














                                  SURVEY CONTROL DATA
                                
                             STATE=NJ
                             [JULY 24, 2026 22:12:]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7012 ***********************************************************************
 KV7012  DESIGNATION -  0001
 KV7012  PID         -  KV7012
 KV7012  STATE/COUNTY-  NJ/OCEAN
 KV7012  COUNTRY     -  US
 KV7012  USGS QUAD   -  POINT PLEASANT (2019)
 KV7012
 KV7012                         *CURRENT SURVEY CONTROL
 KV7012  ______________________________________________________________________
 KV7012* NAD 83(2011) POSITION- 40 00 38.24514(N) 074 03 30.62569(W)   ADJUSTED
 KV7012* NAD 83(2011) ELLIP HT-   -31.551 (meters)        (06/27/12)   ADJUSTED
 KV7012* NAD 83(2011) EPOCH   -  2010.00
 KV7012* NAVD 88 ORTHO HEIGHT -     1.520 (meters)        4.99  (feet) ADJUSTED
 KV7012  ______________________________________________________________________
 KV7012  GEOID HEIGHT    -        -33.066 (meters)                     GEOID18
 KV7012  NAD 83(2011) X  -  1,343,594.764 (meters)                     COMP
 KV7012  NAD 83(2011) Y  - -4,703,794.693 (meters)                     COMP
 KV7012  NAD 83(2011) Z  -  4,078,868.838 (meters)                     COMP
 KV7012  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 KV7012  DYNAMIC HEIGHT  -          1.519 (meters)        4.98  (feet) COMP
 KV7012  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 KV7012
 KV7012  VERT ORDER      -  FIRST     CLASS I
 KV7012
 KV7012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7012  Standards:
 KV7012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7012  -------------------------------------------------------------------
 KV7012  NETWORK    0.50   1.00           0.22   0.19   0.51     -0.00727244
 KV7012  -------------------------------------------------------------------
 KV7012  Click here for local accuracies and other accuracy information.
 KV7012
 KV7012.The horizontal coordinates were established by GPS observations
 KV7012.and adjusted by the National Geodetic Survey in June 2012.
 KV7012
 KV7012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7012.been affixed to the stable North American tectonic plate. See 
 KV7012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7012
 KV7012.The horizontal coordinates are valid at the epoch date displayed above
 KV7012.which is a decimal equivalence of Year/Month/Day.
 KV7012
 KV7012.The orthometric height was determined by differential leveling and
 KV7012.adjusted by the NATIONAL GEODETIC SURVEY
 KV7012.in March 2001.
 KV7012
 KV7012.No vertical observational check was made to the station.
 KV7012
 KV7012.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7012.GEOID18 height accuracy estimate available here.
 KV7012
 KV7012.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 KV7012
 KV7012.The ellipsoidal height was determined by GPS observations
 KV7012.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV7012
 KV7012;                    North         East     Units Scale Factor Converg.
 KV7012;SPC NJ       -   130,787.248   187,691.231   MT  0.99991748   +0 17 01.9
 KV7012;SPC NJ       -   429,091.16    615,783.65   sFT  0.99991748   +0 17 01.9
 KV7012;UTM  18      - 4,429,360.819   580,353.727   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  =   0.99968443
 KV7012
 KV7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8035329360(NAD 83)
 KV7012
 KV7012                          SUPERSEDED SURVEY CONTROL
 KV7012
 KV7012  NAD 83(2007)-  40 00 38.24552(N)    074 03 30.62612(W) AD(2002.00) 0
 KV7012  ELLIP H (02/10/07)  -31.541  (m)                       GP(2002.00)    
 KV7012  ELLIP H (10/23/02)  -31.528  (m)                       GP(       ) 4 1
 KV7012  NAD 83(1996)-  40 00 38.24520(N)    074 03 30.62558(W) AD(       ) 1
 KV7012  ELLIP H (05/14/99)  -31.548  (m)                       GP(       ) 4 1
 KV7012  NAD 83(1986)-  40 00 38.24630(N)    074 03 30.63039(W) AD(       ) 1
 KV7012  NAVD 88 (05/17/94)    1.5    (m)  GEOID93  model used  GPS OBS        
 KV7012
 KV7012.Superseded values are not recommended for survey control.
 KV7012
 KV7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7012.See file dsdata.pdf to determine how the superseded data were derived.
 KV7012
 KV7012_STAMPING: MUA-01-93
 KV7012_MARK LOGO: NONE
 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  HISTORY     - 20151119 MARK NOT FOUND   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.
 KV7012
 KV7012                          STATION RECOVERY (2015)
 KV7012
 KV7012'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV7012'THE STRUCTURE, MONUMENT, INTO WHICH THE STATION WAS SET HAS BEEN
 KV7012'REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7013 ***********************************************************************
 KV7013  DESIGNATION -  0002
 KV7013  PID         -  KV7013
 KV7013  STATE/COUNTY-  NJ/OCEAN
 KV7013  COUNTRY     -  US
 KV7013  USGS QUAD   -  POINT PLEASANT (2019)
 KV7013
 KV7013                         *CURRENT SURVEY CONTROL
 KV7013  ______________________________________________________________________
 KV7013* NAD 83(2011) POSITION- 40 02 41.00627(N) 074 04 41.43500(W)   ADJUSTED
 KV7013* NAD 83(2011) ELLIP HT-   -30.825 (meters)        (06/27/12)   ADJUSTED
 KV7013* NAD 83(2011) EPOCH   -  2010.00
 KV7013* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) GPS OBS
 KV7013  ______________________________________________________________________
 KV7013  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7013  GEOID HEIGHT    -        -33.300 (meters)                     GEOID93
 KV7013  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 KV7013  NAD 83(2011) X  -  1,341,312.020 (meters)                     COMP
 KV7013  NAD 83(2011) Y  - -4,701,914.422 (meters)                     COMP
 KV7013  NAD 83(2011) Z  -  4,081,768.615 (meters)                     COMP
 KV7013  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 KV7013
 KV7013  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7013  Standards:
 KV7013         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7013            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7013  -------------------------------------------------------------------
 KV7013  NETWORK    0.39   0.82           0.17   0.15   0.42      0.02710620
 KV7013  -------------------------------------------------------------------
 KV7013  Click here for local accuracies and other accuracy information.
 KV7013
 KV7013.The horizontal coordinates were established by GPS observations
 KV7013.and adjusted by the National Geodetic Survey in June 2012.
 KV7013
 KV7013.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7013.been affixed to the stable North American tectonic plate. See 
 KV7013.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7013
 KV7013.The horizontal coordinates are valid at the epoch date displayed above
 KV7013.which is a decimal equivalence of Year/Month/Day.
 KV7013
 KV7013.The orthometric height was determined by GPS observations and a
 KV7013.high-resolution geoid model.
 KV7013
 KV7013.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7013.GEOID18 height accuracy estimate available here.
 KV7013
 KV7013.Click photographs - Photos may exist for this station.
 KV7013
 KV7013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7013
 KV7013.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7013
 KV7013.The ellipsoidal height was determined by GPS observations
 KV7013.and is referenced to NAD 83.
 KV7013
 KV7013. The following values were computed from the NAD 83(2011) position.
 KV7013
 KV7013;                    North         East     Units Scale Factor Converg.
 KV7013;SPC NJ       -   134,565.088   185,994.091   MT  0.99991594   +0 16 17.0
 KV7013;SPC NJ       -   441,485.63    610,215.61   sFT  0.99991594   +0 16 17.0
 KV7013;UTM  18      - 4,433,128.172   578,635.818   MT  0.99967612   +0 35 35.2
 KV7013
 KV7013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7013!SPC NJ       -   1.00000484  x   0.99991594  =   0.99992078
 KV7013!UTM  18      -   1.00000484  x   0.99967612  =   0.99968095
 KV7013
 KV7013:                Primary Azimuth Mark                     Grid Az
 KV7013:SPC NJ       -  15 M 2                                   213 11 36.1
 KV7013:UTM  18      -  15 M 2                                   212 52 17.9
 KV7013
 KV7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7863533128(NAD 83)
 KV7013
 KV7013|---------------------------------------------------------------------|
 KV7013| PID    Reference Object                     Distance      Geod. Az  |
 KV7013|                                                           dddmmss.s |
 KV7013| KV6779 15 M 2                              414.088 METERS 2132753.1 |
 KV7013|---------------------------------------------------------------------|
 KV7013
 KV7013                          SUPERSEDED SURVEY CONTROL
 KV7013
 KV7013  NAD 83(2007)-  40 02 41.00665(N)    074 04 41.43543(W) AD(2002.00) 0
 KV7013  ELLIP H (02/10/07)  -30.816  (m)                       GP(2002.00)    
 KV7013  ELLIP H (10/23/02)  -30.803  (m)                       GP(       ) 4 1
 KV7013  NAD 83(1996)-  40 02 41.00634(N)    074 04 41.43494(W) AD(       ) 1
 KV7013  ELLIP H (05/14/99)  -30.823  (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
 KV7013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7013.See file dsdata.pdf to determine how the superseded data were derived.
 KV7013
 KV7013_MARKER: DD = SURVEY DISK
 KV7013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7013_STAMPING: MUA-02-93
 KV7013_MARK LOGO: NJ0416
 KV7013_PROJECTION: RECESSED 25 CENTIMETERS
 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 - August 14, 2020
 KV7013
 KV7013  HISTORY     - Date     Condition        Report By
 KV7013  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7013  HISTORY     - 20200814 GOOD             NJGS
 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.
 KV7013
 KV7013                          STATION RECOVERY (2020)
 KV7013
 KV7013'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7014 ***********************************************************************
 KV7014  DESIGNATION -  0003
 KV7014  PID         -  KV7014
 KV7014  STATE/COUNTY-  NJ/OCEAN
 KV7014  COUNTRY     -  US
 KV7014  USGS QUAD   -  POINT PLEASANT (2019)
 KV7014
 KV7014                         *CURRENT SURVEY CONTROL
 KV7014  ______________________________________________________________________
 KV7014* NAD 83(2011) POSITION- 40 02 59.00603(N) 074 05 50.86885(W)   ADJUSTED
 KV7014* NAD 83(2011) ELLIP HT-   -28.009 (meters)        (06/27/12)   ADJUSTED
 KV7014* NAD 83(2011) EPOCH   -  2010.00
 KV7014* NAVD 88 ORTHO HEIGHT -     5.0   (meters)       16.    (feet) GPS OBS
 KV7014  ______________________________________________________________________
 KV7014  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7014  GEOID HEIGHT    -        -33.280 (meters)                     GEOID93
 KV7014  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 KV7014  NAD 83(2011) X  -  1,339,631.878 (meters)                     COMP
 KV7014  NAD 83(2011) Y  - -4,702,024.212 (meters)                     COMP
 KV7014  NAD 83(2011) Z  -  4,082,195.416 (meters)                     COMP
 KV7014  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 KV7014
 KV7014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7014  Standards:
 KV7014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7014  -------------------------------------------------------------------
 KV7014  NETWORK    0.43   0.90           0.19   0.16   0.46      0.01328274
 KV7014  -------------------------------------------------------------------
 KV7014  Click here for local accuracies and other accuracy information.
 KV7014
 KV7014.The horizontal coordinates were established by GPS observations
 KV7014.and adjusted by the National Geodetic Survey in June 2012.
 KV7014
 KV7014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7014.been affixed to the stable North American tectonic plate. See 
 KV7014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7014
 KV7014.The horizontal coordinates are valid at the epoch date displayed above
 KV7014.which is a decimal equivalence of Year/Month/Day.
 KV7014
 KV7014.The orthometric height was determined by GPS observations and a
 KV7014.high-resolution geoid model.
 KV7014
 KV7014.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7014.GEOID18 height accuracy estimate available here.
 KV7014
 KV7014.Click photographs - Photos may exist for this station.
 KV7014
 KV7014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7014
 KV7014.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7014
 KV7014.The ellipsoidal height was determined by GPS observations
 KV7014.and is referenced to NAD 83.
 KV7014
 KV7014. The following values were computed from the NAD 83(2011) position.
 KV7014
 KV7014;                    North         East     Units Scale Factor Converg.
 KV7014;SPC NJ       -   135,112.587   184,345.807   MT  0.99991452   +0 15 32.5
 KV7014;SPC NJ       -   443,281.88    604,807.87   sFT  0.99991452   +0 15 32.5
 KV7014;UTM  18      - 4,433,666.278   576,984.884   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7698433666(NAD 83)
 KV7014
 KV7014                          SUPERSEDED SURVEY CONTROL
 KV7014
 KV7014  NAD 83(2007)-  40 02 59.00642(N)    074 05 50.86929(W) AD(2002.00) 0
 KV7014  ELLIP H (02/10/07)  -28.000  (m)                       GP(2002.00)    
 KV7014  ELLIP H (10/23/02)  -27.987  (m)                       GP(       ) 4 1
 KV7014  NAD 83(1996)-  40 02 59.00610(N)    074 05 50.86887(W) AD(       ) 1
 KV7014  ELLIP H (05/14/99)  -28.007  (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
 KV7014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7014.See file dsdata.pdf to determine how the superseded data were derived.
 KV7014
 KV7014_MARKER: DD = SURVEY DISK
 KV7014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7014_STAMPING: MUA-03-93
 KV7014_MARK LOGO: NJ0416
 KV7014_PROJECTION: RECESSED 3 CENTIMETERS
 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 NOT SUITABLE FOR
 KV7014+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 KV7014
 KV7014  HISTORY     - Date     Condition        Report By
 KV7014  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7014  HISTORY     - 20201015 GOOD             NJGS
 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.
 KV7014
 KV7014                          STATION RECOVERY (2020)
 KV7014
 KV7014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7015 ***********************************************************************
 KV7015  DESIGNATION -  0005
 KV7015  PID         -  KV7015
 KV7015  STATE/COUNTY-  NJ/OCEAN
 KV7015  COUNTRY     -  US
 KV7015  USGS QUAD   -  POINT PLEASANT (2019)
 KV7015
 KV7015                         *CURRENT SURVEY CONTROL
 KV7015  ______________________________________________________________________
 KV7015* NAD 83(2011) POSITION- 40 01 16.28981(N) 074 06 28.18818(W)   ADJUSTED
 KV7015* NAD 83(2011) ELLIP HT-   -32.646 (meters)        (06/27/12)   ADJUSTED
 KV7015* NAD 83(2011) EPOCH   -  2010.00
 KV7015* NAVD 88 ORTHO HEIGHT -     0.4   (meters)        1.    (feet) GPS OBS
 KV7015  ______________________________________________________________________
 KV7015  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7015  GEOID HEIGHT    -        -33.290 (meters)                     GEOID93
 KV7015  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 KV7015  NAD 83(2011) X  -  1,339,338.185 (meters)                     COMP
 KV7015  NAD 83(2011) Y  - -4,704,223.110 (meters)                     COMP
 KV7015  NAD 83(2011) Z  -  4,079,766.807 (meters)                     COMP
 KV7015  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 KV7015
 KV7015  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7015  Standards:
 KV7015         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7015            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7015  -------------------------------------------------------------------
 KV7015  NETWORK    0.53   1.02           0.23   0.20   0.52      0.09452503
 KV7015  -------------------------------------------------------------------
 KV7015  Click here for local accuracies and other accuracy information.
 KV7015
 KV7015.The horizontal coordinates were established by GPS observations
 KV7015.and adjusted by the National Geodetic Survey in June 2012.
 KV7015
 KV7015.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7015.been affixed to the stable North American tectonic plate. See 
 KV7015.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7015
 KV7015.The horizontal coordinates are valid at the epoch date displayed above
 KV7015.which is a decimal equivalence of Year/Month/Day.
 KV7015
 KV7015.The orthometric height was determined by GPS observations and a
 KV7015.high-resolution geoid model.
 KV7015
 KV7015.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7015.GEOID18 height accuracy estimate available here.
 KV7015
 KV7015.Click photographs - Photos may exist for this station.
 KV7015
 KV7015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7015
 KV7015.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7015
 KV7015.The ellipsoidal height was determined by GPS observations
 KV7015.and is referenced to NAD 83.
 KV7015
 KV7015. The following values were computed from the NAD 83(2011) position.
 KV7015
 KV7015;                    North         East     Units Scale Factor Converg.
 KV7015;SPC NJ       -   131,940.853   183,475.248   MT  0.99991379   +0 15 07.9
 KV7015;SPC NJ       -   432,875.95    601,951.71   sFT  0.99991379   +0 15 07.9
 KV7015;UTM  18      - 4,430,490.475   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7613230490(NAD 83)
 KV7015
 KV7015                          SUPERSEDED SURVEY CONTROL
 KV7015
 KV7015  NAD 83(2007)-  40 01 16.29019(N)    074 06 28.18862(W) AD(2002.00) 0
 KV7015  ELLIP H (02/10/07)  -32.636  (m)                       GP(2002.00)    
 KV7015  ELLIP H (10/23/02)  -32.625  (m)                       GP(       ) 4 1
 KV7015  NAD 83(1996)-  40 01 16.28988(N)    074 06 28.18816(W) AD(       ) 1
 KV7015  ELLIP H (05/14/99)  -32.645  (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
 KV7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7015.See file dsdata.pdf to determine how the superseded data were derived.
 KV7015
 KV7015_MARKER: DD = SURVEY DISK
 KV7015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7015_STAMPING: M.U.A.-05-93
 KV7015_MARK LOGO: NJ0416
 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  HISTORY     - 20150515 MARK NOT FOUND   BRICK
 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.
 KV7015
 KV7015                          STATION RECOVERY (2015)
 KV7015
 KV7015'RECOVERY NOTE BY BRICK TOWNSHIP MUNICIPAL 2015 (CD)
 KV7015'DEMOLITION EBRIS IN AREA DUE TO 2012 STORM (SANDY).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7016 ***********************************************************************
 KV7016  DESIGNATION -  0006
 KV7016  PID         -  KV7016
 KV7016  STATE/COUNTY-  NJ/OCEAN
 KV7016  COUNTRY     -  US
 KV7016  USGS QUAD   -  POINT PLEASANT (2019)
 KV7016
 KV7016                         *CURRENT SURVEY CONTROL
 KV7016  ______________________________________________________________________
 KV7016* NAD 83(2011) POSITION- 40 02 02.08421(N) 074 06 04.63328(W)   ADJUSTED
 KV7016* NAD 83(2011) ELLIP HT-   -28.566 (meters)        (06/27/12)   ADJUSTED
 KV7016* NAD 83(2011) EPOCH   -  2010.00
 KV7016* NAVD 88 ORTHO HEIGHT -     4.5   (meters)       15.    (feet) GPS OBS
 KV7016  ______________________________________________________________________
 KV7016  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7016  GEOID HEIGHT    -        -33.290 (meters)                     GEOID93
 KV7016  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 KV7016  NAD 83(2011) X  -  1,339,627.393 (meters)                     COMP
 KV7016  NAD 83(2011) Y  - -4,703,199.468 (meters)                     COMP
 KV7016  NAD 83(2011) Z  -  4,080,850.982 (meters)                     COMP
 KV7016  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 KV7016
 KV7016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7016  Standards:
 KV7016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7016  -------------------------------------------------------------------
 KV7016  NETWORK    0.43   0.86           0.19   0.16   0.44      0.02214345
 KV7016  -------------------------------------------------------------------
 KV7016  Click here for local accuracies and other accuracy information.
 KV7016
 KV7016.The horizontal coordinates were established by GPS observations
 KV7016.and adjusted by the National Geodetic Survey in June 2012.
 KV7016
 KV7016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7016.been affixed to the stable North American tectonic plate. See 
 KV7016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7016
 KV7016.The horizontal coordinates are valid at the epoch date displayed above
 KV7016.which is a decimal equivalence of Year/Month/Day.
 KV7016
 KV7016.The orthometric height was determined by GPS observations and a
 KV7016.high-resolution geoid model.
 KV7016
 KV7016.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7016.GEOID18 height accuracy estimate available here.
 KV7016
 KV7016.Click photographs - Photos may exist for this station.
 KV7016
 KV7016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7016
 KV7016.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7016
 KV7016.The ellipsoidal height was determined by GPS observations
 KV7016.and is referenced to NAD 83.
 KV7016
 KV7016. The following values were computed from the NAD 83(2011) position.
 KV7016
 KV7016;                    North         East     Units Scale Factor Converg.
 KV7016;SPC NJ       -   133,355.638   184,027.435   MT  0.99991425   +0 15 23.3
 KV7016;SPC NJ       -   437,517.62    603,763.34   sFT  0.99991425   +0 15 23.3
 KV7016;UTM  18      - 4,431,907.994   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7667631907(NAD 83)
 KV7016
 KV7016                          SUPERSEDED SURVEY CONTROL
 KV7016
 KV7016  NAD 83(2007)-  40 02 02.08460(N)    074 06 04.63372(W) AD(2002.00) 0
 KV7016  ELLIP H (02/10/07)  -28.557  (m)                       GP(2002.00)    
 KV7016  ELLIP H (10/23/02)  -28.545  (m)                       GP(       ) 4 1
 KV7016  NAD 83(1996)-  40 02 02.08428(N)    074 06 04.63329(W) AD(       ) 1
 KV7016  ELLIP H (05/14/99)  -28.565  (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
 KV7016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7016.See file dsdata.pdf to determine how the superseded data were derived.
 KV7016
 KV7016_MARKER: DD = SURVEY DISK
 KV7016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7016_STAMPING: MUA-06-93
 KV7016_MARK LOGO: NJ0416
 KV7016_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 KV7016+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 KV7016
 KV7016  HISTORY     - Date     Condition        Report By
 KV7016  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7016  HISTORY     - 20201015 GOOD             NJGS
 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.
 KV7016
 KV7016                          STATION RECOVERY (2020)
 KV7016
 KV7016'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7016'IT IS 68.3 FT (20.8 M) NORTHEAST OF POLE BT3232BK, 44 FT (13.4 M) EAST
 KV7016'OF THE CENTERLINE OF DRUM POINT ROAD AND 23.4 FT (7.1 M) SOUTH OF THE
 KV7016'CENTERLINE OF HAVENS COVE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7017 ***********************************************************************
 KV7017  DESIGNATION -  0007
 KV7017  PID         -  KV7017
 KV7017  STATE/COUNTY-  NJ/OCEAN
 KV7017  COUNTRY     -  US
 KV7017  USGS QUAD   -  POINT PLEASANT (2019)
 KV7017
 KV7017                         *CURRENT SURVEY CONTROL
 KV7017  ______________________________________________________________________
 KV7017* NAD 83(2011) POSITION- 40 01 59.77459(N) 074 07 29.41187(W)   ADJUSTED
 KV7017* NAD 83(2011) ELLIP HT-   -30.225 (meters)        (06/27/12)   ADJUSTED
 KV7017* NAD 83(2011) EPOCH   -  2010.00
 KV7017* NAVD 88 ORTHO HEIGHT -     2.8   (meters)        9.    (feet) GPS OBS
 KV7017  ______________________________________________________________________
 KV7017  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7017  GEOID HEIGHT    -        -33.270 (meters)                     GEOID93
 KV7017  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 KV7017  NAD 83(2011) X  -  1,337,706.365 (meters)                     COMP
 KV7017  NAD 83(2011) Y  - -4,703,792.534 (meters)                     COMP
 KV7017  NAD 83(2011) Z  -  4,080,795.372 (meters)                     COMP
 KV7017  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 KV7017
 KV7017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7017  Standards:
 KV7017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7017  -------------------------------------------------------------------
 KV7017  NETWORK    0.49   0.96           0.21   0.19   0.49      0.00302590
 KV7017  -------------------------------------------------------------------
 KV7017  Click here for local accuracies and other accuracy information.
 KV7017
 KV7017.The horizontal coordinates were established by GPS observations
 KV7017.and adjusted by the National Geodetic Survey in June 2012.
 KV7017
 KV7017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7017.been affixed to the stable North American tectonic plate. See 
 KV7017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7017
 KV7017.The horizontal coordinates are valid at the epoch date displayed above
 KV7017.which is a decimal equivalence of Year/Month/Day.
 KV7017
 KV7017.The orthometric height was determined by GPS observations and a
 KV7017.high-resolution geoid model.
 KV7017
 KV7017.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7017.GEOID18 height accuracy estimate available here.
 KV7017
 KV7017.Click photographs - Photos may exist for this station.
 KV7017
 KV7017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7017
 KV7017.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7017
 KV7017.The ellipsoidal height was determined by GPS observations
 KV7017.and is referenced to NAD 83.
 KV7017
 KV7017. The following values were computed from the NAD 83(2011) position.
 KV7017
 KV7017;                    North         East     Units Scale Factor Converg.
 KV7017;SPC NJ       -   133,275.678   182,017.931   MT  0.99991262   +0 14 28.7
 KV7017;SPC NJ       -   437,255.29    597,170.50   sFT  0.99991262   +0 14 28.7
 KV7017;UTM  18      - 4,431,816.777   574,667.921   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7466731816(NAD 83)
 KV7017
 KV7017                          SUPERSEDED SURVEY CONTROL
 KV7017
 KV7017  NAD 83(2007)-  40 01 59.77498(N)    074 07 29.41232(W) AD(2002.00) 0
 KV7017  ELLIP H (02/10/07)  -30.216  (m)                       GP(2002.00)    
 KV7017  ELLIP H (10/23/02)  -30.203  (m)                       GP(       ) 4 1
 KV7017  NAD 83(1996)-  40 01 59.77466(N)    074 07 29.41192(W) AD(       ) 1
 KV7017  ELLIP H (05/14/99)  -30.223  (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
 KV7017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7017.See file dsdata.pdf to determine how the superseded data were derived.
 KV7017
 KV7017_MARKER: DD = SURVEY DISK
 KV7017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7017_STAMPING: MUA-07-93
 KV7017_MARK LOGO: NJ0416
 KV7017_PROJECTION: FLUSH
 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 - October 19, 2020
 KV7017
 KV7017  HISTORY     - Date     Condition        Report By
 KV7017  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7017  HISTORY     - 20150515 POOR             BRICK
 KV7017  HISTORY     - 20201019 POOR             NJGS
 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.
 KV7017
 KV7017                          STATION RECOVERY (2015)
 KV7017
 KV7017'RECOVERY NOTE BY BRICK TOWNSHIP MUNICIPAL 2015 (CD)
 KV7017'MARK RECOVERED IN POOR CONDITION.
 KV7017
 KV7017                          STATION RECOVERY (2020)
 KV7017
 KV7017'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7017'THE MARK IS LOCATED IN BRICK TOWNSHIP ON THE GROUNDS OF EDMUND H.
 KV7017'HIBBARD PARK.   TO REACH STATION FROM THE INTERSECTION OF ROUTE 528
 KV7017'(CEDAR BRIDGE AVE.) AND ROUTE 549 (BRICK BLVD.), GO SOUTH ON ROUTE 549
 KV7017'FOR 0.55 MI (0.88 KM) (0.89 KM) TO DRUM POINT ROAD.  TURN LEFT ON DRUM
 KV7017'POINT ROAD FOR 0.95 MI (1.53 KM) TO CHERRY QUAY ROAD.  TURN RIGHT ON
 KV7017'CHERRY QUAY ROAD FOR 0.95 MI (1.53 KM) TO TILLER ROAD.  TURN LEFT ON
 KV7017'TILLER ROAD FOR 0.15 MI (0.24 KM) TO MAST ROAD.  TURN LEFT ON MAST
 KV7017'ROAD FOR 0.05 MI (0.08 KM) (0.08 KM) TO PARK ENTRANCE.  PROCEED
 KV7017'THROUGH AN UNLOCKED GATE FOR 0.05 MI (0.08 KM) TO STATION ON THE
 KV7017'RIGHT.
 KV7017'
 KV7017'IT IS SET IN THE TOP OF A 0.5 FT (15 CM) SQUARE CONCRETE MONUMENT 5.98
 KV7017'FT (1.8 M) EAST OF THE SOUTHEAST CORNER OF A STORM DRAIN INLET, 134 FT
 KV7017'(40.8 M) NORTHWEST OF THE WEST CORNER OF LARGE BUILDING USED FOR BRICK
 KV7017'LITTLE LEAGUE TRAINING CENTER, 81.33 FT (24.8 M) NORTH-NORTHEAST OF 30
 KV7017'FT (9.1 M) POLE WITH OVERHEAD LIGHTING AND A BREATH EASY SMOKE FREE
 KV7017'ZONE SIGN AND 14.5 FT (4.4 M) SOUTHWEST OF THE WEST CORNER OF A
 KV7017'MAINTENANCE GARAGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7018 ***********************************************************************
 KV7018  DESIGNATION -  0008
 KV7018  PID         -  KV7018
 KV7018  STATE/COUNTY-  NJ/OCEAN
 KV7018  COUNTRY     -  US
 KV7018  USGS QUAD   -  LAKEWOOD (2016)
 KV7018
 KV7018                         *CURRENT SURVEY CONTROL
 KV7018  ______________________________________________________________________
 KV7018* NAD 83(2011) POSITION- 40 01 11.42256(N) 074 07 37.92928(W)   ADJUSTED
 KV7018* NAD 83(2011) ELLIP HT-   -32.223 (meters)        (06/27/12)   ADJUSTED
 KV7018* NAD 83(2011) EPOCH   -  2010.00
 KV7018* NAVD 88 ORTHO HEIGHT -     0.8   (meters)        3.    (feet) GPS OBS
 KV7018  ______________________________________________________________________
 KV7018  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7018  GEOID HEIGHT    -        -33.270 (meters)                     GEOID93
 KV7018  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 KV7018  NAD 83(2011) X  -  1,337,774.034 (meters)                     COMP
 KV7018  NAD 83(2011) Y  - -4,704,768.858 (meters)                     COMP
 KV7018  NAD 83(2011) Z  -  4,079,652.115 (meters)                     COMP
 KV7018  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 KV7018
 KV7018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7018  Standards:
 KV7018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7018  -------------------------------------------------------------------
 KV7018  NETWORK    0.58   1.20           0.24   0.23   0.61      0.08510135
 KV7018  -------------------------------------------------------------------
 KV7018  Click here for local accuracies and other accuracy information.
 KV7018
 KV7018.The horizontal coordinates were established by GPS observations
 KV7018.and adjusted by the National Geodetic Survey in June 2012.
 KV7018
 KV7018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7018.been affixed to the stable North American tectonic plate. See 
 KV7018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7018
 KV7018.The horizontal coordinates are valid at the epoch date displayed above
 KV7018.which is a decimal equivalence of Year/Month/Day.
 KV7018
 KV7018.The orthometric height was determined by GPS observations and a
 KV7018.high-resolution geoid model.
 KV7018
 KV7018.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7018.GEOID18 height accuracy estimate available here.
 KV7018
 KV7018.Click photographs - Photos may exist for this station.
 KV7018
 KV7018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7018
 KV7018.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7018
 KV7018.The ellipsoidal height was determined by GPS observations
 KV7018.and is referenced to NAD 83.
 KV7018
 KV7018. The following values were computed from the NAD 83(2011) position.
 KV7018
 KV7018;                    North         East     Units Scale Factor Converg.
 KV7018;SPC NJ       -   131,783.648   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      - 4,430,324.036   574,480.665   MT  0.99966829   +0 33 40.6
 KV7018
 KV7018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7018!SPC NJ       -   1.00000506  x   0.99991246  =   0.99991751
 KV7018!UTM  18      -   1.00000506  x   0.99966829  =   0.99967334
 KV7018
 KV7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7448030324(NAD 83)
 KV7018
 KV7018                          SUPERSEDED SURVEY CONTROL
 KV7018
 KV7018  NAD 83(2007)-  40 01 11.42295(N)    074 07 37.92972(W) AD(2002.00) 0
 KV7018  ELLIP H (02/10/07)  -32.214  (m)                       GP(2002.00)    
 KV7018  ELLIP H (10/23/02)  -32.202  (m)                       GP(       ) 4 1
 KV7018  NAD 83(1996)-  40 01 11.42263(N)    074 07 37.92929(W) AD(       ) 1
 KV7018  ELLIP H (05/14/99)  -32.222  (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
 KV7018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7018.See file dsdata.pdf to determine how the superseded data were derived.
 KV7018
 KV7018_MARKER: DD = SURVEY DISK
 KV7018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7018_STAMPING: M.U.A.-08-93
 KV7018_MARK LOGO: NJ0416
 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  HISTORY     - 20150515 POOR             BRICK
 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.
 KV7018
 KV7018                          STATION RECOVERY (2015)
 KV7018
 KV7018'RECOVERY NOTE BY BRICK TOWNSHIP MUNICIPAL 2015 (CD)
 KV7018'SURROUNDINGS DISTURBED DUE TO 2012 STORM (SANDY).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7019 ***********************************************************************
 KV7019  DESIGNATION -  0009
 KV7019  PID         -  KV7019
 KV7019  STATE/COUNTY-  NJ/OCEAN
 KV7019  COUNTRY     -  US
 KV7019  USGS QUAD   -  LAKEWOOD (2016)
 KV7019
 KV7019                         *CURRENT SURVEY CONTROL
 KV7019  ______________________________________________________________________
 KV7019* NAD 83(2011) POSITION- 40 01 10.19075(N) 074 08 42.79727(W)   ADJUSTED
 KV7019* NAD 83(2011) ELLIP HT-   -30.902 (meters)        (06/27/12)   ADJUSTED
 KV7019* NAD 83(2011) EPOCH   -  2010.00
 KV7019* NAVD 88 ORTHO HEIGHT -     2.1   (meters)        7.    (feet) GPS OBS
 KV7019  ______________________________________________________________________
 KV7019  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7019  GEOID HEIGHT    -        -33.260 (meters)                     GEOID93
 KV7019  GEOID HEIGHT    -        -33.007 (meters)                     GEOID18
 KV7019  NAD 83(2011) X  -  1,336,301.322 (meters)                     COMP
 KV7019  NAD 83(2011) Y  - -4,705,213.815 (meters)                     COMP
 KV7019  NAD 83(2011) Z  -  4,079,623.869 (meters)                     COMP
 KV7019  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 KV7019
 KV7019  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7019  Standards:
 KV7019         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7019            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7019  -------------------------------------------------------------------
 KV7019  NETWORK    0.58   1.20           0.24   0.23   0.61      0.08178063
 KV7019  -------------------------------------------------------------------
 KV7019  Click here for local accuracies and other accuracy information.
 KV7019
 KV7019.The horizontal coordinates were established by GPS observations
 KV7019.and adjusted by the National Geodetic Survey in June 2012.
 KV7019
 KV7019.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7019.been affixed to the stable North American tectonic plate. See 
 KV7019.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7019
 KV7019.The horizontal coordinates are valid at the epoch date displayed above
 KV7019.which is a decimal equivalence of Year/Month/Day.
 KV7019
 KV7019.The orthometric height was determined by GPS observations and a
 KV7019.high-resolution geoid model.
 KV7019
 KV7019.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7019.GEOID18 height accuracy estimate available here.
 KV7019
 KV7019.Click photographs - Photos may exist for this station.
 KV7019
 KV7019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7019
 KV7019.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7019
 KV7019.The ellipsoidal height was determined by GPS observations
 KV7019.and is referenced to NAD 83.
 KV7019
 KV7019. The following values were computed from the NAD 83(2011) position.
 KV7019
 KV7019;                    North         East     Units Scale Factor Converg.
 KV7019;SPC NJ       -   131,739.379   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      - 4,430,271.150   572,943.357   MT  0.99966550   +0 32 58.9
 KV7019
 KV7019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7019!SPC NJ       -   1.00000485  x   0.99991129  =   0.99991614
 KV7019!UTM  18      -   1.00000485  x   0.99966550  =   0.99967035
 KV7019
 KV7019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7294330271(NAD 83)
 KV7019
 KV7019                          SUPERSEDED SURVEY CONTROL
 KV7019
 KV7019  NAD 83(2007)-  40 01 10.19113(N)    074 08 42.79771(W) AD(2002.00) 0
 KV7019  ELLIP H (02/10/07)  -30.892  (m)                       GP(2002.00)    
 KV7019  ELLIP H (10/23/02)  -30.881  (m)                       GP(       ) 4 1
 KV7019  NAD 83(1996)-  40 01 10.19082(N)    074 08 42.79728(W) AD(       ) 1
 KV7019  ELLIP H (05/14/99)  -30.901  (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
 KV7019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7019.See file dsdata.pdf to determine how the superseded data were derived.
 KV7019
 KV7019_MARKER: DD = SURVEY DISK
 KV7019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7019_STAMPING: MUA-09-93
 KV7019_MARK LOGO: NJ0416
 KV7019_PROJECTION: FLUSH
 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 - October 19, 2020
 KV7019
 KV7019  HISTORY     - Date     Condition        Report By
 KV7019  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7019  HISTORY     - 20201019 GOOD             NJGS
 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.
 KV7019
 KV7019                          STATION RECOVERY (2020)
 KV7019
 KV7019'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7020 ***********************************************************************
 KV7020  DESIGNATION -  0010
 KV7020  PID         -  KV7020
 KV7020  STATE/COUNTY-  NJ/OCEAN
 KV7020  COUNTRY     -  US
 KV7020  USGS QUAD   -  LAKEWOOD (2016)
 KV7020
 KV7020                         *CURRENT SURVEY CONTROL
 KV7020  ______________________________________________________________________
 KV7020* NAD 83(2011) POSITION- 40 01 56.26061(N) 074 08 43.29556(W)   ADJUSTED
 KV7020* NAD 83(2011) ELLIP HT-   -27.890 (meters)        (06/27/12)   ADJUSTED
 KV7020* NAD 83(2011) EPOCH   -  2010.00
 KV7020* NAVD 88 ORTHO HEIGHT -     5.1   (meters)       17.    (feet) GPS OBS
 KV7020  ______________________________________________________________________
 KV7020  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7020  GEOID HEIGHT    -        -33.250 (meters)                     GEOID93
 KV7020  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 KV7020  NAD 83(2011) X  -  1,336,040.924 (meters)                     COMP
 KV7020  NAD 83(2011) Y  - -4,704,340.178 (meters)                     COMP
 KV7020  NAD 83(2011) Z  -  4,080,713.889 (meters)                     COMP
 KV7020  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 KV7020
 KV7020  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7020  Standards:
 KV7020         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7020            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7020  -------------------------------------------------------------------
 KV7020  NETWORK    0.46   0.86           0.20   0.17   0.44      0.03841393
 KV7020  -------------------------------------------------------------------
 KV7020  Click here for local accuracies and other accuracy information.
 KV7020
 KV7020.The horizontal coordinates were established by GPS observations
 KV7020.and adjusted by the National Geodetic Survey in June 2012.
 KV7020
 KV7020.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7020.been affixed to the stable North American tectonic plate. See 
 KV7020.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7020
 KV7020.The horizontal coordinates are valid at the epoch date displayed above
 KV7020.which is a decimal equivalence of Year/Month/Day.
 KV7020
 KV7020.The orthometric height was determined by GPS observations and a
 KV7020.high-resolution geoid model.
 KV7020
 KV7020.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7020.GEOID18 height accuracy estimate available here.
 KV7020
 KV7020.Click photographs - Photos may exist for this station.
 KV7020
 KV7020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7020
 KV7020.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7020
 KV7020.The ellipsoidal height was determined by GPS observations
 KV7020.and is referenced to NAD 83.
 KV7020
 KV7020. The following values were computed from the NAD 83(2011) position.
 KV7020
 KV7020;                    North         East     Units Scale Factor Converg.
 KV7020;SPC NJ       -   133,160.131   180,266.823   MT  0.99991127   +0 13 41.2
 KV7020;SPC NJ       -   436,876.20    591,425.40   sFT  0.99991127   +0 13 41.2
 KV7020;UTM  18      - 4,431,691.432   572,917.918   MT  0.99966545   +0 32 59.1
 KV7020
 KV7020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7020!SPC NJ       -   1.00000438  x   0.99991127  =   0.99991564
 KV7020!UTM  18      -   1.00000438  x   0.99966545  =   0.99966982
 KV7020
 KV7020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7291731691(NAD 83)
 KV7020
 KV7020                          SUPERSEDED SURVEY CONTROL
 KV7020
 KV7020  NAD 83(2007)-  40 01 56.26100(N)    074 08 43.29600(W) AD(2002.00) 0
 KV7020  ELLIP H (02/10/07)  -27.881  (m)                       GP(2002.00)    
 KV7020  ELLIP H (10/23/02)  -27.868  (m)                       GP(       ) 4 1
 KV7020  NAD 83(1996)-  40 01 56.26069(N)    074 08 43.29562(W) AD(       ) 1
 KV7020  ELLIP H (05/14/99)  -27.888  (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
 KV7020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7020.See file dsdata.pdf to determine how the superseded data were derived.
 KV7020
 KV7020_MARKER: DD = SURVEY DISK
 KV7020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7020_STAMPING: MUA-10-93
 KV7020_MARK LOGO: NJ0416
 KV7020_PROJECTION: RECESSED 3 CENTIMETERS
 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 - October 19, 2020
 KV7020
 KV7020  HISTORY     - Date     Condition        Report By
 KV7020  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7020  HISTORY     - 20201019 GOOD             NJGS
 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.
 KV7020
 KV7020                          STATION RECOVERY (2020)
 KV7020
 KV7020'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7020'THE BERKLEY FEDERAL SAVINGS BANK HAS CHANGED TO SANTANDER BANK.  THE
 KV7020'ROAD JUNCTION SIGN WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7021 ***********************************************************************
 KV7021  DESIGNATION -  0011
 KV7021  PID         -  KV7021
 KV7021  STATE/COUNTY-  NJ/OCEAN
 KV7021  COUNTRY     -  US
 KV7021  USGS QUAD   -  LAKEWOOD (2016)
 KV7021
 KV7021                         *CURRENT SURVEY CONTROL
 KV7021  ______________________________________________________________________
 KV7021* NAD 83(2011) POSITION- 40 01 55.98115(N) 074 09 33.91957(W)   ADJUSTED
 KV7021* NAD 83(2011) ELLIP HT-   -24.663 (meters)        (06/27/12)   ADJUSTED
 KV7021* NAD 83(2011) EPOCH   -  2010.00
 KV7021* NAVD 88 ORTHO HEIGHT -     8.3   (meters)       27.    (feet) GPS OBS
 KV7021  ______________________________________________________________________
 KV7021  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7021  GEOID HEIGHT    -        -33.230 (meters)                     GEOID93
 KV7021  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 KV7021  NAD 83(2011) X  -  1,334,888.475 (meters)                     COMP
 KV7021  NAD 83(2011) Y  - -4,704,675.655 (meters)                     COMP
 KV7021  NAD 83(2011) Z  -  4,080,709.365 (meters)                     COMP
 KV7021  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 KV7021
 KV7021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7021  Standards:
 KV7021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7021  -------------------------------------------------------------------
 KV7021  NETWORK    0.50   1.12           0.22   0.19   0.57      0.05313450
 KV7021  -------------------------------------------------------------------
 KV7021  Click here for local accuracies and other accuracy information.
 KV7021
 KV7021.The horizontal coordinates were established by GPS observations
 KV7021.and adjusted by the National Geodetic Survey in June 2012.
 KV7021
 KV7021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7021.been affixed to the stable North American tectonic plate. See 
 KV7021.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7021
 KV7021.The horizontal coordinates are valid at the epoch date displayed above
 KV7021.which is a decimal equivalence of Year/Month/Day.
 KV7021
 KV7021.The orthometric height was determined by GPS observations and a
 KV7021.high-resolution geoid model.
 KV7021
 KV7021.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7021.GEOID18 height accuracy estimate available here.
 KV7021
 KV7021.Click photographs - Photos may exist for this station.
 KV7021
 KV7021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7021
 KV7021.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7021
 KV7021.The ellipsoidal height was determined by GPS observations
 KV7021.and is referenced to NAD 83.
 KV7021
 KV7021. The following values were computed from the NAD 83(2011) position.
 KV7021
 KV7021;                    North         East     Units Scale Factor Converg.
 KV7021;SPC NJ       -   133,146.829   179,066.711   MT  0.99991040   +0 13 08.6
 KV7021;SPC NJ       -   436,832.55    587,488.03   sFT  0.99991040   +0 13 08.6
 KV7021;UTM  18      - 4,431,671.399   571,718.195   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  =   0.99966719
 KV7021
 KV7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7171831671(NAD 83)
 KV7021
 KV7021                          SUPERSEDED SURVEY CONTROL
 KV7021
 KV7021  NAD 83(2007)-  40 01 55.98154(N)    074 09 33.92002(W) AD(2002.00) 0
 KV7021  ELLIP H (02/10/07)  -24.654  (m)                       GP(2002.00)    
 KV7021  ELLIP H (10/23/02)  -24.642  (m)                       GP(       ) 4 1
 KV7021  NAD 83(1996)-  40 01 55.98122(N)    074 09 33.91962(W) AD(       ) 1
 KV7021  ELLIP H (05/14/99)  -24.662  (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
 KV7021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7021.See file dsdata.pdf to determine how the superseded data were derived.
 KV7021
 KV7021_STAMPING: M.U.A.-11-93
 KV7021_MARK LOGO: NJ0416
 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  HISTORY     - 20201022 MARK NOT FOUND   NJGS
 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.
 KV7021
 KV7021                          STATION RECOVERY (2020)
 KV7021
 KV7021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7022 ***********************************************************************
 KV7022  DESIGNATION -  0012
 KV7022  PID         -  KV7022
 KV7022  STATE/COUNTY-  NJ/OCEAN
 KV7022  COUNTRY     -  US
 KV7022  USGS QUAD   -  LAKEWOOD (2016)
 KV7022
 KV7022                         *CURRENT SURVEY CONTROL
 KV7022  ______________________________________________________________________
 KV7022* NAD 83(2011) POSITION- 40 02 41.94053(N) 074 09 36.30311(W)   ADJUSTED
 KV7022* NAD 83(2011) ELLIP HT-   -16.947 (meters)        (06/27/12)   ADJUSTED
 KV7022* NAD 83(2011) EPOCH   -  2010.00
 KV7022* NAVD 88 ORTHO HEIGHT -    16.0   (meters)       52.    (feet) GPS OBS
 KV7022  ______________________________________________________________________
 KV7022  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7022  GEOID HEIGHT    -        -33.220 (meters)                     GEOID93
 KV7022  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 KV7022  NAD 83(2011) X  -  1,334,586.818 (meters)                     COMP
 KV7022  NAD 83(2011) Y  - -4,703,819.489 (meters)                     COMP
 KV7022  NAD 83(2011) Z  -  4,081,799.604 (meters)                     COMP
 KV7022  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 KV7022
 KV7022  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7022  Standards:
 KV7022         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7022            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7022  -------------------------------------------------------------------
 KV7022  NETWORK    0.61   1.65           0.27   0.22   0.84      0.04250084
 KV7022  -------------------------------------------------------------------
 KV7022  Click here for local accuracies and other accuracy information.
 KV7022
 KV7022.The horizontal coordinates were established by GPS observations
 KV7022.and adjusted by the National Geodetic Survey in June 2012.
 KV7022
 KV7022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7022.been affixed to the stable North American tectonic plate. See 
 KV7022.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7022
 KV7022.The horizontal coordinates are valid at the epoch date displayed above
 KV7022.which is a decimal equivalence of Year/Month/Day.
 KV7022
 KV7022.The orthometric height was determined by GPS observations and a
 KV7022.high-resolution geoid model.
 KV7022
 KV7022.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7022.GEOID18 height accuracy estimate available here.
 KV7022
 KV7022.Click photographs - Photos may exist for this station.
 KV7022
 KV7022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7022
 KV7022.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7022
 KV7022.The ellipsoidal height was determined by GPS observations
 KV7022.and is referenced to NAD 83.
 KV7022
 KV7022. The following values were computed from the NAD 83(2011) position.
 KV7022
 KV7022;                    North         East     Units Scale Factor Converg.
 KV7022;SPC NJ       -   134,564.008   179,004.794   MT  0.99991035   +0 13 07.3
 KV7022;SPC NJ       -   441,482.08    587,284.89   sFT  0.99991035   +0 13 07.3
 KV7022;UTM  18      - 4,433,087.858   571,648.340   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7164833087(NAD 83)
 KV7022
 KV7022                          SUPERSEDED SURVEY CONTROL
 KV7022
 KV7022  NAD 83(2007)-  40 02 41.94092(N)    074 09 36.30356(W) AD(2002.00) 0
 KV7022  ELLIP H (02/10/07)  -16.939  (m)                       GP(2002.00)    
 KV7022  ELLIP H (10/23/02)  -16.926  (m)                       GP(       ) 4 1
 KV7022  NAD 83(1996)-  40 02 41.94061(N)    074 09 36.30319(W) AD(       ) 1
 KV7022  ELLIP H (05/14/99)  -16.946  (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
 KV7022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7022.See file dsdata.pdf to determine how the superseded data were derived.
 KV7022
 KV7022_MARKER: DD = SURVEY DISK
 KV7022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7022_STAMPING: M.U.A.-12-93
 KV7022_MARK LOGO: NJ0416
 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 = JULY 24, 2026 22:12:30 EDT
 KV7023 ***********************************************************************
 KV7023  DESIGNATION -  0013
 KV7023  PID         -  KV7023
 KV7023  STATE/COUNTY-  NJ/OCEAN
 KV7023  COUNTRY     -  US
 KV7023  USGS QUAD   -  LAKEWOOD (2016)
 KV7023
 KV7023                         *CURRENT SURVEY CONTROL
 KV7023  ______________________________________________________________________
 KV7023* NAD 83(2011) POSITION- 40 03 18.02836(N) 074 08 36.50275(W)   ADJUSTED
 KV7023* NAD 83(2011) ELLIP HT-   -25.485 (meters)        (06/27/12)   ADJUSTED
 KV7023* NAD 83(2011) EPOCH   -  2010.00
 KV7023* NAVD 88 ORTHO HEIGHT -     7.5   (meters)       25.    (feet) GPS OBS
 KV7023  ______________________________________________________________________
 KV7023  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7023  GEOID HEIGHT    -        -33.230 (meters)                     GEOID93
 KV7023  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 KV7023  NAD 83(2011) X  -  1,335,753.020 (meters)                     COMP
 KV7023  NAD 83(2011) Y  - -4,702,737.127 (meters)                     COMP
 KV7023  NAD 83(2011) Z  -  4,082,646.139 (meters)                     COMP
 KV7023  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 KV7023
 KV7023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7023  Standards:
 KV7023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7023  -------------------------------------------------------------------
 KV7023  NETWORK    0.46   0.90           0.20   0.17   0.46      0.08061717
 KV7023  -------------------------------------------------------------------
 KV7023  Click here for local accuracies and other accuracy information.
 KV7023
 KV7023.The horizontal coordinates were established by GPS observations
 KV7023.and adjusted by the National Geodetic Survey in June 2012.
 KV7023
 KV7023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7023.been affixed to the stable North American tectonic plate. See 
 KV7023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7023
 KV7023.The horizontal coordinates are valid at the epoch date displayed above
 KV7023.which is a decimal equivalence of Year/Month/Day.
 KV7023
 KV7023.The orthometric height was determined by GPS observations and a
 KV7023.high-resolution geoid model.
 KV7023
 KV7023.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7023.GEOID18 height accuracy estimate available here.
 KV7023
 KV7023.Click photographs - Photos may exist for this station.
 KV7023
 KV7023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7023
 KV7023.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7023
 KV7023.The ellipsoidal height was determined by GPS observations
 KV7023.and is referenced to NAD 83.
 KV7023
 KV7023. The following values were computed from the NAD 83(2011) position.
 KV7023
 KV7023;                    North         East     Units Scale Factor Converg.
 KV7023;SPC NJ       -   135,682.508   180,417.765   MT  0.99991139   +0 13 46.0
 KV7023;SPC NJ       -   445,151.69    591,920.62   sFT  0.99991139   +0 13 46.0
 KV7023;UTM  18      - 4,434,213.997   573,054.661   MT  0.99966570   +0 33 04.4
 KV7023
 KV7023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7023!SPC NJ       -   1.00000400  x   0.99991139  =   0.99991539
 KV7023!UTM  18      -   1.00000400  x   0.99966570  =   0.99966970
 KV7023
 KV7023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7305434213(NAD 83)
 KV7023
 KV7023                          SUPERSEDED SURVEY CONTROL
 KV7023
 KV7023  NAD 83(2007)-  40 03 18.02875(N)    074 08 36.50320(W) AD(2002.00) 0
 KV7023  ELLIP H (02/10/07)  -25.476  (m)                       GP(2002.00)    
 KV7023  ELLIP H (10/23/02)  -25.463  (m)                       GP(       ) 4 1
 KV7023  NAD 83(1996)-  40 03 18.02844(N)    074 08 36.50285(W) AD(       ) 1
 KV7023  ELLIP H (05/14/99)  -25.483  (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
 KV7023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7023.See file dsdata.pdf to determine how the superseded data were derived.
 KV7023
 KV7023_MARKER: DD = SURVEY DISK
 KV7023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7023_STAMPING: MUA-13-93
 KV7023_MARK LOGO: NJ0416
 KV7023_PROJECTION: FLUSH
 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 - August 02, 2019
 KV7023
 KV7023  HISTORY     - Date     Condition        Report By
 KV7023  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7023  HISTORY     - 20130315 GOOD             JMT
 KV7023  HISTORY     - 20190802 GOOD             NJGS
 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.
 KV7023
 KV7023                          STATION RECOVERY (2013)
 KV7023
 KV7023'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2013 (AEG)
 KV7023'RECOVERED IN GOOD CONDITION.
 KV7023
 KV7023                          STATION RECOVERY (2019)
 KV7023
 KV7023'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV7023'RECOVERED AS DESCRIBED, 0.7 FT (21 CM) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7024 ***********************************************************************
 KV7024  DESIGNATION -  0014
 KV7024  PID         -  KV7024
 KV7024  STATE/COUNTY-  NJ/OCEAN
 KV7024  COUNTRY     -  US
 KV7024  USGS QUAD   -  LAKEWOOD (2016)
 KV7024
 KV7024                         *CURRENT SURVEY CONTROL
 KV7024  ______________________________________________________________________
 KV7024* NAD 83(2011) POSITION- 40 03 07.48860(N) 074 07 35.90898(W)   ADJUSTED
 KV7024* NAD 83(2011) ELLIP HT-   -31.911 (meters)        (06/27/12)   ADJUSTED
 KV7024* NAD 83(2011) EPOCH   -  2010.00
 KV7024* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) GPS OBS
 KV7024  ______________________________________________________________________
 KV7024  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7024  GEOID HEIGHT    -        -33.250 (meters)                     GEOID93
 KV7024  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 KV7024  NAD 83(2011) X  -  1,337,190.341 (meters)                     COMP
 KV7024  NAD 83(2011) Y  - -4,702,541.006 (meters)                     COMP
 KV7024  NAD 83(2011) Z  -  4,082,393.175 (meters)                     COMP
 KV7024  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 KV7024
 KV7024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7024  Standards:
 KV7024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7024  -------------------------------------------------------------------
 KV7024  NETWORK    0.46   0.90           0.20   0.17   0.46      0.00924561
 KV7024  -------------------------------------------------------------------
 KV7024  Click here for local accuracies and other accuracy information.
 KV7024
 KV7024.The horizontal coordinates were established by GPS observations
 KV7024.and adjusted by the National Geodetic Survey in June 2012.
 KV7024
 KV7024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7024.been affixed to the stable North American tectonic plate. See 
 KV7024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7024
 KV7024.The horizontal coordinates are valid at the epoch date displayed above
 KV7024.which is a decimal equivalence of Year/Month/Day.
 KV7024
 KV7024.The orthometric height was determined by GPS observations and a
 KV7024.high-resolution geoid model.
 KV7024
 KV7024.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7024.GEOID18 height accuracy estimate available here.
 KV7024
 KV7024.Click photographs - Photos may exist for this station.
 KV7024
 KV7024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7024
 KV7024.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7024
 KV7024.The ellipsoidal height was determined by GPS observations
 KV7024.and is referenced to NAD 83.
 KV7024
 KV7024. The following values were computed from the NAD 83(2011) position.
 KV7024
 KV7024;                    North         East     Units Scale Factor Converg.
 KV7024;SPC NJ       -   135,363.345   181,855.151   MT  0.99991249   +0 14 24.9
 KV7024;SPC NJ       -   444,104.57    596,636.44   sFT  0.99991249   +0 14 24.9
 KV7024;UTM  18      - 4,433,902.988   574,493.464   MT  0.99966831   +0 33 43.3
 KV7024
 KV7024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7024!SPC NJ       -   1.00000501  x   0.99991249  =   0.99991750
 KV7024!UTM  18      -   1.00000501  x   0.99966831  =   0.99967331
 KV7024
 KV7024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7449333902(NAD 83)
 KV7024
 KV7024                          SUPERSEDED SURVEY CONTROL
 KV7024
 KV7024  NAD 83(2007)-  40 03 07.48899(N)    074 07 35.90943(W) AD(2002.00) 0
 KV7024  ELLIP H (02/10/07)  -31.902  (m)                       GP(2002.00)    
 KV7024  ELLIP H (10/23/02)  -31.890  (m)                       GP(       ) 4 1
 KV7024  NAD 83(1996)-  40 03 07.48870(N)    074 07 35.90907(W) AD(       ) 1
 KV7024  ELLIP H (05/14/99)  -31.910  (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
 KV7024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7024.See file dsdata.pdf to determine how the superseded data were derived.
 KV7024
 KV7024_MARKER: DD = SURVEY DISK
 KV7024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7024_STAMPING: M.U.A.-14-93
 KV7024_MARK LOGO: NJ0416
 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 = JULY 24, 2026 22:12:30 EDT
 KV7026 ***********************************************************************
 KV7026  DESIGNATION -  0016
 KV7026  PID         -  KV7026
 KV7026  STATE/COUNTY-  NJ/OCEAN
 KV7026  COUNTRY     -  US
 KV7026  USGS QUAD   -  POINT PLEASANT (2019)
 KV7026
 KV7026                         *CURRENT SURVEY CONTROL
 KV7026  ______________________________________________________________________
 KV7026* NAD 83(2011) POSITION- 40 04 05.58940(N) 074 06 05.48073(W)   ADJUSTED
 KV7026* NAD 83(2011) ELLIP HT-   -28.017 (meters)        (06/27/12)   ADJUSTED
 KV7026* NAD 83(2011) EPOCH   -  2010.00
 KV7026* NAVD 88 ORTHO HEIGHT -     5.0   (meters)       16.    (feet) GPS OBS
 KV7026  ______________________________________________________________________
 KV7026  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7026  GEOID HEIGHT    -        -33.260 (meters)                     GEOID93
 KV7026  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 KV7026  NAD 83(2011) X  -  1,338,936.729 (meters)                     COMP
 KV7026  NAD 83(2011) Y  - -4,700,847.978 (meters)                     COMP
 KV7026  NAD 83(2011) Z  -  4,083,767.231 (meters)                     COMP
 KV7026  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 KV7026
 KV7026  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7026  Standards:
 KV7026         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7026            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7026  -------------------------------------------------------------------
 KV7026  NETWORK    0.42   0.86           0.18   0.16   0.44     -0.01768635
 KV7026  -------------------------------------------------------------------
 KV7026  Click here for local accuracies and other accuracy information.
 KV7026
 KV7026.The horizontal coordinates were established by GPS observations
 KV7026.and adjusted by the National Geodetic Survey in June 2012.
 KV7026
 KV7026.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7026.been affixed to the stable North American tectonic plate. See 
 KV7026.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7026
 KV7026.The horizontal coordinates are valid at the epoch date displayed above
 KV7026.which is a decimal equivalence of Year/Month/Day.
 KV7026
 KV7026.The orthometric height was determined by GPS observations and a
 KV7026.high-resolution geoid model.
 KV7026
 KV7026.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7026.GEOID18 height accuracy estimate available here.
 KV7026
 KV7026.Click photographs - Photos may exist for this station.
 KV7026
 KV7026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7026
 KV7026.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7026
 KV7026.The ellipsoidal height was determined by GPS observations
 KV7026.and is referenced to NAD 83.
 KV7026
 KV7026. The following values were computed from the NAD 83(2011) position.
 KV7026
 KV7026;                    North         East     Units Scale Factor Converg.
 KV7026;SPC NJ       -   137,164.482   183,990.299   MT  0.99991422   +0 15 23.4
 KV7026;SPC NJ       -   450,013.80    603,641.51   sFT  0.99991422   +0 15 23.4
 KV7026;UTM  18      - 4,435,715.648   576,617.945   MT  0.99967226   +0 34 42.2
 KV7026
 KV7026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7026!SPC NJ       -   1.00000440  x   0.99991422  =   0.99991861
 KV7026!UTM  18      -   1.00000440  x   0.99967226  =   0.99967665
 KV7026
 KV7026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7661735715(NAD 83)
 KV7026
 KV7026                          SUPERSEDED SURVEY CONTROL
 KV7026
 KV7026  NAD 83(2007)-  40 04 05.58979(N)    074 06 05.48118(W) AD(2002.00) 0
 KV7026  ELLIP H (02/10/07)  -28.008  (m)                       GP(2002.00)    
 KV7026  ELLIP H (10/23/02)  -27.995  (m)                       GP(       ) 4 1
 KV7026  NAD 83(1996)-  40 04 05.58949(N)    074 06 05.48080(W) AD(       ) 1
 KV7026  ELLIP H (05/14/99)  -28.015  (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
 KV7026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7026.See file dsdata.pdf to determine how the superseded data were derived.
 KV7026
 KV7026_MARKER: DD = SURVEY DISK
 KV7026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7026_STAMPING: M.U.A.-16-93
 KV7026_MARK LOGO: NJ0416
 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  HISTORY     - 20110616 MARK NOT FOUND   GEOCAC
 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.
 KV7026
 KV7026                          STATION RECOVERY (2011)
 KV7026
 KV7026'RECOVERY NOTE BY GEOCACHING 2011 (LLT)
 KV7026'RESULTS WITH MAGNETIC LOCATOR WERE INCONCLUSIVE.  UNDER NEW ASPHAULT
 KV7026'PARKING LOT, IF THERE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7027 ***********************************************************************
 KV7027  DESIGNATION -  0017
 KV7027  PID         -  KV7027
 KV7027  STATE/COUNTY-  NJ/OCEAN
 KV7027  COUNTRY     -  US
 KV7027  USGS QUAD   -  POINT PLEASANT (2019)
 KV7027
 KV7027                         *CURRENT SURVEY CONTROL
 KV7027  ______________________________________________________________________
 KV7027* NAD 83(2011) POSITION- 40 03 26.62724(N) 074 06 42.42470(W)   ADJUSTED
 KV7027* NAD 83(2011) ELLIP HT-   -30.953 (meters)        (06/27/12)   ADJUSTED
 KV7027* NAD 83(2011) EPOCH   -  2010.00
 KV7027* NAVD 88 ORTHO HEIGHT -     2.1   (meters)        7.    (feet) GPS OBS
 KV7027  ______________________________________________________________________
 KV7027  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7027  GEOID HEIGHT    -        -33.260 (meters)                     GEOID93
 KV7027  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 KV7027  NAD 83(2011) X  -  1,338,305.869 (meters)                     COMP
 KV7027  NAD 83(2011) Y  - -4,701,829.466 (meters)                     COMP
 KV7027  NAD 83(2011) Z  -  4,082,845.621 (meters)                     COMP
 KV7027  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 KV7027
 KV7027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7027  Standards:
 KV7027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7027  -------------------------------------------------------------------
 KV7027  NETWORK    0.48   1.00           0.21   0.18   0.51     -0.01771022
 KV7027  -------------------------------------------------------------------
 KV7027  Click here for local accuracies and other accuracy information.
 KV7027
 KV7027.The horizontal coordinates were established by GPS observations
 KV7027.and adjusted by the National Geodetic Survey in June 2012.
 KV7027
 KV7027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7027.been affixed to the stable North American tectonic plate. See 
 KV7027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7027
 KV7027.The horizontal coordinates are valid at the epoch date displayed above
 KV7027.which is a decimal equivalence of Year/Month/Day.
 KV7027
 KV7027.The orthometric height was determined by GPS observations and a
 KV7027.high-resolution geoid model.
 KV7027
 KV7027.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7027.GEOID18 height accuracy estimate available here.
 KV7027
 KV7027.Click photographs - Photos may exist for this station.
 KV7027
 KV7027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7027
 KV7027.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7027
 KV7027.The ellipsoidal height was determined by GPS observations
 KV7027.and is referenced to NAD 83.
 KV7027
 KV7027. The following values were computed from the NAD 83(2011) position.
 KV7027
 KV7027;                    North         East     Units Scale Factor Converg.
 KV7027;SPC NJ       -   135,959.008   183,120.166   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      - 4,434,505.598   575,754.806   MT  0.99967065   +0 34 17.9
 KV7027
 KV7027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7027!SPC NJ       -   1.00000486  x   0.99991350  =   0.99991836
 KV7027!UTM  18      -   1.00000486  x   0.99967065  =   0.99967550
 KV7027
 KV7027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7575434505(NAD 83)
 KV7027
 KV7027                          SUPERSEDED SURVEY CONTROL
 KV7027
 KV7027  NAD 83(2007)-  40 03 26.62763(N)    074 06 42.42515(W) AD(2002.00) 0
 KV7027  ELLIP H (02/10/07)  -30.944  (m)                       GP(2002.00)    
 KV7027  ELLIP H (10/23/02)  -30.931  (m)                       GP(       ) 4 1
 KV7027  NAD 83(1996)-  40 03 26.62733(N)    074 06 42.42477(W) AD(       ) 1
 KV7027  ELLIP H (05/14/99)  -30.951  (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
 KV7027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7027.See file dsdata.pdf to determine how the superseded data were derived.
 KV7027
 KV7027_MARKER: DD = SURVEY DISK
 KV7027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7027_STAMPING: M.U.A.-17-93
 KV7027_MARK LOGO: NJ0416
 KV7027_PROJECTION: RECESSED 5 CENTIMETERS
 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 NOT SUITABLE FOR
 KV7027+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 KV7027
 KV7027  HISTORY     - Date     Condition        Report By
 KV7027  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7027  HISTORY     - 20041223 GOOD             INDIV
 KV7027  HISTORY     - 20201015 GOOD             NJGS
 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.
 KV7027
 KV7027                          STATION RECOVERY (2020)
 KV7027
 KV7027'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7028 ***********************************************************************
 KV7028  DESIGNATION -  0018
 KV7028  PID         -  KV7028
 KV7028  STATE/COUNTY-  NJ/OCEAN
 KV7028  COUNTRY     -  US
 KV7028  USGS QUAD   -  POINT PLEASANT (2019)
 KV7028
 KV7028                         *CURRENT SURVEY CONTROL
 KV7028  ______________________________________________________________________
 KV7028* NAD 83(2011) POSITION- 40 04 06.19724(N) 074 06 36.59712(W)   ADJUSTED
 KV7028* NAD 83(2011) ELLIP HT-   -24.214 (meters)        (06/27/12)   ADJUSTED
 KV7028* NAD 83(2011) EPOCH   -  2010.00
 KV7028* NAVD 88 ORTHO HEIGHT -     8.8   (meters)       29.    (feet) GPS OBS
 KV7028  ______________________________________________________________________
 KV7028  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7028  GEOID HEIGHT    -        -33.250 (meters)                     GEOID93
 KV7028  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 KV7028  NAD 83(2011) X  -  1,338,225.053 (meters)                     COMP
 KV7028  NAD 83(2011) Y  - -4,701,041.104 (meters)                     COMP
 KV7028  NAD 83(2011) Z  -  4,083,784.026 (meters)                     COMP
 KV7028  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 KV7028
 KV7028  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7028  Standards:
 KV7028         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7028            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7028  -------------------------------------------------------------------
 KV7028  NETWORK    0.43   0.84           0.19   0.16   0.43      0.00044646
 KV7028  -------------------------------------------------------------------
 KV7028  Click here for local accuracies and other accuracy information.
 KV7028
 KV7028.The horizontal coordinates were established by GPS observations
 KV7028.and adjusted by the National Geodetic Survey in June 2012.
 KV7028
 KV7028.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7028.been affixed to the stable North American tectonic plate. See 
 KV7028.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7028
 KV7028.The horizontal coordinates are valid at the epoch date displayed above
 KV7028.which is a decimal equivalence of Year/Month/Day.
 KV7028
 KV7028.The orthometric height was determined by GPS observations and a
 KV7028.high-resolution geoid model.
 KV7028
 KV7028.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7028.GEOID18 height accuracy estimate available here.
 KV7028
 KV7028.Click photographs - Photos may exist for this station.
 KV7028
 KV7028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7028
 KV7028.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7028
 KV7028.The ellipsoidal height was determined by GPS observations
 KV7028.and is referenced to NAD 83.
 KV7028
 KV7028. The following values were computed from the NAD 83(2011) position.
 KV7028
 KV7028;                    North         East     Units Scale Factor Converg.
 KV7028;SPC NJ       -   137,179.963   183,252.926   MT  0.99991361   +0 15 03.4
 KV7028;SPC NJ       -   450,064.60    601,222.31   sFT  0.99991361   +0 15 03.4
 KV7028;UTM  18      - 4,435,726.984   575,880.675   MT  0.99967088   +0 34 22.1
 KV7028
 KV7028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7028!SPC NJ       -   1.00000380  x   0.99991361  =   0.99991741
 KV7028!UTM  18      -   1.00000380  x   0.99967088  =   0.99967468
 KV7028
 KV7028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7588035726(NAD 83)
 KV7028
 KV7028                          SUPERSEDED SURVEY CONTROL
 KV7028
 KV7028  NAD 83(2007)-  40 04 06.19763(N)    074 06 36.59757(W) AD(2002.00) 0
 KV7028  ELLIP H (02/10/07)  -24.205  (m)                       GP(2002.00)    
 KV7028  ELLIP H (10/23/02)  -24.192  (m)                       GP(       ) 4 1
 KV7028  NAD 83(1996)-  40 04 06.19734(N)    074 06 36.59720(W) AD(       ) 1
 KV7028  ELLIP H (05/14/99)  -24.212  (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
 KV7028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7028.See file dsdata.pdf to determine how the superseded data were derived.
 KV7028
 KV7028_MARKER: DD = SURVEY DISK
 KV7028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7028_STAMPING: MUA-18-93
 KV7028_MARK LOGO: NJ0416
 KV7028_PROJECTION: RECESSED 3 CENTIMETERS
 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 - October 26, 2020
 KV7028
 KV7028  HISTORY     - Date     Condition        Report By
 KV7028  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7028  HISTORY     - 20201026 GOOD             NJGS
 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.
 KV7028
 KV7028                          STATION RECOVERY (2020)
 KV7028
 KV7028'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7029 ***********************************************************************
 KV7029  DESIGNATION -  0019
 KV7029  PID         -  KV7029
 KV7029  STATE/COUNTY-  NJ/OCEAN
 KV7029  COUNTRY     -  US
 KV7029  USGS QUAD   -  LAKEWOOD (2016)
 KV7029
 KV7029                         *CURRENT SURVEY CONTROL
 KV7029  ______________________________________________________________________
 KV7029* NAD 83(2011) POSITION- 40 05 42.33832(N) 074 08 34.61685(W)   ADJUSTED
 KV7029* NAD 83(2011) ELLIP HT-   -23.581 (meters)        (06/27/12)   ADJUSTED
 KV7029* NAD 83(2011) EPOCH   -  2010.00
 KV7029* NAVD 88 ORTHO HEIGHT -     9.4   (meters)       31.    (feet) GPS OBS
 KV7029  ______________________________________________________________________
 KV7029  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7029  GEOID HEIGHT    -        -33.170 (meters)                     GEOID93
 KV7029  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 KV7029  NAD 83(2011) X  -  1,335,013.451 (meters)                     COMP
 KV7029  NAD 83(2011) Y  - -4,699,969.856 (meters)                     COMP
 KV7029  NAD 83(2011) Z  -  4,086,053.268 (meters)                     COMP
 KV7029  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 KV7029
 KV7029  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7029  Standards:
 KV7029         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7029            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7029  -------------------------------------------------------------------
 KV7029  NETWORK    0.46   0.94           0.20   0.17   0.48      0.01154412
 KV7029  -------------------------------------------------------------------
 KV7029  Click here for local accuracies and other accuracy information.
 KV7029
 KV7029.The horizontal coordinates were established by GPS observations
 KV7029.and adjusted by the National Geodetic Survey in June 2012.
 KV7029
 KV7029.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7029.been affixed to the stable North American tectonic plate. See 
 KV7029.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7029
 KV7029.The horizontal coordinates are valid at the epoch date displayed above
 KV7029.which is a decimal equivalence of Year/Month/Day.
 KV7029
 KV7029.The orthometric height was determined by GPS observations and a
 KV7029.high-resolution geoid model.
 KV7029
 KV7029.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7029.GEOID18 height accuracy estimate available here.
 KV7029
 KV7029.Click photographs - Photos may exist for this station.
 KV7029
 KV7029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7029
 KV7029.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7029
 KV7029.The ellipsoidal height was determined by GPS observations
 KV7029.and is referenced to NAD 83.
 KV7029
 KV7029. The following values were computed from the NAD 83(2011) position.
 KV7029
 KV7029;                    North         East     Units Scale Factor Converg.
 KV7029;SPC NJ       -   140,133.260   180,444.604   MT  0.99991141   +0 13 47.9
 KV7029;SPC NJ       -   459,753.87    592,008.67   sFT  0.99991141   +0 13 47.9
 KV7029;UTM  18      - 4,438,663.736   573,056.492   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  =   0.99966940
 KV7029
 KV7029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7305638663(NAD 83)
 KV7029
 KV7029                          SUPERSEDED SURVEY CONTROL
 KV7029
 KV7029  NAD 83(2007)-  40 05 42.33872(N)    074 08 34.61730(W) AD(2002.00) 0
 KV7029  ELLIP H (02/10/07)  -23.572  (m)                       GP(2002.00)    
 KV7029  ELLIP H (10/23/02)  -23.559  (m)                       GP(       ) 4 1
 KV7029  NAD 83(1996)-  40 05 42.33843(N)    074 08 34.61699(W) AD(       ) 1
 KV7029  ELLIP H (05/14/99)  -23.579  (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
 KV7029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7029.See file dsdata.pdf to determine how the superseded data were derived.
 KV7029
 KV7029_MARKER: DD = SURVEY DISK
 KV7029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7029_STAMPING: M.U.A.-19-93
 KV7029_MARK LOGO: NJ0416
 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  HISTORY     - 20150518 MARK NOT FOUND   BRICK
 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.
 KV7029
 KV7029                          STATION RECOVERY (2015)
 KV7029
 KV7029'RECOVERY NOTE BY BRICK TOWNSHIP MUNICIPAL 2015 (CD)
 KV7029'RAMP CONSTRUCTION FOR INTERCHANGE 91 OF NJ GARDEN STATE PARKWAY
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7030 ***********************************************************************
 KV7030  DESIGNATION -  0020
 KV7030  PID         -  KV7030
 KV7030  STATE/COUNTY-  NJ/OCEAN
 KV7030  COUNTRY     -  US
 KV7030  USGS QUAD   -  LAKEWOOD (2016)
 KV7030
 KV7030                         *CURRENT SURVEY CONTROL
 KV7030  ______________________________________________________________________
 KV7030* NAD 83(2011) POSITION- 40 05 57.23793(N) 074 09 06.79507(W)   ADJUSTED
 KV7030* NAD 83(2011) ELLIP HT-   -24.310 (meters)        (06/27/12)   ADJUSTED
 KV7030* NAD 83(2011) EPOCH   -  2010.00
 KV7030* NAVD 88 ORTHO HEIGHT -     8.6   (meters)       28.    (feet) GPS OBS
 KV7030  ______________________________________________________________________
 KV7030  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7030  GEOID HEIGHT    -        -33.150 (meters)                     GEOID93
 KV7030  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 KV7030  NAD 83(2011) X  -  1,334,199.234 (meters)                     COMP
 KV7030  NAD 83(2011) Y  - -4,699,892.789 (meters)                     COMP
 KV7030  NAD 83(2011) Z  -  4,086,404.335 (meters)                     COMP
 KV7030  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 KV7030
 KV7030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7030  Standards:
 KV7030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7030  -------------------------------------------------------------------
 KV7030  NETWORK    0.59   1.20           0.24   0.24   0.61     -0.09523380
 KV7030  -------------------------------------------------------------------
 KV7030  Click here for local accuracies and other accuracy information.
 KV7030
 KV7030.The horizontal coordinates were established by GPS observations
 KV7030.and adjusted by the National Geodetic Survey in June 2012.
 KV7030
 KV7030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7030.been affixed to the stable North American tectonic plate. See 
 KV7030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7030
 KV7030.The horizontal coordinates are valid at the epoch date displayed above
 KV7030.which is a decimal equivalence of Year/Month/Day.
 KV7030
 KV7030.The orthometric height was determined by GPS observations and a
 KV7030.high-resolution geoid model.
 KV7030
 KV7030.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7030.GEOID18 height accuracy estimate available here.
 KV7030
 KV7030.Click photographs - Photos may exist for this station.
 KV7030
 KV7030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7030
 KV7030.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7030
 KV7030.The ellipsoidal height was determined by GPS observations
 KV7030.and is referenced to NAD 83.
 KV7030
 KV7030. The following values were computed from the NAD 83(2011) position.
 KV7030
 KV7030;                    North         East     Units Scale Factor Converg.
 KV7030;SPC NJ       -   140,589.751   179,680.655   MT  0.99991084   +0 13 27.2
 KV7030;SPC NJ       -   461,251.54    589,502.28   sFT  0.99991084   +0 13 27.2
 KV7030;UTM  18      - 4,439,115.814   572,290.178   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7229039115(NAD 83)
 KV7030
 KV7030                          SUPERSEDED SURVEY CONTROL
 KV7030
 KV7030  NAD 83(2007)-  40 05 57.23833(N)    074 09 06.79553(W) AD(2002.00) 0
 KV7030  ELLIP H (02/10/07)  -24.302  (m)                       GP(2002.00)    
 KV7030  ELLIP H (10/23/02)  -24.288  (m)                       GP(       ) 4 1
 KV7030  NAD 83(1996)-  40 05 57.23805(N)    074 09 06.79522(W) AD(       ) 1
 KV7030  ELLIP H (05/14/99)  -24.308  (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
 KV7030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7030.See file dsdata.pdf to determine how the superseded data were derived.
 KV7030
 KV7030_STAMPING: M.U.A.-20-93
 KV7030_MARK LOGO: NJ0416
 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  HISTORY     - 20201118 MARK NOT FOUND   NJGS
 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.
 KV7030
 KV7030                          STATION RECOVERY (2020)
 KV7030
 KV7030'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7031 ***********************************************************************
 KV7031  DESIGNATION -  0021
 KV7031  PID         -  KV7031
 KV7031  STATE/COUNTY-  NJ/OCEAN
 KV7031  COUNTRY     -  US
 KV7031  USGS QUAD   -  POINT PLEASANT (2019)
 KV7031
 KV7031                         *CURRENT SURVEY CONTROL
 KV7031  ______________________________________________________________________
 KV7031* NAD 83(2011) POSITION- 40 04 56.85164(N) 074 07 03.67147(W)   ADJUSTED
 KV7031* NAD 83(2011) ELLIP HT-   -23.495 (meters)        (06/27/12)   ADJUSTED
 KV7031* NAD 83(2011) EPOCH   -  2010.00
 KV7031* NAVD 88 ORTHO HEIGHT -     9.5   (meters)       31.    (feet) GPS OBS
 KV7031  ______________________________________________________________________
 KV7031  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7031  GEOID HEIGHT    -        -33.220 (meters)                     GEOID93
 KV7031  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 KV7031  NAD 83(2011) X  -  1,337,332.875 (meters)                     COMP
 KV7031  NAD 83(2011) Y  - -4,700,249.814 (meters)                     COMP
 KV7031  NAD 83(2011) Z  -  4,084,979.992 (meters)                     COMP
 KV7031  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 KV7031
 KV7031  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7031  Standards:
 KV7031         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7031            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7031  -------------------------------------------------------------------
 KV7031  NETWORK    0.48   1.02           0.21   0.18   0.52     -0.03085083
 KV7031  -------------------------------------------------------------------
 KV7031  Click here for local accuracies and other accuracy information.
 KV7031
 KV7031.The horizontal coordinates were established by GPS observations
 KV7031.and adjusted by the National Geodetic Survey in June 2012.
 KV7031
 KV7031.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7031.been affixed to the stable North American tectonic plate. See 
 KV7031.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7031
 KV7031.The horizontal coordinates are valid at the epoch date displayed above
 KV7031.which is a decimal equivalence of Year/Month/Day.
 KV7031
 KV7031.The orthometric height was determined by GPS observations and a
 KV7031.high-resolution geoid model.
 KV7031
 KV7031.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7031.GEOID18 height accuracy estimate available here.
 KV7031
 KV7031.Click photographs - Photos may exist for this station.
 KV7031
 KV7031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7031
 KV7031.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7031
 KV7031.The ellipsoidal height was determined by GPS observations
 KV7031.and is referenced to NAD 83.
 KV7031
 KV7031. The following values were computed from the NAD 83(2011) position.
 KV7031
 KV7031;                    North         East     Units Scale Factor Converg.
 KV7031;SPC NJ       -   138,739.382   182,604.700   MT  0.99991308   +0 14 46.2
 KV7031;SPC NJ       -   455,180.79    599,095.59   sFT  0.99991308   +0 14 46.2
 KV7031;UTM  18      - 4,437,282.358   575,223.858   MT  0.99966966   +0 34 05.3
 KV7031
 KV7031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7031!SPC NJ       -   1.00000369  x   0.99991308  =   0.99991677
 KV7031!UTM  18      -   1.00000369  x   0.99966966  =   0.99967334
 KV7031
 KV7031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7522337282(NAD 83)
 KV7031
 KV7031                          SUPERSEDED SURVEY CONTROL
 KV7031
 KV7031  NAD 83(2007)-  40 04 56.85204(N)    074 07 03.67193(W) AD(2002.00) 0
 KV7031  ELLIP H (02/10/07)  -23.486  (m)                       GP(2002.00)    
 KV7031  ELLIP H (10/23/02)  -23.473  (m)                       GP(       ) 4 1
 KV7031  NAD 83(1996)-  40 04 56.85175(N)    074 07 03.67161(W) AD(       ) 1
 KV7031  ELLIP H (05/14/99)  -23.493  (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
 KV7031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7031.See file dsdata.pdf to determine how the superseded data were derived.
 KV7031
 KV7031_MARKER: DD = SURVEY DISK
 KV7031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7031_STAMPING: MUA-21-93
 KV7031_MARK LOGO: NJ0416
 KV7031_PROJECTION: RECESSED 10 CENTIMETERS
 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 - October 26, 2020
 KV7031
 KV7031  HISTORY     - Date     Condition        Report By
 KV7031  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7031  HISTORY     - 20201026 GOOD             NJGS
 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.
 KV7031
 KV7031                          STATION RECOVERY (2020)
 KV7031
 KV7031'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7033 ***********************************************************************
 KV7033  DESIGNATION -  0023
 KV7033  PID         -  KV7033
 KV7033  STATE/COUNTY-  NJ/OCEAN
 KV7033  COUNTRY     -  US
 KV7033  USGS QUAD   -  POINT PLEASANT (2019)
 KV7033
 KV7033                         *CURRENT SURVEY CONTROL
 KV7033  ______________________________________________________________________
 KV7033* NAD 83(2011) POSITION- 40 06 10.30958(N) 074 05 34.41000(W)   ADJUSTED
 KV7033* NAD 83(2011) ELLIP HT-   -31.570 (meters)        (06/27/12)   ADJUSTED
 KV7033* NAD 83(2011) EPOCH   -  2010.00
 KV7033* NAVD 88 ORTHO HEIGHT -     1.4   (meters)        5.    (feet) GPS OBS
 KV7033  ______________________________________________________________________
 KV7033  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7033  GEOID HEIGHT    -        -33.230 (meters)                     GEOID93
 KV7033  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 KV7033  NAD 83(2011) X  -  1,338,965.174 (meters)                     COMP
 KV7033  NAD 83(2011) Y  - -4,698,261.415 (meters)                     COMP
 KV7033  NAD 83(2011) Z  -  4,086,708.050 (meters)                     COMP
 KV7033  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 KV7033
 KV7033  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7033  Standards:
 KV7033         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7033            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7033  -------------------------------------------------------------------
 KV7033  NETWORK    0.49   0.98           0.20   0.20   0.50     -0.12042330
 KV7033  -------------------------------------------------------------------
 KV7033  Click here for local accuracies and other accuracy information.
 KV7033
 KV7033.The horizontal coordinates were established by GPS observations
 KV7033.and adjusted by the National Geodetic Survey in June 2012.
 KV7033
 KV7033.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7033.been affixed to the stable North American tectonic plate. See 
 KV7033.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7033
 KV7033.The horizontal coordinates are valid at the epoch date displayed above
 KV7033.which is a decimal equivalence of Year/Month/Day.
 KV7033
 KV7033.The orthometric height was determined by GPS observations and a
 KV7033.high-resolution geoid model.
 KV7033
 KV7033.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7033.GEOID18 height accuracy estimate available here.
 KV7033
 KV7033.Click photographs - Photos may exist for this station.
 KV7033
 KV7033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7033
 KV7033.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7033
 KV7033.The ellipsoidal height was determined by GPS observations
 KV7033.and is referenced to NAD 83.
 KV7033
 KV7033. The following values were computed from the NAD 83(2011) position.
 KV7033
 KV7033;                    North         East     Units Scale Factor Converg.
 KV7033;SPC NJ       -   141,014.241   184,708.909   MT  0.99991483   +0 15 44.1
 KV7033;SPC NJ       -   462,644.22    605,999.15   sFT  0.99991483   +0 15 44.1
 KV7033;UTM  18      - 4,439,568.454   577,314.741   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7731439568(NAD 83)
 KV7033
 KV7033                          SUPERSEDED SURVEY CONTROL
 KV7033
 KV7033  NAD 83(2007)-  40 06 10.30999(N)    074 05 34.41046(W) AD(2002.00) 0
 KV7033  ELLIP H (02/10/07)  -31.562  (m)                       GP(2002.00)    
 KV7033  ELLIP H (10/23/02)  -31.547  (m)                       GP(       ) 4 1
 KV7033  NAD 83(1996)-  40 06 10.30973(N)    074 05 34.41019(W) AD(       ) 1
 KV7033  ELLIP H (05/14/99)  -31.567  (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
 KV7033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7033.See file dsdata.pdf to determine how the superseded data were derived.
 KV7033
 KV7033_STAMPING: M.U.A.-23-93
 KV7033_MARK LOGO: NJ0416
 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  HISTORY     - 20201028 MARK NOT FOUND   NJGS
 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.
 KV7033
 KV7033                          STATION RECOVERY (2020)
 KV7033
 KV7033'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7033'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7034 ***********************************************************************
 KV7034  DESIGNATION -  0024
 KV7034  PID         -  KV7034
 KV7034  STATE/COUNTY-  NJ/OCEAN
 KV7034  COUNTRY     -  US
 KV7034  USGS QUAD   -  POINT PLEASANT (2019)
 KV7034
 KV7034                         *CURRENT SURVEY CONTROL
 KV7034  ______________________________________________________________________
 KV7034* NAD 83(2011) POSITION- 40 06 34.51906(N) 074 06 02.00607(W)   ADJUSTED
 KV7034* NAD 83(2011) ELLIP HT-   -17.379 (meters)        (06/27/12)   ADJUSTED
 KV7034* NAD 83(2011) EPOCH   -  2010.00
 KV7034* NAVD 88 ORTHO HEIGHT -    15.6   (meters)       51.    (feet) GPS OBS
 KV7034  ______________________________________________________________________
 KV7034  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7034  GEOID HEIGHT    -        -33.210 (meters)                     GEOID93
 KV7034  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 KV7034  NAD 83(2011) X  -  1,338,207.779 (meters)                     COMP
 KV7034  NAD 83(2011) Y  - -4,697,988.323 (meters)                     COMP
 KV7034  NAD 83(2011) Z  -  4,087,288.309 (meters)                     COMP
 KV7034  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 KV7034
 KV7034  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7034  Standards:
 KV7034         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7034            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7034  -------------------------------------------------------------------
 KV7034  NETWORK    0.48   0.94           0.21   0.18   0.48     -0.08112266
 KV7034  -------------------------------------------------------------------
 KV7034  Click here for local accuracies and other accuracy information.
 KV7034
 KV7034.The horizontal coordinates were established by GPS observations
 KV7034.and adjusted by the National Geodetic Survey in June 2012.
 KV7034
 KV7034.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7034.been affixed to the stable North American tectonic plate. See 
 KV7034.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7034
 KV7034.The horizontal coordinates are valid at the epoch date displayed above
 KV7034.which is a decimal equivalence of Year/Month/Day.
 KV7034
 KV7034.The orthometric height was determined by GPS observations and a
 KV7034.high-resolution geoid model.
 KV7034
 KV7034.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7034.GEOID18 height accuracy estimate available here.
 KV7034
 KV7034.Click photographs - Photos may exist for this station.
 KV7034
 KV7034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7034
 KV7034.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7034
 KV7034.The ellipsoidal height was determined by GPS observations
 KV7034.and is referenced to NAD 83.
 KV7034
 KV7034. The following values were computed from the NAD 83(2011) position.
 KV7034
 KV7034;                    North         East     Units Scale Factor Converg.
 KV7034;SPC NJ       -   141,757.912   184,052.009   MT  0.99991427   +0 15 26.4
 KV7034;SPC NJ       -   465,084.08    603,843.97   sFT  0.99991427   +0 15 26.4
 KV7034;UTM  18      - 4,440,308.241   576,653.829   MT  0.99967233   +0 34 46.2
 KV7034
 KV7034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7034!SPC NJ       -   1.00000273  x   0.99991427  =   0.99991700
 KV7034!UTM  18      -   1.00000273  x   0.99967233  =   0.99967506
 KV7034
 KV7034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7665340308(NAD 83)
 KV7034
 KV7034                          SUPERSEDED SURVEY CONTROL
 KV7034
 KV7034  NAD 83(2007)-  40 06 34.51947(N)    074 06 02.00653(W) AD(2002.00) 0
 KV7034  ELLIP H (02/10/07)  -17.370  (m)                       GP(2002.00)    
 KV7034  ELLIP H (10/23/02)  -17.356  (m)                       GP(       ) 4 1
 KV7034  NAD 83(1996)-  40 06 34.51920(N)    074 06 02.00625(W) AD(       ) 1
 KV7034  ELLIP H (05/14/99)  -17.376  (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
 KV7034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7034.See file dsdata.pdf to determine how the superseded data were derived.
 KV7034
 KV7034_MARKER: DD = SURVEY DISK
 KV7034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7034_STAMPING: MUA-24-93
 KV7034_MARK LOGO: NJ0416
 KV7034_PROJECTION: FLUSH
 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 - November 19, 2020
 KV7034
 KV7034  HISTORY     - Date     Condition        Report By
 KV7034  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7034  HISTORY     - 20201119 GOOD             NJGS
 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.
 KV7034
 KV7034                          STATION RECOVERY (2020)
 KV7034
 KV7034'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7034'GUM TREE WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7036 ***********************************************************************
 KV7036  DESIGNATION -  0026
 KV7036  PID         -  KV7036
 KV7036  STATE/COUNTY-  NJ/OCEAN
 KV7036  COUNTRY     -  US
 KV7036  USGS QUAD   -  POINT PLEASANT (2019)
 KV7036
 KV7036                         *CURRENT SURVEY CONTROL
 KV7036  ______________________________________________________________________
 KV7036* NAD 83(2011) POSITION- 40 07 21.72926(N) 074 07 17.11047(W)   ADJUSTED
 KV7036* NAD 83(2011) ELLIP HT-    -6.673 (meters)        (06/27/12)   ADJUSTED
 KV7036* NAD 83(2011) EPOCH   -  2010.00
 KV7036* NAVD 88 ORTHO HEIGHT -    26.3   (meters)       86.    (feet) GPS OBS
 KV7036  ______________________________________________________________________
 KV7036  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7036  GEOID HEIGHT    -        -33.150 (meters)                     GEOID93
 KV7036  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 KV7036  NAD 83(2011) X  -  1,336,242.613 (meters)                     COMP
 KV7036  NAD 83(2011) Y  - -4,697,580.709 (meters)                     COMP
 KV7036  NAD 83(2011) Z  -  4,088,408.767 (meters)                     COMP
 KV7036  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 KV7036
 KV7036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7036  Standards:
 KV7036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7036  -------------------------------------------------------------------
 KV7036  NETWORK    0.61   1.31           0.27   0.23   0.67     -0.02591006
 KV7036  -------------------------------------------------------------------
 KV7036  Click here for local accuracies and other accuracy information.
 KV7036
 KV7036.The horizontal coordinates were established by GPS observations
 KV7036.and adjusted by the National Geodetic Survey in June 2012.
 KV7036
 KV7036.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7036.been affixed to the stable North American tectonic plate. See 
 KV7036.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7036
 KV7036.The horizontal coordinates are valid at the epoch date displayed above
 KV7036.which is a decimal equivalence of Year/Month/Day.
 KV7036
 KV7036.The orthometric height was determined by GPS observations and a
 KV7036.high-resolution geoid model.
 KV7036
 KV7036.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7036.GEOID18 height accuracy estimate available here.
 KV7036
 KV7036.Click photographs - Photos may exist for this station.
 KV7036
 KV7036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7036
 KV7036.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7036
 KV7036.The ellipsoidal height was determined by GPS observations
 KV7036.and is referenced to NAD 83.
 KV7036
 KV7036. The following values were computed from the NAD 83(2011) position.
 KV7036
 KV7036;                    North         East     Units Scale Factor Converg.
 KV7036;SPC NJ       -   143,206.124   182,267.317   MT  0.99991281   +0 14 38.3
 KV7036;SPC NJ       -   469,835.43    597,988.69   sFT  0.99991281   +0 14 38.3
 KV7036;UTM  18      - 4,441,746.044   574,861.457   MT  0.99966899   +0 33 58.3
 KV7036
 KV7036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7036!SPC NJ       -   1.00000105  x   0.99991281  =   0.99991386
 KV7036!UTM  18      -   1.00000105  x   0.99966899  =   0.99967004
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7486141746(NAD 83)
 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  NAD 83(2007)-  40 07 21.72966(N)    074 07 17.11093(W) AD(2002.00) 0
 KV7036  ELLIP H (02/10/07)   -6.665  (m)                       GP(2002.00)    
 KV7036  ELLIP H (10/23/02)   -6.651  (m)                       GP(       ) 4 1
 KV7036  NAD 83(1996)-  40 07 21.72938(N)    074 07 17.11063(W) AD(       ) 1
 KV7036  ELLIP H (05/14/99)   -6.671  (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
 KV7036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7036.See file dsdata.pdf to determine how the superseded data were derived.
 KV7036
 KV7036_MARKER: DD = SURVEY DISK
 KV7036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7036_STAMPING: MUA-26-93
 KV7036_MARK LOGO: NJ0416
 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 = JULY 24, 2026 22:12:30 EDT
 KV7037 ***********************************************************************
 KV7037  DESIGNATION -  0027
 KV7037  PID         -  KV7037
 KV7037  STATE/COUNTY-  NJ/OCEAN
 KV7037  COUNTRY     -  US
 KV7037  USGS QUAD   -  LAKEWOOD (2016)
 KV7037
 KV7037                         *CURRENT SURVEY CONTROL
 KV7037  ______________________________________________________________________
 KV7037* NAD 83(2011) POSITION- 40 06 09.81364(N) 074 07 40.76967(W)   ADJUSTED
 KV7037* NAD 83(2011) ELLIP HT-   -18.450 (meters)        (06/27/12)   ADJUSTED
 KV7037* NAD 83(2011) EPOCH   -  2010.00
 KV7037* NAVD 88 ORTHO HEIGHT -    14.5   (meters)       48.    (feet) GPS OBS
 KV7037  ______________________________________________________________________
 KV7037  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7037  GEOID HEIGHT    -        -33.180 (meters)                     GEOID93
 KV7037  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 KV7037  NAD 83(2011) X  -  1,336,092.165 (meters)                     COMP
 KV7037  NAD 83(2011) Y  - -4,699,099.926 (meters)                     COMP
 KV7037  NAD 83(2011) Z  -  4,086,704.802 (meters)                     COMP
 KV7037  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 KV7037
 KV7037  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7037  Standards:
 KV7037         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7037            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7037  -------------------------------------------------------------------
 KV7037  NETWORK    0.49   1.00           0.21   0.19   0.51     -0.01729365
 KV7037  -------------------------------------------------------------------
 KV7037  Click here for local accuracies and other accuracy information.
 KV7037
 KV7037.The horizontal coordinates were established by GPS observations
 KV7037.and adjusted by the National Geodetic Survey in June 2012.
 KV7037
 KV7037.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7037.been affixed to the stable North American tectonic plate. See 
 KV7037.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7037
 KV7037.The horizontal coordinates are valid at the epoch date displayed above
 KV7037.which is a decimal equivalence of Year/Month/Day.
 KV7037
 KV7037.The orthometric height was determined by GPS observations and a
 KV7037.high-resolution geoid model.
 KV7037
 KV7037.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7037.GEOID18 height accuracy estimate available here.
 KV7037
 KV7037.Click photographs - Photos may exist for this station.
 KV7037
 KV7037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7037
 KV7037.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7037
 KV7037.The ellipsoidal height was determined by GPS observations
 KV7037.and is referenced to NAD 83.
 KV7037
 KV7037. The following values were computed from the NAD 83(2011) position.
 KV7037
 KV7037;                    North         East     Units Scale Factor Converg.
 KV7037;SPC NJ       -   140,985.839   181,716.446   MT  0.99991238   +0 14 22.7
 KV7037;SPC NJ       -   462,551.04    596,181.37   sFT  0.99991238   +0 14 22.7
 KV7037;UTM  18      - 4,439,523.241   574,323.212   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7432339523(NAD 83)
 KV7037
 KV7037                          SUPERSEDED SURVEY CONTROL
 KV7037
 KV7037  NAD 83(2007)-  40 06 09.81404(N)    074 07 40.77013(W) AD(2002.00) 0
 KV7037  ELLIP H (02/10/07)  -18.441  (m)                       GP(2002.00)    
 KV7037  ELLIP H (10/23/02)  -18.428  (m)                       GP(       ) 4 1
 KV7037  NAD 83(1996)-  40 06 09.81376(N)    074 07 40.76983(W) AD(       ) 1
 KV7037  ELLIP H (05/14/99)  -18.448  (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
 KV7037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7037.See file dsdata.pdf to determine how the superseded data were derived.
 KV7037
 KV7037_MARKER: DD = SURVEY DISK
 KV7037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7037_STAMPING: MUA-27-93
 KV7037_MARK LOGO: NJ0416
 KV7037_PROJECTION: FLUSH
 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 - November 18, 2020
 KV7037
 KV7037  HISTORY     - Date     Condition        Report By
 KV7037  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7037  HISTORY     - 20201118 GOOD             NJGS
 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.
 KV7037
 KV7037                          STATION RECOVERY (2020)
 KV7037
 KV7037'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7038 ***********************************************************************
 KV7038  DESIGNATION -  0028
 KV7038  PID         -  KV7038
 KV7038  STATE/COUNTY-  NJ/OCEAN
 KV7038  COUNTRY     -  US
 KV7038  USGS QUAD   -  LAKEWOOD (2016)
 KV7038
 KV7038                         *CURRENT SURVEY CONTROL
 KV7038  ______________________________________________________________________
 KV7038* NAD 83(2011) POSITION- 40 06 36.72503(N) 074 08 08.61639(W)   ADJUSTED
 KV7038* NAD 83(2011) ELLIP HT-   -15.360 (meters)        (06/27/12)   ADJUSTED
 KV7038* NAD 83(2011) EPOCH   -  2010.00
 KV7038* NAVD 88 ORTHO HEIGHT -    17.6   (meters)       58.    (feet) GPS OBS
 KV7038  ______________________________________________________________________
 KV7038  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7038  GEOID HEIGHT    -        -33.150 (meters)                     GEOID93
 KV7038  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 KV7038  NAD 83(2011) X  -  1,335,312.227 (meters)                     COMP
 KV7038  NAD 83(2011) Y  - -4,698,768.182 (meters)                     COMP
 KV7038  NAD 83(2011) Z  -  4,087,341.647 (meters)                     COMP
 KV7038  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 KV7038
 KV7038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7038  Standards:
 KV7038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7038  -------------------------------------------------------------------
 KV7038  NETWORK    0.50   1.04           0.22   0.19   0.53     -0.00433757
 KV7038  -------------------------------------------------------------------
 KV7038  Click here for local accuracies and other accuracy information.
 KV7038
 KV7038.The horizontal coordinates were established by GPS observations
 KV7038.and adjusted by the National Geodetic Survey in June 2012.
 KV7038
 KV7038.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7038.been affixed to the stable North American tectonic plate. See 
 KV7038.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7038
 KV7038.The horizontal coordinates are valid at the epoch date displayed above
 KV7038.which is a decimal equivalence of Year/Month/Day.
 KV7038
 KV7038.The orthometric height was determined by GPS observations and a
 KV7038.high-resolution geoid model.
 KV7038
 KV7038.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7038.GEOID18 height accuracy estimate available here.
 KV7038
 KV7038.Click photographs - Photos may exist for this station.
 KV7038
 KV7038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7038
 KV7038.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7038
 KV7038.The ellipsoidal height was determined by GPS observations
 KV7038.and is referenced to NAD 83.
 KV7038
 KV7038. The following values were computed from the NAD 83(2011) position.
 KV7038
 KV7038;                    North         East     Units Scale Factor Converg.
 KV7038;SPC NJ       -   141,813.072   181,053.563   MT  0.99991187   +0 14 04.9
 KV7038;SPC NJ       -   465,265.05    594,006.56   sFT  0.99991187   +0 14 04.9
 KV7038;UTM  18      - 4,440,346.531   573,655.851   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7365540346(NAD 83)
 KV7038
 KV7038                          SUPERSEDED SURVEY CONTROL
 KV7038
 KV7038  NAD 83(2007)-  40 06 36.72543(N)    074 08 08.61684(W) AD(2002.00) 0
 KV7038  ELLIP H (02/10/07)  -15.352  (m)                       GP(2002.00)    
 KV7038  ELLIP H (10/23/02)  -15.338  (m)                       GP(       ) 4 1
 KV7038  NAD 83(1996)-  40 06 36.72514(N)    074 08 08.61654(W) AD(       ) 1
 KV7038  ELLIP H (05/14/99)  -15.358  (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
 KV7038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7038.See file dsdata.pdf to determine how the superseded data were derived.
 KV7038
 KV7038_MARKER: DD = SURVEY DISK
 KV7038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7038_STAMPING: MUA-28-93
 KV7038_MARK LOGO: NJ0416
 KV7038_PROJECTION: FLUSH
 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 - November 19, 2020
 KV7038
 KV7038  HISTORY     - Date     Condition        Report By
 KV7038  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7038  HISTORY     - 20201119 GOOD             NJGS
 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.
 KV7038
 KV7038                          STATION RECOVERY (2020)
 KV7038
 KV7038'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7039 ***********************************************************************
 KV7039  DESIGNATION -  0029
 KV7039  PID         -  KV7039
 KV7039  STATE/COUNTY-  NJ/OCEAN
 KV7039  COUNTRY     -  US
 KV7039  USGS QUAD   -  LAKEWOOD (2016)
 KV7039
 KV7039                         *CURRENT SURVEY CONTROL
 KV7039  ______________________________________________________________________
 KV7039* NAD 83(2011) POSITION- 40 04 05.35220(N) 074 07 52.61023(W)   ADJUSTED
 KV7039* NAD 83(2011) ELLIP HT-   -24.551 (meters)        (06/27/12)   ADJUSTED
 KV7039* NAD 83(2011) EPOCH   -  2010.00
 KV7039* NAVD 88 ORTHO HEIGHT -     8.5   (meters)       28.    (feet) GPS OBS
 KV7039  ______________________________________________________________________
 KV7039  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7039  GEOID HEIGHT    -        -33.220 (meters)                     GEOID93
 KV7039  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 KV7039  NAD 83(2011) X  -  1,336,497.043 (meters)                     COMP
 KV7039  NAD 83(2011) Y  - -4,701,549.840 (meters)                     COMP
 KV7039  NAD 83(2011) Z  -  4,083,763.863 (meters)                     COMP
 KV7039  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 KV7039
 KV7039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7039  Standards:
 KV7039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7039  -------------------------------------------------------------------
 KV7039  NETWORK    0.43   0.84           0.19   0.16   0.43      0.00433491
 KV7039  -------------------------------------------------------------------
 KV7039  Click here for local accuracies and other accuracy information.
 KV7039
 KV7039.The horizontal coordinates were established by GPS observations
 KV7039.and adjusted by the National Geodetic Survey in June 2012.
 KV7039
 KV7039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7039.been affixed to the stable North American tectonic plate. See 
 KV7039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7039
 KV7039.The horizontal coordinates are valid at the epoch date displayed above
 KV7039.which is a decimal equivalence of Year/Month/Day.
 KV7039
 KV7039.The orthometric height was determined by GPS observations and a
 KV7039.high-resolution geoid model.
 KV7039
 KV7039.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7039.GEOID18 height accuracy estimate available here.
 KV7039
 KV7039.Click photographs - Photos may exist for this station.
 KV7039
 KV7039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7039
 KV7039.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7039
 KV7039.The ellipsoidal height was determined by GPS observations
 KV7039.and is referenced to NAD 83.
 KV7039
 KV7039. The following values were computed from the NAD 83(2011) position.
 KV7039
 KV7039;                    North         East     Units Scale Factor Converg.
 KV7039;SPC NJ       -   137,146.227   181,451.937   MT  0.99991217   +0 14 14.4
 KV7039;SPC NJ       -   449,953.91    595,313.56   sFT  0.99991217   +0 14 14.4
 KV7039;UTM  18      - 4,435,683.141   574,080.343   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7408035683(NAD 83)
 KV7039
 KV7039                          SUPERSEDED SURVEY CONTROL
 KV7039
 KV7039  NAD 83(2007)-  40 04 05.35260(N)    074 07 52.61068(W) AD(2002.00) 0
 KV7039  ELLIP H (02/10/07)  -24.542  (m)                       GP(2002.00)    
 KV7039  ELLIP H (10/23/02)  -24.530  (m)                       GP(       ) 4 1
 KV7039  NAD 83(1996)-  40 04 05.35231(N)    074 07 52.61034(W) AD(       ) 1
 KV7039  ELLIP H (05/14/99)  -24.550  (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
 KV7039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7039.See file dsdata.pdf to determine how the superseded data were derived.
 KV7039
 KV7039_MARKER: DD = SURVEY DISK
 KV7039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7039_STAMPING: MUA-29-93
 KV7039_MARK LOGO: NJ0416
 KV7039_PROJECTION: FLUSH
 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 - April 28, 2025
 KV7039
 KV7039  HISTORY     - Date     Condition        Report By
 KV7039  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7039  HISTORY     - 20250428 GOOD             NJGS
 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.
 KV7039
 KV7039                          STATION RECOVERY (2025)
 KV7039
 KV7039'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MI)
 KV7039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7040 ***********************************************************************
 KV7040  DESIGNATION -  0030
 KV7040  PID         -  KV7040
 KV7040  STATE/COUNTY-  NJ/MONMOUTH
 KV7040  COUNTRY     -  US
 KV7040  USGS QUAD   -  ASBURY PARK (2019)
 KV7040
 KV7040                         *CURRENT SURVEY CONTROL
 KV7040  ______________________________________________________________________
 KV7040* NAD 83(2011) POSITION- 40 08 16.37677(N) 074 06 35.51228(W)   ADJUSTED
 KV7040* NAD 83(2011) ELLIP HT-   -29.919 (meters)        (06/27/12)   ADJUSTED
 KV7040* NAD 83(2011) EPOCH   -  2010.00
 KV7040* NAVD 88 ORTHO HEIGHT -     3.0   (meters)       10.    (feet) GPS OBS
 KV7040  ______________________________________________________________________
 KV7040  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7040  GEOID HEIGHT    -        -33.140 (meters)                     GEOID93
 KV7040  GEOID HEIGHT    -        -32.872 (meters)                     GEOID18
 KV7040  NAD 83(2011) X  -  1,336,887.658 (meters)                     COMP
 KV7040  NAD 83(2011) Y  - -4,696,249.178 (meters)                     COMP
 KV7040  NAD 83(2011) Z  -  4,089,682.503 (meters)                     COMP
 KV7040  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 KV7040
 KV7040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7040  Standards:
 KV7040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7040  -------------------------------------------------------------------
 KV7040  NETWORK    0.56   1.12           0.25   0.20   0.57     -0.04934200
 KV7040  -------------------------------------------------------------------
 KV7040  Click here for local accuracies and other accuracy information.
 KV7040
 KV7040.The horizontal coordinates were established by GPS observations
 KV7040.and adjusted by the National Geodetic Survey in June 2012.
 KV7040
 KV7040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7040.been affixed to the stable North American tectonic plate. See 
 KV7040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7040
 KV7040.The horizontal coordinates are valid at the epoch date displayed above
 KV7040.which is a decimal equivalence of Year/Month/Day.
 KV7040
 KV7040.The orthometric height was determined by GPS observations and a
 KV7040.high-resolution geoid model.
 KV7040
 KV7040.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7040.GEOID18 height accuracy estimate available here.
 KV7040
 KV7040.Click photographs - Photos may exist for this station.
 KV7040
 KV7040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7040
 KV7040.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7040
 KV7040.The ellipsoidal height was determined by GPS observations
 KV7040.and is referenced to NAD 83.
 KV7040
 KV7040. The following values were computed from the NAD 83(2011) position.
 KV7040
 KV7040;                    North         East     Units Scale Factor Converg.
 KV7040;SPC NJ       -   144,895.748   183,244.787   MT  0.99991360   +0 15 05.4
 KV7040;SPC NJ       -   475,378.80    601,195.61   sFT  0.99991360   +0 15 05.4
 KV7040;UTM  18      - 4,443,440.728   575,829.173   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7582943440(NAD 83)
 KV7040
 KV7040                          SUPERSEDED SURVEY CONTROL
 KV7040
 KV7040  NAD 83(2007)-  40 08 16.37717(N)    074 06 35.51274(W) AD(2002.00) 0
 KV7040  ELLIP H (02/10/07)  -29.911  (m)                       GP(2002.00)    
 KV7040  ELLIP H (10/23/02)  -29.897  (m)                       GP(       ) 4 1
 KV7040  NAD 83(1996)-  40 08 16.37689(N)    074 06 35.51244(W) AD(       ) 1
 KV7040  ELLIP H (05/14/99)  -29.917  (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
 KV7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7040.See file dsdata.pdf to determine how the superseded data were derived.
 KV7040
 KV7040_MARKER: DD = SURVEY DISK
 KV7040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7040_STAMPING: MUA-30-93
 KV7040_MARK LOGO: NJ0416
 KV7040_PROJECTION: FLUSH
 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 - May 06, 2022
 KV7040
 KV7040  HISTORY     - Date     Condition        Report By
 KV7040  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7040  HISTORY     - 20220506 GOOD             NJGS
 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.
 KV7040
 KV7040                          STATION RECOVERY (2022)
 KV7040
 KV7040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 KV7040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7041 ***********************************************************************
 KV7041  DESIGNATION -  0031
 KV7041  PID         -  KV7041
 KV7041  STATE/COUNTY-  NJ/MONMOUTH
 KV7041  COUNTRY     -  US
 KV7041  USGS QUAD   -  ASBURY PARK (2019)
 KV7041
 KV7041                         *CURRENT SURVEY CONTROL
 KV7041  ______________________________________________________________________
 KV7041* NAD 83(2011) POSITION- 40 08 12.53852(N) 074 06 15.94755(W)   ADJUSTED
 KV7041* NAD 83(2011) ELLIP HT-   -24.373 (meters)        (06/27/12)   ADJUSTED
 KV7041* NAD 83(2011) EPOCH   -  2010.00
 KV7041* NAVD 88 ORTHO HEIGHT -     8.6   (meters)       28.    (feet) GPS OBS
 KV7041  ______________________________________________________________________
 KV7041  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7041  GEOID HEIGHT    -        -33.150 (meters)                     GEOID93
 KV7041  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 KV7041  NAD 83(2011) X  -  1,337,355.165 (meters)                     COMP
 KV7041  NAD 83(2011) Y  - -4,696,199.824 (meters)                     COMP
 KV7041  NAD 83(2011) Z  -  4,089,595.572 (meters)                     COMP
 KV7041  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 KV7041
 KV7041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7041  Standards:
 KV7041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7041  -------------------------------------------------------------------
 KV7041  NETWORK    0.60   1.22           0.27   0.21   0.62     -0.06113109
 KV7041  -------------------------------------------------------------------
 KV7041  Click here for local accuracies and other accuracy information.
 KV7041
 KV7041.The horizontal coordinates were established by GPS observations
 KV7041.and adjusted by the National Geodetic Survey in June 2012.
 KV7041
 KV7041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7041.been affixed to the stable North American tectonic plate. See 
 KV7041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7041
 KV7041.The horizontal coordinates are valid at the epoch date displayed above
 KV7041.which is a decimal equivalence of Year/Month/Day.
 KV7041
 KV7041.The orthometric height was determined by GPS observations and a
 KV7041.high-resolution geoid model.
 KV7041
 KV7041.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7041.GEOID18 height accuracy estimate available here.
 KV7041
 KV7041.Click photographs - Photos may exist for this station.
 KV7041
 KV7041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7041
 KV7041.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7041
 KV7041.The ellipsoidal height was determined by GPS observations
 KV7041.and is referenced to NAD 83.
 KV7041
 KV7041. The following values were computed from the NAD 83(2011) position.
 KV7041
 KV7041;                    North         East     Units Scale Factor Converg.
 KV7041;SPC NJ       -   144,779.421   183,708.420   MT  0.99991398   +0 15 18.0
 KV7041;SPC NJ       -   474,997.15    602,716.71   sFT  0.99991398   +0 15 18.0
 KV7041;UTM  18      - 4,443,327.038   576,293.341   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7629343327(NAD 83)
 KV7041
 KV7041                          SUPERSEDED SURVEY CONTROL
 KV7041
 KV7041  NAD 83(2007)-  40 08 12.53892(N)    074 06 15.94800(W) AD(2002.00) 0
 KV7041  ELLIP H (02/10/07)  -24.364  (m)                       GP(2002.00)    
 KV7041  ELLIP H (10/23/02)  -24.350  (m)                       GP(       ) 4 1
 KV7041  NAD 83(1996)-  40 08 12.53864(N)    074 06 15.94771(W) AD(       ) 1
 KV7041  ELLIP H (05/14/99)  -24.371  (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
 KV7041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7041.See file dsdata.pdf to determine how the superseded data were derived.
 KV7041
 KV7041_MARKER: DD = SURVEY DISK
 KV7041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7041_STAMPING: MUA-31-93
 KV7041_MARK LOGO: NJ0416
 KV7041_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 KV7041+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 KV7041
 KV7041  HISTORY     - Date     Condition        Report By
 KV7041  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7041  HISTORY     - 20220803 GOOD             NJGS
 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.
 KV7041
 KV7041                          STATION RECOVERY (2022)
 KV7041
 KV7041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 KV7041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3228 ***********************************************************************
 DI3228  DESIGNATION -  0063
 DI3228  PID         -  DI3228
 DI3228  STATE/COUNTY-  NJ/CUMBERLAND
 DI3228  COUNTRY     -  US
 DI3228  USGS QUAD   -  NEWFIELD (2019)
 DI3228
 DI3228                         *CURRENT SURVEY CONTROL
 DI3228  ______________________________________________________________________
 DI3228* NAD 83(1986) POSITION- 39 31 16.     (N) 075 03 00.     (W)   SCALED
 DI3228* NAVD 88 ORTHO HEIGHT -    24.292 (meters)       79.70  (feet) ADJUSTED
 DI3228  ______________________________________________________________________
 DI3228  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 DI3228  DYNAMIC HEIGHT  -         24.280 (meters)       79.66  (feet) COMP
 DI3228  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 DI3228
 DI3228  VERT ORDER      -  FIRST     CLASS II
 DI3228
 DI3228.The horizontal coordinates were scaled from a map and have
 DI3228.an estimated accuracy of +/- 6 seconds.
 DI3228
 DI3228.The orthometric height was determined by differential leveling and
 DI3228.adjusted by the NATIONAL GEODETIC SURVEY
 DI3228.in June 2007.
 DI3228
 DI3228.No vertical observational check was made to the station.
 DI3228
 DI3228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3228.GEOID18 height accuracy estimate available here.
 DI3228
 DI3228.Click photographs - Photos may exist for this station.
 DI3228
 DI3228.The dynamic height is computed by dividing the NAVD 88
 DI3228.geopotential number by the normal gravity value computed on the
 DI3228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3228.degrees latitude (g = 980.6199 gals.).
 DI3228
 DI3228.The modeled gravity was interpolated from observed gravity values.
 DI3228
 DI3228;                    North         East    Units  Estimated Accuracy
 DI3228;SPC NJ       -    76,490.      102,710.      MT  (+/- 180 meters Scaled)
 DI3228
 DI3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ957746(NAD 83)
 DI3228
 DI3228                          SUPERSEDED SURVEY CONTROL
 DI3228
 DI3228.No superseded survey control is available for this station.
 DI3228
 DI3228_MARKER: DD = SURVEY DISK
 DI3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3228_STAMPING: 0063
 DI3228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3228+STABILITY: SURFACE MOTION
 DI3228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3228+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DI3228
 DI3228  HISTORY     - Date     Condition        Report By
 DI3228  HISTORY     - UNK      MONUMENTED
 DI3228  HISTORY     - 20030603 GOOD             NJGS
 DI3228
 DI3228                          STATION DESCRIPTION
 DI3228
 DI3228'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3228'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE SOUTH SIDE OF
 DI3228'GARDEN ROAD, COUNTY  ROAD 674.  TO REACH THE STATION FROM THE
 DI3228'INTERSECTION OF STATE ROUTE 55 AND GARDEN  ROAD AT INTERCHANGE 35, GO
 DI3228'EAST ON GARDEN ROAD FOR 1.1 MI (1.77 KM) TO THE STATION ON THE  RIGHT,
 DI3228'SET FLUSH WITH THE GROUND IN AN OPEN FIELD.
 DI3228'
 DI3228'THE STATION IS 6.9 M (22.6 FT) SOUTH FROM THE CENTERLINE OF GARDEN
 DI3228'ROAD, 14.8 M (48.6 FT)  EAST  FROM WOOD UTILITY POLE NUMBER PN 23750,
 DI3228'15.0 M (49.2 FT) SOUTH FROM WOOD UTILITY POLE  NUMBER SJ 2911, 20.0 M
 DI3228'(65.6 FT) WEST FROM A WOOD UTILITY POLE NUMBER WITH NO NUMBER AND  1.0
 DI3228'M (3.3 FT) SOUTH FROM THE SOUTH CURB OF GARDEN ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3229 ***********************************************************************
 DI3229  DESIGNATION -  0064
 DI3229  PID         -  DI3229
 DI3229  STATE/COUNTY-  NJ/CUMBERLAND
 DI3229  COUNTRY     -  US
 DI3229  USGS QUAD   -  NEWFIELD (2019)
 DI3229
 DI3229                         *CURRENT SURVEY CONTROL
 DI3229  ______________________________________________________________________
 DI3229* NAD 83(1986) POSITION- 39 31 18.85   (N) 075 04 03.94   (W)   HD_HELD1
 DI3229* NAVD 88 ORTHO HEIGHT -    24.630 (meters)       80.81  (feet) ADJUSTED
 DI3229  ______________________________________________________________________
 DI3229  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 DI3229  DYNAMIC HEIGHT  -         24.618 (meters)       80.77  (feet) COMP
 DI3229  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 DI3229
 DI3229  VERT ORDER      -  FIRST     CLASS II
 DI3229
 DI3229.The horizontal coordinates were determined by differentially corrected
 DI3229.hand held GPS observations or other comparable positioning techniques
 DI3229.and have an estimated accuracy of +/- 3 meters.
 DI3229
 DI3229.The orthometric height was determined by differential leveling and
 DI3229.adjusted by the NATIONAL GEODETIC SURVEY
 DI3229.in June 2007.
 DI3229
 DI3229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3229.GEOID18 height accuracy estimate available here.
 DI3229
 DI3229.Click photographs - Photos may exist for this station.
 DI3229
 DI3229.The dynamic height is computed by dividing the NAVD 88
 DI3229.geopotential number by the normal gravity value computed on the
 DI3229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3229.degrees latitude (g = 980.6199 gals.).
 DI3229
 DI3229.The modeled gravity was interpolated from observed gravity values.
 DI3229
 DI3229;                    North         East    Units  Estimated Accuracy
 DI3229;SPC NJ       -    76,590.5     101,185.0     MT  (+/- 3 meters HH1 GPS) 
 DI3229
 DI3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9417574697(NAD 83)
 DI3229
 DI3229                          SUPERSEDED SURVEY CONTROL
 DI3229
 DI3229.No superseded survey control is available for this station.
 DI3229
 DI3229_MARKER: DD = SURVEY DISK
 DI3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3229_STAMPING: 0064
 DI3229_MARK LOGO: NJ3460
 DI3229_PROJECTION: PROJECTING 5 CENTIMETERS
 DI3229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3229+STABILITY: SURFACE MOTION
 DI3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3229+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2025
 DI3229
 DI3229  HISTORY     - Date     Condition        Report By
 DI3229  HISTORY     - UNK      MONUMENTED
 DI3229  HISTORY     - 20030603 GOOD             NJGS
 DI3229  HISTORY     - 20171006 SEE DESCRIPTION  NJGS
 DI3229  HISTORY     - 20180227 GOOD             NJGS
 DI3229  HISTORY     - 20251023 GOOD             RAS
 DI3229
 DI3229                          STATION DESCRIPTION
 DI3229
 DI3229'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3229'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE NORTH SIDE SIDE
 DI3229'OF GARDEN ROAD,  COUNTY ROAD 674.  TO REACH THE STATION FROM THE
 DI3229'INTERSECTION OF STATE ROUTE 55 AND  GARDEN ROAD AT INTERCHANGE 35, GO
 DI3229'EAST ON GARDEN ROAD FOR 0.1 MI (0.16 KM) TO THE STATION  ON THE LEFT,
 DI3229'SET FLUSH WITH THE GROUND BETWEEN THE NORTH CURB AND A STEEL BEAM
 DI3229'GUIDERAIL.
 DI3229'
 DI3229'THE STATION IS 47.7 M (156.5 FT) EAST FROM A TRAFFIC SIGN FOR ROUTE 55
 DI3229'SOUTHBOUND, 1.0 M (3.3  FT) NORTH FROM THE NORTH CURB OF GARDEN ROAD,
 DI3229'34.4 M (112.9 FT) WEST FROM AN INLET AND 1.2  M (3.9 FT) SOUTH FROM A
 DI3229'STEEL GUIDERAIL.
 DI3229
 DI3229                          STATION RECOVERY (2017)
 DI3229
 DI3229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3229'SURFACE OF THE DISK IS GOUGE BY LAWN MOWERS.  THE STAMPING ON THE DISK
 DI3229'IS PARTIALLY LEGIBLE.
 DI3229
 DI3229                          STATION RECOVERY (2018)
 DI3229
 DI3229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DI3229'THE STATION IS 62 M (203.4 FT) EAST OF BRIDGE JOINT WITH EAST BRIDGE
 DI3229'ABUTMENT OVER ROUTE 55.
 DI3229
 DI3229                          STATION RECOVERY (2025)
 DI3229
 DI3229'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 DI3229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8458 ***********************************************************************
 AI8458  DESIGNATION -  01378570 A
 AI8458  PID         -  AI8458
 AI8458  STATE/COUNTY-  NJ/BERGEN
 AI8458  COUNTRY     -  US
 AI8458  USGS QUAD   -  HACKENSACK (2019)
 AI8458
 AI8458                         *CURRENT SURVEY CONTROL
 AI8458  ______________________________________________________________________
 AI8458* NAD 83(1986) POSITION- 40 52 45.     (N) 074 02 27.     (W)   SCALED
 AI8458* NAVD 88 ORTHO HEIGHT -     1.495 (meters)        4.90  (feet) ADJUSTED
 AI8458  ______________________________________________________________________
 AI8458  GEOID HEIGHT    -        -31.854 (meters)                     GEOID18
 AI8458  DYNAMIC HEIGHT  -          1.494 (meters)        4.90  (feet) COMP
 AI8458  MODELED GRAVITY -    980,239.7   (mgal)                       NAVD 88
 AI8458
 AI8458  VERT ORDER      -  FIRST     CLASS II
 AI8458
 AI8458.The horizontal coordinates were scaled from a map and have
 AI8458.an estimated accuracy of +/- 6 seconds.
 AI8458
 AI8458.The orthometric height was determined by differential leveling and
 AI8458.adjusted by the NATIONAL GEODETIC SURVEY
 AI8458.in March 2001.
 AI8458
 AI8458.No vertical observational check was made to the station.
 AI8458
 AI8458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8458.GEOID18 height accuracy estimate available here.
 AI8458
 AI8458.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL808257(NAD 83)
 AI8458
 AI8458                          SUPERSEDED SURVEY CONTROL
 AI8458
 AI8458.No superseded survey control is available for this station.
 AI8458
 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 - April 26, 2016
 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  HISTORY     - 20160426 GOOD             INDIV
 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.
 AI8458
 AI8458                          STATION RECOVERY (2016)
 AI8458
 AI8458'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (PB)
 AI8458'STATION IS NORTHWEST FROM THE BRIDGE OPERATORS BOOTH. SET FLUSH IN
 AI8458'ASPHALT. FOLLOW DESCRIPTION ABOVE BUT THE STATION IS NOT IN A SMALL
 AI8458'TRIANGULAR ISLAND BUT IN A PARKING/BOAT RAMP AREA BEHIND THE BRIDGE
 AI8458'OPERATORS BOOTH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8459 ***********************************************************************
 AI8459  DESIGNATION -  01378570 B
 AI8459  PID         -  AI8459
 AI8459  STATE/COUNTY-  NJ/BERGEN
 AI8459  COUNTRY     -  US
 AI8459  USGS QUAD   -  HACKENSACK (2019)
 AI8459
 AI8459                         *CURRENT SURVEY CONTROL
 AI8459  ______________________________________________________________________
 AI8459* NAD 83(1986) POSITION- 40 52 36.     (N) 074 02 34.     (W)   SCALED
 AI8459* NAVD 88 ORTHO HEIGHT -     1.955 (meters)        6.41  (feet) ADJUSTED
 AI8459  ______________________________________________________________________
 AI8459  GEOID HEIGHT    -        -31.863 (meters)                     GEOID18
 AI8459  DYNAMIC HEIGHT  -          1.954 (meters)        6.41  (feet) COMP
 AI8459  MODELED GRAVITY -    980,239.4   (mgal)                       NAVD 88
 AI8459
 AI8459  VERT ORDER      -  FIRST     CLASS II
 AI8459
 AI8459.The horizontal coordinates were scaled from a map and have
 AI8459.an estimated accuracy of +/- 6 seconds.
 AI8459
 AI8459.The orthometric height was determined by differential leveling and
 AI8459.adjusted by the NATIONAL GEODETIC SURVEY
 AI8459.in March 2001.
 AI8459
 AI8459.No vertical observational check was made to the station.
 AI8459
 AI8459.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8459.GEOID18 height accuracy estimate available here.
 AI8459
 AI8459.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL806255(NAD 83)
 AI8459
 AI8459                          SUPERSEDED SURVEY CONTROL
 AI8459
 AI8459.No superseded survey control is available for this station.
 AI8459
 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 = JULY 24, 2026 22:12:30 EDT
 AI7796 ***********************************************************************
 AI7796  FBN         -  This is a Federal Base Network Control Station.
 AI7796  DESIGNATION -  01392590 A
 AI7796  PID         -  AI7796
 AI7796  STATE/COUNTY-  NJ/ESSEX
 AI7796  COUNTRY     -  US
 AI7796  USGS QUAD   -  ELIZABETH (2016)
 AI7796
 AI7796                         *CURRENT SURVEY CONTROL
 AI7796  ______________________________________________________________________
 AI7796* NAD 83(2011) POSITION- 40 43 58.61560(N) 074 09 13.73049(W)   ADJUSTED
 AI7796* NAD 83(2011) ELLIP HT-   -28.699 (meters)        (06/27/12)   ADJUSTED
 AI7796* NAD 83(2011) EPOCH   -  2010.00
 AI7796* NAVD 88 ORTHO HEIGHT -     3.556 (meters)       11.67  (feet) ADJUSTED
 AI7796  ______________________________________________________________________
 AI7796  GEOID HEIGHT    -        -32.268 (meters)                     GEOID18
 AI7796  NAD 83(2011) X  -  1,321,582.803 (meters)                     COMP
 AI7796  NAD 83(2011) Y  - -4,656,045.666 (meters)                     COMP
 AI7796  NAD 83(2011) Z  -  4,139,977.249 (meters)                     COMP
 AI7796  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 AI7796  DYNAMIC HEIGHT  -          3.555 (meters)       11.66  (feet) COMP
 AI7796  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 AI7796
 AI7796  VERT ORDER      -  FIRST     CLASS II
 AI7796
 AI7796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7796  Standards:
 AI7796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7796  -------------------------------------------------------------------
 AI7796  NETWORK    0.64   0.67           0.30   0.21   0.34     -0.00298923
 AI7796  -------------------------------------------------------------------
 AI7796  Click here for local accuracies and other accuracy information.
 AI7796
 AI7796.The horizontal coordinates were established by GPS observations
 AI7796.and adjusted by the National Geodetic Survey in June 2012.
 AI7796
 AI7796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7796.been affixed to the stable North American tectonic plate. See 
 AI7796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7796
 AI7796.The horizontal coordinates are valid at the epoch date displayed above
 AI7796.which is a decimal equivalence of Year/Month/Day.
 AI7796
 AI7796.The orthometric height was determined by differential leveling and
 AI7796.adjusted by the NATIONAL GEODETIC SURVEY
 AI7796.in March 2001.
 AI7796
 AI7796.No vertical observational check was made to the station.
 AI7796
 AI7796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7796.GEOID18 height accuracy estimate available here.
 AI7796
 AI7796.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AI7796
 AI7796.The ellipsoidal height was determined by GPS observations
 AI7796.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AI7796
 AI7796;                    North         East     Units Scale Factor Converg.
 AI7796;SPC NJ       -   210,951.781   179,240.765   MT  0.99991052   +0 13 33.2
 AI7796;SPC NJ       -   692,097.63    588,059.08   sFT  0.99991052   +0 13 33.2
 AI7796;UTM  18      - 4,509,456.842   571,452.387   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7145209456(NAD 83)
 AI7796
 AI7796                          SUPERSEDED SURVEY CONTROL
 AI7796
 AI7796  NAD 83(2007)-  40 43 58.61588(N)    074 09 13.73144(W) AD(2002.00) 0
 AI7796  ELLIP H (02/10/07)  -28.683  (m)                       GP(2002.00)    
 AI7796  NAD 83(1996)-  40 43 58.61622(N)    074 09 13.73151(W) AD(       ) A
 AI7796  ELLIP H (09/24/01)  -28.686  (m)                       GP(       ) 4 1
 AI7796  NAVD 88               3.56   (m)           11.7    (f) LEVELING    3  
 AI7796
 AI7796.Superseded values are not recommended for survey control.
 AI7796
 AI7796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7796.See file dsdata.pdf to determine how the superseded data were derived.
 AI7796
 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: N = NO MAGNETIC MATERIAL
 AI7796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7796+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2025
 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  HISTORY     - 20070605 GOOD             B2A
 AI7796  HISTORY     - 20100119 GOOD             BANC
 AI7796  HISTORY     - 20160524 GOOD             NJGS
 AI7796  HISTORY     - 20171012 GOOD             WOOLPT
 AI7796  HISTORY     - 20240201 GOOD             AAAS
 AI7796  HISTORY     - 20250702 GOOD             AAAS
 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.
 AI7796'
 AI7796'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 AI7796'WITH ACCESS COVER IS STAMPED 01392590 A 1997 AND IS SET FLUSH WITH THE
 AI7796'GROUND.
 AI7796'
 AI7796'THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD
 AI7796'WITH GREASE FILLED SLEEVE DRIVEN TO REFUSAL AT A DEPTH OF 23.78 M
 AI7796'(78.02 FT) AND IS RECESSED ABOUT 10 CM BELOW THE GROUND.  THE SLEEVE
 AI7796'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK, 5.7 METERS
 AI7796'(18.7 FT) NORTH FROM THE WEST END OF A 6 FT (1.8 M) HIGH CHAIN LINK
 AI7796'FENCE ALONG THE NORTH SIDE OF RAYMOND BOULEVARD, 11.5 M (37.7 FT)
 AI7796'NORTHEAST FROM THE CENTERLINE OF THE RAMP LEADING TO THE BRIDGE AND
 AI7796'9.6 M (31.5 FT) NORTH FROM AN ALUMINUM LIGHTPOLE ON THE NORTHEAST SIDE
 AI7796'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 OF
 AI7796'RAYMOND BOULEVARD AND VAN BUREN STREET AT RIVER BANK PARK, DIRECTLY
 AI7796'NORTH AND ACROSS RAYMOND BOULEVARD FROM THE JUNCTION OF VAN BUREN
 AI7796'STREET, ON THE NORTH SIDE OF A SIDEWALK JUST NORTH OF THE BEGINNING OF
 AI7796'THE RAYMOND STREET EXIT FOR THE ENTRANCE RAMP TO THE PASSAIC RIVER
 AI7796'BRIDGE.  OWNERSHIP--CITY OF NEWARK.
 AI7796'
 AI7796'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 280 EXIT
 AI7796'15 AND MC CARTER HIGHWAY, GO SOUTH ON MC CARTER HIGHWAY FOR 1.3 KM
 AI7796'(0.80 MI) TO THE JUNCTION OF RAYMOND BOULEVARD.  TURN LEFT, SOUTHEAST
 AI7796'ON RAYMOND BOULEVARD FOR 0.56 KM (0.35 MI) TO THE Y-JUNCTION OF MARKET
 AI7796'STREET AND RAYMOND BOULEVARD (NOW ONE-WAY WEST).  CONTINUE AHEAD,
 AI7796'SOUTHEAST ON MARKET STREET FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF
 AI7796'FILLMORE STREET.  TURN LEFT, NORTH ON FILLMORE STREET FOR 0.16 KM
 AI7796'(0.10 MI) TO THE JUNCTION OF RAYMOND BOULEVARD (ONE WAY WEST).  TURN
 AI7796'LEFT, WEST ON RAYMOND STREET FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF
 AI7796'VAN BUREN STREET ON THE LEFT AND THE EXIT FOR THE ENTRANCE RAMP TO THE
 AI7796'PASSAIC RIVER BRIDGE AND THE STATION ON THE RIGHT.  YOU CAN HOP THE
 AI7796'CURB OF RAYMOND STREET AND PARK IN AN OPEN AREA ON THE NORTH SIDE OF
 AI7796'THE SIDEWALK.
 AI7796'
 AI7796'THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A
 AI7796'GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH NGS LOGO CAP
 AI7796'FLUSH WITH GROUND.  LOCATED 12.19 M (39.99 FT) SOUTH-SOUTHEAST OF A
 AI7796'METAL POST SUPPORTING SIGN --DO NOT EAT FISH OR CRABS FROM THESE
 AI7796'WATERS--, 10.06 M (33.01 FT) NORTHEAST OF THE EAST END POST OF A CHAIN
 AI7796'LINK FENCE ATTACHED TO THE RETAINING WALL ON THE NORTH SIDE OF THE
 AI7796'ENTRANCE RAMP, 8.1 M (26.6 FT) NORTH OF THE NORTH CURB OF THE ENTRANCE
 AI7796'RAMP, 5.79 M (19.00 FT) NORTH-NORTHWEST OF THE WEST END POST OF A
 AI7796'CHAIN LINK FENCE AT THE ENTRANCE OF THE SIDEWALK AND 3.12 M (10.24 FT)
 AI7796'NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 AI7796
 AI7796                          STATION RECOVERY (2001)
 AI7796
 AI7796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AI7796'RECOVERED AS DESCRIBED.
 AI7796
 AI7796                          STATION RECOVERY (2005)
 AI7796
 AI7796'RECOVERY NOTE BY KS ENGINEERS PC 2005 (HGP)
 AI7796'RECOVERED IN GOOD CONDITION.
 AI7796
 AI7796                          STATION RECOVERY (2007)
 AI7796
 AI7796'RECOVERY NOTE BY B2A CONSULTANTS 2007 (BRB)
 AI7796'TAKE CARE IN HOPPING THE CURBING.  THERE IS A LOW WALL IMMEDIATELY
 AI7796'WEST OF THE MARK, OBSCURED BY WEEDS.  CHAIN-LINK FENCE EXISTS TO THE
 AI7796'EAST.  FENCING IS REPLACED FROM TIME TO TIME AND IT MAY HINDER ACCESS
 AI7796'TO THE MARK.
 AI7796'
 AI7796'RAYMOND BLVD. IS HEAVILY TRAVELED, OFTEN AT HIGH SPEEDS.  SAFER
 AI7796'PARKING IS TO THE SOUTH OF THE BLVD. AT ITS INTERSECTION WITH VAN
 AI7796'BUREN ST.(WITHIN A HUNDRED FET) THE MARK IS IN CLEAR SIGHT WHEN
 AI7796'PARKING NEAR THE STOP STREET.
 AI7796
 AI7796                          STATION RECOVERY (2010)
 AI7796
 AI7796'RECOVERY NOTE BY BANC 3 2010 (ATT)
 AI7796'RECOVERED IN GOOD CONDITION.
 AI7796
 AI7796                          STATION RECOVERY (2016)
 AI7796
 AI7796'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (IMS)
 AI7796'MARK IS 8.56 M (28.1 FT) NORTH FROM CENTER OF CATCH-BASIN LABELLED
 AI7796''CITY OF NEWARK.' CATCH-BASIN IS LOCATED ALONG CURB.  4.77 M (15.6 FT)
 AI7796'NORTHEAST FROM NORTHEAST CORNER OF SIX FOOT TALL 'GREEN' METAL CABINET
 AI7796'SITTING ON CONCRETE PAD.  PROTECTED BY MOVEABLE METAL (CAST IRON)
 AI7796'MANHOLE COVER.
 AI7796
 AI7796                          STATION RECOVERY (2017)
 AI7796
 AI7796'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (BSM)
 AI7796'RECOVERED AS DESCRIBED.
 AI7796
 AI7796                          STATION RECOVERY (2024)
 AI7796
 AI7796'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AI7796'RECOVERED IN GOOD CONDITION.
 AI7796
 AI7796                          STATION RECOVERY (2025)
 AI7796
 AI7796'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AI7796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7797 ***********************************************************************
 AI7797  DESIGNATION -  01392590 B
 AI7797  PID         -  AI7797
 AI7797  STATE/COUNTY-  NJ/ESSEX
 AI7797  COUNTRY     -  US
 AI7797  USGS QUAD   -  ELIZABETH (2016)
 AI7797
 AI7797                         *CURRENT SURVEY CONTROL
 AI7797  ______________________________________________________________________
 AI7797* NAD 83(1986) POSITION- 40 44 02.     (N) 074 09 36.     (W)   SCALED
 AI7797* NAVD 88 ORTHO HEIGHT -     2.102 (meters)        6.90  (feet) ADJUSTED
 AI7797  ______________________________________________________________________
 AI7797  GEOID HEIGHT    -        -32.285 (meters)                     GEOID18
 AI7797  DYNAMIC HEIGHT  -          2.101 (meters)        6.89  (feet) COMP
 AI7797  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 AI7797
 AI7797  VERT ORDER      -  FIRST     CLASS II
 AI7797
 AI7797.The horizontal coordinates were scaled from a map and have
 AI7797.an estimated accuracy of +/- 6 seconds.
 AI7797
 AI7797.The orthometric height was determined by differential leveling and
 AI7797.adjusted by the NATIONAL GEODETIC SURVEY
 AI7797.in March 2001.
 AI7797
 AI7797.No vertical observational check was made to the station.
 AI7797
 AI7797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7797.GEOID18 height accuracy estimate available here.
 AI7797
 AI7797.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL709095(NAD 83)
 AI7797
 AI7797                          SUPERSEDED SURVEY CONTROL
 AI7797
 AI7797.No superseded survey control is available for this station.
 AI7797
 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 - April 19, 2011
 AI7797
 AI7797  HISTORY     - Date     Condition        Report By
 AI7797  HISTORY     - 1997     MONUMENTED       NJGS
 AI7797  HISTORY     - 19980515 GOOD             NJGS
 AI7797  HISTORY     - 20030822 GOOD             USGS
 AI7797  HISTORY     - 20110419 GOOD             INDIV
 AI7797  HISTORY     - 20140716 MARK NOT FOUND   DPKCON
 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.
 AI7797
 AI7797                          STATION RECOVERY (2011)
 AI7797
 AI7797'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (KD)
 AI7797'RECOVERED AS DESCRIBED
 AI7797'UPDATED STATE PLANE COORDINATES
 AI7797'N 692207.19
 AI7797'E 586658.43
 AI7797
 AI7797                          STATION RECOVERY (2014)
 AI7797
 AI7797'RECOVERY NOTE BY DPK CONSULTING LLC 2014
 AI7797'MARK IS GONE.  THE STRUCTURE UPON WHICH IT WAS SET WAS REMOVED DURING
 AI7797'CONSTRUCTION IN 2013.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8462 ***********************************************************************
 AI8462  DESIGNATION -  01407080 A
 AI8462  PID         -  AI8462
 AI8462  STATE/COUNTY-  NJ/MONMOUTH
 AI8462  COUNTRY     -  US
 AI8462  USGS QUAD   -  KEYPORT (2016)
 AI8462
 AI8462                         *CURRENT SURVEY CONTROL
 AI8462  ______________________________________________________________________
 AI8462* NAD 83(1986) POSITION- 40 26 54.01   (N) 074 08 53.37   (W)   HD_HELD1
 AI8462* NAVD 88 ORTHO HEIGHT -     1.779 (meters)        5.84  (feet) ADJUSTED
 AI8462  ______________________________________________________________________
 AI8462  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 AI8462  DYNAMIC HEIGHT  -          1.778 (meters)        5.83  (feet) COMP
 AI8462  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 AI8462
 AI8462  VERT ORDER      -  FIRST     CLASS II
 AI8462
 AI8462.The horizontal coordinates were determined by differentially corrected
 AI8462.hand held GPS observations or other comparable positioning techniques
 AI8462.and have an estimated accuracy of +/- 3 meters.
 AI8462
 AI8462.The orthometric height was determined by differential leveling and
 AI8462.adjusted by the NATIONAL GEODETIC SURVEY
 AI8462.in July 2020.
 AI8462
 AI8462.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8462.GEOID18 height accuracy estimate available here.
 AI8462
 AI8462.Click photographs - Photos may exist for this station.
 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       -   179,351.6     179,844.7     MT  (+/- 3 meters HH1 GPS) 
 AI8462
 AI8462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7223577868(NAD 83)
 AI8462
 AI8462                          SUPERSEDED SURVEY CONTROL
 AI8462
 AI8462  NAVD 88 (03/01/01)    1.781  (m)            5.84   (f) SUPERSEDED  1 2
 AI8462
 AI8462.Superseded values are not recommended for survey control.
 AI8462
 AI8462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8462.See file dsdata.pdf to determine how the superseded data were derived.
 AI8462
 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 - August 22, 2018
 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  HISTORY     - 20180822 GOOD             NJGS
 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.
 AI8462
 AI8462                          STATION RECOVERY (2018)
 AI8462
 AI8462'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI8462'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF SOUTH
 AI8462'AMBOY JUNCTION, 7.4 MI (11.9 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 2.9
 AI8462'MI (4.7 KM) EAST-NORTHEAST OF KEYPORT, IN THE BOROUGH OF UNION BEACH
 AI8462'ON THE GROUNDS OF THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN
 AI8462'AS THE KEANSBURG PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY
 AI8462'THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF
 AI8462'COASTAL ENGINEERING.
 AI8462'
 AI8462'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND ROSEN
 AI8462'LANE, GO 0.35 MI (0.56 KM) NORTH ON ROSEN LANE TO THE GATE ON THE
 AI8462'RIGHT LEADING TO THE IFF CHEMICAL COMPANY AHEAD, PASS THROUGH THE GATE
 AI8462'AND TURN SHARP RIGHT INTO A PAVED PARKING LOT FOR THE IFF EMPLOYEES
 AI8462'FEDERAL CREDIT UNION, GO EAST THROUGH THE PARKING LOT FOR ABOUT 250 FT
 AI8462'(76.2 M) TO THE END OF THE PARKING LOT AND A GRAVEL ROAD AHEAD.
 AI8462'CONTINUE EAST ON THE GRAVEL ROAD FOR ABOUT 0.05 MI (0.08 KM) TO
 AI8462'ANOTHER GATE.  PASS THROUGH THE GATE AND GO EAST, NORTH AND THEN EAST
 AI8462'ON THE GRAVEL ROAD FOR 0.55 MI (0.88 KM) TO THE MAIN GATE FOR THE
 AI8462'FLOOD CONTROL FACILITY AND THE STATION ON THE RIGHT.
 AI8462'
 AI8462'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 AI8462'LARGE CORRUGATED METAL PLATE STORAGE SHED, 10 FT (3.0 M)
 AI8462'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE GRAVEL ENTRANCE ROAD, 10.4 FT
 AI8462'(3.2 M) SOUTH OF THE CENTER OF THE ENTRANCE GATE.
 AI8462'
 AI8462'THE ACCESS COVER IS ABOUT AN INCH BELOW THE GRAVEL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8463 ***********************************************************************
 AI8463  DESIGNATION -  01407080 B
 AI8463  PID         -  AI8463
 AI8463  STATE/COUNTY-  NJ/MONMOUTH
 AI8463  COUNTRY     -  US
 AI8463  USGS QUAD   -  KEYPORT (2016)
 AI8463
 AI8463                         *CURRENT SURVEY CONTROL
 AI8463  ______________________________________________________________________
 AI8463* NAD 83(1986) POSITION- 40 26 55.50   (N) 074 08 52.32   (W)   HD_HELD1
 AI8463* NAVD 88 ORTHO HEIGHT -     4.318 (meters)       14.17  (feet) ADJUSTED
 AI8463  ______________________________________________________________________
 AI8463  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 AI8463  DYNAMIC HEIGHT  -          4.316 (meters)       14.16  (feet) COMP
 AI8463  MODELED GRAVITY -    980,223.1   (mgal)                       NAVD 88
 AI8463
 AI8463  VERT ORDER      -  FIRST     CLASS II
 AI8463
 AI8463.The horizontal coordinates were determined by differentially corrected
 AI8463.hand held GPS observations or other comparable positioning techniques
 AI8463.and have an estimated accuracy of +/- 3 meters.
 AI8463
 AI8463.The orthometric height was determined by differential leveling and
 AI8463.adjusted by the NATIONAL GEODETIC SURVEY
 AI8463.in July 2020.
 AI8463
 AI8463.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8463.GEOID18 height accuracy estimate available here.
 AI8463
 AI8463.Click photographs - Photos may exist for this station.
 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       -   179,397.7     179,869.3     MT  (+/- 3 meters HH1 GPS) 
 AI8463
 AI8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7225977914(NAD 83)
 AI8463
 AI8463                          SUPERSEDED SURVEY CONTROL
 AI8463
 AI8463  NAVD 88 (03/01/01)    4.324  (m)           14.19   (f) SUPERSEDED  1 2
 AI8463
 AI8463.Superseded values are not recommended for survey control.
 AI8463
 AI8463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8463.See file dsdata.pdf to determine how the superseded data were derived.
 AI8463
 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 - August 22, 2018
 AI8463
 AI8463  HISTORY     - Date     Condition        Report By
 AI8463  HISTORY     - 1997     MONUMENTED       NJGS
 AI8463  HISTORY     - 20021031 GOOD             NJGS
 AI8463  HISTORY     - 20031121 GOOD             USGS
 AI8463  HISTORY     - 20180822 GOOD             NJGS
 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.
 AI8463
 AI8463                          STATION RECOVERY (2018)
 AI8463
 AI8463'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI8463'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF SOUTH
 AI8463'AMBOY JUNCTION, 7.4 MI (11.9 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 3.0
 AI8463'MI (4.8 KM) EAST-NORTHEAST OF KEYPORT, IN THE BOROUGH OF UNION BEACH
 AI8463'ON THE GROUNDS OF THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN
 AI8463'AS THE KEANSBURG PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY
 AI8463'THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF
 AI8463'COASTAL ENGINEERING.
 AI8463'
 AI8463'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND ROSEN
 AI8463'LANE, GO 0.35 MI (0.56 KM) NORTH ON ROSEN LANE TO THE GATE ON THE
 AI8463'RIGHT LEADING TO THE IFF CHEMICAL COMPANY AHEAD.  PASS THROUGH THE
 AI8463'GATE AND TURN SHARP RIGHT INTO A PAVED PARKING LOT FOR THE IFF
 AI8463'EMPLOYEES FEDERAL CREDIT UNION, GO EAST THROUGH THE PARKING LOT FOR
 AI8463'ABOUT 250 FT (76.2 M) TO THE END OF THE PARKING LOT AND A GRAVEL ROAD
 AI8463'AHEAD.  CONTINUE EAST ON THE GRAVEL ROAD FOR ABOUT 0.05 MI (0.08 KM)
 AI8463'TO ANOTHER GATE, PASS THROUGH THE GATE AND GO EAST, NORTH AND THEN
 AI8463'EAST ON THE GRAVEL ROAD FOR 0.55 MI (0.88 KM) TO THE MAIN GATE FOR THE
 AI8463'FLOOD CONTROL FACILITY, PASS THROUGH THE GATE AND GO ABOUT 121 FT
 AI8463'(36.9 M) ON THE GRAVEL ROAD TO THE STATION ON THE LEFT, SET FLUSH IN A
 AI8463'DRILL HOLE IN THE TOP AT THE SOUTHWEST END OF AN 8 FT (2.4 M) HIGH
 AI8463'CONCRETE RETAINING WALL ALONG THE SOUTHWEST SIDE OF THE FLOOD CONTROL
 AI8463'BUILDING.
 AI8463'
 AI8463'THE STATION IS 11 FT (3.4 M) SOUTHEAST FROM AND NORMAL TO A 6 FT (1.8
 AI8463'M) HIGH CHAIN LINK FENCE, 0.9 FT (27 CM) NORTHEAST FROM THE SOUTHWEST
 AI8463'END OF THE RETAINING WALL, 37.1 FT (11.3 M) WEST-NORTHWEST FROM POLE
 AI8463'NUMBER JC855UNB, 35.9 FT (10.9 M) NORTHWEST FROM A FLAGPOLE, 28.2 FT
 AI8463'(8.6 M) SOUTHWEST FROM THE WEST CORNER OF THE FLOOD CONTROL BUILDING,
 AI8463'123 FT (37.5 M) NORTHEAST FROM THE CENTER OF THE ENTRANCE GATE LEADING
 AI8463'INTO THE FLOOD CONTROL FACILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8464 ***********************************************************************
 AI8464  DESIGNATION -  01407080 C
 AI8464  PID         -  AI8464
 AI8464  STATE/COUNTY-  NJ/MONMOUTH
 AI8464  COUNTRY     -  US
 AI8464  USGS QUAD   -  KEYPORT (2016)
 AI8464
 AI8464                         *CURRENT SURVEY CONTROL
 AI8464  ______________________________________________________________________
 AI8464* NAD 83(1986) POSITION- 40 26 55.45   (N) 074 08 51.41   (W)   HD_HELD1
 AI8464* NAVD 88 ORTHO HEIGHT -     1.702 (meters)        5.58  (feet) ADJUSTED
 AI8464  ______________________________________________________________________
 AI8464  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 AI8464  DYNAMIC HEIGHT  -          1.701 (meters)        5.58  (feet) COMP
 AI8464  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 AI8464
 AI8464  VERT ORDER      -  FIRST     CLASS II
 AI8464
 AI8464.The horizontal coordinates were determined by differentially corrected
 AI8464.hand held GPS observations or other comparable positioning techniques
 AI8464.and have an estimated accuracy of +/- 3 meters.
 AI8464
 AI8464.The orthometric height was determined by differential leveling and
 AI8464.adjusted by the NATIONAL GEODETIC SURVEY
 AI8464.in March 2001.
 AI8464
 AI8464.No vertical observational check was made to the station.
 AI8464
 AI8464.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8464.GEOID18 height accuracy estimate available here.
 AI8464
 AI8464.Click photographs - Photos may exist for this station.
 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       -   179,396.2     179,890.7     MT  (+/- 3 meters HH1 GPS) 
 AI8464
 AI8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7228177913(NAD 83)
 AI8464
 AI8464                          SUPERSEDED SURVEY CONTROL
 AI8464
 AI8464.No superseded survey control is available for this station.
 AI8464
 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 - August 22, 2018
 AI8464
 AI8464  HISTORY     - Date     Condition        Report By
 AI8464  HISTORY     - 1997     MONUMENTED       NJGS
 AI8464  HISTORY     - 20021031 GOOD             NJGS
 AI8464  HISTORY     - 20031121 GOOD             USGS
 AI8464  HISTORY     - 20180822 GOOD             NJGS
 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.
 AI8464
 AI8464                          STATION RECOVERY (2018)
 AI8464
 AI8464'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI8464'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF SOUTH
 AI8464'AMBOY JUNCTION, 7.4 MI (11.9 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 3.0
 AI8464'MI (4.8 KM) EAST-NORTHEAST OF KEYPORT, IN THE BOROUGH OF UNION BEACH
 AI8464'ON THE GROUNDS OF THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN
 AI8464'AS THE KEANSBURG PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY
 AI8464'THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF
 AI8464'COASTAL ENGINEERING.
 AI8464'
 AI8464'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND ROSEN
 AI8464'LANE, GO 0.35 MI (0.56 KM) NORTH ON ROSEN LANE TO THE GATE ON THE
 AI8464'RIGHT LEADING TO THE IFF CHEMICAL COMPANY AHEAD.  PASS THROUGH THE
 AI8464'GATE AND TURN SHARP RIGHT INTO A PAVED PARKING LOT FOR THE IFF
 AI8464'EMPLOYEES FEDERAL CREDIT UNION, GO EAST THROUGH THE PARKING LOT FOR
 AI8464'ABOUT 250 FT (76.2 M) TO THE END OF THE PARKING LOT AND A GRAVEL ROAD
 AI8464'AHEAD.  CONTINUE EAST ON THE GRAVEL ROAD FOR ABOUT 0.05 MI (0.08 KM)
 AI8464'TO ANOTHER GATE, PASS THROUGH THE GATE AND GO EAST, NORTH AND THEN
 AI8464'EAST ON THE GRAVEL ROAD FOR 0.55 MI (0.88 KM) TO THE MAIN GATE FOR THE
 AI8464'FLOOD CONTROL FACILITY, PASS THROUGH THE GATE AND GO ABOUT 165 FT
 AI8464'(50.3 M) TO THE END OF THE GRAVEL ROAD AND THE BEGINNING OF A CONCRETE
 AI8464'ROAD CROSSING THE FLOOD CONTROL SPILLWAY AND THE STATION ON THE RIGHT.
 AI8464'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 AI8464'SPILLWAY WALL, 39 FT (11.9 M) EAST OF POLE NUMBER JC855UNB, 7 FT (2.1
 AI8464'M) EAST-SOUTHEAST FROM THE CENTER OF THE CONCRETE ROAD CROSSING THE
 AI8464'FLOOD CONTROL SPILLWAY, 32 FT (9.8 M) EAST FROM THE SOUTH CORNER OF
 AI8464'THE FLOOD CONTROL BUILDING AND 19 FT (5.8 M) EAST FROM THE EAST CORNER
 AI8464'OF AN ABOVE GROUND CONCRETE DIESEL FUEL STORAGE TANK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8465 ***********************************************************************
 AI8465  DESIGNATION -  01407080 D
 AI8465  PID         -  AI8465
 AI8465  STATE/COUNTY-  NJ/MONMOUTH
 AI8465  COUNTRY     -  US
 AI8465  USGS QUAD   -  KEYPORT (2016)
 AI8465
 AI8465                         *CURRENT SURVEY CONTROL
 AI8465  ______________________________________________________________________
 AI8465* NAD 83(1986) POSITION- 40 26 55.95   (N) 074 08 51.16   (W)   HD_HELD1
 AI8465* NAVD 88 ORTHO HEIGHT -     1.625 (meters)        5.33  (feet) ADJUSTED
 AI8465  ______________________________________________________________________
 AI8465  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 AI8465  DYNAMIC HEIGHT  -          1.624 (meters)        5.33  (feet) COMP
 AI8465  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 AI8465
 AI8465  VERT ORDER      -  FIRST     CLASS II
 AI8465
 AI8465.The horizontal coordinates were determined by differentially corrected
 AI8465.hand held GPS observations or other comparable positioning techniques
 AI8465.and have an estimated accuracy of +/- 3 meters.
 AI8465
 AI8465.The orthometric height was determined by differential leveling and
 AI8465.adjusted by the NATIONAL GEODETIC SURVEY
 AI8465.in July 2020.
 AI8465
 AI8465.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8465.GEOID18 height accuracy estimate available here.
 AI8465
 AI8465.Click photographs - Photos may exist for this station.
 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       -   179,411.7     179,896.6     MT  (+/- 3 meters HH1 GPS) 
 AI8465
 AI8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7228777928(NAD 83)
 AI8465
 AI8465                          SUPERSEDED SURVEY CONTROL
 AI8465
 AI8465  NAVD 88 (03/01/01)    1.627  (m)            5.34   (f) SUPERSEDED  1 2
 AI8465
 AI8465.Superseded values are not recommended for survey control.
 AI8465
 AI8465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8465.See file dsdata.pdf to determine how the superseded data were derived.
 AI8465
 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 - August 22, 2018
 AI8465
 AI8465  HISTORY     - Date     Condition        Report By
 AI8465  HISTORY     - 1997     MONUMENTED       NJGS
 AI8465  HISTORY     - 20021031 GOOD             NJGS
 AI8465  HISTORY     - 20031121 GOOD             USGS
 AI8465  HISTORY     - 20180822 GOOD             NJGS
 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.
 AI8465
 AI8465                          STATION RECOVERY (2018)
 AI8465
 AI8465'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI8465'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF SOUTH
 AI8465'AMBOY JUNCTION, 7.4 MI (11.9 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 3.0
 AI8465'MI (4.8 KM) EAST-NORTHEAST OF KEYPORT, IN THE BOROUGH OF UNION BEACH
 AI8465'ON THE GROUNDS OF THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN
 AI8465'AS THE KEANSBURG PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY
 AI8465'THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF
 AI8465'COASTAL ENGINEERING.
 AI8465'
 AI8465'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND ROSEN
 AI8465'LANE, GO 0.35 MI (0.56 KM) NORTH ON ROSEN LANE TO THE GATE ON THE
 AI8465'RIGHT LEADING TO THE IFF CHEMICAL COMPANY AHEAD.  PASS THROUGH THE
 AI8465'GATE AND TURN SHARP RIGHT INTO A PAVED PARKING LOT FOR THE IFF
 AI8465'EMPLOYEES FEDERAL CREDIT UNION, GO EAST THROUGH THE PARKING LOT FOR
 AI8465'ABOUT 250 FT (76.2 M) TO THE END OF THE PARKING LOT AND A GRAVEL ROAD
 AI8465'AHEAD.  CONTINUE EAST ON THE GRAVEL ROAD FOR ABOUT 0.05 MI (0.08 KM)
 AI8465'TO ANOTHER GATE, PASS THROUGH THE GATE AND GO ABOUT 165 FT (50.3 M) TO
 AI8465'THE END OF THE GRAVEL ROAD AND THE BEGINNING OF A CONCRETE ROAD
 AI8465'CROSSING THE FLOOD CONTROL SPILLWAY AHEAD.  CONTINUE EAST ON THE
 AI8465'CONCRETE ROAD, CROSSING THE FLOOD CONTROL SPILLWAY FOR ABOUT 50 FT
 AI8465'(15.2 M) TO THE END OF THE ROAD AND THE STATION ON THE LEFT.
 AI8465'
 AI8465'THE STATION IS 11.5 FT (3.5 M) NORTH-NORTHWEST FROM THE CENTERLINE OF
 AI8465'THE CONCRETE ROAD CROSSING THE FLOOD CONTROL SPILLWAY, 30 FT (9.1 M)
 AI8465'WEST OF POLE NUMBER JC854UNB, 21 FT (6.4 M) WEST FROM A UTILITY
 AI8465'MANHOLE AND 17 FT (5.2 M) SOUTH-SOUTHWEST OF THE EAST CORNER OF THE
 AI8465'FLOOD CONTROL BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8466 ***********************************************************************
 AI8466  DESIGNATION -  01407080 E
 AI8466  PID         -  AI8466
 AI8466  STATE/COUNTY-  NJ/MONMOUTH
 AI8466  COUNTRY     -  US
 AI8466  USGS QUAD   -  KEYPORT (2016)
 AI8466
 AI8466                         *CURRENT SURVEY CONTROL
 AI8466  ______________________________________________________________________
 AI8466* NAD 83(1986) POSITION- 40 26 56.31   (N) 074 08 50.67   (W)   HD_HELD1
 AI8466* NAVD 88 ORTHO HEIGHT -     1.727 (meters)        5.67  (feet) ADJUSTED
 AI8466  ______________________________________________________________________
 AI8466  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 AI8466  DYNAMIC HEIGHT  -          1.726 (meters)        5.66  (feet) COMP
 AI8466  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 AI8466
 AI8466  VERT ORDER      -  FIRST     CLASS II
 AI8466
 AI8466.The horizontal coordinates were determined by differentially corrected
 AI8466.hand held GPS observations or other comparable positioning techniques
 AI8466.and have an estimated accuracy of +/- 3 meters.
 AI8466
 AI8466.The orthometric height was determined by differential leveling and
 AI8466.adjusted by the NATIONAL GEODETIC SURVEY
 AI8466.in July 2020.
 AI8466
 AI8466.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8466.GEOID18 height accuracy estimate available here.
 AI8466
 AI8466.Click photographs - Photos may exist for this station.
 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       -   179,422.8     179,908.1     MT  (+/- 3 meters HH1 GPS) 
 AI8466
 AI8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7229877939(NAD 83)
 AI8466
 AI8466                          SUPERSEDED SURVEY CONTROL
 AI8466
 AI8466  NAVD 88 (03/01/01)    1.730  (m)            5.68   (f) SUPERSEDED  1 2
 AI8466
 AI8466.Superseded values are not recommended for survey control.
 AI8466
 AI8466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8466.See file dsdata.pdf to determine how the superseded data were derived.
 AI8466
 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 SUITABLE FOR
 AI8466+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 AI8466
 AI8466  HISTORY     - Date     Condition        Report By
 AI8466  HISTORY     - 1997     MONUMENTED       NJGS
 AI8466  HISTORY     - 20021031 GOOD             NJGS
 AI8466  HISTORY     - 20031121 GOOD             USGS
 AI8466  HISTORY     - 20180822 GOOD             NJGS
 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.
 AI8466
 AI8466                          STATION RECOVERY (2018)
 AI8466
 AI8466'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI8466'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF SOUTH
 AI8466'AMBOY JUNCTION, 7.4 MI (11.9 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 3.0
 AI8466'MI (4.8 KM) EAST-NORTHEAST OF KEYPORT, IN THE BOROUGH OF UNION BEACH
 AI8466'ON THE GROUNDS OF THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN
 AI8466'AS THE KEANSBURG PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY
 AI8466'THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF
 AI8466'COASTAL ENGINEERING..
 AI8466'
 AI8466'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND ROSEN
 AI8466'LANE, GO 0.35 MI (0.56 KM) NORTH ON ROSEN LANE TO THE GATE ON THE
 AI8466'RIGHT LEADING TO THE IFF CHEMICAL COMPANY AHEAD.  PASS THROUGH THE
 AI8466'GATE AND TURN SHARP RIGHT INTO A PAVED PARKING LOT FOR THE IFF
 AI8466'EMPLOYEES FEDERAL CREDIT UNION, GO EAST THROUGH THE PARKING LOT FOR
 AI8466'ABOUT 250 FT (76.2 M) TO THE END OF THE PARKING LOT AND A GRAVEL ROAD
 AI8466'AHEAD.  CONTINUE EAST ON THE GRAVEL ROAD FOR ABOUT 0.05 MI (0.08 KM)
 AI8466'TO ANOTHER GATE, PASS THROUGH THE GATE AND GO ABOUT 50 M (164.0 FT) TO
 AI8466'THE END OF THE GRAVEL ROAD AND THE BEGINNING OF A CONCRETE ROAD
 AI8466'CROSSING THE FLOOD CONTROL SPILLWAY AHEAD.  CONTINUE EAST ON THE
 AI8466'CONCRETE ROAD, CROSSING THE FLOOD CONTROL SPILLWAY FOR ABOUT 50 FT
 AI8466'(15.2 M) TO THE END OF THE ROAD.  CONTINUE EAST FOR ABOUT 50 FT (15.2
 AI8466'M) TO THE END OF THE FLOOD CONTROL FACILITY PROPERTY AT THE ENTRANCE
 AI8466'TO WAACKAACK CREEK AND THE STATION AHEAD.
 AI8466'
 AI8466'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE
 AI8466'RETAINING WALL WHICH FACES EAST TOWARDS THE CREEK AND ADJACENT TO THE
 AI8466'MAIN FLOOD CONTROL GATE AT THE ENTRANCE TO WAACKAACK CREEK.
 AI8466'
 AI8466'THE STATION IS 22 FT (6.7 M) NORTHEAST FROM POLE NUMBER JC854UNB, 40
 AI8466'FT (12.2 M) EAST FROM THE EAST CORNER OF THE FLOOD CONTROL BUILDING,
 AI8466'53 FT (16.2 M) NORTHEAST FROM STATION 01407080 D 1997.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8470 ***********************************************************************
 AI8470  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8470  DESIGNATION -  01407600 A
 AI8470  PID         -  AI8470
 AI8470  STATE/COUNTY-  NJ/MONMOUTH
 AI8470  COUNTRY     -  US
 AI8470  USGS QUAD   -  LONG BRANCH EAST (2019)
 AI8470
 AI8470                         *CURRENT SURVEY CONTROL
 AI8470  ______________________________________________________________________
 AI8470* NAD 83(1986) POSITION- 40 21 53.32   (N) 073 58 28.87   (W)   HD_HELD1
 AI8470* NAVD 88 ORTHO HEIGHT -     2.005 (meters)        6.58  (feet) ADJUSTED
 AI8470  ______________________________________________________________________
 AI8470  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 AI8470  DYNAMIC HEIGHT  -          2.004 (meters)        6.57  (feet) COMP
 AI8470  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 AI8470
 AI8470  VERT ORDER      -  FIRST     CLASS II
 AI8470
 AI8470.The horizontal coordinates were determined by differentially corrected
 AI8470.hand held GPS observations or other comparable positioning techniques
 AI8470.and have an estimated accuracy of +/- 3 meters.
 AI8470
 AI8470.The orthometric height was determined by differential leveling and
 AI8470.adjusted by the NATIONAL GEODETIC SURVEY
 AI8470.in March 2001.
 AI8470
 AI8470.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8470.GEOID18 height accuracy estimate available here.
 AI8470
 AI8470.This Tidal Bench Mark is designated as VM 21356
 AI8470.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8470
 AI8470.Click photographs - Photos may exist for this station.
 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       -   170,150.8     194,614.6     MT  (+/- 3 meters HH1 GPS) 
 AI8470
 AI8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8705368753(NAD 83)
 AI8470
 AI8470                          SUPERSEDED SURVEY CONTROL
 AI8470
 AI8470.No superseded survey control is available for this station.
 AI8470
 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: FLUSH
 AI8470_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8470+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2025
 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  HISTORY     - 20150817 GOOD             NJGS
 AI8470  HISTORY     - 20170501 GOOD             NJGS
 AI8470  HISTORY     - 20181017 GOOD             NJGS
 AI8470  HISTORY     - 20211011 GOOD             AAAS
 AI8470  HISTORY     - 20250822 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.
 AI8470
 AI8470                          STATION RECOVERY (2015)
 AI8470
 AI8470'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 AI8470'THE STATION IS LOCATED ABOUT 12.8 MI (20.6 KM) EAST-SOUTHEAST FROM THE
 AI8470'BOROUGH OF KEYPORT, 10.2 MI (16.4 KM) NORTH-NORTHEAST FROM THE CITY OF
 AI8470'ASBURY PARK AND 4.3 MI (6.9 KM) NORTH-NORTHEAST FROM THE CITY OF LONG
 AI8470'BRANCH AND IN THE BOROUGH OF SEA BRIGHT.
 AI8470'
 AI8470'THE STATION WAS RECOVERED WITH THE FOLLOWING CHANGE.  THE FLAGPOLE
 AI8470'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED SINCE THE LAST
 AI8470'RECOVERY.
 AI8470
 AI8470                          STATION RECOVERY (2017)
 AI8470
 AI8470'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AI8470'THE STATION IS LOCATED ABOUT 12.8 MI (20.6 KM) EAST-SOUTHEAST OF
 AI8470'KEYPORT, 10.2 MI (16.4 KM) NORTH-NORTHEAST OF ASBURY PARK AND 4.3 MI
 AI8470'(6.9 KM) NORTH-NORTHEAST OF LONG BRANCH, SEA BRIGHT.
 AI8470'
 AI8470'THE STATION IS IN A GRASSY AREA AT THE WEST END OF RUMSON ROAD, 24.2
 AI8470'FT (7.4 M) WEST OF THE WEST CURB OF RUMSON ROAD, 165 FT (50.3 M) WEST
 AI8470'OF THE CENTERLINE OF OCEAN AVENUE, 23 FT (7.0 M) SOUTHEAST OF A TREE,
 AI8470'62.3 FT (19.0 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE BULKHEAD, 41
 AI8470'FT (12.5 M) SOUTHWEST OF POLE NUMBER JC29SSBR, 21.5 FT (6.6 M) SOUTH
 AI8470'OF THE SOUTH EDGE OF A SIDEWALK, 20.4 FT (6.2 M) NORTHWEST OF THE
 AI8470'NORTHWEST CORNER OF A RECTANGULAR ELECTRICAL BOX, 22 FT (6.7 M) NORTH
 AI8470'OF A WOODEN FENCE FOR A HOTEL.
 AI8470
 AI8470                          STATION RECOVERY (2018)
 AI8470
 AI8470'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 AI8470'RECOVERED AS DESCRIBED.
 AI8470
 AI8470                          STATION RECOVERY (2021)
 AI8470
 AI8470'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 AI8470'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 AI8470'PC.
 AI8470
 AI8470                          STATION RECOVERY (2025)
 AI8470
 AI8470'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MS)
 AI8470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8473 ***********************************************************************
 AI8473  DESIGNATION -  01407770 A
 AI8473  PID         -  AI8473
 AI8473  STATE/COUNTY-  NJ/MONMOUTH
 AI8473  COUNTRY     -  US
 AI8473  USGS QUAD   -  ASBURY PARK (2019)
 AI8473
 AI8473                         *CURRENT SURVEY CONTROL
 AI8473  ______________________________________________________________________
 AI8473* NAD 83(1986) POSITION- 40 10 47.     (N) 074 02 03.     (W)   SCALED
 AI8473* NAVD 88 ORTHO HEIGHT -     1.877 (meters)        6.16  (feet) ADJUSTED
 AI8473  ______________________________________________________________________
 AI8473  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 AI8473  DYNAMIC HEIGHT  -          1.876 (meters)        6.15  (feet) COMP
 AI8473  MODELED GRAVITY -    980,167.0   (mgal)                       NAVD 88
 AI8473
 AI8473  VERT ORDER      -  FIRST     CLASS II
 AI8473
 AI8473.The horizontal coordinates were scaled from a map and have
 AI8473.an estimated accuracy of +/- 6 seconds.
 AI8473
 AI8473.The orthometric height was determined by differential leveling and
 AI8473.adjusted by the NATIONAL GEODETIC SURVEY
 AI8473.in May 2011.
 AI8473
 AI8473.No vertical observational check was made to the station.
 AI8473
 AI8473.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8473.GEOID18 height accuracy estimate available here.
 AI8473
 AI8473.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK822481(NAD 83)
 AI8473
 AI8473                          SUPERSEDED SURVEY CONTROL
 AI8473
 AI8473  NAVD 88 (03/01/01)    1.875  (m)            6.15   (f) SUPERSEDED  1 2
 AI8473
 AI8473.Superseded values are not recommended for survey control.
 AI8473
 AI8473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8473.See file dsdata.pdf to determine how the superseded data were derived.
 AI8473
 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: RECESSED 8 CENTIMETERS
 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 - July 25, 2008
 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  HISTORY     - 20080725 GOOD             NJGS
 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.
 AI8473
 AI8473                          STATION RECOVERY (2008)
 AI8473
 AI8473'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AI8473'STATION WAS RECOVERED IN GOOD CONDITION.
 AI8473'
 AI8473'NOTE- THE STATION IS NOW LOCATED WITHIN A RECTANGULAR FENCED IN AREA
 AI8473'FOR A SMALL BOAT STORAGE (I BOAT NJ PROGRAM).  THE BOCCE BALL COURT IS
 AI8473'REMOVED.  THE 1-STORY STUCCO PUBLIC RESTROOM FACILITY REMAINS.  THE
 AI8473'AREA IS NORTH OF L STREET AND WEST OF A SWIMMING AREA.
 AI8473'
 AI8473'THE STATION IS 12 FT (3.7 M) EAST AND NORMAL TO THE 8 FT (2.4 M) FENCE
 AI8473'SURROUNDING THE SOCCER FIELD, 13.7 FT (4.2 M) WEST AND NORMAL TO THE
 AI8473'NEWER 8 FT (2.4 M) HIGH FENCE, 49.3 FT (15.0 M) SOUTH AND NORMAL TO
 AI8473'THE NORTH FENCE WERE A GATE IS LOCATED, 77.8 FT (23.7 M) NORTH AND
 AI8473'NORMAL TO THE SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8476 ***********************************************************************
 AI8476  DESIGNATION -  01408050 A
 AI8476  PID         -  AI8476
 AI8476  STATE/COUNTY-  NJ/OCEAN
 AI8476  COUNTRY     -  US
 AI8476  USGS QUAD   -  POINT PLEASANT (2019)
 AI8476
 AI8476                         *CURRENT SURVEY CONTROL
 AI8476  ______________________________________________________________________
 AI8476* NAD 83(1986) POSITION- 40 06 10.76   (N) 074 02 14.27   (W)   HD_HELD1
 AI8476* NAVD 88 ORTHO HEIGHT -     2.135 (meters)        7.00  (feet) ADJUSTED
 AI8476  ______________________________________________________________________
 AI8476  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 AI8476  DYNAMIC HEIGHT  -          2.134 (meters)        7.00  (feet) COMP
 AI8476  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 AI8476
 AI8476  VERT ORDER      -  FIRST     CLASS II
 AI8476
 AI8476.The horizontal coordinates were determined by differentially corrected
 AI8476.hand held GPS observations or other comparable positioning techniques
 AI8476.and have an estimated accuracy of +/- 3 meters.
 AI8476
 AI8476.The orthometric height was determined by differential leveling and
 AI8476.adjusted by the NATIONAL GEODETIC SURVEY
 AI8476.in September 2015.
 AI8476
 AI8476.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8476.GEOID18 height accuracy estimate available here.
 AI8476
 AI8476.Click photographs - Photos may exist for this station.
 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       -   141,051.3     189,448.7     MT  (+/- 3 meters HH1 GPS) 
 AI8476
 AI8476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8205339632(NAD 83)
 AI8476
 AI8476                          SUPERSEDED SURVEY CONTROL
 AI8476
 AI8476  NAVD 88 (03/01/01)    2.133  (m)            7.00   (f) SUPERSEDED  1 2
 AI8476
 AI8476.Superseded values are not recommended for survey control.
 AI8476
 AI8476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8476.See file dsdata.pdf to determine how the superseded data were derived.
 AI8476
 AI8476_STAMPING: 01408050 A 1997
 AI8476_MARK LOGO: NGS
 AI8476_PROJECTION: FLUSH
 AI8476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8476+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 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  HISTORY     - 20120718 GOOD             NJGS
 AI8476  HISTORY     - 20180716 MARK NOT FOUND   NJGS
 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.
 AI8476
 AI8476                          STATION RECOVERY (2012)
 AI8476
 AI8476'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI8476'RECOVERED IN GOOD CONDITION.
 AI8476'
 AI8476'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH OF ASBURY
 AI8476'PARK, 2.2 MI (3.5 KM) NORTHEAST OF POINT PLEASANT AND 1.0 MI (1.6 KM)
 AI8476'NORTHEAST OF POINT PLEASANT BEACH.
 AI8476
 AI8476                          STATION RECOVERY (2018)
 AI8476
 AI8476'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 AI8476'THE COAST GUARD FACILITY HAS HAD MAJOR RENOVATIONS AT THE LOCATION OF
 AI8476'THE STATION AS DETERMINED BY THE REFERENCE DISTANCES.  THE AREA HAS
 AI8476'BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7811 ***********************************************************************
 AI7811  DESIGNATION -  01408200 A
 AI7811  PID         -  AI7811
 AI7811  STATE/COUNTY-  NJ/OCEAN
 AI7811  COUNTRY     -  US
 AI7811  USGS QUAD   -  SEASIDE PARK (2019)
 AI7811
 AI7811                         *CURRENT SURVEY CONTROL
 AI7811  ______________________________________________________________________
 AI7811* NAD 83(1986) POSITION- 39 56 18.95   (N) 074 04 52.57   (W)   HD_HELD1
 AI7811* NAVD 88 ORTHO HEIGHT -     2.133 (meters)        7.00  (feet) ADJUSTED
 AI7811  ______________________________________________________________________
 AI7811  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 AI7811  DYNAMIC HEIGHT  -          2.132 (meters)        6.99  (feet) COMP
 AI7811  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 AI7811
 AI7811  VERT ORDER      -  FIRST     CLASS II
 AI7811
 AI7811.The horizontal coordinates were determined by differentially corrected
 AI7811.hand held GPS observations or other comparable positioning techniques
 AI7811.and have an estimated accuracy of +/- 3 meters.
 AI7811
 AI7811.The orthometric height was determined by differential leveling and
 AI7811.adjusted by the NATIONAL GEODETIC SURVEY
 AI7811.in March 2001.
 AI7811
 AI7811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7811.GEOID18 height accuracy estimate available here.
 AI7811
 AI7811.Click photographs - Photos may exist for this station.
 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       -   122,781.2     185,785.5     MT  (+/- 3 meters HH1 GPS) 
 AI7811
 AI7811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7849321346(NAD 83)
 AI7811
 AI7811                          SUPERSEDED SURVEY CONTROL
 AI7811
 AI7811.No superseded survey control is available for this station.
 AI7811
 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 - April 11, 2016
 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  HISTORY     - 20070808 GOOD             NJGS
 AI7811  HISTORY     - 20091027 GOOD             NJGS
 AI7811  HISTORY     - 20120629 GOOD             NJGS
 AI7811  HISTORY     - 20160411 GOOD             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.
 AI7811
 AI7811                          STATION RECOVERY (2007)
 AI7811
 AI7811'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 AI7811'RECOVERED AS DESCRIBED.
 AI7811
 AI7811                          STATION RECOVERY (2009)
 AI7811
 AI7811'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 AI7811'THE STATION IS 20.4 FT NORTH OF THE NORTH CURB OF THE CUTOUT, 20.7 FT
 AI7811'WEST OF THE WEST CURB OF THE NORTH-BOUND LANES, 20.8 FT EAST OF THE
 AI7811'EAST CURB OF THE SOUTH-BOUND LANES, 20.8 FT NORTHEAST OF A STOP SIGN,
 AI7811'20.0 FT WEST-NORTHWEST OF A LIGHT POST, 2 FT NORTH OF AN INSTALLED
 AI7811'NJGS WITNESS POST
 AI7811
 AI7811                          STATION RECOVERY (2012)
 AI7811
 AI7811'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI7811'RECOVERED IN GOOD CONDITION.
 AI7811'
 AI7811'NORE--ADD-THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF
 AI7811'FORKED RIVER, 6.3 MI (10.1 KM) EAST OF TOMS RIVER AND 0.8 MI (1.3 KM)
 AI7811'NORTH-NORTHWEST OF SEASIDE PARK.
 AI7811
 AI7811                          STATION RECOVERY (2016)
 AI7811
 AI7811'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI7811'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7812 ***********************************************************************
 AI7812  FBN         -  This is a Federal Base Network Control Station.
 AI7812  DESIGNATION -  01408200 B
 AI7812  PID         -  AI7812
 AI7812  STATE/COUNTY-  NJ/OCEAN
 AI7812  COUNTRY     -  US
 AI7812  USGS QUAD   -  SEASIDE PARK (2019)
 AI7812
 AI7812                         *CURRENT SURVEY CONTROL
 AI7812  ______________________________________________________________________
 AI7812* NAD 83(2011) POSITION- 39 56 20.56639(N) 074 04 48.17289(W)   ADJUSTED
 AI7812* NAD 83(2011) ELLIP HT-   -30.270 (meters)        (06/27/12)   ADJUSTED
 AI7812* NAD 83(2011) EPOCH   -  2010.00
 AI7812* NAVD 88 ORTHO HEIGHT -     2.821 (meters)        9.26  (feet) ADJUSTED
 AI7812  ______________________________________________________________________
 AI7812  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 AI7812  NAD 83(2011) X  -  1,343,227.015 (meters)                     COMP
 AI7812  NAD 83(2011) Y  - -4,709,210.490 (meters)                     COMP
 AI7812  NAD 83(2011) Z  -  4,072,779.280 (meters)                     COMP
 AI7812  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 AI7812  DYNAMIC HEIGHT  -          2.819 (meters)        9.25  (feet) COMP
 AI7812  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 AI7812
 AI7812  VERT ORDER      -  FIRST     CLASS II
 AI7812
 AI7812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI7812  Standards:
 AI7812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI7812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI7812  -------------------------------------------------------------------
 AI7812  NETWORK    0.95   1.92           0.43   0.34   0.98     -0.00041732
 AI7812  -------------------------------------------------------------------
 AI7812  Click here for local accuracies and other accuracy information.
 AI7812
 AI7812.The horizontal coordinates were established by GPS observations
 AI7812.and adjusted by the National Geodetic Survey in June 2012.
 AI7812
 AI7812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI7812.been affixed to the stable North American tectonic plate. See 
 AI7812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI7812
 AI7812.The horizontal coordinates are valid at the epoch date displayed above
 AI7812.which is a decimal equivalence of Year/Month/Day.
 AI7812
 AI7812.The orthometric height was determined by differential leveling and
 AI7812.adjusted by the NATIONAL GEODETIC SURVEY
 AI7812.in March 2001.
 AI7812
 AI7812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7812.GEOID18 height accuracy estimate available here.
 AI7812
 AI7812.Click photographs - Photos may exist for this station.
 AI7812
 AI7812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7812
 AI7812.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI7812
 AI7812.The ellipsoidal height was determined by GPS observations
 AI7812.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AI7812
 AI7812;                    North         East     Units Scale Factor Converg.
 AI7812;SPC NJ       -   122,831.578   185,889.653   MT  0.99991585   +0 16 10.6
 AI7812;SPC NJ       -   402,989.94    609,872.97   sFT  0.99991585   +0 16 10.6
 AI7812;UTM  18      - 4,421,397.075   578,597.203   MT  0.99967605   +0 35 26.2
 AI7812
 AI7812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7812!SPC NJ       -   1.00000475  x   0.99991585  =   0.99992060
 AI7812!UTM  18      -   1.00000475  x   0.99967605  =   0.99968080
 AI7812
 AI7812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7859721397(NAD 83)
 AI7812
 AI7812                          SUPERSEDED SURVEY CONTROL
 AI7812
 AI7812  NAD 83(2007)-  39 56 20.56681(N)    074 04 48.17362(W) AD(2002.00) 0
 AI7812  ELLIP H (02/10/07)  -30.257  (m)                       GP(2002.00)    
 AI7812  NAD 83(1996)-  39 56 20.56653(N)    074 04 48.17359(W) AD(       ) A
 AI7812  ELLIP H (09/24/01)  -30.241  (m)                       GP(       ) 4 1
 AI7812  NAVD 88               2.82   (m)            9.3    (f) LEVELING    3  
 AI7812
 AI7812.Superseded values are not recommended for survey control.
 AI7812
 AI7812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7812.See file dsdata.pdf to determine how the superseded data were derived.
 AI7812
 AI7812_MARKER: F = FLANGE-ENCASED 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 - September 20, 2019
 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  HISTORY     - 20070808 GOOD             NJGS
 AI7812  HISTORY     - 20090225 GOOD             INDIV
 AI7812  HISTORY     - 20120629 GOOD             NJGS
 AI7812  HISTORY     - 20160411 GOOD             NJGS
 AI7812  HISTORY     - 20160429 GOOD             NJGS
 AI7812  HISTORY     - 20190920 GOOD             NJGS
 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                          STATION RECOVERY (2004)
 AI7812
 AI7812'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (BMC)
 AI7812'RECOVERED IN GOOD CONDITION.
 AI7812
 AI7812                          STATION RECOVERY (2007)
 AI7812
 AI7812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 AI7812'RECOVERED AS DESCRIBED.
 AI7812
 AI7812                          STATION RECOVERY (2009)
 AI7812
 AI7812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CLI)
 AI7812'RECOVERED AS DESCRIBED - ACCESS COVER HINGE HAS BEEN DAMAGED
 AI7812
 AI7812                          STATION RECOVERY (2012)
 AI7812
 AI7812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI7812'RECOVERED IN GOOD CONDITION.
 AI7812'
 AI7812'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF
 AI7812'FORKED RIVER, 6.4 MI (10.3 KM) EAST OF TOMS RIVER AND 0.9 MI (1.4 KM)
 AI7812'NORTH OF SEASIDE PARK.
 AI7812
 AI7812                          STATION RECOVERY (2016)
 AI7812
 AI7812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI7812'RECOVERED AS DESCRIBED.
 AI7812
 AI7812                          STATION RECOVERY (2016)
 AI7812
 AI7812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 AI7812'RECOVERED IN GOOD CONDITION.
 AI7812
 AI7812                          STATION RECOVERY (2019)
 AI7812
 AI7812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 AI7812'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF FORKED
 AI7812'RIVER, 6.4 MI (10.3 KM) EAST OF TOMS RIVER AND 0.9 MI (1.4 KM) NORTH
 AI7812'OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE HEIGHTS.
 AI7812'
 AI7812'TO REACH FROM THE INTERSECTION OF WEST CENTRAL AVENUE AND THE NEW
 AI7812'JERSEY STATE ROUTE 37 WESTBOUND LANES, GO 0.3 MI (0.5 KM) WEST THEN
 AI7812'NORTH TO THE STATION ON THE RIGHT.
 AI7812'
 AI7812'THE STATION IS LOCATED ON THE EAST SIDE OF THE NEW JERSEY STATE ROUTE
 AI7812'37 WESTBOUND LANES LEADING WESTERLY TO THE BRIDGE FORM NEW JERSEY
 AI7812'STATE ROUTE 35 IN SEASIDE HEIGHTS.  THE STATION IS ON THE GRASS BERM
 AI7812'BETWEEN THE NEW JERSEY STATE ROUTE 37 LANES AND BAY BOULEVARD, JUST
 AI7812'SOUTH OF NEWLY CONSTRUCTED CONCRETE PEDESTRIAN SIDEWALK.
 AI7812'
 AI7812'THE STATION IS 13.2 FT (4.0 M) EAST OF THE EAST CURB OF THE NEW JERSEY
 AI7812'STATE ROUTE 37 WESTBOUND LANES, 7.6 FT (2.3 M) EAST OF THE SOUTHEAST
 AI7812'CORNER OF A RECTANGULAR JUNCTION BOX, 9.4 FT (2.9 M) EAST OF A
 AI7812'PEDESTRIAN CROSSING SIGN WITH A WITNESS SIGN ATTACHED, 16.5 FT (5.0 M)
 AI7812'SOUTH OF A LIGHT POLE, 7.7 FT (2.3 M) SOUTH OF THE SOUTH EDGE OF THE
 AI7812'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7813 ***********************************************************************
 AI7813  DESIGNATION -  01408200 C
 AI7813  PID         -  AI7813
 AI7813  STATE/COUNTY-  NJ/OCEAN
 AI7813  COUNTRY     -  US
 AI7813  USGS QUAD   -  SEASIDE PARK (2019)
 AI7813
 AI7813                         *CURRENT SURVEY CONTROL
 AI7813  ______________________________________________________________________
 AI7813* NAD 83(1986) POSITION- 39 56 29.     (N) 074 04 55.     (W)   SCALED
 AI7813* NAVD 88 ORTHO HEIGHT -     9.920 (meters)       32.55  (feet) ADJUSTED
 AI7813  ______________________________________________________________________
 AI7813  GEOID HEIGHT    -        -33.097 (meters)                     GEOID18
 AI7813  DYNAMIC HEIGHT  -          9.916 (meters)       32.53  (feet) COMP
 AI7813  MODELED GRAVITY -    980,163.4   (mgal)                       NAVD 88
 AI7813
 AI7813  VERT ORDER      -  FIRST     CLASS II
 AI7813
 AI7813.The horizontal coordinates were scaled from a map and have
 AI7813.an estimated accuracy of +/- 6 seconds.
 AI7813
 AI7813.The orthometric height was determined by differential leveling and
 AI7813.adjusted by the NATIONAL GEODETIC SURVEY
 AI7813.in March 2001.
 AI7813
 AI7813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7813.GEOID18 height accuracy estimate available here.
 AI7813
 AI7813.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK784216(NAD 83)
 AI7813
 AI7813                          SUPERSEDED SURVEY CONTROL
 AI7813
 AI7813.No superseded survey control is available for this station.
 AI7813
 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 - August 08, 2007
 AI7813
 AI7813  HISTORY     - Date     Condition        Report By
 AI7813  HISTORY     - 1998     MONUMENTED       NJGS
 AI7813  HISTORY     - 20070808 GOOD             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.
 AI7813
 AI7813                          STATION RECOVERY (2007)
 AI7813
 AI7813'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 AI7813'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7814 ***********************************************************************
 AI7814  DESIGNATION -  01408200 D
 AI7814  PID         -  AI7814
 AI7814  STATE/COUNTY-  NJ/OCEAN
 AI7814  COUNTRY     -  US
 AI7814  USGS QUAD   -  SEASIDE PARK (2019)
 AI7814
 AI7814                         *CURRENT SURVEY CONTROL
 AI7814  ______________________________________________________________________
 AI7814* NAD 83(1986) POSITION- 39 56 14.45   (N) 074 04 41.07   (W)   HD_HELD1
 AI7814* NAVD 88 ORTHO HEIGHT -     1.869 (meters)        6.13  (feet) ADJUSTED
 AI7814  ______________________________________________________________________
 AI7814  GEOID HEIGHT    -        -33.101 (meters)                     GEOID18
 AI7814  DYNAMIC HEIGHT  -          1.868 (meters)        6.13  (feet) COMP
 AI7814  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 AI7814
 AI7814  VERT ORDER      -  FIRST     CLASS II
 AI7814
 AI7814.The horizontal coordinates were determined by differentially corrected
 AI7814.hand held GPS observations or other comparable positioning techniques
 AI7814.and have an estimated accuracy of +/- 3 meters.
 AI7814
 AI7814.The orthometric height was determined by differential leveling and
 AI7814.adjusted by the NATIONAL GEODETIC SURVEY
 AI7814.in September 2015.
 AI7814
 AI7814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7814.GEOID18 height accuracy estimate available here.
 AI7814
 AI7814.Click photographs - Photos may exist for this station.
 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       -   122,643.7     186,059.2     MT  (+/- 3 meters HH1 GPS) 
 AI7814
 AI7814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7876721210(NAD 83)
 AI7814
 AI7814                          SUPERSEDED SURVEY CONTROL
 AI7814
 AI7814  NAVD 88 (03/01/01)    1.871  (m)            6.14   (f) SUPERSEDED  1 2
 AI7814
 AI7814.Superseded values are not recommended for survey control.
 AI7814
 AI7814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7814.See file dsdata.pdf to determine how the superseded data were derived.
 AI7814
 AI7814_STAMPING: 01408200 D 1998
 AI7814_MARK LOGO: USGS
 AI7814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7814+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 AI7814
 AI7814  HISTORY     - Date     Condition        Report By
 AI7814  HISTORY     - 1998     MONUMENTED       NJGS
 AI7814  HISTORY     - 20100415 GOOD             INDIV
 AI7814  HISTORY     - 20120629 GOOD             NJGS
 AI7814  HISTORY     - 20160106 MARK NOT FOUND   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.
 AI7814
 AI7814                          STATION RECOVERY (2010)
 AI7814
 AI7814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JMD)
 AI7814'RECOVERED IN GOOD CONDITION.
 AI7814
 AI7814                          STATION RECOVERY (2012)
 AI7814
 AI7814'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI7814'RECOVERED IN GOOD CONDITION.
 AI7814'
 AI7814'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF
 AI7814'FORKED RIVER, 6.5 MI (10.5 KM) EAST OF TOMS RIVER AND 0.7 MI (1.1 KM)
 AI7814'NORTH OF SEASIDE PARK.
 AI7814
 AI7814                          STATION RECOVERY (2016)
 AI7814
 AI7814'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI7814'THE STRUCTURE, CONCRETE END BLOCK, INTO WHICH THE STATION WAS SET HAS
 AI7814'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9346 ***********************************************************************
 AI9346  DESIGNATION -  01409110 A
 AI9346  PID         -  AI9346
 AI9346  STATE/COUNTY-  NJ/OCEAN
 AI9346  COUNTRY     -  US
 AI9346  USGS QUAD   -  FORKED RIVER (2019)
 AI9346
 AI9346                         *CURRENT SURVEY CONTROL
 AI9346  ______________________________________________________________________
 AI9346* NAD 83(1986) POSITION- 39 47 28.     (N) 074 10 51.     (W)   SCALED
 AI9346* NAVD 88 ORTHO HEIGHT -     1.576 (meters)        5.17  (feet) ADJUSTED
 AI9346  ______________________________________________________________________
 AI9346  GEOID HEIGHT    -        -33.156 (meters)                     GEOID18
 AI9346  DYNAMIC HEIGHT  -          1.576 (meters)        5.17  (feet) COMP
 AI9346  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 AI9346
 AI9346  VERT ORDER      -  FIRST     CLASS II
 AI9346
 AI9346.The horizontal coordinates were scaled from a map and have
 AI9346.an estimated accuracy of +/- 6 seconds.
 AI9346
 AI9346.The orthometric height was determined by differential leveling and
 AI9346.adjusted by the NATIONAL GEODETIC SURVEY
 AI9346.in March 2001.
 AI9346
 AI9346.No vertical observational check was made to the station.
 AI9346
 AI9346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9346.GEOID18 height accuracy estimate available here.
 AI9346
 AI9346.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK701048(NAD 83)
 AI9346
 AI9346                          SUPERSEDED SURVEY CONTROL
 AI9346
 AI9346.No superseded survey control is available for this station.
 AI9346
 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 = JULY 24, 2026 22:12:30 EDT
 AI9348 ***********************************************************************
 AI9348  DESIGNATION -  01409110 C
 AI9348  PID         -  AI9348
 AI9348  STATE/COUNTY-  NJ/OCEAN
 AI9348  COUNTRY     -  US
 AI9348  USGS QUAD   -  FORKED RIVER (2019)
 AI9348
 AI9348                         *CURRENT SURVEY CONTROL
 AI9348  ______________________________________________________________________
 AI9348* NAD 83(1986) POSITION- 39 47 15.     (N) 074 11 06.     (W)   SCALED
 AI9348* NAVD 88 ORTHO HEIGHT -     1.135 (meters)        3.72  (feet) ADJUSTED
 AI9348  ______________________________________________________________________
 AI9348  GEOID HEIGHT    -        -33.156 (meters)                     GEOID18
 AI9348  DYNAMIC HEIGHT  -          1.134 (meters)        3.72  (feet) COMP
 AI9348  MODELED GRAVITY -    980,169.4   (mgal)                       NAVD 88
 AI9348
 AI9348  VERT ORDER      -  FIRST     CLASS II
 AI9348
 AI9348.The horizontal coordinates were scaled from a map and have
 AI9348.an estimated accuracy of +/- 6 seconds.
 AI9348
 AI9348.The orthometric height was determined by differential leveling and
 AI9348.adjusted by the NATIONAL GEODETIC SURVEY
 AI9348.in March 2001.
 AI9348
 AI9348.No vertical observational check was made to the station.
 AI9348
 AI9348.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9348.GEOID18 height accuracy estimate available here.
 AI9348
 AI9348.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK697044(NAD 83)
 AI9348
 AI9348                          SUPERSEDED SURVEY CONTROL
 AI9348
 AI9348.No superseded survey control is available for this station.
 AI9348
 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 = JULY 24, 2026 22:12:30 EDT
 AI9349 ***********************************************************************
 AI9349  DESIGNATION -  01409110 D
 AI9349  PID         -  AI9349
 AI9349  STATE/COUNTY-  NJ/OCEAN
 AI9349  COUNTRY     -  US
 AI9349  USGS QUAD   -  FORKED RIVER (2019)
 AI9349
 AI9349                         *CURRENT SURVEY CONTROL
 AI9349  ______________________________________________________________________
 AI9349* NAD 83(1986) POSITION- 39 47 27.     (N) 074 10 56.     (W)   SCALED
 AI9349* NAVD 88 ORTHO HEIGHT -     1.237 (meters)        4.06  (feet) ADJUSTED
 AI9349  ______________________________________________________________________
 AI9349  GEOID HEIGHT    -        -33.155 (meters)                     GEOID18
 AI9349  DYNAMIC HEIGHT  -          1.236 (meters)        4.06  (feet) COMP
 AI9349  MODELED GRAVITY -    980,169.1   (mgal)                       NAVD 88
 AI9349
 AI9349  VERT ORDER      -  FIRST     CLASS II
 AI9349
 AI9349.The horizontal coordinates were scaled from a map and have
 AI9349.an estimated accuracy of +/- 6 seconds.
 AI9349
 AI9349.The orthometric height was determined by differential leveling and
 AI9349.adjusted by the NATIONAL GEODETIC SURVEY
 AI9349.in March 2001.
 AI9349
 AI9349.No vertical observational check was made to the station.
 AI9349
 AI9349.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9349.GEOID18 height accuracy estimate available here.
 AI9349
 AI9349.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK700048(NAD 83)
 AI9349
 AI9349                          SUPERSEDED SURVEY CONTROL
 AI9349
 AI9349.No superseded survey control is available for this station.
 AI9349
 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 = JULY 24, 2026 22:12:30 EDT
 AH9163 ***********************************************************************
 AH9163  DESIGNATION -  01410510 A
 AH9163  PID         -  AH9163
 AH9163  STATE/COUNTY-  NJ/ATLANTIC
 AH9163  COUNTRY     -  US
 AH9163  USGS QUAD   -  PLEASANTVILLE (2019)
 AH9163
 AH9163                         *CURRENT SURVEY CONTROL
 AH9163  ______________________________________________________________________
 AH9163* NAD 83(1986) POSITION- 39 25 20.26   (N) 074 30 01.46   (W)   HD_HELD1
 AH9163* NAVD 88 ORTHO HEIGHT -     1.936 (meters)        6.35  (feet) ADJUSTED
 AH9163  ______________________________________________________________________
 AH9163  GEOID HEIGHT    -        -34.061 (meters)                     GEOID18
 AH9163  DYNAMIC HEIGHT  -          1.935 (meters)        6.35  (feet) COMP
 AH9163  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 AH9163
 AH9163  VERT ORDER      -  FIRST     CLASS II
 AH9163
 AH9163.The horizontal coordinates were determined by differentially corrected
 AH9163.hand held GPS observations or other comparable positioning techniques
 AH9163.and have an estimated accuracy of +/- 3 meters.
 AH9163
 AH9163.The orthometric height was determined by differential leveling and
 AH9163.adjusted by the NATIONAL GEODETIC SURVEY
 AH9163.in April 2013.
 AH9163
 AH9163.No vertical observational check was made to the station.
 AH9163
 AH9163.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9163.GEOID18 height accuracy estimate available here.
 AH9163
 AH9163.Click photographs - Photos may exist for this station.
 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       -    65,378.7     149,965.1     MT  (+/- 3 meters HH1 GPS) 
 AH9163
 AH9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4300263759(NAD 83)
 AH9163
 AH9163                          SUPERSEDED SURVEY CONTROL
 AH9163
 AH9163  NAVD 88 (03/01/01)    1.933  (m)            6.34   (f) SUPERSEDED  1 2
 AH9163
 AH9163.Superseded values are not recommended for survey control.
 AH9163
 AH9163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9163.See file dsdata.pdf to determine how the superseded data were derived.
 AH9163
 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: N = NO MAGNETIC MATERIAL
 AH9163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9163+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2019
 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  HISTORY     - 20100507 GOOD             NJGS
 AH9163  HISTORY     - 20190208 GOOD             BASE9
 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.
 AH9163
 AH9163                          STATION RECOVERY (2010)
 AH9163
 AH9163'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 AH9163'RECOVERED AS DESCRIBED.
 AH9163
 AH9163                          STATION RECOVERY (2019)
 AH9163
 AH9163'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (DRD)
 AH9163'DATUM POINT NOW PROJECTS APPROXIMATELY 10 CM (4 INCHES) ABOVE THE TOP
 AH9163'OF THE ACCESS COVER.  ACCESS COVER IS BROKEN IN HALF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9164 ***********************************************************************
 AH9164  DESIGNATION -  01410510 B
 AH9164  PID         -  AH9164
 AH9164  STATE/COUNTY-  NJ/ATLANTIC
 AH9164  COUNTRY     -  US
 AH9164  USGS QUAD   -  PLEASANTVILLE (2019)
 AH9164
 AH9164                         *CURRENT SURVEY CONTROL
 AH9164  ______________________________________________________________________
 AH9164* NAD 83(1986) POSITION- 39 25 20.75   (N) 074 30 01.98   (W)   HD_HELD1
 AH9164* NAVD 88 ORTHO HEIGHT -     2.342 (meters)        7.68  (feet) ADJUSTED
 AH9164  ______________________________________________________________________
 AH9164  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 AH9164  DYNAMIC HEIGHT  -          2.341 (meters)        7.68  (feet) COMP
 AH9164  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 AH9164
 AH9164  VERT ORDER      -  FIRST     CLASS II
 AH9164
 AH9164.The horizontal coordinates were determined by differentially corrected
 AH9164.hand held GPS observations or other comparable positioning techniques
 AH9164.and have an estimated accuracy of +/- 3 meters.
 AH9164
 AH9164.The orthometric height was determined by differential leveling and
 AH9164.adjusted by the NATIONAL GEODETIC SURVEY
 AH9164.in April 2013.
 AH9164
 AH9164.No vertical observational check was made to the station.
 AH9164
 AH9164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9164.GEOID18 height accuracy estimate available here.
 AH9164
 AH9164.Click photographs - Photos may exist for this station.
 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       -    65,393.8     149,952.6     MT  (+/- 3 meters HH1 GPS) 
 AH9164
 AH9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4299063774(NAD 83)
 AH9164
 AH9164                          SUPERSEDED SURVEY CONTROL
 AH9164
 AH9164  NAVD 88 (03/01/01)    2.336  (m)            7.66   (f) SUPERSEDED  1 2
 AH9164
 AH9164.Superseded values are not recommended for survey control.
 AH9164
 AH9164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9164.See file dsdata.pdf to determine how the superseded data were derived.
 AH9164
 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 - February 08, 2019
 AH9164
 AH9164  HISTORY     - Date     Condition        Report By
 AH9164  HISTORY     - 1997     MONUMENTED       NJGS
 AH9164  HISTORY     - 19970926 GOOD             NJGS
 AH9164  HISTORY     - 20020612 GOOD             USGS
 AH9164  HISTORY     - 20100507 GOOD             NJGS
 AH9164  HISTORY     - 20190208 GOOD             BASE9
 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.
 AH9164
 AH9164                          STATION RECOVERY (2010)
 AH9164
 AH9164'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 AH9164'RECOVERED AS DESCRIBED.
 AH9164
 AH9164                          STATION RECOVERY (2019)
 AH9164
 AH9164'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (DRD)
 AH9164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9165 ***********************************************************************
 AH9165  DESIGNATION -  01410510 C
 AH9165  PID         -  AH9165
 AH9165  STATE/COUNTY-  NJ/ATLANTIC
 AH9165  COUNTRY     -  US
 AH9165  USGS QUAD   -  PLEASANTVILLE (2019)
 AH9165
 AH9165                         *CURRENT SURVEY CONTROL
 AH9165  ______________________________________________________________________
 AH9165* NAD 83(1986) POSITION- 39 25 21.83   (N) 074 30 02.35   (W)   HD_HELD1
 AH9165* NAVD 88 ORTHO HEIGHT -     2.333 (meters)        7.65  (feet) ADJUSTED
 AH9165  ______________________________________________________________________
 AH9165  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 AH9165  DYNAMIC HEIGHT  -          2.332 (meters)        7.65  (feet) COMP
 AH9165  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 AH9165
 AH9165  VERT ORDER      -  FIRST     CLASS II
 AH9165
 AH9165.The horizontal coordinates were determined by differentially corrected
 AH9165.hand held GPS observations or other comparable positioning techniques
 AH9165.and have an estimated accuracy of +/- 3 meters.
 AH9165
 AH9165.The orthometric height was determined by differential leveling and
 AH9165.adjusted by the NATIONAL GEODETIC SURVEY
 AH9165.in April 2013.
 AH9165
 AH9165.No vertical observational check was made to the station.
 AH9165
 AH9165.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9165.GEOID18 height accuracy estimate available here.
 AH9165
 AH9165.Click photographs - Photos may exist for this station.
 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       -    65,427.1     149,943.8     MT  (+/- 3 meters HH1 GPS) 
 AH9165
 AH9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4298063808(NAD 83)
 AH9165
 AH9165                          SUPERSEDED SURVEY CONTROL
 AH9165
 AH9165  NAVD 88 (03/01/01)    2.327  (m)            7.63   (f) SUPERSEDED  1 2
 AH9165
 AH9165.Superseded values are not recommended for survey control.
 AH9165
 AH9165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9165.See file dsdata.pdf to determine how the superseded data were derived.
 AH9165
 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 - February 08, 2019
 AH9165
 AH9165  HISTORY     - Date     Condition        Report By
 AH9165  HISTORY     - 1997     MONUMENTED       NJGS
 AH9165  HISTORY     - 19970926 GOOD             NJGS
 AH9165  HISTORY     - 20100507 GOOD             NJGS
 AH9165  HISTORY     - 20190208 GOOD             BASE9
 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.
 AH9165
 AH9165                          STATION RECOVERY (2010)
 AH9165
 AH9165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 AH9165'RECOVERED AS DESCRIBED.
 AH9165
 AH9165                          STATION RECOVERY (2019)
 AH9165
 AH9165'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (DRD)
 AH9165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9170 ***********************************************************************
 AH9170  DESIGNATION -  01410560 A
 AH9170  PID         -  AH9170
 AH9170  STATE/COUNTY-  NJ/ATLANTIC
 AH9170  COUNTRY     -  US
 AH9170  USGS QUAD   -  ATLANTIC CITY (2019)
 AH9170
 AH9170                         *CURRENT SURVEY CONTROL
 AH9170  ______________________________________________________________________
 AH9170* NAD 83(1986) POSITION- 39 21 06.39   (N) 074 27 14.31   (W)   HD_HELD1
 AH9170* NAVD 88 ORTHO HEIGHT -     2.009 (meters)        6.59  (feet) ADJUSTED
 AH9170  ______________________________________________________________________
 AH9170  GEOID HEIGHT    -        -34.439 (meters)                     GEOID18
 AH9170  DYNAMIC HEIGHT  -          2.008 (meters)        6.59  (feet) COMP
 AH9170  MODELED GRAVITY -    980,105.9   (mgal)                       NAVD 88
 AH9170
 AH9170  VERT ORDER      -  FIRST     CLASS II
 AH9170
 AH9170.The horizontal coordinates were determined by differentially corrected
 AH9170.hand held GPS observations or other comparable positioning techniques
 AH9170.and have an estimated accuracy of +/- 3 meters.
 AH9170
 AH9170.The orthometric height was determined by differential leveling and
 AH9170.adjusted by the NATIONAL GEODETIC SURVEY
 AH9170.in August 2018.
 AH9170
 AH9170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9170.GEOID18 height accuracy estimate available here.
 AH9170
 AH9170.Click photographs - Photos may exist for this station.
 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       -    57,551.2     153,966.8     MT  (+/- 3 meters HH1 GPS) 
 AH9170
 AH9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4704655956(NAD 83)
 AH9170
 AH9170                          SUPERSEDED SURVEY CONTROL
 AH9170
 AH9170  NAVD 88 (03/01/01)    2.002  (m)            6.57   (f) SUPERSEDED  2 1
 AH9170
 AH9170.Superseded values are not recommended for survey control.
 AH9170
 AH9170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9170.See file dsdata.pdf to determine how the superseded data were derived.
 AH9170
 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 5 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 - May 18, 2017
 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  HISTORY     - 20170518 GOOD             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.
 AH9170
 AH9170                          STATION RECOVERY (2017)
 AH9170
 AH9170'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9170'RECOVERED IN GOOD CONDITION.
 AH9170'
 AH9170'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF
 AH9170'BRIGANTINE, 4.6 MI (7.4 KM) SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC
 AH9170'CITY.
 AH9170'
 AH9170'IN ATLANTIC CITY, LOCATED ON THE NORTHWEST SIDE OF ATLANTIC AVENUE,
 AH9170'BETWEEN THE SIDEWALK AND CURB IN A PARK AREA BETWEEN VENTNOR AVENUE
 AH9170'AND ATLANTIC AVENUE AND IS SOUTHEAST OF THE CENTER OF 3 PARK BENCHES.
 AH9170'
 AH9170'IT IS 80 FT (24.4 M) WEST-SOUTHWEST OF THE SOUTHWEST CURB OF HARTFORD
 AH9170'AVENUE, 37.8 FT (11.5 M) SOUTHEAST OF A PARK LIGHT POLE (A22864), 32.5
 AH9170'FT (9.9 M) SOUTHWEST OF PARK LIGHT POLE (A22862) 2.5 FT (0.8 M)
 AH9170'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK, 4.5 FT (1.4 M)
 AH9170'NORTHWEST OF THE CURB OF ATLANTIC AVENUE.
 AH9170'
 AH9170'NOTE-THE STATION IS SOUTHWEST AND ACROSS VENTNOR AVENUE FROM THE
 AH9170'ATLANTIC CITY POLICE DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9166 ***********************************************************************
 AH9166  DESIGNATION -  01410560 B
 AH9166  PID         -  AH9166
 AH9166  STATE/COUNTY-  NJ/ATLANTIC
 AH9166  COUNTRY     -  US
 AH9166  USGS QUAD   -  ATLANTIC CITY (2019)
 AH9166
 AH9166                         *CURRENT SURVEY CONTROL
 AH9166  ______________________________________________________________________
 AH9166* NAD 83(1986) POSITION- 39 21 19.05   (N) 074 27 28.48   (W)   HD_HELD1
 AH9166* NAVD 88 ORTHO HEIGHT -     1.626 (meters)        5.33  (feet) ADJUSTED
 AH9166  ______________________________________________________________________
 AH9166  GEOID HEIGHT    -        -34.419 (meters)                     GEOID18
 AH9166  DYNAMIC HEIGHT  -          1.626 (meters)        5.33  (feet) COMP
 AH9166  MODELED GRAVITY -    980,106.6   (mgal)                       NAVD 88
 AH9166
 AH9166  VERT ORDER      -  FIRST     CLASS II
 AH9166
 AH9166.The horizontal coordinates were determined by differentially corrected
 AH9166.hand held GPS observations or other comparable positioning techniques
 AH9166.and have an estimated accuracy of +/- 3 meters.
 AH9166
 AH9166.The orthometric height was determined by differential leveling and
 AH9166.adjusted by the NATIONAL GEODETIC SURVEY
 AH9166.in August 2018.
 AH9166
 AH9166.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9166.GEOID18 height accuracy estimate available here.
 AH9166
 AH9166.Click photographs - Photos may exist for this station.
 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       -    57,941.4     153,627.3     MT  (+/- 3 meters HH1 GPS) 
 AH9166
 AH9166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4670456344(NAD 83)
 AH9166
 AH9166                          SUPERSEDED SURVEY CONTROL
 AH9166
 AH9166  NAVD 88 (03/01/01)    1.628  (m)            5.34   (f) SUPERSEDED  2 1
 AH9166
 AH9166.Superseded values are not recommended for survey control.
 AH9166
 AH9166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9166.See file dsdata.pdf to determine how the superseded data were derived.
 AH9166
 AH9166_MARKER: DD = SURVEY DISK
 AH9166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9166_STAMPING: 01410560 B 1997
 AH9166_MARK LOGO: NJGS
 AH9166_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 AH9166+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 AH9166
 AH9166  HISTORY     - Date     Condition        Report By
 AH9166  HISTORY     - 1997     MONUMENTED       NJGS
 AH9166  HISTORY     - 19970919 GOOD             NJGS
 AH9166  HISTORY     - 20160825 GOOD             PB
 AH9166  HISTORY     - 20170518 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.
 AH9166
 AH9166                          STATION RECOVERY (2016)
 AH9166
 AH9166'RECOVERY NOTE BY PBS&J 2016 (MJB)
 AH9166'RECOVERED IN GOOD CONDITION.
 AH9166
 AH9166                          STATION RECOVERY (2017)
 AH9166
 AH9166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9166'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF
 AH9166'BRIGANTINE, 4.3 MI (6.9 KM) EAST-SOUTHEAST OF PLEASANTVILLE IN
 AH9166'ATLANTIC CITY.
 AH9166'
 AH9166'IT IS 3 FT (0.9 M) EAST OF A SIGN (40 MPH) WITH AN ATTACHED WITNESS
 AH9166'SIGN, 4 FT (1.2 M) EAST OF THE EAST CURB, 8 FT (2.4 M) WEST OF THE
 AH9166'WEST EDGE OF SIDEWALK, 36 FT (11.0 M) SOUTH-SOUTHWEST OF THE FOURTH
 AH9166'LIGHT POLE FROM THE DRIVEWAY ACCESS FOR A BOAT RAMP, 227 FT (69.2 M)
 AH9166'SOUTH-SOUTHWEST OF THE CENTERLINE OF PORTER AVENUE EXTENDED, 66 FT
 AH9166'(20.1 M) NORTH-NORTHWEST OF THE THIRD LIGHT POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9168 ***********************************************************************
 AH9168  DESIGNATION -  01410560 C
 AH9168  PID         -  AH9168
 AH9168  STATE/COUNTY-  NJ/ATLANTIC
 AH9168  COUNTRY     -  US
 AH9168  USGS QUAD   -  ATLANTIC CITY (2019)
 AH9168
 AH9168                         *CURRENT SURVEY CONTROL
 AH9168  ______________________________________________________________________
 AH9168* NAD 83(1986) POSITION- 39 21 11.61   (N) 074 27 22.26   (W)   HD_HELD1
 AH9168* NAVD 88 ORTHO HEIGHT -     3.307 (meters)       10.85  (feet) ADJUSTED
 AH9168  ______________________________________________________________________
 AH9168  GEOID HEIGHT    -        -34.430 (meters)                     GEOID18
 AH9168  DYNAMIC HEIGHT  -          3.305 (meters)       10.84  (feet) COMP
 AH9168  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 AH9168
 AH9168  VERT ORDER      -  FIRST     CLASS II
 AH9168
 AH9168.The horizontal coordinates were determined by differentially corrected
 AH9168.hand held GPS observations or other comparable positioning techniques
 AH9168.and have an estimated accuracy of +/- 3 meters.
 AH9168
 AH9168.The orthometric height was determined by differential leveling and
 AH9168.adjusted by the NATIONAL GEODETIC SURVEY
 AH9168.in August 2018.
 AH9168
 AH9168.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9168.GEOID18 height accuracy estimate available here.
 AH9168
 AH9168.Click photographs - Photos may exist for this station.
 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       -    57,712.1     153,776.4     MT  (+/- 3 meters HH1 GPS) 
 AH9168
 AH9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4685556116(NAD 83)
 AH9168
 AH9168                          SUPERSEDED SURVEY CONTROL
 AH9168
 AH9168  NAVD 88 (03/01/01)    3.293  (m)           10.80   (f) SUPERSEDED  2 1
 AH9168
 AH9168.Superseded values are not recommended for survey control.
 AH9168
 AH9168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9168.See file dsdata.pdf to determine how the superseded data were derived.
 AH9168
 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 - May 18, 2017
 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  HISTORY     - 20070419 GOOD             INDIV
 AH9168  HISTORY     - 20110205 GOOD             NGS
 AH9168  HISTORY     - 20170518 GOOD             NJGS
 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.
 AH9168
 AH9168                          STATION RECOVERY (2007)
 AH9168
 AH9168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (WMS)
 AH9168'RECOVERED AS DESCRIBED
 AH9168
 AH9168                          STATION RECOVERY (2011)
 AH9168
 AH9168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 AH9168'RECOVERED IN GOOD CONDITION.
 AH9168
 AH9168                          STATION RECOVERY (2017)
 AH9168
 AH9168'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9168'RECOVERED IN GOOD CONDITION.
 AH9168'
 AH9168'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF
 AH9168'BRIGANTINE, 4.4 MI (7.1 KM) SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC
 AH9168'CITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9175 ***********************************************************************
 AH9175  FBN         -  This is a Federal Base Network Control Station.
 AH9175  DESIGNATION -  01410600 A
 AH9175  PID         -  AH9175
 AH9175  STATE/COUNTY-  NJ/ATLANTIC
 AH9175  COUNTRY     -  US
 AH9175  USGS QUAD   -  OCEANVILLE (2019)
 AH9175
 AH9175                         *CURRENT SURVEY CONTROL
 AH9175  ______________________________________________________________________
 AH9175* NAD 83(2011) POSITION- 39 22 46.68182(N) 074 25 28.32226(W)   ADJUSTED
 AH9175* NAD 83(2011) ELLIP HT-   -32.815 (meters)        (06/27/12)   ADJUSTED
 AH9175* NAD 83(2011) EPOCH   -  2010.00
 AH9175* NAVD 88 ORTHO HEIGHT -     1.556 (meters)        5.11  (feet) ADJUSTED
 AH9175  ______________________________________________________________________
 AH9175  GEOID HEIGHT    -        -34.352 (meters)                     GEOID18
 AH9175  NAD 83(2011) X  -  1,325,532.267 (meters)                     COMP
 AH9175  NAD 83(2011) Y  - -4,755,383.712 (meters)                     COMP
 AH9175  NAD 83(2011) Z  -  4,024,962.159 (meters)                     COMP
 AH9175  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 AH9175  DYNAMIC HEIGHT  -          1.555 (meters)        5.10  (feet) COMP
 AH9175  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 AH9175
 AH9175  VERT ORDER      -  FIRST     CLASS II
 AH9175
 AH9175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9175  Standards:
 AH9175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9175  -------------------------------------------------------------------
 AH9175  NETWORK    0.99   2.04           0.45   0.35   1.04      0.00164837
 AH9175  -------------------------------------------------------------------
 AH9175  Click here for local accuracies and other accuracy information.
 AH9175
 AH9175.The horizontal coordinates were established by GPS observations
 AH9175.and adjusted by the National Geodetic Survey in June 2012.
 AH9175
 AH9175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9175.been affixed to the stable North American tectonic plate. See 
 AH9175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9175
 AH9175.The horizontal coordinates are valid at the epoch date displayed above
 AH9175.which is a decimal equivalence of Year/Month/Day.
 AH9175
 AH9175.The orthometric height was determined by differential leveling and
 AH9175.adjusted by the NATIONAL GEODETIC SURVEY
 AH9175.in August 2018.
 AH9175
 AH9175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9175.GEOID18 height accuracy estimate available here.
 AH9175
 AH9175.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AH9175
 AH9175.The ellipsoidal height was determined by GPS observations
 AH9175.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AH9175
 AH9175;                    North         East     Units Scale Factor Converg.
 AH9175;SPC NJ       -    60,645.577   156,501.624   MT  0.99990052   +0 02 52.4
 AH9175;SPC NJ       -   198,968.03    513,455.74   sFT  0.99990052   +0 02 52.4
 AH9175;UTM  18      - 4,359,064.254   549,563.398   MT  0.99963025   +0 21 54.4
 AH9175
 AH9175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9175!SPC NJ       -   1.00000515  x   0.99990052  =   0.99990567
 AH9175!UTM  18      -   1.00000515  x   0.99963025  =   0.99963540
 AH9175
 AH9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4956359064(NAD 83)
 AH9175
 AH9175                          SUPERSEDED SURVEY CONTROL
 AH9175
 AH9175  NAD 83(2007)-  39 22 46.68223(N)    074 25 28.32298(W) AD(2002.00) 0
 AH9175  ELLIP H (02/10/07)  -32.802  (m)                       GP(2002.00)    
 AH9175  NAD 83(1996)-  39 22 46.68190(N)    074 25 28.32294(W) AD(       ) A
 AH9175  ELLIP H (09/24/01)  -32.787  (m)                       GP(       ) 4 1
 AH9175  NAVD 88               1.57   (m)            5.2    (f) LEVELING    3  
 AH9175  NAVD 88 (03/01/01)    1.568  (m)            5.14   (f) SUPERSEDED  2 1
 AH9175
 AH9175.Superseded values are not recommended for survey control.
 AH9175
 AH9175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9175.See file dsdata.pdf to determine how the superseded data were derived.
 AH9175
 AH9175_MARKER: F = FLANGE-ENCASED ROD
 AH9175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH9175_STAMPING: 0141600A 1997
 AH9175_MARK LOGO: NGS
 AH9175_PROJECTION: RECESSED 8 CENTIMETERS
 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 - June 09, 2021
 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  HISTORY     - 20090106 GOOD             BANC
 AH9175  HISTORY     - 20170525 GOOD             NJGS
 AH9175  HISTORY     - 20200519 GOOD             USACE
 AH9175  HISTORY     - 20210609 GOOD             NJGS
 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'
 AH9175
 AH9175                          STATION RECOVERY (2009)
 AH9175
 AH9175'RECOVERY NOTE BY BANC 3 2009 (AP)
 AH9175'RECOVERED IN GOOD CONDITION.
 AH9175
 AH9175                          STATION RECOVERY (2017)
 AH9175
 AH9175'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9175'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST OF PLEASANTVILLE,
 AH9175'3.8 MI (6.1 KM) WEST-SOUTHWEST OF BRIGANTINE, IN ATLANTIC CITY.
 AH9175'
 AH9175'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 (ABSECON
 AH9175'BOULEVARD) AND STATE ROUTE 87 (HURON AVENUE), GO 0.5 MI (0.8 KM)
 AH9175'NORTHEAST ON STATE ROUTE 87 TO A SKEWED INTERSECTION WITH STATE ROUTE
 AH9175'187 (BRIGANTINE BOULEVARD).  CONTINUE 0.4 MI (0.6 KM) STRAIGHT AHEAD
 AH9175'ON HURON AVENUE, PASSING THE GOLDEN NUGGET HOTEL AND CASINO ON THE
 AH9175'LEFT, TO THE T-JUNCTION WITH RHODE ISLAND AVENUE (THE ENTRANCE ROAD
 AH9175'LEADING TO THE U.S.COAST GUARD STATION).  TURN RIGHT AND GO ABOUT 165
 AH9175'FT (50.3 M) SOUTHEAST ON RHODE ISLAND AVENUE TO THE STATION ON THE
 AH9175'LEFT.
 AH9175'
 AH9175'THE STATION IS ON THE NORTHEAST SIDE OF RHODE ISLAND AVENUE, JUST
 AH9175'NORTHWEST OF A WROUGHT IRON FENCE FOR THE COAST GUARD FACILITY, 17 FT
 AH9175'(5.2 M) EAST-NORTHEAST OF THE EAST CURB OF RHODE ISLAND AVENUE, 10 FT
 AH9175'(3.0 M) NORTHWEST FROM AN ANGLE POINT IN THE 6 FT (1.8 M) HIGH CHAIN
 AH9175'LINK FENCE SURROUNDING THE COAST GUARD PROPERTY, 12 FT (3.7 M)
 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) SOUTHEAST OF THE
 AH9175'SOUTHWEST CORNER OF A ONE STORY BRICK BUILDING FOR THE U.S. COAST
 AH9175'GUARD REPEATER STATION AND 57 FT (17.4 M) SOUTHEAST FROM POLE NUMBER
 AH9175'A22114.
 AH9175'
 AH9175'NOTE-THE LID TO THE BOX IS MISSING.
 AH9175
 AH9175                          STATION RECOVERY (2020)
 AH9175
 AH9175'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2020 (NE)
 AH9175'RECOVERED IN GOOD CONDITION.
 AH9175
 AH9175                          STATION RECOVERY (2021)
 AH9175
 AH9175'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 AH9175'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST OF PLEASANTVILLE, 3.8
 AH9175'MI (6.1 KM) WEST-SOUTHWEST OF BRIGANTINE AND 1.1 MI (1.8 KM) NORTH OF
 AH9175'ATLANTIC CITY.
 AH9175'
 AH9175'THE STATION IS ON THE ACCESS ROAD TO THE U.S. COAST GUARD FACILITY, AT
 AH9175'THE NORTHWEST CORNER OF THE IRON FENCE SURROUNDING THE FACILITY, 17.5
 AH9175'FT (5.3 M) NORTHEAST OF THE NORTHEAST CURB OF RHODE ISLAND AVENUE, 175
 AH9175'FT (53.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE JUNCTION OF EASTBOUND
 AH9175'HURON AVENUE AND RHODE ISLAND AVENUE, 10.8 FT (3.3 M) NORTH OF THE
 AH9175'FENCE CORNER, 8 FT (2.4 M) NORTHWEST OF THE FENCE, 55 FT (16.8 M)
 AH9175'SOUTH-SOUTHEAST OF POLE NUMBER A22114, 59 FT (18.0 M) SOUTHEAST OF THE
 AH9175'CENTERLINE OF A WALKWAY LEADING TO THE COASTAL HERITAGE TRAIL
 AH9175'INFORMATION SIGN, 1 FT (0.3 M) SOUTHWEST OF A NJGS METAL WITNESS SIGN.
 AH9175'NOTE-THE ONE STORY BRICK BUILDING FOR THE U.S. COAST GUARD REPEATER
 AH9175'STATION IS THE PREVIOUS DESCRIPTIONS HAS BEEN REMOVED AND THE LID TO
 AH9175'THE FLANGE IS MISSING.
 AH9175'
 AH9175'NOTE-THE STAMPING DIFFERS FROM THE DESIGNATION BY A MISSING 0 AFTER
 AH9175'THE 0141 600 A. NOTE-DUE TO THERE BEING SEVERAL BENCH MARKS WITH THE
 AH9175'SAME NUMBER SEQUENCE IT WAS LEFT AS IS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9171 ***********************************************************************
 AH9171  DESIGNATION -  01410600 B
 AH9171  PID         -  AH9171
 AH9171  STATE/COUNTY-  NJ/ATLANTIC
 AH9171  COUNTRY     -  US
 AH9171  USGS QUAD   -  OCEANVILLE (2019)
 AH9171
 AH9171                         *CURRENT SURVEY CONTROL
 AH9171  ______________________________________________________________________
 AH9171* NAD 83(1986) POSITION- 39 22 39.87   (N) 074 25 25.01   (W)   HD_HELD1
 AH9171* NAVD 88 ORTHO HEIGHT -     2.005 (meters)        6.58  (feet) ADJUSTED
 AH9171  ______________________________________________________________________
 AH9171  GEOID HEIGHT    -        -34.361 (meters)                     GEOID18
 AH9171  DYNAMIC HEIGHT  -          2.004 (meters)        6.57  (feet) COMP
 AH9171  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 AH9171
 AH9171  VERT ORDER      -  FIRST     CLASS II
 AH9171
 AH9171.The horizontal coordinates were determined by differentially corrected
 AH9171.hand held GPS observations or other comparable positioning techniques
 AH9171.and have an estimated accuracy of +/- 3 meters.
 AH9171
 AH9171.The orthometric height was determined by differential leveling and
 AH9171.adjusted by the NATIONAL GEODETIC SURVEY
 AH9171.in August 2018.
 AH9171
 AH9171.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9171.GEOID18 height accuracy estimate available here.
 AH9171
 AH9171.Click photographs - Photos may exist for this station.
 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       -    60,435.6     156,581.1     MT  (+/- 3 meters HH1 GPS) 
 AH9171
 AH9171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4964358854(NAD 83)
 AH9171
 AH9171                          SUPERSEDED SURVEY CONTROL
 AH9171
 AH9171  NAVD 88 (03/01/01)    2.031  (m)            6.66   (f) SUPERSEDED  2 1
 AH9171
 AH9171.Superseded values are not recommended for survey control.
 AH9171
 AH9171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9171.See file dsdata.pdf to determine how the superseded data were derived.
 AH9171
 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 RIM
 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 - May 25, 2017
 AH9171
 AH9171  HISTORY     - Date     Condition        Report By
 AH9171  HISTORY     - 1997     MONUMENTED       NJGS
 AH9171  HISTORY     - 20020612 GOOD             USGS
 AH9171  HISTORY     - 20040908 GOOD             USGS
 AH9171  HISTORY     - 20170525 GOOD             NJGS
 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.
 AH9171
 AH9171                          STATION RECOVERY (2017)
 AH9171
 AH9171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9171'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST OF PLEASANTVILLE,
 AH9171'3.8 MI (6.1 KM) SOUTHWEST OF BRIGANTINE AND 0.9 MI (1.4 KM) NORTH OF
 AH9171'ATLANTIC CITY.
 AH9171'
 AH9171'THE STATION IS LOCATED ON THE GROUNDS OF THE U.S.COAST GUARD STATION.
 AH9171'
 AH9171'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 (ABSECON
 AH9171'BOULEVARD) AND STATE ROUTE 87 (HURON AVENUE), GO 0.5 MI (0.8 KM)
 AH9171'NORTHEAST ON STATE ROUTE 87 TO A SKEWED INTERSECTION WITH STATE ROUTE
 AH9171'187 (BRIGANTINE BOULEVARD).  CONTINUE 0.4 MI (0.6 KM) STRAIGHT AHEAD
 AH9171'ON HURON AVENUE, PASSING THE GOLDEN NUGGET HOTEL AND CASINO ON THE
 AH9171'LEFT, TO THE T-JUNCTION WITH RHODE ISLAND AVENUE (THE ENTRANCE ROAD
 AH9171'LEADING TO THE U.S.COAST GUARD STATION).  TURN RIGHT AND GO 0.1 MI
 AH9171'(0.2 KM) SOUTHEAST ON RHODE ISLAND AVENUE TO THE MAIN ENTRANCE GATE TO
 AH9171'THE COAST GUARD STATION, PASS THROUGH THE GATE AND GO SOUTH, ALONG THE
 AH9171'WALKWAY ALONG THE SOUTHWEST SIDE OF THE SUPPORT BUILDING (1.5 STORY)
 AH9171'TO THE STATION AHEAD AT THE NORTHWEST CORNER OF THE L-SHAPED DOCK.
 AH9171'
 AH9171'THE STATION IS SET ON TOP OF THE DOCK RIM ABOUT 1 FT (0.3 M) ABOVE THE
 AH9171'DECK, 3 FT (0.9 M) NORTHEAST FROM A CAST METAL CLEAT, 7 FT (2.1 M)
 AH9171'SOUTHWEST FROM THE TIDE TELEMETRY UNIT, 1 FT (0.3 M) SOUTHEAST FROM
 AH9171'THE NORTHWEST EDGE OF THE DOCK AND 42 FT (12.8 M) SOUTH FROM AND
 AH9171'OVERHEAD POLE ON THE NORTH SIDE OF THE DOCK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9173 ***********************************************************************
 AH9173  DESIGNATION -  01410600 C
 AH9173  PID         -  AH9173
 AH9173  STATE/COUNTY-  NJ/ATLANTIC
 AH9173  COUNTRY     -  US
 AH9173  USGS QUAD   -  OCEANVILLE (2019)
 AH9173
 AH9173                         *CURRENT SURVEY CONTROL
 AH9173  ______________________________________________________________________
 AH9173* NAD 83(1986) POSITION- 39 22 42.40   (N) 074 25 23.57   (W)   HD_HELD1
 AH9173* NAVD 88 ORTHO HEIGHT -     2.270 (meters)        7.45  (feet) ADJUSTED
 AH9173  ______________________________________________________________________
 AH9173  GEOID HEIGHT    -        -34.359 (meters)                     GEOID18
 AH9173  DYNAMIC HEIGHT  -          2.269 (meters)        7.44  (feet) COMP
 AH9173  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 AH9173
 AH9173  VERT ORDER      -  FIRST     CLASS II
 AH9173
 AH9173.The horizontal coordinates were determined by differentially corrected
 AH9173.hand held GPS observations or other comparable positioning techniques
 AH9173.and have an estimated accuracy of +/- 3 meters.
 AH9173
 AH9173.The orthometric height was determined by differential leveling and
 AH9173.adjusted by the NATIONAL GEODETIC SURVEY
 AH9173.in August 2018.
 AH9173
 AH9173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9173.GEOID18 height accuracy estimate available here.
 AH9173
 AH9173.Click photographs - Photos may exist for this station.
 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       -    60,513.6     156,615.5     MT  (+/- 3 meters HH1 GPS) 
 AH9173
 AH9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4967758932(NAD 83)
 AH9173
 AH9173                          SUPERSEDED SURVEY CONTROL
 AH9173
 AH9173  NAVD 88 (03/01/01)    2.303  (m)            7.56   (f) SUPERSEDED  2 1
 AH9173
 AH9173.Superseded values are not recommended for survey control.
 AH9173
 AH9173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9173.See file dsdata.pdf to determine how the superseded data were derived.
 AH9173
 AH9173_MARKER: DD = SURVEY DISK
 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 - May 25, 2017
 AH9173
 AH9173  HISTORY     - Date     Condition        Report By
 AH9173  HISTORY     - 1997     MONUMENTED       NJGS
 AH9173  HISTORY     - 20020612 GOOD             USGS
 AH9173  HISTORY     - 20170525 GOOD             NJGS
 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.
 AH9173
 AH9173                          STATION RECOVERY (2017)
 AH9173
 AH9173'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9173'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9172 ***********************************************************************
 AH9172  DESIGNATION -  01410600 D
 AH9172  PID         -  AH9172
 AH9172  STATE/COUNTY-  NJ/ATLANTIC
 AH9172  COUNTRY     -  US
 AH9172  USGS QUAD   -  OCEANVILLE (2019)
 AH9172
 AH9172                         *CURRENT SURVEY CONTROL
 AH9172  ______________________________________________________________________
 AH9172* NAD 83(1986) POSITION- 39 22 37.     (N) 074 25 22.     (W)   SCALED
 AH9172* NAVD 88 ORTHO HEIGHT -     2.101 (meters)        6.89  (feet) ADJUSTED
 AH9172  ______________________________________________________________________
 AH9172  GEOID HEIGHT    -        -34.366 (meters)                     GEOID18
 AH9172  DYNAMIC HEIGHT  -          2.100 (meters)        6.89  (feet) COMP
 AH9172  MODELED GRAVITY -    980,109.1   (mgal)                       NAVD 88
 AH9172
 AH9172  VERT ORDER      -  SECOND    CLASS I
 AH9172
 AH9172.The horizontal coordinates were scaled from a map and have
 AH9172.an estimated accuracy of +/- 6 seconds.
 AH9172
 AH9172.The orthometric height was determined by differential leveling and
 AH9172.adjusted by the NATIONAL GEODETIC SURVEY
 AH9172.in March 2001.
 AH9172
 AH9172.No vertical observational check was made to the station.
 AH9172
 AH9172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9172.GEOID18 height accuracy estimate available here.
 AH9172
 AH9172.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ497587(NAD 83)
 AH9172
 AH9172                          SUPERSEDED SURVEY CONTROL
 AH9172
 AH9172.No superseded survey control is available for this station.
 AH9172
 AH9172_STAMPING: 01410600 D 1997
 AH9172_MARK LOGO: USGS
 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  HISTORY     - 20170306 MARK NOT FOUND   NJGS
 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.
 AH9172
 AH9172                          STATION RECOVERY (2017)
 AH9172
 AH9172'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9172'THE STRUCTURE, FLAG POLE BASE, INTO WHICH THE STATION WAS SET HAS BEEN
 AH9172'REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9174 ***********************************************************************
 AH9174  DESIGNATION -  01410600 E
 AH9174  PID         -  AH9174
 AH9174  STATE/COUNTY-  NJ/ATLANTIC
 AH9174  COUNTRY     -  US
 AH9174  USGS QUAD   -  OCEANVILLE (2019)
 AH9174
 AH9174                         *CURRENT SURVEY CONTROL
 AH9174  ______________________________________________________________________
 AH9174* NAD 83(1986) POSITION- 39 22 41.74   (N) 074 25 25.93   (W)   HD_HELD1
 AH9174* NAVD 88 ORTHO HEIGHT -     2.235 (meters)        7.33  (feet) ADJUSTED
 AH9174  ______________________________________________________________________
 AH9174  GEOID HEIGHT    -        -34.359 (meters)                     GEOID18
 AH9174  DYNAMIC HEIGHT  -          2.234 (meters)        7.33  (feet) COMP
 AH9174  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 AH9174
 AH9174  VERT ORDER      -  FIRST     CLASS II
 AH9174
 AH9174.The horizontal coordinates were determined by differentially corrected
 AH9174.hand held GPS observations or other comparable positioning techniques
 AH9174.and have an estimated accuracy of +/- 3 meters.
 AH9174
 AH9174.The orthometric height was determined by differential leveling and
 AH9174.adjusted by the NATIONAL GEODETIC SURVEY
 AH9174.in August 2018.
 AH9174
 AH9174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9174.GEOID18 height accuracy estimate available here.
 AH9174
 AH9174.Click photographs - Photos may exist for this station.
 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       -    60,493.2     156,559.0     MT  (+/- 3 meters HH1 GPS) 
 AH9174
 AH9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4962158912(NAD 83)
 AH9174
 AH9174                          SUPERSEDED SURVEY CONTROL
 AH9174
 AH9174  NAVD 88 (03/01/01)    2.280  (m)            7.48   (f) SUPERSEDED  2 1
 AH9174
 AH9174.Superseded values are not recommended for survey control.
 AH9174
 AH9174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9174.See file dsdata.pdf to determine how the superseded data were derived.
 AH9174
 AH9174_MARKER: DD = SURVEY DISK
 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 - May 25, 2017
 AH9174
 AH9174  HISTORY     - Date     Condition        Report By
 AH9174  HISTORY     - 1997     MONUMENTED       NJGS
 AH9174  HISTORY     - 20020612 GOOD             USGS
 AH9174  HISTORY     - 20170525 GOOD             NJGS
 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.
 AH9174
 AH9174                          STATION RECOVERY (2017)
 AH9174
 AH9174'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9174'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST OF PLEASANTVILLE,
 AH9174'3.8 MI (6.1 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC CITY, ON THE
 AH9174'GROUNDS OF THE U.S. COAST GUARD FACILITY AT THE SOUTH END OF RHODE
 AH9174'ISLAND AVENUE.
 AH9174'
 AH9174'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 (ABSECON
 AH9174'BOULEVARD) AND STATE ROUTE 87 (HURON AVENUE), GO 0.5 MI (0.8 KM)
 AH9174'NORTHEAST ON STATE ROUTE 87 TO A SKEWED INTERSECTION WITH STATE ROUTE
 AH9174'187 (BRIGANTINE BOULEVARD).  CONTINUE 0.4 MI (0.6 KM) STRAIGHT AHEAD
 AH9174'ON HURON AVENUE, PASSING THE GOLDEN NUGGET HOTEL AND CASINO ON THE
 AH9174'LEFT, TO THE T-JUNCTION WITH RHODE ISLAND AVENUE (THE ENTRANCE ROAD
 AH9174'LEADING TO THE U.S.COAST GUARD STATION).  TURN RIGHT AND GO 0.1 MI
 AH9174'(0.2 KM) SOUTHEAST ON RHODE ISLAND AVENUE TO THE MAIN ENTRANCE GATE TO
 AH9174'THE COAST GUARD STATION, PASS THROUGH THE GATE AND GO AHEAD ABOUT 107
 AH9174'FT (32.6 M) SOUTH-SOUTHEAST OF THE GATE TO THE STATION ON THE RIGHT,
 AH9174'SET FLUSH IN A DRILL HOLE IN A 5 FT (1.5 M) BY 1 FT (0.3 M) CONCRETE
 AH9174'BASE WITH 2 YELLOW BALLARDS AT THE NORTHWEST CORNER OF DRIVEWAY
 AH9174'LEADING TO THE SUPPORT BUILDING.
 AH9174'
 AH9174'IT IS 30 FT (9.1 M) SOUTH OF THE SOUTHEAST CORNER OF THE TRASH BIN
 AH9174'SHELTER, 12 FT (3.7 M) EAST OF A GUY POLE A8526, 53 FT (16.2 M)
 AH9174'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SUPPORT BUILDING, 117
 AH9174'FT (35.7 M) SOUTH FROM A GREEN PAINTED BUOY NUMBER AC 1, ON DISPLAY
 AH9174'NEAR THE EAST SIDE OF THE MAIN ENTRANCE GATE.
 AH9174'
 AH9174'NOTE-  THE STATION IS PROJECTING 8 INCHES (20 CM).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9192 ***********************************************************************
 AH9192  DESIGNATION -  01411318 A
 AH9192  PID         -  AH9192
 AH9192  STATE/COUNTY-  NJ/CAPE MAY
 AH9192  COUNTRY     -  US
 AH9192  USGS QUAD   -  MARMORA (2019)
 AH9192
 AH9192                         *CURRENT SURVEY CONTROL
 AH9192  ______________________________________________________________________
 AH9192* NAD 83(1986) POSITION- 39 15 15.4    (N) 074 37 40.5    (W)   HD_HELD2
 AH9192* NAVD 88 ORTHO HEIGHT -     1.319 (meters)        4.33  (feet) ADJUSTED
 AH9192  ______________________________________________________________________
 AH9192  GEOID HEIGHT    -        -34.669 (meters)                     GEOID18
 AH9192  DYNAMIC HEIGHT  -          1.319 (meters)        4.33  (feet) COMP
 AH9192  MODELED GRAVITY -    980,093.8   (mgal)                       NAVD 88
 AH9192
 AH9192  VERT ORDER      -  FIRST     CLASS II
 AH9192
 AH9192.The horizontal coordinates were established by autonomous hand held GPS
 AH9192.observations and have an estimated accuracy of +/- 10 meters.
 AH9192
 AH9192.The orthometric height was determined by differential leveling and
 AH9192.adjusted by the NATIONAL GEODETIC SURVEY
 AH9192.in March 2005.
 AH9192
 AH9192.No vertical observational check was made to the station.
 AH9192
 AH9192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9192.GEOID18 height accuracy estimate available here.
 AH9192
 AH9192.Click photographs - Photos may exist for this station.
 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       -    46,735.      138,960.      MT  (+/- 10 meters HH2 GPS)
 AH9192
 AH9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3210345060(NAD 83)
 AH9192
 AH9192                          SUPERSEDED SURVEY CONTROL
 AH9192
 AH9192  NAVD 88 (03/01/01)    1.352  (m)            4.44   (f) SUPERSEDED  1 2
 AH9192
 AH9192.Superseded values are not recommended for survey control.
 AH9192
 AH9192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9192.See file dsdata.pdf to determine how the superseded data were derived.
 AH9192
 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  HISTORY     - 20061019 POOR             USGS
 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'MARK RECOVERED IN POOR CONDITION.
 AH9192
 AH9192                          STATION RECOVERY (2006)
 AH9192
 AH9192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 AH9192'MARK NOW 0.60 FT BELOW ROAD MILLINGS SPREAD AND PACKED OVER CONCRETE
 AH9192'FOUNDATION
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9193 ***********************************************************************
 AH9193  DESIGNATION -  01411318 B
 AH9193  PID         -  AH9193
 AH9193  STATE/COUNTY-  NJ/CAPE MAY
 AH9193  COUNTRY     -  US
 AH9193  USGS QUAD   -  MARMORA (2019)
 AH9193
 AH9193                         *CURRENT SURVEY CONTROL
 AH9193  ______________________________________________________________________
 AH9193* NAD 83(1986) POSITION- 39 15 14.01   (N) 074 37 46.37   (W)   HD_HELD1
 AH9193* NAVD 88 ORTHO HEIGHT -     1.306 (meters)        4.28  (feet) ADJUSTED
 AH9193  ______________________________________________________________________
 AH9193  GEOID HEIGHT    -        -34.669 (meters)                     GEOID18
 AH9193  DYNAMIC HEIGHT  -          1.306 (meters)        4.28  (feet) COMP
 AH9193  MODELED GRAVITY -    980,093.7   (mgal)                       NAVD 88
 AH9193
 AH9193  VERT ORDER      -  FIRST     CLASS II
 AH9193
 AH9193.The horizontal coordinates were determined by differentially corrected
 AH9193.hand held GPS observations or other comparable positioning techniques
 AH9193.and have an estimated accuracy of +/- 3 meters.
 AH9193
 AH9193.The orthometric height was determined by differential leveling and
 AH9193.adjusted by the NATIONAL GEODETIC SURVEY
 AH9193.in April 2015.
 AH9193
 AH9193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9193.GEOID18 height accuracy estimate available here.
 AH9193
 AH9193.Click photographs - Photos may exist for this station.
 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       -    46,692.2     138,819.1     MT  (+/- 3 meters HH1 GPS) 
 AH9193
 AH9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3196345017(NAD 83)
 AH9193
 AH9193                          SUPERSEDED SURVEY CONTROL
 AH9193
 AH9193  NAVD 88 (03/25/05)    1.412  (m)            4.63   (f) SUPERSEDED  1 2
 AH9193  NAVD 88 (03/01/01)    1.418  (m)            4.65   (f) SUPERSEDED  1 2
 AH9193
 AH9193.Superseded values are not recommended for survey control.
 AH9193
 AH9193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9193.See file dsdata.pdf to determine how the superseded data were derived.
 AH9193
 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 25, 2014
 AH9193
 AH9193  HISTORY     - Date     Condition        Report By
 AH9193  HISTORY     - 1997     MONUMENTED       NJGS
 AH9193  HISTORY     - 20000815 GOOD             NJGS
 AH9193  HISTORY     - 20030926 GOOD             USGS
 AH9193  HISTORY     - 20061019 GOOD             USGS
 AH9193  HISTORY     - 20140925 GOOD             NJGS
 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.
 AH9193
 AH9193                          STATION RECOVERY (2006)
 AH9193
 AH9193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 AH9193'MARK RECOVERED FROM UNDER 3 FT BERM OF MULCH
 AH9193
 AH9193                          STATION RECOVERY (2014)
 AH9193
 AH9193'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AH9193'RECOVERED IN GOOD CONDITION.
 AH9193'
 AH9193'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-SOUTHEAST
 AH9193'OF TUCKAHOE, 3.4 MI (5.5 KM) WEST-SOUTHWEST OF OCEAN CITY AND 1.3 MI
 AH9193'(2.1 KM) SOUTHEAST OF MARMORA, IN UPPER TOWNSHIP.
 AH9193'
 AH9193'THE STATION IS IN THE SOUTHEAST CORNER OF THE ELECTRICAL MANHOLE FOR
 AH9193'STREET LIGHT (OC 14) ON THE EASTERLY SIDE OF THE U-TURN LEADING FROM
 AH9193'COUNTY ROUTE 623 TO A MARINA, 5.5 FT (1.7 M) EAST OF THE EAST CURB, 3
 AH9193'FT (0.9 M) SOUTH OF THE LIGHT POLE, LEVEL WITH THE CURB UNDER 3 FT
 AH9193'(0.9 M) OF MULCH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9194 ***********************************************************************
 AH9194  DESIGNATION -  01411318 C
 AH9194  PID         -  AH9194
 AH9194  STATE/COUNTY-  NJ/CAPE MAY
 AH9194  COUNTRY     -  US
 AH9194  USGS QUAD   -  MARMORA (2019)
 AH9194
 AH9194                         *CURRENT SURVEY CONTROL
 AH9194  ______________________________________________________________________
 AH9194* NAD 83(1986) POSITION- 39 15 12.56   (N) 074 37 47.14   (W)   HD_HELD1
 AH9194* NAVD 88 ORTHO HEIGHT -     2.249 (meters)        7.38  (feet) ADJUSTED
 AH9194  ______________________________________________________________________
 AH9194  GEOID HEIGHT    -        -34.670 (meters)                     GEOID18
 AH9194  DYNAMIC HEIGHT  -          2.248 (meters)        7.38  (feet) COMP
 AH9194  MODELED GRAVITY -    980,093.6   (mgal)                       NAVD 88
 AH9194
 AH9194  VERT ORDER      -  FIRST     CLASS II
 AH9194
 AH9194.The horizontal coordinates were determined by differentially corrected
 AH9194.hand held GPS observations or other comparable positioning techniques
 AH9194.and have an estimated accuracy of +/- 3 meters.
 AH9194
 AH9194.The orthometric height was determined by differential leveling and
 AH9194.adjusted by the NATIONAL GEODETIC SURVEY
 AH9194.in March 2001.
 AH9194
 AH9194.No vertical observational check was made to the station.
 AH9194
 AH9194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9194.GEOID18 height accuracy estimate available here.
 AH9194
 AH9194.Click photographs - Photos may exist for this station.
 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       -    46,647.5     138,800.6     MT  (+/- 3 meters HH1 GPS) 
 AH9194
 AH9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3194444972(NAD 83)
 AH9194
 AH9194                          SUPERSEDED SURVEY CONTROL
 AH9194
 AH9194.No superseded survey control is available for this station.
 AH9194
 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 - September 25, 2014
 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  HISTORY     - 20140925 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AH9194
 AH9194                          STATION RECOVERY (2014)
 AH9194
 AH9194'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AH9194'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9195 ***********************************************************************
 AH9195  DESIGNATION -  01411318 D
 AH9195  PID         -  AH9195
 AH9195  STATE/COUNTY-  NJ/CAPE MAY
 AH9195  COUNTRY     -  US
 AH9195  USGS QUAD   -  MARMORA (2019)
 AH9195
 AH9195                         *CURRENT SURVEY CONTROL
 AH9195  ______________________________________________________________________
 AH9195* NAD 83(1986) POSITION- 39 15 11.     (N) 074 37 47.     (W)   SCALED
 AH9195* NAVD 88 ORTHO HEIGHT -     5.018 (meters)       16.46  (feet) ADJUSTED
 AH9195  ______________________________________________________________________
 AH9195  GEOID HEIGHT    -        -34.672 (meters)                     GEOID18
 AH9195  DYNAMIC HEIGHT  -          5.015 (meters)       16.45  (feet) COMP
 AH9195  MODELED GRAVITY -    980,093.8   (mgal)                       NAVD 88
 AH9195
 AH9195  VERT ORDER      -  FIRST     CLASS II
 AH9195
 AH9195.The horizontal coordinates were scaled from a map and have
 AH9195.an estimated accuracy of +/- 6 seconds.
 AH9195
 AH9195.The orthometric height was determined by differential leveling and
 AH9195.adjusted by the NATIONAL GEODETIC SURVEY
 AH9195.in March 2001.
 AH9195
 AH9195.No vertical observational check was made to the station.
 AH9195
 AH9195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9195.GEOID18 height accuracy estimate available here.
 AH9195
 AH9195.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ319449(NAD 83)
 AH9195
 AH9195                          SUPERSEDED SURVEY CONTROL
 AH9195
 AH9195.No superseded survey control is available for this station.
 AH9195
 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  HISTORY     - 20061019 MARK NOT FOUND   USGS
 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.
 AH9195
 AH9195                          STATION RECOVERY (2006)
 AH9195
 AH9195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 AH9195'EXPANSION JOINT ADJACENT TO MARK RECENTLY REPLACED.  NEW CONCRETE
 AH9195'POURED WHERE MARK WAS SET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9196 ***********************************************************************
 AH9196  DESIGNATION -  01411318 E
 AH9196  PID         -  AH9196
 AH9196  STATE/COUNTY-  NJ/CAPE MAY
 AH9196  COUNTRY     -  US
 AH9196  USGS QUAD   -  MARMORA (2019)
 AH9196
 AH9196                         *CURRENT SURVEY CONTROL
 AH9196  ______________________________________________________________________
 AH9196* NAD 83(1986) POSITION- 39 15 16.28   (N) 074 37 53.31   (W)   HD_HELD1
 AH9196* NAVD 88 ORTHO HEIGHT -     1.665 (meters)        5.46  (feet) ADJUSTED
 AH9196  ______________________________________________________________________
 AH9196  GEOID HEIGHT    -        -34.664 (meters)                     GEOID18
 AH9196  DYNAMIC HEIGHT  -          1.664 (meters)        5.46  (feet) COMP
 AH9196  MODELED GRAVITY -    980,093.8   (mgal)                       NAVD 88
 AH9196
 AH9196  VERT ORDER      -  FIRST     CLASS II
 AH9196
 AH9196.The horizontal coordinates were determined by differentially corrected
 AH9196.hand held GPS observations or other comparable positioning techniques
 AH9196.and have an estimated accuracy of +/- 3 meters.
 AH9196
 AH9196.The orthometric height was determined by differential leveling and
 AH9196.adjusted by the NATIONAL GEODETIC SURVEY
 AH9196.in April 2015.
 AH9196
 AH9196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9196.GEOID18 height accuracy estimate available here.
 AH9196
 AH9196.Click photographs - Photos may exist for this station.
 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       -    46,762.4     138,652.8     MT  (+/- 3 meters HH1 GPS) 
 AH9196
 AH9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3179645086(NAD 83)
 AH9196
 AH9196                          SUPERSEDED SURVEY CONTROL
 AH9196
 AH9196  NAVD 88 (03/25/05)    1.703  (m)            5.59   (f) SUPERSEDED  1 2
 AH9196  NAVD 88 (03/01/01)    1.713  (m)            5.62   (f) SUPERSEDED  1 2
 AH9196
 AH9196.Superseded values are not recommended for survey control.
 AH9196
 AH9196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9196.See file dsdata.pdf to determine how the superseded data were derived.
 AH9196
 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 - September 25, 2014
 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  HISTORY     - 20140925 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AH9196
 AH9196                          STATION RECOVERY (2014)
 AH9196
 AH9196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AH9196'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9360 ***********************************************************************
 AI9360  DESIGNATION -  01411330 A
 AI9360  PID         -  AI9360
 AI9360  STATE/COUNTY-  NJ/ATLANTIC
 AI9360  COUNTRY     -  US
 AI9360  USGS QUAD   -  OCEAN CITY (2019)
 AI9360
 AI9360                         *CURRENT SURVEY CONTROL
 AI9360  ______________________________________________________________________
 AI9360* NAD 83(1986) POSITION- 39 20 14.     (N) 074 30 48.     (W)   SCALED
 AI9360* NAVD 88 ORTHO HEIGHT -     2.800 (meters)        9.19  (feet) ADJUSTED
 AI9360  ______________________________________________________________________
 AI9360  GEOID HEIGHT    -        -34.431 (meters)                     GEOID18
 AI9360  DYNAMIC HEIGHT  -          2.799 (meters)        9.18  (feet) COMP
 AI9360  MODELED GRAVITY -    980,106.1   (mgal)                       NAVD 88
 AI9360
 AI9360  VERT ORDER      -  FIRST     CLASS II
 AI9360
 AI9360.The horizontal coordinates were scaled from a map and have
 AI9360.an estimated accuracy of +/- 6 seconds.
 AI9360
 AI9360.The orthometric height was determined by differential leveling and
 AI9360.adjusted by the NATIONAL GEODETIC SURVEY
 AI9360.in March 2001.
 AI9360
 AI9360.No vertical observational check was made to the station.
 AI9360
 AI9360.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9360.GEOID18 height accuracy estimate available here.
 AI9360
 AI9360.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ419543(NAD 83)
 AI9360
 AI9360                          SUPERSEDED SURVEY CONTROL
 AI9360
 AI9360.No superseded survey control is available for this station.
 AI9360
 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 = JULY 24, 2026 22:12:30 EDT
 AI9361 ***********************************************************************
 AI9361  DESIGNATION -  01411330 B
 AI9361  PID         -  AI9361
 AI9361  STATE/COUNTY-  NJ/ATLANTIC
 AI9361  COUNTRY     -  US
 AI9361  USGS QUAD   -  OCEAN CITY (2019)
 AI9361
 AI9361                         *CURRENT SURVEY CONTROL
 AI9361  ______________________________________________________________________
 AI9361* NAD 83(1986) POSITION- 39 20 11.     (N) 074 30 45.     (W)   SCALED
 AI9361* NAVD 88 ORTHO HEIGHT -     1.286 (meters)        4.22  (feet) ADJUSTED
 AI9361  ______________________________________________________________________
 AI9361  GEOID HEIGHT    -        -34.436 (meters)                     GEOID18
 AI9361  DYNAMIC HEIGHT  -          1.285 (meters)        4.22  (feet) COMP
 AI9361  MODELED GRAVITY -    980,106.0   (mgal)                       NAVD 88
 AI9361
 AI9361  VERT ORDER      -  FIRST     CLASS II
 AI9361
 AI9361.The horizontal coordinates were scaled from a map and have
 AI9361.an estimated accuracy of +/- 6 seconds.
 AI9361
 AI9361.The orthometric height was determined by differential leveling and
 AI9361.adjusted by the NATIONAL GEODETIC SURVEY
 AI9361.in March 2001.
 AI9361
 AI9361.No vertical observational check was made to the station.
 AI9361
 AI9361.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9361.GEOID18 height accuracy estimate available here.
 AI9361
 AI9361.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ420542(NAD 83)
 AI9361
 AI9361                          SUPERSEDED SURVEY CONTROL
 AI9361
 AI9361.No superseded survey control is available for this station.
 AI9361
 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 = JULY 24, 2026 22:12:30 EDT
 AI9362 ***********************************************************************
 AI9362  DESIGNATION -  01411330 C
 AI9362  PID         -  AI9362
 AI9362  STATE/COUNTY-  NJ/ATLANTIC
 AI9362  COUNTRY     -  US
 AI9362  USGS QUAD   -  OCEAN CITY (2019)
 AI9362
 AI9362                         *CURRENT SURVEY CONTROL
 AI9362  ______________________________________________________________________
 AI9362* NAD 83(1986) POSITION- 39 20 00.4    (N) 074 30 32.5    (W)   HD_HELD2
 AI9362* NAVD 88 ORTHO HEIGHT -     2.181 (meters)        7.16  (feet) ADJUSTED
 AI9362  ______________________________________________________________________
 AI9362  GEOID HEIGHT    -        -34.453 (meters)                     GEOID18
 AI9362  DYNAMIC HEIGHT  -          2.180 (meters)        7.15  (feet) COMP
 AI9362  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 AI9362
 AI9362  VERT ORDER      -  FIRST     CLASS II
 AI9362
 AI9362.The horizontal coordinates were established by autonomous hand held GPS
 AI9362.observations and have an estimated accuracy of +/- 10 meters.
 AI9362
 AI9362.The orthometric height was determined by differential leveling and
 AI9362.adjusted by the NATIONAL GEODETIC SURVEY
 AI9362.in March 2001.
 AI9362
 AI9362.No vertical observational check was made to the station.
 AI9362
 AI9362.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9362.GEOID18 height accuracy estimate available here.
 AI9362
 AI9362.Click photographs - Photos may exist for this station.
 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       -    55,515.      149,222.      MT  (+/- 10 meters HH2 GPS)
 AI9362
 AI9362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4231353895(NAD 83)
 AI9362
 AI9362                          SUPERSEDED SURVEY CONTROL
 AI9362
 AI9362.No superseded survey control is available for this station.
 AI9362
 AI9362_MARKER: DD = SURVEY DISK
 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 = JULY 24, 2026 22:12:30 EDT
 AI9363 ***********************************************************************
 AI9363  DESIGNATION -  01411330 D
 AI9363  PID         -  AI9363
 AI9363  STATE/COUNTY-  NJ/ATLANTIC
 AI9363  COUNTRY     -  US
 AI9363  USGS QUAD   -  OCEAN CITY (2019)
 AI9363
 AI9363                         *CURRENT SURVEY CONTROL
 AI9363  ______________________________________________________________________
 AI9363* NAD 83(1986) POSITION- 39 20 08.     (N) 074 30 40.     (W)   SCALED
 AI9363* NAVD 88 ORTHO HEIGHT -     2.135 (meters)        7.00  (feet) ADJUSTED
 AI9363  ______________________________________________________________________
 AI9363  GEOID HEIGHT    -        -34.441 (meters)                     GEOID18
 AI9363  DYNAMIC HEIGHT  -          2.134 (meters)        7.00  (feet) COMP
 AI9363  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 AI9363
 AI9363  VERT ORDER      -  FIRST     CLASS II
 AI9363
 AI9363.The horizontal coordinates were scaled from a map and have
 AI9363.an estimated accuracy of +/- 6 seconds.
 AI9363
 AI9363.The orthometric height was determined by differential leveling and
 AI9363.adjusted by the NATIONAL GEODETIC SURVEY
 AI9363.in March 2001.
 AI9363
 AI9363.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9363.GEOID18 height accuracy estimate available here.
 AI9363
 AI9363.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ421541(NAD 83)
 AI9363
 AI9363                          SUPERSEDED SURVEY CONTROL
 AI9363
 AI9363.No superseded survey control is available for this station.
 AI9363
 AI9363_MARKER: DD = SURVEY DISK
 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 = JULY 24, 2026 22:12:30 EDT
 AI9364 ***********************************************************************
 AI9364  DESIGNATION -  01411330 E
 AI9364  PID         -  AI9364
 AI9364  STATE/COUNTY-  NJ/ATLANTIC
 AI9364  COUNTRY     -  US
 AI9364  USGS QUAD   -  OCEAN CITY (2019)
 AI9364
 AI9364                         *CURRENT SURVEY CONTROL
 AI9364  ______________________________________________________________________
 AI9364* NAD 83(1986) POSITION- 39 19 54.60   (N) 074 30 24.97   (W)   HD_HELD1
 AI9364* NAVD 88 ORTHO HEIGHT -     1.926 (meters)        6.32  (feet) ADJUSTED
 AI9364  ______________________________________________________________________
 AI9364  GEOID HEIGHT    -        -34.463 (meters)                     GEOID18
 AI9364  DYNAMIC HEIGHT  -          1.925 (meters)        6.32  (feet) COMP
 AI9364  MODELED GRAVITY -    980,105.2   (mgal)                       NAVD 88
 AI9364
 AI9364  VERT ORDER      -  FIRST     CLASS II
 AI9364
 AI9364.The horizontal coordinates were determined by differentially corrected
 AI9364.hand held GPS observations or other comparable positioning techniques
 AI9364.and have an estimated accuracy of +/- 3 meters.
 AI9364
 AI9364.The orthometric height was determined by differential leveling and
 AI9364.adjusted by the NATIONAL GEODETIC SURVEY
 AI9364.in March 2005.
 AI9364
 AI9364.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9364.GEOID18 height accuracy estimate available here.
 AI9364
 AI9364.Click photographs - Photos may exist for this station.
 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       -    55,336.5     149,402.0     MT  (+/- 3 meters HH1 GPS) 
 AI9364
 AI9364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4249553717(NAD 83)
 AI9364
 AI9364                          SUPERSEDED SURVEY CONTROL
 AI9364
 AI9364  NAVD 88 (03/01/01)    1.923  (m)            6.31   (f) SUPERSEDED  2 1
 AI9364
 AI9364.Superseded values are not recommended for survey control.
 AI9364
 AI9364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9364.See file dsdata.pdf to determine how the superseded data were derived.
 AI9364
 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_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  HISTORY     - 20180411 GOOD             NJGS
 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.
 AI9364
 AI9364                          STATION RECOVERY (2018)
 AI9364
 AI9364'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI9364'CORRECTION-THE STATION IS 12.7 M (41.7 FT) EAST OF THE EAST CURB OF
 AI9364'COUNTY ROAD 563, 11.0 M (36.1 FT) NORTHWEST OF THE NORTH CURB OF
 AI9364'AMHERST AVENUE AND 3.45 M (11.3 FT) WEST-NORTHWEST OF A FLAGPOLE WITH
 AI9364'NJ STATE FLAG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9365 ***********************************************************************
 AI9365  DESIGNATION -  01411350 A
 AI9365  PID         -  AI9365
 AI9365  STATE/COUNTY-  NJ/CAPE MAY
 AI9365  COUNTRY     -  US
 AI9365  USGS QUAD   -  SEA ISLE CITY (2019)
 AI9365
 AI9365                         *CURRENT SURVEY CONTROL
 AI9365  ______________________________________________________________________
 AI9365* NAD 83(1986) POSITION- 39 09 28.8    (N) 074 41 51.4    (W)   HD_HELD2
 AI9365* NAVD 88 ORTHO HEIGHT -     1.353 (meters)        4.44  (feet) ADJUSTED
 AI9365  ______________________________________________________________________
 AI9365  GEOID HEIGHT    -        -35.006 (meters)                     GEOID18
 AI9365  DYNAMIC HEIGHT  -          1.352 (meters)        4.44  (feet) COMP
 AI9365  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 AI9365
 AI9365  VERT ORDER      -  FIRST     CLASS II
 AI9365
 AI9365.The horizontal coordinates were established by autonomous hand held GPS
 AI9365.observations and have an estimated accuracy of +/- 10 meters.
 AI9365
 AI9365.The orthometric height was determined by differential leveling and
 AI9365.adjusted by the NATIONAL GEODETIC SURVEY
 AI9365.in March 2001.
 AI9365
 AI9365.No vertical observational check was made to the station.
 AI9365
 AI9365.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9365.GEOID18 height accuracy estimate available here.
 AI9365
 AI9365.Click photographs - Photos may exist for this station.
 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       -    36,058.      132,921.      MT  (+/- 10 meters HH2 GPS)
 AI9365
 AI9365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2612634353(NAD 83)
 AI9365
 AI9365                          SUPERSEDED SURVEY CONTROL
 AI9365
 AI9365.No superseded survey control is available for this station.
 AI9365
 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 - June 17, 2008
 AI9365
 AI9365  HISTORY     - Date     Condition        Report By
 AI9365  HISTORY     - 1997     MONUMENTED       NJGS
 AI9365  HISTORY     - 20030912 GOOD             USGS
 AI9365  HISTORY     - 20060224 GOOD             GEOCAC
 AI9365  HISTORY     - 20080617 GOOD             UE
 AI9365  HISTORY     - 20080716 POOR             UE
 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'RECOVERED IN GOOD CONDITION.
 AI9365
 AI9365                          STATION RECOVERY (2008)
 AI9365
 AI9365'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 AI9365'RECOVERED IN GOOD CONDITION.
 AI9365
 AI9365                          STATION RECOVERY (2008)
 AI9365
 AI9365'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 AI9365'FOLLOW-UP TO PREVIOUS REPORT. WE RAN A BENCH RUN BETWEEN NGS MONUMENTS
 AI9365'AI9365 (01411350 A, SURVEYED 4.366, PUBLISHED 4.44) JU2395 (LUD, HOLD
 AI9365'ELEV. 5.580 AS PUBLISHED) AND AI9366 (01411350 B, SURVEYED 15.580,
 AI9365'PUBLISHED 15.59) AI9365 HAD SETTLED ABOUT 0.07 FOOT. OBSERVATION OF
 AI9365'AI9366 CONFIRMS THAT CONCRETE SLAB HAD SETTLED AND WAS PARTLY PAVED
 AI9365'OVER WITH CONCRETE PATCH TO COMPENSATE AND PREVENT PEDESTRIAN
 AI9365'STUMBLING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9366 ***********************************************************************
 AI9366  DESIGNATION -  01411350 B
 AI9366  PID         -  AI9366
 AI9366  STATE/COUNTY-  NJ/CAPE MAY
 AI9366  COUNTRY     -  US
 AI9366  USGS QUAD   -  SEA ISLE CITY (2019)
 AI9366
 AI9366                         *CURRENT SURVEY CONTROL
 AI9366  ______________________________________________________________________
 AI9366* NAD 83(1986) POSITION- 39 09 29.3    (N) 074 41 48.0    (W)   HD_HELD2
 AI9366* NAVD 88 ORTHO HEIGHT -     4.752 (meters)       15.59  (feet) ADJUSTED
 AI9366  ______________________________________________________________________
 AI9366  GEOID HEIGHT    -        -35.006 (meters)                     GEOID18
 AI9366  DYNAMIC HEIGHT  -          4.749 (meters)       15.58  (feet) COMP
 AI9366  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 AI9366
 AI9366  VERT ORDER      -  FIRST     CLASS II
 AI9366
 AI9366.The horizontal coordinates were established by autonomous hand held GPS
 AI9366.observations and have an estimated accuracy of +/- 10 meters.
 AI9366
 AI9366.The orthometric height was determined by differential leveling and
 AI9366.adjusted by the NATIONAL GEODETIC SURVEY
 AI9366.in March 2001.
 AI9366
 AI9366.No vertical observational check was made to the station.
 AI9366
 AI9366.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9366.GEOID18 height accuracy estimate available here.
 AI9366
 AI9366.Click photographs - Photos may exist for this station.
 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       -    36,073.      133,003.      MT  (+/- 10 meters HH2 GPS)
 AI9366
 AI9366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2620734369(NAD 83)
 AI9366
 AI9366                          SUPERSEDED SURVEY CONTROL
 AI9366
 AI9366.No superseded survey control is available for this station.
 AI9366
 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 - May 16, 2012
 AI9366
 AI9366  HISTORY     - Date     Condition        Report By
 AI9366  HISTORY     - 1997     MONUMENTED       NJGS
 AI9366  HISTORY     - 20030912 GOOD             USGS
 AI9366  HISTORY     - 20060224 GOOD             GEOCAC
 AI9366  HISTORY     - 20080617 GOOD             UE
 AI9366  HISTORY     - 20120516 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AI9366
 AI9366                          STATION RECOVERY (2008)
 AI9366
 AI9366'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 AI9366'RECOVERED IN GOOD CONDITION.
 AI9366
 AI9366                          STATION RECOVERY (2012)
 AI9366
 AI9366'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI9366'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI9367  USGS QUAD   -  SEA ISLE CITY (2019)
 AI9367
 AI9367                         *CURRENT SURVEY CONTROL
 AI9367  ______________________________________________________________________
 AI9367* NAD 83(2011) POSITION- 39 09 29.88845(N) 074 41 51.27222(W)   ADJUSTED
 AI9367* NAD 83(2011) ELLIP HT-   -33.802 (meters)        (06/27/12)   ADJUSTED
 AI9367* NAD 83(2011) EPOCH   -  2010.00
 AI9367* NAVD 88 ORTHO HEIGHT -     1.196 (meters)        3.92  (feet) ADJUSTED
 AI9367  ______________________________________________________________________
 AI9367  GEOID HEIGHT    -        -35.004 (meters)                     GEOID18
 AI9367  NAD 83(2011) X  -  1,306,960.157 (meters)                     COMP
 AI9367  NAD 83(2011) Y  - -4,776,647.595 (meters)                     COMP
 AI9367  NAD 83(2011) Z  -  4,005,938.140 (meters)                     COMP
 AI9367  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 AI9367  DYNAMIC HEIGHT  -          1.195 (meters)        3.92  (feet) COMP
 AI9367  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 AI9367
 AI9367  VERT ORDER      -  FIRST     CLASS II
 AI9367
 AI9367  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI9367  Standards:
 AI9367         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI9367            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI9367  -------------------------------------------------------------------
 AI9367  NETWORK    0.87   1.76           0.39   0.31   0.90     -0.05665026
 AI9367  -------------------------------------------------------------------
 AI9367  Click here for local accuracies and other accuracy information.
 AI9367
 AI9367.The horizontal coordinates were established by GPS observations
 AI9367.and adjusted by the National Geodetic Survey in June 2012.
 AI9367
 AI9367.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI9367.been affixed to the stable North American tectonic plate. See 
 AI9367.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI9367
 AI9367.The horizontal coordinates are valid at the epoch date displayed above
 AI9367.which is a decimal equivalence of Year/Month/Day.
 AI9367
 AI9367.The orthometric height was determined by differential leveling and
 AI9367.adjusted by the NATIONAL GEODETIC SURVEY
 AI9367.in March 2001.
 AI9367
 AI9367.No vertical observational check was made to the station.
 AI9367
 AI9367.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9367.GEOID18 height accuracy estimate available here.
 AI9367
 AI9367.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AI9367
 AI9367.The ellipsoidal height was determined by GPS observations
 AI9367.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AI9367
 AI9367;                    North         East     Units Scale Factor Converg.
 AI9367;SPC NJ       -    36,091.549   132,924.639   MT  0.99990359   -0 07 29.1
 AI9367;SPC NJ       -   118,410.36    436,103.59   sFT  0.99990359   -0 07 29.1
 AI9367;UTM  18      - 4,334,387.349   526,129.029   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2612934387(NAD 83)
 AI9367
 AI9367                          SUPERSEDED SURVEY CONTROL
 AI9367
 AI9367  NAD 83(2007)-  39 09 29.88875(N)    074 41 51.27301(W) AD(2002.00) 0
 AI9367  ELLIP H (02/10/07)  -33.781  (m)                       GP(2002.00)    
 AI9367  NAD 83(1996)-  39 09 29.88866(N)    074 41 51.27291(W) AD(       ) A
 AI9367  ELLIP H (09/24/01)  -33.776  (m)                       GP(       ) 4 1
 AI9367  NAVD 88               1.20   (m)            3.9    (f) LEVELING    3  
 AI9367
 AI9367.Superseded values are not recommended for survey control.
 AI9367
 AI9367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9367.See file dsdata.pdf to determine how the superseded data were derived.
 AI9367
 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 46 CENTIMETERS
 AI9367_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9367+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2020
 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  HISTORY     - 20080617 GOOD             UE
 AI9367  HISTORY     - 20120418 GOOD             NJGS
 AI9367  HISTORY     - 20140425 GOOD             NJGS
 AI9367  HISTORY     - 20200402 GOOD             NJGS
 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                          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'RECOVERED IN GOOD CONDITION.
 AI9367
 AI9367                          STATION RECOVERY (2008)
 AI9367
 AI9367'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 AI9367'RECOVERED IN GOOD CONDITION.
 AI9367
 AI9367                          STATION RECOVERY (2012)
 AI9367
 AI9367'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI9367'THE STATION WAS RECOVERED AT THIS TIME.  THE AREA HAS UNDERGONE
 AI9367'EXTENSIVE REVISIONS.
 AI9367'
 AI9367'THE STATION IS NOW LOCATED UNDER A 8 INCH (20 CM) WATER VALVE BOX IN
 AI9367'THE BLACKTOP AREA ON THE WESTERLY EDGE OF THE FUNLAND CHILDREN RIDE
 AI9367'PARK, UNDER THE SPOKE SUPPORT FOR A CHILD'S ROLLERCOASTER (WACKY
 AI9367'WORM).  THE AREA IS OWNED BY SEA ISLE CITY AND IS BEING RENTED FOR THE
 AI9367'AMUSEMENT PARK.
 AI9367'
 AI9367'THE STATION IS 19.8 FT (6.0 M) EAST OF THE EAST FACE OF A 6 FT (1.8 M)
 AI9367'HIGH PVC FENCE ON THE WEST SIDE OF THE PARK, 51.5 FT (15.7 M) NORTH OF
 AI9367'THE NORTH FACE OF THE SOUTHERLY PVC FENCE, 26.2 FT (8.0 M) SOUTH OF
 AI9367'THE SOUTH FACE OF THE NORTHERLY PVC FENCE, 104.7 FT (31.9 M) NORTHWEST
 AI9367'OF THE NORTHWEST CORNER OF A RESTROOM FACILITY, 61.4 FT (18.7 M)
 AI9367'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SEA ISLE CITY MARINA
 AI9367'BUILDING 86.8 FT (26.5 M) NORTHEAST OF THE CENTERLINE OF 42ND PLACE,
 AI9367'52 FT (15.8 M) SOUTHWEST OF THE CENTERLINE OF JOSEPH LACROSS WAY,
 AI9367'ABOUT 150 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF A CROSS STREET
 AI9367'BETWEEN 42ND PLACE AND JOSEPH LACROSS WAY.
 AI9367'
 AI9367'THE LOGO CAP AND FLANGE IS BELOW THE BOTTOM OF THE WATER VALVE.
 AI9367
 AI9367                          STATION RECOVERY (2014)
 AI9367
 AI9367'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AI9367'THE AREA HAS BEEN CLEARED OF THE OBSTRUCTIONS. THE STATION IS UNDER A
 AI9367'LOOSE WATER VALVE COVER AND PIPE THAT CAN BE REMOVED, AT THE NORTHEAST
 AI9367'CORNER A SHELL COVERED THE PARKING LOT, 21.6 FT. SOUTHEAST OF THE
 AI9367'NORTHWEST CURB WALL ON THE SOUTHEAST SIDE OF THE SEA ISLE CITY MARINA
 AI9367'BUILDING, 28.3 FT. WEST-SOUTHWEST OF A CURB RETAINING WALL, 64 FT.
 AI9367'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE MARINA BUILDING.
 AI9367
 AI9367                          STATION RECOVERY (2020)
 AI9367
 AI9367'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AI9367'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9372 ***********************************************************************
 AI9372  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9372  DESIGNATION -  01411355 A
 AI9372  PID         -  AI9372
 AI9372  STATE/COUNTY-  NJ/CAPE MAY
 AI9372  COUNTRY     -  US
 AI9372  USGS QUAD   -  AVALON (2019)
 AI9372
 AI9372                         *CURRENT SURVEY CONTROL
 AI9372  ______________________________________________________________________
 AI9372* NAD 83(1986) POSITION- 39 06 37.9    (N) 074 44 03.0    (W)   HD_HELD2
 AI9372* NAVD 88 ORTHO HEIGHT -     1.457 (meters)        4.78  (feet) ADJUSTED
 AI9372  ______________________________________________________________________
 AI9372  GEOID HEIGHT    -        -35.162 (meters)                     GEOID18
 AI9372  DYNAMIC HEIGHT  -          1.456 (meters)        4.78  (feet) COMP
 AI9372  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 AI9372
 AI9372  VERT ORDER      -  FIRST     CLASS II
 AI9372
 AI9372.The horizontal coordinates were established by autonomous hand held GPS
 AI9372.observations and have an estimated accuracy of +/- 10 meters.
 AI9372
 AI9372.The orthometric height was determined by differential leveling and
 AI9372.adjusted by the NATIONAL GEODETIC SURVEY
 AI9372.in March 2001.
 AI9372
 AI9372.No vertical observational check was made to the station.
 AI9372
 AI9372.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9372.GEOID18 height accuracy estimate available here.
 AI9372
 AI9372.This Tidal Bench Mark is designated as VM 21335
 AI9372.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9372
 AI9372.Click photographs - Photos may exist for this station.
 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       -    30,796.      129,749.      MT  (+/- 10 meters HH2 GPS)
 AI9372
 AI9372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2298329075(NAD 83)
 AI9372
 AI9372                          SUPERSEDED SURVEY CONTROL
 AI9372
 AI9372.No superseded survey control is available for this station.
 AI9372
 AI9372_MARKER: DD = SURVEY DISK
 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  HISTORY     - 20081014 GOOD             GEOCAC
 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.
 AI9372
 AI9372                          STATION RECOVERY (2008)
 AI9372
 AI9372'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AI9372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9373 ***********************************************************************
 AI9373  DESIGNATION -  01411355 B
 AI9373  PID         -  AI9373
 AI9373  STATE/COUNTY-  NJ/CAPE MAY
 AI9373  COUNTRY     -  US
 AI9373  USGS QUAD   -  AVALON (2019)
 AI9373
 AI9373                         *CURRENT SURVEY CONTROL
 AI9373  ______________________________________________________________________
 AI9373* NAD 83(1986) POSITION- 39 06 36.3    (N) 074 44 03.9    (W)   HD_HELD2
 AI9373* NAVD 88 ORTHO HEIGHT -     1.203 (meters)        3.95  (feet) ADJUSTED
 AI9373  ______________________________________________________________________
 AI9373  GEOID HEIGHT    -        -35.164 (meters)                     GEOID18
 AI9373  DYNAMIC HEIGHT  -          1.202 (meters)        3.94  (feet) COMP
 AI9373  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 AI9373
 AI9373  VERT ORDER      -  FIRST     CLASS II
 AI9373
 AI9373.The horizontal coordinates were established by autonomous hand held GPS
 AI9373.observations and have an estimated accuracy of +/- 10 meters.
 AI9373
 AI9373.The orthometric height was determined by differential leveling and
 AI9373.adjusted by the NATIONAL GEODETIC SURVEY
 AI9373.in March 2001.
 AI9373
 AI9373.No vertical observational check was made to the station.
 AI9373
 AI9373.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9373.GEOID18 height accuracy estimate available here.
 AI9373
 AI9373.Click photographs - Photos may exist for this station.
 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       -    30,746.      129,727.      MT  (+/- 10 meters HH2 GPS)
 AI9373
 AI9373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2296129026(NAD 83)
 AI9373
 AI9373                          SUPERSEDED SURVEY CONTROL
 AI9373
 AI9373.No superseded survey control is available for this station.
 AI9373
 AI9373_MARKER: DD = SURVEY DISK
 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 SUITABLE FOR
 AI9373+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 AI9373
 AI9373  HISTORY     - Date     Condition        Report By
 AI9373  HISTORY     - 1997     MONUMENTED       NJGS
 AI9373  HISTORY     - 20020726 GOOD             USGS
 AI9373  HISTORY     - 20030826 GOOD             USGS
 AI9373  HISTORY     - 20081014 GOOD             GEOCAC
 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.
 AI9373
 AI9373                          STATION RECOVERY (2008)
 AI9373
 AI9373'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AI9373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9374 ***********************************************************************
 AI9374  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9374  DESIGNATION -  01411355 C
 AI9374  PID         -  AI9374
 AI9374  STATE/COUNTY-  NJ/CAPE MAY
 AI9374  COUNTRY     -  US
 AI9374  USGS QUAD   -  AVALON (2019)
 AI9374
 AI9374                         *CURRENT SURVEY CONTROL
 AI9374  ______________________________________________________________________
 AI9374* NAD 83(1986) POSITION- 39 06 38.8    (N) 074 44 05.6    (W)   HD_HELD2
 AI9374* NAVD 88 ORTHO HEIGHT -     1.677 (meters)        5.50  (feet) ADJUSTED
 AI9374  ______________________________________________________________________
 AI9374  GEOID HEIGHT    -        -35.161 (meters)                     GEOID18
 AI9374  DYNAMIC HEIGHT  -          1.676 (meters)        5.50  (feet) COMP
 AI9374  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 AI9374
 AI9374  VERT ORDER      -  FIRST     CLASS II
 AI9374
 AI9374.The horizontal coordinates were established by autonomous hand held GPS
 AI9374.observations and have an estimated accuracy of +/- 10 meters.
 AI9374
 AI9374.The orthometric height was determined by differential leveling and
 AI9374.adjusted by the NATIONAL GEODETIC SURVEY
 AI9374.in March 2001.
 AI9374
 AI9374.No vertical observational check was made to the station.
 AI9374
 AI9374.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9374.GEOID18 height accuracy estimate available here.
 AI9374
 AI9374.This Tidal Bench Mark is designated as VM 21333
 AI9374.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9374
 AI9374.Click photographs - Photos may exist for this station.
 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       -    30,824.      129,686.      MT  (+/- 10 meters HH2 GPS)
 AI9374
 AI9374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2292029103(NAD 83)
 AI9374
 AI9374                          SUPERSEDED SURVEY CONTROL
 AI9374
 AI9374.No superseded survey control is available for this station.
 AI9374
 AI9374_MARKER: DD = SURVEY DISK
 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 - September 17, 2024
 AI9374
 AI9374  HISTORY     - Date     Condition        Report By
 AI9374  HISTORY     - 1997     MONUMENTED       NJGS
 AI9374  HISTORY     - 20020726 GOOD             USGS
 AI9374  HISTORY     - 20030826 GOOD             USGS
 AI9374  HISTORY     - 20081014 GOOD             GEOCAC
 AI9374  HISTORY     - 20240917 GOOD             BASE9
 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.
 AI9374
 AI9374                          STATION RECOVERY (2008)
 AI9374
 AI9374'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AI9374'RECOVERED IN GOOD CONDITION.
 AI9374
 AI9374                          STATION RECOVERY (2024)
 AI9374
 AI9374'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (DRD)
 AI9374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9375 ***********************************************************************
 AI9375  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9375  DESIGNATION -  01411355 D
 AI9375  PID         -  AI9375
 AI9375  STATE/COUNTY-  NJ/CAPE MAY
 AI9375  COUNTRY     -  US
 AI9375  USGS QUAD   -  AVALON (2019)
 AI9375
 AI9375                         *CURRENT SURVEY CONTROL
 AI9375  ______________________________________________________________________
 AI9375* NAD 83(1986) POSITION- 39 06 36.76   (N) 074 44 04.86   (W)   HD_HELD1
 AI9375* NAVD 88 ORTHO HEIGHT -     1.485 (meters)        4.87  (feet) ADJUSTED
 AI9375  ______________________________________________________________________
 AI9375  GEOID HEIGHT    -        -35.163 (meters)                     GEOID18
 AI9375  DYNAMIC HEIGHT  -          1.484 (meters)        4.87  (feet) COMP
 AI9375  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 AI9375
 AI9375  VERT ORDER      -  FIRST     CLASS II
 AI9375
 AI9375.The horizontal coordinates were determined by differentially corrected
 AI9375.hand held GPS observations or other comparable positioning techniques
 AI9375.and have an estimated accuracy of +/- 3 meters.
 AI9375
 AI9375.The orthometric height was determined by differential leveling and
 AI9375.adjusted by the NATIONAL GEODETIC SURVEY
 AI9375.in March 2001.
 AI9375
 AI9375.No vertical observational check was made to the station.
 AI9375
 AI9375.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9375.GEOID18 height accuracy estimate available here.
 AI9375
 AI9375.This Tidal Bench Mark is designated as VM 21336
 AI9375.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9375
 AI9375.Click photographs - Photos may exist for this station.
 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       -    30,760.7     129,703.8     MT  (+/- 3 meters HH1 GPS) 
 AI9375
 AI9375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2293829040(NAD 83)
 AI9375
 AI9375                          SUPERSEDED SURVEY CONTROL
 AI9375
 AI9375.No superseded survey control is available for this station.
 AI9375
 AI9375_MARKER: DD = SURVEY DISK
 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 SUITABLE FOR
 AI9375+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 AI9375
 AI9375  HISTORY     - Date     Condition        Report By
 AI9375  HISTORY     - 1997     MONUMENTED       NJGS
 AI9375  HISTORY     - 20020726 GOOD             USGS
 AI9375  HISTORY     - 20030826 GOOD             USGS
 AI9375  HISTORY     - 20081014 GOOD             GEOCAC
 AI9375  HISTORY     - 20240917 GOOD             BASE9
 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.
 AI9375
 AI9375                          STATION RECOVERY (2008)
 AI9375
 AI9375'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AI9375'RECOVERED IN GOOD CONDITION.
 AI9375
 AI9375                          STATION RECOVERY (2024)
 AI9375
 AI9375'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (DRD)
 AI9375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9376 ***********************************************************************
 AI9376  DESIGNATION -  01411355 E
 AI9376  PID         -  AI9376
 AI9376  STATE/COUNTY-  NJ/CAPE MAY
 AI9376  COUNTRY     -  US
 AI9376  USGS QUAD   -  AVALON (2019)
 AI9376
 AI9376                         *CURRENT SURVEY CONTROL
 AI9376  ______________________________________________________________________
 AI9376* NAD 83(1986) POSITION- 39 06 34.     (N) 074 44 08.     (W)   SCALED
 AI9376* NAVD 88 ORTHO HEIGHT -     1.327 (meters)        4.35  (feet) ADJUSTED
 AI9376  ______________________________________________________________________
 AI9376  GEOID HEIGHT    -        -35.165 (meters)                     GEOID18
 AI9376  DYNAMIC HEIGHT  -          1.326 (meters)        4.35  (feet) COMP
 AI9376  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 AI9376
 AI9376  VERT ORDER      -  FIRST     CLASS II
 AI9376
 AI9376.The horizontal coordinates were scaled from a map and have
 AI9376.an estimated accuracy of +/- 6 seconds.
 AI9376
 AI9376.The orthometric height was determined by differential leveling and
 AI9376.adjusted by the NATIONAL GEODETIC SURVEY
 AI9376.in March 2001.
 AI9376
 AI9376.No vertical observational check was made to the station.
 AI9376
 AI9376.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9376.GEOID18 height accuracy estimate available here.
 AI9376
 AI9376.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ228289(NAD 83)
 AI9376
 AI9376                          SUPERSEDED SURVEY CONTROL
 AI9376
 AI9376.No superseded survey control is available for this station.
 AI9376
 AI9376_MARKER: DD = SURVEY DISK
 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 = JULY 24, 2026 22:12:30 EDT
 AH9176 ***********************************************************************
 AH9176  DESIGNATION -  01411360 A
 AH9176  PID         -  AH9176
 AH9176  STATE/COUNTY-  NJ/CAPE MAY
 AH9176  COUNTRY     -  US
 AH9176  USGS QUAD   -  STONE HARBOR (2019)
 AH9176
 AH9176                         *CURRENT SURVEY CONTROL
 AH9176  ______________________________________________________________________
 AH9176* NAD 83(1986) POSITION- 39 03 22.47   (N) 074 45 51.10   (W)   HD_HELD1
 AH9176* NAVD 88 ORTHO HEIGHT -     2.185 (meters)        7.17  (feet) ADJUSTED
 AH9176  ______________________________________________________________________
 AH9176  GEOID HEIGHT    -        -35.323 (meters)                     GEOID18
 AH9176  DYNAMIC HEIGHT  -          2.184 (meters)        7.17  (feet) COMP
 AH9176  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 AH9176
 AH9176  VERT ORDER      -  FIRST     CLASS II
 AH9176
 AH9176.The horizontal coordinates were determined by differentially corrected
 AH9176.hand held GPS observations or other comparable positioning techniques
 AH9176.and have an estimated accuracy of +/- 3 meters.
 AH9176
 AH9176.The orthometric height was determined by differential leveling and
 AH9176.adjusted by the NATIONAL GEODETIC SURVEY
 AH9176.in August 2014.
 AH9176
 AH9176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9176.GEOID18 height accuracy estimate available here.
 AH9176
 AH9176.Click photographs - Photos may exist for this station.
 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       -    24,776.8     127,134.2     MT  (+/- 3 meters HH1 GPS) 
 AH9176
 AH9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2040223044(NAD 83)
 AH9176
 AH9176                          SUPERSEDED SURVEY CONTROL
 AH9176
 AH9176  NAVD 88 (03/01/01)    2.181  (m)            7.16   (f) SUPERSEDED  1 2
 AH9176
 AH9176.Superseded values are not recommended for survey control.
 AH9176
 AH9176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9176.See file dsdata.pdf to determine how the superseded data were derived.
 AH9176
 AH9176_MARKER: DD = SURVEY DISK
 AH9176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9176_SP_SET: BRIDGE 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 - June 13, 2013
 AH9176
 AH9176  HISTORY     - Date     Condition        Report By
 AH9176  HISTORY     - 1997     MONUMENTED       NJGS
 AH9176  HISTORY     - 20030911 GOOD             USGS
 AH9176  HISTORY     - 20060916 GOOD             GEOCAC
 AH9176  HISTORY     - 20130613 GOOD             NJGS
 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.
 AH9176
 AH9176                          STATION RECOVERY (2013)
 AH9176
 AH9176'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 AH9176'RECOVERED IN GOOD CONDITION.
 AH9176'
 AH9176'NOTE-THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH-NORTHEAST OF
 AH9176'WILDWOOD, 4.0 MI (6.4 KM) SOUTHWEST OF AVALON AND IN THE TOWN OF STONE
 AH9176'HARBOR, NJ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9383 ***********************************************************************
 AI9383  DESIGNATION -  01411382 A
 AI9383  PID         -  AI9383
 AI9383  STATE/COUNTY-  NJ/CAPE MAY
 AI9383  COUNTRY     -  US
 AI9383  USGS QUAD   -  WILDWOOD (2019)
 AI9383
 AI9383                         *CURRENT SURVEY CONTROL
 AI9383  ______________________________________________________________________
 AI9383* NAD 83(1986) POSITION- 38 59 25.49   (N) 074 50 11.24   (W)   HD_HELD1
 AI9383* NAVD 88 ORTHO HEIGHT -     1.489 (meters)        4.89  (feet) ADJUSTED
 AI9383  ______________________________________________________________________
 AI9383  GEOID HEIGHT    -        -35.460 (meters)                     GEOID18
 AI9383  DYNAMIC HEIGHT  -          1.488 (meters)        4.88  (feet) COMP
 AI9383  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 AI9383
 AI9383  VERT ORDER      -  FIRST     CLASS II
 AI9383
 AI9383.The horizontal coordinates were determined by differentially corrected
 AI9383.hand held GPS observations or other comparable positioning techniques
 AI9383.and have an estimated accuracy of +/- 3 meters.
 AI9383
 AI9383.The orthometric height was determined by differential leveling and
 AI9383.adjusted by the NATIONAL GEODETIC SURVEY
 AI9383.in March 2001.
 AI9383
 AI9383.No vertical observational check was made to the station.
 AI9383
 AI9383.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9383.GEOID18 height accuracy estimate available here.
 AI9383
 AI9383.Click photographs - Photos may exist for this station.
 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       -    17,490.2     120,853.0     MT  (+/- 3 meters HH1 GPS) 
 AI9383
 AI9383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1416315725(NAD 83)
 AI9383
 AI9383                          SUPERSEDED SURVEY CONTROL
 AI9383
 AI9383.No superseded survey control is available for this station.
 AI9383
 AI9383_MARKER: DD = SURVEY DISK
 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 = JULY 24, 2026 22:12:30 EDT
 AI9384 ***********************************************************************
 AI9384  DESIGNATION -  01411382 B
 AI9384  PID         -  AI9384
 AI9384  STATE/COUNTY-  NJ/CAPE MAY
 AI9384  COUNTRY     -  US
 AI9384  USGS QUAD   -  WILDWOOD (2019)
 AI9384
 AI9384                         *CURRENT SURVEY CONTROL
 AI9384  ______________________________________________________________________
 AI9384* NAD 83(1986) POSITION- 38 59 28.57   (N) 074 50 13.99   (W)   HD_HELD1
 AI9384* NAVD 88 ORTHO HEIGHT -     1.432 (meters)        4.70  (feet) ADJUSTED
 AI9384  ______________________________________________________________________
 AI9384  GEOID HEIGHT    -        -35.457 (meters)                     GEOID18
 AI9384  DYNAMIC HEIGHT  -          1.431 (meters)        4.69  (feet) COMP
 AI9384  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 AI9384
 AI9384  VERT ORDER      -  FIRST     CLASS II
 AI9384
 AI9384.The horizontal coordinates were determined by differentially corrected
 AI9384.hand held GPS observations or other comparable positioning techniques
 AI9384.and have an estimated accuracy of +/- 3 meters.
 AI9384
 AI9384.The orthometric height was determined by differential leveling and
 AI9384.adjusted by the NATIONAL GEODETIC SURVEY
 AI9384.in March 2001.
 AI9384
 AI9384.No vertical observational check was made to the station.
 AI9384
 AI9384.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9384.GEOID18 height accuracy estimate available here.
 AI9384
 AI9384.Click photographs - Photos may exist for this station.
 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       -    17,585.4     120,787.2     MT  (+/- 3 meters HH1 GPS) 
 AI9384
 AI9384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1409715820(NAD 83)
 AI9384
 AI9384                          SUPERSEDED SURVEY CONTROL
 AI9384
 AI9384.No superseded survey control is available for this station.
 AI9384
 AI9384_MARKER: DD = SURVEY DISK
 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 - October 07, 2007
 AI9384
 AI9384  HISTORY     - Date     Condition        Report By
 AI9384  HISTORY     - 1997     MONUMENTED       NJGS
 AI9384  HISTORY     - 20030909 POOR             USGS
 AI9384  HISTORY     - 20071007 GOOD             GEOCAC
 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
 AI9384
 AI9384                          STATION RECOVERY (2007)
 AI9384
 AI9384'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9384'TELEPHONE BOOTHS HAVE BEEN REMOVED - CONCRETE BASE IS NOW CLEAR OF
 AI9384'OBSTRUCTIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9385 ***********************************************************************
 AI9385  DESIGNATION -  01411382 C
 AI9385  PID         -  AI9385
 AI9385  STATE/COUNTY-  NJ/CAPE MAY
 AI9385  COUNTRY     -  US
 AI9385  USGS QUAD   -  WILDWOOD (2019)
 AI9385
 AI9385                         *CURRENT SURVEY CONTROL
 AI9385  ______________________________________________________________________
 AI9385* NAD 83(1986) POSITION- 38 59 21.42   (N) 074 50 13.14   (W)   HD_HELD1
 AI9385* NAVD 88 ORTHO HEIGHT -     1.270 (meters)        4.17  (feet) ADJUSTED
 AI9385  ______________________________________________________________________
 AI9385  GEOID HEIGHT    -        -35.463 (meters)                     GEOID18
 AI9385  DYNAMIC HEIGHT  -          1.269 (meters)        4.16  (feet) COMP
 AI9385  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 AI9385
 AI9385  VERT ORDER      -  FIRST     CLASS II
 AI9385
 AI9385.The horizontal coordinates were determined by differentially corrected
 AI9385.hand held GPS observations or other comparable positioning techniques
 AI9385.and have an estimated accuracy of +/- 3 meters.
 AI9385
 AI9385.The orthometric height was determined by differential leveling and
 AI9385.adjusted by the NATIONAL GEODETIC SURVEY
 AI9385.in March 2001.
 AI9385
 AI9385.No vertical observational check was made to the station.
 AI9385
 AI9385.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9385.GEOID18 height accuracy estimate available here.
 AI9385
 AI9385.Click photographs - Photos may exist for this station.
 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       -    17,364.9     120,806.8     MT  (+/- 3 meters HH1 GPS) 
 AI9385
 AI9385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1411815599(NAD 83)
 AI9385
 AI9385                          SUPERSEDED SURVEY CONTROL
 AI9385
 AI9385.No superseded survey control is available for this station.
 AI9385
 AI9385_MARKER: DD = SURVEY DISK
 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 - October 07, 2007
 AI9385
 AI9385  HISTORY     - Date     Condition        Report By
 AI9385  HISTORY     - 1997     MONUMENTED       NJGS
 AI9385  HISTORY     - 20030909 GOOD             USGS
 AI9385  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9385
 AI9385                          STATION RECOVERY (2007)
 AI9385
 AI9385'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9386 ***********************************************************************
 AI9386  DESIGNATION -  01411382 D
 AI9386  PID         -  AI9386
 AI9386  STATE/COUNTY-  NJ/CAPE MAY
 AI9386  COUNTRY     -  US
 AI9386  USGS QUAD   -  WILDWOOD (2019)
 AI9386
 AI9386                         *CURRENT SURVEY CONTROL
 AI9386  ______________________________________________________________________
 AI9386* NAD 83(1986) POSITION- 38 59 21.8    (N) 074 50 14.4    (W)   HD_HELD2
 AI9386* NAVD 88 ORTHO HEIGHT -     1.347 (meters)        4.42  (feet) ADJUSTED
 AI9386  ______________________________________________________________________
 AI9386  GEOID HEIGHT    -        -35.463 (meters)                     GEOID18
 AI9386  DYNAMIC HEIGHT  -          1.346 (meters)        4.42  (feet) COMP
 AI9386  MODELED GRAVITY -    980,052.4   (mgal)                       NAVD 88
 AI9386
 AI9386  VERT ORDER      -  FIRST     CLASS II
 AI9386
 AI9386.The horizontal coordinates were established by autonomous hand held GPS
 AI9386.observations and have an estimated accuracy of +/- 10 meters.
 AI9386
 AI9386.The orthometric height was determined by differential leveling and
 AI9386.adjusted by the NATIONAL GEODETIC SURVEY
 AI9386.in March 2001.
 AI9386
 AI9386.No vertical observational check was made to the station.
 AI9386
 AI9386.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9386.GEOID18 height accuracy estimate available here.
 AI9386
 AI9386.Click photographs - Photos may exist for this station.
 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       -    17,377.      120,777.      MT  (+/- 10 meters HH2 GPS)
 AI9386
 AI9386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1408715611(NAD 83)
 AI9386
 AI9386                          SUPERSEDED SURVEY CONTROL
 AI9386
 AI9386.No superseded survey control is available for this station.
 AI9386
 AI9386_MARKER: DD = SURVEY DISK
 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  HISTORY     - 20071007 POOR             GEOCAC
 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.
 AI9386
 AI9386                          STATION RECOVERY (2007)
 AI9386
 AI9386'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9386'CONCRETE PAD IS SPLIT, BUT APPEARS STABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9387 ***********************************************************************
 AI9387  DESIGNATION -  01411382 E
 AI9387  PID         -  AI9387
 AI9387  STATE/COUNTY-  NJ/CAPE MAY
 AI9387  COUNTRY     -  US
 AI9387  USGS QUAD   -  WILDWOOD (2019)
 AI9387
 AI9387                         *CURRENT SURVEY CONTROL
 AI9387  ______________________________________________________________________
 AI9387* NAD 83(1986) POSITION- 38 59 26.32   (N) 074 50 04.71   (W)   HD_HELD1
 AI9387* NAVD 88 ORTHO HEIGHT -     3.110 (meters)       10.20  (feet) ADJUSTED
 AI9387  ______________________________________________________________________
 AI9387  GEOID HEIGHT    -        -35.461 (meters)                     GEOID18
 AI9387  DYNAMIC HEIGHT  -          3.108 (meters)       10.20  (feet) COMP
 AI9387  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 AI9387
 AI9387  VERT ORDER      -  FIRST     CLASS II
 AI9387
 AI9387.The horizontal coordinates were determined by differentially corrected
 AI9387.hand held GPS observations or other comparable positioning techniques
 AI9387.and have an estimated accuracy of +/- 3 meters.
 AI9387
 AI9387.The orthometric height was determined by differential leveling and
 AI9387.adjusted by the NATIONAL GEODETIC SURVEY
 AI9387.in March 2001.
 AI9387
 AI9387.No vertical observational check was made to the station.
 AI9387
 AI9387.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9387.GEOID18 height accuracy estimate available here.
 AI9387
 AI9387.Click photographs - Photos may exist for this station.
 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       -    17,515.2     121,010.2     MT  (+/- 3 meters HH1 GPS) 
 AI9387
 AI9387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1432015751(NAD 83)
 AI9387
 AI9387                          SUPERSEDED SURVEY CONTROL
 AI9387
 AI9387.No superseded survey control is available for this station.
 AI9387
 AI9387_MARKER: DD = SURVEY DISK
 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 - October 07, 2007
 AI9387
 AI9387  HISTORY     - Date     Condition        Report By
 AI9387  HISTORY     - 1997     MONUMENTED       NJGS
 AI9387  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9387
 AI9387                          STATION RECOVERY (2007)
 AI9387
 AI9387'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9391 ***********************************************************************
 AI9391  DESIGNATION -  01411382 F
 AI9391  PID         -  AI9391
 AI9391  STATE/COUNTY-  NJ/CAPE MAY
 AI9391  COUNTRY     -  US
 AI9391  USGS QUAD   -  WILDWOOD (2019)
 AI9391
 AI9391                         *CURRENT SURVEY CONTROL
 AI9391  ______________________________________________________________________
 AI9391* NAD 83(1986) POSITION- 38 58 53.     (N) 074 49 09.     (W)   SCALED
 AI9391* NAVD 88 ORTHO HEIGHT -     2.311 (meters)        7.58  (feet) ADJUSTED
 AI9391  ______________________________________________________________________
 AI9391  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 AI9391  DYNAMIC HEIGHT  -          2.310 (meters)        7.58  (feet) COMP
 AI9391  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 AI9391
 AI9391  VERT ORDER      -  FIRST     CLASS II
 AI9391
 AI9391.The horizontal coordinates were scaled from a map and have
 AI9391.an estimated accuracy of +/- 6 seconds.
 AI9391
 AI9391.The orthometric height was determined by differential leveling and
 AI9391.adjusted by the NATIONAL GEODETIC SURVEY
 AI9391.in March 2001.
 AI9391
 AI9391.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9391.GEOID18 height accuracy estimate available here.
 AI9391
 AI9391.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ156147(NAD 83)
 AI9391
 AI9391                          SUPERSEDED SURVEY CONTROL
 AI9391
 AI9391.No superseded survey control is available for this station.
 AI9391
 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 = JULY 24, 2026 22:12:30 EDT
 AI9405 ***********************************************************************
 AI9405  DESIGNATION -  01411382 G
 AI9405  PID         -  AI9405
 AI9405  STATE/COUNTY-  NJ/CAPE MAY
 AI9405  COUNTRY     -  US
 AI9405  USGS QUAD   -  WILDWOOD (2019)
 AI9405
 AI9405                         *CURRENT SURVEY CONTROL
 AI9405  ______________________________________________________________________
 AI9405* NAD 83(1986) POSITION- 38 59 25.     (N) 074 49 59.     (W)   SCALED
 AI9405* NAVD 88 ORTHO HEIGHT -     9.657 (meters)       31.68  (feet) ADJUSTED
 AI9405  ______________________________________________________________________
 AI9405  GEOID HEIGHT    -        -35.464 (meters)                     GEOID18
 AI9405  DYNAMIC HEIGHT  -          9.652 (meters)       31.67  (feet) COMP
 AI9405  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 AI9405
 AI9405  VERT ORDER      -  FIRST     CLASS II
 AI9405
 AI9405.The horizontal coordinates were scaled from a map and have
 AI9405.an estimated accuracy of +/- 6 seconds.
 AI9405
 AI9405.The orthometric height was determined by differential leveling and
 AI9405.adjusted by the NATIONAL GEODETIC SURVEY
 AI9405.in March 2001.
 AI9405
 AI9405.No vertical observational check was made to the station.
 AI9405
 AI9405.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9405.GEOID18 height accuracy estimate available here.
 AI9405
 AI9405.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ144157(NAD 83)
 AI9405
 AI9405                          SUPERSEDED SURVEY CONTROL
 AI9405
 AI9405.No superseded survey control is available for this station.
 AI9405
 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 - May 15, 2008
 AI9405
 AI9405  HISTORY     - Date     Condition        Report By
 AI9405  HISTORY     - 1998     MONUMENTED       NJGS
 AI9405  HISTORY     - 20080515 GOOD             INDIV
 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.
 AI9405
 AI9405                          STATION RECOVERY (2008)
 AI9405
 AI9405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DSS)
 AI9405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9406 ***********************************************************************
 AI9406  DESIGNATION -  01411382 H
 AI9406  PID         -  AI9406
 AI9406  STATE/COUNTY-  NJ/CAPE MAY
 AI9406  COUNTRY     -  US
 AI9406  USGS QUAD   -  WILDWOOD (2019)
 AI9406
 AI9406                         *CURRENT SURVEY CONTROL
 AI9406  ______________________________________________________________________
 AI9406* NAD 83(1986) POSITION- 38 59 11.9    (N) 074 49 39.2    (W)   HD_HELD2
 AI9406* NAVD 88 ORTHO HEIGHT -     1.880 (meters)        6.17  (feet) ADJUSTED
 AI9406  ______________________________________________________________________
 AI9406  GEOID HEIGHT    -        -35.480 (meters)                     GEOID18
 AI9406  DYNAMIC HEIGHT  -          1.879 (meters)        6.16  (feet) COMP
 AI9406  MODELED GRAVITY -    980,052.0   (mgal)                       NAVD 88
 AI9406
 AI9406  VERT ORDER      -  FIRST     CLASS II
 AI9406
 AI9406.The horizontal coordinates were established by autonomous hand held GPS
 AI9406.observations and have an estimated accuracy of +/- 10 meters.
 AI9406
 AI9406.The orthometric height was determined by differential leveling and
 AI9406.adjusted by the NATIONAL GEODETIC SURVEY
 AI9406.in March 2001.
 AI9406
 AI9406.No vertical observational check was made to the station.
 AI9406
 AI9406.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9406.GEOID18 height accuracy estimate available here.
 AI9406
 AI9406.Click photographs - Photos may exist for this station.
 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       -    17,068.      121,623.      MT  (+/- 10 meters HH2 GPS)
 AI9406
 AI9406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1493515308(NAD 83)
 AI9406
 AI9406                          SUPERSEDED SURVEY CONTROL
 AI9406
 AI9406.No superseded survey control is available for this station.
 AI9406
 AI9406_MARKER: DD = SURVEY DISK
 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  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9406
 AI9406                          STATION RECOVERY (2007)
 AI9406
 AI9406'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9713 ***********************************************************************
 AI9713  DESIGNATION -  01411435 A
 AI9713  PID         -  AI9713
 AI9713  STATE/COUNTY-  NJ/CAPE MAY
 AI9713  COUNTRY     -  US
 AI9713  USGS QUAD   -  WOODBINE (2019)
 AI9713
 AI9713                         *CURRENT SURVEY CONTROL
 AI9713  ______________________________________________________________________
 AI9713* NAD 83(1986) POSITION- 39 09 42.68   (N) 074 49 55.43   (W)   HD_HELD1
 AI9713* NAVD 88 ORTHO HEIGHT -     2.299 (meters)        7.54  (feet) ADJUSTED
 AI9713  ______________________________________________________________________
 AI9713  GEOID HEIGHT    -        -34.893 (meters)                     GEOID18
 AI9713  DYNAMIC HEIGHT  -          2.298 (meters)        7.54  (feet) COMP
 AI9713  MODELED GRAVITY -    980,079.5   (mgal)                       NAVD 88
 AI9713
 AI9713  VERT ORDER      -  FIRST     CLASS II
 AI9713
 AI9713.The horizontal coordinates were determined by differentially corrected
 AI9713.hand held GPS observations or other comparable positioning techniques
 AI9713.and have an estimated accuracy of +/- 3 meters.
 AI9713
 AI9713.The orthometric height was determined by differential leveling and
 AI9713.adjusted by the NATIONAL GEODETIC SURVEY
 AI9713.in March 2001.
 AI9713
 AI9713.No vertical observational check was made to the station.
 AI9713
 AI9713.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9713.GEOID18 height accuracy estimate available here.
 AI9713
 AI9713.Click photographs - Photos may exist for this station.
 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       -    36,519.9     121,303.0     MT  (+/- 3 meters HH1 GPS) 
 AI9713
 AI9713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1450834751(NAD 83)
 AI9713
 AI9713                          SUPERSEDED SURVEY CONTROL
 AI9713
 AI9713.No superseded survey control is available for this station.
 AI9713
 AI9713_MARKER: DD = SURVEY DISK
 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 NOT SUITABLE FOR
 AI9713+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2018
 AI9713
 AI9713  HISTORY     - Date     Condition        Report By
 AI9713  HISTORY     - 1997     MONUMENTED       NJGS
 AI9713  HISTORY     - 20021107 GOOD             NJDEP
 AI9713  HISTORY     - 20070918 GOOD             UE
 AI9713  HISTORY     - 20180511 GOOD             NJGS
 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.
 AI9713
 AI9713                          STATION RECOVERY (2007)
 AI9713
 AI9713'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9713'RECOVERED IN GOOD CONDITION.
 AI9713
 AI9713                          STATION RECOVERY (2018)
 AI9713
 AI9713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI9713'THE STATION IS 45.9 M (150.6 FT) SOUTHWEST OF ROUTE 47 MILEPOST 16,
 AI9713'14.5 M (47.6 FT) NORTH-NORTHWEST OF USGS TIDE TELEMETRY UNIT ATTACHED
 AI9713'TO THE SOUTHEAST WING WALL OF THE BRIDGE, 7 M (23.0 FT)
 AI9713'NORTH-NORTHWEST OF THE CENTERLINE OF NJ ROUTE 47.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9722 ***********************************************************************
 AI9722  DESIGNATION -  01412150 A
 AI9722  PID         -  AI9722
 AI9722  STATE/COUNTY-  NJ/CUMBERLAND
 AI9722  COUNTRY     -  US
 AI9722  USGS QUAD   -  PORT NORRIS (2019)
 AI9722
 AI9722                         *CURRENT SURVEY CONTROL
 AI9722  ______________________________________________________________________
 AI9722* NAD 83(1986) POSITION- 39 13 57.     (N) 075 02 05.     (W)   SCALED
 AI9722* NAVD 88 ORTHO HEIGHT -     1.422 (meters)        4.67  (feet) ADJUSTED
 AI9722  ______________________________________________________________________
 AI9722  GEOID HEIGHT    -        -34.481 (meters)                     GEOID18
 AI9722  DYNAMIC HEIGHT  -          1.421 (meters)        4.66  (feet) COMP
 AI9722  MODELED GRAVITY -    980,094.2   (mgal)                       NAVD 88
 AI9722
 AI9722  VERT ORDER      -  FIRST     CLASS II
 AI9722
 AI9722.The horizontal coordinates were scaled from a map and have
 AI9722.an estimated accuracy of +/- 6 seconds.
 AI9722
 AI9722.The orthometric height was determined by differential leveling and
 AI9722.adjusted by the NATIONAL GEODETIC SURVEY
 AI9722.in March 2001.
 AI9722
 AI9722.No vertical observational check was made to the station.
 AI9722
 AI9722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9722.GEOID18 height accuracy estimate available here.
 AI9722
 AI9722.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ970425(NAD 83)
 AI9722
 AI9722                          SUPERSEDED SURVEY CONTROL
 AI9722
 AI9722.No superseded survey control is available for this station.
 AI9722
 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 = JULY 24, 2026 22:12:30 EDT
 AI9723 ***********************************************************************
 AI9723  DESIGNATION -  01412150 C
 AI9723  PID         -  AI9723
 AI9723  STATE/COUNTY-  NJ/CUMBERLAND
 AI9723  COUNTRY     -  US
 AI9723  USGS QUAD   -  PORT NORRIS (2019)
 AI9723
 AI9723                         *CURRENT SURVEY CONTROL
 AI9723  ______________________________________________________________________
 AI9723* NAD 83(1986) POSITION- 39 14 03.     (N) 075 01 56.     (W)   SCALED
 AI9723* NAVD 88 ORTHO HEIGHT -     1.503 (meters)        4.93  (feet) ADJUSTED
 AI9723  ______________________________________________________________________
 AI9723  GEOID HEIGHT    -        -34.476 (meters)                     GEOID18
 AI9723  DYNAMIC HEIGHT  -          1.502 (meters)        4.93  (feet) COMP
 AI9723  MODELED GRAVITY -    980,094.4   (mgal)                       NAVD 88
 AI9723
 AI9723  VERT ORDER      -  FIRST     CLASS II
 AI9723
 AI9723.The horizontal coordinates were scaled from a map and have
 AI9723.an estimated accuracy of +/- 6 seconds.
 AI9723
 AI9723.The orthometric height was determined by differential leveling and
 AI9723.adjusted by the NATIONAL GEODETIC SURVEY
 AI9723.in March 2001.
 AI9723
 AI9723.No vertical observational check was made to the station.
 AI9723
 AI9723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9723.GEOID18 height accuracy estimate available here.
 AI9723
 AI9723.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ972427(NAD 83)
 AI9723
 AI9723                          SUPERSEDED SURVEY CONTROL
 AI9723
 AI9723.No superseded survey control is available for this station.
 AI9723
 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 = JULY 24, 2026 22:12:30 EDT
 AI9724 ***********************************************************************
 AI9724  DESIGNATION -  01412150 D
 AI9724  PID         -  AI9724
 AI9724  STATE/COUNTY-  NJ/CUMBERLAND
 AI9724  COUNTRY     -  US
 AI9724  USGS QUAD   -  PORT NORRIS (2019)
 AI9724
 AI9724                         *CURRENT SURVEY CONTROL
 AI9724  ______________________________________________________________________
 AI9724* NAD 83(1986) POSITION- 39 14 43.04   (N) 075 01 47.02   (W)   HD_HELD1
 AI9724* NAVD 88 ORTHO HEIGHT -     3.004 (meters)        9.86  (feet) ADJUSTED
 AI9724  ______________________________________________________________________
 AI9724  GEOID HEIGHT    -        -34.435 (meters)                     GEOID18
 AI9724  DYNAMIC HEIGHT  -          3.003 (meters)        9.85  (feet) COMP
 AI9724  MODELED GRAVITY -    980,096.6   (mgal)                       NAVD 88
 AI9724
 AI9724  VERT ORDER      -  FIRST     CLASS II
 AI9724
 AI9724.The horizontal coordinates were determined by differentially corrected
 AI9724.hand held GPS observations or other comparable positioning techniques
 AI9724.and have an estimated accuracy of +/- 3 meters.
 AI9724
 AI9724.The orthometric height was determined by differential leveling and
 AI9724.adjusted by the NATIONAL GEODETIC SURVEY
 AI9724.in March 2001.
 AI9724
 AI9724.No vertical observational check was made to the station.
 AI9724
 AI9724.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9724.GEOID18 height accuracy estimate available here.
 AI9724
 AI9724.Click photographs - Photos may exist for this station.
 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       -    45,862.9     104,274.9     MT  (+/- 3 meters HH1 GPS) 
 AI9724
 AI9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9743443997(NAD 83)
 AI9724
 AI9724                          SUPERSEDED SURVEY CONTROL
 AI9724
 AI9724.No superseded survey control is available for this station.
 AI9724
 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: N = NO MAGNETIC MATERIAL
 AI9724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9724+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2020
 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  HISTORY     - 20200501 GOOD             NJGS
 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
 AI9724
 AI9724                          STATION RECOVERY (2020)
 AI9724
 AI9724'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AI9724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9738 ***********************************************************************
 AI9738  DESIGNATION -  01413038 A
 AI9738  PID         -  AI9738
 AI9738  STATE/COUNTY-  NJ/CUMBERLAND
 AI9738  COUNTRY     -  US
 AI9738  USGS QUAD   -  SHILOH (2019)
 AI9738
 AI9738                         *CURRENT SURVEY CONTROL
 AI9738  ______________________________________________________________________
 AI9738* NAD 83(1986) POSITION- 39 22 49.1    (N) 075 21 19.8    (W)   HD_HELD2
 AI9738* NAVD 88 ORTHO HEIGHT -     1.255 (meters)        4.12  (feet) ADJUSTED
 AI9738  ______________________________________________________________________
 AI9738  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 AI9738  DYNAMIC HEIGHT  -          1.254 (meters)        4.11  (feet) COMP
 AI9738  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 AI9738
 AI9738  VERT ORDER      -  SECOND    CLASS I
 AI9738
 AI9738.The horizontal coordinates were established by autonomous hand held GPS
 AI9738.observations and have an estimated accuracy of +/- 10 meters.
 AI9738
 AI9738.The orthometric height was determined by differential leveling and
 AI9738.adjusted by the NATIONAL GEODETIC SURVEY
 AI9738.in March 2001.
 AI9738
 AI9738.No vertical observational check was made to the station.
 AI9738
 AI9738.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9738.GEOID18 height accuracy estimate available here.
 AI9738
 AI9738.Click photographs - Photos may exist for this station.
 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       -    61,067.       76,296.      MT  (+/- 10 meters HH2 GPS)
 AI9738
 AI9738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6938259041(NAD 83)
 AI9738
 AI9738                          SUPERSEDED SURVEY CONTROL
 AI9738
 AI9738.No superseded survey control is available for this station.
 AI9738
 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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9739 ***********************************************************************
 AI9739  DESIGNATION -  01413038 B
 AI9739  PID         -  AI9739
 AI9739  STATE/COUNTY-  NJ/CUMBERLAND
 AI9739  COUNTRY     -  US
 AI9739  USGS QUAD   -  SHILOH (2019)
 AI9739
 AI9739                         *CURRENT SURVEY CONTROL
 AI9739  ______________________________________________________________________
 AI9739* NAD 83(1986) POSITION- 39 22 46.0    (N) 075 21 21.5    (W)   HD_HELD2
 AI9739* NAVD 88 ORTHO HEIGHT -     1.944 (meters)        6.38  (feet) ADJUSTED
 AI9739  ______________________________________________________________________
 AI9739  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 AI9739  DYNAMIC HEIGHT  -          1.943 (meters)        6.37  (feet) COMP
 AI9739  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 AI9739
 AI9739  VERT ORDER      -  SECOND    CLASS I
 AI9739
 AI9739.The horizontal coordinates were established by autonomous hand held GPS
 AI9739.observations and have an estimated accuracy of +/- 10 meters.
 AI9739
 AI9739.The orthometric height was determined by differential leveling and
 AI9739.adjusted by the NATIONAL GEODETIC SURVEY
 AI9739.in March 2001.
 AI9739
 AI9739.No vertical observational check was made to the station.
 AI9739
 AI9739.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9739.GEOID18 height accuracy estimate available here.
 AI9739
 AI9739.Click photographs - Photos may exist for this station.
 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       -    60,971.       76,255.      MT  (+/- 10 meters HH2 GPS)
 AI9739
 AI9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6934158945(NAD 83)
 AI9739
 AI9739                          SUPERSEDED SURVEY CONTROL
 AI9739
 AI9739.No superseded survey control is available for this station.
 AI9739
 AI9739_MARKER: DD = SURVEY DISK
 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 - July 03, 2007
 AI9739
 AI9739  HISTORY     - Date     Condition        Report By
 AI9739  HISTORY     - 1997     MONUMENTED       NJGS
 AI9739  HISTORY     - 20041101 GOOD             USGS
 AI9739  HISTORY     - 20051028 GOOD             USGS
 AI9739  HISTORY     - 20070703 GOOD             UE
 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'RECOVERED IN GOOD CONDITION.
 AI9739
 AI9739                          STATION RECOVERY (2007)
 AI9739
 AI9739'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9740 ***********************************************************************
 AI9740  DESIGNATION -  01413038 C
 AI9740  PID         -  AI9740
 AI9740  STATE/COUNTY-  NJ/CUMBERLAND
 AI9740  COUNTRY     -  US
 AI9740  USGS QUAD   -  SHILOH (2019)
 AI9740
 AI9740                         *CURRENT SURVEY CONTROL
 AI9740  ______________________________________________________________________
 AI9740* NAD 83(1986) POSITION- 39 22 46.9    (N) 075 21 20.4    (W)   HD_HELD2
 AI9740* NAVD 88 ORTHO HEIGHT -     1.569 (meters)        5.15  (feet) ADJUSTED
 AI9740  ______________________________________________________________________
 AI9740  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 AI9740  DYNAMIC HEIGHT  -          1.568 (meters)        5.14  (feet) COMP
 AI9740  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 AI9740
 AI9740  VERT ORDER      -  SECOND    CLASS I
 AI9740
 AI9740.The horizontal coordinates were established by autonomous hand held GPS
 AI9740.observations and have an estimated accuracy of +/- 10 meters.
 AI9740
 AI9740.The orthometric height was determined by differential leveling and
 AI9740.adjusted by the NATIONAL GEODETIC SURVEY
 AI9740.in March 2001.
 AI9740
 AI9740.No vertical observational check was made to the station.
 AI9740
 AI9740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9740.GEOID18 height accuracy estimate available here.
 AI9740
 AI9740.Click photographs - Photos may exist for this station.
 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       -    60,999.       76,281.      MT  (+/- 10 meters HH2 GPS)
 AI9740
 AI9740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6936758973(NAD 83)
 AI9740
 AI9740                          SUPERSEDED SURVEY CONTROL
 AI9740
 AI9740.No superseded survey control is available for this station.
 AI9740
 AI9740_MARKER: DD = SURVEY DISK
 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 - July 03, 2007
 AI9740
 AI9740  HISTORY     - Date     Condition        Report By
 AI9740  HISTORY     - 1997     MONUMENTED       NJGS
 AI9740  HISTORY     - 20041101 GOOD             USGS
 AI9740  HISTORY     - 20051028 GOOD             USGS
 AI9740  HISTORY     - 20070703 GOOD             UE
 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'RECOVERED IN GOOD CONDITION.
 AI9740
 AI9740                          STATION RECOVERY (2007)
 AI9740
 AI9740'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9741 ***********************************************************************
 AI9741  DESIGNATION -  01413038 D
 AI9741  PID         -  AI9741
 AI9741  STATE/COUNTY-  NJ/CUMBERLAND
 AI9741  COUNTRY     -  US
 AI9741  USGS QUAD   -  SHILOH (2019)
 AI9741
 AI9741                         *CURRENT SURVEY CONTROL
 AI9741  ______________________________________________________________________
 AI9741* NAD 83(1986) POSITION- 39 22 42.4    (N) 075 21 22.8    (W)   HD_HELD2
 AI9741* NAVD 88 ORTHO HEIGHT -     1.487 (meters)        4.88  (feet) ADJUSTED
 AI9741  ______________________________________________________________________
 AI9741  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 AI9741  DYNAMIC HEIGHT  -          1.486 (meters)        4.88  (feet) COMP
 AI9741  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 AI9741
 AI9741  VERT ORDER      -  SECOND    CLASS I
 AI9741
 AI9741.The horizontal coordinates were established by autonomous hand held GPS
 AI9741.observations and have an estimated accuracy of +/- 10 meters.
 AI9741
 AI9741.The orthometric height was determined by differential leveling and
 AI9741.adjusted by the NATIONAL GEODETIC SURVEY
 AI9741.in March 2001.
 AI9741
 AI9741.No vertical observational check was made to the station.
 AI9741
 AI9741.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9741.GEOID18 height accuracy estimate available here.
 AI9741
 AI9741.Click photographs - Photos may exist for this station.
 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       -    60,861.       76,223.      MT  (+/- 10 meters HH2 GPS)
 AI9741
 AI9741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6930958834(NAD 83)
 AI9741
 AI9741                          SUPERSEDED SURVEY CONTROL
 AI9741
 AI9741.No superseded survey control is available for this station.
 AI9741
 AI9741_MARKER: DD = SURVEY DISK
 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 - July 03, 2007
 AI9741
 AI9741  HISTORY     - Date     Condition        Report By
 AI9741  HISTORY     - 1997     MONUMENTED       NJGS
 AI9741  HISTORY     - 20041101 GOOD             USGS
 AI9741  HISTORY     - 20051028 GOOD             USGS
 AI9741  HISTORY     - 20070703 GOOD             UE
 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'RECOVERED IN GOOD CONDITION.
 AI9741
 AI9741                          STATION RECOVERY (2007)
 AI9741
 AI9741'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9742 ***********************************************************************
 AI9742  DESIGNATION -  01413038 E
 AI9742  PID         -  AI9742
 AI9742  STATE/COUNTY-  NJ/CUMBERLAND
 AI9742  COUNTRY     -  US
 AI9742  USGS QUAD   -  SHILOH (2019)
 AI9742
 AI9742                         *CURRENT SURVEY CONTROL
 AI9742  ______________________________________________________________________
 AI9742* NAD 83(1986) POSITION- 39 22 37.66   (N) 075 21 20.81   (W)   HD_HELD1
 AI9742* NAVD 88 ORTHO HEIGHT -     1.266 (meters)        4.15  (feet) ADJUSTED
 AI9742  ______________________________________________________________________
 AI9742  GEOID HEIGHT    -        -33.893 (meters)                     GEOID18
 AI9742  DYNAMIC HEIGHT  -          1.265 (meters)        4.15  (feet) COMP
 AI9742  MODELED GRAVITY -    980,115.4   (mgal)                       NAVD 88
 AI9742
 AI9742  VERT ORDER      -  SECOND    CLASS I
 AI9742
 AI9742.The horizontal coordinates were determined by differentially corrected
 AI9742.hand held GPS observations or other comparable positioning techniques
 AI9742.and have an estimated accuracy of +/- 3 meters.
 AI9742
 AI9742.The orthometric height was determined by differential leveling and
 AI9742.adjusted by the NATIONAL GEODETIC SURVEY
 AI9742.in March 2001.
 AI9742
 AI9742.No vertical observational check was made to the station.
 AI9742
 AI9742.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9742.GEOID18 height accuracy estimate available here.
 AI9742
 AI9742.Click photographs - Photos may exist for this station.
 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       -    60,714.0      76,268.8     MT  (+/- 3 meters HH1 GPS) 
 AI9742
 AI9742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6935658688(NAD 83)
 AI9742
 AI9742                          SUPERSEDED SURVEY CONTROL
 AI9742
 AI9742.No superseded survey control is available for this station.
 AI9742
 AI9742_MARKER: DD = SURVEY DISK
 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 NOT SUITABLE FOR
 AI9742+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 AI9742
 AI9742  HISTORY     - Date     Condition        Report By
 AI9742  HISTORY     - 1997     MONUMENTED       NJGS
 AI9742  HISTORY     - 20041101 GOOD             USGS
 AI9742  HISTORY     - 20070703 GOOD             UE
 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.
 AI9742
 AI9742                          STATION RECOVERY (2007)
 AI9742
 AI9742'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9752 ***********************************************************************
 AI9752  DESIGNATION -  01413038 F
 AI9752  PID         -  AI9752
 AI9752  STATE/COUNTY-  NJ/CUMBERLAND
 AI9752  COUNTRY     -  US
 AI9752  USGS QUAD   -  SHILOH (2019)
 AI9752
 AI9752                         *CURRENT SURVEY CONTROL
 AI9752  ______________________________________________________________________
 AI9752* NAD 83(1986) POSITION- 39 22 44.2    (N) 075 22 05.4    (W)   HD_HELD2
 AI9752* NAVD 88 ORTHO HEIGHT -     4.589 (meters)       15.06  (feet) ADJUSTED
 AI9752  ______________________________________________________________________
 AI9752  GEOID HEIGHT    -        -33.887 (meters)                     GEOID18
 AI9752  DYNAMIC HEIGHT  -          4.587 (meters)       15.05  (feet) COMP
 AI9752  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 AI9752
 AI9752  VERT ORDER      -  SECOND    CLASS I
 AI9752
 AI9752.The horizontal coordinates were established by autonomous hand held GPS
 AI9752.observations and have an estimated accuracy of +/- 10 meters.
 AI9752
 AI9752.The orthometric height was determined by differential leveling and
 AI9752.adjusted by the NATIONAL GEODETIC SURVEY
 AI9752.in March 2001.
 AI9752
 AI9752.No vertical observational check was made to the station.
 AI9752
 AI9752.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9752.GEOID18 height accuracy estimate available here.
 AI9752
 AI9752.Click photographs - Photos may exist for this station.
 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       -    60,926.       75,204.      MT  (+/- 10 meters HH2 GPS)
 AI9752
 AI9752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6829058894(NAD 83)
 AI9752
 AI9752                          SUPERSEDED SURVEY CONTROL
 AI9752
 AI9752.No superseded survey control is available for this station.
 AI9752
 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 - July 03, 2007
 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  HISTORY     - 20070703 GOOD             UE
 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'RECOVERED IN GOOD CONDITION.
 AI9752
 AI9752                          STATION RECOVERY (2007)
 AI9752
 AI9752'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9752'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9754 ***********************************************************************
 AI9754  DESIGNATION -  01464598 A
 AI9754  PID         -  AI9754
 AI9754  STATE/COUNTY-  NJ/BURLINGTON
 AI9754  COUNTRY     -  US
 AI9754  USGS QUAD   -  BEVERLY (2016)
 AI9754
 AI9754                         *CURRENT SURVEY CONTROL
 AI9754  ______________________________________________________________________
 AI9754* NAD 83(1986) POSITION- 40 04 29.     (N) 074 52 33.     (W)   SCALED
 AI9754* NAVD 88 ORTHO HEIGHT -     2.938 (meters)        9.64  (feet) ADJUSTED
 AI9754  ______________________________________________________________________
 AI9754  GEOID HEIGHT    -        -32.882 (meters)                     GEOID18
 AI9754  DYNAMIC HEIGHT  -          2.936 (meters)        9.63  (feet) COMP
 AI9754  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 AI9754
 AI9754  VERT ORDER      -  FIRST     CLASS II
 AI9754
 AI9754.The horizontal coordinates were scaled from a map and have
 AI9754.an estimated accuracy of +/- 6 seconds.
 AI9754
 AI9754.The orthometric height was determined by differential leveling and
 AI9754.adjusted by the NATIONAL GEODETIC SURVEY
 AI9754.in March 2001.
 AI9754
 AI9754.No vertical observational check was made to the station.
 AI9754
 AI9754.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9754.GEOID18 height accuracy estimate available here.
 AI9754
 AI9754.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK105360(NAD 83)
 AI9754
 AI9754                          SUPERSEDED SURVEY CONTROL
 AI9754
 AI9754.No superseded survey control is available for this station.
 AI9754
 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 = JULY 24, 2026 22:12:30 EDT
 AI9755 ***********************************************************************
 AI9755  DESIGNATION -  01464598 B
 AI9755  PID         -  AI9755
 AI9755  STATE/COUNTY-  NJ/BURLINGTON
 AI9755  COUNTRY     -  US
 AI9755  USGS QUAD   -  BEVERLY (2016)
 AI9755
 AI9755                         *CURRENT SURVEY CONTROL
 AI9755  ______________________________________________________________________
 AI9755* NAD 83(1986) POSITION- 40 04 33.     (N) 074 52 48.     (W)   SCALED
 AI9755* NAVD 88 ORTHO HEIGHT -     3.806 (meters)       12.49  (feet) ADJUSTED
 AI9755  ______________________________________________________________________
 AI9755  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 AI9755  DYNAMIC HEIGHT  -          3.804 (meters)       12.48  (feet) COMP
 AI9755  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 AI9755
 AI9755  VERT ORDER      -  FIRST     CLASS II
 AI9755
 AI9755.The horizontal coordinates were scaled from a map and have
 AI9755.an estimated accuracy of +/- 6 seconds.
 AI9755
 AI9755.The orthometric height was determined by differential leveling and
 AI9755.adjusted by the NATIONAL GEODETIC SURVEY
 AI9755.in March 2001.
 AI9755
 AI9755.No vertical observational check was made to the station.
 AI9755
 AI9755.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9755.GEOID18 height accuracy estimate available here.
 AI9755
 AI9755.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK102361(NAD 83)
 AI9755
 AI9755                          SUPERSEDED SURVEY CONTROL
 AI9755
 AI9755.No superseded survey control is available for this station.
 AI9755
 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 = JULY 24, 2026 22:12:30 EDT
 AB6699 ***********************************************************************
 AB6699  DESIGNATION -  0777
 AB6699  PID         -  AB6699
 AB6699  STATE/COUNTY-  NJ/MERCER
 AB6699  COUNTRY     -  US
 AB6699  USGS QUAD   -  PRINCETON (2019)
 AB6699
 AB6699                         *CURRENT SURVEY CONTROL
 AB6699  ______________________________________________________________________
 AB6699* NAD 83(1986) POSITION- 40 21 05.28   (N) 074 39 14.29   (W)   HD_HELD1
 AB6699* NAVD 88 ORTHO HEIGHT -    58.931 (meters)      193.34  (feet) ADJUSTED
 AB6699  ______________________________________________________________________
 AB6699  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 AB6699  DYNAMIC HEIGHT  -         58.904 (meters)      193.25  (feet) COMP
 AB6699  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 AB6699
 AB6699  VERT ORDER      -  FIRST     CLASS II
 AB6699
 AB6699.The horizontal coordinates were determined by differentially corrected
 AB6699.hand held GPS observations or other comparable positioning techniques
 AB6699.and have an estimated accuracy of +/- 3 meters.
 AB6699
 AB6699.The orthometric height was determined by differential leveling and
 AB6699.adjusted by the NATIONAL GEODETIC SURVEY
 AB6699.in September 1996.
 AB6699
 AB6699.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6699.GEOID18 height accuracy estimate available here.
 AB6699
 AB6699.Click photographs - Photos may exist for this station.
 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       -   168,548.0     136,920.9     MT  (+/- 3 meters HH1 GPS) 
 AB6699
 AB6699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2938566825(NAD 83)
 AB6699
 AB6699                          SUPERSEDED SURVEY CONTROL
 AB6699
 AB6699.No superseded survey control is available for this station.
 AB6699
 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 - October 12, 2022
 AB6699
 AB6699  HISTORY     - Date     Condition        Report By
 AB6699  HISTORY     - 1992     MONUMENTED       AASCO
 AB6699  HISTORY     - 19950525 GOOD             NJGS
 AB6699  HISTORY     - 20061129 GOOD             INDIV
 AB6699  HISTORY     - 20221012 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.
 AB6699
 AB6699                          STATION RECOVERY (2006)
 AB6699
 AB6699'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JWW)
 AB6699'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AB6699
 AB6699                          STATION RECOVERY (2022)
 AB6699
 AB6699'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 AB6699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6697 ***********************************************************************
 AB6697  DESIGNATION -  0784
 AB6697  PID         -  AB6697
 AB6697  STATE/COUNTY-  NJ/MERCER
 AB6697  COUNTRY     -  US
 AB6697  USGS QUAD   -  PRINCETON (2019)
 AB6697
 AB6697                         *CURRENT SURVEY CONTROL
 AB6697  ______________________________________________________________________
 AB6697* NAD 83(1986) POSITION- 40 21 24.     (N) 074 39 17.     (W)   SCALED
 AB6697* NAVD 88 ORTHO HEIGHT -    53.060 (meters)      174.08  (feet) ADJUSTED
 AB6697  ______________________________________________________________________
 AB6697  GEOID HEIGHT    -        -33.298 (meters)                     GEOID18
 AB6697  DYNAMIC HEIGHT  -         53.035 (meters)      174.00  (feet) COMP
 AB6697  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 AB6697
 AB6697  VERT ORDER      -  FIRST     CLASS II
 AB6697
 AB6697.The horizontal coordinates were scaled from a map and have
 AB6697.an estimated accuracy of +/- 6 seconds.
 AB6697
 AB6697.The orthometric height was determined by differential leveling and
 AB6697.adjusted by the NATIONAL GEODETIC SURVEY
 AB6697.in September 1996.
 AB6697
 AB6697.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6697.GEOID18 height accuracy estimate available here.
 AB6697
 AB6697.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK293674(NAD 83)
 AB6697
 AB6697                          SUPERSEDED SURVEY CONTROL
 AB6697
 AB6697.No superseded survey control is available for this station.
 AB6697
 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 = JULY 24, 2026 22:12:30 EDT
 LY0684 ***********************************************************************
 LY0684  DESIGNATION -  1
 LY0684  PID         -  LY0684
 LY0684  STATE/COUNTY-  NJ/SUSSEX
 LY0684  COUNTRY     -  US
 LY0684  USGS QUAD   -  FRANKLIN (2019)
 LY0684
 LY0684                         *CURRENT SURVEY CONTROL
 LY0684  ______________________________________________________________________
 LY0684* NAD 83(1986) POSITION- 41 06 31.     (N) 074 35 24.     (W)   SCALED
 LY0684* NAVD 88 ORTHO HEIGHT -   170.224 (meters)      558.48  (feet) ADJUSTED
 LY0684  ______________________________________________________________________
 LY0684  GEOID HEIGHT    -        -32.498 (meters)                     GEOID18
 LY0684  DYNAMIC HEIGHT  -        170.150 (meters)      558.23  (feet) COMP
 LY0684  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 LY0684
 LY0684  VERT ORDER      -  FIRST     CLASS II
 LY0684
 LY0684.The horizontal coordinates were scaled from a map and have
 LY0684.an estimated accuracy of +/- 6 seconds.
 LY0684
 LY0684.The orthometric height was determined by differential leveling and
 LY0684.adjusted by the NATIONAL GEODETIC SURVEY
 LY0684.in June 1991.
 LY0684
 LY0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0684.GEOID18 height accuracy estimate available here.
 LY0684
 LY0684.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL344508(NAD 83)
 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
 LY0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0684.See file dsdata.pdf to determine how the superseded data were derived.
 LY0684
 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             CGS
 LY0684
 LY0684                          STATION DESCRIPTION
 LY0684
 LY0684'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0894 ***********************************************************************
 KV0894  DESIGNATION -  1
 KV0894  PID         -  KV0894
 KV0894  STATE/COUNTY-  NJ/MONMOUTH
 KV0894  COUNTRY     -  US
 KV0894  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0894
 KV0894                         *CURRENT SURVEY CONTROL
 KV0894  ______________________________________________________________________
 KV0894* NAD 83(1996) POSITION- 40 19 44.84983(N) 074 00 44.47591(W)   NO CHECK
 KV0894* NAVD 88 ORTHO HEIGHT -     1.433 (meters)        4.70  (feet) ADJUSTED
 KV0894  ______________________________________________________________________
 KV0894  GEOID HEIGHT    -        -32.649 (meters)                     GEOID18
 KV0894  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 KV0894  DYNAMIC HEIGHT  -          1.432 (meters)        4.70  (feet) COMP
 KV0894  MODELED GRAVITY -    980,184.9   (mgal)                       NAVD 88
 KV0894
 KV0894  HORZ ORDER      -  THIRD
 KV0894  VERT ORDER      -  FIRST     CLASS II
 KV0894
 KV0894.The horizontal coordinates were established by classical geodetic methods
 KV0894.and adjusted by the National Geodetic Survey in September 1999.
 KV0894
 KV0894.No horizontal observational check was made to the station.
 KV0894
 KV0894.The orthometric height was determined by differential leveling and
 KV0894.adjusted by the NATIONAL GEODETIC SURVEY
 KV0894.in July 2020.
 KV0894
 KV0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0894.GEOID18 height accuracy estimate available here.
 KV0894
 KV0894.Click photographs - Photos may exist for this station.
 KV0894
 KV0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000490  x   0.99992113  =   0.99992603
 KV0894!UTM  18      -   1.00000490  x   0.99968665  =   0.99969155
 KV0894
 KV0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8389964755(NAD 83)
 KV0894
 KV0894                          SUPERSEDED SURVEY CONTROL
 KV0894
 KV0894  NAD 83(1986)-  40 19 44.84830(N)    074 00 44.47085(W) AD(       ) 3
 KV0894  NAVD 88 (06/15/91)    1.467  (m)            4.81   (f) SUPERSEDED  2 0
 KV0894  NGVD 29 (04/16/92)    1.789  (m)            5.87   (f) ADJUSTED    2 0
 KV0894  NGVD 29               1.83   (m)            6.0    (f) LEVELING    3  
 KV0894  NGVD 29 (??/??/87)    1.831  (m)            6.01   (f) SUPERSEDED  2 0
 KV0894
 KV0894.Superseded values are not recommended for survey control.
 KV0894
 KV0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0894.See file dsdata.pdf to determine how the superseded data were derived.
 KV0894
 KV0894_STAMPING: 1
 KV0894_MARK LOGO: NJBCN
 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  HISTORY     - 20171106 MARK NOT FOUND   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.
 KV0894
 KV0894                          STATION RECOVERY (2017)
 KV0894
 KV0894'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 KV0894'THE AREA HAS BEEN COMPLETELY REGRADED.  INSUFFICIENT REFERENCE OBJECTS
 KV0894'EXIST TO LOCATE THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5334 ***********************************************************************
 DP5334  DESIGNATION -  1 3/09
 DP5334  PID         -  DP5334
 DP5334  STATE/COUNTY-  NJ/CAPE MAY
 DP5334  COUNTRY     -  US
 DP5334  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5334
 DP5334                         *CURRENT SURVEY CONTROL
 DP5334  ______________________________________________________________________
 DP5334* NAD 83(1986) POSITION- 39 10 32.06   (N) 074 40 33.20   (W)   HD_HELD1
 DP5334* NAVD 88 ORTHO HEIGHT -     1.888 (meters)        6.19  (feet) ADJUSTED
 DP5334  ______________________________________________________________________
 DP5334  GEOID HEIGHT    -        -34.952 (meters)                     GEOID18
 DP5334  DYNAMIC HEIGHT  -          1.887 (meters)        6.19  (feet) COMP
 DP5334  MODELED GRAVITY -    980,079.0   (mgal)                       NAVD 88
 DP5334
 DP5334  VERT ORDER      -  FIRST     CLASS II
 DP5334
 DP5334.The horizontal coordinates were determined by differentially corrected
 DP5334.hand held GPS observations or other comparable positioning techniques
 DP5334.and have an estimated accuracy of +/- 3 meters.
 DP5334
 DP5334.The orthometric height was determined by differential leveling and
 DP5334.adjusted by the NATIONAL GEODETIC SURVEY
 DP5334.in April 2015.
 DP5334
 DP5334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5334.GEOID18 height accuracy estimate available here.
 DP5334
 DP5334.Click photographs - Photos may exist for this station.
 DP5334
 DP5334.The dynamic height is computed by dividing the NAVD 88
 DP5334.geopotential number by the normal gravity value computed on the
 DP5334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5334.degrees latitude (g = 980.6199 gals.).
 DP5334
 DP5334.The modeled gravity was interpolated from observed gravity values.
 DP5334
 DP5334;                    North         East    Units  Estimated Accuracy
 DP5334;SPC NJ       -    38,004.8     134,802.6     MT  (+/- 3 meters HH1 GPS) 
 DP5334
 DP5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2799536310(NAD 83)
 DP5334
 DP5334                          SUPERSEDED SURVEY CONTROL
 DP5334
 DP5334.No superseded survey control is available for this station.
 DP5334
 DP5334_MARKER: DD = SURVEY DISK
 DP5334_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP5334_STAMPING: 1 3/09
 DP5334_MARK LOGO: NJDEP
 DP5334_PROJECTION: FLUSH
 DP5334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5334+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2014
 DP5334
 DP5334  HISTORY     - Date     Condition        Report By
 DP5334  HISTORY     - UNK      MONUMENTED       NJDEP
 DP5334  HISTORY     - 20140804 GOOD             NJGS
 DP5334
 DP5334                          STATION DESCRIPTION
 DP5334
 DP5334'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5334'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DP5334'MARMORA, 5.6 MI (9.0 KM) NORTH-NORTHEAST OF AVALON AND 1.8 MI (2.9 KM)
 DP5334'NORTH-NORTHEAST OF SEA ISLE CITY.
 DP5334'
 DP5334'TO REACH FROM THE INTERSECTION OF JOHN F. KENNEDY (COUNTY ROUTE 625)
 DP5334'AND LANDIS AVENUE (COUNTY ROUTE 619) INCH (1572 CM) SEA ISLE CITY, GO
 DP5334'1.6 MI (2.6 KM) NORTHEAST ON LANDIS AVENUE TO THE STATION ON THE LEFT.
 DP5334'THE STATION IS AT THE SOUTHEAST CORNER OF A NEW JERSEY DEPARTMENT OF
 DP5334'ENVIRONMENTAL PROTECTION WILDLIFE MANAGEMENT AREA ABUTTING LANDIS
 DP5334'AVENUE, 35.5 FT (10.8 M) NORTHWEST OF THE CENTERLINE OF LANDIS AVENUE,
 DP5334'85.2 FT (26.0 M) NORTH-NORTHEAST OF A POLE WITH NO NUMBER OF THE NORTH
 DP5334'SIDE OF 11TH STREET, 20.3 FT (6.2 M) NORTHEAST OF THE NORTHEAST PILE
 DP5334'FOR HOUSE NUMBER 1016.  THE STATION IS A GREEN ACRES DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4226 ***********************************************************************
 JU4226  DESIGNATION -  1 A 1
 JU4226  PID         -  JU4226
 JU4226  STATE/COUNTY-  NJ/ATLANTIC
 JU4226  COUNTRY     -  US
 JU4226  USGS QUAD   -  MAYS LANDING (2019)
 JU4226
 JU4226                         *CURRENT SURVEY CONTROL
 JU4226  ______________________________________________________________________
 JU4226* NAD 83(2011) POSITION- 39 25 50.13579(N) 074 44 14.68204(W)   ADJUSTED
 JU4226* NAD 83(2011) ELLIP HT-   -32.024 (meters)        (06/27/12)   ADJUSTED
 JU4226* NAD 83(2011) EPOCH   -  2010.00
 JU4226* NAVD 88 ORTHO HEIGHT -     1.913 (meters)        6.28  (feet) ADJUSTED
 JU4226  ______________________________________________________________________
 JU4226  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 JU4226  NAD 83(2011) X  -  1,298,599.418 (meters)                     COMP
 JU4226  NAD 83(2011) Y  - -4,759,086.958 (meters)                     COMP
 JU4226  NAD 83(2011) Z  -  4,029,334.198 (meters)                     COMP
 JU4226  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 JU4226  DYNAMIC HEIGHT  -          1.912 (meters)        6.27  (feet) COMP
 JU4226  MODELED GRAVITY -    980,120.2   (mgal)                       NAVD 88
 JU4226
 JU4226  VERT ORDER      -  FIRST     CLASS II
 JU4226
 JU4226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4226  Standards:
 JU4226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4226  -------------------------------------------------------------------
 JU4226  NETWORK    0.47   0.90           0.21   0.17   0.46     -0.00261772
 JU4226  -------------------------------------------------------------------
 JU4226  Click here for local accuracies and other accuracy information.
 JU4226
 JU4226.The horizontal coordinates were established by GPS observations
 JU4226.and adjusted by the National Geodetic Survey in June 2012.
 JU4226
 JU4226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4226.been affixed to the stable North American tectonic plate. See 
 JU4226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4226
 JU4226.The horizontal coordinates are valid at the epoch date displayed above
 JU4226.which is a decimal equivalence of Year/Month/Day.
 JU4226
 JU4226.The orthometric height was determined by differential leveling and
 JU4226.adjusted by the NATIONAL GEODETIC SURVEY
 JU4226.in January 1994.
 JU4226
 JU4226.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4226.GEOID18 height accuracy estimate available here.
 JU4226
 JU4226.Click photographs - Photos may exist for this station.
 JU4226
 JU4226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4226
 JU4226.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4226
 JU4226.The ellipsoidal height was determined by GPS observations
 JU4226.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4226
 JU4226;                    North         East     Units Scale Factor Converg.
 JU4226;SPC NJ       -    66,326.871   129,561.147   MT  0.99990514   -0 09 02.8
 JU4226;SPC NJ       -   217,607.41    425,068.53   sFT  0.99990514   -0 09 02.8
 JU4226;UTM  18      - 4,364,594.644   522,599.539   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2259964594(NAD 83)
 JU4226
 JU4226                          SUPERSEDED SURVEY CONTROL
 JU4226
 JU4226  NAD 83(2007)-  39 25 50.13617(N)    074 44 14.68282(W) AD(2002.00) 0
 JU4226  ELLIP H (02/10/07)  -32.016  (m)                       GP(2002.00)    
 JU4226  ELLIP H (10/23/02)  -32.005  (m)                       GP(       ) 4 1
 JU4226  NAD 83(1996)-  39 25 50.13598(N)    074 44 14.68282(W) AD(       ) 1
 JU4226  ELLIP H (05/14/99)  -31.956  (m)                       GP(       ) 4 1
 JU4226  NAD 83(1992)-  39 25 50.12658(N)    074 44 14.68241(W) AD(       ) 1
 JU4226  NAVD 88               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
 JU4226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4226.See file dsdata.pdf to determine how the superseded data were derived.
 JU4226
 JU4226_MARKER: DD = SURVEY DISK
 JU4226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU4226_SP_SET: SET IN THE ABUTMENT OR PIER OF A
 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 - July 18, 2019
 JU4226
 JU4226  HISTORY     - Date     Condition        Report By
 JU4226  HISTORY     - 1990     MONUMENTED       NJGS
 JU4226  HISTORY     - 19930602 GOOD             NJGS
 JU4226  HISTORY     - 20001031 GOOD             USACE
 JU4226  HISTORY     - 20040731 GOOD             GEOCAC
 JU4226  HISTORY     - 20080821 GOOD             INDIV
 JU4226  HISTORY     - 20190718 GOOD             NJGS
 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 ARMY CORPS OF 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.
 JU4226
 JU4226                          STATION RECOVERY (2008)
 JU4226
 JU4226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HBH)
 JU4226'RECOVERED IN FAIR CONDITION. DISK HAS SOME DAMAGE BUT IS STILL
 JU4226'READABLE.
 JU4226
 JU4226                          STATION RECOVERY (2019)
 JU4226
 JU4226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU4226'RECOVERED AS DESCRIBED.  NOTE, THE NEARBY BRIDGE WAS REPLACED IN 2006.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6541 ***********************************************************************
 DK6541  DESIGNATION -  1 A 2
 DK6541  PID         -  DK6541
 DK6541  STATE/COUNTY-  NJ/ATLANTIC
 DK6541  COUNTRY     -  US
 DK6541  USGS QUAD   -  HAMMONTON (2019)
 DK6541
 DK6541                         *CURRENT SURVEY CONTROL
 DK6541  ______________________________________________________________________
 DK6541* NAD 83(1986) POSITION- 39 38 05.     (N) 074 48 16.     (W)   SCALED
 DK6541* NAVD 88 ORTHO HEIGHT -    30.829 (meters)      101.14  (feet) ADJUSTED
 DK6541  ______________________________________________________________________
 DK6541  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 DK6541  DYNAMIC HEIGHT  -         30.814 (meters)      101.10  (feet) COMP
 DK6541  MODELED GRAVITY -    980,132.7   (mgal)                       NAVD 88
 DK6541
 DK6541  VERT ORDER      -  FIRST     CLASS II
 DK6541
 DK6541.The horizontal coordinates were scaled from a map and have
 DK6541.an estimated accuracy of +/- 6 seconds.
 DK6541
 DK6541.The orthometric height was determined by differential leveling and
 DK6541.adjusted by the NATIONAL GEODETIC SURVEY
 DK6541.in February 2010.
 DK6541
 DK6541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6541.GEOID18 height accuracy estimate available here.
 DK6541
 DK6541.Click photographs - Photos may exist for this station.
 DK6541
 DK6541.The dynamic height is computed by dividing the NAVD 88
 DK6541.geopotential number by the normal gravity value computed on the
 DK6541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6541.degrees latitude (g = 980.6199 gals.).
 DK6541
 DK6541.The modeled gravity was interpolated from observed gravity values.
 DK6541
 DK6541;                    North         East    Units  Estimated Accuracy
 DK6541;SPC NJ       -    89,010.      123,870.      MT  (+/- 180 meters Scaled)
 DK6541
 DK6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ167872(NAD 83)
 DK6541
 DK6541                          SUPERSEDED SURVEY CONTROL
 DK6541
 DK6541.No superseded survey control is available for this station.
 DK6541
 DK6541_MARKER: DD = SURVEY DISK
 DK6541_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6541_SP_SET: ROOF COLUMN FOOTING
 DK6541_STAMPING: 1 A 2 2006
 DK6541_MARK LOGO: NJGS
 DK6541_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6541+STABILITY: SURFACE MOTION
 DK6541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6541+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2010
 DK6541
 DK6541  HISTORY     - Date     Condition        Report By
 DK6541  HISTORY     - 20060921 MONUMENTED       NJGS
 DK6541  HISTORY     - 20100324 GOOD             NJGS
 DK6541
 DK6541                          STATION DESCRIPTION
 DK6541
 DK6541'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6541'THE STATION IS LOCATED IN HAMMONTON, SET IN A DRILL HOLE IN THE
 DK6541'SOUTHWEST FOOTING FOR A SIX-COLUMN ROOFED OPEN SHELTER ON THE
 DK6541'SOUTHEAST CORNER OF TWELFTH STREET (NJ ROUTE 54) AND FRONT STREET.
 DK6541'THE STRUCTURE IS ON THE SOUTHWEST SIDE OF THE NJ TRANSIT PHILADELPHIA
 DK6541'TO ATLANTIC CITY PASSENGER TRAIN LINE.
 DK6541'
 DK6541'THE STATION IS 106.5 FT (32.5 M) SOUTHEAST OF THE CENTERLINE OF
 DK6541'TWELFTH STREET (NJ ROUTE 54), 62.0 FT (18.9 M) NORTHEAST OF THE
 DK6541'CENTERLINE OF FRONT STREET, 25.5 FT (7.8 M) SOUTHWEST OF THE SOUTHWEST
 DK6541'FENCE OF THE RAILROAD TRACKS, 48.0 FT (14.6 M) SOUTHWEST OF THE
 DK6541'SOUTHWEST RAIL OF THE TRACKS, 93.5 FT (28.5 M) NORTH OF THE NORTHWEST
 DK6541'CORNER OF A 8 FT (2.4 M) FENCE SURROUNDING THE NJ TRANSIT HAMMONTON
 DK6541'TRACK MAINTANCE YARD, 83.5 FT (25.5 M) NORTH OF POLE NUMBER H1855.
 DK6541
 DK6541                          STATION RECOVERY (2010)
 DK6541
 DK6541'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DK6541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8278 ***********************************************************************
 DN8278  DESIGNATION -  1 A 3
 DN8278  PID         -  DN8278
 DN8278  STATE/COUNTY-  NJ/ATLANTIC
 DN8278  COUNTRY     -  US
 DN8278  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8278
 DN8278                         *CURRENT SURVEY CONTROL
 DN8278  ______________________________________________________________________
 DN8278* NAD 83(1986) POSITION- 39 26 06.27   (N) 074 30 57.06   (W)   HD_HELD1
 DN8278* NAVD 88 ORTHO HEIGHT -     5.276 (meters)       17.31  (feet) ADJUSTED
 DN8278  ______________________________________________________________________
 DN8278  GEOID HEIGHT    -        -33.988 (meters)                     GEOID18
 DN8278  DYNAMIC HEIGHT  -          5.274 (meters)       17.30  (feet) COMP
 DN8278  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 DN8278
 DN8278  VERT ORDER      -  FIRST     CLASS II
 DN8278
 DN8278.The horizontal coordinates were determined by differentially corrected
 DN8278.hand held GPS observations or other comparable positioning techniques
 DN8278.and have an estimated accuracy of +/- 3 meters.
 DN8278
 DN8278.The orthometric height was determined by differential leveling and
 DN8278.adjusted by the NATIONAL GEODETIC SURVEY
 DN8278.in April 2013.
 DN8278
 DN8278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8278.GEOID18 height accuracy estimate available here.
 DN8278
 DN8278.Click photographs - Photos may exist for this station.
 DN8278
 DN8278.The dynamic height is computed by dividing the NAVD 88
 DN8278.geopotential number by the normal gravity value computed on the
 DN8278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8278.degrees latitude (g = 980.6199 gals.).
 DN8278
 DN8278.The modeled gravity was interpolated from observed gravity values.
 DN8278
 DN8278;                    North         East    Units  Estimated Accuracy
 DN8278;SPC NJ       -    66,797.6     148,635.6     MT  (+/- 3 meters HH1 GPS) 
 DN8278
 DN8278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4166565170(NAD 83)
 DN8278
 DN8278                          SUPERSEDED SURVEY CONTROL
 DN8278
 DN8278.No superseded survey control is available for this station.
 DN8278
 DN8278_MARKER: DD = SURVEY DISK
 DN8278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8278_STAMPING: 1 A 3 2010
 DN8278_MARK LOGO: NJDT
 DN8278_PROJECTION: FLUSH
 DN8278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8278+STABILITY: SURFACE MOTION
 DN8278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8278+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN8278
 DN8278  HISTORY     - Date     Condition        Report By
 DN8278  HISTORY     - UNK      MONUMENTED       NJDT
 DN8278  HISTORY     - 20100510 GOOD             NJGS
 DN8278
 DN8278                          STATION DESCRIPTION
 DN8278
 DN8278'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8278'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8278'U.S. HIGHWAY 30.
 DN8278'
 DN8278'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8278'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8278'SOUTHEAST ON U.S. HIGHWAY 30 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE
 DN8278'RIGHT, SET FLUSH WITH THE GROUND IN FRONT OF THE SWIMMING POOL AREA OF
 DN8278'THE BUDGET INN HOTEL, A TWO STORY FRAME BUILDING.
 DN8278'
 DN8278'THE STATION IS 1.6 M (5.2 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 DN8278'PAVING OF U.S. HIGHWAY 30, 11.4 M (37.4 FT) EAST-SOUTHEAST FROM WOOD
 DN8278'UTILITY POLE NUMBER P-60085, 14.9 M (48.9 FT) NORTHWEST FROM WOOD
 DN8278'UTILITY POLE NUMBER P12535 BT 43-2 AND 7.8 M (25.6 FT) NORTH-NORTHEAST
 DN8278'AND NORMAL TO AN 8 FT (2.4 M) HIGH METAL FENCE SURROUNDING THE
 DN8278'SWIMMING POOL IN FRONT OF THE HOTEL.
 DN8278'
 DN8278'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION 931+00.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8304 ***********************************************************************
 DN8304  DESIGNATION -  1 A 4
 DN8304  PID         -  DN8304
 DN8304  STATE/COUNTY-  NJ/ATLANTIC
 DN8304  COUNTRY     -  US
 DN8304  USGS QUAD   -  OCEANVILLE (2019)
 DN8304
 DN8304                         *CURRENT SURVEY CONTROL
 DN8304  ______________________________________________________________________
 DN8304* NAD 83(1986) POSITION- 39 25 14.     (N) 074 29 47.     (W)   SCALED
 DN8304* NAVD 88 ORTHO HEIGHT -     0.874 (meters)        2.87  (feet) ADJUSTED
 DN8304  ______________________________________________________________________
 DN8304  GEOID HEIGHT    -        -34.073 (meters)                     GEOID18
 DN8304  DYNAMIC HEIGHT  -          0.873 (meters)        2.86  (feet) COMP
 DN8304  MODELED GRAVITY -    980,119.1   (mgal)                       NAVD 88
 DN8304
 DN8304  VERT ORDER      -  FIRST     CLASS II
 DN8304
 DN8304.The horizontal coordinates were scaled from a map and have
 DN8304.an estimated accuracy of +/- 6 seconds.
 DN8304
 DN8304.The orthometric height was determined by differential leveling and
 DN8304.adjusted by the NATIONAL GEODETIC SURVEY
 DN8304.in April 2013.
 DN8304
 DN8304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8304.GEOID18 height accuracy estimate available here.
 DN8304
 DN8304.Click photographs - Photos may exist for this station.
 DN8304
 DN8304.The dynamic height is computed by dividing the NAVD 88
 DN8304.geopotential number by the normal gravity value computed on the
 DN8304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8304.degrees latitude (g = 980.6199 gals.).
 DN8304
 DN8304.The modeled gravity was interpolated from observed gravity values.
 DN8304
 DN8304;                    North         East    Units  Estimated Accuracy
 DN8304;SPC NJ       -    65,190.      150,310.      MT  (+/- 180 meters Scaled)
 DN8304
 DN8304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ433635(NAD 83)
 DN8304
 DN8304                          SUPERSEDED SURVEY CONTROL
 DN8304
 DN8304.No superseded survey control is available for this station.
 DN8304
 DN8304_MARKER: DD = SURVEY DISK
 DN8304_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN8304_SP_SET: RETAINING WALL
 DN8304_STAMPING: 1 A 4 2010
 DN8304_MARK LOGO: NJGS
 DN8304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8304+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DN8304
 DN8304  HISTORY     - Date     Condition        Report By
 DN8304  HISTORY     - 20100920 MONUMENTED       NJGS
 DN8304  HISTORY     - 20230301 MARK NOT FOUND   NJGS
 DN8304
 DN8304                          STATION DESCRIPTION
 DN8304
 DN8304'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8304'THE STATION IS LOCATED IN ABSECON, SET IN A DRILL HOLE IN THE NORTH
 DN8304'END OF THE WESTERLY RETAINING WALL AT THE SOUTHWEST END OF A TIDAL
 DN8304'BASIN DAM/GATE STRUCTURE AT THE NORTH END OF A PARK FRONTING TURNER
 DN8304'AVENUE.
 DN8304'
 DN8304'TO REACH THE STATION FROM THE JUNCTION OF ABSECON BOULEVARD (US
 DN8304'HIGHWAY 30) AND ILLINOIS AVENUE (COUNTY ROAD 631)/TURNER AVENUE, GO
 DN8304'ABOUT 100 FT (30.5 M) EAST ON TURNER AVENUE TO THE DRIVE LEADING TO
 DN8304'THE PARK.  TURN LEFT AND GO ABOUT 350 FT (106.7 M) NORTH TO THE
 DN8304'STATION IN THE STRUCTURE.
 DN8304'
 DN8304'THE STATION IS 12 FT (3.7 M) NORTHEAST OF THE SOUTHWEST END OF THE
 DN8304'DAM, 2 FT (0.6 M) SOUTHEAST OF THE SOUTH FACE OF THE DAM, 70 FT (21.3
 DN8304'M) NORTHEAST OF THE NORTHEAST CORNER OF THE PARKING LOT, 113 FT (34.4
 DN8304'M) NORTHWEST OF THE CENTERLINE OF A SIDEWALK LEADING TO BENCH ON THE
 DN8304'BANK OF THE TIDAL BASIN.
 DN8304
 DN8304                          STATION RECOVERY (2023)
 DN8304
 DN8304'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DN8304'MARK NOT FOUND, DAM NO LONGER EXISTS. PARK HAS BEEN RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8257 ***********************************************************************
 DQ8257  DESIGNATION -  1 A 5
 DQ8257  PID         -  DQ8257
 DQ8257  STATE/COUNTY-  NJ/ATLANTIC
 DQ8257  COUNTRY     -  US
 DQ8257  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8257
 DQ8257                         *CURRENT SURVEY CONTROL
 DQ8257  ______________________________________________________________________
 DQ8257* NAD 83(1986) POSITION- 39 21 34.71   (N) 074 26 04.38   (W)   HD_HELD1
 DQ8257* NAVD 88 ORTHO HEIGHT -     2.930 (meters)        9.61  (feet) ADJUSTED
 DQ8257  ______________________________________________________________________
 DQ8257  GEOID HEIGHT    -        -34.426 (meters)                     GEOID18
 DQ8257  DYNAMIC HEIGHT  -          2.929 (meters)        9.61  (feet) COMP
 DQ8257  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 DQ8257
 DQ8257  VERT ORDER      -  FIRST     CLASS II
 DQ8257
 DQ8257.The horizontal coordinates were determined by differentially corrected
 DQ8257.hand held GPS observations or other comparable positioning techniques
 DQ8257.and have an estimated accuracy of +/- 3 meters.
 DQ8257
 DQ8257.The orthometric height was determined by differential leveling and
 DQ8257.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8257.in August 2018.
 DQ8257
 DQ8257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8257.GEOID18 height accuracy estimate available here.
 DQ8257
 DQ8257.Click photographs - Photos may exist for this station.
 DQ8257
 DQ8257.The dynamic height is computed by dividing the NAVD 88
 DQ8257.geopotential number by the normal gravity value computed on the
 DQ8257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8257.degrees latitude (g = 980.6199 gals.).
 DQ8257
 DQ8257.The modeled gravity was interpolated from observed gravity values.
 DQ8257
 DQ8257;                    North         East    Units  Estimated Accuracy
 DQ8257;SPC NJ       -    58,425.5     155,640.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8257
 DQ8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4871456840(NAD 83)
 DQ8257
 DQ8257                          SUPERSEDED SURVEY CONTROL
 DQ8257
 DQ8257.No superseded survey control is available for this station.
 DQ8257
 DQ8257_MARKER: DD = SURVEY DISK
 DQ8257_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8257+WITH SETTING: PAVEMENT
 DQ8257_SP_SET: TRAFFIC SIGNAL BASE
 DQ8257_STAMPING: 1 A 5 2017
 DQ8257_MARK LOGO: NJGS
 DQ8257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8257+STABILITY: SURFACE MOTION
 DQ8257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8257+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8257
 DQ8257  HISTORY     - Date     Condition        Report By
 DQ8257  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8257
 DQ8257                          STATION DESCRIPTION
 DQ8257
 DQ8257'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8257'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-SOUTHEAST OF
 DQ8257'PLEASANTVILLE, 5.1 MI (8.2 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC
 DQ8257'CITY.
 DQ8257'
 DQ8257'IN ATLANTIC CITY, ON THE NORTHWEST CORNER OF ATLANTIC AVENUE AND OHIO
 DQ8257'AVENUE (THE ATLANTIC CITY BUS TERMINAL BUILDING), SET IN A DRILL HOLE
 DQ8257'IN A 3 FT (0.9 M) SQUARE BASE OF A TRAFFIC SIGNAL.
 DQ8257'
 DQ8257'THE STATION IS 4 FT (1.2 M) NORTH-NORTHWEST OF THE NORTH CURB OF
 DQ8257'ATLANTIC AVENUE, 10.7 FT (3.3 M) WEST OF THE TRAFFIC SIGNAL MAST, 28
 DQ8257'FT (8.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE ATLANTIC CITY BUS
 DQ8257'TERMINAL BUILDING, 25 FT (7.6 M) SOUTHWEST OF A LIGHT POLE, 24 FT (7.3
 DQ8257'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF OHIO AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8283 ***********************************************************************
 DQ8283  DESIGNATION -  1 A 6
 DQ8283  PID         -  DQ8283
 DQ8283  STATE/COUNTY-  NJ/ATLANTIC
 DQ8283  COUNTRY     -  US
 DQ8283  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8283
 DQ8283                         *CURRENT SURVEY CONTROL
 DQ8283  ______________________________________________________________________
 DQ8283* NAD 83(1986) POSITION- 39 22 01.04   (N) 074 28 21.13   (W)   HD_HELD1
 DQ8283* NAVD 88 ORTHO HEIGHT -     2.860 (meters)        9.38  (feet) ADJUSTED
 DQ8283  ______________________________________________________________________
 DQ8283  GEOID HEIGHT    -        -34.352 (meters)                     GEOID18
 DQ8283  DYNAMIC HEIGHT  -          2.859 (meters)        9.38  (feet) COMP
 DQ8283  MODELED GRAVITY -    980,108.9   (mgal)                       NAVD 88
 DQ8283
 DQ8283  VERT ORDER      -  FIRST     CLASS II
 DQ8283
 DQ8283.The horizontal coordinates were determined by differentially corrected
 DQ8283.hand held GPS observations or other comparable positioning techniques
 DQ8283.and have an estimated accuracy of +/- 3 meters.
 DQ8283
 DQ8283.The orthometric height was determined by differential leveling and
 DQ8283.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8283.in August 2018.
 DQ8283
 DQ8283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8283.GEOID18 height accuracy estimate available here.
 DQ8283
 DQ8283.Click photographs - Photos may exist for this station.
 DQ8283
 DQ8283.The dynamic height is computed by dividing the NAVD 88
 DQ8283.geopotential number by the normal gravity value computed on the
 DQ8283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8283.degrees latitude (g = 980.6199 gals.).
 DQ8283
 DQ8283.The modeled gravity was interpolated from observed gravity values.
 DQ8283
 DQ8283;                    North         East    Units  Estimated Accuracy
 DQ8283;SPC NJ       -    59,235.8     152,366.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8283
 DQ8283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4543757631(NAD 83)
 DQ8283
 DQ8283                          SUPERSEDED SURVEY CONTROL
 DQ8283
 DQ8283.No superseded survey control is available for this station.
 DQ8283
 DQ8283_MARKER: DD = SURVEY DISK
 DQ8283_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ8283_SP_SET: CURB
 DQ8283_STAMPING: 1 A 6 2017
 DQ8283_MARK LOGO: NJGS
 DQ8283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ8283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8283+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2024
 DQ8283
 DQ8283  HISTORY     - Date     Condition        Report By
 DQ8283  HISTORY     - 20170505 MONUMENTED       NJGS
 DQ8283  HISTORY     - 20240409 GOOD             NJGS
 DQ8283
 DQ8283                          STATION DESCRIPTION
 DQ8283
 DQ8283'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8283'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF
 DQ8283'BRIGANTINE, 3.2 MI (5.1 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 DQ8283'ATLANTIC CITY.
 DQ8283'
 DQ8283'IN ATLANTIC CITY, THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST
 DQ8283'CURB OF THE EASTBOUND LANES OF ALBANY BOULEVARD (U.S. HIGHWAY 322/40),
 DQ8283'BETWEEN THE OFF-RAMP FROM ALBANY BOULEVARD (U.S. HIGHWAY 322/40) ONTO
 DQ8283'THE U-TURN OVERPASS AND THE ON-RAMP FROM THE ATLANTIC CITY HIGH SCHOOL
 DQ8283'COMPLEX ONTO EASTBOUND ALBANY BOULEVARD (U.S. HIGHWAY 322/40).
 DQ8283'
 DQ8283'THE STATION IS 85 FT (25.9 M) SOUTHEAST OF POLE NUMBER A16726, 94 FT
 DQ8283'(28.7 M) NORTHWEST OF POLE NUMBER A16725, 3 FT (0.9 M) NORTHEAST OF
 DQ8283'THE NORTHEAST LEG OF A SIGN (LANE MERGE) WITH A WITNESS SIGN ATTACHED,
 DQ8283'136 FT (41.5 M) NORTHWEST OF THE SOUTHEAST NOSE OF THE RAMPS AND 105
 DQ8283'FT (32.0 M) SOUTHEAST OF THE NORTHWEST NOSE OF THE RAMPS.
 DQ8283
 DQ8283                          STATION RECOVERY (2024)
 DQ8283
 DQ8283'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DQ8283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7228 ***********************************************************************
 DR7228  DESIGNATION -  1 A 7
 DR7228  PID         -  DR7228
 DR7228  STATE/COUNTY-  NJ/ATLANTIC
 DR7228  COUNTRY     -  US
 DR7228  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7228
 DR7228                         *CURRENT SURVEY CONTROL
 DR7228  ______________________________________________________________________
 DR7228* NAD 83(1986) POSITION- 39 25 03.19   (N) 074 21 10.33   (W)   HD_HELD1
 DR7228* NAVD 88 ORTHO HEIGHT -     3.630 (meters)       11.91  (feet) ADJUSTED
 DR7228  ______________________________________________________________________
 DR7228  GEOID HEIGHT    -        -34.275 (meters)                     GEOID18
 DR7228  DYNAMIC HEIGHT  -          3.628 (meters)       11.90  (feet) COMP
 DR7228  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 DR7228
 DR7228  VERT ORDER      -  FIRST     CLASS II
 DR7228
 DR7228.The horizontal coordinates were determined by differentially corrected
 DR7228.hand held GPS observations or other comparable positioning techniques
 DR7228.and have an estimated accuracy of +/- 3 meters.
 DR7228
 DR7228.The orthometric height was determined by differential leveling and
 DR7228.adjusted by the NATIONAL GEODETIC SURVEY
 DR7228.in March 2022.
 DR7228
 DR7228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7228.GEOID18 height accuracy estimate available here.
 DR7228
 DR7228.Click photographs - Photos may exist for this station.
 DR7228
 DR7228.The dynamic height is computed by dividing the NAVD 88
 DR7228.geopotential number by the normal gravity value computed on the
 DR7228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7228.degrees latitude (g = 980.6199 gals.).
 DR7228
 DR7228.The modeled gravity was interpolated from observed gravity values.
 DR7228
 DR7228;                    North         East    Units  Estimated Accuracy
 DR7228;SPC NJ       -    64,862.6     162,668.9     MT  (+/- 3 meters HH1 GPS) 
 DR7228
 DR7228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5570563314(NAD 83)
 DR7228
 DR7228                          SUPERSEDED SURVEY CONTROL
 DR7228
 DR7228.No superseded survey control is available for this station.
 DR7228
 DR7228_MARKER: DD = SURVEY DISK
 DR7228_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7228_SP_SET: SIDEWALK
 DR7228_STAMPING: 1 A 7 2021
 DR7228_MARK LOGO: USACE
 DR7228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7228+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 DR7228
 DR7228  HISTORY     - Date     Condition        Report By
 DR7228  HISTORY     - UNK      MONUMENTED       USACE
 DR7228  HISTORY     - 20210607 GOOD             NJGS
 DR7228
 DR7228                          STATION DESCRIPTION
 DR7228
 DR7228'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7228'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF
 DR7228'OCEANVILLE, 5.3 MI (8.5 KM) NORTHEAST OF ATLANTIC CITY AND 0.8 MI (1.3
 DR7228'KM) NORTHEAST OF BRIGANTINE.
 DR7228'
 DR7228'AT THE NORTH END OF BRIGANTINE LOCATED IN THE EDWIN FORESITE WILDLIFE
 DR7228'REFUGE SET IN A DRILL HOLE IN THE CONCRETE PAD AT THE NORTHWEST END OF
 DR7228'THE OBSERVATION TOWER.
 DR7228'
 DR7228'THE STATION IS 31.3 FT (9.5 M) NORTH OF THE EAST CORNER OF A RAIL, 23
 DR7228'FT (7.0 M) EAST-NORTHEAST OF THE WEST CORNER OF THE PAD AND 60 FT
 DR7228'(18.3 M) WEST-SOUTHWEST OF THE NORTH CORNER OF THE PAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7233 ***********************************************************************
 DR7233  DESIGNATION -  1 A 8
 DR7233  PID         -  DR7233
 DR7233  STATE/COUNTY-  NJ/ATLANTIC
 DR7233  COUNTRY     -  US
 DR7233  USGS QUAD   -  OCEANVILLE (2019)
 DR7233
 DR7233                         *CURRENT SURVEY CONTROL
 DR7233  ______________________________________________________________________
 DR7233* NAD 83(1986) POSITION- 39 23 25.00   (N) 074 23 45.53   (W)   HD_HELD1
 DR7233* NAVD 88 ORTHO HEIGHT -     2.104 (meters)        6.90  (feet) ADJUSTED
 DR7233  ______________________________________________________________________
 DR7233  GEOID HEIGHT    -        -34.340 (meters)                     GEOID18
 DR7233  DYNAMIC HEIGHT  -          2.103 (meters)        6.90  (feet) COMP
 DR7233  MODELED GRAVITY -    980,111.7   (mgal)                       NAVD 88
 DR7233
 DR7233  VERT ORDER      -  FIRST     CLASS II
 DR7233
 DR7233.The horizontal coordinates were determined by differentially corrected
 DR7233.hand held GPS observations or other comparable positioning techniques
 DR7233.and have an estimated accuracy of +/- 3 meters.
 DR7233
 DR7233.The orthometric height was determined by differential leveling and
 DR7233.adjusted by the NATIONAL GEODETIC SURVEY
 DR7233.in March 2022.
 DR7233
 DR7233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7233.GEOID18 height accuracy estimate available here.
 DR7233
 DR7233.Click photographs - Photos may exist for this station.
 DR7233
 DR7233.The dynamic height is computed by dividing the NAVD 88
 DR7233.geopotential number by the normal gravity value computed on the
 DR7233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7233.degrees latitude (g = 980.6199 gals.).
 DR7233
 DR7233.The modeled gravity was interpolated from observed gravity values.
 DR7233
 DR7233;                    North         East    Units  Estimated Accuracy
 DR7233;SPC NJ       -    61,829.6     158,960.2     MT  (+/- 3 meters HH1 GPS) 
 DR7233
 DR7233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5201460261(NAD 83)
 DR7233
 DR7233                          SUPERSEDED SURVEY CONTROL
 DR7233
 DR7233.No superseded survey control is available for this station.
 DR7233
 DR7233_MARKER: DD = SURVEY DISK
 DR7233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7233_STAMPING: 1 A 8 2021
 DR7233_MARK LOGO: NJGS
 DR7233_PROJECTION: FLUSH
 DR7233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7233+STABILITY: SURFACE MOTION
 DR7233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7233+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2021
 DR7233
 DR7233  HISTORY     - Date     Condition        Report By
 DR7233  HISTORY     - 20210610 MONUMENTED       NJGS
 DR7233
 DR7233                          STATION DESCRIPTION
 DR7233
 DR7233'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 DR7233'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF
 DR7233'OCEANVILLE, 2.3 MI (3.7 KM) NORTHEAST OF ATLANTIC CITY AND 2.1 MI (3.4
 DR7233'KM) SOUTHWEST OF BRIGANTINE.
 DR7233'
 DR7233'TO REACH FROM THE TRAFFIC SIGNAL AT THE INTERSECTION OF BRIGANTINE
 DR7233'BOULEVARD AND HARBOR BEACH BOULEVARD, GO 0.25 MI (0.40 KM) SOUTH ON
 DR7233'HARBOR BEACH BOULEVARD TO THE T-JUNCTION WITH BAYSHORE AVENUE ON THE
 DR7233'LEFT.  TURN LEFT AND GO ABOUT 250 FT (76.2 M) TO THE JUNCTION WITH
 DR7233'44TH STREET.  TURN RIGHT AND GO ABOUT 150 FT (45.7 M) TO THE ENTRANCE
 DR7233'DRIVEWAY ON THE LEFT, OF INTO PARKING LOT AND PROCEED ABOUT 150 FT
 DR7233'(45.7 M) SOUTH TO THE STATION ON THE LEFT, SET IN THE GRASS AREA
 DR7233'BETWEEN THE PARKING LOT AND THE FOOTBALL FIELD.
 DR7233'
 DR7233'THE STATION IS 73 FT (22.3 M) SOUTH OF A LIGHT TOWER FOR THE FOOTBALL
 DR7233'FIELD, 16 FT (4.9 M) EAST OF THE WOODEN CURB FOR THE PARKING LOT, 31.5
 DR7233'FT (9.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE PAD FOR
 DR7233'THE BLEACHERS, 50 FT (15.2 M) WEST OF THE WEST LEG OF THE SCOREBOARD,
 DR7233'71 FT (21.6 M) NORTH-NORTHWEST OF A SEWER MANHOLE IN A CONCRETE APRON
 DR7233'AND 107 FT (32.6 M) NORTH OF THE CENTERLINE OF 44TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4229 ***********************************************************************
 JU4229  DESIGNATION -  1 B 1
 JU4229  PID         -  JU4229
 JU4229  STATE/COUNTY-  NJ/ATLANTIC
 JU4229  COUNTRY     -  US
 JU4229  USGS QUAD   -  DOROTHY (2019)
 JU4229
 JU4229                         *CURRENT SURVEY CONTROL
 JU4229  ______________________________________________________________________
 JU4229* NAD 83(1986) POSITION- 39 22 39.     (N) 074 45 28.     (W)   SCALED
 JU4229* NAVD 88 ORTHO HEIGHT -     7.667 (meters)       25.15  (feet) ADJUSTED
 JU4229  ______________________________________________________________________
 JU4229  GEOID HEIGHT    -        -34.106 (meters)                     GEOID18
 JU4229  DYNAMIC HEIGHT  -          7.663 (meters)       25.14  (feet) COMP
 JU4229  MODELED GRAVITY -    980,114.9   (mgal)                       NAVD 88
 JU4229
 JU4229  VERT ORDER      -  FIRST     CLASS II
 JU4229
 JU4229.The horizontal coordinates were scaled from a map and have
 JU4229.an estimated accuracy of +/- 6 seconds.
 JU4229
 JU4229.The orthometric height was determined by differential leveling and
 JU4229.adjusted by the NATIONAL GEODETIC SURVEY
 JU4229.in January 1994.
 JU4229
 JU4229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4229.GEOID18 height accuracy estimate available here.
 JU4229
 JU4229.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ208586(NAD 83)
 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
 JU4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4229.See file dsdata.pdf to determine how the superseded data were derived.
 JU4229
 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 = JULY 24, 2026 22:12:30 EDT
 DK6547 ***********************************************************************
 DK6547  DESIGNATION -  1 B 2
 DK6547  PID         -  DK6547
 DK6547  STATE/COUNTY-  NJ/ATLANTIC
 DK6547  COUNTRY     -  US
 DK6547  USGS QUAD   -  NEWTONVILLE (2019)
 DK6547
 DK6547                         *CURRENT SURVEY CONTROL
 DK6547  ______________________________________________________________________
 DK6547* NAD 83(1986) POSITION- 39 36 50.58   (N) 074 49 50.97   (W)   HD_HELD1
 DK6547* NAVD 88 ORTHO HEIGHT -    23.284 (meters)       76.39  (feet) ADJUSTED
 DK6547  ______________________________________________________________________
 DK6547  GEOID HEIGHT    -        -33.489 (meters)                     GEOID18
 DK6547  DYNAMIC HEIGHT  -         23.273 (meters)       76.35  (feet) COMP
 DK6547  MODELED GRAVITY -    980,129.0   (mgal)                       NAVD 88
 DK6547
 DK6547  VERT ORDER      -  FIRST     CLASS II
 DK6547
 DK6547.The horizontal coordinates were determined by differentially corrected
 DK6547.hand held GPS observations or other comparable positioning techniques
 DK6547.and have an estimated accuracy of +/- 3 meters.
 DK6547
 DK6547.The orthometric height was determined by differential leveling and
 DK6547.adjusted by the NATIONAL GEODETIC SURVEY
 DK6547.in February 2010.
 DK6547
 DK6547.No vertical observational check was made to the station.
 DK6547
 DK6547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6547.GEOID18 height accuracy estimate available here.
 DK6547
 DK6547.Click photographs - Photos may exist for this station.
 DK6547
 DK6547.The dynamic height is computed by dividing the NAVD 88
 DK6547.geopotential number by the normal gravity value computed on the
 DK6547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6547.degrees latitude (g = 980.6199 gals.).
 DK6547
 DK6547.The modeled gravity was interpolated from observed gravity values.
 DK6547
 DK6547;                    North         East    Units  Estimated Accuracy
 DK6547;SPC NJ       -    86,718.6     121,594.0     MT  (+/- 3 meters HH1 GPS) 
 DK6547
 DK6547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1452184935(NAD 83)
 DK6547
 DK6547                          SUPERSEDED SURVEY CONTROL
 DK6547
 DK6547.No superseded survey control is available for this station.
 DK6547
 DK6547_MARKER: DD = SURVEY DISK
 DK6547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6547_SP_SET: CULVERT HEADWALL
 DK6547_STAMPING: 1 B 2 2006
 DK6547_MARK LOGO: NJGS
 DK6547_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6547+STABILITY: SURFACE MOTION
 DK6547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6547+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2019
 DK6547
 DK6547  HISTORY     - Date     Condition        Report By
 DK6547  HISTORY     - 20060921 MONUMENTED       NJGS
 DK6547  HISTORY     - 20100325 GOOD             NJGS
 DK6547  HISTORY     - 20191217 GOOD             NJGS
 DK6547
 DK6547                          STATION DESCRIPTION
 DK6547
 DK6547'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6547'THE STATION IS LOCATED IN HAMMONTON, SET IN A DRILL HOLE IN THE CENTER
 DK6547'OF A CONCRETE CULVERT FOR A STREAM CROSSING UNDER THE ATLANTIC CITY
 DK6547'EXPRESSWAY ENTRANCE RAMPS FROM TWELFTH STREET (NJ ROUTE 54).  THE RAMP
 DK6547'COMPLEX IS SOUTH OF THE ATLANTIC CITY EXPRESSWAY BRIDGE SPANNING
 DK6547'TWELFTH STREET (NJ ROUTE 54).  TO REACH THE STATION FROM THE RAILROAD
 DK6547'GRADE CROSSING OF TWELFTH STREET (NJ ROUTE 54) AND THE NJ TRANSIT
 DK6547'ATLANTIC CITY LINE IN HAMMONTON, GO ABOUT 2.1 MI (3.38 KM) SOUTHWEST
 DK6547'TO THE ENTRANCE RAMP, TURN RIGHT AND GO ABOUT 0.07 MI (0.11 KM)
 DK6547'NORTHWEST TO THE STATION ON THE RIGHT.
 DK6547'
 DK6547'THE STATION IS ABOUT 314.0 FT (95.7 M) SOUTHEAST OF THE TOLL BOOTH
 DK6547'FROM THE ATLANTIC CITY EXPRESSWAY ONTO TWELFTH STREET (NJ ROUTE 54),
 DK6547'14.0 FT (4.3 M) EAST OF THE EAST EDGE OF THE ROAD, 15.0 FT (4.6 M)
 DK6547'SOUTHEAST OF A ROADWAY REFLECTOR WITH A WITNESS SIGN ATTACHED, 70.0 FT
 DK6547'(21.3 M) SOUTH-SOUTHEAST OF A BALL FIELD SIGN, 22.4 FT (6.8 M)
 DK6547'SOUTHEAST OF THE NORTH END OF THE GUARD RAIL, 93.0 FT (28.3 M)
 DK6547'NORTH-NORTHEAST OF THE SOUTH END OF THE GUARD RAIL.
 DK6547
 DK6547                          STATION RECOVERY (2010)
 DK6547
 DK6547'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DK6547'RECOVERED IN GOOD CONDITION.
 DK6547
 DK6547                          STATION RECOVERY (2019)
 DK6547
 DK6547'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DK6547'THE WITNESS SIGN AND ROADWAY REFLECTOR ARE GONE.  THE STATION IS 24 FT
 DK6547'(7.3 M) SOUTHEAST OF THE NORTH END OF THE GUIDERAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8302 ***********************************************************************
 DN8302  DESIGNATION -  1 B 4
 DN8302  PID         -  DN8302
 DN8302  STATE/COUNTY-  NJ/ATLANTIC
 DN8302  COUNTRY     -  US
 DN8302  USGS QUAD   -  OCEANVILLE (2019)
 DN8302
 DN8302                         *CURRENT SURVEY CONTROL
 DN8302  ______________________________________________________________________
 DN8302* NAD 83(1986) POSITION- 39 25 22.4    (N) 074 29 56.9    (W)   HD_HELD2
 DN8302* NAVD 88 ORTHO HEIGHT -     2.644 (meters)        8.67  (feet) ADJUSTED
 DN8302  ______________________________________________________________________
 DN8302  GEOID HEIGHT    -        -34.059 (meters)                     GEOID18
 DN8302  DYNAMIC HEIGHT  -          2.643 (meters)        8.67  (feet) COMP
 DN8302  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 DN8302
 DN8302  VERT ORDER      -  FIRST     CLASS II
 DN8302
 DN8302.The horizontal coordinates were established by autonomous hand held GPS
 DN8302.observations and have an estimated accuracy of +/- 10 meters.
 DN8302
 DN8302.The orthometric height was determined by differential leveling and
 DN8302.adjusted by the NATIONAL GEODETIC SURVEY
 DN8302.in April 2013.
 DN8302
 DN8302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8302.GEOID18 height accuracy estimate available here.
 DN8302
 DN8302.Click photographs - Photos may exist for this station.
 DN8302
 DN8302.The dynamic height is computed by dividing the NAVD 88
 DN8302.geopotential number by the normal gravity value computed on the
 DN8302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8302.degrees latitude (g = 980.6199 gals.).
 DN8302
 DN8302.The modeled gravity was interpolated from observed gravity values.
 DN8302
 DN8302;                    North         East    Units  Estimated Accuracy
 DN8302;SPC NJ       -    65,445.      150,074.      MT  (+/- 10 meters HH2 GPS)
 DN8302
 DN8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4311163826(NAD 83)
 DN8302
 DN8302                          SUPERSEDED SURVEY CONTROL
 DN8302
 DN8302.No superseded survey control is available for this station.
 DN8302
 DN8302_MARKER: DD = SURVEY DISK
 DN8302_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN8302_SP_SET: BRIDGE ABUTMENT
 DN8302_STAMPING: 1 B 4 2010
 DN8302_MARK LOGO: NJGS
 DN8302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8302+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DN8302
 DN8302  HISTORY     - Date     Condition        Report By
 DN8302  HISTORY     - 20100920 MONUMENTED       NJGS
 DN8302
 DN8302                          STATION DESCRIPTION
 DN8302
 DN8302'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8302'THE STATION IS LOCATED IN ABSECON, SET IN A DRILL HOLE IN THE NORTH
 DN8302'END OF THE EAST CONCRETE ABUTMENT FOR THE ABSECON BOULEVARD (US
 DN8302'HIGHWAY 30) SPANNING THE ABSECON CREEK.
 DN8302'
 DN8302'THE STATION IS ABOUT 0.05 MI (0.1 KM) EAST-SOUTHEAST OF THE JUNCTION
 DN8302'OF US HIGHWAY 30 AND SHORE ROAD (NJ ROUTE 157).
 DN8302'
 DN8302'IT IS 45.5 FT (13.9 M) NORTHEAST OF THE EAST CURBLINE OF THE EASTBOUND
 DN8302'LANES OF US HIGHWAY 30, 28 FT (8.5 M) NORTH OF THE CENTER OF THE
 DN8302'CULVERT, 57 FT (17.4 M) NORTH OF A FIRE HOSE STANDPIPE, 75 FT (22.9 M)
 DN8302'SOUTHEAST OF THE SOUTHEAST CORNER OF A GAS STATION ON THE SOUTHEAST
 DN8302'CORNER OF US HIGHWAY 30 AND SHORE ROAD.
 DN8302'
 DN8302'THE STATION IS SET EAST OF A LARGE SIDEWALK AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8258 ***********************************************************************
 DQ8258  DESIGNATION -  1 B 5
 DQ8258  PID         -  DQ8258
 DQ8258  STATE/COUNTY-  NJ/ATLANTIC
 DQ8258  COUNTRY     -  US
 DQ8258  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8258
 DQ8258                         *CURRENT SURVEY CONTROL
 DQ8258  ______________________________________________________________________
 DQ8258* NAD 83(1986) POSITION- 39 22 03.91   (N) 074 25 07.56   (W)   HD_HELD1
 DQ8258* NAVD 88 ORTHO HEIGHT -     1.443 (meters)        4.73  (feet) ADJUSTED
 DQ8258  ______________________________________________________________________
 DQ8258  GEOID HEIGHT    -        -34.410 (meters)                     GEOID18
 DQ8258  DYNAMIC HEIGHT  -          1.443 (meters)        4.73  (feet) COMP
 DQ8258  MODELED GRAVITY -    980,107.1   (mgal)                       NAVD 88
 DQ8258
 DQ8258  VERT ORDER      -  FIRST     CLASS II
 DQ8258
 DQ8258.The horizontal coordinates were determined by differentially corrected
 DQ8258.hand held GPS observations or other comparable positioning techniques
 DQ8258.and have an estimated accuracy of +/- 3 meters.
 DQ8258
 DQ8258.The orthometric height was determined by differential leveling and
 DQ8258.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8258.in August 2018.
 DQ8258
 DQ8258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8258.GEOID18 height accuracy estimate available here.
 DQ8258
 DQ8258.Click photographs - Photos may exist for this station.
 DQ8258
 DQ8258.The dynamic height is computed by dividing the NAVD 88
 DQ8258.geopotential number by the normal gravity value computed on the
 DQ8258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8258.degrees latitude (g = 980.6199 gals.).
 DQ8258
 DQ8258.The modeled gravity was interpolated from observed gravity values.
 DQ8258
 DQ8258;                    North         East    Units  Estimated Accuracy
 DQ8258;SPC NJ       -    59,327.1     156,999.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8258
 DQ8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5006857748(NAD 83)
 DQ8258
 DQ8258                          SUPERSEDED SURVEY CONTROL
 DQ8258
 DQ8258.No superseded survey control is available for this station.
 DQ8258
 DQ8258_MARKER: DD = SURVEY DISK
 DQ8258_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8258_SP_SET: ELECTRICAL CABINET BASE
 DQ8258_STAMPING: 1 B 5 2017
 DQ8258_MARK LOGO: NJGS
 DQ8258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8258+STABILITY: SURFACE MOTION
 DQ8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8258+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2021
 DQ8258
 DQ8258  HISTORY     - Date     Condition        Report By
 DQ8258  HISTORY     - 20170626 MONUMENTED       NJGS
 DQ8258  HISTORY     - 20210427 GOOD             NJGS
 DQ8258
 DQ8258                          STATION DESCRIPTION
 DQ8258
 DQ8258'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8258'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST-SOUTHEAST OF
 DQ8258'PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8258'
 DQ8258'IN ATLANTIC CITY, AT THE SOUTHEAST CORNER OF THE JUNCTION OF GRAMMERCY
 DQ8258'PLACE (ARCTIC AVENUE) AND REVEL BOULEVARD (CONNECTICUT AVENUE), SET IN
 DQ8258'A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR A 10 FT
 DQ8258'(3.0 M) TALL BLACK ELECTRICAL CABINET.
 DQ8258'
 DQ8258'THE STATION IS 4.6 FT (1.4 M) NORTHEAST OF THE EAST CURB OF REVEL
 DQ8258'BOULEVARD (CONNECTICUT AVENUE), 20 FT (6.1 M) SOUTH-SOUTHEAST OF THE
 DQ8258'SOUTHEAST CURB OF GRAMMERCY PLACE (ARCTIC AVENUE), 1 FT (0.3 M)
 DQ8258'SOUTHEAST OF THE SOUTHWEST CORNER OF THE ELECTRICAL CABINET, 10 FT
 DQ8258'(3.0 M) NORTHWEST OF LIGHT POLE CB252.
 DQ8258
 DQ8258                          STATION RECOVERY (2021)
 DQ8258
 DQ8258'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DQ8258'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8284 ***********************************************************************
 DQ8284  DESIGNATION -  1 B 6
 DQ8284  PID         -  DQ8284
 DQ8284  STATE/COUNTY-  NJ/ATLANTIC
 DQ8284  COUNTRY     -  US
 DQ8284  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8284
 DQ8284                         *CURRENT SURVEY CONTROL
 DQ8284  ______________________________________________________________________
 DQ8284* NAD 83(1986) POSITION- 39 22 08.61   (N) 074 28 31.14   (W)   HD_HELD1
 DQ8284* NAVD 88 ORTHO HEIGHT -     2.048 (meters)        6.72  (feet) ADJUSTED
 DQ8284  ______________________________________________________________________
 DQ8284  GEOID HEIGHT    -        -34.340 (meters)                     GEOID18
 DQ8284  DYNAMIC HEIGHT  -          2.047 (meters)        6.72  (feet) COMP
 DQ8284  MODELED GRAVITY -    980,109.3   (mgal)                       NAVD 88
 DQ8284
 DQ8284  VERT ORDER      -  FIRST     CLASS II
 DQ8284
 DQ8284.The horizontal coordinates were determined by differentially corrected
 DQ8284.hand held GPS observations or other comparable positioning techniques
 DQ8284.and have an estimated accuracy of +/- 3 meters.
 DQ8284
 DQ8284.The orthometric height was determined by differential leveling and
 DQ8284.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8284.in August 2018.
 DQ8284
 DQ8284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8284.GEOID18 height accuracy estimate available here.
 DQ8284
 DQ8284.Click photographs - Photos may exist for this station.
 DQ8284
 DQ8284.The dynamic height is computed by dividing the NAVD 88
 DQ8284.geopotential number by the normal gravity value computed on the
 DQ8284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8284.degrees latitude (g = 980.6199 gals.).
 DQ8284
 DQ8284.The modeled gravity was interpolated from observed gravity values.
 DQ8284
 DQ8284;                    North         East    Units  Estimated Accuracy
 DQ8284;SPC NJ       -    59,469.1     152,126.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8284
 DQ8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4519657863(NAD 83)
 DQ8284
 DQ8284                          SUPERSEDED SURVEY CONTROL
 DQ8284
 DQ8284.No superseded survey control is available for this station.
 DQ8284
 DQ8284_MARKER: DD = SURVEY DISK
 DQ8284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8284_STAMPING: 1 B 6 2017
 DQ8284_MARK LOGO: NJGS
 DQ8284_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8284+STABILITY: SURFACE MOTION
 DQ8284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8284+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2017
 DQ8284
 DQ8284  HISTORY     - Date     Condition        Report By
 DQ8284  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8284  HISTORY     - 20170505 GOOD             NJGS
 DQ8284
 DQ8284                          STATION DESCRIPTION
 DQ8284
 DQ8284'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8284'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF
 DQ8284'BRIGANTINE, 3.0 MI (4.8 KM) EAST-SOUTHEAST OF PLEASANTVILLE AND IN
 DQ8284'ATLANTIC CITY.
 DQ8284'
 DQ8284'IN ATLANTIC CITY, THE STATION IS NEAR THE THE OFF-RAMP FROM THE
 DQ8284'EASTBOUND LANES OF ALBANY BOULEVARD (U.S. HIGHWAY 322/40) TO THE
 DQ8284'ATLANTIC CITY HIGH SCHOOL COMPLEX.
 DQ8284'
 DQ8284'THE STATION IS 3 FT (0.9 M) SOUTHWEST OF THE SOUTHWEST CURB OF ALBANY
 DQ8284'BOULEVARD (U.S. HIGHWAY 322/40), 24.7 FT (7.5 M) SOUTH OF SIGN
 DQ8284'(MILEPOST 62.5), 45 FT (13.7 M) SOUTHEAST OF POLE NUMBER A23062 AND
 DQ8284'47.4 FT (14.4 M) SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 DQ8284'BALUSTRADE FOR THE EASTBOUND LANES OF THE ALBANY BOULEVARD (U.S.
 DQ8284'HIGHWAY 322/40) BRIDGE SPANNING GREAT THOROFARE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7224 ***********************************************************************
 DR7224  DESIGNATION -  1 B 7
 DR7224  PID         -  DR7224
 DR7224  STATE/COUNTY-  NJ/ATLANTIC
 DR7224  COUNTRY     -  US
 DR7224  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7224
 DR7224                         *CURRENT SURVEY CONTROL
 DR7224  ______________________________________________________________________
 DR7224* NAD 83(1986) POSITION- 39 24 09.51   (N) 074 22 02.38   (W)   HD_HELD1
 DR7224* NAVD 88 ORTHO HEIGHT -     2.851 (meters)        9.35  (feet) ADJUSTED
 DR7224  ______________________________________________________________________
 DR7224  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 DR7224  DYNAMIC HEIGHT  -          2.850 (meters)        9.35  (feet) COMP
 DR7224  MODELED GRAVITY -    980,114.1   (mgal)                       NAVD 88
 DR7224
 DR7224  VERT ORDER      -  FIRST     CLASS II
 DR7224
 DR7224.The horizontal coordinates were determined by differentially corrected
 DR7224.hand held GPS observations or other comparable positioning techniques
 DR7224.and have an estimated accuracy of +/- 3 meters.
 DR7224
 DR7224.The orthometric height was determined by differential leveling and
 DR7224.adjusted by the NATIONAL GEODETIC SURVEY
 DR7224.in March 2022.
 DR7224
 DR7224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7224.GEOID18 height accuracy estimate available here.
 DR7224
 DR7224.Click photographs - Photos may exist for this station.
 DR7224
 DR7224.The dynamic height is computed by dividing the NAVD 88
 DR7224.geopotential number by the normal gravity value computed on the
 DR7224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7224.degrees latitude (g = 980.6199 gals.).
 DR7224
 DR7224.The modeled gravity was interpolated from observed gravity values.
 DR7224
 DR7224;                    North         East    Units  Estimated Accuracy
 DR7224;SPC NJ       -    63,205.4     161,426.4     MT  (+/- 3 meters HH1 GPS) 
 DR7224
 DR7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5447261650(NAD 83)
 DR7224
 DR7224                          SUPERSEDED SURVEY CONTROL
 DR7224
 DR7224.No superseded survey control is available for this station.
 DR7224
 DR7224_MARKER: DD = SURVEY DISK
 DR7224_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7224_SP_SET: CURB
 DR7224_STAMPING: 1 B 7 2021
 DR7224_MARK LOGO: USACE
 DR7224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7224+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2021
 DR7224
 DR7224  HISTORY     - Date     Condition        Report By
 DR7224  HISTORY     - 20210409 MONUMENTED       USACE
 DR7224  HISTORY     - 20210604 GOOD             NJGS
 DR7224
 DR7224                          STATION DESCRIPTION
 DR7224
 DR7224'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7224'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF OCEANVILLE,
 DR7224'4.0 MI (6.4 KM) NORTHEAST OF ATLANTIC CITY AND IN THE TOWN OF
 DR7224'BRIGANTINE, NJ.
 DR7224'
 DR7224'TO REACH THE STATION FROM THE INTERSECTION OF W. BRIGANTINE AVENUE AND
 DR7224'EIGHTH STREET GO SOUTHEAST ON EIGHTH STREET FOR ABOUT 0.13 MI (0.21
 DR7224'KM) TO THE STATION ON THE RIGHT SET IN CURB.
 DR7224'
 DR7224'THE STATION IS 111 FT (33.8 M) NORTHEAST FROM UTILITY POLE A73106,
 DR7224'24.8 NE FROM THE NORTHEAST CORNER OF HOUSE NUMBER 813, 89 FT (27.1 M)
 DR7224'SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 352 AND 10.58 FT
 DR7224'(3.2 M) WEST OF THE CENTERLINE OF OCEAN AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7234 ***********************************************************************
 DR7234  DESIGNATION -  1 B 8
 DR7234  PID         -  DR7234
 DR7234  STATE/COUNTY-  NJ/ATLANTIC
 DR7234  COUNTRY     -  US
 DR7234  USGS QUAD   -  OCEANVILLE (2019)
 DR7234
 DR7234                         *CURRENT SURVEY CONTROL
 DR7234  ______________________________________________________________________
 DR7234* NAD 83(1986) POSITION- 39 23 04.90   (N) 074 25 22.37   (W)   HD_HELD1
 DR7234* NAVD 88 ORTHO HEIGHT -    19.720 (meters)       64.70  (feet) ADJUSTED
 DR7234  ______________________________________________________________________
 DR7234  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 DR7234  DYNAMIC HEIGHT  -         19.710 (meters)       64.67  (feet) COMP
 DR7234  MODELED GRAVITY -    980,110.5   (mgal)                       NAVD 88
 DR7234
 DR7234  VERT ORDER      -  FIRST     CLASS II
 DR7234
 DR7234.The horizontal coordinates were determined by differentially corrected
 DR7234.hand held GPS observations or other comparable positioning techniques
 DR7234.and have an estimated accuracy of +/- 3 meters.
 DR7234
 DR7234.The orthometric height was determined by differential leveling and
 DR7234.adjusted by the NATIONAL GEODETIC SURVEY
 DR7234.in March 2022.
 DR7234
 DR7234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7234.GEOID18 height accuracy estimate available here.
 DR7234
 DR7234.Click photographs - Photos may exist for this station.
 DR7234
 DR7234.The dynamic height is computed by dividing the NAVD 88
 DR7234.geopotential number by the normal gravity value computed on the
 DR7234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7234.degrees latitude (g = 980.6199 gals.).
 DR7234
 DR7234.The modeled gravity was interpolated from observed gravity values.
 DR7234
 DR7234;                    North         East    Units  Estimated Accuracy
 DR7234;SPC NJ       -    61,207.5     156,643.6     MT  (+/- 3 meters HH1 GPS) 
 DR7234
 DR7234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4970259626(NAD 83)
 DR7234
 DR7234                          SUPERSEDED SURVEY CONTROL
 DR7234
 DR7234.No superseded survey control is available for this station.
 DR7234
 DR7234_MARKER: DD = SURVEY DISK
 DR7234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7234_SP_SET: SIDEWALK OVER BRIDGE PIER
 DR7234_STAMPING: 1 B 8 2021
 DR7234_MARK LOGO: NJGS
 DR7234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7234+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2021
 DR7234
 DR7234  HISTORY     - Date     Condition        Report By
 DR7234  HISTORY     - 20210617 MONUMENTED       NJGS
 DR7234
 DR7234                          STATION DESCRIPTION
 DR7234
 DR7234'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7234'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST OF PLEASANTVILLE, 3.6
 DR7234'MI (5.8 KM) WEST-SOUTHWEST OF BRIGANTINE AND 1.4 MI (2.3 KM) NORTH OF
 DR7234'ATLANTIC CITY.
 DR7234'
 DR7234'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST SIDE SIDEWALK FOR
 DR7234'THE NEW JERSEY ROUTE 87 BRIDGE, SPANNING THE ABSECON INLET, DIRECTLY
 DR7234'OVER THE BRIDGE PIER BETWEEN ATLANTIC CITY AND BRIGANTINE.
 DR7234'
 DR7234'THE STATION IS ABOUT 301 FT (91.7 M) SOUTHWEST OF THE CENTER OF THE
 DR7234'BOAT CHANNEL MARKER LIGHT ATTACHED TO THE BRIDGE, 2.5 FT (0.8 M)
 DR7234'SOUTHEAST OF THE CURB, 5.5 FT (1.7 M) NORTHWEST OF THE CONCRETE
 DR7234'BALUSTRADE WALL, 7 FT (2.1 M) SOUTH OF A MANHOLE IN THE ROADWAY, 25 FT
 DR7234'(7.6 M) SOUTH OF A DRAIN INLET IN THE ROADWAY AND ABOUT 1380 FT (420.6
 DR7234'M) SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE, AT BRIDGE LIGHT
 DR7234'NUMBER 71.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6546 ***********************************************************************
 DK6546  DESIGNATION -  1 C 2
 DK6546  PID         -  DK6546
 DK6546  STATE/COUNTY-  NJ/ATLANTIC
 DK6546  COUNTRY     -  US
 DK6546  USGS QUAD   -  NEWTONVILLE (2019)
 DK6546
 DK6546                         *CURRENT SURVEY CONTROL
 DK6546  ______________________________________________________________________
 DK6546* NAD 83(1986) POSITION- 39 37 06.97   (N) 074 49 24.26   (W)   HD_HELD1
 DK6546* NAVD 88 ORTHO HEIGHT -    25.492 (meters)       83.64  (feet) ADJUSTED
 DK6546  ______________________________________________________________________
 DK6546  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 DK6546  DYNAMIC HEIGHT  -         25.479 (meters)       83.59  (feet) COMP
 DK6546  MODELED GRAVITY -    980,129.9   (mgal)                       NAVD 88
 DK6546
 DK6546  VERT ORDER      -  FIRST     CLASS II
 DK6546
 DK6546.The horizontal coordinates were determined by differentially corrected
 DK6546.hand held GPS observations or other comparable positioning techniques
 DK6546.and have an estimated accuracy of +/- 3 meters.
 DK6546
 DK6546.The orthometric height was determined by differential leveling and
 DK6546.adjusted by the NATIONAL GEODETIC SURVEY
 DK6546.in February 2010.
 DK6546
 DK6546.No vertical observational check was made to the station.
 DK6546
 DK6546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6546.GEOID18 height accuracy estimate available here.
 DK6546
 DK6546.Click photographs - Photos may exist for this station.
 DK6546
 DK6546.The dynamic height is computed by dividing the NAVD 88
 DK6546.geopotential number by the normal gravity value computed on the
 DK6546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6546.degrees latitude (g = 980.6199 gals.).
 DK6546
 DK6546.The modeled gravity was interpolated from observed gravity values.
 DK6546
 DK6546;                    North         East    Units  Estimated Accuracy
 DK6546;SPC NJ       -    87,221.7     122,232.9     MT  (+/- 3 meters HH1 GPS) 
 DK6546
 DK6546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1515785442(NAD 83)
 DK6546
 DK6546                          SUPERSEDED SURVEY CONTROL
 DK6546
 DK6546.No superseded survey control is available for this station.
 DK6546
 DK6546_MARKER: DD = SURVEY DISK
 DK6546_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6546_SP_SET: ELECTRIC MANHOLE RIM
 DK6546_STAMPING: 1 C 2 2006
 DK6546_MARK LOGO: NJGS
 DK6546_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6546+STABILITY: SURFACE MOTION
 DK6546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6546+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2019
 DK6546
 DK6546  HISTORY     - Date     Condition        Report By
 DK6546  HISTORY     - 20060921 MONUMENTED       NJGS
 DK6546  HISTORY     - 20100325 GOOD             NJGS
 DK6546  HISTORY     - 20191217 GOOD             NJGS
 DK6546
 DK6546                          STATION DESCRIPTION
 DK6546
 DK6546'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6546'THE STATION IS LOCATED IN HAMMONTON, SET IN A DRILL HOLE IN THE
 DK6546'NORTHEAST CORNER OF AN ELECTRICAL MANHOLE RIM IN THE TRIANGULAR
 DK6546'TRAFFIC ISLAND AT THE JUNCTION OF SECOND ROAD AND TWELFTH STREET (NJ
 DK6546'ROUTE 54).  TO REACH THE STATION FROM THE RAILROAD GRADE CROSSING OF
 DK6546'TWELFTH STREET (NJ ROUTE 54) AND THE NJ TRANSIT ATLANTIC CITY LINE IN
 DK6546'HAMMONTON, GO ABOUT 1.6 MI (2.57 KM) SOUTHWEST TO THE STATION ON THE
 DK6546'LEFT.
 DK6546'
 DK6546'THE STATION IS 48.3 FT (14.7 M) SOUTHEAST OF THE CENTERLINE OF TWELFTH
 DK6546'STREET (NJ ROUTE 54), 18.3 FT (5.6 M) SOUTHWEST OF THE CENTERLINE OF
 DK6546'SECOND ROAD, 2.6 FT (0.8 M) NORTH OF POLE NUMBER H27315 BT11061H, 40.9
 DK6546'FT (12.5 M) EAST OF POLE NUMBER H11353 BT58-55HN.
 DK6546
 DK6546                          STATION RECOVERY (2010)
 DK6546
 DK6546'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DK6546'RECOVERED IN GOOD CONDITION.
 DK6546
 DK6546                          STATION RECOVERY (2019)
 DK6546
 DK6546'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 DK6546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8279 ***********************************************************************
 DN8279  DESIGNATION -  1 C 3
 DN8279  PID         -  DN8279
 DN8279  STATE/COUNTY-  NJ/ATLANTIC
 DN8279  COUNTRY     -  US
 DN8279  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8279
 DN8279                         *CURRENT SURVEY CONTROL
 DN8279  ______________________________________________________________________
 DN8279* NAD 83(1986) POSITION- 39 26 00.     (N) 074 30 48.     (W)   SCALED
 DN8279* NAVD 88 ORTHO HEIGHT -     4.895 (meters)       16.06  (feet) ADJUSTED
 DN8279  ______________________________________________________________________
 DN8279  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 DN8279  DYNAMIC HEIGHT  -          4.893 (meters)       16.05  (feet) COMP
 DN8279  MODELED GRAVITY -    980,121.5   (mgal)                       NAVD 88
 DN8279
 DN8279  VERT ORDER      -  FIRST     CLASS II
 DN8279
 DN8279.The horizontal coordinates were scaled from a map and have
 DN8279.an estimated accuracy of +/- 6 seconds.
 DN8279
 DN8279.The orthometric height was determined by differential leveling and
 DN8279.adjusted by the NATIONAL GEODETIC SURVEY
 DN8279.in April 2013.
 DN8279
 DN8279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8279.GEOID18 height accuracy estimate available here.
 DN8279
 DN8279.Click photographs - Photos may exist for this station.
 DN8279
 DN8279.The dynamic height is computed by dividing the NAVD 88
 DN8279.geopotential number by the normal gravity value computed on the
 DN8279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8279.degrees latitude (g = 980.6199 gals.).
 DN8279
 DN8279.The modeled gravity was interpolated from observed gravity values.
 DN8279
 DN8279;                    North         East    Units  Estimated Accuracy
 DN8279;SPC NJ       -    66,600.      148,850.      MT  (+/- 180 meters Scaled)
 DN8279
 DN8279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ418649(NAD 83)
 DN8279
 DN8279                          SUPERSEDED SURVEY CONTROL
 DN8279
 DN8279.No superseded survey control is available for this station.
 DN8279
 DN8279_MARKER: DD = SURVEY DISK
 DN8279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8279_STAMPING: 1 C 3 2010
 DN8279_MARK LOGO: NJDT
 DN8279_PROJECTION: PROJECTING 5 CENTIMETERS
 DN8279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8279+STABILITY: SURFACE MOTION
 DN8279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8279+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN8279
 DN8279  HISTORY     - Date     Condition        Report By
 DN8279  HISTORY     - UNK      MONUMENTED       NJDT
 DN8279  HISTORY     - 20100510 GOOD             NJGS
 DN8279
 DN8279                          STATION DESCRIPTION
 DN8279
 DN8279'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8279'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8279'U.S. HIGHWAY 30.
 DN8279'
 DN8279'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8279'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8279'SOUTHEAST ON U.S. HIGHWAY 30 FOR 1.9 M (6.2 FT) TO THE STATION ON THE
 DN8279'RIGHT, PROJECTING ABOUT 0.05 M (0.2 FT) ABOVE THE GROUND IN FRONT OF A
 DN8279'VACANT LOT.
 DN8279'
 DN8279'THE STATION IS 1.5 M (4.9 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8279'U.S. HIGHWAY 30, 11.2 M (36.7 FT) NORTHWEST FROM THE CENTER LINE OF A
 DN8279'PAVED DRIVE LEADING INTO THE VACANT LOT AND 1.0 M (3.3 FT) EAST FROM A
 DN8279'METAL POST WITH SIGN PRIVATE PROPERTY NO TRESPASSING AND WITNESS SIGN
 DN8279'ATTACHED.
 DN8279'
 DN8279'THE DISK SHOWS SCRAPE MARKS FROM PRIOR LAWN MOWING OPERATIONS.
 DN8279'
 DN8279'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION 941+00.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8303 ***********************************************************************
 DN8303  DESIGNATION -  1 C 4
 DN8303  PID         -  DN8303
 DN8303  STATE/COUNTY-  NJ/ATLANTIC
 DN8303  COUNTRY     -  US
 DN8303  USGS QUAD   -  OCEANVILLE (2019)
 DN8303
 DN8303                         *CURRENT SURVEY CONTROL
 DN8303  ______________________________________________________________________
 DN8303* NAD 83(1986) POSITION- 39 25 15.     (N) 074 29 52.     (W)   SCALED
 DN8303* NAVD 88 ORTHO HEIGHT -     2.105 (meters)        6.91  (feet) ADJUSTED
 DN8303  ______________________________________________________________________
 DN8303  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 DN8303  DYNAMIC HEIGHT  -          2.104 (meters)        6.90  (feet) COMP
 DN8303  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 DN8303
 DN8303  VERT ORDER      -  FIRST     CLASS II
 DN8303
 DN8303.The horizontal coordinates were scaled from a map and have
 DN8303.an estimated accuracy of +/- 6 seconds.
 DN8303
 DN8303.The orthometric height was determined by differential leveling and
 DN8303.adjusted by the NATIONAL GEODETIC SURVEY
 DN8303.in April 2013.
 DN8303
 DN8303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8303.GEOID18 height accuracy estimate available here.
 DN8303
 DN8303.Click photographs - Photos may exist for this station.
 DN8303
 DN8303.The dynamic height is computed by dividing the NAVD 88
 DN8303.geopotential number by the normal gravity value computed on the
 DN8303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8303.degrees latitude (g = 980.6199 gals.).
 DN8303
 DN8303.The modeled gravity was interpolated from observed gravity values.
 DN8303
 DN8303;                    North         East    Units  Estimated Accuracy
 DN8303;SPC NJ       -    65,220.      150,190.      MT  (+/- 180 meters Scaled)
 DN8303
 DN8303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ432635(NAD 83)
 DN8303
 DN8303                          SUPERSEDED SURVEY CONTROL
 DN8303
 DN8303.No superseded survey control is available for this station.
 DN8303
 DN8303_MARKER: DD = SURVEY DISK
 DN8303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8303_STAMPING: 1 C 4 2010
 DN8303_MARK LOGO: NJDT
 DN8303_PROJECTION: FLUSH
 DN8303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8303+STABILITY: SURFACE MOTION
 DN8303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8303+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DN8303
 DN8303  HISTORY     - Date     Condition        Report By
 DN8303  HISTORY     - UNK      MONUMENTED       NJDT
 DN8303  HISTORY     - 20100920 GOOD             NJGS
 DN8303
 DN8303                          STATION DESCRIPTION
 DN8303
 DN8303'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DN8303'THE STATION IS LOCATED IN ABSECON, ON THE NORTHEAST SIDE OF THE
 DN8303'WESTBOUND LANES OF ABSECON BOULEVARD (US HIGHWAY 30).
 DN8303'
 DN8303'TO REACH THE STATION FROM THE JUNCTION OF ABSECON BOULEVARD (US
 DN8303'HIGHWAY 30) AND ILLINOIS AVENUE (COUNTY ROAD 631)/TURNER AVENUE, GO
 DN8303'ABOUT 0.1 MI (0.2 KM) NORTHWEST ON ABSECON BOULEVARD (US HIGHWAY 30)
 DN8303'TO THE STATION ON THE RIGHT.
 DN8303'
 DN8303'THE STATION IS 7.8 FT (2.4 M) NORTHEAST OF THE EAST CURBLINE OF THE
 DN8303'WESTBOUND LANES OF ABSECON BOULEVARD (US HIGHWAY 30), 26 FT (7.9 M)
 DN8303'SOUTHEAST OF AN INLET CURB PIECE, 99.2 FT (30.2 M) SOUTH-SOUTHEAST OF
 DN8303'A PVC SOUTH JERSEY GAS WARNING POST, 176.1 FT (53.7 M) SOUTH-SOUTHEAST
 DN8303'OF A ROAD SIGN (157 NORTH, NEW GRETNA KEEP RIGHT), 212 FT (64.6 M)
 DN8303'NORTHEAST OF THE CENTERLINE OF THE NORTHERLY DRIVEWAY FROM A MOBIL GAS
 DN8303'STATION.
 DN8303'
 DN8303'THE ELEVATION WAS ESTABLISHED ON THE DATUM POINT (PUNCHMARK) WHICH IS
 DN8303'OFFSET TO THE EAST SIDE OF THE DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8260 ***********************************************************************
 DQ8260  DESIGNATION -  1 C 5
 DQ8260  PID         -  DQ8260
 DQ8260  STATE/COUNTY-  NJ/ATLANTIC
 DQ8260  COUNTRY     -  US
 DQ8260  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8260
 DQ8260                         *CURRENT SURVEY CONTROL
 DQ8260  ______________________________________________________________________
 DQ8260* NAD 83(1986) POSITION- 39 21 28.83   (N) 074 25 19.94   (W)   HD_HELD1
 DQ8260* NAVD 88 ORTHO HEIGHT -     3.851 (meters)       12.63  (feet) ADJUSTED
 DQ8260  ______________________________________________________________________
 DQ8260  GEOID HEIGHT    -        -34.447 (meters)                     GEOID18
 DQ8260  DYNAMIC HEIGHT  -          3.849 (meters)       12.63  (feet) COMP
 DQ8260  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 DQ8260
 DQ8260  VERT ORDER      -  FIRST     CLASS II
 DQ8260
 DQ8260.The horizontal coordinates were determined by differentially corrected
 DQ8260.hand held GPS observations or other comparable positioning techniques
 DQ8260.and have an estimated accuracy of +/- 3 meters.
 DQ8260
 DQ8260.The orthometric height was determined by differential leveling and
 DQ8260.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8260.in August 2018.
 DQ8260
 DQ8260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8260.GEOID18 height accuracy estimate available here.
 DQ8260
 DQ8260.Click photographs - Photos may exist for this station.
 DQ8260
 DQ8260.The dynamic height is computed by dividing the NAVD 88
 DQ8260.geopotential number by the normal gravity value computed on the
 DQ8260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8260.degrees latitude (g = 980.6199 gals.).
 DQ8260
 DQ8260.The modeled gravity was interpolated from observed gravity values.
 DQ8260
 DQ8260;                    North         East    Units  Estimated Accuracy
 DQ8260;SPC NJ       -    58,245.1     156,704.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8260
 DQ8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4977956665(NAD 83)
 DQ8260
 DQ8260                          SUPERSEDED SURVEY CONTROL
 DQ8260
 DQ8260.No superseded survey control is available for this station.
 DQ8260
 DQ8260_MARKER: DD = SURVEY DISK
 DQ8260_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8260+WITH SETTING: PAVEMENT
 DQ8260_SP_SET: RAMP
 DQ8260_STAMPING: 1 C 5 2017
 DQ8260_MARK LOGO: NJGS
 DQ8260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8260+STABILITY: SURFACE MOTION
 DQ8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8260+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8260
 DQ8260  HISTORY     - Date     Condition        Report By
 DQ8260  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8260
 DQ8260                          STATION DESCRIPTION
 DQ8260
 DQ8260'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8260'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-SOUTHEAST OF
 DQ8260'PLEASANTVILLE, 4.7 MI (7.6 KM) SOUTHWEST OF BRIGANTINE AND IN ATLANTIC
 DQ8260'CITY, NJ.
 DQ8260'
 DQ8260'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE TOP
 DQ8260'OF THE VEHICULAR RAMP LEADING FROM THE SOUTHEAST END OF NORTH CAROLINA
 DQ8260'AVENUE TO THE BOARDWALK.
 DQ8260'
 DQ8260'THE STATION IS 0.8 FT (24 CM) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DQ8260'RAMP CURB, 13.9 FT (4.2 M) WEST-SOUTHWEST OF THE EAST CURB RAMP, 15.8
 DQ8260'FT (4.8 M) NORTH OF THE EDGE OF THE CONCRETE AND WOOD BOARDWALK, 24.7
 DQ8260'FT (7.5 M) NORTHEAST FROM THE CORNER OF A METAL RAIL FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8285 ***********************************************************************
 DQ8285  DESIGNATION -  1 C 6
 DQ8285  PID         -  DQ8285
 DQ8285  STATE/COUNTY-  NJ/ATLANTIC
 DQ8285  COUNTRY     -  US
 DQ8285  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8285
 DQ8285                         *CURRENT SURVEY CONTROL
 DQ8285  ______________________________________________________________________
 DQ8285* NAD 83(1986) POSITION- 39 22 15.45   (N) 074 28 38.55   (W)   HD_HELD1
 DQ8285* NAVD 88 ORTHO HEIGHT -     2.178 (meters)        7.15  (feet) ADJUSTED
 DQ8285  ______________________________________________________________________
 DQ8285  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 DQ8285  DYNAMIC HEIGHT  -          2.177 (meters)        7.14  (feet) COMP
 DQ8285  MODELED GRAVITY -    980,109.7   (mgal)                       NAVD 88
 DQ8285
 DQ8285  VERT ORDER      -  FIRST     CLASS II
 DQ8285
 DQ8285.The horizontal coordinates were determined by differentially corrected
 DQ8285.hand held GPS observations or other comparable positioning techniques
 DQ8285.and have an estimated accuracy of +/- 3 meters.
 DQ8285
 DQ8285.The orthometric height was determined by differential leveling and
 DQ8285.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8285.in August 2018.
 DQ8285
 DQ8285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8285.GEOID18 height accuracy estimate available here.
 DQ8285
 DQ8285.Click photographs - Photos may exist for this station.
 DQ8285
 DQ8285.The dynamic height is computed by dividing the NAVD 88
 DQ8285.geopotential number by the normal gravity value computed on the
 DQ8285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8285.degrees latitude (g = 980.6199 gals.).
 DQ8285
 DQ8285.The modeled gravity was interpolated from observed gravity values.
 DQ8285
 DQ8285;                    North         East    Units  Estimated Accuracy
 DQ8285;SPC NJ       -    59,680.0     151,949.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8285
 DQ8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4501758073(NAD 83)
 DQ8285
 DQ8285                          SUPERSEDED SURVEY CONTROL
 DQ8285
 DQ8285.No superseded survey control is available for this station.
 DQ8285
 DQ8285_MARKER: DD = SURVEY DISK
 DQ8285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8285_STAMPING: 1 C 6 2017
 DQ8285_MARK LOGO: NJGS
 DQ8285_PROJECTION: RECESSED 5 CENTIMETERS
 DQ8285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8285+STABILITY: SURFACE MOTION
 DQ8285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8285+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2017
 DQ8285
 DQ8285  HISTORY     - Date     Condition        Report By
 DQ8285  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8285  HISTORY     - 20170505 GOOD             NJGS
 DQ8285
 DQ8285                          STATION DESCRIPTION
 DQ8285
 DQ8285'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8285'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF
 DQ8285'BRIGANTINE, 2.8 MI (4.5 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 DQ8285'ATLANTIC CITY.
 DQ8285'
 DQ8285'IN ATLANTIC CITY, AT THE SOUTHEAST ENTRANCE DRIVEWAY TO AN OFF-STREET
 DQ8285'PARKING LOT AND DRIVEWAY TO A BOAT FACILITY, ON THE NORTHEAST SIDE OF
 DQ8285'THE WESTBOUND LANES OF ALBANY BOULEVARD (U.S. HIGHWAY 322/40).
 DQ8285'
 DQ8285'IT IS 115 FT (35.1 M) NORTHWEST OF AN ENTRANCE ROAD FOR THE ATLANTIC
 DQ8285'CITY BOAT YARD MARINA, 0.5 FT (15 CM) NORTHEAST OF THE NORTHEAST CURB
 DQ8285'OF ALBANY BOULEVARD (U.S. HIGHWAY 322/40), 84.7 FT (25.8 M) SOUTHEAST
 DQ8285'OF POLE NUMBER A353, 49 FT (14.9 M) NORTHWEST OF POLE NUMBER A6531, 9
 DQ8285'FT (2.7 M) NORTHWEST OF A FIRE HYDRANT AND 149 FT (45.4 M) SOUTHEAST
 DQ8285'OF A PEDESTRIAN TRAFFIC SIGNAL FOR ALBANY BOULEVARD (U.S. HIGHWAY
 DQ8285'322/40).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7222 ***********************************************************************
 DR7222  DESIGNATION -  1 C 7
 DR7222  PID         -  DR7222
 DR7222  STATE/COUNTY-  NJ/ATLANTIC
 DR7222  COUNTRY     -  US
 DR7222  USGS QUAD   -  OCEANVILLE (2019)
 DR7222
 DR7222                         *CURRENT SURVEY CONTROL
 DR7222  ______________________________________________________________________
 DR7222* NAD 83(1986) POSITION- 39 23 40.01   (N) 074 22 45.38   (W)   HD_HELD1
 DR7222* NAVD 88 ORTHO HEIGHT -     2.810 (meters)        9.22  (feet) ADJUSTED
 DR7222  ______________________________________________________________________
 DR7222  GEOID HEIGHT    -        -34.343 (meters)                     GEOID18
 DR7222  DYNAMIC HEIGHT  -          2.809 (meters)        9.22  (feet) COMP
 DR7222  MODELED GRAVITY -    980,112.6   (mgal)                       NAVD 88
 DR7222
 DR7222  VERT ORDER      -  FIRST     CLASS II
 DR7222
 DR7222.The horizontal coordinates were determined by differentially corrected
 DR7222.hand held GPS observations or other comparable positioning techniques
 DR7222.and have an estimated accuracy of +/- 3 meters.
 DR7222
 DR7222.The orthometric height was determined by differential leveling and
 DR7222.adjusted by the NATIONAL GEODETIC SURVEY
 DR7222.in March 2022.
 DR7222
 DR7222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7222.GEOID18 height accuracy estimate available here.
 DR7222
 DR7222.Click photographs - Photos may exist for this station.
 DR7222
 DR7222.The dynamic height is computed by dividing the NAVD 88
 DR7222.geopotential number by the normal gravity value computed on the
 DR7222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7222.degrees latitude (g = 980.6199 gals.).
 DR7222
 DR7222.The modeled gravity was interpolated from observed gravity values.
 DR7222
 DR7222;                    North         East    Units  Estimated Accuracy
 DR7222;SPC NJ       -    62,294.3     160,398.9     MT  (+/- 3 meters HH1 GPS) 
 DR7222
 DR7222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5345060734(NAD 83)
 DR7222
 DR7222                          SUPERSEDED SURVEY CONTROL
 DR7222
 DR7222.No superseded survey control is available for this station.
 DR7222
 DR7222_MARKER: DD = SURVEY DISK
 DR7222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7222_SP_SET: CURB
 DR7222_STAMPING: 1 C 7 2021
 DR7222_MARK LOGO: USACE
 DR7222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7222+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 DR7222
 DR7222  HISTORY     - Date     Condition        Report By
 DR7222  HISTORY     - 2021     MONUMENTED       USACE
 DR7222  HISTORY     - 20210607 GOOD             NJGS
 DR7222
 DR7222                          STATION DESCRIPTION
 DR7222
 DR7222'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7222'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF OCEANVILLE,
 DR7222'3.2 MI (5.1 KM) NORTHEAST OF ATLANTIC CITY AND 1.3 MI (2.1 KM)
 DR7222'SOUTHWEST OF BRIGANTINE CITY, NEW JERSEY.
 DR7222'
 DR7222'TO REACH THE STATION FROM THE INTERSECTION OF BAYSHORE AVENUE AND 26TH
 DR7222'STREET, GO SOUTHEAST ON 26TH STREET FOR ABOUT 0.42 MI (0.68 KM) PAST
 DR7222'THE INTERSECTION WITH OCEAN AVENUE TO THE STATION ON THE LEFT SET IN
 DR7222'THE CURB NEAR A RECTANGULAR CONCRETE PAD IN THE PARKING LOT NEAR THE
 DR7222'BEACH.
 DR7222'
 DR7222'THE STATION IS 33.08 FT (10.1 M) SOUTHEAST FROM UTILITY POLE NUMBER
 DR7222'A22129, 39 FT (11.9 M) SOUTHWEST FROM AN INLET, 6 FT (1.8 M) WEST FROM
 DR7222'THE WESTERN EDGE ON THE CONCRETE PAD AND 33.33 FT (10.2 M) SOUTH FROM
 DR7222'THE CENTERLINE OF 26TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7237 ***********************************************************************
 DR7237  DESIGNATION -  1 C 8
 DR7237  PID         -  DR7237
 DR7237  STATE/COUNTY-  NJ/ATLANTIC
 DR7237  COUNTRY     -  US
 DR7237  USGS QUAD   -  OCEANVILLE (2019)
 DR7237
 DR7237                         *CURRENT SURVEY CONTROL
 DR7237  ______________________________________________________________________
 DR7237* NAD 83(1986) POSITION- 39 23 35.99   (N) 074 24 20.50   (W)   HD_HELD1
 DR7237* NAVD 88 ORTHO HEIGHT -     1.615 (meters)        5.30  (feet) ADJUSTED
 DR7237  ______________________________________________________________________
 DR7237  GEOID HEIGHT    -        -34.315 (meters)                     GEOID18
 DR7237  DYNAMIC HEIGHT  -          1.614 (meters)        5.30  (feet) COMP
 DR7237  MODELED GRAVITY -    980,112.2   (mgal)                       NAVD 88
 DR7237
 DR7237  VERT ORDER      -  FIRST     CLASS II
 DR7237
 DR7237.The horizontal coordinates were determined by differentially corrected
 DR7237.hand held GPS observations or other comparable positioning techniques
 DR7237.and have an estimated accuracy of +/- 3 meters.
 DR7237
 DR7237.The orthometric height was determined by differential leveling and
 DR7237.adjusted by the NATIONAL GEODETIC SURVEY
 DR7237.in March 2022.
 DR7237
 DR7237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7237.GEOID18 height accuracy estimate available here.
 DR7237
 DR7237.Click photographs - Photos may exist for this station.
 DR7237
 DR7237.The dynamic height is computed by dividing the NAVD 88
 DR7237.geopotential number by the normal gravity value computed on the
 DR7237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7237.degrees latitude (g = 980.6199 gals.).
 DR7237
 DR7237.The modeled gravity was interpolated from observed gravity values.
 DR7237
 DR7237;                    North         East    Units  Estimated Accuracy
 DR7237;SPC NJ       -    62,167.6     158,123.1     MT  (+/- 3 meters HH1 GPS) 
 DR7237
 DR7237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5117660594(NAD 83)
 DR7237
 DR7237                          SUPERSEDED SURVEY CONTROL
 DR7237
 DR7237.No superseded survey control is available for this station.
 DR7237
 DR7237_MARKER: DD = SURVEY DISK
 DR7237_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7237_SP_SET: CURB
 DR7237_STAMPING: 1 C 8 2021
 DR7237_MARK LOGO: NJGS
 DR7237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7237+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2021
 DR7237
 DR7237  HISTORY     - Date     Condition        Report By
 DR7237  HISTORY     - 20210714 MONUMENTED       NJGS
 DR7237
 DR7237                          STATION DESCRIPTION
 DR7237
 DR7237'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 DR7237'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF
 DR7237'OCEANVILLE, 2.5 MI (4.0 KM) WEST-SOUTHWEST OF BRIGANTINE AND 2.2 MI
 DR7237'(3.5 KM) NORTH-NORTHEAST OF ATLANTIC CITY.
 DR7237'
 DR7237'TO REACH FROM THE INTERSECTION OF BRIGANTINE BOULEVARD (COUNTY ROAD
 DR7237'638) AND HARBOR BEACH BOULEVARD GO WEST ON BRIGANTINE BOULEVARD FOR
 DR7237'0.4 MI (0.6 KM) TO THE STATION IN THE CURB ON THE RIGHT SET IN A DRILL
 DR7237'HOLE.
 DR7237'
 DR7237'IT IS 102 FT (31.1 M) SOUTHWEST OF GREEN-YELLOW FIRE HYDRANT, 50.3 FT
 DR7237'(15.3 M) NORTHEAST OF POLE NUMBER A12714, 22.6 FT (6.9 M) NORTHWEST OF
 DR7237'THE CENTERLINE OF SOUTHBOUND LANES OF BRIGANTINE BOULEVARD, 107.5 FT
 DR7237'(32.8 M) SOUTHWEST OF POLE NUMBER A13022 AND 23.6 FT (7.2 M) SOUTHWEST
 DR7237'OF THE CENTERLINE OF THE DRIVEWAY LEADING TO HOUSE NUMBER 4305.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0156 ***********************************************************************
 KV0156  DESIGNATION -  1 C OF P
 KV0156  PID         -  KV0156
 KV0156  STATE/COUNTY-  NJ/PASSAIC
 KV0156  COUNTRY     -  US
 KV0156  USGS QUAD   -  PATERSON (2016)
 KV0156
 KV0156                         *CURRENT SURVEY CONTROL
 KV0156  ______________________________________________________________________
 KV0156* NAD 83(1986) POSITION- 40 55 05.     (N) 074 07 56.     (W)   SCALED
 KV0156* NAVD 88 ORTHO HEIGHT -    15.545 (meters)       51.00  (feet) ADJUSTED
 KV0156  ______________________________________________________________________
 KV0156  GEOID HEIGHT    -        -32.136 (meters)                     GEOID18
 KV0156  DYNAMIC HEIGHT  -         15.539 (meters)       50.98  (feet) COMP
 KV0156  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 KV0156
 KV0156  VERT ORDER      -  FIRST     CLASS II
 KV0156
 KV0156.The horizontal coordinates were scaled from a map and have
 KV0156.an estimated accuracy of +/- 6 seconds.
 KV0156
 KV0156.The orthometric height was determined by differential leveling and
 KV0156.adjusted by the NATIONAL GEODETIC SURVEY
 KV0156.in June 1991.
 KV0156
 KV0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0156.GEOID18 height accuracy estimate available here.
 KV0156
 KV0156.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL730300(NAD 83)
 KV0156
 KV0156                          SUPERSEDED SURVEY CONTROL
 KV0156
 KV0156  NGVD 29 (11/26/84)   15.841  (m)           51.97   (f) ADJUSTED    1 2
 KV0156
 KV0156.Superseded values are not recommended for survey control.
 KV0156
 KV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0156.See file dsdata.pdf to determine how the superseded data were derived.
 KV0156
 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 = JULY 24, 2026 22:12:30 EDT
 JU4357 ***********************************************************************
 JU4357  DESIGNATION -  1 D 1
 JU4357  PID         -  JU4357
 JU4357  STATE/COUNTY-  NJ/ATLANTIC
 JU4357  COUNTRY     -  US
 JU4357  USGS QUAD   -  FIVE POINTS (2019)
 JU4357
 JU4357                         *CURRENT SURVEY CONTROL
 JU4357  ______________________________________________________________________
 JU4357* NAD 83(2011) POSITION- 39 28 52.34163(N) 074 55 13.30965(W)   ADJUSTED
 JU4357* NAD 83(2011) ELLIP HT-    -1.479 (meters)        (06/27/12)   ADJUSTED
 JU4357* NAD 83(2011) EPOCH   -  2010.00
 JU4357* NAVD 88 ORTHO HEIGHT -    32.3   (meters)      106.    (feet) GPS OBS
 JU4357  ______________________________________________________________________
 JU4357  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4357  GEOID HEIGHT    -        -34.120 (meters)                     GEOID93
 JU4357  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 JU4357  NAD 83(2011) X  -  1,282,473.622 (meters)                     COMP
 JU4357  NAD 83(2011) Y  - -4,759,784.078 (meters)                     COMP
 JU4357  NAD 83(2011) Z  -  4,033,692.289 (meters)                     COMP
 JU4357  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 JU4357
 JU4357  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4357  Standards:
 JU4357         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4357            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4357  -------------------------------------------------------------------
 JU4357  NETWORK    0.36   0.69           0.16   0.13   0.35     -0.10902013
 JU4357  -------------------------------------------------------------------
 JU4357  Click here for local accuracies and other accuracy information.
 JU4357
 JU4357.The horizontal coordinates were established by GPS observations
 JU4357.and adjusted by the National Geodetic Survey in June 2012.
 JU4357
 JU4357.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4357.been affixed to the stable North American tectonic plate. See 
 JU4357.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4357
 JU4357.The horizontal coordinates are valid at the epoch date displayed above
 JU4357.which is a decimal equivalence of Year/Month/Day.
 JU4357
 JU4357.The orthometric height was determined by GPS observations and a
 JU4357.high-resolution geoid model.
 JU4357
 JU4357.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4357.GEOID18 height accuracy estimate available here.
 JU4357
 JU4357.Click photographs - Photos may exist for this station.
 JU4357
 JU4357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4357
 JU4357.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4357
 JU4357.The ellipsoidal height was determined by GPS observations
 JU4357.and is referenced to NAD 83.
 JU4357
 JU4357. The following values were computed from the NAD 83(2011) position.
 JU4357
 JU4357;                    North         East     Units Scale Factor Converg.
 JU4357;SPC NJ       -    72,003.000   113,836.891   MT  0.99991610   -0 16 02.2
 JU4357;SPC NJ       -   236,229.84    373,479.87   sFT  0.99991610   -0 16 02.2
 JU4357;UTM  18      - 4,370,181.769   506,848.887   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0684870181(NAD 83)
 JU4357
 JU4357                          SUPERSEDED SURVEY CONTROL
 JU4357
 JU4357  NAD 83(2007)-  39 28 52.34196(N)    074 55 13.31029(W) AD(2002.00) 0
 JU4357  ELLIP H (02/10/07)   -1.469  (m)                       GP(2002.00)    
 JU4357  ELLIP H (10/23/02)   -1.457  (m)                       GP(       ) 4 1
 JU4357  NAD 83(1996)-  39 28 52.34201(N)    074 55 13.31058(W) AD(       ) 1
 JU4357  ELLIP H (05/14/99)   -1.460  (m)                       GP(       ) 4 1
 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
 JU4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4357.See file dsdata.pdf to determine how the superseded data were derived.
 JU4357
 JU4357_MARKER: DD = SURVEY DISK
 JU4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4357_STAMPING: 1 D 1 1993
 JU4357_MARK LOGO: NJGS
 JU4357_PROJECTION: RECESSED 15 CENTIMETERS
 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 - July 23, 2019
 JU4357
 JU4357  HISTORY     - Date     Condition        Report By
 JU4357  HISTORY     - 1993     MONUMENTED       NJGS
 JU4357  HISTORY     - 20031013 GOOD             INDIV
 JU4357  HISTORY     - 20130814 POOR             CANJDE
 JU4357  HISTORY     - 20190723 GOOD             NJGS
 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.
 JU4357
 JU4357                          STATION RECOVERY (2013)
 JU4357
 JU4357'RECOVERY NOTE BY COUNTY OF ATLANTIC NJ DIVISION 2013
 JU4357'A NJ TRANSIT BUS SHELTER HAS BEEN CONSTRUCTED WITHIN 0.2 FT. OF THE
 JU4357'STATION. THE STATION IS NO LONGER SUITABLE FOR GPS OBSERVATIONS.
 JU4357
 JU4357                          STATION RECOVERY (2019)
 JU4357
 JU4357'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU4357'MORE THAN THREE-FOURTH OF THE SKY IS AVAILABLE FOR GPS OBSERVATION.
 JU4357'THE STATION MAY HAVE MOVED DUE TO THE WEIGHT OF THE CONCRETE SLAB.
 JU4357'
 JU4357'IT IS 23 M (75.5 FT) WEST OF UTILITY POLE VZ 192, 9.1 M (29.9 FT)
 JU4357'NORTH OF LANDIS AVENUE (COUNTY ROAD 540), 2 M (6.6 FT) SOUTH OF THE
 JU4357'EDGE OF AN ASPHALT PARKING LOT, 0.1 M (0.3 FT) EAST-NORTHEAST OF EDGE
 JU4357'OF CONCRETE SLAB OF TRANSIT STOP AND ABOUT 0.2 M (0.7 FT) LOWER THAN
 JU4357'THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6545 ***********************************************************************
 DK6545  DESIGNATION -  1 D 2
 DK6545  PID         -  DK6545
 DK6545  STATE/COUNTY-  NJ/ATLANTIC
 DK6545  COUNTRY     -  US
 DK6545  USGS QUAD   -  HAMMONTON (2019)
 DK6545
 DK6545                         *CURRENT SURVEY CONTROL
 DK6545  ______________________________________________________________________
 DK6545* NAD 83(1986) POSITION- 39 37 29.     (N) 074 48 59.     (W)   SCALED
 DK6545* NAVD 88 ORTHO HEIGHT -    30.541 (meters)      100.20  (feet) ADJUSTED
 DK6545  ______________________________________________________________________
 DK6545  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 DK6545  DYNAMIC HEIGHT  -         30.525 (meters)      100.15  (feet) COMP
 DK6545  MODELED GRAVITY -    980,130.9   (mgal)                       NAVD 88
 DK6545
 DK6545  VERT ORDER      -  FIRST     CLASS II
 DK6545
 DK6545.The horizontal coordinates were scaled from a map and have
 DK6545.an estimated accuracy of +/- 6 seconds.
 DK6545
 DK6545.The orthometric height was determined by differential leveling and
 DK6545.adjusted by the NATIONAL GEODETIC SURVEY
 DK6545.in February 2010.
 DK6545
 DK6545.No vertical observational check was made to the station.
 DK6545
 DK6545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6545.GEOID18 height accuracy estimate available here.
 DK6545
 DK6545.Click photographs - Photos may exist for this station.
 DK6545
 DK6545.The dynamic height is computed by dividing the NAVD 88
 DK6545.geopotential number by the normal gravity value computed on the
 DK6545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6545.degrees latitude (g = 980.6199 gals.).
 DK6545
 DK6545.The modeled gravity was interpolated from observed gravity values.
 DK6545
 DK6545;                    North         East    Units  Estimated Accuracy
 DK6545;SPC NJ       -    87,900.      122,840.      MT  (+/- 180 meters Scaled)
 DK6545
 DK6545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ157861(NAD 83)
 DK6545
 DK6545                          SUPERSEDED SURVEY CONTROL
 DK6545
 DK6545.No superseded survey control is available for this station.
 DK6545
 DK6545_MARKER: DD = SURVEY DISK
 DK6545_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6545_SP_SET: CURB
 DK6545_STAMPING: 1 D 2 2006
 DK6545_MARK LOGO: NJGS
 DK6545_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6545+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 DK6545
 DK6545  HISTORY     - Date     Condition        Report By
 DK6545  HISTORY     - 20060921 MONUMENTED       NJGS
 DK6545  HISTORY     - 20100325 GOOD             NJGS
 DK6545
 DK6545                          STATION DESCRIPTION
 DK6545
 DK6545'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6545'THE STATION IS LOCATED IN HAMMONTON, SET IN A DRILL HOLE IN THE
 DK6545'NORTHEAST CURB OF TWELFTH STREET (NJ ROUTE 54) BETWEEN HOUSE NUMBER
 DK6545'817 AND 815.  TO REACH THE STATION FROM THE RAILROAD GRADE CROSSING OF
 DK6545'TWELFTH STREET (NJ ROUTE 54) AND THE NJ TRANSIT ATLANTIC CITY LINE IN
 DK6545'HAMMONTON, GO ABOUT 1.0 MI (1.61 KM) SOUTHWEST TO THE STATION ON THE
 DK6545'RIGHT.
 DK6545'
 DK6545'THE STATION IS DIRECTLY ACROSS THE STREET FROM HOUSE NUMBER 816 (2.5
 DK6545'STORY BRICK), 34.5 FT (10.5 M) SOUTHEAST OF POLE NUMBER H31277 (A
 DK6545'SERVICE POLE BETWEEN THE HOUSES), 25.7 FT (7.8 M) SOUTHWEST OF THE
 DK6545'EXIT DRIVEWAY TO HOUSE NUMBER 815, 35.0 FT (10.7 M) NORTHEAST OF THE
 DK6545'DRIVEWAY TO HOUSE NUMBER 817, 127.0 FT (38.7 M) SOUTH-SOUTHWEST OF A
 DK6545'FIRE HYDRANT, 6.4 FT (2.0 M) NORTHEAST OF THE CENTER OF AN INLET OF
 DK6545'THE SOUTHBOUND LANES OF TWELFTH STREET (NJ ROUTE 54).
 DK6545
 DK6545                          STATION RECOVERY (2010)
 DK6545
 DK6545'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DK6545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8280 ***********************************************************************
 DN8280  DESIGNATION -  1 D 3
 DN8280  PID         -  DN8280
 DN8280  STATE/COUNTY-  NJ/ATLANTIC
 DN8280  COUNTRY     -  US
 DN8280  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8280
 DN8280                         *CURRENT SURVEY CONTROL
 DN8280  ______________________________________________________________________
 DN8280* NAD 83(1986) POSITION- 39 25 51.     (N) 074 30 35.     (W)   SCALED
 DN8280* NAVD 88 ORTHO HEIGHT -     4.023 (meters)       13.20  (feet) ADJUSTED
 DN8280  ______________________________________________________________________
 DN8280  GEOID HEIGHT    -        -34.012 (meters)                     GEOID18
 DN8280  DYNAMIC HEIGHT  -          4.021 (meters)       13.19  (feet) COMP
 DN8280  MODELED GRAVITY -    980,121.0   (mgal)                       NAVD 88
 DN8280
 DN8280  VERT ORDER      -  FIRST     CLASS II
 DN8280
 DN8280.The horizontal coordinates were scaled from a map and have
 DN8280.an estimated accuracy of +/- 6 seconds.
 DN8280
 DN8280.The orthometric height was determined by differential leveling and
 DN8280.adjusted by the NATIONAL GEODETIC SURVEY
 DN8280.in April 2013.
 DN8280
 DN8280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8280.GEOID18 height accuracy estimate available here.
 DN8280
 DN8280.Click photographs - Photos may exist for this station.
 DN8280
 DN8280.The dynamic height is computed by dividing the NAVD 88
 DN8280.geopotential number by the normal gravity value computed on the
 DN8280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8280.degrees latitude (g = 980.6199 gals.).
 DN8280
 DN8280.The modeled gravity was interpolated from observed gravity values.
 DN8280
 DN8280;                    North         East    Units  Estimated Accuracy
 DN8280;SPC NJ       -    66,330.      149,160.      MT  (+/- 180 meters Scaled)
 DN8280
 DN8280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ421647(NAD 83)
 DN8280
 DN8280                          SUPERSEDED SURVEY CONTROL
 DN8280
 DN8280.No superseded survey control is available for this station.
 DN8280
 DN8280_MARKER: DD = SURVEY DISK
 DN8280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8280_STAMPING: 1 D 3 2010
 DN8280_MARK LOGO: NJDT
 DN8280_PROJECTION: FLUSH
 DN8280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8280+STABILITY: SURFACE MOTION
 DN8280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8280+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN8280
 DN8280  HISTORY     - Date     Condition        Report By
 DN8280  HISTORY     - UNK      MONUMENTED       NJDT
 DN8280  HISTORY     - 20100510 GOOD             NJGS
 DN8280
 DN8280                          STATION DESCRIPTION
 DN8280
 DN8280'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8280'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8280'U.S. HIGHWAY 30.
 DN8280'
 DN8280'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8280'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8280'SOUTHEAST ON U.S. HIGHWAY 30 FOR 2.1 MI (3.4 KM) TO THE STATION ON THE
 DN8280'RIGHT, SET FLUSH WITH THE GROUND, BETWEEN THE SIDEWALK AND A CONCRETE
 DN8280'PAVED PARKING LOT FOR AUTO ZONE, A ONE STORY CONCRETE BLOCK BUILDING.
 DN8280'
 DN8280'THE STATION IS 2.6 M (8.5 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8280'U.S. HIGHWAY 30, 4.0 M (13.1 FT) WEST FROM THE SOUTHWEST METAL POST
 DN8280'WITH WITNESS SIGN ATTACHED SUPPORTING A LARGE RECTANGULAR TRAFFIC SIGN
 DN8280'SPEED LIMIT 40, 6.5 M (21.3 FT) NORTHWEST FROM A SQUARE METAL LIGHT
 DN8280'POLE IN FRONT OF THE PARKING LOT, 21.1 M (69.2 FT) NORTHWEST FROM THE
 DN8280'CENTER LINE OF THE CONCRETE PAVED ENTRANCE DRIVE LEADING INTO THE
 DN8280'PARKING LOT AND 0.3 M (1.0 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 DN8280'THE SIDEWALK.
 DN8280'
 DN8280'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION 954+00.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8305 ***********************************************************************
 DN8305  DESIGNATION -  1 D 4
 DN8305  PID         -  DN8305
 DN8305  STATE/COUNTY-  NJ/ATLANTIC
 DN8305  COUNTRY     -  US
 DN8305  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8305
 DN8305                         *CURRENT SURVEY CONTROL
 DN8305  ______________________________________________________________________
 DN8305* NAD 83(1986) POSITION- 39 25 38.     (N) 074 30 21.     (W)   SCALED
 DN8305* NAVD 88 ORTHO HEIGHT -     4.566 (meters)       14.98  (feet) ADJUSTED
 DN8305  ______________________________________________________________________
 DN8305  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 DN8305  DYNAMIC HEIGHT  -          4.564 (meters)       14.97  (feet) COMP
 DN8305  MODELED GRAVITY -    980,120.3   (mgal)                       NAVD 88
 DN8305
 DN8305  VERT ORDER      -  FIRST     CLASS II
 DN8305
 DN8305.The horizontal coordinates were scaled from a map and have
 DN8305.an estimated accuracy of +/- 6 seconds.
 DN8305
 DN8305.The orthometric height was determined by differential leveling and
 DN8305.adjusted by the NATIONAL GEODETIC SURVEY
 DN8305.in April 2013.
 DN8305
 DN8305.No vertical observational check was made to the station.
 DN8305
 DN8305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8305.GEOID18 height accuracy estimate available here.
 DN8305
 DN8305.Click photographs - Photos may exist for this station.
 DN8305
 DN8305.The dynamic height is computed by dividing the NAVD 88
 DN8305.geopotential number by the normal gravity value computed on the
 DN8305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8305.degrees latitude (g = 980.6199 gals.).
 DN8305
 DN8305.The modeled gravity was interpolated from observed gravity values.
 DN8305
 DN8305;                    North         East    Units  Estimated Accuracy
 DN8305;SPC NJ       -    65,930.      149,500.      MT  (+/- 180 meters Scaled)
 DN8305
 DN8305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ425643(NAD 83)
 DN8305
 DN8305                          SUPERSEDED SURVEY CONTROL
 DN8305
 DN8305.No superseded survey control is available for this station.
 DN8305
 DN8305_MARKER: DD = SURVEY DISK
 DN8305_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN8305_SP_SET: RAILROAD BRIDGE ABUTMENT
 DN8305_STAMPING: 1 D 4 2010
 DN8305_MARK LOGO: NJGS
 DN8305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8305+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 DN8305
 DN8305  HISTORY     - Date     Condition        Report By
 DN8305  HISTORY     - 20100920 MONUMENTED       NJGS
 DN8305  HISTORY     - 20161206 GOOD             NJGS
 DN8305
 DN8305                          STATION DESCRIPTION
 DN8305
 DN8305'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8305'THE STATION IS LOCATED IN ABSECON, SET IN A DRILL HOLE IN THE EAST
 DN8305'FACE AT THE NORTHEAST END OF THE NORTHWEST ABUTMENT FOR THE RAILROAD
 DN8305'BRIDGE (STRUCTURE NUMBER 0101-151, MILEPOST 42.68) SPANNING WYOMING
 DN8305'AVENUE (US HIGHWAY 9).
 DN8305'
 DN8305'THE STATION IS ABOUT 280 FT (85.3 M) SOUTHWEST OF THE SOUTHWEST
 DN8305'CURBLINE OF ABSECON BOULEVARD (US HIGHWAY 30), 10.2 FT (3.1 M)
 DN8305'NORTHWEST OF THE WEST CURB OF US HIGHWAY 9, 17 FT (5.2 M) NORTHEAST OF
 DN8305'THE CENTER OF THE BRIDGE, 50 FT (15.2 M) SOUTHWEST OF THE CENTERLINE
 DN8305'OF VETERANS WAY, 7.8 FT (2.4 M) WEST-SOUTHWEST OF A FIRE HYDRANT,
 DN8305'ABOUT 300 FT (91.4 M) NORTHEAST OF OHIO AVENUE.
 DN8305'
 DN8305'THE STATION IS ABOUT 4 ABOVE THE LEVEL OF THE SIDEWALK.
 DN8305
 DN8305                          STATION RECOVERY (2016)
 DN8305
 DN8305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DN8305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8261 ***********************************************************************
 DQ8261  DESIGNATION -  1 D 5
 DQ8261  PID         -  DQ8261
 DQ8261  STATE/COUNTY-  NJ/ATLANTIC
 DQ8261  COUNTRY     -  US
 DQ8261  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8261
 DQ8261                         *CURRENT SURVEY CONTROL
 DQ8261  ______________________________________________________________________
 DQ8261* NAD 83(1986) POSITION- 39 21 44.79   (N) 074 25 19.54   (W)   HD_HELD1
 DQ8261* NAVD 88 ORTHO HEIGHT -     2.146 (meters)        7.04  (feet) ADJUSTED
 DQ8261  ______________________________________________________________________
 DQ8261  GEOID HEIGHT    -        -34.428 (meters)                     GEOID18
 DQ8261  DYNAMIC HEIGHT  -          2.145 (meters)        7.04  (feet) COMP
 DQ8261  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 DQ8261
 DQ8261  VERT ORDER      -  FIRST     CLASS II
 DQ8261
 DQ8261.The horizontal coordinates were determined by differentially corrected
 DQ8261.hand held GPS observations or other comparable positioning techniques
 DQ8261.and have an estimated accuracy of +/- 3 meters.
 DQ8261
 DQ8261.The orthometric height was determined by differential leveling and
 DQ8261.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8261.in August 2018.
 DQ8261
 DQ8261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8261.GEOID18 height accuracy estimate available here.
 DQ8261
 DQ8261.Click photographs - Photos may exist for this station.
 DQ8261
 DQ8261.The dynamic height is computed by dividing the NAVD 88
 DQ8261.geopotential number by the normal gravity value computed on the
 DQ8261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8261.degrees latitude (g = 980.6199 gals.).
 DQ8261
 DQ8261.The modeled gravity was interpolated from observed gravity values.
 DQ8261
 DQ8261;                    North         East    Units  Estimated Accuracy
 DQ8261;SPC NJ       -    58,737.2     156,713.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8261
 DQ8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4978557157(NAD 83)
 DQ8261
 DQ8261                          SUPERSEDED SURVEY CONTROL
 DQ8261
 DQ8261.No superseded survey control is available for this station.
 DQ8261
 DQ8261_MARKER: DD = SURVEY DISK
 DQ8261_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8261+WITH SETTING: PAVEMENT
 DQ8261_SP_SET: TRAFFIC SIGNAL BASE
 DQ8261_STAMPING: 1 D 5 2017
 DQ8261_MARK LOGO: NJGS
 DQ8261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8261+STABILITY: SURFACE MOTION
 DQ8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8261+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8261
 DQ8261  HISTORY     - Date     Condition        Report By
 DQ8261  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8261
 DQ8261                          STATION DESCRIPTION
 DQ8261
 DQ8261'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8261'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-SOUTHEAST OF
 DQ8261'PLEASANTVILLE, 4.5 MI (7.2 KM) SOUTHWEST OF BRIGANTINE AND IN ATLANTIC
 DQ8261'CITY, NJ.
 DQ8261'
 DQ8261'IN ATLANTIC CITY, AT THE SOUTHWEST CORNER OF PACIFIC AND VIRGINIA
 DQ8261'AVENUES, IN A TRIANGULAR SHAPED ISLAND, SET IN A DRILL HOLE IN THE
 DQ8261'SOUTHWEST CORNER OF A TRAFFIC SIGNAL BASE.
 DQ8261'
 DQ8261'THE STATION IS 38.5 FT (11.7 M) SOUTHWEST OF THE CENTERLINE OF
 DQ8261'VIRGINIA AVENUE, 10.7 FT (3.3 M) SOUTHWEST OF THE CURB OF VIRGINIA
 DQ8261'AVENUE, 3.6 FT (1.1 M) SOUTHEAST OF THE SOUTHEAST FACE OF CURB FOR A
 DQ8261'HANDICAPPED PATHWAY ON RAMP, 6.4 FT (2.0 M) NORTHEAST OF THE CURB OF
 DQ8261'THE OFF RAMP FROM PACIFIC AVENUE ONTO VIRGINIA AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8286 ***********************************************************************
 DQ8286  DESIGNATION -  1 D 6
 DQ8286  PID         -  DQ8286
 DQ8286  STATE/COUNTY-  NJ/ATLANTIC
 DQ8286  COUNTRY     -  US
 DQ8286  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8286
 DQ8286                         *CURRENT SURVEY CONTROL
 DQ8286  ______________________________________________________________________
 DQ8286* NAD 83(1986) POSITION- 39 22 23.55   (N) 074 28 48.49   (W)   HD_HELD1
 DQ8286* NAVD 88 ORTHO HEIGHT -     2.104 (meters)        6.90  (feet) ADJUSTED
 DQ8286  ______________________________________________________________________
 DQ8286  GEOID HEIGHT    -        -34.316 (meters)                     GEOID18
 DQ8286  DYNAMIC HEIGHT  -          2.103 (meters)        6.90  (feet) COMP
 DQ8286  MODELED GRAVITY -    980,110.2   (mgal)                       NAVD 88
 DQ8286
 DQ8286  VERT ORDER      -  FIRST     CLASS II
 DQ8286
 DQ8286.The horizontal coordinates were determined by differentially corrected
 DQ8286.hand held GPS observations or other comparable positioning techniques
 DQ8286.and have an estimated accuracy of +/- 3 meters.
 DQ8286
 DQ8286.The orthometric height was determined by differential leveling and
 DQ8286.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8286.in August 2018.
 DQ8286
 DQ8286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8286.GEOID18 height accuracy estimate available here.
 DQ8286
 DQ8286.Click photographs - Photos may exist for this station.
 DQ8286
 DQ8286.The dynamic height is computed by dividing the NAVD 88
 DQ8286.geopotential number by the normal gravity value computed on the
 DQ8286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8286.degrees latitude (g = 980.6199 gals.).
 DQ8286
 DQ8286.The modeled gravity was interpolated from observed gravity values.
 DQ8286
 DQ8286;                    North         East    Units  Estimated Accuracy
 DQ8286;SPC NJ       -    59,929.7     151,711.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8286
 DQ8286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4477858322(NAD 83)
 DQ8286
 DQ8286                          SUPERSEDED SURVEY CONTROL
 DQ8286
 DQ8286.No superseded survey control is available for this station.
 DQ8286
 DQ8286_MARKER: DD = SURVEY DISK
 DQ8286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8286_SP_SET: BOX CULVERT
 DQ8286_STAMPING: 1 D 6 2017
 DQ8286_MARK LOGO: NJGS
 DQ8286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8286+STABILITY: SURFACE MOTION
 DQ8286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8286+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2017
 DQ8286
 DQ8286  HISTORY     - Date     Condition        Report By
 DQ8286  HISTORY     - 20170522 MONUMENTED       NJGS
 DQ8286
 DQ8286                          STATION DESCRIPTION
 DQ8286
 DQ8286'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8286'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF
 DQ8286'BRIGANTINE, 3.1 MI (5.0 KM) WEST-NORTHWEST OF ATLANTIC CITY AND 2.6 MI
 DQ8286'(4.2 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8286'
 DQ8286'IN ATLANTIC CITY, AT THE GRASS LEVEL FOR A CULVERT AT THE OFF RAMP
 DQ8286'FROM WESTBOUND LANES OF U.S. HIGHWAY 40/322 ONTO THE ATLANTIC CITY
 DQ8286'EXPRESSWAY, SET IN A DRILL HOLE IN THE TOP OF A BOX CULVERT.
 DQ8286'
 DQ8286'THE STATION IS 3.5 FT (1.1 M) NORTH OF THE SOUTH EDGE OF THE CULVERT,
 DQ8286'35 FT (10.7 M) NORTHWEST OF THE NORTHEAST WOODEN LEG FOR A SIGN
 DQ8286'(ATLANTIC CITY EXPRESSWAY) AT THE OF RAMP, 1.5 FT (0.5 M)
 DQ8286'WEST-SOUTHWEST OF THE WEST FACE OF THE CONCRETE BALUSTRADE AND 35 FT
 DQ8286'(10.7 M) NORTHEAST OF THE NS CURB OF THE WESTBOUND LANES OF U.S.
 DQ8286'HIGHWAY 40/322.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7221 ***********************************************************************
 DR7221  DESIGNATION -  1 D 7
 DR7221  PID         -  DR7221
 DR7221  STATE/COUNTY-  NJ/ATLANTIC
 DR7221  COUNTRY     -  US
 DR7221  USGS QUAD   -  OCEANVILLE (2019)
 DR7221
 DR7221                         *CURRENT SURVEY CONTROL
 DR7221  ______________________________________________________________________
 DR7221* NAD 83(1986) POSITION- 39 23 21.06   (N) 074 23 18.49   (W)   HD_HELD1
 DR7221* NAVD 88 ORTHO HEIGHT -     2.761 (meters)        9.06  (feet) ADJUSTED
 DR7221  ______________________________________________________________________
 DR7221  GEOID HEIGHT    -        -34.354 (meters)                     GEOID18
 DR7221  DYNAMIC HEIGHT  -          2.759 (meters)        9.05  (feet) COMP
 DR7221  MODELED GRAVITY -    980,111.6   (mgal)                       NAVD 88
 DR7221
 DR7221  VERT ORDER      -  FIRST     CLASS II
 DR7221
 DR7221.The horizontal coordinates were determined by differentially corrected
 DR7221.hand held GPS observations or other comparable positioning techniques
 DR7221.and have an estimated accuracy of +/- 3 meters.
 DR7221
 DR7221.The orthometric height was determined by differential leveling and
 DR7221.adjusted by the NATIONAL GEODETIC SURVEY
 DR7221.in March 2022.
 DR7221
 DR7221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7221.GEOID18 height accuracy estimate available here.
 DR7221
 DR7221.Click photographs - Photos may exist for this station.
 DR7221
 DR7221.The dynamic height is computed by dividing the NAVD 88
 DR7221.geopotential number by the normal gravity value computed on the
 DR7221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7221.degrees latitude (g = 980.6199 gals.).
 DR7221
 DR7221.The modeled gravity was interpolated from observed gravity values.
 DR7221
 DR7221;                    North         East    Units  Estimated Accuracy
 DR7221;SPC NJ       -    61,708.9     159,607.4     MT  (+/- 3 meters HH1 GPS) 
 DR7221
 DR7221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5266260144(NAD 83)
 DR7221
 DR7221                          SUPERSEDED SURVEY CONTROL
 DR7221
 DR7221.No superseded survey control is available for this station.
 DR7221
 DR7221_MARKER: DD = SURVEY DISK
 DR7221_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7221_SP_SET: CURB
 DR7221_STAMPING: 1 D 7 2021
 DR7221_MARK LOGO: USACE
 DR7221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7221+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2021
 DR7221
 DR7221  HISTORY     - Date     Condition        Report By
 DR7221  HISTORY     - 20210415 MONUMENTED       USACE
 DR7221  HISTORY     - 20210604 GOOD             NJGS
 DR7221
 DR7221                          STATION DESCRIPTION
 DR7221
 DR7221'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7221'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF OCEANVILLE,
 DR7221'2.5 MI (4.0 KM) NORTHEAST OF ATLANTIC CITY AND 1.9 MI (3.1 KM)
 DR7221'SOUTHWEST OF BRIGANTINE CITY.
 DR7221'
 DR7221'TO REACH THE STATION FROM THE INTERSECTION OF BRIGANTINE BOULEVARD AND
 DR7221'38TH STREET, GO SOUTH ON 38TH STREET FOR ABOUT 0.46 MI (0.74 KM) TO
 DR7221'THE INTERSECTION WITH OCEAN AVENUE, THE TURN LEFT AND GO 241.32 FT
 DR7221'(73.6 M) ON OCEAN AVENUE TO THE STATION ON THE LEFT SET ON THE CURB.
 DR7221'
 DR7221'THE STATION IS 111.08 FT (33.9 M) NORTHEAST OF UTILITY POLE LABELED BT
 DR7221'125BK, 53.66 FT (16.4 M) EAST OF UTILITY POLE LABELED A1191, 56.16 FT
 DR7221'(17.1 M) SOUTHEAST OF A FIRE HYDRANT AND 21.16 FT (6.4 M) EAST OF THE
 DR7221'CENTERLINE OF OCEAN AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1570 ***********************************************************************
 KV1570  DESIGNATION -  1 DLWRR
 KV1570  PID         -  KV1570
 KV1570  STATE/COUNTY-  NJ/WARREN
 KV1570  COUNTRY     -  US
 KV1570  USGS QUAD   -  PORTLAND (2019)
 KV1570
 KV1570                         *CURRENT SURVEY CONTROL
 KV1570  ______________________________________________________________________
 KV1570* NAD 83(1986) POSITION- 40 56 54.     (N) 075 03 36.     (W)   SCALED
 KV1570* NAVD 88 ORTHO HEIGHT -   123.890 (meters)      406.46  (feet) ADJUSTED
 KV1570  ______________________________________________________________________
 KV1570  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 KV1570  DYNAMIC HEIGHT  -        123.835 (meters)      406.28  (feet) COMP
 KV1570  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 KV1570
 KV1570  VERT ORDER      -  SECOND    CLASS 0
 KV1570
 KV1570.The horizontal coordinates were scaled from a map and have
 KV1570.an estimated accuracy of +/- 6 seconds.
 KV1570
 KV1570.The orthometric height was determined by differential leveling and
 KV1570.adjusted by the NATIONAL GEODETIC SURVEY
 KV1570.in June 1991.
 KV1570
 KV1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1570.GEOID18 height accuracy estimate available here.
 KV1570
 KV1570.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL949330(NAD 83)
 KV1570
 KV1570                          SUPERSEDED SURVEY CONTROL
 KV1570
 KV1570  NGVD 29 (11/26/84)  124.087  (m)          407.11   (f) ADJUSTED    2 0
 KV1570
 KV1570.Superseded values are not recommended for survey control.
 KV1570
 KV1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1570.See file dsdata.pdf to determine how the superseded data were derived.
 KV1570
 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  HISTORY     - 20210219 MARK NOT FOUND   NJGS
 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.
 KV1570
 KV1570                          STATION RECOVERY (2021)
 KV1570
 KV1570'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1570'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4358 ***********************************************************************
 JU4358  DESIGNATION -  1 E 1
 JU4358  PID         -  JU4358
 JU4358  STATE/COUNTY-  NJ/ATLANTIC
 JU4358  COUNTRY     -  US
 JU4358  USGS QUAD   -  BUENA (2019)
 JU4358
 JU4358                         *CURRENT SURVEY CONTROL
 JU4358  ______________________________________________________________________
 JU4358* NAD 83(2011) POSITION- 39 33 30.10677(N) 074 53 29.67620(W)   ADJUSTED
 JU4358* NAD 83(2011) ELLIP HT-    -3.569 (meters)        (06/27/12)   ADJUSTED
 JU4358* NAD 83(2011) EPOCH   -  2010.00
 JU4358* NAVD 88 ORTHO HEIGHT -    30.1   (meters)       99.    (feet) GPS OBS
 JU4358  ______________________________________________________________________
 JU4358  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4358  GEOID HEIGHT    -        -33.664 (meters)                     GEOID99
 JU4358  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 JU4358  NAD 83(2011) X  -  1,283,443.666 (meters)                     COMP
 JU4358  NAD 83(2011) Y  - -4,753,874.821 (meters)                     COMP
 JU4358  NAD 83(2011) Z  -  4,040,299.109 (meters)                     COMP
 JU4358  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 JU4358
 JU4358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4358  Standards:
 JU4358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4358  -------------------------------------------------------------------
 JU4358  NETWORK    0.60   1.08           0.27   0.21   0.55      0.02671843
 JU4358  -------------------------------------------------------------------
 JU4358  Click here for local accuracies and other accuracy information.
 JU4358
 JU4358.The horizontal coordinates were established by GPS observations
 JU4358.and adjusted by the National Geodetic Survey in June 2012.
 JU4358
 JU4358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4358.been affixed to the stable North American tectonic plate. See 
 JU4358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4358
 JU4358.The horizontal coordinates are valid at the epoch date displayed above
 JU4358.which is a decimal equivalence of Year/Month/Day.
 JU4358
 JU4358.The orthometric height was determined by GPS observations and a
 JU4358.high-resolution geoid model.
 JU4358
 JU4358.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4358.GEOID18 height accuracy estimate available here.
 JU4358
 JU4358.Click photographs - Photos may exist for this station.
 JU4358
 JU4358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4358
 JU4358.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4358
 JU4358.The ellipsoidal height was determined by GPS observations
 JU4358.and is referenced to NAD 83.
 JU4358
 JU4358. The following values were computed from the NAD 83(2011) position.
 JU4358
 JU4358;                    North         East     Units Scale Factor Converg.
 JU4358;SPC NJ       -    80,557.411   116,350.648   MT  0.99991394   -0 14 57.8
 JU4358;SPC NJ       -   264,295.44    381,727.08   sFT  0.99991394   -0 14 57.8
 JU4358;UTM  18      - 4,378,747.315   509,314.326   MT  0.99960107   +0 04 08.6
 JU4358
 JU4358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4358!SPC NJ       -   1.00000056  x   0.99991394  =   0.99991450
 JU4358!UTM  18      -   1.00000056  x   0.99960107  =   0.99960163
 JU4358
 JU4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0931478747(NAD 83)
 JU4358
 JU4358                          SUPERSEDED SURVEY CONTROL
 JU4358
 JU4358  NAD 83(2007)-  39 33 30.10711(N)    074 53 29.67708(W) AD(2002.00) 0
 JU4358  ELLIP H (02/10/07)   -3.563  (m)                       GP(2002.00)    
 JU4358  ELLIP H (09/25/02)   -3.530  (m)                       GP(       ) 4 1
 JU4358  NAD 83(1996)-  39 33 30.10712(N)    074 53 29.67736(W) AD(       ) 1
 JU4358  ELLIP H (05/14/99)   -3.552  (m)                       GP(       ) 4 1
 JU4358  NAD 83(1992)-  39 33 30.09736(N)    074 53 29.67642(W) AD(       ) 1
 JU4358  NAVD 88 (02/08/94)   30.1    (m)  GEOID93  model used  GPS OBS        
 JU4358
 JU4358.Superseded values are not recommended for survey control.
 JU4358
 JU4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4358.See file dsdata.pdf to determine how the superseded data were derived.
 JU4358
 JU4358_MARKER: DD = SURVEY DISK
 JU4358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4358_STAMPING: 1 E 1 1993
 JU4358_MARK LOGO: NJGS
 JU4358_PROJECTION: RECESSED 3 CENTIMETERS
 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 - July 23, 2024
 JU4358
 JU4358  HISTORY     - Date     Condition        Report By
 JU4358  HISTORY     - 1993     MONUMENTED       NJGS
 JU4358  HISTORY     - 19990719 GOOD             NJGS
 JU4358  HISTORY     - 20031016 GOOD             INDIV
 JU4358  HISTORY     - 20060831 GOOD             NJDT
 JU4358  HISTORY     - 20210727 GOOD             NJGS
 JU4358  HISTORY     - 20240723 GOOD             AAAS
 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.
 JU4358
 JU4358                          STATION RECOVERY (2006)
 JU4358
 JU4358'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (JFL)
 JU4358'RECOVERED AS DESCRIBED
 JU4358
 JU4358                          STATION RECOVERY (2021)
 JU4358
 JU4358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU4358'RECOVERED IN GOOD CONDITION.
 JU4358
 JU4358                          STATION RECOVERY (2024)
 JU4358
 JU4358'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 JU4358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6017 ***********************************************************************
 DM6017  DESIGNATION -  1 E 2
 DM6017  PID         -  DM6017
 DM6017  STATE/COUNTY-  NJ/ATLANTIC
 DM6017  COUNTRY     -  US
 DM6017  USGS QUAD   -  EGG HARBOR CITY (2019)
 DM6017
 DM6017                         *CURRENT SURVEY CONTROL
 DM6017  ______________________________________________________________________
 DM6017* NAD 83(1986) POSITION- 39 30 18.     (N) 074 40 45.     (W)   SCALED
 DM6017* NAVD 88 ORTHO HEIGHT -    18.242 (meters)       59.85  (feet) ADJUSTED
 DM6017  ______________________________________________________________________
 DM6017  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 DM6017  DYNAMIC HEIGHT  -         18.233 (meters)       59.82  (feet) COMP
 DM6017  MODELED GRAVITY -    980,127.3   (mgal)                       NAVD 88
 DM6017
 DM6017  VERT ORDER      -  FIRST     CLASS I
 DM6017
 DM6017.The horizontal coordinates were scaled from a map and have
 DM6017.an estimated accuracy of +/- 6 seconds.
 DM6017
 DM6017.The orthometric height was determined by differential leveling and
 DM6017.adjusted by the NATIONAL GEODETIC SURVEY
 DM6017.in May 2011.
 DM6017
 DM6017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6017.GEOID18 height accuracy estimate available here.
 DM6017
 DM6017.Click photographs - Photos may exist for this station.
 DM6017
 DM6017.The dynamic height is computed by dividing the NAVD 88
 DM6017.geopotential number by the normal gravity value computed on the
 DM6017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6017.degrees latitude (g = 980.6199 gals.).
 DM6017
 DM6017.The modeled gravity was interpolated from observed gravity values.
 DM6017
 DM6017;                    North         East    Units  Estimated Accuracy
 DM6017;SPC NJ       -    74,580.      134,590.      MT  (+/- 180 meters Scaled)
 DM6017
 DM6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ275728(NAD 83)
 DM6017
 DM6017                          SUPERSEDED SURVEY CONTROL
 DM6017
 DM6017.No superseded survey control is available for this station.
 DM6017
 DM6017_MARKER: DD = SURVEY DISK
 DM6017_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM6017_STAMPING: 1 E 2 2007
 DM6017_MARK LOGO: INDIV
 DM6017_PROJECTION: PROJECTING 10 CENTIMETERS
 DM6017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6017+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 DM6017
 DM6017  HISTORY     - Date     Condition        Report By
 DM6017  HISTORY     - UNK      MONUMENTED       INDIV
 DM6017  HISTORY     - 20070820 GOOD             NJGS
 DM6017
 DM6017                          STATION DESCRIPTION
 DM6017
 DM6017'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM6017'THE STATION IS LOCATED IN HAMILTON TOWNSHIP.
 DM6017'
 DM6017'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 322 AND NJ ROUTE
 DM6017'50 (SOUTH PHILADELPHIA AVENUE), GO 2.65 MI (4.3 KM) NORTHEAST ON ROUTE
 DM6017'50 TO THE STATION ON THE LEFT, ON THE NORTH CORNER OF THE JUNCTION OF
 DM6017'ROUTE 50 AND HOLLY STREET.
 DM6017'
 DM6017'THE STATION IS AN ATLANTIC CITY EXPRESSWAY SURVEY MONUMENT, 16.9 FT
 DM6017'(5.2 M) NORTHWEST OF THE NORTHWEST EDGE OF PAVING OF ROUTE 50, 47.2 FT
 DM6017'(14.4 M) NORTHEAST OF THE CENTERLINE OF HOLLY STREET, 72.0 FT (21.9 M)
 DM6017'WEST OF POLE NUMBER H3553, 174.0 FT (53.0 M) WEST OF THE WEST NOSE OF
 DM6017'THE ATLANTIC CITY EXPRESSWAY EXIT RAMP ONTO ROUTE 50 SOUTH BOUND, 87.2
 DM6017'FT (26.6 M) NORTH-NORTHEAST OF POLE NUMBER 3554.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8281 ***********************************************************************
 DN8281  DESIGNATION -  1 E 3
 DN8281  PID         -  DN8281
 DN8281  STATE/COUNTY-  NJ/ATLANTIC
 DN8281  COUNTRY     -  US
 DN8281  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8281
 DN8281                         *CURRENT SURVEY CONTROL
 DN8281  ______________________________________________________________________
 DN8281* NAD 83(1986) POSITION- 39 25 44.     (N) 074 30 25.     (W)   SCALED
 DN8281* NAVD 88 ORTHO HEIGHT -     2.993 (meters)        9.82  (feet) ADJUSTED
 DN8281  ______________________________________________________________________
 DN8281  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 DN8281  DYNAMIC HEIGHT  -          2.991 (meters)        9.81  (feet) COMP
 DN8281  MODELED GRAVITY -    980,120.7   (mgal)                       NAVD 88
 DN8281
 DN8281  VERT ORDER      -  FIRST     CLASS II
 DN8281
 DN8281.The horizontal coordinates were scaled from a map and have
 DN8281.an estimated accuracy of +/- 6 seconds.
 DN8281
 DN8281.The orthometric height was determined by differential leveling and
 DN8281.adjusted by the NATIONAL GEODETIC SURVEY
 DN8281.in April 2013.
 DN8281
 DN8281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8281.GEOID18 height accuracy estimate available here.
 DN8281
 DN8281.Click photographs - Photos may exist for this station.
 DN8281
 DN8281.The dynamic height is computed by dividing the NAVD 88
 DN8281.geopotential number by the normal gravity value computed on the
 DN8281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8281.degrees latitude (g = 980.6199 gals.).
 DN8281
 DN8281.The modeled gravity was interpolated from observed gravity values.
 DN8281
 DN8281;                    North         East    Units  Estimated Accuracy
 DN8281;SPC NJ       -    66,110.      149,400.      MT  (+/- 180 meters Scaled)
 DN8281
 DN8281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ424644(NAD 83)
 DN8281
 DN8281                          SUPERSEDED SURVEY CONTROL
 DN8281
 DN8281.No superseded survey control is available for this station.
 DN8281
 DN8281_MARKER: DD = SURVEY DISK
 DN8281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8281_STAMPING: 1 E 3 2010
 DN8281_MARK LOGO: NJDT
 DN8281_PROJECTION: FLUSH
 DN8281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8281+STABILITY: SURFACE MOTION
 DN8281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8281+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN8281
 DN8281  HISTORY     - Date     Condition        Report By
 DN8281  HISTORY     - UNK      MONUMENTED       NJDT
 DN8281  HISTORY     - 20100510 GOOD             NJGS
 DN8281
 DN8281                          STATION DESCRIPTION
 DN8281
 DN8281'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8281'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8281'U.S. HIGHWAY 30.
 DN8281'
 DN8281'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8281'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8281'SOUTHEAST ON U.S. HIGHWAY 30 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE
 DN8281'RIGHT, SET FLUSH IN A LANDSCAPED GRASS AREA IN FRONT OF THE ABSECON
 DN8281'VFW VOLUNTEER AMBULANCE SQUAD, A ONE STORY STUCCO BUILDING.
 DN8281'
 DN8281'THE STATION IS 3.0 M (9.8 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8281'U.S. HIGHWAY 30, 2.4 M (7.9 FT) WEST FROM A WOOD UTILITY POLE WITH NO
 DN8281'NUMBER IN THE CENTER OF A SIDEWALK, 3.6 M (11.8 FT) EAST FROM THE EAST
 DN8281'CORNER OF THE AMBULANCE SQUAD BUILDING, 7.4 M (24.3 FT) SOUTHEAST FROM
 DN8281'THE NORTHEAST LEG OF A METAL POST WITH WITNESS SIGN ATTACHED
 DN8281'SUPPORTING A RECTANGULAR YELLOW TRAFFIC SIGN (AMBULANCE ENTRANCE DO
 DN8281'NOT BLOCK DRIVEWAY) AND 8.6 M (28.2 FT) NORTHWEST FROM THE CENTER LINE
 DN8281'OF THE PAVED ENTRANCE DRIVE LEADING INTO THE AMBULANCE SQUAD PARKING
 DN8281'LOT.
 DN8281'
 DN8281'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION
 DN8281'964+82.00.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8306 ***********************************************************************
 DN8306  DESIGNATION -  1 E 4
 DN8306  PID         -  DN8306
 DN8306  STATE/COUNTY-  NJ/ATLANTIC
 DN8306  COUNTRY     -  US
 DN8306  USGS QUAD   -  OCEANVILLE (2019)
 DN8306
 DN8306                         *CURRENT SURVEY CONTROL
 DN8306  ______________________________________________________________________
 DN8306* NAD 83(1986) POSITION- 39 24 55.     (N) 074 29 28.     (W)   SCALED
 DN8306* NAVD 88 ORTHO HEIGHT -     2.171 (meters)        7.12  (feet) ADJUSTED
 DN8306  ______________________________________________________________________
 DN8306  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 DN8306  DYNAMIC HEIGHT  -          2.170 (meters)        7.12  (feet) COMP
 DN8306  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 DN8306
 DN8306  VERT ORDER      -  FIRST     CLASS II
 DN8306
 DN8306.The horizontal coordinates were scaled from a map and have
 DN8306.an estimated accuracy of +/- 6 seconds.
 DN8306
 DN8306.The orthometric height was determined by differential leveling and
 DN8306.adjusted by the NATIONAL GEODETIC SURVEY
 DN8306.in April 2013.
 DN8306
 DN8306.No vertical observational check was made to the station.
 DN8306
 DN8306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8306.GEOID18 height accuracy estimate available here.
 DN8306
 DN8306.Click photographs - Photos may exist for this station.
 DN8306
 DN8306.The dynamic height is computed by dividing the NAVD 88
 DN8306.geopotential number by the normal gravity value computed on the
 DN8306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8306.degrees latitude (g = 980.6199 gals.).
 DN8306
 DN8306.The modeled gravity was interpolated from observed gravity values.
 DN8306
 DN8306;                    North         East    Units  Estimated Accuracy
 DN8306;SPC NJ       -    64,600.      150,770.      MT  (+/- 180 meters Scaled)
 DN8306
 DN8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ438629(NAD 83)
 DN8306
 DN8306                          SUPERSEDED SURVEY CONTROL
 DN8306
 DN8306.No superseded survey control is available for this station.
 DN8306
 DN8306_MARKER: DD = SURVEY DISK
 DN8306_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8306_SP_SET: TRAFFIC SIGNAL BASE
 DN8306_STAMPING: 1 E 4 2010
 DN8306_MARK LOGO: NJGS
 DN8306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8306+STABILITY: SURFACE MOTION
 DN8306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8306+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 DN8306
 DN8306  HISTORY     - Date     Condition        Report By
 DN8306  HISTORY     - 20100920 MONUMENTED       NJGS
 DN8306
 DN8306                          STATION DESCRIPTION
 DN8306
 DN8306'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8306'THE STATION IS LOCATED IN ABSECON, SET IN A DRILL HOLE IN THE
 DN8306'NORTHWEST CORNER OF THE TRAFFIC SIGNAL BASE ON THE EAST SIDE OF
 DN8306'ABSECON BOULEVARD (US HIGHWAY 30) AT THE U-TURN AND EXIT ROAD FROM
 DN8306'HOME DEPOT.
 DN8306'
 DN8306'TO REACH THE STATION FROM THE JUNCTION OF ILLINOIS AVENUE (COUNTY ROAD
 DN8306'631)/TURNER AVENUE AND ABSECON BOULEVARD (US HIGHWAY 30), GO 0.5 MI
 DN8306'(0.8 KM) SOUTH-SOUTHEAST ON ABSECON BOULEVARD (US HIGHWAY 30) TO THE
 DN8306'JUGHANDLE, TAKE JUGHANDLE TURN TO THE STATION OPPOSITE THE ROAD.
 DN8306'
 DN8306'THE STATION IS 9 FT (2.7 M) EAST OF THE EAST EDGE OF PAVING OF
 DN8306'WESTBOUND LANES OF ABSECON BOULEVARD (US HIGHWAY 30), NORTHWEST OF A
 DN8306'POLE WITH NO NUMBER, 6 FT (1.8 M) EAST-NORTHEAST OF A PVC WARNING POST
 DN8306'FOR THE SOUTH JERSEY GAS COMPANY, 35.4 FT (10.8 M) SOUTH OF A SIGN
 DN8306'(CURVE TO THE LEFT) WITH A WITNESS SIGN ATTACHED, 70 FT (21.3 M) NORTH
 DN8306'OF THE EXTENDED CENTERLINE OF THE EXIT ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8262 ***********************************************************************
 DQ8262  DESIGNATION -  1 E 5
 DQ8262  PID         -  DQ8262
 DQ8262  STATE/COUNTY-  NJ/ATLANTIC
 DQ8262  COUNTRY     -  US
 DQ8262  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8262
 DQ8262                         *CURRENT SURVEY CONTROL
 DQ8262  ______________________________________________________________________
 DQ8262* NAD 83(1986) POSITION- 39 21 53.71   (N) 074 25 02.19   (W)   HD_HELD1
 DQ8262* NAVD 88 ORTHO HEIGHT -     1.933 (meters)        6.34  (feet) ADJUSTED
 DQ8262  ______________________________________________________________________
 DQ8262  GEOID HEIGHT    -        -34.423 (meters)                     GEOID18
 DQ8262  DYNAMIC HEIGHT  -          1.932 (meters)        6.34  (feet) COMP
 DQ8262  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 DQ8262
 DQ8262  VERT ORDER      -  FIRST     CLASS II
 DQ8262
 DQ8262.The horizontal coordinates were determined by differentially corrected
 DQ8262.hand held GPS observations or other comparable positioning techniques
 DQ8262.and have an estimated accuracy of +/- 3 meters.
 DQ8262
 DQ8262.The orthometric height was determined by differential leveling and
 DQ8262.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8262.in August 2018.
 DQ8262
 DQ8262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8262.GEOID18 height accuracy estimate available here.
 DQ8262
 DQ8262.Click photographs - Photos may exist for this station.
 DQ8262
 DQ8262.The dynamic height is computed by dividing the NAVD 88
 DQ8262.geopotential number by the normal gravity value computed on the
 DQ8262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8262.degrees latitude (g = 980.6199 gals.).
 DQ8262
 DQ8262.The modeled gravity was interpolated from observed gravity values.
 DQ8262
 DQ8262;                    North         East    Units  Estimated Accuracy
 DQ8262;SPC NJ       -    59,012.7     157,128.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8262
 DQ8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5019957435(NAD 83)
 DQ8262
 DQ8262                          SUPERSEDED SURVEY CONTROL
 DQ8262
 DQ8262.No superseded survey control is available for this station.
 DQ8262
 DQ8262_MARKER: DD = SURVEY DISK
 DQ8262_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8262_SP_SET: OVERHEAD SIGN BASE
 DQ8262_STAMPING: 1 E 5 2017
 DQ8262_MARK LOGO: NJGS
 DQ8262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8262+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8262
 DQ8262  HISTORY     - Date     Condition        Report By
 DQ8262  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8262
 DQ8262                          STATION DESCRIPTION
 DQ8262
 DQ8262'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8262'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF
 DQ8262'PLEASANTVILLE, 4.2 MI (6.8 KM) SOUTHWEST OF BRIGANTINE AND IN ATLANTIC
 DQ8262'CITY, NJ.
 DQ8262'
 DQ8262'IN ATLANTIC CITY, THE STATION IS SET IN THE OVERHEAD SIGN BASE ON THE
 DQ8262'SOUTHWEST SIDE ON CONNECTICUT AVENUE (REVEL BOULEVARD).
 DQ8262'
 DQ8262'IT IS 120 FT (36.6 M) NORTH-NORTHWEST OF THE CENTERLINE OF PACIFIC
 DQ8262'AVENUE, 1.6 FT (0.5 M) SOUTHWEST OF A GUIDE RAIL, 21.3 FT (6.5 M)
 DQ8262'SOUTHWEST OF THE CENTERLINE OF CONNECTICUT AVENUE, 122 FT (37.2 M)
 DQ8262'NORTHWEST OF THE CENTERLINE OF PACIFIC AVENUE, 17.4 FT (5.3 M)
 DQ8262'WEST-NORTHWEST OF THE SOUTHEAST END OF THE GUIDE RAIL AND 51.2 FT
 DQ8262'(15.6 M) FROM THE CENTER OF AN INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8287 ***********************************************************************
 DQ8287  DESIGNATION -  1 E 6
 DQ8287  PID         -  DQ8287
 DQ8287  STATE/COUNTY-  NJ/ATLANTIC
 DQ8287  COUNTRY     -  US
 DQ8287  USGS QUAD   -  OCEANVILLE (2019)
 DQ8287
 DQ8287                         *CURRENT SURVEY CONTROL
 DQ8287  ______________________________________________________________________
 DQ8287* NAD 83(1986) POSITION- 39 22 32.00   (N) 074 29 00.22   (W)   HD_HELD1
 DQ8287* NAVD 88 ORTHO HEIGHT -     2.794 (meters)        9.17  (feet) ADJUSTED
 DQ8287  ______________________________________________________________________
 DQ8287  GEOID HEIGHT    -        -34.302 (meters)                     GEOID18
 DQ8287  DYNAMIC HEIGHT  -          2.793 (meters)        9.16  (feet) COMP
 DQ8287  MODELED GRAVITY -    980,110.7   (mgal)                       NAVD 88
 DQ8287
 DQ8287  VERT ORDER      -  FIRST     CLASS II
 DQ8287
 DQ8287.The horizontal coordinates were determined by differentially corrected
 DQ8287.hand held GPS observations or other comparable positioning techniques
 DQ8287.and have an estimated accuracy of +/- 3 meters.
 DQ8287
 DQ8287.The orthometric height was determined by differential leveling and
 DQ8287.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8287.in August 2018.
 DQ8287
 DQ8287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8287.GEOID18 height accuracy estimate available here.
 DQ8287
 DQ8287.Click photographs - Photos may exist for this station.
 DQ8287
 DQ8287.The dynamic height is computed by dividing the NAVD 88
 DQ8287.geopotential number by the normal gravity value computed on the
 DQ8287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8287.degrees latitude (g = 980.6199 gals.).
 DQ8287
 DQ8287.The modeled gravity was interpolated from observed gravity values.
 DQ8287
 DQ8287;                    North         East    Units  Estimated Accuracy
 DQ8287;SPC NJ       -    60,190.3     151,430.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8287
 DQ8287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4449658580(NAD 83)
 DQ8287
 DQ8287                          SUPERSEDED SURVEY CONTROL
 DQ8287
 DQ8287.No superseded survey control is available for this station.
 DQ8287
 DQ8287_MARKER: DD = SURVEY DISK
 DQ8287_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ8287_SP_SET: RETAINING WALL
 DQ8287_STAMPING: 1 E 6 2017
 DQ8287_MARK LOGO: NJGS
 DQ8287_PROJECTION: FLUSH
 DQ8287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8287+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2024
 DQ8287
 DQ8287  HISTORY     - Date     Condition        Report By
 DQ8287  HISTORY     - 20170522 MONUMENTED       NJGS
 DQ8287  HISTORY     - 20240423 GOOD             NJGS
 DQ8287
 DQ8287                          STATION DESCRIPTION
 DQ8287
 DQ8287'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8287'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH OF OCEANVILLE, 3.3
 DQ8287'MI (5.3 KM) WEST-NORTHWEST OF ATLANTIC CITY AND 2.4 MI (3.9 KM)
 DQ8287'EAST-SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8287'
 DQ8287'IN ATLANTIC CITY, ABOUT 0.15 MI (0.24 KM) NORTHWEST OF THE BRIDGE
 DQ8287'OVERPASS FOR THE EASTBOUND LANES OF U.S. HIGHWAY 40/322 FROM THE
 DQ8287'ATLANTIC CITY EXPRESSWAY, SET IN A DRILL HOLE AT THE NORTHWEST END OF
 DQ8287'THE NORTHEAST RETAINING WALL FOR A CULVERT (BIG HAY CREEK, MILE POST
 DQ8287'61.93) UNDER U.S. HIGHWAY 40/322.
 DQ8287'
 DQ8287'THE STATION IS 1.5 FT (0.5 M) SOUTHEAST OF THE NORTHWEST END OF THE
 DQ8287'WALL, 18.5 FT (5.6 M) SOUTHEAST OF POLE NUMBER A19879, 17 FT (5.2 M)
 DQ8287'SOUTHEAST OF A SIGN (GARDEN STATE PARKWAY) WITNESS WITH A WITNESS SIGN
 DQ8287'ATTACHED, 7 FT (2.1 M) NORTHEAST OF THE NORTHEAST CURB, 28 FT (8.5 M)
 DQ8287'NORTHWEST OF THE CENTER OF THE CULVERT, 139 FT (42.4 M) NORTHWEST OF
 DQ8287'POLE NUMBER BT3352AC AND 25 FT (7.6 M) NORTHEAST OF THE CENTERLINE OF
 DQ8287'THE WESTBOUND LANES OF U.S. HIGHWAY 40/322.
 DQ8287
 DQ8287                          STATION RECOVERY (2024)
 DQ8287
 DQ8287'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DQ8287'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7220 ***********************************************************************
 DR7220  DESIGNATION -  1 E 7
 DR7220  PID         -  DR7220
 DR7220  STATE/COUNTY-  NJ/ATLANTIC
 DR7220  COUNTRY     -  US
 DR7220  USGS QUAD   -  OCEANVILLE (2019)
 DR7220
 DR7220                         *CURRENT SURVEY CONTROL
 DR7220  ______________________________________________________________________
 DR7220* NAD 83(1986) POSITION- 39 22 52.86   (N) 074 24 10.36   (W)   HD_HELD1
 DR7220* NAVD 88 ORTHO HEIGHT -     2.037 (meters)        6.68  (feet) ADJUSTED
 DR7220  ______________________________________________________________________
 DR7220  GEOID HEIGHT    -        -34.371 (meters)                     GEOID18
 DR7220  DYNAMIC HEIGHT  -          2.036 (meters)        6.68  (feet) COMP
 DR7220  MODELED GRAVITY -    980,109.9   (mgal)                       NAVD 88
 DR7220
 DR7220  VERT ORDER      -  FIRST     CLASS II
 DR7220
 DR7220.The horizontal coordinates were determined by differentially corrected
 DR7220.hand held GPS observations or other comparable positioning techniques
 DR7220.and have an estimated accuracy of +/- 3 meters.
 DR7220
 DR7220.The orthometric height was determined by differential leveling and
 DR7220.adjusted by the NATIONAL GEODETIC SURVEY
 DR7220.in March 2022.
 DR7220
 DR7220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7220.GEOID18 height accuracy estimate available here.
 DR7220
 DR7220.Click photographs - Photos may exist for this station.
 DR7220
 DR7220.The dynamic height is computed by dividing the NAVD 88
 DR7220.geopotential number by the normal gravity value computed on the
 DR7220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7220.degrees latitude (g = 980.6199 gals.).
 DR7220
 DR7220.The modeled gravity was interpolated from observed gravity values.
 DR7220
 DR7220;                    North         East    Units  Estimated Accuracy
 DR7220;SPC NJ       -    60,837.9     158,367.2     MT  (+/- 3 meters HH1 GPS) 
 DR7220
 DR7220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5142759266(NAD 83)
 DR7220
 DR7220                          SUPERSEDED SURVEY CONTROL
 DR7220
 DR7220.No superseded survey control is available for this station.
 DR7220
 DR7220_MARKER: DD = SURVEY DISK
 DR7220_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7220_SP_SET: CURB
 DR7220_STAMPING: 1 E 7 2021
 DR7220_MARK LOGO: USACE
 DR7220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7220+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2021
 DR7220
 DR7220  HISTORY     - Date     Condition        Report By
 DR7220  HISTORY     - 20210409 MONUMENTED       USACE
 DR7220  HISTORY     - 20210604 GOOD             NJGS
 DR7220
 DR7220                          STATION DESCRIPTION
 DR7220
 DR7220'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7220'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF PLEASANTVILLE, 2.8
 DR7220'MI (4.5 KM) SOUTHWEST OF BRIGANTINE AND 1.6 MI (2.6 KM) NORTHEAST OF
 DR7220'ATLANTIC CITY, NJ.
 DR7220'
 DR7220'TO REACH THE STATION FROM THE INTERSECTION OF BRIGANTINE BOULEVARD
 DR7220'(ROUTE 87) AND HARBOUR BEACH BOULEVARD, GO SOUTH ON HARBOUR BEACH
 DR7220'BOULEVARD FOR ABOUT 0.98 MI (1.58 KM) TO THE INTERSECTION ON THE LEFT
 DR7220'WITH SEASIDE ROAD.  TURN LEFT ON SEASIDE ROAD AND GO FOR ABOUT 438.58
 DR7220'FT (133.7 M) TO THE STATION ON THE LEFT SET IN THE CURB.
 DR7220'
 DR7220'THE STATION IS 33.58 FT (10.2 M) SOUTHEAST OF POLE NUMBER A172203, 40
 DR7220'FT (12.2 M) WEST OF THE NORTH CORNER OF HOUSE NUMBER 12, 20 FT (6.1 M)
 DR7220'WEST OF THE CENTERLINE OF SEASIDE ROAD AND 4.5 FT (1.4 M) NORTH OF
 DR7220'WATER MAIN SHUT OFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4359 ***********************************************************************
 JU4359  DESIGNATION -  1 F 1
 JU4359  PID         -  JU4359
 JU4359  STATE/COUNTY-  NJ/ATLANTIC
 JU4359  COUNTRY     -  US
 JU4359  USGS QUAD   -  NEWTONVILLE (2019)
 JU4359
 JU4359                         *CURRENT SURVEY CONTROL
 JU4359  ______________________________________________________________________
 JU4359* NAD 83(2011) POSITION- 39 36 12.14965(N) 074 50 45.82954(W)   ADJUSTED
 JU4359* NAD 83(2011) ELLIP HT-    -5.167 (meters)        (06/27/12)   ADJUSTED
 JU4359* NAD 83(2011) EPOCH   -  2010.00
 JU4359* NAVD 88 ORTHO HEIGHT -    28.4   (meters)       93.    (feet) GPS OBS
 JU4359  ______________________________________________________________________
 JU4359  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4359  GEOID HEIGHT    -        -33.820 (meters)                     GEOID93
 JU4359  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 JU4359  NAD 83(2011) X  -  1,286,386.779 (meters)                     COMP
 JU4359  NAD 83(2011) Y  - -4,749,779.103 (meters)                     COMP
 JU4359  NAD 83(2011) Z  -  4,044,149.806 (meters)                     COMP
 JU4359  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 JU4359
 JU4359  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4359  Standards:
 JU4359         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4359            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4359  -------------------------------------------------------------------
 JU4359  NETWORK    0.50   1.04           0.23   0.16   0.53     -0.17443847
 JU4359  -------------------------------------------------------------------
 JU4359  Click here for local accuracies and other accuracy information.
 JU4359
 JU4359.The horizontal coordinates were established by GPS observations
 JU4359.and adjusted by the National Geodetic Survey in June 2012.
 JU4359
 JU4359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4359.been affixed to the stable North American tectonic plate. See 
 JU4359.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4359
 JU4359.The horizontal coordinates are valid at the epoch date displayed above
 JU4359.which is a decimal equivalence of Year/Month/Day.
 JU4359
 JU4359.The orthometric height was determined by GPS observations and a
 JU4359.high-resolution geoid model.
 JU4359
 JU4359.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4359.GEOID18 height accuracy estimate available here.
 JU4359
 JU4359.Click photographs - Photos may exist for this station.
 JU4359
 JU4359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4359
 JU4359.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4359
 JU4359.The ellipsoidal height was determined by GPS observations
 JU4359.and is referenced to NAD 83.
 JU4359
 JU4359. The following values were computed from the NAD 83(2011) position.
 JU4359
 JU4359;                    North         East     Units Scale Factor Converg.
 JU4359;SPC NJ       -    85,538.414   120,280.953   MT  0.99991087   -0 13 14.2
 JU4359;SPC NJ       -   280,637.28    394,621.76   sFT  0.99991087   -0 13 14.2
 JU4359;UTM  18      - 4,383,748.539   513,215.661   MT  0.99960215   +0 05 53.3
 JU4359
 JU4359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4359!SPC NJ       -   1.00000081  x   0.99991087  =   0.99991168
 JU4359!UTM  18      -   1.00000081  x   0.99960215  =   0.99960296
 JU4359
 JU4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1321583748(NAD 83)
 JU4359
 JU4359                          SUPERSEDED SURVEY CONTROL
 JU4359
 JU4359  NAD 83(2007)-  39 36 12.15007(N)    074 50 45.83023(W) AD(2002.00) 0
 JU4359  ELLIP H (02/10/07)   -5.162  (m)                       GP(2002.00)    
 JU4359  ELLIP H (10/23/02)   -5.134  (m)                       GP(       ) 4 1
 JU4359  NAD 83(1996)-  39 36 12.15002(N)    074 50 45.83047(W) AD(       ) 1
 JU4359  ELLIP H (05/14/99)   -5.158  (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
 JU4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4359.See file dsdata.pdf to determine how the superseded data were derived.
 JU4359
 JU4359_MARKER: DD = SURVEY DISK
 JU4359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DM6022 ***********************************************************************
 DM6022  DESIGNATION -  1 F 2
 DM6022  PID         -  DM6022
 DM6022  STATE/COUNTY-  NJ/ATLANTIC
 DM6022  COUNTRY     -  US
 DM6022  USGS QUAD   -  EGG HARBOR CITY (2019)
 DM6022
 DM6022                         *CURRENT SURVEY CONTROL
 DM6022  ______________________________________________________________________
 DM6022* NAD 83(1986) POSITION- 39 31 35.     (N) 074 38 53.     (W)   SCALED
 DM6022* NAVD 88 ORTHO HEIGHT -    18.412 (meters)       60.41  (feet) ADJUSTED
 DM6022  ______________________________________________________________________
 DM6022  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 DM6022  DYNAMIC HEIGHT  -         18.403 (meters)       60.38  (feet) COMP
 DM6022  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 DM6022
 DM6022  VERT ORDER      -  FIRST     CLASS I
 DM6022
 DM6022.The horizontal coordinates were scaled from a map and have
 DM6022.an estimated accuracy of +/- 6 seconds.
 DM6022
 DM6022.The orthometric height was determined by differential leveling and
 DM6022.adjusted by the NATIONAL GEODETIC SURVEY
 DM6022.in May 2011.
 DM6022
 DM6022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6022.GEOID18 height accuracy estimate available here.
 DM6022
 DM6022.Click photographs - Photos may exist for this station.
 DM6022
 DM6022.The dynamic height is computed by dividing the NAVD 88
 DM6022.geopotential number by the normal gravity value computed on the
 DM6022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6022.degrees latitude (g = 980.6199 gals.).
 DM6022
 DM6022.The modeled gravity was interpolated from observed gravity values.
 DM6022
 DM6022;                    North         East    Units  Estimated Accuracy
 DM6022;SPC NJ       -    76,950.      137,270.      MT  (+/- 180 meters Scaled)
 DM6022
 DM6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ302752(NAD 83)
 DM6022
 DM6022                          SUPERSEDED SURVEY CONTROL
 DM6022
 DM6022.No superseded survey control is available for this station.
 DM6022
 DM6022_MARKER: DD = SURVEY DISK
 DM6022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM6022_SP_SET: BUILDING FOUNDATION
 DM6022_STAMPING: 1 F 2 2007
 DM6022_MARK LOGO: NJGS
 DM6022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6022+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 DM6022
 DM6022  HISTORY     - Date     Condition        Report By
 DM6022  HISTORY     - 20070821 MONUMENTED       NJGS
 DM6022
 DM6022                          STATION DESCRIPTION
 DM6022
 DM6022'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6022'THE STATION IS LOCATED IN EGG HARBOR CITY, SET IN A DRILL HOLE IN THE
 DM6022'CENTER OF THE TOP OF THE SOUTH FOUNDATION FOR THE NJ TRANSIT RAILROAD
 DM6022'STATION BOOTH ON THE WEST BOUND TRACKS FOR THE ATLANTIC CITY TO
 DM6022'PHILADELPHIA TRAIN.
 DM6022'
 DM6022'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 50 (SOUTH
 DM6022'PHILADELPHIA AVENUE) AND US HIGHWAY 30 (WHITEHORSE PIKE) IN EGG HARBOR
 DM6022'CITY, GO 0.15 MI (0.2 KM) SOUTHWEST TO THE JUNCTION WITH ATLANTIC
 DM6022'AVENUE.  TURN LEFT AND GO 0.1 MI (0.2 KM) SOUTHEAST TO THE TRAIN
 DM6022'STATION AND STATION ON THE RIGHT.
 DM6022'
 DM6022'THE STATION IS 47.8 FT (14.6 M) SOUTHWEST OF THE CENTERLINE OF
 DM6022'ATLANTIC AVENUE, 71.0 FT (21.6 M) SOUTHEAST OF THE EXTENDED CENTERLINE
 DM6022'OF CINCINNATI AVENUE, 26.5 S OF THE CENTERLINE OF WALKWAY TO THE
 DM6022'PLATFORM, 4.6 W OF THE EAST EDGE OF THE FOUNDATION.  THE STATION IS
 DM6022'ABOUT 3.0 FT (0.9 M) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8282 ***********************************************************************
 DN8282  DESIGNATION -  1 F 3
 DN8282  PID         -  DN8282
 DN8282  STATE/COUNTY-  NJ/ATLANTIC
 DN8282  COUNTRY     -  US
 DN8282  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8282
 DN8282                         *CURRENT SURVEY CONTROL
 DN8282  ______________________________________________________________________
 DN8282* NAD 83(1986) POSITION- 39 25 42.62   (N) 074 30 23.42   (W)   HD_HELD1
 DN8282* NAVD 88 ORTHO HEIGHT -     2.665 (meters)        8.74  (feet) ADJUSTED
 DN8282  ______________________________________________________________________
 DN8282  GEOID HEIGHT    -        -34.025 (meters)                     GEOID18
 DN8282  DYNAMIC HEIGHT  -          2.664 (meters)        8.74  (feet) COMP
 DN8282  MODELED GRAVITY -    980,120.6   (mgal)                       NAVD 88
 DN8282
 DN8282  VERT ORDER      -  FIRST     CLASS II
 DN8282
 DN8282.The horizontal coordinates were determined by differentially corrected
 DN8282.hand held GPS observations or other comparable positioning techniques
 DN8282.and have an estimated accuracy of +/- 3 meters.
 DN8282
 DN8282.The orthometric height was determined by differential leveling and
 DN8282.adjusted by the NATIONAL GEODETIC SURVEY
 DN8282.in April 2013.
 DN8282
 DN8282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8282.GEOID18 height accuracy estimate available here.
 DN8282
 DN8282.Click photographs - Photos may exist for this station.
 DN8282
 DN8282.The dynamic height is computed by dividing the NAVD 88
 DN8282.geopotential number by the normal gravity value computed on the
 DN8282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8282.degrees latitude (g = 980.6199 gals.).
 DN8282
 DN8282.The modeled gravity was interpolated from observed gravity values.
 DN8282
 DN8282;                    North         East    Units  Estimated Accuracy
 DN8282;SPC NJ       -    66,068.2     149,439.9     MT  (+/- 3 meters HH1 GPS) 
 DN8282
 DN8282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4247364446(NAD 83)
 DN8282
 DN8282                          SUPERSEDED SURVEY CONTROL
 DN8282
 DN8282.No superseded survey control is available for this station.
 DN8282
 DN8282_MARKER: DD = SURVEY DISK
 DN8282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8282_STAMPING: 1 F 3 2010
 DN8282_MARK LOGO: NJDT
 DN8282_PROJECTION: FLUSH
 DN8282_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8282+STABILITY: SURFACE MOTION
 DN8282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8282+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2024
 DN8282
 DN8282  HISTORY     - Date     Condition        Report By
 DN8282  HISTORY     - 20100510 MONUMENTED       NJGS
 DN8282  HISTORY     - 20161206 GOOD             NJGS
 DN8282  HISTORY     - 20240207 GOOD             NJGS
 DN8282
 DN8282                          STATION DESCRIPTION
 DN8282
 DN8282'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8282'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8282'U.S. HIGHWAY 30.
 DN8282'
 DN8282'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8282'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8282'SOUTHEAST ON U.S. HIGHWAY 30 FOR 2.4 MI (3.9 KM) TO THE STATION ON THE
 DN8282'RIGHT, SET FLUSH WITH THE GROUND IN FRONT OF THE DITMIRE MOTOR WORKS
 DN8282'CAR DEALERSHIP, A ONE STORY CONCRETE BLOCK BUILDING.
 DN8282'
 DN8282'THE STATION IS 2.6 M (8.5 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8282'U.S. HIGHWAY 30, 5.5 M (18.0 FT) SOUTHEAST FROM A WOOD UTILITY POLE
 DN8282'WITH NO NUMBER, 5.9 M (19.4 FT) EAST FROM THE NORTH CORNER OF THE CAR
 DN8282'DEALERSHIP BUILDING AND 23.4 M (76.8 FT) NORTHWEST FROM THE CENTER
 DN8282'LINE OF THE PAVED ENTRANCE DRIVE LEADING INTO THE PARKING LOT FOR THE
 DN8282'CAR DEALERSHIP.
 DN8282'
 DN8282'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION
 DN8282'966+61.45.
 DN8282
 DN8282                          STATION RECOVERY (2016)
 DN8282
 DN8282'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DN8282'RECOVERED AS DESCRIBED.
 DN8282'
 DN8282'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHWEST OF ATLANTIC
 DN8282'CITY, 3.8 MI (6.1 KM) SOUTHWEST OF OCEANVILLE AND 2.8 MI (4.5 KM)
 DN8282'NORTH-NORTHEAST OF PLEASANTVILLE, IN THE CITY OF ABSECON.
 DN8282
 DN8282                          STATION RECOVERY (2024)
 DN8282
 DN8282'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DN8282'RECOVERED AS DESCRIBED BY DATA SHEET WITH THE FOLLOWING ADDITION.
 DN8282'POLE NUMBER IS P23232.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8308 ***********************************************************************
 DN8308  DESIGNATION -  1 F 4
 DN8308  PID         -  DN8308
 DN8308  STATE/COUNTY-  NJ/ATLANTIC
 DN8308  COUNTRY     -  US
 DN8308  USGS QUAD   -  OCEANVILLE (2019)
 DN8308
 DN8308                         *CURRENT SURVEY CONTROL
 DN8308  ______________________________________________________________________
 DN8308* NAD 83(1986) POSITION- 39 24 34.16   (N) 074 29 30.75   (W)   HD_HELD1
 DN8308* NAVD 88 ORTHO HEIGHT -     1.933 (meters)        6.34  (feet) ADJUSTED
 DN8308  ______________________________________________________________________
 DN8308  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 DN8308  DYNAMIC HEIGHT  -          1.932 (meters)        6.34  (feet) COMP
 DN8308  MODELED GRAVITY -    980,116.9   (mgal)                       NAVD 88
 DN8308
 DN8308  VERT ORDER      -  FIRST     CLASS II
 DN8308
 DN8308.The horizontal coordinates were determined by differentially corrected
 DN8308.hand held GPS observations or other comparable positioning techniques
 DN8308.and have an estimated accuracy of +/- 3 meters.
 DN8308
 DN8308.The orthometric height was determined by differential leveling and
 DN8308.adjusted by the NATIONAL GEODETIC SURVEY
 DN8308.in April 2013.
 DN8308
 DN8308.No vertical observational check was made to the station.
 DN8308
 DN8308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8308.GEOID18 height accuracy estimate available here.
 DN8308
 DN8308.Click photographs - Photos may exist for this station.
 DN8308
 DN8308.The dynamic height is computed by dividing the NAVD 88
 DN8308.geopotential number by the normal gravity value computed on the
 DN8308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8308.degrees latitude (g = 980.6199 gals.).
 DN8308
 DN8308.The modeled gravity was interpolated from observed gravity values.
 DN8308
 DN8308;                    North         East    Units  Estimated Accuracy
 DN8308;SPC NJ       -    63,957.2     150,699.7     MT  (+/- 3 meters HH1 GPS) 
 DN8308
 DN8308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4374462342(NAD 83)
 DN8308
 DN8308                          SUPERSEDED SURVEY CONTROL
 DN8308
 DN8308.No superseded survey control is available for this station.
 DN8308
 DN8308_MARKER: DD = SURVEY DISK
 DN8308_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN8308_SP_SET: BRIDGE ABUTMENT
 DN8308_STAMPING: 1 F 4 2010
 DN8308_MARK LOGO: NJGS
 DN8308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8308+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2017
 DN8308
 DN8308  HISTORY     - Date     Condition        Report By
 DN8308  HISTORY     - 20100920 MONUMENTED       NJGS
 DN8308  HISTORY     - 20170217 GOOD             PBCONS
 DN8308  HISTORY     - 20170807 GOOD             PBCONS
 DN8308
 DN8308                          STATION DESCRIPTION
 DN8308
 DN8308'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8308'THE STATION IS LOCATED IN ABSECON, SET IN A DRILL HOLE IN THE WEST END
 DN8308'AT THE SIDEWALK LEVEL OF THE SOUTH ABUTMENT OF A BRIDGE (STRUCTURE
 DN8308'NUMBER 0103-158, MILEPOST 53.16) OVER A TIDAL CREEK.
 DN8308'
 DN8308'TO REACH THE STATION FROM THE JUNCTION OF ILLINOIS AVENUE (COUNTY ROAD
 DN8308'631)/TURNER AVENUE AND ABSECON BOULEVARD (US HIGHWAY 30), GO 0.9 MI
 DN8308'(1.4 KM) SOUTH-SOUTHEAST ON ABSECON BOULEVARD (US HIGHWAY 30) TO THE
 DN8308'STATION ON THE RIGHT.
 DN8308'
 DN8308'THE STATION IS 23.5 FT (7.2 M) NORTH-NORTHEAST OF POLE NUMBER P3937,
 DN8308'131 FT (39.9 M) SOUTH-SOUTHWEST OF POLE NUMBER P393, 56 FT (17.1 M)
 DN8308'SOUTH OF THE CENTER OF THE BRIDGE, 3.2 FT (1.0 M) WEST OF THE WEST
 DN8308'CURB OF ABSECON BOULEVARD (US HIGHWAY 30), 9.8 MI (15.8 KM) NORTH OF
 DN8308'THE SOUTHWEST END OF THE CONCRETE BALUSTRADE.
 DN8308'
 DN8308'THE STATION IS ALSO ABOUT 0.1 MI (0.2 KM) NORTH OF A U-TURN JUGHANDLE.
 DN8308
 DN8308                          STATION RECOVERY (2017)
 DN8308
 DN8308'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DN8308'RECOVERED IN GOOD CONDITION.
 DN8308
 DN8308                          STATION RECOVERY (2017)
 DN8308
 DN8308'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DN8308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8263 ***********************************************************************
 DQ8263  DESIGNATION -  1 F 5
 DQ8263  PID         -  DQ8263
 DQ8263  STATE/COUNTY-  NJ/ATLANTIC
 DQ8263  COUNTRY     -  US
 DQ8263  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8263
 DQ8263                         *CURRENT SURVEY CONTROL
 DQ8263  ______________________________________________________________________
 DQ8263* NAD 83(1986) POSITION- 39 22 00.06   (N) 074 24 49.34   (W)   HD_HELD1
 DQ8263* NAVD 88 ORTHO HEIGHT -     2.072 (meters)        6.80  (feet) ADJUSTED
 DQ8263  ______________________________________________________________________
 DQ8263  GEOID HEIGHT    -        -34.420 (meters)                     GEOID18
 DQ8263  DYNAMIC HEIGHT  -          2.071 (meters)        6.79  (feet) COMP
 DQ8263  MODELED GRAVITY -    980,106.9   (mgal)                       NAVD 88
 DQ8263
 DQ8263  VERT ORDER      -  FIRST     CLASS II
 DQ8263
 DQ8263.The horizontal coordinates were determined by differentially corrected
 DQ8263.hand held GPS observations or other comparable positioning techniques
 DQ8263.and have an estimated accuracy of +/- 3 meters.
 DQ8263
 DQ8263.The orthometric height was determined by differential leveling and
 DQ8263.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8263.in March 2022.
 DQ8263
 DQ8263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8263.GEOID18 height accuracy estimate available here.
 DQ8263
 DQ8263.Click photographs - Photos may exist for this station.
 DQ8263
 DQ8263.The dynamic height is computed by dividing the NAVD 88
 DQ8263.geopotential number by the normal gravity value computed on the
 DQ8263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8263.degrees latitude (g = 980.6199 gals.).
 DQ8263
 DQ8263.The modeled gravity was interpolated from observed gravity values.
 DQ8263
 DQ8263;                    North         East    Units  Estimated Accuracy
 DQ8263;SPC NJ       -    59,208.8     157,435.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8263
 DQ8263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5050557633(NAD 83)
 DQ8263
 DQ8263                          SUPERSEDED SURVEY CONTROL
 DQ8263
 DQ8263  NAVD 88 (08/07/18)    2.068  (m)            6.78   (f) SUPERSEDED  1 2
 DQ8263
 DQ8263.Superseded values are not recommended for survey control.
 DQ8263
 DQ8263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ8263.See file dsdata.pdf to determine how the superseded data were derived.
 DQ8263
 DQ8263_MARKER: DD = SURVEY DISK
 DQ8263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8263_STAMPING: 1 F 5 2017
 DQ8263_MARK LOGO: NJGS
 DQ8263_PROJECTION: FLUSH
 DQ8263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8263+STABILITY: SURFACE MOTION
 DQ8263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8263+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DQ8263
 DQ8263  HISTORY     - Date     Condition        Report By
 DQ8263  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8263  HISTORY     - 20210526 GOOD             NJGS
 DQ8263
 DQ8263                          STATION DESCRIPTION
 DQ8263
 DQ8263'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8263'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF
 DQ8263'PLEASANTVILLE, 4.0 MI (6.4 KM) SOUTHWEST OF BRIGANTINE, IN THE TOWN OF
 DQ8263'ATLANTIC CITY, NJ.
 DQ8263'
 DQ8263'IN ATLANTIC CITY, THE STATION IS SET IN THE FRONT OF THE SIGN FOR THE
 DQ8263'ABSECON LIGHT STATE PARK, AT THE DRIVEWAY ENTRANCE FRONTING VERMONT
 DQ8263'AVENUE.
 DQ8263'
 DQ8263'THE STATION IS 28.6 FT (8.7 M) SOUTHWEST OF THE CENTERLINE OF THE
 DQ8263'SIDEWALK, 3.5 FT (1.1 M) NORTHEAST OF THE FACE OF THE SIGN, 82 FT
 DQ8263'(25.0 M) SOUTHEAST OF A FIRE HYDRANT, 41.3 FT (12.6 M) NORTHWEST OF
 DQ8263'POLE NUMBER A3509.
 DQ8263
 DQ8263                          STATION RECOVERY (2021)
 DQ8263
 DQ8263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DQ8263'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8288 ***********************************************************************
 DQ8288  DESIGNATION -  1 F 6
 DQ8288  PID         -  DQ8288
 DQ8288  STATE/COUNTY-  NJ/ATLANTIC
 DQ8288  COUNTRY     -  US
 DQ8288  USGS QUAD   -  OCEANVILLE (2019)
 DQ8288
 DQ8288                         *CURRENT SURVEY CONTROL
 DQ8288  ______________________________________________________________________
 DQ8288* NAD 83(1986) POSITION- 39 22 39.06   (N) 074 29 14.44   (W)   HD_HELD1
 DQ8288* NAVD 88 ORTHO HEIGHT -     2.246 (meters)        7.37  (feet) ADJUSTED
 DQ8288  ______________________________________________________________________
 DQ8288  GEOID HEIGHT    -        -34.288 (meters)                     GEOID18
 DQ8288  DYNAMIC HEIGHT  -          2.245 (meters)        7.37  (feet) COMP
 DQ8288  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 DQ8288
 DQ8288  VERT ORDER      -  FIRST     CLASS II
 DQ8288
 DQ8288.The horizontal coordinates were determined by differentially corrected
 DQ8288.hand held GPS observations or other comparable positioning techniques
 DQ8288.and have an estimated accuracy of +/- 3 meters.
 DQ8288
 DQ8288.The orthometric height was determined by differential leveling and
 DQ8288.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8288.in August 2018.
 DQ8288
 DQ8288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8288.GEOID18 height accuracy estimate available here.
 DQ8288
 DQ8288.Click photographs - Photos may exist for this station.
 DQ8288
 DQ8288.The dynamic height is computed by dividing the NAVD 88
 DQ8288.geopotential number by the normal gravity value computed on the
 DQ8288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8288.degrees latitude (g = 980.6199 gals.).
 DQ8288
 DQ8288.The modeled gravity was interpolated from observed gravity values.
 DQ8288
 DQ8288;                    North         East    Units  Estimated Accuracy
 DQ8288;SPC NJ       -    60,407.9     151,090.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8288
 DQ8288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4415458796(NAD 83)
 DQ8288
 DQ8288                          SUPERSEDED SURVEY CONTROL
 DQ8288
 DQ8288.No superseded survey control is available for this station.
 DQ8288
 DQ8288_MARKER: DD = SURVEY DISK
 DQ8288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8288_STAMPING: 1 F 6 2017
 DQ8288_MARK LOGO: NJDT
 DQ8288_PROJECTION: FLUSH
 DQ8288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8288+STABILITY: SURFACE MOTION
 DQ8288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8288+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 DQ8288
 DQ8288  HISTORY     - Date     Condition        Report By
 DQ8288  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8288  HISTORY     - 20170523 GOOD             NJGS
 DQ8288
 DQ8288                          STATION DESCRIPTION
 DQ8288
 DQ8288'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8288'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF
 DQ8288'OCEANVILLE, 3.5 MI (5.6 KM) WEST-NORTHWEST OF ATLANTIC CITY AND 2.2 MI
 DQ8288'(3.5 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8288'
 DQ8288'IN ATLANTIC CITY, THE STATION IS ABOUT 91 FT (27.7 M) SOUTHEAST OF THE
 DQ8288'CENTER OF THE U.S. HIGHWAY 40/322 CULVERT OVER JONATHON THOROFARE
 DQ8288'(STRUCTURE NUMBER 0109-150, MILEPOST 61.6).
 DQ8288'
 DQ8288'THE STATION IS 5 FT (1.5 M) SOUTHWEST OF THE GUIDE RAIL, 1.5 FT (0.5
 DQ8288'M) NORTHEAST OF THE CURB, 28.5 FT (8.7 M) SOUTHEAST OF A SIGN (45
 DQ8288'MPH), 13.5 FT (4.1 M) NORTHWEST OF POLE NUMBER A20633, 206 FT (62.8 M)
 DQ8288'NORTHWEST OF THE CENTERLINE OF A U-TURN JUG HANDLE FOR U.S. HIGHWAY
 DQ8288'40/322.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7239 ***********************************************************************
 DR7239  DESIGNATION -  1 F 7
 DR7239  PID         -  DR7239
 DR7239  STATE/COUNTY-  NJ/ATLANTIC
 DR7239  COUNTRY     -  US
 DR7239  USGS QUAD   -  OCEANVILLE (2019)
 DR7239
 DR7239                         *CURRENT SURVEY CONTROL
 DR7239  ______________________________________________________________________
 DR7239* NAD 83(1986) POSITION- 39 23 12.35   (N) 074 25 06.41   (W)   HD_HELD1
 DR7239* NAVD 88 ORTHO HEIGHT -     3.055 (meters)       10.02  (feet) ADJUSTED
 DR7239  ______________________________________________________________________
 DR7239  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 DR7239  DYNAMIC HEIGHT  -          3.053 (meters)       10.02  (feet) COMP
 DR7239  MODELED GRAVITY -    980,110.9   (mgal)                       NAVD 88
 DR7239
 DR7239  VERT ORDER      -  FIRST     CLASS II
 DR7239
 DR7239.The horizontal coordinates were determined by differentially corrected
 DR7239.hand held GPS observations or other comparable positioning techniques
 DR7239.and have an estimated accuracy of +/- 3 meters.
 DR7239
 DR7239.The orthometric height was determined by differential leveling and
 DR7239.adjusted by the NATIONAL GEODETIC SURVEY
 DR7239.in March 2022.
 DR7239
 DR7239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7239.GEOID18 height accuracy estimate available here.
 DR7239
 DR7239.Click photographs - Photos may exist for this station.
 DR7239
 DR7239.The dynamic height is computed by dividing the NAVD 88
 DR7239.geopotential number by the normal gravity value computed on the
 DR7239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7239.degrees latitude (g = 980.6199 gals.).
 DR7239
 DR7239.The modeled gravity was interpolated from observed gravity values.
 DR7239
 DR7239;                    North         East    Units  Estimated Accuracy
 DR7239;SPC NJ       -    61,437.6     157,025.3     MT  (+/- 3 meters HH1 GPS) 
 DR7239
 DR7239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5008259858(NAD 83)
 DR7239
 DR7239                          SUPERSEDED SURVEY CONTROL
 DR7239
 DR7239.No superseded survey control is available for this station.
 DR7239
 DR7239_MARKER: R = RIVET
 DR7239_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR7239_STAMPING: 1 F 7 2021
 DR7239_PROJECTION: FLUSH
 DR7239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7239+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2021
 DR7239
 DR7239  HISTORY     - Date     Condition        Report By
 DR7239  HISTORY     - 2021     MONUMENTED       NJDT
 DR7239  HISTORY     - 20210507 GOOD             NJGS
 DR7239
 DR7239                          STATION DESCRIPTION
 DR7239
 DR7239'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7239'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF PLEASANTVILLE, 3.3
 DR7239'MI (5.3 KM) WEST-SOUTHWEST OF BRIGANTINE AND 1.6 MI (2.6 KM) NORTH OF
 DR7239'ATLANTIC CITY.
 DR7239'
 DR7239'1.6 MI (2.6 KM) NORTH OF ATLANTIC CITY, STATION BEING A DOT PLUG SET
 DR7239'IN A CONCRETE MONUMENT ON TOP OF THE CONCRETE SEAWALL ON THE SOUTHEAST
 DR7239'SIDE AT THE WATER LEVEL OF A U-TURN AT THE NORTHEAST END OF THE NJ
 DR7239'ROUTE 87 BRIDGE SPANNING THE ABSECON INLET.
 DR7239'
 DR7239'THE STATION IS 2.8 FT (0.9 M) SOUTHEAST OF THE CURB, 8.4 FT (2.6 M)
 DR7239'NORTHWEST OF THE METAL SEAWALL, 16.1 FT (4.9 M) SOUTH OF POLE NUMBER
 DR7239'A18069, 4.2 FT (1.3 M) EAST OF THE CENTER OF AN INLET AND 1.1 FT (0.3
 DR7239'M) SOUTHEAST OF A GUIDERAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6707 ***********************************************************************
 AB6707  DESIGNATION -  1 G 1
 AB6707  PID         -  AB6707
 AB6707  STATE/COUNTY-  NJ/ATLANTIC
 AB6707  COUNTRY     -  US
 AB6707  USGS QUAD   -  HAMMONTON (2019)
 AB6707
 AB6707                         *CURRENT SURVEY CONTROL
 AB6707  ______________________________________________________________________
 AB6707* NAD 83(1986) POSITION- 39 39 37.5    (N) 074 46 24.6    (W)   HD_HELD2
 AB6707* NAVD 88 ORTHO HEIGHT -    20.579 (meters)       67.52  (feet) ADJUSTED
 AB6707  ______________________________________________________________________
 AB6707  GEOID HEIGHT    -        -33.340 (meters)                     GEOID18
 AB6707  DYNAMIC HEIGHT  -         20.569 (meters)       67.48  (feet) COMP
 AB6707  MODELED GRAVITY -    980,138.3   (mgal)                       NAVD 88
 AB6707
 AB6707  VERT ORDER      -  FIRST     CLASS II
 AB6707
 AB6707.The horizontal coordinates were established by autonomous hand held GPS
 AB6707.observations and have an estimated accuracy of +/- 10 meters.
 AB6707
 AB6707.The orthometric height was determined by differential leveling and
 AB6707.adjusted by the NATIONAL GEODETIC SURVEY
 AB6707.in September 1996.
 AB6707
 AB6707.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6707.GEOID18 height accuracy estimate available here.
 AB6707
 AB6707.Click photographs - Photos may exist for this station.
 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       -    91,850.      126,532.      MT  (+/- 10 meters HH2 GPS)
 AB6707
 AB6707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1942990092(NAD 83)
 AB6707
 AB6707                          SUPERSEDED SURVEY CONTROL
 AB6707
 AB6707.No superseded survey control is available for this station.
 AB6707
 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_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 AB6707+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2017
 AB6707
 AB6707  HISTORY     - Date     Condition        Report By
 AB6707  HISTORY     - 1995     MONUMENTED       NJGS
 AB6707  HISTORY     - 20170629 GOOD             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.
 AB6707
 AB6707                          STATION RECOVERY (2017)
 AB6707
 AB6707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 AB6707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6024 ***********************************************************************
 DM6024  DESIGNATION -  1 G 2
 DM6024  PID         -  DM6024
 DM6024  STATE/COUNTY-  NJ/ATLANTIC
 DM6024  COUNTRY     -  US
 DM6024  USGS QUAD   -  EGG HARBOR CITY (2019)
 DM6024
 DM6024                         *CURRENT SURVEY CONTROL
 DM6024  ______________________________________________________________________
 DM6024* NAD 83(1986) POSITION- 39 31 54.     (N) 074 39 07.     (W)   SCALED
 DM6024* NAVD 88 ORTHO HEIGHT -    18.955 (meters)       62.19  (feet) ADJUSTED
 DM6024  ______________________________________________________________________
 DM6024  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 DM6024  DYNAMIC HEIGHT  -         18.945 (meters)       62.16  (feet) COMP
 DM6024  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 DM6024
 DM6024  VERT ORDER      -  FIRST     CLASS I
 DM6024
 DM6024.The horizontal coordinates were scaled from a map and have
 DM6024.an estimated accuracy of +/- 6 seconds.
 DM6024
 DM6024.The orthometric height was determined by differential leveling and
 DM6024.adjusted by the NATIONAL GEODETIC SURVEY
 DM6024.in May 2011.
 DM6024
 DM6024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6024.GEOID18 height accuracy estimate available here.
 DM6024
 DM6024.Click photographs - Photos may exist for this station.
 DM6024
 DM6024.The dynamic height is computed by dividing the NAVD 88
 DM6024.geopotential number by the normal gravity value computed on the
 DM6024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6024.degrees latitude (g = 980.6199 gals.).
 DM6024
 DM6024.The modeled gravity was interpolated from observed gravity values.
 DM6024
 DM6024;                    North         East    Units  Estimated Accuracy
 DM6024;SPC NJ       -    77,530.      136,940.      MT  (+/- 180 meters Scaled)
 DM6024
 DM6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ299758(NAD 83)
 DM6024
 DM6024                          SUPERSEDED SURVEY CONTROL
 DM6024
 DM6024.No superseded survey control is available for this station.
 DM6024
 DM6024_MARKER: DD = SURVEY DISK
 DM6024_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6024_SP_SET: SIGN BASE
 DM6024_STAMPING: 1 G 2 2007
 DM6024_MARK LOGO: NJGS
 DM6024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6024+STABILITY: SURFACE MOTION
 DM6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6024+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 DM6024
 DM6024  HISTORY     - Date     Condition        Report By
 DM6024  HISTORY     - 20070821 MONUMENTED       NJGS
 DM6024
 DM6024                          STATION DESCRIPTION
 DM6024
 DM6024'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6024'THE STATION IS LOCATED IN EGG HARBOR CITY, SET IN A DRILL HOLE IN THE
 DM6024'SOUTHEAST CORNER OF THE CONCRETE BASE FOR A SIGN FOR WADDELL LIQUOR
 DM6024'STORE ON THE NORTHWEST CORNER OF US HIGHWAY 30 (WHITEHORSE PIKE) AND
 DM6024'NORFOLK AVENUE.
 DM6024'
 DM6024'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 50 (SOUTH
 DM6024'PHILADELPHIA AVENUE) AND US HIGHWAY 30 (WHITEHORSE PIKE) IN EGG HARBOR
 DM6024'CITY, GO 0.3 MI (0.5 KM) NORTHWEST ON US HIGHWAY 30 TO THE STATION ON
 DM6024'THE LEFT.
 DM6024'
 DM6024'THE STATION IS 13.0 FT (4.0 M) WEST OF THE WEST CURB OF HIGHWAY 30,
 DM6024'16.0 FT (4.9 M) NORTHWEST OF THE NORTHWEST CURB OF NORFOLK AVENUE,
 DM6024'44.3 FT (13.5 M) SOUTH OF POLE NUMBER H2993, 78.6 FT (24.0 M)
 DM6024'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE.  THE STATION IS
 DM6024'ABOUT 6 INCHES (15 CM) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8283 ***********************************************************************
 DN8283  DESIGNATION -  1 G 3
 DN8283  PID         -  DN8283
 DN8283  STATE/COUNTY-  NJ/ATLANTIC
 DN8283  COUNTRY     -  US
 DN8283  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8283
 DN8283                         *CURRENT SURVEY CONTROL
 DN8283  ______________________________________________________________________
 DN8283* NAD 83(1986) POSITION- 39 25 36.     (N) 074 30 14.     (W)   SCALED
 DN8283* NAVD 88 ORTHO HEIGHT -     5.166 (meters)       16.95  (feet) ADJUSTED
 DN8283  ______________________________________________________________________
 DN8283  GEOID HEIGHT    -        -34.036 (meters)                     GEOID18
 DN8283  DYNAMIC HEIGHT  -          5.163 (meters)       16.94  (feet) COMP
 DN8283  MODELED GRAVITY -    980,120.2   (mgal)                       NAVD 88
 DN8283
 DN8283  VERT ORDER      -  FIRST     CLASS II
 DN8283
 DN8283.The horizontal coordinates were scaled from a map and have
 DN8283.an estimated accuracy of +/- 6 seconds.
 DN8283
 DN8283.The orthometric height was determined by differential leveling and
 DN8283.adjusted by the NATIONAL GEODETIC SURVEY
 DN8283.in April 2013.
 DN8283
 DN8283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8283.GEOID18 height accuracy estimate available here.
 DN8283
 DN8283.Click photographs - Photos may exist for this station.
 DN8283
 DN8283.The dynamic height is computed by dividing the NAVD 88
 DN8283.geopotential number by the normal gravity value computed on the
 DN8283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8283.degrees latitude (g = 980.6199 gals.).
 DN8283
 DN8283.The modeled gravity was interpolated from observed gravity values.
 DN8283
 DN8283;                    North         East    Units  Estimated Accuracy
 DN8283;SPC NJ       -    65,860.      149,670.      MT  (+/- 180 meters Scaled)
 DN8283
 DN8283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ427642(NAD 83)
 DN8283
 DN8283                          SUPERSEDED SURVEY CONTROL
 DN8283
 DN8283.No superseded survey control is available for this station.
 DN8283
 DN8283_MARKER: DD = SURVEY DISK
 DN8283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8283_STAMPING: 1 G 3 2010
 DN8283_MARK LOGO: NJDT
 DN8283_PROJECTION: FLUSH
 DN8283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8283+STABILITY: SURFACE MOTION
 DN8283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8283+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN8283
 DN8283  HISTORY     - Date     Condition        Report By
 DN8283  HISTORY     - UNK      MONUMENTED       NJDT
 DN8283  HISTORY     - 20100510 GOOD             NJGS
 DN8283
 DN8283                          STATION DESCRIPTION
 DN8283
 DN8283'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8283'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8283'U.S. HIGHWAY 30.
 DN8283'
 DN8283'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8283'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8283'SOUTHEAST ON U.S. HIGHWAY 30 FOR 2.6 MI (4.2 KM) TO THE STATION ON THE
 DN8283'RIGHT, SET FLUSH IN THE LAWN IN FRONT OF A TWO STORY FRAME HOUSE,
 DN8283'NUMBER 227.
 DN8283'
 DN8283'THE STATION IS 2.4 M (7.9 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8283'U.S. HIGHWAY 30, 5.8 M (19.0 FT) SOUTHEAST FROM THE CENTER LINE OF THE
 DN8283'PAVED ENTRANCE DRIVE LEADING TO THE PARKING LOT FOR THE ANIMAL HOUSE
 DN8283'DOG GROOMING STORE, A ONE STORY FRAME BUILDING, NUMBER 229, 2.0 M (6.6
 DN8283'FT) SOUTH FROM A YELLOW PAINTED FIRE HYDRANT AND 2.7 M (8.9 FT) WEST
 DN8283'FROM THE NORTHEAST METAL LEG WITH WITNESS SIGN ATTACHED SUPPORTING A
 DN8283'YELLOW DIAMOND SHAPED TRAFFIC SIGN (SHARE THE ROAD).
 DN8283'
 DN8283'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION
 DN8283'976+48.38.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8307 ***********************************************************************
 DN8307  DESIGNATION -  1 G 4
 DN8307  PID         -  DN8307
 DN8307  STATE/COUNTY-  NJ/ATLANTIC
 DN8307  COUNTRY     -  US
 DN8307  USGS QUAD   -  OCEANVILLE (2019)
 DN8307
 DN8307                         *CURRENT SURVEY CONTROL
 DN8307  ______________________________________________________________________
 DN8307* NAD 83(1986) POSITION- 39 24 45.56   (N) 074 29 29.96   (W)   HD_HELD1
 DN8307* NAVD 88 ORTHO HEIGHT -     1.589 (meters)        5.21  (feet) ADJUSTED
 DN8307  ______________________________________________________________________
 DN8307  GEOID HEIGHT    -        -34.117 (meters)                     GEOID18
 DN8307  DYNAMIC HEIGHT  -          1.588 (meters)        5.21  (feet) COMP
 DN8307  MODELED GRAVITY -    980,117.5   (mgal)                       NAVD 88
 DN8307
 DN8307  VERT ORDER      -  FIRST     CLASS II
 DN8307
 DN8307.The horizontal coordinates were determined by differentially corrected
 DN8307.hand held GPS observations or other comparable positioning techniques
 DN8307.and have an estimated accuracy of +/- 3 meters.
 DN8307
 DN8307.The orthometric height was determined by differential leveling and
 DN8307.adjusted by the NATIONAL GEODETIC SURVEY
 DN8307.in April 2013.
 DN8307
 DN8307.No vertical observational check was made to the station.
 DN8307
 DN8307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8307.GEOID18 height accuracy estimate available here.
 DN8307
 DN8307.Click photographs - Photos may exist for this station.
 DN8307
 DN8307.The dynamic height is computed by dividing the NAVD 88
 DN8307.geopotential number by the normal gravity value computed on the
 DN8307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8307.degrees latitude (g = 980.6199 gals.).
 DN8307
 DN8307.The modeled gravity was interpolated from observed gravity values.
 DN8307
 DN8307;                    North         East    Units  Estimated Accuracy
 DN8307;SPC NJ       -    64,308.7     150,718.6     MT  (+/- 3 meters HH1 GPS) 
 DN8307
 DN8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4376162694(NAD 83)
 DN8307
 DN8307                          SUPERSEDED SURVEY CONTROL
 DN8307
 DN8307.No superseded survey control is available for this station.
 DN8307
 DN8307_MARKER: DD = SURVEY DISK
 DN8307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8307_STAMPING: 1 G 4 2010
 DN8307_MARK LOGO: NJDT
 DN8307_PROJECTION: FLUSH
 DN8307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8307+STABILITY: SURFACE MOTION
 DN8307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8307+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DN8307
 DN8307  HISTORY     - Date     Condition        Report By
 DN8307  HISTORY     - UNK      MONUMENTED       NJDT
 DN8307  HISTORY     - 20100920 GOOD             NJGS
 DN8307  HISTORY     - 20140226 GOOD             WATER
 DN8307
 DN8307                          STATION DESCRIPTION
 DN8307
 DN8307'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DN8307'THE STATION IS LOCATED IN ABSECON, ON THE WEST SIDE OF THE EASTBOUND
 DN8307'LANES OF ABSECON BOULEVARD (US HIGHWAY 30).
 DN8307'
 DN8307'TO REACH THE STATION FROM THE JUNCTION OF ILLINOIS AVENUE (COUNTY ROAD
 DN8307'631)/TURNER AVENUE AND ABSECON BOULEVARD (US HIGHWAY 30), GO 0.7 MI
 DN8307'(1.1 KM) SOUTH-SOUTHEAST ON ABSECON BOULEVARD (US HIGHWAY 30) TO THE
 DN8307'STATION ON THE RIGHT.
 DN8307'
 DN8307'THE STATION IS 10 FT (3.0 M) WEST OF THE WEST EDGE OF ABSECON
 DN8307'BOULEVARD (US HIGHWAY 30), 73.6 FT (22.4 M) SOUTH OF POLE NUMBER
 DN8307'P3947, 199.5 FT (60.8 M) SOUTH OF POLE NUMBER P3948, 260 FT (79.2 M)
 DN8307'SOUTH OF THE WOODEN PLANK WALKWAY LEADING TO BILLBOARDS 15671/6086,
 DN8307'70.5 FT (21.5 M) NORTH OF POLE NUMBER P3946, 192 FT (58.5 M) NORTH OF
 DN8307'A POLE WITH NO NUMBER, 130 FT (39.6 M) NORTH OF THE WOODEN PLANK
 DN8307'WALKWAY LEADING TO BILLBOARDS 6180/6181, 230 FT (70.1 M) NORTH OF
 DN8307'MILEPOST 53, 2 FT (0.6 M) WEST OF A WITNESS POST.
 DN8307
 DN8307                          STATION RECOVERY (2014)
 DN8307
 DN8307'RECOVERY NOTE BY WATERSHED SCIENCES 2014 (MN)
 DN8307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8264 ***********************************************************************
 DQ8264  DESIGNATION -  1 G 5
 DQ8264  PID         -  DQ8264
 DQ8264  STATE/COUNTY-  NJ/ATLANTIC
 DQ8264  COUNTRY     -  US
 DQ8264  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8264
 DQ8264                         *CURRENT SURVEY CONTROL
 DQ8264  ______________________________________________________________________
 DQ8264* NAD 83(1986) POSITION- 39 21 51.89   (N) 074 24 37.86   (W)   HD_HELD1
 DQ8264* NAVD 88 ORTHO HEIGHT -     3.731 (meters)       12.24  (feet) ADJUSTED
 DQ8264  ______________________________________________________________________
 DQ8264  GEOID HEIGHT    -        -34.433 (meters)                     GEOID18
 DQ8264  DYNAMIC HEIGHT  -          3.729 (meters)       12.23  (feet) COMP
 DQ8264  MODELED GRAVITY -    980,106.6   (mgal)                       NAVD 88
 DQ8264
 DQ8264  VERT ORDER      -  FIRST     CLASS II
 DQ8264
 DQ8264.The horizontal coordinates were determined by differentially corrected
 DQ8264.hand held GPS observations or other comparable positioning techniques
 DQ8264.and have an estimated accuracy of +/- 3 meters.
 DQ8264
 DQ8264.The orthometric height was determined by differential leveling and
 DQ8264.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8264.in August 2018.
 DQ8264
 DQ8264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8264.GEOID18 height accuracy estimate available here.
 DQ8264
 DQ8264.Click photographs - Photos may exist for this station.
 DQ8264
 DQ8264.The dynamic height is computed by dividing the NAVD 88
 DQ8264.geopotential number by the normal gravity value computed on the
 DQ8264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8264.degrees latitude (g = 980.6199 gals.).
 DQ8264
 DQ8264.The modeled gravity was interpolated from observed gravity values.
 DQ8264
 DQ8264;                    North         East    Units  Estimated Accuracy
 DQ8264;SPC NJ       -    58,957.1     157,710.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8264
 DQ8264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5078157382(NAD 83)
 DQ8264
 DQ8264                          SUPERSEDED SURVEY CONTROL
 DQ8264
 DQ8264.No superseded survey control is available for this station.
 DQ8264
 DQ8264_MARKER: DD = SURVEY DISK
 DQ8264_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8264+WITH SETTING: PAVEMENT
 DQ8264_SP_SET: RAMP
 DQ8264_STAMPING: 1 G 5 2017
 DQ8264_MARK LOGO: NJGS
 DQ8264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8264+STABILITY: SURFACE MOTION
 DQ8264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8264+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 DQ8264
 DQ8264  HISTORY     - Date     Condition        Report By
 DQ8264  HISTORY     - 20170525 MONUMENTED       NJGS
 DQ8264
 DQ8264                          STATION DESCRIPTION
 DQ8264
 DQ8264'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8264'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF
 DQ8264'PLEASANTVILLE, 4.0 MI (6.4 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC
 DQ8264'CITY.
 DQ8264'
 DQ8264'IN ATLANTIC CITY, SET IN THE CURB FOR A VEHICULAR RAMP LEADING TO THE
 DQ8264'BOARDWALK AT THE SOUTHEAST END OF NEW HAMPSHIRE AVENUE.
 DQ8264'
 DQ8264'THE STATION IS 1.5 FT (0.5 M) FROM A HAND RAIL, 80 FT (24.4 M) FROM
 DQ8264'THE EAST END OF THE CONCRETE RAMP, 12 FT (3.7 M) SOUTHWEST OF THE
 DQ8264'CENTERLINE OF THE RAMP, 20 FT (6.1 M) NORTHEAST OF THE CENTERLINE OF
 DQ8264'THE BOARDWALK AND 6.2 FT (1.9 M) NORTH-NORTHEAST OF A LIGHT POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8289 ***********************************************************************
 DQ8289  DESIGNATION -  1 G 6
 DQ8289  PID         -  DQ8289
 DQ8289  STATE/COUNTY-  NJ/ATLANTIC
 DQ8289  COUNTRY     -  US
 DQ8289  USGS QUAD   -  OCEANVILLE (2019)
 DQ8289
 DQ8289                         *CURRENT SURVEY CONTROL
 DQ8289  ______________________________________________________________________
 DQ8289* NAD 83(1986) POSITION- 39 22 49.24   (N) 074 29 39.30   (W)   HD_HELD1
 DQ8289* NAVD 88 ORTHO HEIGHT -     1.554 (meters)        5.10  (feet) ADJUSTED
 DQ8289  ______________________________________________________________________
 DQ8289  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 DQ8289  DYNAMIC HEIGHT  -          1.553 (meters)        5.10  (feet) COMP
 DQ8289  MODELED GRAVITY -    980,111.8   (mgal)                       NAVD 88
 DQ8289
 DQ8289  VERT ORDER      -  FIRST     CLASS II
 DQ8289
 DQ8289.The horizontal coordinates were determined by differentially corrected
 DQ8289.hand held GPS observations or other comparable positioning techniques
 DQ8289.and have an estimated accuracy of +/- 3 meters.
 DQ8289
 DQ8289.The orthometric height was determined by differential leveling and
 DQ8289.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8289.in August 2018.
 DQ8289
 DQ8289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8289.GEOID18 height accuracy estimate available here.
 DQ8289
 DQ8289.Click photographs - Photos may exist for this station.
 DQ8289
 DQ8289.The dynamic height is computed by dividing the NAVD 88
 DQ8289.geopotential number by the normal gravity value computed on the
 DQ8289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8289.degrees latitude (g = 980.6199 gals.).
 DQ8289
 DQ8289.The modeled gravity was interpolated from observed gravity values.
 DQ8289
 DQ8289;                    North         East    Units  Estimated Accuracy
 DQ8289;SPC NJ       -    60,721.8     150,495.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8289
 DQ8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4355859107(NAD 83)
 DQ8289
 DQ8289                          SUPERSEDED SURVEY CONTROL
 DQ8289
 DQ8289.No superseded survey control is available for this station.
 DQ8289
 DQ8289_MARKER: DD = SURVEY DISK
 DQ8289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8289_STAMPING: 1 G 6 2017
 DQ8289_MARK LOGO: NJDT
 DQ8289_PROJECTION: FLUSH
 DQ8289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8289+STABILITY: SURFACE MOTION
 DQ8289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8289+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 DQ8289
 DQ8289  HISTORY     - Date     Condition        Report By
 DQ8289  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8289  HISTORY     - 20170523 GOOD             NJGS
 DQ8289
 DQ8289                          STATION DESCRIPTION
 DQ8289
 DQ8289'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8289'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DQ8289'OCEANVILLE, 4.0 MI (6.4 KM) WEST-NORTHWEST OF ATLANTIC CITY AND 1.7 MI
 DQ8289'(2.7 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN EGG HARBOR TOWNSHIP.
 DQ8289'
 DQ8289'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND U.S. HIGHWAYS
 DQ8289'40/322, GO ABOUT 2.1 MI (3.4 KM) EAST-SOUTHEAST ON U.S. HIGHWAYS
 DQ8289'40/322 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY.
 DQ8289'
 DQ8289'THE STATION IS 8 FT (2.4 M) NORTH-NORTHEAST OF THE NORTH CURB, 44 FT
 DQ8289'(13.4 M) EAST OF POLE NUMBER P45637, 95.5 FT (29.1 M) WEST OF POLE
 DQ8289'NUMBER P15651, 50.3 FT (15.3 M) WEST OF THE CENTERLINE OF THE ENTRANCE
 DQ8289'DRIVEWAY TO THE BAY DRIVE MOTEL, 1.3 FT (0.4 M) NORTH OF THE NORTH
 DQ8289'EDGE OF THE SIDEWALK AND 11.5 FT (3.5 M) NORTHWEST OF AN INLET CURB
 DQ8289'PIECE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7229 ***********************************************************************
 DR7229  DESIGNATION -  1 G 7
 DR7229  PID         -  DR7229
 DR7229  STATE/COUNTY-  NJ/ATLANTIC
 DR7229  COUNTRY     -  US
 DR7229  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7229
 DR7229                         *CURRENT SURVEY CONTROL
 DR7229  ______________________________________________________________________
 DR7229* NAD 83(1986) POSITION- 39 24 56.38   (N) 074 21 21.47   (W)   HD_HELD1
 DR7229* NAVD 88 ORTHO HEIGHT -     1.400 (meters)        4.59  (feet) ADJUSTED
 DR7229  ______________________________________________________________________
 DR7229  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 DR7229  DYNAMIC HEIGHT  -          1.399 (meters)        4.59  (feet) COMP
 DR7229  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 DR7229
 DR7229  VERT ORDER      -  FIRST     CLASS II
 DR7229
 DR7229.The horizontal coordinates were determined by differentially corrected
 DR7229.hand held GPS observations or other comparable positioning techniques
 DR7229.and have an estimated accuracy of +/- 3 meters.
 DR7229
 DR7229.The orthometric height was determined by differential leveling and
 DR7229.adjusted by the NATIONAL GEODETIC SURVEY
 DR7229.in March 2022.
 DR7229
 DR7229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7229.GEOID18 height accuracy estimate available here.
 DR7229
 DR7229.Click photographs - Photos may exist for this station.
 DR7229
 DR7229.The dynamic height is computed by dividing the NAVD 88
 DR7229.geopotential number by the normal gravity value computed on the
 DR7229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7229.degrees latitude (g = 980.6199 gals.).
 DR7229
 DR7229.The modeled gravity was interpolated from observed gravity values.
 DR7229
 DR7229;                    North         East    Units  Estimated Accuracy
 DR7229;SPC NJ       -    64,652.2     162,402.8     MT  (+/- 3 meters HH1 GPS) 
 DR7229
 DR7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5544063102(NAD 83)
 DR7229
 DR7229                          SUPERSEDED SURVEY CONTROL
 DR7229
 DR7229.No superseded survey control is available for this station.
 DR7229
 DR7229_MARKER: DD = SURVEY DISK
 DR7229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7229_SP_SET: CURB
 DR7229_STAMPING: 1 G 7 2021
 DR7229_MARK LOGO: NJGS
 DR7229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7229+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2022
 DR7229
 DR7229  HISTORY     - Date     Condition        Report By
 DR7229  HISTORY     - 20210408 MONUMENTED       NJGS
 DR7229  HISTORY     - 20220505 GOOD             NJGS
 DR7229
 DR7229                          STATION DESCRIPTION
 DR7229
 DR7229'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7229'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF OCEANVILLE,
 DR7229'5.1 MI (8.2 KM) NORTHEAST OF ATLANTIC CITY AND 0.6 MI (1.0 KM)
 DR7229'NORTHEAST OF BRIGANTINE, IN THE NORTH END OF BRIGANTINE.
 DR7229'
 DR7229'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE (ROUTE 87) OVER THE
 DR7229'ABSECON INLET GO STRAIGHT FOR 2.06 MI (3.31 KM) TO THE INTERSECTION
 DR7229'WITH W BRIGANTINE AVENUE FROM THERE GO STRAIGHT ALL THE WAY TO THE
 DR7229'INTERSECTION OF E BRIGANTINE AVENUE AND 14TH ST N, THEN DRIVE 0.13 MI
 DR7229'(0.21 KM) TO THE STATION ON THE RIGHT SET ON THE CURB.
 DR7229'
 DR7229'THE STATION IS 74.91 FT (22.8 M) EAST OF POLE #A9135-BT641K, 66.91 FT
 DR7229'(20.4 M) NORTHEAST OF POLE #A11028, 40.83 FT (12.4 M) NORTHEAST OF THE
 DR7229'CENTERLINE OF 14TH ST N, 32.66 FT (10.0 M) NORTH OF A FIRE HYDRANT AND
 DR7229'12.83 FT (3.9 M) SOUTH OF THE CENTERLINE OF E BEACH AVENUE.
 DR7229
 DR7229                          STATION RECOVERY (2022)
 DR7229
 DR7229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DR7229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6708 ***********************************************************************
 AB6708  DESIGNATION -  1 H 1
 AB6708  PID         -  AB6708
 AB6708  STATE/COUNTY-  NJ/ATLANTIC
 AB6708  COUNTRY     -  US
 AB6708  USGS QUAD   -  HAMMONTON (2019)
 AB6708
 AB6708                         *CURRENT SURVEY CONTROL
 AB6708  ______________________________________________________________________
 AB6708* NAD 83(1986) POSITION- 39 39 50.9    (N) 074 46 09.0    (W)   HD_HELD2
 AB6708* NAVD 88 ORTHO HEIGHT -    19.593 (meters)       64.28  (feet) ADJUSTED
 AB6708  ______________________________________________________________________
 AB6708  GEOID HEIGHT    -        -33.328 (meters)                     GEOID18
 AB6708  DYNAMIC HEIGHT  -         19.584 (meters)       64.25  (feet) COMP
 AB6708  MODELED GRAVITY -    980,139.0   (mgal)                       NAVD 88
 AB6708
 AB6708  VERT ORDER      -  FIRST     CLASS II
 AB6708
 AB6708.The horizontal coordinates were established by autonomous hand held GPS
 AB6708.observations and have an estimated accuracy of +/- 10 meters.
 AB6708
 AB6708.The orthometric height was determined by differential leveling and
 AB6708.adjusted by the NATIONAL GEODETIC SURVEY
 AB6708.in September 1996.
 AB6708
 AB6708.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6708.GEOID18 height accuracy estimate available here.
 AB6708
 AB6708.Click photographs - Photos may exist for this station.
 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       -    92,262.      126,905.      MT  (+/- 10 meters HH2 GPS)
 AB6708
 AB6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1980090506(NAD 83)
 AB6708
 AB6708                          SUPERSEDED SURVEY CONTROL
 AB6708
 AB6708.No superseded survey control is available for this station.
 AB6708
 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 - June 29, 2017
 AB6708
 AB6708  HISTORY     - Date     Condition        Report By
 AB6708  HISTORY     - 1995     MONUMENTED       NJGS
 AB6708  HISTORY     - 20030105 GOOD             INDIV
 AB6708  HISTORY     - 20110329 GOOD             INDIV
 AB6708  HISTORY     - 20140501 GOOD             INDIV
 AB6708  HISTORY     - 20170629 GOOD             NJGS
 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
 AB6708
 AB6708                          STATION RECOVERY (2011)
 AB6708
 AB6708'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 AB6708'STATION IS ON THE NORTHEAST END OF THE SOUTHEAST HEADWALL.
 AB6708
 AB6708                          STATION RECOVERY (2014)
 AB6708
 AB6708'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 AB6708'THE STATION IS ON THE SOUTHEAST SIDE OF MIDDLE ROAD AT A SMALL BRIDGE
 AB6708'OVER CEDAR BROOK. TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB6708'HIGHWAY 206 AND U.S. HIGHWAY 30 GO 1.25 MI (2.0 KM) NORTHEAST ON U.S.
 AB6708'HIGHWAY 206 TO THE INTERSECTION WITH UNION ROAD AND COUNTY ROAD 693 ON
 AB6708'THE RIGHT.
 AB6708'TURN RIGHT ON UNION ROAD AND GO 0.35 MI (0.55 KM) SOUTHEAST TO THE TEE
 AB6708'JUNCTION WITH MIDDLE ROAD. TURN LEFT AND GO 0.35 MI (0.55 KM)
 AB6708'NORTHEAST ON MIDDLE ROAD TO THE STATION ON THE RIGHT, SET FLUSH IN A
 AB6708'DRILL HOLE AT THE NORTHEAST END OF A CONCRETE HEADWALL. THE BRIDGE HAS
 AB6708'BEEN RECENTLY RECONSTRUCTED AND THE STATION IS LOCATED BEHIND THE
 AB6708'BRIDGE GUARDRAIL.
 AB6708
 AB6708                          STATION RECOVERY (2017)
 AB6708
 AB6708'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 AB6708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6023 ***********************************************************************
 DM6023  DESIGNATION -  1 H 2
 DM6023  PID         -  DM6023
 DM6023  STATE/COUNTY-  NJ/ATLANTIC
 DM6023  COUNTRY     -  US
 DM6023  USGS QUAD   -  EGG HARBOR CITY (2019)
 DM6023
 DM6023                         *CURRENT SURVEY CONTROL
 DM6023  ______________________________________________________________________
 DM6023* NAD 83(1986) POSITION- 39 31 45.     (N) 074 38 51.     (W)   SCALED
 DM6023* NAVD 88 ORTHO HEIGHT -    17.539 (meters)       57.54  (feet) ADJUSTED
 DM6023  ______________________________________________________________________
 DM6023  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 DM6023  DYNAMIC HEIGHT  -         17.531 (meters)       57.52  (feet) COMP
 DM6023  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 DM6023
 DM6023  VERT ORDER      -  FIRST     CLASS I
 DM6023
 DM6023.The horizontal coordinates were scaled from a map and have
 DM6023.an estimated accuracy of +/- 6 seconds.
 DM6023
 DM6023.The orthometric height was determined by differential leveling and
 DM6023.adjusted by the NATIONAL GEODETIC SURVEY
 DM6023.in May 2011.
 DM6023
 DM6023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6023.GEOID18 height accuracy estimate available here.
 DM6023
 DM6023.Click photographs - Photos may exist for this station.
 DM6023
 DM6023.The dynamic height is computed by dividing the NAVD 88
 DM6023.geopotential number by the normal gravity value computed on the
 DM6023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6023.degrees latitude (g = 980.6199 gals.).
 DM6023
 DM6023.The modeled gravity was interpolated from observed gravity values.
 DM6023
 DM6023;                    North         East    Units  Estimated Accuracy
 DM6023;SPC NJ       -    77,250.      137,320.      MT  (+/- 180 meters Scaled)
 DM6023
 DM6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ302755(NAD 83)
 DM6023
 DM6023                          SUPERSEDED SURVEY CONTROL
 DM6023
 DM6023.No superseded survey control is available for this station.
 DM6023
 DM6023_MARKER: DD = SURVEY DISK
 DM6023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6023_SP_SET: MANHOLE RIM
 DM6023_STAMPING: 1 H 2 2007
 DM6023_MARK LOGO: NJGS
 DM6023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6023+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 DM6023
 DM6023  HISTORY     - Date     Condition        Report By
 DM6023  HISTORY     - 20070821 MONUMENTED       NJGS
 DM6023
 DM6023                          STATION DESCRIPTION
 DM6023
 DM6023'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6023'THE STATION IS LOCATED IN EGG HARBOR CITY, SET IN A DRILL HOLE IN THE
 DM6023'NORTHWEST SIDE OF A ROUND MANHOLE RIM ON THE NORTHEAST CORNER OF THE
 DM6023'JUNCTION OF US HIGHWAY 30 (WHITEHORSE PIKE) AND NJ ROUTE 50
 DM6023'(PHILADELPHIA AVENUE, COUNTY ROAD 563).
 DM6023'
 DM6023'THE STATION IS 3.9 FT (1.2 M) NORTHWEST OF THE NORTHWEST CURBLINE OF
 DM6023'PHILADELPHIA AVENUE, 44.5 NORTHEAST OF THE CURBLINE OF ROUTE 50
 DM6023'EXTENDED, 43.6 FT (13.3 M) EAST OF POLE NUMBER H9204, 21.7 SOUTHWEST
 DM6023'OF THE SOUTHWEST CORNER OF STORE FRONT BUSINESS AT NUMBER 105
 DM6023'PHILADELPHIA AVENUE (CIRCA 1918).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8284 ***********************************************************************
 DN8284  DESIGNATION -  1 H 3
 DN8284  PID         -  DN8284
 DN8284  STATE/COUNTY-  NJ/ATLANTIC
 DN8284  COUNTRY     -  US
 DN8284  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8284
 DN8284                         *CURRENT SURVEY CONTROL
 DN8284  ______________________________________________________________________
 DN8284* NAD 83(1986) POSITION- 39 25 31.29   (N) 074 30 08.75   (W)   HD_HELD1
 DN8284* NAVD 88 ORTHO HEIGHT -     5.340 (meters)       17.52  (feet) ADJUSTED
 DN8284  ______________________________________________________________________
 DN8284  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 DN8284  DYNAMIC HEIGHT  -          5.337 (meters)       17.51  (feet) COMP
 DN8284  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DN8284
 DN8284  VERT ORDER      -  FIRST     CLASS II
 DN8284
 DN8284.The horizontal coordinates were determined by differentially corrected
 DN8284.hand held GPS observations or other comparable positioning techniques
 DN8284.and have an estimated accuracy of +/- 3 meters.
 DN8284
 DN8284.The orthometric height was determined by differential leveling and
 DN8284.adjusted by the NATIONAL GEODETIC SURVEY
 DN8284.in April 2013.
 DN8284
 DN8284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8284.GEOID18 height accuracy estimate available here.
 DN8284
 DN8284.Click photographs - Photos may exist for this station.
 DN8284
 DN8284.The dynamic height is computed by dividing the NAVD 88
 DN8284.geopotential number by the normal gravity value computed on the
 DN8284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8284.degrees latitude (g = 980.6199 gals.).
 DN8284
 DN8284.The modeled gravity was interpolated from observed gravity values.
 DN8284
 DN8284;                    North         East    Units  Estimated Accuracy
 DN8284;SPC NJ       -    65,718.8     149,790.7     MT  (+/- 3 meters HH1 GPS) 
 DN8284
 DN8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4282664098(NAD 83)
 DN8284
 DN8284                          SUPERSEDED SURVEY CONTROL
 DN8284
 DN8284.No superseded survey control is available for this station.
 DN8284
 DN8284_MARKER: DD = SURVEY DISK
 DN8284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8284_STAMPING: 1 H 3 2010
 DN8284_MARK LOGO: NJDT
 DN8284_PROJECTION: FLUSH
 DN8284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8284+STABILITY: SURFACE MOTION
 DN8284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8284+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2023
 DN8284
 DN8284  HISTORY     - Date     Condition        Report By
 DN8284  HISTORY     - UNK      MONUMENTED       NJDT
 DN8284  HISTORY     - 20100510 GOOD             NJGS
 DN8284  HISTORY     - 20230403 GOOD             NJGS
 DN8284
 DN8284                          STATION DESCRIPTION
 DN8284
 DN8284'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8284'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8284'U.S. HIGHWAY 30.
 DN8284'
 DN8284'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8284'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8284'SOUTHEAST ON U.S. HIGHWAY 30 FOR 2.7 MI (4.3 KM) TO THE STATION ON THE
 DN8284'RIGHT, SET FLUSH IN AN ASPHALT PAVED PARKING LOT FOR VERSACE MOTORS, A
 DN8284'ONE STORY FRAME BUILDING, NUMBER 149.
 DN8284'
 DN8284'THE STATION IS 2.6 M (8.5 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8284'U.S. HIGHWAY 30, 4.1 SOUTHEAST FROM THE SOUTHEAST CORNER OF THE ONE
 DN8284'STORY FRAME BUILDING, 12.6 M (41.3 FT) NORTHWEST FROM WOOD UTILITY
 DN8284'POLE NUMBER P4755 AND 13.4 M (44.0 FT) SOUTH-SOUTHWEST FROM A YELLOW
 DN8284'PAINTED FIRE HYDRANT AT THE NORTHWEST CORNER OF THE ONE STORY FRAME
 DN8284'BUILDING.
 DN8284'
 DN8284'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION
 DN8284'982+94.06.
 DN8284
 DN8284                          STATION RECOVERY (2023)
 DN8284
 DN8284'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DN8284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8309 ***********************************************************************
 DN8309  DESIGNATION -  1 H 4
 DN8309  PID         -  DN8309
 DN8309  STATE/COUNTY-  NJ/ATLANTIC
 DN8309  COUNTRY     -  US
 DN8309  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8309
 DN8309                         *CURRENT SURVEY CONTROL
 DN8309  ______________________________________________________________________
 DN8309* NAD 83(1986) POSITION- 39 28 02.70   (N) 074 35 43.86   (W)   HD_HELD1
 DN8309* NAVD 88 ORTHO HEIGHT -    21.589 (meters)       70.83  (feet) ADJUSTED
 DN8309  ______________________________________________________________________
 DN8309  GEOID HEIGHT    -        -33.845 (meters)                     GEOID18
 DN8309  DYNAMIC HEIGHT  -         21.578 (meters)       70.79  (feet) COMP
 DN8309  MODELED GRAVITY -    980,126.0   (mgal)                       NAVD 88
 DN8309
 DN8309  VERT ORDER      -  FIRST     CLASS II
 DN8309
 DN8309.The horizontal coordinates were determined by differentially corrected
 DN8309.hand held GPS observations or other comparable positioning techniques
 DN8309.and have an estimated accuracy of +/- 3 meters.
 DN8309
 DN8309.The orthometric height was determined by differential leveling and
 DN8309.adjusted by the NATIONAL GEODETIC SURVEY
 DN8309.in April 2013.
 DN8309
 DN8309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8309.GEOID18 height accuracy estimate available here.
 DN8309
 DN8309.Click photographs - Photos may exist for this station.
 DN8309
 DN8309.The dynamic height is computed by dividing the NAVD 88
 DN8309.geopotential number by the normal gravity value computed on the
 DN8309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8309.degrees latitude (g = 980.6199 gals.).
 DN8309
 DN8309.The modeled gravity was interpolated from observed gravity values.
 DN8309
 DN8309;                    North         East    Units  Estimated Accuracy
 DN8309;SPC NJ       -    70,392.2     141,781.3     MT  (+/- 3 meters HH1 GPS) 
 DN8309
 DN8309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3479368726(NAD 83)
 DN8309
 DN8309                          SUPERSEDED SURVEY CONTROL
 DN8309
 DN8309.No superseded survey control is available for this station.
 DN8309
 DN8309_MARKER: DD = SURVEY DISK
 DN8309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8309_SP_SET: CULVERT HEADWALL
 DN8309_STAMPING: 1 H 4 2010
 DN8309_MARK LOGO: NJGS
 DN8309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8309+STABILITY: SURFACE MOTION
 DN8309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8309+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2019
 DN8309
 DN8309  HISTORY     - Date     Condition        Report By
 DN8309  HISTORY     - 20100930 MONUMENTED       NJGS
 DN8309  HISTORY     - 20190725 GOOD             NJGS
 DN8309
 DN8309                          STATION DESCRIPTION
 DN8309
 DN8309'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8309'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, SET IN A DRILL HOLE IN A
 DN8309'CONCRETE CULVERT ON THE NORTHEAST SIDE OF TILTON ROAD (COUNTY ROAD
 DN8309'563).
 DN8309'
 DN8309'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DN8309'WRANGLEBORO ROAD (COUNTY ROAD 575), GO SOUTHEAST ON WRANGLEBORO ROAD
 DN8309'FOR 1.3 MI (2.1 KM) TO THE INTERSECTION WITH TILTON ROAD (COUNTY ROAD
 DN8309'563).  TURN LEFT AND GO SOUTH-SOUTHEAST 0.15 MI (0.2 KM) TO THE
 DN8309'STATION ON THE LEFT.
 DN8309'
 DN8309'THE STATION IS 3.6 FT (1.1 M) NORTHWEST OF A WARNING SIGN FOR THE
 DN8309'CULVERT WITH A WITNESS SIGN ATTACHED, 27.5 FT (8.4 M) NORTHEAST OF THE
 DN8309'CENTERLINE OF TILTON ROAD, 8.3 FT (2.5 M) WEST-SOUTHWEST OF THE CHAIN
 DN8309'LINK FENCE FOR THE ATLANTIC CITY INTERNATIONAL AIRPORT FACILITY, 59 FT
 DN8309'(18.0 M) SOUTHEAST OF A ROAD DIRECTIONAL INFORMATION SIGN (EGG HARBOR,
 DN8309'MAYS LANDING, SMITHVILLE), 57 FT (17.4 M) EAST-NORTHEAST AND ACROSS
 DN8309'TILTON ROAD FROM A PVC WARNING POST (MCI FIBER OPTIC CABLE WARNING).
 DN8309
 DN8309                          STATION RECOVERY (2019)
 DN8309
 DN8309'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 DN8309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8265 ***********************************************************************
 DQ8265  DESIGNATION -  1 H 5
 DQ8265  PID         -  DQ8265
 DQ8265  STATE/COUNTY-  NJ/ATLANTIC
 DQ8265  COUNTRY     -  US
 DQ8265  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8265
 DQ8265                         *CURRENT SURVEY CONTROL
 DQ8265  ______________________________________________________________________
 DQ8265* NAD 83(1986) POSITION- 39 22 28.55   (N) 074 26 37.41   (W)   HD_HELD1
 DQ8265* NAVD 88 ORTHO HEIGHT -     2.701 (meters)        8.86  (feet) ADJUSTED
 DQ8265  ______________________________________________________________________
 DQ8265  GEOID HEIGHT    -        -34.351 (meters)                     GEOID18
 DQ8265  DYNAMIC HEIGHT  -          2.700 (meters)        8.86  (feet) COMP
 DQ8265  MODELED GRAVITY -    980,109.3   (mgal)                       NAVD 88
 DQ8265
 DQ8265  VERT ORDER      -  FIRST     CLASS II
 DQ8265
 DQ8265.The horizontal coordinates were determined by differentially corrected
 DQ8265.hand held GPS observations or other comparable positioning techniques
 DQ8265.and have an estimated accuracy of +/- 3 meters.
 DQ8265
 DQ8265.The orthometric height was determined by differential leveling and
 DQ8265.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8265.in March 2022.
 DQ8265
 DQ8265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8265.GEOID18 height accuracy estimate available here.
 DQ8265
 DQ8265.Click photographs - Photos may exist for this station.
 DQ8265
 DQ8265.The dynamic height is computed by dividing the NAVD 88
 DQ8265.geopotential number by the normal gravity value computed on the
 DQ8265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8265.degrees latitude (g = 980.6199 gals.).
 DQ8265
 DQ8265.The modeled gravity was interpolated from observed gravity values.
 DQ8265
 DQ8265;                    North         East    Units  Estimated Accuracy
 DQ8265;SPC NJ       -    60,085.2     154,848.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8265
 DQ8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4791358494(NAD 83)
 DQ8265
 DQ8265                          SUPERSEDED SURVEY CONTROL
 DQ8265
 DQ8265  NAVD 88 (08/07/18)    2.699  (m)            8.86   (f) SUPERSEDED  1 2
 DQ8265
 DQ8265.Superseded values are not recommended for survey control.
 DQ8265
 DQ8265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ8265.See file dsdata.pdf to determine how the superseded data were derived.
 DQ8265
 DQ8265_MARKER: DD = SURVEY DISK
 DQ8265_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ8265_SP_SET: BRIDGE ABUTMENT
 DQ8265_STAMPING: 1 H 5 2017
 DQ8265_MARK LOGO: NJGS
 DQ8265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8265+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DQ8265
 DQ8265  HISTORY     - Date     Condition        Report By
 DQ8265  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8265  HISTORY     - 20210520 GOOD             NJGS
 DQ8265  HISTORY     - 20230801 GOOD             NJGS
 DQ8265
 DQ8265                          STATION DESCRIPTION
 DQ8265
 DQ8265'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8265'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST-SOUTHWEST OF
 DQ8265'BRIGANTINE, 4.4 MI (7.1 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 DQ8265'ATLANTIC CITY.
 DQ8265'
 DQ8265'IN ATLANTIC CITY, SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE
 DQ8265'EASTERLY ABUTMENT, IN THE SIDEWALK AREA, OF EASTBOUND LANES OF THE US
 DQ8265'HIGHWAY 30 (ABSECON BOULEVARD) BRIDGE SPANNING INSIDE THOROFARE.
 DQ8265'
 DQ8265'THE STATION IS 26.5 FT (8.1 M) WEST OF THE CENTERLINE OF A DRIVEWAY,
 DQ8265'5.5 FT (1.7 M) SOUTHEAST OF THE CURB, 44 FT (13.4 M) SOUTHEAST OF THE
 DQ8265'CENTER OF THE BRIDGE AND 67 FT (20.4 M) NORTHWEST OF THE NORTH CORNER
 DQ8265'OF A BUILDING.
 DQ8265
 DQ8265                          STATION RECOVERY (2021)
 DQ8265
 DQ8265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DQ8265'RECOVERED AS DESCRIBED.
 DQ8265
 DQ8265                          STATION RECOVERY (2023)
 DQ8265
 DQ8265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DQ8265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8290 ***********************************************************************
 DQ8290  DESIGNATION -  1 H 6
 DQ8290  PID         -  DQ8290
 DQ8290  STATE/COUNTY-  NJ/ATLANTIC
 DQ8290  COUNTRY     -  US
 DQ8290  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8290
 DQ8290                         *CURRENT SURVEY CONTROL
 DQ8290  ______________________________________________________________________
 DQ8290* NAD 83(1986) POSITION- 39 23 01.98   (N) 074 30 10.99   (W)   HD_HELD1
 DQ8290* NAVD 88 ORTHO HEIGHT -     1.296 (meters)        4.25  (feet) ADJUSTED
 DQ8290  ______________________________________________________________________
 DQ8290  GEOID HEIGHT    -        -34.240 (meters)                     GEOID18
 DQ8290  DYNAMIC HEIGHT  -          1.295 (meters)        4.25  (feet) COMP
 DQ8290  MODELED GRAVITY -    980,112.7   (mgal)                       NAVD 88
 DQ8290
 DQ8290  VERT ORDER      -  FIRST     CLASS II
 DQ8290
 DQ8290.The horizontal coordinates were determined by differentially corrected
 DQ8290.hand held GPS observations or other comparable positioning techniques
 DQ8290.and have an estimated accuracy of +/- 3 meters.
 DQ8290
 DQ8290.The orthometric height was determined by differential leveling and
 DQ8290.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8290.in August 2018.
 DQ8290
 DQ8290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8290.GEOID18 height accuracy estimate available here.
 DQ8290
 DQ8290.Click photographs - Photos may exist for this station.
 DQ8290
 DQ8290.The dynamic height is computed by dividing the NAVD 88
 DQ8290.geopotential number by the normal gravity value computed on the
 DQ8290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8290.degrees latitude (g = 980.6199 gals.).
 DQ8290
 DQ8290.The modeled gravity was interpolated from observed gravity values.
 DQ8290
 DQ8290;                    North         East    Units  Estimated Accuracy
 DQ8290;SPC NJ       -    61,114.6     149,737.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8290
 DQ8290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4279859495(NAD 83)
 DQ8290
 DQ8290                          SUPERSEDED SURVEY CONTROL
 DQ8290
 DQ8290.No superseded survey control is available for this station.
 DQ8290
 DQ8290_MARKER: DD = SURVEY DISK
 DQ8290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8290_STAMPING: 1 H 6 2017
 DQ8290_MARK LOGO: NJDT
 DQ8290_PROJECTION: FLUSH
 DQ8290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8290+STABILITY: SURFACE MOTION
 DQ8290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8290+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 DQ8290
 DQ8290  HISTORY     - Date     Condition        Report By
 DQ8290  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8290  HISTORY     - 20170523 GOOD             NJGS
 DQ8290
 DQ8290                          STATION DESCRIPTION
 DQ8290
 DQ8290'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8290'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DQ8290'OCEANVILLE, 4.0 MI (6.4 KM) WEST-NORTHWEST OF ATLANTIC CITY AND 1.7 MI
 DQ8290'(2.7 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN EGG HARBOR TOWNSHIP.
 DQ8290'
 DQ8290'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND U.S. HIGHWAYS
 DQ8290'40/322, GO ABOUT 1.6 MI (2.6 KM) EAST-SOUTHEAST ON U.S. HIGHWAYS
 DQ8290'40/322 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY.
 DQ8290'
 DQ8290'THE STATION IS 8.5 FT (2.6 M) NORTH-NORTHEAST OF THE NORTH CURB OF
 DQ8290'U.S. HIGHWAY 40/322 WESTBOUND LANES, 35 FT (10.7 M) SOUTHEAST OF POLE
 DQ8290'NUMBER BT-4 P32064, 8.4 FT (2.6 M) SOUTHWEST OF THE SOUTHEAST CORNER
 DQ8290'OF THE OFFICE FOR THE BAY POINT INN, 32 FT (9.8 M) SOUTHEAST OF THE
 DQ8290'SOUTHWEST CORNER OF THE SAME BUILDING, 32 FT (9.8 M) WEST-NORTHWEST OF
 DQ8290'THE CENTERLINE OF THE ENTRANCE DRIVEWAY TO THE HOTEL AND 1 FT (0.3 M)
 DQ8290'NORTHEAST OF THE NORTH EDGE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7230 ***********************************************************************
 DR7230  DESIGNATION -  1 H 7
 DR7230  PID         -  DR7230
 DR7230  STATE/COUNTY-  NJ/ATLANTIC
 DR7230  COUNTRY     -  US
 DR7230  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7230
 DR7230                         *CURRENT SURVEY CONTROL
 DR7230  ______________________________________________________________________
 DR7230* NAD 83(1986) POSITION- 39 24 28.04   (N) 074 21 46.08   (W)   HD_HELD1
 DR7230* NAVD 88 ORTHO HEIGHT -     2.669 (meters)        8.76  (feet) ADJUSTED
 DR7230  ______________________________________________________________________
 DR7230  GEOID HEIGHT    -        -34.305 (meters)                     GEOID18
 DR7230  DYNAMIC HEIGHT  -          2.668 (meters)        8.75  (feet) COMP
 DR7230  MODELED GRAVITY -    980,115.0   (mgal)                       NAVD 88
 DR7230
 DR7230  VERT ORDER      -  FIRST     CLASS II
 DR7230
 DR7230.The horizontal coordinates were determined by differentially corrected
 DR7230.hand held GPS observations or other comparable positioning techniques
 DR7230.and have an estimated accuracy of +/- 3 meters.
 DR7230
 DR7230.The orthometric height was determined by differential leveling and
 DR7230.adjusted by the NATIONAL GEODETIC SURVEY
 DR7230.in March 2022.
 DR7230
 DR7230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7230.GEOID18 height accuracy estimate available here.
 DR7230
 DR7230.Click photographs - Photos may exist for this station.
 DR7230
 DR7230.The dynamic height is computed by dividing the NAVD 88
 DR7230.geopotential number by the normal gravity value computed on the
 DR7230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7230.degrees latitude (g = 980.6199 gals.).
 DR7230
 DR7230.The modeled gravity was interpolated from observed gravity values.
 DR7230
 DR7230;                    North         East    Units  Estimated Accuracy
 DR7230;SPC NJ       -    63,777.4     161,815.4     MT  (+/- 3 meters HH1 GPS) 
 DR7230
 DR7230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5485862224(NAD 83)
 DR7230
 DR7230                          SUPERSEDED SURVEY CONTROL
 DR7230
 DR7230.No superseded survey control is available for this station.
 DR7230
 DR7230_MARKER: DD = SURVEY DISK
 DR7230_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7230_SP_SET: CURB
 DR7230_STAMPING: 1 H 7 2021
 DR7230_MARK LOGO: NJGS
 DR7230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7230+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 DR7230
 DR7230  HISTORY     - Date     Condition        Report By
 DR7230  HISTORY     - 20210607 MONUMENTED       NJGS
 DR7230
 DR7230                          STATION DESCRIPTION
 DR7230
 DR7230'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DR7230'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF OCEANVILLE,
 DR7230'4.4 MI (7.1 KM) NORTHEAST OF ATLANTIC CITY AND IN THE TOWN OF
 DR7230'BRIGANTINE, NJ.
 DR7230'
 DR7230'IN THE TOWN OF BRIGANTINE SET IN A DRILL HOLE IN A CURB ON THE
 DR7230'SOUTHWEST SIDE OF A PARKING LOT AT THE SOUTHEAST END OF SOUTH
 DR7230'ROOSEVELT BOULEVARD.
 DR7230'
 DR7230'THE STATION IS 16.7 FT (5.1 M) NORTHEAST OF POLE NUMBER A7789, 46.5 FT
 DR7230'(14.2 M) SOUTH OF THE CENTERLINE OF EAST BRIGANTINE AVENUE, 87.8 FT
 DR7230'(26.8 M) SOUTHWEST OF A FIRE HYDRANT AND 32.8 FT (10.0 M) SOUTHWEST OF
 DR7230'THE CENTERLINE OF THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6709 ***********************************************************************
 AB6709  DESIGNATION -  1 J 1
 AB6709  PID         -  AB6709
 AB6709  STATE/COUNTY-  NJ/ATLANTIC
 AB6709  COUNTRY     -  US
 AB6709  USGS QUAD   -  HAMMONTON (2019)
 AB6709
 AB6709                         *CURRENT SURVEY CONTROL
 AB6709  ______________________________________________________________________
 AB6709* NAD 83(1986) POSITION- 39 39 53.     (N) 074 45 27.     (W)   SCALED
 AB6709* NAVD 88 ORTHO HEIGHT -    19.345 (meters)       63.47  (feet) ADJUSTED
 AB6709  ______________________________________________________________________
 AB6709  GEOID HEIGHT    -        -33.320 (meters)                     GEOID18
 AB6709  DYNAMIC HEIGHT  -         19.335 (meters)       63.43  (feet) COMP
 AB6709  MODELED GRAVITY -    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 map and have
 AB6709.an estimated accuracy of +/- 6 seconds.
 AB6709
 AB6709.The orthometric height was determined by differential leveling and
 AB6709.adjusted by the NATIONAL GEODETIC SURVEY
 AB6709.in September 1996.
 AB6709
 AB6709.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6709.GEOID18 height accuracy estimate available here.
 AB6709
 AB6709.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ208905(NAD 83)
 AB6709
 AB6709                          SUPERSEDED SURVEY CONTROL
 AB6709
 AB6709.No superseded survey control is available for this station.
 AB6709
 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 = JULY 24, 2026 22:12:30 EDT
 DM6015 ***********************************************************************
 DM6015  DESIGNATION -  1 J 2
 DM6015  PID         -  DM6015
 DM6015  STATE/COUNTY-  NJ/ATLANTIC
 DM6015  COUNTRY     -  US
 DM6015  USGS QUAD   -  MAYS LANDING (2019)
 DM6015
 DM6015                         *CURRENT SURVEY CONTROL
 DM6015  ______________________________________________________________________
 DM6015* NAD 83(1986) POSITION- 39 29 13.19   (N) 074 41 57.47   (W)   HD_HELD1
 DM6015* NAVD 88 ORTHO HEIGHT -    13.247 (meters)       43.46  (feet) ADJUSTED
 DM6015  ______________________________________________________________________
 DM6015  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 DM6015  DYNAMIC HEIGHT  -         13.240 (meters)       43.44  (feet) COMP
 DM6015  MODELED GRAVITY -    980,124.4   (mgal)                       NAVD 88
 DM6015
 DM6015  VERT ORDER      -  FIRST     CLASS I
 DM6015
 DM6015.The horizontal coordinates were determined by differentially corrected
 DM6015.hand held GPS observations or other comparable positioning techniques
 DM6015.and have an estimated accuracy of +/- 3 meters.
 DM6015
 DM6015.The orthometric height was determined by differential leveling and
 DM6015.adjusted by the NATIONAL GEODETIC SURVEY
 DM6015.in May 2011.
 DM6015
 DM6015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6015.GEOID18 height accuracy estimate available here.
 DM6015
 DM6015.Click photographs - Photos may exist for this station.
 DM6015
 DM6015.The dynamic height is computed by dividing the NAVD 88
 DM6015.geopotential number by the normal gravity value computed on the
 DM6015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6015.degrees latitude (g = 980.6199 gals.).
 DM6015
 DM6015.The modeled gravity was interpolated from observed gravity values.
 DM6015
 DM6015;                    North         East    Units  Estimated Accuracy
 DM6015;SPC NJ       -    72,580.5     132,856.3     MT  (+/- 3 meters HH1 GPS) 
 DM6015
 DM6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2585870864(NAD 83)
 DM6015
 DM6015                          SUPERSEDED SURVEY CONTROL
 DM6015
 DM6015.No superseded survey control is available for this station.
 DM6015
 DM6015_MARKER: DD = SURVEY DISK
 DM6015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6015_SP_SET: CULVERT
 DM6015_STAMPING: 1 J 2 2007
 DM6015_MARK LOGO: NJGS
 DM6015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6015+STABILITY: SURFACE MOTION
 DM6015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6015+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2018
 DM6015
 DM6015  HISTORY     - Date     Condition        Report By
 DM6015  HISTORY     - 20070820 MONUMENTED       NJGS
 DM6015  HISTORY     - 20120314 GOOD             INDIV
 DM6015  HISTORY     - 20180510 GOOD             NJGS
 DM6015
 DM6015                          STATION DESCRIPTION
 DM6015
 DM6015'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6015'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, TO REACH THE STATION FROM
 DM6015'THE JUNCTION OF US HIGHWAY 322 AND NJ ROUTE 50, GO 1.0 MI (1.6 KM)
 DM6015'NORTHEAST ON ROUTE 50 TO THE STATION ON THE LEFT.
 DM6015'
 DM6015'THE STATION IS SET IN A DRILL HOLE ON THE NORTHWEST SIDE OF NJ ROUTE
 DM6015'50 (SOUTH PHILADELPHIA AVENUE), ABOUT 155.0 FT (47.2 M) SOUTHWEST OF
 DM6015'THE CENTERLINE OF BIRCH ST, 131.8 FT (40.2 M) SOUTHWEST OF POLE NUMBER
 DM6015'H3669, 8.8 FT (2.7 M) NORTHWEST OF AN INLET, 10.4 FT (3.2 M) SOUTHWEST
 DM6015'OF POLE NUMBER H3670, 28.3 FT (8.6 M) SOUTHWEST OF THE CENTERLINE OF A
 DM6015'DRIVEWAY TO HOUSE NUMBER 6032 101.4 FT (30.9 M) NORTHEAST OF POLE
 DM6015'NUMBER H3671.
 DM6015
 DM6015                          STATION RECOVERY (2012)
 DM6015
 DM6015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 DM6015'RECOVERED AS DESCRIBED. A WITNESS POST HAS BEEN PLACED ON THE
 DM6015'NORTHEAST SIDE OF POLE H3670.
 DM6015
 DM6015                          STATION RECOVERY (2018)
 DM6015
 DM6015'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DM6015'NOTE-WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8285 ***********************************************************************
 DN8285  DESIGNATION -  1 J 3
 DN8285  PID         -  DN8285
 DN8285  STATE/COUNTY-  NJ/ATLANTIC
 DN8285  COUNTRY     -  US
 DN8285  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8285
 DN8285                         *CURRENT SURVEY CONTROL
 DN8285  ______________________________________________________________________
 DN8285* NAD 83(1986) POSITION- 39 25 28.     (N) 074 30 04.     (W)   SCALED
 DN8285* NAVD 88 ORTHO HEIGHT -     5.585 (meters)       18.32  (feet) ADJUSTED
 DN8285  ______________________________________________________________________
 DN8285  GEOID HEIGHT    -        -34.050 (meters)                     GEOID18
 DN8285  DYNAMIC HEIGHT  -          5.583 (meters)       18.32  (feet) COMP
 DN8285  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DN8285
 DN8285  VERT ORDER      -  FIRST     CLASS II
 DN8285
 DN8285.The horizontal coordinates were scaled from a map and have
 DN8285.an estimated accuracy of +/- 6 seconds.
 DN8285
 DN8285.The orthometric height was determined by differential leveling and
 DN8285.adjusted by the NATIONAL GEODETIC SURVEY
 DN8285.in April 2013.
 DN8285
 DN8285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8285.GEOID18 height accuracy estimate available here.
 DN8285
 DN8285.Click photographs - Photos may exist for this station.
 DN8285
 DN8285.The dynamic height is computed by dividing the NAVD 88
 DN8285.geopotential number by the normal gravity value computed on the
 DN8285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8285.degrees latitude (g = 980.6199 gals.).
 DN8285
 DN8285.The modeled gravity was interpolated from observed gravity values.
 DN8285
 DN8285;                    North         East    Units  Estimated Accuracy
 DN8285;SPC NJ       -    65,620.      149,900.      MT  (+/- 180 meters Scaled)
 DN8285
 DN8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ429639(NAD 83)
 DN8285
 DN8285                          SUPERSEDED SURVEY CONTROL
 DN8285
 DN8285.No superseded survey control is available for this station.
 DN8285
 DN8285_MARKER: DD = SURVEY DISK
 DN8285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8285_STAMPING: 1 J 3 2010
 DN8285_MARK LOGO: NJDT
 DN8285_PROJECTION: FLUSH
 DN8285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8285+STABILITY: SURFACE MOTION
 DN8285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8285+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN8285
 DN8285  HISTORY     - Date     Condition        Report By
 DN8285  HISTORY     - UNK      MONUMENTED       NJDT
 DN8285  HISTORY     - 20100510 GOOD             NJGS
 DN8285
 DN8285                          STATION DESCRIPTION
 DN8285
 DN8285'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8285'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8285'U.S. HIGHWAY 30.
 DN8285'
 DN8285'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8285'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8285'SOUTHEAST ON U.S. HIGHWAY 30 FOR 2.8 MI (4.5 KM) TO THE STATION ON THE
 DN8285'RIGHT, SET FLUSH IN A LANDSCAPED GRASS AREA BETWEEN THE SIDEWALK AND A
 DN8285'TWO STORY CONCRETE BLOCK BUILDING FOR JIFFY LUBE.
 DN8285'
 DN8285'THE STATION IS 2.5 M (8.2 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8285'U.S. HIGHWAY 30, 8.4 M (27.6 FT) NORTHWEST FROM WOOD UTILITY POLE
 DN8285'NUMBER P9961, 5.0 M (16.4 FT) NORTH FROM THE EAST CORNER OF THE TWO
 DN8285'STORY CONCRETE BLOCK BUILDING AND 9.5 M (31.2 FT) EAST FROM NORTH
 DN8285'CORNER OF THE TWO STORY CONCRETE BLOCK BUILDING.
 DN8285'
 DN8285'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION
 DN8285'988+23.01.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8310 ***********************************************************************
 DN8310  DESIGNATION -  1 J 4
 DN8310  PID         -  DN8310
 DN8310  STATE/COUNTY-  NJ/ATLANTIC
 DN8310  COUNTRY     -  US
 DN8310  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8310
 DN8310                         *CURRENT SURVEY CONTROL
 DN8310  ______________________________________________________________________
 DN8310* NAD 83(1986) POSITION- 39 28 40.     (N) 074 32 54.     (W)   SCALED
 DN8310* NAVD 88 ORTHO HEIGHT -    21.797 (meters)       71.51  (feet) ADJUSTED
 DN8310  ______________________________________________________________________
 DN8310  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 DN8310  DYNAMIC HEIGHT  -         21.786 (meters)       71.48  (feet) COMP
 DN8310  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 DN8310
 DN8310  VERT ORDER      -  FIRST     CLASS II
 DN8310
 DN8310.The horizontal coordinates were scaled from a map and have
 DN8310.an estimated accuracy of +/- 6 seconds.
 DN8310
 DN8310.The orthometric height was determined by differential leveling and
 DN8310.adjusted by the NATIONAL GEODETIC SURVEY
 DN8310.in April 2013.
 DN8310
 DN8310.No vertical observational check was made to the station.
 DN8310
 DN8310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8310.GEOID18 height accuracy estimate available here.
 DN8310
 DN8310.Click photographs - Photos may exist for this station.
 DN8310
 DN8310.The dynamic height is computed by dividing the NAVD 88
 DN8310.geopotential number by the normal gravity value computed on the
 DN8310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8310.degrees latitude (g = 980.6199 gals.).
 DN8310
 DN8310.The modeled gravity was interpolated from observed gravity values.
 DN8310
 DN8310;                    North         East    Units  Estimated Accuracy
 DN8310;SPC NJ       -    71,540.      145,840.      MT  (+/- 180 meters Scaled)
 DN8310
 DN8310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ388698(NAD 83)
 DN8310
 DN8310                          SUPERSEDED SURVEY CONTROL
 DN8310
 DN8310.No superseded survey control is available for this station.
 DN8310
 DN8310_MARKER: DD = SURVEY DISK
 DN8310_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8310_SP_SET: TRAFFIC SIGNAL BASE
 DN8310_STAMPING: 1 J 4 2010
 DN8310_MARK LOGO: NJGS
 DN8310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8310+STABILITY: SURFACE MOTION
 DN8310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8310+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 DN8310
 DN8310  HISTORY     - Date     Condition        Report By
 DN8310  HISTORY     - 20101013 MONUMENTED       NJGS
 DN8310
 DN8310                          STATION DESCRIPTION
 DN8310
 DN8310'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8310'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DN8310'THE NORTH CORNER OF A TRAFFIC SIGNAL MAST BASE ON THE NORTHEAST CORNER
 DN8310'OF THE JUNCTION OF JIM LEEDS ROAD (COUNTY ROAD 633) AND COLLEGE
 DN8310'AVENUE/REDWOOD AVENUE.  COLLEGE AVENUE LEADS TO THE RICHARD STOCKTON
 DN8310'COLLEGE OF NEW JERSEY.
 DN8310'
 DN8310'TO REACH THE STATION FROM THE JUNCTION OF JIM LEEDS ROAD AND DUERER
 DN8310'(COUNTY ROAD 561), GO 0.1 MI (0.2 KM) EAST ON JIM LEEDS ROAD TO THE
 DN8310'STATION ON THE LEFT.
 DN8310'
 DN8310'THE STATION IS 60 FT (18.3 M) EAST OF THE CENTERLINE OF COLLEGE ROAD,
 DN8310'11.3 FT (3.4 M) NORTH OF THE NORTH CURB OF JIM LEEDS ROAD, 13 FT (4.0
 DN8310'M) WEST OF POLE NUMBER BT98 P-20695, 14.5 FT (4.4 M) SOUTH OF THE
 DN8310'SOUTHWEST CORNER OF THE COLLEGE SIGN (THE RICHARD STOCKTON COLLEGE OF
 DN8310'NEW JERSEY), 1.5 FT (0.5 M) NORTH OF THE SIGNAL MAST, 47.3 FT (14.4 M)
 DN8310'NORTH OF THE CENTERLINE OF JIM LEEDS ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8266 ***********************************************************************
 DQ8266  DESIGNATION -  1 J 5
 DQ8266  PID         -  DQ8266
 DQ8266  STATE/COUNTY-  NJ/ATLANTIC
 DQ8266  COUNTRY     -  US
 DQ8266  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8266
 DQ8266                         *CURRENT SURVEY CONTROL
 DQ8266  ______________________________________________________________________
 DQ8266* NAD 83(1986) POSITION- 39 22 26.32   (N) 074 26 30.47   (W)   HD_HELD1
 DQ8266* NAVD 88 ORTHO HEIGHT -     1.842 (meters)        6.04  (feet) ADJUSTED
 DQ8266  ______________________________________________________________________
 DQ8266  GEOID HEIGHT    -        -34.356 (meters)                     GEOID18
 DQ8266  DYNAMIC HEIGHT  -          1.841 (meters)        6.04  (feet) COMP
 DQ8266  MODELED GRAVITY -    980,109.1   (mgal)                       NAVD 88
 DQ8266
 DQ8266  VERT ORDER      -  FIRST     CLASS II
 DQ8266
 DQ8266.The horizontal coordinates were determined by differentially corrected
 DQ8266.hand held GPS observations or other comparable positioning techniques
 DQ8266.and have an estimated accuracy of +/- 3 meters.
 DQ8266
 DQ8266.The orthometric height was determined by differential leveling and
 DQ8266.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8266.in March 2022.
 DQ8266
 DQ8266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8266.GEOID18 height accuracy estimate available here.
 DQ8266
 DQ8266.Click photographs - Photos may exist for this station.
 DQ8266
 DQ8266.The dynamic height is computed by dividing the NAVD 88
 DQ8266.geopotential number by the normal gravity value computed on the
 DQ8266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8266.degrees latitude (g = 980.6199 gals.).
 DQ8266
 DQ8266.The modeled gravity was interpolated from observed gravity values.
 DQ8266
 DQ8266;                    North         East    Units  Estimated Accuracy
 DQ8266;SPC NJ       -    60,016.6     155,014.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8266
 DQ8266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4808058427(NAD 83)
 DQ8266
 DQ8266                          SUPERSEDED SURVEY CONTROL
 DQ8266
 DQ8266  NAVD 88 (08/07/18)    1.846  (m)            6.06   (f) SUPERSEDED  1 2
 DQ8266
 DQ8266.Superseded values are not recommended for survey control.
 DQ8266
 DQ8266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ8266.See file dsdata.pdf to determine how the superseded data were derived.
 DQ8266
 DQ8266_MARKER: DD = SURVEY DISK
 DQ8266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8266_STAMPING: 1 J 5 2017
 DQ8266_MARK LOGO: INDIV
 DQ8266_PROJECTION: FLUSH
 DQ8266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8266+STABILITY: SURFACE MOTION
 DQ8266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8266+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2021
 DQ8266
 DQ8266  HISTORY     - Date     Condition        Report By
 DQ8266  HISTORY     - UNK      MONUMENTED       INDIV
 DQ8266  HISTORY     - 20170518 GOOD             NJGS
 DQ8266  HISTORY     - 20210520 GOOD             NJGS
 DQ8266
 DQ8266                          STATION DESCRIPTION
 DQ8266
 DQ8266'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8266'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST-SOUTHWEST OF
 DQ8266'BRIGANTINE, 4.4 MI (7.1 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 DQ8266'ATLANTIC CITY.
 DQ8266'
 DQ8266'IN ATLANTIC CITY, IS AN ATLANTIC CITY EXPRESSWAY DISK IN A SQUARE
 DQ8266'MONUMENT, IN THE CONCRETE AREA AT THE EAST POINT OF THE SEPARATOR
 DQ8266'ISLAND OF THE ACCESS LANE FROM THE EASTBOUND LANES OF US HIGHWAY 30
 DQ8266'(ABSECON BOULEVARD) ONTO LOCAL ABSECON BOULEVARD (INDIANA AVENUE).
 DQ8266'
 DQ8266'THE STATION IS 19 FT (5.8 M) NORTHEAST OF THE CENTERLINE OF INDIANA
 DQ8266'AVENUE, 14 FT (4.3 M) NORTHWEST OF THE SOUTHEAST TIP OF THE GRASS
 DQ8266'ISLAND FROM THE LANES FROM ABSECON BOULEVARD ONTO INDIANA AVENUE.  109
 DQ8266'FT (33.2 M) EAST-NORTHEAST FROM POLE NUMBER A6997 AND 9 FT (2.7 M)
 DQ8266'WEST-NORTHWEST OF AN INLET.
 DQ8266
 DQ8266                          STATION RECOVERY (2021)
 DQ8266
 DQ8266'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DQ8266'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8291 ***********************************************************************
 DQ8291  DESIGNATION -  1 J 6
 DQ8291  PID         -  DQ8291
 DQ8291  STATE/COUNTY-  NJ/ATLANTIC
 DQ8291  COUNTRY     -  US
 DQ8291  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8291
 DQ8291                         *CURRENT SURVEY CONTROL
 DQ8291  ______________________________________________________________________
 DQ8291* NAD 83(1986) POSITION- 39 23 11.05   (N) 074 30 41.04   (W)   HD_HELD1
 DQ8291* NAVD 88 ORTHO HEIGHT -     1.622 (meters)        5.32  (feet) ADJUSTED
 DQ8291  ______________________________________________________________________
 DQ8291  GEOID HEIGHT    -        -34.219 (meters)                     GEOID18
 DQ8291  DYNAMIC HEIGHT  -          1.621 (meters)        5.32  (feet) COMP
 DQ8291  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 DQ8291
 DQ8291  VERT ORDER      -  FIRST     CLASS II
 DQ8291
 DQ8291.The horizontal coordinates were determined by differentially corrected
 DQ8291.hand held GPS observations or other comparable positioning techniques
 DQ8291.and have an estimated accuracy of +/- 3 meters.
 DQ8291
 DQ8291.The orthometric height was determined by differential leveling and
 DQ8291.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8291.in August 2018.
 DQ8291
 DQ8291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8291.GEOID18 height accuracy estimate available here.
 DQ8291
 DQ8291.Click photographs - Photos may exist for this station.
 DQ8291
 DQ8291.The dynamic height is computed by dividing the NAVD 88
 DQ8291.geopotential number by the normal gravity value computed on the
 DQ8291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8291.degrees latitude (g = 980.6199 gals.).
 DQ8291
 DQ8291.The modeled gravity was interpolated from observed gravity values.
 DQ8291
 DQ8291;                    North         East    Units  Estimated Accuracy
 DQ8291;SPC NJ       -    61,394.4     149,018.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8291
 DQ8291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4207759771(NAD 83)
 DQ8291
 DQ8291                          SUPERSEDED SURVEY CONTROL
 DQ8291
 DQ8291.No superseded survey control is available for this station.
 DQ8291
 DQ8291_MARKER: DD = SURVEY DISK
 DQ8291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8291_STAMPING: 1 J 6 2017
 DQ8291_MARK LOGO: NJDT
 DQ8291_PROJECTION: FLUSH
 DQ8291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8291+STABILITY: SURFACE MOTION
 DQ8291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8291+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DQ8291
 DQ8291  HISTORY     - Date     Condition        Report By
 DQ8291  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8291  HISTORY     - 20170523 GOOD             NJGS
 DQ8291  HISTORY     - 20230801 GOOD             NJGS
 DQ8291
 DQ8291                          STATION DESCRIPTION
 DQ8291
 DQ8291'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8291'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DQ8291'OCEANVILLE, 4.0 MI (6.4 KM) WEST-NORTHWEST OF ATLANTIC CITY AND 1.7 MI
 DQ8291'(2.7 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN EGG HARBOR TOWNSHIP.
 DQ8291'
 DQ8291'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND U.S. HIGHWAYS
 DQ8291'40/322, GO ABOUT 1.1 MI (1.8 KM) EAST-SOUTHEAST ON U.S. HIGHWAYS
 DQ8291'40/322 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY.
 DQ8291'
 DQ8291'THE STATION IS LOCATED IN THE BLACKTOP PAVING OF A FORMER CAR DEALER,
 DQ8291'9.3 FT (2.8 M) NORTH OF THE NORTH CURB OF U.S. HIGHWAY 40/322
 DQ8291'WESTBOUND, 2 FT (0.6 M) NORTH OF THE NORTH EDGE OF THE SIDEWALK, 26.1
 DQ8291'FT (8.0 M) SOUTHEAST OF POLE NUMBER P37164, 52 FT (15.8 M) SOUTH OF
 DQ8291'THE SOUTHWEST CORNER OF THE CAR DEALER BUILDING, 52 FT (15.8 M)
 DQ8291'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SAME BUILDING AND 38 FT (11.6
 DQ8291'M) NORTHEAST OF A FIRE HYDRANT.
 DQ8291
 DQ8291                          STATION RECOVERY (2023)
 DQ8291
 DQ8291'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DQ8291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7223 ***********************************************************************
 DR7223  DESIGNATION -  1 J 7
 DR7223  PID         -  DR7223
 DR7223  STATE/COUNTY-  NJ/ATLANTIC
 DR7223  COUNTRY     -  US
 DR7223  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7223
 DR7223                         *CURRENT SURVEY CONTROL
 DR7223  ______________________________________________________________________
 DR7223* NAD 83(1986) POSITION- 39 23 56.29   (N) 074 22 24.52   (W)   HD_HELD1
 DR7223* NAVD 88 ORTHO HEIGHT -     2.640 (meters)        8.66  (feet) ADJUSTED
 DR7223  ______________________________________________________________________
 DR7223  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 DR7223  DYNAMIC HEIGHT  -          2.638 (meters)        8.65  (feet) COMP
 DR7223  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 DR7223
 DR7223  VERT ORDER      -  FIRST     CLASS II
 DR7223
 DR7223.The horizontal coordinates were determined by differentially corrected
 DR7223.hand held GPS observations or other comparable positioning techniques
 DR7223.and have an estimated accuracy of +/- 3 meters.
 DR7223
 DR7223.The orthometric height was determined by differential leveling and
 DR7223.adjusted by the NATIONAL GEODETIC SURVEY
 DR7223.in March 2022.
 DR7223
 DR7223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7223.GEOID18 height accuracy estimate available here.
 DR7223
 DR7223.Click photographs - Photos may exist for this station.
 DR7223
 DR7223.The dynamic height is computed by dividing the NAVD 88
 DR7223.geopotential number by the normal gravity value computed on the
 DR7223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7223.degrees latitude (g = 980.6199 gals.).
 DR7223
 DR7223.The modeled gravity was interpolated from observed gravity values.
 DR7223
 DR7223;                    North         East    Units  Estimated Accuracy
 DR7223;SPC NJ       -    62,797.0     160,897.3     MT  (+/- 3 meters HH1 GPS) 
 DR7223
 DR7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5394561239(NAD 83)
 DR7223
 DR7223                          SUPERSEDED SURVEY CONTROL
 DR7223
 DR7223.No superseded survey control is available for this station.
 DR7223
 DR7223_MARKER: DD = SURVEY DISK
 DR7223_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7223_SP_SET: CURB
 DR7223_STAMPING: 1 J 7 2021
 DR7223_MARK LOGO: NJGS
 DR7223_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7223+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2021
 DR7223
 DR7223  HISTORY     - Date     Condition        Report By
 DR7223  HISTORY     - 20210604 MONUMENTED       NJGS
 DR7223
 DR7223                          STATION DESCRIPTION
 DR7223
 DR7223'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7223'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF OCEANVILLE,
 DR7223'3.6 MI (5.8 KM) NORTHEAST OF ATLANTIC CITY AND 0.9 MI (1.4 KM)
 DR7223'SOUTH-SOUTHWEST OF BRIGANTINE CITY, NEW JERSEY.
 DR7223'
 DR7223'TO REACH THE STATION FROM THE INTERSECTION OF WEST BRIGANTINE AVENUE
 DR7223'AND 17TH STREET, GO SOUTHEAST ON 17TH STREET FOR ABOUT 0.14 MI (0.23
 DR7223'KM) PAST THE INTERSECTION WITH OCEAN AVENUE TO THE STATION ON THE LEFT
 DR7223'SET IN A CURB NEAR A PARKING LOT.
 DR7223'
 DR7223'THE STATION IS 15 FT (4.6 M) EAST-NORTHEAST FROM THE CENTERLINE OF
 DR7223'17TH STREET S, 41.75 FT (12.7 M) SOUTH-SOUTHEAST FROM THE CENTERLINE
 DR7223'OF OCEAN AVENUE, 5 FT (1.5 M) NORTH FROM POLE A16705, 67 FT (20.4 M)
 DR7223'SOUTH FROM A FIRE HYDRANT AND 48.75 FT (14.9 M) WEST FROM LIGHT POLE
 DR7223'A22138.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6717 ***********************************************************************
 AB6717  DESIGNATION -  1 K 1
 AB6717  PID         -  AB6717
 AB6717  STATE/COUNTY-  NJ/ATLANTIC
 AB6717  COUNTRY     -  US
 AB6717  USGS QUAD   -  HAMMONTON (2019)
 AB6717
 AB6717                         *CURRENT SURVEY CONTROL
 AB6717  ______________________________________________________________________
 AB6717* NAD 83(1986) POSITION- 39 38 58.     (N) 074 49 45.     (W)   SCALED
 AB6717* NAVD 88 ORTHO HEIGHT -    40.094 (meters)      131.54  (feet) ADJUSTED
 AB6717  ______________________________________________________________________
 AB6717  GEOID HEIGHT    -        -33.394 (meters)                     GEOID18
 AB6717  DYNAMIC HEIGHT  -         40.074 (meters)      131.48  (feet) COMP
 AB6717  MODELED GRAVITY -    980,132.3   (mgal)                       NAVD 88
 AB6717
 AB6717  VERT ORDER      -  FIRST     CLASS II
 AB6717
 AB6717.The horizontal coordinates were scaled from a map and have
 AB6717.an estimated accuracy of +/- 6 seconds.
 AB6717
 AB6717.The orthometric height was determined by differential leveling and
 AB6717.adjusted by the NATIONAL GEODETIC SURVEY
 AB6717.in September 1996.
 AB6717
 AB6717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6717.GEOID18 height accuracy estimate available here.
 AB6717
 AB6717.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ146888(NAD 83)
 AB6717
 AB6717                          SUPERSEDED SURVEY CONTROL
 AB6717
 AB6717.No superseded survey control is available for this station.
 AB6717
 AB6717_MARKER: DD = SURVEY DISK
 AB6717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6717_STAMPING: 1 K 1
 AB6717_MARK LOGO: NJ0520
 AB6717_PROJECTION: FLUSH
 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 - April 21, 2007
 AB6717
 AB6717  HISTORY     - Date     Condition        Report By
 AB6717  HISTORY     - UNK      MONUMENTED       NONE
 AB6717  HISTORY     - 19950831 GOOD             NJGS
 AB6717  HISTORY     - 20060921 GOOD             NJGS
 AB6717  HISTORY     - 20070421 GOOD             UE
 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.
 AB6717
 AB6717                          STATION RECOVERY (2006)
 AB6717
 AB6717'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AB6717'RECOVERED AS DESCRIBED.
 AB6717
 AB6717                          STATION RECOVERY (2007)
 AB6717
 AB6717'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB6717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6025 ***********************************************************************
 DM6025  DESIGNATION -  1 K 2
 DM6025  PID         -  DM6025
 DM6025  STATE/COUNTY-  NJ/ATLANTIC
 DM6025  COUNTRY     -  US
 DM6025  USGS QUAD   -  MAYS LANDING (2019)
 DM6025
 DM6025                         *CURRENT SURVEY CONTROL
 DM6025  ______________________________________________________________________
 DM6025* NAD 83(1986) POSITION- 39 28 41.     (N) 074 42 33.     (W)   SCALED
 DM6025* NAVD 88 ORTHO HEIGHT -     9.132 (meters)       29.96  (feet) ADJUSTED
 DM6025  ______________________________________________________________________
 DM6025  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 DM6025  DYNAMIC HEIGHT  -          9.128 (meters)       29.95  (feet) COMP
 DM6025  MODELED GRAVITY -    980,123.6   (mgal)                       NAVD 88
 DM6025
 DM6025  VERT ORDER      -  FIRST     CLASS I
 DM6025
 DM6025.The horizontal coordinates were scaled from a map and have
 DM6025.an estimated accuracy of +/- 6 seconds.
 DM6025
 DM6025.The orthometric height was determined by differential leveling and
 DM6025.adjusted by the NATIONAL GEODETIC SURVEY
 DM6025.in May 2011.
 DM6025
 DM6025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6025.GEOID18 height accuracy estimate available here.
 DM6025
 DM6025.Click photographs - Photos may exist for this station.
 DM6025
 DM6025.The dynamic height is computed by dividing the NAVD 88
 DM6025.geopotential number by the normal gravity value computed on the
 DM6025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6025.degrees latitude (g = 980.6199 gals.).
 DM6025
 DM6025.The modeled gravity was interpolated from observed gravity values.
 DM6025
 DM6025;                    North         East    Units  Estimated Accuracy
 DM6025;SPC NJ       -    71,590.      132,010.      MT  (+/- 180 meters Scaled)
 DM6025
 DM6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ250698(NAD 83)
 DM6025
 DM6025                          SUPERSEDED SURVEY CONTROL
 DM6025
 DM6025.No superseded survey control is available for this station.
 DM6025
 DM6025_MARKER: DD = SURVEY DISK
 DM6025_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6025_SP_SET: GUARD RAIL ANCHOR BASE
 DM6025_STAMPING: 1 K 2 2007
 DM6025_MARK LOGO: NJGS
 DM6025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6025+STABILITY: SURFACE MOTION
 DM6025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6025+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2012
 DM6025
 DM6025  HISTORY     - Date     Condition        Report By
 DM6025  HISTORY     - 20070822 MONUMENTED       NJGS
 DM6025  HISTORY     - 20120411 GOOD             INDIV
 DM6025
 DM6025                          STATION DESCRIPTION
 DM6025
 DM6025'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6025'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM6025'THE CONCRETE ANCHOR BASE FOR THE SOUTHWEST END OF A GUARD RAIL
 DM6025'TERMINAL.
 DM6025'
 DM6025'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 322 AND NJ STATE
 DM6025'ROUTE 50, GO 0.2 MI (0.3 KM) NORTHEAST ON ROUTE 50 TO THE STATION ON
 DM6025'THE LEFT.
 DM6025'
 DM6025'IT IS ALSO ABOUT 0.05 MI (0.1 KM) SOUTHWEST OF APPLE STREET.
 DM6025'
 DM6025'THE STATION IS 16.5 FT (5.0 M) WEST-SOUTHWEST OF POLE NUMBER P4390,
 DM6025'30.1 FT (9.2 M) NORTHWEST OF THE CENTERLINE OF ROUTE 50, 76.2 FT (23.2
 DM6025'M) NORTHEAST OF THE END OF A CHAIN LINK FENCE, 3.7 FT (1.1 M)
 DM6025'SOUTHWEST OF THE SOUTHWEST END OF THE GUARD RAIL.
 DM6025
 DM6025                          STATION RECOVERY (2012)
 DM6025
 DM6025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 DM6025'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION. STATION IS 12 FT
 DM6025'NORTHEAST OF THE END OF THE CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8286 ***********************************************************************
 DN8286  DESIGNATION -  1 K 3
 DN8286  PID         -  DN8286
 DN8286  STATE/COUNTY-  NJ/ATLANTIC
 DN8286  COUNTRY     -  US
 DN8286  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8286
 DN8286                         *CURRENT SURVEY CONTROL
 DN8286  ______________________________________________________________________
 DN8286* NAD 83(1986) POSITION- 39 25 48.16   (N) 074 30 15.37   (W)   HD_HELD1
 DN8286* NAVD 88 ORTHO HEIGHT -     6.292 (meters)       20.64  (feet) ADJUSTED
 DN8286  ______________________________________________________________________
 DN8286  GEOID HEIGHT    -        -34.020 (meters)                     GEOID18
 DN8286  DYNAMIC HEIGHT  -          6.289 (meters)       20.63  (feet) COMP
 DN8286  MODELED GRAVITY -    980,120.8   (mgal)                       NAVD 88
 DN8286
 DN8286  VERT ORDER      -  FIRST     CLASS II
 DN8286
 DN8286.The horizontal coordinates were determined by differentially corrected
 DN8286.hand held GPS observations or other comparable positioning techniques
 DN8286.and have an estimated accuracy of +/- 3 meters.
 DN8286
 DN8286.The orthometric height was determined by differential leveling and
 DN8286.adjusted by the NATIONAL GEODETIC SURVEY
 DN8286.in April 2013.
 DN8286
 DN8286.No vertical observational check was made to the station.
 DN8286
 DN8286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8286.GEOID18 height accuracy estimate available here.
 DN8286
 DN8286.Click photographs - Photos may exist for this station.
 DN8286
 DN8286.The dynamic height is computed by dividing the NAVD 88
 DN8286.geopotential number by the normal gravity value computed on the
 DN8286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8286.degrees latitude (g = 980.6199 gals.).
 DN8286
 DN8286.The modeled gravity was interpolated from observed gravity values.
 DN8286
 DN8286;                    North         East    Units  Estimated Accuracy
 DN8286;SPC NJ       -    66,239.1     149,632.4     MT  (+/- 3 meters HH1 GPS) 
 DN8286
 DN8286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4266564618(NAD 83)
 DN8286
 DN8286                          SUPERSEDED SURVEY CONTROL
 DN8286
 DN8286.No superseded survey control is available for this station.
 DN8286
 DN8286_MARKER: DD = SURVEY DISK
 DN8286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8286_STAMPING: 1 K 3 2010
 DN8286_MARK LOGO: NJDT
 DN8286_PROJECTION: FLUSH
 DN8286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8286+STABILITY: SURFACE MOTION
 DN8286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8286+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 DN8286
 DN8286  HISTORY     - Date     Condition        Report By
 DN8286  HISTORY     - 20100510 MONUMENTED       NJGS
 DN8286  HISTORY     - 20161206 GOOD             NJGS
 DN8286  HISTORY     - 20180710 GOOD             NJGS
 DN8286
 DN8286                          STATION DESCRIPTION
 DN8286
 DN8286'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8286'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE NORTHWEST SIDE OF
 DN8286'U.S. HIGHWAY 9.
 DN8286'
 DN8286'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 9 AND 30,
 DN8286'GO NORTHEAST ON U.S. HIGHWAY 9 FOR 0.2 MI (0.3 KM) TO THE STATION ON
 DN8286'THE LEFT, SET FLUSH WITH THE GROUND IN A LANDSCAPED GRASS AREA WITHIN
 DN8286'THE BOUNDARY OF THE ABSECON VETERANS PARK, OPPOSITE A ONE AND ONE HALF
 DN8286'STORY FRAME HOUSE, NUMBER 120, ON THE SOUTHEAST SIDE OF U.S. HIGHWAY
 DN8286'9.
 DN8286'
 DN8286'THE STATION IS 0.90 M (3.0 FT) NORTHWEST FROM THE NORTHWEST CURB OF
 DN8286'U.S. HIGHWAY 9, 6.2 M (20.3 FT) EAST FROM A RECTANGULAR WOOD SIGN FOR
 DN8286'ABSECON VETERANS PARK AND 16.2 M (53.1 FT) WEST-SOUTHWEST AND ACROSS
 DN8286'U.S. HIGHWAY 9 FROM WOOD UTILITY POLE NUMBER P8483 L99.
 DN8286'
 DN8286'THE STATION IS ALSO KNOWN AS U.S. HIGHWAY 9 BASELINE STATION 38+00.
 DN8286
 DN8286                          STATION RECOVERY (2016)
 DN8286
 DN8286'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DN8286'RECOVERED AS DESCRIBED.
 DN8286'
 DN8286'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHWEST OF ATLANTIC
 DN8286'CITY, 3.7 MI (6.0 KM) SOUTHWEST OF OCEANVILLE AND 3.0 MI (4.8 KM)
 DN8286'NORTH-NORTHEAST OF PLEASANTVILLE, IN THE CITY OF ABSECON.
 DN8286
 DN8286                          STATION RECOVERY (2018)
 DN8286
 DN8286'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DN8286'THE STATION IS 16.3 M (53.5 FT) WEST OF WOOD UTILITY POLE NUMBER P8483
 DN8286'L99, 14 M (45.9 FT) EAST OF CENTER OF CURB DRAINAGE INLET ON ALAMEDA,
 DN8286'9.6 M (31.5 FT) NORTHEAST OF CENTER OF DRAINAGE INLET FOR THE PARK,
 DN8286'5.7 M (18.7 FT) EAST-NORTHEAST OF A RECTANGULAR WOOD SIGN FOR ABSECON
 DN8286'VETERANS PARK, 0.9 M (3.0 FT) NORTHWEST OF THE NORTHWEST CURB OF US
 DN8286'HIGHWAY 9.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7319 ***********************************************************************
 DQ7319  DESIGNATION -  1 K 4
 DQ7319  PID         -  DQ7319
 DQ7319  STATE/COUNTY-  NJ/ATLANTIC
 DQ7319  COUNTRY     -  US
 DQ7319  USGS QUAD   -  OCEAN CITY (2019)
 DQ7319
 DQ7319                         *CURRENT SURVEY CONTROL
 DQ7319  ______________________________________________________________________
 DQ7319* NAD 83(1986) POSITION- 39 18 27.29   (N) 074 35 55.31   (W)   HD_HELD1
 DQ7319* NAVD 88 ORTHO HEIGHT -     6.031 (meters)       19.79  (feet) ADJUSTED
 DQ7319  ______________________________________________________________________
 DQ7319  GEOID HEIGHT    -        -34.476 (meters)                     GEOID18
 DQ7319  DYNAMIC HEIGHT  -          6.028 (meters)       19.78  (feet) COMP
 DQ7319  MODELED GRAVITY -    980,103.5   (mgal)                       NAVD 88
 DQ7319
 DQ7319  VERT ORDER      -  FIRST     CLASS II
 DQ7319
 DQ7319.The horizontal coordinates were determined by differentially corrected
 DQ7319.hand held GPS observations or other comparable positioning techniques
 DQ7319.and have an estimated accuracy of +/- 3 meters.
 DQ7319
 DQ7319.The orthometric height was determined by differential leveling and
 DQ7319.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7319.in June 2018.
 DQ7319
 DQ7319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7319.GEOID18 height accuracy estimate available here.
 DQ7319
 DQ7319.Click photographs - Photos may exist for this station.
 DQ7319
 DQ7319.The dynamic height is computed by dividing the NAVD 88
 DQ7319.geopotential number by the normal gravity value computed on the
 DQ7319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7319.degrees latitude (g = 980.6199 gals.).
 DQ7319
 DQ7319.The modeled gravity was interpolated from observed gravity values.
 DQ7319
 DQ7319;                    North         East    Units  Estimated Accuracy
 DQ7319;SPC NJ       -    52,648.8     141,488.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7319
 DQ7319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3459850986(NAD 83)
 DQ7319
 DQ7319                          SUPERSEDED SURVEY CONTROL
 DQ7319
 DQ7319.No superseded survey control is available for this station.
 DQ7319
 DQ7319_MARKER: DD = SURVEY DISK
 DQ7319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ7319_SP_SET: BRIDGE ABUTMENT
 DQ7319_STAMPING: 1 K 4 2017
 DQ7319_MARK LOGO: NJGS
 DQ7319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7319+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7319
 DQ7319  HISTORY     - Date     Condition        Report By
 DQ7319  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7319
 DQ7319                          STATION DESCRIPTION
 DQ7319
 DQ7319'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7319'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHWEST OF
 DQ7319'PLEASANTVILLE, 3.8 MI (6.1 KM) NORTHEAST OF MARMORA AND 2.5 MI (4.0
 DQ7319'KM) NORTH-NORTHWEST OF OCEAN CITY, IN SOMERS POINT.
 DQ7319'
 DQ7319'THE STATION IS SET IN THE EXPOSED SOUTHWEST END OF THE NORTH BRIDGE
 DQ7319'ABUTMENT, NORTHWEST OF SHIP CHANNEL, IN THE SIDEWALK-BICYCLE PATH AREA
 DQ7319'FOR THE SOUTHBOUND LANES OF THE NEW JERSEY ROUTE 52 BRIDGE (HOWARD S.
 DQ7319'STAINTON MEMORIAL CAUSEWAY) LEADING INTO OCEAN CITY.
 DQ7319'
 DQ7319'THE STATION IS 17.5 FT (5.3 M) SOUTHEAST OF THE EAST CORNER OF WORLD
 DQ7319'WAR MEMORIAL BRIDGE MONUMENT PLAQUE, 8.9 FT (2.7 M) SOUTHWEST OF
 DQ7319'CONCRETE SIDEWALK-ROADWAY PARTITION, 1 FT (0.3 M) NORTHEAST OF SOUTH
 DQ7319'SIDEWALK RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8267 ***********************************************************************
 DQ8267  DESIGNATION -  1 K 5
 DQ8267  PID         -  DQ8267
 DQ8267  STATE/COUNTY-  NJ/ATLANTIC
 DQ8267  COUNTRY     -  US
 DQ8267  USGS QUAD   -  OCEANVILLE (2019)
 DQ8267
 DQ8267                         *CURRENT SURVEY CONTROL
 DQ8267  ______________________________________________________________________
 DQ8267* NAD 83(1986) POSITION- 39 22 39.32   (N) 074 25 49.63   (W)   HD_HELD1
 DQ8267* NAVD 88 ORTHO HEIGHT -     2.485 (meters)        8.15  (feet) ADJUSTED
 DQ8267  ______________________________________________________________________
 DQ8267  GEOID HEIGHT    -        -34.354 (meters)                     GEOID18
 DQ8267  DYNAMIC HEIGHT  -          2.484 (meters)        8.15  (feet) COMP
 DQ8267  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 DQ8267
 DQ8267  VERT ORDER      -  FIRST     CLASS II
 DQ8267
 DQ8267.The horizontal coordinates were determined by differentially corrected
 DQ8267.hand held GPS observations or other comparable positioning techniques
 DQ8267.and have an estimated accuracy of +/- 3 meters.
 DQ8267
 DQ8267.The orthometric height was determined by differential leveling and
 DQ8267.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8267.in August 2018.
 DQ8267
 DQ8267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8267.GEOID18 height accuracy estimate available here.
 DQ8267
 DQ8267.Click photographs - Photos may exist for this station.
 DQ8267
 DQ8267.The dynamic height is computed by dividing the NAVD 88
 DQ8267.geopotential number by the normal gravity value computed on the
 DQ8267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8267.degrees latitude (g = 980.6199 gals.).
 DQ8267
 DQ8267.The modeled gravity was interpolated from observed gravity values.
 DQ8267
 DQ8267;                    North         East    Units  Estimated Accuracy
 DQ8267;SPC NJ       -    60,418.2     155,991.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8267
 DQ8267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4905558834(NAD 83)
 DQ8267
 DQ8267                          SUPERSEDED SURVEY CONTROL
 DQ8267
 DQ8267.No superseded survey control is available for this station.
 DQ8267
 DQ8267_MARKER: DD = SURVEY DISK
 DQ8267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8267_SP_SET: UTILITY POLE BASE
 DQ8267_STAMPING: 1 K 5 2017
 DQ8267_MARK LOGO: NJGS
 DQ8267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8267+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 DQ8267
 DQ8267  HISTORY     - Date     Condition        Report By
 DQ8267  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8267  HISTORY     - 20210512 GOOD             NJGS
 DQ8267
 DQ8267                          STATION DESCRIPTION
 DQ8267
 DQ8267'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8267'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST OF PLEASANTVILLE,
 DQ8267'4.2 MI (6.8 KM) WEST-SOUTHWEST OF BRIGANTINE, IN ATLANTIC CITY.
 DQ8267'
 DQ8267'TO REACH IN ATLANTIC CITY FROM THE JUNCTION OF US HIGHWAY 30 (ABSECON
 DQ8267'BOULEVARD) AND NORTH CAROLINA AVENUE, GO 0.15 MI (0.24 KM)
 DQ8267'NORTH-NORTHWEST ON NORTH CAROLINA AVENUE TO THE JUNCTION WITH NJ STATE
 DQ8267'ROUTE 187 (BRIGANTINE BOULEVARD).  TURN RIGHT AND GO 0.4 MI (0.6 KM)
 DQ8267'NORTH-NORTHEAST ON BRIGANTINE BOULEVARD TO THE STATION ON THE RIGHT,
 DQ8267'SET IN A DRILL HOLE IN THE ROUND BASE FOR A LARGE UTILITY POLE ON THE
 DQ8267'NORTHEAST CORNER OF THE JUNCTION OF MARYLAND AVENUE AND NJ ROUTE 187
 DQ8267'(BRIGANTINE BOULEVARD).
 DQ8267'
 DQ8267'IT IS ABOUT 90 FT (27.4 M) SOUTH-SOUTHEAST OF THE CENTER OF HURON
 DQ8267'AVENUE, 31 FT (9.4 M) NORTHEAST OF A FIRE HYDRANT, 7.5 FT (2.3 M)
 DQ8267'SOUTHEAST OF THE CURB AND 9.5 FT (2.9 M) NORTH-NORTHEAST OF AN INLET.
 DQ8267
 DQ8267                          STATION RECOVERY (2021)
 DQ8267
 DQ8267'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DQ8267'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8292 ***********************************************************************
 DQ8292  DESIGNATION -  1 K 6
 DQ8292  PID         -  DQ8292
 DQ8292  STATE/COUNTY-  NJ/ATLANTIC
 DQ8292  COUNTRY     -  US
 DQ8292  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8292
 DQ8292                         *CURRENT SURVEY CONTROL
 DQ8292  ______________________________________________________________________
 DQ8292* NAD 83(1986) POSITION- 39 23 11.81   (N) 074 30 52.63   (W)   HD_HELD1
 DQ8292* NAVD 88 ORTHO HEIGHT -     1.937 (meters)        6.36  (feet) ADJUSTED
 DQ8292  ______________________________________________________________________
 DQ8292  GEOID HEIGHT    -        -34.214 (meters)                     GEOID18
 DQ8292  DYNAMIC HEIGHT  -          1.936 (meters)        6.35  (feet) COMP
 DQ8292  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 DQ8292
 DQ8292  VERT ORDER      -  FIRST     CLASS II
 DQ8292
 DQ8292.The horizontal coordinates were determined by differentially corrected
 DQ8292.hand held GPS observations or other comparable positioning techniques
 DQ8292.and have an estimated accuracy of +/- 3 meters.
 DQ8292
 DQ8292.The orthometric height was determined by differential leveling and
 DQ8292.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8292.in August 2018.
 DQ8292
 DQ8292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8292.GEOID18 height accuracy estimate available here.
 DQ8292
 DQ8292.Click photographs - Photos may exist for this station.
 DQ8292
 DQ8292.The dynamic height is computed by dividing the NAVD 88
 DQ8292.geopotential number by the normal gravity value computed on the
 DQ8292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8292.degrees latitude (g = 980.6199 gals.).
 DQ8292
 DQ8292.The modeled gravity was interpolated from observed gravity values.
 DQ8292
 DQ8292;                    North         East    Units  Estimated Accuracy
 DQ8292;SPC NJ       -    61,417.8     148,740.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8292
 DQ8292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4180059793(NAD 83)
 DQ8292
 DQ8292                          SUPERSEDED SURVEY CONTROL
 DQ8292
 DQ8292.No superseded survey control is available for this station.
 DQ8292
 DQ8292_MARKER: DD = SURVEY DISK
 DQ8292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8292_STAMPING: 1 K 6 2017
 DQ8292_MARK LOGO: NJDT
 DQ8292_PROJECTION: FLUSH
 DQ8292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8292+STABILITY: SURFACE MOTION
 DQ8292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8292+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 DQ8292
 DQ8292  HISTORY     - Date     Condition        Report By
 DQ8292  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8292  HISTORY     - 20170523 GOOD             NJGS
 DQ8292
 DQ8292                          STATION DESCRIPTION
 DQ8292
 DQ8292'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8292'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DQ8292'OCEANVILLE, 4.0 MI (6.4 KM) WEST-NORTHWEST OF ATLANTIC CITY AND 1.7 MI
 DQ8292'(2.7 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN EGG HARBOR TOWNSHIP.
 DQ8292'
 DQ8292'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND U.S. HIGHWAYS
 DQ8292'40/322, GO ABOUT 0.95 MI (1.53 KM) EAST-SOUTHEAST ON U.S. HIGHWAYS
 DQ8292'40/322 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY.
 DQ8292'
 DQ8292'THE STATION IS 7.8 FT (2.4 M) NORTH-NORTHEAST OF THE CURB OF U.S.
 DQ8292'HIGHWAY 40/322 WESTBOUND, 157.8 FT (48.1 M) NORTHWEST OF POLE NUMBER
 DQ8292'P13449, 1 FT (0.3 M) NORTHEAST OF THE NORTH EDGE OF THE SIDEWALK, 169
 DQ8292'FT (51.5 M) SOUTHEAST OF THE CENTERLINE OF PALERMO AVENUE AND 90 FT
 DQ8292'(27.4 M) WEST-NORTHWEST OF THE CENTERLINE OF FLORENCE AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7219 ***********************************************************************
 DR7219  DESIGNATION -  1 K 7
 DR7219  PID         -  DR7219
 DR7219  STATE/COUNTY-  NJ/ATLANTIC
 DR7219  COUNTRY     -  US
 DR7219  USGS QUAD   -  OCEANVILLE (2019)
 DR7219
 DR7219                         *CURRENT SURVEY CONTROL
 DR7219  ______________________________________________________________________
 DR7219* NAD 83(1986) POSITION- 39 23 19.63   (N) 074 24 14.45   (W)   HD_HELD1
 DR7219* NAVD 88 ORTHO HEIGHT -     2.271 (meters)        7.45  (feet) ADJUSTED
 DR7219  ______________________________________________________________________
 DR7219  GEOID HEIGHT    -        -34.337 (meters)                     GEOID18
 DR7219  DYNAMIC HEIGHT  -          2.269 (meters)        7.44  (feet) COMP
 DR7219  MODELED GRAVITY -    980,111.3   (mgal)                       NAVD 88
 DR7219
 DR7219  VERT ORDER      -  FIRST     CLASS II
 DR7219
 DR7219.The horizontal coordinates were determined by differentially corrected
 DR7219.hand held GPS observations or other comparable positioning techniques
 DR7219.and have an estimated accuracy of +/- 3 meters.
 DR7219
 DR7219.The orthometric height was determined by differential leveling and
 DR7219.adjusted by the NATIONAL GEODETIC SURVEY
 DR7219.in March 2022.
 DR7219
 DR7219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7219.GEOID18 height accuracy estimate available here.
 DR7219
 DR7219.Click photographs - Photos may exist for this station.
 DR7219
 DR7219.The dynamic height is computed by dividing the NAVD 88
 DR7219.geopotential number by the normal gravity value computed on the
 DR7219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7219.degrees latitude (g = 980.6199 gals.).
 DR7219
 DR7219.The modeled gravity was interpolated from observed gravity values.
 DR7219
 DR7219;                    North         East    Units  Estimated Accuracy
 DR7219;SPC NJ       -    61,663.3     158,268.4     MT  (+/- 3 meters HH1 GPS) 
 DR7219
 DR7219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5132460091(NAD 83)
 DR7219
 DR7219                          SUPERSEDED SURVEY CONTROL
 DR7219
 DR7219.No superseded survey control is available for this station.
 DR7219
 DR7219_MARKER: DD = SURVEY DISK
 DR7219_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7219_SP_SET: CURB
 DR7219_STAMPING: 1 K 7 2021
 DR7219_MARK LOGO: NJGS
 DR7219_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7219+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2021
 DR7219
 DR7219  HISTORY     - Date     Condition        Report By
 DR7219  HISTORY     - 20210525 MONUMENTED       NJGS
 DR7219
 DR7219                          STATION DESCRIPTION
 DR7219
 DR7219'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7219'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF
 DR7219'OCEANVILLE, 2.5 MI (4.0 KM) SOUTHWEST OF BRIGANTINE AND 2.0 MI (3.2
 DR7219'KM) NORTH-NORTHEAST OF ATLANTIC CITY, IN BRIGANTINE CITY, NJ.
 DR7219'
 DR7219'TO REACH THE STATION FROM THE INTERSECTION OF BRIGANTINE BOULEVARD
 DR7219'(ROUTE 87) AND HARBOUR BEACH BOULEVARD, GO SOUTH ON HARBOUR BEACH
 DR7219'BOULEVARD FOR ABOUT 0.29 MI (0.47 KM) TO THE INTERSECTION WITH LAGOON
 DR7219'BOULEVARD, THEN TURN RIGHT ON LAGOON BOULEVARD AND GO SOUTH FOR ABOUT
 DR7219'0.37 MI (0.60 KM) TO THE STATION ON THE LEFT.
 DR7219'
 DR7219'THE STATION IS 168.66 FT (51.4 M) NORTHEAST FROM THE CENTERLINE OF
 DR7219'GULL COVE, 32.50 FT (9.9 M) WEST FROM A LIGHT POLE IN THE GRASS
 DR7219'MEDIAN, 30.08 FT (9.2 M) NORTH FROM THE CENTERLINE OF THE NORTH BOUND
 DR7219'LANE OF LAGOON BOULEVARD AND 15.25 FT (4.6 M) SOUTH FROM THE
 DR7219'CENTERLINE OF THE SOUTH BOUND LANE OF LAGOON BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4370 ***********************************************************************
 AI4370  DESIGNATION -  1 L 1
 AI4370  PID         -  AI4370
 AI4370  STATE/COUNTY-  NJ/ATLANTIC
 AI4370  COUNTRY     -  US
 AI4370  USGS QUAD   -  NEWTONVILLE (2019)
 AI4370
 AI4370                         *CURRENT SURVEY CONTROL
 AI4370  ______________________________________________________________________
 AI4370* NAD 83(2011) POSITION- 39 36 28.33616(N) 074 50 10.15389(W)   ADJUSTED
 AI4370* NAD 83(2011) ELLIP HT-   -11.071 (meters)        (06/27/12)   ADJUSTED
 AI4370* NAD 83(2011) EPOCH   -  2010.00
 AI4370* NAVD 88 ORTHO HEIGHT -    22.420 (meters)       73.56  (feet) ADJUSTED
 AI4370  ______________________________________________________________________
 AI4370  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 AI4370  NAD 83(2011) X  -  1,287,123.847 (meters)                     COMP
 AI4370  NAD 83(2011) Y  - -4,749,244.985 (meters)                     COMP
 AI4370  NAD 83(2011) Z  -  4,044,530.655 (meters)                     COMP
 AI4370  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 AI4370  DYNAMIC HEIGHT  -         22.409 (meters)       73.52  (feet) COMP
 AI4370  MODELED GRAVITY -    980,128.3   (mgal)                       NAVD 88
 AI4370
 AI4370  VERT ORDER      -  FIRST     CLASS II
 AI4370
 AI4370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4370  Standards:
 AI4370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4370  -------------------------------------------------------------------
 AI4370  NETWORK    0.72   1.27           0.32   0.26   0.65      0.00193609
 AI4370  -------------------------------------------------------------------
 AI4370  Click here for local accuracies and other accuracy information.
 AI4370
 AI4370.The horizontal coordinates were established by GPS observations
 AI4370.and adjusted by the National Geodetic Survey in June 2012.
 AI4370
 AI4370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4370.been affixed to the stable North American tectonic plate. See 
 AI4370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4370
 AI4370.The horizontal coordinates are valid at the epoch date displayed above
 AI4370.which is a decimal equivalence of Year/Month/Day.
 AI4370
 AI4370.The orthometric height was determined by differential leveling and
 AI4370.adjusted by the NATIONAL GEODETIC SURVEY
 AI4370.in February 2010.
 AI4370
 AI4370.No vertical observational check was made to the station.
 AI4370
 AI4370.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4370.GEOID18 height accuracy estimate available here.
 AI4370
 AI4370.Click photographs - Photos may exist for this station.
 AI4370
 AI4370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4370
 AI4370.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4370
 AI4370.The ellipsoidal height was determined by GPS observations
 AI4370.and is referenced to NAD 83.
 AI4370
 AI4370.The dynamic height is computed by dividing the NAVD 88
 AI4370.geopotential number by the normal gravity value computed on the
 AI4370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4370.degrees latitude (g = 980.6199 gals.).
 AI4370
 AI4370.The modeled gravity was interpolated from observed gravity values.
 AI4370
 AI4370. The following values were computed from the NAD 83(2011) position.
 AI4370
 AI4370;                    North         East     Units Scale Factor Converg.
 AI4370;SPC NJ       -    86,034.341   121,133.859   MT  0.99991026   -0 12 51.5
 AI4370;SPC NJ       -   282,264.33    397,420.00   sFT  0.99991026   -0 12 51.5
 AI4370;UTM  18      - 4,384,249.050   514,065.532   MT  0.99960244   +0 06 16.0
 AI4370
 AI4370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4370!SPC NJ       -   1.00000174  x   0.99991026  =   0.99991200
 AI4370!UTM  18      -   1.00000174  x   0.99960244  =   0.99960418
 AI4370
 AI4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1406584249(NAD 83)
 AI4370
 AI4370                          SUPERSEDED SURVEY CONTROL
 AI4370
 AI4370  NAD 83(2007)-  39 36 28.33645(N)    074 50 10.15465(W) AD(2002.00) 0
 AI4370  ELLIP H (02/10/07)  -11.065  (m)                       GP(2002.00)    
 AI4370  ELLIP H (09/25/02)  -11.031  (m)                       GP(       ) 4 1
 AI4370  NAD 83(1996)-  39 36 28.33648(N)    074 50 10.15490(W) AD(       ) 1
 AI4370  ELLIP H (03/31/00)  -11.052  (m)                       GP(       ) 3 1
 AI4370  NAVD 88 (03/31/00)   22.5    (m)  GEOID99  model used  GPS OBS        
 AI4370
 AI4370.Superseded values are not recommended for survey control.
 AI4370
 AI4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4370.See file dsdata.pdf to determine how the superseded data were derived.
 AI4370
 AI4370_MARKER: DD = SURVEY DISK
 AI4370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI4370_SP_SET: BRIDGE WALKWAY
 AI4370_STAMPING: 1 L 1 1999
 AI4370_MARK LOGO: NJGS
 AI4370_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4370+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2019
 AI4370
 AI4370  HISTORY     - Date     Condition        Report By
 AI4370  HISTORY     - 1999     MONUMENTED       NJGS
 AI4370  HISTORY     - 20060407 GOOD             MACDEL
 AI4370  HISTORY     - 20060926 GOOD             NJGS
 AI4370  HISTORY     - 20070421 GOOD             UE
 AI4370  HISTORY     - 20191217 GOOD             NJGS
 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.
 AI4370
 AI4370                          STATION RECOVERY (2006)
 AI4370
 AI4370'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AI4370'RECOVERED AS DESCRIBED.
 AI4370
 AI4370                          STATION RECOVERY (2007)
 AI4370
 AI4370'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4370'RECOVERED IN GOOD CONDITION.
 AI4370
 AI4370                          STATION RECOVERY (2019)
 AI4370
 AI4370'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AI4370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8292 ***********************************************************************
 DN8292  DESIGNATION -  1 L 3
 DN8292  PID         -  DN8292
 DN8292  STATE/COUNTY-  NJ/ATLANTIC
 DN8292  COUNTRY     -  US
 DN8292  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8292
 DN8292                         *CURRENT SURVEY CONTROL
 DN8292  ______________________________________________________________________
 DN8292* NAD 83(1986) POSITION- 39 28 33.     (N) 074 32 18.     (W)   SCALED
 DN8292* NAVD 88 ORTHO HEIGHT -    20.174 (meters)       66.19  (feet) ADJUSTED
 DN8292  ______________________________________________________________________
 DN8292  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 DN8292  DYNAMIC HEIGHT  -         20.163 (meters)       66.15  (feet) COMP
 DN8292  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 DN8292
 DN8292  VERT ORDER      -  FIRST     CLASS II
 DN8292
 DN8292.The horizontal coordinates were scaled from a map and have
 DN8292.an estimated accuracy of +/- 6 seconds.
 DN8292
 DN8292.The orthometric height was determined by differential leveling and
 DN8292.adjusted by the NATIONAL GEODETIC SURVEY
 DN8292.in April 2013.
 DN8292
 DN8292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8292.GEOID18 height accuracy estimate available here.
 DN8292
 DN8292.Click photographs - Photos may exist for this station.
 DN8292
 DN8292.The dynamic height is computed by dividing the NAVD 88
 DN8292.geopotential number by the normal gravity value computed on the
 DN8292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8292.degrees latitude (g = 980.6199 gals.).
 DN8292
 DN8292.The modeled gravity was interpolated from observed gravity values.
 DN8292
 DN8292;                    North         East    Units  Estimated Accuracy
 DN8292;SPC NJ       -    71,320.      146,700.      MT  (+/- 180 meters Scaled)
 DN8292
 DN8292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ397696(NAD 83)
 DN8292
 DN8292                          SUPERSEDED SURVEY CONTROL
 DN8292
 DN8292.No superseded survey control is available for this station.
 DN8292
 DN8292_MARKER: DD = SURVEY DISK
 DN8292_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8292_SP_SET: UTILITY BOX FOUNDATION
 DN8292_STAMPING: 1 L 3 2010
 DN8292_MARK LOGO: NJGS
 DN8292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8292+STABILITY: SURFACE MOTION
 DN8292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8292+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2010
 DN8292
 DN8292  HISTORY     - Date     Condition        Report By
 DN8292  HISTORY     - 20100513 MONUMENTED       NJGS
 DN8292
 DN8292                          STATION DESCRIPTION
 DN8292
 DN8292'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8292'THE STATION IS LOCATED ON GALLOWAY TOWNSHIP ON THE SOUTH SIDE OF JIM
 DN8292'LEEDS ROAD, COUNTY ROAD 633.
 DN8292'
 DN8292'TO REACH THE STATION FROM THE SKEWED INTERSECTION OF JIM LEEDS ROAD,
 DN8292'COUNTY ROAD 633 AND WEST DUERER STREET (COUNTY ROAD 561), GO
 DN8292'EAST-SOUTHEAST ON JIM LEEDS ROAD FOR 0.65 MI (1.0 KM) TO THE STATION
 DN8292'ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN AN ELECTRICAL UTILITY BOX
 DN8292'FOUNDATION, JUST BEYOND THE PAVED ENTRANCE DRIVE LEADING TO THE 54
 DN8292'WEST GALLOWAY PROFESSIONAL PLAZA OFFICE COMPLEX.
 DN8292'
 DN8292'THE STATION IS 7.7 FT (2.3 M) SOUTH FROM WOOD UTILITY POLE NUMBER
 DN8292'47854, 4.3 FT (1.3 M) SOUTHWEST FROM THE CENTER LINE OF JIM LEEDS
 DN8292'ROAD, 190 FT (57.9 M) EAST-SOUTHEAST FROM THE CENTER LINE OF THE PAVED
 DN8292'ENTRANCE DRIVE LEADING TO THE 54 WEST GALLOWAY PROFESSIONAL PLAZA
 DN8292'OFFICE COMPLEX AND 40 FT (12.2 M) EAST-NORTHEAST FROM THE NORTHWEST
 DN8292'CORNER OF THE PARKING LOT FOR THE OFFICE COMPLEX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7318 ***********************************************************************
 DQ7318  DESIGNATION -  1 L 4
 DQ7318  PID         -  DQ7318
 DQ7318  STATE/COUNTY-  NJ/ATLANTIC
 DQ7318  COUNTRY     -  US
 DQ7318  USGS QUAD   -  OCEAN CITY (2019)
 DQ7318
 DQ7318                         *CURRENT SURVEY CONTROL
 DQ7318  ______________________________________________________________________
 DQ7318* NAD 83(1986) POSITION- 39 18 32.16   (N) 074 35 56.55   (W)   HD_HELD1
 DQ7318* NAVD 88 ORTHO HEIGHT -     3.445 (meters)       11.30  (feet) ADJUSTED
 DQ7318  ______________________________________________________________________
 DQ7318  GEOID HEIGHT    -        -34.470 (meters)                     GEOID18
 DQ7318  DYNAMIC HEIGHT  -          3.443 (meters)       11.30  (feet) COMP
 DQ7318  MODELED GRAVITY -    980,103.8   (mgal)                       NAVD 88
 DQ7318
 DQ7318  VERT ORDER      -  FIRST     CLASS II
 DQ7318
 DQ7318.The horizontal coordinates were determined by differentially corrected
 DQ7318.hand held GPS observations or other comparable positioning techniques
 DQ7318.and have an estimated accuracy of +/- 3 meters.
 DQ7318
 DQ7318.The orthometric height was determined by differential leveling and
 DQ7318.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7318.in June 2018.
 DQ7318
 DQ7318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7318.GEOID18 height accuracy estimate available here.
 DQ7318
 DQ7318.Click photographs - Photos may exist for this station.
 DQ7318
 DQ7318.The dynamic height is computed by dividing the NAVD 88
 DQ7318.geopotential number by the normal gravity value computed on the
 DQ7318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7318.degrees latitude (g = 980.6199 gals.).
 DQ7318
 DQ7318.The modeled gravity was interpolated from observed gravity values.
 DQ7318
 DQ7318;                    North         East    Units  Estimated Accuracy
 DQ7318;SPC NJ       -    52,799.0     141,458.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7318
 DQ7318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3456851136(NAD 83)
 DQ7318
 DQ7318                          SUPERSEDED SURVEY CONTROL
 DQ7318
 DQ7318.No superseded survey control is available for this station.
 DQ7318
 DQ7318_MARKER: DD = SURVEY DISK
 DQ7318_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ7318+WITH SETTING: PAVEMENT
 DQ7318_SP_SET: TRAFFIC SIGNAL BASE
 DQ7318_STAMPING: 1 L 4 2017
 DQ7318_MARK LOGO: NJGS
 DQ7318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7318+STABILITY: SURFACE MOTION
 DQ7318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7318+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2017
 DQ7318
 DQ7318  HISTORY     - Date     Condition        Report By
 DQ7318  HISTORY     - 20170123 MONUMENTED       NJGS
 DQ7318
 DQ7318                          STATION DESCRIPTION
 DQ7318
 DQ7318'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7318'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHWEST OF
 DQ7318'PLEASANTVILLE, 3.8 MI (6.1 KM) NORTHEAST OF MARMORA AND 2.5 MI (4.0
 DQ7318'KM) NORTH-NORTHWEST OF OCEAN CITY, IN SOMERS POINT.
 DQ7318'
 DQ7318'THE STATION IS SET IN THE BASE OF A TRAFFIC SIGNAL ON THE NORTHEAST
 DQ7318'CORNER OF THE JUNCTION OF SHORE ROAD (COUNTY ROUTE 585) AND NEW JERSEY
 DQ7318'ROUTE 52 (MACARTHUR BOULEVARD).
 DQ7318'
 DQ7318'THE STATION IS 66.2 FT (20.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DQ7318'SHORE ROAD, 57.7 FT (17.6 M) EAST-NORTHEAST OF THE CENTERLINE OF ROUTE
 DQ7318'52, 18.6 FT (5.7 M) SOUTHEAST OF A STREET LIGHT POLE NUMBER SP10425.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8268 ***********************************************************************
 DQ8268  DESIGNATION -  1 L 5
 DQ8268  PID         -  DQ8268
 DQ8268  STATE/COUNTY-  NJ/ATLANTIC
 DQ8268  COUNTRY     -  US
 DQ8268  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8268
 DQ8268                         *CURRENT SURVEY CONTROL
 DQ8268  ______________________________________________________________________
 DQ8268* NAD 83(1986) POSITION- 39 22 19.41   (N) 074 25 56.30   (W)   HD_HELD1
 DQ8268* NAVD 88 ORTHO HEIGHT -     1.983 (meters)        6.51  (feet) ADJUSTED
 DQ8268  ______________________________________________________________________
 DQ8268  GEOID HEIGHT    -        -34.376 (meters)                     GEOID18
 DQ8268  DYNAMIC HEIGHT  -          1.982 (meters)        6.50  (feet) COMP
 DQ8268  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 DQ8268
 DQ8268  VERT ORDER      -  FIRST     CLASS II
 DQ8268
 DQ8268.The horizontal coordinates were determined by differentially corrected
 DQ8268.hand held GPS observations or other comparable positioning techniques
 DQ8268.and have an estimated accuracy of +/- 3 meters.
 DQ8268
 DQ8268.The orthometric height was determined by differential leveling and
 DQ8268.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8268.in August 2018.
 DQ8268
 DQ8268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8268.GEOID18 height accuracy estimate available here.
 DQ8268
 DQ8268.Click photographs - Photos may exist for this station.
 DQ8268
 DQ8268.The dynamic height is computed by dividing the NAVD 88
 DQ8268.geopotential number by the normal gravity value computed on the
 DQ8268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8268.degrees latitude (g = 980.6199 gals.).
 DQ8268
 DQ8268.The modeled gravity was interpolated from observed gravity values.
 DQ8268
 DQ8268;                    North         East    Units  Estimated Accuracy
 DQ8268;SPC NJ       -    59,804.1     155,832.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8268
 DQ8268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4889958219(NAD 83)
 DQ8268
 DQ8268                          SUPERSEDED SURVEY CONTROL
 DQ8268
 DQ8268.No superseded survey control is available for this station.
 DQ8268
 DQ8268_MARKER: DD = SURVEY DISK
 DQ8268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8268_SP_SET: TRAFFIC SIGNAL BASE
 DQ8268_STAMPING: 1 L 5 2017
 DQ8268_MARK LOGO: NJGS
 DQ8268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8268+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8268
 DQ8268  HISTORY     - Date     Condition        Report By
 DQ8268  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8268  HISTORY     - 20210520 GOOD             NJGS
 DQ8268
 DQ8268                          STATION DESCRIPTION
 DQ8268
 DQ8268'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8268'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST-SOUTHEAST OF
 DQ8268'PLEASANTVILLE, 4.5 MI (7.2 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC
 DQ8268'CITY.
 DQ8268'
 DQ8268'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 (ABSECON
 DQ8268'BOULEVARD) AND NORTH CAROLINA AVENUE, GO 0.15 MI (0.24 KM)
 DQ8268'NORTH-NORTHWEST ON NORTH CAROLINA AVENUE TO THE STATION ON THE LEFT,
 DQ8268'AT THE SOUTH SIDE OF THE T-JUNCTION OF NORTH CAROLINA AVENUE/ ATLANTIC
 DQ8268'CITY-BRIGANTINE CONNECTOR AND NEW JERSEY STATE ROUTE 187 (BRIGANTINE
 DQ8268'BOULEVARD), SET IN A DRILL HOLE A 3 FT (0.9 M) SQUARE BASE FOR A
 DQ8268'TRAFFIC LIGHT.
 DQ8268'
 DQ8268'THE STATION IS 11 FT (3.4 M) WEST-NORTHWEST OF AN INLET, 9 FT (2.7 M)
 DQ8268'WEST-SOUTHWEST OF THE CURB, 20 FT (6.1 M) NORTHWEST OF POLE NUMBER
 DQ8268'A16898, 23 FT (7.0 M) NORTHEAST OF A CHAIN LINK FENCE.
 DQ8268
 DQ8268                          STATION RECOVERY (2021)
 DQ8268
 DQ8268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DQ8268'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8293 ***********************************************************************
 DQ8293  DESIGNATION -  1 L 6
 DQ8293  PID         -  DQ8293
 DQ8293  STATE/COUNTY-  NJ/ATLANTIC
 DQ8293  COUNTRY     -  US
 DQ8293  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8293
 DQ8293                         *CURRENT SURVEY CONTROL
 DQ8293  ______________________________________________________________________
 DQ8293* NAD 83(1986) POSITION- 39 23 16.07   (N) 074 31 04.46   (W)   HD_HELD1
 DQ8293* NAVD 88 ORTHO HEIGHT -     2.088 (meters)        6.85  (feet) ADJUSTED
 DQ8293  ______________________________________________________________________
 DQ8293  GEOID HEIGHT    -        -34.205 (meters)                     GEOID18
 DQ8293  DYNAMIC HEIGHT  -          2.087 (meters)        6.85  (feet) COMP
 DQ8293  MODELED GRAVITY -    980,113.7   (mgal)                       NAVD 88
 DQ8293
 DQ8293  VERT ORDER      -  FIRST     CLASS II
 DQ8293
 DQ8293.The horizontal coordinates were determined by differentially corrected
 DQ8293.hand held GPS observations or other comparable positioning techniques
 DQ8293.and have an estimated accuracy of +/- 3 meters.
 DQ8293
 DQ8293.The orthometric height was determined by differential leveling and
 DQ8293.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8293.in August 2018.
 DQ8293
 DQ8293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8293.GEOID18 height accuracy estimate available here.
 DQ8293
 DQ8293.Click photographs - Photos may exist for this station.
 DQ8293
 DQ8293.The dynamic height is computed by dividing the NAVD 88
 DQ8293.geopotential number by the normal gravity value computed on the
 DQ8293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8293.degrees latitude (g = 980.6199 gals.).
 DQ8293
 DQ8293.The modeled gravity was interpolated from observed gravity values.
 DQ8293
 DQ8293;                    North         East    Units  Estimated Accuracy
 DQ8293;SPC NJ       -    61,549.2     148,457.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8293
 DQ8293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4151659923(NAD 83)
 DQ8293
 DQ8293                          SUPERSEDED SURVEY CONTROL
 DQ8293
 DQ8293.No superseded survey control is available for this station.
 DQ8293
 DQ8293_MARKER: DD = SURVEY DISK
 DQ8293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8293_STAMPING: 1 L 6 2017
 DQ8293_MARK LOGO: NJDT
 DQ8293_PROJECTION: FLUSH
 DQ8293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8293+STABILITY: SURFACE MOTION
 DQ8293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8293+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 DQ8293
 DQ8293  HISTORY     - Date     Condition        Report By
 DQ8293  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8293  HISTORY     - 20170523 GOOD             NJGS
 DQ8293
 DQ8293                          STATION DESCRIPTION
 DQ8293
 DQ8293'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8293'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DQ8293'OCEANVILLE, 4.0 MI (6.4 KM) WEST-NORTHWEST OF ATLANTIC CITY AND 1.7 MI
 DQ8293'(2.7 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN EGG HARBOR TOWNSHIP.
 DQ8293'
 DQ8293'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND U.S. HIGHWAYS
 DQ8293'40/322, GO ABOUT 0.75 MI (1.21 KM) EAST-SOUTHEAST ON U.S. HIGHWAYS
 DQ8293'40/322 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY.
 DQ8293'
 DQ8293'THE STATION IS 145.8 FT (44.4 M) SOUTHEAST OF THE CENTERLINE OF LYONS
 DQ8293'COURT, 7.3 FT (2.2 M) NORTH OF THE CURB OF U.S. HIGHWAY 40/322
 DQ8293'WESTBOUND, 15.5 FT (4.7 M) NORTHWEST OF POLE NUMBER P13442 AND 21 FT
 DQ8293'(6.4 M) SOUTHEAST OF A LIGHT POLE BETWEEN SIDEWALK AND PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7218 ***********************************************************************
 DR7218  DESIGNATION -  1 L 7
 DR7218  PID         -  DR7218
 DR7218  STATE/COUNTY-  NJ/ATLANTIC
 DR7218  COUNTRY     -  US
 DR7218  USGS QUAD   -  OCEANVILLE (2019)
 DR7218
 DR7218                         *CURRENT SURVEY CONTROL
 DR7218  ______________________________________________________________________
 DR7218* NAD 83(1986) POSITION- 39 23 35.32   (N) 074 23 50.53   (W)   HD_HELD1
 DR7218* NAVD 88 ORTHO HEIGHT -     1.547 (meters)        5.08  (feet) ADJUSTED
 DR7218  ______________________________________________________________________
 DR7218  GEOID HEIGHT    -        -34.326 (meters)                     GEOID18
 DR7218  DYNAMIC HEIGHT  -          1.546 (meters)        5.07  (feet) COMP
 DR7218  MODELED GRAVITY -    980,112.2   (mgal)                       NAVD 88
 DR7218
 DR7218  VERT ORDER      -  FIRST     CLASS II
 DR7218
 DR7218.The horizontal coordinates were determined by differentially corrected
 DR7218.hand held GPS observations or other comparable positioning techniques
 DR7218.and have an estimated accuracy of +/- 3 meters.
 DR7218
 DR7218.The orthometric height was determined by differential leveling and
 DR7218.adjusted by the NATIONAL GEODETIC SURVEY
 DR7218.in March 2022.
 DR7218
 DR7218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7218.GEOID18 height accuracy estimate available here.
 DR7218
 DR7218.Click photographs - Photos may exist for this station.
 DR7218
 DR7218.The dynamic height is computed by dividing the NAVD 88
 DR7218.geopotential number by the normal gravity value computed on the
 DR7218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7218.degrees latitude (g = 980.6199 gals.).
 DR7218
 DR7218.The modeled gravity was interpolated from observed gravity values.
 DR7218
 DR7218;                    North         East    Units  Estimated Accuracy
 DR7218;SPC NJ       -    62,147.7     158,840.2     MT  (+/- 3 meters HH1 GPS) 
 DR7218
 DR7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5189360578(NAD 83)
 DR7218
 DR7218                          SUPERSEDED SURVEY CONTROL
 DR7218
 DR7218.No superseded survey control is available for this station.
 DR7218
 DR7218_MARKER: DD = SURVEY DISK
 DR7218_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR7218_SP_SET: BASIN WING WALL
 DR7218_STAMPING: 1 L 7 2021
 DR7218_MARK LOGO: NJGS
 DR7218_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7218+STABILITY: SURFACE MOTION
 DR7218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7218+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2021
 DR7218
 DR7218  HISTORY     - Date     Condition        Report By
 DR7218  HISTORY     - 20210525 MONUMENTED       NJGS
 DR7218
 DR7218                          STATION DESCRIPTION
 DR7218
 DR7218'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7218'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF
 DR7218'OCEANVILLE, 2.4 MI (3.9 KM) NORTHEAST OF ATLANTIC CITY AND 2.1 MI (3.4
 DR7218'KM) SOUTHWEST OF BRIGANTINE IN BRIGANTINE CITY, NJ.
 DR7218'
 DR7218'TO REACH THE STATION FROM THE INTERSECTION OF BRIGANTINE BOULEVARD
 DR7218'(ROUTE 87) AND HARBOUR BEACH BOULEVARD, GO SOUTH ON HARBOUR BEACH
 DR7218'BOULEVARD FOR ABOUT 0.11 MI (0.18 KM) TO THE STATION ON THE LEFT ON
 DR7218'THE NORTH BOUND LANE OF HARBOUR BEACH BOULEVARD.
 DR7218'
 DR7218'THE STATION IS 52.33 FT (16.0 M) NORTHEAST FROM A FIRE HYDRANT, 47.50
 DR7218'FT (14.5 M) NORTHEAST OF POLE# A16085, 40.08 FT (12.2 M) EAST FROM THE
 DR7218'CENTERLINE OF HARBOUR BEACH BOULEVARD AND 30.50 FT (9.3 M) SOUTH FROM
 DR7218'THE CENTERLINE OF THE SOUTH EXIT OF THE TD BANK PARKING LOT ON THE
 DR7218'NORTH SIDE OF THE BASIN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6974 ***********************************************************************
 AM6974  DESIGNATION -  1 M 1
 AM6974  PID         -  AM6974
 AM6974  STATE/COUNTY-  NJ/ATLANTIC
 AM6974  COUNTRY     -  US
 AM6974  USGS QUAD   -  OCEAN CITY (2019)
 AM6974
 AM6974                         *CURRENT SURVEY CONTROL
 AM6974  ______________________________________________________________________
 AM6974* NAD 83(1986) POSITION- 39 18 59.16   (N) 074 35 06.68   (W)   HD_HELD1
 AM6974* NAVD 88 ORTHO HEIGHT -     3.256 (meters)       10.68  (feet) ADJUSTED
 AM6974  ______________________________________________________________________
 AM6974  GEOID HEIGHT    -        -34.450 (meters)                     GEOID18
 AM6974  DYNAMIC HEIGHT  -          3.254 (meters)       10.68  (feet) COMP
 AM6974  MODELED GRAVITY -    980,104.7   (mgal)                       NAVD 88
 AM6974
 AM6974  VERT ORDER      -  FIRST     CLASS II
 AM6974
 AM6974.The horizontal coordinates were determined by differentially corrected
 AM6974.hand held GPS observations or other comparable positioning techniques
 AM6974.and have an estimated accuracy of +/- 3 meters.
 AM6974
 AM6974.The orthometric height was determined by differential leveling and
 AM6974.adjusted by the NATIONAL GEODETIC SURVEY
 AM6974.in March 2005.
 AM6974
 AM6974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6974.GEOID18 height accuracy estimate available here.
 AM6974
 AM6974.Click photographs - Photos may exist for this station.
 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       -    53,630.4     142,654.1     MT  (+/- 3 meters HH1 GPS) 
 AM6974
 AM6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3575851974(NAD 83)
 AM6974
 AM6974                          SUPERSEDED SURVEY CONTROL
 AM6974
 AM6974.No superseded survey control is available for this station.
 AM6974
 AM6974_MARKER: DD = SURVEY DISK
 AM6974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM6974_SP_SET: BRIDGE SIDEWALK
 AM6974_STAMPING: 1 M 1 2000
 AM6974_MARK LOGO: NJGS
 AM6974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6974+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2018
 AM6974
 AM6974  HISTORY     - Date     Condition        Report By
 AM6974  HISTORY     - 2000     MONUMENTED       NJGS
 AM6974  HISTORY     - 20110919 GOOD             INDIV
 AM6974  HISTORY     - 20170814 GOOD             NJGS
 AM6974  HISTORY     - 20180424 GOOD             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.
 AM6974
 AM6974                          STATION RECOVERY (2011)
 AM6974
 AM6974'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 AM6974'RECOVERED IN GOOD CONDITION.
 AM6974
 AM6974                          STATION RECOVERY (2017)
 AM6974
 AM6974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AM6974'RECOVERED AS DESCRIBED.
 AM6974
 AM6974                          STATION RECOVERY (2018)
 AM6974
 AM6974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AM6974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8265 ***********************************************************************
 DN8265  DESIGNATION -  1 M 2
 DN8265  PID         -  DN8265
 DN8265  STATE/COUNTY-  NJ/ATLANTIC
 DN8265  COUNTRY     -  US
 DN8265  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8265
 DN8265                         *CURRENT SURVEY CONTROL
 DN8265  ______________________________________________________________________
 DN8265* NAD 83(1986) POSITION- 39 28 26.60   (N) 074 31 37.93   (W)   HD_HELD1
 DN8265* NAVD 88 ORTHO HEIGHT -    17.117 (meters)       56.16  (feet) ADJUSTED
 DN8265  ______________________________________________________________________
 DN8265  GEOID HEIGHT    -        -33.828 (meters)                     GEOID18
 DN8265  DYNAMIC HEIGHT  -         17.109 (meters)       56.13  (feet) COMP
 DN8265  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 DN8265
 DN8265  VERT ORDER      -  FIRST     CLASS II
 DN8265
 DN8265.The horizontal coordinates were determined by differentially corrected
 DN8265.hand held GPS observations or other comparable positioning techniques
 DN8265.and have an estimated accuracy of +/- 3 meters.
 DN8265
 DN8265.The orthometric height was determined by differential leveling and
 DN8265.adjusted by the NATIONAL GEODETIC SURVEY
 DN8265.in April 2013.
 DN8265
 DN8265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8265.GEOID18 height accuracy estimate available here.
 DN8265
 DN8265.Click photographs - Photos may exist for this station.
 DN8265
 DN8265.The dynamic height is computed by dividing the NAVD 88
 DN8265.geopotential number by the normal gravity value computed on the
 DN8265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8265.degrees latitude (g = 980.6199 gals.).
 DN8265
 DN8265.The modeled gravity was interpolated from observed gravity values.
 DN8265
 DN8265;                    North         East    Units  Estimated Accuracy
 DN8265;SPC NJ       -    71,125.2     147,659.6     MT  (+/- 3 meters HH1 GPS) 
 DN8265
 DN8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4066569491(NAD 83)
 DN8265
 DN8265                          SUPERSEDED SURVEY CONTROL
 DN8265
 DN8265.No superseded survey control is available for this station.
 DN8265
 DN8265_MARKER: DD = SURVEY DISK
 DN8265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8265_SP_SET: CULVERT HEADWALL
 DN8265_STAMPING: 1 M 2 2010
 DN8265_MARK LOGO: NJGS
 DN8265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8265+STABILITY: SURFACE MOTION
 DN8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8265+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2018
 DN8265
 DN8265  HISTORY     - Date     Condition        Report By
 DN8265  HISTORY     - 20100507 MONUMENTED       NJGS
 DN8265  HISTORY     - 20180525 GOOD             NJGS
 DN8265
 DN8265                          STATION DESCRIPTION
 DN8265
 DN8265'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8265'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTH SIDE OF JIM
 DN8265'LEEDS ROAD (COUNTY ROAD 561) AT THE WEST SIDE AT THE TOE OF THE SLOPE
 DN8265'OF THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY BRIDGE SPANNING
 DN8265'JIM LEEDS ROAD.
 DN8265'
 DN8265'TO REACH THE STATION FROM THE INTERSECTION OF THE BRIDGE CARRYING THE
 DN8265'NORTHBOUND LANES OF THE GARDEN STATE PARKWAY OVER JIM LEEDS ROAD,
 DN8265'COUNTY ROAD 561, GO ABOUT 30 M (98.4 FT) WEST ON JIM LEEDS ROAD TO THE
 DN8265'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF A SMALL
 DN8265'CONCRETE CULVERT HEAD WALL FOR A DETENTION BASIN AT THE JUNCTION OF
 DN8265'THE PAVED ROAD LEADING TO THE ATLANTIC CITY REST STOP ON THE GARDEN
 DN8265'STATE PARKWAY.
 DN8265'
 DN8265'THE STATION IS 85 FT (25.9 M) SOUTH FROM WOOD UTILITY POLE NUMBER
 DN8265'P55358, 30 FT (9.1 M) EAST NORTHEAST FROM THE NORTHEAST CORNER OF AN
 DN8265'INLET, 76 FT (23.2 M) EAST FROM THE CENTER LINE OF THE PAVED ROAD
 DN8265'LEADING TO THE GARDEN STATE PARKWAY REST STOP AND 109.5 FT (33.4 M)
 DN8265'SOUTH FROM THE CENTER LINE OF JIM LEEDS ROAD.
 DN8265
 DN8265                          STATION RECOVERY (2018)
 DN8265
 DN8265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DN8265'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTH SIDE OF
 DN8265'JIMMIE LEEDS ROAD (COUNTY ROAD 561) AT THE FOOT OF THE WEST SLOPE TO
 DN8265'NORTHBOUND GARDEN STATE PARKWAY.
 DN8265'
 DN8265'THE STATION IS NOW ABOUT 2 INCHES (5 CM) BELOW THE SURFACE ON TOP OF A
 DN8265'SMALL CONCRETE CULVERT HEADWALL.
 DN8265'
 DN8265'NOTE-THE SURROUNDING LANDSCAPE HAS CHANGED AND THE NEW RECOVERY TIES
 DN8265'IS AS FOLLOWS.
 DN8265'
 DN8265'THE STATION IS 33.3 M (109.3 FT) EAST-NORTHEAST OF PAVED DRIVEWAY TO
 DN8265'STATE POLICE BUILDING, 21.1 M (69.2 FT) EAST-SOUTHEAST OF NORTHEAST
 DN8265'DRAINAGE INLET, 19.2 M (63.0 FT) SOUTH OF LED LIGHT POLE ON JIMMIE
 DN8265'LEEDS ROAD, 14.5 M (47.6 FT) SOUTH-SOUTHWEST OF SOUTHEAST WING WALL TO
 DN8265'JIMMIE LEEDS ROAD UNDERPASS OF GARDEN STATE PARKWAY NORTHBOUND, 12.6 M
 DN8265'(41.3 FT) WEST-NORTHWEST OF THE TOP OF SLOPE OF THE NORTHBOUND GSP
 DN8265'ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8294 ***********************************************************************
 DN8294  DESIGNATION -  1 M 3
 DN8294  PID         -  DN8294
 DN8294  STATE/COUNTY-  NJ/ATLANTIC
 DN8294  COUNTRY     -  US
 DN8294  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8294
 DN8294                         *CURRENT SURVEY CONTROL
 DN8294  ______________________________________________________________________
 DN8294* NAD 83(1986) POSITION- 39 28 47.     (N) 074 33 43.     (W)   SCALED
 DN8294* NAVD 88 ORTHO HEIGHT -    19.112 (meters)       62.70  (feet) ADJUSTED
 DN8294  ______________________________________________________________________
 DN8294  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 DN8294  DYNAMIC HEIGHT  -         19.102 (meters)       62.67  (feet) COMP
 DN8294  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 DN8294
 DN8294  VERT ORDER      -  FIRST     CLASS II
 DN8294
 DN8294.The horizontal coordinates were scaled from a map and have
 DN8294.an estimated accuracy of +/- 6 seconds.
 DN8294
 DN8294.The orthometric height was determined by differential leveling and
 DN8294.adjusted by the NATIONAL GEODETIC SURVEY
 DN8294.in April 2013.
 DN8294
 DN8294.No vertical observational check was made to the station.
 DN8294
 DN8294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8294.GEOID18 height accuracy estimate available here.
 DN8294
 DN8294.Click photographs - Photos may exist for this station.
 DN8294
 DN8294.The dynamic height is computed by dividing the NAVD 88
 DN8294.geopotential number by the normal gravity value computed on the
 DN8294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8294.degrees latitude (g = 980.6199 gals.).
 DN8294
 DN8294.The modeled gravity was interpolated from observed gravity values.
 DN8294
 DN8294;                    North         East    Units  Estimated Accuracy
 DN8294;SPC NJ       -    71,760.      144,670.      MT  (+/- 180 meters Scaled)
 DN8294
 DN8294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ376701(NAD 83)
 DN8294
 DN8294                          SUPERSEDED SURVEY CONTROL
 DN8294
 DN8294.No superseded survey control is available for this station.
 DN8294
 DN8294_MARKER: DD = SURVEY DISK
 DN8294_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8294_SP_SET: UTILITY BOX FOUNDATION
 DN8294_STAMPING: 1 M 3 2010
 DN8294_MARK LOGO: NJGS
 DN8294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8294+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2010
 DN8294
 DN8294  HISTORY     - Date     Condition        Report By
 DN8294  HISTORY     - 20100513 MONUMENTED       NJGS
 DN8294
 DN8294                          STATION DESCRIPTION
 DN8294
 DN8294'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8294'THE STATION IS LOCATED ON GALLOWAY TOWNSHIP ON THE SOUTH SIDE OF JIM
 DN8294'LEEDS ROAD (COUNTY ROAD 633).
 DN8294'
 DN8294'TO REACH THE STATION FROM THE SKEWED INTERSECTION OF JIM LEEDS ROAD,
 DN8294'COUNTY ROAD 633 AND WEST DUERER STREET, COUNTY ROAD 561, GO
 DN8294'WEST-NORTHWEST ON JIM LEEDS ROAD FOR 0.60 MI (1.0 KM) TO THE STATION
 DN8294'ON THE LEFT, SET FLUSH IN A DRILL HOLE IN AN ELECTRICAL UTILITY BOX
 DN8294'FOUNDATION, JUST BEFORE THE PAVED ENTRANCE DRIVE LEADING TO THE ROYAL
 DN8294'SUITES HEALTHCARE REHABILITATION FACILITY.    THE STATION IS 39.2 FT
 DN8294'(11.9 M) SOUTHWEST FROM THE CENTER LINE OF JIM LEEDS ROAD, 13.4 FT
 DN8294'(4.1 M) SOUTHWEST FROM WOOD UTILITY POLE NUMBER 76387 33686, 168.8 FT
 DN8294'(51.5 M) NORTH FROM THE NORTHEAST CORNER OF BUILDING NUMBER 214 AND
 DN8294'165.4 FT (50.4 M) EAST-SOUTHEAST FROM THE CENTER LINE OF THE PAVED
 DN8294'ENTRANCE DRIVE LEADING TO THE ROYAL SUITES HEALTHCARE REHABILITATION
 DN8294'FACILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7315 ***********************************************************************
 DQ7315  DESIGNATION -  1 M 4
 DQ7315  PID         -  DQ7315
 DQ7315  STATE/COUNTY-  NJ/ATLANTIC
 DQ7315  COUNTRY     -  US
 DQ7315  USGS QUAD   -  OCEAN CITY (2019)
 DQ7315
 DQ7315                         *CURRENT SURVEY CONTROL
 DQ7315  ______________________________________________________________________
 DQ7315* NAD 83(1986) POSITION- 39 18 43.41   (N) 074 36 46.02   (W)   HD_HELD1
 DQ7315* NAVD 88 ORTHO HEIGHT -     2.212 (meters)        7.26  (feet) ADJUSTED
 DQ7315  ______________________________________________________________________
 DQ7315  GEOID HEIGHT    -        -34.443 (meters)                     GEOID18
 DQ7315  DYNAMIC HEIGHT  -          2.211 (meters)        7.25  (feet) COMP
 DQ7315  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 DQ7315
 DQ7315  VERT ORDER      -  FIRST     CLASS II
 DQ7315
 DQ7315.The horizontal coordinates were determined by differentially corrected
 DQ7315.hand held GPS observations or other comparable positioning techniques
 DQ7315.and have an estimated accuracy of +/- 3 meters.
 DQ7315
 DQ7315.The orthometric height was determined by differential leveling and
 DQ7315.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7315.in June 2018.
 DQ7315
 DQ7315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7315.GEOID18 height accuracy estimate available here.
 DQ7315
 DQ7315.Click photographs - Photos may exist for this station.
 DQ7315
 DQ7315.The dynamic height is computed by dividing the NAVD 88
 DQ7315.geopotential number by the normal gravity value computed on the
 DQ7315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7315.degrees latitude (g = 980.6199 gals.).
 DQ7315
 DQ7315.The modeled gravity was interpolated from observed gravity values.
 DQ7315
 DQ7315;                    North         East    Units  Estimated Accuracy
 DQ7315;SPC NJ       -    53,147.3     140,274.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7315
 DQ7315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3338251478(NAD 83)
 DQ7315
 DQ7315                          SUPERSEDED SURVEY CONTROL
 DQ7315
 DQ7315.No superseded survey control is available for this station.
 DQ7315
 DQ7315_MARKER: DD = SURVEY DISK
 DQ7315_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ7315+WITH SETTING: PAVEMENT
 DQ7315_SP_SET: TRAFFIC SIGNAL BASE
 DQ7315_STAMPING: 1 M 4 2017
 DQ7315_MARK LOGO: NJGS
 DQ7315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7315+STABILITY: SURFACE MOTION
 DQ7315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7315+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7315
 DQ7315  HISTORY     - Date     Condition        Report By
 DQ7315  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7315
 DQ7315                          STATION DESCRIPTION
 DQ7315
 DQ7315'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7315'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF
 DQ7315'PLEASANTVILLE, 3.6 MI (5.8 KM) NORTH-NORTHEAST OF MARMORA AND 3.1 MI
 DQ7315'(5.0 KM) NORTHWEST OF OCEAN CITY, IN SOMERS POINT.
 DQ7315'
 DQ7315'THE STATION IS SET IN THE TRAFFIC SIGNAL BASE ON THE SOUTH-SOUTHEAST
 DQ7315'CORNER OF U.S. ROUTE 9 (NEW ROAD) AND SOMERS POINT-MAYS LANDING ROAD
 DQ7315'(COUNTY ROUTE 559).
 DQ7315'
 DQ7315'THE STATION IS 33 FT (10.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DQ7315'SOMERS POINT MAYS LANDING ROAD, 39.3 FT (12.0 M) EAST OF THE
 DQ7315'CENTERLINE OF U.S. HIGHWAY 9, 7.9 FT (2.4 M) SOUTHWEST OF ELECTRIC
 DQ7315'POLE NUMBER 01978 AND 8.7 FT (2.7 M) SOUTH FROM THE CURB OF THE
 DQ7315'INTERSECTION OF U.S. ROUTE 9 (NEW ROAD) AND SOMERS POINT-MAYS LANDING
 DQ7315'ROAD (COUNTY ROUTE 559).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8269 ***********************************************************************
 DQ8269  DESIGNATION -  1 M 5
 DQ8269  PID         -  DQ8269
 DQ8269  STATE/COUNTY-  NJ/ATLANTIC
 DQ8269  COUNTRY     -  US
 DQ8269  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8269
 DQ8269                         *CURRENT SURVEY CONTROL
 DQ8269  ______________________________________________________________________
 DQ8269* NAD 83(1986) POSITION- 39 22 14.07   (N) 074 25 51.27   (W)   HD_HELD1
 DQ8269* NAVD 88 ORTHO HEIGHT -     1.738 (meters)        5.70  (feet) ADJUSTED
 DQ8269  ______________________________________________________________________
 DQ8269  GEOID HEIGHT    -        -34.384 (meters)                     GEOID18
 DQ8269  DYNAMIC HEIGHT  -          1.737 (meters)        5.70  (feet) COMP
 DQ8269  MODELED GRAVITY -    980,108.1   (mgal)                       NAVD 88
 DQ8269
 DQ8269  VERT ORDER      -  FIRST     CLASS II
 DQ8269
 DQ8269.The horizontal coordinates were determined by differentially corrected
 DQ8269.hand held GPS observations or other comparable positioning techniques
 DQ8269.and have an estimated accuracy of +/- 3 meters.
 DQ8269
 DQ8269.The orthometric height was determined by differential leveling and
 DQ8269.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8269.in August 2018.
 DQ8269
 DQ8269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8269.GEOID18 height accuracy estimate available here.
 DQ8269
 DQ8269.Click photographs - Photos may exist for this station.
 DQ8269
 DQ8269.The dynamic height is computed by dividing the NAVD 88
 DQ8269.geopotential number by the normal gravity value computed on the
 DQ8269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8269.degrees latitude (g = 980.6199 gals.).
 DQ8269
 DQ8269.The modeled gravity was interpolated from observed gravity values.
 DQ8269
 DQ8269;                    North         East    Units  Estimated Accuracy
 DQ8269;SPC NJ       -    59,639.5     155,953.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8269
 DQ8269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4902058055(NAD 83)
 DQ8269
 DQ8269                          SUPERSEDED SURVEY CONTROL
 DQ8269
 DQ8269.No superseded survey control is available for this station.
 DQ8269
 DQ8269_MARKER: DD = SURVEY DISK
 DQ8269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8269_SP_SET: TRAFFIC SIGNAL BASE
 DQ8269_STAMPING: 1 M 5 2017
 DQ8269_MARK LOGO: NJGS
 DQ8269_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8269+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2017
 DQ8269
 DQ8269  HISTORY     - Date     Condition        Report By
 DQ8269  HISTORY     - 20170605 MONUMENTED       NJGS
 DQ8269  HISTORY     - 20210520 GOOD             NJGS
 DQ8269
 DQ8269                          STATION DESCRIPTION
 DQ8269
 DQ8269'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8269'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-SOUTHEAST OF
 DQ8269'PLEASANTVILLE, 4.5 MI (7.2 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC
 DQ8269'CITY, NJ.
 DQ8269'
 DQ8269'IN ATLANTIC CITY, AT THE SOUTHWEST CORNER OF THE JUNCTION OF NORTH
 DQ8269'CAROLINA AVENUE AND U.S. HIGHWAY 30 (ABSECON BOULEVARD).SET IN A DRILL
 DQ8269'HOLE IN THE NORTHWEST CORNER OF A 3 FT (0.9 M) SQUARE TRAFFIC SIGNAL
 DQ8269'BASE.
 DQ8269'
 DQ8269'THE STATION IS 10.1 FT (3.1 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CURB
 DQ8269'OF U.S. HIGHWAY 30 (ABSECON BOULEVARD), 50.7 FT (15.5 M)
 DQ8269'WEST-NORTHWEST OF THE WEST CURB EXTENDED OF NORTH CAROLINA AVENUE,
 DQ8269'21.5 FT (6.6 M) NORTH-NORTHEAST OF THE NORTH EDGE OF THE SIDEWALK, 39
 DQ8269'FT (11.9 M) EAST-SOUTHEAST OF THE CENTER OF AN INLET CURB PIECE AND 2
 DQ8269'FT (0.6 M) NORTHWEST OF THE SIGNAL MAST.
 DQ8269
 DQ8269                          STATION RECOVERY (2021)
 DQ8269
 DQ8269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DQ8269'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8294 ***********************************************************************
 DQ8294  DESIGNATION -  1 M 6
 DQ8294  PID         -  DQ8294
 DQ8294  STATE/COUNTY-  NJ/ATLANTIC
 DQ8294  COUNTRY     -  US
 DQ8294  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8294
 DQ8294                         *CURRENT SURVEY CONTROL
 DQ8294  ______________________________________________________________________
 DQ8294* NAD 83(1986) POSITION- 39 23 18.43   (N) 074 31 11.14   (W)   HD_HELD1
 DQ8294* NAVD 88 ORTHO HEIGHT -     2.592 (meters)        8.50  (feet) ADJUSTED
 DQ8294  ______________________________________________________________________
 DQ8294  GEOID HEIGHT    -        -34.199 (meters)                     GEOID18
 DQ8294  DYNAMIC HEIGHT  -          2.591 (meters)        8.50  (feet) COMP
 DQ8294  MODELED GRAVITY -    980,113.8   (mgal)                       NAVD 88
 DQ8294
 DQ8294  VERT ORDER      -  FIRST     CLASS II
 DQ8294
 DQ8294.The horizontal coordinates were determined by differentially corrected
 DQ8294.hand held GPS observations or other comparable positioning techniques
 DQ8294.and have an estimated accuracy of +/- 3 meters.
 DQ8294
 DQ8294.The orthometric height was determined by differential leveling and
 DQ8294.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8294.in August 2018.
 DQ8294
 DQ8294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8294.GEOID18 height accuracy estimate available here.
 DQ8294
 DQ8294.Click photographs - Photos may exist for this station.
 DQ8294
 DQ8294.The dynamic height is computed by dividing the NAVD 88
 DQ8294.geopotential number by the normal gravity value computed on the
 DQ8294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8294.degrees latitude (g = 980.6199 gals.).
 DQ8294
 DQ8294.The modeled gravity was interpolated from observed gravity values.
 DQ8294
 DQ8294;                    North         East    Units  Estimated Accuracy
 DQ8294;SPC NJ       -    61,622.1     148,297.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8294
 DQ8294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4135659995(NAD 83)
 DQ8294
 DQ8294                          SUPERSEDED SURVEY CONTROL
 DQ8294
 DQ8294.No superseded survey control is available for this station.
 DQ8294
 DQ8294_MARKER: DD = SURVEY DISK
 DQ8294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8294_STAMPING: 1 M 6 2017
 DQ8294_MARK LOGO: NJDT
 DQ8294_PROJECTION: FLUSH
 DQ8294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8294+STABILITY: SURFACE MOTION
 DQ8294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8294+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 DQ8294
 DQ8294  HISTORY     - Date     Condition        Report By
 DQ8294  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8294  HISTORY     - 20170523 GOOD             NJGS
 DQ8294
 DQ8294                          STATION DESCRIPTION
 DQ8294
 DQ8294'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8294'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DQ8294'OCEANVILLE, 4.0 MI (6.4 KM) WEST-NORTHWEST OF ATLANTIC CITY, IN
 DQ8294'PLEASANTVILLE.
 DQ8294'
 DQ8294'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND U.S. HIGHWAYS
 DQ8294'40/322, GO ABOUT 0.65 MI (1.05 KM) EAST-SOUTHEAST ON U.S. HIGHWAYS
 DQ8294'40/322 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY AND IS FLUSH IN
 DQ8294'THE SIDEWALK.
 DQ8294'
 DQ8294'IT IS 2.4 FT (0.7 M) NORTHEAST OF THE NORTH CURB OF U.S. HIGHWAY
 DQ8294'40/322 WESTBOUND, 71.2 SE OF THE CENTERLINE OF CHESTER AVENUE, 179 FT
 DQ8294'(54.6 M) WEST-NORTHWEST OF THE CENTERLINE OF HAMPDEN COURT, 58 FT
 DQ8294'(17.7 M) NORTHWEST OF POLE NUMBER P2245 AND 39.6 FT (12.1 M) SOUTHWEST
 DQ8294'OF THE SOUTHEAST CORNER OF HOUSE NUMBER 200 (2-STORY).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7217 ***********************************************************************
 DR7217  DESIGNATION -  1 M 7
 DR7217  PID         -  DR7217
 DR7217  STATE/COUNTY-  NJ/ATLANTIC
 DR7217  COUNTRY     -  US
 DR7217  USGS QUAD   -  OCEANVILLE (2019)
 DR7217
 DR7217                         *CURRENT SURVEY CONTROL
 DR7217  ______________________________________________________________________
 DR7217* NAD 83(1986) POSITION- 39 23 39.75   (N) 074 23 52.45   (W)   HD_HELD1
 DR7217* NAVD 88 ORTHO HEIGHT -     1.776 (meters)        5.83  (feet) ADJUSTED
 DR7217  ______________________________________________________________________
 DR7217  GEOID HEIGHT    -        -34.320 (meters)                     GEOID18
 DR7217  DYNAMIC HEIGHT  -          1.775 (meters)        5.82  (feet) COMP
 DR7217  MODELED GRAVITY -    980,112.4   (mgal)                       NAVD 88
 DR7217
 DR7217  VERT ORDER      -  FIRST     CLASS II
 DR7217
 DR7217.The horizontal coordinates were determined by differentially corrected
 DR7217.hand held GPS observations or other comparable positioning techniques
 DR7217.and have an estimated accuracy of +/- 3 meters.
 DR7217
 DR7217.The orthometric height was determined by differential leveling and
 DR7217.adjusted by the NATIONAL GEODETIC SURVEY
 DR7217.in March 2022.
 DR7217
 DR7217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7217.GEOID18 height accuracy estimate available here.
 DR7217
 DR7217.Click photographs - Photos may exist for this station.
 DR7217
 DR7217.The dynamic height is computed by dividing the NAVD 88
 DR7217.geopotential number by the normal gravity value computed on the
 DR7217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7217.degrees latitude (g = 980.6199 gals.).
 DR7217
 DR7217.The modeled gravity was interpolated from observed gravity values.
 DR7217
 DR7217;                    North         East    Units  Estimated Accuracy
 DR7217;SPC NJ       -    62,284.3     158,794.1     MT  (+/- 3 meters HH1 GPS) 
 DR7217
 DR7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5184660715(NAD 83)
 DR7217
 DR7217                          SUPERSEDED SURVEY CONTROL
 DR7217
 DR7217.No superseded survey control is available for this station.
 DR7217
 DR7217_MARKER: DD = SURVEY DISK
 DR7217_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7217+WITH SETTING: PAVEMENT
 DR7217_SP_SET: TRAFFIC SIGNAL BASE
 DR7217_STAMPING: 1 M 7 2021
 DR7217_MARK LOGO: NJGS
 DR7217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7217+STABILITY: SURFACE MOTION
 DR7217
 DR7217  HISTORY     - Date     Condition        Report By
 DR7217  HISTORY     - 20210525 MONUMENTED       NJGS
 DR7217
 DR7217                          STATION DESCRIPTION
 DR7217
 DR7217'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7217'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF
 DR7217'OCEANVILLE, 2.5 MI (4.0 KM) NORTH-NORTHEAST OF ATLANTIC CITY AND 2.1
 DR7217'MI (3.4 KM) WEST-SOUTHWEST OF BRIGANTINE IN BRIGANTINE CITY, NJ.
 DR7217'
 DR7217'TO REACH THE STATION FROM THE INTERSECTION OF BRIGANTINE BOULEVARD
 DR7217'(ROUTE 87) AND HARBOR BEACH BOULEVARD GO 95.15 FT (29.0 M) SOUTHEAST
 DR7217'THE STATION ON THE LEFT AT THE TRAFFIC LIGHT BASE.
 DR7217'
 DR7217'THE STATION IS 15.25 FT (4.6 M) SOUTHWEST OF POLE# A 2657, 13.33 FT
 DR7217'(4.1 M) SOUTHWEST OF A FIRE HYDRANT, 7.91 FT (2.4 M) NORTH OF THE
 DR7217'NORTHWEST CORNER OF AN ELECTRICAL BOX AND 1.41 FT (0.4 M) NORTH OF A
 DR7217'MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6975 ***********************************************************************
 AM6975  DESIGNATION -  1 N 1
 AM6975  PID         -  AM6975
 AM6975  STATE/COUNTY-  NJ/ATLANTIC
 AM6975  COUNTRY     -  US
 AM6975  USGS QUAD   -  OCEAN CITY (2019)
 AM6975
 AM6975                         *CURRENT SURVEY CONTROL
 AM6975  ______________________________________________________________________
 AM6975* NAD 83(1986) POSITION- 39 18 50.8    (N) 074 34 16.2    (W)   HD_HELD2
 AM6975* NAVD 88 ORTHO HEIGHT -     3.057 (meters)       10.03  (feet) ADJUSTED
 AM6975  ______________________________________________________________________
 AM6975  GEOID HEIGHT    -        -34.475 (meters)                     GEOID18
 AM6975  DYNAMIC HEIGHT  -          3.056 (meters)       10.03  (feet) COMP
 AM6975  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 AM6975
 AM6975  VERT ORDER      -  FIRST     CLASS II
 AM6975
 AM6975.The horizontal coordinates were established by autonomous hand held GPS
 AM6975.observations and have an estimated accuracy of +/- 10 meters.
 AM6975
 AM6975.The orthometric height was determined by differential leveling and
 AM6975.adjusted by the NATIONAL GEODETIC SURVEY
 AM6975.in March 2005.
 AM6975
 AM6975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6975.GEOID18 height accuracy estimate available here.
 AM6975
 AM6975.Click photographs - Photos may exist for this station.
 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       -    53,372.      143,863.      MT  (+/- 10 meters HH2 GPS)
 AM6975
 AM6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3696851722(NAD 83)
 AM6975
 AM6975                          SUPERSEDED SURVEY CONTROL
 AM6975
 AM6975.No superseded survey control is available for this station.
 AM6975
 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 - November 09, 2011
 AM6975
 AM6975  HISTORY     - Date     Condition        Report By
 AM6975  HISTORY     - 2000     MONUMENTED       NJGS
 AM6975  HISTORY     - 20111109 GOOD             INDIV
 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.
 AM6975
 AM6975                          STATION RECOVERY (2011)
 AM6975
 AM6975'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 AM6975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8266 ***********************************************************************
 DN8266  DESIGNATION -  1 N 2
 DN8266  PID         -  DN8266
 DN8266  STATE/COUNTY-  NJ/ATLANTIC
 DN8266  COUNTRY     -  US
 DN8266  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8266
 DN8266                         *CURRENT SURVEY CONTROL
 DN8266  ______________________________________________________________________
 DN8266* NAD 83(1986) POSITION- 39 28 21.94   (N) 074 31 04.32   (W)   HD_HELD1
 DN8266* NAVD 88 ORTHO HEIGHT -    19.129 (meters)       62.76  (feet) ADJUSTED
 DN8266  ______________________________________________________________________
 DN8266  GEOID HEIGHT    -        -33.836 (meters)                     GEOID18
 DN8266  DYNAMIC HEIGHT  -         19.119 (meters)       62.73  (feet) COMP
 DN8266  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 DN8266
 DN8266  VERT ORDER      -  FIRST     CLASS II
 DN8266
 DN8266.The horizontal coordinates were determined by differentially corrected
 DN8266.hand held GPS observations or other comparable positioning techniques
 DN8266.and have an estimated accuracy of +/- 3 meters.
 DN8266
 DN8266.The orthometric height was determined by differential leveling and
 DN8266.adjusted by the NATIONAL GEODETIC SURVEY
 DN8266.in April 2013.
 DN8266
 DN8266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8266.GEOID18 height accuracy estimate available here.
 DN8266
 DN8266.Click photographs - Photos may exist for this station.
 DN8266
 DN8266.The dynamic height is computed by dividing the NAVD 88
 DN8266.geopotential number by the normal gravity value computed on the
 DN8266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8266.degrees latitude (g = 980.6199 gals.).
 DN8266
 DN8266.The modeled gravity was interpolated from observed gravity values.
 DN8266
 DN8266;                    North         East    Units  Estimated Accuracy
 DN8266;SPC NJ       -    70,981.3     148,462.8     MT  (+/- 3 meters HH1 GPS) 
 DN8266
 DN8266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4146969352(NAD 83)
 DN8266
 DN8266                          SUPERSEDED SURVEY CONTROL
 DN8266
 DN8266.No superseded survey control is available for this station.
 DN8266
 DN8266_MARKER: DD = SURVEY DISK
 DN8266_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8266_SP_SET: CURB
 DN8266_STAMPING: 1 N 2 2010
 DN8266_MARK LOGO: NJGS
 DN8266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8266+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 DN8266
 DN8266  HISTORY     - Date     Condition        Report By
 DN8266  HISTORY     - 20100507 MONUMENTED       NJGS
 DN8266
 DN8266                          STATION DESCRIPTION
 DN8266
 DN8266'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8266'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTHWEST SIDE OF
 DN8266'JIM LEEDS ROAD (COUNTY ROAD 561) AT THE JUNCTION WITH FIRST AVENUE.
 DN8266'
 DN8266'TO REACH THE STATION FROM THE INTERSECTION OF THE BRIDGE CARRYING THE
 DN8266'NORTHBOUND LANES OF THE GARDEN STATE PARKWAY OVER JIM LEEDS ROAD, GO
 DN8266'EAST ON JIM LEEDS ROAD FOR 0.51 MI (0.8 KM) TO THE STATION ON THE
 DN8266'RIGHT, SET FLUSH IN A DRILL HOLE IN A CURB AT THE SOUTHEAST CORNER OF
 DN8266'THE TEE JUNCTION OF JIM LEEDS ROAD AND FIRST AVENUE.
 DN8266'
 DN8266'THE STATION IS 42.6 FT (13.0 M) SOUTHEAST FROM WOOD UTILITY POLE
 DN8266'NUMBER 5351, 50.6 FT (15.4 M) SOUTHWEST FROM THE CENTER LINE OF JIM
 DN8266'LEEDS ROAD AND 19.0 FT (5.8 M) NORTHWEST FROM THE CENTER LINE OF FIRST
 DN8266'AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8293 ***********************************************************************
 DN8293  DESIGNATION -  1 N 3
 DN8293  PID         -  DN8293
 DN8293  STATE/COUNTY-  NJ/ATLANTIC
 DN8293  COUNTRY     -  US
 DN8293  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8293
 DN8293                         *CURRENT SURVEY CONTROL
 DN8293  ______________________________________________________________________
 DN8293* NAD 83(1986) POSITION- 39 28 51.     (N) 074 34 12.     (W)   SCALED
 DN8293* NAVD 88 ORTHO HEIGHT -    18.449 (meters)       60.53  (feet) ADJUSTED
 DN8293  ______________________________________________________________________
 DN8293  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 DN8293  DYNAMIC HEIGHT  -         18.439 (meters)       60.50  (feet) COMP
 DN8293  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 DN8293
 DN8293  VERT ORDER      -  FIRST     CLASS II
 DN8293
 DN8293.The horizontal coordinates were scaled from a map and have
 DN8293.an estimated accuracy of +/- 6 seconds.
 DN8293
 DN8293.The orthometric height was determined by differential leveling and
 DN8293.adjusted by the NATIONAL GEODETIC SURVEY
 DN8293.in April 2013.
 DN8293
 DN8293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8293.GEOID18 height accuracy estimate available here.
 DN8293
 DN8293.Click photographs - Photos may exist for this station.
 DN8293
 DN8293.The dynamic height is computed by dividing the NAVD 88
 DN8293.geopotential number by the normal gravity value computed on the
 DN8293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8293.degrees latitude (g = 980.6199 gals.).
 DN8293
 DN8293.The modeled gravity was interpolated from observed gravity values.
 DN8293
 DN8293;                    North         East    Units  Estimated Accuracy
 DN8293;SPC NJ       -    71,880.      143,980.      MT  (+/- 180 meters Scaled)
 DN8293
 DN8293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ369702(NAD 83)
 DN8293
 DN8293                          SUPERSEDED SURVEY CONTROL
 DN8293
 DN8293.No superseded survey control is available for this station.
 DN8293
 DN8293_MARKER: DD = SURVEY DISK
 DN8293_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8293_SP_SET: UTILITY BOX FOUNDATION
 DN8293_STAMPING: 1 N 3 2010
 DN8293_MARK LOGO: NJGS
 DN8293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8293+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2010
 DN8293
 DN8293  HISTORY     - Date     Condition        Report By
 DN8293  HISTORY     - 20100513 MONUMENTED       NJGS
 DN8293
 DN8293                          STATION DESCRIPTION
 DN8293
 DN8293'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8293'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP AT THE SOUTHWEST CORNER OF
 DN8293'THE SKEWED CROSSROADS INTERSECTION OF JIM LEEDS ROAD (COUNTY ROAD 633)
 DN8293'AND POMONA ROAD (COUNTY ROAD 575).
 DN8293'
 DN8293'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DN8293'POMONA ROAD (COUNTY ROAD 575), GO NORTHEAST ON POMONA ROAD FOR 0.35 MI
 DN8293'(0.6 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN AN
 DN8293'ELECTRICAL UTILITY BOX FOUNDATION.
 DN8293'
 DN8293'THE STATION IS 33 FT (10.1 M) SOUTHWEST FROM THE CENTER LINE OF JIM
 DN8293'LEEDS ROAD, 52 FT (15.8 M) WEST-NORTHWEST FROM THE CENTER LINE OF
 DN8293'POMONA ROAD, 57 FT (17.4 M) NORTH FROM A WOOD UTILITY POLE WITH NO
 DN8293'NUMBER, 35 FT (10.7 M) NORTH-NORTHWEST FROM A FIRE HYDRANT AND 55 FT
 DN8293'(16.8 M) SOUTH FROM WOOD UTILITY POLE NUMBER 5364.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7316 ***********************************************************************
 DQ7316  DESIGNATION -  1 N 4
 DQ7316  PID         -  DQ7316
 DQ7316  STATE/COUNTY-  NJ/ATLANTIC
 DQ7316  COUNTRY     -  US
 DQ7316  USGS QUAD   -  OCEAN CITY (2019)
 DQ7316
 DQ7316                         *CURRENT SURVEY CONTROL
 DQ7316  ______________________________________________________________________
 DQ7316* NAD 83(1986) POSITION- 39 18 39.64   (N) 074 36 32.16   (W)   HD_HELD1
 DQ7316* NAVD 88 ORTHO HEIGHT -     0.978 (meters)        3.21  (feet) ADJUSTED
 DQ7316  ______________________________________________________________________
 DQ7316  GEOID HEIGHT    -        -34.451 (meters)                     GEOID18
 DQ7316  DYNAMIC HEIGHT  -          0.978 (meters)        3.21  (feet) COMP
 DQ7316  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 DQ7316
 DQ7316  VERT ORDER      -  FIRST     CLASS II
 DQ7316
 DQ7316.The horizontal coordinates were determined by differentially corrected
 DQ7316.hand held GPS observations or other comparable positioning techniques
 DQ7316.and have an estimated accuracy of +/- 3 meters.
 DQ7316
 DQ7316.The orthometric height was determined by differential leveling and
 DQ7316.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7316.in June 2018.
 DQ7316
 DQ7316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7316.GEOID18 height accuracy estimate available here.
 DQ7316
 DQ7316.Click photographs - Photos may exist for this station.
 DQ7316
 DQ7316.The dynamic height is computed by dividing the NAVD 88
 DQ7316.geopotential number by the normal gravity value computed on the
 DQ7316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7316.degrees latitude (g = 980.6199 gals.).
 DQ7316
 DQ7316.The modeled gravity was interpolated from observed gravity values.
 DQ7316
 DQ7316;                    North         East    Units  Estimated Accuracy
 DQ7316;SPC NJ       -    53,030.6     140,605.9     MT  (+/- 3 meters HH1 GPS) 
 DQ7316
 DQ7316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3371451363(NAD 83)
 DQ7316
 DQ7316                          SUPERSEDED SURVEY CONTROL
 DQ7316
 DQ7316.No superseded survey control is available for this station.
 DQ7316
 DQ7316_MARKER: DD = SURVEY DISK
 DQ7316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ7316_SP_SET: CULVERT
 DQ7316_STAMPING: 1 N 4 2017
 DQ7316_MARK LOGO: NJGS
 DQ7316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7316+STABILITY: SURFACE MOTION
 DQ7316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7316+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7316
 DQ7316  HISTORY     - Date     Condition        Report By
 DQ7316  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7316
 DQ7316                          STATION DESCRIPTION
 DQ7316
 DQ7316'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7316'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF
 DQ7316'PLEASANTVILLE, 3.7 MI (6.0 KM) NORTHEAST OF MARMORA AND 2.6 MI (4.2
 DQ7316'KM) NORTHWEST OF OCEAN CITY, IN SOMERS POINT.
 DQ7316'
 DQ7316'TO REACH FROM THE INTERSECTION OF U.S. ROUTE 9 AND SOMERS POINT-MAYS
 DQ7316'LANDING ROAD (COUNTY ROUTE 559), GO 0.25 MI (0.40 KM) EAST-SOUTHEAST
 DQ7316'ON SOMERS POINT-MAYS LANDING ROAD (COUNTY ROUTE 559) TO THE STATION ON
 DQ7316'THE RIGHT, SET IN A CULVERT ON THE SOUTHWEST SIDE OF SOMERS POINT-MAYS
 DQ7316'LANDING ROAD (COUNTY ROUTE 559).
 DQ7316'
 DQ7316'IT IS 36.1 FT (11.0 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SOMERS
 DQ7316'POINT-MAYS LANDING ROAD (COUNTY ROUTE 559), 76.7 FT (23.4 M)
 DQ7316'WEST-NORTHWEST OF ELECTRIC POLE NUMBER 08210, 75 FT (22.9 M)
 DQ7316'EAST-SOUTHEAST OF ELECTRIC POLE NUMBER 08211.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8270 ***********************************************************************
 DQ8270  DESIGNATION -  1 N 5
 DQ8270  PID         -  DQ8270
 DQ8270  STATE/COUNTY-  NJ/ATLANTIC
 DQ8270  COUNTRY     -  US
 DQ8270  USGS QUAD   -  OCEANVILLE (2019)
 DQ8270
 DQ8270                         *CURRENT SURVEY CONTROL
 DQ8270  ______________________________________________________________________
 DQ8270* NAD 83(1986) POSITION- 39 22 36.48   (N) 074 26 59.99   (W)   HD_HELD1
 DQ8270* NAVD 88 ORTHO HEIGHT -     3.431 (meters)       11.26  (feet) ADJUSTED
 DQ8270  ______________________________________________________________________
 DQ8270  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 DQ8270  DYNAMIC HEIGHT  -          3.429 (meters)       11.25  (feet) COMP
 DQ8270  MODELED GRAVITY -    980,109.9   (mgal)                       NAVD 88
 DQ8270
 DQ8270  VERT ORDER      -  FIRST     CLASS II
 DQ8270
 DQ8270.The horizontal coordinates were determined by differentially corrected
 DQ8270.hand held GPS observations or other comparable positioning techniques
 DQ8270.and have an estimated accuracy of +/- 3 meters.
 DQ8270
 DQ8270.The orthometric height was determined by differential leveling and
 DQ8270.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8270.in August 2018.
 DQ8270
 DQ8270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8270.GEOID18 height accuracy estimate available here.
 DQ8270
 DQ8270.Click photographs - Photos may exist for this station.
 DQ8270
 DQ8270.The dynamic height is computed by dividing the NAVD 88
 DQ8270.geopotential number by the normal gravity value computed on the
 DQ8270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8270.degrees latitude (g = 980.6199 gals.).
 DQ8270
 DQ8270.The modeled gravity was interpolated from observed gravity values.
 DQ8270
 DQ8270;                    North         East    Units  Estimated Accuracy
 DQ8270;SPC NJ       -    60,329.5     154,308.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8270
 DQ8270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4737258736(NAD 83)
 DQ8270
 DQ8270                          SUPERSEDED SURVEY CONTROL
 DQ8270
 DQ8270.No superseded survey control is available for this station.
 DQ8270
 DQ8270_MARKER: DD = SURVEY DISK
 DQ8270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8270_SP_SET: BRIDGE SIDEWALK
 DQ8270_STAMPING: 1 N 5 2017
 DQ8270_MARK LOGO: NJGS
 DQ8270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8270+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8270
 DQ8270  HISTORY     - Date     Condition        Report By
 DQ8270  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8270
 DQ8270                          STATION DESCRIPTION
 DQ8270
 DQ8270'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8270'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST-SOUTHWEST OF
 DQ8270'BRIGANTINE, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF PLEASANTVILLE AND 1.7 MI
 DQ8270'(2.7 KM) WEST-NORTHWEST OF ATLANTIC CITY.
 DQ8270'
 DQ8270'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK ABOVE THE NORTH END
 DQ8270'OF THE EAST ABUTMENT OF THE U.S. HIGHWAY 30 (ABSECON BOULEVARD) BRIDGE
 DQ8270'(STRUCTURE NUMBER 0103151) SPANNING VENICE LAGOON.
 DQ8270'
 DQ8270'THE STATION IS 5.6 FT (1.7 M) NORTHWEST OF THE SOUTHEAST END OF THE
 DQ8270'BRIDGE, 102 FT (31.1 M) SOUTHEAST OF THE CENTER OF THE BRIDGE, 10.8 FT
 DQ8270'(3.3 M) SOUTHEAST OF POLE NUMBER A9528, 5 FT (1.5 M) NORTHEAST OF A
 DQ8270'GUIDE RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8295 ***********************************************************************
 DQ8295  DESIGNATION -  1 N 6
 DQ8295  PID         -  DQ8295
 DQ8295  STATE/COUNTY-  NJ/ATLANTIC
 DQ8295  COUNTRY     -  US
 DQ8295  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8295
 DQ8295                         *CURRENT SURVEY CONTROL
 DQ8295  ______________________________________________________________________
 DQ8295* NAD 83(1986) POSITION- 39 23 27.80   (N) 074 31 35.18   (W)   HD_HELD1
 DQ8295* NAVD 88 ORTHO HEIGHT -     7.526 (meters)       24.69  (feet) ADJUSTED
 DQ8295  ______________________________________________________________________
 DQ8295  GEOID HEIGHT    -        -34.178 (meters)                     GEOID18
 DQ8295  DYNAMIC HEIGHT  -          7.522 (meters)       24.68  (feet) COMP
 DQ8295  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 DQ8295
 DQ8295  VERT ORDER      -  FIRST     CLASS II
 DQ8295
 DQ8295.The horizontal coordinates were determined by differentially corrected
 DQ8295.hand held GPS observations or other comparable positioning techniques
 DQ8295.and have an estimated accuracy of +/- 3 meters.
 DQ8295
 DQ8295.The orthometric height was determined by differential leveling and
 DQ8295.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8295.in August 2018.
 DQ8295
 DQ8295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8295.GEOID18 height accuracy estimate available here.
 DQ8295
 DQ8295.Click photographs - Photos may exist for this station.
 DQ8295
 DQ8295.The dynamic height is computed by dividing the NAVD 88
 DQ8295.geopotential number by the normal gravity value computed on the
 DQ8295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8295.degrees latitude (g = 980.6199 gals.).
 DQ8295
 DQ8295.The modeled gravity was interpolated from observed gravity values.
 DQ8295
 DQ8295;                    North         East    Units  Estimated Accuracy
 DQ8295;SPC NJ       -    61,911.1     147,722.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8295
 DQ8295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4077960280(NAD 83)
 DQ8295
 DQ8295                          SUPERSEDED SURVEY CONTROL
 DQ8295
 DQ8295.No superseded survey control is available for this station.
 DQ8295
 DQ8295_MARKER: DD = SURVEY DISK
 DQ8295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8295_STAMPING: 1 N 6 2017
 DQ8295_MARK LOGO: NJDT
 DQ8295_PROJECTION: RECESSED 20 CENTIMETERS
 DQ8295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8295+STABILITY: SURFACE MOTION
 DQ8295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8295+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 DQ8295
 DQ8295  HISTORY     - Date     Condition        Report By
 DQ8295  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8295  HISTORY     - 20170523 GOOD             NJGS
 DQ8295
 DQ8295                          STATION DESCRIPTION
 DQ8295
 DQ8295'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8295'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DQ8295'OCEANVILLE, 4.0 MI (6.4 KM) WEST-NORTHWEST OF ATLANTIC CITY, IN
 DQ8295'PLEASANTVILLE.
 DQ8295'
 DQ8295'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND U.S. HIGHWAYS
 DQ8295'40/322, GO ABOUT 0.25 MI (0.40 KM) EAST-SOUTHEAST ON U.S. HIGHWAYS
 DQ8295'40/322 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY, IN A MONUMENT
 DQ8295'BOX IN THE SIDEWALK.
 DQ8295'
 DQ8295'IT IS 8.4 FT (2.6 M) NORTH OF THE NORTH CURB OF U.S. HIGHWAY 40/322
 DQ8295'WESTBOUND, 4.8 FT (1.5 M) WEST OF THE SOUTHEAST CORNER OF A RETAINING
 DQ8295'WALL, 14 FT (4.3 M) NORTH OF A INLET, 165 FT (50.3 M) SOUTHEAST OF A
 DQ8295'BICYCLE PATH OVER THE HIGHWAY AND 129 FT (39.3 M) NORTHWEST OF A
 DQ8295'TRAFFIC SIGNAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7238 ***********************************************************************
 DR7238  DESIGNATION -  1 N 7
 DR7238  PID         -  DR7238
 DR7238  STATE/COUNTY-  NJ/ATLANTIC
 DR7238  COUNTRY     -  US
 DR7238  USGS QUAD   -  OCEANVILLE (2019)
 DR7238
 DR7238                         *CURRENT SURVEY CONTROL
 DR7238  ______________________________________________________________________
 DR7238* NAD 83(1986) POSITION- 39 23 40.74   (N) 074 23 53.08   (W)   HD_HELD1
 DR7238* NAVD 88 ORTHO HEIGHT -     1.864 (meters)        6.12  (feet) ADJUSTED
 DR7238  ______________________________________________________________________
 DR7238  GEOID HEIGHT    -        -34.319 (meters)                     GEOID18
 DR7238  DYNAMIC HEIGHT  -          1.863 (meters)        6.11  (feet) COMP
 DR7238  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 DR7238
 DR7238  VERT ORDER      -  FIRST     CLASS II
 DR7238
 DR7238.The horizontal coordinates were determined by differentially corrected
 DR7238.hand held GPS observations or other comparable positioning techniques
 DR7238.and have an estimated accuracy of +/- 3 meters.
 DR7238
 DR7238.The orthometric height was determined by differential leveling and
 DR7238.adjusted by the NATIONAL GEODETIC SURVEY
 DR7238.in March 2022.
 DR7238
 DR7238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7238.GEOID18 height accuracy estimate available here.
 DR7238
 DR7238.Click photographs - Photos may exist for this station.
 DR7238
 DR7238.The dynamic height is computed by dividing the NAVD 88
 DR7238.geopotential number by the normal gravity value computed on the
 DR7238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7238.degrees latitude (g = 980.6199 gals.).
 DR7238
 DR7238.The modeled gravity was interpolated from observed gravity values.
 DR7238
 DR7238;                    North         East    Units  Estimated Accuracy
 DR7238;SPC NJ       -    62,314.8     158,779.0     MT  (+/- 3 meters HH1 GPS) 
 DR7238
 DR7238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5183060745(NAD 83)
 DR7238
 DR7238                          SUPERSEDED SURVEY CONTROL
 DR7238
 DR7238.No superseded survey control is available for this station.
 DR7238
 DR7238_MARKER: DD = SURVEY DISK
 DR7238_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7238_SP_SET: CURB
 DR7238_STAMPING: 1 N 7 2021
 DR7238_MARK LOGO: NJGS
 DR7238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7238+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DR7238
 DR7238  HISTORY     - Date     Condition        Report By
 DR7238  HISTORY     - 20210526 MONUMENTED       NJGS
 DR7238
 DR7238                          STATION DESCRIPTION
 DR7238
 DR7238'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DR7238'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF
 DR7238'OCEANVILLE, 2.5 MI (4.0 KM) NORTH-NORTHEAST OF ATLANTIC CITY AND 2.1
 DR7238'MI (3.4 KM) WEST-SOUTHWEST OF BRIGANTINE.
 DR7238'
 DR7238'TO REACH THE STATION FROM THE EAST BRIDGE ABUTMENT OF BRIGANTINE
 DR7238'BRIDGE OVER ABSECON INLET GO 1.5 MI (2.4 KM) ON BRIGANTINE BOULEVARD
 DR7238'(COUNTY ROAD 638) TO THE LEFT AT THE BASE OF TRAFFIC SIGNAL ON THE
 DR7238'SIDE OF THE T-INTERSECTION WITH HARBOR BEACH BOULEVARD AND BRIGANTINE
 DR7238'BOULEVARD.
 DR7238'
 DR7238'IT IS 32.25 FT (9.8 M) EAST OF POLE NUMBER A11288, 28.58 FT (8.7 M)
 DR7238'WEST OF THE CENTERLINE OF DRIVEWAY FOR HOUSE NUMBER 2015A, 11.75 FT
 DR7238'(3.6 M) EAST OF THE CENTERLINE OF DRIVEWAY FOR HOUSE NUMBER 4015B AND
 DR7238'3 FT (0.9 M) SOUTHWEST OF CENTER OF ELECTRICAL JUNCTION BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6976 ***********************************************************************
 AM6976  DESIGNATION -  1 P 1
 AM6976  PID         -  AM6976
 AM6976  STATE/COUNTY-  NJ/ATLANTIC
 AM6976  COUNTRY     -  US
 AM6976  USGS QUAD   -  OCEAN CITY (2019)
 AM6976
 AM6976                         *CURRENT SURVEY CONTROL
 AM6976  ______________________________________________________________________
 AM6976* NAD 83(1986) POSITION- 39 18 50.7    (N) 074 34 05.7    (W)   HD_HELD2
 AM6976* NAVD 88 ORTHO HEIGHT -     3.018 (meters)        9.90  (feet) ADJUSTED
 AM6976  ______________________________________________________________________
 AM6976  GEOID HEIGHT    -        -34.478 (meters)                     GEOID18
 AM6976  DYNAMIC HEIGHT  -          3.017 (meters)        9.90  (feet) COMP
 AM6976  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 AM6976
 AM6976  VERT ORDER      -  FIRST     CLASS II
 AM6976
 AM6976.The horizontal coordinates were established by autonomous hand held GPS
 AM6976.observations and have an estimated accuracy of +/- 10 meters.
 AM6976
 AM6976.The orthometric height was determined by differential leveling and
 AM6976.adjusted by the NATIONAL GEODETIC SURVEY
 AM6976.in March 2005.
 AM6976
 AM6976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6976.GEOID18 height accuracy estimate available here.
 AM6976
 AM6976.Click photographs - Photos may exist for this station.
 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       -    53,368.      144,115.      MT  (+/- 10 meters HH2 GPS)
 AM6976
 AM6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3722051720(NAD 83)
 AM6976
 AM6976                          SUPERSEDED SURVEY CONTROL
 AM6976
 AM6976.No superseded survey control is available for this station.
 AM6976
 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 - November 09, 2011
 AM6976
 AM6976  HISTORY     - Date     Condition        Report By
 AM6976  HISTORY     - 2000     MONUMENTED       NJGS
 AM6976  HISTORY     - 20111109 GOOD             INDIV
 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.
 AM6976
 AM6976                          STATION RECOVERY (2011)
 AM6976
 AM6976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 AM6976'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8267 ***********************************************************************
 DN8267  DESIGNATION -  1 P 2
 DN8267  PID         -  DN8267
 DN8267  STATE/COUNTY-  NJ/ATLANTIC
 DN8267  COUNTRY     -  US
 DN8267  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8267
 DN8267                         *CURRENT SURVEY CONTROL
 DN8267  ______________________________________________________________________
 DN8267* NAD 83(1986) POSITION- 39 28 00.     (N) 074 30 59.     (W)   SCALED
 DN8267* NAVD 88 ORTHO HEIGHT -    15.046 (meters)       49.36  (feet) ADJUSTED
 DN8267  ______________________________________________________________________
 DN8267  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 DN8267  DYNAMIC HEIGHT  -         15.038 (meters)       49.34  (feet) COMP
 DN8267  MODELED GRAVITY -    980,127.5   (mgal)                       NAVD 88
 DN8267
 DN8267  VERT ORDER      -  FIRST     CLASS II
 DN8267
 DN8267.The horizontal coordinates were scaled from a map and have
 DN8267.an estimated accuracy of +/- 6 seconds.
 DN8267
 DN8267.The orthometric height was determined by differential leveling and
 DN8267.adjusted by the NATIONAL GEODETIC SURVEY
 DN8267.in April 2013.
 DN8267
 DN8267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8267.GEOID18 height accuracy estimate available here.
 DN8267
 DN8267.Click photographs - Photos may exist for this station.
 DN8267
 DN8267.The dynamic height is computed by dividing the NAVD 88
 DN8267.geopotential number by the normal gravity value computed on the
 DN8267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8267.degrees latitude (g = 980.6199 gals.).
 DN8267
 DN8267.The modeled gravity was interpolated from observed gravity values.
 DN8267
 DN8267;                    North         East    Units  Estimated Accuracy
 DN8267;SPC NJ       -    70,310.      148,590.      MT  (+/- 180 meters Scaled)
 DN8267
 DN8267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ416686(NAD 83)
 DN8267
 DN8267                          SUPERSEDED SURVEY CONTROL
 DN8267
 DN8267.No superseded survey control is available for this station.
 DN8267
 DN8267_MARKER: DD = SURVEY DISK
 DN8267_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8267_SP_SET: CURB
 DN8267_STAMPING: 1 P 2 2010
 DN8267_MARK LOGO: NJGS
 DN8267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8267+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 DN8267
 DN8267  HISTORY     - Date     Condition        Report By
 DN8267  HISTORY     - 20100507 MONUMENTED       NJGS
 DN8267
 DN8267                          STATION DESCRIPTION
 DN8267
 DN8267'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8267'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE NORTHWEST SIDE OF
 DN8267'SECOND AVENUE AT THE JUNCTION WITH EAST RIDGEWOOD AVENUE.
 DN8267'
 DN8267'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DN8267'SECOND AVENUE, GO NORTHEAST ON SECOND AVENUE FOR 1.47 MI (2.4 KM) TO
 DN8267'THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN A CURB AT THE
 DN8267'NORTH CORNER OF THE INTERSECTION OF EAST. RIDGEWOOD AVENUE AND SECOND
 DN8267'AVENUE.
 DN8267'
 DN8267'THE STATION IS 45.7 FT (13.9 M) EAST SOUTHEAST FROM WOOD UTILITY POLE
 DN8267'NUMBER BT 1307, 20 FT (6.1 M) NORTHWEST FROM THE CENTER LINE OF SECOND
 DN8267'AVENUE, 61.4 FT (18.7 M) EAST NORTHEAST FROM WOOD UTILITY POLE NUMBER
 DN8267'BT 11 P19058, 36 FT (11.0 M) NORTH NORTHWEST FROM WOOD UTILITY POLE
 DN8267'NUMBER P 14783 AND 31.2 FT (9.5 M) NORTHEAST FROM THE CENTER LINE OF
 DN8267'EAST. RIDGEWOOD AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8298 ***********************************************************************
 DN8298  DESIGNATION -  1 P 3
 DN8298  PID         -  DN8298
 DN8298  STATE/COUNTY-  NJ/ATLANTIC
 DN8298  COUNTRY     -  US
 DN8298  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8298
 DN8298                         *CURRENT SURVEY CONTROL
 DN8298  ______________________________________________________________________
 DN8298* NAD 83(1986) POSITION- 39 28 38.12   (N) 074 34 39.58   (W)   HD_HELD1
 DN8298* NAVD 88 ORTHO HEIGHT -    20.013 (meters)       65.66  (feet) ADJUSTED
 DN8298  ______________________________________________________________________
 DN8298  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 DN8298  DYNAMIC HEIGHT  -         20.003 (meters)       65.63  (feet) COMP
 DN8298  MODELED GRAVITY -    980,127.5   (mgal)                       NAVD 88
 DN8298
 DN8298  VERT ORDER      -  FIRST     CLASS II
 DN8298
 DN8298.The horizontal coordinates were determined by differentially corrected
 DN8298.hand held GPS observations or other comparable positioning techniques
 DN8298.and have an estimated accuracy of +/- 3 meters.
 DN8298
 DN8298.The orthometric height was determined by differential leveling and
 DN8298.adjusted by the NATIONAL GEODETIC SURVEY
 DN8298.in April 2013.
 DN8298
 DN8298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8298.GEOID18 height accuracy estimate available here.
 DN8298
 DN8298.Click photographs - Photos may exist for this station.
 DN8298
 DN8298.The dynamic height is computed by dividing the NAVD 88
 DN8298.geopotential number by the normal gravity value computed on the
 DN8298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8298.degrees latitude (g = 980.6199 gals.).
 DN8298
 DN8298.The modeled gravity was interpolated from observed gravity values.
 DN8298
 DN8298;                    North         East    Units  Estimated Accuracy
 DN8298;SPC NJ       -    71,483.0     143,318.6     MT  (+/- 3 meters HH1 GPS) 
 DN8298
 DN8298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3632469825(NAD 83)
 DN8298
 DN8298                          SUPERSEDED SURVEY CONTROL
 DN8298
 DN8298.No superseded survey control is available for this station.
 DN8298
 DN8298_MARKER: DD = SURVEY DISK
 DN8298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8298_STAMPING: 1 P 3 2010
 DN8298_MARK LOGO: NJGS
 DN8298_PROJECTION: FLUSH
 DN8298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8298+STABILITY: SURFACE MOTION
 DN8298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8298+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 DN8298
 DN8298  HISTORY     - Date     Condition        Report By
 DN8298  HISTORY     - 20100520 MONUMENTED       NJGS
 DN8298
 DN8298                          STATION DESCRIPTION
 DN8298
 DN8298'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8298'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTHEAST SIDE OF
 DN8298'POMONA ROAD (COUNTY ROAD 575).
 DN8298'
 DN8298'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DN8298'POMONA ROAD (COUNTY ROAD 575), GO 0.15 MI (0.2 KM) SOUTHWEST ON POMONA
 DN8298'ROAD TO THE STATION ON THE LEFT, JUST BEYOND THE JUNCTION OF THE NEW
 DN8298'JERSEY TRANSIT RAILROAD, ATLANTIC CITY LINE.
 DN8298'
 DN8298'THE STATION IS 24.0 FT (7.3 M) SOUTHWEST FROM THE SOUTHWEST RAIL OF
 DN8298'THE NEW JERSEY TRANSIT RAILROAD, 30.0 FT (9.1 M) SOUTHEAST FROM THE
 DN8298'CENTER LINE OF POMONA ROAD, 76.9 FT (23.4 M) WEST SOUTHWEST FROM THE
 DN8298'CENTER LINE OF ATLANTIC AVENUE, 60.1 FT (18.3 M) EAST SOUTHEAST FROM
 DN8298'WOOD UTILITY POLE NUMBER H4567, 66.6 FT (20.3 M) EAST NORTHEAST FROM
 DN8298'THE WYE JUNCTION OF POMONA ROAD AND ENGLISH CREEK ROAD AND 6.7 FT (2.0
 DN8298'M) SOUTHWEST AND NORMAL TO A 8 FT (2.4 M) HIGH CHAIN LINK FENCE WITH
 DN8298'WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7317 ***********************************************************************
 DQ7317  DESIGNATION -  1 P 4
 DQ7317  PID         -  DQ7317
 DQ7317  STATE/COUNTY-  NJ/ATLANTIC
 DQ7317  COUNTRY     -  US
 DQ7317  USGS QUAD   -  OCEAN CITY (2019)
 DQ7317
 DQ7317                         *CURRENT SURVEY CONTROL
 DQ7317  ______________________________________________________________________
 DQ7317* NAD 83(1986) POSITION- 39 18 35.38   (N) 074 36 14.94   (W)   HD_HELD1
 DQ7317* NAVD 88 ORTHO HEIGHT -     2.592 (meters)        8.50  (feet) ADJUSTED
 DQ7317  ______________________________________________________________________
 DQ7317  GEOID HEIGHT    -        -34.461 (meters)                     GEOID18
 DQ7317  DYNAMIC HEIGHT  -          2.591 (meters)        8.50  (feet) COMP
 DQ7317  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 DQ7317
 DQ7317  VERT ORDER      -  FIRST     CLASS II
 DQ7317
 DQ7317.The horizontal coordinates were determined by differentially corrected
 DQ7317.hand held GPS observations or other comparable positioning techniques
 DQ7317.and have an estimated accuracy of +/- 3 meters.
 DQ7317
 DQ7317.The orthometric height was determined by differential leveling and
 DQ7317.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7317.in June 2018.
 DQ7317
 DQ7317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7317.GEOID18 height accuracy estimate available here.
 DQ7317
 DQ7317.Click photographs - Photos may exist for this station.
 DQ7317
 DQ7317.The dynamic height is computed by dividing the NAVD 88
 DQ7317.geopotential number by the normal gravity value computed on the
 DQ7317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7317.degrees latitude (g = 980.6199 gals.).
 DQ7317
 DQ7317.The modeled gravity was interpolated from observed gravity values.
 DQ7317
 DQ7317;                    North         East    Units  Estimated Accuracy
 DQ7317;SPC NJ       -    52,898.8     141,018.2     MT  (+/- 3 meters HH1 GPS) 
 DQ7317
 DQ7317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3412751234(NAD 83)
 DQ7317
 DQ7317                          SUPERSEDED SURVEY CONTROL
 DQ7317
 DQ7317.No superseded survey control is available for this station.
 DQ7317
 DQ7317_MARKER: DD = SURVEY DISK
 DQ7317_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ7317_SP_SET: CURB
 DQ7317_STAMPING: 1 P 4 2017
 DQ7317_MARK LOGO: NJGS
 DQ7317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ7317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7317+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7317
 DQ7317  HISTORY     - Date     Condition        Report By
 DQ7317  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7317
 DQ7317                          STATION DESCRIPTION
 DQ7317
 DQ7317'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7317'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF
 DQ7317'TUCKAHOE, 3.8 MI (6.1 KM) NORTHWEST OF OCEAN CITY AND 3.0 MI (4.8 KM)
 DQ7317'NORTH-NORTHEAST OF MARMORA, IN SOMERS POINT.
 DQ7317'
 DQ7317'TO REACH FROM THE INTERSECTION OF U.S. ROUTE 9 AND SOMERS POINT-MAYS
 DQ7317'LANDING ROAD (COUNTY ROUTE 559), GO 0.5 MI (0.8 KM) EAST-SOUTHEAST ON
 DQ7317'SOMERS POINT-MAYS LANDING ROAD (COUNTY ROUTE 559) TO THE STATION ON
 DQ7317'THE LEFT, SET IN A CURB ON THE NORTHEAST SIDE OF SOMERS POINT-MAYS
 DQ7317'LANDING ROAD (COUNTY ROUTE 559).
 DQ7317'
 DQ7317'IT IS 20.5 FT (6.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF SOMERS
 DQ7317'POINT-MAYS LANDING ROAD (COUNTY ROUTE 559), 28.3 FT (8.6 M) SOUTH OF
 DQ7317'THE SOUTHEAST CORNER OF CONCRETE SLAB UNITED STATE POSTAL SERVICE
 DQ7317'CLUSTER MAILBOX, 6.7 FT (2.0 M) WEST-NORTHWEST OF A POWER LINE POLE
 DQ7317'NUMBER 23682.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8271 ***********************************************************************
 DQ8271  DESIGNATION -  1 P 5
 DQ8271  PID         -  DQ8271
 DQ8271  STATE/COUNTY-  NJ/ATLANTIC
 DQ8271  COUNTRY     -  US
 DQ8271  USGS QUAD   -  OCEANVILLE (2019)
 DQ8271
 DQ8271                         *CURRENT SURVEY CONTROL
 DQ8271  ______________________________________________________________________
 DQ8271* NAD 83(1986) POSITION- 39 22 34.57   (N) 074 26 52.85   (W)   HD_HELD1
 DQ8271* NAVD 88 ORTHO HEIGHT -     2.035 (meters)        6.68  (feet) ADJUSTED
 DQ8271  ______________________________________________________________________
 DQ8271  GEOID HEIGHT    -        -34.339 (meters)                     GEOID18
 DQ8271  DYNAMIC HEIGHT  -          2.034 (meters)        6.67  (feet) COMP
 DQ8271  MODELED GRAVITY -    980,109.7   (mgal)                       NAVD 88
 DQ8271
 DQ8271  VERT ORDER      -  FIRST     CLASS II
 DQ8271
 DQ8271.The horizontal coordinates were determined by differentially corrected
 DQ8271.hand held GPS observations or other comparable positioning techniques
 DQ8271.and have an estimated accuracy of +/- 3 meters.
 DQ8271
 DQ8271.The orthometric height was determined by differential leveling and
 DQ8271.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8271.in August 2018.
 DQ8271
 DQ8271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8271.GEOID18 height accuracy estimate available here.
 DQ8271
 DQ8271.Click photographs - Photos may exist for this station.
 DQ8271
 DQ8271.The dynamic height is computed by dividing the NAVD 88
 DQ8271.geopotential number by the normal gravity value computed on the
 DQ8271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8271.degrees latitude (g = 980.6199 gals.).
 DQ8271
 DQ8271.The modeled gravity was interpolated from observed gravity values.
 DQ8271
 DQ8271;                    North         East    Units  Estimated Accuracy
 DQ8271;SPC NJ       -    60,270.7     154,479.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8271
 DQ8271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4754358678(NAD 83)
 DQ8271
 DQ8271                          SUPERSEDED SURVEY CONTROL
 DQ8271
 DQ8271.No superseded survey control is available for this station.
 DQ8271
 DQ8271_MARKER: DD = SURVEY DISK
 DQ8271_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8271+WITH SETTING: PAVEMENT
 DQ8271_SP_SET: TRAFFIC SIGNAL BASE
 DQ8271_STAMPING: 1 P 5 2017
 DQ8271_MARK LOGO: NJGS
 DQ8271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8271+STABILITY: SURFACE MOTION
 DQ8271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8271+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2021
 DQ8271
 DQ8271  HISTORY     - Date     Condition        Report By
 DQ8271  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8271  HISTORY     - 20210727 GOOD             NJGS
 DQ8271
 DQ8271                          STATION DESCRIPTION
 DQ8271
 DQ8271'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8271'THE STATION IS LOCATED ABOUT 5.0 MI (8.1 KM) WEST-SOUTHWEST OF
 DQ8271'BRIGANTINE, 4.2 MI (6.8 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 DQ8271'ATLANTIC CITY.
 DQ8271'
 DQ8271'THE STATION IS SET IN A DRILL HOLE IN THE TRAFFIC SIGNAL BASE LOCATED
 DQ8271'ON THE NORTHWEST CORNER OF THE JUNCTION OF THE WESTBOUND LANES OF U.S.
 DQ8271'HIGHWAY 30 (ABSECON BOULEVARD) AND GRAMERCY AVENUE.
 DQ8271'
 DQ8271'THE STATION IS 39 FT (11.9 M) NORTHWEST OF THE CENTERLINE OF GRAMERCY
 DQ8271'AVENUE, 15.5 FT (4.7 M) EAST-NORTHEAST OF AN INLET, 8 FT (2.4 M)
 DQ8271'NORTH-NORTHEAST OF THE NORTHEAST CURB OF U.S. ROUTE 30 (ABSECON
 DQ8271'BOULEVARD).
 DQ8271
 DQ8271                          STATION RECOVERY (2021)
 DQ8271
 DQ8271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 DQ8271'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8296 ***********************************************************************
 DQ8296  DESIGNATION -  1 P 6
 DQ8296  PID         -  DQ8296
 DQ8296  STATE/COUNTY-  NJ/ATLANTIC
 DQ8296  COUNTRY     -  US
 DQ8296  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8296
 DQ8296                         *CURRENT SURVEY CONTROL
 DQ8296  ______________________________________________________________________
 DQ8296* NAD 83(1986) POSITION- 39 23 29.95   (N) 074 31 40.96   (W)   HD_HELD1
 DQ8296* NAVD 88 ORTHO HEIGHT -     8.579 (meters)       28.15  (feet) ADJUSTED
 DQ8296  ______________________________________________________________________
 DQ8296  GEOID HEIGHT    -        -34.173 (meters)                     GEOID18
 DQ8296  DYNAMIC HEIGHT  -          8.575 (meters)       28.13  (feet) COMP
 DQ8296  MODELED GRAVITY -    980,114.5   (mgal)                       NAVD 88
 DQ8296
 DQ8296  VERT ORDER      -  FIRST     CLASS II
 DQ8296
 DQ8296.The horizontal coordinates were determined by differentially corrected
 DQ8296.hand held GPS observations or other comparable positioning techniques
 DQ8296.and have an estimated accuracy of +/- 3 meters.
 DQ8296
 DQ8296.The orthometric height was determined by differential leveling and
 DQ8296.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8296.in August 2018.
 DQ8296
 DQ8296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8296.GEOID18 height accuracy estimate available here.
 DQ8296
 DQ8296.Click photographs - Photos may exist for this station.
 DQ8296
 DQ8296.The dynamic height is computed by dividing the NAVD 88
 DQ8296.geopotential number by the normal gravity value computed on the
 DQ8296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8296.degrees latitude (g = 980.6199 gals.).
 DQ8296
 DQ8296.The modeled gravity was interpolated from observed gravity values.
 DQ8296
 DQ8296;                    North         East    Units  Estimated Accuracy
 DQ8296;SPC NJ       -    61,977.5     147,584.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8296
 DQ8296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4064160346(NAD 83)
 DQ8296
 DQ8296                          SUPERSEDED SURVEY CONTROL
 DQ8296
 DQ8296.No superseded survey control is available for this station.
 DQ8296
 DQ8296_MARKER: DD = SURVEY DISK
 DQ8296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8296_STAMPING: 1 P 6 2017
 DQ8296_MARK LOGO: NJDT
 DQ8296_PROJECTION: FLUSH
 DQ8296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8296+STABILITY: SURFACE MOTION
 DQ8296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8296+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2017
 DQ8296
 DQ8296  HISTORY     - Date     Condition        Report By
 DQ8296  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8296  HISTORY     - 20170523 GOOD             NJGS
 DQ8296
 DQ8296                          STATION DESCRIPTION
 DQ8296
 DQ8296'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8296'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DQ8296'OCEANVILLE, 4.0 MI (6.4 KM) WEST-NORTHWEST OF ATLANTIC CITY, IN
 DQ8296'PLEASANTVILLE.
 DQ8296'
 DQ8296'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND U.S. HIGHWAYS
 DQ8296'40/322, GO ABOUT 0.15 MI (0.24 KM) EAST-SOUTHEAST ON U.S. HIGHWAYS
 DQ8296'40/322 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY.
 DQ8296'
 DQ8296'THE STATION IS 42 FT (12.8 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 DQ8296'40/322 WESTBOUND, 29.5 FT (9.0 M) NORTHWEST OF POLE NUMBER P69055, 5.3
 DQ8296'FT (1.6 M) NORTH OF THE CURB OF U.S. HIGHWAY 40/322 WESTBOUND AND 25.8
 DQ8296'FT (7.9 M) SOUTHEAST OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7244 ***********************************************************************
 DR7244  DESIGNATION -  1 P 7
 DR7244  PID         -  DR7244
 DR7244  STATE/COUNTY-  NJ/ATLANTIC
 DR7244  COUNTRY     -  US
 DR7244  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7244
 DR7244                         *CURRENT SURVEY CONTROL
 DR7244  ______________________________________________________________________
 DR7244* NAD 83(1986) POSITION- 39 24 39.92   (N) 074 21 57.82   (W)   HD_HELD1
 DR7244* NAVD 88 ORTHO HEIGHT -     1.350 (meters)        4.43  (feet) ADJUSTED
 DR7244  ______________________________________________________________________
 DR7244  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 DR7244  DYNAMIC HEIGHT  -          1.349 (meters)        4.43  (feet) COMP
 DR7244  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 DR7244
 DR7244  VERT ORDER      -  FIRST     CLASS II
 DR7244
 DR7244.The horizontal coordinates were determined by differentially corrected
 DR7244.hand held GPS observations or other comparable positioning techniques
 DR7244.and have an estimated accuracy of +/- 3 meters.
 DR7244
 DR7244.The orthometric height was determined by differential leveling and
 DR7244.adjusted by the NATIONAL GEODETIC SURVEY
 DR7244.in March 2022.
 DR7244
 DR7244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7244.GEOID18 height accuracy estimate available here.
 DR7244
 DR7244.Click photographs - Photos may exist for this station.
 DR7244
 DR7244.The dynamic height is computed by dividing the NAVD 88
 DR7244.geopotential number by the normal gravity value computed on the
 DR7244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7244.degrees latitude (g = 980.6199 gals.).
 DR7244
 DR7244.The modeled gravity was interpolated from observed gravity values.
 DR7244
 DR7244;                    North         East    Units  Estimated Accuracy
 DR7244;SPC NJ       -    64,143.3     161,534.1     MT  (+/- 3 meters HH1 GPS) 
 DR7244
 DR7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5457562588(NAD 83)
 DR7244
 DR7244                          SUPERSEDED SURVEY CONTROL
 DR7244
 DR7244.No superseded survey control is available for this station.
 DR7244
 DR7244_MARKER: DD = SURVEY DISK
 DR7244_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7244_SP_SET: CURB
 DR7244_STAMPING: 1 P 7 2021
 DR7244_MARK LOGO: NJGS
 DR7244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7244+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 DR7244
 DR7244  HISTORY     - Date     Condition        Report By
 DR7244  HISTORY     - 20210602 MONUMENTED       NJGS
 DR7244
 DR7244                          STATION DESCRIPTION
 DR7244
 DR7244'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DR7244'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF OCEANVILLE,
 DR7244'4.5 MI (7.2 KM) NORTHEAST OF ATLANTIC CITY AND IN THE TOWN OF
 DR7244'BRIGANTINE, NJ.
 DR7244'
 DR7244'TO REACH FROM THE NORTHEAST END OF BRIGANTINE BRIDGE OVER ABSECON
 DR7244'CHANNEL GO EAST ON NEW JERSEY ROUTE 87 (ATLANTIC COUNTY ROAD 638) FOR
 DR7244'1.7 MI (2.7 KM), AT TRAFFIC CIRCLE CONTINUE NORTHEAST ON BAYSHORE
 DR7244'AVENUE FOR 1.66 MI (2.67 KM).  TURN RIGHT ON LAFAYETTE PLACE FOR 0.14
 DR7244'MI (0.23 KM).  TURN LEFT ON S ROOSEVELT BOULEVARD FOR 0.02 MI (0.03
 DR7244'KM) TO MARK ON THE LEFT ON THE NORTHEAST CURB OF THE CENTER MEDIAN OF
 DR7244'S ROOSEVELT BOULEVARD.
 DR7244'
 DR7244'IT IS 100.83 FT (30.7 M) SOUTH-SOUTHEAST OF POLE A16230, 70 FT (21.3
 DR7244'M) SOUTHWEST OF SOUTH END OF WATER TANK BASE, 67.66 FT (20.6 M)
 DR7244'NORTH-NORTHEAST OF POLE A7321 140AMP AND 9.91 FT (3.0 M) SOUTHWEST OF
 DR7244'NORTHBOUND SOUTH ROOSEVELT BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6977 ***********************************************************************
 AM6977  DESIGNATION -  1 Q 1
 AM6977  PID         -  AM6977
 AM6977  STATE/COUNTY-  NJ/ATLANTIC
 AM6977  COUNTRY     -  US
 AM6977  USGS QUAD   -  OCEAN CITY (2019)
 AM6977
 AM6977                         *CURRENT SURVEY CONTROL
 AM6977  ______________________________________________________________________
 AM6977* NAD 83(1986) POSITION- 39 18 45.2    (N) 074 33 14.4    (W)   HD_HELD2
 AM6977* NAVD 88 ORTHO HEIGHT -     4.952 (meters)       16.25  (feet) ADJUSTED
 AM6977  ______________________________________________________________________
 AM6977  GEOID HEIGHT    -        -34.500 (meters)                     GEOID18
 AM6977  DYNAMIC HEIGHT  -          4.950 (meters)       16.24  (feet) COMP
 AM6977  MODELED GRAVITY -    980,103.5   (mgal)                       NAVD 88
 AM6977
 AM6977  VERT ORDER      -  FIRST     CLASS II
 AM6977
 AM6977.The horizontal coordinates were established by autonomous hand held GPS
 AM6977.observations and have an estimated accuracy of +/- 10 meters.
 AM6977
 AM6977.The orthometric height was determined by differential leveling and
 AM6977.adjusted by the NATIONAL GEODETIC SURVEY
 AM6977.in March 2005.
 AM6977
 AM6977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6977.GEOID18 height accuracy estimate available here.
 AM6977
 AM6977.Click photographs - Photos may exist for this station.
 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       -    53,198.      145,343.      MT  (+/- 10 meters HH2 GPS)
 AM6977
 AM6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3844951556(NAD 83)
 AM6977
 AM6977                          SUPERSEDED SURVEY CONTROL
 AM6977
 AM6977.No superseded survey control is available for this station.
 AM6977
 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 - November 09, 2011
 AM6977
 AM6977  HISTORY     - Date     Condition        Report By
 AM6977  HISTORY     - 2000     MONUMENTED       NJGS
 AM6977  HISTORY     - 20111109 GOOD             INDIV
 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.
 AM6977
 AM6977                          STATION RECOVERY (2011)
 AM6977
 AM6977'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 AM6977'RECOVERED IN GOOD CONDITION. STATION IS DIRECTLY ACROSS RT. 152 FROM
 AM6977'POLE BT52/A-21911. STATION IS 5 FT NORTH OF A WITNESS POST THAT IS ON
 AM6977'THE SOUTH SIDE OF THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8268 ***********************************************************************
 DN8268  DESIGNATION -  1 Q 2
 DN8268  PID         -  DN8268
 DN8268  STATE/COUNTY-  NJ/ATLANTIC
 DN8268  COUNTRY     -  US
 DN8268  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8268
 DN8268                         *CURRENT SURVEY CONTROL
 DN8268  ______________________________________________________________________
 DN8268* NAD 83(1986) POSITION- 39 27 33.     (N) 074 31 31.     (W)   SCALED
 DN8268* NAVD 88 ORTHO HEIGHT -    17.910 (meters)       58.76  (feet) ADJUSTED
 DN8268  ______________________________________________________________________
 DN8268  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 DN8268  DYNAMIC HEIGHT  -         17.901 (meters)       58.73  (feet) COMP
 DN8268  MODELED GRAVITY -    980,126.1   (mgal)                       NAVD 88
 DN8268
 DN8268  VERT ORDER      -  FIRST     CLASS II
 DN8268
 DN8268.The horizontal coordinates were scaled from a map and have
 DN8268.an estimated accuracy of +/- 6 seconds.
 DN8268
 DN8268.The orthometric height was determined by differential leveling and
 DN8268.adjusted by the NATIONAL GEODETIC SURVEY
 DN8268.in April 2013.
 DN8268
 DN8268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8268.GEOID18 height accuracy estimate available here.
 DN8268
 DN8268.Click photographs - Photos may exist for this station.
 DN8268
 DN8268.The dynamic height is computed by dividing the NAVD 88
 DN8268.geopotential number by the normal gravity value computed on the
 DN8268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8268.degrees latitude (g = 980.6199 gals.).
 DN8268
 DN8268.The modeled gravity was interpolated from observed gravity values.
 DN8268
 DN8268;                    North         East    Units  Estimated Accuracy
 DN8268;SPC NJ       -    69,470.      147,830.      MT  (+/- 180 meters Scaled)
 DN8268
 DN8268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ408678(NAD 83)
 DN8268
 DN8268                          SUPERSEDED SURVEY CONTROL
 DN8268
 DN8268.No superseded survey control is available for this station.
 DN8268
 DN8268_MARKER: DD = SURVEY DISK
 DN8268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8268_STAMPING: 1 Q 2 2010
 DN8268_MARK LOGO: NJGS
 DN8268_PROJECTION: FLUSH
 DN8268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8268+STABILITY: SURFACE MOTION
 DN8268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8268+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 DN8268
 DN8268  HISTORY     - Date     Condition        Report By
 DN8268  HISTORY     - 20100507 MONUMENTED       NJGS
 DN8268
 DN8268                          STATION DESCRIPTION
 DN8268
 DN8268'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8268'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE NORTHWEST SIDE OF
 DN8268'SECOND AVENUE AT THE JUNCTION WITH EAST ETHAN LANE.
 DN8268'
 DN8268'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DN8268'SECOND AVENUE, GO NORTHEAST ON SECOND AVENUE FOR 0.75 MI (1.2 KM) TO
 DN8268'THE TEE JUNCTION WITH EAST ETHAN LANE AND THE STATION ON THE LEFT, SET
 DN8268'FLUSH WITH THE GROUND AT THE WEST CORNER OF THE INTERSECTION.
 DN8268'
 DN8268'THE STATION IS 1.0 M (3.3 FT) SOUTH-SOUTHEAST FROM A STOP SIGN WITH
 DN8268'WITNESS SIGN ATTACHED, 5.0 M (16.4 FT) WEST-SOUTHWEST FROM THE CENTER
 DN8268'LINE OF EAST.  ETHAN LANE, 12.7 M (41.7 FT) NORTHWEST FROM THE CENTER
 DN8268'LINE OF SECOND AVENUE AND 6.5 M (21.3 FT) NORTH FROM A METAL POST WITH
 DN8268'STREET SIGN FOR EAST.  ETHAN LANE ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8295 ***********************************************************************
 DN8295  DESIGNATION -  1 Q 3
 DN8295  PID         -  DN8295
 DN8295  STATE/COUNTY-  NJ/ATLANTIC
 DN8295  COUNTRY     -  US
 DN8295  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8295
 DN8295                         *CURRENT SURVEY CONTROL
 DN8295  ______________________________________________________________________
 DN8295* NAD 83(1986) POSITION- 39 28 09.     (N) 074 35 45.     (W)   SCALED
 DN8295* NAVD 88 ORTHO HEIGHT -    21.109 (meters)       69.26  (feet) ADJUSTED
 DN8295  ______________________________________________________________________
 DN8295  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 DN8295  DYNAMIC HEIGHT  -         21.098 (meters)       69.22  (feet) COMP
 DN8295  MODELED GRAVITY -    980,126.1   (mgal)                       NAVD 88
 DN8295
 DN8295  VERT ORDER      -  FIRST     CLASS II
 DN8295
 DN8295.The horizontal coordinates were scaled from a map and have
 DN8295.an estimated accuracy of +/- 6 seconds.
 DN8295
 DN8295.The orthometric height was determined by differential leveling and
 DN8295.adjusted by the NATIONAL GEODETIC SURVEY
 DN8295.in April 2013.
 DN8295
 DN8295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8295.GEOID18 height accuracy estimate available here.
 DN8295
 DN8295.Click photographs - Photos may exist for this station.
 DN8295
 DN8295.The dynamic height is computed by dividing the NAVD 88
 DN8295.geopotential number by the normal gravity value computed on the
 DN8295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8295.degrees latitude (g = 980.6199 gals.).
 DN8295
 DN8295.The modeled gravity was interpolated from observed gravity values.
 DN8295
 DN8295;                    North         East    Units  Estimated Accuracy
 DN8295;SPC NJ       -    70,590.      141,750.      MT  (+/- 180 meters Scaled)
 DN8295
 DN8295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ347689(NAD 83)
 DN8295
 DN8295                          SUPERSEDED SURVEY CONTROL
 DN8295
 DN8295.No superseded survey control is available for this station.
 DN8295
 DN8295_MARKER: DD = SURVEY DISK
 DN8295_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8295_SP_SET: TRAFFIC LIGHT FOUNDATION
 DN8295_STAMPING: 1 Q 3 2010
 DN8295_MARK LOGO: NJGS
 DN8295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8295+STABILITY: SURFACE MOTION
 DN8295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8295+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2010
 DN8295
 DN8295  HISTORY     - Date     Condition        Report By
 DN8295  HISTORY     - 20100513 MONUMENTED       NJGS
 DN8295
 DN8295                          STATION DESCRIPTION
 DN8295
 DN8295'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8295'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, SET IN A DRILL HOLE IN
 DN8295'THE TRAFFIC SIGNAL BASE AT THE NORTHEAST JUNCTION OF WRANGLEBORO ROAD
 DN8295'(COUNTY ROAD 575) AND TILTON ROAD (COUNTY ROAD 563).
 DN8295'
 DN8295'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DN8295'WRANGLEBORO ROAD (COUNTY ROAD 575), GO SOUTHWEST ON WRANGLEBORO ROAD
 DN8295'FOR 1.3 MI (2.1 KM) TO THE INTERSECTION WITH TILTON ROAD (COUNTY ROAD
 DN8295'563) AND THE STATION ON THE RIGHT.
 DN8295'
 DN8295'THE STATION IS 6.0 FT (1.8 M) SOUTH FROM AN ELECTRICAL UTILITY BOX
 DN8295'FOUNDATION, 67.4 FT (20.5 M) NORTHEAST FROM THE CENTERLINE OF
 DN8295'WRANGLEBORO ROAD AND 53.5 FT (16.3 M) NORTHEAST FROM THE CENTERLINE OF
 DN8295'TILTON ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7314 ***********************************************************************
 DQ7314  DESIGNATION -  1 Q 4
 DQ7314  PID         -  DQ7314
 DQ7314  STATE/COUNTY-  NJ/ATLANTIC
 DQ7314  COUNTRY     -  US
 DQ7314  USGS QUAD   -  OCEAN CITY (2019)
 DQ7314
 DQ7314                         *CURRENT SURVEY CONTROL
 DQ7314  ______________________________________________________________________
 DQ7314* NAD 83(1986) POSITION- 39 18 35.09   (N) 074 37 01.20   (W)   HD_HELD1
 DQ7314* NAVD 88 ORTHO HEIGHT -     3.720 (meters)       12.20  (feet) ADJUSTED
 DQ7314  ______________________________________________________________________
 DQ7314  GEOID HEIGHT    -        -34.449 (meters)                     GEOID18
 DQ7314  DYNAMIC HEIGHT  -          3.718 (meters)       12.20  (feet) COMP
 DQ7314  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 DQ7314
 DQ7314  VERT ORDER      -  FIRST     CLASS II
 DQ7314
 DQ7314.The horizontal coordinates were determined by differentially corrected
 DQ7314.hand held GPS observations or other comparable positioning techniques
 DQ7314.and have an estimated accuracy of +/- 3 meters.
 DQ7314
 DQ7314.The orthometric height was determined by differential leveling and
 DQ7314.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7314.in June 2018.
 DQ7314
 DQ7314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7314.GEOID18 height accuracy estimate available here.
 DQ7314
 DQ7314.Click photographs - Photos may exist for this station.
 DQ7314
 DQ7314.The dynamic height is computed by dividing the NAVD 88
 DQ7314.geopotential number by the normal gravity value computed on the
 DQ7314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7314.degrees latitude (g = 980.6199 gals.).
 DQ7314
 DQ7314.The modeled gravity was interpolated from observed gravity values.
 DQ7314
 DQ7314;                    North         East    Units  Estimated Accuracy
 DQ7314;SPC NJ       -    52,891.2     139,910.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7314
 DQ7314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3301951220(NAD 83)
 DQ7314
 DQ7314                          SUPERSEDED SURVEY CONTROL
 DQ7314
 DQ7314.No superseded survey control is available for this station.
 DQ7314
 DQ7314_MARKER: DD = SURVEY DISK
 DQ7314_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ7314_SP_SET: CURB
 DQ7314_STAMPING: 1 Q 4 2017
 DQ7314_MARK LOGO: NJGS
 DQ7314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ7314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7314+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7314
 DQ7314  HISTORY     - Date     Condition        Report By
 DQ7314  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7314
 DQ7314                          STATION DESCRIPTION
 DQ7314
 DQ7314'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7314'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF TUCKAHOE, 3.2 MI
 DQ7314'(5.1 KM) NORTH-NORTHEAST OF MARMORA AND 3.2 MI (5.1 KM) NORTHWEST OF
 DQ7314'OCEAN CITY, IN SOMERS POINT.
 DQ7314'
 DQ7314'THE STATION IS SET IN CONCRETE SLAB AT THE ISLAND NOSE OF THE
 DQ7314'NORTHBOUND GARDEN STATE PARKWAY OFF-RAMP AND U.S. HIGHWAY 9.
 DQ7314'
 DQ7314'IT IS 222 FT (67.7 M) NORTHEAST OF ELECTRIC JUNCTION BOX OF LIGHT
 DQ7314'FIXTURE ON NORTHBOUND SIDE OF U.S. HIGHWAY 9 APPROACHING THE BRIDGE OF
 DQ7314'THE OVERPASS, 23.7 FT (7.2 M) SOUTHEAST OF THE CENTERLINE OF ROUTE 9,
 DQ7314'22.4 FT (6.8 M) NORTHWEST OF EDGE OF ASPHALT PAVEMENT OF NORTHBOUND
 DQ7314'OFF-RAMP OF GARDEN STATE PARKWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8272 ***********************************************************************
 DQ8272  DESIGNATION -  1 Q 5
 DQ8272  PID         -  DQ8272
 DQ8272  STATE/COUNTY-  NJ/ATLANTIC
 DQ8272  COUNTRY     -  US
 DQ8272  USGS QUAD   -  OCEANVILLE (2019)
 DQ8272
 DQ8272                         *CURRENT SURVEY CONTROL
 DQ8272  ______________________________________________________________________
 DQ8272* NAD 83(1986) POSITION- 39 22 56.52   (N) 074 25 36.25   (W)   HD_HELD1
 DQ8272* NAVD 88 ORTHO HEIGHT -     2.777 (meters)        9.11  (feet) ADJUSTED
 DQ8272  ______________________________________________________________________
 DQ8272  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 DQ8272  DYNAMIC HEIGHT  -          2.775 (meters)        9.10  (feet) COMP
 DQ8272  MODELED GRAVITY -    980,110.2   (mgal)                       NAVD 88
 DQ8272
 DQ8272  VERT ORDER      -  FIRST     CLASS II
 DQ8272
 DQ8272.The horizontal coordinates were determined by differentially corrected
 DQ8272.hand held GPS observations or other comparable positioning techniques
 DQ8272.and have an estimated accuracy of +/- 3 meters.
 DQ8272
 DQ8272.The orthometric height was determined by differential leveling and
 DQ8272.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8272.in March 2022.
 DQ8272
 DQ8272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8272.GEOID18 height accuracy estimate available here.
 DQ8272
 DQ8272.Click photographs - Photos may exist for this station.
 DQ8272
 DQ8272.The dynamic height is computed by dividing the NAVD 88
 DQ8272.geopotential number by the normal gravity value computed on the
 DQ8272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8272.degrees latitude (g = 980.6199 gals.).
 DQ8272
 DQ8272.The modeled gravity was interpolated from observed gravity values.
 DQ8272
 DQ8272;                    North         East    Units  Estimated Accuracy
 DQ8272;SPC NJ       -    60,948.8     156,311.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8272
 DQ8272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4937159366(NAD 83)
 DQ8272
 DQ8272                          SUPERSEDED SURVEY CONTROL
 DQ8272
 DQ8272  NAVD 88 (08/07/18)    2.798  (m)            9.18   (f) SUPERSEDED  1 2
 DQ8272
 DQ8272.Superseded values are not recommended for survey control.
 DQ8272
 DQ8272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ8272.See file dsdata.pdf to determine how the superseded data were derived.
 DQ8272
 DQ8272_MARKER: DD = SURVEY DISK
 DQ8272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8272_STAMPING: 1 Q 5 2017
 DQ8272_MARK LOGO: NJGS
 DQ8272_PROJECTION: FLUSH
 DQ8272_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8272+STABILITY: SURFACE MOTION
 DQ8272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8272+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2021
 DQ8272
 DQ8272  HISTORY     - Date     Condition        Report By
 DQ8272  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8272  HISTORY     - 20210527 GOOD             NJGS
 DQ8272
 DQ8272                          STATION DESCRIPTION
 DQ8272
 DQ8272'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8272'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST OF PLEASANTVILLE,
 DQ8272'3.8 MI (6.1 KM) WEST-SOUTHWEST OF BRIGANTINE, IN ATLANTIC CITY.
 DQ8272'
 DQ8272'THE STATION IS SET IN A TRIANGULAR SHAPED TRAFFIC ISLAND (MILEPOST
 DQ8272'0.98)AT THE OFF RAMP FROM THE NORTHBOUND LANES OF N.J. STATE ROUTE 87
 DQ8272'ONTO VERMONT AVENUE (U-TURN AND ROADWAY LEADING TO HARRAH'S CASINO).
 DQ8272'
 DQ8272'THE STATION IS SET 5.7 FT (1.7 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 DQ8272'VERTICAL MEMORIAL PLAQUE (JUSTICE VINCENT S. HANEMAN BRIDGE) IN THE
 DQ8272'CENTER OF THE ISLAND, 11 FT (3.4 M) NORTHEAST OF THE MIDDLE OF 3
 DQ8272'MANHOLES, 22 FT (6.7 M) NORTH-NORTHWEST FROM THE EDGE OF CURB FOR THE
 DQ8272'RAMP, 34.8 FT (10.6 M) SOUTHEAST OF THE EDGE OF CURB OF NEW JERSEY
 DQ8272'STATE ROUTE 87, 122.5 FT (37.3 M) NORTHEAST OF THE SOUTHEAST POINT OF
 DQ8272'THE ISLAND.
 DQ8272
 DQ8272                          STATION RECOVERY (2021)
 DQ8272
 DQ8272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 DQ8272'RECOVERED IN GOOD CONDITION.
 DQ8272'
 DQ8272'NOTE-ADD--THE STATION IS 1 FT (0.3 M) NORTHWEST OF A NJGS WITNESS
 DQ8272'SIGN, 6 FT (1.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MONUMENT,
 DQ8272'7 FT (2.1 M) NORTH-NORTHEAST OF THE NORTHEAST STORM WATER TREATMENT
 DQ8272'MANHOLE, 21 FT (6.4 M) NORTHEAST OF A DOUBLE GRATED INLET, 25 FT (7.6
 DQ8272'M) SOUTHEAST OF A NEWLY CONSTRUCTED HIGH TRANSMISSION TRANSMISSION
 DQ8272'LINE TOWER (80238 30169).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8297 ***********************************************************************
 DQ8297  DESIGNATION -  1 Q 6
 DQ8297  PID         -  DQ8297
 DQ8297  STATE/COUNTY-  NJ/ATLANTIC
 DQ8297  COUNTRY     -  US
 DQ8297  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8297
 DQ8297                         *CURRENT SURVEY CONTROL
 DQ8297  ______________________________________________________________________
 DQ8297* NAD 83(1986) POSITION- 39 23 54.27   (N) 074 31 00.03   (W)   HD_HELD1
 DQ8297* NAVD 88 ORTHO HEIGHT -    10.003 (meters)       32.82  (feet) ADJUSTED
 DQ8297  ______________________________________________________________________
 DQ8297  GEOID HEIGHT    -        -34.157 (meters)                     GEOID18
 DQ8297  DYNAMIC HEIGHT  -          9.997 (meters)       32.80  (feet) COMP
 DQ8297  MODELED GRAVITY -    980,115.4   (mgal)                       NAVD 88
 DQ8297
 DQ8297  VERT ORDER      -  FIRST     CLASS II
 DQ8297
 DQ8297.The horizontal coordinates were determined by differentially corrected
 DQ8297.hand held GPS observations or other comparable positioning techniques
 DQ8297.and have an estimated accuracy of +/- 3 meters.
 DQ8297
 DQ8297.The orthometric height was determined by differential leveling and
 DQ8297.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8297.in August 2018.
 DQ8297
 DQ8297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8297.GEOID18 height accuracy estimate available here.
 DQ8297
 DQ8297.Click photographs - Photos may exist for this station.
 DQ8297
 DQ8297.The dynamic height is computed by dividing the NAVD 88
 DQ8297.geopotential number by the normal gravity value computed on the
 DQ8297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8297.degrees latitude (g = 980.6199 gals.).
 DQ8297
 DQ8297.The modeled gravity was interpolated from observed gravity values.
 DQ8297
 DQ8297;                    North         East    Units  Estimated Accuracy
 DQ8297;SPC NJ       -    62,727.2     148,563.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8297
 DQ8297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4161661101(NAD 83)
 DQ8297
 DQ8297                          SUPERSEDED SURVEY CONTROL
 DQ8297
 DQ8297.No superseded survey control is available for this station.
 DQ8297
 DQ8297_MARKER: DD = SURVEY DISK
 DQ8297_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ8297_SP_SET: BRIDGE ABUTMENT
 DQ8297_STAMPING: 1 Q 6 2017
 DQ8297_MARK LOGO: NJGS
 DQ8297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8297+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 DQ8297
 DQ8297  HISTORY     - Date     Condition        Report By
 DQ8297  HISTORY     - 20170525 MONUMENTED       NJGS
 DQ8297
 DQ8297                          STATION DESCRIPTION
 DQ8297
 DQ8297'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8297'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH-SOUTHWEST OF
 DQ8297'OCEANVILLE, 5.5 MI (8.8 KM) WEST-NORTHWEST OF ATLANTIC CITY, IN
 DQ8297'PLEASANTVILLE.
 DQ8297'
 DQ8297'IN PLEASANTVILLE FROM THE INTERSECTION OF US HIGHWAY 40/322 (BLACK
 DQ8297'HORSE PIKE) AND MAIN STREET (COUNTY ROUTE 585), GO 0.7 MI (1.1 KM)
 DQ8297'NORTHEAST ON MAIN STREET TO THE STATION ON THE LEFT, SET IN THE
 DQ8297'NORTHWEST END OF THE NORTHEAST ABUTMENT IN THE SIDEWALK AREA FOR THE
 DQ8297'MAIN STREET BRIDGE SPANNING THE ATLANTIC CITY EXPRESSWAY.
 DQ8297'
 DQ8297'THE STATION IS 1.3 FT (0.4 M) NORTHWEST OF THE NORTHWEST CURB OF MAIN
 DQ8297'STREET, 12.5 FT (3.8 M) SOUTHWEST OF THE NORTHEAST END OF THE PARAPET
 DQ8297'WALL OF THE BRIDGE, 44.5 FT (13.6 M) SOUTHWEST OF POLE NUMBER P2964,
 DQ8297'83 FT (25.3 M) NORTHEAST OF THE CENTER OF THE BRIDGE, 16.5 FT (5.0 M)
 DQ8297'NORTHWEST OF THE CENTERLINE OF MAIN STREET AND 295 FT (89.9 M)
 DQ8297'SOUTHWEST OF THE CENTERLINE OF EAST MULBERRY AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7243 ***********************************************************************
 DR7243  DESIGNATION -  1 Q 7
 DR7243  PID         -  DR7243
 DR7243  STATE/COUNTY-  NJ/ATLANTIC
 DR7243  COUNTRY     -  US
 DR7243  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7243
 DR7243                         *CURRENT SURVEY CONTROL
 DR7243  ______________________________________________________________________
 DR7243* NAD 83(1986) POSITION- 39 24 30.63   (N) 074 22 11.12   (W)   HD_HELD1
 DR7243* NAVD 88 ORTHO HEIGHT -     1.270 (meters)        4.17  (feet) ADJUSTED
 DR7243  ______________________________________________________________________
 DR7243  GEOID HEIGHT    -        -34.293 (meters)                     GEOID18
 DR7243  DYNAMIC HEIGHT  -          1.269 (meters)        4.16  (feet) COMP
 DR7243  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 DR7243
 DR7243  VERT ORDER      -  FIRST     CLASS II
 DR7243
 DR7243.The horizontal coordinates were determined by differentially corrected
 DR7243.hand held GPS observations or other comparable positioning techniques
 DR7243.and have an estimated accuracy of +/- 3 meters.
 DR7243
 DR7243.The orthometric height was determined by differential leveling and
 DR7243.adjusted by the NATIONAL GEODETIC SURVEY
 DR7243.in March 2022.
 DR7243
 DR7243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7243.GEOID18 height accuracy estimate available here.
 DR7243
 DR7243.Click photographs - Photos may exist for this station.
 DR7243
 DR7243.The dynamic height is computed by dividing the NAVD 88
 DR7243.geopotential number by the normal gravity value computed on the
 DR7243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7243.degrees latitude (g = 980.6199 gals.).
 DR7243
 DR7243.The modeled gravity was interpolated from observed gravity values.
 DR7243
 DR7243;                    North         East    Units  Estimated Accuracy
 DR7243;SPC NJ       -    63,856.4     161,216.3     MT  (+/- 3 meters HH1 GPS) 
 DR7243
 DR7243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5425862300(NAD 83)
 DR7243
 DR7243                          SUPERSEDED SURVEY CONTROL
 DR7243
 DR7243.No superseded survey control is available for this station.
 DR7243
 DR7243_MARKER: DD = SURVEY DISK
 DR7243_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7243_SP_SET: CURB
 DR7243_STAMPING: 1 Q 7 2021
 DR7243_MARK LOGO: NJGS
 DR7243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7243+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 DR7243
 DR7243  HISTORY     - Date     Condition        Report By
 DR7243  HISTORY     - 20210602 MONUMENTED       NJGS
 DR7243
 DR7243                          STATION DESCRIPTION
 DR7243
 DR7243'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DR7243'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF OCEANVILLE,
 DR7243'4.2 MI (6.8 KM) NORTHEAST OF ATLANTIC CITY AND IN THE TOWN OF
 DR7243'BRIGANTINE, NJ.
 DR7243'
 DR7243'TO REACH FROM THE NORTHEAST END OF BRIGANTINE BRIDGE OVER ABSECON
 DR7243'CHANNEL GO EAST ON NEW JERSEY ROUTE 87 (ATLANTIC COUNTY ROAD 638) FOR
 DR7243'1.7 MI (2.7 KM), AT TRAFFIC CIRCLE CONTINUE NORTHEAST ON BAYSHORE
 DR7243'AVENUE FOR 1.47 MI (2.37 KM) FOR 0.01 MI (0.02 KM), TO THE STATION ON
 DR7243'THE RIGHT ON THE NORTHWEST CURB.
 DR7243'
 DR7243'IT IS 67.5 FT (20.6 M) NORTHWEST OF THE CENTERLINE OF STATE MARINA
 DR7243'BAYSHORE AVENUE, 30 FT (9.1 M) SOUTHEAST OF CENTER OF B INLET, 14.75
 DR7243'FT (4.5 M) NORTHEAST OF THE CENTERLINE OF TOM PARK PLACE AND 10.2 FT
 DR7243'(3.1 M) NORTHWEST OF POLE A12386.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6978 ***********************************************************************
 AM6978  DESIGNATION -  1 R 1
 AM6978  PID         -  AM6978
 AM6978  STATE/COUNTY-  NJ/ATLANTIC
 AM6978  COUNTRY     -  US
 AM6978  USGS QUAD   -  OCEAN CITY (2019)
 AM6978
 AM6978                         *CURRENT SURVEY CONTROL
 AM6978  ______________________________________________________________________
 AM6978* NAD 83(1986) POSITION- 39 18 45.7    (N) 074 32 39.2    (W)   HD_HELD2
 AM6978* NAVD 88 ORTHO HEIGHT -     4.092 (meters)       13.43  (feet) ADJUSTED
 AM6978  ______________________________________________________________________
 AM6978  GEOID HEIGHT    -        -34.509 (meters)                     GEOID18
 AM6978  DYNAMIC HEIGHT  -          4.090 (meters)       13.42  (feet) COMP
 AM6978  MODELED GRAVITY -    980,103.2   (mgal)                       NAVD 88
 AM6978
 AM6978  VERT ORDER      -  FIRST     CLASS II
 AM6978
 AM6978.The horizontal coordinates were established by autonomous hand held GPS
 AM6978.observations and have an estimated accuracy of +/- 10 meters.
 AM6978
 AM6978.The orthometric height was determined by differential leveling and
 AM6978.adjusted by the NATIONAL GEODETIC SURVEY
 AM6978.in March 2005.
 AM6978
 AM6978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6978.GEOID18 height accuracy estimate available here.
 AM6978
 AM6978.Click photographs - Photos may exist for this station.
 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       -    53,213.      146,186.      MT  (+/- 10 meters HH2 GPS)
 AM6978
 AM6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3929251576(NAD 83)
 AM6978
 AM6978                          SUPERSEDED SURVEY CONTROL
 AM6978
 AM6978.No superseded survey control is available for this station.
 AM6978
 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 - June 05, 2020
 AM6978
 AM6978  HISTORY     - Date     Condition        Report By
 AM6978  HISTORY     - 2000     MONUMENTED       NJGS
 AM6978  HISTORY     - 20111109 GOOD             INDIV
 AM6978  HISTORY     - 20161020 GOOD             NJGS
 AM6978  HISTORY     - 20200605 GOOD             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.
 AM6978
 AM6978                          STATION RECOVERY (2011)
 AM6978
 AM6978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 AM6978'RECOVERED IN GOOD CONDITION. THERE IS NO CREEK AT THIS LOCATION - THE
 AM6978'AREA HAS BEEN FILLED IN WITH SAND.
 AM6978
 AM6978                          STATION RECOVERY (2016)
 AM6978
 AM6978'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AM6978'THE STATION IS IN THE SIDEWALK AREA AT THE EAST END OF THE EXPOSED
 AM6978'SOUTH ABUTMENT.
 AM6978
 AM6978                          STATION RECOVERY (2020)
 AM6978
 AM6978'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AM6978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8269 ***********************************************************************
 DN8269  DESIGNATION -  1 R 2
 DN8269  PID         -  DN8269
 DN8269  STATE/COUNTY-  NJ/ATLANTIC
 DN8269  COUNTRY     -  US
 DN8269  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8269
 DN8269                         *CURRENT SURVEY CONTROL
 DN8269  ______________________________________________________________________
 DN8269* NAD 83(1986) POSITION- 39 27 13.     (N) 074 31 52.     (W)   SCALED
 DN8269* NAVD 88 ORTHO HEIGHT -    12.326 (meters)       40.44  (feet) ADJUSTED
 DN8269  ______________________________________________________________________
 DN8269  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 DN8269  DYNAMIC HEIGHT  -         12.320 (meters)       40.42  (feet) COMP
 DN8269  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 DN8269
 DN8269  VERT ORDER      -  FIRST     CLASS II
 DN8269
 DN8269.The horizontal coordinates were scaled from a map and have
 DN8269.an estimated accuracy of +/- 6 seconds.
 DN8269
 DN8269.The orthometric height was determined by differential leveling and
 DN8269.adjusted by the NATIONAL GEODETIC SURVEY
 DN8269.in April 2013.
 DN8269
 DN8269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8269.GEOID18 height accuracy estimate available here.
 DN8269
 DN8269.Click photographs - Photos may exist for this station.
 DN8269
 DN8269.The dynamic height is computed by dividing the NAVD 88
 DN8269.geopotential number by the normal gravity value computed on the
 DN8269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8269.degrees latitude (g = 980.6199 gals.).
 DN8269
 DN8269.The modeled gravity was interpolated from observed gravity values.
 DN8269
 DN8269;                    North         East    Units  Estimated Accuracy
 DN8269;SPC NJ       -    68,860.      147,320.      MT  (+/- 180 meters Scaled)
 DN8269
 DN8269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ403672(NAD 83)
 DN8269
 DN8269                          SUPERSEDED SURVEY CONTROL
 DN8269
 DN8269.No superseded survey control is available for this station.
 DN8269
 DN8269_MARKER: DD = SURVEY DISK
 DN8269_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8269_SP_SET: CURB
 DN8269_STAMPING: 1 R 2 2010
 DN8269_MARK LOGO: NJGS
 DN8269_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8269+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 DN8269
 DN8269  HISTORY     - Date     Condition        Report By
 DN8269  HISTORY     - 20100507 MONUMENTED       NJGS
 DN8269
 DN8269                          STATION DESCRIPTION
 DN8269
 DN8269'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8269'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE NORTHWEST SIDE OF
 DN8269'SECOND AVENUE AT THE JUNCTION WITH DAPHNE DRIVE.
 DN8269'
 DN8269'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DN8269'SECOND AVENUE, GO NORTHEAST ON SECOND AVENUE FOR 0.30 MI (0.5 KM) TO
 DN8269'THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN A CURB AT THE
 DN8269'NORTH CORNER OF THE INTERSECTION OF DAPHNE DRIVE AND SECOND AVENUE.
 DN8269'
 DN8269'THE STATION IS 19.1 M (62.7 FT) WEST SOUTHWEST FROM WOOD UTILITY POLE
 DN8269'NUMBER 9301, 9.8 M (32.2 FT) NORTHWEST FROM THE CENTER LINE OF SECOND
 DN8269'AVENUE, 5.5 M (18.0 FT) NORTHEAST FROM THE CENTER LINE OF DAPHNE
 DN8269'DRIVE, 18.0 M (59.1 FT) NORTH NORTHEAST FROM A WOOD UTILITY POLE WITH
 DN8269'NO NUMBER AND 7.6 M (24.9 FT) WEST FROM A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8287 ***********************************************************************
 DN8287  DESIGNATION -  1 R 3
 DN8287  PID         -  DN8287
 DN8287  STATE/COUNTY-  NJ/ATLANTIC
 DN8287  COUNTRY     -  US
 DN8287  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8287
 DN8287                         *CURRENT SURVEY CONTROL
 DN8287  ______________________________________________________________________
 DN8287* NAD 83(1986) POSITION- 39 25 58.33   (N) 074 34 40.27   (W)   HD_HELD1
 DN8287* NAVD 88 ORTHO HEIGHT -    16.029 (meters)       52.59  (feet) ADJUSTED
 DN8287  ______________________________________________________________________
 DN8287  GEOID HEIGHT    -        -33.952 (meters)                     GEOID18
 DN8287  DYNAMIC HEIGHT  -         16.020 (meters)       52.56  (feet) COMP
 DN8287  MODELED GRAVITY -    980,122.2   (mgal)                       NAVD 88
 DN8287
 DN8287  VERT ORDER      -  FIRST     CLASS II
 DN8287
 DN8287.The horizontal coordinates were determined by differentially corrected
 DN8287.hand held GPS observations or other comparable positioning techniques
 DN8287.and have an estimated accuracy of +/- 3 meters.
 DN8287
 DN8287.The orthometric height was determined by differential leveling and
 DN8287.adjusted by the NATIONAL GEODETIC SURVEY
 DN8287.in April 2013.
 DN8287
 DN8287.No vertical observational check was made to the station.
 DN8287
 DN8287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8287.GEOID18 height accuracy estimate available here.
 DN8287
 DN8287.Click photographs - Photos may exist for this station.
 DN8287
 DN8287.The dynamic height is computed by dividing the NAVD 88
 DN8287.geopotential number by the normal gravity value computed on the
 DN8287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8287.degrees latitude (g = 980.6199 gals.).
 DN8287
 DN8287.The modeled gravity was interpolated from observed gravity values.
 DN8287
 DN8287;                    North         East    Units  Estimated Accuracy
 DN8287;SPC NJ       -    66,555.6     143,297.8     MT  (+/- 3 meters HH1 GPS) 
 DN8287
 DN8287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3633064899(NAD 83)
 DN8287
 DN8287                          SUPERSEDED SURVEY CONTROL
 DN8287
 DN8287.No superseded survey control is available for this station.
 DN8287
 DN8287_MARKER: DD = SURVEY DISK
 DN8287_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8287_SP_SET: CULVERT HEADWALL
 DN8287_STAMPING: 1 R 3 2010
 DN8287_MARK LOGO: NJGS
 DN8287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8287+STABILITY: SURFACE MOTION
 DN8287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8287+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2018
 DN8287
 DN8287  HISTORY     - Date     Condition        Report By
 DN8287  HISTORY     - 20100514 MONUMENTED       NJGS
 DN8287  HISTORY     - 20180605 GOOD             NJGS
 DN8287
 DN8287                          STATION DESCRIPTION
 DN8287
 DN8287'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8287'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE EAST SIDE OF THE
 DN8287'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8287'LEADING TO THE ATLANTIC CITY INTERNATIONAL AIRPORT.
 DN8287'
 DN8287'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE INTERSECTION OF
 DN8287'TILTON ROAD, COUNTY ROAD 563, DELILAH ROAD, COUNTY ROAD 646 AND THE
 DN8287'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8287'GO NORTH-NORTHEAST ON AMELIA EARHART BOULEVARD FOR 0.1 MI (0.2 KM) TO
 DN8287'THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE CENTER OF A
 DN8287'TWIN PIPE CULVERT HEAD WALL ON THE SOUTH SIDE OF THE ENTRANCE DRIVE
 DN8287'LEADING TO A WAWA CONVENIENCE STORE FROM AMELIA EARHART BOULEVARD.
 DN8287'
 DN8287'THE STATION IS 50.0 FT (15.2 M) SOUTH-SOUTHEAST FROM THE CENTER LINE
 DN8287'OF AMELIA EARHART BOULEVARD, 40.3 FT (12.3 M) WEST FROM THE CENTER
 DN8287'LINE OF THE DRIVEWAY LEADING TO THE WAWA CONVENIENCE STORE, 200.0 FT
 DN8287'(61.0 M) WEST FROM A LARGE AIRPORT SIGN (FAA WILLIAM J. HUGHES
 DN8287'TECHNICAL CENTER, AC INTERNATIONAL AIRPORT) AND 15.0 FT (4.6 M)
 DN8287'SOUTH-SOUTHEAST FROM THE SOUTH CURB OF AMELIA EARHART BOULEVARD.
 DN8287
 DN8287                          STATION RECOVERY (2018)
 DN8287
 DN8287'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DN8287'IT IS 7.9 M (25.9 FT) WEST OF DRAINAGE INLET ON DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8247 ***********************************************************************
 DQ8247  DESIGNATION -  1 R 4
 DQ8247  PID         -  DQ8247
 DQ8247  STATE/COUNTY-  NJ/ATLANTIC
 DQ8247  COUNTRY     -  US
 DQ8247  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8247
 DQ8247                         *CURRENT SURVEY CONTROL
 DQ8247  ______________________________________________________________________
 DQ8247* NAD 83(1986) POSITION- 39 20 38.70   (N) 074 27 57.24   (W)   HD_HELD1
 DQ8247* NAVD 88 ORTHO HEIGHT -     2.705 (meters)        8.87  (feet) ADJUSTED
 DQ8247  ______________________________________________________________________
 DQ8247  GEOID HEIGHT    -        -34.459 (meters)                     GEOID18
 DQ8247  DYNAMIC HEIGHT  -          2.704 (meters)        8.87  (feet) COMP
 DQ8247  MODELED GRAVITY -    980,105.1   (mgal)                       NAVD 88
 DQ8247
 DQ8247  VERT ORDER      -  FIRST     CLASS II
 DQ8247
 DQ8247.The horizontal coordinates were determined by differentially corrected
 DQ8247.hand held GPS observations or other comparable positioning techniques
 DQ8247.and have an estimated accuracy of +/- 3 meters.
 DQ8247
 DQ8247.The orthometric height was determined by differential leveling and
 DQ8247.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8247.in August 2018.
 DQ8247
 DQ8247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8247.GEOID18 height accuracy estimate available here.
 DQ8247
 DQ8247.Click photographs - Photos may exist for this station.
 DQ8247
 DQ8247.The dynamic height is computed by dividing the NAVD 88
 DQ8247.geopotential number by the normal gravity value computed on the
 DQ8247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8247.degrees latitude (g = 980.6199 gals.).
 DQ8247
 DQ8247.The modeled gravity was interpolated from observed gravity values.
 DQ8247
 DQ8247;                    North         East    Units  Estimated Accuracy
 DQ8247;SPC NJ       -    56,696.9     152,939.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8247
 DQ8247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4602355097(NAD 83)
 DQ8247
 DQ8247                          SUPERSEDED SURVEY CONTROL
 DQ8247
 DQ8247.No superseded survey control is available for this station.
 DQ8247
 DQ8247_MARKER: DD = SURVEY DISK
 DQ8247_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8247_SP_SET: ELECTRICAL MANHOLE RIM
 DQ8247_STAMPING: 1 R 4 2017
 DQ8247_MARK LOGO: NJGS
 DQ8247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8247+STABILITY: SURFACE MOTION
 DQ8247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8247+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2017
 DQ8247
 DQ8247  HISTORY     - Date     Condition        Report By
 DQ8247  HISTORY     - 20170412 MONUMENTED       NJGS
 DQ8247
 DQ8247                          STATION DESCRIPTION
 DQ8247
 DQ8247'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8247'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF BRIGANTINE,
 DQ8247'4.4 MI (7.1 KM) SOUTHEAST OF PLEASANTVILLE AND 2.7 MI (4.3 KM)
 DQ8247'WEST-SOUTHWEST OF ATLANTIC CITY, IN VENTNOR CITY.
 DQ8247'
 DQ8247'IN VENTNOR CITY, ON THE SOUTHWEST CORNER OF THE JUNCTION OF ATLANTIC
 DQ8247'AVENUE AND VASSAR SQUARE, SET IN A DRILL HOLE IN AN RECTANGULAR
 DQ8247'ELECTRICAL MANHOLE RIM.
 DQ8247'
 DQ8247'THE STATION IS 11 FT (3.4 M) SOUTHEAST OF THE SOUTHEAST CURB EXTENDED
 DQ8247'OF ATLANTIC AVENUE, 5 FT (1.5 M) SOUTHWEST OF THE SOUTHWEST CURB
 DQ8247'EXTENDED OF VASSAR SQUARE, 2 FT (0.6 M) SOUTHWEST OF THE TRAFFIC
 DQ8247'SIGNAL, 6.8 FT (2.1 M) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 DQ8247'WALL SURROUNDING A PARKING LOT, 3.6 FT (1.1 M) WEST-NORTHWEST OF A
 DQ8247'FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8273 ***********************************************************************
 DQ8273  DESIGNATION -  1 R 5
 DQ8273  PID         -  DQ8273
 DQ8273  STATE/COUNTY-  NJ/ATLANTIC
 DQ8273  COUNTRY     -  US
 DQ8273  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8273
 DQ8273                         *CURRENT SURVEY CONTROL
 DQ8273  ______________________________________________________________________
 DQ8273* NAD 83(1986) POSITION- 39 22 10.28   (N) 074 25 24.63   (W)   HD_HELD1
 DQ8273* NAVD 88 ORTHO HEIGHT -     1.536 (meters)        5.04  (feet) ADJUSTED
 DQ8273  ______________________________________________________________________
 DQ8273  GEOID HEIGHT    -        -34.397 (meters)                     GEOID18
 DQ8273  DYNAMIC HEIGHT  -          1.535 (meters)        5.04  (feet) COMP
 DQ8273  MODELED GRAVITY -    980,107.6   (mgal)                       NAVD 88
 DQ8273
 DQ8273  VERT ORDER      -  FIRST     CLASS II
 DQ8273
 DQ8273.The horizontal coordinates were determined by differentially corrected
 DQ8273.hand held GPS observations or other comparable positioning techniques
 DQ8273.and have an estimated accuracy of +/- 3 meters.
 DQ8273
 DQ8273.The orthometric height was determined by differential leveling and
 DQ8273.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8273.in August 2018.
 DQ8273
 DQ8273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8273.GEOID18 height accuracy estimate available here.
 DQ8273
 DQ8273.Click photographs - Photos may exist for this station.
 DQ8273
 DQ8273.The dynamic height is computed by dividing the NAVD 88
 DQ8273.geopotential number by the normal gravity value computed on the
 DQ8273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8273.degrees latitude (g = 980.6199 gals.).
 DQ8273
 DQ8273.The modeled gravity was interpolated from observed gravity values.
 DQ8273
 DQ8273;                    North         East    Units  Estimated Accuracy
 DQ8273;SPC NJ       -    59,523.1     156,590.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8273
 DQ8273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4965857942(NAD 83)
 DQ8273
 DQ8273                          SUPERSEDED SURVEY CONTROL
 DQ8273
 DQ8273.No superseded survey control is available for this station.
 DQ8273
 DQ8273_MARKER: DD = SURVEY DISK
 DQ8273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8273_SP_SET: SIGN BASE
 DQ8273_STAMPING: 1 R 5 2017
 DQ8273_MARK LOGO: NJGS
 DQ8273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8273+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 DQ8273
 DQ8273  HISTORY     - Date     Condition        Report By
 DQ8273  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8273  HISTORY     - 20210512 GOOD             NJGS
 DQ8273
 DQ8273                          STATION DESCRIPTION
 DQ8273
 DQ8273'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8273'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-SOUTHEAST OF
 DQ8273'PLEASANTVILLE, 4.2 MI (6.8 KM) SOUTHWEST OF BRIGANTINE AND IN THE TOWN
 DQ8273'OF ATLANTIC CITY, NJ.
 DQ8273'
 DQ8273'THE STATION IS SET IN A DRILL HOLE IN THE BASE OF A SIGN BRIDGE ON THE
 DQ8273'NORTHEAST SIDE OF U.S. ROUTE 30 (ABSECON BOULEVARD) NEAR THE JUNCTION
 DQ8273'WITH MEDITERRANEAN AND DELAWARE AVENUES.
 DQ8273'
 DQ8273'THE STATION IS 4 FT (1.2 M) NORTHEAST OF A GUIDE RAIL, 13, 5 FT (1.5
 DQ8273'M) NORTHEAST OF THE CURB OF U.S. HIGHWAY 30, 49 FT (14.9 M)
 DQ8273'EAST-SOUTHEAST OF THE EAST CORNER OF A FUNERAL HOME, 25 FT (7.6 M)
 DQ8273'EAST OF A FIRE HYDRANT.
 DQ8273
 DQ8273                          STATION RECOVERY (2021)
 DQ8273
 DQ8273'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DQ8273'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8298 ***********************************************************************
 DQ8298  DESIGNATION -  1 R 6
 DQ8298  PID         -  DQ8298
 DQ8298  STATE/COUNTY-  NJ/ATLANTIC
 DQ8298  COUNTRY     -  US
 DQ8298  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8298
 DQ8298                         *CURRENT SURVEY CONTROL
 DQ8298  ______________________________________________________________________
 DQ8298* NAD 83(1986) POSITION- 39 23 30.70   (N) 074 31 21.16   (W)   HD_HELD1
 DQ8298* NAVD 88 ORTHO HEIGHT -     8.896 (meters)       29.19  (feet) ADJUSTED
 DQ8298  ______________________________________________________________________
 DQ8298  GEOID HEIGHT    -        -34.180 (meters)                     GEOID18
 DQ8298  DYNAMIC HEIGHT  -          8.892 (meters)       29.17  (feet) COMP
 DQ8298  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 DQ8298
 DQ8298  VERT ORDER      -  FIRST     CLASS II
 DQ8298
 DQ8298.The horizontal coordinates were determined by differentially corrected
 DQ8298.hand held GPS observations or other comparable positioning techniques
 DQ8298.and have an estimated accuracy of +/- 3 meters.
 DQ8298
 DQ8298.The orthometric height was determined by differential leveling and
 DQ8298.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8298.in August 2018.
 DQ8298
 DQ8298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8298.GEOID18 height accuracy estimate available here.
 DQ8298
 DQ8298.Click photographs - Photos may exist for this station.
 DQ8298
 DQ8298.The dynamic height is computed by dividing the NAVD 88
 DQ8298.geopotential number by the normal gravity value computed on the
 DQ8298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8298.degrees latitude (g = 980.6199 gals.).
 DQ8298
 DQ8298.The modeled gravity was interpolated from observed gravity values.
 DQ8298
 DQ8298;                    North         East    Units  Estimated Accuracy
 DQ8298;SPC NJ       -    62,000.5     148,058.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8298
 DQ8298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4111460372(NAD 83)
 DQ8298
 DQ8298                          SUPERSEDED SURVEY CONTROL
 DQ8298
 DQ8298.No superseded survey control is available for this station.
 DQ8298
 DQ8298_MARKER: DD = SURVEY DISK
 DQ8298_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8298+WITH SETTING: PAVEMENT
 DQ8298_SP_SET: TRAFFIC SIGNAL BASE
 DQ8298_STAMPING: 1 R 6 2017
 DQ8298_MARK LOGO: NJGS
 DQ8298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8298+STABILITY: SURFACE MOTION
 DQ8298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8298+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2017
 DQ8298
 DQ8298  HISTORY     - Date     Condition        Report By
 DQ8298  HISTORY     - 20170525 MONUMENTED       NJGS
 DQ8298
 DQ8298                          STATION DESCRIPTION
 DQ8298
 DQ8298'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8298'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF
 DQ8298'OCEANVILLE, 5.6 MI (9.0 KM) WEST-NORTHWEST OF ATLANTIC CITY, IN
 DQ8298'PLEASANTVILLE.
 DQ8298'
 DQ8298'IN PLEASANTVILLE FROM THE INTERSECTION OF US HIGHWAY 40/322 (BLACK
 DQ8298'HORSE PIKE) AND MAIN STREET (COUNTY ROUTE 585), GO 0.15 MI (0.24 KM)
 DQ8298'NORTHEAST ON MAIN STREET TO THE STATION ON THE LEFT, SET IN A DRILL
 DQ8298'HOLE IN THE SOUTH CORNER OF THE 3 FT (0.9 M) SQUARE BASE OF A TRAFFIC
 DQ8298'SIGNAL ON THE SOUTHEAST CORNER OF THE JUNCTION OF MAIN STREET (COUNTY
 DQ8298'ROUTE 585) AND WASHINGTON AVENUE (COUNTY ROUTE 608).
 DQ8298'
 DQ8298'THE STATION IS 1.5 FT (0.5 M) SOUTH OF THE SIGNAL MAST, 10.2 FT (3.1
 DQ8298'M) NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET, 25 FT (7.6 M)
 DQ8298'NORTHWEST OF THE CENTERLINE OF MAIN STREET, 3.5 FT (1.1 M) SOUTHWEST
 DQ8298'OF THE SOUTHWEST CURB OF WASHINGTON AVENUE, 19 FT (5.8 M) SOUTHWEST OF
 DQ8298'THE CENTERLINE OF WASHINGTON AVENUE AND 15.5 FT (4.7 M) NORTH OF A
 DQ8298'FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7242 ***********************************************************************
 DR7242  DESIGNATION -  1 R 7
 DR7242  PID         -  DR7242
 DR7242  STATE/COUNTY-  NJ/ATLANTIC
 DR7242  COUNTRY     -  US
 DR7242  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7242
 DR7242                         *CURRENT SURVEY CONTROL
 DR7242  ______________________________________________________________________
 DR7242* NAD 83(1986) POSITION- 39 24 13.18   (N) 074 22 28.16   (W)   HD_HELD1
 DR7242* NAVD 88 ORTHO HEIGHT -     1.762 (meters)        5.78  (feet) ADJUSTED
 DR7242  ______________________________________________________________________
 DR7242  GEOID HEIGHT    -        -34.309 (meters)                     GEOID18
 DR7242  DYNAMIC HEIGHT  -          1.761 (meters)        5.78  (feet) COMP
 DR7242  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 DR7242
 DR7242  VERT ORDER      -  FIRST     CLASS II
 DR7242
 DR7242.The horizontal coordinates were determined by differentially corrected
 DR7242.hand held GPS observations or other comparable positioning techniques
 DR7242.and have an estimated accuracy of +/- 3 meters.
 DR7242
 DR7242.The orthometric height was determined by differential leveling and
 DR7242.adjusted by the NATIONAL GEODETIC SURVEY
 DR7242.in March 2022.
 DR7242
 DR7242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7242.GEOID18 height accuracy estimate available here.
 DR7242
 DR7242.Click photographs - Photos may exist for this station.
 DR7242
 DR7242.The dynamic height is computed by dividing the NAVD 88
 DR7242.geopotential number by the normal gravity value computed on the
 DR7242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7242.degrees latitude (g = 980.6199 gals.).
 DR7242
 DR7242.The modeled gravity was interpolated from observed gravity values.
 DR7242
 DR7242;                    North         East    Units  Estimated Accuracy
 DR7242;SPC NJ       -    63,317.7     160,809.4     MT  (+/- 3 meters HH1 GPS) 
 DR7242
 DR7242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5385561759(NAD 83)
 DR7242
 DR7242                          SUPERSEDED SURVEY CONTROL
 DR7242
 DR7242.No superseded survey control is available for this station.
 DR7242
 DR7242_MARKER: DD = SURVEY DISK
 DR7242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7242_SP_SET: CURB
 DR7242_STAMPING: 1 R 7 2021
 DR7242_MARK LOGO: NJGS
 DR7242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7242+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 DR7242
 DR7242  HISTORY     - Date     Condition        Report By
 DR7242  HISTORY     - 20210602 MONUMENTED       NJGS
 DR7242
 DR7242                          STATION DESCRIPTION
 DR7242
 DR7242'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DR7242'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF OCEANVILLE,
 DR7242'3.8 MI (6.1 KM) NORTHEAST OF ATLANTIC CITY AND 0.7 MI (1.1 KM)
 DR7242'SOUTHWEST OF BRIGANTINE.
 DR7242'
 DR7242'TO REACH FROM THE NORTHEAST END OF BRIGANTINE BRIDGE OVER ABSECON
 DR7242'CHANNEL GO EAST ON NEW JERSEY ROUTE 87 (ATLANTIC COUNTY ROAD 638) FOR
 DR7242'1.7 MI (2.7 KM), AT TRAFFIC CIRCLE CONTINUE NORTHEAST ON BAYSHORE
 DR7242'AVENUE FOR 1.0 MI (1.6 KM).  TURN RIGHT ON 14TH STREET FOR 0.01 MI
 DR7242'(0.02 KM) TO THE STATION ON THE RIGHT ON THE NORTHEAST SIDE OF
 DR7242'TRIANGULAR ISLAND.
 DR7242'
 DR7242'IT IS 76.75 FT (23.4 M) SOUTH-SOUTHEAST OF POLE NUMBERED A8139, 41.75
 DR7242'FT (12.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF W BEACH AVENUE, 40.83
 DR7242'FT (12.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF BAYSHORE AVENUE, 34.5
 DR7242'FT (10.5 M) WEST OF FIRE HYDRANT AND 15.5 FT (4.7 M) WEST-SOUTHWEST OF
 DR7242'THE CENTERLINE OF 14TH ST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6987 ***********************************************************************
 AM6987  DESIGNATION -  1 S 1
 AM6987  PID         -  AM6987
 AM6987  STATE/COUNTY-  NJ/ATLANTIC
 AM6987  COUNTRY     -  US
 AM6987  USGS QUAD   -  OCEAN CITY (2019)
 AM6987
 AM6987                         *CURRENT SURVEY CONTROL
 AM6987  ______________________________________________________________________
 AM6987* NAD 83(1986) POSITION- 39 18 56.     (N) 074 36 19.     (W)   SCALED
 AM6987* NAVD 88 ORTHO HEIGHT -     7.194 (meters)       23.60  (feet) ADJUSTED
 AM6987  ______________________________________________________________________
 AM6987  GEOID HEIGHT    -        -34.435 (meters)                     GEOID18
 AM6987  DYNAMIC HEIGHT  -          7.190 (meters)       23.59  (feet) COMP
 AM6987  MODELED GRAVITY -    980,105.1   (mgal)                       NAVD 88
 AM6987
 AM6987  VERT ORDER      -  FIRST     CLASS II
 AM6987
 AM6987.The horizontal coordinates were scaled from a map and have
 AM6987.an estimated accuracy of +/- 6 seconds.
 AM6987
 AM6987.The orthometric height was determined by differential leveling and
 AM6987.adjusted by the NATIONAL GEODETIC SURVEY
 AM6987.in March 2005.
 AM6987
 AM6987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6987.GEOID18 height accuracy estimate available here.
 AM6987
 AM6987.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ340518(NAD 83)
 AM6987
 AM6987                          SUPERSEDED SURVEY CONTROL
 AM6987
 AM6987.No superseded survey control is available for this station.
 AM6987
 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 = JULY 24, 2026 22:12:30 EDT
 DN8270 ***********************************************************************
 DN8270  DESIGNATION -  1 S 2
 DN8270  PID         -  DN8270
 DN8270  STATE/COUNTY-  NJ/ATLANTIC
 DN8270  COUNTRY     -  US
 DN8270  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8270
 DN8270                         *CURRENT SURVEY CONTROL
 DN8270  ______________________________________________________________________
 DN8270* NAD 83(1986) POSITION- 39 27 06.     (N) 074 32 11.     (W)   SCALED
 DN8270* NAVD 88 ORTHO HEIGHT -    15.516 (meters)       50.91  (feet) ADJUSTED
 DN8270  ______________________________________________________________________
 DN8270  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 DN8270  DYNAMIC HEIGHT  -         15.509 (meters)       50.88  (feet) COMP
 DN8270  MODELED GRAVITY -    980,124.7   (mgal)                       NAVD 88
 DN8270
 DN8270  VERT ORDER      -  FIRST     CLASS II
 DN8270
 DN8270.The horizontal coordinates were scaled from a map and have
 DN8270.an estimated accuracy of +/- 6 seconds.
 DN8270
 DN8270.The orthometric height was determined by differential leveling and
 DN8270.adjusted by the NATIONAL GEODETIC SURVEY
 DN8270.in April 2013.
 DN8270
 DN8270.No vertical observational check was made to the station.
 DN8270
 DN8270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8270.GEOID18 height accuracy estimate available here.
 DN8270
 DN8270.Click photographs - Photos may exist for this station.
 DN8270
 DN8270.The dynamic height is computed by dividing the NAVD 88
 DN8270.geopotential number by the normal gravity value computed on the
 DN8270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8270.degrees latitude (g = 980.6199 gals.).
 DN8270
 DN8270.The modeled gravity was interpolated from observed gravity values.
 DN8270
 DN8270;                    North         East    Units  Estimated Accuracy
 DN8270;SPC NJ       -    68,640.      146,870.      MT  (+/- 180 meters Scaled)
 DN8270
 DN8270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ398670(NAD 83)
 DN8270
 DN8270                          SUPERSEDED SURVEY CONTROL
 DN8270
 DN8270.No superseded survey control is available for this station.
 DN8270
 DN8270_MARKER: DD = SURVEY DISK
 DN8270_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN8270_SP_SET: BRIDGE ABUTMENT BREASTWALL
 DN8270_STAMPING: 1 S 2 2010
 DN8270_MARK LOGO: NJGS
 DN8270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8270+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DN8270
 DN8270  HISTORY     - Date     Condition        Report By
 DN8270  HISTORY     - 20100506 MONUMENTED       NJGS
 DN8270
 DN8270                          STATION DESCRIPTION
 DN8270
 DN8270'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8270'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF EGG HARBOR
 DN8270'CITY, 4.3 MI (6.9 KM) NORTH OF PLEASANTVILLE AND 4.3 MI (6.9 KM)
 DN8270'WEST-SOUTHWEST OF OCEANVILLE.
 DN8270'
 DN8270'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE NORTHEAST SIDE OF
 DN8270'U.S. HIGHWAY 30, SET FLUSH VERTICALLY IN A DRILL HOLE AT THE EAST
 DN8270'CORNER OF THE SOUTH FACE OF THE NORTH ABUTMENT BREAST WALL OF THE
 DN8270'BRIDGE CARRYING THE NORTH BOUND LANES OF THE GARDEN STATE PARKWAY OVER
 DN8270'U.S. HIGHWAY 30.
 DN8270'
 DN8270'THE STATION IS 65.0 FT (19.8 M) NORTHWEST FROM WOOD UTILITY POLE
 DN8270'NUMBER P8569, 13.0 FT (4.0 M) NORTH FROM THE NORTHEAST CURB OF THE
 DN8270'WESTBOUND LANES OF U.S. HIGHWAY 30, 101.3 FT (30.9 M) EAST FROM THE
 DN8270'WEST CORNER OF THE NORTH ABUTMENT BREAST WALL AND 3.5 FT (1.1 M) WEST
 DN8270'FROM THE EAST CORNER OF THE NORTH ABUTMENT BREAST WALL.  THE STATION
 DN8270'IS ABOUT 3.5 FT (1.1 M) ABOVE THE LEVEL OF U.S. HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8288 ***********************************************************************
 DN8288  DESIGNATION -  1 S 3
 DN8288  PID         -  DN8288
 DN8288  STATE/COUNTY-  NJ/ATLANTIC
 DN8288  COUNTRY     -  US
 DN8288  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8288
 DN8288                         *CURRENT SURVEY CONTROL
 DN8288  ______________________________________________________________________
 DN8288* NAD 83(1986) POSITION- 39 26 15.60   (N) 074 34 13.46   (W)   HD_HELD1
 DN8288* NAVD 88 ORTHO HEIGHT -    12.456 (meters)       40.87  (feet) ADJUSTED
 DN8288  ______________________________________________________________________
 DN8288  GEOID HEIGHT    -        -33.939 (meters)                     GEOID18
 DN8288  DYNAMIC HEIGHT  -         12.449 (meters)       40.84  (feet) COMP
 DN8288  MODELED GRAVITY -    980,122.7   (mgal)                       NAVD 88
 DN8288
 DN8288  VERT ORDER      -  FIRST     CLASS II
 DN8288
 DN8288.The horizontal coordinates were determined by differentially corrected
 DN8288.hand held GPS observations or other comparable positioning techniques
 DN8288.and have an estimated accuracy of +/- 3 meters.
 DN8288
 DN8288.The orthometric height was determined by differential leveling and
 DN8288.adjusted by the NATIONAL GEODETIC SURVEY
 DN8288.in April 2013.
 DN8288
 DN8288.No vertical observational check was made to the station.
 DN8288
 DN8288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8288.GEOID18 height accuracy estimate available here.
 DN8288
 DN8288.Click photographs - Photos may exist for this station.
 DN8288
 DN8288.The dynamic height is computed by dividing the NAVD 88
 DN8288.geopotential number by the normal gravity value computed on the
 DN8288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8288.degrees latitude (g = 980.6199 gals.).
 DN8288
 DN8288.The modeled gravity was interpolated from observed gravity values.
 DN8288
 DN8288;                    North         East    Units  Estimated Accuracy
 DN8288;SPC NJ       -    67,087.6     143,939.4     MT  (+/- 3 meters HH1 GPS) 
 DN8288
 DN8288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3696965434(NAD 83)
 DN8288
 DN8288                          SUPERSEDED SURVEY CONTROL
 DN8288
 DN8288.No superseded survey control is available for this station.
 DN8288
 DN8288_MARKER: DD = SURVEY DISK
 DN8288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8288_SP_SET: CULVERT HEADWALL
 DN8288_STAMPING: 1 S 3 2010
 DN8288_MARK LOGO: NJGS
 DN8288_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8288+STABILITY: SURFACE MOTION
 DN8288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8288+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2019
 DN8288
 DN8288  HISTORY     - Date     Condition        Report By
 DN8288  HISTORY     - 20100514 MONUMENTED       NJGS
 DN8288  HISTORY     - 20190208 GOOD             BASE9
 DN8288
 DN8288                          STATION DESCRIPTION
 DN8288
 DN8288'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8288'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE WEST SIDE OF THE
 DN8288'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8288'LEADING TO THE ATLANTIC CITY INTERNATIONAL AIRPORT.
 DN8288'
 DN8288'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE INTERSECTION OF
 DN8288'TILTON ROAD, COUNTY ROAD 563, DELILAH ROAD, COUNTY ROAD 646 AND THE
 DN8288'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8288'GO EAST-NORTHEAST ON AMELIA EARHART BOULEVARD FOR 0.6 MI (1.0 KM) TO
 DN8288'THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE EAST CORNER
 DN8288'OF A CONCRETE CULVERT HEAD WALL, OPPOSITE AND ACROSS AMELIA EARHART
 DN8288'BOULEVARD FROM A PAVED ROAD LEADING TO THE FAA 6 MAST FACILITY.
 DN8288'
 DN8288'THE STATION IS 26.0 FT (7.9 M) WEST-NORTHWEST FROM THE CENTER OF THE
 DN8288'SOUTHBOUND LANES OF AMELIA EARHART BOULEVARD, 12.7 FT (3.9 M)
 DN8288'SOUTHEAST FROM A 10 FT (3.0 M) HIGH CHAIN LINK FENCE, 11.5 FT (3.5 M)
 DN8288'NORTHWEST FROM A TRAFFIC SIGN, ONE WAY AND 39.0 FT (11.9 M) SOUTHWEST
 DN8288'FROM A TRAFFIC SIGN, WRONG WAY WITH WITNESS SIGN ATTACHED.
 DN8288
 DN8288                          STATION RECOVERY (2019)
 DN8288
 DN8288'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (DRD)
 DN8288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8248 ***********************************************************************
 DQ8248  DESIGNATION -  1 S 4
 DQ8248  PID         -  DQ8248
 DQ8248  STATE/COUNTY-  NJ/ATLANTIC
 DQ8248  COUNTRY     -  US
 DQ8248  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8248
 DQ8248                         *CURRENT SURVEY CONTROL
 DQ8248  ______________________________________________________________________
 DQ8248* NAD 83(1986) POSITION- 39 20 53.64   (N) 074 27 28.90   (W)   HD_HELD1
 DQ8248* NAVD 88 ORTHO HEIGHT -     4.142 (meters)       13.59  (feet) ADJUSTED
 DQ8248  ______________________________________________________________________
 DQ8248  GEOID HEIGHT    -        -34.450 (meters)                     GEOID18
 DQ8248  DYNAMIC HEIGHT  -          4.140 (meters)       13.58  (feet) COMP
 DQ8248  MODELED GRAVITY -    980,105.5   (mgal)                       NAVD 88
 DQ8248
 DQ8248  VERT ORDER      -  FIRST     CLASS II
 DQ8248
 DQ8248.The horizontal coordinates were determined by differentially corrected
 DQ8248.hand held GPS observations or other comparable positioning techniques
 DQ8248.and have an estimated accuracy of +/- 3 meters.
 DQ8248
 DQ8248.The orthometric height was determined by differential leveling and
 DQ8248.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8248.in August 2018.
 DQ8248
 DQ8248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8248.GEOID18 height accuracy estimate available here.
 DQ8248
 DQ8248.Click photographs - Photos may exist for this station.
 DQ8248
 DQ8248.The dynamic height is computed by dividing the NAVD 88
 DQ8248.geopotential number by the normal gravity value computed on the
 DQ8248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8248.degrees latitude (g = 980.6199 gals.).
 DQ8248
 DQ8248.The modeled gravity was interpolated from observed gravity values.
 DQ8248
 DQ8248;                    North         East    Units  Estimated Accuracy
 DQ8248;SPC NJ       -    57,157.9     153,617.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8248
 DQ8248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4669955561(NAD 83)
 DQ8248
 DQ8248                          SUPERSEDED SURVEY CONTROL
 DQ8248
 DQ8248.No superseded survey control is available for this station.
 DQ8248
 DQ8248_MARKER: DD = SURVEY DISK
 DQ8248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8248_SP_SET: BRICKWALL
 DQ8248_STAMPING: 1 S 4 2017
 DQ8248_MARK LOGO: NJGS
 DQ8248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8248+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2017
 DQ8248
 DQ8248  HISTORY     - Date     Condition        Report By
 DQ8248  HISTORY     - 20170412 MONUMENTED       NJGS
 DQ8248
 DQ8248                          STATION DESCRIPTION
 DQ8248
 DQ8248'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8248'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF BRIGANTINE,
 DQ8248'4.6 MI (7.4 KM) SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8248'
 DQ8248'IN ATLANTIC CITY, AT THE NORTHEAST CORNER OF THE JUNCTION OF ATLANTIC
 DQ8248'AVENUE AND ANNAPOLIS AVENUE, SET VERTICALLY IN A DRILL HOLE, AT THE AT
 DQ8248'THE SOUTH-SOUTHWEST CORNER IN THE SOUTHEAST FACING WALL OF THE
 DQ8248'FIREHOUSE NUMBER 6(CHIEF FRANKLIN W.KEMP FIRE STATION).
 DQ8248'
 DQ8248'THE STATION IS 26.4 FT (8.0 M) NORTHWEST OF THE NORTHWEST CURB OF
 DQ8248'ATLANTIC AVENUE, 23.5 FT (7.2 M) NORTHEAST OF THE NORTHEAST CURB OF
 DQ8248'ANNAPOLIS AVENUE, 1 FT (0.3 M) NORTHEAST OF THE SOUTHWEST CORNER OF
 DQ8248'THE BUILDING, 19 FT (5.8 M) SOUTHWEST OF THE CENTER COLUMN FOR THE
 DQ8248'DOORS OF THE TRUCK BAYS, 22 FT (6.7 M) NORTHEAST OF A FIRE HYDRANT.
 DQ8248'
 DQ8248'NOTE-THE STATION IS ABOUT 4.1 FT (1.2 M) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8274 ***********************************************************************
 DQ8274  DESIGNATION -  1 S 5
 DQ8274  PID         -  DQ8274
 DQ8274  STATE/COUNTY-  NJ/ATLANTIC
 DQ8274  COUNTRY     -  US
 DQ8274  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8274
 DQ8274                         *CURRENT SURVEY CONTROL
 DQ8274  ______________________________________________________________________
 DQ8274* NAD 83(1986) POSITION- 39 22 09.52   (N) 074 25 35.12   (W)   HD_HELD1
 DQ8274* NAVD 88 ORTHO HEIGHT -     1.855 (meters)        6.09  (feet) ADJUSTED
 DQ8274  ______________________________________________________________________
 DQ8274  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 DQ8274  DYNAMIC HEIGHT  -          1.854 (meters)        6.08  (feet) COMP
 DQ8274  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 DQ8274
 DQ8274  VERT ORDER      -  FIRST     CLASS II
 DQ8274
 DQ8274.The horizontal coordinates were determined by differentially corrected
 DQ8274.hand held GPS observations or other comparable positioning techniques
 DQ8274.and have an estimated accuracy of +/- 3 meters.
 DQ8274
 DQ8274.The orthometric height was determined by differential leveling and
 DQ8274.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8274.in August 2018.
 DQ8274
 DQ8274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8274.GEOID18 height accuracy estimate available here.
 DQ8274
 DQ8274.Click photographs - Photos may exist for this station.
 DQ8274
 DQ8274.The dynamic height is computed by dividing the NAVD 88
 DQ8274.geopotential number by the normal gravity value computed on the
 DQ8274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8274.degrees latitude (g = 980.6199 gals.).
 DQ8274
 DQ8274.The modeled gravity was interpolated from observed gravity values.
 DQ8274
 DQ8274;                    North         East    Units  Estimated Accuracy
 DQ8274;SPC NJ       -    59,499.5     156,339.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8274
 DQ8274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4940857917(NAD 83)
 DQ8274
 DQ8274                          SUPERSEDED SURVEY CONTROL
 DQ8274
 DQ8274.No superseded survey control is available for this station.
 DQ8274
 DQ8274_MARKER: DD = SURVEY DISK
 DQ8274_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8274+WITH SETTING: PAVEMENT
 DQ8274_SP_SET: ELECTRICAL MANHOLE RIM
 DQ8274_STAMPING: 1 S 5 2017
 DQ8274_MARK LOGO: NJGS
 DQ8274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8274+STABILITY: SURFACE MOTION
 DQ8274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8274+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 DQ8274
 DQ8274  HISTORY     - Date     Condition        Report By
 DQ8274  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8274  HISTORY     - 20190501 GOOD             NJGS
 DQ8274  HISTORY     - 20210512 GOOD             NJGS
 DQ8274
 DQ8274                          STATION DESCRIPTION
 DQ8274
 DQ8274'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8274'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-SOUTHEAST OF
 DQ8274'PLEASANTVILLE, 4.3 MI (6.9 KM) SOUTHWEST OF BRIGANTINE AND IN THE TOWN
 DQ8274'OF ATLANTIC CITY, NJ.
 DQ8274'
 DQ8274'ATLANTIC CITY, AT THE JUNCTION OF U.S. ROUTE 30 (ABSECON BOULEVARD)
 DQ8274'AND VIRGINIA AVENUE, SET IN A DRILL HOLE IN A RECTANGULAR ELECTRICAL
 DQ8274'MANHOLEJUNCTION BOX.
 DQ8274'
 DQ8274'THE STATION IS 15.5 FT (4.7 M) SOUTH OF A FIRE HYDRANT, 28.8 FT (8.8
 DQ8274'M) NORTHWEST OF THE BASE OF THE TAJ MAHAL STATUE, 38 FT (11.6 M)
 DQ8274'SOUTHEAST OF THE CORNER OF THE CURB AT THE JUNCTION OF U.S. ROUTE 30
 DQ8274'(ABSECON BOULEVARD) AND VIRGINIA AVENUE.
 DQ8274
 DQ8274                          STATION RECOVERY (2019)
 DQ8274
 DQ8274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DQ8274'RECOVERED IN GOOD CONDITION.
 DQ8274
 DQ8274                          STATION RECOVERY (2021)
 DQ8274
 DQ8274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DQ8274'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8299 ***********************************************************************
 DQ8299  DESIGNATION -  1 S 6
 DQ8299  PID         -  DQ8299
 DQ8299  STATE/COUNTY-  NJ/ATLANTIC
 DQ8299  COUNTRY     -  US
 DQ8299  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8299
 DQ8299                         *CURRENT SURVEY CONTROL
 DQ8299  ______________________________________________________________________
 DQ8299* NAD 83(1986) POSITION- 39 23 00.03   (N) 074 32 33.47   (W)   HD_HELD1
 DQ8299* NAVD 88 ORTHO HEIGHT -    10.398 (meters)       34.11  (feet) ADJUSTED
 DQ8299  ______________________________________________________________________
 DQ8299  GEOID HEIGHT    -        -34.192 (meters)                     GEOID18
 DQ8299  DYNAMIC HEIGHT  -         10.393 (meters)       34.10  (feet) COMP
 DQ8299  MODELED GRAVITY -    980,113.9   (mgal)                       NAVD 88
 DQ8299
 DQ8299  VERT ORDER      -  FIRST     CLASS II
 DQ8299
 DQ8299.The horizontal coordinates were determined by differentially corrected
 DQ8299.hand held GPS observations or other comparable positioning techniques
 DQ8299.and have an estimated accuracy of +/- 3 meters.
 DQ8299
 DQ8299.The orthometric height was determined by differential leveling and
 DQ8299.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8299.in August 2018.
 DQ8299
 DQ8299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8299.GEOID18 height accuracy estimate available here.
 DQ8299
 DQ8299.Click photographs - Photos may exist for this station.
 DQ8299
 DQ8299.The dynamic height is computed by dividing the NAVD 88
 DQ8299.geopotential number by the normal gravity value computed on the
 DQ8299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8299.degrees latitude (g = 980.6199 gals.).
 DQ8299
 DQ8299.The modeled gravity was interpolated from observed gravity values.
 DQ8299
 DQ8299;                    North         East    Units  Estimated Accuracy
 DQ8299;SPC NJ       -    61,055.3     146,327.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8299
 DQ8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3938959417(NAD 83)
 DQ8299
 DQ8299                          SUPERSEDED SURVEY CONTROL
 DQ8299
 DQ8299.No superseded survey control is available for this station.
 DQ8299
 DQ8299_MARKER: DD = SURVEY DISK
 DQ8299_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8299_SP_SET: RECTANGULAR MANHOLE RIM
 DQ8299_STAMPING: 1 S 6 2017
 DQ8299_MARK LOGO: NJGS
 DQ8299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8299+STABILITY: SURFACE MOTION
 DQ8299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8299+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2023
 DQ8299
 DQ8299  HISTORY     - Date     Condition        Report By
 DQ8299  HISTORY     - 20170525 MONUMENTED       NJGS
 DQ8299  HISTORY     - 20231023 GOOD             NJGS
 DQ8299
 DQ8299                          STATION DESCRIPTION
 DQ8299
 DQ8299'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8299'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST OF OCEAN
 DQ8299'CITY, 6.4 MI (10.3 KM) WEST OF ATLANTIC CITY AND 1.9 MI (3.1 KM)
 DQ8299'SOUTH-SOUTHWEST OF PLEASANTVILLE, IN NORTHFIELD.
 DQ8299'
 DQ8299'IN PLEASANTVILLE FROM THE INTERSECTION OF U.S. HIGHWAYS 322/40 AND US
 DQ8299'HIGHWAY 9 GO 0.9 MI (1.4 KM) SOUTHWEST OF U.S. HIGHWAY 9 (NEW ROAD) TO
 DQ8299'THE STATION ON THE LEFT, SET IN A DRILL HOLE IN THE NORTH CORNER OF
 DQ8299'THE CONCRETE RIM OF AN ELECTRICAL MANHOLE ON THE SOUTHWEST CORNER OF
 DQ8299'THE JUNCTION OF U.S. HIGHWAY 9 (NEW ROAD) AND TILTON ROAD (COUNTY
 DQ8299'ROUTE 687).
 DQ8299'
 DQ8299'THE STATION IS 6.8 FT (2.1 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CURB OF
 DQ8299'U.S. HIGHWAY 9 (NEW ROAD), 21.7 FT (6.6 M) NORTHWEST OF POLE NUMBER
 DQ8299'P23226, 11.4 FT (3.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 DQ8299'ELECTRICAL CABINET (NUMBER 0101118) AND 49 FT (14.9 M) SOUTHWEST OF
 DQ8299'THE CENTERLINE OF TILTON AVENUE.
 DQ8299
 DQ8299                          STATION RECOVERY (2023)
 DQ8299
 DQ8299'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DQ8299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7216 ***********************************************************************
 DR7216  DESIGNATION -  1 S 7
 DR7216  PID         -  DR7216
 DR7216  STATE/COUNTY-  NJ/ATLANTIC
 DR7216  COUNTRY     -  US
 DR7216  USGS QUAD   -  OCEANVILLE (2019)
 DR7216
 DR7216                         *CURRENT SURVEY CONTROL
 DR7216  ______________________________________________________________________
 DR7216* NAD 83(1986) POSITION- 39 23 33.07   (N) 074 24 24.81   (W)   HD_HELD1
 DR7216* NAVD 88 ORTHO HEIGHT -     1.902 (meters)        6.24  (feet) ADJUSTED
 DR7216  ______________________________________________________________________
 DR7216  GEOID HEIGHT    -        -34.317 (meters)                     GEOID18
 DR7216  DYNAMIC HEIGHT  -          1.901 (meters)        6.24  (feet) COMP
 DR7216  MODELED GRAVITY -    980,112.0   (mgal)                       NAVD 88
 DR7216
 DR7216  VERT ORDER      -  FIRST     CLASS II
 DR7216
 DR7216.The horizontal coordinates were determined by differentially corrected
 DR7216.hand held GPS observations or other comparable positioning techniques
 DR7216.and have an estimated accuracy of +/- 3 meters.
 DR7216
 DR7216.The orthometric height was determined by differential leveling and
 DR7216.adjusted by the NATIONAL GEODETIC SURVEY
 DR7216.in March 2022.
 DR7216
 DR7216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7216.GEOID18 height accuracy estimate available here.
 DR7216
 DR7216.Click photographs - Photos may exist for this station.
 DR7216
 DR7216.The dynamic height is computed by dividing the NAVD 88
 DR7216.geopotential number by the normal gravity value computed on the
 DR7216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7216.degrees latitude (g = 980.6199 gals.).
 DR7216
 DR7216.The modeled gravity was interpolated from observed gravity values.
 DR7216
 DR7216;                    North         East    Units  Estimated Accuracy
 DR7216;SPC NJ       -    62,077.4     158,020.1     MT  (+/- 3 meters HH1 GPS) 
 DR7216
 DR7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5107360504(NAD 83)
 DR7216
 DR7216                          SUPERSEDED SURVEY CONTROL
 DR7216
 DR7216.No superseded survey control is available for this station.
 DR7216
 DR7216_MARKER: DD = SURVEY DISK
 DR7216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7216_SP_SET: CURB
 DR7216_STAMPING: 1 S 7 2021
 DR7216_MARK LOGO: NJGS
 DR7216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7216
 DR7216  HISTORY     - Date     Condition        Report By
 DR7216  HISTORY     - 20210525 MONUMENTED       NJGS
 DR7216
 DR7216                          STATION DESCRIPTION
 DR7216
 DR7216'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7216'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF
 DR7216'OCEANVILLE, 2.5 MI (4.0 KM) WEST-SOUTHWEST OF BRIGANTINE AND 2.1 MI
 DR7216'(3.4 KM) NORTH-NORTHEAST OF ATLANTIC CITY, IN BRIGANTINE CITY, NJ.
 DR7216'
 DR7216'TO REACH THE STATION FROM THE END OF THE ROUTE 87 BRIDGE OVER THE
 DR7216'ABSECON INLET, TAKE THE LEFT EXIT (CONVENTION CTR DOWNBEACH MARINA
 DR7216'BRIGANTINE) FROM ROUTE 30 GOING EAST INTO ATLANTIC CITY.  CONTINUE
 DR7216'STRAIGHT TO EXIT G, KEEP LEFT AT THE FORK AT EXIT G THEN FOLLOW SIGN
 DR7216'TO BRIGANTINE, MERGE ONTO ROUTE 87 AND KEEP LEFT TO THE BRIDGE
 DR7216'STRAIGHT AHEAD.  CONTINUE NORTH ON BRIGANTINE BOULEVARD FOR ABOUT 1.32
 DR7216'MI (2.12 KM) TO THE STATION ON THE RIGHT IN FRONT OF HOUSE# 4404 ON
 DR7216'THE NORTH CURB OF PARALLEL RESIDENTIAL ACCESS ROAD.
 DR7216'
 DR7216'THE STATION IS 101.1 FT (30.8 M) WEST OF POLE# A2630, 53.8 FT (16.4 M)
 DR7216'EAST OF POLE# A2628, 40.3 FT (12.3 M) NORTH-NORTHEAST OF THE SOUTHEAST
 DR7216'CORNER OF HOUSE# 4408 AND 29 FT (8.8 M) SOUTH-SOUTHEAST OF THE
 DR7216'CENTERLINE OF THE NORTH BOUND BRIGANTINE BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6988 ***********************************************************************
 AM6988  DESIGNATION -  1 T 1
 AM6988  PID         -  AM6988
 AM6988  STATE/COUNTY-  NJ/CAPE MAY
 AM6988  COUNTRY     -  US
 AM6988  USGS QUAD   -  OCEAN CITY (2019)
 AM6988
 AM6988                         *CURRENT SURVEY CONTROL
 AM6988  ______________________________________________________________________
 AM6988* NAD 83(1986) POSITION- 39 18 14.     (N) 074 35 39.     (W)   SCALED
 AM6988* NAVD 88 ORTHO HEIGHT -     1.856 (meters)        6.09  (feet) ADJUSTED
 AM6988  ______________________________________________________________________
 AM6988  GEOID HEIGHT    -        -34.497 (meters)                     GEOID18
 AM6988  DYNAMIC HEIGHT  -          1.855 (meters)        6.09  (feet) COMP
 AM6988  MODELED GRAVITY -    980,102.8   (mgal)                       NAVD 88
 AM6988
 AM6988  VERT ORDER      -  FIRST     CLASS II
 AM6988
 AM6988.The horizontal coordinates were scaled from a map and have
 AM6988.an estimated accuracy of +/- 6 seconds.
 AM6988
 AM6988.The orthometric height was determined by differential leveling and
 AM6988.adjusted by the NATIONAL GEODETIC SURVEY
 AM6988.in March 2005.
 AM6988
 AM6988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6988.GEOID18 height accuracy estimate available here.
 AM6988
 AM6988.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ349505(NAD 83)
 AM6988
 AM6988                          SUPERSEDED SURVEY CONTROL
 AM6988
 AM6988.No superseded survey control is available for this station.
 AM6988
 AM6988_STAMPING: 1 T 1 2000
 AM6988_MARK LOGO: NJGS
 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  HISTORY     - 20180628 MARK NOT FOUND   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.
 AM6988
 AM6988                          STATION RECOVERY (2018)
 AM6988
 AM6988'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 AM6988'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8271 ***********************************************************************
 DN8271  DESIGNATION -  1 T 2
 DN8271  PID         -  DN8271
 DN8271  STATE/COUNTY-  NJ/ATLANTIC
 DN8271  COUNTRY     -  US
 DN8271  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8271
 DN8271                         *CURRENT SURVEY CONTROL
 DN8271  ______________________________________________________________________
 DN8271* NAD 83(1986) POSITION- 39 27 00.31   (N) 074 32 04.32   (W)   HD_HELD1
 DN8271* NAVD 88 ORTHO HEIGHT -    11.376 (meters)       37.32  (feet) ADJUSTED
 DN8271  ______________________________________________________________________
 DN8271  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 DN8271  DYNAMIC HEIGHT  -         11.370 (meters)       37.30  (feet) COMP
 DN8271  MODELED GRAVITY -    980,124.5   (mgal)                       NAVD 88
 DN8271
 DN8271  VERT ORDER      -  FIRST     CLASS II
 DN8271
 DN8271.The horizontal coordinates were determined by differentially corrected
 DN8271.hand held GPS observations or other comparable positioning techniques
 DN8271.and have an estimated accuracy of +/- 3 meters.
 DN8271
 DN8271.The orthometric height was determined by differential leveling and
 DN8271.adjusted by the NATIONAL GEODETIC SURVEY
 DN8271.in April 2013.
 DN8271
 DN8271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8271.GEOID18 height accuracy estimate available here.
 DN8271
 DN8271.Click photographs - Photos may exist for this station.
 DN8271
 DN8271.The dynamic height is computed by dividing the NAVD 88
 DN8271.geopotential number by the normal gravity value computed on the
 DN8271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8271.degrees latitude (g = 980.6199 gals.).
 DN8271
 DN8271.The modeled gravity was interpolated from observed gravity values.
 DN8271
 DN8271;                    North         East    Units  Estimated Accuracy
 DN8271;SPC NJ       -    68,464.5     147,027.8     MT  (+/- 3 meters HH1 GPS) 
 DN8271
 DN8271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4004966828(NAD 83)
 DN8271
 DN8271                          SUPERSEDED SURVEY CONTROL
 DN8271
 DN8271.No superseded survey control is available for this station.
 DN8271
 DN8271_MARKER: DD = SURVEY DISK
 DN8271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8271_STAMPING: 1 T 2 2010
 DN8271_MARK LOGO: NJDT
 DN8271_PROJECTION: FLUSH
 DN8271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8271+STABILITY: SURFACE MOTION
 DN8271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8271+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2024
 DN8271
 DN8271  HISTORY     - Date     Condition        Report By
 DN8271  HISTORY     - UNK      MONUMENTED       NJDT
 DN8271  HISTORY     - 20100510 GOOD             NJGS
 DN8271  HISTORY     - 20240212 GOOD             NJGS
 DN8271
 DN8271                          STATION DESCRIPTION
 DN8271
 DN8271'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8271'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTHWEST SIDE OF
 DN8271'U.S. HIGHWAY 30.
 DN8271'
 DN8271'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8271'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8271'SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.15 MI (0.2 KM) TO THE STATION ON
 DN8271'THE RIGHT, SET FLUSH WITH THE GROUND IN FRONT OF A 2 STORY FRAME
 DN8271'BUILDING, NUMBER 204 EAST FOR THE ATLANTIC CITY AND COUNTY BOARD OF
 DN8271'REALTORS.
 DN8271'
 DN8271'THE STATION IS 1.0 M (3.3 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8271'U.S. HIGHWAY 30, 7.3 M (24.0 FT) SOUTHEAST FROM THE CENTER LINE OF THE
 DN8271'PAVED ENTRANCE DRIVE LEADING INTO THE PARKING LOT FOR THE ATLANTIC
 DN8271'CITY AND COUNTY BOARD OF REALTORS BUILDING, 8.5 M (27.9 FT) NORTH FROM
 DN8271'A FLAGPOLE IN FRONT OF THE BUILDING AND 13.1 M (43.0 FT) SOUTHEAST
 DN8271'FROM WOOD UTILITY POLE NUMBER BT 115 GA.
 DN8271'
 DN8271'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION 854+00.
 DN8271
 DN8271                          STATION RECOVERY (2024)
 DN8271
 DN8271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DN8271'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8289 ***********************************************************************
 DN8289  DESIGNATION -  1 T 3
 DN8289  PID         -  DN8289
 DN8289  STATE/COUNTY-  NJ/ATLANTIC
 DN8289  COUNTRY     -  US
 DN8289  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8289
 DN8289                         *CURRENT SURVEY CONTROL
 DN8289  ______________________________________________________________________
 DN8289* NAD 83(1986) POSITION- 39 26 27.72   (N) 074 34 09.04   (W)   HD_HELD1
 DN8289* NAVD 88 ORTHO HEIGHT -    10.993 (meters)       36.07  (feet) ADJUSTED
 DN8289  ______________________________________________________________________
 DN8289  GEOID HEIGHT    -        -33.929 (meters)                     GEOID18
 DN8289  DYNAMIC HEIGHT  -         10.987 (meters)       36.05  (feet) COMP
 DN8289  MODELED GRAVITY -    980,123.2   (mgal)                       NAVD 88
 DN8289
 DN8289  VERT ORDER      -  FIRST     CLASS II
 DN8289
 DN8289.The horizontal coordinates were determined by differentially corrected
 DN8289.hand held GPS observations or other comparable positioning techniques
 DN8289.and have an estimated accuracy of +/- 3 meters.
 DN8289
 DN8289.The orthometric height was determined by differential leveling and
 DN8289.adjusted by the NATIONAL GEODETIC SURVEY
 DN8289.in April 2013.
 DN8289
 DN8289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8289.GEOID18 height accuracy estimate available here.
 DN8289
 DN8289.Click photographs - Photos may exist for this station.
 DN8289
 DN8289.The dynamic height is computed by dividing the NAVD 88
 DN8289.geopotential number by the normal gravity value computed on the
 DN8289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8289.degrees latitude (g = 980.6199 gals.).
 DN8289
 DN8289.The modeled gravity was interpolated from observed gravity values.
 DN8289
 DN8289;                    North         East    Units  Estimated Accuracy
 DN8289;SPC NJ       -    67,461.2     144,045.4     MT  (+/- 3 meters HH1 GPS) 
 DN8289
 DN8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3707365808(NAD 83)
 DN8289
 DN8289                          SUPERSEDED SURVEY CONTROL
 DN8289
 DN8289.No superseded survey control is available for this station.
 DN8289
 DN8289_MARKER: DD = SURVEY DISK
 DN8289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8289_SP_SET: CULVERT HEADWALL
 DN8289_STAMPING: 1 T 3 2010
 DN8289_MARK LOGO: NJGS
 DN8289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8289+STABILITY: SURFACE MOTION
 DN8289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8289+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2019
 DN8289
 DN8289  HISTORY     - Date     Condition        Report By
 DN8289  HISTORY     - 20100514 MONUMENTED       NJGS
 DN8289  HISTORY     - 20190208 GOOD             BASE9
 DN8289
 DN8289                          STATION DESCRIPTION
 DN8289
 DN8289'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8289'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE WEST SIDE OF THE
 DN8289'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8289'LEADING TO THE ATLANTIC CITY INTERNATIONAL AIRPORT.
 DN8289'
 DN8289'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE INTERSECTION OF
 DN8289'TILTON ROAD, COUNTY ROAD 563, DELILAH ROAD, COUNTY ROAD 646 AND THE
 DN8289'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8289'GO EAST-NORTHEAST ON AMELIA EARHART BOULEVARD FOR 0.95 MI (1.5 KM) TO
 DN8289'THE CROSSROADS INTERSECTION WITH BYRD AVENUE LEADING WEST TO LOCKED
 DN8289'GATE AOA13 AND A PAVED ROAD LEADING EAST TO LOCKED FAA GATE 18 AND THE
 DN8289'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST END OF
 DN8289'A CONCRETE CULVERT HEAD WALL.
 DN8289'
 DN8289'THE STATION IS 32.0 FT (9.8 M) WEST FROM THE CENTER OF THE SOUTHBOUND
 DN8289'LANES OF AMELIA EARHART BOULEVARD, 90.0 FT (27.4 M) SOUTH-SOUTHWEST
 DN8289'FROM THE CENTER LINE OF BYRD AVENUE, LEADING TO GATE AOA13, 89.0 FT
 DN8289'(27.1 M) SOUTHEAST FROM WOOD UTILITY POLE NUMBER GOVII AND 60.0 FT
 DN8289'(18.3 M) EAST FROM A 10 FT (3.0 M) HIGH CHAIN LINK FENCE.
 DN8289
 DN8289                          STATION RECOVERY (2019)
 DN8289
 DN8289'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (DRD)
 DN8289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8249 ***********************************************************************
 DQ8249  DESIGNATION -  1 T 4
 DQ8249  PID         -  DQ8249
 DQ8249  STATE/COUNTY-  NJ/ATLANTIC
 DQ8249  COUNTRY     -  US
 DQ8249  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8249
 DQ8249                         *CURRENT SURVEY CONTROL
 DQ8249  ______________________________________________________________________
 DQ8249* NAD 83(1986) POSITION- 39 21 11.15   (N) 074 27 23.24   (W)   HD_HELD1
 DQ8249* NAVD 88 ORTHO HEIGHT -     3.280 (meters)       10.76  (feet) ADJUSTED
 DQ8249  ______________________________________________________________________
 DQ8249  GEOID HEIGHT    -        -34.430 (meters)                     GEOID18
 DQ8249  DYNAMIC HEIGHT  -          3.278 (meters)       10.75  (feet) COMP
 DQ8249  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 DQ8249
 DQ8249  VERT ORDER      -  FIRST     CLASS II
 DQ8249
 DQ8249.The horizontal coordinates were determined by differentially corrected
 DQ8249.hand held GPS observations or other comparable positioning techniques
 DQ8249.and have an estimated accuracy of +/- 3 meters.
 DQ8249
 DQ8249.The orthometric height was determined by differential leveling and
 DQ8249.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8249.in August 2018.
 DQ8249
 DQ8249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8249.GEOID18 height accuracy estimate available here.
 DQ8249
 DQ8249.Click photographs - Photos may exist for this station.
 DQ8249
 DQ8249.The dynamic height is computed by dividing the NAVD 88
 DQ8249.geopotential number by the normal gravity value computed on the
 DQ8249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8249.degrees latitude (g = 980.6199 gals.).
 DQ8249
 DQ8249.The modeled gravity was interpolated from observed gravity values.
 DQ8249
 DQ8249;                    North         East    Units  Estimated Accuracy
 DQ8249;SPC NJ       -    57,697.9     153,752.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8249
 DQ8249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4683156102(NAD 83)
 DQ8249
 DQ8249                          SUPERSEDED SURVEY CONTROL
 DQ8249
 DQ8249.No superseded survey control is available for this station.
 DQ8249
 DQ8249_MARKER: DD = SURVEY DISK
 DQ8249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8249_SP_SET: BRIDGE SIDEWALK
 DQ8249_STAMPING: 1 T 4 2017
 DQ8249_MARK LOGO: NJDT
 DQ8249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8249+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8249
 DQ8249  HISTORY     - Date     Condition        Report By
 DQ8249  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8249  HISTORY     - 20170518 GOOD             NJGS
 DQ8249
 DQ8249                          STATION DESCRIPTION
 DQ8249
 DQ8249'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8249'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF BRIGANTINE,
 DQ8249'4.4 MI (7.1 KM) SOUTHEAST OF PLEASANTVILLE IN ATLANTIC CITY.
 DQ8249'
 DQ8249'IN ATLANTIC CITY, LOCATED AT THE SOUTHWEST CORNER OF THE BRIDGE
 DQ8249'CARRYING U.S. HIGHWAYS 40/322 OVER INSIDE THOROFARE, IN THE BRIDGE
 DQ8249'SIDEWALK NEXT TO THE PARAPET WALL..
 DQ8249'
 DQ8249'THE STATION IS 55 FT (16.8 M) NORTHWEST OF THE CENTERLINE OF SUNSET
 DQ8249'AVENUE, 1 FT (0.3 M) NORTHEAST OF THE NORTHEAST FACE OF THE PARAPET
 DQ8249'WALL, 9 FT (2.7 M) SOUTHWEST OF THE SOUTHWEST CURB OF US HIGHWAY
 DQ8249'322/40.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8275 ***********************************************************************
 DQ8275  DESIGNATION -  1 T 5
 DQ8275  PID         -  DQ8275
 DQ8275  STATE/COUNTY-  NJ/ATLANTIC
 DQ8275  COUNTRY     -  US
 DQ8275  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8275
 DQ8275                         *CURRENT SURVEY CONTROL
 DQ8275  ______________________________________________________________________
 DQ8275* NAD 83(1986) POSITION- 39 20 29.31   (N) 074 28 41.70   (W)   HD_HELD1
 DQ8275* NAVD 88 ORTHO HEIGHT -     4.409 (meters)       14.47  (feet) ADJUSTED
 DQ8275  ______________________________________________________________________
 DQ8275  GEOID HEIGHT    -        -34.455 (meters)                     GEOID18
 DQ8275  DYNAMIC HEIGHT  -          4.407 (meters)       14.46  (feet) COMP
 DQ8275  MODELED GRAVITY -    980,105.0   (mgal)                       NAVD 88
 DQ8275
 DQ8275  VERT ORDER      -  FIRST     CLASS II
 DQ8275
 DQ8275.The horizontal coordinates were determined by differentially corrected
 DQ8275.hand held GPS observations or other comparable positioning techniques
 DQ8275.and have an estimated accuracy of +/- 3 meters.
 DQ8275
 DQ8275.The orthometric height was determined by differential leveling and
 DQ8275.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8275.in August 2018.
 DQ8275
 DQ8275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8275.GEOID18 height accuracy estimate available here.
 DQ8275
 DQ8275.Click photographs - Photos may exist for this station.
 DQ8275
 DQ8275.The dynamic height is computed by dividing the NAVD 88
 DQ8275.geopotential number by the normal gravity value computed on the
 DQ8275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8275.degrees latitude (g = 980.6199 gals.).
 DQ8275
 DQ8275.The modeled gravity was interpolated from observed gravity values.
 DQ8275
 DQ8275;                    North         East    Units  Estimated Accuracy
 DQ8275;SPC NJ       -    56,407.0     151,874.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8275
 DQ8275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4496154801(NAD 83)
 DQ8275
 DQ8275                          SUPERSEDED SURVEY CONTROL
 DQ8275
 DQ8275.No superseded survey control is available for this station.
 DQ8275
 DQ8275_MARKER: DD = SURVEY DISK
 DQ8275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8275_SP_SET: BRIDGE SIDEWALK
 DQ8275_STAMPING: 1 T 5 2017
 DQ8275_MARK LOGO: NJGS
 DQ8275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8275+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8275
 DQ8275  HISTORY     - Date     Condition        Report By
 DQ8275  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8275
 DQ8275                          STATION DESCRIPTION
 DQ8275
 DQ8275'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8275'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF OCEAN CITY,
 DQ8275'4.2 MI (6.8 KM) SOUTHEAST OF PLEASANTVILLE AND 3.3 MI (5.3 KM)
 DQ8275'WEST-SOUTHWEST OF ATLANTIC CITY, IN VENTNOR CITY.
 DQ8275'
 DQ8275'IN VENTNOR CITY, SET IN A DRILL HOLE IN FRONT OF THE ENTRANCE DOOR IN
 DQ8275'THE SIDEWALK OVER THE SUPERSTRUCTURE FOR THE SOUTHWEST OF FOUR BRIDGE
 DQ8275'TENDERS BUILDINGS OF THE DORSET AVENUE (COUNTY ROUTE 629) BRIDGE
 DQ8275'SPANNING INSIDE THOROFARE.
 DQ8275'
 DQ8275'THE STATION IS 10 FT (3.0 M) SOUTHWEST OF THE SOUTHWEST CURB OF DORSET
 DQ8275'AVENUE, 3 FT (0.9 M) NORTHEAST OF THE DOOR, 43 FT (13.1 M) SOUTHEAST
 DQ8275'OF THE CENTER OF THE DRAW SPAN, ABOUT 190 FT (57.9 M) NORTHWEST OF THE
 DQ8275'CENTERLINE OF WINCHESTER AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8300 ***********************************************************************
 DQ8300  DESIGNATION -  1 T 6
 DQ8300  PID         -  DQ8300
 DQ8300  STATE/COUNTY-  NJ/ATLANTIC
 DQ8300  COUNTRY     -  US
 DQ8300  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8300
 DQ8300                         *CURRENT SURVEY CONTROL
 DQ8300  ______________________________________________________________________
 DQ8300* NAD 83(1986) POSITION- 39 21 35.91   (N) 074 27 41.93   (W)   HD_HELD1
 DQ8300* NAVD 88 ORTHO HEIGHT -     2.374 (meters)        7.79  (feet) ADJUSTED
 DQ8300  ______________________________________________________________________
 DQ8300  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 DQ8300  DYNAMIC HEIGHT  -          2.373 (meters)        7.79  (feet) COMP
 DQ8300  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 DQ8300
 DQ8300  VERT ORDER      -  FIRST     CLASS II
 DQ8300
 DQ8300.The horizontal coordinates were determined by differentially corrected
 DQ8300.hand held GPS observations or other comparable positioning techniques
 DQ8300.and have an estimated accuracy of +/- 3 meters.
 DQ8300
 DQ8300.The orthometric height was determined by differential leveling and
 DQ8300.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8300.in August 2018.
 DQ8300
 DQ8300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8300.GEOID18 height accuracy estimate available here.
 DQ8300
 DQ8300.Click photographs - Photos may exist for this station.
 DQ8300
 DQ8300.The dynamic height is computed by dividing the NAVD 88
 DQ8300.geopotential number by the normal gravity value computed on the
 DQ8300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8300.degrees latitude (g = 980.6199 gals.).
 DQ8300
 DQ8300.The modeled gravity was interpolated from observed gravity values.
 DQ8300
 DQ8300;                    North         East    Units  Estimated Accuracy
 DQ8300;SPC NJ       -    58,461.2     153,305.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8300
 DQ8300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4637956862(NAD 83)
 DQ8300
 DQ8300                          SUPERSEDED SURVEY CONTROL
 DQ8300
 DQ8300.No superseded survey control is available for this station.
 DQ8300
 DQ8300_MARKER: DD = SURVEY DISK
 DQ8300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8300_STAMPING: 1 T 6 2017
 DQ8300_MARK LOGO: NJGS
 DQ8300_PROJECTION: FLUSH
 DQ8300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8300+STABILITY: SURFACE MOTION
 DQ8300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8300+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2017
 DQ8300
 DQ8300  HISTORY     - Date     Condition        Report By
 DQ8300  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8300  HISTORY     - 20170612 GOOD             NJGS
 DQ8300
 DQ8300                          STATION DESCRIPTION
 DQ8300
 DQ8300'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8300'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF
 DQ8300'BRIGANTINE, 3.9 MI (6.3 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 DQ8300'ATLANTIC CITY.
 DQ8300'
 DQ8300'IN ATLANTIC CITY, A CONCRETE MONUMENT LOCATED IN THE SIDEWALK AREA ON
 DQ8300'THE NORTHEAST SIDE OF ALBANY BOULEVARD (U.S. HIGHWAY 322/40) ABOUT 180
 DQ8300'FT (54.9 M) SOUTHEAST OF THE CENTERLINE EXTENDED OF WEST END AVENUE
 DQ8300'(COUNTY ROUTE 629).
 DQ8300'
 DQ8300'THE STATION IS 101 FT (30.8 M) SOUTHEAST OF MILE MARKER 63.5 FOR
 DQ8300'WESTBOUND ALBANY BOULEVARD (U.S. HIGHWAY 322/40), 7.3 FT (2.2 M)
 DQ8300'NORTHEAST OF THE NORTHEAST CURB OF ALBANY BOULEVARD (U.S. HIGHWAY
 DQ8300'322/40) AND 4 FT (1.2 M) SOUTHWEST OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7214 ***********************************************************************
 DR7214  DESIGNATION -  1 T 7
 DR7214  PID         -  DR7214
 DR7214  STATE/COUNTY-  NJ/ATLANTIC
 DR7214  COUNTRY     -  US
 DR7214  USGS QUAD   -  OCEANVILLE (2019)
 DR7214
 DR7214                         *CURRENT SURVEY CONTROL
 DR7214  ______________________________________________________________________
 DR7214* NAD 83(1986) POSITION- 39 23 12.90   (N) 074 25 08.21   (W)   HD_HELD1
 DR7214* NAVD 88 ORTHO HEIGHT -    10.721 (meters)       35.17  (feet) ADJUSTED
 DR7214  ______________________________________________________________________
 DR7214  GEOID HEIGHT    -        -34.327 (meters)                     GEOID18
 DR7214  DYNAMIC HEIGHT  -         10.715 (meters)       35.15  (feet) COMP
 DR7214  MODELED GRAVITY -    980,110.9   (mgal)                       NAVD 88
 DR7214
 DR7214  VERT ORDER      -  FIRST     CLASS II
 DR7214
 DR7214.The horizontal coordinates were determined by differentially corrected
 DR7214.hand held GPS observations or other comparable positioning techniques
 DR7214.and have an estimated accuracy of +/- 3 meters.
 DR7214
 DR7214.The orthometric height was determined by differential leveling and
 DR7214.adjusted by the NATIONAL GEODETIC SURVEY
 DR7214.in March 2022.
 DR7214
 DR7214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7214.GEOID18 height accuracy estimate available here.
 DR7214
 DR7214.Click photographs - Photos may exist for this station.
 DR7214
 DR7214.The dynamic height is computed by dividing the NAVD 88
 DR7214.geopotential number by the normal gravity value computed on the
 DR7214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7214.degrees latitude (g = 980.6199 gals.).
 DR7214
 DR7214.The modeled gravity was interpolated from observed gravity values.
 DR7214
 DR7214;                    North         East    Units  Estimated Accuracy
 DR7214;SPC NJ       -    61,454.5     156,982.2     MT  (+/- 3 meters HH1 GPS) 
 DR7214
 DR7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5003959875(NAD 83)
 DR7214
 DR7214                          SUPERSEDED SURVEY CONTROL
 DR7214
 DR7214.No superseded survey control is available for this station.
 DR7214
 DR7214_MARKER: DD = SURVEY DISK
 DR7214_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7214_SP_SET: BRIDGE ABUTMENT
 DR7214_STAMPING: 1 T 7 2021
 DR7214_MARK LOGO: NJGS
 DR7214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7214+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2021
 DR7214
 DR7214  HISTORY     - Date     Condition        Report By
 DR7214  HISTORY     - 20210525 MONUMENTED       NJGS
 DR7214
 DR7214                          STATION DESCRIPTION
 DR7214
 DR7214'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7214'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF PLEASANTVILLE, 3.3
 DR7214'MI (5.3 KM) WEST-SOUTHWEST OF BRIGANTINE AND 1.6 MI (2.6 KM) NORTH OF
 DR7214'ATLANTIC CITY.
 DR7214'
 DR7214'TO REACH THE STATION FROM THE END OF THE ROUTE 87 BRIDGE OVER THE
 DR7214'ABSECON INLET, TAKE THE LEFT EXIT (CONVENTION CTR DOWNBEACH MARINA
 DR7214'BRIGANTINE) FROM ROUTE 30 GOING EAST INTO ATLANTIC CITY, THEN CONTINUE
 DR7214'STRAIGHT TO EXIT G, THEN KEEP LEFT AT THE FORK AT EXIT G TO FOLLOW
 DR7214'SIGN TO BRIGANTINE, THEN MERGE ONTO ROUTE 87 AND KEEP LEFT TO THE
 DR7214'BRIDGE STRAIGHT AHEAD.  CONTINUE NORTH ON THE BRIDGE FOR ABOUT 0.57 MI
 DR7214'(0.92 KM) TO THE STATION ON THE RIGHT ON THE BRIGANTINE BOULEVARD
 DR7214'ROUTE 87 NORTHEASTERN BRIDGE ABUTMENT.
 DR7214'
 DR7214'THE STATION IS 162 FT (49.4 M) SOUTH-SOUTHWEST OF SIGN (MILEPOST 1.5),
 DR7214'49.5 FT (15.1 M) SOUTH-SOUTHWEST OF THE NORTH EDGE OF THE SIDEWALK,
 DR7214'23.3 FT (7.1 M) SOUTH-SOUTHWEST OF THE NORTH END OF THE BRIDGE'S
 DR7214'BALUSTRADE END POST, 17.5 FT (5.3 M) SOUTH-SOUTHEAST FROM THE
 DR7214'CENTERLINE OF THE NORTH BOUND LANES AND 4.3 FT (1.3 M) SOUTH-SOUTHEAST
 DR7214'FROM THE CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6010 ***********************************************************************
 DM6010  DESIGNATION -  1 U 1
 DM6010  PID         -  DM6010
 DM6010  STATE/COUNTY-  NJ/ATLANTIC
 DM6010  COUNTRY     -  US
 DM6010  USGS QUAD   -  MAYS LANDING (2019)
 DM6010
 DM6010                         *CURRENT SURVEY CONTROL
 DM6010  ______________________________________________________________________
 DM6010* NAD 83(1986) POSITION- 39 28 33.     (N) 074 42 40.     (W)   SCALED
 DM6010* NAVD 88 ORTHO HEIGHT -    13.987 (meters)       45.89  (feet) ADJUSTED
 DM6010  ______________________________________________________________________
 DM6010  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 DM6010  DYNAMIC HEIGHT  -         13.980 (meters)       45.87  (feet) COMP
 DM6010  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 DM6010
 DM6010  VERT ORDER      -  FIRST     CLASS I
 DM6010
 DM6010.The horizontal coordinates were scaled from a map and have
 DM6010.an estimated accuracy of +/- 6 seconds.
 DM6010
 DM6010.The orthometric height was determined by differential leveling and
 DM6010.adjusted by the NATIONAL GEODETIC SURVEY
 DM6010.in May 2011.
 DM6010
 DM6010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6010.GEOID18 height accuracy estimate available here.
 DM6010
 DM6010.Click photographs - Photos may exist for this station.
 DM6010
 DM6010.The dynamic height is computed by dividing the NAVD 88
 DM6010.geopotential number by the normal gravity value computed on the
 DM6010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6010.degrees latitude (g = 980.6199 gals.).
 DM6010
 DM6010.The modeled gravity was interpolated from observed gravity values.
 DM6010
 DM6010;                    North         East    Units  Estimated Accuracy
 DM6010;SPC NJ       -    71,340.      131,840.      MT  (+/- 180 meters Scaled)
 DM6010
 DM6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ248696(NAD 83)
 DM6010
 DM6010                          SUPERSEDED SURVEY CONTROL
 DM6010
 DM6010.No superseded survey control is available for this station.
 DM6010
 DM6010_MARKER: DD = SURVEY DISK
 DM6010_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6010_SP_SET: BRIDGE ABUTMENT
 DM6010_STAMPING: 1 U 1 2006
 DM6010_MARK LOGO: NJGS
 DM6010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6010+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2020
 DM6010
 DM6010  HISTORY     - Date     Condition        Report By
 DM6010  HISTORY     - 20060808 MONUMENTED       NJGS
 DM6010  HISTORY     - 20120411 GOOD             INDIV
 DM6010  HISTORY     - 20201112 GOOD             NJGS
 DM6010
 DM6010                          STATION DESCRIPTION
 DM6010
 DM6010'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM6010'THE STATION IS LOCATED IN HAMILTON TOWNSHIP.
 DM6010'
 DM6010'1.9 MI NORTH OF MAYS LANDING, SET IN A DRILL HOLE IN THE EAST CORNER
 DM6010'OF THE NORTH ABUTMENT OF THE N.J.  ROUTE 50 BRIDGE SPANNING U.S.
 DM6010'HIGHWAY 322.
 DM6010'
 DM6010'THE STATION IS 8.0 FT (2.4 M) SOUTH OF THE SOUTH CURB OF ROUTE 50,
 DM6010'63.6 FT (19.4 M) EAST OF THE CENTER OF THE ROUTE 50 BRIDGE, 2.0 FT
 DM6010'(0.6 M) SOUTH OF THE EAST END OF THE CONCRETE BALUSTRADE, 52.4 FT
 DM6010'(16.0 M) WEST OF AN INLET AT THE NORTHEAST END OF THE CURBLINE, 2.0 FT
 DM6010'(0.6 M) SOUTH AND BEHIND THE GUARDRAIL.  THERE IS A WITNESS SIGN
 DM6010'ATTACHED THE THE BRIDGE FENCE.
 DM6010
 DM6010                          STATION RECOVERY (2012)
 DM6010
 DM6010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 DM6010'RECOVERED AS DESCRIBED.
 DM6010
 DM6010                          STATION RECOVERY (2020)
 DM6010
 DM6010'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6010'GPS OBSERVATIONS WOULD BE DIFFICULT DUE TO CHAIN LINKED FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8272 ***********************************************************************
 DN8272  DESIGNATION -  1 U 2
 DN8272  PID         -  DN8272
 DN8272  STATE/COUNTY-  NJ/ATLANTIC
 DN8272  COUNTRY     -  US
 DN8272  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8272
 DN8272                         *CURRENT SURVEY CONTROL
 DN8272  ______________________________________________________________________
 DN8272* NAD 83(1986) POSITION- 39 26 52.98   (N) 074 31 53.93   (W)   HD_HELD1
 DN8272* NAVD 88 ORTHO HEIGHT -     7.957 (meters)       26.11  (feet) ADJUSTED
 DN8272  ______________________________________________________________________
 DN8272  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 DN8272  DYNAMIC HEIGHT  -          7.953 (meters)       26.09  (feet) COMP
 DN8272  MODELED GRAVITY -    980,124.2   (mgal)                       NAVD 88
 DN8272
 DN8272  VERT ORDER      -  FIRST     CLASS II
 DN8272
 DN8272.The horizontal coordinates were determined by differentially corrected
 DN8272.hand held GPS observations or other comparable positioning techniques
 DN8272.and have an estimated accuracy of +/- 3 meters.
 DN8272
 DN8272.The orthometric height was determined by differential leveling and
 DN8272.adjusted by the NATIONAL GEODETIC SURVEY
 DN8272.in April 2013.
 DN8272
 DN8272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8272.GEOID18 height accuracy estimate available here.
 DN8272
 DN8272.Click photographs - Photos may exist for this station.
 DN8272
 DN8272.The dynamic height is computed by dividing the NAVD 88
 DN8272.geopotential number by the normal gravity value computed on the
 DN8272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8272.degrees latitude (g = 980.6199 gals.).
 DN8272
 DN8272.The modeled gravity was interpolated from observed gravity values.
 DN8272
 DN8272;                    North         East    Units  Estimated Accuracy
 DN8272;SPC NJ       -    68,238.4     147,276.2     MT  (+/- 3 meters HH1 GPS) 
 DN8272
 DN8272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4029866603(NAD 83)
 DN8272
 DN8272                          SUPERSEDED SURVEY CONTROL
 DN8272
 DN8272.No superseded survey control is available for this station.
 DN8272
 DN8272_MARKER: DD = SURVEY DISK
 DN8272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8272_STAMPING: 1 U 2 2010
 DN8272_MARK LOGO: NJDT
 DN8272_PROJECTION: RECESSED 5 CENTIMETERS
 DN8272_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8272+STABILITY: SURFACE MOTION
 DN8272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8272+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2023
 DN8272
 DN8272  HISTORY     - Date     Condition        Report By
 DN8272  HISTORY     - UNK      MONUMENTED       NJDT
 DN8272  HISTORY     - 20100510 GOOD             NJGS
 DN8272  HISTORY     - 20230406 GOOD             NJGS
 DN8272
 DN8272                          STATION DESCRIPTION
 DN8272
 DN8272'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8272'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTHWEST SIDE OF
 DN8272'U.S. HIGHWAY 30.
 DN8272'
 DN8272'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8272'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8272'SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.35 MI (0.6 KM) TO THE STATION ON
 DN8272'THE RIGHT, SET ABOUT 0.05 M (0.2 FT) BELOW THE GROUND IN LINE WITH A
 DN8272'ROW OF BUSHES ADJACENT TO A PARKING LOT IN FRONT OF THE DAYS INN
 DN8272'HOTEL, A TWO STORY BLOCK AND STUCCO BUILDING.
 DN8272'
 DN8272'THE STATION IS 2.6 M (8.5 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8272'U.S. HIGHWAY 30, 12.1 M (39.7 FT) NORTHWEST FROM THE CENTER LINE OF
 DN8272'THE PAVED ENTRANCE DRIVE LEADING INTO THE HOTEL PARKING LOT AND 3.6 M
 DN8272'(11.8 FT) NORTHWEST FROM A RECTANGULAR ENTER SIGN ON THE SOUTHWEST
 DN8272'SIDE OF U.S. HIGHWAY 30.
 DN8272'
 DN8272'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION
 DN8272'865+00.96.
 DN8272
 DN8272                          STATION RECOVERY (2023)
 DN8272
 DN8272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DN8272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8290 ***********************************************************************
 DN8290  DESIGNATION -  1 U 3
 DN8290  PID         -  DN8290
 DN8290  STATE/COUNTY-  NJ/ATLANTIC
 DN8290  COUNTRY     -  US
 DN8290  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8290
 DN8290                         *CURRENT SURVEY CONTROL
 DN8290  ______________________________________________________________________
 DN8290* NAD 83(1986) POSITION- 39 26 32.88   (N) 074 34 02.61   (W)   HD_HELD1
 DN8290* NAVD 88 ORTHO HEIGHT -    12.815 (meters)       42.04  (feet) ADJUSTED
 DN8290  ______________________________________________________________________
 DN8290  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 DN8290  DYNAMIC HEIGHT  -         12.808 (meters)       42.02  (feet) COMP
 DN8290  MODELED GRAVITY -    980,123.3   (mgal)                       NAVD 88
 DN8290
 DN8290  VERT ORDER      -  FIRST     CLASS II
 DN8290
 DN8290.The horizontal coordinates were determined by differentially corrected
 DN8290.hand held GPS observations or other comparable positioning techniques
 DN8290.and have an estimated accuracy of +/- 3 meters.
 DN8290
 DN8290.The orthometric height was determined by differential leveling and
 DN8290.adjusted by the NATIONAL GEODETIC SURVEY
 DN8290.in April 2013.
 DN8290
 DN8290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8290.GEOID18 height accuracy estimate available here.
 DN8290
 DN8290.Click photographs - Photos may exist for this station.
 DN8290
 DN8290.The dynamic height is computed by dividing the NAVD 88
 DN8290.geopotential number by the normal gravity value computed on the
 DN8290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8290.degrees latitude (g = 980.6199 gals.).
 DN8290
 DN8290.The modeled gravity was interpolated from observed gravity values.
 DN8290
 DN8290;                    North         East    Units  Estimated Accuracy
 DN8290;SPC NJ       -    67,620.2     144,199.2     MT  (+/- 3 meters HH1 GPS) 
 DN8290
 DN8290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3722565968(NAD 83)
 DN8290
 DN8290                          SUPERSEDED SURVEY CONTROL
 DN8290
 DN8290.No superseded survey control is available for this station.
 DN8290
 DN8290_MARKER: DD = SURVEY DISK
 DN8290_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DN8290+WITH SETTING: PAVEMENT
 DN8290_SP_SET: TRAFFIC LIGHT BASE
 DN8290_STAMPING: 1 U 3 2010
 DN8290_MARK LOGO: NJGS
 DN8290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8290+STABILITY: SURFACE MOTION
 DN8290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8290+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2019
 DN8290
 DN8290  HISTORY     - Date     Condition        Report By
 DN8290  HISTORY     - 20100514 MONUMENTED       NJGS
 DN8290  HISTORY     - 20190208 GOOD             BASE9
 DN8290
 DN8290                          STATION DESCRIPTION
 DN8290
 DN8290'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8290'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE EAST SIDE OF THE
 DN8290'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8290'LEADING TO THE ATLANTIC CITY INTERNATIONAL AIRPORT AT THE T-JUNCTION
 DN8290'WITH THE TERMINAL ROAD TO THE AIRPORT.
 DN8290'
 DN8290'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE INTERSECTION OF
 DN8290'TILTON ROAD, COUNTY ROAD 563, DELILAH ROAD, COUNTY ROAD 646 AND THE
 DN8290'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8290'GO EAST NORTHEAST ON AMELIA EARHART BOULEVARD FOR 1.0 MI (1.6 KM) TO A
 DN8290'TRAFFIC LIGHT AT A T-JUNCTION WITH THE AIRPORT TERMINAL ACCESS ROAD
 DN8290'LEADING NORTHWEST AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL
 DN8290'HOLE IN THE NORTHWEST CORNER OF THE FOUNDATION, SITUATED WITHIN A
 DN8290'LANDSCAPED GRASS ISLAND SEPARATING THE NORTHBOUND LANES OF AMELIA
 DN8290'EARHART BOULEVARD AND THE ENTRANCE RAMP LEADING TO THE FAA VISITORS
 DN8290'AND DELIVERIES BUILDING.
 DN8290'
 DN8290'THE STATION IS 6.0 FT (1.8 M) SOUTHEAST FROM THE SOUTHEAST CURB OF
 DN8290'AMELIA EARHART BOULEVARD, 74.0 FT (22.6 M) NORTHEAST FROM THE
 DN8290'SOUTHWEST NOSE OF THE LANDSCAPED GRASS ISLAND, 90.0 FT (27.4 M) SOUTH
 DN8290'FROM THE NORTH NOSE OF THE LANDSCAPED GRASS ISLAND AND 67.0 FT (20.4
 DN8290'M) SOUTHWEST FROM WOOD UTILITY POLE NUMBER P39229.
 DN8290
 DN8290                          STATION RECOVERY (2019)
 DN8290
 DN8290'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (DRD)
 DN8290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8250 ***********************************************************************
 DQ8250  DESIGNATION -  1 U 4
 DQ8250  PID         -  DQ8250
 DQ8250  STATE/COUNTY-  NJ/ATLANTIC
 DQ8250  COUNTRY     -  US
 DQ8250  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8250
 DQ8250                         *CURRENT SURVEY CONTROL
 DQ8250  ______________________________________________________________________
 DQ8250* NAD 83(1986) POSITION- 39 21 18.69   (N) 074 27 29.22   (W)   HD_HELD1
 DQ8250* NAVD 88 ORTHO HEIGHT -     1.507 (meters)        4.94  (feet) ADJUSTED
 DQ8250  ______________________________________________________________________
 DQ8250  GEOID HEIGHT    -        -34.419 (meters)                     GEOID18
 DQ8250  DYNAMIC HEIGHT  -          1.506 (meters)        4.94  (feet) COMP
 DQ8250  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 DQ8250
 DQ8250  VERT ORDER      -  FIRST     CLASS II
 DQ8250
 DQ8250.The horizontal coordinates were determined by differentially corrected
 DQ8250.hand held GPS observations or other comparable positioning techniques
 DQ8250.and have an estimated accuracy of +/- 3 meters.
 DQ8250
 DQ8250.The orthometric height was determined by differential leveling and
 DQ8250.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8250.in August 2018.
 DQ8250
 DQ8250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8250.GEOID18 height accuracy estimate available here.
 DQ8250
 DQ8250.Click photographs - Photos may exist for this station.
 DQ8250
 DQ8250.The dynamic height is computed by dividing the NAVD 88
 DQ8250.geopotential number by the normal gravity value computed on the
 DQ8250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8250.degrees latitude (g = 980.6199 gals.).
 DQ8250
 DQ8250.The modeled gravity was interpolated from observed gravity values.
 DQ8250
 DQ8250;                    North         East    Units  Estimated Accuracy
 DQ8250;SPC NJ       -    57,930.3     153,609.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8250
 DQ8250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4668756333(NAD 83)
 DQ8250
 DQ8250                          SUPERSEDED SURVEY CONTROL
 DQ8250
 DQ8250.No superseded survey control is available for this station.
 DQ8250
 DQ8250_MARKER: DD = SURVEY DISK
 DQ8250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8250_STAMPING: 1 U 4 2017
 DQ8250_MARK LOGO: NJDT
 DQ8250_PROJECTION: FLUSH
 DQ8250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8250+STABILITY: SURFACE MOTION
 DQ8250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8250+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8250
 DQ8250  HISTORY     - Date     Condition        Report By
 DQ8250  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8250  HISTORY     - 20170518 GOOD             NJGS
 DQ8250
 DQ8250                          STATION DESCRIPTION
 DQ8250
 DQ8250'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8250'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF BRIGANTINE,
 DQ8250'4.3 MI (6.9 KM) SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8250'
 DQ8250'THE STATION IS A MONUMENT SET IN THE DRIVWAY/SIDEWALK AREA ON THE
 DQ8250'SOUTHWEST SIDE OF U.S. HIGHWAYS 322/40, IN THE DRIVEWAY OF THE KERBECK
 DQ8250'AUTO DEALER.
 DQ8250'
 DQ8250'THE STATION IS 3 FT (0.9 M) SOUTHWEST OF THE CURB OF US HIGHWAY
 DQ8250'322/40, 50 FT (15.2 M) SOUTHEAST OF POLE NUMBER A6436, 18 FT (5.5 M)
 DQ8250'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A FENCE POST ON THE
 DQ8250'SOUTHEAST SIDE OF THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8276 ***********************************************************************
 DQ8276  DESIGNATION -  1 U 5
 DQ8276  PID         -  DQ8276
 DQ8276  STATE/COUNTY-  NJ/ATLANTIC
 DQ8276  COUNTRY     -  US
 DQ8276  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8276
 DQ8276                         *CURRENT SURVEY CONTROL
 DQ8276  ______________________________________________________________________
 DQ8276* NAD 83(1986) POSITION- 39 21 44.43   (N) 074 24 44.31   (W)   HD_HELD1
 DQ8276* NAVD 88 ORTHO HEIGHT -     3.773 (meters)       12.38  (feet) ADJUSTED
 DQ8276  ______________________________________________________________________
 DQ8276  GEOID HEIGHT    -        -34.440 (meters)                     GEOID18
 DQ8276  DYNAMIC HEIGHT  -          3.771 (meters)       12.37  (feet) COMP
 DQ8276  MODELED GRAVITY -    980,106.3   (mgal)                       NAVD 88
 DQ8276
 DQ8276  VERT ORDER      -  FIRST     CLASS II
 DQ8276
 DQ8276.The horizontal coordinates were determined by differentially corrected
 DQ8276.hand held GPS observations or other comparable positioning techniques
 DQ8276.and have an estimated accuracy of +/- 3 meters.
 DQ8276
 DQ8276.The orthometric height was determined by differential leveling and
 DQ8276.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8276.in August 2018.
 DQ8276
 DQ8276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8276.GEOID18 height accuracy estimate available here.
 DQ8276
 DQ8276.Click photographs - Photos may exist for this station.
 DQ8276
 DQ8276.The dynamic height is computed by dividing the NAVD 88
 DQ8276.geopotential number by the normal gravity value computed on the
 DQ8276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8276.degrees latitude (g = 980.6199 gals.).
 DQ8276
 DQ8276.The modeled gravity was interpolated from observed gravity values.
 DQ8276
 DQ8276;                    North         East    Units  Estimated Accuracy
 DQ8276;SPC NJ       -    58,726.9     157,556.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8276
 DQ8276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5062857151(NAD 83)
 DQ8276
 DQ8276                          SUPERSEDED SURVEY CONTROL
 DQ8276
 DQ8276.No superseded survey control is available for this station.
 DQ8276
 DQ8276_MARKER: DD = SURVEY DISK
 DQ8276_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8276+WITH SETTING: PAVEMENT
 DQ8276_SP_SET: RAMP
 DQ8276_STAMPING: 1 U 5 2017
 DQ8276_MARK LOGO: NJGS
 DQ8276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8276+STABILITY: SURFACE MOTION
 DQ8276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8276+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8276
 DQ8276  HISTORY     - Date     Condition        Report By
 DQ8276  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8276
 DQ8276                          STATION DESCRIPTION
 DQ8276
 DQ8276'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8276'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF
 DQ8276'PLEASANTVILLE, 4.2 MI (6.8 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC
 DQ8276'CITY.
 DQ8276'
 DQ8276'IN ATLANTIC CITY, SET IN A DRILL HOLE OVER THE ABUTMENT FOR A VEHICLE
 DQ8276'RAMP LEADING TO THE BOARDWALK AT THE SOUTHEAST END OF RHODE ISLAND
 DQ8276'AVENUE.
 DQ8276'
 DQ8276'THE STATION IS 11 FT (3.4 M) SOUTHWEST OF THE CENTERLINE OF RHODE
 DQ8276'ISLAND AVENUE, 32 FT (9.8 M) NORTHWEST OF THE CENTERLINE OF THE
 DQ8276'BOARDWALK, 30 FT (9.1 M) EAST-NORTHEAST OF A BEACON LIGHT ON THE
 DQ8276'BOARDWALK, 2 FT (0.6 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE RAMP, 2
 DQ8276'FT (0.6 M) NORTH-NORTHWEST OF THE NORTHWEST EDGE OF THE RAMP AND 2 FT
 DQ8276'(0.6 M) NORTHEAST OF THE ALUMINUM HAND RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8301 ***********************************************************************
 DQ8301  DESIGNATION -  1 U 6
 DQ8301  PID         -  DQ8301
 DQ8301  STATE/COUNTY-  NJ/ATLANTIC
 DQ8301  COUNTRY     -  US
 DQ8301  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8301
 DQ8301                         *CURRENT SURVEY CONTROL
 DQ8301  ______________________________________________________________________
 DQ8301* NAD 83(1986) POSITION- 39 21 35.54   (N) 074 27 42.81   (W)   HD_HELD1
 DQ8301* NAVD 88 ORTHO HEIGHT -     1.602 (meters)        5.26  (feet) ADJUSTED
 DQ8301  ______________________________________________________________________
 DQ8301  GEOID HEIGHT    -        -34.395 (meters)                     GEOID18
 DQ8301  DYNAMIC HEIGHT  -          1.601 (meters)        5.25  (feet) COMP
 DQ8301  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 DQ8301
 DQ8301  VERT ORDER      -  FIRST     CLASS II
 DQ8301
 DQ8301.The horizontal coordinates were determined by differentially corrected
 DQ8301.hand held GPS observations or other comparable positioning techniques
 DQ8301.and have an estimated accuracy of +/- 3 meters.
 DQ8301
 DQ8301.The orthometric height was determined by differential leveling and
 DQ8301.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8301.in August 2018.
 DQ8301
 DQ8301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8301.GEOID18 height accuracy estimate available here.
 DQ8301
 DQ8301.Click photographs - Photos may exist for this station.
 DQ8301
 DQ8301.The dynamic height is computed by dividing the NAVD 88
 DQ8301.geopotential number by the normal gravity value computed on the
 DQ8301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8301.degrees latitude (g = 980.6199 gals.).
 DQ8301
 DQ8301.The modeled gravity was interpolated from observed gravity values.
 DQ8301
 DQ8301;                    North         East    Units  Estimated Accuracy
 DQ8301;SPC NJ       -    58,449.8     153,284.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8301
 DQ8301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4635856851(NAD 83)
 DQ8301
 DQ8301                          SUPERSEDED SURVEY CONTROL
 DQ8301
 DQ8301.No superseded survey control is available for this station.
 DQ8301
 DQ8301_MARKER: DD = SURVEY DISK
 DQ8301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8301_STAMPING: 1 U 6 2017
 DQ8301_MARK LOGO: NJGS
 DQ8301_PROJECTION: FLUSH
 DQ8301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8301+STABILITY: SURFACE MOTION
 DQ8301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8301+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2017
 DQ8301
 DQ8301  HISTORY     - Date     Condition        Report By
 DQ8301  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8301  HISTORY     - 20170612 GOOD             NJGS
 DQ8301
 DQ8301                          STATION DESCRIPTION
 DQ8301
 DQ8301'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8301'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF
 DQ8301'BRIGANTINE, 3.9 MI (6.3 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 DQ8301'ATLANTIC CITY.
 DQ8301'
 DQ8301'IN ATLANTIC CITY, ON THE SOUTHWEST SIDE OF ALBANY BOULEVARD (U.S.
 DQ8301'HIGHWAY 322/40) ABOUT 188 FT (57.3 M) SOUTHEAST OF THE CENTERLINE OF
 DQ8301'WEST END AVENUE (COUNTY ROUTE 629), IN A CONCRETE MONUMENT LOCATED IN
 DQ8301'THE SIDEWALK AREA.
 DQ8301'
 DQ8301'THE STATION IS 3 FT (0.9 M) SOUTHWEST OF THE SOUTHWEST CURB OF ALBANY
 DQ8301'BOULEVARD (U.S. HIGHWAY 322/40), 72.4 FT (22.1 M) NORTH-NORTHWEST OF
 DQ8301'POLE NUMBER A9476, 15.5 FT (4.7 M) SOUTHEAST OF THE CENTERLINE OF A
 DQ8301'DRIVEWAY (BLOCKED) LEADING TO MCDONALDS, 3 FT (0.9 M) NORTHWEST OF THE
 DQ8301'RANGE OF THE NORTH WALL OF MCDONALDS AND 96.6 FT (29.4 M) SOUTHEAST OF
 DQ8301'MILE MARKER 63 FOR EASTBOUND LANES OF ALBANY BOULEVARD (U.S. HIGHWAY
 DQ8301'322/40).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7215 ***********************************************************************
 DR7215  DESIGNATION -  1 U 7
 DR7215  PID         -  DR7215
 DR7215  STATE/COUNTY-  NJ/ATLANTIC
 DR7215  COUNTRY     -  US
 DR7215  USGS QUAD   -  OCEANVILLE (2019)
 DR7215
 DR7215                         *CURRENT SURVEY CONTROL
 DR7215  ______________________________________________________________________
 DR7215* NAD 83(1986) POSITION- 39 23 22.52   (N) 074 24 48.46   (W)   HD_HELD1
 DR7215* NAVD 88 ORTHO HEIGHT -     2.429 (meters)        7.97  (feet) ADJUSTED
 DR7215  ______________________________________________________________________
 DR7215  GEOID HEIGHT    -        -34.322 (meters)                     GEOID18
 DR7215  DYNAMIC HEIGHT  -          2.428 (meters)        7.97  (feet) COMP
 DR7215  MODELED GRAVITY -    980,111.4   (mgal)                       NAVD 88
 DR7215
 DR7215  VERT ORDER      -  FIRST     CLASS II
 DR7215
 DR7215.The horizontal coordinates were determined by differentially corrected
 DR7215.hand held GPS observations or other comparable positioning techniques
 DR7215.and have an estimated accuracy of +/- 3 meters.
 DR7215
 DR7215.The orthometric height was determined by differential leveling and
 DR7215.adjusted by the NATIONAL GEODETIC SURVEY
 DR7215.in March 2022.
 DR7215
 DR7215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7215.GEOID18 height accuracy estimate available here.
 DR7215
 DR7215.Click photographs - Photos may exist for this station.
 DR7215
 DR7215.The dynamic height is computed by dividing the NAVD 88
 DR7215.geopotential number by the normal gravity value computed on the
 DR7215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7215.degrees latitude (g = 980.6199 gals.).
 DR7215
 DR7215.The modeled gravity was interpolated from observed gravity values.
 DR7215
 DR7215;                    North         East    Units  Estimated Accuracy
 DR7215;SPC NJ       -    61,751.6     157,454.5     MT  (+/- 3 meters HH1 GPS) 
 DR7215
 DR7215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5050960175(NAD 83)
 DR7215
 DR7215                          SUPERSEDED SURVEY CONTROL
 DR7215
 DR7215.No superseded survey control is available for this station.
 DR7215
 DR7215_MARKER: DD = SURVEY DISK
 DR7215_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR7215_SP_SET: SEWER ACCESS CHAMBER
 DR7215_STAMPING: 1 U 7 2021
 DR7215_MARK LOGO: NJGS
 DR7215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7215+STABILITY: SURFACE MOTION
 DR7215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7215+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2021
 DR7215
 DR7215  HISTORY     - Date     Condition        Report By
 DR7215  HISTORY     - 20210525 MONUMENTED       NJGS
 DR7215
 DR7215                          STATION DESCRIPTION
 DR7215
 DR7215'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7215'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST OF PLEASANTVILLE, 3.0
 DR7215'MI (4.8 KM) WEST-SOUTHWEST OF BRIGANTINE AND 1.8 MI (2.9 KM)
 DR7215'NORTH-NORTHEAST OF ATLANTIC CITY IN BRIGANTINE CITY, NJ.
 DR7215'
 DR7215'TO REACH THE STATION FROM THE END OF THE ROUTE 87 BRIDGE OVER THE
 DR7215'ABSECON INLET, TAKE THE LEFT EXIT (CONVENTION CTR DOWNBEACH MARINA
 DR7215'BRIGANTINE) FROM ROUTE 30 GOING EAST INTO ATLANTIC CITY, THEN CONTINUE
 DR7215'STRAIGHT TO EXIT G, THEN KEEP LEFT AT THE FORK AT EXIT G TO FOLLOW
 DR7215'SIGN TO BRIGANTINE, THEN MERGE ONTO ROUTE 87 AND KEEP LEFT TO THE
 DR7215'BRIDGE STRAIGHT AHEAD.  CONTINUE NORTH FOR ABOUT 0.92 MI (1.48 KM) TO
 DR7215'THE STATION ON THE RIGHT ON ATLANTIC BRIGANTINE BOULEVARD.
 DR7215'
 DR7215'THE STATION IS 101 FT (30.8 M) SOUTHWEST FROM SIGN (WELCOME TO
 DR7215'BRIGANTINE BEACH), 32.3 FT (9.8 M) SOUTHEAST FROM THE CENTERLINE OF
 DR7215'BRIGANTINE BOULEVARD, 24.5 FT (7.5 M) EAST FROM POLE NUMBER A2591,
 DR7215'10.3 FT (3.1 M) SOUTHEAST FROM THE EDGE OF PAVEMENT, 6.3 FT (1.9 M)
 DR7215'FROM VENT PIPE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6012 ***********************************************************************
 DM6012  DESIGNATION -  1 V 1
 DM6012  PID         -  DM6012
 DM6012  STATE/COUNTY-  NJ/ATLANTIC
 DM6012  COUNTRY     -  US
 DM6012  USGS QUAD   -  MAYS LANDING (2019)
 DM6012
 DM6012                         *CURRENT SURVEY CONTROL
 DM6012  ______________________________________________________________________
 DM6012* NAD 83(1986) POSITION- 39 28 39.     (N) 074 42 49.     (W)   SCALED
 DM6012* NAVD 88 ORTHO HEIGHT -     8.323 (meters)       27.31  (feet) ADJUSTED
 DM6012  ______________________________________________________________________
 DM6012  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 DM6012  DYNAMIC HEIGHT  -          8.319 (meters)       27.29  (feet) COMP
 DM6012  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 DM6012
 DM6012  VERT ORDER      -  FIRST     CLASS I
 DM6012
 DM6012.The horizontal coordinates were scaled from a map and have
 DM6012.an estimated accuracy of +/- 6 seconds.
 DM6012
 DM6012.The orthometric height was determined by differential leveling and
 DM6012.adjusted by the NATIONAL GEODETIC SURVEY
 DM6012.in May 2011.
 DM6012
 DM6012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6012.GEOID18 height accuracy estimate available here.
 DM6012
 DM6012.Click photographs - Photos may exist for this station.
 DM6012
 DM6012.The dynamic height is computed by dividing the NAVD 88
 DM6012.geopotential number by the normal gravity value computed on the
 DM6012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6012.degrees latitude (g = 980.6199 gals.).
 DM6012
 DM6012.The modeled gravity was interpolated from observed gravity values.
 DM6012
 DM6012;                    North         East    Units  Estimated Accuracy
 DM6012;SPC NJ       -    71,530.      131,620.      MT  (+/- 180 meters Scaled)
 DM6012
 DM6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ246698(NAD 83)
 DM6012
 DM6012                          SUPERSEDED SURVEY CONTROL
 DM6012
 DM6012.No superseded survey control is available for this station.
 DM6012
 DM6012_MARKER: DD = SURVEY DISK
 DM6012_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6012_SP_SET: BRIDGE SIDEWALK
 DM6012_STAMPING: 1 V 1 2006
 DM6012_MARK LOGO: NJGS
 DM6012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6012+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2012
 DM6012
 DM6012  HISTORY     - Date     Condition        Report By
 DM6012  HISTORY     - 20060808 MONUMENTED       NJGS
 DM6012  HISTORY     - 20120314 GOOD             INDIV
 DM6012
 DM6012                          STATION DESCRIPTION
 DM6012
 DM6012'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM6012'THE STATION IS LOCATED IN HAMILTON TOWNSHIP.
 DM6012'
 DM6012'2.0 MI NORTH OF MAYS LANDING, SET IN A DRILL HOLE IN THE SIDEWALK OF
 DM6012'THE U.S. HIGHWAY 322 WESTBOUND LANES BRIDGE SPANNING WATER RACE CREEK,
 DM6012'ABOUT 0.15 MI (0.2 KM) NORTHWEST OF THE N.J. ROUTE 50 BRIDGE OVER
 DM6012'U.S.HIGHWAY 322 (THE BLACKHORSE PIKE).
 DM6012'
 DM6012'THE STATION IS 3.4 FT (1.0 M) NORTHEAST OF THE NORTHEAST CURB OF THE
 DM6012'WESTBOUND LANES, 20.6 FT (6.3 M) NORTHWEST OF THE CENTER OF THE
 DM6012'BRIDGE, 94.3 FT (28.7 M) SOUTHEAST OF POLE NUMBER BT2430, 165.0 FT
 DM6012'(50.3 M) NORTHWEST OF POLE NUMBER BT2391HE AT THE END OF THE ROUTE 50
 DM6012'RAMP ONTO HIGHWAY 322.  THERE IS A WITNESS SIGN ATTACHED TO THE BRIDGE
 DM6012'FENCE.
 DM6012
 DM6012                          STATION RECOVERY (2012)
 DM6012
 DM6012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 DM6012'RECOVERED AS DESCRIBED. THE STATION IS SET IN A DRILL HOLE IN THE
 DM6012'SIDEWALK OF THE BRIDGE CARRYING THE WESTBOUND LANES OF U.S. HIGHWAY
 DM6012'322 OVER WATERING RACE CREEK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8273 ***********************************************************************
 DN8273  DESIGNATION -  1 V 2
 DN8273  PID         -  DN8273
 DN8273  STATE/COUNTY-  NJ/ATLANTIC
 DN8273  COUNTRY     -  US
 DN8273  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8273
 DN8273                         *CURRENT SURVEY CONTROL
 DN8273  ______________________________________________________________________
 DN8273* NAD 83(1986) POSITION- 39 26 48.21   (N) 074 31 47.73   (W)   HD_HELD1
 DN8273* NAVD 88 ORTHO HEIGHT -     6.887 (meters)       22.60  (feet) ADJUSTED
 DN8273  ______________________________________________________________________
 DN8273  GEOID HEIGHT    -        -33.930 (meters)                     GEOID18
 DN8273  DYNAMIC HEIGHT  -          6.884 (meters)       22.59  (feet) COMP
 DN8273  MODELED GRAVITY -    980,123.9   (mgal)                       NAVD 88
 DN8273
 DN8273  VERT ORDER      -  FIRST     CLASS II
 DN8273
 DN8273.The horizontal coordinates were determined by differentially corrected
 DN8273.hand held GPS observations or other comparable positioning techniques
 DN8273.and have an estimated accuracy of +/- 3 meters.
 DN8273
 DN8273.The orthometric height was determined by differential leveling and
 DN8273.adjusted by the NATIONAL GEODETIC SURVEY
 DN8273.in April 2013.
 DN8273
 DN8273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8273.GEOID18 height accuracy estimate available here.
 DN8273
 DN8273.Click photographs - Photos may exist for this station.
 DN8273
 DN8273.The dynamic height is computed by dividing the NAVD 88
 DN8273.geopotential number by the normal gravity value computed on the
 DN8273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8273.degrees latitude (g = 980.6199 gals.).
 DN8273
 DN8273.The modeled gravity was interpolated from observed gravity values.
 DN8273
 DN8273;                    North         East    Units  Estimated Accuracy
 DN8273;SPC NJ       -    68,091.2     147,424.3     MT  (+/- 3 meters HH1 GPS) 
 DN8273
 DN8273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4044766457(NAD 83)
 DN8273
 DN8273                          SUPERSEDED SURVEY CONTROL
 DN8273
 DN8273.No superseded survey control is available for this station.
 DN8273
 DN8273_MARKER: DD = SURVEY DISK
 DN8273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8273_SP_SET: CULVERT HEADWALL
 DN8273_STAMPING: 1 V 2 2010
 DN8273_MARK LOGO: NJGS
 DN8273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8273+STABILITY: SURFACE MOTION
 DN8273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8273+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2018
 DN8273
 DN8273  HISTORY     - Date     Condition        Report By
 DN8273  HISTORY     - 20100507 MONUMENTED       NJGS
 DN8273  HISTORY     - 20180607 GOOD             NJGS
 DN8273
 DN8273                          STATION DESCRIPTION
 DN8273
 DN8273'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8273'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTHWEST SIDE OF
 DN8273'U.S. HIGHWAY 30.
 DN8273'
 DN8273'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8273'U.S. HIGHWAY 30 AND THE GARDEN STATE PARKWAY AT INTERCHANGE 40, GO
 DN8273'SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.45 MI (0.7 KM) TO THE STATION ON
 DN8273'THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE TOP OF A SMALL CONCRETE
 DN8273'CULVERT HEAD WALL IN A DETENTION BASIN ON THE NORTHWEST SIDE OF THE
 DN8273'PAVED ENTRANCE DRIVE LEADING TO THE RAMADA INN HOTEL, A FOUR STORY
 DN8273'CONCRETE BLOCK AND STUCCO BUILDING.
 DN8273'
 DN8273'THE STATION IS 8.9 M (29.2 FT) NORTHWEST FROM THE CENTER LINE OF THE
 DN8273'PAVED ENTRANCE DRIVE, 7.4 M (24.3 FT) SOUTHWEST FROM THE CENTER OF A
 DN8273'RECTANGULAR ENTER SIGN ON THE NORTHWEST SIDE OF THE PAVED ENTRANCE
 DN8273'DRIVE, 18.5 M (60.7 FT) SOUTH FROM A SQUARE CONCRETE UTILITY JUNCTION
 DN8273'CHAMBER WITH STEEL GRATE AT THE NORTH SIDE OF THE DETENTION BASIN AND
 DN8273'4.3 M (14.1 FT) NORTH FROM A SQUARE METAL LIGHT POLE ON THE NORTHWEST
 DN8273'SIDE OF THE PAVED ENTRANCE DRIVE.
 DN8273
 DN8273                          STATION RECOVERY (2018)
 DN8273
 DN8273'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DN8273'THE STATION IS LOCATED IN THE RENAMED WH PIKE HOTEL, THE RECTANGULAR
 DN8273'ENTER SIGN HAS BEEN REMOVED.  IT IS 18.5 M (60.7 FT) SOUTH-SOUTHEAST
 DN8273'FROM A SQUARE CONCRETE UTILITY JUNCTION BOX WITH STEEL GRATE AT THE
 DN8273'NORTH SIDE OF THE DETENTION BASIN AND 15.2 M (49.9 FT) SOUTHWEST OF
 DN8273'THE CURB LINE OF UNITED STATES ROUTE 30.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8291 ***********************************************************************
 DN8291  DESIGNATION -  1 V 3
 DN8291  PID         -  DN8291
 DN8291  STATE/COUNTY-  NJ/ATLANTIC
 DN8291  COUNTRY     -  US
 DN8291  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8291
 DN8291                         *CURRENT SURVEY CONTROL
 DN8291  ______________________________________________________________________
 DN8291* NAD 83(1986) POSITION- 39 26 40.18   (N) 074 34 09.42   (W)   HD_HELD1
 DN8291* NAVD 88 ORTHO HEIGHT -    11.368 (meters)       37.30  (feet) ADJUSTED
 DN8291  ______________________________________________________________________
 DN8291  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 DN8291  DYNAMIC HEIGHT  -         11.362 (meters)       37.28  (feet) COMP
 DN8291  MODELED GRAVITY -    980,123.6   (mgal)                       NAVD 88
 DN8291
 DN8291  VERT ORDER      -  FIRST     CLASS II
 DN8291
 DN8291.The horizontal coordinates were determined by differentially corrected
 DN8291.hand held GPS observations or other comparable positioning techniques
 DN8291.and have an estimated accuracy of +/- 3 meters.
 DN8291
 DN8291.The orthometric height was determined by differential leveling and
 DN8291.adjusted by the NATIONAL GEODETIC SURVEY
 DN8291.in April 2013.
 DN8291
 DN8291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8291.GEOID18 height accuracy estimate available here.
 DN8291
 DN8291.Click photographs - Photos may exist for this station.
 DN8291
 DN8291.The dynamic height is computed by dividing the NAVD 88
 DN8291.geopotential number by the normal gravity value computed on the
 DN8291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8291.degrees latitude (g = 980.6199 gals.).
 DN8291
 DN8291.The modeled gravity was interpolated from observed gravity values.
 DN8291
 DN8291;                    North         East    Units  Estimated Accuracy
 DN8291;SPC NJ       -    67,845.5     144,036.6     MT  (+/- 3 meters HH1 GPS) 
 DN8291
 DN8291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3706266193(NAD 83)
 DN8291
 DN8291                          SUPERSEDED SURVEY CONTROL
 DN8291
 DN8291.No superseded survey control is available for this station.
 DN8291
 DN8291_MARKER: DD = SURVEY DISK
 DN8291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN8291_SP_SET: DRAINAGE CHAMBER
 DN8291_STAMPING: 1 V 3 2010
 DN8291_MARK LOGO: NJGS
 DN8291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8291+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2019
 DN8291
 DN8291  HISTORY     - Date     Condition        Report By
 DN8291  HISTORY     - 20100514 MONUMENTED       NJGS
 DN8291  HISTORY     - 20190208 GOOD             BASE9
 DN8291
 DN8291                          STATION DESCRIPTION
 DN8291
 DN8291'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8291'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE EAST SIDE OF THE
 DN8291'AIRPORT TERMINAL ACCESS ROAD LEADING TO THE ATLANTIC CITY
 DN8291'INTERNATIONAL AIRPORT.
 DN8291'
 DN8291'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE INTERSECTION OF
 DN8291'TILTON ROAD, COUNTY ROAD 563, DELILAH ROAD, COUNTY ROAD 646 AND THE
 DN8291'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8291'GO EAST NORTHEAST ON AMELIA EARHART BOULEVARD FOR 1.0 MI (1.6 KM) TO A
 DN8291'TRAFFIC LIGHT AT A T-JUNCTION WITH THE AIRPORT TERMINAL ACCESS ROAD.
 DN8291'TURN LEFT AND GO NORTH ON THE AIRPORT TERMINAL ACCESS ROAD FOR 0.1 MI
 DN8291'(0.2 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE
 DN8291'SOUTH CORNER OF A CONCRETE DRAINAGE CHAMBER.
 DN8291'
 DN8291'THE STATION IS 20.O FT (6.1 M) EAST FROM THE CENTER LINE OF THE
 DN8291'AIRPORT TERMINAL ACCESS ROAD, 15.0 FT (4.6 M) WEST FROM A 10 FT (3.0
 DN8291'M) HIGH CHAIN LINK FENCE, 66.0 FT (20.1 M) NORTH FROM A WOOD UTILITY
 DN8291'POLE WITH NO NUMBER AND 10.0 FT (3.0 M) EAST FROM A STEEL BEAM GUIDE
 DN8291'RAIL.
 DN8291
 DN8291                          STATION RECOVERY (2019)
 DN8291
 DN8291'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (DRD)
 DN8291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8251 ***********************************************************************
 DQ8251  DESIGNATION -  1 V 4
 DQ8251  PID         -  DQ8251
 DQ8251  STATE/COUNTY-  NJ/ATLANTIC
 DQ8251  COUNTRY     -  US
 DQ8251  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8251
 DQ8251                         *CURRENT SURVEY CONTROL
 DQ8251  ______________________________________________________________________
 DQ8251* NAD 83(1986) POSITION- 39 21 16.33   (N) 074 26 49.83   (W)   HD_HELD1
 DQ8251* NAVD 88 ORTHO HEIGHT -     2.382 (meters)        7.81  (feet) ADJUSTED
 DQ8251  ______________________________________________________________________
 DQ8251  GEOID HEIGHT    -        -34.434 (meters)                     GEOID18
 DQ8251  DYNAMIC HEIGHT  -          2.381 (meters)        7.81  (feet) COMP
 DQ8251  MODELED GRAVITY -    980,106.1   (mgal)                       NAVD 88
 DQ8251
 DQ8251  VERT ORDER      -  FIRST     CLASS II
 DQ8251
 DQ8251.The horizontal coordinates were determined by differentially corrected
 DQ8251.hand held GPS observations or other comparable positioning techniques
 DQ8251.and have an estimated accuracy of +/- 3 meters.
 DQ8251
 DQ8251.The orthometric height was determined by differential leveling and
 DQ8251.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8251.in August 2018.
 DQ8251
 DQ8251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8251.GEOID18 height accuracy estimate available here.
 DQ8251
 DQ8251.Click photographs - Photos may exist for this station.
 DQ8251
 DQ8251.The dynamic height is computed by dividing the NAVD 88
 DQ8251.geopotential number by the normal gravity value computed on the
 DQ8251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8251.degrees latitude (g = 980.6199 gals.).
 DQ8251
 DQ8251.The modeled gravity was interpolated from observed gravity values.
 DQ8251
 DQ8251;                    North         East    Units  Estimated Accuracy
 DQ8251;SPC NJ       -    57,858.1     154,552.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8251
 DQ8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4763056266(NAD 83)
 DQ8251
 DQ8251                          SUPERSEDED SURVEY CONTROL
 DQ8251
 DQ8251.No superseded survey control is available for this station.
 DQ8251
 DQ8251_MARKER: DD = SURVEY DISK
 DQ8251_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8251+WITH SETTING: PAVEMENT
 DQ8251_SP_SET: TRAFFIC SIGNAL BASE
 DQ8251_STAMPING: 1 V 4 2017
 DQ8251_MARK LOGO: NJGS
 DQ8251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8251+STABILITY: SURFACE MOTION
 DQ8251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8251+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8251
 DQ8251  HISTORY     - Date     Condition        Report By
 DQ8251  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8251
 DQ8251                          STATION DESCRIPTION
 DQ8251
 DQ8251'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8251'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHWEST OF BRIGANTINE,
 DQ8251'4.8 MI (7.7 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8251'
 DQ8251'IN ATLANTIC CITY, SET IN THE BASE OF A TRAFFIC SIGNAL ON THE NORTHWEST
 DQ8251'CORNER OF ATLANTIC AVENUE AND BRIGHTON AVENUE.
 DQ8251'
 DQ8251'THE STATION IS 33 FT (10.1 M) SOUTHWEST OF THE CENTERLINE OF BRIGHTON
 DQ8251'AVENUE, 35.6 FT (10.9 M) NORTH-NORTHWEST OF THE CENTERLINE OF ATLANTIC
 DQ8251'AVENUE, 5.7 FT (1.7 M) NORTH-NORTHWEST OF THE CURB OF ATLANTIC AVENUE,
 DQ8251'29.3 FT (8.9 M) SOUTH OF POLE NUMBER A38866.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8246 ***********************************************************************
 DQ8246  DESIGNATION -  1 V 5
 DQ8246  PID         -  DQ8246
 DQ8246  STATE/COUNTY-  NJ/ATLANTIC
 DQ8246  COUNTRY     -  US
 DQ8246  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8246
 DQ8246                         *CURRENT SURVEY CONTROL
 DQ8246  ______________________________________________________________________
 DQ8246* NAD 83(1986) POSITION- 39 20 23.28   (N) 074 28 18.91   (W)   HD_HELD1
 DQ8246* NAVD 88 ORTHO HEIGHT -     3.443 (meters)       11.30  (feet) ADJUSTED
 DQ8246  ______________________________________________________________________
 DQ8246  GEOID HEIGHT    -        -34.470 (meters)                     GEOID18
 DQ8246  DYNAMIC HEIGHT  -          3.441 (meters)       11.29  (feet) COMP
 DQ8246  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 DQ8246
 DQ8246  VERT ORDER      -  FIRST     CLASS II
 DQ8246
 DQ8246.The horizontal coordinates were determined by differentially corrected
 DQ8246.hand held GPS observations or other comparable positioning techniques
 DQ8246.and have an estimated accuracy of +/- 3 meters.
 DQ8246
 DQ8246.The orthometric height was determined by differential leveling and
 DQ8246.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8246.in August 2018.
 DQ8246
 DQ8246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8246.GEOID18 height accuracy estimate available here.
 DQ8246
 DQ8246.Click photographs - Photos may exist for this station.
 DQ8246
 DQ8246.The dynamic height is computed by dividing the NAVD 88
 DQ8246.geopotential number by the normal gravity value computed on the
 DQ8246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8246.degrees latitude (g = 980.6199 gals.).
 DQ8246
 DQ8246.The modeled gravity was interpolated from observed gravity values.
 DQ8246
 DQ8246;                    North         East    Units  Estimated Accuracy
 DQ8246;SPC NJ       -    56,221.2     152,420.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8246
 DQ8246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4550854618(NAD 83)
 DQ8246
 DQ8246                          SUPERSEDED SURVEY CONTROL
 DQ8246
 DQ8246.No superseded survey control is available for this station.
 DQ8246
 DQ8246_MARKER: DD = SURVEY DISK
 DQ8246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8246_SP_SET: RETAINING WALL
 DQ8246_STAMPING: 1 V 5
 DQ8246_MARK LOGO: USACE
 DQ8246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8246+STABILITY: SURFACE MOTION
 DQ8246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8246+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8246
 DQ8246  HISTORY     - Date     Condition        Report By
 DQ8246  HISTORY     - 2017     MONUMENTED       USACE
 DQ8246  HISTORY     - 20170518 GOOD             NJGS
 DQ8246
 DQ8246                          STATION DESCRIPTION
 DQ8246
 DQ8246'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8246'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF OCEAN CITY,
 DQ8246'4.4 MI (7.1 KM) SOUTHEAST OF PLEASANTVILLE AND 3.1 MI (5.0 KM)
 DQ8246'WEST-SOUTHWEST OF ATLANTIC CITY, IN VENTNOR CITY.
 DQ8246'
 DQ8246'THE STATION IS AT THE SOUTHEAST END OF SUFFOLK AVENUE, AT THE
 DQ8246'SOUTHEAST END OF A CONCRETE RETAINING WALL ON THE SOUTHWEST SIDE OF
 DQ8246'SUFFOLK AVENUE.
 DQ8246'
 DQ8246'THE STATION IS 35 FT (10.7 M) SOUTHWEST OF THE CENTERLINE OF SUFFOLK
 DQ8246'AVENUE, 19 FT (5.8 M) NORTHWEST OF THE CENTERLINE OF THE BOARDWALK, 35
 DQ8246'FT (10.7 M) SOUTHEAST OF STATION 853 4770 TIDAL C, 5 FT (1.5 M)
 DQ8246'NORTHWEST OF THE SOUTHEAST END OF THE WALL, 35 FT (10.7 M) SOUTHWEST
 DQ8246'OF THE CENTERLINE OF SUFFOLK AVENUE.
 DQ8246'
 DQ8246'NOTE-THE STATION IS ABOUT 4 FT (1.2 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8302 ***********************************************************************
 DQ8302  DESIGNATION -  1 V 6
 DQ8302  PID         -  DQ8302
 DQ8302  STATE/COUNTY-  NJ/ATLANTIC
 DQ8302  COUNTRY     -  US
 DQ8302  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8302
 DQ8302                         *CURRENT SURVEY CONTROL
 DQ8302  ______________________________________________________________________
 DQ8302* NAD 83(1986) POSITION- 39 22 14.94   (N) 074 28 39.28   (W)   HD_HELD1
 DQ8302* NAVD 88 ORTHO HEIGHT -     2.201 (meters)        7.22  (feet) ADJUSTED
 DQ8302  ______________________________________________________________________
 DQ8302  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 DQ8302  DYNAMIC HEIGHT  -          2.199 (meters)        7.21  (feet) COMP
 DQ8302  MODELED GRAVITY -    980,109.7   (mgal)                       NAVD 88
 DQ8302
 DQ8302  VERT ORDER      -  FIRST     CLASS II
 DQ8302
 DQ8302.The horizontal coordinates were determined by differentially corrected
 DQ8302.hand held GPS observations or other comparable positioning techniques
 DQ8302.and have an estimated accuracy of +/- 3 meters.
 DQ8302
 DQ8302.The orthometric height was determined by differential leveling and
 DQ8302.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8302.in August 2018.
 DQ8302
 DQ8302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8302.GEOID18 height accuracy estimate available here.
 DQ8302
 DQ8302.Click photographs - Photos may exist for this station.
 DQ8302
 DQ8302.The dynamic height is computed by dividing the NAVD 88
 DQ8302.geopotential number by the normal gravity value computed on the
 DQ8302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8302.degrees latitude (g = 980.6199 gals.).
 DQ8302
 DQ8302.The modeled gravity was interpolated from observed gravity values.
 DQ8302
 DQ8302;                    North         East    Units  Estimated Accuracy
 DQ8302;SPC NJ       -    59,664.3     151,932.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8302
 DQ8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4500058057(NAD 83)
 DQ8302
 DQ8302                          SUPERSEDED SURVEY CONTROL
 DQ8302
 DQ8302.No superseded survey control is available for this station.
 DQ8302
 DQ8302_MARKER: DD = SURVEY DISK
 DQ8302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8302_STAMPING: 1 V 6 2017
 DQ8302_MARK LOGO: NJDT
 DQ8302_PROJECTION: FLUSH
 DQ8302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8302+STABILITY: SURFACE MOTION
 DQ8302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8302+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2017
 DQ8302
 DQ8302  HISTORY     - Date     Condition        Report By
 DQ8302  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8302  HISTORY     - 20170612 GOOD             NJGS
 DQ8302
 DQ8302                          STATION DESCRIPTION
 DQ8302
 DQ8302'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8302'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF
 DQ8302'BRIGANTINE, 2.8 MI (4.5 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 DQ8302'ATLANTIC CITY.
 DQ8302'
 DQ8302'IN ATLANTIC CITY, STATION IS A CONCRETE MONUMENT LOCATED IN THE
 DQ8302'SIDEWALK AREA ON THE SOUTHWEST SIDE OF ALBANY BOULEVARD (U.S. HIGHWAY
 DQ8302'322/40) AT THE NORTHWEST END OF THE EASTBOUND LANES OF THE ALBANY
 DQ8302'BOULEVARD (U.S. HIGHWAY 322/40) BRIDGE SPANNING GREAT THOROFARE, ABOUT
 DQ8302'146 FT (44.5 M) SOUTHEAST OF A SIGNALIZED PEDESTRIAN CROSSING FOR
 DQ8302'ALBANY BOULEVARD (U.S. HIGHWAY 322/40).
 DQ8302'
 DQ8302'THE STATION IS 6.6 FT (2.0 M) SOUTHWEST OF THE SOUTHWEST CURB OF THE
 DQ8302'EASTBOUND LANES OF THE ALBANY BOULEVARD (U.S. HIGHWAY 322/40), 44.5 FT
 DQ8302'(13.6 M) NORTHWEST OF POLE NUMBER 6532, 89.5 FT (27.3 M) SOUTHEAST OF
 DQ8302'POLE NUMBER 653, 3.5 FT (1.1 M) SOUTHEAST OF THE NORTHWEST CORNER OF
 DQ8302'THE NORTHERLY END POST OF THE CONCRETE BALUSTRADE ON THE SOUTHWEST
 DQ8302'SIDE OF EASTBOUND LANES OF THE ALBANY BOULEVARD (U.S. HIGHWAY 322/40)
 DQ8302'AND 5.8 FT (1.8 M) NORTHWEST OF A MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7236 ***********************************************************************
 DR7236  DESIGNATION -  1 V 7
 DR7236  PID         -  DR7236
 DR7236  STATE/COUNTY-  NJ/ATLANTIC
 DR7236  COUNTRY     -  US
 DR7236  USGS QUAD   -  OCEANVILLE (2019)
 DR7236
 DR7236                         *CURRENT SURVEY CONTROL
 DR7236  ______________________________________________________________________
 DR7236* NAD 83(1986) POSITION- 39 23 15.07   (N) 074 25 06.03   (W)   HD_HELD1
 DR7236* NAVD 88 ORTHO HEIGHT -     6.838 (meters)       22.43  (feet) ADJUSTED
 DR7236  ______________________________________________________________________
 DR7236  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 DR7236  DYNAMIC HEIGHT  -          6.834 (meters)       22.42  (feet) COMP
 DR7236  MODELED GRAVITY -    980,111.1   (mgal)                       NAVD 88
 DR7236
 DR7236  VERT ORDER      -  FIRST     CLASS II
 DR7236
 DR7236.The horizontal coordinates were determined by differentially corrected
 DR7236.hand held GPS observations or other comparable positioning techniques
 DR7236.and have an estimated accuracy of +/- 3 meters.
 DR7236
 DR7236.The orthometric height was determined by differential leveling and
 DR7236.adjusted by the NATIONAL GEODETIC SURVEY
 DR7236.in March 2022.
 DR7236
 DR7236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7236.GEOID18 height accuracy estimate available here.
 DR7236
 DR7236.Click photographs - Photos may exist for this station.
 DR7236
 DR7236.The dynamic height is computed by dividing the NAVD 88
 DR7236.geopotential number by the normal gravity value computed on the
 DR7236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7236.degrees latitude (g = 980.6199 gals.).
 DR7236
 DR7236.The modeled gravity was interpolated from observed gravity values.
 DR7236
 DR7236;                    North         East    Units  Estimated Accuracy
 DR7236;SPC NJ       -    61,521.4     157,034.3     MT  (+/- 3 meters HH1 GPS) 
 DR7236
 DR7236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5009159942(NAD 83)
 DR7236
 DR7236                          SUPERSEDED SURVEY CONTROL
 DR7236
 DR7236.No superseded survey control is available for this station.
 DR7236
 DR7236_MARKER: DD = SURVEY DISK
 DR7236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7236_SP_SET: ELECTRIC JUNCTION BOX
 DR7236_STAMPING: 1 V 7 2021
 DR7236_MARK LOGO: NJGS
 DR7236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7236+STABILITY: SURFACE MOTION
 DR7236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7236+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2021
 DR7236
 DR7236  HISTORY     - Date     Condition        Report By
 DR7236  HISTORY     - 20210519 MONUMENTED       NJGS
 DR7236
 DR7236                          STATION DESCRIPTION
 DR7236
 DR7236'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DR7236'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF PLEASANTVILLE, 3.2
 DR7236'MI (5.1 KM) WEST-SOUTHWEST OF BRIGANTINE AND 1.6 MI (2.6 KM) NORTH OF
 DR7236'ATLANTIC CITY.
 DR7236'
 DR7236'TO REACH TO STATION FROM THE JUNCTION OF HARBOUR BEACH BOULEVARD AND
 DR7236'BRIGANTINE BOULEVARD IN BRIGANTINE, GO 1.2 MI (1.9 KM) SOUTHWEST ON
 DR7236'BRIGANTINE BOULEVARD TO THE STATION ON THE RIGHT, ON THE NORTHWEST
 DR7236'SIDE OF BRIGANTINE BOULEVARD (COUNTY ROAD 638) ON THE SOUTHWEST RIM OF
 DR7236'ELECTRICAL BOX FOR A LIGHT POLE.
 DR7236'
 DR7236'THE STATION IS 270 FT (82.3 M) EAST-NORTHEAST OF EAST END OF BRIDGE,
 DR7236'30.0 FT (9.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF SOUTHBOUND LANES
 DR7236'OF BRIGANTINE AVENUE, 4.8 FT (1.5 M) NORTH-NORTHWEST OF NORTHWEST CURB
 DR7236'AND 3.5 FT (1.1 M) SOUTHWEST OF LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6011 ***********************************************************************
 DM6011  DESIGNATION -  1 W 1
 DM6011  PID         -  DM6011
 DM6011  STATE/COUNTY-  NJ/ATLANTIC
 DM6011  COUNTRY     -  US
 DM6011  USGS QUAD   -  MAYS LANDING (2019)
 DM6011
 DM6011                         *CURRENT SURVEY CONTROL
 DM6011  ______________________________________________________________________
 DM6011* NAD 83(1986) POSITION- 39 28 32.     (N) 074 42 37.     (W)   SCALED
 DM6011* NAVD 88 ORTHO HEIGHT -     7.848 (meters)       25.75  (feet) ADJUSTED
 DM6011  ______________________________________________________________________
 DM6011  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 DM6011  DYNAMIC HEIGHT  -          7.844 (meters)       25.73  (feet) COMP
 DM6011  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 DM6011
 DM6011  VERT ORDER      -  FIRST     CLASS I
 DM6011
 DM6011.The horizontal coordinates were scaled from a map and have
 DM6011.an estimated accuracy of +/- 6 seconds.
 DM6011
 DM6011.The orthometric height was determined by differential leveling and
 DM6011.adjusted by the NATIONAL GEODETIC SURVEY
 DM6011.in May 2011.
 DM6011
 DM6011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6011.GEOID18 height accuracy estimate available here.
 DM6011
 DM6011.Click photographs - Photos may exist for this station.
 DM6011
 DM6011.The dynamic height is computed by dividing the NAVD 88
 DM6011.geopotential number by the normal gravity value computed on the
 DM6011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6011.degrees latitude (g = 980.6199 gals.).
 DM6011
 DM6011.The modeled gravity was interpolated from observed gravity values.
 DM6011
 DM6011;                    North         East    Units  Estimated Accuracy
 DM6011;SPC NJ       -    71,310.      131,910.      MT  (+/- 180 meters Scaled)
 DM6011
 DM6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ249695(NAD 83)
 DM6011
 DM6011                          SUPERSEDED SURVEY CONTROL
 DM6011
 DM6011.No superseded survey control is available for this station.
 DM6011
 DM6011_MARKER: DD = SURVEY DISK
 DM6011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6011_STAMPING: 1 W 1 2006
 DM6011_MARK LOGO: NJDT
 DM6011_PROJECTION: FLUSH
 DM6011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6011+STABILITY: SURFACE MOTION
 DM6011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6011+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2020
 DM6011
 DM6011  HISTORY     - Date     Condition        Report By
 DM6011  HISTORY     - UNK      MONUMENTED       NJDT
 DM6011  HISTORY     - 20060808 GOOD             NJGS
 DM6011  HISTORY     - 20120411 GOOD             INDIV
 DM6011  HISTORY     - 20201112 GOOD             NJGS
 DM6011
 DM6011                          STATION DESCRIPTION
 DM6011
 DM6011'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DM6011'THE STATION IS LOCATED IN HAMILTON TOWNSHIP.
 DM6011'
 DM6011'1.9 MI NORTH OF MAYS LANDING, IN THE NORTHEAST QUADRANT OF THE
 DM6011'CLOVERLEAF JUNCTION OF U.S. HIGHWAY 322 AND STATE ROUTE 50 BETWEEN THE
 DM6011'WESTBOUND LANES OF HIGHWAY 322 AND THE EXIT RAMP FROM HIGHWAY 322 TO
 DM6011'ROUTE 50.
 DM6011'
 DM6011'THE STATION IS 26.7 FT (8.1 M) EAST OF THE EAST END OF THE GUARDRAIL
 DM6011'ON THE WESTBOUND LANES, 9.7 FT (3.0 M) NORTH OF THE NORTH EDGE OF
 DM6011'PAVING FOR HIGHWAY 322 WESTBOUND, 71.1 FT (21.7 M) SOUTHEAST OF
 DM6011'STATION PLISSKEN, ABOUT 181.0 FT (55.2 M) WEST-NORTHWEST OF THE EAST
 DM6011'NOSE OF THE HIGHWAY 322 OFF RAMP ONTO ROUTE 50.
 DM6011
 DM6011                          STATION RECOVERY (2012)
 DM6011
 DM6011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 DM6011'RECOVERED AS DESCRIBED. STATION IS 71.1 FT SOUTHEAST OF STATION
 DM6011'PLISSKEN (DJ5348).
 DM6011
 DM6011                          STATION RECOVERY (2020)
 DM6011
 DM6011'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8274 ***********************************************************************
 DN8274  DESIGNATION -  1 W 2
 DN8274  PID         -  DN8274
 DN8274  STATE/COUNTY-  NJ/ATLANTIC
 DN8274  COUNTRY     -  US
 DN8274  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8274
 DN8274                         *CURRENT SURVEY CONTROL
 DN8274  ______________________________________________________________________
 DN8274* NAD 83(1986) POSITION- 39 26 39.     (N) 074 31 33.     (W)   SCALED
 DN8274* NAVD 88 ORTHO HEIGHT -     7.129 (meters)       23.39  (feet) ADJUSTED
 DN8274  ______________________________________________________________________
 DN8274  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 DN8274  DYNAMIC HEIGHT  -          7.126 (meters)       23.38  (feet) COMP
 DN8274  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 DN8274
 DN8274  VERT ORDER      -  FIRST     CLASS II
 DN8274
 DN8274.The horizontal coordinates were scaled from a map and have
 DN8274.an estimated accuracy of +/- 6 seconds.
 DN8274
 DN8274.The orthometric height was determined by differential leveling and
 DN8274.adjusted by the NATIONAL GEODETIC SURVEY
 DN8274.in April 2013.
 DN8274
 DN8274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8274.GEOID18 height accuracy estimate available here.
 DN8274
 DN8274.Click photographs - Photos may exist for this station.
 DN8274
 DN8274.The dynamic height is computed by dividing the NAVD 88
 DN8274.geopotential number by the normal gravity value computed on the
 DN8274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8274.degrees latitude (g = 980.6199 gals.).
 DN8274
 DN8274.The modeled gravity was interpolated from observed gravity values.
 DN8274
 DN8274;                    North         East    Units  Estimated Accuracy
 DN8274;SPC NJ       -    67,810.      147,780.      MT  (+/- 180 meters Scaled)
 DN8274
 DN8274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ408661(NAD 83)
 DN8274
 DN8274                          SUPERSEDED SURVEY CONTROL
 DN8274
 DN8274.No superseded survey control is available for this station.
 DN8274
 DN8274_MARKER: DD = SURVEY DISK
 DN8274_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8274_SP_SET: UTILITY BOX FOUNDATION
 DN8274_STAMPING: 1 W 2 2010
 DN8274_MARK LOGO: NJGS
 DN8274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8274+STABILITY: SURFACE MOTION
 DN8274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8274+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 DN8274
 DN8274  HISTORY     - Date     Condition        Report By
 DN8274  HISTORY     - 20100507 MONUMENTED       NJGS
 DN8274
 DN8274                          STATION DESCRIPTION
 DN8274
 DN8274'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8274'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTHWEST SIDE OF
 DN8274'U.S. HIGHWAY 30 AT THE JUNCTION WITH SIXTH AVENUE.
 DN8274'
 DN8274'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8274'U.S. HIGHWAY 30 AND THE GARDEN STATE PARKWAY AT INTERCHANGE 40, GO
 DN8274'SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.80 MI (1.3 KM) TO THE INTERSECTION
 DN8274'WITH SIXTH AVENUE, COUNTY ROAD 654 AND THE STATION ON THE RIGHT, SET
 DN8274'FLUSH IN A DRILL HOLE AT THE NORTHWEST CORNER OF A RECTANGULAR
 DN8274'CONCRETE FOUNDATION ADJACENT TO SEVERAL 4 FT (1.2 M) HIGH ELECTRICAL
 DN8274'UTILITY BOXES AT THE SOUTHWEST CORNER OF THE INTERSECTION.
 DN8274'
 DN8274'THE STATION IS 10.2 M (33.5 FT) NORTHWEST FROM THE CENTER LINE OF
 DN8274'SIXTH AVENUE, 2.7 M (8.9 FT) WEST-SOUTHWEST FROM WOOD UTILITY POLE
 DN8274'NUMBER P56296 200A AND 7.6 M (24.9 FT) SOUTH-SOUTHWEST FROM A YELLOW
 DN8274'PAINTED FIRE HYDRANT ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8296 ***********************************************************************
 DN8296  DESIGNATION -  1 W 3
 DN8296  PID         -  DN8296
 DN8296  STATE/COUNTY-  NJ/ATLANTIC
 DN8296  COUNTRY     -  US
 DN8296  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8296
 DN8296                         *CURRENT SURVEY CONTROL
 DN8296  ______________________________________________________________________
 DN8296* NAD 83(1986) POSITION- 39 26 48.28   (N) 074 35 14.69   (W)   HD_HELD1
 DN8296* NAVD 88 ORTHO HEIGHT -    14.945 (meters)       49.03  (feet) ADJUSTED
 DN8296  ______________________________________________________________________
 DN8296  GEOID HEIGHT    -        -33.905 (meters)                     GEOID18
 DN8296  DYNAMIC HEIGHT  -         14.937 (meters)       49.01  (feet) COMP
 DN8296  MODELED GRAVITY -    980,124.0   (mgal)                       NAVD 88
 DN8296
 DN8296  VERT ORDER      -  FIRST     CLASS II
 DN8296
 DN8296.The horizontal coordinates were determined by differentially corrected
 DN8296.hand held GPS observations or other comparable positioning techniques
 DN8296.and have an estimated accuracy of +/- 3 meters.
 DN8296
 DN8296.The orthometric height was determined by differential leveling and
 DN8296.adjusted by the NATIONAL GEODETIC SURVEY
 DN8296.in April 2013.
 DN8296
 DN8296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8296.GEOID18 height accuracy estimate available here.
 DN8296
 DN8296.Click photographs - Photos may exist for this station.
 DN8296
 DN8296.The dynamic height is computed by dividing the NAVD 88
 DN8296.geopotential number by the normal gravity value computed on the
 DN8296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8296.degrees latitude (g = 980.6199 gals.).
 DN8296
 DN8296.The modeled gravity was interpolated from observed gravity values.
 DN8296
 DN8296;                    North         East    Units  Estimated Accuracy
 DN8296;SPC NJ       -    68,096.6     142,476.2     MT  (+/- 3 meters HH1 GPS) 
 DN8296
 DN8296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3550066435(NAD 83)
 DN8296
 DN8296                          SUPERSEDED SURVEY CONTROL
 DN8296
 DN8296.No superseded survey control is available for this station.
 DN8296
 DN8296_MARKER: DD = SURVEY DISK
 DN8296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8296_SP_SET: DRAINAGE CHAMBER
 DN8296_STAMPING: 1 W 3 2010
 DN8296_MARK LOGO: NJGS
 DN8296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8296+STABILITY: SURFACE MOTION
 DN8296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8296+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2019
 DN8296
 DN8296  HISTORY     - Date     Condition        Report By
 DN8296  HISTORY     - 20100518 MONUMENTED       NJGS
 DN8296  HISTORY     - 20191219 GOOD             NJGS
 DN8296
 DN8296                          STATION DESCRIPTION
 DN8296
 DN8296'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8296'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP WITHIN A SECURE AREA OF
 DN8296'THE ATLANTIC CITY INTERNATIONAL AIRPORT.  ARRANGEMENTS TO ACCESS THE
 DN8296'STATION MUST BE MADE THROUGH THE ATLANTIC CITY INTERNATIONAL AIRPORT
 DN8296'ADMINISTRATION OFFICE, PHONE NUMBER 609 645 7895.
 DN8296'
 DN8296'TO REACH THE STATION FROM THE INTERSECTION OF WRANGLEBORO ROAD, COUNTY
 DN8296'ROAD 575 AND TILTON ROAD, COUNTY ROAD 563, GO SOUTHEAST ON TILTON ROAD
 DN8296'FOR 0.85 MI (1.4 KM) TO THE T-JUNCTION WITH A PAVED FORMER ENTRANCE
 DN8296'ROAD TO THE AIRPORT BEYOND LOCKED GATE NUMBER 3.  TURN LEFT, PASS
 DN8296'THROUGH GATE.  TURN RIGHT AND GO SOUTHEAST ON A PAVED AIRPORT
 DN8296'PERIMETER ROAD FOR 0.75 MI (1.2 KM) TO THE STATION ON THE RIGHT, SET
 DN8296'FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE DRAINAGE CHAMBER,
 DN8296'BETWEEN TWO STEEL INLET GRATES.
 DN8296'
 DN8296'THE STATION IS 10.9 M (35.8 FT) WEST-SOUTHWEST FROM THE CENTER LINE OF
 DN8296'THE AIRPORT PERIMETER ROAD, 5.5 M (18.0 FT) EAST AND NORMAL TO A 12 FT
 DN8296'(3.7 M) HIGH CHAIN LINK FENCE WITH WITNESS SIGN ATTACHED ALONG THE
 DN8296'EAST SIDE OF TILTON ROAD AND 0.6 M (2.0 FT) EAST FROM A 2.5 FT (0.8 M)
 DN8296'HIGH CONCRETE WALL AT THE WEST SIDE OF THE DRAINAGE CHAMBER.
 DN8296
 DN8296                          STATION RECOVERY (2019)
 DN8296
 DN8296'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 DN8296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8252 ***********************************************************************
 DQ8252  DESIGNATION -  1 W 4
 DQ8252  PID         -  DQ8252
 DQ8252  STATE/COUNTY-  NJ/ATLANTIC
 DQ8252  COUNTRY     -  US
 DQ8252  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8252
 DQ8252                         *CURRENT SURVEY CONTROL
 DQ8252  ______________________________________________________________________
 DQ8252* NAD 83(1986) POSITION- 39 21 20.10   (N) 074 26 40.47   (W)   HD_HELD1
 DQ8252* NAVD 88 ORTHO HEIGHT -     2.146 (meters)        7.04  (feet) ADJUSTED
 DQ8252  ______________________________________________________________________
 DQ8252  GEOID HEIGHT    -        -34.433 (meters)                     GEOID18
 DQ8252  DYNAMIC HEIGHT  -          2.145 (meters)        7.04  (feet) COMP
 DQ8252  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 DQ8252
 DQ8252  VERT ORDER      -  FIRST     CLASS II
 DQ8252
 DQ8252.The horizontal coordinates were determined by differentially corrected
 DQ8252.hand held GPS observations or other comparable positioning techniques
 DQ8252.and have an estimated accuracy of +/- 3 meters.
 DQ8252
 DQ8252.The orthometric height was determined by differential leveling and
 DQ8252.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8252.in August 2018.
 DQ8252
 DQ8252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8252.GEOID18 height accuracy estimate available here.
 DQ8252
 DQ8252.Click photographs - Photos may exist for this station.
 DQ8252
 DQ8252.The dynamic height is computed by dividing the NAVD 88
 DQ8252.geopotential number by the normal gravity value computed on the
 DQ8252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8252.degrees latitude (g = 980.6199 gals.).
 DQ8252
 DQ8252.The modeled gravity was interpolated from observed gravity values.
 DQ8252
 DQ8252;                    North         East    Units  Estimated Accuracy
 DQ8252;SPC NJ       -    57,974.4     154,776.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8252
 DQ8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4785356384(NAD 83)
 DQ8252
 DQ8252                          SUPERSEDED SURVEY CONTROL
 DQ8252
 DQ8252.No superseded survey control is available for this station.
 DQ8252
 DQ8252_MARKER: DD = SURVEY DISK
 DQ8252_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8252+WITH SETTING: PAVEMENT
 DQ8252_SP_SET: TRAFFIC SIGNAL BASE
 DQ8252_STAMPING: 1 W 4 2017
 DQ8252_MARK LOGO: NJGS
 DQ8252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8252+STABILITY: SURFACE MOTION
 DQ8252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8252+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8252
 DQ8252  HISTORY     - Date     Condition        Report By
 DQ8252  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8252
 DQ8252                          STATION DESCRIPTION
 DQ8252
 DQ8252'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8252'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF BRIGANTINE,
 DQ8252'4.9 MI (7.9 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8252'
 DQ8252'IN ATLANTIC CITY, ON THE NORTHWEST CORNER OF ATLANTIC AVENUE AND
 DQ8252'CALIFORNIA AVENUE, SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A 3
 DQ8252'FT (0.9 M) BY 3 FT (0.9 M) CONCRETE BASE OF A TRAFFIC SIGNAL.
 DQ8252'
 DQ8252'THE STATION IS 4 FT (1.2 M) NORTHWEST OF THE NORTHWEST CURB OF
 DQ8252'ATLANTIC AVENUE, 18.8 FT (5.7 M) SOUTHWEST OF A LIGHT POLE ON
 DQ8252'CALIFORNIA AVENUE, 11 FT (3.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DQ8252'A 2-STORY BUILDING, 25 FT (7.6 M) SOUTHWEST OF THE CENTERLINE OF
 DQ8252'CALIFORNIA AVENUE, 14 FT (4.3 M) EAST OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8279 ***********************************************************************
 DQ8279  DESIGNATION -  1 W 5
 DQ8279  PID         -  DQ8279
 DQ8279  STATE/COUNTY-  NJ/ATLANTIC
 DQ8279  COUNTRY     -  US
 DQ8279  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8279
 DQ8279                         *CURRENT SURVEY CONTROL
 DQ8279  ______________________________________________________________________
 DQ8279* NAD 83(1986) POSITION- 39 21 32.47   (N) 074 27 39.27   (W)   HD_HELD1
 DQ8279* NAVD 88 ORTHO HEIGHT -     1.688 (meters)        5.54  (feet) ADJUSTED
 DQ8279  ______________________________________________________________________
 DQ8279  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 DQ8279  DYNAMIC HEIGHT  -          1.687 (meters)        5.53  (feet) COMP
 DQ8279  MODELED GRAVITY -    980,107.2   (mgal)                       NAVD 88
 DQ8279
 DQ8279  VERT ORDER      -  FIRST     CLASS II
 DQ8279
 DQ8279.The horizontal coordinates were determined by differentially corrected
 DQ8279.hand held GPS observations or other comparable positioning techniques
 DQ8279.and have an estimated accuracy of +/- 3 meters.
 DQ8279
 DQ8279.The orthometric height was determined by differential leveling and
 DQ8279.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8279.in August 2018.
 DQ8279
 DQ8279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8279.GEOID18 height accuracy estimate available here.
 DQ8279
 DQ8279.Click photographs - Photos may exist for this station.
 DQ8279
 DQ8279.The dynamic height is computed by dividing the NAVD 88
 DQ8279.geopotential number by the normal gravity value computed on the
 DQ8279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8279.degrees latitude (g = 980.6199 gals.).
 DQ8279
 DQ8279.The modeled gravity was interpolated from observed gravity values.
 DQ8279
 DQ8279;                    North         East    Units  Estimated Accuracy
 DQ8279;SPC NJ       -    58,355.2     153,368.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8279
 DQ8279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4644456757(NAD 83)
 DQ8279
 DQ8279                          SUPERSEDED SURVEY CONTROL
 DQ8279
 DQ8279.No superseded survey control is available for this station.
 DQ8279
 DQ8279_MARKER: DD = SURVEY DISK
 DQ8279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8279_STAMPING: 1 W 5 2017
 DQ8279_MARK LOGO: NJGS
 DQ8279_PROJECTION: FLUSH
 DQ8279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8279+STABILITY: SURFACE MOTION
 DQ8279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8279+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2024
 DQ8279
 DQ8279  HISTORY     - Date     Condition        Report By
 DQ8279  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8279  HISTORY     - 20170505 GOOD             NJGS
 DQ8279  HISTORY     - 20240325 GOOD             NJGS
 DQ8279
 DQ8279                          STATION DESCRIPTION
 DQ8279
 DQ8279'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8279'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF BRIGANTINE,
 DQ8279'4.0 MI (6.4 KM) EAST-SOUTHEAST OF PLEASANTVILLE AND, IN ATLANTIC CITY.
 DQ8279'IN ATLANTIC CITY, AT THE NORTHEAST CORNER OF THE JUNCTION OF ALBANY
 DQ8279'BOULEVARD (U.S. HIGHWAY 322/40) AND CROSSAN AVENUE, IN A CONCRETE
 DQ8279'MONUMENT SET IN A BRICK SIDEWALK.
 DQ8279'
 DQ8279'THE STATION IS 21.5 FT (6.6 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DQ8279'THE ENTRANCE DRIVEWAY TO THE BASEBALL FIELD COMPLEX, 4.8 FT (1.5 M)
 DQ8279'NORTHEAST OF THE NORTHEAST CURB OF ALBANY BOULEVARD (U.S. HIGHWAY
 DQ8279'322/40), 12.2 FT (3.7 M) SOUTH-SOUTHWEST OF THE SOUTH END OF A CHAIN
 DQ8279'LINK FENCE AND THE NORTH END OF THE BLOCK WALL AT THE DRIVEWAY
 DQ8279'ENTRANCE, 19.3 FT (5.9 M) NORTHWEST OF A TRAFFIC SIGNAL MAST AND 14 FT
 DQ8279'(4.3 M) WEST OF A FIRE HYDRANT.
 DQ8279
 DQ8279                          STATION RECOVERY (2024)
 DQ8279
 DQ8279'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DQ8279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8303 ***********************************************************************
 DQ8303  DESIGNATION -  1 W 6
 DQ8303  PID         -  DQ8303
 DQ8303  STATE/COUNTY-  NJ/ATLANTIC
 DQ8303  COUNTRY     -  US
 DQ8303  USGS QUAD   -  OCEANVILLE (2019)
 DQ8303
 DQ8303                         *CURRENT SURVEY CONTROL
 DQ8303  ______________________________________________________________________
 DQ8303* NAD 83(1986) POSITION- 39 22 54.32   (N) 074 29 51.71   (W)   HD_HELD1
 DQ8303* NAVD 88 ORTHO HEIGHT -     1.161 (meters)        3.81  (feet) ADJUSTED
 DQ8303  ______________________________________________________________________
 DQ8303  GEOID HEIGHT    -        -34.256 (meters)                     GEOID18
 DQ8303  DYNAMIC HEIGHT  -          1.161 (meters)        3.81  (feet) COMP
 DQ8303  MODELED GRAVITY -    980,112.1   (mgal)                       NAVD 88
 DQ8303
 DQ8303  VERT ORDER      -  FIRST     CLASS II
 DQ8303
 DQ8303.The horizontal coordinates were determined by differentially corrected
 DQ8303.hand held GPS observations or other comparable positioning techniques
 DQ8303.and have an estimated accuracy of +/- 3 meters.
 DQ8303
 DQ8303.The orthometric height was determined by differential leveling and
 DQ8303.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8303.in August 2018.
 DQ8303
 DQ8303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8303.GEOID18 height accuracy estimate available here.
 DQ8303
 DQ8303.Click photographs - Photos may exist for this station.
 DQ8303
 DQ8303.The dynamic height is computed by dividing the NAVD 88
 DQ8303.geopotential number by the normal gravity value computed on the
 DQ8303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8303.degrees latitude (g = 980.6199 gals.).
 DQ8303
 DQ8303.The modeled gravity was interpolated from observed gravity values.
 DQ8303
 DQ8303;                    North         East    Units  Estimated Accuracy
 DQ8303;SPC NJ       -    60,878.4     150,198.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8303
 DQ8303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4326059262(NAD 83)
 DQ8303
 DQ8303                          SUPERSEDED SURVEY CONTROL
 DQ8303
 DQ8303.No superseded survey control is available for this station.
 DQ8303
 DQ8303_MARKER: DD = SURVEY DISK
 DQ8303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8303_STAMPING: 1 W 6 2017
 DQ8303_MARK LOGO: NJDT
 DQ8303_PROJECTION: FLUSH
 DQ8303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8303+STABILITY: SURFACE MOTION
 DQ8303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8303+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2024
 DQ8303
 DQ8303  HISTORY     - Date     Condition        Report By
 DQ8303  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8303  HISTORY     - 20170612 GOOD             NJGS
 DQ8303  HISTORY     - 20240415 GOOD             NJGS
 DQ8303
 DQ8303                          STATION DESCRIPTION
 DQ8303
 DQ8303'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8303'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DQ8303'OCEANVILLE, 1.5 MI (2.4 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 DQ8303'ATLANTIC CITY.
 DQ8303'
 DQ8303'IN ATLANTIC CITY FROM THE INTERSECTION OF OF U.S. HIGHWAY 9 AND U.S.
 DQ8303'HIGHWAYS 40/322, GO 1.9 MI (3.1 KM) EAST-SOUTHEAST ON U.S. HIGHWAYS
 DQ8303'40/322 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY.
 DQ8303'
 DQ8303'THE STATION IS 7 FT (2.1 M) NORTHEAST OF THE NORTHEAST CURB OF THE
 DQ8303'WESTBOUND LANES OF THE ALBANY BOULEVARD (U.S. HIGHWAY 322/40), 75 FT
 DQ8303'(22.9 M) EAST OF AN INLET CURB PIECE, 34 FT (10.4 M) EAST OF A POLE
 DQ8303'WITH NO NUMBER AND 168 FT (51.2 M) NORTHWEST OF POLE NUMBER P19748.
 DQ8303
 DQ8303                          STATION RECOVERY (2024)
 DQ8303
 DQ8303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DQ8303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7240 ***********************************************************************
 DR7240  DESIGNATION -  1 W 7
 DR7240  PID         -  DR7240
 DR7240  STATE/COUNTY-  NJ/ATLANTIC
 DR7240  COUNTRY     -  US
 DR7240  USGS QUAD   -  OCEANVILLE (2019)
 DR7240
 DR7240                         *CURRENT SURVEY CONTROL
 DR7240  ______________________________________________________________________
 DR7240* NAD 83(1986) POSITION- 39 23 16.18   (N) 074 25 02.06   (W)   HD_HELD1
 DR7240* NAVD 88 ORTHO HEIGHT -     3.695 (meters)       12.12  (feet) ADJUSTED
 DR7240  ______________________________________________________________________
 DR7240  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 DR7240  DYNAMIC HEIGHT  -          3.693 (meters)       12.12  (feet) COMP
 DR7240  MODELED GRAVITY -    980,111.1   (mgal)                       NAVD 88
 DR7240
 DR7240  VERT ORDER      -  FIRST     CLASS II
 DR7240
 DR7240.The horizontal coordinates were determined by differentially corrected
 DR7240.hand held GPS observations or other comparable positioning techniques
 DR7240.and have an estimated accuracy of +/- 3 meters.
 DR7240
 DR7240.The orthometric height was determined by differential leveling and
 DR7240.adjusted by the NATIONAL GEODETIC SURVEY
 DR7240.in March 2022.
 DR7240
 DR7240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7240.GEOID18 height accuracy estimate available here.
 DR7240
 DR7240.Click photographs - Photos may exist for this station.
 DR7240
 DR7240.The dynamic height is computed by dividing the NAVD 88
 DR7240.geopotential number by the normal gravity value computed on the
 DR7240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7240.degrees latitude (g = 980.6199 gals.).
 DR7240
 DR7240.The modeled gravity was interpolated from observed gravity values.
 DR7240
 DR7240;                    North         East    Units  Estimated Accuracy
 DR7240;SPC NJ       -    61,555.8     157,129.3     MT  (+/- 3 meters HH1 GPS) 
 DR7240
 DR7240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5018559977(NAD 83)
 DR7240
 DR7240                          SUPERSEDED SURVEY CONTROL
 DR7240
 DR7240.No superseded survey control is available for this station.
 DR7240
 DR7240_MARKER: DD = SURVEY DISK
 DR7240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7240_SP_SET: RECTANGULAR ELECTRICAL MANHOLE
 DR7240_STAMPING: 1 W 7 2021
 DR7240_MARK LOGO: NJGS
 DR7240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7240+STABILITY: SURFACE MOTION
 DR7240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7240+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2021
 DR7240
 DR7240  HISTORY     - Date     Condition        Report By
 DR7240  HISTORY     - 20210527 MONUMENTED       NJGS
 DR7240
 DR7240                          STATION DESCRIPTION
 DR7240
 DR7240'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 DR7240'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF PLEASANTVILLE, 3.2
 DR7240'MI (5.1 KM) WEST-SOUTHWEST OF BRIGANTINE AND 1.7 MI (2.7 KM)
 DR7240'NORTH-NORTHEAST OF ATLANTIC CITY, IN BRIGANTINE CITY.
 DR7240'
 DR7240'IN BRIGANTINE CITY SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF AN
 DR7240'ELECTRICAL MANHOLE FOR A STREET LIGHT ON THE SOUTHEAST SIDE OF THE
 DR7240'NORTHBOUND LANES OF NEW JERSEY HIGHWAY 87 (BRIGANTINE BOULEVARD) NEAR
 DR7240'THE T-TURN OFF RAMP FROM NORTHBOUND ROUTE 87 LANES LEADING UNDER THE
 DR7240'ABSECON BRIDGE, AT THE SOUTHWEST END OF THE TRIANGULAR GRASS ISLAND.
 DR7240'
 DR7240'IT IS 8 FT (2.4 M) SOUTHEAST OF THE SOUTH CURB OF NEW JERSEY ROUTE 87,
 DR7240'3 FT (0.9 M) SOUTHEAST OF THE LIGHT POLE, 41.5 FT (12.6 M) NORTHEAST
 DR7240'OF THE SOUTHWEST NOSE OF THE ISLAND, 60.5 FT (18.4 M) SOUTHWEST OF
 DR7240'MILEPOST MARKER 1.6, 70 FT (21.3 M) NORTHWEST OF POLE NUMBER A18065
 DR7240'AND 131 FT (39.9 M) SOUTHWEST OF THE NORTHEAST NOSE OF THE ISLAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6014 ***********************************************************************
 DM6014  DESIGNATION -  1 X 1
 DM6014  PID         -  DM6014
 DM6014  STATE/COUNTY-  NJ/ATLANTIC
 DM6014  COUNTRY     -  US
 DM6014  USGS QUAD   -  MAYS LANDING (2019)
 DM6014
 DM6014                         *CURRENT SURVEY CONTROL
 DM6014  ______________________________________________________________________
 DM6014* NAD 83(1986) POSITION- 39 28 24.     (N) 074 42 50.     (W)   SCALED
 DM6014* NAVD 88 ORTHO HEIGHT -     8.399 (meters)       27.56  (feet) ADJUSTED
 DM6014  ______________________________________________________________________
 DM6014  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 DM6014  DYNAMIC HEIGHT  -          8.394 (meters)       27.54  (feet) COMP
 DM6014  MODELED GRAVITY -    980,123.3   (mgal)                       NAVD 88
 DM6014
 DM6014  VERT ORDER      -  FIRST     CLASS I
 DM6014
 DM6014.The horizontal coordinates were scaled from a map and have
 DM6014.an estimated accuracy of +/- 6 seconds.
 DM6014
 DM6014.The orthometric height was determined by differential leveling and
 DM6014.adjusted by the NATIONAL GEODETIC SURVEY
 DM6014.in May 2011.
 DM6014
 DM6014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6014.GEOID18 height accuracy estimate available here.
 DM6014
 DM6014.Click photographs - Photos may exist for this station.
 DM6014
 DM6014.The dynamic height is computed by dividing the NAVD 88
 DM6014.geopotential number by the normal gravity value computed on the
 DM6014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6014.degrees latitude (g = 980.6199 gals.).
 DM6014
 DM6014.The modeled gravity was interpolated from observed gravity values.
 DM6014
 DM6014;                    North         East    Units  Estimated Accuracy
 DM6014;SPC NJ       -    71,070.      131,600.      MT  (+/- 180 meters Scaled)
 DM6014
 DM6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ246693(NAD 83)
 DM6014
 DM6014                          SUPERSEDED SURVEY CONTROL
 DM6014
 DM6014.No superseded survey control is available for this station.
 DM6014
 DM6014_MARKER: DD = SURVEY DISK
 DM6014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6014_STAMPING: 1 X 1 2006
 DM6014_MARK LOGO: NJDT
 DM6014_PROJECTION: FLUSH
 DM6014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6014+STABILITY: SURFACE MOTION
 DM6014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6014+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2020
 DM6014
 DM6014  HISTORY     - Date     Condition        Report By
 DM6014  HISTORY     - UNK      MONUMENTED       NJDT
 DM6014  HISTORY     - 20060808 GOOD             NJGS
 DM6014  HISTORY     - 20120411 GOOD             INDIV
 DM6014  HISTORY     - 20201112 POOR             NJGS
 DM6014
 DM6014                          STATION DESCRIPTION
 DM6014
 DM6014'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DM6014'THE STATION IS LOCATED IN HAMILTON TOWNSHIP.
 DM6014'
 DM6014'1.8 MI NORTH OF MAYS LANDING, ON THE NORTH CORNER OF THE ACCESS ROAD
 DM6014'FROM CLOVERLEAF DRIVE TO N.J.  ROUTE 50, ABOUT 0.25 MI (0.4 KM) SOUTH
 DM6014'ON ROUTE 50 FROM THE ROUTE 50 BRIDGE SPANNING U.S. HIGHWAY 322 (THE
 DM6014'BLACKHORSE PIKE).
 DM6014'
 DM6014'THE STATION IS AT THE JUNCTION OF N.J.  ROUTE 50, EGG HARBOR ROAD AND
 DM6014'CLOVERLEAF DRIVE.  THE STATION IS 43.5 FT (13.3 M) NORTH OF THE
 DM6014'CENTERLINE OF EGG HARBOR ROAD, 24.0 FT (7.3 M) EAST OF THE CENTERLINE
 DM6014'OF ROUTE 50, 44.0 FT (13.4 M) WEST OF THE CENTERLINE OF CLOVERLEAF
 DM6014'DRIVE, 60.0 FT (18.3 M) WEST OF POLE NUMBER P56889, 14.0 FT (4.3 M)
 DM6014'NORTHWEST OF A STOP SIGN FOR EGG HARBOR DRIVE.
 DM6014
 DM6014                          STATION RECOVERY (2012)
 DM6014
 DM6014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 DM6014'RECOVERED AS DESCRIBED.
 DM6014
 DM6014                          STATION RECOVERY (2020)
 DM6014
 DM6014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6014'FACE OF DISK IS BADLY SCRATCHED.  NOTE, THE STATION IS 42.5 FT (13.0
 DM6014'M) NORTH OF THE CENTERLINE OF EGG HARBOR ROAD, 29.0 FT (8.8 M) EAST OF
 DM6014'THE CENTERLINE OF ROUTE 50 AND 13.0 FT (4.0 M) NORTHWEST OF A STOP
 DM6014'SIGN FOR EGG HARBOR DRIVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8275 ***********************************************************************
 DN8275  DESIGNATION -  1 X 2
 DN8275  PID         -  DN8275
 DN8275  STATE/COUNTY-  NJ/ATLANTIC
 DN8275  COUNTRY     -  US
 DN8275  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8275
 DN8275                         *CURRENT SURVEY CONTROL
 DN8275  ______________________________________________________________________
 DN8275* NAD 83(1986) POSITION- 39 26 32.37   (N) 074 31 23.48   (W)   HD_HELD1
 DN8275* NAVD 88 ORTHO HEIGHT -     6.416 (meters)       21.05  (feet) ADJUSTED
 DN8275  ______________________________________________________________________
 DN8275  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 DN8275  DYNAMIC HEIGHT  -          6.413 (meters)       21.04  (feet) COMP
 DN8275  MODELED GRAVITY -    980,123.2   (mgal)                       NAVD 88
 DN8275
 DN8275  VERT ORDER      -  FIRST     CLASS II
 DN8275
 DN8275.The horizontal coordinates were determined by differentially corrected
 DN8275.hand held GPS observations or other comparable positioning techniques
 DN8275.and have an estimated accuracy of +/- 3 meters.
 DN8275
 DN8275.The orthometric height was determined by differential leveling and
 DN8275.adjusted by the NATIONAL GEODETIC SURVEY
 DN8275.in April 2013.
 DN8275
 DN8275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8275.GEOID18 height accuracy estimate available here.
 DN8275
 DN8275.Click photographs - Photos may exist for this station.
 DN8275
 DN8275.The dynamic height is computed by dividing the NAVD 88
 DN8275.geopotential number by the normal gravity value computed on the
 DN8275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8275.degrees latitude (g = 980.6199 gals.).
 DN8275
 DN8275.The modeled gravity was interpolated from observed gravity values.
 DN8275
 DN8275;                    North         East    Units  Estimated Accuracy
 DN8275;SPC NJ       -    67,602.6     148,004.0     MT  (+/- 3 meters HH1 GPS) 
 DN8275
 DN8275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4102965972(NAD 83)
 DN8275
 DN8275                          SUPERSEDED SURVEY CONTROL
 DN8275
 DN8275.No superseded survey control is available for this station.
 DN8275
 DN8275_MARKER: DD = SURVEY DISK
 DN8275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8275_STAMPING: 1 X 2 2010
 DN8275_MARK LOGO: NJDT
 DN8275_PROJECTION: FLUSH
 DN8275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8275+STABILITY: SURFACE MOTION
 DN8275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8275+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2010
 DN8275
 DN8275  HISTORY     - Date     Condition        Report By
 DN8275  HISTORY     - UNK      MONUMENTED       NJDT
 DN8275  HISTORY     - 20100510 GOOD             NJGS
 DN8275
 DN8275                          STATION DESCRIPTION
 DN8275
 DN8275'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8275'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTHWEST SIDE OF
 DN8275'U.S. HIGHWAY 30.
 DN8275'
 DN8275'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8275'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8275'SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.90 MI (1.4 KM) TO THE STATION ON
 DN8275'THE RIGHT, SET FLUSH WITH THE GROUND IN FRONT OF A PARTIALLY VACANT
 DN8275'LOT CONTAINING A ONE STORY CONCRETE BLOCK AND STUCCO BUILDING, NUMBER
 DN8275'318, USED AS A GARAGE.
 DN8275'
 DN8275'THE STATION IS 0.6 M (2.0 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8275'U.S. HIGHWAY 30, 9.9 M (32.5 FT) NORTHWEST FROM THE CENTER LINE OF THE
 DN8275'PAVED ENTRANCE DRIVE LEADING TO THE ONE STORY CONCRETE BLOCK AND
 DN8275'STUCCO BUILDING, 22.0 M (72.2 FT) EAST FROM WOOD UTILITY POLE NUMBER
 DN8275'P22603 AND 7.5 M (24.6 FT) EAST FROM THE EAST CORNER OF A 6 FT (1.8 M)
 DN8275'HIGH CHAIN LINK FENCE.
 DN8275'
 DN8275'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION
 DN8275'896+71.76.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8297 ***********************************************************************
 DN8297  DESIGNATION -  1 X 3
 DN8297  PID         -  DN8297
 DN8297  STATE/COUNTY-  NJ/ATLANTIC
 DN8297  COUNTRY     -  US
 DN8297  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8297
 DN8297                         *CURRENT SURVEY CONTROL
 DN8297  ______________________________________________________________________
 DN8297* NAD 83(1986) POSITION- 39 26 08.     (N) 074 33 46.     (W)   SCALED
 DN8297* NAVD 88 ORTHO HEIGHT -    10.997 (meters)       36.08  (feet) ADJUSTED
 DN8297  ______________________________________________________________________
 DN8297  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 DN8297  DYNAMIC HEIGHT  -         10.992 (meters)       36.06  (feet) COMP
 DN8297  MODELED GRAVITY -    980,122.4   (mgal)                       NAVD 88
 DN8297
 DN8297  VERT ORDER      -  FIRST     CLASS II
 DN8297
 DN8297.The horizontal coordinates were scaled from a map and have
 DN8297.an estimated accuracy of +/- 6 seconds.
 DN8297
 DN8297.The orthometric height was determined by differential leveling and
 DN8297.adjusted by the NATIONAL GEODETIC SURVEY
 DN8297.in April 2013.
 DN8297
 DN8297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8297.GEOID18 height accuracy estimate available here.
 DN8297
 DN8297.Click photographs - Photos may exist for this station.
 DN8297
 DN8297.The dynamic height is computed by dividing the NAVD 88
 DN8297.geopotential number by the normal gravity value computed on the
 DN8297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8297.degrees latitude (g = 980.6199 gals.).
 DN8297
 DN8297.The modeled gravity was interpolated from observed gravity values.
 DN8297
 DN8297;                    North         East    Units  Estimated Accuracy
 DN8297;SPC NJ       -    66,850.      144,600.      MT  (+/- 180 meters Scaled)
 DN8297
 DN8297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ376652(NAD 83)
 DN8297
 DN8297                          SUPERSEDED SURVEY CONTROL
 DN8297
 DN8297.No superseded survey control is available for this station.
 DN8297
 DN8297_MARKER: DD = SURVEY DISK
 DN8297_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8297_SP_SET: DRAINAGE CHAMBER WING WALL
 DN8297_STAMPING: 1 X 3 2010
 DN8297_MARK LOGO: NJGS
 DN8297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8297+STABILITY: SURFACE MOTION
 DN8297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8297+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2010
 DN8297
 DN8297  HISTORY     - Date     Condition        Report By
 DN8297  HISTORY     - 20100518 MONUMENTED       NJGS
 DN8297
 DN8297                          STATION DESCRIPTION
 DN8297
 DN8297'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8297'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP WITHIN A SECURE AREA OF
 DN8297'THE WILLIAM J. HUGHES FEDERAL AVIATION ADMINISTRATION TECHNICAL CENTER
 DN8297'COMPLEX ADJACENT TO THE ATLANTIC CITY INTERNATIONAL AIRPORT.
 DN8297'ARRANGEMENTS TO ACCESS THE STATION CAN BE MADE THROUGH THE ATLANTIC
 DN8297'CITY INTERNATIONAL AIRPORT ADMINISTRATION OFFICE, TELEPHONE NUMBER 609
 DN8297'645 7895.
 DN8297'
 DN8297'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE INTERSECTION OF
 DN8297'TILTON ROAD, COUNTY ROAD 563, DELILAH ROAD, COUNTY ROAD 646 AND THE
 DN8297'AIRPORT TERMINAL ACCESS ROAD, ALSO KNOWN AS AMELIA EARHART BOULEVARD,
 DN8297'GO EAST-NORTHEAST ON AMELIA EARHART BOULEVARD FOR 0.95 MI (1.5 KM) TO
 DN8297'THE CROSSROADS INTERSECTION WITH BYRD AVENUE LEADING WEST TO LOCKED
 DN8297'GATE AOA13 AND A PAVED ROAD LEADING EAST TO LOCKED FAA GATE 18.  TURN
 DN8297'RIGHT, PASS THROUGH GATE AND GO EAST THEN SOUTHEAST ON A PAVED ROAD
 DN8297'FOR ABOUT 100 M (328.1 FT) TO THE REVERSE WYE JUNCTION WITH CARD
 DN8297'AVENUE.  CONTINUE SOUTHEAST ON CARD AVENUE FOR 0.45 MI (0.7 KM) TO A
 DN8297'LEFT TURN AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN
 DN8297'THE TOP OF THE SOUTHEAST WING WALL OF A CONCRETE DRAINAGE CHAMBER WITH
 DN8297'A STEEL GRATE INLET.
 DN8297'
 DN8297'THE STATION IS 9.6 M (31.5 FT) NORTHEAST FROM THE CENTER LINE OF CARD
 DN8297'AVENUE, 12.0 M (39.4 FT) SOUTHEAST FROM WOOD UTILITY POLE NUMBER GOV
 DN8297'1023 WITH FOUR GUY WIRES ATTACHED, 2.5 M (8.2 FT) SOUTH-SOUTHWEST FROM
 DN8297'THE NORTHEAST END OF THE WING WALL AND 0.4 M (1.3 FT) WEST-NORTHWEST
 DN8297'FROM A METAL POST WITH WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8253 ***********************************************************************
 DQ8253  DESIGNATION -  1 X 4
 DQ8253  PID         -  DQ8253
 DQ8253  STATE/COUNTY-  NJ/ATLANTIC
 DQ8253  COUNTRY     -  US
 DQ8253  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8253
 DQ8253                         *CURRENT SURVEY CONTROL
 DQ8253  ______________________________________________________________________
 DQ8253* NAD 83(1986) POSITION- 39 21 13.34   (N) 074 26 23.53   (W)   HD_HELD1
 DQ8253* NAVD 88 ORTHO HEIGHT -     2.596 (meters)        8.52  (feet) ADJUSTED
 DQ8253  ______________________________________________________________________
 DQ8253  GEOID HEIGHT    -        -34.446 (meters)                     GEOID18
 DQ8253  DYNAMIC HEIGHT  -          2.595 (meters)        8.51  (feet) COMP
 DQ8253  MODELED GRAVITY -    980,105.7   (mgal)                       NAVD 88
 DQ8253
 DQ8253  VERT ORDER      -  FIRST     CLASS II
 DQ8253
 DQ8253.The horizontal coordinates were determined by differentially corrected
 DQ8253.hand held GPS observations or other comparable positioning techniques
 DQ8253.and have an estimated accuracy of +/- 3 meters.
 DQ8253
 DQ8253.The orthometric height was determined by differential leveling and
 DQ8253.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8253.in August 2018.
 DQ8253
 DQ8253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8253.GEOID18 height accuracy estimate available here.
 DQ8253
 DQ8253.Click photographs - Photos may exist for this station.
 DQ8253
 DQ8253.The dynamic height is computed by dividing the NAVD 88
 DQ8253.geopotential number by the normal gravity value computed on the
 DQ8253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8253.degrees latitude (g = 980.6199 gals.).
 DQ8253
 DQ8253.The modeled gravity was interpolated from observed gravity values.
 DQ8253
 DQ8253;                    North         East    Units  Estimated Accuracy
 DQ8253;SPC NJ       -    57,766.2     155,182.3     MT  (+/- 3 meters HH1 GPS) 
 DQ8253
 DQ8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4826056178(NAD 83)
 DQ8253
 DQ8253                          SUPERSEDED SURVEY CONTROL
 DQ8253
 DQ8253.No superseded survey control is available for this station.
 DQ8253
 DQ8253_MARKER: DD = SURVEY DISK
 DQ8253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8253_SP_SET: RETAINING WALL
 DQ8253_STAMPING: 1 X 4 2017
 DQ8253_MARK LOGO: NJGS
 DQ8253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8253+STABILITY: SURFACE MOTION
 DQ8253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8253+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8253
 DQ8253  HISTORY     - Date     Condition        Report By
 DQ8253  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8253
 DQ8253                          STATION DESCRIPTION
 DQ8253
 DQ8253'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8253'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF BRIGANTINE,
 DQ8253'5.1 MI (8.2 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8253'
 DQ8253'IN ATLANTIC CITY, THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST
 DQ8253'CORNER OF A L-SHAPED RETAINING WALL, FOR A STAIRCASE AT THE SOUTHWEST
 DQ8253'CORNER OF WEST HALL SECTION OF THE BOARDWALK HALL-CONVENTION CENTER.
 DQ8253'
 DQ8253'THE STATION IS NEAR THE SOUTHEAST END OF FLORIDA AVENUE AT THE
 DQ8253'BOARDWALK, 11 FT (3.4 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 DQ8253'THE BUILDING, 35 FT (10.7 M) NORTHEAST OF THE CENTERLINE OF FLORIDA
 DQ8253'AVENUE, 91 FT (27.7 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 DQ8253'BOARDWALK, 31 FT (9.4 M) NORTHWEST OF THE NORTHWEST CORNER OF A RETAIL
 DQ8253'SHOP FRONTING THE BOARDWALK, 71 FT (21.6 M) NORTHWEST OF A FIRE
 DQ8253'HYDRANT.
 DQ8253'
 DQ8253'NOTE-THE STATION IS 1.5 FT (0.5 M) ABOVE THE LEVEL OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8280 ***********************************************************************
 DQ8280  DESIGNATION -  1 X 5
 DQ8280  PID         -  DQ8280
 DQ8280  STATE/COUNTY-  NJ/ATLANTIC
 DQ8280  COUNTRY     -  US
 DQ8280  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8280
 DQ8280                         *CURRENT SURVEY CONTROL
 DQ8280  ______________________________________________________________________
 DQ8280* NAD 83(1986) POSITION- 39 21 32.11   (N) 074 27 40.01   (W)   HD_HELD1
 DQ8280* NAVD 88 ORTHO HEIGHT -     1.671 (meters)        5.48  (feet) ADJUSTED
 DQ8280  ______________________________________________________________________
 DQ8280  GEOID HEIGHT    -        -34.400 (meters)                     GEOID18
 DQ8280  DYNAMIC HEIGHT  -          1.670 (meters)        5.48  (feet) COMP
 DQ8280  MODELED GRAVITY -    980,107.2   (mgal)                       NAVD 88
 DQ8280
 DQ8280  VERT ORDER      -  FIRST     CLASS II
 DQ8280
 DQ8280.The horizontal coordinates were determined by differentially corrected
 DQ8280.hand held GPS observations or other comparable positioning techniques
 DQ8280.and have an estimated accuracy of +/- 3 meters.
 DQ8280
 DQ8280.The orthometric height was determined by differential leveling and
 DQ8280.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8280.in August 2018.
 DQ8280
 DQ8280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8280.GEOID18 height accuracy estimate available here.
 DQ8280
 DQ8280.Click photographs - Photos may exist for this station.
 DQ8280
 DQ8280.The dynamic height is computed by dividing the NAVD 88
 DQ8280.geopotential number by the normal gravity value computed on the
 DQ8280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8280.degrees latitude (g = 980.6199 gals.).
 DQ8280
 DQ8280.The modeled gravity was interpolated from observed gravity values.
 DQ8280
 DQ8280;                    North         East    Units  Estimated Accuracy
 DQ8280;SPC NJ       -    58,344.0     153,351.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8280
 DQ8280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4642656745(NAD 83)
 DQ8280
 DQ8280                          SUPERSEDED SURVEY CONTROL
 DQ8280
 DQ8280.No superseded survey control is available for this station.
 DQ8280
 DQ8280_MARKER: DD = SURVEY DISK
 DQ8280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8280_STAMPING: 1 X 5 2017
 DQ8280_MARK LOGO: NJGS
 DQ8280_PROJECTION: FLUSH
 DQ8280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8280+STABILITY: SURFACE MOTION
 DQ8280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8280+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2017
 DQ8280
 DQ8280  HISTORY     - Date     Condition        Report By
 DQ8280  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8280  HISTORY     - 20170505 GOOD             NJGS
 DQ8280
 DQ8280                          STATION DESCRIPTION
 DQ8280
 DQ8280'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8280'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF BRIGANTINE,
 DQ8280'4.0 MI (6.4 KM) EAST-SOUTHEAST OF PLEASANTVILLE AND, IN ATLANTIC CITY.
 DQ8280'IN ATLANTIC CITY, AT THE NORTHWEST CORNER OF THE JUNCTION OF ALBANY
 DQ8280'BOULEVARD (U.S. HIGHWAY 322/40) AND CROSSAN AVENUE, SET IN A CONCRETE
 DQ8280'MONUMENT IN A GRASS PATCH IN THE SIDEWALK AREA.
 DQ8280'
 DQ8280'THE STATION IS 50 FT (15.2 M) NORTHWEST OF THE CENTERLINE OF CROSSAN
 DQ8280'AVENUE, 18.7 FT (5.7 M) NORTHWEST OF POLE NUMBER 79263, 3 FT (0.9 M)
 DQ8280'SOUTHWEST OF THE SOUTHWEST CURB OF ALBANY BOULEVARD (U.S. HIGHWAY
 DQ8280'322/40) AND 22 FT (6.7 M) NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE
 DQ8280'SURROUNDING THE MCDONALDS PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8304 ***********************************************************************
 DQ8304  DESIGNATION -  1 X 6
 DQ8304  PID         -  DQ8304
 DQ8304  STATE/COUNTY-  NJ/ATLANTIC
 DQ8304  COUNTRY     -  US
 DQ8304  USGS QUAD   -  OCEANVILLE (2019)
 DQ8304
 DQ8304                         *CURRENT SURVEY CONTROL
 DQ8304  ______________________________________________________________________
 DQ8304* NAD 83(1986) POSITION- 39 22 31.99   (N) 074 25 52.22   (W)   HD_HELD1
 DQ8304* NAVD 88 ORTHO HEIGHT -     2.226 (meters)        7.30  (feet) ADJUSTED
 DQ8304  ______________________________________________________________________
 DQ8304  GEOID HEIGHT    -        -34.362 (meters)                     GEOID18
 DQ8304  DYNAMIC HEIGHT  -          2.224 (meters)        7.30  (feet) COMP
 DQ8304  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 DQ8304
 DQ8304  VERT ORDER      -  FIRST     CLASS II
 DQ8304
 DQ8304.The horizontal coordinates were determined by differentially corrected
 DQ8304.hand held GPS observations or other comparable positioning techniques
 DQ8304.and have an estimated accuracy of +/- 3 meters.
 DQ8304
 DQ8304.The orthometric height was determined by differential leveling and
 DQ8304.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8304.in August 2018.
 DQ8304
 DQ8304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8304.GEOID18 height accuracy estimate available here.
 DQ8304
 DQ8304.Click photographs - Photos may exist for this station.
 DQ8304
 DQ8304.The dynamic height is computed by dividing the NAVD 88
 DQ8304.geopotential number by the normal gravity value computed on the
 DQ8304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8304.degrees latitude (g = 980.6199 gals.).
 DQ8304
 DQ8304.The modeled gravity was interpolated from observed gravity values.
 DQ8304
 DQ8304;                    North         East    Units  Estimated Accuracy
 DQ8304;SPC NJ       -    60,192.1     155,930.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8304
 DQ8304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4899458607(NAD 83)
 DQ8304
 DQ8304                          SUPERSEDED SURVEY CONTROL
 DQ8304
 DQ8304.No superseded survey control is available for this station.
 DQ8304
 DQ8304_MARKER: DD = SURVEY DISK
 DQ8304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8304_STAMPING: 1 X 6 2017
 DQ8304_MARK LOGO: NJDT
 DQ8304_PROJECTION: FLUSH
 DQ8304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8304+STABILITY: SURFACE MOTION
 DQ8304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8304+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2021
 DQ8304
 DQ8304  HISTORY     - Date     Condition        Report By
 DQ8304  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8304  HISTORY     - 20170626 GOOD             NJGS
 DQ8304  HISTORY     - 20210520 GOOD             NJGS
 DQ8304
 DQ8304                          STATION DESCRIPTION
 DQ8304
 DQ8304'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8304'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST OF PLEASANTVILLE,
 DQ8304'4.3 MI (6.9 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC CITY.
 DQ8304'
 DQ8304'TO REACH FROM THE INTERSECTION OF ATLANTIC CITY-BRIGANTINE CONNECTOR
 DQ8304'(NORTH CAROLINA AVENUE) AND NEW JERSEY ROUTE 187 (BRIGANTINE
 DQ8304'BOULEVARD), GO 0.25 MI (0.40 KM), GO 0.25 MI (0.40 KM) NORTH-NORTHEAST
 DQ8304'ON NEW JERSEY ROUTE 187 TO THE STATION ON THE RIGHT.
 DQ8304'
 DQ8304'THE STATION IS ABOUT 23 FT (7.0 M) NORTHWEST OF THE NORTHWEST CORNER
 DQ8304'OF APARTMENT UNIT H (BRICK BUILDING), 3.0 FT (0.9 M) EAST-SOUTHEAST OF
 DQ8304'THE EAST CURB OF NEW JERSEY ROUTE 187 (BRIGANTINE BOULEVARD), 38 FT
 DQ8304'(11.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF NEW JERSEY ROUTE 187
 DQ8304'(BRIGANTINE BOULEVARD), 69 FT (21.0 M) SOUTH-SOUTHWEST OF POLE NUMBER
 DQ8304'A16906, 11 FT (3.4 M) NORTH OD A FIRE HYDRANT AND 35 FT (10.7 M)
 DQ8304'NORTH-NORTHEAST OF POLE NUMBER A16905.
 DQ8304
 DQ8304                          STATION RECOVERY (2021)
 DQ8304
 DQ8304'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DQ8304'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7231 ***********************************************************************
 DR7231  DESIGNATION -  1 X 7
 DR7231  PID         -  DR7231
 DR7231  STATE/COUNTY-  NJ/ATLANTIC
 DR7231  COUNTRY     -  US
 DR7231  USGS QUAD   -  OCEANVILLE (2019)
 DR7231
 DR7231                         *CURRENT SURVEY CONTROL
 DR7231  ______________________________________________________________________
 DR7231* NAD 83(1986) POSITION- 39 23 11.24   (N) 074 24 16.15   (W)   HD_HELD1
 DR7231* NAVD 88 ORTHO HEIGHT -     1.478 (meters)        4.85  (feet) ADJUSTED
 DR7231  ______________________________________________________________________
 DR7231  GEOID HEIGHT    -        -34.347 (meters)                     GEOID18
 DR7231  DYNAMIC HEIGHT  -          1.477 (meters)        4.85  (feet) COMP
 DR7231  MODELED GRAVITY -    980,110.9   (mgal)                       NAVD 88
 DR7231
 DR7231  VERT ORDER      -  FIRST     CLASS II
 DR7231
 DR7231.The horizontal coordinates were determined by differentially corrected
 DR7231.hand held GPS observations or other comparable positioning techniques
 DR7231.and have an estimated accuracy of +/- 3 meters.
 DR7231
 DR7231.The orthometric height was determined by differential leveling and
 DR7231.adjusted by the NATIONAL GEODETIC SURVEY
 DR7231.in March 2022.
 DR7231
 DR7231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7231.GEOID18 height accuracy estimate available here.
 DR7231
 DR7231.Click photographs - Photos may exist for this station.
 DR7231
 DR7231.The dynamic height is computed by dividing the NAVD 88
 DR7231.geopotential number by the normal gravity value computed on the
 DR7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7231.degrees latitude (g = 980.6199 gals.).
 DR7231
 DR7231.The modeled gravity was interpolated from observed gravity values.
 DR7231
 DR7231;                    North         East    Units  Estimated Accuracy
 DR7231;SPC NJ       -    61,404.5     158,228.0     MT  (+/- 3 meters HH1 GPS) 
 DR7231
 DR7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5128559832(NAD 83)
 DR7231
 DR7231                          SUPERSEDED SURVEY CONTROL
 DR7231
 DR7231.No superseded survey control is available for this station.
 DR7231
 DR7231_MARKER: DD = SURVEY DISK
 DR7231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7231_STAMPING: 1 X 7 2021
 DR7231_MARK LOGO: NJGS
 DR7231_PROJECTION: FLUSH
 DR7231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7231+STABILITY: SURFACE MOTION
 DR7231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7231+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2021
 DR7231
 DR7231  HISTORY     - Date     Condition        Report By
 DR7231  HISTORY     - 20210610 MONUMENTED       NJGS
 DR7231
 DR7231                          STATION DESCRIPTION
 DR7231
 DR7231'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 DR7231'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF PLEASANTVILLE, 2.7
 DR7231'MI (4.3 KM) SOUTHWEST OF BRIGANTINE AND 1.8 MI (2.9 KM)
 DR7231'NORTH-NORTHEAST OF ATLANTIC CITY.
 DR7231'
 DR7231'TO REACH FROM THE TRAFFIC SIGNAL AT THE INTERSECTION OF BRIGANTINE
 DR7231'BOULEVARD AND HARBOR BEACH BOULEVARD, GO 0.3 MI (0.5 KM) SOUTH ON
 DR7231'HARBOR BEACH BOULEVARD TO THE JUNCTION WITH LAGOON BOULEVARD.  TURN
 DR7231'RIGHT AND GO ABOUT 0.55 MI (0.88 KM) SOUTH-SOUTHWEST TO THE STATION ON
 DR7231'THE RIGHT, SET IN THE GRASS AREA ON THE SOUTHWEST SIDE OF LAGOON
 DR7231'BOULEVARD, OPPOSITE THE CENTERLINE OF SAILFISH DRIVE.
 DR7231'
 DR7231'IT IS 49 FT (14.9 M) WEST-SOUTHWEST OF A MANHOLE IN THE CENTER OF THE
 DR7231'JUNCTION OF LAGOON BOULEVARD AND SAILFISH DRIVE, 8.4 FT (2.6 M)
 DR7231'SOUTHWEST OF THE CURB, 19.5 FT (5.9 M) SOUTH OF AN INLET CURB PIECE,
 DR7231'72.1 FT (22.0 M) NORTHWEST OF A DOUBLE GRATED INLET IN THE GUTTER OF
 DR7231'LAGOON BOULEVARD, 70.5 FT (21.5 M) SOUTHWEST OF A LIGHT POLE NUMBER
 DR7231'A21752 IN THE GRASS ISLAND DIVIDE N OF THE INTERSECTION AND 77.1 FT
 DR7231'(23.5 M) NORTHWEST OF A LIGHT POLE IN THE GRASS DIVIDER ISLAND S OF
 DR7231'THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8276 ***********************************************************************
 DN8276  DESIGNATION -  1 Y 2
 DN8276  PID         -  DN8276
 DN8276  STATE/COUNTY-  NJ/ATLANTIC
 DN8276  COUNTRY     -  US
 DN8276  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8276
 DN8276                         *CURRENT SURVEY CONTROL
 DN8276  ______________________________________________________________________
 DN8276* NAD 83(1986) POSITION- 39 26 20.     (N) 074 31 06.     (W)   SCALED
 DN8276* NAVD 88 ORTHO HEIGHT -     5.399 (meters)       17.71  (feet) ADJUSTED
 DN8276  ______________________________________________________________________
 DN8276  GEOID HEIGHT    -        -33.969 (meters)                     GEOID18
 DN8276  DYNAMIC HEIGHT  -          5.396 (meters)       17.70  (feet) COMP
 DN8276  MODELED GRAVITY -    980,122.6   (mgal)                       NAVD 88
 DN8276
 DN8276  VERT ORDER      -  FIRST     CLASS II
 DN8276
 DN8276.The horizontal coordinates were scaled from a map and have
 DN8276.an estimated accuracy of +/- 6 seconds.
 DN8276
 DN8276.The orthometric height was determined by differential leveling and
 DN8276.adjusted by the NATIONAL GEODETIC SURVEY
 DN8276.in April 2013.
 DN8276
 DN8276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8276.GEOID18 height accuracy estimate available here.
 DN8276
 DN8276.Click photographs - Photos may exist for this station.
 DN8276
 DN8276.The dynamic height is computed by dividing the NAVD 88
 DN8276.geopotential number by the normal gravity value computed on the
 DN8276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8276.degrees latitude (g = 980.6199 gals.).
 DN8276
 DN8276.The modeled gravity was interpolated from observed gravity values.
 DN8276
 DN8276;                    North         East    Units  Estimated Accuracy
 DN8276;SPC NJ       -    67,220.      148,420.      MT  (+/- 180 meters Scaled)
 DN8276
 DN8276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ414655(NAD 83)
 DN8276
 DN8276                          SUPERSEDED SURVEY CONTROL
 DN8276
 DN8276.No superseded survey control is available for this station.
 DN8276
 DN8276_MARKER: DD = SURVEY DISK
 DN8276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8276_SP_SET: CULVERT HEADWALL
 DN8276_STAMPING: 1 Y 2 2010
 DN8276_MARK LOGO: NJGS
 DN8276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8276+STABILITY: SURFACE MOTION
 DN8276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8276+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 DN8276
 DN8276  HISTORY     - Date     Condition        Report By
 DN8276  HISTORY     - 20100507 MONUMENTED       NJGS
 DN8276
 DN8276                          STATION DESCRIPTION
 DN8276
 DN8276'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8276'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8276'U.S. HIGHWAY 30.
 DN8276'
 DN8276'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8276'U.S. HIGHWAY 30 AND THE GARDEN STATE PARKWAY AT INTERCHANGE 40, GO
 DN8276'SOUTHEAST ON U.S. HIGHWAY 30 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE
 DN8276'RIGHT, SET FLUSH IN A DRILL HOLE IN THE TOP OF A LARGE CONCRETE
 DN8276'CULVERT HEAD WALL FOR A STEAM LEADING SOUTHERLY INTO THE ATLANTIC CITY
 DN8276'RESERVOIR.
 DN8276'
 DN8276'THE STATION IS 5.3 M (17.4 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CURB
 DN8276'OF U.S. HIGHWAY 30, 17.6 M (57.7 FT) NORTHWEST FROM WOOD UTILITY POLE
 DN8276'NUMBER BT 646 AB AND 7.2 M (23.6 FT) SOUTH FROM THE CENTER OF A DOUBLE
 DN8276'STEEL GRATE INLET ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8299 ***********************************************************************
 DN8299  DESIGNATION -  1 Y 3
 DN8299  PID         -  DN8299
 DN8299  STATE/COUNTY-  NJ/ATLANTIC
 DN8299  COUNTRY     -  US
 DN8299  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8299
 DN8299                         *CURRENT SURVEY CONTROL
 DN8299  ______________________________________________________________________
 DN8299* NAD 83(1986) POSITION- 39 28 41.21   (N) 074 34 56.71   (W)   HD_HELD1
 DN8299* NAVD 88 ORTHO HEIGHT -    20.952 (meters)       68.74  (feet) ADJUSTED
 DN8299  ______________________________________________________________________
 DN8299  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 DN8299  DYNAMIC HEIGHT  -         20.942 (meters)       68.71  (feet) COMP
 DN8299  MODELED GRAVITY -    980,127.4   (mgal)                       NAVD 88
 DN8299
 DN8299  VERT ORDER      -  FIRST     CLASS II
 DN8299
 DN8299.The horizontal coordinates were determined by differentially corrected
 DN8299.hand held GPS observations or other comparable positioning techniques
 DN8299.and have an estimated accuracy of +/- 3 meters.
 DN8299
 DN8299.The orthometric height was determined by differential leveling and
 DN8299.adjusted by the NATIONAL GEODETIC SURVEY
 DN8299.in April 2013.
 DN8299
 DN8299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8299.GEOID18 height accuracy estimate available here.
 DN8299
 DN8299.Click photographs - Photos may exist for this station.
 DN8299
 DN8299.The dynamic height is computed by dividing the NAVD 88
 DN8299.geopotential number by the normal gravity value computed on the
 DN8299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8299.degrees latitude (g = 980.6199 gals.).
 DN8299
 DN8299.The modeled gravity was interpolated from observed gravity values.
 DN8299
 DN8299;                    North         East    Units  Estimated Accuracy
 DN8299;SPC NJ       -    71,578.6     142,909.3     MT  (+/- 3 meters HH1 GPS) 
 DN8299
 DN8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3591469918(NAD 83)
 DN8299
 DN8299                          SUPERSEDED SURVEY CONTROL
 DN8299
 DN8299.No superseded survey control is available for this station.
 DN8299
 DN8299_MARKER: DD = SURVEY DISK
 DN8299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8299_STAMPING: 1 Y 3 2010
 DN8299_MARK LOGO: NJGS
 DN8299_PROJECTION: FLUSH
 DN8299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8299+STABILITY: SURFACE MOTION
 DN8299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8299+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 DN8299
 DN8299  HISTORY     - Date     Condition        Report By
 DN8299  HISTORY     - 20100520 MONUMENTED       NJGS
 DN8299
 DN8299                          STATION DESCRIPTION
 DN8299
 DN8299'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8299'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE NORTHEAST SIDE OF
 DN8299'ALOE STREET AT THE JUNCTION WITH GENOA AVENUE.
 DN8299'
 DN8299'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DN8299'POMONA ROAD (COUNTY ROAD 575), GO SOUTHWEST ON POMONA ROAD FOR 0.30 MI
 DN8299'(0.5 KM) TO THE INTERSECTION WITH ALOE STREET ON THE RIGHT.  TURN
 DN8299'RIGHT AND GO NORTHWEST ON ALOE STREET FOR 0.20 MI (0.3 KM) TO THE
 DN8299'INTERSECTION WITH GENOA AVENUE AND THE STATION ON THE RIGHT, SET FLUSH
 DN8299'WITH THE GROUND AT THE NORTH CORNER OF THE INTERSECTION IN FRONT OF
 DN8299'THE CNS SELF STORAGE COMPANY.
 DN8299'
 DN8299'THE STATION IS 28.5 FT (8.7 M) NORTHEAST FROM THE CENTER LINE OF ALOE
 DN8299'STREET, 49.3 FT (15.0 M) NORTHWEST FROM THE CENTER LINE OF GENOA
 DN8299'AVENUE, 36.7 FT (11.2 M) SOUTHWEST FROM THE SOUTHWEST LEG OF A SIGN
 DN8299'FOR THE CNS SELF STORAGE COMPANY, 66.7 FT (20.3 M) NORTH-NORTHEAST
 DN8299'FROM WOOD UTILITY POLE NUMBER H4615, 88.8 FT (27.1 M) SOUTHEAST FROM
 DN8299'THE PAVED DRIVEWAY LEADING TO THE CNS SELF STORAGE COMPANY AND 109.3
 DN8299'FT (33.3 M) WEST-SOUTHWEST FROM WOOD UTILITY POLE NUMBER 75823 33631.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8254 ***********************************************************************
 DQ8254  DESIGNATION -  1 Y 4
 DQ8254  PID         -  DQ8254
 DQ8254  STATE/COUNTY-  NJ/ATLANTIC
 DQ8254  COUNTRY     -  US
 DQ8254  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8254
 DQ8254                         *CURRENT SURVEY CONTROL
 DQ8254  ______________________________________________________________________
 DQ8254* NAD 83(1986) POSITION- 39 21 29.10   (N) 074 26 17.91   (W)   HD_HELD1
 DQ8254* NAVD 88 ORTHO HEIGHT -     2.443 (meters)        8.02  (feet) ADJUSTED
 DQ8254  ______________________________________________________________________
 DQ8254  GEOID HEIGHT    -        -34.429 (meters)                     GEOID18
 DQ8254  DYNAMIC HEIGHT  -          2.442 (meters)        8.01  (feet) COMP
 DQ8254  MODELED GRAVITY -    980,106.3   (mgal)                       NAVD 88
 DQ8254
 DQ8254  VERT ORDER      -  FIRST     CLASS II
 DQ8254
 DQ8254.The horizontal coordinates were determined by differentially corrected
 DQ8254.hand held GPS observations or other comparable positioning techniques
 DQ8254.and have an estimated accuracy of +/- 3 meters.
 DQ8254
 DQ8254.The orthometric height was determined by differential leveling and
 DQ8254.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8254.in August 2018.
 DQ8254
 DQ8254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8254.GEOID18 height accuracy estimate available here.
 DQ8254
 DQ8254.Click photographs - Photos may exist for this station.
 DQ8254
 DQ8254.The dynamic height is computed by dividing the NAVD 88
 DQ8254.geopotential number by the normal gravity value computed on the
 DQ8254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8254.degrees latitude (g = 980.6199 gals.).
 DQ8254
 DQ8254.The modeled gravity was interpolated from observed gravity values.
 DQ8254
 DQ8254;                    North         East    Units  Estimated Accuracy
 DQ8254;SPC NJ       -    58,252.3     155,316.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8254
 DQ8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4839156665(NAD 83)
 DQ8254
 DQ8254                          SUPERSEDED SURVEY CONTROL
 DQ8254
 DQ8254.No superseded survey control is available for this station.
 DQ8254
 DQ8254_MARKER: DD = SURVEY DISK
 DQ8254_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8254+WITH SETTING: PAVEMENT
 DQ8254_SP_SET: TRAFFIC SIGNAL BASE
 DQ8254_STAMPING: 1 Y 4 2017
 DQ8254_MARK LOGO: NJGS
 DQ8254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8254+STABILITY: SURFACE MOTION
 DQ8254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8254+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8254
 DQ8254  HISTORY     - Date     Condition        Report By
 DQ8254  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8254
 DQ8254                          STATION DESCRIPTION
 DQ8254
 DQ8254'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8254'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF BRIGANTINE,
 DQ8254'5.1 MI (8.2 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC CITY.
 DQ8254'
 DQ8254'IN ATLANTIC CITY, AT THE NORTHWEST CORNER OF ATLANTIC AVENUE AND
 DQ8254'MISSOURI AVENUE (CHRISTOPHER COLUMBUS BOULEVARD), SET IN A DRILL HOLE
 DQ8254'IN A 3 FT (0.9 M) QUARE BASE OF A TRAFFIC SIGNAL.
 DQ8254'
 DQ8254'THE STATION IS 25.5 FT (7.8 M) WEST-SOUTHWEST OF THE SOUTHWEST CURB OF
 DQ8254'MISSOURI AVENUE, 3.4 FT (1.0 M) NORTH-NORTHWEST OF THE NORTHWEST CURB
 DQ8254'OF ATLANTIC AVENUE, 2.5 FT (0.8 M) SOUTHEAST OF THE TRAFFIC SIGNAL
 DQ8254'MAST, 21.5 FT (6.6 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DQ8254'LARGE STONE BASE FOR A RETAIL STORE (BASS OUTLET) SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8281 ***********************************************************************
 DQ8281  DESIGNATION -  1 Y 5
 DQ8281  PID         -  DQ8281
 DQ8281  STATE/COUNTY-  NJ/ATLANTIC
 DQ8281  COUNTRY     -  US
 DQ8281  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8281
 DQ8281                         *CURRENT SURVEY CONTROL
 DQ8281  ______________________________________________________________________
 DQ8281* NAD 83(1986) POSITION- 39 21 42.88   (N) 074 27 57.39   (W)   HD_HELD1
 DQ8281* NAVD 88 ORTHO HEIGHT -     2.205 (meters)        7.23  (feet) ADJUSTED
 DQ8281  ______________________________________________________________________
 DQ8281  GEOID HEIGHT    -        -34.382 (meters)                     GEOID18
 DQ8281  DYNAMIC HEIGHT  -          2.204 (meters)        7.23  (feet) COMP
 DQ8281  MODELED GRAVITY -    980,107.8   (mgal)                       NAVD 88
 DQ8281
 DQ8281  VERT ORDER      -  FIRST     CLASS II
 DQ8281
 DQ8281.The horizontal coordinates were determined by differentially corrected
 DQ8281.hand held GPS observations or other comparable positioning techniques
 DQ8281.and have an estimated accuracy of +/- 3 meters.
 DQ8281
 DQ8281.The orthometric height was determined by differential leveling and
 DQ8281.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8281.in August 2018.
 DQ8281
 DQ8281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8281.GEOID18 height accuracy estimate available here.
 DQ8281
 DQ8281.Click photographs - Photos may exist for this station.
 DQ8281
 DQ8281.The dynamic height is computed by dividing the NAVD 88
 DQ8281.geopotential number by the normal gravity value computed on the
 DQ8281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8281.degrees latitude (g = 980.6199 gals.).
 DQ8281
 DQ8281.The modeled gravity was interpolated from observed gravity values.
 DQ8281
 DQ8281;                    North         East    Units  Estimated Accuracy
 DQ8281;SPC NJ       -    58,676.0     152,935.0     MT  (+/- 3 meters HH1 GPS) 
 DQ8281
 DQ8281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4600857075(NAD 83)
 DQ8281
 DQ8281                          SUPERSEDED SURVEY CONTROL
 DQ8281
 DQ8281.No superseded survey control is available for this station.
 DQ8281
 DQ8281_MARKER: DD = SURVEY DISK
 DQ8281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8281_STAMPING: 1 Y 5 2017
 DQ8281_MARK LOGO: NJGS
 DQ8281_PROJECTION: FLUSH
 DQ8281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8281+STABILITY: SURFACE MOTION
 DQ8281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8281+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2017
 DQ8281
 DQ8281  HISTORY     - Date     Condition        Report By
 DQ8281  HISTORY     - UNK      MONUMENTED       NJDT
 DQ8281  HISTORY     - 20170505 GOOD             NJGS
 DQ8281
 DQ8281                          STATION DESCRIPTION
 DQ8281
 DQ8281'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8281'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF BRIGANTINE,
 DQ8281'4.0 MI (6.4 KM) EAST-SOUTHEAST OF PLEASANTVILLE AND, IN ATLANTIC CITY.
 DQ8281'IN ATLANTIC CITY, A CONCRETE MONUMENT SET IN THE SIDEWALK OF THE
 DQ8281'EASTBOUND LANES OF THE ALBANY BOULEVARD (U.S. HIGHWAY 322/40) TO THE
 DQ8281'BRIDGE SPANNING TURTLE BEACH THOROFARE, NEAR THE APEX OF TWO
 DQ8281'BILLBOARDS.
 DQ8281'
 DQ8281'IT IS 10 FT (3.0 M) NORTHEAST OF POLE NUMBER A16711, 4.7 FT (1.4 M)
 DQ8281'SOUTHWEST OF THE SOUTHWEST CURB OF THE EASTBOUND LANES OF ALBANY
 DQ8281'BOULEVARD (U.S. HIGHWAY 322/40), 84.5 FT (25.8 M) SOUTHEAST OF THE
 DQ8281'NORTHEAST END OF THE BRIDGE BALUSTRADE RAIL, 5.5 FT (1.7 M) NORTHEAST
 DQ8281'OF THE NORTHEAST FACE OF THE BALUSTRADE, 88.8 FT (27.1 M)
 DQ8281'NORTH-NORTHWEST OF POLE NUMBER A6474 AND 41.4 FT (12.6 M) NORTHEAST OF
 DQ8281'A 3 FT (0.9 M) DIAMETER MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7235 ***********************************************************************
 DR7235  DESIGNATION -  1 Y 7
 DR7235  PID         -  DR7235
 DR7235  STATE/COUNTY-  NJ/ATLANTIC
 DR7235  COUNTRY     -  US
 DR7235  USGS QUAD   -  OCEANVILLE (2019)
 DR7235
 DR7235                         *CURRENT SURVEY CONTROL
 DR7235  ______________________________________________________________________
 DR7235* NAD 83(1986) POSITION- 39 23 00.41   (N) 074 25 30.33   (W)   HD_HELD1
 DR7235* NAVD 88 ORTHO HEIGHT -    10.700 (meters)       35.10  (feet) ADJUSTED
 DR7235  ______________________________________________________________________
 DR7235  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 DR7235  DYNAMIC HEIGHT  -         10.695 (meters)       35.09  (feet) COMP
 DR7235  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 DR7235
 DR7235  VERT ORDER      -  FIRST     CLASS II
 DR7235
 DR7235.The horizontal coordinates were determined by differentially corrected
 DR7235.hand held GPS observations or other comparable positioning techniques
 DR7235.and have an estimated accuracy of +/- 3 meters.
 DR7235
 DR7235.The orthometric height was determined by differential leveling and
 DR7235.adjusted by the NATIONAL GEODETIC SURVEY
 DR7235.in March 2022.
 DR7235
 DR7235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7235.GEOID18 height accuracy estimate available here.
 DR7235
 DR7235.Click photographs - Photos may exist for this station.
 DR7235
 DR7235.The dynamic height is computed by dividing the NAVD 88
 DR7235.geopotential number by the normal gravity value computed on the
 DR7235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7235.degrees latitude (g = 980.6199 gals.).
 DR7235
 DR7235.The modeled gravity was interpolated from observed gravity values.
 DR7235
 DR7235;                    North         East    Units  Estimated Accuracy
 DR7235;SPC NJ       -    61,068.9     156,453.2     MT  (+/- 3 meters HH1 GPS) 
 DR7235
 DR7235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4951259487(NAD 83)
 DR7235
 DR7235                          SUPERSEDED SURVEY CONTROL
 DR7235
 DR7235.No superseded survey control is available for this station.
 DR7235
 DR7235_MARKER: DD = SURVEY DISK
 DR7235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7235_SP_SET: BRIDGE ABUTMENT
 DR7235_STAMPING: 1 Y 7 2021
 DR7235_MARK LOGO: NJGS
 DR7235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7235+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2021
 DR7235
 DR7235  HISTORY     - Date     Condition        Report By
 DR7235  HISTORY     - 20210520 MONUMENTED       NJGS
 DR7235
 DR7235                          STATION DESCRIPTION
 DR7235
 DR7235'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DR7235'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST OF PLEASANTVILLE, 3.7
 DR7235'MI (6.0 KM) WEST-SOUTHWEST OF BRIGANTINE AND 1.3 MI (2.1 KM) NORTH OF
 DR7235'ATLANTIC CITY.
 DR7235'
 DR7235'1.3 MI (2.1 KM) NORTH OF ATLANTIC CITY SET IN A DRILL HOLE IN THE
 DR7235'ABUTMENT AT SIDEWALK LEVEL AT THE SOUTHWEST END OF THE NJ ROUTE 87
 DR7235'BRIDGE SPANNING THE ABSECON INLET.
 DR7235'
 DR7235'THE STATION IS 2 FT (0.6 M) NORTH OF THE SOUTH END OF THE BRIDGE
 DR7235'BALUSTRADE END BLOCK FOR THE SIDEWALK, 39.6 FT (12.1 M) NORTHEAST OF A
 DR7235'MANHOLE, 69.3 FT (21.1 M) NORTHEAST OF BENCH MARK ATLANTIC 2 REFERENCE
 DR7235'MARK 5 (JU2823) AND 17.5 FT (5.3 M) SOUTHEAST OF THE CENTERLINE OF THE
 DR7235'NORTHBOUND LANES OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6542 ***********************************************************************
 DK6542  DESIGNATION -  1 Z 1
 DK6542  PID         -  DK6542
 DK6542  STATE/COUNTY-  NJ/ATLANTIC
 DK6542  COUNTRY     -  US
 DK6542  USGS QUAD   -  HAMMONTON (2019)
 DK6542
 DK6542                         *CURRENT SURVEY CONTROL
 DK6542  ______________________________________________________________________
 DK6542* NAD 83(1986) POSITION- 39 37 59.     (N) 074 48 21.     (W)   SCALED
 DK6542* NAVD 88 ORTHO HEIGHT -    33.385 (meters)      109.53  (feet) ADJUSTED
 DK6542  ______________________________________________________________________
 DK6542  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 DK6542  DYNAMIC HEIGHT  -         33.369 (meters)      109.48  (feet) COMP
 DK6542  MODELED GRAVITY -    980,132.5   (mgal)                       NAVD 88
 DK6542
 DK6542  VERT ORDER      -  FIRST     CLASS II
 DK6542
 DK6542.The horizontal coordinates were scaled from a map and have
 DK6542.an estimated accuracy of +/- 6 seconds.
 DK6542
 DK6542.The orthometric height was determined by differential leveling and
 DK6542.adjusted by the NATIONAL GEODETIC SURVEY
 DK6542.in February 2010.
 DK6542
 DK6542.No vertical observational check was made to the station.
 DK6542
 DK6542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6542.GEOID18 height accuracy estimate available here.
 DK6542
 DK6542.Click photographs - Photos may exist for this station.
 DK6542
 DK6542.The dynamic height is computed by dividing the NAVD 88
 DK6542.geopotential number by the normal gravity value computed on the
 DK6542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6542.degrees latitude (g = 980.6199 gals.).
 DK6542
 DK6542.The modeled gravity was interpolated from observed gravity values.
 DK6542
 DK6542;                    North         East    Units  Estimated Accuracy
 DK6542;SPC NJ       -    88,820.      123,750.      MT  (+/- 180 meters Scaled)
 DK6542
 DK6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ166870(NAD 83)
 DK6542
 DK6542                          SUPERSEDED SURVEY CONTROL
 DK6542
 DK6542.No superseded survey control is available for this station.
 DK6542
 DK6542_MARKER: DD = SURVEY DISK
 DK6542_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DK6542_SP_SET: WATER TANK BASE
 DK6542_STAMPING: 1 Z 1 2006
 DK6542_MARK LOGO: NJGS
 DK6542_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK6542+STABILITY: POSITION/ELEVATION WELL
 DK6542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6542+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2010
 DK6542
 DK6542  HISTORY     - Date     Condition        Report By
 DK6542  HISTORY     - 20060921 MONUMENTED       NJGS
 DK6542  HISTORY     - 20100325 GOOD             NJGS
 DK6542
 DK6542                          STATION DESCRIPTION
 DK6542
 DK6542'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6542'THE STATION IS LOCATED IN HAMMONTON, SET IN A DRILL HOLE IN THE
 DK6542'SOUTHEAST CORNER OF THE BASE OF THE CENTER WATER SUPPLY PIPE FOR THE
 DK6542'SIX-LEGGED WATER TANK ON THE GROUNDS OF THE HAMMONTON WATER DEPARTMENT
 DK6542'ON THE NORTHEAST CORNER OF TWELFTH STREET (NJ ROUTE 54) AND LINCOLN
 DK6542'STREET.
 DK6542'
 DK6542'THE STATION IS 89.5 FT (27.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DK6542'THE OFFICE-GARAGE BUILDING, 158.0 FT (48.2 M) WEST OF THE CENTERLINE
 DK6542'OF THE DRIVEWAY LEADING INTO THE COMPLEX, 31.6 FT (9.6 M) NORTHEAST OF
 DK6542'THE NORTHEAST CORNER OF THE CHLORINE AND LIME BUILDING, 87.0 FT (26.5
 DK6542'M) NORTHEAST OF THE CENTERLINE OF LINCOLN STREET, 126.5 FT (38.6 M)
 DK6542'SOUTHEAST OF THE SOUTHEAST CURB OF TWELFTH STREET (NJ ROUTE 54).  THE
 DK6542'STATION IS ABOUT 2.0 FT (0.6 M) ABOVE THE GROUND.
 DK6542
 DK6542                          STATION RECOVERY (2010)
 DK6542
 DK6542'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DK6542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8277 ***********************************************************************
 DN8277  DESIGNATION -  1 Z 2
 DN8277  PID         -  DN8277
 DN8277  STATE/COUNTY-  NJ/ATLANTIC
 DN8277  COUNTRY     -  US
 DN8277  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8277
 DN8277                         *CURRENT SURVEY CONTROL
 DN8277  ______________________________________________________________________
 DN8277* NAD 83(1986) POSITION- 39 26 11.02   (N) 074 31 01.90   (W)   HD_HELD1
 DN8277* NAVD 88 ORTHO HEIGHT -     6.829 (meters)       22.40  (feet) ADJUSTED
 DN8277  ______________________________________________________________________
 DN8277  GEOID HEIGHT    -        -33.981 (meters)                     GEOID18
 DN8277  DYNAMIC HEIGHT  -          6.826 (meters)       22.40  (feet) COMP
 DN8277  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 DN8277
 DN8277  VERT ORDER      -  FIRST     CLASS II
 DN8277
 DN8277.The horizontal coordinates were determined by differentially corrected
 DN8277.hand held GPS observations or other comparable positioning techniques
 DN8277.and have an estimated accuracy of +/- 3 meters.
 DN8277
 DN8277.The orthometric height was determined by differential leveling and
 DN8277.adjusted by the NATIONAL GEODETIC SURVEY
 DN8277.in April 2013.
 DN8277
 DN8277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8277.GEOID18 height accuracy estimate available here.
 DN8277
 DN8277.Click photographs - Photos may exist for this station.
 DN8277
 DN8277.The dynamic height is computed by dividing the NAVD 88
 DN8277.geopotential number by the normal gravity value computed on the
 DN8277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8277.degrees latitude (g = 980.6199 gals.).
 DN8277
 DN8277.The modeled gravity was interpolated from observed gravity values.
 DN8277
 DN8277;                    North         East    Units  Estimated Accuracy
 DN8277;SPC NJ       -    66,944.1     148,519.8     MT  (+/- 3 meters HH1 GPS) 
 DN8277
 DN8277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4154965316(NAD 83)
 DN8277
 DN8277                          SUPERSEDED SURVEY CONTROL
 DN8277
 DN8277.No superseded survey control is available for this station.
 DN8277
 DN8277_MARKER: DD = SURVEY DISK
 DN8277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8277_STAMPING: 1 Z 2 2010
 DN8277_MARK LOGO: NJDT
 DN8277_PROJECTION: FLUSH
 DN8277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8277+STABILITY: SURFACE MOTION
 DN8277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8277+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2024
 DN8277
 DN8277  HISTORY     - Date     Condition        Report By
 DN8277  HISTORY     - UNK      MONUMENTED       NJDT
 DN8277  HISTORY     - 20100510 GOOD             NJGS
 DN8277  HISTORY     - 20240205 GOOD             NJGS
 DN8277
 DN8277                          STATION DESCRIPTION
 DN8277
 DN8277'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DN8277'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE SOUTHWEST SIDE OF
 DN8277'U.S. HIGHWAY 30.
 DN8277'
 DN8277'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DN8277'U.S HIGHWAY 30 AND THE GARDEN STATION PARKWAY AT INTERCHANGE 40, GO
 DN8277'SOUTHEAST ON U.S. HIGHWAY 30 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 DN8277'RIGHT, SET FLUSH WITH THE GROUND, BETWEEN THE CURB AND SIDEWALK IN
 DN8277'FRONT OF THE HOLIDAY INN EXPRESS HOTEL, A THREE STORY CONCRETE BLOCK
 DN8277'AND STUCCO BUILDING.
 DN8277'
 DN8277'THE STATION IS 0.7 M (2.3 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DN8277'U.S. HIGHWAY 30, 15.0 M (49.2 FT) NORTHWEST FROM WOOD UTILITY POLE
 DN8277'NUMBER B627 P12541, 10.8 M (35.4 FT) NORTHEAST FROM A SQUARE METAL
 DN8277'LIGHT POLE IN FRONT OF A PARKING LOT FOR THE HOTEL AND 1.4 M (4.6 FT)
 DN8277'EAST FROM THE NORTHEAST EDGE OF THE SIDEWALK IN FRONT OF THE HOTEL.
 DN8277'
 DN8277'THIS STATION IS ALSO KNOWN AS U.S. HIGHWAY 30 BASELINE STATION 925+00.
 DN8277
 DN8277                          STATION RECOVERY (2024)
 DN8277
 DN8277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DN8277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8301 ***********************************************************************
 DN8301  DESIGNATION -  1 Z 3
 DN8301  PID         -  DN8301
 DN8301  STATE/COUNTY-  NJ/ATLANTIC
 DN8301  COUNTRY     -  US
 DN8301  USGS QUAD   -  OCEANVILLE (2019)
 DN8301
 DN8301                         *CURRENT SURVEY CONTROL
 DN8301  ______________________________________________________________________
 DN8301* NAD 83(1986) POSITION- 39 25 42.49   (N) 074 29 45.18   (W)   HD_HELD1
 DN8301* NAVD 88 ORTHO HEIGHT -     6.608 (meters)       21.68  (feet) ADJUSTED
 DN8301  ______________________________________________________________________
 DN8301  GEOID HEIGHT    -        -34.036 (meters)                     GEOID18
 DN8301  DYNAMIC HEIGHT  -          6.605 (meters)       21.67  (feet) COMP
 DN8301  MODELED GRAVITY -    980,120.6   (mgal)                       NAVD 88
 DN8301
 DN8301  VERT ORDER      -  FIRST     CLASS II
 DN8301
 DN8301.The horizontal coordinates were determined by differentially corrected
 DN8301.hand held GPS observations or other comparable positioning techniques
 DN8301.and have an estimated accuracy of +/- 3 meters.
 DN8301
 DN8301.The orthometric height was determined by differential leveling and
 DN8301.adjusted by the NATIONAL GEODETIC SURVEY
 DN8301.in April 2013.
 DN8301
 DN8301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8301.GEOID18 height accuracy estimate available here.
 DN8301
 DN8301.Click photographs - Photos may exist for this station.
 DN8301
 DN8301.The dynamic height is computed by dividing the NAVD 88
 DN8301.geopotential number by the normal gravity value computed on the
 DN8301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8301.degrees latitude (g = 980.6199 gals.).
 DN8301
 DN8301.The modeled gravity was interpolated from observed gravity values.
 DN8301
 DN8301;                    North         East    Units  Estimated Accuracy
 DN8301;SPC NJ       -    66,064.2     150,354.4     MT  (+/- 3 meters HH1 GPS) 
 DN8301
 DN8301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4338764447(NAD 83)
 DN8301
 DN8301                          SUPERSEDED SURVEY CONTROL
 DN8301
 DN8301.No superseded survey control is available for this station.
 DN8301
 DN8301_MARKER: DD = SURVEY DISK
 DN8301_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8301_SP_SET: CURB
 DN8301_STAMPING: 1 Z 3 2010
 DN8301_MARK LOGO: NJGS
 DN8301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8301+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2022
 DN8301
 DN8301  HISTORY     - Date     Condition        Report By
 DN8301  HISTORY     - 20100601 MONUMENTED       NJGS
 DN8301  HISTORY     - 20220325 GOOD             NJGS
 DN8301
 DN8301                          STATION DESCRIPTION
 DN8301
 DN8301'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8301'THE STATION IS LOCATED IN ABSECON, SET IN A DRILL HOLE IN THE CURB ON
 DN8301'THE SOUTHEAST CORNER OF THE JUNCTION OF SHORE ROAD (NJ ROUTE 157) AND
 DN8301'EAST FAUNCE LANDING ROAD.
 DN8301'
 DN8301'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND SHORE
 DN8301'ROAD, GO 0.4 MI (0.6 KM) NORTH-NORTHEAST ON SHORE ROAD TO THE STATION
 DN8301'ON THE RIGHT.
 DN8301'
 DN8301'THE STATION IS 10.5 FT (3.2 M) NORTHEAST OF A POLE NUMBER P16808, 7.9
 DN8301'FT (2.4 M) SOUTH-SOUTHWEST OF A WATER VALVE, 47.2 FT (14.4 M) SOUTH OF
 DN8301'A FIRE HYDRANT, 17.5 FT (5.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DN8301'EAST FAUNCE ROAD, 33.7 FT (10.3 M) SOUTHEAST OF A MANHOLE.
 DN8301
 DN8301                          STATION RECOVERY (2022)
 DN8301
 DN8301'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DN8301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8255 ***********************************************************************
 DQ8255  DESIGNATION -  1 Z 4
 DQ8255  PID         -  DQ8255
 DQ8255  STATE/COUNTY-  NJ/ATLANTIC
 DQ8255  COUNTRY     -  US
 DQ8255  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8255
 DQ8255                         *CURRENT SURVEY CONTROL
 DQ8255  ______________________________________________________________________
 DQ8255* NAD 83(1986) POSITION- 39 21 27.26   (N) 074 26 05.04   (W)   HD_HELD1
 DQ8255* NAVD 88 ORTHO HEIGHT -     2.168 (meters)        7.11  (feet) ADJUSTED
 DQ8255  ______________________________________________________________________
 DQ8255  GEOID HEIGHT    -        -34.435 (meters)                     GEOID18
 DQ8255  DYNAMIC HEIGHT  -          2.167 (meters)        7.11  (feet) COMP
 DQ8255  MODELED GRAVITY -    980,106.1   (mgal)                       NAVD 88
 DQ8255
 DQ8255  VERT ORDER      -  FIRST     CLASS II
 DQ8255
 DQ8255.The horizontal coordinates were determined by differentially corrected
 DQ8255.hand held GPS observations or other comparable positioning techniques
 DQ8255.and have an estimated accuracy of +/- 3 meters.
 DQ8255
 DQ8255.The orthometric height was determined by differential leveling and
 DQ8255.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8255.in August 2018.
 DQ8255
 DQ8255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8255.GEOID18 height accuracy estimate available here.
 DQ8255
 DQ8255.Click photographs - Photos may exist for this station.
 DQ8255
 DQ8255.The dynamic height is computed by dividing the NAVD 88
 DQ8255.geopotential number by the normal gravity value computed on the
 DQ8255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8255.degrees latitude (g = 980.6199 gals.).
 DQ8255
 DQ8255.The modeled gravity was interpolated from observed gravity values.
 DQ8255
 DQ8255;                    North         East    Units  Estimated Accuracy
 DQ8255;SPC NJ       -    58,195.8     155,624.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8255
 DQ8255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4870056610(NAD 83)
 DQ8255
 DQ8255                          SUPERSEDED SURVEY CONTROL
 DQ8255
 DQ8255.No superseded survey control is available for this station.
 DQ8255
 DQ8255_MARKER: DD = SURVEY DISK
 DQ8255_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ8255+WITH SETTING: PAVEMENT
 DQ8255_SP_SET: ELECTRICAL SIGNAL BOX BASE
 DQ8255_STAMPING: 1 Z 4 2017
 DQ8255_MARK LOGO: NJGS
 DQ8255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8255+STABILITY: SURFACE MOTION
 DQ8255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8255+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8255
 DQ8255  HISTORY     - Date     Condition        Report By
 DQ8255  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8255
 DQ8255                          STATION DESCRIPTION
 DQ8255
 DQ8255'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8255'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST-SOUTHEAST OF
 DQ8255'PLEASANTVILLE, 5.2 MI (8.4 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC
 DQ8255'CITY.
 DQ8255'
 DQ8255'IN ATLANTIC CITY, AT THE NORTHWEST CORNER OF PACIFIC AVENUE AND
 DQ8255'MICHIGAN AVENUE, SET IN THE BASE OF AN ELECTRICAL BOX.
 DQ8255'
 DQ8255'THE STATION IS 3.3 FT (1.0 M) NORTH-NORTHWEST OF THE NORTH CURB OF
 DQ8255'PACIFIC AVENUE, 35 FT (10.7 M) EAST OF A LIGHT POLE, 24.8 FT (7.6 M)
 DQ8255'SOUTH OF THE SOUTHEAST CORNER OF A RETAINING WALL FOR A GARDEN AT THE
 DQ8255'SOUTHEAST CORNER OF A PARKING GARAGE FOR THE ATLANTIC CARE MEDICAL
 DQ8255'CENTER, 30 FT (9.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF MICHIGAN
 DQ8255'AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8282 ***********************************************************************
 DQ8282  DESIGNATION -  1 Z 5
 DQ8282  PID         -  DQ8282
 DQ8282  STATE/COUNTY-  NJ/ATLANTIC
 DQ8282  COUNTRY     -  US
 DQ8282  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8282
 DQ8282                         *CURRENT SURVEY CONTROL
 DQ8282  ______________________________________________________________________
 DQ8282* NAD 83(1986) POSITION- 39 21 51.79   (N) 074 28 09.60   (W)   HD_HELD1
 DQ8282* NAVD 88 ORTHO HEIGHT -     2.848 (meters)        9.34  (feet) ADJUSTED
 DQ8282  ______________________________________________________________________
 DQ8282  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 DQ8282  DYNAMIC HEIGHT  -          2.847 (meters)        9.34  (feet) COMP
 DQ8282  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 DQ8282
 DQ8282  VERT ORDER      -  FIRST     CLASS II
 DQ8282
 DQ8282.The horizontal coordinates were determined by differentially corrected
 DQ8282.hand held GPS observations or other comparable positioning techniques
 DQ8282.and have an estimated accuracy of +/- 3 meters.
 DQ8282
 DQ8282.The orthometric height was determined by differential leveling and
 DQ8282.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8282.in August 2018.
 DQ8282
 DQ8282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8282.GEOID18 height accuracy estimate available here.
 DQ8282
 DQ8282.Click photographs - Photos may exist for this station.
 DQ8282
 DQ8282.The dynamic height is computed by dividing the NAVD 88
 DQ8282.geopotential number by the normal gravity value computed on the
 DQ8282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8282.degrees latitude (g = 980.6199 gals.).
 DQ8282
 DQ8282.The modeled gravity was interpolated from observed gravity values.
 DQ8282
 DQ8282;                    North         East    Units  Estimated Accuracy
 DQ8282;SPC NJ       -    58,950.6     152,642.6     MT  (+/- 3 meters HH1 GPS) 
 DQ8282
 DQ8282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4571457348(NAD 83)
 DQ8282
 DQ8282                          SUPERSEDED SURVEY CONTROL
 DQ8282
 DQ8282.No superseded survey control is available for this station.
 DQ8282
 DQ8282_MARKER: DD = SURVEY DISK
 DQ8282_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8282_SP_SET: RETAINING WALL
 DQ8282_STAMPING: 1 Z 5 2017
 DQ8282_MARK LOGO: NJGS
 DQ8282_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8282+STABILITY: SURFACE MOTION
 DQ8282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8282+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2017
 DQ8282
 DQ8282  HISTORY     - Date     Condition        Report By
 DQ8282  HISTORY     - 20170505 MONUMENTED       NJGS
 DQ8282
 DQ8282                          STATION DESCRIPTION
 DQ8282
 DQ8282'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8282'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF BRIGANTINE,
 DQ8282'4.0 MI (6.4 KM) EAST-SOUTHEAST OF PLEASANTVILLE AND, IN ATLANTIC CITY.
 DQ8282'IN ATLANTIC CITY, THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE
 DQ8282'NORTHEAST RETAINING WALL AT THE NORTH CORNER OF A PUMP STATION ON THE
 DQ8282'SOUTHEAST SIDE OF THE EASTBOUND LANES OF ALBANY BOULEVARD (U.S.
 DQ8282'HIGHWAY 322/40), AT MILEPOST 63.
 DQ8282'
 DQ8282'THE STATION IS 27 FT (8.2 M) SOUTHEAST OF THE CENTERLINE OF THE
 DQ8282'DRIVEWAY, 32 FT (9.8 M) SOUTHWEST OF POLE NUMBER A38894, 30 FT (9.1 M)
 DQ8282'SOUTHWEST OF A SIGN (MILEPOST 63 EASTBOUND 40), 2.5 FT (0.8 M)
 DQ8282'NORTHWEST OF THE NORTH CORNER OF THE BUILDING.
 DQ8282'
 DQ8282'NOTE-THE STATION IS ABOUT 3 FT (0.9 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7226 ***********************************************************************
 DR7226  DESIGNATION -  1 Z 6
 DR7226  PID         -  DR7226
 DR7226  STATE/COUNTY-  NJ/ATLANTIC
 DR7226  COUNTRY     -  US
 DR7226  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7226
 DR7226                         *CURRENT SURVEY CONTROL
 DR7226  ______________________________________________________________________
 DR7226* NAD 83(1986) POSITION- 39 24 41.97   (N) 074 21 26.74   (W)   HD_HELD1
 DR7226* NAVD 88 ORTHO HEIGHT -     3.207 (meters)       10.52  (feet) ADJUSTED
 DR7226  ______________________________________________________________________
 DR7226  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 DR7226  DYNAMIC HEIGHT  -          3.205 (meters)       10.52  (feet) COMP
 DR7226  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 DR7226
 DR7226  VERT ORDER      -  FIRST     CLASS II
 DR7226
 DR7226.The horizontal coordinates were determined by differentially corrected
 DR7226.hand held GPS observations or other comparable positioning techniques
 DR7226.and have an estimated accuracy of +/- 3 meters.
 DR7226
 DR7226.The orthometric height was determined by differential leveling and
 DR7226.adjusted by the NATIONAL GEODETIC SURVEY
 DR7226.in March 2022.
 DR7226
 DR7226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7226.GEOID18 height accuracy estimate available here.
 DR7226
 DR7226.Click photographs - Photos may exist for this station.
 DR7226
 DR7226.The dynamic height is computed by dividing the NAVD 88
 DR7226.geopotential number by the normal gravity value computed on the
 DR7226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7226.degrees latitude (g = 980.6199 gals.).
 DR7226
 DR7226.The modeled gravity was interpolated from observed gravity values.
 DR7226
 DR7226;                    North         East    Units  Estimated Accuracy
 DR7226;SPC NJ       -    64,207.7     162,277.4     MT  (+/- 3 meters HH1 GPS) 
 DR7226
 DR7226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5531762657(NAD 83)
 DR7226
 DR7226                          SUPERSEDED SURVEY CONTROL
 DR7226
 DR7226.No superseded survey control is available for this station.
 DR7226
 DR7226_MARKER: DD = SURVEY DISK
 DR7226_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7226_SP_SET: SIDEWALK
 DR7226_STAMPING: 1 Z 6 2021
 DR7226_MARK LOGO: USACE
 DR7226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7226+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 DR7226
 DR7226  HISTORY     - Date     Condition        Report By
 DR7226  HISTORY     - 20210607 MONUMENTED       USACE
 DR7226  HISTORY     - 20210607 GOOD             NJGS
 DR7226
 DR7226                          STATION DESCRIPTION
 DR7226
 DR7226'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 DR7226'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF OCEANVILLE,
 DR7226'4.8 MI (7.7 KM) NORTHEAST OF ATLANTIC CITY AND IN THE TOWN OF
 DR7226'BRIGANTINE, NJ.
 DR7226'
 DR7226'IN THE TOWN OF BRIGANTINE SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK
 DR7226'OF THE SEAWALL AT THE SOUTH END OF THE WALK OPPOSITE NINTH STREET.
 DR7226'
 DR7226'THE STATION IS 29.3 FT (8.9 M) EAST-NORTHEAST OF THE NORTH CORNER OF A
 DR7226'BUILDING, 20.7 FT (6.3 M) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF A
 DR7226'RAIL AND 27.5 FT (8.4 M) SOUTH OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7232 ***********************************************************************
 DR7232  DESIGNATION -  1 Z 7
 DR7232  PID         -  DR7232
 DR7232  STATE/COUNTY-  NJ/ATLANTIC
 DR7232  COUNTRY     -  US
 DR7232  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7232
 DR7232                         *CURRENT SURVEY CONTROL
 DR7232  ______________________________________________________________________
 DR7232* NAD 83(1986) POSITION- 39 24 43.53   (N) 074 21 48.13   (W)   HD_HELD1
 DR7232* NAVD 88 ORTHO HEIGHT -     0.900 (meters)        2.95  (feet) ADJUSTED
 DR7232  ______________________________________________________________________
 DR7232  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 DR7232  DYNAMIC HEIGHT  -          0.900 (meters)        2.95  (feet) COMP
 DR7232  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 DR7232
 DR7232  VERT ORDER      -  FIRST     CLASS II
 DR7232
 DR7232.The horizontal coordinates were determined by differentially corrected
 DR7232.hand held GPS observations or other comparable positioning techniques
 DR7232.and have an estimated accuracy of +/- 3 meters.
 DR7232
 DR7232.The orthometric height was determined by differential leveling and
 DR7232.adjusted by the NATIONAL GEODETIC SURVEY
 DR7232.in March 2022.
 DR7232
 DR7232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7232.GEOID18 height accuracy estimate available here.
 DR7232
 DR7232.Click photographs - Photos may exist for this station.
 DR7232
 DR7232.The dynamic height is computed by dividing the NAVD 88
 DR7232.geopotential number by the normal gravity value computed on the
 DR7232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7232.degrees latitude (g = 980.6199 gals.).
 DR7232
 DR7232.The modeled gravity was interpolated from observed gravity values.
 DR7232
 DR7232;                    North         East    Units  Estimated Accuracy
 DR7232;SPC NJ       -    64,255.0     161,765.7     MT  (+/- 3 meters HH1 GPS) 
 DR7232
 DR7232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5480562701(NAD 83)
 DR7232
 DR7232                          SUPERSEDED SURVEY CONTROL
 DR7232
 DR7232.No superseded survey control is available for this station.
 DR7232
 DR7232_MARKER: DD = SURVEY DISK
 DR7232_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7232_SP_SET: CURB
 DR7232_STAMPING: 1 Z 7 2021
 DR7232_MARK LOGO: NJGS
 DR7232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7232+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2021
 DR7232
 DR7232  HISTORY     - Date     Condition        Report By
 DR7232  HISTORY     - 20210610 MONUMENTED       NJGS
 DR7232
 DR7232                          STATION DESCRIPTION
 DR7232
 DR7232'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 DR7232'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF OCEANVILLE,
 DR7232'4.6 MI (7.4 KM) NORTHEAST OF ATLANTIC CITY AND IN THE TOWN OF
 DR7232'BRIGANTINE, NEW JERSEY.
 DR7232'
 DR7232'IN THE TOWN OF BRIGANTINE SET IN A DRILL HOLE IN THE CURB ON THE
 DR7232'NORTHWEST CORNER OF THE T-JUNCTION OF E EAVAN STREET AND HAMILTON
 DR7232'PLACE IN FRONT OF THE BRIGANTINE COMMUNITY SCHOOL.
 DR7232'
 DR7232'THE STATION IS ABOUT 25 FT (7.6 M) NORTH OF THE CENTERLINE EXTENDED OF
 DR7232'HAMILTON PLACE, 16 FT (4.9 M) NORTHWEST OF THE CENTERLINE OF E EVANS
 DR7232'BOULEVARD, 14.2 FT (4.3 M) SOUTHWEST OF THE CHAIN LINK FENCE
 DR7232'SURROUNDING THE PLAYGROUND, 18 FT (5.5 M) NORTHEAST OF THE SOUTHEAST
 DR7232'CORNER OF THE FENCE AND 35 FT (10.7 M) NORTHEAST OF THE CENTERLINE OF
 DR7232'THE ENTRANCE DRIVEWAY LOOP TO THE ENTRANCE TO THE SCHOOL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1116 ***********************************************************************
 KV1116  DESIGNATION -  10
 KV1116  PID         -  KV1116
 KV1116  STATE/COUNTY-  NJ/HUNTERDON
 KV1116  COUNTRY     -  US
 KV1116  USGS QUAD   -  STOCKTON (2019)
 KV1116
 KV1116                         *CURRENT SURVEY CONTROL
 KV1116  ______________________________________________________________________
 KV1116* NAD 83(1986) POSITION- 40 24 05.     (N) 074 58 09.     (W)   SCALED
 KV1116* NAVD 88 ORTHO HEIGHT -    23.719 (meters)       77.82  (feet) ADJUSTED
 KV1116  ______________________________________________________________________
 KV1116  GEOID HEIGHT    -        -33.989 (meters)                     GEOID18
 KV1116  DYNAMIC HEIGHT  -         23.708 (meters)       77.78  (feet) COMP
 KV1116  MODELED GRAVITY -    980,148.8   (mgal)                       NAVD 88
 KV1116
 KV1116  VERT ORDER      -  FIRST     CLASS I
 KV1116
 KV1116.The horizontal coordinates were scaled from a map and have
 KV1116.an estimated accuracy of +/- 6 seconds.
 KV1116
 KV1116.The orthometric height was determined by differential leveling and
 KV1116.adjusted by the NATIONAL GEODETIC SURVEY
 KV1116.in June 1991.
 KV1116
 KV1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1116.GEOID18 height accuracy estimate available here.
 KV1116
 KV1116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK026723(NAD 83)
 KV1116
 KV1116                          SUPERSEDED SURVEY CONTROL
 KV1116
 KV1116  NGVD 29 (01/10/92)   23.991  (m)           78.71   (f) ADJUSTED    1 1
 KV1116  NGVD 29 (??/??/87)   23.974  (m)           78.65   (f) SUPERSEDED  1 1
 KV1116
 KV1116.Superseded values are not recommended for survey control.
 KV1116
 KV1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1116.See file dsdata.pdf to determine how the superseded data were derived.
 KV1116
 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 = JULY 24, 2026 22:12:30 EDT
 KV6059 ***********************************************************************
 KV6059  DESIGNATION -  10 A 1
 KV6059  PID         -  KV6059
 KV6059  STATE/COUNTY-  NJ/HUNTERDON
 KV6059  COUNTRY     -  US
 KV6059  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6059
 KV6059                         *CURRENT SURVEY CONTROL
 KV6059  ______________________________________________________________________
 KV6059* NAD 83(1986) POSITION- 40 21 25.3    (N) 074 56 37.1    (W)   HD_HELD2
 KV6059* NAVD 88 ORTHO HEIGHT -    19.617 (meters)       64.36  (feet) ADJUSTED
 KV6059  ______________________________________________________________________
 KV6059  GEOID HEIGHT    -        -33.894 (meters)                     GEOID18
 KV6059  DYNAMIC HEIGHT  -         19.607 (meters)       64.33  (feet) COMP
 KV6059  MODELED GRAVITY -    980,145.0   (mgal)                       NAVD 88
 KV6059
 KV6059  VERT ORDER      -  FIRST     CLASS I
 KV6059
 KV6059.The horizontal coordinates were established by autonomous hand held GPS
 KV6059.observations and have an estimated accuracy of +/- 10 meters.
 KV6059
 KV6059.The orthometric height was determined by differential leveling and
 KV6059.adjusted by the NATIONAL GEODETIC SURVEY
 KV6059.in June 1991.
 KV6059
 KV6059.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6059.GEOID18 height accuracy estimate available here.
 KV6059
 KV6059.Click photographs - Photos may exist for this station.
 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       -   169,249.      112,318.      MT  (+/- 10 meters HH2 GPS)
 KV6059
 KV6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0478567386(NAD 83)
 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
 KV6059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6059.See file dsdata.pdf to determine how the superseded data were derived.
 KV6059
 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 NOT SUITABLE FOR
 KV6059+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2006
 KV6059
 KV6059  HISTORY     - Date     Condition        Report By
 KV6059  HISTORY     - 1988     MONUMENTED       NJGS
 KV6059  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV6059  HISTORY     - 20061014 GOOD             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.
 KV6059
 KV6059                          STATION RECOVERY (2006)
 KV6059
 KV6059'RECOVERY NOTE BY US POWER SQUADRON 2006
 KV6059'STATION RECOVERY 2006 BY USPSQD,SOMERSET, NJ
 KV6059'UPDATE RECOVERY NOTE. 0.5 MILES SOUTH OF LAMBERT STATION (RESTAURENT).
 KV6059'SOME RR TRACKS VISIBLE. 0.1 MILE FURTHER SOUTH OF CANAL LOCK WITH 4
 KV6059'CONTROLS DIRECTLY ACROSS CANAL FROM 3 STORY BRICK BUILDING ON CANAL
 KV6059'EAST SIDE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7805 ***********************************************************************
 DM7805  DESIGNATION -  10 A 2
 DM7805  PID         -  DM7805
 DM7805  STATE/COUNTY-  NJ/HUNTERDON
 DM7805  COUNTRY     -  US
 DM7805  USGS QUAD   -  PITTSTOWN (2019)
 DM7805
 DM7805                         *CURRENT SURVEY CONTROL
 DM7805  ______________________________________________________________________
 DM7805* NAD 83(1986) POSITION- 40 30 24.     (N) 074 54 47.     (W)   SCALED
 DM7805* NAVD 88 ORTHO HEIGHT -   154.601 (meters)      507.22  (feet) ADJUSTED
 DM7805  ______________________________________________________________________
 DM7805  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 DM7805  DYNAMIC HEIGHT  -        154.526 (meters)      506.97  (feet) COMP
 DM7805  MODELED GRAVITY -    980,137.6   (mgal)                       NAVD 88
 DM7805
 DM7805  VERT ORDER      -  SECOND    CLASS II
 DM7805
 DM7805.The horizontal coordinates were scaled from a map and have
 DM7805.an estimated accuracy of +/- 6 seconds.
 DM7805
 DM7805.The orthometric height was determined by differential leveling and
 DM7805.adjusted by the NATIONAL GEODETIC SURVEY
 DM7805.in April 2013.
 DM7805
 DM7805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7805.GEOID18 height accuracy estimate available here.
 DM7805
 DM7805.Click photographs - Photos may exist for this station.
 DM7805
 DM7805.The dynamic height is computed by dividing the NAVD 88
 DM7805.geopotential number by the normal gravity value computed on the
 DM7805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7805.degrees latitude (g = 980.6199 gals.).
 DM7805
 DM7805.The modeled gravity was interpolated from observed gravity values.
 DM7805
 DM7805;                    North         East    Units  Estimated Accuracy
 DM7805;SPC NJ       -   185,850.      114,990.      MT  (+/- 180 meters Scaled)
 DM7805
 DM7805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK073839(NAD 83)
 DM7805
 DM7805                          SUPERSEDED SURVEY CONTROL
 DM7805
 DM7805.No superseded survey control is available for this station.
 DM7805
 DM7805_MARKER: DD = SURVEY DISK
 DM7805_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7805_SP_SET: CULVERT HEADWALL
 DM7805_STAMPING: 10 A 2 2010
 DM7805_MARK LOGO: NJGS
 DM7805_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7805+STABILITY: SURFACE MOTION
 DM7805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7805+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DM7805
 DM7805  HISTORY     - Date     Condition        Report By
 DM7805  HISTORY     - 20100413 MONUMENTED       NJGS
 DM7805  HISTORY     - 20250924 GOOD             AAAS
 DM7805
 DM7805                          STATION DESCRIPTION
 DM7805
 DM7805'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7805'THE STATION IS LOCATED IN RARITAN TOWNSHIP ON THE SOUTH SIDE OF STATE
 DM7805'HIGHWAY 12.
 DM7805'
 DM7805'TO REACH THE STATION FROM THE INTERSECTION OF CROTON ROAD, COUNTY ROAD
 DM7805'579 AND STATE HIGHWAY 12, GO EAST ON STATE HIGHWAY 12 FOR 0.9 MI (1.4
 DM7805'KM) TO THE BRIDGE CARRYING STATE HIGHWAY 12 OVER PLUM BROOK, STRUCTURE
 DM7805'NO. 1001 156, MI (251.0 KM) POST 8.42 AND THE STATION ON THE RIGHT,
 DM7805'SET FLUSH IN THE CENTER OF THE SOUTH CULVERT HEADWALL.
 DM7805'
 DM7805'THE STATION IS 28.3 FT (8.6 M) SOUTHWEST FROM THE CENTER LINE OF STATE
 DM7805'HIGHWAY 12, 52.8 FT (16.1 M) SOUTH FROM WOOD UTILITY POLE NUMBER NJ
 DM7805'209 RTH, 185.2 FT (56.4 M) EAST-SOUTHEAST FROM THE CENTER LINE
 DM7805'EXTENDED OF A PAVED DRIVEWAY LEADING TO HOUSE NUMBER 435 AND 33.8 FT
 DM7805'(10.3 M) WEST-NORTHWEST FROM THE NORTH LEG OF A RECTANGULAR SIGN
 DM7805'ENTERING NESHANIC RIVER WATERSHED ON THE SOUTH SIDE OF STATE HIGHWAY
 DM7805'12.
 DM7805
 DM7805                          STATION RECOVERY (2025)
 DM7805
 DM7805'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DM7805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6062  USGS QUAD   -  STOCKTON (2019)
 KV6062
 KV6062                         *CURRENT SURVEY CONTROL
 KV6062  ______________________________________________________________________
 KV6062* NAD 83(2011) POSITION- 40 22 57.97508(N) 074 57 08.89725(W)   ADJUSTED
 KV6062* NAD 83(2011) ELLIP HT-    -7.110 (meters)        (06/27/12)   ADJUSTED
 KV6062* NAD 83(2011) EPOCH   -  2010.00
 KV6062* NAVD 88 ORTHO HEIGHT -    26.817 (meters)       87.98  (feet) ADJUSTED
 KV6062  ______________________________________________________________________
 KV6062  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 KV6062  NAD 83(2011) X  -  1,263,123.434 (meters)                     COMP
 KV6062  NAD 83(2011) Y  - -4,698,447.360 (meters)                     COMP
 KV6062  NAD 83(2011) Z  -  4,110,448.063 (meters)                     COMP
 KV6062  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 KV6062  DYNAMIC HEIGHT  -         26.804 (meters)       87.94  (feet) COMP
 KV6062  MODELED GRAVITY -    980,147.8   (mgal)                       NAVD 88
 KV6062
 KV6062  VERT ORDER      -  FIRST     CLASS I
 KV6062
 KV6062  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6062  Standards:
 KV6062         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6062            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6062  -------------------------------------------------------------------
 KV6062  NETWORK    0.37   0.94           0.17   0.13   0.48     -0.04499110
 KV6062  -------------------------------------------------------------------
 KV6062  Click here for local accuracies and other accuracy information.
 KV6062
 KV6062.The horizontal coordinates were established by GPS observations
 KV6062.and adjusted by the National Geodetic Survey in June 2012.
 KV6062
 KV6062.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6062.been affixed to the stable North American tectonic plate. See 
 KV6062.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6062
 KV6062.The horizontal coordinates are valid at the epoch date displayed above
 KV6062.which is a decimal equivalence of Year/Month/Day.
 KV6062
 KV6062.The orthometric height was determined by differential leveling and
 KV6062.adjusted by the NATIONAL GEODETIC SURVEY
 KV6062.in June 1991.
 KV6062
 KV6062.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6062.GEOID18 height accuracy estimate available here.
 KV6062
 KV6062.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 KV6062
 KV6062.The ellipsoidal height was determined by GPS observations
 KV6062.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6062
 KV6062;                    North         East     Units Scale Factor Converg.
 KV6062;SPC NJ       -   172,110.671   111,582.100   MT  0.99991816   -0 17 35.4
 KV6062;SPC NJ       -   564,666.43    366,082.27   sFT  0.99991816   -0 17 35.4
 KV6062;SPC PA S     -   120,286.267   837,503.346   MT  0.99996020   +1 48 54.1
 KV6062;SPC PA S     -   394,639.19  2,747,708.89   sFT  0.99996020   +1 48 54.1
 KV6062;UTM  18      - 4,470,243.532   504,034.278   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0403470243(NAD 83)
 KV6062
 KV6062                          SUPERSEDED SURVEY CONTROL
 KV6062
 KV6062  NAD 83(2007)-  40 22 57.97528(N)    074 57 08.89793(W) AD(2002.00) 0
 KV6062  ELLIP H (02/10/07)   -7.111  (m)                       GP(2002.00)    
 KV6062  ELLIP H (09/24/01)   -7.108  (m)                       GP(       ) 4 1
 KV6062  NAD 83(1996)-  40 22 57.97543(N)    074 57 08.89789(W) AD(       ) A
 KV6062  ELLIP H (07/24/97)   -7.114  (m)                       GP(       ) 2 1
 KV6062  ELLIP H (11/22/95)   -7.008  (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)   -7.163  (m)                       GP(       ) 3 1
 KV6062  NAVD 88              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
 KV6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6062.See file dsdata.pdf to determine how the superseded data were derived.
 KV6062
 KV6062_MARKER: DD = SURVEY DISK
 KV6062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6062_STAMPING: 10 B 1 1988
 KV6062_MARK LOGO: NJGS
 KV6062_PROJECTION: RECESSED 2 CENTIMETERS
 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 - September 11, 2019
 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  HISTORY     - 20120328 GOOD             INDIV
 KV6062  HISTORY     - 20140614 GOOD             WOOLPT
 KV6062  HISTORY     - 20190624 GOOD             DEWDAV
 KV6062  HISTORY     - 20190911 GOOD             NJGS
 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.
 KV6062
 KV6062                          STATION RECOVERY (2012)
 KV6062
 KV6062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JSS)
 KV6062'MARK RECOVERED IN GOOD CONDITION, GOOD POSITION FOR SATELLITE
 KV6062'RECEPTION
 KV6062
 KV6062                          STATION RECOVERY (2014)
 KV6062
 KV6062'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DMH)
 KV6062'RECOVERED AS DESCRIBED.
 KV6062
 KV6062                          STATION RECOVERY (2019)
 KV6062
 KV6062'RECOVERY NOTE BY DEWBERRY DAVIS 2019 (PAC)
 KV6062'RECOVERED IN GOOD CONDITION.
 KV6062
 KV6062                          STATION RECOVERY (2019)
 KV6062
 KV6062'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7811 ***********************************************************************
 DM7811  DESIGNATION -  10 B 2
 DM7811  PID         -  DM7811
 DM7811  STATE/COUNTY-  NJ/HUNTERDON
 DM7811  COUNTRY     -  US
 DM7811  USGS QUAD   -  PITTSTOWN (2019)
 DM7811
 DM7811                         *CURRENT SURVEY CONTROL
 DM7811  ______________________________________________________________________
 DM7811* NAD 83(1986) POSITION- 40 30 19.61   (N) 074 53 07.42   (W)   HD_HELD1
 DM7811* NAVD 88 ORTHO HEIGHT -   100.116 (meters)      328.46  (feet) ADJUSTED
 DM7811  ______________________________________________________________________
 DM7811  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 DM7811  DYNAMIC HEIGHT  -        100.068 (meters)      328.31  (feet) COMP
 DM7811  MODELED GRAVITY -    980,147.3   (mgal)                       NAVD 88
 DM7811
 DM7811  VERT ORDER      -  SECOND    CLASS II
 DM7811
 DM7811.The horizontal coordinates were determined by differentially corrected
 DM7811.hand held GPS observations or other comparable positioning techniques
 DM7811.and have an estimated accuracy of +/- 3 meters.
 DM7811
 DM7811.The orthometric height was determined by differential leveling and
 DM7811.adjusted by the NATIONAL GEODETIC SURVEY
 DM7811.in April 2013.
 DM7811
 DM7811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7811.GEOID18 height accuracy estimate available here.
 DM7811
 DM7811.Click photographs - Photos may exist for this station.
 DM7811
 DM7811.The dynamic height is computed by dividing the NAVD 88
 DM7811.geopotential number by the normal gravity value computed on the
 DM7811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7811.degrees latitude (g = 980.6199 gals.).
 DM7811
 DM7811.The modeled gravity was interpolated from observed gravity values.
 DM7811
 DM7811;                    North         East    Units  Estimated Accuracy
 DM7811;SPC NJ       -   185,704.8     117,336.8     MT  (+/- 3 meters HH1 GPS) 
 DM7811
 DM7811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0971083865(NAD 83)
 DM7811
 DM7811                          SUPERSEDED SURVEY CONTROL
 DM7811
 DM7811.No superseded survey control is available for this station.
 DM7811
 DM7811_MARKER: DD = SURVEY DISK
 DM7811_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7811_SP_SET: CULVERT HEADWALL
 DM7811_STAMPING: 10 B 2 2010
 DM7811_MARK LOGO: NJGS
 DM7811_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7811+STABILITY: SURFACE MOTION
 DM7811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7811+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 DM7811
 DM7811  HISTORY     - Date     Condition        Report By
 DM7811  HISTORY     - 20100413 MONUMENTED       NJGS
 DM7811  HISTORY     - 20190918 GOOD             NJGS
 DM7811
 DM7811                          STATION DESCRIPTION
 DM7811
 DM7811'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7811'THE STATION IS LOCATED IN RARITAN TOWNSHIP ON THE NORTH SIDE OF STATE
 DM7811'HIGHWAY 12.
 DM7811'
 DM7811'TO REACH THE STATION FROM THE INTERSECTION OF CROTON ROAD, COUNTY ROAD
 DM7811'579 AND STATE HIGHWAY 12, GO EAST ON STATE HIGHWAY 12 FOR 2.6 MI (4.2
 DM7811'KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE AT THE NORTH
 DM7811'END OF A CONCRETE CULVERT HEAD WALL, JUST WEST OF A PAVED DRIVEWAY
 DM7811'LEADING TO HOUSE NUMBER 247.
 DM7811'
 DM7811'THE STATION IS 36.7 FT (11.2 M) NORTH-NORTHWEST FROM THE CENTER LINE
 DM7811'OF STATE HIGHWAY 12, 36.2 FT (11.0 M) WEST-SOUTHWEST FROM THE CENTER
 DM7811'LINE OF A PAVED DRIVEWAY LEADING TO HOUSE NUMBER 247, 24.4 FT (7.4 M)
 DM7811'SOUTHWEST FROM THE NORTH END OF A STEEL BEAN GUIDE RAIL, 75.9 FT (23.1
 DM7811'M) WEST FROM WOOD UTILITY POLE NUMBER NJ 253 RTH AND 110.3 FT (33.6 M)
 DM7811'EAST FROM THE WEST END OF A STEEL BEAM GUIDE RAIL.
 DM7811
 DM7811                          STATION RECOVERY (2019)
 DM7811
 DM7811'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DM7811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM8522 ***********************************************************************
 DM8522  DESIGNATION -  10 B 21
 DM8522  PID         -  DM8522
 DM8522  STATE/COUNTY-  NJ/HUNTERDON
 DM8522  COUNTRY     -  US
 DM8522  USGS QUAD   -  BLOOMSBURY (2019)
 DM8522
 DM8522                         *CURRENT SURVEY CONTROL
 DM8522  ______________________________________________________________________
 DM8522* NAD 83(1986) POSITION- 40 39 19.     (N) 075 05 20.     (W)   SCALED
 DM8522* NAVD 88 ORTHO HEIGHT -    83.646 (meters)      274.43  (feet) ADJUSTED
 DM8522  ______________________________________________________________________
 DM8522  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 DM8522  DYNAMIC HEIGHT  -         83.607 (meters)      274.30  (feet) COMP
 DM8522  MODELED GRAVITY -    980,156.3   (mgal)                       NAVD 88
 DM8522
 DM8522  VERT ORDER      -  SECOND    CLASS I
 DM8522
 DM8522.The horizontal coordinates were scaled from a map and have
 DM8522.an estimated accuracy of +/- 6 seconds.
 DM8522
 DM8522.The orthometric height was determined by differential leveling and
 DM8522.adjusted by the NATIONAL GEODETIC SURVEY
 DM8522.in April 2013.
 DM8522
 DM8522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8522.GEOID18 height accuracy estimate available here.
 DM8522
 DM8522.Click photographs - Photos may exist for this station.
 DM8522
 DM8522.The dynamic height is computed by dividing the NAVD 88
 DM8522.geopotential number by the normal gravity value computed on the
 DM8522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8522.degrees latitude (g = 980.6199 gals.).
 DM8522
 DM8522.The modeled gravity was interpolated from observed gravity values.
 DM8522
 DM8522;                    North         East    Units  Estimated Accuracy
 DM8522;SPC NJ       -   202,440.      100,200.      MT  (+/- 180 meters Scaled)
 DM8522
 DM8522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL924004(NAD 83)
 DM8522
 DM8522                          SUPERSEDED SURVEY CONTROL
 DM8522
 DM8522.No superseded survey control is available for this station.
 DM8522
 DM8522_MARKER: DD = SURVEY DISK
 DM8522_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8522_SP_SET: BRIDGE ABUTMENT
 DM8522_STAMPING: 10 B 21 2010
 DM8522_MARK LOGO: NJGS
 DM8522_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8522+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 DM8522
 DM8522  HISTORY     - Date     Condition        Report By
 DM8522  HISTORY     - 20100603 MONUMENTED       NJGS
 DM8522
 DM8522                          STATION DESCRIPTION
 DM8522
 DM8522'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM8522'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF PITTSTOWN,
 DM8522'7.0 MI (11.3 KM) NORTHEAST OF RIEGELSVILLE AND IN THE TOWN OF
 DM8522'BLOOMSBURY, NJ.
 DM8522'
 DM8522'THE STATION IS LOCATED IN BLOOMSBURY, SET IN A DRILL HOLE IN THE SOUTH
 DM8522'CORNER OF THE EAST ABUTMENT AT THE SIDEWALK LEVEL OF THE CHURCH STREET
 DM8522'(COUNTY ROAD 579) TRUSS BRIDGE SPANNING THE MUSCONETCONG RIVER, AT THE
 DM8522'COUNTY LINE.
 DM8522'
 DM8522'THE STATION IS ABOUT 260 FT (79.2 M) EAST-SOUTHEAST OF THE T-JUNCTION
 DM8522'OF NJ STATE ROUTE 173 AND CHURCH STREET, 16.0 FT (4.9 M)
 DM8522'WEST-SOUTHWEST OF THE CENTERLINE OF CHURCH STREET, 54.6 FT (16.6 M)
 DM8522'EAST-SOUTHEAST OF THE CENTER OF THE BRIDGE SPAN, 2.7 FT (0.8 M)
 DM8522'EAST-SOUTHEAST OF THE EASTERLY STEEL TRUSS AT THE SIDEWALK LEVEL, 9.6
 DM8522'FT (2.9 M) NORTHEAST OF A POLE WITH NO NUMBER, ABOUT 256 FT (78.0 M)
 DM8522'WEST-NORTHWEST OF THE CENTERLINE EXTENDED OF BRUNSWICK AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6063 ***********************************************************************
 KV6063  DESIGNATION -  10 C 1
 KV6063  PID         -  KV6063
 KV6063  STATE/COUNTY-  NJ/HUNTERDON
 KV6063  COUNTRY     -  US
 KV6063  USGS QUAD   -  STOCKTON (2019)
 KV6063
 KV6063                         *CURRENT SURVEY CONTROL
 KV6063  ______________________________________________________________________
 KV6063* NAD 83(2011) POSITION- 40 24 17.94444(N) 074 58 37.38486(W)   ADJUSTED
 KV6063* NAD 83(2011) ELLIP HT-   -10.181 (meters)        (06/27/12)   ADJUSTED
 KV6063* NAD 83(2011) EPOCH   -  2010.00
 KV6063* NAVD 88 ORTHO HEIGHT -    23.825 (meters)       78.17  (feet) ADJUSTED
 KV6063  ______________________________________________________________________
 KV6063  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 KV6063  NAD 83(2011) X  -  1,260,692.740 (meters)                     COMP
 KV6063  NAD 83(2011) Y  - -4,697,442.694 (meters)                     COMP
 KV6063  NAD 83(2011) Z  -  4,112,324.697 (meters)                     COMP
 KV6063  LAPLACE CORR    -          3.11  (seconds)                    DEFLEC18
 KV6063  DYNAMIC HEIGHT  -         23.813 (meters)       78.13  (feet) COMP
 KV6063  MODELED GRAVITY -    980,148.7   (mgal)                       NAVD 88
 KV6063
 KV6063  VERT ORDER      -  FIRST     CLASS I
 KV6063
 KV6063  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6063  Standards:
 KV6063         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6063            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6063  -------------------------------------------------------------------
 KV6063  NETWORK    0.70   0.96           0.24   0.32   0.49     -0.09856864
 KV6063  -------------------------------------------------------------------
 KV6063  Click here for local accuracies and other accuracy information.
 KV6063
 KV6063.The horizontal coordinates were established by GPS observations
 KV6063.and adjusted by the National Geodetic Survey in June 2012.
 KV6063
 KV6063.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6063.been affixed to the stable North American tectonic plate. See 
 KV6063.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6063
 KV6063.The horizontal coordinates are valid at the epoch date displayed above
 KV6063.which is a decimal equivalence of Year/Month/Day.
 KV6063
 KV6063.The orthometric height was determined by differential leveling and
 KV6063.adjusted by the NATIONAL GEODETIC SURVEY
 KV6063.in June 1991.
 KV6063
 KV6063.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6063.GEOID18 height accuracy estimate available here.
 KV6063
 KV6063.Click photographs - Photos may exist for this station.
 KV6063
 KV6063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6063
 KV6063.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6063
 KV6063.The ellipsoidal height was determined by GPS observations
 KV6063.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6063
 KV6063;                    North         East     Units Scale Factor Converg.
 KV6063;SPC NJ       -   174,588.066   109,508.401   MT  0.99992018   -0 18 33.2
 KV6063;SPC NJ       -   572,794.35    359,278.81   sFT  0.99992018   -0 18 33.2
 KV6063;SPC PA S     -   122,685.798   835,339.826   MT  0.99995982   +1 47 56.7
 KV6063;SPC PA S     -   402,511.66  2,740,610.75   sFT  0.99995982   +1 47 56.7
 KV6063;UTM  18      - 4,472,708.374   501,947.268   MT  0.99960005   +0 00 53.5
 KV6063
 KV6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6063!SPC NJ       -   1.00000160  x   0.99992018  =   0.99992178
 KV6063!SPC PA S     -   1.00000160  x   0.99995982  =   0.99996142
 KV6063!UTM  18      -   1.00000160  x   0.99960005  =   0.99960165
 KV6063
 KV6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0194772708(NAD 83)
 KV6063
 KV6063                          SUPERSEDED SURVEY CONTROL
 KV6063
 KV6063  NAD 83(2007)-  40 24 17.94481(N)    074 58 37.38572(W) AD(2002.00) 0
 KV6063  ELLIP H (02/10/07)  -10.158  (m)                       GP(2002.00)    
 KV6063  ELLIP H (10/23/02)  -10.153  (m)                       GP(       ) 4 1
 KV6063  NAD 83(1996)-  40 24 17.94501(N)    074 58 37.38568(W) AD(       ) 1
 KV6063  ELLIP H (05/14/99)  -10.156  (m)                       GP(       ) 4 1
 KV6063  NAD 83(1986)-  40 24 17.94400(N)    074 58 37.38926(W) AD(       ) 1
 KV6063  NAVD 88              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
 KV6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6063.See file dsdata.pdf to determine how the superseded data were derived.
 KV6063
 KV6063_MARKER: DD = SURVEY DISK
 KV6063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6063_STAMPING: 10 C 1 1988
 KV6063_MARK LOGO: NJGS
 KV6063_PROJECTION: RECESSED 5 CENTIMETERS
 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 - April 30, 2024
 KV6063
 KV6063  HISTORY     - Date     Condition        Report By
 KV6063  HISTORY     - 1988     MONUMENTED       NJGS
 KV6063  HISTORY     - 19930415 GOOD             NJGS
 KV6063  HISTORY     - 20020323 GOOD             INDIV
 KV6063  HISTORY     - 20080126 GOOD             GEOCAC
 KV6063  HISTORY     - 20190919 GOOD             NJGS
 KV6063  HISTORY     - 20200923 GOOD             NJGS
 KV6063  HISTORY     - 20240430 GOOD             USGS
 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
 KV6063
 KV6063                          STATION RECOVERY (2008)
 KV6063
 KV6063'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV6063'RECOVERED IN GOOD CONDITION.
 KV6063
 KV6063                          STATION RECOVERY (2019)
 KV6063
 KV6063'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6063'RECOVERED IN GOOD CONDITION.
 KV6063
 KV6063                          STATION RECOVERY (2020)
 KV6063
 KV6063'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6063'RECOVERED IN GOOD CONDITION.
 KV6063
 KV6063                          STATION RECOVERY (2024)
 KV6063
 KV6063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (BA)
 KV6063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7814 ***********************************************************************
 DM7814  DESIGNATION -  10 C 2
 DM7814  PID         -  DM7814
 DM7814  STATE/COUNTY-  NJ/HUNTERDON
 DM7814  COUNTRY     -  US
 DM7814  USGS QUAD   -  FLEMINGTON (2019)
 DM7814
 DM7814                         *CURRENT SURVEY CONTROL
 DM7814  ______________________________________________________________________
 DM7814* NAD 83(1986) POSITION- 40 30 43.50   (N) 074 51 33.96   (W)   HD_HELD1
 DM7814* NAVD 88 ORTHO HEIGHT -    51.855 (meters)      170.13  (feet) ADJUSTED
 DM7814  ______________________________________________________________________
 DM7814  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 DM7814  DYNAMIC HEIGHT  -         51.831 (meters)      170.05  (feet) COMP
 DM7814  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 DM7814
 DM7814  VERT ORDER      -  SECOND    CLASS II
 DM7814
 DM7814.The horizontal coordinates were determined by differentially corrected
 DM7814.hand held GPS observations or other comparable positioning techniques
 DM7814.and have an estimated accuracy of +/- 3 meters.
 DM7814
 DM7814.The orthometric height was determined by differential leveling and
 DM7814.adjusted by the NATIONAL GEODETIC SURVEY
 DM7814.in April 2013.
 DM7814
 DM7814.No vertical observational check was made to the station.
 DM7814
 DM7814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7814.GEOID18 height accuracy estimate available here.
 DM7814
 DM7814.Click photographs - Photos may exist for this station.
 DM7814
 DM7814.The dynamic height is computed by dividing the NAVD 88
 DM7814.geopotential number by the normal gravity value computed on the
 DM7814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7814.degrees latitude (g = 980.6199 gals.).
 DM7814
 DM7814.The modeled gravity was interpolated from observed gravity values.
 DM7814
 DM7814;                    North         East    Units  Estimated Accuracy
 DM7814;SPC NJ       -   186,432.3     119,540.1     MT  (+/- 3 meters HH1 GPS) 
 DM7814
 DM7814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1190884605(NAD 83)
 DM7814
 DM7814                          SUPERSEDED SURVEY CONTROL
 DM7814
 DM7814.No superseded survey control is available for this station.
 DM7814
 DM7814_MARKER: DD = SURVEY DISK
 DM7814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7814_SP_SET: RETAINING WALL
 DM7814_STAMPING: 10 C 2 2010
 DM7814_MARK LOGO: NJGS
 DM7814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7814+STABILITY: SURFACE MOTION
 DM7814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7814+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 DM7814
 DM7814  HISTORY     - Date     Condition        Report By
 DM7814  HISTORY     - 20100616 MONUMENTED       NJGS
 DM7814
 DM7814                          STATION DESCRIPTION
 DM7814
 DM7814'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7814'THE STATION IS LOCATED IN THE BOROUGH OF FLEMINGTON, SET IN A DRILL
 DM7814'HOLE IN THE NORTHEAST CORNER OF THE RETAINING WALL FOR THE STAIRS
 DM7814'LEADING TO THE BASEMENT OF THE US POST OFFICE BUILDING ON THE
 DM7814'SOUTHWEST CORNER OF THE JUNCTION OF MAIN STREET AND CAPNER STREET.
 DM7814'
 DM7814'THE STATION IS 105 FT (32.0 M) WEST OF THE CENTERLINE OF MAIN STREET,
 DM7814'34 FT (10.4 M) SOUTH OF THE CENTERLINE OF CAPNER STREET, 72 FT (21.9
 DM7814'M) EAST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE POST OFFICE
 DM7814'BUILDING FROM CAPNER STREET, 25.8 FT (7.9 M) EAST-NORTHEAST OF THE
 DM7814'NORTHWEST CORNER OF THE POST OFFICE BUILDING, 105 FT (32.0 M) EAST OF
 DM7814'POLE NUMBER NJ110FN.
 DM7814'
 DM7814'THE STATION IS ABOUT 1 FT (0.3 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6065 ***********************************************************************
 KV6065  DESIGNATION -  10 D 1
 KV6065  PID         -  KV6065
 KV6065  STATE/COUNTY-  NJ/HUNTERDON
 KV6065  COUNTRY     -  US
 KV6065  USGS QUAD   -  LUMBERVILLE (2019)
 KV6065
 KV6065                         *CURRENT SURVEY CONTROL
 KV6065  ______________________________________________________________________
 KV6065* NAD 83(1986) POSITION- 40 24 37.32   (N) 075 00 28.64   (W)   HD_HELD1
 KV6065* NAVD 88 ORTHO HEIGHT -    28.255 (meters)       92.70  (feet) ADJUSTED
 KV6065  ______________________________________________________________________
 KV6065  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 KV6065  DYNAMIC HEIGHT  -         28.241 (meters)       92.65  (feet) COMP
 KV6065  MODELED GRAVITY -    980,138.2   (mgal)                       NAVD 88
 KV6065
 KV6065  VERT ORDER      -  FIRST     CLASS I
 KV6065
 KV6065.The horizontal coordinates were determined by differentially corrected
 KV6065.hand held GPS observations or other comparable positioning techniques
 KV6065.and have an estimated accuracy of +/- 3 meters.
 KV6065
 KV6065.The orthometric height was determined by differential leveling and
 KV6065.adjusted by the NATIONAL GEODETIC SURVEY
 KV6065.in June 1991.
 KV6065
 KV6065.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6065.GEOID18 height accuracy estimate available here.
 KV6065
 KV6065.Click photographs - Photos may exist for this station.
 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       -   175,200.3     106,888.7     MT  (+/- 3 meters HH1 GPS) 
 KV6065
 KV6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9932473305(NAD 83)
 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
 KV6065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6065.See file dsdata.pdf to determine how the superseded data were derived.
 KV6065
 KV6065_MARKER: DD = SURVEY DISK
 KV6065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6065_STAMPING: 10 D 1 1988
 KV6065_MARK LOGO: NJGS
 KV6065_PROJECTION: RECESSED 3 CENTIMETERS
 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  HISTORY     - 20061014 GOOD             USPSQD
 KV6065  HISTORY     - 20180227 GOOD             NJGS
 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.
 KV6065
 KV6065                          STATION RECOVERY (2006)
 KV6065
 KV6065'RECOVERY NOTE BY US POWER SQUADRON 2006
 KV6065'STATION RECOVERY 2006 BY USPSQD, SOMERSET,NJ
 KV6065'GOOD CONDITION. GPS POSITION N40 24 37.3  W075 00 28
 KV6065
 KV6065                          STATION RECOVERY (2018)
 KV6065
 KV6065'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 KV6065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7815 ***********************************************************************
 DM7815  DESIGNATION -  10 D 2
 DM7815  PID         -  DM7815
 DM7815  STATE/COUNTY-  NJ/HUNTERDON
 DM7815  COUNTRY     -  US
 DM7815  USGS QUAD   -  PITTSTOWN (2019)
 DM7815
 DM7815                         *CURRENT SURVEY CONTROL
 DM7815  ______________________________________________________________________
 DM7815* NAD 83(1986) POSITION- 40 30 08.12   (N) 074 54 06.57   (W)   HD_HELD1
 DM7815* NAVD 88 ORTHO HEIGHT -   125.496 (meters)      411.73  (feet) ADJUSTED
 DM7815  ______________________________________________________________________
 DM7815  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 DM7815  DYNAMIC HEIGHT  -        125.435 (meters)      411.53  (feet) COMP
 DM7815  MODELED GRAVITY -    980,141.6   (mgal)                       NAVD 88
 DM7815
 DM7815  VERT ORDER      -  SECOND    CLASS II
 DM7815
 DM7815.The horizontal coordinates were determined by differentially corrected
 DM7815.hand held GPS observations or other comparable positioning techniques
 DM7815.and have an estimated accuracy of +/- 3 meters.
 DM7815
 DM7815.The orthometric height was determined by differential leveling and
 DM7815.adjusted by the NATIONAL GEODETIC SURVEY
 DM7815.in April 2013.
 DM7815
 DM7815.No vertical observational check was made to the station.
 DM7815
 DM7815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7815.GEOID18 height accuracy estimate available here.
 DM7815
 DM7815.Click photographs - Photos may exist for this station.
 DM7815
 DM7815.The dynamic height is computed by dividing the NAVD 88
 DM7815.geopotential number by the normal gravity value computed on the
 DM7815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7815.degrees latitude (g = 980.6199 gals.).
 DM7815
 DM7815.The modeled gravity was interpolated from observed gravity values.
 DM7815
 DM7815;                    North         East    Units  Estimated Accuracy
 DM7815;SPC NJ       -   185,356.6     115,942.7     MT  (+/- 3 meters HH1 GPS) 
 DM7815
 DM7815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0831883509(NAD 83)
 DM7815
 DM7815                          SUPERSEDED SURVEY CONTROL
 DM7815
 DM7815.No superseded survey control is available for this station.
 DM7815
 DM7815_MARKER: DD = SURVEY DISK
 DM7815_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7815_SP_SET: CULVERT HEADWALL
 DM7815_STAMPING: 10 D 2 2010
 DM7815_MARK LOGO: NJGS
 DM7815_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7815+STABILITY: SURFACE MOTION
 DM7815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7815+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 DM7815
 DM7815  HISTORY     - Date     Condition        Report By
 DM7815  HISTORY     - 20100603 MONUMENTED       NJGS
 DM7815
 DM7815                          STATION DESCRIPTION
 DM7815
 DM7815'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7815'THE STATION IS LOCATED IN RARITAN TOWNSHIP ON THE GROUNDS OF THE
 DM7815'HUNTERDON COUNTY COMPLEX.
 DM7815'
 DM7815'TO REACH THE STATION FROM THE INTERSECTION OF CROTON ROAD, COUNTY ROAD
 DM7815'579 AND STATE HIGHWAY 12, GO EAST ON STATE HIGHWAY FOR 1.8 MI (2.9 KM)
 DM7815'TO THE PAVED ENTRANCE ROAD LEADING TO THE HUNTERDON COUNTY COMPLEX ON
 DM7815'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED ENTRANCE ROAD FOR
 DM7815'0.05 MI (0.1 KM) TO A CROSSROADS INTERSECTION.  TURN RIGHT AND GO WEST
 DM7815'THEN SOUTH ON A PAVED ROAD THAT ENCIRCLES THE COMPLEX FOR 0.25 MI (0.4
 DM7815'KM) TO THE STATION ON THE LEFT IN THE HEADWALL AT A DRAINAGE SWALE.
 DM7815'
 DM7815'THE STATION IS 20 FT (6.1 M) EAST OF THE CENTERLINE OF THE COMPLEX
 DM7815'ROAD, 57 FT (17.4 M) NORTH OF THE CENTERLINE OF THE ROAD ON THE NORTH
 DM7815'SIDE OF BUILDING NUMBER 5A AND 5B (CENTRAL PRINTING, MAIL AND RECORDS
 DM7815'RETENTION, 106 FT (32.3 M) SOUTH OF THE CENTERLINE OF THE DELIVERY
 DM7815'DRIVEWAY TO THE LIBRARY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6066 ***********************************************************************
 KV6066  DESIGNATION -  10 E 1
 KV6066  PID         -  KV6066
 KV6066  STATE/COUNTY-  NJ/HUNTERDON
 KV6066  COUNTRY     -  US
 KV6066  USGS QUAD   -  LUMBERVILLE (2019)
 KV6066
 KV6066                         *CURRENT SURVEY CONTROL
 KV6066  ______________________________________________________________________
 KV6066* NAD 83(2011) POSITION- 40 24 21.02044(N) 075 01 19.87641(W)   ADJUSTED
 KV6066* NAD 83(2011) ELLIP HT-    -8.339 (meters)        (06/27/12)   ADJUSTED
 KV6066* NAD 83(2011) EPOCH   -  2010.00
 KV6066* NAVD 88 ORTHO HEIGHT -    25.733 (meters)       84.43  (feet) ADJUSTED
 KV6066  ______________________________________________________________________
 KV6066  GEOID HEIGHT    -        -34.069 (meters)                     GEOID18
 KV6066  NAD 83(2011) X  -  1,256,976.260 (meters)                     COMP
 KV6066  NAD 83(2011) Y  - -4,698,376.331 (meters)                     COMP
 KV6066  NAD 83(2011) Z  -  4,112,398.140 (meters)                     COMP
 KV6066  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 KV6066  DYNAMIC HEIGHT  -         25.721 (meters)       84.39  (feet) COMP
 KV6066  MODELED GRAVITY -    980,137.0   (mgal)                       NAVD 88
 KV6066
 KV6066  VERT ORDER      -  FIRST     CLASS I
 KV6066
 KV6066  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6066  Standards:
 KV6066         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6066            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6066  -------------------------------------------------------------------
 KV6066  NETWORK    0.49   0.78           0.19   0.21   0.40     -0.05711957
 KV6066  -------------------------------------------------------------------
 KV6066  Click here for local accuracies and other accuracy information.
 KV6066
 KV6066.The horizontal coordinates were established by GPS observations
 KV6066.and adjusted by the National Geodetic Survey in June 2012.
 KV6066
 KV6066.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6066.been affixed to the stable North American tectonic plate. See 
 KV6066.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6066
 KV6066.The horizontal coordinates are valid at the epoch date displayed above
 KV6066.which is a decimal equivalence of Year/Month/Day.
 KV6066
 KV6066.The orthometric height was determined by differential leveling and
 KV6066.adjusted by the NATIONAL GEODETIC SURVEY
 KV6066.in June 1991.
 KV6066
 KV6066.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6066.GEOID18 height accuracy estimate available here.
 KV6066
 KV6066.Click photographs - Photos may exist for this station.
 KV6066
 KV6066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6066
 KV6066.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6066
 KV6066.The ellipsoidal height was determined by GPS observations
 KV6066.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6066
 KV6066;                    North         East     Units Scale Factor Converg.
 KV6066;SPC NJ       -   174,704.592   105,677.804   MT  0.99992417   -0 20 18.6
 KV6066;SPC NJ       -   573,176.65    346,711.26   sFT  0.99992417   -0 20 18.6
 KV6066;SPC PA S     -   122,661.323   831,507.391   MT  0.99995980   +1 46 11.2
 KV6066;SPC PA S     -   402,431.36  2,728,037.17   sFT  0.99995980   +1 46 11.2
 KV6066;UTM  18      - 4,472,803.199   498,117.308   MT  0.99960004   -0 00 51.8
 KV6066
 KV6066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6066!SPC NJ       -   1.00000131  x   0.99992417  =   0.99992548
 KV6066!SPC PA S     -   1.00000131  x   0.99995980  =   0.99996111
 KV6066!UTM  18      -   1.00000131  x   0.99960004  =   0.99960135
 KV6066
 KV6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9811772803(NAD 83)
 KV6066
 KV6066                          SUPERSEDED SURVEY CONTROL
 KV6066
 KV6066  NAD 83(2007)-  40 24 21.02081(N)    075 01 19.87727(W) AD(2002.00) 0
 KV6066  ELLIP H (02/10/07)   -8.316  (m)                       GP(2002.00)    
 KV6066  ELLIP H (10/23/02)   -8.311  (m)                       GP(       ) 4 1
 KV6066  NAD 83(1996)-  40 24 21.02102(N)    075 01 19.87723(W) AD(       ) 1
 KV6066  ELLIP H (05/14/99)   -8.313  (m)                       GP(       ) 4 1
 KV6066  NAD 83(1986)-  40 24 21.02000(N)    075 01 19.88091(W) AD(       ) 1
 KV6066  NAVD 88              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
 KV6066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6066.See file dsdata.pdf to determine how the superseded data were derived.
 KV6066
 KV6066_MARKER: DD = SURVEY DISK
 KV6066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6066_STAMPING: 10 E 1 1988
 KV6066_MARK LOGO: NJGS
 KV6066_PROJECTION: FLUSH
 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 - June 26, 2020
 KV6066
 KV6066  HISTORY     - Date     Condition        Report By
 KV6066  HISTORY     - 1988     MONUMENTED       NJGS
 KV6066  HISTORY     - 19930505 GOOD             NJGS
 KV6066  HISTORY     - 20020323 GOOD             INDIV
 KV6066  HISTORY     - 20200626 GOOD             NJGS
 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
 KV6066
 KV6066                          STATION RECOVERY (2020)
 KV6066
 KV6066'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO4832 ***********************************************************************
 DO4832  DESIGNATION -  10 E 2
 DO4832  PID         -  DO4832
 DO4832  STATE/COUNTY-  NJ/HUNTERDON
 DO4832  COUNTRY     -  US
 DO4832  USGS QUAD   -  FLEMINGTON (2019)
 DO4832
 DO4832                         *CURRENT SURVEY CONTROL
 DO4832  ______________________________________________________________________
 DO4832* NAD 83(1986) POSITION- 40 37 22.98   (N) 074 46 00.50   (W)   HD_HELD1
 DO4832* NAVD 88 ORTHO HEIGHT -    39.055 (meters)      128.13  (feet) ADJUSTED
 DO4832  ______________________________________________________________________
 DO4832  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 DO4832  DYNAMIC HEIGHT  -         39.037 (meters)      128.07  (feet) COMP
 DO4832  MODELED GRAVITY -    980,177.0   (mgal)                       NAVD 88
 DO4832
 DO4832  VERT ORDER      -  FIRST     CLASS II
 DO4832
 DO4832.The horizontal coordinates were determined by differentially corrected
 DO4832.hand held GPS observations or other comparable positioning techniques
 DO4832.and have an estimated accuracy of +/- 3 meters.
 DO4832
 DO4832.The orthometric height was determined by differential leveling and
 DO4832.adjusted by the NATIONAL GEODETIC SURVEY
 DO4832.in April 2013.
 DO4832
 DO4832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4832.GEOID18 height accuracy estimate available here.
 DO4832
 DO4832.Click photographs - Photos may exist for this station.
 DO4832
 DO4832.The dynamic height is computed by dividing the NAVD 88
 DO4832.geopotential number by the normal gravity value computed on the
 DO4832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4832.degrees latitude (g = 980.6199 gals.).
 DO4832
 DO4832.The modeled gravity was interpolated from observed gravity values.
 DO4832
 DO4832;                    North         East    Units  Estimated Accuracy
 DO4832;SPC NJ       -   198,725.6     127,427.1     MT  (+/- 3 meters HH1 GPS) 
 DO4832
 DO4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1972396939(NAD 83)
 DO4832
 DO4832                          SUPERSEDED SURVEY CONTROL
 DO4832
 DO4832.No superseded survey control is available for this station.
 DO4832
 DO4832_MARKER: DD = SURVEY DISK
 DO4832_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO4832_SP_SET: BRIDGE WING WALL
 DO4832_STAMPING: 10 E 2 2011
 DO4832_MARK LOGO: NJGS
 DO4832_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4832+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2018
 DO4832
 DO4832  HISTORY     - Date     Condition        Report By
 DO4832  HISTORY     - 20111118 MONUMENTED       NJGS
 DO4832  HISTORY     - 20180326 GOOD             NJGS
 DO4832
 DO4832                          STATION DESCRIPTION
 DO4832
 DO4832'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4832'THE STATION IS LOCATED IN READINGTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DO4832'U.S. HIGHWAY 22.
 DO4832'
 DO4832'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND
 DO4832'FLEMINGTON-WHITEHOUSE ROAD, COUNTY ROAD 523, GO NORTHWEST ON U.S.
 DO4832'HIGHWAY 22 FOR 0.12 MI (0.2 KM) TO THE STATION ON THE LEFT, SET FLUSH
 DO4832'IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST WING WALL OF THE BRIDGE
 DO4832'CARRYING U.S. HIGHWAY 22 EASTBOUND OVER SOUTH BRANCH OF ROCKAWAY
 DO4832'CREEK, STRUCTURE NUMBER 1006 162, MILE POINT 25.67.  THE STATION IS
 DO4832'JUST NORTHWEST FROM THE INTERSECTION OF THE EASTBOUND LANES OF U.S.
 DO4832'HIGHWAY 22 AND WASHINGTON DRIVE.
 DO4832'
 DO4832'THE STATION IS 8.0 FT (2.4 M) WEST-SOUTHWEST FROM THE WEST CURB OF THE
 DO4832'EASTBOUND LANES, 33.5 FT (10.2 M) SOUTHEAST FROM THE CENTER OF THE
 DO4832'BRIDGE, 81.5 FT (24.8 M) NORTHWEST FROM THE CENTERLINE OF WASHINGTON
 DO4832'DRIVE, 74.0 FT (22.6 M) EAST-SOUTHEAST FROM WOOD UTILITY POLE NUMBER
 DO4832'NJ 1682 RG AND 28.2 FT (8.6 M) NORTHWEST FROM A STEEL MANHOLE COVER IN
 DO4832'A LANDSCAPED GRASS AREA.
 DO4832
 DO4832                          STATION RECOVERY (2018)
 DO4832
 DO4832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DO4832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6068 ***********************************************************************
 KV6068  DESIGNATION -  10 F 1
 KV6068  PID         -  KV6068
 KV6068  STATE/COUNTY-  NJ/HUNTERDON
 KV6068  COUNTRY     -  US
 KV6068  USGS QUAD   -  LUMBERVILLE (2019)
 KV6068
 KV6068                         *CURRENT SURVEY CONTROL
 KV6068  ______________________________________________________________________
 KV6068* NAD 83(1986) POSITION- 40 28 09.6    (N) 075 03 45.4    (W)   HD_HELD2
 KV6068* NAVD 88 ORTHO HEIGHT -    32.726 (meters)      107.37  (feet) ADJUSTED
 KV6068  ______________________________________________________________________
 KV6068  GEOID HEIGHT    -        -34.145 (meters)                     GEOID18
 KV6068  DYNAMIC HEIGHT  -         32.710 (meters)      107.32  (feet) COMP
 KV6068  MODELED GRAVITY -    980,137.9   (mgal)                       NAVD 88
 KV6068
 KV6068  VERT ORDER      -  FIRST     CLASS I
 KV6068
 KV6068.The horizontal coordinates were established by autonomous hand held GPS
 KV6068.observations and have an estimated accuracy of +/- 10 meters.
 KV6068
 KV6068.The orthometric height was determined by differential leveling and
 KV6068.adjusted by the NATIONAL GEODETIC SURVEY
 KV6068.in June 1991.
 KV6068
 KV6068.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6068.GEOID18 height accuracy estimate available here.
 KV6068
 KV6068.Click photographs - Photos may exist for this station.
 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       -   181,776.      102,292.      MT  (+/- 10 meters HH2 GPS)
 KV6068
 KV6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9469279852(NAD 83)
 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
 KV6068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6068.See file dsdata.pdf to determine how the superseded data were derived.
 KV6068
 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 = JULY 24, 2026 22:12:30 EDT
 DO4833 ***********************************************************************
 DO4833  DESIGNATION -  10 F 2
 DO4833  PID         -  DO4833
 DO4833  STATE/COUNTY-  NJ/HUNTERDON
 DO4833  COUNTRY     -  US
 DO4833  USGS QUAD   -  FLEMINGTON (2019)
 DO4833
 DO4833                         *CURRENT SURVEY CONTROL
 DO4833  ______________________________________________________________________
 DO4833* NAD 83(1986) POSITION- 40 37 16.14   (N) 074 46 04.03   (W)   HD_HELD1
 DO4833* NAVD 88 ORTHO HEIGHT -    38.897 (meters)      127.61  (feet) ADJUSTED
 DO4833  ______________________________________________________________________
 DO4833  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 DO4833  DYNAMIC HEIGHT  -         38.880 (meters)      127.56  (feet) COMP
 DO4833  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 DO4833
 DO4833  VERT ORDER      -  FIRST     CLASS II
 DO4833
 DO4833.The horizontal coordinates were determined by differentially corrected
 DO4833.hand held GPS observations or other comparable positioning techniques
 DO4833.and have an estimated accuracy of +/- 3 meters.
 DO4833
 DO4833.The orthometric height was determined by differential leveling and
 DO4833.adjusted by the NATIONAL GEODETIC SURVEY
 DO4833.in April 2013.
 DO4833
 DO4833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4833.GEOID18 height accuracy estimate available here.
 DO4833
 DO4833.Click photographs - Photos may exist for this station.
 DO4833
 DO4833.The dynamic height is computed by dividing the NAVD 88
 DO4833.geopotential number by the normal gravity value computed on the
 DO4833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4833.degrees latitude (g = 980.6199 gals.).
 DO4833
 DO4833.The modeled gravity was interpolated from observed gravity values.
 DO4833
 DO4833;                    North         East    Units  Estimated Accuracy
 DO4833;SPC NJ       -   198,514.9     127,343.5     MT  (+/- 3 meters HH1 GPS) 
 DO4833
 DO4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1964096728(NAD 83)
 DO4833
 DO4833                          SUPERSEDED SURVEY CONTROL
 DO4833
 DO4833.No superseded survey control is available for this station.
 DO4833
 DO4833_MARKER: DD = SURVEY DISK
 DO4833_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO4833_SP_SET: CULVERT HEADWALL
 DO4833_STAMPING: 10 F 2 2011
 DO4833_MARK LOGO: NJGS
 DO4833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4833+STABILITY: SURFACE MOTION
 DO4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4833+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2011
 DO4833
 DO4833  HISTORY     - Date     Condition        Report By
 DO4833  HISTORY     - 20111118 MONUMENTED       NJGS
 DO4833
 DO4833                          STATION DESCRIPTION
 DO4833
 DO4833'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4833'THE STATION IS LOCATED IN READINGTON TOWNSHIP ON THE WEST SIDE OF
 DO4833'WASHINGTON DRIVE, IN THE LOCAL COMMUNITY OF WHITEHOUSE STATION.
 DO4833'
 DO4833'TO REACH THE STATION FROM THE WYE INTERSECTION OF WASHINGTON DRIVE AND
 DO4833'FLEMINGTON-WHITEHOUSE ROAD, COUNTY ROAD 523 AT THE ROCKAWAY REFORMED
 DO4833'CHURCH, GO NORTH ON WASHINGTON DRIVE FOR 0.20 MI (0.3 KM) TO THE
 DO4833'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE CENTER OF THE
 DO4833'WEST HEADWALL OF A DOUBLE PIPE CULVERT UNDER WASHINGTON DRIVE.
 DO4833'
 DO4833'THE STATION IS 14.0 FT (4.3 M) WEST FROM THE CENTERLINE OF WASHINGTON
 DO4833'DRIVE, 9.6 FT (2.9 M) NORTH FROM THE SOUTH END OF THE WEST HEADWALL,
 DO4833'8.6 FT (2.6 M) SOUTH FROM THE NORTH END OF THE WEST HEADWALL AND 68.0
 DO4833'FT (20.7 M) NORTH FROM THE CENTERLINE OF A PAVED DRIVEWAY FOR HOUSE
 DO4833'NUMBER 11.
 DO4833'
 DO4833'THE STATION IS ABOUT LEVEL WITH WASHINGTON DRIVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6069 ***********************************************************************
 KV6069  DESIGNATION -  10 G 1
 KV6069  PID         -  KV6069
 KV6069  STATE/COUNTY-  NJ/HUNTERDON
 KV6069  COUNTRY     -  US
 KV6069  USGS QUAD   -  LUMBERVILLE (2019)
 KV6069
 KV6069                         *CURRENT SURVEY CONTROL
 KV6069  ______________________________________________________________________
 KV6069* NAD 83(1986) POSITION- 40 28 37.     (N) 075 03 38.     (W)   SCALED
 KV6069* NAVD 88 ORTHO HEIGHT -    35.778 (meters)      117.38  (feet) ADJUSTED
 KV6069  ______________________________________________________________________
 KV6069  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 KV6069  DYNAMIC HEIGHT  -         35.761 (meters)      117.33  (feet) COMP
 KV6069  MODELED GRAVITY -    980,138.9   (mgal)                       NAVD 88
 KV6069
 KV6069  VERT ORDER      -  FIRST     CLASS I
 KV6069
 KV6069.The horizontal coordinates were scaled from a map and have
 KV6069.an estimated accuracy of +/- 6 seconds.
 KV6069
 KV6069.The orthometric height was determined by differential leveling and
 KV6069.adjusted by the NATIONAL GEODETIC SURVEY
 KV6069.in June 1991.
 KV6069
 KV6069.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6069.GEOID18 height accuracy estimate available here.
 KV6069
 KV6069.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK948806(NAD 83)
 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
 KV6069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6069.See file dsdata.pdf to determine how the superseded data were derived.
 KV6069
 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 = JULY 24, 2026 22:12:30 EDT
 DO4834 ***********************************************************************
 DO4834  DESIGNATION -  10 G 2
 DO4834  PID         -  DO4834
 DO4834  STATE/COUNTY-  NJ/HUNTERDON
 DO4834  COUNTRY     -  US
 DO4834  USGS QUAD   -  RARITAN (2019)
 DO4834
 DO4834                         *CURRENT SURVEY CONTROL
 DO4834  ______________________________________________________________________
 DO4834* NAD 83(1986) POSITION- 40 37 09.08   (N) 074 44 48.89   (W)   HD_HELD1
 DO4834* NAVD 88 ORTHO HEIGHT -    64.428 (meters)      211.38  (feet) ADJUSTED
 DO4834  ______________________________________________________________________
 DO4834  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 DO4834  DYNAMIC HEIGHT  -         64.399 (meters)      211.28  (feet) COMP
 DO4834  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 DO4834
 DO4834  VERT ORDER      -  FIRST     CLASS II
 DO4834
 DO4834.The horizontal coordinates were determined by differentially corrected
 DO4834.hand held GPS observations or other comparable positioning techniques
 DO4834.and have an estimated accuracy of +/- 3 meters.
 DO4834
 DO4834.The orthometric height was determined by differential leveling and
 DO4834.adjusted by the NATIONAL GEODETIC SURVEY
 DO4834.in April 2013.
 DO4834
 DO4834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4834.GEOID18 height accuracy estimate available here.
 DO4834
 DO4834.Click photographs - Photos may exist for this station.
 DO4834
 DO4834.The dynamic height is computed by dividing the NAVD 88
 DO4834.geopotential number by the normal gravity value computed on the
 DO4834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4834.degrees latitude (g = 980.6199 gals.).
 DO4834
 DO4834.The modeled gravity was interpolated from observed gravity values.
 DO4834
 DO4834;                    North         East    Units  Estimated Accuracy
 DO4834;SPC NJ       -   198,291.9     129,108.8     MT  (+/- 3 meters HH1 GPS) 
 DO4834
 DO4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2140696515(NAD 83)
 DO4834
 DO4834                          SUPERSEDED SURVEY CONTROL
 DO4834
 DO4834.No superseded survey control is available for this station.
 DO4834
 DO4834_MARKER: DD = SURVEY DISK
 DO4834_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO4834_SP_SET: ELECTRICAL BOX BASE
 DO4834_STAMPING: 10 G 2 2011
 DO4834_MARK LOGO: NJGS
 DO4834_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4834+STABILITY: SURFACE MOTION
 DO4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4834+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2011
 DO4834
 DO4834  HISTORY     - Date     Condition        Report By
 DO4834  HISTORY     - 20111118 MONUMENTED       NJGS
 DO4834
 DO4834                          STATION DESCRIPTION
 DO4834
 DO4834'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4834'THE STATION IS LOCATED IN READINGTON TOWNSHIP ON THE NORTH SIDE OF OLD
 DO4834'HIGHWAY 28 IN THE LOCAL COMMUNITY OF WHITEHOUSE.
 DO4834'
 DO4834'TO REACH THE STATION FROM THE INTERSECTION OF OLD HIGHWAY 28 AND FIRE
 DO4834'LANE, GO WEST-NORTHWEST ON OLD HIGHWAY 28 FOR 30 FT (9.1 M) TO THE
 DO4834'STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE AT THE NORTHEAST
 DO4834'CORNER OF A RECTANGULAR CONCRETE BASE FOR A 4 FT (1.2 M) HIGH
 DO4834'ELECTRICAL BOX BELONGING TO THE FIRST ENERGY CORPORATION, ADJACENT TO
 DO4834'THE WEST SIDE OF THE PAVED DRIVEWAY FOR THE EAST WHITEHOUSE FIRE
 DO4834'DEPARTMENT HEADQUARTERS BUILDING, STATION 93.
 DO4834'
 DO4834'THE STATION IS 43.0 FT (13.1 M) NORTH FROM THE CENTERLINE OF OLD
 DO4834'HIGHWAY 28, 30.0 FT (9.1 M) WEST FROM THE EXTENDED CENTERLINE OF FIRE
 DO4834'LANE, 35.0 FT (10.7 M) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 DO4834'FIRE DEPARTMENT BUILDING, 68.0 FT (20.7 M) WEST FROM A FLAGPOLE AND
 DO4834'23.0 FT (7.0 M) NORTH-NORTHEAST FROM WOOD UTILITY POLE NUMBER NJ 1956
 DO4834'RG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6070 ***********************************************************************
 KV6070  DESIGNATION -  10 H 1
 KV6070  PID         -  KV6070
 KV6070  STATE/COUNTY-  NJ/HUNTERDON
 KV6070  COUNTRY     -  US
 KV6070  USGS QUAD   -  FRENCHTOWN (2019)
 KV6070
 KV6070                         *CURRENT SURVEY CONTROL
 KV6070  ______________________________________________________________________
 KV6070* NAD 83(1986) POSITION- 40 30 22.55   (N) 075 03 46.66   (W)   HD_HELD1
 KV6070* NAVD 88 ORTHO HEIGHT -    38.332 (meters)      125.76  (feet) ADJUSTED
 KV6070  ______________________________________________________________________
 KV6070  GEOID HEIGHT    -        -34.131 (meters)                     GEOID18
 KV6070  DYNAMIC HEIGHT  -         38.313 (meters)      125.70  (feet) COMP
 KV6070  MODELED GRAVITY -    980,143.4   (mgal)                       NAVD 88
 KV6070
 KV6070  VERT ORDER      -  FIRST     CLASS I
 KV6070
 KV6070.The horizontal coordinates were determined by differentially corrected
 KV6070.hand held GPS observations or other comparable positioning techniques
 KV6070.and have an estimated accuracy of +/- 3 meters.
 KV6070
 KV6070.The orthometric height was determined by differential leveling and
 KV6070.adjusted by the NATIONAL GEODETIC SURVEY
 KV6070.in June 1991.
 KV6070
 KV6070.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6070.GEOID18 height accuracy estimate available here.
 KV6070
 KV6070.Click photographs - Photos may exist for this station.
 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       -   185,876.3     102,288.1     MT  (+/- 3 meters HH1 GPS) 
 KV6070
 KV6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9466583951(NAD 83)
 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
 KV6070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6070.See file dsdata.pdf to determine how the superseded data were derived.
 KV6070
 KV6070_MARKER: DD = SURVEY DISK
 KV6070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6070_STAMPING: 10 H 1 1988
 KV6070_MARK LOGO: NJGS
 KV6070_PROJECTION: RECESSED 5 CENTIMETERS
 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 - September 05, 2019
 KV6070
 KV6070  HISTORY     - Date     Condition        Report By
 KV6070  HISTORY     - 1988     MONUMENTED       NJGS
 KV6070  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV6070  HISTORY     - 20190905 GOOD             NJGS
 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.
 KV6070
 KV6070                          STATION RECOVERY (2019)
 KV6070
 KV6070'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV6070'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF
 KV6070'STOCKTON, 7.5 MI (12.1 KM) SOUTHWEST OF PITTSTOWN AND 1.4 MI (2.3 KM)
 KV6070'SOUTH OF FRENCHTOWN, IN KINGWOOD TOWNSHIP.
 KV6070'
 KV6070'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 29 (TRENTON
 KV6070'AVENUE) AND NEW JERSEY STATE HIGHWAY 12 (BRIDGE STREET) IN FRENCHTOWN,
 KV6070'GO 1.4 MI (2.3 KM) SOUTH ON NEW JERSEY STATE HIGHWAY 29 TO THE STATION
 KV6070'ON THE RIGHT, AT THE NORTH EDGE OF THE CLEARING FOR THE PETROLEUM
 KV6070'PIPELINE (BUCKEYE PARTNERS LP) CROSSING THE DELAWARE RIVER.
 KV6070'
 KV6070'THE STATION IS NEAR THE SOUTHEAST CORNER OF THE BRUSH LINE BETWEEN THE
 KV6070'HIGHWAY AND THE JOGGING PATH.
 KV6070'
 KV6070'THE STATION IS 5.8 FT (1.8 M) WEST OF THE WEST EDGE OF THE PAVING OF
 KV6070'NEW JERSEY STATE HIGHWAY 29, 25.4 FT (7.7 M) WEST OF THE CENTERLINE OF
 KV6070'NEW JERSEY STATE HIGHWAY 29, 56 FT (17.1 M) EAST OF THE CENTERLINE OF
 KV6070'THE DELAWARE AND RARITAN CANAL STATE PARK JOGGING PATH, 44.3 FT (13.5
 KV6070'M) NORTH-NORTHEAST OF A 2 INCH METAL VENT PIPE ELBOW ABOUT 4 FT (1.2
 KV6070'M) HIGH, 44.4 FT (13.5 M) NORTH-NORTHEAST OF A WHITE PVC PIPE (TEST
 KV6070'STATION) NEXT TO THE VENT PIPE, 45.9 FT (14.0 M) NORTH-NORTHEAST OF A
 KV6070'MARKER SIGN (50), 141 FT (43.0 M) WEST-NORTHWEST AND ACROSS NEW JERSEY
 KV6070'STATE HIGHWAY 29 FROM THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 KV6070'SURROUNDING A PIPE LINE CONTROL COMPLEX (DELAWARE RIVER VALVE SITE 620
 KV6070'LINE) ON THE EAST SIDE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO4835 ***********************************************************************
 DO4835  DESIGNATION -  10 H 2
 DO4835  PID         -  DO4835
 DO4835  STATE/COUNTY-  NJ/HUNTERDON
 DO4835  COUNTRY     -  US
 DO4835  USGS QUAD   -  CALIFON (2019)
 DO4835
 DO4835                         *CURRENT SURVEY CONTROL
 DO4835  ______________________________________________________________________
 DO4835* NAD 83(1986) POSITION- 40 38 12.62   (N) 074 47 24.57   (W)   HD_HELD1
 DO4835* NAVD 88 ORTHO HEIGHT -    56.712 (meters)      186.06  (feet) ADJUSTED
 DO4835  ______________________________________________________________________
 DO4835  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 DO4835  DYNAMIC HEIGHT  -         56.686 (meters)      185.98  (feet) COMP
 DO4835  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 DO4835
 DO4835  VERT ORDER      -  FIRST     CLASS II
 DO4835
 DO4835.The horizontal coordinates were determined by differentially corrected
 DO4835.hand held GPS observations or other comparable positioning techniques
 DO4835.and have an estimated accuracy of +/- 3 meters.
 DO4835
 DO4835.The orthometric height was determined by differential leveling and
 DO4835.adjusted by the NATIONAL GEODETIC SURVEY
 DO4835.in April 2013.
 DO4835
 DO4835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4835.GEOID18 height accuracy estimate available here.
 DO4835
 DO4835.Click photographs - Photos may exist for this station.
 DO4835
 DO4835.The dynamic height is computed by dividing the NAVD 88
 DO4835.geopotential number by the normal gravity value computed on the
 DO4835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4835.degrees latitude (g = 980.6199 gals.).
 DO4835
 DO4835.The modeled gravity was interpolated from observed gravity values.
 DO4835
 DO4835;                    North         East    Units  Estimated Accuracy
 DO4835;SPC NJ       -   200,262.9     125,456.4     MT  (+/- 3 meters HH1 GPS) 
 DO4835
 DO4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1774498465(NAD 83)
 DO4835
 DO4835                          SUPERSEDED SURVEY CONTROL
 DO4835
 DO4835.No superseded survey control is available for this station.
 DO4835
 DO4835_MARKER: DD = SURVEY DISK
 DO4835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO4835_SP_SET: CULVERT HEADWALL
 DO4835_STAMPING: 10 H 2 2011
 DO4835_MARK LOGO: NJGS
 DO4835_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4835+STABILITY: SURFACE MOTION
 DO4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4835+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2018
 DO4835
 DO4835  HISTORY     - Date     Condition        Report By
 DO4835  HISTORY     - 20111118 MONUMENTED       NJGS
 DO4835  HISTORY     - 20180319 GOOD             NJGS
 DO4835
 DO4835                          STATION DESCRIPTION
 DO4835
 DO4835'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4835'THE STATION IS LOCATED IN READINGTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DO4835'U.S. HIGHWAY 22.
 DO4835'
 DO4835'TO REACH THE STATION FROM THE INTERSECTION OF U.S HIGHWAY 22 AND
 DO4835'FLEMINGTON-WHITEHOUSE ROAD, COUNTY ROAD 523, GO NORTHWEST ON U.S.
 DO4835'HIGHWAY 22 FOR 1.68 MI (2.7 KM) TO THE STATION ON THE LEFT, SET FLUSH
 DO4835'IN A DRILL HOLE AT EAST END OF THE SOUTH CULVERT HEADWALL OF THE
 DO4835'BRIDGE CARRYING U.S. HIGHWAY 22 OVER BRANCH OF ROCKAWAY CREEK,
 DO4835'STRUCTURE NUMBER 1005 160, MILE POINT 24.28.
 DO4835'
 DO4835'THE STATION IS 18.0 FT (5.5 M) SOUTH-SOUTHWEST FROM WOOD UTILITY POLE
 DO4835'NUMBER N-46-1, 6.3 FT (1.9 M) WEST-NORTHWEST FROM THE EAST END OF THE
 DO4835'SOUTH CULVERT HEADWALL, 27.2 FT (8.3 M) EAST-SOUTHEAST FROM WEST END
 DO4835'OF THE SOUTH CULVERT HEADWALL, 100.9 FT (30.8 M) EAST-SOUTHEAST FROM
 DO4835'WOOD UTILITY POLE NUMBER NORTH 46 2 J2435, 135.0 FT (41.1 M) SOUTHEAST
 DO4835'FROM THE CENTERLINE OF MOUNTAIN AVENUE AND 18.0 FT (5.5 M) SOUTH FROM
 DO4835'A METAL WITNESS POST WITH SIGN ATTACHED ADJACENT TO A STEEL BEAM
 DO4835'GUIDERAIL ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 22.
 DO4835
 DO4835                          STATION RECOVERY (2018)
 DO4835
 DO4835'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DO4835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6071 ***********************************************************************
 KV6071  DESIGNATION -  10 J 1
 KV6071  PID         -  KV6071
 KV6071  STATE/COUNTY-  NJ/HUNTERDON
 KV6071  COUNTRY     -  US
 KV6071  USGS QUAD   -  FRENCHTOWN (2019)
 KV6071
 KV6071                         *CURRENT SURVEY CONTROL
 KV6071  ______________________________________________________________________
 KV6071* NAD 83(2011) POSITION- 40 32 07.96726(N) 075 03 51.94737(W)   ADJUSTED
 KV6071* NAD 83(2011) ELLIP HT-     5.803 (meters)        (06/27/12)   ADJUSTED
 KV6071* NAD 83(2011) EPOCH   -  2010.00
 KV6071* NAVD 88 ORTHO HEIGHT -    39.898 (meters)      130.90  (feet) ADJUSTED
 KV6071  ______________________________________________________________________
 KV6071  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 KV6071  NAD 83(2011) X  -  1,251,105.344 (meters)                     COMP
 KV6071  NAD 83(2011) Y  - -4,690,279.477 (meters)                     COMP
 KV6071  NAD 83(2011) Z  -  4,123,364.372 (meters)                     COMP
 KV6071  LAPLACE CORR    -          3.03  (seconds)                    DEFLEC18
 KV6071  DYNAMIC HEIGHT  -         39.879 (meters)      130.84  (feet) COMP
 KV6071  MODELED GRAVITY -    980,152.3   (mgal)                       NAVD 88
 KV6071
 KV6071  VERT ORDER      -  FIRST     CLASS I
 KV6071
 KV6071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6071  Standards:
 KV6071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6071  -------------------------------------------------------------------
 KV6071  NETWORK    0.69   1.02           0.28   0.28   0.52     -0.04881451
 KV6071  -------------------------------------------------------------------
 KV6071  Click here for local accuracies and other accuracy information.
 KV6071
 KV6071.The horizontal coordinates were established by GPS observations
 KV6071.and adjusted by the National Geodetic Survey in June 2012.
 KV6071
 KV6071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6071.been affixed to the stable North American tectonic plate. See 
 KV6071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6071
 KV6071.The horizontal coordinates are valid at the epoch date displayed above
 KV6071.which is a decimal equivalence of Year/Month/Day.
 KV6071
 KV6071.The orthometric height was determined by differential leveling and
 KV6071.adjusted by the NATIONAL GEODETIC SURVEY
 KV6071.in June 1991.
 KV6071
 KV6071.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6071.GEOID18 height accuracy estimate available here.
 KV6071
 KV6071.Click photographs - Photos may exist for this station.
 KV6071
 KV6071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6071
 KV6071.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6071
 KV6071.The ellipsoidal height was determined by GPS observations
 KV6071.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6071
 KV6071;                    North         East     Units Scale Factor Converg.
 KV6071;SPC NJ       -   189,128.496   102,184.469   MT  0.99992813   -0 22 00.6
 KV6071;SPC NJ       -   620,499.07    335,250.21   sFT  0.99992813   -0 22 00.6
 KV6071;SPC PA S     -   136,947.399   827,485.544   MT  0.99996059   +1 44 32.6
 KV6071;SPC PA S     -   449,301.59  2,714,842.16   sFT  0.99996059   +1 44 32.6
 KV6071;UTM  18      - 4,487,202.389   494,543.495   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9454387202(NAD 83)
 KV6071
 KV6071                          SUPERSEDED SURVEY CONTROL
 KV6071
 KV6071  NAD 83(2007)-  40 32 07.96764(N)    075 03 51.94827(W) AD(2002.00) 0
 KV6071  ELLIP H (02/10/07)    5.824  (m)                       GP(2002.00)    
 KV6071  ELLIP H (10/23/02)    5.828  (m)                       GP(       ) 4 1
 KV6071  NAD 83(1996)-  40 32 07.96807(N)    075 03 51.94828(W) AD(       ) 1
 KV6071  ELLIP H (05/14/99)    5.839  (m)                       GP(       ) 4 1
 KV6071  NAD 83(1986)-  40 32 07.96662(N)    075 03 51.95175(W) AD(       ) 1
 KV6071  NAVD 88              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
 KV6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6071.See file dsdata.pdf to determine how the superseded data were derived.
 KV6071
 KV6071_MARKER: DD = SURVEY DISK
 KV6071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6071_STAMPING: 10 J 1 1988
 KV6071_MARK LOGO: NJGS
 KV6071_PROJECTION: FLUSH
 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 - June 25, 2020
 KV6071
 KV6071  HISTORY     - Date     Condition        Report By
 KV6071  HISTORY     - 1988     MONUMENTED       NJGS
 KV6071  HISTORY     - 19930129 GOOD             NJGS
 KV6071  HISTORY     - 20040408 GOOD             ECOAST
 KV6071  HISTORY     - 20090806 GOOD             PADT
 KV6071  HISTORY     - 20200625 GOOD             NJGS
 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.
 KV6071
 KV6071                          STATION RECOVERY (2009)
 KV6071
 KV6071'RECOVERY NOTE BY PA DEPT OF TRANSP 2009 (LB)
 KV6071'RECOVERED IN GOOD CONDITION.
 KV6071
 KV6071                          STATION RECOVERY (2020)
 KV6071
 KV6071'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV6071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO4836 ***********************************************************************
 DO4836  DESIGNATION -  10 J 2
 DO4836  PID         -  DO4836
 DO4836  STATE/COUNTY-  NJ/HUNTERDON
 DO4836  COUNTRY     -  US
 DO4836  USGS QUAD   -  CALIFON (2019)
 DO4836
 DO4836                         *CURRENT SURVEY CONTROL
 DO4836  ______________________________________________________________________
 DO4836* NAD 83(1986) POSITION- 40 38 01.42   (N) 074 47 05.55   (W)   HD_HELD1
 DO4836* NAVD 88 ORTHO HEIGHT -    46.932 (meters)      153.98  (feet) ADJUSTED
 DO4836  ______________________________________________________________________
 DO4836  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 DO4836  DYNAMIC HEIGHT  -         46.911 (meters)      153.91  (feet) COMP
 DO4836  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 DO4836
 DO4836  VERT ORDER      -  FIRST     CLASS II
 DO4836
 DO4836.The horizontal coordinates were determined by differentially corrected
 DO4836.hand held GPS observations or other comparable positioning techniques
 DO4836.and have an estimated accuracy of +/- 3 meters.
 DO4836
 DO4836.The orthometric height was determined by differential leveling and
 DO4836.adjusted by the NATIONAL GEODETIC SURVEY
 DO4836.in April 2013.
 DO4836
 DO4836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4836.GEOID18 height accuracy estimate available here.
 DO4836
 DO4836.Click photographs - Photos may exist for this station.
 DO4836
 DO4836.The dynamic height is computed by dividing the NAVD 88
 DO4836.geopotential number by the normal gravity value computed on the
 DO4836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4836.degrees latitude (g = 980.6199 gals.).
 DO4836
 DO4836.The modeled gravity was interpolated from observed gravity values.
 DO4836
 DO4836;                    North         East    Units  Estimated Accuracy
 DO4836;SPC NJ       -   199,916.0     125,902.2     MT  (+/- 3 meters HH1 GPS) 
 DO4836
 DO4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1819298120(NAD 83)
 DO4836
 DO4836                          SUPERSEDED SURVEY CONTROL
 DO4836
 DO4836.No superseded survey control is available for this station.
 DO4836
 DO4836_MARKER: DD = SURVEY DISK
 DO4836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO4836_SP_SET: BRIDGE CULVERT HEADWALL
 DO4836_STAMPING: 10 J 2 2011
 DO4836_MARK LOGO: NJGS
 DO4836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4836+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2011
 DO4836
 DO4836  HISTORY     - Date     Condition        Report By
 DO4836  HISTORY     - 20111118 MONUMENTED       NJGS
 DO4836
 DO4836                          STATION DESCRIPTION
 DO4836
 DO4836'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4836'THE STATION IS LOCATED IN READINGTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DO4836'U.S. HIGHWAY 22.
 DO4836'
 DO4836'TO REACH THE STATION FROM THE INTERSECTION OF U.S HIGHWAY 22 AND
 DO4836'FLEMINGTON-WHITEHOUSE ROAD, COUNTY ROAD 523, GO NORTHWEST ON U.S.
 DO4836'HIGHWAY 22 FOR 1.33 MI (2.1 KM) TO THE STATION ON THE LEFT, SET FLUSH
 DO4836'IN A DRILL AT THE WEST END OF THE SOUTH CULVERT HEADWALL OF A BRIDGE
 DO4836'CARRYING U.S. HIGHWAY 22 OVER AN UN-NAMED CREEK, MILE POINT 24.48.
 DO4836'
 DO4836'THE STATION IS 8.3 FT (2.5 M) EAST-SOUTHEAST FROM WOOD UTILITY POLE
 DO4836'NUMBER RIGHT 261, 21.0 FT (6.4 M) EAST-SOUTHEAST FROM THE CENTERLINE
 DO4836'OF A PAVED DRIVEWAY LEADING TO HOUSE NUMBER 397, 6.9 FT (2.1 M)
 DO4836'EAST-SOUTHEAST FROM THE WEST END OF THE CULVERT HEADWALL, 40.0 FT
 DO4836'(12.2 M) WEST-NORTHWEST FROM EAST END OF THE CULVERT HEADWALL, 66.0 FT
 DO4836'(20.1 M) WEST FROM MILEPOST MARKER 24.5, 17.0 FT (5.2 M) SOUTHWEST
 DO4836'FROM THE WEST EDGE OF PAVING OF THE EASTBOUND LANES OF U.S. HIGHWAY 22
 DO4836'AND 6.5 FT (2.0 M) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN
 DO4836'ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6072 ***********************************************************************
 KV6072  DESIGNATION -  10 K 1
 KV6072  PID         -  KV6072
 KV6072  STATE/COUNTY-  NJ/HUNTERDON
 KV6072  COUNTRY     -  US
 KV6072  USGS QUAD   -  FRENCHTOWN (2019)
 KV6072
 KV6072                         *CURRENT SURVEY CONTROL
 KV6072  ______________________________________________________________________
 KV6072* NAD 83(1986) POSITION- 40 33 33.     (N) 075 05 14.     (W)   SCALED
 KV6072* NAVD 88 ORTHO HEIGHT -    40.312 (meters)      132.26  (feet) ADJUSTED
 KV6072  ______________________________________________________________________
 KV6072  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 KV6072  DYNAMIC HEIGHT  -         40.292 (meters)      132.19  (feet) COMP
 KV6072  MODELED GRAVITY -    980,151.5   (mgal)                       NAVD 88
 KV6072
 KV6072  VERT ORDER      -  FIRST     CLASS I
 KV6072
 KV6072.The horizontal coordinates were scaled from a map and have
 KV6072.an estimated accuracy of +/- 6 seconds.
 KV6072
 KV6072.The orthometric height was determined by differential leveling and
 KV6072.adjusted by the NATIONAL GEODETIC SURVEY
 KV6072.in June 1991.
 KV6072
 KV6072.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6072.GEOID18 height accuracy estimate available here.
 KV6072
 KV6072.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK926898(NAD 83)
 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
 KV6072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6072.See file dsdata.pdf to determine how the superseded data were derived.
 KV6072
 KV6072_MARKER: DD = SURVEY DISK
 KV6072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20210729 MARK NOT FOUND   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.
 KV6072
 KV6072                          STATION RECOVERY (2021)
 KV6072
 KV6072'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV6072'THE AREA HAS BEEN LEVELED, ALL BUILDINGS AND STRUCTURES HAVE BEEN
 KV6072'DEMOLISHED.  EPA STATES SITE IS TO BECOME LANDFILL.  AREA HAS BEEN
 KV6072'FENCED OFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6088 ***********************************************************************
 KV6088  DESIGNATION -  10 K 1 FLOOD CREST
 KV6088  PID         -  KV6088
 KV6088  STATE/COUNTY-  NJ/HUNTERDON
 KV6088  COUNTRY     -  US
 KV6088  USGS QUAD   -  STOCKTON (2019)
 KV6088
 KV6088                         *CURRENT SURVEY CONTROL
 KV6088  ______________________________________________________________________
 KV6088* NAD 83(1986) POSITION- 40 24 20.9    (N) 074 58 37.0    (W)   HD_HELD2
 KV6088* NAVD 88 ORTHO HEIGHT -    25.553 (meters)       83.84  (feet) ADJUSTED
 KV6088  ______________________________________________________________________
 KV6088  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 KV6088  DYNAMIC HEIGHT  -         25.541 (meters)       83.80  (feet) COMP
 KV6088  MODELED GRAVITY -    980,148.5   (mgal)                       NAVD 88
 KV6088
 KV6088  VERT ORDER      -  FIRST     CLASS I
 KV6088
 KV6088.The horizontal coordinates were established by autonomous hand held GPS
 KV6088.observations and have an estimated accuracy of +/- 10 meters.
 KV6088
 KV6088.The orthometric height was determined by differential leveling and
 KV6088.adjusted by the NATIONAL GEODETIC SURVEY
 KV6088.in June 1991.
 KV6088
 KV6088.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6088.GEOID18 height accuracy estimate available here.
 KV6088
 KV6088.Click photographs - Photos may exist for this station.
 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       -   174,679.      109,518.      MT  (+/- 10 meters HH2 GPS)
 KV6088
 KV6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0195672799(NAD 83)
 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
 KV6088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6088.See file dsdata.pdf to determine how the superseded data were derived.
 KV6088
 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 - August 21, 2012
 KV6088
 KV6088  HISTORY     - Date     Condition        Report By
 KV6088  HISTORY     - 1955     MONUMENTED       NJGS
 KV6088  HISTORY     - 19890606 GOOD             NJGS
 KV6088  HISTORY     - 20080126 GOOD             GEOCAC
 KV6088  HISTORY     - 20120821 GOOD             INDIV
 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.
 KV6088
 KV6088                          STATION RECOVERY (2008)
 KV6088
 KV6088'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV6088'RECOVERED IN GOOD CONDITION.
 KV6088
 KV6088                          STATION RECOVERY (2012)
 KV6088
 KV6088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 KV6088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO4837 ***********************************************************************
 DO4837  DESIGNATION -  10 K 2
 DO4837  PID         -  DO4837
 DO4837  STATE/COUNTY-  NJ/HUNTERDON
 DO4837  COUNTRY     -  US
 DO4837  USGS QUAD   -  CALIFON (2019)
 DO4837
 DO4837                         *CURRENT SURVEY CONTROL
 DO4837  ______________________________________________________________________
 DO4837* NAD 83(1986) POSITION- 40 37 42.31   (N) 074 46 31.83   (W)   HD_HELD1
 DO4837* NAVD 88 ORTHO HEIGHT -    47.283 (meters)      155.13  (feet) ADJUSTED
 DO4837  ______________________________________________________________________
 DO4837  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 DO4837  DYNAMIC HEIGHT  -         47.262 (meters)      155.06  (feet) COMP
 DO4837  MODELED GRAVITY -    980,176.2   (mgal)                       NAVD 88
 DO4837
 DO4837  VERT ORDER      -  FIRST     CLASS II
 DO4837
 DO4837.The horizontal coordinates were determined by differentially corrected
 DO4837.hand held GPS observations or other comparable positioning techniques
 DO4837.and have an estimated accuracy of +/- 3 meters.
 DO4837
 DO4837.The orthometric height was determined by differential leveling and
 DO4837.adjusted by the NATIONAL GEODETIC SURVEY
 DO4837.in April 2013.
 DO4837
 DO4837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4837.GEOID18 height accuracy estimate available here.
 DO4837
 DO4837.Click photographs - Photos may exist for this station.
 DO4837
 DO4837.The dynamic height is computed by dividing the NAVD 88
 DO4837.geopotential number by the normal gravity value computed on the
 DO4837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4837.degrees latitude (g = 980.6199 gals.).
 DO4837
 DO4837.The modeled gravity was interpolated from observed gravity values.
 DO4837
 DO4837;                    North         East    Units  Estimated Accuracy
 DO4837;SPC NJ       -   199,324.0     126,692.7     MT  (+/- 3 meters HH1 GPS) 
 DO4837
 DO4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1898597533(NAD 83)
 DO4837
 DO4837                          SUPERSEDED SURVEY CONTROL
 DO4837
 DO4837.No superseded survey control is available for this station.
 DO4837
 DO4837_MARKER: Z = SEE DESCRIPTION
 DO4837_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO4837_STAMPING: 10 K 2
 DO4837_PROJECTION: RECESSED 5 CENTIMETERS
 DO4837_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO4837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4837+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2022
 DO4837
 DO4837  HISTORY     - Date     Condition        Report By
 DO4837  HISTORY     - UNK      MONUMENTED       NJDT
 DO4837  HISTORY     - 20111125 GOOD             NJGS
 DO4837  HISTORY     - 20220311 GOOD             NJGS
 DO4837
 DO4837                          STATION DESCRIPTION
 DO4837
 DO4837'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4837'THE STATION IS LOCATED IN READINGTON TOWNSHIP IN THE CENTER GRASS
 DO4837'MEDIAN OF U.S. HIGHWAY 22.
 DO4837'
 DO4837'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND
 DO4837'FLEMINGTON-WHITEHOUSE ROAD, COUNTY ROAD 523, GO NORTHWEST ON U.S.
 DO4837'HIGHWAY 22 FOR 0.71 MI (1.1 KM) TO THE STATION ON THE LEFT, SET ABOUT
 DO4837'2 INCH (5 CM) BELOW THE GROUND.
 DO4837'
 DO4837'THE STATION IS 41.4 FT (12.6 M) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 DO4837'PAVING OF THE WESTBOUND LANES OF U.S. HIGHWAY 22, 24.7 FT (7.5 M)
 DO4837'NORTHEAST FROM THE NORTHEAST EDGE OF PAVING OF THE EASTBOUND LANES OF
 DO4837'U.S. HIGHWAY 22, 51.5 FT (15.7 M) NORTHWEST FROM THE CENTER OF AN
 DO4837'INLET WITH CURB PIECE IN THE CENTER GRASS MEDIAN AND 95.4 FT (29.1 M)
 DO4837'SOUTH AND ACROSS THE HIGHWAY FROM WOOD UTILITY POLE NUMBER 315 NORTH
 DO4837'230 ON THE NORTHEAST SIDE OF THE WESTBOUND LANES OF U.S. HIGHWAY 22.
 DO4837'THE STATION IS OPPOSITE THE EXIT DRIVE OF A GULF GASOLINE FILLING
 DO4837'STATION ON THE SOUTHWEST SIDE OF THE EASTBOUND LANES OF U.S. HIGHWAY
 DO4837'22.
 DO4837'
 DO4837'THE STATION IS A 1 INCH (3 CM) DIAMETER BRASS PLUG WITH A 1/4 INCH (6
 DO4837'MM) DIAMETER DRILL HOLE SET FLUSH IN THE TOP OF A 6 INCH (15 CM)
 DO4837'SQUARE CONCRETE MONUMENT.
 DO4837'
 DO4837'THE STATION IS ALSO KNOWN AS U.S. HIGHWAY 22 BASELINE STATION 425+00.
 DO4837
 DO4837                          STATION RECOVERY (2022)
 DO4837
 DO4837'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DO4837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6073 ***********************************************************************
 KV6073  DESIGNATION -  10 L 1
 KV6073  PID         -  KV6073
 KV6073  STATE/COUNTY-  NJ/HUNTERDON
 KV6073  COUNTRY     -  US
 KV6073  USGS QUAD   -  FRENCHTOWN (2019)
 KV6073
 KV6073                         *CURRENT SURVEY CONTROL
 KV6073  ______________________________________________________________________
 KV6073* NAD 83(1986) POSITION- 40 34 22.4    (N) 075 06 44.6    (W)   HD_HELD2
 KV6073* NAVD 88 ORTHO HEIGHT -    43.200 (meters)      141.73  (feet) ADJUSTED
 KV6073  ______________________________________________________________________
 KV6073  GEOID HEIGHT    -        -34.116 (meters)                     GEOID18
 KV6073  DYNAMIC HEIGHT  -         43.180 (meters)      141.67  (feet) COMP
 KV6073  MODELED GRAVITY -    980,154.6   (mgal)                       NAVD 88
 KV6073
 KV6073  VERT ORDER      -  FIRST     CLASS I
 KV6073
 KV6073.The horizontal coordinates were established by autonomous hand held GPS
 KV6073.observations and have an estimated accuracy of +/- 10 meters.
 KV6073
 KV6073.The orthometric height was determined by differential leveling and
 KV6073.adjusted by the NATIONAL GEODETIC SURVEY
 KV6073.in June 1991.
 KV6073
 KV6073.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6073.GEOID18 height accuracy estimate available here.
 KV6073
 KV6073.Click photographs - Photos may exist for this station.
 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       -   193,302.       98,150.      MT  (+/- 10 meters HH2 GPS)
 KV6073
 KV6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9048791351(NAD 83)
 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
 KV6073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6073.See file dsdata.pdf to determine how the superseded data were derived.
 KV6073
 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 = JULY 24, 2026 22:12:30 EDT
 DO4838 ***********************************************************************
 DO4838  DESIGNATION -  10 L 2
 DO4838  PID         -  DO4838
 DO4838  STATE/COUNTY-  NJ/HUNTERDON
 DO4838  COUNTRY     -  US
 DO4838  USGS QUAD   -  FLEMINGTON (2019)
 DO4838
 DO4838                         *CURRENT SURVEY CONTROL
 DO4838  ______________________________________________________________________
 DO4838* NAD 83(1986) POSITION- 40 37 26.78   (N) 074 46 05.65   (W)   HD_HELD1
 DO4838* NAVD 88 ORTHO HEIGHT -    39.365 (meters)      129.15  (feet) ADJUSTED
 DO4838  ______________________________________________________________________
 DO4838  GEOID HEIGHT    -        -33.528 (meters)                     GEOID18
 DO4838  DYNAMIC HEIGHT  -         39.348 (meters)      129.09  (feet) COMP
 DO4838  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 DO4838
 DO4838  VERT ORDER      -  FIRST     CLASS II
 DO4838
 DO4838.The horizontal coordinates were determined by differentially corrected
 DO4838.hand held GPS observations or other comparable positioning techniques
 DO4838.and have an estimated accuracy of +/- 3 meters.
 DO4838
 DO4838.The orthometric height was determined by differential leveling and
 DO4838.adjusted by the NATIONAL GEODETIC SURVEY
 DO4838.in April 2013.
 DO4838
 DO4838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4838.GEOID18 height accuracy estimate available here.
 DO4838
 DO4838.Click photographs - Photos may exist for this station.
 DO4838
 DO4838.The dynamic height is computed by dividing the NAVD 88
 DO4838.geopotential number by the normal gravity value computed on the
 DO4838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4838.degrees latitude (g = 980.6199 gals.).
 DO4838
 DO4838.The modeled gravity was interpolated from observed gravity values.
 DO4838
 DO4838;                    North         East    Units  Estimated Accuracy
 DO4838;SPC NJ       -   198,843.1     127,306.4     MT  (+/- 3 meters HH1 GPS) 
 DO4838
 DO4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1960297056(NAD 83)
 DO4838
 DO4838                          SUPERSEDED SURVEY CONTROL
 DO4838
 DO4838.No superseded survey control is available for this station.
 DO4838
 DO4838_MARKER: Z = SEE DESCRIPTION
 DO4838_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO4838_STAMPING: 10 L 2
 DO4838_PROJECTION: RECESSED 5 CENTIMETERS
 DO4838_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO4838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4838+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2011
 DO4838
 DO4838  HISTORY     - Date     Condition        Report By
 DO4838  HISTORY     - UNK      MONUMENTED       NJDT
 DO4838  HISTORY     - 20111125 GOOD             NJGS
 DO4838
 DO4838                          STATION DESCRIPTION
 DO4838
 DO4838'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4838'THE STATION IS LOCATED IN READINGTON TOWNSHIP IN THE CENTER GRASS
 DO4838'MEDIAN OF U.S. HIGHWAY 22.
 DO4838'
 DO4838'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND
 DO4838'FLEMINGTON-WHITEHOUSE ROAD, COUNTY ROAD 523, GO NORTHWEST ON U.S.
 DO4838'HIGHWAY 22 FOR 0.23 MI (0.4 KM) TO THE STATION ON THE LEFT, SET ABOUT
 DO4838'2 INCH (5 CM) BELOW THE GROUND.
 DO4838'
 DO4838'THE STATION IS 37.9 FT (11.6 M) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DO4838'THE WESTBOUND LANES OF U.S. HIGHWAY 22, 108.8 FT (33.2 M)
 DO4838'WEST-NORTHWEST FROM A WOOD UTILITY POLE WITH NO NUMBER IN THE CENTER
 DO4838'GRASS MEDIAN AND 118.9 FT (36.2 M) WEST-NORTHWEST FROM A GREEN PAINTED
 DO4838'TRAFFIC SIGN, COUNTY ROAD 523 NORTH, OLDWICK, BEDMINSTER ON THE
 DO4838'NORTHEAST SIDE OF THE EASTBOUND LANES OF U.S. HIGHWAY 22.  THE STATION
 DO4838'IS ALSO IN RANGE WITH A LARGE YELLOW AND RED RECTANGULAR SIGN FOR THE
 DO4838'WELLS FARGO BANK ON NORTHEAST SIDE OF THE WESTBOUND LANES OF U.S.
 DO4838'HIGHWAY 22.
 DO4838'
 DO4838'THE STATION IS A 1 INCH (3 CM) DIAMETER BRASS PLUG WITH A 1/4 INCH (6
 DO4838'MM) DIAMETER DRILL HOLE SET FLUSH IN THE TOP OF A 6 INCH (15 CM)
 DO4838'SQUARE CONCRETE MONUMENT.
 DO4838'
 DO4838'THE STATION IS ALSO KNOWN AS U.S. HIGHWAY 22 BASELINE STATION
 DO4838'450+58.25.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6075 ***********************************************************************
 KV6075  DESIGNATION -  10 M 1
 KV6075  PID         -  KV6075
 KV6075  STATE/COUNTY-  NJ/HUNTERDON
 KV6075  COUNTRY     -  US
 KV6075  USGS QUAD   -  RIEGELSVILLE (2019)
 KV6075
 KV6075                         *CURRENT SURVEY CONTROL
 KV6075  ______________________________________________________________________
 KV6075* NAD 83(1986) POSITION- 40 34 38.     (N) 075 08 13.     (W)   SCALED
 KV6075* NAVD 88 ORTHO HEIGHT -    44.197 (meters)      145.00  (feet) ADJUSTED
 KV6075  ______________________________________________________________________
 KV6075  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 KV6075  DYNAMIC HEIGHT  -         44.176 (meters)      144.93  (feet) COMP
 KV6075  MODELED GRAVITY -    980,153.7   (mgal)                       NAVD 88
 KV6075
 KV6075  VERT ORDER      -  FIRST     CLASS I
 KV6075
 KV6075.The horizontal coordinates were scaled from a map and have
 KV6075.an estimated accuracy of +/- 6 seconds.
 KV6075
 KV6075.The orthometric height was determined by differential leveling and
 KV6075.adjusted by the NATIONAL GEODETIC SURVEY
 KV6075.in June 1991.
 KV6075
 KV6075.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6075.GEOID18 height accuracy estimate available here.
 KV6075
 KV6075.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK884918(NAD 83)
 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
 KV6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6075.See file dsdata.pdf to determine how the superseded data were derived.
 KV6075
 KV6075_MARKER: DD = SURVEY DISK
 KV6075_SETTING: 66 = SET IN 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 = JULY 24, 2026 22:12:30 EDT
 DO4839 ***********************************************************************
 DO4839  DESIGNATION -  10 M 2
 DO4839  PID         -  DO4839
 DO4839  STATE/COUNTY-  NJ/HUNTERDON
 DO4839  COUNTRY     -  US
 DO4839  USGS QUAD   -  RARITAN (2019)
 DO4839
 DO4839                         *CURRENT SURVEY CONTROL
 DO4839  ______________________________________________________________________
 DO4839* NAD 83(1986) POSITION- 40 36 55.59   (N) 074 44 15.45   (W)   HD_HELD1
 DO4839* NAVD 88 ORTHO HEIGHT -    72.145 (meters)      236.70  (feet) ADJUSTED
 DO4839  ______________________________________________________________________
 DO4839  GEOID HEIGHT    -        -33.500 (meters)                     GEOID18
 DO4839  DYNAMIC HEIGHT  -         72.113 (meters)      236.59  (feet) COMP
 DO4839  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 DO4839
 DO4839  VERT ORDER      -  FIRST     CLASS II
 DO4839
 DO4839.The horizontal coordinates were determined by differentially corrected
 DO4839.hand held GPS observations or other comparable positioning techniques
 DO4839.and have an estimated accuracy of +/- 3 meters.
 DO4839
 DO4839.The orthometric height was determined by differential leveling and
 DO4839.adjusted by the NATIONAL GEODETIC SURVEY
 DO4839.in April 2013.
 DO4839
 DO4839.No vertical observational check was made to the station.
 DO4839
 DO4839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4839.GEOID18 height accuracy estimate available here.
 DO4839
 DO4839.Click photographs - Photos may exist for this station.
 DO4839
 DO4839.The dynamic height is computed by dividing the NAVD 88
 DO4839.geopotential number by the normal gravity value computed on the
 DO4839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4839.degrees latitude (g = 980.6199 gals.).
 DO4839
 DO4839.The modeled gravity was interpolated from observed gravity values.
 DO4839
 DO4839;                    North         East    Units  Estimated Accuracy
 DO4839;SPC NJ       -   197,873.7     129,893.6     MT  (+/- 3 meters HH1 GPS) 
 DO4839
 DO4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2219396101(NAD 83)
 DO4839
 DO4839                          SUPERSEDED SURVEY CONTROL
 DO4839
 DO4839.No superseded survey control is available for this station.
 DO4839
 DO4839_MARKER: DD = SURVEY DISK
 DO4839_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO4839_SP_SET: CULVERT HEADWALL
 DO4839_STAMPING: 10 M 2 2011
 DO4839_MARK LOGO: NJGS
 DO4839_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4839+STABILITY: SURFACE MOTION
 DO4839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4839+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 DO4839
 DO4839  HISTORY     - Date     Condition        Report By
 DO4839  HISTORY     - 20111128 MONUMENTED       NJGS
 DO4839  HISTORY     - 20230824 GOOD             NJGS
 DO4839
 DO4839                          STATION DESCRIPTION
 DO4839
 DO4839'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4839'THE STATION IS LOCATED IN READINGTON TOWNSHIP IN THE CENTER GRASS
 DO4839'MEDIAN OF U.S. HIGHWAY 22.
 DO4839'
 DO4839'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND
 DO4839'FLEMINGTON-WHITEHOUSE ROAD, COUNTY ROAD 523, GO SOUTHEAST ON U.S.
 DO4839'HIGHWAY 22 FOR 1.50 MI (2.4 KM) TO THE STATION ON THE LEFT, SET FLUSH
 DO4839'IN A DRILL HOLE IN THE CENTER OF A CULVERT HEADWALL ON THE NORTHWEST
 DO4839'SIDE OF A CIRCULAR TURN AROUND IN THE GRASS MEDIAN AT THE TEE JUNCTION
 DO4839'WITH CODDINGTON ROAD TO THE SOUTHWEST.
 DO4839'
 DO4839'THE STATION IS 6.0 FT (1.8 M) NORTHWEST FROM THE NORTHWEST EDGE OF
 DO4839'PAVING OF THE CIRCULAR TURN AROUND, 35.1 FT (10.7 M) SOUTHWEST FROM
 DO4839'THE SOUTHWEST EDGE OF PAVING OF THE WESTBOUND LANES OF U.S. HIGHWAY
 DO4839'22, 35.0 FT (10.7 M) NORTHEAST FROM THE NORTHEAST EDGE OF PAVING OF
 DO4839'THE EASTBOUND LANES OF U.S. HIGHWAY 22 AND 27.7 FT (8.4 M) NORTHEAST
 DO4839'FROM A YIELD TRAFFIC SIGN ON THE NORTHEAST SIDE OF THE EASTBOUND LANES
 DO4839'OF U.S. HIGHWAY 22.
 DO4839
 DO4839                          STATION RECOVERY (2023)
 DO4839
 DO4839'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DO4839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6076 ***********************************************************************
 KV6076  DESIGNATION -  10 N 1
 KV6076  PID         -  KV6076
 KV6076  STATE/COUNTY-  NJ/HUNTERDON
 KV6076  COUNTRY     -  US
 KV6076  USGS QUAD   -  RIEGELSVILLE (2019)
 KV6076
 KV6076                         *CURRENT SURVEY CONTROL
 KV6076  ______________________________________________________________________
 KV6076* NAD 83(2011) POSITION- 40 34 02.42613(N) 075 09 43.84448(W)   ADJUSTED
 KV6076* NAD 83(2011) ELLIP HT-    11.506 (meters)        (06/27/12)   ADJUSTED
 KV6076* NAD 83(2011) EPOCH   -  2010.00
 KV6076* NAVD 88 ORTHO HEIGHT -    45.700 (meters)      149.93  (feet) ADJUSTED
 KV6076  ______________________________________________________________________
 KV6076  GEOID HEIGHT    -        -34.186 (meters)                     GEOID18
 KV6076  NAD 83(2011) X  -  1,242,515.006 (meters)                     COMP
 KV6076  NAD 83(2011) Y  - -4,690,192.475 (meters)                     COMP
 KV6076  NAD 83(2011) Z  -  4,126,050.703 (meters)                     COMP
 KV6076  LAPLACE CORR    -          3.33  (seconds)                    DEFLEC18
 KV6076  DYNAMIC HEIGHT  -         45.678 (meters)      149.86  (feet) COMP
 KV6076  MODELED GRAVITY -    980,148.4   (mgal)                       NAVD 88
 KV6076
 KV6076  VERT ORDER      -  FIRST     CLASS I
 KV6076
 KV6076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6076  Standards:
 KV6076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6076  -------------------------------------------------------------------
 KV6076  NETWORK    0.82   1.37           0.36   0.31   0.70      0.04789599
 KV6076  -------------------------------------------------------------------
 KV6076  Click here for local accuracies and other accuracy information.
 KV6076
 KV6076.The horizontal coordinates were established by GPS observations
 KV6076.and adjusted by the National Geodetic Survey in June 2012.
 KV6076
 KV6076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6076.been affixed to the stable North American tectonic plate. See 
 KV6076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6076
 KV6076.The horizontal coordinates are valid at the epoch date displayed above
 KV6076.which is a decimal equivalence of Year/Month/Day.
 KV6076
 KV6076.The orthometric height was determined by differential leveling and
 KV6076.adjusted by the NATIONAL GEODETIC SURVEY
 KV6076.in June 1991.
 KV6076
 KV6076.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6076.GEOID18 height accuracy estimate available here.
 KV6076
 KV6076.Click photographs - Photos may exist for this station.
 KV6076
 KV6076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6076
 KV6076.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6076
 KV6076.The ellipsoidal height was determined by GPS observations
 KV6076.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6076
 KV6076;                    North         East     Units Scale Factor Converg.
 KV6076;SPC NJ       -   192,716.378    93,930.143   MT  0.99993868   -0 25 50.4
 KV6076;SPC NJ       -   632,270.32    308,169.14   sFT  0.99993868   -0 25 50.4
 KV6076;SPC PA S     -   140,229.117   819,104.516   MT  0.99996157   +1 40 44.3
 KV6076;SPC PA S     -   460,068.36  2,687,345.40   sFT  0.99996157   +1 40 44.3
 KV6076;UTM  18      - 4,490,742.206   486,271.694   MT  0.99960232   -0 06 19.7
 KV6076
 KV6076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6076!SPC NJ       -   0.99999820  x   0.99993868  =   0.99993688
 KV6076!SPC PA S     -   0.99999820  x   0.99996157  =   0.99995977
 KV6076!UTM  18      -   0.99999820  x   0.99960232  =   0.99960052
 KV6076
 KV6076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8627190742(NAD 83)
 KV6076
 KV6076                          SUPERSEDED SURVEY CONTROL
 KV6076
 KV6076  NAD 83(2007)-  40 34 02.42650(N)    075 09 43.84542(W) AD(2002.00) 0
 KV6076  ELLIP H (02/10/07)   11.523  (m)                       GP(2002.00)    
 KV6076  ELLIP H (10/23/02)   11.521  (m)                       GP(       ) 4 1
 KV6076  NAD 83(1996)-  40 34 02.42685(N)    075 09 43.84550(W) AD(       ) 1
 KV6076  ELLIP H (05/14/99)   11.530  (m)                       GP(       ) 4 1
 KV6076  NAD 83(1986)-  40 34 02.42528(N)    075 09 43.84859(W) AD(       ) 1
 KV6076  NAVD 88              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
 KV6076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6076.See file dsdata.pdf to determine how the superseded data were derived.
 KV6076
 KV6076_MARKER: DD = SURVEY DISK
 KV6076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6076_STAMPING: 10 N 1 1988
 KV6076_MARK LOGO: NJGS
 KV6076_PROJECTION: RECESSED 10 CENTIMETERS
 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 - November 21, 2023
 KV6076
 KV6076  HISTORY     - Date     Condition        Report By
 KV6076  HISTORY     - 1988     MONUMENTED       NJGS
 KV6076  HISTORY     - 19930315 GOOD             NJGS
 KV6076  HISTORY     - 20070712 GOOD             AASCO
 KV6076  HISTORY     - 20231121 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.
 KV6076
 KV6076                          STATION RECOVERY (2007)
 KV6076
 KV6076'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GLB)
 KV6076'RECOVERED IN GOOD CONDITION.
 KV6076
 KV6076                          STATION RECOVERY (2023)
 KV6076
 KV6076'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JAR)
 KV6076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO4840 ***********************************************************************
 DO4840  DESIGNATION -  10 N 2
 DO4840  PID         -  DO4840
 DO4840  STATE/COUNTY-  NJ/HUNTERDON
 DO4840  COUNTRY     -  US
 DO4840  USGS QUAD   -  RARITAN (2019)
 DO4840
 DO4840                         *CURRENT SURVEY CONTROL
 DO4840  ______________________________________________________________________
 DO4840* NAD 83(1986) POSITION- 40 36 52.84   (N) 074 44 07.37   (W)   HD_HELD1
 DO4840* NAVD 88 ORTHO HEIGHT -    69.072 (meters)      226.61  (feet) ADJUSTED
 DO4840  ______________________________________________________________________
 DO4840  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 DO4840  DYNAMIC HEIGHT  -         69.041 (meters)      226.51  (feet) COMP
 DO4840  MODELED GRAVITY -    980,179.0   (mgal)                       NAVD 88
 DO4840
 DO4840  VERT ORDER      -  FIRST     CLASS II
 DO4840
 DO4840.The horizontal coordinates were determined by differentially corrected
 DO4840.hand held GPS observations or other comparable positioning techniques
 DO4840.and have an estimated accuracy of +/- 3 meters.
 DO4840
 DO4840.The orthometric height was determined by differential leveling and
 DO4840.adjusted by the NATIONAL GEODETIC SURVEY
 DO4840.in April 2013.
 DO4840
 DO4840.No vertical observational check was made to the station.
 DO4840
 DO4840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4840.GEOID18 height accuracy estimate available here.
 DO4840
 DO4840.Click photographs - Photos may exist for this station.
 DO4840
 DO4840.The dynamic height is computed by dividing the NAVD 88
 DO4840.geopotential number by the normal gravity value computed on the
 DO4840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4840.degrees latitude (g = 980.6199 gals.).
 DO4840
 DO4840.The modeled gravity was interpolated from observed gravity values.
 DO4840
 DO4840;                    North         East    Units  Estimated Accuracy
 DO4840;SPC NJ       -   197,788.4     130,083.3     MT  (+/- 3 meters HH1 GPS) 
 DO4840
 DO4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2238496017(NAD 83)
 DO4840
 DO4840                          SUPERSEDED SURVEY CONTROL
 DO4840
 DO4840.No superseded survey control is available for this station.
 DO4840
 DO4840_MARKER: Z = SEE DESCRIPTION
 DO4840_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO4840_STAMPING: 10 N 2
 DO4840_PROJECTION: RECESSED 5 CENTIMETERS
 DO4840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO4840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4840+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2011
 DO4840
 DO4840  HISTORY     - Date     Condition        Report By
 DO4840  HISTORY     - UNK      MONUMENTED       NJDT
 DO4840  HISTORY     - 20111125 GOOD             NJGS
 DO4840
 DO4840                          STATION DESCRIPTION
 DO4840
 DO4840'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4840'THE STATION IS LOCATED IN READINGTON TOWNSHIP IN THE CENTER GRASS
 DO4840'MEDIAN OF U.S. HIGHWAY 22.
 DO4840'
 DO4840'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND
 DO4840'FLEMINGTON-WHITEHOUSE ROAD, COUNTY ROAD 523, GO SOUTHEAST ON U.S.
 DO4840'HIGHWAY 22 FOR 1.63 MI (2.6 KM) TO THE STATION ON THE LEFT, SET ABOUT
 DO4840'2 INCH (5 CM) BELOW THE GROUND, ALONG THE NORTH SIDE OF A ROW OF
 DO4840'BUSHES IN THE CENTER GRASS MEDIAN.
 DO4840'
 DO4840'THE STATION IS 25.8 FT (7.9 M) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 DO4840'PAVING OF THE WESTBOUND LANES OF U.S. HIGHWAY 22, 74.1 FT (22.6 M)
 DO4840'NORTHWEST FROM THE CENTER OF AN INLET IN THE CENTER GRASS MEDIAN, 72.5
 DO4840'FT (22.1 M) SOUTH AND ACROSS THE HIGHWAY FROM WOOD UTILITY POLE NUMBER
 DO4840'G-26-1 ON THE NORTHEAST SIDE OF THE WESTBOUND LANES OF U.S. HIGHWAY 22
 DO4840'AND 52.1 FT (15.9 M) SOUTHEAST ALONG THE CENTER GRASS MEDIAN FROM THE
 DO4840'CENTERLINE EXTENDED OF BISHOP PLACE ON THE NORTHEAST SIDE OF THE
 DO4840'WESTBOUND LANES OF U.S. HIGHWAY 22.
 DO4840'
 DO4840'THE STATION IS A 1 INCH (3 CM) DIAMETER BRASS PLUG WITH A 1/4 INCH (6
 DO4840'MM) DIAMETER DRILL HOLE SET FLUSH IN THE TOP OF A 6 INCH (15 CM)
 DO4840'SQUARE CONCRETE MONUMENT.
 DO4840'
 DO4840'THE STATION IS ALSO KNOWN AS U.S. HIGHWAY 22 BASELINE STATION
 DO4840'552+41.34.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6077 ***********************************************************************
 KV6077  DESIGNATION -  10 P 1
 KV6077  PID         -  KV6077
 KV6077  STATE/COUNTY-  NJ/HUNTERDON
 KV6077  COUNTRY     -  US
 KV6077  USGS QUAD   -  RIEGELSVILLE (2019)
 KV6077
 KV6077                         *CURRENT SURVEY CONTROL
 KV6077  ______________________________________________________________________
 KV6077* NAD 83(2011) POSITION- 40 34 28.76263(N) 075 11 16.87837(W)   ADJUSTED
 KV6077* NAD 83(2011) ELLIP HT-    12.764 (meters)        (06/27/12)   ADJUSTED
 KV6077* NAD 83(2011) EPOCH   -  2010.00
 KV6077* NAVD 88 ORTHO HEIGHT -    46.981 (meters)      154.14  (feet) ADJUSTED
 KV6077  ______________________________________________________________________
 KV6077  GEOID HEIGHT    -        -34.215 (meters)                     GEOID18
 KV6077  NAD 83(2011) X  -  1,240,264.581 (meters)                     COMP
 KV6077  NAD 83(2011) Y  - -4,690,242.542 (meters)                     COMP
 KV6077  NAD 83(2011) Z  -  4,126,668.604 (meters)                     COMP
 KV6077  LAPLACE CORR    -          2.86  (seconds)                    DEFLEC18
 KV6077  DYNAMIC HEIGHT  -         46.959 (meters)      154.06  (feet) COMP
 KV6077  MODELED GRAVITY -    980,151.4   (mgal)                       NAVD 88
 KV6077
 KV6077  VERT ORDER      -  FIRST     CLASS I
 KV6077
 KV6077  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6077  Standards:
 KV6077         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6077            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6077  -------------------------------------------------------------------
 KV6077  NETWORK    0.85   1.43           0.36   0.33   0.73      0.06767395
 KV6077  -------------------------------------------------------------------
 KV6077  Click here for local accuracies and other accuracy information.
 KV6077
 KV6077.The horizontal coordinates were established by GPS observations
 KV6077.and adjusted by the National Geodetic Survey in June 2012.
 KV6077
 KV6077.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6077.been affixed to the stable North American tectonic plate. See 
 KV6077.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6077
 KV6077.The horizontal coordinates are valid at the epoch date displayed above
 KV6077.which is a decimal equivalence of Year/Month/Day.
 KV6077
 KV6077.The orthometric height was determined by differential leveling and
 KV6077.adjusted by the NATIONAL GEODETIC SURVEY
 KV6077.in June 1991.
 KV6077
 KV6077.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6077.GEOID18 height accuracy estimate available here.
 KV6077
 KV6077.Click photographs - Photos may exist for this station.
 KV6077
 KV6077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6077
 KV6077.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6077
 KV6077.The ellipsoidal height was determined by GPS observations
 KV6077.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6077
 KV6077;                    North         East     Units Scale Factor Converg.
 KV6077;SPC NJ       -   193,545.451    91,748.243   MT  0.99994175   -0 26 51.1
 KV6077;SPC NJ       -   634,990.37    301,010.69   sFT  0.99994175   -0 26 51.1
 KV6077;SPC PA S     -   140,977.323   816,893.527   MT  0.99996183   +1 39 43.9
 KV6077;SPC PA S     -   462,523.10  2,680,091.51   sFT  0.99996183   +1 39 43.9
 KV6077;UTM  18      - 4,491,558.605   484,085.861   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8408591558(NAD 83)
 KV6077
 KV6077                          SUPERSEDED SURVEY CONTROL
 KV6077
 KV6077  NAD 83(2007)-  40 34 28.76300(N)    075 11 16.87935(W) AD(2002.00) 0
 KV6077  ELLIP H (02/10/07)   12.780  (m)                       GP(2002.00)    
 KV6077  ELLIP H (10/23/02)   12.777  (m)                       GP(       ) 4 1
 KV6077  NAD 83(1996)-  40 34 28.76329(N)    075 11 16.87951(W) AD(       ) 1
 KV6077  ELLIP H (05/14/99)   12.784  (m)                       GP(       ) 4 1
 KV6077  NAD 83(1986)-  40 34 28.76170(N)    075 11 16.88216(W) AD(       ) 1
 KV6077  NAVD 88              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
 KV6077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6077.See file dsdata.pdf to determine how the superseded data were derived.
 KV6077
 KV6077_MARKER: DD = SURVEY DISK
 KV6077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6077_STAMPING: 10 P 1 1988
 KV6077_MARK LOGO: NJGS
 KV6077_PROJECTION: RECESSED 3 CENTIMETERS
 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 - September 12, 2019
 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  HISTORY     - 20180611 GOOD             USGS
 KV6077  HISTORY     - 20190912 GOOD             NJGS
 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.
 KV6077
 KV6077                          STATION RECOVERY (2018)
 KV6077
 KV6077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2018 (JK)
 KV6077'RECOVERED IN GOOD CONDITION.
 KV6077
 KV6077                          STATION RECOVERY (2019)
 KV6077
 KV6077'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO4841 ***********************************************************************
 DO4841  DESIGNATION -  10 P 2
 DO4841  PID         -  DO4841
 DO4841  STATE/COUNTY-  NJ/HUNTERDON
 DO4841  COUNTRY     -  US
 DO4841  USGS QUAD   -  RARITAN (2019)
 DO4841
 DO4841                         *CURRENT SURVEY CONTROL
 DO4841  ______________________________________________________________________
 DO4841* NAD 83(1986) POSITION- 40 36 51.93   (N) 074 44 04.70   (W)   HD_HELD1
 DO4841* NAVD 88 ORTHO HEIGHT -    68.035 (meters)      223.21  (feet) ADJUSTED
 DO4841  ______________________________________________________________________
 DO4841  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 DO4841  DYNAMIC HEIGHT  -         68.005 (meters)      223.11  (feet) COMP
 DO4841  MODELED GRAVITY -    980,179.0   (mgal)                       NAVD 88
 DO4841
 DO4841  VERT ORDER      -  FIRST     CLASS II
 DO4841
 DO4841.The horizontal coordinates were determined by differentially corrected
 DO4841.hand held GPS observations or other comparable positioning techniques
 DO4841.and have an estimated accuracy of +/- 3 meters.
 DO4841
 DO4841.The orthometric height was determined by differential leveling and
 DO4841.adjusted by the NATIONAL GEODETIC SURVEY
 DO4841.in April 2013.
 DO4841
 DO4841.No vertical observational check was made to the station.
 DO4841
 DO4841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4841.GEOID18 height accuracy estimate available here.
 DO4841
 DO4841.Click photographs - Photos may exist for this station.
 DO4841
 DO4841.The dynamic height is computed by dividing the NAVD 88
 DO4841.geopotential number by the normal gravity value computed on the
 DO4841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4841.degrees latitude (g = 980.6199 gals.).
 DO4841
 DO4841.The modeled gravity was interpolated from observed gravity values.
 DO4841
 DO4841;                    North         East    Units  Estimated Accuracy
 DO4841;SPC NJ       -   197,760.1     130,146.0     MT  (+/- 3 meters HH1 GPS) 
 DO4841
 DO4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2244695989(NAD 83)
 DO4841
 DO4841                          SUPERSEDED SURVEY CONTROL
 DO4841
 DO4841.No superseded survey control is available for this station.
 DO4841
 DO4841_MARKER: Z = SEE DESCRIPTION
 DO4841_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO4841_STAMPING: 10 P 2
 DO4841_PROJECTION: RECESSED 5 CENTIMETERS
 DO4841_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO4841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4841+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2011
 DO4841
 DO4841  HISTORY     - Date     Condition        Report By
 DO4841  HISTORY     - UNK      MONUMENTED       NJDT
 DO4841  HISTORY     - 20111125 GOOD             NJGS
 DO4841
 DO4841                          STATION DESCRIPTION
 DO4841
 DO4841'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4841'THE STATION IS LOCATED IN READINGTON TOWNSHIP IN THE CENTER GRASS
 DO4841'MEDIAN OF U.S. HIGHWAY 22.
 DO4841'
 DO4841'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND
 DO4841'FLEMINGTON-WHITEHOUSE ROAD, COUNTY ROAD 523, GO SOUTHEAST ON U.S.
 DO4841'HIGHWAY 22 FOR 1.67 MI (2.7 KM) TO THE STATION ON THE LEFT, SET ABOUT
 DO4841'2 INCH (5 CM) BELOW THE GROUND, ALONG THE NORTH SIDE OF A ROW OF
 DO4841'BUSHES IN THE CENTER GRASS MEDIAN.
 DO4841'
 DO4841'THE STATION IS 25.0 FT (7.6 M) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 DO4841'PAVING OF THE WESTBOUND LANES OF U.S. HIGHWAY 22, 153.7 FT (46.8 M)
 DO4841'SOUTHEAST FROM THE CENTER OF AN INLET IN THE CENTER GRASS MEDIAN, 74.2
 DO4841'FT (22.6 M) SOUTHEAST AND ACROSS THE HIGHWAY FROM WOOD UTILITY POLE
 DO4841'NUMBER JC 1715 ON THE NORTHEAST SIDE OF THE WESTBOUND LANES OF U.S.
 DO4841'HIGHWAY 22 AND 24.6 FT (7.5 M) SOUTHEAST ALONG THE CENTER GRASS MEDIAN
 DO4841'FROM MILE POST MARKER 27.5 ON THE NORTHEAST SIDE OF THE WESTBOUND
 DO4841'LANES OF U.S. HIGHWAY 22.
 DO4841'
 DO4841'THE STATION IS A 1 INCH (3 CM) DIAMETER BRASS PLUG WITH A 1/4 INCH (6
 DO4841'MM) DIAMETER DRILL HOLE SET FLUSH IN THE TOP OF A 6 INCH (15 CM)
 DO4841'SQUARE CONCRETE MONUMENT.
 DO4841'
 DO4841'THE STATION IS ALSO KNOWN AS U.S. HIGHWAY 22 BASELINE STATION
 DO4841'552+41.34.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0926 ***********************************************************************
 JU0926  DESIGNATION -  10 PRR
 JU0926  PID         -  JU0926
 JU0926  STATE/COUNTY-  NJ/CAMDEN
 JU0926  COUNTRY     -  US
 JU0926  USGS QUAD   -  CAMDEN (2019)
 JU0926
 JU0926                         *CURRENT SURVEY CONTROL
 JU0926  ______________________________________________________________________
 JU0926* NAD 83(1986) POSITION- 39 58 49.     (N) 075 03 58.     (W)   SCALED
 JU0926* NAVD 88 ORTHO HEIGHT -    14.962 (meters)       49.09  (feet) ADJUSTED
 JU0926  ______________________________________________________________________
 JU0926  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 JU0926  DYNAMIC HEIGHT  -         14.956 (meters)       49.07  (feet) COMP
 JU0926  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 JU0926
 JU0926  VERT ORDER      -  FIRST     CLASS I
 JU0926
 JU0926.The horizontal coordinates were scaled from a map and have
 JU0926.an estimated accuracy of +/- 6 seconds.
 JU0926
 JU0926.The orthometric height was determined by differential leveling and
 JU0926.adjusted by the NATIONAL GEODETIC SURVEY
 JU0926.in June 1991.
 JU0926
 JU0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0926.GEOID18 height accuracy estimate available here.
 JU0926
 JU0926.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK943255(NAD 83)
 JU0926
 JU0926                          SUPERSEDED SURVEY CONTROL
 JU0926
 JU0926  NGVD 29 (01/10/92)   15.282  (m)           50.14   (f) ADJUSTED    1 1
 JU0926  NGVD 29 (??/??/87)   15.298  (m)           50.19   (f) SUPERSEDED  1 1
 JU0926
 JU0926.Superseded values are not recommended for survey control.
 JU0926
 JU0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0926.See file dsdata.pdf to determine how the superseded data were derived.
 JU0926
 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 = JULY 24, 2026 22:12:30 EDT
 KV6085 ***********************************************************************
 KV6085  DESIGNATION -  10 Q 1
 KV6085  PID         -  KV6085
 KV6085  STATE/COUNTY-  NJ/HUNTERDON
 KV6085  COUNTRY     -  US
 KV6085  USGS QUAD   -  RIEGELSVILLE (2019)
 KV6085
 KV6085                         *CURRENT SURVEY CONTROL
 KV6085  ______________________________________________________________________
 KV6085* NAD 83(1986) POSITION- 40 34 22.     (N) 075 09 00.     (W)   SCALED
 KV6085* NAVD 88 ORTHO HEIGHT -    40.863 (meters)      134.06  (feet) ADJUSTED
 KV6085  ______________________________________________________________________
 KV6085  GEOID HEIGHT    -        -34.163 (meters)                     GEOID18
 KV6085  DYNAMIC HEIGHT  -         40.844 (meters)      134.00  (feet) COMP
 KV6085  MODELED GRAVITY -    980,154.9   (mgal)                       NAVD 88
 KV6085
 KV6085  VERT ORDER      -  FIRST     CLASS I
 KV6085
 KV6085.The horizontal coordinates were scaled from a map and have
 KV6085.an estimated accuracy of +/- 6 seconds.
 KV6085
 KV6085.The orthometric height was determined by differential leveling and
 KV6085.adjusted by the NATIONAL GEODETIC SURVEY
 KV6085.in June 1991.
 KV6085
 KV6085.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6085.GEOID18 height accuracy estimate available here.
 KV6085
 KV6085.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK873913(NAD 83)
 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
 KV6085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6085.See file dsdata.pdf to determine how the superseded data were derived.
 KV6085
 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 = JULY 24, 2026 22:12:30 EDT
 KV6086 ***********************************************************************
 KV6086  DESIGNATION -  10 R 1
 KV6086  PID         -  KV6086
 KV6086  STATE/COUNTY-  NJ/HUNTERDON
 KV6086  COUNTRY     -  US
 KV6086  USGS QUAD   -  RIEGELSVILLE (2019)
 KV6086
 KV6086                         *CURRENT SURVEY CONTROL
 KV6086  ______________________________________________________________________
 KV6086* NAD 83(1986) POSITION- 40 34 56.     (N) 075 11 23.     (W)   SCALED
 KV6086* NAVD 88 ORTHO HEIGHT -    48.025 (meters)      157.56  (feet) ADJUSTED
 KV6086  ______________________________________________________________________
 KV6086  GEOID HEIGHT    -        -34.209 (meters)                     GEOID18
 KV6086  DYNAMIC HEIGHT  -         48.002 (meters)      157.49  (feet) COMP
 KV6086  MODELED GRAVITY -    980,156.8   (mgal)                       NAVD 88
 KV6086
 KV6086  VERT ORDER      -  FIRST     CLASS I
 KV6086
 KV6086.The horizontal coordinates were scaled from a map and have
 KV6086.an estimated accuracy of +/- 6 seconds.
 KV6086
 KV6086.The orthometric height was determined by differential leveling and
 KV6086.adjusted by the NATIONAL GEODETIC SURVEY
 KV6086.in June 1991.
 KV6086
 KV6086.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6086.GEOID18 height accuracy estimate available here.
 KV6086
 KV6086.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK839923(NAD 83)
 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
 KV6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6086.See file dsdata.pdf to determine how the superseded data were derived.
 KV6086
 KV6086_MARKER: DD = SURVEY DISK
 KV6086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6871 ***********************************************************************
 KV6871  DESIGNATION -  10 T 1
 KV6871  PID         -  KV6871
 KV6871  STATE/COUNTY-  NJ/HUNTERDON
 KV6871  COUNTRY     -  US
 KV6871  USGS QUAD   -  FRENCHTOWN (2019)
 KV6871
 KV6871                         *CURRENT SURVEY CONTROL
 KV6871  ______________________________________________________________________
 KV6871* NAD 83(2011) POSITION- 40 36 46.45657(N) 075 07 16.63407(W)   ADJUSTED
 KV6871* NAD 83(2011) ELLIP HT-   165.195 (meters)        (06/27/12)   ADJUSTED
 KV6871* NAD 83(2011) EPOCH   -  2010.00
 KV6871* NAVD 88 ORTHO HEIGHT -   199.3   (meters)      654.    (feet) GPS OBS
 KV6871  ______________________________________________________________________
 KV6871  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6871  GEOID HEIGHT    -        -34.320 (meters)                     GEOID93
 KV6871  GEOID HEIGHT    -        -34.048 (meters)                     GEOID18
 KV6871  NAD 83(2011) X  -  1,245,046.704 (meters)                     COMP
 KV6871  NAD 83(2011) Y  - -4,686,235.571 (meters)                     COMP
 KV6871  NAD 83(2011) Z  -  4,129,993.006 (meters)                     COMP
 KV6871  LAPLACE CORR    -          3.24  (seconds)                    DEFLEC18
 KV6871
 KV6871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6871  Standards:
 KV6871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6871  -------------------------------------------------------------------
 KV6871  NETWORK    0.74   1.25           0.32   0.28   0.64      0.00720558
 KV6871  -------------------------------------------------------------------
 KV6871  Click here for local accuracies and other accuracy information.
 KV6871
 KV6871.The horizontal coordinates were established by GPS observations
 KV6871.and adjusted by the National Geodetic Survey in June 2012.
 KV6871
 KV6871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6871.been affixed to the stable North American tectonic plate. See 
 KV6871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6871
 KV6871.The horizontal coordinates are valid at the epoch date displayed above
 KV6871.which is a decimal equivalence of Year/Month/Day.
 KV6871
 KV6871.The orthometric height was determined by GPS observations and a
 KV6871.high-resolution geoid model.
 KV6871
 KV6871.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6871.GEOID18 height accuracy estimate available here.
 KV6871
 KV6871.Click photographs - Photos may exist for this station.
 KV6871
 KV6871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6871
 KV6871.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6871
 KV6871.The ellipsoidal height was determined by GPS observations
 KV6871.and is referenced to NAD 83.
 KV6871
 KV6871. The following values were computed from the NAD 83(2011) position.
 KV6871
 KV6871;                    North         East     Units Scale Factor Converg.
 KV6871;SPC NJ       -   197,750.397    97,428.363   MT  0.99993401   -0 24 16.0
 KV6871;SPC NJ       -   648,786.09    319,646.22   sFT  0.99993401   -0 24 16.0
 KV6871;SPC PA S     -   145,388.642   822,415.128   MT  0.99996350   +1 42 19.8
 KV6871;SPC PA S     -   476,995.90  2,698,206.97   sFT  0.99996350   +1 42 19.8
 KV6871;UTM  18      - 4,495,794.316   489,740.113   MT  0.99960130   -0 04 44.2
 KV6871
 KV6871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6871!SPC NJ       -   0.99997409  x   0.99993401  =   0.99990810
 KV6871!SPC PA S     -   0.99997409  x   0.99996350  =   0.99993759
 KV6871!UTM  18      -   0.99997409  x   0.99960130  =   0.99957540
 KV6871
 KV6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8974095794(NAD 83)
 KV6871
 KV6871                          SUPERSEDED SURVEY CONTROL
 KV6871
 KV6871  NAD 83(2007)-  40 36 46.45695(N)    075 07 16.63503(W) AD(2002.00) 0
 KV6871  ELLIP H (02/10/07)  165.212  (m)                       GP(2002.00)    
 KV6871  ELLIP H (10/23/02)  165.209  (m)                       GP(       ) 4 1
 KV6871  NAD 83(1996)-  40 36 46.45727(N)    075 07 16.63515(W) AD(       ) 1
 KV6871  ELLIP H (05/14/99)  165.218  (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
 KV6871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6871.See file dsdata.pdf to determine how the superseded data were derived.
 KV6871
 KV6871_MARKER: DD = SURVEY DISK
 KV6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - October 12, 2015
 KV6871
 KV6871  HISTORY     - Date     Condition        Report By
 KV6871  HISTORY     - 1993     MONUMENTED       NJGS
 KV6871  HISTORY     - 20030910 GOOD             AAAS
 KV6871  HISTORY     - 20110319 GOOD             INDIV
 KV6871  HISTORY     - 20151012 GOOD             JMT
 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
 KV6871
 KV6871                          STATION RECOVERY (2011)
 KV6871
 KV6871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JMH)
 KV6871'MARK FOUND IN GOOD CONDITION, NO CHANGE IN TIES. MARK IS 0.30' BELOW
 KV6871'GROUND LEVEL NOT FLUSH WITH GROUND
 KV6871
 KV6871                          STATION RECOVERY (2015)
 KV6871
 KV6871'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2015 (AS)
 KV6871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6872 ***********************************************************************
 KV6872  DESIGNATION -  10 U 1
 KV6872  PID         -  KV6872
 KV6872  STATE/COUNTY-  NJ/HUNTERDON
 KV6872  COUNTRY     -  US
 KV6872  USGS QUAD   -  STOCKTON (2019)
 KV6872
 KV6872                         *CURRENT SURVEY CONTROL
 KV6872  ______________________________________________________________________
 KV6872* NAD 83(2011) POSITION- 40 26 20.30432(N) 074 56 28.76477(W)   ADJUSTED
 KV6872* NAD 83(2011) ELLIP HT-    71.813 (meters)        (06/27/12)   ADJUSTED
 KV6872* NAD 83(2011) EPOCH   -  2010.00
 KV6872* NAVD 88 ORTHO HEIGHT -   105.8   (meters)      347.    (feet) GPS OBS
 KV6872  ______________________________________________________________________
 KV6872  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6872  GEOID HEIGHT    -        -34.170 (meters)                     GEOID93
 KV6872  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 KV6872  NAD 83(2011) X  -  1,263,002.069 (meters)                     COMP
 KV6872  NAD 83(2011) Y  - -4,694,352.710 (meters)                     COMP
 KV6872  NAD 83(2011) Z  -  4,115,251.148 (meters)                     COMP
 KV6872  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 KV6872
 KV6872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6872  Standards:
 KV6872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6872  -------------------------------------------------------------------
 KV6872  NETWORK    0.50   0.76           0.19   0.22   0.39     -0.07044768
 KV6872  -------------------------------------------------------------------
 KV6872  Click here for local accuracies and other accuracy information.
 KV6872
 KV6872.The horizontal coordinates were established by GPS observations
 KV6872.and adjusted by the National Geodetic Survey in June 2012.
 KV6872
 KV6872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6872.been affixed to the stable North American tectonic plate. See 
 KV6872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6872
 KV6872.The horizontal coordinates are valid at the epoch date displayed above
 KV6872.which is a decimal equivalence of Year/Month/Day.
 KV6872
 KV6872.The orthometric height was determined by GPS observations and a
 KV6872.high-resolution geoid model.
 KV6872
 KV6872.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6872.GEOID18 height accuracy estimate available here.
 KV6872
 KV6872.Click photographs - Photos may exist for this station.
 KV6872
 KV6872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6872
 KV6872.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6872
 KV6872.The ellipsoidal height was determined by GPS observations
 KV6872.and is referenced to NAD 83.
 KV6872
 KV6872. The following values were computed from the NAD 83(2011) position.
 KV6872
 KV6872;                    North         East     Units Scale Factor Converg.
 KV6872;SPC NJ       -   178,346.169   112,559.797   MT  0.99991725   -0 17 10.5
 KV6872;SPC NJ       -   585,124.06    369,289.93   sFT  0.99991725   -0 17 10.5
 KV6872;SPC PA S     -   126,553.777   838,251.013   MT  0.99995952   +1 49 20.1
 KV6872;SPC PA S     -   415,201.85  2,750,161.87   sFT  0.99995952   +1 49 20.1
 KV6872;UTM  18      - 4,476,482.480   504,976.385   MT  0.99960030   +0 02 17.0
 KV6872
 KV6872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6872!SPC NJ       -   0.99998873  x   0.99991725  =   0.99990599
 KV6872!SPC PA S     -   0.99998873  x   0.99995952  =   0.99994826
 KV6872!UTM  18      -   0.99998873  x   0.99960030  =   0.99958904
 KV6872
 KV6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0497676482(NAD 83)
 KV6872
 KV6872                          SUPERSEDED SURVEY CONTROL
 KV6872
 KV6872  NAD 83(2007)-  40 26 20.30470(N)    074 56 28.76563(W) AD(2002.00) 0
 KV6872  ELLIP H (02/10/07)   71.836  (m)                       GP(2002.00)    
 KV6872  ELLIP H (10/23/02)   71.843  (m)                       GP(       ) 4 1
 KV6872  NAD 83(1996)-  40 26 20.30492(N)    074 56 28.76559(W) AD(       ) 1
 KV6872  ELLIP H (05/14/99)   71.842  (m)                       GP(       ) 4 1
 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
 KV6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6872.See file dsdata.pdf to determine how the superseded data were derived.
 KV6872
 KV6872_MARKER: DD = SURVEY DISK
 KV6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6872_STAMPING: 10 U 1 1993
 KV6872_MARK LOGO: NJGS
 KV6872_PROJECTION: FLUSH
 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 - October 02, 2025
 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  HISTORY     - 20211006 GOOD             NJGS
 KV6872  HISTORY     - 20251002 GOOD             AAAS
 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.
 KV6872
 KV6872                          STATION RECOVERY (2021)
 KV6872
 KV6872'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV6872'RECOVERED IN GOOD CONDITION.
 KV6872
 KV6872                          STATION RECOVERY (2025)
 KV6872
 KV6872'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6873 ***********************************************************************
 KV6873  DESIGNATION -  10 V 1
 KV6873  PID         -  KV6873
 KV6873  STATE/COUNTY-  NJ/HUNTERDON
 KV6873  COUNTRY     -  US
 KV6873  USGS QUAD   -  HOPEWELL (2019)
 KV6873
 KV6873                         *CURRENT SURVEY CONTROL
 KV6873  ______________________________________________________________________
 KV6873* NAD 83(2011) POSITION- 40 26 28.51286(N) 074 48 18.60024(W)   ADJUSTED
 KV6873* NAD 83(2011) ELLIP HT-    37.790 (meters)        (06/27/12)   ADJUSTED
 KV6873* NAD 83(2011) EPOCH   -  2010.00
 KV6873* NAVD 88 ORTHO HEIGHT -    71.5   (meters)      235.    (feet) GPS OBS
 KV6873  ______________________________________________________________________
 KV6873  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6873  GEOID HEIGHT    -        -33.930 (meters)                     GEOID93
 KV6873  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 KV6873  NAD 83(2011) X  -  1,274,104.246 (meters)                     COMP
 KV6873  NAD 83(2011) Y  - -4,691,154.595 (meters)                     COMP
 KV6873  NAD 83(2011) Z  -  4,115,421.784 (meters)                     COMP
 KV6873  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 KV6873
 KV6873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6873  Standards:
 KV6873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6873  -------------------------------------------------------------------
 KV6873  NETWORK    0.45   0.61           0.16   0.20   0.31     -0.09847694
 KV6873  -------------------------------------------------------------------
 KV6873  Click here for local accuracies and other accuracy information.
 KV6873
 KV6873.The horizontal coordinates were established by GPS observations
 KV6873.and adjusted by the National Geodetic Survey in June 2012.
 KV6873
 KV6873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6873.been affixed to the stable North American tectonic plate. See 
 KV6873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6873
 KV6873.The horizontal coordinates are valid at the epoch date displayed above
 KV6873.which is a decimal equivalence of Year/Month/Day.
 KV6873
 KV6873.The orthometric height was determined by GPS observations and a
 KV6873.high-resolution geoid model.
 KV6873
 KV6873.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6873.GEOID18 height accuracy estimate available here.
 KV6873
 KV6873.Click photographs - Photos may exist for this station.
 KV6873
 KV6873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6873
 KV6873.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6873
 KV6873.The ellipsoidal height was determined by GPS observations
 KV6873.and is referenced to NAD 83.
 KV6873
 KV6873. The following values were computed from the NAD 83(2011) position.
 KV6873
 KV6873;                    North         East     Units Scale Factor Converg.
 KV6873;SPC NJ       -   178,550.530   124,111.717   MT  0.99990825   -0 11 52.6
 KV6873;SPC NJ       -   585,794.53    407,189.86   sFT  0.99990825   -0 11 52.6
 KV6873;UTM  18      - 4,476,752.145   516,523.371   MT  0.99960336   +0 07 35.0
 KV6873
 KV6873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6873!SPC NJ       -   0.99999407  x   0.99990825  =   0.99990232
 KV6873!UTM  18      -   0.99999407  x   0.99960336  =   0.99959743
 KV6873
 KV6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1652376752(NAD 83)
 KV6873
 KV6873                          SUPERSEDED SURVEY CONTROL
 KV6873
 KV6873  NAD 83(2007)-  40 26 28.51330(N)    074 48 18.60118(W) AD(2002.00) 0
 KV6873  ELLIP H (02/10/07)   37.816  (m)                       GP(2002.00)    
 KV6873  ELLIP H (10/23/02)   37.838  (m)                       GP(       ) 4 1
 KV6873  NAD 83(1996)-  40 26 28.51366(N)    074 48 18.60125(W) AD(       ) 1
 KV6873  ELLIP H (05/14/99)   37.851  (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
 KV6873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6873.See file dsdata.pdf to determine how the superseded data were derived.
 KV6873
 KV6873_MARKER: DD = SURVEY DISK
 KV6873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6873_STAMPING: 10 V 1 1993
 KV6873_MARK LOGO: NJGS
 KV6873_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 DM7806 ***********************************************************************
 DM7806  DESIGNATION -  10 W 1
 DM7806  PID         -  DM7806
 DM7806  STATE/COUNTY-  NJ/HUNTERDON
 DM7806  COUNTRY     -  US
 DM7806  USGS QUAD   -  PITTSTOWN (2019)
 DM7806
 DM7806                         *CURRENT SURVEY CONTROL
 DM7806  ______________________________________________________________________
 DM7806* NAD 83(1986) POSITION- 40 30 15.75   (N) 074 54 00.06   (W)   HD_HELD1
 DM7806* NAVD 88 ORTHO HEIGHT -   139.926 (meters)      459.07  (feet) ADJUSTED
 DM7806  ______________________________________________________________________
 DM7806  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 DM7806  DYNAMIC HEIGHT  -        139.859 (meters)      458.85  (feet) COMP
 DM7806  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 DM7806
 DM7806  VERT ORDER      -  SECOND    CLASS II
 DM7806
 DM7806.The horizontal coordinates were determined by differentially corrected
 DM7806.hand held GPS observations or other comparable positioning techniques
 DM7806.and have an estimated accuracy of +/- 3 meters.
 DM7806
 DM7806.The orthometric height was determined by differential leveling and
 DM7806.adjusted by the NATIONAL GEODETIC SURVEY
 DM7806.in April 2013.
 DM7806
 DM7806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7806.GEOID18 height accuracy estimate available here.
 DM7806
 DM7806.Click photographs - Photos may exist for this station.
 DM7806
 DM7806.The dynamic height is computed by dividing the NAVD 88
 DM7806.geopotential number by the normal gravity value computed on the
 DM7806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7806.degrees latitude (g = 980.6199 gals.).
 DM7806
 DM7806.The modeled gravity was interpolated from observed gravity values.
 DM7806
 DM7806;                    North         East    Units  Estimated Accuracy
 DM7806;SPC NJ       -   185,591.2     116,097.0     MT  (+/- 3 meters HH1 GPS) 
 DM7806
 DM7806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0847183745(NAD 83)
 DM7806
 DM7806                          SUPERSEDED SURVEY CONTROL
 DM7806
 DM7806.No superseded survey control is available for this station.
 DM7806
 DM7806_MARKER: DD = SURVEY DISK
 DM7806_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7806_SP_SET: CULVERT HEADWALL
 DM7806_STAMPING: 10 W 1 2010
 DM7806_MARK LOGO: NJGS
 DM7806_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7806+STABILITY: SURFACE MOTION
 DM7806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7806+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DM7806
 DM7806  HISTORY     - Date     Condition        Report By
 DM7806  HISTORY     - 20100412 MONUMENTED       NJGS
 DM7806  HISTORY     - 20160502 GOOD             NJGS
 DM7806  HISTORY     - 20180315 GOOD             NJGS
 DM7806  HISTORY     - 20250924 GOOD             AAAS
 DM7806
 DM7806                          STATION DESCRIPTION
 DM7806
 DM7806'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7806'THE STATION IS LOCATED IN RARITAN TOWNSHIP ON THE SOUTH SIDE OF STATE
 DM7806'HIGHWAY 12 WITHIN THE GROUNDS OF THE HUNTERDON COUNTY COMPLEX.
 DM7806'
 DM7806'TO REACH THE STATION FROM THE INTERSECTION OF CROTON ROAD, COUNTY ROAD
 DM7806'579 AND STATE HIGHWAY 12, GO EAST ON STATION HIGHWAY 12 FOR 1.70 MI
 DM7806'(2.7 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE
 DM7806'CENTER OF A SMALL CONCRETE CULVERT HEAD WALL ON THE WEST SIDE OF THE
 DM7806'COMPLEX.
 DM7806'
 DM7806'THE STATION IS 27.6 FT (8.4 M) EAST-NORTHEAST FROM WOOD UTILITY POLE
 DM7806'NUMBER L 159 AND ONE-HALF, ON THE WEST SIDE OF A FORMER GRAVEL ROAD,
 DM7806'157.0 FT (47.9 M) SOUTH-SOUTHWEST FROM THE CENTER LINE OF STATE
 DM7806'HIGHWAY 12, 90.5 FT (27.6 M) SOUTH-SOUTHEAST FROM WOOD UTILITY POLE
 DM7806'NUMBER L 65-138, ON THE WEST SIDE OF THE FORMER GRAVEL ROAD, 17.7 FT
 DM7806'(5.4 M) NORTHWEST FROM THE NORTHWEST CORNER OF A CONCRETE CURB
 DM7806'SURROUNDING A PARKING LOT AND 18.5 FT (5.6 M) EAST-NORTHEAST FROM THE
 DM7806'CENTER LINE OF THE FORMER GRAVEL ROAD.
 DM7806
 DM7806                          STATION RECOVERY (2016)
 DM7806
 DM7806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (IMS)
 DM7806'RECOVERED IN GOOD CONDITION.
 DM7806
 DM7806                          STATION RECOVERY (2018)
 DM7806
 DM7806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DM7806'RECOVERED IN GOOD CONDITION.
 DM7806
 DM7806                          STATION RECOVERY (2025)
 DM7806
 DM7806'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DM7806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7808 ***********************************************************************
 DM7808  DESIGNATION -  10 X 1
 DM7808  PID         -  DM7808
 DM7808  STATE/COUNTY-  NJ/HUNTERDON
 DM7808  COUNTRY     -  US
 DM7808  USGS QUAD   -  PITTSTOWN (2019)
 DM7808
 DM7808                         *CURRENT SURVEY CONTROL
 DM7808  ______________________________________________________________________
 DM7808* NAD 83(1986) POSITION- 40 30 07.     (N) 074 53 55.     (W)   SCALED
 DM7808* NAVD 88 ORTHO HEIGHT -   127.672 (meters)      418.87  (feet) ADJUSTED
 DM7808  ______________________________________________________________________
 DM7808  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 DM7808  DYNAMIC HEIGHT  -        127.611 (meters)      418.67  (feet) COMP
 DM7808  MODELED GRAVITY -    980,142.6   (mgal)                       NAVD 88
 DM7808
 DM7808  VERT ORDER      -  SECOND    CLASS II
 DM7808
 DM7808.The horizontal coordinates were scaled from a map and have
 DM7808.an estimated accuracy of +/- 6 seconds.
 DM7808
 DM7808.The orthometric height was determined by differential leveling and
 DM7808.adjusted by the NATIONAL GEODETIC SURVEY
 DM7808.in April 2013.
 DM7808
 DM7808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7808.GEOID18 height accuracy estimate available here.
 DM7808
 DM7808.Click photographs - Photos may exist for this station.
 DM7808
 DM7808.The dynamic height is computed by dividing the NAVD 88
 DM7808.geopotential number by the normal gravity value computed on the
 DM7808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7808.degrees latitude (g = 980.6199 gals.).
 DM7808
 DM7808.The modeled gravity was interpolated from observed gravity values.
 DM7808
 DM7808;                    North         East    Units  Estimated Accuracy
 DM7808;SPC NJ       -   185,320.      116,220.      MT  (+/- 180 meters Scaled)
 DM7808
 DM7808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK085834(NAD 83)
 DM7808
 DM7808                          SUPERSEDED SURVEY CONTROL
 DM7808
 DM7808.No superseded survey control is available for this station.
 DM7808
 DM7808_MARKER: DD = SURVEY DISK
 DM7808_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7808_SP_SET: RETAINING WALL
 DM7808_STAMPING: 10 X 1 2010
 DM7808_MARK LOGO: NJGS
 DM7808_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7808+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2010
 DM7808
 DM7808  HISTORY     - Date     Condition        Report By
 DM7808  HISTORY     - 20100412 MONUMENTED       NJGS
 DM7808
 DM7808                          STATION DESCRIPTION
 DM7808
 DM7808'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7808'THE STATION IS LOCATED IN RARITAN TOWNSHIP ON THE GROUNDS OF THE
 DM7808'HUNTERDON COUNTY COMPLEX.
 DM7808'
 DM7808'TO REACH THE STATION FROM THE INTERSECTION OF CROTON ROAD, COUNTY ROAD
 DM7808'579 AND STATE HIGHWAY 12, GO EAST ON STATE HIGHWAY 12 FOR 1.8 MI (2.9
 DM7808'KM) TO THE PAVED ENTRANCE ROAD LEADING TO THE HUNTERDON COUNTY COMPLEX
 DM7808'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED ENTRANCE ROAD FOR
 DM7808'0.05 MI (0.1 KM) TO A CROSSROADS INTERSECTION.  TURN LEFT AND GO
 DM7808'SOUTHEAST, THEN SOUTH ON A PAVED ROAD FOR ABOUT 0.05 MI (0.1 KM)
 DM7808'PASSING A GAS STATION USED BY THE HUNTERDON COUNTY MOTOR POOL ON THE
 DM7808'RIGHT, TO A LOCKED GATE SURROUNDING THE MOTOR POOL EQUIPMENT SHOPS AND
 DM7808'THE END OF THE PAVED ROAD.  PASS THROUGH AN AUTOMATIC GATE AND GO
 DM7808'SOUTHWEST ON A GRAVEL ROAD, PASSING BETWEEN TWO METAL SIDED BUILDINGS
 DM7808'USED AS GARAGES AND EQUIPMENT SHOPS, FOR ABOUT 0.05 MI (0.1 KM) TO THE
 DM7808'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST END OF
 DM7808'A LARGE RETAINING WALL.
 DM7808'
 DM7808'THE STATION IS 3.1 FT (0.9 M) WEST FROM THE EAST END OF THE RETAINING
 DM7808'WALL, 29.0 FT (8.8 M) NORTHWEST FROM THE NORTHWEST CORNER OF A TWO
 DM7808'STORY METAL SIDED BUILDING USED AS A GARAGE, 30.0 FT (9.1 M) SOUTHEAST
 DM7808'FROM AN ANGLE POINT IN THE RETAINING WALL AND 82.0 FT (25.0 M)
 DM7808'SOUTHWEST FROM WOOD UTILITY POLE NUMBER 5.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7807 ***********************************************************************
 DM7807  DESIGNATION -  10 Y 1
 DM7807  PID         -  DM7807
 DM7807  STATE/COUNTY-  NJ/HUNTERDON
 DM7807  COUNTRY     -  US
 DM7807  USGS QUAD   -  PITTSTOWN (2019)
 DM7807
 DM7807                         *CURRENT SURVEY CONTROL
 DM7807  ______________________________________________________________________
 DM7807* NAD 83(1986) POSITION- 40 30 16.71   (N) 074 53 54.94   (W)   HD_HELD1
 DM7807* NAVD 88 ORTHO HEIGHT -   141.665 (meters)      464.78  (feet) ADJUSTED
 DM7807  ______________________________________________________________________
 DM7807  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 DM7807  DYNAMIC HEIGHT  -        141.597 (meters)      464.56  (feet) COMP
 DM7807  MODELED GRAVITY -    980,142.4   (mgal)                       NAVD 88
 DM7807
 DM7807  VERT ORDER      -  SECOND    CLASS II
 DM7807
 DM7807.The horizontal coordinates were determined by differentially corrected
 DM7807.hand held GPS observations or other comparable positioning techniques
 DM7807.and have an estimated accuracy of +/- 3 meters.
 DM7807
 DM7807.The orthometric height was determined by differential leveling and
 DM7807.adjusted by the NATIONAL GEODETIC SURVEY
 DM7807.in April 2013.
 DM7807
 DM7807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7807.GEOID18 height accuracy estimate available here.
 DM7807
 DM7807.Click photographs - Photos may exist for this station.
 DM7807
 DM7807.The dynamic height is computed by dividing the NAVD 88
 DM7807.geopotential number by the normal gravity value computed on the
 DM7807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7807.degrees latitude (g = 980.6199 gals.).
 DM7807
 DM7807.The modeled gravity was interpolated from observed gravity values.
 DM7807
 DM7807;                    North         East    Units  Estimated Accuracy
 DM7807;SPC NJ       -   185,620.3     116,217.7     MT  (+/- 3 meters HH1 GPS) 
 DM7807
 DM7807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0859183774(NAD 83)
 DM7807
 DM7807                          SUPERSEDED SURVEY CONTROL
 DM7807
 DM7807.No superseded survey control is available for this station.
 DM7807
 DM7807_MARKER: DD = SURVEY DISK
 DM7807_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7807_SP_SET: CULVERT HEADWALL
 DM7807_STAMPING: 10 Y 1 2010
 DM7807_MARK LOGO: NJGS
 DM7807_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7807+STABILITY: SURFACE MOTION
 DM7807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7807+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2023
 DM7807
 DM7807  HISTORY     - Date     Condition        Report By
 DM7807  HISTORY     - 20100412 MONUMENTED       NJGS
 DM7807  HISTORY     - 20230330 GOOD             NJGS
 DM7807
 DM7807                          STATION DESCRIPTION
 DM7807
 DM7807'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7807'THE STATION IS LOCATED IN RARITAN TOWNSHIP ON THE NORTH SIDE OF STATE
 DM7807'HIGHWAY 12.
 DM7807'
 DM7807'TO REACH THE STATION FROM THE INTERSECTION OF CROTON ROAD, COUNTY ROAD
 DM7807'579 AND STATE HIGHWAY 12, GO EAST ON STATE HIGHWAY 12 FOR 1.8 MI (2.9
 DM7807'KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE
 DM7807'CENTER OF A CONCRETE CULVERT HEADWALL, JUST WEST OF THE ENTRANCE ROAD
 DM7807'LEADING TO THE HUNTERDON COUNTY COMPLEX.
 DM7807'
 DM7807'THE STATION IS 29.0 FT (8.8 M) NORTH-NORTHEAST FROM THE CENTER LINE OF
 DM7807'STATE HIGHWAY 12, 68.0 FT (20.7 M) EAST FROM WOOD UTILITY POLE NUMBER
 DM7807'NJ 233 RTH, 110.0 FT (33.5 M) WEST FROM WOOD UTILITY POLE NUMBER NJ
 DM7807'234 RTH, 51.0 FT (15.5 M) WEST FROM THE CENTER LINE EXTENDED OF THE
 DM7807'ENTRANCE ROAD LEADING TO THE HUNTERDON COUNTY COMPLEX AND 5.0 FT (1.5
 DM7807'M) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED AT THE EAST END
 DM7807'OF THE CULVERT HEAD WALL.  THE STATION IS LEVEL WITH THE ROAD.
 DM7807
 DM7807                          STATION RECOVERY (2023)
 DM7807
 DM7807'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7804 ***********************************************************************
 DM7804  DESIGNATION -  10 Z 1
 DM7804  PID         -  DM7804
 DM7804  STATE/COUNTY-  NJ/HUNTERDON
 DM7804  COUNTRY     -  US
 DM7804  USGS QUAD   -  PITTSTOWN (2019)
 DM7804
 DM7804                         *CURRENT SURVEY CONTROL
 DM7804  ______________________________________________________________________
 DM7804* NAD 83(1986) POSITION- 40 30 28.72   (N) 074 55 19.35   (W)   HD_HELD1
 DM7804* NAVD 88 ORTHO HEIGHT -   164.085 (meters)      538.34  (feet) ADJUSTED
 DM7804  ______________________________________________________________________
 DM7804  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 DM7804  DYNAMIC HEIGHT  -        164.005 (meters)      538.07  (feet) COMP
 DM7804  MODELED GRAVITY -    980,135.2   (mgal)                       NAVD 88
 DM7804
 DM7804  VERT ORDER      -  SECOND    CLASS II
 DM7804
 DM7804.The horizontal coordinates were determined by differentially corrected
 DM7804.hand held GPS observations or other comparable positioning techniques
 DM7804.and have an estimated accuracy of +/- 3 meters.
 DM7804
 DM7804.The orthometric height was determined by differential leveling and
 DM7804.adjusted by the NATIONAL GEODETIC SURVEY
 DM7804.in April 2013.
 DM7804
 DM7804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7804.GEOID18 height accuracy estimate available here.
 DM7804
 DM7804.Click photographs - Photos may exist for this station.
 DM7804
 DM7804.The dynamic height is computed by dividing the NAVD 88
 DM7804.geopotential number by the normal gravity value computed on the
 DM7804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7804.degrees latitude (g = 980.6199 gals.).
 DM7804
 DM7804.The modeled gravity was interpolated from observed gravity values.
 DM7804
 DM7804;                    North         East    Units  Estimated Accuracy
 DM7804;SPC NJ       -   185,999.9     114,232.2     MT  (+/- 3 meters HH1 GPS) 
 DM7804
 DM7804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0660484143(NAD 83)
 DM7804
 DM7804                          SUPERSEDED SURVEY CONTROL
 DM7804
 DM7804.No superseded survey control is available for this station.
 DM7804
 DM7804_MARKER: DD = SURVEY DISK
 DM7804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7804_SP_SET: CULVERT HEADWALL
 DM7804_STAMPING: 10 Z 1 2010
 DM7804_MARK LOGO: NJGS
 DM7804_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7804+STABILITY: SURFACE MOTION
 DM7804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7804+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DM7804
 DM7804  HISTORY     - Date     Condition        Report By
 DM7804  HISTORY     - 20100413 MONUMENTED       NJGS
 DM7804  HISTORY     - 20180327 GOOD             NJGS
 DM7804  HISTORY     - 20250924 GOOD             AAAS
 DM7804
 DM7804                          STATION DESCRIPTION
 DM7804
 DM7804'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7804'THE STATION IS LOCATED IN RARITAN TOWNSHIP, ON THE SOUTH SIDE OF STATE
 DM7804'HIGHWAY 12.
 DM7804'
 DM7804'TO REACH THE STATION FROM THE INTERSECTION OF CROTON ROAD, COUNTY ROAD
 DM7804'579 AND STATE HIGHWAY 12, GO EAST ON STATE HIGHWAY 12 FOR 0.45 MI (0.7
 DM7804'KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE CENTER OF A CONCRETE
 DM7804'CULVERT HEAD WALL, JUST WEST OF THE ENTRANCE DRIVE LEADING TO THE
 DM7804'LITTLE ANGELS PRESCHOOL.
 DM7804'
 DM7804'THE STATION IS 32.2 FT (9.8 M) SOUTH-SOUTHWEST FROM THE CENTER LINE OF
 DM7804'STATE HIGHWAY 12, 28.0 FT (8.5 M) WEST-NORTHWEST FROM THE CENTER LINE
 DM7804'OF THE PAVED DRIVEWAY LEADING TO THE LITTLE ANGELS PRESCHOOL, 48.5 FT
 DM7804'(14.8 M) NORTHEAST FROM WOOD UTILITY POLE NUMBER 81 AND 10.3 FT (3.1
 DM7804'M) SOUTH-SOUTHWEST FROM THE SOUTH CURB OF STATE HIGHWAY 12.
 DM7804
 DM7804                          STATION RECOVERY (2018)
 DM7804
 DM7804'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DM7804'RECOVERED IN GOOD CONDITION.
 DM7804
 DM7804                          STATION RECOVERY (2025)
 DM7804
 DM7804'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DM7804'THE FACILITY IS NOW KNOWN AS BAKER STREET HEALTH AND BEHAVIORAL
 DM7804'THERAPY, NO. 466 ROUTE 12.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0664 ***********************************************************************
 JU0664  DESIGNATION -  10.40
 JU0664  PID         -  JU0664
 JU0664  STATE/COUNTY-  NJ/GLOUCESTER
 JU0664  COUNTRY     -  US
 JU0664  USGS QUAD   -  BRIDGEPORT (2019)
 JU0664
 JU0664                         *CURRENT SURVEY CONTROL
 JU0664  ______________________________________________________________________
 JU0664* NAD 83(1986) POSITION- 39 47 56.     (N) 075 21 05.     (W)   SCALED
 JU0664* NAVD 88 ORTHO HEIGHT -     3.005 (meters)        9.86  (feet) POSTED
 JU0664  ______________________________________________________________________
 JU0664  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 JU0664  DYNAMIC HEIGHT  -          3.00  (meters)        9.8   (feet) COMP
 JU0664  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 JU0664
 JU0664  VERT ORDER      -  * POSTED, SEE BELOW
 JU0664
 JU0664.The horizontal coordinates were scaled from a 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
 JU0664.* This is a POSTED BENCH MARK height.
 JU0664
 JU0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0664.GEOID18 height accuracy estimate available here.
 JU0664
 JU0664.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK699054(NAD 83)
 JU0664
 JU0664                          SUPERSEDED SURVEY CONTROL
 JU0664
 JU0664  NGVD 29 (11/26/84)    3.359  (m)           11.02   (f) ADJUSTED    1 2
 JU0664
 JU0664.Superseded values are not recommended for survey control.
 JU0664
 JU0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0664.See file dsdata.pdf to determine how the superseded data were derived.
 JU0664
 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  HISTORY     - 20070517 MARK NOT FOUND   UE
 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.
 JU0664
 JU0664                          STATION RECOVERY (2007)
 JU0664
 JU0664'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0664'THE TRAIN STATION NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0606 ***********************************************************************
 JU0606  DESIGNATION -  100
 JU0606  PID         -  JU0606
 JU0606  STATE/COUNTY-  NJ/CAMDEN
 JU0606  COUNTRY     -  US
 JU0606  USGS QUAD   -  HAMMONTON (2019)
 JU0606
 JU0606                         *CURRENT SURVEY CONTROL
 JU0606  ______________________________________________________________________
 JU0606* NAD 83(1986) POSITION- 39 42 15.     (N) 074 47 29.     (W)   SCALED
 JU0606* NAVD 88 ORTHO HEIGHT -    21.677 (meters)       71.12  (feet) ADJUSTED
 JU0606  ______________________________________________________________________
 JU0606  GEOID HEIGHT    -        -33.228 (meters)                     GEOID18
 JU0606  DYNAMIC HEIGHT  -         21.667 (meters)       71.09  (feet) COMP
 JU0606  MODELED GRAVITY -    980,143.2   (mgal)                       NAVD 88
 JU0606
 JU0606  VERT ORDER      -  SECOND    CLASS 0
 JU0606
 JU0606.The horizontal coordinates were scaled from a map and have
 JU0606.an estimated accuracy of +/- 6 seconds.
 JU0606
 JU0606.The orthometric height was determined by differential leveling and
 JU0606.adjusted by the NATIONAL GEODETIC SURVEY
 JU0606.in June 1991.
 JU0606
 JU0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0606.GEOID18 height accuracy estimate available here.
 JU0606
 JU0606.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ178949(NAD 83)
 JU0606
 JU0606                          SUPERSEDED SURVEY CONTROL
 JU0606
 JU0606  NGVD 29 (11/26/84)   22.051  (m)           72.35   (f) ADJUSTED    2 0
 JU0606
 JU0606.Superseded values are not recommended for survey control.
 JU0606
 JU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0606.See file dsdata.pdf to determine how the superseded data were derived.
 JU0606
 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 = JULY 24, 2026 22:12:30 EDT
 KV6457 ***********************************************************************
 KV6457  DESIGNATION -  100
 KV6457  PID         -  KV6457
 KV6457  STATE/COUNTY-  NJ/MERCER
 KV6457  COUNTRY     -  US
 KV6457  USGS QUAD   -  PRINCETON (2019)
 KV6457
 KV6457                         *CURRENT SURVEY CONTROL
 KV6457  ______________________________________________________________________
 KV6457* NAD 83(1986) POSITION- 40 20 52.6    (N) 074 39 15.5    (W)   HD_HELD2
 KV6457* NAVD 88 ORTHO HEIGHT -    60.864 (meters)      199.68  (feet) ADJUSTED
 KV6457  ______________________________________________________________________
 KV6457  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 KV6457  DYNAMIC HEIGHT  -         60.836 (meters)      199.59  (feet) COMP
 KV6457  MODELED GRAVITY -    980,163.9   (mgal)                       NAVD 88
 KV6457
 KV6457  VERT ORDER      -  FIRST     CLASS II
 KV6457
 KV6457.The horizontal coordinates were established by autonomous hand held GPS
 KV6457.observations and have an estimated accuracy of +/- 10 meters.
 KV6457
 KV6457.The orthometric height was determined by differential leveling and
 KV6457.adjusted by the NATIONAL GEODETIC SURVEY
 KV6457.in April 1995.
 KV6457
 KV6457.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6457.GEOID18 height accuracy estimate available here.
 KV6457
 KV6457.Click photographs - Photos may exist for this station.
 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       -   168,157.      136,892.      MT  (+/- 10 meters HH2 GPS)
 KV6457
 KV6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2935866434(NAD 83)
 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
 KV6457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6457.See file dsdata.pdf to determine how the superseded data were derived.
 KV6457
 KV6457_MARKER: DD = SURVEY DISK
 KV6457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6457_STAMPING: 100 200.758
 KV6457_MARK LOGO: CGS+SS
 KV6457_PROJECTION: FLUSH
 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     - 1934     MONUMENTED       NJGS
 KV6457  HISTORY     - 19900530 GOOD             NJGS
 KV6457  HISTORY     - 19911114 GOOD             NJGS
 KV6457  HISTORY     - 19950418 GOOD             NJGS
 KV6457  HISTORY     - 20080406 GOOD             GEOCAC
 KV6457  HISTORY     - 20150428 GOOD             PROFLN
 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.
 KV6457
 KV6457                          STATION RECOVERY (2008)
 KV6457
 KV6457'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV6457'RECOVERED IN GOOD CONDITION.
 KV6457
 KV6457                          STATION RECOVERY (2015)
 KV6457
 KV6457'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 KV6457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3306 ***********************************************************************
 DI3306  DESIGNATION -  1003
 DI3306  PID         -  DI3306
 DI3306  STATE/COUNTY-  NJ/CAMDEN
 DI3306  COUNTRY     -  US
 DI3306  USGS QUAD   -  CAMDEN (2019)
 DI3306
 DI3306                         *CURRENT SURVEY CONTROL
 DI3306  ______________________________________________________________________
 DI3306* NAD 83(1986) POSITION- 39 54 23.08   (N) 075 05 52.40   (W)   HD_HELD1
 DI3306* NAVD 88 ORTHO HEIGHT -     4.998 (meters)       16.40  (feet) ADJUSTED
 DI3306  ______________________________________________________________________
 DI3306  GEOID HEIGHT    -        -32.858 (meters)                     GEOID18
 DI3306  DYNAMIC HEIGHT  -          4.996 (meters)       16.39  (feet) COMP
 DI3306  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 DI3306
 DI3306  VERT ORDER      -  FIRST     CLASS II
 DI3306
 DI3306.The horizontal coordinates were determined by differentially corrected
 DI3306.hand held GPS observations or other comparable positioning techniques
 DI3306.and have an estimated accuracy of +/- 3 meters.
 DI3306
 DI3306.The orthometric height was determined by differential leveling and
 DI3306.adjusted by the NATIONAL GEODETIC SURVEY
 DI3306.in June 2007.
 DI3306
 DI3306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3306.GEOID18 height accuracy estimate available here.
 DI3306
 DI3306.Click photographs - Photos may exist for this station.
 DI3306
 DI3306.The dynamic height is computed by dividing the NAVD 88
 DI3306.geopotential number by the normal gravity value computed on the
 DI3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3306.degrees latitude (g = 980.6199 gals.).
 DI3306
 DI3306.The modeled gravity was interpolated from observed gravity values.
 DI3306
 DI3306;                    North         East    Units  Estimated Accuracy
 DI3306;SPC NJ       -   119,295.0      98,879.3     MT  (+/- 3 meters HH1 GPS) 
 DI3306
 DI3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9163217374(NAD 83)
 DI3306
 DI3306                          SUPERSEDED SURVEY CONTROL
 DI3306
 DI3306.No superseded survey control is available for this station.
 DI3306
 DI3306_MARKER: DD = SURVEY DISK
 DI3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3306_STAMPING: 1003 17.610
 DI3306_MARK LOGO: CGS+SS
 DI3306_PROJECTION: RECESSED 10 CENTIMETERS
 DI3306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3306+STABILITY: SURFACE MOTION
 DI3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3306+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2025
 DI3306
 DI3306  HISTORY     - Date     Condition        Report By
 DI3306  HISTORY     - UNK      MONUMENTED       NJGS
 DI3306  HISTORY     - 20051001 GOOD             NJGS
 DI3306  HISTORY     - 20230531 GOOD             NJGS
 DI3306  HISTORY     - 20250502 GOOD             AAAS
 DI3306
 DI3306                          STATION DESCRIPTION
 DI3306
 DI3306'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3306'THE STATION IS LOCATED IN CAMDEN, IN THE GRASSY MEDIAN BETWEEN NORTH
 DI3306'COLLINGS ROAD AND  SOUTH COLLINGS ROAD, ABOUT 80 M (262.5 FT) WEST OF
 DI3306'N.J.  ROUTE 168.
 DI3306'
 DI3306'THE STATION IS 4.3 M (14.1 FT) SOUTH OF THE SOUTH CURBLINE OF NORTH
 DI3306'COLLINGS ROAD, 7.5 M (24.6  FT) NORTH OF THE NORTH CURB OF SOUTH
 DI3306'COLLING ROAD, 6.5 M (21.3 FT) WEST OF THE WEST CURB  OF NORTH ATLANTA
 DI3306'ROAD, 5.7 M (18.7 FT) SOUTHWEST OF POLE NUMBER 65653, 3.9 M (12.8 FT)
 DI3306'SOUTHEAST OF A WELCOME TO FAIRVIEW VILLAGE SIGN.
 DI3306
 DI3306                          STATION RECOVERY (2023)
 DI3306
 DI3306'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DI3306'RECOVERED IN GOOD CONDITION.
 DI3306
 DI3306                          STATION RECOVERY (2025)
 DI3306
 DI3306'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DI3306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4340 ***********************************************************************
 AI4340  DESIGNATION -  10031
 AI4340  PID         -  AI4340
 AI4340  STATE/COUNTY-  NJ/GLOUCESTER
 AI4340  COUNTRY     -  US
 AI4340  USGS QUAD   -  RUNNEMEDE (2019)
 AI4340
 AI4340                         *CURRENT SURVEY CONTROL
 AI4340  ______________________________________________________________________
 AI4340* NAD 83(2011) POSITION- 39 49 14.78108(N) 075 07 29.19882(W)   ADJUSTED
 AI4340* NAD 83(2011) ELLIP HT-   -19.518 (meters)        (06/27/12)   ADJUSTED
 AI4340* NAD 83(2011) EPOCH   -  2010.00
 AI4340* NAVD 88 ORTHO HEIGHT -    13.423 (meters)       44.04  (feet) ADJUSTED
 AI4340  ______________________________________________________________________
 AI4340  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 AI4340  NAD 83(2011) X  -  1,259,304.566 (meters)                     COMP
 AI4340  NAD 83(2011) Y  - -4,741,064.533 (meters)                     COMP
 AI4340  NAD 83(2011) Z  -  4,062,708.693 (meters)                     COMP
 AI4340  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 AI4340  DYNAMIC HEIGHT  -         13.417 (meters)       44.02  (feet) COMP
 AI4340  MODELED GRAVITY -    980,171.3   (mgal)                       NAVD 88
 AI4340
 AI4340  VERT ORDER      -  FIRST     CLASS II
 AI4340
 AI4340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4340  Standards:
 AI4340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4340  -------------------------------------------------------------------
 AI4340  NETWORK    0.56   0.96           0.26   0.18   0.49     -0.18985045
 AI4340  -------------------------------------------------------------------
 AI4340  Click here for local accuracies and other accuracy information.
 AI4340
 AI4340.The horizontal coordinates were established by GPS observations
 AI4340.and adjusted by the National Geodetic Survey in June 2012.
 AI4340
 AI4340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4340.been affixed to the stable North American tectonic plate. See 
 AI4340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4340
 AI4340.The horizontal coordinates are valid at the epoch date displayed above
 AI4340.which is a decimal equivalence of Year/Month/Day.
 AI4340
 AI4340.The orthometric height was determined by differential leveling and
 AI4340.adjusted by the NATIONAL GEODETIC SURVEY
 AI4340.in June 2007.
 AI4340
 AI4340.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4340.GEOID18 height accuracy estimate available here.
 AI4340
 AI4340.Click photographs - Photos may exist for this station.
 AI4340
 AI4340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4340
 AI4340.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4340
 AI4340.The ellipsoidal height was determined by GPS observations
 AI4340.and is referenced to NAD 83.
 AI4340
 AI4340.The dynamic height is computed by dividing the NAVD 88
 AI4340.geopotential number by the normal gravity value computed on the
 AI4340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4340.degrees latitude (g = 980.6199 gals.).
 AI4340
 AI4340.The modeled gravity was interpolated from observed gravity values.
 AI4340
 AI4340. The following values were computed from the NAD 83(2011) position.
 AI4340
 AI4340;                    North         East     Units Scale Factor Converg.
 AI4340;SPC NJ       -   109,803.002    96,513.775   MT  0.99993521   -0 24 00.4
 AI4340;SPC NJ       -   360,245.35    316,645.61   sFT  0.99993521   -0 24 00.4
 AI4340;UTM  18      - 4,407,872.477   489,321.239   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8932107872(NAD 83)
 AI4340
 AI4340                          SUPERSEDED SURVEY CONTROL
 AI4340
 AI4340  NAD 83(2007)-  39 49 14.78148(N)    075 07 29.19956(W) AD(2002.00) 0
 AI4340  ELLIP H (02/10/07)  -19.509  (m)                       GP(2002.00)    
 AI4340  ELLIP H (09/25/02)  -19.498  (m)                       GP(       ) 4 1
 AI4340  NAD 83(1996)-  39 49 14.78132(N)    075 07 29.19952(W) AD(       ) 1
 AI4340  ELLIP H (03/31/00)  -19.494  (m)                       GP(       ) 3 1
 AI4340  NAVD 88 (03/31/00)   13.4    (m)  GEOID99  model used  GPS OBS        
 AI4340
 AI4340.Superseded values are not recommended for survey control.
 AI4340
 AI4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4340.See file dsdata.pdf to determine how the superseded data were derived.
 AI4340
 AI4340_MARKER: DD = SURVEY DISK
 AI4340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4340_STAMPING: 10031 45.170
 AI4340_MARK LOGO: SCSUR
 AI4340_PROJECTION: RECESSED
 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 - November 25, 2024
 AI4340
 AI4340  HISTORY     - Date     Condition        Report By
 AI4340  HISTORY     - 1939     MONUMENTED       NJDCED
 AI4340  HISTORY     - 19990707 GOOD             NJGS
 AI4340  HISTORY     - 20030603 GOOD             NJGS
 AI4340  HISTORY     - 20060221 GOOD             INDIV
 AI4340  HISTORY     - 20141213 GOOD             GEOCAC
 AI4340  HISTORY     - 20150218 GOOD             BOSWEL
 AI4340  HISTORY     - 20241125 GOOD             DEI
 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 (2003)
 AI4340
 AI4340'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI4340'RECOVERED AS DESCRIBED.
 AI4340
 AI4340                          STATION RECOVERY (2006)
 AI4340
 AI4340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JC)
 AI4340'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE
 AI4340
 AI4340                          STATION RECOVERY (2014)
 AI4340
 AI4340'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 AI4340'RECOVERED IN GOOD CONDITION.
 AI4340
 AI4340                          STATION RECOVERY (2015)
 AI4340
 AI4340'RECOVERY NOTE BY BOSWELL ENGINEERING 2015 (AB)
 AI4340'RECOVERED IN GOOD CONDITION.
 AI4340
 AI4340                          STATION RECOVERY (2024)
 AI4340
 AI4340'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2024 (MS)
 AI4340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3345 ***********************************************************************
 DI3345  DESIGNATION -  10064
 DI3345  PID         -  DI3345
 DI3345  STATE/COUNTY-  NJ/GLOUCESTER
 DI3345  COUNTRY     -  US
 DI3345  USGS QUAD   -  PITMAN WEST (2019)
 DI3345
 DI3345                         *CURRENT SURVEY CONTROL
 DI3345  ______________________________________________________________________
 DI3345* NAD 83(1986) POSITION- 39 43 03.     (N) 075 12 48.     (W)   SCALED
 DI3345* NAVD 88 ORTHO HEIGHT -    40.447 (meters)      132.70  (feet) ADJUSTED
 DI3345  ______________________________________________________________________
 DI3345  GEOID HEIGHT    -        -33.180 (meters)                     GEOID18
 DI3345  DYNAMIC HEIGHT  -         40.427 (meters)      132.63  (feet) COMP
 DI3345  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 DI3345
 DI3345  VERT ORDER      -  FIRST     CLASS II
 DI3345
 DI3345.The horizontal coordinates were scaled from a map and have
 DI3345.an estimated accuracy of +/- 6 seconds.
 DI3345
 DI3345.The orthometric height was determined by differential leveling and
 DI3345.adjusted by the NATIONAL GEODETIC SURVEY
 DI3345.in June 2007.
 DI3345
 DI3345.No vertical observational check was made to the station.
 DI3345
 DI3345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3345.GEOID18 height accuracy estimate available here.
 DI3345
 DI3345.Click photographs - Photos may exist for this station.
 DI3345
 DI3345.The dynamic height is computed by dividing the NAVD 88
 DI3345.geopotential number by the normal gravity value computed on the
 DI3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3345.degrees latitude (g = 980.6199 gals.).
 DI3345
 DI3345.The modeled gravity was interpolated from observed gravity values.
 DI3345
 DI3345;                    North         East    Units  Estimated Accuracy
 DI3345;SPC NJ       -    98,390.       88,840.      MT  (+/- 180 meters Scaled)
 DI3345
 DI3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ817964(NAD 83)
 DI3345
 DI3345                          SUPERSEDED SURVEY CONTROL
 DI3345
 DI3345.No superseded survey control is available for this station.
 DI3345
 DI3345_MARKER: DD = SURVEY DISK
 DI3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3345_STAMPING: 10064
 DI3345_MARK LOGO: NJDCED
 DI3345_PROJECTION: RECESSED 15 CENTIMETERS
 DI3345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3345+STABILITY: SURFACE MOTION
 DI3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3345+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DI3345
 DI3345  HISTORY     - Date     Condition        Report By
 DI3345  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3345  HISTORY     - 20030603 GOOD             NJGS
 DI3345
 DI3345                          STATION DESCRIPTION
 DI3345
 DI3345'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3345'THE STATION IS LOCATED IN HARRISON TOWNSHIP, ON THE WEST SIDE OF STATE
 DI3345'ROUTE 77  (BRIDGETON PARKWAY).
 DI3345'
 DI3345'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 77,
 DI3345'SOUTH OF MULLICA HILL,  GO 1.2 MI (1.93 KM) SOUTH ON ROUTE 77 TO THE
 DI3345'STATION ON THE RIGHT.
 DI3345'
 DI3345'THE STATION IS 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF ROUTE 77, 9.5
 DI3345'M (31.2 FT) NORTH OF POLE  NUMBER 67, 14.9 M (48.9 FT) SOUTH OF A
 DI3345'MAILBOX FOR HOUSE NUMBER 224.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3346 ***********************************************************************
 DI3346  DESIGNATION -  10065
 DI3346  PID         -  DI3346
 DI3346  STATE/COUNTY-  NJ/GLOUCESTER
 DI3346  COUNTRY     -  US
 DI3346  USGS QUAD   -  PITMAN WEST (2019)
 DI3346
 DI3346                         *CURRENT SURVEY CONTROL
 DI3346  ______________________________________________________________________
 DI3346* NAD 83(1986) POSITION- 39 42 51.     (N) 075 12 40.     (W)   SCALED
 DI3346* NAVD 88 ORTHO HEIGHT -    33.707 (meters)      110.59  (feet) ADJUSTED
 DI3346  ______________________________________________________________________
 DI3346  GEOID HEIGHT    -        -33.189 (meters)                     GEOID18
 DI3346  DYNAMIC HEIGHT  -         33.690 (meters)      110.53  (feet) COMP
 DI3346  MODELED GRAVITY -    980,144.3   (mgal)                       NAVD 88
 DI3346
 DI3346  VERT ORDER      -  FIRST     CLASS II
 DI3346
 DI3346.The horizontal coordinates were scaled from a map and have
 DI3346.an estimated accuracy of +/- 6 seconds.
 DI3346
 DI3346.The orthometric height was determined by differential leveling and
 DI3346.adjusted by the NATIONAL GEODETIC SURVEY
 DI3346.in June 2007.
 DI3346
 DI3346.No vertical observational check was made to the station.
 DI3346
 DI3346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3346.GEOID18 height accuracy estimate available here.
 DI3346
 DI3346.Click photographs - Photos may exist for this station.
 DI3346
 DI3346.The dynamic height is computed by dividing the NAVD 88
 DI3346.geopotential number by the normal gravity value computed on the
 DI3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3346.degrees latitude (g = 980.6199 gals.).
 DI3346
 DI3346.The modeled gravity was interpolated from observed gravity values.
 DI3346
 DI3346;                    North         East    Units  Estimated Accuracy
 DI3346;SPC NJ       -    98,020.       89,030.      MT  (+/- 180 meters Scaled)
 DI3346
 DI3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ819960(NAD 83)
 DI3346
 DI3346                          SUPERSEDED SURVEY CONTROL
 DI3346
 DI3346.No superseded survey control is available for this station.
 DI3346
 DI3346_MARKER: DD = SURVEY DISK
 DI3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3346_STAMPING: 10065
 DI3346_MARK LOGO: NJDCED
 DI3346_PROJECTION: RECESSED 15 CENTIMETERS
 DI3346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3346+STABILITY: SURFACE MOTION
 DI3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3346+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DI3346
 DI3346  HISTORY     - Date     Condition        Report By
 DI3346  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3346  HISTORY     - 20030603 GOOD             NJGS
 DI3346
 DI3346                          STATION DESCRIPTION
 DI3346
 DI3346'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3346'THE STATION IS LOCATED IN HARRISON TOWNSHIP, ON THE EAST SIDE OF STATE
 DI3346'ROUTE 77  (BRIGETON PARKWAY).
 DI3346'
 DI3346'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 77,
 DI3346'SOUTH OF MULLICA HILL,  GO 1.4 MI (2.25 KM) SOUTH ON ROUTE 77 TO THE
 DI3346'STATION ON THE LEFT.
 DI3346'
 DI3346'THE STATION IS 6.5 M (21.3 FT) NORTHEAST OF THE CENTERLINE OF ROUTE
 DI3346'77, 30.9 M (101.4 FT)  SOUTHEAST OF POLE NUMBER BT752-75, 12.3 M (40.4
 DI3346'FT) NORTHWEST OF A POLE WITH NO NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3344 ***********************************************************************
 DI3344  DESIGNATION -  10066
 DI3344  PID         -  DI3344
 DI3344  STATE/COUNTY-  NJ/GLOUCESTER
 DI3344  COUNTRY     -  US
 DI3344  USGS QUAD   -  PITMAN WEST (2019)
 DI3344
 DI3344                         *CURRENT SURVEY CONTROL
 DI3344  ______________________________________________________________________
 DI3344* NAD 83(1986) POSITION- 39 42 34.     (N) 075 12 28.     (W)   SCALED
 DI3344* NAVD 88 ORTHO HEIGHT -    36.475 (meters)      119.67  (feet) ADJUSTED
 DI3344  ______________________________________________________________________
 DI3344  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 DI3344  DYNAMIC HEIGHT  -         36.457 (meters)      119.61  (feet) COMP
 DI3344  MODELED GRAVITY -    980,143.2   (mgal)                       NAVD 88
 DI3344
 DI3344  VERT ORDER      -  FIRST     CLASS II
 DI3344
 DI3344.The horizontal coordinates were scaled from a map and have
 DI3344.an estimated accuracy of +/- 6 seconds.
 DI3344
 DI3344.The orthometric height was determined by differential leveling and
 DI3344.adjusted by the NATIONAL GEODETIC SURVEY
 DI3344.in June 2007.
 DI3344
 DI3344.No vertical observational check was made to the station.
 DI3344
 DI3344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3344.GEOID18 height accuracy estimate available here.
 DI3344
 DI3344.Click photographs - Photos may exist for this station.
 DI3344
 DI3344.The dynamic height is computed by dividing the NAVD 88
 DI3344.geopotential number by the normal gravity value computed on the
 DI3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3344.degrees latitude (g = 980.6199 gals.).
 DI3344
 DI3344.The modeled gravity was interpolated from observed gravity values.
 DI3344
 DI3344;                    North         East    Units  Estimated Accuracy
 DI3344;SPC NJ       -    97,500.       89,310.      MT  (+/- 180 meters Scaled)
 DI3344
 DI3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ821955(NAD 83)
 DI3344
 DI3344                          SUPERSEDED SURVEY CONTROL
 DI3344
 DI3344.No superseded survey control is available for this station.
 DI3344
 DI3344_MARKER: DD = SURVEY DISK
 DI3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3344_STAMPING: 10066
 DI3344_MARK LOGO: NJDCED
 DI3344_PROJECTION: RECESSED 30 CENTIMETERS
 DI3344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3344+STABILITY: SURFACE MOTION
 DI3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3344+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DI3344
 DI3344  HISTORY     - Date     Condition        Report By
 DI3344  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3344  HISTORY     - 20030603 GOOD             NJGS
 DI3344
 DI3344                          STATION DESCRIPTION
 DI3344
 DI3344'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3344'THE STATION IS LOCATED IN HARRISON TOWNSHIP, ON THE WEST SIDE OF STATE
 DI3344'ROUTE 77.
 DI3344'
 DI3344'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 77,
 DI3344'SOUTH OF MULLICA HILL,  GO 1.8 MI (2.9 KM) SOUTH ON ROUTE 77 TO THE
 DI3344'STATION ON THE RIGHT.
 DI3344'
 DI3344'THE STATION IS IN THE LAWN BETWEEN HOUSE NUMBER 290 AND 294, 10.2 M
 DI3344'(33.5 FT) SOUTHEAST OF  POLE NUMBER 89, 24.8 M (81.4 FT) NORTHWEST OF
 DI3344'POLE NUMBER BT75290HR, 6.0 M (19.7 FT) WEST OF  THE CENTERLINE OF
 DI3344'ROUTE 77, 16.4 M (53.8 FT) SOUTHWEST AND ACROSS THE ROAD FROM POLE
 DI3344'NUMBER G184, 14.3 M (46.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DI3344'DRIVEWAY TO HOUSE  NUMBER 290, 0.2 M (0.7 FT) FROM THE EDGE OF PAVING
 DI3344'OF ROUTE 77.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4368 ***********************************************************************
 AI4368  DESIGNATION -  10075
 AI4368  PID         -  AI4368
 AI4368  STATE/COUNTY-  NJ/GLOUCESTER
 AI4368  COUNTRY     -  US
 AI4368  USGS QUAD   -  PITMAN WEST (2019)
 AI4368
 AI4368                         *CURRENT SURVEY CONTROL
 AI4368  ______________________________________________________________________
 AI4368* NAD 83(2011) POSITION- 39 40 15.34060(N) 075 12 30.71124(W)   ADJUSTED
 AI4368* NAD 83(2011) ELLIP HT-     8.630 (meters)        (06/27/12)   ADJUSTED
 AI4368* NAD 83(2011) EPOCH   -  2010.00
 AI4368* NAVD 88 ORTHO HEIGHT -    42.0   (meters)      138.    (feet) GPS OBS
 AI4368  ______________________________________________________________________
 AI4368  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4368  GEOID HEIGHT    -        -33.318 (meters)                     GEOID99
 AI4368  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 AI4368  NAD 83(2011) X  -  1,255,094.169 (meters)                     COMP
 AI4368  NAD 83(2011) Y  - -4,753,206.238 (meters)                     COMP
 AI4368  NAD 83(2011) Z  -  4,049,934.554 (meters)                     COMP
 AI4368  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 AI4368
 AI4368  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4368  Standards:
 AI4368         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4368            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4368  -------------------------------------------------------------------
 AI4368  NETWORK    0.53   0.86           0.25   0.17   0.44     -0.02505329
 AI4368  -------------------------------------------------------------------
 AI4368  Click here for local accuracies and other accuracy information.
 AI4368
 AI4368.The horizontal coordinates were established by GPS observations
 AI4368.and adjusted by the National Geodetic Survey in June 2012.
 AI4368
 AI4368.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4368.been affixed to the stable North American tectonic plate. See 
 AI4368.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4368
 AI4368.The horizontal coordinates are valid at the epoch date displayed above
 AI4368.which is a decimal equivalence of Year/Month/Day.
 AI4368
 AI4368.The orthometric height was determined by GPS observations and a
 AI4368.high-resolution geoid model.
 AI4368
 AI4368.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4368.GEOID18 height accuracy estimate available here.
 AI4368
 AI4368.Click photographs - Photos may exist for this station.
 AI4368
 AI4368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4368
 AI4368.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4368
 AI4368.The ellipsoidal height was determined by GPS observations
 AI4368.and is referenced to NAD 83.
 AI4368
 AI4368. The following values were computed from the NAD 83(2011) position.
 AI4368
 AI4368;                    North         East     Units Scale Factor Converg.
 AI4368;SPC NJ       -    93,220.652    89,212.169   MT  0.99994548   -0 27 08.4
 AI4368;SPC NJ       -   305,841.42    292,690.26   sFT  0.99994548   -0 27 08.4
 AI4368;UTM  18      - 4,391,255.256   482,114.707   MT  0.99960394   -0 07 59.2
 AI4368
 AI4368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4368!SPC NJ       -   0.99999865  x   0.99994548  =   0.99994413
 AI4368!UTM  18      -   0.99999865  x   0.99960394  =   0.99960259
 AI4368
 AI4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8211491255(NAD 83)
 AI4368
 AI4368                          SUPERSEDED SURVEY CONTROL
 AI4368
 AI4368  NAD 83(2007)-  39 40 15.34093(N)    075 12 30.71196(W) AD(2002.00) 0
 AI4368  ELLIP H (02/10/07)    8.642  (m)                       GP(2002.00)    
 AI4368  ELLIP H (09/25/02)    8.649  (m)                       GP(       ) 4 1
 AI4368  NAD 83(1996)-  39 40 15.34082(N)    075 12 30.71203(W) AD(       ) 1
 AI4368  ELLIP H (03/31/00)    8.650  (m)                       GP(       ) 3 1
 AI4368
 AI4368.Superseded values are not recommended for survey control.
 AI4368
 AI4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4368.See file dsdata.pdf to determine how the superseded data were derived.
 AI4368
 AI4368_MARKER: DD = SURVEY DISK
 AI4368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4368_STAMPING: 10075
 AI4368_MARK LOGO: NJDCED
 AI4368_PROJECTION: RECESSED 20 CENTIMETERS
 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 - March 26, 2021
 AI4368
 AI4368  HISTORY     - Date     Condition        Report By
 AI4368  HISTORY     - 1939     MONUMENTED       NJDCED
 AI4368  HISTORY     - 19990707 GOOD             NJGS
 AI4368  HISTORY     - 20010406 GOOD             TWT
 AI4368  HISTORY     - 20070713 GOOD             UE
 AI4368  HISTORY     - 20210326 GOOD             NJGS
 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.
 AI4368
 AI4368                          STATION RECOVERY (2007)
 AI4368
 AI4368'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4368'RECOVERED IN GOOD CONDITION.
 AI4368
 AI4368                          STATION RECOVERY (2021)
 AI4368
 AI4368'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 AI4368'STATIC OBSERVATION MADE.  CHECK OPUS SHARED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0607 ***********************************************************************
 JU0607  DESIGNATION -  101
 JU0607  PID         -  JU0607
 JU0607  STATE/COUNTY-  NJ/CAMDEN
 JU0607  COUNTRY     -  US
 JU0607  USGS QUAD   -  HAMMONTON (2019)
 JU0607
 JU0607                         *CURRENT SURVEY CONTROL
 JU0607  ______________________________________________________________________
 JU0607* NAD 83(1986) POSITION- 39 41 38.     (N) 074 48 13.     (W)   SCALED
 JU0607* NAVD 88 ORTHO HEIGHT -    22.766 (meters)       74.69  (feet) ADJUSTED
 JU0607  ______________________________________________________________________
 JU0607  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 JU0607  DYNAMIC HEIGHT  -         22.755 (meters)       74.66  (feet) COMP
 JU0607  MODELED GRAVITY -    980,140.5   (mgal)                       NAVD 88
 JU0607
 JU0607  VERT ORDER      -  SECOND    CLASS 0
 JU0607
 JU0607.The horizontal coordinates were scaled from a map and have
 JU0607.an estimated accuracy of +/- 6 seconds.
 JU0607
 JU0607.The orthometric height was determined by differential leveling and
 JU0607.adjusted by the NATIONAL GEODETIC SURVEY
 JU0607.in June 1991.
 JU0607
 JU0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0607.GEOID18 height accuracy estimate available here.
 JU0607
 JU0607.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ168938(NAD 83)
 JU0607
 JU0607                          SUPERSEDED SURVEY CONTROL
 JU0607
 JU0607  NGVD 29 (11/26/84)   23.140  (m)           75.92   (f) ADJUSTED    2 0
 JU0607
 JU0607.Superseded values are not recommended for survey control.
 JU0607
 JU0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0607.See file dsdata.pdf to determine how the superseded data were derived.
 JU0607
 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 = JULY 24, 2026 22:12:30 EDT
 KV6666 ***********************************************************************
 KV6666  DESIGNATION -  101
 KV6666  PID         -  KV6666
 KV6666  STATE/COUNTY-  NJ/MERCER
 KV6666  COUNTRY     -  US
 KV6666  USGS QUAD   -  PRINCETON (2019)
 KV6666
 KV6666                         *CURRENT SURVEY CONTROL
 KV6666  ______________________________________________________________________
 KV6666* NAD 83(1986) POSITION- 40 21 02.2    (N) 074 38 40.6    (W)   HD_HELD2
 KV6666* NAVD 88 ORTHO HEIGHT -    43.838 (meters)      143.83  (feet) ADJUSTED
 KV6666  ______________________________________________________________________
 KV6666  GEOID HEIGHT    -        -33.260 (meters)                     GEOID18
 KV6666  DYNAMIC HEIGHT  -         43.818 (meters)      143.76  (feet) COMP
 KV6666  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 KV6666
 KV6666  VERT ORDER      -  FIRST     CLASS II
 KV6666
 KV6666.The horizontal coordinates were established by autonomous hand held GPS
 KV6666.observations and have an estimated accuracy of +/- 10 meters.
 KV6666
 KV6666.The orthometric height was determined by differential leveling and
 KV6666.adjusted by the NATIONAL GEODETIC SURVEY
 KV6666.in April 1995.
 KV6666
 KV6666.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6666.GEOID18 height accuracy estimate available here.
 KV6666
 KV6666.Click photographs - Photos may exist for this station.
 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       -   168,452.      137,716.      MT  (+/- 10 meters HH2 GPS)
 KV6666
 KV6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3018066733(NAD 83)
 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
 KV6666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6666.See file dsdata.pdf to determine how the superseded data were derived.
 KV6666
 KV6666_MARKER: DD = SURVEY DISK
 KV6666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6666_STAMPING: 101 144.888
 KV6666_MARK LOGO: CGS+SS
 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  HISTORY     - 20080406 GOOD             GEOCAC
 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.
 KV6666
 KV6666                          STATION RECOVERY (2008)
 KV6666
 KV6666'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV6666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3377 ***********************************************************************
 DI3377  DESIGNATION -  1013
 DI3377  PID         -  DI3377
 DI3377  STATE/COUNTY-  NJ/GLOUCESTER
 DI3377  COUNTRY     -  US
 DI3377  USGS QUAD   -  WOODBURY (2019)
 DI3377
 DI3377                         *CURRENT SURVEY CONTROL
 DI3377  ______________________________________________________________________
 DI3377* NAD 83(1986) POSITION- 39 50 16.     (N) 075 09 12.     (W)   SCALED
 DI3377* NAVD 88 ORTHO HEIGHT -    17.135 (meters)       56.22  (feet) ADJUSTED
 DI3377  ______________________________________________________________________
 DI3377  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 DI3377  DYNAMIC HEIGHT  -         17.128 (meters)       56.19  (feet) COMP
 DI3377  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 DI3377
 DI3377  VERT ORDER      -  FIRST     CLASS II
 DI3377
 DI3377.The horizontal coordinates were scaled from a map and have
 DI3377.an estimated accuracy of +/- 6 seconds.
 DI3377
 DI3377.The orthometric height was determined by differential leveling and
 DI3377.adjusted by the NATIONAL GEODETIC SURVEY
 DI3377.in June 2007.
 DI3377
 DI3377.No vertical observational check was made to the station.
 DI3377
 DI3377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3377.GEOID18 height accuracy estimate available here.
 DI3377
 DI3377.Click photographs - Photos may exist for this station.
 DI3377
 DI3377.The dynamic height is computed by dividing the NAVD 88
 DI3377.geopotential number by the normal gravity value computed on the
 DI3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3377.degrees latitude (g = 980.6199 gals.).
 DI3377
 DI3377.The modeled gravity was interpolated from observed gravity values.
 DI3377
 DI3377;                    North         East    Units  Estimated Accuracy
 DI3377;SPC NJ       -   111,710.       94,080.      MT  (+/- 180 meters Scaled)
 DI3377
 DI3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK868097(NAD 83)
 DI3377
 DI3377                          SUPERSEDED SURVEY CONTROL
 DI3377
 DI3377.No superseded survey control is available for this station.
 DI3377
 DI3377_MARKER: DD = SURVEY DISK
 DI3377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3377_STAMPING: 1013 57.408
 DI3377_MARK LOGO: CGS+SS
 DI3377_PROJECTION: RECESSED 10 CENTIMETERS
 DI3377_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3377+STABILITY: SURFACE MOTION
 DI3377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3377+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DI3377
 DI3377  HISTORY     - Date     Condition        Report By
 DI3377  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3377  HISTORY     - 20030708 GOOD             NJGS
 DI3377  HISTORY     - 20201118 GOOD             NJGS
 DI3377
 DI3377                          STATION DESCRIPTION
 DI3377
 DI3377'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3377'THE STATION IS LOCATED IN THE CITY OF WOODBURY ON THE NORTHWEST SIDE
 DI3377'OF SOUTH BROAD  STREET, STATE ROUTE 45 AT THE JUNCTION WITH COOPER
 DI3377'STREET/ DELAWARE STREET (COUNTY  ROUTE 534).
 DI3377'
 DI3377'THE STATION IS 2.2 M (7.2 FT) NORTHWEST OF THE CURBLINE OF SOUTH BROAD
 DI3377'STREET, 19.2 M (63.0  FT) SOUTHWEST OF THE CURBLINE EXTENDED OF ROUTE
 DI3377'534, 14.2 M (46.6 FT) SOUTHWEST OF A FIRE  HYDRANT, 17.3 M (56.8 FT)
 DI3377'SOUTH OF THE EAST CORNER OF THE BUILDING AT THE WEST CORNER OF  THE
 DI3377'INTERSECTION, SET IN A 1 FT (0.3 M) ROUND CAST IRON WATER METER BOX IN
 DI3377'A BRICK SIDEWALK,  0.1 M (0.3 FT) BELOW THE SIDEWALK.
 DI3377
 DI3377                          STATION RECOVERY (2020)
 DI3377
 DI3377'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3377'GPS OBSERVATION MAYBE POSSIBLE DURING WINTER MONTHS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0608 ***********************************************************************
 JU0608  DESIGNATION -  102
 JU0608  PID         -  JU0608
 JU0608  STATE/COUNTY-  NJ/CAMDEN
 JU0608  COUNTRY     -  US
 JU0608  USGS QUAD   -  HAMMONTON (2019)
 JU0608
 JU0608                         *CURRENT SURVEY CONTROL
 JU0608  ______________________________________________________________________
 JU0608* NAD 83(1986) POSITION- 39 41 03.     (N) 074 49 02.     (W)   SCALED
 JU0608* NAVD 88 ORTHO HEIGHT -    26.549 (meters)       87.10  (feet) ADJUSTED
 JU0608  ______________________________________________________________________
 JU0608  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 JU0608  DYNAMIC HEIGHT  -         26.536 (meters)       87.06  (feet) COMP
 JU0608  MODELED GRAVITY -    980,137.8   (mgal)                       NAVD 88
 JU0608
 JU0608  VERT ORDER      -  SECOND    CLASS 0
 JU0608
 JU0608.The horizontal coordinates were scaled from a map and have
 JU0608.an estimated accuracy of +/- 6 seconds.
 JU0608
 JU0608.The orthometric height was determined by differential leveling and
 JU0608.adjusted by the NATIONAL GEODETIC SURVEY
 JU0608.in June 1991.
 JU0608
 JU0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0608.GEOID18 height accuracy estimate available here.
 JU0608
 JU0608.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ156927(NAD 83)
 JU0608
 JU0608                          SUPERSEDED SURVEY CONTROL
 JU0608
 JU0608  NGVD 29 (11/26/84)   26.920  (m)           88.32   (f) ADJUSTED    2 0
 JU0608
 JU0608.Superseded values are not recommended for survey control.
 JU0608
 JU0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0608.See file dsdata.pdf to determine how the superseded data were derived.
 JU0608
 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 = JULY 24, 2026 22:12:30 EDT
 KV0997 ***********************************************************************
 KV0997  DESIGNATION -  102 PRR
 KV0997  PID         -  KV0997
 KV0997  STATE/COUNTY-  NJ/MERCER
 KV0997  COUNTRY     -  US
 KV0997  USGS QUAD   -  TRENTON EAST (2019)
 KV0997
 KV0997                         *CURRENT SURVEY CONTROL
 KV0997  ______________________________________________________________________
 KV0997* NAD 83(1986) POSITION- 40 11 12.     (N) 074 44 52.     (W)   SCALED
 KV0997* NAVD 88 ORTHO HEIGHT -     6.084 (meters)       19.96  (feet) POSTED
 KV0997  ______________________________________________________________________
 KV0997  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KV0997  DYNAMIC HEIGHT  -          6.08  (meters)       19.9   (feet) COMP
 KV0997  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 KV0997
 KV0997  VERT ORDER      -  * POSTED, SEE BELOW
 KV0997
 KV0997.The horizontal coordinates were scaled from a 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
 KV0997.* This is a POSTED BENCH MARK height.
 KV0997
 KV0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0997.GEOID18 height accuracy estimate available here.
 KV0997
 KV0997.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK214485(NAD 83)
 KV0997
 KV0997                          SUPERSEDED SURVEY CONTROL
 KV0997
 KV0997  NGVD 29 (11/26/84)    6.425  (m)           21.08   (f) ADJUSTED    1 2
 KV0997
 KV0997.Superseded values are not recommended for survey control.
 KV0997
 KV0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0997.See file dsdata.pdf to determine how the superseded data were derived.
 KV0997
 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 = JULY 24, 2026 22:12:30 EDT
 KV0293 ***********************************************************************
 KV0293  DESIGNATION -  10235 NJGS
 KV0293  PID         -  KV0293
 KV0293  STATE/COUNTY-  NJ/HUDSON
 KV0293  COUNTRY     -  US
 KV0293  USGS QUAD   -  JERSEY CITY (2019)
 KV0293
 KV0293                         *CURRENT SURVEY CONTROL
 KV0293  ______________________________________________________________________
 KV0293* NAD 83(1986) POSITION- 40 43 49.     (N) 074 02 29.     (W)   SCALED
 KV0293* NAVD 88 ORTHO HEIGHT -     4.117 (meters)       13.51  (feet) ADJUSTED
 KV0293  ______________________________________________________________________
 KV0293  GEOID HEIGHT    -        -31.931 (meters)                     GEOID18
 KV0293  DYNAMIC HEIGHT  -          4.115 (meters)       13.50  (feet) COMP
 KV0293  MODELED GRAVITY -    980,245.3   (mgal)                       NAVD 88
 KV0293
 KV0293  VERT ORDER      -  FIRST     CLASS I
 KV0293
 KV0293.The horizontal coordinates were scaled from a map and have
 KV0293.an estimated accuracy of +/- 6 seconds.
 KV0293
 KV0293.The orthometric height was determined by differential leveling and
 KV0293.adjusted by the NATIONAL GEODETIC SURVEY
 KV0293.in June 1991.
 KV0293
 KV0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0293.GEOID18 height accuracy estimate available here.
 KV0293
 KV0293.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL809092(NAD 83)
 KV0293
 KV0293                          SUPERSEDED SURVEY CONTROL
 KV0293
 KV0293  NGVD 29 (04/16/92)    4.457  (m)           14.62   (f) ADJUSTED    1 1
 KV0293  NGVD 29 (??/??/87)    4.457  (m)           14.62   (f) SUPERSEDED  1 1
 KV0293
 KV0293.Superseded values are not recommended for survey control.
 KV0293
 KV0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0293.See file dsdata.pdf to determine how the superseded data were derived.
 KV0293
 KV0293_MARKER: DD = SURVEY DISK
 KV0293_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0609 ***********************************************************************
 JU0609  DESIGNATION -  103
 JU0609  PID         -  JU0609
 JU0609  STATE/COUNTY-  NJ/CAMDEN
 JU0609  COUNTRY     -  US
 JU0609  USGS QUAD   -  HAMMONTON (2019)
 JU0609
 JU0609                         *CURRENT SURVEY CONTROL
 JU0609  ______________________________________________________________________
 JU0609* NAD 83(1986) POSITION- 39 40 33.     (N) 074 49 57.     (W)   SCALED
 JU0609* NAVD 88 ORTHO HEIGHT -    31.677 (meters)      103.93  (feet) ADJUSTED
 JU0609  ______________________________________________________________________
 JU0609  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 JU0609  DYNAMIC HEIGHT  -         31.661 (meters)      103.87  (feet) COMP
 JU0609  MODELED GRAVITY -    980,135.0   (mgal)                       NAVD 88
 JU0609
 JU0609  VERT ORDER      -  SECOND    CLASS 0
 JU0609
 JU0609.The horizontal coordinates were scaled from a map and have
 JU0609.an estimated accuracy of +/- 6 seconds.
 JU0609
 JU0609.The orthometric height was determined by differential leveling and
 JU0609.adjusted by the NATIONAL GEODETIC SURVEY
 JU0609.in June 1991.
 JU0609
 JU0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0609.GEOID18 height accuracy estimate available here.
 JU0609
 JU0609.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ143917(NAD 83)
 JU0609
 JU0609                          SUPERSEDED SURVEY CONTROL
 JU0609
 JU0609  NGVD 29 (11/26/84)   32.046  (m)          105.14   (f) ADJUSTED    2 0
 JU0609
 JU0609.Superseded values are not recommended for survey control.
 JU0609
 JU0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0609.See file dsdata.pdf to determine how the superseded data were derived.
 JU0609
 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 = JULY 24, 2026 22:12:30 EDT
 KV0996 ***********************************************************************
 KV0996  DESIGNATION -  103 PRR
 KV0996  PID         -  KV0996
 KV0996  STATE/COUNTY-  NJ/MERCER
 KV0996  COUNTRY     -  US
 KV0996  USGS QUAD   -  TRENTON WEST (2016)
 KV0996
 KV0996                         *CURRENT SURVEY CONTROL
 KV0996  ______________________________________________________________________
 KV0996* NAD 83(1986) POSITION- 40 11 42.     (N) 074 45 09.     (W)   SCALED
 KV0996* NAVD 88 ORTHO HEIGHT -    11.605 (meters)       38.07  (feet) ADJUSTED
 KV0996  ______________________________________________________________________
 KV0996  GEOID HEIGHT    -        -33.057 (meters)                     GEOID18
 KV0996  DYNAMIC HEIGHT  -         11.600 (meters)       38.06  (feet) COMP
 KV0996  MODELED GRAVITY -    980,183.4   (mgal)                       NAVD 88
 KV0996
 KV0996  VERT ORDER      -  FIRST     CLASS II
 KV0996
 KV0996.The horizontal coordinates were scaled from a map and have
 KV0996.an estimated accuracy of +/- 6 seconds.
 KV0996
 KV0996.The orthometric height was determined by differential leveling and
 KV0996.adjusted by the NATIONAL GEODETIC SURVEY
 KV0996.in June 1991.
 KV0996
 KV0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0996.GEOID18 height accuracy estimate available here.
 KV0996
 KV0996.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK210494(NAD 83)
 KV0996
 KV0996                          SUPERSEDED SURVEY CONTROL
 KV0996
 KV0996  NGVD 29 (01/10/92)   11.934  (m)           39.15   (f) ADJUSTED    1 2
 KV0996  NGVD 29 (??/??/87)   11.942  (m)           39.18   (f) SUPERSEDED  1 2
 KV0996
 KV0996.Superseded values are not recommended for survey control.
 KV0996
 KV0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0996.See file dsdata.pdf to determine how the superseded data were derived.
 KV0996
 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 = JULY 24, 2026 22:12:30 EDT
 KV0163 ***********************************************************************
 KV0163  DESIGNATION -  103.18
 KV0163  PID         -  KV0163
 KV0163  STATE/COUNTY-  NJ/PASSAIC
 KV0163  COUNTRY     -  US
 KV0163  USGS QUAD   -  PATERSON (2016)
 KV0163
 KV0163                         *CURRENT SURVEY CONTROL
 KV0163  ______________________________________________________________________
 KV0163* NAD 83(1986) POSITION- 40 54 49.8    (N) 074 10 17.4    (W)   HD_HELD2
 KV0163* NAVD 88 ORTHO HEIGHT -    31.140 (meters)      102.17  (feet) POSTED
 KV0163  ______________________________________________________________________
 KV0163  GEOID HEIGHT    -        -32.237 (meters)                     GEOID18
 KV0163  DYNAMIC HEIGHT  -         31.13  (meters)      102.1   (feet) COMP
 KV0163  MODELED GRAVITY -    980,209.6   (mgal)                       NAVD 88
 KV0163
 KV0163  VERT ORDER      -  * POSTED, SEE BELOW
 KV0163
 KV0163.The horizontal coordinates were established by autonomous hand held GPS
 KV0163.observations and have an estimated accuracy of +/- 10 meters.
 KV0163
 KV0163.The orthometric height was determined by differential leveling
 KV0163.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KV0163
 KV0163.* This is a POSTED BENCH MARK height.
 KV0163
 KV0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0163.GEOID18 height accuracy estimate available here.
 KV0163
 KV0163.Click photographs - Photos may exist for this station.
 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       -   231,031.      177,672.      MT  (+/- 10 meters HH2 GPS)
 KV0163
 KV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6976929522(NAD 83)
 KV0163
 KV0163                          SUPERSEDED SURVEY CONTROL
 KV0163
 KV0163  NGVD 29 (11/26/84)   31.422  (m)          103.09   (f) ADJUSTED    1 2
 KV0163
 KV0163.Superseded values are not recommended for survey control.
 KV0163
 KV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0163.See file dsdata.pdf to determine how the superseded data were derived.
 KV0163
 KV0163_MARKER: X = CHISELED CROSS
 KV0163_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0993 ***********************************************************************
 KV0993  DESIGNATION -  104 PRR
 KV0993  PID         -  KV0993
 KV0993  STATE/COUNTY-  NJ/MERCER
 KV0993  COUNTRY     -  US
 KV0993  USGS QUAD   -  TRENTON WEST (2016)
 KV0993
 KV0993                         *CURRENT SURVEY CONTROL
 KV0993  ______________________________________________________________________
 KV0993* NAD 83(1986) POSITION- 40 12 33.     (N) 074 45 18.     (W)   SCALED
 KV0993* NAVD 88 ORTHO HEIGHT -    15.710 (meters)       51.54  (feet) ADJUSTED
 KV0993  ______________________________________________________________________
 KV0993  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 KV0993  DYNAMIC HEIGHT  -         15.703 (meters)       51.52  (feet) COMP
 KV0993  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 KV0993
 KV0993  VERT ORDER      -  FIRST     CLASS II
 KV0993
 KV0993.The horizontal coordinates were scaled from a map and have
 KV0993.an estimated accuracy of +/- 6 seconds.
 KV0993
 KV0993.The orthometric height was determined by differential leveling and
 KV0993.adjusted by the NATIONAL GEODETIC SURVEY
 KV0993.in June 1991.
 KV0993
 KV0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0993.GEOID18 height accuracy estimate available here.
 KV0993
 KV0993.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208510(NAD 83)
 KV0993
 KV0993                          SUPERSEDED SURVEY CONTROL
 KV0993
 KV0993  NGVD 29 (11/26/84)   16.039  (m)           52.62   (f) ADJUSTED    1 2
 KV0993
 KV0993.Superseded values are not recommended for survey control.
 KV0993
 KV0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0993.See file dsdata.pdf to determine how the superseded data were derived.
 KV0993
 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 = JULY 24, 2026 22:12:30 EDT
 DM6935 ***********************************************************************
 DM6935  DESIGNATION -  1043
 DM6935  PID         -  DM6935
 DM6935  STATE/COUNTY-  NJ/GLOUCESTER
 DM6935  COUNTRY     -  US
 DM6935  USGS QUAD   -  BRIDGEPORT (2019)
 DM6935
 DM6935                         *CURRENT SURVEY CONTROL
 DM6935  ______________________________________________________________________
 DM6935* NAD 83(1986) POSITION- 39 48 38.18   (N) 075 18 56.03   (W)   HD_HELD1
 DM6935* NAVD 88 ORTHO HEIGHT -     2.279 (meters)        7.48  (feet) ADJUSTED
 DM6935  ______________________________________________________________________
 DM6935  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 DM6935  DYNAMIC HEIGHT  -          2.278 (meters)        7.47  (feet) COMP
 DM6935  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 DM6935
 DM6935  VERT ORDER      -  FIRST     CLASS II
 DM6935
 DM6935.The horizontal coordinates were determined by differentially corrected
 DM6935.hand held GPS observations or other comparable positioning techniques
 DM6935.and have an estimated accuracy of +/- 3 meters.
 DM6935
 DM6935.The orthometric height was determined by differential leveling and
 DM6935.adjusted by the NATIONAL GEODETIC SURVEY
 DM6935.in May 2011.
 DM6935
 DM6935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6935.GEOID18 height accuracy estimate available here.
 DM6935
 DM6935.Click photographs - Photos may exist for this station.
 DM6935
 DM6935.The dynamic height is computed by dividing the NAVD 88
 DM6935.geopotential number by the normal gravity value computed on the
 DM6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6935.degrees latitude (g = 980.6199 gals.).
 DM6935
 DM6935.The modeled gravity was interpolated from observed gravity values.
 DM6935
 DM6935;                    North         East    Units  Estimated Accuracy
 DM6935;SPC NJ       -   108,805.7      80,170.4     MT  (+/- 3 meters HH1 GPS) 
 DM6935
 DM6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7298906784(NAD 83)
 DM6935
 DM6935                          SUPERSEDED SURVEY CONTROL
 DM6935
 DM6935.No superseded survey control is available for this station.
 DM6935
 DM6935_MARKER: DD = SURVEY DISK
 DM6935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6935_STAMPING: 1043 8.642
 DM6935_MARK LOGO: CGS+SS
 DM6935_PROJECTION: RECESSED 30 CENTIMETERS
 DM6935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6935+STABILITY: SURFACE MOTION
 DM6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6935+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DM6935
 DM6935  HISTORY     - Date     Condition        Report By
 DM6935  HISTORY     - 1938     MONUMENTED       NJDCED
 DM6935  HISTORY     - 20080303 GOOD             NJGS
 DM6935  HISTORY     - 20201026 GOOD             NJGS
 DM6935  HISTORY     - 20210420 GOOD             AAAS
 DM6935
 DM6935                          STATION DESCRIPTION
 DM6935
 DM6935'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6935'THE STATION IS LOCATED IN LOGAN TOWNSHIP ON THE SOUTHEAST SIDE OF
 DM6935'STATE ROUTE 44.
 DM6935'
 DM6935'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44 AND U.S.
 DM6935'HIGHWAY 130 BRIDGE SPANNING ROUTE 44, JUST EAST OF BRIDGEPORT, GO
 DM6935'NORTHEAST ON STATE ROUTE 44 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DM6935'RIGHT, THE STATION IS ALSO ABOUT 0.15 MI (0.2 KM) NORTHEAST ALONG
 DM6935'ROUTE 44 FROM THE JUNCTION WITH FLOODGATES ROAD (COUNTY ROAD 684).
 DM6935'
 DM6935'THE STATION IS 7.9 M (25.9 FT) SOUTHEAST OF THE CENTERLINE OF ROUTE
 DM6935'44, 44.4 M (145.7 FT) NORTHEAST OF POLE NUMBER S15079, 5.4 M (17.7 FT)
 DM6935'SOUTHWEST OF A RAILROAD CROSSING SIGN, 0.6 M (2.0 FT) NORTH OF A METAL
 DM6935'WITNESS POST AND SIGN, 16.5 M (54.1 FT) SOUTHWEST OF POLE NUMBER
 DM6935'S38368, 21.7 M (71.2 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 DM6935'TRACKS.  THE STATION IS 0.03 M (0.1 FT) BELOW THE GROUND.
 DM6935
 DM6935                          STATION RECOVERY (2020)
 DM6935
 DM6935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6935'NO WITNESS POST FOUND.
 DM6935
 DM6935                          STATION RECOVERY (2021)
 DM6935
 DM6935'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6934 ***********************************************************************
 DM6934  DESIGNATION -  1044
 DM6934  PID         -  DM6934
 DM6934  STATE/COUNTY-  NJ/GLOUCESTER
 DM6934  COUNTRY     -  US
 DM6934  USGS QUAD   -  BRIDGEPORT (2019)
 DM6934
 DM6934                         *CURRENT SURVEY CONTROL
 DM6934  ______________________________________________________________________
 DM6934* NAD 83(1986) POSITION- 39 48 45.     (N) 075 18 46.     (W)   SCALED
 DM6934* NAVD 88 ORTHO HEIGHT -     2.102 (meters)        6.90  (feet) ADJUSTED
 DM6934  ______________________________________________________________________
 DM6934  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 DM6934  DYNAMIC HEIGHT  -          2.101 (meters)        6.89  (feet) COMP
 DM6934  MODELED GRAVITY -    980,168.9   (mgal)                       NAVD 88
 DM6934
 DM6934  VERT ORDER      -  FIRST     CLASS II
 DM6934
 DM6934.The horizontal coordinates were scaled from a map and have
 DM6934.an estimated accuracy of +/- 6 seconds.
 DM6934
 DM6934.The orthometric height was determined by differential leveling and
 DM6934.adjusted by the NATIONAL GEODETIC SURVEY
 DM6934.in May 2011.
 DM6934
 DM6934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6934.GEOID18 height accuracy estimate available here.
 DM6934
 DM6934.Click photographs - Photos may exist for this station.
 DM6934
 DM6934.The dynamic height is computed by dividing the NAVD 88
 DM6934.geopotential number by the normal gravity value computed on the
 DM6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6934.degrees latitude (g = 980.6199 gals.).
 DM6934
 DM6934.The modeled gravity was interpolated from observed gravity values.
 DM6934
 DM6934;                    North         East    Units  Estimated Accuracy
 DM6934;SPC NJ       -   109,010.       80,410.      MT  (+/- 180 meters Scaled)
 DM6934
 DM6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK732069(NAD 83)
 DM6934
 DM6934                          SUPERSEDED SURVEY CONTROL
 DM6934
 DM6934.No superseded survey control is available for this station.
 DM6934
 DM6934_MARKER: DD = SURVEY DISK
 DM6934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6934_STAMPING: 1044
 DM6934_MARK LOGO: CGS+SS
 DM6934_PROJECTION: RECESSED 30 CENTIMETERS
 DM6934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6934+STABILITY: SURFACE MOTION
 DM6934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6934+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2021
 DM6934
 DM6934  HISTORY     - Date     Condition        Report By
 DM6934  HISTORY     - 1938     MONUMENTED       CGS+SS
 DM6934  HISTORY     - 20080303 GOOD             NJGS
 DM6934  HISTORY     - 20210427 GOOD             AAAS
 DM6934
 DM6934                          STATION DESCRIPTION
 DM6934
 DM6934'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6934'THE STATION IS LOCATED IN LOGAN TOWNSHIP ON THE NORTHWEST SIDE OF
 DM6934'STATE ROUTE 44.
 DM6934'
 DM6934'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44 AND U.S.
 DM6934'HIGHWAY 130 BRIDGE SPANNING ROUTE 44, JUST EAST OF BRIDGEPORT, GO
 DM6934'NORTHEAST ON STATE ROUTE 44 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE
 DM6934'LEFT, THE STATION IS ALSO ABOUT 0.1 MI (0.2 KM) NORTHEAST ALONG ROUTE
 DM6934'44 FROM THE JUNCTION WITH FLOODGATES ROAD (COUNTY ROAD 684).
 DM6934'
 DM6934'THE STATION IS 9.0 FT (2.7 M) NORTHEAST OF POLE NUMBER S18562, 2.0 FT
 DM6934'(0.6 M) SOUTHEAST OF A METAL WITNESS POST/SIGN, 80.0 FT (24.4 M)
 DM6934'SOUTHWEST OF POLE NUMBER G29750, 26.0 FT (7.9 M) NORTHWEST OF THE
 DM6934'CENTERLINE OF ROUTE 44, 49.2 FT (15.0 M) SOUTHWEST OF THE CENTERLINE
 DM6934'OF A DIRT DRIVEWAY, 102.2 FT (31.2 M) NORTHEAST OF A ROAD SIGN (COUNTY
 DM6934'ROAD 684).
 DM6934
 DM6934                          STATION RECOVERY (2021)
 DM6934
 DM6934'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6934'THE MARK IS 9.5 FT (2.9 M) EAST-SOUTHEAST FROM WOOD UTILITY POLE
 DM6934'NUMBER S18562, 80.0 FT (24.4 M) WEST AND ACROSS THE ROAD FROM WOOD
 DM6934'UTILITY POLE NUMBER G29750 AND 25.3 FT (7.7 M) NORTHWEST FROM THE
 DM6934'CENTERLINE OF STATE HIGHWAY 44.
 DM6934'
 DM6934'THE DIRT DRIVEWAY MENTIONED IN THE PREVIOUS DESCRIPTION IS NOT
 DM6934'VISIBLE.  THE ROAD SIGN (COUNTY ROAD 684) AND THE METAL WITNESS POST
 DM6934'AND SIGN HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3381 ***********************************************************************
 DI3381  DESIGNATION -  1045
 DI3381  PID         -  DI3381
 DI3381  STATE/COUNTY-  NJ/GLOUCESTER
 DI3381  COUNTRY     -  US
 DI3381  USGS QUAD   -  BRIDGEPORT (2019)
 DI3381
 DI3381                         *CURRENT SURVEY CONTROL
 DI3381  ______________________________________________________________________
 DI3381* NAD 83(1986) POSITION- 39 49 31.     (N) 075 17 08.     (W)   SCALED
 DI3381* NAVD 88 ORTHO HEIGHT -     4.289 (meters)       14.07  (feet) ADJUSTED
 DI3381  ______________________________________________________________________
 DI3381  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 DI3381  DYNAMIC HEIGHT  -          4.287 (meters)       14.06  (feet) COMP
 DI3381  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 DI3381
 DI3381  VERT ORDER      -  FIRST     CLASS II
 DI3381
 DI3381.The horizontal coordinates were scaled from a map and have
 DI3381.an estimated accuracy of +/- 6 seconds.
 DI3381
 DI3381.The orthometric height was determined by differential leveling and
 DI3381.adjusted by the NATIONAL GEODETIC SURVEY
 DI3381.in June 2007.
 DI3381
 DI3381.No vertical observational check was made to the station.
 DI3381
 DI3381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3381.GEOID18 height accuracy estimate available here.
 DI3381
 DI3381.Click photographs - Photos may exist for this station.
 DI3381
 DI3381.The dynamic height is computed by dividing the NAVD 88
 DI3381.geopotential number by the normal gravity value computed on the
 DI3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3381.degrees latitude (g = 980.6199 gals.).
 DI3381
 DI3381.The modeled gravity was interpolated from observed gravity values.
 DI3381
 DI3381;                    North         East    Units  Estimated Accuracy
 DI3381;SPC NJ       -   110,410.       82,750.      MT  (+/- 180 meters Scaled)
 DI3381
 DI3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK755084(NAD 83)
 DI3381
 DI3381                          SUPERSEDED SURVEY CONTROL
 DI3381
 DI3381.No superseded survey control is available for this station.
 DI3381
 DI3381_MARKER: DD = SURVEY DISK
 DI3381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3381_STAMPING: 1045 15.169
 DI3381_MARK LOGO: CGS+SS
 DI3381_PROJECTION: FLUSH
 DI3381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3381+STABILITY: SURFACE MOTION
 DI3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3381+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DI3381
 DI3381  HISTORY     - Date     Condition        Report By
 DI3381  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3381  HISTORY     - 20030627 GOOD             NJGS
 DI3381  HISTORY     - 20080303 GOOD             NJGS
 DI3381  HISTORY     - 20201026 GOOD             NJGS
 DI3381  HISTORY     - 20210420 GOOD             AAAS
 DI3381
 DI3381                          STATION DESCRIPTION
 DI3381
 DI3381'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3381'THE STATION IS LOCATED IN GREENWICH TOWNSHIP IN THE COMMUNITY OF
 DI3381'GIBBSTOWN ON THE  NORTHEAST SIDE OF BROAD STREET, STATE ROUTE 44.
 DI3381'
 DI3381'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3381'ROUTE 44 AND  DELAWARE STREET, IN THE BOROUGH OF PAULSBORO, GO
 DI3381'SOUTHWEST ON STATE ROUTE 44 FOR 2.4  MI (3.86 KM) TO THE INTERSECTION
 DI3381'WITH SCHOOL STREET AND THE STATION ON THE RIGHT, SET  FLUSH WITH THE
 DI3381'SIDEWALK AT THE NORTHEAST CORNER OF THE INTERSECTION.
 DI3381'
 DI3381'THE STATION IS 12.0 M (39.4 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 DI3381'THE GIBBSTOWN  SCHOOL BUILDING, 9.7 M (31.8 FT) WEST FROM A FIRE
 DI3381'HYDRANT AND 2.4 M (7.9 FT) NORTHEAST FROM  WOOD UTILITY POLE NUMBER
 DI3381'5620.
 DI3381
 DI3381                          STATION RECOVERY (2008)
 DI3381
 DI3381'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DI3381'RECOVERED AS DESCRIBED.
 DI3381
 DI3381                          STATION RECOVERY (2020)
 DI3381
 DI3381'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3381'ADDITIONAL TIES ARE 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF BROAD
 DI3381'STREET AND 19.6 M (64.3 FT) SOUTH OF POLE S5621.
 DI3381
 DI3381                          STATION RECOVERY (2021)
 DI3381
 DI3381'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3381'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0614 ***********************************************************************
 JU0614  DESIGNATION -  105 CNJRR
 JU0614  PID         -  JU0614
 JU0614  STATE/COUNTY-  NJ/CAMDEN
 JU0614  COUNTRY     -  US
 JU0614  USGS QUAD   -  HAMMONTON (2019)
 JU0614
 JU0614                         *CURRENT SURVEY CONTROL
 JU0614  ______________________________________________________________________
 JU0614* NAD 83(1986) POSITION- 39 39 21.     (N) 074 51 36.     (W)   SCALED
 JU0614* NAVD 88 ORTHO HEIGHT -    31.814 (meters)      104.38  (feet) ADJUSTED
 JU0614  ______________________________________________________________________
 JU0614  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JU0614  DYNAMIC HEIGHT  -         31.798 (meters)      104.32  (feet) COMP
 JU0614  MODELED GRAVITY -    980,129.8   (mgal)                       NAVD 88
 JU0614
 JU0614  VERT ORDER      -  SECOND    CLASS 0
 JU0614
 JU0614.The horizontal coordinates were scaled from a map and have
 JU0614.an estimated accuracy of +/- 6 seconds.
 JU0614
 JU0614.The orthometric height was determined by differential leveling and
 JU0614.adjusted by the NATIONAL GEODETIC SURVEY
 JU0614.in June 1991.
 JU0614
 JU0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0614.GEOID18 height accuracy estimate available here.
 JU0614
 JU0614.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ120895(NAD 83)
 JU0614
 JU0614                          SUPERSEDED SURVEY CONTROL
 JU0614
 JU0614  NGVD 29 (11/26/84)   32.182  (m)          105.58   (f) ADJUSTED    2 0
 JU0614
 JU0614.Superseded values are not recommended for survey control.
 JU0614
 JU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0614.See file dsdata.pdf to determine how the superseded data were derived.
 JU0614
 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  HISTORY     - 20210820 MARK NOT FOUND   NJGS
 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.
 JU0614
 JU0614                          STATION RECOVERY (2021)
 JU0614
 JU0614'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU0614'RAILROAD HAS BEEN ABANDONED, DESCRIPTIVE TEXT AND LOCATION UNSUITABLE
 JU0614'FOR A GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4337 ***********************************************************************
 AI4337  DESIGNATION -  1057
 AI4337  PID         -  AI4337
 AI4337  STATE/COUNTY-  NJ/GLOUCESTER
 AI4337  COUNTRY     -  US
 AI4337  USGS QUAD   -  WOODSTOWN (2019)
 AI4337
 AI4337                         *CURRENT SURVEY CONTROL
 AI4337  ______________________________________________________________________
 AI4337* NAD 83(2011) POSITION- 39 41 40.42995(N) 075 16 45.41111(W)   ADJUSTED
 AI4337* NAD 83(2011) ELLIP HT-    -6.656 (meters)        (06/27/12)   ADJUSTED
 AI4337* NAD 83(2011) EPOCH   -  2010.00
 AI4337* NAVD 88 ORTHO HEIGHT -    26.6   (meters)       87.    (feet) GPS OBS
 AI4337  ______________________________________________________________________
 AI4337  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4337  GEOID HEIGHT    -        -33.243 (meters)                     GEOID99
 AI4337  GEOID HEIGHT    -        -33.236 (meters)                     GEOID18
 AI4337  NAD 83(2011) X  -  1,248,795.066 (meters)                     COMP
 AI4337  NAD 83(2011) Y  - -4,753,120.367 (meters)                     COMP
 AI4337  NAD 83(2011) Z  -  4,051,944.405 (meters)                     COMP
 AI4337  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 AI4337
 AI4337  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4337  Standards:
 AI4337         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4337            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4337  -------------------------------------------------------------------
 AI4337  NETWORK    0.60   1.02           0.28   0.20   0.52     -0.08143565
 AI4337  -------------------------------------------------------------------
 AI4337  Click here for local accuracies and other accuracy information.
 AI4337
 AI4337.The horizontal coordinates were established by GPS observations
 AI4337.and adjusted by the National Geodetic Survey in June 2012.
 AI4337
 AI4337.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4337.been affixed to the stable North American tectonic plate. See 
 AI4337.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4337
 AI4337.The horizontal coordinates are valid at the epoch date displayed above
 AI4337.which is a decimal equivalence of Year/Month/Day.
 AI4337
 AI4337.The orthometric height was determined by GPS observations and a
 AI4337.high-resolution geoid model.
 AI4337
 AI4337.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4337.GEOID18 height accuracy estimate available here.
 AI4337
 AI4337.Click photographs - Photos may exist for this station.
 AI4337
 AI4337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4337
 AI4337.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4337
 AI4337.The ellipsoidal height was determined by GPS observations
 AI4337.and is referenced to NAD 83.
 AI4337
 AI4337. The following values were computed from the NAD 83(2011) position.
 AI4337
 AI4337;                    North         East     Units Scale Factor Converg.
 AI4337;SPC NJ       -    95,895.012    83,164.957   MT  0.99995498   -0 29 51.9
 AI4337;SPC NJ       -   314,615.55    272,850.36   sFT  0.99995498   -0 29 51.9
 AI4337;UTM  18      - 4,393,894.965   476,054.776   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7605493894(NAD 83)
 AI4337
 AI4337                          SUPERSEDED SURVEY CONTROL
 AI4337
 AI4337  NAD 83(2007)-  39 41 40.43028(N)    075 16 45.41183(W) AD(2002.00) 0
 AI4337  ELLIP H (02/10/07)   -6.643  (m)                       GP(2002.00)    
 AI4337  ELLIP H (09/25/02)   -6.638  (m)                       GP(       ) 4 1
 AI4337  NAD 83(1996)-  39 41 40.43027(N)    075 16 45.41188(W) AD(       ) 1
 AI4337  ELLIP H (03/31/00)   -6.632  (m)                       GP(       ) 3 1
 AI4337
 AI4337.Superseded values are not recommended for survey control.
 AI4337
 AI4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4337.See file dsdata.pdf to determine how the superseded data were derived.
 AI4337
 AI4337_MARKER: DB = BENCH MARK DISK
 AI4337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4337_STAMPING: 1057 88.391
 AI4337_MARK LOGO: CGS+SS
 AI4337_PROJECTION: FLUSH
 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 - August 14, 2019
 AI4337
 AI4337  HISTORY     - Date     Condition        Report By
 AI4337  HISTORY     - 1939     MONUMENTED       NJGS
 AI4337  HISTORY     - 19990707 GOOD             NJGS
 AI4337  HISTORY     - 20051108 GOOD             GEOCAC
 AI4337  HISTORY     - 20190814 GOOD             NJGS
 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.
 AI4337
 AI4337                          STATION RECOVERY (2019)
 AI4337
 AI4337'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AI4337'ADDITIONAL TIES ARE 8.8 M (28.9 FT) SOUTHWEST OF MILEPOST 13.5 AND 2.3
 AI4337'M (7.5 FT) SOUTHEAST OF EDGE OF PAVEMENT.  HOUSE NUMBER 1449 DOES NOT
 AI4337'EXIST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0615 ***********************************************************************
 JU0615  DESIGNATION -  106 CNJRR
 JU0615  PID         -  JU0615
 JU0615  STATE/COUNTY-  NJ/CAMDEN
 JU0615  COUNTRY     -  US
 JU0615  USGS QUAD   -  HAMMONTON (2019)
 JU0615
 JU0615                         *CURRENT SURVEY CONTROL
 JU0615  ______________________________________________________________________
 JU0615* NAD 83(1986) POSITION- 39 38 39.     (N) 074 52 15.     (W)   SCALED
 JU0615* NAVD 88 ORTHO HEIGHT -    32.582 (meters)      106.90  (feet) ADJUSTED
 JU0615  ______________________________________________________________________
 JU0615  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 JU0615  DYNAMIC HEIGHT  -         32.565 (meters)      106.84  (feet) COMP
 JU0615  MODELED GRAVITY -    980,127.9   (mgal)                       NAVD 88
 JU0615
 JU0615  VERT ORDER      -  SECOND    CLASS 0
 JU0615
 JU0615.The horizontal coordinates were scaled from a map and have
 JU0615.an estimated accuracy of +/- 6 seconds.
 JU0615
 JU0615.The orthometric height was determined by differential leveling and
 JU0615.adjusted by the NATIONAL GEODETIC SURVEY
 JU0615.in June 1991.
 JU0615
 JU0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0615.GEOID18 height accuracy estimate available here.
 JU0615
 JU0615.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ110882(NAD 83)
 JU0615
 JU0615                          SUPERSEDED SURVEY CONTROL
 JU0615
 JU0615  NGVD 29 (11/26/84)   32.949  (m)          108.10   (f) ADJUSTED    2 0
 JU0615
 JU0615.Superseded values are not recommended for survey control.
 JU0615
 JU0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0615.See file dsdata.pdf to determine how the superseded data were derived.
 JU0615
 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 = JULY 24, 2026 22:12:30 EDT
 KV6091 ***********************************************************************
 KV6091  DESIGNATION -  10633
 KV6091  PID         -  KV6091
 KV6091  STATE/COUNTY-  NJ/HUNTERDON
 KV6091  COUNTRY     -  US
 KV6091  USGS QUAD   -  FRENCHTOWN (2019)
 KV6091
 KV6091                         *CURRENT SURVEY CONTROL
 KV6091  ______________________________________________________________________
 KV6091* NAD 83(1986) POSITION- 40 31 17.     (N) 075 03 08.     (W)   SCALED
 KV6091* NAVD 88 ORTHO HEIGHT -    52.732 (meters)      173.00  (feet) ADJUSTED
 KV6091  ______________________________________________________________________
 KV6091  GEOID HEIGHT    -        -34.098 (meters)                     GEOID18
 KV6091  DYNAMIC HEIGHT  -         52.707 (meters)      172.92  (feet) COMP
 KV6091  MODELED GRAVITY -    980,148.5   (mgal)                       NAVD 88
 KV6091
 KV6091  VERT ORDER      -  FIRST     CLASS I
 KV6091
 KV6091.The horizontal coordinates were scaled from a map and have
 KV6091.an estimated accuracy of +/- 6 seconds.
 KV6091
 KV6091.The orthometric height was determined by differential leveling and
 KV6091.adjusted by the NATIONAL GEODETIC SURVEY
 KV6091.in June 1991.
 KV6091
 KV6091.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6091.GEOID18 height accuracy estimate available here.
 KV6091
 KV6091.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK955856(NAD 83)
 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
 KV6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6091.See file dsdata.pdf to determine how the superseded data were derived.
 KV6091
 KV6091_MARKER: DD = SURVEY DISK
 KV6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DM7812 ***********************************************************************
 DM7812  DESIGNATION -  10664
 DM7812  PID         -  DM7812
 DM7812  STATE/COUNTY-  NJ/HUNTERDON
 DM7812  COUNTRY     -  US
 DM7812  USGS QUAD   -  FLEMINGTON (2019)
 DM7812
 DM7812                         *CURRENT SURVEY CONTROL
 DM7812  ______________________________________________________________________
 DM7812* NAD 83(1986) POSITION- 40 30 16.08   (N) 074 52 18.24   (W)   HD_HELD1
 DM7812* NAVD 88 ORTHO HEIGHT -    61.039 (meters)      200.26  (feet) ADJUSTED
 DM7812  ______________________________________________________________________
 DM7812  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 DM7812  DYNAMIC HEIGHT  -         61.010 (meters)      200.16  (feet) COMP
 DM7812  MODELED GRAVITY -    980,152.7   (mgal)                       NAVD 88
 DM7812
 DM7812  VERT ORDER      -  SECOND    CLASS II
 DM7812
 DM7812.The horizontal coordinates were determined by differentially corrected
 DM7812.hand held GPS observations or other comparable positioning techniques
 DM7812.and have an estimated accuracy of +/- 3 meters.
 DM7812
 DM7812.The orthometric height was determined by differential leveling and
 DM7812.adjusted by the NATIONAL GEODETIC SURVEY
 DM7812.in April 2013.
 DM7812
 DM7812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7812.GEOID18 height accuracy estimate available here.
 DM7812
 DM7812.Click photographs - Photos may exist for this station.
 DM7812
 DM7812.The dynamic height is computed by dividing the NAVD 88
 DM7812.geopotential number by the normal gravity value computed on the
 DM7812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7812.degrees latitude (g = 980.6199 gals.).
 DM7812
 DM7812.The modeled gravity was interpolated from observed gravity values.
 DM7812
 DM7812;                    North         East    Units  Estimated Accuracy
 DM7812;SPC NJ       -   185,590.9     118,494.2     MT  (+/- 3 meters HH1 GPS) 
 DM7812
 DM7812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1086783758(NAD 83)
 DM7812
 DM7812                          SUPERSEDED SURVEY CONTROL
 DM7812
 DM7812.No superseded survey control is available for this station.
 DM7812
 DM7812_MARKER: DD = SURVEY DISK
 DM7812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7812_STAMPING: 10664 1941
 DM7812_MARK LOGO: NJDCED
 DM7812_PROJECTION: FLUSH
 DM7812_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7812+STABILITY: SURFACE MOTION
 DM7812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7812+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DM7812
 DM7812  HISTORY     - Date     Condition        Report By
 DM7812  HISTORY     - 1941     MONUMENTED       NJDCED
 DM7812  HISTORY     - 20100409 GOOD             NJGS
 DM7812  HISTORY     - 20190918 GOOD             NJGS
 DM7812  HISTORY     - 20190927 SEE DESCRIPTION  NJGS
 DM7812  HISTORY     - 20250924 GOOD             AAAS
 DM7812
 DM7812                          STATION DESCRIPTION
 DM7812
 DM7812'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DM7812'THE STATION IS LOCATED IN RARITAN TOWNSHIP IN A LANDSCAPED GRASS AREA
 DM7812'WITHIN THE BOUNDARY OF A TRAFFIC CIRCLE CONNECTING STATE HIGHWAY 12
 DM7812'WITH MINE STREET AND SERGEANTVILLE FLEMINGTON ROAD, COUNTY ROAD 523.
 DM7812'
 DM7812'THE STATION IS 35.0 FT (10.7 M) NORTHEAST FROM A ONE WAY TRAFFIC SIGN
 DM7812'ON THE SOUTHWEST SIDE OF THE TRAFFIC CIRCLE, 48.0 FT (14.6 M) EAST
 DM7812'FROM AND RADIAL TO THE CONCRETE CURB SURROUNDING THE TRAFFIC CIRCLE,
 DM7812'53.4 FT (16.3 M) EAST-SOUTHEAST FROM A TRIANGULAR YIELD SIGN AT THE
 DM7812'WEST SIDE OF THE TRAFFIC CIRCLE AND 1.1 FT (0.3 M) EAST FROM A METAL
 DM7812'WITNESS POST WITH SIGN ATTACHED.
 DM7812'
 DM7812'NOTE-THE DISK IS SET FLUSH WITH THE GROUND AND THE STAMPING IS
 DM7812'ILLEGIBLE DUE TO NUMEROUS SCRAPES FROM LAWN MOWING EQUIPMENT.
 DM7812
 DM7812                          STATION RECOVERY (2019)
 DM7812
 DM7812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DM7812'STAMPING ILLEGIBLE.
 DM7812
 DM7812                          STATION RECOVERY (2019)
 DM7812
 DM7812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DM7812'STAMPING ILLEGIBLE.
 DM7812
 DM7812                          STATION RECOVERY (2025)
 DM7812
 DM7812'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DM7812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4339 ***********************************************************************
 AI4339  DESIGNATION -  1068
 AI4339  PID         -  AI4339
 AI4339  STATE/COUNTY-  NJ/GLOUCESTER
 AI4339  COUNTRY     -  US
 AI4339  USGS QUAD   -  WOODBURY (2019)
 AI4339
 AI4339                         *CURRENT SURVEY CONTROL
 AI4339  ______________________________________________________________________
 AI4339* NAD 83(2011) POSITION- 39 47 33.52655(N) 075 14 01.74148(W)   ADJUSTED
 AI4339* NAD 83(2011) ELLIP HT-   -11.991 (meters)        (06/27/12)   ADJUSTED
 AI4339* NAD 83(2011) EPOCH   -  2010.00
 AI4339* NAVD 88 ORTHO HEIGHT -    21.0   (meters)       69.    (feet) GPS OBS
 AI4339  ______________________________________________________________________
 AI4339  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4339  GEOID HEIGHT    -        -33.022 (meters)                     GEOID99
 AI4339  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 AI4339  NAD 83(2011) X  -  1,250,790.605 (meters)                     COMP
 AI4339  NAD 83(2011) Y  - -4,745,391.357 (meters)                     COMP
 AI4339  NAD 83(2011) Z  -  4,060,314.491 (meters)                     COMP
 AI4339  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 AI4339
 AI4339  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4339  Standards:
 AI4339         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4339            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4339  -------------------------------------------------------------------
 AI4339  NETWORK    0.61   1.06           0.28   0.21   0.54     -0.13854859
 AI4339  -------------------------------------------------------------------
 AI4339  Click here for local accuracies and other accuracy information.
 AI4339
 AI4339.The horizontal coordinates were established by GPS observations
 AI4339.and adjusted by the National Geodetic Survey in June 2012.
 AI4339
 AI4339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4339.been affixed to the stable North American tectonic plate. See 
 AI4339.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4339
 AI4339.The horizontal coordinates are valid at the epoch date displayed above
 AI4339.which is a decimal equivalence of Year/Month/Day.
 AI4339
 AI4339.The orthometric height was determined by GPS observations and a
 AI4339.high-resolution geoid model.
 AI4339
 AI4339.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4339.GEOID18 height accuracy estimate available here.
 AI4339
 AI4339.Click photographs - Photos may exist for this station.
 AI4339
 AI4339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4339
 AI4339.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4339
 AI4339.The ellipsoidal height was determined by GPS observations
 AI4339.and is referenced to NAD 83.
 AI4339
 AI4339. The following values were computed from the NAD 83(2011) position.
 AI4339
 AI4339;                    North         East     Units Scale Factor Converg.
 AI4339;SPC NJ       -   106,751.261    87,153.372   MT  0.99994861   -0 28 10.8
 AI4339;SPC NJ       -   350,233.10    285,935.69   sFT  0.99994861   -0 28 10.8
 AI4339;UTM  18      - 4,404,769.538   479,981.196   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7998104769(NAD 83)
 AI4339
 AI4339                          SUPERSEDED SURVEY CONTROL
 AI4339
 AI4339  NAD 83(2007)-  39 47 33.52693(N)    075 14 01.74225(W) AD(2002.00) 0
 AI4339  ELLIP H (02/10/07)  -11.979  (m)                       GP(2002.00)    
 AI4339  ELLIP H (09/25/02)  -11.973  (m)                       GP(       ) 4 1
 AI4339  NAD 83(1996)-  39 47 33.52679(N)    075 14 01.74228(W) AD(       ) 1
 AI4339  ELLIP H (03/31/00)  -11.961  (m)                       GP(       ) 3 1
 AI4339
 AI4339.Superseded values are not recommended for survey control.
 AI4339
 AI4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4339.See file dsdata.pdf to determine how the superseded data were derived.
 AI4339
 AI4339_MARKER: DD = SURVEY DISK
 AI4339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4339_STAMPING: 1068 70.112
 AI4339_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0616 ***********************************************************************
 JU0616  DESIGNATION -  107 CNJRR
 JU0616  PID         -  JU0616
 JU0616  STATE/COUNTY-  NJ/CAMDEN
 JU0616  COUNTRY     -  US
 JU0616  USGS QUAD   -  WILLIAMSTOWN (2019)
 JU0616
 JU0616                         *CURRENT SURVEY CONTROL
 JU0616  ______________________________________________________________________
 JU0616* NAD 83(1986) POSITION- 39 37 49.     (N) 074 52 39.     (W)   SCALED
 JU0616* NAVD 88 ORTHO HEIGHT -    34.631 (meters)      113.62  (feet) ADJUSTED
 JU0616  ______________________________________________________________________
 JU0616  GEOID HEIGHT    -        -33.463 (meters)                     GEOID18
 JU0616  DYNAMIC HEIGHT  -         34.614 (meters)      113.56  (feet) COMP
 JU0616  MODELED GRAVITY -    980,126.3   (mgal)                       NAVD 88
 JU0616
 JU0616  VERT ORDER      -  SECOND    CLASS 0
 JU0616
 JU0616.The horizontal coordinates were scaled from a map and have
 JU0616.an estimated accuracy of +/- 6 seconds.
 JU0616
 JU0616.The orthometric height was determined by differential leveling and
 JU0616.adjusted by the NATIONAL GEODETIC SURVEY
 JU0616.in June 1991.
 JU0616
 JU0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0616.GEOID18 height accuracy estimate available here.
 JU0616
 JU0616.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ105867(NAD 83)
 JU0616
 JU0616                          SUPERSEDED SURVEY CONTROL
 JU0616
 JU0616  NGVD 29 (11/26/84)   34.998  (m)          114.82   (f) ADJUSTED    2 0
 JU0616
 JU0616.Superseded values are not recommended for survey control.
 JU0616
 JU0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0616.See file dsdata.pdf to determine how the superseded data were derived.
 JU0616
 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  HISTORY     - 20210820 MARK NOT FOUND   NJGS
 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.
 JU0616
 JU0616                          STATION RECOVERY (2021)
 JU0616
 JU0616'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU0616'RAILROAD HAS BEEN ABANDONED, DESCRIPTIVE TEXT AND LOCATION UNSUITABLE
 JU0616'FOR A GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3342 ***********************************************************************
 DI3342  DESIGNATION -  1071
 DI3342  PID         -  DI3342
 DI3342  STATE/COUNTY-  NJ/GLOUCESTER
 DI3342  COUNTRY     -  US
 DI3342  USGS QUAD   -  WOODBURY (2019)
 DI3342
 DI3342                         *CURRENT SURVEY CONTROL
 DI3342  ______________________________________________________________________
 DI3342* NAD 83(1986) POSITION- 39 49 48.59   (N) 075 14 24.93   (W)   HD_HELD1
 DI3342* NAVD 88 ORTHO HEIGHT -     2.914 (meters)        9.56  (feet) ADJUSTED
 DI3342  ______________________________________________________________________
 DI3342  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 DI3342  DYNAMIC HEIGHT  -          2.913 (meters)        9.56  (feet) COMP
 DI3342  MODELED GRAVITY -    980,174.1   (mgal)                       NAVD 88
 DI3342
 DI3342  VERT ORDER      -  FIRST     CLASS II
 DI3342
 DI3342.The horizontal coordinates were determined by differentially corrected
 DI3342.hand held GPS observations or other comparable positioning techniques
 DI3342.and have an estimated accuracy of +/- 3 meters.
 DI3342
 DI3342.The orthometric height was determined by differential leveling and
 DI3342.adjusted by the NATIONAL GEODETIC SURVEY
 DI3342.in June 2007.
 DI3342
 DI3342.No vertical observational check was made to the station.
 DI3342
 DI3342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3342.GEOID18 height accuracy estimate available here.
 DI3342
 DI3342.Click photographs - Photos may exist for this station.
 DI3342
 DI3342.The dynamic height is computed by dividing the NAVD 88
 DI3342.geopotential number by the normal gravity value computed on the
 DI3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3342.degrees latitude (g = 980.6199 gals.).
 DI3342
 DI3342.The modeled gravity was interpolated from observed gravity values.
 DI3342
 DI3342;                    North         East    Units  Estimated Accuracy
 DI3342;SPC NJ       -   110,921.1      86,636.2     MT  (+/- 3 meters HH1 GPS) 
 DI3342
 DI3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7944008934(NAD 83)
 DI3342
 DI3342                          SUPERSEDED SURVEY CONTROL
 DI3342
 DI3342.No superseded survey control is available for this station.
 DI3342
 DI3342_MARKER: DD = SURVEY DISK
 DI3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3342_STAMPING: 1071 10.684
 DI3342_MARK LOGO: CGS+SS
 DI3342_PROJECTION: FLUSH
 DI3342_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3342+STABILITY: SURFACE MOTION
 DI3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3342+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2021
 DI3342
 DI3342  HISTORY     - Date     Condition        Report By
 DI3342  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3342  HISTORY     - 20030627 GOOD             NJGS
 DI3342  HISTORY     - 20210513 GOOD             AAAS
 DI3342
 DI3342                          STATION DESCRIPTION
 DI3342
 DI3342'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3342'THE STATION IS LOCATED IN THE BOROUGH OF PAULSBORO ON THE SOUTHEAST
 DI3342'SIDE OF BROAD  STREET, STATE ROUTE 44,  AT THE SOUTHEAST CORNER OF THE
 DI3342'INTERSECTION WITH DELAWARE  STREET, SET FLUSH WITH THE GROUND IN FRONT
 DI3342'OF THE SAINT PAULS UNITED METHODIST CHURCH.
 DI3342'
 DI3342'THE STATION IS 3.0 M (9.8 FT) SOUTH FROM THE SOUTHEAST CURB OF STATE
 DI3342'ROUTE 44, 2.7 M (8.9 FT)  SOUTH FROM WOOD UTILITY POLE NUMBER BT141
 DI3342'PA, 5.5 M (18.0 FT) EAST FROM THE EAST CURB OF  DELAWARE STREET AND
 DI3342'9.6 M (31.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF SAINT  PAULS
 DI3342'UNITED METHODIST CHURCH.  THE STATION IS SET ABOUT 0.50 M (1.6 FT)
 DI3342'ABOVE THE LEVEL OF  BROAD STREET.
 DI3342
 DI3342                          STATION RECOVERY (2021)
 DI3342
 DI3342'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6518 ***********************************************************************
 KV6518  DESIGNATION -  10743
 KV6518  PID         -  KV6518
 KV6518  STATE/COUNTY-  NJ/SOMERSET
 KV6518  COUNTRY     -  US
 KV6518  USGS QUAD   -  ROCKY HILL (2019)
 KV6518
 KV6518                         *CURRENT SURVEY CONTROL
 KV6518  ______________________________________________________________________
 KV6518* NAD 83(2011) POSITION- 40 29 28.37776(N) 074 38 58.43226(W)   ADJUSTED
 KV6518* NAD 83(2011) ELLIP HT-    -3.906 (meters)        (06/27/12)   ADJUSTED
 KV6518* NAD 83(2011) EPOCH   -  2010.00
 KV6518* NAVD 88 ORTHO HEIGHT -    29.5   (meters)       97.    (feet) GPS OBS
 KV6518  ______________________________________________________________________
 KV6518  NAVD 88 orthometric height was determined with geoid model    GEOID09
 KV6518  GEOID HEIGHT    -        -33.422 (meters)                     GEOID09
 KV6518  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 KV6518  NAD 83(2011) X  -  1,285,878.060 (meters)                     COMP
 KV6518  NAD 83(2011) Y  - -4,684,174.320 (meters)                     COMP
 KV6518  NAD 83(2011) Z  -  4,119,615.599 (meters)                     COMP
 KV6518  LAPLACE CORR    -          4.38  (seconds)                    DEFLEC18
 KV6518
 KV6518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6518  Standards:
 KV6518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6518  -------------------------------------------------------------------
 KV6518  NETWORK    1.89   3.72           0.84   0.69   1.90     -0.01255908
 KV6518  -------------------------------------------------------------------
 KV6518  Click here for local accuracies and other accuracy information.
 KV6518
 KV6518.The horizontal coordinates were established by GPS observations
 KV6518.and adjusted by the National Geodetic Survey in June 2012.
 KV6518
 KV6518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6518.been affixed to the stable North American tectonic plate. See 
 KV6518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6518
 KV6518.The horizontal coordinates are valid at the epoch date displayed above
 KV6518.which is a decimal equivalence of Year/Month/Day.
 KV6518
 KV6518.The orthometric height was determined by GPS observations and a
 KV6518.high-resolution geoid model.
 KV6518
 KV6518.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6518.GEOID18 height accuracy estimate available here.
 KV6518
 KV6518.Click photographs - Photos may exist for this station.
 KV6518
 KV6518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6518
 KV6518.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6518
 KV6518.The ellipsoidal height was determined by GPS observations
 KV6518.and is referenced to NAD 83.
 KV6518
 KV6518. The following values were computed from the NAD 83(2011) position.
 KV6518
 KV6518;                    North         East     Units Scale Factor Converg.
 KV6518;SPC NJ       -   184,064.013   137,321.363   MT  0.99990198   -0 05 49.6
 KV6518;SPC NJ       -   603,883.35    450,528.51   sFT  0.99990198   -0 05 49.6
 KV6518;UTM  18      - 4,482,338.687   529,697.652   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2969782338(NAD 83)
 KV6518
 KV6518|---------------------------------------------------------------------|
 KV6518| PID    Reference Object                     Distance      Geod. Az  |
 KV6518|                                                           dddmmss.s |
 KV6518| KV6584 SC 168                              311.224 METERS 20107     |
 KV6518|---------------------------------------------------------------------|
 KV6518
 KV6518                          SUPERSEDED SURVEY CONTROL
 KV6518
 KV6518  NAD 83(2007)-  40 29 28.37773(N)    074 38 58.43341(W) AD(2002.00) 0
 KV6518  ELLIP H (02/10/07)   -3.938  (m)                       GP(2002.00)    
 KV6518  ELLIP H (10/23/02)   -3.903  (m)                       GP(       ) 4 1
 KV6518  NAD 83(1996)-  40 29 28.37784(N)    074 38 58.43350(W) AD(       ) 2
 KV6518  ELLIP H (05/14/99)   -3.892  (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)  UNKNOWN  model used  GPS OBS        
 KV6518
 KV6518.Superseded values are not recommended for survey control.
 KV6518
 KV6518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6518.See file dsdata.pdf to determine how the superseded data were derived.
 KV6518
 KV6518_STAMPING: 10743
 KV6518_MARK LOGO: NJGS
 KV6518_PROJECTION: FLUSH
 KV6518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6518+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 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  HISTORY     - 20050728 GOOD             B2A
 KV6518  HISTORY     - 20191107 MARK NOT FOUND   NJGS
 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.
 KV6518
 KV6518                          STATION RECOVERY (2005)
 KV6518
 KV6518'RECOVERY NOTE BY B2A CONSULTANTS 2005 (ARD)
 KV6518'DESCRIBED BY SOMERSET COUNTY 2005.  THE STATION IS LOCATED IN
 KV6518'HILLSBOROUGH TOWNSHIP, ON THE EAST SIDE OF U.S. HIGHWAY 206.
 KV6518'
 KV6518'TO REACH THE STATION THE STATION IS LOCATED 8.29 M (27.2 FT) SOUTHEAST
 KV6518'OF THE ROUTE 206 CENTERLINE, 31.94 M (104.8 FT) NORTHEAST OF POLE PS
 KV6518'2334 HT, 31.21 M (102.4 FT) NORTHEAST OF FIRE HYDRANT NUMBER 27, 17.52
 KV6518'M (57.5 FT) NORTHEAST OF POLE 51, 39.15 M (128.4 FT) SOUTHEAST OF POLE
 KV6518'D 387, 19.79 M (64.9 FT) SOUTHWEST OF POLE PS 4049 HT.  THE STATION IS
 KV6518'FLUSH WITH THE GROUND.
 KV6518
 KV6518                          STATION RECOVERY (2019)
 KV6518
 KV6518'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 KV6518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0617 ***********************************************************************
 JU0617  DESIGNATION -  108 CNJRR
 JU0617  PID         -  JU0617
 JU0617  STATE/COUNTY-  NJ/CAMDEN
 JU0617  COUNTRY     -  US
 JU0617  USGS QUAD   -  BUENA (2019)
 JU0617
 JU0617                         *CURRENT SURVEY CONTROL
 JU0617  ______________________________________________________________________
 JU0617* NAD 83(1986) POSITION- 39 37 01.     (N) 074 53 03.     (W)   SCALED
 JU0617* NAVD 88 ORTHO HEIGHT -    24.832 (meters)       81.47  (feet) ADJUSTED
 JU0617  ______________________________________________________________________
 JU0617  GEOID HEIGHT    -        -33.499 (meters)                     GEOID18
 JU0617  DYNAMIC HEIGHT  -         24.820 (meters)       81.43  (feet) COMP
 JU0617  MODELED GRAVITY -    980,124.6   (mgal)                       NAVD 88
 JU0617
 JU0617  VERT ORDER      -  SECOND    CLASS 0
 JU0617
 JU0617.The horizontal coordinates were scaled from a map and have
 JU0617.an estimated accuracy of +/- 6 seconds.
 JU0617
 JU0617.The orthometric height was determined by differential leveling and
 JU0617.adjusted by the NATIONAL GEODETIC SURVEY
 JU0617.in June 1991.
 JU0617
 JU0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0617.GEOID18 height accuracy estimate available here.
 JU0617
 JU0617.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ099852(NAD 83)
 JU0617
 JU0617                          SUPERSEDED SURVEY CONTROL
 JU0617
 JU0617  NGVD 29 (11/26/84)   25.205  (m)           82.69   (f) ADJUSTED    2 0
 JU0617
 JU0617.Superseded values are not recommended for survey control.
 JU0617
 JU0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0617.See file dsdata.pdf to determine how the superseded data were derived.
 JU0617
 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 = JULY 24, 2026 22:12:30 EDT
 DM6021 ***********************************************************************
 DM6021  DESIGNATION -  10829
 DM6021  PID         -  DM6021
 DM6021  STATE/COUNTY-  NJ/ATLANTIC
 DM6021  COUNTRY     -  US
 DM6021  USGS QUAD   -  EGG HARBOR CITY (2019)
 DM6021
 DM6021                         *CURRENT SURVEY CONTROL
 DM6021  ______________________________________________________________________
 DM6021* NAD 83(1986) POSITION- 39 31 33.     (N) 074 39 03.     (W)   SCALED
 DM6021* NAVD 88 ORTHO HEIGHT -    17.774 (meters)       58.31  (feet) ADJUSTED
 DM6021  ______________________________________________________________________
 DM6021  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 DM6021  DYNAMIC HEIGHT  -         17.765 (meters)       58.28  (feet) COMP
 DM6021  MODELED GRAVITY -    980,131.2   (mgal)                       NAVD 88
 DM6021
 DM6021  VERT ORDER      -  FIRST     CLASS I
 DM6021
 DM6021.The horizontal coordinates were scaled from a map and have
 DM6021.an estimated accuracy of +/- 6 seconds.
 DM6021
 DM6021.The orthometric height was determined by differential leveling and
 DM6021.adjusted by the NATIONAL GEODETIC SURVEY
 DM6021.in May 2011.
 DM6021
 DM6021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6021.GEOID18 height accuracy estimate available here.
 DM6021
 DM6021.Click photographs - Photos may exist for this station.
 DM6021
 DM6021.The dynamic height is computed by dividing the NAVD 88
 DM6021.geopotential number by the normal gravity value computed on the
 DM6021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6021.degrees latitude (g = 980.6199 gals.).
 DM6021
 DM6021.The modeled gravity was interpolated from observed gravity values.
 DM6021
 DM6021;                    North         East    Units  Estimated Accuracy
 DM6021;SPC NJ       -    76,880.      137,030.      MT  (+/- 180 meters Scaled)
 DM6021
 DM6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ300751(NAD 83)
 DM6021
 DM6021                          SUPERSEDED SURVEY CONTROL
 DM6021
 DM6021.No superseded survey control is available for this station.
 DM6021
 DM6021_MARKER: DD = SURVEY DISK
 DM6021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6021_STAMPING: 10829
 DM6021_MARK LOGO: NJDCED
 DM6021_PROJECTION: RECESSED 5 CENTIMETERS
 DM6021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6021+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 DM6021
 DM6021  HISTORY     - Date     Condition        Report By
 DM6021  HISTORY     - 1946     MONUMENTED       NJDCED
 DM6021  HISTORY     - 20070817 GOOD             NJGS
 DM6021
 DM6021                          STATION DESCRIPTION
 DM6021
 DM6021'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM6021'THE STATION IS LOCATED IN EGG HARBOR CITY, ON THE SOUTHEAST CORNER OF
 DM6021'ROUTE 50 AND ALOE STREET (COUNTY ROAD 686).
 DM6021'
 DM6021'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 50 (SOUTH
 DM6021'PHILADELPHIA AVENUE) AND US HIGHWAY 30 (WHITEHORSE PIKE) IN EGG HARBOR
 DM6021'CITY, GO 0.3 MI (0.5 KM) SOUTHWEST ON ROUTE 50 TO THE STATION ON THE
 DM6021'LEFT.
 DM6021'
 DM6021'THE STATION IS AT THE NORTHWEST EDGE OF THE SIDEWALK, 15.4 FT (4.7 M)
 DM6021'SOUTHEAST OF THE SOUTHEAST CURB OF ROUTE 50, 23.9 FT (7.3 M)
 DM6021'SOUTH-SOUTHWEST OF POLE NUMBER H3383, 26.2 FT (8.0 M) SOUTHWEST OF A
 DM6021'FIRE HYDRANT, 7.5 FT (2.3 M) NORTHWEST OF A BRICK FENCE CORNER POST,
 DM6021'9.9 FT (3.0 M) NORTHEAST OF THE NORTHEAST CURB OF ALOE STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6020 ***********************************************************************
 DM6020  DESIGNATION -  10830
 DM6020  PID         -  DM6020
 DM6020  STATE/COUNTY-  NJ/ATLANTIC
 DM6020  COUNTRY     -  US
 DM6020  USGS QUAD   -  EGG HARBOR CITY (2019)
 DM6020
 DM6020                         *CURRENT SURVEY CONTROL
 DM6020  ______________________________________________________________________
 DM6020* NAD 83(1986) POSITION- 39 31 23.65   (N) 074 39 14.86   (W)   HD_HELD1
 DM6020* NAVD 88 ORTHO HEIGHT -    18.103 (meters)       59.39  (feet) ADJUSTED
 DM6020  ______________________________________________________________________
 DM6020  GEOID HEIGHT    -        -33.716 (meters)                     GEOID18
 DM6020  DYNAMIC HEIGHT  -         18.094 (meters)       59.36  (feet) COMP
 DM6020  MODELED GRAVITY -    980,130.7   (mgal)                       NAVD 88
 DM6020
 DM6020  VERT ORDER      -  FIRST     CLASS I
 DM6020
 DM6020.The horizontal coordinates were determined by differentially corrected
 DM6020.hand held GPS observations or other comparable positioning techniques
 DM6020.and have an estimated accuracy of +/- 3 meters.
 DM6020
 DM6020.The orthometric height was determined by differential leveling and
 DM6020.adjusted by the NATIONAL GEODETIC SURVEY
 DM6020.in May 2011.
 DM6020
 DM6020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6020.GEOID18 height accuracy estimate available here.
 DM6020
 DM6020.Click photographs - Photos may exist for this station.
 DM6020
 DM6020.The dynamic height is computed by dividing the NAVD 88
 DM6020.geopotential number by the normal gravity value computed on the
 DM6020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6020.degrees latitude (g = 980.6199 gals.).
 DM6020
 DM6020.The modeled gravity was interpolated from observed gravity values.
 DM6020
 DM6020;                    North         East    Units  Estimated Accuracy
 DM6020;SPC NJ       -    76,595.9     136,748.7     MT  (+/- 3 meters HH1 GPS) 
 DM6020
 DM6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2972774900(NAD 83)
 DM6020
 DM6020                          SUPERSEDED SURVEY CONTROL
 DM6020
 DM6020.No superseded survey control is available for this station.
 DM6020
 DM6020_MARKER: DD = SURVEY DISK
 DM6020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6020_STAMPING: 10830
 DM6020_MARK LOGO: NJDCED
 DM6020_PROJECTION: RECESSED 30 CENTIMETERS
 DM6020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6020+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 DM6020
 DM6020  HISTORY     - Date     Condition        Report By
 DM6020  HISTORY     - 1946     MONUMENTED       NJDCED
 DM6020  HISTORY     - 20070817 GOOD             NJGS
 DM6020
 DM6020                          STATION DESCRIPTION
 DM6020
 DM6020'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM6020'THE STATION IS LOCATED IN EGG HARBOR CITY, IN A SQUARE MONUMENT BOX IN
 DM6020'THE PAVING FOR THE DRIVEWAY FOR KUSTARD KORNER ICE CREAM BUSINESS ON
 DM6020'THE NORTHWEST SIDE OF NJ ROUTE 50.
 DM6020'
 DM6020'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 50 (SOUTH
 DM6020'PHILADELPHIA AVENUE) AND US HIGHWAY 30 (WHITEHORSE PIKE) IN EGG HARBOR
 DM6020'CITY, GO 0.5 MI (0.8 KM) SOUTHWEST ON ROUTE 50 TO THE STATION ON THE
 DM6020'RIGHT.
 DM6020'
 DM6020'THE STATION IS 19.0 FT (5.8 M) SOUTH-SOUTHWEST OF POLE NUMBER H3730,
 DM6020'22.7 FT (6.9 M) NORTHWEST OF THE CENTERLINE OF ROUTE 50, 139.9 FT
 DM6020'(42.6 M) SOUTHWEST OF THE CENTERLINE OF FAIRMONT STREET, 42.9 FT (13.1
 DM6020'M) NORTHEAST OF THE CENTERLINE OF BELLA DONNA STREET EXTENDED, 78.3 FT
 DM6020'(23.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE KUSTARD KORNER
 DM6020'BUILDING, 60.1 FT (18.3 M) NORTHEAST OF POLE NUMBER H3734.  THE
 DM6020'STATION IS ABOUT 12.0 INCHES (30 CM) BELOW GRADE IN A SQUARE MONUMENT
 DM6020'BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6019 ***********************************************************************
 DM6019  DESIGNATION -  10831
 DM6019  PID         -  DM6019
 DM6019  STATE/COUNTY-  NJ/ATLANTIC
 DM6019  COUNTRY     -  US
 DM6019  USGS QUAD   -  EGG HARBOR CITY (2019)
 DM6019
 DM6019                         *CURRENT SURVEY CONTROL
 DM6019  ______________________________________________________________________
 DM6019* NAD 83(1986) POSITION- 39 31 02.     (N) 074 39 39.     (W)   SCALED
 DM6019* NAVD 88 ORTHO HEIGHT -    20.578 (meters)       67.51  (feet) ADJUSTED
 DM6019  ______________________________________________________________________
 DM6019  GEOID HEIGHT    -        -33.735 (meters)                     GEOID18
 DM6019  DYNAMIC HEIGHT  -         20.568 (meters)       67.48  (feet) COMP
 DM6019  MODELED GRAVITY -    980,129.6   (mgal)                       NAVD 88
 DM6019
 DM6019  VERT ORDER      -  FIRST     CLASS I
 DM6019
 DM6019.The horizontal coordinates were scaled from a map and have
 DM6019.an estimated accuracy of +/- 6 seconds.
 DM6019
 DM6019.The orthometric height was determined by differential leveling and
 DM6019.adjusted by the NATIONAL GEODETIC SURVEY
 DM6019.in May 2011.
 DM6019
 DM6019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6019.GEOID18 height accuracy estimate available here.
 DM6019
 DM6019.Click photographs - Photos may exist for this station.
 DM6019
 DM6019.The dynamic height is computed by dividing the NAVD 88
 DM6019.geopotential number by the normal gravity value computed on the
 DM6019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6019.degrees latitude (g = 980.6199 gals.).
 DM6019
 DM6019.The modeled gravity was interpolated from observed gravity values.
 DM6019
 DM6019;                    North         East    Units  Estimated Accuracy
 DM6019;SPC NJ       -    75,930.      136,170.      MT  (+/- 180 meters Scaled)
 DM6019
 DM6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ291742(NAD 83)
 DM6019
 DM6019                          SUPERSEDED SURVEY CONTROL
 DM6019
 DM6019.No superseded survey control is available for this station.
 DM6019
 DM6019_MARKER: DD = SURVEY DISK
 DM6019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6019_STAMPING: 10831
 DM6019_MARK LOGO: NJDCED
 DM6019_PROJECTION: RECESSED 20 CENTIMETERS
 DM6019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6019+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 DM6019
 DM6019  HISTORY     - Date     Condition        Report By
 DM6019  HISTORY     - 1946     MONUMENTED       NJDCED
 DM6019  HISTORY     - 20070817 GOOD             NJGS
 DM6019
 DM6019                          STATION DESCRIPTION
 DM6019
 DM6019'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM6019'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, ON THE SOUTHEAST SIDE OF
 DM6019'NJ ROUTE 50 IN FRONT OF THE 4-H FACILITY.
 DM6019'
 DM6019'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 50 (SOUTH
 DM6019'PHILADELPHIA AVENUE) AND US HIGHWAY 30 (WHITEHORSE PIKE) IN EGG HARBOR
 DM6019'CITY, GO 1.1 MI (1.8 KM) SOUTHWEST ON ROUTE 50 TO THE STATION ON THE
 DM6019'LEFT.
 DM6019'
 DM6019'THE STATION IS 11.6 FT (3.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 DM6019'PAVING FOR ROUTE 50, 32.7 FT (10.0 M) SOUTHEAST OF THE CENTERLINE OF
 DM6019'ROUTE 50, 66.9 FT (20.4 M) SOUTHEAST AND ACROSS THE ROAD FROM POLE
 DM6019'NUMBER PS25419, 8.7 FT (2.7 M) NORTHWEST OF THE CHAIN LINK FENCE FOR
 DM6019'THE 4-H COMPLEX, 109.4 FT (33.3 M) NORTHEAST OF THE STONE SIGN FOR THE
 DM6019'4-H COMPLEX, 120.9 FT (36.9 M) SOUTHWEST OF THE NORTHEAST END OF THE
 DM6019'CHAIN LINK FENCE FOR THE 4-H COMPLEX, 108.0 FT (32.9 M) SOUTH AND
 DM6019'ACROSS THE ROAD FROM POLE NUMBER PS25418, 11.7 NORTHEAST OF MILEPOST
 DM6019'25.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6018 ***********************************************************************
 DM6018  DESIGNATION -  10832
 DM6018  PID         -  DM6018
 DM6018  STATE/COUNTY-  NJ/ATLANTIC
 DM6018  COUNTRY     -  US
 DM6018  USGS QUAD   -  EGG HARBOR CITY (2019)
 DM6018
 DM6018                         *CURRENT SURVEY CONTROL
 DM6018  ______________________________________________________________________
 DM6018* NAD 83(1986) POSITION- 39 30 53.     (N) 074 39 53.     (W)   SCALED
 DM6018* NAVD 88 ORTHO HEIGHT -    18.937 (meters)       62.13  (feet) ADJUSTED
 DM6018  ______________________________________________________________________
 DM6018  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 DM6018  DYNAMIC HEIGHT  -         18.928 (meters)       62.10  (feet) COMP
 DM6018  MODELED GRAVITY -    980,129.1   (mgal)                       NAVD 88
 DM6018
 DM6018  VERT ORDER      -  FIRST     CLASS I
 DM6018
 DM6018.The horizontal coordinates were scaled from a map and have
 DM6018.an estimated accuracy of +/- 6 seconds.
 DM6018
 DM6018.The orthometric height was determined by differential leveling and
 DM6018.adjusted by the NATIONAL GEODETIC SURVEY
 DM6018.in May 2011.
 DM6018
 DM6018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6018.GEOID18 height accuracy estimate available here.
 DM6018
 DM6018.Click photographs - Photos may exist for this station.
 DM6018
 DM6018.The dynamic height is computed by dividing the NAVD 88
 DM6018.geopotential number by the normal gravity value computed on the
 DM6018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6018.degrees latitude (g = 980.6199 gals.).
 DM6018
 DM6018.The modeled gravity was interpolated from observed gravity values.
 DM6018
 DM6018;                    North         East    Units  Estimated Accuracy
 DM6018;SPC NJ       -    75,650.      135,840.      MT  (+/- 180 meters Scaled)
 DM6018
 DM6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ288739(NAD 83)
 DM6018
 DM6018                          SUPERSEDED SURVEY CONTROL
 DM6018
 DM6018.No superseded survey control is available for this station.
 DM6018
 DM6018_MARKER: DD = SURVEY DISK
 DM6018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6018_STAMPING: 10832
 DM6018_MARK LOGO: NJDCED
 DM6018_PROJECTION: RECESSED 20 CENTIMETERS
 DM6018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6018+STABILITY: SURFACE MOTION
 DM6018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6018+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 DM6018
 DM6018  HISTORY     - Date     Condition        Report By
 DM6018  HISTORY     - 1946     MONUMENTED       NJDCED
 DM6018  HISTORY     - 20070817 GOOD             NJGS
 DM6018
 DM6018                          STATION DESCRIPTION
 DM6018
 DM6018'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM6018'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, ON THE SOUTHWEST CORNER
 DM6018'OF NJ ROUTE 50 (SOUTH PHILADELPHIA AVENUE) AND CHESTNUT STREET.
 DM6018'
 DM6018'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 50 (SOUTH
 DM6018'PHILADELPHIA AVENUE) AND US HIGHWAY 30 (WHITEHORSE PIKE) IN EGG HARBOR
 DM6018'CITY, GO 1.3 MI (2.1 KM) SOUTHWEST ON ROUTE 50 TO THE STATION ON THE
 DM6018'LEFT.
 DM6018'
 DM6018'THE STATION IS 43.8 FT (13.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DM6018'ROUTE 50, 15.0 FT (4.6 M) WEST OF THE CENTERLINE OF CHESTNUT STREET,
 DM6018'15.8 FT (4.8 M) SOUTH-SOUTHEAST OF POLE NUMBER H5660, 120.6 FT (36.8
 DM6018'M) NORTHWEST OF POLE NUMBER 23815, 76.1 FT (23.2 M) NORTH OF THE
 DM6018'NORTHEAST CORNER OF A 1 STORY BRICK AND STONE HOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6016 ***********************************************************************
 DM6016  DESIGNATION -  10836
 DM6016  PID         -  DM6016
 DM6016  STATE/COUNTY-  NJ/ATLANTIC
 DM6016  COUNTRY     -  US
 DM6016  USGS QUAD   -  EGG HARBOR CITY (2019)
 DM6016
 DM6016                         *CURRENT SURVEY CONTROL
 DM6016  ______________________________________________________________________
 DM6016* NAD 83(1986) POSITION- 39 29 59.     (N) 074 41 07.     (W)   SCALED
 DM6016* NAVD 88 ORTHO HEIGHT -    16.894 (meters)       55.43  (feet) ADJUSTED
 DM6016  ______________________________________________________________________
 DM6016  GEOID HEIGHT    -        -33.788 (meters)                     GEOID18
 DM6016  DYNAMIC HEIGHT  -         16.886 (meters)       55.40  (feet) COMP
 DM6016  MODELED GRAVITY -    980,125.5   (mgal)                       NAVD 88
 DM6016
 DM6016  VERT ORDER      -  FIRST     CLASS I
 DM6016
 DM6016.The horizontal coordinates were scaled from a map and have
 DM6016.an estimated accuracy of +/- 6 seconds.
 DM6016
 DM6016.The orthometric height was determined by differential leveling and
 DM6016.adjusted by the NATIONAL GEODETIC SURVEY
 DM6016.in May 2011.
 DM6016
 DM6016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6016.GEOID18 height accuracy estimate available here.
 DM6016
 DM6016.Click photographs - Photos may exist for this station.
 DM6016
 DM6016.The dynamic height is computed by dividing the NAVD 88
 DM6016.geopotential number by the normal gravity value computed on the
 DM6016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6016.degrees latitude (g = 980.6199 gals.).
 DM6016
 DM6016.The modeled gravity was interpolated from observed gravity values.
 DM6016
 DM6016;                    North         East    Units  Estimated Accuracy
 DM6016;SPC NJ       -    73,990.      134,070.      MT  (+/- 180 meters Scaled)
 DM6016
 DM6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ270722(NAD 83)
 DM6016
 DM6016                          SUPERSEDED SURVEY CONTROL
 DM6016
 DM6016.No superseded survey control is available for this station.
 DM6016
 DM6016_MARKER: DD = SURVEY DISK
 DM6016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6016_STAMPING: 10836
 DM6016_MARK LOGO: NJDCED
 DM6016_PROJECTION: RECESSED 20 CENTIMETERS
 DM6016_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6016+STABILITY: SURFACE MOTION
 DM6016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6016+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 DM6016
 DM6016  HISTORY     - Date     Condition        Report By
 DM6016  HISTORY     - 20070820 MONUMENTED       NJGS
 DM6016
 DM6016                          STATION DESCRIPTION
 DM6016
 DM6016'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6016'THE STATION IS LOCATED IN HAMILTON TOWNSHIP.
 DM6016'
 DM6016'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 322 AND NJ ROUTE
 DM6016'50 (SOUTH PHILADELPHIA AVENUE), GO 2.15 MI (3.5 KM) NORTHEAST ON ROUTE
 DM6016'50 TO THE STATION ON THE RIGHT, SOUTHWEST OF THE LAURELDALE FIRE
 DM6016'COMPANY COMPLEX.
 DM6016'
 DM6016'THE STATION IS 135.2 FT (41.2 M) NORTHEAST OF THE CENTERLINE OF ORANGE
 DM6016'STREET, 101.6 FT (31.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DM6016'AUXILIARY BUILDING FOR THE LAURELDALE FIRE COMPANY COMPLEX, 5.2 FT
 DM6016'(1.6 M) WEST-NORTHWEST OF POLE NUMBER H3609, 9.0 FT (2.7 M) NORTHWEST
 DM6016'OF THE NORTHWEST EDGE OF PAVING FOR ROUTE 50, 29.7 FT (9.1 M)
 DM6016'NORTHWEST OF THE CENTERLINE OF ROUTE 50, 111.8 FT (34.1 M) NORTHEAST
 DM6016'OF A POLE WITH NO NUMBER AT THE CORNER OF ORANGE STREET AND ROUTE 50.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4225 ***********************************************************************
 JU4225  DESIGNATION -  10844
 JU4225  PID         -  JU4225
 JU4225  STATE/COUNTY-  NJ/ATLANTIC
 JU4225  COUNTRY     -  US
 JU4225  USGS QUAD   -  MAYS LANDING (2019)
 JU4225
 JU4225                         *CURRENT SURVEY CONTROL
 JU4225  ______________________________________________________________________
 JU4225* NAD 83(1986) POSITION- 39 28 18.     (N) 074 43 02.     (W)   SCALED
 JU4225* NAVD 88 ORTHO HEIGHT -     6.635 (meters)       21.77  (feet) ADJUSTED
 JU4225  ______________________________________________________________________
 JU4225  GEOID HEIGHT    -        -33.862 (meters)                     GEOID18
 JU4225  DYNAMIC HEIGHT  -          6.631 (meters)       21.76  (feet) COMP
 JU4225  MODELED GRAVITY -    980,123.1   (mgal)                       NAVD 88
 JU4225
 JU4225  VERT ORDER      -  FIRST     CLASS I
 JU4225
 JU4225.The horizontal coordinates were scaled from a map and have
 JU4225.an estimated accuracy of +/- 6 seconds.
 JU4225
 JU4225.The orthometric height was determined by differential leveling and
 JU4225.adjusted by the NATIONAL GEODETIC SURVEY
 JU4225.in January 1994.
 JU4225
 JU4225.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4225.GEOID18 height accuracy estimate available here.
 JU4225
 JU4225.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ243691(NAD 83)
 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
 JU4225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4225.See file dsdata.pdf to determine how the superseded data were derived.
 JU4225
 JU4225_MARKER: DD = SURVEY DISK
 JU4225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4225_STAMPING: 10844
 JU4225_MARK LOGO: NJGS
 JU4225_PROJECTION: FLUSH
 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 - May 12, 2009
 JU4225
 JU4225  HISTORY     - Date     Condition        Report By
 JU4225  HISTORY     - UNK      MONUMENTED       NJGS
 JU4225  HISTORY     - 19900718 GOOD             NJGS
 JU4225  HISTORY     - 20060905 GOOD             NJGS
 JU4225  HISTORY     - 20090512 GOOD             INDIV
 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.
 JU4225
 JU4225                          STATION RECOVERY (2006)
 JU4225
 JU4225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU4225'RECOVERED AS DESCRIBED.
 JU4225
 JU4225                          STATION RECOVERY (2009)
 JU4225
 JU4225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU4225'RECOVED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS AND ADDITIONS. THE
 JU4225'ST. VINCENT DE PAUL CHURCH SIGN IS NO LONGER PRESENT. THE STATION IS 1
 JU4225'FT. SOUTHEAST OF A NEW JERSEY GEODETIC SURVEY WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4224 ***********************************************************************
 JU4224  DESIGNATION -  10845
 JU4224  PID         -  JU4224
 JU4224  STATE/COUNTY-  NJ/ATLANTIC
 JU4224  COUNTRY     -  US
 JU4224  USGS QUAD   -  MAYS LANDING (2019)
 JU4224
 JU4224                         *CURRENT SURVEY CONTROL
 JU4224  ______________________________________________________________________
 JU4224* NAD 83(1986) POSITION- 39 28 01.     (N) 074 43 11.     (W)   SCALED
 JU4224* NAVD 88 ORTHO HEIGHT -     6.973 (meters)       22.88  (feet) ADJUSTED
 JU4224  ______________________________________________________________________
 JU4224  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 JU4224  DYNAMIC HEIGHT  -          6.970 (meters)       22.87  (feet) COMP
 JU4224  MODELED GRAVITY -    980,122.8   (mgal)                       NAVD 88
 JU4224
 JU4224  VERT ORDER      -  FIRST     CLASS I
 JU4224
 JU4224.The horizontal coordinates were scaled from a map and have
 JU4224.an estimated accuracy of +/- 6 seconds.
 JU4224
 JU4224.The orthometric height was determined by differential leveling and
 JU4224.adjusted by the NATIONAL GEODETIC SURVEY
 JU4224.in January 1994.
 JU4224
 JU4224.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4224.GEOID18 height accuracy estimate available here.
 JU4224
 JU4224.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ241686(NAD 83)
 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
 JU4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4224.See file dsdata.pdf to determine how the superseded data were derived.
 JU4224
 JU4224_MARKER: DD = SURVEY DISK
 JU4224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4224_STAMPING: 10845
 JU4224_MARK LOGO: NJGS
 JU4224_PROJECTION: FLUSH
 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 - September 05, 2006
 JU4224
 JU4224  HISTORY     - Date     Condition        Report By
 JU4224  HISTORY     - UNK      MONUMENTED       NJGS
 JU4224  HISTORY     - 19900718 GOOD             NJGS
 JU4224  HISTORY     - 20060905 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.
 JU4224
 JU4224                          STATION RECOVERY (2006)
 JU4224
 JU4224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU4224'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4208 ***********************************************************************
 JU4208  DESIGNATION -  10847
 JU4208  PID         -  JU4208
 JU4208  STATE/COUNTY-  NJ/ATLANTIC
 JU4208  COUNTRY     -  US
 JU4208  USGS QUAD   -  MAYS LANDING (2019)
 JU4208
 JU4208                         *CURRENT SURVEY CONTROL
 JU4208  ______________________________________________________________________
 JU4208* NAD 83(1986) POSITION- 39 27 36.     (N) 074 43 23.     (W)   SCALED
 JU4208* NAVD 88 ORTHO HEIGHT -     5.717 (meters)       18.76  (feet) ADJUSTED
 JU4208  ______________________________________________________________________
 JU4208  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 JU4208  DYNAMIC HEIGHT  -          5.714 (meters)       18.75  (feet) COMP
 JU4208  MODELED GRAVITY -    980,122.3   (mgal)                       NAVD 88
 JU4208
 JU4208  VERT ORDER      -  FIRST     CLASS II
 JU4208
 JU4208.The horizontal coordinates were scaled from a map and have
 JU4208.an estimated accuracy of +/- 6 seconds.
 JU4208
 JU4208.The orthometric height was determined by differential leveling and
 JU4208.adjusted by the NATIONAL GEODETIC SURVEY
 JU4208.in January 1994.
 JU4208
 JU4208.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4208.GEOID18 height accuracy estimate available here.
 JU4208
 JU4208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ238678(NAD 83)
 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
 JU4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4208.See file dsdata.pdf to determine how the superseded data were derived.
 JU4208
 JU4208_MARKER: DD = SURVEY DISK
 JU4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DK6544 ***********************************************************************
 DK6544  DESIGNATION -  1086
 DK6544  PID         -  DK6544
 DK6544  STATE/COUNTY-  NJ/ATLANTIC
 DK6544  COUNTRY     -  US
 DK6544  USGS QUAD   -  HAMMONTON (2019)
 DK6544
 DK6544                         *CURRENT SURVEY CONTROL
 DK6544  ______________________________________________________________________
 DK6544* NAD 83(1986) POSITION- 39 37 47.33   (N) 074 48 37.61   (W)   HD_HELD1
 DK6544* NAVD 88 ORTHO HEIGHT -    36.336 (meters)      119.21  (feet) ADJUSTED
 DK6544  ______________________________________________________________________
 DK6544  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 DK6544  DYNAMIC HEIGHT  -         36.318 (meters)      119.15  (feet) COMP
 DK6544  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 DK6544
 DK6544  VERT ORDER      -  FIRST     CLASS II
 DK6544
 DK6544.The horizontal coordinates were determined by differentially corrected
 DK6544.hand held GPS observations or other comparable positioning techniques
 DK6544.and have an estimated accuracy of +/- 3 meters.
 DK6544
 DK6544.The orthometric height was determined by differential leveling and
 DK6544.adjusted by the NATIONAL GEODETIC SURVEY
 DK6544.in February 2010.
 DK6544
 DK6544.No vertical observational check was made to the station.
 DK6544
 DK6544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6544.GEOID18 height accuracy estimate available here.
 DK6544
 DK6544.Click photographs - Photos may exist for this station.
 DK6544
 DK6544.The dynamic height is computed by dividing the NAVD 88
 DK6544.geopotential number by the normal gravity value computed on the
 DK6544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6544.degrees latitude (g = 980.6199 gals.).
 DK6544
 DK6544.The modeled gravity was interpolated from observed gravity values.
 DK6544
 DK6544;                    North         East    Units  Estimated Accuracy
 DK6544;SPC NJ       -    88,462.4     123,349.8     MT  (+/- 3 meters HH1 GPS) 
 DK6544
 DK6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1626786688(NAD 83)
 DK6544
 DK6544                          SUPERSEDED SURVEY CONTROL
 DK6544
 DK6544.No superseded survey control is available for this station.
 DK6544
 DK6544_MARKER: DD = SURVEY DISK
 DK6544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6544_STAMPING: 1086
 DK6544_MARK LOGO: CGS+SS
 DK6544_PROJECTION: RECESSED 20 CENTIMETERS
 DK6544_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6544+STABILITY: SURFACE MOTION
 DK6544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6544+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2019
 DK6544
 DK6544  HISTORY     - Date     Condition        Report By
 DK6544  HISTORY     - 1935     MONUMENTED       NJDCED
 DK6544  HISTORY     - 20060921 GOOD             NJGS
 DK6544  HISTORY     - 20190705 GOOD             NJGS
 DK6544
 DK6544                          STATION DESCRIPTION
 DK6544
 DK6544'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6544'THE STATION IS LOCATED IN HAMMONTON, IN FRONT OF HOUSE NUMBER 618 (1.5
 DK6544'STORY), ABOUT 0.5 MI (0.8 KM) SOUTHWEST ON TWELFTH STREET (NJ ROUTE
 DK6544'54) FROM THE RAILROAD CROSSING IN HAMMONTON.
 DK6544'
 DK6544'THE STATION IS BETWEEN THE CURB AND SIDEWALK OF TWELFTH STREET (NJ
 DK6544'ROUTE 54), 137.3 FT (41.8 M) NORTHEAST OF THE CENTERLINE OF FIRST
 DK6544'STREET (COUNTY ROUTE 688), 20.7 FT (6.3 M) SOUTHWEST OF POLE NUMBER
 DK6544'HII430 BT5815H, 21.2 FT (6.5 M) SOUTHEAST OF THE CENTERLINE OF TWELFTH
 DK6544'STREET (NJ ROUTE 54), 25.6 FT (7.8 M) WEST OF THE SOUTHWEST CORNER OF
 DK6544'HOUSE NUMBER 618, 38.8 FT (11.8 M) SOUTHWEST OF THE NORTHWEST CORNER
 DK6544'OF THE SAME HOUSE, 10.4 FT (3.2 M) NORTHEAST OF THE CENTERLINE OF THE
 DK6544'DRIVEWAY TO THE SAME HOUSE, 5.0 FT (1.5 M) SOUTHEAST OF THE SOUTHEAST
 DK6544'CURB OF TWELFTH STREET (NJ ROUTE 54), 2.5 FT (0.8 M) NORTHWEST OF THE
 DK6544'NORTHWEST EDGE OF THE SIDEWALK.
 DK6544
 DK6544                          STATION RECOVERY (2019)
 DK6544
 DK6544'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 DK6544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6543 ***********************************************************************
 DK6543  DESIGNATION -  1087
 DK6543  PID         -  DK6543
 DK6543  STATE/COUNTY-  NJ/ATLANTIC
 DK6543  COUNTRY     -  US
 DK6543  USGS QUAD   -  HAMMONTON (2019)
 DK6543
 DK6543                         *CURRENT SURVEY CONTROL
 DK6543  ______________________________________________________________________
 DK6543* NAD 83(1986) POSITION- 39 37 56.     (N) 074 48 28.     (W)   SCALED
 DK6543* NAVD 88 ORTHO HEIGHT -    35.885 (meters)      117.73  (feet) ADJUSTED
 DK6543  ______________________________________________________________________
 DK6543  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 DK6543  DYNAMIC HEIGHT  -         35.867 (meters)      117.67  (feet) COMP
 DK6543  MODELED GRAVITY -    980,132.2   (mgal)                       NAVD 88
 DK6543
 DK6543  VERT ORDER      -  FIRST     CLASS II
 DK6543
 DK6543.The horizontal coordinates were scaled from a map and have
 DK6543.an estimated accuracy of +/- 6 seconds.
 DK6543
 DK6543.The orthometric height was determined by differential leveling and
 DK6543.adjusted by the NATIONAL GEODETIC SURVEY
 DK6543.in February 2010.
 DK6543
 DK6543.No vertical observational check was made to the station.
 DK6543
 DK6543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6543.GEOID18 height accuracy estimate available here.
 DK6543
 DK6543.Click photographs - Photos may exist for this station.
 DK6543
 DK6543.The dynamic height is computed by dividing the NAVD 88
 DK6543.geopotential number by the normal gravity value computed on the
 DK6543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6543.degrees latitude (g = 980.6199 gals.).
 DK6543
 DK6543.The modeled gravity was interpolated from observed gravity values.
 DK6543
 DK6543;                    North         East    Units  Estimated Accuracy
 DK6543;SPC NJ       -    88,730.      123,580.      MT  (+/- 180 meters Scaled)
 DK6543
 DK6543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ164869(NAD 83)
 DK6543
 DK6543                          SUPERSEDED SURVEY CONTROL
 DK6543
 DK6543.No superseded survey control is available for this station.
 DK6543
 DK6543_MARKER: DD = SURVEY DISK
 DK6543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6543_STAMPING: 1087
 DK6543_MARK LOGO: CGS+SS
 DK6543_PROJECTION: PROJECTING 8 CENTIMETERS
 DK6543_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6543+STABILITY: SURFACE MOTION
 DK6543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6543+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2019
 DK6543
 DK6543  HISTORY     - Date     Condition        Report By
 DK6543  HISTORY     - 1935     MONUMENTED       NJDCED
 DK6543  HISTORY     - 20060921 GOOD             NJGS
 DK6543  HISTORY     - 20190705 GOOD             NJGS
 DK6543
 DK6543                          STATION DESCRIPTION
 DK6543
 DK6543'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6543'THE STATION IS LOCATED IN HAMMONTON, ON THE SOUTHEAST CORNER OF SOUTH
 DK6543'GRAND AVENUE AND TWELFTH STREET (NJ ROUTE 54) ABOUT 0.3 MI (0.48 KM)
 DK6543'SOUTHWEST ON TWELFTH STREET (NJ ROUTE 54) FROM THE RAILROAD CROSSING
 DK6543'IN HAMMONTON.
 DK6543'
 DK6543'THE STATION IS BETWEEN THE CURB AND SIDEWALK OF SOUTH GRAND STREET,
 DK6543'30.1 FT (9.2 M) NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH TO
 DK6543'HOUSE NUMBER 400 TWELFTH STREET (NJ ROUTE 54), 31.6 FT (9.6 M)
 DK6543'SOUTHEAST OF THE CENTERLINE OF TWELFTH STREET (NJ ROUTE 54), 19.7 FT
 DK6543'(6.0 M) SOUTHWEST OF THE CENTERLINE OF SOUTH GRAND STREET, 11.1 FT
 DK6543'(3.4 M) SOUTHEAST OF POLE NUMBER BTL58 HII421.
 DK6543
 DK6543                          STATION RECOVERY (2019)
 DK6543
 DK6543'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 DK6543'THE STATION IS 24 FT (7.3 M) NORTHWEST OF UTILITY POLE VZ 144 1 2,
 DK6543'H15787.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6679 ***********************************************************************
 AB6679  DESIGNATION -  1088
 AB6679  PID         -  AB6679
 AB6679  STATE/COUNTY-  NJ/ATLANTIC
 AB6679  COUNTRY     -  US
 AB6679  USGS QUAD   -  HAMMONTON (2019)
 AB6679
 AB6679                         *CURRENT SURVEY CONTROL
 AB6679  ______________________________________________________________________
 AB6679* NAD 83(1986) POSITION- 39 38 43.3    (N) 074 47 32.6    (W)   HD_HELD2
 AB6679* NAVD 88 ORTHO HEIGHT -    27.527 (meters)       90.31  (feet) ADJUSTED
 AB6679  ______________________________________________________________________
 AB6679  GEOID HEIGHT    -        -33.388 (meters)                     GEOID18
 AB6679  DYNAMIC HEIGHT  -         27.514 (meters)       90.27  (feet) COMP
 AB6679  MODELED GRAVITY -    980,134.9   (mgal)                       NAVD 88
 AB6679
 AB6679  VERT ORDER      -  FIRST     CLASS II
 AB6679
 AB6679.The horizontal coordinates were established by autonomous hand held GPS
 AB6679.observations and have an estimated accuracy of +/- 10 meters.
 AB6679
 AB6679.The orthometric height was determined by differential leveling and
 AB6679.adjusted by the NATIONAL GEODETIC SURVEY
 AB6679.in September 1996.
 AB6679
 AB6679.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6679.GEOID18 height accuracy estimate available here.
 AB6679
 AB6679.Click photographs - Photos may exist for this station.
 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       -    90,183.      124,906.      MT  (+/- 10 meters HH2 GPS)
 AB6679
 AB6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1781288417(NAD 83)
 AB6679
 AB6679                          SUPERSEDED SURVEY CONTROL
 AB6679
 AB6679.No superseded survey control is available for this station.
 AB6679
 AB6679_MARKER: DD = SURVEY DISK
 AB6679_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AB6679_STAMPING: 1088
 AB6679_MARK LOGO: CGS+SS
 AB6679_PROJECTION: FLUSH
 AB6679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6679+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2017
 AB6679
 AB6679  HISTORY     - Date     Condition        Report By
 AB6679  HISTORY     - 1954     MONUMENTED       NJGS
 AB6679  HISTORY     - 19950317 GOOD             NJGS
 AB6679  HISTORY     - 20060921 GOOD             NJGS
 AB6679  HISTORY     - 20170629 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.
 AB6679
 AB6679                          STATION RECOVERY (2006)
 AB6679
 AB6679'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AB6679'RECOVERED AS DESCRIBED.
 AB6679
 AB6679                          STATION RECOVERY (2017)
 AB6679
 AB6679'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 AB6679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0619 ***********************************************************************
 JU0619  DESIGNATION -  109 CNJRR
 JU0619  PID         -  JU0619
 JU0619  STATE/COUNTY-  NJ/GLOUCESTER
 JU0619  COUNTRY     -  US
 JU0619  USGS QUAD   -  BUENA (2019)
 JU0619
 JU0619                         *CURRENT SURVEY CONTROL
 JU0619  ______________________________________________________________________
 JU0619* NAD 83(1986) POSITION- 39 36 12.     (N) 074 53 28.     (W)   SCALED
 JU0619* NAVD 88 ORTHO HEIGHT -    22.615 (meters)       74.20  (feet) ADJUSTED
 JU0619  ______________________________________________________________________
 JU0619  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 JU0619  DYNAMIC HEIGHT  -         22.603 (meters)       74.16  (feet) COMP
 JU0619  MODELED GRAVITY -    980,122.7   (mgal)                       NAVD 88
 JU0619
 JU0619  VERT ORDER      -  SECOND    CLASS 0
 JU0619
 JU0619.The horizontal coordinates were scaled from a map and have
 JU0619.an estimated accuracy of +/- 6 seconds.
 JU0619
 JU0619.The orthometric height was determined by differential leveling and
 JU0619.adjusted by the NATIONAL GEODETIC SURVEY
 JU0619.in June 1991.
 JU0619
 JU0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0619.GEOID18 height accuracy estimate available here.
 JU0619
 JU0619.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ093837(NAD 83)
 JU0619
 JU0619                          SUPERSEDED SURVEY CONTROL
 JU0619
 JU0619  NGVD 29 (11/26/84)   22.988  (m)           75.42   (f) ADJUSTED    2 0
 JU0619
 JU0619.Superseded values are not recommended for survey control.
 JU0619
 JU0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0619.See file dsdata.pdf to determine how the superseded data were derived.
 JU0619
 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 = JULY 24, 2026 22:12:30 EDT
 KV1117 ***********************************************************************
 KV1117  DESIGNATION -  11
 KV1117  PID         -  KV1117
 KV1117  STATE/COUNTY-  NJ/HUNTERDON
 KV1117  COUNTRY     -  US
 KV1117  USGS QUAD   -  STOCKTON (2019)
 KV1117
 KV1117                         *CURRENT SURVEY CONTROL
 KV1117  ______________________________________________________________________
 KV1117* NAD 83(1986) POSITION- 40 24 32.7    (N) 074 59 10.0    (W)   HD_HELD2
 KV1117* NAVD 88 ORTHO HEIGHT -    25.206 (meters)       82.70  (feet) ADJUSTED
 KV1117  ______________________________________________________________________
 KV1117  GEOID HEIGHT    -        -34.019 (meters)                     GEOID18
 KV1117  DYNAMIC HEIGHT  -         25.193 (meters)       82.65  (feet) COMP
 KV1117  MODELED GRAVITY -    980,144.6   (mgal)                       NAVD 88
 KV1117
 KV1117  VERT ORDER      -  FIRST     CLASS I
 KV1117
 KV1117.The horizontal coordinates were established by autonomous hand held GPS
 KV1117.observations and have an estimated accuracy of +/- 10 meters.
 KV1117
 KV1117.The orthometric height was determined by differential leveling and
 KV1117.adjusted by the NATIONAL GEODETIC SURVEY
 KV1117.in June 1991.
 KV1117
 KV1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1117.GEOID18 height accuracy estimate available here.
 KV1117
 KV1117.Click photographs - Photos may exist for this station.
 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       -   175,047.      108,742.      MT  (+/- 10 meters HH2 GPS)
 KV1117
 KV1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0117873163(NAD 83)
 KV1117
 KV1117                          SUPERSEDED SURVEY CONTROL
 KV1117
 KV1117  NGVD 29 (01/10/92)   25.478  (m)           83.59   (f) ADJUSTED    1 1
 KV1117  NGVD 29 (??/??/87)   25.478  (m)           83.59   (f) SUPERSEDED  1 1
 KV1117
 KV1117.Superseded values are not recommended for survey control.
 KV1117
 KV1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1117.See file dsdata.pdf to determine how the superseded data were derived.
 KV1117
 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  HISTORY     - 20080126 GOOD             GEOCAC
 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.
 KV1117
 KV1117                          STATION RECOVERY (2008)
 KV1117
 KV1117'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV1117'THE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5837 ***********************************************************************
 DP5837  DESIGNATION -  11 3X 10
 DP5837  PID         -  DP5837
 DP5837  STATE/COUNTY-  NJ/MERCER
 DP5837  COUNTRY     -  US
 DP5837  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5837
 DP5837                         *CURRENT SURVEY CONTROL
 DP5837  ______________________________________________________________________
 DP5837* NAD 83(1986) POSITION- 40 16 47.26   (N) 074 31 53.09   (W)   HD_HELD1
 DP5837* NAVD 88 ORTHO HEIGHT -    27.533 (meters)       90.33  (feet) ADJUSTED
 DP5837  ______________________________________________________________________
 DP5837  GEOID HEIGHT    -        -32.762 (meters)                     GEOID18
 DP5837  DYNAMIC HEIGHT  -         27.521 (meters)       90.29  (feet) COMP
 DP5837  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 DP5837
 DP5837  VERT ORDER      -  FIRST     CLASS II
 DP5837
 DP5837.The horizontal coordinates were determined by differentially corrected
 DP5837.hand held GPS observations or other comparable positioning techniques
 DP5837.and have an estimated accuracy of +/- 3 meters.
 DP5837
 DP5837.The orthometric height was determined by differential leveling and
 DP5837.adjusted by the NATIONAL GEODETIC SURVEY
 DP5837.in April 2015.
 DP5837
 DP5837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5837.GEOID18 height accuracy estimate available here.
 DP5837
 DP5837.Click photographs - Photos may exist for this station.
 DP5837
 DP5837.The dynamic height is computed by dividing the NAVD 88
 DP5837.geopotential number by the normal gravity value computed on the
 DP5837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5837.degrees latitude (g = 980.6199 gals.).
 DP5837
 DP5837.The modeled gravity was interpolated from observed gravity values.
 DP5837
 DP5837;                    North         East    Units  Estimated Accuracy
 DP5837;SPC NJ       -   160,579.4     147,328.7     MT  (+/- 3 meters HH1 GPS) 
 DP5837
 DP5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3983458917(NAD 83)
 DP5837
 DP5837                          SUPERSEDED SURVEY CONTROL
 DP5837
 DP5837.No superseded survey control is available for this station.
 DP5837
 DP5837_MARKER: DD = SURVEY DISK
 DP5837_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5837_SP_SET: SIGN BRIDGE FOUNDATION
 DP5837_STAMPING: 11 3X 10 2014
 DP5837_MARK LOGO: NJGS
 DP5837_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5837+STABILITY: SURFACE MOTION
 DP5837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5837+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DP5837
 DP5837  HISTORY     - Date     Condition        Report By
 DP5837  HISTORY     - 20140226 MONUMENTED       NJGS
 DP5837
 DP5837                          STATION DESCRIPTION
 DP5837
 DP5837'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5837'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF MONMOUTH
 DP5837'JUNCTION, 5.1 MI (8.2 KM) NORTHWEST OF ROOSEVELT AND 0.8 MI (1.3 KM)
 DP5837'NORTH-NORTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5837'
 DP5837'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST SIDE OF A ROUND
 DP5837'CONCRETE BASE FOR A CANTILEVER SIGN BRIDGE (STRUCTURE 1123-215) FROM
 DP5837'THE NORTHBOUND LANES OF U.S. HIGHWAY 130 TO THE RAMP LEADING TO NJ
 DP5837'ROUTE 133.
 DP5837'
 DP5837'THE STATION IS 15 FT (4.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVING
 DP5837'OF NORTHBOUND HIGHWAY 130, 32 FT (9.8 M) SOUTHWEST POLE NUMBER JC934,
 DP5837'11.2 FT (3.4 M) NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK, 18.8
 DP5837'FT (5.7 M) EAST-NORTHEAST OF A SIGN (NJ TURNPIKE).  THE STATION IS
 DP5837'ABOUT 1 FT (0.3 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5836 ***********************************************************************
 DP5836  DESIGNATION -  11 3Y 10
 DP5836  PID         -  DP5836
 DP5836  STATE/COUNTY-  NJ/MERCER
 DP5836  COUNTRY     -  US
 DP5836  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5836
 DP5836                         *CURRENT SURVEY CONTROL
 DP5836  ______________________________________________________________________
 DP5836* NAD 83(1986) POSITION- 40 16 22.72   (N) 074 32 16.17   (W)   HD_HELD1
 DP5836* NAVD 88 ORTHO HEIGHT -    34.854 (meters)      114.35  (feet) ADJUSTED
 DP5836  ______________________________________________________________________
 DP5836  GEOID HEIGHT    -        -32.760 (meters)                     GEOID18
 DP5836  DYNAMIC HEIGHT  -         34.839 (meters)      114.30  (feet) COMP
 DP5836  MODELED GRAVITY -    980,197.1   (mgal)                       NAVD 88
 DP5836
 DP5836  VERT ORDER      -  FIRST     CLASS II
 DP5836
 DP5836.The horizontal coordinates were determined by differentially corrected
 DP5836.hand held GPS observations or other comparable positioning techniques
 DP5836.and have an estimated accuracy of +/- 3 meters.
 DP5836
 DP5836.The orthometric height was determined by differential leveling and
 DP5836.adjusted by the NATIONAL GEODETIC SURVEY
 DP5836.in April 2015.
 DP5836
 DP5836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5836.GEOID18 height accuracy estimate available here.
 DP5836
 DP5836.Click photographs - Photos may exist for this station.
 DP5836
 DP5836.The dynamic height is computed by dividing the NAVD 88
 DP5836.geopotential number by the normal gravity value computed on the
 DP5836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5836.degrees latitude (g = 980.6199 gals.).
 DP5836
 DP5836.The modeled gravity was interpolated from observed gravity values.
 DP5836
 DP5836;                    North         East    Units  Estimated Accuracy
 DP5836;SPC NJ       -   159,822.8     146,783.2     MT  (+/- 3 meters HH1 GPS) 
 DP5836
 DP5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3929358158(NAD 83)
 DP5836
 DP5836                          SUPERSEDED SURVEY CONTROL
 DP5836
 DP5836.No superseded survey control is available for this station.
 DP5836
 DP5836_MARKER: DD = SURVEY DISK
 DP5836_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5836_SP_SET: TRAFFIC SIGNAL BASE
 DP5836_STAMPING: 11 3Y 10 2014
 DP5836_MARK LOGO: NJGS
 DP5836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5836+STABILITY: SURFACE MOTION
 DP5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5836+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2023
 DP5836
 DP5836  HISTORY     - Date     Condition        Report By
 DP5836  HISTORY     - 20140226 MONUMENTED       NJGS
 DP5836  HISTORY     - 20230724 GOOD             NJGS
 DP5836
 DP5836                          STATION DESCRIPTION
 DP5836
 DP5836'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5836'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF
 DP5836'ALLENTOWN, 5.0 MI (8.0 KM) NORTHWEST OF ROOSEVELT AND 0.8 MI (1.3 KM)
 DP5836'WEST-NORTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5836'
 DP5836'THE STATION IS ON THE NORTHEAST CORNER OF THE JUNCTION OF NORTHBOUND
 DP5836'LANES OF U.S. HIGHWAY 130 AND STOCKTON STREET (COUNTY ROUTE 571) INCH
 DP5836'(1450 CM) FRONT OF THE EAST WINDSOR FLOOR COVERING BUILDING.
 DP5836'
 DP5836'THE STATION IS 9 FT (2.7 M) SOUTHEAST OF THE SOUTHEAST CURB OF
 DP5836'NORTHBOUND HIGHWAY 130, 30 FT (9.1 M) NORTHWEST OF A FIRE HYDRANT,
 DP5836'13.6 FT (4.1 M) NORTHEAST OF POLE NUMBER JC1091EW, 51 FT (15.5 M)
 DP5836'NORTHEAST OF THE CENTERLINE OF STOCKTON STREET.
 DP5836
 DP5836                          STATION RECOVERY (2023)
 DP5836
 DP5836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DP5836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5832 ***********************************************************************
 DP5832  DESIGNATION -  11 3Z 10
 DP5832  PID         -  DP5832
 DP5832  STATE/COUNTY-  NJ/MERCER
 DP5832  COUNTRY     -  US
 DP5832  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5832
 DP5832                         *CURRENT SURVEY CONTROL
 DP5832  ______________________________________________________________________
 DP5832* NAD 83(1986) POSITION- 40 16 13.07   (N) 074 31 20.40   (W)   HD_HELD1
 DP5832* NAVD 88 ORTHO HEIGHT -    26.253 (meters)       86.13  (feet) ADJUSTED
 DP5832  ______________________________________________________________________
 DP5832  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 DP5832  DYNAMIC HEIGHT  -         26.242 (meters)       86.10  (feet) COMP
 DP5832  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 DP5832
 DP5832  VERT ORDER      -  FIRST     CLASS II
 DP5832
 DP5832.The horizontal coordinates were determined by differentially corrected
 DP5832.hand held GPS observations or other comparable positioning techniques
 DP5832.and have an estimated accuracy of +/- 3 meters.
 DP5832
 DP5832.The orthometric height was determined by differential leveling and
 DP5832.adjusted by the NATIONAL GEODETIC SURVEY
 DP5832.in April 2015.
 DP5832
 DP5832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5832.GEOID18 height accuracy estimate available here.
 DP5832
 DP5832.Click photographs - Photos may exist for this station.
 DP5832
 DP5832.The dynamic height is computed by dividing the NAVD 88
 DP5832.geopotential number by the normal gravity value computed on the
 DP5832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5832.degrees latitude (g = 980.6199 gals.).
 DP5832
 DP5832.The modeled gravity was interpolated from observed gravity values.
 DP5832
 DP5832;                    North         East    Units  Estimated Accuracy
 DP5832;SPC NJ       -   159,524.7     148,100.6     MT  (+/- 3 meters HH1 GPS) 
 DP5832
 DP5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4061257867(NAD 83)
 DP5832
 DP5832                          SUPERSEDED SURVEY CONTROL
 DP5832
 DP5832.No superseded survey control is available for this station.
 DP5832
 DP5832_MARKER: DD = SURVEY DISK
 DP5832_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP5832_SP_SET: DAM SPILLWAY RETAINING WALL
 DP5832_STAMPING: 11 3Z 10 2014
 DP5832_MARK LOGO: NJGS
 DP5832_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5832+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 DP5832
 DP5832  HISTORY     - Date     Condition        Report By
 DP5832  HISTORY     - 20140226 MONUMENTED       NJGS
 DP5832  HISTORY     - 20220622 GOOD             NJGS
 DP5832
 DP5832                          STATION DESCRIPTION
 DP5832
 DP5832'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5832'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF JAMESBURG,
 DP5832'4.3 MI (6.9 KM) NORTHWEST OF ROOSEVELT AND IN THE TOWN OF HIGHTSTOWN,
 DP5832'NJ.
 DP5832'
 DP5832'THE STATION IS SET IN A DRILL HOLE ON THE TOP OF BRICK WALL WITH
 DP5832'GUARDRAIL SURROUNDING THE PLUNGE POOL AT THE STEPS, ON THE
 DP5832'NORTH-NORTHEAST SIDE OF THE SPILLWAY, LEADING TO THE DAM SPILLWAY FOR
 DP5832'THE PEDDIE LAKE/ROCKY BROOK.
 DP5832'
 DP5832'THE STATION IS 34.4 FT (10.5 M) SOUTHEAST OF POLE NUMBER 40010H, 32.6
 DP5832'FT (9.9 M) SOUTHEAST OF A CAST IRON SIGN (PEDDIE LAKE ROCKY BROOK),
 DP5832'43.5 FT (13.3 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CURB OF MAIN STREET
 DP5832'(COUNTY ROUTE 539/NJ STATE ROUTE 33), 79.5 FT (24.2 M) SOUTHWEST OF
 DP5832'THE SOUTHWEST CURB OF FRANKLIN AVENUE (NJ ROUTE 33), 20.5 FT (6.2 M)
 DP5832'WEST-NORTHWEST OF THE CONCRETE PLAQUE (MEMORIAL PARK 1923).  THE
 DP5832'STATION IS ABOUT 1.5 FT (0.5 M) HIGHER THAN THE SIDEWALK.
 DP5832
 DP5832                          STATION RECOVERY (2022)
 DP5832
 DP5832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DP5832'RECOVERED IN GOOD CONDITION, MARK IS PARTIALLY COVERED BY AN EPOXY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6041 ***********************************************************************
 KV6041  DESIGNATION -  11 A 1
 KV6041  PID         -  KV6041
 KV6041  STATE/COUNTY-  NJ/MERCER
 KV6041  COUNTRY     -  US
 KV6041  USGS QUAD   -  PENNINGTON (2019)
 KV6041
 KV6041                         *CURRENT SURVEY CONTROL
 KV6041  ______________________________________________________________________
 KV6041* NAD 83(2011) POSITION- 40 15 01.23414(N) 074 48 38.27511(W)   ADJUSTED
 KV6041* NAD 83(2011) ELLIP HT-    -4.941 (meters)        (06/27/12)   ADJUSTED
 KV6041* NAD 83(2011) EPOCH   -  2010.00
 KV6041* NAVD 88 ORTHO HEIGHT -    28.434 (meters)       93.29  (feet) ADJUSTED
 KV6041  ______________________________________________________________________
 KV6041  GEOID HEIGHT    -        -33.372 (meters)                     GEOID18
 KV6041  NAD 83(2011) X  -  1,277,244.121 (meters)                     COMP
 KV6041  NAD 83(2011) Y  - -4,704,489.451 (meters)                     COMP
 KV6041  NAD 83(2011) Z  -  4,099,237.263 (meters)                     COMP
 KV6041  LAPLACE CORR    -          4.51  (seconds)                    DEFLEC18
 KV6041  DYNAMIC HEIGHT  -         28.421 (meters)       93.24  (feet) COMP
 KV6041  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 KV6041
 KV6041  VERT ORDER      -  FIRST     CLASS I
 KV6041
 KV6041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6041  Standards:
 KV6041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6041  -------------------------------------------------------------------
 KV6041  NETWORK    1.33   1.18           0.45   0.58   0.60     -0.49262843
 KV6041  -------------------------------------------------------------------
 KV6041  Click here for local accuracies and other accuracy information.
 KV6041
 KV6041.The horizontal coordinates were established by GPS observations
 KV6041.and adjusted by the National Geodetic Survey in June 2012.
 KV6041
 KV6041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6041.been affixed to the stable North American tectonic plate. See 
 KV6041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6041
 KV6041.The horizontal coordinates are valid at the epoch date displayed above
 KV6041.which is a decimal equivalence of Year/Month/Day.
 KV6041
 KV6041.The orthometric height was determined by differential leveling and
 KV6041.adjusted by the NATIONAL GEODETIC SURVEY
 KV6041.in June 1991.
 KV6041
 KV6041.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6041.GEOID18 height accuracy estimate available here.
 KV6041
 KV6041.Click photographs - Photos may exist for this station.
 KV6041
 KV6041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6041
 KV6041.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6041
 KV6041.The ellipsoidal height was determined by GPS observations
 KV6041.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6041
 KV6041;                    North         East     Units Scale Factor Converg.
 KV6041;SPC NJ       -   157,355.240   123,573.682   MT  0.99990859   -0 12 02.6
 KV6041;SPC NJ       -   516,256.32    405,424.66   sFT  0.99990859   -0 12 02.6
 KV6041;SPC PA S     -   105,981.187   850,030.164   MT  0.99996558   +1 54 25.4
 KV6041;SPC PA S     -   347,706.61  2,788,807.30   sFT  0.99996558   +1 54 25.4
 KV6041;UTM  18      - 4,455,560.621   516,105.218   MT  0.99960319   +0 07 20.5
 KV6041
 KV6041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6041!SPC NJ       -   1.00000078  x   0.99990859  =   0.99990937
 KV6041!SPC PA S     -   1.00000078  x   0.99996558  =   0.99996636
 KV6041!UTM  18      -   1.00000078  x   0.99960319  =   0.99960396
 KV6041
 KV6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1610555560(NAD 83)
 KV6041
 KV6041                          SUPERSEDED SURVEY CONTROL
 KV6041
 KV6041  NAD 83(2007)-  40 15 01.23453(N)    074 48 38.27590(W) AD(2002.00) 0
 KV6041  ELLIP H (02/10/07)   -4.925  (m)                       GP(2002.00)    
 KV6041  ELLIP H (10/23/02)   -4.901  (m)                       GP(       ) 4 1
 KV6041  NAD 83(1996)-  40 15 01.23512(N)    074 48 38.27629(W) AD(       ) 1
 KV6041  ELLIP H (05/14/99)   -4.875  (m)                       GP(       ) 4 1
 KV6041  NAD 83(1986)-  40 15 01.23392(N)    074 48 38.27874(W) AD(       ) 1
 KV6041  NGVD 29              28.74   (m)           94.3    (f) LEVELING    3  
 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
 KV6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6041.See file dsdata.pdf to determine how the superseded data were derived.
 KV6041
 KV6041_MARKER: DD = SURVEY DISK
 KV6041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6041_STAMPING: 11 A 1 1988
 KV6041_MARK LOGO: NJGS
 KV6041_PROJECTION: RECESSED 15 CENTIMETERS
 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 - August 15, 2019
 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  HISTORY     - 20070419 GOOD             UE
 KV6041  HISTORY     - 20090227 GOOD             NJGS
 KV6041  HISTORY     - 20190815 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.
 KV6041
 KV6041                          STATION RECOVERY (2007)
 KV6041
 KV6041'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV6041'RECOVERED IN GOOD CONDITION.
 KV6041
 KV6041                          STATION RECOVERY (2009)
 KV6041
 KV6041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 KV6041'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS 38.1 FT (11.6 M)
 KV6041'EAST-SOUTHEAST OF THE WEST CORNER OF THE CONCRETE SLAB FOR THE
 KV6041'BASEBALL FIELD STANDS ON THE THIRD BASE SIDE, 46.7 FT (14.2 M) WEST OF
 KV6041'THE NORTHERLY OF TWO SOCCER GOAL POSTS, 66.2 FT (20.2 M) WEST OF THE
 KV6041'SOUTHERLY OF TWO SOCCER GOAL POSTS, 97.2 FT (29.6 M) SOUTH OF THE
 KV6041'BASKETBALL STANDARD POST, 75.3 FT (23.0 M) SOUTH-SOUTHEAST OF THE
 KV6041'SOUTH CORNER OF THE BASKETBALL COURT-PARKING LOT.
 KV6041
 KV6041                          STATION RECOVERY (2019)
 KV6041
 KV6041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6041'THE STATION IS 89.5 FT (27.3 M) SOUTH-SOUTHEAST OF THE EASTERN MOST
 KV6041'BASEBALL DUGOUT'S SOUTH CORNER WALL FACE AND 168.3 FT (51.3 M)
 KV6041'SOUTH-SOUTHEAST OF THE NORTHERN MOST BASKETBALL POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6039 ***********************************************************************
 KV6039  DESIGNATION -  11 A 1 AZ MK
 KV6039  PID         -  KV6039
 KV6039  STATE/COUNTY-  NJ/MERCER
 KV6039  COUNTRY     -  US
 KV6039  USGS QUAD   -  TRENTON WEST (2016)
 KV6039
 KV6039                         *CURRENT SURVEY CONTROL
 KV6039  ______________________________________________________________________
 KV6039* NAD 83(1986) POSITION- 40 14 50.     (N) 074 48 54.     (W)   SCALED
 KV6039* NAVD 88 ORTHO HEIGHT -    25.765 (meters)       84.53  (feet) ADJUSTED
 KV6039  ______________________________________________________________________
 KV6039  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 KV6039  DYNAMIC HEIGHT  -         25.753 (meters)       84.49  (feet) COMP
 KV6039  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 KV6039
 KV6039  VERT ORDER      -  FIRST     CLASS I
 KV6039
 KV6039.The horizontal coordinates were scaled from a map and have
 KV6039.an estimated accuracy of +/- 6 seconds.
 KV6039
 KV6039.The orthometric height was determined by differential leveling and
 KV6039.adjusted by the NATIONAL GEODETIC SURVEY
 KV6039.in June 1991.
 KV6039
 KV6039.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6039.GEOID18 height accuracy estimate available here.
 KV6039
 KV6039.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK157552(NAD 83)
 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
 KV6039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6039.See file dsdata.pdf to determine how the superseded data were derived.
 KV6039
 KV6039_MARKER: DZ = AZIMUTH MARK DISK
 KV6039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20070419 MARK NOT FOUND   UE
 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.
 KV6039
 KV6039                          STATION RECOVERY (2007)
 KV6039
 KV6039'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV6039'THERE IS STILL A PK NAIL IN POLE NO. 66840EW, WHICH IS BESIDE A SURVEY
 KV6039'MARKER SIGN POST. THE OTHER TWO POLES ARE STILL THERE. TIES APPEAR TO
 KV6039'CONVERGE IN THE CENTER OF LOWER FERRY ROAD, WHICH APPEARS TO HAVE BEEN
 KV6039'WIDENED AT LEAST ANOTHER 25 FEET TO THE NORTHWEST DUE TO CONSTRUCTION
 KV6039'OF TURNING LANES. IT APPEARS THAT THE MONUMENT WAS DEMOLISHED DURING
 KV6039'WIDENING OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6787 ***********************************************************************
 KV6787  DESIGNATION -  11 A 2
 KV6787  PID         -  KV6787
 KV6787  STATE/COUNTY-  NJ/MERCER
 KV6787  COUNTRY     -  US
 KV6787  USGS QUAD   -  TRENTON EAST (2019)
 KV6787
 KV6787                         *CURRENT SURVEY CONTROL
 KV6787  ______________________________________________________________________
 KV6787* NAD 83(2011) POSITION- 40 13 07.69005(N) 074 41 56.66975(W)   ADJUSTED
 KV6787* NAD 83(2011) ELLIP HT-   -14.762 (meters)        (06/27/12)   ADJUSTED
 KV6787* NAD 83(2011) EPOCH   -  2010.00
 KV6787* NAVD 88 ORTHO HEIGHT -    18.2   (meters)       60.    (feet) VERTCON3
 KV6787  ______________________________________________________________________
 KV6787  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 KV6787  NAD 83(2011) X  -  1,286,996.482 (meters)                     COMP
 KV6787  NAD 83(2011) Y  - -4,704,168.394 (meters)                     COMP
 KV6787  NAD 83(2011) Z  -  4,096,557.339 (meters)                     COMP
 KV6787  LAPLACE CORR    -          5.03  (seconds)                    DEFLEC18
 KV6787
 KV6787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6787  Standards:
 KV6787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6787  -------------------------------------------------------------------
 KV6787  NETWORK    0.74   0.84           0.26   0.33   0.43     -0.25529379
 KV6787  -------------------------------------------------------------------
 KV6787  Click here for local accuracies and other accuracy information.
 KV6787
 KV6787.The horizontal coordinates were established by GPS observations
 KV6787.and adjusted by the National Geodetic Survey in June 2012.
 KV6787
 KV6787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6787.been affixed to the stable North American tectonic plate. See 
 KV6787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6787
 KV6787.The horizontal coordinates are valid at the epoch date displayed above
 KV6787.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6787.GEOID18 height accuracy estimate available here.
 KV6787
 KV6787.Click photographs - Photos may exist for this station.
 KV6787
 KV6787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6787
 KV6787.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6787
 KV6787.The ellipsoidal height was determined by GPS observations
 KV6787.and is referenced to NAD 83.
 KV6787
 KV6787. The following values were computed from the NAD 83(2011) position.
 KV6787
 KV6787;                    North         East     Units Scale Factor Converg.
 KV6787;SPC NJ       -   153,826.133   133,056.296   MT  0.99990353   -0 07 42.8
 KV6787;SPC NJ       -   504,677.90    436,535.53   sFT  0.99990353   -0 07 42.8
 KV6787;SPC PA S     -   102,803.052   859,636.748   MT  0.99996765   +1 58 45.9
 KV6787;SPC PA S     -   337,279.68  2,820,324.90   sFT  0.99996765   +1 58 45.9
 KV6787;UTM  18      - 4,452,086.066   525,604.719   MT  0.99960807   +0 11 39.5
 KV6787
 KV6787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6787!SPC NJ       -   1.00000232  x   0.99990353  =   0.99990585
 KV6787!SPC PA S     -   1.00000232  x   0.99996765  =   0.99996997
 KV6787!UTM  18      -   1.00000232  x   0.99960807  =   0.99961038
 KV6787
 KV6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2560452086(NAD 83)
 KV6787
 KV6787                          SUPERSEDED SURVEY CONTROL
 KV6787
 KV6787  NAD 83(2007)-  40 13 07.69049(N)    074 41 56.67041(W) AD(2002.00) 0
 KV6787  ELLIP H (02/10/07)  -14.751  (m)                       GP(2002.00)    
 KV6787  ELLIP H (10/23/02)  -14.724  (m)                       GP(       ) 4 1
 KV6787  NAD 83(1996)-  40 13 07.69061(N)    074 41 56.67068(W) AD(       ) 1
 KV6787  ELLIP H (05/14/99)  -14.726  (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)  GEOID90  model used  GPS OBS        
 KV6787
 KV6787.Superseded values are not recommended for survey control.
 KV6787
 KV6787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6787.See file dsdata.pdf to determine how the superseded data were derived.
 KV6787
 KV6787_MARKER: DD = SURVEY DISK
 KV6787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6787_STAMPING: 11 A 2 1990
 KV6787_MARK LOGO: NJGS
 KV6787_PROJECTION: RECESSED 9 CENTIMETERS
 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 - August 20, 2019
 KV6787
 KV6787  HISTORY     - Date     Condition        Report By
 KV6787  HISTORY     - 1990     MONUMENTED       NJGS
 KV6787  HISTORY     - 20190820 GOOD             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.
 KV6787
 KV6787                          STATION RECOVERY (2019)
 KV6787
 KV6787'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9822 ***********************************************************************
 DE9822  DESIGNATION -  11 A 3
 DE9822  PID         -  DE9822
 DE9822  STATE/COUNTY-  NJ/MERCER
 DE9822  COUNTRY     -  US
 DE9822  USGS QUAD   -  TRENTON EAST (2019)
 DE9822
 DE9822                         *CURRENT SURVEY CONTROL
 DE9822  ______________________________________________________________________
 DE9822* NAD 83(2011) POSITION- 40 10 31.27381(N) 074 40 35.68196(W)   ADJUSTED
 DE9822* NAD 83(2011) ELLIP HT-   -28.134 (meters)        (06/27/12)   ADJUSTED
 DE9822* NAD 83(2011) EPOCH   -  2010.00
 DE9822* NAVD 88 ORTHO HEIGHT -     4.677 (meters)       15.34  (feet) ADJUSTED
 DE9822  ______________________________________________________________________
 DE9822  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 DE9822  NAD 83(2011) X  -  1,289,663.607 (meters)                     COMP
 DE9822  NAD 83(2011) Y  - -4,706,655.971 (meters)                     COMP
 DE9822  NAD 83(2011) Z  -  4,092,863.626 (meters)                     COMP
 DE9822  LAPLACE CORR    -          4.68  (seconds)                    DEFLEC18
 DE9822  DYNAMIC HEIGHT  -          4.675 (meters)       15.34  (feet) COMP
 DE9822  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 DE9822
 DE9822  VERT ORDER      -  FIRST     CLASS II
 DE9822
 DE9822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9822  Standards:
 DE9822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9822  -------------------------------------------------------------------
 DE9822  NETWORK    0.49   0.78           0.22   0.17   0.40      0.07214169
 DE9822  -------------------------------------------------------------------
 DE9822  Click here for local accuracies and other accuracy information.
 DE9822
 DE9822.The horizontal coordinates were established by GPS observations
 DE9822.and adjusted by the National Geodetic Survey in June 2012.
 DE9822
 DE9822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9822.been affixed to the stable North American tectonic plate. See 
 DE9822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9822
 DE9822.The horizontal coordinates are valid at the epoch date displayed above
 DE9822.which is a decimal equivalence of Year/Month/Day.
 DE9822
 DE9822.The orthometric height was determined by differential leveling and
 DE9822.adjusted by the NATIONAL GEODETIC SURVEY
 DE9822.in March 2005.
 DE9822
 DE9822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9822.GEOID18 height accuracy estimate available here.
 DE9822
 DE9822.Click photographs - Photos may exist for this station.
 DE9822
 DE9822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9822
 DE9822.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9822
 DE9822.The ellipsoidal height was determined by GPS observations
 DE9822.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DE9822
 DE9822;                    North         East     Units Scale Factor Converg.
 DE9822;SPC NJ       -   148,998.055   134,961.437   MT  0.99990278   -0 06 50.1
 DE9822;SPC NJ       -   488,837.79    442,785.98   sFT  0.99990278   -0 06 50.1
 DE9822;UTM  18      - 4,447,270.213   527,536.455   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2753647270(NAD 83)
 DE9822
 DE9822                          SUPERSEDED SURVEY CONTROL
 DE9822
 DE9822  NAD 83(2007)-  40 10 31.27424(N)    074 40 35.68275(W) AD(2002.00) 0
 DE9822  ELLIP H (02/10/07)  -28.129  (m)                       GP(2002.00)    
 DE9822  NAD 83(1996)-  40 10 31.27436(N)    074 40 35.68290(W) AD(       ) 1
 DE9822  ELLIP H (04/17/03)  -28.100  (m)                       GP(       ) 3 1
 DE9822  NAVD 88 (04/17/03)    4.7    (m)  GEOID99  model used  GPS OBS        
 DE9822
 DE9822.Superseded values are not recommended for survey control.
 DE9822
 DE9822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9822.See file dsdata.pdf to determine how the superseded data were derived.
 DE9822
 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_PROJECTION: FLUSH
 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 - April 23, 2024
 DE9822
 DE9822  HISTORY     - Date     Condition        Report By
 DE9822  HISTORY     - 1992     MONUMENTED       NJGS
 DE9822  HISTORY     - 20020708 GOOD             NJGS
 DE9822  HISTORY     - 20060717 GOOD             NJGS
 DE9822  HISTORY     - 20160407 GOOD             NJGS
 DE9822  HISTORY     - 20200910 GOOD             NJGS
 DE9822  HISTORY     - 20240423 GOOD             AAAS
 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
 DE9822                          STATION RECOVERY (2006)
 DE9822
 DE9822'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DE9822'RECOVERED AS DESCRIBED.
 DE9822
 DE9822                          STATION RECOVERY (2016)
 DE9822
 DE9822'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DE9822'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF
 DE9822'COLUMBUS, 4.9 MI (7.9 KM) WEST OF ALLENTOWN AND 4.5 MI (7.2 KM)
 DE9822'SOUTHEAST OF TRENTON.
 DE9822
 DE9822                          STATION RECOVERY (2020)
 DE9822
 DE9822'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DE9822'RECOVERED IN GOOD CONDITION.
 DE9822
 DE9822                          STATION RECOVERY (2024)
 DE9822
 DE9822'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DE9822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9824 ***********************************************************************
 DE9824  DESIGNATION -  11 A 33
 DE9824  PID         -  DE9824
 DE9824  STATE/COUNTY-  NJ/MERCER
 DE9824  COUNTRY     -  US
 DE9824  USGS QUAD   -  TRENTON WEST (2016)
 DE9824
 DE9824                         *CURRENT SURVEY CONTROL
 DE9824  ______________________________________________________________________
 DE9824* NAD 83(2011) POSITION- 40 12 27.65478(N) 074 45 43.90072(W)   ADJUSTED
 DE9824* NAD 83(2011) ELLIP HT-   -25.429 (meters)        (06/27/12)   ADJUSTED
 DE9824* NAD 83(2011) EPOCH   -  2010.00
 DE9824* NAVD 88 ORTHO HEIGHT -     7.673 (meters)       25.17  (feet) ADJUSTED
 DE9824  ______________________________________________________________________
 DE9824  GEOID HEIGHT    -        -33.120 (meters)                     GEOID18
 DE9824  NAD 83(2011) X  -  1,282,020.769 (meters)                     COMP
 DE9824  NAD 83(2011) Y  - -4,706,344.726 (meters)                     COMP
 DE9824  NAD 83(2011) Z  -  4,095,607.465 (meters)                     COMP
 DE9824  LAPLACE CORR    -          4.31  (seconds)                    DEFLEC18
 DE9824  DYNAMIC HEIGHT  -          7.670 (meters)       25.16  (feet) COMP
 DE9824  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 DE9824
 DE9824  VERT ORDER      -  FIRST     CLASS II
 DE9824
 DE9824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9824  Standards:
 DE9824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9824  -------------------------------------------------------------------
 DE9824  NETWORK    0.96   1.49           0.44   0.33   0.76      0.05049270
 DE9824  -------------------------------------------------------------------
 DE9824  Click here for local accuracies and other accuracy information.
 DE9824
 DE9824.The horizontal coordinates were established by GPS observations
 DE9824.and adjusted by the National Geodetic Survey in June 2012.
 DE9824
 DE9824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9824.been affixed to the stable North American tectonic plate. See 
 DE9824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9824
 DE9824.The horizontal coordinates are valid at the epoch date displayed above
 DE9824.which is a decimal equivalence of Year/Month/Day.
 DE9824
 DE9824.The orthometric height was determined by differential leveling and
 DE9824.adjusted by the NATIONAL GEODETIC SURVEY
 DE9824.in March 2005.
 DE9824
 DE9824.No vertical observational check was made to the station.
 DE9824
 DE9824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9824.GEOID18 height accuracy estimate available here.
 DE9824
 DE9824.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 DE9824
 DE9824.The ellipsoidal height was determined by GPS observations
 DE9824.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DE9824
 DE9824;                    North         East     Units Scale Factor Converg.
 DE9824;SPC NJ       -   152,605.367   127,680.385   MT  0.99990613   -0 10 09.3
 DE9824;SPC NJ       -   500,672.77    418,898.06   sFT  0.99990613   -0 10 09.3
 DE9824;UTM  18      - 4,450,835.403   520,237.373   MT  0.99960504   +0 09 12.7
 DE9824
 DE9824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9824!SPC NJ       -   1.00000399  x   0.99990613  =   0.99991012
 DE9824!UTM  18      -   1.00000399  x   0.99960504  =   0.99960903
 DE9824
 DE9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2023750835(NAD 83)
 DE9824
 DE9824                          SUPERSEDED SURVEY CONTROL
 DE9824
 DE9824  NAD 83(2007)-  40 12 27.65524(N)    074 45 43.90159(W) AD(2002.00) 0
 DE9824  ELLIP H (02/10/07)  -25.424  (m)                       GP(2002.00)    
 DE9824  NAD 83(1996)-  40 12 27.65544(N)    074 45 43.90177(W) AD(       ) 1
 DE9824  ELLIP H (04/17/03)  -25.395  (m)                       GP(       ) 3 1
 DE9824  NAVD 88 (04/17/03)    7.7    (m)  GEOID99  model used  GPS OBS        
 DE9824
 DE9824.Superseded values are not recommended for survey control.
 DE9824
 DE9824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9824.See file dsdata.pdf to determine how the superseded data were derived.
 DE9824
 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 - November 18, 2024
 DE9824
 DE9824  HISTORY     - Date     Condition        Report By
 DE9824  HISTORY     - 1992     MONUMENTED       NJGS
 DE9824  HISTORY     - 20020202 GOOD             NJGS
 DE9824  HISTORY     - 20110613 GOOD             DEWDAV
 DE9824  HISTORY     - 20200219 GOOD             NJGS
 DE9824  HISTORY     - 20200324 GOOD             NJGS
 DE9824  HISTORY     - 20241118 GOOD             DEI
 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 THE DEAD END PORTION OF FEDERAL STREET AT THE WATERS
 DE9824'EDGE HEALTHCARE AND REHABILITATION CENTER, A FIVE STORY BRICK
 DE9824'BUILDING.
 DE9824'
 DE9824'THE STATION IS SET FLUSH WITH THE GROUND IN THE LEFT CENTER FIELD
 DE9824'PORTION OF A BASEBALL DIAMOND, NOW ABANDONED, AND IS ALSO IN RANGE
 DE9824'WITH THE NORTH EDGE OF AN ASPHALT PAVED SIDEWALK ON THE 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 HIGH CHAIN LINK FENCE SURROUNDING THE BASEBALL
 DE9824'DIAMOND, 10.8 M WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED, 8.2
 DE9824'M WEST FROM A 3 FT HIGH CHAIN LINK FENCE SURROUNDING THE BASEBALL
 DE9824'DIAMOND, 205 M NORTHWEST FROM WOOD UTILITY POLE NUMBER 64919 TN WITH
 DE9824'TRANSFORMERS ATTACHED, 14.7 M NORTHWEST FROM A WOOD UTILITY POLE WITH
 DE9824'NO NUMBER, FORMERLY USED FOR ATTACHMENT OF LIGHTS FOR NIGHT
 DE9824'ILLUMINATION OF THE BASEBALL DIAMOND, 31.9 M WEST NORTHWEST FROM A
 DE9824'FIRE HYDRANT ON THE NORTH SIDE OF FEDERAL STREET, AND 33.5 M SOUTH
 DE9824'SOUTHWEST FROM WOOD UTILITY POLE NUMBER PS 13248 TN ON THE WEST SIDE
 DE9824'OF THE DEAD END PORTION OF UNION STREET.
 DE9824
 DE9824                          STATION RECOVERY (2011)
 DE9824
 DE9824'RECOVERY NOTE BY DEWBERRY DAVIS 2011 (MH)
 DE9824'RECOVERED IN GOOD CONDITION.
 DE9824
 DE9824                          STATION RECOVERY (2020)
 DE9824
 DE9824'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 DE9824'RECOVERED IN GOOD CONDITION.
 DE9824
 DE9824                          STATION RECOVERY (2020)
 DE9824
 DE9824'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 DE9824'RECOVERED IN GOOD CONDITION.
 DE9824
 DE9824                          STATION RECOVERY (2024)
 DE9824
 DE9824'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2024 (MS)
 DE9824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9795 ***********************************************************************
 DE9795  DESIGNATION -  11 A 4
 DE9795  PID         -  DE9795
 DE9795  STATE/COUNTY-  NJ/MERCER
 DE9795  COUNTRY     -  US
 DE9795  USGS QUAD   -  TRENTON EAST (2019)
 DE9795
 DE9795                         *CURRENT SURVEY CONTROL
 DE9795  ______________________________________________________________________
 DE9795* NAD 83(1986) POSITION- 40 11 04.     (N) 074 44 50.     (W)   SCALED
 DE9795* NAVD 88 ORTHO HEIGHT -     3.524 (meters)       11.56  (feet) ADJUSTED
 DE9795  ______________________________________________________________________
 DE9795  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 DE9795  DYNAMIC HEIGHT  -          3.522 (meters)       11.56  (feet) COMP
 DE9795  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 DE9795
 DE9795  VERT ORDER      -  FIRST     CLASS II
 DE9795
 DE9795.The horizontal coordinates were scaled from a map and have
 DE9795.an estimated accuracy of +/- 6 seconds.
 DE9795
 DE9795.The orthometric height was determined by differential leveling and
 DE9795.adjusted by the NATIONAL GEODETIC SURVEY
 DE9795.in March 2005.
 DE9795
 DE9795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9795.GEOID18 height accuracy estimate available here.
 DE9795
 DE9795.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK215482(NAD 83)
 DE9795
 DE9795                          SUPERSEDED SURVEY CONTROL
 DE9795
 DE9795.No superseded survey control is available for this station.
 DE9795
 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 = JULY 24, 2026 22:12:30 EDT
 DM6888 ***********************************************************************
 DM6888  DESIGNATION -  11 A 5
 DM6888  PID         -  DM6888
 DM6888  STATE/COUNTY-  NJ/MERCER
 DM6888  COUNTRY     -  US
 DM6888  USGS QUAD   -  PENNINGTON (2019)
 DM6888
 DM6888                         *CURRENT SURVEY CONTROL
 DM6888  ______________________________________________________________________
 DM6888* NAD 83(1986) POSITION- 40 16 21.08   (N) 074 46 52.99   (W)   HD_HELD1
 DM6888* NAVD 88 ORTHO HEIGHT -    34.626 (meters)      113.60  (feet) ADJUSTED
 DM6888  ______________________________________________________________________
 DM6888  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 DM6888  DYNAMIC HEIGHT  -         34.610 (meters)      113.55  (feet) COMP
 DM6888  MODELED GRAVITY -    980,164.9   (mgal)                       NAVD 88
 DM6888
 DM6888  VERT ORDER      -  FIRST     CLASS I
 DM6888
 DM6888.The horizontal coordinates were determined by differentially corrected
 DM6888.hand held GPS observations or other comparable positioning techniques
 DM6888.and have an estimated accuracy of +/- 3 meters.
 DM6888
 DM6888.The orthometric height was determined by differential leveling and
 DM6888.adjusted by the NATIONAL GEODETIC SURVEY
 DM6888.in May 2012.
 DM6888
 DM6888.No vertical observational check was made to the station.
 DM6888
 DM6888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6888.GEOID18 height accuracy estimate available here.
 DM6888
 DM6888.Click photographs - Photos may exist for this station.
 DM6888
 DM6888.The dynamic height is computed by dividing the NAVD 88
 DM6888.geopotential number by the normal gravity value computed on the
 DM6888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6888.degrees latitude (g = 980.6199 gals.).
 DM6888
 DM6888.The modeled gravity was interpolated from observed gravity values.
 DM6888
 DM6888;                    North         East    Units  Estimated Accuracy
 DM6888;SPC NJ       -   159,809.5     126,069.5     MT  (+/- 3 meters HH1 GPS) 
 DM6888
 DM6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1858658028(NAD 83)
 DM6888
 DM6888                          SUPERSEDED SURVEY CONTROL
 DM6888
 DM6888.No superseded survey control is available for this station.
 DM6888
 DM6888_MARKER: DD = SURVEY DISK
 DM6888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6888_SP_SET: PIPE CULVERT
 DM6888_STAMPING: 11 A 5 2009
 DM6888_MARK LOGO: NJGS
 DM6888_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6888+STABILITY: SURFACE MOTION
 DM6888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6888+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2017
 DM6888
 DM6888  HISTORY     - Date     Condition        Report By
 DM6888  HISTORY     - 20090323 MONUMENTED       NJGS
 DM6888  HISTORY     - 20170309 GOOD             NJGS
 DM6888
 DM6888                          STATION DESCRIPTION
 DM6888
 DM6888'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6888'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6888'EAST END OF A LARGE CONCRETE PIPE EMPTING INTO THE NORTH SIDE OF CEVA
 DM6888'LAKE ON THE SOUTH SIDE OF LAKE BOULEVARD.
 DM6888'
 DM6888'TO REACH THE STATION FROM THE JUNCTION OF PENNINGTON ROAD (NJ STATE
 DM6888'HIGHWAY 31) AND LAKE BOULEVARD, GO ABOUT 150 FT (45.7 M) EAST TO THE
 DM6888'CULVERT AND STATION ON THE RIGHT.
 DM6888'
 DM6888'THE STATION 130 FT (39.6 M) EAST OF THE EAST CURB OF PENNINGTON ROAD,
 DM6888'90 FT (27.4 M) WEST OF POLE NUMBER 08EW, 33 FT (10.1 M) SOUTH OF THE
 DM6888'SOUTH CURB OF LAKE BOULEVARD, 82 FT (25.0 M) SOUTH OF POLE NUMBER
 DM6888'60757EW.
 DM6888
 DM6888                          STATION RECOVERY (2017)
 DM6888
 DM6888'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DM6888'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6046 ***********************************************************************
 KV6046  DESIGNATION -  11 B 1
 KV6046  PID         -  KV6046
 KV6046  STATE/COUNTY-  NJ/MERCER
 KV6046  COUNTRY     -  US
 KV6046  USGS QUAD   -  PENNINGTON (2019)
 KV6046
 KV6046                         *CURRENT SURVEY CONTROL
 KV6046  ______________________________________________________________________
 KV6046* NAD 83(2011) POSITION- 40 16 00.84976(N) 074 48 12.47206(W)   ADJUSTED
 KV6046* NAD 83(2011) ELLIP HT-     6.684 (meters)        (06/27/12)   ADJUSTED
 KV6046* NAD 83(2011) EPOCH   -  2010.00
 KV6046* NAVD 88 ORTHO HEIGHT -    40.079 (meters)      131.49  (feet) ADJUSTED
 KV6046  ______________________________________________________________________
 KV6046  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 KV6046  NAD 83(2011) X  -  1,277,523.461 (meters)                     COMP
 KV6046  NAD 83(2011) Y  - -4,703,191.442 (meters)                     COMP
 KV6046  NAD 83(2011) Z  -  4,100,648.032 (meters)                     COMP
 KV6046  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 KV6046  DYNAMIC HEIGHT  -         40.060 (meters)      131.43  (feet) COMP
 KV6046  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 KV6046
 KV6046  VERT ORDER      -  FIRST     CLASS I
 KV6046
 KV6046  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6046  Standards:
 KV6046         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6046            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6046  -------------------------------------------------------------------
 KV6046  NETWORK    0.43   1.06           0.20   0.14   0.54     -0.11595376
 KV6046  -------------------------------------------------------------------
 KV6046  Click here for local accuracies and other accuracy information.
 KV6046
 KV6046.The horizontal coordinates were established by GPS observations
 KV6046.and adjusted by the National Geodetic Survey in June 2012.
 KV6046
 KV6046.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6046.been affixed to the stable North American tectonic plate. See 
 KV6046.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6046
 KV6046.The horizontal coordinates are valid at the epoch date displayed above
 KV6046.which is a decimal equivalence of Year/Month/Day.
 KV6046
 KV6046.The orthometric height was determined by differential leveling and
 KV6046.adjusted by the NATIONAL GEODETIC SURVEY
 KV6046.in June 1991.
 KV6046
 KV6046.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6046.GEOID18 height accuracy estimate available here.
 KV6046
 KV6046.Click photographs - Photos may exist for this station.
 KV6046
 KV6046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6046
 KV6046.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6046
 KV6046.The ellipsoidal height was determined by GPS observations
 KV6046.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6046
 KV6046;                    North         East     Units Scale Factor Converg.
 KV6046;SPC NJ       -   159,191.753   124,189.736   MT  0.99990820   -0 11 46.1
 KV6046;SPC NJ       -   522,281.61    407,445.83   sFT  0.99990820   -0 11 46.1
 KV6046;SPC PA S     -   107,839.221   850,578.286   MT  0.99996462   +1 54 42.1
 KV6046;SPC PA S     -   353,802.51  2,790,605.59   sFT  0.99996462   +1 54 42.1
 KV6046;UTM  18      - 4,457,400.018   516,710.721   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1671057400(NAD 83)
 KV6046
 KV6046                          SUPERSEDED SURVEY CONTROL
 KV6046
 KV6046  NAD 83(2007)-  40 16 00.85014(N)    074 48 12.47279(W) AD(2002.00) 0
 KV6046  ELLIP H (02/10/07)    6.674  (m)                       GP(2002.00)    
 KV6046  NAD 83(1996)-  40 16 00.84997(N)    074 48 12.47267(W) AD(       ) B
 KV6046  ELLIP H (06/06/05)    6.700  (m)                       GP(       ) 3 1
 KV6046  ELLIP H (10/23/02)    6.694  (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)    6.724  (m)                       GP(       ) 4 1
 KV6046  NAD 83(1986)-  40 16 00.84948(N)    074 48 12.47541(W) AD(       ) 1
 KV6046  NAVD 88              40.08   (m)          131.5    (f) LEVELING    3  
 KV6046  NGVD 29              40.38   (m)          132.5    (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
 KV6046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6046.See file dsdata.pdf to determine how the superseded data were derived.
 KV6046
 KV6046_MARKER: DD = SURVEY DISK
 KV6046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6046_STAMPING: 11 B 1 1988
 KV6046_MARK LOGO: NJGS
 KV6046_PROJECTION: RECESSED 15 CENTIMETERS
 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 - December 06, 2019
 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  HISTORY     - 20070419 GOOD             BANC
 KV6046  HISTORY     - 20090320 GOOD             NJGS
 KV6046  HISTORY     - 20191206 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.
 KV6046
 KV6046                          STATION RECOVERY (2007)
 KV6046
 KV6046'RECOVERY NOTE BY BANC 3 2007 (SC)
 KV6046'RECOVERED IN GOOD CONDITION.
 KV6046
 KV6046                          STATION RECOVERY (2009)
 KV6046
 KV6046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 KV6046'RECOVERED AS DESCRIBED.
 KV6046
 KV6046                          STATION RECOVERY (2019)
 KV6046
 KV6046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6788 ***********************************************************************
 KV6788  DESIGNATION -  11 B 2
 KV6788  PID         -  KV6788
 KV6788  STATE/COUNTY-  NJ/MERCER
 KV6788  COUNTRY     -  US
 KV6788  USGS QUAD   -  PRINCETON (2019)
 KV6788
 KV6788                         *CURRENT SURVEY CONTROL
 KV6788  ______________________________________________________________________
 KV6788* NAD 83(2011) POSITION- 40 18 17.35765(N) 074 37 56.66453(W)   ADJUSTED
 KV6788* NAD 83(2011) ELLIP HT-    -0.112 (meters)        (06/27/12)   ADJUSTED
 KV6788* NAD 83(2011) EPOCH   -  2010.00
 KV6788* NAVD 88 ORTHO HEIGHT -    33.0   (meters)      108.    (feet) VERTCON3
 KV6788  ______________________________________________________________________
 KV6788  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 KV6788  NAD 83(2011) X  -  1,290,836.342 (meters)                     COMP
 KV6788  NAD 83(2011) Y  - -4,696,726.233 (meters)                     COMP
 KV6788  NAD 83(2011) Z  -  4,103,855.538 (meters)                     COMP
 KV6788  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 KV6788
 KV6788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6788  Standards:
 KV6788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6788  -------------------------------------------------------------------
 KV6788  NETWORK    0.56   0.67           0.22   0.24   0.34      0.02558558
 KV6788  -------------------------------------------------------------------
 KV6788  Click here for local accuracies and other accuracy information.
 KV6788
 KV6788.The horizontal coordinates were established by GPS observations
 KV6788.and adjusted by the National Geodetic Survey in June 2012.
 KV6788
 KV6788.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6788.been affixed to the stable North American tectonic plate. See 
 KV6788.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6788
 KV6788.The horizontal coordinates are valid at the epoch date displayed above
 KV6788.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6788.GEOID18 height accuracy estimate available here.
 KV6788
 KV6788.Click photographs - Photos may exist for this station.
 KV6788
 KV6788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6788
 KV6788.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6788
 KV6788.The ellipsoidal height was determined by GPS observations
 KV6788.and is referenced to NAD 83.
 KV6788
 KV6788. The following values were computed from the NAD 83(2011) position.
 KV6788
 KV6788;                    North         East     Units Scale Factor Converg.
 KV6788;SPC NJ       -   163,366.080   138,744.832   MT  0.99990156   -0 05 08.3
 KV6788;SPC NJ       -   535,976.88    455,198.67   sFT  0.99990156   -0 05 08.3
 KV6788;UTM  18      - 4,461,655.144   531,237.712   MT  0.99961201   +0 14 16.0
 KV6788
 KV6788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6788!SPC NJ       -   1.00000002  x   0.99990156  =   0.99990158
 KV6788!UTM  18      -   1.00000002  x   0.99961201  =   0.99961203
 KV6788
 KV6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3123761655(NAD 83)
 KV6788
 KV6788                          SUPERSEDED SURVEY CONTROL
 KV6788
 KV6788  NAD 83(2007)-  40 18 17.35813(N)    074 37 56.66529(W) AD(2002.00) 0
 KV6788  ELLIP H (02/10/07)   -0.092  (m)                       GP(2002.00)    
 KV6788  ELLIP H (10/23/02)   -0.069  (m)                       GP(       ) 4 1
 KV6788  NAD 83(1996)-  40 18 17.35851(N)    074 37 56.66536(W) AD(       ) 1
 KV6788  ELLIP H (05/14/99)   -0.064  (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)  GEOID90  model used  GPS OBS        
 KV6788
 KV6788.Superseded values are not recommended for survey control.
 KV6788
 KV6788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6788.See file dsdata.pdf to determine how the superseded data were derived.
 KV6788
 KV6788_MARKER: DD = SURVEY DISK
 KV6788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6788_STAMPING: 11 B 2 1990
 KV6788_MARK LOGO: NJGS
 KV6788_PROJECTION: FLUSH
 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 - August 02, 2022
 KV6788
 KV6788  HISTORY     - Date     Condition        Report By
 KV6788  HISTORY     - 1990     MONUMENTED       NJGS
 KV6788  HISTORY     - 20030613 GOOD             UE
 KV6788  HISTORY     - 20061122 GOOD             INDIV
 KV6788  HISTORY     - 20220802 GOOD             NJGS
 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'
 KV6788
 KV6788                          STATION RECOVERY (2006)
 KV6788
 KV6788'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JWW)
 KV6788'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.
 KV6788'STATION IS 4.8 M (14.9 FT) WEST OF THE WEST SIDE OF SIDEWALK.
 KV6788
 KV6788                          STATION RECOVERY (2022)
 KV6788
 KV6788'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6874 ***********************************************************************
 KV6874  DESIGNATION -  11 B 3
 KV6874  PID         -  KV6874
 KV6874  STATE/COUNTY-  NJ/MERCER
 KV6874  COUNTRY     -  US
 KV6874  USGS QUAD   -  HOPEWELL (2019)
 KV6874
 KV6874                         *CURRENT SURVEY CONTROL
 KV6874  ______________________________________________________________________
 KV6874* NAD 83(2011) POSITION- 40 23 10.04051(N) 074 45 25.98503(W)   ADJUSTED
 KV6874* NAD 83(2011) ELLIP HT-    17.114 (meters)        (06/27/12)   ADJUSTED
 KV6874* NAD 83(2011) EPOCH   -  2010.00
 KV6874* NAVD 88 ORTHO HEIGHT -    50.7   (meters)      166.    (feet) GPS OBS
 KV6874  ______________________________________________________________________
 KV6874  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6874  GEOID HEIGHT    -        -33.800 (meters)                     GEOID93
 KV6874  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 KV6874  NAD 83(2011) X  -  1,279,068.963 (meters)                     COMP
 KV6874  NAD 83(2011) Y  - -4,693,900.755 (meters)                     COMP
 KV6874  NAD 83(2011) Z  -  4,110,747.237 (meters)                     COMP
 KV6874  LAPLACE CORR    -          4.39  (seconds)                    DEFLEC18
 KV6874
 KV6874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6874  Standards:
 KV6874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6874  -------------------------------------------------------------------
 KV6874  NETWORK    0.32   0.43           0.12   0.14   0.22     -0.09157817
 KV6874  -------------------------------------------------------------------
 KV6874  Click here for local accuracies and other accuracy information.
 KV6874
 KV6874.The horizontal coordinates were established by GPS observations
 KV6874.and adjusted by the National Geodetic Survey in June 2012.
 KV6874
 KV6874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6874.been affixed to the stable North American tectonic plate. See 
 KV6874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6874
 KV6874.The horizontal coordinates are valid at the epoch date displayed above
 KV6874.which is a decimal equivalence of Year/Month/Day.
 KV6874
 KV6874.The orthometric height was determined by GPS observations and a
 KV6874.high-resolution geoid model.
 KV6874
 KV6874.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6874.GEOID18 height accuracy estimate available here.
 KV6874
 KV6874.Click photographs - Photos may exist for this station.
 KV6874
 KV6874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6874
 KV6874.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6874
 KV6874.The ellipsoidal height was determined by GPS observations
 KV6874.and is referenced to NAD 83.
 KV6874
 KV6874. The following values were computed from the NAD 83(2011) position.
 KV6874
 KV6874;                    North         East     Units Scale Factor Converg.
 KV6874;SPC NJ       -   172,416.271   128,161.547   MT  0.99990587   -0 09 60.0
 KV6874;SPC NJ       -   565,669.05    420,476.68   sFT  0.99990587   -0 09 60.0
 KV6874;UTM  18      - 4,470,642.745   520,606.604   MT  0.99960523   +0 09 26.3
 KV6874
 KV6874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6874!SPC NJ       -   0.99999732  x   0.99990587  =   0.99990319
 KV6874!UTM  18      -   0.99999732  x   0.99960523  =   0.99960255
 KV6874
 KV6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2060670642(NAD 83)
 KV6874
 KV6874                          SUPERSEDED SURVEY CONTROL
 KV6874
 KV6874  NAD 83(2007)-  40 23 10.04105(N)    074 45 25.98601(W) AD(2002.00) 0
 KV6874  ELLIP H (02/10/07)   17.146  (m)                       GP(2002.00)    
 KV6874  ELLIP H (10/23/02)   17.176  (m)                       GP(       ) 4 1
 KV6874  NAD 83(1996)-  40 23 10.04150(N)    074 45 25.98606(W) AD(       ) 1
 KV6874  ELLIP H (05/14/99)   17.193  (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
 KV6874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6874.See file dsdata.pdf to determine how the superseded data were derived.
 KV6874
 KV6874_MARKER: DD = SURVEY DISK
 KV6874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DE9799 ***********************************************************************
 DE9799  DESIGNATION -  11 B 4
 DE9799  PID         -  DE9799
 DE9799  STATE/COUNTY-  NJ/MERCER
 DE9799  COUNTRY     -  US
 DE9799  USGS QUAD   -  TRENTON EAST (2019)
 DE9799
 DE9799                         *CURRENT SURVEY CONTROL
 DE9799  ______________________________________________________________________
 DE9799* NAD 83(1986) POSITION- 40 11 05.     (N) 074 44 02.     (W)   SCALED
 DE9799* NAVD 88 ORTHO HEIGHT -     5.360 (meters)       17.59  (feet) ADJUSTED
 DE9799  ______________________________________________________________________
 DE9799  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 DE9799  DYNAMIC HEIGHT  -          5.358 (meters)       17.58  (feet) COMP
 DE9799  MODELED GRAVITY -    980,187.5   (mgal)                       NAVD 88
 DE9799
 DE9799  VERT ORDER      -  FIRST     CLASS II
 DE9799
 DE9799.The horizontal coordinates were scaled from a map and have
 DE9799.an estimated accuracy of +/- 6 seconds.
 DE9799
 DE9799.The orthometric height was determined by differential leveling and
 DE9799.adjusted by the NATIONAL GEODETIC SURVEY
 DE9799.in March 2005.
 DE9799
 DE9799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9799.GEOID18 height accuracy estimate available here.
 DE9799
 DE9799.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK226482(NAD 83)
 DE9799
 DE9799                          SUPERSEDED SURVEY CONTROL
 DE9799
 DE9799.No superseded survey control is available for this station.
 DE9799
 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 = JULY 24, 2026 22:12:30 EDT
 DM6889 ***********************************************************************
 DM6889  DESIGNATION -  11 B 5
 DM6889  PID         -  DM6889
 DM6889  STATE/COUNTY-  NJ/MERCER
 DM6889  COUNTRY     -  US
 DM6889  USGS QUAD   -  PENNINGTON (2019)
 DM6889
 DM6889                         *CURRENT SURVEY CONTROL
 DM6889  ______________________________________________________________________
 DM6889* NAD 83(1986) POSITION- 40 16 04.     (N) 074 46 20.     (W)   SCALED
 DM6889* NAVD 88 ORTHO HEIGHT -    25.226 (meters)       82.76  (feet) ADJUSTED
 DM6889  ______________________________________________________________________
 DM6889  GEOID HEIGHT    -        -33.347 (meters)                     GEOID18
 DM6889  DYNAMIC HEIGHT  -         25.215 (meters)       82.73  (feet) COMP
 DM6889  MODELED GRAVITY -    980,166.8   (mgal)                       NAVD 88
 DM6889
 DM6889  VERT ORDER      -  FIRST     CLASS I
 DM6889
 DM6889.The horizontal coordinates were scaled from a map and have
 DM6889.an estimated accuracy of +/- 6 seconds.
 DM6889
 DM6889.The orthometric height was determined by differential leveling and
 DM6889.adjusted by the NATIONAL GEODETIC SURVEY
 DM6889.in May 2012.
 DM6889
 DM6889.No vertical observational check was made to the station.
 DM6889
 DM6889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6889.GEOID18 height accuracy estimate available here.
 DM6889
 DM6889.Click photographs - Photos may exist for this station.
 DM6889
 DM6889.The dynamic height is computed by dividing the NAVD 88
 DM6889.geopotential number by the normal gravity value computed on the
 DM6889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6889.degrees latitude (g = 980.6199 gals.).
 DM6889
 DM6889.The modeled gravity was interpolated from observed gravity values.
 DM6889
 DM6889;                    North         East    Units  Estimated Accuracy
 DM6889;SPC NJ       -   159,280.      126,850.      MT  (+/- 180 meters Scaled)
 DM6889
 DM6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK193575(NAD 83)
 DM6889
 DM6889                          SUPERSEDED SURVEY CONTROL
 DM6889
 DM6889.No superseded survey control is available for this station.
 DM6889
 DM6889_MARKER: DD = SURVEY DISK
 DM6889_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6889_SP_SET: BRIDGE ABUTMENT
 DM6889_STAMPING: 11 B 5 2009
 DM6889_MARK LOGO: NJGS
 DM6889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6889+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 DM6889
 DM6889  HISTORY     - Date     Condition        Report By
 DM6889  HISTORY     - 20090323 MONUMENTED       NJGS
 DM6889
 DM6889                          STATION DESCRIPTION
 DM6889
 DM6889'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6889'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6889'NORTH END OF THE WEST ABUTMENT FOR A PEDESTRIAN BRIDGE ON THE PROPERTY
 DM6889'OF THE COLLEGE OF NEW JERSEY, LEADING FROM THE MAIN CAMPUS TO THE
 DM6889'ATHLETIC FIELDS FRONTING ON GREEN LANE.
 DM6889'
 DM6889'TO REACH THE STATION FROM THE JUNCTION OF EWINGVILLE ROAD AND GREEN
 DM6889'LANE, GO 0.7 MI (1.1 KM) SOUTHEAST TO THE ENTRANCE DRIVE TO THE
 DM6889'COLLEGE.  TURN RIGHT AND GO 0.05 MI (0.1 KM) NORTHWEST TO THE COLLEGE
 DM6889'ROAD THAT CIRCLES THE UNIVERSITY.  TURN RIGHT AND GO 0.25 MI (0.4 KM)
 DM6889'NORTH-NORTHEAST TO A BRICK PAVED WALKWAY ON THE RIGHT OPPOSITE THE
 DM6889'NORTHEAST CORNER OF THE RESIDENT STUDENT PARKING GARAGE, GO ABOUT 150
 DM6889'FT (45.7 M) EAST TO THE STATION ON THE LEFT.
 DM6889'
 DM6889'THE STATION IS 33 FT (10.1 M) WEST OF THE CENTERLINE OF THE BRIDGE
 DM6889'OVER THE CREEK, 146 FT (44.5 M) EAST OF THE CENTERLINE OF THE CAMPUS
 DM6889'ROAD, 6.5 FT (2.0 M) NORTH OF THE CENTERLINE OF THE WALKWAY, 1.5 FT
 DM6889'(0.5 M) NORTHWEST OF THE WEST END OF THE METAL RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6789 ***********************************************************************
 KV6789  DESIGNATION -  11 C 2
 KV6789  PID         -  KV6789
 KV6789  STATE/COUNTY-  NJ/MERCER
 KV6789  COUNTRY     -  US
 KV6789  USGS QUAD   -  PRINCETON (2019)
 KV6789
 KV6789                         *CURRENT SURVEY CONTROL
 KV6789  ______________________________________________________________________
 KV6789* NAD 83(2011) POSITION- 40 19 19.27361(N) 074 42 07.67326(W)   ADJUSTED
 KV6789* NAD 83(2011) ELLIP HT-    12.677 (meters)        (06/27/12)   ADJUSTED
 KV6789* NAD 83(2011) EPOCH   -  2010.00
 KV6789* NAVD 88 ORTHO HEIGHT -    46.0   (meters)      151.    (feet) GPS OBS
 KV6789  ______________________________________________________________________
 KV6789  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6789  GEOID HEIGHT    -        -33.570 (meters)                     GEOID93
 KV6789  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 KV6789  NAD 83(2011) X  -  1,284,796.411 (meters)                     COMP
 KV6789  NAD 83(2011) Y  - -4,697,111.226 (meters)                     COMP
 KV6789  NAD 83(2011) Z  -  4,105,320.049 (meters)                     COMP
 KV6789  LAPLACE CORR    -          4.99  (seconds)                    DEFLEC18
 KV6789
 KV6789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6789  Standards:
 KV6789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6789  -------------------------------------------------------------------
 KV6789  NETWORK    0.32   0.41           0.12   0.14   0.21     -0.09433177
 KV6789  -------------------------------------------------------------------
 KV6789  Click here for local accuracies and other accuracy information.
 KV6789
 KV6789.The horizontal coordinates were established by GPS observations
 KV6789.and adjusted by the National Geodetic Survey in June 2012.
 KV6789
 KV6789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6789.been affixed to the stable North American tectonic plate. See 
 KV6789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6789
 KV6789.The horizontal coordinates are valid at the epoch date displayed above
 KV6789.which is a decimal equivalence of Year/Month/Day.
 KV6789
 KV6789.The orthometric height was determined by GPS observations and a
 KV6789.high-resolution geoid model.
 KV6789
 KV6789.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6789.GEOID18 height accuracy estimate available here.
 KV6789
 KV6789.Click photographs - Photos may exist for this station.
 KV6789
 KV6789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6789
 KV6789.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6789
 KV6789.The ellipsoidal height was determined by GPS observations
 KV6789.and is referenced to NAD 83.
 KV6789
 KV6789. The following values were computed from the NAD 83(2011) position.
 KV6789
 KV6789;                    North         East     Units Scale Factor Converg.
 KV6789;SPC NJ       -   165,286.858   132,822.282   MT  0.99990363   -0 07 50.9
 KV6789;SPC NJ       -   542,278.63    435,767.77   sFT  0.99990363   -0 07 50.9
 KV6789;UTM  18      - 4,463,541.901   525,306.148   MT  0.99960788   +0 11 33.9
 KV6789
 KV6789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6789!SPC NJ       -   0.99999801  x   0.99990363  =   0.99990164
 KV6789!UTM  18      -   0.99999801  x   0.99960788  =   0.99960589
 KV6789
 KV6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2530663541(NAD 83)
 KV6789
 KV6789                          SUPERSEDED SURVEY CONTROL
 KV6789
 KV6789  NAD 83(2007)-  40 19 19.27416(N)    074 42 07.67421(W) AD(2002.00) 0
 KV6789  ELLIP H (02/10/07)   12.708  (m)                       GP(2002.00)    
 KV6789  ELLIP H (10/23/02)   12.739  (m)                       GP(       ) 4 1
 KV6789  NAD 83(1996)-  40 19 19.27462(N)    074 42 07.67429(W) AD(       ) 1
 KV6789  ELLIP H (05/14/99)   12.756  (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)  GEOID90  model used  GPS OBS        
 KV6789
 KV6789.Superseded values are not recommended for survey control.
 KV6789
 KV6789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6789.See file dsdata.pdf to determine how the superseded data were derived.
 KV6789
 KV6789_STAMPING: 11 C 2 SQUIBB 1990
 KV6789_MARK LOGO: NJGS
 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  HISTORY     - 20200519 MARK NOT FOUND   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.
 KV6789
 KV6789                          STATION RECOVERY (2020)
 KV6789
 KV6789'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 KV6789'THIS STATION IS BELIEVED TO BE REMOVED OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6875 ***********************************************************************
 KV6875  DESIGNATION -  11 C 3
 KV6875  PID         -  KV6875
 KV6875  STATE/COUNTY-  NJ/MERCER
 KV6875  COUNTRY     -  US
 KV6875  USGS QUAD   -  PENNINGTON (2019)
 KV6875
 KV6875                         *CURRENT SURVEY CONTROL
 KV6875  ______________________________________________________________________
 KV6875* NAD 83(2011) POSITION- 40 22 23.32213(N) 074 47 55.60449(W)   ADJUSTED
 KV6875* NAD 83(2011) ELLIP HT-    58.578 (meters)        (06/27/12)   ADJUSTED
 KV6875* NAD 83(2011) EPOCH   -  2010.00
 KV6875* NAVD 88 ORTHO HEIGHT -    92.2   (meters)      302.    (feet) GPS OBS
 KV6875  ______________________________________________________________________
 KV6875  NAVD 88 orthometric height was determined with geoid model    GEOID09
 KV6875  GEOID HEIGHT    -        -33.646 (meters)                     GEOID09
 KV6875  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 KV6875  NAD 83(2011) X  -  1,275,916.860 (meters)                     COMP
 KV6875  NAD 83(2011) Y  - -4,695,758.716 (meters)                     COMP
 KV6875  NAD 83(2011) Z  -  4,109,676.363 (meters)                     COMP
 KV6875  LAPLACE CORR    -          3.90  (seconds)                    DEFLEC18
 KV6875
 KV6875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6875  Standards:
 KV6875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6875  -------------------------------------------------------------------
 KV6875  NETWORK    0.78   1.65           0.34   0.29   0.84     -0.07122733
 KV6875  -------------------------------------------------------------------
 KV6875  Click here for local accuracies and other accuracy information.
 KV6875
 KV6875.The horizontal coordinates were established by GPS observations
 KV6875.and adjusted by the National Geodetic Survey in June 2012.
 KV6875
 KV6875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6875.been affixed to the stable North American tectonic plate. See 
 KV6875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6875
 KV6875.The horizontal coordinates are valid at the epoch date displayed above
 KV6875.which is a decimal equivalence of Year/Month/Day.
 KV6875
 KV6875.The orthometric height was determined by GPS observations and a
 KV6875.high-resolution geoid model.
 KV6875
 KV6875.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6875.GEOID18 height accuracy estimate available here.
 KV6875
 KV6875.Click photographs - Photos may exist for this station.
 KV6875
 KV6875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6875
 KV6875.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6875
 KV6875.The ellipsoidal height was determined by GPS observations
 KV6875.and is referenced to NAD 83.
 KV6875
 KV6875. The following values were computed from the NAD 83(2011) position.
 KV6875
 KV6875;                    North         East     Units Scale Factor Converg.
 KV6875;SPC NJ       -   170,986.478   124,628.045   MT  0.99990792   -0 11 36.7
 KV6875;SPC NJ       -   560,978.14    408,883.84   sFT  0.99990792   -0 11 36.7
 KV6875;UTM  18      - 4,469,193.437   517,082.309   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  =   0.99959440
 KV6875
 KV6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1708269193(NAD 83)
 KV6875
 KV6875                          SUPERSEDED SURVEY CONTROL
 KV6875
 KV6875  NAD 83(2007)-  40 22 23.32218(N)    074 47 55.60509(W) AD(2002.00) 1
 KV6875  ELLIP H (07/18/10)   58.584  (m)                       GP(2002.00) 4 2
 KV6875  NAD 83(2007)-  40 22 23.32211(N)    074 47 55.60541(W) AD(2002.00) 0
 KV6875  ELLIP H (02/10/07)   58.549  (m)                       GP(2002.00)    
 KV6875  ELLIP H (10/23/02)   58.570  (m)                       GP(       ) 4 1
 KV6875  NAD 83(1996)-  40 22 23.32253(N)    074 47 55.60554(W) AD(       ) 1
 KV6875  ELLIP H (05/14/99)   58.587  (m)                       GP(       ) 4 1
 KV6875  NAD 83(1986)-  40 22 23.32152(N)    074 47 55.60793(W) AD(       ) 1
 KV6875  NAVD 88 (12/17/93)   92.2    (m)  GEOID93  model used  GPS OBS        
 KV6875
 KV6875.Superseded values are not recommended for survey control.
 KV6875
 KV6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6875.See file dsdata.pdf to determine how the superseded data were derived.
 KV6875
 KV6875_MARKER: DD = SURVEY DISK
 KV6875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6875_STAMPING: 11 C 3 1993
 KV6875_MARK LOGO: NJGS
 KV6875_PROJECTION: FLUSH
 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 - November 18, 2019
 KV6875
 KV6875  HISTORY     - Date     Condition        Report By
 KV6875  HISTORY     - 1993     MONUMENTED       NJGS
 KV6875  HISTORY     - 20050721 GOOD             B2A
 KV6875  HISTORY     - 20060420 GOOD             AASCO
 KV6875  HISTORY     - 20100922 GOOD             JCLS
 KV6875  HISTORY     - 20190822 GOOD             NJGS
 KV6875  HISTORY     - 20191118 GOOD             GPI
 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 (2005)
 KV6875
 KV6875'RECOVERY NOTE BY B2A CONSULTANTS 2005 (ARD)
 KV6875'RECOVERED AS DESCRIBED.  (ARD)
 KV6875
 KV6875                          STATION RECOVERY (2006)
 KV6875
 KV6875'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6875'RECOVERED IN GOOD CONDITION.
 KV6875
 KV6875                          STATION RECOVERY (2010)
 KV6875
 KV6875'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 KV6875'RECOVERED IN GOOD CONDITION.
 KV6875
 KV6875                          STATION RECOVERY (2019)
 KV6875
 KV6875'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6875'RECOVERED IN GOOD CONDITION.
 KV6875
 KV6875                          STATION RECOVERY (2019)
 KV6875
 KV6875'RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)
 KV6875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9798 ***********************************************************************
 DE9798  DESIGNATION -  11 C 4
 DE9798  PID         -  DE9798
 DE9798  STATE/COUNTY-  NJ/MERCER
 DE9798  COUNTRY     -  US
 DE9798  USGS QUAD   -  TRENTON EAST (2019)
 DE9798
 DE9798                         *CURRENT SURVEY CONTROL
 DE9798  ______________________________________________________________________
 DE9798* NAD 83(2011) POSITION- 40 11 07.04564(N) 074 44 23.15600(W)   ADJUSTED
 DE9798* NAD 83(2011) ELLIP HT-   -28.067 (meters)        (06/27/12)   ADJUSTED
 DE9798* NAD 83(2011) EPOCH   -  2010.00
 DE9798* NAVD 88 ORTHO HEIGHT -     4.922 (meters)       16.15  (feet) ADJUSTED
 DE9798  ______________________________________________________________________
 DE9798  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 DE9798  NAD 83(2011) X  -  1,284,284.852 (meters)                     COMP
 DE9798  NAD 83(2011) Y  - -4,707,388.663 (meters)                     COMP
 DE9798  NAD 83(2011) Z  -  4,093,706.639 (meters)                     COMP
 DE9798  LAPLACE CORR    -          4.59  (seconds)                    DEFLEC18
 DE9798  DYNAMIC HEIGHT  -          4.920 (meters)       16.14  (feet) COMP
 DE9798  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 DE9798
 DE9798  VERT ORDER      -  FIRST     CLASS II
 DE9798
 DE9798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9798  Standards:
 DE9798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9798  -------------------------------------------------------------------
 DE9798  NETWORK    0.71   1.04           0.32   0.25   0.53      0.08468480
 DE9798  -------------------------------------------------------------------
 DE9798  Click here for local accuracies and other accuracy information.
 DE9798
 DE9798.The horizontal coordinates were established by GPS observations
 DE9798.and adjusted by the National Geodetic Survey in June 2012.
 DE9798
 DE9798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9798.been affixed to the stable North American tectonic plate. See 
 DE9798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9798
 DE9798.The horizontal coordinates are valid at the epoch date displayed above
 DE9798.which is a decimal equivalence of Year/Month/Day.
 DE9798
 DE9798.The orthometric height was determined by differential leveling and
 DE9798.adjusted by the NATIONAL GEODETIC SURVEY
 DE9798.in March 2005.
 DE9798
 DE9798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9798.GEOID18 height accuracy estimate available here.
 DE9798
 DE9798.Click photographs - Photos may exist for this station.
 DE9798
 DE9798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9798
 DE9798.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9798
 DE9798.The ellipsoidal height was determined by GPS observations
 DE9798.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DE9798
 DE9798;                    North         East     Units Scale Factor Converg.
 DE9798;SPC NJ       -   150,113.904   129,582.974   MT  0.99990513   -0 09 17.0
 DE9798;SPC NJ       -   492,498.70    425,140.14   sFT  0.99990513   -0 09 17.0
 DE9798;UTM  18      - 4,448,355.440   522,153.389   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2215348355(NAD 83)
 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  NAD 83(2007)-  40 11 07.04609(N)    074 44 23.15686(W) AD(2002.00) 0
 DE9798  ELLIP H (02/10/07)  -28.064  (m)                       GP(2002.00)    
 DE9798  NAD 83(1996)-  40 11 07.04624(N)    074 44 23.15704(W) AD(       ) 1
 DE9798  ELLIP H (04/17/03)  -28.035  (m)                       GP(       ) 3 1
 DE9798  NAVD 88 (04/17/03)    4.9    (m)  GEOID99  model used  GPS OBS        
 DE9798
 DE9798.Superseded values are not recommended for survey control.
 DE9798
 DE9798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9798.See file dsdata.pdf to determine how the superseded data were derived.
 DE9798
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6890 ***********************************************************************
 DM6890  DESIGNATION -  11 C 5
 DM6890  PID         -  DM6890
 DM6890  STATE/COUNTY-  NJ/MERCER
 DM6890  COUNTRY     -  US
 DM6890  USGS QUAD   -  TRENTON WEST (2016)
 DM6890
 DM6890                         *CURRENT SURVEY CONTROL
 DM6890  ______________________________________________________________________
 DM6890* NAD 83(1986) POSITION- 40 14 50.20   (N) 074 48 54.26   (W)   HD_HELD1
 DM6890* NAVD 88 ORTHO HEIGHT -    25.207 (meters)       82.70  (feet) ADJUSTED
 DM6890  ______________________________________________________________________
 DM6890  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 DM6890  DYNAMIC HEIGHT  -         25.195 (meters)       82.66  (feet) COMP
 DM6890  MODELED GRAVITY -    980,165.6   (mgal)                       NAVD 88
 DM6890
 DM6890  VERT ORDER      -  FIRST     CLASS I
 DM6890
 DM6890.The horizontal coordinates were determined by differentially corrected
 DM6890.hand held GPS observations or other comparable positioning techniques
 DM6890.and have an estimated accuracy of +/- 3 meters.
 DM6890
 DM6890.The orthometric height was determined by differential leveling and
 DM6890.adjusted by the NATIONAL GEODETIC SURVEY
 DM6890.in May 2012.
 DM6890
 DM6890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6890.GEOID18 height accuracy estimate available here.
 DM6890
 DM6890.Click photographs - Photos may exist for this station.
 DM6890
 DM6890.The dynamic height is computed by dividing the NAVD 88
 DM6890.geopotential number by the normal gravity value computed on the
 DM6890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6890.degrees latitude (g = 980.6199 gals.).
 DM6890
 DM6890.The modeled gravity was interpolated from observed gravity values.
 DM6890
 DM6890;                    North         East    Units  Estimated Accuracy
 DM6890;SPC NJ       -   157,016.3     123,194.7     MT  (+/- 3 meters HH1 GPS) 
 DM6890
 DM6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1572855219(NAD 83)
 DM6890
 DM6890                          SUPERSEDED SURVEY CONTROL
 DM6890
 DM6890.No superseded survey control is available for this station.
 DM6890
 DM6890_MARKER: DD = SURVEY DISK
 DM6890_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6890_SP_SET: CURB
 DM6890_STAMPING: 11 C 5 2009
 DM6890_MARK LOGO: NJGS
 DM6890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6890+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2009
 DM6890
 DM6890  HISTORY     - Date     Condition        Report By
 DM6890  HISTORY     - 20090702 MONUMENTED       NJGS
 DM6890
 DM6890                          STATION DESCRIPTION
 DM6890
 DM6890'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6890'THE STATION IS IN EWING TOWNSHIP, SET IN A CURB ON THE NORTHWEST SIDE
 DM6890'OF LOWER FERRY ROAD OPPOSITE THE TRENTON COUNTY CLUB GOLF COURSE AND
 DM6890'ON THE SAME SIDE AS THE NEW JERSEY MANUFACTURERS INSURANCE COMPANY.
 DM6890'
 DM6890'TO REACH THE STATION FROM THE JUNCTION OF LOWER FERRY ROAD AND
 DM6890'SULLIVAN WAY, GO 0.15 MI (0.2 KM) SOUTHWEST ON LOWER FERRY ROAD TO THE
 DM6890'STATION ON THE RIGHT.
 DM6890'
 DM6890'THE STATION IS 14.5 FT (4.4 M) NORTHWEST OF THE CENTERLINE OF LOWER
 DM6890'FERRY ROAD, 150.5 FT (45.9 M) SOUTHWEST OF THE CENTERLINE CURB ISLAND
 DM6890'FOR THE ENTRANCE-EXIT ROAD FOR NEW JERSEY MANUFACTURERS INSURANCE
 DM6890'COMPANY, 64.5 FT (19.7 M) NORTHEAST OF THE SOUTHWEST END OF THE
 DM6890'CURBLINE, 35.7 FT (10.9 M) NORTHEAST OF AN INLET, 69.2 FT (21.1 M)
 DM6890'NORTH AND ACROSS THE ROAD FROM A UTILITY POLE NUMBER E66838EW.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6037 ***********************************************************************
 KV6037  DESIGNATION -  11 D 1
 KV6037  PID         -  KV6037
 KV6037  STATE/COUNTY-  NJ/MERCER
 KV6037  COUNTRY     -  US
 KV6037  USGS QUAD   -  TRENTON WEST (2016)
 KV6037
 KV6037                         *CURRENT SURVEY CONTROL
 KV6037  ______________________________________________________________________
 KV6037* NAD 83(2011) POSITION- 40 14 01.08983(N) 074 47 30.63893(W)   ADJUSTED
 KV6037* NAD 83(2011) ELLIP HT-   -22.844 (meters)        (06/27/12)   ADJUSTED
 KV6037* NAD 83(2011) EPOCH   -  2010.00
 KV6037* NAVD 88 ORTHO HEIGHT -    10.424 (meters)       34.20  (feet) ADJUSTED
 KV6037  ______________________________________________________________________
 KV6037  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 KV6037  NAD 83(2011) X  -  1,279,097.494 (meters)                     COMP
 KV6037  NAD 83(2011) Y  - -4,705,213.648 (meters)                     COMP
 KV6037  NAD 83(2011) Z  -  4,097,809.656 (meters)                     COMP
 KV6037  LAPLACE CORR    -          4.53  (seconds)                    DEFLEC18
 KV6037  DYNAMIC HEIGHT  -         10.419 (meters)       34.18  (feet) COMP
 KV6037  MODELED GRAVITY -    980,170.9   (mgal)                       NAVD 88
 KV6037
 KV6037  VERT ORDER      -  FIRST     CLASS I
 KV6037
 KV6037  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6037  Standards:
 KV6037         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6037            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6037  -------------------------------------------------------------------
 KV6037  NETWORK    0.55   0.67           0.21   0.24   0.34      0.03027797
 KV6037  -------------------------------------------------------------------
 KV6037  Click here for local accuracies and other accuracy information.
 KV6037
 KV6037.The horizontal coordinates were established by GPS observations
 KV6037.and adjusted by the National Geodetic Survey in June 2012.
 KV6037
 KV6037.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6037.been affixed to the stable North American tectonic plate. See 
 KV6037.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6037
 KV6037.The horizontal coordinates are valid at the epoch date displayed above
 KV6037.which is a decimal equivalence of Year/Month/Day.
 KV6037
 KV6037.The orthometric height was determined by differential leveling and
 KV6037.adjusted by the NATIONAL GEODETIC SURVEY
 KV6037.in June 1991.
 KV6037
 KV6037.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6037.GEOID18 height accuracy estimate available here.
 KV6037
 KV6037.Click photographs - Photos may exist for this station.
 KV6037
 KV6037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6037
 KV6037.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6037
 KV6037.The ellipsoidal height was determined by GPS observations
 KV6037.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6037
 KV6037;                    North         East     Units Scale Factor Converg.
 KV6037;SPC NJ       -   155,494.886   125,165.913   MT  0.99990759   -0 11 18.6
 KV6037;SPC NJ       -   510,152.81    410,648.50   sFT  0.99990759   -0 11 18.6
 KV6037;SPC PA S     -   104,180.547   851,689.835   MT  0.99996664   +1 55 09.2
 KV6037;SPC PA S     -   341,799.01  2,794,252.40   sFT  0.99996664   +1 55 09.2
 KV6037;UTM  18      - 4,453,709.837   517,707.423   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1770753709(NAD 83)
 KV6037
 KV6037                          SUPERSEDED SURVEY CONTROL
 KV6037
 KV6037  NAD 83(2007)-  40 14 01.09021(N)    074 47 30.63972(W) AD(2002.00) 0
 KV6037  ELLIP H (02/10/07)  -22.831  (m)                       GP(2002.00)    
 KV6037  ELLIP H (10/23/02)  -22.804  (m)                       GP(       ) 4 1
 KV6037  NAD 83(1996)-  40 14 01.09059(N)    074 47 30.63996(W) AD(       ) 1
 KV6037  ELLIP H (05/14/99)  -22.788  (m)                       GP(       ) 4 1
 KV6037  NAD 83(1986)-  40 14 01.08980(N)    074 47 30.64271(W) AD(       ) 1
 KV6037  NGVD 29              10.74   (m)           35.2    (f) LEVELING    3  
 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
 KV6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6037.See file dsdata.pdf to determine how the superseded data were derived.
 KV6037
 KV6037_MARKER: DD = SURVEY DISK
 KV6037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6644 ***********************************************************************
 KV6644  DESIGNATION -  11 D 2
 KV6644  PID         -  KV6644
 KV6644  STATE/COUNTY-  NJ/MERCER
 KV6644  COUNTRY     -  US
 KV6644  USGS QUAD   -  PENNINGTON (2019)
 KV6644
 KV6644                         *CURRENT SURVEY CONTROL
 KV6644  ______________________________________________________________________
 KV6644* NAD 83(2011) POSITION- 40 15 00.69999(N) 074 46 41.10361(W)   ADJUSTED
 KV6644* NAD 83(2011) ELLIP HT-    -7.114 (meters)        (06/27/12)   ADJUSTED
 KV6644* NAD 83(2011) EPOCH   -  2010.00
 KV6644* NAVD 88 ORTHO HEIGHT -    26.192 (meters)       85.93  (feet) ADJUSTED
 KV6644  ______________________________________________________________________
 KV6644  GEOID HEIGHT    -        -33.299 (meters)                     GEOID18
 KV6644  NAD 83(2011) X  -  1,279,918.723 (meters)                     COMP
 KV6644  NAD 83(2011) Y  - -4,703,771.808 (meters)                     COMP
 KV6644  NAD 83(2011) Z  -  4,099,223.285 (meters)                     COMP
 KV6644  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 KV6644  DYNAMIC HEIGHT  -         26.180 (meters)       85.89  (feet) COMP
 KV6644  MODELED GRAVITY -    980,169.5   (mgal)                       NAVD 88
 KV6644
 KV6644  VERT ORDER      -  FIRST     CLASS II
 KV6644
 KV6644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6644  Standards:
 KV6644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6644  -------------------------------------------------------------------
 KV6644  NETWORK    0.75   0.74           0.29   0.32   0.38      0.09663872
 KV6644  -------------------------------------------------------------------
 KV6644  Click here for local accuracies and other accuracy information.
 KV6644
 KV6644.The horizontal coordinates were established by GPS observations
 KV6644.and adjusted by the National Geodetic Survey in June 2012.
 KV6644
 KV6644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6644.been affixed to the stable North American tectonic plate. See 
 KV6644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6644
 KV6644.The horizontal coordinates are valid at the epoch date displayed above
 KV6644.which is a decimal equivalence of Year/Month/Day.
 KV6644
 KV6644.The orthometric height was determined by differential leveling and
 KV6644.adjusted by the NATIONAL GEODETIC SURVEY
 KV6644.in January 1994.
 KV6644
 KV6644.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6644.GEOID18 height accuracy estimate available here.
 KV6644
 KV6644.Click photographs - Photos may exist for this station.
 KV6644
 KV6644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6644
 KV6644.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6644
 KV6644.The ellipsoidal height was determined by GPS observations
 KV6644.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6644
 KV6644;                    North         East     Units Scale Factor Converg.
 KV6644;SPC NJ       -   157,329.574   126,342.551   MT  0.99990689   -0 10 46.8
 KV6644;SPC NJ       -   516,172.11    414,508.85   sFT  0.99990689   -0 10 46.8
 KV6644;SPC PA S     -   106,057.381   852,798.264   MT  0.99996559   +1 55 41.4
 KV6644;SPC PA S     -   347,956.59  2,797,888.97   sFT  0.99996559   +1 55 41.4
 KV6644;UTM  18      - 4,455,550.572   518,873.347   MT  0.99960438   +0 08 36.2
 KV6644
 KV6644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6644!SPC NJ       -   1.00000112  x   0.99990689  =   0.99990801
 KV6644!SPC PA S     -   1.00000112  x   0.99996559  =   0.99996671
 KV6644!UTM  18      -   1.00000112  x   0.99960438  =   0.99960550
 KV6644
 KV6644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1887355550(NAD 83)
 KV6644
 KV6644                          SUPERSEDED SURVEY CONTROL
 KV6644
 KV6644  NAD 83(2007)-  40 15 00.70037(N)    074 46 41.10443(W) AD(2002.00) 0
 KV6644  ELLIP H (02/10/07)   -7.099  (m)                       GP(2002.00)    
 KV6644  ELLIP H (10/23/02)   -7.075  (m)                       GP(       ) 4 1
 KV6644  NAD 83(1996)-  40 15 00.70080(N)    074 46 41.10472(W) AD(       ) 1
 KV6644  ELLIP H (05/14/99)   -7.057  (m)                       GP(       ) 4 1
 KV6644  NAD 83(1986)-  40 15 00.69996(N)    074 46 41.10713(W) AD(       ) 1
 KV6644  NGVD 29              26.50   (m)           86.9    (f) LEVELING    3  
 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
 KV6644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6644.See file dsdata.pdf to determine how the superseded data were derived.
 KV6644
 KV6644_MARKER: DD = SURVEY DISK
 KV6644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6644_STAMPING: 11 D 2 1990
 KV6644_MARK LOGO: NJGS
 KV6644_PROJECTION: FLUSH
 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 - June 05, 2024
 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  HISTORY     - 20140915 GOOD             AAAS
 KV6644  HISTORY     - 20240605 GOOD             AAAS
 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.
 KV6644
 KV6644                          STATION RECOVERY (2014)
 KV6644
 KV6644'RECOVERY NOTE BY ARORA AND ASSOCIATES 2014 (PRD)
 KV6644'RECOVERED IN GOOD CONDITION.
 KV6644
 KV6644                          STATION RECOVERY (2024)
 KV6644
 KV6644'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9792 ***********************************************************************
 DE9792  DESIGNATION -  11 D 4
 DE9792  PID         -  DE9792
 DE9792  STATE/COUNTY-  NJ/MERCER
 DE9792  COUNTRY     -  US
 DE9792  USGS QUAD   -  TRENTON WEST (2016)
 DE9792
 DE9792                         *CURRENT SURVEY CONTROL
 DE9792  ______________________________________________________________________
 DE9792* NAD 83(2011) POSITION- 40 11 40.59008(N) 074 45 07.10749(W)   ADJUSTED
 DE9792* NAD 83(2011) ELLIP HT-   -20.447 (meters)        (06/27/12)   ADJUSTED
 DE9792* NAD 83(2011) EPOCH   -  2010.00
 DE9792* NAVD 88 ORTHO HEIGHT -    12.599 (meters)       41.34  (feet) ADJUSTED
 DE9792  ______________________________________________________________________
 DE9792  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 DE9792  NAD 83(2011) X  -  1,283,107.692 (meters)                     COMP
 DE9792  NAD 83(2011) Y  - -4,707,023.658 (meters)                     COMP
 DE9792  NAD 83(2011) Z  -  4,094,501.927 (meters)                     COMP
 DE9792  LAPLACE CORR    -          4.40  (seconds)                    DEFLEC18
 DE9792  DYNAMIC HEIGHT  -         12.594 (meters)       41.32  (feet) COMP
 DE9792  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 DE9792
 DE9792  VERT ORDER      -  FIRST     CLASS II
 DE9792
 DE9792  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9792  Standards:
 DE9792         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9792            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9792  -------------------------------------------------------------------
 DE9792  NETWORK    0.75   1.10           0.34   0.26   0.56      0.08165556
 DE9792  -------------------------------------------------------------------
 DE9792  Click here for local accuracies and other accuracy information.
 DE9792
 DE9792.The horizontal coordinates were established by GPS observations
 DE9792.and adjusted by the National Geodetic Survey in June 2012.
 DE9792
 DE9792.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9792.been affixed to the stable North American tectonic plate. See 
 DE9792.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9792
 DE9792.The horizontal coordinates are valid at the epoch date displayed above
 DE9792.which is a decimal equivalence of Year/Month/Day.
 DE9792
 DE9792.The orthometric height was determined by differential leveling and
 DE9792.adjusted by the NATIONAL GEODETIC SURVEY
 DE9792.in March 2005.
 DE9792
 DE9792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9792.GEOID18 height accuracy estimate available here.
 DE9792
 DE9792.Click photographs - Photos may exist for this station.
 DE9792
 DE9792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9792
 DE9792.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9792
 DE9792.The ellipsoidal height was determined by GPS observations
 DE9792.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DE9792
 DE9792;                    North         East     Units Scale Factor Converg.
 DE9792;SPC NJ       -   151,151.324   128,546.284   MT  0.99990566   -0 09 45.4
 DE9792;SPC NJ       -   495,902.30    421,738.93   sFT  0.99990566   -0 09 45.4
 DE9792;UTM  18      - 4,449,386.697   521,111.186   MT  0.99960549   +0 09 36.3
 DE9792
 DE9792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9792!SPC NJ       -   1.00000321  x   0.99990566  =   0.99990887
 DE9792!UTM  18      -   1.00000321  x   0.99960549  =   0.99960870
 DE9792
 DE9792:                Primary Azimuth Mark                     Grid Az
 DE9792:SPC NJ       -  853 9993 K TIDAL                         221 25 33.2
 DE9792:UTM  18      -  853 9993 K TIDAL                         221 06 11.5
 DE9792
 DE9792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2111149386(NAD 83)
 DE9792
 DE9792|---------------------------------------------------------------------|
 DE9792| PID    Reference Object                     Distance      Geod. Az  |
 DE9792|                                                           dddmmss.s |
 DE9792| DE9827 853 9993 K TIDAL                    APPROX. 0.5 KM 2211547.8 |
 DE9792| DE9791 11 V 3                              388.815 METERS 35100     |
 DE9792|---------------------------------------------------------------------|
 DE9792
 DE9792                          SUPERSEDED SURVEY CONTROL
 DE9792
 DE9792  NAD 83(2007)-  40 11 40.59053(N)    074 45 07.10836(W) AD(2002.00) 0
 DE9792  ELLIP H (02/10/07)  -20.443  (m)                       GP(2002.00)    
 DE9792  NAD 83(1996)-  40 11 40.59071(N)    074 45 07.10854(W) AD(       ) 1
 DE9792  ELLIP H (04/17/03)  -20.414  (m)                       GP(       ) 3 1
 DE9792  NAVD 88 (04/17/03)   12.6    (m)  GEOID99  model used  GPS OBS        
 DE9792
 DE9792.Superseded values are not recommended for survey control.
 DE9792
 DE9792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9792.See file dsdata.pdf to determine how the superseded data were derived.
 DE9792
 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 = JULY 24, 2026 22:12:30 EDT
 DM6891 ***********************************************************************
 DM6891  DESIGNATION -  11 D 5
 DM6891  PID         -  DM6891
 DM6891  STATE/COUNTY-  NJ/MERCER
 DM6891  COUNTRY     -  US
 DM6891  USGS QUAD   -  PENNINGTON (2019)
 DM6891
 DM6891                         *CURRENT SURVEY CONTROL
 DM6891  ______________________________________________________________________
 DM6891* NAD 83(1986) POSITION- 40 16 31.     (N) 074 46 28.     (W)   SCALED
 DM6891* NAVD 88 ORTHO HEIGHT -    29.289 (meters)       96.09  (feet) ADJUSTED
 DM6891  ______________________________________________________________________
 DM6891  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 DM6891  DYNAMIC HEIGHT  -         29.276 (meters)       96.05  (feet) COMP
 DM6891  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 DM6891
 DM6891  VERT ORDER      -  FIRST     CLASS II
 DM6891
 DM6891.The horizontal coordinates were scaled from a map and have
 DM6891.an estimated accuracy of +/- 6 seconds.
 DM6891
 DM6891.The orthometric height was determined by differential leveling and
 DM6891.adjusted by the NATIONAL GEODETIC SURVEY
 DM6891.in May 2012.
 DM6891
 DM6891.No vertical observational check was made to the station.
 DM6891
 DM6891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6891.GEOID18 height accuracy estimate available here.
 DM6891
 DM6891.Click photographs - Photos may exist for this station.
 DM6891
 DM6891.The dynamic height is computed by dividing the NAVD 88
 DM6891.geopotential number by the normal gravity value computed on the
 DM6891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6891.degrees latitude (g = 980.6199 gals.).
 DM6891
 DM6891.The modeled gravity was interpolated from observed gravity values.
 DM6891
 DM6891;                    North         East    Units  Estimated Accuracy
 DM6891;SPC NJ       -   160,110.      126,660.      MT  (+/- 180 meters Scaled)
 DM6891
 DM6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK191583(NAD 83)
 DM6891
 DM6891                          SUPERSEDED SURVEY CONTROL
 DM6891
 DM6891.No superseded survey control is available for this station.
 DM6891
 DM6891_MARKER: DD = SURVEY DISK
 DM6891_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6891_SP_SET: BRIDGE ABUTMENT
 DM6891_STAMPING: 11 D 5 2009
 DM6891_MARK LOGO: NJGS
 DM6891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6891+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 DM6891
 DM6891  HISTORY     - Date     Condition        Report By
 DM6891  HISTORY     - 20090323 MONUMENTED       NJGS
 DM6891
 DM6891                          STATION DESCRIPTION
 DM6891
 DM6891'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6891'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6891'SOUTH END OF THE WEST ABUTMENT FOR THE EWINGVILLE ROAD BRIDGE (NUMBER
 DM6891'442.4) SPANNING THE SHABAKUNK CREEK.
 DM6891'
 DM6891'TO REACH THE STATION FROM THE JUNCTION OF EWINGVILLE ROAD AND FEDERAL
 DM6891'CITY ROAD, GO ABOUT 335 FT (102.1 M) WEST ON EWINGVILLE ROAD TO THE
 DM6891'STATION ON THE LEFT.
 DM6891'
 DM6891'THE STATION IS 8.5 S OF THE SOUTH CURB OF EWINGVILLE ROAD, 18 FT (5.5
 DM6891'M) WEST OF THE CENTERLINE OF THE BRIDGE OVER THE CREEK, 155 FT (47.2
 DM6891'M) WEST OF POLE NUMBER 61101, 113 FT (34.4 M) EAST OF POLE NUMBER
 DM6891'PS5061, 336 FT (102.4 M) WEST OF THE CENTERLINE EXTENDED OF FEDERAL
 DM6891'CITY ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0927 ***********************************************************************
 JU0927  DESIGNATION -  11 DELAIR PRR
 JU0927  PID         -  JU0927
 JU0927  STATE/COUNTY-  NJ/CAMDEN
 JU0927  COUNTRY     -  US
 JU0927  USGS QUAD   -  CAMDEN (2019)
 JU0927
 JU0927                         *CURRENT SURVEY CONTROL
 JU0927  ______________________________________________________________________
 JU0927* NAD 83(1986) POSITION- 39 58 41.     (N) 075 03 44.     (W)   SCALED
 JU0927* NAVD 88 ORTHO HEIGHT -    13.084 (meters)       42.93  (feet) ADJUSTED
 JU0927  ______________________________________________________________________
 JU0927  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 JU0927  DYNAMIC HEIGHT  -         13.078 (meters)       42.91  (feet) COMP
 JU0927  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 JU0927
 JU0927  VERT ORDER      -  FIRST     CLASS II
 JU0927
 JU0927.The horizontal coordinates were scaled from a map and have
 JU0927.an estimated accuracy of +/- 6 seconds.
 JU0927
 JU0927.The orthometric height was determined by differential leveling and
 JU0927.adjusted by the NATIONAL GEODETIC SURVEY
 JU0927.in June 1991.
 JU0927
 JU0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0927.GEOID18 height accuracy estimate available here.
 JU0927
 JU0927.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK946253(NAD 83)
 JU0927
 JU0927                          SUPERSEDED SURVEY CONTROL
 JU0927
 JU0927  NGVD 29 (01/10/92)   13.404  (m)           43.98   (f) ADJUSTED    1 2
 JU0927  NGVD 29 (??/??/87)   13.436  (m)           44.08   (f) SUPERSEDED  1 2
 JU0927
 JU0927.Superseded values are not recommended for survey control.
 JU0927
 JU0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0927.See file dsdata.pdf to determine how the superseded data were derived.
 JU0927
 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 = JULY 24, 2026 22:12:30 EDT
 KV6038 ***********************************************************************
 KV6038  DESIGNATION -  11 E 1
 KV6038  PID         -  KV6038
 KV6038  STATE/COUNTY-  NJ/MERCER
 KV6038  COUNTRY     -  US
 KV6038  USGS QUAD   -  TRENTON WEST (2016)
 KV6038
 KV6038                         *CURRENT SURVEY CONTROL
 KV6038  ______________________________________________________________________
 KV6038* NAD 83(1986) POSITION- 40 14 41.45   (N) 074 49 09.83   (W)   HD_HELD1
 KV6038* NAVD 88 ORTHO HEIGHT -    17.392 (meters)       57.06  (feet) ADJUSTED
 KV6038  ______________________________________________________________________
 KV6038  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 KV6038  DYNAMIC HEIGHT  -         17.384 (meters)       57.03  (feet) COMP
 KV6038  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 KV6038
 KV6038  VERT ORDER      -  FIRST     CLASS I
 KV6038
 KV6038.The horizontal coordinates were determined by differentially corrected
 KV6038.hand held GPS observations or other comparable positioning techniques
 KV6038.and have an estimated accuracy of +/- 3 meters.
 KV6038
 KV6038.The orthometric height was determined by differential leveling and
 KV6038.adjusted by the NATIONAL GEODETIC SURVEY
 KV6038.in June 1991.
 KV6038
 KV6038.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6038.GEOID18 height accuracy estimate available here.
 KV6038
 KV6038.Click photographs - Photos may exist for this station.
 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       -   156,747.7     122,825.8     MT  (+/- 3 meters HH1 GPS) 
 KV6038
 KV6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1536154949(NAD 83)
 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
 KV6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6038.See file dsdata.pdf to determine how the superseded data were derived.
 KV6038
 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 - December 08, 2017
 KV6038
 KV6038  HISTORY     - Date     Condition        Report By
 KV6038  HISTORY     - 1988     MONUMENTED       NJGS
 KV6038  HISTORY     - 20090607 GOOD             NJGS
 KV6038  HISTORY     - 20171208 GOOD             AAAS
 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.
 KV6038
 KV6038                          STATION RECOVERY (2009)
 KV6038
 KV6038'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 KV6038'RECOVERED AS DESCRIBED.
 KV6038
 KV6038                          STATION RECOVERY (2017)
 KV6038
 KV6038'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 KV6038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6646 ***********************************************************************
 KV6646  DESIGNATION -  11 E 2
 KV6646  PID         -  KV6646
 KV6646  STATE/COUNTY-  NJ/MERCER
 KV6646  COUNTRY     -  US
 KV6646  USGS QUAD   -  TRENTON WEST (2016)
 KV6646
 KV6646                         *CURRENT SURVEY CONTROL
 KV6646  ______________________________________________________________________
 KV6646* NAD 83(2011) POSITION- 40 14 07.97129(N) 074 46 18.55371(W)   ADJUSTED
 KV6646* NAD 83(2011) ELLIP HT-     1.621 (meters)        (06/27/12)   ADJUSTED
 KV6646* NAD 83(2011) EPOCH   -  2010.00
 KV6646* NAVD 88 ORTHO HEIGHT -    34.855 (meters)      114.35  (feet) ADJUSTED
 KV6646  ______________________________________________________________________
 KV6646  GEOID HEIGHT    -        -33.234 (meters)                     GEOID18
 KV6646  NAD 83(2011) X  -  1,280,710.684 (meters)                     COMP
 KV6646  NAD 83(2011) Y  - -4,704,652.080 (meters)                     COMP
 KV6646  NAD 83(2011) Z  -  4,097,987.494 (meters)                     COMP
 KV6646  LAPLACE CORR    -          4.64  (seconds)                    DEFLEC18
 KV6646  DYNAMIC HEIGHT  -         34.839 (meters)      114.30  (feet) COMP
 KV6646  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 KV6646
 KV6646  VERT ORDER      -  FIRST     CLASS II
 KV6646
 KV6646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6646  Standards:
 KV6646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6646  -------------------------------------------------------------------
 KV6646  NETWORK    0.38   0.57           0.15   0.16   0.29     -0.01045869
 KV6646  -------------------------------------------------------------------
 KV6646  Click here for local accuracies and other accuracy information.
 KV6646
 KV6646.The horizontal coordinates were established by GPS observations
 KV6646.and adjusted by the National Geodetic Survey in June 2012.
 KV6646
 KV6646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6646.been affixed to the stable North American tectonic plate. See 
 KV6646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6646
 KV6646.The horizontal coordinates are valid at the epoch date displayed above
 KV6646.which is a decimal equivalence of Year/Month/Day.
 KV6646
 KV6646.The orthometric height was determined by differential leveling and
 KV6646.adjusted by the NATIONAL GEODETIC SURVEY
 KV6646.in January 1994.
 KV6646
 KV6646.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6646.GEOID18 height accuracy estimate available here.
 KV6646
 KV6646.Click photographs - Photos may exist for this station.
 KV6646
 KV6646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6646
 KV6646.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6646
 KV6646.The ellipsoidal height was determined by GPS observations
 KV6646.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6646
 KV6646;                    North         East     Units Scale Factor Converg.
 KV6646;SPC NJ       -   155,701.704   126,870.453   MT  0.99990658   -0 10 32.1
 KV6646;SPC NJ       -   510,831.34    416,240.81   sFT  0.99990658   -0 10 32.1
 KV6646;SPC PA S     -   104,449.934   853,385.717   MT  0.99996651   +1 55 56.0
 KV6646;SPC PA S     -   342,682.83  2,799,816.31   sFT  0.99996651   +1 55 56.0
 KV6646;UTM  18      - 4,453,926.195   519,410.255   MT  0.99960464   +0 08 50.6
 KV6646
 KV6646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6646!SPC NJ       -   0.99999975  x   0.99990658  =   0.99990633
 KV6646!SPC PA S     -   0.99999975  x   0.99996651  =   0.99996626
 KV6646!UTM  18      -   0.99999975  x   0.99960464  =   0.99960439
 KV6646
 KV6646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1941053926(NAD 83)
 KV6646
 KV6646                          SUPERSEDED SURVEY CONTROL
 KV6646
 KV6646  NAD 83(2007)-  40 14 07.97169(N)    074 46 18.55446(W) AD(2002.00) 0
 KV6646  ELLIP H (02/10/07)    1.633  (m)                       GP(2002.00)    
 KV6646  ELLIP H (10/23/02)    1.660  (m)                       GP(       ) 4 1
 KV6646  NAD 83(1996)-  40 14 07.97193(N)    074 46 18.55466(W) AD(       ) 1
 KV6646  ELLIP H (05/14/99)    1.667  (m)                       GP(       ) 4 1
 KV6646  NAD 83(1986)-  40 14 07.97150(N)    074 46 18.55708(W) AD(       ) 1
 KV6646  NAVD 88 (11/02/93)   34.9    (m)  GEOID90  model used  GPS OBS        
 KV6646  NGVD 29              35.17   (m)          115.4    (f) LEVELING    3  
 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
 KV6646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6646.See file dsdata.pdf to determine how the superseded data were derived.
 KV6646
 KV6646_MARKER: DD = SURVEY DISK
 KV6646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6877 ***********************************************************************
 KV6877  DESIGNATION -  11 E 3
 KV6877  PID         -  KV6877
 KV6877  STATE/COUNTY-  NJ/MERCER
 KV6877  COUNTRY     -  US
 KV6877  USGS QUAD   -  PENNINGTON (2019)
 KV6877
 KV6877                         *CURRENT SURVEY CONTROL
 KV6877  ______________________________________________________________________
 KV6877* NAD 83(2011) POSITION- 40 21 30.34143(N) 074 45 19.88610(W)   ADJUSTED
 KV6877* NAD 83(2011) ELLIP HT-    18.593 (meters)        (06/27/12)   ADJUSTED
 KV6877* NAD 83(2011) EPOCH   -  2010.00
 KV6877* NAVD 88 ORTHO HEIGHT -    52.2   (meters)      171.    (feet) GPS OBS
 KV6877  ______________________________________________________________________
 KV6877  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6877  GEOID HEIGHT    -        -33.760 (meters)                     GEOID93
 KV6877  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 KV6877  NAD 83(2011) X  -  1,279,731.818 (meters)                     COMP
 KV6877  NAD 83(2011) Y  - -4,695,785.906 (meters)                     COMP
 KV6877  NAD 83(2011) Z  -  4,108,405.332 (meters)                     COMP
 KV6877  LAPLACE CORR    -          4.80  (seconds)                    DEFLEC18
 KV6877
 KV6877  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6877  Standards:
 KV6877         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6877            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6877  -------------------------------------------------------------------
 KV6877  NETWORK    0.44   0.55           0.15   0.20   0.28     -0.13341172
 KV6877  -------------------------------------------------------------------
 KV6877  Click here for local accuracies and other accuracy information.
 KV6877
 KV6877.The horizontal coordinates were established by GPS observations
 KV6877.and adjusted by the National Geodetic Survey in June 2012.
 KV6877
 KV6877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6877.been affixed to the stable North American tectonic plate. See 
 KV6877.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6877
 KV6877.The horizontal coordinates are valid at the epoch date displayed above
 KV6877.which is a decimal equivalence of Year/Month/Day.
 KV6877
 KV6877.The orthometric height was determined by GPS observations and a
 KV6877.high-resolution geoid model.
 KV6877
 KV6877.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6877.GEOID18 height accuracy estimate available here.
 KV6877
 KV6877.Click photographs - Photos may exist for this station.
 KV6877
 KV6877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6877
 KV6877.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6877
 KV6877.The ellipsoidal height was determined by GPS observations
 KV6877.and is referenced to NAD 83.
 KV6877
 KV6877. The following values were computed from the NAD 83(2011) position.
 KV6877
 KV6877;                    North         East     Units Scale Factor Converg.
 KV6877;SPC NJ       -   169,340.944   128,296.501   MT  0.99990580   -0 09 55.7
 KV6877;SPC NJ       -   555,579.41    420,919.44   sFT  0.99990580   -0 09 55.7
 KV6877;UTM  18      - 4,467,569.155   520,758.895   MT  0.99960530   +0 09 29.9
 KV6877
 KV6877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6877!SPC NJ       -   0.99999708  x   0.99990580  =   0.99990288
 KV6877!UTM  18      -   0.99999708  x   0.99960530  =   0.99960238
 KV6877
 KV6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2075867569(NAD 83)
 KV6877
 KV6877                          SUPERSEDED SURVEY CONTROL
 KV6877
 KV6877  NAD 83(2007)-  40 21 30.34198(N)    074 45 19.88704(W) AD(2002.00) 0
 KV6877  ELLIP H (02/10/07)   18.625  (m)                       GP(2002.00)    
 KV6877  ELLIP H (10/23/02)   18.654  (m)                       GP(       ) 4 1
 KV6877  NAD 83(1996)-  40 21 30.34246(N)    074 45 19.88711(W) AD(       ) 1
 KV6877  ELLIP H (05/14/99)   18.672  (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
 KV6877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6877.See file dsdata.pdf to determine how the superseded data were derived.
 KV6877
 KV6877_MARKER: DD = SURVEY DISK
 KV6877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6877_STAMPING: 11 E 3 1993
 KV6877_MARK LOGO: NJGS
 KV6877_PROJECTION: RECESSED 3 CENTIMETERS
 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 - October 22, 2020
 KV6877
 KV6877  HISTORY     - Date     Condition        Report By
 KV6877  HISTORY     - 1993     MONUMENTED       NJGS
 KV6877  HISTORY     - 20141001 GOOD             BOSWEL
 KV6877  HISTORY     - 20190807 GOOD             NJGS
 KV6877  HISTORY     - 20190820 GOOD             NJGS
 KV6877  HISTORY     - 20190822 GOOD             NJGS
 KV6877  HISTORY     - 20191118 GOOD             GPI
 KV6877  HISTORY     - 20201022 GOOD             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.
 KV6877
 KV6877                          STATION RECOVERY (2014)
 KV6877
 KV6877'RECOVERY NOTE BY BOSWELL ENGINEERING 2014 (AB)
 KV6877'RECOVERED IN GOOD CONDITION.
 KV6877
 KV6877                          STATION RECOVERY (2019)
 KV6877
 KV6877'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6877'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST OF PRINCETON, 2.8 MI
 KV6877'(4.5 KM) NORTHEAST OF PENNINGTON AND 2.2 MI (3.5 KM) SOUTH OF
 KV6877'HOPEWELL, NJ.
 KV6877'
 KV6877'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 31 AND
 KV6877'DELAWARE AVENUE IN THE BOROUGH OF PENNINGTON, GO EAST ON THE DELAWARE
 KV6877'AVENUE FOR 1 MI (1.6 KM) TO A FORK IN THE ROAD.  TAKE THE LEFT FORK
 KV6877'AND GO NORTHEAST ON PENNINGTON ROCKY HILL ROAD, COUNTY ROAD 624 FOR
 KV6877'2.5 MI (4.0 KM) TO THE STATION ON THE RIGHT, NEAR A ONE STORY BRICK
 KV6877'PUMP HOUSE SURROUNDED BY A 6 FT (1.8 M) HIGH CHAIN LINK AND BARBED
 KV6877'WIRE FENCE.
 KV6877'
 KV6877'THE STATION IS 46.5 FT (14.2 M) OF THE CENTERLINE OF PENN ROCKY HILL
 KV6877'ROAD, 23.58 FT (7.2 M) OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE
 KV6877'OF PRINCETON FARMS PUMP STATION, 95.25 FT (29.0 M) NORTHEAST FROM THE
 KV6877'CENTERLINE OF THE DRIVEWAY TO HOUSE #231, 85.5 FT (26.1 M) NORTHEAST
 KV6877'OF POLE NUMBER 61935HW.
 KV6877
 KV6877                          STATION RECOVERY (2019)
 KV6877
 KV6877'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6877'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST OF PRINCETON, 2.8 MI
 KV6877'(4.5 KM) NORTHEAST OF PENNINGTON AND 2.2 MI (3.5 KM) SOUTH OF
 KV6877'HOPEWELL, NEW JERSEY.
 KV6877'
 KV6877'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 31 AND
 KV6877'DELAWARE AVENUE IN THE BOROUGH OF PENNINGTON, GO EAST ON DELAWARE
 KV6877'AVENUE FOR 1 MI (1.6 KM) TO A FORK IN THE ROAD.  TAKE THE LEFT FORK
 KV6877'AND GO NORTHEAST ON PENNINGTON ROCKY HILL ROAD, COUNTY ROAD 624 FOR
 KV6877'2.5 MI (4.0 KM) TO THE STATION ON THE RIGHT, NEAR A ONE STORY BRICK
 KV6877'PUMP HOUSE SURROUNDED BY A 6 FT (1.8 M) HIGH CHAIN LINK AND BARBED
 KV6877'WIRE FENCE.
 KV6877'
 KV6877'THE STATION IS 46.5 FT (14.2 M) EAST OF THE CENTERLINE OF PENN ROCKY
 KV6877'HILL ROAD, 23.58 FT (7.2 M) OF THE SOUTHWEST CORNER OF THE CHAIN LINK
 KV6877'FENCE, 95.25 FT (29.0 M) NORTHEAST FROM DRIVEWAY TO HOUSE NUMBER 231,
 KV6877'85.5 FT (26.1 M) NORTHEAST OF POLE NUMBER 61935HW.
 KV6877
 KV6877                          STATION RECOVERY (2019)
 KV6877
 KV6877'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6877'RECOVERED IN GOOD CONDITION.
 KV6877
 KV6877                          STATION RECOVERY (2019)
 KV6877
 KV6877'RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)
 KV6877'GPS OBSERVATIONS MAY BE POSSIBLE WITH CAREFUL MISSION PLANNING.
 KV6877
 KV6877                          STATION RECOVERY (2020)
 KV6877
 KV6877'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9796 ***********************************************************************
 DE9796  DESIGNATION -  11 E 4
 DE9796  PID         -  DE9796
 DE9796  STATE/COUNTY-  NJ/MERCER
 DE9796  COUNTRY     -  US
 DE9796  USGS QUAD   -  TRENTON EAST (2019)
 DE9796
 DE9796                         *CURRENT SURVEY CONTROL
 DE9796  ______________________________________________________________________
 DE9796* NAD 83(1986) POSITION- 40 11 27.     (N) 074 44 56.     (W)   SCALED
 DE9796* NAVD 88 ORTHO HEIGHT -    11.867 (meters)       38.93  (feet) ADJUSTED
 DE9796  ______________________________________________________________________
 DE9796  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 DE9796  DYNAMIC HEIGHT  -         11.862 (meters)       38.92  (feet) COMP
 DE9796  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 DE9796
 DE9796  VERT ORDER      -  FIRST     CLASS II
 DE9796
 DE9796.The horizontal coordinates were scaled from a map and have
 DE9796.an estimated accuracy of +/- 6 seconds.
 DE9796
 DE9796.The orthometric height was determined by differential leveling and
 DE9796.adjusted by the NATIONAL GEODETIC SURVEY
 DE9796.in March 2005.
 DE9796
 DE9796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9796.GEOID18 height accuracy estimate available here.
 DE9796
 DE9796.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK213489(NAD 83)
 DE9796
 DE9796                          SUPERSEDED SURVEY CONTROL
 DE9796
 DE9796.No superseded survey control is available for this station.
 DE9796
 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 = JULY 24, 2026 22:12:30 EDT
 DP5848 ***********************************************************************
 DP5848  DESIGNATION -  11 E 5
 DP5848  PID         -  DP5848
 DP5848  STATE/COUNTY-  NJ/MERCER
 DP5848  COUNTRY     -  US
 DP5848  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5848
 DP5848                         *CURRENT SURVEY CONTROL
 DP5848  ______________________________________________________________________
 DP5848* NAD 83(1986) POSITION- 40 15 36.91   (N) 074 31 07.61   (W)   HD_HELD1
 DP5848* NAVD 88 ORTHO HEIGHT -    29.454 (meters)       96.63  (feet) ADJUSTED
 DP5848  ______________________________________________________________________
 DP5848  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 DP5848  DYNAMIC HEIGHT  -         29.442 (meters)       96.59  (feet) COMP
 DP5848  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 DP5848
 DP5848  VERT ORDER      -  FIRST     CLASS II
 DP5848
 DP5848.The horizontal coordinates were determined by differentially corrected
 DP5848.hand held GPS observations or other comparable positioning techniques
 DP5848.and have an estimated accuracy of +/- 3 meters.
 DP5848
 DP5848.The orthometric height was determined by differential leveling and
 DP5848.adjusted by the NATIONAL GEODETIC SURVEY
 DP5848.in April 2015.
 DP5848
 DP5848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5848.GEOID18 height accuracy estimate available here.
 DP5848
 DP5848.Click photographs - Photos may exist for this station.
 DP5848
 DP5848.The dynamic height is computed by dividing the NAVD 88
 DP5848.geopotential number by the normal gravity value computed on the
 DP5848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5848.degrees latitude (g = 980.6199 gals.).
 DP5848
 DP5848.The modeled gravity was interpolated from observed gravity values.
 DP5848
 DP5848;                    North         East    Units  Estimated Accuracy
 DP5848;SPC NJ       -   158,409.4     148,402.5     MT  (+/- 3 meters HH1 GPS) 
 DP5848
 DP5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4092056754(NAD 83)
 DP5848
 DP5848                          SUPERSEDED SURVEY CONTROL
 DP5848
 DP5848.No superseded survey control is available for this station.
 DP5848
 DP5848_MARKER: DD = SURVEY DISK
 DP5848_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP5848_SP_SET: BRIDGE BALUSTRADE
 DP5848_STAMPING: 11 E 5 2014
 DP5848_MARK LOGO: NJGS
 DP5848_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5848+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2014
 DP5848
 DP5848  HISTORY     - Date     Condition        Report By
 DP5848  HISTORY     - 20140228 MONUMENTED       NJGS
 DP5848
 DP5848                          STATION DESCRIPTION
 DP5848
 DP5848'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5848'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 DP5848'ALLENTOWN, 3.7 MI (6.0 KM) NORTHWEST OF ROOSEVELT AND 0.7 MI (1.1 KM)
 DP5848'SOUTH-SOUTHEAST OF HIGHTSTOWN.
 DP5848'
 DP5848'TO REACH FROM THE INTERSECTION OF SOUTH MAIN STREET (COUNTY ROUTE 571)
 DP5848'AND ETRA ROAD (COUNTY ROUTE 571) INCH (1450 CM) HIGHTSTOWN, GO ABOUT
 DP5848'0.45 MI (0.7 KM) EAST ON ETRA-PERRINEVILLE ROAD (COUNTY ROUTE 571) TO
 DP5848'THE STATION ON THE LEFT SET IN A DRILL HOLE ON THE TOP OF THE WEST END
 DP5848'OF THE NORTHERLY CONCRETE BRIDGE BALUSTRADE RAIL FOR THE
 DP5848'ETRA-PERRINEVILLE ROAD (COUNTY ROAD 571) SPANNING A SOUTHERN TRIBUTARY
 DP5848'STREAM FOR ROCKY BROOK.
 DP5848'
 DP5848'THE STATION IS 3, 5 FT (1.5 M) SOUTHEAST OF THE NORTHWEST END OF THE
 DP5848'BALUSTRADE, 18 FT (5.5 M) EAST OF POLE NUMBER 40201EW, 27 FT (8.2 M)
 DP5848'NORTHEAST OF THE CENTERLINE OF ETRA-PERRINEVILLE ROAD (COUNTY ROUTE
 DP5848'571), 24 FT (7.3 M) NORTHWEST OF THE CENTER OF THE BRIDGE.  THE
 DP5848'STATION IS ABOUT 4 FT (1.2 M) HIGHER THAN THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6047 ***********************************************************************
 KV6047  DESIGNATION -  11 F 1
 KV6047  PID         -  KV6047
 KV6047  STATE/COUNTY-  NJ/MERCER
 KV6047  COUNTRY     -  US
 KV6047  USGS QUAD   -  PENNINGTON (2019)
 KV6047
 KV6047                         *CURRENT SURVEY CONTROL
 KV6047  ______________________________________________________________________
 KV6047* NAD 83(2011) POSITION- 40 17 20.04832(N) 074 48 47.73544(W)   ADJUSTED
 KV6047* NAD 83(2011) ELLIP HT-    15.424 (meters)        (06/27/12)   ADJUSTED
 KV6047* NAD 83(2011) EPOCH   -  2010.00
 KV6047* NAVD 88 ORTHO HEIGHT -    48.948 (meters)      160.59  (feet) ADJUSTED
 KV6047  ______________________________________________________________________
 KV6047  GEOID HEIGHT    -        -33.506 (meters)                     GEOID18
 KV6047  NAD 83(2011) X  -  1,276,307.405 (meters)                     COMP
 KV6047  NAD 83(2011) Y  - -4,701,892.084 (meters)                     COMP
 KV6047  NAD 83(2011) Z  -  4,102,517.368 (meters)                     COMP
 KV6047  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 KV6047  DYNAMIC HEIGHT  -         48.925 (meters)      160.51  (feet) COMP
 KV6047  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 KV6047
 KV6047  VERT ORDER      -  FIRST     CLASS I
 KV6047
 KV6047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6047  Standards:
 KV6047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6047  -------------------------------------------------------------------
 KV6047  NETWORK    0.47   0.61           0.18   0.20   0.31     -0.03204446
 KV6047  -------------------------------------------------------------------
 KV6047  Click here for local accuracies and other accuracy information.
 KV6047
 KV6047.The horizontal coordinates were established by GPS observations
 KV6047.and adjusted by the National Geodetic Survey in June 2012.
 KV6047
 KV6047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6047.been affixed to the stable North American tectonic plate. See 
 KV6047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6047
 KV6047.The horizontal coordinates are valid at the epoch date displayed above
 KV6047.which is a decimal equivalence of Year/Month/Day.
 KV6047
 KV6047.The orthometric height was determined by differential leveling and
 KV6047.adjusted by the NATIONAL GEODETIC SURVEY
 KV6047.in June 1991.
 KV6047
 KV6047.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6047.GEOID18 height accuracy estimate available here.
 KV6047
 KV6047.Click photographs - Photos may exist for this station.
 KV6047
 KV6047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6047
 KV6047.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6047
 KV6047.The ellipsoidal height was determined by GPS observations
 KV6047.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6047
 KV6047;                    North         East     Units Scale Factor Converg.
 KV6047;SPC NJ       -   161,637.248   123,365.252   MT  0.99990873   -0 12 09.2
 KV6047;SPC NJ       -   530,304.87    404,740.83   sFT  0.99990873   -0 12 09.2
 KV6047;SPC PA S     -   110,252.870   849,664.361   MT  0.99996347   +1 54 19.2
 KV6047;SPC PA S     -   361,721.29  2,787,607.16   sFT  0.99996347   +1 54 19.2
 KV6047;UTM  18      - 4,459,840.078   515,872.708   MT  0.99960310   +0 07 14.7
 KV6047
 KV6047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6047!SPC NJ       -   0.99999758  x   0.99990873  =   0.99990631
 KV6047!SPC PA S     -   0.99999758  x   0.99996347  =   0.99996105
 KV6047!UTM  18      -   0.99999758  x   0.99960310  =   0.99960068
 KV6047
 KV6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1587259840(NAD 83)
 KV6047
 KV6047                          SUPERSEDED SURVEY CONTROL
 KV6047
 KV6047  NAD 83(2007)-  40 17 20.04872(N)    074 48 47.73625(W) AD(2002.00) 0
 KV6047  ELLIP H (02/10/07)   15.447  (m)                       GP(2002.00)    
 KV6047  ELLIP H (10/23/02)   15.465  (m)                       GP(       ) 4 1
 KV6047  NAD 83(1996)-  40 17 20.04938(N)    074 48 47.73663(W) AD(       ) 1
 KV6047  ELLIP H (05/14/99)   15.496  (m)                       GP(       ) 4 1
 KV6047  NAD 83(1986)-  40 17 20.04790(N)    074 48 47.73883(W) AD(       ) 1
 KV6047  NAVD 88              48.95   (m)          160.6    (f) LEVELING    3  
 KV6047  NGVD 29              49.25   (m)          161.6    (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
 KV6047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6047.See file dsdata.pdf to determine how the superseded data were derived.
 KV6047
 KV6047_MARKER: Z = SEE DESCRIPTION
 KV6047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20220928 MARK NOT FOUND   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.
 KV6047
 KV6047                          STATION RECOVERY (2022)
 KV6047
 KV6047'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6047'THIS AREA HAS BEEN RAISED APPROXIMATELY 1 FT (0.3 M), DUG DOWN
 KV6047'APPROXIMATELY 2-3 FT (0.6 M) BELOW THE SURFACE WITHOUT RECOVERING MARK
 KV6047'USING THE PUBLISHED POSITION AND HEIGHT.  MARK CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6878 ***********************************************************************
 KV6878  DESIGNATION -  11 F 2
 KV6878  PID         -  KV6878
 KV6878  STATE/COUNTY-  NJ/MERCER
 KV6878  COUNTRY     -  US
 KV6878  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6878
 KV6878                         *CURRENT SURVEY CONTROL
 KV6878  ______________________________________________________________________
 KV6878* NAD 83(2011) POSITION- 40 20 07.25842(N) 074 53 56.67639(W)   ADJUSTED
 KV6878* NAD 83(2011) ELLIP HT-    -8.297 (meters)        (06/27/12)   ADJUSTED
 KV6878* NAD 83(2011) EPOCH   -  2010.00
 KV6878* NAVD 88 ORTHO HEIGHT -    25.5   (meters)       84.    (feet) GPS OBS
 KV6878  ______________________________________________________________________
 KV6878  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6878  GEOID HEIGHT    -        -34.010 (meters)                     GEOID93
 KV6878  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 KV6878  NAD 83(2011) X  -  1,268,389.556 (meters)                     COMP
 KV6878  NAD 83(2011) Y  - -4,700,559.531 (meters)                     COMP
 KV6878  NAD 83(2011) Z  -  4,106,434.804 (meters)                     COMP
 KV6878  LAPLACE CORR    -          4.16  (seconds)                    DEFLEC18
 KV6878
 KV6878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6878  Standards:
 KV6878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6878  -------------------------------------------------------------------
 KV6878  NETWORK    0.55   0.82           0.22   0.23   0.42     -0.05884482
 KV6878  -------------------------------------------------------------------
 KV6878  Click here for local accuracies and other accuracy information.
 KV6878
 KV6878.The horizontal coordinates were established by GPS observations
 KV6878.and adjusted by the National Geodetic Survey in June 2012.
 KV6878
 KV6878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6878.been affixed to the stable North American tectonic plate. See 
 KV6878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6878
 KV6878.The horizontal coordinates are valid at the epoch date displayed above
 KV6878.which is a decimal equivalence of Year/Month/Day.
 KV6878
 KV6878.The orthometric height was determined by GPS observations and a
 KV6878.high-resolution geoid model.
 KV6878
 KV6878.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6878.GEOID18 height accuracy estimate available here.
 KV6878
 KV6878.Click photographs - Photos may exist for this station.
 KV6878
 KV6878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6878
 KV6878.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6878
 KV6878.The ellipsoidal height was determined by GPS observations
 KV6878.and is referenced to NAD 83.
 KV6878
 KV6878. The following values were computed from the NAD 83(2011) position.
 KV6878
 KV6878;                    North         East     Units Scale Factor Converg.
 KV6878;SPC NJ       -   166,823.616   116,091.935   MT  0.99991415   -0 15 29.9
 KV6878;SPC NJ       -   547,320.48    380,878.29   sFT  0.99991415   -0 15 29.9
 KV6878;UTM  18      - 4,464,983.707   508,572.487   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0857264983(NAD 83)
 KV6878
 KV6878                          SUPERSEDED SURVEY CONTROL
 KV6878
 KV6878  NAD 83(2007)-  40 20 07.25882(N)    074 53 56.67725(W) AD(2002.00) 0
 KV6878  ELLIP H (02/10/07)   -8.273  (m)                       GP(2002.00)    
 KV6878  ELLIP H (10/23/02)   -8.260  (m)                       GP(       ) 4 1
 KV6878  NAD 83(1996)-  40 20 07.25913(N)    074 53 56.67740(W) AD(       ) 1
 KV6878  ELLIP H (05/14/99)   -8.249  (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
 KV6878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6878.See file dsdata.pdf to determine how the superseded data were derived.
 KV6878
 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  HISTORY     - 20160506 MARK NOT FOUND   INDIV
 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.
 KV6878
 KV6878                          STATION RECOVERY (2016)
 KV6878
 KV6878'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (PB)
 KV6878'BRIDGE SEEMS TO HAVE BEEN RESURFACED IN SOME SPOTS AND DISK IS NO
 KV6878'LONGER THERE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6879 ***********************************************************************
 KV6879  DESIGNATION -  11 F 3
 KV6879  PID         -  KV6879
 KV6879  STATE/COUNTY-  NJ/MERCER
 KV6879  COUNTRY     -  US
 KV6879  USGS QUAD   -  PENNINGTON (2019)
 KV6879
 KV6879                         *CURRENT SURVEY CONTROL
 KV6879  ______________________________________________________________________
 KV6879* NAD 83(2011) POSITION- 40 17 27.61836(N) 074 46 52.77795(W)   ADJUSTED
 KV6879* NAD 83(2011) ELLIP HT-    16.907 (meters)        (06/27/12)   ADJUSTED
 KV6879* NAD 83(2011) EPOCH   -  2010.00
 KV6879* NAVD 88 ORTHO HEIGHT -    50.4   (meters)      165.    (feet) GPS OBS
 KV6879  ______________________________________________________________________
 KV6879  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6879  GEOID HEIGHT    -        -33.670 (meters)                     GEOID93
 KV6879  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 KV6879  NAD 83(2011) X  -  1,278,888.372 (meters)                     COMP
 KV6879  NAD 83(2011) Y  - -4,701,035.426 (meters)                     COMP
 KV6879  NAD 83(2011) Z  -  4,102,696.432 (meters)                     COMP
 KV6879  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 KV6879
 KV6879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6879  Standards:
 KV6879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6879  -------------------------------------------------------------------
 KV6879  NETWORK    0.70   0.98           0.26   0.31   0.50     -0.11133661
 KV6879  -------------------------------------------------------------------
 KV6879  Click here for local accuracies and other accuracy information.
 KV6879
 KV6879.The horizontal coordinates were established by GPS observations
 KV6879.and adjusted by the National Geodetic Survey in June 2012.
 KV6879
 KV6879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6879.been affixed to the stable North American tectonic plate. See 
 KV6879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6879
 KV6879.The horizontal coordinates are valid at the epoch date displayed above
 KV6879.which is a decimal equivalence of Year/Month/Day.
 KV6879
 KV6879.The orthometric height was determined by GPS observations and a
 KV6879.high-resolution geoid model.
 KV6879
 KV6879.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6879.GEOID18 height accuracy estimate available here.
 KV6879
 KV6879.Click photographs - Photos may exist for this station.
 KV6879
 KV6879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6879
 KV6879.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6879
 KV6879.The ellipsoidal height was determined by GPS observations
 KV6879.and is referenced to NAD 83.
 KV6879
 KV6879. The following values were computed from the NAD 83(2011) position.
 KV6879
 KV6879;                    North         East     Units Scale Factor Converg.
 KV6879;SPC NJ       -   161,861.609   126,081.052   MT  0.99990704   -0 10 54.9
 KV6879;SPC NJ       -   531,040.96    413,650.92   sFT  0.99990704   -0 10 54.9
 KV6879;SPC PA S     -   110,576.991   852,370.221   MT  0.99996336   +1 55 33.8
 KV6879;SPC PA S     -   362,784.68  2,796,484.63   sFT  0.99996336   +1 55 33.8
 KV6879;UTM  18      - 4,460,079.688   518,586.373   MT  0.99960425   +0 08 29.1
 KV6879
 KV6879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6879!SPC NJ       -   0.99999735  x   0.99990704  =   0.99990439
 KV6879!SPC PA S     -   0.99999735  x   0.99996336  =   0.99996071
 KV6879!UTM  18      -   0.99999735  x   0.99960425  =   0.99960160
 KV6879
 KV6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1858660079(NAD 83)
 KV6879
 KV6879                          SUPERSEDED SURVEY CONTROL
 KV6879
 KV6879  NAD 83(2007)-  40 17 27.61879(N)    074 46 52.77877(W) AD(2002.00) 0
 KV6879  ELLIP H (02/10/07)   16.932  (m)                       GP(2002.00)    
 KV6879  ELLIP H (10/23/02)   16.953  (m)                       GP(       ) 4 1
 KV6879  NAD 83(1996)-  40 17 27.61936(N)    074 46 52.77907(W) AD(       ) 1
 KV6879  ELLIP H (05/14/99)   16.977  (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
 KV6879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6879.See file dsdata.pdf to determine how the superseded data were derived.
 KV6879
 KV6879_MARKER: DD = SURVEY DISK
 KV6879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6879_STAMPING: 11 F 3 1993
 KV6879_MARK LOGO: NJGS
 KV6879_PROJECTION: RECESSED 5 CENTIMETERS
 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 - August 31, 2020
 KV6879
 KV6879  HISTORY     - Date     Condition        Report By
 KV6879  HISTORY     - 1993     MONUMENTED       NJGS
 KV6879  HISTORY     - 20140915 GOOD             AAAS
 KV6879  HISTORY     - 20200831 GOOD             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.
 KV6879
 KV6879                          STATION RECOVERY (2014)
 KV6879
 KV6879'RECOVERY NOTE BY ARORA AND ASSOCIATES 2014 (PRD)
 KV6879'RECOVERED IN GOOD CONDITION.
 KV6879
 KV6879                          STATION RECOVERY (2020)
 KV6879
 KV6879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6879'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9797 ***********************************************************************
 DE9797  DESIGNATION -  11 F 4
 DE9797  PID         -  DE9797
 DE9797  STATE/COUNTY-  NJ/MERCER
 DE9797  COUNTRY     -  US
 DE9797  USGS QUAD   -  TRENTON EAST (2019)
 DE9797
 DE9797                         *CURRENT SURVEY CONTROL
 DE9797  ______________________________________________________________________
 DE9797* NAD 83(2011) POSITION- 40 11 10.28725(N) 074 44 35.94260(W)   ADJUSTED
 DE9797* NAD 83(2011) ELLIP HT-   -27.758 (meters)        (06/27/12)   ADJUSTED
 DE9797* NAD 83(2011) EPOCH   -  2010.00
 DE9797* NAVD 88 ORTHO HEIGHT -     5.243 (meters)       17.20  (feet) ADJUSTED
 DE9797  ______________________________________________________________________
 DE9797  GEOID HEIGHT    -        -33.007 (meters)                     GEOID18
 DE9797  NAD 83(2011) X  -  1,283,976.118 (meters)                     COMP
 DE9797  NAD 83(2011) Y  - -4,707,406.253 (meters)                     COMP
 DE9797  NAD 83(2011) Z  -  4,093,783.222 (meters)                     COMP
 DE9797  LAPLACE CORR    -          4.51  (seconds)                    DEFLEC18
 DE9797  DYNAMIC HEIGHT  -          5.241 (meters)       17.19  (feet) COMP
 DE9797  MODELED GRAVITY -    980,186.2   (mgal)                       NAVD 88
 DE9797
 DE9797  VERT ORDER      -  FIRST     CLASS II
 DE9797
 DE9797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9797  Standards:
 DE9797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9797  -------------------------------------------------------------------
 DE9797  NETWORK    0.72   1.06           0.33   0.25   0.54      0.08552282
 DE9797  -------------------------------------------------------------------
 DE9797  Click here for local accuracies and other accuracy information.
 DE9797
 DE9797.The horizontal coordinates were established by GPS observations
 DE9797.and adjusted by the National Geodetic Survey in June 2012.
 DE9797
 DE9797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9797.been affixed to the stable North American tectonic plate. See 
 DE9797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9797
 DE9797.The horizontal coordinates are valid at the epoch date displayed above
 DE9797.which is a decimal equivalence of Year/Month/Day.
 DE9797
 DE9797.The orthometric height was determined by differential leveling and
 DE9797.adjusted by the NATIONAL GEODETIC SURVEY
 DE9797.in March 2005.
 DE9797
 DE9797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9797.GEOID18 height accuracy estimate available here.
 DE9797
 DE9797.Click photographs - Photos may exist for this station.
 DE9797
 DE9797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9797
 DE9797.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9797
 DE9797.The ellipsoidal height was determined by GPS observations
 DE9797.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DE9797
 DE9797;                    North         East     Units Scale Factor Converg.
 DE9797;SPC NJ       -   150,214.701   129,280.795   MT  0.99990528   -0 09 25.2
 DE9797;SPC NJ       -   492,829.40    424,148.74   sFT  0.99990528   -0 09 25.2
 DE9797;UTM  18      - 4,448,454.504   521,850.738   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2185048454(NAD 83)
 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  NAD 83(2007)-  40 11 10.28771(N)    074 44 35.94346(W) AD(2002.00) 0
 DE9797  ELLIP H (02/10/07)  -27.755  (m)                       GP(2002.00)    
 DE9797  NAD 83(1996)-  40 11 10.28786(N)    074 44 35.94364(W) AD(       ) 1
 DE9797  ELLIP H (04/17/03)  -27.727  (m)                       GP(       ) 3 1
 DE9797  NAVD 88 (04/17/03)    5.2    (m)  GEOID99  model used  GPS OBS        
 DE9797
 DE9797.Superseded values are not recommended for survey control.
 DE9797
 DE9797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9797.See file dsdata.pdf to determine how the superseded data were derived.
 DE9797
 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 29 AT MILE POINT 1.095, DIRECTLY UNDER SEVERAL OVERHEAD
 DE9797'ELECTRIC TRANSMISSION LINES BELONGING TO THE PUBLIC SERVICE ELECTRIC
 DE9797'AND GAS UTILITY COMPANY, WHICH LEAD TO THE NEARBY MERCER GENERATING
 DE9797'STATION.
 DE9797'
 DE9797'THE STATION IS 4.5 M SOUTHWEST FROM THE WEST EDGE OF THE NORTHBOUND
 DE9797'LANES OF STATE ROUTE 29, 3.6 M NORTHWEST FROM THE EAST EDGE OF THE
 DE9797'SOUTHBOUND LANES OF STATE ROUTE 29, AND 46.0 M NORTHWEST FROM THE
 DE9797'CENTER OF AN OVERHEAD SIGN BRIDGE, STRUCTURE NUMBER 1130 200,
 DE9797'EXTENDING OVER BOTH ROADWAYS OF STATE ROUTE 29.
 DE9797'
 DE9797'THE STATION IS ALSO SOUTHWEST AND ACROSS THE HIGHWAY FROM A SET OF
 DE9797'DOUBLE GATES AT THE ENTRANCE OF A DIRT ROAD LEADING TO THE OVERHEAD
 DE9797'ELECTRIC TRANSMISSION LINE TOWERS.  IT IS SET FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5849 ***********************************************************************
 DP5849  DESIGNATION -  11 F 5
 DP5849  PID         -  DP5849
 DP5849  STATE/COUNTY-  NJ/MERCER
 DP5849  COUNTRY     -  US
 DP5849  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5849
 DP5849                         *CURRENT SURVEY CONTROL
 DP5849  ______________________________________________________________________
 DP5849* NAD 83(1986) POSITION- 40 15 28.73   (N) 074 30 51.50   (W)   HD_HELD1
 DP5849* NAVD 88 ORTHO HEIGHT -    39.311 (meters)      128.97  (feet) ADJUSTED
 DP5849  ______________________________________________________________________
 DP5849  GEOID HEIGHT    -        -32.665 (meters)                     GEOID18
 DP5849  DYNAMIC HEIGHT  -         39.294 (meters)      128.92  (feet) COMP
 DP5849  MODELED GRAVITY -    980,201.8   (mgal)                       NAVD 88
 DP5849
 DP5849  VERT ORDER      -  FIRST     CLASS II
 DP5849
 DP5849.The horizontal coordinates were determined by differentially corrected
 DP5849.hand held GPS observations or other comparable positioning techniques
 DP5849.and have an estimated accuracy of +/- 3 meters.
 DP5849
 DP5849.The orthometric height was determined by differential leveling and
 DP5849.adjusted by the NATIONAL GEODETIC SURVEY
 DP5849.in April 2015.
 DP5849
 DP5849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5849.GEOID18 height accuracy estimate available here.
 DP5849
 DP5849.Click photographs - Photos may exist for this station.
 DP5849
 DP5849.The dynamic height is computed by dividing the NAVD 88
 DP5849.geopotential number by the normal gravity value computed on the
 DP5849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5849.degrees latitude (g = 980.6199 gals.).
 DP5849
 DP5849.The modeled gravity was interpolated from observed gravity values.
 DP5849
 DP5849;                    North         East    Units  Estimated Accuracy
 DP5849;SPC NJ       -   158,157.1     148,783.1     MT  (+/- 3 meters HH1 GPS) 
 DP5849
 DP5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4130256504(NAD 83)
 DP5849
 DP5849                          SUPERSEDED SURVEY CONTROL
 DP5849
 DP5849.No superseded survey control is available for this station.
 DP5849
 DP5849_MARKER: DD = SURVEY DISK
 DP5849_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5849_SP_SET: BRIDGE ABUTMENT
 DP5849_STAMPING: 11 F 5 2014
 DP5849_MARK LOGO: NJGS
 DP5849_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5849+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2014
 DP5849
 DP5849  HISTORY     - Date     Condition        Report By
 DP5849  HISTORY     - 20140228 MONUMENTED       NJGS
 DP5849
 DP5849                          STATION DESCRIPTION
 DP5849
 DP5849'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5849'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF ALLENTOWN,
 DP5849'3.3 MI (5.3 KM) NORTHWEST OF ROOSEVELT AND 1.0 MI (1.6 KM)
 DP5849'SOUTH-SOUTHEAST OF HIGHTSTOWN.
 DP5849'
 DP5849'TO REACH FROM THE INTERSECTION OF SOUTH MAIN STREET (COUNTY ROUTE 571)
 DP5849'AND ETRA-PERRINEVILLE ROAD (COUNTY ROUTE 571), GO ABOUT 0.8 MI (1.3
 DP5849'KM) EAST ON ETRA-PERRINEVILLE ROAD (COUNTY ROUTE 571) TO THE STATION
 DP5849'ON THE RIGHT SET IN A DRILL HOLE IN THE SOUTHEAST SIDE OF THE
 DP5849'NORTHWEST BRIDGE ABUTMENT, AT THE SIDEWALK LEVEL, FOR THE
 DP5849'ETRA-PERRINEVILLE ROAD (COUNTY ROUTE 571) BRIDGE SPANNING THE NEW
 DP5849'JERSEY TURNPIKE.
 DP5849'
 DP5849'THE STATION IS 5 FT (1.5 M) NORTHEAST OF THE NORTHEAST FACE OF THE
 DP5849'BALUSTRADE WALL, 28 FT (8.5 M) SOUTHWEST OF THE CENTERLINE OF
 DP5849'ETRA-PERRINEVILLE ROAD (COUNTY ROUTE 571), 29.5 FT (9.0 M) SOUTHEAST
 DP5849'OF THE NORTHWEST END OF THE BALUSTRADE, 0.5 FT (15 CM) SOUTHWEST OF
 DP5849'THE SOUTHWEST CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6052 ***********************************************************************
 KV6052  DESIGNATION -  11 G 1
 KV6052  PID         -  KV6052
 KV6052  STATE/COUNTY-  NJ/MERCER
 KV6052  COUNTRY     -  US
 KV6052  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6052
 KV6052                         *CURRENT SURVEY CONTROL
 KV6052  ______________________________________________________________________
 KV6052* NAD 83(2011) POSITION- 40 18 30.74626(N) 074 52 53.03962(W)   ADJUSTED
 KV6052* NAD 83(2011) ELLIP HT-   -15.236 (meters)        (06/27/12)   ADJUSTED
 KV6052* NAD 83(2011) EPOCH   -  2010.00
 KV6052* NAVD 88 ORTHO HEIGHT -    18.471 (meters)       60.60  (feet) ADJUSTED
 KV6052  ______________________________________________________________________
 KV6052  GEOID HEIGHT    -        -33.695 (meters)                     GEOID18
 KV6052  NAD 83(2011) X  -  1,270,340.741 (meters)                     COMP
 KV6052  NAD 83(2011) Y  - -4,702,022.490 (meters)                     COMP
 KV6052  NAD 83(2011) Z  -  4,104,160.679 (meters)                     COMP
 KV6052  LAPLACE CORR    -          3.75  (seconds)                    DEFLEC18
 KV6052  DYNAMIC HEIGHT  -         18.462 (meters)       60.57  (feet) COMP
 KV6052  MODELED GRAVITY -    980,149.5   (mgal)                       NAVD 88
 KV6052
 KV6052  VERT ORDER      -  FIRST     CLASS I
 KV6052
 KV6052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6052  Standards:
 KV6052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6052  -------------------------------------------------------------------
 KV6052  NETWORK    0.54   0.76           0.22   0.22   0.39     -0.08239209
 KV6052  -------------------------------------------------------------------
 KV6052  Click here for local accuracies and other accuracy information.
 KV6052
 KV6052.The horizontal coordinates were established by GPS observations
 KV6052.and adjusted by the National Geodetic Survey in June 2012.
 KV6052
 KV6052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6052.been affixed to the stable North American tectonic plate. See 
 KV6052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6052
 KV6052.The horizontal coordinates are valid at the epoch date displayed above
 KV6052.which is a decimal equivalence of Year/Month/Day.
 KV6052
 KV6052.The orthometric height was determined by differential leveling and
 KV6052.adjusted by the NATIONAL GEODETIC SURVEY
 KV6052.in June 1991.
 KV6052
 KV6052.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6052.GEOID18 height accuracy estimate available here.
 KV6052
 KV6052.Click photographs - Photos may exist for this station.
 KV6052
 KV6052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6052
 KV6052.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6052
 KV6052.The ellipsoidal height was determined by GPS observations
 KV6052.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6052
 KV6052;                    North         East     Units Scale Factor Converg.
 KV6052;SPC NJ       -   163,840.395   117,581.055   MT  0.99991293   -0 14 48.2
 KV6052;SPC NJ       -   537,533.03    385,763.84   sFT  0.99991293   -0 14 48.2
 KV6052;SPC PA S     -   112,241.881   843,802.738   MT  0.99996256   +1 51 40.1
 KV6052;SPC PA S     -   368,246.90  2,768,376.15   sFT  0.99996256   +1 51 40.1
 KV6052;UTM  18      - 4,462,009.873   510,077.959   MT  0.99960125   +0 04 36.2
 KV6052
 KV6052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6052!SPC NJ       -   1.00000239  x   0.99991293  =   0.99991532
 KV6052!SPC PA S     -   1.00000239  x   0.99996256  =   0.99996495
 KV6052!UTM  18      -   1.00000239  x   0.99960125  =   0.99960364
 KV6052
 KV6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1007762009(NAD 83)
 KV6052
 KV6052                          SUPERSEDED SURVEY CONTROL
 KV6052
 KV6052  NAD 83(2007)-  40 18 30.74667(N)    074 52 53.04048(W) AD(2002.00) 0
 KV6052  ELLIP H (02/10/07)  -15.212  (m)                       GP(2002.00)    
 KV6052  ELLIP H (10/23/02)  -15.196  (m)                       GP(       ) 4 1
 KV6052  NAD 83(1996)-  40 18 30.74709(N)    074 52 53.04070(W) AD(       ) 1
 KV6052  ELLIP H (05/14/99)  -15.178  (m)                       GP(       ) 4 1
 KV6052  NAD 83(1986)-  40 18 30.74536(N)    074 52 53.04322(W) AD(       ) 1
 KV6052  NAVD 88              18.47   (m)           60.6    (f) LEVELING    3  
 KV6052  NGVD 29              18.76   (m)           61.5    (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
 KV6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6052.See file dsdata.pdf to determine how the superseded data were derived.
 KV6052
 KV6052_MARKER: DD = SURVEY DISK
 KV6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6052_STAMPING: 11 G 1 1988
 KV6052_MARK LOGO: NJGS
 KV6052_PROJECTION: FLUSH
 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 - August 20, 2019
 KV6052
 KV6052  HISTORY     - Date     Condition        Report By
 KV6052  HISTORY     - 1988     MONUMENTED       NJGS
 KV6052  HISTORY     - 19900423 GOOD             NJGS
 KV6052  HISTORY     - 19930505 GOOD             NJGS
 KV6052  HISTORY     - 20190807 GOOD             NJGS
 KV6052  HISTORY     - 20190820 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.
 KV6052
 KV6052                          STATION RECOVERY (2019)
 KV6052
 KV6052'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6052'THE STATION IS 23.1 FT (7.0 M) WEST OF THE CENTERLINE OF CHURCH ROAD,
 KV6052'41 FT (12.5 M) EAST OF THE NORTHERN GATE POST TO A JOGGING PATH ON THE
 KV6052'NORTH SIDE OF CHURCH ROAD, 26.4 FT (8.0 M) NORTHEAST OF POLE NUMBER
 KV6052'HT-358-NJ AND 22 FT (6.7 M) EAST OF THE LAST POST OF A WHITE METAL
 KV6052'FENCE ON THE BRIDGE OVER THE RARITAN CANAL ON THE NORTH SIDE OF CHURCH
 KV6052'ROAD.
 KV6052
 KV6052                          STATION RECOVERY (2019)
 KV6052
 KV6052'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6052'THE STATION IS 23.08 FT (7.0 M) OF THE CENTERLINE OF CHURCH ROAD, 41
 KV6052'FT (12.5 M) EAST OF THE NORTHERN POLE OF THE GATE TO PATH WALK ON THE
 KV6052'NORTH SIDE OF CHURCH ROAD, 26.41 FT (8.0 M) NORTHEAST OF POLE NUMBER
 KV6052'HT-358-NJ, 22 FT (6.7 M) EAST OF THE LAST POST OF WHITE METAL FENCE
 KV6052'OFF OF CHURCH ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6880 ***********************************************************************
 KV6880  DESIGNATION -  11 G 2
 KV6880  PID         -  KV6880
 KV6880  STATE/COUNTY-  NJ/MERCER
 KV6880  COUNTRY     -  US
 KV6880  USGS QUAD   -  PENNINGTON (2019)
 KV6880
 KV6880                         *CURRENT SURVEY CONTROL
 KV6880  ______________________________________________________________________
 KV6880* NAD 83(2011) POSITION- 40 20 05.05199(N) 074 50 57.33715(W)   ADJUSTED
 KV6880* NAD 83(2011) ELLIP HT-    45.524 (meters)        (06/27/12)   ADJUSTED
 KV6880* NAD 83(2011) EPOCH   -  2010.00
 KV6880* NAVD 88 ORTHO HEIGHT -    79.2   (meters)      260.    (feet) GPS OBS
 KV6880  ______________________________________________________________________
 KV6880  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6880  GEOID HEIGHT    -        -33.910 (meters)                     GEOID93
 KV6880  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 KV6880  NAD 83(2011) X  -  1,272,498.266 (meters)                     COMP
 KV6880  NAD 83(2011) Y  - -4,699,537.058 (meters)                     COMP
 KV6880  NAD 83(2011) Z  -  4,106,417.762 (meters)                     COMP
 KV6880  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 KV6880
 KV6880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6880  Standards:
 KV6880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6880  -------------------------------------------------------------------
 KV6880  NETWORK    0.48   0.67           0.18   0.21   0.34     -0.09037918
 KV6880  -------------------------------------------------------------------
 KV6880  Click here for local accuracies and other accuracy information.
 KV6880
 KV6880.The horizontal coordinates were established by GPS observations
 KV6880.and adjusted by the National Geodetic Survey in June 2012.
 KV6880
 KV6880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6880.been affixed to the stable North American tectonic plate. See 
 KV6880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6880
 KV6880.The horizontal coordinates are valid at the epoch date displayed above
 KV6880.which is a decimal equivalence of Year/Month/Day.
 KV6880
 KV6880.The orthometric height was determined by GPS observations and a
 KV6880.high-resolution geoid model.
 KV6880
 KV6880.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6880.GEOID18 height accuracy estimate available here.
 KV6880
 KV6880.Click photographs - Photos may exist for this station.
 KV6880
 KV6880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6880
 KV6880.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6880
 KV6880.The ellipsoidal height was determined by GPS observations
 KV6880.and is referenced to NAD 83.
 KV6880
 KV6880. The following values were computed from the NAD 83(2011) position.
 KV6880
 KV6880;                    North         East     Units Scale Factor Converg.
 KV6880;SPC NJ       -   166,737.674   120,324.394   MT  0.99991084   -0 13 33.8
 KV6880;SPC NJ       -   547,038.52    394,764.28   sFT  0.99991084   -0 13 33.8
 KV6880;UTM  18      - 4,464,921.693   512,804.047   MT  0.99960202   +0 05 51.2
 KV6880
 KV6880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6880!SPC NJ       -   0.99999286  x   0.99991084  =   0.99990370
 KV6880!UTM  18      -   0.99999286  x   0.99960202  =   0.99959488
 KV6880
 KV6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1280464921(NAD 83)
 KV6880
 KV6880                          SUPERSEDED SURVEY CONTROL
 KV6880
 KV6880  NAD 83(2007)-  40 20 05.05240(N)    074 50 57.33801(W) AD(2002.00) 0
 KV6880  ELLIP H (02/10/07)   45.549  (m)                       GP(2002.00)    
 KV6880  ELLIP H (10/23/02)   45.565  (m)                       GP(       ) 4 1
 KV6880  NAD 83(1996)-  40 20 05.05281(N)    074 50 57.33821(W) AD(       ) 1
 KV6880  ELLIP H (05/14/99)   45.581  (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
 KV6880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6880.See file dsdata.pdf to determine how the superseded data were derived.
 KV6880
 KV6880_MARKER: DD = SURVEY DISK
 KV6880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6880_STAMPING: 11 G 2 1990
 KV6880_MARK LOGO: NJGS
 KV6880_PROJECTION: FLUSH
 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  HISTORY     - 20210519 GOOD             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.
 KV6880
 KV6880                          STATION RECOVERY (2021)
 KV6880
 KV6880'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6880'THE STATION IS 10.7 FT (3.3 M) EAST-SOUTHEAST FROM THE FACE OF
 KV6880'BITUMINOUS CURB, ON THE SOUTHEAST SIDE OF BEAR TAVERN ROAD (CR579).
 KV6880'THE COUNTY ROAD 523 SIGN HAS BEEN MOVED FURTHER SOUTHWEST ALONG CR579.
 KV6880'THE STATION IS NOW 224.4 FT (68.4 M) NORTHEAST OF THE CR523 SIGN.  THE
 KV6880'CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6881 ***********************************************************************
 KV6881  DESIGNATION -  11 G 3
 KV6881  PID         -  KV6881
 KV6881  STATE/COUNTY-  NJ/MERCER
 KV6881  COUNTRY     -  US
 KV6881  USGS QUAD   -  PENNINGTON (2019)
 KV6881
 KV6881                         *CURRENT SURVEY CONTROL
 KV6881  ______________________________________________________________________
 KV6881* NAD 83(2011) POSITION- 40 17 30.25149(N) 074 46 32.80054(W)   ADJUSTED
 KV6881* NAD 83(2011) ELLIP HT-    14.356 (meters)        (06/27/12)   ADJUSTED
 KV6881* NAD 83(2011) EPOCH   -  2010.00
 KV6881* NAVD 88 ORTHO HEIGHT -    47.8   (meters)      157.    (feet) GPS OBS
 KV6881  ______________________________________________________________________
 KV6881  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6881  GEOID HEIGHT    -        -33.660 (meters)                     GEOID93
 KV6881  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 KV6881  NAD 83(2011) X  -  1,279,329.373 (meters)                     COMP
 KV6881  NAD 83(2011) Y  - -4,700,858.983 (meters)                     COMP
 KV6881  NAD 83(2011) Z  -  4,102,756.733 (meters)                     COMP
 KV6881  LAPLACE CORR    -          4.63  (seconds)                    DEFLEC18
 KV6881
 KV6881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6881  Standards:
 KV6881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6881  -------------------------------------------------------------------
 KV6881  NETWORK    0.62   0.82           0.22   0.28   0.42     -0.11332903
 KV6881  -------------------------------------------------------------------
 KV6881  Click here for local accuracies and other accuracy information.
 KV6881
 KV6881.The horizontal coordinates were established by GPS observations
 KV6881.and adjusted by the National Geodetic Survey in June 2012.
 KV6881
 KV6881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6881.been affixed to the stable North American tectonic plate. See 
 KV6881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6881
 KV6881.The horizontal coordinates are valid at the epoch date displayed above
 KV6881.which is a decimal equivalence of Year/Month/Day.
 KV6881
 KV6881.The orthometric height was determined by GPS observations and a
 KV6881.high-resolution geoid model.
 KV6881
 KV6881.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6881.GEOID18 height accuracy estimate available here.
 KV6881
 KV6881.Click photographs - Photos may exist for this station.
 KV6881
 KV6881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6881
 KV6881.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6881
 KV6881.The ellipsoidal height was determined by GPS observations
 KV6881.and is referenced to NAD 83.
 KV6881
 KV6881. The following values were computed from the NAD 83(2011) position.
 KV6881
 KV6881;                    North         East     Units Scale Factor Converg.
 KV6881;SPC NJ       -   161,941.336   126,553.115   MT  0.99990677   -0 10 42.0
 KV6881;SPC NJ       -   531,302.53    415,199.68   sFT  0.99990677   -0 10 42.0
 KV6881;SPC PA S     -   110,674.033   852,839.059   MT  0.99996333   +1 55 46.8
 KV6881;SPC PA S     -   363,103.06  2,798,022.81   sFT  0.99996333   +1 55 46.8
 KV6881;UTM  18      - 4,460,162.052   519,057.836   MT  0.99960447   +0 08 42.0
 KV6881
 KV6881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6881!SPC NJ       -   0.99999775  x   0.99990677  =   0.99990452
 KV6881!SPC PA S     -   0.99999775  x   0.99996333  =   0.99996108
 KV6881!UTM  18      -   0.99999775  x   0.99960447  =   0.99960222
 KV6881
 KV6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1905760162(NAD 83)
 KV6881
 KV6881                          SUPERSEDED SURVEY CONTROL
 KV6881
 KV6881  NAD 83(2007)-  40 17 30.25193(N)    074 46 32.80137(W) AD(2002.00) 0
 KV6881  ELLIP H (02/10/07)   14.381  (m)                       GP(2002.00)    
 KV6881  ELLIP H (10/23/02)   14.403  (m)                       GP(       ) 4 1
 KV6881  NAD 83(1996)-  40 17 30.25249(N)    074 46 32.80164(W) AD(       ) 1
 KV6881  ELLIP H (05/14/99)   14.426  (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
 KV6881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6881.See file dsdata.pdf to determine how the superseded data were derived.
 KV6881
 KV6881_MARKER: DD = SURVEY DISK
 KV6881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DE9800 ***********************************************************************
 DE9800  DESIGNATION -  11 G 4
 DE9800  PID         -  DE9800
 DE9800  STATE/COUNTY-  NJ/MERCER
 DE9800  COUNTRY     -  US
 DE9800  USGS QUAD   -  TRENTON EAST (2019)
 DE9800
 DE9800                         *CURRENT SURVEY CONTROL
 DE9800  ______________________________________________________________________
 DE9800* NAD 83(1986) POSITION- 40 11 01.63   (N) 074 43 07.58   (W)   HD_HELD1
 DE9800* NAVD 88 ORTHO HEIGHT -    13.189 (meters)       43.27  (feet) ADJUSTED
 DE9800  ______________________________________________________________________
 DE9800  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 DE9800  DYNAMIC HEIGHT  -         13.183 (meters)       43.25  (feet) COMP
 DE9800  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 DE9800
 DE9800  VERT ORDER      -  FIRST     CLASS II
 DE9800
 DE9800.The horizontal coordinates were determined by differentially corrected
 DE9800.hand held GPS observations or other comparable positioning techniques
 DE9800.and have an estimated accuracy of +/- 3 meters.
 DE9800
 DE9800.The orthometric height was determined by differential leveling and
 DE9800.adjusted by the NATIONAL GEODETIC SURVEY
 DE9800.in March 2005.
 DE9800
 DE9800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9800.GEOID18 height accuracy estimate available here.
 DE9800
 DE9800.Click photographs - Photos may exist for this station.
 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       -   149,942.3     131,370.2     MT  (+/- 3 meters HH1 GPS) 
 DE9800
 DE9800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2394148193(NAD 83)
 DE9800
 DE9800                          SUPERSEDED SURVEY CONTROL
 DE9800
 DE9800.No superseded survey control is available for this station.
 DE9800
 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 = JULY 24, 2026 22:12:30 EDT
 DP5830 ***********************************************************************
 DP5830  DESIGNATION -  11 G 5
 DP5830  PID         -  DP5830
 DP5830  STATE/COUNTY-  NJ/MERCER
 DP5830  COUNTRY     -  US
 DP5830  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5830
 DP5830                         *CURRENT SURVEY CONTROL
 DP5830  ______________________________________________________________________
 DP5830* NAD 83(1986) POSITION- 40 16 09.19   (N) 074 30 14.36   (W)   HD_HELD1
 DP5830* NAVD 88 ORTHO HEIGHT -    31.369 (meters)      102.92  (feet) ADJUSTED
 DP5830  ______________________________________________________________________
 DP5830  GEOID HEIGHT    -        -32.668 (meters)                     GEOID18
 DP5830  DYNAMIC HEIGHT  -         31.356 (meters)      102.87  (feet) COMP
 DP5830  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 DP5830
 DP5830  VERT ORDER      -  FIRST     CLASS II
 DP5830
 DP5830.The horizontal coordinates were determined by differentially corrected
 DP5830.hand held GPS observations or other comparable positioning techniques
 DP5830.and have an estimated accuracy of +/- 3 meters.
 DP5830
 DP5830.The orthometric height was determined by differential leveling and
 DP5830.adjusted by the NATIONAL GEODETIC SURVEY
 DP5830.in April 2015.
 DP5830
 DP5830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5830.GEOID18 height accuracy estimate available here.
 DP5830
 DP5830.Click photographs - Photos may exist for this station.
 DP5830
 DP5830.The dynamic height is computed by dividing the NAVD 88
 DP5830.geopotential number by the normal gravity value computed on the
 DP5830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5830.degrees latitude (g = 980.6199 gals.).
 DP5830
 DP5830.The modeled gravity was interpolated from observed gravity values.
 DP5830
 DP5830;                    North         East    Units  Estimated Accuracy
 DP5830;SPC NJ       -   159,404.8     149,660.7     MT  (+/- 3 meters HH1 GPS) 
 DP5830
 DP5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4217257756(NAD 83)
 DP5830
 DP5830                          SUPERSEDED SURVEY CONTROL
 DP5830
 DP5830.No superseded survey control is available for this station.
 DP5830
 DP5830_MARKER: DD = SURVEY DISK
 DP5830_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5830_SP_SET: TRAFFIC SIGNAL BASE
 DP5830_STAMPING: 11 G 5 2014
 DP5830_MARK LOGO: NJGS
 DP5830_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5830+STABILITY: SURFACE MOTION
 DP5830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5830+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5830
 DP5830  HISTORY     - Date     Condition        Report By
 DP5830  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5830
 DP5830                          STATION DESCRIPTION
 DP5830
 DP5830'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5830'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF
 DP5830'JAMESBURG, 3.8 MI (6.1 KM) NORTH-NORTHWEST OF ROOSEVELT AND 1.0 MI
 DP5830'(1.6 KM) EAST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5830'
 DP5830'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 DP5830'TRAFFIC SIGNAL BASE LOCATED ON THE NORTHWEST CORNER OF THE JUNCTION OF
 DP5830'MONMOUTH/MILFORD ROAD AND ROUTE 33 WESTBOUND.
 DP5830'
 DP5830'THE STATION IS 56 FT (17.1 M) WEST OF THE CENTERLINE OF MONMOUTH ROAD,
 DP5830'8.2 FT (2.5 M) NORTH OF THE NORTH CURB OF ROUTE 33 WESTBOUND, 2.5 FT
 DP5830'(0.8 M) SOUTHEAST OF THE TRAFFIC SIGNAL MAST, 19.2 FT (5.9 M) WEST OF
 DP5830'THE WEST CORNER OF A 6 FT (1.8 M) HIGH TRAFFIC SIGNAL ELECTRICAL
 DP5830'CABINET, 25 FT (7.6 M) EAST OF A WARNING POST (COLONIAL PETROLEUM
 DP5830'PIPELINE).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6053 ***********************************************************************
 KV6053  DESIGNATION -  11 H 1
 KV6053  PID         -  KV6053
 KV6053  STATE/COUNTY-  NJ/MERCER
 KV6053  COUNTRY     -  US
 KV6053  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6053
 KV6053                         *CURRENT SURVEY CONTROL
 KV6053  ______________________________________________________________________
 KV6053* NAD 83(2011) POSITION- 40 18 51.73425(N) 074 53 28.80198(W)   ADJUSTED
 KV6053* NAD 83(2011) ELLIP HT-   -16.132 (meters)        (06/27/12)   ADJUSTED
 KV6053* NAD 83(2011) EPOCH   -  2010.00
 KV6053* NAVD 88 ORTHO HEIGHT -    17.599 (meters)       57.74  (feet) ADJUSTED
 KV6053  ______________________________________________________________________
 KV6053  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 KV6053  NAD 83(2011) X  -  1,269,416.141 (meters)                     COMP
 KV6053  NAD 83(2011) Y  - -4,701,837.681 (meters)                     COMP
 KV6053  NAD 83(2011) Z  -  4,104,653.740 (meters)                     COMP
 KV6053  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 KV6053  DYNAMIC HEIGHT  -         17.590 (meters)       57.71  (feet) COMP
 KV6053  MODELED GRAVITY -    980,145.1   (mgal)                       NAVD 88
 KV6053
 KV6053  VERT ORDER      -  FIRST     CLASS I
 KV6053
 KV6053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6053  Standards:
 KV6053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6053  -------------------------------------------------------------------
 KV6053  NETWORK    0.61   0.82           0.24   0.26   0.42     -0.12024964
 KV6053  -------------------------------------------------------------------
 KV6053  Click here for local accuracies and other accuracy information.
 KV6053
 KV6053.The horizontal coordinates were established by GPS observations
 KV6053.and adjusted by the National Geodetic Survey in June 2012.
 KV6053
 KV6053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6053.been affixed to the stable North American tectonic plate. See 
 KV6053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6053
 KV6053.The horizontal coordinates are valid at the epoch date displayed above
 KV6053.which is a decimal equivalence of Year/Month/Day.
 KV6053
 KV6053.The orthometric height was determined by differential leveling and
 KV6053.adjusted by the NATIONAL GEODETIC SURVEY
 KV6053.in June 1991.
 KV6053
 KV6053.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6053.GEOID18 height accuracy estimate available here.
 KV6053
 KV6053.Click photographs - Photos may exist for this station.
 KV6053
 KV6053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6053
 KV6053.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6053
 KV6053.The ellipsoidal height was determined by GPS observations
 KV6053.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6053
 KV6053;                    North         East     Units Scale Factor Converg.
 KV6053;SPC NJ       -   164,491.383   116,739.526   MT  0.99991361   -0 15 11.5
 KV6053;SPC NJ       -   539,668.81    383,002.93   sFT  0.99991361   -0 15 11.5
 KV6053;SPC PA S     -   112,861.507   842,937.792   MT  0.99996232   +1 51 16.9
 KV6053;SPC PA S     -   370,279.79  2,765,538.41   sFT  0.99996232   +1 51 16.9
 KV6053;UTM  18      - 4,462,655.898   509,233.031   MT  0.99960105   +0 04 13.1
 KV6053
 KV6053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6053!SPC NJ       -   1.00000253  x   0.99991361  =   0.99991614
 KV6053!SPC PA S     -   1.00000253  x   0.99996232  =   0.99996485
 KV6053!UTM  18      -   1.00000253  x   0.99960105  =   0.99960358
 KV6053
 KV6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0923362655(NAD 83)
 KV6053
 KV6053                          SUPERSEDED SURVEY CONTROL
 KV6053
 KV6053  NAD 83(2007)-  40 18 51.73466(N)    074 53 28.80283(W) AD(2002.00) 0
 KV6053  ELLIP H (02/10/07)  -16.108  (m)                       GP(2002.00)    
 KV6053  ELLIP H (10/23/02)  -16.092  (m)                       GP(       ) 4 1
 KV6053  NAD 83(1996)-  40 18 51.73505(N)    074 53 28.80303(W) AD(       ) 1
 KV6053  ELLIP H (05/14/99)  -16.077  (m)                       GP(       ) 4 1
 KV6053  NAD 83(1986)-  40 18 51.73358(N)    074 53 28.80566(W) AD(       ) 1
 KV6053  NAVD 88              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
 KV6053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6053.See file dsdata.pdf to determine how the superseded data were derived.
 KV6053
 KV6053_MARKER: DD = SURVEY DISK
 KV6053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6053_STAMPING: 11 H 1 1988
 KV6053_MARK LOGO: NJGS
 KV6053_PROJECTION: FLUSH
 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 - June 24, 2019
 KV6053
 KV6053  HISTORY     - Date     Condition        Report By
 KV6053  HISTORY     - 1988     MONUMENTED       NJGS
 KV6053  HISTORY     - 19901025 GOOD
 KV6053  HISTORY     - 19930415 GOOD             NJGS
 KV6053  HISTORY     - 20190624 GOOD             DEWDAV
 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.
 KV6053
 KV6053                          STATION RECOVERY (2019)
 KV6053
 KV6053'RECOVERY NOTE BY DEWBERRY DAVIS 2019 (PAC)
 KV6053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9802 ***********************************************************************
 DE9802  DESIGNATION -  11 H 4
 DE9802  PID         -  DE9802
 DE9802  STATE/COUNTY-  NJ/MERCER
 DE9802  COUNTRY     -  US
 DE9802  USGS QUAD   -  TRENTON EAST (2019)
 DE9802
 DE9802                         *CURRENT SURVEY CONTROL
 DE9802  ______________________________________________________________________
 DE9802* NAD 83(1986) POSITION- 40 11 11.     (N) 074 41 37.     (W)   SCALED
 DE9802* NAVD 88 ORTHO HEIGHT -    20.879 (meters)       68.50  (feet) ADJUSTED
 DE9802  ______________________________________________________________________
 DE9802  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 DE9802  DYNAMIC HEIGHT  -         20.870 (meters)       68.47  (feet) COMP
 DE9802  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 DE9802
 DE9802  VERT ORDER      -  FIRST     CLASS II
 DE9802
 DE9802.The horizontal coordinates were scaled from a map and have
 DE9802.an estimated accuracy of +/- 6 seconds.
 DE9802
 DE9802.The orthometric height was determined by differential leveling and
 DE9802.adjusted by the NATIONAL GEODETIC SURVEY
 DE9802.in March 2005.
 DE9802
 DE9802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9802.GEOID18 height accuracy estimate available here.
 DE9802
 DE9802.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK260484(NAD 83)
 DE9802
 DE9802                          SUPERSEDED SURVEY CONTROL
 DE9802
 DE9802.No superseded survey control is available for this station.
 DE9802
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5829 ***********************************************************************
 DP5829  DESIGNATION -  11 H 5
 DP5829  PID         -  DP5829
 DP5829  STATE/COUNTY-  NJ/MERCER
 DP5829  COUNTRY     -  US
 DP5829  USGS QUAD   -  JAMESBURG (2019)
 DP5829
 DP5829                         *CURRENT SURVEY CONTROL
 DP5829  ______________________________________________________________________
 DP5829* NAD 83(1986) POSITION- 40 16 06.69   (N) 074 29 44.83   (W)   HD_HELD1
 DP5829* NAVD 88 ORTHO HEIGHT -    35.035 (meters)      114.94  (feet) ADJUSTED
 DP5829  ______________________________________________________________________
 DP5829  GEOID HEIGHT    -        -32.647 (meters)                     GEOID18
 DP5829  DYNAMIC HEIGHT  -         35.020 (meters)      114.89  (feet) COMP
 DP5829  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 DP5829
 DP5829  VERT ORDER      -  FIRST     CLASS II
 DP5829
 DP5829.The horizontal coordinates were determined by differentially corrected
 DP5829.hand held GPS observations or other comparable positioning techniques
 DP5829.and have an estimated accuracy of +/- 3 meters.
 DP5829
 DP5829.The orthometric height was determined by differential leveling and
 DP5829.adjusted by the NATIONAL GEODETIC SURVEY
 DP5829.in April 2015.
 DP5829
 DP5829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5829.GEOID18 height accuracy estimate available here.
 DP5829
 DP5829.Click photographs - Photos may exist for this station.
 DP5829
 DP5829.The dynamic height is computed by dividing the NAVD 88
 DP5829.geopotential number by the normal gravity value computed on the
 DP5829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5829.degrees latitude (g = 980.6199 gals.).
 DP5829
 DP5829.The modeled gravity was interpolated from observed gravity values.
 DP5829
 DP5829;                    North         East    Units  Estimated Accuracy
 DP5829;SPC NJ       -   159,327.7     150,358.4     MT  (+/- 3 meters HH1 GPS) 
 DP5829
 DP5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4287057683(NAD 83)
 DP5829
 DP5829                          SUPERSEDED SURVEY CONTROL
 DP5829
 DP5829.No superseded survey control is available for this station.
 DP5829
 DP5829_MARKER: DD = SURVEY DISK
 DP5829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP5829_SP_SET: SIGN BRIDGE BASE
 DP5829_STAMPING: 11 H 5 2014
 DP5829_MARK LOGO: NJGS
 DP5829_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5829+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5829
 DP5829  HISTORY     - Date     Condition        Report By
 DP5829  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5829
 DP5829                          STATION DESCRIPTION
 DP5829
 DP5829'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5829'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DP5829'JAMESBURG, 3.5 MI (5.6 KM) NORTH-NORTHWEST OF ROOSEVELT AND 1.5 MI
 DP5829'(2.4 KM) EAST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5829'
 DP5829'THE STATION IS SET IN A DRILL HOLE IN THE SOUTH SIDE OF THE CENTER OF
 DP5829'THE SIGN BRIDGE BASE FOR THE WESTBOUND LANES OF ROUTE 33 LEADING TO
 DP5829'THE RAMP TO THE WESTBOUND LANES TO ROUTE 133 (EAST WINDSOR/PRINCETON).
 DP5829'THE STATION IS 0.8 FT (24 CM) NORTH OF THE SOUTH EDGE OF THE BASE, 9
 DP5829'FT (2.7 M) NORTH OF THE NORTH EDGE OF PAVING OF WESTBOUND ROUTE 33,
 DP5829'104.5 FT (31.9 M) EAST OF A ROADWAY LIGHT (NUMBER B1285), 20 FT (6.1
 DP5829'M) EAST-NORTHEAST OF THE WEST END OF THE GUARDRAIL.  THE STATION IS
 DP5829'ABOUT 1 FT (0.3 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6056 ***********************************************************************
 KV6056  DESIGNATION -  11 J 1
 KV6056  PID         -  KV6056
 KV6056  STATE/COUNTY-  NJ/MERCER
 KV6056  COUNTRY     -  US
 KV6056  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6056
 KV6056                         *CURRENT SURVEY CONTROL
 KV6056  ______________________________________________________________________
 KV6056* NAD 83(2011) POSITION- 40 20 08.09284(N) 074 55 43.50272(W)   ADJUSTED
 KV6056* NAD 83(2011) ELLIP HT-    -7.158 (meters)        (06/27/12)   ADJUSTED
 KV6056* NAD 83(2011) EPOCH   -  2010.00
 KV6056* NAVD 88 ORTHO HEIGHT -    26.688 (meters)       87.56  (feet) ADJUSTED
 KV6056  ______________________________________________________________________
 KV6056  GEOID HEIGHT    -        -33.837 (meters)                     GEOID18
 KV6056  NAD 83(2011) X  -  1,265,950.820 (meters)                     COMP
 KV6056  NAD 83(2011) Y  - -4,701,200.563 (meters)                     COMP
 KV6056  NAD 83(2011) Z  -  4,106,455.160 (meters)                     COMP
 KV6056  LAPLACE CORR    -          3.43  (seconds)                    DEFLEC18
 KV6056  DYNAMIC HEIGHT  -         26.675 (meters)       87.52  (feet) COMP
 KV6056  MODELED GRAVITY -    980,136.8   (mgal)                       NAVD 88
 KV6056
 KV6056  VERT ORDER      -  FIRST     CLASS I
 KV6056
 KV6056  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6056  Standards:
 KV6056         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6056            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6056  -------------------------------------------------------------------
 KV6056  NETWORK    0.58   0.86           0.23   0.24   0.44     -0.06005120
 KV6056  -------------------------------------------------------------------
 KV6056  Click here for local accuracies and other accuracy information.
 KV6056
 KV6056.The horizontal coordinates were established by GPS observations
 KV6056.and adjusted by the National Geodetic Survey in June 2012.
 KV6056
 KV6056.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6056.been affixed to the stable North American tectonic plate. See 
 KV6056.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6056
 KV6056.The horizontal coordinates are valid at the epoch date displayed above
 KV6056.which is a decimal equivalence of Year/Month/Day.
 KV6056
 KV6056.The orthometric height was determined by differential leveling and
 KV6056.adjusted by the NATIONAL GEODETIC SURVEY
 KV6056.in June 1991.
 KV6056
 KV6056.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6056.GEOID18 height accuracy estimate available here.
 KV6056
 KV6056.Click photographs - Photos may exist for this station.
 KV6056
 KV6056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6056
 KV6056.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6056
 KV6056.The ellipsoidal height was determined by GPS observations
 KV6056.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6056
 KV6056;                    North         East     Units Scale Factor Converg.
 KV6056;SPC NJ       -   166,861.140   113,570.765   MT  0.99991633   -0 16 39.1
 KV6056;SPC NJ       -   547,443.59    372,606.75   sFT  0.99991633   -0 16 39.1
 KV6056;SPC PA S     -   115,113.215   839,683.859   MT  0.99996151   +1 49 49.5
 KV6056;SPC PA S     -   377,667.27  2,754,862.79   sFT  0.99996151   +1 49 49.5
 KV6056;UTM  18      - 4,465,006.983   506,051.938   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0605165006(NAD 83)
 KV6056
 KV6056                          SUPERSEDED SURVEY CONTROL
 KV6056
 KV6056  NAD 83(2007)-  40 20 08.09323(N)    074 55 43.50358(W) AD(2002.00) 0
 KV6056  ELLIP H (02/10/07)   -7.134  (m)                       GP(2002.00)    
 KV6056  ELLIP H (10/23/02)   -7.123  (m)                       GP(       ) 4 1
 KV6056  NAD 83(1996)-  40 20 08.09350(N)    074 55 43.50372(W) AD(       ) 1
 KV6056  ELLIP H (05/14/99)   -7.113  (m)                       GP(       ) 4 1
 KV6056  NAD 83(1986)-  40 20 08.09226(N)    074 55 43.50651(W) AD(       ) 1
 KV6056  NAVD 88              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
 KV6056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6056.See file dsdata.pdf to determine how the superseded data were derived.
 KV6056
 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  HISTORY     - 20160506 MARK NOT FOUND   INDIV
 KV6056  HISTORY     - 20210804 POOR             NJGS
 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.
 KV6056
 KV6056                          STATION RECOVERY (2016)
 KV6056
 KV6056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (PB)
 KV6056'HOLE FROM WHERE DISK WAS AT WAS FOUND BUT NO DISK. SEEMS TO HAVE BEEN
 KV6056'STOLEN
 KV6056
 KV6056                          STATION RECOVERY (2021)
 KV6056
 KV6056'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6056'SURVEY DISK MISSING, ALL THAT REMAINS IS A DRILL HOLE IN THE TOP OF
 KV6056'STONE RETAINING WALL.  HORIZONTAL COORDINATES SHOULD STILL HOLD IN
 KV6056'CENTER OF HOLE, BUT HEIGHT IS DESTROYED. REPORT BY JAMES ROMER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5253 ***********************************************************************
 DF5253  DESIGNATION -  11 J 2
 DF5253  PID         -  DF5253
 DF5253  STATE/COUNTY-  NJ/MERCER
 DF5253  COUNTRY     -  US
 DF5253  USGS QUAD   -  ALLENTOWN (2016)
 DF5253
 DF5253                         *CURRENT SURVEY CONTROL
 DF5253  ______________________________________________________________________
 DF5253* NAD 83(2011) POSITION- 40 13 24.48086(N) 074 33 36.31683(W)   ADJUSTED
 DF5253* NAD 83(2011) ELLIP HT-    -2.670 (meters)        (06/27/12)   ADJUSTED
 DF5253* NAD 83(2011) EPOCH   -  2010.00
 DF5253* NAVD 88 ORTHO HEIGHT -    30.0   (meters)       98.    (feet) GPS OBS
 DF5253  ______________________________________________________________________
 DF5253  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5253  GEOID HEIGHT    -        -32.655 (meters)                     GEOID99
 DF5253  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 DF5253  NAD 83(2011) X  -  1,298,317.383 (meters)                     COMP
 DF5253  NAD 83(2011) Y  - -4,700,719.129 (meters)                     COMP
 DF5253  NAD 83(2011) Z  -  4,096,960.592 (meters)                     COMP
 DF5253  LAPLACE CORR    -          4.49  (seconds)                    DEFLEC18
 DF5253
 DF5253  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5253  Standards:
 DF5253         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5253            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5253  -------------------------------------------------------------------
 DF5253  NETWORK    0.52   0.76           0.24   0.17   0.39      0.09193530
 DF5253  -------------------------------------------------------------------
 DF5253  Click here for local accuracies and other accuracy information.
 DF5253
 DF5253.The horizontal coordinates were established by GPS observations
 DF5253.and adjusted by the National Geodetic Survey in June 2012.
 DF5253
 DF5253.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5253.been affixed to the stable North American tectonic plate. See 
 DF5253.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5253
 DF5253.The horizontal coordinates are valid at the epoch date displayed above
 DF5253.which is a decimal equivalence of Year/Month/Day.
 DF5253
 DF5253.The orthometric height was determined by GPS observations and a
 DF5253.high-resolution geoid model.
 DF5253
 DF5253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5253.GEOID18 height accuracy estimate available here.
 DF5253
 DF5253.Click photographs - Photos may exist for this station.
 DF5253
 DF5253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5253
 DF5253.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5253
 DF5253.The ellipsoidal height was determined by GPS observations
 DF5253.and is referenced to NAD 83.
 DF5253
 DF5253. The following values were computed from the NAD 83(2011) position.
 DF5253
 DF5253;                    North         East     Units Scale Factor Converg.
 DF5253;SPC NJ       -   154,326.704   144,886.130   MT  0.99990032   -0 02 19.7
 DF5253;SPC NJ       -   506,320.19    475,347.24   sFT  0.99990032   -0 02 19.7
 DF5253;UTM  18      - 4,452,653.128   537,428.123   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3742852653(NAD 83)
 DF5253
 DF5253                          SUPERSEDED SURVEY CONTROL
 DF5253
 DF5253  NAD 83(2007)-  40 13 24.48153(N)    074 33 36.31745(W) AD(2002.00) 0
 DF5253  ELLIP H (02/10/07)   -2.665  (m)                       GP(2002.00)    
 DF5253  NAD 83(1996)-  40 13 24.48183(N)    074 33 36.31742(W) AD(       ) 1
 DF5253  ELLIP H (04/17/03)   -2.646  (m)                       GP(       ) 3 1
 DF5253
 DF5253.Superseded values are not recommended for survey control.
 DF5253
 DF5253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5253.See file dsdata.pdf to determine how the superseded data were derived.
 DF5253
 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 - March 27, 2020
 DF5253
 DF5253  HISTORY     - Date     Condition        Report By
 DF5253  HISTORY     - 1991     MONUMENTED       NJGS
 DF5253  HISTORY     - 20020202 GOOD             NJGS
 DF5253  HISTORY     - 20200327 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
 DF5253                          STATION RECOVERY (2020)
 DF5253
 DF5253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 DF5253'THE STATION IS 16.5 FT (5.0 M) SOUTH OF THE CENTERLINE OF WINDSOR
 DF5253'SHARON ROAD, 328.58 FT (100.2 M) FROM THE CENTERLINE TO THE HISTORIC
 DF5253'ROBBINS HOUSE DRIVEWAY, 26.08 FT (7.9 M) SOUTH OF THE NORTH BOUND
 DF5253'SHOULDER LINE OF WINDSOR SHARON ROAD, 9.41 FT (2.9 M) NORTH OF A SMALL
 DF5253'CREEK AND 7.41 FT (2.3 M) SOUTH OF THE SOUTHBOUND SHOULDER LINE OF
 DF5253'WINDSOR SHARON ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5828 ***********************************************************************
 DP5828  DESIGNATION -  11 J 5
 DP5828  PID         -  DP5828
 DP5828  STATE/COUNTY-  NJ/MERCER
 DP5828  COUNTRY     -  US
 DP5828  USGS QUAD   -  JAMESBURG (2019)
 DP5828
 DP5828                         *CURRENT SURVEY CONTROL
 DP5828  ______________________________________________________________________
 DP5828* NAD 83(1986) POSITION- 40 16 05.45   (N) 074 29 37.49   (W)   HD_HELD1
 DP5828* NAVD 88 ORTHO HEIGHT -    35.658 (meters)      116.99  (feet) ADJUSTED
 DP5828  ______________________________________________________________________
 DP5828  GEOID HEIGHT    -        -32.641 (meters)                     GEOID18
 DP5828  DYNAMIC HEIGHT  -         35.643 (meters)      116.94  (feet) COMP
 DP5828  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 DP5828
 DP5828  VERT ORDER      -  FIRST     CLASS II
 DP5828
 DP5828.The horizontal coordinates were determined by differentially corrected
 DP5828.hand held GPS observations or other comparable positioning techniques
 DP5828.and have an estimated accuracy of +/- 3 meters.
 DP5828
 DP5828.The orthometric height was determined by differential leveling and
 DP5828.adjusted by the NATIONAL GEODETIC SURVEY
 DP5828.in April 2015.
 DP5828
 DP5828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5828.GEOID18 height accuracy estimate available here.
 DP5828
 DP5828.Click photographs - Photos may exist for this station.
 DP5828
 DP5828.The dynamic height is computed by dividing the NAVD 88
 DP5828.geopotential number by the normal gravity value computed on the
 DP5828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5828.degrees latitude (g = 980.6199 gals.).
 DP5828
 DP5828.The modeled gravity was interpolated from observed gravity values.
 DP5828
 DP5828;                    North         East    Units  Estimated Accuracy
 DP5828;SPC NJ       -   159,289.5     150,531.8     MT  (+/- 3 meters HH1 GPS) 
 DP5828
 DP5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4304457646(NAD 83)
 DP5828
 DP5828                          SUPERSEDED SURVEY CONTROL
 DP5828
 DP5828.No superseded survey control is available for this station.
 DP5828
 DP5828_MARKER: DD = SURVEY DISK
 DP5828_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5828_SP_SET: TRAFFIC SIGNAL BASE
 DP5828_STAMPING: 11 J 5 2014
 DP5828_MARK LOGO: NJGS
 DP5828_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5828+STABILITY: SURFACE MOTION
 DP5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5828+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5828
 DP5828  HISTORY     - Date     Condition        Report By
 DP5828  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5828
 DP5828                          STATION DESCRIPTION
 DP5828
 DP5828'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5828'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 DP5828'JAMESBURG, 3.5 MI (5.6 KM) NORTH-NORTHWEST OF ROOSEVELT AND 1.6 MI
 DP5828'(2.6 KM) EAST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5828'
 DP5828'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 DP5828'TRAFFIC SIGNAL BASE ON THE NORTHEAST CORNER OF THE JUNCTION OF POBASCO
 DP5828'ROAD AND ROUTE 33 WESTBOUND.
 DP5828'
 DP5828'THE STATION IS 10.8 FT (3.3 M) NORTH OF THE NORTH CURB OF ROUTE 33
 DP5828'WESTBOUND, 12.5 FT (3.8 M) EAST OF THE EAST CURB OF POBASCO ROAD, 2 FT
 DP5828'(0.6 M) NORTHEAST OF THE TRAFFIC SIGNAL MAST, 37.8 FT (11.5 M)
 DP5828'NORTHWEST OF A SIGN (NO STOPPING OR STANDING).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6331 ***********************************************************************
 KV6331  DESIGNATION -  11 K 1
 KV6331  PID         -  KV6331
 KV6331  STATE/COUNTY-  NJ/MERCER
 KV6331  COUNTRY     -  US
 KV6331  USGS QUAD   -  ALLENTOWN (2016)
 KV6331
 KV6331                         *CURRENT SURVEY CONTROL
 KV6331  ______________________________________________________________________
 KV6331* NAD 83(1986) POSITION- 40 11 11.     (N) 074 34 21.     (W)   SCALED
 KV6331* NAVD 88 ORTHO HEIGHT -    29.296 (meters)       96.12  (feet) ADJUSTED
 KV6331  ______________________________________________________________________
 KV6331  GEOID HEIGHT    -        -32.618 (meters)                     GEOID18
 KV6331  DYNAMIC HEIGHT  -         29.284 (meters)       96.08  (feet) COMP
 KV6331  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 KV6331
 KV6331  VERT ORDER      -  FIRST     CLASS II
 KV6331
 KV6331.The horizontal coordinates were scaled from a map and have
 KV6331.an estimated accuracy of +/- 6 seconds.
 KV6331
 KV6331.The orthometric height was determined by differential leveling and
 KV6331.adjusted by the NATIONAL GEODETIC SURVEY
 KV6331.in June 1991.
 KV6331
 KV6331.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6331.GEOID18 height accuracy estimate available here.
 KV6331
 KV6331.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK363485(NAD 83)
 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
 KV6331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6331.See file dsdata.pdf to determine how the superseded data were derived.
 KV6331
 KV6331_MARKER: DD = SURVEY DISK
 KV6331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6929 ***********************************************************************
 KV6929  DESIGNATION -  11 K 2
 KV6929  PID         -  KV6929
 KV6929  STATE/COUNTY-  NJ/MERCER
 KV6929  COUNTRY     -  US
 KV6929  USGS QUAD   -  ALLENTOWN (2016)
 KV6929
 KV6929                         *CURRENT SURVEY CONTROL
 KV6929  ______________________________________________________________________
 KV6929* NAD 83(2011) POSITION- 40 14 18.17452(N) 074 33 45.40170(W)   ADJUSTED
 KV6929* NAD 83(2011) ELLIP HT-     1.389 (meters)        (06/27/12)   ADJUSTED
 KV6929* NAD 83(2011) EPOCH   -  2010.00
 KV6929* NAVD 88 ORTHO HEIGHT -    34.1   (meters)      112.    (feet) GPS OBS
 KV6929  ______________________________________________________________________
 KV6929  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6929  GEOID HEIGHT    -        -32.990 (meters)                     GEOID93
 KV6929  GEOID HEIGHT    -        -32.725 (meters)                     GEOID18
 KV6929  NAD 83(2011) X  -  1,297,826.440 (meters)                     COMP
 KV6929  NAD 83(2011) Y  - -4,699,748.237 (meters)                     COMP
 KV6929  NAD 83(2011) Z  -  4,098,227.587 (meters)                     COMP
 KV6929  LAPLACE CORR    -          4.80  (seconds)                    DEFLEC18
 KV6929
 KV6929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6929  Standards:
 KV6929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6929  -------------------------------------------------------------------
 KV6929  NETWORK    0.54   0.78           0.25   0.18   0.40      0.09412530
 KV6929  -------------------------------------------------------------------
 KV6929  Click here for local accuracies and other accuracy information.
 KV6929
 KV6929.The horizontal coordinates were established by GPS observations
 KV6929.and adjusted by the National Geodetic Survey in June 2012.
 KV6929
 KV6929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6929.been affixed to the stable North American tectonic plate. See 
 KV6929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6929
 KV6929.The horizontal coordinates are valid at the epoch date displayed above
 KV6929.which is a decimal equivalence of Year/Month/Day.
 KV6929
 KV6929.The orthometric height was determined by GPS observations and a
 KV6929.high-resolution geoid model.
 KV6929
 KV6929.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6929.GEOID18 height accuracy estimate available here.
 KV6929
 KV6929.Click photographs - Photos may exist for this station.
 KV6929
 KV6929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6929
 KV6929.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6929
 KV6929.The ellipsoidal height was determined by GPS observations
 KV6929.and is referenced to NAD 83.
 KV6929
 KV6929. The following values were computed from the NAD 83(2011) position.
 KV6929
 KV6929;                    North         East     Units Scale Factor Converg.
 KV6929;SPC NJ       -   155,982.825   144,672.527   MT  0.99990035   -0 02 25.6
 KV6929;SPC NJ       -   511,753.65    474,646.45   sFT  0.99990035   -0 02 25.6
 KV6929;UTM  18      - 4,454,307.549   537,205.252   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3720554307(NAD 83)
 KV6929
 KV6929                          SUPERSEDED SURVEY CONTROL
 KV6929
 KV6929  NAD 83(2007)-  40 14 18.17527(N)    074 33 45.40230(W) AD(2002.00) 0
 KV6929  ELLIP H (02/10/07)    1.394  (m)                       GP(2002.00)    
 KV6929  ELLIP H (10/23/02)    1.412  (m)                       GP(       ) 4 1
 KV6929  NAD 83(1996)-  40 14 18.17570(N)    074 33 45.40230(W) AD(       ) 1
 KV6929  ELLIP H (05/14/99)    1.409  (m)                       GP(       ) 4 1
 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
 KV6929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6929.See file dsdata.pdf to determine how the superseded data were derived.
 KV6929
 KV6929_MARKER: DD = SURVEY DISK
 KV6929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6929_STAMPING: 11 K 2 1991
 KV6929_MARK LOGO: NJGS
 KV6929_PROJECTION: FLUSH
 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 - September 25, 2020
 KV6929
 KV6929  HISTORY     - Date     Condition        Report By
 KV6929  HISTORY     - 1991     MONUMENTED       NJGS
 KV6929  HISTORY     - 19920327 GOOD
 KV6929  HISTORY     - 20020202 GOOD             NJGS
 KV6929  HISTORY     - 20070508 GOOD             BANC
 KV6929  HISTORY     - 20200925 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
 KV6929                          STATION RECOVERY (2007)
 KV6929
 KV6929'RECOVERY NOTE BY BANC 3 2007 (SC)
 KV6929'RECOVERED IN GOOD CONDITION.
 KV6929
 KV6929                          STATION RECOVERY (2020)
 KV6929
 KV6929'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6691 ***********************************************************************
 AB6691  DESIGNATION -  11 K 3
 AB6691  PID         -  AB6691
 AB6691  STATE/COUNTY-  NJ/MERCER
 AB6691  COUNTRY     -  US
 AB6691  USGS QUAD   -  PRINCETON (2019)
 AB6691
 AB6691                         *CURRENT SURVEY CONTROL
 AB6691  ______________________________________________________________________
 AB6691* NAD 83(1986) POSITION- 40 21 51.     (N) 074 39 09.     (W)   SCALED
 AB6691* NAVD 88 ORTHO HEIGHT -    49.722 (meters)      163.13  (feet) ADJUSTED
 AB6691  ______________________________________________________________________
 AB6691  GEOID HEIGHT    -        -33.306 (meters)                     GEOID18
 AB6691  DYNAMIC HEIGHT  -         49.699 (meters)      163.05  (feet) COMP
 AB6691  MODELED GRAVITY -    980,162.0   (mgal)                       NAVD 88
 AB6691
 AB6691  VERT ORDER      -  FIRST     CLASS II
 AB6691
 AB6691.The horizontal coordinates were scaled from a map and have
 AB6691.an estimated accuracy of +/- 6 seconds.
 AB6691
 AB6691.The orthometric height was determined by differential leveling and
 AB6691.adjusted by the NATIONAL GEODETIC SURVEY
 AB6691.in September 1996.
 AB6691
 AB6691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6691.GEOID18 height accuracy estimate available here.
 AB6691
 AB6691.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK295682(NAD 83)
 AB6691
 AB6691                          SUPERSEDED SURVEY CONTROL
 AB6691
 AB6691.No superseded survey control is available for this station.
 AB6691
 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 = JULY 24, 2026 22:12:30 EDT
 DE9803 ***********************************************************************
 DE9803  DESIGNATION -  11 K 4
 DE9803  PID         -  DE9803
 DE9803  STATE/COUNTY-  NJ/MERCER
 DE9803  COUNTRY     -  US
 DE9803  USGS QUAD   -  TRENTON EAST (2019)
 DE9803
 DE9803                         *CURRENT SURVEY CONTROL
 DE9803  ______________________________________________________________________
 DE9803* NAD 83(1986) POSITION- 40 11 14.00   (N) 074 41 18.84   (W)   HD_HELD1
 DE9803* NAVD 88 ORTHO HEIGHT -     9.617 (meters)       31.55  (feet) ADJUSTED
 DE9803  ______________________________________________________________________
 DE9803  GEOID HEIGHT    -        -32.882 (meters)                     GEOID18
 DE9803  DYNAMIC HEIGHT  -          9.613 (meters)       31.54  (feet) COMP
 DE9803  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 DE9803
 DE9803  VERT ORDER      -  FIRST     CLASS II
 DE9803
 DE9803.The horizontal coordinates were determined by differentially corrected
 DE9803.hand held GPS observations or other comparable positioning techniques
 DE9803.and have an estimated accuracy of +/- 3 meters.
 DE9803
 DE9803.The orthometric height was determined by differential leveling and
 DE9803.adjusted by the NATIONAL GEODETIC SURVEY
 DE9803.in March 2005.
 DE9803
 DE9803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9803.GEOID18 height accuracy estimate available here.
 DE9803
 DE9803.Click photographs - Photos may exist for this station.
 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       -   150,317.9     133,943.2     MT  (+/- 3 meters HH1 GPS) 
 DE9803
 DE9803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2651148583(NAD 83)
 DE9803
 DE9803                          SUPERSEDED SURVEY CONTROL
 DE9803
 DE9803.No superseded survey control is available for this station.
 DE9803
 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 - June 24, 2022
 DE9803
 DE9803  HISTORY     - Date     Condition        Report By
 DE9803  HISTORY     - 2001     MONUMENTED       NJGS
 DE9803  HISTORY     - 20010708 GOOD             NJGS
 DE9803  HISTORY     - 20091115 GOOD             GEOCAC
 DE9803  HISTORY     - 20160520 GOOD             NJGS
 DE9803  HISTORY     - 20171117 GOOD             INDIV
 DE9803  HISTORY     - 20220624 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 SOUTH BROAD STREET, COUNTY ROAD 524, OVER GROPPS LAKE
 DE9803'AND IS LOCATED ABOUT 0.1 MI EAST FROM THE BRIDGE CARRYING INTERSTATE
 DE9803'HIGHWAY 195 OVER SOUTH BROAD STREET.
 DE9803'
 DE9803'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DE9803'ABUTMENT HEADWALL, AND IS LEVEL WITH THE NORTHEAST BRIDGE SIDEWALK,
 DE9803'19.4 M WEST FROM WOOD UTILITY POLE NUMBER 13885HM, AND 0.5 M NORTH
 DE9803'FROM THE NORTH CURB OF SOUTH BROAD STREET.
 DE9803
 DE9803                          STATION RECOVERY (2009)
 DE9803
 DE9803'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 DE9803'RECOVERED IN GOOD CONDITION.
 DE9803
 DE9803                          STATION RECOVERY (2016)
 DE9803
 DE9803'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DE9803'RECOVERED IN GOOD CONDITION.
 DE9803
 DE9803                          STATION RECOVERY (2017)
 DE9803
 DE9803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (VMG)
 DE9803'RECOVERY NOTE BY TOWNSHIP OF HAMILTON.  RECOVERD AS DESCRIBED.
 DE9803
 DE9803                          STATION RECOVERY (2022)
 DE9803
 DE9803'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DE9803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5827 ***********************************************************************
 DP5827  DESIGNATION -  11 K 5
 DP5827  PID         -  DP5827
 DP5827  STATE/COUNTY-  NJ/MERCER
 DP5827  COUNTRY     -  US
 DP5827  USGS QUAD   -  JAMESBURG (2019)
 DP5827
 DP5827                         *CURRENT SURVEY CONTROL
 DP5827  ______________________________________________________________________
 DP5827* NAD 83(1986) POSITION- 40 16 02.96   (N) 074 29 02.75   (W)   HD_HELD1
 DP5827* NAVD 88 ORTHO HEIGHT -    36.635 (meters)      120.19  (feet) ADJUSTED
 DP5827  ______________________________________________________________________
 DP5827  GEOID HEIGHT    -        -32.617 (meters)                     GEOID18
 DP5827  DYNAMIC HEIGHT  -         36.619 (meters)      120.14  (feet) COMP
 DP5827  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 DP5827
 DP5827  VERT ORDER      -  FIRST     CLASS II
 DP5827
 DP5827.The horizontal coordinates were determined by differentially corrected
 DP5827.hand held GPS observations or other comparable positioning techniques
 DP5827.and have an estimated accuracy of +/- 3 meters.
 DP5827
 DP5827.The orthometric height was determined by differential leveling and
 DP5827.adjusted by the NATIONAL GEODETIC SURVEY
 DP5827.in April 2015.
 DP5827
 DP5827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5827.GEOID18 height accuracy estimate available here.
 DP5827
 DP5827.Click photographs - Photos may exist for this station.
 DP5827
 DP5827.The dynamic height is computed by dividing the NAVD 88
 DP5827.geopotential number by the normal gravity value computed on the
 DP5827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5827.degrees latitude (g = 980.6199 gals.).
 DP5827
 DP5827.The modeled gravity was interpolated from observed gravity values.
 DP5827
 DP5827;                    North         East    Units  Estimated Accuracy
 DP5827;SPC NJ       -   159,212.8     151,352.6     MT  (+/- 3 meters HH1 GPS) 
 DP5827
 DP5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4386557574(NAD 83)
 DP5827
 DP5827                          SUPERSEDED SURVEY CONTROL
 DP5827
 DP5827.No superseded survey control is available for this station.
 DP5827
 DP5827_MARKER: DD = SURVEY DISK
 DP5827_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5827_SP_SET: RECTANGULAR ELECTRICAL MANHOLE
 DP5827_STAMPING: 11 K 5 2014
 DP5827_MARK LOGO: NJGS
 DP5827_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5827+STABILITY: SURFACE MOTION
 DP5827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5827+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2023
 DP5827
 DP5827  HISTORY     - Date     Condition        Report By
 DP5827  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5827  HISTORY     - 20230502 GOOD             NJGS
 DP5827
 DP5827                          STATION DESCRIPTION
 DP5827
 DP5827'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5827'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF
 DP5827'JAMESBURG, 3.3 MI (5.3 KM) NORTH OF ROOSEVELT AND 2.1 MI (3.4 KM) EAST
 DP5827'OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5827'
 DP5827'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN
 DP5827'RECTANGULAR ELECTRICAL MANHOLE CONCRETE RIM ON THE NORTHEAST CORNER OF
 DP5827'TWIN RIVERS DRIVE NORTH AND STATE ROUTE 33 WESTBOUND.
 DP5827'
 DP5827'THE STATION IS 24.5 FT (7.5 M) EAST OF THE EAST CURB OF TWIN RIVERS
 DP5827'DRIVE NORTH.  6.4 FT (2.0 M) NORTH OF THE NORTH EDGE OF PAVING ON
 DP5827'WESTBOUND ROUTE 33, 17.7 FT (5.4 M) SOUTH-SOUTHEAST OF A TRAFFIC
 DP5827'SIGNAL MAST, 26 FT (7.9 M) WEST OF A SIGN (NO STOPPING OR STANDING).
 DP5827
 DP5827                          STATION RECOVERY (2023)
 DP5827
 DP5827'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DP5827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6332 ***********************************************************************
 KV6332  DESIGNATION -  11 L 1
 KV6332  PID         -  KV6332
 KV6332  STATE/COUNTY-  NJ/MERCER
 KV6332  COUNTRY     -  US
 KV6332  USGS QUAD   -  ALLENTOWN (2016)
 KV6332
 KV6332                         *CURRENT SURVEY CONTROL
 KV6332  ______________________________________________________________________
 KV6332* NAD 83(1986) POSITION- 40 11 25.     (N) 074 35 07.     (W)   SCALED
 KV6332* NAVD 88 ORTHO HEIGHT -    30.061 (meters)       98.63  (feet) ADJUSTED
 KV6332  ______________________________________________________________________
 KV6332  GEOID HEIGHT    -        -32.653 (meters)                     GEOID18
 KV6332  DYNAMIC HEIGHT  -         30.048 (meters)       98.58  (feet) COMP
 KV6332  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 KV6332
 KV6332  VERT ORDER      -  FIRST     CLASS II
 KV6332
 KV6332.The horizontal coordinates were scaled from a map and have
 KV6332.an estimated accuracy of +/- 6 seconds.
 KV6332
 KV6332.The orthometric height was determined by differential leveling and
 KV6332.adjusted by the NATIONAL GEODETIC SURVEY
 KV6332.in June 1991.
 KV6332
 KV6332.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6332.GEOID18 height accuracy estimate available here.
 KV6332
 KV6332.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK353489(NAD 83)
 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
 KV6332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6332.See file dsdata.pdf to determine how the superseded data were derived.
 KV6332
 KV6332_MARKER: DD = SURVEY DISK
 KV6332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DF5254 ***********************************************************************
 DF5254  DESIGNATION -  11 L 2
 DF5254  PID         -  DF5254
 DF5254  STATE/COUNTY-  NJ/MERCER
 DF5254  COUNTRY     -  US
 DF5254  USGS QUAD   -  ALLENTOWN (2016)
 DF5254
 DF5254                         *CURRENT SURVEY CONTROL
 DF5254  ______________________________________________________________________
 DF5254* NAD 83(2011) POSITION- 40 12 54.35249(N) 074 34 17.58601(W)   ADJUSTED
 DF5254* NAD 83(2011) ELLIP HT-     3.422 (meters)        (06/27/12)   ADJUSTED
 DF5254* NAD 83(2011) EPOCH   -  2010.00
 DF5254* NAVD 88 ORTHO HEIGHT -    36.1   (meters)      118.    (feet) GPS OBS
 DF5254  ______________________________________________________________________
 DF5254  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5254  GEOID HEIGHT    -        -32.659 (meters)                     GEOID99
 DF5254  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 DF5254  NAD 83(2011) X  -  1,297,537.716 (meters)                     COMP
 DF5254  NAD 83(2011) Y  - -4,701,561.713 (meters)                     COMP
 DF5254  NAD 83(2011) Z  -  4,096,254.945 (meters)                     COMP
 DF5254  LAPLACE CORR    -          4.51  (seconds)                    DEFLEC18
 DF5254
 DF5254  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5254  Standards:
 DF5254         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5254            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5254  -------------------------------------------------------------------
 DF5254  NETWORK    0.46   0.69           0.22   0.14   0.35      0.06648846
 DF5254  -------------------------------------------------------------------
 DF5254  Click here for local accuracies and other accuracy information.
 DF5254
 DF5254.The horizontal coordinates were established by GPS observations
 DF5254.and adjusted by the National Geodetic Survey in June 2012.
 DF5254
 DF5254.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5254.been affixed to the stable North American tectonic plate. See 
 DF5254.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5254
 DF5254.The horizontal coordinates are valid at the epoch date displayed above
 DF5254.which is a decimal equivalence of Year/Month/Day.
 DF5254
 DF5254.The orthometric height was determined by GPS observations and a
 DF5254.high-resolution geoid model.
 DF5254
 DF5254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5254.GEOID18 height accuracy estimate available here.
 DF5254
 DF5254.Click photographs - Photos may exist for this station.
 DF5254
 DF5254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5254
 DF5254.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5254
 DF5254.The ellipsoidal height was determined by GPS observations
 DF5254.and is referenced to NAD 83.
 DF5254
 DF5254. The following values were computed from the NAD 83(2011) position.
 DF5254
 DF5254;                    North         East     Units Scale Factor Converg.
 DF5254;SPC NJ       -   153,398.238   143,909.751   MT  0.99990046   -0 02 46.3
 DF5254;SPC NJ       -   503,274.05    472,143.91   sFT  0.99990046   -0 02 46.3
 DF5254;UTM  18      - 4,451,719.439   536,457.266   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3645751719(NAD 83)
 DF5254
 DF5254                          SUPERSEDED SURVEY CONTROL
 DF5254
 DF5254  NAD 83(2007)-  40 12 54.35311(N)    074 34 17.58663(W) AD(2002.00) 0
 DF5254  ELLIP H (02/10/07)    3.427  (m)                       GP(2002.00)    
 DF5254  NAD 83(1996)-  40 12 54.35338(N)    074 34 17.58659(W) AD(       ) 1
 DF5254  ELLIP H (04/17/03)    3.448  (m)                       GP(       ) 3 1
 DF5254
 DF5254.Superseded values are not recommended for survey control.
 DF5254
 DF5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5254.See file dsdata.pdf to determine how the superseded data were derived.
 DF5254
 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  HISTORY     - 20221130 MARK NOT FOUND   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
 DF5254                          STATION RECOVERY (2022)
 DF5254
 DF5254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DF5254'NOT FOUND, INTERSECTION IMPROVEMENTS MADE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9831 ***********************************************************************
 DE9831  DESIGNATION -  11 L 4
 DE9831  PID         -  DE9831
 DE9831  STATE/COUNTY-  NJ/MERCER
 DE9831  COUNTRY     -  US
 DE9831  USGS QUAD   -  ALLENTOWN (2016)
 DE9831
 DE9831                         *CURRENT SURVEY CONTROL
 DE9831  ______________________________________________________________________
 DE9831* NAD 83(1986) POSITION- 40 11 20.     (N) 074 35 32.     (W)   SCALED
 DE9831* NAVD 88 ORTHO HEIGHT -    29.776 (meters)       97.69  (feet) ADJUSTED
 DE9831  ______________________________________________________________________
 DE9831  GEOID HEIGHT    -        -32.665 (meters)                     GEOID18
 DE9831  DYNAMIC HEIGHT  -         29.763 (meters)       97.65  (feet) COMP
 DE9831  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 DE9831
 DE9831  VERT ORDER      -  FIRST     CLASS II
 DE9831
 DE9831.The horizontal coordinates were scaled from a map and have
 DE9831.an estimated accuracy of +/- 6 seconds.
 DE9831
 DE9831.The orthometric height was determined by differential leveling and
 DE9831.adjusted by the NATIONAL GEODETIC SURVEY
 DE9831.in March 2005.
 DE9831
 DE9831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9831.GEOID18 height accuracy estimate available here.
 DE9831
 DE9831.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK347488(NAD 83)
 DE9831
 DE9831                          SUPERSEDED SURVEY CONTROL
 DE9831
 DE9831.No superseded survey control is available for this station.
 DE9831
 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  HISTORY     - 20100326 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'
 DE9831
 DE9831                          STATION RECOVERY (2010)
 DE9831
 DE9831'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DE9831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5852 ***********************************************************************
 DP5852  DESIGNATION -  11 L 5
 DP5852  PID         -  DP5852
 DP5852  STATE/COUNTY-  NJ/MERCER
 DP5852  COUNTRY     -  US
 DP5852  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5852
 DP5852                         *CURRENT SURVEY CONTROL
 DP5852  ______________________________________________________________________
 DP5852* NAD 83(1986) POSITION- 40 15 37.70   (N) 074 32 30.29   (W)   HD_HELD1
 DP5852* NAVD 88 ORTHO HEIGHT -    33.820 (meters)      110.96  (feet) ADJUSTED
 DP5852  ______________________________________________________________________
 DP5852  GEOID HEIGHT    -        -32.736 (meters)                     GEOID18
 DP5852  DYNAMIC HEIGHT  -         33.806 (meters)      110.91  (feet) COMP
 DP5852  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 DP5852
 DP5852  VERT ORDER      -  FIRST     CLASS II
 DP5852
 DP5852.The horizontal coordinates were determined by differentially corrected
 DP5852.hand held GPS observations or other comparable positioning techniques
 DP5852.and have an estimated accuracy of +/- 3 meters.
 DP5852
 DP5852.The orthometric height was determined by differential leveling and
 DP5852.adjusted by the NATIONAL GEODETIC SURVEY
 DP5852.in April 2015.
 DP5852
 DP5852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5852.GEOID18 height accuracy estimate available here.
 DP5852
 DP5852.Click photographs - Photos may exist for this station.
 DP5852
 DP5852.The dynamic height is computed by dividing the NAVD 88
 DP5852.geopotential number by the normal gravity value computed on the
 DP5852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5852.degrees latitude (g = 980.6199 gals.).
 DP5852
 DP5852.The modeled gravity was interpolated from observed gravity values.
 DP5852
 DP5852;                    North         East    Units  Estimated Accuracy
 DP5852;SPC NJ       -   158,434.4     146,449.0     MT  (+/- 3 meters HH1 GPS) 
 DP5852
 DP5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3896756768(NAD 83)
 DP5852
 DP5852                          SUPERSEDED SURVEY CONTROL
 DP5852
 DP5852.No superseded survey control is available for this station.
 DP5852
 DP5852_MARKER: DD = SURVEY DISK
 DP5852_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5852_SP_SET: CULVERT
 DP5852_STAMPING: 11 L 5 2014
 DP5852_MARK LOGO: NJGS
 DP5852_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5852+STABILITY: SURFACE MOTION
 DP5852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5852+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 DP5852
 DP5852  HISTORY     - Date     Condition        Report By
 DP5852  HISTORY     - 20140326 MONUMENTED       NJGS
 DP5852
 DP5852                          STATION DESCRIPTION
 DP5852
 DP5852'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5852'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF
 DP5852'ALLENTOWN, 4.6 MI (7.4 KM) NORTHWEST OF ROOSEVELT AND 1.1 MI (1.8 KM)
 DP5852'WEST-SOUTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5852'
 DP5852'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF AN
 DP5852'L-SHAPED CONCRETE CULVERT ON THE SOUTHWEST CORNER OF THE T-JUNCTION OF
 DP5852'MERCER STREET (STATE HIGHWAY 33) AND AIRPORT ROAD.
 DP5852'
 DP5852'THE STATION IS 15 FT (4.6 M) SOUTHWEST OF THE CENTERLINE OF AIRPORT
 DP5852'ROAD, 15 FT (4.6 M) NORTH-NORTHWEST OF A POLE WITH NO NUMBER, 64.5 FT
 DP5852'(19.7 M) SOUTH-SOUTHEAST OF A BUSINESS (BICYCLE RACK) SIGN POST, 4.1
 DP5852'FT (1.2 M) NORTH OF THE SOUTHEAST CORNER OF THE CULVERT, 91 FT (27.7
 DP5852'M) SOUTHEAST OF THE CENTERLINE OF MAIN STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6333 ***********************************************************************
 KV6333  DESIGNATION -  11 M 1
 KV6333  PID         -  KV6333
 KV6333  STATE/COUNTY-  NJ/MERCER
 KV6333  COUNTRY     -  US
 KV6333  USGS QUAD   -  ALLENTOWN (2016)
 KV6333
 KV6333                         *CURRENT SURVEY CONTROL
 KV6333  ______________________________________________________________________
 KV6333* NAD 83(1986) POSITION- 40 11 33.     (N) 074 35 45.     (W)   SCALED
 KV6333* NAVD 88 ORTHO HEIGHT -    36.996 (meters)      121.38  (feet) ADJUSTED
 KV6333  ______________________________________________________________________
 KV6333  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 KV6333  DYNAMIC HEIGHT  -         36.980 (meters)      121.33  (feet) COMP
 KV6333  MODELED GRAVITY -    980,202.4   (mgal)                       NAVD 88
 KV6333
 KV6333  VERT ORDER      -  FIRST     CLASS II
 KV6333
 KV6333.The horizontal coordinates were scaled from a map and have
 KV6333.an estimated accuracy of +/- 6 seconds.
 KV6333
 KV6333.The orthometric height was determined by differential leveling and
 KV6333.adjusted by the NATIONAL GEODETIC SURVEY
 KV6333.in March 2005.
 KV6333
 KV6333.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6333.GEOID18 height accuracy estimate available here.
 KV6333
 KV6333.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK344492(NAD 83)
 KV6333
 KV6333                          SUPERSEDED SURVEY CONTROL
 KV6333
 KV6333  NAVD 88 (06/15/91)   37.003  (m)          121.40   (f) SUPERSEDED  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
 KV6333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6333.See file dsdata.pdf to determine how the superseded data were derived.
 KV6333
 KV6333_MARKER: DD = SURVEY DISK
 KV6333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6930 ***********************************************************************
 KV6930  DESIGNATION -  11 M 2
 KV6930  PID         -  KV6930
 KV6930  STATE/COUNTY-  NJ/MERCER
 KV6930  COUNTRY     -  US
 KV6930  USGS QUAD   -  ALLENTOWN (2016)
 KV6930
 KV6930                         *CURRENT SURVEY CONTROL
 KV6930  ______________________________________________________________________
 KV6930* NAD 83(2011) POSITION- 40 14 28.69444(N) 074 31 51.50969(W)   ADJUSTED
 KV6930* NAD 83(2011) ELLIP HT-     9.941 (meters)        (06/27/12)   ADJUSTED
 KV6930* NAD 83(2011) EPOCH   -  2010.00
 KV6930* NAVD 88 ORTHO HEIGHT -    42.6   (meters)      140.    (feet) GPS OBS
 KV6930  ______________________________________________________________________
 KV6930  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6930  GEOID HEIGHT    -        -32.930 (meters)                     GEOID93
 KV6930  GEOID HEIGHT    -        -32.662 (meters)                     GEOID18
 KV6930  NAD 83(2011) X  -  1,300,367.109 (meters)                     COMP
 KV6930  NAD 83(2011) Y  - -4,698,835.183 (meters)                     COMP
 KV6930  NAD 83(2011) Z  -  4,098,480.802 (meters)                     COMP
 KV6930  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC18
 KV6930
 KV6930  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6930  Standards:
 KV6930         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6930            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6930  -------------------------------------------------------------------
 KV6930  NETWORK    0.59   0.71           0.20   0.27   0.36      0.14703182
 KV6930  -------------------------------------------------------------------
 KV6930  Click here for local accuracies and other accuracy information.
 KV6930
 KV6930.The horizontal coordinates were established by GPS observations
 KV6930.and adjusted by the National Geodetic Survey in June 2012.
 KV6930
 KV6930.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6930.been affixed to the stable North American tectonic plate. See 
 KV6930.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6930
 KV6930.The horizontal coordinates are valid at the epoch date displayed above
 KV6930.which is a decimal equivalence of Year/Month/Day.
 KV6930
 KV6930.The orthometric height was determined by GPS observations and a
 KV6930.high-resolution geoid model.
 KV6930
 KV6930.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6930.GEOID18 height accuracy estimate available here.
 KV6930
 KV6930.Click photographs - Photos may exist for this station.
 KV6930
 KV6930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6930
 KV6930.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6930
 KV6930.The ellipsoidal height was determined by GPS observations
 KV6930.and is referenced to NAD 83.
 KV6930
 KV6930. The following values were computed from the NAD 83(2011) position.
 KV6930
 KV6930;                    North         East     Units Scale Factor Converg.
 KV6930;SPC NJ       -   156,305.851   147,364.530   MT  0.99990009   -0 01 12.0
 KV6930;SPC NJ       -   512,813.45    483,478.46   sFT  0.99990009   -0 01 12.0
 KV6930;UTM  18      - 4,454,645.651   539,894.633   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3989454645(NAD 83)
 KV6930
 KV6930                          SUPERSEDED SURVEY CONTROL
 KV6930
 KV6930  NAD 83(2007)-  40 14 28.69481(N)    074 31 51.51033(W) AD(2002.00) 0
 KV6930  ELLIP H (02/10/07)    9.952  (m)                       GP(2002.00)    
 KV6930  ELLIP H (10/23/02)    9.968  (m)                       GP(       ) 4 1
 KV6930  NAD 83(1996)-  40 14 28.69512(N)    074 31 51.51038(W) AD(       ) 1
 KV6930  ELLIP H (05/14/99)    9.965  (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
 KV6930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6930.See file dsdata.pdf to determine how the superseded data were derived.
 KV6930
 KV6930_MARKER: DD = SURVEY DISK
 KV6930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DE9832 ***********************************************************************
 DE9832  DESIGNATION -  11 M 4
 DE9832  PID         -  DE9832
 DE9832  STATE/COUNTY-  NJ/MERCER
 DE9832  COUNTRY     -  US
 DE9832  USGS QUAD   -  TRENTON WEST (2016)
 DE9832
 DE9832                         *CURRENT SURVEY CONTROL
 DE9832  ______________________________________________________________________
 DE9832* NAD 83(1986) POSITION- 40 12 35.00   (N) 074 45 20.63   (W)   HD_HELD1
 DE9832* NAVD 88 ORTHO HEIGHT -    15.810 (meters)       51.87  (feet) ADJUSTED
 DE9832  ______________________________________________________________________
 DE9832  GEOID HEIGHT    -        -33.113 (meters)                     GEOID18
 DE9832  DYNAMIC HEIGHT  -         15.803 (meters)       51.85  (feet) COMP
 DE9832  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 DE9832
 DE9832  VERT ORDER      -  FIRST     CLASS II
 DE9832
 DE9832.The horizontal coordinates were determined by differentially corrected
 DE9832.hand held GPS observations or other comparable positioning techniques
 DE9832.and have an estimated accuracy of +/- 3 meters.
 DE9832
 DE9832.The orthometric height was determined by differential leveling and
 DE9832.adjusted by the NATIONAL GEODETIC SURVEY
 DE9832.in March 2005.
 DE9832
 DE9832.No vertical observational check was made to the station.
 DE9832
 DE9832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9832.GEOID18 height accuracy estimate available here.
 DE9832
 DE9832.Click photographs - Photos may exist for this station.
 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       -   152,830.3     128,231.3     MT  (+/- 3 meters HH1 GPS) 
 DE9832
 DE9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2078651063(NAD 83)
 DE9832
 DE9832                          SUPERSEDED SURVEY CONTROL
 DE9832
 DE9832.No superseded survey control is available for this station.
 DE9832
 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  HISTORY     - 20100326 GOOD             NJGS
 DE9832  HISTORY     - 20240605 GOOD             AAAS
 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
 DE9832                          STATION RECOVERY (2010)
 DE9832
 DE9832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DE9832'RECOVERED IN GOOD CONDITION.
 DE9832
 DE9832                          STATION RECOVERY (2024)
 DE9832
 DE9832'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DE9832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5854 ***********************************************************************
 DP5854  DESIGNATION -  11 M 5
 DP5854  PID         -  DP5854
 DP5854  STATE/COUNTY-  NJ/MERCER
 DP5854  COUNTRY     -  US
 DP5854  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5854
 DP5854                         *CURRENT SURVEY CONTROL
 DP5854  ______________________________________________________________________
 DP5854* NAD 83(1986) POSITION- 40 15 09.32   (N) 074 33 33.62   (W)   HD_HELD1
 DP5854* NAVD 88 ORTHO HEIGHT -    35.555 (meters)      116.65  (feet) ADJUSTED
 DP5854  ______________________________________________________________________
 DP5854  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 DP5854  DYNAMIC HEIGHT  -         35.540 (meters)      116.60  (feet) COMP
 DP5854  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 DP5854
 DP5854  VERT ORDER      -  FIRST     CLASS II
 DP5854
 DP5854.The horizontal coordinates were determined by differentially corrected
 DP5854.hand held GPS observations or other comparable positioning techniques
 DP5854.and have an estimated accuracy of +/- 3 meters.
 DP5854
 DP5854.The orthometric height was determined by differential leveling and
 DP5854.adjusted by the NATIONAL GEODETIC SURVEY
 DP5854.in April 2015.
 DP5854
 DP5854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5854.GEOID18 height accuracy estimate available here.
 DP5854
 DP5854.Click photographs - Photos may exist for this station.
 DP5854
 DP5854.The dynamic height is computed by dividing the NAVD 88
 DP5854.geopotential number by the normal gravity value computed on the
 DP5854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5854.degrees latitude (g = 980.6199 gals.).
 DP5854
 DP5854.The modeled gravity was interpolated from observed gravity values.
 DP5854
 DP5854;                    North         East    Units  Estimated Accuracy
 DP5854;SPC NJ       -   157,560.0     144,952.0     MT  (+/- 3 meters HH1 GPS) 
 DP5854
 DP5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3747555885(NAD 83)
 DP5854
 DP5854                          SUPERSEDED SURVEY CONTROL
 DP5854
 DP5854.No superseded survey control is available for this station.
 DP5854
 DP5854_MARKER: DD = SURVEY DISK
 DP5854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5854_SP_SET: CURB
 DP5854_STAMPING: 11 M 5 2014
 DP5854_MARK LOGO: NJGS
 DP5854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5854+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 DP5854
 DP5854  HISTORY     - Date     Condition        Report By
 DP5854  HISTORY     - 20140326 MONUMENTED       NJGS
 DP5854
 DP5854                          STATION DESCRIPTION
 DP5854
 DP5854'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5854'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHEAST OF
 DP5854'ALLENTOWN, 5.1 MI (8.2 KM) WEST-NORTHWEST OF ROOSEVELT AND 2.2 MI (3.5
 DP5854'KM) WEST-SOUTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5854'
 DP5854'TO REACH FROM THE INTERSECTION OF VOELBEL ROAD AND U.S. HIGHWAY 130,
 DP5854'GO 0.6 MI (1.0 KM) NORTHEAST ON HIGHWAY 130 TO THE STATION ON THE
 DP5854'RIGHT, SET IN A DRILL HOLE IN THE SOUTHEAST CURB AT THE NORTHERLY EXIT
 DP5854'FROM A BUSINESS (H+H GAS APPLIANCE CENTER) ONTO THE NORTHBOUND LANES
 DP5854'OF HIGHWAY 130.
 DP5854'
 DP5854'THE STATION IS 8 FT (2.4 M) SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY
 DP5854'130, 81 FT (24.7 M) NORTHEAST OF POLE NUMBER JC13EW, 100.4 FT (30.6 M)
 DP5854'SOUTHWEST OF POLE NUMBER JC14EW, 43 FT (13.1 M) WEST OF THE WEST LEG
 DP5854'OF A BILLBOARD SIGN (NUMBER 2500-15957), 25 FT (7.6 M) NORTHEAST OF
 DP5854'THE EAST NOSE OF THE TRIANGULAR SHAPED CONCRETE ISLAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6342 ***********************************************************************
 KV6342  DESIGNATION -  11 N 1
 KV6342  PID         -  KV6342
 KV6342  STATE/COUNTY-  NJ/MERCER
 KV6342  COUNTRY     -  US
 KV6342  USGS QUAD   -  ALLENTOWN (2016)
 KV6342
 KV6342                         *CURRENT SURVEY CONTROL
 KV6342  ______________________________________________________________________
 KV6342* NAD 83(1986) POSITION- 40 11 43.     (N) 074 36 22.     (W)   SCALED
 KV6342* NAVD 88 ORTHO HEIGHT -    31.649 (meters)      103.84  (feet) ADJUSTED
 KV6342  ______________________________________________________________________
 KV6342  GEOID HEIGHT    -        -32.712 (meters)                     GEOID18
 KV6342  DYNAMIC HEIGHT  -         31.635 (meters)      103.79  (feet) COMP
 KV6342  MODELED GRAVITY -    980,201.0   (mgal)                       NAVD 88
 KV6342
 KV6342  VERT ORDER      -  FIRST     CLASS II
 KV6342
 KV6342.The horizontal coordinates were scaled from a map and have
 KV6342.an estimated accuracy of +/- 6 seconds.
 KV6342
 KV6342.The orthometric height was determined by differential leveling and
 KV6342.adjusted by the NATIONAL GEODETIC SURVEY
 KV6342.in June 1991.
 KV6342
 KV6342.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6342.GEOID18 height accuracy estimate available here.
 KV6342
 KV6342.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK335495(NAD 83)
 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
 KV6342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6342.See file dsdata.pdf to determine how the superseded data were derived.
 KV6342
 KV6342_MARKER: DD = SURVEY DISK
 KV6342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6931 ***********************************************************************
 KV6931  DESIGNATION -  11 N 2
 KV6931  PID         -  KV6931
 KV6931  STATE/COUNTY-  NJ/MERCER
 KV6931  COUNTRY     -  US
 KV6931  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6931
 KV6931                         *CURRENT SURVEY CONTROL
 KV6931  ______________________________________________________________________
 KV6931* NAD 83(2011) POSITION- 40 15 24.15210(N) 074 33 02.10552(W)   ADJUSTED
 KV6931* NAD 83(2011) ELLIP HT-     2.307 (meters)        (06/27/12)   ADJUSTED
 KV6931* NAD 83(2011) EPOCH   -  2010.00
 KV6931* NAVD 88 ORTHO HEIGHT -    35.067 (meters)      115.05  (feet) ADJUSTED
 KV6931  ______________________________________________________________________
 KV6931  GEOID HEIGHT    -        -32.747 (meters)                     GEOID18
 KV6931  NAD 83(2011) X  -  1,298,462.852 (meters)                     COMP
 KV6931  NAD 83(2011) Y  - -4,698,209.082 (meters)                     COMP
 KV6931  NAD 83(2011) Z  -  4,099,781.439 (meters)                     COMP
 KV6931  LAPLACE CORR    -          4.99  (seconds)                    DEFLEC18
 KV6931  DYNAMIC HEIGHT  -         35.052 (meters)      115.00  (feet) COMP
 KV6931  MODELED GRAVITY -    980,198.2   (mgal)                       NAVD 88
 KV6931
 KV6931  VERT ORDER      -  FIRST     CLASS II
 KV6931
 KV6931  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6931  Standards:
 KV6931         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6931            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6931  -------------------------------------------------------------------
 KV6931  NETWORK    0.55   0.65           0.19   0.25   0.33      0.11815680
 KV6931  -------------------------------------------------------------------
 KV6931  Click here for local accuracies and other accuracy information.
 KV6931
 KV6931.The horizontal coordinates were established by GPS observations
 KV6931.and adjusted by the National Geodetic Survey in June 2012.
 KV6931
 KV6931.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6931.been affixed to the stable North American tectonic plate. See 
 KV6931.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6931
 KV6931.The horizontal coordinates are valid at the epoch date displayed above
 KV6931.which is a decimal equivalence of Year/Month/Day.
 KV6931
 KV6931.The orthometric height was determined by differential leveling and
 KV6931.adjusted by the NATIONAL GEODETIC SURVEY
 KV6931.in April 2015.
 KV6931
 KV6931.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6931.GEOID18 height accuracy estimate available here.
 KV6931
 KV6931.Click photographs - Photos may exist for this station.
 KV6931
 KV6931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6931
 KV6931.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6931
 KV6931.The ellipsoidal height was determined by GPS observations
 KV6931.and is referenced to NAD 83.
 KV6931
 KV6931.The dynamic height is computed by dividing the NAVD 88
 KV6931.geopotential number by the normal gravity value computed on the
 KV6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6931.degrees latitude (g = 980.6199 gals.).
 KV6931
 KV6931.The modeled gravity was interpolated from observed gravity values.
 KV6931
 KV6931. The following values were computed from the NAD 83(2011) position.
 KV6931
 KV6931;                    North         East     Units Scale Factor Converg.
 KV6931;SPC NJ       -   158,016.999   145,697.013   MT  0.99990023   -0 01 57.7
 KV6931;SPC NJ       -   518,427.44    478,007.62   sFT  0.99990023   -0 01 57.7
 KV6931;UTM  18      - 4,456,346.891   538,217.966   MT  0.99961798   +0 17 25.5
 KV6931
 KV6931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6931!SPC NJ       -   0.99999964  x   0.99990023  =   0.99989987
 KV6931!UTM  18      -   0.99999964  x   0.99961798  =   0.99961762
 KV6931
 KV6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3821756346(NAD 83)
 KV6931
 KV6931                          SUPERSEDED SURVEY CONTROL
 KV6931
 KV6931  NAD 83(2007)-  40 15 24.15247(N)    074 33 02.10616(W) AD(2002.00) 0
 KV6931  ELLIP H (02/10/07)    2.318  (m)                       GP(2002.00)    
 KV6931  ELLIP H (10/23/02)    2.334  (m)                       GP(       ) 4 1
 KV6931  NAD 83(1996)-  40 15 24.15278(N)    074 33 02.10621(W) AD(       ) 1
 KV6931  ELLIP H (05/14/99)    2.332  (m)                       GP(       ) 4 1
 KV6931  NAD 83(1986)-  40 15 24.15267(N)    074 33 02.10839(W) AD(       ) 1
 KV6931  NAVD 88 (01/21/94)   35.1    (m)  GEOID93  model used  GPS OBS        
 KV6931
 KV6931.Superseded values are not recommended for survey control.
 KV6931
 KV6931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6931.See file dsdata.pdf to determine how the superseded data were derived.
 KV6931
 KV6931_MARKER: DD = SURVEY DISK
 KV6931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6931_STAMPING: 11 N 2 1991
 KV6931_MARK LOGO: NJGS
 KV6931_PROJECTION: FLUSH
 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 - April 24, 2024
 KV6931
 KV6931  HISTORY     - Date     Condition        Report By
 KV6931  HISTORY     - 1991     MONUMENTED       NJGS
 KV6931  HISTORY     - 19920319 GOOD
 KV6931  HISTORY     - 20140429 GOOD             NJGS
 KV6931  HISTORY     - 20150324 GOOD             GEOCAC
 KV6931  HISTORY     - 20191118 GOOD             GPI
 KV6931  HISTORY     - 20240424 GOOD             AAAS
 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.
 KV6931
 KV6931                          STATION RECOVERY (2014)
 KV6931
 KV6931'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6931'RECOVERED IN GOOD CONDITION.
 KV6931'
 KV6931'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHEAST
 KV6931'OF ALLENTOWN, 4.8 MI (7.7 KM) WEST-NORTHWEST OF ROOSEVELT AND 1.7 MI
 KV6931'(2.7 KM) WEST-SOUTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 KV6931
 KV6931                          STATION RECOVERY (2015)
 KV6931
 KV6931'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 KV6931'RECOVERED IN GOOD CONDITION.
 KV6931
 KV6931                          STATION RECOVERY (2019)
 KV6931
 KV6931'RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)
 KV6931'RECOVERED IN GOOD CONDITION.
 KV6931
 KV6931                          STATION RECOVERY (2024)
 KV6931
 KV6931'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6694 ***********************************************************************
 AB6694  DESIGNATION -  11 N 3
 AB6694  PID         -  AB6694
 AB6694  STATE/COUNTY-  NJ/MERCER
 AB6694  COUNTRY     -  US
 AB6694  USGS QUAD   -  ROCKY HILL (2019)
 AB6694
 AB6694                         *CURRENT SURVEY CONTROL
 AB6694  ______________________________________________________________________
 AB6694* NAD 83(1986) POSITION- 40 23 01.     (N) 074 39 14.     (W)   SCALED
 AB6694* NAVD 88 ORTHO HEIGHT -    56.439 (meters)      185.17  (feet) ADJUSTED
 AB6694  ______________________________________________________________________
 AB6694  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 AB6694  DYNAMIC HEIGHT  -         56.413 (meters)      185.08  (feet) COMP
 AB6694  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 AB6694
 AB6694  VERT ORDER      -  FIRST     CLASS II
 AB6694
 AB6694.The horizontal coordinates were scaled from a map and have
 AB6694.an estimated accuracy of +/- 6 seconds.
 AB6694
 AB6694.The orthometric height was determined by differential leveling and
 AB6694.adjusted by the NATIONAL GEODETIC SURVEY
 AB6694.in September 1996.
 AB6694
 AB6694.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6694.GEOID18 height accuracy estimate available here.
 AB6694
 AB6694.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK293703(NAD 83)
 AB6694
 AB6694                          SUPERSEDED SURVEY CONTROL
 AB6694
 AB6694.No superseded survey control is available for this station.
 AB6694
 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 = JULY 24, 2026 22:12:30 EDT
 DE9821 ***********************************************************************
 DE9821  DESIGNATION -  11 N 4
 DE9821  PID         -  DE9821
 DE9821  STATE/COUNTY-  NJ/MERCER
 DE9821  COUNTRY     -  US
 DE9821  USGS QUAD   -  TRENTON WEST (2016)
 DE9821
 DE9821                         *CURRENT SURVEY CONTROL
 DE9821  ______________________________________________________________________
 DE9821* NAD 83(1986) POSITION- 40 12 47.12   (N) 074 45 23.40   (W)   HD_HELD1
 DE9821* NAVD 88 ORTHO HEIGHT -    15.879 (meters)       52.10  (feet) ADJUSTED
 DE9821  ______________________________________________________________________
 DE9821  GEOID HEIGHT    -        -33.125 (meters)                     GEOID18
 DE9821  DYNAMIC HEIGHT  -         15.872 (meters)       52.07  (feet) COMP
 DE9821  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 DE9821
 DE9821  VERT ORDER      -  FIRST     CLASS II
 DE9821
 DE9821.The horizontal coordinates were determined by differentially corrected
 DE9821.hand held GPS observations or other comparable positioning techniques
 DE9821.and have an estimated accuracy of +/- 3 meters.
 DE9821
 DE9821.The orthometric height was determined by differential leveling and
 DE9821.adjusted by the NATIONAL GEODETIC SURVEY
 DE9821.in March 2005.
 DE9821
 DE9821.No vertical observational check was made to the station.
 DE9821
 DE9821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9821.GEOID18 height accuracy estimate available here.
 DE9821
 DE9821.Click photographs - Photos may exist for this station.
 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       -   153,204.3     128,166.9     MT  (+/- 3 meters HH1 GPS) 
 DE9821
 DE9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2072051436(NAD 83)
 DE9821
 DE9821                          SUPERSEDED SURVEY CONTROL
 DE9821
 DE9821.No superseded survey control is available for this station.
 DE9821
 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 = JULY 24, 2026 22:12:30 EDT
 DP5856 ***********************************************************************
 DP5856  DESIGNATION -  11 N 5
 DP5856  PID         -  DP5856
 DP5856  STATE/COUNTY-  NJ/MERCER
 DP5856  COUNTRY     -  US
 DP5856  USGS QUAD   -  ALLENTOWN (2016)
 DP5856
 DP5856                         *CURRENT SURVEY CONTROL
 DP5856  ______________________________________________________________________
 DP5856* NAD 83(1986) POSITION- 40 14 35.11   (N) 074 34 28.80   (W)   HD_HELD1
 DP5856* NAVD 88 ORTHO HEIGHT -    31.447 (meters)      103.17  (feet) ADJUSTED
 DP5856  ______________________________________________________________________
 DP5856  GEOID HEIGHT    -        -32.767 (meters)                     GEOID18
 DP5856  DYNAMIC HEIGHT  -         31.434 (meters)      103.13  (feet) COMP
 DP5856  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 DP5856
 DP5856  VERT ORDER      -  FIRST     CLASS II
 DP5856
 DP5856.The horizontal coordinates were determined by differentially corrected
 DP5856.hand held GPS observations or other comparable positioning techniques
 DP5856.and have an estimated accuracy of +/- 3 meters.
 DP5856
 DP5856.The orthometric height was determined by differential leveling and
 DP5856.adjusted by the NATIONAL GEODETIC SURVEY
 DP5856.in April 2015.
 DP5856
 DP5856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5856.GEOID18 height accuracy estimate available here.
 DP5856
 DP5856.Click photographs - Photos may exist for this station.
 DP5856
 DP5856.The dynamic height is computed by dividing the NAVD 88
 DP5856.geopotential number by the normal gravity value computed on the
 DP5856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5856.degrees latitude (g = 980.6199 gals.).
 DP5856
 DP5856.The modeled gravity was interpolated from observed gravity values.
 DP5856
 DP5856;                    North         East    Units  Estimated Accuracy
 DP5856;SPC NJ       -   156,505.9     143,647.2     MT  (+/- 3 meters HH1 GPS) 
 DP5856
 DP5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3617754824(NAD 83)
 DP5856
 DP5856                          SUPERSEDED SURVEY CONTROL
 DP5856
 DP5856.No superseded survey control is available for this station.
 DP5856
 DP5856_MARKER: DD = SURVEY DISK
 DP5856_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5856_SP_SET: SIGN BASE
 DP5856_STAMPING: 11 N 5 2014
 DP5856_MARK LOGO: NJGS
 DP5856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5856+STABILITY: SURFACE MOTION
 DP5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5856+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2022
 DP5856
 DP5856  HISTORY     - Date     Condition        Report By
 DP5856  HISTORY     - 20140326 MONUMENTED       NJGS
 DP5856  HISTORY     - 20170424 GOOD             BOSWEL
 DP5856  HISTORY     - 20221027 GOOD             NJGS
 DP5856
 DP5856                          STATION DESCRIPTION
 DP5856
 DP5856'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5856'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST-NORTHWEST OF
 DP5856'ROOSEVELT, 4.5 MI (7.2 KM) NORTH OF ALLENTOWN AND 3.3 MI (5.3 KM)
 DP5856'SOUTHWEST OF HIGHTSTOWN, IN ROBBINSVILLE TOWNSHIP, SET IN A DRILL HOLE
 DP5856'IN THE SOUTHEAST CORNER OF A 2 FT (0.6 M) SQUARE BASE FOR THE SOUTH
 DP5856'LEG OF A GAS STATION (GULF) ON THE NORTHWEST SIDE OF THE SOUTHBOUND
 DP5856'LANES OF U.S. HIGHWAY 130.
 DP5856'
 DP5856'TO REACH FROM THE INTERSECTION OF VOELBEL ROAD AND U.S. HIGHWAY 130,
 DP5856'GO 0.45 MI (0.7 KM) SOUTHWEST ON HIGHWAY 130 TO THE STATION ON THE
 DP5856'RIGHT.
 DP5856'
 DP5856'THE STATION IS 11.6 FT (3.5 M) NORTHWEST OF A FIRE HYDRANT, 25.2 FT
 DP5856'(7.7 M) NORTHWEST OF THE NORTHWEST CURB OF SOUTHBOUND HIGHWAY 130,
 DP5856'52.6 FT (16.0 M) WEST OF POLE NUMBER JC653WA, 92.2 FT (28.1 M) EAST OF
 DP5856'POLE NUMBER JC634WA, 17.6 FT (5.4 M) EAST OF THE EAST ENTRANCE CURB OF
 DP5856'THE NORTH DRIVEWAY LEADING TO THE GAS STATION.
 DP5856
 DP5856                          STATION RECOVERY (2017)
 DP5856
 DP5856'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (AB)
 DP5856'RECOVERED IN GOOD CONDITION.
 DP5856
 DP5856                          STATION RECOVERY (2022)
 DP5856
 DP5856'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DP5856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6341 ***********************************************************************
 KV6341  DESIGNATION -  11 P 1
 KV6341  PID         -  KV6341
 KV6341  STATE/COUNTY-  NJ/MERCER
 KV6341  COUNTRY     -  US
 KV6341  USGS QUAD   -  ALLENTOWN (2016)
 KV6341
 KV6341                         *CURRENT SURVEY CONTROL
 KV6341  ______________________________________________________________________
 KV6341* NAD 83(2011) POSITION- 40 11 54.23154(N) 074 36 58.11212(W)   ADJUSTED
 KV6341* NAD 83(2011) ELLIP HT-     0.400 (meters)        (06/27/12)   ADJUSTED
 KV6341* NAD 83(2011) EPOCH   -  2010.00
 KV6341* NAVD 88 ORTHO HEIGHT -    33.142 (meters)      108.73  (feet) ADJUSTED
 KV6341  ______________________________________________________________________
 KV6341  GEOID HEIGHT    -        -32.744 (meters)                     GEOID18
 KV6341  NAD 83(2011) X  -  1,294,195.277 (meters)                     COMP
 KV6341  NAD 83(2011) Y  - -4,703,722.071 (meters)                     COMP
 KV6341  NAD 83(2011) Z  -  4,094,836.771 (meters)                     COMP
 KV6341  LAPLACE CORR    -          4.82  (seconds)                    DEFLEC18
 KV6341  DYNAMIC HEIGHT  -         33.128 (meters)      108.69  (feet) COMP
 KV6341  MODELED GRAVITY -    980,199.4   (mgal)                       NAVD 88
 KV6341
 KV6341  VERT ORDER      -  FIRST     CLASS II
 KV6341
 KV6341  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6341  Standards:
 KV6341         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6341            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6341  -------------------------------------------------------------------
 KV6341  NETWORK    0.29   0.51           0.13   0.10   0.26      0.07554194
 KV6341  -------------------------------------------------------------------
 KV6341  Click here for local accuracies and other accuracy information.
 KV6341
 KV6341.The horizontal coordinates were established by GPS observations
 KV6341.and adjusted by the National Geodetic Survey in June 2012.
 KV6341
 KV6341.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6341.been affixed to the stable North American tectonic plate. See 
 KV6341.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6341
 KV6341.The horizontal coordinates are valid at the epoch date displayed above
 KV6341.which is a decimal equivalence of Year/Month/Day.
 KV6341
 KV6341.The orthometric height was determined by differential leveling and
 KV6341.adjusted by the NATIONAL GEODETIC SURVEY
 KV6341.in June 1991.
 KV6341
 KV6341.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6341.GEOID18 height accuracy estimate available here.
 KV6341
 KV6341.Click photographs - Photos may exist for this station.
 KV6341
 KV6341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6341
 KV6341.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6341
 KV6341.The ellipsoidal height was determined by GPS observations
 KV6341.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6341
 KV6341;                    North         East     Units Scale Factor Converg.
 KV6341;SPC NJ       -   151,548.062   140,111.915   MT  0.99990120   -0 04 29.9
 KV6341;SPC NJ       -   497,203.93    459,683.84   sFT  0.99990120   -0 04 29.9
 KV6341;UTM  18      - 4,449,848.433   532,670.998   MT  0.99961314   +0 14 51.9
 KV6341
 KV6341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6341!SPC NJ       -   0.99999994  x   0.99990120  =   0.99990114
 KV6341!UTM  18      -   0.99999994  x   0.99961314  =   0.99961308
 KV6341
 KV6341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3267049848(NAD 83)
 KV6341
 KV6341                          SUPERSEDED SURVEY CONTROL
 KV6341
 KV6341  NAD 83(2007)-  40 11 54.23199(N)    074 36 58.11276(W) AD(2002.00) 0
 KV6341  ELLIP H (02/10/07)    0.404  (m)                       GP(2002.00)    
 KV6341  ELLIP H (10/23/02)    0.431  (m)                       GP(       ) 4 1
 KV6341  NAD 83(1996)-  40 11 54.23212(N)    074 36 58.11267(W) AD(       ) 1
 KV6341  ELLIP H (05/14/99)    0.421  (m)                       GP(       ) 4 1
 KV6341  NAD 83(1986)-  40 11 54.23225(N)    074 36 58.11533(W) AD(       ) 1
 KV6341  NAVD 88              33.14   (m)          108.7    (f) LEVELING    3  
 KV6341  NGVD 29              33.47   (m)          109.8    (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
 KV6341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6341.See file dsdata.pdf to determine how the superseded data were derived.
 KV6341
 KV6341_MARKER: DD = SURVEY DISK
 KV6341_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 - March 16, 2006
 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  HISTORY     - 20060316 GOOD             BANC
 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                          STATION RECOVERY (2006)
 KV6341
 KV6341'RECOVERY NOTE BY BANC 3 2006 (AEG)
 KV6341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6932 ***********************************************************************
 KV6932  DESIGNATION -  11 P 2
 KV6932  PID         -  KV6932
 KV6932  STATE/COUNTY-  NJ/MERCER
 KV6932  COUNTRY     -  US
 KV6932  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6932
 KV6932                         *CURRENT SURVEY CONTROL
 KV6932  ______________________________________________________________________
 KV6932* NAD 83(2011) POSITION- 40 16 07.61131(N) 074 30 45.94379(W)   ADJUSTED
 KV6932* NAD 83(2011) ELLIP HT-    -4.897 (meters)        (06/27/12)   ADJUSTED
 KV6932* NAD 83(2011) EPOCH   -  2010.00
 KV6932* NAVD 88 ORTHO HEIGHT -    27.799 (meters)       91.20  (feet) ADJUSTED
 KV6932  ______________________________________________________________________
 KV6932  GEOID HEIGHT    -        -32.688 (meters)                     GEOID18
 KV6932  NAD 83(2011) X  -  1,301,331.200 (meters)                     COMP
 KV6932  NAD 83(2011) Y  - -4,696,510.724 (meters)                     COMP
 KV6932  NAD 83(2011) Z  -  4,100,799.681 (meters)                     COMP
 KV6932  LAPLACE CORR    -          4.94  (seconds)                    DEFLEC18
 KV6932  DYNAMIC HEIGHT  -         27.787 (meters)       91.16  (feet) COMP
 KV6932  MODELED GRAVITY -    980,200.4   (mgal)                       NAVD 88
 KV6932
 KV6932  VERT ORDER      -  FIRST     CLASS II
 KV6932
 KV6932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6932  Standards:
 KV6932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6932  -------------------------------------------------------------------
 KV6932  NETWORK    0.65   0.78           0.22   0.30   0.40      0.17222512
 KV6932  -------------------------------------------------------------------
 KV6932  Click here for local accuracies and other accuracy information.
 KV6932
 KV6932.The horizontal coordinates were established by GPS observations
 KV6932.and adjusted by the National Geodetic Survey in June 2012.
 KV6932
 KV6932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6932.been affixed to the stable North American tectonic plate. See 
 KV6932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6932
 KV6932.The horizontal coordinates are valid at the epoch date displayed above
 KV6932.which is a decimal equivalence of Year/Month/Day.
 KV6932
 KV6932.The orthometric height was determined by differential leveling and
 KV6932.adjusted by the NATIONAL GEODETIC SURVEY
 KV6932.in April 2015.
 KV6932
 KV6932.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6932.GEOID18 height accuracy estimate available here.
 KV6932
 KV6932.Click photographs - Photos may exist for this station.
 KV6932
 KV6932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6932
 KV6932.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6932
 KV6932.The ellipsoidal height was determined by GPS observations
 KV6932.and is referenced to NAD 83.
 KV6932
 KV6932.The dynamic height is computed by dividing the NAVD 88
 KV6932.geopotential number by the normal gravity value computed on the
 KV6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6932.degrees latitude (g = 980.6199 gals.).
 KV6932
 KV6932.The modeled gravity was interpolated from observed gravity values.
 KV6932
 KV6932. The following values were computed from the NAD 83(2011) position.
 KV6932
 KV6932;                    North         East     Units Scale Factor Converg.
 KV6932;SPC NJ       -   159,356.187   148,914.583   MT  0.99990001   -0 00 29.7
 KV6932;SPC NJ       -   522,821.09    488,563.93   sFT  0.99990001   -0 00 29.7
 KV6932;UTM  18      - 4,457,703.824   541,427.031   MT  0.99962113   +0 18 53.8
 KV6932
 KV6932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6932!SPC NJ       -   1.00000077  x   0.99990001  =   0.99990078
 KV6932!UTM  18      -   1.00000077  x   0.99962113  =   0.99962190
 KV6932
 KV6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4142757703(NAD 83)
 KV6932
 KV6932                          SUPERSEDED SURVEY CONTROL
 KV6932
 KV6932  NAD 83(2007)-  40 16 07.61168(N)    074 30 45.94440(W) AD(2002.00) 0
 KV6932  ELLIP H (02/10/07)   -4.886  (m)                       GP(2002.00)    
 KV6932  ELLIP H (10/23/02)   -4.872  (m)                       GP(       ) 4 1
 KV6932  NAD 83(1996)-  40 16 07.61195(N)    074 30 45.94453(W) AD(       ) 1
 KV6932  ELLIP H (05/14/99)   -4.874  (m)                       GP(       ) 4 1
 KV6932  NAD 83(1986)-  40 16 07.61186(N)    074 30 45.94665(W) AD(       ) 1
 KV6932  NAVD 88 (01/21/94)   27.8    (m)  GEOID93  model used  GPS OBS        
 KV6932
 KV6932.Superseded values are not recommended for survey control.
 KV6932
 KV6932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6932.See file dsdata.pdf to determine how the superseded data were derived.
 KV6932
 KV6932_MARKER: DD = SURVEY DISK
 KV6932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6932_STAMPING: 11 P 2 1991
 KV6932_MARK LOGO: NJGS
 KV6932_PROJECTION: RECESSED 8 CENTIMETERS
 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 - April 24, 2024
 KV6932
 KV6932  HISTORY     - Date     Condition        Report By
 KV6932  HISTORY     - 1991     MONUMENTED       NJGS
 KV6932  HISTORY     - 19920318 GOOD
 KV6932  HISTORY     - 20140429 GOOD             NJGS
 KV6932  HISTORY     - 20221130 GOOD             NJGS
 KV6932  HISTORY     - 20240424 GOOD             AAAS
 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.
 KV6932
 KV6932                          STATION RECOVERY (2014)
 KV6932
 KV6932'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6932'RECOVERED IN GOOD CONDITION.
 KV6932'
 KV6932'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST
 KV6932'OF JAMESBURG, 4.0 MI (6.4 KM) NORTH-NORTHWEST OF ROOSEVELT AND IN THE
 KV6932'TOWN OF HIGHTSTOWN, NJ, IN EAST WINDSOR TOWNSHIP.
 KV6932'
 KV6932'NOTE-1 FT SOUTH OF A WITNESS POST.
 KV6932'
 KV6932'THE TURNPIKE RAMPS IN THE AREA ARE BEING DEMOLISHED.
 KV6932
 KV6932                          STATION RECOVERY (2022)
 KV6932
 KV6932'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6932'RECOVERED IN GOOD CONDITION.
 KV6932
 KV6932                          STATION RECOVERY (2024)
 KV6932
 KV6932'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6695 ***********************************************************************
 AB6695  DESIGNATION -  11 P 3
 AB6695  PID         -  AB6695
 AB6695  STATE/COUNTY-  NJ/MERCER
 AB6695  COUNTRY     -  US
 AB6695  USGS QUAD   -  ALLENTOWN (2016)
 AB6695
 AB6695                         *CURRENT SURVEY CONTROL
 AB6695  ______________________________________________________________________
 AB6695* NAD 83(1986) POSITION- 40 11 46.     (N) 074 35 48.     (W)   SCALED
 AB6695* NAVD 88 ORTHO HEIGHT -    43.646 (meters)      143.20  (feet) ADJUSTED
 AB6695  ______________________________________________________________________
 AB6695  GEOID HEIGHT    -        -32.693 (meters)                     GEOID18
 AB6695  DYNAMIC HEIGHT  -         43.628 (meters)      143.14  (feet) COMP
 AB6695  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 AB6695
 AB6695  VERT ORDER      -  FIRST     CLASS II
 AB6695
 AB6695.The horizontal coordinates were scaled from a map and have
 AB6695.an estimated accuracy of +/- 6 seconds.
 AB6695
 AB6695.The orthometric height was determined by differential leveling and
 AB6695.adjusted by the NATIONAL GEODETIC SURVEY
 AB6695.in September 1996.
 AB6695
 AB6695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6695.GEOID18 height accuracy estimate available here.
 AB6695
 AB6695.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK343496(NAD 83)
 AB6695
 AB6695                          SUPERSEDED SURVEY CONTROL
 AB6695
 AB6695.No superseded survey control is available for this station.
 AB6695
 AB6695_STAMPING: 11 P 3 1995
 AB6695_MARK LOGO: NJGS
 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  HISTORY     - 20160420 MARK NOT FOUND   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'
 AB6695
 AB6695                          STATION RECOVERY (2016)
 AB6695
 AB6695'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AB6695'THE STRUCTURE, THE BRIDGE INTO WHICH THE STATION WAS SET HAS BEEN
 AB6695'REMOVED AND REPLACED WITH A NEW SPAN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6461 ***********************************************************************
 DK6461  DESIGNATION -  11 P 4
 DK6461  PID         -  DK6461
 DK6461  STATE/COUNTY-  NJ/MERCER
 DK6461  COUNTRY     -  US
 DK6461  USGS QUAD   -  PRINCETON (2019)
 DK6461
 DK6461                         *CURRENT SURVEY CONTROL
 DK6461  ______________________________________________________________________
 DK6461* NAD 83(1986) POSITION- 40 20 35.34   (N) 074 37 47.87   (W)   HD_HELD1
 DK6461* NAVD 88 ORTHO HEIGHT -    17.378 (meters)       57.01  (feet) ADJUSTED
 DK6461  ______________________________________________________________________
 DK6461  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 DK6461  DYNAMIC HEIGHT  -         17.370 (meters)       56.99  (feet) COMP
 DK6461  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 DK6461
 DK6461  VERT ORDER      -  FIRST     CLASS II
 DK6461
 DK6461.The horizontal coordinates were determined by differentially corrected
 DK6461.hand held GPS observations or other comparable positioning techniques
 DK6461.and have an estimated accuracy of +/- 3 meters.
 DK6461
 DK6461.The orthometric height was determined by differential leveling and
 DK6461.adjusted by the NATIONAL GEODETIC SURVEY
 DK6461.in February 2010.
 DK6461
 DK6461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6461.GEOID18 height accuracy estimate available here.
 DK6461
 DK6461.Click photographs - Photos may exist for this station.
 DK6461
 DK6461.The dynamic height is computed by dividing the NAVD 88
 DK6461.geopotential number by the normal gravity value computed on the
 DK6461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6461.degrees latitude (g = 980.6199 gals.).
 DK6461
 DK6461.The modeled gravity was interpolated from observed gravity values.
 DK6461
 DK6461;                    North         East    Units  Estimated Accuracy
 DK6461;SPC NJ       -   167,621.4     138,958.7     MT  (+/- 3 meters HH1 GPS) 
 DK6461
 DK6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3142765910(NAD 83)
 DK6461
 DK6461                          SUPERSEDED SURVEY CONTROL
 DK6461
 DK6461.No superseded survey control is available for this station.
 DK6461
 DK6461_MARKER: DD = SURVEY DISK
 DK6461_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6461_SP_SET: BRIDGE ABUTMENT
 DK6461_STAMPING: 11 P 4 2006
 DK6461_MARK LOGO: NJDCED
 DK6461_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6461+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2020
 DK6461
 DK6461  HISTORY     - Date     Condition        Report By
 DK6461  HISTORY     - 20060613 MONUMENTED       NJGS
 DK6461  HISTORY     - 20171026 GOOD             PBCONS
 DK6461  HISTORY     - 20200925 GOOD             NJGS
 DK6461
 DK6461                          STATION DESCRIPTION
 DK6461
 DK6461'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6461'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, IN THE DELAWARE AND
 DK6461'RARITAN CANAL STATE PARK, MILLSTONE AQUEDUCT.
 DK6461'
 DK6461'TO REACH THE STATION FROM THE SCUDDERS MILL ROAD BRIDGE OVER U.S.
 DK6461'ROUTE 1, GO SOUTH ON U.S. ROUTE 1 TO MAPLETON ROAD ON THE RIGHT, TURN
 DK6461'RIGHT AND GO 0.25 MI (0.4 KM) WEST THAN NORTH ON MAPLETON ROAD TO THE
 DK6461'PARKING LOT ON THE LEFT, TURN INTO THE PARKING LOT AND THE STATION AT
 DK6461'THE WATER EDGE AT THE JUNCTION OF THE MILLSTONE RIVER WITH THE
 DK6461'DELAWARE AND RARITAN CANAL-CARNEGIE LAKE.
 DK6461'
 DK6461'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE EAST
 DK6461'CONCRETE ABUTMENT RETAINING WALL FOR THE BRIDGE CARRYING PEDESTRIAN
 DK6461'TRAFFIC OVER THE MILLSTONE RIVER-CANAL OVERFLOW WEIR ON THE SOUTH SIDE
 DK6461'OF THE CANAL,
 DK6461'
 DK6461'82 FT (25.0 M) WEST OF THE CENTERLINE OF THE PEDESTRIAN BRIDGE
 DK6461'SPANNING THE CANAL, 170 FT (51.8 M) NORTHWEST OF THE NORTHWEST CORNER
 DK6461'OF THE PARKING LOT, 6.7 FT (2.0 M) SOUTHEAST OF THE NORTHWEST CORNER
 DK6461'OF THE ABUTMENT, 105 FT (32.0 M) NORTHWEST OF THE NORTHWEST POST FOR A
 DK6461'PARK INFORMATION SIGN, AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE
 DK6461'WALKWAY.
 DK6461
 DK6461                          STATION RECOVERY (2017)
 DK6461
 DK6461'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DK6461'RECOVERED IN GOOD CONDITION.
 DK6461
 DK6461                          STATION RECOVERY (2020)
 DK6461
 DK6461'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DK6461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5857 ***********************************************************************
 DP5857  DESIGNATION -  11 P 5
 DP5857  PID         -  DP5857
 DP5857  STATE/COUNTY-  NJ/MERCER
 DP5857  COUNTRY     -  US
 DP5857  USGS QUAD   -  ALLENTOWN (2016)
 DP5857
 DP5857                         *CURRENT SURVEY CONTROL
 DP5857  ______________________________________________________________________
 DP5857* NAD 83(1986) POSITION- 40 14 12.84   (N) 074 35 09.02   (W)   HD_HELD1
 DP5857* NAVD 88 ORTHO HEIGHT -    25.603 (meters)       84.00  (feet) ADJUSTED
 DP5857  ______________________________________________________________________
 DP5857  GEOID HEIGHT    -        -32.778 (meters)                     GEOID18
 DP5857  DYNAMIC HEIGHT  -         25.592 (meters)       83.96  (feet) COMP
 DP5857  MODELED GRAVITY -    980,197.5   (mgal)                       NAVD 88
 DP5857
 DP5857  VERT ORDER      -  FIRST     CLASS II
 DP5857
 DP5857.The horizontal coordinates were determined by differentially corrected
 DP5857.hand held GPS observations or other comparable positioning techniques
 DP5857.and have an estimated accuracy of +/- 3 meters.
 DP5857
 DP5857.The orthometric height was determined by differential leveling and
 DP5857.adjusted by the NATIONAL GEODETIC SURVEY
 DP5857.in April 2015.
 DP5857
 DP5857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5857.GEOID18 height accuracy estimate available here.
 DP5857
 DP5857.Click photographs - Photos may exist for this station.
 DP5857
 DP5857.The dynamic height is computed by dividing the NAVD 88
 DP5857.geopotential number by the normal gravity value computed on the
 DP5857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5857.degrees latitude (g = 980.6199 gals.).
 DP5857
 DP5857.The modeled gravity was interpolated from observed gravity values.
 DP5857
 DP5857;                    North         East    Units  Estimated Accuracy
 DP5857;SPC NJ       -   155,820.0     142,696.0     MT  (+/- 3 meters HH1 GPS) 
 DP5857
 DP5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3523054133(NAD 83)
 DP5857
 DP5857                          SUPERSEDED SURVEY CONTROL
 DP5857
 DP5857.No superseded survey control is available for this station.
 DP5857
 DP5857_MARKER: DD = SURVEY DISK
 DP5857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5857_SP_SET: BRIDGE ABUTMENT
 DP5857_STAMPING: 11 P 5 2014
 DP5857_MARK LOGO: NJGS
 DP5857_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5857+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 DP5857
 DP5857  HISTORY     - Date     Condition        Report By
 DP5857  HISTORY     - 20140326 MONUMENTED       NJGS
 DP5857  HISTORY     - 20170424 GOOD             BOSWEL
 DP5857  HISTORY     - 20201201 GOOD             NJGS
 DP5857
 DP5857                          STATION DESCRIPTION
 DP5857
 DP5857'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5857'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF ROOSEVELT, 4.1 MI
 DP5857'(6.6 KM) NORTH OF ALLENTOWN AND 4.0 MI (6.4 KM) SOUTHWEST OF
 DP5857'HIGHTSTOWN, IN ROBBINSVILLE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DP5857'ABUTMENT IN THE SIDEWALK AREA OF THE SOUTHWEST ABUTMENT OF THE
 DP5857'SOUTHBOUND LANES OF U.S. HIGHWAY 130 LANES SPANNING THE ASSUMPINK
 DP5857'CREEK.
 DP5857'
 DP5857'TO REACH FROM THE INTERSECTION OF GORDEN ROAD/CHURCH STREET AND
 DP5857'HIGHWAY 130, GO 0.4 MI (0.6 KM) SOUTHWEST ON HIGHWAY 130 TO THE BRIDGE
 DP5857'AND STATION ON THE RIGHT.
 DP5857'
 DP5857'THE STATION IS 2.5 FT (0.8 M) NORTHWEST OF THE NORTHWEST CURB OF
 DP5857'HIGHWAY 130, 28 FT (8.5 M) SOUTHWEST OF THE CENTER OF THE BRIDGE, 52.8
 DP5857'FT (16.1 M) WEST OF POLE NUMBER JC61679, 144.8 FT (44.1 M) WEST OF
 DP5857'POLE NUMBER JC61678.
 DP5857
 DP5857                          STATION RECOVERY (2017)
 DP5857
 DP5857'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (AB)
 DP5857'RECOVERED IN GOOD CONDITION.
 DP5857
 DP5857                          STATION RECOVERY (2020)
 DP5857
 DP5857'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DP5857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6340 ***********************************************************************
 KV6340  DESIGNATION -  11 Q 1
 KV6340  PID         -  KV6340
 KV6340  STATE/COUNTY-  NJ/MERCER
 KV6340  COUNTRY     -  US
 KV6340  USGS QUAD   -  TRENTON EAST (2019)
 KV6340
 KV6340                         *CURRENT SURVEY CONTROL
 KV6340  ______________________________________________________________________
 KV6340* NAD 83(2011) POSITION- 40 12 01.11286(N) 074 37 32.59600(W)   ADJUSTED
 KV6340* NAD 83(2011) ELLIP HT-    -8.355 (meters)        (06/27/12)   ADJUSTED
 KV6340* NAD 83(2011) EPOCH   -  2010.00
 KV6340* NAVD 88 ORTHO HEIGHT -    24.413 (meters)       80.10  (feet) ADJUSTED
 KV6340  ______________________________________________________________________
 KV6340  GEOID HEIGHT    -        -32.772 (meters)                     GEOID18
 KV6340  NAD 83(2011) X  -  1,293,370.786 (meters)                     COMP
 KV6340  NAD 83(2011) Y  - -4,703,799.832 (meters)                     COMP
 KV6340  NAD 83(2011) Z  -  4,094,993.235 (meters)                     COMP
 KV6340  LAPLACE CORR    -          4.93  (seconds)                    DEFLEC18
 KV6340  DYNAMIC HEIGHT  -         24.403 (meters)       80.06  (feet) COMP
 KV6340  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 KV6340
 KV6340  VERT ORDER      -  FIRST     CLASS II
 KV6340
 KV6340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6340  Standards:
 KV6340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6340  -------------------------------------------------------------------
 KV6340  NETWORK    0.33   0.61           0.15   0.12   0.31      0.07388335
 KV6340  -------------------------------------------------------------------
 KV6340  Click here for local accuracies and other accuracy information.
 KV6340
 KV6340.The horizontal coordinates were established by GPS observations
 KV6340.and adjusted by the National Geodetic Survey in June 2012.
 KV6340
 KV6340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6340.been affixed to the stable North American tectonic plate. See 
 KV6340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6340
 KV6340.The horizontal coordinates are valid at the epoch date displayed above
 KV6340.which is a decimal equivalence of Year/Month/Day.
 KV6340
 KV6340.The orthometric height was determined by differential leveling and
 KV6340.adjusted by the NATIONAL GEODETIC SURVEY
 KV6340.in June 1991.
 KV6340
 KV6340.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6340.GEOID18 height accuracy estimate available here.
 KV6340
 KV6340.Click photographs - Photos may exist for this station.
 KV6340
 KV6340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6340
 KV6340.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6340
 KV6340.The ellipsoidal height was determined by GPS observations
 KV6340.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6340
 KV6340;                    North         East     Units Scale Factor Converg.
 KV6340;SPC NJ       -   151,761.400   139,296.694   MT  0.99990141   -0 04 52.1
 KV6340;SPC NJ       -   497,903.86    457,009.24   sFT  0.99990141   -0 04 52.1
 KV6340;UTM  18      - 4,450,057.115   531,854.823   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  =   0.99961380
 KV6340
 KV6340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3185450057(NAD 83)
 KV6340
 KV6340                          SUPERSEDED SURVEY CONTROL
 KV6340
 KV6340  NAD 83(2007)-  40 12 01.11328(N)    074 37 32.59668(W) AD(2002.00) 0
 KV6340  ELLIP H (02/10/07)   -8.349  (m)                       GP(2002.00)    
 KV6340  NAD 83(1996)-  40 12 01.11340(N)    074 37 32.59672(W) AD(       ) 1
 KV6340  ELLIP H (04/17/03)   -8.324  (m)                       GP(       ) 3 1
 KV6340  NAVD 88              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
 KV6340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6340.See file dsdata.pdf to determine how the superseded data were derived.
 KV6340
 KV6340_MARKER: DD = SURVEY DISK
 KV6340_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV6340_STAMPING: 11 Q 1 1989
 KV6340_MARK LOGO: NJGS
 KV6340_PROJECTION: RECESSED 76 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 - June 27, 2006
 KV6340
 KV6340  HISTORY     - Date     Condition        Report By
 KV6340  HISTORY     - 1989     MONUMENTED       NJDT
 KV6340  HISTORY     - 19890630 GOOD             NJGS
 KV6340  HISTORY     - 20020202 GOOD             NJGS
 KV6340  HISTORY     - 20060627 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                          STATION RECOVERY (2006)
 KV6340
 KV6340'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (MVI)
 KV6340'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONAL INFORMATION.
 KV6340'
 KV6340'THERE HAS BEEN AN UNDERGROUND UTILITY LINE DUG AND BACKFILLED NEAR THE
 KV6340'STATION IN THE CENTER MEDIAN. THIS BACKFILLING HAS CAUSED ADDITION
 KV6340'DIRT TO BE PLACED ON THE STATION.  TWO METAL WITNESS POST WITH SIGNS
 KV6340'WERE INSTALLED ON THE NORTH AND SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6933 ***********************************************************************
 KV6933  DESIGNATION -  11 Q 2
 KV6933  PID         -  KV6933
 KV6933  STATE/COUNTY-  NJ/MERCER
 KV6933  COUNTRY     -  US
 KV6933  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6933
 KV6933                         *CURRENT SURVEY CONTROL
 KV6933  ______________________________________________________________________
 KV6933* NAD 83(2011) POSITION- 40 15 33.70202(N) 074 31 47.36387(W)   ADJUSTED
 KV6933* NAD 83(2011) ELLIP HT-     5.377 (meters)        (06/27/12)   ADJUSTED
 KV6933* NAD 83(2011) EPOCH   -  2010.00
 KV6933* NAVD 88 ORTHO HEIGHT -    38.091 (meters)      124.97  (feet) ADJUSTED
 KV6933  ______________________________________________________________________
 KV6933  GEOID HEIGHT    -        -32.705 (meters)                     GEOID18
 KV6933  NAD 83(2011) X  -  1,300,115.050 (meters)                     COMP
 KV6933  NAD 83(2011) Y  - -4,697,557.065 (meters)                     COMP
 KV6933  NAD 83(2011) Z  -  4,100,008.215 (meters)                     COMP
 KV6933  LAPLACE CORR    -          4.84  (seconds)                    DEFLEC18
 KV6933  DYNAMIC HEIGHT  -         38.075 (meters)      124.92  (feet) COMP
 KV6933  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 KV6933
 KV6933  VERT ORDER      -  FIRST     CLASS II
 KV6933
 KV6933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6933  Standards:
 KV6933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6933  -------------------------------------------------------------------
 KV6933  NETWORK    0.63   0.73           0.21   0.29   0.37      0.17849593
 KV6933  -------------------------------------------------------------------
 KV6933  Click here for local accuracies and other accuracy information.
 KV6933
 KV6933.The horizontal coordinates were established by GPS observations
 KV6933.and adjusted by the National Geodetic Survey in June 2012.
 KV6933
 KV6933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6933.been affixed to the stable North American tectonic plate. See 
 KV6933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6933
 KV6933.The horizontal coordinates are valid at the epoch date displayed above
 KV6933.which is a decimal equivalence of Year/Month/Day.
 KV6933
 KV6933.The orthometric height was determined by differential leveling and
 KV6933.adjusted by the NATIONAL GEODETIC SURVEY
 KV6933.in April 2015.
 KV6933
 KV6933.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6933.GEOID18 height accuracy estimate available here.
 KV6933
 KV6933.Click photographs - Photos may exist for this station.
 KV6933
 KV6933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6933
 KV6933.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6933
 KV6933.The ellipsoidal height was determined by GPS observations
 KV6933.and is referenced to NAD 83.
 KV6933
 KV6933.The dynamic height is computed by dividing the NAVD 88
 KV6933.geopotential number by the normal gravity value computed on the
 KV6933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6933.degrees latitude (g = 980.6199 gals.).
 KV6933
 KV6933.The modeled gravity was interpolated from observed gravity values.
 KV6933
 KV6933. The following values were computed from the NAD 83(2011) position.
 KV6933
 KV6933;                    North         East     Units Scale Factor Converg.
 KV6933;SPC NJ       -   158,310.730   147,463.189   MT  0.99990008   -0 01 09.4
 KV6933;SPC NJ       -   519,391.12    483,802.15   sFT  0.99990008   -0 01 09.4
 KV6933;UTM  18      - 4,456,650.491   539,981.961   MT  0.99961968   +0 18 13.9
 KV6933
 KV6933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6933!SPC NJ       -   0.99999916  x   0.99990008  =   0.99989924
 KV6933!UTM  18      -   0.99999916  x   0.99961968  =   0.99961884
 KV6933
 KV6933:                Primary Azimuth Mark                     Grid Az
 KV6933:SPC NJ       -  11 R 2                                   291 23 53.4
 KV6933:UTM  18      -  11 R 2                                   291 04 30.1
 KV6933
 KV6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3998156650(NAD 83)
 KV6933
 KV6933|---------------------------------------------------------------------|
 KV6933| PID    Reference Object                     Distance      Geod. Az  |
 KV6933|                                                           dddmmss.s |
 KV6933| KV6934 11 R 2                              451.540 METERS 2912244.0 |
 KV6933|---------------------------------------------------------------------|
 KV6933
 KV6933                          SUPERSEDED SURVEY CONTROL
 KV6933
 KV6933  NAD 83(2007)-  40 15 33.70239(N)    074 31 47.36450(W) AD(2002.00) 0
 KV6933  ELLIP H (02/10/07)    5.389  (m)                       GP(2002.00)    
 KV6933  ELLIP H (10/23/02)    5.404  (m)                       GP(       ) 4 1
 KV6933  NAD 83(1996)-  40 15 33.70269(N)    074 31 47.36458(W) AD(       ) 1
 KV6933  ELLIP H (05/14/99)    5.402  (m)                       GP(       ) 4 1
 KV6933  NAD 83(1986)-  40 15 33.70259(N)    074 31 47.36671(W) AD(       ) 1
 KV6933  NAVD 88 (01/21/94)   38.1    (m)  GEOID93  model used  GPS OBS        
 KV6933
 KV6933.Superseded values are not recommended for survey control.
 KV6933
 KV6933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6933.See file dsdata.pdf to determine how the superseded data were derived.
 KV6933
 KV6933_MARKER: DD = SURVEY DISK
 KV6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6933_STAMPING: 11 Q 2 1991
 KV6933_MARK LOGO: NJGS
 KV6933_PROJECTION: FLUSH
 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 - April 29, 2014
 KV6933
 KV6933  HISTORY     - Date     Condition        Report By
 KV6933  HISTORY     - 1991     MONUMENTED       NJGS
 KV6933  HISTORY     - 19920319 GOOD
 KV6933  HISTORY     - 20140429 GOOD             NJGS
 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.
 KV6933
 KV6933                          STATION RECOVERY (2014)
 KV6933
 KV6933'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6933'RECOVERED IN GOOD CONDITION.
 KV6933'
 KV6933'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST
 KV6933'OF ALLENTOWN, 4.0 MI (6.4 KM) NORTHWEST OF ROOSEVELT AND 0.8 MI (1.3
 KV6933'KM) SOUTH-SOUTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP, ON THE
 KV6933'GROUNDS OF THE HIGHTSTOWN HIGH SCHOOL ATHLETIC FIELDS, NEAR THE WEST
 KV6933'END OF LESHIN LANE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6696 ***********************************************************************
 AB6696  DESIGNATION -  11 Q 3
 AB6696  PID         -  AB6696
 AB6696  STATE/COUNTY-  NJ/MERCER
 AB6696  COUNTRY     -  US
 AB6696  USGS QUAD   -  ALLENTOWN (2016)
 AB6696
 AB6696                         *CURRENT SURVEY CONTROL
 AB6696  ______________________________________________________________________
 AB6696* NAD 83(1986) POSITION- 40 12 18.     (N) 074 35 58.     (W)   SCALED
 AB6696* NAVD 88 ORTHO HEIGHT -    32.445 (meters)      106.45  (feet) ADJUSTED
 AB6696  ______________________________________________________________________
 AB6696  GEOID HEIGHT    -        -32.723 (meters)                     GEOID18
 AB6696  DYNAMIC HEIGHT  -         32.432 (meters)      106.40  (feet) COMP
 AB6696  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 AB6696
 AB6696  VERT ORDER      -  FIRST     CLASS II
 AB6696
 AB6696.The horizontal coordinates were scaled from a map and have
 AB6696.an estimated accuracy of +/- 6 seconds.
 AB6696
 AB6696.The orthometric height was determined by differential leveling and
 AB6696.adjusted by the NATIONAL GEODETIC SURVEY
 AB6696.in September 1996.
 AB6696
 AB6696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6696.GEOID18 height accuracy estimate available here.
 AB6696
 AB6696.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK340505(NAD 83)
 AB6696
 AB6696                          SUPERSEDED SURVEY CONTROL
 AB6696
 AB6696.No superseded survey control is available for this station.
 AB6696
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6462 ***********************************************************************
 DK6462  DESIGNATION -  11 Q 4
 DK6462  PID         -  DK6462
 DK6462  STATE/COUNTY-  NJ/MIDDLESEX
 DK6462  COUNTRY     -  US
 DK6462  USGS QUAD   -  PRINCETON (2019)
 DK6462
 DK6462                         *CURRENT SURVEY CONTROL
 DK6462  ______________________________________________________________________
 DK6462* NAD 83(1986) POSITION- 40 20 30.     (N) 074 37 31.     (W)   SCALED
 DK6462* NAVD 88 ORTHO HEIGHT -    28.174 (meters)       92.43  (feet) ADJUSTED
 DK6462  ______________________________________________________________________
 DK6462  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 DK6462  DYNAMIC HEIGHT  -         28.161 (meters)       92.39  (feet) COMP
 DK6462  MODELED GRAVITY -    980,172.9   (mgal)                       NAVD 88
 DK6462
 DK6462  VERT ORDER      -  FIRST     CLASS II
 DK6462
 DK6462.The horizontal coordinates were scaled from a map and have
 DK6462.an estimated accuracy of +/- 6 seconds.
 DK6462
 DK6462.The orthometric height was determined by differential leveling and
 DK6462.adjusted by the NATIONAL GEODETIC SURVEY
 DK6462.in February 2010.
 DK6462
 DK6462.No vertical observational check was made to the station.
 DK6462
 DK6462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6462.GEOID18 height accuracy estimate available here.
 DK6462
 DK6462.Click photographs - Photos may exist for this station.
 DK6462
 DK6462.The dynamic height is computed by dividing the NAVD 88
 DK6462.geopotential number by the normal gravity value computed on the
 DK6462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6462.degrees latitude (g = 980.6199 gals.).
 DK6462
 DK6462.The modeled gravity was interpolated from observed gravity values.
 DK6462
 DK6462;                    North         East    Units  Estimated Accuracy
 DK6462;SPC NJ       -   167,460.      139,360.      MT  (+/- 180 meters Scaled)
 DK6462
 DK6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK318657(NAD 83)
 DK6462
 DK6462                          SUPERSEDED SURVEY CONTROL
 DK6462
 DK6462.No superseded survey control is available for this station.
 DK6462
 DK6462_MARKER: DD = SURVEY DISK
 DK6462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6462_STAMPING: 11 Q 4 2006
 DK6462_MARK LOGO: NJGS
 DK6462_PROJECTION: FLUSH
 DK6462_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6462+STABILITY: SURFACE MOTION
 DK6462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6462+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DK6462
 DK6462  HISTORY     - Date     Condition        Report By
 DK6462  HISTORY     - 20060613 MONUMENTED       NJGS
 DK6462
 DK6462                          STATION DESCRIPTION
 DK6462
 DK6462'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6462'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, ON THE SOUTHEAST SIDE
 DK6462'OF U.S. ROUTE 1, IN FRONT OF THE FMC CHEMICAL RESEARCH AND DEVELOPMENT
 DK6462'CENTER.  THE STATION IS ACROSS THE HIGHWAY FROM THE COURTYARD AT THE
 DK6462'MARRIOT HOTEL COMPLEX.
 DK6462'
 DK6462'TO REACH THE STATION FROM THE CENTER OF THE U.S. ROUTE 1 BRIDGE OVER
 DK6462'THE MILLSTONE RIVER, GO 0.3 MI (0.48 KM) NORTH ON ROUTE 1 TO THE
 DK6462'STATION ON THE RIGHT.  THE STATION IS ALSO ABOUT 0.2 MI (0.32 KM)
 DK6462'SOUTHWEST FROM THE SCUDDERS MILL BRIDGE OVER U.S. ROUTE 1.
 DK6462'
 DK6462'THE STATION IS 11.3 FT (3.4 M) SOUTHEAST OF THE SOUTHEAST CURB OF
 DK6462'NORTHBOUND ROUTE 1, 88.5 FT (27.3 M) NORTHEAST OF POLE NUMBER 840PO,
 DK6462'110 FT (289.6 M) NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY LEADING
 DK6462'INTO FMC COMPLEX, 50.1 FT (15.3 M) NORTH OF A PSEG MANHOLE IN THE
 DK6462'GRASS, 83 FT (25.3 M) WEST OF THE SOUTHWEST CORNER OF THE PARKING LOT
 DK6462'FOR FMC, AND 114.8 FT (35.0 M) SOUTHWEST OF POLE NUMBER 841PO.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5858 ***********************************************************************
 DP5858  DESIGNATION -  11 Q 5
 DP5858  PID         -  DP5858
 DP5858  STATE/COUNTY-  NJ/MERCER
 DP5858  COUNTRY     -  US
 DP5858  USGS QUAD   -  ALLENTOWN (2016)
 DP5858
 DP5858                         *CURRENT SURVEY CONTROL
 DP5858  ______________________________________________________________________
 DP5858* NAD 83(1986) POSITION- 40 13 33.36   (N) 074 36 15.35   (W)   HD_HELD1
 DP5858* NAVD 88 ORTHO HEIGHT -    33.635 (meters)      110.35  (feet) ADJUSTED
 DP5858  ______________________________________________________________________
 DP5858  GEOID HEIGHT    -        -32.793 (meters)                     GEOID18
 DP5858  DYNAMIC HEIGHT  -         33.621 (meters)      110.30  (feet) COMP
 DP5858  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 DP5858
 DP5858  VERT ORDER      -  FIRST     CLASS II
 DP5858
 DP5858.The horizontal coordinates were determined by differentially corrected
 DP5858.hand held GPS observations or other comparable positioning techniques
 DP5858.and have an estimated accuracy of +/- 3 meters.
 DP5858
 DP5858.The orthometric height was determined by differential leveling and
 DP5858.adjusted by the NATIONAL GEODETIC SURVEY
 DP5858.in April 2015.
 DP5858
 DP5858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5858.GEOID18 height accuracy estimate available here.
 DP5858
 DP5858.Click photographs - Photos may exist for this station.
 DP5858
 DP5858.The dynamic height is computed by dividing the NAVD 88
 DP5858.geopotential number by the normal gravity value computed on the
 DP5858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5858.degrees latitude (g = 980.6199 gals.).
 DP5858
 DP5858.The modeled gravity was interpolated from observed gravity values.
 DP5858
 DP5858;                    North         East    Units  Estimated Accuracy
 DP5858;SPC NJ       -   154,604.0     141,126.8     MT  (+/- 3 meters HH1 GPS) 
 DP5858
 DP5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3366852909(NAD 83)
 DP5858
 DP5858                          SUPERSEDED SURVEY CONTROL
 DP5858
 DP5858.No superseded survey control is available for this station.
 DP5858
 DP5858_MARKER: DD = SURVEY DISK
 DP5858_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5858_SP_SET: LIGHT BASE
 DP5858_STAMPING: 11 Q 5 2014
 DP5858_MARK LOGO: NJGS
 DP5858_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5858+STABILITY: SURFACE MOTION
 DP5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5858+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DP5858
 DP5858  HISTORY     - Date     Condition        Report By
 DP5858  HISTORY     - 20140326 MONUMENTED       NJGS
 DP5858  HISTORY     - 20161227 GOOD             SKLAR
 DP5858  HISTORY     - 20221025 GOOD             NJGS
 DP5858
 DP5858                          STATION DESCRIPTION
 DP5858
 DP5858'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5858'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST OF ROOSEVELT, 5.2
 DP5858'MI (8.4 KM) SOUTHWEST OF HIGHTSTOWN AND 3.5 MI (5.6 KM)
 DP5858'NORTH-NORTHWEST OF ALLENTOWN, IN ROBBINSVILLE TOWNSHIP.
 DP5858'
 DP5858'THE STATION IS SET IN A DRILL HOLE IN THE ROUND CONCRETE BASE FOR A
 DP5858'PARKING LIGHT AT THE NORTHEAST CORNER OF THE PARKING LOT FOR SEVERAL
 DP5858'STORES (WOODSIDE AT WASHINGTON), AT THE SOUTHWEST CORNER OF WOODSIDE
 DP5858'ROAD AND NORTHBOUND U.S. HIGHWAY 130.
 DP5858'
 DP5858'THE STATION IS 97 FT (29.6 M) SOUTHWEST OF THE CENTERLINE OF WOODSIDE
 DP5858'ROAD, 52 FT (15.8 M) SOUTHEAST OF THE SOUTHEAST CURB OF NORTHBOUND
 DP5858'HIGHWAY 130, 69 FT (21.0 M) EAST OF POLE NUMBER 40031WAFL250HP, 80.5
 DP5858'FT (24.5 M) SOUTHWEST OF THE SOUTHWEST CURB OF WOODSIDE ROAD.
 DP5858
 DP5858                          STATION RECOVERY (2016)
 DP5858
 DP5858'RECOVERY NOTE BY DENNIS W SKLAR INC 2016 (JWS)
 DP5858'LONG STATIC GPS OBSERVATIONS RELATIVE TO CORS NJTR HOLDING PROVIDED
 DP5858'NAVD88 ELEVATION AT THE ARP AND GEOID12B PROVIDED A VERIFICATION OF
 DP5858'THE
 DP5858'MONUMENT ELEVATION WITHIN 3 CENTIMETERS. THE GEOGRAPHIC COORDINATES OF
 DP5858'
 DP5858'THE MONUMENT WERE DETERMINED TO BE NORTH 40 DEGREES 13 MINUTES
 DP5858'33.36740
 DP5858'SECONDS AND WEST 74 DEGREES 36 MINUTES 15.35521 SECONDS.
 DP5858
 DP5858                          STATION RECOVERY (2022)
 DP5858
 DP5858'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DP5858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6339 ***********************************************************************
 KV6339  DESIGNATION -  11 R 1
 KV6339  PID         -  KV6339
 KV6339  STATE/COUNTY-  NJ/MERCER
 KV6339  COUNTRY     -  US
 KV6339  USGS QUAD   -  TRENTON EAST (2019)
 KV6339
 KV6339                         *CURRENT SURVEY CONTROL
 KV6339  ______________________________________________________________________
 KV6339* NAD 83(1986) POSITION- 40 12 10.     (N) 074 38 50.     (W)   SCALED
 KV6339* NAVD 88 ORTHO HEIGHT -    31.991 (meters)      104.96  (feet) ADJUSTED
 KV6339  ______________________________________________________________________
 KV6339  GEOID HEIGHT    -        -32.832 (meters)                     GEOID18
 KV6339  DYNAMIC HEIGHT  -         31.977 (meters)      104.91  (feet) COMP
 KV6339  MODELED GRAVITY -    980,195.0   (mgal)                       NAVD 88
 KV6339
 KV6339  VERT ORDER      -  FIRST     CLASS II
 KV6339
 KV6339.The horizontal coordinates were scaled from a map and have
 KV6339.an estimated accuracy of +/- 6 seconds.
 KV6339
 KV6339.The orthometric height was determined by differential leveling and
 KV6339.adjusted by the NATIONAL GEODETIC SURVEY
 KV6339.in June 1991.
 KV6339
 KV6339.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6339.GEOID18 height accuracy estimate available here.
 KV6339
 KV6339.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK300503(NAD 83)
 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
 KV6339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6339.See file dsdata.pdf to determine how the superseded data were derived.
 KV6339
 KV6339_MARKER: DD = SURVEY DISK
 KV6339_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6934 ***********************************************************************
 KV6934  DESIGNATION -  11 R 2
 KV6934  PID         -  KV6934
 KV6934  STATE/COUNTY-  NJ/MERCER
 KV6934  COUNTRY     -  US
 KV6934  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6934
 KV6934                         *CURRENT SURVEY CONTROL
 KV6934  ______________________________________________________________________
 KV6934* NAD 83(2011) POSITION- 40 15 39.03816(N) 074 32 05.15774(W)   ADJUSTED
 KV6934* NAD 83(2011) ELLIP HT-     4.950 (meters)        (06/27/12)   ADJUSTED
 KV6934* NAD 83(2011) EPOCH   -  2010.00
 KV6934* NAVD 88 ORTHO HEIGHT -    37.684 (meters)      123.63  (feet) ADJUSTED
 KV6934  ______________________________________________________________________
 KV6934  GEOID HEIGHT    -        -32.720 (meters)                     GEOID18
 KV6934  NAD 83(2011) X  -  1,299,681.350 (meters)                     COMP
 KV6934  NAD 83(2011) Y  - -4,697,566.374 (meters)                     COMP
 KV6934  NAD 83(2011) Z  -  4,100,133.540 (meters)                     COMP
 KV6934  LAPLACE CORR    -          4.90  (seconds)                    DEFLEC18
 KV6934  DYNAMIC HEIGHT  -         37.668 (meters)      123.58  (feet) COMP
 KV6934  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 KV6934
 KV6934  VERT ORDER      -  FIRST     CLASS II
 KV6934
 KV6934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6934  Standards:
 KV6934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6934  -------------------------------------------------------------------
 KV6934  NETWORK    0.77   0.84           0.24   0.36   0.43      0.22864439
 KV6934  -------------------------------------------------------------------
 KV6934  Click here for local accuracies and other accuracy information.
 KV6934
 KV6934.The horizontal coordinates were established by GPS observations
 KV6934.and adjusted by the National Geodetic Survey in June 2012.
 KV6934
 KV6934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6934.been affixed to the stable North American tectonic plate. See 
 KV6934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6934
 KV6934.The horizontal coordinates are valid at the epoch date displayed above
 KV6934.which is a decimal equivalence of Year/Month/Day.
 KV6934
 KV6934.The orthometric height was determined by differential leveling and
 KV6934.adjusted by the NATIONAL GEODETIC SURVEY
 KV6934.in April 2015.
 KV6934
 KV6934.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6934.GEOID18 height accuracy estimate available here.
 KV6934
 KV6934.Click photographs - Photos may exist for this station.
 KV6934
 KV6934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6934
 KV6934.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6934
 KV6934.The ellipsoidal height was determined by GPS observations
 KV6934.and is referenced to NAD 83.
 KV6934
 KV6934.The dynamic height is computed by dividing the NAVD 88
 KV6934.geopotential number by the normal gravity value computed on the
 KV6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6934.degrees latitude (g = 980.6199 gals.).
 KV6934
 KV6934.The modeled gravity was interpolated from observed gravity values.
 KV6934
 KV6934. The following values were computed from the NAD 83(2011) position.
 KV6934
 KV6934;                    North         East     Units Scale Factor Converg.
 KV6934;SPC NJ       -   158,475.456   147,042.817   MT  0.99990011   -0 01 20.9
 KV6934;SPC NJ       -   519,931.56    482,422.98   sFT  0.99990011   -0 01 20.9
 KV6934;UTM  18      - 4,456,812.799   539,560.785   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 53.4
 KV6934:UTM  18      -  11 Q 2                                   111 04 30.1
 KV6934
 KV6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3956056812(NAD 83)
 KV6934
 KV6934|---------------------------------------------------------------------|
 KV6934| PID    Reference Object                     Distance      Geod. Az  |
 KV6934|                                                           dddmmss.s |
 KV6934| KV6933 11 Q 2                              451.540 METERS 1112232.5 |
 KV6934|---------------------------------------------------------------------|
 KV6934
 KV6934                          SUPERSEDED SURVEY CONTROL
 KV6934
 KV6934  NAD 83(2007)-  40 15 39.03853(N)    074 32 05.15838(W) AD(2002.00) 0
 KV6934  ELLIP H (02/10/07)    4.961  (m)                       GP(2002.00)    
 KV6934  ELLIP H (10/23/02)    4.977  (m)                       GP(       ) 4 1
 KV6934  NAD 83(1996)-  40 15 39.03884(N)    074 32 05.15845(W) AD(       ) 1
 KV6934  ELLIP H (05/14/99)    4.975  (m)                       GP(       ) 4 1
 KV6934  NAD 83(1986)-  40 15 39.03874(N)    074 32 05.16055(W) AD(       ) 1
 KV6934  NAVD 88 (01/21/94)   37.7    (m)  GEOID93  model used  GPS OBS        
 KV6934
 KV6934.Superseded values are not recommended for survey control.
 KV6934
 KV6934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6934.See file dsdata.pdf to determine how the superseded data were derived.
 KV6934
 KV6934_MARKER: DD = SURVEY DISK
 KV6934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6934_STAMPING: 11 R 2 1991
 KV6934_MARK LOGO: NJGS
 KV6934_PROJECTION: RECESSED 10 CENTIMETERS
 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 - November 18, 2019
 KV6934
 KV6934  HISTORY     - Date     Condition        Report By
 KV6934  HISTORY     - 1991     MONUMENTED       NJGS
 KV6934  HISTORY     - 19920319 GOOD
 KV6934  HISTORY     - 20140429 GOOD             NJGS
 KV6934  HISTORY     - 20191118 GOOD             GPI
 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.
 KV6934
 KV6934                          STATION RECOVERY (2014)
 KV6934
 KV6934'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6934'RECOVERED IN GOOD CONDITION.
 KV6934'
 KV6934'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST
 KV6934'OF ALLENTOWN, 4.3 MI (6.9 KM) NORTHWEST OF ROOSEVELT AND 0.8 MI (1.3
 KV6934'KM) SOUTHWEST OF HIGHTSTOWN.
 KV6934'
 KV6934'THE STATION IS AT THE NORTHWEST EDGE OF THE ATHLETIC FIELDS FOR
 KV6934'HIGHTSTOWN HIGH SCHOOL.
 KV6934
 KV6934                          STATION RECOVERY (2019)
 KV6934
 KV6934'RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)
 KV6934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9625 ***********************************************************************
 DJ9625  DESIGNATION -  11 R 4
 DJ9625  PID         -  DJ9625
 DJ9625  STATE/COUNTY-  NJ/MERCER
 DJ9625  COUNTRY     -  US
 DJ9625  USGS QUAD   -  ALLENTOWN (2016)
 DJ9625
 DJ9625                         *CURRENT SURVEY CONTROL
 DJ9625  ______________________________________________________________________
 DJ9625* NAD 83(1986) POSITION- 40 12 56.75   (N) 074 36 25.97   (W)   HD_HELD1
 DJ9625* NAVD 88 ORTHO HEIGHT -    27.787 (meters)       91.16  (feet) ADJUSTED
 DJ9625  ______________________________________________________________________
 DJ9625  GEOID HEIGHT    -        -32.772 (meters)                     GEOID18
 DJ9625  DYNAMIC HEIGHT  -         27.776 (meters)       91.13  (feet) COMP
 DJ9625  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 DJ9625
 DJ9625  VERT ORDER      -  FIRST     CLASS II
 DJ9625
 DJ9625.The horizontal coordinates were determined by differentially corrected
 DJ9625.hand held GPS observations or other comparable positioning techniques
 DJ9625.and have an estimated accuracy of +/- 3 meters.
 DJ9625
 DJ9625.The orthometric height was determined by differential leveling and
 DJ9625.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9625.in February 2010.
 DJ9625
 DJ9625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9625.GEOID18 height accuracy estimate available here.
 DJ9625
 DJ9625.Click photographs - Photos may exist for this station.
 DJ9625
 DJ9625.The dynamic height is computed by dividing the NAVD 88
 DJ9625.geopotential number by the normal gravity value computed on the
 DJ9625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9625.degrees latitude (g = 980.6199 gals.).
 DJ9625
 DJ9625.The modeled gravity was interpolated from observed gravity values.
 DJ9625
 DJ9625;                    North         East    Units  Estimated Accuracy
 DJ9625;SPC NJ       -   153,475.2     140,874.4     MT  (+/- 3 meters HH1 GPS) 
 DJ9625
 DJ9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3342251779(NAD 83)
 DJ9625
 DJ9625                          SUPERSEDED SURVEY CONTROL
 DJ9625
 DJ9625.No superseded survey control is available for this station.
 DJ9625
 DJ9625_MARKER: DD = SURVEY DISK
 DJ9625_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ9625_SP_SET: CULVERT
 DJ9625_STAMPING: 11 R 4 2006
 DJ9625_MARK LOGO: NJGS
 DJ9625_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9625+STABILITY: SURFACE MOTION
 DJ9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9625+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2014
 DJ9625
 DJ9625  HISTORY     - Date     Condition        Report By
 DJ9625  HISTORY     - 20060628 MONUMENTED       NJGS
 DJ9625  HISTORY     - 20140429 GOOD             NJGS
 DJ9625
 DJ9625                          STATION DESCRIPTION
 DJ9625
 DJ9625'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DJ9625'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, SET IN A DRILL HOLE IN
 DJ9625'THE CENTER OF THE ROADWAY CULVERT SLAB (A MONOLITH STRUCTURE) ON THE
 DJ9625'NORTH SIDE OF SHARON ROAD OVER MIRY RUN.  THE CULVERT IS NEAR THE WEST
 DJ9625'END OF THE ROBBINSVILLE AIRPORT.
 DJ9625'
 DJ9625'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 130, STATE ROUTE
 DJ9625'33-THE ROBBINSVILLE BY-PASS (COUNTY ROUTE 526), GO ABOUT 0.1 MI (0.16
 DJ9625'KM) NORTHEAST ON ROUTE 130 TO SHARON ROAD ON THE RIGHT, TURN RIGHT AND
 DJ9625'GO 0.6 MI (0.97 KM) EAST ON SHARON ROAD TO THE STATION ON THE LEFT.
 DJ9625'
 DJ9625'THE STATION IS 7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF SHARON
 DJ9625'STATION ROAD, 14.5 M (47.6 FT) WEST OF POLE NUMBER A60975WA, 3.8 M
 DJ9625'(12.5 FT) WEST OF THE EAST EDGE OF THE CONCRETE PAVING SLAB, 3.7 M
 DJ9625'(12.1 FT) EAST OF THE WEST EDGE OF THE CONCRETE PAVING SLAB, 1.5 M
 DJ9625'(4.9 FT) SOUTH OF THE SOUTH FACE OF THE NORTH CULVERT BALUSTRADE WALL.
 DJ9625
 DJ9625                          STATION RECOVERY (2014)
 DJ9625
 DJ9625'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DJ9625'RECOVERED IN GOOD CONDITION.
 DJ9625'
 DJ9625'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST OF
 DJ9625'ROOSEVELT, 5.8 MI (9.3 KM) SOUTHWEST OF HIGHTSTOWN AND 2.9 MI (4.7 KM)
 DJ9625'NORTH-NORTHWEST OF ALLENTOWN, IN ROBBINSVILLE TOWNSHIP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6877 ***********************************************************************
 DM6877  DESIGNATION -  11 R 4
 DM6877  PID         -  DM6877
 DM6877  STATE/COUNTY-  NJ/MERCER
 DM6877  COUNTRY     -  US
 DM6877  USGS QUAD   -  PENNINGTON (2019)
 DM6877
 DM6877                         *CURRENT SURVEY CONTROL
 DM6877  ______________________________________________________________________
 DM6877* NAD 83(1986) POSITION- 40 15 18.     (N) 074 48 10.     (W)   SCALED
 DM6877* NAVD 88 ORTHO HEIGHT -    32.507 (meters)      106.65  (feet) ADJUSTED
 DM6877  ______________________________________________________________________
 DM6877  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 DM6877  DYNAMIC HEIGHT  -         32.492 (meters)      106.60  (feet) COMP
 DM6877  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 DM6877
 DM6877  VERT ORDER      -  FIRST     CLASS I
 DM6877
 DM6877.The horizontal coordinates were scaled from a map and have
 DM6877.an estimated accuracy of +/- 6 seconds.
 DM6877
 DM6877.The orthometric height was determined by differential leveling and
 DM6877.adjusted by the NATIONAL GEODETIC SURVEY
 DM6877.in May 2012.
 DM6877
 DM6877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6877.GEOID18 height accuracy estimate available here.
 DM6877
 DM6877.Click photographs - Photos may exist for this station.
 DM6877
 DM6877.The dynamic height is computed by dividing the NAVD 88
 DM6877.geopotential number by the normal gravity value computed on the
 DM6877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6877.degrees latitude (g = 980.6199 gals.).
 DM6877
 DM6877.The modeled gravity was interpolated from observed gravity values.
 DM6877
 DM6877;                    North         East    Units  Estimated Accuracy
 DM6877;SPC NJ       -   157,870.      124,240.      MT  (+/- 180 meters Scaled)
 DM6877
 DM6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK167560(NAD 83)
 DM6877
 DM6877                          SUPERSEDED SURVEY CONTROL
 DM6877
 DM6877.No superseded survey control is available for this station.
 DM6877
 DM6877_MARKER: DD = SURVEY DISK
 DM6877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6877_SP_SET: CULVERT HEADWALL
 DM6877_STAMPING: 11 R 4 2009
 DM6877_MARK LOGO: NJGS
 DM6877_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6877+STABILITY: SURFACE MOTION
 DM6877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6877+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2009
 DM6877
 DM6877  HISTORY     - Date     Condition        Report By
 DM6877  HISTORY     - 20090317 MONUMENTED       NJGS
 DM6877
 DM6877                          STATION DESCRIPTION
 DM6877
 DM6877'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6877'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE AT THE
 DM6877'NORTHEAST END OF A CONCRETE CULVERT ON THE SOUTHEAST SIDE ON LOWER
 DM6877'FERRY ROAD, ABOUT 218 FT (66.4 M) SOUTHWEST OF THE CENTERLINE EXTENDED
 DM6877'OF LANGFORD LANE.
 DM6877'
 DM6877'TO REACH THE STATION FROM THE JUNCTION OF PARKWAY AVENUE AND LOWER
 DM6877'FERRY ROAD, GO ABOUT 0.5 MI (0.8 KM) SOUTH-SOUTHWEST ON LOWER FERRY
 DM6877'ROAD TO THE STATION ON THE LEFT.
 DM6877'
 DM6877'THE STATION IS 29.0 FT (8.8 M) SOUTHWEST OF POLE NUMBER 60556EW, 76.5
 DM6877'FT (23.3 M) NORTHEAST OF POLE NUMBER 60555EW, 23.0 FT (7.0 M)
 DM6877'SOUTHEAST OF THE CENTERLINE OF LOWER FERRY ROAD, 13.0 FT (4.0 M)
 DM6877'NORTHEAST OF THE SOUTHWEST END OF THE CULVERT.  THE STATION IS ABOUT 2
 DM6877'FT (0.6 M) ABOVE THE LEVEL OF THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9628 ***********************************************************************
 DJ9628  DESIGNATION -  11 R 44
 DJ9628  PID         -  DJ9628
 DJ9628  STATE/COUNTY-  NJ/MERCER
 DJ9628  COUNTRY     -  US
 DJ9628  USGS QUAD   -  TRENTON EAST (2019)
 DJ9628
 DJ9628                         *CURRENT SURVEY CONTROL
 DJ9628  ______________________________________________________________________
 DJ9628* NAD 83(1986) POSITION- 40 11 59.     (N) 074 38 15.     (W)   SCALED
 DJ9628* NAVD 88 ORTHO HEIGHT -    19.337 (meters)       63.44  (feet) ADJUSTED
 DJ9628  ______________________________________________________________________
 DJ9628  GEOID HEIGHT    -        -32.799 (meters)                     GEOID18
 DJ9628  DYNAMIC HEIGHT  -         19.329 (meters)       63.42  (feet) COMP
 DJ9628  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 DJ9628
 DJ9628  VERT ORDER      -  FIRST     CLASS II
 DJ9628
 DJ9628.The horizontal coordinates were scaled from a map and have
 DJ9628.an estimated accuracy of +/- 6 seconds.
 DJ9628
 DJ9628.The orthometric height was determined by differential leveling and
 DJ9628.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9628.in February 2010.
 DJ9628
 DJ9628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9628.GEOID18 height accuracy estimate available here.
 DJ9628
 DJ9628.Click photographs - Photos may exist for this station.
 DJ9628
 DJ9628.The dynamic height is computed by dividing the NAVD 88
 DJ9628.geopotential number by the normal gravity value computed on the
 DJ9628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9628.degrees latitude (g = 980.6199 gals.).
 DJ9628
 DJ9628.The modeled gravity was interpolated from observed gravity values.
 DJ9628
 DJ9628;                    North         East    Units  Estimated Accuracy
 DJ9628;SPC NJ       -   151,700.      138,290.      MT  (+/- 180 meters Scaled)
 DJ9628
 DJ9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK308499(NAD 83)
 DJ9628
 DJ9628                          SUPERSEDED SURVEY CONTROL
 DJ9628
 DJ9628.No superseded survey control is available for this station.
 DJ9628
 DJ9628_MARKER: DD = SURVEY DISK
 DJ9628_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ9628_SP_SET: CULVERT WINGWALL
 DJ9628_STAMPING: 11 R 44 2006
 DJ9628_MARK LOGO: NJGS
 DJ9628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9628+STABILITY: SURFACE MOTION
 DJ9628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9628+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 DJ9628
 DJ9628  HISTORY     - Date     Condition        Report By
 DJ9628  HISTORY     - 20060718 MONUMENTED       NJGS
 DJ9628
 DJ9628                          STATION DESCRIPTION
 DJ9628
 DJ9628'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DJ9628'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, SET IN A DRILL HOLE IN
 DJ9628'THE NORTHERLY WINGWALL AT THE NORTHEASTERLY END OF THE CONCRETE
 DJ9628'CULVERT ON THE SOUTHBOUND SIDE OF U.S. HIGHWAY 130 (STRUCTURE NUMBER
 DJ9628'1122-155, MILEPOST 61.15).
 DJ9628'
 DJ9628'THE STATION IS NEAR THE END OF THE ON RAMP FROM EASTBOUND INTERSTATE
 DJ9628'195 ONTO SOUTHBOUND HIGHWAY 130.  THE STATION IS 8.1 FT (2.5 M)
 DJ9628'NORTHEAST OF THE NORTHEAST CURB OF SOUTHBOUND HIGHWAY 130, 45.0 FT
 DJ9628'(13.7 M) NORTHEAST OF A WOOD UTILITY POLE WITH NO NUMBER, 31.0 FT (9.4
 DJ9628'M) NORTHWEST OF A HIGHWAY INFORMATION SIGN, 3.0 FT (0.9 M) SOUTHWEST
 DJ9628'OF A METAL WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5855 ***********************************************************************
 DP5855  DESIGNATION -  11 R 5
 DP5855  PID         -  DP5855
 DP5855  STATE/COUNTY-  NJ/MERCER
 DP5855  COUNTRY     -  US
 DP5855  USGS QUAD   -  ALLENTOWN (2016)
 DP5855
 DP5855                         *CURRENT SURVEY CONTROL
 DP5855  ______________________________________________________________________
 DP5855* NAD 83(1986) POSITION- 40 14 51.21   (N) 074 34 06.22   (W)   HD_HELD1
 DP5855* NAVD 88 ORTHO HEIGHT -    32.478 (meters)      106.55  (feet) ADJUSTED
 DP5855  ______________________________________________________________________
 DP5855  GEOID HEIGHT    -        -32.765 (meters)                     GEOID18
 DP5855  DYNAMIC HEIGHT  -         32.465 (meters)      106.51  (feet) COMP
 DP5855  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 DP5855
 DP5855  VERT ORDER      -  FIRST     CLASS II
 DP5855
 DP5855.The horizontal coordinates were determined by differentially corrected
 DP5855.hand held GPS observations or other comparable positioning techniques
 DP5855.and have an estimated accuracy of +/- 3 meters.
 DP5855
 DP5855.The orthometric height was determined by differential leveling and
 DP5855.adjusted by the NATIONAL GEODETIC SURVEY
 DP5855.in April 2015.
 DP5855
 DP5855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5855.GEOID18 height accuracy estimate available here.
 DP5855
 DP5855.Click photographs - Photos may exist for this station.
 DP5855
 DP5855.The dynamic height is computed by dividing the NAVD 88
 DP5855.geopotential number by the normal gravity value computed on the
 DP5855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5855.degrees latitude (g = 980.6199 gals.).
 DP5855
 DP5855.The modeled gravity was interpolated from observed gravity values.
 DP5855
 DP5855;                    North         East    Units  Estimated Accuracy
 DP5855;SPC NJ       -   157,002.0     144,181.3     MT  (+/- 3 meters HH1 GPS) 
 DP5855
 DP5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3670855323(NAD 83)
 DP5855
 DP5855                          SUPERSEDED SURVEY CONTROL
 DP5855
 DP5855.No superseded survey control is available for this station.
 DP5855
 DP5855_MARKER: DD = SURVEY DISK
 DP5855_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5855_SP_SET: CULVERT
 DP5855_STAMPING: 11 R 5 2014
 DP5855_MARK LOGO: NJGS
 DP5855_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5855+STABILITY: SURFACE MOTION
 DP5855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5855+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2017
 DP5855
 DP5855  HISTORY     - Date     Condition        Report By
 DP5855  HISTORY     - 20140328 MONUMENTED       NJGS
 DP5855  HISTORY     - 20170727 GOOD             AAAS
 DP5855
 DP5855                          STATION DESCRIPTION
 DP5855
 DP5855'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5855'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-NORTHWEST OF
 DP5855'ROOSEVELT, 4.9 MI (7.9 KM) NORTH OF ALLENTOWN AND 2.8 MI (4.5 KM)
 DP5855'WEST-SOUTHWEST OF HIGHTSTOWN, IN ROBBINSVILLE TOWNSHIP.
 DP5855'
 DP5855'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE
 DP5855'HEADWALL ON THE NORTHEAST SIDE OF VOELBEL ROAD, AT THE NORTHEAST
 DP5855'CORNER OF THE JUNCTION OF U.S. HIGHWAY 130 AND VOELBEL ROAD/NORTH MAIN
 DP5855'STREET.
 DP5855'
 DP5855'THE STATION IS 42 FT (12.8 M) NORTHEAST OF THE CENTERLINE OF VOELBEL
 DP5855'ROAD, 121 FT (36.9 M) SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 130
 DP5855'NORTHBOUND, 79.5 FT (24.2 M) SOUTH OF POLE NUMBER VZ470, 11 FT (3.4 M)
 DP5855'NORTHWEST OF THE SOUTHEAST END OF THE CULVERT, 19.5 FT (5.9 M)
 DP5855'NORTHEAST OF THE NORTHEAST CURB, WITH AN INLET ON THE NORTHEAST SIDE
 DP5855'OF VOELBEL ROAD.
 DP5855
 DP5855                          STATION RECOVERY (2017)
 DP5855
 DP5855'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DP5855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6338 ***********************************************************************
 KV6338  DESIGNATION -  11 S 1
 KV6338  PID         -  KV6338
 KV6338  STATE/COUNTY-  NJ/MERCER
 KV6338  COUNTRY     -  US
 KV6338  USGS QUAD   -  TRENTON EAST (2019)
 KV6338
 KV6338                         *CURRENT SURVEY CONTROL
 KV6338  ______________________________________________________________________
 KV6338* NAD 83(1986) POSITION- 40 12 01.     (N) 074 39 26.     (W)   SCALED
 KV6338* NAVD 88 ORTHO HEIGHT -    20.225 (meters)       66.35  (feet) ADJUSTED
 KV6338  ______________________________________________________________________
 KV6338  GEOID HEIGHT    -        -32.848 (meters)                     GEOID18
 KV6338  DYNAMIC HEIGHT  -         20.216 (meters)       66.33  (feet) COMP
 KV6338  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 KV6338
 KV6338  VERT ORDER      -  FIRST     CLASS II
 KV6338
 KV6338.The horizontal coordinates were scaled from a map and have
 KV6338.an estimated accuracy of +/- 6 seconds.
 KV6338
 KV6338.The orthometric height was determined by differential leveling and
 KV6338.adjusted by the NATIONAL GEODETIC SURVEY
 KV6338.in June 1991.
 KV6338
 KV6338.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6338.GEOID18 height accuracy estimate available here.
 KV6338
 KV6338.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK291500(NAD 83)
 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
 KV6338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6338.See file dsdata.pdf to determine how the superseded data were derived.
 KV6338
 KV6338_MARKER: DD = SURVEY DISK
 KV6338_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6935 ***********************************************************************
 KV6935  DESIGNATION -  11 S 2
 KV6935  PID         -  KV6935
 KV6935  STATE/COUNTY-  NJ/MERCER
 KV6935  COUNTRY     -  US
 KV6935  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6935
 KV6935                         *CURRENT SURVEY CONTROL
 KV6935  ______________________________________________________________________
 KV6935* NAD 83(2011) POSITION- 40 15 13.51009(N) 074 30 30.53776(W)   ADJUSTED
 KV6935* NAD 83(2011) ELLIP HT-     1.102 (meters)        (06/27/12)   ADJUSTED
 KV6935* NAD 83(2011) EPOCH   -  2010.00
 KV6935* NAVD 88 ORTHO HEIGHT -    33.755 (meters)      110.74  (feet) ADJUSTED
 KV6935  ______________________________________________________________________
 KV6935  GEOID HEIGHT    -        -32.641 (meters)                     GEOID18
 KV6935  NAD 83(2011) X  -  1,301,971.253 (meters)                     COMP
 KV6935  NAD 83(2011) Y  - -4,697,457.193 (meters)                     COMP
 KV6935  NAD 83(2011) Z  -  4,099,530.152 (meters)                     COMP
 KV6935  LAPLACE CORR    -          4.71  (seconds)                    DEFLEC18
 KV6935  DYNAMIC HEIGHT  -         33.741 (meters)      110.70  (feet) COMP
 KV6935  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 KV6935
 KV6935  VERT ORDER      -  FIRST     CLASS II
 KV6935
 KV6935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6935  Standards:
 KV6935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6935  -------------------------------------------------------------------
 KV6935  NETWORK    0.71   0.82           0.23   0.33   0.42      0.09750231
 KV6935  -------------------------------------------------------------------
 KV6935  Click here for local accuracies and other accuracy information.
 KV6935
 KV6935.The horizontal coordinates were established by GPS observations
 KV6935.and adjusted by the National Geodetic Survey in June 2012.
 KV6935
 KV6935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6935.been affixed to the stable North American tectonic plate. See 
 KV6935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6935
 KV6935.The horizontal coordinates are valid at the epoch date displayed above
 KV6935.which is a decimal equivalence of Year/Month/Day.
 KV6935
 KV6935.The orthometric height was determined by differential leveling and
 KV6935.adjusted by the NATIONAL GEODETIC SURVEY
 KV6935.in April 2015.
 KV6935
 KV6935.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6935.GEOID18 height accuracy estimate available here.
 KV6935
 KV6935.Click photographs - Photos may exist for this station.
 KV6935
 KV6935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6935
 KV6935.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6935
 KV6935.The ellipsoidal height was determined by GPS observations
 KV6935.and is referenced to NAD 83.
 KV6935
 KV6935.The dynamic height is computed by dividing the NAVD 88
 KV6935.geopotential number by the normal gravity value computed on the
 KV6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6935.degrees latitude (g = 980.6199 gals.).
 KV6935
 KV6935.The modeled gravity was interpolated from observed gravity values.
 KV6935
 KV6935. The following values were computed from the NAD 83(2011) position.
 KV6935
 KV6935;                    North         East     Units Scale Factor Converg.
 KV6935;SPC NJ       -   157,687.593   149,278.389   MT  0.99990001   -0 00 19.7
 KV6935;SPC NJ       -   517,346.71    489,757.51   sFT  0.99990001   -0 00 19.7
 KV6935;UTM  18      - 4,456,037.773   541,800.138   MT  0.99962151   +0 19 03.4
 KV6935
 KV6935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6935!SPC NJ       -   0.99999983  x   0.99990001  =   0.99989984
 KV6935!UTM  18      -   0.99999983  x   0.99962151  =   0.99962134
 KV6935
 KV6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4180056037(NAD 83)
 KV6935
 KV6935                          SUPERSEDED SURVEY CONTROL
 KV6935
 KV6935  NAD 83(2007)-  40 15 13.51046(N)    074 30 30.53838(W) AD(2002.00) 0
 KV6935  ELLIP H (02/10/07)    1.114  (m)                       GP(2002.00)    
 KV6935  ELLIP H (10/23/02)    1.127  (m)                       GP(       ) 4 1
 KV6935  NAD 83(1996)-  40 15 13.51074(N)    074 30 30.53848(W) AD(       ) 1
 KV6935  ELLIP H (05/14/99)    1.126  (m)                       GP(       ) 4 1
 KV6935  NAD 83(1986)-  40 15 13.51066(N)    074 30 30.54060(W) AD(       ) 1
 KV6935  NAVD 88 (01/21/94)   33.8    (m)  GEOID93  model used  GPS OBS        
 KV6935
 KV6935.Superseded values are not recommended for survey control.
 KV6935
 KV6935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6935.See file dsdata.pdf to determine how the superseded data were derived.
 KV6935
 KV6935_MARKER: DD = SURVEY DISK
 KV6935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6935_STAMPING: 11 S 2 1991
 KV6935_MARK LOGO: NJGS
 KV6935_PROJECTION: RECESSED 5 CENTIMETERS
 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 NOT SUITABLE FOR
 KV6935+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2024
 KV6935
 KV6935  HISTORY     - Date     Condition        Report By
 KV6935  HISTORY     - 1991     MONUMENTED       NJGS
 KV6935  HISTORY     - 19920128 GOOD
 KV6935  HISTORY     - 20020817 GOOD             INDIV
 KV6935  HISTORY     - 20140429 GOOD             NJGS
 KV6935  HISTORY     - 20240315 GOOD             NJGS
 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.
 KV6935
 KV6935                          STATION RECOVERY (2014)
 KV6935
 KV6935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6935'RECOVERED IN GOOD CONDITION.
 KV6935'
 KV6935'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF
 KV6935'ALLENTOWN, 3.0 MI (4.8 KM) NORTHWEST OF ROOSEVELT AND 1.3 MI (2.1 KM)
 KV6935'SOUTHEAST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 KV6935
 KV6935                          STATION RECOVERY (2024)
 KV6935
 KV6935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 KV6935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9801 ***********************************************************************
 DE9801  DESIGNATION -  11 S 3
 DE9801  PID         -  DE9801
 DE9801  STATE/COUNTY-  NJ/MERCER
 DE9801  COUNTRY     -  US
 DE9801  USGS QUAD   -  TRENTON EAST (2019)
 DE9801
 DE9801                         *CURRENT SURVEY CONTROL
 DE9801  ______________________________________________________________________
 DE9801* NAD 83(2011) POSITION- 40 11 05.30840(N) 074 42 38.98895(W)   ADJUSTED
 DE9801* NAD 83(2011) ELLIP HT-   -19.154 (meters)        (06/27/12)   ADJUSTED
 DE9801* NAD 83(2011) EPOCH   -  2010.00
 DE9801* NAVD 88 ORTHO HEIGHT -    13.773 (meters)       45.19  (feet) ADJUSTED
 DE9801  ______________________________________________________________________
 DE9801  GEOID HEIGHT    -        -32.927 (meters)                     GEOID18
 DE9801  NAD 83(2011) X  -  1,286,672.907 (meters)                     COMP
 DE9801  NAD 83(2011) Y  - -4,706,779.397 (meters)                     COMP
 DE9801  NAD 83(2011) Z  -  4,093,671.455 (meters)                     COMP
 DE9801  LAPLACE CORR    -          4.86  (seconds)                    DEFLEC18
 DE9801  DYNAMIC HEIGHT  -         13.767 (meters)       45.17  (feet) COMP
 DE9801  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 DE9801
 DE9801  VERT ORDER      -  FIRST     CLASS II
 DE9801
 DE9801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9801  Standards:
 DE9801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9801  -------------------------------------------------------------------
 DE9801  NETWORK    0.60   0.90           0.27   0.21   0.46      0.15895959
 DE9801  -------------------------------------------------------------------
 DE9801  Click here for local accuracies and other accuracy information.
 DE9801
 DE9801.The horizontal coordinates were established by GPS observations
 DE9801.and adjusted by the National Geodetic Survey in June 2012.
 DE9801
 DE9801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9801.been affixed to the stable North American tectonic plate. See 
 DE9801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9801
 DE9801.The horizontal coordinates are valid at the epoch date displayed above
 DE9801.which is a decimal equivalence of Year/Month/Day.
 DE9801
 DE9801.The orthometric height was determined by differential leveling and
 DE9801.adjusted by the NATIONAL GEODETIC SURVEY
 DE9801.in March 2005.
 DE9801
 DE9801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9801.GEOID18 height accuracy estimate available here.
 DE9801
 DE9801.Click photographs - Photos may exist for this station.
 DE9801
 DE9801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9801
 DE9801.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9801
 DE9801.The ellipsoidal height was determined by GPS observations
 DE9801.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DE9801
 DE9801;                    North         East     Units Scale Factor Converg.
 DE9801;SPC NJ       -   150,054.074   132,046.808   MT  0.99990397   -0 08 09.7
 DE9801;SPC NJ       -   492,302.41    433,223.57   sFT  0.99990397   -0 08 09.7
 DE9801;UTM  18      - 4,448,309.498   524,616.788   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2461648309(NAD 83)
 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  NAD 83(2007)-  40 11 05.30885(N)    074 42 38.98980(W) AD(2002.00) 0
 DE9801  ELLIP H (02/10/07)  -19.151  (m)                       GP(2002.00)    
 DE9801  NAD 83(1996)-  40 11 05.30899(N)    074 42 38.98998(W) AD(       ) 1
 DE9801  ELLIP H (04/17/03)  -19.123  (m)                       GP(       ) 3 1
 DE9801  NAVD 88 (04/17/03)   13.8    (m)  GEOID99  model used  GPS OBS        
 DE9801
 DE9801.Superseded values are not recommended for survey control.
 DE9801
 DE9801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9801.See file dsdata.pdf to determine how the superseded data were derived.
 DE9801
 DE9801_STAMPING: 11 S 3 2000
 DE9801_MARK LOGO: NJGS
 DE9801_PROJECTION: FLUSH
 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  HISTORY     - 20200325 MARK NOT FOUND   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
 DE9801                          STATION RECOVERY (2020)
 DE9801
 DE9801'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 DE9801'THIS STATION IS BELIEVED TO BE PAVED OVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9627 ***********************************************************************
 DJ9627  DESIGNATION -  11 S 4
 DJ9627  PID         -  DJ9627
 DJ9627  STATE/COUNTY-  NJ/MERCER
 DJ9627  COUNTRY     -  US
 DJ9627  USGS QUAD   -  ALLENTOWN (2016)
 DJ9627
 DJ9627                         *CURRENT SURVEY CONTROL
 DJ9627  ______________________________________________________________________
 DJ9627* NAD 83(1986) POSITION- 40 12 58.     (N) 074 37 11.     (W)   SCALED
 DJ9627* NAVD 88 ORTHO HEIGHT -    37.569 (meters)      123.26  (feet) ADJUSTED
 DJ9627  ______________________________________________________________________
 DJ9627  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 DJ9627  DYNAMIC HEIGHT  -         37.553 (meters)      123.21  (feet) COMP
 DJ9627  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 DJ9627
 DJ9627  VERT ORDER      -  FIRST     CLASS II
 DJ9627
 DJ9627.The horizontal coordinates were scaled from a map and have
 DJ9627.an estimated accuracy of +/- 6 seconds.
 DJ9627
 DJ9627.The orthometric height was determined by differential leveling and
 DJ9627.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9627.in February 2010.
 DJ9627
 DJ9627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9627.GEOID18 height accuracy estimate available here.
 DJ9627
 DJ9627.Click photographs - Photos may exist for this station.
 DJ9627
 DJ9627.The dynamic height is computed by dividing the NAVD 88
 DJ9627.geopotential number by the normal gravity value computed on the
 DJ9627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9627.degrees latitude (g = 980.6199 gals.).
 DJ9627
 DJ9627.The modeled gravity was interpolated from observed gravity values.
 DJ9627
 DJ9627;                    North         East    Units  Estimated Accuracy
 DJ9627;SPC NJ       -   153,520.      139,810.      MT  (+/- 180 meters Scaled)
 DJ9627
 DJ9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK323518(NAD 83)
 DJ9627
 DJ9627                          SUPERSEDED SURVEY CONTROL
 DJ9627
 DJ9627.No superseded survey control is available for this station.
 DJ9627
 DJ9627_MARKER: DD = SURVEY DISK
 DJ9627_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ9627_SP_SET: TRAFFIC SIGNAL BASE
 DJ9627_STAMPING: 11 S 4 2006
 DJ9627_MARK LOGO: NJGS
 DJ9627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9627+STABILITY: SURFACE MOTION
 DJ9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9627+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 DJ9627
 DJ9627  HISTORY     - Date     Condition        Report By
 DJ9627  HISTORY     - 20060628 MONUMENTED       NJGS
 DJ9627
 DJ9627                          STATION DESCRIPTION
 DJ9627
 DJ9627'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DJ9627'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, SET IN A DRILL HOLE IN
 DJ9627'THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR A TRAFFIC SIGNAL MAST ON
 DJ9627'THE SOUTHEAST CORNER OF U.S. ROUTE 130 AND THE ROBBINSVILLE BY-PASS
 DJ9627'(COUNTY ROUTE 526) OPPOSITE N.J.  ROUTE 33 JUNCTION WITH U.S. ROUTE
 DJ9627'130.  THE STATION IS ABOUT 1.2 MI (1.93 KM) NORTHEAST ON ROUTE 130
 DJ9627'FROM THE JUNCTION WITH INTERSTATE HIGHWAY 195.
 DJ9627'
 DJ9627'THE STATION IS 9.6 M (31.5 FT) WEST-NORTHWEST OF POLE NUMBER 61236WA,
 DJ9627'20.6 M (67.6 FT) EAST-SOUTHEAST OF POLE NUMBER 60098WA, 3.0 M (9.8 FT)
 DJ9627'SOUTHWEST OF THE CURVED CURBLINE OF ROUTE 526, 1.7 M (5.6 FT) EAST OF
 DJ9627'THE EAST CORNER OF A 6 FT (1.8 M) HIGH ELECTRICAL PANEL BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6880 ***********************************************************************
 DM6880  DESIGNATION -  11 S 4
 DM6880  PID         -  DM6880
 DM6880  STATE/COUNTY-  NJ/MERCER
 DM6880  COUNTRY     -  US
 DM6880  USGS QUAD   -  PENNINGTON (2019)
 DM6880
 DM6880                         *CURRENT SURVEY CONTROL
 DM6880  ______________________________________________________________________
 DM6880* NAD 83(1986) POSITION- 40 15 36.21   (N) 074 47 53.90   (W)   HD_HELD1
 DM6880* NAVD 88 ORTHO HEIGHT -    37.160 (meters)      121.92  (feet) ADJUSTED
 DM6880  ______________________________________________________________________
 DM6880  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 DM6880  DYNAMIC HEIGHT  -         37.142 (meters)      121.86  (feet) COMP
 DM6880  MODELED GRAVITY -    980,165.4   (mgal)                       NAVD 88
 DM6880
 DM6880  VERT ORDER      -  FIRST     CLASS I
 DM6880
 DM6880.The horizontal coordinates were determined by differentially corrected
 DM6880.hand held GPS observations or other comparable positioning techniques
 DM6880.and have an estimated accuracy of +/- 3 meters.
 DM6880
 DM6880.The orthometric height was determined by differential leveling and
 DM6880.adjusted by the NATIONAL GEODETIC SURVEY
 DM6880.in May 2012.
 DM6880
 DM6880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6880.GEOID18 height accuracy estimate available here.
 DM6880
 DM6880.Click photographs - Photos may exist for this station.
 DM6880
 DM6880.The dynamic height is computed by dividing the NAVD 88
 DM6880.geopotential number by the normal gravity value computed on the
 DM6880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6880.degrees latitude (g = 980.6199 gals.).
 DM6880
 DM6880.The modeled gravity was interpolated from observed gravity values.
 DM6880
 DM6880;                    North         East    Units  Estimated Accuracy
 DM6880;SPC NJ       -   158,430.3     124,626.0     MT  (+/- 3 meters HH1 GPS) 
 DM6880
 DM6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1715156641(NAD 83)
 DM6880
 DM6880                          SUPERSEDED SURVEY CONTROL
 DM6880
 DM6880.No superseded survey control is available for this station.
 DM6880
 DM6880_MARKER: DD = SURVEY DISK
 DM6880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6880_STAMPING: 11 S 4 2009
 DM6880_MARK LOGO: NJGS
 DM6880_PROJECTION: FLUSH
 DM6880_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6880+STABILITY: SURFACE MOTION
 DM6880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6880+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2009
 DM6880
 DM6880  HISTORY     - Date     Condition        Report By
 DM6880  HISTORY     - 20090317 MONUMENTED       NJGS
 DM6880
 DM6880                          STATION DESCRIPTION
 DM6880
 DM6880'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6880'THE STATION IS LOCATED IN EWING TOWNSHIP, AT THE SOUTH CORNER OF THE
 DM6880'SOUTHWEST END OF GOLD STREET.
 DM6880'
 DM6880'TO REACH THE STATION FROM THE JUNCTION OF PARKWAY AVENUE AND LOWER
 DM6880'FERRY ROAD, GO 0.15 MI (0.2 KM) WEST-NORTHWEST ON PARKWAY AVENUE TO
 DM6880'THE JUNCTION WITH GOLD STREET.  TURN RIGHT AND GO 0.05 MI (0.1 KM)
 DM6880'SOUTHWEST ON GOLD STREET TO THE END AND THE STATION ON THE LEFT.
 DM6880'
 DM6880'THE STATION IS SET BEHIND A GUARD RAIL ON THE SOUTHEAST SIDE OF GOLD
 DM6880'STREET, AT THE WEST CORNER OF A DRAINAGE RETENTION BASIN FOR THE EWING
 DM6880'TOWNSHIP SENIOR CITIZEN CENTER.
 DM6880'
 DM6880'THE STATION IS 37.5 FT (11.4 M) WEST OF A PIPE CULVERT, 9.3 FT (2.8 M)
 DM6880'SOUTH OF THE SOUTHWEST CORNER OF AN INLET CURB PIECE ON THE SOUTHEAST
 DM6880'SIDE OF GOLD STREET, 38.5 FT (11.7 M) SOUTHEAST OF POLE NUMBER
 DM6880'63205EW, 3.0 FT (0.9 M) NORTHEAST OF THE SOUTH END POST FOR THE GUARD
 DM6880'RAIL, 10.6 FT (3.2 M) SOUTH-SOUTHEAST OF THE NORTH POST FOR THE GUARD
 DM6880'RAIL, ABOUT 17 FT (5.2 M) NORTHEAST OF THE NORTHEAST EDGE OF PAVING
 DM6880'FOR THE DRIVEWAY OF THE SENIOR CITIZEN ENTER, 20.0 FT (6.1 M)
 DM6880'SOUTHWEST OF THE CENTERLINE OF GOLD STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9629 ***********************************************************************
 DJ9629  DESIGNATION -  11 S 44
 DJ9629  PID         -  DJ9629
 DJ9629  STATE/COUNTY-  NJ/MERCER
 DJ9629  COUNTRY     -  US
 DJ9629  USGS QUAD   -  TRENTON EAST (2019)
 DJ9629
 DJ9629                         *CURRENT SURVEY CONTROL
 DJ9629  ______________________________________________________________________
 DJ9629* NAD 83(1986) POSITION- 40 11 35.     (N) 074 38 48.     (W)   SCALED
 DJ9629* NAVD 88 ORTHO HEIGHT -    20.155 (meters)       66.13  (feet) ADJUSTED
 DJ9629  ______________________________________________________________________
 DJ9629  GEOID HEIGHT    -        -32.801 (meters)                     GEOID18
 DJ9629  DYNAMIC HEIGHT  -         20.146 (meters)       66.10  (feet) COMP
 DJ9629  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 DJ9629
 DJ9629  VERT ORDER      -  FIRST     CLASS II
 DJ9629
 DJ9629.The horizontal coordinates were scaled from a map and have
 DJ9629.an estimated accuracy of +/- 6 seconds.
 DJ9629
 DJ9629.The orthometric height was determined by differential leveling and
 DJ9629.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9629.in February 2010.
 DJ9629
 DJ9629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9629.GEOID18 height accuracy estimate available here.
 DJ9629
 DJ9629.Click photographs - Photos may exist for this station.
 DJ9629
 DJ9629.The dynamic height is computed by dividing the NAVD 88
 DJ9629.geopotential number by the normal gravity value computed on the
 DJ9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9629.degrees latitude (g = 980.6199 gals.).
 DJ9629
 DJ9629.The modeled gravity was interpolated from observed gravity values.
 DJ9629
 DJ9629;                    North         East    Units  Estimated Accuracy
 DJ9629;SPC NJ       -   150,960.      137,510.      MT  (+/- 180 meters Scaled)
 DJ9629
 DJ9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK300492(NAD 83)
 DJ9629
 DJ9629                          SUPERSEDED SURVEY CONTROL
 DJ9629
 DJ9629.No superseded survey control is available for this station.
 DJ9629
 DJ9629_MARKER: DD = SURVEY DISK
 DJ9629_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ9629_SP_SET: TRAFFIC SIGNAL BASE
 DJ9629_STAMPING: 11 S 44 2006
 DJ9629_MARK LOGO: NJGS
 DJ9629_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9629+STABILITY: SURFACE MOTION
 DJ9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9629+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 DJ9629
 DJ9629  HISTORY     - Date     Condition        Report By
 DJ9629  HISTORY     - 20060718 MONUMENTED       NJGS
 DJ9629  HISTORY     - 20100326 GOOD             NJGS
 DJ9629
 DJ9629                          STATION DESCRIPTION
 DJ9629
 DJ9629'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DJ9629'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, SET IN A DRILL HOLE IN
 DJ9629'THE SOUTH CORNER OF THE BASE OF A TRAFFIC SIGNAL MAST ON THE NORTHWEST
 DJ9629'CORNER OF THE JUNCTION OF KLOCKNER ROAD/CROSSWICKS-HAMILTON SQUARE
 DJ9629'ROAD AND U.S. HIGHWAY 130.  TO REACH THE STATION FROM THE JUNCTION OF
 DJ9629'U.S. 195 INTERSTATE BRIDGE OVER U.S. HIGHWAY 130, GO ABOUT 0.9 MI
 DJ9629'(1.45 KM) SOUTHWEST ON U.S. HIGHWAY 130 TO THE STATION ON THE RIGHT.
 DJ9629'THE HAMILTON POST OFFICE COMPLEX IS LOCATED ON THIS CORNER.
 DJ9629'
 DJ9629'THE STATION IS 11.5 FT (3.5 M) WEST OF POLE NUMBER 74996HM, 13.0 FT
 DJ9629'(4.0 M) NORTHWEST OF THE NORTHWEST CURB OF U.S. 130, 38.0 FT (11.6 M)
 DJ9629'SOUTHEAST OF THE SOUTHEAST CURBLINE EXTENDED OF KLOCKNER ROAD, 98.0 FT
 DJ9629'(29.9 M) NORTHEAST OF POLE NUMBER 75251HM.
 DJ9629
 DJ9629                          STATION RECOVERY (2010)
 DJ9629
 DJ9629'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DJ9629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5861 ***********************************************************************
 DP5861  DESIGNATION -  11 S 5
 DP5861  PID         -  DP5861
 DP5861  STATE/COUNTY-  NJ/MERCER
 DP5861  COUNTRY     -  US
 DP5861  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5861
 DP5861                         *CURRENT SURVEY CONTROL
 DP5861  ______________________________________________________________________
 DP5861* NAD 83(1986) POSITION- 40 16 22.60   (N) 074 32 18.27   (W)   HD_HELD1
 DP5861* NAVD 88 ORTHO HEIGHT -    34.985 (meters)      114.78  (feet) ADJUSTED
 DP5861  ______________________________________________________________________
 DP5861  GEOID HEIGHT    -        -32.761 (meters)                     GEOID18
 DP5861  DYNAMIC HEIGHT  -         34.970 (meters)      114.73  (feet) COMP
 DP5861  MODELED GRAVITY -    980,197.0   (mgal)                       NAVD 88
 DP5861
 DP5861  VERT ORDER      -  FIRST     CLASS II
 DP5861
 DP5861.The horizontal coordinates were determined by differentially corrected
 DP5861.hand held GPS observations or other comparable positioning techniques
 DP5861.and have an estimated accuracy of +/- 3 meters.
 DP5861
 DP5861.The orthometric height was determined by differential leveling and
 DP5861.adjusted by the NATIONAL GEODETIC SURVEY
 DP5861.in April 2015.
 DP5861
 DP5861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5861.GEOID18 height accuracy estimate available here.
 DP5861
 DP5861.Click photographs - Photos may exist for this station.
 DP5861
 DP5861.The dynamic height is computed by dividing the NAVD 88
 DP5861.geopotential number by the normal gravity value computed on the
 DP5861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5861.degrees latitude (g = 980.6199 gals.).
 DP5861
 DP5861.The modeled gravity was interpolated from observed gravity values.
 DP5861
 DP5861;                    North         East    Units  Estimated Accuracy
 DP5861;SPC NJ       -   159,819.1     146,733.6     MT  (+/- 3 meters HH1 GPS) 
 DP5861
 DP5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3924458154(NAD 83)
 DP5861
 DP5861                          SUPERSEDED SURVEY CONTROL
 DP5861
 DP5861.No superseded survey control is available for this station.
 DP5861
 DP5861_MARKER: DD = SURVEY DISK
 DP5861_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5861_SP_SET: TRAFFIC SIGNAL BASE
 DP5861_STAMPING: 11 S 5 2014
 DP5861_MARK LOGO: NJGS
 DP5861_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5861+STABILITY: SURFACE MOTION
 DP5861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5861+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2014
 DP5861
 DP5861  HISTORY     - Date     Condition        Report By
 DP5861  HISTORY     - 20140429 MONUMENTED       NJGS
 DP5861
 DP5861                          STATION DESCRIPTION
 DP5861
 DP5861'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5861'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF
 DP5861'ALLENTOWN, 5.0 MI (8.0 KM) NORTHWEST OF ROOSEVELT AND 0.8 MI (1.3 KM)
 DP5861'WEST-NORTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5861'
 DP5861'THE STATION IS SET IN A DRILL HOLE IN THE EAST CORNER OF THE TRAFFIC
 DP5861'SIGNAL BASE ON THE SOUTHWEST CORNER OF THE JUNCTION OF SOUTHBOUND
 DP5861'LANES OF U.S. HIGHWAY 130 AND PRINCETON-HIGHTSTOWN ROAD (COUNTY ROUTE
 DP5861'571) INCH (1450 CM) FRONT OF A CITCO GAS STATION.
 DP5861'
 DP5861'THE STATION IS 12.5 FT (3.8 M) SOUTHWEST OF THE SOUTHWEST CURB OF
 DP5861'ROUTE 571, 12.8 FT (3.9 M) NORTHWEST OF THE NORTHWEST CURB OF THE
 DP5861'SOUTHBOUND LANES OF U.S. HIGHWAY 130, 2.5 FT (0.8 M) EAST OF THE
 DP5861'TRAFFIC SIGNAL MAST, 25.5 FT (7.8 M) SOUTH OF POLE NUMBER JC517EW,
 DP5861'36.5 FT (11.1 M) NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY TO THE
 DP5861'GAS STATION, 12.6 FT (3.8 M) SOUTHWEST OF POLE NUMBER BT1EW09.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6337 ***********************************************************************
 KV6337  DESIGNATION -  11 T 1
 KV6337  PID         -  KV6337
 KV6337  STATE/COUNTY-  NJ/MERCER
 KV6337  COUNTRY     -  US
 KV6337  USGS QUAD   -  TRENTON EAST (2019)
 KV6337
 KV6337                         *CURRENT SURVEY CONTROL
 KV6337  ______________________________________________________________________
 KV6337* NAD 83(1986) POSITION- 40 11 48.     (N) 074 40 13.     (W)   SCALED
 KV6337* NAVD 88 ORTHO HEIGHT -    15.292 (meters)       50.17  (feet) ADJUSTED
 KV6337  ______________________________________________________________________
 KV6337  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 KV6337  DYNAMIC HEIGHT  -         15.285 (meters)       50.15  (feet) COMP
 KV6337  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 KV6337
 KV6337  VERT ORDER      -  FIRST     CLASS II
 KV6337
 KV6337.The horizontal coordinates were scaled from a map and have
 KV6337.an estimated accuracy of +/- 6 seconds.
 KV6337
 KV6337.The orthometric height was determined by differential leveling and
 KV6337.adjusted by the NATIONAL GEODETIC SURVEY
 KV6337.in June 1991.
 KV6337
 KV6337.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6337.GEOID18 height accuracy estimate available here.
 KV6337
 KV6337.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK280496(NAD 83)
 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
 KV6337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6337.See file dsdata.pdf to determine how the superseded data were derived.
 KV6337
 KV6337_MARKER: DD = SURVEY DISK
 KV6337_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 DE9789 ***********************************************************************
 DE9789  DESIGNATION -  11 T 3
 DE9789  PID         -  DE9789
 DE9789  STATE/COUNTY-  NJ/MERCER
 DE9789  COUNTRY     -  US
 DE9789  USGS QUAD   -  TRENTON WEST (2016)
 DE9789
 DE9789                         *CURRENT SURVEY CONTROL
 DE9789  ______________________________________________________________________
 DE9789* NAD 83(2011) POSITION- 40 12 19.14279(N) 074 45 16.98138(W)   ADJUSTED
 DE9789* NAD 83(2011) ELLIP HT-   -19.480 (meters)        (06/27/12)   ADJUSTED
 DE9789* NAD 83(2011) EPOCH   -  2010.00
 DE9789* NAVD 88 ORTHO HEIGHT -    13.604 (meters)       44.63  (feet) ADJUSTED
 DE9789  ______________________________________________________________________
 DE9789  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 DE9789  NAD 83(2011) X  -  1,282,680.738 (meters)                     COMP
 DE9789  NAD 83(2011) Y  - -4,706,345.274 (meters)                     COMP
 DE9789  NAD 83(2011) Z  -  4,095,410.795 (meters)                     COMP
 DE9789  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 DE9789  DYNAMIC HEIGHT  -         13.598 (meters)       44.61  (feet) COMP
 DE9789  MODELED GRAVITY -    980,180.6   (mgal)                       NAVD 88
 DE9789
 DE9789  VERT ORDER      -  FIRST     CLASS II
 DE9789
 DE9789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9789  Standards:
 DE9789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9789  -------------------------------------------------------------------
 DE9789  NETWORK    0.96   1.47           0.44   0.33   0.75      0.05169826
 DE9789  -------------------------------------------------------------------
 DE9789  Click here for local accuracies and other accuracy information.
 DE9789
 DE9789.The horizontal coordinates were established by GPS observations
 DE9789.and adjusted by the National Geodetic Survey in June 2012.
 DE9789
 DE9789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9789.been affixed to the stable North American tectonic plate. See 
 DE9789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9789
 DE9789.The horizontal coordinates are valid at the epoch date displayed above
 DE9789.which is a decimal equivalence of Year/Month/Day.
 DE9789
 DE9789.The orthometric height was determined by differential leveling and
 DE9789.adjusted by the NATIONAL GEODETIC SURVEY
 DE9789.in March 2005.
 DE9789
 DE9789.No vertical observational check was made to the station.
 DE9789
 DE9789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9789.GEOID18 height accuracy estimate available here.
 DE9789
 DE9789.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 DE9789
 DE9789.The ellipsoidal height was determined by GPS observations
 DE9789.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DE9789
 DE9789;                    North         East     Units Scale Factor Converg.
 DE9789;SPC NJ       -   152,340.994   128,316.171   MT  0.99990579   -0 09 51.9
 DE9789;SPC NJ       -   499,805.41    420,983.97   sFT  0.99990579   -0 09 51.9
 DE9789;UTM  18      - 4,450,574.695   520,874.447   MT  0.99960536   +0 09 30.0
 DE9789
 DE9789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9789!SPC NJ       -   1.00000306  x   0.99990579  =   0.99990885
 DE9789!UTM  18      -   1.00000306  x   0.99960536  =   0.99960841
 DE9789
 DE9789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2087450574(NAD 83)
 DE9789
 DE9789                          SUPERSEDED SURVEY CONTROL
 DE9789
 DE9789  NAD 83(2007)-  40 12 19.14325(N)    074 45 16.98225(W) AD(2002.00) 0
 DE9789  ELLIP H (02/10/07)  -19.476  (m)                       GP(2002.00)    
 DE9789  NAD 83(1996)-  40 12 19.14346(N)    074 45 16.98243(W) AD(       ) 1
 DE9789  ELLIP H (04/17/03)  -19.447  (m)                       GP(       ) 3 1
 DE9789  NAVD 88 (04/17/03)   13.6    (m)  GEOID99  model used  GPS OBS        
 DE9789
 DE9789.Superseded values are not recommended for survey control.
 DE9789
 DE9789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9789.See file dsdata.pdf to determine how the superseded data were derived.
 DE9789
 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 = JULY 24, 2026 22:12:30 EDT
 DJ9630 ***********************************************************************
 DJ9630  DESIGNATION -  11 T 4
 DJ9630  PID         -  DJ9630
 DJ9630  STATE/COUNTY-  NJ/MERCER
 DJ9630  COUNTRY     -  US
 DJ9630  USGS QUAD   -  TRENTON EAST (2019)
 DJ9630
 DJ9630                         *CURRENT SURVEY CONTROL
 DJ9630  ______________________________________________________________________
 DJ9630* NAD 83(1986) POSITION- 40 11 14.     (N) 074 39 27.     (W)   SCALED
 DJ9630* NAVD 88 ORTHO HEIGHT -    19.921 (meters)       65.36  (feet) ADJUSTED
 DJ9630  ______________________________________________________________________
 DJ9630  GEOID HEIGHT    -        -32.809 (meters)                     GEOID18
 DJ9630  DYNAMIC HEIGHT  -         19.912 (meters)       65.33  (feet) COMP
 DJ9630  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 DJ9630
 DJ9630  VERT ORDER      -  FIRST     CLASS II
 DJ9630
 DJ9630.The horizontal coordinates were scaled from a map and have
 DJ9630.an estimated accuracy of +/- 6 seconds.
 DJ9630
 DJ9630.The orthometric height was determined by differential leveling and
 DJ9630.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9630.in February 2010.
 DJ9630
 DJ9630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9630.GEOID18 height accuracy estimate available here.
 DJ9630
 DJ9630.Click photographs - Photos may exist for this station.
 DJ9630
 DJ9630.The dynamic height is computed by dividing the NAVD 88
 DJ9630.geopotential number by the normal gravity value computed on the
 DJ9630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9630.degrees latitude (g = 980.6199 gals.).
 DJ9630
 DJ9630.The modeled gravity was interpolated from observed gravity values.
 DJ9630
 DJ9630;                    North         East    Units  Estimated Accuracy
 DJ9630;SPC NJ       -   150,310.      136,590.      MT  (+/- 180 meters Scaled)
 DJ9630
 DJ9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK291485(NAD 83)
 DJ9630
 DJ9630                          SUPERSEDED SURVEY CONTROL
 DJ9630
 DJ9630.No superseded survey control is available for this station.
 DJ9630
 DJ9630_MARKER: DD = SURVEY DISK
 DJ9630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ9630_SP_SET: HIGH VOLTAGE TOWER BASE
 DJ9630_STAMPING: 11 T 4 2006
 DJ9630_MARK LOGO: NJGS
 DJ9630_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9630+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 DJ9630
 DJ9630  HISTORY     - Date     Condition        Report By
 DJ9630  HISTORY     - 20060718 MONUMENTED       NJGS
 DJ9630  HISTORY     - 20100326 GOOD             NJGS
 DJ9630
 DJ9630                          STATION DESCRIPTION
 DJ9630
 DJ9630'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DJ9630'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, SET IN A DRILL HOLE IN
 DJ9630'THE SOUTHEAST CORNER OF A 12 FT (3.7 M) SQUARE FOUNDATION FOR THE
 DJ9630'SOUTHEAST LEG OF A HIGH VOLTAGE TOWER (Y1325 SECT.9) ABOUT 300 FT
 DJ9630'(91.4 M) NORTHWEST OF THE NORTHWEST EDGE OF PAVING OF THE SOUTHBOUND
 DJ9630'LANES OF U.S. HIGHWAY 130.
 DJ9630'
 DJ9630'TO REACH THE STATION FROM THE JUNCTION OF U.S. 195 INTERSTATE BRIDGE
 DJ9630'OVER U.S. HIGHWAY 130, GO ABOUT 1.6 MI (2.57 KM) SOUTHWEST ON U.S.
 DJ9630'HIGHWAY 130 TO THE DRIVEWAY ON THE RIGHT LEADING TO THE LUMBER STORAGE
 DJ9630'AREA FOR THE COLLINGSWOOD LUMBER COMPANY AND THE ACCESS TO THE POWER
 DJ9630'LINE RIGHT-OF-WAY, JUST SOUTH OF THE MULE' AUTO BODY SHOP.  TURN RIGHT
 DJ9630'AND FOLLOW THE ROAD ABOUT 300 FT (91.4 M) TO THE STATION AHEAD.
 DJ9630'
 DJ9630'THE STATION IS 3.8 FT (1.2 M) SOUTHEAST OF THE SOUTHEAST LEG, 5.5 FT
 DJ9630'(1.7 M) NORTHWEST OF THE NORTHWEST CORNER OF THE BASE, 160.0 FT (48.8
 DJ9630'M) NORTH-NORTHWEST OF POLE NUMBER 9484HM.
 DJ9630
 DJ9630                          STATION RECOVERY (2010)
 DJ9630
 DJ9630'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DJ9630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6881 ***********************************************************************
 DM6881  DESIGNATION -  11 T 4
 DM6881  PID         -  DM6881
 DM6881  STATE/COUNTY-  NJ/MERCER
 DM6881  COUNTRY     -  US
 DM6881  USGS QUAD   -  PENNINGTON (2019)
 DM6881
 DM6881                         *CURRENT SURVEY CONTROL
 DM6881  ______________________________________________________________________
 DM6881* NAD 83(1986) POSITION- 40 15 50.75   (N) 074 48 09.04   (W)   HD_HELD1
 DM6881* NAVD 88 ORTHO HEIGHT -    38.222 (meters)      125.40  (feet) ADJUSTED
 DM6881  ______________________________________________________________________
 DM6881  GEOID HEIGHT    -        -33.402 (meters)                     GEOID18
 DM6881  DYNAMIC HEIGHT  -         38.205 (meters)      125.34  (feet) COMP
 DM6881  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 DM6881
 DM6881  VERT ORDER      -  FIRST     CLASS I
 DM6881
 DM6881.The horizontal coordinates were determined by differentially corrected
 DM6881.hand held GPS observations or other comparable positioning techniques
 DM6881.and have an estimated accuracy of +/- 3 meters.
 DM6881
 DM6881.The orthometric height was determined by differential leveling and
 DM6881.adjusted by the NATIONAL GEODETIC SURVEY
 DM6881.in May 2012.
 DM6881
 DM6881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6881.GEOID18 height accuracy estimate available here.
 DM6881
 DM6881.Click photographs - Photos may exist for this station.
 DM6881
 DM6881.The dynamic height is computed by dividing the NAVD 88
 DM6881.geopotential number by the normal gravity value computed on the
 DM6881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6881.degrees latitude (g = 980.6199 gals.).
 DM6881
 DM6881.The modeled gravity was interpolated from observed gravity values.
 DM6881
 DM6881;                    North         East    Units  Estimated Accuracy
 DM6881;SPC NJ       -   158,880.0     124,269.8     MT  (+/- 3 meters HH1 GPS) 
 DM6881
 DM6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1679257088(NAD 83)
 DM6881
 DM6881                          SUPERSEDED SURVEY CONTROL
 DM6881
 DM6881.No superseded survey control is available for this station.
 DM6881
 DM6881_MARKER: DD = SURVEY DISK
 DM6881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6881_STAMPING: 11 T 4 2009
 DM6881_MARK LOGO: NJGS
 DM6881_PROJECTION: FLUSH
 DM6881_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6881+STABILITY: SURFACE MOTION
 DM6881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6881+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2009
 DM6881
 DM6881  HISTORY     - Date     Condition        Report By
 DM6881  HISTORY     - 20090319 MONUMENTED       NJGS
 DM6881
 DM6881                          STATION DESCRIPTION
 DM6881
 DM6881'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6881'THE STATION IS LOCATED IN EWING TOWNSHIP, AT THE NORTHWEST CORNER OF
 DM6881'THE JUNCTION OF PARKWAY AVENUE AND SCOTCH ROAD, AT THE SOUTH CORNER OF
 DM6881'THE PARKING LOT FOR SUBURBAN SQUARE SHOPPING CENTER.
 DM6881'
 DM6881'TO REACH THE STATION FROM THE JUNCTION OF PARKWAY AVENUE AND LOWER
 DM6881'FERRY ROAD, GO 0.5 MI (0.8 KM) WEST-NORTHWEST OF PARKWAY AVENUE TO THE
 DM6881'STATION ON THE RIGHT.
 DM6881'
 DM6881'THE STATION IS IN A GRASSY AREA BETWEEN THE PARKING LOT AND THE
 DM6881'SIDEWALK ON THE NORTHEAST SIDE OF PARKWAY AVENUE.
 DM6881'
 DM6881'THE STATION IS 45.7 FT (13.9 M) EAST OF POLE NUMBER 61843, 22.0 FT
 DM6881'(6.7 M) WEST OF A LAMP POST NEAR THE EAST CORNER OF THE PARKING LOT,
 DM6881'17.6 FT (5.4 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE PARKING LOT,
 DM6881'36.0 FT (11.0 M) NORTHEAST OF THE NORTHEAST CURB OF PARKWAY AVENUE,
 DM6881'127.4 FT (38.8 M) NORTHWEST OF THE CENTERLINE OF SCOTCH ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5864 ***********************************************************************
 DP5864  DESIGNATION -  11 T 5
 DP5864  PID         -  DP5864
 DP5864  STATE/COUNTY-  NJ/MERCER
 DP5864  COUNTRY     -  US
 DP5864  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5864
 DP5864                         *CURRENT SURVEY CONTROL
 DP5864  ______________________________________________________________________
 DP5864* NAD 83(1986) POSITION- 40 15 11.44   (N) 074 30 11.09   (W)   HD_HELD1
 DP5864* NAVD 88 ORTHO HEIGHT -    29.440 (meters)       96.59  (feet) ADJUSTED
 DP5864  ______________________________________________________________________
 DP5864  GEOID HEIGHT    -        -32.627 (meters)                     GEOID18
 DP5864  DYNAMIC HEIGHT  -         29.428 (meters)       96.55  (feet) COMP
 DP5864  MODELED GRAVITY -    980,203.4   (mgal)                       NAVD 88
 DP5864
 DP5864  VERT ORDER      -  FIRST     CLASS II
 DP5864
 DP5864.The horizontal coordinates were determined by differentially corrected
 DP5864.hand held GPS observations or other comparable positioning techniques
 DP5864.and have an estimated accuracy of +/- 3 meters.
 DP5864
 DP5864.The orthometric height was determined by differential leveling and
 DP5864.adjusted by the NATIONAL GEODETIC SURVEY
 DP5864.in April 2015.
 DP5864
 DP5864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5864.GEOID18 height accuracy estimate available here.
 DP5864
 DP5864.Click photographs - Photos may exist for this station.
 DP5864
 DP5864.The dynamic height is computed by dividing the NAVD 88
 DP5864.geopotential number by the normal gravity value computed on the
 DP5864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5864.degrees latitude (g = 980.6199 gals.).
 DP5864
 DP5864.The modeled gravity was interpolated from observed gravity values.
 DP5864
 DP5864;                    North         East    Units  Estimated Accuracy
 DP5864;SPC NJ       -   157,623.7     149,737.9     MT  (+/- 3 meters HH1 GPS) 
 DP5864
 DP5864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4225955976(NAD 83)
 DP5864
 DP5864                          SUPERSEDED SURVEY CONTROL
 DP5864
 DP5864.No superseded survey control is available for this station.
 DP5864
 DP5864_MARKER: DD = SURVEY DISK
 DP5864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5864_SP_SET: BRIDGE ABUTMENT
 DP5864_STAMPING: 11 T 5 2014
 DP5864_MARK LOGO: NJGS
 DP5864_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5864+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 DP5864
 DP5864  HISTORY     - Date     Condition        Report By
 DP5864  HISTORY     - 20140626 MONUMENTED       NJGS
 DP5864  HISTORY     - 20240424 GOOD             AAAS
 DP5864
 DP5864                          STATION DESCRIPTION
 DP5864
 DP5864'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5864'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF ALLENTOWN,
 DP5864'2.8 MI (4.5 KM) NORTHWEST OF ROOSEVELT AND 1.6 MI (2.6 KM) SOUTHEAST
 DP5864'OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5864'
 DP5864'TO REACH FROM THE INTERSECTION OF SOUTH MAIN STREET (COUNTY ROUTE 539)
 DP5864'AND ETRA ROAD (COUNTY ROUTE 571), GO 2.3 MI (3.7 KM) EAST ON ETRA ROAD
 DP5864'TO THE T-JUNCTION WITH MILFORD ROAD.  TURN LEFT AND GO 0.1 MI (0.2 KM)
 DP5864'NORTH ON MILFORD ROAD TO THE STATION ON THE RIGHT SET IN A DRILL HOLE
 DP5864'AT THE SIDEWALK LEVEL, IN THE SOUTH ABUTMENT ON THE EAST SIDE OF THE
 DP5864'MILFORD ROAD BRIDGE SPANNING ROCKY BROOK ON THE WEST SIDE OF ETRA
 DP5864'LAKE.
 DP5864'
 DP5864'THE STATION IS 16 FT (4.9 M) EAST OF THE CENTERLINE OF MILFORD ROAD, 1
 DP5864'FT (0.3 M) EAST OF THE EAST CURB, 12 FT (3.7 M) NORTH OF POLE NUMBER
 DP5864'JC44EW.
 DP5864
 DP5864                          STATION RECOVERY (2024)
 DP5864
 DP5864'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DP5864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6336 ***********************************************************************
 KV6336  DESIGNATION -  11 U 1
 KV6336  PID         -  KV6336
 KV6336  STATE/COUNTY-  NJ/MERCER
 KV6336  COUNTRY     -  US
 KV6336  USGS QUAD   -  TRENTON EAST (2019)
 KV6336
 KV6336                         *CURRENT SURVEY CONTROL
 KV6336  ______________________________________________________________________
 KV6336* NAD 83(1986) POSITION- 40 11 42.14   (N) 074 40 40.81   (W)   HD_HELD1
 KV6336* NAVD 88 ORTHO HEIGHT -    12.386 (meters)       40.64  (feet) ADJUSTED
 KV6336  ______________________________________________________________________
 KV6336  GEOID HEIGHT    -        -32.881 (meters)                     GEOID18
 KV6336  DYNAMIC HEIGHT  -         12.380 (meters)       40.62  (feet) COMP
 KV6336  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 KV6336
 KV6336  VERT ORDER      -  FIRST     CLASS II
 KV6336
 KV6336.The horizontal coordinates were determined by differentially corrected
 KV6336.hand held GPS observations or other comparable positioning techniques
 KV6336.and have an estimated accuracy of +/- 3 meters.
 KV6336
 KV6336.The orthometric height was determined by differential leveling and
 KV6336.adjusted by the NATIONAL GEODETIC SURVEY
 KV6336.in June 1991.
 KV6336
 KV6336.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6336.GEOID18 height accuracy estimate available here.
 KV6336
 KV6336.Click photographs - Photos may exist for this station.
 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       -   151,183.9     134,844.5     MT  (+/- 3 meters HH1 GPS) 
 KV6336
 KV6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2740749454(NAD 83)
 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
 KV6336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6336.See file dsdata.pdf to determine how the superseded data were derived.
 KV6336
 KV6336_MARKER: DD = SURVEY DISK
 KV6336_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6671 ***********************************************************************
 KV6671  DESIGNATION -  11 U 2
 KV6671  PID         -  KV6671
 KV6671  STATE/COUNTY-  NJ/MERCER
 KV6671  COUNTRY     -  US
 KV6671  USGS QUAD   -  PRINCETON (2019)
 KV6671
 KV6671                         *CURRENT SURVEY CONTROL
 KV6671  ______________________________________________________________________
 KV6671* NAD 83(2011) POSITION- 40 20 32.26447(N) 074 38 14.72101(W)   ADJUSTED
 KV6671* NAD 83(2011) ELLIP HT-   -14.680 (meters)        (06/27/12)   ADJUSTED
 KV6671* NAD 83(2011) EPOCH   -  2010.00
 KV6671* NAVD 88 ORTHO HEIGHT -    18.547 (meters)       60.85  (feet) ADJUSTED
 KV6671  ______________________________________________________________________
 KV6671  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 KV6671  NAD 83(2011) X  -  1,289,708.876 (meters)                     COMP
 KV6671  NAD 83(2011) Y  - -4,694,232.023 (meters)                     COMP
 KV6671  NAD 83(2011) Z  -  4,107,018.584 (meters)                     COMP
 KV6671  LAPLACE CORR    -          5.60  (seconds)                    DEFLEC18
 KV6671  DYNAMIC HEIGHT  -         18.538 (meters)       60.82  (feet) COMP
 KV6671  MODELED GRAVITY -    980,169.7   (mgal)                       NAVD 88
 KV6671
 KV6671  VERT ORDER      -  FIRST     CLASS II
 KV6671
 KV6671  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6671  Standards:
 KV6671         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6671            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6671  -------------------------------------------------------------------
 KV6671  NETWORK    1.14   1.16           0.43   0.49   0.59      0.20822499
 KV6671  -------------------------------------------------------------------
 KV6671  Click here for local accuracies and other accuracy information.
 KV6671
 KV6671.The horizontal coordinates were established by GPS observations
 KV6671.and adjusted by the National Geodetic Survey in June 2012.
 KV6671
 KV6671.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6671.been affixed to the stable North American tectonic plate. See 
 KV6671.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6671
 KV6671.The horizontal coordinates are valid at the epoch date displayed above
 KV6671.which is a decimal equivalence of Year/Month/Day.
 KV6671
 KV6671.The orthometric height was determined by differential leveling and
 KV6671.adjusted by the NATIONAL GEODETIC SURVEY
 KV6671.in February 2010.
 KV6671
 KV6671.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6671.GEOID18 height accuracy estimate available here.
 KV6671
 KV6671.Click photographs - Photos may exist for this station.
 KV6671
 KV6671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6671
 KV6671.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6671
 KV6671.The ellipsoidal height was determined by GPS observations
 KV6671.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6671
 KV6671;                    North         East     Units Scale Factor Converg.
 KV6671;SPC NJ       -   167,527.473   138,324.934   MT  0.99990168   -0 05 20.3
 KV6671;SPC NJ       -   549,629.72    453,821.05   sFT  0.99990168   -0 05 20.3
 KV6671;UTM  18      - 4,465,812.894   530,794.449   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3079465812(NAD 83)
 KV6671
 KV6671                          SUPERSEDED SURVEY CONTROL
 KV6671
 KV6671  NAD 83(2007)-  40 20 32.26494(N)    074 38 14.72178(W) AD(2002.00) 0
 KV6671  ELLIP H (02/10/07)  -14.660  (m)                       GP(2002.00)    
 KV6671  ELLIP H (10/23/02)  -14.641  (m)                       GP(       ) 4 1
 KV6671  NAD 83(1996)-  40 20 32.26532(N)    074 38 14.72184(W) AD(       ) 1
 KV6671  ELLIP H (05/14/99)  -14.634  (m)                       GP(       ) 4 1
 KV6671  NAD 83(1986)-  40 20 32.26500(N)    074 38 14.72411(W) AD(       ) 1
 KV6671  NAVD 88 (04/28/95)   18.555  (m)           60.88   (f) SUPERSEDED  1 2
 KV6671  NGVD 29              18.89   (m)           62.0    (f) LEVELING    3  
 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
 KV6671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6671.See file dsdata.pdf to determine how the superseded data were derived.
 KV6671
 KV6671_MARKER: DD = SURVEY DISK
 KV6671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6671_STAMPING: 11 U 2 1991
 KV6671_MARK LOGO: NJGS
 KV6671_PROJECTION: FLUSH
 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 - November 14, 2006
 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  HISTORY     - 20060613 GOOD             NJGS
 KV6671  HISTORY     - 20061114 GOOD             INDIV
 KV6671  HISTORY     - 20171026 MARK NOT FOUND   PBCONS
 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.
 KV6671
 KV6671                          STATION RECOVERY (2006)
 KV6671
 KV6671'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV6671'RECOVERED AS DESCRIBED.
 KV6671
 KV6671                          STATION RECOVERY (2006)
 KV6671
 KV6671'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JWW)
 KV6671'RECOVERED AS DESCRIBED EXCEPT FOR STEEL POST FOR GUIDERAIL WHICH HAS
 KV6671'BEEN DISLODGED POSSIBLEY DUE TO VEHICLULAR CONTACT.
 KV6671
 KV6671                          STATION RECOVERY (2017)
 KV6671
 KV6671'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 KV6671'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6882 ***********************************************************************
 DM6882  DESIGNATION -  11 U 4
 DM6882  PID         -  DM6882
 DM6882  STATE/COUNTY-  NJ/MERCER
 DM6882  COUNTRY     -  US
 DM6882  USGS QUAD   -  PENNINGTON (2019)
 DM6882
 DM6882                         *CURRENT SURVEY CONTROL
 DM6882  ______________________________________________________________________
 DM6882* NAD 83(1986) POSITION- 40 16 03.     (N) 074 48 35.     (W)   SCALED
 DM6882* NAVD 88 ORTHO HEIGHT -    42.025 (meters)      137.88  (feet) ADJUSTED
 DM6882  ______________________________________________________________________
 DM6882  GEOID HEIGHT    -        -33.429 (meters)                     GEOID18
 DM6882  DYNAMIC HEIGHT  -         42.006 (meters)      137.81  (feet) COMP
 DM6882  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 DM6882
 DM6882  VERT ORDER      -  FIRST     CLASS I
 DM6882
 DM6882.The horizontal coordinates were scaled from a map and have
 DM6882.an estimated accuracy of +/- 6 seconds.
 DM6882
 DM6882.The orthometric height was determined by differential leveling and
 DM6882.adjusted by the NATIONAL GEODETIC SURVEY
 DM6882.in May 2012.
 DM6882
 DM6882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6882.GEOID18 height accuracy estimate available here.
 DM6882
 DM6882.Click photographs - Photos may exist for this station.
 DM6882
 DM6882.The dynamic height is computed by dividing the NAVD 88
 DM6882.geopotential number by the normal gravity value computed on the
 DM6882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6882.degrees latitude (g = 980.6199 gals.).
 DM6882
 DM6882.The modeled gravity was interpolated from observed gravity values.
 DM6882
 DM6882;                    North         East    Units  Estimated Accuracy
 DM6882;SPC NJ       -   159,260.      123,660.      MT  (+/- 180 meters Scaled)
 DM6882
 DM6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK161574(NAD 83)
 DM6882
 DM6882                          SUPERSEDED SURVEY CONTROL
 DM6882
 DM6882.No superseded survey control is available for this station.
 DM6882
 DM6882_MARKER: DD = SURVEY DISK
 DM6882_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM6882_SP_SET: RAILROAD BRIDGE RETAINING WALL
 DM6882_STAMPING: 11 U 4 2009
 DM6882_MARK LOGO: NJGS
 DM6882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6882+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2009
 DM6882
 DM6882  HISTORY     - Date     Condition        Report By
 DM6882  HISTORY     - 20090320 MONUMENTED       NJGS
 DM6882
 DM6882                          STATION DESCRIPTION
 DM6882
 DM6882'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6882'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6882'EAST END, 2 FT (0.6 M) HIGHER THAN THE SIDEWALK ON THE NORTH SIDE OF
 DM6882'PARKWAY AVENUE OF THE NORTHERLY ABUTMENT OF THE RAILROAD BRIDGE
 DM6882'SPANNING PARKWAY AVENUE.
 DM6882'
 DM6882'TO REACH THE STATION FROM THE JUNCTION OF PARKWAY AVENUE AND LOWER
 DM6882'FERRY ROAD, GO 0.95 MI (1.5 KM) WEST-NORTHWEST OF PARKWAY AVENUE TO
 DM6882'THE STATION ON THE RIGHT.
 DM6882'
 DM6882'THE STATION IS 9.5 FT (2.9 M) NORTH OF THE NORTH CURB OF PARKWAY
 DM6882'AVENUE, 22.0 FT (6.7 M) EAST OF THE EAST END OF THE NORTH TRESTLE OF
 DM6882'THE THE BRIDGE BETWEEN THE NORTH SIDEWALK AND WEST BOUND LANES OF
 DM6882'PARKWAY AVENUE, 25.0 FT (7.6 M) WEST-NORTHWEST OF POLE NUMBER 61861EW,
 DM6882'7.9 FT (2.4 M) SOUTH-SOUTHWEST OF THE SOUTH END OF A CHAIN LINK FENCE.
 DM6882'THE STATION IS ABOUT 2 FT (0.6 M) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3228 ***********************************************************************
 DS3228  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3228  DESIGNATION -  11 U 5
 DS3228  PID         -  DS3228
 DS3228  STATE/COUNTY-  NJ/MERCER
 DS3228  COUNTRY     -  US
 DS3228  USGS QUAD   -  PRINCETON (2019)
 DS3228
 DS3228                         *CURRENT SURVEY CONTROL
 DS3228  ______________________________________________________________________
 DS3228* NAD 83(2011) POSITION- 40 17 50.32673(N) 074 40 48.27704(W)   ADJUSTED
 DS3228* NAD 83(2011) ELLIP HT-    -4.058 (meters)        (12/05/24)   ADJUSTED
 DS3228* NAD 83(2011) EPOCH   -  2010.00
 DS3228* NAVD 88 ORTHO HEIGHT -    29.14  (meters)       95.6   (feet) GPS OBS
 DS3228  ______________________________________________________________________
 DS3228  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 DS3228  NAD 83(2011) X  -  1,287,069.902 (meters)                     COMP
 DS3228  NAD 83(2011) Y  - -4,698,315.796 (meters)                     COMP
 DS3228  NAD 83(2011) Z  -  4,103,217.116 (meters)                     COMP
 DS3228  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 DS3228
 DS3228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3228  Standards:
 DS3228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3228  -------------------------------------------------------------------
 DS3228  NETWORK    0.41   1.12           0.18   0.15   0.57     -0.06825814
 DS3228  -------------------------------------------------------------------
 DS3228  Click here for local accuracies and other accuracy information.
 DS3228
 DS3228.The horizontal coordinates were established by GPS observations
 DS3228.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3228
 DS3228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3228.been affixed to the stable North American tectonic plate. See 
 DS3228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3228
 DS3228.The horizontal coordinates are valid at the epoch date displayed above
 DS3228.which is a decimal equivalence of Year/Month/Day.
 DS3228
 DS3228.The orthometric height was determined by GPS observations and a
 DS3228.high-resolution geoid model using precise GPS observation and
 DS3228.processing techniques.
 DS3228
 DS3228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3228.GEOID18 height accuracy estimate available here.
 DS3228
 DS3228.Click photographs - Photos may exist for this station.
 DS3228
 DS3228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3228
 DS3228.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3228
 DS3228.The ellipsoidal height was determined by GPS observations
 DS3228.and is referenced to NAD 83.
 DS3228
 DS3228. The following values were computed from the NAD 83(2011) position.
 DS3228
 DS3228;                    North         East     Units Scale Factor Converg.
 DS3228;SPC NJ       -   162,539.554   134,690.961   MT  0.99990288   -0 06 59.3
 DS3228;SPC NJ       -   533,265.19    441,898.59   sFT  0.99990288   -0 06 59.3
 DS3228;UTM  18      - 4,460,805.996   527,189.752   MT  0.99960910   +0 12 24.9
 DS3228
 DS3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3228!SPC NJ       -   1.00000064  x   0.99990288  =   0.99990352
 DS3228!UTM  18      -   1.00000064  x   0.99960910  =   0.99960974
 DS3228
 DS3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2718960805(NAD 83)
 DS3228
 DS3228                          SUPERSEDED SURVEY CONTROL
 DS3228
 DS3228.No superseded survey control is available for this station.
 DS3228
 DS3228_MARKER: DD = SURVEY DISK
 DS3228_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3228_SP_SET: RECTANGULAR JUNCTION BOX
 DS3228_STAMPING: 11 U 5 2024
 DS3228_MARK LOGO: NJGS
 DS3228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3228+STABILITY: SURFACE MOTION
 DS3228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3228+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 DS3228
 DS3228  HISTORY     - Date     Condition        Report By
 DS3228  HISTORY     - 20240521 MONUMENTED       NJGS
 DS3228
 DS3228                          STATION DESCRIPTION
 DS3228
 DS3228'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3228'THE STATION IS LOCATED ABOUT 6.5 MI (10.4 KM) NORTH-NORTHEAST OF
 DS3228'TRENTON, 6.2 MI (10.1 KM) EAST-SOUTHEAST OF PENNINGTON AND 3.7 MI (6.0
 DS3228'KM) SOUTH-SOUTHWEST OF PRINCETON, IN LAWRENCE TOWNSHIP.
 DS3228'
 DS3228'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF AN
 DS3228'ELECTRICAL JUNCTION BOX LOCATED IN THE TRIANGULAR GRASS ISLAND FOR THE
 DS3228'SOUTHBOUND LANES OF U.S. HIGHWAY 1 ONTO QUAKERBRIDGE ROAD (COUNTY
 DS3228'ROUTE 533) AND THE ON RAMP FROM THE SOUTHBOUND LANE OF QUAKERBRIDGE
 DS3228'ROAD ONTO U.S. HIGHWAY 1. THE JUNCTION RAMP COMPLEX IS EAST OF THE
 DS3228'MERCER MALL SHOPPING FACILITY AND SOUTH-SOUTHWEST OF THE QUAKERBRIDGE
 DS3228'ROAD BRIDGE OVER U.S. HIGHWAY 1.
 DS3228'
 DS3228'THE STATION IS ABOUT 75 FT (22.9 M) NORTHWEST OF THE U.S. HIGHWAY 1
 DS3228'SERVICE LANES, 9 FT (2.7 M) SOUTH OF THE SOUTH CURB OF THE EXIT RAMP
 DS3228'LEADING TO QUAKERBRIDGE ROAD, 58.6 FT (17.9 M) EAST OF THE SOUTHEAST
 DS3228'END OF A BARRIER WALL, 76.3 FT (23.3 M) NORTH OF POLE NUMBER 66362,
 DS3228'35.8 FT (10.9 M) NORTHWEST OF A STORM MANHOLE, 31.5 FT (9.6 M)
 DS3228'NORTHWEST OF THE CENTER OF A 2 FT (0.6 M) DIAMETER STORM DRAIN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6335 ***********************************************************************
 KV6335  DESIGNATION -  11 V 1
 KV6335  PID         -  KV6335
 KV6335  STATE/COUNTY-  NJ/MERCER
 KV6335  COUNTRY     -  US
 KV6335  USGS QUAD   -  TRENTON EAST (2019)
 KV6335
 KV6335                         *CURRENT SURVEY CONTROL
 KV6335  ______________________________________________________________________
 KV6335* NAD 83(2011) POSITION- 40 11 31.78045(N) 074 41 04.72582(W)   ADJUSTED
 KV6335* NAD 83(2011) ELLIP HT-   -21.796 (meters)        (06/27/12)   ADJUSTED
 KV6335* NAD 83(2011) EPOCH   -  2010.00
 KV6335* NAVD 88 ORTHO HEIGHT -    11.090 (meters)       36.38  (feet) ADJUSTED
 KV6335  ______________________________________________________________________
 KV6335  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 KV6335  NAD 83(2011) X  -  1,288,684.072 (meters)                     COMP
 KV6335  NAD 83(2011) Y  - -4,705,680.770 (meters)                     COMP
 KV6335  NAD 83(2011) Z  -  4,094,293.495 (meters)                     COMP
 KV6335  LAPLACE CORR    -          4.93  (seconds)                    DEFLEC18
 KV6335  DYNAMIC HEIGHT  -         11.085 (meters)       36.37  (feet) COMP
 KV6335  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 KV6335
 KV6335  VERT ORDER      -  FIRST     CLASS II
 KV6335
 KV6335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6335  Standards:
 KV6335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6335  -------------------------------------------------------------------
 KV6335  NETWORK    0.61   0.96           0.28   0.21   0.49      0.02664147
 KV6335  -------------------------------------------------------------------
 KV6335  Click here for local accuracies and other accuracy information.
 KV6335
 KV6335.The horizontal coordinates were established by GPS observations
 KV6335.and adjusted by the National Geodetic Survey in June 2012.
 KV6335
 KV6335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6335.been affixed to the stable North American tectonic plate. See 
 KV6335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6335
 KV6335.The horizontal coordinates are valid at the epoch date displayed above
 KV6335.which is a decimal equivalence of Year/Month/Day.
 KV6335
 KV6335.The orthometric height was determined by differential leveling and
 KV6335.adjusted by the NATIONAL GEODETIC SURVEY
 KV6335.in June 1991.
 KV6335
 KV6335.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6335.GEOID18 height accuracy estimate available here.
 KV6335
 KV6335.Click photographs - Photos may exist for this station.
 KV6335
 KV6335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6335
 KV6335.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6335
 KV6335.The ellipsoidal height was determined by GPS observations
 KV6335.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6335
 KV6335;                    North         East     Units Scale Factor Converg.
 KV6335;SPC NJ       -   150,865.530   134,278.216   MT  0.99990304   -0 07 09.0
 KV6335;SPC NJ       -   494,964.66    440,544.45   sFT  0.99990304   -0 07 09.0
 KV6335;SPC PA S     -    99,889.207   860,966.826   MT  0.99996963   +1 59 19.6
 KV6335;SPC PA S     -   327,719.84  2,824,688.66   sFT  0.99996963   +1 59 19.6
 KV6335;UTM  18      - 4,449,133.264   526,842.932   MT  0.99960887   +0 12 12.7
 KV6335
 KV6335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6335!SPC NJ       -   1.00000342  x   0.99990304  =   0.99990646
 KV6335!SPC PA S     -   1.00000342  x   0.99996963  =   0.99997305
 KV6335!UTM  18      -   1.00000342  x   0.99960887  =   0.99961229
 KV6335
 KV6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2684249133(NAD 83)
 KV6335
 KV6335                          SUPERSEDED SURVEY CONTROL
 KV6335
 KV6335  NAD 83(2007)-  40 11 31.78067(N)    074 41 04.72658(W) AD(2002.00) 0
 KV6335  ELLIP H (02/10/07)  -21.788  (m)                       GP(2002.00)    
 KV6335  ELLIP H (10/23/02)  -21.759  (m)                       GP(       ) 4 1
 KV6335  NAD 83(1996)-  40 11 31.78062(N)    074 41 04.72681(W) AD(       ) 1
 KV6335  ELLIP H (05/14/99)  -21.761  (m)                       GP(       ) 4 1
 KV6335  NAD 83(1986)-  40 11 31.78074(N)    074 41 04.72943(W) AD(       ) 1
 KV6335  NAVD 88              11.09   (m)           36.4    (f) LEVELING    3  
 KV6335  NGVD 29              11.42   (m)           37.5    (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
 KV6335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6335.See file dsdata.pdf to determine how the superseded data were derived.
 KV6335
 KV6335_MARKER: DD = SURVEY DISK
 KV6335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.
 KV6335'
 KV6335'THE STATION IS LOCATED IN HAMILTON TOWNSHIP IN THE CENTER GRASS MEDIAN
 KV6335'OF INTERSTATE HIGHWAY 195 AT MILE POINT 2.15.
 KV6335'
 KV6335'TO REACH THE STATION FROM THE BRIDGE CARRYING YARDVILLE HAMILTON
 KV6335'SQUARE ROAD OVER INTERSTATE HIGHWAY 195 AT INTERCHANGE 3, GO WEST ON
 KV6335'INTERSTATE HIGHWAY 195 FOR 1.2 MI TO THE STATION ON THE LEFT, SET
 KV6335'FLUSH WITH THE GROUND.
 KV6335'
 KV6335'THE STATION IS 4.15 M SOUTH FROM THE SOUTH EDGE OF THE WESTBOUND LANES
 KV6335'OF INTERSTATE HIGHWAY 195, 4.1 M NORTH FROM THE NORTH EDGE OF THE
 KV6335'EASTBOUND LANES OF INTERSTATE HIGHWAY 195, 17.7 M WEST FROM AN INLET
 KV6335'IN THE MEDIAN, 95.2 M EAST ALONG THE MEDIAN FROM MILE POST 2.1 ON THE
 KV6335'EAST BOUND LANES, 0.5 M SOUTH FROM A METAL WITNESS POST, AND 7.5 M
 KV6335'SOUTHWEST FROM THE RANGE OF A LARGE TRAFFIC SIGN WHICH READS, EXITS
 KV6335'3A-B YARDVILLE HAMILTON SQUARE ROAD ONE MILE, LOCATED ON THE SOUTH
 KV6335'SIDE OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 195.
 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 = JULY 24, 2026 22:12:30 EDT
 KV6790 ***********************************************************************
 KV6790  DESIGNATION -  11 V 2
 KV6790  PID         -  KV6790
 KV6790  STATE/COUNTY-  NJ/MERCER
 KV6790  COUNTRY     -  US
 KV6790  USGS QUAD   -  PRINCETON (2019)
 KV6790
 KV6790                         *CURRENT SURVEY CONTROL
 KV6790  ______________________________________________________________________
 KV6790* NAD 83(2011) POSITION- 40 18 36.55056(N) 074 44 03.65308(W)   ADJUSTED
 KV6790* NAD 83(2011) ELLIP HT-    16.016 (meters)        (06/27/12)   ADJUSTED
 KV6790* NAD 83(2011) EPOCH   -  2010.00
 KV6790* NAVD 88 ORTHO HEIGHT -    49.4   (meters)      162.    (feet) GPS OBS
 KV6790  ______________________________________________________________________
 KV6790  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6790  GEOID HEIGHT    -        -33.620 (meters)                     GEOID93
 KV6790  GEOID HEIGHT    -        -33.387 (meters)                     GEOID18
 KV6790  NAD 83(2011) X  -  1,282,380.245 (meters)                     COMP
 KV6790  NAD 83(2011) Y  - -4,698,657.888 (meters)                     COMP
 KV6790  NAD 83(2011) Z  -  4,104,317.419 (meters)                     COMP
 KV6790  LAPLACE CORR    -          4.90  (seconds)                    DEFLEC18
 KV6790
 KV6790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6790  Standards:
 KV6790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6790  -------------------------------------------------------------------
 KV6790  NETWORK    0.40   0.51           0.14   0.18   0.26     -0.12278527
 KV6790  -------------------------------------------------------------------
 KV6790  Click here for local accuracies and other accuracy information.
 KV6790
 KV6790.The horizontal coordinates were established by GPS observations
 KV6790.and adjusted by the National Geodetic Survey in June 2012.
 KV6790
 KV6790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6790.been affixed to the stable North American tectonic plate. See 
 KV6790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6790
 KV6790.The horizontal coordinates are valid at the epoch date displayed above
 KV6790.which is a decimal equivalence of Year/Month/Day.
 KV6790
 KV6790.The orthometric height was determined by GPS observations and a
 KV6790.high-resolution geoid model.
 KV6790
 KV6790.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6790.GEOID18 height accuracy estimate available here.
 KV6790
 KV6790.Click photographs - Photos may exist for this station.
 KV6790
 KV6790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6790
 KV6790.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6790
 KV6790.The ellipsoidal height was determined by GPS observations
 KV6790.and is referenced to NAD 83.
 KV6790
 KV6790. The following values were computed from the NAD 83(2011) position.
 KV6790
 KV6790;                    North         East     Units Scale Factor Converg.
 KV6790;SPC NJ       -   163,975.959   130,080.931   MT  0.99990488   -0 09 05.8
 KV6790;SPC NJ       -   537,977.79    426,773.85   sFT  0.99990488   -0 09 05.8
 KV6790;UTM  18      - 4,462,215.939   522,573.055   MT  0.99960627   +0 10 18.7
 KV6790
 KV6790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6790!SPC NJ       -   0.99999749  x   0.99990488  =   0.99990237
 KV6790!UTM  18      -   0.99999749  x   0.99960627  =   0.99960376
 KV6790
 KV6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2257362215(NAD 83)
 KV6790
 KV6790                          SUPERSEDED SURVEY CONTROL
 KV6790
 KV6790  NAD 83(2007)-  40 18 36.55109(N)    074 44 03.65401(W) AD(2002.00) 0
 KV6790  ELLIP H (02/10/07)   16.046  (m)                       GP(2002.00)    
 KV6790  ELLIP H (10/23/02)   16.073  (m)                       GP(       ) 4 1
 KV6790  NAD 83(1996)-  40 18 36.55158(N)    074 44 03.65414(W) AD(       ) 1
 KV6790  ELLIP H (05/14/99)   16.092  (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)  GEOID90  model used  GPS OBS        
 KV6790
 KV6790.Superseded values are not recommended for survey control.
 KV6790
 KV6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6790.See file dsdata.pdf to determine how the superseded data were derived.
 KV6790
 KV6790_MARKER: DD = SURVEY DISK
 KV6790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20140915 MARK NOT FOUND   AAAS
 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.
 KV6790
 KV6790                          STATION RECOVERY (2014)
 KV6790
 KV6790'RECOVERY NOTE BY ARORA AND ASSOCIATES 2014 (PRD)
 KV6790'STAKED OUT TO COORDINATES AND DUG IN THE AREA. NO EVIDENCE OF A MARK
 KV6790'WAS FOUND. TALL TREES PREVENT GOOD GNSS OBSERVATIONS AT LOCATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9791 ***********************************************************************
 DE9791  DESIGNATION -  11 V 3
 DE9791  PID         -  DE9791
 DE9791  STATE/COUNTY-  NJ/MERCER
 DE9791  COUNTRY     -  US
 DE9791  USGS QUAD   -  TRENTON WEST (2016)
 DE9791
 DE9791                         *CURRENT SURVEY CONTROL
 DE9791  ______________________________________________________________________
 DE9791* NAD 83(2011) POSITION- 40 11 53.04079(N) 074 45 09.67870(W)   ADJUSTED
 DE9791* NAD 83(2011) ELLIP HT-   -19.315 (meters)        (06/27/12)   ADJUSTED
 DE9791* NAD 83(2011) EPOCH   -  2010.00
 DE9791* NAVD 88 ORTHO HEIGHT -    13.744 (meters)       45.09  (feet) ADJUSTED
 DE9791  ______________________________________________________________________
 DE9791  GEOID HEIGHT    -        -33.067 (meters)                     GEOID18
 DE9791  NAD 83(2011) X  -  1,282,984.061 (meters)                     COMP
 DE9791  NAD 83(2011) Y  - -4,706,801.356 (meters)                     COMP
 DE9791  NAD 83(2011) Z  -  4,094,795.993 (meters)                     COMP
 DE9791  LAPLACE CORR    -          4.43  (seconds)                    DEFLEC18
 DE9791  DYNAMIC HEIGHT  -         13.738 (meters)       45.07  (feet) COMP
 DE9791  MODELED GRAVITY -    980,182.8   (mgal)                       NAVD 88
 DE9791
 DE9791  VERT ORDER      -  FIRST     CLASS II
 DE9791
 DE9791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9791  Standards:
 DE9791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9791  -------------------------------------------------------------------
 DE9791  NETWORK    0.91   1.39           0.42   0.31   0.71      0.05949958
 DE9791  -------------------------------------------------------------------
 DE9791  Click here for local accuracies and other accuracy information.
 DE9791
 DE9791.The horizontal coordinates were established by GPS observations
 DE9791.and adjusted by the National Geodetic Survey in June 2012.
 DE9791
 DE9791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9791.been affixed to the stable North American tectonic plate. See 
 DE9791.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9791
 DE9791.The horizontal coordinates are valid at the epoch date displayed above
 DE9791.which is a decimal equivalence of Year/Month/Day.
 DE9791
 DE9791.The orthometric height was determined by differential leveling and
 DE9791.adjusted by the NATIONAL GEODETIC SURVEY
 DE9791.in March 2005.
 DE9791
 DE9791.No vertical observational check was made to the station.
 DE9791
 DE9791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9791.GEOID18 height accuracy estimate available here.
 DE9791
 DE9791.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 DE9791
 DE9791.The ellipsoidal height was determined by GPS observations
 DE9791.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DE9791
 DE9791;                    North         East     Units Scale Factor Converg.
 DE9791;SPC NJ       -   151,535.489   128,486.566   MT  0.99990570   -0 09 47.1
 DE9791;SPC NJ       -   497,162.68    421,543.01   sFT  0.99990570   -0 09 47.1
 DE9791;UTM  18      - 4,449,770.404   521,049.324   MT  0.99960545   +0 09 34.6
 DE9791
 DE9791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9791!SPC NJ       -   1.00000303  x   0.99990570  =   0.99990873
 DE9791!UTM  18      -   1.00000303  x   0.99960545  =   0.99960848
 DE9791
 DE9791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2104949770(NAD 83)
 DE9791
 DE9791|---------------------------------------------------------------------|
 DE9791| PID    Reference Object                     Distance      Geod. Az  |
 DE9791|                                                           dddmmss.s |
 DE9791| DE9792 11 D 4                              388.815 METERS 17100     |
 DE9791|---------------------------------------------------------------------|
 DE9791
 DE9791                          SUPERSEDED SURVEY CONTROL
 DE9791
 DE9791  NAD 83(2007)-  40 11 53.04125(N)    074 45 09.67957(W) AD(2002.00) 0
 DE9791  ELLIP H (02/10/07)  -19.311  (m)                       GP(2002.00)    
 DE9791  NAD 83(1996)-  40 11 53.04145(N)    074 45 09.67975(W) AD(       ) 1
 DE9791  ELLIP H (04/17/03)  -19.282  (m)                       GP(       ) 3 1
 DE9791  NAVD 88 (04/17/03)   13.7    (m)  GEOID99  model used  GPS OBS        
 DE9791
 DE9791.Superseded values are not recommended for survey control.
 DE9791
 DE9791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9791.See file dsdata.pdf to determine how the superseded data were derived.
 DE9791
 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 = JULY 24, 2026 22:12:30 EDT
 DM6883 ***********************************************************************
 DM6883  DESIGNATION -  11 V 4
 DM6883  PID         -  DM6883
 DM6883  STATE/COUNTY-  NJ/MERCER
 DM6883  COUNTRY     -  US
 DM6883  USGS QUAD   -  PENNINGTON (2019)
 DM6883
 DM6883                         *CURRENT SURVEY CONTROL
 DM6883  ______________________________________________________________________
 DM6883* NAD 83(1986) POSITION- 40 15 57.     (N) 074 49 10.     (W)   SCALED
 DM6883* NAVD 88 ORTHO HEIGHT -    51.224 (meters)      168.06  (feet) ADJUSTED
 DM6883  ______________________________________________________________________
 DM6883  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 DM6883  DYNAMIC HEIGHT  -         51.200 (meters)      167.98  (feet) COMP
 DM6883  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 DM6883
 DM6883  VERT ORDER      -  FIRST     CLASS I
 DM6883
 DM6883.The horizontal coordinates were scaled from a map and have
 DM6883.an estimated accuracy of +/- 6 seconds.
 DM6883
 DM6883.The orthometric height was determined by differential leveling and
 DM6883.adjusted by the NATIONAL GEODETIC SURVEY
 DM6883.in May 2012.
 DM6883
 DM6883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6883.GEOID18 height accuracy estimate available here.
 DM6883
 DM6883.Click photographs - Photos may exist for this station.
 DM6883
 DM6883.The dynamic height is computed by dividing the NAVD 88
 DM6883.geopotential number by the normal gravity value computed on the
 DM6883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6883.degrees latitude (g = 980.6199 gals.).
 DM6883
 DM6883.The modeled gravity was interpolated from observed gravity values.
 DM6883
 DM6883;                    North         East    Units  Estimated Accuracy
 DM6883;SPC NJ       -   159,080.      122,830.      MT  (+/- 180 meters Scaled)
 DM6883
 DM6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK153572(NAD 83)
 DM6883
 DM6883                          SUPERSEDED SURVEY CONTROL
 DM6883
 DM6883.No superseded survey control is available for this station.
 DM6883
 DM6883_MARKER: DD = SURVEY DISK
 DM6883_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6883_SP_SET: SIGN BASE
 DM6883_STAMPING: 11 V 4 2009
 DM6883_MARK LOGO: NJGS
 DM6883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6883+STABILITY: SURFACE MOTION
 DM6883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6883+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2009
 DM6883
 DM6883  HISTORY     - Date     Condition        Report By
 DM6883  HISTORY     - 20090319 MONUMENTED       NJGS
 DM6883
 DM6883                          STATION DESCRIPTION
 DM6883
 DM6883'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6883'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6883'EAST SIDE OF A RECTANGULAR SIGN BASE FOR THE LUKOIL GAS STATION ON THE
 DM6883'SOUTHWEST CORNER OF WEST UPPER FERRY ROAD/GRAND AVENUE AND BEAR TAVERN
 DM6883'ROAD.
 DM6883'
 DM6883'TO REACH THE STATION FROM THE JUNCTION OF PARKWAY AVENUE AND LOWER
 DM6883'FERRY ROAD, GO 1.5 MI (2.4 KM) WEST-NORTHWEST OF PARKWAY AVENUE/WEST
 DM6883'LOWER FERRY ROAD TO THE STATION ON THE LEFT.
 DM6883'
 DM6883'IT IS ALSO ABOUT 0.9 MI (1.4 KM) SOUTHEAST ALONG BEAR TAVERN ROAD FROM
 DM6883'THE JUNCTION OF US INTERSTATE 95 (EXIT 2).
 DM6883'
 DM6883'THE STATION IS 43.5 FT (13.3 M) SOUTHWEST OF THE CENTERLINE OF GRAND
 DM6883'AVENUE, 38.0 FT (11.6 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF WEST
 DM6883'UPPER FERRY ROAD, 7.0 FT (2.1 M) SOUTH-SOUTHWEST OF POLE NUMBER
 DM6883'64359EW, 10.6 FT (3.2 M) NORTHWEST OF THE TRAFFIC SIGNAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3227 ***********************************************************************
 DS3227  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3227  DESIGNATION -  11 V 5
 DS3227  PID         -  DS3227
 DS3227  STATE/COUNTY-  NJ/MERCER
 DS3227  COUNTRY     -  US
 DS3227  USGS QUAD   -  PRINCETON (2019)
 DS3227
 DS3227                         *CURRENT SURVEY CONTROL
 DS3227  ______________________________________________________________________
 DS3227* NAD 83(2011) POSITION- 40 20 18.59399(N) 074 37 45.32769(W)   ADJUSTED
 DS3227* NAD 83(2011) ELLIP HT-   -13.895 (meters)        (12/05/24)   ADJUSTED
 DS3227* NAD 83(2011) EPOCH   -  2010.00
 DS3227* NAVD 88 ORTHO HEIGHT -    19.29  (meters)       63.3   (feet) GPS OBS
 DS3227  ______________________________________________________________________
 DS3227  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 DS3227  NAD 83(2011) X  -  1,290,450.313 (meters)                     COMP
 DS3227  NAD 83(2011) Y  - -4,694,311.955 (meters)                     COMP
 DS3227  NAD 83(2011) Z  -  4,106,697.696 (meters)                     COMP
 DS3227  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 DS3227
 DS3227  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3227  Standards:
 DS3227         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3227            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3227  -------------------------------------------------------------------
 DS3227  NETWORK    0.42   1.20           0.19   0.15   0.61     -0.06181244
 DS3227  -------------------------------------------------------------------
 DS3227  Click here for local accuracies and other accuracy information.
 DS3227
 DS3227.The horizontal coordinates were established by GPS observations
 DS3227.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3227
 DS3227.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3227.been affixed to the stable North American tectonic plate. See 
 DS3227.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3227
 DS3227.The horizontal coordinates are valid at the epoch date displayed above
 DS3227.which is a decimal equivalence of Year/Month/Day.
 DS3227
 DS3227.The orthometric height was determined by GPS observations and a
 DS3227.high-resolution geoid model using precise GPS observation and
 DS3227.processing techniques.
 DS3227
 DS3227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3227.GEOID18 height accuracy estimate available here.
 DS3227
 DS3227.Click photographs - Photos may exist for this station.
 DS3227
 DS3227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3227
 DS3227.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3227
 DS3227.The ellipsoidal height was determined by GPS observations
 DS3227.and is referenced to NAD 83.
 DS3227
 DS3227. The following values were computed from the NAD 83(2011) position.
 DS3227
 DS3227;                    North         East     Units Scale Factor Converg.
 DS3227;SPC NJ       -   167,104.807   139,017.980   MT  0.99990148   -0 05 01.2
 DS3227;SPC NJ       -   548,243.02    456,094.82   sFT  0.99990148   -0 05 01.2
 DS3227;UTM  18      - 4,465,394.271   531,489.671   MT  0.99961221   +0 14 23.9
 DS3227
 DS3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3227!SPC NJ       -   1.00000218  x   0.99990148  =   0.99990366
 DS3227!UTM  18      -   1.00000218  x   0.99961221  =   0.99961439
 DS3227
 DS3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3148965394(NAD 83)
 DS3227
 DS3227                          SUPERSEDED SURVEY CONTROL
 DS3227
 DS3227.No superseded survey control is available for this station.
 DS3227
 DS3227_MARKER: DD = SURVEY DISK
 DS3227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3227_SP_SET: BRIDGE SIDEWALK
 DS3227_STAMPING: 11 V 5 2024
 DS3227_MARK LOGO: NJGS
 DS3227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3227+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 DS3227
 DS3227  HISTORY     - Date     Condition        Report By
 DS3227  HISTORY     - 20240521 MONUMENTED       NJGS
 DS3227
 DS3227                          STATION DESCRIPTION
 DS3227
 DS3227'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3227'THE STATION IS LOCATED ABOUT 5.2 MI (8.3 KM) WEST-SOUTHWEST OF
 DS3227'MONMOUTH JUNCTION, 4.2 MI (6.8 KM) SOUTH OF ROCKY HILL AND 1.7 MI (2.8
 DS3227'KM) EAST-SOUTHEAST OF PRINCETON, IN WEST WINDSOR TOWNSHIP.
 DS3227'
 DS3227'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND WASHINGTON ROAD
 DS3227'(COUNTY ROUTE 571) IN PENNS NECK, GO 0.7 MI (1.1 KM) NORTHEAST ON U.S.
 DS3227'HIGHWAY 1 TO THE STATION ON THE RIGHT.
 DS3227'
 DS3227'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST SIDEWALK ON TOP OF
 DS3227'THE SOUTH CORNER OF ABUTMENT OF THE U.S. HIGHWAY BRIDGE SPANNING THE
 DS3227'MILLSTONE RIVER, 3.4 FT (1.0 M) SOUTHEAST OF THE CURB, 3.2 FT (1.0 M)
 DS3227'NORTHWEST OF THE NORTHWEST FACE OF THE CONCRETE BALUSTRADE WALL, 63 FT
 DS3227'(19.2 M) NORTHEAST OF A SIGN (NO STOPPING OR STANDING), 161 FT (49.1
 DS3227'M) NORTHEAST OF POLE NUMBER 63545WW, ABOUT 17 FT (5.2 M) SOUTHWEST OF
 DS3227'THE BRIDGE NAME PLATE, ABOUT 65 FT (19.8 M) SOUTH-SOUTHWEST OF THE
 DS3227'CENTERLINE OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6346 ***********************************************************************
 KV6346  DESIGNATION -  11 W 1
 KV6346  PID         -  KV6346
 KV6346  STATE/COUNTY-  NJ/MERCER
 KV6346  COUNTRY     -  US
 KV6346  USGS QUAD   -  TRENTON EAST (2019)
 KV6346
 KV6346                         *CURRENT SURVEY CONTROL
 KV6346  ______________________________________________________________________
 KV6346* NAD 83(1986) POSITION- 40 11 07.89   (N) 074 41 59.71   (W)   HD_HELD1
 KV6346* NAVD 88 ORTHO HEIGHT -    13.880 (meters)       45.54  (feet) ADJUSTED
 KV6346  ______________________________________________________________________
 KV6346  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 KV6346  DYNAMIC HEIGHT  -         13.874 (meters)       45.52  (feet) COMP
 KV6346  MODELED GRAVITY -    980,191.3   (mgal)                       NAVD 88
 KV6346
 KV6346  VERT ORDER      -  FIRST     CLASS II
 KV6346
 KV6346.The horizontal coordinates were determined by differentially corrected
 KV6346.hand held GPS observations or other comparable positioning techniques
 KV6346.and have an estimated accuracy of +/- 3 meters.
 KV6346
 KV6346.The orthometric height was determined by differential leveling and
 KV6346.adjusted by the NATIONAL GEODETIC SURVEY
 KV6346.in March 2005.
 KV6346
 KV6346.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6346.GEOID18 height accuracy estimate available here.
 KV6346
 KV6346.Click photographs - Photos may exist for this station.
 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       -   150,131.5     132,976.1     MT  (+/- 3 meters HH1 GPS) 
 KV6346
 KV6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2554548392(NAD 83)
 KV6346
 KV6346                          SUPERSEDED SURVEY CONTROL
 KV6346
 KV6346  NAVD 88 (06/15/91)   13.890  (m)           45.57   (f) SUPERSEDED  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
 KV6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6346.See file dsdata.pdf to determine how the superseded data were derived.
 KV6346
 KV6346_MARKER: DD = SURVEY DISK
 KV6346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6791 ***********************************************************************
 KV6791  DESIGNATION -  11 W 2
 KV6791  PID         -  KV6791
 KV6791  STATE/COUNTY-  NJ/MERCER
 KV6791  COUNTRY     -  US
 KV6791  USGS QUAD   -  PRINCETON (2019)
 KV6791
 KV6791                         *CURRENT SURVEY CONTROL
 KV6791  ______________________________________________________________________
 KV6791* NAD 83(2011) POSITION- 40 16 27.23141(N) 074 42 01.20160(W)   ADJUSTED
 KV6791* NAD 83(2011) ELLIP HT-   -17.529 (meters)        (06/27/12)   ADJUSTED
 KV6791* NAD 83(2011) EPOCH   -  2010.00
 KV6791* NAVD 88 ORTHO HEIGHT -    15.7   (meters)       52.    (feet) VERTCON3
 KV6791  ______________________________________________________________________
 KV6791  GEOID HEIGHT    -        -33.192 (meters)                     GEOID18
 KV6791  NAD 83(2011) X  -  1,285,843.324 (meters)                     COMP
 KV6791  NAD 83(2011) Y  - -4,700,359.152 (meters)                     COMP
 KV6791  NAD 83(2011) Z  -  4,101,253.254 (meters)                     COMP
 KV6791  LAPLACE CORR    -          5.35  (seconds)                    DEFLEC18
 KV6791
 KV6791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6791  Standards:
 KV6791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6791  -------------------------------------------------------------------
 KV6791  NETWORK    0.80   0.82           0.31   0.34   0.42      0.11408534
 KV6791  -------------------------------------------------------------------
 KV6791  Click here for local accuracies and other accuracy information.
 KV6791
 KV6791.The horizontal coordinates were established by GPS observations
 KV6791.and adjusted by the National Geodetic Survey in June 2012.
 KV6791
 KV6791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6791.been affixed to the stable North American tectonic plate. See 
 KV6791.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6791
 KV6791.The horizontal coordinates are valid at the epoch date displayed above
 KV6791.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6791.GEOID18 height accuracy estimate available here.
 KV6791
 KV6791.Click photographs - Photos may exist for this station.
 KV6791
 KV6791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6791
 KV6791.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6791
 KV6791.The ellipsoidal height was determined by GPS observations
 KV6791.and is referenced to NAD 83.
 KV6791
 KV6791. The following values were computed from the NAD 83(2011) position.
 KV6791
 KV6791;                    North         East     Units Scale Factor Converg.
 KV6791;SPC NJ       -   159,980.473   132,963.055   MT  0.99990357   -0 07 46.2
 KV6791;SPC NJ       -   524,869.27    436,229.62   sFT  0.99990357   -0 07 46.2
 KV6791;SPC PA S     -   108,950.180   859,317.170   MT  0.99996422   +1 58 43.0
 KV6791;SPC PA S     -   357,447.38  2,819,276.42   sFT  0.99996422   +1 58 43.0
 KV6791;UTM  18      - 4,458,237.963   525,476.819   MT  0.99960799   +0 11 37.4
 KV6791
 KV6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6791!SPC NJ       -   1.00000275  x   0.99990357  =   0.99990632
 KV6791!SPC PA S     -   1.00000275  x   0.99996422  =   0.99996697
 KV6791!UTM  18      -   1.00000275  x   0.99960799  =   0.99961074
 KV6791
 KV6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2547658237(NAD 83)
 KV6791
 KV6791                          SUPERSEDED SURVEY CONTROL
 KV6791
 KV6791  NAD 83(2007)-  40 16 27.23189(N)    074 42 01.20239(W) AD(2002.00) 0
 KV6791  ELLIP H (02/10/07)  -17.507  (m)                       GP(2002.00)    
 KV6791  ELLIP H (10/23/02)  -17.482  (m)                       GP(       ) 4 1
 KV6791  NAD 83(1996)-  40 16 27.23226(N)    074 42 01.20253(W) AD(       ) 1
 KV6791  ELLIP H (05/14/99)  -17.472  (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)  GEOID90  model used  GPS OBS        
 KV6791
 KV6791.Superseded values are not recommended for survey control.
 KV6791
 KV6791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6791.See file dsdata.pdf to determine how the superseded data were derived.
 KV6791
 KV6791_MARKER: DD = SURVEY DISK
 KV6791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6791_STAMPING: 11 W 2 1991
 KV6791_MARK LOGO: NJGS
 KV6791_PROJECTION: FLUSH
 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 - February 16, 2022
 KV6791
 KV6791  HISTORY     - Date     Condition        Report By
 KV6791  HISTORY     - 1991     MONUMENTED       NJGS
 KV6791  HISTORY     - 20010508 GOOD             NJGS
 KV6791  HISTORY     - 20140915 GOOD             AAAS
 KV6791  HISTORY     - 20220216 GOOD             NJDT
 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.
 KV6791
 KV6791                          STATION RECOVERY (2014)
 KV6791
 KV6791'RECOVERY NOTE BY ARORA AND ASSOCIATES 2014 (PRD)
 KV6791'RECOVERED IN GOOD CONDITION.
 KV6791
 KV6791                          STATION RECOVERY (2022)
 KV6791
 KV6791'RECOVERY NOTE BY NJ DEPT OF TRANSP 2022 (JR)
 KV6791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9790 ***********************************************************************
 DE9790  DESIGNATION -  11 W 3
 DE9790  PID         -  DE9790
 DE9790  STATE/COUNTY-  NJ/MERCER
 DE9790  COUNTRY     -  US
 DE9790  USGS QUAD   -  TRENTON WEST (2016)
 DE9790
 DE9790                         *CURRENT SURVEY CONTROL
 DE9790  ______________________________________________________________________
 DE9790* NAD 83(1986) POSITION- 40 11 52.87   (N) 074 45 10.92   (W)   HD_HELD1
 DE9790* NAVD 88 ORTHO HEIGHT -    13.671 (meters)       44.85  (feet) ADJUSTED
 DE9790  ______________________________________________________________________
 DE9790  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 DE9790  DYNAMIC HEIGHT  -         13.665 (meters)       44.83  (feet) COMP
 DE9790  MODELED GRAVITY -    980,182.7   (mgal)                       NAVD 88
 DE9790
 DE9790  VERT ORDER      -  FIRST     CLASS II
 DE9790
 DE9790.The horizontal coordinates were determined by differentially corrected
 DE9790.hand held GPS observations or other comparable positioning techniques
 DE9790.and have an estimated accuracy of +/- 3 meters.
 DE9790
 DE9790.The orthometric height was determined by differential leveling and
 DE9790.adjusted by the NATIONAL GEODETIC SURVEY
 DE9790.in March 2005.
 DE9790
 DE9790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9790.GEOID18 height accuracy estimate available here.
 DE9790
 DE9790.Click photographs - Photos may exist for this station.
 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       -   151,530.3     128,457.2     MT  (+/- 3 meters HH1 GPS) 
 DE9790
 DE9790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2101949765(NAD 83)
 DE9790
 DE9790                          SUPERSEDED SURVEY CONTROL
 DE9790
 DE9790.No superseded survey control is available for this station.
 DE9790
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6884 ***********************************************************************
 DM6884  DESIGNATION -  11 W 4
 DM6884  PID         -  DM6884
 DM6884  STATE/COUNTY-  NJ/MERCER
 DM6884  COUNTRY     -  US
 DM6884  USGS QUAD   -  PENNINGTON (2019)
 DM6884
 DM6884                         *CURRENT SURVEY CONTROL
 DM6884  ______________________________________________________________________
 DM6884* NAD 83(1986) POSITION- 40 16 14.46   (N) 074 49 25.44   (W)   HD_HELD1
 DM6884* NAVD 88 ORTHO HEIGHT -    43.969 (meters)      144.26  (feet) ADJUSTED
 DM6884  ______________________________________________________________________
 DM6884  GEOID HEIGHT    -        -33.469 (meters)                     GEOID18
 DM6884  DYNAMIC HEIGHT  -         43.949 (meters)      144.19  (feet) COMP
 DM6884  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM6884
 DM6884  VERT ORDER      -  FIRST     CLASS I
 DM6884
 DM6884.The horizontal coordinates were determined by differentially corrected
 DM6884.hand held GPS observations or other comparable positioning techniques
 DM6884.and have an estimated accuracy of +/- 3 meters.
 DM6884
 DM6884.The orthometric height was determined by differential leveling and
 DM6884.adjusted by the NATIONAL GEODETIC SURVEY
 DM6884.in May 2012.
 DM6884
 DM6884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6884.GEOID18 height accuracy estimate available here.
 DM6884
 DM6884.Click photographs - Photos may exist for this station.
 DM6884
 DM6884.The dynamic height is computed by dividing the NAVD 88
 DM6884.geopotential number by the normal gravity value computed on the
 DM6884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6884.degrees latitude (g = 980.6199 gals.).
 DM6884
 DM6884.The modeled gravity was interpolated from observed gravity values.
 DM6884
 DM6884;                    North         East    Units  Estimated Accuracy
 DM6884;SPC NJ       -   159,617.6     122,467.4     MT  (+/- 3 meters HH1 GPS) 
 DM6884
 DM6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1498657816(NAD 83)
 DM6884
 DM6884                          SUPERSEDED SURVEY CONTROL
 DM6884
 DM6884.No superseded survey control is available for this station.
 DM6884
 DM6884_MARKER: DD = SURVEY DISK
 DM6884_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6884_SP_SET: PIPE CULVERT HEADWALL
 DM6884_STAMPING: 11 W 4 2009
 DM6884_MARK LOGO: NJGS
 DM6884_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6884+STABILITY: SURFACE MOTION
 DM6884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6884+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2009
 DM6884
 DM6884  HISTORY     - Date     Condition        Report By
 DM6884  HISTORY     - 20090319 MONUMENTED       NJGS
 DM6884
 DM6884                          STATION DESCRIPTION
 DM6884
 DM6884'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6884'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6884'SOUTHEAST END OF A PIPE DRAINAGE CULVERT ON THE NORTHWEST SIDE OF
 DM6884'TERMINAL ROAD (ROAD LEADING TO THE MERCER COUNTY-TRENTON AIRPORT.
 DM6884'
 DM6884'TO REACH THE STATION FROM THE JUNCTION OF PARKWAY AVENUE AND LOWER
 DM6884'FERRY ROAD, GO 1.5 MI (2.4 KM) WEST-NORTHWEST OF PARKWAY AVENUE/WEST
 DM6884'LOWER FERRY ROAD TO THE JUNCTION WITH BEAR TAVERN ROAD.  TURN RIGHT
 DM6884'AND GO 0.4 MI (0.6 KM) NORTHWEST ON BEAR TAVERN ROAD TO THE JUNCTION
 DM6884'WITH TERMINAL ROAD ON THE RIGHT.  TURN RIGHT AND GO ABOUT 120 FT (36.6
 DM6884'M) TO THE STATION ON THE LEFT.
 DM6884'
 DM6884'IT IS ALSO ABOUT 0.5 MI (0.8 KM) SOUTHEAST ALONG BEAR TAVERN ROAD FROM
 DM6884'THE JUNCTION OF US INTERSTATE 95 (EXIT 2).
 DM6884'
 DM6884'THE STATION IS 30 FT (9.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DM6884'TERMINAL ROAD, 115 FT (35.1 M) EAST-NORTHEAST OF THE CENTERLINE OF
 DM6884'BEAR TAVERN ROAD, 50.7 FT (15.5 M) SOUTHWEST OF A SIGN (I-95) WITH A
 DM6884'WITNESS SIGN ATTACHED, 85 FT (25.9 M) NORTHEAST OF A LIGHT POST, 86 FT
 DM6884'(26.2 M) EAST OF THE EAST EDGE OF THE TRENTON-MERCER COUNTY AIRPORT
 DM6884'SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3226 ***********************************************************************
 DS3226  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3226  DESIGNATION -  11 W 5
 DS3226  PID         -  DS3226
 DS3226  STATE/COUNTY-  NJ/MERCER
 DS3226  COUNTRY     -  US
 DS3226  USGS QUAD   -  TRENTON WEST (2016)
 DS3226
 DS3226                         *CURRENT SURVEY CONTROL
 DS3226  ______________________________________________________________________
 DS3226* NAD 83(2011) POSITION- 40 14 42.36113(N) 074 45 40.74238(W)   ADJUSTED
 DS3226* NAD 83(2011) ELLIP HT-   -12.136 (meters)        (12/05/24)   ADJUSTED
 DS3226* NAD 83(2011) EPOCH   -  2010.00
 DS3226* NAVD 88 ORTHO HEIGHT -    21.10  (meters)       69.2   (feet) GPS OBS
 DS3226  ______________________________________________________________________
 DS3226  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 DS3226  NAD 83(2011) X  -  1,281,390.228 (meters)                     COMP
 DS3226  NAD 83(2011) Y  - -4,703,745.964 (meters)                     COMP
 DS3226  NAD 83(2011) Z  -  4,098,788.304 (meters)                     COMP
 DS3226  LAPLACE CORR    -          4.75  (seconds)                    DEFLEC18
 DS3226
 DS3226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3226  Standards:
 DS3226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3226  -------------------------------------------------------------------
 DS3226  NETWORK    0.40   1.12           0.18   0.14   0.57     -0.03536489
 DS3226  -------------------------------------------------------------------
 DS3226  Click here for local accuracies and other accuracy information.
 DS3226
 DS3226.The horizontal coordinates were established by GPS observations
 DS3226.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3226
 DS3226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3226.been affixed to the stable North American tectonic plate. See 
 DS3226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3226
 DS3226.The horizontal coordinates are valid at the epoch date displayed above
 DS3226.which is a decimal equivalence of Year/Month/Day.
 DS3226
 DS3226.The orthometric height was determined by GPS observations and a
 DS3226.high-resolution geoid model using precise GPS observation and
 DS3226.processing techniques.
 DS3226
 DS3226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3226.GEOID18 height accuracy estimate available here.
 DS3226
 DS3226.Click photographs - Photos may exist for this station.
 DS3226
 DS3226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3226
 DS3226.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3226
 DS3226.The ellipsoidal height was determined by GPS observations
 DS3226.and is referenced to NAD 83.
 DS3226
 DS3226. The following values were computed from the NAD 83(2011) position.
 DS3226
 DS3226;                    North         East     Units Scale Factor Converg.
 DS3226;SPC NJ       -   156,759.643   127,767.305   MT  0.99990608   -0 10 07.8
 DS3226;SPC NJ       -   514,302.26    419,183.23   sFT  0.99990608   -0 10 07.8
 DS3226;UTM  18      - 4,454,988.852   520,300.860   MT  0.99960507   +0 09 15.1
 DS3226
 DS3226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3226!SPC NJ       -   1.00000190  x   0.99990608  =   0.99990798
 DS3226!UTM  18      -   1.00000190  x   0.99960507  =   0.99960697
 DS3226
 DS3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2030054988(NAD 83)
 DS3226
 DS3226                          SUPERSEDED SURVEY CONTROL
 DS3226
 DS3226.No superseded survey control is available for this station.
 DS3226
 DS3226_MARKER: DD = SURVEY DISK
 DS3226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3226_SP_SET: BRIDGE SIDEWALK
 DS3226_STAMPING: 11 W 5 2024
 DS3226_MARK LOGO: NJGS
 DS3226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3226+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 DS3226
 DS3226  HISTORY     - Date     Condition        Report By
 DS3226  HISTORY     - 20240521 MONUMENTED       NJGS
 DS3226
 DS3226                          STATION DESCRIPTION
 DS3226
 DS3226'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3226'THE STATION IS LOCATED ABOUT 8.9 MI (14.4 KM) SOUTHWEST OF PRINCETON,
 DS3226'6.0 MI (9.6 KM) SOUTH-SOUTHEAST OF PENNINGTON AND 2.2 MI (3.5 KM)
 DS3226'NORTH-NORTHWEST OF TRENTON, IN EWING TOWNSHIP, NJ.
 DS3226'
 DS3226'TO REACH FROM THE INTERSECTION OF OF PRINCETON AVENUE (U.S. HIGHWAY
 DS3226'206) AND NORTH OLDEN AVENUE (COUNTY ROUTE 622) GO 0.6 MI (1.0 KM)
 DS3226'WEST-NORTHWEST ON NORTH OLDEN AVENUE TO THE STATION ON THE RIGHT. THE
 DS3226'STATION IS ABOUT 350 FT (106.7 M) NORTHWEST OF THE CENTERLINE
 DS3226'INTERSECTION OF NORTH OLDEN AVENUE AND ARCTIC PARKWAY.
 DS3226'
 DS3226'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST SIDEWALK ON TOP OF
 DS3226'THE NORTH OLDEN AVENUE CULVERT SPANNING THE SHABAKUNK CREEK, 61 FT
 DS3226'(18.6 M) SOUTHEAST OF POLE NUMBER 66795, 11.5 FT (3.5 M) SOUTHEAST OF
 DS3226'THE NAME PLATE (BRIDGE NO. 441.21), 24 FT (7.3 M) NORTHWEST OF THE
 DS3226'SOUTHWEST CORNER FOR THE CONCRETE END BLOCK FOR THE PEDESTRIAN BRIDGE
 DS3226'RAIL, 8 FT (2.4 M) SOUTHWEST OF THE PEDESTRIAN RAIL, 2.6 FT (0.8 M)
 DS3226'NORTHEAST OF THE CURB, 48.8 FT (14.9 M) NORTHWEST OF POLE NUMBER 3420.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6347 ***********************************************************************
 KV6347  DESIGNATION -  11 X 1
 KV6347  PID         -  KV6347
 KV6347  STATE/COUNTY-  NJ/MERCER
 KV6347  COUNTRY     -  US
 KV6347  USGS QUAD   -  TRENTON EAST (2019)
 KV6347
 KV6347                         *CURRENT SURVEY CONTROL
 KV6347  ______________________________________________________________________
 KV6347* NAD 83(2011) POSITION- 40 11 06.97265(N) 074 42 26.28681(W)   ADJUSTED
 KV6347* NAD 83(2011) ELLIP HT-   -20.959 (meters)        (06/27/12)   ADJUSTED
 KV6347* NAD 83(2011) EPOCH   -  2010.00
 KV6347* NAVD 88 ORTHO HEIGHT -    11.961 (meters)       39.24  (feet) ADJUSTED
 KV6347  ______________________________________________________________________
 KV6347  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 KV6347  NAD 83(2011) X  -  1,286,953.657 (meters)                     COMP
 KV6347  NAD 83(2011) Y  - -4,706,666.873 (meters)                     COMP
 KV6347  NAD 83(2011) Z  -  4,093,709.506 (meters)                     COMP
 KV6347  LAPLACE CORR    -          4.86  (seconds)                    DEFLEC18
 KV6347  DYNAMIC HEIGHT  -         11.956 (meters)       39.23  (feet) COMP
 KV6347  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 KV6347
 KV6347  VERT ORDER      -  FIRST     CLASS II
 KV6347
 KV6347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6347  Standards:
 KV6347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6347  -------------------------------------------------------------------
 KV6347  NETWORK    0.60   0.90           0.27   0.21   0.46      0.16188146
 KV6347  -------------------------------------------------------------------
 KV6347  Click here for local accuracies and other accuracy information.
 KV6347
 KV6347.The horizontal coordinates were established by GPS observations
 KV6347.and adjusted by the National Geodetic Survey in June 2012.
 KV6347
 KV6347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6347.been affixed to the stable North American tectonic plate. See 
 KV6347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6347
 KV6347.The horizontal coordinates are valid at the epoch date displayed above
 KV6347.which is a decimal equivalence of Year/Month/Day.
 KV6347
 KV6347.The orthometric height was determined by differential leveling and
 KV6347.adjusted by the NATIONAL GEODETIC SURVEY
 KV6347.in March 2005.
 KV6347
 KV6347.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6347.GEOID18 height accuracy estimate available here.
 KV6347
 KV6347.Click photographs - Photos may exist for this station.
 KV6347
 KV6347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6347
 KV6347.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6347
 KV6347.The ellipsoidal height was determined by GPS observations
 KV6347.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6347
 KV6347;                    North         East     Units Scale Factor Converg.
 KV6347;SPC NJ       -   150,104.693   132,347.386   MT  0.99990383   -0 08 01.6
 KV6347;SPC NJ       -   492,468.48    434,209.72   sFT  0.99990383   -0 08 01.6
 KV6347;UTM  18      - 4,448,361.794   524,916.986   MT  0.99960764   +0 11 19.9
 KV6347
 KV6347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6347!SPC NJ       -   1.00000329  x   0.99990383  =   0.99990712
 KV6347!UTM  18      -   1.00000329  x   0.99960764  =   0.99961093
 KV6347
 KV6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2491648361(NAD 83)
 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  NAD 83(2007)-  40 11 06.97310(N)    074 42 26.28766(W) AD(2002.00) 0
 KV6347  ELLIP H (02/10/07)  -20.955  (m)                       GP(2002.00)    
 KV6347  NAD 83(1996)-  40 11 06.97323(N)    074 42 26.28784(W) AD(       ) 1
 KV6347  ELLIP H (04/17/03)  -20.927  (m)                       GP(       ) 3 1
 KV6347  NAVD 88              11.96   (m)           39.2    (f) LEVELING    3  
 KV6347  NAVD 88 (06/15/91)   11.959  (m)           39.24   (f) SUPERSEDED  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
 KV6347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6347.See file dsdata.pdf to determine how the superseded data were derived.
 KV6347
 KV6347_MARKER: DD = SURVEY DISK
 KV6347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'LOCATED 136.8 M EAST ALONG THE MEDIAN FROM MILE POST 0.7 ON THE WEST
 KV6347'BOUND LANES AND 0.5 M NORTH FROM A METAL WITNESS POST.
 KV6347
 KV6347                          STATION RECOVERY (2002)
 KV6347
 KV6347'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6792 ***********************************************************************
 KV6792  DESIGNATION -  11 X 2
 KV6792  PID         -  KV6792
 KV6792  STATE/COUNTY-  NJ/MERCER
 KV6792  COUNTRY     -  US
 KV6792  USGS QUAD   -  PRINCETON (2019)
 KV6792
 KV6792                         *CURRENT SURVEY CONTROL
 KV6792  ______________________________________________________________________
 KV6792* NAD 83(2011) POSITION- 40 17 25.33153(N) 074 40 39.20508(W)   ADJUSTED
 KV6792* NAD 83(2011) ELLIP HT-    -5.918 (meters)        (06/27/12)   ADJUSTED
 KV6792* NAD 83(2011) EPOCH   -  2010.00
 KV6792* NAVD 88 ORTHO HEIGHT -    27.3   (meters)       90.    (feet) VERTCON3
 KV6792  ______________________________________________________________________
 KV6792  GEOID HEIGHT    -        -33.182 (meters)                     GEOID18
 KV6792  NAD 83(2011) X  -  1,287,407.920 (meters)                     COMP
 KV6792  NAD 83(2011) Y  - -4,698,738.681 (meters)                     COMP
 KV6792  NAD 83(2011) Z  -  4,102,627.869 (meters)                     COMP
 KV6792  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 KV6792
 KV6792  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6792  Standards:
 KV6792         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6792            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6792  -------------------------------------------------------------------
 KV6792  NETWORK    0.62   0.67           0.23   0.27   0.34      0.09486478
 KV6792  -------------------------------------------------------------------
 KV6792  Click here for local accuracies and other accuracy information.
 KV6792
 KV6792.The horizontal coordinates were established by GPS observations
 KV6792.and adjusted by the National Geodetic Survey in June 2012.
 KV6792
 KV6792.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6792.been affixed to the stable North American tectonic plate. See 
 KV6792.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6792
 KV6792.The horizontal coordinates are valid at the epoch date displayed above
 KV6792.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6792.GEOID18 height accuracy estimate available here.
 KV6792
 KV6792.Click photographs - Photos may exist for this station.
 KV6792
 KV6792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6792
 KV6792.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6792
 KV6792.The ellipsoidal height was determined by GPS observations
 KV6792.and is referenced to NAD 83.
 KV6792
 KV6792. The following values were computed from the NAD 83(2011) position.
 KV6792
 KV6792;                    North         East     Units Scale Factor Converg.
 KV6792;SPC NJ       -   161,768.233   134,903.650   MT  0.99990280   -0 06 53.4
 KV6792;SPC NJ       -   530,734.61    442,596.39   sFT  0.99990280   -0 06 53.4
 KV6792;UTM  18      - 4,460,036.114   527,406.727   MT  0.99960925   +0 12 30.6
 KV6792
 KV6792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6792!SPC NJ       -   1.00000093  x   0.99990280  =   0.99990373
 KV6792!UTM  18      -   1.00000093  x   0.99960925  =   0.99961018
 KV6792
 KV6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2740660036(NAD 83)
 KV6792
 KV6792                          SUPERSEDED SURVEY CONTROL
 KV6792
 KV6792  NAD 83(2007)-  40 17 25.33201(N)    074 40 39.20587(W) AD(2002.00) 0
 KV6792  ELLIP H (02/10/07)   -5.895  (m)                       GP(2002.00)    
 KV6792  ELLIP H (10/23/02)   -5.869  (m)                       GP(       ) 4 1
 KV6792  NAD 83(1996)-  40 17 25.33239(N)    074 40 39.20599(W) AD(       ) 1
 KV6792  ELLIP H (05/14/99)   -5.859  (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)  GEOID90  model used  GPS OBS        
 KV6792
 KV6792.Superseded values are not recommended for survey control.
 KV6792
 KV6792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6792.See file dsdata.pdf to determine how the superseded data were derived.
 KV6792
 KV6792_MARKER: DD = SURVEY DISK
 KV6792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6792_STAMPING: 11 X 2 1991
 KV6792_MARK LOGO: NJGS
 KV6792_PROJECTION: FLUSH
 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 - February 17, 2022
 KV6792
 KV6792  HISTORY     - Date     Condition        Report By
 KV6792  HISTORY     - 1991     MONUMENTED       NJGS
 KV6792  HISTORY     - 20010508 GOOD             NJGS
 KV6792  HISTORY     - 20140915 GOOD             AAAS
 KV6792  HISTORY     - 20220217 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.
 KV6792
 KV6792                          STATION RECOVERY (2014)
 KV6792
 KV6792'RECOVERY NOTE BY ARORA AND ASSOCIATES 2014 (PRD)
 KV6792'RECOVERED IN GOOD CONDITION.
 KV6792
 KV6792                          STATION RECOVERY (2022)
 KV6792
 KV6792'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JR)
 KV6792'RECOVERED IN GOOD CONDITION, WITH ADDED NOTES.  LOCATED IN PARKING LOT
 KV6792'OF THE SOUTHEAST CORNER OF THE QUAKER BRIDGE MALL.
 KV6792'
 KV6792'THE STATION IS IN GRASS DIVIDER OF A PARKING LOT, 42.8 FT (13.0 M)
 KV6792'NORTHEAST FROM CENTERLINE OF GROVER'S MILLING ROAD (CR638), 11.2 FT
 KV6792'(3.4 M) SOUTHEAST FROM NORTHWEST FACE OF CURB, 7.5 FT (2.3 M)
 KV6792'SOUTHWEST FROM NORTHEAST FACE OF CURB, 4.2 FT (1.3 M) NORTHWEST FROM
 KV6792'SOUTHEAST FACE OF CURB, OF NORTHWEST END OF GRASS DIVIDER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9823 ***********************************************************************
 DE9823  DESIGNATION -  11 X 3
 DE9823  PID         -  DE9823
 DE9823  STATE/COUNTY-  NJ/MERCER
 DE9823  COUNTRY     -  US
 DE9823  USGS QUAD   -  TRENTON WEST (2016)
 DE9823
 DE9823                         *CURRENT SURVEY CONTROL
 DE9823  ______________________________________________________________________
 DE9823* NAD 83(1986) POSITION- 40 11 40.     (N) 074 45 03.     (W)   SCALED
 DE9823* NAVD 88 ORTHO HEIGHT -    12.822 (meters)       42.07  (feet) ADJUSTED
 DE9823  ______________________________________________________________________
 DE9823  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 DE9823  DYNAMIC HEIGHT  -         12.816 (meters)       42.05  (feet) COMP
 DE9823  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 DE9823
 DE9823  VERT ORDER      -  FIRST     CLASS II
 DE9823
 DE9823.The horizontal coordinates were scaled from a map and have
 DE9823.an estimated accuracy of +/- 6 seconds.
 DE9823
 DE9823.The orthometric height was determined by differential leveling and
 DE9823.adjusted by the NATIONAL GEODETIC SURVEY
 DE9823.in March 2005.
 DE9823
 DE9823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9823.GEOID18 height accuracy estimate available here.
 DE9823
 DE9823.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK212493(NAD 83)
 DE9823
 DE9823                          SUPERSEDED SURVEY CONTROL
 DE9823
 DE9823.No superseded survey control is available for this station.
 DE9823
 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 = JULY 24, 2026 22:12:30 EDT
 DM6885 ***********************************************************************
 DM6885  DESIGNATION -  11 X 4
 DM6885  PID         -  DM6885
 DM6885  STATE/COUNTY-  NJ/MERCER
 DM6885  COUNTRY     -  US
 DM6885  USGS QUAD   -  PENNINGTON (2019)
 DM6885
 DM6885                         *CURRENT SURVEY CONTROL
 DM6885  ______________________________________________________________________
 DM6885* NAD 83(1986) POSITION- 40 16 35.24   (N) 074 49 40.75   (W)   HD_HELD1
 DM6885* NAVD 88 ORTHO HEIGHT -    69.193 (meters)      227.01  (feet) ADJUSTED
 DM6885  ______________________________________________________________________
 DM6885  GEOID HEIGHT    -        -33.497 (meters)                     GEOID18
 DM6885  DYNAMIC HEIGHT  -         69.161 (meters)      226.91  (feet) COMP
 DM6885  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 DM6885
 DM6885  VERT ORDER      -  FIRST     CLASS I
 DM6885
 DM6885.The horizontal coordinates were determined by differentially corrected
 DM6885.hand held GPS observations or other comparable positioning techniques
 DM6885.and have an estimated accuracy of +/- 3 meters.
 DM6885
 DM6885.The orthometric height was determined by differential leveling and
 DM6885.adjusted by the NATIONAL GEODETIC SURVEY
 DM6885.in May 2012.
 DM6885
 DM6885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6885.GEOID18 height accuracy estimate available here.
 DM6885
 DM6885.Click photographs - Photos may exist for this station.
 DM6885
 DM6885.The dynamic height is computed by dividing the NAVD 88
 DM6885.geopotential number by the normal gravity value computed on the
 DM6885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6885.degrees latitude (g = 980.6199 gals.).
 DM6885
 DM6885.The modeled gravity was interpolated from observed gravity values.
 DM6885
 DM6885;                    North         East    Units  Estimated Accuracy
 DM6885;SPC NJ       -   160,259.8     122,108.0     MT  (+/- 3 meters HH1 GPS) 
 DM6885
 DM6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1462358456(NAD 83)
 DM6885
 DM6885                          SUPERSEDED SURVEY CONTROL
 DM6885
 DM6885.No superseded survey control is available for this station.
 DM6885
 DM6885_MARKER: DD = SURVEY DISK
 DM6885_SETTING: 66 = SET IN ROCK OUTCROP
 DM6885_STAMPING: 11 X 4 2009
 DM6885_MARK LOGO: NJGS
 DM6885_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM6885+STABILITY: POSITION/ELEVATION WELL
 DM6885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6885+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2009
 DM6885
 DM6885  HISTORY     - Date     Condition        Report By
 DM6885  HISTORY     - 20090319 MONUMENTED       NJGS
 DM6885
 DM6885                          STATION DESCRIPTION
 DM6885
 DM6885'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6885'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN A
 DM6885'ROCK OUTCROP AT GROUND LEVEL AT THE SOUTHWEST SIDE OF THE BEAR TAVERN
 DM6885'ROAD BRIDGE SPANNING US INTERSTATE 95 (EXIT 2), SOUTHEAST AND ABOVE
 DM6885'THE NORTH BOUND LANES OF US INTERSTATE 95 AND NORTHWEST OF THE EXIT
 DM6885'RAMP LEADING FORM THE NORTH BOUND LANES OF 95 TO BEAR TAVERN ROAD.
 DM6885'
 DM6885'THE STATION IS 32.8 FT (10.0 M) SOUTHWEST OF THE SOUTHWEST CURB OF
 DM6885'BEAR TAVERN ROAD, 77 FT (23.5 M) NORTHWEST OF THE NORTHWEST CURB OF
 DM6885'THE I-95 RAMP, 30 FT (9.1 M) SOUTHWEST OF THE SOUTH END OF THE
 DM6885'SOUTHWEST BRIDGE BALUSTRADE, 75 FT (22.9 M) NORTHWEST OF A TRAFFIC
 DM6885'SIGNAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3235 ***********************************************************************
 DS3235  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3235  DESIGNATION -  11 X 5
 DS3235  PID         -  DS3235
 DS3235  STATE/COUNTY-  NJ/MERCER
 DS3235  COUNTRY     -  US
 DS3235  USGS QUAD   -  TRENTON EAST (2019)
 DS3235
 DS3235                         *CURRENT SURVEY CONTROL
 DS3235  ______________________________________________________________________
 DS3235* NAD 83(2011) POSITION- 40 11 20.65635(N) 074 39 08.25047(W)   ADJUSTED
 DS3235* NAD 83(2011) ELLIP HT-   -17.367 (meters)        (12/05/24)   ADJUSTED
 DS3235* NAD 83(2011) EPOCH   -  2010.00
 DS3235* NAVD 88 ORTHO HEIGHT -    15.43  (meters)       50.6   (feet) GPS OBS
 DS3235  ______________________________________________________________________
 DS3235  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 DS3235  NAD 83(2011) X  -  1,291,400.610 (meters)                     COMP
 DS3235  NAD 83(2011) Y  - -4,705,169.101 (meters)                     COMP
 DS3235  NAD 83(2011) Z  -  4,094,034.251 (meters)                     COMP
 DS3235  LAPLACE CORR    -          4.79  (seconds)                    DEFLEC18
 DS3235
 DS3235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3235  Standards:
 DS3235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3235  -------------------------------------------------------------------
 DS3235  NETWORK    0.42   1.16           0.19   0.15   0.59     -0.05233789
 DS3235  -------------------------------------------------------------------
 DS3235  Click here for local accuracies and other accuracy information.
 DS3235
 DS3235.The horizontal coordinates were established by GPS observations
 DS3235.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3235
 DS3235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3235.been affixed to the stable North American tectonic plate. See 
 DS3235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3235
 DS3235.The horizontal coordinates are valid at the epoch date displayed above
 DS3235.which is a decimal equivalence of Year/Month/Day.
 DS3235
 DS3235.The orthometric height was determined by GPS observations and a
 DS3235.high-resolution geoid model using precise GPS observation and
 DS3235.processing techniques.
 DS3235
 DS3235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3235.GEOID18 height accuracy estimate available here.
 DS3235
 DS3235.Click photographs - Photos may exist for this station.
 DS3235
 DS3235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3235
 DS3235.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3235
 DS3235.The ellipsoidal height was determined by GPS observations
 DS3235.and is referenced to NAD 83.
 DS3235
 DS3235. The following values were computed from the NAD 83(2011) position.
 DS3235
 DS3235;                    North         East     Units Scale Factor Converg.
 DS3235;SPC NJ       -   150,517.226   137,032.449   MT  0.99990207   -0 05 53.8
 DS3235;SPC NJ       -   493,821.93    449,580.63   sFT  0.99990207   -0 05 53.8
 DS3235;UTM  18      - 4,448,800.573   529,598.277   MT  0.99961078   +0 13 27.8
 DS3235
 DS3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3235!SPC NJ       -   1.00000272  x   0.99990207  =   0.99990479
 DS3235!UTM  18      -   1.00000272  x   0.99961078  =   0.99961350
 DS3235
 DS3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2959848800(NAD 83)
 DS3235
 DS3235                          SUPERSEDED SURVEY CONTROL
 DS3235
 DS3235.No superseded survey control is available for this station.
 DS3235
 DS3235_MARKER: DD = SURVEY DISK
 DS3235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS3235_SP_SET: BRIDGE ABUTMENT
 DS3235_STAMPING: 11 X 5 2024
 DS3235_MARK LOGO: NJGS
 DS3235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3235+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2024
 DS3235
 DS3235  HISTORY     - Date     Condition        Report By
 DS3235  HISTORY     - 20240626 MONUMENTED       NJGS
 DS3235
 DS3235                          STATION DESCRIPTION
 DS3235
 DS3235'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3235'THE STATION IS LOCATED ABOUT 8.8 MI (14.1 KM) SOUTHWEST OF HIGHTSTOWN,
 DS3235'5.2 MI (8.3 KM) EAST-SOUTHEAST OF TRENTON AND 3.7 MI (6.0 KM)
 DS3235'WEST-NORTHWEST OF ALLENTOWN, IN HAMILTON TOWNSHIP, NJ.
 DS3235'
 DS3235'TO REACH FROM THE CENTER OF THE U.S. INTERSTATE 195 BRIDGE OVER U.S.
 DS3235'HIGHWAY 130, GO 1.3 MI (2.1 KM) WEST-SOUTHWEST ON U.S. HIGHWAY 130 TO
 DS3235'THE STATION ON THE LEFT, ACROSS THE HIGHWAY.
 DS3235'
 DS3235'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST END OF THE
 DS3235'NORTHEAST ABUTMENT, AT THE SIDEWALK LEVEL FOR THE BRIDGE (1122-153,
 DS3235'MILEPOST 60.09) SPANNING BACK BROOK OF THE NORTHBOUND LANES OF U.S.
 DS3235'HIGHWAY 130.
 DS3235'
 DS3235'THE STATION IS 3 FT (0.9 M) SOUTHEAST OF THE SOUTHEAST CURB OF U.S.
 DS3235'HIGHWAY 130, 25.6 FT (7.8 M) SOUTHEAST OF THE CENTERLINE OF THE
 DS3235'NORTHBOUND LANES OF U.S. HIGHWAY 130, 12.6 FT (3.8 M) NORTHEAST OF THE
 DS3235'CENTER OF THE BRIDGE, 131.9 FT (40.2 M) NORTHEAST OF THE CENTERLINE OF
 DS3235'THE EXIT DRIVEWAY FROM RICO AUTO BODY, 49.4 FT (15.1 M) NORTHEAST OF
 DS3235'POLE NUMBER 75460, 88.5 FT (27.0 M) SOUTHWEST OF POLE NUMBER 75461.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6348 ***********************************************************************
 KV6348  DESIGNATION -  11 Y 1
 KV6348  PID         -  KV6348
 KV6348  STATE/COUNTY-  NJ/MERCER
 KV6348  COUNTRY     -  US
 KV6348  USGS QUAD   -  TRENTON EAST (2019)
 KV6348
 KV6348                         *CURRENT SURVEY CONTROL
 KV6348  ______________________________________________________________________
 KV6348* NAD 83(1986) POSITION- 40 11 07.     (N) 074 42 41.     (W)   SCALED
 KV6348* NAVD 88 ORTHO HEIGHT -    12.779 (meters)       41.93  (feet) ADJUSTED
 KV6348  ______________________________________________________________________
 KV6348  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 KV6348  DYNAMIC HEIGHT  -         12.774 (meters)       41.91  (feet) COMP
 KV6348  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 KV6348
 KV6348  VERT ORDER      -  FIRST     CLASS II
 KV6348
 KV6348.The horizontal coordinates were scaled from a map and have
 KV6348.an estimated accuracy of +/- 6 seconds.
 KV6348
 KV6348.The orthometric height was determined by differential leveling and
 KV6348.adjusted by the NATIONAL GEODETIC SURVEY
 KV6348.in June 1991.
 KV6348
 KV6348.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6348.GEOID18 height accuracy estimate available here.
 KV6348
 KV6348.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK245483(NAD 83)
 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
 KV6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6348.See file dsdata.pdf to determine how the superseded data were derived.
 KV6348
 KV6348_MARKER: DD = SURVEY DISK
 KV6348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6793 ***********************************************************************
 KV6793  DESIGNATION -  11 Y 2
 KV6793  PID         -  KV6793
 KV6793  STATE/COUNTY-  NJ/MERCER
 KV6793  COUNTRY     -  US
 KV6793  USGS QUAD   -  PENNINGTON (2019)
 KV6793
 KV6793                         *CURRENT SURVEY CONTROL
 KV6793  ______________________________________________________________________
 KV6793* NAD 83(2011) POSITION- 40 16 12.71459(N) 074 45 58.51426(W)   ADJUSTED
 KV6793* NAD 83(2011) ELLIP HT-     2.010 (meters)        (06/27/12)   ADJUSTED
 KV6793* NAD 83(2011) EPOCH   -  2010.00
 KV6793* NAVD 88 ORTHO HEIGHT -    35.380 (meters)      116.08  (feet) ADJUSTED
 KV6793  ______________________________________________________________________
 KV6793  GEOID HEIGHT    -        -33.341 (meters)                     GEOID18
 KV6793  NAD 83(2011) X  -  1,280,514.567 (meters)                     COMP
 KV6793  NAD 83(2011) Y  - -4,702,129.090 (meters)                     COMP
 KV6793  NAD 83(2011) Z  -  4,100,924.250 (meters)                     COMP
 KV6793  LAPLACE CORR    -          4.92  (seconds)                    DEFLEC18
 KV6793  DYNAMIC HEIGHT  -         35.364 (meters)      116.02  (feet) COMP
 KV6793  MODELED GRAVITY -    980,167.0   (mgal)                       NAVD 88
 KV6793
 KV6793  VERT ORDER      -  FIRST     CLASS I
 KV6793
 KV6793  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6793  Standards:
 KV6793         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6793            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6793  -------------------------------------------------------------------
 KV6793  NETWORK    0.60   0.73           0.23   0.26   0.37     -0.07636208
 KV6793  -------------------------------------------------------------------
 KV6793  Click here for local accuracies and other accuracy information.
 KV6793
 KV6793.The horizontal coordinates were established by GPS observations
 KV6793.and adjusted by the National Geodetic Survey in June 2012.
 KV6793
 KV6793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6793.been affixed to the stable North American tectonic plate. See 
 KV6793.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6793
 KV6793.The horizontal coordinates are valid at the epoch date displayed above
 KV6793.which is a decimal equivalence of Year/Month/Day.
 KV6793
 KV6793.The orthometric height was determined by differential leveling and
 KV6793.adjusted by the NATIONAL GEODETIC SURVEY
 KV6793.in May 2012.
 KV6793
 KV6793.No vertical observational check was made to the station.
 KV6793
 KV6793.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6793.GEOID18 height accuracy estimate available here.
 KV6793
 KV6793.Click photographs - Photos may exist for this station.
 KV6793
 KV6793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6793
 KV6793.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6793
 KV6793.The ellipsoidal height was determined by GPS observations
 KV6793.and is referenced to NAD 83.
 KV6793
 KV6793.The dynamic height is computed by dividing the NAVD 88
 KV6793.geopotential number by the normal gravity value computed on the
 KV6793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6793.degrees latitude (g = 980.6199 gals.).
 KV6793
 KV6793.The modeled gravity was interpolated from observed gravity values.
 KV6793
 KV6793. The following values were computed from the NAD 83(2011) position.
 KV6793
 KV6793;                    North         East     Units Scale Factor Converg.
 KV6793;SPC NJ       -   159,547.510   127,355.667   MT  0.99990631   -0 10 19.6
 KV6793;SPC NJ       -   523,448.79    417,832.72   sFT  0.99990631   -0 10 19.6
 KV6793;SPC PA S     -   108,311.212   853,729.171   MT  0.99996444   +1 56 09.0
 KV6793;SPC PA S     -   355,351.03  2,800,943.12   sFT  0.99996444   +1 56 09.0
 KV6793;UTM  18      - 4,457,773.515   519,873.636   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1987357773(NAD 83)
 KV6793
 KV6793                          SUPERSEDED SURVEY CONTROL
 KV6793
 KV6793  NAD 83(2007)-  40 16 12.71504(N)    074 45 58.51509(W) AD(2002.00) 0
 KV6793  ELLIP H (02/10/07)    2.034  (m)                       GP(2002.00)    
 KV6793  ELLIP H (10/23/02)    2.058  (m)                       GP(       ) 4 1
 KV6793  NAD 83(1996)-  40 16 12.71557(N)    074 45 58.51533(W) AD(       ) 1
 KV6793  ELLIP H (05/14/99)    2.079  (m)                       GP(       ) 4 1
 KV6793  NAD 83(1986)-  40 16 12.71451(N)    074 45 58.51753(W) AD(       ) 1
 KV6793  NAVD 88 (12/17/93)   35.4    (m)  GEOID93  model used  GPS OBS        
 KV6793  NGVD 29 (09/20/93)   35.7    (m)  GEOID90  model used  GPS OBS        
 KV6793
 KV6793.Superseded values are not recommended for survey control.
 KV6793
 KV6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6793.See file dsdata.pdf to determine how the superseded data were derived.
 KV6793
 KV6793_MARKER: DD = SURVEY DISK
 KV6793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6793_STAMPING: 11 Y 2 1991
 KV6793_MARK LOGO: NJGS
 KV6793_PROJECTION: FLUSH
 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 - September 12, 2022
 KV6793
 KV6793  HISTORY     - Date     Condition        Report By
 KV6793  HISTORY     - 1991     MONUMENTED       NJGS
 KV6793  HISTORY     - 19920106 GOOD
 KV6793  HISTORY     - 19930413 GOOD             NJGS
 KV6793  HISTORY     - 20090320 GOOD             NJGS
 KV6793  HISTORY     - 20170727 GOOD             AAAS
 KV6793  HISTORY     - 20171026 GOOD             PBCONS
 KV6793  HISTORY     - 20191118 GOOD             GPI
 KV6793  HISTORY     - 20191203 GOOD             NJGS
 KV6793  HISTORY     - 20220912 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.
 KV6793
 KV6793                          STATION RECOVERY (2009)
 KV6793
 KV6793'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (MVI)
 KV6793'RECOVERED AS DESCRIBED.
 KV6793
 KV6793                          STATION RECOVERY (2017)
 KV6793
 KV6793'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 KV6793'RECOVERED IN GOOD CONDITION.
 KV6793
 KV6793                          STATION RECOVERY (2017)
 KV6793
 KV6793'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 KV6793'RECOVERED IN GOOD CONDITION.
 KV6793
 KV6793                          STATION RECOVERY (2019)
 KV6793
 KV6793'RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)
 KV6793'THE GUARD SHACK IS NO LONGER PRESENT.
 KV6793
 KV6793                          STATION RECOVERY (2019)
 KV6793
 KV6793'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6793'RECOVERED IN GOOD CONDITION.
 KV6793
 KV6793                          STATION RECOVERY (2022)
 KV6793
 KV6793'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9793 ***********************************************************************
 DE9793  DESIGNATION -  11 Y 3
 DE9793  PID         -  DE9793
 DE9793  STATE/COUNTY-  NJ/MERCER
 DE9793  COUNTRY     -  US
 DE9793  USGS QUAD   -  TRENTON WEST (2016)
 DE9793
 DE9793                         *CURRENT SURVEY CONTROL
 DE9793  ______________________________________________________________________
 DE9793* NAD 83(1986) POSITION- 40 11 24.     (N) 074 45 02.     (W)   SCALED
 DE9793* NAVD 88 ORTHO HEIGHT -     6.589 (meters)       21.62  (feet) ADJUSTED
 DE9793  ______________________________________________________________________
 DE9793  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 DE9793  DYNAMIC HEIGHT  -          6.586 (meters)       21.61  (feet) COMP
 DE9793  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 DE9793
 DE9793  VERT ORDER      -  FIRST     CLASS II
 DE9793
 DE9793.The horizontal coordinates were scaled from a map and have
 DE9793.an estimated accuracy of +/- 6 seconds.
 DE9793
 DE9793.The orthometric height was determined by differential leveling and
 DE9793.adjusted by the NATIONAL GEODETIC SURVEY
 DE9793.in March 2005.
 DE9793
 DE9793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9793.GEOID18 height accuracy estimate available here.
 DE9793
 DE9793.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK212488(NAD 83)
 DE9793
 DE9793                          SUPERSEDED SURVEY CONTROL
 DE9793
 DE9793.No superseded survey control is available for this station.
 DE9793
 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 = JULY 24, 2026 22:12:30 EDT
 DM6886 ***********************************************************************
 DM6886  DESIGNATION -  11 Y 4
 DM6886  PID         -  DM6886
 DM6886  STATE/COUNTY-  NJ/MERCER
 DM6886  COUNTRY     -  US
 DM6886  USGS QUAD   -  PENNINGTON (2019)
 DM6886
 DM6886                         *CURRENT SURVEY CONTROL
 DM6886  ______________________________________________________________________
 DM6886* NAD 83(1986) POSITION- 40 15 50.     (N) 074 47 38.     (W)   SCALED
 DM6886* NAVD 88 ORTHO HEIGHT -    32.185 (meters)      105.59  (feet) ADJUSTED
 DM6886  ______________________________________________________________________
 DM6886  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 DM6886  DYNAMIC HEIGHT  -         32.170 (meters)      105.54  (feet) COMP
 DM6886  MODELED GRAVITY -    980,165.2   (mgal)                       NAVD 88
 DM6886
 DM6886  VERT ORDER      -  FIRST     CLASS II
 DM6886
 DM6886.The horizontal coordinates were scaled from a map and have
 DM6886.an estimated accuracy of +/- 6 seconds.
 DM6886
 DM6886.The orthometric height was determined by differential leveling and
 DM6886.adjusted by the NATIONAL GEODETIC SURVEY
 DM6886.in May 2012.
 DM6886
 DM6886.No vertical observational check was made to the station.
 DM6886
 DM6886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6886.GEOID18 height accuracy estimate available here.
 DM6886
 DM6886.Click photographs - Photos may exist for this station.
 DM6886
 DM6886.The dynamic height is computed by dividing the NAVD 88
 DM6886.geopotential number by the normal gravity value computed on the
 DM6886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6886.degrees latitude (g = 980.6199 gals.).
 DM6886
 DM6886.The modeled gravity was interpolated from observed gravity values.
 DM6886
 DM6886;                    North         East    Units  Estimated Accuracy
 DM6886;SPC NJ       -   158,850.      125,000.      MT  (+/- 180 meters Scaled)
 DM6886
 DM6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK175570(NAD 83)
 DM6886
 DM6886                          SUPERSEDED SURVEY CONTROL
 DM6886
 DM6886.No superseded survey control is available for this station.
 DM6886
 DM6886_MARKER: DD = SURVEY DISK
 DM6886_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6886_SP_SET: BRIDGE ABUTMENT
 DM6886_STAMPING: 11 Y 4 2009
 DM6886_MARK LOGO: NJGS
 DM6886_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6886+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 DM6886
 DM6886  HISTORY     - Date     Condition        Report By
 DM6886  HISTORY     - 20090323 MONUMENTED       NJGS
 DM6886
 DM6886                          STATION DESCRIPTION
 DM6886
 DM6886'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6886'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6886'WEST END OF THE SOUTH ABUTMENT FOR THE LOWER FERRY ROAD BRIDGE (NUMBER
 DM6886'4414) SPANNING THE WEST BRANCH OF THE SHABAKUNK CREEK.
 DM6886'
 DM6886'TO REACH THE STATION FROM THE JUNCTION OF PARKWAY AVENUE AND LOWER
 DM6886'FERRY ROAD, GO 0.35 MI (0.6 KM) NORTH ON LOWER FERRY ROAD TO THE
 DM6886'STATION ON THE LEFT.
 DM6886'
 DM6886'THE STATION IS 23.0 FT (7.0 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DM6886'LOWER FERRY ROAD, 10.0 FT (3.0 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 DM6886'BRIDGE, 59.5 FT (18.1 M) SOUTH-SOUTHWEST OF POLE NUMBER 60868EW, 73.5
 DM6886'FT (22.4 M) NORTH-NORTHEAST OF POLE NUMBER 60867EW, 209 FT (63.7 M)
 DM6886'SOUTH-SOUTHWEST OF THE CENTERLINE OF GREAT WOODS DRIVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3237 ***********************************************************************
 DS3237  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3237  DESIGNATION -  11 Y 5
 DS3237  PID         -  DS3237
 DS3237  STATE/COUNTY-  NJ/MERCER
 DS3237  COUNTRY     -  US
 DS3237  USGS QUAD   -  TRENTON EAST (2019)
 DS3237
 DS3237                         *CURRENT SURVEY CONTROL
 DS3237  ______________________________________________________________________
 DS3237* NAD 83(2011) POSITION- 40 13 43.40235(N) 074 40 05.86900(W)   ADJUSTED
 DS3237* NAD 83(2011) ELLIP HT-    -2.583 (meters)        (12/05/24)   ADJUSTED
 DS3237* NAD 83(2011) EPOCH   -  2010.00
 DS3237* NAVD 88 ORTHO HEIGHT -    30.37  (meters)       99.6   (feet) GPS OBS
 DS3237  ______________________________________________________________________
 DS3237  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 DS3237  NAD 83(2011) X  -  1,289,337.646 (meters)                     COMP
 DS3237  NAD 83(2011) Y  - -4,702,799.324 (meters)                     COMP
 DS3237  NAD 83(2011) Z  -  4,097,406.241 (meters)                     COMP
 DS3237  LAPLACE CORR    -          5.19  (seconds)                    DEFLEC18
 DS3237
 DS3237  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3237  Standards:
 DS3237         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3237            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3237  -------------------------------------------------------------------
 DS3237  NETWORK    0.38   0.98           0.17   0.14   0.50     -0.05539068
 DS3237  -------------------------------------------------------------------
 DS3237  Click here for local accuracies and other accuracy information.
 DS3237
 DS3237.The horizontal coordinates were established by GPS observations
 DS3237.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3237
 DS3237.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3237.been affixed to the stable North American tectonic plate. See 
 DS3237.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3237
 DS3237.The horizontal coordinates are valid at the epoch date displayed above
 DS3237.which is a decimal equivalence of Year/Month/Day.
 DS3237
 DS3237.The orthometric height was determined by GPS observations and a
 DS3237.high-resolution geoid model using precise GPS observation and
 DS3237.processing techniques.
 DS3237
 DS3237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3237.GEOID18 height accuracy estimate available here.
 DS3237
 DS3237.Click photographs - Photos may exist for this station.
 DS3237
 DS3237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3237
 DS3237.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3237
 DS3237.The ellipsoidal height was determined by GPS observations
 DS3237.and is referenced to NAD 83.
 DS3237
 DS3237. The following values were computed from the NAD 83(2011) position.
 DS3237
 DS3237;                    North         East     Units Scale Factor Converg.
 DS3237;SPC NJ       -   154,922.117   135,677.969   MT  0.99990252   -0 06 31.3
 DS3237;SPC NJ       -   508,273.65    445,136.80   sFT  0.99990252   -0 06 31.3
 DS3237;UTM  18      - 4,453,196.479   528,219.404   MT  0.99960980   +0 12 51.2
 DS3237
 DS3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3237!SPC NJ       -   1.00000041  x   0.99990252  =   0.99990293
 DS3237!UTM  18      -   1.00000041  x   0.99960980  =   0.99961021
 DS3237
 DS3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2821953196(NAD 83)
 DS3237
 DS3237                          SUPERSEDED SURVEY CONTROL
 DS3237
 DS3237.No superseded survey control is available for this station.
 DS3237
 DS3237_MARKER: DD = SURVEY DISK
 DS3237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3237_SP_SET: ELECTRICAL MANHOLE
 DS3237_STAMPING: 11 Y 5 2024
 DS3237_MARK LOGO: NJGS
 DS3237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3237+STABILITY: SURFACE MOTION
 DS3237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3237+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2024
 DS3237
 DS3237  HISTORY     - Date     Condition        Report By
 DS3237  HISTORY     - 20240820 MONUMENTED       NJGS
 DS3237
 DS3237                          STATION DESCRIPTION
 DS3237
 DS3237'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3237'THE STATION IS LOCATED ABOUT 8.3 MI (13.3 KM) SOUTH OF PRINCETON, 8.1
 DS3237'MI (13.1 KM) WEST-SOUTHWEST OF HIGHTSTOWN, 5.7 MI (9.1 KM) NORTHWEST
 DS3237'OF ALLENTOWN AND 4.1 MI (6.5 KM) EAST-NORTHEAST OF TRENTON, IN THE
 DS3237'TOWNSHIP OF HAMILTON.
 DS3237'
 DS3237'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF AN
 DS3237'ELECTRICAL MANHOLE ON THE SOUTHWEST CORNER OF THE JUNCTION OF NEW
 DS3237'JERSEY STATE HIGHWAY 33 AND PAXSON AVENUE.
 DS3237'
 DS3237'THE STATION IS 18 FT (5.5 M) SOUTHEAST OF POLE NUMBER 69263 HM, 21.7
 DS3237'FT (6.6 M) NORTHWEST OF A TRAFFIC SIGNAL MAST, 5.6 FT (1.7 M) NORTH OF
 DS3237'THE NORTHWEST CORNER OF AN ELECTRICAL CABINET NUMBER 1113107, 11 FT
 DS3237'(3.4 M) WEST OF THE WEST CURB (RADIAL) OF NEW JERSEY STATE HIGHWAY 33,
 DS3237'2.5 FT (0.8 M) WEST OF THE WEST EDGE OF SIDEWALK (RADIAL), 11 FT (3.4
 DS3237'M) WEST OF A PEDESTRIAN CROSSING CONTROL POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6794 ***********************************************************************
 KV6794  DESIGNATION -  11 Z 1
 KV6794  PID         -  KV6794
 KV6794  STATE/COUNTY-  NJ/MERCER
 KV6794  COUNTRY     -  US
 KV6794  USGS QUAD   -  TRENTON EAST (2019)
 KV6794
 KV6794                         *CURRENT SURVEY CONTROL
 KV6794  ______________________________________________________________________
 KV6794* NAD 83(2011) POSITION- 40 13 01.35701(N) 074 39 38.39266(W)   ADJUSTED
 KV6794* NAD 83(2011) ELLIP HT-    -3.740 (meters)        (06/27/12)   ADJUSTED
 KV6794* NAD 83(2011) EPOCH   -  2010.00
 KV6794* NAVD 88 ORTHO HEIGHT -    29.2   (meters)       96.    (feet) GPS OBS
 KV6794  ______________________________________________________________________
 KV6794  NAVD 88 orthometric height was determined with geoid model    GEOID99
 KV6794  GEOID HEIGHT    -        -32.875 (meters)                     GEOID99
 KV6794  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 KV6794  NAD 83(2011) X  -  1,290,185.394 (meters)                     COMP
 KV6794  NAD 83(2011) Y  - -4,703,434.304 (meters)                     COMP
 KV6794  NAD 83(2011) Z  -  4,096,415.298 (meters)                     COMP
 KV6794  LAPLACE CORR    -          5.12  (seconds)                    DEFLEC18
 KV6794
 KV6794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6794  Standards:
 KV6794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6794  -------------------------------------------------------------------
 KV6794  NETWORK    0.41   0.73           0.18   0.15   0.37      0.08645893
 KV6794  -------------------------------------------------------------------
 KV6794  Click here for local accuracies and other accuracy information.
 KV6794
 KV6794.The horizontal coordinates were established by GPS observations
 KV6794.and adjusted by the National Geodetic Survey in June 2012.
 KV6794
 KV6794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6794.been affixed to the stable North American tectonic plate. See 
 KV6794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6794
 KV6794.The horizontal coordinates are valid at the epoch date displayed above
 KV6794.which is a decimal equivalence of Year/Month/Day.
 KV6794
 KV6794.The orthometric height was determined by GPS observations and a
 KV6794.high-resolution geoid model.
 KV6794
 KV6794.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6794.GEOID18 height accuracy estimate available here.
 KV6794
 KV6794.Click photographs - Photos may exist for this station.
 KV6794
 KV6794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6794
 KV6794.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6794
 KV6794.The ellipsoidal height was determined by GPS observations
 KV6794.and is referenced to NAD 83.
 KV6794
 KV6794. The following values were computed from the NAD 83(2011) position.
 KV6794
 KV6794;                    North         East     Units Scale Factor Converg.
 KV6794;SPC NJ       -   153,624.189   136,325.129   MT  0.99990230   -0 06 13.5
 KV6794;SPC NJ       -   504,015.36    447,260.03   sFT  0.99990230   -0 06 13.5
 KV6794;SPC PA S     -   102,721.478   862,911.009   MT  0.99996777   +2 00 15.6
 KV6794;SPC PA S     -   337,012.05  2,831,067.20   sFT  0.99996777   +2 00 15.6
 KV6794;UTM  18      - 4,451,902.597   528,873.678   MT  0.99961026   +0 13 08.8
 KV6794
 KV6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6794!SPC NJ       -   1.00000059  x   0.99990230  =   0.99990289
 KV6794!SPC PA S     -   1.00000059  x   0.99996777  =   0.99996836
 KV6794!UTM  18      -   1.00000059  x   0.99961026  =   0.99961085
 KV6794
 KV6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2887351902(NAD 83)
 KV6794
 KV6794                          SUPERSEDED SURVEY CONTROL
 KV6794
 KV6794  NAD 83(2007)-  40 13 01.35739(N)    074 39 38.39341(W) AD(2002.00) 0
 KV6794  ELLIP H (02/10/07)   -3.734  (m)                       GP(2002.00)    
 KV6794  ELLIP H (10/23/02)   -3.710  (m)                       GP(       ) 4 1
 KV6794  NAD 83(1996)-  40 13 01.35761(N)    074 39 38.39387(W) AD(       ) 1
 KV6794  ELLIP H (05/14/99)   -3.713  (m)                       GP(       ) 4 1
 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)  GEOID90  model used  GPS OBS        
 KV6794
 KV6794.Superseded values are not recommended for survey control.
 KV6794
 KV6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6794.See file dsdata.pdf to determine how the superseded data were derived.
 KV6794
 KV6794_MARKER: DD = SURVEY DISK
 KV6794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6794_STAMPING: 11 Z 1 KIERNAN 1990
 KV6794_MARK LOGO: NJGS
 KV6794_PROJECTION: RECESSED 3 CENTIMETERS
 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 - August 14, 2019
 KV6794
 KV6794  HISTORY     - Date     Condition        Report By
 KV6794  HISTORY     - 1990     MONUMENTED       NJGS
 KV6794  HISTORY     - 20020202 GOOD             NJGS
 KV6794  HISTORY     - 20110319 GOOD             INDIV
 KV6794  HISTORY     - 20190814 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                          STATION RECOVERY (2011)
 KV6794
 KV6794'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WHD)
 KV6794'RECOVERED IN GOOD CONDITION.
 KV6794
 KV6794                          STATION RECOVERY (2019)
 KV6794
 KV6794'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9794 ***********************************************************************
 DE9794  DESIGNATION -  11 Z 3
 DE9794  PID         -  DE9794
 DE9794  STATE/COUNTY-  NJ/MERCER
 DE9794  COUNTRY     -  US
 DE9794  USGS QUAD   -  TRENTON EAST (2019)
 DE9794
 DE9794                         *CURRENT SURVEY CONTROL
 DE9794  ______________________________________________________________________
 DE9794* NAD 83(1986) POSITION- 40 11 04.     (N) 074 44 50.     (W)   SCALED
 DE9794* NAVD 88 ORTHO HEIGHT -     3.574 (meters)       11.73  (feet) ADJUSTED
 DE9794  ______________________________________________________________________
 DE9794  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 DE9794  DYNAMIC HEIGHT  -          3.572 (meters)       11.72  (feet) COMP
 DE9794  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 DE9794
 DE9794  VERT ORDER      -  FIRST     CLASS II
 DE9794
 DE9794.The horizontal coordinates were scaled from a map and have
 DE9794.an estimated accuracy of +/- 6 seconds.
 DE9794
 DE9794.The orthometric height was determined by differential leveling and
 DE9794.adjusted by the NATIONAL GEODETIC SURVEY
 DE9794.in March 2005.
 DE9794
 DE9794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9794.GEOID18 height accuracy estimate available here.
 DE9794
 DE9794.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK215482(NAD 83)
 DE9794
 DE9794                          SUPERSEDED SURVEY CONTROL
 DE9794
 DE9794.No superseded survey control is available for this station.
 DE9794
 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 = JULY 24, 2026 22:12:30 EDT
 DM6887 ***********************************************************************
 DM6887  DESIGNATION -  11 Z 4
 DM6887  PID         -  DM6887
 DM6887  STATE/COUNTY-  NJ/MERCER
 DM6887  COUNTRY     -  US
 DM6887  USGS QUAD   -  PENNINGTON (2019)
 DM6887
 DM6887                         *CURRENT SURVEY CONTROL
 DM6887  ______________________________________________________________________
 DM6887* NAD 83(1986) POSITION- 40 16 09.     (N) 074 47 39.     (W)   SCALED
 DM6887* NAVD 88 ORTHO HEIGHT -    34.759 (meters)      114.04  (feet) ADJUSTED
 DM6887  ______________________________________________________________________
 DM6887  GEOID HEIGHT    -        -33.401 (meters)                     GEOID18
 DM6887  DYNAMIC HEIGHT  -         34.743 (meters)      113.99  (feet) COMP
 DM6887  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 DM6887
 DM6887  VERT ORDER      -  FIRST     CLASS II
 DM6887
 DM6887.The horizontal coordinates were scaled from a map and have
 DM6887.an estimated accuracy of +/- 6 seconds.
 DM6887
 DM6887.The orthometric height was determined by differential leveling and
 DM6887.adjusted by the NATIONAL GEODETIC SURVEY
 DM6887.in May 2012.
 DM6887
 DM6887.No vertical observational check was made to the station.
 DM6887
 DM6887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6887.GEOID18 height accuracy estimate available here.
 DM6887
 DM6887.Click photographs - Photos may exist for this station.
 DM6887
 DM6887.The dynamic height is computed by dividing the NAVD 88
 DM6887.geopotential number by the normal gravity value computed on the
 DM6887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6887.degrees latitude (g = 980.6199 gals.).
 DM6887
 DM6887.The modeled gravity was interpolated from observed gravity values.
 DM6887
 DM6887;                    North         East    Units  Estimated Accuracy
 DM6887;SPC NJ       -   159,440.      124,980.      MT  (+/- 180 meters Scaled)
 DM6887
 DM6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK175576(NAD 83)
 DM6887
 DM6887                          SUPERSEDED SURVEY CONTROL
 DM6887
 DM6887.No superseded survey control is available for this station.
 DM6887
 DM6887_MARKER: DD = SURVEY DISK
 DM6887_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6887_SP_SET: BRIDGE ABUTMENT
 DM6887_STAMPING: 11 Z 4 2009
 DM6887_MARK LOGO: NJGS
 DM6887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6887+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 DM6887
 DM6887  HISTORY     - Date     Condition        Report By
 DM6887  HISTORY     - 20090323 MONUMENTED       NJGS
 DM6887
 DM6887                          STATION DESCRIPTION
 DM6887
 DM6887'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6887'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6887'NORTH END OF THE WEST ABUTMENT FOR THE CARLTON AVENUE BRIDGE (NUMBER
 DM6887'4416) SPANNING THE WEST BRANCH OF THE SHABAKUNK CREEK.
 DM6887'
 DM6887'TO REACH THE STATION FROM THE JUNCTION OF PARKWAY AVENUE AND LOWER
 DM6887'FERRY ROAD, GO 0.7 MI (1.1 KM) NORTH ON LOWER FERRY ROAD THE JUNCTION
 DM6887'WITH CARLTON ROAD.  TURN LEFT AND GO 0.1 MI (0.2 KM) WEST TO THE
 DM6887'STATION ON THE RIGHT.
 DM6887'
 DM6887'THE STATION IS 12.3 FT (3.7 M) WEST OF THE CENTERLINE OF THE BRIDGE,
 DM6887'38.0 FT (11.6 M) WEST OF POLE NUMBER E63153EW, 19 FT (5.8 M) NORTH OF
 DM6887'THE CENTERLINE OF CARLTON AVENUE, 41 FT (12.5 M) NORTH-NORTHEAST OF
 DM6887'AND ACROSS THE ROAD FROM A POLE WITH PS AND OTHER NUMBERS TARRED OVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0620 ***********************************************************************
 JU0620  DESIGNATION -  110 CNJRR
 JU0620  PID         -  JU0620
 JU0620  STATE/COUNTY-  NJ/ATLANTIC
 JU0620  COUNTRY     -  US
 JU0620  USGS QUAD   -  BUENA (2019)
 JU0620
 JU0620                         *CURRENT SURVEY CONTROL
 JU0620  ______________________________________________________________________
 JU0620* NAD 83(1986) POSITION- 39 35 24.     (N) 074 53 52.     (W)   SCALED
 JU0620* NAVD 88 ORTHO HEIGHT -    25.764 (meters)       84.53  (feet) ADJUSTED
 JU0620  ______________________________________________________________________
 JU0620  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 JU0620  DYNAMIC HEIGHT  -         25.751 (meters)       84.48  (feet) COMP
 JU0620  MODELED GRAVITY -    980,120.6   (mgal)                       NAVD 88
 JU0620
 JU0620  VERT ORDER      -  SECOND    CLASS 0
 JU0620
 JU0620.The horizontal coordinates were scaled from a map and have
 JU0620.an estimated accuracy of +/- 6 seconds.
 JU0620
 JU0620.The orthometric height was determined by differential leveling and
 JU0620.adjusted by the NATIONAL GEODETIC SURVEY
 JU0620.in June 1991.
 JU0620
 JU0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0620.GEOID18 height accuracy estimate available here.
 JU0620
 JU0620.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ087822(NAD 83)
 JU0620
 JU0620                          SUPERSEDED SURVEY CONTROL
 JU0620
 JU0620  NGVD 29 (11/26/84)   26.136  (m)           85.75   (f) ADJUSTED    2 0
 JU0620
 JU0620.Superseded values are not recommended for survey control.
 JU0620
 JU0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0620.See file dsdata.pdf to determine how the superseded data were derived.
 JU0620
 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  HISTORY     - 20210820 MARK NOT FOUND   NJGS
 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.
 JU0620
 JU0620                          STATION RECOVERY (2021)
 JU0620
 JU0620'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU0620'RAILROAD HAS BEEN ABANDONED, DESCRIPTIVE TEXT AND LOCATION UNSUITABLE
 JU0620'FOR A GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0271 ***********************************************************************
 KV0271  DESIGNATION -  1105
 KV0271  PID         -  KV0271
 KV0271  STATE/COUNTY-  NJ/HUDSON
 KV0271  COUNTRY     -  US
 KV0271  USGS QUAD   -  JERSEY CITY (2019)
 KV0271
 KV0271                         *CURRENT SURVEY CONTROL
 KV0271  ______________________________________________________________________
 KV0271* NAD 83(1986) POSITION- 40 43 28.     (N) 074 05 28.     (W)   SCALED
 KV0271* NAVD 88 ORTHO HEIGHT -     2.079 (meters)        6.82  (feet) ADJUSTED
 KV0271  ______________________________________________________________________
 KV0271  GEOID HEIGHT    -        -32.083 (meters)                     GEOID18
 KV0271  DYNAMIC HEIGHT  -          2.078 (meters)        6.82  (feet) COMP
 KV0271  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 KV0271
 KV0271  VERT ORDER      -  FIRST     CLASS II
 KV0271
 KV0271.The horizontal coordinates were scaled from a map and have
 KV0271.an estimated accuracy of +/- 6 seconds.
 KV0271
 KV0271.The orthometric height was determined by differential leveling and
 KV0271.adjusted by the NATIONAL GEODETIC SURVEY
 KV0271.in June 1991.
 KV0271
 KV0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0271.GEOID18 height accuracy estimate available here.
 KV0271
 KV0271.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL767085(NAD 83)
 KV0271
 KV0271                          SUPERSEDED SURVEY CONTROL
 KV0271
 KV0271  NGVD 29 (11/26/84)    2.415  (m)            7.92   (f) ADJUSTED    1 2
 KV0271
 KV0271.Superseded values are not recommended for survey control.
 KV0271
 KV0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0271.See file dsdata.pdf to determine how the superseded data were derived.
 KV0271
 KV0271_MARKER: DD = SURVEY DISK
 KV0271_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV0271_STAMPING: 1105
 KV0271_MARK LOGO: CGS+SS
 KV0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV0272 ***********************************************************************
 KV0272  DESIGNATION -  1106 A
 KV0272  PID         -  KV0272
 KV0272  STATE/COUNTY-  NJ/HUDSON
 KV0272  COUNTRY     -  US
 KV0272  USGS QUAD   -  JERSEY CITY (2019)
 KV0272
 KV0272                         *CURRENT SURVEY CONTROL
 KV0272  ______________________________________________________________________
 KV0272* NAD 83(2011) POSITION- 40 43 35.20043(N) 074 05 47.90964(W)   ADJUSTED
 KV0272* NAD 83(2011) ELLIP HT-   -21.351 (meters)        (06/27/12)   ADJUSTED
 KV0272* NAD 83(2011) EPOCH   -  2010.00
 KV0272* NAVD 88 ORTHO HEIGHT -    10.737 (meters)       35.23  (feet) ADJUSTED
 KV0272  ______________________________________________________________________
 KV0272  GEOID HEIGHT    -        -32.099 (meters)                     GEOID18
 KV0272  NAD 83(2011) X  -  1,326,358.833 (meters)                     COMP
 KV0272  NAD 83(2011) Y  - -4,655,183.209 (meters)                     COMP
 KV0272  NAD 83(2011) Z  -  4,139,434.701 (meters)                     COMP
 KV0272  LAPLACE CORR    -          6.46  (seconds)                    DEFLEC18
 KV0272  DYNAMIC HEIGHT  -         10.733 (meters)       35.21  (feet) COMP
 KV0272  MODELED GRAVITY -    980,237.4   (mgal)                       NAVD 88
 KV0272
 KV0272  VERT ORDER      -  FIRST     CLASS I
 KV0272
 KV0272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0272  Standards:
 KV0272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0272  -------------------------------------------------------------------
 KV0272  NETWORK    0.43   1.18           0.18   0.17   0.60      0.08654581
 KV0272  -------------------------------------------------------------------
 KV0272  Click here for local accuracies and other accuracy information.
 KV0272
 KV0272.The horizontal coordinates were established by GPS observations
 KV0272.and adjusted by the National Geodetic Survey in June 2012.
 KV0272
 KV0272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0272.been affixed to the stable North American tectonic plate. See 
 KV0272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0272
 KV0272.The horizontal coordinates are valid at the epoch date displayed above
 KV0272.which is a decimal equivalence of Year/Month/Day.
 KV0272
 KV0272.The orthometric height was determined by differential leveling and
 KV0272.adjusted by the NATIONAL GEODETIC SURVEY
 KV0272.in June 1991.
 KV0272
 KV0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0272.GEOID18 height accuracy estimate available here.
 KV0272
 KV0272.Click photographs - Photos may exist for this station.
 KV0272
 KV0272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0272
 KV0272.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0272
 KV0272.The ellipsoidal height was determined by GPS observations
 KV0272.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0272
 KV0272;                    North         East     Units Scale Factor Converg.
 KV0272;SPC NJ       -   210,250.178   184,073.193   MT  0.99991429   +0 15 47.4
 KV0272;SPC NJ       -   689,795.79    603,913.47   sFT  0.99991429   +0 15 47.4
 KV0272;SPC NY E     -   210,250.178   184,073.193   MT  0.99991429   +0 15 47.4
 KV0272;SPC NY E     -   689,795.79    603,913.47   sFT  0.99991429   +0 15 47.4
 KV0272;SPC NY L     -    62,165.509   291,835.544   MT  0.99999722   -0 03 47.6
 KV0272;SPC NY L     -   203,954.67    957,463.78   sFT  0.99999722   -0 03 47.6
 KV0272;UTM  18      - 4,508,782.934   576,287.546   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7628708782(NAD 83)
 KV0272
 KV0272                          SUPERSEDED SURVEY CONTROL
 KV0272
 KV0272  NAD 83(2007)-  40 43 35.20068(N)    074 05 47.91078(W) AD(2002.00) 0
 KV0272  ELLIP H (02/10/07)  -21.347  (m)                       GP(2002.00)    
 KV0272  ELLIP H (10/23/02)  -21.338  (m)                       GP(       ) 4 1
 KV0272  NAD 83(1996)-  40 43 35.20096(N)    074 05 47.91111(W) AD(       ) 1
 KV0272  ELLIP H (05/14/99)  -21.333  (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              10.74   (m)           35.2    (f) LEVELING    3  
 KV0272  NGVD 29 (04/16/92)   11.085  (m)           36.37   (f) ADJUSTED    1 1
 KV0272  NGVD 29 (??/??/87)   11.085  (m)           36.37   (f) SUPERSEDED  1 1
 KV0272
 KV0272.Superseded values are not recommended for survey control.
 KV0272
 KV0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0272.See file dsdata.pdf to determine how the superseded data were derived.
 KV0272
 KV0272_MARKER: DD = SURVEY DISK
 KV0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0272_SP_SET: BRIDGE
 KV0272_STAMPING: 1106 A
 KV0272_MARK LOGO: CGS+SS
 KV0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0272+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2024
 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  HISTORY     - 20061012 GOOD             INDIV
 KV0272  HISTORY     - 20100409 GOOD             BOSWEL
 KV0272  HISTORY     - 20130212 GOOD             BOSWEL
 KV0272  HISTORY     - 20160104 GOOD             JMT
 KV0272  HISTORY     - 20160318 GOOD             JMTMD
 KV0272  HISTORY     - 20161128 GOOD             PBCONS
 KV0272  HISTORY     - 20190430 GOOD             RAS
 KV0272  HISTORY     - 20191121 GOOD             NJGS
 KV0272  HISTORY     - 20240201 GOOD             AAAS
 KV0272
 KV0272                          STATION DESCRIPTION
 KV0272
 KV0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 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.
 KV0272'
 KV0272'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 9 AND
 KV0272'U.S. HIGHWAYS 1 AND 9 TRUCK, JUST SOUTH OF THE PULASKI SKYWAY BRIDGE,
 KV0272'BEAR RIGHT AND GO EAST ON U.S. HIGHWAY 1 AND 9 FOR 2.0 MI (3.2 KM) TO
 KV0272'AN ACCESS ROAD ON THE RIGHT, JUST PAST THE BRIDGE OVER THE HACKENSACK
 KV0272'RIVER.
 KV0272'
 KV0272'TO REACH THE STATION FROM EXIT 15E OF THE NEW JERSEY TURNPIKE, GO EAST
 KV0272'ON TRUCK 1 AND 9, TOWARD BAYONNE AND JERSEY CITY, CROSSING FIRST THE
 KV0272'PASSAIC RIVER LIFT BRIDGE, THEN THE HACKENSACK RIVER LIFT BRIDGE TO
 KV0272'THE STATION IN THE SOUTH SIDEWALK AT THE EAST END OF THE BRIDGE,
 KV0272'CONTINUE TO THE ACCESS ROAD ON THE RIGHT, TURN RIGHT AND GO 0.2 MI
 KV0272'(0.3 KM) TO THE EAST BRIDGE ABUTMENT AND THE STATION ON THE RIGHT.
 KV0272'
 KV0272'THE STATION IS 54 FT (16.5 M) WEST FROM THE EAST END OF THE BRIDGE
 KV0272'OVER THE EAST ABUTMENT, 2.6 FT (0.8 M) SOUTH FROM THE SOUTH CURB OF
 KV0272'U.S. HIGHWAYS 1 AND 9 AND 11.7 FT (3.6 M) NORTHWEST FROM AN ARMY CORPS
 KV0272'OF ENGINEERS DISK HK 1 USE 1963.
 KV0272'
 KV0272'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.
 KV0272
 KV0272                          STATION RECOVERY (2006)
 KV0272
 KV0272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LUD)
 KV0272'DESCRIPTION IS ADEQUATE.
 KV0272
 KV0272                          STATION RECOVERY (2010)
 KV0272
 KV0272'RECOVERY NOTE BY BOSWELL ENGINEERING 2010 (RRR)
 KV0272'RECOVERED IN GOOD CONDITION.
 KV0272
 KV0272                          STATION RECOVERY (2013)
 KV0272
 KV0272'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 KV0272'RECOVERED IN GOOD CONDITION.
 KV0272
 KV0272                          STATION RECOVERY (2016)
 KV0272
 KV0272'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2016 (ES)
 KV0272'RECOVERED IN GOOD CONDITION.
 KV0272
 KV0272                          STATION RECOVERY (2016)
 KV0272
 KV0272'RECOVERY NOTE BY JMT ENGINEERING 2016 (EAS)
 KV0272'USED TO CHECK RTN (KEYNET) N -0.01 E +0.03 Z -0.02.
 KV0272
 KV0272                          STATION RECOVERY (2016)
 KV0272
 KV0272'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2016 (MJB)
 KV0272'RECOVERED IN GOOD CONDITION.
 KV0272
 KV0272                          STATION RECOVERY (2019)
 KV0272
 KV0272'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2019 (MK)
 KV0272'RECOVERED IN GOOD CONDITION.
 KV0272
 KV0272                          STATION RECOVERY (2019)
 KV0272
 KV0272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV0272'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHEAST OF ELIZABETH,
 KV0272'5.0 MI (8.0 KM) SOUTHWEST OF WEEHAWKEN IN JERSEY CITY.
 KV0272'
 KV0272'TO REACH FROM THE NEW JERSEY TURNPIKE TOLL BOOTHS OF EXIT 15E,
 KV0272'NORTHBOUND, GO 0.3 MI (0.5 KM) NORTH THEN EAST ON RAMP LEADING TO
 KV0272'JERSEY CITY, U.S. HIGHWAY 1 AND 9 TRUCK (RAYMOND BOULEVARD).
 KV0272'CONTINUE EAST FOR 1.4 MI (2.3 KM), CROSSING THE PASSAIC AND HACKENSACK
 KV0272'RIVERS TO A TURN OFF ROAD ON THE RIGHT LEADING UNDER THE BRIDGE.
 KV0272'
 KV0272'PARK VEHICLE AND PACK ABOUT 700 FT (213.4 M) WEST-NORTHWEST TO THE
 KV0272'SOUTH END OF THE EASTERLY ABUTMENT OF THE U.S. HIGHWAY 1 AND 9 TRUCK
 KV0272'BRIDGE SPANNING THE HACKENSACK RIVER AND THE STATION AHEAD.
 KV0272'
 KV0272'THE STATION IS 54 FT (16.5 M) WEST-NORTHWEST OF THE EAST END OF THE
 KV0272'BRIDGE, 2.5 FT (0.8 M) SOUTH-SOUTHWEST OF THE SOUTH CURB, 11.7 FT
 KV0272'(3.6 M) WEST-NORTHWEST OF AN ARMY CORPS OF ENGINEERS DISK, HK 1
 KV0272'(KV0273).
 KV0272'
 KV0272'THE STATION IS IN CLOSE PROXIMITY TO THE TRAVELED LANES WHICH HAS A
 KV0272'HIGH VOLUME OF TRUCK TRAFFIC TO THE NORTH OF THE STATION.
 KV0272
 KV0272                          STATION RECOVERY (2024)
 KV0272
 KV0272'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV0272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0621 ***********************************************************************
 JU0621  DESIGNATION -  111 CNJRR
 JU0621  PID         -  JU0621
 JU0621  STATE/COUNTY-  NJ/ATLANTIC
 JU0621  COUNTRY     -  US
 JU0621  USGS QUAD   -  BUENA (2019)
 JU0621
 JU0621                         *CURRENT SURVEY CONTROL
 JU0621  ______________________________________________________________________
 JU0621* NAD 83(1986) POSITION- 39 34 36.     (N) 074 54 17.     (W)   SCALED
 JU0621* NAVD 88 ORTHO HEIGHT -    28.365 (meters)       93.06  (feet) ADJUSTED
 JU0621  ______________________________________________________________________
 JU0621  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 JU0621  DYNAMIC HEIGHT  -         28.351 (meters)       93.01  (feet) COMP
 JU0621  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 JU0621
 JU0621  VERT ORDER      -  SECOND    CLASS 0
 JU0621
 JU0621.The horizontal coordinates were scaled from a map and have
 JU0621.an estimated accuracy of +/- 6 seconds.
 JU0621
 JU0621.The orthometric height was determined by differential leveling and
 JU0621.adjusted by the NATIONAL GEODETIC SURVEY
 JU0621.in June 1991.
 JU0621
 JU0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0621.GEOID18 height accuracy estimate available here.
 JU0621
 JU0621.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ081807(NAD 83)
 JU0621
 JU0621                          SUPERSEDED SURVEY CONTROL
 JU0621
 JU0621  NGVD 29 (11/26/84)   28.735  (m)           94.27   (f) ADJUSTED    2 0
 JU0621
 JU0621.Superseded values are not recommended for survey control.
 JU0621
 JU0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0621.See file dsdata.pdf to determine how the superseded data were derived.
 JU0621
 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  HISTORY     - 20210820 MARK NOT FOUND   NJGS
 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.
 JU0621
 JU0621                          STATION RECOVERY (2021)
 JU0621
 JU0621'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU0621'RAILROAD HAS BEEN ABANDONED, DESCRIPTIVE TEXT AND LOCATION UNSUITABLE
 JU0621'FOR A GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6795 ***********************************************************************
 KV6795  DESIGNATION -  11121
 KV6795  PID         -  KV6795
 KV6795  STATE/COUNTY-  NJ/MERCER
 KV6795  COUNTRY     -  US
 KV6795  USGS QUAD   -  PRINCETON (2019)
 KV6795
 KV6795                         *CURRENT SURVEY CONTROL
 KV6795  ______________________________________________________________________
 KV6795* NAD 83(2011) POSITION- 40 16 52.43597(N) 074 43 53.76974(W)   ADJUSTED
 KV6795* NAD 83(2011) ELLIP HT-     1.747 (meters)        (06/27/12)   ADJUSTED
 KV6795* NAD 83(2011) EPOCH   -  2010.00
 KV6795* NAVD 88 ORTHO HEIGHT -    35.1   (meters)      115.    (feet) GPS OBS
 KV6795  ______________________________________________________________________
 KV6795  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6795  GEOID HEIGHT    -        -33.530 (meters)                     GEOID93
 KV6795  GEOID HEIGHT    -        -33.293 (meters)                     GEOID18
 KV6795  NAD 83(2011) X  -  1,283,149.450 (meters)                     COMP
 KV6795  NAD 83(2011) Y  - -4,700,589.526 (meters)                     COMP
 KV6795  NAD 83(2011) Z  -  4,101,858.824 (meters)                     COMP
 KV6795  LAPLACE CORR    -          4.97  (seconds)                    DEFLEC18
 KV6795
 KV6795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6795  Standards:
 KV6795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6795  -------------------------------------------------------------------
 KV6795  NETWORK    0.60   0.74           0.25   0.24   0.38      0.00174262
 KV6795  -------------------------------------------------------------------
 KV6795  Click here for local accuracies and other accuracy information.
 KV6795
 KV6795.The horizontal coordinates were established by GPS observations
 KV6795.and adjusted by the National Geodetic Survey in June 2012.
 KV6795
 KV6795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6795.been affixed to the stable North American tectonic plate. See 
 KV6795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6795
 KV6795.The horizontal coordinates are valid at the epoch date displayed above
 KV6795.which is a decimal equivalence of Year/Month/Day.
 KV6795
 KV6795.The orthometric height was determined by GPS observations and a
 KV6795.high-resolution geoid model.
 KV6795
 KV6795.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6795.GEOID18 height accuracy estimate available here.
 KV6795
 KV6795.Click photographs - Photos may exist for this station.
 KV6795
 KV6795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6795
 KV6795.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6795
 KV6795.The ellipsoidal height was determined by GPS observations
 KV6795.and is referenced to NAD 83.
 KV6795
 KV6795. The following values were computed from the NAD 83(2011) position.
 KV6795
 KV6795;                    North         East     Units Scale Factor Converg.
 KV6795;SPC NJ       -   160,764.296   130,305.887   MT  0.99990477   -0 08 59.1
 KV6795;SPC NJ       -   527,440.86    427,511.90   sFT  0.99990477   -0 08 59.1
 KV6795;SPC PA S     -   109,635.771   856,632.807   MT  0.99996385   +1 57 29.9
 KV6795;SPC PA S     -   359,696.69  2,810,469.47   sFT  0.99996385   +1 57 29.9
 KV6795;UTM  18      - 4,459,006.555   522,816.061   MT  0.99960641   +0 10 24.7
 KV6795
 KV6795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6795!SPC NJ       -   0.99999973  x   0.99990477  =   0.99990450
 KV6795!SPC PA S     -   0.99999973  x   0.99996385  =   0.99996358
 KV6795!UTM  18      -   0.99999973  x   0.99960641  =   0.99960614
 KV6795
 KV6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2281659006(NAD 83)
 KV6795
 KV6795                          SUPERSEDED SURVEY CONTROL
 KV6795
 KV6795  NAD 83(2007)-  40 16 52.43644(N)    074 43 53.77054(W) AD(2002.00) 0
 KV6795  ELLIP H (02/10/07)    1.771  (m)                       GP(2002.00)    
 KV6795  ELLIP H (10/23/02)    1.796  (m)                       GP(       ) 4 1
 KV6795  NAD 83(1996)-  40 16 52.43692(N)    074 43 53.77074(W) AD(       ) 1
 KV6795  ELLIP H (05/14/99)    1.813  (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)  GEOID90  model used  GPS OBS        
 KV6795
 KV6795.Superseded values are not recommended for survey control.
 KV6795
 KV6795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6795.See file dsdata.pdf to determine how the superseded data were derived.
 KV6795
 KV6795_MARKER: DD = SURVEY DISK
 KV6795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20140915 MARK NOT FOUND   AAAS
 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.
 KV6795
 KV6795                          STATION RECOVERY (2014)
 KV6795
 KV6795'RECOVERY NOTE BY ARORA AND ASSOCIATES 2014 (PRD)
 KV6795'STAKED OUT TO COORDINATES AND DUG IN AREA. MARK WAS NOT FOUND AFTER
 KV6795'1.0 FOOT DEEP HOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6450 ***********************************************************************
 KV6450  DESIGNATION -  11141
 KV6450  PID         -  KV6450
 KV6450  STATE/COUNTY-  NJ/MERCER
 KV6450  COUNTRY     -  US
 KV6450  USGS QUAD   -  PRINCETON (2019)
 KV6450
 KV6450                         *CURRENT SURVEY CONTROL
 KV6450  ______________________________________________________________________
 KV6450* NAD 83(1986) POSITION- 40 20 37.     (N) 074 40 15.     (W)   SCALED
 KV6450* NAVD 88 ORTHO HEIGHT -    61.020 (meters)      200.20  (feet) ADJUSTED
 KV6450  ______________________________________________________________________
 KV6450  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 KV6450  DYNAMIC HEIGHT  -         60.991 (meters)      200.10  (feet) COMP
 KV6450  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 KV6450
 KV6450  VERT ORDER      -  SECOND    CLASS I
 KV6450
 KV6450.The horizontal coordinates were scaled from a map and have
 KV6450.an estimated accuracy of +/- 6 seconds.
 KV6450
 KV6450.The orthometric height was determined by differential leveling and
 KV6450.adjusted by the NATIONAL GEODETIC SURVEY
 KV6450.in April 1995.
 KV6450
 KV6450.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6450.GEOID18 height accuracy estimate available here.
 KV6450
 KV6450.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK279659(NAD 83)
 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
 KV6450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6450.See file dsdata.pdf to determine how the superseded data were derived.
 KV6450
 KV6450_MARKER: DD = SURVEY DISK
 KV6450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6452 ***********************************************************************
 KV6452  DESIGNATION -  11142
 KV6452  PID         -  KV6452
 KV6452  STATE/COUNTY-  NJ/MERCER
 KV6452  COUNTRY     -  US
 KV6452  USGS QUAD   -  PRINCETON (2019)
 KV6452
 KV6452                         *CURRENT SURVEY CONTROL
 KV6452  ______________________________________________________________________
 KV6452* NAD 83(1986) POSITION- 40 20 44.     (N) 074 40 06.     (W)   SCALED
 KV6452* NAVD 88 ORTHO HEIGHT -    63.866 (meters)      209.53  (feet) ADJUSTED
 KV6452  ______________________________________________________________________
 KV6452  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 KV6452  DYNAMIC HEIGHT  -         63.836 (meters)      209.44  (feet) COMP
 KV6452  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 KV6452
 KV6452  VERT ORDER      -  SECOND    CLASS I
 KV6452
 KV6452.The horizontal coordinates were scaled from a map and have
 KV6452.an estimated accuracy of +/- 6 seconds.
 KV6452
 KV6452.The orthometric height was determined by differential leveling and
 KV6452.adjusted by the NATIONAL GEODETIC SURVEY
 KV6452.in April 1995.
 KV6452
 KV6452.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6452.GEOID18 height accuracy estimate available here.
 KV6452
 KV6452.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK281661(NAD 83)
 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
 KV6452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6452.See file dsdata.pdf to determine how the superseded data were derived.
 KV6452
 KV6452_MARKER: DD = SURVEY DISK
 KV6452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6453 ***********************************************************************
 KV6453  DESIGNATION -  11143
 KV6453  PID         -  KV6453
 KV6453  STATE/COUNTY-  NJ/MERCER
 KV6453  COUNTRY     -  US
 KV6453  USGS QUAD   -  PRINCETON (2019)
 KV6453
 KV6453                         *CURRENT SURVEY CONTROL
 KV6453  ______________________________________________________________________
 KV6453* NAD 83(1986) POSITION- 40 20 53.     (N) 074 39 50.     (W)   SCALED
 KV6453* NAVD 88 ORTHO HEIGHT -    65.737 (meters)      215.67  (feet) ADJUSTED
 KV6453  ______________________________________________________________________
 KV6453  GEOID HEIGHT    -        -33.303 (meters)                     GEOID18
 KV6453  DYNAMIC HEIGHT  -         65.706 (meters)      215.57  (feet) COMP
 KV6453  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 KV6453
 KV6453  VERT ORDER      -  SECOND    CLASS I
 KV6453
 KV6453.The horizontal coordinates were scaled from a map and have
 KV6453.an estimated accuracy of +/- 6 seconds.
 KV6453
 KV6453.The orthometric height was determined by differential leveling and
 KV6453.adjusted by the NATIONAL GEODETIC SURVEY
 KV6453.in April 1995.
 KV6453
 KV6453.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6453.GEOID18 height accuracy estimate available here.
 KV6453
 KV6453.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK285664(NAD 83)
 KV6453
 KV6453                          SUPERSEDED SURVEY CONTROL
 KV6453
 KV6453  NGVD 29 (01/10/92)   66.071  (m)          216.77   (f) ADJUSTED    2 1
 KV6453
 KV6453.Superseded values are not recommended for survey control.
 KV6453
 KV6453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6453.See file dsdata.pdf to determine how the superseded data were derived.
 KV6453
 KV6453_MARKER: DD = SURVEY DISK
 KV6453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 AB6701 ***********************************************************************
 AB6701  DESIGNATION -  11163
 AB6701  PID         -  AB6701
 AB6701  STATE/COUNTY-  NJ/SOMERSET
 AB6701  COUNTRY     -  US
 AB6701  USGS QUAD   -  ROCKY HILL (2019)
 AB6701
 AB6701                         *CURRENT SURVEY CONTROL
 AB6701  ______________________________________________________________________
 AB6701* NAD 83(1986) POSITION- 40 24 04.21   (N) 074 39 02.78   (W)   HD_HELD1
 AB6701* NAVD 88 ORTHO HEIGHT -    45.823 (meters)      150.34  (feet) ADJUSTED
 AB6701  ______________________________________________________________________
 AB6701  GEOID HEIGHT    -        -33.361 (meters)                     GEOID18
 AB6701  DYNAMIC HEIGHT  -         45.802 (meters)      150.27  (feet) COMP
 AB6701  MODELED GRAVITY -    980,167.2   (mgal)                       NAVD 88
 AB6701
 AB6701  VERT ORDER      -  FIRST     CLASS II
 AB6701
 AB6701.The horizontal coordinates were determined by differentially corrected
 AB6701.hand held GPS observations or other comparable positioning techniques
 AB6701.and have an estimated accuracy of +/- 3 meters.
 AB6701
 AB6701.The orthometric height was determined by differential leveling and
 AB6701.adjusted by the NATIONAL GEODETIC SURVEY
 AB6701.in September 1996.
 AB6701
 AB6701.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6701.GEOID18 height accuracy estimate available here.
 AB6701
 AB6701.Click photographs - Photos may exist for this station.
 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       -   174,066.1     137,201.9     MT  (+/- 3 meters HH1 GPS) 
 AB6701
 AB6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2963472343(NAD 83)
 AB6701
 AB6701                          SUPERSEDED SURVEY CONTROL
 AB6701
 AB6701.No superseded survey control is available for this station.
 AB6701
 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 = JULY 24, 2026 22:12:30 EDT
 KV5994 ***********************************************************************
 KV5994  DESIGNATION -  11181
 KV5994  PID         -  KV5994
 KV5994  STATE/COUNTY-  NJ/BURLINGTON
 KV5994  COUNTRY     -  US
 KV5994  USGS QUAD   -  TRENTON EAST (2019)
 KV5994
 KV5994                         *CURRENT SURVEY CONTROL
 KV5994  ______________________________________________________________________
 KV5994* NAD 83(2011) POSITION- 40 09 14.94877(N) 074 42 01.27457(W)   ADJUSTED
 KV5994* NAD 83(2011) ELLIP HT-   -11.118 (meters)        (06/27/12)   ADJUSTED
 KV5994* NAD 83(2011) EPOCH   -  2010.00
 KV5994* NAVD 88 ORTHO HEIGHT -    21.684 (meters)       71.14  (feet) ADJUSTED
 KV5994  ______________________________________________________________________
 KV5994  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 KV5994  NAD 83(2011) X  -  1,288,114.486 (meters)                     COMP
 KV5994  NAD 83(2011) Y  - -4,708,667.857 (meters)                     COMP
 KV5994  NAD 83(2011) Z  -  4,091,075.576 (meters)                     COMP
 KV5994  LAPLACE CORR    -          4.48  (seconds)                    DEFLEC18
 KV5994  DYNAMIC HEIGHT  -         21.675 (meters)       71.11  (feet) COMP
 KV5994  MODELED GRAVITY -    980,196.3   (mgal)                       NAVD 88
 KV5994
 KV5994  VERT ORDER      -  FIRST     CLASS I
 KV5994
 KV5994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5994  Standards:
 KV5994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5994  -------------------------------------------------------------------
 KV5994  NETWORK    0.39   0.71           0.18   0.13   0.36      0.06300814
 KV5994  -------------------------------------------------------------------
 KV5994  Click here for local accuracies and other accuracy information.
 KV5994
 KV5994.The horizontal coordinates were established by GPS observations
 KV5994.and adjusted by the National Geodetic Survey in June 2012.
 KV5994
 KV5994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5994.been affixed to the stable North American tectonic plate. See 
 KV5994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5994
 KV5994.The horizontal coordinates are valid at the epoch date displayed above
 KV5994.which is a decimal equivalence of Year/Month/Day.
 KV5994
 KV5994.The orthometric height was determined by differential leveling and
 KV5994.adjusted by the NATIONAL GEODETIC SURVEY
 KV5994.in June 1991.
 KV5994
 KV5994.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5994.GEOID18 height accuracy estimate available here.
 KV5994
 KV5994.Click photographs - Photos may exist for this station.
 KV5994
 KV5994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5994
 KV5994.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5994
 KV5994.The ellipsoidal height was determined by GPS observations
 KV5994.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV5994
 KV5994;                    North         East     Units Scale Factor Converg.
 KV5994;SPC NJ       -   146,648.428   132,931.231   MT  0.99990359   -0 07 45.1
 KV5994;SPC NJ       -   481,129.05    436,125.21   sFT  0.99990359   -0 07 45.1
 KV5994;SPC PA S     -    95,625.126   859,775.781   MT  0.99997282   +1 58 42.9
 KV5994;SPC PA S     -   313,730.10  2,820,781.04   sFT  0.99997282   +1 58 42.9
 KV5994;UTM  18      - 4,444,909.892   525,520.099   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2552044909(NAD 83)
 KV5994
 KV5994                          SUPERSEDED SURVEY CONTROL
 KV5994
 KV5994  NAD 83(2007)-  40 09 14.94926(N)    074 42 01.27530(W) AD(2002.00) 0
 KV5994  ELLIP H (02/10/07)  -11.113  (m)                       GP(2002.00)    
 KV5994  ELLIP H (10/23/02)  -11.079  (m)                       GP(       ) 4 1
 KV5994  NAD 83(1996)-  40 09 14.94928(N)    074 42 01.27529(W) AD(       ) 1
 KV5994  ELLIP H (05/14/99)  -11.085  (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)  -11.116  (m)                       GP(       ) 2 1
 KV5994  NAD 83(1986)-  40 09 14.94970(N)    074 42 01.27796(W) AD(       ) 1
 KV5994  NAVD 88              21.68   (m)           71.1    (f) LEVELING    3  
 KV5994  NGVD 29              22.01   (m)           72.2    (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
 KV5994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5994.See file dsdata.pdf to determine how the superseded data were derived.
 KV5994
 KV5994_MARKER: DD = SURVEY DISK
 KV5994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 23, 2024
 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  HISTORY     - 20110823 GOOD             NJDEP
 KV5994  HISTORY     - 20170911 GOOD             PBCONS
 KV5994  HISTORY     - 20200825 GOOD             NJGS
 KV5994  HISTORY     - 20240423 GOOD             AAAS
 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'
 KV5994
 KV5994                          STATION RECOVERY (2011)
 KV5994
 KV5994'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2011 (JPO)
 KV5994'RECOVERED IN GOOD CONDITION.  CAR DEALER ON RIGHT SIDE OF RT 206 SOUTH
 KV5994'IS NO LONGER CHEVROLET.
 KV5994
 KV5994                          STATION RECOVERY (2017)
 KV5994
 KV5994'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 KV5994'RECOVERED IN GOOD CONDITION.
 KV5994
 KV5994                          STATION RECOVERY (2020)
 KV5994
 KV5994'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV5994'RECOVERED IN GOOD CONDITION.
 KV5994
 KV5994                          STATION RECOVERY (2024)
 KV5994
 KV5994'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV5994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5996 ***********************************************************************
 KV5996  DESIGNATION -  11184
 KV5996  PID         -  KV5996
 KV5996  STATE/COUNTY-  NJ/BURLINGTON
 KV5996  COUNTRY     -  US
 KV5996  USGS QUAD   -  TRENTON EAST (2019)
 KV5996
 KV5996                         *CURRENT SURVEY CONTROL
 KV5996  ______________________________________________________________________
 KV5996* NAD 83(1986) POSITION- 40 10 00.     (N) 074 42 00.     (W)   SCALED
 KV5996* NAVD 88 ORTHO HEIGHT -    17.233 (meters)       56.54  (feet) ADJUSTED
 KV5996  ______________________________________________________________________
 KV5996  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 KV5996  DYNAMIC HEIGHT  -         17.226 (meters)       56.52  (feet) COMP
 KV5996  MODELED GRAVITY -    980,194.4   (mgal)                       NAVD 88
 KV5996
 KV5996  VERT ORDER      -  FIRST     CLASS I
 KV5996
 KV5996.The horizontal coordinates were scaled from a map and have
 KV5996.an estimated accuracy of +/- 6 seconds.
 KV5996
 KV5996.The orthometric height was determined by differential leveling and
 KV5996.adjusted by the NATIONAL GEODETIC SURVEY
 KV5996.in June 1991.
 KV5996
 KV5996.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5996.GEOID18 height accuracy estimate available here.
 KV5996
 KV5996.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK255462(NAD 83)
 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
 KV5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5996.See file dsdata.pdf to determine how the superseded data were derived.
 KV5996
 KV5996_MARKER: DD = SURVEY DISK
 KV5996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV5997 ***********************************************************************
 KV5997  DESIGNATION -  11185
 KV5997  PID         -  KV5997
 KV5997  STATE/COUNTY-  NJ/BURLINGTON
 KV5997  COUNTRY     -  US
 KV5997  USGS QUAD   -  TRENTON EAST (2019)
 KV5997
 KV5997                         *CURRENT SURVEY CONTROL
 KV5997  ______________________________________________________________________
 KV5997* NAD 83(1986) POSITION- 40 10 11.     (N) 074 42 00.     (W)   SCALED
 KV5997* NAVD 88 ORTHO HEIGHT -    16.554 (meters)       54.31  (feet) ADJUSTED
 KV5997  ______________________________________________________________________
 KV5997  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 KV5997  DYNAMIC HEIGHT  -         16.547 (meters)       54.29  (feet) COMP
 KV5997  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 KV5997
 KV5997  VERT ORDER      -  FIRST     CLASS I
 KV5997
 KV5997.The horizontal coordinates were scaled from a map and have
 KV5997.an estimated accuracy of +/- 6 seconds.
 KV5997
 KV5997.The orthometric height was determined by differential leveling and
 KV5997.adjusted by the NATIONAL GEODETIC SURVEY
 KV5997.in June 1991.
 KV5997
 KV5997.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5997.GEOID18 height accuracy estimate available here.
 KV5997
 KV5997.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK255466(NAD 83)
 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
 KV5997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5997.See file dsdata.pdf to determine how the superseded data were derived.
 KV5997
 KV5997_MARKER: DD = SURVEY DISK
 KV5997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV5998 ***********************************************************************
 KV5998  DESIGNATION -  11186
 KV5998  PID         -  KV5998
 KV5998  STATE/COUNTY-  NJ/BURLINGTON
 KV5998  COUNTRY     -  US
 KV5998  USGS QUAD   -  TRENTON EAST (2019)
 KV5998
 KV5998                         *CURRENT SURVEY CONTROL
 KV5998  ______________________________________________________________________
 KV5998* NAD 83(1986) POSITION- 40 10 22.     (N) 074 41 57.     (W)   SCALED
 KV5998* NAVD 88 ORTHO HEIGHT -    21.121 (meters)       69.29  (feet) ADJUSTED
 KV5998  ______________________________________________________________________
 KV5998  GEOID HEIGHT    -        -32.860 (meters)                     GEOID18
 KV5998  DYNAMIC HEIGHT  -         21.111 (meters)       69.26  (feet) COMP
 KV5998  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 KV5998
 KV5998  VERT ORDER      -  FIRST     CLASS I
 KV5998
 KV5998.The horizontal coordinates were scaled from a map and have
 KV5998.an estimated accuracy of +/- 6 seconds.
 KV5998
 KV5998.The orthometric height was determined by differential leveling and
 KV5998.adjusted by the NATIONAL GEODETIC SURVEY
 KV5998.in June 1991.
 KV5998
 KV5998.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5998.GEOID18 height accuracy estimate available here.
 KV5998
 KV5998.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK256469(NAD 83)
 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
 KV5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5998.See file dsdata.pdf to determine how the superseded data were derived.
 KV5998
 KV5998_MARKER: DD = SURVEY DISK
 KV5998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6001 ***********************************************************************
 KV6001  DESIGNATION -  11188
 KV6001  PID         -  KV6001
 KV6001  STATE/COUNTY-  NJ/BURLINGTON
 KV6001  COUNTRY     -  US
 KV6001  USGS QUAD   -  TRENTON EAST (2019)
 KV6001
 KV6001                         *CURRENT SURVEY CONTROL
 KV6001  ______________________________________________________________________
 KV6001* NAD 83(1986) POSITION- 40 10 44.     (N) 074 42 15.     (W)   SCALED
 KV6001* NAVD 88 ORTHO HEIGHT -    13.134 (meters)       43.09  (feet) ADJUSTED
 KV6001  ______________________________________________________________________
 KV6001  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 KV6001  DYNAMIC HEIGHT  -         13.128 (meters)       43.07  (feet) COMP
 KV6001  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 KV6001
 KV6001  VERT ORDER      -  FIRST     CLASS I
 KV6001
 KV6001.The horizontal coordinates were scaled from a map and have
 KV6001.an estimated accuracy of +/- 6 seconds.
 KV6001
 KV6001.The orthometric height was determined by differential leveling and
 KV6001.adjusted by the NATIONAL GEODETIC SURVEY
 KV6001.in June 1991.
 KV6001
 KV6001.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6001.GEOID18 height accuracy estimate available here.
 KV6001
 KV6001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK251476(NAD 83)
 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
 KV6001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6001.See file dsdata.pdf to determine how the superseded data were derived.
 KV6001
 KV6001_MARKER: DD = SURVEY DISK
 KV6001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6004 ***********************************************************************
 KV6004  DESIGNATION -  11189
 KV6004  PID         -  KV6004
 KV6004  STATE/COUNTY-  NJ/MERCER
 KV6004  COUNTRY     -  US
 KV6004  USGS QUAD   -  TRENTON EAST (2019)
 KV6004
 KV6004                         *CURRENT SURVEY CONTROL
 KV6004  ______________________________________________________________________
 KV6004* NAD 83(1986) POSITION- 40 10 58.48   (N) 074 42 17.00   (W)   HD_HELD1
 KV6004* NAVD 88 ORTHO HEIGHT -     4.755 (meters)       15.60  (feet) ADJUSTED
 KV6004  ______________________________________________________________________
 KV6004  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 KV6004  DYNAMIC HEIGHT  -          4.753 (meters)       15.59  (feet) COMP
 KV6004  MODELED GRAVITY -    980,191.3   (mgal)                       NAVD 88
 KV6004
 KV6004  VERT ORDER      -  FIRST     CLASS I
 KV6004
 KV6004.The horizontal coordinates were determined by differentially corrected
 KV6004.hand held GPS observations or other comparable positioning techniques
 KV6004.and have an estimated accuracy of +/- 3 meters.
 KV6004
 KV6004.The orthometric height was determined by differential leveling and
 KV6004.adjusted by the NATIONAL GEODETIC SURVEY
 KV6004.in June 1991.
 KV6004
 KV6004.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6004.GEOID18 height accuracy estimate available here.
 KV6004
 KV6004.Click photographs - Photos may exist for this station.
 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       -   149,842.3     132,566.5     MT  (+/- 3 meters HH1 GPS) 
 KV6004
 KV6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2513748100(NAD 83)
 KV6004
 KV6004                          SUPERSEDED SURVEY CONTROL
 KV6004
 KV6004  NGVD 29 (01/10/92)    5.083  (m)           16.68   (f) ADJUSTED    1 1
 KV6004
 KV6004.Superseded values are not recommended for survey control.
 KV6004
 KV6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6004.See file dsdata.pdf to determine how the superseded data were derived.
 KV6004
 KV6004_MARKER: DD = SURVEY DISK
 KV6004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6004_STAMPING: 11189
 KV6004_MARK LOGO: NJGS
 KV6004_PROJECTION: RECESSED 61 CENTIMETERS
 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 SUITABLE FOR
 KV6004+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2023
 KV6004
 KV6004  HISTORY     - Date     Condition        Report By
 KV6004  HISTORY     - 1948     MONUMENTED       NJGS
 KV6004  HISTORY     - 19880715 GOOD             NJGS
 KV6004  HISTORY     - 19890710 GOOD             NJGS
 KV6004  HISTORY     - 20230203 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.
 KV6004
 KV6004                          STATION RECOVERY (2023)
 KV6004
 KV6004'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV6004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6345 ***********************************************************************
 KV6345  DESIGNATION -  11190
 KV6345  PID         -  KV6345
 KV6345  STATE/COUNTY-  NJ/MERCER
 KV6345  COUNTRY     -  US
 KV6345  USGS QUAD   -  TRENTON EAST (2019)
 KV6345
 KV6345                         *CURRENT SURVEY CONTROL
 KV6345  ______________________________________________________________________
 KV6345* NAD 83(1986) POSITION- 40 11 17.     (N) 074 42 01.     (W)   SCALED
 KV6345* NAVD 88 ORTHO HEIGHT -    19.157 (meters)       62.85  (feet) ADJUSTED
 KV6345  ______________________________________________________________________
 KV6345  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 KV6345  DYNAMIC HEIGHT  -         19.149 (meters)       62.82  (feet) COMP
 KV6345  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 KV6345
 KV6345  VERT ORDER      -  FIRST     CLASS II
 KV6345
 KV6345.The horizontal coordinates were scaled from a map and have
 KV6345.an estimated accuracy of +/- 6 seconds.
 KV6345
 KV6345.The orthometric height was determined by differential leveling and
 KV6345.adjusted by the NATIONAL GEODETIC SURVEY
 KV6345.in June 1991.
 KV6345
 KV6345.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6345.GEOID18 height accuracy estimate available here.
 KV6345
 KV6345.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK255486(NAD 83)
 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
 KV6345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6345.See file dsdata.pdf to determine how the superseded data were derived.
 KV6345
 KV6345_MARKER: DD = SURVEY DISK
 KV6345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6017 ***********************************************************************
 KV6017  DESIGNATION -  11193
 KV6017  PID         -  KV6017
 KV6017  STATE/COUNTY-  NJ/MERCER
 KV6017  COUNTRY     -  US
 KV6017  USGS QUAD   -  TRENTON WEST (2016)
 KV6017
 KV6017                         *CURRENT SURVEY CONTROL
 KV6017  ______________________________________________________________________
 KV6017* NAD 83(1986) POSITION- 40 12 04.7    (N) 074 45 26.5    (W)   HD_HELD2
 KV6017* NAVD 88 ORTHO HEIGHT -    10.885 (meters)       35.71  (feet) ADJUSTED
 KV6017  ______________________________________________________________________
 KV6017  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 KV6017  DYNAMIC HEIGHT  -         10.880 (meters)       35.70  (feet) COMP
 KV6017  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 KV6017
 KV6017  VERT ORDER      -  FIRST     CLASS I
 KV6017
 KV6017.The horizontal coordinates were established by autonomous hand held GPS
 KV6017.observations and have an estimated accuracy of +/- 10 meters.
 KV6017
 KV6017.The orthometric height was determined by differential leveling and
 KV6017.adjusted by the NATIONAL GEODETIC SURVEY
 KV6017.in June 1991.
 KV6017
 KV6017.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6017.GEOID18 height accuracy estimate available here.
 KV6017
 KV6017.Click photographs - Photos may exist for this station.
 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       -   151,896.      128,090.      MT  (+/- 10 meters HH2 GPS)
 KV6017
 KV6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2065050128(NAD 83)
 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
 KV6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6017.See file dsdata.pdf to determine how the superseded data were derived.
 KV6017
 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 - November 22, 2006
 KV6017
 KV6017  HISTORY     - Date     Condition        Report By
 KV6017  HISTORY     - 1948     MONUMENTED       NJGS
 KV6017  HISTORY     - 19881111 GOOD             NJGS
 KV6017  HISTORY     - 20020202 GOOD             NJGS
 KV6017  HISTORY     - 20061122 GOOD             GEOCAC
 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
 KV6017                          STATION RECOVERY (2006)
 KV6017
 KV6017'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KV6017'MARK IS LOCATED ON THE PUBLIC SIDEWALK ON THE EAST SIDE OF CENTER
 KV6017'STREET, NEAR THE EXTENDED CENTER LINE OF AN PASSAGEWAY BETWEEN HOUSES
 KV6017'646 AND 648.  STATION DISK IS SET IN A CONCRETE SEGMENT OF SIDEWALK,
 KV6017'IMMEDIATELY TO THE SOUTH OF A RED BRICK SEGMENT OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6008 ***********************************************************************
 KV6008  DESIGNATION -  11195
 KV6008  PID         -  KV6008
 KV6008  STATE/COUNTY-  NJ/MERCER
 KV6008  COUNTRY     -  US
 KV6008  USGS QUAD   -  TRENTON EAST (2019)
 KV6008
 KV6008                         *CURRENT SURVEY CONTROL
 KV6008  ______________________________________________________________________
 KV6008* NAD 83(1986) POSITION- 40 11 59.70   (N) 074 44 31.32   (W)   HD_HELD1
 KV6008* NAVD 88 ORTHO HEIGHT -    12.551 (meters)       41.18  (feet) ADJUSTED
 KV6008  ______________________________________________________________________
 KV6008  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 KV6008  DYNAMIC HEIGHT  -         12.546 (meters)       41.16  (feet) COMP
 KV6008  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 KV6008
 KV6008  VERT ORDER      -  FIRST     CLASS I
 KV6008
 KV6008.The horizontal coordinates were determined by differentially corrected
 KV6008.hand held GPS observations or other comparable positioning techniques
 KV6008.and have an estimated accuracy of +/- 3 meters.
 KV6008
 KV6008.The orthometric height was determined by differential leveling and
 KV6008.adjusted by the NATIONAL GEODETIC SURVEY
 KV6008.in June 1991.
 KV6008
 KV6008.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6008.GEOID18 height accuracy estimate available here.
 KV6008
 KV6008.Click photographs - Photos may exist for this station.
 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       -   151,738.3     129,394.3     MT  (+/- 3 meters HH1 GPS) 
 KV6008
 KV6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2195549978(NAD 83)
 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
 KV6008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6008.See file dsdata.pdf to determine how the superseded data were derived.
 KV6008
 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 = JULY 24, 2026 22:12:30 EDT
 KV6007 ***********************************************************************
 KV6007  DESIGNATION -  11196 A
 KV6007  PID         -  KV6007
 KV6007  STATE/COUNTY-  NJ/MERCER
 KV6007  COUNTRY     -  US
 KV6007  USGS QUAD   -  TRENTON EAST (2019)
 KV6007
 KV6007                         *CURRENT SURVEY CONTROL
 KV6007  ______________________________________________________________________
 KV6007* NAD 83(1986) POSITION- 40 12 02.92   (N) 074 44 08.52   (W)   HD_HELD1
 KV6007* NAVD 88 ORTHO HEIGHT -    16.094 (meters)       52.80  (feet) ADJUSTED
 KV6007  ______________________________________________________________________
 KV6007  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 KV6007  DYNAMIC HEIGHT  -         16.087 (meters)       52.78  (feet) COMP
 KV6007  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 KV6007
 KV6007  VERT ORDER      -  FIRST     CLASS I
 KV6007
 KV6007.The horizontal coordinates were determined by differentially corrected
 KV6007.hand held GPS observations or other comparable positioning techniques
 KV6007.and have an estimated accuracy of +/- 3 meters.
 KV6007
 KV6007.The orthometric height was determined by differential leveling and
 KV6007.adjusted by the NATIONAL GEODETIC SURVEY
 KV6007.in June 1991.
 KV6007
 KV6007.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6007.GEOID18 height accuracy estimate available here.
 KV6007
 KV6007.Click photographs - Photos may exist for this station.
 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       -   151,836.2     129,933.7     MT  (+/- 3 meters HH1 GPS) 
 KV6007
 KV6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2249450079(NAD 83)
 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
 KV6007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6007.See file dsdata.pdf to determine how the superseded data were derived.
 KV6007
 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 = JULY 24, 2026 22:12:30 EDT
 KV6018 ***********************************************************************
 KV6018  DESIGNATION -  11198
 KV6018  PID         -  KV6018
 KV6018  STATE/COUNTY-  NJ/MERCER
 KV6018  COUNTRY     -  US
 KV6018  USGS QUAD   -  TRENTON EAST (2019)
 KV6018
 KV6018                         *CURRENT SURVEY CONTROL
 KV6018  ______________________________________________________________________
 KV6018* NAD 83(1986) POSITION- 40 12 20.6    (N) 074 44 04.4    (W)   HD_HELD2
 KV6018* NAVD 88 ORTHO HEIGHT -    14.967 (meters)       49.10  (feet) ADJUSTED
 KV6018  ______________________________________________________________________
 KV6018  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 KV6018  DYNAMIC HEIGHT  -         14.960 (meters)       49.08  (feet) COMP
 KV6018  MODELED GRAVITY -    980,183.5   (mgal)                       NAVD 88
 KV6018
 KV6018  VERT ORDER      -  FIRST     CLASS I
 KV6018
 KV6018.The horizontal coordinates were established by autonomous hand held GPS
 KV6018.observations and have an estimated accuracy of +/- 10 meters.
 KV6018
 KV6018.The orthometric height was determined by differential leveling and
 KV6018.adjusted by the NATIONAL GEODETIC SURVEY
 KV6018.in June 1991.
 KV6018
 KV6018.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6018.GEOID18 height accuracy estimate available here.
 KV6018
 KV6018.Click photographs - Photos may exist for this station.
 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       -   152,381.      130,033.      MT  (+/- 10 meters HH2 GPS)
 KV6018
 KV6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2259050624(NAD 83)
 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
 KV6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6018.See file dsdata.pdf to determine how the superseded data were derived.
 KV6018
 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 24, 2006
 KV6018
 KV6018  HISTORY     - Date     Condition        Report By
 KV6018  HISTORY     - 1948     MONUMENTED       NJGS
 KV6018  HISTORY     - 19881111 GOOD             NJGS
 KV6018  HISTORY     - 20061124 GOOD             GEOCAC
 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.
 KV6018
 KV6018                          STATION RECOVERY (2006)
 KV6018
 KV6018'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KV6018'FOUND AS DESCRIBED AT THE SOUTH CORNER OF HOWELL AND CHAMBERS STREETS
 KV6018'AT 401 EAST HOWELL STREET, ACROSS HOWELL FROM THE LIVING BY GRACE
 KV6018'FELLOWSHIP CHURCH AND ACROSS CHAMBERS FROM A SERVICE STATION.
 KV6018'
 KV6018'STATION DISK IS SET IN CONCRETE SIDEWALK AND ABOUT 3.5 FEET SSE OF A
 KV6018'METAL POLE ON WHICH IS MOUNTED A STOP SIGN AND SIGNS FOR HOWELL AND
 KV6018'CHAMBERS STREETS.
 KV6018'
 KV6018'THE POLE MENTIONED IN THE 1988 DESCRIPTION IS NOW NUMBERED 65201 TN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6032 ***********************************************************************
 KV6032  DESIGNATION -  11199 B
 KV6032  PID         -  KV6032
 KV6032  STATE/COUNTY-  NJ/MERCER
 KV6032  COUNTRY     -  US
 KV6032  USGS QUAD   -  TRENTON WEST (2016)
 KV6032
 KV6032                         *CURRENT SURVEY CONTROL
 KV6032  ______________________________________________________________________
 KV6032* NAD 83(1986) POSITION- 40 12 27.     (N) 074 45 42.     (W)   SCALED
 KV6032* NAVD 88 ORTHO HEIGHT -     7.259 (meters)       23.82  (feet) ADJUSTED
 KV6032  ______________________________________________________________________
 KV6032  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 KV6032  DYNAMIC HEIGHT  -          7.256 (meters)       23.81  (feet) COMP
 KV6032  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 KV6032
 KV6032  VERT ORDER      -  FIRST     CLASS I
 KV6032
 KV6032.The horizontal coordinates were scaled from a map and have
 KV6032.an estimated accuracy of +/- 6 seconds.
 KV6032
 KV6032.The orthometric height was determined by differential leveling and
 KV6032.adjusted by the NATIONAL GEODETIC SURVEY
 KV6032.in June 1991.
 KV6032
 KV6032.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6032.GEOID18 height accuracy estimate available here.
 KV6032
 KV6032.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK202508(NAD 83)
 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
 KV6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6032.See file dsdata.pdf to determine how the superseded data were derived.
 KV6032
 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 = JULY 24, 2026 22:12:30 EDT
 JU0622 ***********************************************************************
 JU0622  DESIGNATION -  112 CNJRR
 JU0622  PID         -  JU0622
 JU0622  STATE/COUNTY-  NJ/ATLANTIC
 JU0622  COUNTRY     -  US
 JU0622  USGS QUAD   -  BUENA (2019)
 JU0622
 JU0622                         *CURRENT SURVEY CONTROL
 JU0622  ______________________________________________________________________
 JU0622* NAD 83(1986) POSITION- 39 33 47.     (N) 074 54 44.     (W)   SCALED
 JU0622* NAVD 88 ORTHO HEIGHT -    33.647 (meters)      110.39  (feet) ADJUSTED
 JU0622  ______________________________________________________________________
 JU0622  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 JU0622  DYNAMIC HEIGHT  -         33.630 (meters)      110.33  (feet) COMP
 JU0622  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 JU0622
 JU0622  VERT ORDER      -  SECOND    CLASS 0
 JU0622
 JU0622.The horizontal coordinates were scaled from a map and have
 JU0622.an estimated accuracy of +/- 6 seconds.
 JU0622
 JU0622.The orthometric height was determined by differential leveling and
 JU0622.adjusted by the NATIONAL GEODETIC SURVEY
 JU0622.in June 1991.
 JU0622
 JU0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0622.GEOID18 height accuracy estimate available here.
 JU0622
 JU0622.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ075792(NAD 83)
 JU0622
 JU0622                          SUPERSEDED SURVEY CONTROL
 JU0622
 JU0622  NGVD 29 (11/26/84)   34.015  (m)          111.60   (f) ADJUSTED    2 0
 JU0622
 JU0622.Superseded values are not recommended for survey control.
 JU0622
 JU0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0622.See file dsdata.pdf to determine how the superseded data were derived.
 JU0622
 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  HISTORY     - 20210820 MARK NOT FOUND   NJGS
 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.
 JU0622
 JU0622                          STATION RECOVERY (2021)
 JU0622
 JU0622'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU0622'RAILROAD HAS BEEN ABANDONED, DESCRIPTIVE TEXT AND LOCATION UNSUITABLE
 JU0622'FOR A GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0228 ***********************************************************************
 JU0228  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0228  DESIGNATION -  11211
 JU0228  PID         -  JU0228
 JU0228  STATE/COUNTY-  NJ/OCEAN
 JU0228  COUNTRY     -  US
 JU0228  USGS QUAD   -  TUCKERTON (2019)
 JU0228
 JU0228                         *CURRENT SURVEY CONTROL
 JU0228  ______________________________________________________________________
 JU0228* NAD 83(1986) POSITION- 39 36 05.08   (N) 074 20 23.54   (W)   HD_HELD1
 JU0228* NAVD 88 ORTHO HEIGHT -     2.015 (meters)        6.61  (feet) ADJUSTED
 JU0228  ______________________________________________________________________
 JU0228  GEOID HEIGHT    -        -33.481 (meters)                     GEOID18
 JU0228  DYNAMIC HEIGHT  -          2.014 (meters)        6.61  (feet) COMP
 JU0228  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 JU0228
 JU0228  VERT ORDER      -  SECOND    CLASS 0
 JU0228
 JU0228.The horizontal coordinates were determined by differentially corrected
 JU0228.hand held GPS observations or other comparable positioning techniques
 JU0228.and have an estimated accuracy of +/- 3 meters.
 JU0228
 JU0228.The orthometric height was determined by differential leveling and
 JU0228.adjusted by the NATIONAL GEODETIC SURVEY
 JU0228.in June 1991.
 JU0228
 JU0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0228.GEOID18 height accuracy estimate available here.
 JU0228
 JU0228.This Tidal Bench Mark is designated as VM 2634
 JU0228.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0228
 JU0228.Click photographs - Photos may exist for this station.
 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       -    85,275.4     163,751.7     MT  (+/- 3 meters HH1 GPS) 
 JU0228
 JU0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5667483727(NAD 83)
 JU0228
 JU0228                          SUPERSEDED SURVEY CONTROL
 JU0228
 JU0228  NGVD 29 (11/26/84)    2.403  (m)            7.88   (f) ADJUSTED    2 0
 JU0228
 JU0228.Superseded values are not recommended for survey control.
 JU0228
 JU0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0228.See file dsdata.pdf to determine how the superseded data were derived.
 JU0228
 JU0228_MARKER: DD = SURVEY DISK
 JU0228_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0228_SP_SET: CURB
 JU0228_STAMPING: 11211
 JU0228_MARK LOGO: NJDCED
 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 = JULY 24, 2026 22:12:30 EDT
 JU0623 ***********************************************************************
 JU0623  DESIGNATION -  113 CNJRR
 JU0623  PID         -  JU0623
 JU0623  STATE/COUNTY-  NJ/ATLANTIC
 JU0623  COUNTRY     -  US
 JU0623  USGS QUAD   -  BUENA (2019)
 JU0623
 JU0623                         *CURRENT SURVEY CONTROL
 JU0623  ______________________________________________________________________
 JU0623* NAD 83(1986) POSITION- 39 32 59.     (N) 074 55 11.     (W)   SCALED
 JU0623* NAVD 88 ORTHO HEIGHT -    33.946 (meters)      111.37  (feet) ADJUSTED
 JU0623  ______________________________________________________________________
 JU0623  GEOID HEIGHT    -        -33.668 (meters)                     GEOID18
 JU0623  DYNAMIC HEIGHT  -         33.928 (meters)      111.31  (feet) COMP
 JU0623  MODELED GRAVITY -    980,113.2   (mgal)                       NAVD 88
 JU0623
 JU0623  VERT ORDER      -  SECOND    CLASS 0
 JU0623
 JU0623.The horizontal coordinates were scaled from a map and have
 JU0623.an estimated accuracy of +/- 6 seconds.
 JU0623
 JU0623.The orthometric height was determined by differential leveling and
 JU0623.adjusted by the NATIONAL GEODETIC SURVEY
 JU0623.in June 1991.
 JU0623
 JU0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0623.GEOID18 height accuracy estimate available here.
 JU0623
 JU0623.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ068777(NAD 83)
 JU0623
 JU0623                          SUPERSEDED SURVEY CONTROL
 JU0623
 JU0623  NGVD 29 (11/26/84)   34.313  (m)          112.58   (f) ADJUSTED    2 0
 JU0623
 JU0623.Superseded values are not recommended for survey control.
 JU0623
 JU0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0623.See file dsdata.pdf to determine how the superseded data were derived.
 JU0623
 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 = JULY 24, 2026 22:12:30 EDT
 JU0624 ***********************************************************************
 JU0624  DESIGNATION -  114 CNJRR
 JU0624  PID         -  JU0624
 JU0624  STATE/COUNTY-  NJ/ATLANTIC
 JU0624  COUNTRY     -  US
 JU0624  USGS QUAD   -  BUENA (2019)
 JU0624
 JU0624                         *CURRENT SURVEY CONTROL
 JU0624  ______________________________________________________________________
 JU0624* NAD 83(1986) POSITION- 39 32 11.     (N) 074 55 38.     (W)   SCALED
 JU0624* NAVD 88 ORTHO HEIGHT -    34.449 (meters)      113.02  (feet) ADJUSTED
 JU0624  ______________________________________________________________________
 JU0624  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 JU0624  DYNAMIC HEIGHT  -         34.431 (meters)      112.96  (feet) COMP
 JU0624  MODELED GRAVITY -    980,111.7   (mgal)                       NAVD 88
 JU0624
 JU0624  VERT ORDER      -  SECOND    CLASS 0
 JU0624
 JU0624.The horizontal coordinates were scaled from a map and have
 JU0624.an estimated accuracy of +/- 6 seconds.
 JU0624
 JU0624.The orthometric height was determined by differential leveling and
 JU0624.adjusted by the NATIONAL GEODETIC SURVEY
 JU0624.in June 1991.
 JU0624
 JU0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0624.GEOID18 height accuracy estimate available here.
 JU0624
 JU0624.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ062763(NAD 83)
 JU0624
 JU0624                          SUPERSEDED SURVEY CONTROL
 JU0624
 JU0624  NGVD 29 (11/26/84)   34.815  (m)          114.22   (f) ADJUSTED    2 0
 JU0624
 JU0624.Superseded values are not recommended for survey control.
 JU0624
 JU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0624.See file dsdata.pdf to determine how the superseded data were derived.
 JU0624
 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 = JULY 24, 2026 22:12:30 EDT
 JU0625 ***********************************************************************
 JU0625  DESIGNATION -  115 CNJRR
 JU0625  PID         -  JU0625
 JU0625  STATE/COUNTY-  NJ/ATLANTIC
 JU0625  COUNTRY     -  US
 JU0625  USGS QUAD   -  BUENA (2019)
 JU0625
 JU0625                         *CURRENT SURVEY CONTROL
 JU0625  ______________________________________________________________________
 JU0625* NAD 83(1986) POSITION- 39 31 32.     (N) 074 56 14.     (W)   SCALED
 JU0625* NAVD 88 ORTHO HEIGHT -    34.065 (meters)      111.76  (feet) ADJUSTED
 JU0625  ______________________________________________________________________
 JU0625  GEOID HEIGHT    -        -33.720 (meters)                     GEOID18
 JU0625  DYNAMIC HEIGHT  -         34.047 (meters)      111.70  (feet) COMP
 JU0625  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 JU0625
 JU0625  VERT ORDER      -  SECOND    CLASS 0
 JU0625
 JU0625.The horizontal coordinates were scaled from a map and have
 JU0625.an estimated accuracy of +/- 6 seconds.
 JU0625
 JU0625.The orthometric height was determined by differential leveling and
 JU0625.adjusted by the NATIONAL GEODETIC SURVEY
 JU0625.in June 1991.
 JU0625
 JU0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0625.GEOID18 height accuracy estimate available here.
 JU0625
 JU0625.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ053751(NAD 83)
 JU0625
 JU0625                          SUPERSEDED SURVEY CONTROL
 JU0625
 JU0625  NGVD 29 (11/26/84)   34.431  (m)          112.96   (f) ADJUSTED    2 0
 JU0625
 JU0625.Superseded values are not recommended for survey control.
 JU0625
 JU0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0625.See file dsdata.pdf to determine how the superseded data were derived.
 JU0625
 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 = JULY 24, 2026 22:12:30 EDT
 KV6451 ***********************************************************************
 KV6451  DESIGNATION -  116
 KV6451  PID         -  KV6451
 KV6451  STATE/COUNTY-  NJ/MERCER
 KV6451  COUNTRY     -  US
 KV6451  USGS QUAD   -  PRINCETON (2019)
 KV6451
 KV6451                         *CURRENT SURVEY CONTROL
 KV6451  ______________________________________________________________________
 KV6451* NAD 83(1986) POSITION- 40 20 39.     (N) 074 40 12.     (W)   SCALED
 KV6451* NAVD 88 ORTHO HEIGHT -    62.861 (meters)      206.24  (feet) ADJUSTED
 KV6451  ______________________________________________________________________
 KV6451  GEOID HEIGHT    -        -33.311 (meters)                     GEOID18
 KV6451  DYNAMIC HEIGHT  -         62.832 (meters)      206.14  (feet) COMP
 KV6451  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 KV6451
 KV6451  VERT ORDER      -  SECOND    CLASS I
 KV6451
 KV6451.The horizontal coordinates were scaled from a map and have
 KV6451.an estimated accuracy of +/- 6 seconds.
 KV6451
 KV6451.The orthometric height was determined by differential leveling and
 KV6451.adjusted by the NATIONAL GEODETIC SURVEY
 KV6451.in April 1995.
 KV6451
 KV6451.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6451.GEOID18 height accuracy estimate available here.
 KV6451
 KV6451.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK280660(NAD 83)
 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
 KV6451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6451.See file dsdata.pdf to determine how the superseded data were derived.
 KV6451
 KV6451_MARKER: DD = SURVEY DISK
 KV6451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6451_STAMPING: 116 207.311
 KV6451_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0627 ***********************************************************************
 JU0627  DESIGNATION -  116 CNJRR
 JU0627  PID         -  JU0627
 JU0627  STATE/COUNTY-  NJ/ATLANTIC
 JU0627  COUNTRY     -  US
 JU0627  USGS QUAD   -  BUENA (2019)
 JU0627
 JU0627                         *CURRENT SURVEY CONTROL
 JU0627  ______________________________________________________________________
 JU0627* NAD 83(1986) POSITION- 39 31 08.     (N) 074 57 16.     (W)   SCALED
 JU0627* NAVD 88 ORTHO HEIGHT -    35.232 (meters)      115.59  (feet) ADJUSTED
 JU0627  ______________________________________________________________________
 JU0627  GEOID HEIGHT    -        -33.733 (meters)                     GEOID18
 JU0627  DYNAMIC HEIGHT  -         35.214 (meters)      115.53  (feet) COMP
 JU0627  MODELED GRAVITY -    980,111.0   (mgal)                       NAVD 88
 JU0627
 JU0627  VERT ORDER      -  SECOND    CLASS 0
 JU0627
 JU0627.The horizontal coordinates were scaled from a map and have
 JU0627.an estimated accuracy of +/- 6 seconds.
 JU0627
 JU0627.The orthometric height was determined by differential leveling and
 JU0627.adjusted by the NATIONAL GEODETIC SURVEY
 JU0627.in June 1991.
 JU0627
 JU0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0627.GEOID18 height accuracy estimate available here.
 JU0627
 JU0627.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ039743(NAD 83)
 JU0627
 JU0627                          SUPERSEDED SURVEY CONTROL
 JU0627
 JU0627  NGVD 29 (11/26/84)   35.598  (m)          116.79   (f) ADJUSTED    2 0
 JU0627
 JU0627.Superseded values are not recommended for survey control.
 JU0627
 JU0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0627.See file dsdata.pdf to determine how the superseded data were derived.
 JU0627
 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 = JULY 24, 2026 22:12:30 EDT
 JU0628 ***********************************************************************
 JU0628  DESIGNATION -  117 CNJRR
 JU0628  PID         -  JU0628
 JU0628  STATE/COUNTY-  NJ/ATLANTIC
 JU0628  COUNTRY     -  US
 JU0628  USGS QUAD   -  BUENA (2019)
 JU0628
 JU0628                         *CURRENT SURVEY CONTROL
 JU0628  ______________________________________________________________________
 JU0628* NAD 83(1986) POSITION- 39 30 46.     (N) 074 58 16.     (W)   SCALED
 JU0628* NAVD 88 ORTHO HEIGHT -    35.237 (meters)      115.61  (feet) ADJUSTED
 JU0628  ______________________________________________________________________
 JU0628  GEOID HEIGHT    -        -33.744 (meters)                     GEOID18
 JU0628  DYNAMIC HEIGHT  -         35.219 (meters)      115.55  (feet) COMP
 JU0628  MODELED GRAVITY -    980,111.0   (mgal)                       NAVD 88
 JU0628
 JU0628  VERT ORDER      -  SECOND    CLASS 0
 JU0628
 JU0628.The horizontal coordinates were scaled from a map and have
 JU0628.an estimated accuracy of +/- 6 seconds.
 JU0628
 JU0628.The orthometric height was determined by differential leveling and
 JU0628.adjusted by the NATIONAL GEODETIC SURVEY
 JU0628.in June 1991.
 JU0628
 JU0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0628.GEOID18 height accuracy estimate available here.
 JU0628
 JU0628.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ024736(NAD 83)
 JU0628
 JU0628                          SUPERSEDED SURVEY CONTROL
 JU0628
 JU0628  NGVD 29 (11/26/84)   35.603  (m)          116.81   (f) ADJUSTED    2 0
 JU0628
 JU0628.Superseded values are not recommended for survey control.
 JU0628
 JU0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0628.See file dsdata.pdf to determine how the superseded data were derived.
 JU0628
 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 = JULY 24, 2026 22:12:30 EDT
 KV0103 ***********************************************************************
 KV0103  DESIGNATION -  117.58 NJGS=43 C OF N
 KV0103  PID         -  KV0103
 KV0103  STATE/COUNTY-  NJ/ESSEX
 KV0103  COUNTRY     -  US
 KV0103  USGS QUAD   -  ORANGE (2016)
 KV0103
 KV0103                         *CURRENT SURVEY CONTROL
 KV0103  ______________________________________________________________________
 KV0103* NAD 83(1986) POSITION- 40 45 55.     (N) 074 10 47.     (W)   SCALED
 KV0103* NAVD 88 ORTHO HEIGHT -    35.611 (meters)      116.83  (feet) ADJUSTED
 KV0103  ______________________________________________________________________
 KV0103  GEOID HEIGHT    -        -32.329 (meters)                     GEOID18
 KV0103  DYNAMIC HEIGHT  -         35.597 (meters)      116.79  (feet) COMP
 KV0103  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 KV0103
 KV0103  VERT ORDER      -  FIRST     CLASS II
 KV0103
 KV0103.The horizontal coordinates were scaled from a map and have
 KV0103.an estimated accuracy of +/- 6 seconds.
 KV0103
 KV0103.The orthometric height was determined by differential leveling and
 KV0103.adjusted by the NATIONAL GEODETIC SURVEY
 KV0103.in June 1991.
 KV0103
 KV0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0103.GEOID18 height accuracy estimate available here.
 KV0103
 KV0103.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL692130(NAD 83)
 KV0103
 KV0103                          SUPERSEDED SURVEY CONTROL
 KV0103
 KV0103  NGVD 29 (11/26/84)   35.942  (m)          117.92   (f) ADJUSTED    1 2
 KV0103
 KV0103.Superseded values are not recommended for survey control.
 KV0103
 KV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0103.See file dsdata.pdf to determine how the superseded data were derived.
 KV0103
 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 = JULY 24, 2026 22:12:30 EDT
 KV0102 ***********************************************************************
 KV0102  DESIGNATION -  117.61 NJGS=42 C OF N
 KV0102  PID         -  KV0102
 KV0102  STATE/COUNTY-  NJ/ESSEX
 KV0102  COUNTRY     -  US
 KV0102  USGS QUAD   -  ORANGE (2016)
 KV0102
 KV0102                         *CURRENT SURVEY CONTROL
 KV0102  ______________________________________________________________________
 KV0102* NAD 83(1986) POSITION- 40 45 51.     (N) 074 10 45.     (W)   SCALED
 KV0102* NAVD 88 ORTHO HEIGHT -    35.618 (meters)      116.86  (feet) ADJUSTED
 KV0102  ______________________________________________________________________
 KV0102  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 KV0102  DYNAMIC HEIGHT  -         35.604 (meters)      116.81  (feet) COMP
 KV0102  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 KV0102
 KV0102  VERT ORDER      -  FIRST     CLASS II
 KV0102
 KV0102.The horizontal coordinates were scaled from a map and have
 KV0102.an estimated accuracy of +/- 6 seconds.
 KV0102
 KV0102.The orthometric height was determined by differential leveling and
 KV0102.adjusted by the NATIONAL GEODETIC SURVEY
 KV0102.in June 1991.
 KV0102
 KV0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0102.GEOID18 height accuracy estimate available here.
 KV0102
 KV0102.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL692129(NAD 83)
 KV0102
 KV0102                          SUPERSEDED SURVEY CONTROL
 KV0102
 KV0102  NGVD 29 (11/26/84)   35.948  (m)          117.94   (f) ADJUSTED    1 2
 KV0102
 KV0102.Superseded values are not recommended for survey control.
 KV0102
 KV0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0102.See file dsdata.pdf to determine how the superseded data were derived.
 KV0102
 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 = JULY 24, 2026 22:12:30 EDT
 AB6678 ***********************************************************************
 AB6678  DESIGNATION -  11721
 AB6678  PID         -  AB6678
 AB6678  STATE/COUNTY-  NJ/CAPE MAY
 AB6678  COUNTRY     -  US
 AB6678  USGS QUAD   -  CAPE MAY (2019)
 AB6678
 AB6678                         *CURRENT SURVEY CONTROL
 AB6678  ______________________________________________________________________
 AB6678* NAD 83(1986) POSITION- 38 58 07.08   (N) 074 54 54.30   (W)   HD_HELD1
 AB6678* NAVD 88 ORTHO HEIGHT -     3.001 (meters)        9.85  (feet) ADJUSTED
 AB6678  ______________________________________________________________________
 AB6678  GEOID HEIGHT    -        -35.451 (meters)                     GEOID18
 AB6678  DYNAMIC HEIGHT  -          2.999 (meters)        9.84  (feet) COMP
 AB6678  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 AB6678
 AB6678  VERT ORDER      -  FIRST     CLASS II
 AB6678
 AB6678.The horizontal coordinates were determined by differentially corrected
 AB6678.hand held GPS observations or other comparable positioning techniques
 AB6678.and have an estimated accuracy of +/- 3 meters.
 AB6678
 AB6678.The orthometric height was determined by differential leveling and
 AB6678.adjusted by the NATIONAL GEODETIC SURVEY
 AB6678.in September 1996.
 AB6678
 AB6678.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6678.GEOID18 height accuracy estimate available here.
 AB6678
 AB6678.Click photographs - Photos may exist for this station.
 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       -    15,100.6     114,030.5     MT  (+/- 3 meters HH1 GPS) 
 AB6678
 AB6678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0735613299(NAD 83)
 AB6678
 AB6678                          SUPERSEDED SURVEY CONTROL
 AB6678
 AB6678.No superseded survey control is available for this station.
 AB6678
 AB6678_MARKER: DD = SURVEY DISK
 AB6678_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AB6678_STAMPING: 11721
 AB6678_MARK LOGO: NJDCED
 AB6678_PROJECTION: RECESSED 8 CENTIMETERS
 AB6678_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB6678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6678+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2023
 AB6678
 AB6678  HISTORY     - Date     Condition        Report By
 AB6678  HISTORY     - 1934     MONUMENTED       NJGS
 AB6678  HISTORY     - 19950705 GOOD             NJGS
 AB6678  HISTORY     - 20010611 GOOD             NJGS
 AB6678  HISTORY     - 20081014 GOOD             GEOCAC
 AB6678  HISTORY     - 20231129 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.
 AB6678
 AB6678                          STATION RECOVERY (2008)
 AB6678
 AB6678'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AB6678'RECOVERED IN GOOD CONDITION.
 AB6678
 AB6678                          STATION RECOVERY (2023)
 AB6678
 AB6678'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 AB6678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0629 ***********************************************************************
 JU0629  DESIGNATION -  118 CNJRR
 JU0629  PID         -  JU0629
 JU0629  STATE/COUNTY-  NJ/CUMBERLAND
 JU0629  COUNTRY     -  US
 JU0629  USGS QUAD   -  BUENA (2019)
 JU0629
 JU0629                         *CURRENT SURVEY CONTROL
 JU0629  ______________________________________________________________________
 JU0629* NAD 83(1986) POSITION- 39 30 23.     (N) 074 59 16.     (W)   SCALED
 JU0629* NAVD 88 ORTHO HEIGHT -    29.091 (meters)       95.44  (feet) ADJUSTED
 JU0629  ______________________________________________________________________
 JU0629  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 JU0629  DYNAMIC HEIGHT  -         29.076 (meters)       95.39  (feet) COMP
 JU0629  MODELED GRAVITY -    980,111.4   (mgal)                       NAVD 88
 JU0629
 JU0629  VERT ORDER      -  SECOND    CLASS 0
 JU0629
 JU0629.The horizontal coordinates were scaled from a map and have
 JU0629.an estimated accuracy of +/- 6 seconds.
 JU0629
 JU0629.The orthometric height was determined by differential leveling and
 JU0629.adjusted by the NATIONAL GEODETIC SURVEY
 JU0629.in June 1991.
 JU0629
 JU0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0629.GEOID18 height accuracy estimate available here.
 JU0629
 JU0629.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ010729(NAD 83)
 JU0629
 JU0629                          SUPERSEDED SURVEY CONTROL
 JU0629
 JU0629  NGVD 29 (11/26/84)   29.460  (m)           96.65   (f) ADJUSTED    2 0
 JU0629
 JU0629.Superseded values are not recommended for survey control.
 JU0629
 JU0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0629.See file dsdata.pdf to determine how the superseded data were derived.
 JU0629
 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 = JULY 24, 2026 22:12:30 EDT
 AB8754 ***********************************************************************
 AB8754  DESIGNATION -  11803
 AB8754  PID         -  AB8754
 AB8754  STATE/COUNTY-  NJ/BURLINGTON
 AB8754  COUNTRY     -  US
 AB8754  USGS QUAD   -  COLUMBUS (2016)
 AB8754
 AB8754                         *CURRENT SURVEY CONTROL
 AB8754  ______________________________________________________________________
 AB8754* NAD 83(2011) POSITION- 40 04 27.31488(N) 074 44 54.53152(W)   ADJUSTED
 AB8754* NAD 83(2011) ELLIP HT-    -3.396 (meters)        (06/27/12)   ADJUSTED
 AB8754* NAD 83(2011) EPOCH   -  2010.00
 AB8754* NAVD 88 ORTHO HEIGHT -    29.3   (meters)       96.    (feet) GPS OBS
 AB8754  ______________________________________________________________________
 AB8754  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8754  GEOID HEIGHT    -        -32.986 (meters)                     GEOID93
 AB8754  GEOID HEIGHT    -        -32.684 (meters)                     GEOID18
 AB8754  NAD 83(2011) X  -  1,285,664.093 (meters)                     COMP
 AB8754  NAD 83(2011) Y  - -4,715,268.673 (meters)                     COMP
 AB8754  NAD 83(2011) Z  -  4,084,295.859 (meters)                     COMP
 AB8754  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 AB8754
 AB8754  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8754  Standards:
 AB8754         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8754            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8754  -------------------------------------------------------------------
 AB8754  NETWORK    0.27   0.51           0.12   0.10   0.26      0.00198452
 AB8754  -------------------------------------------------------------------
 AB8754  Click here for local accuracies and other accuracy information.
 AB8754
 AB8754.The horizontal coordinates were established by GPS observations
 AB8754.and adjusted by the National Geodetic Survey in June 2012.
 AB8754
 AB8754.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8754.been affixed to the stable North American tectonic plate. See 
 AB8754.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8754
 AB8754.The horizontal coordinates are valid at the epoch date displayed above
 AB8754.which is a decimal equivalence of Year/Month/Day.
 AB8754
 AB8754.The orthometric height was determined by GPS observations and a
 AB8754.high-resolution geoid model.
 AB8754
 AB8754.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8754.GEOID18 height accuracy estimate available here.
 AB8754
 AB8754.Click photographs - Photos may exist for this station.
 AB8754
 AB8754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8754
 AB8754.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8754
 AB8754.The ellipsoidal height was determined by GPS observations
 AB8754.and is referenced to NAD 83.
 AB8754
 AB8754. The following values were computed from the NAD 83(2011) position.
 AB8754
 AB8754;                    North         East     Units Scale Factor Converg.
 AB8754;SPC NJ       -   137,788.003   128,806.360   MT  0.99990553   -0 09 35.9
 AB8754;SPC NJ       -   452,059.47    422,592.20   sFT  0.99990553   -0 09 35.9
 AB8754;UTM  18      - 4,436,029.059   521,446.327   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2144636029(NAD 83)
 AB8754
 AB8754                          SUPERSEDED SURVEY CONTROL
 AB8754
 AB8754  NAD 83(2007)-  40 04 27.31531(N)    074 44 54.53216(W) AD(2002.00) 0
 AB8754  ELLIP H (02/10/07)   -3.390  (m)                       GP(2002.00)    
 AB8754  ELLIP H (10/23/02)   -3.355  (m)                       GP(       ) 4 1
 AB8754  NAD 83(1996)-  40 04 27.31528(N)    074 44 54.53220(W) AD(       ) 1
 AB8754  ELLIP H (05/14/99)   -3.363  (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)   -3.395  (m)                       GP(       ) 2 1
 AB8754
 AB8754.Superseded values are not recommended for survey control.
 AB8754
 AB8754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8754.See file dsdata.pdf to determine how the superseded data were derived.
 AB8754
 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 = JULY 24, 2026 22:12:30 EDT
 AB8742 ***********************************************************************
 AB8742  DESIGNATION -  11814
 AB8742  PID         -  AB8742
 AB8742  STATE/COUNTY-  NJ/BURLINGTON
 AB8742  COUNTRY     -  US
 AB8742  USGS QUAD   -  PEMBERTON (2019)
 AB8742
 AB8742                         *CURRENT SURVEY CONTROL
 AB8742  ______________________________________________________________________
 AB8742* NAD 83(2011) POSITION- 39 59 34.94973(N) 074 44 02.23747(W)   ADJUSTED
 AB8742* NAD 83(2011) ELLIP HT-   -18.882 (meters)        (06/27/12)   ADJUSTED
 AB8742* NAD 83(2011) EPOCH   -  2010.00
 AB8742* NAVD 88 ORTHO HEIGHT -    13.8   (meters)       45.    (feet) GPS OBS
 AB8742  ______________________________________________________________________
 AB8742  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8742  GEOID HEIGHT    -        -32.917 (meters)                     GEOID93
 AB8742  GEOID HEIGHT    -        -32.612 (meters)                     GEOID18
 AB8742  NAD 83(2011) X  -  1,288,383.627 (meters)                     COMP
 AB8742  NAD 83(2011) Y  - -4,720,526.811 (meters)                     COMP
 AB8742  NAD 83(2011) Z  -  4,077,381.542 (meters)                     COMP
 AB8742  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 AB8742
 AB8742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8742  Standards:
 AB8742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8742  -------------------------------------------------------------------
 AB8742  NETWORK    0.36   0.69           0.16   0.13   0.35     -0.07174614
 AB8742  -------------------------------------------------------------------
 AB8742  Click here for local accuracies and other accuracy information.
 AB8742
 AB8742.The horizontal coordinates were established by GPS observations
 AB8742.and adjusted by the National Geodetic Survey in June 2012.
 AB8742
 AB8742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8742.been affixed to the stable North American tectonic plate. See 
 AB8742.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8742
 AB8742.The horizontal coordinates are valid at the epoch date displayed above
 AB8742.which is a decimal equivalence of Year/Month/Day.
 AB8742
 AB8742.The orthometric height was determined by GPS observations and a
 AB8742.high-resolution geoid model.
 AB8742
 AB8742.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8742.GEOID18 height accuracy estimate available here.
 AB8742
 AB8742.Click photographs - Photos may exist for this station.
 AB8742
 AB8742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8742
 AB8742.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8742
 AB8742.The ellipsoidal height was determined by GPS observations
 AB8742.and is referenced to NAD 83.
 AB8742
 AB8742. The following values were computed from the NAD 83(2011) position.
 AB8742
 AB8742;                    North         East     Units Scale Factor Converg.
 AB8742;SPC NJ       -   128,768.076   130,021.653   MT  0.99990491   -0 09 01.3
 AB8742;SPC NJ       -   422,466.60    426,579.37   sFT  0.99990491   -0 09 01.3
 AB8742;UTM  18      - 4,427,018.793   522,711.853   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2271127018(NAD 83)
 AB8742
 AB8742                          SUPERSEDED SURVEY CONTROL
 AB8742
 AB8742  NAD 83(2007)-  39 59 34.95015(N)    074 44 02.23812(W) AD(2002.00) 0
 AB8742  ELLIP H (02/10/07)  -18.876  (m)                       GP(2002.00)    
 AB8742  ELLIP H (10/23/02)  -18.847  (m)                       GP(       ) 4 1
 AB8742  NAD 83(1996)-  39 59 34.94990(N)    074 44 02.23810(W) AD(       ) 1
 AB8742  ELLIP H (05/14/99)  -18.864  (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)  -18.888  (m)                       GP(       ) 2 1
 AB8742
 AB8742.Superseded values are not recommended for survey control.
 AB8742
 AB8742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8742.See file dsdata.pdf to determine how the superseded data were derived.
 AB8742
 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 = JULY 24, 2026 22:12:30 EDT
 DM7264 ***********************************************************************
 DM7264  DESIGNATION -  11834
 DM7264  PID         -  DM7264
 DM7264  STATE/COUNTY-  NJ/BURLINGTON
 DM7264  COUNTRY     -  US
 DM7264  USGS QUAD   -  PEMBERTON (2019)
 DM7264
 DM7264                         *CURRENT SURVEY CONTROL
 DM7264  ______________________________________________________________________
 DM7264* NAD 83(1986) POSITION- 39 53 32.85   (N) 074 44 28.54   (W)   HD_HELD1
 DM7264* NAVD 88 ORTHO HEIGHT -    16.974 (meters)       55.69  (feet) ADJUSTED
 DM7264  ______________________________________________________________________
 DM7264  GEOID HEIGHT    -        -32.738 (meters)                     GEOID18
 DM7264  DYNAMIC HEIGHT  -         16.967 (meters)       55.67  (feet) COMP
 DM7264  MODELED GRAVITY -    980,180.0   (mgal)                       NAVD 88
 DM7264
 DM7264  VERT ORDER      -  FIRST     CLASS II
 DM7264
 DM7264.The horizontal coordinates were determined by differentially corrected
 DM7264.hand held GPS observations or other comparable positioning techniques
 DM7264.and have an estimated accuracy of +/- 3 meters.
 DM7264
 DM7264.The orthometric height was determined by differential leveling and
 DM7264.adjusted by the NATIONAL GEODETIC SURVEY
 DM7264.in May 2011.
 DM7264
 DM7264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7264.GEOID18 height accuracy estimate available here.
 DM7264
 DM7264.Click photographs - Photos may exist for this station.
 DM7264
 DM7264.The dynamic height is computed by dividing the NAVD 88
 DM7264.geopotential number by the normal gravity value computed on the
 DM7264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7264.degrees latitude (g = 980.6199 gals.).
 DM7264
 DM7264.The modeled gravity was interpolated from observed gravity values.
 DM7264
 DM7264;                    North         East    Units  Estimated Accuracy
 DM7264;SPC NJ       -   117,602.7     129,367.6     MT  (+/- 3 meters HH1 GPS) 
 DM7264
 DM7264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2212015853(NAD 83)
 DM7264
 DM7264                          SUPERSEDED SURVEY CONTROL
 DM7264
 DM7264.No superseded survey control is available for this station.
 DM7264
 DM7264_MARKER: DD = SURVEY DISK
 DM7264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7264_STAMPING: 11834
 DM7264_MARK LOGO: NJDCED
 DM7264_PROJECTION: RECESSED 30 CENTIMETERS
 DM7264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7264+STABILITY: SURFACE MOTION
 DM7264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7264+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2023
 DM7264
 DM7264  HISTORY     - Date     Condition        Report By
 DM7264  HISTORY     - 1939     MONUMENTED       NJDCED
 DM7264  HISTORY     - 20080627 GOOD             NJGS
 DM7264  HISTORY     - 20230526 GOOD             NJGS
 DM7264
 DM7264                          STATION DESCRIPTION
 DM7264
 DM7264'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 DM7264'THE STATION IS LOCATED IN SOUTHAMPTON TOWNSHIP, IN INDIAN MILLS.
 DM7264'
 DM7264'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7264'ROUTE 70 (THE RED LION CIRCLE), GO ABOUT 0.3 MI (0.5 KM) NORTH ON US
 DM7264'HIGHWAY 206 TO THE STATION ON THE LEFT, IN THE GRASS AREA IN FRONT OF
 DM7264'THE RED LION MOTEL.
 DM7264'
 DM7264'THE STATION 7.3 M (24.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 206, 1.8
 DM7264'M (5.9 FT) NORTH OF A MAILBOX FOR THE HOTEL, 11.2 M (36.7 FT) SOUTH OF
 DM7264'THE NORTHEAST CORNER OF A WHITE PLASTIC FENCE, 3.1 M (10.2 FT) EAST OF
 DM7264'THE FACE OF THE SAME FENCE, 22.8 M (74.8 FT) NORTH-NORTHEAST OF THE
 DM7264'EAST POLE OF THE MOTEL SIGN.
 DM7264
 DM7264                          STATION RECOVERY (2023)
 DM7264
 DM7264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8736 ***********************************************************************
 AB8736  DESIGNATION -  11835
 AB8736  PID         -  AB8736
 AB8736  STATE/COUNTY-  NJ/BURLINGTON
 AB8736  COUNTRY     -  US
 AB8736  USGS QUAD   -  PEMBERTON (2019)
 AB8736
 AB8736                         *CURRENT SURVEY CONTROL
 AB8736  ______________________________________________________________________
 AB8736* NAD 83(2011) POSITION- 39 53 13.56463(N) 074 44 28.73320(W)   ADJUSTED
 AB8736* NAD 83(2011) ELLIP HT-   -12.200 (meters)        (06/27/12)   ADJUSTED
 AB8736* NAD 83(2011) EPOCH   -  2010.00
 AB8736* NAVD 88 ORTHO HEIGHT -    20.549 (meters)       67.42  (feet) ADJUSTED
 AB8736  ______________________________________________________________________
 AB8736  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 AB8736  NAD 83(2011) X  -  1,289,766.004 (meters)                     COMP
 AB8736  NAD 83(2011) Y  - -4,727,982.612 (meters)                     COMP
 AB8736  NAD 83(2011) Z  -  4,068,367.032 (meters)                     COMP
 AB8736  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 AB8736  DYNAMIC HEIGHT  -         20.540 (meters)       67.39  (feet) COMP
 AB8736  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 AB8736
 AB8736  VERT ORDER      -  FIRST     CLASS II
 AB8736
 AB8736  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8736  Standards:
 AB8736         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8736            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8736  -------------------------------------------------------------------
 AB8736  NETWORK    0.22   0.43           0.10   0.08   0.22     -0.05479322
 AB8736  -------------------------------------------------------------------
 AB8736  Click here for local accuracies and other accuracy information.
 AB8736
 AB8736.The horizontal coordinates were established by GPS observations
 AB8736.and adjusted by the National Geodetic Survey in June 2012.
 AB8736
 AB8736.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8736.been affixed to the stable North American tectonic plate. See 
 AB8736.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8736
 AB8736.The horizontal coordinates are valid at the epoch date displayed above
 AB8736.which is a decimal equivalence of Year/Month/Day.
 AB8736
 AB8736.The orthometric height was determined by differential leveling and
 AB8736.adjusted by the NATIONAL GEODETIC SURVEY
 AB8736.in May 2011.
 AB8736
 AB8736.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8736.GEOID18 height accuracy estimate available here.
 AB8736
 AB8736.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8736
 AB8736.The ellipsoidal height was determined by GPS observations
 AB8736.and is referenced to NAD 83.
 AB8736
 AB8736.The dynamic height is computed by dividing the NAVD 88
 AB8736.geopotential number by the normal gravity value computed on the
 AB8736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8736.degrees latitude (g = 980.6199 gals.).
 AB8736
 AB8736.The modeled gravity was interpolated from observed gravity values.
 AB8736
 AB8736. The following values were computed from the NAD 83(2011) position.
 AB8736
 AB8736;                    North         East     Units Scale Factor Converg.
 AB8736;SPC NJ       -   117,007.988   129,361.356   MT  0.99990524   -0 09 17.1
 AB8736;SPC NJ       -   383,883.71    424,413.05   sFT  0.99990524   -0 09 17.1
 AB8736;UTM  18      - 4,415,258.707   522,117.629   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2211715258(NAD 83)
 AB8736
 AB8736                          SUPERSEDED SURVEY CONTROL
 AB8736
 AB8736  NAD 83(2007)-  39 53 13.56501(N)    074 44 28.73383(W) AD(2002.00) 0
 AB8736  ELLIP H (02/10/07)  -12.193  (m)                       GP(2002.00)    
 AB8736  ELLIP H (10/23/02)  -12.171  (m)                       GP(       ) 4 1
 AB8736  NAD 83(1996)-  39 53 13.56487(N)    074 44 28.73388(W) AD(       ) 1
 AB8736  ELLIP H (05/14/99)  -12.175  (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)  -12.209  (m)                       GP(       ) 2 1
 AB8736  NAVD 88 (12/16/96)   20.6    (m)  GEOID93  model used  GPS OBS        
 AB8736
 AB8736.Superseded values are not recommended for survey control.
 AB8736
 AB8736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8736.See file dsdata.pdf to determine how the superseded data were derived.
 AB8736
 AB8736_MARKER: DD = SURVEY DISK
 AB8736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8736_STAMPING: 11835
 AB8736_MARK LOGO: NJDCED
 AB8736_PROJECTION: FLUSH
 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 27, 2008
 AB8736
 AB8736  HISTORY     - Date     Condition        Report By
 AB8736  HISTORY     - 1939     MONUMENTED       NJDCED
 AB8736  HISTORY     - 19951206 GOOD             TWT
 AB8736  HISTORY     - 20020608 GOOD             INDIV
 AB8736  HISTORY     - 20080627 GOOD             NJGS
 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.
 AB8736
 AB8736                          STATION RECOVERY (2008)
 AB8736
 AB8736'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 AB8736'THE STATION IS LOCATED ABOUT 6.6 MI (10.7 KM) SOUTH-SOUTHWEST OF
 AB8736'PEMBERTON, 6.4 MI (10.3 KM) NORTH OF INDIAN MILLS AND 3.8 MI (6.2 KM)
 AB8736'EAST-NORTHEAST OF MEDFORD LAKES.
 AB8736'
 AB8736'THE STATION IS LOCATED IN SOUTHAMPTON TOWNSHIP, IN THE CENTER OF THE
 AB8736'TRAFFIC CIRCLE (THE RED LION CIRCLE) FOR US HIGHWAY 206 AND NJ STATE
 AB8736'ROUTE 70.
 AB8736'
 AB8736'THE STATION IS 22.7 M (74.5 FT) WEST OF THE NORTH LEG OF A WOODEN SIGN
 AB8736'(JOHN D. ROCKEFELLER MEMORIAL HIGHWAY), 22.8 M (74.8 FT) WEST OF THE
 AB8736'SOUTH LEG OF THE SAME SIGN, 26.2 M (86.0 FT) FROM AN ALUMINUM LIGHT
 AB8736'POLE NUMBER 4 IN THE CENTER OF THE CIRCLE, 46.6 M (152.9 FT) NORTH OF
 AB8736'A METAL SIGN FOR ROUTE 70 AND A HOSPITAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8751 ***********************************************************************
 AB8751  DESIGNATION -  11842
 AB8751  PID         -  AB8751
 AB8751  STATE/COUNTY-  NJ/BURLINGTON
 AB8751  COUNTRY     -  US
 AB8751  USGS QUAD   -  BROWNS MILLS (2019)
 AB8751
 AB8751                         *CURRENT SURVEY CONTROL
 AB8751  ______________________________________________________________________
 AB8751* NAD 83(2011) POSITION- 39 53 56.08134(N) 074 35 46.85553(W)   ADJUSTED
 AB8751* NAD 83(2011) ELLIP HT-     2.477 (meters)        (06/27/12)   ADJUSTED
 AB8751* NAD 83(2011) EPOCH   -  2010.00
 AB8751* NAVD 88 ORTHO HEIGHT -    35.2   (meters)      115.    (feet) GPS OBS
 AB8751  ______________________________________________________________________
 AB8751  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8751  GEOID HEIGHT    -        -33.020 (meters)                     GEOID93
 AB8751  GEOID HEIGHT    -        -32.749 (meters)                     GEOID18
 AB8751  NAD 83(2011) X  -  1,301,503.896 (meters)                     COMP
 AB8751  NAD 83(2011) Y  - -4,723,904.247 (meters)                     COMP
 AB8751  NAD 83(2011) Z  -  4,069,382.543 (meters)                     COMP
 AB8751  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 AB8751
 AB8751  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8751  Standards:
 AB8751         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8751            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8751  -------------------------------------------------------------------
 AB8751  NETWORK    0.29   0.55           0.13   0.10   0.28     -0.03037520
 AB8751  -------------------------------------------------------------------
 AB8751  Click here for local accuracies and other accuracy information.
 AB8751
 AB8751.The horizontal coordinates were established by GPS observations
 AB8751.and adjusted by the National Geodetic Survey in June 2012.
 AB8751
 AB8751.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8751.been affixed to the stable North American tectonic plate. See 
 AB8751.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8751
 AB8751.The horizontal coordinates are valid at the epoch date displayed above
 AB8751.which is a decimal equivalence of Year/Month/Day.
 AB8751
 AB8751.The orthometric height was determined by GPS observations and a
 AB8751.high-resolution geoid model.
 AB8751
 AB8751.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8751.GEOID18 height accuracy estimate available here.
 AB8751
 AB8751.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8751
 AB8751.The ellipsoidal height was determined by GPS observations
 AB8751.and is referenced to NAD 83.
 AB8751
 AB8751. The following values were computed from the NAD 83(2011) position.
 AB8751
 AB8751;                    North         East     Units Scale Factor Converg.
 AB8751;SPC NJ       -   118,295.746   141,761.112   MT  0.99990084   -0 03 42.5
 AB8751;SPC NJ       -   388,108.63    465,094.58   sFT  0.99990084   -0 03 42.5
 AB8751;UTM  18      - 4,416,615.447   534,506.355   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3450616615(NAD 83)
 AB8751
 AB8751                          SUPERSEDED SURVEY CONTROL
 AB8751
 AB8751  NAD 83(2007)-  39 53 56.08173(N)    074 35 46.85619(W) AD(2002.00) 0
 AB8751  ELLIP H (02/10/07)    2.483  (m)                       GP(2002.00)    
 AB8751  ELLIP H (10/23/02)    2.506  (m)                       GP(       ) 4 1
 AB8751  NAD 83(1996)-  39 53 56.08151(N)    074 35 46.85623(W) AD(       ) 1
 AB8751  ELLIP H (05/14/99)    2.491  (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)    2.462  (m)                       GP(       ) 2 1
 AB8751
 AB8751.Superseded values are not recommended for survey control.
 AB8751
 AB8751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8751.See file dsdata.pdf to determine how the superseded data were derived.
 AB8751
 AB8751_MARKER: DD = SURVEY DISK
 AB8751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8751_STAMPING: 11842
 AB8751_MARK LOGO: NJDCED
 AB8751_PROJECTION: FLUSH
 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 - April 14, 2025
 AB8751
 AB8751  HISTORY     - Date     Condition        Report By
 AB8751  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8751  HISTORY     - 19951201 GOOD             TWT
 AB8751  HISTORY     - 20020601 GOOD             INDIV
 AB8751  HISTORY     - 20150102 GOOD             GEOCAC
 AB8751  HISTORY     - 20250414 GOOD             NJGS
 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.
 AB8751
 AB8751                          STATION RECOVERY (2015)
 AB8751
 AB8751'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 AB8751'RECOVERED IN GOOD CONDITION.
 AB8751
 AB8751                          STATION RECOVERY (2025)
 AB8751
 AB8751'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 AB8751'RECOVERED AS DESCRIBED WITH CHANGES.  THE MARK IS 211 FT (64.3 M) WEST
 AB8751'OF B TYPE INLET ON EAST SIDE IF CIRCLE, 170 FT (51.8 M)
 AB8751'SOUTH-SOUTHWEST OF THE JUNCTION BOX SET 10 FT (3.0 M) IN FROM CURB ON
 AB8751'NORTHEAST SIDE OF CIRCLE, 162 FT (49.4 M) SOUTHEAST OF THE JUNCTION
 AB8751'BOX SET 10 FT (3.0 M) IN FROM CURB ON NORTHWEST SIDE OF CIRCLE, 157 FT
 AB8751'(47.9 M) NORTH-NORTHEAST OF B TYPE INLET ON SOUTH SIDE OF CIRCLE, 119
 AB8751'FT (36.3 M) SOUTHEAST OF THREE FOOT DIAMETER OAK TREE, 31.5 FT (9.6 M)
 AB8751'NORTH-NORTHEAST OF GAS VALVE COVER WITH WARNING POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8737 ***********************************************************************
 AB8737  DESIGNATION -  11893
 AB8737  PID         -  AB8737
 AB8737  STATE/COUNTY-  NJ/BURLINGTON
 AB8737  COUNTRY     -  US
 AB8737  USGS QUAD   -  MOUNT HOLLY (2019)
 AB8737
 AB8737                         *CURRENT SURVEY CONTROL
 AB8737  ______________________________________________________________________
 AB8737* NAD 83(2011) POSITION- 39 54 17.84682(N) 074 49 28.20648(W)   ADJUSTED
 AB8737* NAD 83(2011) ELLIP HT-   -20.879 (meters)        (06/27/12)   ADJUSTED
 AB8737* NAD 83(2011) EPOCH   -  2010.00
 AB8737* NAVD 88 ORTHO HEIGHT -    11.9   (meters)       39.    (feet) GPS OBS
 AB8737  ______________________________________________________________________
 AB8737  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8737  GEOID HEIGHT    -        -33.031 (meters)                     GEOID93
 AB8737  GEOID HEIGHT    -        -32.723 (meters)                     GEOID18
 AB8737  NAD 83(2011) X  -  1,282,565.520 (meters)                     COMP
 AB8737  NAD 83(2011) Y  - -4,728,616.500 (meters)                     COMP
 AB8737  NAD 83(2011) Z  -  4,069,882.544 (meters)                     COMP
 AB8737  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 AB8737
 AB8737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8737  Standards:
 AB8737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8737  -------------------------------------------------------------------
 AB8737  NETWORK    0.56   1.02           0.24   0.21   0.52     -0.21105763
 AB8737  -------------------------------------------------------------------
 AB8737  Click here for local accuracies and other accuracy information.
 AB8737
 AB8737.The horizontal coordinates were established by GPS observations
 AB8737.and adjusted by the National Geodetic Survey in June 2012.
 AB8737
 AB8737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8737.been affixed to the stable North American tectonic plate. See 
 AB8737.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8737
 AB8737.The horizontal coordinates are valid at the epoch date displayed above
 AB8737.which is a decimal equivalence of Year/Month/Day.
 AB8737
 AB8737.The orthometric height was determined by GPS observations and a
 AB8737.high-resolution geoid model.
 AB8737
 AB8737.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8737.GEOID18 height accuracy estimate available here.
 AB8737
 AB8737.Click photographs - Photos may exist for this station.
 AB8737
 AB8737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8737
 AB8737.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8737
 AB8737.The ellipsoidal height was determined by GPS observations
 AB8737.and is referenced to NAD 83.
 AB8737
 AB8737. The following values were computed from the NAD 83(2011) position.
 AB8737
 AB8737;                    North         East     Units Scale Factor Converg.
 AB8737;SPC NJ       -   119,012.941   122,253.908   MT  0.99990947   -0 12 29.4
 AB8737;SPC NJ       -   390,461.62    401,094.70   sFT  0.99990947   -0 12 29.4
 AB8737;UTM  18      - 4,417,223.251   515,001.226   MT  0.99960277   +0 06 45.3
 AB8737
 AB8737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8737!SPC NJ       -   1.00000328  x   0.99990947  =   0.99991275
 AB8737!UTM  18      -   1.00000328  x   0.99960277  =   0.99960604
 AB8737
 AB8737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1500117223(NAD 83)
 AB8737
 AB8737                          SUPERSEDED SURVEY CONTROL
 AB8737
 AB8737  NAD 83(2007)-  39 54 17.84719(N)    074 49 28.20706(W) AD(2002.00) 0
 AB8737  ELLIP H (02/10/07)  -20.872  (m)                       GP(2002.00)    
 AB8737  ELLIP H (10/23/02)  -20.855  (m)                       GP(       ) 4 1
 AB8737  NAD 83(1996)-  39 54 17.84709(N)    074 49 28.20718(W) AD(       ) 1
 AB8737  ELLIP H (05/14/99)  -20.849  (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)  -20.884  (m)                       GP(       ) 2 1
 AB8737
 AB8737.Superseded values are not recommended for survey control.
 AB8737
 AB8737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8737.See file dsdata.pdf to determine how the superseded data were derived.
 AB8737
 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 = JULY 24, 2026 22:12:30 EDT
 JU0955 ***********************************************************************
 JU0955  DESIGNATION -  119
 JU0955  PID         -  JU0955
 JU0955  STATE/COUNTY-  NJ/CUMBERLAND
 JU0955  COUNTRY     -  US
 JU0955  USGS QUAD   -  NEWFIELD (2019)
 JU0955
 JU0955                         *CURRENT SURVEY CONTROL
 JU0955  ______________________________________________________________________
 JU0955* NAD 83(1986) POSITION- 39 29 59.     (N) 075 00 16.     (W)   SCALED
 JU0955* NAVD 88 ORTHO HEIGHT -    30.974 (meters)      101.62  (feet) ADJUSTED
 JU0955  ______________________________________________________________________
 JU0955  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 JU0955  DYNAMIC HEIGHT  -         30.958 (meters)      101.57  (feet) COMP
 JU0955  MODELED GRAVITY -    980,114.0   (mgal)                       NAVD 88
 JU0955
 JU0955  VERT ORDER      -  SECOND    CLASS 0
 JU0955
 JU0955.The horizontal coordinates were scaled from a map and have
 JU0955.an estimated accuracy of +/- 6 seconds.
 JU0955
 JU0955.The orthometric height was determined by differential leveling and
 JU0955.adjusted by the NATIONAL GEODETIC SURVEY
 JU0955.in June 1991.
 JU0955
 JU0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0955.GEOID18 height accuracy estimate available here.
 JU0955
 JU0955.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ996722(NAD 83)
 JU0955
 JU0955                          SUPERSEDED SURVEY CONTROL
 JU0955
 JU0955  NGVD 29 (11/26/84)   31.343  (m)          102.83   (f) ADJUSTED    2 0
 JU0955
 JU0955.Superseded values are not recommended for survey control.
 JU0955
 JU0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0955.See file dsdata.pdf to determine how the superseded data were derived.
 JU0955
 JU0955_MARKER: B = BOLT
 JU0955_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0955+WITH SETTING: PAVEMENT
 JU0955_SP_SET: BASE
 JU0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0955+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV2040 ***********************************************************************
 KV2040  DESIGNATION -  12
 KV2040  PID         -  KV2040
 KV2040  STATE/COUNTY-  NJ/HUNTERDON
 KV2040  COUNTRY     -  US
 KV2040  USGS QUAD   -  LUMBERVILLE (2019)
 KV2040
 KV2040                         *CURRENT SURVEY CONTROL
 KV2040  ______________________________________________________________________
 KV2040* NAD 83(1986) POSITION- 40 24 28.     (N) 075 00 49.     (W)   SCALED
 KV2040* NAVD 88 ORTHO HEIGHT -    25.405 (meters)       83.35  (feet) ADJUSTED
 KV2040  ______________________________________________________________________
 KV2040  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 KV2040  DYNAMIC HEIGHT  -         25.393 (meters)       83.31  (feet) COMP
 KV2040  MODELED GRAVITY -    980,137.3   (mgal)                       NAVD 88
 KV2040
 KV2040  VERT ORDER      -  FIRST     CLASS I
 KV2040
 KV2040.The horizontal coordinates were scaled from a map and have
 KV2040.an estimated accuracy of +/- 6 seconds.
 KV2040
 KV2040.The orthometric height was determined by differential leveling and
 KV2040.adjusted by the NATIONAL GEODETIC SURVEY
 KV2040.in June 1991.
 KV2040
 KV2040.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2040.GEOID18 height accuracy estimate available here.
 KV2040
 KV2040.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK988730(NAD 83)
 KV2040
 KV2040                          SUPERSEDED SURVEY CONTROL
 KV2040
 KV2040  NGVD 29 (01/10/92)   25.679  (m)           84.25   (f) ADJUSTED    1 1
 KV2040  NGVD 29 (??/??/87)   25.664  (m)           84.20   (f) SUPERSEDED  1 1
 KV2040
 KV2040.Superseded values are not recommended for survey control.
 KV2040
 KV2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2040.See file dsdata.pdf to determine how the superseded data were derived.
 KV2040
 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 = JULY 24, 2026 22:12:30 EDT
 KV7136 ***********************************************************************
 KV7136  DESIGNATION -  12 A 1
 KV7136  PID         -  KV7136
 KV7136  STATE/COUNTY-  NJ/MIDDLESEX
 KV7136  COUNTRY     -  US
 KV7136  USGS QUAD   -  SOUTH AMBOY (2019)
 KV7136
 KV7136                         *CURRENT SURVEY CONTROL
 KV7136  ______________________________________________________________________
 KV7136* NAD 83(2011) POSITION- 40 28 40.99681(N) 074 16 56.03636(W)   ADJUSTED
 KV7136* NAD 83(2011) ELLIP HT-    -7.131 (meters)        (06/27/12)   ADJUSTED
 KV7136* NAD 83(2011) EPOCH   -  2010.00
 KV7136* NAVD 88 ORTHO HEIGHT -    25.370 (meters)       83.23  (feet) ADJUSTED
 KV7136  ______________________________________________________________________
 KV7136  GEOID HEIGHT    -        -32.499 (meters)                     GEOID18
 KV7136  NAD 83(2011) X  -  1,316,138.783 (meters)                     COMP
 KV7136  NAD 83(2011) Y  - -4,676,745.167 (meters)                     COMP
 KV7136  NAD 83(2011) Z  -  4,118,501.925 (meters)                     COMP
 KV7136  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 KV7136  DYNAMIC HEIGHT  -         25.359 (meters)       83.20  (feet) COMP
 KV7136  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 KV7136
 KV7136  VERT ORDER      -  FIRST     CLASS II
 KV7136
 KV7136  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7136  Standards:
 KV7136         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7136            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7136  -------------------------------------------------------------------
 KV7136  NETWORK    0.76   1.43           0.35   0.26   0.73     -0.00098969
 KV7136  -------------------------------------------------------------------
 KV7136  Click here for local accuracies and other accuracy information.
 KV7136
 KV7136.The horizontal coordinates were established by GPS observations
 KV7136.and adjusted by the National Geodetic Survey in June 2012.
 KV7136
 KV7136.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7136.been affixed to the stable North American tectonic plate. See 
 KV7136.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7136
 KV7136.The horizontal coordinates are valid at the epoch date displayed above
 KV7136.which is a decimal equivalence of Year/Month/Day.
 KV7136
 KV7136.The orthometric height was determined by differential leveling and
 KV7136.adjusted by the NATIONAL GEODETIC SURVEY
 KV7136.in March 2001.
 KV7136
 KV7136.No vertical observational check was made to the station.
 KV7136
 KV7136.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7136.GEOID18 height accuracy estimate available here.
 KV7136
 KV7136.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 KV7136
 KV7136.The ellipsoidal height was determined by GPS observations
 KV7136.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV7136
 KV7136;                    North         East     Units Scale Factor Converg.
 KV7136;SPC NJ       -   182,614.700   168,463.853   MT  0.99990420   +0 08 28.9
 KV7136;SPC NJ       -   599,128.39    552,701.82   sFT  0.99990420   +0 08 28.9
 KV7136;SPC NY L     -    34,616.661   276,067.665   MT  1.00001586   -0 11 04.6
 KV7136;SPC NY L     -   113,571.50    905,732.00   sFT  1.00001586   -0 11 04.6
 KV7136;UTM  18      - 4,481,066.195   560,839.291   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6083981066(NAD 83)
 KV7136
 KV7136                          SUPERSEDED SURVEY CONTROL
 KV7136
 KV7136  NAD 83(2007)-  40 28 40.99697(N)    074 16 56.03710(W) AD(2002.00) 0
 KV7136  ELLIP H (02/10/07)   -7.125  (m)                       GP(2002.00)    
 KV7136  ELLIP H (10/23/02)   -7.124  (m)                       GP(       ) 4 1
 KV7136  NAD 83(1996)-  40 28 40.99716(N)    074 16 56.03733(W) AD(       ) 1
 KV7136  ELLIP H (05/14/99)   -7.121  (m)                       GP(       ) 4 1
 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)   -7.187  (m)                       GP(       ) 3 1
 KV7136  NAVD 88 (09/14/94)   25.4    (m)  GEOID93  model used  GPS OBS        
 KV7136
 KV7136.Superseded values are not recommended for survey control.
 KV7136
 KV7136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7136.See file dsdata.pdf to determine how the superseded data were derived.
 KV7136
 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 - July 12, 2019
 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  HISTORY     - 20160510 GOOD             AAAS
 KV7136  HISTORY     - 20161117 GOOD             PBCONS
 KV7136  HISTORY     - 20190712 GOOD             NJGS
 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.
 KV7136
 KV7136                          STATION RECOVERY (2016)
 KV7136
 KV7136'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV7136'RECOVERED IN GOOD CONDITION.
 KV7136
 KV7136                          STATION RECOVERY (2016)
 KV7136
 KV7136'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2016 (MJB)
 KV7136'RECOVERED IN GOOD CONDITION.
 KV7136
 KV7136                          STATION RECOVERY (2019)
 KV7136
 KV7136'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV7136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6720 ***********************************************************************
 KV6720  DESIGNATION -  12 A 2
 KV6720  PID         -  KV6720
 KV6720  STATE/COUNTY-  NJ/MIDDLESEX
 KV6720  COUNTRY     -  US
 KV6720  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6720
 KV6720                         *CURRENT SURVEY CONTROL
 KV6720  ______________________________________________________________________
 KV6720* NAD 83(2011) POSITION- 40 25 52.83154(N) 074 26 03.25797(W)   ADJUSTED
 KV6720* NAD 83(2011) ELLIP HT-     4.926 (meters)        (06/27/12)   ADJUSTED
 KV6720* NAD 83(2011) EPOCH   -  2010.00
 KV6720* NAVD 88 ORTHO HEIGHT -    37.7   (meters)      124.    (feet) GPS OBS
 KV6720  ______________________________________________________________________
 KV6720  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6720  GEOID HEIGHT    -        -32.930 (meters)                     GEOID90
 KV6720  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KV6720  NAD 83(2011) X  -  1,304,632.350 (meters)                     COMP
 KV6720  NAD 83(2011) Y  - -4,683,471.470 (meters)                     COMP
 KV6720  NAD 83(2011) Z  -  4,114,562.768 (meters)                     COMP
 KV6720  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 KV6720
 KV6720  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6720  Standards:
 KV6720         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6720            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6720  -------------------------------------------------------------------
 KV6720  NETWORK    1.18   0.90           0.55   0.38   0.46     -0.01684503
 KV6720  -------------------------------------------------------------------
 KV6720  Click here for local accuracies and other accuracy information.
 KV6720
 KV6720.The horizontal coordinates were established by GPS observations
 KV6720.and adjusted by the National Geodetic Survey in June 2012.
 KV6720
 KV6720.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6720.been affixed to the stable North American tectonic plate. See 
 KV6720.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6720
 KV6720.The horizontal coordinates are valid at the epoch date displayed above
 KV6720.which is a decimal equivalence of Year/Month/Day.
 KV6720
 KV6720.The orthometric height was determined by GPS observations and a
 KV6720.high-resolution geoid model.
 KV6720
 KV6720.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6720.GEOID18 height accuracy estimate available here.
 KV6720
 KV6720.Click photographs - Photos may exist for this station.
 KV6720
 KV6720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6720
 KV6720.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6720
 KV6720.The ellipsoidal height was determined by GPS observations
 KV6720.and is referenced to NAD 83.
 KV6720
 KV6720. The following values were computed from the NAD 83(2011) position.
 KV6720
 KV6720;                    North         East     Units Scale Factor Converg.
 KV6720;SPC NJ       -   177,407.395   155,579.591   MT  0.99990038   +0 02 33.5
 KV6720;SPC NJ       -   582,044.10    510,430.71   sFT  0.99990038   +0 02 33.5
 KV6720;UTM  18      - 4,475,787.419   547,988.132   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4798875787(NAD 83)
 KV6720
 KV6720                          SUPERSEDED SURVEY CONTROL
 KV6720
 KV6720  NAD 83(2007)-  40 25 52.83151(N)    074 26 03.25868(W) AD(2002.00) 0
 KV6720  ELLIP H (02/10/07)    4.933  (m)                       GP(2002.00)    
 KV6720  ELLIP H (10/23/02)    4.934  (m)                       GP(       ) 4 1
 KV6720  NAD 83(1996)-  40 25 52.83178(N)    074 26 03.25889(W) AD(       ) 1
 KV6720  ELLIP H (05/14/99)    4.937  (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
 KV6720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6720.See file dsdata.pdf to determine how the superseded data were derived.
 KV6720
 KV6720_STAMPING: 12 A 2 1991
 KV6720_MARK LOGO: NJGS
 KV6720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6720+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 KV6720
 KV6720  HISTORY     - Date     Condition        Report By
 KV6720  HISTORY     - 1991     MONUMENTED       NJGS
 KV6720  HISTORY     - 19920214 GOOD
 KV6720  HISTORY     - 20070115 GOOD             AASCO
 KV6720  HISTORY     - 20070125 GOOD             AASCO
 KV6720  HISTORY     - 20200602 MARK NOT FOUND   NJGS
 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.
 KV6720
 KV6720                          STATION RECOVERY (2007)
 KV6720
 KV6720'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 KV6720'RECOVERED AS DESCRIBED
 KV6720
 KV6720                          STATION RECOVERY (2007)
 KV6720
 KV6720'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 KV6720'RECOVERED IN GOOD CONDITION.
 KV6720
 KV6720                          STATION RECOVERY (2020)
 KV6720
 KV6720'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6720'GPS PLACES MONUMENT IN GROUP OF TREES, NOT RECOVERED AND NOT SUITABLE
 KV6720'FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6796 ***********************************************************************
 KV6796  DESIGNATION -  12 A 3
 KV6796  PID         -  KV6796
 KV6796  STATE/COUNTY-  NJ/MIDDLESEX
 KV6796  COUNTRY     -  US
 KV6796  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6796
 KV6796                         *CURRENT SURVEY CONTROL
 KV6796  ______________________________________________________________________
 KV6796* NAD 83(2011) POSITION- 40 17 39.23263(N) 074 32 38.44374(W)   ADJUSTED
 KV6796* NAD 83(2011) ELLIP HT-    -8.447 (meters)        (06/27/12)   ADJUSTED
 KV6796* NAD 83(2011) EPOCH   -  2010.00
 KV6796* NAVD 88 ORTHO HEIGHT -    24.4   (meters)       80.    (feet) GPS OBS
 KV6796  ______________________________________________________________________
 KV6796  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6796  GEOID HEIGHT    -        -33.090 (meters)                     GEOID93
 KV6796  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 KV6796  NAD 83(2011) X  -  1,298,281.809 (meters)                     COMP
 KV6796  NAD 83(2011) Y  - -4,695,456.122 (meters)                     COMP
 KV6796  NAD 83(2011) Z  -  4,102,953.282 (meters)                     COMP
 KV6796  LAPLACE CORR    -          5.39  (seconds)                    DEFLEC18
 KV6796
 KV6796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6796  Standards:
 KV6796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6796  -------------------------------------------------------------------
 KV6796  NETWORK    0.47   0.57           0.17   0.21   0.29      0.15116071
 KV6796  -------------------------------------------------------------------
 KV6796  Click here for local accuracies and other accuracy information.
 KV6796
 KV6796.The horizontal coordinates were established by GPS observations
 KV6796.and adjusted by the National Geodetic Survey in June 2012.
 KV6796
 KV6796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6796.been affixed to the stable North American tectonic plate. See 
 KV6796.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6796
 KV6796.The horizontal coordinates are valid at the epoch date displayed above
 KV6796.which is a decimal equivalence of Year/Month/Day.
 KV6796
 KV6796.The orthometric height was determined by GPS observations and a
 KV6796.high-resolution geoid model.
 KV6796
 KV6796.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6796.GEOID18 height accuracy estimate available here.
 KV6796
 KV6796.Click photographs - Photos may exist for this station.
 KV6796
 KV6796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6796
 KV6796.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6796
 KV6796.The ellipsoidal height was determined by GPS observations
 KV6796.and is referenced to NAD 83.
 KV6796
 KV6796. The following values were computed from the NAD 83(2011) position.
 KV6796
 KV6796;                    North         East     Units Scale Factor Converg.
 KV6796;SPC NJ       -   162,182.766   146,258.188   MT  0.99990017   -0 01 42.5
 KV6796;SPC NJ       -   532,094.62    479,848.74   sFT  0.99990017   -0 01 42.5
 KV6796;UTM  18      - 4,460,514.581   538,755.479   MT  0.99961849   +0 17 41.6
 KV6796
 KV6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6796!SPC NJ       -   1.00000133  x   0.99990017  =   0.99990149
 KV6796!UTM  18      -   1.00000133  x   0.99961849  =   0.99961981
 KV6796
 KV6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3875560514(NAD 83)
 KV6796
 KV6796                          SUPERSEDED SURVEY CONTROL
 KV6796
 KV6796  NAD 83(2007)-  40 17 39.23300(N)    074 32 38.44439(W) AD(2002.00) 0
 KV6796  ELLIP H (02/10/07)   -8.435  (m)                       GP(2002.00)    
 KV6796  ELLIP H (10/23/02)   -8.420  (m)                       GP(       ) 4 1
 KV6796  NAD 83(1996)-  40 17 39.23331(N)    074 32 38.44447(W) AD(       ) 1
 KV6796  ELLIP H (05/14/99)   -8.421  (m)                       GP(       ) 4 1
 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)  GEOID90  model used  GPS OBS        
 KV6796
 KV6796.Superseded values are not recommended for survey control.
 KV6796
 KV6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6796.See file dsdata.pdf to determine how the superseded data were derived.
 KV6796
 KV6796_MARKER: DD = SURVEY DISK
 KV6796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DF7139 ***********************************************************************
 DF7139  DESIGNATION -  12 A 4
 DF7139  PID         -  DF7139
 DF7139  STATE/COUNTY-  NJ/MIDDLESEX
 DF7139  COUNTRY     -  US
 DF7139  USGS QUAD   -  NEW BRUNSWICK (2019)
 DF7139
 DF7139                         *CURRENT SURVEY CONTROL
 DF7139  ______________________________________________________________________
 DF7139* NAD 83(1986) POSITION- 40 23 57.34   (N) 074 22 54.74   (W)   HD_HELD1
 DF7139* NAVD 88 ORTHO HEIGHT -     9.242 (meters)       30.32  (feet) ADJUSTED
 DF7139  ______________________________________________________________________
 DF7139  GEOID HEIGHT    -        -32.625 (meters)                     GEOID18
 DF7139  DYNAMIC HEIGHT  -          9.238 (meters)       30.31  (feet) COMP
 DF7139  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 DF7139
 DF7139  VERT ORDER      -  FIRST     CLASS II
 DF7139
 DF7139.The horizontal coordinates were determined by differentially corrected
 DF7139.hand held GPS observations or other comparable positioning techniques
 DF7139.and have an estimated accuracy of +/- 3 meters.
 DF7139
 DF7139.The orthometric height was determined by differential leveling and
 DF7139.adjusted by the NATIONAL GEODETIC SURVEY
 DF7139.in March 2005.
 DF7139
 DF7139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7139.GEOID18 height accuracy estimate available here.
 DF7139
 DF7139.Click photographs - Photos may exist for this station.
 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       -   173,850.0     160,027.4     MT  (+/- 3 meters HH1 GPS) 
 DF7139
 DF7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5245472256(NAD 83)
 DF7139
 DF7139                          SUPERSEDED SURVEY CONTROL
 DF7139
 DF7139.No superseded survey control is available for this station.
 DF7139
 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 13, 2015
 DF7139
 DF7139  HISTORY     - Date     Condition        Report By
 DF7139  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7139  HISTORY     - 20150713 GOOD             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'
 DF7139
 DF7139                          STATION RECOVERY (2015)
 DF7139
 DF7139'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DF7139'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF SOUTH
 DF7139'AMBOY, 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF NEW BRUNSWICK AND 4.5 MI
 DF7139'(7.2 KM) NORTHEAST OF JAMESBURG, IN THE BOROUGH OF SPOTSWOOD.
 DF7139'
 DF7139'TO REACH FROM THE CENTER OF THE NEW JERSEY STATE HIGHWAY 18 BRIDGE
 DF7139'OVER MAIN STREET (COUNTY ROUTE 615), GO 1.25 MI (2.0 KM)
 DF7139'SOUTH-SOUTHWEST ON ROUTE 615 TO THE STATION ON THE LEFT.
 DF7139'
 DF7139'THE STATION IS ON THE NORTHEAST CORNER OF THE T-JUNCTION OF ROUTE 615
 DF7139'AND KOPAK WAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7416 ***********************************************************************
 DM7416  DESIGNATION -  12 A 6
 DM7416  PID         -  DM7416
 DM7416  STATE/COUNTY-  NJ/MIDDLESEX
 DM7416  COUNTRY     -  US
 DM7416  USGS QUAD   -  PLAINFIELD (2019)
 DM7416
 DM7416                         *CURRENT SURVEY CONTROL
 DM7416  ______________________________________________________________________
 DM7416* NAD 83(1986) POSITION- 40 30 15.     (N) 074 26 56.     (W)   SCALED
 DM7416* NAVD 88 ORTHO HEIGHT -    19.753 (meters)       64.81  (feet) ADJUSTED
 DM7416  ______________________________________________________________________
 DM7416  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 DM7416  DYNAMIC HEIGHT  -         19.745 (meters)       64.78  (feet) COMP
 DM7416  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 DM7416
 DM7416  VERT ORDER      -  FIRST     CLASS II
 DM7416
 DM7416.The horizontal coordinates were scaled from a map and have
 DM7416.an estimated accuracy of +/- 6 seconds.
 DM7416
 DM7416.The orthometric height was determined by differential leveling and
 DM7416.adjusted by the NATIONAL GEODETIC SURVEY
 DM7416.in April 2013.
 DM7416
 DM7416.No vertical observational check was made to the station.
 DM7416
 DM7416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7416.GEOID18 height accuracy estimate available here.
 DM7416
 DM7416.Click photographs - Photos may exist for this station.
 DM7416
 DM7416.The dynamic height is computed by dividing the NAVD 88
 DM7416.geopotential number by the normal gravity value computed on the
 DM7416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7416.degrees latitude (g = 980.6199 gals.).
 DM7416
 DM7416.The modeled gravity was interpolated from observed gravity values.
 DM7416
 DM7416;                    North         East    Units  Estimated Accuracy
 DM7416;SPC NJ       -   185,490.      154,330.      MT  (+/- 180 meters Scaled)
 DM7416
 DM7416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK466838(NAD 83)
 DM7416
 DM7416                          SUPERSEDED SURVEY CONTROL
 DM7416
 DM7416.No superseded survey control is available for this station.
 DM7416
 DM7416_MARKER: DD = SURVEY DISK
 DM7416_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7416_SP_SET: RETAINING WALL
 DM7416_STAMPING: 12 A 6 2010
 DM7416_MARK LOGO: NJGS
 DM7416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7416+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7416
 DM7416  HISTORY     - Date     Condition        Report By
 DM7416  HISTORY     - 20100713 MONUMENTED       NJGS
 DM7416
 DM7416                          STATION DESCRIPTION
 DM7416
 DM7416'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7416'THE STATION IS LOCATED IN NEW BRUNSWICK.
 DM7416'
 DM7416'LOCATED ON THE CAMPUS OF RUTGERS UNIVERSITY, COLLEGE AVENUE CAMPUS,
 DM7416'SET IN A DRILL HOLE IN THE WEST CORNER OF THE CONCRETE RETAINING WALL
 DM7416'FOR THE STAIRCASE LEADING DOWN TO THE LOWER FLOOR OF THE RUTGERS
 DM7416'UNIVERSITY STUDENT LIFE, STUDENT ACTIVITIES CENTER (NUMBER 613 GEORGE
 DM7416'STREET, BUILDING 3123).  THE STATION IS ON THE SOUTHEAST SIDE OF THE
 DM7416'BUILDING.
 DM7416'
 DM7416'THE STATION IS 82 FT (25.0 M) NORTHEAST OF THE CENTERLINE OF GEORGE
 DM7416'STREET, 40.3 FT (12.3 M) EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 DM7416'2.5 FT (0.8 M) NORTHWEST OF THE CENTERLINE OF THE STAIRCASE, 8.5 FT
 DM7416'(2.6 M) SOUTHEAST OF THE SOUTH END OF THE BRICK WALL, 106 FT (32.3 M)
 DM7416'NORTH-NORTHWEST OF POLE NUMBER 60021 NBK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0833 ***********************************************************************
 DQ0833  DESIGNATION -  12 A 7
 DQ0833  PID         -  DQ0833
 DQ0833  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0833  COUNTRY     -  US
 DQ0833  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0833
 DQ0833                         *CURRENT SURVEY CONTROL
 DQ0833  ______________________________________________________________________
 DQ0833* NAD 83(1986) POSITION- 40 24 11.05   (N) 074 19 04.34   (W)   HD_HELD1
 DQ0833* NAVD 88 ORTHO HEIGHT -    10.807 (meters)       35.46  (feet) ADJUSTED
 DQ0833  ______________________________________________________________________
 DQ0833  GEOID HEIGHT    -        -32.489 (meters)                     GEOID18
 DQ0833  DYNAMIC HEIGHT  -         10.802 (meters)       35.44  (feet) COMP
 DQ0833  MODELED GRAVITY -    980,211.5   (mgal)                       NAVD 88
 DQ0833
 DQ0833  VERT ORDER      -  FIRST     CLASS II
 DQ0833
 DQ0833.The horizontal coordinates were determined by differentially corrected
 DQ0833.hand held GPS observations or other comparable positioning techniques
 DQ0833.and have an estimated accuracy of +/- 3 meters.
 DQ0833
 DQ0833.The orthometric height was determined by differential leveling and
 DQ0833.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0833.in February 2016.
 DQ0833
 DQ0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0833.GEOID18 height accuracy estimate available here.
 DQ0833
 DQ0833.Click photographs - Photos may exist for this station.
 DQ0833
 DQ0833.The dynamic height is computed by dividing the NAVD 88
 DQ0833.geopotential number by the normal gravity value computed on the
 DQ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0833.degrees latitude (g = 980.6199 gals.).
 DQ0833
 DQ0833.The modeled gravity was interpolated from observed gravity values.
 DQ0833
 DQ0833;                    North         East    Units  Estimated Accuracy
 DQ0833;SPC NJ       -   174,282.1     165,459.2     MT  (+/- 3 meters HH1 GPS) 
 DQ0833
 DQ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5788272718(NAD 83)
 DQ0833
 DQ0833                          SUPERSEDED SURVEY CONTROL
 DQ0833
 DQ0833.No superseded survey control is available for this station.
 DQ0833
 DQ0833_MARKER: DD = SURVEY DISK
 DQ0833_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ0833_SP_SET: CULVERT WING WALL
 DQ0833_STAMPING: 12 A 7 2015
 DQ0833_MARK LOGO: NJGS
 DQ0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0833+STABILITY: SURFACE MOTION
 DQ0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0833+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0833
 DQ0833  HISTORY     - Date     Condition        Report By
 DQ0833  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0833
 DQ0833                          STATION DESCRIPTION
 DQ0833
 DQ0833'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0833'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF
 DQ0833'KEYPORT, 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY JUNCTION AND
 DQ0833'5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY, IN OLD BRIDGE
 DQ0833'TOWNSHIP.
 DQ0833'
 DQ0833'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0833'HIGHWAY 79) AND NEW BRUNSWICK AVENUE/OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0833'ROUTE 516), GO 4.4 MI (7.1 KM) EAST ON COUNTY ROUTE 516 TO THE STATION
 DQ0833'ON THE RIGHT, SET IN A DRILL HOLE IN THE NORTHEAST END OF THE CULVERT
 DQ0833'WING WALL FOR A PIPE CROSSING UNDER OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0833'ROUTE 516) AT THE NORTHWEST CORNER OF THE JUNCTION OF OLD
 DQ0833'BRIDGE-MATAWAN ROAD (COUNTY ROUTE 516) AND WHITE OAK LANE.
 DQ0833'
 DQ0833'IT IS ALSO 0.6 MI (1.0 KM) EAST ON OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0833'ROUTE 516) FROM THE U.S. ROUTE 9 BRIDGE.
 DQ0833'
 DQ0833'IT IS 63 FT (19.2 M) WEST OF THE CENTERLINE OF WHITE OAK LANE, 40 FT
 DQ0833'(12.2 M) NORTH OF THE CENTERLINE OF OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0833'ROUTE 516), 8 FT (2.4 M) EAST OF THE CENTER OF THE CULVERT, 1 FT (0.3
 DQ0833'M) SOUTHWEST OF THE NORTHEAST END OF THE WING WALL.  THE STATION IS
 DQ0833'ABOUT 6 FT (1.8 M) LOWER THAN THE ROADWAY.  THE STATION IS LOCATED
 DQ0833'ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF KEYPORT, 6.4 MI (10.3 KM)
 DQ0833'SOUTH-SOUTHWEST OF SOUTH AMBOY JUNCTION AND 5.3 MI (8.5 KM)
 DQ0833'SOUTH-SOUTHWEST OF SOUTH AMBOY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6701 ***********************************************************************
 KV6701  DESIGNATION -  12 B 1
 KV6701  PID         -  KV6701
 KV6701  STATE/COUNTY-  NJ/MIDDLESEX
 KV6701  COUNTRY     -  US
 KV6701  USGS QUAD   -  MONMOUTH JUNCTION (2016)
 KV6701
 KV6701                         *CURRENT SURVEY CONTROL
 KV6701  ______________________________________________________________________
 KV6701* NAD 83(2011) POSITION- 40 23 10.86931(N) 074 35 41.95273(W)   ADJUSTED
 KV6701* NAD 83(2011) ELLIP HT-     9.842 (meters)        (06/27/12)   ADJUSTED
 KV6701* NAD 83(2011) EPOCH   -  2010.00
 KV6701* NAVD 88 ORTHO HEIGHT -    43.0   (meters)      141.    (feet) GPS OBS
 KV6701  ______________________________________________________________________
 KV6701  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6701  GEOID HEIGHT    -        -33.290 (meters)                     GEOID90
 KV6701  GEOID HEIGHT    -        -33.193 (meters)                     GEOID18
 KV6701  NAD 83(2011) X  -  1,292,348.579 (meters)                     COMP
 KV6701  NAD 83(2011) Y  - -4,690,238.992 (meters)                     COMP
 KV6701  NAD 83(2011) Z  -  4,110,761.997 (meters)                     COMP
 KV6701  LAPLACE CORR    -          5.99  (seconds)                    DEFLEC18
 KV6701
 KV6701  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6701  Standards:
 KV6701         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6701            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6701  -------------------------------------------------------------------
 KV6701  NETWORK    0.58   0.82           0.23   0.24   0.42     -0.07136976
 KV6701  -------------------------------------------------------------------
 KV6701  Click here for local accuracies and other accuracy information.
 KV6701
 KV6701.The horizontal coordinates were established by GPS observations
 KV6701.and adjusted by the National Geodetic Survey in June 2012.
 KV6701
 KV6701.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6701.been affixed to the stable North American tectonic plate. See 
 KV6701.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6701
 KV6701.The horizontal coordinates are valid at the epoch date displayed above
 KV6701.which is a decimal equivalence of Year/Month/Day.
 KV6701
 KV6701.The orthometric height was determined by GPS observations and a
 KV6701.high-resolution geoid model.
 KV6701
 KV6701.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6701.GEOID18 height accuracy estimate available here.
 KV6701
 KV6701.Click photographs - Photos may exist for this station.
 KV6701
 KV6701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6701
 KV6701.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6701
 KV6701.The ellipsoidal height was determined by GPS observations
 KV6701.and is referenced to NAD 83.
 KV6701
 KV6701. The following values were computed from the NAD 83(2011) position.
 KV6701
 KV6701;                    North         East     Units Scale Factor Converg.
 KV6701;SPC NJ       -   172,414.402   141,935.410   MT  0.99990080   -0 03 41.6
 KV6701;SPC NJ       -   565,662.92    465,666.42   sFT  0.99990080   -0 03 41.6
 KV6701;UTM  18      - 4,470,718.736   534,376.216   MT  0.99961455   +0 15 44.7
 KV6701
 KV6701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6701!SPC NJ       -   0.99999846  x   0.99990080  =   0.99989926
 KV6701!UTM  18      -   0.99999846  x   0.99961455  =   0.99961301
 KV6701
 KV6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3437670718(NAD 83)
 KV6701
 KV6701                          SUPERSEDED SURVEY CONTROL
 KV6701
 KV6701  NAD 83(2007)-  40 23 10.86963(N)    074 35 41.95339(W) AD(2002.00) 0
 KV6701  ELLIP H (02/10/07)    9.858  (m)                       GP(2002.00)    
 KV6701  ELLIP H (10/23/02)    9.871  (m)                       GP(       ) 4 1
 KV6701  NAD 83(1996)-  40 23 10.86993(N)    074 35 41.95351(W) AD(       ) 1
 KV6701  ELLIP H (05/14/99)    9.875  (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
 KV6701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6701.See file dsdata.pdf to determine how the superseded data were derived.
 KV6701
 KV6701_MARKER: DD = SURVEY DISK
 KV6701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6701_STAMPING: 12 B 1 1990
 KV6701_MARK LOGO: NJGS
 KV6701_PROJECTION: RECESSED 5 CENTIMETERS
 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 - July 09, 2025
 KV6701
 KV6701  HISTORY     - Date     Condition        Report By
 KV6701  HISTORY     - 1990     MONUMENTED       NJGS
 KV6701  HISTORY     - 20201022 GOOD             NJGS
 KV6701  HISTORY     - 20250709 GOOD             RAS
 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.
 KV6701
 KV6701                          STATION RECOVERY (2020)
 KV6701
 KV6701'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6701'RECOVERED IN GOOD CONDITION.
 KV6701
 KV6701                          STATION RECOVERY (2025)
 KV6701
 KV6701'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV6701'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6721 ***********************************************************************
 KV6721  DESIGNATION -  12 B 2
 KV6721  PID         -  KV6721
 KV6721  STATE/COUNTY-  NJ/MIDDLESEX
 KV6721  COUNTRY     -  US
 KV6721  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6721
 KV6721                         *CURRENT SURVEY CONTROL
 KV6721  ______________________________________________________________________
 KV6721* NAD 83(2011) POSITION- 40 25 31.30905(N) 074 26 27.27408(W)   ADJUSTED
 KV6721* NAD 83(2011) ELLIP HT-     3.162 (meters)        (06/27/12)   ADJUSTED
 KV6721* NAD 83(2011) EPOCH   -  2010.00
 KV6721* NAVD 88 ORTHO HEIGHT -    36.0   (meters)      118.    (feet) GPS OBS
 KV6721  ______________________________________________________________________
 KV6721  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6721  GEOID HEIGHT    -        -32.940 (meters)                     GEOID90
 KV6721  GEOID HEIGHT    -        -32.819 (meters)                     GEOID18
 KV6721  NAD 83(2011) X  -  1,304,202.146 (meters)                     COMP
 KV6721  NAD 83(2011) Y  - -4,684,036.787 (meters)                     COMP
 KV6721  NAD 83(2011) Z  -  4,114,056.277 (meters)                     COMP
 KV6721  LAPLACE CORR    -          5.61  (seconds)                    DEFLEC18
 KV6721
 KV6721  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6721  Standards:
 KV6721         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6721            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6721  -------------------------------------------------------------------
 KV6721  NETWORK    0.45   0.57           0.16   0.20   0.29      0.05714698
 KV6721  -------------------------------------------------------------------
 KV6721  Click here for local accuracies and other accuracy information.
 KV6721
 KV6721.The horizontal coordinates were established by GPS observations
 KV6721.and adjusted by the National Geodetic Survey in June 2012.
 KV6721
 KV6721.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6721.been affixed to the stable North American tectonic plate. See 
 KV6721.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6721
 KV6721.The horizontal coordinates are valid at the epoch date displayed above
 KV6721.which is a decimal equivalence of Year/Month/Day.
 KV6721
 KV6721.The orthometric height was determined by GPS observations and a
 KV6721.high-resolution geoid model.
 KV6721
 KV6721.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6721.GEOID18 height accuracy estimate available here.
 KV6721
 KV6721.Click photographs - Photos may exist for this station.
 KV6721
 KV6721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6721
 KV6721.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6721
 KV6721.The ellipsoidal height was determined by GPS observations
 KV6721.and is referenced to NAD 83.
 KV6721
 KV6721. The following values were computed from the NAD 83(2011) position.
 KV6721
 KV6721;                    North         East     Units Scale Factor Converg.
 KV6721;SPC NJ       -   176,743.195   155,014.018   MT  0.99990031   +0 02 17.9
 KV6721;SPC NJ       -   579,864.97    508,575.16   sFT  0.99990031   +0 02 17.9
 KV6721;UTM  18      - 4,475,120.211   547,426.480   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4742675120(NAD 83)
 KV6721
 KV6721                          SUPERSEDED SURVEY CONTROL
 KV6721
 KV6721  NAD 83(2007)-  40 25 31.30936(N)    074 26 27.27469(W) AD(2002.00) 0
 KV6721  ELLIP H (02/10/07)    3.173  (m)                       GP(2002.00)    
 KV6721  ELLIP H (10/23/02)    3.175  (m)                       GP(       ) 4 1
 KV6721  NAD 83(1996)-  40 25 31.30962(N)    074 26 27.27489(W) AD(       ) 1
 KV6721  ELLIP H (05/14/99)    3.179  (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
 KV6721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6721.See file dsdata.pdf to determine how the superseded data were derived.
 KV6721
 KV6721_MARKER: DD = SURVEY DISK
 KV6721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6936 ***********************************************************************
 KV6936  DESIGNATION -  12 B 3
 KV6936  PID         -  KV6936
 KV6936  STATE/COUNTY-  NJ/MIDDLESEX
 KV6936  COUNTRY     -  US
 KV6936  USGS QUAD   -  JAMESBURG (2019)
 KV6936
 KV6936                         *CURRENT SURVEY CONTROL
 KV6936  ______________________________________________________________________
 KV6936* NAD 83(2011) POSITION- 40 20 50.46749(N) 074 26 07.45551(W)   ADJUSTED
 KV6936* NAD 83(2011) ELLIP HT-   -17.444 (meters)        (06/27/12)   ADJUSTED
 KV6936* NAD 83(2011) EPOCH   -  2010.00
 KV6936* NAVD 88 ORTHO HEIGHT -    15.207 (meters)       49.89  (feet) ADJUSTED
 KV6936  ______________________________________________________________________
 KV6936  GEOID HEIGHT    -        -32.669 (meters)                     GEOID18
 KV6936  NAD 83(2011) X  -  1,306,154.039 (meters)                     COMP
 KV6936  NAD 83(2011) Y  - -4,689,303.306 (meters)                     COMP
 KV6936  NAD 83(2011) Z  -  4,107,444.723 (meters)                     COMP
 KV6936  LAPLACE CORR    -          5.09  (seconds)                    DEFLEC18
 KV6936  DYNAMIC HEIGHT  -         15.201 (meters)       49.87  (feet) COMP
 KV6936  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 KV6936
 KV6936  VERT ORDER      -  FIRST     CLASS II
 KV6936
 KV6936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6936  Standards:
 KV6936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6936  -------------------------------------------------------------------
 KV6936  NETWORK    0.59   0.76           0.22   0.26   0.39      0.18239865
 KV6936  -------------------------------------------------------------------
 KV6936  Click here for local accuracies and other accuracy information.
 KV6936
 KV6936.The horizontal coordinates were established by GPS observations
 KV6936.and adjusted by the National Geodetic Survey in June 2012.
 KV6936
 KV6936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6936.been affixed to the stable North American tectonic plate. See 
 KV6936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6936
 KV6936.The horizontal coordinates are valid at the epoch date displayed above
 KV6936.which is a decimal equivalence of Year/Month/Day.
 KV6936
 KV6936.The orthometric height was determined by differential leveling and
 KV6936.adjusted by the NATIONAL GEODETIC SURVEY
 KV6936.in May 2012.
 KV6936
 KV6936.No vertical observational check was made to the station.
 KV6936
 KV6936.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6936.GEOID18 height accuracy estimate available here.
 KV6936
 KV6936.Click photographs - Photos may exist for this station.
 KV6936
 KV6936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6936
 KV6936.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6936
 KV6936.The ellipsoidal height was determined by GPS observations
 KV6936.and is referenced to NAD 83.
 KV6936
 KV6936.The dynamic height is computed by dividing the NAVD 88
 KV6936.geopotential number by the normal gravity value computed on the
 KV6936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6936.degrees latitude (g = 980.6199 gals.).
 KV6936
 KV6936.The modeled gravity was interpolated from observed gravity values.
 KV6936
 KV6936. The following values were computed from the NAD 83(2011) position.
 KV6936
 KV6936;                    North         East     Units Scale Factor Converg.
 KV6936;SPC NJ       -   168,081.825   155,487.475   MT  0.99990037   +0 02 30.6
 KV6936;SPC NJ       -   551,448.45    510,128.49   sFT  0.99990037   +0 02 30.6
 KV6936;UTM  18      - 4,466,464.014   547,948.763   MT  0.99962830   +0 21 55.9
 KV6936
 KV6936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6936!SPC NJ       -   1.00000274  x   0.99990037  =   0.99990311
 KV6936!UTM  18      -   1.00000274  x   0.99962830  =   0.99963104
 KV6936
 KV6936:                Primary Azimuth Mark                     Grid Az
 KV6936:SPC NJ       -  12 C 3                                   174 27 07.7
 KV6936:UTM  18      -  12 C 3                                   174 07 42.4
 KV6936
 KV6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4794866464(NAD 83)
 KV6936
 KV6936|---------------------------------------------------------------------|
 KV6936| PID    Reference Object                     Distance      Geod. Az  |
 KV6936|                                                           dddmmss.s |
 KV6936| KV6937 12 C 3                              428.665 METERS 1742938.3 |
 KV6936|---------------------------------------------------------------------|
 KV6936
 KV6936                          SUPERSEDED SURVEY CONTROL
 KV6936
 KV6936  NAD 83(2007)-  40 20 50.46783(N)    074 26 07.45608(W) AD(2002.00) 0
 KV6936  ELLIP H (02/10/07)  -17.433  (m)                       GP(2002.00)    
 KV6936  ELLIP H (10/23/02)  -17.428  (m)                       GP(       ) 4 1
 KV6936  NAD 83(1996)-  40 20 50.46804(N)    074 26 07.45630(W) AD(       ) 1
 KV6936  ELLIP H (05/14/99)  -17.426  (m)                       GP(       ) 4 1
 KV6936  NAD 83(1986)-  40 20 50.46770(N)    074 26 07.45858(W) AD(       ) 1
 KV6936  NAVD 88 (01/21/94)   15.2    (m)  GEOID93  model used  GPS OBS        
 KV6936
 KV6936.Superseded values are not recommended for survey control.
 KV6936
 KV6936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6936.See file dsdata.pdf to determine how the superseded data were derived.
 KV6936
 KV6936_MARKER: DD = SURVEY DISK
 KV6936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6936_STAMPING: 12 B 3 1991
 KV6936_MARK LOGO: NJGS
 KV6936_PROJECTION: FLUSH
 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 - July 09, 2025
 KV6936
 KV6936  HISTORY     - Date     Condition        Report By
 KV6936  HISTORY     - 1991     MONUMENTED       NJGS
 KV6936  HISTORY     - 19920121 GOOD
 KV6936  HISTORY     - 20030110 GOOD             NJGS
 KV6936  HISTORY     - 20081027 GOOD             NJGS
 KV6936  HISTORY     - 20200407 GOOD             NJGS
 KV6936  HISTORY     - 20250709 GOOD             RAS
 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.
 KV6936
 KV6936                          STATION RECOVERY (2008)
 KV6936
 KV6936'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV6936'RECOVERED AS DESCRIBED.
 KV6936
 KV6936                          STATION RECOVERY (2020)
 KV6936
 KV6936'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6936'RECOVERED IN GOOD CONDITION.
 KV6936
 KV6936                          STATION RECOVERY (2025)
 KV6936
 KV6936'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV6936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7136 ***********************************************************************
 DF7136  DESIGNATION -  12 B 4
 DF7136  PID         -  DF7136
 DF7136  STATE/COUNTY-  NJ/MIDDLESEX
 DF7136  COUNTRY     -  US
 DF7136  USGS QUAD   -  NEW BRUNSWICK (2019)
 DF7136
 DF7136                         *CURRENT SURVEY CONTROL
 DF7136  ______________________________________________________________________
 DF7136* NAD 83(1986) POSITION- 40 22 51.     (N) 074 24 51.     (W)   SCALED
 DF7136* NAVD 88 ORTHO HEIGHT -    10.830 (meters)       35.53  (feet) ADJUSTED
 DF7136  ______________________________________________________________________
 DF7136  GEOID HEIGHT    -        -32.674 (meters)                     GEOID18
 DF7136  DYNAMIC HEIGHT  -         10.825 (meters)       35.52  (feet) COMP
 DF7136  MODELED GRAVITY -    980,198.5   (mgal)                       NAVD 88
 DF7136
 DF7136  VERT ORDER      -  FIRST     CLASS II
 DF7136
 DF7136.The horizontal coordinates were scaled from a map and have
 DF7136.an estimated accuracy of +/- 6 seconds.
 DF7136
 DF7136.The orthometric height was determined by differential leveling and
 DF7136.adjusted by the NATIONAL GEODETIC SURVEY
 DF7136.in March 2005.
 DF7136
 DF7136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7136.GEOID18 height accuracy estimate available here.
 DF7136
 DF7136.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK497701(NAD 83)
 DF7136
 DF7136                          SUPERSEDED SURVEY CONTROL
 DF7136
 DF7136.No superseded survey control is available for this station.
 DF7136
 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 - June 01, 2009
 DF7136
 DF7136  HISTORY     - Date     Condition        Report By
 DF7136  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7136  HISTORY     - 20090601 GOOD             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'
 DF7136
 DF7136                          STATION RECOVERY (2009)
 DF7136
 DF7136'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DF7136'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6235 ***********************************************************************
 DM6235  DESIGNATION -  12 B 5
 DM6235  PID         -  DM6235
 DM6235  STATE/COUNTY-  NJ/MIDDLESEX
 DM6235  COUNTRY     -  US
 DM6235  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM6235
 DM6235                         *CURRENT SURVEY CONTROL
 DM6235  ______________________________________________________________________
 DM6235* NAD 83(1986) POSITION- 40 22 53.     (N) 074 27 56.     (W)   SCALED
 DM6235* NAVD 88 ORTHO HEIGHT -    27.129 (meters)       89.01  (feet) ADJUSTED
 DM6235  ______________________________________________________________________
 DM6235  GEOID HEIGHT    -        -32.817 (meters)                     GEOID18
 DM6235  DYNAMIC HEIGHT  -         27.118 (meters)       88.97  (feet) COMP
 DM6235  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 DM6235
 DM6235  VERT ORDER      -  FIRST     CLASS II
 DM6235
 DM6235.The horizontal coordinates were scaled from a map and have
 DM6235.an estimated accuracy of +/- 6 seconds.
 DM6235
 DM6235.The orthometric height was determined by differential leveling and
 DM6235.adjusted by the NATIONAL GEODETIC SURVEY
 DM6235.in May 2012.
 DM6235
 DM6235.No vertical observational check was made to the station.
 DM6235
 DM6235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6235.GEOID18 height accuracy estimate available here.
 DM6235
 DM6235.Click photographs - Photos may exist for this station.
 DM6235
 DM6235.The dynamic height is computed by dividing the NAVD 88
 DM6235.geopotential number by the normal gravity value computed on the
 DM6235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6235.degrees latitude (g = 980.6199 gals.).
 DM6235
 DM6235.The modeled gravity was interpolated from observed gravity values.
 DM6235
 DM6235;                    North         East    Units  Estimated Accuracy
 DM6235;SPC NJ       -   171,860.      152,930.      MT  (+/- 180 meters Scaled)
 DM6235
 DM6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK453702(NAD 83)
 DM6235
 DM6235                          SUPERSEDED SURVEY CONTROL
 DM6235
 DM6235.No superseded survey control is available for this station.
 DM6235
 DM6235_MARKER: DD = SURVEY DISK
 DM6235_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6235_SP_SET: DRIVEWAY-SIDEWALK
 DM6235_STAMPING: 12 B 5 2008
 DM6235_MARK LOGO: NJGS
 DM6235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6235+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 DM6235
 DM6235  HISTORY     - Date     Condition        Report By
 DM6235  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6235
 DM6235                          STATION DESCRIPTION
 DM6235
 DM6235'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6235'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE GROUNDS OF
 DM6235'THE INTERNATIONAL UNION OF OPERATING ENGINEERS (LOCAL 825) TRAINING
 DM6235'CENTER.
 DM6235'
 DM6235'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6235'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 2.3 MI (3.7 KM) EAST ON ROUTE
 DM6235'522 TO THE JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 DM6235'TURN LEFT AND GO 0.5 MI (0.8 KM) NORTH ON ROUTE 535 TO THE JUNCTION
 DM6235'WITH DEANS RHODE HALL ROAD.  TURN LEFT AND GO 0.65 MI (1.0 KM) WEST TO
 DM6235'THE ENTRANCE DRIVEWAY TO THE TRAINING FACILITY ON THE LEFT.  TURN LEFT
 DM6235'AND GO 0.2 MI (0.3 KM) SOUTH THEN EAST TO THE STATION AHEAD IN FRONT
 DM6235'OF AND AT THE BASE OF THE BUILDING.
 DM6235'
 DM6235'THE STATION IS SET IN A DRILL HOLE IN THE CONCRETE DRIVEWAY-SIDEWALK
 DM6235'BETWEEN THE OFFICE ENTRANCE AND GARAGE BAY DOOR, 102 FT (31.1 M) EAST
 DM6235'OF THE FLAG POLE IN THE PARKING LOT, 33 FT (10.1 M) SOUTHEAST OF THE
 DM6235'NORTHWEST CORNER OF THE BUILDING, 1.2 FT (0.4 M) NORTH-NORTHEAST OF
 DM6235'THE NORTH FACE OF THE BUILDING, 14.5 FT (4.4 M) WEST OF THE CENTERLINE
 DM6235'OF THE GARAGE DOOR, 4.5 FT (1.4 M) EAST OF THE CENTERLINE OF THE
 DM6235'OFFICE DOOR.
 DM6235'
 DM6235'THE STATION IS SET BELOW THE ANTENNA FOR STATION NJDY CORS ARP
 DM6235'(DH3766.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7417 ***********************************************************************
 DM7417  DESIGNATION -  12 B 6
 DM7417  PID         -  DM7417
 DM7417  STATE/COUNTY-  NJ/MIDDLESEX
 DM7417  COUNTRY     -  US
 DM7417  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7417
 DM7417                         *CURRENT SURVEY CONTROL
 DM7417  ______________________________________________________________________
 DM7417* NAD 83(1986) POSITION- 40 29 54.     (N) 074 26 41.     (W)   SCALED
 DM7417* NAVD 88 ORTHO HEIGHT -    15.997 (meters)       52.48  (feet) ADJUSTED
 DM7417  ______________________________________________________________________
 DM7417  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 DM7417  DYNAMIC HEIGHT  -         15.990 (meters)       52.46  (feet) COMP
 DM7417  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 DM7417
 DM7417  VERT ORDER      -  FIRST     CLASS II
 DM7417
 DM7417.The horizontal coordinates were scaled from a map and have
 DM7417.an estimated accuracy of +/- 6 seconds.
 DM7417
 DM7417.The orthometric height was determined by differential leveling and
 DM7417.adjusted by the NATIONAL GEODETIC SURVEY
 DM7417.in April 2013.
 DM7417
 DM7417.No vertical observational check was made to the station.
 DM7417
 DM7417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7417.GEOID18 height accuracy estimate available here.
 DM7417
 DM7417.Click photographs - Photos may exist for this station.
 DM7417
 DM7417.The dynamic height is computed by dividing the NAVD 88
 DM7417.geopotential number by the normal gravity value computed on the
 DM7417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7417.degrees latitude (g = 980.6199 gals.).
 DM7417
 DM7417.The modeled gravity was interpolated from observed gravity values.
 DM7417
 DM7417;                    North         East    Units  Estimated Accuracy
 DM7417;SPC NJ       -   184,850.      154,690.      MT  (+/- 180 meters Scaled)
 DM7417
 DM7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK470832(NAD 83)
 DM7417
 DM7417                          SUPERSEDED SURVEY CONTROL
 DM7417
 DM7417.No superseded survey control is available for this station.
 DM7417
 DM7417_MARKER: DD = SURVEY DISK
 DM7417_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7417_SP_SET: BRIDGE STONE WING WALL
 DM7417_STAMPING: 12 B 6 2010
 DM7417_MARK LOGO: NJGS
 DM7417_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7417+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7417
 DM7417  HISTORY     - Date     Condition        Report By
 DM7417  HISTORY     - 20100713 MONUMENTED       NJGS
 DM7417
 DM7417                          STATION DESCRIPTION
 DM7417
 DM7417'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7417'THE STATION IS LOCATED IN NEW BRUNSWICK, SET IN A DRILL HOLE IN THE
 DM7417'NORTH END OF THE FIRST EXPOSED STONE STEP OF THE EAST STONE WING WALL
 DM7417'FOR THE EAST ABUTMENT OF THE RAILROAD BRIDGE SPANNING GEORGE STREET AT
 DM7417'THE T-JUNCTION OF GEORGE STREET AND SOMERSET STREET, 75 FT (22.9 M)
 DM7417'NORTH OF THE EXTENDED CENTERLINE OF SOMERSET STREET.
 DM7417'
 DM7417'THE STATION IS 9.3 FT (2.8 M) EAST OF THE WEST FACE OF THE GRANITE
 DM7417'RETAINING WALL FOR THE SIDEWALK, 5 FT (1.5 M) SOUTH OF A 36 INCH (91
 DM7417'CM) TREE, 41 FT (12.5 M) EAST OF THE CENTERLINE OF GEORGE STREET, 113
 DM7417'FT (34.4 M) SOUTH OF THE SOUTH DRIVEWAY FOR THE JOHNSON AND JOHNSON
 DM7417'COMPANY (EMPLOYEE PARKING), 66 FT (20.1 M) NORTH-NORTHEAST OF THE
 DM7417'NORTH METAL RAILROAD BRIDGE COLUMN ON THE NORTHBOUND LANES OF GEORGE
 DM7417'STREET.
 DM7417'
 DM7417'THE STATION IS ABOUT 1 FT (0.3 M) ABOVE THE GROUND AND ALSO ABOUT 4 FT
 DM7417'(1.2 M) HIGHER THAN THE SIDEWALK LEVEL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0834 ***********************************************************************
 DQ0834  DESIGNATION -  12 B 7
 DQ0834  PID         -  DQ0834
 DQ0834  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0834  COUNTRY     -  US
 DQ0834  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0834
 DQ0834                         *CURRENT SURVEY CONTROL
 DQ0834  ______________________________________________________________________
 DQ0834* NAD 83(1986) POSITION- 40 24 13.99   (N) 074 19 24.12   (W)   HD_HELD1
 DQ0834* NAVD 88 ORTHO HEIGHT -    11.534 (meters)       37.84  (feet) ADJUSTED
 DQ0834  ______________________________________________________________________
 DQ0834  GEOID HEIGHT    -        -32.501 (meters)                     GEOID18
 DQ0834  DYNAMIC HEIGHT  -         11.529 (meters)       37.82  (feet) COMP
 DQ0834  MODELED GRAVITY -    980,210.5   (mgal)                       NAVD 88
 DQ0834
 DQ0834  VERT ORDER      -  FIRST     CLASS II
 DQ0834
 DQ0834.The horizontal coordinates were determined by differentially corrected
 DQ0834.hand held GPS observations or other comparable positioning techniques
 DQ0834.and have an estimated accuracy of +/- 3 meters.
 DQ0834
 DQ0834.The orthometric height was determined by differential leveling and
 DQ0834.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0834.in February 2016.
 DQ0834
 DQ0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0834.GEOID18 height accuracy estimate available here.
 DQ0834
 DQ0834.Click photographs - Photos may exist for this station.
 DQ0834
 DQ0834.The dynamic height is computed by dividing the NAVD 88
 DQ0834.geopotential number by the normal gravity value computed on the
 DQ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0834.degrees latitude (g = 980.6199 gals.).
 DQ0834
 DQ0834.The modeled gravity was interpolated from observed gravity values.
 DQ0834
 DQ0834;                    North         East    Units  Estimated Accuracy
 DQ0834;SPC NJ       -   174,371.8     164,992.7     MT  (+/- 3 meters HH1 GPS) 
 DQ0834
 DQ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5741572805(NAD 83)
 DQ0834
 DQ0834                          SUPERSEDED SURVEY CONTROL
 DQ0834
 DQ0834.No superseded survey control is available for this station.
 DQ0834
 DQ0834_MARKER: DD = SURVEY DISK
 DQ0834_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ0834+WITH SETTING: PAVEMENT
 DQ0834_SP_SET: TRAFFIC SIGNAL BASE
 DQ0834_STAMPING: 12 B 7 2015
 DQ0834_MARK LOGO: NJGS
 DQ0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0834+STABILITY: SURFACE MOTION
 DQ0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0834+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0834
 DQ0834  HISTORY     - Date     Condition        Report By
 DQ0834  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0834
 DQ0834                          STATION DESCRIPTION
 DQ0834
 DQ0834'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0834'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF
 DQ0834'KEYPORT, 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY JUNCTION AND
 DQ0834'5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY, IN OLD BRIDGE
 DQ0834'TOWNSHIP.
 DQ0834'
 DQ0834'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0834'HIGHWAY 79) AND NEW BRUNSWICK AVENUE/OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0834'ROUTE 516), GO 4.7 MI (7.6 KM) EAST ON COUNTY ROUTE 516 TO THE STATION
 DQ0834'ON THE RIGHT, SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 DQ0834'TRAFFIC SIGNAL BASE ON THE SOUTHEAST CORNER OF THE JUNCTION OF OLD
 DQ0834'BRIDGE-MATAWAN ROAD (COUNTY ROUTE 516) AND GAUB ROAD.
 DQ0834'
 DQ0834'IT IS ALSO 0.9 MI (1.4 KM) EAST ON OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0834'ROUTE 516) FROM THE U.S. ROUTE 9 BRIDGE.
 DQ0834'
 DQ0834'IT IS 38 FT (11.6 M) SOUTH OF THE CENTERLINE OF OLD BRIDGE-MATAWAN
 DQ0834'ROAD (COUNTY ROUTE 516), 3 FT (0.9 M) SOUTHEAST OF THE LIGHT MAST, 11
 DQ0834'FT (3.4 M) NORTHEAST OF A SIGN (GAS STATION).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6702 ***********************************************************************
 KV6702  DESIGNATION -  12 C 1
 KV6702  PID         -  KV6702
 KV6702  STATE/COUNTY-  NJ/MIDDLESEX
 KV6702  COUNTRY     -  US
 KV6702  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6702
 KV6702                         *CURRENT SURVEY CONTROL
 KV6702  ______________________________________________________________________
 KV6702* NAD 83(2011) POSITION- 40 21 54.44018(N) 074 34 54.72219(W)   ADJUSTED
 KV6702* NAD 83(2011) ELLIP HT-     2.185 (meters)        (06/27/12)   ADJUSTED
 KV6702* NAD 83(2011) EPOCH   -  2010.00
 KV6702* NAVD 88 ORTHO HEIGHT -    35.3   (meters)      116.    (feet) GPS OBS
 KV6702  ______________________________________________________________________
 KV6702  NAVD 88 orthometric height was determined with geoid model    GEOID09
 KV6702  GEOID HEIGHT    -        -33.114 (meters)                     GEOID09
 KV6702  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 KV6702  NAD 83(2011) X  -  1,293,826.976 (meters)                     COMP
 KV6702  NAD 83(2011) Y  - -4,691,409.517 (meters)                     COMP
 KV6702  NAD 83(2011) Z  -  4,108,961.097 (meters)                     COMP
 KV6702  LAPLACE CORR    -          6.06  (seconds)                    DEFLEC18
 KV6702
 KV6702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6702  Standards:
 KV6702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6702  -------------------------------------------------------------------
 KV6702  NETWORK    1.02   1.84           0.45   0.38   0.94     -0.09748903
 KV6702  -------------------------------------------------------------------
 KV6702  Click here for local accuracies and other accuracy information.
 KV6702
 KV6702.The horizontal coordinates were established by GPS observations
 KV6702.and adjusted by the National Geodetic Survey in June 2012.
 KV6702
 KV6702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6702.been affixed to the stable North American tectonic plate. See 
 KV6702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6702
 KV6702.The horizontal coordinates are valid at the epoch date displayed above
 KV6702.which is a decimal equivalence of Year/Month/Day.
 KV6702
 KV6702.The orthometric height was determined by GPS observations and a
 KV6702.high-resolution geoid model.
 KV6702
 KV6702.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6702.GEOID18 height accuracy estimate available here.
 KV6702
 KV6702.Click photographs - Photos may exist for this station.
 KV6702
 KV6702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6702
 KV6702.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6702
 KV6702.The ellipsoidal height was determined by GPS observations
 KV6702.and is referenced to NAD 83.
 KV6702
 KV6702. The following values were computed from the NAD 83(2011) position.
 KV6702
 KV6702;                    North         East     Units Scale Factor Converg.
 KV6702;SPC NJ       -   170,056.070   143,047.110   MT  0.99990059   -0 03 10.9
 KV6702;SPC NJ       -   557,925.62    469,313.73   sFT  0.99990059   -0 03 10.9
 KV6702;UTM  18      - 4,468,367.399   535,500.909   MT  0.99961551   +0 16 14.9
 KV6702
 KV6702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6702!SPC NJ       -   0.99999966  x   0.99990059  =   0.99990025
 KV6702!UTM  18      -   0.99999966  x   0.99961551  =   0.99961517
 KV6702
 KV6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3550068367(NAD 83)
 KV6702
 KV6702                          SUPERSEDED SURVEY CONTROL
 KV6702
 KV6702  NAD 83(2007)-  40 21 54.44003(N)    074 34 54.72215(W) AD(2002.00) 0
 KV6702  ELLIP H (02/10/07)    2.188  (m)                       GP(2002.00)    
 KV6702  ELLIP H (10/23/02)    2.201  (m)                       GP(       ) 4 1
 KV6702  NAD 83(1996)-  40 21 54.44032(N)    074 34 54.72229(W) AD(       ) 1
 KV6702  ELLIP H (05/14/99)    2.205  (m)                       GP(       ) 4 1
 KV6702  NAD 83(1986)-  40 21 54.44015(N)    074 34 54.72452(W) AD(       ) 1
 KV6702  NAVD 88 (01/21/93)   35.3    (m)  GEOID90  model used  GPS OBS        
 KV6702
 KV6702.Superseded values are not recommended for survey control.
 KV6702
 KV6702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6702.See file dsdata.pdf to determine how the superseded data were derived.
 KV6702
 KV6702_MARKER: DD = SURVEY DISK
 KV6702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6702_STAMPING: 12 C 1 1990
 KV6702_MARK LOGO: NJGS
 KV6702_PROJECTION: RECESSED 5 CENTIMETERS
 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 - August 16, 2005
 KV6702
 KV6702  HISTORY     - Date     Condition        Report By
 KV6702  HISTORY     - 1990     MONUMENTED       NJGS
 KV6702  HISTORY     - 20050816 GOOD             B2A
 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.
 KV6702
 KV6702                          STATION RECOVERY (2005)
 KV6702
 KV6702'RECOVERY NOTE BY B2A CONSULTANTS 2005 (ARD)
 KV6702'RECOVERED AS DESCRIBED.  (ARD)
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6722 ***********************************************************************
 KV6722  DESIGNATION -  12 C 2
 KV6722  PID         -  KV6722
 KV6722  STATE/COUNTY-  NJ/MIDDLESEX
 KV6722  COUNTRY     -  US
 KV6722  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6722
 KV6722                         *CURRENT SURVEY CONTROL
 KV6722  ______________________________________________________________________
 KV6722* NAD 83(2011) POSITION- 40 25 18.94100(N) 074 27 34.15159(W)   ADJUSTED
 KV6722* NAD 83(2011) ELLIP HT-     1.575 (meters)        (06/27/12)   ADJUSTED
 KV6722* NAD 83(2011) EPOCH   -  2010.00
 KV6722* NAVD 88 ORTHO HEIGHT -    34.4   (meters)      113.    (feet) GPS OBS
 KV6722  ______________________________________________________________________
 KV6722  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6722  GEOID HEIGHT    -        -32.990 (meters)                     GEOID90
 KV6722  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 KV6722  NAD 83(2011) X  -  1,302,749.319 (meters)                     COMP
 KV6722  NAD 83(2011) Y  - -4,684,696.571 (meters)                     COMP
 KV6722  NAD 83(2011) Z  -  4,113,764.826 (meters)                     COMP
 KV6722  LAPLACE CORR    -          5.60  (seconds)                    DEFLEC18
 KV6722
 KV6722  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6722  Standards:
 KV6722         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6722            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6722  -------------------------------------------------------------------
 KV6722  NETWORK    0.49   0.65           0.18   0.22   0.33      0.02075804
 KV6722  -------------------------------------------------------------------
 KV6722  Click here for local accuracies and other accuracy information.
 KV6722
 KV6722.The horizontal coordinates were established by GPS observations
 KV6722.and adjusted by the National Geodetic Survey in June 2012.
 KV6722
 KV6722.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6722.been affixed to the stable North American tectonic plate. See 
 KV6722.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6722
 KV6722.The horizontal coordinates are valid at the epoch date displayed above
 KV6722.which is a decimal equivalence of Year/Month/Day.
 KV6722
 KV6722.The orthometric height was determined by GPS observations and a
 KV6722.high-resolution geoid model.
 KV6722
 KV6722.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6722.GEOID18 height accuracy estimate available here.
 KV6722
 KV6722.Click photographs - Photos may exist for this station.
 KV6722
 KV6722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6722
 KV6722.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6722
 KV6722.The ellipsoidal height was determined by GPS observations
 KV6722.and is referenced to NAD 83.
 KV6722
 KV6722. The following values were computed from the NAD 83(2011) position.
 KV6722
 KV6722;                    North         East     Units Scale Factor Converg.
 KV6722;SPC NJ       -   176,360.850   153,437.869   MT  0.99990015   +0 01 34.6
 KV6722;SPC NJ       -   578,610.56    503,404.08   sFT  0.99990015   +0 01 34.6
 KV6722;UTM  18      - 4,474,729.059   545,852.950   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 02.9
 KV6722:UTM  18      -  12 D 2                                   217 18 35.8
 KV6722
 KV6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4585274729(NAD 83)
 KV6722
 KV6722|---------------------------------------------------------------------|
 KV6722| PID    Reference Object                     Distance      Geod. Az  |
 KV6722|                                                           dddmmss.s |
 KV6722| KV6723 12 D 2                              APPROX. 0.5 KM 2173937.5 |
 KV6722|---------------------------------------------------------------------|
 KV6722
 KV6722                          SUPERSEDED SURVEY CONTROL
 KV6722
 KV6722  NAD 83(2007)-  40 25 18.94131(N)    074 27 34.15220(W) AD(2002.00) 0
 KV6722  ELLIP H (02/10/07)    1.586  (m)                       GP(2002.00)    
 KV6722  ELLIP H (10/23/02)    1.588  (m)                       GP(       ) 4 1
 KV6722  NAD 83(1996)-  40 25 18.94157(N)    074 27 34.15240(W) AD(       ) 1
 KV6722  ELLIP H (05/14/99)    1.591  (m)                       GP(       ) 4 1
 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
 KV6722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6722.See file dsdata.pdf to determine how the superseded data were derived.
 KV6722
 KV6722_MARKER: DD = SURVEY DISK
 KV6722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6722_STAMPING: 12 C 2 1991
 KV6722_MARK LOGO: NJGS
 KV6722_PROJECTION: RECESSED 3 CENTIMETERS
 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 - April 24, 2024
 KV6722
 KV6722  HISTORY     - Date     Condition        Report By
 KV6722  HISTORY     - 1991     MONUMENTED       NJGS
 KV6722  HISTORY     - 19920205 GOOD
 KV6722  HISTORY     - 20021211 GOOD             AASCO
 KV6722  HISTORY     - 20200408 GOOD             NJSFC
 KV6722  HISTORY     - 20240424 GOOD             AAAS
 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.
 KV6722
 KV6722                          STATION RECOVERY (2020)
 KV6722
 KV6722'RECOVERY NOTE BY NEW JERSEY SHELL FISHERIES COMMISSION 2020 (MI)
 KV6722'RECOVERED IN GOOD CONDITION.
 KV6722
 KV6722                          STATION RECOVERY (2024)
 KV6722
 KV6722'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6937 ***********************************************************************
 KV6937  DESIGNATION -  12 C 3
 KV6937  PID         -  KV6937
 KV6937  STATE/COUNTY-  NJ/MIDDLESEX
 KV6937  COUNTRY     -  US
 KV6937  USGS QUAD   -  JAMESBURG (2019)
 KV6937
 KV6937                         *CURRENT SURVEY CONTROL
 KV6937  ______________________________________________________________________
 KV6937* NAD 83(2011) POSITION- 40 20 36.63414(N) 074 26 05.71278(W)   ADJUSTED
 KV6937* NAD 83(2011) ELLIP HT-   -15.490 (meters)        (06/27/12)   ADJUSTED
 KV6937* NAD 83(2011) EPOCH   -  2010.00
 KV6937* NAVD 88 ORTHO HEIGHT -    17.207 (meters)       56.45  (feet) ADJUSTED
 KV6937  ______________________________________________________________________
 KV6937  GEOID HEIGHT    -        -32.659 (meters)                     GEOID18
 KV6937  NAD 83(2011) X  -  1,306,268.181 (meters)                     COMP
 KV6937  NAD 83(2011) Y  - -4,689,559.808 (meters)                     COMP
 KV6937  NAD 83(2011) Z  -  4,107,120.787 (meters)                     COMP
 KV6937  LAPLACE CORR    -          5.00  (seconds)                    DEFLEC18
 KV6937  DYNAMIC HEIGHT  -         17.200 (meters)       56.43  (feet) COMP
 KV6937  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 KV6937
 KV6937  VERT ORDER      -  FIRST     CLASS II
 KV6937
 KV6937  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6937  Standards:
 KV6937         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6937            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6937  -------------------------------------------------------------------
 KV6937  NETWORK    0.96   1.06           0.30   0.45   0.54      0.19569174
 KV6937  -------------------------------------------------------------------
 KV6937  Click here for local accuracies and other accuracy information.
 KV6937
 KV6937.The horizontal coordinates were established by GPS observations
 KV6937.and adjusted by the National Geodetic Survey in June 2012.
 KV6937
 KV6937.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6937.been affixed to the stable North American tectonic plate. See 
 KV6937.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6937
 KV6937.The horizontal coordinates are valid at the epoch date displayed above
 KV6937.which is a decimal equivalence of Year/Month/Day.
 KV6937
 KV6937.The orthometric height was determined by differential leveling and
 KV6937.adjusted by the NATIONAL GEODETIC SURVEY
 KV6937.in May 2012.
 KV6937
 KV6937.No vertical observational check was made to the station.
 KV6937
 KV6937.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6937.GEOID18 height accuracy estimate available here.
 KV6937
 KV6937.Click photographs - Photos may exist for this station.
 KV6937
 KV6937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6937
 KV6937.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6937
 KV6937.The ellipsoidal height was determined by GPS observations
 KV6937.and is referenced to NAD 83.
 KV6937
 KV6937.The dynamic height is computed by dividing the NAVD 88
 KV6937.geopotential number by the normal gravity value computed on the
 KV6937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6937.degrees latitude (g = 980.6199 gals.).
 KV6937
 KV6937.The modeled gravity was interpolated from observed gravity values.
 KV6937
 KV6937. The following values were computed from the NAD 83(2011) position.
 KV6937
 KV6937;                    North         East     Units Scale Factor Converg.
 KV6937;SPC NJ       -   167,655.210   155,528.913   MT  0.99990038   +0 02 31.7
 KV6937;SPC NJ       -   550,048.80    510,264.44   sFT  0.99990038   +0 02 31.7
 KV6937;UTM  18      - 4,466,037.757   547,992.598   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 07.7
 KV6937:UTM  18      -  12 B 3                                   354 07 42.4
 KV6937
 KV6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4799266037(NAD 83)
 KV6937
 KV6937|---------------------------------------------------------------------|
 KV6937| PID    Reference Object                     Distance      Geod. Az  |
 KV6937|                                                           dddmmss.s |
 KV6937| KV6936 12 B 3                              428.665 METERS 3542939.4 |
 KV6937|---------------------------------------------------------------------|
 KV6937
 KV6937                          SUPERSEDED SURVEY CONTROL
 KV6937
 KV6937  NAD 83(2007)-  40 20 36.63449(N)    074 26 05.71336(W) AD(2002.00) 0
 KV6937  ELLIP H (02/10/07)  -15.478  (m)                       GP(2002.00)    
 KV6937  ELLIP H (10/23/02)  -15.474  (m)                       GP(       ) 4 1
 KV6937  NAD 83(1996)-  40 20 36.63469(N)    074 26 05.71359(W) AD(       ) 1
 KV6937  ELLIP H (05/14/99)  -15.472  (m)                       GP(       ) 4 1
 KV6937  NAD 83(1986)-  40 20 36.63433(N)    074 26 05.71582(W) AD(       ) 1
 KV6937  NAVD 88 (01/21/94)   17.2    (m)  GEOID93  model used  GPS OBS        
 KV6937
 KV6937.Superseded values are not recommended for survey control.
 KV6937
 KV6937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6937.See file dsdata.pdf to determine how the superseded data were derived.
 KV6937
 KV6937_MARKER: DD = SURVEY DISK
 KV6937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6937_STAMPING: 12 C 3 1991
 KV6937_MARK LOGO: NJGS
 KV6937_PROJECTION: FLUSH
 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 - October 27, 2008
 KV6937
 KV6937  HISTORY     - Date     Condition        Report By
 KV6937  HISTORY     - 1991     MONUMENTED       NJGS
 KV6937  HISTORY     - 19920121 GOOD
 KV6937  HISTORY     - 20030804 GOOD             INDIV
 KV6937  HISTORY     - 20081027 GOOD             NJGS
 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.
 KV6937
 KV6937                          STATION RECOVERY (2008)
 KV6937
 KV6937'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV6937'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES FROM THE
 KV6937'ORIGINAL DESCRIPTION, 40.9 FT (12.5 M) EAST-NORTHEAST FROM THE
 KV6937'SOUTHEAST CORNER OF THE 20 FT (6.1 M) SLAB, 46.8 FT (14.3 M) EAST FROM
 KV6937'THE NORTHEAST CORNER OF THE SAME SLAB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7135 ***********************************************************************
 DF7135  DESIGNATION -  12 C 4
 DF7135  PID         -  DF7135
 DF7135  STATE/COUNTY-  NJ/MIDDLESEX
 DF7135  COUNTRY     -  US
 DF7135  USGS QUAD   -  NEW BRUNSWICK (2019)
 DF7135
 DF7135                         *CURRENT SURVEY CONTROL
 DF7135  ______________________________________________________________________
 DF7135* NAD 83(1986) POSITION- 40 22 44.     (N) 074 25 07.     (W)   SCALED
 DF7135* NAVD 88 ORTHO HEIGHT -    12.586 (meters)       41.29  (feet) ADJUSTED
 DF7135  ______________________________________________________________________
 DF7135  GEOID HEIGHT    -        -32.682 (meters)                     GEOID18
 DF7135  DYNAMIC HEIGHT  -         12.581 (meters)       41.28  (feet) COMP
 DF7135  MODELED GRAVITY -    980,198.2   (mgal)                       NAVD 88
 DF7135
 DF7135  VERT ORDER      -  FIRST     CLASS II
 DF7135
 DF7135.The horizontal coordinates were scaled from a map and have
 DF7135.an estimated accuracy of +/- 6 seconds.
 DF7135
 DF7135.The orthometric height was determined by differential leveling and
 DF7135.adjusted by the NATIONAL GEODETIC SURVEY
 DF7135.in March 2005.
 DF7135
 DF7135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7135.GEOID18 height accuracy estimate available here.
 DF7135
 DF7135.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK493699(NAD 83)
 DF7135
 DF7135                          SUPERSEDED SURVEY CONTROL
 DF7135
 DF7135.No superseded survey control is available for this station.
 DF7135
 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 - June 01, 2009
 DF7135
 DF7135  HISTORY     - Date     Condition        Report By
 DF7135  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7135  HISTORY     - 20090601 GOOD             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                          STATION RECOVERY (2009)
 DF7135
 DF7135'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DF7135'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6233 ***********************************************************************
 DM6233  DESIGNATION -  12 C 5
 DM6233  PID         -  DM6233
 DM6233  STATE/COUNTY-  NJ/MIDDLESEX
 DM6233  COUNTRY     -  US
 DM6233  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM6233
 DM6233                         *CURRENT SURVEY CONTROL
 DM6233  ______________________________________________________________________
 DM6233* NAD 83(1986) POSITION- 40 22 49.62   (N) 074 27 32.51   (W)   HD_HELD1
 DM6233* NAVD 88 ORTHO HEIGHT -    30.536 (meters)      100.18  (feet) ADJUSTED
 DM6233  ______________________________________________________________________
 DM6233  GEOID HEIGHT    -        -32.797 (meters)                     GEOID18
 DM6233  DYNAMIC HEIGHT  -         30.523 (meters)      100.14  (feet) COMP
 DM6233  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 DM6233
 DM6233  VERT ORDER      -  FIRST     CLASS II
 DM6233
 DM6233.The horizontal coordinates were determined by differentially corrected
 DM6233.hand held GPS observations or other comparable positioning techniques
 DM6233.and have an estimated accuracy of +/- 3 meters.
 DM6233
 DM6233.The orthometric height was determined by differential leveling and
 DM6233.adjusted by the NATIONAL GEODETIC SURVEY
 DM6233.in May 2012.
 DM6233
 DM6233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6233.GEOID18 height accuracy estimate available here.
 DM6233
 DM6233.Click photographs - Photos may exist for this station.
 DM6233
 DM6233.The dynamic height is computed by dividing the NAVD 88
 DM6233.geopotential number by the normal gravity value computed on the
 DM6233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6233.degrees latitude (g = 980.6199 gals.).
 DM6233
 DM6233.The modeled gravity was interpolated from observed gravity values.
 DM6233
 DM6233;                    North         East    Units  Estimated Accuracy
 DM6233;SPC NJ       -   171,755.5     153,478.7     MT  (+/- 3 meters HH1 GPS) 
 DM6233
 DM6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4591970125(NAD 83)
 DM6233
 DM6233                          SUPERSEDED SURVEY CONTROL
 DM6233
 DM6233.No superseded survey control is available for this station.
 DM6233
 DM6233_MARKER: DD = SURVEY DISK
 DM6233_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6233_SP_SET: JUNCTION CHAMBER
 DM6233_STAMPING: 12 C 5 2008
 DM6233_MARK LOGO: NJGS
 DM6233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6233+STABILITY: SURFACE MOTION
 DM6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6233+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 DM6233
 DM6233  HISTORY     - Date     Condition        Report By
 DM6233  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6233
 DM6233                          STATION DESCRIPTION
 DM6233
 DM6233'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6233'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE GROUNDS OF
 DM6233'THE AND IN THE REAR OF THE BARNES AND NOBLE WAREHOUSE.
 DM6233'
 DM6233'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6233'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 2.3 MI (3.7 KM) EAST ON ROUTE
 DM6233'522 TO THE JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 DM6233'TURN LEFT AND GO 0.5 MI (0.8 KM) NORTH ON ROUTE 535 TO THE JUNCTION
 DM6233'WITH DEANS RHODE HALL ROAD.  TURN LEFT AND GO 0.25 MI (0.4 KM) WEST ON
 DM6233'DEANS RHODE HALL ROAD TO A DRIVEWAY LEADING SOUTH INTO THE REAR OF THE
 DM6233'WAREHOUSE.  TURN LEFT AND GO ABOUT 150 FT (45.7 M) TO THE STATION ON
 DM6233'THE RIGHT.
 DM6233'
 DM6233'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 12 FT
 DM6233'(3.7 M) BY 16 FT (4.9 M) CONCRETE JUNCTION CHAMBER SURROUNDED BY
 DM6233'PLANTINGS.  THE CHAMBER IF BETWEEN THE NORTHWEST CORNER OF THE
 DM6233'WAREHOUSE AND A DETENTION BASIN.
 DM6233'
 DM6233'THE STATION IS 147 FT (44.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DM6233'DEAN RHODE HALL ROAD, 126 FT (38.4 M) SOUTH-SOUTHWEST OF A FIRE
 DM6233'HYDRANT, 33 FT (10.1 M) NORTHWEST OF A LIGHT POLE, 133.5 FT (40.7 M)
 DM6233'NORTHWEST OF THE NORTHWEST CORNER OF THE WAREHOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7421 ***********************************************************************
 DM7421  DESIGNATION -  12 C 6
 DM7421  PID         -  DM7421
 DM7421  STATE/COUNTY-  NJ/MIDDLESEX
 DM7421  COUNTRY     -  US
 DM7421  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7421
 DM7421                         *CURRENT SURVEY CONTROL
 DM7421  ______________________________________________________________________
 DM7421* NAD 83(1986) POSITION- 40 29 51.     (N) 074 26 10.     (W)   SCALED
 DM7421* NAVD 88 ORTHO HEIGHT -     8.618 (meters)       28.27  (feet) ADJUSTED
 DM7421  ______________________________________________________________________
 DM7421  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 DM7421  DYNAMIC HEIGHT  -          8.614 (meters)       28.26  (feet) COMP
 DM7421  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 DM7421
 DM7421  VERT ORDER      -  FIRST     CLASS II
 DM7421
 DM7421.The horizontal coordinates were scaled from a map and have
 DM7421.an estimated accuracy of +/- 6 seconds.
 DM7421
 DM7421.The orthometric height was determined by differential leveling and
 DM7421.adjusted by the NATIONAL GEODETIC SURVEY
 DM7421.in April 2013.
 DM7421
 DM7421.No vertical observational check was made to the station.
 DM7421
 DM7421.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7421.GEOID18 height accuracy estimate available here.
 DM7421
 DM7421.Click photographs - Photos may exist for this station.
 DM7421
 DM7421.The dynamic height is computed by dividing the NAVD 88
 DM7421.geopotential number by the normal gravity value computed on the
 DM7421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7421.degrees latitude (g = 980.6199 gals.).
 DM7421
 DM7421.The modeled gravity was interpolated from observed gravity values.
 DM7421
 DM7421;                    North         East    Units  Estimated Accuracy
 DM7421;SPC NJ       -   184,750.      155,420.      MT  (+/- 180 meters Scaled)
 DM7421
 DM7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK477831(NAD 83)
 DM7421
 DM7421                          SUPERSEDED SURVEY CONTROL
 DM7421
 DM7421.No superseded survey control is available for this station.
 DM7421
 DM7421_MARKER: DD = SURVEY DISK
 DM7421_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7421_SP_SET: RETAINING WALL
 DM7421_STAMPING: 12 C 6 2010
 DM7421_MARK LOGO: NJGS
 DM7421_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7421+STABILITY: SURFACE MOTION
 DM7421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7421+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7421
 DM7421  HISTORY     - Date     Condition        Report By
 DM7421  HISTORY     - 20100713 MONUMENTED       NJGS
 DM7421
 DM7421                          STATION DESCRIPTION
 DM7421
 DM7421'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7421'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST OF SOUTH AMBOY, 7.3
 DM7421'MI (11.7 KM) SOUTHEAST OF BOUND BROOK AND 1.2 MI (1.9 KM) NORTHEAST OF
 DM7421'NEW BRUNSWICK.
 DM7421'
 DM7421'THE STATION IS LOCATED IN THE BOROUGH OF HIGHLAND PARK, SET IN A DRILL
 DM7421'HOLE AT THE SIDEWALK LEVEL IN THE EAST END OF A TAPERED RETAINING WALL
 DM7421'LEADING FROM THE EAST END OF THE SOUTH BALUSTRADE FOR THE ALBANY
 DM7421'STREET/RARITAN AVENUE (NEW JERSEY ROUTE 27) BRIDGE SPANNING THE
 DM7421'RARITAN RIVER.
 DM7421'
 DM7421'THE STATION IS AT THE JUNCTION OF RARITAN AVENUE AND RIVER ROAD
 DM7421'(COUNTY ROAD 622), 77.6 FT (23.7 M) EAST OF THE EAST END OF THE BRIDGE
 DM7421'BALUSTRADE, 4 FT (1.2 M) EAST OF THE CENTERLINE EXTENDED OF RIVER
 DM7421'ROAD, 1 FT (0.3 M) SOUTH OF THE SOUTH CURB OF RARITAN AVENUE, 4 FT
 DM7421'(1.2 M) NORTHEAST OF A TRAFFIC SIGNAL, 12 FT (3.7 M) NORTH OF THE
 DM7421'NORTH FACE OF A 10 FT (3.0 M) CONCRETE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0835 ***********************************************************************
 DQ0835  DESIGNATION -  12 C 7
 DQ0835  PID         -  DQ0835
 DQ0835  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0835  COUNTRY     -  US
 DQ0835  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0835
 DQ0835                         *CURRENT SURVEY CONTROL
 DQ0835  ______________________________________________________________________
 DQ0835* NAD 83(1986) POSITION- 40 24 26.87   (N) 074 20 08.65   (W)   HD_HELD1
 DQ0835* NAVD 88 ORTHO HEIGHT -     8.864 (meters)       29.08  (feet) ADJUSTED
 DQ0835  ______________________________________________________________________
 DQ0835  GEOID HEIGHT    -        -32.531 (meters)                     GEOID18
 DQ0835  DYNAMIC HEIGHT  -          8.860 (meters)       29.07  (feet) COMP
 DQ0835  MODELED GRAVITY -    980,207.9   (mgal)                       NAVD 88
 DQ0835
 DQ0835  VERT ORDER      -  FIRST     CLASS II
 DQ0835
 DQ0835.The horizontal coordinates were determined by differentially corrected
 DQ0835.hand held GPS observations or other comparable positioning techniques
 DQ0835.and have an estimated accuracy of +/- 3 meters.
 DQ0835
 DQ0835.The orthometric height was determined by differential leveling and
 DQ0835.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0835.in February 2016.
 DQ0835
 DQ0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0835.GEOID18 height accuracy estimate available here.
 DQ0835
 DQ0835.Click photographs - Photos may exist for this station.
 DQ0835
 DQ0835.The dynamic height is computed by dividing the NAVD 88
 DQ0835.geopotential number by the normal gravity value computed on the
 DQ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0835.degrees latitude (g = 980.6199 gals.).
 DQ0835
 DQ0835.The modeled gravity was interpolated from observed gravity values.
 DQ0835
 DQ0835;                    North         East    Units  Estimated Accuracy
 DQ0835;SPC NJ       -   174,767.0     163,942.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0835
 DQ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5636373195(NAD 83)
 DQ0835
 DQ0835                          SUPERSEDED SURVEY CONTROL
 DQ0835
 DQ0835.No superseded survey control is available for this station.
 DQ0835
 DQ0835_MARKER: DD = SURVEY DISK
 DQ0835_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ0835+WITH SETTING: PAVEMENT
 DQ0835_SP_SET: ACCESS CHAMBER
 DQ0835_STAMPING: 12 C 7 2015
 DQ0835_MARK LOGO: NJGS
 DQ0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0835+STABILITY: SURFACE MOTION
 DQ0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0835+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0835
 DQ0835  HISTORY     - Date     Condition        Report By
 DQ0835  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0835
 DQ0835                          STATION DESCRIPTION
 DQ0835
 DQ0835'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0835'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF JAMESBURG,
 DQ0835'6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY JUNCTION AND 5.4 MI
 DQ0835'(8.7 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY, IN OLD BRIDGE TOWNSHIP.
 DQ0835'
 DQ0835'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0835'HIGHWAY 79) AND NEW BRUNSWICK AVENUE/OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0835'ROUTE 516), GO 5.1 MI (8.2 KM) ) EAST ON COUNTY ROUTE 516 TO THE
 DQ0835'JUNCTION WITH MANNINO PARK DRIVE.  TURN RIGHT AND GO ABOUT 150 FT
 DQ0835'(45.7 M) TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE IN THE
 DQ0835'SOUTHWEST CORNER OF AN ACCESS CHAMBER ON THE EAST SIDE OF MANNINO PARK
 DQ0835'DRIVE.
 DQ0835'
 DQ0835'IT IS ALSO 1.6 MI (2.6 KM) EAST ON OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0835'ROUTE 516) FROM THE U.S. ROUTE 9 BRIDGE.
 DQ0835'
 DQ0835'IT IS 31.5 FT (9.6 M) EAST OF THE CENTERLINE OF MANNINO PARK DRIVE,
 DQ0835'127 FT (38.7 M) NORTH OF THE NORTH CURB OF OLD BRIDGE-MATAWAN ROAD
 DQ0835'(COUNTY ROUTE 516), 11.5 FT (3.5 M) EAST OF THE CENTERLINE OF THE
 DQ0835'WALKWAY, 0.5 FT (15 CM) NORTH OF THE SOUTHWEST EDGE OF THE CHAMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6669 ***********************************************************************
 KV6669  DESIGNATION -  12 D 1
 KV6669  PID         -  KV6669
 KV6669  STATE/COUNTY-  NJ/MIDDLESEX
 KV6669  COUNTRY     -  US
 KV6669  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6669
 KV6669                         *CURRENT SURVEY CONTROL
 KV6669  ______________________________________________________________________
 KV6669* NAD 83(2011) POSITION- 40 20 08.46442(N) 074 35 19.46058(W)   ADJUSTED
 KV6669* NAD 83(2011) ELLIP HT-    -7.735 (meters)        (06/27/12)   ADJUSTED
 KV6669* NAD 83(2011) EPOCH   -  2010.00
 KV6669* NAVD 88 ORTHO HEIGHT -    25.342 (meters)       83.14  (feet) ADJUSTED
 KV6669  ______________________________________________________________________
 KV6669  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 KV6669  NAD 83(2011) X  -  1,293,824.723 (meters)                     COMP
 KV6669  NAD 83(2011) Y  - -4,693,597.690 (meters)                     COMP
 KV6669  NAD 83(2011) Z  -  4,106,463.523 (meters)                     COMP
 KV6669  LAPLACE CORR    -          5.77  (seconds)                    DEFLEC18
 KV6669  DYNAMIC HEIGHT  -         25.331 (meters)       83.11  (feet) COMP
 KV6669  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 KV6669
 KV6669  VERT ORDER      -  FIRST     CLASS II
 KV6669
 KV6669  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6669  Standards:
 KV6669         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6669            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6669  -------------------------------------------------------------------
 KV6669  NETWORK    0.69   0.78           0.27   0.29   0.40     -0.01252900
 KV6669  -------------------------------------------------------------------
 KV6669  Click here for local accuracies and other accuracy information.
 KV6669
 KV6669.The horizontal coordinates were established by GPS observations
 KV6669.and adjusted by the National Geodetic Survey in June 2012.
 KV6669
 KV6669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6669.been affixed to the stable North American tectonic plate. See 
 KV6669.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6669
 KV6669.The horizontal coordinates are valid at the epoch date displayed above
 KV6669.which is a decimal equivalence of Year/Month/Day.
 KV6669
 KV6669.The orthometric height was determined by differential leveling and
 KV6669.adjusted by the NATIONAL GEODETIC SURVEY
 KV6669.in April 1995.
 KV6669
 KV6669.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6669.GEOID18 height accuracy estimate available here.
 KV6669
 KV6669.Click photographs - Photos may exist for this station.
 KV6669
 KV6669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6669
 KV6669.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6669
 KV6669.The ellipsoidal height was determined by GPS observations
 KV6669.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6669
 KV6669;                    North         East     Units Scale Factor Converg.
 KV6669;SPC NJ       -   166,788.155   142,460.221   MT  0.99990070   -0 03 26.8
 KV6669;SPC NJ       -   547,204.14    467,388.24   sFT  0.99990070   -0 03 26.8
 KV6669;UTM  18      - 4,465,097.153   534,932.655   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3493265097(NAD 83)
 KV6669
 KV6669                          SUPERSEDED SURVEY CONTROL
 KV6669
 KV6669  NAD 83(2007)-  40 20 08.46480(N)    074 35 19.46125(W) AD(2002.00) 0
 KV6669  ELLIP H (02/10/07)   -7.720  (m)                       GP(2002.00)    
 KV6669  ELLIP H (10/23/02)   -7.706  (m)                       GP(       ) 4 1
 KV6669  NAD 83(1996)-  40 20 08.46511(N)    074 35 19.46135(W) AD(       ) 1
 KV6669  ELLIP H (05/14/99)   -7.704  (m)                       GP(       ) 4 1
 KV6669  NAD 83(1986)-  40 20 08.46501(N)    074 35 19.46360(W) AD(       ) 1
 KV6669  NAVD 88              25.34   (m)           83.1    (f) LEVELING    3  
 KV6669  NGVD 29              25.67   (m)           84.2    (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
 KV6669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6669.See file dsdata.pdf to determine how the superseded data were derived.
 KV6669
 KV6669_MARKER: DD = SURVEY DISK
 KV6669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6669_STAMPING: 12 D 1 1990
 KV6669_MARK LOGO: NJGS
 KV6669_PROJECTION: FLUSH
 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 - November 02, 2006
 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  HISTORY     - 20061102 GOOD             INDIV
 KV6669  HISTORY     - 20190729 MARK NOT FOUND   NJGS
 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.
 KV6669
 KV6669                          STATION RECOVERY (2006)
 KV6669
 KV6669'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JWW)
 KV6669'RECOVERED IN GOOD CONDITION. HOWEVER, THE CHAINLINK FENCE AND SAND
 KV6669'PLAYGROUND NO LONGER EXIST.
 KV6669
 KV6669                          STATION RECOVERY (2019)
 KV6669
 KV6669'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6669'THE LOCATION OF MARK FALLS UNDER NEW PAVED WALKING PATH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6723 ***********************************************************************
 KV6723  DESIGNATION -  12 D 2
 KV6723  PID         -  KV6723
 KV6723  STATE/COUNTY-  NJ/MIDDLESEX
 KV6723  COUNTRY     -  US
 KV6723  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6723
 KV6723                         *CURRENT SURVEY CONTROL
 KV6723  ______________________________________________________________________
 KV6723* NAD 83(2011) POSITION- 40 25 05.15073(N) 074 27 48.07654(W)   ADJUSTED
 KV6723* NAD 83(2011) ELLIP HT-    -3.946 (meters)        (06/27/12)   ADJUSTED
 KV6723* NAD 83(2011) EPOCH   -  2010.00
 KV6723* NAVD 88 ORTHO HEIGHT -    28.9   (meters)       95.    (feet) GPS OBS
 KV6723  ______________________________________________________________________
 KV6723  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6723  GEOID HEIGHT    -        -32.990 (meters)                     GEOID90
 KV6723  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 KV6723  NAD 83(2011) X  -  1,302,505.800 (meters)                     COMP
 KV6723  NAD 83(2011) Y  - -4,685,046.181 (meters)                     COMP
 KV6723  NAD 83(2011) Z  -  4,113,437.412 (meters)                     COMP
 KV6723  LAPLACE CORR    -          5.68  (seconds)                    DEFLEC18
 KV6723
 KV6723  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6723  Standards:
 KV6723         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6723            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6723  -------------------------------------------------------------------
 KV6723  NETWORK    0.53   0.73           0.17   0.25   0.37     -0.00610126
 KV6723  -------------------------------------------------------------------
 KV6723  Click here for local accuracies and other accuracy information.
 KV6723
 KV6723.The horizontal coordinates were established by GPS observations
 KV6723.and adjusted by the National Geodetic Survey in June 2012.
 KV6723
 KV6723.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6723.been affixed to the stable North American tectonic plate. See 
 KV6723.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6723
 KV6723.The horizontal coordinates are valid at the epoch date displayed above
 KV6723.which is a decimal equivalence of Year/Month/Day.
 KV6723
 KV6723.The orthometric height was determined by GPS observations and a
 KV6723.high-resolution geoid model.
 KV6723
 KV6723.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6723.GEOID18 height accuracy estimate available here.
 KV6723
 KV6723.Click photographs - Photos may exist for this station.
 KV6723
 KV6723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6723
 KV6723.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6723
 KV6723.The ellipsoidal height was determined by GPS observations
 KV6723.and is referenced to NAD 83.
 KV6723
 KV6723. The following values were computed from the NAD 83(2011) position.
 KV6723
 KV6723;                    North         East     Units Scale Factor Converg.
 KV6723;SPC NJ       -   175,935.385   153,109.813   MT  0.99990012   +0 01 25.5
 KV6723;SPC NJ       -   577,214.68    502,327.78   sFT  0.99990012   +0 01 25.5
 KV6723;UTM  18      - 4,474,301.863   545,527.396   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 03.0
 KV6723:UTM  18      -  12 C 2                                   037 18 35.9
 KV6723
 KV6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4552774301(NAD 83)
 KV6723
 KV6723|---------------------------------------------------------------------|
 KV6723| PID    Reference Object                     Distance      Geod. Az  |
 KV6723|                                                           dddmmss.s |
 KV6723| KV6722 12 C 2                              APPROX. 0.5 KM 0373928.5 |
 KV6723|---------------------------------------------------------------------|
 KV6723
 KV6723                          SUPERSEDED SURVEY CONTROL
 KV6723
 KV6723  NAD 83(2007)-  40 25 05.15104(N)    074 27 48.07716(W) AD(2002.00) 0
 KV6723  ELLIP H (02/10/07)   -3.935  (m)                       GP(2002.00)    
 KV6723  ELLIP H (10/23/02)   -3.931  (m)                       GP(       ) 4 1
 KV6723  NAD 83(1996)-  40 25 05.15128(N)    074 27 48.07732(W) AD(       ) 1
 KV6723  ELLIP H (05/14/99)   -3.928  (m)                       GP(       ) 4 1
 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
 KV6723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6723.See file dsdata.pdf to determine how the superseded data were derived.
 KV6723
 KV6723_MARKER: DD = SURVEY DISK
 KV6723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6938 ***********************************************************************
 KV6938  DESIGNATION -  12 D 3
 KV6938  PID         -  KV6938
 KV6938  STATE/COUNTY-  NJ/MIDDLESEX
 KV6938  COUNTRY     -  US
 KV6938  USGS QUAD   -  JAMESBURG (2019)
 KV6938
 KV6938                         *CURRENT SURVEY CONTROL
 KV6938  ______________________________________________________________________
 KV6938* NAD 83(2011) POSITION- 40 19 20.06335(N) 074 27 33.55300(W)   ADJUSTED
 KV6938* NAD 83(2011) ELLIP HT-    12.583 (meters)        (06/27/12)   ADJUSTED
 KV6938* NAD 83(2011) EPOCH   -  2010.00
 KV6938* NAVD 88 ORTHO HEIGHT -    45.3   (meters)      149.    (feet) GPS OBS
 KV6938  ______________________________________________________________________
 KV6938  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6938  GEOID HEIGHT    -        -32.950 (meters)                     GEOID93
 KV6938  GEOID HEIGHT    -        -32.676 (meters)                     GEOID18
 KV6938  NAD 83(2011) X  -  1,304,686.246 (meters)                     COMP
 KV6938  NAD 83(2011) Y  - -4,691,609.028 (meters)                     COMP
 KV6938  NAD 83(2011) Z  -  4,105,338.560 (meters)                     COMP
 KV6938  LAPLACE CORR    -          5.27  (seconds)                    DEFLEC18
 KV6938
 KV6938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6938  Standards:
 KV6938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6938  -------------------------------------------------------------------
 KV6938  NETWORK    0.52   0.69           0.20   0.22   0.35      0.14094125
 KV6938  -------------------------------------------------------------------
 KV6938  Click here for local accuracies and other accuracy information.
 KV6938
 KV6938.The horizontal coordinates were established by GPS observations
 KV6938.and adjusted by the National Geodetic Survey in June 2012.
 KV6938
 KV6938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6938.been affixed to the stable North American tectonic plate. See 
 KV6938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6938
 KV6938.The horizontal coordinates are valid at the epoch date displayed above
 KV6938.which is a decimal equivalence of Year/Month/Day.
 KV6938
 KV6938.The orthometric height was determined by GPS observations and a
 KV6938.high-resolution geoid model.
 KV6938
 KV6938.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6938.GEOID18 height accuracy estimate available here.
 KV6938
 KV6938.Click photographs - Photos may exist for this station.
 KV6938
 KV6938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6938
 KV6938.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6938
 KV6938.The ellipsoidal height was determined by GPS observations
 KV6938.and is referenced to NAD 83.
 KV6938
 KV6938. The following values were computed from the NAD 83(2011) position.
 KV6938
 KV6938;                    North         East     Units Scale Factor Converg.
 KV6938;SPC NJ       -   165,292.403   153,457.069   MT  0.99990015   +0 01 34.8
 KV6938;SPC NJ       -   542,296.83    503,467.07   sFT  0.99990015   +0 01 34.8
 KV6938;UTM  18      - 4,463,663.933   545,934.694   MT  0.99962597   +0 20 59.5
 KV6938
 KV6938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6938!SPC NJ       -   0.99999803  x   0.99990015  =   0.99989818
 KV6938!UTM  18      -   0.99999803  x   0.99962597  =   0.99962400
 KV6938
 KV6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4593463663(NAD 83)
 KV6938
 KV6938                          SUPERSEDED SURVEY CONTROL
 KV6938
 KV6938  NAD 83(2007)-  40 19 20.06370(N)    074 27 33.55358(W) AD(2002.00) 0
 KV6938  ELLIP H (02/10/07)   12.595  (m)                       GP(2002.00)    
 KV6938  ELLIP H (10/23/02)   12.601  (m)                       GP(       ) 4 1
 KV6938  NAD 83(1996)-  40 19 20.06392(N)    074 27 33.55379(W) AD(       ) 1
 KV6938  ELLIP H (05/14/99)   12.602  (m)                       GP(       ) 4 1
 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
 KV6938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6938.See file dsdata.pdf to determine how the superseded data were derived.
 KV6938
 KV6938_MARKER: DD = SURVEY DISK
 KV6938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 15, 2020
 KV6938
 KV6938  HISTORY     - Date     Condition        Report By
 KV6938  HISTORY     - 1991     MONUMENTED       NJGS
 KV6938  HISTORY     - 19920121 GOOD
 KV6938  HISTORY     - 20020705 GOOD             GEOCAC
 KV6938  HISTORY     - 20200415 GOOD             NJGS
 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.
 KV6938
 KV6938                          STATION RECOVERY (2020)
 KV6938
 KV6938'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6938'RECOVERED IN GOOD CONDITION, OPUS SHARED SOLUTION TAKEN AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DH2910 ***********************************************************************
 DH2910  DESIGNATION -  12 D 4
 DH2910  PID         -  DH2910
 DH2910  STATE/COUNTY-  NJ/MIDDLESEX
 DH2910  COUNTRY     -  US
 DH2910  USGS QUAD   -  PERTH AMBOY (2016)
 DH2910
 DH2910                         *CURRENT SURVEY CONTROL
 DH2910  ______________________________________________________________________
 DH2910* NAD 83(1986) POSITION- 40 35 37.     (N) 074 16 48.     (W)   SCALED
 DH2910* NAVD 88 ORTHO HEIGHT -     5.714 (meters)       18.75  (feet) ADJUSTED
 DH2910  ______________________________________________________________________
 DH2910  GEOID HEIGHT    -        -32.579 (meters)                     GEOID18
 DH2910  DYNAMIC HEIGHT  -          5.712 (meters)       18.74  (feet) COMP
 DH2910  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 DH2910
 DH2910  VERT ORDER      -  FIRST     CLASS II
 DH2910
 DH2910.The horizontal coordinates were scaled from a map and have
 DH2910.an estimated accuracy of +/- 6 seconds.
 DH2910
 DH2910.The orthometric height was determined by differential leveling and
 DH2910.adjusted by the NATIONAL GEODETIC SURVEY
 DH2910.in May 2006.
 DH2910
 DH2910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH2910.GEOID18 height accuracy estimate available here.
 DH2910
 DH2910.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK609938(NAD 83)
 DH2910
 DH2910                          SUPERSEDED SURVEY CONTROL
 DH2910
 DH2910.No superseded survey control is available for this station.
 DH2910
 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 = JULY 24, 2026 22:12:30 EDT
 DM6236 ***********************************************************************
 DM6236  DESIGNATION -  12 D 5
 DM6236  PID         -  DM6236
 DM6236  STATE/COUNTY-  NJ/MIDDLESEX
 DM6236  COUNTRY     -  US
 DM6236  USGS QUAD   -  JAMESBURG (2019)
 DM6236
 DM6236                         *CURRENT SURVEY CONTROL
 DM6236  ______________________________________________________________________
 DM6236* NAD 83(1986) POSITION- 40 22 18.     (N) 074 27 30.     (W)   SCALED
 DM6236* NAVD 88 ORTHO HEIGHT -    29.299 (meters)       96.13  (feet) ADJUSTED
 DM6236  ______________________________________________________________________
 DM6236  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 DM6236  DYNAMIC HEIGHT  -         29.286 (meters)       96.08  (feet) COMP
 DM6236  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 DM6236
 DM6236  VERT ORDER      -  FIRST     CLASS II
 DM6236
 DM6236.The horizontal coordinates were scaled from a map and have
 DM6236.an estimated accuracy of +/- 6 seconds.
 DM6236
 DM6236.The orthometric height was determined by differential leveling and
 DM6236.adjusted by the NATIONAL GEODETIC SURVEY
 DM6236.in May 2012.
 DM6236
 DM6236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6236.GEOID18 height accuracy estimate available here.
 DM6236
 DM6236.Click photographs - Photos may exist for this station.
 DM6236
 DM6236.The dynamic height is computed by dividing the NAVD 88
 DM6236.geopotential number by the normal gravity value computed on the
 DM6236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6236.degrees latitude (g = 980.6199 gals.).
 DM6236
 DM6236.The modeled gravity was interpolated from observed gravity values.
 DM6236
 DM6236;                    North         East    Units  Estimated Accuracy
 DM6236;SPC NJ       -   170,780.      153,540.      MT  (+/- 180 meters Scaled)
 DM6236
 DM6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK459691(NAD 83)
 DM6236
 DM6236                          SUPERSEDED SURVEY CONTROL
 DM6236
 DM6236.No superseded survey control is available for this station.
 DM6236
 DM6236_MARKER: DD = SURVEY DISK
 DM6236_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6236_SP_SET: SIGN FOUNDATION
 DM6236_STAMPING: 12 D 5 2008
 DM6236_MARK LOGO: NJGS
 DM6236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6236+STABILITY: SURFACE MOTION
 DM6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6236+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 DM6236
 DM6236  HISTORY     - Date     Condition        Report By
 DM6236  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6236
 DM6236                          STATION DESCRIPTION
 DM6236
 DM6236'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6236'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, SET IN A DRILL
 DM6236'HOLE IN THE EASTERLY OF TWO SIGN BASES FOR THE SUNOCO SIGN FOR THE GAS
 DM6236'STATION ON THE SOUTHWEST CORNER OF THE JUNCTION OF CRANBURY-SOUTH
 DM6236'RIVER ROAD (COUNTY ROUTE 535) AND RIDGE ROAD (COUNTY ROUTE 522).
 DM6236'
 DM6236'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6236'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 2.3 MI (3.7 KM) EAST ON ROUTE
 DM6236'522 TO THE JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535)
 DM6236'AND THE STATION ON THE RIGHT.
 DM6236'
 DM6236'THE STATION IS 36.2 FT (11.0 M) SOUTH OF THE SOUTH CURB OF RIDGE ROAD,
 DM6236'35.0 FT (10.7 M) WEST OF THE TRAFFIC SIGNAL, 44.5 FT (13.6 M) WEST OF
 DM6236'THE WEST CURB OF ROUTE 535, 115.6 FT (35.2 M) NORTH OF THE CENTERLINE
 DM6236'OF THE DRIVEWAY LEADING TO THE GAS STATION, 1 FT (0.3 M) NORTH OF THE
 DM6236'LEG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7420 ***********************************************************************
 DM7420  DESIGNATION -  12 D 6
 DM7420  PID         -  DM7420
 DM7420  STATE/COUNTY-  NJ/MIDDLESEX
 DM7420  COUNTRY     -  US
 DM7420  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7420
 DM7420                         *CURRENT SURVEY CONTROL
 DM7420  ______________________________________________________________________
 DM7420* NAD 83(1986) POSITION- 40 29 50.     (N) 074 26 22.     (W)   SCALED
 DM7420* NAVD 88 ORTHO HEIGHT -     5.446 (meters)       17.87  (feet) ADJUSTED
 DM7420  ______________________________________________________________________
 DM7420  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 DM7420  DYNAMIC HEIGHT  -          5.444 (meters)       17.86  (feet) COMP
 DM7420  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 DM7420
 DM7420  VERT ORDER      -  FIRST     CLASS II
 DM7420
 DM7420.The horizontal coordinates were scaled from a map and have
 DM7420.an estimated accuracy of +/- 6 seconds.
 DM7420
 DM7420.The orthometric height was determined by differential leveling and
 DM7420.adjusted by the NATIONAL GEODETIC SURVEY
 DM7420.in April 2013.
 DM7420
 DM7420.No vertical observational check was made to the station.
 DM7420
 DM7420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7420.GEOID18 height accuracy estimate available here.
 DM7420
 DM7420.Click photographs - Photos may exist for this station.
 DM7420
 DM7420.The dynamic height is computed by dividing the NAVD 88
 DM7420.geopotential number by the normal gravity value computed on the
 DM7420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7420.degrees latitude (g = 980.6199 gals.).
 DM7420
 DM7420.The modeled gravity was interpolated from observed gravity values.
 DM7420
 DM7420;                    North         East    Units  Estimated Accuracy
 DM7420;SPC NJ       -   184,720.      155,130.      MT  (+/- 180 meters Scaled)
 DM7420
 DM7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK475830(NAD 83)
 DM7420
 DM7420                          SUPERSEDED SURVEY CONTROL
 DM7420
 DM7420.No superseded survey control is available for this station.
 DM7420
 DM7420_MARKER: DD = SURVEY DISK
 DM7420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7420_SP_SET: BRIDGE ABUTMENT
 DM7420_STAMPING: 12 D 6 2010
 DM7420_MARK LOGO: NJGS
 DM7420_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7420+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7420
 DM7420  HISTORY     - Date     Condition        Report By
 DM7420  HISTORY     - 20100713 MONUMENTED       NJGS
 DM7420
 DM7420                          STATION DESCRIPTION
 DM7420
 DM7420'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7420'THE STATION IS LOCATED IN NEW BRUNSWICK, SET VERTICALLY IN A DRILL
 DM7420'HOLE IN THE SOUTH FACE OF THE EAST END OF THE NORTH BRIDGE ABUTMENT
 DM7420'FOR MEMORIAL PARKWAY (NEW JERSEY ROUTE 18) BRIDGE SPANNING ALBANY
 DM7420'STREET (NEW JERSEY ROUTE 27).
 DM7420'
 DM7420'THE STATION IS 15.0 FT (4.6 M) NORTH OF THE NORTH CURB OF ALBANY
 DM7420'STREET, 9.0 FT (2.7 M) WEST OF THE SOUTHEAST TURRET FOR THE ABUTMENT,
 DM7420'48.9 FT (14.9 M) WEST OF A TRAFFIC SIGN (JOHNSON DRIVE, TO ROUTE 18,
 DM7420'NEXT RIGHT), 45.9 FT (14.0 M) NORTHWEST OF STREET LIGHT NUMBER RB8149,
 DM7420'XX EAST OF THE CENTER OF THE BRIDGE FOR THE NORTHBOUND LANES OF NJ
 DM7420'ROUTE 18.
 DM7420'
 DM7420'THE STATION IS ABOUT 4 FT (1.2 M) ABOVE THE LEVEL OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0836 ***********************************************************************
 DQ0836  DESIGNATION -  12 D 7
 DQ0836  PID         -  DQ0836
 DQ0836  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0836  COUNTRY     -  US
 DQ0836  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0836
 DQ0836                         *CURRENT SURVEY CONTROL
 DQ0836  ______________________________________________________________________
 DQ0836* NAD 83(1986) POSITION- 40 24 35.73   (N) 074 20 45.59   (W)   HD_HELD1
 DQ0836* NAVD 88 ORTHO HEIGHT -     4.839 (meters)       15.88  (feet) ADJUSTED
 DQ0836  ______________________________________________________________________
 DQ0836  GEOID HEIGHT    -        -32.556 (meters)                     GEOID18
 DQ0836  DYNAMIC HEIGHT  -          4.837 (meters)       15.87  (feet) COMP
 DQ0836  MODELED GRAVITY -    980,205.6   (mgal)                       NAVD 88
 DQ0836
 DQ0836  VERT ORDER      -  FIRST     CLASS II
 DQ0836
 DQ0836.The horizontal coordinates were determined by differentially corrected
 DQ0836.hand held GPS observations or other comparable positioning techniques
 DQ0836.and have an estimated accuracy of +/- 3 meters.
 DQ0836
 DQ0836.The orthometric height was determined by differential leveling and
 DQ0836.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0836.in February 2016.
 DQ0836
 DQ0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0836.GEOID18 height accuracy estimate available here.
 DQ0836
 DQ0836.Click photographs - Photos may exist for this station.
 DQ0836
 DQ0836.The dynamic height is computed by dividing the NAVD 88
 DQ0836.geopotential number by the normal gravity value computed on the
 DQ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0836.degrees latitude (g = 980.6199 gals.).
 DQ0836
 DQ0836.The modeled gravity was interpolated from observed gravity values.
 DQ0836
 DQ0836;                    North         East    Units  Estimated Accuracy
 DQ0836;SPC NJ       -   175,038.7     163,070.6     MT  (+/- 3 meters HH1 GPS) 
 DQ0836
 DQ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5549073461(NAD 83)
 DQ0836
 DQ0836                          SUPERSEDED SURVEY CONTROL
 DQ0836
 DQ0836.No superseded survey control is available for this station.
 DQ0836
 DQ0836_MARKER: DD = SURVEY DISK
 DQ0836_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ0836_SP_SET: BRIDGE ABUTMENT
 DQ0836_STAMPING: 12 D 7 2015
 DQ0836_MARK LOGO: NJGS
 DQ0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0836+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0836
 DQ0836  HISTORY     - Date     Condition        Report By
 DQ0836  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0836
 DQ0836                          STATION DESCRIPTION
 DQ0836
 DQ0836'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0836'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF SOUTH
 DQ0836'AMBOY JUNCTION, 6.4 MI (10.3 KM) NORTHEAST OF JAMESBURG AND 5.5 MI
 DQ0836'(8.8 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY, IN OLD BRIDGE TOWNSHIP.
 DQ0836'
 DQ0836'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0836'HIGHWAY 79) AND NEW BRUNSWICK AVENUE/OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0836'ROUTE 516), GO 6.0 MI (9.7 KM) EAST ON COUNTY ROUTE 516 TO THE STATION
 DQ0836'ON THE RIGHT, SET IN A DRILL HOLE IN THE NORTH SIDE, BEHIND THE
 DQ0836'BALUSTRADE WALL, AT THE WEST END OF THE BRIDGE ABUTMENT FOR THE OLD
 DQ0836'BRIDGE-MATAWAN ROAD (COUNTY ROAD 516) OVER DEEP RUN.
 DQ0836'
 DQ0836'IT IS ALSO 2.1 MI (3.4 KM) EAST ON OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0836'ROUTE 516) FROM THE U.S. ROUTE 9 BRIDGE.
 DQ0836'
 DQ0836'IT IS 24 FT (7.3 M) NORTH OF THE CENTERLINE OF OLD BRIDGE-MATAWAN ROAD
 DQ0836'(COUNTY ROUTE 516), 3.5 FT (1.1 M) EAST OF THE WEST END OF THE
 DQ0836'BALUSTRADE WALL, 53 FT (16.2 M) WEST OF THE CENTER OF THE BRIDGE, 0.7
 DQ0836'FT (21 CM) NORTH OF THE NORTH FACE OF THE NORTH BALUSTRADE WALL, 60 FT
 DQ0836'(18.3 M) EAST OF THE WEST END OF THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6670 ***********************************************************************
 KV6670  DESIGNATION -  12 E 1
 KV6670  PID         -  KV6670
 KV6670  STATE/COUNTY-  NJ/MIDDLESEX
 KV6670  COUNTRY     -  US
 KV6670  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6670
 KV6670                         *CURRENT SURVEY CONTROL
 KV6670  ______________________________________________________________________
 KV6670* NAD 83(2011) POSITION- 40 19 28.44796(N) 074 33 11.81894(W)   ADJUSTED
 KV6670* NAD 83(2011) ELLIP HT-   -10.071 (meters)        (06/27/12)   ADJUSTED
 KV6670* NAD 83(2011) EPOCH   -  2010.00
 KV6670* NAVD 88 ORTHO HEIGHT -    22.873 (meters)       75.04  (feet) ADJUSTED
 KV6670  ______________________________________________________________________
 KV6670  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 KV6670  NAD 83(2011) X  -  1,296,941.273 (meters)                     COMP
 KV6670  NAD 83(2011) Y  - -4,693,564.395 (meters)                     COMP
 KV6670  NAD 83(2011) Z  -  4,105,521.074 (meters)                     COMP
 KV6670  LAPLACE CORR    -          5.79  (seconds)                    DEFLEC18
 KV6670  DYNAMIC HEIGHT  -         22.862 (meters)       75.01  (feet) COMP
 KV6670  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 KV6670
 KV6670  VERT ORDER      -  FIRST     CLASS II
 KV6670
 KV6670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6670  Standards:
 KV6670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6670  -------------------------------------------------------------------
 KV6670  NETWORK    0.54   0.67           0.20   0.24   0.34      0.06725622
 KV6670  -------------------------------------------------------------------
 KV6670  Click here for local accuracies and other accuracy information.
 KV6670
 KV6670.The horizontal coordinates were established by GPS observations
 KV6670.and adjusted by the National Geodetic Survey in June 2012.
 KV6670
 KV6670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6670.been affixed to the stable North American tectonic plate. See 
 KV6670.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6670
 KV6670.The horizontal coordinates are valid at the epoch date displayed above
 KV6670.which is a decimal equivalence of Year/Month/Day.
 KV6670
 KV6670.The orthometric height was determined by differential leveling and
 KV6670.adjusted by the NATIONAL GEODETIC SURVEY
 KV6670.in April 1995.
 KV6670
 KV6670.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6670.GEOID18 height accuracy estimate available here.
 KV6670
 KV6670.Click photographs - Photos may exist for this station.
 KV6670
 KV6670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6670
 KV6670.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6670
 KV6670.The ellipsoidal height was determined by GPS observations
 KV6670.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6670
 KV6670;                    North         East     Units Scale Factor Converg.
 KV6670;SPC NJ       -   165,551.566   145,472.024   MT  0.99990025   -0 02 04.1
 KV6670;SPC NJ       -   543,147.10    477,269.47   sFT  0.99990025   -0 02 04.1
 KV6670;UTM  18      - 4,463,877.940   537,950.537   MT  0.99961773   +0 17 20.7
 KV6670
 KV6670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6670!SPC NJ       -   1.00000158  x   0.99990025  =   0.99990183
 KV6670!UTM  18      -   1.00000158  x   0.99961773  =   0.99961931
 KV6670
 KV6670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3795063877(NAD 83)
 KV6670
 KV6670                          SUPERSEDED SURVEY CONTROL
 KV6670
 KV6670  NAD 83(2007)-  40 19 28.44832(N)    074 33 11.81959(W) AD(2002.00) 0
 KV6670  ELLIP H (02/10/07)  -10.057  (m)                       GP(2002.00)    
 KV6670  ELLIP H (10/23/02)  -10.044  (m)                       GP(       ) 4 1
 KV6670  NAD 83(1996)-  40 19 28.44860(N)    074 33 11.81972(W) AD(       ) 1
 KV6670  ELLIP H (05/14/99)  -10.043  (m)                       GP(       ) 4 1
 KV6670  NAD 83(1986)-  40 19 28.44852(N)    074 33 11.82194(W) AD(       ) 1
 KV6670  NAVD 88              22.87   (m)           75.0    (f) LEVELING    3  
 KV6670  NGVD 29              23.20   (m)           76.1    (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
 KV6670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6670.See file dsdata.pdf to determine how the superseded data were derived.
 KV6670
 KV6670_MARKER: DD = SURVEY DISK
 KV6670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6724 ***********************************************************************
 KV6724  DESIGNATION -  12 E 2
 KV6724  PID         -  KV6724
 KV6724  STATE/COUNTY-  NJ/MIDDLESEX
 KV6724  COUNTRY     -  US
 KV6724  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6724
 KV6724                         *CURRENT SURVEY CONTROL
 KV6724  ______________________________________________________________________
 KV6724* NAD 83(2011) POSITION- 40 25 00.43925(N) 074 25 03.21420(W)   ADJUSTED
 KV6724* NAD 83(2011) ELLIP HT-     0.223 (meters)        (06/27/12)   ADJUSTED
 KV6724* NAD 83(2011) EPOCH   -  2010.00
 KV6724* NAVD 88 ORTHO HEIGHT -    33.0   (meters)      108.    (feet) GPS OBS
 KV6724  ______________________________________________________________________
 KV6724  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6724  GEOID HEIGHT    -        -32.870 (meters)                     GEOID90
 KV6724  GEOID HEIGHT    -        -32.744 (meters)                     GEOID18
 KV6724  NAD 83(2011) X  -  1,306,276.188 (meters)                     COMP
 KV6724  NAD 83(2011) Y  - -4,684,097.441 (meters)                     COMP
 KV6724  NAD 83(2011) Z  -  4,113,329.472 (meters)                     COMP
 KV6724  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 KV6724
 KV6724  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6724  Standards:
 KV6724         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6724            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6724  -------------------------------------------------------------------
 KV6724  NETWORK    0.42   0.55           0.15   0.19   0.28      0.04246800
 KV6724  -------------------------------------------------------------------
 KV6724  Click here for local accuracies and other accuracy information.
 KV6724
 KV6724.The horizontal coordinates were established by GPS observations
 KV6724.and adjusted by the National Geodetic Survey in June 2012.
 KV6724
 KV6724.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6724.been affixed to the stable North American tectonic plate. See 
 KV6724.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6724
 KV6724.The horizontal coordinates are valid at the epoch date displayed above
 KV6724.which is a decimal equivalence of Year/Month/Day.
 KV6724
 KV6724.The orthometric height was determined by GPS observations and a
 KV6724.high-resolution geoid model.
 KV6724
 KV6724.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6724.GEOID18 height accuracy estimate available here.
 KV6724
 KV6724.Click photographs - Photos may exist for this station.
 KV6724
 KV6724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6724
 KV6724.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6724
 KV6724.The ellipsoidal height was determined by GPS observations
 KV6724.and is referenced to NAD 83.
 KV6724
 KV6724. The following values were computed from the NAD 83(2011) position.
 KV6724
 KV6724;                    North         East     Units Scale Factor Converg.
 KV6724;SPC NJ       -   175,792.692   156,996.225   MT  0.99990060   +0 03 12.4
 KV6724;SPC NJ       -   576,746.52    515,078.45   sFT  0.99990060   +0 03 12.4
 KV6724;UTM  18      - 4,474,181.194   549,413.494   MT  0.99963006   +0 22 39.5
 KV6724
 KV6724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6724!SPC NJ       -   0.99999997  x   0.99990060  =   0.99990057
 KV6724!UTM  18      -   0.99999997  x   0.99963006  =   0.99963003
 KV6724
 KV6724:                Primary Azimuth Mark                     Grid Az
 KV6724:SPC NJ       -  12 F 2                                   080 39 08.3
 KV6724:UTM  18      -  12 F 2                                   080 19 41.2
 KV6724
 KV6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4941374181(NAD 83)
 KV6724
 KV6724|---------------------------------------------------------------------|
 KV6724| PID    Reference Object                     Distance      Geod. Az  |
 KV6724|                                                           dddmmss.s |
 KV6724| KV6725 12 F 2                              461.075 METERS 0804220.7 |
 KV6724|---------------------------------------------------------------------|
 KV6724
 KV6724                          SUPERSEDED SURVEY CONTROL
 KV6724
 KV6724  NAD 83(2007)-  40 25 00.43956(N)    074 25 03.21482(W) AD(2002.00) 0
 KV6724  ELLIP H (02/10/07)    0.235  (m)                       GP(2002.00)    
 KV6724  ELLIP H (10/23/02)    0.236  (m)                       GP(       ) 4 1
 KV6724  NAD 83(1996)-  40 25 00.43983(N)    074 25 03.21502(W) AD(       ) 1
 KV6724  ELLIP H (05/14/99)    0.239  (m)                       GP(       ) 4 1
 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
 KV6724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6724.See file dsdata.pdf to determine how the superseded data were derived.
 KV6724
 KV6724_MARKER: DD = SURVEY DISK
 KV6724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20200415 MARK NOT FOUND   NJGS
 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.
 KV6724
 KV6724                          STATION RECOVERY (2020)
 KV6724
 KV6724'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6724'NOT FOUND AFTER SEARCH WITH GPS, METAL DETECTOR AND PROBE.  POSITION
 KV6724'PLACES MONUMENT UNDER LARGE GROUP OF PINE TREES LIKELY MAKING IT
 KV6724'UNUSABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6939 ***********************************************************************
 KV6939  DESIGNATION -  12 E 3
 KV6939  PID         -  KV6939
 KV6939  STATE/COUNTY-  NJ/MIDDLESEX
 KV6939  COUNTRY     -  US
 KV6939  USGS QUAD   -  JAMESBURG (2019)
 KV6939
 KV6939                         *CURRENT SURVEY CONTROL
 KV6939  ______________________________________________________________________
 KV6939* NAD 83(2011) POSITION- 40 17 47.61277(N) 074 28 22.91487(W)   ADJUSTED
 KV6939* NAD 83(2011) ELLIP HT-     9.209 (meters)        (06/27/12)   ADJUSTED
 KV6939* NAD 83(2011) EPOCH   -  2010.00
 KV6939* NAVD 88 ORTHO HEIGHT -    41.9   (meters)      137.    (feet) GPS OBS
 KV6939  ______________________________________________________________________
 KV6939  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6939  GEOID HEIGHT    -        -32.930 (meters)                     GEOID93
 KV6939  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 KV6939  NAD 83(2011) X  -  1,304,056.580 (meters)                     COMP
 KV6939  NAD 83(2011) Y  - -4,693,696.065 (meters)                     COMP
 KV6939  NAD 83(2011) Z  -  4,103,161.850 (meters)                     COMP
 KV6939  LAPLACE CORR    -          5.21  (seconds)                    DEFLEC18
 KV6939
 KV6939  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6939  Standards:
 KV6939         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6939            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6939  -------------------------------------------------------------------
 KV6939  NETWORK    0.67   0.88           0.24   0.30   0.45      0.13421798
 KV6939  -------------------------------------------------------------------
 KV6939  Click here for local accuracies and other accuracy information.
 KV6939
 KV6939.The horizontal coordinates were established by GPS observations
 KV6939.and adjusted by the National Geodetic Survey in June 2012.
 KV6939
 KV6939.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6939.been affixed to the stable North American tectonic plate. See 
 KV6939.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6939
 KV6939.The horizontal coordinates are valid at the epoch date displayed above
 KV6939.which is a decimal equivalence of Year/Month/Day.
 KV6939
 KV6939.The orthometric height was determined by GPS observations and a
 KV6939.high-resolution geoid model.
 KV6939
 KV6939.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6939.GEOID18 height accuracy estimate available here.
 KV6939
 KV6939.Click photographs - Photos may exist for this station.
 KV6939
 KV6939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6939
 KV6939.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6939
 KV6939.The ellipsoidal height was determined by GPS observations
 KV6939.and is referenced to NAD 83.
 KV6939
 KV6939. The following values were computed from the NAD 83(2011) position.
 KV6939
 KV6939;                    North         East     Units Scale Factor Converg.
 KV6939;SPC NJ       -   162,440.641   152,292.687   MT  0.99990006   +0 01 02.8
 KV6939;SPC NJ       -   532,940.67    499,646.92   sFT  0.99990006   +0 01 02.8
 KV6939;UTM  18      - 4,460,806.428   544,786.746   MT  0.99962469   +0 20 26.9
 KV6939
 KV6939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6939!SPC NJ       -   0.99999856  x   0.99990006  =   0.99989862
 KV6939!UTM  18      -   0.99999856  x   0.99962469  =   0.99962325
 KV6939
 KV6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4478660806(NAD 83)
 KV6939
 KV6939                          SUPERSEDED SURVEY CONTROL
 KV6939
 KV6939  NAD 83(2007)-  40 17 47.61313(N)    074 28 22.91545(W) AD(2002.00) 0
 KV6939  ELLIP H (02/10/07)    9.220  (m)                       GP(2002.00)    
 KV6939  ELLIP H (10/23/02)    9.230  (m)                       GP(       ) 4 1
 KV6939  NAD 83(1996)-  40 17 47.61336(N)    074 28 22.91564(W) AD(       ) 1
 KV6939  ELLIP H (05/14/99)    9.229  (m)                       GP(       ) 4 1
 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
 KV6939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6939.See file dsdata.pdf to determine how the superseded data were derived.
 KV6939
 KV6939_MARKER: DD = SURVEY DISK
 KV6939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 14, 2020
 KV6939
 KV6939  HISTORY     - Date     Condition        Report By
 KV6939  HISTORY     - 1991     MONUMENTED       NJGS
 KV6939  HISTORY     - 19920124 GOOD
 KV6939  HISTORY     - 20040913 GOOD             GEOCAC
 KV6939  HISTORY     - 20200414 GOOD             NJGS
 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.
 KV6939
 KV6939                          STATION RECOVERY (2020)
 KV6939
 KV6939'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6939'RECOVERED IN GOOD CONDITION, OPUS SHARED SOLUTION TAKEN AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7390 ***********************************************************************
 DM7390  DESIGNATION -  12 E 4
 DM7390  PID         -  DM7390
 DM7390  STATE/COUNTY-  NJ/MIDDLESEX
 DM7390  COUNTRY     -  US
 DM7390  USGS QUAD   -  PLAINFIELD (2019)
 DM7390
 DM7390                         *CURRENT SURVEY CONTROL
 DM7390  ______________________________________________________________________
 DM7390* NAD 83(1986) POSITION- 40 34 01.76   (N) 074 27 03.89   (W)   HD_HELD1
 DM7390* NAVD 88 ORTHO HEIGHT -    23.754 (meters)       77.93  (feet) ADJUSTED
 DM7390  ______________________________________________________________________
 DM7390  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 DM7390  DYNAMIC HEIGHT  -         23.744 (meters)       77.90  (feet) COMP
 DM7390  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 DM7390
 DM7390  VERT ORDER      -  FIRST     CLASS II
 DM7390
 DM7390.The horizontal coordinates were determined by differentially corrected
 DM7390.hand held GPS observations or other comparable positioning techniques
 DM7390.and have an estimated accuracy of +/- 3 meters.
 DM7390
 DM7390.The orthometric height was determined by differential leveling and
 DM7390.adjusted by the NATIONAL GEODETIC SURVEY
 DM7390.in April 2013.
 DM7390
 DM7390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7390.GEOID18 height accuracy estimate available here.
 DM7390
 DM7390.Click photographs - Photos may exist for this station.
 DM7390
 DM7390.The dynamic height is computed by dividing the NAVD 88
 DM7390.geopotential number by the normal gravity value computed on the
 DM7390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7390.degrees latitude (g = 980.6199 gals.).
 DM7390
 DM7390.The modeled gravity was interpolated from observed gravity values.
 DM7390
 DM7390;                    North         East    Units  Estimated Accuracy
 DM7390;SPC NJ       -   192,486.3     154,142.2     MT  (+/- 3 meters HH1 GPS) 
 DM7390
 DM7390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4646590853(NAD 83)
 DM7390
 DM7390                          SUPERSEDED SURVEY CONTROL
 DM7390
 DM7390.No superseded survey control is available for this station.
 DM7390
 DM7390_MARKER: DD = SURVEY DISK
 DM7390_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7390_SP_SET: CURB
 DM7390_STAMPING: 12 E 4 2004
 DM7390_MARK LOGO: NJGS
 DM7390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7390+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 DM7390
 DM7390  HISTORY     - Date     Condition        Report By
 DM7390  HISTORY     - 2004     MONUMENTED       NJGS
 DM7390  HISTORY     - 20100427 GOOD             NJGS
 DM7390  HISTORY     - 20231017 GOOD             NJGS
 DM7390
 DM7390                          STATION DESCRIPTION
 DM7390
 DM7390'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7390'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP.
 DM7390'
 DM7390'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH WASHINGTON AVENUE,
 DM7390'COUNTY ROAD 665, AND INTERSTATE HIGHWAY 287 AT INTERCHANGE 6, GO NORTH
 DM7390'ON SOUTH WASHINGTON AVENUE FOR 0.40 MI (0.6 KM) TO THE INTERSECTION
 DM7390'WITH STELTON ROAD, COUNTY ROAD 529 AT A TRAFFIC LIGHT.  TURN LEFT AND
 DM7390'GO WEST THEN NORTH ON STELTON ROAD FOR 0.2 MI (0.3 KM) TO THE SKEWED
 DM7390'INTERSECTION WITH STELTON ROAD, NOW COUNTY ROAD 665 AND WASHINGTON
 DM7390'AVENUE, NOW COUNTY ROAD 529.  CONTINUE NORTH ON WASHINGTON ROAD FOR
 DM7390'0.40 MI (0.6 KM) TO THE INTERSECTION WITH CARLTON AVENUE AT A TRAFFIC
 DM7390'LIGHT AND THE STATION ON THE LEFT, BEYOND THE INTERSECTION, SET FLUSH
 DM7390'IN A DRILL HOLE IN A CURB AT THE NORTHWEST CORNER OF THE INTERSECTION.
 DM7390'THE STATION IS 3.9 M (12.8 FT) SOUTH SOUTHWEST FROM WOOD UTILITY POLE
 DM7390'NUMBER 631911 C, 5.1 M (16.7 FT) NORTH FROM THE CENTER LINE OF CARLTON
 DM7390'AVENUE AND 11.2 M (36.7 FT) WEST FROM THE CENTER LINE OF WASHINGTON
 DM7390'AVENUE.
 DM7390
 DM7390                          STATION RECOVERY (2023)
 DM7390
 DM7390'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6237 ***********************************************************************
 DM6237  DESIGNATION -  12 E 5
 DM6237  PID         -  DM6237
 DM6237  STATE/COUNTY-  NJ/MIDDLESEX
 DM6237  COUNTRY     -  US
 DM6237  USGS QUAD   -  JAMESBURG (2019)
 DM6237
 DM6237                         *CURRENT SURVEY CONTROL
 DM6237  ______________________________________________________________________
 DM6237* NAD 83(1986) POSITION- 40 22 26.89   (N) 074 28 08.88   (W)   HD_HELD1
 DM6237* NAVD 88 ORTHO HEIGHT -    28.584 (meters)       93.78  (feet) ADJUSTED
 DM6237  ______________________________________________________________________
 DM6237  GEOID HEIGHT    -        -32.815 (meters)                     GEOID18
 DM6237  DYNAMIC HEIGHT  -         28.572 (meters)       93.74  (feet) COMP
 DM6237  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 DM6237
 DM6237  VERT ORDER      -  FIRST     CLASS II
 DM6237
 DM6237.The horizontal coordinates were determined by differentially corrected
 DM6237.hand held GPS observations or other comparable positioning techniques
 DM6237.and have an estimated accuracy of +/- 3 meters.
 DM6237
 DM6237.The orthometric height was determined by differential leveling and
 DM6237.adjusted by the NATIONAL GEODETIC SURVEY
 DM6237.in May 2012.
 DM6237
 DM6237.No vertical observational check was made to the station.
 DM6237
 DM6237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6237.GEOID18 height accuracy estimate available here.
 DM6237
 DM6237.Click photographs - Photos may exist for this station.
 DM6237
 DM6237.The dynamic height is computed by dividing the NAVD 88
 DM6237.geopotential number by the normal gravity value computed on the
 DM6237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6237.degrees latitude (g = 980.6199 gals.).
 DM6237
 DM6237.The modeled gravity was interpolated from observed gravity values.
 DM6237
 DM6237;                    North         East    Units  Estimated Accuracy
 DM6237;SPC NJ       -   171,054.1     152,621.1     MT  (+/- 3 meters HH1 GPS) 
 DM6237
 DM6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4506669419(NAD 83)
 DM6237
 DM6237                          SUPERSEDED SURVEY CONTROL
 DM6237
 DM6237.No superseded survey control is available for this station.
 DM6237
 DM6237_MARKER: DD = SURVEY DISK
 DM6237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6237_SP_SET: CULVERT
 DM6237_STAMPING: 12 E 5 2008
 DM6237_MARK LOGO: NJGS
 DM6237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6237+STABILITY: SURFACE MOTION
 DM6237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6237+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 DM6237
 DM6237  HISTORY     - Date     Condition        Report By
 DM6237  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6237
 DM6237                          STATION DESCRIPTION
 DM6237
 DM6237'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6237'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, SET IN A DRILL
 DM6237'HOLE IN THE SOUTH END OF THE WEST CULVERT HEADWALL ON TOWER ROAD FOR
 DM6237'THE SPILLWAY OF A LAKE ON THE SOUTH SIDE OF RIDGE ROAD.
 DM6237'
 DM6237'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6237'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 1.7 MI (2.7 KM) EAST ON ROUTE
 DM6237'522 TO THE JUNCTION WITH TOWER ROAD.  TURN RIGHT AND GO 160 FT (48.8
 DM6237'M) SOUTH ON TOWER ROAD (INDUSTRIAL PARK-NORTH 10-60 TOWER ROAD) TO THE
 DM6237'RIGHT.
 DM6237'
 DM6237'THE STATION IS 164 FT (50.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DM6237'ROUTE 522, 25 FT (7.6 M) WEST OF THE CENTERLINE OF TOWER ROAD, 4.5 FT
 DM6237'(1.4 M) NORTH OF THE SOUTH END OF THE CULVERT, 80 FT (24.4 M)
 DM6237'NORTHEAST OF THE NORTHEAST CORNER OF BUILDING NUMBER 10, 10 FT (3.0 M)
 DM6237'SOUTH-SOUTHWEST OF A GAS WARNING POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7430 ***********************************************************************
 DM7430  DESIGNATION -  12 E 6
 DM7430  PID         -  DM7430
 DM7430  STATE/COUNTY-  NJ/MIDDLESEX
 DM7430  COUNTRY     -  US
 DM7430  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7430
 DM7430                         *CURRENT SURVEY CONTROL
 DM7430  ______________________________________________________________________
 DM7430* NAD 83(1986) POSITION- 40 28 45.23   (N) 074 26 10.86   (W)   HD_HELD1
 DM7430* NAVD 88 ORTHO HEIGHT -    38.054 (meters)      124.85  (feet) ADJUSTED
 DM7430  ______________________________________________________________________
 DM7430  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 DM7430  DYNAMIC HEIGHT  -         38.038 (meters)      124.80  (feet) COMP
 DM7430  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 DM7430
 DM7430  VERT ORDER      -  FIRST     CLASS II
 DM7430
 DM7430.The horizontal coordinates were determined by differentially corrected
 DM7430.hand held GPS observations or other comparable positioning techniques
 DM7430.and have an estimated accuracy of +/- 3 meters.
 DM7430
 DM7430.The orthometric height was determined by differential leveling and
 DM7430.adjusted by the NATIONAL GEODETIC SURVEY
 DM7430.in April 2013.
 DM7430
 DM7430.No vertical observational check was made to the station.
 DM7430
 DM7430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7430.GEOID18 height accuracy estimate available here.
 DM7430
 DM7430.Click photographs - Photos may exist for this station.
 DM7430
 DM7430.The dynamic height is computed by dividing the NAVD 88
 DM7430.geopotential number by the normal gravity value computed on the
 DM7430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7430.degrees latitude (g = 980.6199 gals.).
 DM7430
 DM7430.The modeled gravity was interpolated from observed gravity values.
 DM7430
 DM7430;                    North         East    Units  Estimated Accuracy
 DM7430;SPC NJ       -   182,724.4     155,396.6     MT  (+/- 3 meters HH1 GPS) 
 DM7430
 DM7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4777581101(NAD 83)
 DM7430
 DM7430                          SUPERSEDED SURVEY CONTROL
 DM7430
 DM7430.No superseded survey control is available for this station.
 DM7430
 DM7430_MARKER: DD = SURVEY DISK
 DM7430_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7430_SP_SET: RETAINING WALL
 DM7430_STAMPING: 12 E 6 2010
 DM7430_MARK LOGO: NJGS
 DM7430_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7430+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DM7430
 DM7430  HISTORY     - Date     Condition        Report By
 DM7430  HISTORY     - 20100713 MONUMENTED       NJGS
 DM7430  HISTORY     - 20150317 GOOD             NJGS
 DM7430
 DM7430                          STATION DESCRIPTION
 DM7430
 DM7430'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7430'THE STATION IS LOCATED IN NEW BRUNSWICK.
 DM7430'
 DM7430'LOCATED ON RUTGERS UNIVERSITY, COOK COLLEGE CAMPUS, SET IN A DRILL
 DM7430'HOLE NEAR THE EAST END OF A CONCRETE RETAINING WALL AT THE LOADING
 DM7430'DOCKS ATTACHED TO THE SOUTHWEST CORNER OF THE RUTGERS UNIVERSITY FOOD
 DM7430'SCIENCE BUILDING FRONTING DUDLEY ROAD.
 DM7430'
 DM7430'THE STATION IS 96.5 FT (29.4 M) EAST OF THE CENTERLINE OF COLLEGE FARM
 DM7430'ROAD, 96 FT (29.3 M) NORTH OF THE CENTERLINE OF DUDLEY ROAD, 23 FT
 DM7430'(7.0 M) EAST OF THE WEST END OF THE WALL, 5 FT (1.5 M) WEST OF THE
 DM7430'SOUTHWEST CORNER OF THE FOOD SCIENCE BUILDING.
 DM7430
 DM7430                          STATION RECOVERY (2015)
 DM7430
 DM7430'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DM7430'RECOVERED IN GOOD CONDITION.
 DM7430'
 DM7430'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF SOUTH
 DM7430'AMBOY JUNCTION, 7.7 MI (12.4 KM) WEST OF SOUTH AMBOY AND 1.0 MI (1.6
 DM7430'KM) EAST-SOUTHEAST OF NEW BRUNSWICK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0837 ***********************************************************************
 DQ0837  DESIGNATION -  12 E 7
 DQ0837  PID         -  DQ0837
 DQ0837  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0837  COUNTRY     -  US
 DQ0837  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0837
 DQ0837                         *CURRENT SURVEY CONTROL
 DQ0837  ______________________________________________________________________
 DQ0837* NAD 83(1986) POSITION- 40 24 36.37   (N) 074 21 24.60   (W)   HD_HELD1
 DQ0837* NAVD 88 ORTHO HEIGHT -     6.869 (meters)       22.54  (feet) ADJUSTED
 DQ0837  ______________________________________________________________________
 DQ0837  GEOID HEIGHT    -        -32.581 (meters)                     GEOID18
 DQ0837  DYNAMIC HEIGHT  -          6.866 (meters)       22.53  (feet) COMP
 DQ0837  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 DQ0837
 DQ0837  VERT ORDER      -  FIRST     CLASS II
 DQ0837
 DQ0837.The horizontal coordinates were determined by differentially corrected
 DQ0837.hand held GPS observations or other comparable positioning techniques
 DQ0837.and have an estimated accuracy of +/- 3 meters.
 DQ0837
 DQ0837.The orthometric height was determined by differential leveling and
 DQ0837.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0837.in February 2016.
 DQ0837
 DQ0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0837.GEOID18 height accuracy estimate available here.
 DQ0837
 DQ0837.Click photographs - Photos may exist for this station.
 DQ0837
 DQ0837.The dynamic height is computed by dividing the NAVD 88
 DQ0837.geopotential number by the normal gravity value computed on the
 DQ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0837.degrees latitude (g = 980.6199 gals.).
 DQ0837
 DQ0837.The modeled gravity was interpolated from observed gravity values.
 DQ0837
 DQ0837;                    North         East    Units  Estimated Accuracy
 DQ0837;SPC NJ       -   175,056.9     162,150.9     MT  (+/- 3 meters HH1 GPS) 
 DQ0837
 DQ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5457073474(NAD 83)
 DQ0837
 DQ0837                          SUPERSEDED SURVEY CONTROL
 DQ0837
 DQ0837.No superseded survey control is available for this station.
 DQ0837
 DQ0837_MARKER: DD = SURVEY DISK
 DQ0837_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ0837+WITH SETTING: PAVEMENT
 DQ0837_SP_SET: ELECTRICAL JUNCTION BOX
 DQ0837_STAMPING: 12 E 7 2015
 DQ0837_MARK LOGO: NJGS
 DQ0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0837+STABILITY: SURFACE MOTION
 DQ0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0837+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2021
 DQ0837
 DQ0837  HISTORY     - Date     Condition        Report By
 DQ0837  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0837  HISTORY     - 20210129 GOOD             NJGS
 DQ0837
 DQ0837                          STATION DESCRIPTION
 DQ0837
 DQ0837'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0837'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF SOUTH AMBOY
 DQ0837'JUNCTION, 5.9 MI (9.5 KM) NORTHEAST OF JAMESBURG AND 5.8 MI (9.3 KM)
 DQ0837'SOUTHWEST OF SOUTH AMBOY, IN OLD BRIDGE TOWNSHIP.
 DQ0837'
 DQ0837'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN
 DQ0837'ELECTRICAL JUNCTION BOX ON THE SOUTHEAST CORNER OF OLD BRIDGE-MATAWAN
 DQ0837'ROAD (COUNTY ROUTE 516) AND OLD MATAWAN ROAD (COUNTY ROUTE 527.
 DQ0837'
 DQ0837'IT IS ALSO 2.8 MI (4.5 KM) EAST ON OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0837'ROUTE 516) FROM THE U.S. ROUTE 9 BRIDGE.
 DQ0837'
 DQ0837'THE STATION IS 22.8 FT (6.9 M) NORTHWEST OF A FIRE HYDRANT, 4.8 FT
 DQ0837'(1.5 M) NORTH OF THE NORTHWEST CORNER OF A 5 FT (1.5 M) HIGH ALUMINUM
 DQ0837'TRAFFIC CONTROL CABINET, 63 FT (19.2 M) EAST FROM THE CENTERLINE
 DQ0837'ISLAND FOR ROUTE 527.
 DQ0837
 DQ0837                          STATION RECOVERY (2021)
 DQ0837
 DQ0837'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DQ0837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6510 ***********************************************************************
 KV6510  DESIGNATION -  12 F 1
 KV6510  PID         -  KV6510
 KV6510  STATE/COUNTY-  NJ/MIDDLESEX
 KV6510  COUNTRY     -  US
 KV6510  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6510
 KV6510                         *CURRENT SURVEY CONTROL
 KV6510  ______________________________________________________________________
 KV6510* NAD 83(2011) POSITION- 40 19 39.12182(N) 074 30 08.65599(W)   ADJUSTED
 KV6510* NAD 83(2011) ELLIP HT-    -2.654 (meters)        (06/27/12)   ADJUSTED
 KV6510* NAD 83(2011) EPOCH   -  2010.00
 KV6510* NAVD 88 ORTHO HEIGHT -    30.157 (meters)       98.94  (feet) ADJUSTED
 KV6510  ______________________________________________________________________
 KV6510  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 KV6510  NAD 83(2011) X  -  1,301,053.224 (meters)                     COMP
 KV6510  NAD 83(2011) Y  - -4,692,210.999 (meters)                     COMP
 KV6510  NAD 83(2011) Z  -  4,105,776.871 (meters)                     COMP
 KV6510  LAPLACE CORR    -          5.83  (seconds)                    DEFLEC18
 KV6510  DYNAMIC HEIGHT  -         30.144 (meters)       98.90  (feet) COMP
 KV6510  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 KV6510
 KV6510  VERT ORDER      -  FIRST     CLASS II
 KV6510
 KV6510  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6510  Standards:
 KV6510         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6510            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6510  -------------------------------------------------------------------
 KV6510  NETWORK    0.44   0.59           0.17   0.19   0.30      0.08230483
 KV6510  -------------------------------------------------------------------
 KV6510  Click here for local accuracies and other accuracy information.
 KV6510
 KV6510.The horizontal coordinates were established by GPS observations
 KV6510.and adjusted by the National Geodetic Survey in June 2012.
 KV6510
 KV6510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6510.been affixed to the stable North American tectonic plate. See 
 KV6510.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6510
 KV6510.The horizontal coordinates are valid at the epoch date displayed above
 KV6510.which is a decimal equivalence of Year/Month/Day.
 KV6510
 KV6510.The orthometric height was determined by differential leveling and
 KV6510.adjusted by the NATIONAL GEODETIC SURVEY
 KV6510.in April 1995.
 KV6510
 KV6510.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6510.GEOID18 height accuracy estimate available here.
 KV6510
 KV6510.Click photographs - Photos may exist for this station.
 KV6510
 KV6510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6510
 KV6510.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6510
 KV6510.The ellipsoidal height was determined by GPS observations
 KV6510.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6510
 KV6510;                    North         East     Units Scale Factor Converg.
 KV6510;SPC NJ       -   165,879.405   149,795.680   MT  0.99990000   -0 00 05.6
 KV6510;SPC NJ       -   544,222.68    491,454.66   sFT  0.99990000   -0 00 05.6
 KV6510;UTM  18      - 4,464,230.093   542,271.061   MT  0.99962199   +0 19 19.3
 KV6510
 KV6510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6510!SPC NJ       -   1.00000042  x   0.99990000  =   0.99990042
 KV6510!UTM  18      -   1.00000042  x   0.99962199  =   0.99962241
 KV6510
 KV6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4227164230(NAD 83)
 KV6510
 KV6510                          SUPERSEDED SURVEY CONTROL
 KV6510
 KV6510  NAD 83(2007)-  40 19 39.12216(N)    074 30 08.65661(W) AD(2002.00) 0
 KV6510  ELLIP H (02/10/07)   -2.642  (m)                       GP(2002.00)    
 KV6510  ELLIP H (10/23/02)   -2.634  (m)                       GP(       ) 4 1
 KV6510  NAD 83(1996)-  40 19 39.12242(N)    074 30 08.65678(W) AD(       ) 1
 KV6510  ELLIP H (05/14/99)   -2.632  (m)                       GP(       ) 4 1
 KV6510  NAD 83(1986)-  40 19 39.12218(N)    074 30 08.65895(W) AD(       ) 1
 KV6510  NAVD 88              30.16   (m)           98.9    (f) LEVELING    3  
 KV6510  NGVD 29              30.49   (m)          100.0    (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
 KV6510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6510.See file dsdata.pdf to determine how the superseded data were derived.
 KV6510
 KV6510_MARKER: DD = SURVEY DISK
 KV6510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6510_STAMPING: 12 F 1 1991
 KV6510_MARK LOGO: NJGS
 KV6510_PROJECTION: FLUSH
 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 - July 09, 2025
 KV6510
 KV6510  HISTORY     - Date     Condition        Report By
 KV6510  HISTORY     - 1991     MONUMENTED       NJGS
 KV6510  HISTORY     - 19911120 GOOD             NJGS
 KV6510  HISTORY     - 19920325 GOOD
 KV6510  HISTORY     - 20250709 GOOD             RAS
 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.
 KV6510
 KV6510                          STATION RECOVERY (2025)
 KV6510
 KV6510'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV6510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6725 ***********************************************************************
 KV6725  DESIGNATION -  12 F 2
 KV6725  PID         -  KV6725
 KV6725  STATE/COUNTY-  NJ/MIDDLESEX
 KV6725  COUNTRY     -  US
 KV6725  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6725
 KV6725                         *CURRENT SURVEY CONTROL
 KV6725  ______________________________________________________________________
 KV6725* NAD 83(2011) POSITION- 40 25 02.85298(N) 074 24 43.91352(W)   ADJUSTED
 KV6725* NAD 83(2011) ELLIP HT-     0.383 (meters)        (06/27/12)   ADJUSTED
 KV6725* NAD 83(2011) EPOCH   -  2010.00
 KV6725* NAVD 88 ORTHO HEIGHT -    33.1   (meters)      109.    (feet) GPS OBS
 KV6725  ______________________________________________________________________
 KV6725  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6725  GEOID HEIGHT    -        -32.850 (meters)                     GEOID90
 KV6725  GEOID HEIGHT    -        -32.730 (meters)                     GEOID18
 KV6725  NAD 83(2011) X  -  1,306,701.546 (meters)                     COMP
 KV6725  NAD 83(2011) Y  - -4,683,928.811 (meters)                     COMP
 KV6725  NAD 83(2011) Z  -  4,113,386.260 (meters)                     COMP
 KV6725  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 KV6725
 KV6725  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6725  Standards:
 KV6725         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6725            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6725  -------------------------------------------------------------------
 KV6725  NETWORK    0.96   0.84           0.44   0.33   0.43      0.06496578
 KV6725  -------------------------------------------------------------------
 KV6725  Click here for local accuracies and other accuracy information.
 KV6725
 KV6725.The horizontal coordinates were established by GPS observations
 KV6725.and adjusted by the National Geodetic Survey in June 2012.
 KV6725
 KV6725.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6725.been affixed to the stable North American tectonic plate. See 
 KV6725.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6725
 KV6725.The horizontal coordinates are valid at the epoch date displayed above
 KV6725.which is a decimal equivalence of Year/Month/Day.
 KV6725
 KV6725.The orthometric height was determined by GPS observations and a
 KV6725.high-resolution geoid model.
 KV6725
 KV6725.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6725.GEOID18 height accuracy estimate available here.
 KV6725
 KV6725.Click photographs - Photos may exist for this station.
 KV6725
 KV6725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6725
 KV6725.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6725
 KV6725.The ellipsoidal height was determined by GPS observations
 KV6725.and is referenced to NAD 83.
 KV6725
 KV6725. The following values were computed from the NAD 83(2011) position.
 KV6725
 KV6725;                    North         East     Units Scale Factor Converg.
 KV6725;SPC NJ       -   175,867.575   157,451.132   MT  0.99990068   +0 03 24.9
 KV6725;SPC NJ       -   576,992.20    516,570.92   sFT  0.99990068   +0 03 24.9
 KV6725;UTM  18      - 4,474,258.629   549,867.847   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 08.3
 KV6725:UTM  18      -  12 E 2                                   260 19 41.2
 KV6725
 KV6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4986774258(NAD 83)
 KV6725
 KV6725|---------------------------------------------------------------------|
 KV6725| PID    Reference Object                     Distance      Geod. Az  |
 KV6725|                                                           dddmmss.s |
 KV6725| KV6724 12 E 2                              461.075 METERS 2604233.2 |
 KV6725|---------------------------------------------------------------------|
 KV6725
 KV6725                          SUPERSEDED SURVEY CONTROL
 KV6725
 KV6725  NAD 83(2007)-  40 25 02.85342(N)    074 24 43.91396(W) AD(2002.00) 0
 KV6725  ELLIP H (02/10/07)    0.394  (m)                       GP(2002.00)    
 KV6725  ELLIP H (10/23/02)    0.395  (m)                       GP(       ) 4 1
 KV6725  NAD 83(1996)-  40 25 02.85368(N)    074 24 43.91416(W) AD(       ) 1
 KV6725  ELLIP H (05/14/99)    0.398  (m)                       GP(       ) 4 1
 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
 KV6725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6725.See file dsdata.pdf to determine how the superseded data were derived.
 KV6725
 KV6725_MARKER: DD = SURVEY DISK
 KV6725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6725_STAMPING: 12 F 2 1991
 KV6725_MARK LOGO: NJGS
 KV6725_PROJECTION: FLUSH
 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 - May 12, 2023
 KV6725
 KV6725  HISTORY     - Date     Condition        Report By
 KV6725  HISTORY     - 1991     MONUMENTED       NJGS
 KV6725  HISTORY     - 19920204 GOOD
 KV6725  HISTORY     - 20070115 GOOD             AASCO
 KV6725  HISTORY     - 20070125 GOOD             AASCO
 KV6725  HISTORY     - 20230512 GOOD             NJGS
 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.
 KV6725
 KV6725                          STATION RECOVERY (2007)
 KV6725
 KV6725'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 KV6725'RECOVERED AS DESCRIBED
 KV6725
 KV6725                          STATION RECOVERY (2007)
 KV6725
 KV6725'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 KV6725'RECOVERED IN GOOD CONDITION.
 KV6725
 KV6725                          STATION RECOVERY (2023)
 KV6725
 KV6725'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV6725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6940 ***********************************************************************
 KV6940  DESIGNATION -  12 F 3
 KV6940  PID         -  KV6940
 KV6940  STATE/COUNTY-  NJ/MIDDLESEX
 KV6940  COUNTRY     -  US
 KV6940  USGS QUAD   -  JAMESBURG (2019)
 KV6940
 KV6940                         *CURRENT SURVEY CONTROL
 KV6940  ______________________________________________________________________
 KV6940* NAD 83(2011) POSITION- 40 16 05.51980(N) 074 28 15.26348(W)   ADJUSTED
 KV6940* NAD 83(2011) ELLIP HT-     2.588 (meters)        (06/27/12)   ADJUSTED
 KV6940* NAD 83(2011) EPOCH   -  2010.00
 KV6940* NAVD 88 ORTHO HEIGHT -    35.185 (meters)      115.44  (feet) ADJUSTED
 KV6940  ______________________________________________________________________
 KV6940  GEOID HEIGHT    -        -32.589 (meters)                     GEOID18
 KV6940  NAD 83(2011) X  -  1,304,774.435 (meters)                     COMP
 KV6940  NAD 83(2011) Y  - -4,695,604.503 (meters)                     COMP
 KV6940  NAD 83(2011) Z  -  4,100,755.296 (meters)                     COMP
 KV6940  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC18
 KV6940  DYNAMIC HEIGHT  -         35.170 (meters)      115.39  (feet) COMP
 KV6940  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 KV6940
 KV6940  VERT ORDER      -  FIRST     CLASS II
 KV6940
 KV6940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6940  Standards:
 KV6940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6940  -------------------------------------------------------------------
 KV6940  NETWORK    0.63   0.82           0.23   0.28   0.42      0.17367350
 KV6940  -------------------------------------------------------------------
 KV6940  Click here for local accuracies and other accuracy information.
 KV6940
 KV6940.The horizontal coordinates were established by GPS observations
 KV6940.and adjusted by the National Geodetic Survey in June 2012.
 KV6940
 KV6940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6940.been affixed to the stable North American tectonic plate. See 
 KV6940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6940
 KV6940.The horizontal coordinates are valid at the epoch date displayed above
 KV6940.which is a decimal equivalence of Year/Month/Day.
 KV6940
 KV6940.The orthometric height was determined by differential leveling and
 KV6940.adjusted by the NATIONAL GEODETIC SURVEY
 KV6940.in April 2015.
 KV6940
 KV6940.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6940.GEOID18 height accuracy estimate available here.
 KV6940
 KV6940.Click photographs - Photos may exist for this station.
 KV6940
 KV6940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6940
 KV6940.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6940
 KV6940.The ellipsoidal height was determined by GPS observations
 KV6940.and is referenced to NAD 83.
 KV6940
 KV6940.The dynamic height is computed by dividing the NAVD 88
 KV6940.geopotential number by the normal gravity value computed on the
 KV6940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6940.degrees latitude (g = 980.6199 gals.).
 KV6940
 KV6940.The modeled gravity was interpolated from observed gravity values.
 KV6940
 KV6940. The following values were computed from the NAD 83(2011) position.
 KV6940
 KV6940;                    North         East     Units Scale Factor Converg.
 KV6940;SPC NJ       -   159,292.010   152,474.410   MT  0.99990008   +0 01 07.7
 KV6940;SPC NJ       -   522,610.54    500,243.13   sFT  0.99990008   +0 01 07.7
 KV6940;UTM  18      - 4,457,659.740   544,986.177   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4498657659(NAD 83)
 KV6940
 KV6940                          SUPERSEDED SURVEY CONTROL
 KV6940
 KV6940  NAD 83(2007)-  40 16 05.52017(N)    074 28 15.26407(W) AD(2002.00) 0
 KV6940  ELLIP H (02/10/07)    2.599  (m)                       GP(2002.00)    
 KV6940  ELLIP H (10/23/02)    2.610  (m)                       GP(       ) 4 1
 KV6940  NAD 83(1996)-  40 16 05.52040(N)    074 28 15.26424(W) AD(       ) 1
 KV6940  ELLIP H (05/14/99)    2.609  (m)                       GP(       ) 4 1
 KV6940  NAD 83(1986)-  40 16 05.52037(N)    074 28 15.26639(W) AD(       ) 1
 KV6940  NAVD 88              35.19   (m)          115.5    (f) LEVELING    3  
 KV6940
 KV6940.Superseded values are not recommended for survey control.
 KV6940
 KV6940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6940.See file dsdata.pdf to determine how the superseded data were derived.
 KV6940
 KV6940_MARKER: DD = SURVEY DISK
 KV6940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6940_STAMPING: 12 F 3 1991
 KV6940_MARK LOGO: NJGS
 KV6940_PROJECTION: RECESSED 8 CENTIMETERS
 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 - September 21, 2020
 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  HISTORY     - 20140429 GOOD             NJGS
 KV6940  HISTORY     - 20190605 GOOD             NJGS
 KV6940  HISTORY     - 20200921 GOOD             NJGS
 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.
 KV6940
 KV6940                          STATION RECOVERY (2014)
 KV6940
 KV6940'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6940'RECOVERED IN GOOD CONDITION.
 KV6940'
 KV6940'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHWEST
 KV6940'OF JAMESBURG, 3.3 MI (5.3 KM) NORTH OF ROOSEVELT AND 2.8 MI (4.5 KM)
 KV6940'EAST OF HIGHTSTOWN, IN MONROE TOWNSHIP.
 KV6940'
 KV6940'NOTE-1 FT SOUTH OF A WITNESS POST.
 KV6940
 KV6940                          STATION RECOVERY (2019)
 KV6940
 KV6940'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6940'THE MARK IS 14.8 FT (4.51 M) NORTHEAST FROM CENTER OF AN INLET IN THE
 KV6940'CURB LINE ON THE RAMP, 14.7 FT (4.5 M) NORTH FROM THE EAST METAL LEG
 KV6940'OF A SIGN FOR PROSPECT PLAINS APPLEGARTH ROAD BUTCHER ROAD.  THE TWO
 KV6940'POST SIGN HAS BEEN MOVED.
 KV6940
 KV6940                          STATION RECOVERY (2020)
 KV6940
 KV6940'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7391 ***********************************************************************
 DM7391  DESIGNATION -  12 F 4
 DM7391  PID         -  DM7391
 DM7391  STATE/COUNTY-  NJ/MIDDLESEX
 DM7391  COUNTRY     -  US
 DM7391  USGS QUAD   -  PLAINFIELD (2019)
 DM7391
 DM7391                         *CURRENT SURVEY CONTROL
 DM7391  ______________________________________________________________________
 DM7391* NAD 83(1986) POSITION- 40 33 43.20   (N) 074 26 57.23   (W)   HD_HELD1
 DM7391* NAVD 88 ORTHO HEIGHT -    25.644 (meters)       84.13  (feet) ADJUSTED
 DM7391  ______________________________________________________________________
 DM7391  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 DM7391  DYNAMIC HEIGHT  -         25.633 (meters)       84.10  (feet) COMP
 DM7391  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 DM7391
 DM7391  VERT ORDER      -  FIRST     CLASS II
 DM7391
 DM7391.The horizontal coordinates were determined by differentially corrected
 DM7391.hand held GPS observations or other comparable positioning techniques
 DM7391.and have an estimated accuracy of +/- 3 meters.
 DM7391
 DM7391.The orthometric height was determined by differential leveling and
 DM7391.adjusted by the NATIONAL GEODETIC SURVEY
 DM7391.in April 2013.
 DM7391
 DM7391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7391.GEOID18 height accuracy estimate available here.
 DM7391
 DM7391.Click photographs - Photos may exist for this station.
 DM7391
 DM7391.The dynamic height is computed by dividing the NAVD 88
 DM7391.geopotential number by the normal gravity value computed on the
 DM7391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7391.degrees latitude (g = 980.6199 gals.).
 DM7391
 DM7391.The modeled gravity was interpolated from observed gravity values.
 DM7391
 DM7391;                    North         East    Units  Estimated Accuracy
 DM7391;SPC NJ       -   191,913.9     154,299.2     MT  (+/- 3 meters HH1 GPS) 
 DM7391
 DM7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4662590282(NAD 83)
 DM7391
 DM7391                          SUPERSEDED SURVEY CONTROL
 DM7391
 DM7391.No superseded survey control is available for this station.
 DM7391
 DM7391_MARKER: DD = SURVEY DISK
 DM7391_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7391_SP_SET: JUNCTION BOX
 DM7391_STAMPING: 12 F 4 2004
 DM7391_MARK LOGO: NJGS
 DM7391_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7391+STABILITY: SURFACE MOTION
 DM7391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7391+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2023
 DM7391
 DM7391  HISTORY     - Date     Condition        Report By
 DM7391  HISTORY     - 2004     MONUMENTED       NJGS
 DM7391  HISTORY     - 20100427 GOOD             NJGS
 DM7391  HISTORY     - 20230323 GOOD             NJGS
 DM7391
 DM7391                          STATION DESCRIPTION
 DM7391
 DM7391'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7391'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP.
 DM7391'
 DM7391'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH WASHINGTON AVENUE,
 DM7391'COUNTY ROAD 665, AND INTERSTATE HIGHWAY 287 AT INTERCHANGE 6, GO NORTH
 DM7391'ON SOUTH WASHINGTON AVENUE FOR 0.40 MI (0.6 KM) TO THE INTERSECTION
 DM7391'WITH STELTON ROAD, COUNTY ROAD 529 AT A TRAFFIC LIGHT.  TURN LEFT AND
 DM7391'GO WEST THEN NORTH ON STELTON ROAD FOR 0.2 MI (0.3 KM) TO THE SKEWED
 DM7391'INTERSECTION WITH STELTON ROAD, NOW COUNTY ROAD 665 AND WASHINGTON
 DM7391'AVENUE, NOW COUNTY ROAD 529, AND THE STATION ON THE LEFT, SET FLUSH IN
 DM7391'A DRILL HOLE AT THE NORTHEAST CORNER OF A RECTANGULAR CONCRETE FOOTING
 DM7391'SUPPORTING SEVERAL 4 FT (1.2 M) HIGH RECTANGULAR TRAFFIC CONTROL
 DM7391'BOXES, WITHIN A TRIANGULAR SHAPED CONCRETE ISLAND.
 DM7391'
 DM7391'THE STATION IS 1.42 M (4.7 FT) WEST FROM WOOD UTILITY POLE NUMBER 6210
 DM7391'PC, 3.86 M (12.7 FT) SOUTH FROM A TRAFFIC LIGHT AT THE NORTHEAST
 DM7391'CORNER OF THE INTERSECTION, 11.7 M (38.4 FT) SOUTH FROM THE CENTER
 DM7391'LINE OF STELTON ROAD AND 26.6 M (87.3 FT) NORTH FROM THE SOUTH END OF
 DM7391'THE CONCRETE TRAFFIC ISLAND.
 DM7391
 DM7391                          STATION RECOVERY (2023)
 DM7391
 DM7391'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6238 ***********************************************************************
 DM6238  DESIGNATION -  12 F 5
 DM6238  PID         -  DM6238
 DM6238  STATE/COUNTY-  NJ/MIDDLESEX
 DM6238  COUNTRY     -  US
 DM6238  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM6238
 DM6238                         *CURRENT SURVEY CONTROL
 DM6238  ______________________________________________________________________
 DM6238* NAD 83(1986) POSITION- 40 22 29.22   (N) 074 28 04.40   (W)   HD_HELD1
 DM6238* NAVD 88 ORTHO HEIGHT -    28.490 (meters)       93.47  (feet) ADJUSTED
 DM6238  ______________________________________________________________________
 DM6238  GEOID HEIGHT    -        -32.813 (meters)                     GEOID18
 DM6238  DYNAMIC HEIGHT  -         28.477 (meters)       93.43  (feet) COMP
 DM6238  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 DM6238
 DM6238  VERT ORDER      -  FIRST     CLASS II
 DM6238
 DM6238.The horizontal coordinates were determined by differentially corrected
 DM6238.hand held GPS observations or other comparable positioning techniques
 DM6238.and have an estimated accuracy of +/- 3 meters.
 DM6238
 DM6238.The orthometric height was determined by differential leveling and
 DM6238.adjusted by the NATIONAL GEODETIC SURVEY
 DM6238.in May 2012.
 DM6238
 DM6238.No vertical observational check was made to the station.
 DM6238
 DM6238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6238.GEOID18 height accuracy estimate available here.
 DM6238
 DM6238.Click photographs - Photos may exist for this station.
 DM6238
 DM6238.The dynamic height is computed by dividing the NAVD 88
 DM6238.geopotential number by the normal gravity value computed on the
 DM6238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6238.degrees latitude (g = 980.6199 gals.).
 DM6238
 DM6238.The modeled gravity was interpolated from observed gravity values.
 DM6238
 DM6238;                    North         East    Units  Estimated Accuracy
 DM6238;SPC NJ       -   171,126.0     152,726.8     MT  (+/- 3 meters HH1 GPS) 
 DM6238
 DM6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4517169491(NAD 83)
 DM6238
 DM6238                          SUPERSEDED SURVEY CONTROL
 DM6238
 DM6238.No superseded survey control is available for this station.
 DM6238
 DM6238_MARKER: DD = SURVEY DISK
 DM6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6238_STAMPING: 12 F 5 2008
 DM6238_MARK LOGO: NJGS
 DM6238_PROJECTION: FLUSH
 DM6238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6238+STABILITY: SURFACE MOTION
 DM6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6238+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 DM6238
 DM6238  HISTORY     - Date     Condition        Report By
 DM6238  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6238  HISTORY     - 20180712 GOOD             NJGS
 DM6238
 DM6238                          STATION DESCRIPTION
 DM6238
 DM6238'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6238'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE NORTH SIDE
 DM6238'OF RIDGE ROAD (COUNTY ROUTE 522) AT THE EASTERN MOST ENTRANCE DRIVEWAY
 DM6238'TO THE JAY FRANCO WAREHOUSE BUILDING.
 DM6238'
 DM6238'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6238'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 1.7 MI (2.7 KM) EAST ON ROUTE
 DM6238'522 TO THE STATION ON THE LEFT.  TO REACH THE STATION FROM THE
 DM6238'JUNCTION OF ROUTES 535 AND 522, GO 0.55 MI (0.9 KM) WEST ON ROUTE 522
 DM6238'TO THE STATION ON THE RIGHT JUST BEFORE THE DRIVEWAY TO THE WAREHOUSE.
 DM6238'THE STATION IS 13.6 M (44.6 FT) SOUTHEAST OF A NATURAL GAS PIPELINE
 DM6238'MARKER, 1.1 M (3.6 FT) NORTH OF THE NORTH CURB OF ROUTE 522, 24.0 M
 DM6238'(78.7 FT) EAST OF THE CENTERLINE OF THE DRIVEWAY, 18.9 M (62.0 FT)
 DM6238'NORTH AND ACROSS THE ROAD FROM POLE NUMBER 5688SB, 35.4 M (116.1 FT)
 DM6238'WEST OF POLE NUMBER 5689SB.
 DM6238
 DM6238                          STATION RECOVERY (2018)
 DM6238
 DM6238'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DM6238'THE STATION IS 1.3 M (4.2 FT) NORTH-NORTHWEST OF THE FACE OF CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7432 ***********************************************************************
 DM7432  DESIGNATION -  12 F 6
 DM7432  PID         -  DM7432
 DM7432  STATE/COUNTY-  NJ/MIDDLESEX
 DM7432  COUNTRY     -  US
 DM7432  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7432
 DM7432                         *CURRENT SURVEY CONTROL
 DM7432  ______________________________________________________________________
 DM7432* NAD 83(1986) POSITION- 40 29 07.     (N) 074 25 31.     (W)   SCALED
 DM7432* NAVD 88 ORTHO HEIGHT -    27.278 (meters)       89.49  (feet) ADJUSTED
 DM7432  ______________________________________________________________________
 DM7432  GEOID HEIGHT    -        -32.855 (meters)                     GEOID18
 DM7432  DYNAMIC HEIGHT  -         27.267 (meters)       89.46  (feet) COMP
 DM7432  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 DM7432
 DM7432  VERT ORDER      -  FIRST     CLASS II
 DM7432
 DM7432.The horizontal coordinates were scaled from a map and have
 DM7432.an estimated accuracy of +/- 6 seconds.
 DM7432
 DM7432.The orthometric height was determined by differential leveling and
 DM7432.adjusted by the NATIONAL GEODETIC SURVEY
 DM7432.in April 2013.
 DM7432
 DM7432.No vertical observational check was made to the station.
 DM7432
 DM7432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7432.GEOID18 height accuracy estimate available here.
 DM7432
 DM7432.Click photographs - Photos may exist for this station.
 DM7432
 DM7432.The dynamic height is computed by dividing the NAVD 88
 DM7432.geopotential number by the normal gravity value computed on the
 DM7432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7432.degrees latitude (g = 980.6199 gals.).
 DM7432
 DM7432.The modeled gravity was interpolated from observed gravity values.
 DM7432
 DM7432;                    North         East    Units  Estimated Accuracy
 DM7432;SPC NJ       -   183,400.      156,340.      MT  (+/- 180 meters Scaled)
 DM7432
 DM7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK487817(NAD 83)
 DM7432
 DM7432                          SUPERSEDED SURVEY CONTROL
 DM7432
 DM7432.No superseded survey control is available for this station.
 DM7432
 DM7432_MARKER: DD = SURVEY DISK
 DM7432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7432_STAMPING: 12 F 6 2010
 DM7432_MARK LOGO: NJGS
 DM7432_PROJECTION: PROJECTING 15 CENTIMETERS
 DM7432_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7432+STABILITY: SURFACE MOTION
 DM7432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7432+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7432
 DM7432  HISTORY     - Date     Condition        Report By
 DM7432  HISTORY     - UNK      MONUMENTED       NJDT
 DM7432  HISTORY     - 20100713 GOOD             NJGS
 DM7432
 DM7432                          STATION DESCRIPTION
 DM7432
 DM7432'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7432'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE SOUTH SIDE OF NEW
 DM7432'JERSEY STATE ROUTE 18, JUST EAST OF A RIGHT ANGLE TURN TO THE LEFT FOR
 DM7432'PHELPS AVENUE AND AT THE SOUTHWEST CORNER OF A 15 FT (4.6 M) HIGH
 DM7432'BRICK RETAINING WALL FOR THE RAMPS OF A PEDESTRIAN WALKWAY SPANNING
 DM7432'ROUTE 18.
 DM7432'
 DM7432'THE STATION IS 20 FT (6.1 M) EAST OF POLE NUMBER 63144, 73 FT (22.3 M)
 DM7432'SOUTH OF THE SOUTH CURB OF THE SOUTHBOUND LANES OF ROUTE 18, 36 FT
 DM7432'(11.0 M) EAST OF THE CENTERLINE OF PHELPS AVENUE, 19 FT (5.8 M)
 DM7432'NORTHEAST OF THE CENTERLINE TO THE PARKING LOT FOR THE UNIVERSITY MEWS
 DM7432'APARTMENTS, 56 FT (17.1 M) EAST OF POLE NUMBER 7162.
 DM7432'
 DM7432'THE DATUM POINT IS A PUNCH MARK IN THE CENTER OF THE DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0838 ***********************************************************************
 DQ0838  DESIGNATION -  12 F 7
 DQ0838  PID         -  DQ0838
 DQ0838  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0838  COUNTRY     -  US
 DQ0838  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0838
 DQ0838                         *CURRENT SURVEY CONTROL
 DQ0838  ______________________________________________________________________
 DQ0838* NAD 83(1986) POSITION- 40 24 43.55   (N) 074 21 52.15   (W)   HD_HELD1
 DQ0838* NAVD 88 ORTHO HEIGHT -     3.004 (meters)        9.86  (feet) ADJUSTED
 DQ0838  ______________________________________________________________________
 DQ0838  GEOID HEIGHT    -        -32.601 (meters)                     GEOID18
 DQ0838  DYNAMIC HEIGHT  -          3.002 (meters)        9.85  (feet) COMP
 DQ0838  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 DQ0838
 DQ0838  VERT ORDER      -  FIRST     CLASS II
 DQ0838
 DQ0838.The horizontal coordinates were determined by differentially corrected
 DQ0838.hand held GPS observations or other comparable positioning techniques
 DQ0838.and have an estimated accuracy of +/- 3 meters.
 DQ0838
 DQ0838.The orthometric height was determined by differential leveling and
 DQ0838.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0838.in February 2016.
 DQ0838
 DQ0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0838.GEOID18 height accuracy estimate available here.
 DQ0838
 DQ0838.Click photographs - Photos may exist for this station.
 DQ0838
 DQ0838.The dynamic height is computed by dividing the NAVD 88
 DQ0838.geopotential number by the normal gravity value computed on the
 DQ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0838.degrees latitude (g = 980.6199 gals.).
 DQ0838
 DQ0838.The modeled gravity was interpolated from observed gravity values.
 DQ0838
 DQ0838;                    North         East    Units  Estimated Accuracy
 DQ0838;SPC NJ       -   175,277.3     161,501.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0838
 DQ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5391973691(NAD 83)
 DQ0838
 DQ0838                          SUPERSEDED SURVEY CONTROL
 DQ0838
 DQ0838.No superseded survey control is available for this station.
 DQ0838
 DQ0838_MARKER: DD = SURVEY DISK
 DQ0838_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ0838_SP_SET: BRIDGE ABUTMENT
 DQ0838_STAMPING: 12 F 7 2015
 DQ0838_MARK LOGO: NJGS
 DQ0838_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0838+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2023
 DQ0838
 DQ0838  HISTORY     - Date     Condition        Report By
 DQ0838  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0838  HISTORY     - 20230309 GOOD             NJGS
 DQ0838
 DQ0838                          STATION DESCRIPTION
 DQ0838
 DQ0838'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0838'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF NEW
 DQ0838'BRUNSWICK, 6.0 MI (9.7 KM) SOUTHWEST OF SOUTH AMBOY AND 5.7 MI (9.2
 DQ0838'KM) NORTHEAST OF JAMESBURG, IN OLD BRIDGE TOWNSHIP.
 DQ0838'
 DQ0838'TO REACH FROM THE INTERSECTION OF OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0838'ROUTE 516) AND MATAWAN ROAD (COUNTY ROUTE 527), GO 0.5 MI (0.8 KM)
 DQ0838'WEST-NORTHWEST ON ROUTE 527 TO THE STATION ON THE RIGHT.  TO REACH
 DQ0838'FROM THE INTERSECTION OF MAIN STREET (COUNTY 615) AND MATAWAN ROAD
 DQ0838'(COUNTY ROUTE 527) IN OLD BRIDGE, GO 0.2 MI (0.3 KM) SOUTH ON MATAWAN
 DQ0838'ROAD TO THE STATION ON THE LEFT, SET IN A DRILL HOLE IN THE EAST END
 DQ0838'OF THE SOUTH ABUTMENT, IN THE SIDEWALK AREA, OF THE MATAWAN ROAD
 DQ0838'BRIDGE SPANNING SOUTH RIVER.
 DQ0838'
 DQ0838'IT IS 46 FT (14.0 M) SOUTH-SOUTHEAST OF THE CENTER OF THE BRIDGE, 19
 DQ0838'FT (5.8 M) EAST OF THE CENTERLINE OF ROUTE 527, 33 FT (10.1 M) NORTH
 DQ0838'OF THE SOUTH END OF THE BRIDGE BALUSTRADE, 4 FT (1.2 M) EAST OF THE
 DQ0838'EAST CURB.
 DQ0838
 DQ0838                          STATION RECOVERY (2023)
 DQ0838
 DQ0838'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DQ0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6511 ***********************************************************************
 KV6511  DESIGNATION -  12 G 1
 KV6511  PID         -  KV6511
 KV6511  STATE/COUNTY-  NJ/MIDDLESEX
 KV6511  COUNTRY     -  US
 KV6511  USGS QUAD   -  JAMESBURG (2019)
 KV6511
 KV6511                         *CURRENT SURVEY CONTROL
 KV6511  ______________________________________________________________________
 KV6511* NAD 83(2011) POSITION- 40 19 45.11505(N) 074 29 41.18052(W)   ADJUSTED
 KV6511* NAD 83(2011) ELLIP HT-    -1.299 (meters)        (06/27/12)   ADJUSTED
 KV6511* NAD 83(2011) EPOCH   -  2010.00
 KV6511* NAVD 88 ORTHO HEIGHT -    31.496 (meters)      103.33  (feet) ADJUSTED
 KV6511  ______________________________________________________________________
 KV6511  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 KV6511  NAD 83(2011) X  -  1,301,646.532 (meters)                     COMP
 KV6511  NAD 83(2011) Y  - -4,691,923.366 (meters)                     COMP
 KV6511  NAD 83(2011) Z  -  4,105,918.675 (meters)                     COMP
 KV6511  LAPLACE CORR    -          5.77  (seconds)                    DEFLEC18
 KV6511  DYNAMIC HEIGHT  -         31.483 (meters)      103.29  (feet) COMP
 KV6511  MODELED GRAVITY -    980,193.8   (mgal)                       NAVD 88
 KV6511
 KV6511  VERT ORDER      -  FIRST     CLASS II
 KV6511
 KV6511  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6511  Standards:
 KV6511         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6511            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6511  -------------------------------------------------------------------
 KV6511  NETWORK    0.61   0.78           0.21   0.28   0.40      0.08077612
 KV6511  -------------------------------------------------------------------
 KV6511  Click here for local accuracies and other accuracy information.
 KV6511
 KV6511.The horizontal coordinates were established by GPS observations
 KV6511.and adjusted by the National Geodetic Survey in June 2012.
 KV6511
 KV6511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6511.been affixed to the stable North American tectonic plate. See 
 KV6511.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6511
 KV6511.The horizontal coordinates are valid at the epoch date displayed above
 KV6511.which is a decimal equivalence of Year/Month/Day.
 KV6511
 KV6511.The orthometric height was determined by differential leveling and
 KV6511.adjusted by the NATIONAL GEODETIC SURVEY
 KV6511.in April 1995.
 KV6511
 KV6511.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6511.GEOID18 height accuracy estimate available here.
 KV6511
 KV6511.Click photographs - Photos may exist for this station.
 KV6511
 KV6511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6511
 KV6511.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6511
 KV6511.The ellipsoidal height was determined by GPS observations
 KV6511.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6511
 KV6511;                    North         East     Units Scale Factor Converg.
 KV6511;SPC NJ       -   166,064.256   150,444.212   MT  0.99990000   +0 00 12.2
 KV6511;SPC NJ       -   544,829.15    493,582.39   sFT  0.99990000   +0 00 12.2
 KV6511;UTM  18      - 4,464,418.551   542,918.359   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4291864418(NAD 83)
 KV6511
 KV6511                          SUPERSEDED SURVEY CONTROL
 KV6511
 KV6511  NAD 83(2007)-  40 19 45.11539(N)    074 29 41.18112(W) AD(2002.00) 0
 KV6511  ELLIP H (02/10/07)   -1.287  (m)                       GP(2002.00)    
 KV6511  ELLIP H (10/23/02)   -1.281  (m)                       GP(       ) 4 1
 KV6511  NAD 83(1996)-  40 19 45.11564(N)    074 29 41.18132(W) AD(       ) 1
 KV6511  ELLIP H (05/14/99)   -1.280  (m)                       GP(       ) 4 1
 KV6511  NAD 83(1986)-  40 19 45.11535(N)    074 29 41.18353(W) AD(       ) 1
 KV6511  NAVD 88              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
 KV6511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6511.See file dsdata.pdf to determine how the superseded data were derived.
 KV6511
 KV6511_MARKER: DD = SURVEY DISK
 KV6511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6511_STAMPING: 12 G 1 1991
 KV6511_MARK LOGO: NJGS
 KV6511_PROJECTION: FLUSH
 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 - April 21, 2020
 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  HISTORY     - 20200421 GOOD             NJGS
 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.
 KV6511
 KV6511                          STATION RECOVERY (2020)
 KV6511
 KV6511'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6726 ***********************************************************************
 KV6726  DESIGNATION -  12 G 2
 KV6726  PID         -  KV6726
 KV6726  STATE/COUNTY-  NJ/MIDDLESEX
 KV6726  COUNTRY     -  US
 KV6726  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6726
 KV6726                         *CURRENT SURVEY CONTROL
 KV6726  ______________________________________________________________________
 KV6726* NAD 83(2011) POSITION- 40 25 31.56140(N) 074 23 10.97991(W)   ADJUSTED
 KV6726* NAD 83(2011) ELLIP HT-    11.773 (meters)        (06/27/12)   ADJUSTED
 KV6726* NAD 83(2011) EPOCH   -  2010.00
 KV6726* NAVD 88 ORTHO HEIGHT -    44.454 (meters)      145.85  (feet) ADJUSTED
 KV6726  ______________________________________________________________________
 KV6726  GEOID HEIGHT    -        -32.671 (meters)                     GEOID18
 KV6726  NAD 83(2011) X  -  1,308,659.576 (meters)                     COMP
 KV6726  NAD 83(2011) Y  - -4,682,794.960 (meters)                     COMP
 KV6726  NAD 83(2011) Z  -  4,114,067.786 (meters)                     COMP
 KV6726  LAPLACE CORR    -          5.22  (seconds)                    DEFLEC18
 KV6726  DYNAMIC HEIGHT  -         44.435 (meters)      145.78  (feet) COMP
 KV6726  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 KV6726
 KV6726  VERT ORDER      -  FIRST     CLASS II
 KV6726
 KV6726  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6726  Standards:
 KV6726         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6726            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6726  -------------------------------------------------------------------
 KV6726  NETWORK    0.42   0.55           0.15   0.19   0.28      0.04243497
 KV6726  -------------------------------------------------------------------
 KV6726  Click here for local accuracies and other accuracy information.
 KV6726
 KV6726.The horizontal coordinates were established by GPS observations
 KV6726.and adjusted by the National Geodetic Survey in June 2012.
 KV6726
 KV6726.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6726.been affixed to the stable North American tectonic plate. See 
 KV6726.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6726
 KV6726.The horizontal coordinates are valid at the epoch date displayed above
 KV6726.which is a decimal equivalence of Year/Month/Day.
 KV6726
 KV6726.The orthometric height was determined by differential leveling and
 KV6726.adjusted by the NATIONAL GEODETIC SURVEY
 KV6726.in February 2016.
 KV6726
 KV6726.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6726.GEOID18 height accuracy estimate available here.
 KV6726
 KV6726.Click photographs - Photos may exist for this station.
 KV6726
 KV6726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6726
 KV6726.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6726
 KV6726.The ellipsoidal height was determined by GPS observations
 KV6726.and is referenced to NAD 83.
 KV6726
 KV6726.The dynamic height is computed by dividing the NAVD 88
 KV6726.geopotential number by the normal gravity value computed on the
 KV6726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6726.degrees latitude (g = 980.6199 gals.).
 KV6726
 KV6726.The modeled gravity was interpolated from observed gravity values.
 KV6726
 KV6726. The following values were computed from the NAD 83(2011) position.
 KV6726
 KV6726;                    North         East     Units Scale Factor Converg.
 KV6726;SPC NJ       -   176,755.500   159,640.725   MT  0.99990114   +0 04 25.2
 KV6726;SPC NJ       -   579,905.34    523,754.61   sFT  0.99990114   +0 04 25.2
 KV6726;UTM  18      - 4,475,158.687   552,051.793   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 19.5
 KV6726:UTM  18      -  12 H 2                                   190 46 52.2
 KV6726
 KV6726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5205175158(NAD 83)
 KV6726
 KV6726|---------------------------------------------------------------------|
 KV6726| PID    Reference Object                     Distance      Geod. Az  |
 KV6726|                                                           dddmmss.s |
 KV6726| KV6727 12 H 2                              APPROX. 0.6 KM 1911044.7 |
 KV6726|---------------------------------------------------------------------|
 KV6726
 KV6726                          SUPERSEDED SURVEY CONTROL
 KV6726
 KV6726  NAD 83(2007)-  40 25 31.56173(N)    074 23 10.98053(W) AD(2002.00) 0
 KV6726  ELLIP H (02/10/07)   11.785  (m)                       GP(2002.00)    
 KV6726  ELLIP H (10/23/02)   11.783  (m)                       GP(       ) 4 1
 KV6726  NAD 83(1996)-  40 25 31.56200(N)    074 23 10.98078(W) AD(       ) 1
 KV6726  ELLIP H (05/14/99)   11.787  (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  NAVD 88 (03/16/93)   44.4    (m)  GEOID90  model used  GPS OBS        
 KV6726
 KV6726.Superseded values are not recommended for survey control.
 KV6726
 KV6726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6726.See file dsdata.pdf to determine how the superseded data were derived.
 KV6726
 KV6726_MARKER: DD = SURVEY DISK
 KV6726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6726_STAMPING: 12 G 2 1991
 KV6726_MARK LOGO: NJGS
 KV6726_PROJECTION: FLUSH
 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 - May 05, 2016
 KV6726
 KV6726  HISTORY     - Date     Condition        Report By
 KV6726  HISTORY     - 1991     MONUMENTED       NJGS
 KV6726  HISTORY     - 19920203 GOOD
 KV6726  HISTORY     - 20150317 GOOD             NJGS
 KV6726  HISTORY     - 20160505 GOOD             NJGS
 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.
 KV6726
 KV6726                          STATION RECOVERY (2015)
 KV6726
 KV6726'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6726'RECOVERED IN GOOD CONDITION.
 KV6726'
 KV6726'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF
 KV6726'SOUTH AMBOY, 5.8 MI (9.3 KM) NORTH-NORTHEAST OF JAMESBURG AND 5.4 MI
 KV6726'(8.7 KM) SOUTHEAST OF NEW BRUNSWICK, IN EAST BRUNSWICK TOWNSHIP.
 KV6726'
 KV6726'TO REACH FROM THE INTERSECTION OF SUMMERHILL ROAD (COUNTY ROUTE 613)
 KV6726'AND BRUNSWICK SQUARE MALL ROAD, GO 0.25 MI (0.4 KM) EAST ON BRUNSWICK
 KV6726'SQUARE MALL ROAD TO THE STATION ON THE RIGHT.
 KV6726'
 KV6726'THE STATION IS LOCATED IN THE NORTHWEST CORNER PARKING LOT OF THE MALL
 KV6726'COMPLEX IN A GRASSED TRAFFIC ISLAND SEPARATING THE WESTERLY PARKING
 KV6726'LOT AND THE ACCESS ROAD.  A WATER TOWER IS ABOUT 380 FT (115.8 M)
 KV6726'SOUTHWEST OF THE STATION.
 KV6726
 KV6726                          STATION RECOVERY (2016)
 KV6726
 KV6726'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 KV6726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6234 ***********************************************************************
 DM6234  DESIGNATION -  12 G 5
 DM6234  PID         -  DM6234
 DM6234  STATE/COUNTY-  NJ/MIDDLESEX
 DM6234  COUNTRY     -  US
 DM6234  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM6234
 DM6234                         *CURRENT SURVEY CONTROL
 DM6234  ______________________________________________________________________
 DM6234* NAD 83(1986) POSITION- 40 23 01.00   (N) 074 27 52.30   (W)   HD_HELD1
 DM6234* NAVD 88 ORTHO HEIGHT -    29.172 (meters)       95.71  (feet) ADJUSTED
 DM6234  ______________________________________________________________________
 DM6234  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 DM6234  DYNAMIC HEIGHT  -         29.159 (meters)       95.67  (feet) COMP
 DM6234  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 DM6234
 DM6234  VERT ORDER      -  FIRST     CLASS II
 DM6234
 DM6234.The horizontal coordinates were determined by differentially corrected
 DM6234.hand held GPS observations or other comparable positioning techniques
 DM6234.and have an estimated accuracy of +/- 3 meters.
 DM6234
 DM6234.The orthometric height was determined by differential leveling and
 DM6234.adjusted by the NATIONAL GEODETIC SURVEY
 DM6234.in May 2012.
 DM6234
 DM6234.No vertical observational check was made to the station.
 DM6234
 DM6234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6234.GEOID18 height accuracy estimate available here.
 DM6234
 DM6234.Click photographs - Photos may exist for this station.
 DM6234
 DM6234.The dynamic height is computed by dividing the NAVD 88
 DM6234.geopotential number by the normal gravity value computed on the
 DM6234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6234.degrees latitude (g = 980.6199 gals.).
 DM6234
 DM6234.The modeled gravity was interpolated from observed gravity values.
 DM6234
 DM6234;                    North         East    Units  Estimated Accuracy
 DM6234;SPC NJ       -   172,106.3     153,011.8     MT  (+/- 3 meters HH1 GPS) 
 DM6234
 DM6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4545170473(NAD 83)
 DM6234
 DM6234                          SUPERSEDED SURVEY CONTROL
 DM6234
 DM6234.No superseded survey control is available for this station.
 DM6234
 DM6234_MARKER: DD = SURVEY DISK
 DM6234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6234_STAMPING: 12 G 5 2008
 DM6234_MARK LOGO: NJGS
 DM6234_PROJECTION: FLUSH
 DM6234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6234+STABILITY: SURFACE MOTION
 DM6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6234+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2025
 DM6234
 DM6234  HISTORY     - Date     Condition        Report By
 DM6234  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6234  HISTORY     - 20250707 GOOD             RAS
 DM6234
 DM6234                          STATION DESCRIPTION
 DM6234
 DM6234'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6234'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE SOUTH SIDE
 DM6234'OF DEANS RHODE HALL (COUNTY ROUTE 610) AT THE JUNCTION WITH THE
 DM6234'GROUNDS OF THE INTERNATIONAL UNION OF OPERATING ENGINEERS (LOCAL 825)
 DM6234'TRAINING CENTER.
 DM6234'
 DM6234'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6234'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 2.3 MI (3.7 KM) EAST ON ROUTE
 DM6234'522 TO THE JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 DM6234'TURN LEFT AND GO 0.5 MI (0.8 KM) NORTH ON ROUTE 535 TO THE JUNCTION
 DM6234'WITH DEANS RHODE HALL ROAD.  TURN LEFT AND GO 0.65 MI (1.0 KM) WEST TO
 DM6234'THE ENTRANCE DRIVEWAY TO THE TRAINING FACILITY ON THE LEFT AND THE
 DM6234'STATION ABOUT 80 FT (24.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 DM6234'DRIVEWAY.
 DM6234'
 DM6234'THE STATION IS 41.5 FT (12.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DM6234'DEANS RHODE HALL ROAD, 34.4 FT (10.5 M) SOUTHEAST OF POLE NUMBER
 DM6234'101SB, 65.8 FT (20.1 M) SOUTH OF POLE NUMBER 64360SB.
 DM6234
 DM6234                          STATION RECOVERY (2025)
 DM6234
 DM6234'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 DM6234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7433 ***********************************************************************
 DM7433  DESIGNATION -  12 G 6
 DM7433  PID         -  DM7433
 DM7433  STATE/COUNTY-  NJ/MIDDLESEX
 DM7433  COUNTRY     -  US
 DM7433  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7433
 DM7433                         *CURRENT SURVEY CONTROL
 DM7433  ______________________________________________________________________
 DM7433* NAD 83(1986) POSITION- 40 29 09.     (N) 074 25 37.     (W)   SCALED
 DM7433* NAVD 88 ORTHO HEIGHT -    23.510 (meters)       77.13  (feet) ADJUSTED
 DM7433  ______________________________________________________________________
 DM7433  GEOID HEIGHT    -        -32.860 (meters)                     GEOID18
 DM7433  DYNAMIC HEIGHT  -         23.500 (meters)       77.10  (feet) COMP
 DM7433  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 DM7433
 DM7433  VERT ORDER      -  FIRST     CLASS II
 DM7433
 DM7433.The horizontal coordinates were scaled from a map and have
 DM7433.an estimated accuracy of +/- 6 seconds.
 DM7433
 DM7433.The orthometric height was determined by differential leveling and
 DM7433.adjusted by the NATIONAL GEODETIC SURVEY
 DM7433.in April 2013.
 DM7433
 DM7433.No vertical observational check was made to the station.
 DM7433
 DM7433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7433.GEOID18 height accuracy estimate available here.
 DM7433
 DM7433.Click photographs - Photos may exist for this station.
 DM7433
 DM7433.The dynamic height is computed by dividing the NAVD 88
 DM7433.geopotential number by the normal gravity value computed on the
 DM7433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7433.degrees latitude (g = 980.6199 gals.).
 DM7433
 DM7433.The modeled gravity was interpolated from observed gravity values.
 DM7433
 DM7433;                    North         East    Units  Estimated Accuracy
 DM7433;SPC NJ       -   183,460.      156,190.      MT  (+/- 180 meters Scaled)
 DM7433
 DM7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK485818(NAD 83)
 DM7433
 DM7433                          SUPERSEDED SURVEY CONTROL
 DM7433
 DM7433.No superseded survey control is available for this station.
 DM7433
 DM7433_MARKER: DD = SURVEY DISK
 DM7433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7433_STAMPING: 12 G 6 2010
 DM7433_MARK LOGO: NJGS
 DM7433_PROJECTION: PROJECTING 20 CENTIMETERS
 DM7433_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7433+STABILITY: SURFACE MOTION
 DM7433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7433+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7433
 DM7433  HISTORY     - Date     Condition        Report By
 DM7433  HISTORY     - UNK      MONUMENTED       NJDT
 DM7433  HISTORY     - 20100713 GOOD             NJGS
 DM7433
 DM7433                          STATION DESCRIPTION
 DM7433
 DM7433'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7433'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE SOUTH SIDE OF NEW
 DM7433'JERSEY STATE ROUTE 18, JUST WEST OF THE T-JUNCTION OF ROUTE 18 AND
 DM7433'PHELPS/NEWELL AVENUES.
 DM7433'
 DM7433'THE STATION IS 12 FT (3.7 M) SOUTHWEST OF THE SOUTHWEST CURB OF THE
 DM7433'SOUTHBOUND LANES OF ROUTE 18, 23 FT (7.0 M) NORTHWEST OF POLE NUMBER
 DM7433'62557 NBK, 54 FT (16.5 M) EAST-SOUTHEAST OF LIGHT POLE NUMBER GS3116,
 DM7433'87 FT (26.5 M) EAST-SOUTHEAST OF THE EXTENDED CENTERLINE OF CARPENTER
 DM7433'STREET ON THE NORTH SIDE OF ROUTE 18, 216 FT (65.8 M) WEST-SOUTHWEST
 DM7433'OF THE CENTERLINE OF PHELPS/NEWELL AVENUES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0839 ***********************************************************************
 DQ0839  DESIGNATION -  12 G 7
 DQ0839  PID         -  DQ0839
 DQ0839  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0839  COUNTRY     -  US
 DQ0839  USGS QUAD   -  NEW BRUNSWICK (2019)
 DQ0839
 DQ0839                         *CURRENT SURVEY CONTROL
 DQ0839  ______________________________________________________________________
 DQ0839* NAD 83(1986) POSITION- 40 26 00.69   (N) 074 24 04.11   (W)   HD_HELD1
 DQ0839* NAVD 88 ORTHO HEIGHT -    30.430 (meters)       99.84  (feet) ADJUSTED
 DQ0839  ______________________________________________________________________
 DQ0839  GEOID HEIGHT    -        -32.721 (meters)                     GEOID18
 DQ0839  DYNAMIC HEIGHT  -         30.417 (meters)       99.79  (feet) COMP
 DQ0839  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 DQ0839
 DQ0839  VERT ORDER      -  FIRST     CLASS II
 DQ0839
 DQ0839.The horizontal coordinates were determined by differentially corrected
 DQ0839.hand held GPS observations or other comparable positioning techniques
 DQ0839.and have an estimated accuracy of +/- 3 meters.
 DQ0839
 DQ0839.The orthometric height was determined by differential leveling and
 DQ0839.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0839.in February 2016.
 DQ0839
 DQ0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0839.GEOID18 height accuracy estimate available here.
 DQ0839
 DQ0839.Click photographs - Photos may exist for this station.
 DQ0839
 DQ0839.The dynamic height is computed by dividing the NAVD 88
 DQ0839.geopotential number by the normal gravity value computed on the
 DQ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0839.degrees latitude (g = 980.6199 gals.).
 DQ0839
 DQ0839.The modeled gravity was interpolated from observed gravity values.
 DQ0839
 DQ0839;                    North         East    Units  Estimated Accuracy
 DQ0839;SPC NJ       -   177,652.4     158,387.4     MT  (+/- 3 meters HH1 GPS) 
 DQ0839
 DQ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5079376048(NAD 83)
 DQ0839
 DQ0839                          SUPERSEDED SURVEY CONTROL
 DQ0839
 DQ0839.No superseded survey control is available for this station.
 DQ0839
 DQ0839_MARKER: DD = SURVEY DISK
 DQ0839_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ0839_SP_SET: CULVERT HEADWALL
 DQ0839_STAMPING: 12 G 7 2015
 DQ0839_MARK LOGO: NJGS
 DQ0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0839+STABILITY: SURFACE MOTION
 DQ0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0839+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2023
 DQ0839
 DQ0839  HISTORY     - Date     Condition        Report By
 DQ0839  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0839  HISTORY     - 20230516 GOOD             NJGS
 DQ0839
 DQ0839                          STATION DESCRIPTION
 DQ0839
 DQ0839'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0839'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF SOUTH
 DQ0839'AMBOY, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF JAMESBURG AND 4.5 MI (7.2
 DQ0839'KM) SOUTHEAST OF NEW BRUNSWICK, EAST BRUNSWICK TOWNSHIP.
 DQ0839'
 DQ0839'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST END OF A DRAINAGE
 DQ0839'CULVERT, NEAR THE SOUTHERLY ANGLE POINT WITH THE WING WALL, AT THE
 DQ0839'NORTHEAST CORNER OF THE ENTRANCE ROAD LEADING TO THE EAST BRUNSWICK
 DQ0839'HIGH SCHOOL CAMPUS AND CRANBURY ROAD (COUNTY ROUTE 535).  THE HIGH
 DQ0839'SCHOOL ROAD IS OPPOSITE MERRILL AVENUE.
 DQ0839'
 DQ0839'THE STATION IS 7.5 FT (2.3 M) SOUTHEAST OF THE CENTER OF THE CULVERT
 DQ0839'HEADWALL, 0.3 FT (9 CM) SOUTHEAST OF THE SOUTH FENCE POST AT THE ANGLE
 DQ0839'POINT, 17 FT (5.2 M) NORTHWEST OF THE SOUTHEAST END OF THE WING WALL,
 DQ0839'50 FT (15.2 M) SOUTHEAST OF THE SOUTHEAST CURB OF ROUTE 535, 41 FT
 DQ0839'(12.5 M) NORTHEAST OF THE CENTERLINE OF THE SCHOOL ROAD.
 DQ0839
 DQ0839                          STATION RECOVERY (2023)
 DQ0839
 DQ0839'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DQ0839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6512 ***********************************************************************
 KV6512  DESIGNATION -  12 H 1
 KV6512  PID         -  KV6512
 KV6512  STATE/COUNTY-  NJ/MIDDLESEX
 KV6512  COUNTRY     -  US
 KV6512  USGS QUAD   -  JAMESBURG (2019)
 KV6512
 KV6512                         *CURRENT SURVEY CONTROL
 KV6512  ______________________________________________________________________
 KV6512* NAD 83(2011) POSITION- 40 20 47.80135(N) 074 28 54.44917(W)   ADJUSTED
 KV6512* NAD 83(2011) ELLIP HT-     8.202 (meters)        (06/27/12)   ADJUSTED
 KV6512* NAD 83(2011) EPOCH   -  2010.00
 KV6512* NAVD 88 ORTHO HEIGHT -    41.000 (meters)      134.51  (feet) ADJUSTED
 KV6512  ______________________________________________________________________
 KV6512  GEOID HEIGHT    -        -32.788 (meters)                     GEOID18
 KV6512  NAD 83(2011) X  -  1,302,376.587 (meters)                     COMP
 KV6512  NAD 83(2011) Y  - -4,690,429.375 (meters)                     COMP
 KV6512  NAD 83(2011) Z  -  4,107,398.651 (meters)                     COMP
 KV6512  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 KV6512  DYNAMIC HEIGHT  -         40.983 (meters)      134.46  (feet) COMP
 KV6512  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 KV6512
 KV6512  VERT ORDER      -  FIRST     CLASS II
 KV6512
 KV6512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6512  Standards:
 KV6512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6512  -------------------------------------------------------------------
 KV6512  NETWORK    0.39   0.53           0.15   0.17   0.27      0.05014577
 KV6512  -------------------------------------------------------------------
 KV6512  Click here for local accuracies and other accuracy information.
 KV6512
 KV6512.The horizontal coordinates were established by GPS observations
 KV6512.and adjusted by the National Geodetic Survey in June 2012.
 KV6512
 KV6512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6512.been affixed to the stable North American tectonic plate. See 
 KV6512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6512
 KV6512.The horizontal coordinates are valid at the epoch date displayed above
 KV6512.which is a decimal equivalence of Year/Month/Day.
 KV6512
 KV6512.The orthometric height was determined by differential leveling and
 KV6512.adjusted by the NATIONAL GEODETIC SURVEY
 KV6512.in April 1995.
 KV6512
 KV6512.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6512.GEOID18 height accuracy estimate available here.
 KV6512
 KV6512.Click photographs - Photos may exist for this station.
 KV6512
 KV6512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6512
 KV6512.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6512
 KV6512.The ellipsoidal height was determined by GPS observations
 KV6512.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6512
 KV6512;                    North         East     Units Scale Factor Converg.
 KV6512;SPC NJ       -   167,997.753   151,546.854   MT  0.99990003   +0 00 42.4
 KV6512;SPC NJ       -   551,172.63    497,199.97   sFT  0.99990003   +0 00 42.4
 KV6512;UTM  18      - 4,466,357.709   544,009.760   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4400966357(NAD 83)
 KV6512
 KV6512                          SUPERSEDED SURVEY CONTROL
 KV6512
 KV6512  NAD 83(2007)-  40 20 47.80168(N)    074 28 54.44977(W) AD(2002.00) 0
 KV6512  ELLIP H (02/10/07)    8.214  (m)                       GP(2002.00)    
 KV6512  ELLIP H (10/23/02)    8.218  (m)                       GP(       ) 4 1
 KV6512  NAD 83(1996)-  40 20 47.80193(N)    074 28 54.44996(W) AD(       ) 1
 KV6512  ELLIP H (05/14/99)    8.220  (m)                       GP(       ) 4 1
 KV6512  NAD 83(1986)-  40 20 47.80163(N)    074 28 54.45235(W) AD(       ) 1
 KV6512  NAVD 88              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
 KV6512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6512.See file dsdata.pdf to determine how the superseded data were derived.
 KV6512
 KV6512_MARKER: DD = SURVEY DISK
 KV6512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20081029 MARK NOT FOUND   NJGS
 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.
 KV6512
 KV6512                          STATION RECOVERY (2008)
 KV6512
 KV6512'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KV6512'CONCUR WITH THE 2006 RECOVERY NOTE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6727 ***********************************************************************
 KV6727  DESIGNATION -  12 H 2
 KV6727  PID         -  KV6727
 KV6727  STATE/COUNTY-  NJ/MIDDLESEX
 KV6727  COUNTRY     -  US
 KV6727  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6727
 KV6727                         *CURRENT SURVEY CONTROL
 KV6727  ______________________________________________________________________
 KV6727* NAD 83(2011) POSITION- 40 25 12.65476(N) 074 23 15.86872(W)   ADJUSTED
 KV6727* NAD 83(2011) ELLIP HT-    14.126 (meters)        (06/27/12)   ADJUSTED
 KV6727* NAD 83(2011) EPOCH   -  2010.00
 KV6727* NAVD 88 ORTHO HEIGHT -    46.797 (meters)      153.53  (feet) ADJUSTED
 KV6727  ______________________________________________________________________
 KV6727  GEOID HEIGHT    -        -32.668 (meters)                     GEOID18
 KV6727  NAD 83(2011) X  -  1,308,650.837 (meters)                     COMP
 KV6727  NAD 83(2011) Y  - -4,683,191.897 (meters)                     COMP
 KV6727  NAD 83(2011) Z  -  4,113,625.348 (meters)                     COMP
 KV6727  LAPLACE CORR    -          5.27  (seconds)                    DEFLEC18
 KV6727  DYNAMIC HEIGHT  -         46.777 (meters)      153.47  (feet) COMP
 KV6727  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 KV6727
 KV6727  VERT ORDER      -  FIRST     CLASS II
 KV6727
 KV6727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6727  Standards:
 KV6727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6727  -------------------------------------------------------------------
 KV6727  NETWORK    0.54   0.67           0.17   0.25   0.34      0.16630541
 KV6727  -------------------------------------------------------------------
 KV6727  Click here for local accuracies and other accuracy information.
 KV6727
 KV6727.The horizontal coordinates were established by GPS observations
 KV6727.and adjusted by the National Geodetic Survey in June 2012.
 KV6727
 KV6727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6727.been affixed to the stable North American tectonic plate. See 
 KV6727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6727
 KV6727.The horizontal coordinates are valid at the epoch date displayed above
 KV6727.which is a decimal equivalence of Year/Month/Day.
 KV6727
 KV6727.The orthometric height was determined by differential leveling and
 KV6727.adjusted by the NATIONAL GEODETIC SURVEY
 KV6727.in February 2016.
 KV6727
 KV6727.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6727.GEOID18 height accuracy estimate available here.
 KV6727
 KV6727.Click photographs - Photos may exist for this station.
 KV6727
 KV6727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6727
 KV6727.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6727
 KV6727.The ellipsoidal height was determined by GPS observations
 KV6727.and is referenced to NAD 83.
 KV6727
 KV6727.The dynamic height is computed by dividing the NAVD 88
 KV6727.geopotential number by the normal gravity value computed on the
 KV6727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6727.degrees latitude (g = 980.6199 gals.).
 KV6727
 KV6727.The modeled gravity was interpolated from observed gravity values.
 KV6727
 KV6727. The following values were computed from the NAD 83(2011) position.
 KV6727
 KV6727;                    North         East     Units Scale Factor Converg.
 KV6727;SPC NJ       -   176,172.232   159,526.235   MT  0.99990112   +0 04 22.0
 KV6727;SPC NJ       -   577,991.73    523,378.99   sFT  0.99990112   +0 04 22.0
 KV6727;UTM  18      - 4,474,574.937   551,940.635   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 19.5
 KV6727:UTM  18      -  12 G 2                                   010 46 52.3
 KV6727
 KV6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5194074574(NAD 83)
 KV6727
 KV6727|---------------------------------------------------------------------|
 KV6727| PID    Reference Object                     Distance      Geod. Az  |
 KV6727|                                                           dddmmss.s |
 KV6727| KV6726 12 G 2                              APPROX. 0.6 KM 0111041.5 |
 KV6727|---------------------------------------------------------------------|
 KV6727
 KV6727                          SUPERSEDED SURVEY CONTROL
 KV6727
 KV6727  NAD 83(2007)-  40 25 12.65509(N)    074 23 15.86933(W) AD(2002.00) 0
 KV6727  ELLIP H (02/10/07)   14.137  (m)                       GP(2002.00)    
 KV6727  ELLIP H (10/23/02)   14.137  (m)                       GP(       ) 4 1
 KV6727  NAD 83(1996)-  40 25 12.65536(N)    074 23 15.86954(W) AD(       ) 1
 KV6727  ELLIP H (05/14/99)   14.140  (m)                       GP(       ) 4 1
 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  NAVD 88 (03/16/93)   46.8    (m)  GEOID90  model used  GPS OBS        
 KV6727
 KV6727.Superseded values are not recommended for survey control.
 KV6727
 KV6727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6727.See file dsdata.pdf to determine how the superseded data were derived.
 KV6727
 KV6727_MARKER: DD = SURVEY DISK
 KV6727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6727_STAMPING: 12 H 2 1991
 KV6727_MARK LOGO: NJGS
 KV6727_PROJECTION: RECESSED 8 CENTIMETERS
 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 - March 17, 2015
 KV6727
 KV6727  HISTORY     - Date     Condition        Report By
 KV6727  HISTORY     - 1991     MONUMENTED       NJGS
 KV6727  HISTORY     - 19920203 GOOD
 KV6727  HISTORY     - 20150317 GOOD             NJGS
 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.
 KV6727
 KV6727                          STATION RECOVERY (2015)
 KV6727
 KV6727'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6727'RECOVERED IN GOOD CONDITION.
 KV6727'
 KV6727'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF
 KV6727'SOUTH AMBOY, 5.7 MI (9.2 KM) SOUTHEAST OF NEW BRUNSWICK AND 5.4 MI
 KV6727'(8.7 KM) NORTH-NORTHEAST OF JAMESBURG, IN EAST BRUNSWICK TOWNSHIP.
 KV6727'
 KV6727'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE JUNCTION OF RUES
 KV6727'LANE (COUNTY ROUTE 617) AND SUMMERHILL ROAD ( COUNTY ROUTE 613, ON
 KV6727'PROPERTY OF THE MIDDLESEX COUNTY VOCATIONAL AND TECHNICAL HIGH SCHOOL.
 KV6727'THE STATION IS NEAR THE SOUTHEAST CORNER OF A GRASSY FIELD NEAR THE
 KV6727'EXIT ROAD FROM THE SCHOOL, WEST OF THE PARKING LOT FOR THE SCHOOL.
 KV6727'THE LIGHT POLE IS THE SECOND ONE IN FROM RUES LANE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7392 ***********************************************************************
 DM7392  DESIGNATION -  12 H 4
 DM7392  PID         -  DM7392
 DM7392  STATE/COUNTY-  NJ/MIDDLESEX
 DM7392  COUNTRY     -  US
 DM7392  USGS QUAD   -  PLAINFIELD (2019)
 DM7392
 DM7392                         *CURRENT SURVEY CONTROL
 DM7392  ______________________________________________________________________
 DM7392* NAD 83(1986) POSITION- 40 32 26.     (N) 074 26 18.     (W)   SCALED
 DM7392* NAVD 88 ORTHO HEIGHT -    21.485 (meters)       70.49  (feet) ADJUSTED
 DM7392  ______________________________________________________________________
 DM7392  GEOID HEIGHT    -        -32.944 (meters)                     GEOID18
 DM7392  DYNAMIC HEIGHT  -         21.476 (meters)       70.46  (feet) COMP
 DM7392  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 DM7392
 DM7392  VERT ORDER      -  FIRST     CLASS II
 DM7392
 DM7392.The horizontal coordinates were scaled from a map and have
 DM7392.an estimated accuracy of +/- 6 seconds.
 DM7392
 DM7392.The orthometric height was determined by differential leveling and
 DM7392.adjusted by the NATIONAL GEODETIC SURVEY
 DM7392.in April 2013.
 DM7392
 DM7392.No vertical observational check was made to the station.
 DM7392
 DM7392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7392.GEOID18 height accuracy estimate available here.
 DM7392
 DM7392.Click photographs - Photos may exist for this station.
 DM7392
 DM7392.The dynamic height is computed by dividing the NAVD 88
 DM7392.geopotential number by the normal gravity value computed on the
 DM7392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7392.degrees latitude (g = 980.6199 gals.).
 DM7392
 DM7392.The modeled gravity was interpolated from observed gravity values.
 DM7392
 DM7392;                    North         East    Units  Estimated Accuracy
 DM7392;SPC NJ       -   189,530.      155,220.      MT  (+/- 180 meters Scaled)
 DM7392
 DM7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK475879(NAD 83)
 DM7392
 DM7392                          SUPERSEDED SURVEY CONTROL
 DM7392
 DM7392.No superseded survey control is available for this station.
 DM7392
 DM7392_MARKER: DD = SURVEY DISK
 DM7392_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7392_SP_SET: BRIDGE WINGWALL
 DM7392_STAMPING: 12 H 4 2004
 DM7392_MARK LOGO: NJGS
 DM7392_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7392+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DM7392
 DM7392  HISTORY     - Date     Condition        Report By
 DM7392  HISTORY     - 2004     MONUMENTED       NJGS
 DM7392  HISTORY     - 20100427 GOOD             NJGS
 DM7392
 DM7392                          STATION DESCRIPTION
 DM7392
 DM7392'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DM7392'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON THE EAST SIDE OF
 DM7392'SOUTH METLARS LANE, COUNTY ROAD 609.
 DM7392'
 DM7392'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH WASHINGTON AVENUE,
 DM7392'COUNTY ROAD 665 AND INTERSTATE HIGHWAY 287 AT INTERCHANGE 6, GO
 DM7392'SOUTH-SOUTHEAST ON SOUTH WASHINGTON AVENUE FOR 0.95 MI (1.5 KM) TO THE
 DM7392'TEE JUNCTION WITH NORTH METLARS LANE, COUNTY ROAD 609 ON THE LEFT.
 DM7392'CONTINUE SOUTH-SOUTHEAST ON SOUTH METLARS LANE FOR 0.15 MI (0.2 KM) TO
 DM7392'THE BRIDGE CARRYING SOUTH METLARS LANE OVER LAKE NELSON AND THE
 DM7392'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE
 DM7392'SOUTHEAST WING WALL.
 DM7392'
 DM7392'THE STATION IS 7.7 M (25.3 FT) EAST FROM THE CENTER LINE OF SOUTH
 DM7392'METLARS LANE, 22.7 M (74.5 FT) SOUTH FROM WOOD UTILITY POLE NUMBER
 DM7392'9438 AND 14.2 M (46.6 FT) NORTH FROM THE CENTER LINE OF LAKE PARK
 DM7392'DRIVE
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6232 ***********************************************************************
 DM6232  DESIGNATION -  12 H 5
 DM6232  PID         -  DM6232
 DM6232  STATE/COUNTY-  NJ/MIDDLESEX
 DM6232  COUNTRY     -  US
 DM6232  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM6232
 DM6232                         *CURRENT SURVEY CONTROL
 DM6232  ______________________________________________________________________
 DM6232* NAD 83(1986) POSITION- 40 22 55.67   (N) 074 27 01.68   (W)   HD_HELD1
 DM6232* NAVD 88 ORTHO HEIGHT -    33.051 (meters)      108.43  (feet) ADJUSTED
 DM6232  ______________________________________________________________________
 DM6232  GEOID HEIGHT    -        -32.775 (meters)                     GEOID18
 DM6232  DYNAMIC HEIGHT  -         33.037 (meters)      108.39  (feet) COMP
 DM6232  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 DM6232
 DM6232  VERT ORDER      -  FIRST     CLASS II
 DM6232
 DM6232.The horizontal coordinates were determined by differentially corrected
 DM6232.hand held GPS observations or other comparable positioning techniques
 DM6232.and have an estimated accuracy of +/- 3 meters.
 DM6232
 DM6232.The orthometric height was determined by differential leveling and
 DM6232.adjusted by the NATIONAL GEODETIC SURVEY
 DM6232.in May 2012.
 DM6232
 DM6232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6232.GEOID18 height accuracy estimate available here.
 DM6232
 DM6232.Click photographs - Photos may exist for this station.
 DM6232
 DM6232.The dynamic height is computed by dividing the NAVD 88
 DM6232.geopotential number by the normal gravity value computed on the
 DM6232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6232.degrees latitude (g = 980.6199 gals.).
 DM6232
 DM6232.The modeled gravity was interpolated from observed gravity values.
 DM6232
 DM6232;                    North         East    Units  Estimated Accuracy
 DM6232;SPC NJ       -   171,942.5     154,205.7     MT  (+/- 3 meters HH1 GPS) 
 DM6232
 DM6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4664570316(NAD 83)
 DM6232
 DM6232                          SUPERSEDED SURVEY CONTROL
 DM6232
 DM6232.No superseded survey control is available for this station.
 DM6232
 DM6232_MARKER: DD = SURVEY DISK
 DM6232_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6232_SP_SET: PUMPING STATION FOUNDATION
 DM6232_STAMPING: 12 H 5 2008
 DM6232_MARK LOGO: NJGS
 DM6232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6232+STABILITY: SURFACE MOTION
 DM6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6232+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2023
 DM6232
 DM6232  HISTORY     - Date     Condition        Report By
 DM6232  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6232  HISTORY     - 20230802 GOOD             NJGS
 DM6232
 DM6232                          STATION DESCRIPTION
 DM6232
 DM6232'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6232'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, SET IN A DRILL
 DM6232'HOLE IN THE NORTHWEST CORNER OF A PUMPING STATION BASE ON THE
 DM6232'SOUTHWEST CORNER OF THE JUNCTION OF MIDDLESEX CENTER BOULEVARD AND
 DM6232'CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 DM6232'
 DM6232'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6232'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 2.3 MI (3.7 KM) EAST ON ROUTE
 DM6232'522 TO THE JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 DM6232'TURN LEFT AND GO 0.85 MI (1.4 KM) NORTH-NORTHEAST ON ROUTE 535 TO THE
 DM6232'STATION ON THE LEFT.
 DM6232'
 DM6232'THE STATION IS 8.0 FT (2.4 M) SOUTH OF POLE NUMBER JC61004, 26.0 FT
 DM6232'(7.9 M) SOUTHWEST OF THE EXIT LANES OF MIDDLESEX CENTER BOULEVARD,
 DM6232'35.8 FT (10.9 M) NORTHWEST OF THE WEST CURB EXTENDED) OF ROUTE 535,
 DM6232'6.5 FT (2.0 M) NORTHEAST OF A SPRINKLER STANDPIPE.
 DM6232
 DM6232                          STATION RECOVERY (2023)
 DM6232
 DM6232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM6232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7429 ***********************************************************************
 DM7429  DESIGNATION -  12 H 6
 DM7429  PID         -  DM7429
 DM7429  STATE/COUNTY-  NJ/MIDDLESEX
 DM7429  COUNTRY     -  US
 DM7429  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7429
 DM7429                         *CURRENT SURVEY CONTROL
 DM7429  ______________________________________________________________________
 DM7429* NAD 83(1986) POSITION- 40 29 03.43   (N) 074 26 17.86   (W)   HD_HELD1
 DM7429* NAVD 88 ORTHO HEIGHT -    31.535 (meters)      103.46  (feet) ADJUSTED
 DM7429  ______________________________________________________________________
 DM7429  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 DM7429  DYNAMIC HEIGHT  -         31.521 (meters)      103.42  (feet) COMP
 DM7429  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 DM7429
 DM7429  VERT ORDER      -  FIRST     CLASS II
 DM7429
 DM7429.The horizontal coordinates were determined by differentially corrected
 DM7429.hand held GPS observations or other comparable positioning techniques
 DM7429.and have an estimated accuracy of +/- 3 meters.
 DM7429
 DM7429.The orthometric height was determined by differential leveling and
 DM7429.adjusted by the NATIONAL GEODETIC SURVEY
 DM7429.in April 2013.
 DM7429
 DM7429.No vertical observational check was made to the station.
 DM7429
 DM7429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7429.GEOID18 height accuracy estimate available here.
 DM7429
 DM7429.Click photographs - Photos may exist for this station.
 DM7429
 DM7429.The dynamic height is computed by dividing the NAVD 88
 DM7429.geopotential number by the normal gravity value computed on the
 DM7429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7429.degrees latitude (g = 980.6199 gals.).
 DM7429
 DM7429.The modeled gravity was interpolated from observed gravity values.
 DM7429
 DM7429;                    North         East    Units  Estimated Accuracy
 DM7429;SPC NJ       -   183,285.6     155,231.3     MT  (+/- 3 meters HH1 GPS) 
 DM7429
 DM7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4760681662(NAD 83)
 DM7429
 DM7429                          SUPERSEDED SURVEY CONTROL
 DM7429
 DM7429.No superseded survey control is available for this station.
 DM7429
 DM7429_MARKER: DD = SURVEY DISK
 DM7429_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7429_SP_SET: RETAINING WALL
 DM7429_STAMPING: 12 H 6 2010
 DM7429_MARK LOGO: NJGS
 DM7429_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7429+STABILITY: SURFACE MOTION
 DM7429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7429+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DM7429
 DM7429  HISTORY     - Date     Condition        Report By
 DM7429  HISTORY     - 20100713 MONUMENTED       NJGS
 DM7429  HISTORY     - 20150317 GOOD             NJGS
 DM7429
 DM7429                          STATION DESCRIPTION
 DM7429
 DM7429'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7429'THE STATION IS LOCATED IN NEW BRUNSWICK.
 DM7429'
 DM7429'LOCATED AT A DORMITORY FOR RUTGERS UNIVERSITY, COOK COLLEGE CAMPUS ON
 DM7429'NICHOL AVENUE, SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 DM7429'RETAINING WALL FOR A STAIRCASE LEADING TO THE BASEMENT ENTRANCE AT THE
 DM7429'WILLETS HEALTH CENTER AND PHARMACY AT THE NORTHEAST CORNER OF JAMESON
 DM7429'RESIDENCE HALL.
 DM7429'
 DM7429'THE STATION IS 45 FT (13.7 M) SOUTHWEST OF THE CENTERLINE OF THE
 DM7429'DRIVEWAY TO THE HEALTH CENTER, 240 FT (73.2 M) NORTH-NORTHEAST OF THE
 DM7429'CENTERLINE OF SUYDAM STREET, 45 FT (13.7 M) NORTHWEST OF THE NORTHWEST
 DM7429'CURB OF NICHOL AVENUE, 3 FT (0.9 M) NORTHEAST OF THE EAST CORNER OF
 DM7429'THE BUILDING, 38 FT (11.6 M) NORTHEAST OF THE CENTERLINE OF THE
 DM7429'ENTRANCE DOOR THE DORMITORY.  THE STATION IS FLUSH WITH THE GROUND.
 DM7429
 DM7429                          STATION RECOVERY (2015)
 DM7429
 DM7429'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DM7429'RECOVERED IN GOOD CONDITION.
 DM7429'
 DM7429'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF
 DM7429'BOUND BROOK, 7.8 MI (12.6 KM) WEST OF SOUTH AMBOY AND 0.7 MI (1.1 KM)
 DM7429'EAST OF NEW BRUNSWICK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0840 ***********************************************************************
 DQ0840  DESIGNATION -  12 H 7
 DQ0840  PID         -  DQ0840
 DQ0840  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0840  COUNTRY     -  US
 DQ0840  USGS QUAD   -  NEW BRUNSWICK (2019)
 DQ0840
 DQ0840                         *CURRENT SURVEY CONTROL
 DQ0840  ______________________________________________________________________
 DQ0840* NAD 83(1986) POSITION- 40 26 26.77   (N) 074 24 14.82   (W)   HD_HELD1
 DQ0840* NAVD 88 ORTHO HEIGHT -    27.562 (meters)       90.43  (feet) ADJUSTED
 DQ0840  ______________________________________________________________________
 DQ0840  GEOID HEIGHT    -        -32.739 (meters)                     GEOID18
 DQ0840  DYNAMIC HEIGHT  -         27.550 (meters)       90.39  (feet) COMP
 DQ0840  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 DQ0840
 DQ0840  VERT ORDER      -  FIRST     CLASS II
 DQ0840
 DQ0840.The horizontal coordinates were determined by differentially corrected
 DQ0840.hand held GPS observations or other comparable positioning techniques
 DQ0840.and have an estimated accuracy of +/- 3 meters.
 DQ0840
 DQ0840.The orthometric height was determined by differential leveling and
 DQ0840.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0840.in February 2016.
 DQ0840
 DQ0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0840.GEOID18 height accuracy estimate available here.
 DQ0840
 DQ0840.Click photographs - Photos may exist for this station.
 DQ0840
 DQ0840.The dynamic height is computed by dividing the NAVD 88
 DQ0840.geopotential number by the normal gravity value computed on the
 DQ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0840.degrees latitude (g = 980.6199 gals.).
 DQ0840
 DQ0840.The modeled gravity was interpolated from observed gravity values.
 DQ0840
 DQ0840;                    North         East    Units  Estimated Accuracy
 DQ0840;SPC NJ       -   178,456.5     158,134.1     MT  (+/- 3 meters HH1 GPS) 
 DQ0840
 DQ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5053676850(NAD 83)
 DQ0840
 DQ0840                          SUPERSEDED SURVEY CONTROL
 DQ0840
 DQ0840.No superseded survey control is available for this station.
 DQ0840
 DQ0840_MARKER: DD = SURVEY DISK
 DQ0840_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ0840+WITH SETTING: PAVEMENT
 DQ0840_SP_SET: ELECTRICAL JUNCTION BOX
 DQ0840_STAMPING: 12 H 7 2015
 DQ0840_MARK LOGO: NJGS
 DQ0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0840+STABILITY: SURFACE MOTION
 DQ0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0840+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0840
 DQ0840  HISTORY     - Date     Condition        Report By
 DQ0840  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0840
 DQ0840                          STATION DESCRIPTION
 DQ0840
 DQ0840'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0840'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF SOUTH
 DQ0840'AMBOY, 6.4 MI (10.3 KM) NORTH-NORTHEAST OF JAMESBURG AND 4.0 MI (6.4
 DQ0840'KM) SOUTHEAST OF NEW BRUNSWICK, EAST BRUNSWICK TOWNSHIP.
 DQ0840'
 DQ0840'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF AN
 DQ0840'ELECTRICAL JUNCTION BOX ON THE NORTHEAST CORNER OF THE JUNCTION OF
 DQ0840'APPLE RIDGE WAY AND MILLTOWN ROAD (COUNTY ROUTE 606).
 DQ0840'
 DQ0840'THE STATION IS 5 FT (1.5 M) EAST OF A TRAFFIC SIGNAL, 18 FT (5.5 M)
 DQ0840'WEST OF THE NORTHWEST CORNER OF AN ALUMINUM ELECTRICAL CABINET, 34 FT
 DQ0840'(10.4 M) EAST OF THE CENTERLINE OF APPLE RIDGE WAY, 41 FT (12.5 M)
 DQ0840'NORTH OF THE CENTERLINE OF ROUTE 606, 40 FT (12.2 M) SOUTH-SOUTHWEST
 DQ0840'OF THE SOUTHWEST CORNER OF A BRICK SIGN (APPLE RIDGE).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6513 ***********************************************************************
 KV6513  DESIGNATION -  12 J 1
 KV6513  PID         -  KV6513
 KV6513  STATE/COUNTY-  NJ/MIDDLESEX
 KV6513  COUNTRY     -  US
 KV6513  USGS QUAD   -  JAMESBURG (2019)
 KV6513
 KV6513                         *CURRENT SURVEY CONTROL
 KV6513  ______________________________________________________________________
 KV6513* NAD 83(1986) POSITION- 40 20 29.     (N) 074 27 29.     (W)   SCALED
 KV6513* NAVD 88 ORTHO HEIGHT -    35.677 (meters)      117.05  (feet) ADJUSTED
 KV6513  ______________________________________________________________________
 KV6513  GEOID HEIGHT    -        -32.713 (meters)                     GEOID18
 KV6513  DYNAMIC HEIGHT  -         35.662 (meters)      117.00  (feet) COMP
 KV6513  MODELED GRAVITY -    980,197.4   (mgal)                       NAVD 88
 KV6513
 KV6513  VERT ORDER      -  FIRST     CLASS II
 KV6513
 KV6513.The horizontal coordinates were scaled from a map and have
 KV6513.an estimated accuracy of +/- 6 seconds.
 KV6513
 KV6513.The orthometric height was determined by differential leveling and
 KV6513.adjusted by the NATIONAL GEODETIC SURVEY
 KV6513.in April 1995.
 KV6513
 KV6513.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6513.GEOID18 height accuracy estimate available here.
 KV6513
 KV6513.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK460657(NAD 83)
 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
 KV6513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6513.See file dsdata.pdf to determine how the superseded data were derived.
 KV6513
 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 = JULY 24, 2026 22:12:30 EDT
 KV6728 ***********************************************************************
 KV6728  DESIGNATION -  12 J 1
 KV6728  PID         -  KV6728
 KV6728  STATE/COUNTY-  NJ/MIDDLESEX
 KV6728  COUNTRY     -  US
 KV6728  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6728
 KV6728                         *CURRENT SURVEY CONTROL
 KV6728  ______________________________________________________________________
 KV6728* NAD 83(2011) POSITION- 40 28 13.40359(N) 074 23 44.02435(W)   ADJUSTED
 KV6728* NAD 83(2011) ELLIP HT-   -25.457 (meters)        (06/27/12)   ADJUSTED
 KV6728* NAD 83(2011) EPOCH   -  2010.00
 KV6728* NAVD 88 ORTHO HEIGHT -     7.3   (meters)       24.    (feet) GPS OBS
 KV6728  ______________________________________________________________________
 KV6728  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6728  GEOID HEIGHT    -        -32.890 (meters)                     GEOID90
 KV6728  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 KV6728  NAD 83(2011) X  -  1,307,030.560 (meters)                     COMP
 KV6728  NAD 83(2011) Y  - -4,679,857.995 (meters)                     COMP
 KV6728  NAD 83(2011) Z  -  4,117,842.581 (meters)                     COMP
 KV6728  LAPLACE CORR    -          5.39  (seconds)                    DEFLEC18
 KV6728
 KV6728  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6728  Standards:
 KV6728         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6728            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6728  -------------------------------------------------------------------
 KV6728  NETWORK    0.51   0.67           0.18   0.23   0.34     -0.02419856
 KV6728  -------------------------------------------------------------------
 KV6728  Click here for local accuracies and other accuracy information.
 KV6728
 KV6728.The horizontal coordinates were established by GPS observations
 KV6728.and adjusted by the National Geodetic Survey in June 2012.
 KV6728
 KV6728.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6728.been affixed to the stable North American tectonic plate. See 
 KV6728.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6728
 KV6728.The horizontal coordinates are valid at the epoch date displayed above
 KV6728.which is a decimal equivalence of Year/Month/Day.
 KV6728
 KV6728.The orthometric height was determined by GPS observations and a
 KV6728.high-resolution geoid model.
 KV6728
 KV6728.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6728.GEOID18 height accuracy estimate available here.
 KV6728
 KV6728.Click photographs - Photos may exist for this station.
 KV6728
 KV6728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6728
 KV6728.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6728
 KV6728.The ellipsoidal height was determined by GPS observations
 KV6728.and is referenced to NAD 83.
 KV6728
 KV6728. The following values were computed from the NAD 83(2011) position.
 KV6728
 KV6728;                    North         East     Units Scale Factor Converg.
 KV6728;SPC NJ       -   181,746.120   158,855.955   MT  0.99990097   +0 04 04.0
 KV6728;SPC NJ       -   596,278.73    521,179.91   sFT  0.99990097   +0 04 04.0
 KV6728;UTM  18      - 4,480,143.447   551,238.999   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5123880143(NAD 83)
 KV6728
 KV6728                          SUPERSEDED SURVEY CONTROL
 KV6728
 KV6728  NAD 83(2007)-  40 28 13.40392(N)    074 23 44.02500(W) AD(2002.00) 0
 KV6728  ELLIP H (02/10/07)  -25.446  (m)                       GP(2002.00)    
 KV6728  ELLIP H (10/23/02)  -25.446  (m)                       GP(       ) 4 1
 KV6728  NAD 83(1996)-  40 28 13.40420(N)    074 23 44.02523(W) AD(       ) 1
 KV6728  ELLIP H (05/14/99)  -25.442  (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
 KV6728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6728.See file dsdata.pdf to determine how the superseded data were derived.
 KV6728
 KV6728_MARKER: DD = SURVEY DISK
 KV6728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6728_STAMPING: 12 J 1 1991
 KV6728_MARK LOGO: NJGS
 KV6728_PROJECTION: RECESSED 6 CENTIMETERS
 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 - March 11, 2020
 KV6728
 KV6728  HISTORY     - Date     Condition        Report By
 KV6728  HISTORY     - 1991     MONUMENTED       NJGS
 KV6728  HISTORY     - 19920203 GOOD
 KV6728  HISTORY     - 20080929 GOOD             INDIV
 KV6728  HISTORY     - 20200311 GOOD             NJGS
 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.
 KV6728
 KV6728                          STATION RECOVERY (2008)
 KV6728
 KV6728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RJM)
 KV6728'RECOVERED IN GOOD CONDITION.
 KV6728
 KV6728                          STATION RECOVERY (2020)
 KV6728
 KV6728'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6729 ***********************************************************************
 KV6729  DESIGNATION -  12 J 2
 KV6729  PID         -  KV6729
 KV6729  STATE/COUNTY-  NJ/MIDDLESEX
 KV6729  COUNTRY     -  US
 KV6729  USGS QUAD   -  SOUTH AMBOY (2019)
 KV6729
 KV6729                         *CURRENT SURVEY CONTROL
 KV6729  ______________________________________________________________________
 KV6729* NAD 83(2011) POSITION- 40 25 14.57920(N) 074 22 11.69343(W)   ADJUSTED
 KV6729* NAD 83(2011) ELLIP HT-    10.768 (meters)        (06/27/12)   ADJUSTED
 KV6729* NAD 83(2011) EPOCH   -  2010.00
 KV6729* NAVD 88 ORTHO HEIGHT -    43.4   (meters)      142.    (feet) GPS OBS
 KV6729  ______________________________________________________________________
 KV6729  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6729  GEOID HEIGHT    -        -32.750 (meters)                     GEOID90
 KV6729  GEOID HEIGHT    -        -32.625 (meters)                     GEOID18
 KV6729  NAD 83(2011) X  -  1,310,096.799 (meters)                     COMP
 KV6729  NAD 83(2011) Y  - -4,682,744.982 (meters)                     COMP
 KV6729  NAD 83(2011) Z  -  4,113,668.362 (meters)                     COMP
 KV6729  LAPLACE CORR    -          4.79  (seconds)                    DEFLEC18
 KV6729
 KV6729  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6729  Standards:
 KV6729         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6729            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6729  -------------------------------------------------------------------
 KV6729  NETWORK    0.57   0.63           0.17   0.27   0.32      0.15857881
 KV6729  -------------------------------------------------------------------
 KV6729  Click here for local accuracies and other accuracy information.
 KV6729
 KV6729.The horizontal coordinates were established by GPS observations
 KV6729.and adjusted by the National Geodetic Survey in June 2012.
 KV6729
 KV6729.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6729.been affixed to the stable North American tectonic plate. See 
 KV6729.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6729
 KV6729.The horizontal coordinates are valid at the epoch date displayed above
 KV6729.which is a decimal equivalence of Year/Month/Day.
 KV6729
 KV6729.The orthometric height was determined by GPS observations and a
 KV6729.high-resolution geoid model.
 KV6729
 KV6729.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6729.GEOID18 height accuracy estimate available here.
 KV6729
 KV6729.Click photographs - Photos may exist for this station.
 KV6729
 KV6729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6729
 KV6729.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6729
 KV6729.The ellipsoidal height was determined by GPS observations
 KV6729.and is referenced to NAD 83.
 KV6729
 KV6729. The following values were computed from the NAD 83(2011) position.
 KV6729
 KV6729;                    North         East     Units Scale Factor Converg.
 KV6729;SPC NJ       -   176,233.660   161,038.896   MT  0.99990150   +0 05 03.6
 KV6729;SPC NJ       -   578,193.27    528,341.78   sFT  0.99990150   +0 05 03.6
 KV6729;UTM  18      - 4,474,644.905   553,452.521   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5345274644(NAD 83)
 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(2007)-  40 25 14.57953(N)    074 22 11.69404(W) AD(2002.00) 0
 KV6729  ELLIP H (02/10/07)   10.779  (m)                       GP(2002.00)    
 KV6729  ELLIP H (10/23/02)   10.777  (m)                       GP(       ) 4 1
 KV6729  NAD 83(1996)-  40 25 14.57981(N)    074 22 11.69427(W) AD(       ) 1
 KV6729  ELLIP H (05/14/99)   10.781  (m)                       GP(       ) 4 1
 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
 KV6729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6729.See file dsdata.pdf to determine how the superseded data were derived.
 KV6729
 KV6729_MARKER: DD = SURVEY DISK
 KV6729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6729_STAMPING: 12 J 2 1991
 KV6729_MARK LOGO: NJGS
 KV6729_PROJECTION: RECESSED 3 CENTIMETERS
 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 NOT SUITABLE FOR
 KV6729+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 KV6729
 KV6729  HISTORY     - Date     Condition        Report By
 KV6729  HISTORY     - 1991     MONUMENTED       NJGS
 KV6729  HISTORY     - 19920203 GOOD
 KV6729  HISTORY     - 20200611 GOOD             NJGS
 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.
 KV6729
 KV6729                          STATION RECOVERY (2020)
 KV6729
 KV6729'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6729'TREES HAVE SINCE GROWN AROUND THIS AREA MAKING MONUMENT UNSUITABLE FOR
 KV6729'OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6672 ***********************************************************************
 KV6672  DESIGNATION -  12 J 3
 KV6672  PID         -  KV6672
 KV6672  STATE/COUNTY-  NJ/MIDDLESEX
 KV6672  COUNTRY     -  US
 KV6672  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6672
 KV6672                         *CURRENT SURVEY CONTROL
 KV6672  ______________________________________________________________________
 KV6672* NAD 83(2011) POSITION- 40 19 13.50520(N) 074 31 59.13835(W)   ADJUSTED
 KV6672* NAD 83(2011) ELLIP HT-    -0.468 (meters)        (06/27/12)   ADJUSTED
 KV6672* NAD 83(2011) EPOCH   -  2010.00
 KV6672* NAVD 88 ORTHO HEIGHT -    32.409 (meters)      106.33  (feet) ADJUSTED
 KV6672  ______________________________________________________________________
 KV6672  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 KV6672  NAD 83(2011) X  -  1,298,676.531 (meters)                     COMP
 KV6672  NAD 83(2011) Y  - -4,693,401.607 (meters)                     COMP
 KV6672  NAD 83(2011) Z  -  4,105,175.888 (meters)                     COMP
 KV6672  LAPLACE CORR    -          5.85  (seconds)                    DEFLEC18
 KV6672  DYNAMIC HEIGHT  -         32.395 (meters)      106.28  (feet) COMP
 KV6672  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 KV6672
 KV6672  VERT ORDER      -  FIRST     CLASS II
 KV6672
 KV6672  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6672  Standards:
 KV6672         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6672            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6672  -------------------------------------------------------------------
 KV6672  NETWORK    0.74   0.73           0.25   0.34   0.37      0.16057788
 KV6672  -------------------------------------------------------------------
 KV6672  Click here for local accuracies and other accuracy information.
 KV6672
 KV6672.The horizontal coordinates were established by GPS observations
 KV6672.and adjusted by the National Geodetic Survey in June 2012.
 KV6672
 KV6672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6672.been affixed to the stable North American tectonic plate. See 
 KV6672.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6672
 KV6672.The horizontal coordinates are valid at the epoch date displayed above
 KV6672.which is a decimal equivalence of Year/Month/Day.
 KV6672
 KV6672.The orthometric height was determined by differential leveling and
 KV6672.adjusted by the NATIONAL GEODETIC SURVEY
 KV6672.in April 1995.
 KV6672
 KV6672.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6672.GEOID18 height accuracy estimate available here.
 KV6672
 KV6672.Click photographs - Photos may exist for this station.
 KV6672
 KV6672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6672
 KV6672.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6672
 KV6672.The ellipsoidal height was determined by GPS observations
 KV6672.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6672
 KV6672;                    North         East     Units Scale Factor Converg.
 KV6672;SPC NJ       -   165,089.870   147,187.511   MT  0.99990010   -0 01 17.1
 KV6672;SPC NJ       -   541,632.35    482,897.69   sFT  0.99990010   -0 01 17.1
 KV6672;UTM  18      - 4,463,426.067   539,668.120   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3966863426(NAD 83)
 KV6672
 KV6672                          SUPERSEDED SURVEY CONTROL
 KV6672
 KV6672  NAD 83(2007)-  40 19 13.50556(N)    074 31 59.13899(W) AD(2002.00) 0
 KV6672  ELLIP H (02/10/07)   -0.455  (m)                       GP(2002.00)    
 KV6672  ELLIP H (10/23/02)   -0.444  (m)                       GP(       ) 4 1
 KV6672  NAD 83(1996)-  40 19 13.50583(N)    074 31 59.13913(W) AD(       ) 1
 KV6672  ELLIP H (05/14/99)   -0.443  (m)                       GP(       ) 4 1
 KV6672  NAD 83(1986)-  40 19 13.50571(N)    074 31 59.14139(W) AD(       ) 1
 KV6672  NGVD 29              32.74   (m)          107.4    (f) LEVELING    3  
 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
 KV6672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6672.See file dsdata.pdf to determine how the superseded data were derived.
 KV6672
 KV6672_MARKER: DD = SURVEY DISK
 KV6672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DM7393 ***********************************************************************
 DM7393  DESIGNATION -  12 J 4
 DM7393  PID         -  DM7393
 DM7393  STATE/COUNTY-  NJ/MIDDLESEX
 DM7393  COUNTRY     -  US
 DM7393  USGS QUAD   -  PLAINFIELD (2019)
 DM7393
 DM7393                         *CURRENT SURVEY CONTROL
 DM7393  ______________________________________________________________________
 DM7393* NAD 83(1986) POSITION- 40 32 10.09   (N) 074 26 46.14   (W)   HD_HELD1
 DM7393* NAVD 88 ORTHO HEIGHT -    30.422 (meters)       99.81  (feet) ADJUSTED
 DM7393  ______________________________________________________________________
 DM7393  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 DM7393  DYNAMIC HEIGHT  -         30.408 (meters)       99.76  (feet) COMP
 DM7393  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 DM7393
 DM7393  VERT ORDER      -  FIRST     CLASS II
 DM7393
 DM7393.The horizontal coordinates were determined by differentially corrected
 DM7393.hand held GPS observations or other comparable positioning techniques
 DM7393.and have an estimated accuracy of +/- 3 meters.
 DM7393
 DM7393.The orthometric height was determined by differential leveling and
 DM7393.adjusted by the NATIONAL GEODETIC SURVEY
 DM7393.in April 2013.
 DM7393
 DM7393.No vertical observational check was made to the station.
 DM7393
 DM7393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7393.GEOID18 height accuracy estimate available here.
 DM7393
 DM7393.Click photographs - Photos may exist for this station.
 DM7393
 DM7393.The dynamic height is computed by dividing the NAVD 88
 DM7393.geopotential number by the normal gravity value computed on the
 DM7393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7393.degrees latitude (g = 980.6199 gals.).
 DM7393
 DM7393.The modeled gravity was interpolated from observed gravity values.
 DM7393
 DM7393;                    North         East    Units  Estimated Accuracy
 DM7393;SPC NJ       -   189,042.3     154,561.8     MT  (+/- 3 meters HH1 GPS) 
 DM7393
 DM7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4690487413(NAD 83)
 DM7393
 DM7393                          SUPERSEDED SURVEY CONTROL
 DM7393
 DM7393.No superseded survey control is available for this station.
 DM7393
 DM7393_MARKER: DD = SURVEY DISK
 DM7393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7393_SP_SET: HEADWALL
 DM7393_STAMPING: 12 J 4 2010
 DM7393_MARK LOGO: NJGS
 DM7393_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7393+STABILITY: SURFACE MOTION
 DM7393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7393+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2025
 DM7393
 DM7393  HISTORY     - Date     Condition        Report By
 DM7393  HISTORY     - 2004     MONUMENTED       NJGS
 DM7393  HISTORY     - 20100427 GOOD             NJGS
 DM7393  HISTORY     - 20221115 GOOD             NJGS
 DM7393  HISTORY     - 20250128 GOOD             RAS
 DM7393
 DM7393                          STATION DESCRIPTION
 DM7393
 DM7393'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DM7393'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON THE EAST SIDE OF
 DM7393'SOUTH METLARS LANE, COUNTY ROAD 609.
 DM7393'
 DM7393'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH WASHINGTON AVENUE,
 DM7393'COUNTY ROAD 665 AND INTERSTATE HIGHWAY 287 AT INTERCHANGE 6, GO
 DM7393'SOUTH-SOUTHEAST ON SOUTH WASHINGTON AVENUE FOR 0.95 MI (1.5 KM) TO THE
 DM7393'TEE JUNCTION WITH NORTH METLARS LANE, COUNTY ROAD 609 ON THE LEFT.
 DM7393'CONTINUE SOUTH-SOUTHEAST THEN S0UTHWEST ON SOUTH METLARS LANE, COUNTY
 DM7393'ROAD 609 FOR 0.60 MI (1.0 KM) TO THE STATION ON THE RIGHT, SET FLUSH
 DM7393'IN A DRILL HOLE IN A SMALL CONCRETE CULVERT HEADWALL WITHIN A
 DM7393'DETENTION BASIN AT THE NORTHWEST CORNER OF THE TEE JUNCTION OF SOUTH
 DM7393'METLARS LANE AND SOUTH RANDOLPHVILLE ROAD.
 DM7393'
 DM7393'THE STATION IS 7.4 M (24.3 FT) NORTH FROM WOOD UTILITY POLE NUMBER
 DM7393'13041 ED, 6.1 M (20.0 FT) NORTHWEST FROM A TRAFFIC LIGHT AND 20.2 M
 DM7393'(66.3 FT) EAST FROM A RECTANGULAR TRAFFIC SIGN, WEIGHT LIMIT 10 TONS,
 DM7393'ON THE NORTH SIDE OF SOUTH RANDOLPHVILLE ROAD.
 DM7393
 DM7393                          STATION RECOVERY (2022)
 DM7393
 DM7393'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JR)
 DM7393'RECOVERED IN GOOD CONDITION.
 DM7393
 DM7393                          STATION RECOVERY (2025)
 DM7393
 DM7393'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 DM7393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6231 ***********************************************************************
 DM6231  DESIGNATION -  12 J 5
 DM6231  PID         -  DM6231
 DM6231  STATE/COUNTY-  NJ/MIDDLESEX
 DM6231  COUNTRY     -  US
 DM6231  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM6231
 DM6231                         *CURRENT SURVEY CONTROL
 DM6231  ______________________________________________________________________
 DM6231* NAD 83(1986) POSITION- 40 23 32.17   (N) 074 26 13.27   (W)   HD_HELD1
 DM6231* NAVD 88 ORTHO HEIGHT -    43.707 (meters)      143.40  (feet) ADJUSTED
 DM6231  ______________________________________________________________________
 DM6231  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 DM6231  DYNAMIC HEIGHT  -         43.688 (meters)      143.33  (feet) COMP
 DM6231  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 DM6231
 DM6231  VERT ORDER      -  FIRST     CLASS II
 DM6231
 DM6231.The horizontal coordinates were determined by differentially corrected
 DM6231.hand held GPS observations or other comparable positioning techniques
 DM6231.and have an estimated accuracy of +/- 3 meters.
 DM6231
 DM6231.The orthometric height was determined by differential leveling and
 DM6231.adjusted by the NATIONAL GEODETIC SURVEY
 DM6231.in May 2012.
 DM6231
 DM6231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6231.GEOID18 height accuracy estimate available here.
 DM6231
 DM6231.Click photographs - Photos may exist for this station.
 DM6231
 DM6231.The dynamic height is computed by dividing the NAVD 88
 DM6231.geopotential number by the normal gravity value computed on the
 DM6231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6231.degrees latitude (g = 980.6199 gals.).
 DM6231
 DM6231.The modeled gravity was interpolated from observed gravity values.
 DM6231
 DM6231;                    North         East    Units  Estimated Accuracy
 DM6231;SPC NJ       -   173,068.9     155,346.7     MT  (+/- 3 meters HH1 GPS) 
 DM6231
 DM6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4777971448(NAD 83)
 DM6231
 DM6231                          SUPERSEDED SURVEY CONTROL
 DM6231
 DM6231.No superseded survey control is available for this station.
 DM6231
 DM6231_MARKER: DD = SURVEY DISK
 DM6231_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6231_SP_SET: ELECTRICAL MANHOLE RIM
 DM6231_STAMPING: 12 J 5 2008
 DM6231_MARK LOGO: NJGS
 DM6231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6231+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2021
 DM6231
 DM6231  HISTORY     - Date     Condition        Report By
 DM6231  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6231  HISTORY     - 20211221 GOOD             NJGS
 DM6231
 DM6231                          STATION DESCRIPTION
 DM6231
 DM6231'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6231'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, SET IN A DRILL
 DM6231'HOLE IN THE SOUTHWEST CORNER OF AN ELECTRICAL MANHOLE AT THE SOUTHWEST
 DM6231'CORNER OF THE JUNCTION OF DUNHAM'S CORNER ROAD/HELMETTA BOULEVARD AND
 DM6231'CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 DM6231'
 DM6231'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6231'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 2.3 MI (3.7 KM) EAST ON ROUTE
 DM6231'522 TO THE JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 DM6231'TURN LEFT AND GO 1.9 MI (3.1 KM) EAST-NORTHEAST ON ROUTE 535 TO THE
 DM6231'STATION ON THE LEFT.
 DM6231'
 DM6231'THE STATION IS 36.5 FT (11.1 M) SOUTH-SOUTHEAST OF POLE NUMBER 160,
 DM6231'61.8 FT (18.8 M) NORTHEAST OF POLE NUMBER BT899SBW, 25.2 FT (7.7 M)
 DM6231'NORTH OF THE TRAFFIC SIGNAL POST, 3.5 FT (1.1 M) SOUTHWEST OF THE WEST
 DM6231'CURB OF DUNHAM'S CORNER ROAD.
 DM6231
 DM6231                          STATION RECOVERY (2021)
 DM6231
 DM6231'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DM6231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7434 ***********************************************************************
 DM7434  DESIGNATION -  12 J 6
 DM7434  PID         -  DM7434
 DM7434  STATE/COUNTY-  NJ/MIDDLESEX
 DM7434  COUNTRY     -  US
 DM7434  USGS QUAD   -  PLAINFIELD (2019)
 DM7434
 DM7434                         *CURRENT SURVEY CONTROL
 DM7434  ______________________________________________________________________
 DM7434* NAD 83(1986) POSITION- 40 31 04.     (N) 074 27 14.     (W)   SCALED
 DM7434* NAVD 88 ORTHO HEIGHT -    25.661 (meters)       84.19  (feet) ADJUSTED
 DM7434  ______________________________________________________________________
 DM7434  GEOID HEIGHT    -        -32.966 (meters)                     GEOID18
 DM7434  DYNAMIC HEIGHT  -         25.650 (meters)       84.15  (feet) COMP
 DM7434  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 DM7434
 DM7434  VERT ORDER      -  FIRST     CLASS II
 DM7434
 DM7434.The horizontal coordinates were scaled from a map and have
 DM7434.an estimated accuracy of +/- 6 seconds.
 DM7434
 DM7434.The orthometric height was determined by differential leveling and
 DM7434.adjusted by the NATIONAL GEODETIC SURVEY
 DM7434.in April 2013.
 DM7434
 DM7434.No vertical observational check was made to the station.
 DM7434
 DM7434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7434.GEOID18 height accuracy estimate available here.
 DM7434
 DM7434.Click photographs - Photos may exist for this station.
 DM7434
 DM7434.The dynamic height is computed by dividing the NAVD 88
 DM7434.geopotential number by the normal gravity value computed on the
 DM7434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7434.degrees latitude (g = 980.6199 gals.).
 DM7434
 DM7434.The modeled gravity was interpolated from observed gravity values.
 DM7434
 DM7434;                    North         East    Units  Estimated Accuracy
 DM7434;SPC NJ       -   187,000.      153,910.      MT  (+/- 180 meters Scaled)
 DM7434
 DM7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK462853(NAD 83)
 DM7434
 DM7434                          SUPERSEDED SURVEY CONTROL
 DM7434
 DM7434.No superseded survey control is available for this station.
 DM7434
 DM7434_MARKER: DD = SURVEY DISK
 DM7434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7434_STAMPING: 12 J 6 2010
 DM7434_MARK LOGO: NJDT
 DM7434_PROJECTION: PROJECTING 8 CENTIMETERS
 DM7434_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7434+STABILITY: SURFACE MOTION
 DM7434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7434+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2010
 DM7434
 DM7434  HISTORY     - Date     Condition        Report By
 DM7434  HISTORY     - UNK      MONUMENTED       NJDT
 DM7434  HISTORY     - 20100710 GOOD             NJGS
 DM7434
 DM7434                          STATION DESCRIPTION
 DM7434
 DM7434'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7434'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST OF BOUND
 DM7434'BROOK JUNCTION, 5.7 MI (9.2 KM) SOUTHEAST OF BOUND BROOK AND 2.2 MI
 DM7434'(3.5 KM) NORTH OF NEW BRUNSWICK.
 DM7434'
 DM7434'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, ON THE NORTHWEST SIDE
 DM7434'OF THE SOUTHBOUND LANES OF NJ STATE ROUTE 18 AT THE GORE AREA OF THE
 DM7434'OFF RAMP FOR SOUTHBOUND LANES OF ROUTE 18 LEADING TOWARD COLLEGE ROAD
 DM7434'(BUSH CAMPUS OF RUTGERS UNIVERSITY) AT THE NORTHEAST END OF THE GUIDE
 DM7434'RAIL.
 DM7434'
 DM7434'IT IS 6 FT (1.8 M) NORTHWEST OF THE NORTHWEST EDGE OF THE SHOULDER, 40
 DM7434'FT (12.2 M) WEST-SOUTHWEST OF LIGHT POLE NUMBER RR4118, 30 FT (9.1 M)
 DM7434'SOUTHEAST OF THE SOUTHEAST EDGE OF THE RAMP, 123 FT (37.5 M) NORTHEAST
 DM7434'OF LIGHT POLE NUMBER RR3117, 185 FT (56.4 M) NORTHEAST OF THE RANGE OF
 DM7434'THE SIGN BRIDGE FOR THE NORTHBOUND LANES OF ROUTE 18 AT THE OFF RAMP
 DM7434'TO COLLEGE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0841 ***********************************************************************
 DQ0841  DESIGNATION -  12 J 7
 DQ0841  PID         -  DQ0841
 DQ0841  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0841  COUNTRY     -  US
 DQ0841  USGS QUAD   -  NEW BRUNSWICK (2019)
 DQ0841
 DQ0841                         *CURRENT SURVEY CONTROL
 DQ0841  ______________________________________________________________________
 DQ0841* NAD 83(1986) POSITION- 40 27 19.49   (N) 074 24 34.10   (W)   HD_HELD1
 DQ0841* NAVD 88 ORTHO HEIGHT -    17.350 (meters)       56.92  (feet) ADJUSTED
 DQ0841  ______________________________________________________________________
 DQ0841  GEOID HEIGHT    -        -32.774 (meters)                     GEOID18
 DQ0841  DYNAMIC HEIGHT  -         17.342 (meters)       56.90  (feet) COMP
 DQ0841  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 DQ0841
 DQ0841  VERT ORDER      -  FIRST     CLASS II
 DQ0841
 DQ0841.The horizontal coordinates were determined by differentially corrected
 DQ0841.hand held GPS observations or other comparable positioning techniques
 DQ0841.and have an estimated accuracy of +/- 3 meters.
 DQ0841
 DQ0841.The orthometric height was determined by differential leveling and
 DQ0841.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0841.in February 2016.
 DQ0841
 DQ0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0841.GEOID18 height accuracy estimate available here.
 DQ0841
 DQ0841.Click photographs - Photos may exist for this station.
 DQ0841
 DQ0841.The dynamic height is computed by dividing the NAVD 88
 DQ0841.geopotential number by the normal gravity value computed on the
 DQ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0841.degrees latitude (g = 980.6199 gals.).
 DQ0841
 DQ0841.The modeled gravity was interpolated from observed gravity values.
 DQ0841
 DQ0841;                    North         East    Units  Estimated Accuracy
 DQ0841;SPC NJ       -   180,082.0     157,678.1     MT  (+/- 3 meters HH1 GPS) 
 DQ0841
 DQ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5007078473(NAD 83)
 DQ0841
 DQ0841                          SUPERSEDED SURVEY CONTROL
 DQ0841
 DQ0841.No superseded survey control is available for this station.
 DQ0841
 DQ0841_MARKER: DD = SURVEY DISK
 DQ0841_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ0841_SP_SET: ELECTRICAL JUNCTION BOX
 DQ0841_STAMPING: 12 J 7 2015
 DQ0841_MARK LOGO: NJGS
 DQ0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0841+STABILITY: SURFACE MOTION
 DQ0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0841+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2020
 DQ0841
 DQ0841  HISTORY     - Date     Condition        Report By
 DQ0841  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0841  HISTORY     - 20200415 GOOD             NJGS
 DQ0841  HISTORY     - 20200416 GOOD             NJGS
 DQ0841
 DQ0841                          STATION DESCRIPTION
 DQ0841
 DQ0841'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0841'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-SOUTHWEST OF SOUTH
 DQ0841'AMBOY JUNCTION, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF SOUTH AMBOY AND 3.1
 DQ0841'MI (5.0 KM) SOUTHEAST OF NEW BRUNSWICK, IN EAST BRUNSWICK TOWNSHIP.
 DQ0841'
 DQ0841'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF AN
 DQ0841'ELECTRICAL JUNCTION BOX IN A TRIANGULAR SHAPED TRAFFIC ISLAND ON THE
 DQ0841'SOUTHEAST CORNER OF THE T-JUNCTION OF HARTS LANE AND TICES LANE.
 DQ0841'
 DQ0841'THE STATION IS 11 FT (3.4 M) SOUTH OF THE SOUTH CURB OF TICES LANE,
 DQ0841'15.5 FT (4.7 M) EAST OF THE EAST CURB OF HARTS LANE, 12 FT (3.7 M)
 DQ0841'SOUTHEAST OF THE TRAFFIC SIGNAL, 58 FT (17.7 M) WEST OF THE EAST NOSE
 DQ0841'OF THE ISLAND, 29.7 FT (9.1 M) NORTHEAST OF THE SOUTH NOSE OF THE
 DQ0841'ISLAND.
 DQ0841
 DQ0841                          STATION RECOVERY (2020)
 DQ0841
 DQ0841'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DQ0841'RECOVERED IN GOOD CONDITION.
 DQ0841
 DQ0841                          STATION RECOVERY (2020)
 DQ0841
 DQ0841'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DQ0841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6730 ***********************************************************************
 KV6730  DESIGNATION -  12 K 1
 KV6730  PID         -  KV6730
 KV6730  STATE/COUNTY-  NJ/MIDDLESEX
 KV6730  COUNTRY     -  US
 KV6730  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6730
 KV6730                         *CURRENT SURVEY CONTROL
 KV6730  ______________________________________________________________________
 KV6730* NAD 83(2011) POSITION- 40 27 54.21040(N) 074 23 54.74328(W)   ADJUSTED
 KV6730* NAD 83(2011) ELLIP HT-   -18.554 (meters)        (06/27/12)   ADJUSTED
 KV6730* NAD 83(2011) EPOCH   -  2010.00
 KV6730* NAVD 88 ORTHO HEIGHT -    14.2   (meters)       47.    (feet) GPS OBS
 KV6730  ______________________________________________________________________
 KV6730  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6730  GEOID HEIGHT    -        -32.890 (meters)                     GEOID90
 KV6730  GEOID HEIGHT    -        -32.758 (meters)                     GEOID18
 KV6730  NAD 83(2011) X  -  1,306,892.110 (meters)                     COMP
 KV6730  NAD 83(2011) Y  - -4,680,301.045 (meters)                     COMP
 KV6730  NAD 83(2011) Z  -  4,117,396.669 (meters)                     COMP
 KV6730  LAPLACE CORR    -          5.40  (seconds)                    DEFLEC18
 KV6730
 KV6730  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6730  Standards:
 KV6730         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6730            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6730  -------------------------------------------------------------------
 KV6730  NETWORK    0.51   0.67           0.18   0.23   0.34     -0.02530666
 KV6730  -------------------------------------------------------------------
 KV6730  Click here for local accuracies and other accuracy information.
 KV6730
 KV6730.The horizontal coordinates were established by GPS observations
 KV6730.and adjusted by the National Geodetic Survey in June 2012.
 KV6730
 KV6730.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6730.been affixed to the stable North American tectonic plate. See 
 KV6730.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6730
 KV6730.The horizontal coordinates are valid at the epoch date displayed above
 KV6730.which is a decimal equivalence of Year/Month/Day.
 KV6730
 KV6730.The orthometric height was determined by GPS observations and a
 KV6730.high-resolution geoid model.
 KV6730
 KV6730.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6730.GEOID18 height accuracy estimate available here.
 KV6730
 KV6730.Click photographs - Photos may exist for this station.
 KV6730
 KV6730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6730
 KV6730.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6730
 KV6730.The ellipsoidal height was determined by GPS observations
 KV6730.and is referenced to NAD 83.
 KV6730
 KV6730. The following values were computed from the NAD 83(2011) position.
 KV6730
 KV6730;                    North         East     Units Scale Factor Converg.
 KV6730;SPC NJ       -   181,153.862   158,604.155   MT  0.99990091   +0 03 57.0
 KV6730;SPC NJ       -   594,335.63    520,353.80   sFT  0.99990091   +0 03 57.0
 KV6730;UTM  18      - 4,479,549.931   550,990.624   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 42.1
 KV6730:UTM  18      -  R 53                                     212 45 13.9
 KV6730
 KV6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5099079549(NAD 83)
 KV6730
 KV6730|---------------------------------------------------------------------|
 KV6730| PID    Reference Object                     Distance      Geod. Az  |
 KV6730|                                                           dddmmss.s |
 KV6730| KV0932 R 53                                476.904 METERS 2130839.1 |
 KV6730|---------------------------------------------------------------------|
 KV6730
 KV6730                          SUPERSEDED SURVEY CONTROL
 KV6730
 KV6730  NAD 83(2007)-  40 27 54.21074(N)    074 23 54.74393(W) AD(2002.00) 0
 KV6730  ELLIP H (02/10/07)  -18.543  (m)                       GP(2002.00)    
 KV6730  ELLIP H (10/23/02)  -18.543  (m)                       GP(       ) 4 1
 KV6730  NAD 83(1996)-  40 27 54.21102(N)    074 23 54.74415(W) AD(       ) 1
 KV6730  ELLIP H (05/14/99)  -18.540  (m)                       GP(       ) 4 1
 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
 KV6730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6730.See file dsdata.pdf to determine how the superseded data were derived.
 KV6730
 KV6730_MARKER: DD = SURVEY DISK
 KV6730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6730_STAMPING: 12 K 1 1991
 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 - December 06, 2022
 KV6730
 KV6730  HISTORY     - Date     Condition        Report By
 KV6730  HISTORY     - 1991     MONUMENTED       NJGS
 KV6730  HISTORY     - 19920203 GOOD
 KV6730  HISTORY     - 20100331 GOOD             INDIV
 KV6730  HISTORY     - 20221206 GOOD             NJGS
 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.
 KV6730
 KV6730                          STATION RECOVERY (2010)
 KV6730
 KV6730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SM)
 KV6730'MONUMENT WAS FOUND TO BE IN GOOD CONDITION. SAID MONUMENT WAS FOUND TO
 KV6730'BE JUST BELOW THE GRASS LINE WITH A BRASS DISC IN A CONCRETE MARKER.
 KV6730'THE TIES THAT WERE GIVEN IN THE ORIGINAL DESCRIPTION WERE ACCURATE.
 KV6730
 KV6730                          STATION RECOVERY (2022)
 KV6730
 KV6730'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JR)
 KV6730'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6731 ***********************************************************************
 KV6731  DESIGNATION -  12 K 2
 KV6731  PID         -  KV6731
 KV6731  STATE/COUNTY-  NJ/MIDDLESEX
 KV6731  COUNTRY     -  US
 KV6731  USGS QUAD   -  SOUTH AMBOY (2019)
 KV6731
 KV6731                         *CURRENT SURVEY CONTROL
 KV6731  ______________________________________________________________________
 KV6731* NAD 83(2011) POSITION- 40 25 19.51960(N) 074 21 56.73936(W)   ADJUSTED
 KV6731* NAD 83(2011) ELLIP HT-    -5.771 (meters)        (06/27/12)   ADJUSTED
 KV6731* NAD 83(2011) EPOCH   -  2010.00
 KV6731* NAVD 88 ORTHO HEIGHT -    26.9   (meters)       88.    (feet) GPS OBS
 KV6731  ______________________________________________________________________
 KV6731  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6731  GEOID HEIGHT    -        -32.750 (meters)                     GEOID90
 KV6731  GEOID HEIGHT    -        -32.617 (meters)                     GEOID18
 KV6731  NAD 83(2011) X  -  1,310,406.270 (meters)                     COMP
 KV6731  NAD 83(2011) Y  - -4,682,542.710 (meters)                     COMP
 KV6731  NAD 83(2011) Z  -  4,113,773.650 (meters)                     COMP
 KV6731  LAPLACE CORR    -          4.73  (seconds)                    DEFLEC18
 KV6731
 KV6731  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6731  Standards:
 KV6731         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6731            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6731  -------------------------------------------------------------------
 KV6731  NETWORK    0.53   0.63           0.17   0.25   0.32      0.14533519
 KV6731  -------------------------------------------------------------------
 KV6731  Click here for local accuracies and other accuracy information.
 KV6731
 KV6731.The horizontal coordinates were established by GPS observations
 KV6731.and adjusted by the National Geodetic Survey in June 2012.
 KV6731
 KV6731.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6731.been affixed to the stable North American tectonic plate. See 
 KV6731.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6731
 KV6731.The horizontal coordinates are valid at the epoch date displayed above
 KV6731.which is a decimal equivalence of Year/Month/Day.
 KV6731
 KV6731.The orthometric height was determined by GPS observations and a
 KV6731.high-resolution geoid model.
 KV6731
 KV6731.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6731.GEOID18 height accuracy estimate available here.
 KV6731
 KV6731.Click photographs - Photos may exist for this station.
 KV6731
 KV6731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6731
 KV6731.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6731
 KV6731.The ellipsoidal height was determined by GPS observations
 KV6731.and is referenced to NAD 83.
 KV6731
 KV6731. The following values were computed from the NAD 83(2011) position.
 KV6731
 KV6731;                    North         East     Units Scale Factor Converg.
 KV6731;SPC NJ       -   176,386.560   161,391.162   MT  0.99990160   +0 05 13.4
 KV6731;SPC NJ       -   578,694.91    529,497.50   sFT  0.99990160   +0 05 13.4
 KV6731;UTM  18      - 4,474,799.754   553,803.822   MT  0.99963563   +0 24 40.5
 KV6731
 KV6731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6731!SPC NJ       -   1.00000091  x   0.99990160  =   0.99990251
 KV6731!UTM  18      -   1.00000091  x   0.99963563  =   0.99963653
 KV6731
 KV6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5380374799(NAD 83)
 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(2007)-  40 25 19.51994(N)    074 21 56.73994(W) AD(2002.00) 0
 KV6731  ELLIP H (02/10/07)   -5.760  (m)                       GP(2002.00)    
 KV6731  ELLIP H (10/23/02)   -5.762  (m)                       GP(       ) 4 1
 KV6731  NAD 83(1996)-  40 25 19.52021(N)    074 21 56.74019(W) AD(       ) 1
 KV6731  ELLIP H (05/14/99)   -5.759  (m)                       GP(       ) 4 1
 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
 KV6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6731.See file dsdata.pdf to determine how the superseded data were derived.
 KV6731
 KV6731_MARKER: DD = SURVEY DISK
 KV6731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6731_STAMPING: 12 K 2 1991
 KV6731_MARK LOGO: NJGS
 KV6731_PROJECTION: FLUSH
 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  HISTORY     - 20200902 GOOD             NJGS
 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.
 KV6731
 KV6731                          STATION RECOVERY (2020)
 KV6731
 KV6731'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6731'MONUMENT IS UNDER SOMEWHAT OF A LARGE TREE MAKING IT USABLE FOR OPUS
 KV6731'OBSERVATIONS UNKNOWN.  DID NOT MEET OPUS OBSERVATION STANDARDS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6673 ***********************************************************************
 KV6673  DESIGNATION -  12 K 3
 KV6673  PID         -  KV6673
 KV6673  STATE/COUNTY-  NJ/MIDDLESEX
 KV6673  COUNTRY     -  US
 KV6673  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6673
 KV6673                         *CURRENT SURVEY CONTROL
 KV6673  ______________________________________________________________________
 KV6673* NAD 83(2011) POSITION- 40 19 39.91141(N) 074 34 09.55139(W)   ADJUSTED
 KV6673* NAD 83(2011) ELLIP HT-    -9.846 (meters)        (06/27/12)   ADJUSTED
 KV6673* NAD 83(2011) EPOCH   -  2010.00
 KV6673* NAVD 88 ORTHO HEIGHT -    23.150 (meters)       75.95  (feet) ADJUSTED
 KV6673  ______________________________________________________________________
 KV6673  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 KV6673  NAD 83(2011) X  -  1,295,566.681 (meters)                     COMP
 KV6673  NAD 83(2011) Y  - -4,693,706.813 (meters)                     COMP
 KV6673  NAD 83(2011) Z  -  4,105,790.784 (meters)                     COMP
 KV6673  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 KV6673  DYNAMIC HEIGHT  -         23.139 (meters)       75.92  (feet) COMP
 KV6673  MODELED GRAVITY -    980,184.5   (mgal)                       NAVD 88
 KV6673
 KV6673  VERT ORDER      -  FIRST     CLASS II
 KV6673
 KV6673  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6673  Standards:
 KV6673         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6673            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6673  -------------------------------------------------------------------
 KV6673  NETWORK    0.68   0.71           0.25   0.30   0.36      0.13674698
 KV6673  -------------------------------------------------------------------
 KV6673  Click here for local accuracies and other accuracy information.
 KV6673
 KV6673.The horizontal coordinates were established by GPS observations
 KV6673.and adjusted by the National Geodetic Survey in June 2012.
 KV6673
 KV6673.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6673.been affixed to the stable North American tectonic plate. See 
 KV6673.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6673
 KV6673.The horizontal coordinates are valid at the epoch date displayed above
 KV6673.which is a decimal equivalence of Year/Month/Day.
 KV6673
 KV6673.The orthometric height was determined by differential leveling and
 KV6673.adjusted by the NATIONAL GEODETIC SURVEY
 KV6673.in April 1995.
 KV6673
 KV6673.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6673.GEOID18 height accuracy estimate available here.
 KV6673
 KV6673.Click photographs - Photos may exist for this station.
 KV6673
 KV6673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6673
 KV6673.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6673
 KV6673.The ellipsoidal height was determined by GPS observations
 KV6673.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6673
 KV6673;                    North         East     Units Scale Factor Converg.
 KV6673;SPC NJ       -   165,906.060   144,109.500   MT  0.99990043   -0 02 41.5
 KV6673;SPC NJ       -   544,310.13    472,799.25   sFT  0.99990043   -0 02 41.5
 KV6673;UTM  18      - 4,464,224.636   536,586.419   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3658664224(NAD 83)
 KV6673
 KV6673                          SUPERSEDED SURVEY CONTROL
 KV6673
 KV6673  NAD 83(2007)-  40 19 39.91177(N)    074 34 09.55206(W) AD(2002.00) 0
 KV6673  ELLIP H (02/10/07)   -9.833  (m)                       GP(2002.00)    
 KV6673  ELLIP H (10/23/02)   -9.818  (m)                       GP(       ) 4 1
 KV6673  NAD 83(1996)-  40 19 39.91206(N)    074 34 09.55221(W) AD(       ) 1
 KV6673  ELLIP H (05/14/99)   -9.818  (m)                       GP(       ) 4 1
 KV6673  NAD 83(1986)-  40 19 39.91197(N)    074 34 09.55446(W) AD(       ) 1
 KV6673  NGVD 29              23.48   (m)           77.0    (f) LEVELING    3  
 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
 KV6673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6673.See file dsdata.pdf to determine how the superseded data were derived.
 KV6673
 KV6673_STAMPING: 12 K 3 1991
 KV6673_MARK LOGO: NJGS
 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  HISTORY     - 20190729 MARK NOT FOUND   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.
 KV6673
 KV6673                          STATION RECOVERY (2019)
 KV6673
 KV6673'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6673'THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7394 ***********************************************************************
 DM7394  DESIGNATION -  12 K 4
 DM7394  PID         -  DM7394
 DM7394  STATE/COUNTY-  NJ/MIDDLESEX
 DM7394  COUNTRY     -  US
 DM7394  USGS QUAD   -  PLAINFIELD (2019)
 DM7394
 DM7394                         *CURRENT SURVEY CONTROL
 DM7394  ______________________________________________________________________
 DM7394* NAD 83(1986) POSITION- 40 31 54.73   (N) 074 26 34.53   (W)   HD_HELD1
 DM7394* NAVD 88 ORTHO HEIGHT -    29.734 (meters)       97.55  (feet) ADJUSTED
 DM7394  ______________________________________________________________________
 DM7394  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 DM7394  DYNAMIC HEIGHT  -         29.721 (meters)       97.51  (feet) COMP
 DM7394  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 DM7394
 DM7394  VERT ORDER      -  FIRST     CLASS II
 DM7394
 DM7394.The horizontal coordinates were determined by differentially corrected
 DM7394.hand held GPS observations or other comparable positioning techniques
 DM7394.and have an estimated accuracy of +/- 3 meters.
 DM7394
 DM7394.The orthometric height was determined by differential leveling and
 DM7394.adjusted by the NATIONAL GEODETIC SURVEY
 DM7394.in April 2013.
 DM7394
 DM7394.No vertical observational check was made to the station.
 DM7394
 DM7394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7394.GEOID18 height accuracy estimate available here.
 DM7394
 DM7394.Click photographs - Photos may exist for this station.
 DM7394
 DM7394.The dynamic height is computed by dividing the NAVD 88
 DM7394.geopotential number by the normal gravity value computed on the
 DM7394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7394.degrees latitude (g = 980.6199 gals.).
 DM7394
 DM7394.The modeled gravity was interpolated from observed gravity values.
 DM7394
 DM7394;                    North         East    Units  Estimated Accuracy
 DM7394;SPC NJ       -   188,568.7     154,835.3     MT  (+/- 3 meters HH1 GPS) 
 DM7394
 DM7394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4718086941(NAD 83)
 DM7394
 DM7394                          SUPERSEDED SURVEY CONTROL
 DM7394
 DM7394.No superseded survey control is available for this station.
 DM7394
 DM7394_MARKER: DD = SURVEY DISK
 DM7394_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7394_SP_SET: ELECTRICAL JUNCTION BOX
 DM7394_STAMPING: 12 K 4 2004
 DM7394_MARK LOGO: NJGS
 DM7394_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7394+STABILITY: SURFACE MOTION
 DM7394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7394+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DM7394
 DM7394  HISTORY     - Date     Condition        Report By
 DM7394  HISTORY     - 2004     MONUMENTED       NJGS
 DM7394  HISTORY     - 20100503 GOOD             NJGS
 DM7394
 DM7394                          STATION DESCRIPTION
 DM7394
 DM7394'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DM7394'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON THE WEST SIDE OF
 DM7394'SOUTH METLARS LANE, COUNTY ROAD 609.
 DM7394'
 DM7394'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH WASHINGTON AVENUE,
 DM7394'COUNTY ROAD 665 AND INTERSTATE HIGHWAY 287 AT INTERCHANGE 6, GO
 DM7394'SOUTH-SOUTHEAST ON SOUTH WASHINGTON AVENUE FOR 0.95 MI (1.5 KM) TO THE
 DM7394'TEE JUNCTION WITH NORTH METLARS LANE, COUNTY ROAD 609 ON THE LEFT.
 DM7394'CONTINUE SOUTH-SOUTHEAST THEN S0UTHWEST ON SOUTH METLARS LANE, COUNTY
 DM7394'ROAD 609 FOR 0.90 MI (1.4 KM) TO THE INTERSECTION WITH DRAKE LANE AND
 DM7394'SUTTONS LANE AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE
 DM7394'AT THE SOUTHEAST CORNER OF THE NORTHERLY OF TWO RECTANGULAR CONCRETE
 DM7394'ELECTRICAL JUNCTION BOXES AT THE NORTHWEST CORNER OF THE INTERSECTION.
 DM7394'THE STATION IS 4.8 M (15.7 FT) WEST FROM WOOD UTILITY POLE NUMBER
 DM7394'67158, 3.9 M (12.8 FT) NORTHWEST FROM A TRAFFIC LIGHT AND 7.2 M (23.6
 DM7394'FT) SOUTHWEST FROM A TRAFFIC LIGHT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6230 ***********************************************************************
 DM6230  DESIGNATION -  12 K 5
 DM6230  PID         -  DM6230
 DM6230  STATE/COUNTY-  NJ/MIDDLESEX
 DM6230  COUNTRY     -  US
 DM6230  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM6230
 DM6230                         *CURRENT SURVEY CONTROL
 DM6230  ______________________________________________________________________
 DM6230* NAD 83(1986) POSITION- 40 23 07.     (N) 074 25 41.     (W)   SCALED
 DM6230* NAVD 88 ORTHO HEIGHT -    15.528 (meters)       50.94  (feet) ADJUSTED
 DM6230  ______________________________________________________________________
 DM6230  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 DM6230  DYNAMIC HEIGHT  -         15.521 (meters)       50.92  (feet) COMP
 DM6230  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 DM6230
 DM6230  VERT ORDER      -  FIRST     CLASS II
 DM6230
 DM6230.The horizontal coordinates were scaled from a map and have
 DM6230.an estimated accuracy of +/- 6 seconds.
 DM6230
 DM6230.The orthometric height was determined by differential leveling and
 DM6230.adjusted by the NATIONAL GEODETIC SURVEY
 DM6230.in May 2012.
 DM6230
 DM6230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6230.GEOID18 height accuracy estimate available here.
 DM6230
 DM6230.Click photographs - Photos may exist for this station.
 DM6230
 DM6230.The dynamic height is computed by dividing the NAVD 88
 DM6230.geopotential number by the normal gravity value computed on the
 DM6230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6230.degrees latitude (g = 980.6199 gals.).
 DM6230
 DM6230.The modeled gravity was interpolated from observed gravity values.
 DM6230
 DM6230;                    North         East    Units  Estimated Accuracy
 DM6230;SPC NJ       -   172,290.      156,110.      MT  (+/- 180 meters Scaled)
 DM6230
 DM6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK485706(NAD 83)
 DM6230
 DM6230                          SUPERSEDED SURVEY CONTROL
 DM6230
 DM6230.No superseded survey control is available for this station.
 DM6230
 DM6230_MARKER: DD = SURVEY DISK
 DM6230_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6230_SP_SET: PUMPING STATION BASE
 DM6230_STAMPING: 12 K 5 2008
 DM6230_MARK LOGO: NJGS
 DM6230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6230+STABILITY: SURFACE MOTION
 DM6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6230+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 DM6230
 DM6230  HISTORY     - Date     Condition        Report By
 DM6230  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6230
 DM6230                          STATION DESCRIPTION
 DM6230
 DM6230'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6230'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP, SET IN A DRILL HOLE
 DM6230'IN THE NORTHWEST CORNER OF A PUMPING STATION JUNCTION CHAMBER ON THE
 DM6230'SOUTHWEST SIDE OF HELMETTA BOULEVARD.
 DM6230'
 DM6230'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6230'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 2.3 MI (3.7 KM) EAST ON ROUTE
 DM6230'522 TO THE JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 DM6230'TURN LEFT AND GO 1.9 MI (3.1 KM) EAST-NORTHEAST ON ROUTE 535 TO THE
 DM6230'JUNCTION WITH DUNHAM'S CORNER ROAD/HELMETTA BOULEVARD.  TURN RIGHT AND
 DM6230'GO 0.65 MI (1.0 KM) SOUTHEAST TO THE STATION ON THE RIGHT, AT THE
 DM6230'CURVE TO THE LEFT IN THE ROAD.
 DM6230'
 DM6230'THE STATION IS 107.6 FT (32.8 M) SOUTHWEST OF POLE NUMBER BT1394EBW,
 DM6230'43.7 FT (13.3 M) EAST OF POLE NUMBER BT1395EBW, 80.7 FT (24.6 M) WEST
 DM6230'OF POLE NUMBER BT1396EBW, 22 FT (6.7 M) SOUTHWEST OF THE CENTERLINE OF
 DM6230'HELMETTA BOULEVARD, 9.0 FT (2.7 M) NORTH OF A RED WARNING LIGHT FOR
 DM6230'THE CHAMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7435 ***********************************************************************
 DM7435  DESIGNATION -  12 K 6
 DM7435  PID         -  DM7435
 DM7435  STATE/COUNTY-  NJ/MIDDLESEX
 DM7435  COUNTRY     -  US
 DM7435  USGS QUAD   -  PLAINFIELD (2019)
 DM7435
 DM7435                         *CURRENT SURVEY CONTROL
 DM7435  ______________________________________________________________________
 DM7435* NAD 83(1986) POSITION- 40 30 58.     (N) 074 27 22.     (W)   SCALED
 DM7435* NAVD 88 ORTHO HEIGHT -    23.442 (meters)       76.91  (feet) ADJUSTED
 DM7435  ______________________________________________________________________
 DM7435  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 DM7435  DYNAMIC HEIGHT  -         23.432 (meters)       76.88  (feet) COMP
 DM7435  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 DM7435
 DM7435  VERT ORDER      -  FIRST     CLASS II
 DM7435
 DM7435.The horizontal coordinates were scaled from a map and have
 DM7435.an estimated accuracy of +/- 6 seconds.
 DM7435
 DM7435.The orthometric height was determined by differential leveling and
 DM7435.adjusted by the NATIONAL GEODETIC SURVEY
 DM7435.in April 2013.
 DM7435
 DM7435.No vertical observational check was made to the station.
 DM7435
 DM7435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7435.GEOID18 height accuracy estimate available here.
 DM7435
 DM7435.Click photographs - Photos may exist for this station.
 DM7435
 DM7435.The dynamic height is computed by dividing the NAVD 88
 DM7435.geopotential number by the normal gravity value computed on the
 DM7435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7435.degrees latitude (g = 980.6199 gals.).
 DM7435
 DM7435.The modeled gravity was interpolated from observed gravity values.
 DM7435
 DM7435;                    North         East    Units  Estimated Accuracy
 DM7435;SPC NJ       -   186,820.      153,720.      MT  (+/- 180 meters Scaled)
 DM7435
 DM7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK460851(NAD 83)
 DM7435
 DM7435                          SUPERSEDED SURVEY CONTROL
 DM7435
 DM7435.No superseded survey control is available for this station.
 DM7435
 DM7435_MARKER: DD = SURVEY DISK
 DM7435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7435_STAMPING: 12 K 6 2010
 DM7435_MARK LOGO: NJDT
 DM7435_PROJECTION: FLUSH
 DM7435_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7435+STABILITY: SURFACE MOTION
 DM7435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7435+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2010
 DM7435
 DM7435  HISTORY     - Date     Condition        Report By
 DM7435  HISTORY     - UNK      MONUMENTED       NJDT
 DM7435  HISTORY     - 20100710 GOOD             NJGS
 DM7435
 DM7435                          STATION DESCRIPTION
 DM7435
 DM7435'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7435'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, ON THE NORTHWEST SIDE
 DM7435'OF THE SOUTHBOUND LANES OF NJ STATE ROUTE 18 AT THE ON RAMP FROM
 DM7435'COLLEGE ROAD TO THE SOUTHBOUND LANES OF ROUTE 18.
 DM7435'
 DM7435'THE STATION IS 8 FT (2.4 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 DM7435'EDGE OF PAVING OF ROUTE 18, 54.5 FT (16.6 M) SOUTHWEST OF LIGHT POLE
 DM7435'RR2112, 75.2 FT (22.9 M) NORTHEAST OF A SIGN 100 FT (30.5 M) NORTHEAST
 DM7435'OF LIGHT POLE NUMBER RR1111, 8 FT (2.4 M) SOUTHEAST OF A 6 FT (1.8 M)
 DM7435'HIGH CHAIN LINK FENCE.
 DM7435'
 DM7435'THE ELEVATION WAS ESTABLISHED ON THE DATUM POINT WHICH IS THE CENTER
 DM7435'PUNCH ON THE DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0842 ***********************************************************************
 DQ0842  DESIGNATION -  12 K 7
 DQ0842  PID         -  DQ0842
 DQ0842  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0842  COUNTRY     -  US
 DQ0842  USGS QUAD   -  NEW BRUNSWICK (2019)
 DQ0842
 DQ0842                         *CURRENT SURVEY CONTROL
 DQ0842  ______________________________________________________________________
 DQ0842* NAD 83(1986) POSITION- 40 27 12.43   (N) 074 24 49.94   (W)   HD_HELD1
 DQ0842* NAVD 88 ORTHO HEIGHT -    11.771 (meters)       38.62  (feet) ADJUSTED
 DQ0842  ______________________________________________________________________
 DQ0842  GEOID HEIGHT    -        -32.783 (meters)                     GEOID18
 DQ0842  DYNAMIC HEIGHT  -         11.766 (meters)       38.60  (feet) COMP
 DQ0842  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 DQ0842
 DQ0842  VERT ORDER      -  FIRST     CLASS II
 DQ0842
 DQ0842.The horizontal coordinates were determined by differentially corrected
 DQ0842.hand held GPS observations or other comparable positioning techniques
 DQ0842.and have an estimated accuracy of +/- 3 meters.
 DQ0842
 DQ0842.The orthometric height was determined by differential leveling and
 DQ0842.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0842.in February 2016.
 DQ0842
 DQ0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0842.GEOID18 height accuracy estimate available here.
 DQ0842
 DQ0842.Click photographs - Photos may exist for this station.
 DQ0842
 DQ0842.The dynamic height is computed by dividing the NAVD 88
 DQ0842.geopotential number by the normal gravity value computed on the
 DQ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0842.degrees latitude (g = 980.6199 gals.).
 DQ0842
 DQ0842.The modeled gravity was interpolated from observed gravity values.
 DQ0842
 DQ0842;                    North         East    Units  Estimated Accuracy
 DQ0842;SPC NJ       -   179,863.9     157,305.2     MT  (+/- 3 meters HH1 GPS) 
 DQ0842
 DQ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4969978252(NAD 83)
 DQ0842
 DQ0842                          SUPERSEDED SURVEY CONTROL
 DQ0842
 DQ0842.No superseded survey control is available for this station.
 DQ0842
 DQ0842_MARKER: DD = SURVEY DISK
 DQ0842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ0842_SP_SET: RETAINING WALL
 DQ0842_STAMPING: 12 K 7 2015
 DQ0842_MARK LOGO: NJGS
 DQ0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0842+STABILITY: SURFACE MOTION
 DQ0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0842+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2015
 DQ0842
 DQ0842  HISTORY     - Date     Condition        Report By
 DQ0842  HISTORY     - 20150527 MONUMENTED       NJGS
 DQ0842
 DQ0842                          STATION DESCRIPTION
 DQ0842
 DQ0842'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0842'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH-NORTHEAST OF
 DQ0842'JAMESBURG, 6.7 MI (10.8 KM) WEST-SOUTHWEST OF SOUTH AMBOY AND 3.0 MI
 DQ0842'(4.8 KM) SOUTHEAST OF NEW BRUNSWICK, IN EAST BRUNSWICK TOWNSHIP.
 DQ0842'
 DQ0842'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE
 DQ0842'NORTHEAST RETAINING WALL ON THE SOUTH SIDE OF TICES LANE FOR A CULVERT
 DQ0842'SPANNING SAWMILL BROOK.
 DQ0842'
 DQ0842'THE STATION IS 30 FT (9.1 M) SOUTH OF THE SOUTH CURB OF TICES LANE,
 DQ0842'30.8 FT (9.4 M) SOUTH-SOUTHEAST OF POLE NUMBER 64268, 36 FT (11.0 M)
 DQ0842'EAST-NORTHEAST OF THE CENTER OF THE CULVERT, 35 FT (10.7 M)
 DQ0842'WEST-SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL, 12 FT (3.7 M)
 DQ0842'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BALUSTRADE WALL, 1.5 FT
 DQ0842'(0.5 M) WEST OF THE EAST END OF THE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6732 ***********************************************************************
 KV6732  DESIGNATION -  12 L 1
 KV6732  PID         -  KV6732
 KV6732  STATE/COUNTY-  NJ/MIDDLESEX
 KV6732  COUNTRY     -  US
 KV6732  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6732
 KV6732                         *CURRENT SURVEY CONTROL
 KV6732  ______________________________________________________________________
 KV6732* NAD 83(2011) POSITION- 40 28 06.34659(N) 074 24 29.81109(W)   ADJUSTED
 KV6732* NAD 83(2011) ELLIP HT-   -10.352 (meters)        (06/27/12)   ADJUSTED
 KV6732* NAD 83(2011) EPOCH   -  2010.00
 KV6732* NAVD 88 ORTHO HEIGHT -    22.4   (meters)       73.    (feet) GPS OBS
 KV6732  ______________________________________________________________________
 KV6732  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6732  GEOID HEIGHT    -        -32.920 (meters)                     GEOID90
 KV6732  GEOID HEIGHT    -        -32.788 (meters)                     GEOID18
 KV6732  NAD 83(2011) X  -  1,306,032.753 (meters)                     COMP
 KV6732  NAD 83(2011) Y  - -4,680,295.165 (meters)                     COMP
 KV6732  NAD 83(2011) Z  -  4,117,686.787 (meters)                     COMP
 KV6732  LAPLACE CORR    -          5.48  (seconds)                    DEFLEC18
 KV6732
 KV6732  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6732  Standards:
 KV6732         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6732            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6732  -------------------------------------------------------------------
 KV6732  NETWORK    0.52   0.67           0.17   0.24   0.34      0.06197631
 KV6732  -------------------------------------------------------------------
 KV6732  Click here for local accuracies and other accuracy information.
 KV6732
 KV6732.The horizontal coordinates were established by GPS observations
 KV6732.and adjusted by the National Geodetic Survey in June 2012.
 KV6732
 KV6732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6732.been affixed to the stable North American tectonic plate. See 
 KV6732.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6732
 KV6732.The horizontal coordinates are valid at the epoch date displayed above
 KV6732.which is a decimal equivalence of Year/Month/Day.
 KV6732
 KV6732.The orthometric height was determined by GPS observations and a
 KV6732.high-resolution geoid model.
 KV6732
 KV6732.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6732.GEOID18 height accuracy estimate available here.
 KV6732
 KV6732.Click photographs - Photos may exist for this station.
 KV6732
 KV6732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6732
 KV6732.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6732
 KV6732.The ellipsoidal height was determined by GPS observations
 KV6732.and is referenced to NAD 83.
 KV6732
 KV6732. The following values were computed from the NAD 83(2011) position.
 KV6732
 KV6732;                    North         East     Units Scale Factor Converg.
 KV6732;SPC NJ       -   181,527.267   157,777.693   MT  0.99990074   +0 03 34.3
 KV6732;SPC NJ       -   595,560.71    517,642.31   sFT  0.99990074   +0 03 34.3
 KV6732;UTM  18      - 4,479,918.550   550,162.283   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 36.9
 KV6732:UTM  18      -  12 M 1                                   224 02 08.6
 KV6732
 KV6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5016279918(NAD 83)
 KV6732
 KV6732|---------------------------------------------------------------------|
 KV6732| PID    Reference Object                     Distance      Geod. Az  |
 KV6732|                                                           dddmmss.s |
 KV6732| KV6734 12 M 1                              400.270 METERS 2242511.2 |
 KV6732|---------------------------------------------------------------------|
 KV6732
 KV6732                          SUPERSEDED SURVEY CONTROL
 KV6732
 KV6732  NAD 83(2007)-  40 28 06.34692(N)    074 24 29.81179(W) AD(2002.00) 0
 KV6732  ELLIP H (02/10/07)  -10.342  (m)                       GP(2002.00)    
 KV6732  ELLIP H (10/23/02)  -10.341  (m)                       GP(       ) 4 1
 KV6732  NAD 83(1996)-  40 28 06.34720(N)    074 24 29.81201(W) AD(       ) 1
 KV6732  ELLIP H (05/14/99)  -10.337  (m)                       GP(       ) 4 1
 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
 KV6732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6732.See file dsdata.pdf to determine how the superseded data were derived.
 KV6732
 KV6732_MARKER: DD = SURVEY DISK
 KV6732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - November 28, 2022
 KV6732
 KV6732  HISTORY     - Date     Condition        Report By
 KV6732  HISTORY     - 1991     MONUMENTED       NJGS
 KV6732  HISTORY     - 19920205 GOOD
 KV6732  HISTORY     - 20221128 GOOD             NJGS
 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.
 KV6732
 KV6732                          STATION RECOVERY (2022)
 KV6732
 KV6732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JR)
 KV6732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6733 ***********************************************************************
 KV6733  DESIGNATION -  12 L 2
 KV6733  PID         -  KV6733
 KV6733  STATE/COUNTY-  NJ/MIDDLESEX
 KV6733  COUNTRY     -  US
 KV6733  USGS QUAD   -  SOUTH AMBOY (2019)
 KV6733
 KV6733                         *CURRENT SURVEY CONTROL
 KV6733  ______________________________________________________________________
 KV6733* NAD 83(2011) POSITION- 40 24 58.48918(N) 074 21 44.53351(W)   ADJUSTED
 KV6733* NAD 83(2011) ELLIP HT-   -30.791 (meters)        (06/27/12)   ADJUSTED
 KV6733* NAD 83(2011) EPOCH   -  2010.00
 KV6733* NAVD 88 ORTHO HEIGHT -     1.8   (meters)        6.    (feet) GPS OBS
 KV6733  ______________________________________________________________________
 KV6733  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6733  GEOID HEIGHT    -        -32.730 (meters)                     GEOID90
 KV6733  GEOID HEIGHT    -        -32.602 (meters)                     GEOID18
 KV6733  NAD 83(2011) X  -  1,310,791.597 (meters)                     COMP
 KV6733  NAD 83(2011) Y  - -4,682,851.838 (meters)                     COMP
 KV6733  NAD 83(2011) Z  -  4,113,263.569 (meters)                     COMP
 KV6733  LAPLACE CORR    -          4.73  (seconds)                    DEFLEC18
 KV6733
 KV6733  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6733  Standards:
 KV6733         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6733            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6733  -------------------------------------------------------------------
 KV6733  NETWORK    0.55   0.63           0.17   0.26   0.32      0.11567111
 KV6733  -------------------------------------------------------------------
 KV6733  Click here for local accuracies and other accuracy information.
 KV6733
 KV6733.The horizontal coordinates were established by GPS observations
 KV6733.and adjusted by the National Geodetic Survey in June 2012.
 KV6733
 KV6733.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6733.been affixed to the stable North American tectonic plate. See 
 KV6733.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6733
 KV6733.The horizontal coordinates are valid at the epoch date displayed above
 KV6733.which is a decimal equivalence of Year/Month/Day.
 KV6733
 KV6733.The orthometric height was determined by GPS observations and a
 KV6733.high-resolution geoid model.
 KV6733
 KV6733.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6733.GEOID18 height accuracy estimate available here.
 KV6733
 KV6733.Click photographs - Photos may exist for this station.
 KV6733
 KV6733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6733
 KV6733.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6733
 KV6733.The ellipsoidal height was determined by GPS observations
 KV6733.and is referenced to NAD 83.
 KV6733
 KV6733. The following values were computed from the NAD 83(2011) position.
 KV6733
 KV6733;                    North         East     Units Scale Factor Converg.
 KV6733;SPC NJ       -   175,738.379   161,679.882   MT  0.99990168   +0 05 21.2
 KV6733;SPC NJ       -   576,568.33    530,444.75   sFT  0.99990168   +0 05 21.2
 KV6733;UTM  18      - 4,474,153.390   554,096.127   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5409674153(NAD 83)
 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(2007)-  40 24 58.48951(N)    074 21 44.53412(W) AD(2002.00) 0
 KV6733  ELLIP H (02/10/07)  -30.780  (m)                       GP(2002.00)    
 KV6733  ELLIP H (10/23/02)  -30.782  (m)                       GP(       ) 4 1
 KV6733  NAD 83(1996)-  40 24 58.48979(N)    074 21 44.53434(W) AD(       ) 1
 KV6733  ELLIP H (05/14/99)  -30.779  (m)                       GP(       ) 4 1
 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
 KV6733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6733.See file dsdata.pdf to determine how the superseded data were derived.
 KV6733
 KV6733_MARKER: DD = SURVEY DISK
 KV6733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6674 ***********************************************************************
 KV6674  DESIGNATION -  12 L 3
 KV6674  PID         -  KV6674
 KV6674  STATE/COUNTY-  NJ/MIDDLESEX
 KV6674  COUNTRY     -  US
 KV6674  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6674
 KV6674                         *CURRENT SURVEY CONTROL
 KV6674  ______________________________________________________________________
 KV6674* NAD 83(2011) POSITION- 40 20 27.90580(N) 074 36 15.35146(W)   ADJUSTED
 KV6674* NAD 83(2011) ELLIP HT-    -8.791 (meters)        (06/27/12)   ADJUSTED
 KV6674* NAD 83(2011) EPOCH   -  2010.00
 KV6674* NAVD 88 ORTHO HEIGHT -    24.346 (meters)       79.88  (feet) ADJUSTED
 KV6674  ______________________________________________________________________
 KV6674  GEOID HEIGHT    -        -33.126 (meters)                     GEOID18
 KV6674  NAD 83(2011) X  -  1,292,449.602 (meters)                     COMP
 KV6674  NAD 83(2011) Y  - -4,693,573.092 (meters)                     COMP
 KV6674  NAD 83(2011) Z  -  4,106,919.924 (meters)                     COMP
 KV6674  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 KV6674  DYNAMIC HEIGHT  -         24.335 (meters)       79.84  (feet) COMP
 KV6674  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 KV6674
 KV6674  VERT ORDER      -  FIRST     CLASS II
 KV6674
 KV6674  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6674  Standards:
 KV6674         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6674            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6674  -------------------------------------------------------------------
 KV6674  NETWORK    1.04   1.02           0.40   0.45   0.52     -0.05492996
 KV6674  -------------------------------------------------------------------
 KV6674  Click here for local accuracies and other accuracy information.
 KV6674
 KV6674.The horizontal coordinates were established by GPS observations
 KV6674.and adjusted by the National Geodetic Survey in June 2012.
 KV6674
 KV6674.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6674.been affixed to the stable North American tectonic plate. See 
 KV6674.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6674
 KV6674.The horizontal coordinates are valid at the epoch date displayed above
 KV6674.which is a decimal equivalence of Year/Month/Day.
 KV6674
 KV6674.The orthometric height was determined by differential leveling and
 KV6674.adjusted by the NATIONAL GEODETIC SURVEY
 KV6674.in April 1995.
 KV6674
 KV6674.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6674.GEOID18 height accuracy estimate available here.
 KV6674
 KV6674.Click photographs - Photos may exist for this station.
 KV6674
 KV6674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6674
 KV6674.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6674
 KV6674.The ellipsoidal height was determined by GPS observations
 KV6674.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6674
 KV6674;                    North         East     Units Scale Factor Converg.
 KV6674;SPC NJ       -   167,389.198   141,141.813   MT  0.99990097   -0 04 03.0
 KV6674;SPC NJ       -   549,176.06    463,062.76   sFT  0.99990097   -0 04 03.0
 KV6674;UTM  18      - 4,465,690.569   533,611.252   MT  0.99961391   +0 15 22.2
 KV6674
 KV6674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6674!SPC NJ       -   1.00000138  x   0.99990097  =   0.99990235
 KV6674!UTM  18      -   1.00000138  x   0.99961391  =   0.99961529
 KV6674
 KV6674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3361165690(NAD 83)
 KV6674
 KV6674                          SUPERSEDED SURVEY CONTROL
 KV6674
 KV6674  NAD 83(2007)-  40 20 27.90621(N)    074 36 15.35219(W) AD(2002.00) 0
 KV6674  ELLIP H (02/10/07)   -8.774  (m)                       GP(2002.00)    
 KV6674  ELLIP H (10/23/02)   -8.757  (m)                       GP(       ) 4 1
 KV6674  NAD 83(1996)-  40 20 27.90655(N)    074 36 15.35231(W) AD(       ) 1
 KV6674  ELLIP H (05/14/99)   -8.754  (m)                       GP(       ) 4 1
 KV6674  NAD 83(1986)-  40 20 27.90639(N)    074 36 15.35446(W) AD(       ) 1
 KV6674  NGVD 29              24.68   (m)           81.0    (f) LEVELING    3  
 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
 KV6674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6674.See file dsdata.pdf to determine how the superseded data were derived.
 KV6674
 KV6674_MARKER: DD = SURVEY DISK
 KV6674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6674_STAMPING: 12 L 3 1991
 KV6674_MARK LOGO: NJGS
 KV6674_PROJECTION: RECESSED 25 CENTIMETERS
 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 - August 07, 2019
 KV6674
 KV6674  HISTORY     - Date     Condition        Report By
 KV6674  HISTORY     - 1991     MONUMENTED       NJGS
 KV6674  HISTORY     - 19911120 GOOD             NJGS
 KV6674  HISTORY     - 20010326 GOOD             NJGS
 KV6674  HISTORY     - 20060613 GOOD             NJGS
 KV6674  HISTORY     - 20160506 GOOD             PB
 KV6674  HISTORY     - 20190807 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.
 KV6674
 KV6674                          STATION RECOVERY (2006)
 KV6674
 KV6674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV6674'RECOVERED IN GOOD CONDITION.  NOTE--THE BRISTOL MYERS SQUIBB COMPLEX
 KV6674'IS IN OPERATION.
 KV6674
 KV6674                          STATION RECOVERY (2016)
 KV6674
 KV6674'RECOVERY NOTE BY PBS&J 2016 (MJB)
 KV6674'DISK IS UNDER LANDSCAPING
 KV6674
 KV6674                          STATION RECOVERY (2019)
 KV6674
 KV6674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7395 ***********************************************************************
 DM7395  DESIGNATION -  12 L 4
 DM7395  PID         -  DM7395
 DM7395  STATE/COUNTY-  NJ/MIDDLESEX
 DM7395  COUNTRY     -  US
 DM7395  USGS QUAD   -  PLAINFIELD (2019)
 DM7395
 DM7395                         *CURRENT SURVEY CONTROL
 DM7395  ______________________________________________________________________
 DM7395* NAD 83(1986) POSITION- 40 31 39.     (N) 074 26 47.     (W)   SCALED
 DM7395* NAVD 88 ORTHO HEIGHT -    25.724 (meters)       84.40  (feet) ADJUSTED
 DM7395  ______________________________________________________________________
 DM7395  GEOID HEIGHT    -        -32.954 (meters)                     GEOID18
 DM7395  DYNAMIC HEIGHT  -         25.713 (meters)       84.36  (feet) COMP
 DM7395  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 DM7395
 DM7395  VERT ORDER      -  FIRST     CLASS II
 DM7395
 DM7395.The horizontal coordinates were scaled from a map and have
 DM7395.an estimated accuracy of +/- 6 seconds.
 DM7395
 DM7395.The orthometric height was determined by differential leveling and
 DM7395.adjusted by the NATIONAL GEODETIC SURVEY
 DM7395.in April 2013.
 DM7395
 DM7395.No vertical observational check was made to the station.
 DM7395
 DM7395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7395.GEOID18 height accuracy estimate available here.
 DM7395
 DM7395.Click photographs - Photos may exist for this station.
 DM7395
 DM7395.The dynamic height is computed by dividing the NAVD 88
 DM7395.geopotential number by the normal gravity value computed on the
 DM7395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7395.degrees latitude (g = 980.6199 gals.).
 DM7395
 DM7395.The modeled gravity was interpolated from observed gravity values.
 DM7395
 DM7395;                    North         East    Units  Estimated Accuracy
 DM7395;SPC NJ       -   188,080.      154,540.      MT  (+/- 180 meters Scaled)
 DM7395
 DM7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK468864(NAD 83)
 DM7395
 DM7395                          SUPERSEDED SURVEY CONTROL
 DM7395
 DM7395.No superseded survey control is available for this station.
 DM7395
 DM7395_MARKER: DD = SURVEY DISK
 DM7395_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7395_SP_SET: CULVERT WING WALL
 DM7395_STAMPING: 12 L 4 2004
 DM7395_MARK LOGO: NJGS
 DM7395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7395+STABILITY: SURFACE MOTION
 DM7395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7395+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DM7395
 DM7395  HISTORY     - Date     Condition        Report By
 DM7395  HISTORY     - 2004     MONUMENTED       NJGS
 DM7395  HISTORY     - 20100503 GOOD             NJGS
 DM7395  HISTORY     - 20130118 GOOD             DPKCON
 DM7395
 DM7395                          STATION DESCRIPTION
 DM7395
 DM7395'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DM7395'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON THE SOUTHWEST SIDE OF
 DM7395'SOUTH METLARS LANE, COUNTY ROAD 609.
 DM7395'
 DM7395'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH WASHINGTON AVENUE,
 DM7395'COUNTY ROAD 665 AND INTERSTATE HIGHWAY 287 AT INTERCHANGE 6, GO
 DM7395'SOUTH-SOUTHEAST ON SOUTH WASHINGTON AVENUE FOR 0.95 MI (1.5 KM) TO THE
 DM7395'TEE JUNCTION WITH NORTH METLARS LANE, COUNTY ROAD 609 ON THE LEFT.
 DM7395'CONTINUE SOUTH-SOUTHEAST THEN S0UTHWEST ON SOUTH METLARS LANE, COUNTY
 DM7395'ROAD 609 FOR 1.3 MI (2.1 KM) TO A SMALL CONCRETE CULVERT AND THE
 DM7395'STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE AT THE WEST END OF THE
 DM7395'SOUTHWEST WING WALL, JUST NORTHEAST FROM THE TEE JUNCTION WITH DUNBAR
 DM7395'AVENUE.
 DM7395'
 DM7395'THE STATION IS 16.3 M (53.5 FT) EAST FROM THE EAST CORNER OF A TWO
 DM7395'STORY FRAME HOUSE, NUMBER 514, 16, 3 M (52.5 FT) NORTHWEST FROM THE
 DM7395'CENTER LINE OF SOUTH METLARS LANE, 5.7 M (18.7 FT) NORTH FROM WOOD
 DM7395'UTILITY POLE NUMBER 65487 PC AND 50.0 M (164.0 FT) NORTH-NORTHEAST
 DM7395'FROM THE EXTENDED CENTER LINE OF DUNBAR AVENUE.  A WITNESS SIGN HAS
 DM7395'BEEN PLACED A 6 FT (1.8 M) HIGH CHAIN LINK FENCE ADJACENT TO THE
 DM7395'STATION DISK.
 DM7395'
 DM7395'THE DISK IS SET SLANTED IN THE WING WALL, THE ELEVATION WAS
 DM7395'ESTABLISHED ON THE DATUM POINT.
 DM7395
 DM7395                          STATION RECOVERY (2013)
 DM7395
 DM7395'RECOVERY NOTE BY DPK CONSULTING LLC 2013 (DC)
 DM7395'MARK FOUND STAMPED '12L4 2004' ON TOP OF CONCRETE HEADWALL ON WEST
 DM7395'SIDE OF METLARS LANE, APPROXIMATELY 180 FEET NORTH OF DUNBAR AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6229 ***********************************************************************
 DM6229  DESIGNATION -  12 L 5
 DM6229  PID         -  DM6229
 DM6229  STATE/COUNTY-  NJ/MIDDLESEX
 DM6229  COUNTRY     -  US
 DM6229  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM6229
 DM6229                         *CURRENT SURVEY CONTROL
 DM6229  ______________________________________________________________________
 DM6229* NAD 83(1986) POSITION- 40 22 40.     (N) 074 25 34.     (W)   SCALED
 DM6229* NAVD 88 ORTHO HEIGHT -    12.751 (meters)       41.83  (feet) ADJUSTED
 DM6229  ______________________________________________________________________
 DM6229  GEOID HEIGHT    -        -32.700 (meters)                     GEOID18
 DM6229  DYNAMIC HEIGHT  -         12.746 (meters)       41.82  (feet) COMP
 DM6229  MODELED GRAVITY -    980,197.5   (mgal)                       NAVD 88
 DM6229
 DM6229  VERT ORDER      -  FIRST     CLASS II
 DM6229
 DM6229.The horizontal coordinates were scaled from a map and have
 DM6229.an estimated accuracy of +/- 6 seconds.
 DM6229
 DM6229.The orthometric height was determined by differential leveling and
 DM6229.adjusted by the NATIONAL GEODETIC SURVEY
 DM6229.in May 2012.
 DM6229
 DM6229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6229.GEOID18 height accuracy estimate available here.
 DM6229
 DM6229.Click photographs - Photos may exist for this station.
 DM6229
 DM6229.The dynamic height is computed by dividing the NAVD 88
 DM6229.geopotential number by the normal gravity value computed on the
 DM6229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6229.degrees latitude (g = 980.6199 gals.).
 DM6229
 DM6229.The modeled gravity was interpolated from observed gravity values.
 DM6229
 DM6229;                    North         East    Units  Estimated Accuracy
 DM6229;SPC NJ       -   171,460.      156,270.      MT  (+/- 180 meters Scaled)
 DM6229
 DM6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK487698(NAD 83)
 DM6229
 DM6229                          SUPERSEDED SURVEY CONTROL
 DM6229
 DM6229.No superseded survey control is available for this station.
 DM6229
 DM6229_MARKER: DD = SURVEY DISK
 DM6229_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6229_SP_SET: BRIDGE WALKWAY ABUTMENT
 DM6229_STAMPING: 12 L 5 2008
 DM6229_MARK LOGO: NJGS
 DM6229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6229+STABILITY: SURFACE MOTION
 DM6229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6229+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 DM6229
 DM6229  HISTORY     - Date     Condition        Report By
 DM6229  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6229
 DM6229                          STATION DESCRIPTION
 DM6229
 DM6229'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6229'THE STATION IS LOCATED IN THE BOROUGH OF HELMETTA, SET IN A DRILL HOLE
 DM6229'IN THE EAST CORNER OF THE NORTH ABUTMENT FOR A RED WALKWAY BRIDGE AT
 DM6229'THE SLUICEWAY SPILLWAY FOR THE OUTLET FOR THE HELMETTA POND.  THE
 DM6229'STATION IS AT THE SOUTH END OF A PARK OPPOSITE THE JUNCTION OF MAPLE
 DM6229'STREET AND ERICSON AVENUE.
 DM6229'
 DM6229'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND DAYTON
 DM6229'ROAD (COUNTY ROUTE 522) IN DAYTON, GO 2.3 MI (3.7 KM) EAST ON ROUTE
 DM6229'522 TO THE JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 DM6229'TURN LEFT AND GO 1.9 MI (3.1 KM) EAST-NORTHEAST ON ROUTE 535 TO THE
 DM6229'JUNCTION WITH DUNHAM'S CORNER ROAD/HELMETTA BOULEVARD.  TURN RIGHT AND
 DM6229'GO 1.05 MI (1.7 KM) EAST-SOUTHEAST ON HELMETTA BOULEVARD TO THE WYE
 DM6229'JUNCTION WITH MAPLE STREET, STAY TO THE RIGHT AND GO 0.3 MI (0.5 KM)
 DM6229'SOUTH-SOUTHWEST ON MAPLE STREET TO THE ENTRANCE TO THE PARK ON THE
 DM6229'RIGHT, GO ABOUT 65 FT (19.8 M) SOUTH ON THE PARK DRIVE TO THE STATION
 DM6229'ON THE RIGHT.  TO REACH THE STATION FROM THE JUNCTION OF MAPLE STREET
 DM6229'AND RAILROAD AVENUE IN HELMETTA, GO 0.15 MI (0.2 KM) NORTHWEST ON
 DM6229'MAPLE STREET TO THE STATION ON THE LEFT.
 DM6229'
 DM6229'THE STATION IS 110 FT (33.5 M) WEST OF THE CENTERLINE OF MAPLE AVENUE,
 DM6229'64 FT (19.5 M) SOUTH OF THE CENTERLINE OF THE PARK DRIVEWAY, 12 FT
 DM6229'(3.7 M) NORTH-NORTHWEST OF THE WEST END OF A PIPE RAILING ON THE
 DM6229'CONCRETE WALL OF THE SLUICEWAY, 1.5 FT (0.5 M) EAST OF THE NORTH
 DM6229'WOODEN RAIL FOR THE PEDESTRIAN BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7436 ***********************************************************************
 DM7436  DESIGNATION -  12 L 6
 DM7436  PID         -  DM7436
 DM7436  STATE/COUNTY-  NJ/MIDDLESEX
 DM7436  COUNTRY     -  US
 DM7436  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7436
 DM7436                         *CURRENT SURVEY CONTROL
 DM7436  ______________________________________________________________________
 DM7436* NAD 83(1986) POSITION- 40 29 07.     (N) 074 25 30.     (W)   SCALED
 DM7436* NAVD 88 ORTHO HEIGHT -    28.154 (meters)       92.37  (feet) ADJUSTED
 DM7436  ______________________________________________________________________
 DM7436  GEOID HEIGHT    -        -32.854 (meters)                     GEOID18
 DM7436  DYNAMIC HEIGHT  -         28.141 (meters)       92.33  (feet) COMP
 DM7436  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 DM7436
 DM7436  VERT ORDER      -  FIRST     CLASS II
 DM7436
 DM7436.The horizontal coordinates were scaled from a map and have
 DM7436.an estimated accuracy of +/- 6 seconds.
 DM7436
 DM7436.The orthometric height was determined by differential leveling and
 DM7436.adjusted by the NATIONAL GEODETIC SURVEY
 DM7436.in April 2013.
 DM7436
 DM7436.No vertical observational check was made to the station.
 DM7436
 DM7436.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7436.GEOID18 height accuracy estimate available here.
 DM7436
 DM7436.Click photographs - Photos may exist for this station.
 DM7436
 DM7436.The dynamic height is computed by dividing the NAVD 88
 DM7436.geopotential number by the normal gravity value computed on the
 DM7436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7436.degrees latitude (g = 980.6199 gals.).
 DM7436
 DM7436.The modeled gravity was interpolated from observed gravity values.
 DM7436
 DM7436;                    North         East    Units  Estimated Accuracy
 DM7436;SPC NJ       -   183,400.      156,360.      MT  (+/- 180 meters Scaled)
 DM7436
 DM7436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK487817(NAD 83)
 DM7436
 DM7436                          SUPERSEDED SURVEY CONTROL
 DM7436
 DM7436.No superseded survey control is available for this station.
 DM7436
 DM7436_MARKER: DD = SURVEY DISK
 DM7436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7436_STAMPING: 12 L 6 2010
 DM7436_MARK LOGO: NJGS
 DM7436_PROJECTION: PROJECTING 15 CENTIMETERS
 DM7436_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7436+STABILITY: SURFACE MOTION
 DM7436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7436+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2010
 DM7436
 DM7436  HISTORY     - Date     Condition        Report By
 DM7436  HISTORY     - UNK      MONUMENTED       NJDT
 DM7436  HISTORY     - 20100701 GOOD             NJGS
 DM7436
 DM7436                          STATION DESCRIPTION
 DM7436
 DM7436'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7436'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF SOUTH AMBOY
 DM7436'JUNCTION, 7.1 MI (11.4 KM) WEST OF SOUTH AMBOY AND 1.4 MI (2.3 KM)
 DM7436'EAST OF NEW BRUNSWICK.
 DM7436'
 DM7436'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE SOUTH SIDE OF NEW
 DM7436'JERSEY STATE ROUTE 18, JUST EAST OF A RIGHT ANGLE TURN TO THE LEFT FOR
 DM7436'PHELPS AVENUE AND SOUTH OF A 15 FT (4.6 M) HIGH BRICK RETAINING WALL
 DM7436'FOR THE RAMPS OF A PEDESTRIAN WALKWAY SPANNING ROUTE 18.
 DM7436'
 DM7436'THE STATION IS 6.3 FT (1.9 M) SOUTH OF THE SOUTH FACE OF THE
 DM7436'PEDESTRIAN WALKWAY, 88 FT (26.8 M) EAST OF THE CENTERLINE OF PHELPS
 DM7436'AVENUE, 69 FT (21.0 M) EAST OF POLE NUMBER 63144, 50 FT (15.2 M) EAST
 DM7436'OF MONUMENT 13 FT (4.0 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 DM7436'CURB FOR A PARKING LOT FOR TOV MANOR AND UNIVERSITY MEWS.  11.6 FT
 DM7436'(3.5 M) WEST OF THE CENTER OF AN INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0843 ***********************************************************************
 DQ0843  DESIGNATION -  12 L 7
 DQ0843  PID         -  DQ0843
 DQ0843  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0843  COUNTRY     -  US
 DQ0843  USGS QUAD   -  NEW BRUNSWICK (2019)
 DQ0843
 DQ0843                         *CURRENT SURVEY CONTROL
 DQ0843  ______________________________________________________________________
 DQ0843* NAD 83(1986) POSITION- 40 27 20.29   (N) 074 25 29.91   (W)   HD_HELD1
 DQ0843* NAVD 88 ORTHO HEIGHT -    14.133 (meters)       46.37  (feet) ADJUSTED
 DQ0843  ______________________________________________________________________
 DQ0843  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 DQ0843  DYNAMIC HEIGHT  -         14.127 (meters)       46.35  (feet) COMP
 DQ0843  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 DQ0843
 DQ0843  VERT ORDER      -  FIRST     CLASS II
 DQ0843
 DQ0843.The horizontal coordinates were determined by differentially corrected
 DQ0843.hand held GPS observations or other comparable positioning techniques
 DQ0843.and have an estimated accuracy of +/- 3 meters.
 DQ0843
 DQ0843.The orthometric height was determined by differential leveling and
 DQ0843.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0843.in February 2016.
 DQ0843
 DQ0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0843.GEOID18 height accuracy estimate available here.
 DQ0843
 DQ0843.Click photographs - Photos may exist for this station.
 DQ0843
 DQ0843.The dynamic height is computed by dividing the NAVD 88
 DQ0843.geopotential number by the normal gravity value computed on the
 DQ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0843.degrees latitude (g = 980.6199 gals.).
 DQ0843
 DQ0843.The modeled gravity was interpolated from observed gravity values.
 DQ0843
 DQ0843;                    North         East    Units  Estimated Accuracy
 DQ0843;SPC NJ       -   180,105.4     156,363.3     MT  (+/- 3 meters HH1 GPS) 
 DQ0843
 DQ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4875678489(NAD 83)
 DQ0843
 DQ0843                          SUPERSEDED SURVEY CONTROL
 DQ0843
 DQ0843.No superseded survey control is available for this station.
 DQ0843
 DQ0843_MARKER: DD = SURVEY DISK
 DQ0843_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ0843_SP_SET: SIDEWALK
 DQ0843_STAMPING: 12 L 7
 DQ0843_MARK LOGO: NJGS
 DQ0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0843+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0843
 DQ0843  HISTORY     - Date     Condition        Report By
 DQ0843  HISTORY     - UNK      MONUMENTED       NJGS
 DQ0843  HISTORY     - 20150317 GOOD             NJGS
 DQ0843
 DQ0843                          STATION DESCRIPTION
 DQ0843
 DQ0843'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0843'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF SOUTH
 DQ0843'AMBOY, 7.2 MI (11.6 KM) NORTH OF JAMESBURG AND 2.5 MI (4.0 KM)
 DQ0843'SOUTHEAST OF NEW BRUNSWICK, IN EAST BRUNSWICK TOWNSHIP.
 DQ0843'
 DQ0843'THE STATION IS SET IN THE SIDEWALK ON THE SOUTHWEST CORNER OF THE
 DQ0843'JUNCTION OF TICES LANE AND RYDERS LANE (COUNTY ROUTE 617).
 DQ0843'
 DQ0843'IT IS 7.9 FT (2.4 M) WEST OF A TRAFFIC SIGNAL, 13 FT (4.0 M) SOUTH OF
 DQ0843'THE SOUTH CURB OF TICES LANE, 31 FT (9.4 M) EAST-SOUTHEAST OF THE
 DQ0843'CENTERLINE OF A DRIVEWAY LEADING TO A RETAIL BUSINESS, 37 FT (11.3 M)
 DQ0843'NORTHWEST OF POLE NUMBER 00008.
 DQ0843'
 DQ0843'THE STATION IS A COUNTY OF MIDDLESEX ENGINEER'S OFFICE DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6734 ***********************************************************************
 KV6734  DESIGNATION -  12 M 1
 KV6734  PID         -  KV6734
 KV6734  STATE/COUNTY-  NJ/MIDDLESEX
 KV6734  COUNTRY     -  US
 KV6734  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6734
 KV6734                         *CURRENT SURVEY CONTROL
 KV6734  ______________________________________________________________________
 KV6734* NAD 83(2011) POSITION- 40 27 57.07812(N) 074 24 41.70286(W)   ADJUSTED
 KV6734* NAD 83(2011) ELLIP HT-   -19.619 (meters)        (06/27/12)   ADJUSTED
 KV6734* NAD 83(2011) EPOCH   -  2010.00
 KV6734* NAVD 88 ORTHO HEIGHT -    13.2   (meters)       43.    (feet) GPS OBS
 KV6734  ______________________________________________________________________
 KV6734  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6734  GEOID HEIGHT    -        -32.930 (meters)                     GEOID90
 KV6734  GEOID HEIGHT    -        -32.793 (meters)                     GEOID18
 KV6734  NAD 83(2011) X  -  1,305,810.884 (meters)                     COMP
 KV6734  NAD 83(2011) Y  - -4,680,542.384 (meters)                     COMP
 KV6734  NAD 83(2011) Z  -  4,117,463.274 (meters)                     COMP
 KV6734  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 KV6734
 KV6734  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6734  Standards:
 KV6734         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6734            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6734  -------------------------------------------------------------------
 KV6734  NETWORK    0.57   0.63           0.19   0.26   0.32      0.15487658
 KV6734  -------------------------------------------------------------------
 KV6734  Click here for local accuracies and other accuracy information.
 KV6734
 KV6734.The horizontal coordinates were established by GPS observations
 KV6734.and adjusted by the National Geodetic Survey in June 2012.
 KV6734
 KV6734.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6734.been affixed to the stable North American tectonic plate. See 
 KV6734.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6734
 KV6734.The horizontal coordinates are valid at the epoch date displayed above
 KV6734.which is a decimal equivalence of Year/Month/Day.
 KV6734
 KV6734.The orthometric height was determined by GPS observations and a
 KV6734.high-resolution geoid model.
 KV6734
 KV6734.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6734.GEOID18 height accuracy estimate available here.
 KV6734
 KV6734.Click photographs - Photos may exist for this station.
 KV6734
 KV6734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6734
 KV6734.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6734
 KV6734.The ellipsoidal height was determined by GPS observations
 KV6734.and is referenced to NAD 83.
 KV6734
 KV6734. The following values were computed from the NAD 83(2011) position.
 KV6734
 KV6734;                    North         East     Units Scale Factor Converg.
 KV6734;SPC NJ       -   181,241.120   157,497.865   MT  0.99990069   +0 03 26.6
 KV6734;SPC NJ       -   594,621.91    516,724.25   sFT  0.99990069   +0 03 26.6
 KV6734;UTM  18      - 4,479,630.900   549,884.156   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 36.9
 KV6734:UTM  18      -  12 L 1                                   044 02 08.7
 KV6734
 KV6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4988479630(NAD 83)
 KV6734
 KV6734|---------------------------------------------------------------------|
 KV6734| PID    Reference Object                     Distance      Geod. Az  |
 KV6734|                                                           dddmmss.s |
 KV6734| KV6732 12 L 1                              400.270 METERS 0442503.5 |
 KV6734|---------------------------------------------------------------------|
 KV6734
 KV6734                          SUPERSEDED SURVEY CONTROL
 KV6734
 KV6734  NAD 83(2007)-  40 27 57.07845(N)    074 24 41.70355(W) AD(2002.00) 0
 KV6734  ELLIP H (02/10/07)  -19.609  (m)                       GP(2002.00)    
 KV6734  ELLIP H (10/23/02)  -19.608  (m)                       GP(       ) 4 1
 KV6734  NAD 83(1996)-  40 27 57.07873(N)    074 24 41.70376(W) AD(       ) 1
 KV6734  ELLIP H (05/14/99)  -19.605  (m)                       GP(       ) 4 1
 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
 KV6734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6734.See file dsdata.pdf to determine how the superseded data were derived.
 KV6734
 KV6734_MARKER: DD = SURVEY DISK
 KV6734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6735 ***********************************************************************
 KV6735  DESIGNATION -  12 M 2
 KV6735  PID         -  KV6735
 KV6735  STATE/COUNTY-  NJ/MIDDLESEX
 KV6735  COUNTRY     -  US
 KV6735  USGS QUAD   -  SOUTH AMBOY (2019)
 KV6735
 KV6735                         *CURRENT SURVEY CONTROL
 KV6735  ______________________________________________________________________
 KV6735* NAD 83(2011) POSITION- 40 24 50.88118(N) 074 21 59.14956(W)   ADJUSTED
 KV6735* NAD 83(2011) ELLIP HT-   -27.267 (meters)        (06/27/12)   ADJUSTED
 KV6735* NAD 83(2011) EPOCH   -  2010.00
 KV6735* NAVD 88 ORTHO HEIGHT -     5.344 (meters)       17.53  (feet) ADJUSTED
 KV6735  ______________________________________________________________________
 KV6735  GEOID HEIGHT    -        -32.608 (meters)                     GEOID18
 KV6735  NAD 83(2011) X  -  1,310,501.487 (meters)                     COMP
 KV6735  NAD 83(2011) Y  - -4,683,093.806 (meters)                     COMP
 KV6735  NAD 83(2011) Z  -  4,113,087.185 (meters)                     COMP
 KV6735  LAPLACE CORR    -          4.78  (seconds)                    DEFLEC18
 KV6735  DYNAMIC HEIGHT  -          5.342 (meters)       17.53  (feet) COMP
 KV6735  MODELED GRAVITY -    980,200.7   (mgal)                       NAVD 88
 KV6735
 KV6735  VERT ORDER      -  FIRST     CLASS II
 KV6735
 KV6735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6735  Standards:
 KV6735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6735  -------------------------------------------------------------------
 KV6735  NETWORK    0.55   0.63           0.17   0.26   0.32      0.16487436
 KV6735  -------------------------------------------------------------------
 KV6735  Click here for local accuracies and other accuracy information.
 KV6735
 KV6735.The horizontal coordinates were established by GPS observations
 KV6735.and adjusted by the National Geodetic Survey in June 2012.
 KV6735
 KV6735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6735.been affixed to the stable North American tectonic plate. See 
 KV6735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6735
 KV6735.The horizontal coordinates are valid at the epoch date displayed above
 KV6735.which is a decimal equivalence of Year/Month/Day.
 KV6735
 KV6735.The orthometric height was determined by differential leveling and
 KV6735.adjusted by the NATIONAL GEODETIC SURVEY
 KV6735.in February 2016.
 KV6735
 KV6735.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6735.GEOID18 height accuracy estimate available here.
 KV6735
 KV6735.Click photographs - Photos may exist for this station.
 KV6735
 KV6735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6735
 KV6735.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6735
 KV6735.The ellipsoidal height was determined by GPS observations
 KV6735.and is referenced to NAD 83.
 KV6735
 KV6735.The dynamic height is computed by dividing the NAVD 88
 KV6735.geopotential number by the normal gravity value computed on the
 KV6735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6735.degrees latitude (g = 980.6199 gals.).
 KV6735
 KV6735.The modeled gravity was interpolated from observed gravity values.
 KV6735
 KV6735. The following values were computed from the NAD 83(2011) position.
 KV6735
 KV6735;                    North         East     Units Scale Factor Converg.
 KV6735;SPC NJ       -   175,503.204   161,335.685   MT  0.99990158   +0 05 11.7
 KV6735;SPC NJ       -   575,796.76    529,315.49   sFT  0.99990158   +0 05 11.7
 KV6735;UTM  18      - 4,473,916.334   553,753.357   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  =   0.99963985
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5375373916(NAD 83)
 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  NAD 83(2007)-  40 24 50.88152(N)    074 21 59.15017(W) AD(2002.00) 0
 KV6735  ELLIP H (02/10/07)  -27.255  (m)                       GP(2002.00)    
 KV6735  ELLIP H (10/23/02)  -27.257  (m)                       GP(       ) 4 1
 KV6735  NAD 83(1996)-  40 24 50.88179(N)    074 21 59.15039(W) AD(       ) 1
 KV6735  ELLIP H (05/14/99)  -27.254  (m)                       GP(       ) 4 1
 KV6735  NAD 83(1986)-  40 24 50.88165(N)    074 21 59.15278(W) AD(       ) 1
 KV6735  NAVD 88 (03/16/93)    5.3    (m)  GEOID90  model used  GPS OBS        
 KV6735
 KV6735.Superseded values are not recommended for survey control.
 KV6735
 KV6735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6735.See file dsdata.pdf to determine how the superseded data were derived.
 KV6735
 KV6735_STAMPING: 12 M 2 1991
 KV6735_MARK LOGO: NJGS
 KV6735_PROJECTION: RECESSED 8 CENTIMETERS
 KV6735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6735+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 KV6735
 KV6735  HISTORY     - Date     Condition        Report By
 KV6735  HISTORY     - 1991     MONUMENTED       NJGS
 KV6735  HISTORY     - 19920203 GOOD
 KV6735  HISTORY     - 20021101 GOOD             NJGS
 KV6735  HISTORY     - 20150317 GOOD             NJGS
 KV6735  HISTORY     - 20210129 MARK NOT FOUND   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.
 KV6735
 KV6735                          STATION RECOVERY (2015)
 KV6735
 KV6735'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6735'RECOVERED AS DESCRIBED.
 KV6735
 KV6735                          STATION RECOVERY (2021)
 KV6735
 KV6735'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV6735'NOT RECOVERED, THE INTERSECTION WAS RECONSTRUCTED, ALL TIES TO
 KV6735'MONUMENT AND COORDINATES PLACE MONUMENT UNDER ASPHALT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6675 ***********************************************************************
 KV6675  DESIGNATION -  12 M 3
 KV6675  PID         -  KV6675
 KV6675  STATE/COUNTY-  NJ/MIDDLESEX
 KV6675  COUNTRY     -  US
 KV6675  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6675
 KV6675                         *CURRENT SURVEY CONTROL
 KV6675  ______________________________________________________________________
 KV6675* NAD 83(2011) POSITION- 40 20 33.48584(N) 074 37 23.76138(W)   ADJUSTED
 KV6675* NAD 83(2011) ELLIP HT-    -6.250 (meters)        (06/27/12)   ADJUSTED
 KV6675* NAD 83(2011) EPOCH   -  2010.00
 KV6675* NAVD 88 ORTHO HEIGHT -    26.946 (meters)       88.41  (feet) ADJUSTED
 KV6675  ______________________________________________________________________
 KV6675  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 KV6675  NAD 83(2011) X  -  1,290,863.827 (meters)                     COMP
 KV6675  NAD 83(2011) Y  - -4,693,895.926 (meters)                     COMP
 KV6675  NAD 83(2011) Z  -  4,107,052.755 (meters)                     COMP
 KV6675  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 KV6675  DYNAMIC HEIGHT  -         26.934 (meters)       88.37  (feet) COMP
 KV6675  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 KV6675
 KV6675  VERT ORDER      -  FIRST     CLASS II
 KV6675
 KV6675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6675  Standards:
 KV6675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6675  -------------------------------------------------------------------
 KV6675  NETWORK    0.97   1.04           0.39   0.40   0.53      0.03975801
 KV6675  -------------------------------------------------------------------
 KV6675  Click here for local accuracies and other accuracy information.
 KV6675
 KV6675.The horizontal coordinates were established by GPS observations
 KV6675.and adjusted by the National Geodetic Survey in June 2012.
 KV6675
 KV6675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6675.been affixed to the stable North American tectonic plate. See 
 KV6675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6675
 KV6675.The horizontal coordinates are valid at the epoch date displayed above
 KV6675.which is a decimal equivalence of Year/Month/Day.
 KV6675
 KV6675.The orthometric height was determined by differential leveling and
 KV6675.adjusted by the NATIONAL GEODETIC SURVEY
 KV6675.in April 1995.
 KV6675
 KV6675.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6675.GEOID18 height accuracy estimate available here.
 KV6675
 KV6675.Click photographs - Photos may exist for this station.
 KV6675
 KV6675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6675
 KV6675.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6675
 KV6675.The ellipsoidal height was determined by GPS observations
 KV6675.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6675
 KV6675;                    North         East     Units Scale Factor Converg.
 KV6675;SPC NJ       -   167,563.371   139,527.598   MT  0.99990135   -0 04 47.3
 KV6675;SPC NJ       -   549,747.49    457,766.79   sFT  0.99990135   -0 04 47.3
 KV6675;UTM  18      - 4,465,855.573   531,996.543   MT  0.99961260   +0 14 38.0
 KV6675
 KV6675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6675!SPC NJ       -   1.00000098  x   0.99990135  =   0.99990233
 KV6675!UTM  18      -   1.00000098  x   0.99961260  =   0.99961358
 KV6675
 KV6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3199665855(NAD 83)
 KV6675
 KV6675                          SUPERSEDED SURVEY CONTROL
 KV6675
 KV6675  NAD 83(2007)-  40 20 33.48631(N)    074 37 23.76214(W) AD(2002.00) 0
 KV6675  ELLIP H (02/10/07)   -6.231  (m)                       GP(2002.00)    
 KV6675  ELLIP H (10/23/02)   -6.211  (m)                       GP(       ) 4 1
 KV6675  NAD 83(1996)-  40 20 33.48668(N)    074 37 23.76221(W) AD(       ) 1
 KV6675  ELLIP H (05/14/99)   -6.205  (m)                       GP(       ) 4 1
 KV6675  NAD 83(1986)-  40 20 33.48640(N)    074 37 23.76443(W) AD(       ) 1
 KV6675  NGVD 29              27.28   (m)           89.5    (f) LEVELING    3  
 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
 KV6675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6675.See file dsdata.pdf to determine how the superseded data were derived.
 KV6675
 KV6675_STAMPING: 12 M 3 1991
 KV6675_MARK LOGO: NJGS
 KV6675_PROJECTION: RECESSED 25 CENTIMETERS
 KV6675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6675+SATELLITE: SATELLITE OBSERVATIONS - 2006
 KV6675
 KV6675  HISTORY     - Date     Condition        Report By
 KV6675  HISTORY     - 1991     MONUMENTED       NJGS
 KV6675  HISTORY     - 19911120 GOOD             NJGS
 KV6675  HISTORY     - 20030429 GOOD             NJGS
 KV6675  HISTORY     - 2006     GOOD             NJGS
 KV6675  HISTORY     - 20200529 MARK NOT FOUND   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.
 KV6675
 KV6675                          STATION RECOVERY (2006)
 KV6675
 KV6675'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV6675'RECOVERED IN GOOD CONDITION.  NOTE REVISIONS.
 KV6675'
 KV6675'THE SCUDDERS MILL ROAD JUNCTION HAS BEEN RECONSTRUCTED WITH A CLOVER
 KV6675'LEAF INTERCHANGE TO THE NORTH OF THE OLD LOCATION. THE STATION IS
 KV6675'ABOUT 30 M (98.4 FT) SOUTH AND RADIAL TO THE SOUTH CONCRETE CURB OF
 KV6675'THE EXIT RAMP FROM U.S. ROUTE 1 NORTHBOUND LANES TO EASTBOUND SCUDDERS
 KV6675'MILL ROAD AND NORTH OF THE OLD ALIGNMENT OF SCUDDERS MILL ROAD
 KV6675'ROADWAY.  THE OLD ROADWAY IS STILL APPARENT.
 KV6675'
 KV6675'THE STATION IS 65.8 M (215.9 FT) EAST-SOUTHEAST OF THE SOUTHWEST NOSE
 KV6675'OF THE CONCRETE CURB BETWEEN THE EXIT RAMP AND THE NORTHBOUND LANES OF
 KV6675'ROUTE 1, 30.8 M (101.0 FT) SOUTH-SOUTHWEST OF A STEEL STREET LIGHT
 KV6675'POST, NUMBER SM04240, 52.3 M (171.6 FT) SOUTHEAST OF A WOOD POLE
 KV6675'NUMBER A61474 LOCATED IN THE GRASSY AREA BETWEEN THE EXIT RAMP TO
 KV6675'SCUDDERS MILL ROAD AND THE NORTHBOUND LANES OF ROUTE 1.
 KV6675
 KV6675                          STATION RECOVERY (2020)
 KV6675
 KV6675'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6675'AREA HAS BEEN REGRADED, STATION IS CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7396 ***********************************************************************
 DM7396  DESIGNATION -  12 M 4
 DM7396  PID         -  DM7396
 DM7396  STATE/COUNTY-  NJ/MIDDLESEX
 DM7396  COUNTRY     -  US
 DM7396  USGS QUAD   -  PLAINFIELD (2019)
 DM7396
 DM7396                         *CURRENT SURVEY CONTROL
 DM7396  ______________________________________________________________________
 DM7396* NAD 83(1986) POSITION- 40 31 18.     (N) 074 27 03.     (W)   SCALED
 DM7396* NAVD 88 ORTHO HEIGHT -    24.320 (meters)       79.79  (feet) ADJUSTED
 DM7396  ______________________________________________________________________
 DM7396  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 DM7396  DYNAMIC HEIGHT  -         24.309 (meters)       79.75  (feet) COMP
 DM7396  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 DM7396
 DM7396  VERT ORDER      -  FIRST     CLASS II
 DM7396
 DM7396.The horizontal coordinates were scaled from a map and have
 DM7396.an estimated accuracy of +/- 6 seconds.
 DM7396
 DM7396.The orthometric height was determined by differential leveling and
 DM7396.adjusted by the NATIONAL GEODETIC SURVEY
 DM7396.in April 2013.
 DM7396
 DM7396.No vertical observational check was made to the station.
 DM7396
 DM7396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7396.GEOID18 height accuracy estimate available here.
 DM7396
 DM7396.Click photographs - Photos may exist for this station.
 DM7396
 DM7396.The dynamic height is computed by dividing the NAVD 88
 DM7396.geopotential number by the normal gravity value computed on the
 DM7396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7396.degrees latitude (g = 980.6199 gals.).
 DM7396
 DM7396.The modeled gravity was interpolated from observed gravity values.
 DM7396
 DM7396;                    North         East    Units  Estimated Accuracy
 DM7396;SPC NJ       -   187,440.      154,170.      MT  (+/- 180 meters Scaled)
 DM7396
 DM7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK465858(NAD 83)
 DM7396
 DM7396                          SUPERSEDED SURVEY CONTROL
 DM7396
 DM7396.No superseded survey control is available for this station.
 DM7396
 DM7396_MARKER: DD = SURVEY DISK
 DM7396_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7396_SP_SET: CULVERT WING WALL
 DM7396_STAMPING: 12 M 4 2004
 DM7396_MARK LOGO: NJGS
 DM7396_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7396+STABILITY: SURFACE MOTION
 DM7396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7396+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DM7396
 DM7396  HISTORY     - Date     Condition        Report By
 DM7396  HISTORY     - 2004     MONUMENTED       NJGS
 DM7396  HISTORY     - 20100503 GOOD             NJGS
 DM7396
 DM7396                          STATION DESCRIPTION
 DM7396
 DM7396'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DM7396'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON THE WEST SIDE OF THE
 DM7396'SOUTHBOUND LANES OF STATE ROUTE 18.
 DM7396'
 DM7396'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 18 AND THE
 DM7396'BRIDGE CARRYING DAVIDSON ROAD OVER STATE ROUTE 18, GO SOUTHWEST ON
 DM7396'STATE ROUTE 18 FOR 0.20 MI (0.3 KM) TO THE STATION ON THE RIGHT, SET
 DM7396'FLUSH IN A DRILL HOLE IN THE TOP OF AN ELL SHAPED CONCRETE CULVERT
 DM7396'HEAD WALL.
 DM7396'
 DM7396'THE STATION IS 25.5 FT (7.8 M) WEST FROM THE WEST EDGE OF PAVING OF
 DM7396'THE SOUTHBOUND LANES OF STATE ROUTE 18, 3.0 FT (0.9 M) WEST FROM A 6
 DM7396'FT (1.8 M) HIGH CHAIN LINK FENCE AND 14.8 FT (4.5 M) SOUTHWEST FROM
 DM7396'THE CENTER OF A GATE IN THE 6 FT (1.8 M) HIGH CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6239 ***********************************************************************
 DM6239  DESIGNATION -  12 M 5
 DM6239  PID         -  DM6239
 DM6239  STATE/COUNTY-  NJ/MIDDLESEX
 DM6239  COUNTRY     -  US
 DM6239  USGS QUAD   -  JAMESBURG (2019)
 DM6239
 DM6239                         *CURRENT SURVEY CONTROL
 DM6239  ______________________________________________________________________
 DM6239* NAD 83(1986) POSITION- 40 21 44.     (N) 074 27 33.     (W)   SCALED
 DM6239* NAVD 88 ORTHO HEIGHT -    36.681 (meters)      120.34  (feet) ADJUSTED
 DM6239  ______________________________________________________________________
 DM6239  GEOID HEIGHT    -        -32.762 (meters)                     GEOID18
 DM6239  DYNAMIC HEIGHT  -         36.665 (meters)      120.29  (feet) COMP
 DM6239  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 DM6239
 DM6239  VERT ORDER      -  FIRST     CLASS II
 DM6239
 DM6239.The horizontal coordinates were scaled from a map and have
 DM6239.an estimated accuracy of +/- 6 seconds.
 DM6239
 DM6239.The orthometric height was determined by differential leveling and
 DM6239.adjusted by the NATIONAL GEODETIC SURVEY
 DM6239.in May 2012.
 DM6239
 DM6239.No vertical observational check was made to the station.
 DM6239
 DM6239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6239.GEOID18 height accuracy estimate available here.
 DM6239
 DM6239.Click photographs - Photos may exist for this station.
 DM6239
 DM6239.The dynamic height is computed by dividing the NAVD 88
 DM6239.geopotential number by the normal gravity value computed on the
 DM6239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6239.degrees latitude (g = 980.6199 gals.).
 DM6239
 DM6239.The modeled gravity was interpolated from observed gravity values.
 DM6239
 DM6239;                    North         East    Units  Estimated Accuracy
 DM6239;SPC NJ       -   169,730.      153,470.      MT  (+/- 180 meters Scaled)
 DM6239
 DM6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK459681(NAD 83)
 DM6239
 DM6239                          SUPERSEDED SURVEY CONTROL
 DM6239
 DM6239.No superseded survey control is available for this station.
 DM6239
 DM6239_MARKER: DD = SURVEY DISK
 DM6239_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6239_SP_SET: CURB
 DM6239_STAMPING: 12 M 5 2008
 DM6239_MARK LOGO: NJGS
 DM6239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6239+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 DM6239
 DM6239  HISTORY     - Date     Condition        Report By
 DM6239  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6239
 DM6239                          STATION DESCRIPTION
 DM6239
 DM6239'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6239'THE STATION IS LOCATED IN MONROE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6239'SOUTH CURB AT AN INLET OF DOCKS CORNER ROAD.
 DM6239'
 DM6239'TO REACH THE STATION FROM THE JUNCTION OF CRANBURY-SOUTH RIVER ROAD
 DM6239'(COUNTY ROUTE 535) AND DOCK CORNER ROAD, GO 0.3 MI (0.5 KM)
 DM6239'EAST-SOUTHEAST ON DOCKS CORNER ROAD TO THE STATION ON THE RIGHT.
 DM6239'
 DM6239'THE STATION IS 17.5 FT (5.3 M) SOUTH OF THE CENTERLINE OF DOCKS CORNER
 DM6239'ROAD, 5.0 FT (1.5 M) NORTHWEST OF THE CENTERLINE OF THE INLET, 35 FT
 DM6239'(10.7 M) SOUTH-SOUTHWEST OF POLE NUMBER BT55011MT, 177 FT (53.9 M)
 DM6239'EAST AND ACROSS THE ROAD FROM POLE NUMBER BT55012MT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5844 ***********************************************************************
 DP5844  DESIGNATION -  12 M 6
 DP5844  PID         -  DP5844
 DP5844  STATE/COUNTY-  NJ/MIDDLESEX
 DP5844  COUNTRY     -  US
 DP5844  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5844
 DP5844                         *CURRENT SURVEY CONTROL
 DP5844  ______________________________________________________________________
 DP5844* NAD 83(1986) POSITION- 40 18 11.43   (N) 074 31 12.13   (W)   HD_HELD1
 DP5844* NAVD 88 ORTHO HEIGHT -    31.583 (meters)      103.62  (feet) ADJUSTED
 DP5844  ______________________________________________________________________
 DP5844  GEOID HEIGHT    -        -32.794 (meters)                     GEOID18
 DP5844  DYNAMIC HEIGHT  -         31.570 (meters)      103.58  (feet) COMP
 DP5844  MODELED GRAVITY -    980,194.3   (mgal)                       NAVD 88
 DP5844
 DP5844  VERT ORDER      -  FIRST     CLASS II
 DP5844
 DP5844.The horizontal coordinates were determined by differentially corrected
 DP5844.hand held GPS observations or other comparable positioning techniques
 DP5844.and have an estimated accuracy of +/- 3 meters.
 DP5844
 DP5844.The orthometric height was determined by differential leveling and
 DP5844.adjusted by the NATIONAL GEODETIC SURVEY
 DP5844.in April 2015.
 DP5844
 DP5844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5844.GEOID18 height accuracy estimate available here.
 DP5844
 DP5844.Click photographs - Photos may exist for this station.
 DP5844
 DP5844.The dynamic height is computed by dividing the NAVD 88
 DP5844.geopotential number by the normal gravity value computed on the
 DP5844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5844.degrees latitude (g = 980.6199 gals.).
 DP5844
 DP5844.The modeled gravity was interpolated from observed gravity values.
 DP5844
 DP5844;                    North         East    Units  Estimated Accuracy
 DP5844;SPC NJ       -   163,175.0     148,296.8     MT  (+/- 3 meters HH1 GPS) 
 DP5844
 DP5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4078761518(NAD 83)
 DP5844
 DP5844                          SUPERSEDED SURVEY CONTROL
 DP5844
 DP5844.No superseded survey control is available for this station.
 DP5844
 DP5844_MARKER: DD = SURVEY DISK
 DP5844_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5844_SP_SET: ELECTRICAL MANHOLE RIM
 DP5844_STAMPING: 12 M 6 2014
 DP5844_MARK LOGO: NJGS
 DP5844_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5844+STABILITY: SURFACE MOTION
 DP5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5844+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DP5844
 DP5844  HISTORY     - Date     Condition        Report By
 DP5844  HISTORY     - 20140226 MONUMENTED       NJGS
 DP5844
 DP5844                          STATION DESCRIPTION
 DP5844
 DP5844'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5844'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF
 DP5844'MONMOUTH JUNCTION, 5.4 MI (8.7 KM) SOUTHWEST OF JAMESBURG AND 2.3 MI
 DP5844'(3.7 KM) NORTH OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 DP5844'
 DP5844'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 DP5844'RECTANGULAR ELECTRICAL MANHOLE RIM ON THE NORTHWEST CORNER OF THE
 DP5844'JUNCTION OF SOUTH MAIN STREET (COUNTY ROUTE 539) AND OLD TRENTON ROAD
 DP5844'(COUNTY ROUTE 535).
 DP5844'
 DP5844'THE STATION IS 40 FT (12.2 M) WEST OF THE CENTERLINE OF SOUTH MAIN
 DP5844'STREET, 55 FT (16.8 M) NORTH OF THE CENTERLINE OF OLD TRENTON ROAD,
 DP5844'24.5 FT (7.5 M) SOUTHWEST OF POLE NUMBER 61396CB, 14.6 FT (4.5 M)
 DP5844'NORTH-NORTHEAST OF THE TRAFFIC SIGNAL LIGHT MAST, 4.3 FT (1.3 M)
 DP5844'SOUTHEAST OF THE SOUTHEAST CORNER OF A 5 FT (1.5 M) HIGH ALUMINUM
 DP5844'ELECTRICAL CABINET, 2.2 FT (0.7 M) WEST OF THE WEST EDGE OF THE
 DP5844'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0844 ***********************************************************************
 DQ0844  DESIGNATION -  12 M 7
 DQ0844  PID         -  DQ0844
 DQ0844  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0844  COUNTRY     -  US
 DQ0844  USGS QUAD   -  NEW BRUNSWICK (2019)
 DQ0844
 DQ0844                         *CURRENT SURVEY CONTROL
 DQ0844  ______________________________________________________________________
 DQ0844* NAD 83(1986) POSITION- 40 28 18.21   (N) 074 25 36.74   (W)   HD_HELD1
 DQ0844* NAVD 88 ORTHO HEIGHT -    21.633 (meters)       70.97  (feet) ADJUSTED
 DQ0844  ______________________________________________________________________
 DQ0844  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 DQ0844  DYNAMIC HEIGHT  -         21.624 (meters)       70.94  (feet) COMP
 DQ0844  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 DQ0844
 DQ0844  VERT ORDER      -  FIRST     CLASS II
 DQ0844
 DQ0844.The horizontal coordinates were determined by differentially corrected
 DQ0844.hand held GPS observations or other comparable positioning techniques
 DQ0844.and have an estimated accuracy of +/- 3 meters.
 DQ0844
 DQ0844.The orthometric height was determined by differential leveling and
 DQ0844.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0844.in February 2016.
 DQ0844
 DQ0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0844.GEOID18 height accuracy estimate available here.
 DQ0844
 DQ0844.Click photographs - Photos may exist for this station.
 DQ0844
 DQ0844.The dynamic height is computed by dividing the NAVD 88
 DQ0844.geopotential number by the normal gravity value computed on the
 DQ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0844.degrees latitude (g = 980.6199 gals.).
 DQ0844
 DQ0844.The modeled gravity was interpolated from observed gravity values.
 DQ0844
 DQ0844;                    North         East    Units  Estimated Accuracy
 DQ0844;SPC NJ       -   181,891.7     156,200.9     MT  (+/- 3 meters HH1 GPS) 
 DQ0844
 DQ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4858380273(NAD 83)
 DQ0844
 DQ0844                          SUPERSEDED SURVEY CONTROL
 DQ0844
 DQ0844.No superseded survey control is available for this station.
 DQ0844
 DQ0844_MARKER: DD = SURVEY DISK
 DQ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0844_STAMPING: 12 M 7
 DQ0844_MARK LOGO: NJGS
 DQ0844_PROJECTION: FLUSH
 DQ0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0844+STABILITY: SURFACE MOTION
 DQ0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0844+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0844
 DQ0844  HISTORY     - Date     Condition        Report By
 DQ0844  HISTORY     - UNK      MONUMENTED       NJGS
 DQ0844  HISTORY     - 20150317 GOOD             NJGS
 DQ0844
 DQ0844                          STATION DESCRIPTION
 DQ0844
 DQ0844'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0844'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF SOUTH AMBOY
 DQ0844'JUNCTION, 7.2 MI (11.6 KM) WEST OF SOUTH AMBOY AND 1.7 MI (2.7 KM)
 DQ0844'SOUTHEAST OF NEW BRUNSWICK, IN THE TOWNSHIP OF NORTH BRUNSWICK.
 DQ0844'
 DQ0844'TO REACH FROM THE INTERSECTION OF TICES LANE/WASHINGTON AVENUE AND
 DQ0844'RYDERS LANE (COUNTY ROUTE 617), GO 1.15 MI (1.9 KM) NORTH ON RYDERS
 DQ0844'LANE TO THE STATION ON THE RIGHT.
 DQ0844'
 DQ0844'THE STATION IS LOCATED 10 FT (3.0 M) EAST OF THE EAST CURB OF RYDERS
 DQ0844'LANE, 1 FT (0.3 M) WEST OF A CHAIN LINK FENCE, 3 FT (0.9 M)
 DQ0844'NORTH-NORTHWEST OF A FLAG SIGN (RUTGERS GARDENS) IN THE CHAIN LINK
 DQ0844'FENCE LINE, 85 FT (25.9 M) NORTH-NORTHEAST OF THE CENTER OF AN INLET
 DQ0844'CURB PIECE, 93 FT (28.3 M) NORTH-NORTHEAST OF A SIGN (NEWARK KEEP
 DQ0844'RIGHT), 9 FT (2.7 M) SOUTHEAST OF A SIGN (NJ TURNPIKE).
 DQ0844'
 DQ0844'THE STATION IS A MIDDLESEX COUNTY ENGINEERS OFFICE DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6736 ***********************************************************************
 KV6736  DESIGNATION -  12 N 1
 KV6736  PID         -  KV6736
 KV6736  STATE/COUNTY-  NJ/MIDDLESEX
 KV6736  COUNTRY     -  US
 KV6736  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6736
 KV6736                         *CURRENT SURVEY CONTROL
 KV6736  ______________________________________________________________________
 KV6736* NAD 83(2011) POSITION- 40 28 00.34796(N) 074 25 36.35705(W)   ADJUSTED
 KV6736* NAD 83(2011) ELLIP HT-   -22.431 (meters)        (06/27/12)   ADJUSTED
 KV6736* NAD 83(2011) EPOCH   -  2010.00
 KV6736* NAVD 88 ORTHO HEIGHT -    10.368 (meters)       34.02  (feet) ADJUSTED
 KV6736  ______________________________________________________________________
 KV6736  GEOID HEIGHT    -        -32.835 (meters)                     GEOID18
 KV6736  NAD 83(2011) X  -  1,304,552.483 (meters)                     COMP
 KV6736  NAD 83(2011) Y  - -4,680,823.106 (meters)                     COMP
 KV6736  NAD 83(2011) Z  -  4,117,538.182 (meters)                     COMP
 KV6736  LAPLACE CORR    -          5.57  (seconds)                    DEFLEC18
 KV6736  DYNAMIC HEIGHT  -         10.364 (meters)       34.00  (feet) COMP
 KV6736  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 KV6736
 KV6736  VERT ORDER      -  FIRST     CLASS II
 KV6736
 KV6736  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6736  Standards:
 KV6736         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6736            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6736  -------------------------------------------------------------------
 KV6736  NETWORK    0.56   0.63           0.18   0.26   0.32      0.12150146
 KV6736  -------------------------------------------------------------------
 KV6736  Click here for local accuracies and other accuracy information.
 KV6736
 KV6736.The horizontal coordinates were established by GPS observations
 KV6736.and adjusted by the National Geodetic Survey in June 2012.
 KV6736
 KV6736.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6736.been affixed to the stable North American tectonic plate. See 
 KV6736.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6736
 KV6736.The horizontal coordinates are valid at the epoch date displayed above
 KV6736.which is a decimal equivalence of Year/Month/Day.
 KV6736
 KV6736.The orthometric height was determined by differential leveling and
 KV6736.adjusted by the NATIONAL GEODETIC SURVEY
 KV6736.in February 2016.
 KV6736
 KV6736.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6736.GEOID18 height accuracy estimate available here.
 KV6736
 KV6736.Click photographs - Photos may exist for this station.
 KV6736
 KV6736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6736
 KV6736.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6736
 KV6736.The ellipsoidal height was determined by GPS observations
 KV6736.and is referenced to NAD 83.
 KV6736
 KV6736.The dynamic height is computed by dividing the NAVD 88
 KV6736.geopotential number by the normal gravity value computed on the
 KV6736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6736.degrees latitude (g = 980.6199 gals.).
 KV6736
 KV6736.The modeled gravity was interpolated from observed gravity values.
 KV6736
 KV6736. The following values were computed from the NAD 83(2011) position.
 KV6736
 KV6736;                    North         East     Units Scale Factor Converg.
 KV6736;SPC NJ       -   181,340.791   156,210.337   MT  0.99990047   +0 02 51.1
 KV6736;SPC NJ       -   594,948.91    512,500.08   sFT  0.99990047   +0 02 51.1
 KV6736;UTM  18      - 4,479,723.253   548,596.433   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 32.9
 KV6736:UTM  18      -  12 P 1                                   168 00 04.7
 KV6736
 KV6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4859679723(NAD 83)
 KV6736
 KV6736|---------------------------------------------------------------------|
 KV6736| PID    Reference Object                     Distance      Geod. Az  |
 KV6736|                                                           dddmmss.s |
 KV6736| KV6738 12 P 1                              409.094 METERS 1682224.0 |
 KV6736|---------------------------------------------------------------------|
 KV6736
 KV6736                          SUPERSEDED SURVEY CONTROL
 KV6736
 KV6736  NAD 83(2007)-  40 28 00.34829(N)    074 25 36.35774(W) AD(2002.00) 0
 KV6736  ELLIP H (02/10/07)  -22.421  (m)                       GP(2002.00)    
 KV6736  ELLIP H (10/23/02)  -22.420  (m)                       GP(       ) 4 1
 KV6736  NAD 83(1996)-  40 28 00.34857(N)    074 25 36.35797(W) AD(       ) 1
 KV6736  ELLIP H (05/14/99)  -22.417  (m)                       GP(       ) 4 1
 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  NAVD 88 (03/16/93)   10.4    (m)  GEOID90  model used  GPS OBS        
 KV6736
 KV6736.Superseded values are not recommended for survey control.
 KV6736
 KV6736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6736.See file dsdata.pdf to determine how the superseded data were derived.
 KV6736
 KV6736_MARKER: DD = SURVEY DISK
 KV6736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6736_STAMPING: 12 N 1 1991
 KV6736_MARK LOGO: NJGS
 KV6736_PROJECTION: FLUSH
 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 - April 24, 2024
 KV6736
 KV6736  HISTORY     - Date     Condition        Report By
 KV6736  HISTORY     - 1991     MONUMENTED       NJGS
 KV6736  HISTORY     - 19920205 GOOD
 KV6736  HISTORY     - 20150317 GOOD             NJGS
 KV6736  HISTORY     - 20221129 GOOD             NJGS
 KV6736  HISTORY     - 20240424 GOOD             AAAS
 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.
 KV6736
 KV6736                          STATION RECOVERY (2015)
 KV6736
 KV6736'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6736'RECOVERED IN GOOD CONDITION.
 KV6736'
 KV6736'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST
 KV6736'OF SOUTH AMBOY JUNCTION, 7.2 MI (11.6 KM) WEST OF SOUTH AMBOY AND 1.9
 KV6736'MI (3.1 KM) SOUTHEAST OF NEW BRUNSWICK.
 KV6736
 KV6736                          STATION RECOVERY (2022)
 KV6736
 KV6736'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JR)
 KV6736'RECOVERED IN GOOD CONDITION.
 KV6736
 KV6736                          STATION RECOVERY (2024)
 KV6736
 KV6736'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6737 ***********************************************************************
 KV6737  DESIGNATION -  12 N 2
 KV6737  PID         -  KV6737
 KV6737  STATE/COUNTY-  NJ/MIDDLESEX
 KV6737  COUNTRY     -  US
 KV6737  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6737
 KV6737                         *CURRENT SURVEY CONTROL
 KV6737  ______________________________________________________________________
 KV6737* NAD 83(2011) POSITION- 40 24 30.84699(N) 074 22 58.17169(W)   ADJUSTED
 KV6737* NAD 83(2011) ELLIP HT-   -14.698 (meters)        (06/27/12)   ADJUSTED
 KV6737* NAD 83(2011) EPOCH   -  2010.00
 KV6737* NAVD 88 ORTHO HEIGHT -    17.973 (meters)       58.97  (feet) ADJUSTED
 KV6737  ______________________________________________________________________
 KV6737  GEOID HEIGHT    -        -32.640 (meters)                     GEOID18
 KV6737  NAD 83(2011) X  -  1,309,271.800 (meters)                     COMP
 KV6737  NAD 83(2011) Y  - -4,683,863.640 (meters)                     COMP
 KV6737  NAD 83(2011) Z  -  4,112,624.816 (meters)                     COMP
 KV6737  LAPLACE CORR    -          5.11  (seconds)                    DEFLEC18
 KV6737  DYNAMIC HEIGHT  -         17.965 (meters)       58.94  (feet) COMP
 KV6737  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 KV6737
 KV6737  VERT ORDER      -  FIRST     CLASS II
 KV6737
 KV6737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6737  Standards:
 KV6737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6737  -------------------------------------------------------------------
 KV6737  NETWORK    0.55   0.67           0.17   0.26   0.34      0.20136560
 KV6737  -------------------------------------------------------------------
 KV6737  Click here for local accuracies and other accuracy information.
 KV6737
 KV6737.The horizontal coordinates were established by GPS observations
 KV6737.and adjusted by the National Geodetic Survey in June 2012.
 KV6737
 KV6737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6737.been affixed to the stable North American tectonic plate. See 
 KV6737.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6737
 KV6737.The horizontal coordinates are valid at the epoch date displayed above
 KV6737.which is a decimal equivalence of Year/Month/Day.
 KV6737
 KV6737.The orthometric height was determined by differential leveling and
 KV6737.adjusted by the NATIONAL GEODETIC SURVEY
 KV6737.in February 2016.
 KV6737
 KV6737.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6737.GEOID18 height accuracy estimate available here.
 KV6737
 KV6737.Click photographs - Photos may exist for this station.
 KV6737
 KV6737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6737
 KV6737.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6737
 KV6737.The ellipsoidal height was determined by GPS observations
 KV6737.and is referenced to NAD 83.
 KV6737
 KV6737.The dynamic height is computed by dividing the NAVD 88
 KV6737.geopotential number by the normal gravity value computed on the
 KV6737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6737.degrees latitude (g = 980.6199 gals.).
 KV6737
 KV6737.The modeled gravity was interpolated from observed gravity values.
 KV6737
 KV6737. The following values were computed from the NAD 83(2011) position.
 KV6737
 KV6737;                    North         East     Units Scale Factor Converg.
 KV6737;SPC NJ       -   174,883.334   159,945.102   MT  0.99990122   +0 04 33.4
 KV6737;SPC NJ       -   573,763.07    524,753.22   sFT  0.99990122   +0 04 33.4
 KV6737;UTM  18      - 4,473,288.774   552,366.673   MT  0.99963376   +0 24 00.3
 KV6737
 KV6737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6737!SPC NJ       -   1.00000231  x   0.99990122  =   0.99990353
 KV6737!UTM  18      -   1.00000231  x   0.99963376  =   0.99963606
 KV6737
 KV6737:                Primary Azimuth Mark                     Grid Az
 KV6737:SPC NJ       -  12 P 2                                   252 04 06.8
 KV6737:UTM  18      -  12 P 2                                   251 44 39.9
 KV6737
 KV6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5236673288(NAD 83)
 KV6737
 KV6737|---------------------------------------------------------------------|
 KV6737| PID    Reference Object                     Distance      Geod. Az  |
 KV6737|                                                           dddmmss.s |
 KV6737| KV6739 12 P 2                              441.632 METERS 2520840.2 |
 KV6737|---------------------------------------------------------------------|
 KV6737
 KV6737                          SUPERSEDED SURVEY CONTROL
 KV6737
 KV6737  NAD 83(2007)-  40 24 30.84732(N)    074 22 58.17230(W) AD(2002.00) 0
 KV6737  ELLIP H (02/10/07)  -14.686  (m)                       GP(2002.00)    
 KV6737  ELLIP H (10/23/02)  -14.686  (m)                       GP(       ) 4 1
 KV6737  NAD 83(1996)-  40 24 30.84759(N)    074 22 58.17251(W) AD(       ) 1
 KV6737  ELLIP H (05/14/99)  -14.683  (m)                       GP(       ) 4 1
 KV6737  NAD 83(1986)-  40 24 30.84737(N)    074 22 58.17486(W) AD(       ) 1
 KV6737  NAVD 88 (03/16/93)   18.0    (m)  GEOID90  model used  GPS OBS        
 KV6737
 KV6737.Superseded values are not recommended for survey control.
 KV6737
 KV6737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6737.See file dsdata.pdf to determine how the superseded data were derived.
 KV6737
 KV6737_MARKER: DD = SURVEY DISK
 KV6737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6737_STAMPING: 12 N 2 1991
 KV6737_MARK LOGO: NJGS
 KV6737_PROJECTION: RECESSED 8 CENTIMETERS
 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 - March 27, 2023
 KV6737
 KV6737  HISTORY     - Date     Condition        Report By
 KV6737  HISTORY     - 1991     MONUMENTED       NJGS
 KV6737  HISTORY     - 19920203 GOOD
 KV6737  HISTORY     - 20150317 GOOD             NJGS
 KV6737  HISTORY     - 20230327 GOOD             NJGS
 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.
 KV6737
 KV6737                          STATION RECOVERY (2015)
 KV6737
 KV6737'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6737'RECOVERED IN GOOD CONDITION.
 KV6737'
 KV6737'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF
 KV6737'SOUTH AMBOY, 6.5 MI (10.5 KM) SOUTHEAST OF NEW BRUNSWICK AND 4.9 MI
 KV6737'(7.9 KM) NORTHEAST OF JAMESBURG, IN THE BOROUGH OF SPOTSWOOD.
 KV6737'
 KV6737'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF THE T-JUNCTION OF
 KV6737'KAREN STREET AND OLD STAGE ROAD.
 KV6737
 KV6737                          STATION RECOVERY (2023)
 KV6737
 KV6737'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV6737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6805 ***********************************************************************
 KV6805  DESIGNATION -  12 N 3
 KV6805  PID         -  KV6805
 KV6805  STATE/COUNTY-  NJ/MIDDLESEX
 KV6805  COUNTRY     -  US
 KV6805  USGS QUAD   -  PERTH AMBOY (2016)
 KV6805
 KV6805                         *CURRENT SURVEY CONTROL
 KV6805  ______________________________________________________________________
 KV6805* NAD 83(2011) POSITION- 40 35 04.92610(N) 074 21 17.72245(W)   ADJUSTED
 KV6805* NAD 83(2011) ELLIP HT-    10.413 (meters)        (06/27/12)   ADJUSTED
 KV6805* NAD 83(2011) EPOCH   -  2010.00
 KV6805* NAVD 88 ORTHO HEIGHT -    43.2   (meters)      142.    (feet) GPS OBS
 KV6805  ______________________________________________________________________
 KV6805  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6805  GEOID HEIGHT    -        -32.910 (meters)                     GEOID90
 KV6805  GEOID HEIGHT    -        -32.762 (meters)                     GEOID18
 KV6805  NAD 83(2011) X  -  1,308,132.520 (meters)                     COMP
 KV6805  NAD 83(2011) Y  - -4,671,013.063 (meters)                     COMP
 KV6805  NAD 83(2011) Z  -  4,127,514.301 (meters)                     COMP
 KV6805  LAPLACE CORR    -          5.26  (seconds)                    DEFLEC18
 KV6805
 KV6805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6805  Standards:
 KV6805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6805  -------------------------------------------------------------------
 KV6805  NETWORK    0.32   0.55           0.14   0.12   0.28      0.01820358
 KV6805  -------------------------------------------------------------------
 KV6805  Click here for local accuracies and other accuracy information.
 KV6805
 KV6805.The horizontal coordinates were established by GPS observations
 KV6805.and adjusted by the National Geodetic Survey in June 2012.
 KV6805
 KV6805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6805.been affixed to the stable North American tectonic plate. See 
 KV6805.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6805
 KV6805.The horizontal coordinates are valid at the epoch date displayed above
 KV6805.which is a decimal equivalence of Year/Month/Day.
 KV6805
 KV6805.The orthometric height was determined by GPS observations and a
 KV6805.high-resolution geoid model.
 KV6805
 KV6805.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6805.GEOID18 height accuracy estimate available here.
 KV6805
 KV6805.Click photographs - Photos may exist for this station.
 KV6805
 KV6805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6805
 KV6805.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6805
 KV6805.The ellipsoidal height was determined by GPS observations
 KV6805.and is referenced to NAD 83.
 KV6805
 KV6805. The following values were computed from the NAD 83(2011) position.
 KV6805
 KV6805;                    North         East     Units Scale Factor Converg.
 KV6805;SPC NJ       -   194,443.458   162,281.154   MT  0.99990186   +0 05 39.8
 KV6805;SPC NJ       -   637,936.58    532,417.42   sFT  0.99990186   +0 05 39.8
 KV6805;UTM  18      - 4,492,856.609   554,591.244   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5459192856(NAD 83)
 KV6805
 KV6805                          SUPERSEDED SURVEY CONTROL
 KV6805
 KV6805  NAD 83(2007)-  40 35 04.92622(N)    074 21 17.72315(W) AD(2002.00) 0
 KV6805  ELLIP H (02/10/07)   10.425  (m)                       GP(2002.00)    
 KV6805  ELLIP H (10/23/02)   10.423  (m)                       GP(       ) 4 1
 KV6805  NAD 83(1996)-  40 35 04.92642(N)    074 21 17.72336(W) AD(       ) 1
 KV6805  ELLIP H (05/14/99)   10.430  (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)   10.366  (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
 KV6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6805.See file dsdata.pdf to determine how the superseded data were derived.
 KV6805
 KV6805_MARKER: DD = SURVEY DISK
 KV6805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6805_STAMPING: 12 N 3 1992
 KV6805_MARK LOGO: NJGS
 KV6805_PROJECTION: FLUSH
 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 - August 20, 2019
 KV6805
 KV6805  HISTORY     - Date     Condition        Report By
 KV6805  HISTORY     - 1992     MONUMENTED       NJGS
 KV6805  HISTORY     - 19930322 GOOD             NJHA
 KV6805  HISTORY     - 20040708 GOOD             GEOCAC
 KV6805  HISTORY     - 20190820 GOOD             NJGS
 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.
 KV6805
 KV6805                          STATION RECOVERY (2019)
 KV6805
 KV6805'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7397 ***********************************************************************
 DM7397  DESIGNATION -  12 N 4
 DM7397  PID         -  DM7397
 DM7397  STATE/COUNTY-  NJ/MIDDLESEX
 DM7397  COUNTRY     -  US
 DM7397  USGS QUAD   -  PLAINFIELD (2019)
 DM7397
 DM7397                         *CURRENT SURVEY CONTROL
 DM7397  ______________________________________________________________________
 DM7397* NAD 83(1986) POSITION- 40 31 08.38   (N) 074 27 08.11   (W)   HD_HELD1
 DM7397* NAVD 88 ORTHO HEIGHT -    24.403 (meters)       80.06  (feet) ADJUSTED
 DM7397  ______________________________________________________________________
 DM7397  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 DM7397  DYNAMIC HEIGHT  -         24.393 (meters)       80.03  (feet) COMP
 DM7397  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 DM7397
 DM7397  VERT ORDER      -  FIRST     CLASS II
 DM7397
 DM7397.The horizontal coordinates were determined by differentially corrected
 DM7397.hand held GPS observations or other comparable positioning techniques
 DM7397.and have an estimated accuracy of +/- 3 meters.
 DM7397
 DM7397.The orthometric height was determined by differential leveling and
 DM7397.adjusted by the NATIONAL GEODETIC SURVEY
 DM7397.in April 2013.
 DM7397
 DM7397.No vertical observational check was made to the station.
 DM7397
 DM7397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7397.GEOID18 height accuracy estimate available here.
 DM7397
 DM7397.Click photographs - Photos may exist for this station.
 DM7397
 DM7397.The dynamic height is computed by dividing the NAVD 88
 DM7397.geopotential number by the normal gravity value computed on the
 DM7397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7397.degrees latitude (g = 980.6199 gals.).
 DM7397
 DM7397.The modeled gravity was interpolated from observed gravity values.
 DM7397
 DM7397;                    North         East    Units  Estimated Accuracy
 DM7397;SPC NJ       -   187,138.7     154,045.9     MT  (+/- 3 meters HH1 GPS) 
 DM7397
 DM7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4639985507(NAD 83)
 DM7397
 DM7397                          SUPERSEDED SURVEY CONTROL
 DM7397
 DM7397.No superseded survey control is available for this station.
 DM7397
 DM7397_MARKER: DD = SURVEY DISK
 DM7397_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7397_SP_SET: ELECTRICAL JUNCTION BOX
 DM7397_STAMPING: 12 N 4 2004
 DM7397_MARK LOGO: NJGS
 DM7397_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7397+STABILITY: SURFACE MOTION
 DM7397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7397+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2022
 DM7397
 DM7397  HISTORY     - Date     Condition        Report By
 DM7397  HISTORY     - 2004     MONUMENTED       NJGS
 DM7397  HISTORY     - 20100503 GOOD             NJGS
 DM7397  HISTORY     - 20220118 GOOD             NJGS
 DM7397
 DM7397                          STATION DESCRIPTION
 DM7397
 DM7397'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DM7397'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON THE WEST SIDE OF THE
 DM7397'SOUTHBOUND LANES OF STATE ROUTE 18.
 DM7397'
 DM7397'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 18 AND THE
 DM7397'BRIDGE CARRYING DAVIDSON ROAD OVER STATE ROUTE 18, GO SOUTHWEST ON
 DM7397'STATE ROUTE 18 FOR 0.45 MI (0.7 KM) TO THE STATION ON THE RIGHT, SET
 DM7397'FLUSH IN A DRILL HOLE AT THE EAST CORNER OF A RECTANGULAR CONCRETE
 DM7397'ELECTRICAL JUNCTION BOX ADJACENT TO A METAL LIGHT POLE, NUMBER HL111.
 DM7397'
 DM7397'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST FROM A METAL LIGHT POLE,
 DM7397'NUMBER HL111, 14.0 FT (4.3 M) NORTHWEST FROM A SOLID WHITE LIGHT AT
 DM7397'THE NORTH SHOULDER OF THE SOUTHBOUND LANES OF STATE ROUTE 18 AND 20.8
 DM7397'FT (6.3 M) WEST-SOUTHWEST FROM A RECTANGULAR TRAFFIC SIGN, RUTGERS
 DM7397'STADIUM LOTS NEXT RIGHT, WITH WITNESS SIGN ATTACHED.
 DM7397
 DM7397                          STATION RECOVERY (2022)
 DM7397
 DM7397'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6241 ***********************************************************************
 DM6241  DESIGNATION -  12 N 5
 DM6241  PID         -  DM6241
 DM6241  STATE/COUNTY-  NJ/MIDDLESEX
 DM6241  COUNTRY     -  US
 DM6241  USGS QUAD   -  JAMESBURG (2019)
 DM6241
 DM6241                         *CURRENT SURVEY CONTROL
 DM6241  ______________________________________________________________________
 DM6241* NAD 83(1986) POSITION- 40 21 01.83   (N) 074 26 17.00   (W)   HD_HELD1
 DM6241* NAVD 88 ORTHO HEIGHT -    18.317 (meters)       60.10  (feet) ADJUSTED
 DM6241  ______________________________________________________________________
 DM6241  GEOID HEIGHT    -        -32.682 (meters)                     GEOID18
 DM6241  DYNAMIC HEIGHT  -         18.309 (meters)       60.07  (feet) COMP
 DM6241  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 DM6241
 DM6241  VERT ORDER      -  FIRST     CLASS II
 DM6241
 DM6241.The horizontal coordinates were determined by differentially corrected
 DM6241.hand held GPS observations or other comparable positioning techniques
 DM6241.and have an estimated accuracy of +/- 3 meters.
 DM6241
 DM6241.The orthometric height was determined by differential leveling and
 DM6241.adjusted by the NATIONAL GEODETIC SURVEY
 DM6241.in May 2012.
 DM6241
 DM6241.No vertical observational check was made to the station.
 DM6241
 DM6241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6241.GEOID18 height accuracy estimate available here.
 DM6241
 DM6241.Click photographs - Photos may exist for this station.
 DM6241
 DM6241.The dynamic height is computed by dividing the NAVD 88
 DM6241.geopotential number by the normal gravity value computed on the
 DM6241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6241.degrees latitude (g = 980.6199 gals.).
 DM6241
 DM6241.The modeled gravity was interpolated from observed gravity values.
 DM6241
 DM6241;                    North         East    Units  Estimated Accuracy
 DM6241;SPC NJ       -   168,432.1     155,262.0     MT  (+/- 3 meters HH1 GPS) 
 DM6241
 DM6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4772166812(NAD 83)
 DM6241
 DM6241                          SUPERSEDED SURVEY CONTROL
 DM6241
 DM6241.No superseded survey control is available for this station.
 DM6241
 DM6241_MARKER: DD = SURVEY DISK
 DM6241_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6241_SP_SET: SIGN BASE
 DM6241_STAMPING: 12 N 5 2008
 DM6241_MARK LOGO: NJGS
 DM6241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6241+STABILITY: SURFACE MOTION
 DM6241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6241+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2023
 DM6241
 DM6241  HISTORY     - Date     Condition        Report By
 DM6241  HISTORY     - 20081027 MONUMENTED       NJGS
 DM6241  HISTORY     - 20230822 GOOD             NJGS
 DM6241
 DM6241                          STATION DESCRIPTION
 DM6241
 DM6241'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6241'THE STATION IS LOCATED IN THE BOROUGH OF JAMESBURG, SET IN A DRILL
 DM6241'HOLE IN THE NORTHWEST CORNER OF THE BASE FOR AN ELECTRIC PEDESTRIAN
 DM6241'CROSSING SIGN FOR THE SOUTH BOUND LANES OF EAST RAILROAD AVENUE, ABOUT
 DM6241'126 FT (38.4 M) SOUTHEAST OF THE EXTENDED CENTERLINE OF FRANKLIN
 DM6241'STREET.
 DM6241'
 DM6241'THE STATION IS 15 FT (4.6 M) SOUTHWEST OF THE CENTERLINE OF EAST
 DM6241'RAILROAD AVENUE, 28 FT (8.5 M) NORTHEAST OF THE CENTERLINE OF THE
 DM6241'RAILROAD TRACKS, 24.8 FT (7.6 M) EAST OF A FIBER OPTIC CABLE WARNING
 DM6241'POST (6-13).
 DM6241
 DM6241                          STATION RECOVERY (2023)
 DM6241
 DM6241'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM6241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5840 ***********************************************************************
 DP5840  DESIGNATION -  12 N 6
 DP5840  PID         -  DP5840
 DP5840  STATE/COUNTY-  NJ/MIDDLESEX
 DP5840  COUNTRY     -  US
 DP5840  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5840
 DP5840                         *CURRENT SURVEY CONTROL
 DP5840  ______________________________________________________________________
 DP5840* NAD 83(1986) POSITION- 40 17 30.80   (N) 074 31 13.82   (W)   HD_HELD1
 DP5840* NAVD 88 ORTHO HEIGHT -    28.074 (meters)       92.11  (feet) ADJUSTED
 DP5840  ______________________________________________________________________
 DP5840  GEOID HEIGHT    -        -32.766 (meters)                     GEOID18
 DP5840  DYNAMIC HEIGHT  -         28.062 (meters)       92.07  (feet) COMP
 DP5840  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 DP5840
 DP5840  VERT ORDER      -  FIRST     CLASS II
 DP5840
 DP5840.The horizontal coordinates were determined by differentially corrected
 DP5840.hand held GPS observations or other comparable positioning techniques
 DP5840.and have an estimated accuracy of +/- 3 meters.
 DP5840
 DP5840.The orthometric height was determined by differential leveling and
 DP5840.adjusted by the NATIONAL GEODETIC SURVEY
 DP5840.in April 2015.
 DP5840
 DP5840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5840.GEOID18 height accuracy estimate available here.
 DP5840
 DP5840.Click photographs - Photos may exist for this station.
 DP5840
 DP5840.The dynamic height is computed by dividing the NAVD 88
 DP5840.geopotential number by the normal gravity value computed on the
 DP5840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5840.degrees latitude (g = 980.6199 gals.).
 DP5840
 DP5840.The modeled gravity was interpolated from observed gravity values.
 DP5840
 DP5840;                    North         East    Units  Estimated Accuracy
 DP5840;SPC NJ       -   161,922.0     148,256.6     MT  (+/- 3 meters HH1 GPS) 
 DP5840
 DP5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4075460265(NAD 83)
 DP5840
 DP5840                          SUPERSEDED SURVEY CONTROL
 DP5840
 DP5840.No superseded survey control is available for this station.
 DP5840
 DP5840_MARKER: Z = SEE DESCRIPTION
 DP5840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5840_STAMPING: NJ 12 N 6
 DP5840_MARK LOGO: NJDT
 DP5840_PROJECTION: RECESSED 10 CENTIMETERS
 DP5840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5840+STABILITY: SURFACE MOTION
 DP5840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5840+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2024
 DP5840
 DP5840  HISTORY     - Date     Condition        Report By
 DP5840  HISTORY     - UNK      MONUMENTED       NJDT
 DP5840  HISTORY     - 20140226 GOOD             NJGS
 DP5840  HISTORY     - 20240424 GOOD             AAAS
 DP5840
 DP5840                          STATION DESCRIPTION
 DP5840
 DP5840'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5840'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF JAMESBURG,
 DP5840'5.5 MI (8.8 KM) NORTH-NORTHWEST OF ROOSEVELT AND 1.6 MI (2.6 KM) NORTH
 DP5840'OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 DP5840'
 DP5840'THE STATION IS IN THE CRANBURY CIRCLE, JUNCTION OF U.S. HIGHWAY 130
 DP5840'AND SOUTH MAIN STREET (COUNTY ROUTE 539), A BRASS PLUG IN 6 INCH (15
 DP5840'CM) SQUARE CONCRETE MONUMENT INSCRIBED WITH NJ.
 DP5840'
 DP5840'IT IS 88 FT (26.8 M) SOUTH-SOUTHWEST OF POLE WITH NO NUMBER, 61 FT
 DP5840'(18.6 M) SOUTH OF POLE NUMBER 738, 105 FT (32.0 M) NORTH OF POLE
 DP5840'NUMBER 60605CB, 7.5 FT (2.3 M) SOUTH OF NJGS STATION 12 NORTH 6.
 DP5840
 DP5840                          STATION RECOVERY (2024)
 DP5840
 DP5840'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DP5840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0845 ***********************************************************************
 DQ0845  DESIGNATION -  12 N 7
 DQ0845  PID         -  DQ0845
 DQ0845  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0845  COUNTRY     -  US
 DQ0845  USGS QUAD   -  NEW BRUNSWICK (2019)
 DQ0845
 DQ0845                         *CURRENT SURVEY CONTROL
 DQ0845  ______________________________________________________________________
 DQ0845* NAD 83(1986) POSITION- 40 28 28.45   (N) 074 25 38.54   (W)   HD_HELD1
 DQ0845* NAVD 88 ORTHO HEIGHT -    31.163 (meters)      102.24  (feet) ADJUSTED
 DQ0845  ______________________________________________________________________
 DQ0845  GEOID HEIGHT    -        -32.847 (meters)                     GEOID18
 DQ0845  DYNAMIC HEIGHT  -         31.150 (meters)      102.20  (feet) COMP
 DQ0845  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 DQ0845
 DQ0845  VERT ORDER      -  FIRST     CLASS II
 DQ0845
 DQ0845.The horizontal coordinates were determined by differentially corrected
 DQ0845.hand held GPS observations or other comparable positioning techniques
 DQ0845.and have an estimated accuracy of +/- 3 meters.
 DQ0845
 DQ0845.The orthometric height was determined by differential leveling and
 DQ0845.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0845.in February 2016.
 DQ0845
 DQ0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0845.GEOID18 height accuracy estimate available here.
 DQ0845
 DQ0845.Click photographs - Photos may exist for this station.
 DQ0845
 DQ0845.The dynamic height is computed by dividing the NAVD 88
 DQ0845.geopotential number by the normal gravity value computed on the
 DQ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0845.degrees latitude (g = 980.6199 gals.).
 DQ0845
 DQ0845.The modeled gravity was interpolated from observed gravity values.
 DQ0845
 DQ0845;                    North         East    Units  Estimated Accuracy
 DQ0845;SPC NJ       -   182,207.5     156,158.2     MT  (+/- 3 meters HH1 GPS) 
 DQ0845
 DQ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4853980589(NAD 83)
 DQ0845
 DQ0845                          SUPERSEDED SURVEY CONTROL
 DQ0845
 DQ0845.No superseded survey control is available for this station.
 DQ0845
 DQ0845_MARKER: DD = SURVEY DISK
 DQ0845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ0845_SP_SET: BRIDGE ABUTMENT
 DQ0845_STAMPING: 12 N 7 2015
 DQ0845_MARK LOGO: NJGS
 DQ0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0845+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2022
 DQ0845
 DQ0845  HISTORY     - Date     Condition        Report By
 DQ0845  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0845  HISTORY     - 20221128 GOOD             NJGS
 DQ0845
 DQ0845                          STATION DESCRIPTION
 DQ0845
 DQ0845'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0845'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF SOUTH AMBOY
 DQ0845'JUNCTION, 7.2 MI (11.6 KM) WEST OF SOUTH AMBOY AND 1.5 MI (2.4 KM)
 DQ0845'EAST-SOUTHEAST OF NEW BRUNSWICK, IN NORTH BRUNSWICK TOWNSHIP.
 DQ0845'
 DQ0845'THE STATION IS LOCATED IN THE EAST CORNER AT THE SIDEWALK AREA OF THE
 DQ0845'SOUTH ABUTMENT OF THE RYDERS LANE (COUNTY ROUTE 617) BRIDGE SPANNING
 DQ0845'US HIGHWAY ROUTE 1.
 DQ0845'
 DQ0845'THE STATION IS 22 FT (6.7 M) NORTH OF A SIGN (TRENTON KEEP RIGHT,
 DQ0845'YIELD), 16 FT (4.9 M) NORTH OF THE SOUTH END OF THE BALUSTRADE WALL, 2
 DQ0845'FT (0.6 M) WEST OF THE EAST FACE OF THE WALL, 4.5 FT (1.4 M) EAST OF
 DQ0845'THE EAST CURB, 96 FT (29.3 M) SOUTH OF THE CENTER OF THE BRIDGE OVER
 DQ0845'ROUTE 1.
 DQ0845'
 DQ0845'THE STATION IS ON THE NORTH SIDE OF A RECTANGULAR MANHOLE.
 DQ0845
 DQ0845                          STATION RECOVERY (2022)
 DQ0845
 DQ0845'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JR)
 DQ0845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6738 ***********************************************************************
 KV6738  DESIGNATION -  12 P 1
 KV6738  PID         -  KV6738
 KV6738  STATE/COUNTY-  NJ/MIDDLESEX
 KV6738  COUNTRY     -  US
 KV6738  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6738
 KV6738                         *CURRENT SURVEY CONTROL
 KV6738  ______________________________________________________________________
 KV6738* NAD 83(2011) POSITION- 40 27 47.35736(N) 074 25 32.85755(W)   ADJUSTED
 KV6738* NAD 83(2011) ELLIP HT-    -9.404 (meters)        (06/27/12)   ADJUSTED
 KV6738* NAD 83(2011) EPOCH   -  2010.00
 KV6738* NAVD 88 ORTHO HEIGHT -    23.419 (meters)       76.83  (feet) ADJUSTED
 KV6738  ______________________________________________________________________
 KV6738  GEOID HEIGHT    -        -32.828 (meters)                     GEOID18
 KV6738  NAD 83(2011) X  -  1,304,704.378 (meters)                     COMP
 KV6738  NAD 83(2011) Y  - -4,681,061.019 (meters)                     COMP
 KV6738  NAD 83(2011) Z  -  4,117,241.783 (meters)                     COMP
 KV6738  LAPLACE CORR    -          5.57  (seconds)                    DEFLEC18
 KV6738  DYNAMIC HEIGHT  -         23.408 (meters)       76.80  (feet) COMP
 KV6738  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 KV6738
 KV6738  VERT ORDER      -  FIRST     CLASS II
 KV6738
 KV6738  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6738  Standards:
 KV6738         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6738            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6738  -------------------------------------------------------------------
 KV6738  NETWORK    0.49   0.55           0.16   0.23   0.28      0.09652874
 KV6738  -------------------------------------------------------------------
 KV6738  Click here for local accuracies and other accuracy information.
 KV6738
 KV6738.The horizontal coordinates were established by GPS observations
 KV6738.and adjusted by the National Geodetic Survey in June 2012.
 KV6738
 KV6738.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6738.been affixed to the stable North American tectonic plate. See 
 KV6738.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6738
 KV6738.The horizontal coordinates are valid at the epoch date displayed above
 KV6738.which is a decimal equivalence of Year/Month/Day.
 KV6738
 KV6738.The orthometric height was determined by differential leveling and
 KV6738.adjusted by the NATIONAL GEODETIC SURVEY
 KV6738.in February 2016.
 KV6738
 KV6738.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6738.GEOID18 height accuracy estimate available here.
 KV6738
 KV6738.Click photographs - Photos may exist for this station.
 KV6738
 KV6738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6738
 KV6738.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6738
 KV6738.The ellipsoidal height was determined by GPS observations
 KV6738.and is referenced to NAD 83.
 KV6738
 KV6738.The dynamic height is computed by dividing the NAVD 88
 KV6738.geopotential number by the normal gravity value computed on the
 KV6738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6738.degrees latitude (g = 980.6199 gals.).
 KV6738
 KV6738.The modeled gravity was interpolated from observed gravity values.
 KV6738
 KV6738. The following values were computed from the NAD 83(2011) position.
 KV6738
 KV6738;                    North         East     Units Scale Factor Converg.
 KV6738;SPC NJ       -   180,940.199   156,293.108   MT  0.99990049   +0 02 53.4
 KV6738;SPC NJ       -   593,634.64    512,771.64   sFT  0.99990049   +0 02 53.4
 KV6738;UTM  18      - 4,479,323.244   548,681.448   MT  0.99962917   +0 22 21.5
 KV6738
 KV6738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6738!SPC NJ       -   1.00000148  x   0.99990049  =   0.99990197
 KV6738!UTM  18      -   1.00000148  x   0.99962917  =   0.99963064
 KV6738
 KV6738:                Primary Azimuth Mark                     Grid Az
 KV6738:SPC NJ       -  12 N 1                                   348 19 32.8
 KV6738:UTM  18      -  12 N 1                                   348 00 04.7
 KV6738
 KV6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4868179323(NAD 83)
 KV6738
 KV6738|---------------------------------------------------------------------|
 KV6738| PID    Reference Object                     Distance      Geod. Az  |
 KV6738|                                                           dddmmss.s |
 KV6738| KV6736 12 N 1                              409.094 METERS 3482226.2 |
 KV6738|---------------------------------------------------------------------|
 KV6738
 KV6738                          SUPERSEDED SURVEY CONTROL
 KV6738
 KV6738  NAD 83(2007)-  40 27 47.35769(N)    074 25 32.85823(W) AD(2002.00) 0
 KV6738  ELLIP H (02/10/07)   -9.394  (m)                       GP(2002.00)    
 KV6738  ELLIP H (10/23/02)   -9.393  (m)                       GP(       ) 4 1
 KV6738  NAD 83(1996)-  40 27 47.35797(N)    074 25 32.85845(W) AD(       ) 1
 KV6738  ELLIP H (05/14/99)   -9.390  (m)                       GP(       ) 4 1
 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  NAVD 88 (03/16/93)   23.4    (m)  GEOID90  model used  GPS OBS        
 KV6738
 KV6738.Superseded values are not recommended for survey control.
 KV6738
 KV6738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6738.See file dsdata.pdf to determine how the superseded data were derived.
 KV6738
 KV6738_MARKER: DD = SURVEY DISK
 KV6738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6738_STAMPING: 12 P 1 1991
 KV6738_MARK LOGO: NJGS
 KV6738_PROJECTION: FLUSH
 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 - November 28, 2022
 KV6738
 KV6738  HISTORY     - Date     Condition        Report By
 KV6738  HISTORY     - 1991     MONUMENTED       NJGS
 KV6738  HISTORY     - 19920205 GOOD
 KV6738  HISTORY     - 20030331 GOOD             JCLS
 KV6738  HISTORY     - 20070418 GOOD             JCLS
 KV6738  HISTORY     - 20150317 GOOD             NJGS
 KV6738  HISTORY     - 20221128 GOOD             NCDF
 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.
 KV6738
 KV6738                          STATION RECOVERY (2007)
 KV6738
 KV6738'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 KV6738'RECOVERED IN GOOD CONDITION.
 KV6738
 KV6738                          STATION RECOVERY (2015)
 KV6738
 KV6738'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6738'RECOVERED IN GOOD CONDITION.
 KV6738'
 KV6738'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF
 KV6738'JAMESBURG, 7.2 MI (11.6 KM) WEST OF SOUTH AMBOY AND 2.1 MI (3.4 KM)
 KV6738'SOUTHEAST OF NEW BRUNSWICK.
 KV6738
 KV6738                          STATION RECOVERY (2022)
 KV6738
 KV6738'RECOVERY NOTE BY NORTH CAROLINA DIVISION OF FORESTRY 2022 (JR)
 KV6738'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6739 ***********************************************************************
 KV6739  DESIGNATION -  12 P 2
 KV6739  PID         -  KV6739
 KV6739  STATE/COUNTY-  NJ/MIDDLESEX
 KV6739  COUNTRY     -  US
 KV6739  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6739
 KV6739                         *CURRENT SURVEY CONTROL
 KV6739  ______________________________________________________________________
 KV6739* NAD 83(2011) POSITION- 40 24 26.45655(N) 074 23 15.99942(W)   ADJUSTED
 KV6739* NAD 83(2011) ELLIP HT-   -19.355 (meters)        (06/27/12)   ADJUSTED
 KV6739* NAD 83(2011) EPOCH   -  2010.00
 KV6739* NAVD 88 ORTHO HEIGHT -    13.3   (meters)       44.    (feet) GPS OBS
 KV6739  ______________________________________________________________________
 KV6739  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6739  GEOID HEIGHT    -        -32.780 (meters)                     GEOID90
 KV6739  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 KV6739  NAD 83(2011) X  -  1,308,889.634 (meters)                     COMP
 KV6739  NAD 83(2011) Y  - -4,684,057.916 (meters)                     COMP
 KV6739  NAD 83(2011) Z  -  4,112,518.679 (meters)                     COMP
 KV6739  LAPLACE CORR    -          5.23  (seconds)                    DEFLEC18
 KV6739
 KV6739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6739  Standards:
 KV6739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6739  -------------------------------------------------------------------
 KV6739  NETWORK    0.59   0.61           0.19   0.27   0.31      0.26626059
 KV6739  -------------------------------------------------------------------
 KV6739  Click here for local accuracies and other accuracy information.
 KV6739
 KV6739.The horizontal coordinates were established by GPS observations
 KV6739.and adjusted by the National Geodetic Survey in June 2012.
 KV6739
 KV6739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6739.been affixed to the stable North American tectonic plate. See 
 KV6739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6739
 KV6739.The horizontal coordinates are valid at the epoch date displayed above
 KV6739.which is a decimal equivalence of Year/Month/Day.
 KV6739
 KV6739.The orthometric height was determined by GPS observations and a
 KV6739.high-resolution geoid model.
 KV6739
 KV6739.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6739.GEOID18 height accuracy estimate available here.
 KV6739
 KV6739.Click photographs - Photos may exist for this station.
 KV6739
 KV6739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6739
 KV6739.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6739
 KV6739.The ellipsoidal height was determined by GPS observations
 KV6739.and is referenced to NAD 83.
 KV6739
 KV6739. The following values were computed from the NAD 83(2011) position.
 KV6739
 KV6739;                    North         East     Units Scale Factor Converg.
 KV6739;SPC NJ       -   174,747.378   159,524.964   MT  0.99990112   +0 04 21.9
 KV6739;SPC NJ       -   573,317.02    523,374.82   sFT  0.99990112   +0 04 21.9
 KV6739;UTM  18      - 4,473,150.481   551,947.423   MT  0.99963322   +0 23 48.7
 KV6739
 KV6739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6739!SPC NJ       -   1.00000304  x   0.99990112  =   0.99990416
 KV6739!UTM  18      -   1.00000304  x   0.99963322  =   0.99963626
 KV6739
 KV6739:                Primary Azimuth Mark                     Grid Az
 KV6739:SPC NJ       -  12 N 2                                   072 04 06.7
 KV6739:UTM  18      -  12 N 2                                   071 44 39.9
 KV6739
 KV6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5194773150(NAD 83)
 KV6739
 KV6739|---------------------------------------------------------------------|
 KV6739| PID    Reference Object                     Distance      Geod. Az  |
 KV6739|                                                           dddmmss.s |
 KV6739| KV6737 12 N 2                              441.632 METERS 0720828.6 |
 KV6739|---------------------------------------------------------------------|
 KV6739
 KV6739                          SUPERSEDED SURVEY CONTROL
 KV6739
 KV6739  NAD 83(2007)-  40 24 26.45687(N)    074 23 16.00002(W) AD(2002.00) 0
 KV6739  ELLIP H (02/10/07)  -19.343  (m)                       GP(2002.00)    
 KV6739  ELLIP H (10/23/02)  -19.341  (m)                       GP(       ) 4 1
 KV6739  NAD 83(1996)-  40 24 26.45713(N)    074 23 16.00021(W) AD(       ) 1
 KV6739  ELLIP H (05/14/99)  -19.338  (m)                       GP(       ) 4 1
 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
 KV6739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6739.See file dsdata.pdf to determine how the superseded data were derived.
 KV6739
 KV6739_MARKER: DD = SURVEY DISK
 KV6739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6952 ***********************************************************************
 KV6952  DESIGNATION -  12 P 3
 KV6952  PID         -  KV6952
 KV6952  STATE/COUNTY-  NJ/MIDDLESEX
 KV6952  COUNTRY     -  US
 KV6952  USGS QUAD   -  FREEHOLD (2019)
 KV6952
 KV6952                         *CURRENT SURVEY CONTROL
 KV6952  ______________________________________________________________________
 KV6952* NAD 83(2011) POSITION- 40 20 00.23457(N) 074 20 33.45357(W)   ADJUSTED
 KV6952* NAD 83(2011) ELLIP HT-    -7.408 (meters)        (06/27/12)   ADJUSTED
 KV6952* NAD 83(2011) EPOCH   -  2010.00
 KV6952* NAVD 88 ORTHO HEIGHT -    25.1   (meters)       82.    (feet) GPS OBS
 KV6952  ______________________________________________________________________
 KV6952  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6952  GEOID HEIGHT    -        -32.730 (meters)                     GEOID93
 KV6952  GEOID HEIGHT    -        -32.448 (meters)                     GEOID18
 KV6952  NAD 83(2011) X  -  1,314,018.405 (meters)                     COMP
 KV6952  NAD 83(2011) Y  - -4,688,155.250 (meters)                     COMP
 KV6952  NAD 83(2011) Z  -  4,106,270.233 (meters)                     COMP
 KV6952  LAPLACE CORR    -          3.66  (seconds)                    DEFLEC18
 KV6952
 KV6952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6952  Standards:
 KV6952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6952  -------------------------------------------------------------------
 KV6952  NETWORK    0.40   0.67           0.17   0.16   0.34      0.01892312
 KV6952  -------------------------------------------------------------------
 KV6952  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV6952
 KV6952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6952.been affixed to the stable North American tectonic plate. See 
 KV6952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6952
 KV6952.The horizontal coordinates are valid at the epoch date displayed above
 KV6952.which is a decimal equivalence of Year/Month/Day.
 KV6952
 KV6952.The orthometric height was determined by GPS observations and a
 KV6952.high-resolution geoid model.
 KV6952
 KV6952.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6952.GEOID18 height accuracy estimate available here.
 KV6952
 KV6952.Click photographs - Photos may exist for this station.
 KV6952
 KV6952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6952
 KV6952.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6952
 KV6952.The ellipsoidal height was determined by GPS observations
 KV6952.and is referenced to NAD 83.
 KV6952
 KV6952. The following values were computed from the NAD 83(2011) position.
 KV6952
 KV6952;                    North         East     Units Scale Factor Converg.
 KV6952;SPC NJ       -   166,542.440   163,371.853   MT  0.99990220   +0 06 06.7
 KV6952;SPC NJ       -   546,397.99    535,995.82   sFT  0.99990220   +0 06 06.7
 KV6952;UTM  18      - 4,464,969.594   555,839.595   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5583964969(NAD 83)
 KV6952
 KV6952                          SUPERSEDED SURVEY CONTROL
 KV6952
 KV6952  NAD 83(2007)-  40 20 00.23498(N)    074 20 33.45408(W) AD(2002.00) 0
 KV6952  ELLIP H (02/10/07)   -7.398  (m)                       GP(2002.00)    
 KV6952  ELLIP H (10/23/02)   -7.390  (m)                       GP(       ) 4 1
 KV6952  NAD 83(1996)-  40 20 00.23501(N)    074 20 33.45436(W) AD(       ) 1
 KV6952  ELLIP H (05/14/99)   -7.394  (m)                       GP(       ) 4 1
 KV6952  NAD 83(1992)-  40 20 00.23434(N)    074 20 33.45440(W) AD(       ) 1
 KV6952  ELLIP H (09/14/94)   -7.448  (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
 KV6952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6952.See file dsdata.pdf to determine how the superseded data were derived.
 KV6952
 KV6952_MARKER: DD = SURVEY DISK
 KV6952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DM7398 ***********************************************************************
 DM7398  DESIGNATION -  12 P 4
 DM7398  PID         -  DM7398
 DM7398  STATE/COUNTY-  NJ/MIDDLESEX
 DM7398  COUNTRY     -  US
 DM7398  USGS QUAD   -  PLAINFIELD (2019)
 DM7398
 DM7398                         *CURRENT SURVEY CONTROL
 DM7398  ______________________________________________________________________
 DM7398* NAD 83(1986) POSITION- 40 31 00.95   (N) 074 27 18.03   (W)   HD_HELD1
 DM7398* NAVD 88 ORTHO HEIGHT -    25.305 (meters)       83.02  (feet) ADJUSTED
 DM7398  ______________________________________________________________________
 DM7398  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 DM7398  DYNAMIC HEIGHT  -         25.294 (meters)       82.99  (feet) COMP
 DM7398  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 DM7398
 DM7398  VERT ORDER      -  FIRST     CLASS II
 DM7398
 DM7398.The horizontal coordinates were determined by differentially corrected
 DM7398.hand held GPS observations or other comparable positioning techniques
 DM7398.and have an estimated accuracy of +/- 3 meters.
 DM7398
 DM7398.The orthometric height was determined by differential leveling and
 DM7398.adjusted by the NATIONAL GEODETIC SURVEY
 DM7398.in April 2013.
 DM7398
 DM7398.No vertical observational check was made to the station.
 DM7398
 DM7398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7398.GEOID18 height accuracy estimate available here.
 DM7398
 DM7398.Click photographs - Photos may exist for this station.
 DM7398
 DM7398.The dynamic height is computed by dividing the NAVD 88
 DM7398.geopotential number by the normal gravity value computed on the
 DM7398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7398.degrees latitude (g = 980.6199 gals.).
 DM7398
 DM7398.The modeled gravity was interpolated from observed gravity values.
 DM7398
 DM7398;                    North         East    Units  Estimated Accuracy
 DM7398;SPC NJ       -   186,909.4     153,812.5     MT  (+/- 3 meters HH1 GPS) 
 DM7398
 DM7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4616785276(NAD 83)
 DM7398
 DM7398                          SUPERSEDED SURVEY CONTROL
 DM7398
 DM7398.No superseded survey control is available for this station.
 DM7398
 DM7398_MARKER: DD = SURVEY DISK
 DM7398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7398_SP_SET: BRIDGE ABUTMENT
 DM7398_STAMPING: 12 P 4 2004
 DM7398_MARK LOGO: NJGS
 DM7398_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7398+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DM7398
 DM7398  HISTORY     - Date     Condition        Report By
 DM7398  HISTORY     - 2004     MONUMENTED       NJGS
 DM7398  HISTORY     - 20100503 GOOD             NJGS
 DM7398
 DM7398                          STATION DESCRIPTION
 DM7398
 DM7398'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DM7398'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON THE WEST SIDE OF THE
 DM7398'SOUTHBOUND LANES OF STATE ROUTE 18.
 DM7398'
 DM7398'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 18 AND THE
 DM7398'BRIDGE CARRYING DAVIDSON ROAD OVER STATE ROUTE 18, GO SOUTHWEST THEN
 DM7398'SOUTH ON STATE ROUTE 18 FOR 0.70 MI (1.1 KM) TO THE STATION ON THE
 DM7398'RIGHT, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHWEST ABUTMENT
 DM7398'OF THE BRIDGE CARRYING STATE ROUTE 18 OVER CAMPUS ROAD.
 DM7398'
 DM7398'THE STATION IS 38.2 FT (11.6 M) EAST FROM THE WEST END OF THE NORTH
 DM7398'PARAPET WALL, 23.5 FT (7.2 M) NORTHWEST FROM THE CENTER LINE OF THE
 DM7398'SOUTHBOUND LANES OF STATE ROUTE 18 AND 59.1 FT (18.0 M) SOUTHWEST FROM
 DM7398'THE CENTER OF THE BRIDGE
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6242 ***********************************************************************
 DM6242  DESIGNATION -  12 P 5
 DM6242  PID         -  DM6242
 DM6242  STATE/COUNTY-  NJ/MIDDLESEX
 DM6242  COUNTRY     -  US
 DM6242  USGS QUAD   -  JAMESBURG (2019)
 DM6242
 DM6242                         *CURRENT SURVEY CONTROL
 DM6242  ______________________________________________________________________
 DM6242* NAD 83(1986) POSITION- 40 21 54.     (N) 074 26 09.     (W)   SCALED
 DM6242* NAVD 88 ORTHO HEIGHT -    19.310 (meters)       63.35  (feet) ADJUSTED
 DM6242  ______________________________________________________________________
 DM6242  GEOID HEIGHT    -        -32.704 (meters)                     GEOID18
 DM6242  DYNAMIC HEIGHT  -         19.302 (meters)       63.33  (feet) COMP
 DM6242  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 DM6242
 DM6242  VERT ORDER      -  FIRST     CLASS II
 DM6242
 DM6242.The horizontal coordinates were scaled from a map and have
 DM6242.an estimated accuracy of +/- 6 seconds.
 DM6242
 DM6242.The orthometric height was determined by differential leveling and
 DM6242.adjusted by the NATIONAL GEODETIC SURVEY
 DM6242.in May 2012.
 DM6242
 DM6242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6242.GEOID18 height accuracy estimate available here.
 DM6242
 DM6242.Click photographs - Photos may exist for this station.
 DM6242
 DM6242.The dynamic height is computed by dividing the NAVD 88
 DM6242.geopotential number by the normal gravity value computed on the
 DM6242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6242.degrees latitude (g = 980.6199 gals.).
 DM6242
 DM6242.The modeled gravity was interpolated from observed gravity values.
 DM6242
 DM6242;                    North         East    Units  Estimated Accuracy
 DM6242;SPC NJ       -   170,040.      155,450.      MT  (+/- 180 meters Scaled)
 DM6242
 DM6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK478684(NAD 83)
 DM6242
 DM6242                          SUPERSEDED SURVEY CONTROL
 DM6242
 DM6242.No superseded survey control is available for this station.
 DM6242
 DM6242_MARKER: DD = SURVEY DISK
 DM6242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM6242_SP_SET: TRANSMISSION TOWER BASE
 DM6242_STAMPING: 12 P 5 2009
 DM6242_MARK LOGO: NJGS
 DM6242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6242+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2009
 DM6242
 DM6242  HISTORY     - Date     Condition        Report By
 DM6242  HISTORY     - 20090724 MONUMENTED       NJGS
 DM6242
 DM6242                          STATION DESCRIPTION
 DM6242
 DM6242'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6242'THE STATION IS LOCATED IN THE BOROUGH OF JAMESBURG, SET IN A DRILL
 DM6242'HOLE IN THE CIRCULAR BASE FOR A OCTAGONAL ELECTRIC TRANSMISSION TOWER
 DM6242'ON THE EAST SIDE OF MOTT STREET, ABOUT 200 FT (61.0 M) SOUTHWEST OF
 DM6242'THE JUNCTION WITH OLDS ROAD.
 DM6242'
 DM6242'TO REACH THE STATION FROM THE JUNCTION OF GATZMER AVENUE (COUNTY ROUTE
 DM6242'522) AND MOTTS STREET, GO 0.85 MI (1.4 KM) NORTHEAST ON MOTTS STREET
 DM6242'TO THE STATION ON THE TRANSMISSION TOWER ON THE LEFT, SET IN THE EAST
 DM6242'SIDE OF THE WEST CIRCULAR BASE.
 DM6242'
 DM6242'IT IS 122 FT (37.2 M) NORTHWEST OF THE CENTERLINE OF MOTT STREET, 230
 DM6242'FT (70.1 M) SOUTHWEST OF THE CENTERLINE JUNCTION OF MOTT STREET AND
 DM6242'OLDS ROAD, ABOUT 150 FT (45.7 M) SOUTHEAST OF THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7403 ***********************************************************************
 DM7403  DESIGNATION -  12 P 5
 DM7403  PID         -  DM7403
 DM7403  STATE/COUNTY-  NJ/MIDDLESEX
 DM7403  COUNTRY     -  US
 DM7403  USGS QUAD   -  PLAINFIELD (2019)
 DM7403
 DM7403                         *CURRENT SURVEY CONTROL
 DM7403  ______________________________________________________________________
 DM7403* NAD 83(1986) POSITION- 40 32 39.52   (N) 074 28 05.36   (W)   HD_HELD1
 DM7403* NAVD 88 ORTHO HEIGHT -    24.866 (meters)       81.58  (feet) ADJUSTED
 DM7403  ______________________________________________________________________
 DM7403  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 DM7403  DYNAMIC HEIGHT  -         24.855 (meters)       81.55  (feet) COMP
 DM7403  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 DM7403
 DM7403  VERT ORDER      -  FIRST     CLASS II
 DM7403
 DM7403.The horizontal coordinates were determined by differentially corrected
 DM7403.hand held GPS observations or other comparable positioning techniques
 DM7403.and have an estimated accuracy of +/- 3 meters.
 DM7403
 DM7403.The orthometric height was determined by differential leveling and
 DM7403.adjusted by the NATIONAL GEODETIC SURVEY
 DM7403.in April 2013.
 DM7403
 DM7403.No vertical observational check was made to the station.
 DM7403
 DM7403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7403.GEOID18 height accuracy estimate available here.
 DM7403
 DM7403.Click photographs - Photos may exist for this station.
 DM7403
 DM7403.The dynamic height is computed by dividing the NAVD 88
 DM7403.geopotential number by the normal gravity value computed on the
 DM7403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7403.degrees latitude (g = 980.6199 gals.).
 DM7403
 DM7403.The modeled gravity was interpolated from observed gravity values.
 DM7403
 DM7403;                    North         East    Units  Estimated Accuracy
 DM7403;SPC NJ       -   189,949.1     152,697.3     MT  (+/- 3 meters HH1 GPS) 
 DM7403
 DM7403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4503588309(NAD 83)
 DM7403
 DM7403                          SUPERSEDED SURVEY CONTROL
 DM7403
 DM7403.No superseded survey control is available for this station.
 DM7403
 DM7403_MARKER: DD = SURVEY DISK
 DM7403_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7403_SP_SET: WATER FOUNTAIN BASE
 DM7403_STAMPING: 12 P 5 2010
 DM7403_MARK LOGO: NJGS
 DM7403_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7403+STABILITY: SURFACE MOTION
 DM7403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7403+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2023
 DM7403
 DM7403  HISTORY     - Date     Condition        Report By
 DM7403  HISTORY     - 20100429 MONUMENTED       NJGS
 DM7403  HISTORY     - 20230829 GOOD             NJGS
 DM7403
 DM7403                          STATION DESCRIPTION
 DM7403
 DM7403'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7403'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7403'AN ABANDONED WATER FOUNTAIN BASE FOR A BASEBALL FIELD IN AMBROSE
 DM7403'COUNTY PARK, ON THE WEST SIDE OF SIDNEY ROAD.
 DM7403'
 DM7403'TO REACH THE STATION FROM THE CENTER OF THE SOUTH RANDOLPHVILLE ROAD
 DM7403'BRIDGE SPANNING US INTERSTATE 287, GO ABOUT 0.8 MI (1.3 KM)
 DM7403'SOUTH-SOUTHWEST ON RANDOLPHVILLE ROAD TO THE JUNCTION WITH SYDNEY
 DM7403'ROAD, TURN LEFT AND GO 0.15 MI (0.2 KM) SOUTH TO THE PARK ENTRANCE ON
 DM7403'THE RIGHT, TURN RIGHT INTO THE PARK ENTRANCE TO THE WEST END OF THE
 DM7403'PARKING LOT, GO ABOUT 0.1 MI (0.2 KM) NORTH-NORTHWEST TO THE BASEBALL
 DM7403'FIELD AHEAD AND THE STATION NEAR THE FIRST BASE BACKSTOP.
 DM7403'
 DM7403'THE BASEBALL FIELD IS UTILIZED BY THE PISCATAWAY HIGH SCHOOL.
 DM7403'
 DM7403'THE STATION 106.7 FT (32.5 M) SOUTH OF HOME PLATE, 78.6 FT (24.0 M)
 DM7403'SOUTH OF THE EAST END OF THE BACKSTOP, 88.0 FT (26.8 M) SOUTHWEST OF
 DM7403'THE EAST END OF THE PLAYER BENCH ON THE FIRST BASE SIDE, 104.5
 DM7403'SOUTH-SOUTHEAST OF THE SOUTH END OF THE PLAYER BENCH ON THE THIRD BASE
 DM7403'SIDE.
 DM7403
 DM7403                          STATION RECOVERY (2023)
 DM7403
 DM7403'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5822 ***********************************************************************
 DP5822  DESIGNATION -  12 P 6
 DP5822  PID         -  DP5822
 DP5822  STATE/COUNTY-  NJ/MIDDLESEX
 DP5822  COUNTRY     -  US
 DP5822  USGS QUAD   -  JAMESBURG (2019)
 DP5822
 DP5822                         *CURRENT SURVEY CONTROL
 DP5822  ______________________________________________________________________
 DP5822* NAD 83(1986) POSITION- 40 15 43.07   (N) 074 26 15.83   (W)   HD_HELD1
 DP5822* NAVD 88 ORTHO HEIGHT -    34.538 (meters)      113.31  (feet) ADJUSTED
 DP5822  ______________________________________________________________________
 DP5822  GEOID HEIGHT    -        -32.505 (meters)                     GEOID18
 DP5822  DYNAMIC HEIGHT  -         34.523 (meters)      113.26  (feet) COMP
 DP5822  MODELED GRAVITY -    980,208.6   (mgal)                       NAVD 88
 DP5822
 DP5822  VERT ORDER      -  FIRST     CLASS II
 DP5822
 DP5822.The horizontal coordinates were determined by differentially corrected
 DP5822.hand held GPS observations or other comparable positioning techniques
 DP5822.and have an estimated accuracy of +/- 3 meters.
 DP5822
 DP5822.The orthometric height was determined by differential leveling and
 DP5822.adjusted by the NATIONAL GEODETIC SURVEY
 DP5822.in April 2015.
 DP5822
 DP5822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5822.GEOID18 height accuracy estimate available here.
 DP5822
 DP5822.Click photographs - Photos may exist for this station.
 DP5822
 DP5822.The dynamic height is computed by dividing the NAVD 88
 DP5822.geopotential number by the normal gravity value computed on the
 DP5822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5822.degrees latitude (g = 980.6199 gals.).
 DP5822
 DP5822.The modeled gravity was interpolated from observed gravity values.
 DP5822
 DP5822;                    North         East    Units  Estimated Accuracy
 DP5822;SPC NJ       -   158,601.1     155,296.5     MT  (+/- 3 meters HH1 GPS) 
 DP5822
 DP5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4781156984(NAD 83)
 DP5822
 DP5822                          SUPERSEDED SURVEY CONTROL
 DP5822
 DP5822.No superseded survey control is available for this station.
 DP5822
 DP5822_MARKER: DD = SURVEY DISK
 DP5822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5822_SP_SET: HEADWALL
 DP5822_STAMPING: 12 P 6 2014
 DP5822_MARK LOGO: NJGS
 DP5822_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5822+STABILITY: SURFACE MOTION
 DP5822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5822+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5822
 DP5822  HISTORY     - Date     Condition        Report By
 DP5822  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5822
 DP5822                          STATION DESCRIPTION
 DP5822
 DP5822'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5822'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH OF JAMESBURG, 4.6
 DP5822'MI (7.4 KM) EAST OF HIGHTSTOWN AND 3.5 MI (5.6 KM) NORTH-NORTHEAST OF
 DP5822'ROOSEVELT, IN MONROE TOWNSHIP.
 DP5822'
 DP5822'THE STATION IS SET IN THE TOP CENTER OF A V-SHAPED HEADWALL ON THE
 DP5822'NORTH SIDE OF WESTBOUND ROUTE 33, ABOUT 0.05 MI (0.1 KM) WEST OF THE
 DP5822'JUNCTION OF PERRINEVILLE ROAD AND WESTBOUND ROUTE 33.
 DP5822'
 DP5822'THE STATION IS 12.6 FT (3.8 M) NORTH OF THE NORTH CURB OF WESTBOUND
 DP5822'ROUTE 33, 24.2 FT (7.4 M) NORTHEAST OF THE CENTER OF AN INLET CURB
 DP5822'PIECE, 22 FT (6.7 M) NORTHWEST OF THE CENTER OF AN INLET CURB PIECE,
 DP5822'140 FT (42.7 M) EAST OF THE WEST NOSE OF THE RAMP LEADING FROM
 DP5822'WESTBOUND ROUTE 33 TO SOUTHBOUND PERRINEVILLE ROAD, 5.5 FT (1.7 M)
 DP5822'NORTH OF A WITNESS POST.  THE STATION IS ABOUT 4 FT (1.2 M) LOWER THAN
 DP5822'THE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0846 ***********************************************************************
 DQ0846  DESIGNATION -  12 P 7
 DQ0846  PID         -  DQ0846
 DQ0846  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0846  COUNTRY     -  US
 DQ0846  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0846
 DQ0846                         *CURRENT SURVEY CONTROL
 DQ0846  ______________________________________________________________________
 DQ0846* NAD 83(1986) POSITION- 40 25 00.42   (N) 074 21 41.09   (W)   HD_HELD1
 DQ0846* NAVD 88 ORTHO HEIGHT -     3.016 (meters)        9.90  (feet) ADJUSTED
 DQ0846  ______________________________________________________________________
 DQ0846  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 DQ0846  DYNAMIC HEIGHT  -          3.015 (meters)        9.89  (feet) COMP
 DQ0846  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 DQ0846
 DQ0846  VERT ORDER      -  FIRST     CLASS II
 DQ0846
 DQ0846.The horizontal coordinates were determined by differentially corrected
 DQ0846.hand held GPS observations or other comparable positioning techniques
 DQ0846.and have an estimated accuracy of +/- 3 meters.
 DQ0846
 DQ0846.The orthometric height was determined by differential leveling and
 DQ0846.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0846.in February 2016.
 DQ0846
 DQ0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0846.GEOID18 height accuracy estimate available here.
 DQ0846
 DQ0846.Click photographs - Photos may exist for this station.
 DQ0846
 DQ0846.The dynamic height is computed by dividing the NAVD 88
 DQ0846.geopotential number by the normal gravity value computed on the
 DQ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0846.degrees latitude (g = 980.6199 gals.).
 DQ0846
 DQ0846.The modeled gravity was interpolated from observed gravity values.
 DQ0846
 DQ0846;                    North         East    Units  Estimated Accuracy
 DQ0846;SPC NJ       -   175,798.1     161,761.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0846
 DQ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5417674213(NAD 83)
 DQ0846
 DQ0846                          SUPERSEDED SURVEY CONTROL
 DQ0846
 DQ0846.No superseded survey control is available for this station.
 DQ0846
 DQ0846_MARKER: DD = SURVEY DISK
 DQ0846_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ0846_SP_SET: BRIDGE ABUTMENT
 DQ0846_STAMPING: 12 P 7 2015
 DQ0846_MARK LOGO: NJGS
 DQ0846_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0846+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2021
 DQ0846
 DQ0846  HISTORY     - Date     Condition        Report By
 DQ0846  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0846  HISTORY     - 20210127 GOOD             NJGS
 DQ0846
 DQ0846                          STATION DESCRIPTION
 DQ0846
 DQ0846'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0846'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF SOUTH AMBOY
 DQ0846'JUNCTION, 6.1 MI (9.8 KM) NORTHEAST OF JAMESBURG AND 5.6 MI (9.0 KM)
 DQ0846'SOUTHWEST OF SOUTH AMBOY, IN OLD BRIDGE TOWNSHIP.
 DQ0846'
 DQ0846'TO REACH FROM THE NEW JERSEY STATE ROUTE 18 SPANNING MAIN
 DQ0846'STREET/BORDENTOWN ROAD (COUNTY ROUTE 615), GO 0.4 MI (0.6 KM)
 DQ0846'NORTHEAST ON COUNTY ROUTE 615 TO THE STATION ON THE LEFT, SET IN A
 DQ0846'DRILL HOLE IN THE NORTH END OF THE NORTHEAST ABUTMENT IN THE SIDEWALK
 DQ0846'AREA OF THE BRIDGE SPANNING SOUTH RIVER.
 DQ0846'
 DQ0846'IT IS 3 FT (0.9 M) NORTHWEST OF THE NORTHWEST CURB, 63 FT (19.2 M)
 DQ0846'NORTHEAST OF THE CENTER OF THE BRIDGE, 7 FT (2.1 M) SOUTHWEST OF POLE
 DQ0846'NUMBER BT1921, 3 FT (0.9 M) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 DQ0846'BALUSTRADE.
 DQ0846
 DQ0846                          STATION RECOVERY (2021)
 DQ0846
 DQ0846'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DQ0846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6740 ***********************************************************************
 KV6740  DESIGNATION -  12 Q 1
 KV6740  PID         -  KV6740
 KV6740  STATE/COUNTY-  NJ/MIDDLESEX
 KV6740  COUNTRY     -  US
 KV6740  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6740
 KV6740                         *CURRENT SURVEY CONTROL
 KV6740  ______________________________________________________________________
 KV6740* NAD 83(2011) POSITION- 40 27 20.63177(N) 074 24 34.74553(W)   ADJUSTED
 KV6740* NAD 83(2011) ELLIP HT-   -14.283 (meters)        (06/27/12)   ADJUSTED
 KV6740* NAD 83(2011) EPOCH   -  2010.00
 KV6740* NAVD 88 ORTHO HEIGHT -    18.492 (meters)       60.67  (feet) ADJUSTED
 KV6740  ______________________________________________________________________
 KV6740  GEOID HEIGHT    -        -32.775 (meters)                     GEOID18
 KV6740  NAD 83(2011) X  -  1,306,165.915 (meters)                     COMP
 KV6740  NAD 83(2011) Y  - -4,681,204.930 (meters)                     COMP
 KV6740  NAD 83(2011) Z  -  4,116,611.389 (meters)                     COMP
 KV6740  LAPLACE CORR    -          5.48  (seconds)                    DEFLEC18
 KV6740  DYNAMIC HEIGHT  -         18.484 (meters)       60.64  (feet) COMP
 KV6740  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 KV6740
 KV6740  VERT ORDER      -  FIRST     CLASS II
 KV6740
 KV6740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6740  Standards:
 KV6740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6740  -------------------------------------------------------------------
 KV6740  NETWORK    0.48   0.59           0.17   0.22   0.30     -0.03193759
 KV6740  -------------------------------------------------------------------
 KV6740  Click here for local accuracies and other accuracy information.
 KV6740
 KV6740.The horizontal coordinates were established by GPS observations
 KV6740.and adjusted by the National Geodetic Survey in June 2012.
 KV6740
 KV6740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6740.been affixed to the stable North American tectonic plate. See 
 KV6740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6740
 KV6740.The horizontal coordinates are valid at the epoch date displayed above
 KV6740.which is a decimal equivalence of Year/Month/Day.
 KV6740
 KV6740.The orthometric height was determined by differential leveling and
 KV6740.adjusted by the NATIONAL GEODETIC SURVEY
 KV6740.in February 2016.
 KV6740
 KV6740.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6740.GEOID18 height accuracy estimate available here.
 KV6740
 KV6740.Click photographs - Photos may exist for this station.
 KV6740
 KV6740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6740
 KV6740.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6740
 KV6740.The ellipsoidal height was determined by GPS observations
 KV6740.and is referenced to NAD 83.
 KV6740
 KV6740.The dynamic height is computed by dividing the NAVD 88
 KV6740.geopotential number by the normal gravity value computed on the
 KV6740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6740.degrees latitude (g = 980.6199 gals.).
 KV6740
 KV6740.The modeled gravity was interpolated from observed gravity values.
 KV6740
 KV6740. The following values were computed from the NAD 83(2011) position.
 KV6740
 KV6740;                    North         East     Units Scale Factor Converg.
 KV6740;SPC NJ       -   180,117.195   157,662.903   MT  0.99990072   +0 03 31.0
 KV6740;SPC NJ       -   590,934.50    517,265.71   sFT  0.99990072   +0 03 31.0
 KV6740;UTM  18      - 4,478,508.231   550,055.510   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5005578508(NAD 83)
 KV6740
 KV6740                          SUPERSEDED SURVEY CONTROL
 KV6740
 KV6740  NAD 83(2007)-  40 27 20.63209(N)    074 24 34.74618(W) AD(2002.00) 0
 KV6740  ELLIP H (02/10/07)  -14.273  (m)                       GP(2002.00)    
 KV6740  ELLIP H (10/23/02)  -14.272  (m)                       GP(       ) 4 1
 KV6740  NAD 83(1996)-  40 27 20.63237(N)    074 24 34.74640(W) AD(       ) 1
 KV6740  ELLIP H (05/14/99)  -14.269  (m)                       GP(       ) 4 1
 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  NAVD 88 (03/16/93)   18.5    (m)  GEOID90  model used  GPS OBS        
 KV6740
 KV6740.Superseded values are not recommended for survey control.
 KV6740
 KV6740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6740.See file dsdata.pdf to determine how the superseded data were derived.
 KV6740
 KV6740_MARKER: DD = SURVEY DISK
 KV6740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6740_STAMPING: 12 Q 1 1991
 KV6740_MARK LOGO: NJGS
 KV6740_PROJECTION: RECESSED 8 CENTIMETERS
 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 - May 27, 2015
 KV6740
 KV6740  HISTORY     - Date     Condition        Report By
 KV6740  HISTORY     - 1991     MONUMENTED       NJGS
 KV6740  HISTORY     - 19920203 GOOD
 KV6740  HISTORY     - 20150527 GOOD             NJGS
 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.
 KV6740
 KV6740                          STATION RECOVERY (2015)
 KV6740
 KV6740'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6740'RECOVERED IN GOOD CONDITION.
 KV6740'
 KV6740'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-SOUTHWEST
 KV6740'OF SOUTH AMBOY JUNCTION, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF SOUTH
 KV6740'AMBOY AND 3.1 MI (5.0 KM) SOUTHEAST OF NEW BRUNSWICK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6741 ***********************************************************************
 KV6741  DESIGNATION -  12 Q 2
 KV6741  PID         -  KV6741
 KV6741  STATE/COUNTY-  NJ/MIDDLESEX
 KV6741  COUNTRY     -  US
 KV6741  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6741
 KV6741                         *CURRENT SURVEY CONTROL
 KV6741  ______________________________________________________________________
 KV6741* NAD 83(2011) POSITION- 40 24 10.37387(N) 074 24 04.48986(W)   ADJUSTED
 KV6741* NAD 83(2011) ELLIP HT-   -12.023 (meters)        (06/27/12)   ADJUSTED
 KV6741* NAD 83(2011) EPOCH   -  2010.00
 KV6741* NAVD 88 ORTHO HEIGHT -    20.7   (meters)       68.    (feet) GPS OBS
 KV6741  ______________________________________________________________________
 KV6741  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6741  GEOID HEIGHT    -        -32.800 (meters)                     GEOID90
 KV6741  GEOID HEIGHT    -        -32.679 (meters)                     GEOID18
 KV6741  NAD 83(2011) X  -  1,307,876.396 (meters)                     COMP
 KV6741  NAD 83(2011) Y  - -4,684,680.573 (meters)                     COMP
 KV6741  NAD 83(2011) Z  -  4,112,145.683 (meters)                     COMP
 KV6741  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 KV6741
 KV6741  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6741  Standards:
 KV6741         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6741            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6741  -------------------------------------------------------------------
 KV6741  NETWORK    0.55   0.61           0.17   0.26   0.31      0.18750625
 KV6741  -------------------------------------------------------------------
 KV6741  Click here for local accuracies and other accuracy information.
 KV6741
 KV6741.The horizontal coordinates were established by GPS observations
 KV6741.and adjusted by the National Geodetic Survey in June 2012.
 KV6741
 KV6741.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6741.been affixed to the stable North American tectonic plate. See 
 KV6741.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6741
 KV6741.The horizontal coordinates are valid at the epoch date displayed above
 KV6741.which is a decimal equivalence of Year/Month/Day.
 KV6741
 KV6741.The orthometric height was determined by GPS observations and a
 KV6741.high-resolution geoid model.
 KV6741
 KV6741.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6741.GEOID18 height accuracy estimate available here.
 KV6741
 KV6741.Click photographs - Photos may exist for this station.
 KV6741
 KV6741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6741
 KV6741.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6741
 KV6741.The ellipsoidal height was determined by GPS observations
 KV6741.and is referenced to NAD 83.
 KV6741
 KV6741. The following values were computed from the NAD 83(2011) position.
 KV6741
 KV6741;                    North         East     Units Scale Factor Converg.
 KV6741;SPC NJ       -   174,249.991   158,382.277   MT  0.99990086   +0 03 50.4
 KV6741;SPC NJ       -   571,685.18    519,625.85   sFT  0.99990086   +0 03 50.4
 KV6741;UTM  18      - 4,472,646.773   550,807.875   MT  0.99963178   +0 23 17.1
 KV6741
 KV6741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6741!SPC NJ       -   1.00000189  x   0.99990086  =   0.99990275
 KV6741!UTM  18      -   1.00000189  x   0.99963178  =   0.99963367
 KV6741
 KV6741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5080772646(NAD 83)
 KV6741
 KV6741                          SUPERSEDED SURVEY CONTROL
 KV6741
 KV6741  NAD 83(2007)-  40 24 10.37419(N)    074 24 04.49046(W) AD(2002.00) 0
 KV6741  ELLIP H (02/10/07)  -12.012  (m)                       GP(2002.00)    
 KV6741  ELLIP H (10/23/02)  -12.009  (m)                       GP(       ) 4 1
 KV6741  NAD 83(1996)-  40 24 10.37445(N)    074 24 04.49066(W) AD(       ) 1
 KV6741  ELLIP H (05/14/99)  -12.006  (m)                       GP(       ) 4 1
 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
 KV6741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6741.See file dsdata.pdf to determine how the superseded data were derived.
 KV6741
 KV6741_MARKER: DD = SURVEY DISK
 KV6741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV7137 ***********************************************************************
 KV7137  DESIGNATION -  12 Q 3
 KV7137  PID         -  KV7137
 KV7137  STATE/COUNTY-  NJ/MIDDLESEX
 KV7137  COUNTRY     -  US
 KV7137  USGS QUAD   -  FREEHOLD (2019)
 KV7137
 KV7137                         *CURRENT SURVEY CONTROL
 KV7137  ______________________________________________________________________
 KV7137* NAD 83(2011) POSITION- 40 22 06.52256(N) 074 18 08.66145(W)   ADJUSTED
 KV7137* NAD 83(2011) ELLIP HT-   -10.576 (meters)        (06/27/12)   ADJUSTED
 KV7137* NAD 83(2011) EPOCH   -  2010.00
 KV7137* NAVD 88 ORTHO HEIGHT -    21.9   (meters)       72.    (feet) GPS OBS
 KV7137  ______________________________________________________________________
 KV7137  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7137  GEOID HEIGHT    -        -32.710 (meters)                     GEOID93
 KV7137  GEOID HEIGHT    -        -32.422 (meters)                     GEOID18
 KV7137  NAD 83(2011) X  -  1,316,626.002 (meters)                     COMP
 KV7137  NAD 83(2011) Y  - -4,684,801.336 (meters)                     COMP
 KV7137  NAD 83(2011) Z  -  4,109,236.782 (meters)                     COMP
 KV7137  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 KV7137
 KV7137  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7137  Standards:
 KV7137         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7137            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7137  -------------------------------------------------------------------
 KV7137  NETWORK    0.44   0.71           0.19   0.17   0.36     -0.00484356
 KV7137  -------------------------------------------------------------------
 KV7137  Click here for local accuracies and other accuracy information.
 KV7137
 KV7137.The horizontal coordinates were established by GPS observations
 KV7137.and adjusted by the National Geodetic Survey in June 2012.
 KV7137
 KV7137.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7137.been affixed to the stable North American tectonic plate. See 
 KV7137.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7137
 KV7137.The horizontal coordinates are valid at the epoch date displayed above
 KV7137.which is a decimal equivalence of Year/Month/Day.
 KV7137
 KV7137.The orthometric height was determined by GPS observations and a
 KV7137.high-resolution geoid model.
 KV7137
 KV7137.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7137.GEOID18 height accuracy estimate available here.
 KV7137
 KV7137.Click photographs - Photos may exist for this station.
 KV7137
 KV7137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7137
 KV7137.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7137
 KV7137.The ellipsoidal height was determined by GPS observations
 KV7137.and is referenced to NAD 83.
 KV7137
 KV7137. The following values were computed from the NAD 83(2011) position.
 KV7137
 KV7137;                    North         East     Units Scale Factor Converg.
 KV7137;SPC NJ       -   170,444.237   166,780.598   MT  0.99990347   +0 07 40.7
 KV7137;SPC NJ       -   559,199.13    547,179.35   sFT  0.99990347   +0 07 40.7
 KV7137;UTM  18      - 4,468,889.563   559,225.352   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5922568889(NAD 83)
 KV7137
 KV7137                          SUPERSEDED SURVEY CONTROL
 KV7137
 KV7137  NAD 83(2007)-  40 22 06.52296(N)    074 18 08.66197(W) AD(2002.00) 0
 KV7137  ELLIP H (02/10/07)  -10.565  (m)                       GP(2002.00)    
 KV7137  ELLIP H (10/23/02)  -10.558  (m)                       GP(       ) 4 1
 KV7137  NAD 83(1996)-  40 22 06.52303(N)    074 18 08.66222(W) AD(       ) 1
 KV7137  ELLIP H (05/14/99)  -10.561  (m)                       GP(       ) 4 1
 KV7137  NAD 83(1992)-  40 22 06.52228(N)    074 18 08.66233(W) AD(       ) 1
 KV7137  ELLIP H (09/14/94)  -10.624  (m)                       GP(       ) 3 1
 KV7137
 KV7137.Superseded values are not recommended for survey control.
 KV7137
 KV7137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7137.See file dsdata.pdf to determine how the superseded data were derived.
 KV7137
 KV7137_MARKER: DD = SURVEY DISK
 KV7137_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 - May 11, 2021
 KV7137
 KV7137  HISTORY     - Date     Condition        Report By
 KV7137  HISTORY     - 1993     MONUMENTED       NJGS
 KV7137  HISTORY     - 20030110 GOOD             NJGS
 KV7137  HISTORY     - 20210511 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.
 KV7137
 KV7137                          STATION RECOVERY (2021)
 KV7137
 KV7137'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV7137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7399 ***********************************************************************
 DM7399  DESIGNATION -  12 Q 4
 DM7399  PID         -  DM7399
 DM7399  STATE/COUNTY-  NJ/MIDDLESEX
 DM7399  COUNTRY     -  US
 DM7399  USGS QUAD   -  PLAINFIELD (2019)
 DM7399
 DM7399                         *CURRENT SURVEY CONTROL
 DM7399  ______________________________________________________________________
 DM7399* NAD 83(1986) POSITION- 40 30 45.     (N) 074 27 33.     (W)   SCALED
 DM7399* NAVD 88 ORTHO HEIGHT -    12.911 (meters)       42.36  (feet) ADJUSTED
 DM7399  ______________________________________________________________________
 DM7399  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 DM7399  DYNAMIC HEIGHT  -         12.906 (meters)       42.34  (feet) COMP
 DM7399  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 DM7399
 DM7399  VERT ORDER      -  FIRST     CLASS II
 DM7399
 DM7399.The horizontal coordinates were scaled from a map and have
 DM7399.an estimated accuracy of +/- 6 seconds.
 DM7399
 DM7399.The orthometric height was determined by differential leveling and
 DM7399.adjusted by the NATIONAL GEODETIC SURVEY
 DM7399.in April 2013.
 DM7399
 DM7399.No vertical observational check was made to the station.
 DM7399
 DM7399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7399.GEOID18 height accuracy estimate available here.
 DM7399
 DM7399.Click photographs - Photos may exist for this station.
 DM7399
 DM7399.The dynamic height is computed by dividing the NAVD 88
 DM7399.geopotential number by the normal gravity value computed on the
 DM7399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7399.degrees latitude (g = 980.6199 gals.).
 DM7399
 DM7399.The modeled gravity was interpolated from observed gravity values.
 DM7399
 DM7399;                    North         East    Units  Estimated Accuracy
 DM7399;SPC NJ       -   186,420.      153,460.      MT  (+/- 180 meters Scaled)
 DM7399
 DM7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK458847(NAD 83)
 DM7399
 DM7399                          SUPERSEDED SURVEY CONTROL
 DM7399
 DM7399.No superseded survey control is available for this station.
 DM7399
 DM7399_MARKER: DD = SURVEY DISK
 DM7399_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7399_SP_SET: BRIDGE ABUTMENT
 DM7399_STAMPING: 12 Q 4 2004
 DM7399_MARK LOGO: NJGS
 DM7399_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7399+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DM7399
 DM7399  HISTORY     - Date     Condition        Report By
 DM7399  HISTORY     - 2004     MONUMENTED       NJGS
 DM7399  HISTORY     - 20100503 GOOD             NJGS
 DM7399
 DM7399                          STATION DESCRIPTION
 DM7399
 DM7399'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 DM7399'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON THE WEST SIDE OF THE
 DM7399'SOUTHBOUND LANES OF STATE ROUTE 18.
 DM7399'
 DM7399'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 18 AND THE
 DM7399'BRIDGE CARRYING DAVIDSON ROAD OVER STATE ROUTE 18, GO SOUTHWEST THEN
 DM7399'SOUTH ON STATE ROUTE 18 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE
 DM7399'RIGHT, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST ABUTMENT
 DM7399'OF THE BRIDGE CARRYING STATE ROUTE 18 OVER RIVER ROAD.
 DM7399'
 DM7399'THE STATION IS 45.5 FT (13.9 M) SOUTHWEST FROM THE NORTHEAST END OF
 DM7399'THE NORTH PARAPET WALL, 22.3 FT (6.8 M) WEST FROM THE CENTER LINE OF
 DM7399'THE SOUTHBOUND LANES OF STATE ROUTE 18 AND 5.8 FT (1.8 M) NORTHEAST
 DM7399'FROM THE CENTER OF A RECTANGULAR STONE DATE PANEL, NEW JERSEY 2004,
 DM7399'ATTACHED TO THE INSIDE FACE OF THE NORTH PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6243 ***********************************************************************
 DM6243  DESIGNATION -  12 Q 5
 DM6243  PID         -  DM6243
 DM6243  STATE/COUNTY-  NJ/MIDDLESEX
 DM6243  COUNTRY     -  US
 DM6243  USGS QUAD   -  JAMESBURG (2019)
 DM6243
 DM6243                         *CURRENT SURVEY CONTROL
 DM6243  ______________________________________________________________________
 DM6243* NAD 83(1986) POSITION- 40 22 04.     (N) 074 25 58.     (W)   SCALED
 DM6243* NAVD 88 ORTHO HEIGHT -    13.503 (meters)       44.30  (feet) ADJUSTED
 DM6243  ______________________________________________________________________
 DM6243  GEOID HEIGHT    -        -32.701 (meters)                     GEOID18
 DM6243  DYNAMIC HEIGHT  -         13.497 (meters)       44.28  (feet) COMP
 DM6243  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 DM6243
 DM6243  VERT ORDER      -  FIRST     CLASS II
 DM6243
 DM6243.The horizontal coordinates were scaled from a map and have
 DM6243.an estimated accuracy of +/- 6 seconds.
 DM6243
 DM6243.The orthometric height was determined by differential leveling and
 DM6243.adjusted by the NATIONAL GEODETIC SURVEY
 DM6243.in May 2012.
 DM6243
 DM6243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6243.GEOID18 height accuracy estimate available here.
 DM6243
 DM6243.Click photographs - Photos may exist for this station.
 DM6243
 DM6243.The dynamic height is computed by dividing the NAVD 88
 DM6243.geopotential number by the normal gravity value computed on the
 DM6243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6243.degrees latitude (g = 980.6199 gals.).
 DM6243
 DM6243.The modeled gravity was interpolated from observed gravity values.
 DM6243
 DM6243;                    North         East    Units  Estimated Accuracy
 DM6243;SPC NJ       -   170,350.      155,710.      MT  (+/- 180 meters Scaled)
 DM6243
 DM6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK481687(NAD 83)
 DM6243
 DM6243                          SUPERSEDED SURVEY CONTROL
 DM6243
 DM6243.No superseded survey control is available for this station.
 DM6243
 DM6243_MARKER: DD = SURVEY DISK
 DM6243_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6243_SP_SET: SIGN BASE
 DM6243_STAMPING: 12 Q 5 2009
 DM6243_MARK LOGO: NJGS
 DM6243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6243+STABILITY: SURFACE MOTION
 DM6243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6243+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2009
 DM6243
 DM6243  HISTORY     - Date     Condition        Report By
 DM6243  HISTORY     - 20090724 MONUMENTED       NJGS
 DM6243
 DM6243                          STATION DESCRIPTION
 DM6243
 DM6243'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6243'THE STATION IS LOCATED IN THE BOROUGH OF JAMESBURG, SET IN A DRILL
 DM6243'HOLE IN THE SIGN BASE FOR A BUSINESS (TARANTINO AUTO BODY) AT THE
 DM6243'JUNCTION OF BORDENTOWN TURNPIKE AND HELMETTA BOULEVARD.
 DM6243'
 DM6243'TO REACH THE STATION FROM THE JUNCTION OF LINCOLN AVENUE (COUNTY ROUTE
 DM6243'615) AND HELMETTA BOULEVARD, GO 0.85 MI (1.4 KM) NORTH ON HELMETTA
 DM6243'BOULEVARD TO THE STATION ON THE LEFT.
 DM6243'
 DM6243'THE STATION IS 10 M (32.8 FT) SOUTH-SOUTHWEST OF POLE NUMBER JC361MT,
 DM6243'10.4 M (34.1 FT) EAST-SOUTHEAST OF THE CENTERLINE OF BORDENTOWN
 DM6243'TURNPIKE, 12.3 M (40.4 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 DM6243'HELMETTA BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7402 ***********************************************************************
 DM7402  DESIGNATION -  12 Q 5
 DM7402  PID         -  DM7402
 DM7402  STATE/COUNTY-  NJ/MIDDLESEX
 DM7402  COUNTRY     -  US
 DM7402  USGS QUAD   -  PLAINFIELD (2019)
 DM7402
 DM7402                         *CURRENT SURVEY CONTROL
 DM7402  ______________________________________________________________________
 DM7402* NAD 83(1986) POSITION- 40 32 53.     (N) 074 27 46.     (W)   SCALED
 DM7402* NAVD 88 ORTHO HEIGHT -    15.281 (meters)       50.13  (feet) ADJUSTED
 DM7402  ______________________________________________________________________
 DM7402  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 DM7402  DYNAMIC HEIGHT  -         15.274 (meters)       50.11  (feet) COMP
 DM7402  MODELED GRAVITY -    980,191.3   (mgal)                       NAVD 88
 DM7402
 DM7402  VERT ORDER      -  FIRST     CLASS II
 DM7402
 DM7402.The horizontal coordinates were scaled from a map and have
 DM7402.an estimated accuracy of +/- 6 seconds.
 DM7402
 DM7402.The orthometric height was determined by differential leveling and
 DM7402.adjusted by the NATIONAL GEODETIC SURVEY
 DM7402.in April 2013.
 DM7402
 DM7402.No vertical observational check was made to the station.
 DM7402
 DM7402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7402.GEOID18 height accuracy estimate available here.
 DM7402
 DM7402.Click photographs - Photos may exist for this station.
 DM7402
 DM7402.The dynamic height is computed by dividing the NAVD 88
 DM7402.geopotential number by the normal gravity value computed on the
 DM7402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7402.degrees latitude (g = 980.6199 gals.).
 DM7402
 DM7402.The modeled gravity was interpolated from observed gravity values.
 DM7402
 DM7402;                    North         East    Units  Estimated Accuracy
 DM7402;SPC NJ       -   190,370.      153,150.      MT  (+/- 180 meters Scaled)
 DM7402
 DM7402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK454887(NAD 83)
 DM7402
 DM7402                          SUPERSEDED SURVEY CONTROL
 DM7402
 DM7402.No superseded survey control is available for this station.
 DM7402
 DM7402_MARKER: DD = SURVEY DISK
 DM7402_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM7402+WITH SETTING: PAVEMENT
 DM7402_SP_SET: CULVERT BRIDGE SIDEWALK
 DM7402_STAMPING: 12 Q 5 2010
 DM7402_MARK LOGO: NJGS
 DM7402_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7402+STABILITY: SURFACE MOTION
 DM7402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7402+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 DM7402
 DM7402  HISTORY     - Date     Condition        Report By
 DM7402  HISTORY     - 20100429 MONUMENTED       NJGS
 DM7402
 DM7402                          STATION DESCRIPTION
 DM7402
 DM7402'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7402'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7402'THE CONCRETE CULVERT SIDEWALK (NUMBER 2-C-132) SPANNING A CREEK AT THE
 DM7402'SOUTH CORNER OF THE T-JUNCTION OF BEHMER ROAD AND RANDOLPHVILLE ROAD.
 DM7402'
 DM7402'TO REACH THE STATION FROM THE CENTER OF THE SOUTH RANDOLPHVILLE ROAD
 DM7402'BRIDGE SPANNING US INTERSTATE 287, GO ABOUT 0.65 MI (1.0 KM)
 DM7402'SOUTH-SOUTHWEST ON RANDOLPHVILLE ROAD TO THE STATION ON THE LEFT.
 DM7402'
 DM7402'THE STATION IS 26.5 FT (8.1 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DM7402'BEHMER ROAD, 27.0 FT (8.2 M) SOUTHWEST OF THE CENTERLINE OF
 DM7402'RANDOLPHVILLE ROAD, 11.4 FT (3.5 M) NORTH OF THE CULVERT NAMEPLATE,
 DM7402'1.5 FT (0.5 M) EAST OF THE NORTHEAST CORNER OF THE CULVERT STONE
 DM7402'BALUSTRADE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5824 ***********************************************************************
 DP5824  DESIGNATION -  12 Q 6
 DP5824  PID         -  DP5824
 DP5824  STATE/COUNTY-  NJ/MIDDLESEX
 DP5824  COUNTRY     -  US
 DP5824  USGS QUAD   -  JAMESBURG (2019)
 DP5824
 DP5824                         *CURRENT SURVEY CONTROL
 DP5824  ______________________________________________________________________
 DP5824* NAD 83(1986) POSITION- 40 15 54.98   (N) 074 27 15.91   (W)   HD_HELD1
 DP5824* NAVD 88 ORTHO HEIGHT -    31.996 (meters)      104.97  (feet) ADJUSTED
 DP5824  ______________________________________________________________________
 DP5824  GEOID HEIGHT    -        -32.546 (meters)                     GEOID18
 DP5824  DYNAMIC HEIGHT  -         31.983 (meters)      104.93  (feet) COMP
 DP5824  MODELED GRAVITY -    980,206.8   (mgal)                       NAVD 88
 DP5824
 DP5824  VERT ORDER      -  FIRST     CLASS II
 DP5824
 DP5824.The horizontal coordinates were determined by differentially corrected
 DP5824.hand held GPS observations or other comparable positioning techniques
 DP5824.and have an estimated accuracy of +/- 3 meters.
 DP5824
 DP5824.The orthometric height was determined by differential leveling and
 DP5824.adjusted by the NATIONAL GEODETIC SURVEY
 DP5824.in April 2015.
 DP5824
 DP5824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5824.GEOID18 height accuracy estimate available here.
 DP5824
 DP5824.Click photographs - Photos may exist for this station.
 DP5824
 DP5824.The dynamic height is computed by dividing the NAVD 88
 DP5824.geopotential number by the normal gravity value computed on the
 DP5824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5824.degrees latitude (g = 980.6199 gals.).
 DP5824
 DP5824.The modeled gravity was interpolated from observed gravity values.
 DP5824
 DP5824;                    North         East    Units  Estimated Accuracy
 DP5824;SPC NJ       -   158,967.5     153,876.8     MT  (+/- 3 meters HH1 GPS) 
 DP5824
 DP5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4638957343(NAD 83)
 DP5824
 DP5824                          SUPERSEDED SURVEY CONTROL
 DP5824
 DP5824.No superseded survey control is available for this station.
 DP5824
 DP5824_MARKER: DD = SURVEY DISK
 DP5824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5824_SP_SET: CULVERT HEADWALL
 DP5824_STAMPING: 12 Q 6 2014
 DP5824_MARK LOGO: NJGS
 DP5824_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5824+STABILITY: SURFACE MOTION
 DP5824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5824+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5824
 DP5824  HISTORY     - Date     Condition        Report By
 DP5824  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5824
 DP5824                          STATION DESCRIPTION
 DP5824
 DP5824'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5824'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF JAMESBURG, 3.7
 DP5824'MI (6.0 KM) EAST OF HIGHTSTOWN AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF
 DP5824'ROOSEVELT, IN MONROE TOWNSHIP.
 DP5824'
 DP5824'TO REACH FROM THE INTERSECTION OF ROUTE 33 AND PERRINEVILLE ROAD, GO
 DP5824'1.0 MI (1.6 KM) WEST TO THE STATION ON THE RIGHT, THE STATION IS ALSO
 DP5824'ABOUT 0.9 MI (1.4 KM) WEST FROM THE JUNCTION OF ROUTE 33 AND
 DP5824'APPLEGARTH ROAD SET IN A DRILL HOLE IN THE TOP, AT THE EAST ANGLE
 DP5824'POINT OF A U-SHAPED CULVERT HEADWALL ON THE NORTH SIDE OF WESTBOUND
 DP5824'ROUTE 33.
 DP5824'
 DP5824'IT IS 12 FT (3.7 M) NORTHEAST OF THE GUARDRAIL, 41 FT (12.5 M)
 DP5824'NORTHEAST OF THE CENTERLINE OF WESTBOUND ROUTE 33, 270 FT (82.3 M)
 DP5824'NORTHWEST OF MILE POST SIGN 18, 92 FT (28.0 M) SOUTHEAST OF AND IN
 DP5824'LINE WITH THE LEGS FOR A BILLBOARD SIGN FACING WESTERLY, 49 FT (14.9
 DP5824'M) NORTH OF THE NORTH END OF THE GUARDRAIL, 23 FT (7.0 M) NORTHWEST OF
 DP5824'THE CENTER OF AN INLET CURB PIECE, 11 FT (3.4 M) NORTH OF A WITNESS
 DP5824'POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0851 ***********************************************************************
 DQ0851  DESIGNATION -  12 Q 7
 DQ0851  PID         -  DQ0851
 DQ0851  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0851  COUNTRY     -  US
 DQ0851  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0851
 DQ0851                         *CURRENT SURVEY CONTROL
 DQ0851  ______________________________________________________________________
 DQ0851* NAD 83(1986) POSITION- 40 24 43.00   (N) 074 21 51.85   (W)   HD_HELD1
 DQ0851* NAVD 88 ORTHO HEIGHT -     2.464 (meters)        8.08  (feet) ADJUSTED
 DQ0851  ______________________________________________________________________
 DQ0851  GEOID HEIGHT    -        -32.601 (meters)                     GEOID18
 DQ0851  DYNAMIC HEIGHT  -          2.463 (meters)        8.08  (feet) COMP
 DQ0851  MODELED GRAVITY -    980,201.4   (mgal)                       NAVD 88
 DQ0851
 DQ0851  VERT ORDER      -  FIRST     CLASS II
 DQ0851
 DQ0851.The horizontal coordinates were determined by differentially corrected
 DQ0851.hand held GPS observations or other comparable positioning techniques
 DQ0851.and have an estimated accuracy of +/- 3 meters.
 DQ0851
 DQ0851.The orthometric height was determined by differential leveling and
 DQ0851.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0851.in February 2016.
 DQ0851
 DQ0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0851.GEOID18 height accuracy estimate available here.
 DQ0851
 DQ0851.Click photographs - Photos may exist for this station.
 DQ0851
 DQ0851.The dynamic height is computed by dividing the NAVD 88
 DQ0851.geopotential number by the normal gravity value computed on the
 DQ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0851.degrees latitude (g = 980.6199 gals.).
 DQ0851
 DQ0851.The modeled gravity was interpolated from observed gravity values.
 DQ0851
 DQ0851;                    North         East    Units  Estimated Accuracy
 DQ0851;SPC NJ       -   175,260.4     161,508.1     MT  (+/- 3 meters HH1 GPS) 
 DQ0851
 DQ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5392773674(NAD 83)
 DQ0851
 DQ0851                          SUPERSEDED SURVEY CONTROL
 DQ0851
 DQ0851.No superseded survey control is available for this station.
 DQ0851
 DQ0851_MARKER: DD = SURVEY DISK
 DQ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0851_STAMPING: 12 Q 7 2015
 DQ0851_MARK LOGO: NJDT
 DQ0851_PROJECTION: FLUSH
 DQ0851_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0851+STABILITY: SURFACE MOTION
 DQ0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0851+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2015
 DQ0851
 DQ0851  HISTORY     - Date     Condition        Report By
 DQ0851  HISTORY     - 2015     MONUMENTED       NJDT
 DQ0851  HISTORY     - 20150630 GOOD             NJGS
 DQ0851
 DQ0851                          STATION DESCRIPTION
 DQ0851
 DQ0851'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0851'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF NEW
 DQ0851'BRUNSWICK, 6.0 MI (9.7 KM) SOUTHWEST OF SOUTH AMBOY AND 5.7 MI (9.2
 DQ0851'KM) NORTHEAST OF JAMESBURG, IN OLD BRIDGE TOWNSHIP.
 DQ0851'
 DQ0851'TO REACH FROM THE INTERSECTION OF MAIN STREET (COUNTY ROUTE 615) AND
 DQ0851'MATAWAN ROAD (COUNTY ROUTE 527), GO 0.2 MI (0.3 KM) SOUTHEAST ON
 DQ0851'MATAWAN ROAD TO THE STATION ON THE LEFT, SET IN THE NORTHWEST CORNER
 DQ0851'OF THE PARKING LOT FOR A TILE AND STONE RETAIL BUSINESS.
 DQ0851'
 DQ0851'IT IS 104 FT (31.7 M) SOUTHEAST OF THE CENTER OF THE MATAWAN ROAD
 DQ0851'BRIDGE SPANNING SOUTH RIVER, 64 FT (19.5 M) NORTHWEST OF THE NORTHWEST
 DQ0851'CORNER OF THE BUSINESS BUILDING, 58 FT (17.7 M) SOUTHEAST OF BENCH
 DQ0851'MARK 12 F 7 (SET IN THE ABUTMENT AT THE SIDEWALK AREA OF THE BRIDGE),
 DQ0851'31 FT (9.4 M) NORTHEAST OF THE CENTERLINE OF MATAWAN ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6742 ***********************************************************************
 KV6742  DESIGNATION -  12 R 1
 KV6742  PID         -  KV6742
 KV6742  STATE/COUNTY-  NJ/MIDDLESEX
 KV6742  COUNTRY     -  US
 KV6742  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6742
 KV6742                         *CURRENT SURVEY CONTROL
 KV6742  ______________________________________________________________________
 KV6742* NAD 83(2011) POSITION- 40 26 47.56814(N) 074 24 30.40707(W)   ADJUSTED
 KV6742* NAD 83(2011) ELLIP HT-   -14.858 (meters)        (06/27/12)   ADJUSTED
 KV6742* NAD 83(2011) EPOCH   -  2010.00
 KV6742* NAVD 88 ORTHO HEIGHT -    17.896 (meters)       58.71  (feet) ADJUSTED
 KV6742  ______________________________________________________________________
 KV6742  GEOID HEIGHT    -        -32.759 (meters)                     GEOID18
 KV6742  NAD 83(2011) X  -  1,306,442.105 (meters)                     COMP
 KV6742  NAD 83(2011) Y  - -4,681,814.369 (meters)                     COMP
 KV6742  NAD 83(2011) Z  -  4,115,834.946 (meters)                     COMP
 KV6742  LAPLACE CORR    -          5.46  (seconds)                    DEFLEC18
 KV6742  DYNAMIC HEIGHT  -         17.888 (meters)       58.69  (feet) COMP
 KV6742  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 KV6742
 KV6742  VERT ORDER      -  FIRST     CLASS II
 KV6742
 KV6742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6742  Standards:
 KV6742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6742  -------------------------------------------------------------------
 KV6742  NETWORK    0.55   0.61           0.19   0.25   0.31      0.08662500
 KV6742  -------------------------------------------------------------------
 KV6742  Click here for local accuracies and other accuracy information.
 KV6742
 KV6742.The horizontal coordinates were established by GPS observations
 KV6742.and adjusted by the National Geodetic Survey in June 2012.
 KV6742
 KV6742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6742.been affixed to the stable North American tectonic plate. See 
 KV6742.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6742
 KV6742.The horizontal coordinates are valid at the epoch date displayed above
 KV6742.which is a decimal equivalence of Year/Month/Day.
 KV6742
 KV6742.The orthometric height was determined by differential leveling and
 KV6742.adjusted by the NATIONAL GEODETIC SURVEY
 KV6742.in February 2016.
 KV6742
 KV6742.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6742.GEOID18 height accuracy estimate available here.
 KV6742
 KV6742.Click photographs - Photos may exist for this station.
 KV6742
 KV6742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6742
 KV6742.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6742
 KV6742.The ellipsoidal height was determined by GPS observations
 KV6742.and is referenced to NAD 83.
 KV6742
 KV6742.The dynamic height is computed by dividing the NAVD 88
 KV6742.geopotential number by the normal gravity value computed on the
 KV6742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6742.degrees latitude (g = 980.6199 gals.).
 KV6742
 KV6742.The modeled gravity was interpolated from observed gravity values.
 KV6742
 KV6742. The following values were computed from the NAD 83(2011) position.
 KV6742
 KV6742;                    North         East     Units Scale Factor Converg.
 KV6742;SPC NJ       -   179,097.542   157,766.173   MT  0.99990074   +0 03 33.8
 KV6742;SPC NJ       -   587,589.19    517,604.52   sFT  0.99990074   +0 03 33.8
 KV6742;UTM  18      - 4,477,489.455   550,164.523   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 51.4
 KV6742:UTM  18      -  HARTS 1                                  169 15 23.6
 KV6742
 KV6742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5016477489(NAD 83)
 KV6742
 KV6742|---------------------------------------------------------------------|
 KV6742| PID    Reference Object                     Distance      Geod. Az  |
 KV6742|                                                           dddmmss.s |
 KV6742| KV6760 HARTS 1                             424.705 METERS 1693825.2 |
 KV6742|---------------------------------------------------------------------|
 KV6742
 KV6742                          SUPERSEDED SURVEY CONTROL
 KV6742
 KV6742  NAD 83(2007)-  40 26 47.56846(N)    074 24 30.40772(W) AD(2002.00) 0
 KV6742  ELLIP H (02/10/07)  -14.848  (m)                       GP(2002.00)    
 KV6742  ELLIP H (10/23/02)  -14.848  (m)                       GP(       ) 4 1
 KV6742  NAD 83(1996)-  40 26 47.56873(N)    074 24 30.40793(W) AD(       ) 1
 KV6742  ELLIP H (05/14/99)  -14.844  (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  NAVD 88 (03/16/93)   17.9    (m)  GEOID90  model used  GPS OBS        
 KV6742
 KV6742.Superseded values are not recommended for survey control.
 KV6742
 KV6742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6742.See file dsdata.pdf to determine how the superseded data were derived.
 KV6742
 KV6742_MARKER: DD = SURVEY DISK
 KV6742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6742_STAMPING: 12 R 1 1991
 KV6742_MARK LOGO: NJGS
 KV6742_PROJECTION: FLUSH
 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 - April 14, 2020
 KV6742
 KV6742  HISTORY     - Date     Condition        Report By
 KV6742  HISTORY     - 1991     MONUMENTED       NJGS
 KV6742  HISTORY     - 19920203 GOOD
 KV6742  HISTORY     - 20060929 GOOD             INDIV
 KV6742  HISTORY     - 20070426 GOOD             INDIV
 KV6742  HISTORY     - 20150317 GOOD             NJGS
 KV6742  HISTORY     - 20200414 GOOD             NJGS
 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.
 KV6742
 KV6742                          STATION RECOVERY (2006)
 KV6742
 KV6742'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RJM)
 KV6742'RECOVERED IN GOOD CONDITION.
 KV6742
 KV6742                          STATION RECOVERY (2007)
 KV6742
 KV6742'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RJM)
 KV6742'RECOVERED IN GOOD CONDITION.
 KV6742
 KV6742                          STATION RECOVERY (2015)
 KV6742
 KV6742'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6742'RECOVERED IN GOOD CONDITION.
 KV6742'
 KV6742'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST
 KV6742'OF JAMESBURG, 6.5 MI (10.5 KM) WEST-SOUTHWEST OF SOUTH AMBOY AND 3.6
 KV6742'MI (5.8 KM) SOUTHEAST OF NEW BRUNSWICK, IN EAST BRUNSWICK TOWNSHIP, ON
 KV6742'THE SOUTHWEST CORNER OF THE T-JUNCTION OF HARTS LANE AND KIMBERLY
 KV6742'ROAD, AT ABRAHAM SHALIT PARK.
 KV6742
 KV6742                          STATION RECOVERY (2020)
 KV6742
 KV6742'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6743 ***********************************************************************
 KV6743  DESIGNATION -  12 R 2
 KV6743  PID         -  KV6743
 KV6743  STATE/COUNTY-  NJ/MIDDLESEX
 KV6743  COUNTRY     -  US
 KV6743  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6743
 KV6743                         *CURRENT SURVEY CONTROL
 KV6743  ______________________________________________________________________
 KV6743* NAD 83(2011) POSITION- 40 24 03.40345(N) 074 24 33.03214(W)   ADJUSTED
 KV6743* NAD 83(2011) ELLIP HT-   -14.159 (meters)        (06/27/12)   ADJUSTED
 KV6743* NAD 83(2011) EPOCH   -  2010.00
 KV6743* NAVD 88 ORTHO HEIGHT -    18.5   (meters)       61.    (feet) GPS OBS
 KV6743  ______________________________________________________________________
 KV6743  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6743  GEOID HEIGHT    -        -32.820 (meters)                     GEOID90
 KV6743  GEOID HEIGHT    -        -32.697 (meters)                     GEOID18
 KV6743  NAD 83(2011) X  -  1,307,265.148 (meters)                     COMP
 KV6743  NAD 83(2011) Y  - -4,684,994.167 (meters)                     COMP
 KV6743  NAD 83(2011) Z  -  4,111,980.570 (meters)                     COMP
 KV6743  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 KV6743
 KV6743  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6743  Standards:
 KV6743         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6743            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6743  -------------------------------------------------------------------
 KV6743  NETWORK    0.56   0.61           0.18   0.26   0.31      0.19170923
 KV6743  -------------------------------------------------------------------
 KV6743  Click here for local accuracies and other accuracy information.
 KV6743
 KV6743.The horizontal coordinates were established by GPS observations
 KV6743.and adjusted by the National Geodetic Survey in June 2012.
 KV6743
 KV6743.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6743.been affixed to the stable North American tectonic plate. See 
 KV6743.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6743
 KV6743.The horizontal coordinates are valid at the epoch date displayed above
 KV6743.which is a decimal equivalence of Year/Month/Day.
 KV6743
 KV6743.The orthometric height was determined by GPS observations and a
 KV6743.high-resolution geoid model.
 KV6743
 KV6743.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6743.GEOID18 height accuracy estimate available here.
 KV6743
 KV6743.Click photographs - Photos may exist for this station.
 KV6743
 KV6743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6743
 KV6743.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6743
 KV6743.The ellipsoidal height was determined by GPS observations
 KV6743.and is referenced to NAD 83.
 KV6743
 KV6743. The following values were computed from the NAD 83(2011) position.
 KV6743
 KV6743;                    North         East     Units Scale Factor Converg.
 KV6743;SPC NJ       -   174,034.288   157,709.524   MT  0.99990073   +0 03 31.9
 KV6743;SPC NJ       -   570,977.49    517,418.66   sFT  0.99990073   +0 03 31.9
 KV6743;UTM  18      - 4,472,427.327   550,136.533   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5013672427(NAD 83)
 KV6743
 KV6743                          SUPERSEDED SURVEY CONTROL
 KV6743
 KV6743  NAD 83(2007)-  40 24 03.40377(N)    074 24 33.03273(W) AD(2002.00) 0
 KV6743  ELLIP H (02/10/07)  -14.147  (m)                       GP(2002.00)    
 KV6743  ELLIP H (10/23/02)  -14.145  (m)                       GP(       ) 4 1
 KV6743  NAD 83(1996)-  40 24 03.40403(N)    074 24 33.03293(W) AD(       ) 1
 KV6743  ELLIP H (05/14/99)  -14.142  (m)                       GP(       ) 4 1
 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
 KV6743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6743.See file dsdata.pdf to determine how the superseded data were derived.
 KV6743
 KV6743_MARKER: DD = SURVEY DISK
 KV6743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV7138 ***********************************************************************
 KV7138  DESIGNATION -  12 R 3
 KV7138  PID         -  KV7138
 KV7138  STATE/COUNTY-  NJ/MIDDLESEX
 KV7138  COUNTRY     -  US
 KV7138  USGS QUAD   -  SOUTH AMBOY (2019)
 KV7138
 KV7138                         *CURRENT SURVEY CONTROL
 KV7138  ______________________________________________________________________
 KV7138* NAD 83(2011) POSITION- 40 25 27.68056(N) 074 16 15.70594(W)   ADJUSTED
 KV7138* NAD 83(2011) ELLIP HT-     6.736 (meters)        (06/27/12)   ADJUSTED
 KV7138* NAD 83(2011) EPOCH   -  2010.00
 KV7138* NAVD 88 ORTHO HEIGHT -    39.2   (meters)      129.    (feet) GPS OBS
 KV7138  ______________________________________________________________________
 KV7138  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7138  GEOID HEIGHT    -        -32.710 (meters)                     GEOID93
 KV7138  GEOID HEIGHT    -        -32.432 (meters)                     GEOID18
 KV7138  NAD 83(2011) X  -  1,318,104.815 (meters)                     COMP
 KV7138  NAD 83(2011) Y  - -4,680,221.766 (meters)                     COMP
 KV7138  NAD 83(2011) Z  -  4,113,973.393 (meters)                     COMP
 KV7138  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 KV7138
 KV7138  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7138  Standards:
 KV7138         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7138            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7138  -------------------------------------------------------------------
 KV7138  NETWORK    0.40   0.63           0.18   0.14   0.32      0.09427340
 KV7138  -------------------------------------------------------------------
 KV7138  Click here for local accuracies and other accuracy information.
 KV7138
 KV7138.The horizontal coordinates were established by GPS observations
 KV7138.and adjusted by the National Geodetic Survey in June 2012.
 KV7138
 KV7138.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7138.been affixed to the stable North American tectonic plate. See 
 KV7138.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7138
 KV7138.The horizontal coordinates are valid at the epoch date displayed above
 KV7138.which is a decimal equivalence of Year/Month/Day.
 KV7138
 KV7138.The orthometric height was determined by GPS observations and a
 KV7138.high-resolution geoid model.
 KV7138
 KV7138.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7138.GEOID18 height accuracy estimate available here.
 KV7138
 KV7138.Click photographs - Photos may exist for this station.
 KV7138
 KV7138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7138
 KV7138.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7138
 KV7138.The ellipsoidal height was determined by GPS observations
 KV7138.and is referenced to NAD 83.
 KV7138
 KV7138. The following values were computed from the NAD 83(2011) position.
 KV7138
 KV7138;                    North         East     Units Scale Factor Converg.
 KV7138;SPC NJ       -   176,654.783   169,429.172   MT  0.99990465   +0 08 54.5
 KV7138;SPC NJ       -   579,574.90    555,868.88   sFT  0.99990465   +0 08 54.5
 KV7138;SPC NY L     -    28,650.665   276,999.179   MT  1.00002234   -0 10 38.2
 KV7138;SPC NY L     -    93,998.06    908,788.14   sFT  1.00002234   -0 10 38.2
 KV7138;UTM  18      - 4,475,113.376   561,838.082   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6183875113(NAD 83)
 KV7138
 KV7138                          SUPERSEDED SURVEY CONTROL
 KV7138
 KV7138  NAD 83(2007)-  40 25 27.68095(N)    074 16 15.70651(W) AD(2002.00) 0
 KV7138  ELLIP H (02/10/07)    6.748  (m)                       GP(2002.00)    
 KV7138  ELLIP H (10/23/02)    6.751  (m)                       GP(       ) 4 1
 KV7138  NAD 83(1996)-  40 25 27.68112(N)    074 16 15.70675(W) AD(       ) 1
 KV7138  ELLIP H (05/14/99)    6.752  (m)                       GP(       ) 4 1
 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)    6.682  (m)                       GP(       ) 3 1
 KV7138
 KV7138.Superseded values are not recommended for survey control.
 KV7138
 KV7138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7138.See file dsdata.pdf to determine how the superseded data were derived.
 KV7138
 KV7138_MARKER: DD = SURVEY DISK
 KV7138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7138_STAMPING: 12 R 3 1993
 KV7138_MARK LOGO: NJGS
 KV7138_PROJECTION: FLUSH
 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 - March 02, 2020
 KV7138
 KV7138  HISTORY     - Date     Condition        Report By
 KV7138  HISTORY     - 1993     MONUMENTED       NJGS
 KV7138  HISTORY     - 20110520 GOOD             NJGS
 KV7138  HISTORY     - 20200302 GOOD             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.
 KV7138
 KV7138                          STATION RECOVERY (2011)
 KV7138
 KV7138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV7138'THE STATION WAS RECOVERED AT THIS TIME, THE STATION IS 2 FEET
 KV7138'NORTH-NORTHWEST OF A WITNESS SIGN INSTALLED AT THIS TIME.
 KV7138
 KV7138                          STATION RECOVERY (2020)
 KV7138
 KV7138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV7138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7413 ***********************************************************************
 DM7413  DESIGNATION -  12 R 4
 DM7413  PID         -  DM7413
 DM7413  STATE/COUNTY-  NJ/MIDDLESEX
 DM7413  COUNTRY     -  US
 DM7413  USGS QUAD   -  PLAINFIELD (2019)
 DM7413
 DM7413                         *CURRENT SURVEY CONTROL
 DM7413  ______________________________________________________________________
 DM7413* NAD 83(1986) POSITION- 40 30 27.     (N) 074 27 26.     (W)   SCALED
 DM7413* NAVD 88 ORTHO HEIGHT -    13.156 (meters)       43.16  (feet) ADJUSTED
 DM7413  ______________________________________________________________________
 DM7413  GEOID HEIGHT    -        -32.967 (meters)                     GEOID18
 DM7413  DYNAMIC HEIGHT  -         13.150 (meters)       43.14  (feet) COMP
 DM7413  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 DM7413
 DM7413  VERT ORDER      -  FIRST     CLASS II
 DM7413
 DM7413.The horizontal coordinates were scaled from a map and have
 DM7413.an estimated accuracy of +/- 6 seconds.
 DM7413
 DM7413.The orthometric height was determined by differential leveling and
 DM7413.adjusted by the NATIONAL GEODETIC SURVEY
 DM7413.in April 2013.
 DM7413
 DM7413.No vertical observational check was made to the station.
 DM7413
 DM7413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7413.GEOID18 height accuracy estimate available here.
 DM7413
 DM7413.Click photographs - Photos may exist for this station.
 DM7413
 DM7413.The dynamic height is computed by dividing the NAVD 88
 DM7413.geopotential number by the normal gravity value computed on the
 DM7413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7413.degrees latitude (g = 980.6199 gals.).
 DM7413
 DM7413.The modeled gravity was interpolated from observed gravity values.
 DM7413
 DM7413;                    North         East    Units  Estimated Accuracy
 DM7413;SPC NJ       -   185,860.      153,630.      MT  (+/- 180 meters Scaled)
 DM7413
 DM7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK459842(NAD 83)
 DM7413
 DM7413                          SUPERSEDED SURVEY CONTROL
 DM7413
 DM7413.No superseded survey control is available for this station.
 DM7413
 DM7413_MARKER: DD = SURVEY DISK
 DM7413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7413_SP_SET: BRIDGE ABUTMENT
 DM7413_STAMPING: 12 R 4 2004
 DM7413_MARK LOGO: NJGS
 DM7413_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7413+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7413
 DM7413  HISTORY     - Date     Condition        Report By
 DM7413  HISTORY     - 2004     MONUMENTED       NJGS
 DM7413  HISTORY     - 20100713 GOOD             NJGS
 DM7413
 DM7413                          STATION DESCRIPTION
 DM7413
 DM7413'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7413'THE STATION IS LOCATED IN NEW BRUNSWICK, SET IN A DRILL HOLE IN THE
 DM7413'SOUTH END OF THE SOUTHEAST ABUTMENT AT THE SIDEWALK LEVEL OF THE JOHN
 DM7413'A LYNCH SR.  MEMORIAL BRIDGE (STATE ROUTE 18) SPANNING THE RARITAN
 DM7413'RIVER.
 DM7413'
 DM7413'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE AT THE
 DM7413'PEDESTRIAN SIDEWALK ENTRANCE ON GEORGE STREET, NEAR THE JUNCTION WITH
 DM7413'COLLEGE AVENUE, PROCEED ABOUT 300 FT (91.4 M) WEST-NORTHWEST ALONG THE
 DM7413'SIDEWALK TO THE STATION.
 DM7413'
 DM7413'THE STATION IS 14.1 M (46.3 FT) NORTHWEST OF THE NORTHWEST END OF THE
 DM7413'CONCRETE WALL WITH FENCE ALONG THE WALKWAY, ABOUT 89 M (292.0 FT) FROM
 DM7413'THE BOTTOM OF THE RAMP, 1 M (3.3 FT) SOUTHWEST OF THE SOUTHWEST FACE
 DM7413'OF THE BALUSTRADE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7401 ***********************************************************************
 DM7401  DESIGNATION -  12 R 5
 DM7401  PID         -  DM7401
 DM7401  STATE/COUNTY-  NJ/MIDDLESEX
 DM7401  COUNTRY     -  US
 DM7401  USGS QUAD   -  PLAINFIELD (2019)
 DM7401
 DM7401                         *CURRENT SURVEY CONTROL
 DM7401  ______________________________________________________________________
 DM7401* NAD 83(1986) POSITION- 40 33 03.     (N) 074 27 39.     (W)   SCALED
 DM7401* NAVD 88 ORTHO HEIGHT -    17.022 (meters)       55.85  (feet) ADJUSTED
 DM7401  ______________________________________________________________________
 DM7401  GEOID HEIGHT    -        -33.007 (meters)                     GEOID18
 DM7401  DYNAMIC HEIGHT  -         17.014 (meters)       55.82  (feet) COMP
 DM7401  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 DM7401
 DM7401  VERT ORDER      -  FIRST     CLASS II
 DM7401
 DM7401.The horizontal coordinates were scaled from a map and have
 DM7401.an estimated accuracy of +/- 6 seconds.
 DM7401
 DM7401.The orthometric height was determined by differential leveling and
 DM7401.adjusted by the NATIONAL GEODETIC SURVEY
 DM7401.in April 2013.
 DM7401
 DM7401.No vertical observational check was made to the station.
 DM7401
 DM7401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7401.GEOID18 height accuracy estimate available here.
 DM7401
 DM7401.Click photographs - Photos may exist for this station.
 DM7401
 DM7401.The dynamic height is computed by dividing the NAVD 88
 DM7401.geopotential number by the normal gravity value computed on the
 DM7401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7401.degrees latitude (g = 980.6199 gals.).
 DM7401
 DM7401.The modeled gravity was interpolated from observed gravity values.
 DM7401
 DM7401;                    North         East    Units  Estimated Accuracy
 DM7401;SPC NJ       -   190,670.      153,320.      MT  (+/- 180 meters Scaled)
 DM7401
 DM7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK456890(NAD 83)
 DM7401
 DM7401                          SUPERSEDED SURVEY CONTROL
 DM7401
 DM7401.No superseded survey control is available for this station.
 DM7401
 DM7401_MARKER: DD = SURVEY DISK
 DM7401_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7401_SP_SET: JUNCTION BOX
 DM7401_STAMPING: 12 R 5 2010
 DM7401_MARK LOGO: NJGS
 DM7401_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7401+STABILITY: SURFACE MOTION
 DM7401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7401+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 DM7401
 DM7401  HISTORY     - Date     Condition        Report By
 DM7401  HISTORY     - 20100429 MONUMENTED       NJGS
 DM7401
 DM7401                          STATION DESCRIPTION
 DM7401
 DM7401'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7401'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7401'THE NORTHEAST CORNER OF AN ELECTRICAL JUNCTION BOX MANHOLE ON THE
 DM7401'SOUTHEAST CORNER OF THE JUNCTION OF CENTENNIAL AVENUE AND SOUTH
 DM7401'RANDOLPHVILLE ROAD.
 DM7401'
 DM7401'TO REACH THE STATION FROM THE CENTER OF THE WASHINGTON AVENUE BRIDGE
 DM7401'SPANNING US INTERSTATE 287, GO 0.2 MI (0.3 KM) SOUTH-SOUTHEAST ON
 DM7401'WASHINGTON AVENUE TO THE JUNCTION WITH CENTENNIAL AVENUE.  TURN RIGHT
 DM7401'AND GO 0.9 MI (1.4 KM) WEST TO THE STATION ACROSS CENTENNIAL AVENUE ON
 DM7401'THE LEFT.  THE STATION IS ALSO ABOUT 0.4 MI (0.6 KM) SOUTH ON
 DM7401'RANDOLPHVILLE ROAD FROM THE RANDOLPHVILLE ROAD BRIDGE SPANNING US
 DM7401'INTERSTATE 287.
 DM7401'
 DM7401'THE STATION IS 3.7 FT (1.1 M) SOUTH AND RADIAL TO THE SOUTH CURBLINE
 DM7401'OF CENTENNIAL AVENUE, 28.5 FT (8.7 M) SOUTH OF THE CENTERLINE OF THE
 DM7401'EASTBOUND LANES OF CENTENNIAL AVENUE, 36.0 FT (11.0 M) NORTHEAST OF
 DM7401'POLE NUMBER 60468PC, 7.5 FT (2.3 M) WEST OF A TRAFFIC SIGNAL, 95.5 FT
 DM7401'(29.1 M) WEST OF POLE NUMBER 66440.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5825 ***********************************************************************
 DP5825  DESIGNATION -  12 R 6
 DP5825  PID         -  DP5825
 DP5825  STATE/COUNTY-  NJ/MIDDLESEX
 DP5825  COUNTRY     -  US
 DP5825  USGS QUAD   -  JAMESBURG (2019)
 DP5825
 DP5825                         *CURRENT SURVEY CONTROL
 DP5825  ______________________________________________________________________
 DP5825* NAD 83(1986) POSITION- 40 16 01.95   (N) 074 27 59.12   (W)   HD_HELD1
 DP5825* NAVD 88 ORTHO HEIGHT -    30.606 (meters)      100.41  (feet) ADJUSTED
 DP5825  ______________________________________________________________________
 DP5825  GEOID HEIGHT    -        -32.577 (meters)                     GEOID18
 DP5825  DYNAMIC HEIGHT  -         30.593 (meters)      100.37  (feet) COMP
 DP5825  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 DP5825
 DP5825  VERT ORDER      -  FIRST     CLASS II
 DP5825
 DP5825.The horizontal coordinates were determined by differentially corrected
 DP5825.hand held GPS observations or other comparable positioning techniques
 DP5825.and have an estimated accuracy of +/- 3 meters.
 DP5825
 DP5825.The orthometric height was determined by differential leveling and
 DP5825.adjusted by the NATIONAL GEODETIC SURVEY
 DP5825.in April 2015.
 DP5825
 DP5825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5825.GEOID18 height accuracy estimate available here.
 DP5825
 DP5825.Click photographs - Photos may exist for this station.
 DP5825
 DP5825.The dynamic height is computed by dividing the NAVD 88
 DP5825.geopotential number by the normal gravity value computed on the
 DP5825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5825.degrees latitude (g = 980.6199 gals.).
 DP5825
 DP5825.The modeled gravity was interpolated from observed gravity values.
 DP5825
 DP5825;                    North         East    Units  Estimated Accuracy
 DP5825;SPC NJ       -   159,182.0     152,855.8     MT  (+/- 3 meters HH1 GPS) 
 DP5825
 DP5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4536857551(NAD 83)
 DP5825
 DP5825                          SUPERSEDED SURVEY CONTROL
 DP5825
 DP5825.No superseded survey control is available for this station.
 DP5825
 DP5825_MARKER: DD = SURVEY DISK
 DP5825_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5825_SP_SET: CULVERT WING WALL
 DP5825_STAMPING: 12 R 6 2014
 DP5825_MARK LOGO: NJGS
 DP5825_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5825+STABILITY: SURFACE MOTION
 DP5825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5825+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5825
 DP5825  HISTORY     - Date     Condition        Report By
 DP5825  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5825
 DP5825                          STATION DESCRIPTION
 DP5825
 DP5825'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5825'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF
 DP5825'JAMESBURG, 3.3 MI (5.3 KM) NORTH OF ROOSEVELT AND 3.0 MI (4.8 KM) EAST
 DP5825'OF HIGHTSTOWN, IN MONROE TOWNSHIP.
 DP5825'
 DP5825'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE
 DP5825'WING WALL AT THE NORTH END OF THE WEST ABUTMENT (STRUCTURE NUMBER 1220
 DP5825'150, MI (241.4 KM) POST 17.31) FOR A BRIDGE CARRYING ROUTE 33 OVER A
 DP5825'SOUTHERLY TRIBUTARY TO THE MILLSTONE RIVER.  THE STATION IS 0.25 MI
 DP5825'(0.4 KM) EAST OF THE JUNCTION OF APPLEGARTH ROAD (COUNTY ROUTE 619)
 DP5825'AND ROUTE 33.
 DP5825'
 DP5825'THE STATION IS 2.5 FT (0.8 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER
 DP5825'OF THE BRIDGE BALUSTRADE, 9 FT (2.7 M) NORTH OF THE NORTH CURB OF
 DP5825'WESTBOUND ROUTE 33, 14 FT (4.3 M) WEST OF THE CENTER OF THE BRIDGE, 40
 DP5825'FT (12.2 M) EAST OF THE WEST END OF THE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0852 ***********************************************************************
 DQ0852  DESIGNATION -  12 R 7
 DQ0852  PID         -  DQ0852
 DQ0852  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0852  COUNTRY     -  US
 DQ0852  USGS QUAD   -  NEW BRUNSWICK (2019)
 DQ0852
 DQ0852                         *CURRENT SURVEY CONTROL
 DQ0852  ______________________________________________________________________
 DQ0852* NAD 83(1986) POSITION- 40 24 42.08   (N) 074 23 16.16   (W)   HD_HELD1
 DQ0852* NAVD 88 ORTHO HEIGHT -    22.348 (meters)       73.32  (feet) ADJUSTED
 DQ0852  ______________________________________________________________________
 DQ0852  GEOID HEIGHT    -        -32.657 (meters)                     GEOID18
 DQ0852  DYNAMIC HEIGHT  -         22.339 (meters)       73.29  (feet) COMP
 DQ0852  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 DQ0852
 DQ0852  VERT ORDER      -  FIRST     CLASS II
 DQ0852
 DQ0852.The horizontal coordinates were determined by differentially corrected
 DQ0852.hand held GPS observations or other comparable positioning techniques
 DQ0852.and have an estimated accuracy of +/- 3 meters.
 DQ0852
 DQ0852.The orthometric height was determined by differential leveling and
 DQ0852.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0852.in February 2016.
 DQ0852
 DQ0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0852.GEOID18 height accuracy estimate available here.
 DQ0852
 DQ0852.Click photographs - Photos may exist for this station.
 DQ0852
 DQ0852.The dynamic height is computed by dividing the NAVD 88
 DQ0852.geopotential number by the normal gravity value computed on the
 DQ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0852.degrees latitude (g = 980.6199 gals.).
 DQ0852
 DQ0852.The modeled gravity was interpolated from observed gravity values.
 DQ0852
 DQ0852;                    North         East    Units  Estimated Accuracy
 DQ0852;SPC NJ       -   175,229.2     159,520.6     MT  (+/- 3 meters HH1 GPS) 
 DQ0852
 DQ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5194073632(NAD 83)
 DQ0852
 DQ0852                          SUPERSEDED SURVEY CONTROL
 DQ0852
 DQ0852.No superseded survey control is available for this station.
 DQ0852
 DQ0852_MARKER: DD = SURVEY DISK
 DQ0852_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ0852_SP_SET: CULVERT HEADWALL
 DQ0852_STAMPING: 12 R 7 2015
 DQ0852_MARK LOGO: NJGS
 DQ0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0852+STABILITY: SURFACE MOTION
 DQ0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0852+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2015
 DQ0852
 DQ0852  HISTORY     - Date     Condition        Report By
 DQ0852  HISTORY     - 20150702 MONUMENTED       NJGS
 DQ0852
 DQ0852                          STATION DESCRIPTION
 DQ0852
 DQ0852'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0852'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF SOUTH
 DQ0852'AMBOY, 6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF NEW BRUNSWICK AND 4.9 MI
 DQ0852'(7.9 KM) NORTHEAST OF JAMESBURG, IN EAST BRUNSWICK TOWNSHIP.
 DQ0852'
 DQ0852'TO REACH FROM THE INTERSECTION OF OLD STAGE ROAD AND SUMMERHILL ROAD
 DQ0852'(COUNTY ROUTE 613), GO 0.3 MI (0.5 KM) NORTH ON SUMMERHILL ROAD TO THE
 DQ0852'STATION ON THE LEFT, SET IN A DRILL HOLE IN THE NORTH END OF A
 DQ0852'CONCRETE CULVERT HEADWALL ON THE WEST SIDE OF SUMMERHILL ROAD, ON THE
 DQ0852'GROUNDS OF THE EAST BRUNSWICK TOWNSHIP FROST WOODS PARK.
 DQ0852'
 DQ0852'THE STATION IS 20 FT (6.1 M) WEST OF THE CENTERLINE OF SUMMERHILL
 DQ0852'ROAD, 1 FT (0.3 M) SOUTH OF THE NORTH END OF THE HEADWALL, 39
 DQ0852'NORTHWEST OF A SIGN 30.8 FT (9.4 M) NORTHWEST OF THE CENTER OF THE
 DQ0852'CENTER OF AN INLET CURB PIECE, 2 FT (0.6 M) WEST OF A POST RAIL WOODEN
 DQ0852'FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6744 ***********************************************************************
 KV6744  DESIGNATION -  12 S 1
 KV6744  PID         -  KV6744
 KV6744  STATE/COUNTY-  NJ/MIDDLESEX
 KV6744  COUNTRY     -  US
 KV6744  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6744
 KV6744                         *CURRENT SURVEY CONTROL
 KV6744  ______________________________________________________________________
 KV6744* NAD 83(2011) POSITION- 40 27 11.45865(N) 074 26 41.20443(W)   ADJUSTED
 KV6744* NAD 83(2011) ELLIP HT-   -11.401 (meters)        (06/27/12)   ADJUSTED
 KV6744* NAD 83(2011) EPOCH   -  2010.00
 KV6744* NAVD 88 ORTHO HEIGHT -    21.5   (meters)       71.    (feet) GPS OBS
 KV6744  ______________________________________________________________________
 KV6744  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6744  GEOID HEIGHT    -        -32.990 (meters)                     GEOID90
 KV6744  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 KV6744  NAD 83(2011) X  -  1,303,345.490 (meters)                     COMP
 KV6744  NAD 83(2011) Y  - -4,682,183.825 (meters)                     COMP
 KV6744  NAD 83(2011) Z  -  4,116,397.958 (meters)                     COMP
 KV6744  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 KV6744
 KV6744  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6744  Standards:
 KV6744         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6744            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6744  -------------------------------------------------------------------
 KV6744  NETWORK    0.59   0.61           0.17   0.28   0.31      0.05938942
 KV6744  -------------------------------------------------------------------
 KV6744  Click here for local accuracies and other accuracy information.
 KV6744
 KV6744.The horizontal coordinates were established by GPS observations
 KV6744.and adjusted by the National Geodetic Survey in June 2012.
 KV6744
 KV6744.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6744.been affixed to the stable North American tectonic plate. See 
 KV6744.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6744
 KV6744.The horizontal coordinates are valid at the epoch date displayed above
 KV6744.which is a decimal equivalence of Year/Month/Day.
 KV6744
 KV6744.The orthometric height was determined by GPS observations and a
 KV6744.high-resolution geoid model.
 KV6744
 KV6744.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6744.GEOID18 height accuracy estimate available here.
 KV6744
 KV6744.Click photographs - Photos may exist for this station.
 KV6744
 KV6744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6744
 KV6744.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6744
 KV6744.The ellipsoidal height was determined by GPS observations
 KV6744.and is referenced to NAD 83.
 KV6744
 KV6744. The following values were computed from the NAD 83(2011) position.
 KV6744
 KV6744;                    North         East     Units Scale Factor Converg.
 KV6744;SPC NJ       -   179,831.819   154,683.744   MT  0.99990027   +0 02 09.0
 KV6744;SPC NJ       -   589,998.23    507,491.58   sFT  0.99990027   +0 02 09.0
 KV6744;UTM  18      - 4,478,206.073   547,078.823   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4707878206(NAD 83)
 KV6744
 KV6744                          SUPERSEDED SURVEY CONTROL
 KV6744
 KV6744  NAD 83(2007)-  40 27 11.45897(N)    074 26 41.20511(W) AD(2002.00) 0
 KV6744  ELLIP H (02/10/07)  -11.391  (m)                       GP(2002.00)    
 KV6744  ELLIP H (10/23/02)  -11.391  (m)                       GP(       ) 4 1
 KV6744  NAD 83(1996)-  40 27 11.45925(N)    074 26 41.20533(W) AD(       ) 1
 KV6744  ELLIP H (05/14/99)  -11.387  (m)                       GP(       ) 4 1
 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
 KV6744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6744.See file dsdata.pdf to determine how the superseded data were derived.
 KV6744
 KV6744_MARKER: DD = SURVEY DISK
 KV6744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6744_STAMPING: 12 S 1 1991
 KV6744_MARK LOGO: NJGS
 KV6744_PROJECTION: RECESSED 9 CENTIMETERS
 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 - March 21, 2022
 KV6744
 KV6744  HISTORY     - Date     Condition        Report By
 KV6744  HISTORY     - 1991     MONUMENTED       NJGS
 KV6744  HISTORY     - 19920205 GOOD
 KV6744  HISTORY     - 20091103 GOOD             BANC
 KV6744  HISTORY     - 20220321 GOOD             BASE9
 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.
 KV6744
 KV6744                          STATION RECOVERY (2009)
 KV6744
 KV6744'RECOVERY NOTE BY BANC 3 2009 (AP)
 KV6744'RECOVERED IN GOOD CONDITION.
 KV6744
 KV6744                          STATION RECOVERY (2022)
 KV6744
 KV6744'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2022 (RSD)
 KV6744'REFERENCE DISTANCES TO UTILITY POLE BT614 AND MANHOLE COVER CHECKED.
 KV6744'THE NO PARKING SIGN HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6745 ***********************************************************************
 KV6745  DESIGNATION -  12 S 2
 KV6745  PID         -  KV6745
 KV6745  STATE/COUNTY-  NJ/MIDDLESEX
 KV6745  COUNTRY     -  US
 KV6745  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6745
 KV6745                         *CURRENT SURVEY CONTROL
 KV6745  ______________________________________________________________________
 KV6745* NAD 83(2011) POSITION- 40 24 07.55925(N) 074 25 38.98907(W)   ADJUSTED
 KV6745* NAD 83(2011) ELLIP HT-     9.787 (meters)        (06/27/12)   ADJUSTED
 KV6745* NAD 83(2011) EPOCH   -  2010.00
 KV6745* NAVD 88 ORTHO HEIGHT -    42.5   (meters)      139.    (feet) GPS OBS
 KV6745  ______________________________________________________________________
 KV6745  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6745  GEOID HEIGHT    -        -32.870 (meters)                     GEOID90
 KV6745  GEOID HEIGHT    -        -32.747 (meters)                     GEOID18
 KV6745  NAD 83(2011) X  -  1,305,749.560 (meters)                     COMP
 KV6745  NAD 83(2011) Y  - -4,685,349.482 (meters)                     COMP
 KV6745  NAD 83(2011) Z  -  4,112,093.707 (meters)                     COMP
 KV6745  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC18
 KV6745
 KV6745  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6745  Standards:
 KV6745         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6745            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6745  -------------------------------------------------------------------
 KV6745  NETWORK    0.49   0.61           0.18   0.22   0.31      0.03033792
 KV6745  -------------------------------------------------------------------
 KV6745  Click here for local accuracies and other accuracy information.
 KV6745
 KV6745.The horizontal coordinates were established by GPS observations
 KV6745.and adjusted by the National Geodetic Survey in June 2012.
 KV6745
 KV6745.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6745.been affixed to the stable North American tectonic plate. See 
 KV6745.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6745
 KV6745.The horizontal coordinates are valid at the epoch date displayed above
 KV6745.which is a decimal equivalence of Year/Month/Day.
 KV6745
 KV6745.The orthometric height was determined by GPS observations and a
 KV6745.high-resolution geoid model.
 KV6745
 KV6745.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6745.GEOID18 height accuracy estimate available here.
 KV6745
 KV6745.Click photographs - Photos may exist for this station.
 KV6745
 KV6745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6745
 KV6745.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6745
 KV6745.The ellipsoidal height was determined by GPS observations
 KV6745.and is referenced to NAD 83.
 KV6745
 KV6745. The following values were computed from the NAD 83(2011) position.
 KV6745
 KV6745;                    North         East     Units Scale Factor Converg.
 KV6745;SPC NJ       -   174,161.025   156,154.230   MT  0.99990047   +0 02 49.2
 KV6745;SPC NJ       -   571,393.30    512,316.00   sFT  0.99990047   +0 02 49.2
 KV6745;UTM  18      - 4,472,545.233   548,580.969   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  =   0.99962752
 KV6745
 KV6745:                Primary Azimuth Mark                     Grid Az
 KV6745:SPC NJ       -  12 T 2                                   212 57 05.9
 KV6745:UTM  18      -  12 T 2                                   212 37 39.2
 KV6745
 KV6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4858072545(NAD 83)
 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(2007)-  40 24 07.55957(N)    074 25 38.98967(W) AD(2002.00) 0
 KV6745  ELLIP H (02/10/07)    9.799  (m)                       GP(2002.00)    
 KV6745  ELLIP H (10/23/02)    9.802  (m)                       GP(       ) 4 1
 KV6745  NAD 83(1996)-  40 24 07.55983(N)    074 25 38.98988(W) AD(       ) 1
 KV6745  ELLIP H (05/14/99)    9.805  (m)                       GP(       ) 4 1
 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
 KV6745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6745.See file dsdata.pdf to determine how the superseded data were derived.
 KV6745
 KV6745_MARKER: DD = SURVEY DISK
 KV6745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 AA5228 ***********************************************************************
 AA5228  DESIGNATION -  12 S 3
 AA5228  PID         -  AA5228
 AA5228  STATE/COUNTY-  NJ/MIDDLESEX
 AA5228  COUNTRY     -  US
 AA5228  USGS QUAD   -  ARTHUR KILL (2019)
 AA5228
 AA5228                         *CURRENT SURVEY CONTROL
 AA5228  ______________________________________________________________________
 AA5228* NAD 83(2011) POSITION- 40 34 30.69714(N) 074 13 01.04174(W)   ADJUSTED
 AA5228* NAD 83(2011) ELLIP HT-   -27.654 (meters)        (06/27/12)   ADJUSTED
 AA5228* NAD 83(2011) EPOCH   -  2010.00
 AA5228* NAVD 88 ORTHO HEIGHT -     4.8   (meters)       16.    (feet) GPS OBS
 AA5228  ______________________________________________________________________
 AA5228  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5228  GEOID HEIGHT    -         -32.67 (meters)                     GEOID93
 AA5228  GEOID HEIGHT    -        -32.415 (meters)                     GEOID18
 AA5228  NAD 83(2011) X  -  1,319,555.353 (meters)                     COMP
 AA5228  NAD 83(2011) Y  - -4,668,482.680 (meters)                     COMP
 AA5228  NAD 83(2011) Z  -  4,126,687.638 (meters)                     COMP
 AA5228  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 AA5228
 AA5228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5228  Standards:
 AA5228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5228  -------------------------------------------------------------------
 AA5228  NETWORK    0.75   1.41           0.34   0.26   0.72      0.01239192
 AA5228  -------------------------------------------------------------------
 AA5228  Click here for local accuracies and other accuracy information.
 AA5228
 AA5228.The horizontal coordinates were established by GPS observations
 AA5228.and adjusted by the National Geodetic Survey in June 2012.
 AA5228
 AA5228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5228.been affixed to the stable North American tectonic plate. See 
 AA5228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5228
 AA5228.The horizontal coordinates are valid at the epoch date displayed above
 AA5228.which is a decimal equivalence of Year/Month/Day.
 AA5228
 AA5228.The orthometric height was determined by GPS observations and a
 AA5228.high-resolution geoid model.
 AA5228
 AA5228.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5228.GEOID18 height accuracy estimate available here.
 AA5228
 AA5228.Click photographs - Photos may exist for this station.
 AA5228
 AA5228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5228
 AA5228.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5228
 AA5228.The ellipsoidal height was determined by GPS observations
 AA5228.and is referenced to NAD 83.
 AA5228
 AA5228. The following values were computed from the NAD 83(2011) position.
 AA5228
 AA5228;                    North         East     Units Scale Factor Converg.
 AA5228;SPC NJ       -   193,416.120   173,963.813   MT  0.99990707   +0 11 02.8
 AA5228;SPC NJ       -   634,566.05    570,746.28   sFT  0.99990707   +0 11 02.8
 AA5228;UTM  18      - 4,491,895.860   566,276.517   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6627691895(NAD 83)
 AA5228
 AA5228                          SUPERSEDED SURVEY CONTROL
 AA5228
 AA5228  NAD 83(2007)-  40 34 30.69732(N)    074 13 01.04259(W) AD(2002.00) 0
 AA5228  ELLIP H (02/10/07)  -27.651  (m)                       GP(2002.00)    
 AA5228  ELLIP H (10/23/02)  -27.652  (m)                       GP(       ) 4 1
 AA5228  NAD 83(1996)-  40 34 30.69751(N)    074 13 01.04280(W) AD(       ) 1
 AA5228  ELLIP H (05/14/99)  -27.646  (m)                       GP(       ) 4 1
 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)  -27.714  (m)                       GP(       ) 3 2
 AA5228
 AA5228.Superseded values are not recommended for survey control.
 AA5228
 AA5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5228.See file dsdata.pdf to determine how the superseded data were derived.
 AA5228
 AA5228_STAMPING: 12 S 3 1993
 AA5228_MARK LOGO: NJGS
 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  HISTORY     - 20200807 MARK NOT FOUND   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.
 AA5228
 AA5228                          STATION RECOVERY (2020)
 AA5228
 AA5228'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 AA5228'SURVEY DISK HAS BEEN REMOVED FROM MARKER.  CONCRETE POST REMAINS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7424 ***********************************************************************
 DM7424  DESIGNATION -  12 S 4
 DM7424  PID         -  DM7424
 DM7424  STATE/COUNTY-  NJ/MIDDLESEX
 DM7424  COUNTRY     -  US
 DM7424  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7424
 DM7424                         *CURRENT SURVEY CONTROL
 DM7424  ______________________________________________________________________
 DM7424* NAD 83(1986) POSITION- 40 29 55.23   (N) 074 27 27.53   (W)   HD_HELD1
 DM7424* NAVD 88 ORTHO HEIGHT -    17.898 (meters)       58.72  (feet) ADJUSTED
 DM7424  ______________________________________________________________________
 DM7424  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 DM7424  DYNAMIC HEIGHT  -         17.890 (meters)       58.69  (feet) COMP
 DM7424  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 DM7424
 DM7424  VERT ORDER      -  FIRST     CLASS II
 DM7424
 DM7424.The horizontal coordinates were determined by differentially corrected
 DM7424.hand held GPS observations or other comparable positioning techniques
 DM7424.and have an estimated accuracy of +/- 3 meters.
 DM7424
 DM7424.The orthometric height was determined by differential leveling and
 DM7424.adjusted by the NATIONAL GEODETIC SURVEY
 DM7424.in April 2013.
 DM7424
 DM7424.No vertical observational check was made to the station.
 DM7424
 DM7424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7424.GEOID18 height accuracy estimate available here.
 DM7424
 DM7424.Click photographs - Photos may exist for this station.
 DM7424
 DM7424.The dynamic height is computed by dividing the NAVD 88
 DM7424.geopotential number by the normal gravity value computed on the
 DM7424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7424.degrees latitude (g = 980.6199 gals.).
 DM7424
 DM7424.The modeled gravity was interpolated from observed gravity values.
 DM7424
 DM7424;                    North         East    Units  Estimated Accuracy
 DM7424;SPC NJ       -   184,882.3     153,589.9     MT  (+/- 3 meters HH1 GPS) 
 DM7424
 DM7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4595683248(NAD 83)
 DM7424
 DM7424                          SUPERSEDED SURVEY CONTROL
 DM7424
 DM7424.No superseded survey control is available for this station.
 DM7424
 DM7424_MARKER: DD = SURVEY DISK
 DM7424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7424_SP_SET: CURB
 DM7424_STAMPING: 12 S 4 2004
 DM7424_MARK LOGO: NJGS
 DM7424_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7424+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7424
 DM7424  HISTORY     - Date     Condition        Report By
 DM7424  HISTORY     - 2004     MONUMENTED       NJGS
 DM7424  HISTORY     - 20100713 GOOD             NJGS
 DM7424
 DM7424                          STATION DESCRIPTION
 DM7424
 DM7424'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7424'THE STATION IS LOCATED IN NEW BRUNSWICK, SET IN A DRILL HOLE IN THE
 DM7424'SOUTHERLY CURB OF CENTRAL AVENUE OF A TRIANGULAR SHAPED TRAFFIC ISLAND
 DM7424'AT THE JUNCTION OF CENTRAL AVENUE, COURTLAND STREET AND LOUIS STREET.
 DM7424'
 DM7424'THE STATION IS 2.9 M (9.5 FT) SOUTHEAST OF POLE NUMBER 1446 NBK, 22.5
 DM7424'M (73.8 FT) NORTH OF POLE NUMBER 62136, 34.9 M (114.5 FT)
 DM7424'WEST-NORTHWEST OF A FIRE HYDRANT, 6.2 M (20.3 FT) WEST OF THE
 DM7424'CENTERLINE OF LOUIS STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7400 ***********************************************************************
 DM7400  DESIGNATION -  12 S 5
 DM7400  PID         -  DM7400
 DM7400  STATE/COUNTY-  NJ/MIDDLESEX
 DM7400  COUNTRY     -  US
 DM7400  USGS QUAD   -  PLAINFIELD (2019)
 DM7400
 DM7400                         *CURRENT SURVEY CONTROL
 DM7400  ______________________________________________________________________
 DM7400* NAD 83(1986) POSITION- 40 33 07.     (N) 074 27 09.     (W)   SCALED
 DM7400* NAVD 88 ORTHO HEIGHT -    20.830 (meters)       68.34  (feet) ADJUSTED
 DM7400  ______________________________________________________________________
 DM7400  GEOID HEIGHT    -        -32.987 (meters)                     GEOID18
 DM7400  DYNAMIC HEIGHT  -         20.821 (meters)       68.31  (feet) COMP
 DM7400  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 DM7400
 DM7400  VERT ORDER      -  FIRST     CLASS II
 DM7400
 DM7400.The horizontal coordinates were scaled from a map and have
 DM7400.an estimated accuracy of +/- 6 seconds.
 DM7400
 DM7400.The orthometric height was determined by differential leveling and
 DM7400.adjusted by the NATIONAL GEODETIC SURVEY
 DM7400.in April 2013.
 DM7400
 DM7400.No vertical observational check was made to the station.
 DM7400
 DM7400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7400.GEOID18 height accuracy estimate available here.
 DM7400
 DM7400.Click photographs - Photos may exist for this station.
 DM7400
 DM7400.The dynamic height is computed by dividing the NAVD 88
 DM7400.geopotential number by the normal gravity value computed on the
 DM7400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7400.degrees latitude (g = 980.6199 gals.).
 DM7400
 DM7400.The modeled gravity was interpolated from observed gravity values.
 DM7400
 DM7400;                    North         East    Units  Estimated Accuracy
 DM7400;SPC NJ       -   190,800.      154,020.      MT  (+/- 180 meters Scaled)
 DM7400
 DM7400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK463891(NAD 83)
 DM7400
 DM7400                          SUPERSEDED SURVEY CONTROL
 DM7400
 DM7400.No superseded survey control is available for this station.
 DM7400
 DM7400_MARKER: DD = SURVEY DISK
 DM7400_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7400_SP_SET: RETAINING WALL
 DM7400_STAMPING: 12 S 5 2010
 DM7400_MARK LOGO: NJGS
 DM7400_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7400+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 DM7400
 DM7400  HISTORY     - Date     Condition        Report By
 DM7400  HISTORY     - 20100429 MONUMENTED       NJGS
 DM7400
 DM7400                          STATION DESCRIPTION
 DM7400
 DM7400'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7400'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7400'THE EAST END OF A CONCRETE RETAINING WALL ON THE SOUTH SIDE OF
 DM7400'CENTENNIAL AVENUE.
 DM7400'
 DM7400'TO REACH THE STATION FROM THE CENTER OF THE WASHINGTON AVENUE BRIDGE
 DM7400'SPANNING US INTERSTATE 287, GO 0.2 MI (0.3 KM) SOUTH-SOUTHEAST ON
 DM7400'WASHINGTON AVENUE TO THE JUNCTION WITH CENTENNIAL AVENUE, TURN RIGHT
 DM7400'AND GO 0.4 MI (0.6 KM) WEST TO THE STATION ACROSS CENTENNIAL AVENUE ON
 DM7400'THE LEFT.
 DM7400'
 DM7400'THE STATION IS 6 FT (1.8 M) SOUTH OF THE SOUTH CURB OF THE EAST BOUND
 DM7400'LANES OF CENTENNIAL AVENUE, 23.5 FT (7.2 M) WEST OF POLE NUMBER 11459,
 DM7400'2.6 FT (0.8 M) WEST OF THE EAST END OF THE WALL, 131.5 FT (40.1 M)
 DM7400'EAST OF POLE NUMBER 11458, 114.3 FT (34.8 M) EAST OF THE WEST END OF
 DM7400'THE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5860 ***********************************************************************
 DP5860  DESIGNATION -  12 S 6
 DP5860  PID         -  DP5860
 DP5860  STATE/COUNTY-  NJ/MIDDLESEX
 DP5860  COUNTRY     -  US
 DP5860  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5860
 DP5860                         *CURRENT SURVEY CONTROL
 DP5860  ______________________________________________________________________
 DP5860* NAD 83(1986) POSITION- 40 18 49.36   (N) 074 30 57.05   (W)   HD_HELD1
 DP5860* NAVD 88 ORTHO HEIGHT -    29.056 (meters)       95.33  (feet) ADJUSTED
 DP5860  ______________________________________________________________________
 DP5860  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 DP5860  DYNAMIC HEIGHT  -         29.043 (meters)       95.29  (feet) COMP
 DP5860  MODELED GRAVITY -    980,193.2   (mgal)                       NAVD 88
 DP5860
 DP5860  VERT ORDER      -  FIRST     CLASS II
 DP5860
 DP5860.The horizontal coordinates were determined by differentially corrected
 DP5860.hand held GPS observations or other comparable positioning techniques
 DP5860.and have an estimated accuracy of +/- 3 meters.
 DP5860
 DP5860.The orthometric height was determined by differential leveling and
 DP5860.adjusted by the NATIONAL GEODETIC SURVEY
 DP5860.in April 2015.
 DP5860
 DP5860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5860.GEOID18 height accuracy estimate available here.
 DP5860
 DP5860.Click photographs - Photos may exist for this station.
 DP5860
 DP5860.The dynamic height is computed by dividing the NAVD 88
 DP5860.geopotential number by the normal gravity value computed on the
 DP5860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5860.degrees latitude (g = 980.6199 gals.).
 DP5860
 DP5860.The modeled gravity was interpolated from observed gravity values.
 DP5860
 DP5860;                    North         East    Units  Estimated Accuracy
 DP5860;SPC NJ       -   164,344.8     148,653.1     MT  (+/- 3 meters HH1 GPS) 
 DP5860
 DP5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4113762689(NAD 83)
 DP5860
 DP5860                          SUPERSEDED SURVEY CONTROL
 DP5860
 DP5860.No superseded survey control is available for this station.
 DP5860
 DP5860_MARKER: DD = SURVEY DISK
 DP5860_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5860_SP_SET: LOADING PLATFORM
 DP5860_STAMPING: 12 S 6 2014
 DP5860_MARK LOGO: NJGS
 DP5860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5860+STABILITY: SURFACE MOTION
 DP5860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5860+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2014
 DP5860
 DP5860  HISTORY     - Date     Condition        Report By
 DP5860  HISTORY     - 20140429 MONUMENTED       NJGS
 DP5860
 DP5860                          STATION DESCRIPTION
 DP5860
 DP5860'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5860'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTHWEST OF JAMESBURG,
 DP5860'4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF MONMOUTH JUNCTION AND 3.1 MI (5.0
 DP5860'KM) NORTH OF HIGHTSTOWN, IN CRANBURY.
 DP5860'
 DP5860'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 DP5860'LOADING PLATFORM IN THE REAR OF THE U.S. POST OFFICE AT THE JUNCTION
 DP5860'OF NORTH MAIN STREET AND PARK PLACE WEST IN CRANBURY.
 DP5860'
 DP5860'THE STATION IS 180 FT (54.9 M) WEST-NORTHWEST OF THE WEST CURB OF
 DP5860'NORTH MAIN STREET, 14.8 FT (4.5 M) WEST OF THE NORTHWEST CORNER OF THE
 DP5860'BUILDING, 33.3 FT (10.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 DP5860'STAIRS LEADING TO THE LOADING PLATFORM, 3.6 FT (1.1 M) SOUTH-SOUTHWEST
 DP5860'OF THE CENTERLINE OF THE RAMP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0853 ***********************************************************************
 DQ0853  DESIGNATION -  12 S 7
 DQ0853  PID         -  DQ0853
 DQ0853  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0853  COUNTRY     -  US
 DQ0853  USGS QUAD   -  NEW BRUNSWICK (2019)
 DQ0853
 DQ0853                         *CURRENT SURVEY CONTROL
 DQ0853  ______________________________________________________________________
 DQ0853* NAD 83(1986) POSITION- 40 25 08.64   (N) 074 23 20.37   (W)   HD_HELD1
 DQ0853* NAVD 88 ORTHO HEIGHT -    44.334 (meters)      145.45  (feet) ADJUSTED
 DQ0853  ______________________________________________________________________
 DQ0853  GEOID HEIGHT    -        -32.669 (meters)                     GEOID18
 DQ0853  DYNAMIC HEIGHT  -         44.315 (meters)      145.39  (feet) COMP
 DQ0853  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 DQ0853
 DQ0853  VERT ORDER      -  FIRST     CLASS II
 DQ0853
 DQ0853.The horizontal coordinates were determined by differentially corrected
 DQ0853.hand held GPS observations or other comparable positioning techniques
 DQ0853.and have an estimated accuracy of +/- 3 meters.
 DQ0853
 DQ0853.The orthometric height was determined by differential leveling and
 DQ0853.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0853.in February 2016.
 DQ0853
 DQ0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0853.GEOID18 height accuracy estimate available here.
 DQ0853
 DQ0853.Click photographs - Photos may exist for this station.
 DQ0853
 DQ0853.The dynamic height is computed by dividing the NAVD 88
 DQ0853.geopotential number by the normal gravity value computed on the
 DQ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0853.degrees latitude (g = 980.6199 gals.).
 DQ0853
 DQ0853.The modeled gravity was interpolated from observed gravity values.
 DQ0853
 DQ0853;                    North         East    Units  Estimated Accuracy
 DQ0853;SPC NJ       -   176,048.3     159,420.3     MT  (+/- 3 meters HH1 GPS) 
 DQ0853
 DQ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5183574450(NAD 83)
 DQ0853
 DQ0853                          SUPERSEDED SURVEY CONTROL
 DQ0853
 DQ0853.No superseded survey control is available for this station.
 DQ0853
 DQ0853_MARKER: DD = SURVEY DISK
 DQ0853_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ0853_STAMPING: 12 S 7 2015
 DQ0853_MARK LOGO: INDIV
 DQ0853_PROJECTION: FLUSH
 DQ0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0853+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2023
 DQ0853
 DQ0853  HISTORY     - Date     Condition        Report By
 DQ0853  HISTORY     - 2015     MONUMENTED       INDIV
 DQ0853  HISTORY     - 20150602 GOOD             NJGS
 DQ0853  HISTORY     - 20230518 GOOD             NJGS
 DQ0853
 DQ0853                          STATION DESCRIPTION
 DQ0853
 DQ0853'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0853'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF SOUTH
 DQ0853'AMBOY, 5.7 MI (9.2 KM) SOUTHEAST OF NEW BRUNSWICK AND 5.3 MI (8.5 KM)
 DQ0853'NORTH-NORTHEAST OF JAMESBURG, IN EAST BRUNSWICK TOWNSHIP.
 DQ0853'
 DQ0853'THE STATION IS A MIDDLESEX COUNTY ENGINEERS DISK LOCATED NEAR THE
 DQ0853'SOUTHWEST CORNER OF THE JUNCTION OF SUMMERHILL ROAD (COUNTY ROUTE 613)
 DQ0853'AND RYDERS LANE (COUNTY ROUTE 617), IN FRONT OF A PROFESSIONAL OFFICE
 DQ0853'COMPLEX (AARON CENTER, 281 SUMMERHILL ROAD).
 DQ0853'
 DQ0853'IT IS 7.2 FT (2.2 M) WEST OF THE WEST CURB OF SUMMERHILL ROAD, 1.9 FT
 DQ0853'(0.6 M) WEST OF THE WEST EDGE OF THE SIDEWALK, 36 FT (11.0 M) NORTH OF
 DQ0853'POLE NUMBER 61959EBW, 79 FT (24.1 M) NORTH OF THE CENTERLINE OF THE
 DQ0853'DRIVEWAY TO THE COMPLEX.
 DQ0853
 DQ0853                          STATION RECOVERY (2023)
 DQ0853
 DQ0853'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DQ0853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6746 ***********************************************************************
 KV6746  DESIGNATION -  12 T 1
 KV6746  PID         -  KV6746
 KV6746  STATE/COUNTY-  NJ/MIDDLESEX
 KV6746  COUNTRY     -  US
 KV6746  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6746
 KV6746                         *CURRENT SURVEY CONTROL
 KV6746  ______________________________________________________________________
 KV6746* NAD 83(2011) POSITION- 40 26 51.44791(N) 074 26 47.34676(W)   ADJUSTED
 KV6746* NAD 83(2011) ELLIP HT-   -15.803 (meters)        (06/27/12)   ADJUSTED
 KV6746* NAD 83(2011) EPOCH   -  2010.00
 KV6746* NAVD 88 ORTHO HEIGHT -    17.1   (meters)       56.    (feet) GPS OBS
 KV6746  ______________________________________________________________________
 KV6746  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6746  GEOID HEIGHT    -        -32.990 (meters)                     GEOID90
 KV6746  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 KV6746  NAD 83(2011) X  -  1,303,312.539 (meters)                     COMP
 KV6746  NAD 83(2011) Y  - -4,682,605.200 (meters)                     COMP
 KV6746  NAD 83(2011) Z  -  4,115,925.404 (meters)                     COMP
 KV6746  LAPLACE CORR    -          5.67  (seconds)                    DEFLEC18
 KV6746
 KV6746  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6746  Standards:
 KV6746         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6746            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6746  -------------------------------------------------------------------
 KV6746  NETWORK    0.45   0.55           0.16   0.20   0.28     -0.02048745
 KV6746  -------------------------------------------------------------------
 KV6746  Click here for local accuracies and other accuracy information.
 KV6746
 KV6746.The horizontal coordinates were established by GPS observations
 KV6746.and adjusted by the National Geodetic Survey in June 2012.
 KV6746
 KV6746.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6746.been affixed to the stable North American tectonic plate. See 
 KV6746.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6746
 KV6746.The horizontal coordinates are valid at the epoch date displayed above
 KV6746.which is a decimal equivalence of Year/Month/Day.
 KV6746
 KV6746.The orthometric height was determined by GPS observations and a
 KV6746.high-resolution geoid model.
 KV6746
 KV6746.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6746.GEOID18 height accuracy estimate available here.
 KV6746
 KV6746.Click photographs - Photos may exist for this station.
 KV6746
 KV6746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6746
 KV6746.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6746
 KV6746.The ellipsoidal height was determined by GPS observations
 KV6746.and is referenced to NAD 83.
 KV6746
 KV6746. The following values were computed from the NAD 83(2011) position.
 KV6746
 KV6746;                    North         East     Units Scale Factor Converg.
 KV6746;SPC NJ       -   179,214.553   154,539.401   MT  0.99990025   +0 02 05.0
 KV6746;SPC NJ       -   587,973.08    507,018.02   sFT  0.99990025   +0 02 05.0
 KV6746;UTM  18      - 4,477,588.169   546,938.016   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4693877588(NAD 83)
 KV6746
 KV6746                          SUPERSEDED SURVEY CONTROL
 KV6746
 KV6746  NAD 83(2007)-  40 26 51.44823(N)    074 26 47.34742(W) AD(2002.00) 0
 KV6746  ELLIP H (02/10/07)  -15.793  (m)                       GP(2002.00)    
 KV6746  ELLIP H (10/23/02)  -15.793  (m)                       GP(       ) 4 1
 KV6746  NAD 83(1996)-  40 26 51.44851(N)    074 26 47.34766(W) AD(       ) 1
 KV6746  ELLIP H (05/14/99)  -15.789  (m)                       GP(       ) 4 1
 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
 KV6746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6746.See file dsdata.pdf to determine how the superseded data were derived.
 KV6746
 KV6746_MARKER: DD = SURVEY DISK
 KV6746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - November 03, 2009
 KV6746
 KV6746  HISTORY     - Date     Condition        Report By
 KV6746  HISTORY     - 1991     MONUMENTED       NJGS
 KV6746  HISTORY     - 19920205 GOOD
 KV6746  HISTORY     - 20091103 GOOD             BANC
 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.
 KV6746
 KV6746                          STATION RECOVERY (2009)
 KV6746
 KV6746'RECOVERY NOTE BY BANC 3 2009 (AP)
 KV6746'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6747 ***********************************************************************
 KV6747  DESIGNATION -  12 T 2
 KV6747  PID         -  KV6747
 KV6747  STATE/COUNTY-  NJ/MIDDLESEX
 KV6747  COUNTRY     -  US
 KV6747  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6747
 KV6747                         *CURRENT SURVEY CONTROL
 KV6747  ______________________________________________________________________
 KV6747* NAD 83(2011) POSITION- 40 23 54.94686(N) 074 25 49.70161(W)   ADJUSTED
 KV6747* NAD 83(2011) ELLIP HT-     6.094 (meters)        (06/27/12)   ADJUSTED
 KV6747* NAD 83(2011) EPOCH   -  2010.00
 KV6747* NAVD 88 ORTHO HEIGHT -    38.9   (meters)      128.    (feet) GPS OBS
 KV6747  ______________________________________________________________________
 KV6747  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6747  GEOID HEIGHT    -        -32.870 (meters)                     GEOID90
 KV6747  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 KV6747  NAD 83(2011) X  -  1,305,573.142 (meters)                     COMP
 KV6747  NAD 83(2011) Y  - -4,685,657.470 (meters)                     COMP
 KV6747  NAD 83(2011) Z  -  4,111,795.053 (meters)                     COMP
 KV6747  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 KV6747
 KV6747  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6747  Standards:
 KV6747         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6747            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6747  -------------------------------------------------------------------
 KV6747  NETWORK    0.49   0.61           0.18   0.22   0.31      0.01635239
 KV6747  -------------------------------------------------------------------
 KV6747  Click here for local accuracies and other accuracy information.
 KV6747
 KV6747.The horizontal coordinates were established by GPS observations
 KV6747.and adjusted by the National Geodetic Survey in June 2012.
 KV6747
 KV6747.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6747.been affixed to the stable North American tectonic plate. See 
 KV6747.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6747
 KV6747.The horizontal coordinates are valid at the epoch date displayed above
 KV6747.which is a decimal equivalence of Year/Month/Day.
 KV6747
 KV6747.The orthometric height was determined by GPS observations and a
 KV6747.high-resolution geoid model.
 KV6747
 KV6747.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6747.GEOID18 height accuracy estimate available here.
 KV6747
 KV6747.Click photographs - Photos may exist for this station.
 KV6747
 KV6747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6747
 KV6747.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6747
 KV6747.The ellipsoidal height was determined by GPS observations
 KV6747.and is referenced to NAD 83.
 KV6747
 KV6747. The following values were computed from the NAD 83(2011) position.
 KV6747
 KV6747;                    North         East     Units Scale Factor Converg.
 KV6747;SPC NJ       -   173,771.830   155,901.951   MT  0.99990043   +0 02 42.2
 KV6747;SPC NJ       -   570,116.41    511,488.32   sFT  0.99990043   +0 02 42.2
 KV6747;UTM  18      - 4,472,154.724   548,330.963   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4833072154(NAD 83)
 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(2007)-  40 23 54.94719(N)    074 25 49.70221(W) AD(2002.00) 0
 KV6747  ELLIP H (02/10/07)    6.106  (m)                       GP(2002.00)    
 KV6747  ELLIP H (10/23/02)    6.109  (m)                       GP(       ) 4 1
 KV6747  NAD 83(1996)-  40 23 54.94744(N)    074 25 49.70242(W) AD(       ) 1
 KV6747  ELLIP H (05/14/99)    6.112  (m)                       GP(       ) 4 1
 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
 KV6747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6747.See file dsdata.pdf to determine how the superseded data were derived.
 KV6747
 KV6747_MARKER: DD = SURVEY DISK
 KV6747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 AA5245 ***********************************************************************
 AA5245  DESIGNATION -  12 T 3
 AA5245  PID         -  AA5245
 AA5245  STATE/COUNTY-  NJ/MIDDLESEX
 AA5245  COUNTRY     -  US
 AA5245  USGS QUAD   -  NEW BRUNSWICK (2019)
 AA5245
 AA5245                         *CURRENT SURVEY CONTROL
 AA5245  ______________________________________________________________________
 AA5245* NAD 83(2007) POSITION- 40 28 52.21824(N) 074 26 15.30803(W)   ADJUSTED
 AA5245* NAD 83(2007) ELLIP HT-    -1.423 (meters)        (02/10/07)   ADJUSTED
 AA5245* NAD 83(2007) EPOCH   -  2002.00
 AA5245* NAVD 88 ORTHO HEIGHT -    31.424 (meters)      103.10  (feet) ADJUSTED
 AA5245  ______________________________________________________________________
 AA5245  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 AA5245  NAD 83(2007) X  -  1,303,394.194 (meters)                     COMP
 AA5245  NAD 83(2007) Y  - -4,680,084.304 (meters)                     COMP
 AA5245  NAD 83(2007) Z  -  4,118,768.910 (meters)                     COMP
 AA5245  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 AA5245  DYNAMIC HEIGHT  -         31.410 (meters)      103.05  (feet) COMP
 AA5245  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 AA5245
 AA5245  VERT ORDER      -  FIRST     CLASS II
 AA5245
 AA5245  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5245  Standards:
 AA5245         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5245            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5245  -------------------------------------------------------------------
 AA5245  NETWORK    0.38   0.59           0.15   0.16   0.30      0.05047882
 AA5245  -------------------------------------------------------------------
 AA5245  Click here for local accuracies and other accuracy information.
 AA5245
 AA5245.The horizontal coordinates were established by GPS observations
 AA5245.and adjusted by the National Geodetic Survey in February 2007.
 AA5245
 AA5245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 AA5245.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AA5245
 AA5245.The horizontal coordinates are valid at the epoch date displayed above
 AA5245.which is a decimal equivalence of Year/Month/Day.
 AA5245
 AA5245.The orthometric height was determined by differential leveling and
 AA5245.adjusted by the NATIONAL GEODETIC SURVEY
 AA5245.in April 2013.
 AA5245
 AA5245.No vertical observational check was made to the station.
 AA5245
 AA5245.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5245.GEOID18 height accuracy estimate available here.
 AA5245
 AA5245.Click photographs - Photos may exist for this station.
 AA5245
 AA5245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5245
 AA5245.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5245
 AA5245.The ellipsoidal height was determined by GPS observations
 AA5245.and is referenced to NAD 83.
 AA5245
 AA5245.The dynamic height is computed by dividing the NAVD 88
 AA5245.geopotential number by the normal gravity value computed on the
 AA5245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5245.degrees latitude (g = 980.6199 gals.).
 AA5245
 AA5245.The modeled gravity was interpolated from observed gravity values.
 AA5245
 AA5245. The following values were computed from the NAD 83(2007) position.
 AA5245
 AA5245;                    North         East     Units Scale Factor Converg.
 AA5245;SPC NJ       -   182,939.890   155,291.682   MT  0.99990034   +0 02 25.9
 AA5245;SPC NJ       -   600,195.29    509,486.13   sFT  0.99990034   +0 02 25.9
 AA5245;UTM  18      - 4,481,316.689   547,668.987   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 34.5
 AA5245:UTM  18      -  REMOTE                                   186 47 05.9
 AA5245
 AA5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4766881316(NAD 83)
 AA5245
 AA5245|---------------------------------------------------------------------|
 AA5245| PID    Reference Object                     Distance      Geod. Az  |
 AA5245|                                                           dddmmss.s |
 AA5245| AA5246 REMOTE                              APPROX. 0.5 KM 1870900.4 |
 AA5245|---------------------------------------------------------------------|
 AA5245
 AA5245                          SUPERSEDED SURVEY CONTROL
 AA5245
 AA5245  ELLIP H (10/23/02)   -1.422  (m)                       GP(       ) 4 1
 AA5245  NAD 83(1996)-  40 28 52.21853(N)    074 26 15.30826(W) AD(       ) 1
 AA5245  ELLIP H (05/14/99)   -1.418  (m)                       GP(       ) 4 1
 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  NAVD 88 (05/22/95)   31.4    (m)  GEOID93  model used  GPS OBS        
 AA5245
 AA5245.Superseded values are not recommended for survey control.
 AA5245
 AA5245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5245.See file dsdata.pdf to determine how the superseded data were derived.
 AA5245
 AA5245_MARKER: DD = SURVEY DISK
 AA5245_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5245_SP_SET: SLAB
 AA5245_STAMPING: 12 T 3 1994
 AA5245_MARK LOGO: NJGS
 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 - September 22, 2020
 AA5245
 AA5245  HISTORY     - Date     Condition        Report By
 AA5245  HISTORY     - 1994     MONUMENTED       NJGS
 AA5245  HISTORY     - 20020729 GOOD             INDIV
 AA5245  HISTORY     - 20031111 GOOD             INDIV
 AA5245  HISTORY     - 20100713 GOOD             NJGS
 AA5245  HISTORY     - 20150317 GOOD             NJGS
 AA5245  HISTORY     - 20200922 GOOD             NJGS
 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.
 AA5245
 AA5245                          STATION RECOVERY (2010)
 AA5245
 AA5245'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 AA5245'RECOVERED AS DESCRIBED.
 AA5245
 AA5245                          STATION RECOVERY (2015)
 AA5245
 AA5245'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 AA5245'RECOVERED IN GOOD CONDITION.
 AA5245'
 AA5245'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF
 AA5245'BOUND BROOK, 7.7 MI (12.4 KM) WEST OF SOUTH AMBOY AND 0.8 MI (1.3 KM)
 AA5245'EAST-SOUTHEAST OF NEW BRUNSWICK.
 AA5245
 AA5245                          STATION RECOVERY (2020)
 AA5245
 AA5245'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 AA5245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7425 ***********************************************************************
 DM7425  DESIGNATION -  12 T 4
 DM7425  PID         -  DM7425
 DM7425  STATE/COUNTY-  NJ/MIDDLESEX
 DM7425  COUNTRY     -  US
 DM7425  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7425
 DM7425                         *CURRENT SURVEY CONTROL
 DM7425  ______________________________________________________________________
 DM7425* NAD 83(1986) POSITION- 40 29 32.47   (N) 074 27 12.25   (W)   HD_HELD1
 DM7425* NAVD 88 ORTHO HEIGHT -    23.390 (meters)       76.74  (feet) ADJUSTED
 DM7425  ______________________________________________________________________
 DM7425  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 DM7425  DYNAMIC HEIGHT  -         23.380 (meters)       76.71  (feet) COMP
 DM7425  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 DM7425
 DM7425  VERT ORDER      -  FIRST     CLASS II
 DM7425
 DM7425.The horizontal coordinates were determined by differentially corrected
 DM7425.hand held GPS observations or other comparable positioning techniques
 DM7425.and have an estimated accuracy of +/- 3 meters.
 DM7425
 DM7425.The orthometric height was determined by differential leveling and
 DM7425.adjusted by the NATIONAL GEODETIC SURVEY
 DM7425.in April 2013.
 DM7425
 DM7425.No vertical observational check was made to the station.
 DM7425
 DM7425.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7425.GEOID18 height accuracy estimate available here.
 DM7425
 DM7425.Click photographs - Photos may exist for this station.
 DM7425
 DM7425.The dynamic height is computed by dividing the NAVD 88
 DM7425.geopotential number by the normal gravity value computed on the
 DM7425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7425.degrees latitude (g = 980.6199 gals.).
 DM7425
 DM7425.The modeled gravity was interpolated from observed gravity values.
 DM7425
 DM7425;                    North         East    Units  Estimated Accuracy
 DM7425;SPC NJ       -   184,180.5     153,950.0     MT  (+/- 3 meters HH1 GPS) 
 DM7425
 DM7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4632082549(NAD 83)
 DM7425
 DM7425                          SUPERSEDED SURVEY CONTROL
 DM7425
 DM7425.No superseded survey control is available for this station.
 DM7425
 DM7425_MARKER: DD = SURVEY DISK
 DM7425_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7425_SP_SET: RECTANGULAR JUNCTION BOX
 DM7425_STAMPING: 12 T 4 2004
 DM7425_MARK LOGO: NJGS
 DM7425_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7425+STABILITY: SURFACE MOTION
 DM7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7425+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2022
 DM7425
 DM7425  HISTORY     - Date     Condition        Report By
 DM7425  HISTORY     - 2004     MONUMENTED       NJGS
 DM7425  HISTORY     - 20100713 GOOD             NJGS
 DM7425  HISTORY     - 20220106 GOOD             NJGS
 DM7425
 DM7425                          STATION DESCRIPTION
 DM7425
 DM7425'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7425'THE STATION IS LOCATED IN NEW BRUNSWICK, SET IN A DRILL HOLE IN A
 DM7425'RECTANGULAR ELECTRICAL JUNCTION BOX ON THE NORTHWEST CORNER OF LOUIS
 DM7425'STREET AND FRENCH STREET (NEW JERSEY ROUTE 27).
 DM7425'
 DM7425'THE STATION IS 9.4 M (30.8 FT) NORTHWEST OF THE CENTERLINE OF FRENCH
 DM7425'STREET, 15.8 M (51.8 FT) SOUTHWEST OF THE CENTERLINE OF LOUIS STREET,
 DM7425'11.3 M (37.1 FT) SOUTH-SOUTHWEST OF A POLE WITH NO NUMBER, 6.6 FT (2.0
 DM7425'M) NORTHWEST OF A TRAFFIC SIGNAL, 5 FT (1.5 M) SOUTHEAST OF A BRICK
 DM7425'WALL FOR THE ROBERT WOOD JOHNSON HOSPITAL PROTON THERAPY CENTER.
 DM7425
 DM7425                          STATION RECOVERY (2022)
 DM7425
 DM7425'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7405 ***********************************************************************
 DM7405  DESIGNATION -  12 T 5
 DM7405  PID         -  DM7405
 DM7405  STATE/COUNTY-  NJ/MIDDLESEX
 DM7405  COUNTRY     -  US
 DM7405  USGS QUAD   -  PLAINFIELD (2019)
 DM7405
 DM7405                         *CURRENT SURVEY CONTROL
 DM7405  ______________________________________________________________________
 DM7405* NAD 83(1986) POSITION- 40 31 55.     (N) 074 28 08.     (W)   SCALED
 DM7405* NAVD 88 ORTHO HEIGHT -    27.543 (meters)       90.36  (feet) ADJUSTED
 DM7405  ______________________________________________________________________
 DM7405  GEOID HEIGHT    -        -33.015 (meters)                     GEOID18
 DM7405  DYNAMIC HEIGHT  -         27.530 (meters)       90.32  (feet) COMP
 DM7405  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 DM7405
 DM7405  VERT ORDER      -  FIRST     CLASS II
 DM7405
 DM7405.The horizontal coordinates were scaled from a map and have
 DM7405.an estimated accuracy of +/- 6 seconds.
 DM7405
 DM7405.The orthometric height was determined by differential leveling and
 DM7405.adjusted by the NATIONAL GEODETIC SURVEY
 DM7405.in April 2013.
 DM7405
 DM7405.No vertical observational check was made to the station.
 DM7405
 DM7405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7405.GEOID18 height accuracy estimate available here.
 DM7405
 DM7405.Click photographs - Photos may exist for this station.
 DM7405
 DM7405.The dynamic height is computed by dividing the NAVD 88
 DM7405.geopotential number by the normal gravity value computed on the
 DM7405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7405.degrees latitude (g = 980.6199 gals.).
 DM7405
 DM7405.The modeled gravity was interpolated from observed gravity values.
 DM7405
 DM7405;                    North         East    Units  Estimated Accuracy
 DM7405;SPC NJ       -   188,580.      152,640.      MT  (+/- 180 meters Scaled)
 DM7405
 DM7405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK449869(NAD 83)
 DM7405
 DM7405                          SUPERSEDED SURVEY CONTROL
 DM7405
 DM7405.No superseded survey control is available for this station.
 DM7405
 DM7405_MARKER: DD = SURVEY DISK
 DM7405_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7405_SP_SET: JUNCTION BOX
 DM7405_STAMPING: 12 T 5 2010
 DM7405_MARK LOGO: NJGS
 DM7405_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7405+STABILITY: SURFACE MOTION
 DM7405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7405+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 DM7405
 DM7405  HISTORY     - Date     Condition        Report By
 DM7405  HISTORY     - 20100429 MONUMENTED       NJGS
 DM7405
 DM7405                          STATION DESCRIPTION
 DM7405
 DM7405'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7405'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7405'THE SOUTHEAST CORNER OF AN ELECTRICAL JUNCTION BOX MANHOLE ON THE
 DM7405'SOUTHWEST CORNER OF HOES LANE (NJ ROUTE 18)AND MORRIS AVENUE.
 DM7405'
 DM7405'TO REACH THE STATION FROM THE JUNCTION OF METLERS LANE AND HOES LANE
 DM7405'EAST (NJ ROUTE 18), GO 1.25 MI (2.0 KM) NORTHWEST ON HOES LANE EAST TO
 DM7405'THE INTERSECTION AND THE STATION ON THE LEFT.
 DM7405'
 DM7405'THE STATION IS 27.0 FT (8.2 M) WEST OF THE CENTERLINE OF SOUTH BOUND
 DM7405'LANES OF HOES LANE EAST, 45.0 FT (13.7 M) SOUTH OF THE EXTENDED
 DM7405'CENTERLINE OF MORRIS AVENUE, 30.8 FT (9.4 M) SOUTH OF POLE NUMBER
 DM7405'PS6089PC, 54.0 FT (16.5 M) NORTH OF POLE NUMBER PS7814PC, 1.5 FT (0.5
 DM7405'M) EAST OF THE SOUTHEAST CORNER OF A 5 FT (1.5 M) HIGH ALUMINUM
 DM7405'TRAFFIC SIGNAL BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5863 ***********************************************************************
 DP5863  DESIGNATION -  12 T 6
 DP5863  PID         -  DP5863
 DP5863  STATE/COUNTY-  NJ/MIDDLESEX
 DP5863  COUNTRY     -  US
 DP5863  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5863
 DP5863                         *CURRENT SURVEY CONTROL
 DP5863  ______________________________________________________________________
 DP5863* NAD 83(1986) POSITION- 40 19 35.77   (N) 074 30 23.64   (W)   HD_HELD1
 DP5863* NAVD 88 ORTHO HEIGHT -    29.704 (meters)       97.45  (feet) ADJUSTED
 DP5863  ______________________________________________________________________
 DP5863  GEOID HEIGHT    -        -32.813 (meters)                     GEOID18
 DP5863  DYNAMIC HEIGHT  -         29.692 (meters)       97.41  (feet) COMP
 DP5863  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 DP5863
 DP5863  VERT ORDER      -  FIRST     CLASS II
 DP5863
 DP5863.The horizontal coordinates were determined by differentially corrected
 DP5863.hand held GPS observations or other comparable positioning techniques
 DP5863.and have an estimated accuracy of +/- 3 meters.
 DP5863
 DP5863.The orthometric height was determined by differential leveling and
 DP5863.adjusted by the NATIONAL GEODETIC SURVEY
 DP5863.in April 2015.
 DP5863
 DP5863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5863.GEOID18 height accuracy estimate available here.
 DP5863
 DP5863.Click photographs - Photos may exist for this station.
 DP5863
 DP5863.The dynamic height is computed by dividing the NAVD 88
 DP5863.geopotential number by the normal gravity value computed on the
 DP5863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5863.degrees latitude (g = 980.6199 gals.).
 DP5863
 DP5863.The modeled gravity was interpolated from observed gravity values.
 DP5863
 DP5863;                    North         East    Units  Estimated Accuracy
 DP5863;SPC NJ       -   165,776.0     149,442.0     MT  (+/- 3 meters HH1 GPS) 
 DP5863
 DP5863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4191864124(NAD 83)
 DP5863
 DP5863                          SUPERSEDED SURVEY CONTROL
 DP5863
 DP5863.No superseded survey control is available for this station.
 DP5863
 DP5863_MARKER: DD = SURVEY DISK
 DP5863_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5863_SP_SET: CULVERT
 DP5863_STAMPING: 12 T 6 2014
 DP5863_MARK LOGO: NJGS
 DP5863_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5863+STABILITY: SURFACE MOTION
 DP5863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5863+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 DP5863
 DP5863  HISTORY     - Date     Condition        Report By
 DP5863  HISTORY     - 20140506 MONUMENTED       NJGS
 DP5863
 DP5863                          STATION DESCRIPTION
 DP5863
 DP5863'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5863'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH-SOUTHEAST OF
 DP5863'MONMOUTH JUNCTION, 4.0 MI (6.4 KM) NORTH-NORTHEAST OF HIGHTSTOWN AND
 DP5863'3.9 MI (6.3 KM) WEST-SOUTHWEST OF JAMESBURG, IN CRANBURY TOWNSHIP.
 DP5863'
 DP5863'THE STATION IS ABOUT 0.65 MI (1.0 KM) NORTH ON U.S. HIGHWAY 130 FROM
 DP5863'THE SKEWED JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535)
 DP5863'TO  THE STATION SET IN A DRILL HOLE IN THE CENTER OF A CONCRETE
 DP5863'CULVERT (STRUCTURE NUMBER 1227-152, MILEPOST 72.72) FOR CEDAR BROOK ON
 DP5863'THE EAST SIDE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 130.
 DP5863'
 DP5863'IT IS 5.5 FT (1.7 M) NORTH OF THE SOUTH END OF THE CULVERT, 9.0 FT
 DP5863'(2.7 M) SOUTH OF THE NORTH END OF THE CULVERT, 27 FT (8.2 M) EAST OF
 DP5863'THE CENTERLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 130, 2.5 FT
 DP5863'(0.8 M) EAST OF THE WEST FACE OF THE GUIDE RAIL, 2.5 FT (0.8 M) SOUTH
 DP5863'OF THE CULVERT IDENTIFICATION SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6748 ***********************************************************************
 KV6748  DESIGNATION -  12 U 1
 KV6748  PID         -  KV6748
 KV6748  STATE/COUNTY-  NJ/MIDDLESEX
 KV6748  COUNTRY     -  US
 KV6748  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6748
 KV6748                         *CURRENT SURVEY CONTROL
 KV6748  ______________________________________________________________________
 KV6748* NAD 83(2011) POSITION- 40 26 21.45500(N) 074 27 58.96881(W)   ADJUSTED
 KV6748* NAD 83(2011) ELLIP HT-   -17.299 (meters)        (06/27/12)   ADJUSTED
 KV6748* NAD 83(2011) EPOCH   -  2010.00
 KV6748* NAVD 88 ORTHO HEIGHT -    15.6   (meters)       51.    (feet) GPS OBS
 KV6748  ______________________________________________________________________
 KV6748  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6748  GEOID HEIGHT    -        -33.030 (meters)                     GEOID90
 KV6748  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 KV6748  NAD 83(2011) X  -  1,301,846.917 (meters)                     COMP
 KV6748  NAD 83(2011) Y  - -4,683,634.589 (meters)                     COMP
 KV6748  NAD 83(2011) Z  -  4,115,220.361 (meters)                     COMP
 KV6748  LAPLACE CORR    -          5.60  (seconds)                    DEFLEC18
 KV6748
 KV6748  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6748  Standards:
 KV6748         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6748            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6748  -------------------------------------------------------------------
 KV6748  NETWORK    0.49   0.65           0.18   0.22   0.33      0.00271671
 KV6748  -------------------------------------------------------------------
 KV6748  Click here for local accuracies and other accuracy information.
 KV6748
 KV6748.The horizontal coordinates were established by GPS observations
 KV6748.and adjusted by the National Geodetic Survey in June 2012.
 KV6748
 KV6748.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6748.been affixed to the stable North American tectonic plate. See 
 KV6748.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6748
 KV6748.The horizontal coordinates are valid at the epoch date displayed above
 KV6748.which is a decimal equivalence of Year/Month/Day.
 KV6748
 KV6748.The orthometric height was determined by GPS observations and a
 KV6748.high-resolution geoid model.
 KV6748
 KV6748.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6748.GEOID18 height accuracy estimate available here.
 KV6748
 KV6748.Click photographs - Photos may exist for this station.
 KV6748
 KV6748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6748
 KV6748.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6748
 KV6748.The ellipsoidal height was determined by GPS observations
 KV6748.and is referenced to NAD 83.
 KV6748
 KV6748. The following values were computed from the NAD 83(2011) position.
 KV6748
 KV6748;                    North         East     Units Scale Factor Converg.
 KV6748;SPC NJ       -   178,288.672   152,852.155   MT  0.99990010   +0 01 18.5
 KV6748;SPC NJ       -   584,935.42    501,482.45   sFT  0.99990010   +0 01 18.5
 KV6748;UTM  18      - 4,476,653.007   545,256.499   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4525676653(NAD 83)
 KV6748
 KV6748                          SUPERSEDED SURVEY CONTROL
 KV6748
 KV6748  NAD 83(2007)-  40 26 21.45531(N)    074 27 58.96943(W) AD(2002.00) 0
 KV6748  ELLIP H (02/10/07)  -17.288  (m)                       GP(2002.00)    
 KV6748  ELLIP H (10/23/02)  -17.286  (m)                       GP(       ) 4 1
 KV6748  NAD 83(1996)-  40 26 21.45557(N)    074 27 58.96962(W) AD(       ) 1
 KV6748  ELLIP H (05/14/99)  -17.283  (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
 KV6748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6748.See file dsdata.pdf to determine how the superseded data were derived.
 KV6748
 KV6748_MARKER: DD = SURVEY DISK
 KV6748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6748_STAMPING: 12 U 1 1991
 KV6748_MARK LOGO: NJGS
 KV6748_PROJECTION: RECESSED 3 CENTIMETERS
 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 - July 07, 2025
 KV6748
 KV6748  HISTORY     - Date     Condition        Report By
 KV6748  HISTORY     - 1991     MONUMENTED       NJGS
 KV6748  HISTORY     - 19920205 GOOD
 KV6748  HISTORY     - 20040301 GOOD             NJGS
 KV6748  HISTORY     - 20060929 GOOD             INDIV
 KV6748  HISTORY     - 20191101 GOOD             NJGS
 KV6748  HISTORY     - 20200409 GOOD             NJGS
 KV6748  HISTORY     - 20250707 GOOD             RAS
 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
 KV6748
 KV6748                          STATION RECOVERY (2006)
 KV6748
 KV6748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RJM)
 KV6748'RECOVERED IN GOOD CONDITION.
 KV6748
 KV6748                          STATION RECOVERY (2019)
 KV6748
 KV6748'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 KV6748'NEARBY ROAD HAS BEEN REDESIGNED.  THE STATION IS 3.4 FT (1.0 M) NORTH
 KV6748'OF THE SOUTHEAST END OF GUIDERAIL, 5.5 FT (1.7 M) NORTHWEST OF 3 FT
 KV6748'(0.9 M) TALL WOOD PILING, 24.8 FT (7.6 M) NORTH-NORTHEAST OF THE
 KV6748'CENTERLINE OF HARDENBURG LANE, 58.33 FT (17.8 M) SOUTHEAST OF CENTER
 KV6748'OF MANHOLE ON BRIDGE SIDEWALK AND ABOUT 2.5 FT (0.8 M) BELOW THE
 KV6748'SURFACE OF THE ROAD.  THE DISK IS 1 FT (0.3 M) DOWN A 2 FT (0.6 M)
 KV6748'DIAMETER PVC TUBE.
 KV6748
 KV6748                          STATION RECOVERY (2020)
 KV6748
 KV6748'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6748'RECOVERED IN GOOD CONDITION.
 KV6748
 KV6748                          STATION RECOVERY (2025)
 KV6748
 KV6748'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV6748'DISK IS SCRATCHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6749 ***********************************************************************
 KV6749  DESIGNATION -  12 U 2
 KV6749  PID         -  KV6749
 KV6749  STATE/COUNTY-  NJ/MIDDLESEX
 KV6749  COUNTRY     -  US
 KV6749  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6749
 KV6749                         *CURRENT SURVEY CONTROL
 KV6749  ______________________________________________________________________
 KV6749* NAD 83(2011) POSITION- 40 24 06.42103(N) 074 26 35.55638(W)   ADJUSTED
 KV6749* NAD 83(2011) ELLIP HT-    -1.938 (meters)        (06/27/12)   ADJUSTED
 KV6749* NAD 83(2011) EPOCH   -  2010.00
 KV6749* NAVD 88 ORTHO HEIGHT -    30.9   (meters)      101.    (feet) GPS OBS
 KV6749  ______________________________________________________________________
 KV6749  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6749  GEOID HEIGHT    -        -32.910 (meters)                     GEOID90
 KV6749  GEOID HEIGHT    -        -32.789 (meters)                     GEOID18
 KV6749  NAD 83(2011) X  -  1,304,468.280 (meters)                     COMP
 KV6749  NAD 83(2011) Y  - -4,685,720.723 (meters)                     COMP
 KV6749  NAD 83(2011) Z  -  4,112,059.372 (meters)                     COMP
 KV6749  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 KV6749
 KV6749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6749  Standards:
 KV6749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6749  -------------------------------------------------------------------
 KV6749  NETWORK    0.45   0.59           0.16   0.20   0.30     -0.04440079
 KV6749  -------------------------------------------------------------------
 KV6749  Click here for local accuracies and other accuracy information.
 KV6749
 KV6749.The horizontal coordinates were established by GPS observations
 KV6749.and adjusted by the National Geodetic Survey in June 2012.
 KV6749
 KV6749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6749.been affixed to the stable North American tectonic plate. See 
 KV6749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6749
 KV6749.The horizontal coordinates are valid at the epoch date displayed above
 KV6749.which is a decimal equivalence of Year/Month/Day.
 KV6749
 KV6749.The orthometric height was determined by GPS observations and a
 KV6749.high-resolution geoid model.
 KV6749
 KV6749.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6749.GEOID18 height accuracy estimate available here.
 KV6749
 KV6749.Click photographs - Photos may exist for this station.
 KV6749
 KV6749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6749
 KV6749.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6749
 KV6749.The ellipsoidal height was determined by GPS observations
 KV6749.and is referenced to NAD 83.
 KV6749
 KV6749. The following values were computed from the NAD 83(2011) position.
 KV6749
 KV6749;                    North         East     Units Scale Factor Converg.
 KV6749;SPC NJ       -   174,124.944   154,820.484   MT  0.99990029   +0 02 12.5
 KV6749;SPC NJ       -   571,274.92    507,940.20   sFT  0.99990029   +0 02 12.5
 KV6749;UTM  18      - 4,472,501.621   547,247.811   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4724772501(NAD 83)
 KV6749
 KV6749                          SUPERSEDED SURVEY CONTROL
 KV6749
 KV6749  NAD 83(2007)-  40 24 06.42134(N)    074 26 35.55699(W) AD(2002.00) 0
 KV6749  ELLIP H (02/10/07)   -1.926  (m)                       GP(2002.00)    
 KV6749  ELLIP H (10/23/02)   -1.924  (m)                       GP(       ) 4 1
 KV6749  NAD 83(1996)-  40 24 06.42160(N)    074 26 35.55719(W) AD(       ) 1
 KV6749  ELLIP H (05/14/99)   -1.921  (m)                       GP(       ) 4 1
 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
 KV6749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6749.See file dsdata.pdf to determine how the superseded data were derived.
 KV6749
 KV6749_MARKER: DD = SURVEY DISK
 KV6749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 AA5230 ***********************************************************************
 AA5230  DESIGNATION -  12 U 3
 AA5230  PID         -  AA5230
 AA5230  STATE/COUNTY-  NJ/MIDDLESEX
 AA5230  COUNTRY     -  US
 AA5230  USGS QUAD   -  PERTH AMBOY (2016)
 AA5230
 AA5230                         *CURRENT SURVEY CONTROL
 AA5230  ______________________________________________________________________
 AA5230* NAD 83(2011) POSITION- 40 30 05.44631(N) 074 16 32.82743(W)   ADJUSTED
 AA5230* NAD 83(2011) ELLIP HT-   -27.723 (meters)        (06/27/12)   ADJUSTED
 AA5230* NAD 83(2011) EPOCH   -  2010.00
 AA5230* NAVD 88 ORTHO HEIGHT -     4.8   (meters)       16.    (feet) GPS OBS
 AA5230  ______________________________________________________________________
 AA5230  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5230  GEOID HEIGHT    -         -32.78 (meters)                     GEOID93
 AA5230  GEOID HEIGHT    -        -32.506 (meters)                     GEOID18
 AA5230  NAD 83(2011) X  -  1,316,202.380 (meters)                     COMP
 AA5230  NAD 83(2011) Y  - -4,674,953.882 (meters)                     COMP
 AA5230  NAD 83(2011) Z  -  4,120,469.627 (meters)                     COMP
 AA5230  LAPLACE CORR    -          4.28  (seconds)                    DEFLEC18
 AA5230
 AA5230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5230  Standards:
 AA5230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5230  -------------------------------------------------------------------
 AA5230  NETWORK    0.72   1.41           0.33   0.25   0.72      0.00899744
 AA5230  -------------------------------------------------------------------
 AA5230  Click here for local accuracies and other accuracy information.
 AA5230
 AA5230.The horizontal coordinates were established by GPS observations
 AA5230.and adjusted by the National Geodetic Survey in June 2012.
 AA5230
 AA5230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5230.been affixed to the stable North American tectonic plate. See 
 AA5230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5230
 AA5230.The horizontal coordinates are valid at the epoch date displayed above
 AA5230.which is a decimal equivalence of Year/Month/Day.
 AA5230
 AA5230.The orthometric height was determined by GPS observations and a
 AA5230.high-resolution geoid model.
 AA5230
 AA5230.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5230.GEOID18 height accuracy estimate available here.
 AA5230
 AA5230.Click photographs - Photos may exist for this station.
 AA5230
 AA5230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5230
 AA5230.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5230
 AA5230.The ellipsoidal height was determined by GPS observations
 AA5230.and is referenced to NAD 83.
 AA5230
 AA5230. The following values were computed from the NAD 83(2011) position.
 AA5230
 AA5230;                    North         East     Units Scale Factor Converg.
 AA5230;SPC NJ       -   185,220.705   169,003.851   MT  0.99990444   +0 08 44.2
 AA5230;SPC NJ       -   607,678.26    554,473.47   sFT  0.99990444   +0 08 44.2
 AA5230;UTM  18      - 4,483,674.544   561,364.377   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6136483674(NAD 83)
 AA5230
 AA5230                          SUPERSEDED SURVEY CONTROL
 AA5230
 AA5230  NAD 83(2007)-  40 30 05.44643(N)    074 16 32.82824(W) AD(2002.00) 0
 AA5230  ELLIP H (02/10/07)  -27.718  (m)                       GP(2002.00)    
 AA5230  ELLIP H (10/23/02)  -27.717  (m)                       GP(       ) 4 1
 AA5230  NAD 83(1996)-  40 30 05.44662(N)    074 16 32.82846(W) AD(       ) 1
 AA5230  ELLIP H (05/14/99)  -27.713  (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)  -27.783  (m)                       GP(       ) 3 2
 AA5230
 AA5230.Superseded values are not recommended for survey control.
 AA5230
 AA5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5230.See file dsdata.pdf to determine how the superseded data were derived.
 AA5230
 AA5230_STAMPING: 12 U 3 1994
 AA5230_MARK LOGO: NJGS
 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  HISTORY     - 20200611 MARK NOT FOUND   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.
 AA5230
 AA5230                          STATION RECOVERY (2020)
 AA5230
 AA5230'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JN)
 AA5230'THE ROBERT N. WILENTZ SCHOOL BUILT IN 2000 IS NOW WHERE THE PARK USE
 AA5230'TO BE.  MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7427 ***********************************************************************
 DM7427  DESIGNATION -  12 U 4
 DM7427  PID         -  DM7427
 DM7427  STATE/COUNTY-  NJ/MIDDLESEX
 DM7427  COUNTRY     -  US
 DM7427  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7427
 DM7427                         *CURRENT SURVEY CONTROL
 DM7427  ______________________________________________________________________
 DM7427* NAD 83(1986) POSITION- 40 29 22.     (N) 074 26 54.     (W)   SCALED
 DM7427* NAVD 88 ORTHO HEIGHT -    21.034 (meters)       69.01  (feet) ADJUSTED
 DM7427  ______________________________________________________________________
 DM7427  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 DM7427  DYNAMIC HEIGHT  -         21.025 (meters)       68.98  (feet) COMP
 DM7427  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 DM7427
 DM7427  VERT ORDER      -  FIRST     CLASS II
 DM7427
 DM7427.The horizontal coordinates were scaled from a map and have
 DM7427.an estimated accuracy of +/- 6 seconds.
 DM7427
 DM7427.The orthometric height was determined by differential leveling and
 DM7427.adjusted by the NATIONAL GEODETIC SURVEY
 DM7427.in April 2013.
 DM7427
 DM7427.No vertical observational check was made to the station.
 DM7427
 DM7427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7427.GEOID18 height accuracy estimate available here.
 DM7427
 DM7427.Click photographs - Photos may exist for this station.
 DM7427
 DM7427.The dynamic height is computed by dividing the NAVD 88
 DM7427.geopotential number by the normal gravity value computed on the
 DM7427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7427.degrees latitude (g = 980.6199 gals.).
 DM7427
 DM7427.The modeled gravity was interpolated from observed gravity values.
 DM7427
 DM7427;                    North         East    Units  Estimated Accuracy
 DM7427;SPC NJ       -   183,860.      154,380.      MT  (+/- 180 meters Scaled)
 DM7427
 DM7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK467822(NAD 83)
 DM7427
 DM7427                          SUPERSEDED SURVEY CONTROL
 DM7427
 DM7427.No superseded survey control is available for this station.
 DM7427
 DM7427_MARKER: DD = SURVEY DISK
 DM7427_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7427_SP_SET: RECTANGULAR JUNCTION BOX
 DM7427_STAMPING: 12 U 4 2004
 DM7427_MARK LOGO: NJGS
 DM7427_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7427+STABILITY: SURFACE MOTION
 DM7427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7427+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7427
 DM7427  HISTORY     - Date     Condition        Report By
 DM7427  HISTORY     - 2004     MONUMENTED       NJGS
 DM7427  HISTORY     - 20100713 GOOD             NJGS
 DM7427  HISTORY     - 20220106 MARK NOT FOUND   NJGS
 DM7427
 DM7427                          STATION DESCRIPTION
 DM7427
 DM7427'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7427'THE STATION IS LOCATED IN NEW BRUNSWICK, SET IN A DRILL HOLE IN A
 DM7427'RECTANGULAR ELECTRICAL JUNCTION BOX ON THE WEST CORNER OF THE JUNCTION
 DM7427'OF LIVINGSTON AVENUE (COUNTY ROAD 691)AND SUYDAM STREET.
 DM7427'
 DM7427'THE STATION IS 40 FT (12.2 M) EAST OF THE EAST CORNER OF A OFFICE
 DM7427'(HOUSE NUMBER 127), 27 FT (8.2 M) NORTH OF A TRAFFIC SIGNAL, 29 FT
 DM7427'(8.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF SUYDAM STREET, 60 FT (18.3
 DM7427'M) NORTHWEST OF THE CENTERLINE OF LIVINGSTON STREET, 55 FT (16.8 M)
 DM7427'SOUTHWEST OF POLE NUMBER 61557 NBK.
 DM7427
 DM7427                          STATION RECOVERY (2022)
 DM7427
 DM7427'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7427'CORNER HAS BEEN REDONE AND JUNCTION BOX HAS BEEN REPLACED WITH A NEW
 DM7427'ONE, LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7406 ***********************************************************************
 DM7406  DESIGNATION -  12 U 5
 DM7406  PID         -  DM7406
 DM7406  STATE/COUNTY-  NJ/MIDDLESEX
 DM7406  COUNTRY     -  US
 DM7406  USGS QUAD   -  PLAINFIELD (2019)
 DM7406
 DM7406                         *CURRENT SURVEY CONTROL
 DM7406  ______________________________________________________________________
 DM7406* NAD 83(1986) POSITION- 40 32 06.72   (N) 074 27 14.82   (W)   HD_HELD1
 DM7406* NAVD 88 ORTHO HEIGHT -    19.198 (meters)       62.99  (feet) ADJUSTED
 DM7406  ______________________________________________________________________
 DM7406  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 DM7406  DYNAMIC HEIGHT  -         19.190 (meters)       62.96  (feet) COMP
 DM7406  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 DM7406
 DM7406  VERT ORDER      -  FIRST     CLASS II
 DM7406
 DM7406.The horizontal coordinates were determined by differentially corrected
 DM7406.hand held GPS observations or other comparable positioning techniques
 DM7406.and have an estimated accuracy of +/- 3 meters.
 DM7406
 DM7406.The orthometric height was determined by differential leveling and
 DM7406.adjusted by the NATIONAL GEODETIC SURVEY
 DM7406.in April 2013.
 DM7406
 DM7406.No vertical observational check was made to the station.
 DM7406
 DM7406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7406.GEOID18 height accuracy estimate available here.
 DM7406
 DM7406.Click photographs - Photos may exist for this station.
 DM7406
 DM7406.The dynamic height is computed by dividing the NAVD 88
 DM7406.geopotential number by the normal gravity value computed on the
 DM7406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7406.degrees latitude (g = 980.6199 gals.).
 DM7406
 DM7406.The modeled gravity was interpolated from observed gravity values.
 DM7406
 DM7406;                    North         East    Units  Estimated Accuracy
 DM7406;SPC NJ       -   188,938.0     153,887.0     MT  (+/- 3 meters HH1 GPS) 
 DM7406
 DM7406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4623087305(NAD 83)
 DM7406
 DM7406                          SUPERSEDED SURVEY CONTROL
 DM7406
 DM7406.No superseded survey control is available for this station.
 DM7406
 DM7406_MARKER: DD = SURVEY DISK
 DM7406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7406_SP_SET: CULVERT
 DM7406_STAMPING: 12 U 5 2010
 DM7406_MARK LOGO: NJGS
 DM7406_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7406+STABILITY: SURFACE MOTION
 DM7406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7406+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2023
 DM7406
 DM7406  HISTORY     - Date     Condition        Report By
 DM7406  HISTORY     - 20100429 MONUMENTED       NJGS
 DM7406  HISTORY     - 20231010 GOOD             NJGS
 DM7406
 DM7406                          STATION DESCRIPTION
 DM7406
 DM7406'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7406'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7406'THE NORTHEAST CORNER OF THE MORRIS AVENUE CULVERT FOR A STREAM.  THE
 DM7406'CULVERT IS A U-SHAPED STRUCTURE ON THE SOUTH SIDE OF MORRIS AVENUE.
 DM7406'
 DM7406'TO REACH THE STATION FROM THE JUNCTION OF METLERS LANE AND HOES LANE
 DM7406'EAST (NJ ROUTE 18), GO 0.8 MI (1.3 KM) EAST ON MORRIS AVENUE TO THE
 DM7406'STATION ON THE RIGHT.
 DM7406'
 DM7406'THE STATION IS 37.0 FT (11.3 M) SOUTH OF THE CENTERLINE OF MORRIS
 DM7406'AVENUE, 99.8 FT (30.4 M) SOUTHWEST OF POLE NUMBER 66597, 73.6 FT (22.4
 DM7406'M) EAST-SOUTHEAST OF POLE NUMBER 67737, 14.0 FT (4.3 M) SOUTH OF THE
 DM7406'SOUTH CURB OF MORRIS AVENUE, 13 FT (4.0 M) EAST OF THE CENTERLINE OF
 DM7406'THE CULVERT.
 DM7406
 DM7406                          STATION RECOVERY (2023)
 DM7406
 DM7406'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5862 ***********************************************************************
 DP5862  DESIGNATION -  12 U 6
 DP5862  PID         -  DP5862
 DP5862  STATE/COUNTY-  NJ/MIDDLESEX
 DP5862  COUNTRY     -  US
 DP5862  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5862
 DP5862                         *CURRENT SURVEY CONTROL
 DP5862  ______________________________________________________________________
 DP5862* NAD 83(1986) POSITION- 40 18 57.14   (N) 074 30 32.55   (W)   HD_HELD1
 DP5862* NAVD 88 ORTHO HEIGHT -    32.770 (meters)      107.51  (feet) ADJUSTED
 DP5862  ______________________________________________________________________
 DP5862  GEOID HEIGHT    -        -32.795 (meters)                     GEOID18
 DP5862  DYNAMIC HEIGHT  -         32.755 (meters)      107.46  (feet) COMP
 DP5862  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 DP5862
 DP5862  VERT ORDER      -  FIRST     CLASS II
 DP5862
 DP5862.The horizontal coordinates were determined by differentially corrected
 DP5862.hand held GPS observations or other comparable positioning techniques
 DP5862.and have an estimated accuracy of +/- 3 meters.
 DP5862
 DP5862.The orthometric height was determined by differential leveling and
 DP5862.adjusted by the NATIONAL GEODETIC SURVEY
 DP5862.in April 2015.
 DP5862
 DP5862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5862.GEOID18 height accuracy estimate available here.
 DP5862
 DP5862.Click photographs - Photos may exist for this station.
 DP5862
 DP5862.The dynamic height is computed by dividing the NAVD 88
 DP5862.geopotential number by the normal gravity value computed on the
 DP5862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5862.degrees latitude (g = 980.6199 gals.).
 DP5862
 DP5862.The modeled gravity was interpolated from observed gravity values.
 DP5862
 DP5862;                    North         East    Units  Estimated Accuracy
 DP5862;SPC NJ       -   164,584.7     149,231.5     MT  (+/- 3 meters HH1 GPS) 
 DP5862
 DP5862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4171462932(NAD 83)
 DP5862
 DP5862                          SUPERSEDED SURVEY CONTROL
 DP5862
 DP5862.No superseded survey control is available for this station.
 DP5862
 DP5862_MARKER: DD = SURVEY DISK
 DP5862_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5862_SP_SET: TRAFFIC SIGNAL BASE
 DP5862_STAMPING: 12 U 6 2014
 DP5862_MARK LOGO: NJGS
 DP5862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5862+STABILITY: SURFACE MOTION
 DP5862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5862+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 DP5862
 DP5862  HISTORY     - Date     Condition        Report By
 DP5862  HISTORY     - 20140506 MONUMENTED       NJGS
 DP5862
 DP5862                          STATION DESCRIPTION
 DP5862
 DP5862'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5862'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF
 DP5862'MONMOUTH JUNCTION, 4.4 MI (7.1 KM) SOUTHWEST OF JAMESBURG AND 3.3 MI
 DP5862'(5.3 KM) NORTH-NORTHEAST OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 DP5862'
 DP5862'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 DP5862'CONCRETE BASE OF THE TRAFFIC SIGNAL ON THE SOUTHEAST CORNER OF THE
 DP5862'JUNCTION OF SOUTHBOUND LANES OF U.S. HIGHWAY 130 AND CRANBURY-HALF
 DP5862'ACRE ROAD (COUNTY ROUTE 535).
 DP5862'
 DP5862'THE STATION IS 38 FT (11.6 M) SOUTH OF THE CENTERLINE OF HALF ACRE
 DP5862'ROAD, 19.3 FT (5.9 M) SOUTHEAST OF POLE NUMBER 60493, 24.2 FT (7.4 M)
 DP5862'NORTHWEST OF POLE NUMBER 60230CB, 24.3 FT (7.4 M) NORTH-NORTHWEST OF
 DP5862'MILE POST 72, 20 FT (6.1 M) WEST OF THE WEST CURBLINE EXTENDED OF
 DP5862'SOUTHBOUND LANES OF U.S. HIGHWAY 130, 2.5 FT (0.8 M) NORTHEAST OF THE
 DP5862'SIGNAL MAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6750 ***********************************************************************
 KV6750  DESIGNATION -  12 V 1
 KV6750  PID         -  KV6750
 KV6750  STATE/COUNTY-  NJ/MIDDLESEX
 KV6750  COUNTRY     -  US
 KV6750  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6750
 KV6750                         *CURRENT SURVEY CONTROL
 KV6750  ______________________________________________________________________
 KV6750* NAD 83(2011) POSITION- 40 26 21.57116(N) 074 27 35.85567(W)   ADJUSTED
 KV6750* NAD 83(2011) ELLIP HT-   -17.408 (meters)        (06/27/12)   ADJUSTED
 KV6750* NAD 83(2011) EPOCH   -  2010.00
 KV6750* NAVD 88 ORTHO HEIGHT -    15.5   (meters)       51.    (feet) GPS OBS
 KV6750  ______________________________________________________________________
 KV6750  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6750  GEOID HEIGHT    -        -33.010 (meters)                     GEOID90
 KV6750  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 KV6750  NAD 83(2011) X  -  1,302,371.091 (meters)                     COMP
 KV6750  NAD 83(2011) Y  - -4,683,486.361 (meters)                     COMP
 KV6750  NAD 83(2011) Z  -  4,115,223.017 (meters)                     COMP
 KV6750  LAPLACE CORR    -          5.63  (seconds)                    DEFLEC18
 KV6750
 KV6750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6750  Standards:
 KV6750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6750  -------------------------------------------------------------------
 KV6750  NETWORK    0.49   0.61           0.18   0.22   0.31     -0.00573471
 KV6750  -------------------------------------------------------------------
 KV6750  Click here for local accuracies and other accuracy information.
 KV6750
 KV6750.The horizontal coordinates were established by GPS observations
 KV6750.and adjusted by the National Geodetic Survey in June 2012.
 KV6750
 KV6750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6750.been affixed to the stable North American tectonic plate. See 
 KV6750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6750
 KV6750.The horizontal coordinates are valid at the epoch date displayed above
 KV6750.which is a decimal equivalence of Year/Month/Day.
 KV6750
 KV6750.The orthometric height was determined by GPS observations and a
 KV6750.high-resolution geoid model.
 KV6750
 KV6750.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6750.GEOID18 height accuracy estimate available here.
 KV6750
 KV6750.Click photographs - Photos may exist for this station.
 KV6750
 KV6750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6750
 KV6750.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6750
 KV6750.The ellipsoidal height was determined by GPS observations
 KV6750.and is referenced to NAD 83.
 KV6750
 KV6750. The following values were computed from the NAD 83(2011) position.
 KV6750
 KV6750;                    North         East     Units Scale Factor Converg.
 KV6750;SPC NJ       -   178,292.482   153,396.825   MT  0.99990014   +0 01 33.5
 KV6750;SPC NJ       -   584,947.92    503,269.42   sFT  0.99990014   +0 01 33.5
 KV6750;UTM  18      - 4,476,659.898   545,800.989   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4580076659(NAD 83)
 KV6750
 KV6750                          SUPERSEDED SURVEY CONTROL
 KV6750
 KV6750  NAD 83(2007)-  40 26 21.57148(N)    074 27 35.85631(W) AD(2002.00) 0
 KV6750  ELLIP H (02/10/07)  -17.398  (m)                       GP(2002.00)    
 KV6750  ELLIP H (10/23/02)  -17.397  (m)                       GP(       ) 4 1
 KV6750  NAD 83(1996)-  40 26 21.57175(N)    074 27 35.85654(W) AD(       ) 1
 KV6750  ELLIP H (05/14/99)  -17.394  (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
 KV6750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6750.See file dsdata.pdf to determine how the superseded data were derived.
 KV6750
 KV6750_MARKER: DD = SURVEY DISK
 KV6750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6750_STAMPING: 12 V 1 1991
 KV6750_MARK LOGO: NJGS
 KV6750_PROJECTION: PROJECTING 46 CENTIMETERS
 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 - November 01, 2019
 KV6750
 KV6750  HISTORY     - Date     Condition        Report By
 KV6750  HISTORY     - 1991     MONUMENTED       NJGS
 KV6750  HISTORY     - 19920205 GOOD
 KV6750  HISTORY     - 20060929 GOOD             INDIV
 KV6750  HISTORY     - 20191101 GOOD             NJGS
 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.
 KV6750
 KV6750                          STATION RECOVERY (2006)
 KV6750
 KV6750'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RJM)
 KV6750'RECOVERED IN GOOD CONDITION.
 KV6750
 KV6750                          STATION RECOVERY (2019)
 KV6750
 KV6750'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 KV6750'TIES ARE OKAY BUT THE STATION IS NOW PROJECTING 1.5 FT (0.5 M) ABOVE
 KV6750'THE GROUND AND THE DAM IS DAMAGED AND FALLING APART.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6751 ***********************************************************************
 KV6751  DESIGNATION -  12 V 2
 KV6751  PID         -  KV6751
 KV6751  STATE/COUNTY-  NJ/MIDDLESEX
 KV6751  COUNTRY     -  US
 KV6751  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6751
 KV6751                         *CURRENT SURVEY CONTROL
 KV6751  ______________________________________________________________________
 KV6751* NAD 83(2011) POSITION- 40 23 46.19920(N) 074 26 22.24003(W)   ADJUSTED
 KV6751* NAD 83(2011) ELLIP HT-     2.106 (meters)        (06/27/12)   ADJUSTED
 KV6751* NAD 83(2011) EPOCH   -  2010.00
 KV6751* NAVD 88 ORTHO HEIGHT -    34.9   (meters)      115.    (feet) GPS OBS
 KV6751  ______________________________________________________________________
 KV6751  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6751  GEOID HEIGHT    -        -32.890 (meters)                     GEOID90
 KV6751  GEOID HEIGHT    -        -32.769 (meters)                     GEOID18
 KV6751  NAD 83(2011) X  -  1,304,880.055 (meters)                     COMP
 KV6751  NAD 83(2011) Y  - -4,686,028.900 (meters)                     COMP
 KV6751  NAD 83(2011) Z  -  4,111,586.981 (meters)                     COMP
 KV6751  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 KV6751
 KV6751  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6751  Standards:
 KV6751         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6751            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6751  -------------------------------------------------------------------
 KV6751  NETWORK    0.51   0.65           0.18   0.23   0.33     -0.00241285
 KV6751  -------------------------------------------------------------------
 KV6751  Click here for local accuracies and other accuracy information.
 KV6751
 KV6751.The horizontal coordinates were established by GPS observations
 KV6751.and adjusted by the National Geodetic Survey in June 2012.
 KV6751
 KV6751.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6751.been affixed to the stable North American tectonic plate. See 
 KV6751.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6751
 KV6751.The horizontal coordinates are valid at the epoch date displayed above
 KV6751.which is a decimal equivalence of Year/Month/Day.
 KV6751
 KV6751.The orthometric height was determined by GPS observations and a
 KV6751.high-resolution geoid model.
 KV6751
 KV6751.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6751.GEOID18 height accuracy estimate available here.
 KV6751
 KV6751.Click photographs - Photos may exist for this station.
 KV6751
 KV6751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6751
 KV6751.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6751
 KV6751.The ellipsoidal height was determined by GPS observations
 KV6751.and is referenced to NAD 83.
 KV6751
 KV6751. The following values were computed from the NAD 83(2011) position.
 KV6751
 KV6751;                    North         East     Units Scale Factor Converg.
 KV6751;SPC NJ       -   173,501.471   155,134.891   MT  0.99990032   +0 02 21.1
 KV6751;SPC NJ       -   569,229.41    508,971.72   sFT  0.99990032   +0 02 21.1
 KV6751;UTM  18      - 4,471,880.105   547,565.652   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4756571880(NAD 83)
 KV6751
 KV6751                          SUPERSEDED SURVEY CONTROL
 KV6751
 KV6751  NAD 83(2007)-  40 23 46.19951(N)    074 26 22.24063(W) AD(2002.00) 0
 KV6751  ELLIP H (02/10/07)    2.118  (m)                       GP(2002.00)    
 KV6751  ELLIP H (10/23/02)    2.120  (m)                       GP(       ) 4 1
 KV6751  NAD 83(1996)-  40 23 46.19977(N)    074 26 22.24083(W) AD(       ) 1
 KV6751  ELLIP H (05/14/99)    2.123  (m)                       GP(       ) 4 1
 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
 KV6751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6751.See file dsdata.pdf to determine how the superseded data were derived.
 KV6751
 KV6751_MARKER: DD = SURVEY DISK
 KV6751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20081029 MARK NOT FOUND   NJGS
 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.
 KV6751
 KV6751                          STATION RECOVERY (2008)
 KV6751
 KV6751'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KV6751'ROAD HAS BEEN WIDENED, TIES FALL UNDER PAVED SHOULDER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5231 ***********************************************************************
 AA5231  DESIGNATION -  12 V 3
 AA5231  PID         -  AA5231
 AA5231  STATE/COUNTY-  NJ/MIDDLESEX
 AA5231  COUNTRY     -  US
 AA5231  USGS QUAD   -  PERTH AMBOY (2016)
 AA5231
 AA5231                         *CURRENT SURVEY CONTROL
 AA5231  ______________________________________________________________________
 AA5231* NAD 83(2011) POSITION- 40 33 46.59158(N) 074 16 05.83681(W)   ADJUSTED
 AA5231* NAD 83(2011) ELLIP HT-   -30.554 (meters)        (06/27/12)   ADJUSTED
 AA5231* NAD 83(2011) EPOCH   -  2010.00
 AA5231* NAVD 88 ORTHO HEIGHT -     2.0   (meters)        7.    (feet) GPS OBS
 AA5231  ______________________________________________________________________
 AA5231  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5231  GEOID HEIGHT    -         -32.79 (meters)                     GEOID93
 AA5231  GEOID HEIGHT    -        -32.532 (meters)                     GEOID18
 AA5231  NAD 83(2011) X  -  1,315,611.578 (meters)                     COMP
 AA5231  NAD 83(2011) Y  - -4,670,512.551 (meters)                     COMP
 AA5231  NAD 83(2011) Z  -  4,125,652.306 (meters)                     COMP
 AA5231  LAPLACE CORR    -          4.90  (seconds)                    DEFLEC18
 AA5231
 AA5231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5231  Standards:
 AA5231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5231  -------------------------------------------------------------------
 AA5231  NETWORK    0.72   1.41           0.33   0.25   0.72      0.01520032
 AA5231  -------------------------------------------------------------------
 AA5231  Click here for local accuracies and other accuracy information.
 AA5231
 AA5231.The horizontal coordinates were established by GPS observations
 AA5231.and adjusted by the National Geodetic Survey in June 2012.
 AA5231
 AA5231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5231.been affixed to the stable North American tectonic plate. See 
 AA5231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5231
 AA5231.The horizontal coordinates are valid at the epoch date displayed above
 AA5231.which is a decimal equivalence of Year/Month/Day.
 AA5231
 AA5231.The orthometric height was determined by GPS observations and a
 AA5231.high-resolution geoid model.
 AA5231
 AA5231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5231.GEOID18 height accuracy estimate available here.
 AA5231
 AA5231.Click photographs - Photos may exist for this station.
 AA5231
 AA5231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5231
 AA5231.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5231
 AA5231.The ellipsoidal height was determined by GPS observations
 AA5231.and is referenced to NAD 83.
 AA5231
 AA5231. The following values were computed from the NAD 83(2011) position.
 AA5231
 AA5231;                    North         East     Units Scale Factor Converg.
 AA5231;SPC NJ       -   192,043.076   169,621.385   MT  0.99990474   +0 09 02.4
 AA5231;SPC NJ       -   630,061.33    556,499.49   sFT  0.99990474   +0 09 02.4
 AA5231;UTM  18      - 4,490,498.548   561,943.059   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6194390498(NAD 83)
 AA5231
 AA5231                          SUPERSEDED SURVEY CONTROL
 AA5231
 AA5231  NAD 83(2007)-  40 33 46.59175(N)    074 16 05.83763(W) AD(2002.00) 0
 AA5231  ELLIP H (02/10/07)  -30.551  (m)                       GP(2002.00)    
 AA5231  ELLIP H (10/23/02)  -30.551  (m)                       GP(       ) 4 1
 AA5231  NAD 83(1996)-  40 33 46.59194(N)    074 16 05.83785(W) AD(       ) 1
 AA5231  ELLIP H (05/14/99)  -30.546  (m)                       GP(       ) 4 1
 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)  -30.615  (m)                       GP(       ) 3 2
 AA5231
 AA5231.Superseded values are not recommended for survey control.
 AA5231
 AA5231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5231.See file dsdata.pdf to determine how the superseded data were derived.
 AA5231
 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_PROJECTION: FLUSH
 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 - December 27, 2019
 AA5231
 AA5231  HISTORY     - Date     Condition        Report By
 AA5231  HISTORY     - 1994     MONUMENTED       NJGS
 AA5231  HISTORY     - 20060313 GOOD             AASCO
 AA5231  HISTORY     - 20191227 GOOD             NJGS
 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.
 AA5231
 AA5231                          STATION RECOVERY (2019)
 AA5231
 AA5231'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 AA5231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7428 ***********************************************************************
 DM7428  DESIGNATION -  12 V 4
 DM7428  PID         -  DM7428
 DM7428  STATE/COUNTY-  NJ/MIDDLESEX
 DM7428  COUNTRY     -  US
 DM7428  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7428
 DM7428                         *CURRENT SURVEY CONTROL
 DM7428  ______________________________________________________________________
 DM7428* NAD 83(1986) POSITION- 40 29 08.44   (N) 074 26 30.21   (W)   HD_HELD1
 DM7428* NAVD 88 ORTHO HEIGHT -    20.712 (meters)       67.95  (feet) ADJUSTED
 DM7428  ______________________________________________________________________
 DM7428  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 DM7428  DYNAMIC HEIGHT  -         20.703 (meters)       67.92  (feet) COMP
 DM7428  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 DM7428
 DM7428  VERT ORDER      -  FIRST     CLASS II
 DM7428
 DM7428.The horizontal coordinates were determined by differentially corrected
 DM7428.hand held GPS observations or other comparable positioning techniques
 DM7428.and have an estimated accuracy of +/- 3 meters.
 DM7428
 DM7428.The orthometric height was determined by differential leveling and
 DM7428.adjusted by the NATIONAL GEODETIC SURVEY
 DM7428.in April 2013.
 DM7428
 DM7428.No vertical observational check was made to the station.
 DM7428
 DM7428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7428.GEOID18 height accuracy estimate available here.
 DM7428
 DM7428.Click photographs - Photos may exist for this station.
 DM7428
 DM7428.The dynamic height is computed by dividing the NAVD 88
 DM7428.geopotential number by the normal gravity value computed on the
 DM7428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7428.degrees latitude (g = 980.6199 gals.).
 DM7428
 DM7428.The modeled gravity was interpolated from observed gravity values.
 DM7428
 DM7428;                    North         East    Units  Estimated Accuracy
 DM7428;SPC NJ       -   183,440.0     154,940.4     MT  (+/- 3 meters HH1 GPS) 
 DM7428
 DM7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4731481814(NAD 83)
 DM7428
 DM7428                          SUPERSEDED SURVEY CONTROL
 DM7428
 DM7428.No superseded survey control is available for this station.
 DM7428
 DM7428_MARKER: DD = SURVEY DISK
 DM7428_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7428_SP_SET: RECTANGULAR JUNCTION BOX
 DM7428_STAMPING: 12 V 4 2010
 DM7428_MARK LOGO: NJGS
 DM7428_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7428+STABILITY: SURFACE MOTION
 DM7428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7428+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DM7428
 DM7428  HISTORY     - Date     Condition        Report By
 DM7428  HISTORY     - 20100713 MONUMENTED       NJGS
 DM7428  HISTORY     - 20150317 GOOD             NJGS
 DM7428  HISTORY     - 20220106 MARK NOT FOUND   NJGS
 DM7428
 DM7428                          STATION DESCRIPTION
 DM7428
 DM7428'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7428'THE STATION IS LOCATED IN NEW BRUNSWICK, SET IN A DRILL HOLE IN A
 DM7428'RECTANGULAR ELECTRICAL JUNCTION BOX ON THE NORTHWEST CORNER OF THE
 DM7428'JUNCTION OF SUYDAM STREET AND COMMERCIAL AVENUE, IN FRONT OF THE
 DM7428'CHURCH OF THE SACRED HEART SCHOOL.
 DM7428'
 DM7428'THE STATION IS 42 FT (12.8 M) NORTHEAST OF THE CENTERLINE OF SUYDAM
 DM7428'STREET, 36.5 FT (11.1 M) NORTHWEST OF THE CENTERLINE OF COMMERCIAL
 DM7428'AVENUE, 13.6 FT (4.1 M) NORTHWEST OF POLE NUMBER E26097 NBK, 6.6 FT
 DM7428'(2.0 M) SOUTHEAST OF A TRAFFIC SIGNAL.
 DM7428
 DM7428                          STATION RECOVERY (2015)
 DM7428
 DM7428'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DM7428'RECOVERED IN GOOD CONDITION.
 DM7428'
 DM7428'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF SOUTH
 DM7428'AMBOY, 7.7 MI (12.4 KM) SOUTHEAST OF BOUND BROOK AND IN THE TOWN OF
 DM7428'NEW BRUNSWICK, NJ.
 DM7428
 DM7428                          STATION RECOVERY (2022)
 DM7428
 DM7428'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7428'MONUMENT HAS BEEN REMOVED FROM THE JUNCTION BOX, LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7407 ***********************************************************************
 DM7407  DESIGNATION -  12 V 5
 DM7407  PID         -  DM7407
 DM7407  STATE/COUNTY-  NJ/MIDDLESEX
 DM7407  COUNTRY     -  US
 DM7407  USGS QUAD   -  PLAINFIELD (2019)
 DM7407
 DM7407                         *CURRENT SURVEY CONTROL
 DM7407  ______________________________________________________________________
 DM7407* NAD 83(1986) POSITION- 40 34 37.     (N) 074 27 13.     (W)   SCALED
 DM7407* NAVD 88 ORTHO HEIGHT -    22.324 (meters)       73.24  (feet) ADJUSTED
 DM7407  ______________________________________________________________________
 DM7407  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 DM7407  DYNAMIC HEIGHT  -         22.314 (meters)       73.21  (feet) COMP
 DM7407  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 DM7407
 DM7407  VERT ORDER      -  FIRST     CLASS II
 DM7407
 DM7407.The horizontal coordinates were scaled from a map and have
 DM7407.an estimated accuracy of +/- 6 seconds.
 DM7407
 DM7407.The orthometric height was determined by differential leveling and
 DM7407.adjusted by the NATIONAL GEODETIC SURVEY
 DM7407.in April 2013.
 DM7407
 DM7407.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7407.GEOID18 height accuracy estimate available here.
 DM7407
 DM7407.Click photographs - Photos may exist for this station.
 DM7407
 DM7407.The dynamic height is computed by dividing the NAVD 88
 DM7407.geopotential number by the normal gravity value computed on the
 DM7407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7407.degrees latitude (g = 980.6199 gals.).
 DM7407
 DM7407.The modeled gravity was interpolated from observed gravity values.
 DM7407
 DM7407;                    North         East    Units  Estimated Accuracy
 DM7407;SPC NJ       -   193,570.      153,930.      MT  (+/- 180 meters Scaled)
 DM7407
 DM7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK462919(NAD 83)
 DM7407
 DM7407                          SUPERSEDED SURVEY CONTROL
 DM7407
 DM7407.No superseded survey control is available for this station.
 DM7407
 DM7407_MARKER: DD = SURVEY DISK
 DM7407_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7407_SP_SET: BRIDGE ABUTMENT
 DM7407_STAMPING: 12 V 5 2010
 DM7407_MARK LOGO: NJGS
 DM7407_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7407+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 DM7407
 DM7407  HISTORY     - Date     Condition        Report By
 DM7407  HISTORY     - 20100624 MONUMENTED       NJGS
 DM7407
 DM7407                          STATION DESCRIPTION
 DM7407
 DM7407'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7407'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF NEW BRUNSWICK,
 DM7407'6.0 MI (9.7 KM) EAST-NORTHEAST OF BOUND BROOK JUNCTION AND 4.5 MI (7.2
 DM7407'KM) EAST OF BOUND BROOK.
 DM7407'
 DM7407'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7407'THE WEST END OF THE SOUTH ABUTMENT AT THE SIDEWALK LEVEL OF THE
 DM7407'WASHINGTON AVENUE (COUNTY ROAD 529) BRIDGE (MIDDLESEX COUNTY BRIDGE
 DM7407'NO. 2-B-138, 1996) OVER THE NEW MARKET LAKE AND RAILROAD TRACKS AT THE
 DM7407'NORTHWEST JUNCTION OF WASHINGTON AND LAKEVIEW AVENUES.
 DM7407'
 DM7407'THE STATION IS 18 FT (5.5 M) WEST OF THE CENTERLINE OF WASHINGTON
 DM7407'AVENUE, 136 FT (41.5 M) NORTH OF THE CENTERLINE OF LAKEVIEW AVENUE, 10
 DM7407'FT (3.0 M) SOUTHEAST OF THE BRIDGE NAMEPLATE, 32.5 FT (9.9 M)
 DM7407'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTH END OF THE WEST
 DM7407'CONCRETE BALUSTRADE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0828 ***********************************************************************
 DQ0828  DESIGNATION -  12 V 6
 DQ0828  PID         -  DQ0828
 DQ0828  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0828  COUNTRY     -  US
 DQ0828  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0828
 DQ0828                         *CURRENT SURVEY CONTROL
 DQ0828  ______________________________________________________________________
 DQ0828* NAD 83(1986) POSITION- 40 24 33.67   (N) 074 15 44.26   (W)   HD_HELD1
 DQ0828* NAVD 88 ORTHO HEIGHT -    26.682 (meters)       87.54  (feet) ADJUSTED
 DQ0828  ______________________________________________________________________
 DQ0828  GEOID HEIGHT    -        -32.406 (meters)                     GEOID18
 DQ0828  DYNAMIC HEIGHT  -         26.671 (meters)       87.50  (feet) COMP
 DQ0828  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 DQ0828
 DQ0828  VERT ORDER      -  FIRST     CLASS II
 DQ0828
 DQ0828.The horizontal coordinates were determined by differentially corrected
 DQ0828.hand held GPS observations or other comparable positioning techniques
 DQ0828.and have an estimated accuracy of +/- 3 meters.
 DQ0828
 DQ0828.The orthometric height was determined by differential leveling and
 DQ0828.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0828.in February 2016.
 DQ0828
 DQ0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0828.GEOID18 height accuracy estimate available here.
 DQ0828
 DQ0828.Click photographs - Photos may exist for this station.
 DQ0828
 DQ0828.The dynamic height is computed by dividing the NAVD 88
 DQ0828.geopotential number by the normal gravity value computed on the
 DQ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0828.degrees latitude (g = 980.6199 gals.).
 DQ0828
 DQ0828.The modeled gravity was interpolated from observed gravity values.
 DQ0828
 DQ0828;                    North         East    Units  Estimated Accuracy
 DQ0828;SPC NJ       -   174,990.9     170,174.9     MT  (+/- 3 meters HH1 GPS) 
 DQ0828
 DQ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6259273454(NAD 83)
 DQ0828
 DQ0828                          SUPERSEDED SURVEY CONTROL
 DQ0828
 DQ0828.No superseded survey control is available for this station.
 DQ0828
 DQ0828_MARKER: DD = SURVEY DISK
 DQ0828_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ0828+WITH SETTING: PAVEMENT
 DQ0828_SP_SET: ACCESS CHAMBER
 DQ0828_STAMPING: 12 V 6 2015
 DQ0828_MARK LOGO: NJGS
 DQ0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0828+STABILITY: SURFACE MOTION
 DQ0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0828+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2020
 DQ0828
 DQ0828  HISTORY     - Date     Condition        Report By
 DQ0828  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0828  HISTORY     - 20200518 GOOD             NJGS
 DQ0828
 DQ0828                          STATION DESCRIPTION
 DQ0828
 DQ0828'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0828'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH OF SOUTH AMBOY
 DQ0828'JUNCTION, 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF SOUTH AMBOY AND 3.7 MI
 DQ0828'(6.0 KM) WEST-SOUTHWEST OF KEYPORT, IN OLD BRIDGE TOWNSHIP.
 DQ0828'
 DQ0828'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0828'HIGHWAY 79) AND NEW BRUNSWICK AVENUE/OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0828'ROUTE 516), GO 1.4 MI (2.3 KM) EAST ON COUNTY ROUTE 516 TO THE STATION
 DQ0828'ON THE LEFT, STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 DQ0828'AN ACCESS CHAMBER ON THE SOUTHWEST CORNER OF THE JUNCTION OF OLD
 DQ0828'BRIDGE-MATAWAN ROAD (COUNTY ROUTE 516) AND MORGANVILLE ROAD.
 DQ0828'
 DQ0828'IT IS 25.7 FT (7.8 M) SOUTH-SOUTHEAST OF POLE NUMBER BT40381MAD, 55 FT
 DQ0828'(16.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROUTE 516, 54.3
 DQ0828'FT (16.6 M) WEST OF THE CENTERLINE OF MORGANVILLE ROAD, 34 FT (10.4 M)
 DQ0828'SOUTH-SOUTHEAST OF THE SOUTH CURB OF ROUTE 516.  THE STATION IS ABOUT
 DQ0828'1 FT (0.3 M) ABOVE THE GROUND.
 DQ0828
 DQ0828                          STATION RECOVERY (2020)
 DQ0828
 DQ0828'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DQ0828'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6752 ***********************************************************************
 KV6752  DESIGNATION -  12 W 1
 KV6752  PID         -  KV6752
 KV6752  STATE/COUNTY-  NJ/MIDDLESEX
 KV6752  COUNTRY     -  US
 KV6752  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6752
 KV6752                         *CURRENT SURVEY CONTROL
 KV6752  ______________________________________________________________________
 KV6752* NAD 83(2011) POSITION- 40 26 12.10718(N) 074 23 36.15948(W)   ADJUSTED
 KV6752* NAD 83(2011) ELLIP HT-     8.577 (meters)        (06/27/12)   ADJUSTED
 KV6752* NAD 83(2011) EPOCH   -  2010.00
 KV6752* NAVD 88 ORTHO HEIGHT -    41.292 (meters)      135.47  (feet) ADJUSTED
 KV6752  ______________________________________________________________________
 KV6752  GEOID HEIGHT    -        -32.705 (meters)                     GEOID18
 KV6752  NAD 83(2011) X  -  1,307,869.057 (meters)                     COMP
 KV6752  NAD 83(2011) Y  - -4,682,171.153 (meters)                     COMP
 KV6752  NAD 83(2011) Z  -  4,115,017.689 (meters)                     COMP
 KV6752  LAPLACE CORR    -          5.29  (seconds)                    DEFLEC18
 KV6752  DYNAMIC HEIGHT  -         41.274 (meters)      135.41  (feet) COMP
 KV6752  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 KV6752
 KV6752  VERT ORDER      -  FIRST     CLASS II
 KV6752
 KV6752  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6752  Standards:
 KV6752         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6752            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6752  -------------------------------------------------------------------
 KV6752  NETWORK    0.49   0.63           0.19   0.21   0.32     -0.18274277
 KV6752  -------------------------------------------------------------------
 KV6752  Click here for local accuracies and other accuracy information.
 KV6752
 KV6752.The horizontal coordinates were established by GPS observations
 KV6752.and adjusted by the National Geodetic Survey in June 2012.
 KV6752
 KV6752.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6752.been affixed to the stable North American tectonic plate. See 
 KV6752.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6752
 KV6752.The horizontal coordinates are valid at the epoch date displayed above
 KV6752.which is a decimal equivalence of Year/Month/Day.
 KV6752
 KV6752.The orthometric height was determined by differential leveling and
 KV6752.adjusted by the NATIONAL GEODETIC SURVEY
 KV6752.in February 2016.
 KV6752
 KV6752.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6752.GEOID18 height accuracy estimate available here.
 KV6752
 KV6752.Click photographs - Photos may exist for this station.
 KV6752
 KV6752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6752
 KV6752.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6752
 KV6752.The ellipsoidal height was determined by GPS observations
 KV6752.and is referenced to NAD 83.
 KV6752
 KV6752.The dynamic height is computed by dividing the NAVD 88
 KV6752.geopotential number by the normal gravity value computed on the
 KV6752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6752.degrees latitude (g = 980.6199 gals.).
 KV6752
 KV6752.The modeled gravity was interpolated from observed gravity values.
 KV6752
 KV6752. The following values were computed from the NAD 83(2011) position.
 KV6752
 KV6752;                    North         East     Units Scale Factor Converg.
 KV6752;SPC NJ       -   178,005.281   159,045.726   MT  0.99990101   +0 04 09.0
 KV6752;SPC NJ       -   584,005.66    521,802.52   sFT  0.99990101   +0 04 09.0
 KV6752;UTM  18      - 4,476,404.746   551,449.892   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  =   0.99963124
 KV6752
 KV6752:                Primary Azimuth Mark                     Grid Az
 KV6752:SPC NJ       -  12 X 1                                   169 14 33.0
 KV6752:UTM  18      -  12 X 1                                   168 55 05.5
 KV6752
 KV6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5144976404(NAD 83)
 KV6752
 KV6752|---------------------------------------------------------------------|
 KV6752| PID    Reference Object                     Distance      Geod. Az  |
 KV6752|                                                           dddmmss.s |
 KV6752| KV6754 12 X 1                              478.846 METERS 1691842.0 |
 KV6752|---------------------------------------------------------------------|
 KV6752
 KV6752                          SUPERSEDED SURVEY CONTROL
 KV6752
 KV6752  NAD 83(2007)-  40 26 12.10751(N)    074 23 36.16011(W) AD(2002.00) 0
 KV6752  ELLIP H (02/10/07)    8.587  (m)                       GP(2002.00)    
 KV6752  ELLIP H (10/23/02)    8.587  (m)                       GP(       ) 4 1
 KV6752  NAD 83(1996)-  40 26 12.10778(N)    074 23 36.16034(W) AD(       ) 1
 KV6752  ELLIP H (05/14/99)    8.591  (m)                       GP(       ) 4 1
 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  NAVD 88 (03/16/93)   41.3    (m)  GEOID90  model used  GPS OBS        
 KV6752
 KV6752.Superseded values are not recommended for survey control.
 KV6752
 KV6752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6752.See file dsdata.pdf to determine how the superseded data were derived.
 KV6752
 KV6752_MARKER: DD = SURVEY DISK
 KV6752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6752_STAMPING: 12 W 1 1991
 KV6752_MARK LOGO: NJGS
 KV6752_PROJECTION: RECESSED 8 CENTIMETERS
 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 - April 24, 2024
 KV6752
 KV6752  HISTORY     - Date     Condition        Report By
 KV6752  HISTORY     - 1991     MONUMENTED       NJGS
 KV6752  HISTORY     - 19920203 GOOD
 KV6752  HISTORY     - 20150317 GOOD             NJGS
 KV6752  HISTORY     - 20221206 GOOD             NJGS
 KV6752  HISTORY     - 20240424 GOOD             AAAS
 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.
 KV6752
 KV6752                          STATION RECOVERY (2015)
 KV6752
 KV6752'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6752'RECOVERED IN GOOD CONDITION.
 KV6752'
 KV6752'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST
 KV6752'OF JAMESBURG, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF SOUTH AMBOY AND 4.6 MI
 KV6752'(7.4 KM) SOUTHEAST OF NEW BRUNSWICK, IN EAST BRUNSWICK TOWNSHIP.
 KV6752'
 KV6752'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE JUNCTION OF
 KV6752'SUMMERHILL ROAD (COUNTY ROUTE 613) AND CRANBURY ROAD RAMP LEADING FROM
 KV6752'CRANBURY ROAD (COUNTY ROUTE 535) ONTO SUMMERHILL ROAD OPPOSITE HOPE
 KV6752'STREET.
 KV6752
 KV6752                          STATION RECOVERY (2022)
 KV6752
 KV6752'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JR)
 KV6752'RECOVERED IN GOOD CONDITION.
 KV6752
 KV6752                          STATION RECOVERY (2024)
 KV6752
 KV6752'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6752'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6753 ***********************************************************************
 KV6753  DESIGNATION -  12 W 2
 KV6753  PID         -  KV6753
 KV6753  STATE/COUNTY-  NJ/MIDDLESEX
 KV6753  COUNTRY     -  US
 KV6753  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6753
 KV6753                         *CURRENT SURVEY CONTROL
 KV6753  ______________________________________________________________________
 KV6753* NAD 83(2011) POSITION- 40 23 21.27997(N) 074 26 54.28854(W)   ADJUSTED
 KV6753* NAD 83(2011) ELLIP HT-     1.636 (meters)        (06/27/12)   ADJUSTED
 KV6753* NAD 83(2011) EPOCH   -  2010.00
 KV6753* NAVD 88 ORTHO HEIGHT -    34.418 (meters)      112.92  (feet) ADJUSTED
 KV6753  ______________________________________________________________________
 KV6753  GEOID HEIGHT    -        -32.782 (meters)                     GEOID18
 KV6753  NAD 83(2011) X  -  1,304,285.390 (meters)                     COMP
 KV6753  NAD 83(2011) Y  - -4,686,711.103 (meters)                     COMP
 KV6753  NAD 83(2011) Z  -  4,111,001.268 (meters)                     COMP
 KV6753  LAPLACE CORR    -          5.92  (seconds)                    DEFLEC18
 KV6753  DYNAMIC HEIGHT  -         34.403 (meters)      112.87  (feet) COMP
 KV6753  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 KV6753
 KV6753  VERT ORDER      -  FIRST     CLASS II
 KV6753
 KV6753  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6753  Standards:
 KV6753         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6753            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6753  -------------------------------------------------------------------
 KV6753  NETWORK    0.48   0.65           0.17   0.22   0.33      0.02051974
 KV6753  -------------------------------------------------------------------
 KV6753  Click here for local accuracies and other accuracy information.
 KV6753
 KV6753.The horizontal coordinates were established by GPS observations
 KV6753.and adjusted by the National Geodetic Survey in June 2012.
 KV6753
 KV6753.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6753.been affixed to the stable North American tectonic plate. See 
 KV6753.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6753
 KV6753.The horizontal coordinates are valid at the epoch date displayed above
 KV6753.which is a decimal equivalence of Year/Month/Day.
 KV6753
 KV6753.The orthometric height was determined by differential leveling and
 KV6753.adjusted by the NATIONAL GEODETIC SURVEY
 KV6753.in May 2012.
 KV6753
 KV6753.No vertical observational check was made to the station.
 KV6753
 KV6753.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6753.GEOID18 height accuracy estimate available here.
 KV6753
 KV6753.Click photographs - Photos may exist for this station.
 KV6753
 KV6753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6753
 KV6753.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6753
 KV6753.The ellipsoidal height was determined by GPS observations
 KV6753.and is referenced to NAD 83.
 KV6753
 KV6753.The dynamic height is computed by dividing the NAVD 88
 KV6753.geopotential number by the normal gravity value computed on the
 KV6753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6753.degrees latitude (g = 980.6199 gals.).
 KV6753
 KV6753.The modeled gravity was interpolated from observed gravity values.
 KV6753
 KV6753. The following values were computed from the NAD 83(2011) position.
 KV6753
 KV6753;                    North         East     Units Scale Factor Converg.
 KV6753;SPC NJ       -   172,732.433   154,379.619   MT  0.99990024   +0 02 00.3
 KV6753;SPC NJ       -   566,706.32    506,493.80   sFT  0.99990024   +0 02 00.3
 KV6753;UTM  18      - 4,471,107.020   546,814.947   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4681471107(NAD 83)
 KV6753
 KV6753                          SUPERSEDED SURVEY CONTROL
 KV6753
 KV6753  NAD 83(2007)-  40 23 21.28028(N)    074 26 54.28914(W) AD(2002.00) 0
 KV6753  ELLIP H (02/10/07)    1.647  (m)                       GP(2002.00)    
 KV6753  ELLIP H (10/23/02)    1.650  (m)                       GP(       ) 4 1
 KV6753  NAD 83(1996)-  40 23 21.28054(N)    074 26 54.28934(W) AD(       ) 1
 KV6753  ELLIP H (05/14/99)    1.653  (m)                       GP(       ) 4 1
 KV6753  NAD 83(1986)-  40 23 21.28014(N)    074 26 54.29157(W) AD(       ) 1
 KV6753  NAVD 88 (03/16/93)   34.4    (m)  GEOID90  model used  GPS OBS        
 KV6753
 KV6753.Superseded values are not recommended for survey control.
 KV6753
 KV6753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6753.See file dsdata.pdf to determine how the superseded data were derived.
 KV6753
 KV6753_MARKER: DD = SURVEY DISK
 KV6753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6753_STAMPING: 12 W 2 1991
 KV6753_MARK LOGO: NJGS
 KV6753_PROJECTION: FLUSH
 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 - March 09, 2020
 KV6753
 KV6753  HISTORY     - Date     Condition        Report By
 KV6753  HISTORY     - 1991     MONUMENTED       NJGS
 KV6753  HISTORY     - 19920204 GOOD
 KV6753  HISTORY     - 20090804 GOOD             B2A
 KV6753  HISTORY     - 20200309 GOOD             NJGS
 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.
 KV6753
 KV6753                          STATION RECOVERY (2009)
 KV6753
 KV6753'RECOVERY NOTE BY B2A CONSULTANTS 2009 (BRB)
 KV6753'MARK IS OFTEN USED AND IS EASILY FOUND
 KV6753
 KV6753                          STATION RECOVERY (2020)
 KV6753
 KV6753'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AG9916  USGS QUAD   -  PLAINFIELD (2019)
 AG9916
 AG9916                         *CURRENT SURVEY CONTROL
 AG9916  ______________________________________________________________________
 AG9916* NAD 83(2011) POSITION- 40 33 26.21288(N) 074 26 46.04424(W)   ADJUSTED
 AG9916* NAD 83(2011) ELLIP HT-    -7.781 (meters)        (06/27/12)   ADJUSTED
 AG9916* NAD 83(2011) EPOCH   -  2010.00
 AG9916* NAVD 88 ORTHO HEIGHT -    25.191 (meters)       82.65  (feet) ADJUSTED
 AG9916  ______________________________________________________________________
 AG9916  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 AG9916  NAD 83(2011) X  -  1,301,223.107 (meters)                     COMP
 AG9916  NAD 83(2011) Y  - -4,674,983.903 (meters)                     COMP
 AG9916  NAD 83(2011) Z  -  4,125,189.552 (meters)                     COMP
 AG9916  LAPLACE CORR    -          5.03  (seconds)                    DEFLEC18
 AG9916  DYNAMIC HEIGHT  -         25.180 (meters)       82.61  (feet) COMP
 AG9916  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 AG9916
 AG9916  VERT ORDER      -  FIRST     CLASS II
 AG9916
 AG9916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9916  Standards:
 AG9916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9916  -------------------------------------------------------------------
 AG9916  NETWORK    0.33   0.76           0.15   0.11   0.39      0.08691683
 AG9916  -------------------------------------------------------------------
 AG9916  Click here for local accuracies and other accuracy information.
 AG9916
 AG9916.The horizontal coordinates were established by GPS observations
 AG9916.and adjusted by the National Geodetic Survey in June 2012.
 AG9916
 AG9916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9916.been affixed to the stable North American tectonic plate. See 
 AG9916.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9916
 AG9916.The horizontal coordinates are valid at the epoch date displayed above
 AG9916.which is a decimal equivalence of Year/Month/Day.
 AG9916
 AG9916.The orthometric height was determined by differential leveling and
 AG9916.adjusted by the NATIONAL GEODETIC SURVEY
 AG9916.in March 2001.
 AG9916
 AG9916.No vertical observational check was made to the station.
 AG9916
 AG9916.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9916.GEOID18 height accuracy estimate available here.
 AG9916
 AG9916.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AG9916
 AG9916.The ellipsoidal height was determined by GPS observations
 AG9916.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AG9916
 AG9916;                    North         East     Units Scale Factor Converg.
 AG9916;SPC NJ       -   191,390.133   154,562.656   MT  0.99990026   +0 02 06.1
 AG9916;SPC NJ       -   627,919.13    507,094.31   sFT  0.99990026   +0 02 06.1
 AG9916;UTM  18      - 4,489,760.359   546,892.273   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4689289760(NAD 83)
 AG9916
 AG9916                          SUPERSEDED SURVEY CONTROL
 AG9916
 AG9916  NAD 83(2007)-  40 33 26.21313(N)    074 26 46.04499(W) AD(2002.00) 0
 AG9916  ELLIP H (02/10/07)   -7.771  (m)                       GP(2002.00)    
 AG9916  ELLIP H (09/24/01)   -7.779  (m)                       GP(       ) 4 1
 AG9916  NAD 83(1996)-  40 33 26.21328(N)    074 26 46.04552(W) AD(       ) B
 AG9916  ELLIP H (08/14/98)   -7.763  (m)                       GP(       ) 3 2
 AG9916  NAVD 88              25.19   (m)           82.6    (f) LEVELING    3  
 AG9916  NAVD 88              25.19   (m)           82.6    (f) LEVELING    3  
 AG9916
 AG9916.Superseded values are not recommended for survey control.
 AG9916
 AG9916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9916.See file dsdata.pdf to determine how the superseded data were derived.
 AG9916
 AG9916_MARKER: F = FLANGE-ENCASED 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: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9916+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2022
 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     - 20050816 GOOD             B2A
 AG9916  HISTORY     - 20060508 GOOD             BOSWEL
 AG9916  HISTORY     - 20080731 GOOD             INDIV
 AG9916  HISTORY     - 20100427 GOOD             NJGS
 AG9916  HISTORY     - 20220616 GOOD             AAAS
 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                          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                          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 (2005)
 AG9916
 AG9916'RECOVERY NOTE BY B2A CONSULTANTS 2005 (ARD)
 AG9916'RECOVERED AS DESCRIBED. (ARD)
 AG9916
 AG9916                          STATION RECOVERY (2006)
 AG9916
 AG9916'RECOVERY NOTE BY BOSWELL ENGINEERING 2006 (AB)
 AG9916'RECOVERED IN GOOD CONDITION.
 AG9916
 AG9916                          STATION RECOVERY (2008)
 AG9916
 AG9916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GLB)
 AG9916'THE MONUMENT WAS RECOVERED IN GOOD CONDITION.  SUBMITED BY GREG BURKE
 AG9916'FROM ATLANTIS AERIAL SURVEY CO.
 AG9916
 AG9916                          STATION RECOVERY (2010)
 AG9916
 AG9916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 AG9916'RECOVERED IN GOOD CONDITION.
 AG9916'
 AG9916'NOTE-2 FT EAST-NORTHEAST OF METAL WITNESS POST WITH SIGN.
 AG9916
 AG9916                          STATION RECOVERY (2022)
 AG9916
 AG9916'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 AG9916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7431 ***********************************************************************
 DM7431  DESIGNATION -  12 W 4
 DM7431  PID         -  DM7431
 DM7431  STATE/COUNTY-  NJ/MIDDLESEX
 DM7431  COUNTRY     -  US
 DM7431  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7431
 DM7431                         *CURRENT SURVEY CONTROL
 DM7431  ______________________________________________________________________
 DM7431* NAD 83(1986) POSITION- 40 28 51.29   (N) 074 25 42.77   (W)   HD_HELD1
 DM7431* NAVD 88 ORTHO HEIGHT -    34.557 (meters)      113.38  (feet) ADJUSTED
 DM7431  ______________________________________________________________________
 DM7431  GEOID HEIGHT    -        -32.858 (meters)                     GEOID18
 DM7431  DYNAMIC HEIGHT  -         34.542 (meters)      113.33  (feet) COMP
 DM7431  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 DM7431
 DM7431  VERT ORDER      -  FIRST     CLASS II
 DM7431
 DM7431.The horizontal coordinates were determined by differentially corrected
 DM7431.hand held GPS observations or other comparable positioning techniques
 DM7431.and have an estimated accuracy of +/- 3 meters.
 DM7431
 DM7431.The orthometric height was determined by differential leveling and
 DM7431.adjusted by the NATIONAL GEODETIC SURVEY
 DM7431.in April 2013.
 DM7431
 DM7431.No vertical observational check was made to the station.
 DM7431
 DM7431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7431.GEOID18 height accuracy estimate available here.
 DM7431
 DM7431.Click photographs - Photos may exist for this station.
 DM7431
 DM7431.The dynamic height is computed by dividing the NAVD 88
 DM7431.geopotential number by the normal gravity value computed on the
 DM7431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7431.degrees latitude (g = 980.6199 gals.).
 DM7431
 DM7431.The modeled gravity was interpolated from observed gravity values.
 DM7431
 DM7431;                    North         East    Units  Estimated Accuracy
 DM7431;SPC NJ       -   182,911.8     156,058.0     MT  (+/- 3 meters HH1 GPS) 
 DM7431
 DM7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4843581292(NAD 83)
 DM7431
 DM7431                          SUPERSEDED SURVEY CONTROL
 DM7431
 DM7431.No superseded survey control is available for this station.
 DM7431
 DM7431_MARKER: DD = SURVEY DISK
 DM7431_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7431_SP_SET: RECTANGULAR JUNCTION BOX
 DM7431_STAMPING: 12 W 4 2004
 DM7431_MARK LOGO: NJGS
 DM7431_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7431+STABILITY: SURFACE MOTION
 DM7431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7431+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2020
 DM7431
 DM7431  HISTORY     - Date     Condition        Report By
 DM7431  HISTORY     - 2004     MONUMENTED       NJGS
 DM7431  HISTORY     - 20100713 GOOD             NJGS
 DM7431  HISTORY     - 20150317 GOOD             NJGS
 DM7431  HISTORY     - 20170706 GOOD             PBCONS
 DM7431  HISTORY     - 20200416 GOOD             NJGS
 DM7431
 DM7431                          STATION DESCRIPTION
 DM7431
 DM7431'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7431'THE STATION IS LOCATED IN NEW BRUNSWICK, SET IN A DRILL HOLE IN A
 DM7431'RECTANGULAR ELECTRICAL JUNCTION BOX AT THE NORTH CORNER OF THE
 DM7431'JUNCTION OF DUDLEY LANE/LABOR CENTER WAY AND RYDERS LANE.
 DM7431'
 DM7431'THE STATION IS 60 FT (18.3 M) NORTH OF THE CENTERLINE OF LABOR CENTER
 DM7431'WAY, 56 FT (17.1 M) EAST-NORTHEAST OF THE CENTERLINE OF RYDERS LANE,
 DM7431'26 FT (7.9 M) NORTH OF A TRAFFIC SIGNAL, 105 FT (32.0 M) WEST OF THE
 DM7431'CENTERLINE OF A DRIVEWAY LEADING TO THE NEW JERSEY STATE FEDERATION OF
 DM7431'WOMEN'S CLUBS, 18 FT (5.5 M) WEST OF THE WEST SIGN POST FOR THE NEW
 DM7431'JERSEY STATE FEDERATION OF WOMEN'S CLUBS.
 DM7431
 DM7431                          STATION RECOVERY (2015)
 DM7431
 DM7431'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DM7431'RECOVERED IN GOOD CONDITION.
 DM7431'
 DM7431'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF SOUTH
 DM7431'AMBOY JUNCTION, 7.2 MI (11.6 KM) WEST OF SOUTH AMBOY AND 1.3 MI (2.1
 DM7431'KM) EAST-SOUTHEAST OF NEW BRUNSWICK.
 DM7431
 DM7431                          STATION RECOVERY (2017)
 DM7431
 DM7431'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DM7431'RECOVERED IN GOOD CONDITION.
 DM7431
 DM7431                          STATION RECOVERY (2020)
 DM7431
 DM7431'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DM7431'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7408 ***********************************************************************
 DM7408  DESIGNATION -  12 W 5
 DM7408  PID         -  DM7408
 DM7408  STATE/COUNTY-  NJ/MIDDLESEX
 DM7408  COUNTRY     -  US
 DM7408  USGS QUAD   -  PLAINFIELD (2019)
 DM7408
 DM7408                         *CURRENT SURVEY CONTROL
 DM7408  ______________________________________________________________________
 DM7408* NAD 83(1986) POSITION- 40 34 35.64   (N) 074 27 32.36   (W)   HD_HELD1
 DM7408* NAVD 88 ORTHO HEIGHT -    16.007 (meters)       52.52  (feet) ADJUSTED
 DM7408  ______________________________________________________________________
 DM7408  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 DM7408  DYNAMIC HEIGHT  -         16.000 (meters)       52.49  (feet) COMP
 DM7408  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 DM7408
 DM7408  VERT ORDER      -  FIRST     CLASS II
 DM7408
 DM7408.The horizontal coordinates were determined by differentially corrected
 DM7408.hand held GPS observations or other comparable positioning techniques
 DM7408.and have an estimated accuracy of +/- 3 meters.
 DM7408
 DM7408.The orthometric height was determined by differential leveling and
 DM7408.adjusted by the NATIONAL GEODETIC SURVEY
 DM7408.in April 2013.
 DM7408
 DM7408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7408.GEOID18 height accuracy estimate available here.
 DM7408
 DM7408.Click photographs - Photos may exist for this station.
 DM7408
 DM7408.The dynamic height is computed by dividing the NAVD 88
 DM7408.geopotential number by the normal gravity value computed on the
 DM7408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7408.degrees latitude (g = 980.6199 gals.).
 DM7408
 DM7408.The modeled gravity was interpolated from observed gravity values.
 DM7408
 DM7408;                    North         East    Units  Estimated Accuracy
 DM7408;SPC NJ       -   193,530.9     153,472.1     MT  (+/- 3 meters HH1 GPS) 
 DM7408
 DM7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4578991894(NAD 83)
 DM7408
 DM7408                          SUPERSEDED SURVEY CONTROL
 DM7408
 DM7408.No superseded survey control is available for this station.
 DM7408
 DM7408_MARKER: DD = SURVEY DISK
 DM7408_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7408_SP_SET: BRIDGE ABUTMENT
 DM7408_STAMPING: 12 W 5 2010
 DM7408_MARK LOGO: NJGS
 DM7408_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7408+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2016
 DM7408
 DM7408  HISTORY     - Date     Condition        Report By
 DM7408  HISTORY     - 20100606 MONUMENTED       NJGS
 DM7408  HISTORY     - 20161213 GOOD             PB
 DM7408
 DM7408                          STATION DESCRIPTION
 DM7408
 DM7408'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7408'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7408'THE WEST CORNER OF THE SOUTH ABUTMENT FOR THE NEW MARKET ROAD (COUNTY
 DM7408'ROAD 665) BRIDGE SPANNING BOUND BROOK, WEST OF NEW MARKET LAKE.  THE
 DM7408'STATION IS ABOUT 0.05 MI (0.1 KM) NORTH OF THE JUNCTION WITH WILLIAM
 DM7408'STREET.
 DM7408'
 DM7408'THE STATION IS 22.5 FT (6.9 M) WEST OF THE CENTERLINE OF NEW MARKET
 DM7408'ROAD, 3 FT (0.9 M) NORTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 DM7408'BALUSTRADE, 35 FT (10.7 M) SOUTH OF THE CENTER OF THE BRIDGE, 198 FT
 DM7408'(60.4 M) SOUTH OF THE RAILROAD CROSSING, 53.4 FT (16.3 M) NORTH OF
 DM7408'POLE NUMBER P60123PC, 49 FT (14.9 M) NORTHEAST OF THE NORTHEAST CORNER
 DM7408'OF A RESTAURANT (RIPARIAN RESTAURANT).
 DM7408'
 DM7408'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE RESTAURANT
 DM7408'PARKING LOT, WEST AND BEHIND THE WEST CONCRETE BALUSTRADE FOR THE
 DM7408'BRIDGE.
 DM7408
 DM7408                          STATION RECOVERY (2016)
 DM7408
 DM7408'RECOVERY NOTE BY PBS&J 2016 (MJB)
 DM7408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0829 ***********************************************************************
 DQ0829  DESIGNATION -  12 W 6
 DQ0829  PID         -  DQ0829
 DQ0829  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0829  COUNTRY     -  US
 DQ0829  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0829
 DQ0829                         *CURRENT SURVEY CONTROL
 DQ0829  ______________________________________________________________________
 DQ0829* NAD 83(1986) POSITION- 40 24 27.98   (N) 074 16 14.98   (W)   HD_HELD1
 DQ0829* NAVD 88 ORTHO HEIGHT -    26.325 (meters)       86.37  (feet) ADJUSTED
 DQ0829  ______________________________________________________________________
 DQ0829  GEOID HEIGHT    -        -32.416 (meters)                     GEOID18
 DQ0829  DYNAMIC HEIGHT  -         26.314 (meters)       86.33  (feet) COMP
 DQ0829  MODELED GRAVITY -    980,218.2   (mgal)                       NAVD 88
 DQ0829
 DQ0829  VERT ORDER      -  FIRST     CLASS II
 DQ0829
 DQ0829.The horizontal coordinates were determined by differentially corrected
 DQ0829.hand held GPS observations or other comparable positioning techniques
 DQ0829.and have an estimated accuracy of +/- 3 meters.
 DQ0829
 DQ0829.The orthometric height was determined by differential leveling and
 DQ0829.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0829.in February 2016.
 DQ0829
 DQ0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0829.GEOID18 height accuracy estimate available here.
 DQ0829
 DQ0829.Click photographs - Photos may exist for this station.
 DQ0829
 DQ0829.The dynamic height is computed by dividing the NAVD 88
 DQ0829.geopotential number by the normal gravity value computed on the
 DQ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0829.degrees latitude (g = 980.6199 gals.).
 DQ0829
 DQ0829.The modeled gravity was interpolated from observed gravity values.
 DQ0829
 DQ0829;                    North         East    Units  Estimated Accuracy
 DQ0829;SPC NJ       -   174,813.5     169,451.1     MT  (+/- 3 meters HH1 GPS) 
 DQ0829
 DQ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6187073272(NAD 83)
 DQ0829
 DQ0829                          SUPERSEDED SURVEY CONTROL
 DQ0829
 DQ0829.No superseded survey control is available for this station.
 DQ0829
 DQ0829_MARKER: DD = SURVEY DISK
 DQ0829_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ0829_SP_SET: ELECTRICAL JUNCTION BOX
 DQ0829_STAMPING: 12 W 6 2015
 DQ0829_MARK LOGO: NJGS
 DQ0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0829+STABILITY: SURFACE MOTION
 DQ0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0829+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0829
 DQ0829  HISTORY     - Date     Condition        Report By
 DQ0829  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0829
 DQ0829                          STATION DESCRIPTION
 DQ0829
 DQ0829'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0829'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH OF SOUTH AMBOY
 DQ0829'JUNCTION, 4.9 MI (7.9 KM) SOUTH-SOUTHEAST OF SOUTH AMBOY AND 4.1 MI
 DQ0829'(6.6 KM) WEST-SOUTHWEST OF KEYPORT, IN OLD BRIDGE TOWNSHIP.
 DQ0829'
 DQ0829'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0829'HIGHWAY 79) AND NEW BRUNSWICK AVENUE/OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0829'ROUTE 516), GO 1.9 MI (3.1 KM) EAST ON COUNTY ROUTE 516 TO THE STATION
 DQ0829'ON THE LEFT, SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN
 DQ0829'ELECTRICAL JUNCTION BOX IN A TRIANGULAR SHAPED TRAFFIC ISLAND AT THE
 DQ0829'ENTRANCE ROAD, OLD BRIDGE EAST HIGH SCHOOL ROAD, TO THE OLD BRIDGE
 DQ0829'HIGH SCHOOL.
 DQ0829'
 DQ0829'IT IS 19 FT (5.8 M) WEST OF THE CENTERLINE OF OLD BRIDGE EAST HIGH
 DQ0829'SCHOOL ROAD, 55.8 FT (17.0 M) SOUTH OF OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0829'ROUTE 516), 22.5 FT (6.9 M) SOUTHEAST OF POLE NUMBER JC40396OB, 8 FT
 DQ0829'(2.4 M) NORTH OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6754 ***********************************************************************
 KV6754  DESIGNATION -  12 X 1
 KV6754  PID         -  KV6754
 KV6754  STATE/COUNTY-  NJ/MIDDLESEX
 KV6754  COUNTRY     -  US
 KV6754  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6754
 KV6754                         *CURRENT SURVEY CONTROL
 KV6754  ______________________________________________________________________
 KV6754* NAD 83(2011) POSITION- 40 25 56.85237(N) 074 23 32.39159(W)   ADJUSTED
 KV6754* NAD 83(2011) ELLIP HT-    10.746 (meters)        (06/27/12)   ADJUSTED
 KV6754* NAD 83(2011) EPOCH   -  2010.00
 KV6754* NAVD 88 ORTHO HEIGHT -    43.448 (meters)      142.55  (feet) ADJUSTED
 KV6754  ______________________________________________________________________
 KV6754  GEOID HEIGHT    -        -32.696 (meters)                     GEOID18
 KV6754  NAD 83(2011) X  -  1,308,037.140 (meters)                     COMP
 KV6754  NAD 83(2011) Y  - -4,682,442.780 (meters)                     COMP
 KV6754  NAD 83(2011) Z  -  4,114,660.946 (meters)                     COMP
 KV6754  LAPLACE CORR    -          5.32  (seconds)                    DEFLEC18
 KV6754  DYNAMIC HEIGHT  -         43.430 (meters)      142.49  (feet) COMP
 KV6754  MODELED GRAVITY -    980,196.8   (mgal)                       NAVD 88
 KV6754
 KV6754  VERT ORDER      -  FIRST     CLASS II
 KV6754
 KV6754  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6754  Standards:
 KV6754         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6754            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6754  -------------------------------------------------------------------
 KV6754  NETWORK    0.47   0.57           0.17   0.21   0.29      0.00082712
 KV6754  -------------------------------------------------------------------
 KV6754  Click here for local accuracies and other accuracy information.
 KV6754
 KV6754.The horizontal coordinates were established by GPS observations
 KV6754.and adjusted by the National Geodetic Survey in June 2012.
 KV6754
 KV6754.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6754.been affixed to the stable North American tectonic plate. See 
 KV6754.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6754
 KV6754.The horizontal coordinates are valid at the epoch date displayed above
 KV6754.which is a decimal equivalence of Year/Month/Day.
 KV6754
 KV6754.The orthometric height was determined by differential leveling and
 KV6754.adjusted by the NATIONAL GEODETIC SURVEY
 KV6754.in February 2016.
 KV6754
 KV6754.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6754.GEOID18 height accuracy estimate available here.
 KV6754
 KV6754.Click photographs - Photos may exist for this station.
 KV6754
 KV6754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6754
 KV6754.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6754
 KV6754.The ellipsoidal height was determined by GPS observations
 KV6754.and is referenced to NAD 83.
 KV6754
 KV6754.The dynamic height is computed by dividing the NAVD 88
 KV6754.geopotential number by the normal gravity value computed on the
 KV6754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6754.degrees latitude (g = 980.6199 gals.).
 KV6754
 KV6754.The modeled gravity was interpolated from observed gravity values.
 KV6754
 KV6754. The following values were computed from the NAD 83(2011) position.
 KV6754
 KV6754;                    North         East     Units Scale Factor Converg.
 KV6754;SPC NJ       -   177,534.897   159,135.095   MT  0.99990103   +0 04 11.4
 KV6754;SPC NJ       -   582,462.41    522,095.72   sFT  0.99990103   +0 04 11.4
 KV6754;UTM  18      - 4,475,935.002   551,541.897   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 33.0
 KV6754:UTM  18      -  12 W 1                                   348 55 05.6
 KV6754
 KV6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5154175935(NAD 83)
 KV6754
 KV6754|---------------------------------------------------------------------|
 KV6754| PID    Reference Object                     Distance      Geod. Az  |
 KV6754|                                                           dddmmss.s |
 KV6754| KV6752 12 W 1                              478.846 METERS 3491844.4 |
 KV6754|---------------------------------------------------------------------|
 KV6754
 KV6754                          SUPERSEDED SURVEY CONTROL
 KV6754
 KV6754  NAD 83(2007)-  40 25 56.85270(N)    074 23 32.39222(W) AD(2002.00) 0
 KV6754  ELLIP H (02/10/07)   10.758  (m)                       GP(2002.00)    
 KV6754  ELLIP H (10/23/02)   10.756  (m)                       GP(       ) 4 1
 KV6754  NAD 83(1996)-  40 25 56.85298(N)    074 23 32.39247(W) AD(       ) 1
 KV6754  ELLIP H (05/14/99)   10.760  (m)                       GP(       ) 4 1
 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  NAVD 88 (03/16/93)   43.5    (m)  GEOID90  model used  GPS OBS        
 KV6754
 KV6754.Superseded values are not recommended for survey control.
 KV6754
 KV6754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6754.See file dsdata.pdf to determine how the superseded data were derived.
 KV6754
 KV6754_MARKER: DD = SURVEY DISK
 KV6754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6754_STAMPING: 12 X 1 1991
 KV6754_MARK LOGO: NJGS
 KV6754_PROJECTION: RECESSED 8 CENTIMETERS
 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 - December 06, 2022
 KV6754
 KV6754  HISTORY     - Date     Condition        Report By
 KV6754  HISTORY     - 1991     MONUMENTED       NJGS
 KV6754  HISTORY     - 19920203 GOOD
 KV6754  HISTORY     - 20150317 GOOD             NJGS
 KV6754  HISTORY     - 20221206 GOOD             NJGS
 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.
 KV6754
 KV6754                          STATION RECOVERY (2015)
 KV6754
 KV6754'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6754'RECOVERED IN GOOD CONDITION.
 KV6754'
 KV6754'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST
 KV6754'OF SOUTH AMBOY, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF JAMESBURG AND 4.9
 KV6754'MI (7.9 KM) SOUTHEAST OF NEW BRUNSWICK, IN EAST BRUNSWICK TOWNSHIP.
 KV6754'
 KV6754'THE STATION IS LOCATED IN THE CENTER GRASS MEDIAN OF SUMMERHILL ROAD
 KV6754'(COUNTY ROUTE 613), ABOUT 40 FT (12.2 M) NORTH OF THE CENTERLINE
 KV6754'EXTENDED OF THE BRUNSWICK HIGH SCHOOL ACCESS ROAD.
 KV6754
 KV6754                          STATION RECOVERY (2022)
 KV6754
 KV6754'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JR)
 KV6754'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6755 ***********************************************************************
 KV6755  DESIGNATION -  12 X 2
 KV6755  PID         -  KV6755
 KV6755  STATE/COUNTY-  NJ/MIDDLESEX
 KV6755  COUNTRY     -  US
 KV6755  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6755
 KV6755                         *CURRENT SURVEY CONTROL
 KV6755  ______________________________________________________________________
 KV6755* NAD 83(2011) POSITION- 40 23 05.62851(N) 074 26 38.43654(W)   ADJUSTED
 KV6755* NAD 83(2011) ELLIP HT-     7.368 (meters)        (06/27/12)   ADJUSTED
 KV6755* NAD 83(2011) EPOCH   -  2010.00
 KV6755* NAVD 88 ORTHO HEIGHT -    40.128 (meters)      131.65  (feet) ADJUSTED
 KV6755  ______________________________________________________________________
 KV6755  GEOID HEIGHT    -        -32.761 (meters)                     GEOID18
 KV6755  NAD 83(2011) X  -  1,304,730.633 (meters)                     COMP
 KV6755  NAD 83(2011) Y  - -4,686,916.408 (meters)                     COMP
 KV6755  NAD 83(2011) Z  -  4,110,637.263 (meters)                     COMP
 KV6755  LAPLACE CORR    -          5.85  (seconds)                    DEFLEC18
 KV6755  DYNAMIC HEIGHT  -         40.110 (meters)      131.59  (feet) COMP
 KV6755  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 KV6755
 KV6755  VERT ORDER      -  FIRST     CLASS II
 KV6755
 KV6755  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6755  Standards:
 KV6755         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6755            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6755  -------------------------------------------------------------------
 KV6755  NETWORK    0.49   0.61           0.18   0.22   0.31      0.01452017
 KV6755  -------------------------------------------------------------------
 KV6755  Click here for local accuracies and other accuracy information.
 KV6755
 KV6755.The horizontal coordinates were established by GPS observations
 KV6755.and adjusted by the National Geodetic Survey in June 2012.
 KV6755
 KV6755.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6755.been affixed to the stable North American tectonic plate. See 
 KV6755.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6755
 KV6755.The horizontal coordinates are valid at the epoch date displayed above
 KV6755.which is a decimal equivalence of Year/Month/Day.
 KV6755
 KV6755.The orthometric height was determined by differential leveling and
 KV6755.adjusted by the NATIONAL GEODETIC SURVEY
 KV6755.in May 2012.
 KV6755
 KV6755.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6755.GEOID18 height accuracy estimate available here.
 KV6755
 KV6755.Click photographs - Photos may exist for this station.
 KV6755
 KV6755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6755
 KV6755.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6755
 KV6755.The ellipsoidal height was determined by GPS observations
 KV6755.and is referenced to NAD 83.
 KV6755
 KV6755.The dynamic height is computed by dividing the NAVD 88
 KV6755.geopotential number by the normal gravity value computed on the
 KV6755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6755.degrees latitude (g = 980.6199 gals.).
 KV6755
 KV6755.The modeled gravity was interpolated from observed gravity values.
 KV6755
 KV6755. The following values were computed from the NAD 83(2011) position.
 KV6755
 KV6755;                    North         East     Units Scale Factor Converg.
 KV6755;SPC NJ       -   172,249.939   154,753.761   MT  0.99990028   +0 02 10.6
 KV6755;SPC NJ       -   565,123.34    507,721.30   sFT  0.99990028   +0 02 10.6
 KV6755;UTM  18      - 4,470,626.781   547,191.708   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4719170626(NAD 83)
 KV6755
 KV6755                          SUPERSEDED SURVEY CONTROL
 KV6755
 KV6755  NAD 83(2007)-  40 23 05.62883(N)    074 26 38.43714(W) AD(2002.00) 0
 KV6755  ELLIP H (02/10/07)    7.380  (m)                       GP(2002.00)    
 KV6755  ELLIP H (10/23/02)    7.383  (m)                       GP(       ) 4 1
 KV6755  NAD 83(1996)-  40 23 05.62909(N)    074 26 38.43736(W) AD(       ) 1
 KV6755  ELLIP H (05/14/99)    7.386  (m)                       GP(       ) 4 1
 KV6755  NAD 83(1986)-  40 23 05.62875(N)    074 26 38.43972(W) AD(       ) 1
 KV6755  NAVD 88 (03/16/93)   40.1    (m)  GEOID90  model used  GPS OBS        
 KV6755
 KV6755.Superseded values are not recommended for survey control.
 KV6755
 KV6755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6755.See file dsdata.pdf to determine how the superseded data were derived.
 KV6755
 KV6755_MARKER: DD = SURVEY DISK
 KV6755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - August 04, 2009
 KV6755
 KV6755  HISTORY     - Date     Condition        Report By
 KV6755  HISTORY     - 1991     MONUMENTED       NJGS
 KV6755  HISTORY     - 19920204 GOOD
 KV6755  HISTORY     - 20090804 GOOD             B2A
 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.
 KV6755
 KV6755                          STATION RECOVERY (2009)
 KV6755
 KV6755'RECOVERY NOTE BY B2A CONSULTANTS 2009 (BRB)
 KV6755'A MINIMUM OF A TWO FOOT EXTENSION WILL EXTEND OVER A RECENTLY
 KV6755'INSTALLED ADJACENT STREET SIGN ALLOWING BETTER SATELLITE VISIBILITY
 KV6755'ALTHOUGH THERE ARE MANY TALL AVENGREEN TREES TO THE SOUTH ABOUT 60
 KV6755'FEET AWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9190 ***********************************************************************
 AH9190  DESIGNATION -  12 X 3
 AH9190  PID         -  AH9190
 AH9190  STATE/COUNTY-  NJ/MIDDLESEX
 AH9190  COUNTRY     -  US
 AH9190  USGS QUAD   -  PLAINFIELD (2019)
 AH9190
 AH9190                         *CURRENT SURVEY CONTROL
 AH9190  ______________________________________________________________________
 AH9190* NAD 83(1986) POSITION- 40 34 17.94   (N) 074 27 08.46   (W)   HD_HELD1
 AH9190* NAVD 88 ORTHO HEIGHT -    21.330 (meters)       69.98  (feet) ADJUSTED
 AH9190  ______________________________________________________________________
 AH9190  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 AH9190  DYNAMIC HEIGHT  -         21.321 (meters)       69.95  (feet) COMP
 AH9190  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 AH9190
 AH9190  VERT ORDER      -  FIRST     CLASS II
 AH9190
 AH9190.The horizontal coordinates were determined by differentially corrected
 AH9190.hand held GPS observations or other comparable positioning techniques
 AH9190.and have an estimated accuracy of +/- 3 meters.
 AH9190
 AH9190.The orthometric height was determined by differential leveling and
 AH9190.adjusted by the NATIONAL GEODETIC SURVEY
 AH9190.in March 2001.
 AH9190
 AH9190.No vertical observational check was made to the station.
 AH9190
 AH9190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9190.GEOID18 height accuracy estimate available here.
 AH9190
 AH9190.Click photographs - Photos may exist for this station.
 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       -   192,985.2     154,034.5     MT  (+/- 3 meters HH1 GPS) 
 AH9190
 AH9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4635591352(NAD 83)
 AH9190
 AH9190                          SUPERSEDED SURVEY CONTROL
 AH9190
 AH9190.No superseded survey control is available for this station.
 AH9190
 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 NOT SUITABLE FOR
 AH9190+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 AH9190
 AH9190  HISTORY     - Date     Condition        Report By
 AH9190  HISTORY     - 1997     MONUMENTED       NJGS
 AH9190  HISTORY     - 20090503 GOOD             GEOCAC
 AH9190  HISTORY     - 20100427 GOOD             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.
 AH9190
 AH9190                          STATION RECOVERY (2009)
 AH9190
 AH9190'RECOVERY NOTE BY GEOCACHING 2009 (PR)
 AH9190'RECOVERED IN GOOD CONDITION.
 AH9190
 AH9190                          STATION RECOVERY (2010)
 AH9190
 AH9190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 AH9190'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7409 ***********************************************************************
 DM7409  DESIGNATION -  12 X 5
 DM7409  PID         -  DM7409
 DM7409  STATE/COUNTY-  NJ/MIDDLESEX
 DM7409  COUNTRY     -  US
 DM7409  USGS QUAD   -  PLAINFIELD (2019)
 DM7409
 DM7409                         *CURRENT SURVEY CONTROL
 DM7409  ______________________________________________________________________
 DM7409* NAD 83(1986) POSITION- 40 34 46.     (N) 074 26 12.     (W)   SCALED
 DM7409* NAVD 88 ORTHO HEIGHT -    22.348 (meters)       73.32  (feet) ADJUSTED
 DM7409  ______________________________________________________________________
 DM7409  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 DM7409  DYNAMIC HEIGHT  -         22.338 (meters)       73.29  (feet) COMP
 DM7409  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 DM7409
 DM7409  VERT ORDER      -  FIRST     CLASS II
 DM7409
 DM7409.The horizontal coordinates were scaled from a map and have
 DM7409.an estimated accuracy of +/- 6 seconds.
 DM7409
 DM7409.The orthometric height was determined by differential leveling and
 DM7409.adjusted by the NATIONAL GEODETIC SURVEY
 DM7409.in April 2013.
 DM7409
 DM7409.No vertical observational check was made to the station.
 DM7409
 DM7409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7409.GEOID18 height accuracy estimate available here.
 DM7409
 DM7409.Click photographs - Photos may exist for this station.
 DM7409
 DM7409.The dynamic height is computed by dividing the NAVD 88
 DM7409.geopotential number by the normal gravity value computed on the
 DM7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7409.degrees latitude (g = 980.6199 gals.).
 DM7409
 DM7409.The modeled gravity was interpolated from observed gravity values.
 DM7409
 DM7409;                    North         East    Units  Estimated Accuracy
 DM7409;SPC NJ       -   193,850.      155,360.      MT  (+/- 180 meters Scaled)
 DM7409
 DM7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK476922(NAD 83)
 DM7409
 DM7409                          SUPERSEDED SURVEY CONTROL
 DM7409
 DM7409.No superseded survey control is available for this station.
 DM7409
 DM7409_MARKER: DD = SURVEY DISK
 DM7409_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7409_SP_SET: MANHOLE CHAMBER
 DM7409_STAMPING: 12 X 5 2010
 DM7409_MARK LOGO: NJGS
 DM7409_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7409+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2016
 DM7409
 DM7409  HISTORY     - Date     Condition        Report By
 DM7409  HISTORY     - 20100606 MONUMENTED       NJGS
 DM7409  HISTORY     - 20161213 GOOD             PB
 DM7409
 DM7409                          STATION DESCRIPTION
 DM7409
 DM7409'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7409'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF BOUND
 DM7409'BROOK JUNCTION, 6.5 MI (10.5 KM) NORTH OF NEW BRUNSWICK AND 5.4 MI
 DM7409'(8.7 KM) EAST OF BOUND BROOK.
 DM7409'
 DM7409'THE STATION IS LOCATED IN SOUTH PLAINFIELD, SET IN A DRILL HOLE IN THE
 DM7409'NORTHWEST CORNER OF A 7 FT (2.1 M) BY 6 FT (1.8 M) CONCRETE MANHOLE
 DM7409'CHAMBER IN THE BLACKTOP SIDEWALK, FRONTING THE HARRIS STRUCTURAL STEEL
 DM7409'COMPANY (NUMBER 1640 NEW MARKET AVENUE) ON THE NORTH SIDE OF NEW
 DM7409'MARKET AVENUE, ABOUT 0.15 MI (0.2 KM) EAST OF NEW BRUNSWICK AVENUE AND
 DM7409'ABOUT 0.1 MI (0.2 KM) EAST OF ROOSEVELT AVENUE.
 DM7409'
 DM7409'THE STATION IS 28 FT (8.5 M) WEST OF POLE NUMBER PS1969SP, 97 FT (29.6
 DM7409'M) EAST OF POLE NUMBER 63930SP, 193 FT (58.8 M) WEST OF THE CENTERLINE
 DM7409'OF THE WEST RAILROAD TRACK SERVICING THE STEEL COMPANY.
 DM7409
 DM7409                          STATION RECOVERY (2016)
 DM7409
 DM7409'RECOVERY NOTE BY PBS&J 2016 (MJB)
 DM7409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0830 ***********************************************************************
 DQ0830  DESIGNATION -  12 X 6
 DQ0830  PID         -  DQ0830
 DQ0830  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0830  COUNTRY     -  US
 DQ0830  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0830
 DQ0830                         *CURRENT SURVEY CONTROL
 DQ0830  ______________________________________________________________________
 DQ0830* NAD 83(1986) POSITION- 40 24 22.64   (N) 074 16 44.39   (W)   HD_HELD1
 DQ0830* NAVD 88 ORTHO HEIGHT -    28.558 (meters)       93.69  (feet) ADJUSTED
 DQ0830  ______________________________________________________________________
 DQ0830  GEOID HEIGHT    -        -32.426 (meters)                     GEOID18
 DQ0830  DYNAMIC HEIGHT  -         28.546 (meters)       93.65  (feet) COMP
 DQ0830  MODELED GRAVITY -    980,217.3   (mgal)                       NAVD 88
 DQ0830
 DQ0830  VERT ORDER      -  FIRST     CLASS II
 DQ0830
 DQ0830.The horizontal coordinates were determined by differentially corrected
 DQ0830.hand held GPS observations or other comparable positioning techniques
 DQ0830.and have an estimated accuracy of +/- 3 meters.
 DQ0830
 DQ0830.The orthometric height was determined by differential leveling and
 DQ0830.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0830.in February 2016.
 DQ0830
 DQ0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0830.GEOID18 height accuracy estimate available here.
 DQ0830
 DQ0830.Click photographs - Photos may exist for this station.
 DQ0830
 DQ0830.The dynamic height is computed by dividing the NAVD 88
 DQ0830.geopotential number by the normal gravity value computed on the
 DQ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0830.degrees latitude (g = 980.6199 gals.).
 DQ0830
 DQ0830.The modeled gravity was interpolated from observed gravity values.
 DQ0830
 DQ0830;                    North         East    Units  Estimated Accuracy
 DQ0830;SPC NJ       -   174,647.1     168,758.1     MT  (+/- 3 meters HH1 GPS) 
 DQ0830
 DQ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6117873102(NAD 83)
 DQ0830
 DQ0830                          SUPERSEDED SURVEY CONTROL
 DQ0830
 DQ0830.No superseded survey control is available for this station.
 DQ0830
 DQ0830_MARKER: DD = SURVEY DISK
 DQ0830_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ0830_SP_SET: CURB
 DQ0830_STAMPING: 12 X 6 2015
 DQ0830_MARK LOGO: NJGS
 DQ0830_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0830+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0830
 DQ0830  HISTORY     - Date     Condition        Report By
 DQ0830  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0830
 DQ0830                          STATION DESCRIPTION
 DQ0830
 DQ0830'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0830'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH OF SOUTH AMBOY
 DQ0830'JUNCTION, 5.0 MI (8.0 KM) SOUTH OF SOUTH AMBOY AND 4.6 MI (7.4 KM)
 DQ0830'WEST-SOUTHWEST OF KEYPORT, IN OLD BRIDGE TOWNSHIP.
 DQ0830'
 DQ0830'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0830'HIGHWAY 79) AND NEW BRUNSWICK AVENUE/OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0830'ROUTE 516), GO 2.3 MI (3.7 KM) EAST ON COUNTY ROUTE 516 TO THE STATION
 DQ0830'ON THE LEFT, STATION IS SET IN A DRILL HOLE IN THE CURB ON THE
 DQ0830'SOUTHEAST CORNER OF THE JUNCTION OF OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0830'ROUTE 516) AND BENNETT ROAD.
 DQ0830'
 DQ0830'IT IS 30.2 FT (9.2 M) SOUTH OF THE CENTERLINE OF OLD BRIDGE-MATAWAN
 DQ0830'ROAD (COUNTY ROUTE 516), 31.3 FT (9.5 M) EAST OF THE CENTERLINE OF
 DQ0830'BENNETT ROAD, 8.8 FT (2.7 M) WEST OF POLE NUMBER BT40511MAD, 75.8 FT
 DQ0830'(23.1 M) NORTHEAST OF POLE NUMBER JC1991OB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6756 ***********************************************************************
 KV6756  DESIGNATION -  12 Y 1
 KV6756  PID         -  KV6756
 KV6756  STATE/COUNTY-  NJ/MIDDLESEX
 KV6756  COUNTRY     -  US
 KV6756  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6756
 KV6756                         *CURRENT SURVEY CONTROL
 KV6756  ______________________________________________________________________
 KV6756* NAD 83(2011) POSITION- 40 25 57.85440(N) 074 25 23.34051(W)   ADJUSTED
 KV6756* NAD 83(2011) ELLIP HT-     3.393 (meters)        (06/27/12)   ADJUSTED
 KV6756* NAD 83(2011) EPOCH   -  2010.00
 KV6756* NAVD 88 ORTHO HEIGHT -    36.2   (meters)      119.    (feet) GPS OBS
 KV6756  ______________________________________________________________________
 KV6756  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6756  GEOID HEIGHT    -        -32.910 (meters)                     GEOID90
 KV6756  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 KV6756  NAD 83(2011) X  -  1,305,511.400 (meters)                     COMP
 KV6756  NAD 83(2011) Y  - -4,683,120.990 (meters)                     COMP
 KV6756  NAD 83(2011) Z  -  4,114,679.704 (meters)                     COMP
 KV6756  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 KV6756
 KV6756  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6756  Standards:
 KV6756         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6756            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6756  -------------------------------------------------------------------
 KV6756  NETWORK    0.47   0.57           0.17   0.21   0.29     -0.00810953
 KV6756  -------------------------------------------------------------------
 KV6756  Click here for local accuracies and other accuracy information.
 KV6756
 KV6756.The horizontal coordinates were established by GPS observations
 KV6756.and adjusted by the National Geodetic Survey in June 2012.
 KV6756
 KV6756.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6756.been affixed to the stable North American tectonic plate. See 
 KV6756.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6756
 KV6756.The horizontal coordinates are valid at the epoch date displayed above
 KV6756.which is a decimal equivalence of Year/Month/Day.
 KV6756
 KV6756.The orthometric height was determined by GPS observations and a
 KV6756.high-resolution geoid model.
 KV6756
 KV6756.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6756.GEOID18 height accuracy estimate available here.
 KV6756
 KV6756.Click photographs - Photos may exist for this station.
 KV6756
 KV6756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6756
 KV6756.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6756
 KV6756.The ellipsoidal height was determined by GPS observations
 KV6756.and is referenced to NAD 83.
 KV6756
 KV6756. The following values were computed from the NAD 83(2011) position.
 KV6756
 KV6756;                    North         East     Units Scale Factor Converg.
 KV6756;SPC NJ       -   177,563.071   156,520.241   MT  0.99990052   +0 02 59.4
 KV6756;SPC NJ       -   582,554.84    513,516.82   sFT  0.99990052   +0 02 59.4
 KV6756;UTM  18      - 4,475,948.372   548,927.630   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4892775948(NAD 83)
 KV6756
 KV6756|---------------------------------------------------------------------|
 KV6756| PID    Reference Object                     Distance      Geod. Az  |
 KV6756|                                                           dddmmss.s |
 KV6756| KV6758 12 Z 1                              390.358 METERS 09310     |
 KV6756|---------------------------------------------------------------------|
 KV6756
 KV6756                          SUPERSEDED SURVEY CONTROL
 KV6756
 KV6756  NAD 83(2007)-  40 25 57.85473(N)    074 25 23.34116(W) AD(2002.00) 0
 KV6756  ELLIP H (02/10/07)    3.403  (m)                       GP(2002.00)    
 KV6756  ELLIP H (10/23/02)    3.403  (m)                       GP(       ) 4 1
 KV6756  NAD 83(1996)-  40 25 57.85499(N)    074 25 23.34134(W) AD(       ) 1
 KV6756  ELLIP H (05/14/99)    3.407  (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
 KV6756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6756.See file dsdata.pdf to determine how the superseded data were derived.
 KV6756
 KV6756_MARKER: DD = SURVEY DISK
 KV6756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20070125 MARK NOT FOUND   AASCO
 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.
 KV6756
 KV6756                          STATION RECOVERY (2007)
 KV6756
 KV6756'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 KV6756'MONUMENT WAS DESTROYED BY ROAD CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9607 ***********************************************************************
 DJ9607  DESIGNATION -  12 Y 1 RESET
 DJ9607  PID         -  DJ9607
 DJ9607  STATE/COUNTY-  NJ/MIDDLESEX
 DJ9607  COUNTRY     -  US
 DJ9607  USGS QUAD   -  NEW BRUNSWICK (2019)
 DJ9607
 DJ9607                         *CURRENT SURVEY CONTROL
 DJ9607  ______________________________________________________________________
 DJ9607* NAD 83(2011) POSITION- 40 25 57.55614(N) 074 25 23.22040(W)   ADJUSTED
 DJ9607* NAD 83(2011) ELLIP HT-     3.067 (meters)        (06/27/12)   ADJUSTED
 DJ9607* NAD 83(2011) EPOCH   -  2010.00
 DJ9607* NAVD 88 ORTHO HEIGHT -    35.8   (meters)      117.    (feet) GPS OBS
 DJ9607  ______________________________________________________________________
 DJ9607  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ9607  GEOID HEIGHT    -        -32.777 (meters)                     GEOID03
 DJ9607  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 DJ9607  NAD 83(2011) X  -  1,305,515.663 (meters)                     COMP
 DJ9607  NAD 83(2011) Y  - -4,683,125.738 (meters)                     COMP
 DJ9607  NAD 83(2011) Z  -  4,114,672.490 (meters)                     COMP
 DJ9607  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 DJ9607
 DJ9607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ9607  Standards:
 DJ9607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ9607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ9607  -------------------------------------------------------------------
 DJ9607  NETWORK    0.70   0.73           0.32   0.24   0.37      0.04895960
 DJ9607  -------------------------------------------------------------------
 DJ9607  Click here for local accuracies and other accuracy information.
 DJ9607
 DJ9607.The horizontal coordinates were established by GPS observations
 DJ9607.and adjusted by the National Geodetic Survey in June 2012.
 DJ9607
 DJ9607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ9607.been affixed to the stable North American tectonic plate. See 
 DJ9607.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ9607
 DJ9607.The horizontal coordinates are valid at the epoch date displayed above
 DJ9607.which is a decimal equivalence of Year/Month/Day.
 DJ9607
 DJ9607.The orthometric height was determined by GPS observations and a
 DJ9607.high-resolution geoid model.
 DJ9607
 DJ9607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9607.GEOID18 height accuracy estimate available here.
 DJ9607
 DJ9607.Click photographs - Photos may exist for this station.
 DJ9607
 DJ9607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9607
 DJ9607.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ9607
 DJ9607.The ellipsoidal height was determined by GPS observations
 DJ9607.and is referenced to NAD 83.
 DJ9607
 DJ9607. The following values were computed from the NAD 83(2011) position.
 DJ9607
 DJ9607;                    North         East     Units Scale Factor Converg.
 DJ9607;SPC NJ       -   177,553.874   156,523.079   MT  0.99990052   +0 02 59.5
 DJ9607;SPC NJ       -   582,524.67    513,526.14   sFT  0.99990052   +0 02 59.5
 DJ9607;UTM  18      - 4,475,939.194   548,930.520   MT  0.99962947   +0 22 26.9
 DJ9607
 DJ9607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9607!SPC NJ       -   0.99999952  x   0.99990052  =   0.99990004
 DJ9607!UTM  18      -   0.99999952  x   0.99962947  =   0.99962899
 DJ9607
 DJ9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4893075939(NAD 83)
 DJ9607
 DJ9607|---------------------------------------------------------------------|
 DJ9607| PID    Reference Object                     Distance      Geod. Az  |
 DJ9607|                                                           dddmmss.s |
 DJ9607| KV6758 12 Z 1                              387.129 METERS 09150     |
 DJ9607|---------------------------------------------------------------------|
 DJ9607
 DJ9607                          SUPERSEDED SURVEY CONTROL
 DJ9607
 DJ9607  NAD 83(2007)-  40 25 57.55629(N)    074 25 23.22122(W) AD(2002.00) 1
 DJ9607  ELLIP H (11/16/07)    3.077  (m)                       GP(2002.00) 4 1
 DJ9607
 DJ9607.Superseded values are not recommended for survey control.
 DJ9607
 DJ9607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9607.See file dsdata.pdf to determine how the superseded data were derived.
 DJ9607
 DJ9607_MARKER: DD = SURVEY DISK
 DJ9607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9607_STAMPING: 12 Y 1 RESET 2007
 DJ9607_MARK LOGO: LOCSUR
 DJ9607_PROJECTION: FLUSH
 DJ9607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ9607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9607+STABILITY: SURFACE MOTION
 DJ9607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9607+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2007
 DJ9607
 DJ9607  HISTORY     - Date     Condition        Report By
 DJ9607  HISTORY     - 20070131 MONUMENTED       AASCO
 DJ9607
 DJ9607                          STATION DESCRIPTION
 DJ9607
 DJ9607'DESCRIBED BY ATLANTIS AERIAL SURVEY COMPANY 2007
 DJ9607'THE MARK IS LOCATED IN EAST BRUNSWICK TOWNSHIP, NJ, ON THE EASTERLY
 DJ9607'SIDE OF COUNTY ROAD 617, ALSO KNOWN AS RYDERS LANE, 4.6 MI (7.4 KM)
 DJ9607'SOUTH SOUTHEAST OF THE RAILWAY STATION AT NEW BRUNSWICK, 3.9 MI (6.3
 DJ9607'KM) NORTH OF HELMETTA, 8.0 MI (12.9 KM) SOUTHWEST FROM SOUTH AMBOY.
 DJ9607'OWNERSHIP--MIDDLESEX COUNTY DEPARTMENT OF PUBLIC WORKS.
 DJ9607'
 DJ9607'TO REACH THE MARK FROM THE INTERSECTION OF DUNHAMS CORNER ROAD AND
 DJ9607'RYDERS LANE PROCEED 0.6 MI (1.0 KM) NORTH TO THE MARK ON THE RIGHT, IN
 DJ9607'FRONT OF SAINT BARTHOLOMEWS CHURCH PROPERTY.  THE MARK IS BETWEEN THE
 DJ9607'CURB AND THE SIDEWALK, 75.4 FT (23.0 M) SOUTHERLY FROM THE CENTERLINE
 DJ9607'OF THE ROADWAY AT THE NORTHERLY SIDE OF THE CHURCH PROPERTY LEADING
 DJ9607'INTO THE CHURCH PARKING AREA, 34.7 FT (10.6 M) EASTERLY FROM THE
 DJ9607'CENTERLINE OF RYDERS LANE, 39.5 FT (12.0 M) SOUTHERLY FROM A NAIL IN
 DJ9607'THE FACE OF UTILITY POLE 65537EB ON THE CHURCH PROPERTY, 7.4 FT (2.3
 DJ9607'M) NORTHWESTERLY FROM AN X-CUT IN A FIRE HYDRANT CAP BOLT, 18.7 FT
 DJ9607'(5.7 M) SOUTHEASTERLY FROM A MAG NAIL SET IN THE EASTERLY CURB OF
 DJ9607'RYDERS LANE, 1.3 FT (0.4 M) EASTERLY FROM ANOTHER MAG NAIL SET IN THE
 DJ9607'EASTERLY CURB OF RYDERS LANE.  THE MARK IS A 3 INCH (8 CM) BRASS SET
 DJ9607'IN A 12-INCH (30 CM) ROUND, POURED IN PLACE CONCRETE MASS FLUSH WITH
 DJ9607'THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6757 ***********************************************************************
 KV6757  DESIGNATION -  12 Y 2
 KV6757  PID         -  KV6757
 KV6757  STATE/COUNTY-  NJ/MIDDLESEX
 KV6757  COUNTRY     -  US
 KV6757  USGS QUAD   -  SOUTH AMBOY (2019)
 KV6757
 KV6757                         *CURRENT SURVEY CONTROL
 KV6757  ______________________________________________________________________
 KV6757* NAD 83(2011) POSITION- 40 25 42.62985(N) 074 21 54.55524(W)   ADJUSTED
 KV6757* NAD 83(2011) ELLIP HT-   -18.689 (meters)        (06/27/12)   ADJUSTED
 KV6757* NAD 83(2011) EPOCH   -  2010.00
 KV6757* NAVD 88 ORTHO HEIGHT -    13.9   (meters)       46.    (feet) GPS OBS
 KV6757  ______________________________________________________________________
 KV6757  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6757  GEOID HEIGHT    -        -32.760 (meters)                     GEOID90
 KV6757  GEOID HEIGHT    -        -32.625 (meters)                     GEOID18
 KV6757  NAD 83(2011) X  -  1,310,328.625 (meters)                     COMP
 KV6757  NAD 83(2011) Y  - -4,682,074.222 (meters)                     COMP
 KV6757  NAD 83(2011) Z  -  4,114,307.924 (meters)                     COMP
 KV6757  LAPLACE CORR    -          4.74  (seconds)                    DEFLEC18
 KV6757
 KV6757  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6757  Standards:
 KV6757         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6757            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6757  -------------------------------------------------------------------
 KV6757  NETWORK    0.48   0.59           0.18   0.21   0.30     -0.02175038
 KV6757  -------------------------------------------------------------------
 KV6757  Click here for local accuracies and other accuracy information.
 KV6757
 KV6757.The horizontal coordinates were established by GPS observations
 KV6757.and adjusted by the National Geodetic Survey in June 2012.
 KV6757
 KV6757.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6757.been affixed to the stable North American tectonic plate. See 
 KV6757.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6757
 KV6757.The horizontal coordinates are valid at the epoch date displayed above
 KV6757.which is a decimal equivalence of Year/Month/Day.
 KV6757
 KV6757.The orthometric height was determined by GPS observations and a
 KV6757.high-resolution geoid model.
 KV6757
 KV6757.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6757.GEOID18 height accuracy estimate available here.
 KV6757
 KV6757.Click photographs - Photos may exist for this station.
 KV6757
 KV6757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6757
 KV6757.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6757
 KV6757.The ellipsoidal height was determined by GPS observations
 KV6757.and is referenced to NAD 83.
 KV6757
 KV6757. The following values were computed from the NAD 83(2011) position.
 KV6757
 KV6757;                    North         East     Units Scale Factor Converg.
 KV6757;SPC NJ       -   177,099.408   161,441.557   MT  0.99990161   +0 05 14.8
 KV6757;SPC NJ       -   581,033.64    529,662.84   sFT  0.99990161   +0 05 14.8
 KV6757;UTM  18      - 4,475,512.686   553,850.170   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5385075512(NAD 83)
 KV6757
 KV6757|---------------------------------------------------------------------|
 KV6757| PID    Reference Object                     Distance      Geod. Az  |
 KV6757|                                                           dddmmss.s |
 KV6757| KV6759 12 Z 2                              385.712 METERS 08309     |
 KV6757|---------------------------------------------------------------------|
 KV6757
 KV6757                          SUPERSEDED SURVEY CONTROL
 KV6757
 KV6757  NAD 83(2007)-  40 25 42.63018(N)    074 21 54.55586(W) AD(2002.00) 0
 KV6757  ELLIP H (02/10/07)  -18.678  (m)                       GP(2002.00)    
 KV6757  ELLIP H (10/23/02)  -18.679  (m)                       GP(       ) 4 1
 KV6757  NAD 83(1996)-  40 25 42.63046(N)    074 21 54.55610(W) AD(       ) 1
 KV6757  ELLIP H (05/14/99)  -18.675  (m)                       GP(       ) 4 1
 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
 KV6757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6757.See file dsdata.pdf to determine how the superseded data were derived.
 KV6757
 KV6757_MARKER: DD = SURVEY DISK
 KV6757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 AH9191 ***********************************************************************
 AH9191  DESIGNATION -  12 Y 3
 AH9191  PID         -  AH9191
 AH9191  STATE/COUNTY-  NJ/MIDDLESEX
 AH9191  COUNTRY     -  US
 AH9191  USGS QUAD   -  PLAINFIELD (2019)
 AH9191
 AH9191                         *CURRENT SURVEY CONTROL
 AH9191  ______________________________________________________________________
 AH9191* NAD 83(1986) POSITION- 40 33 19.0    (N) 074 26 44.8    (W)   HD_HELD2
 AH9191* NAVD 88 ORTHO HEIGHT -    30.639 (meters)      100.52  (feet) ADJUSTED
 AH9191  ______________________________________________________________________
 AH9191  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 AH9191  DYNAMIC HEIGHT  -         30.625 (meters)      100.48  (feet) COMP
 AH9191  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 AH9191
 AH9191  VERT ORDER      -  FIRST     CLASS II
 AH9191
 AH9191.The horizontal coordinates were established by autonomous hand held GPS
 AH9191.observations and have an estimated accuracy of +/- 10 meters.
 AH9191
 AH9191.The orthometric height was determined by differential leveling and
 AH9191.adjusted by the NATIONAL GEODETIC SURVEY
 AH9191.in March 2001.
 AH9191
 AH9191.No vertical observational check was made to the station.
 AH9191
 AH9191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9191.GEOID18 height accuracy estimate available here.
 AH9191
 AH9191.Click photographs - Photos may exist for this station.
 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       -   191,168.      154,592.      MT  (+/- 10 meters HH2 GPS)
 AH9191
 AH9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4692289538(NAD 83)
 AH9191
 AH9191                          SUPERSEDED SURVEY CONTROL
 AH9191
 AH9191.No superseded survey control is available for this station.
 AH9191
 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 - April 27, 2010
 AH9191
 AH9191  HISTORY     - Date     Condition        Report By
 AH9191  HISTORY     - 1997     MONUMENTED       NJGS
 AH9191  HISTORY     - 20100427 GOOD             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.
 AH9191
 AH9191                          STATION RECOVERY (2010)
 AH9191
 AH9191'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 AH9191'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7410 ***********************************************************************
 DM7410  DESIGNATION -  12 Y 5
 DM7410  PID         -  DM7410
 DM7410  STATE/COUNTY-  NJ/MIDDLESEX
 DM7410  COUNTRY     -  US
 DM7410  USGS QUAD   -  PLAINFIELD (2019)
 DM7410
 DM7410                         *CURRENT SURVEY CONTROL
 DM7410  ______________________________________________________________________
 DM7410* NAD 83(1986) POSITION- 40 34 41.     (N) 074 26 46.     (W)   SCALED
 DM7410* NAVD 88 ORTHO HEIGHT -    17.876 (meters)       58.65  (feet) ADJUSTED
 DM7410  ______________________________________________________________________
 DM7410  GEOID HEIGHT    -        -32.982 (meters)                     GEOID18
 DM7410  DYNAMIC HEIGHT  -         17.868 (meters)       58.62  (feet) COMP
 DM7410  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 DM7410
 DM7410  VERT ORDER      -  FIRST     CLASS II
 DM7410
 DM7410.The horizontal coordinates were scaled from a map and have
 DM7410.an estimated accuracy of +/- 6 seconds.
 DM7410
 DM7410.The orthometric height was determined by differential leveling and
 DM7410.adjusted by the NATIONAL GEODETIC SURVEY
 DM7410.in April 2013.
 DM7410
 DM7410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7410.GEOID18 height accuracy estimate available here.
 DM7410
 DM7410.Click photographs - Photos may exist for this station.
 DM7410
 DM7410.The dynamic height is computed by dividing the NAVD 88
 DM7410.geopotential number by the normal gravity value computed on the
 DM7410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7410.degrees latitude (g = 980.6199 gals.).
 DM7410
 DM7410.The modeled gravity was interpolated from observed gravity values.
 DM7410
 DM7410;                    North         East    Units  Estimated Accuracy
 DM7410;SPC NJ       -   193,700.      154,560.      MT  (+/- 180 meters Scaled)
 DM7410
 DM7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK468920(NAD 83)
 DM7410
 DM7410                          SUPERSEDED SURVEY CONTROL
 DM7410
 DM7410.No superseded survey control is available for this station.
 DM7410
 DM7410_MARKER: DD = SURVEY DISK
 DM7410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7410_SP_SET: CULVERT
 DM7410_STAMPING: 12 Y 5 2010
 DM7410_MARK LOGO: NJGS
 DM7410_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7410+STABILITY: SURFACE MOTION
 DM7410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7410+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2010
 DM7410
 DM7410  HISTORY     - Date     Condition        Report By
 DM7410  HISTORY     - 20100606 MONUMENTED       NJGS
 DM7410
 DM7410                          STATION DESCRIPTION
 DM7410
 DM7410'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7410'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7410'THE  SOUTHEAST CORNER OF AN U-SHAPED CONCRETE CULVERT ON THE NORTH
 DM7410'SIDE OF LAKEVIEW AVENUE IN A COUNTY PARK, ABOUT 0.1 MI (0.2 KM)
 DM7410'NORTHEAST FROM BROOK HOLLOW ROAD.
 DM7410'
 DM7410'THE STATION IS 40 FT (12.2 M) NORTH OF THE CENTERLINE OF LAKEVIEW
 DM7410'AVENUE, 54 FT (16.5 M) EAST OF POLE NUMBER 1946PC, 71 FT (21.6 M) WEST
 DM7410'OF POLE NUMBER 1947PC, 95 FT (29.0 M) WEST OF THE CENTERLINE OF THE
 DM7410'DRIVEWAY TO THE PARK PARKING LOT (OPPOSITE HOUSE NUMBER 70 LAKEVIEW
 DM7410'AVENUE), 39 FT (11.9 M) WEST-NORTHWEST OF A FIRE HYDRANT, ABOUT 2 FT
 DM7410'(0.6 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0831 ***********************************************************************
 DQ0831  DESIGNATION -  12 Y 6
 DQ0831  PID         -  DQ0831
 DQ0831  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0831  COUNTRY     -  US
 DQ0831  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0831
 DQ0831                         *CURRENT SURVEY CONTROL
 DQ0831  ______________________________________________________________________
 DQ0831* NAD 83(1986) POSITION- 40 24 11.71   (N) 074 17 45.98   (W)   HD_HELD1
 DQ0831* NAVD 88 ORTHO HEIGHT -    28.795 (meters)       94.47  (feet) ADJUSTED
 DQ0831  ______________________________________________________________________
 DQ0831  GEOID HEIGHT    -        -32.449 (meters)                     GEOID18
 DQ0831  DYNAMIC HEIGHT  -         28.783 (meters)       94.43  (feet) COMP
 DQ0831  MODELED GRAVITY -    980,215.1   (mgal)                       NAVD 88
 DQ0831
 DQ0831  VERT ORDER      -  FIRST     CLASS II
 DQ0831
 DQ0831.The horizontal coordinates were determined by differentially corrected
 DQ0831.hand held GPS observations or other comparable positioning techniques
 DQ0831.and have an estimated accuracy of +/- 3 meters.
 DQ0831
 DQ0831.The orthometric height was determined by differential leveling and
 DQ0831.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0831.in February 2016.
 DQ0831
 DQ0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0831.GEOID18 height accuracy estimate available here.
 DQ0831
 DQ0831.Click photographs - Photos may exist for this station.
 DQ0831
 DQ0831.The dynamic height is computed by dividing the NAVD 88
 DQ0831.geopotential number by the normal gravity value computed on the
 DQ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0831.degrees latitude (g = 980.6199 gals.).
 DQ0831
 DQ0831.The modeled gravity was interpolated from observed gravity values.
 DQ0831
 DQ0831;                    North         East    Units  Estimated Accuracy
 DQ0831;SPC NJ       -   174,306.5     167,306.8     MT  (+/- 3 meters HH1 GPS) 
 DQ0831
 DQ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5972972753(NAD 83)
 DQ0831
 DQ0831                          SUPERSEDED SURVEY CONTROL
 DQ0831
 DQ0831.No superseded survey control is available for this station.
 DQ0831
 DQ0831_MARKER: DD = SURVEY DISK
 DQ0831_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ0831+WITH SETTING: PAVEMENT
 DQ0831_SP_SET: TRAFFIC SIGNAL BASE
 DQ0831_STAMPING: 12 Y 6 2015
 DQ0831_MARK LOGO: NJGS
 DQ0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0831+STABILITY: SURFACE MOTION
 DQ0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0831+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0831
 DQ0831  HISTORY     - Date     Condition        Report By
 DQ0831  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0831
 DQ0831                          STATION DESCRIPTION
 DQ0831
 DQ0831'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0831'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF SOUTH AMBOY
 DQ0831'JUNCTION, 5.5 MI (8.8 KM) WEST-SOUTHWEST OF KEYPORT AND 5.1 MI (8.2
 DQ0831'KM) SOUTH OF SOUTH AMBOY, IN OLD BRIDGE TOWNSHIP.
 DQ0831'
 DQ0831'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0831'HIGHWAY 79) AND NEW BRUNSWICK AVENUE/OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0831'ROUTE 516), GO 3.25 MI (5.2 KM) EAST ON COUNTY ROUTE 516 TO THE
 DQ0831'STATION ON THE RIGHT, STATION IS SET IN A DRILL HOLE IN THE NORTHEAST
 DQ0831'CORNER OF A TRAFFIC SIGNAL BASE ON THE NORTHWEST CORNER OF THE
 DQ0831'JUNCTION OF OLD BRIDGE-MATAWAN ROAD (COUNTY ROUTE 516) AND COTTRELL
 DQ0831'ROAD (COUNTY ROUTE 687).
 DQ0831'
 DQ0831'IT IS 65.7 FT (20.0 M) WEST OF THE CENTERLINE OF COTTRELL ROAD, 49.5
 DQ0831'FT (15.1 M) EAST OF POLE NUMBER BT3786MAD, 10.2 FT (3.1 M)
 DQ0831'SOUTH-SOUTHEAST OF THE OLD BRIDGE TOWNSHIP MUNICIPAL SIGN, 10.5 FT
 DQ0831'(3.2 M) EAST OF A 6 FT (1.8 M) HIGH ALUMINUM ELECTRICAL BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6758 ***********************************************************************
 KV6758  DESIGNATION -  12 Z 1
 KV6758  PID         -  KV6758
 KV6758  STATE/COUNTY-  NJ/MIDDLESEX
 KV6758  COUNTRY     -  US
 KV6758  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6758
 KV6758                         *CURRENT SURVEY CONTROL
 KV6758  ______________________________________________________________________
 KV6758* NAD 83(2011) POSITION- 40 25 57.15566(N) 074 25 06.80421(W)   ADJUSTED
 KV6758* NAD 83(2011) ELLIP HT-     5.177 (meters)        (06/27/12)   ADJUSTED
 KV6758* NAD 83(2011) EPOCH   -  2010.00
 KV6758* NAVD 88 ORTHO HEIGHT -    37.9   (meters)      124.    (feet) GPS OBS
 KV6758  ______________________________________________________________________
 KV6758  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6758  GEOID HEIGHT    -        -32.890 (meters)                     GEOID90
 KV6758  GEOID HEIGHT    -        -32.766 (meters)                     GEOID18
 KV6758  NAD 83(2011) X  -  1,305,890.962 (meters)                     COMP
 KV6758  NAD 83(2011) Y  - -4,683,031.084 (meters)                     COMP
 KV6758  NAD 83(2011) Z  -  4,114,664.455 (meters)                     COMP
 KV6758  LAPLACE CORR    -          5.69  (seconds)                    DEFLEC18
 KV6758
 KV6758  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6758  Standards:
 KV6758         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6758            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6758  -------------------------------------------------------------------
 KV6758  NETWORK    0.82   0.74           0.35   0.32   0.38     -0.04880294
 KV6758  -------------------------------------------------------------------
 KV6758  Click here for local accuracies and other accuracy information.
 KV6758
 KV6758.The horizontal coordinates were established by GPS observations
 KV6758.and adjusted by the National Geodetic Survey in June 2012.
 KV6758
 KV6758.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6758.been affixed to the stable North American tectonic plate. See 
 KV6758.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6758
 KV6758.The horizontal coordinates are valid at the epoch date displayed above
 KV6758.which is a decimal equivalence of Year/Month/Day.
 KV6758
 KV6758.The orthometric height was determined by GPS observations and a
 KV6758.high-resolution geoid model.
 KV6758
 KV6758.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6758.GEOID18 height accuracy estimate available here.
 KV6758
 KV6758.Click photographs - Photos may exist for this station.
 KV6758
 KV6758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6758
 KV6758.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6758
 KV6758.The ellipsoidal height was determined by GPS observations
 KV6758.and is referenced to NAD 83.
 KV6758
 KV6758. The following values were computed from the NAD 83(2011) position.
 KV6758
 KV6758;                    North         East     Units Scale Factor Converg.
 KV6758;SPC NJ       -   177,541.869   156,909.984   MT  0.99990059   +0 03 10.2
 KV6758;SPC NJ       -   582,485.28    514,795.51   sFT  0.99990059   +0 03 10.2
 KV6758;UTM  18      - 4,475,929.382   549,317.382   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4931775929(NAD 83)
 KV6758
 KV6758|---------------------------------------------------------------------|
 KV6758| PID    Reference Object                     Distance      Geod. Az  |
 KV6758|                                                           dddmmss.s |
 KV6758| DJ9607 12 Y 1 RESET                        387.129 METERS 27150     |
 KV6758|---------------------------------------------------------------------|
 KV6758
 KV6758                          SUPERSEDED SURVEY CONTROL
 KV6758
 KV6758  NAD 83(2007)-  40 25 57.15589(N)    074 25 06.80510(W) AD(2002.00) 0
 KV6758  ELLIP H (02/10/07)    5.187  (m)                       GP(2002.00)    
 KV6758  ELLIP H (10/23/02)    5.187  (m)                       GP(       ) 4 1
 KV6758  NAD 83(1996)-  40 25 57.15616(N)    074 25 06.80531(W) AD(       ) 1
 KV6758  ELLIP H (05/14/99)    5.190  (m)                       GP(       ) 4 1
 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
 KV6758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6758.See file dsdata.pdf to determine how the superseded data were derived.
 KV6758
 KV6758_MARKER: DD = SURVEY DISK
 KV6758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - January 25, 2007
 KV6758
 KV6758  HISTORY     - Date     Condition        Report By
 KV6758  HISTORY     - 1991     MONUMENTED       NJGS
 KV6758  HISTORY     - 19920214 GOOD
 KV6758  HISTORY     - 20070115 GOOD             AASCO
 KV6758  HISTORY     - 20070125 GOOD             AASCO
 KV6758  HISTORY     - 20210511 MARK NOT FOUND   NJGS
 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.
 KV6758
 KV6758                          STATION RECOVERY (2007)
 KV6758
 KV6758'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 KV6758'RECOVERED AS DESCRIBED
 KV6758
 KV6758                          STATION RECOVERY (2007)
 KV6758
 KV6758'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 KV6758'RECOVERED IN GOOD CONDITION.
 KV6758
 KV6758                          STATION RECOVERY (2021)
 KV6758
 KV6758'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV6758'NOT FOUND, LOOKS LIKE AREA HAS BEEN LEVELED AND REGRADED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6759 ***********************************************************************
 KV6759  DESIGNATION -  12 Z 2
 KV6759  PID         -  KV6759
 KV6759  STATE/COUNTY-  NJ/MIDDLESEX
 KV6759  COUNTRY     -  US
 KV6759  USGS QUAD   -  SOUTH AMBOY (2019)
 KV6759
 KV6759                         *CURRENT SURVEY CONTROL
 KV6759  ______________________________________________________________________
 KV6759* NAD 83(2011) POSITION- 40 25 44.12235(N) 074 21 38.30871(W)   ADJUSTED
 KV6759* NAD 83(2011) ELLIP HT-   -25.651 (meters)        (06/27/12)   ADJUSTED
 KV6759* NAD 83(2011) EPOCH   -  2010.00
 KV6759* NAVD 88 ORTHO HEIGHT -     7.0   (meters)       23.    (feet) GPS OBS
 KV6759  ______________________________________________________________________
 KV6759  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6759  GEOID HEIGHT    -        -32.750 (meters)                     GEOID90
 KV6759  GEOID HEIGHT    -        -32.615 (meters)                     GEOID18
 KV6759  NAD 83(2011) X  -  1,310,687.930 (meters)                     COMP
 KV6759  NAD 83(2011) Y  - -4,681,937.146 (meters)                     COMP
 KV6759  NAD 83(2011) Z  -  4,114,338.452 (meters)                     COMP
 KV6759  LAPLACE CORR    -          4.74  (seconds)                    DEFLEC18
 KV6759
 KV6759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6759  Standards:
 KV6759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6759  -------------------------------------------------------------------
 KV6759  NETWORK    0.47   0.57           0.17   0.21   0.29     -0.00763394
 KV6759  -------------------------------------------------------------------
 KV6759  Click here for local accuracies and other accuracy information.
 KV6759
 KV6759.The horizontal coordinates were established by GPS observations
 KV6759.and adjusted by the National Geodetic Survey in June 2012.
 KV6759
 KV6759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6759.been affixed to the stable North American tectonic plate. See 
 KV6759.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6759
 KV6759.The horizontal coordinates are valid at the epoch date displayed above
 KV6759.which is a decimal equivalence of Year/Month/Day.
 KV6759
 KV6759.The orthometric height was determined by GPS observations and a
 KV6759.high-resolution geoid model.
 KV6759
 KV6759.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6759.GEOID18 height accuracy estimate available here.
 KV6759
 KV6759.Click photographs - Photos may exist for this station.
 KV6759
 KV6759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6759
 KV6759.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6759
 KV6759.The ellipsoidal height was determined by GPS observations
 KV6759.and is referenced to NAD 83.
 KV6759
 KV6759. The following values were computed from the NAD 83(2011) position.
 KV6759
 KV6759;                    North         East     Units Scale Factor Converg.
 KV6759;SPC NJ       -   177,146.034   161,824.402   MT  0.99990172   +0 05 25.3
 KV6759;SPC NJ       -   581,186.61    530,918.89   sFT  0.99990172   +0 05 25.3
 KV6759;UTM  18      - 4,475,561.465   554,232.644   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5423275561(NAD 83)
 KV6759
 KV6759|---------------------------------------------------------------------|
 KV6759| PID    Reference Object                     Distance      Geod. Az  |
 KV6759|                                                           dddmmss.s |
 KV6759| KV6757 12 Y 2                              385.712 METERS 26309     |
 KV6759|---------------------------------------------------------------------|
 KV6759
 KV6759                          SUPERSEDED SURVEY CONTROL
 KV6759
 KV6759  NAD 83(2007)-  40 25 44.12269(N)    074 21 38.30935(W) AD(2002.00) 0
 KV6759  ELLIP H (02/10/07)  -25.640  (m)                       GP(2002.00)    
 KV6759  ELLIP H (10/23/02)  -25.642  (m)                       GP(       ) 4 1
 KV6759  NAD 83(1996)-  40 25 44.12297(N)    074 21 38.30962(W) AD(       ) 1
 KV6759  ELLIP H (05/14/99)  -25.638  (m)                       GP(       ) 4 1
 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
 KV6759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6759.See file dsdata.pdf to determine how the superseded data were derived.
 KV6759
 KV6759_MARKER: DD = SURVEY DISK
 KV6759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DM7414 ***********************************************************************
 DM7414  DESIGNATION -  12 Z 5
 DM7414  PID         -  DM7414
 DM7414  STATE/COUNTY-  NJ/MIDDLESEX
 DM7414  COUNTRY     -  US
 DM7414  USGS QUAD   -  PLAINFIELD (2019)
 DM7414
 DM7414                         *CURRENT SURVEY CONTROL
 DM7414  ______________________________________________________________________
 DM7414* NAD 83(1986) POSITION- 40 30 22.68   (N) 074 27 17.74   (W)   HD_HELD1
 DM7414* NAVD 88 ORTHO HEIGHT -    12.482 (meters)       40.95  (feet) ADJUSTED
 DM7414  ______________________________________________________________________
 DM7414  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 DM7414  DYNAMIC HEIGHT  -         12.476 (meters)       40.93  (feet) COMP
 DM7414  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 DM7414
 DM7414  VERT ORDER      -  FIRST     CLASS II
 DM7414
 DM7414.The horizontal coordinates were determined by differentially corrected
 DM7414.hand held GPS observations or other comparable positioning techniques
 DM7414.and have an estimated accuracy of +/- 3 meters.
 DM7414
 DM7414.The orthometric height was determined by differential leveling and
 DM7414.adjusted by the NATIONAL GEODETIC SURVEY
 DM7414.in April 2013.
 DM7414
 DM7414.No vertical observational check was made to the station.
 DM7414
 DM7414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7414.GEOID18 height accuracy estimate available here.
 DM7414
 DM7414.Click photographs - Photos may exist for this station.
 DM7414
 DM7414.The dynamic height is computed by dividing the NAVD 88
 DM7414.geopotential number by the normal gravity value computed on the
 DM7414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7414.degrees latitude (g = 980.6199 gals.).
 DM7414
 DM7414.The modeled gravity was interpolated from observed gravity values.
 DM7414
 DM7414;                    North         East    Units  Estimated Accuracy
 DM7414;SPC NJ       -   185,729.1     153,819.9     MT  (+/- 3 meters HH1 GPS) 
 DM7414
 DM7414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4618184096(NAD 83)
 DM7414
 DM7414                          SUPERSEDED SURVEY CONTROL
 DM7414
 DM7414.No superseded survey control is available for this station.
 DM7414
 DM7414_MARKER: DD = SURVEY DISK
 DM7414_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7414_SP_SET: RECTANGULAR ELECTRICAL JUNCTION
 DM7414_STAMPING: 12 Z 5 2010
 DM7414_MARK LOGO: NJGS
 DM7414_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7414+STABILITY: SURFACE MOTION
 DM7414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7414+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2023
 DM7414
 DM7414  HISTORY     - Date     Condition        Report By
 DM7414  HISTORY     - 20100713 MONUMENTED       NJGS
 DM7414  HISTORY     - 20230828 GOOD             NJGS
 DM7414
 DM7414                          STATION DESCRIPTION
 DM7414
 DM7414'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7414'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF BOUND
 DM7414'BROOK JUNCTION, 6.1 MI (9.8 KM) SOUTHEAST OF BOUND BROOK AND 1.4 MI
 DM7414'(2.3 KM) NORTH OF NEW BRUNSWICK.
 DM7414'
 DM7414'THE STATION IS LOCATED IN NEW BRUNSWICK, SET IN A DRILL HOLE IN THE
 DM7414'SOUTHEAST CORNER OF AN ELECTRICAL MANHOLE JUNCTION BOX, IN THE SOUTH
 DM7414'SIDE OF A TRIANGULAR SHAPED TRAFFIC ISLAND AT THE JUNCTION OF COLLEGE
 DM7414'AVENUE AND GEORGE STREET, AT THE RAMP LEADING TO THE SOUTHBOUND LANES
 DM7414'OF NEW JERSEY ROUTE 18 FROM COLLEGE AVENUE.
 DM7414'
 DM7414'THE STATION IS 28 FT (8.5 M) WEST OF POLE NUMBER 60852NBK, 44 FT (13.4
 DM7414'M) SOUTHEAST OF THE WEST NOSE OF THE ISLAND, 83 FT (25.3 M) SOUTHWEST
 DM7414'OF THE NORTHEAST NOSE OF THE ISLAND, 25 FT (7.6 M) NORTHEAST OF THE
 DM7414'CENTERLINE OF COLLEGE AVENUE, 4.4 FT (1.3 M) NORTHWEST OF A WITNESS
 DM7414'SIGN, 3.7 FT (1.1 M) NORTHEAST OF THE NORTHEAST CURBLINE OF COLLEGE
 DM7414'AVENUE, ABOUT 155 FT (47.2 M) NORTHWEST FROM THE CENTERLINE OF
 DM7414'BUCCLEUCH PARK ENTRANCE ON COLLEGE AVENUE.
 DM7414
 DM7414                          STATION RECOVERY (2023)
 DM7414
 DM7414'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0832 ***********************************************************************
 DQ0832  DESIGNATION -  12 Z 6
 DQ0832  PID         -  DQ0832
 DQ0832  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0832  COUNTRY     -  US
 DQ0832  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0832
 DQ0832                         *CURRENT SURVEY CONTROL
 DQ0832  ______________________________________________________________________
 DQ0832* NAD 83(1986) POSITION- 40 24 06.19   (N) 074 18 23.71   (W)   HD_HELD1
 DQ0832* NAVD 88 ORTHO HEIGHT -    22.226 (meters)       72.92  (feet) ADJUSTED
 DQ0832  ______________________________________________________________________
 DQ0832  GEOID HEIGHT    -        -32.466 (meters)                     GEOID18
 DQ0832  DYNAMIC HEIGHT  -         22.217 (meters)       72.89  (feet) COMP
 DQ0832  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 DQ0832
 DQ0832  VERT ORDER      -  FIRST     CLASS II
 DQ0832
 DQ0832.The horizontal coordinates were determined by differentially corrected
 DQ0832.hand held GPS observations or other comparable positioning techniques
 DQ0832.and have an estimated accuracy of +/- 3 meters.
 DQ0832
 DQ0832.The orthometric height was determined by differential leveling and
 DQ0832.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0832.in February 2016.
 DQ0832
 DQ0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0832.GEOID18 height accuracy estimate available here.
 DQ0832
 DQ0832.Click photographs - Photos may exist for this station.
 DQ0832
 DQ0832.The dynamic height is computed by dividing the NAVD 88
 DQ0832.geopotential number by the normal gravity value computed on the
 DQ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0832.degrees latitude (g = 980.6199 gals.).
 DQ0832
 DQ0832.The modeled gravity was interpolated from observed gravity values.
 DQ0832
 DQ0832;                    North         East    Units  Estimated Accuracy
 DQ0832;SPC NJ       -   174,134.2     166,417.5     MT  (+/- 3 meters HH1 GPS) 
 DQ0832
 DQ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5884172576(NAD 83)
 DQ0832
 DQ0832                          SUPERSEDED SURVEY CONTROL
 DQ0832
 DQ0832.No superseded survey control is available for this station.
 DQ0832
 DQ0832_MARKER: DD = SURVEY DISK
 DQ0832_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ0832_SP_SET: BRIDGE ABUTMENT
 DQ0832_STAMPING: 12 Z 6 2015
 DQ0832_MARK LOGO: NJGS
 DQ0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0832+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0832
 DQ0832  HISTORY     - Date     Condition        Report By
 DQ0832  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0832
 DQ0832                          STATION DESCRIPTION
 DQ0832
 DQ0832'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0832'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF SOUTH AMBOY
 DQ0832'JUNCTION, 6.0 MI (9.7 KM) WEST-SOUTHWEST OF KEYPORT AND 5.3 MI (8.5
 DQ0832'KM) SOUTH OF SOUTH AMBOY, IN OLD BRIDGE TOWNSHIP.
 DQ0832'
 DQ0832'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0832'HIGHWAY 79) AND NEW BRUNSWICK AVENUE/OLD BRIDGE-MATAWAN ROAD (COUNTY
 DQ0832'ROUTE 516), GO 3.8 MI (6.1 KM) EAST ON COUNTY ROUTE 516 TO THE STATION
 DQ0832'ON THE RIGHT, STATION IS SET VERTICALLY IN A DRILL HOLE IN THE WEST
 DQ0832'FACE OF THE NORTH BRIDGE ABUTMENT FOR THE U.S. ROUTE 9 BRIDGE SPANNING
 DQ0832'OLD BRIDGE-MATAWAN ROAD (COUNTY ROUTE 516).
 DQ0832'
 DQ0832'IT IS 21 FT (6.4 M) NORTH OF THE CENTERLINE OF OLD BRIDGE-MATAWAN ROAD
 DQ0832'(COUNTY ROUTE 516), 6.7 FT (2.0 M) NORTH OF THE NORTH CURB OF OLD
 DQ0832'BRIDGE-MATAWAN ROAD (COUNTY ROUTE 516), 48 FT (14.6 M) EAST OF A
 DQ0832'STREET LIGHT POLE, 3 FT (0.9 M) NORTH OF THE SOUTHEAST EDGE OF THE
 DQ0832'ABUTMENT.  THE STATION IS ABOUT 4 FT (1.2 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0082 ***********************************************************************
 KV0082  DESIGNATION -  12.65=33 C OF N
 KV0082  PID         -  KV0082
 KV0082  STATE/COUNTY-  NJ/ESSEX
 KV0082  COUNTRY     -  US
 KV0082  USGS QUAD   -  ELIZABETH (2016)
 KV0082
 KV0082                         *CURRENT SURVEY CONTROL
 KV0082  ______________________________________________________________________
 KV0082* NAD 83(1986) POSITION- 40 42 10.     (N) 074 11 41.     (W)   SCALED
 KV0082* NAVD 88 ORTHO HEIGHT -     3.568 (meters)       11.71  (feet) ADJUSTED
 KV0082  ______________________________________________________________________
 KV0082  GEOID HEIGHT    -        -32.384 (meters)                     GEOID18
 KV0082  DYNAMIC HEIGHT  -          3.567 (meters)       11.70  (feet) COMP
 KV0082  MODELED GRAVITY -    980,218.5   (mgal)                       NAVD 88
 KV0082
 KV0082  VERT ORDER      -  FIRST     CLASS I
 KV0082
 KV0082.The horizontal coordinates were scaled from a map and have
 KV0082.an estimated accuracy of +/- 6 seconds.
 KV0082
 KV0082.The orthometric height was determined by differential leveling and
 KV0082.adjusted by the NATIONAL GEODETIC SURVEY
 KV0082.in June 1991.
 KV0082
 KV0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0082.GEOID18 height accuracy estimate available here.
 KV0082
 KV0082.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL680060(NAD 83)
 KV0082
 KV0082                          SUPERSEDED SURVEY CONTROL
 KV0082
 KV0082  NGVD 29 (04/16/92)    3.904  (m)           12.81   (f) ADJUSTED    1 1
 KV0082  NGVD 29 (??/??/87)    3.904  (m)           12.81   (f) SUPERSEDED  1 1
 KV0082
 KV0082.Superseded values are not recommended for survey control.
 KV0082
 KV0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0082.See file dsdata.pdf to determine how the superseded data were derived.
 KV0082
 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       NONE
 KV0082  HISTORY     - 1965     GOOD             CGS
 KV0082  HISTORY     - 19950124 GOOD             NJGS
 KV0082  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 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.
 KV0082
 KV0082                          STATION RECOVERY (2007)
 KV0082
 KV0082'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0082'DOORSILL BADLY DETERIORATED AND SOUTHEAST END MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0956 ***********************************************************************
 JU0956  DESIGNATION -  120
 JU0956  PID         -  JU0956
 JU0956  STATE/COUNTY-  NJ/CUMBERLAND
 JU0956  COUNTRY     -  US
 JU0956  USGS QUAD   -  MILLVILLE (2019)
 JU0956
 JU0956                         *CURRENT SURVEY CONTROL
 JU0956  ______________________________________________________________________
 JU0956* NAD 83(1986) POSITION- 39 29 32.     (N) 075 01 12.     (W)   SCALED
 JU0956* NAVD 88 ORTHO HEIGHT -    31.437 (meters)      103.14  (feet) ADJUSTED
 JU0956  ______________________________________________________________________
 JU0956  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 JU0956  DYNAMIC HEIGHT  -         31.421 (meters)      103.09  (feet) COMP
 JU0956  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 JU0956
 JU0956  VERT ORDER      -  SECOND    CLASS 0
 JU0956
 JU0956.The horizontal coordinates were scaled from a map and have
 JU0956.an estimated accuracy of +/- 6 seconds.
 JU0956
 JU0956.The orthometric height was determined by differential leveling and
 JU0956.adjusted by the NATIONAL GEODETIC SURVEY
 JU0956.in June 1991.
 JU0956
 JU0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0956.GEOID18 height accuracy estimate available here.
 JU0956
 JU0956.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ982714(NAD 83)
 JU0956
 JU0956                          SUPERSEDED SURVEY CONTROL
 JU0956
 JU0956  NGVD 29 (11/26/84)   31.806  (m)          104.35   (f) ADJUSTED    2 0
 JU0956
 JU0956.Superseded values are not recommended for survey control.
 JU0956
 JU0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0956.See file dsdata.pdf to determine how the superseded data were derived.
 JU0956
 JU0956_MARKER: B = BOLT
 JU0956_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0956+WITH SETTING: PAVEMENT
 JU0956_SP_SET: BASE
 JU0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0956+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 DO2512 ***********************************************************************
 DO2512  DESIGNATION -  12021
 DO2512  PID         -  DO2512
 DO2512  STATE/COUNTY-  NJ/CUMBERLAND
 DO2512  COUNTRY     -  US
 DO2512  USGS QUAD   -  SHILOH (2019)
 DO2512
 DO2512                         *CURRENT SURVEY CONTROL
 DO2512  ______________________________________________________________________
 DO2512* NAD 83(1986) POSITION- 39 26 27.19   (N) 075 16 00.39   (W)   HD_HELD1
 DO2512* NAVD 88 ORTHO HEIGHT -    25.712 (meters)       84.36  (feet) ADJUSTED
 DO2512  ______________________________________________________________________
 DO2512  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 DO2512  DYNAMIC HEIGHT  -         25.698 (meters)       84.31  (feet) COMP
 DO2512  MODELED GRAVITY -    980,119.1   (mgal)                       NAVD 88
 DO2512
 DO2512  VERT ORDER      -  FIRST     CLASS II
 DO2512
 DO2512.The horizontal coordinates were determined by differentially corrected
 DO2512.hand held GPS observations or other comparable positioning techniques
 DO2512.and have an estimated accuracy of +/- 3 meters.
 DO2512
 DO2512.The orthometric height was determined by differential leveling and
 DO2512.adjusted by the NATIONAL GEODETIC SURVEY
 DO2512.in April 2013.
 DO2512
 DO2512.No vertical observational check was made to the station.
 DO2512
 DO2512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2512.GEOID18 height accuracy estimate available here.
 DO2512
 DO2512.Click photographs - Photos may exist for this station.
 DO2512
 DO2512.The dynamic height is computed by dividing the NAVD 88
 DO2512.geopotential number by the normal gravity value computed on the
 DO2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2512.degrees latitude (g = 980.6199 gals.).
 DO2512
 DO2512.The modeled gravity was interpolated from observed gravity values.
 DO2512
 DO2512;                    North         East    Units  Estimated Accuracy
 DO2512;SPC NJ       -    67,723.2      83,997.4     MT  (+/- 3 meters HH1 GPS) 
 DO2512
 DO2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7704365737(NAD 83)
 DO2512
 DO2512                          SUPERSEDED SURVEY CONTROL
 DO2512
 DO2512.No superseded survey control is available for this station.
 DO2512
 DO2512_MARKER: DD = SURVEY DISK
 DO2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2512_STAMPING: 12021
 DO2512_MARK LOGO: NJGS
 DO2512_PROJECTION: RECESSED 46 CENTIMETERS
 DO2512_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2512+STABILITY: SURFACE MOTION
 DO2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2512+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2512
 DO2512  HISTORY     - Date     Condition        Report By
 DO2512  HISTORY     - 1961     MONUMENTED       NJDCED
 DO2512  HISTORY     - 20110531 GOOD             NJGS
 DO2512
 DO2512                          STATION DESCRIPTION
 DO2512
 DO2512'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2512'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, ON THE SOUTHWEST SIDE OF
 DO2512'NJ STATE ROUTE 49, IN FRONT OF HOUSE NUMBER 630 (FRAME), OPPOSITE THE
 DO2512'WEST PARK UNITED METHODIST CHURCH.
 DO2512'
 DO2512'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2512'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 2.05 MI (3.3
 DO2512'KM) WEST ON ROUTE 49 TO THE STATION ON THE LEFT.
 DO2512'
 DO2512'THE STATION IS 22.0 FT (6.7 M) SOUTH OF THE CENTERLINE OF ROUTE 49,
 DO2512'37.3 FT (11.4 M) WEST OF POLE NUMBER 99, 170 FT (51.8 M) EAST OF POLE
 DO2512'NUMBER 101, 56 FT (17.1 M) SOUTHWEST AND ACROSS ROUTE 49 FROM POLE
 DO2512'NUMBER B503, 16.0 FT (4.9 M) WEST OF THE CENTERLINE OF THE EASTERLY
 DO2512'DRIVEWAY OF THE HOUSE, 26.5 FT (8.1 M) EAST OF THE WESTERLY OF THE
 DO2512'DRIVEWAY TO THE HOUSE, 81.0 FT (24.7 M) NORTH-NORTHEAST OF THE
 DO2512'NORTHWEST CORNER OF THE HOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8558 ***********************************************************************
 AA8558  DESIGNATION -  12022
 AA8558  PID         -  AA8558
 AA8558  STATE/COUNTY-  NJ/CUMBERLAND
 AA8558  COUNTRY     -  US
 AA8558  USGS QUAD   -  SHILOH (2019)
 AA8558
 AA8558                         *CURRENT SURVEY CONTROL
 AA8558  ______________________________________________________________________
 AA8558* NAD 83(1986) POSITION- 39 27 10.     (N) 075 17 22.     (W)   SCALED
 AA8558* NAVD 88 ORTHO HEIGHT -    28.890 (meters)       94.78  (feet) ADJUSTED
 AA8558  ______________________________________________________________________
 AA8558  GEOID HEIGHT    -        -33.776 (meters)                     GEOID18
 AA8558  DYNAMIC HEIGHT  -         28.875 (meters)       94.73  (feet) COMP
 AA8558  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 AA8558
 AA8558  VERT ORDER      -  FIRST     CLASS II
 AA8558
 AA8558.The horizontal coordinates were scaled from a map and have
 AA8558.an estimated accuracy of +/- 6 seconds.
 AA8558
 AA8558.The orthometric height was determined by differential leveling and
 AA8558.adjusted by the NATIONAL GEODETIC SURVEY
 AA8558.in October 1996.
 AA8558
 AA8558.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8558.GEOID18 height accuracy estimate available here.
 AA8558
 AA8558.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ750670(NAD 83)
 AA8558
 AA8558                          SUPERSEDED SURVEY CONTROL
 AA8558
 AA8558.No superseded survey control is available for this station.
 AA8558
 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  HISTORY     - 20071012 MARK NOT FOUND   GEOCAC
 AA8558  HISTORY     - 20110414 MARK NOT FOUND   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.
 AA8558
 AA8558                          STATION RECOVERY (2007)
 AA8558
 AA8558'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 AA8558'MARK NOT FOUND.
 AA8558
 AA8558                          STATION RECOVERY (2011)
 AA8558
 AA8558'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 AA8558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8557 ***********************************************************************
 AA8557  DESIGNATION -  12023
 AA8557  PID         -  AA8557
 AA8557  STATE/COUNTY-  NJ/CUMBERLAND
 AA8557  COUNTRY     -  US
 AA8557  USGS QUAD   -  SHILOH (2019)
 AA8557
 AA8557                         *CURRENT SURVEY CONTROL
 AA8557  ______________________________________________________________________
 AA8557* NAD 83(1986) POSITION- 39 27 20.     (N) 075 17 37.     (W)   SCALED
 AA8557* NAVD 88 ORTHO HEIGHT -    29.875 (meters)       98.01  (feet) ADJUSTED
 AA8557  ______________________________________________________________________
 AA8557  GEOID HEIGHT    -        -33.772 (meters)                     GEOID18
 AA8557  DYNAMIC HEIGHT  -         29.860 (meters)       97.97  (feet) COMP
 AA8557  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 AA8557
 AA8557  VERT ORDER      -  FIRST     CLASS II
 AA8557
 AA8557.The horizontal coordinates were scaled from a map and have
 AA8557.an estimated accuracy of +/- 6 seconds.
 AA8557
 AA8557.The orthometric height was determined by differential leveling and
 AA8557.adjusted by the NATIONAL GEODETIC SURVEY
 AA8557.in October 1996.
 AA8557
 AA8557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8557.GEOID18 height accuracy estimate available here.
 AA8557
 AA8557.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ747673(NAD 83)
 AA8557
 AA8557                          SUPERSEDED SURVEY CONTROL
 AA8557
 AA8557.No superseded survey control is available for this station.
 AA8557
 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  HISTORY     - 20071012 MARK NOT FOUND   GEOCAC
 AA8557  HISTORY     - 20110414 MARK NOT FOUND   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.
 AA8557
 AA8557                          STATION RECOVERY (2007)
 AA8557
 AA8557'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 AA8557'MARK NOT FOUND.
 AA8557
 AA8557                          STATION RECOVERY (2011)
 AA8557
 AA8557'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 AA8557'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4348 ***********************************************************************
 AI4348  DESIGNATION -  12029
 AI4348  PID         -  AI4348
 AI4348  STATE/COUNTY-  NJ/SALEM
 AI4348  COUNTRY     -  US
 AI4348  USGS QUAD   -  ALLOWAY (2019)
 AI4348
 AI4348                         *CURRENT SURVEY CONTROL
 AI4348  ______________________________________________________________________
 AI4348* NAD 83(2011) POSITION- 39 30 24.15891(N) 075 20 46.70117(W)   ADJUSTED
 AI4348* NAD 83(2011) ELLIP HT-    -5.742 (meters)        (06/27/12)   ADJUSTED
 AI4348* NAD 83(2011) EPOCH   -  2010.00
 AI4348* NAVD 88 ORTHO HEIGHT -    27.9   (meters)       92.    (feet) GPS OBS
 AI4348  ______________________________________________________________________
 AI4348  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4348  GEOID HEIGHT    -        -33.696 (meters)                     GEOID99
 AI4348  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 AI4348  NAD 83(2011) X  -  1,246,597.413 (meters)                     COMP
 AI4348  NAD 83(2011) Y  - -4,767,440.957 (meters)                     COMP
 AI4348  NAD 83(2011) Z  -  4,035,874.752 (meters)                     COMP
 AI4348  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 AI4348
 AI4348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4348  Standards:
 AI4348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4348  -------------------------------------------------------------------
 AI4348  NETWORK    0.80   1.29           0.37   0.27   0.66     -0.00489527
 AI4348  -------------------------------------------------------------------
 AI4348  Click here for local accuracies and other accuracy information.
 AI4348
 AI4348.The horizontal coordinates were established by GPS observations
 AI4348.and adjusted by the National Geodetic Survey in June 2012.
 AI4348
 AI4348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4348.been affixed to the stable North American tectonic plate. See 
 AI4348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4348
 AI4348.The horizontal coordinates are valid at the epoch date displayed above
 AI4348.which is a decimal equivalence of Year/Month/Day.
 AI4348
 AI4348.The orthometric height was determined by GPS observations and a
 AI4348.high-resolution geoid model.
 AI4348
 AI4348.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4348.GEOID18 height accuracy estimate available here.
 AI4348
 AI4348.Click photographs - Photos may exist for this station.
 AI4348
 AI4348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4348
 AI4348.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4348
 AI4348.The ellipsoidal height was determined by GPS observations
 AI4348.and is referenced to NAD 83.
 AI4348
 AI4348. The following values were computed from the NAD 83(2011) position.
 AI4348
 AI4348;                    North         East     Units Scale Factor Converg.
 AI4348;SPC NJ       -    75,091.997    77,220.106   MT  0.99996519   -0 32 18.3
 AI4348;SPC NJ       -   246,364.33    253,346.30   sFT  0.99996519   -0 32 18.3
 AI4348;UTM  18      - 4,373,066.517   470,227.791   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7022773066(NAD 83)
 AI4348
 AI4348                          SUPERSEDED SURVEY CONTROL
 AI4348
 AI4348  NAD 83(2007)-  39 30 24.15922(N)    075 20 46.70188(W) AD(2002.00) 0
 AI4348  ELLIP H (02/10/07)   -5.727  (m)                       GP(2002.00)    
 AI4348  ELLIP H (09/25/02)   -5.721  (m)                       GP(       ) 4 1
 AI4348  NAD 83(1996)-  39 30 24.15929(N)    075 20 46.70201(W) AD(       ) 1
 AI4348  ELLIP H (03/31/00)   -5.718  (m)                       GP(       ) 3 1
 AI4348
 AI4348.Superseded values are not recommended for survey control.
 AI4348
 AI4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4348.See file dsdata.pdf to determine how the superseded data were derived.
 AI4348
 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 - July 13, 2007
 AI4348
 AI4348  HISTORY     - Date     Condition        Report By
 AI4348  HISTORY     - 1955     MONUMENTED       NJGS
 AI4348  HISTORY     - 19990623 GOOD             NJGS
 AI4348  HISTORY     - 20070713 GOOD             UE
 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.
 AI4348
 AI4348                          STATION RECOVERY (2007)
 AI4348
 AI4348'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8556 ***********************************************************************
 AA8556  DESIGNATION -  12035
 AA8556  PID         -  AA8556
 AA8556  STATE/COUNTY-  NJ/SALEM
 AA8556  COUNTRY     -  US
 AA8556  USGS QUAD   -  SALEM (2019)
 AA8556
 AA8556                         *CURRENT SURVEY CONTROL
 AA8556  ______________________________________________________________________
 AA8556* NAD 83(1986) POSITION- 39 32 23.4    (N) 075 24 03.4    (W)   HD_HELD2
 AA8556* NAVD 88 ORTHO HEIGHT -     6.795 (meters)       22.29  (feet) ADJUSTED
 AA8556  ______________________________________________________________________
 AA8556  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 AA8556  DYNAMIC HEIGHT  -          6.791 (meters)       22.28  (feet) COMP
 AA8556  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 AA8556
 AA8556  VERT ORDER      -  FIRST     CLASS II
 AA8556
 AA8556.The horizontal coordinates were established by autonomous hand held GPS
 AA8556.observations and have an estimated accuracy of +/- 10 meters.
 AA8556
 AA8556.The orthometric height was determined by differential leveling and
 AA8556.adjusted by the NATIONAL GEODETIC SURVEY
 AA8556.in October 1996.
 AA8556
 AA8556.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8556.GEOID18 height accuracy estimate available here.
 AA8556
 AA8556.Click photographs - Photos may exist for this station.
 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       -    78,815.       72,558.      MT  (+/- 10 meters HH2 GPS)
 AA8556
 AA8556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6554676761(NAD 83)
 AA8556
 AA8556                          SUPERSEDED SURVEY CONTROL
 AA8556
 AA8556.No superseded survey control is available for this station.
 AA8556
 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  HISTORY     - 20070713 GOOD             UE
 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.
 AA8556
 AA8556                          STATION RECOVERY (2007)
 AA8556
 AA8556'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AA8556'FOUND, BUT COULD NOT REMOVE METAL COVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3328 ***********************************************************************
 DI3328  DESIGNATION -  12081
 DI3328  PID         -  DI3328
 DI3328  STATE/COUNTY-  NJ/CUMBERLAND
 DI3328  COUNTRY     -  US
 DI3328  USGS QUAD   -  NEWFIELD (2019)
 DI3328
 DI3328                         *CURRENT SURVEY CONTROL
 DI3328  ______________________________________________________________________
 DI3328* NAD 83(1986) POSITION- 39 31 10.     (N) 075 02 28.     (W)   SCALED
 DI3328* NAVD 88 ORTHO HEIGHT -    23.368 (meters)       76.67  (feet) ADJUSTED
 DI3328  ______________________________________________________________________
 DI3328  GEOID HEIGHT    -        -33.730 (meters)                     GEOID18
 DI3328  DYNAMIC HEIGHT  -         23.356 (meters)       76.63  (feet) COMP
 DI3328  MODELED GRAVITY -    980,115.1   (mgal)                       NAVD 88
 DI3328
 DI3328  VERT ORDER      -  FIRST     CLASS II
 DI3328
 DI3328.The horizontal coordinates were scaled from a map and have
 DI3328.an estimated accuracy of +/- 6 seconds.
 DI3328
 DI3328.The orthometric height was determined by differential leveling and
 DI3328.adjusted by the NATIONAL GEODETIC SURVEY
 DI3328.in June 2007.
 DI3328
 DI3328.No vertical observational check was made to the station.
 DI3328
 DI3328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3328.GEOID18 height accuracy estimate available here.
 DI3328
 DI3328.Click photographs - Photos may exist for this station.
 DI3328
 DI3328.The dynamic height is computed by dividing the NAVD 88
 DI3328.geopotential number by the normal gravity value computed on the
 DI3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3328.degrees latitude (g = 980.6199 gals.).
 DI3328
 DI3328.The modeled gravity was interpolated from observed gravity values.
 DI3328
 DI3328;                    North         East    Units  Estimated Accuracy
 DI3328;SPC NJ       -    76,300.      103,480.      MT  (+/- 180 meters Scaled)
 DI3328
 DI3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ964744(NAD 83)
 DI3328
 DI3328                          SUPERSEDED SURVEY CONTROL
 DI3328
 DI3328.No superseded survey control is available for this station.
 DI3328
 DI3328_MARKER: DD = SURVEY DISK
 DI3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3328_STAMPING: 12081
 DI3328_MARK LOGO: NJDCED
 DI3328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3328+STABILITY: SURFACE MOTION
 DI3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3328+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DI3328
 DI3328  HISTORY     - Date     Condition        Report By
 DI3328  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3328  HISTORY     - 20030603 GOOD             NJGS
 DI3328  HISTORY     - 20130814 GOOD             CANJDE
 DI3328
 DI3328                          STATION DESCRIPTION
 DI3328
 DI3328'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3328'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3328'STATE ROUTE 47.
 DI3328'
 DI3328'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 47 AND
 DI3328'GARDEN ROAD, COUNTY  ROAD 674, GO SOUTH ON STATE ROUTE 47 FOR 0.10 MI
 DI3328'(0.16 KM) TO THE STATION ON THE LEFT, SET  FLUSH WITH THE GROUND.
 DI3328'
 DI3328'THE STATION IS 16.2 M (53.1 FT) NORTH FROM WOOD UTILITY POLE NUMBER
 DI3328'558, 9.5 M (31.2 FT) EAST  FROM THE CENTERLINE OF STATE ROUTE 47, 10.9
 DI3328'M (35.8 FT) SOUTH FROM THE SOUTH END OF A  STEEL GUIDERAIL AND 11.7 M
 DI3328'(38.4 FT) SOUTH SOUTHWEST FROM THE CENTER POST OF A STEEL  BILLBOARD
 DI3328'STRUCTURE.
 DI3328
 DI3328                          STATION RECOVERY (2013)
 DI3328
 DI3328'RECOVERY NOTE BY COUNTY OF ATLANTIC NJ DIVISION 2013
 DI3328'STATION IS APPROXIMATELY 0.3' BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4341 ***********************************************************************
 JU4341  DESIGNATION -  12083
 JU4341  PID         -  JU4341
 JU4341  STATE/COUNTY-  NJ/CUMBERLAND
 JU4341  COUNTRY     -  US
 JU4341  USGS QUAD   -  NEWFIELD (2019)
 JU4341
 JU4341                         *CURRENT SURVEY CONTROL
 JU4341  ______________________________________________________________________
 JU4341* NAD 83(2011) POSITION- 39 31 34.69899(N) 075 02 32.69369(W)   ADJUSTED
 JU4341* NAD 83(2011) ELLIP HT-    -3.857 (meters)        (06/27/12)   ADJUSTED
 JU4341* NAD 83(2011) EPOCH   -  2010.00
 JU4341* NAVD 88 ORTHO HEIGHT -    29.851 (meters)       97.94  (feet) ADJUSTED
 JU4341  ______________________________________________________________________
 JU4341  GEOID HEIGHT    -        -33.717 (meters)                     GEOID18
 JU4341  NAD 83(2011) X  -  1,271,508.873 (meters)                     COMP
 JU4341  NAD 83(2011) Y  - -4,759,426.153 (meters)                     COMP
 JU4341  NAD 83(2011) Z  -  4,037,554.207 (meters)                     COMP
 JU4341  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 JU4341  DYNAMIC HEIGHT  -         29.836 (meters)       97.89  (feet) COMP
 JU4341  MODELED GRAVITY -    980,115.3   (mgal)                       NAVD 88
 JU4341
 JU4341  VERT ORDER      -  FIRST     CLASS II
 JU4341
 JU4341  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4341  Standards:
 JU4341         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4341            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4341  -------------------------------------------------------------------
 JU4341  NETWORK    0.48   0.88           0.22   0.16   0.45      0.04306014
 JU4341  -------------------------------------------------------------------
 JU4341  Click here for local accuracies and other accuracy information.
 JU4341
 JU4341.The horizontal coordinates were established by GPS observations
 JU4341.and adjusted by the National Geodetic Survey in June 2012.
 JU4341
 JU4341.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4341.been affixed to the stable North American tectonic plate. See 
 JU4341.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4341
 JU4341.The horizontal coordinates are valid at the epoch date displayed above
 JU4341.which is a decimal equivalence of Year/Month/Day.
 JU4341
 JU4341.The orthometric height was determined by differential leveling and
 JU4341.adjusted by the NATIONAL GEODETIC SURVEY
 JU4341.in June 2007.
 JU4341
 JU4341.No vertical observational check was made to the station.
 JU4341
 JU4341.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4341.GEOID18 height accuracy estimate available here.
 JU4341
 JU4341.Click photographs - Photos may exist for this station.
 JU4341
 JU4341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4341
 JU4341.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4341
 JU4341.The ellipsoidal height was determined by GPS observations
 JU4341.and is referenced to NAD 83.
 JU4341
 JU4341.The dynamic height is computed by dividing the NAVD 88
 JU4341.geopotential number by the normal gravity value computed on the
 JU4341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4341.degrees latitude (g = 980.6199 gals.).
 JU4341
 JU4341.The modeled gravity was interpolated from observed gravity values.
 JU4341
 JU4341. The following values were computed from the NAD 83(2011) position.
 JU4341
 JU4341;                    North         East     Units Scale Factor Converg.
 JU4341;SPC NJ       -    77,065.787   103,367.160   MT  0.99992677   -0 20 42.8
 JU4341;SPC NJ       -   252,840.00    339,130.42   sFT  0.99992677   -0 20 42.8
 JU4341;UTM  18      - 4,375,184.749   496,354.583   MT  0.99960016   -0 01 37.2
 JU4341
 JU4341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4341!SPC NJ       -   1.00000061  x   0.99992677  =   0.99992738
 JU4341!UTM  18      -   1.00000061  x   0.99960016  =   0.99960076
 JU4341
 JU4341:                Primary Azimuth Mark                     Grid Az
 JU4341:SPC NJ       -  12084                                    343 33 44.1
 JU4341:UTM  18      -  12084                                    343 14 38.5
 JU4341
 JU4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9635475184(NAD 83)
 JU4341
 JU4341|---------------------------------------------------------------------|
 JU4341| PID    Reference Object                     Distance      Geod. Az  |
 JU4341|                                                           dddmmss.s |
 JU4341| JU4342 12084                               442.522 METERS 3431301.3 |
 JU4341|---------------------------------------------------------------------|
 JU4341
 JU4341                          SUPERSEDED SURVEY CONTROL
 JU4341
 JU4341  NAD 83(2007)-  39 31 34.69921(N)    075 02 32.69421(W) AD(2002.00) 0
 JU4341  ELLIP H (02/10/07)   -3.847  (m)                       GP(2002.00)    
 JU4341  ELLIP H (09/25/02)   -3.836  (m)                       GP(       ) 4 1
 JU4341  NAD 83(1996)-  39 31 34.69929(N)    075 02 32.69438(W) AD(       ) 1
 JU4341  ELLIP H (05/14/99)   -3.841  (m)                       GP(       ) 4 1
 JU4341  NAD 83(1992)-  39 31 34.69801(N)    075 02 32.69392(W) AD(       ) 1
 JU4341  NAVD 88 (03/31/00)   29.9    (m)  GEOID99  model used  GPS OBS        
 JU4341  NAVD 88 (08/31/93)   29.8    (m)  GEOID93  model used  GPS OBS        
 JU4341
 JU4341.Superseded values are not recommended for survey control.
 JU4341
 JU4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4341.See file dsdata.pdf to determine how the superseded data were derived.
 JU4341
 JU4341_MARKER: DD = SURVEY DISK
 JU4341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - June 03, 2003
 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  HISTORY     - 20030603 GOOD             NJGS
 JU4341  HISTORY     - 20170301 MARK NOT FOUND   INDIV
 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.
 JU4341
 JU4341                          STATION RECOVERY (2003)
 JU4341
 JU4341'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU4341'RECOVERED AS DESCRIBED.
 JU4341
 JU4341                          STATION RECOVERY (2017)
 JU4341
 JU4341'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (RC)
 JU4341'MARK NOT FOUND. THERE IS A NEW DRIVEWAY TO THE RAMOTH NAZARENE CHURCH
 JU4341'WHERE MARK WAS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4342 ***********************************************************************
 JU4342  DESIGNATION -  12084
 JU4342  PID         -  JU4342
 JU4342  STATE/COUNTY-  NJ/CUMBERLAND
 JU4342  COUNTRY     -  US
 JU4342  USGS QUAD   -  NEWFIELD (2019)
 JU4342
 JU4342                         *CURRENT SURVEY CONTROL
 JU4342  ______________________________________________________________________
 JU4342* NAD 83(2011) POSITION- 39 31 48.43652(N) 075 02 38.04397(W)   ADJUSTED
 JU4342* NAD 83(2011) ELLIP HT-    -9.091 (meters)        (06/27/12)   ADJUSTED
 JU4342* NAD 83(2011) EPOCH   -  2010.00
 JU4342* NAVD 88 ORTHO HEIGHT -    24.613 (meters)       80.75  (feet) ADJUSTED
 JU4342  ______________________________________________________________________
 JU4342  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 JU4342  NAD 83(2011) X  -  1,271,314.786 (meters)                     COMP
 JU4342  NAD 83(2011) Y  - -4,759,194.719 (meters)                     COMP
 JU4342  NAD 83(2011) Z  -  4,037,877.658 (meters)                     COMP
 JU4342  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 JU4342  DYNAMIC HEIGHT  -         24.600 (meters)       80.71  (feet) COMP
 JU4342  MODELED GRAVITY -    980,115.4   (mgal)                       NAVD 88
 JU4342
 JU4342  VERT ORDER      -  FIRST     CLASS II
 JU4342
 JU4342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4342  Standards:
 JU4342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4342  -------------------------------------------------------------------
 JU4342  NETWORK    0.53   1.00           0.25   0.17   0.51     -0.08638374
 JU4342  -------------------------------------------------------------------
 JU4342  Click here for local accuracies and other accuracy information.
 JU4342
 JU4342.The horizontal coordinates were established by GPS observations
 JU4342.and adjusted by the National Geodetic Survey in June 2012.
 JU4342
 JU4342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4342.been affixed to the stable North American tectonic plate. See 
 JU4342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4342
 JU4342.The horizontal coordinates are valid at the epoch date displayed above
 JU4342.which is a decimal equivalence of Year/Month/Day.
 JU4342
 JU4342.The orthometric height was determined by differential leveling and
 JU4342.adjusted by the NATIONAL GEODETIC SURVEY
 JU4342.in June 2007.
 JU4342
 JU4342.No vertical observational check was made to the station.
 JU4342
 JU4342.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4342.GEOID18 height accuracy estimate available here.
 JU4342
 JU4342.Click photographs - Photos may exist for this station.
 JU4342
 JU4342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4342
 JU4342.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4342
 JU4342.The ellipsoidal height was determined by GPS observations
 JU4342.and is referenced to NAD 83.
 JU4342
 JU4342.The dynamic height is computed by dividing the NAVD 88
 JU4342.geopotential number by the normal gravity value computed on the
 JU4342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4342.degrees latitude (g = 980.6199 gals.).
 JU4342
 JU4342.The modeled gravity was interpolated from observed gravity values.
 JU4342
 JU4342. The following values were computed from the NAD 83(2011) position.
 JU4342
 JU4342;                    North         East     Units Scale Factor Converg.
 JU4342;SPC NJ       -    77,490.190   103,241.947   MT  0.99992691   -0 20 46.3
 JU4342;SPC NJ       -   254,232.40    338,719.62   sFT  0.99992691   -0 20 46.3
 JU4342;UTM  18      - 4,375,608.312   496,227.056   MT  0.99960018   -0 01 40.6
 JU4342
 JU4342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4342!SPC NJ       -   1.00000143  x   0.99992691  =   0.99992834
 JU4342!UTM  18      -   1.00000143  x   0.99960018  =   0.99960161
 JU4342
 JU4342:                Primary Azimuth Mark                     Grid Az
 JU4342:SPC NJ       -  12083                                    163 33 44.1
 JU4342:UTM  18      -  12083                                    163 14 38.4
 JU4342
 JU4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9622775608(NAD 83)
 JU4342
 JU4342|---------------------------------------------------------------------|
 JU4342| PID    Reference Object                     Distance      Geod. Az  |
 JU4342|                                                           dddmmss.s |
 JU4342| JU4341 12083                               442.522 METERS 1631257.8 |
 JU4342|---------------------------------------------------------------------|
 JU4342
 JU4342                          SUPERSEDED SURVEY CONTROL
 JU4342
 JU4342  NAD 83(2007)-  39 31 48.43669(N)    075 02 38.04442(W) AD(2002.00) 0
 JU4342  ELLIP H (02/10/07)   -9.082  (m)                       GP(2002.00)    
 JU4342  ELLIP H (09/25/02)   -9.071  (m)                       GP(       ) 4 1
 JU4342  NAD 83(1996)-  39 31 48.43673(N)    075 02 38.04460(W) AD(       ) 1
 JU4342  ELLIP H (05/14/99)   -9.077  (m)                       GP(       ) 4 1
 JU4342  NAD 83(1992)-  39 31 48.43547(N)    075 02 38.04414(W) AD(       ) 1
 JU4342  NAVD 88 (03/31/00)   24.6    (m)  GEOID99  model used  GPS OBS        
 JU4342  NAVD 88 (08/31/93)   24.6    (m)  GEOID93  model used  GPS OBS        
 JU4342
 JU4342.Superseded values are not recommended for survey control.
 JU4342
 JU4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4342.See file dsdata.pdf to determine how the superseded data were derived.
 JU4342
 JU4342_MARKER: DD = SURVEY DISK
 JU4342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4342_STAMPING: 12084
 JU4342_MARK LOGO: NJ3460
 JU4342_PROJECTION: FLUSH
 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 - October 23, 2025
 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  HISTORY     - 20030603 GOOD             NJGS
 JU4342  HISTORY     - 20251023 GOOD             RAS
 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.
 JU4342
 JU4342                          STATION RECOVERY (2003)
 JU4342
 JU4342'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU4342'RECOVERED AS DESCRIBED.
 JU4342
 JU4342                          STATION RECOVERY (2025)
 JU4342
 JU4342'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 JU4342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0959 ***********************************************************************
 JU0959  DESIGNATION -  121
 JU0959  PID         -  JU0959
 JU0959  STATE/COUNTY-  NJ/CUMBERLAND
 JU0959  COUNTRY     -  US
 JU0959  USGS QUAD   -  MILLVILLE (2019)
 JU0959
 JU0959                         *CURRENT SURVEY CONTROL
 JU0959  ______________________________________________________________________
 JU0959* NAD 83(1986) POSITION- 39 29 23.     (N) 075 02 14.     (W)   SCALED
 JU0959* NAVD 88 ORTHO HEIGHT -    24.612 (meters)       80.75  (feet) ADJUSTED
 JU0959  ______________________________________________________________________
 JU0959  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 JU0959  DYNAMIC HEIGHT  -         24.600 (meters)       80.71  (feet) COMP
 JU0959  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 JU0959
 JU0959  VERT ORDER      -  SECOND    CLASS 0
 JU0959
 JU0959.The horizontal coordinates were scaled from a map and have
 JU0959.an estimated accuracy of +/- 6 seconds.
 JU0959
 JU0959.The orthometric height was determined by differential leveling and
 JU0959.adjusted by the NATIONAL GEODETIC SURVEY
 JU0959.in June 1991.
 JU0959
 JU0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0959.GEOID18 height accuracy estimate available here.
 JU0959
 JU0959.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ967711(NAD 83)
 JU0959
 JU0959                          SUPERSEDED SURVEY CONTROL
 JU0959
 JU0959  NGVD 29 (11/26/84)   24.982  (m)           81.96   (f) ADJUSTED    2 0
 JU0959
 JU0959.Superseded values are not recommended for survey control.
 JU0959
 JU0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0959.See file dsdata.pdf to determine how the superseded data were derived.
 JU0959
 JU0959_MARKER: B = BOLT
 JU0959_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0959+WITH SETTING: PAVEMENT
 JU0959_SP_SET: BASE
 JU0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0959+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 DM7422 ***********************************************************************
 DM7422  DESIGNATION -  12121
 DM7422  PID         -  DM7422
 DM7422  STATE/COUNTY-  NJ/MIDDLESEX
 DM7422  COUNTRY     -  US
 DM7422  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7422
 DM7422                         *CURRENT SURVEY CONTROL
 DM7422  ______________________________________________________________________
 DM7422* NAD 83(1986) POSITION- 40 29 52.     (N) 074 26 04.     (W)   SCALED
 DM7422* NAVD 88 ORTHO HEIGHT -    17.523 (meters)       57.49  (feet) ADJUSTED
 DM7422  ______________________________________________________________________
 DM7422  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 DM7422  DYNAMIC HEIGHT  -         17.516 (meters)       57.47  (feet) COMP
 DM7422  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 DM7422
 DM7422  VERT ORDER      -  FIRST     CLASS II
 DM7422
 DM7422.The horizontal coordinates were scaled from a map and have
 DM7422.an estimated accuracy of +/- 6 seconds.
 DM7422
 DM7422.The orthometric height was determined by differential leveling and
 DM7422.adjusted by the NATIONAL GEODETIC SURVEY
 DM7422.in April 2013.
 DM7422
 DM7422.No vertical observational check was made to the station.
 DM7422
 DM7422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7422.GEOID18 height accuracy estimate available here.
 DM7422
 DM7422.Click photographs - Photos may exist for this station.
 DM7422
 DM7422.The dynamic height is computed by dividing the NAVD 88
 DM7422.geopotential number by the normal gravity value computed on the
 DM7422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7422.degrees latitude (g = 980.6199 gals.).
 DM7422
 DM7422.The modeled gravity was interpolated from observed gravity values.
 DM7422
 DM7422;                    North         East    Units  Estimated Accuracy
 DM7422;SPC NJ       -   184,780.      155,560.      MT  (+/- 180 meters Scaled)
 DM7422
 DM7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK479831(NAD 83)
 DM7422
 DM7422                          SUPERSEDED SURVEY CONTROL
 DM7422
 DM7422.No superseded survey control is available for this station.
 DM7422
 DM7422_MARKER: DD = SURVEY DISK
 DM7422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7422_STAMPING: 12121
 DM7422_MARK LOGO: NJDCED
 DM7422_PROJECTION: FLUSH
 DM7422_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7422+STABILITY: SURFACE MOTION
 DM7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7422+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7422
 DM7422  HISTORY     - Date     Condition        Report By
 DM7422  HISTORY     - 1940     MONUMENTED       NJDCED
 DM7422  HISTORY     - 20100713 GOOD             NJGS
 DM7422
 DM7422                          STATION DESCRIPTION
 DM7422
 DM7422'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7422'THE STATION IS LOCATED IN THE BOROUGH OF HIGHLAND PARK, AT THE
 DM7422'SOUTHEAST CORNER OF THE JUNCTION OF SOUTH ADELAIDE AVENUE AND RARITAN
 DM7422'AVENUE (NEW JERSEY ROUTE 27).
 DM7422'
 DM7422'THE STATION IS BETWEEN THE CURB AND SIDEWALK OF SOUTH ADELAIDE AVENUE.
 DM7422'IT IS 18 FT (5.5 M) EAST OF THE CENTERLINE OF SOUTH ADELAIDE AVENUE,
 DM7422'31 FT (9.4 M) SOUTH OF THE CENTERLINE OF RARITAN AVENUE, 19 FT (5.8 M)
 DM7422'SOUTHWEST OF A TRAFFIC SIGNAL, 48 FT (14.6 M) EAST OF BENCH MARK B 53
 DM7422'(KV0939) ON THE SOUTHEAST CORNER OF A RETAINING WALL ACROSS THE
 DM7422'STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6509 ***********************************************************************
 KV6509  DESIGNATION -  12149
 KV6509  PID         -  KV6509
 KV6509  STATE/COUNTY-  NJ/MIDDLESEX
 KV6509  COUNTRY     -  US
 KV6509  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6509
 KV6509                         *CURRENT SURVEY CONTROL
 KV6509  ______________________________________________________________________
 KV6509* NAD 83(1986) POSITION- 40 19 40.     (N) 074 30 12.     (W)   SCALED
 KV6509* NAVD 88 ORTHO HEIGHT -    30.059 (meters)       98.62  (feet) ADJUSTED
 KV6509  ______________________________________________________________________
 KV6509  GEOID HEIGHT    -        -32.806 (meters)                     GEOID18
 KV6509  DYNAMIC HEIGHT  -         30.046 (meters)       98.58  (feet) COMP
 KV6509  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 KV6509
 KV6509  VERT ORDER      -  FIRST     CLASS II
 KV6509
 KV6509.The horizontal coordinates were scaled from a map and have
 KV6509.an estimated accuracy of +/- 6 seconds.
 KV6509
 KV6509.The orthometric height was determined by differential leveling and
 KV6509.adjusted by the NATIONAL GEODETIC SURVEY
 KV6509.in April 1995.
 KV6509
 KV6509.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6509.GEOID18 height accuracy estimate available here.
 KV6509
 KV6509.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK421642(NAD 83)
 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
 KV6509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6509.See file dsdata.pdf to determine how the superseded data were derived.
 KV6509
 KV6509_MARKER: DD = SURVEY DISK
 KV6509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6516 ***********************************************************************
 KV6516  DESIGNATION -  12151
 KV6516  PID         -  KV6516
 KV6516  STATE/COUNTY-  NJ/MIDDLESEX
 KV6516  COUNTRY     -  US
 KV6516  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6516
 KV6516                         *CURRENT SURVEY CONTROL
 KV6516  ______________________________________________________________________
 KV6516* NAD 83(1986) POSITION- 40 19 30.65   (N) 074 30 25.91   (W)   HD_HELD1
 KV6516* NAVD 88 ORTHO HEIGHT -    30.068 (meters)       98.65  (feet) ADJUSTED
 KV6516  ______________________________________________________________________
 KV6516  GEOID HEIGHT    -        -32.812 (meters)                     GEOID18
 KV6516  DYNAMIC HEIGHT  -         30.055 (meters)       98.61  (feet) COMP
 KV6516  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 KV6516
 KV6516  VERT ORDER      -  FIRST     CLASS II
 KV6516
 KV6516.The horizontal coordinates were determined by differentially corrected
 KV6516.hand held GPS observations or other comparable positioning techniques
 KV6516.and have an estimated accuracy of +/- 3 meters.
 KV6516
 KV6516.The orthometric height was determined by differential leveling and
 KV6516.adjusted by the NATIONAL GEODETIC SURVEY
 KV6516.in April 1995.
 KV6516
 KV6516.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6516.GEOID18 height accuracy estimate available here.
 KV6516
 KV6516.Click photographs - Photos may exist for this station.
 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       -   165,618.1     149,388.4     MT  (+/- 3 meters HH1 GPS) 
 KV6516
 KV6516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4186563966(NAD 83)
 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
 KV6516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6516.See file dsdata.pdf to determine how the superseded data were derived.
 KV6516
 KV6516_MARKER: DD = SURVEY DISK
 KV6516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6516_STAMPING: 12151
 KV6516_MARK LOGO: NJGS
 KV6516_PROJECTION: RECESSED 8 CENTIMETERS
 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 - May 06, 2014
 KV6516
 KV6516  HISTORY     - Date     Condition        Report By
 KV6516  HISTORY     - 1940     MONUMENTED       NJGS
 KV6516  HISTORY     - 19910727 GOOD             NJGS
 KV6516  HISTORY     - 19911112 GOOD             NJGS
 KV6516  HISTORY     - 20140506 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.
 KV6516
 KV6516                          STATION RECOVERY (2014)
 KV6516
 KV6516'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6516'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTH-SOUTHEAST OF
 KV6516'MONMOUTH JUNCTION, 4.0 MI (6.4 KM) WEST-SOUTHWEST OF JAMESBURG AND 3.9
 KV6516'MI (6.3 KM) NORTH-NORTHEAST OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 KV6516'
 KV6516'TO REACH THE STATION FROM THE JUNCTION OF DEY ROAD AND SOUTHBOUND U.S.
 KV6516'HIGHWAY 130, GO 0.2 MI (0.3 KM) SOUTH ON U.S. HIGHWAY 130 TO THE
 KV6516'STATION ON THE RIGHT.
 KV6516'
 KV6516'THE STATION IS 151.5 FT (46.2 M) SOUTH-SOUTHWEST OF THE SOUTHWEST END
 KV6516'OF CURB, 42 FT (12.8 M) SOUTHWEST OF POLE NUMBER 61451, 8.3 FT (2.5 M)
 KV6516'NORTHWEST OF THE NORTHWEST EDGE OF PAVING, 31.1 FT (9.5 M) NORTHWEST
 KV6516'OF THE CENTERLINE OF SOUTHBOUND HIGHWAY 130, 120 FT (36.6 M) NORTHEAST
 KV6516'OF POLE NUMBER 61541, 138 FT (42.1 M) NORTHEAST OF THE CENTER OF AN
 KV6516'INLET CURB PIECE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6517 ***********************************************************************
 KV6517  DESIGNATION -  12152
 KV6517  PID         -  KV6517
 KV6517  STATE/COUNTY-  NJ/MIDDLESEX
 KV6517  COUNTRY     -  US
 KV6517  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6517
 KV6517                         *CURRENT SURVEY CONTROL
 KV6517  ______________________________________________________________________
 KV6517* NAD 83(1986) POSITION- 40 19 16.26   (N) 074 30 27.28   (W)   HD_HELD1
 KV6517* NAVD 88 ORTHO HEIGHT -    37.319 (meters)      122.44  (feet) ADJUSTED
 KV6517  ______________________________________________________________________
 KV6517  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 KV6517  DYNAMIC HEIGHT  -         37.303 (meters)      122.38  (feet) COMP
 KV6517  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 KV6517
 KV6517  VERT ORDER      -  FIRST     CLASS II
 KV6517
 KV6517.The horizontal coordinates were determined by differentially corrected
 KV6517.hand held GPS observations or other comparable positioning techniques
 KV6517.and have an estimated accuracy of +/- 3 meters.
 KV6517
 KV6517.The orthometric height was determined by differential leveling and
 KV6517.adjusted by the NATIONAL GEODETIC SURVEY
 KV6517.in April 1995.
 KV6517
 KV6517.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6517.GEOID18 height accuracy estimate available here.
 KV6517
 KV6517.Click photographs - Photos may exist for this station.
 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       -   165,174.3     149,356.0     MT  (+/- 3 meters HH1 GPS) 
 KV6517
 KV6517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4183563522(NAD 83)
 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
 KV6517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6517.See file dsdata.pdf to determine how the superseded data were derived.
 KV6517
 KV6517_MARKER: DD = SURVEY DISK
 KV6517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6517_STAMPING: 12152
 KV6517_MARK LOGO: NJGS
 KV6517_PROJECTION: RECESSED 10 CENTIMETERS
 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 - May 06, 2014
 KV6517
 KV6517  HISTORY     - Date     Condition        Report By
 KV6517  HISTORY     - 1940     MONUMENTED       NJGS
 KV6517  HISTORY     - 19910727 GOOD             NJGS
 KV6517  HISTORY     - 19911112 GOOD             NJGS
 KV6517  HISTORY     - 20140506 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.
 KV6517
 KV6517                          STATION RECOVERY (2014)
 KV6517
 KV6517'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6517'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 KV6517'
 KV6517'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF
 KV6517'MONMOUTH JUNCTION, 4.1 MI (6.6 KM) WEST-SOUTHWEST OF JAMESBURG AND 3.7
 KV6517'MI (6.0 KM) NORTH-NORTHEAST OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 KV6517'
 KV6517'THE STATION IS 30 FT (9.1 M) EAST-SOUTHEAST OF THE NORTHBOUND LANES OF
 KV6517'U.S. HIGHWAY 130, 167.3 FT (51.0 M) NORTH-NORTHEAST OF POLE NUMBER
 KV6517'61106CB, 43 FT (13.1 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 KV6517'PAD FOR A TRANSFORMER LOCATED IN A LANDSCAPED AREA IN FRONT OF A MOTEL
 KV6517'(RESIDENCE INN) ON THE NORTHBOUND SIDE OF U.S. HIGHWAY 130.
 KV6517'
 KV6517'IT IS 81.6 FT (24.9 M) SOUTHWEST OF THE NORTHEAST CURB CURB CORNER AT
 KV6517'THE NORTH END OF THE PARKING LOT FOR THE MOTEL, 195 FT (59.4 M)
 KV6517'SOUTHWEST OF THE CENTER OF AN INLET CURB PIECE AT THE EXIT/ENTRANCE
 KV6517'ISLAND FOR THE EXTRA SPACE STORAGE FACILITY (NUMBER 2660).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5841 ***********************************************************************
 DP5841  DESIGNATION -  12157
 DP5841  PID         -  DP5841
 DP5841  STATE/COUNTY-  NJ/MIDDLESEX
 DP5841  COUNTRY     -  US
 DP5841  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5841
 DP5841                         *CURRENT SURVEY CONTROL
 DP5841  ______________________________________________________________________
 DP5841* NAD 83(1986) POSITION- 40 17 52.61   (N) 074 30 52.71   (W)   HD_HELD1
 DP5841* NAVD 88 ORTHO HEIGHT -    29.243 (meters)       95.94  (feet) ADJUSTED
 DP5841  ______________________________________________________________________
 DP5841  GEOID HEIGHT    -        -32.766 (meters)                     GEOID18
 DP5841  DYNAMIC HEIGHT  -         29.230 (meters)       95.90  (feet) COMP
 DP5841  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 DP5841
 DP5841  VERT ORDER      -  FIRST     CLASS II
 DP5841
 DP5841.The horizontal coordinates were determined by differentially corrected
 DP5841.hand held GPS observations or other comparable positioning techniques
 DP5841.and have an estimated accuracy of +/- 3 meters.
 DP5841
 DP5841.The orthometric height was determined by differential leveling and
 DP5841.adjusted by the NATIONAL GEODETIC SURVEY
 DP5841.in April 2015.
 DP5841
 DP5841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5841.GEOID18 height accuracy estimate available here.
 DP5841
 DP5841.Click photographs - Photos may exist for this station.
 DP5841
 DP5841.The dynamic height is computed by dividing the NAVD 88
 DP5841.geopotential number by the normal gravity value computed on the
 DP5841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5841.degrees latitude (g = 980.6199 gals.).
 DP5841
 DP5841.The modeled gravity was interpolated from observed gravity values.
 DP5841
 DP5841;                    North         East    Units  Estimated Accuracy
 DP5841;SPC NJ       -   162,594.5     148,755.3     MT  (+/- 3 meters HH1 GPS) 
 DP5841
 DP5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4124960940(NAD 83)
 DP5841
 DP5841                          SUPERSEDED SURVEY CONTROL
 DP5841
 DP5841.No superseded survey control is available for this station.
 DP5841
 DP5841_MARKER: DD = SURVEY DISK
 DP5841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5841_STAMPING: 12157
 DP5841_MARK LOGO: NJDCED
 DP5841_PROJECTION: RECESSED 10 CENTIMETERS
 DP5841_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5841+STABILITY: SURFACE MOTION
 DP5841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5841+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 DP5841
 DP5841  HISTORY     - Date     Condition        Report By
 DP5841  HISTORY     - 1940     MONUMENTED       NJDCED
 DP5841  HISTORY     - 20140326 GOOD             NJGS
 DP5841
 DP5841                          STATION DESCRIPTION
 DP5841
 DP5841'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5841'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF
 DP5841'ROOSEVELT, 5.4 MI (8.7 KM) SOUTHWEST OF JAMESBURG AND 2.0 MI (3.2 KM)
 DP5841'NORTH-NORTHEAST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5841'
 DP5841'TO REACH FROM THE INTERSECTION OF U.S.HIGHWAY 130 AND SOUTH MAIN
 DP5841'STREET (CRANBURY CIRCLE), GO 0.5 MI (0.8 KM) NORTHEAST ON NORTHBOUND
 DP5841'U.S. HIGHWAY 130 TO THE STATION ON THE RIGHT.
 DP5841'
 DP5841'THE STATION IS 179 FT (54.6 M) SOUTHWEST OF THE NORTHEAST LEG TO A
 DP5841'BILLBOARD (NUMBER 15917-2600), AT THE SOUTH EDGE OF A VACATED PAVED
 DP5841'ROAD/PARKING AREA FOR A REMOVED BUILDING (THE CONCRETE BASE REMAINS)
 DP5841'ON THE NORTHBOUND LANES OF HIGHWAY 130, 3.7 FT (1.1 M) SOUTHEAST OF
 DP5841'THE SOUTHEAST EDGE OF PAVING OF NORTHBOUND HIGHWAY 130, 14.9 FT (4.5
 DP5841'M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE SLAB FOR NORTHBOUND
 DP5841'HIGHWAY 130, 30.6 FT (9.3 M) NORTHEAST OF A 30 INCH (76 CM) TREE, 100
 DP5841'FT (30.5 M) SOUTHWEST OF A 24 INCH (61 CM) TREE, 203 FT (61.9 M)
 DP5841'SOUTHWEST OF POLE NUMBER 61533.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5839 ***********************************************************************
 DP5839  DESIGNATION -  12158
 DP5839  PID         -  DP5839
 DP5839  STATE/COUNTY-  NJ/MIDDLESEX
 DP5839  COUNTRY     -  US
 DP5839  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5839
 DP5839                         *CURRENT SURVEY CONTROL
 DP5839  ______________________________________________________________________
 DP5839* NAD 83(1986) POSITION- 40 17 30.87   (N) 074 31 13.78   (W)   HD_HELD1
 DP5839* NAVD 88 ORTHO HEIGHT -    28.106 (meters)       92.21  (feet) ADJUSTED
 DP5839  ______________________________________________________________________
 DP5839  GEOID HEIGHT    -        -32.766 (meters)                     GEOID18
 DP5839  DYNAMIC HEIGHT  -         28.094 (meters)       92.17  (feet) COMP
 DP5839  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 DP5839
 DP5839  VERT ORDER      -  FIRST     CLASS II
 DP5839
 DP5839.The horizontal coordinates were determined by differentially corrected
 DP5839.hand held GPS observations or other comparable positioning techniques
 DP5839.and have an estimated accuracy of +/- 3 meters.
 DP5839
 DP5839.The orthometric height was determined by differential leveling and
 DP5839.adjusted by the NATIONAL GEODETIC SURVEY
 DP5839.in April 2015.
 DP5839
 DP5839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5839.GEOID18 height accuracy estimate available here.
 DP5839
 DP5839.Click photographs - Photos may exist for this station.
 DP5839
 DP5839.The dynamic height is computed by dividing the NAVD 88
 DP5839.geopotential number by the normal gravity value computed on the
 DP5839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5839.degrees latitude (g = 980.6199 gals.).
 DP5839
 DP5839.The modeled gravity was interpolated from observed gravity values.
 DP5839
 DP5839;                    North         East    Units  Estimated Accuracy
 DP5839;SPC NJ       -   161,924.1     148,257.5     MT  (+/- 3 meters HH1 GPS) 
 DP5839
 DP5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4075560267(NAD 83)
 DP5839
 DP5839                          SUPERSEDED SURVEY CONTROL
 DP5839
 DP5839.No superseded survey control is available for this station.
 DP5839
 DP5839_MARKER: DD = SURVEY DISK
 DP5839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5839_STAMPING: 12158
 DP5839_MARK LOGO: NJDCED
 DP5839_PROJECTION: RECESSED 10 CENTIMETERS
 DP5839_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5839+STABILITY: SURFACE MOTION
 DP5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5839+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DP5839
 DP5839  HISTORY     - Date     Condition        Report By
 DP5839  HISTORY     - 1940     MONUMENTED       NJDCED
 DP5839  HISTORY     - 20140226 GOOD             NJGS
 DP5839
 DP5839                          STATION DESCRIPTION
 DP5839
 DP5839'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5839'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF JAMESBURG,
 DP5839'5.5 MI (8.8 KM) NORTH-NORTHWEST OF ROOSEVELT AND 1.6 MI (2.6 KM) NORTH
 DP5839'OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 DP5839'
 DP5839'THE STATION IS IN THE CRANBURY CIRCLE, JUNCTION OF U.S. HIGHWAY 130
 DP5839'AND SOUTH MAIN STREET (COUNTY ROUTE 539).
 DP5839'
 DP5839'THE STATION IS 82 FT (25.0 M) SOUTH-SOUTHWEST OF POLE WITH NO NUMBER,
 DP5839'61 FT (18.6 M) SOUTH OF POLE NUMBER 738, 113 FT (34.4 M) NORTH OF POLE
 DP5839'NUMBER 60605CB, 7.5 FT (2.3 M) NORTH OF BASELINE MONUMENT 793+99.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5838 ***********************************************************************
 DP5838  DESIGNATION -  12159
 DP5838  PID         -  DP5838
 DP5838  STATE/COUNTY-  NJ/MERCER
 DP5838  COUNTRY     -  US
 DP5838  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5838
 DP5838                         *CURRENT SURVEY CONTROL
 DP5838  ______________________________________________________________________
 DP5838* NAD 83(1986) POSITION- 40 17 14.51   (N) 074 31 28.06   (W)   HD_HELD1
 DP5838* NAVD 88 ORTHO HEIGHT -    32.688 (meters)      107.24  (feet) ADJUSTED
 DP5838  ______________________________________________________________________
 DP5838  GEOID HEIGHT    -        -32.764 (meters)                     GEOID18
 DP5838  DYNAMIC HEIGHT  -         32.674 (meters)      107.20  (feet) COMP
 DP5838  MODELED GRAVITY -    980,196.3   (mgal)                       NAVD 88
 DP5838
 DP5838  VERT ORDER      -  FIRST     CLASS II
 DP5838
 DP5838.The horizontal coordinates were determined by differentially corrected
 DP5838.hand held GPS observations or other comparable positioning techniques
 DP5838.and have an estimated accuracy of +/- 3 meters.
 DP5838
 DP5838.The orthometric height was determined by differential leveling and
 DP5838.adjusted by the NATIONAL GEODETIC SURVEY
 DP5838.in April 2015.
 DP5838
 DP5838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5838.GEOID18 height accuracy estimate available here.
 DP5838
 DP5838.Click photographs - Photos may exist for this station.
 DP5838
 DP5838.The dynamic height is computed by dividing the NAVD 88
 DP5838.geopotential number by the normal gravity value computed on the
 DP5838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5838.degrees latitude (g = 980.6199 gals.).
 DP5838
 DP5838.The modeled gravity was interpolated from observed gravity values.
 DP5838
 DP5838;                    North         East    Units  Estimated Accuracy
 DP5838;SPC NJ       -   161,419.6     147,920.2     MT  (+/- 3 meters HH1 GPS) 
 DP5838
 DP5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4042159761(NAD 83)
 DP5838
 DP5838                          SUPERSEDED SURVEY CONTROL
 DP5838
 DP5838.No superseded survey control is available for this station.
 DP5838
 DP5838_MARKER: DD = SURVEY DISK
 DP5838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5838_STAMPING: 12159
 DP5838_MARK LOGO: NJDCED
 DP5838_PROJECTION: RECESSED 15 CENTIMETERS
 DP5838_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5838+STABILITY: SURFACE MOTION
 DP5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5838+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DP5838
 DP5838  HISTORY     - Date     Condition        Report By
 DP5838  HISTORY     - 1946     MONUMENTED       NJDCED
 DP5838  HISTORY     - 20140226 GOOD             NJGS
 DP5838
 DP5838                          STATION DESCRIPTION
 DP5838
 DP5838'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5838'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF JAMESBURG,
 DP5838'5.5 MI (8.8 KM) NORTH-NORTHWEST OF ROOSEVELT AND 1.6 MI (2.6 KM) NORTH
 DP5838'OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5838'
 DP5838'THE STATION IS LOCATED ON THE NORTHEAST CORNER OF THE JUNCTION OF U.S.
 DP5838'HIGHWAY 130 NORTH AND OLD CRANBURY ROAD.
 DP5838'
 DP5838'THE STATION IS 26.5 FT (8.1 M) NORTHEAST OF A TRAFFIC LIGHT MAST, 28
 DP5838'FT (8.5 M) SOUTHWEST OF POLE NUMBER JC6244EW, 34.3 FT (10.5 M)
 DP5838'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY
 DP5838'130, 55 FT (16.8 M) NORTHEAST OF THE CENTERLINE OF OLD CRANBURY ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6519 ***********************************************************************
 KV6519  DESIGNATION -  12165
 KV6519  PID         -  KV6519
 KV6519  STATE/COUNTY-  NJ/SOMERSET
 KV6519  COUNTRY     -  US
 KV6519  USGS QUAD   -  MONMOUTH JUNCTION (2016)
 KV6519
 KV6519                         *CURRENT SURVEY CONTROL
 KV6519  ______________________________________________________________________
 KV6519* NAD 83(2011) POSITION- 40 24 52.86047(N) 074 35 35.56630(W)   ADJUSTED
 KV6519* NAD 83(2011) ELLIP HT-    46.259 (meters)        (06/27/12)   ADJUSTED
 KV6519* NAD 83(2011) EPOCH   -  2010.00
 KV6519* NAVD 88 ORTHO HEIGHT -    79.5   (meters)      261.    (feet) GPS OBS
 KV6519  ______________________________________________________________________
 KV6519  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6519  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 KV6519  NAD 83(2011) X  -  1,291,959.473 (meters)                     COMP
 KV6519  NAD 83(2011) Y  - -4,688,260.015 (meters)                     COMP
 KV6519  NAD 83(2011) Z  -  4,113,181.336 (meters)                     COMP
 KV6519  LAPLACE CORR    -          5.61  (seconds)                    DEFLEC18
 KV6519
 KV6519  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6519  Standards:
 KV6519         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6519            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6519  -------------------------------------------------------------------
 KV6519  NETWORK    0.84   1.41           0.34   0.35   0.72     -0.08220898
 KV6519  -------------------------------------------------------------------
 KV6519  Click here for local accuracies and other accuracy information.
 KV6519
 KV6519.The horizontal coordinates were established by GPS observations
 KV6519.and adjusted by the National Geodetic Survey in June 2012.
 KV6519
 KV6519.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6519.been affixed to the stable North American tectonic plate. See 
 KV6519.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6519
 KV6519.The horizontal coordinates are valid at the epoch date displayed above
 KV6519.which is a decimal equivalence of Year/Month/Day.
 KV6519
 KV6519.The orthometric height was determined by GPS observations and a
 KV6519.high-resolution geoid model.
 KV6519
 KV6519.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6519.GEOID18 height accuracy estimate available here.
 KV6519
 KV6519.Click photographs - Photos may exist for this station.
 KV6519
 KV6519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6519
 KV6519.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6519
 KV6519.The ellipsoidal height was determined by GPS observations
 KV6519.and is referenced to NAD 83.
 KV6519
 KV6519. The following values were computed from the NAD 83(2011) position.
 KV6519
 KV6519;                    North         East     Units Scale Factor Converg.
 KV6519;SPC NJ       -   175,559.855   142,089.344   MT  0.99990077   -0 03 37.6
 KV6519;SPC NJ       -   575,982.62    466,171.46   sFT  0.99990077   -0 03 37.6
 KV6519;UTM  18      - 4,473,864.109   534,512.318   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  =   0.99960741
 KV6519
 KV6519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3451273864(NAD 83)
 KV6519
 KV6519                          SUPERSEDED SURVEY CONTROL
 KV6519
 KV6519  NAD 83(2007)-  40 24 52.86075(N)    074 35 35.56694(W) AD(2002.00) 0
 KV6519  ELLIP H (02/10/07)   46.275  (m)                       GP(2002.00)    
 KV6519  ELLIP H (10/23/02)   46.289  (m)                       GP(       ) 4 1
 KV6519  NAD 83(1996)-  40 24 52.86113(N)    074 35 35.56701(W) AD(       ) 1
 KV6519  ELLIP H (05/14/99)   46.293  (m)                       GP(       ) 4 1
 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)  UNKNOWN  model used  GPS OBS        
 KV6519
 KV6519.Superseded values are not recommended for survey control.
 KV6519
 KV6519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6519.See file dsdata.pdf to determine how the superseded data were derived.
 KV6519
 KV6519_MARKER: DD = SURVEY DISK
 KV6519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20220711 MARK NOT FOUND   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.
 KV6519
 KV6519                          STATION RECOVERY (2022)
 KV6519
 KV6519'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6519'ROAD HAS BEEN WIDENED.  TIES PLACE MARK IN ROADWAY.  CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0961 ***********************************************************************
 JU0961  DESIGNATION -  122
 JU0961  PID         -  JU0961
 JU0961  STATE/COUNTY-  NJ/CUMBERLAND
 JU0961  COUNTRY     -  US
 JU0961  USGS QUAD   -  MILLVILLE (2019)
 JU0961
 JU0961                         *CURRENT SURVEY CONTROL
 JU0961  ______________________________________________________________________
 JU0961* NAD 83(1986) POSITION- 39 29 28.     (N) 075 03 21.     (W)   SCALED
 JU0961* NAVD 88 ORTHO HEIGHT -    22.358 (meters)       73.35  (feet) ADJUSTED
 JU0961  ______________________________________________________________________
 JU0961  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 JU0961  DYNAMIC HEIGHT  -         22.346 (meters)       73.31  (feet) COMP
 JU0961  MODELED GRAVITY -    980,116.7   (mgal)                       NAVD 88
 JU0961
 JU0961  VERT ORDER      -  SECOND    CLASS 0
 JU0961
 JU0961.The horizontal coordinates were scaled from a map and have
 JU0961.an estimated accuracy of +/- 6 seconds.
 JU0961
 JU0961.The orthometric height was determined by differential leveling and
 JU0961.adjusted by the NATIONAL GEODETIC SURVEY
 JU0961.in June 1991.
 JU0961
 JU0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0961.GEOID18 height accuracy estimate available here.
 JU0961
 JU0961.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ951712(NAD 83)
 JU0961
 JU0961                          SUPERSEDED SURVEY CONTROL
 JU0961
 JU0961  NGVD 29 (11/26/84)   22.728  (m)           74.57   (f) ADJUSTED    2 0
 JU0961
 JU0961.Superseded values are not recommended for survey control.
 JU0961
 JU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0961.See file dsdata.pdf to determine how the superseded data were derived.
 JU0961
 JU0961_MARKER: B = BOLT
 JU0961_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0961+WITH SETTING: PAVEMENT
 JU0961_SP_SET: BASE
 JU0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0961+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV6288 ***********************************************************************
 KV6288  DESIGNATION -  12205
 KV6288  PID         -  KV6288
 KV6288  STATE/COUNTY-  NJ/MONMOUTH
 KV6288  COUNTRY     -  US
 KV6288  USGS QUAD   -  FARMINGDALE (2016)
 KV6288
 KV6288                         *CURRENT SURVEY CONTROL
 KV6288  ______________________________________________________________________
 KV6288* NAD 83(1986) POSITION- 40 09 42.     (N) 074 07 44.     (W)   SCALED
 KV6288* NAVD 88 ORTHO HEIGHT -    20.536 (meters)       67.38  (feet) ADJUSTED
 KV6288  ______________________________________________________________________
 KV6288  GEOID HEIGHT    -        -32.773 (meters)                     GEOID18
 KV6288  DYNAMIC HEIGHT  -         20.527 (meters)       67.35  (feet) COMP
 KV6288  MODELED GRAVITY -    980,177.0   (mgal)                       NAVD 88
 KV6288
 KV6288  VERT ORDER      -  FIRST     CLASS II
 KV6288
 KV6288.The horizontal coordinates were scaled from a map and have
 KV6288.an estimated accuracy of +/- 6 seconds.
 KV6288
 KV6288.The orthometric height was determined by differential leveling and
 KV6288.adjusted by the NATIONAL GEODETIC SURVEY
 KV6288.in June 1991.
 KV6288
 KV6288.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6288.GEOID18 height accuracy estimate available here.
 KV6288
 KV6288.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK741460(NAD 83)
 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
 KV6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6288.See file dsdata.pdf to determine how the superseded data were derived.
 KV6288
 KV6288_MARKER: DD = SURVEY DISK
 KV6288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6287 ***********************************************************************
 KV6287  DESIGNATION -  12206
 KV6287  PID         -  KV6287
 KV6287  STATE/COUNTY-  NJ/MONMOUTH
 KV6287  COUNTRY     -  US
 KV6287  USGS QUAD   -  FARMINGDALE (2016)
 KV6287
 KV6287                         *CURRENT SURVEY CONTROL
 KV6287  ______________________________________________________________________
 KV6287* NAD 83(1986) POSITION- 40 09 46.     (N) 074 08 07.     (W)   SCALED
 KV6287* NAVD 88 ORTHO HEIGHT -    19.588 (meters)       64.27  (feet) ADJUSTED
 KV6287  ______________________________________________________________________
 KV6287  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 KV6287  DYNAMIC HEIGHT  -         19.579 (meters)       64.24  (feet) COMP
 KV6287  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 KV6287
 KV6287  VERT ORDER      -  FIRST     CLASS II
 KV6287
 KV6287.The horizontal coordinates were scaled from a map and have
 KV6287.an estimated accuracy of +/- 6 seconds.
 KV6287
 KV6287.The orthometric height was determined by differential leveling and
 KV6287.adjusted by the NATIONAL GEODETIC SURVEY
 KV6287.in June 1991.
 KV6287
 KV6287.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6287.GEOID18 height accuracy estimate available here.
 KV6287
 KV6287.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK736461(NAD 83)
 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
 KV6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6287.See file dsdata.pdf to determine how the superseded data were derived.
 KV6287
 KV6287_MARKER: DD = SURVEY DISK
 KV6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6286 ***********************************************************************
 KV6286  DESIGNATION -  12208
 KV6286  PID         -  KV6286
 KV6286  STATE/COUNTY-  NJ/MONMOUTH
 KV6286  COUNTRY     -  US
 KV6286  USGS QUAD   -  FARMINGDALE (2016)
 KV6286
 KV6286                         *CURRENT SURVEY CONTROL
 KV6286  ______________________________________________________________________
 KV6286* NAD 83(1986) POSITION- 40 09 53.43   (N) 074 08 39.95   (W)   HD_HELD1
 KV6286* NAVD 88 ORTHO HEIGHT -    13.989 (meters)       45.90  (feet) ADJUSTED
 KV6286  ______________________________________________________________________
 KV6286  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 KV6286  DYNAMIC HEIGHT  -         13.983 (meters)       45.88  (feet) COMP
 KV6286  MODELED GRAVITY -    980,181.0   (mgal)                       NAVD 88
 KV6286
 KV6286  VERT ORDER      -  FIRST     CLASS II
 KV6286
 KV6286.The horizontal coordinates were determined by differentially corrected
 KV6286.hand held GPS observations or other comparable positioning techniques
 KV6286.and have an estimated accuracy of +/- 3 meters.
 KV6286
 KV6286.The orthometric height was determined by differential leveling and
 KV6286.adjusted by the NATIONAL GEODETIC SURVEY
 KV6286.in June 1991.
 KV6286
 KV6286.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6286.GEOID18 height accuracy estimate available here.
 KV6286
 KV6286.Click photographs - Photos may exist for this station.
 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       -   147,876.6     180,287.3     MT  (+/- 3 meters HH1 GPS) 
 KV6286
 KV6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7285546404(NAD 83)
 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
 KV6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6286.See file dsdata.pdf to determine how the superseded data were derived.
 KV6286
 KV6286_MARKER: DD = SURVEY DISK
 KV6286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6286_STAMPING: 12208
 KV6286_MARK LOGO: NJDCED
 KV6286_PROJECTION: RECESSED 8 CENTIMETERS
 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  HISTORY     - 20170327 GOOD             NJGS
 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.
 KV6286
 KV6286                          STATION RECOVERY (2017)
 KV6286
 KV6286'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 KV6286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6290 ***********************************************************************
 KV6290  DESIGNATION -  12218
 KV6290  PID         -  KV6290
 KV6290  STATE/COUNTY-  NJ/MONMOUTH
 KV6290  COUNTRY     -  US
 KV6290  USGS QUAD   -  FARMINGDALE (2016)
 KV6290
 KV6290                         *CURRENT SURVEY CONTROL
 KV6290  ______________________________________________________________________
 KV6290* NAD 83(1986) POSITION- 40 10 28.     (N) 074 09 19.     (W)   SCALED
 KV6290* NAVD 88 ORTHO HEIGHT -    15.364 (meters)       50.41  (feet) ADJUSTED
 KV6290  ______________________________________________________________________
 KV6290  GEOID HEIGHT    -        -32.684 (meters)                     GEOID18
 KV6290  DYNAMIC HEIGHT  -         15.357 (meters)       50.38  (feet) COMP
 KV6290  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 KV6290
 KV6290  VERT ORDER      -  FIRST     CLASS II
 KV6290
 KV6290.The horizontal coordinates were scaled from a map and have
 KV6290.an estimated accuracy of +/- 6 seconds.
 KV6290
 KV6290.The orthometric height was determined by differential leveling and
 KV6290.adjusted by the NATIONAL GEODETIC SURVEY
 KV6290.in June 1991.
 KV6290
 KV6290.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6290.GEOID18 height accuracy estimate available here.
 KV6290
 KV6290.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK719474(NAD 83)
 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
 KV6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6290.See file dsdata.pdf to determine how the superseded data were derived.
 KV6290
 KV6290_MARKER: DD = SURVEY DISK
 KV6290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6289 ***********************************************************************
 KV6289  DESIGNATION -  12219
 KV6289  PID         -  KV6289
 KV6289  STATE/COUNTY-  NJ/MONMOUTH
 KV6289  COUNTRY     -  US
 KV6289  USGS QUAD   -  FARMINGDALE (2016)
 KV6289
 KV6289                         *CURRENT SURVEY CONTROL
 KV6289  ______________________________________________________________________
 KV6289* NAD 83(1986) POSITION- 40 10 38.     (N) 074 09 34.     (W)   SCALED
 KV6289* NAVD 88 ORTHO HEIGHT -    17.320 (meters)       56.82  (feet) ADJUSTED
 KV6289  ______________________________________________________________________
 KV6289  GEOID HEIGHT    -        -32.667 (meters)                     GEOID18
 KV6289  DYNAMIC HEIGHT  -         17.313 (meters)       56.80  (feet) COMP
 KV6289  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 KV6289
 KV6289  VERT ORDER      -  FIRST     CLASS II
 KV6289
 KV6289.The horizontal coordinates were scaled from a map and have
 KV6289.an estimated accuracy of +/- 6 seconds.
 KV6289
 KV6289.The orthometric height was determined by differential leveling and
 KV6289.adjusted by the NATIONAL GEODETIC SURVEY
 KV6289.in June 1991.
 KV6289
 KV6289.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6289.GEOID18 height accuracy estimate available here.
 KV6289
 KV6289.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK715477(NAD 83)
 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
 KV6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6289.See file dsdata.pdf to determine how the superseded data were derived.
 KV6289
 KV6289_MARKER: DD = SURVEY DISK
 KV6289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DR5273 ***********************************************************************
 DR5273  DESIGNATION -  12246
 DR5273  PID         -  DR5273
 DR5273  STATE/COUNTY-  NJ/MONMOUTH
 DR5273  COUNTRY     -  US
 DR5273  USGS QUAD   -  KEYPORT (2016)
 DR5273
 DR5273                         *CURRENT SURVEY CONTROL
 DR5273  ______________________________________________________________________
 DR5273* NAD 83(1986) POSITION- 40 26 07.99   (N) 074 07 52.05   (W)   HD_HELD1
 DR5273* NAVD 88 ORTHO HEIGHT -     4.631 (meters)       15.19  (feet) ADJUSTED
 DR5273  ______________________________________________________________________
 DR5273  GEOID HEIGHT    -        -32.350 (meters)                     GEOID18
 DR5273  DYNAMIC HEIGHT  -          4.629 (meters)       15.19  (feet) COMP
 DR5273  MODELED GRAVITY -    980,221.2   (mgal)                       NAVD 88
 DR5273
 DR5273  VERT ORDER      -  FIRST     CLASS II
 DR5273
 DR5273.The horizontal coordinates were determined by differentially corrected
 DR5273.hand held GPS observations or other comparable positioning techniques
 DR5273.and have an estimated accuracy of +/- 3 meters.
 DR5273
 DR5273.The orthometric height was determined by differential leveling and
 DR5273.adjusted by the NATIONAL GEODETIC SURVEY
 DR5273.in July 2020.
 DR5273
 DR5273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5273.GEOID18 height accuracy estimate available here.
 DR5273
 DR5273.Click photographs - Photos may exist for this station.
 DR5273
 DR5273.The dynamic height is computed by dividing the NAVD 88
 DR5273.geopotential number by the normal gravity value computed on the
 DR5273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5273.degrees latitude (g = 980.6199 gals.).
 DR5273
 DR5273.The modeled gravity was interpolated from observed gravity values.
 DR5273
 DR5273;                    North         East    Units  Estimated Accuracy
 DR5273;SPC NJ       -   177,938.2     181,295.5     MT  (+/- 3 meters HH1 GPS) 
 DR5273
 DR5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7369376463(NAD 83)
 DR5273
 DR5273                          SUPERSEDED SURVEY CONTROL
 DR5273
 DR5273.No superseded survey control is available for this station.
 DR5273
 DR5273_MARKER: DD = SURVEY DISK
 DR5273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5273_STAMPING: 12246
 DR5273_MARK LOGO: NJDCED
 DR5273_PROJECTION: RECESSED 23 CENTIMETERS
 DR5273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5273+STABILITY: SURFACE MOTION
 DR5273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5273+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2020
 DR5273
 DR5273  HISTORY     - Date     Condition        Report By
 DR5273  HISTORY     - 1939     MONUMENTED       NJDCED
 DR5273  HISTORY     - 20180822 SEE DESCRIPTION  NJGS
 DR5273  HISTORY     - 20201211 SEE DESCRIPTION  NJGS
 DR5273
 DR5273                          STATION DESCRIPTION
 DR5273
 DR5273'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5273'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF SOUTH
 DR5273'AMBOY JUNCTION, 8.6 MI (13.8 KM) SOUTHEAST OF PERTH AMBOY AND 3.6 MI
 DR5273'(5.8 KM) EAST OF KEYPORT.  IN KEANSBURG BOROUGH.
 DR5273'
 DR5273'THE STATION IS ON THE NORTHEAST CORNER OF MAIN STREET (COUNTY ROUTE 7)
 DR5273'AND NEW JERSEY STATE ROUTE 36 IN FRONT OF A BUSINESS (THE FAMILY
 DR5273'DOLLAR STORE).
 DR5273'
 DR5273'THE STATION IS 30.5 FT (9.3 M) NORTHWEST OF POLE NUMBER CIR43157, 20
 DR5273'FT (6.1 M) SOUTH OF OF POLE NUMBER 40246KG, 18.5 FT (5.6 M) NORTH OF
 DR5273'THE NORTHEAST CORNER OF INLET, 1 FT (0.3 M) NORTHEAST OF NORTHEAST
 DR5273'EDGE OF SIDEWALK.
 DR5273
 DR5273                          STATION RECOVERY (2020)
 DR5273
 DR5273'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DR5273'RECOVERED MONUMENT THAT SHOWS CONCRETE FRACTURED ON ONE SIDE ADJACENT
 DR5273'TO DISK, DISK HAS GOUGE ON FACE AT EDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5291 ***********************************************************************
 DR5291  DESIGNATION -  12263
 DR5291  PID         -  DR5291
 DR5291  STATE/COUNTY-  NJ/MONMOUTH
 DR5291  COUNTRY     -  US
 DR5291  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5291
 DR5291                         *CURRENT SURVEY CONTROL
 DR5291  ______________________________________________________________________
 DR5291* NAD 83(1986) POSITION- 40 24 11.76   (N) 074 01 46.04   (W)   HD_HELD1
 DR5291* NAVD 88 ORTHO HEIGHT -    13.261 (meters)       43.51  (feet) ADJUSTED
 DR5291  ______________________________________________________________________
 DR5291  GEOID HEIGHT    -        -32.500 (meters)                     GEOID18
 DR5291  DYNAMIC HEIGHT  -         13.256 (meters)       43.49  (feet) COMP
 DR5291  MODELED GRAVITY -    980,199.4   (mgal)                       NAVD 88
 DR5291
 DR5291  VERT ORDER      -  FIRST     CLASS II
 DR5291
 DR5291.The horizontal coordinates were determined by differentially corrected
 DR5291.hand held GPS observations or other comparable positioning techniques
 DR5291.and have an estimated accuracy of +/- 3 meters.
 DR5291
 DR5291.The orthometric height was determined by differential leveling and
 DR5291.adjusted by the NATIONAL GEODETIC SURVEY
 DR5291.in July 2020.
 DR5291
 DR5291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5291.GEOID18 height accuracy estimate available here.
 DR5291
 DR5291.Click photographs - Photos may exist for this station.
 DR5291
 DR5291.The dynamic height is computed by dividing the NAVD 88
 DR5291.geopotential number by the normal gravity value computed on the
 DR5291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5291.degrees latitude (g = 980.6199 gals.).
 DR5291
 DR5291.The modeled gravity was interpolated from observed gravity values.
 DR5291
 DR5291;                    North         East    Units  Estimated Accuracy
 DR5291;SPC NJ       -   174,394.4     189,940.3     MT  (+/- 3 meters HH1 GPS) 
 DR5291
 DR5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8235672969(NAD 83)
 DR5291
 DR5291                          SUPERSEDED SURVEY CONTROL
 DR5291
 DR5291.No superseded survey control is available for this station.
 DR5291
 DR5291_MARKER: DD = SURVEY DISK
 DR5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5291_STAMPING: 12263
 DR5291_MARK LOGO: NJDCED
 DR5291_PROJECTION: RECESSED 20 CENTIMETERS
 DR5291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5291+STABILITY: SURFACE MOTION
 DR5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5291+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 DR5291
 DR5291  HISTORY     - Date     Condition        Report By
 DR5291  HISTORY     - 1939     MONUMENTED       NJGS
 DR5291  HISTORY     - 20180925 GOOD             NJGS
 DR5291
 DR5291                          STATION DESCRIPTION
 DR5291
 DR5291'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5291'THE MARK IS LOCATED ABOUT 12.7 MI (20.4 KM) NORTH OF ASBURY PARK, 9.2
 DR5291'MI (14.8 KM) EAST-SOUTHEAST OF KEYPORT AND 7.1 MI (11.4 KM)
 DR5291'NORTH-NORTHWEST OF LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5291'
 DR5291'TO REACH THE STATION FROM CENTER OF THE ROUTE 36 BRIDGE SPANNING THE
 DR5291'SHREWSBURY RIVER AT THE SOUTHERLY END OF THE SANDY HOOK PENINSULA, GO
 DR5291'2.9 MI (4.7 KM) WEST ON NEW JERSEY STATE ROUTE 36 TO THE STATION ON
 DR5291'THE LEFT IN GRASSY ISLAND THAT SEPARATES NEW JERSEY STATE ROUTE 36 AND
 DR5291'VALLEY DRIVE EAST (COUNTY ROUTE 8A).
 DR5291'
 DR5291'THE STATION IS 62.2 FT (19.0 M) NORTH-NORTHWEST OF POLE NUMBER
 DR5291'BT1786MDT, 48.5 FT (14.8 M) WEST OF EAST CURB OF ISLAND, 30.6 FT (9.3
 DR5291'M) EAST OF WEST CURB OF ISLAND, 13.7 FT (4.2 M) SOUTH OF POLE NUMBER
 DR5291'JC4562MDT ON SOUTHBOUND SIDE OF NEW JERSEY STATE ROUTE 36, 3 FT (0.9
 DR5291'M) NORTHEAST OF A WITNESS SIGN POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5297 ***********************************************************************
 DR5297  DESIGNATION -  12264 B
 DR5297  PID         -  DR5297
 DR5297  STATE/COUNTY-  NJ/MONMOUTH
 DR5297  COUNTRY     -  US
 DR5297  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5297
 DR5297                         *CURRENT SURVEY CONTROL
 DR5297  ______________________________________________________________________
 DR5297* NAD 83(1986) POSITION- 40 24 21.63   (N) 074 01 05.33   (W)   HD_HELD1
 DR5297* NAVD 88 ORTHO HEIGHT -    60.868 (meters)      199.70  (feet) ADJUSTED
 DR5297  ______________________________________________________________________
 DR5297  GEOID HEIGHT    -        -32.516 (meters)                     GEOID18
 DR5297  DYNAMIC HEIGHT  -         60.842 (meters)      199.61  (feet) COMP
 DR5297  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 DR5297
 DR5297  VERT ORDER      -  FIRST     CLASS II
 DR5297
 DR5297.The horizontal coordinates were determined by differentially corrected
 DR5297.hand held GPS observations or other comparable positioning techniques
 DR5297.and have an estimated accuracy of +/- 3 meters.
 DR5297
 DR5297.The orthometric height was determined by differential leveling and
 DR5297.adjusted by the NATIONAL GEODETIC SURVEY
 DR5297.in July 2020.
 DR5297
 DR5297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5297.GEOID18 height accuracy estimate available here.
 DR5297
 DR5297.Click photographs - Photos may exist for this station.
 DR5297
 DR5297.The dynamic height is computed by dividing the NAVD 88
 DR5297.geopotential number by the normal gravity value computed on the
 DR5297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5297.degrees latitude (g = 980.6199 gals.).
 DR5297
 DR5297.The modeled gravity was interpolated from observed gravity values.
 DR5297
 DR5297;                    North         East    Units  Estimated Accuracy
 DR5297;SPC NJ       -   174,703.9     190,898.5     MT  (+/- 3 meters HH1 GPS) 
 DR5297
 DR5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8331273284(NAD 83)
 DR5297
 DR5297                          SUPERSEDED SURVEY CONTROL
 DR5297
 DR5297.No superseded survey control is available for this station.
 DR5297
 DR5297_MARKER: B = BOLT
 DR5297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5297_PROJECTION: RECESSED 25 CENTIMETERS
 DR5297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5297+STABILITY: SURFACE MOTION
 DR5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5297+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 DR5297
 DR5297  HISTORY     - Date     Condition        Report By
 DR5297  HISTORY     - 1949     MONUMENTED       NJGS
 DR5297  HISTORY     - 20180925 GOOD             NJGS
 DR5297
 DR5297                          STATION DESCRIPTION
 DR5297
 DR5297'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5297'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH OF ASBURY PARK, 9.8
 DR5297'MI (15.8 KM) EAST OF KEYPORT AND 7.2 MI (11.6 KM) NORTH OF LONG
 DR5297'BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5297'
 DR5297'TO REACH THE STATION FROM CENTER OF THE NEW JERSEY STATE ROUTE 36
 DR5297'BRIDGE SPANNING THE SHREWSBURY RIVER AT THE SOUTHERLY END OF THE SANDY
 DR5297'HOOK PENINSULA, 2.25 MI (3.62 KM) WEST ON STATE HIGHWAY ROUTE 36 TO
 DR5297'THE STATION ON THE LEFT IN CENTER MEDIAN, BETWEEN JUG HANDLE ON THE
 DR5297'RIGHT AND DANIELLE COURT ON THE LEFT.
 DR5297'
 DR5297'THE STATION IS 164.3 FT (50.1 M) EAST OF WEST END OF MEDIAN CONCRETE
 DR5297'CURB EDGE AT TRAFFIC LIGHT OF DANIELLE COURT, 49.7 FT (15.1 M)
 DR5297'NORTH-NORTHWEST OF THE SOUTH CORNER OF TRIANGULAR SHAPED GRASSY
 DR5297'DIVIDER ON SOUTH-SOUTHWEST SIDE OF SOUTH BOUND LANES, 10.9 FT (3.3 M)
 DR5297'NORTH-NORTHWEST OF THE NORTH EDGE OF SOUTHBOUND LANES, 4.3 FT (1.3 M)
 DR5297'SOUTH-SOUTHEAST OF THE SOUTH EDGE OF NORTHBOUND LANES, 3.5 FT (1.1 M)
 DR5297'NORTHWEST OF A WITNESS SIGN POST.
 DR5297'
 DR5297'THE STATION IS A BOLT SET IN A CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5299 ***********************************************************************
 DR5299  DESIGNATION -  12265
 DR5299  PID         -  DR5299
 DR5299  STATE/COUNTY-  NJ/MONMOUTH
 DR5299  COUNTRY     -  US
 DR5299  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5299
 DR5299                         *CURRENT SURVEY CONTROL
 DR5299  ______________________________________________________________________
 DR5299* NAD 83(1986) POSITION- 40 24 23.27   (N) 074 00 56.20   (W)   HD_HELD1
 DR5299* NAVD 88 ORTHO HEIGHT -    58.077 (meters)      190.54  (feet) ADJUSTED
 DR5299  ______________________________________________________________________
 DR5299  GEOID HEIGHT    -        -32.519 (meters)                     GEOID18
 DR5299  DYNAMIC HEIGHT  -         58.052 (meters)      190.46  (feet) COMP
 DR5299  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 DR5299
 DR5299  VERT ORDER      -  FIRST     CLASS II
 DR5299
 DR5299.The horizontal coordinates were determined by differentially corrected
 DR5299.hand held GPS observations or other comparable positioning techniques
 DR5299.and have an estimated accuracy of +/- 3 meters.
 DR5299
 DR5299.The orthometric height was determined by differential leveling and
 DR5299.adjusted by the NATIONAL GEODETIC SURVEY
 DR5299.in July 2020.
 DR5299
 DR5299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5299.GEOID18 height accuracy estimate available here.
 DR5299
 DR5299.Click photographs - Photos may exist for this station.
 DR5299
 DR5299.The dynamic height is computed by dividing the NAVD 88
 DR5299.geopotential number by the normal gravity value computed on the
 DR5299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5299.degrees latitude (g = 980.6199 gals.).
 DR5299
 DR5299.The modeled gravity was interpolated from observed gravity values.
 DR5299
 DR5299;                    North         East    Units  Estimated Accuracy
 DR5299;SPC NJ       -   174,755.7     191,113.5     MT  (+/- 3 meters HH1 GPS) 
 DR5299
 DR5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8352773337(NAD 83)
 DR5299
 DR5299                          SUPERSEDED SURVEY CONTROL
 DR5299
 DR5299.No superseded survey control is available for this station.
 DR5299
 DR5299_MARKER: DD = SURVEY DISK
 DR5299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5299_STAMPING: 12265
 DR5299_MARK LOGO: NJDCED
 DR5299_PROJECTION: RECESSED 20 CENTIMETERS
 DR5299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5299+STABILITY: SURFACE MOTION
 DR5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5299+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 DR5299
 DR5299  HISTORY     - Date     Condition        Report By
 DR5299  HISTORY     - 1939     MONUMENTED       NJGS
 DR5299  HISTORY     - 20180925 GOOD             NJGS
 DR5299
 DR5299                          STATION DESCRIPTION
 DR5299
 DR5299'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5299'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH OF ASBURY PARK, 9.9
 DR5299'MI (15.9 KM) EAST OF KEYPORT AND 7.2 MI (11.6 KM) NORTH OF LONG
 DR5299'BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5299'
 DR5299'TO REACH THE STATION FROM CENTER OF THE NEW JERSEY STATE ROUTE 36
 DR5299'BRIDGE SPANNING THE SHREWSBURY RIVER AT THE SOUTHERLY END OF THE SANDY
 DR5299'HOOK PENINSULA, 2.1 MI (3.4 KM) WEST ON NEW JERSEY STATE ROUTE 36 TO
 DR5299'THE STATION ON THE LEFT IN THE CENTER MEDIAN.    THE STATION IS 56.7
 DR5299'FT (17.3 M) SOUTHWEST OF OF POLE NUMBER JC218119MDT, 49 FT (14.9 M)
 DR5299'SOUTH-SOUTHWEST OF OF POLE NUMBER BT5377MDT, 10.6 FT (3.2 M) NORTH OF
 DR5299'THE NORTH EDGE OF ROAD ON THE SOUTHBOUND SIDE, 5.5 FT (1.7 M) SOUTH OF
 DR5299'THE SOUTH EDGE OF ROAD ON THE NORTHBOUND SIDE, 2 FT (0.6 M) NORTH OF A
 DR5299'WITNESS SIGN POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6217 ***********************************************************************
 KV6217  DESIGNATION -  12266
 KV6217  PID         -  KV6217
 KV6217  STATE/COUNTY-  NJ/MONMOUTH
 KV6217  COUNTRY     -  US
 KV6217  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6217
 KV6217                         *CURRENT SURVEY CONTROL
 KV6217  ______________________________________________________________________
 KV6217* NAD 83(1996) POSITION- 40 24 21.65967(N) 074 00 38.79167(W)   NO CHECK
 KV6217* NAVD 88 ORTHO HEIGHT -    37.778 (meters)      123.94  (feet) ADJUSTED
 KV6217  ______________________________________________________________________
 KV6217  GEOID HEIGHT    -        -32.528 (meters)                     GEOID18
 KV6217  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 KV6217  DYNAMIC HEIGHT  -         37.761 (meters)      123.89  (feet) COMP
 KV6217  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 KV6217
 KV6217  HORZ ORDER      -  SECOND
 KV6217  VERT ORDER      -  FIRST     CLASS II
 KV6217
 KV6217.The horizontal coordinates were established by classical geodetic methods
 KV6217.and adjusted by the National Geodetic Survey in September 1999.
 KV6217
 KV6217.No horizontal observational check was made to the station.
 KV6217
 KV6217.The orthometric height was determined by differential leveling and
 KV6217.adjusted by the NATIONAL GEODETIC SURVEY
 KV6217.in July 2020.
 KV6217
 KV6217.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6217.GEOID18 height accuracy estimate available here.
 KV6217
 KV6217.Click photographs - Photos may exist for this station.
 KV6217
 KV6217.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6217
 KV6217.The dynamic height is computed by dividing the NAVD 88
 KV6217.geopotential number by the normal gravity value computed on the
 KV6217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6217.degrees latitude (g = 980.6199 gals.).
 KV6217
 KV6217.The modeled gravity was interpolated from observed gravity values.
 KV6217
 KV6217. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999918  x   0.99992122  =   0.99992040
 KV6217!UTM  18      -   0.99999918  x   0.99968673  =   0.99968591
 KV6217
 KV6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8393873292(NAD 83)
 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              38.80   (m)          127.3    (f) LEVELING    3  
 KV6217
 KV6217.Superseded values are not recommended for survey control.
 KV6217
 KV6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6217.See file dsdata.pdf to determine how the superseded data were derived.
 KV6217
 KV6217_MARKER: DD = SURVEY DISK
 KV6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6217_STAMPING: 12266
 KV6217_MARK LOGO: NJDCED
 KV6217_PROJECTION: RECESSED 10 CENTIMETERS
 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 - September 25, 2018
 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  HISTORY     - 20180925 GOOD             NJGS
 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.
 KV6217
 KV6217                          STATION RECOVERY (2018)
 KV6217
 KV6217'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 KV6217'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH OF ASBURY PARK, 10.2
 KV6217'MI (16.4 KM) EAST OF KEYPORT AND 7.1 MI (11.4 KM) NORTH OF LONG
 KV6217'BRANCH, IN MIDDLETOWN TOWNSHIP.
 KV6217'
 KV6217'TO REACH THE STATION FROM CENTER OF THE ROUTE 36 BRIDGE SPANNING THE
 KV6217'SHREWSBURY RIVER AT THE SOUTHERLY END OF THE SANDY HOOK PENINSULA, GO
 KV6217'2.9 MI (4.7 KM) WEST ON NEW JERSEY STATE ROUTE 36 TO THE STATION ON
 KV6217'THE LEFT.
 KV6217'
 KV6217'THE STATION IS IN THE GRASSY MEDIAN ISLAND, ABOUT 0.65 MI (1.05 KM)
 KV6217'WEST OF NAVESINK ROAD, DIRECTLY ACROSS FROM THE T-INTERSECTION OF
 KV6217'BEAMAN BOULEVARD LEADING TO CLEARWATER FIELD COMPLEX.
 KV6217'
 KV6217'THE STATION IS 93 FT (28.3 M) WEST OF THE SOUTHWEST CORNER OF INLET ON
 KV6217'NORTHSIDE OF NEW JERSEY STATE ROUTE 36, JUST EAST OF BEAMAN BOULEVARD,
 KV6217'45 FT (13.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A TRIANGULAR
 KV6217'SHAPED ISLAND THAT DIVIDES ENTRANCE TO CLEARWATER FIELD, 10.5 FT (3.2
 KV6217'M) NORTH-NORTHEAST OF EDGE OF ROAD FROM NORTH SIDE OF SOUTHBOUND
 KV6217'LANES, 5.7 FT (1.7 M) SOUTH-SOUTHWEST OF EDGE OF ROAD FROM SOUTH SIDE
 KV6217'OF NORTHBOUND LANES OF NEW JERSEY STATE ROUTE 36, 7 FT (2.1 M)
 KV6217'NORTHWEST OF A WITNESS SIGN POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6218 ***********************************************************************
 KV6218  DESIGNATION -  12267
 KV6218  PID         -  KV6218
 KV6218  STATE/COUNTY-  NJ/MONMOUTH
 KV6218  COUNTRY     -  US
 KV6218  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6218
 KV6218                         *CURRENT SURVEY CONTROL
 KV6218  ______________________________________________________________________
 KV6218* NAD 83(2011) POSITION- 40 24 19.40914(N) 074 00 21.95478(W)   ADJUSTED
 KV6218* NAD 83(2011) ELLIP HT-    18.670 (meters)        (06/27/12)   ADJUSTED
 KV6218* NAD 83(2011) EPOCH   -  2010.00
 KV6218* NAVD 88 ORTHO HEIGHT -    51.213 (meters)      168.02  (feet) ADJUSTED
 KV6218  ______________________________________________________________________
 KV6218  GEOID HEIGHT    -        -32.537 (meters)                     GEOID18
 KV6218  NAD 83(2011) X  -  1,340,110.280 (meters)                     COMP
 KV6218  NAD 83(2011) Y  - -4,675,398.093 (meters)                     COMP
 KV6218  NAD 83(2011) Z  -  4,112,377.801 (meters)                     COMP
 KV6218  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC18
 KV6218  DYNAMIC HEIGHT  -         51.191 (meters)      167.95  (feet) COMP
 KV6218  MODELED GRAVITY -    980,193.2   (mgal)                       NAVD 88
 KV6218
 KV6218  VERT ORDER      -  FIRST     CLASS II
 KV6218
 KV6218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6218  Standards:
 KV6218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6218  -------------------------------------------------------------------
 KV6218  NETWORK    0.46   0.67           0.21   0.16   0.34      0.12324254
 KV6218  -------------------------------------------------------------------
 KV6218  Click here for local accuracies and other accuracy information.
 KV6218
 KV6218.The horizontal coordinates were established by GPS observations
 KV6218.and adjusted by the National Geodetic Survey in June 2012.
 KV6218
 KV6218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6218.been affixed to the stable North American tectonic plate. See 
 KV6218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6218
 KV6218.The horizontal coordinates are valid at the epoch date displayed above
 KV6218.which is a decimal equivalence of Year/Month/Day.
 KV6218
 KV6218.The orthometric height was determined by differential leveling and
 KV6218.adjusted by the NATIONAL GEODETIC SURVEY
 KV6218.in July 2020.
 KV6218
 KV6218.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6218.GEOID18 height accuracy estimate available here.
 KV6218
 KV6218.Click photographs - Photos may exist for this station.
 KV6218
 KV6218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6218
 KV6218.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6218
 KV6218.The ellipsoidal height was determined by GPS observations
 KV6218.and is referenced to NAD 83.
 KV6218
 KV6218.The dynamic height is computed by dividing the NAVD 88
 KV6218.geopotential number by the normal gravity value computed on the
 KV6218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6218.degrees latitude (g = 980.6199 gals.).
 KV6218
 KV6218.The modeled gravity was interpolated from observed gravity values.
 KV6218
 KV6218. The following values were computed from the NAD 83(2011) position.
 KV6218
 KV6218;                    North         East     Units Scale Factor Converg.
 KV6218;SPC NJ       -   174,641.096   191,921.571   MT  0.99992163   +0 19 12.5
 KV6218;SPC NJ       -   572,968.33    629,662.69   sFT  0.99992163   +0 19 12.5
 KV6218;UTM  18      - 4,473,227.448   584,335.981   MT  0.99968755   +0 38 39.4
 KV6218
 KV6218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6218!SPC NJ       -   0.99999707  x   0.99992163  =   0.99991870
 KV6218!UTM  18      -   0.99999707  x   0.99968755  =   0.99968462
 KV6218
 KV6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8433573227(NAD 83)
 KV6218
 KV6218                          SUPERSEDED SURVEY CONTROL
 KV6218
 KV6218  NAD 83(2007)-  40 24 19.40954(N)    074 00 21.95513(W) AD(2002.00) 0
 KV6218  ELLIP H (02/10/07)   18.689  (m)                       GP(2002.00)    
 KV6218  ELLIP H (10/23/02)   18.715  (m)                       GP(       ) 4 1
 KV6218  NAD 83(1996)-  40 24 19.40951(N)    074 00 21.95549(W) AD(       ) 1
 KV6218  ELLIP H (05/14/99)   18.693  (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)   18.619  (m)                       GP(       ) 3 1
 KV6218  NAD 83(1986)-  40 24 19.40866(N)    074 00 21.95556(W) AD(       ) 2
 KV6218  NAVD 88 (09/14/94)   51.2    (m)  GEOID93  model used  GPS OBS        
 KV6218  NGVD 29 (03/28/90)   51.7    (m)  RAPSU86  model used  GPS OBS        
 KV6218
 KV6218.Superseded values are not recommended for survey control.
 KV6218
 KV6218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6218.See file dsdata.pdf to determine how the superseded data were derived.
 KV6218
 KV6218_MARKER: DD = SURVEY DISK
 KV6218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6218_STAMPING: 12267
 KV6218_MARK LOGO: NJDCED
 KV6218_PROJECTION: RECESSED 15 CENTIMETERS
 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 - September 25, 2018
 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  HISTORY     - 20180925 GOOD             NJGS
 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.
 KV6218
 KV6218                          STATION RECOVERY (2018)
 KV6218
 KV6218'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 KV6218'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH OF ASBURY PARK, 10.4
 KV6218'MI (16.7 KM) EAST OF KEYPORT AND 7.0 MI (11.3 KM) NORTH OF LONG
 KV6218'BRANCH, IN MIDDLETOWN TOWNSHIP.
 KV6218'
 KV6218'THE STATION IS ABOUT 325 FT (99.1 M) WEST OF THE CENTERLINE JUNCTION
 KV6218'OF NEW JERSEY STATE ROUTE 36 AND ORCHARD AVENUE (COUNTY ROUTE 8), THE
 KV6218'STATION IN THE GRASSY MEDIAN ISLAND.
 KV6218'
 KV6218'THE STATION IS 279 FT (85.0 M) NORTHWEST FROM THE SOUTHEAST CONCRETE
 KV6218'NOSE OF THE MEDIAN ISLAND AT THE NORTHWEST SIDE OF THE JUNCTION WITH
 KV6218'NAVESINK ROAD, 47.6 FT (14.5 M) SOUTHWEST FROM POLE NUMBER BT8879MDT,
 KV6218'51 FT (15.5 M) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF AN INLET
 KV6218'CURB PIECE, 6 FT (1.8 M) NORTH-NORTHEAST OF THE SOUTH CURB, 11.8 FT
 KV6218'(3.6 M) SOUTH-SOUTHWEST FROM THE NORTH CURB., 17 FT (5.2 M) EAST OF A
 KV6218'WITNESS SIGN POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9986 ***********************************************************************
 DP9986  DESIGNATION -  12283
 DP9986  PID         -  DP9986
 DP9986  STATE/COUNTY-  NJ/MONMOUTH
 DP9986  COUNTRY     -  US
 DP9986  USGS QUAD   -  MARLBORO (2016)
 DP9986
 DP9986                         *CURRENT SURVEY CONTROL
 DP9986  ______________________________________________________________________
 DP9986* NAD 83(1986) POSITION- 40 16 51.02   (N) 074 10 19.37   (W)   HD_HELD1
 DP9986* NAVD 88 ORTHO HEIGHT -    31.856 (meters)      104.51  (feet) ADJUSTED
 DP9986  ______________________________________________________________________
 DP9986  GEOID HEIGHT    -        -32.414 (meters)                     GEOID18
 DP9986  DYNAMIC HEIGHT  -         31.843 (meters)      104.47  (feet) COMP
 DP9986  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 DP9986
 DP9986  VERT ORDER      -  FIRST     CLASS II
 DP9986
 DP9986.The horizontal coordinates were determined by differentially corrected
 DP9986.hand held GPS observations or other comparable positioning techniques
 DP9986.and have an estimated accuracy of +/- 3 meters.
 DP9986
 DP9986.The orthometric height was determined by differential leveling and
 DP9986.adjusted by the NATIONAL GEODETIC SURVEY
 DP9986.in February 2016.
 DP9986
 DP9986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9986.GEOID18 height accuracy estimate available here.
 DP9986
 DP9986.Click photographs - Photos may exist for this station.
 DP9986
 DP9986.The dynamic height is computed by dividing the NAVD 88
 DP9986.geopotential number by the normal gravity value computed on the
 DP9986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9986.degrees latitude (g = 980.6199 gals.).
 DP9986
 DP9986.The modeled gravity was interpolated from observed gravity values.
 DP9986
 DP9986;                    North         East    Units  Estimated Accuracy
 DP9986;SPC NJ       -   160,746.5     177,887.3     MT  (+/- 3 meters HH1 GPS) 
 DP9986
 DP9986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7038359257(NAD 83)
 DP9986
 DP9986                          SUPERSEDED SURVEY CONTROL
 DP9986
 DP9986.No superseded survey control is available for this station.
 DP9986
 DP9986_MARKER: DD = SURVEY DISK
 DP9986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9986_STAMPING: 12283
 DP9986_MARK LOGO: NJDCED
 DP9986_PROJECTION: RECESSED 20 CENTIMETERS
 DP9986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9986+STABILITY: SURFACE MOTION
 DP9986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9986+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9986
 DP9986  HISTORY     - Date     Condition        Report By
 DP9986  HISTORY     - 1940     MONUMENTED       NJDCED
 DP9986  HISTORY     - 20150317 GOOD             NJGS
 DP9986
 DP9986                          STATION DESCRIPTION
 DP9986
 DP9986'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9986'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH OF FARMINGDALE, 5.6
 DP9986'MI (9.0 KM) EAST-NORTHEAST OF FREEHOLD AND 4.6 MI (7.4 KM)
 DP9986'EAST-SOUTHEAST OF MARLBORO, IN COLTS NECK TOWNSHIP, THE STATION IS
 DP9986'LOCATED ON THE WEST SIDE OF NEW JERSEY ROUTE 34.
 DP9986'
 DP9986'TO REACH FROM THE CENTER OF THE BRIDGE OVER NEW JERSEY ROUTE 18, GO
 DP9986'0.5 MI (0.8 KM) NORTHWEST ON ROUTE 34 TO THE STATION ON THE LEFT.
 DP9986'
 DP9986'THE STATION IS ABOUT 280 FT (85.3 M) NORTHWEST FROM THE CENTERLINE OF
 DP9986'TRUMP NATIONAL BOULEVARD, 65 FT (19.8 M) NORTHEAST OF A POLE WITH NO
 DP9986'NUMBER, 101.3 FT (30.9 M) SOUTH-SOUTHEAST OF POLE NUMBER BT19, 5.5 FT
 DP9986'(1.7 M) WEST OF THE WEST EDGE OF PAVING FOR ROUTE 34, 31 FT (9.4 M)
 DP9986'WEST OF THE CENTERLINE OF ROUTE 34, 4.3 FT (1.3 M) NORTH OF A
 DP9986'FIBERGLASS NATIONAL GAS LINE MARKER, 66 FT (20.1 M) WEST AND ACROSS
 DP9986'ROUTE 34 FROM A POLE WITH NO NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9987 ***********************************************************************
 DP9987  DESIGNATION -  12285
 DP9987  PID         -  DP9987
 DP9987  STATE/COUNTY-  NJ/MONMOUTH
 DP9987  COUNTRY     -  US
 DP9987  USGS QUAD   -  MARLBORO (2016)
 DP9987
 DP9987                         *CURRENT SURVEY CONTROL
 DP9987  ______________________________________________________________________
 DP9987* NAD 83(1986) POSITION- 40 16 04.41   (N) 074 09 51.04   (W)   HD_HELD1
 DP9987* NAVD 88 ORTHO HEIGHT -    32.455 (meters)      106.48  (feet) ADJUSTED
 DP9987  ______________________________________________________________________
 DP9987  GEOID HEIGHT    -        -32.444 (meters)                     GEOID18
 DP9987  DYNAMIC HEIGHT  -         32.442 (meters)      106.44  (feet) COMP
 DP9987  MODELED GRAVITY -    980,207.9   (mgal)                       NAVD 88
 DP9987
 DP9987  VERT ORDER      -  FIRST     CLASS II
 DP9987
 DP9987.The horizontal coordinates were determined by differentially corrected
 DP9987.hand held GPS observations or other comparable positioning techniques
 DP9987.and have an estimated accuracy of +/- 3 meters.
 DP9987
 DP9987.The orthometric height was determined by differential leveling and
 DP9987.adjusted by the NATIONAL GEODETIC SURVEY
 DP9987.in February 2016.
 DP9987
 DP9987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9987.GEOID18 height accuracy estimate available here.
 DP9987
 DP9987.Click photographs - Photos may exist for this station.
 DP9987
 DP9987.The dynamic height is computed by dividing the NAVD 88
 DP9987.geopotential number by the normal gravity value computed on the
 DP9987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9987.degrees latitude (g = 980.6199 gals.).
 DP9987
 DP9987.The modeled gravity was interpolated from observed gravity values.
 DP9987
 DP9987;                    North         East    Units  Estimated Accuracy
 DP9987;SPC NJ       -   159,311.5     178,561.9     MT  (+/- 3 meters HH1 GPS) 
 DP9987
 DP9987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7106657826(NAD 83)
 DP9987
 DP9987                          SUPERSEDED SURVEY CONTROL
 DP9987
 DP9987.No superseded survey control is available for this station.
 DP9987
 DP9987_MARKER: DB = BENCH MARK DISK
 DP9987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9987_STAMPING: 12285
 DP9987_MARK LOGO: NJDCED
 DP9987_PROJECTION: RECESSED 30 CENTIMETERS
 DP9987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9987+STABILITY: SURFACE MOTION
 DP9987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9987+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2014
 DP9987
 DP9987  HISTORY     - Date     Condition        Report By
 DP9987  HISTORY     - 1940     MONUMENTED       NJDCED
 DP9987  HISTORY     - 20141124 GOOD             NJGS
 DP9987
 DP9987                          STATION DESCRIPTION
 DP9987
 DP9987'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP9987'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF FREEHOLD, 5.4 MI
 DP9987'(8.7 KM) SOUTHEAST OF MARLBORO AND 4.9 MI (7.9 KM) NORTH OF
 DP9987'FARMINGDALE, IN COLTS NECK TOWNSHIP.
 DP9987'
 DP9987'TO REACH FROM THE INTERSECTION OF TOE NEW JERSEY ROUTE 34 BRIDGE
 DP9987'SPANNING NEW JERSEY ROUTE 18, GO 0.5 MI (0.8 KM) SOUTH-SOUTHEAST ON
 DP9987'ROUTE 34 TO THE STATION ON THE RIGHT.
 DP9987'
 DP9987'THE STATION IS 3.5 FT (1.1 M) WEST OF THE WEST EDGE OF ROUTE 34, 25.5
 DP9987'FT (7.8 M) WEST OF THE CENTERLINE OF ROUTE 34, 72 FT (21.9 M) SOUTH OF
 DP9987'POLE NUMBER BT60BCT, 87 FT (26.5 M) NORTHWEST AND ACROSS THE ROAD FROM
 DP9987'POLE NUMBER BT61ACT, 71.7 FT (21.9 M) NORTH OF THE CENTERLINE OF A
 DP9987'PIPE CULVERT UNDER ROUTE 34.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6953 ***********************************************************************
 KV6953  DESIGNATION -  12286
 KV6953  PID         -  KV6953
 KV6953  STATE/COUNTY-  NJ/MONMOUTH
 KV6953  COUNTRY     -  US
 KV6953  USGS QUAD   -  MARLBORO (2016)
 KV6953
 KV6953                         *CURRENT SURVEY CONTROL
 KV6953  ______________________________________________________________________
 KV6953* NAD 83(2011) POSITION- 40 15 52.16553(N) 074 09 43.81086(W)   ADJUSTED
 KV6953* NAD 83(2011) ELLIP HT-     2.185 (meters)        (06/27/12)   ADJUSTED
 KV6953* NAD 83(2011) EPOCH   -  2010.00
 KV6953* NAVD 88 ORTHO HEIGHT -    34.7   (meters)      114.    (feet) GPS OBS
 KV6953  ______________________________________________________________________
 KV6953  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6953  GEOID HEIGHT    -        -32.750 (meters)                     GEOID93
 KV6953  GEOID HEIGHT    -        -32.453 (meters)                     GEOID18
 KV6953  NAD 83(2011) X  -  1,330,130.089 (meters)                     COMP
 KV6953  NAD 83(2011) Y  - -4,688,761.452 (meters)                     COMP
 KV6953  NAD 83(2011) Z  -  4,100,440.732 (meters)                     COMP
 KV6953  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 KV6953
 KV6953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6953  Standards:
 KV6953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6953  -------------------------------------------------------------------
 KV6953  NETWORK    0.32   0.47           0.13   0.13   0.24     -0.01718574
 KV6953  -------------------------------------------------------------------
 KV6953  Click here for local accuracies and other accuracy information.
 KV6953
 KV6953.The horizontal coordinates were established by GPS observations
 KV6953.and adjusted by the National Geodetic Survey in June 2012.
 KV6953
 KV6953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6953.been affixed to the stable North American tectonic plate. See 
 KV6953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6953
 KV6953.The horizontal coordinates are valid at the epoch date displayed above
 KV6953.which is a decimal equivalence of Year/Month/Day.
 KV6953
 KV6953.The orthometric height was determined by GPS observations and a
 KV6953.high-resolution geoid model.
 KV6953
 KV6953.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6953.GEOID18 height accuracy estimate available here.
 KV6953
 KV6953.Click photographs - Photos may exist for this station.
 KV6953
 KV6953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6953
 KV6953.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6953
 KV6953.The ellipsoidal height was determined by GPS observations
 KV6953.and is referenced to NAD 83.
 KV6953
 KV6953. The following values were computed from the NAD 83(2011) position.
 KV6953
 KV6953;                    North         East     Units Scale Factor Converg.
 KV6953;SPC NJ       -   158,934.492   178,734.175   MT  0.99991016   +0 13 06.0
 KV6953;SPC NJ       -   521,437.58    586,397.04   sFT  0.99991016   +0 13 06.0
 KV6953;UTM  18      - 4,457,450.403   571,240.675   MT  0.99966247   +0 32 29.5
 KV6953
 KV6953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6953!SPC NJ       -   0.99999966  x   0.99991016  =   0.99990982
 KV6953!UTM  18      -   0.99999966  x   0.99966247  =   0.99966213
 KV6953
 KV6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7124057450(NAD 83)
 KV6953
 KV6953                          SUPERSEDED SURVEY CONTROL
 KV6953
 KV6953  NAD 83(2007)-  40 15 52.16595(N)    074 09 43.81131(W) AD(2002.00) 0
 KV6953  ELLIP H (02/10/07)    2.194  (m)                       GP(2002.00)    
 KV6953  ELLIP H (10/23/02)    2.207  (m)                       GP(       ) 4 1
 KV6953  NAD 83(1996)-  40 15 52.16582(N)    074 09 43.81139(W) AD(       ) 1
 KV6953  ELLIP H (05/14/99)    2.194  (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)    2.180  (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
 KV6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6953.See file dsdata.pdf to determine how the superseded data were derived.
 KV6953
 KV6953_STAMPING: 12286
 KV6953_MARK LOGO: NJGS
 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  HISTORY     - 20210119 MARK NOT FOUND   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.
 KV6953
 KV6953                          STATION RECOVERY (2021)
 KV6953
 KV6953'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV6953'NOT FOUND, INTERSECTION WAS RECONSTRUCTED, TIES AND COORDINATES PLACE
 KV6953'MONUMENT UNDER ASPHALT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9990 ***********************************************************************
 DP9990  DESIGNATION -  12293
 DP9990  PID         -  DP9990
 DP9990  STATE/COUNTY-  NJ/MONMOUTH
 DP9990  COUNTRY     -  US
 DP9990  USGS QUAD   -  FARMINGDALE (2016)
 DP9990
 DP9990                         *CURRENT SURVEY CONTROL
 DP9990  ______________________________________________________________________
 DP9990* NAD 83(1986) POSITION- 40 13 36.35   (N) 074 08 41.29   (W)   HD_HELD1
 DP9990* NAVD 88 ORTHO HEIGHT -    34.887 (meters)      114.46  (feet) ADJUSTED
 DP9990  ______________________________________________________________________
 DP9990  GEOID HEIGHT    -        -32.563 (meters)                     GEOID18
 DP9990  DYNAMIC HEIGHT  -         34.872 (meters)      114.41  (feet) COMP
 DP9990  MODELED GRAVITY -    980,195.6   (mgal)                       NAVD 88
 DP9990
 DP9990  VERT ORDER      -  FIRST     CLASS II
 DP9990
 DP9990.The horizontal coordinates were determined by differentially corrected
 DP9990.hand held GPS observations or other comparable positioning techniques
 DP9990.and have an estimated accuracy of +/- 3 meters.
 DP9990
 DP9990.The orthometric height was determined by differential leveling and
 DP9990.adjusted by the NATIONAL GEODETIC SURVEY
 DP9990.in February 2016.
 DP9990
 DP9990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9990.GEOID18 height accuracy estimate available here.
 DP9990
 DP9990.Click photographs - Photos may exist for this station.
 DP9990
 DP9990.The dynamic height is computed by dividing the NAVD 88
 DP9990.geopotential number by the normal gravity value computed on the
 DP9990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9990.degrees latitude (g = 980.6199 gals.).
 DP9990
 DP9990.The modeled gravity was interpolated from observed gravity values.
 DP9990
 DP9990;                    North         East    Units  Estimated Accuracy
 DP9990;SPC NJ       -   154,751.5     180,228.1     MT  (+/- 3 meters HH1 GPS) 
 DP9990
 DP9990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7275753276(NAD 83)
 DP9990
 DP9990                          SUPERSEDED SURVEY CONTROL
 DP9990
 DP9990.No superseded survey control is available for this station.
 DP9990
 DP9990_MARKER: DB = BENCH MARK DISK
 DP9990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9990_STAMPING: 12293
 DP9990_MARK LOGO: NJDCED
 DP9990_PROJECTION: RECESSED 10 CENTIMETERS
 DP9990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9990+STABILITY: SURFACE MOTION
 DP9990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9990+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2024
 DP9990
 DP9990  HISTORY     - Date     Condition        Report By
 DP9990  HISTORY     - 1940     MONUMENTED       NJDCED
 DP9990  HISTORY     - 20150317 GOOD             NJGS
 DP9990  HISTORY     - 20240416 GOOD             NJGS
 DP9990
 DP9990                          STATION DESCRIPTION
 DP9990
 DP9990'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9990'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF ASBURY PARK, 5.9
 DP9990'MI (9.5 KM) EAST OF ADELPHIA AND 2.5 MI (4.0 KM) NORTH-NORTHEAST OF
 DP9990'FARMINGDALE, IN HOWELL TOWNSHIP.
 DP9990'
 DP9990'THE STATION IS LOCATED IN THE NEW JERSEY ROUTES 33 AND 34 JUNCTION
 DP9990'COMPLEX, BEHIND THE NORTH CURB OF THE SOUTHBOUND LANES OF ROUTE 34
 DP9990'FROM THE OVERHEAD RAMP LEADING TO THE EASTBOUND LANES OF ROUTE 33.
 DP9990'
 DP9990'THE STATION IS 3.2 FT (1.0 M) NORTH-NORTHEAST OF THE NORTH CURB OF
 DP9990'ROUTE 34, 15 FT (4.6 M) SOUTH-SOUTHEAST OF THE CENTER OF AN INLET CURB
 DP9990'PIECE, 10 FT (3.0 M) SOUTHEAST OF A TRAFFIC SIGN (YIELD), 30 FT (9.1
 DP9990'M) NORTHEAST OF THE EAST NOSE OF THE CURB AT THE EASTBOUND ROUTE 33
 DP9990'LANES LEADING TO ROUTE 34.
 DP9990
 DP9990                          STATION RECOVERY (2024)
 DP9990
 DP9990'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DP9990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0962 ***********************************************************************
 JU0962  DESIGNATION -  123
 JU0962  PID         -  JU0962
 JU0962  STATE/COUNTY-  NJ/CUMBERLAND
 JU0962  COUNTRY     -  US
 JU0962  USGS QUAD   -  MILLVILLE (2019)
 JU0962
 JU0962                         *CURRENT SURVEY CONTROL
 JU0962  ______________________________________________________________________
 JU0962* NAD 83(1986) POSITION- 39 29 31.     (N) 075 04 28.     (W)   SCALED
 JU0962* NAVD 88 ORTHO HEIGHT -    16.421 (meters)       53.87  (feet) ADJUSTED
 JU0962  ______________________________________________________________________
 JU0962  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 JU0962  DYNAMIC HEIGHT  -         16.413 (meters)       53.85  (feet) COMP
 JU0962  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 JU0962
 JU0962  VERT ORDER      -  SECOND    CLASS 0
 JU0962
 JU0962.The horizontal coordinates were scaled from a map and have
 JU0962.an estimated accuracy of +/- 6 seconds.
 JU0962
 JU0962.The orthometric height was determined by differential leveling and
 JU0962.adjusted by the NATIONAL GEODETIC SURVEY
 JU0962.in June 1991.
 JU0962
 JU0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0962.GEOID18 height accuracy estimate available here.
 JU0962
 JU0962.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ935713(NAD 83)
 JU0962
 JU0962                          SUPERSEDED SURVEY CONTROL
 JU0962
 JU0962  NGVD 29 (11/26/84)   16.793  (m)           55.10   (f) ADJUSTED    2 0
 JU0962
 JU0962.Superseded values are not recommended for survey control.
 JU0962
 JU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0962.See file dsdata.pdf to determine how the superseded data were derived.
 JU0962
 JU0962_MARKER: B = BOLT
 JU0962_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0962+WITH SETTING: PAVEMENT
 JU0962_SP_SET: BASE
 JU0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0962+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KU1647 ***********************************************************************
 KU1647  DESIGNATION -  1232
 KU1647  PID         -  KU1647
 KU1647  STATE/COUNTY-  NJ/BERGEN
 KU1647  COUNTRY     -  US
 KU1647  USGS QUAD   -  CENTRAL PARK (2019)
 KU1647
 KU1647                         *CURRENT SURVEY CONTROL
 KU1647  ______________________________________________________________________
 KU1647* NAD 83(1986) POSITION- 40 50 40.     (N) 073 58 03.     (W)   SCALED
 KU1647* NAVD 88 ORTHO HEIGHT -    18.498 (meters)       60.69  (feet) ADJUSTED
 KU1647  ______________________________________________________________________
 KU1647  GEOID HEIGHT    -        -31.598 (meters)                     GEOID18
 KU1647  DYNAMIC HEIGHT  -         18.491 (meters)       60.67  (feet) COMP
 KU1647  MODELED GRAVITY -    980,249.7   (mgal)                       NAVD 88
 KU1647
 KU1647  VERT ORDER      -  SECOND    CLASS 0
 KU1647
 KU1647.The horizontal coordinates were scaled from a map and have
 KU1647.an estimated accuracy of +/- 6 seconds.
 KU1647
 KU1647.The orthometric height was determined by differential leveling and
 KU1647.adjusted by the NATIONAL GEODETIC SURVEY
 KU1647.in June 1991.
 KU1647
 KU1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1647.GEOID18 height accuracy estimate available here.
 KU1647
 KU1647.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL870220(NAD 83)
 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
 KU1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1647.See file dsdata.pdf to determine how the superseded data were derived.
 KU1647
 KU1647_MARKER: DD = SURVEY DISK
 KU1647_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KU1647_STAMPING: 1232 61.897
 KU1647_MARK LOGO: CGS+SS
 KU1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1647
 KU1647  HISTORY     - Date     Condition        Report By
 KU1647  HISTORY     - UNK      MONUMENTED       NJGS
 KU1647  HISTORY     - 1956     GOOD             CGS
 KU1647  HISTORY     - 20050821 GOOD             GEOCAC
 KU1647
 KU1647                          STATION DESCRIPTION
 KU1647
 KU1647'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU1648 ***********************************************************************
 KU1648  DESIGNATION -  1234
 KU1648  PID         -  KU1648
 KU1648  STATE/COUNTY-  NJ/BERGEN
 KU1648  COUNTRY     -  US
 KU1648  USGS QUAD   -  CENTRAL PARK (2019)
 KU1648
 KU1648                         *CURRENT SURVEY CONTROL
 KU1648  ______________________________________________________________________
 KU1648* NAD 83(1986) POSITION- 40 50 06.8    (N) 073 58 16.5    (W)   HD_HELD2
 KU1648* NAVD 88 ORTHO HEIGHT -     6.179 (meters)       20.27  (feet) ADJUSTED
 KU1648  ______________________________________________________________________
 KU1648  GEOID HEIGHT    -        -31.620 (meters)                     GEOID18
 KU1648  DYNAMIC HEIGHT  -          6.176 (meters)       20.26  (feet) COMP
 KU1648  MODELED GRAVITY -    980,247.4   (mgal)                       NAVD 88
 KU1648
 KU1648  VERT ORDER      -  SECOND    CLASS 0
 KU1648
 KU1648.The horizontal coordinates were established by autonomous hand held GPS
 KU1648.observations and have an estimated accuracy of +/- 10 meters.
 KU1648
 KU1648.The orthometric height was determined by differential leveling and
 KU1648.adjusted by the NATIONAL GEODETIC SURVEY
 KU1648.in June 1991.
 KU1648
 KU1648.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1648.GEOID18 height accuracy estimate available here.
 KU1648
 KU1648.Click photographs - Photos may exist for this station.
 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       -   222,385.      194,593.      MT  (+/- 10 meters HH2 GPS)
 KU1648
 KU1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8673520974(NAD 83)
 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
 KU1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1648.See file dsdata.pdf to determine how the superseded data were derived.
 KU1648
 KU1648_MARKER: DD = SURVEY DISK
 KU1648_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KU1648_STAMPING: 1234 21.445
 KU1648_MARK LOGO: CGS+SS
 KU1648_PROJECTION: FLUSH
 KU1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1648+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2020
 KU1648
 KU1648  HISTORY     - Date     Condition        Report By
 KU1648  HISTORY     - UNK      MONUMENTED       NJGS
 KU1648  HISTORY     - 1956     GOOD             CGS
 KU1648  HISTORY     - 19920220 MARK NOT FOUND   NJGS
 KU1648  HISTORY     - 20060429 GOOD             GEOCAC
 KU1648  HISTORY     - 20200325 GOOD             NJGS
 KU1648
 KU1648                          STATION DESCRIPTION
 KU1648
 KU1648'DESCRIBED BY COAST AND 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
 KU1648                          STATION RECOVERY (2020)
 KU1648
 KU1648'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 KU1648'23 FT (7.0 M) NORTHEAST OF NORTH END OF STEP IN ROCK WALL, 4.75 FT
 KU1648'(1.4 M) NORTH OF FIRE HYDRANT AND 182 FT (55.5 M) NORTH, NORTHEAST OF
 KU1648'THE CENTERLINE OF GLENWOOD AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1655 ***********************************************************************
 KU1655  DESIGNATION -  1237
 KU1655  PID         -  KU1655
 KU1655  STATE/COUNTY-  NJ/BERGEN
 KU1655  COUNTRY     -  US
 KU1655  USGS QUAD   -  CENTRAL PARK (2019)
 KU1655
 KU1655                         *CURRENT SURVEY CONTROL
 KU1655  ______________________________________________________________________
 KU1655* NAD 83(1986) POSITION- 40 49 37.     (N) 073 58 33.     (W)   SCALED
 KU1655* NAVD 88 ORTHO HEIGHT -    16.390 (meters)       53.77  (feet) ADJUSTED
 KU1655  ______________________________________________________________________
 KU1655  GEOID HEIGHT    -        -31.641 (meters)                     GEOID18
 KU1655  DYNAMIC HEIGHT  -         16.383 (meters)       53.75  (feet) COMP
 KU1655  MODELED GRAVITY -    980,245.1   (mgal)                       NAVD 88
 KU1655
 KU1655  VERT ORDER      -  SECOND    CLASS 0
 KU1655
 KU1655.The horizontal coordinates were scaled from a map and have
 KU1655.an estimated accuracy of +/- 6 seconds.
 KU1655
 KU1655.The orthometric height was determined by differential leveling and
 KU1655.adjusted by the NATIONAL GEODETIC SURVEY
 KU1655.in June 1991.
 KU1655
 KU1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1655.GEOID18 height accuracy estimate available here.
 KU1655
 KU1655.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL863200(NAD 83)
 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
 KU1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1655.See file dsdata.pdf to determine how the superseded data were derived.
 KU1655
 KU1655_MARKER: DD = SURVEY DISK
 KU1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1655_STAMPING: 1237
 KU1655_MARK LOGO: CGS+SS
 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             CGS
 KU1655  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KU1655
 KU1655                          STATION DESCRIPTION
 KU1655
 KU1655'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU1654 ***********************************************************************
 KU1654  DESIGNATION -  1238
 KU1654  PID         -  KU1654
 KU1654  STATE/COUNTY-  NJ/BERGEN
 KU1654  COUNTRY     -  US
 KU1654  USGS QUAD   -  CENTRAL PARK (2019)
 KU1654
 KU1654                         *CURRENT SURVEY CONTROL
 KU1654  ______________________________________________________________________
 KU1654* NAD 83(1986) POSITION- 40 49 17.2    (N) 073 58 45.1    (W)   HD_HELD2
 KU1654* NAVD 88 ORTHO HEIGHT -    19.922 (meters)       65.36  (feet) ADJUSTED
 KU1654  ______________________________________________________________________
 KU1654  GEOID HEIGHT    -        -31.657 (meters)                     GEOID18
 KU1654  DYNAMIC HEIGHT  -         19.914 (meters)       65.33  (feet) COMP
 KU1654  MODELED GRAVITY -    980,244.1   (mgal)                       NAVD 88
 KU1654
 KU1654  VERT ORDER      -  SECOND    CLASS 0
 KU1654
 KU1654.The horizontal coordinates were established by autonomous hand held GPS
 KU1654.observations and have an estimated accuracy of +/- 10 meters.
 KU1654
 KU1654.The orthometric height was determined by differential leveling and
 KU1654.adjusted by the NATIONAL GEODETIC SURVEY
 KU1654.in June 1991.
 KU1654
 KU1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1654.GEOID18 height accuracy estimate available here.
 KU1654
 KU1654.Click photographs - Photos may exist for this station.
 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       -   220,851.      193,932.      MT  (+/- 10 meters HH2 GPS)
 KU1654
 KU1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8608319437(NAD 83)
 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
 KU1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1654.See file dsdata.pdf to determine how the superseded data were derived.
 KU1654
 KU1654_MARKER: DD = SURVEY DISK
 KU1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1654_STAMPING: 1238
 KU1654_MARK LOGO: CGS+SS
 KU1654_PROJECTION: FLUSH
 KU1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1654+STABILITY: SURFACE MOTION
 KU1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1654+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2021
 KU1654
 KU1654  HISTORY     - Date     Condition        Report By
 KU1654  HISTORY     - UNK      MONUMENTED       NJGS
 KU1654  HISTORY     - 1956     GOOD             CGS
 KU1654  HISTORY     - 20060429 GOOD             GEOCAC
 KU1654  HISTORY     - 20090316 GOOD             BOSWEL
 KU1654  HISTORY     - 20200325 GOOD             NJGS
 KU1654  HISTORY     - 20200608 GOOD             NJGS
 KU1654  HISTORY     - 20210820 GOOD             NJGS
 KU1654
 KU1654                          STATION DESCRIPTION
 KU1654
 KU1654'DESCRIBED BY COAST AND 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.
 KU1654
 KU1654                          STATION RECOVERY (2009)
 KU1654
 KU1654'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (LB)
 KU1654'RECOVERED IN GOOD CONDITION.
 KU1654
 KU1654                          STATION RECOVERY (2020)
 KU1654
 KU1654'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 KU1654'THE STATION IS 23.1 FT (7.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 KU1654'RUSSELL AVENUE, 20.8 WEST-NORTHWEST OF FIRE HYDRANT, 18.4
 KU1654'EAST-SOUTHEAST OF THE CENTERLINE OF UNDERCLIFF AVENUE, 8.5 FT (2.6 M)
 KU1654'WEST OF CORNER OF STONE PILLAR AND 4 FT (1.2 M) SOUTH-SOUTHWEST OF
 KU1654'UTILITY POLE 60202 EW.
 KU1654'
 KU1654'THE STATION IS SURROUNDED BY A NEW SIDEWALK.
 KU1654
 KU1654                          STATION RECOVERY (2020)
 KU1654
 KU1654'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KU1654'RECOVERED IN GOOD CONDITION.
 KU1654
 KU1654                          STATION RECOVERY (2021)
 KU1654
 KU1654'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KU1654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1653 ***********************************************************************
 KU1653  DESIGNATION -  1239
 KU1653  PID         -  KU1653
 KU1653  STATE/COUNTY-  NJ/BERGEN
 KU1653  COUNTRY     -  US
 KU1653  USGS QUAD   -  CENTRAL PARK (2019)
 KU1653
 KU1653                         *CURRENT SURVEY CONTROL
 KU1653  ______________________________________________________________________
 KU1653* NAD 83(1986) POSITION- 40 49 09.75   (N) 073 58 50.80   (W)   HD_HELD1
 KU1653* NAVD 88 ORTHO HEIGHT -    17.162 (meters)       56.31  (feet) ADJUSTED
 KU1653  ______________________________________________________________________
 KU1653  GEOID HEIGHT    -        -31.664 (meters)                     GEOID18
 KU1653  DYNAMIC HEIGHT  -         17.155 (meters)       56.28  (feet) COMP
 KU1653  MODELED GRAVITY -    980,243.8   (mgal)                       NAVD 88
 KU1653
 KU1653  VERT ORDER      -  SECOND    CLASS 0
 KU1653
 KU1653.The horizontal coordinates were determined by differentially corrected
 KU1653.hand held GPS observations or other comparable positioning techniques
 KU1653.and have an estimated accuracy of +/- 3 meters.
 KU1653
 KU1653.The orthometric height was determined by differential leveling and
 KU1653.adjusted by the NATIONAL GEODETIC SURVEY
 KU1653.in June 1991.
 KU1653
 KU1653.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1653.GEOID18 height accuracy estimate available here.
 KU1653
 KU1653.Click photographs - Photos may exist for this station.
 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       -   220,620.5     193,799.6     MT  (+/- 3 meters HH1 GPS) 
 KU1653
 KU1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8595219206(NAD 83)
 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
 KU1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1653.See file dsdata.pdf to determine how the superseded data were derived.
 KU1653
 KU1653_MARKER: DD = SURVEY DISK
 KU1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1653_STAMPING: 1239 57.498
 KU1653_MARK LOGO: CGS+SS
 KU1653_PROJECTION: RECESSED 3 CENTIMETERS
 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             CGS
 KU1653  HISTORY     - 20051226 MARK NOT FOUND   GEOCAC
 KU1653  HISTORY     - 20090316 GOOD             BOSWEL
 KU1653  HISTORY     - 20200325 GOOD             NJGS
 KU1653
 KU1653                          STATION DESCRIPTION
 KU1653
 KU1653'DESCRIBED BY COAST AND 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.
 KU1653
 KU1653                          STATION RECOVERY (2009)
 KU1653
 KU1653'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (LB)
 KU1653'RECOVERED IN GOOD CONDITION.
 KU1653
 KU1653                          STATION RECOVERY (2020)
 KU1653
 KU1653'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 KU1653'ADDITIONAL TIES, 17 FT (5.2 M) WEST-NORTHWEST OF THE CENTERLINE OF
 KU1653'UNDERCLIFF AVENUE, 10.25 FT (3.1 M) EAST OF CENTER OF DOORWAY TO HOUSE
 KU1653'154 AND 8 INCHES (20 CM) EAST-SOUTHEAST OF THE EAST EDGE OF SIDEWALK.
 KU1653'STATION IS 1 INCH (25 MM) BELOW LEVEL OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0963 ***********************************************************************
 JU0963  DESIGNATION -  124
 JU0963  PID         -  JU0963
 JU0963  STATE/COUNTY-  NJ/SALEM
 JU0963  COUNTRY     -  US
 JU0963  USGS QUAD   -  MILLVILLE (2019)
 JU0963
 JU0963                         *CURRENT SURVEY CONTROL
 JU0963  ______________________________________________________________________
 JU0963* NAD 83(1986) POSITION- 39 29 15.     (N) 075 05 34.     (W)   SCALED
 JU0963* NAVD 88 ORTHO HEIGHT -    22.809 (meters)       74.83  (feet) ADJUSTED
 JU0963  ______________________________________________________________________
 JU0963  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 JU0963  DYNAMIC HEIGHT  -         22.798 (meters)       74.80  (feet) COMP
 JU0963  MODELED GRAVITY -    980,117.8   (mgal)                       NAVD 88
 JU0963
 JU0963  VERT ORDER      -  SECOND    CLASS 0
 JU0963
 JU0963.The horizontal coordinates were scaled from a map and have
 JU0963.an estimated accuracy of +/- 6 seconds.
 JU0963
 JU0963.The orthometric height was determined by differential leveling and
 JU0963.adjusted by the NATIONAL GEODETIC SURVEY
 JU0963.in June 1991.
 JU0963
 JU0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0963.GEOID18 height accuracy estimate available here.
 JU0963
 JU0963.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ920708(NAD 83)
 JU0963
 JU0963                          SUPERSEDED SURVEY CONTROL
 JU0963
 JU0963  NGVD 29 (11/26/84)   23.181  (m)           76.05   (f) ADJUSTED    2 0
 JU0963
 JU0963.Superseded values are not recommended for survey control.
 JU0963
 JU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0963.See file dsdata.pdf to determine how the superseded data were derived.
 JU0963
 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 = JULY 24, 2026 22:12:30 EDT
 KU1651 ***********************************************************************
 KU1651  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1651  DESIGNATION -  1240
 KU1651  PID         -  KU1651
 KU1651  STATE/COUNTY-  NJ/BERGEN
 KU1651  COUNTRY     -  US
 KU1651  USGS QUAD   -  CENTRAL PARK (2019)
 KU1651
 KU1651                         *CURRENT SURVEY CONTROL
 KU1651  ______________________________________________________________________
 KU1651* NAD 83(1986) POSITION- 40 49 06.75   (N) 073 58 45.63   (W)   HD_HELD1
 KU1651* NAVD 88 ORTHO HEIGHT -     3.145 (meters)       10.32  (feet) ADJUSTED
 KU1651  ______________________________________________________________________
 KU1651  GEOID HEIGHT    -        -31.660 (meters)                     GEOID18
 KU1651  DYNAMIC HEIGHT  -          3.144 (meters)       10.31  (feet) COMP
 KU1651  MODELED GRAVITY -    980,244.4   (mgal)                       NAVD 88
 KU1651
 KU1651  VERT ORDER      -  SECOND    CLASS 0
 KU1651
 KU1651.The horizontal coordinates were determined by differentially corrected
 KU1651.hand held GPS observations or other comparable positioning techniques
 KU1651.and have an estimated accuracy of +/- 3 meters.
 KU1651
 KU1651.The orthometric height was determined by differential leveling and
 KU1651.adjusted by the NATIONAL GEODETIC SURVEY
 KU1651.in June 1991.
 KU1651
 KU1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1651.GEOID18 height accuracy estimate available here.
 KU1651
 KU1651.This Tidal Bench Mark is designated as VM 2445
 KU1651.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KU1651
 KU1651.Click photographs - Photos may exist for this station.
 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       -   220,528.7     193,921.3     MT  (+/- 3 meters HH1 GPS) 
 KU1651
 KU1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8607419114(NAD 83)
 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
 KU1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1651.See file dsdata.pdf to determine how the superseded data were derived.
 KU1651
 KU1651_MARKER: DD = SURVEY DISK
 KU1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1651_STAMPING: 11.488 1240
 KU1651_MARK LOGO: CGS+SS
 KU1651_PROJECTION: FLUSH
 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 - March 25, 2020
 KU1651
 KU1651  HISTORY     - Date     Condition        Report By
 KU1651  HISTORY     - UNK      MONUMENTED       NJGS
 KU1651  HISTORY     - 1956     GOOD             CGS
 KU1651  HISTORY     - 20021121 GOOD             NJDEP
 KU1651  HISTORY     - 20051226 GOOD             GEOCAC
 KU1651  HISTORY     - 20090316 GOOD             BOSWEL
 KU1651  HISTORY     - 20200325 GOOD             NJGS
 KU1651
 KU1651                          STATION DESCRIPTION
 KU1651
 KU1651'DESCRIBED BY COAST AND 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.
 KU1651
 KU1651                          STATION RECOVERY (2009)
 KU1651
 KU1651'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (LB)
 KU1651'ELEVATION SUSPECT.
 KU1651
 KU1651                          STATION RECOVERY (2020)
 KU1651
 KU1651'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 KU1651'8 FT (2.4 M) WALL AND TALL BUILDING LIMIT SIGNAL FROM THE WESTERLY
 KU1651'DIRECTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1646 ***********************************************************************
 KU1646  DESIGNATION -  1241
 KU1646  PID         -  KU1646
 KU1646  STATE/COUNTY-  NJ/BERGEN
 KU1646  COUNTRY     -  US
 KU1646  USGS QUAD   -  CENTRAL PARK (2019)
 KU1646
 KU1646                         *CURRENT SURVEY CONTROL
 KU1646  ______________________________________________________________________
 KU1646* NAD 83(1986) POSITION- 40 50 46.     (N) 073 58 00.     (W)   SCALED
 KU1646* NAVD 88 ORTHO HEIGHT -    30.845 (meters)      101.20  (feet) ADJUSTED
 KU1646  ______________________________________________________________________
 KU1646  GEOID HEIGHT    -        -31.593 (meters)                     GEOID18
 KU1646  DYNAMIC HEIGHT  -         30.833 (meters)      101.16  (feet) COMP
 KU1646  MODELED GRAVITY -    980,250.2   (mgal)                       NAVD 88
 KU1646
 KU1646  VERT ORDER      -  SECOND    CLASS 0
 KU1646
 KU1646.The horizontal coordinates were scaled from a map and have
 KU1646.an estimated accuracy of +/- 6 seconds.
 KU1646
 KU1646.The orthometric height was determined by differential leveling and
 KU1646.adjusted by the NATIONAL GEODETIC SURVEY
 KU1646.in June 1991.
 KU1646
 KU1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1646.GEOID18 height accuracy estimate available here.
 KU1646
 KU1646.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL871221(NAD 83)
 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
 KU1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1646.See file dsdata.pdf to determine how the superseded data were derived.
 KU1646
 KU1646_MARKER: DD = SURVEY DISK
 KU1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1646_STAMPING: 1241 102.435
 KU1646_MARK LOGO: CGS+SS
 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             CGS
 KU1646  HISTORY     - 20030410 GOOD             PORANY
 KU1646
 KU1646                          STATION DESCRIPTION
 KU1646
 KU1646'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU1649 ***********************************************************************
 KU1649  DESIGNATION -  1245
 KU1649  PID         -  KU1649
 KU1649  STATE/COUNTY-  NJ/BERGEN
 KU1649  COUNTRY     -  US
 KU1649  USGS QUAD   -  CENTRAL PARK (2019)
 KU1649
 KU1649                         *CURRENT SURVEY CONTROL
 KU1649  ______________________________________________________________________
 KU1649* NAD 83(1986) POSITION- 40 49 42.     (N) 073 58 19.     (W)   SCALED
 KU1649* NAVD 88 ORTHO HEIGHT -     2.365 (meters)        7.76  (feet) ADJUSTED
 KU1649  ______________________________________________________________________
 KU1649  GEOID HEIGHT    -        -31.629 (meters)                     GEOID18
 KU1649  DYNAMIC HEIGHT  -          2.364 (meters)        7.76  (feet) COMP
 KU1649  MODELED GRAVITY -    980,246.5   (mgal)                       NAVD 88
 KU1649
 KU1649  VERT ORDER      -  SECOND    CLASS 0
 KU1649
 KU1649.The horizontal coordinates were scaled from a map and have
 KU1649.an estimated accuracy of +/- 6 seconds.
 KU1649
 KU1649.The orthometric height was determined by differential leveling and
 KU1649.adjusted by the NATIONAL GEODETIC SURVEY
 KU1649.in June 1991.
 KU1649
 KU1649.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1649.GEOID18 height accuracy estimate available here.
 KU1649
 KU1649.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL866202(NAD 83)
 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
 KU1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1649.See file dsdata.pdf to determine how the superseded data were derived.
 KU1649
 KU1649_MARKER: DD = SURVEY DISK
 KU1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1649_STAMPING: 1245
 KU1649_MARK LOGO: CGS+SS
 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             CGS
 KU1649  HISTORY     - 19920220 MARK NOT FOUND   NJGS
 KU1649  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KU1649
 KU1649                          STATION DESCRIPTION
 KU1649
 KU1649'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU0964 ***********************************************************************
 JU0964  DESIGNATION -  125 CNJRR
 JU0964  PID         -  JU0964
 JU0964  STATE/COUNTY-  NJ/SALEM
 JU0964  COUNTRY     -  US
 JU0964  USGS QUAD   -  MILLVILLE (2019)
 JU0964
 JU0964                         *CURRENT SURVEY CONTROL
 JU0964  ______________________________________________________________________
 JU0964* NAD 83(1986) POSITION- 39 28 59.     (N) 075 06 40.     (W)   SCALED
 JU0964* NAVD 88 ORTHO HEIGHT -    20.969 (meters)       68.80  (feet) ADJUSTED
 JU0964  ______________________________________________________________________
 JU0964  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 JU0964  DYNAMIC HEIGHT  -         20.958 (meters)       68.76  (feet) COMP
 JU0964  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 JU0964
 JU0964  VERT ORDER      -  SECOND    CLASS 0
 JU0964
 JU0964.The horizontal coordinates were scaled from a map and have
 JU0964.an estimated accuracy of +/- 6 seconds.
 JU0964
 JU0964.The orthometric height was determined by differential leveling and
 JU0964.adjusted by the NATIONAL GEODETIC SURVEY
 JU0964.in June 1991.
 JU0964
 JU0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0964.GEOID18 height accuracy estimate available here.
 JU0964
 JU0964.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ904703(NAD 83)
 JU0964
 JU0964                          SUPERSEDED SURVEY CONTROL
 JU0964
 JU0964  NGVD 29 (11/26/84)   21.341  (m)           70.02   (f) ADJUSTED    2 0
 JU0964
 JU0964.Superseded values are not recommended for survey control.
 JU0964
 JU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0964.See file dsdata.pdf to determine how the superseded data were derived.
 JU0964
 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 = JULY 24, 2026 22:12:30 EDT
 JU0965 ***********************************************************************
 JU0965  DESIGNATION -  126 CNJRR
 JU0965  PID         -  JU0965
 JU0965  STATE/COUNTY-  NJ/CUMBERLAND
 JU0965  COUNTRY     -  US
 JU0965  USGS QUAD   -  BRIDGETON (2019)
 JU0965
 JU0965                         *CURRENT SURVEY CONTROL
 JU0965  ______________________________________________________________________
 JU0965* NAD 83(1986) POSITION- 39 28 44.     (N) 075 07 44.     (W)   SCALED
 JU0965* NAVD 88 ORTHO HEIGHT -    32.122 (meters)      105.39  (feet) ADJUSTED
 JU0965  ______________________________________________________________________
 JU0965  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 JU0965  DYNAMIC HEIGHT  -         32.105 (meters)      105.33  (feet) COMP
 JU0965  MODELED GRAVITY -    980,118.5   (mgal)                       NAVD 88
 JU0965
 JU0965  VERT ORDER      -  SECOND    CLASS 0
 JU0965
 JU0965.The horizontal coordinates were scaled from a map and have
 JU0965.an estimated accuracy of +/- 6 seconds.
 JU0965
 JU0965.The orthometric height was determined by differential leveling and
 JU0965.adjusted by the NATIONAL GEODETIC SURVEY
 JU0965.in June 1991.
 JU0965
 JU0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0965.GEOID18 height accuracy estimate available here.
 JU0965
 JU0965.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ889699(NAD 83)
 JU0965
 JU0965                          SUPERSEDED SURVEY CONTROL
 JU0965
 JU0965  NGVD 29 (11/26/84)   32.489  (m)          106.59   (f) ADJUSTED    2 0
 JU0965
 JU0965.Superseded values are not recommended for survey control.
 JU0965
 JU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0965.See file dsdata.pdf to determine how the superseded data were derived.
 JU0965
 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  HISTORY     - 20231011 MARK NOT FOUND   NJGS
 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.
 JU0965
 JU0965                          STATION RECOVERY (2023)
 JU0965
 JU0965'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (RJK)
 JU0965'THE MILE POST THAT THE RAISED LUG WAS SET INTO WAS NOT RECOVERED AT
 JU0965'THIS TIME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0967 ***********************************************************************
 JU0967  DESIGNATION -  127 CNJRR
 JU0967  PID         -  JU0967
 JU0967  STATE/COUNTY-  NJ/CUMBERLAND
 JU0967  COUNTRY     -  US
 JU0967  USGS QUAD   -  BRIDGETON (2019)
 JU0967
 JU0967                         *CURRENT SURVEY CONTROL
 JU0967  ______________________________________________________________________
 JU0967* NAD 83(1986) POSITION- 39 28 28.65   (N) 075 08 46.85   (W)   HD_HELD1
 JU0967* NAVD 88 ORTHO HEIGHT -    34.978 (meters)      114.76  (feet) ADJUSTED
 JU0967  ______________________________________________________________________
 JU0967  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 JU0967  DYNAMIC HEIGHT  -         34.961 (meters)      114.70  (feet) COMP
 JU0967  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 JU0967
 JU0967  VERT ORDER      -  SECOND    CLASS 0
 JU0967
 JU0967.The horizontal coordinates were determined by differentially corrected
 JU0967.hand held GPS observations or other comparable positioning techniques
 JU0967.and have an estimated accuracy of +/- 3 meters.
 JU0967
 JU0967.The orthometric height was determined by differential leveling and
 JU0967.adjusted by the NATIONAL GEODETIC SURVEY
 JU0967.in June 1991.
 JU0967
 JU0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0967.GEOID18 height accuracy estimate available here.
 JU0967
 JU0967.Click photographs - Photos may exist for this station.
 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       -    71,387.5      94,390.6     MT  (+/- 3 meters HH1 GPS) 
 JU0967
 JU0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8741269458(NAD 83)
 JU0967
 JU0967                          SUPERSEDED SURVEY CONTROL
 JU0967
 JU0967  NGVD 29 (11/26/84)   35.344  (m)          115.96   (f) ADJUSTED    2 0
 JU0967
 JU0967.Superseded values are not recommended for survey control.
 JU0967
 JU0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0967.See file dsdata.pdf to determine how the superseded data were derived.
 JU0967
 JU0967_MARKER: Z = SEE DESCRIPTION
 JU0967_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0967_SP_SET: MILE POST BASE
 JU0967_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0967+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2015
 JU0967
 JU0967  HISTORY     - Date     Condition        Report By
 JU0967  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0967  HISTORY     - 1936     GOOD             CGS
 JU0967  HISTORY     - 20071103 GOOD             UE
 JU0967  HISTORY     - 20151215 GOOD             NJGS
 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.
 JU0967
 JU0967                          STATION RECOVERY (2007)
 JU0967
 JU0967'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0967'THERE ARE TWO RAISED LUGS, ONE ON EITHER SIDE OF THE SHAFT.  IT ISN'T
 JU0967'CLEAR WHICH ONE IS MEANT, BUT THEY ARE THE SAME ELEVATION.
 JU0967
 JU0967                          STATION RECOVERY (2015)
 JU0967
 JU0967'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 JU0967'RECOVERED AS DESCRIBED BY NEW JERSEY GEODETIC SURVEY WITH A NEW
 JU0967'DESCRIPTION TO FOLLOW.
 JU0967'
 JU0967'THE STATION IS LOCATED IN DEERFIELD TOWNSHIP IN THE LOCAL COMMUNITY OF
 JU0967'ROSENHAYN WITHIN THE RIGHT-OF-WAY OF THE FORMER CENTRAL NEW JERSEY
 JU0967'RAILROAD, NOW OWNED BY THE WINCHESTER AND WESTERN RAILROAD.
 JU0967'
 JU0967'TO REACH THE STATION FROM THE INTERSECTION OF LANDIS AVENUE, STATE
 JU0967'HIGHWAY 56 AND MORTON AVENUE, COUNTY ROAD 634, GO SOUTHEAST ON MORTON
 JU0967'AVENUE FOR 0.25 MI (0.4 KM) TO THE TEE JUNCTION WITH NORTH SHILOH
 JU0967'AVENUE AND A SINGLE TRACK RAILROAD.  TURN RIGHT AND GO SOUTHWEST ON
 JU0967'NORTH SHILOH AVENUE, PARALLELING A SINGLE TRACK RAILROAD, FOR 0.85 MI
 JU0967'(1.4 KM) TO THE STATION ON THE LEFT.
 JU0967'
 JU0967'THE STATION IS 26.4 FT (8.0 M) SOUTH FROM THE CENTERLINE OF NORTH
 JU0967'SHILOH AVENUE, 10.2 FT (3.1 M) NORTH FROM THE NORTH RAIL OF THE SINGLE
 JU0967'TRACK RAILROAD, 407.5 FT (124.2 M) EAST FROM THE JUNCTION OF NIXON
 JU0967'AVENUE AND THE SINGLE TRACK RAILROAD AND 332.5 FT (101.3 M) WEST FROM
 JU0967'AN UNIMPROVED ROAD CROSSING LEADING TO A TALL STEEL LATTICE CELLULAR
 JU0967'PHONE TOWER.
 JU0967'
 JU0967'THE STATION IS A CAST SEMI-CIRCULAR RAISED LUG AT THE SOUTHEAST CORNER
 JU0967'OF THE CAST IRON BASE OF THE FORMER RAILROAD MILE POST MARKER.  THE
 JU0967'MILE POST MARKER HAS BEEN VANDALIZED AT SOME TIME IN THE PAST AND THE
 JU0967'CAP IN MISSING, BUT THE CAST IRON POST IS STILL INTACT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0968 ***********************************************************************
 JU0968  DESIGNATION -  128 CNJRR
 JU0968  PID         -  JU0968
 JU0968  STATE/COUNTY-  NJ/CUMBERLAND
 JU0968  COUNTRY     -  US
 JU0968  USGS QUAD   -  BRIDGETON (2019)
 JU0968
 JU0968                         *CURRENT SURVEY CONTROL
 JU0968  ______________________________________________________________________
 JU0968* NAD 83(1986) POSITION- 39 28 13.     (N) 075 09 51.     (W)   SCALED
 JU0968* NAVD 88 ORTHO HEIGHT -    30.043 (meters)       98.57  (feet) ADJUSTED
 JU0968  ______________________________________________________________________
 JU0968  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 JU0968  DYNAMIC HEIGHT  -         30.028 (meters)       98.52  (feet) COMP
 JU0968  MODELED GRAVITY -    980,119.0   (mgal)                       NAVD 88
 JU0968
 JU0968  VERT ORDER      -  SECOND    CLASS 0
 JU0968
 JU0968.The horizontal coordinates were scaled from a map and have
 JU0968.an estimated accuracy of +/- 6 seconds.
 JU0968
 JU0968.The orthometric height was determined by differential leveling and
 JU0968.adjusted by the NATIONAL GEODETIC SURVEY
 JU0968.in June 1991.
 JU0968
 JU0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0968.GEOID18 height accuracy estimate available here.
 JU0968
 JU0968.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ858689(NAD 83)
 JU0968
 JU0968                          SUPERSEDED SURVEY CONTROL
 JU0968
 JU0968  NGVD 29 (11/26/84)   30.411  (m)           99.77   (f) ADJUSTED    2 0
 JU0968
 JU0968.Superseded values are not recommended for survey control.
 JU0968
 JU0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0968.See file dsdata.pdf to determine how the superseded data were derived.
 JU0968
 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 = JULY 24, 2026 22:12:30 EDT
 JU0969 ***********************************************************************
 JU0969  DESIGNATION -  129 CNJRR
 JU0969  PID         -  JU0969
 JU0969  STATE/COUNTY-  NJ/CUMBERLAND
 JU0969  COUNTRY     -  US
 JU0969  USGS QUAD   -  BRIDGETON (2019)
 JU0969
 JU0969                         *CURRENT SURVEY CONTROL
 JU0969  ______________________________________________________________________
 JU0969* NAD 83(1986) POSITION- 39 27 52.     (N) 075 10 53.     (W)   SCALED
 JU0969* NAVD 88 ORTHO HEIGHT -    28.517 (meters)       93.56  (feet) ADJUSTED
 JU0969  ______________________________________________________________________
 JU0969  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 JU0969  DYNAMIC HEIGHT  -         28.502 (meters)       93.51  (feet) COMP
 JU0969  MODELED GRAVITY -    980,119.1   (mgal)                       NAVD 88
 JU0969
 JU0969  VERT ORDER      -  SECOND    CLASS 0
 JU0969
 JU0969.The horizontal coordinates were scaled from a map and have
 JU0969.an estimated accuracy of +/- 6 seconds.
 JU0969
 JU0969.The orthometric height was determined by differential leveling and
 JU0969.adjusted by the NATIONAL GEODETIC SURVEY
 JU0969.in June 1991.
 JU0969
 JU0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0969.GEOID18 height accuracy estimate available here.
 JU0969
 JU0969.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ843683(NAD 83)
 JU0969
 JU0969                          SUPERSEDED SURVEY CONTROL
 JU0969
 JU0969  NGVD 29 (11/26/84)   28.885  (m)           94.77   (f) ADJUSTED    2 0
 JU0969
 JU0969.Superseded values are not recommended for survey control.
 JU0969
 JU0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0969.See file dsdata.pdf to determine how the superseded data were derived.
 JU0969
 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 = JULY 24, 2026 22:12:30 EDT
 DJ9619 ***********************************************************************
 DJ9619  DESIGNATION -  12902
 DJ9619  PID         -  DJ9619
 DJ9619  STATE/COUNTY-  NJ/CAMDEN
 DJ9619  COUNTRY     -  US
 DJ9619  USGS QUAD   -  CLEMENTON (2019)
 DJ9619
 DJ9619                         *CURRENT SURVEY CONTROL
 DJ9619  ______________________________________________________________________
 DJ9619* NAD 83(1986) POSITION- 39 46 58.     (N) 074 55 01.     (W)   SCALED
 DJ9619* NAVD 88 ORTHO HEIGHT -    55.040 (meters)      180.58  (feet) ADJUSTED
 DJ9619  ______________________________________________________________________
 DJ9619  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 DJ9619  DYNAMIC HEIGHT  -         55.014 (meters)      180.49  (feet) COMP
 DJ9619  MODELED GRAVITY -    980,154.3   (mgal)                       NAVD 88
 DJ9619
 DJ9619  VERT ORDER      -  FIRST     CLASS II
 DJ9619
 DJ9619.The horizontal coordinates were scaled from a map and have
 DJ9619.an estimated accuracy of +/- 6 seconds.
 DJ9619
 DJ9619.The orthometric height was determined by differential leveling and
 DJ9619.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9619.in February 2010.
 DJ9619
 DJ9619.No vertical observational check was made to the station.
 DJ9619
 DJ9619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9619.GEOID18 height accuracy estimate available here.
 DJ9619
 DJ9619.Click photographs - Photos may exist for this station.
 DJ9619
 DJ9619.The dynamic height is computed by dividing the NAVD 88
 DJ9619.geopotential number by the normal gravity value computed on the
 DJ9619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9619.degrees latitude (g = 980.6199 gals.).
 DJ9619
 DJ9619.The modeled gravity was interpolated from observed gravity values.
 DJ9619
 DJ9619;                    North         East    Units  Estimated Accuracy
 DJ9619;SPC NJ       -   105,480.      114,290.      MT  (+/- 180 meters Scaled)
 DJ9619
 DJ9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK071036(NAD 83)
 DJ9619
 DJ9619                          SUPERSEDED SURVEY CONTROL
 DJ9619
 DJ9619.No superseded survey control is available for this station.
 DJ9619
 DJ9619_MARKER: DD = SURVEY DISK
 DJ9619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9619_STAMPING: 12902
 DJ9619_MARK LOGO: NJDCED
 DJ9619_PROJECTION: RECESSED 30 CENTIMETERS
 DJ9619_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9619+STABILITY: SURFACE MOTION
 DJ9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9619+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DJ9619
 DJ9619  HISTORY     - Date     Condition        Report By
 DJ9619  HISTORY     - 20041122 MONUMENTED       NJGS
 DJ9619  HISTORY     - 20070802 GOOD             NJGS
 DJ9619
 DJ9619                          STATION DESCRIPTION
 DJ9619
 DJ9619'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DJ9619'THE STATION IS LOCATED IN THE BOROUGH OF BERLIN, ON THE SOUTHWEST SIDE
 DJ9619'OF U.S. HIGHWAY 30 (WHITE HORSE PIKE).
 DJ9619'
 DJ9619'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 30 AND THE
 DJ9619'BERLIN-CROSS KEYS ROAD, GO ABOUT 1.2 MI (1.93 KM) SOUTHEAST ON ROUTE
 DJ9619'30 TO THE STATION ON THE RIGHT IN FRONT OF THE 2 1/2 STORY FRAME
 DJ9619'BUILDING FOR THE CENTURY 21, REILLY REALTORS OFFICE.
 DJ9619'
 DJ9619'THE STATION IS ALSO 0.6 MI (0.97 KM) NORTHWEST ALONG ROUTE 30 FROM THE
 DJ9619'JUNCTION WITH STATE ROUTE 73, 7.7 M (25.3 FT) SOUTHWEST OF THE
 DJ9619'CENTERLINE OF THE EASTBOUND LANES FOR ROUTE 30, 15.6 M (51.2 FT) EAST
 DJ9619'SOUTHEAST OF POLE NUMBER C10138, 13.7 M (44.9 FT) NORTHEAST OF THE
 DJ9619'NORTH CORNER OF THE REALTORS BUILDING, 41.3 M (135.5 FT) SOUTHEAST OF
 DJ9619'THE CENTERLINE EXTENDED OF LINDEN AVENUE ON THE SOUTHWEST SIDE OF
 DJ9619'ROUTE 30.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3312 ***********************************************************************
 DI3312  DESIGNATION -  12930
 DI3312  PID         -  DI3312
 DI3312  STATE/COUNTY-  NJ/CAMDEN
 DI3312  COUNTRY     -  US
 DI3312  USGS QUAD   -  CAMDEN (2019)
 DI3312
 DI3312                         *CURRENT SURVEY CONTROL
 DI3312  ______________________________________________________________________
 DI3312* NAD 83(1986) POSITION- 39 53 49.85   (N) 075 04 19.74   (W)   HD_HELD1
 DI3312* NAVD 88 ORTHO HEIGHT -    12.735 (meters)       41.78  (feet) ADJUSTED
 DI3312  ______________________________________________________________________
 DI3312  GEOID HEIGHT    -        -32.836 (meters)                     GEOID18
 DI3312  DYNAMIC HEIGHT  -         12.729 (meters)       41.76  (feet) COMP
 DI3312  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 DI3312
 DI3312  VERT ORDER      -  FIRST     CLASS II
 DI3312
 DI3312.The horizontal coordinates were determined by differentially corrected
 DI3312.hand held GPS observations or other comparable positioning techniques
 DI3312.and have an estimated accuracy of +/- 3 meters.
 DI3312
 DI3312.The orthometric height was determined by differential leveling and
 DI3312.adjusted by the NATIONAL GEODETIC SURVEY
 DI3312.in June 2007.
 DI3312
 DI3312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3312.GEOID18 height accuracy estimate available here.
 DI3312
 DI3312.Click photographs - Photos may exist for this station.
 DI3312
 DI3312.The dynamic height is computed by dividing the NAVD 88
 DI3312.geopotential number by the normal gravity value computed on the
 DI3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3312.degrees latitude (g = 980.6199 gals.).
 DI3312
 DI3312.The modeled gravity was interpolated from observed gravity values.
 DI3312
 DI3312;                    North         East    Units  Estimated Accuracy
 DI3312;SPC NJ       -   118,255.8     101,073.4     MT  (+/- 3 meters HH1 GPS) 
 DI3312
 DI3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9383216347(NAD 83)
 DI3312
 DI3312                          SUPERSEDED SURVEY CONTROL
 DI3312
 DI3312.No superseded survey control is available for this station.
 DI3312
 DI3312_MARKER: DD = SURVEY DISK
 DI3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3312_STAMPING: 12930
 DI3312_MARK LOGO: NJDCED
 DI3312_PROJECTION: RECESSED 20 CENTIMETERS
 DI3312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3312+STABILITY: SURFACE MOTION
 DI3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3312+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2016
 DI3312
 DI3312  HISTORY     - Date     Condition        Report By
 DI3312  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3312  HISTORY     - 20051010 GOOD             NJGS
 DI3312  HISTORY     - 20080627 GOOD             UE
 DI3312  HISTORY     - 20160404 GOOD             INDIV
 DI3312
 DI3312                          STATION DESCRIPTION
 DI3312
 DI3312'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3312'THE STATION IS LOCATED IN THE BOROUGH OF OAKLYN ON THE WEST SIDE OF
 DI3312'U.S. HIGHWAY 30.
 DI3312'
 DI3312'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3312'AND U.S. HIGHWAY  30 AT INTERCHANGE 30 IN THE BOROUGH OF BARRINGTON,
 DI3312'GO NORTH ON U.S. HIGHWAY 30 FOR 1.9 MI  (3.06 KM) TO THE STATION ON
 DI3312'THE LEFT, 9.3 M (30.5 FT) SOUTHEAST OF THE EXTENDED CENTERLINE  OF
 DI3312'NICHOLSON PLACE.
 DI3312'
 DI3312'THE STATION IS 15.6 M (51.2 FT) SOUTH FROM WOOD UTILITY POLE NUMBER
 DI3312'60522, 14.4 M (47.2 FT)  NORTH FROM WOOD UTILITY POLE NUMBER BT85, 1.5
 DI3312'M (4.9 FT) WEST FROM THE WEST CURB OF U.S.  HIGHWAY 30, 0.3 METER EAST
 DI3312'OF THE EAST EDGE OF THE SIDEWALK.
 DI3312
 DI3312                          STATION RECOVERY (2008)
 DI3312
 DI3312'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3312'RECOVERED IN GOOD CONDITION.
 DI3312
 DI3312                          STATION RECOVERY (2016)
 DI3312
 DI3312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (KML)
 DI3312'RECOVERED AS DESCRIBED IN GOOD CONDITION SUITABLE FOR GPS
 DI3312'OBSERVATIONS. KEYNET RTN COORDS N 39-53-49.851  W 75-04-19.74
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3373 ***********************************************************************
 DI3373  DESIGNATION -  12931
 DI3373  PID         -  DI3373
 DI3373  STATE/COUNTY-  NJ/CAMDEN
 DI3373  COUNTRY     -  US
 DI3373  USGS QUAD   -  CAMDEN (2019)
 DI3373
 DI3373                         *CURRENT SURVEY CONTROL
 DI3373  ______________________________________________________________________
 DI3373* NAD 83(1986) POSITION- 39 53 30.     (N) 075 03 59.     (W)   SCALED
 DI3373* NAVD 88 ORTHO HEIGHT -    19.188 (meters)       62.95  (feet) ADJUSTED
 DI3373  ______________________________________________________________________
 DI3373  GEOID HEIGHT    -        -32.832 (meters)                     GEOID18
 DI3373  DYNAMIC HEIGHT  -         19.180 (meters)       62.93  (feet) COMP
 DI3373  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 DI3373
 DI3373  VERT ORDER      -  FIRST     CLASS II
 DI3373
 DI3373.The horizontal coordinates were scaled from a map and have
 DI3373.an estimated accuracy of +/- 6 seconds.
 DI3373
 DI3373.The orthometric height was determined by differential leveling and
 DI3373.adjusted by the NATIONAL GEODETIC SURVEY
 DI3373.in June 2007.
 DI3373
 DI3373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3373.GEOID18 height accuracy estimate available here.
 DI3373
 DI3373.Click photographs - Photos may exist for this station.
 DI3373
 DI3373.The dynamic height is computed by dividing the NAVD 88
 DI3373.geopotential number by the normal gravity value computed on the
 DI3373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3373.degrees latitude (g = 980.6199 gals.).
 DI3373
 DI3373.The modeled gravity was interpolated from observed gravity values.
 DI3373
 DI3373;                    North         East    Units  Estimated Accuracy
 DI3373;SPC NJ       -   117,640.      101,560.      MT  (+/- 180 meters Scaled)
 DI3373
 DI3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK943157(NAD 83)
 DI3373
 DI3373                          SUPERSEDED SURVEY CONTROL
 DI3373
 DI3373.No superseded survey control is available for this station.
 DI3373
 DI3373_MARKER: DD = SURVEY DISK
 DI3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3373_STAMPING: 12931
 DI3373_MARK LOGO: NJDCED
 DI3373_PROJECTION: RECESSED 20 CENTIMETERS
 DI3373_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3373+STABILITY: SURFACE MOTION
 DI3373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3373+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 DI3373
 DI3373  HISTORY     - Date     Condition        Report By
 DI3373  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3373  HISTORY     - 20030627 GOOD             NJGS
 DI3373
 DI3373                          STATION DESCRIPTION
 DI3373
 DI3373'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MI)
 DI3373'THE STATION IS LOCATED IN THE BOROUGH OF AUDUBON ON THE WEST SIDE OF
 DI3373'U.S. HIGHWAY 30.
 DI3373'
 DI3373'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3373'AND U.S. HIGHWAY  30 AT INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON,
 DI3373'GO NORTH ON U.S. HIGHWAY 30 FOR 1.45  MI (2.33 KM) TO THE STATION ON
 DI3373'THE LEFT, 58.7 M (192.6 FT) NORTHWEST OF THE NORTHWEST CURB  OF PINE
 DI3373'STREET.  THE STATION IS UNDER A SMALL TREE.
 DI3373'
 DI3373'THE STATION IS IN THE FRONT LAWN OF PENNIES PLACE CHILD CARE, 2.9 M
 DI3373'(9.5 FT) SOUTHWEST FROM  THE SOUTH WEST CURB OF U.S. HIGHWAY 30, 12.6
 DI3373'M (41.3 FT) SOUTH FROM WOOD UTILITY POLE  NUMBER 61396 AU, 15.8 M
 DI3373'(51.8 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE BUILDING FOR
 DI3373'PENNIES PLACE CHILD CARE, 12.65 M (41.5 FT) SOUTHSOUTHWEST OF POLE
 DI3373'NUMBER 61396 AU, 4.0 M  (13.1 FT) SOUTHEAST OF THE NORTHWEST EDGE OF A
 DI3373'CONCRETE DRIVEWAY FOR PENNIES PLACE, 4.0  M (13.1 FT) NORTHEAST OF THE
 DI3373'NORTHEAST EDGE OF THE CONCRETE DRIVE FOR PENNIES PLACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3314 ***********************************************************************
 DI3314  DESIGNATION -  12932
 DI3314  PID         -  DI3314
 DI3314  STATE/COUNTY-  NJ/CAMDEN
 DI3314  COUNTRY     -  US
 DI3314  USGS QUAD   -  CAMDEN (2019)
 DI3314
 DI3314                         *CURRENT SURVEY CONTROL
 DI3314  ______________________________________________________________________
 DI3314* NAD 83(1986) POSITION- 39 53 17.03   (N) 075 03 44.60   (W)   HD_HELD1
 DI3314* NAVD 88 ORTHO HEIGHT -    22.275 (meters)       73.08  (feet) ADJUSTED
 DI3314  ______________________________________________________________________
 DI3314  GEOID HEIGHT    -        -32.830 (meters)                     GEOID18
 DI3314  DYNAMIC HEIGHT  -         22.265 (meters)       73.05  (feet) COMP
 DI3314  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 DI3314
 DI3314  VERT ORDER      -  FIRST     CLASS II
 DI3314
 DI3314.The horizontal coordinates were determined by differentially corrected
 DI3314.hand held GPS observations or other comparable positioning techniques
 DI3314.and have an estimated accuracy of +/- 3 meters.
 DI3314
 DI3314.The orthometric height was determined by differential leveling and
 DI3314.adjusted by the NATIONAL GEODETIC SURVEY
 DI3314.in June 2007.
 DI3314
 DI3314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3314.GEOID18 height accuracy estimate available here.
 DI3314
 DI3314.Click photographs - Photos may exist for this station.
 DI3314
 DI3314.The dynamic height is computed by dividing the NAVD 88
 DI3314.geopotential number by the normal gravity value computed on the
 DI3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3314.degrees latitude (g = 980.6199 gals.).
 DI3314
 DI3314.The modeled gravity was interpolated from observed gravity values.
 DI3314
 DI3314;                    North         East    Units  Estimated Accuracy
 DI3314;SPC NJ       -   117,238.4     101,901.8     MT  (+/- 3 meters HH1 GPS) 
 DI3314
 DI3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9466515335(NAD 83)
 DI3314
 DI3314                          SUPERSEDED SURVEY CONTROL
 DI3314
 DI3314.No superseded survey control is available for this station.
 DI3314
 DI3314_MARKER: DD = SURVEY DISK
 DI3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3314_STAMPING: 12932
 DI3314_MARK LOGO: NJDCED
 DI3314_PROJECTION: RECESSED 20 CENTIMETERS
 DI3314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3314+STABILITY: SURFACE MOTION
 DI3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3314+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2025
 DI3314
 DI3314  HISTORY     - Date     Condition        Report By
 DI3314  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3314  HISTORY     - 20050909 GOOD             NJGS
 DI3314  HISTORY     - 20230224 GOOD             NJGS
 DI3314  HISTORY     - 20250502 GOOD             AAAS
 DI3314
 DI3314                          STATION DESCRIPTION
 DI3314
 DI3314'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (MVI)
 DI3314'THE STATION IS LOCATED IN THE BOROUGH OF AUDUBON ON THE WEST SIDE OF
 DI3314'U.S. HIGHWAY 30.
 DI3314'
 DI3314'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3314'AND U.S. HIGHWAY  30 AT INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON,
 DI3314'GO NORTH ON U.S. HIGHWAY 30 FOR 1.2 MI  (1.93 KM) TO THE STATION ON
 DI3314'THE LEFT, ON THE SOUTHWEST CORNER OF ROUTE 30 AND ERVIN  STREET.
 DI3314'
 DI3314'THE STATION IS IN THE FRONT LAWN OF THE DU BOIS FUNERAL HOME, ON THE
 DI3314'SOUTHWEST CORNER  OF ROUTE 30 AND ERVIN STREET, 7.8 M (25.6 FT)
 DI3314'SOUTHWEST FROM WOOD UTILITY POLE NUMBER  60719 AU, 6.5 M (21.3 FT)
 DI3314'FROM THE SOUTH CORNER OF AN INLET, 0.4 M (1.3 FT) SOUTHWEST FROM THE
 DI3314'SOUTHWEST EDGE OF THE SIDEWALK, 3.1 M (10.2 FT) SOUTHWEST OF THE
 DI3314'SOUTHWEST CURB OF  ROUTE 30, 8.2 M (26.9 FT) SOUTHEAST OF THE
 DI3314'SOUTHEAST CURB OF ERVIN STREET, 9.8 M (32.2 FT)  FROM THE CENTERLINE
 DI3314'OF THE WALK LEADING TO THE FUNERAL HOME.
 DI3314
 DI3314                          STATION RECOVERY (2023)
 DI3314
 DI3314'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DI3314'RECOVERED IN GOOD CONDITION.
 DI3314
 DI3314                          STATION RECOVERY (2025)
 DI3314
 DI3314'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DI3314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3317 ***********************************************************************
 DI3317  DESIGNATION -  12933
 DI3317  PID         -  DI3317
 DI3317  STATE/COUNTY-  NJ/CAMDEN
 DI3317  COUNTRY     -  US
 DI3317  USGS QUAD   -  CAMDEN (2019)
 DI3317
 DI3317                         *CURRENT SURVEY CONTROL
 DI3317  ______________________________________________________________________
 DI3317* NAD 83(1986) POSITION- 39 52 50.     (N) 075 03 16.     (W)   SCALED
 DI3317* NAVD 88 ORTHO HEIGHT -    25.012 (meters)       82.06  (feet) ADJUSTED
 DI3317  ______________________________________________________________________
 DI3317  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 DI3317  DYNAMIC HEIGHT  -         25.001 (meters)       82.02  (feet) COMP
 DI3317  MODELED GRAVITY -    980,185.7   (mgal)                       NAVD 88
 DI3317
 DI3317  VERT ORDER      -  FIRST     CLASS II
 DI3317
 DI3317.The horizontal coordinates were scaled from a map and have
 DI3317.an estimated accuracy of +/- 6 seconds.
 DI3317
 DI3317.The orthometric height was determined by differential leveling and
 DI3317.adjusted by the NATIONAL GEODETIC SURVEY
 DI3317.in June 2007.
 DI3317
 DI3317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3317.GEOID18 height accuracy estimate available here.
 DI3317
 DI3317.Click photographs - Photos may exist for this station.
 DI3317
 DI3317.The dynamic height is computed by dividing the NAVD 88
 DI3317.geopotential number by the normal gravity value computed on the
 DI3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3317.degrees latitude (g = 980.6199 gals.).
 DI3317
 DI3317.The modeled gravity was interpolated from observed gravity values.
 DI3317
 DI3317;                    North         East    Units  Estimated Accuracy
 DI3317;SPC NJ       -   116,400.      102,580.      MT  (+/- 180 meters Scaled)
 DI3317
 DI3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK953145(NAD 83)
 DI3317
 DI3317                          SUPERSEDED SURVEY CONTROL
 DI3317
 DI3317.No superseded survey control is available for this station.
 DI3317
 DI3317_MARKER: DD = SURVEY DISK
 DI3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3317_STAMPING: 12933
 DI3317_MARK LOGO: NJDCED
 DI3317_PROJECTION: RECESSED 10 CENTIMETERS
 DI3317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3317+STABILITY: SURFACE MOTION
 DI3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3317+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 DI3317
 DI3317  HISTORY     - Date     Condition        Report By
 DI3317  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3317  HISTORY     - 20050929 GOOD             NJGS
 DI3317
 DI3317                          STATION DESCRIPTION
 DI3317
 DI3317'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3317'THE STATION IS LOCATED IN THE BOROUGH OF HADDON HEIGHTS ON THE WEST
 DI3317'SIDE OF U.S.  HIGHWAY 30.
 DI3317'
 DI3317'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3317'AND U.S. HIGHWAY  30 AT INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON,
 DI3317'GO NORTH ON U.S. HIGHWAY 30 FOR 0.4 MI  (0.64 KM) TO THE STATION ON
 DI3317'THE LEFT, BETWEEN THE SIDEWALK AND THE CURB AT THE JUNCTION  OF ROUTE
 DI3317'30 AND HIGH STREET.
 DI3317'
 DI3317'THE STATION IS 18.3 M (60.0 FT) NORTH FROM THE CENTERLINE OF HIGH
 DI3317'STREET, 13.2 M (43.3 FT)  SOUTH FROM WOOD UTILITY POLE NUMBER 1210,
 DI3317'1.8 M (5.9 FT) WEST FROM THE WEST CURB OF U.S.  HIGHWAY 30 AND 8.0 M
 DI3317'(26.2 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3374 ***********************************************************************
 DI3374  DESIGNATION -  12934
 DI3374  PID         -  DI3374
 DI3374  STATE/COUNTY-  NJ/CAMDEN
 DI3374  COUNTRY     -  US
 DI3374  USGS QUAD   -  CAMDEN (2019)
 DI3374
 DI3374                         *CURRENT SURVEY CONTROL
 DI3374  ______________________________________________________________________
 DI3374* NAD 83(1986) POSITION- 39 52 40.77   (N) 075 03 04.71   (W)   HD_HELD1
 DI3374* NAVD 88 ORTHO HEIGHT -    20.205 (meters)       66.29  (feet) ADJUSTED
 DI3374  ______________________________________________________________________
 DI3374  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 DI3374  DYNAMIC HEIGHT  -         20.196 (meters)       66.26  (feet) COMP
 DI3374  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 DI3374
 DI3374  VERT ORDER      -  FIRST     CLASS II
 DI3374
 DI3374.The horizontal coordinates were determined by differentially corrected
 DI3374.hand held GPS observations or other comparable positioning techniques
 DI3374.and have an estimated accuracy of +/- 3 meters.
 DI3374
 DI3374.The orthometric height was determined by differential leveling and
 DI3374.adjusted by the NATIONAL GEODETIC SURVEY
 DI3374.in June 2007.
 DI3374
 DI3374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3374.GEOID18 height accuracy estimate available here.
 DI3374
 DI3374.Click photographs - Photos may exist for this station.
 DI3374
 DI3374.The dynamic height is computed by dividing the NAVD 88
 DI3374.geopotential number by the normal gravity value computed on the
 DI3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3374.degrees latitude (g = 980.6199 gals.).
 DI3374
 DI3374.The modeled gravity was interpolated from observed gravity values.
 DI3374
 DI3374;                    North         East    Units  Estimated Accuracy
 DI3374;SPC NJ       -   116,114.2     102,842.6     MT  (+/- 3 meters HH1 GPS) 
 DI3374
 DI3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9561214216(NAD 83)
 DI3374
 DI3374                          SUPERSEDED SURVEY CONTROL
 DI3374
 DI3374.No superseded survey control is available for this station.
 DI3374
 DI3374_MARKER: DD = SURVEY DISK
 DI3374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3374_STAMPING: 12934
 DI3374_MARK LOGO: NJDCED
 DI3374_PROJECTION: RECESSED 20 CENTIMETERS
 DI3374_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3374+STABILITY: SURFACE MOTION
 DI3374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3374+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 DI3374
 DI3374  HISTORY     - Date     Condition        Report By
 DI3374  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3374  HISTORY     - 20030627 GOOD             NJGS
 DI3374
 DI3374                          STATION DESCRIPTION
 DI3374
 DI3374'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3374'THE STATION IS LOCATED IN THE BOROUGH OF HADDON HEIGHTS ON THE EAST
 DI3374'SIDE OF U.S.  HIGHWAY 30.
 DI3374'
 DI3374'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 DI3374'HIGHWAY 30 AT  INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON, GO NORTH
 DI3374'ON U.S. HIGHWAY 30 FOR 0.20 MI (0.32  KM) TO THE STATION ON THE RIGHT.
 DI3374'THE STATION IS BETWEEN THE CURB AND THE SIDEWALK, IN LINE WITH THE
 DI3374'WALKWAY IN FRONT OF  HOUSE NUMBER 515, 6.6 M (21.7 FT) EAST FROM THE
 DI3374'CENTERLINE OF U.S. HIGHWAY 30, 0.3 M (1.0 FT)  EAST FROM THE EAST CURB
 DI3374'OF U.S. HIGHWAY 30, 17.8 M (58.4 FT) NORTHWEST FROM THE WEST  CORNER
 DI3374'OF HOUSE NUMBER 517 (2 STORY FRAME) AND 18.0 M (59.1 FT) SOUTH FROM
 DI3374'THE SOUTH  CORNER OF HOUSE NUMBER 513 (2 STORY FRAME), 11.0 M (36.1
 DI3374'FT) NORTHWEST OF A POLE WITH NO  NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2041 ***********************************************************************
 KV2041  DESIGNATION -  13
 KV2041  PID         -  KV2041
 KV2041  STATE/COUNTY-  NJ/HUNTERDON
 KV2041  COUNTRY     -  US
 KV2041  USGS QUAD   -  LUMBERVILLE (2019)
 KV2041
 KV2041                         *CURRENT SURVEY CONTROL
 KV2041  ______________________________________________________________________
 KV2041* NAD 83(1986) POSITION- 40 24 49.26   (N) 075 02 22.44   (W)   HD_HELD1
 KV2041* NAVD 88 ORTHO HEIGHT -    27.943 (meters)       91.68  (feet) ADJUSTED
 KV2041  ______________________________________________________________________
 KV2041  GEOID HEIGHT    -        -34.097 (meters)                     GEOID18
 KV2041  DYNAMIC HEIGHT  -         27.929 (meters)       91.63  (feet) COMP
 KV2041  MODELED GRAVITY -    980,141.2   (mgal)                       NAVD 88
 KV2041
 KV2041  VERT ORDER      -  FIRST     CLASS I
 KV2041
 KV2041.The horizontal coordinates were determined by differentially corrected
 KV2041.hand held GPS observations or other comparable positioning techniques
 KV2041.and have an estimated accuracy of +/- 3 meters.
 KV2041
 KV2041.The orthometric height was determined by differential leveling and
 KV2041.adjusted by the NATIONAL GEODETIC SURVEY
 KV2041.in June 1991.
 KV2041
 KV2041.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2041.GEOID18 height accuracy estimate available here.
 KV2041
 KV2041.Click photographs - Photos may exist for this station.
 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       -   175,584.4     104,208.0     MT  (+/- 3 meters HH1 GPS) 
 KV2041
 KV2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9664373674(NAD 83)
 KV2041
 KV2041                          SUPERSEDED SURVEY CONTROL
 KV2041
 KV2041  NGVD 29 (01/10/92)   28.217  (m)           92.58   (f) ADJUSTED    1 1
 KV2041  NGVD 29 (??/??/87)   28.197  (m)           92.51   (f) SUPERSEDED  1 1
 KV2041
 KV2041.Superseded values are not recommended for survey control.
 KV2041
 KV2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2041.See file dsdata.pdf to determine how the superseded data were derived.
 KV2041
 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  HISTORY     - 20080126 GOOD             GEOCAC
 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.
 KV2041
 KV2041                          STATION RECOVERY (2008)
 KV2041
 KV2041'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV2041'ON THE HIKING TRAIL ALONG THE DELAWARE AND RARITAN CANAL STATE PARK
 KV2041'NORTHWEST OF BULLS ISLAND ENTRANCE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4304 ***********************************************************************
 JU4304  DESIGNATION -  13
 JU4304  PID         -  JU4304
 JU4304  STATE/COUNTY-  NJ/CAPE MAY
 JU4304  COUNTRY     -  US
 JU4304  USGS QUAD   -  SEA ISLE CITY (2019)
 JU4304
 JU4304                         *CURRENT SURVEY CONTROL
 JU4304  ______________________________________________________________________
 JU4304* NAD 83(2011) POSITION- 39 12 08.46153(N) 074 39 20.43861(W)   ADJUSTED
 JU4304* NAD 83(2011) ELLIP HT-   -27.072 (meters)        (06/27/12)   ADJUSTED
 JU4304* NAD 83(2011) EPOCH   -  2010.00
 JU4304* NAVD 88 ORTHO HEIGHT -     7.774 (meters)       25.51  (feet) ADJUSTED
 JU4304  ______________________________________________________________________
 JU4304  GEOID HEIGHT    -        -34.859 (meters)                     GEOID18
 JU4304  NAD 83(2011) X  -  1,309,636.651 (meters)                     COMP
 JU4304  NAD 83(2011) Y  - -4,772,716.333 (meters)                     COMP
 JU4304  NAD 83(2011) Z  -  4,009,733.045 (meters)                     COMP
 JU4304  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 JU4304  DYNAMIC HEIGHT  -          7.770 (meters)       25.49  (feet) COMP
 JU4304  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 JU4304
 JU4304  VERT ORDER      -  FIRST     CLASS II
 JU4304
 JU4304  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4304  Standards:
 JU4304         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4304            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4304  -------------------------------------------------------------------
 JU4304  NETWORK    0.92   1.16           0.37   0.38   0.59     -0.11074039
 JU4304  -------------------------------------------------------------------
 JU4304  Click here for local accuracies and other accuracy information.
 JU4304
 JU4304.The horizontal coordinates were established by GPS observations
 JU4304.and adjusted by the National Geodetic Survey in June 2012.
 JU4304
 JU4304.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4304.been affixed to the stable North American tectonic plate. See 
 JU4304.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4304
 JU4304.The horizontal coordinates are valid at the epoch date displayed above
 JU4304.which is a decimal equivalence of Year/Month/Day.
 JU4304
 JU4304.The orthometric height was determined by differential leveling and
 JU4304.adjusted by the NATIONAL GEODETIC SURVEY
 JU4304.in April 2015.
 JU4304
 JU4304.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4304.GEOID18 height accuracy estimate available here.
 JU4304
 JU4304.Click photographs - Photos may exist for this station.
 JU4304
 JU4304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4304
 JU4304.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4304
 JU4304.The ellipsoidal height was determined by GPS observations
 JU4304.and is referenced to NAD 83.
 JU4304
 JU4304.The dynamic height is computed by dividing the NAVD 88
 JU4304.geopotential number by the normal gravity value computed on the
 JU4304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4304.degrees latitude (g = 980.6199 gals.).
 JU4304
 JU4304.The modeled gravity was interpolated from observed gravity values.
 JU4304
 JU4304. The following values were computed from the NAD 83(2011) position.
 JU4304
 JU4304;                    North         East     Units Scale Factor Converg.
 JU4304;SPC NJ       -    40,974.185   136,554.065   MT  0.99990223   -0 05 54.2
 JU4304;SPC NJ       -   134,429.47    448,011.13   sFT  0.99990223   -0 05 54.2
 JU4304;UTM  18      - 4,339,288.483   529,730.425   MT  0.99961088   +0 13 03.5
 JU4304
 JU4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4304!SPC NJ       -   1.00000425  x   0.99990223  =   0.99990648
 JU4304!UTM  18      -   1.00000425  x   0.99961088  =   0.99961513
 JU4304
 JU4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2973039288(NAD 83)
 JU4304
 JU4304                          SUPERSEDED SURVEY CONTROL
 JU4304
 JU4304  NAD 83(2007)-  39 12 08.46188(N)    074 39 20.43937(W) AD(2002.00) 0
 JU4304  ELLIP H (02/10/07)  -27.062  (m)                       GP(2002.00)    
 JU4304  ELLIP H (10/23/02)  -27.041  (m)                       GP(       ) 4 1
 JU4304  NAD 83(1996)-  39 12 08.46179(N)    074 39 20.43921(W) AD(       ) 1
 JU4304  ELLIP H (05/14/99)  -27.063  (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)  -27.181  (m)                       GP(       ) 3 2
 JU4304  NAVD 88 (03/31/93)    7.8    (m)  GEOID90  model used  GPS OBS        
 JU4304
 JU4304.Superseded values are not recommended for survey control.
 JU4304
 JU4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4304.See file dsdata.pdf to determine how the superseded data were derived.
 JU4304
 JU4304_MARKER: DD = SURVEY DISK
 JU4304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4304_SP_SET: DECK
 JU4304_STAMPING: NJGPS 13
 JU4304_MARK LOGO: USACE
 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 - July 23, 2014
 JU4304
 JU4304  HISTORY     - Date     Condition        Report By
 JU4304  HISTORY     - 1990     MONUMENTED       USACE
 JU4304  HISTORY     - 20060224 GOOD             GEOCAC
 JU4304  HISTORY     - 20140723 GOOD             NJGS
 JU4304
 JU4304                          STATION DESCRIPTION
 JU4304
 JU4304'DESCRIBED BY US ARMY CORPS OF 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.
 JU4304
 JU4304                          STATION RECOVERY (2014)
 JU4304
 JU4304'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU4304'RECOVERED IN GOOD CONDITION.
 JU4304'
 JU4304'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF
 JU4304'OCEAN CITY, 4.5 MI (7.2 KM) SOUTH OF MARMORA AND 3.9 MI (6.3 KM)
 JU4304'NORTH-NORTHEAST OF SEA ISLE CITY, IN STRATMERE.
 JU4304'
 JU4304'THE STATION IS AT THE DRAW SPAN OF THE BAY AVENUE (COUNTY ROUTE 619)
 JU4304'BRIDGE OVER STRATMERE BAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6219 ***********************************************************************
 KV6219  DESIGNATION -  13 A 1
 KV6219  PID         -  KV6219
 KV6219  STATE/COUNTY-  NJ/MONMOUTH
 KV6219  COUNTRY     -  US
 KV6219  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6219
 KV6219                         *CURRENT SURVEY CONTROL
 KV6219  ______________________________________________________________________
 KV6219* NAD 83(2011) POSITION- 40 23 17.11925(N) 074 05 50.09454(W)   ADJUSTED
 KV6219* NAD 83(2011) ELLIP HT-   -10.182 (meters)        (06/27/12)   ADJUSTED
 KV6219* NAD 83(2011) EPOCH   -  2010.00
 KV6219* NAVD 88 ORTHO HEIGHT -    22.2   (meters)       73.    (feet) GPS OBS
 KV6219  ______________________________________________________________________
 KV6219  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6219  GEOID HEIGHT    -        -32.690 (meters)                     GEOID93
 KV6219  GEOID HEIGHT    -        -32.409 (meters)                     GEOID18
 KV6219  NAD 83(2011) X  -  1,333,005.817 (meters)                     COMP
 KV6219  NAD 83(2011) Y  - -4,678,700.499 (meters)                     COMP
 KV6219  NAD 83(2011) Z  -  4,110,895.859 (meters)                     COMP
 KV6219  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 KV6219
 KV6219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6219  Standards:
 KV6219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6219  -------------------------------------------------------------------
 KV6219  NETWORK    0.42   0.65           0.19   0.15   0.33      0.05859945
 KV6219  -------------------------------------------------------------------
 KV6219  Click here for local accuracies and other accuracy information.
 KV6219
 KV6219.The horizontal coordinates were established by GPS observations
 KV6219.and adjusted by the National Geodetic Survey in June 2012.
 KV6219
 KV6219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6219.been affixed to the stable North American tectonic plate. See 
 KV6219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6219
 KV6219.The horizontal coordinates are valid at the epoch date displayed above
 KV6219.which is a decimal equivalence of Year/Month/Day.
 KV6219
 KV6219.The orthometric height was determined by GPS observations and a
 KV6219.high-resolution geoid model.
 KV6219
 KV6219.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6219.GEOID18 height accuracy estimate available here.
 KV6219
 KV6219.Click photographs - Photos may exist for this station.
 KV6219
 KV6219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6219
 KV6219.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6219
 KV6219.The ellipsoidal height was determined by GPS observations
 KV6219.and is referenced to NAD 83.
 KV6219
 KV6219. The following values were computed from the NAD 83(2011) position.
 KV6219
 KV6219;                    North         East     Units Scale Factor Converg.
 KV6219;SPC NJ       -   172,680.704   184,193.638   MT  0.99991439   +0 15 39.5
 KV6219;SPC NJ       -   566,536.61    604,308.63   sFT  0.99991439   +0 15 39.5
 KV6219;UTM  18      - 4,471,223.854   576,621.098   MT  0.99967227   +0 35 05.9
 KV6219
 KV6219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6219!SPC NJ       -   1.00000160  x   0.99991439  =   0.99991599
 KV6219!UTM  18      -   1.00000160  x   0.99967227  =   0.99967387
 KV6219
 KV6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7662171223(NAD 83)
 KV6219
 KV6219                          SUPERSEDED SURVEY CONTROL
 KV6219
 KV6219  NAD 83(2007)-  40 23 17.11966(N)    074 05 50.09498(W) AD(2002.00) 0
 KV6219  ELLIP H (02/10/07)  -10.167  (m)                       GP(2002.00)    
 KV6219  ELLIP H (10/23/02)  -10.150  (m)                       GP(       ) 4 1
 KV6219  NAD 83(1996)-  40 23 17.11966(N)    074 05 50.09523(W) AD(       ) 1
 KV6219  ELLIP H (05/14/99)  -10.164  (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)  -10.227  (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)  RAPSU86  model used  GPS OBS        
 KV6219
 KV6219.Superseded values are not recommended for survey control.
 KV6219
 KV6219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6219.See file dsdata.pdf to determine how the superseded data were derived.
 KV6219
 KV6219_MARKER: DD = SURVEY DISK
 KV6219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6219_STAMPING: 13 A 1 1988
 KV6219_MARK LOGO: NJGS
 KV6219_PROJECTION: RECESSED 8 CENTIMETERS
 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 - July 24, 2019
 KV6219
 KV6219  HISTORY     - Date     Condition        Report By
 KV6219  HISTORY     - 1988     MONUMENTED       NJGS
 KV6219  HISTORY     - 19930806 GOOD             NJGS
 KV6219  HISTORY     - 20190724 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.
 KV6219
 KV6219                          STATION RECOVERY (2019)
 KV6219
 KV6219'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6219'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.
 KV6219'
 KV6219'TO REACH THE STATION FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX AT
 KV6219'THE NORTHWEST CORNER OF STATE ROUTE 35 AND KINGS HIGHWAY, PROCEED 0.9
 KV6219'KM (0.6 MI) SOUTH-SOUTHEAST ALONG STATE ROUTE 35 TO STATION ON THE
 KV6219'RIGHT, LOCATED ON THE WEST SIDE OF ROUTE 35 AT THE NORTH ENTRANCE TO
 KV6219'THE QUALITY IN MOTOR LODGE, ENTRANCE SHARED WITH OUTBACK STEAKHOUSE.
 KV6219'THE MARK IS 86.9 FT (26.5 M) NORTH OF POLE JC86MDT, 61 FT (18.6 M)
 KV6219'SOUTH OF POLE JC85MDT, 28.66 FT (8.7 M) NORTH OF THE QUALITY IN
 KV6219'DRIVEWAY, 5 FT (1.5 M) WEST OF THE WEST CURB LINE OF ROUTE 35.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7898 ***********************************************************************
 DP7898  DESIGNATION -  13 A 10
 DP7898  PID         -  DP7898
 DP7898  STATE/COUNTY-  NJ/MONMOUTH
 DP7898  COUNTRY     -  US
 DP7898  USGS QUAD   -  POINT PLEASANT (2019)
 DP7898
 DP7898                         *CURRENT SURVEY CONTROL
 DP7898  ______________________________________________________________________
 DP7898* NAD 83(1986) POSITION- 40 06 56.71   (N) 074 02 05.81   (W)   HD_HELD1
 DP7898* NAVD 88 ORTHO HEIGHT -     2.353 (meters)        7.72  (feet) ADJUSTED
 DP7898  ______________________________________________________________________
 DP7898  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 DP7898  DYNAMIC HEIGHT  -          2.352 (meters)        7.72  (feet) COMP
 DP7898  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 DP7898
 DP7898  VERT ORDER      -  FIRST     CLASS II
 DP7898
 DP7898.The horizontal coordinates were determined by differentially corrected
 DP7898.hand held GPS observations or other comparable positioning techniques
 DP7898.and have an estimated accuracy of +/- 3 meters.
 DP7898
 DP7898.The orthometric height was determined by differential leveling and
 DP7898.adjusted by the NATIONAL GEODETIC SURVEY
 DP7898.in September 2015.
 DP7898
 DP7898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7898.GEOID18 height accuracy estimate available here.
 DP7898
 DP7898.Click photographs - Photos may exist for this station.
 DP7898
 DP7898.The dynamic height is computed by dividing the NAVD 88
 DP7898.geopotential number by the normal gravity value computed on the
 DP7898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7898.degrees latitude (g = 980.6199 gals.).
 DP7898
 DP7898.The modeled gravity was interpolated from observed gravity values.
 DP7898
 DP7898;                    North         East    Units  Estimated Accuracy
 DP7898;SPC NJ       -   142,469.5     189,641.6     MT  (+/- 3 meters HH1 GPS) 
 DP7898
 DP7898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8223841051(NAD 83)
 DP7898
 DP7898                          SUPERSEDED SURVEY CONTROL
 DP7898
 DP7898.No superseded survey control is available for this station.
 DP7898
 DP7898_MARKER: DD = SURVEY DISK
 DP7898_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7898_SP_SET: BRIDGE ABUTMENT
 DP7898_STAMPING: 13 A 10 2013
 DP7898_MARK LOGO: NJGS
 DP7898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7898+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DP7898
 DP7898  HISTORY     - Date     Condition        Report By
 DP7898  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7898
 DP7898                          STATION DESCRIPTION
 DP7898
 DP7898'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7898'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7898'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7898'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7898'
 DP7898'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 DP7898'SOUTHEAST ABUTMENT IN THE SIDEWALK OF THE OCEAN AVENUE BRIDGE SPANNING
 DP7898'THE OUTFLOW FROM STOCKTON LAKE.
 DP7898'
 DP7898'THE STATION IS 21 FT (6.4 M) SOUTHWEST OF THE CENTERLINE OF OCEAN
 DP7898'AVENUE, 5 FT (1.5 M) SOUTHWEST OF THE SOUTHWEST CURB OF OCEAN AVENUE,
 DP7898'30 FT (9.1 M) SOUTHEAST OF THE CENTER OF THE BRIDGE, 1 FT (0.3 M)
 DP7898'NORTHWEST OF THE EAST FACE OF THE WEST CONCRETE BALUSTRADE, 46 FT
 DP7898'(14.0 M) NORTHWEST OF THE SOUTH END OF THE WEST CONCRETE BALUSTRADE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5819 ***********************************************************************
 DP5819  DESIGNATION -  13 A 11
 DP5819  PID         -  DP5819
 DP5819  STATE/COUNTY-  NJ/MONMOUTH
 DP5819  COUNTRY     -  US
 DP5819  USGS QUAD   -  JAMESBURG (2019)
 DP5819
 DP5819                         *CURRENT SURVEY CONTROL
 DP5819  ______________________________________________________________________
 DP5819* NAD 83(1986) POSITION- 40 15 38.59   (N) 074 24 34.28   (W)   HD_HELD1
 DP5819* NAVD 88 ORTHO HEIGHT -    48.650 (meters)      159.61  (feet) ADJUSTED
 DP5819  ______________________________________________________________________
 DP5819  GEOID HEIGHT    -        -32.451 (meters)                     GEOID18
 DP5819  DYNAMIC HEIGHT  -         48.630 (meters)      159.55  (feet) COMP
 DP5819  MODELED GRAVITY -    980,211.2   (mgal)                       NAVD 88
 DP5819
 DP5819  VERT ORDER      -  FIRST     CLASS II
 DP5819
 DP5819.The horizontal coordinates were determined by differentially corrected
 DP5819.hand held GPS observations or other comparable positioning techniques
 DP5819.and have an estimated accuracy of +/- 3 meters.
 DP5819
 DP5819.The orthometric height was determined by differential leveling and
 DP5819.adjusted by the NATIONAL GEODETIC SURVEY
 DP5819.in April 2015.
 DP5819
 DP5819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5819.GEOID18 height accuracy estimate available here.
 DP5819
 DP5819.Click photographs - Photos may exist for this station.
 DP5819
 DP5819.The dynamic height is computed by dividing the NAVD 88
 DP5819.geopotential number by the normal gravity value computed on the
 DP5819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5819.degrees latitude (g = 980.6199 gals.).
 DP5819
 DP5819.The modeled gravity was interpolated from observed gravity values.
 DP5819
 DP5819;                    North         East    Units  Estimated Accuracy
 DP5819;SPC NJ       -   158,465.0     157,696.0     MT  (+/- 3 meters HH1 GPS) 
 DP5819
 DP5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5021056862(NAD 83)
 DP5819
 DP5819                          SUPERSEDED SURVEY CONTROL
 DP5819
 DP5819.No superseded survey control is available for this station.
 DP5819
 DP5819_MARKER: DD = SURVEY DISK
 DP5819_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5819_SP_SET: CURB
 DP5819_STAMPING: 13 A 11 2014
 DP5819_MARK LOGO: NJGS
 DP5819_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5819+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5819
 DP5819  HISTORY     - Date     Condition        Report By
 DP5819  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5819
 DP5819                          STATION DESCRIPTION
 DP5819
 DP5819'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5819'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 DP5819'JAMESBURG, 6.1 MI (9.8 KM) EAST OF HIGHTSTOWN AND 4.4 MI (7.1 KM)
 DP5819'NORTHEAST OF ROOSEVELT, IN MILLSTONE TOWNSHIP.
 DP5819'
 DP5819'TO REACH FROM THE INTERSECTION OF MILLSTONE ROAD AND NEW JERSEY ROUTE
 DP5819'33, GO 0.6 MI (1.0 KM) EAST ON ROT 33 TO THE STATION ACROSS THE ROUTE
 DP5819'ON THE LEFT, ON THE NORTHEAST CORNER OF THE T-JUNCTION OF DUGAN'S
 DP5819'MILLING ROAD AND ROUTE 33 WESTBOUND.
 DP5819'
 DP5819'THE STATION IS 2 FT (0.6 M) SOUTH OF THE SOUTH EDGE OF AN INLET CURB
 DP5819'PIECE, 35 FT (10.7 M) SOUTHEAST OF THE CENTERLINE OF DUGAN'S MILLING
 DP5819'ROAD, 35 FT (10.7 M) NORTHEAST OF THE CENTERLINE OF ROUTE 33 WESTBOUND
 DP5819'LANES, 78.5 FT (23.9 M) SOUTHEAST AND ACROSS DUGAN'S MILLING ROAD FROM
 DP5819'A POLE WITH NO NUMBER, 68.5 FT (20.9 M) SOUTHWEST OF A SIGN (WEIGHT
 DP5819'LIMIT 5 TONS), 75 FT (22.9 M) NORTHEAST OF THE SOUTHEAST END OF THE
 DP5819'CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0827 ***********************************************************************
 DQ0827  DESIGNATION -  13 A 12
 DQ0827  PID         -  DQ0827
 DQ0827  STATE/COUNTY-  NJ/MONMOUTH
 DQ0827  COUNTRY     -  US
 DQ0827  USGS QUAD   -  KEYPORT (2016)
 DQ0827
 DQ0827                         *CURRENT SURVEY CONTROL
 DQ0827  ______________________________________________________________________
 DQ0827* NAD 83(1986) POSITION- 40 24 26.13   (N) 074 14 54.31   (W)   HD_HELD1
 DQ0827* NAVD 88 ORTHO HEIGHT -     7.189 (meters)       23.59  (feet) ADJUSTED
 DQ0827  ______________________________________________________________________
 DQ0827  GEOID HEIGHT    -        -32.389 (meters)                     GEOID18
 DQ0827  DYNAMIC HEIGHT  -          7.186 (meters)       23.58  (feet) COMP
 DQ0827  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 DQ0827
 DQ0827  VERT ORDER      -  FIRST     CLASS II
 DQ0827
 DQ0827.The horizontal coordinates were determined by differentially corrected
 DQ0827.hand held GPS observations or other comparable positioning techniques
 DQ0827.and have an estimated accuracy of +/- 3 meters.
 DQ0827
 DQ0827.The orthometric height was determined by differential leveling and
 DQ0827.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0827.in February 2016.
 DQ0827
 DQ0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0827.GEOID18 height accuracy estimate available here.
 DQ0827
 DQ0827.Click photographs - Photos may exist for this station.
 DQ0827
 DQ0827.The dynamic height is computed by dividing the NAVD 88
 DQ0827.geopotential number by the normal gravity value computed on the
 DQ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0827.degrees latitude (g = 980.6199 gals.).
 DQ0827
 DQ0827.The modeled gravity was interpolated from observed gravity values.
 DQ0827
 DQ0827;                    North         East    Units  Estimated Accuracy
 DQ0827;SPC NJ       -   174,761.6     171,353.1     MT  (+/- 3 meters HH1 GPS) 
 DQ0827
 DQ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6377273231(NAD 83)
 DQ0827
 DQ0827                          SUPERSEDED SURVEY CONTROL
 DQ0827
 DQ0827.No superseded survey control is available for this station.
 DQ0827
 DQ0827_MARKER: DD = SURVEY DISK
 DQ0827_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ0827_SP_SET: BRIDGE ABUTMENT
 DQ0827_STAMPING: 13 A 12 2015
 DQ0827_MARK LOGO: NJGS
 DQ0827_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0827+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0827
 DQ0827  HISTORY     - Date     Condition        Report By
 DQ0827  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0827
 DQ0827                          STATION DESCRIPTION
 DQ0827
 DQ0827'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0827'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF SOUTH
 DQ0827'AMBOY JUNCTION, 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF SOUTH AMBOY AND 3.1
 DQ0827'MI (5.0 KM) SOUTHWEST OF KEYPORT, IN MATAWAN.
 DQ0827'
 DQ0827'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (NEW JERSEY STATE
 DQ0827'HIGHWAY 79) AND NEW BRUNSWICK AVENUE (COUNTY ROUTE 516), GO 0.65 MI
 DQ0827'(1.0 KM) EAST ON COUNTY ROUTE 516 TO THE STATION ON THE LEFT, STATION
 DQ0827'IS SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE WEST ABUTMENT OF THE
 DQ0827'ROUTE 516 BRIDGE SPANNING THE MATAWAN LAKE.
 DQ0827'
 DQ0827'IT IS 19.5 FT (5.9 M) SOUTH OF THE CENTERLINE OF ROUTE 516, 74.5 FT
 DQ0827'(22.7 M) WEST OF A POLE, 23 FT (7.0 M) WEST OF THE CENTER OF THE
 DQ0827'BRIDGE, 10 FT (3.0 M) EAST OF THE WEST END OF THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5265 ***********************************************************************
 DR5265  DESIGNATION -  13 A 13
 DR5265  PID         -  DR5265
 DR5265  STATE/COUNTY-  NJ/MONMOUTH
 DR5265  COUNTRY     -  US
 DR5265  USGS QUAD   -  KEYPORT (2016)
 DR5265
 DR5265                         *CURRENT SURVEY CONTROL
 DR5265  ______________________________________________________________________
 DR5265* NAD 83(1986) POSITION- 40 26 15.81   (N) 074 10 19.16   (W)   HD_HELD1
 DR5265* NAVD 88 ORTHO HEIGHT -     4.662 (meters)       15.30  (feet) ADJUSTED
 DR5265  ______________________________________________________________________
 DR5265  GEOID HEIGHT    -        -32.348 (meters)                     GEOID18
 DR5265  DYNAMIC HEIGHT  -          4.661 (meters)       15.29  (feet) COMP
 DR5265  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 DR5265
 DR5265  VERT ORDER      -  FIRST     CLASS II
 DR5265
 DR5265.The horizontal coordinates were determined by differentially corrected
 DR5265.hand held GPS observations or other comparable positioning techniques
 DR5265.and have an estimated accuracy of +/- 3 meters.
 DR5265
 DR5265.The orthometric height was determined by differential leveling and
 DR5265.adjusted by the NATIONAL GEODETIC SURVEY
 DR5265.in July 2020.
 DR5265
 DR5265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5265.GEOID18 height accuracy estimate available here.
 DR5265
 DR5265.Click photographs - Photos may exist for this station.
 DR5265
 DR5265.The dynamic height is computed by dividing the NAVD 88
 DR5265.geopotential number by the normal gravity value computed on the
 DR5265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5265.degrees latitude (g = 980.6199 gals.).
 DR5265
 DR5265.The modeled gravity was interpolated from observed gravity values.
 DR5265
 DR5265;                    North         East    Units  Estimated Accuracy
 DR5265;SPC NJ       -   178,165.7     177,827.7     MT  (+/- 3 meters HH1 GPS) 
 DR5265
 DR5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7022576671(NAD 83)
 DR5265
 DR5265                          SUPERSEDED SURVEY CONTROL
 DR5265
 DR5265.No superseded survey control is available for this station.
 DR5265
 DR5265_MARKER: DD = SURVEY DISK
 DR5265_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5265_SP_SET: BRIDGE ABUTMENT
 DR5265_STAMPING: 13 A 13 2018
 DR5265_MARK LOGO: NJGS
 DR5265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5265+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 DR5265
 DR5265  HISTORY     - Date     Condition        Report By
 DR5265  HISTORY     - 20180809 MONUMENTED       NJGS
 DR5265
 DR5265                          STATION DESCRIPTION
 DR5265
 DR5265'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5265'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF PERTH AMBOY,
 DR5265'6.9 MI (11.1 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND 1.5 MI (2.4 KM)
 DR5265'EAST-NORTHEAST OF KEYPORT IN BOROUGH UNION BEACH.
 DR5265'
 DR5265'TO REACH FROM THE INTERSECTION OF UNION AVENUE (COUNTY ROAD 39) AND
 DR5265'NEW JERSEY STATE ROUTE 36, GO WEST ON NEW JERSEY STATE ROUTE 36 FOR
 DR5265'0.40 MI (0.64 KM) AND   THE STATION IS ON THE RIGHT.  TO REACH FROM
 DR5265'THE INTERSECTION OF POOLE AVENUE AND NEW JERSEY STATE ROUTE 36, GO
 DR5265'EAST ON NEW JERSEY STATE ROUTE 36 SOUTH FOR 0.66 MI (1.06 KM), USE THE
 DR5265'SEAGATE AVENUE JUGHANDLE TO U-TURN ON NEW JERSEY STATE ROUTE 36, GO
 DR5265'0.14 MI (0.23 KM) AND THE STATION IS ON THE RIGHT.
 DR5265'
 DR5265'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST SIDEWALK OF THE
 DR5265'NORTHBOUND LANES OF NEW JERSEY STATE ROUTE 36 BRIDGE (1315-157, 22.61)
 DR5265'OVER FLAT CREEK, SET AT AND BELOW THE EAST BALUSTRADE END POST AT THE
 DR5265'NAME PLATE, 3 FT (0.9 M) SOUTH OF THE SOUTH FACE OF THE BALUSTRADE, 9
 DR5265'FT (2.7 M) NORTH OF THE NORTH CURB, 43 FT (13.1 M) EAST OF THE CENTER
 DR5265'OF THE BRIDGE, 10.5 FT (3.2 M) WEST-SOUTHWEST OF A POWER POLE WITH A
 DR5265'SERVICE CONNECTION TO A BILLBOARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5332 ***********************************************************************
 DR5332  DESIGNATION -  13 A 14
 DR5332  PID         -  DR5332
 DR5332  STATE/COUNTY-  NJ/MONMOUTH
 DR5332  COUNTRY     -  US
 DR5332  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5332
 DR5332                         *CURRENT SURVEY CONTROL
 DR5332  ______________________________________________________________________
 DR5332* NAD 83(1986) POSITION- 40 23 46.73   (N) 073 58 45.33   (W)   HD_HELD1
 DR5332* NAVD 88 ORTHO HEIGHT -    22.738 (meters)       74.60  (feet) ADJUSTED
 DR5332  ______________________________________________________________________
 DR5332  GEOID HEIGHT    -        -32.597 (meters)                     GEOID18
 DR5332  DYNAMIC HEIGHT  -         22.727 (meters)       74.56  (feet) COMP
 DR5332  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 DR5332
 DR5332  VERT ORDER      -  FIRST     CLASS II
 DR5332
 DR5332.The horizontal coordinates were determined by differentially corrected
 DR5332.hand held GPS observations or other comparable positioning techniques
 DR5332.and have an estimated accuracy of +/- 3 meters.
 DR5332
 DR5332.The orthometric height was determined by differential leveling and
 DR5332.adjusted by the NATIONAL GEODETIC SURVEY
 DR5332.in July 2020.
 DR5332
 DR5332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5332.GEOID18 height accuracy estimate available here.
 DR5332
 DR5332.Click photographs - Photos may exist for this station.
 DR5332
 DR5332.The dynamic height is computed by dividing the NAVD 88
 DR5332.geopotential number by the normal gravity value computed on the
 DR5332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5332.degrees latitude (g = 980.6199 gals.).
 DR5332
 DR5332.The modeled gravity was interpolated from observed gravity values.
 DR5332
 DR5332;                    North         East    Units  Estimated Accuracy
 DR5332;SPC NJ       -   173,646.3     194,205.7     MT  (+/- 3 meters HH1 GPS) 
 DR5332
 DR5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8662572245(NAD 83)
 DR5332
 DR5332                          SUPERSEDED SURVEY CONTROL
 DR5332
 DR5332.No superseded survey control is available for this station.
 DR5332
 DR5332_MARKER: DD = SURVEY DISK
 DR5332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR5332_SP_SET: BRIDGE SIDEWALK
 DR5332_STAMPING: 13 A 14 2018
 DR5332_MARK LOGO: NJGS
 DR5332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5332+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DR5332
 DR5332  HISTORY     - Date     Condition        Report By
 DR5332  HISTORY     - 20181002 MONUMENTED       NJGS
 DR5332
 DR5332                          STATION DESCRIPTION
 DR5332
 DR5332'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5332'THE MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) NORTH OF ASBURY PARK, 11.9
 DR5332'MI (19.1 KM) EAST-SOUTHEAST OF KEYPORT AND 6.4 MI (10.3 KM) NORTH OF
 DR5332'LONG BRANCH IN THE BOROUGH OF SEA BRIGHT.
 DR5332'
 DR5332'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK ON THE NORTH SIDE
 DR5332'OF THE NEW JERSEY STATE ROUTE 36 BRIDGE SPANNING THE SHREWSBURY RIVER.
 DR5332'THE STATION IS 4 FT (1.2 M) SOUTH OF LIGHT POLE (BA3120), 3.75 FT (1.1
 DR5332'M) NORTH OF THE NORTH CURB LINE OF NEW JERSEY STATE HIGHWAY 36
 DR5332'NORTHBOUND LANES, 96 FT (29.3 M) WEST OF A CANTILEVER SIGN BRIDGE FOR
 DR5332'THE NORTHBOUND LANES OF NEW JERSEY STATE HIGHWAY 36, 120 FT (36.6 M)
 DR5332'EAST OF LIGHT POLE (BA4118), 264 FT (80.5 M) EAST OF THE DEMARCATION
 DR5332'SIGH FOR THE BOROUGH OF HIGHLAND AND SEA BRIGHT BOROUGH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5286 ***********************************************************************
 DR5286  DESIGNATION -  13 A 15
 DR5286  PID         -  DR5286
 DR5286  STATE/COUNTY-  NJ/MONMOUTH
 DR5286  COUNTRY     -  US
 DR5286  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5286
 DR5286                         *CURRENT SURVEY CONTROL
 DR5286  ______________________________________________________________________
 DR5286* NAD 83(1986) POSITION- 40 20 39.23   (N) 074 05 43.78   (W)   HD_HELD1
 DR5286* NAVD 88 ORTHO HEIGHT -    19.339 (meters)       63.45  (feet) ADJUSTED
 DR5286  ______________________________________________________________________
 DR5286  GEOID HEIGHT    -        -32.461 (meters)                     GEOID18
 DR5286  DYNAMIC HEIGHT  -         19.331 (meters)       63.42  (feet) COMP
 DR5286  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 DR5286
 DR5286  VERT ORDER      -  FIRST     CLASS II
 DR5286
 DR5286.The horizontal coordinates were determined by differentially corrected
 DR5286.hand held GPS observations or other comparable positioning techniques
 DR5286.and have an estimated accuracy of +/- 3 meters.
 DR5286
 DR5286.The orthometric height was determined by differential leveling and
 DR5286.adjusted by the NATIONAL GEODETIC SURVEY
 DR5286.in July 2020.
 DR5286
 DR5286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5286.GEOID18 height accuracy estimate available here.
 DR5286
 DR5286.Click photographs - Photos may exist for this station.
 DR5286
 DR5286.The dynamic height is computed by dividing the NAVD 88
 DR5286.geopotential number by the normal gravity value computed on the
 DR5286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5286.degrees latitude (g = 980.6199 gals.).
 DR5286
 DR5286.The modeled gravity was interpolated from observed gravity values.
 DR5286
 DR5286;                    North         East    Units  Estimated Accuracy
 DR5286;SPC NJ       -   167,811.8     184,364.8     MT  (+/- 3 meters HH1 GPS) 
 DR5286
 DR5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7681966357(NAD 83)
 DR5286
 DR5286                          SUPERSEDED SURVEY CONTROL
 DR5286
 DR5286.No superseded survey control is available for this station.
 DR5286
 DR5286_MARKER: DD = SURVEY DISK
 DR5286_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5286_SP_SET: ELECTRICAL MANHOLE RIM
 DR5286_STAMPING: 13 A 15 2018
 DR5286_MARK LOGO: NJGS
 DR5286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5286+STABILITY: SURFACE MOTION
 DR5286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5286+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5286
 DR5286  HISTORY     - Date     Condition        Report By
 DR5286  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5286
 DR5286                          STATION DESCRIPTION
 DR5286
 DR5286'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5286'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF KEYPORT, 8.2
 DR5286'MI (13.2 KM) EAST-NORTHEAST OF MARLBORO AND 6.1 MI (9.8 KM)
 DR5286'WEST-NORTHWEST OF LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5286'
 DR5286'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN
 DR5286'ELECTRICAL MANHOLE RIM IN THE SIDEWALK AT THE SOUTHWEST CORNER OF THE
 DR5286'T-JUNCTION OF HALF MILE ROAD AND W FRONT STREET (COUNTY ROUTE 10).
 DR5286'
 DR5286'THE STATION IS 24.3 FT (7.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DR5286'WEST FRONT STREET, 21.9 FT (6.7 M) NORTH-NORTHWEST OF THE CENTERLINE
 DR5286'OF A TRAFFIC SIGNAL MAST, 14 FT (4.3 M) SOUTHEAST OF A MANHOLE, 2.9 FT
 DR5286'(0.9 M) SOUTHWEST OF A CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5366 ***********************************************************************
 DR5366  DESIGNATION -  13 A 16
 DR5366  PID         -  DR5366
 DR5366  STATE/COUNTY-  NJ/MONMOUTH
 DR5366  COUNTRY     -  US
 DR5366  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5366
 DR5366                         *CURRENT SURVEY CONTROL
 DR5366  ______________________________________________________________________
 DR5366* NAD 83(1986) POSITION- 40 24 53.43   (N) 074 03 26.99   (W)   HD_HELD1
 DR5366* NAVD 88 ORTHO HEIGHT -     5.681 (meters)       18.64  (feet) ADJUSTED
 DR5366  ______________________________________________________________________
 DR5366  GEOID HEIGHT    -        -32.437 (meters)                     GEOID18
 DR5366  DYNAMIC HEIGHT  -          5.678 (meters)       18.63  (feet) COMP
 DR5366  MODELED GRAVITY -    980,208.9   (mgal)                       NAVD 88
 DR5366
 DR5366  VERT ORDER      -  FIRST     CLASS II
 DR5366
 DR5366.The horizontal coordinates were determined by differentially corrected
 DR5366.hand held GPS observations or other comparable positioning techniques
 DR5366.and have an estimated accuracy of +/- 3 meters.
 DR5366
 DR5366.The orthometric height was determined by differential leveling and
 DR5366.adjusted by the NATIONAL GEODETIC SURVEY
 DR5366.in July 2020.
 DR5366
 DR5366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5366.GEOID18 height accuracy estimate available here.
 DR5366
 DR5366.Click photographs - Photos may exist for this station.
 DR5366
 DR5366.The dynamic height is computed by dividing the NAVD 88
 DR5366.geopotential number by the normal gravity value computed on the
 DR5366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5366.degrees latitude (g = 980.6199 gals.).
 DR5366
 DR5366.The modeled gravity was interpolated from observed gravity values.
 DR5366
 DR5366;                    North         East    Units  Estimated Accuracy
 DR5366;SPC NJ       -   175,667.3     187,553.7     MT  (+/- 3 meters HH1 GPS) 
 DR5366
 DR5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7996374228(NAD 83)
 DR5366
 DR5366                          SUPERSEDED SURVEY CONTROL
 DR5366
 DR5366.No superseded survey control is available for this station.
 DR5366
 DR5366_MARKER: DD = SURVEY DISK
 DR5366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5366_SP_SET: CURB
 DR5366_STAMPING: 13 A 15 2018
 DR5366_MARK LOGO: NJGS
 DR5366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5366+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2018
 DR5366
 DR5366  HISTORY     - Date     Condition        Report By
 DR5366  HISTORY     - 20180830 MONUMENTED       NJGS
 DR5366
 DR5366                          STATION DESCRIPTION
 DR5366
 DR5366'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5366'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) NORTHEAST OF MARLBORO, 8.3
 DR5366'MI (13.4 KM) NORTH-NORTHWEST OF LONG BRANCH AND 7.6 MI (12.2 KM) EAST
 DR5366'OF KEYPORT, IN MIDDLETOWN TOWNSHIP, NEAR THE LEONARDO.
 DR5366'
 DR5366'TO REACH FROM THE NORMANDY ROAD BRIDGE SPANNING NEW JERSEY STATE ROUTE
 DR5366'36, GO 0.65 MI (1.05 KM) EAST ON NEW JERSEY STATE ROUTE 36 TO THE
 DR5366'JUG-HANDLE/LEFT-TURN SLOT JUNCTION WITH LEONARD ROAD, CROSS NEW JERSEY
 DR5366'STATE ROUTE 36 TO THE NORTHWEST CORNER OF LEONARD AVENUE AND
 DR5366'VANDERBILT AVENUE AND THE STATION ON THE LEFT.
 DR5366'
 DR5366'THE STATION IS SET IN A DRILL HOLE IN THE WEST CURB LINE OF LEONARD
 DR5366'AVENUE, 56 FT (17.1 M) SOUTH OF THE CENTERLINE OF VANDERBILT AVENUE,
 DR5366'142 FT (43.3 M) NORTH-NORTHEAST OF THE EXTENDED CURB OF NEW JERSEY
 DR5366'STATE ROUTE 36, 11 FT (3.4 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 DR5366'STOCKADE FENCE FOR HOUSE NUMBER 29 VANDERBILT AVENUE, 126 FT (38.4 M)
 DR5366'NORTH-NORTHEAST OF THE HENRY HUDSON BIKE TRAIL, 24 FT (7.3 M) WEST OF
 DR5366'THE CENTERLINE OF LEONARD AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6284 ***********************************************************************
 KV6284  DESIGNATION -  13 A 2
 KV6284  PID         -  KV6284
 KV6284  STATE/COUNTY-  NJ/MONMOUTH
 KV6284  COUNTRY     -  US
 KV6284  USGS QUAD   -  FARMINGDALE (2016)
 KV6284
 KV6284                         *CURRENT SURVEY CONTROL
 KV6284  ______________________________________________________________________
 KV6284* NAD 83(2011) POSITION- 40 10 00.27913(N) 074 10 59.85857(W)   ADJUSTED
 KV6284* NAD 83(2011) ELLIP HT-    -7.647 (meters)        (06/27/12)   ADJUSTED
 KV6284* NAD 83(2011) EPOCH   -  2010.00
 KV6284* NAVD 88 ORTHO HEIGHT -    25.021 (meters)       82.09  (feet) ADJUSTED
 KV6284  ______________________________________________________________________
 KV6284  GEOID HEIGHT    -        -32.646 (meters)                     GEOID18
 KV6284  NAD 83(2011) X  -  1,330,309.308 (meters)                     COMP
 KV6284  NAD 83(2011) Y  - -4,695,986.798 (meters)                     COMP
 KV6284  NAD 83(2011) Z  -  4,092,146.346 (meters)                     COMP
 KV6284  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 KV6284  DYNAMIC HEIGHT  -         25.010 (meters)       82.05  (feet) COMP
 KV6284  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 KV6284
 KV6284  VERT ORDER      -  FIRST     CLASS II
 KV6284
 KV6284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6284  Standards:
 KV6284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6284  -------------------------------------------------------------------
 KV6284  NETWORK    0.64   1.12           0.29   0.23   0.57      0.04665845
 KV6284  -------------------------------------------------------------------
 KV6284  Click here for local accuracies and other accuracy information.
 KV6284
 KV6284.The horizontal coordinates were established by GPS observations
 KV6284.and adjusted by the National Geodetic Survey in June 2012.
 KV6284
 KV6284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6284.been affixed to the stable North American tectonic plate. See 
 KV6284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6284
 KV6284.The horizontal coordinates are valid at the epoch date displayed above
 KV6284.which is a decimal equivalence of Year/Month/Day.
 KV6284
 KV6284.The orthometric height was determined by differential leveling and
 KV6284.adjusted by the NATIONAL GEODETIC SURVEY
 KV6284.in June 1991.
 KV6284
 KV6284.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6284.GEOID18 height accuracy estimate available here.
 KV6284
 KV6284.Click photographs - Photos may exist for this station.
 KV6284
 KV6284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6284
 KV6284.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6284
 KV6284.The ellipsoidal height was determined by GPS observations
 KV6284.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6284
 KV6284;                    North         East     Units Scale Factor Converg.
 KV6284;SPC NJ       -   148,075.295   176,976.171   MT  0.99990896   +0 12 15.4
 KV6284;SPC NJ       -   485,810.36    580,629.32   sFT  0.99990896   +0 12 15.4
 KV6284;UTM  18      - 4,446,584.174   569,544.310   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  =   0.99966074
 KV6284
 KV6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6954446584(NAD 83)
 KV6284
 KV6284                          SUPERSEDED SURVEY CONTROL
 KV6284
 KV6284  NAD 83(2007)-  40 10 00.27960(N)    074 10 59.85902(W) AD(2002.00) 0
 KV6284  ELLIP H (02/10/07)   -7.640  (m)                       GP(2002.00)    
 KV6284  ELLIP H (10/23/02)   -7.623  (m)                       GP(       ) 4 1
 KV6284  NAD 83(1996)-  40 10 00.27943(N)    074 10 59.85925(W) AD(       ) 1
 KV6284  ELLIP H (05/14/99)   -7.636  (m)                       GP(       ) 4 1
 KV6284  NAD 83(1986)-  40 10 00.28049(N)    074 10 59.86184(W) AD(       ) 1
 KV6284  NAVD 88              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
 KV6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6284.See file dsdata.pdf to determine how the superseded data were derived.
 KV6284
 KV6284_MARKER: DD = SURVEY DISK
 KV6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 09, 2019
 KV6284
 KV6284  HISTORY     - Date     Condition        Report By
 KV6284  HISTORY     - 1989     MONUMENTED       NJGS
 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  HISTORY     - 20190709 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
 KV6284                          STATION RECOVERY (2019)
 KV6284
 KV6284'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6942 ***********************************************************************
 KV6942  DESIGNATION -  13 A 3
 KV6942  PID         -  KV6942
 KV6942  STATE/COUNTY-  NJ/MONMOUTH
 KV6942  COUNTRY     -  US
 KV6942  USGS QUAD   -  JAMESBURG (2019)
 KV6942
 KV6942                         *CURRENT SURVEY CONTROL
 KV6942  ______________________________________________________________________
 KV6942* NAD 83(2011) POSITION- 40 15 46.43639(N) 074 25 18.98966(W)   ADJUSTED
 KV6942* NAD 83(2011) ELLIP HT-     6.747 (meters)        (06/27/12)   ADJUSTED
 KV6942* NAD 83(2011) EPOCH   -  2010.00
 KV6942* NAVD 88 ORTHO HEIGHT -    39.220 (meters)      128.67  (feet) ADJUSTED
 KV6942  ______________________________________________________________________
 KV6942  GEOID HEIGHT    -        -32.476 (meters)                     GEOID18
 KV6942  NAD 83(2011) X  -  1,308,889.840 (meters)                     COMP
 KV6942  NAD 83(2011) Y  - -4,694,857.251 (meters)                     COMP
 KV6942  NAD 83(2011) Z  -  4,100,308.836 (meters)                     COMP
 KV6942  LAPLACE CORR    -          3.80  (seconds)                    DEFLEC18
 KV6942  DYNAMIC HEIGHT  -         39.204 (meters)      128.62  (feet) COMP
 KV6942  MODELED GRAVITY -    980,210.0   (mgal)                       NAVD 88
 KV6942
 KV6942  VERT ORDER      -  FIRST     CLASS II
 KV6942
 KV6942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6942  Standards:
 KV6942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6942  -------------------------------------------------------------------
 KV6942  NETWORK    0.67   0.86           0.24   0.30   0.44      0.17009401
 KV6942  -------------------------------------------------------------------
 KV6942  Click here for local accuracies and other accuracy information.
 KV6942
 KV6942.The horizontal coordinates were established by GPS observations
 KV6942.and adjusted by the National Geodetic Survey in June 2012.
 KV6942
 KV6942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6942.been affixed to the stable North American tectonic plate. See 
 KV6942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6942
 KV6942.The horizontal coordinates are valid at the epoch date displayed above
 KV6942.which is a decimal equivalence of Year/Month/Day.
 KV6942
 KV6942.The orthometric height was determined by differential leveling and
 KV6942.adjusted by the NATIONAL GEODETIC SURVEY
 KV6942.in April 2015.
 KV6942
 KV6942.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6942.GEOID18 height accuracy estimate available here.
 KV6942
 KV6942.Click photographs - Photos may exist for this station.
 KV6942
 KV6942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6942
 KV6942.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6942
 KV6942.The ellipsoidal height was determined by GPS observations
 KV6942.and is referenced to NAD 83.
 KV6942
 KV6942.The dynamic height is computed by dividing the NAVD 88
 KV6942.geopotential number by the normal gravity value computed on the
 KV6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6942.degrees latitude (g = 980.6199 gals.).
 KV6942
 KV6942.The modeled gravity was interpolated from observed gravity values.
 KV6942
 KV6942. The following values were computed from the NAD 83(2011) position.
 KV6942
 KV6942;                    North         East     Units Scale Factor Converg.
 KV6942;SPC NJ       -   158,705.970   156,639.413   MT  0.99990054   +0 03 01.6
 KV6942;SPC NJ       -   520,687.84    513,907.81   sFT  0.99990054   +0 03 01.6
 KV6942;UTM  18      - 4,457,097.355   549,153.282   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4915357097(NAD 83)
 KV6942
 KV6942                          SUPERSEDED SURVEY CONTROL
 KV6942
 KV6942  NAD 83(2007)-  40 15 46.43678(N)    074 25 18.99018(W) AD(2002.00) 0
 KV6942  ELLIP H (02/10/07)    6.757  (m)                       GP(2002.00)    
 KV6942  ELLIP H (10/23/02)    6.767  (m)                       GP(       ) 4 1
 KV6942  NAD 83(1996)-  40 15 46.43690(N)    074 25 18.99047(W) AD(       ) 1
 KV6942  ELLIP H (05/14/99)    6.766  (m)                       GP(       ) 4 1
 KV6942  NAD 83(1986)-  40 15 46.43723(N)    074 25 18.99242(W) AD(       ) 1
 KV6942  NAVD 88 (01/21/94)   39.3    (m)  GEOID93  model used  GPS OBS        
 KV6942
 KV6942.Superseded values are not recommended for survey control.
 KV6942
 KV6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6942.See file dsdata.pdf to determine how the superseded data were derived.
 KV6942
 KV6942_MARKER: DD = SURVEY DISK
 KV6942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6942_STAMPING: 13 A 3 1991
 KV6942_MARK LOGO: NJGS
 KV6942_PROJECTION: FLUSH
 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 - March 12, 2014
 KV6942
 KV6942  HISTORY     - Date     Condition        Report By
 KV6942  HISTORY     - 1991     MONUMENTED       NJGS
 KV6942  HISTORY     - 19920123 GOOD
 KV6942  HISTORY     - 20011101 GOOD             GRAGEL
 KV6942  HISTORY     - 20080831 GOOD             GEOCAC
 KV6942  HISTORY     - 20140312 GOOD             NJGS
 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.
 KV6942
 KV6942                          STATION RECOVERY (2008)
 KV6942
 KV6942'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV6942'RECOVERED IN GOOD CONDITION.
 KV6942
 KV6942                          STATION RECOVERY (2014)
 KV6942
 KV6942'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6942'RECOVERED IN GOOD CONDITION.
 KV6942'
 KV6942'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF
 KV6942'JAMESBURG, 5.4 MI (8.7 KM) EAST OF HIGHTSTOWN AND 4.0 MI (6.4 KM)
 KV6942'NORTHEAST OF ROOSEVELT, IN MILLSTONE TOWNSHIP, 1 FT (0.3 M) SOUTH OF A
 KV6942'WITNESS POST.
 KV6942'
 KV6942'NOTE-THE REFERENCED BUILDING IS NO LONGER THE LAND TECHNICAL SURVEYING
 KV6942'COMPANY OFFICE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6954 ***********************************************************************
 KV6954  DESIGNATION -  13 A 4
 KV6954  PID         -  KV6954
 KV6954  STATE/COUNTY-  NJ/MONMOUTH
 KV6954  COUNTRY     -  US
 KV6954  USGS QUAD   -  ADELPHIA (2019)
 KV6954
 KV6954                         *CURRENT SURVEY CONTROL
 KV6954  ______________________________________________________________________
 KV6954* NAD 83(2011) POSITION- 40 13 15.32376(N) 074 16 59.80233(W)   ADJUSTED
 KV6954* NAD 83(2011) ELLIP HT-     0.492 (meters)        (06/27/12)   ADJUSTED
 KV6954* NAD 83(2011) EPOCH   -  2010.00
 KV6954* NAVD 88 ORTHO HEIGHT -    32.9   (meters)      108.    (feet) GPS OBS
 KV6954  ______________________________________________________________________
 KV6954  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6954  GEOID HEIGHT    -        -32.690 (meters)                     GEOID93
 KV6954  GEOID HEIGHT    -        -32.383 (meters)                     GEOID18
 KV6954  NAD 83(2011) X  -  1,321,062.498 (meters)                     COMP
 KV6954  NAD 83(2011) Y  - -4,694,569.707 (meters)                     COMP
 KV6954  NAD 83(2011) Z  -  4,096,746.976 (meters)                     COMP
 KV6954  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 KV6954
 KV6954  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6954  Standards:
 KV6954         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6954            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6954  -------------------------------------------------------------------
 KV6954  NETWORK    0.31   0.45           0.12   0.13   0.23     -0.06132259
 KV6954  -------------------------------------------------------------------
 KV6954  Click here for local accuracies and other accuracy information.
 KV6954
 KV6954.The horizontal coordinates were established by GPS observations
 KV6954.and adjusted by the National Geodetic Survey in June 2012.
 KV6954
 KV6954.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6954.been affixed to the stable North American tectonic plate. See 
 KV6954.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6954
 KV6954.The horizontal coordinates are valid at the epoch date displayed above
 KV6954.which is a decimal equivalence of Year/Month/Day.
 KV6954
 KV6954.The orthometric height was determined by GPS observations and a
 KV6954.high-resolution geoid model.
 KV6954
 KV6954.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6954.GEOID18 height accuracy estimate available here.
 KV6954
 KV6954.Click photographs - Photos may exist for this station.
 KV6954
 KV6954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6954
 KV6954.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6954
 KV6954.The ellipsoidal height was determined by GPS observations
 KV6954.and is referenced to NAD 83.
 KV6954
 KV6954. The following values were computed from the NAD 83(2011) position.
 KV6954
 KV6954;                    North         East     Units Scale Factor Converg.
 KV6954;SPC NJ       -   154,065.084   168,445.075   MT  0.99990419   +0 08 23.8
 KV6954;SPC NJ       -   505,461.86    552,640.22   sFT  0.99990419   +0 08 23.8
 KV6954;UTM  18      - 4,452,524.310   560,981.788   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6098152524(NAD 83)
 KV6954
 KV6954                          SUPERSEDED SURVEY CONTROL
 KV6954
 KV6954  NAD 83(2007)-  40 13 15.32423(N)    074 16 59.80282(W) AD(2002.00) 0
 KV6954  ELLIP H (02/10/07)    0.499  (m)                       GP(2002.00)    
 KV6954  ELLIP H (10/23/02)    0.508  (m)                       GP(       ) 4 1
 KV6954  NAD 83(1996)-  40 13 15.32411(N)    074 16 59.80325(W) AD(       ) 1
 KV6954  ELLIP H (05/14/99)    0.505  (m)                       GP(       ) 4 1
 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
 KV6954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6954.See file dsdata.pdf to determine how the superseded data were derived.
 KV6954
 KV6954_MARKER: DD = SURVEY DISK
 KV6954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6954_STAMPING: 13 A 4 1991
 KV6954_MARK LOGO: NJGS
 KV6954_PROJECTION: RECESSED 3 CENTIMETERS
 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 - December 01, 2020
 KV6954
 KV6954  HISTORY     - Date     Condition        Report By
 KV6954  HISTORY     - 1991     MONUMENTED       NJGS
 KV6954  HISTORY     - 19921030 GOOD
 KV6954  HISTORY     - 20201201 GOOD             NJGS
 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.
 KV6954
 KV6954                          STATION RECOVERY (2020)
 KV6954
 KV6954'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6955 ***********************************************************************
 KV6955  DESIGNATION -  13 A 5
 KV6955  PID         -  KV6955
 KV6955  STATE/COUNTY-  NJ/MONMOUTH
 KV6955  COUNTRY     -  US
 KV6955  USGS QUAD   -  MARLBORO (2016)
 KV6955
 KV6955                         *CURRENT SURVEY CONTROL
 KV6955  ______________________________________________________________________
 KV6955* NAD 83(2011) POSITION- 40 16 29.98574(N) 074 10 06.80805(W)   ADJUSTED
 KV6955* NAD 83(2011) ELLIP HT-     4.028 (meters)        (06/27/12)   ADJUSTED
 KV6955* NAD 83(2011) EPOCH   -  2010.00
 KV6955* NAVD 88 ORTHO HEIGHT -    36.450 (meters)      119.59  (feet) ADJUSTED
 KV6955  ______________________________________________________________________
 KV6955  GEOID HEIGHT    -        -32.427 (meters)                     GEOID18
 KV6955  NAD 83(2011) X  -  1,329,401.990 (meters)                     COMP
 KV6955  NAD 83(2011) Y  - -4,688,185.641 (meters)                     COMP
 KV6955  NAD 83(2011) Z  -  4,101,332.007 (meters)                     COMP
 KV6955  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 KV6955  DYNAMIC HEIGHT  -         36.435 (meters)      119.54  (feet) COMP
 KV6955  MODELED GRAVITY -    980,209.7   (mgal)                       NAVD 88
 KV6955
 KV6955  VERT ORDER      -  FIRST     CLASS II
 KV6955
 KV6955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6955  Standards:
 KV6955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6955  -------------------------------------------------------------------
 KV6955  NETWORK    0.39   0.55           0.16   0.16   0.28      0.07296968
 KV6955  -------------------------------------------------------------------
 KV6955  Click here for local accuracies and other accuracy information.
 KV6955
 KV6955.The horizontal coordinates were established by GPS observations
 KV6955.and adjusted by the National Geodetic Survey in June 2012.
 KV6955
 KV6955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6955.been affixed to the stable North American tectonic plate. See 
 KV6955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6955
 KV6955.The horizontal coordinates are valid at the epoch date displayed above
 KV6955.which is a decimal equivalence of Year/Month/Day.
 KV6955
 KV6955.The orthometric height was determined by differential leveling and
 KV6955.adjusted by the NATIONAL GEODETIC SURVEY
 KV6955.in February 2016.
 KV6955
 KV6955.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6955.GEOID18 height accuracy estimate available here.
 KV6955
 KV6955.Click photographs - Photos may exist for this station.
 KV6955
 KV6955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6955
 KV6955.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6955
 KV6955.The ellipsoidal height was determined by GPS observations
 KV6955.and is referenced to NAD 83.
 KV6955
 KV6955.The dynamic height is computed by dividing the NAVD 88
 KV6955.geopotential number by the normal gravity value computed on the
 KV6955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6955.degrees latitude (g = 980.6199 gals.).
 KV6955
 KV6955.The modeled gravity was interpolated from observed gravity values.
 KV6955
 KV6955. The following values were computed from the NAD 83(2011) position.
 KV6955
 KV6955;                    North         East     Units Scale Factor Converg.
 KV6955;SPC NJ       -   160,098.869   178,186.472   MT  0.99990978   +0 12 51.4
 KV6955;SPC NJ       -   525,257.71    584,600.12   sFT  0.99990978   +0 12 51.4
 KV6955;UTM  18      - 4,458,611.384   570,686.550   MT  0.99966151   +0 32 15.0
 KV6955
 KV6955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6955!SPC NJ       -   0.99999937  x   0.99990978  =   0.99990915
 KV6955!UTM  18      -   0.99999937  x   0.99966151  =   0.99966088
 KV6955
 KV6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7068658611(NAD 83)
 KV6955
 KV6955                          SUPERSEDED SURVEY CONTROL
 KV6955
 KV6955  NAD 83(2007)-  40 16 29.98614(N)    074 10 06.80852(W) AD(2002.00) 0
 KV6955  ELLIP H (02/10/07)    4.037  (m)                       GP(2002.00)    
 KV6955  ELLIP H (10/23/02)    4.049  (m)                       GP(       ) 4 1
 KV6955  NAD 83(1996)-  40 16 29.98605(N)    074 10 06.80867(W) AD(       ) 1
 KV6955  ELLIP H (05/14/99)    4.036  (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)    4.005  (m)                       GP(       ) 3 1
 KV6955  NAD 83(1986)-  40 16 29.98688(N)    074 10 06.81118(W) AD(       ) 1
 KV6955  NAVD 88 (02/25/94)   36.5    (m)  GEOID93  model used  GPS OBS        
 KV6955
 KV6955.Superseded values are not recommended for survey control.
 KV6955
 KV6955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6955.See file dsdata.pdf to determine how the superseded data were derived.
 KV6955
 KV6955_MARKER: DD = SURVEY DISK
 KV6955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6955_STAMPING: 13 A 5 1992
 KV6955_MARK LOGO: NJGS
 KV6955_PROJECTION: RECESSED 5 CENTIMETERS
 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 - March 19, 2024
 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  HISTORY     - 20141119 GOOD             NJGS
 KV6955  HISTORY     - 20240319 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.
 KV6955
 KV6955                          STATION RECOVERY (2014)
 KV6955
 KV6955'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6955'RECOVERED IN GOOD CONDITION.
 KV6955'
 KV6955'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF
 KV6955'FREEHOLD, 5.4 MI (8.7 KM) NORTH OF FARMINGDALE AND 5.0 MI (8.0 KM)
 KV6955'SOUTHEAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 KV6955
 KV6955                          STATION RECOVERY (2024)
 KV6955
 KV6955'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 KV6955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9896 ***********************************************************************
 DG9896  DESIGNATION -  13 A 6
 DG9896  PID         -  DG9896
 DG9896  STATE/COUNTY-  NJ/MONMOUTH
 DG9896  COUNTRY     -  US
 DG9896  USGS QUAD   -  SANDY HOOK EAST (2019)
 DG9896
 DG9896                         *CURRENT SURVEY CONTROL
 DG9896  ______________________________________________________________________
 DG9896* NAD 83(1986) POSITION- 40 25 48.     (N) 073 59 13.     (W)   SCALED
 DG9896* NAVD 88 ORTHO HEIGHT -     2.079 (meters)        6.82  (feet) ADJUSTED
 DG9896  ______________________________________________________________________
 DG9896  GEOID HEIGHT    -        -32.533 (meters)                     GEOID18
 DG9896  DYNAMIC HEIGHT  -          2.079 (meters)        6.82  (feet) COMP
 DG9896  MODELED GRAVITY -    980,194.3   (mgal)                       NAVD 88
 DG9896
 DG9896  VERT ORDER      -  FIRST     CLASS II
 DG9896
 DG9896.The horizontal coordinates were scaled from a map and have
 DG9896.an estimated accuracy of +/- 6 seconds.
 DG9896
 DG9896.The orthometric height was determined by differential leveling and
 DG9896.adjusted by the NATIONAL GEODETIC SURVEY
 DG9896.in May 2006.
 DG9896
 DG9896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9896.GEOID18 height accuracy estimate available here.
 DG9896
 DG9896.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859759(NAD 83)
 DG9896
 DG9896                          SUPERSEDED SURVEY CONTROL
 DG9896
 DG9896.No superseded survey control is available for this station.
 DG9896
 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 = JULY 24, 2026 22:12:30 EDT
 DM6978 ***********************************************************************
 DM6978  DESIGNATION -  13 A 7
 DM6978  PID         -  DM6978
 DM6978  STATE/COUNTY-  NJ/MONMOUTH
 DM6978  COUNTRY     -  US
 DM6978  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6978
 DM6978                         *CURRENT SURVEY CONTROL
 DM6978  ______________________________________________________________________
 DM6978* NAD 83(1986) POSITION- 40 18 20.     (N) 073 58 58.     (W)   SCALED
 DM6978* NAVD 88 ORTHO HEIGHT -     2.066 (meters)        6.78  (feet) ADJUSTED
 DM6978  ______________________________________________________________________
 DM6978  GEOID HEIGHT    -        -32.728 (meters)                     GEOID18
 DM6978  DYNAMIC HEIGHT  -          2.065 (meters)        6.77  (feet) COMP
 DM6978  MODELED GRAVITY -    980,176.0   (mgal)                       NAVD 88
 DM6978
 DM6978  VERT ORDER      -  FIRST     CLASS II
 DM6978
 DM6978.The horizontal coordinates were scaled from a map and have
 DM6978.an estimated accuracy of +/- 6 seconds.
 DM6978
 DM6978.The orthometric height was determined by differential leveling and
 DM6978.adjusted by the NATIONAL GEODETIC SURVEY
 DM6978.in May 2011.
 DM6978
 DM6978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6978.GEOID18 height accuracy estimate available here.
 DM6978
 DM6978.Click photographs - Photos may exist for this station.
 DM6978
 DM6978.The dynamic height is computed by dividing the NAVD 88
 DM6978.geopotential number by the normal gravity value computed on the
 DM6978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6978.degrees latitude (g = 980.6199 gals.).
 DM6978
 DM6978.The modeled gravity was interpolated from observed gravity values.
 DM6978
 DM6978;                    North         East    Units  Estimated Accuracy
 DM6978;SPC NJ       -   163,570.      193,970.      MT  (+/- 180 meters Scaled)
 DM6978
 DM6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK864621(NAD 83)
 DM6978
 DM6978                          SUPERSEDED SURVEY CONTROL
 DM6978
 DM6978.No superseded survey control is available for this station.
 DM6978
 DM6978_MARKER: DD = SURVEY DISK
 DM6978_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6978_SP_SET: CULVERT HEADWALL
 DM6978_STAMPING: 13 A 7 2008
 DM6978_MARK LOGO: NJGS
 DM6978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6978+STABILITY: SURFACE MOTION
 DM6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6978+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2015
 DM6978
 DM6978  HISTORY     - Date     Condition        Report By
 DM6978  HISTORY     - 20080507 MONUMENTED       NJGS
 DM6978  HISTORY     - 20150817 GOOD             NJGS
 DM6978
 DM6978                          STATION DESCRIPTION
 DM6978
 DM6978'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6978'THE STATION IS LOCATED IN LONG BRANCH, SET IN A DRILL HOLE IN THE
 DM6978'SOUTHWEST END OF A CONCRETE CULVERT OVER TROUTMANS CREEK ON THE NORTH
 DM6978'SIDE OF NORTH BROADWAY, ACROSS FROM A TRIANGULAR SHAPED PARK.
 DM6978'
 DM6978'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6978'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 0.6 MI (1.0 KM) SOUTH ON
 DM6978'OCEAN BOULEVARD TO THE JUNCTION WITH SOUTH BROADWAY.  TURN RIGHT AND
 DM6978'GO 0.05 MI (0.1 KM) WEST TO THE JUNCTION WITH LONG BRANCH AVENUE.
 DM6978'TURN RIGHT AND GO BOUT 175 FT (53.3 M) TO THE JUNCTION WITH NORTH
 DM6978'BROADWAY.  TURN LEFT AND GO ABOUT 150 FT (45.7 M) TO THE STATION ON
 DM6978'THE RIGHT.
 DM6978'
 DM6978'THE STATION IS 29.4 FT (9.0 M) WEST OF POLE NUMBER JC1399LB, 46.0 FT
 DM6978'(14.0 M) EAST-NORTHEAST OF POLE NUMBER JC1398LB, 7.0 N OF THE CURBLINE
 DM6978'OF NORTH BROADWAY, 175.0 FT (53.3 M) EAST OF THE CENTERLINE OF NORTH
 DM6978'SECOND STREET, 153.0 FT (46.6 M) WEST OF THE CENTERLINE OF LONG BRANCH
 DM6978'AVENUE.
 DM6978
 DM6978                          STATION RECOVERY (2015)
 DM6978
 DM6978'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 DM6978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7197 ***********************************************************************
 DM7197  DESIGNATION -  13 A 8
 DM7197  PID         -  DM7197
 DM7197  STATE/COUNTY-  NJ/MONMOUTH
 DM7197  COUNTRY     -  US
 DM7197  USGS QUAD   -  ASBURY PARK (2019)
 DM7197
 DM7197                         *CURRENT SURVEY CONTROL
 DM7197  ______________________________________________________________________
 DM7197* NAD 83(1986) POSITION- 40 10 57.82   (N) 074 01 36.61   (W)   HD_HELD1
 DM7197* NAVD 88 ORTHO HEIGHT -     4.050 (meters)       13.29  (feet) ADJUSTED
 DM7197  ______________________________________________________________________
 DM7197  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 DM7197  DYNAMIC HEIGHT  -          4.048 (meters)       13.28  (feet) COMP
 DM7197  MODELED GRAVITY -    980,166.8   (mgal)                       NAVD 88
 DM7197
 DM7197  VERT ORDER      -  FIRST     CLASS II
 DM7197
 DM7197.The horizontal coordinates were determined by differentially corrected
 DM7197.hand held GPS observations or other comparable positioning techniques
 DM7197.and have an estimated accuracy of +/- 3 meters.
 DM7197
 DM7197.The orthometric height was determined by differential leveling and
 DM7197.adjusted by the NATIONAL GEODETIC SURVEY
 DM7197.in September 2015.
 DM7197
 DM7197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7197.GEOID18 height accuracy estimate available here.
 DM7197
 DM7197.Click photographs - Photos may exist for this station.
 DM7197
 DM7197.The dynamic height is computed by dividing the NAVD 88
 DM7197.geopotential number by the normal gravity value computed on the
 DM7197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7197.degrees latitude (g = 980.6199 gals.).
 DM7197
 DM7197.The modeled gravity was interpolated from observed gravity values.
 DM7197
 DM7197;                    North         East    Units  Estimated Accuracy
 DM7197;SPC NJ       -   149,909.2     190,293.4     MT  (+/- 3 meters HH1 GPS) 
 DM7197
 DM7197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8284748492(NAD 83)
 DM7197
 DM7197                          SUPERSEDED SURVEY CONTROL
 DM7197
 DM7197  NAVD 88 (05/25/11)    4.052  (m)           13.29   (f) SUPERSEDED  1 2
 DM7197
 DM7197.Superseded values are not recommended for survey control.
 DM7197
 DM7197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7197.See file dsdata.pdf to determine how the superseded data were derived.
 DM7197
 DM7197_MARKER: DD = SURVEY DISK
 DM7197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7197_STAMPING: 13 A 8 2008
 DM7197_MARK LOGO: NJDT
 DM7197_PROJECTION: FLUSH
 DM7197_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7197+STABILITY: SURFACE MOTION
 DM7197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7197+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2013
 DM7197
 DM7197  HISTORY     - Date     Condition        Report By
 DM7197  HISTORY     - UNK      MONUMENTED       NJDT
 DM7197  HISTORY     - 20080725 GOOD             NJGS
 DM7197  HISTORY     - 20130103 GOOD             NJGS
 DM7197
 DM7197                          STATION DESCRIPTION
 DM7197
 DM7197'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7197'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR, AT THE NORTHEAST END
 DM7197'OF A WORLD WAR ONE VETERANS MEMORIAL PARK, BETWEEN SEVENTH AVENUE TO
 DM7197'THE NORTH, THE MAIN STREET (NJ ROUTE 35 BRIDGE SPANNING THE SHARK
 DM7197'RIVER TO THE WEST AND WEST RAILROAD AVENUE TO THE EAST.  THE STATION
 DM7197'IS ALSO BETWEEN THE WESTERLY AND CENTRAL OF THREE SIDEWALKS.
 DM7197'
 DM7197'THE STATION IS 29.8 FT (9.1 M) WEST OF THE WEST CURB OF WEST RAILROAD
 DM7197'AVENUE, 47.3 FT (14.4 M) SOUTH-SOUTHWEST OF THE SOUTH CURB OF SEVENTH
 DM7197'AVENUE, 3.6 FT (1.1 M) SOUTHEAST OF THE EAST EDGE OF THE WESTERLY
 DM7197'SIDEWALK, 6.7 FT (2.0 M) WEST OF THE WEST EDGE OF THE CENTRAL
 DM7197'SIDEWALK, 58.1 FT (17.7 M) NORTHEAST OF THE GRANITE SUPPORT COLUMN FOR
 DM7197'AN ARTILLERY GUN IN THE PARK.
 DM7197
 DM7197                          STATION RECOVERY (2013)
 DM7197
 DM7197'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DM7197'RECOVERED IN GOOD CONDITION.
 DM7197'
 DM7197'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHEAST
 DM7197'OF POINT PLEASANT, 6.4 MI (10.3 KM) NORTH OF POINT PLEASANT BEACH AND
 DM7197'2.7 MI (4.3 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7988 ***********************************************************************
 DP7988  DESIGNATION -  13 A 9
 DP7988  PID         -  DP7988
 DP7988  STATE/COUNTY-  NJ/MONMOUTH
 DP7988  COUNTRY     -  US
 DP7988  USGS QUAD   -  ASBURY PARK (2019)
 DP7988
 DP7988                         *CURRENT SURVEY CONTROL
 DP7988  ______________________________________________________________________
 DP7988* NAD 83(1986) POSITION- 40 08 35.41   (N) 074 02 03.61   (W)   HD_HELD1
 DP7988* NAVD 88 ORTHO HEIGHT -     2.540 (meters)        8.33  (feet) ADJUSTED
 DP7988  ______________________________________________________________________
 DP7988  GEOID HEIGHT    -        -32.962 (meters)                     GEOID18
 DP7988  DYNAMIC HEIGHT  -          2.539 (meters)        8.33  (feet) COMP
 DP7988  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 DP7988
 DP7988  VERT ORDER      -  FIRST     CLASS II
 DP7988
 DP7988.The horizontal coordinates were determined by differentially corrected
 DP7988.hand held GPS observations or other comparable positioning techniques
 DP7988.and have an estimated accuracy of +/- 3 meters.
 DP7988
 DP7988.The orthometric height was determined by differential leveling and
 DP7988.adjusted by the NATIONAL GEODETIC SURVEY
 DP7988.in September 2015.
 DP7988
 DP7988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7988.GEOID18 height accuracy estimate available here.
 DP7988
 DP7988.Click photographs - Photos may exist for this station.
 DP7988
 DP7988.The dynamic height is computed by dividing the NAVD 88
 DP7988.geopotential number by the normal gravity value computed on the
 DP7988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7988.degrees latitude (g = 980.6199 gals.).
 DP7988
 DP7988.The modeled gravity was interpolated from observed gravity values.
 DP7988
 DP7988;                    North         East    Units  Estimated Accuracy
 DP7988;SPC NJ       -   145,513.7     189,677.8     MT  (+/- 3 meters HH1 GPS) 
 DP7988
 DP7988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8225744094(NAD 83)
 DP7988
 DP7988                          SUPERSEDED SURVEY CONTROL
 DP7988
 DP7988.No superseded survey control is available for this station.
 DP7988
 DP7988_MARKER: DD = SURVEY DISK
 DP7988_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7988_SP_SET: BRIDGE ABUTMENT
 DP7988_STAMPING: 13 A 9 2012
 DP7988_MARK LOGO: NJGS
 DP7988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7988+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2018
 DP7988
 DP7988  HISTORY     - Date     Condition        Report By
 DP7988  HISTORY     - 20120618 MONUMENTED       NJGS
 DP7988  HISTORY     - 20180626 GOOD             NJGS
 DP7988
 DP7988                          STATION DESCRIPTION
 DP7988
 DP7988'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7988'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF ASBURY
 DP7988'PARK, 4.5 MI (7.2 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 3.7 MI
 DP7988'(6.0 KM) NORTH-NORTHEAST OF POINT PLEASANT BEACH.
 DP7988'
 DP7988'THE STATION IS LOCATED IN THE BOROUGH OF SPRING LAKE ON THE NORTH SIDE
 DP7988'OF OCEAN ROAD.
 DP7988'
 DP7988'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 71 AND
 DP7988'OCEAN ROAD IN THE BOROUGH OF SPRING LAKE HEIGHTS, GO EAST-SOUTHEAST ON
 DP7988'OCEAN ROAD FOR 0.40 MI (0.6 KM) TO THE BRIDGE CARRYING OCEAN ROAD OVER
 DP7988'THE NORTH BRANCH OF WRECK POND AND THE STATION ON THE LEFT, SET FLUSH
 DP7988'IN A DRILL HOLE IN THE TOP OF THE NORTHWEST ABUTMENT THAT IS LEVEL
 DP7988'WITH THE BRIDGE SIDEWALK.
 DP7988'
 DP7988'THE STATION IS 3.9 FT (1.2 M) NORTH FROM THE NORTH CURB OF OCEAN ROAD,
 DP7988'15.5 FT (4.7 M) NORTH FROM THE CENTERLINE OF OCEAN ROAD, 50.5 FT (15.4
 DP7988'M) EAST-NORTHEAST FROM THE EXTENDED CENTERLINE OF SHORE ROAD AND 38.0
 DP7988'FT (11.6 M) NORTHEAST AND ACROSS THE ROAD FROM WOOD UTILITY POLE
 DP7988'NUMBER 40067.
 DP7988
 DP7988                          STATION RECOVERY (2018)
 DP7988
 DP7988'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP7988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6220 ***********************************************************************
 KV6220  DESIGNATION -  13 B 1
 KV6220  PID         -  KV6220
 KV6220  STATE/COUNTY-  NJ/MONMOUTH
 KV6220  COUNTRY     -  US
 KV6220  USGS QUAD   -  KEYPORT (2016)
 KV6220
 KV6220                         *CURRENT SURVEY CONTROL
 KV6220  ______________________________________________________________________
 KV6220* NAD 83(2011) POSITION- 40 24 29.04487(N) 074 07 49.79507(W)   ADJUSTED
 KV6220* NAD 83(2011) ELLIP HT-   -13.973 (meters)        (06/27/12)   ADJUSTED
 KV6220* NAD 83(2011) EPOCH   -  2010.00
 KV6220* NAVD 88 ORTHO HEIGHT -    18.4   (meters)       60.    (feet) GPS OBS
 KV6220  ______________________________________________________________________
 KV6220  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6220  GEOID HEIGHT    -        -32.640 (meters)                     GEOID93
 KV6220  GEOID HEIGHT    -        -32.363 (meters)                     GEOID18
 KV6220  NAD 83(2011) X  -  1,329,896.468 (meters)                     COMP
 KV6220  NAD 83(2011) Y  - -4,678,087.482 (meters)                     COMP
 KV6220  NAD 83(2011) Z  -  4,112,582.960 (meters)                     COMP
 KV6220  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 KV6220
 KV6220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6220  Standards:
 KV6220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6220  -------------------------------------------------------------------
 KV6220  NETWORK    0.42   0.63           0.18   0.16   0.32     -0.00916238
 KV6220  -------------------------------------------------------------------
 KV6220  Click here for local accuracies and other accuracy information.
 KV6220
 KV6220.The horizontal coordinates were established by GPS observations
 KV6220.and adjusted by the National Geodetic Survey in June 2012.
 KV6220
 KV6220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6220.been affixed to the stable North American tectonic plate. See 
 KV6220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6220
 KV6220.The horizontal coordinates are valid at the epoch date displayed above
 KV6220.which is a decimal equivalence of Year/Month/Day.
 KV6220
 KV6220.The orthometric height was determined by GPS observations and a
 KV6220.high-resolution geoid model.
 KV6220
 KV6220.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6220.GEOID18 height accuracy estimate available here.
 KV6220
 KV6220.Click photographs - Photos may exist for this station.
 KV6220
 KV6220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6220
 KV6220.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6220
 KV6220.The ellipsoidal height was determined by GPS observations
 KV6220.and is referenced to NAD 83.
 KV6220
 KV6220. The following values were computed from the NAD 83(2011) position.
 KV6220
 KV6220;                    North         East     Units Scale Factor Converg.
 KV6220;SPC NJ       -   174,886.714   181,361.419   MT  0.99991210   +0 14 22.3
 KV6220;SPC NJ       -   573,774.16    595,016.59   sFT  0.99991210   +0 14 22.3
 KV6220;UTM  18      - 4,473,413.276   573,777.140   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7377773413(NAD 83)
 KV6220
 KV6220                          SUPERSEDED SURVEY CONTROL
 KV6220
 KV6220  NAD 83(2007)-  40 24 29.04527(N)    074 07 49.79557(W) AD(2002.00) 0
 KV6220  ELLIP H (02/10/07)  -13.959  (m)                       GP(2002.00)    
 KV6220  ELLIP H (10/23/02)  -13.947  (m)                       GP(       ) 4 1
 KV6220  NAD 83(1996)-  40 24 29.04535(N)    074 07 49.79581(W) AD(       ) 1
 KV6220  ELLIP H (05/14/99)  -13.955  (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)  -14.022  (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)  RAPSU86  model used  GPS OBS        
 KV6220
 KV6220.Superseded values are not recommended for survey control.
 KV6220
 KV6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6220.See file dsdata.pdf to determine how the superseded data were derived.
 KV6220
 KV6220_MARKER: DD = SURVEY DISK
 KV6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6220_STAMPING: 13 B 1 1988
 KV6220_MARK LOGO: NJGS
 KV6220_PROJECTION: RECESSED 2 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 DP7899 ***********************************************************************
 DP7899  DESIGNATION -  13 B 10
 DP7899  PID         -  DP7899
 DP7899  STATE/COUNTY-  NJ/MONMOUTH
 DP7899  COUNTRY     -  US
 DP7899  USGS QUAD   -  POINT PLEASANT (2019)
 DP7899
 DP7899                         *CURRENT SURVEY CONTROL
 DP7899  ______________________________________________________________________
 DP7899* NAD 83(1986) POSITION- 40 06 36.46   (N) 074 02 00.99   (W)   HD_HELD1
 DP7899* NAVD 88 ORTHO HEIGHT -     4.014 (meters)       13.17  (feet) ADJUSTED
 DP7899  ______________________________________________________________________
 DP7899  GEOID HEIGHT    -        -33.011 (meters)                     GEOID18
 DP7899  DYNAMIC HEIGHT  -          4.012 (meters)       13.16  (feet) COMP
 DP7899  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 DP7899
 DP7899  VERT ORDER      -  FIRST     CLASS II
 DP7899
 DP7899.The horizontal coordinates were determined by differentially corrected
 DP7899.hand held GPS observations or other comparable positioning techniques
 DP7899.and have an estimated accuracy of +/- 3 meters.
 DP7899
 DP7899.The orthometric height was determined by differential leveling and
 DP7899.adjusted by the NATIONAL GEODETIC SURVEY
 DP7899.in September 2015.
 DP7899
 DP7899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7899.GEOID18 height accuracy estimate available here.
 DP7899
 DP7899.Click photographs - Photos may exist for this station.
 DP7899
 DP7899.The dynamic height is computed by dividing the NAVD 88
 DP7899.geopotential number by the normal gravity value computed on the
 DP7899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7899.degrees latitude (g = 980.6199 gals.).
 DP7899
 DP7899.The modeled gravity was interpolated from observed gravity values.
 DP7899
 DP7899;                    North         East    Units  Estimated Accuracy
 DP7899;SPC NJ       -   141,845.6     189,759.0     MT  (+/- 3 meters HH1 GPS) 
 DP7899
 DP7899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8235840427(NAD 83)
 DP7899
 DP7899                          SUPERSEDED SURVEY CONTROL
 DP7899
 DP7899.No superseded survey control is available for this station.
 DP7899
 DP7899_MARKER: DD = SURVEY DISK
 DP7899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP7899_SP_SET: RETAINING WALL
 DP7899_STAMPING: 13 B 10 2013
 DP7899_MARK LOGO: NJGS
 DP7899_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7899+STABILITY: SURFACE MOTION
 DP7899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7899+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DP7899
 DP7899  HISTORY     - Date     Condition        Report By
 DP7899  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7899
 DP7899                          STATION DESCRIPTION
 DP7899
 DP7899'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7899'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7899'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7899'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7899'
 DP7899'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE WEST
 DP7899'RETAINING WALL FOR THE OCEAN WALKWAY AT THE SOUTHEAST END OF BRIELLE
 DP7899'ROAD.
 DP7899'
 DP7899'THE STATION IS 195 FT (59.4 M) SOUTHEAST OF THE CENTERLINE OF FIRST
 DP7899'AVENUE, 20 FT (6.1 M) NORTHEAST OF THE CENTERLINE OF BRIELLE ROAD,
 DP7899'13.7 FT (4.2 M) SOUTHEAST OF A UTILITY POLE, 8.7 FT (2.7 M) NORTHWEST
 DP7899'OF THE CENTERLINE OF THE OCEAN WALKWAY, 1.0 FT (0.3 M) SOUTHWEST OF
 DP7899'THE NORTHEAST END OF THE WALL.  THE STATION IS LEVEL WITH THE WALKWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5820 ***********************************************************************
 DP5820  DESIGNATION -  13 B 11
 DP5820  PID         -  DP5820
 DP5820  STATE/COUNTY-  NJ/MONMOUTH
 DP5820  COUNTRY     -  US
 DP5820  USGS QUAD   -  JAMESBURG (2019)
 DP5820
 DP5820                         *CURRENT SURVEY CONTROL
 DP5820  ______________________________________________________________________
 DP5820* NAD 83(1986) POSITION- 40 15 44.04   (N) 074 25 11.73   (W)   HD_HELD1
 DP5820* NAVD 88 ORTHO HEIGHT -    38.635 (meters)      126.76  (feet) ADJUSTED
 DP5820  ______________________________________________________________________
 DP5820  GEOID HEIGHT    -        -32.471 (meters)                     GEOID18
 DP5820  DYNAMIC HEIGHT  -         38.619 (meters)      126.70  (feet) COMP
 DP5820  MODELED GRAVITY -    980,210.2   (mgal)                       NAVD 88
 DP5820
 DP5820  VERT ORDER      -  FIRST     CLASS II
 DP5820
 DP5820.The horizontal coordinates were determined by differentially corrected
 DP5820.hand held GPS observations or other comparable positioning techniques
 DP5820.and have an estimated accuracy of +/- 3 meters.
 DP5820
 DP5820.The orthometric height was determined by differential leveling and
 DP5820.adjusted by the NATIONAL GEODETIC SURVEY
 DP5820.in April 2015.
 DP5820
 DP5820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5820.GEOID18 height accuracy estimate available here.
 DP5820
 DP5820.Click photographs - Photos may exist for this station.
 DP5820
 DP5820.The dynamic height is computed by dividing the NAVD 88
 DP5820.geopotential number by the normal gravity value computed on the
 DP5820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5820.degrees latitude (g = 980.6199 gals.).
 DP5820
 DP5820.The modeled gravity was interpolated from observed gravity values.
 DP5820
 DP5820;                    North         East    Units  Estimated Accuracy
 DP5820;SPC NJ       -   158,632.2     156,811.0     MT  (+/- 3 meters HH1 GPS) 
 DP5820
 DP5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4932557024(NAD 83)
 DP5820
 DP5820                          SUPERSEDED SURVEY CONTROL
 DP5820
 DP5820.No superseded survey control is available for this station.
 DP5820
 DP5820_MARKER: DD = SURVEY DISK
 DP5820_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5820_SP_SET: BRIDGE ABUTMENT
 DP5820_STAMPING: 13 B 11 2014
 DP5820_MARK LOGO: NJGS
 DP5820_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5820+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5820
 DP5820  HISTORY     - Date     Condition        Report By
 DP5820  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5820
 DP5820                          STATION DESCRIPTION
 DP5820
 DP5820'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5820'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF JAMESBURG, 5.5
 DP5820'MI (8.8 KM) EAST OF HIGHTSTOWN AND 4.1 MI (6.6 KM) NORTHEAST OF
 DP5820'ROOSEVELT, IN MILLSTONE TOWNSHIP.
 DP5820'
 DP5820'THE STATION IS SET IN NORTH CORNER OF THE EAST ABUTMENT, AT SIDEWALK
 DP5820'LEVEL FOR THE ROUTE 33 BRIDGE SPANNING THE MILLSTONE RIVER (STRUCTURE
 DP5820'NUMBER 1304 160 MI (257.4 KM) POST 19.81).
 DP5820'
 DP5820'THE STATION IS 134 FT (40.8 M) EAST OF THE CENTERLINE OF MILLSTONE
 DP5820'ROAD, 28 FT (8.5 M) EAST OF THE CENTER OF THE BRIDGE, 3.2 FT (1.0 M)
 DP5820'NORTH OF THE NORTH CURB OF WESTBOUND ROUTE 33, 9.2 FT (2.8 M) WEST OF
 DP5820'A SIGN (MILLSTONE RIVER), 3 FT (0.9 M) SOUTH OF THE SOUTH FACE OF THE
 DP5820'BALUSTRADE, 47 FT (14.3 M) WEST OF THE RANGE OF A BILLBOARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0863 ***********************************************************************
 DQ0863  DESIGNATION -  13 B 12
 DQ0863  PID         -  DQ0863
 DQ0863  STATE/COUNTY-  NJ/MONMOUTH
 DQ0863  COUNTRY     -  US
 DQ0863  USGS QUAD   -  MARLBORO (2016)
 DQ0863
 DQ0863                         *CURRENT SURVEY CONTROL
 DQ0863  ______________________________________________________________________
 DQ0863* NAD 83(1986) POSITION- 40 15 53.73   (N) 074 09 44.43   (W)   HD_HELD1
 DQ0863* NAVD 88 ORTHO HEIGHT -    34.806 (meters)      114.19  (feet) ADJUSTED
 DQ0863  ______________________________________________________________________
 DQ0863  GEOID HEIGHT    -        -32.452 (meters)                     GEOID18
 DQ0863  DYNAMIC HEIGHT  -         34.791 (meters)      114.14  (feet) COMP
 DQ0863  MODELED GRAVITY -    980,207.0   (mgal)                       NAVD 88
 DQ0863
 DQ0863  VERT ORDER      -  FIRST     CLASS II
 DQ0863
 DQ0863.The horizontal coordinates were determined by differentially corrected
 DQ0863.hand held GPS observations or other comparable positioning techniques
 DQ0863.and have an estimated accuracy of +/- 3 meters.
 DQ0863
 DQ0863.The orthometric height was determined by differential leveling and
 DQ0863.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0863.in February 2016.
 DQ0863
 DQ0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0863.GEOID18 height accuracy estimate available here.
 DQ0863
 DQ0863.Click photographs - Photos may exist for this station.
 DQ0863
 DQ0863.The dynamic height is computed by dividing the NAVD 88
 DQ0863.geopotential number by the normal gravity value computed on the
 DQ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0863.degrees latitude (g = 980.6199 gals.).
 DQ0863
 DQ0863.The modeled gravity was interpolated from observed gravity values.
 DQ0863
 DQ0863;                    North         East    Units  Estimated Accuracy
 DQ0863;SPC NJ       -   158,982.7     178,719.4     MT  (+/- 3 meters HH1 GPS) 
 DQ0863
 DQ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7122557498(NAD 83)
 DQ0863
 DQ0863                          SUPERSEDED SURVEY CONTROL
 DQ0863
 DQ0863.No superseded survey control is available for this station.
 DQ0863
 DQ0863_MARKER: DD = SURVEY DISK
 DQ0863_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ0863+WITH SETTING: PAVEMENT
 DQ0863_SP_SET: TRAFFIC SIGNAL BASE
 DQ0863_STAMPING: 13 B 12 2015
 DQ0863_MARK LOGO: NJGS
 DQ0863_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0863+STABILITY: SURFACE MOTION
 DQ0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0863+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0863
 DQ0863  HISTORY     - Date     Condition        Report By
 DQ0863  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0863  HISTORY     - 20211123 GOOD             NJGS
 DQ0863
 DQ0863                          STATION DESCRIPTION
 DQ0863
 DQ0863'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0863'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST OF FREEHOLD, 5.6 MI
 DQ0863'(9.0 KM) SOUTHEAST OF MARLBORO AND 4.7 MI (7.6 KM) NORTH OF
 DQ0863'FARMINGDALE, IN COLTS NECK TOWNSHIP.
 DQ0863'
 DQ0863'TO REACH FROM THE INTERSECTION OF TOE NEW JERSEY ROUTE 34 BRIDGE
 DQ0863'SPANNING NEW JERSEY ROUTE 18, GO 0.75 MI (1.2 KM) SOUTH-SOUTHEAST ON
 DQ0863'ROUTE 34 TO THE STATION ON THE LEFT.
 DQ0863'
 DQ0863'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 DQ0863'TRAFFIC SIGNAL BASE ON THE NORTHEAST CORNER OF THE JUNCTION OF ROUTE
 DQ0863'34 AND ESPERANCE ROAD, THE ENTRANCE TO THE EARLE AMMUNITION DEPOT
 DQ0863'COMPLEX.
 DQ0863'
 DQ0863'THE STATION IS 81 FT (24.7 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DQ0863'ESPERANCE ROAD, 42.5 FT (13.0 M) EAST OF THE CENTERLINE OF ROUTE 34, 5
 DQ0863'FT (1.5 M) NORTHEAST OF A POLE WITH NO NUMBER, 26 FT (7.9 M) NORTHWEST
 DQ0863'OF THE SOUTHWEST CORNER OF AN ALUMINUM ELECTRICAL BOX, (NUMBER
 DQ0863'1308101).
 DQ0863
 DQ0863                          STATION RECOVERY (2021)
 DQ0863
 DQ0863'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 DQ0863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5266 ***********************************************************************
 DR5266  DESIGNATION -  13 B 13
 DR5266  PID         -  DR5266
 DR5266  STATE/COUNTY-  NJ/MONMOUTH
 DR5266  COUNTRY     -  US
 DR5266  USGS QUAD   -  KEYPORT (2016)
 DR5266
 DR5266                         *CURRENT SURVEY CONTROL
 DR5266  ______________________________________________________________________
 DR5266* NAD 83(1986) POSITION- 40 26 17.68   (N) 074 09 44.24   (W)   HD_HELD1
 DR5266* NAVD 88 ORTHO HEIGHT -     2.571 (meters)        8.44  (feet) ADJUSTED
 DR5266  ______________________________________________________________________
 DR5266  GEOID HEIGHT    -        -32.346 (meters)                     GEOID18
 DR5266  DYNAMIC HEIGHT  -          2.570 (meters)        8.43  (feet) COMP
 DR5266  MODELED GRAVITY -    980,222.7   (mgal)                       NAVD 88
 DR5266
 DR5266  VERT ORDER      -  FIRST     CLASS II
 DR5266
 DR5266.The horizontal coordinates were determined by differentially corrected
 DR5266.hand held GPS observations or other comparable positioning techniques
 DR5266.and have an estimated accuracy of +/- 3 meters.
 DR5266
 DR5266.The orthometric height was determined by differential leveling and
 DR5266.adjusted by the NATIONAL GEODETIC SURVEY
 DR5266.in July 2020.
 DR5266
 DR5266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5266.GEOID18 height accuracy estimate available here.
 DR5266
 DR5266.Click photographs - Photos may exist for this station.
 DR5266
 DR5266.The dynamic height is computed by dividing the NAVD 88
 DR5266.geopotential number by the normal gravity value computed on the
 DR5266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5266.degrees latitude (g = 980.6199 gals.).
 DR5266
 DR5266.The modeled gravity was interpolated from observed gravity values.
 DR5266
 DR5266;                    North         East    Units  Estimated Accuracy
 DR5266;SPC NJ       -   178,226.5     178,650.4     MT  (+/- 3 meters HH1 GPS) 
 DR5266
 DR5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7104776736(NAD 83)
 DR5266
 DR5266                          SUPERSEDED SURVEY CONTROL
 DR5266
 DR5266.No superseded survey control is available for this station.
 DR5266
 DR5266_MARKER: DD = SURVEY DISK
 DR5266_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5266_SP_SET: CULVERT ABUTMENT
 DR5266_STAMPING: 13 B 13 2018
 DR5266_MARK LOGO: NJGS
 DR5266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5266+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 DR5266
 DR5266  HISTORY     - Date     Condition        Report By
 DR5266  HISTORY     - 20180809 MONUMENTED       NJGS
 DR5266
 DR5266                          STATION DESCRIPTION
 DR5266
 DR5266'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5266'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF SOUTH
 DR5266'AMBOY, 7.2 MI (11.6 KM) SOUTHEAST OF PERTH AMBOY AND 2.0 MI (3.2 KM)
 DR5266'EAST OF KEYPORT, IN THE BOROUGH OF UNION BEACH.
 DR5266'
 DR5266'TO REACH THE STATION FROM THE JUNCTION OF LAUREL AVENUE AND NEW JERSEY
 DR5266'STATE ROUTE 36, GO 1.15 MI (1.85 KM) WEST ON NEW JERSEY STATE ROUTE 36
 DR5266'TO THE STATION ON THE RIGHT.
 DR5266'
 DR5266'THE STATION IS SET IN A DRILL HOLE IN TOP THE NORTH CORNER OF THE WEST
 DR5266'ABUTMENT AT THE SIDEWALK LEVEL OF THE NEW JERSEY STATE ROUTE 36
 DR5266'SPANNING EAST CREEK (1315-156, MILEPOST 22.08).
 DR5266'
 DR5266'THE STATION IS 15 FT (4.6 M) WEST OF THE CENTER OF THE CULVERT, 106 FT
 DR5266'(32.3 M) WEST OF POLE NUMBER JC772UB, ABOUT 278 FT (84.7 M) EAST OF
 DR5266'THE EAST NOSE OF THE TRIANGULAR TRAFFIC ISLAND AT THE U-TURN, LEFT
 DR5266'TURN ACCESS ROAD (SHORE ROAD) FOR UNION AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5335 ***********************************************************************
 DR5335  DESIGNATION -  13 B 14
 DR5335  PID         -  DR5335
 DR5335  STATE/COUNTY-  NJ/MONMOUTH
 DR5335  COUNTRY     -  US
 DR5335  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5335
 DR5335                         *CURRENT SURVEY CONTROL
 DR5335  ______________________________________________________________________
 DR5335* NAD 83(1986) POSITION- 40 23 46.79   (N) 073 58 37.46   (W)   HD_HELD1
 DR5335* NAVD 88 ORTHO HEIGHT -    12.608 (meters)       41.36  (feet) ADJUSTED
 DR5335  ______________________________________________________________________
 DR5335  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 DR5335  DYNAMIC HEIGHT  -         12.602 (meters)       41.35  (feet) COMP
 DR5335  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 DR5335
 DR5335  VERT ORDER      -  FIRST     CLASS II
 DR5335
 DR5335.The horizontal coordinates were determined by differentially corrected
 DR5335.hand held GPS observations or other comparable positioning techniques
 DR5335.and have an estimated accuracy of +/- 3 meters.
 DR5335
 DR5335.The orthometric height was determined by differential leveling and
 DR5335.adjusted by the NATIONAL GEODETIC SURVEY
 DR5335.in July 2020.
 DR5335
 DR5335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5335.GEOID18 height accuracy estimate available here.
 DR5335
 DR5335.Click photographs - Photos may exist for this station.
 DR5335
 DR5335.The dynamic height is computed by dividing the NAVD 88
 DR5335.geopotential number by the normal gravity value computed on the
 DR5335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5335.degrees latitude (g = 980.6199 gals.).
 DR5335
 DR5335.The modeled gravity was interpolated from observed gravity values.
 DR5335
 DR5335;                    North         East    Units  Estimated Accuracy
 DR5335;SPC NJ       -   173,649.2     194,391.2     MT  (+/- 3 meters HH1 GPS) 
 DR5335
 DR5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8681072249(NAD 83)
 DR5335
 DR5335                          SUPERSEDED SURVEY CONTROL
 DR5335
 DR5335.No superseded survey control is available for this station.
 DR5335
 DR5335_MARKER: DD = SURVEY DISK
 DR5335_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5335_SP_SET: ABUTMENT
 DR5335_STAMPING: 13 B 14 2018
 DR5335_MARK LOGO: NJGS
 DR5335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5335+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DR5335
 DR5335  HISTORY     - Date     Condition        Report By
 DR5335  HISTORY     - 20181002 MONUMENTED       NJGS
 DR5335
 DR5335                          STATION DESCRIPTION
 DR5335
 DR5335'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5335'THE MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) NORTH OF ASBURY PARK, 12.0
 DR5335'MI (19.3 KM) EAST-SOUTHEAST OF KEYPORT AND 6.4 MI (10.3 KM) NORTH OF
 DR5335'LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5335'
 DR5335'THE STATION IS SET IN A DRILL HOLE IN THE NORTH END OF THE EAST BRIDGE
 DR5335'ABUTMENT, AT THE SIDEWALK LEVEL, FOR THE BRIDGE CARRYING THE ENTRANCE
 DR5335'RAMP LEADING FROM GATEWAY NATIONAL RECREATION AREA ON TO NEW JERSEY
 DR5335'STATE HIGHWAY 36 GOING OVER THE BRIDGE.
 DR5335'
 DR5335'THE STATION IS AT THE POINT OF TANGENCY, 13 FT (4.0 M) EAST OF LIGHT
 DR5335'POLE (BA4159), 4.6 FT (1.4 M) NORTH ON THE NORTH CURB OF THE RAMP, 4
 DR5335'FT (1.2 M) SOUTH OF THE BALUSTRADE WALL, 104 FT (31.7 M) SOUTHWEST OF
 DR5335'A LIGHT POLE WITH NO NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5288 ***********************************************************************
 DR5288  DESIGNATION -  13 B 15
 DR5288  PID         -  DR5288
 DR5288  STATE/COUNTY-  NJ/MONMOUTH
 DR5288  COUNTRY     -  US
 DR5288  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5288
 DR5288                         *CURRENT SURVEY CONTROL
 DR5288  ______________________________________________________________________
 DR5288* NAD 83(1986) POSITION- 40 20 24.01   (N) 074 05 45.58   (W)   HD_HELD1
 DR5288* NAVD 88 ORTHO HEIGHT -    22.243 (meters)       72.98  (feet) ADJUSTED
 DR5288  ______________________________________________________________________
 DR5288  GEOID HEIGHT    -        -32.466 (meters)                     GEOID18
 DR5288  DYNAMIC HEIGHT  -         22.233 (meters)       72.94  (feet) COMP
 DR5288  MODELED GRAVITY -    980,205.6   (mgal)                       NAVD 88
 DR5288
 DR5288  VERT ORDER      -  FIRST     CLASS II
 DR5288
 DR5288.The horizontal coordinates were determined by differentially corrected
 DR5288.hand held GPS observations or other comparable positioning techniques
 DR5288.and have an estimated accuracy of +/- 3 meters.
 DR5288
 DR5288.The orthometric height was determined by differential leveling and
 DR5288.adjusted by the NATIONAL GEODETIC SURVEY
 DR5288.in July 2020.
 DR5288
 DR5288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5288.GEOID18 height accuracy estimate available here.
 DR5288
 DR5288.Click photographs - Photos may exist for this station.
 DR5288
 DR5288.The dynamic height is computed by dividing the NAVD 88
 DR5288.geopotential number by the normal gravity value computed on the
 DR5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5288.degrees latitude (g = 980.6199 gals.).
 DR5288
 DR5288.The modeled gravity was interpolated from observed gravity values.
 DR5288
 DR5288;                    North         East    Units  Estimated Accuracy
 DR5288;SPC NJ       -   167,342.2     184,324.5     MT  (+/- 3 meters HH1 GPS) 
 DR5288
 DR5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7678265887(NAD 83)
 DR5288
 DR5288                          SUPERSEDED SURVEY CONTROL
 DR5288
 DR5288.No superseded survey control is available for this station.
 DR5288
 DR5288_MARKER: DD = SURVEY DISK
 DR5288_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5288_SP_SET: FOUNDATION
 DR5288_STAMPING: 13 B 15 2018
 DR5288_MARK LOGO: NJGS
 DR5288_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5288+STABILITY: SURFACE MOTION
 DR5288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5288+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5288
 DR5288  HISTORY     - Date     Condition        Report By
 DR5288  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5288
 DR5288                          STATION DESCRIPTION
 DR5288
 DR5288'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5288'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHEAST OF KEYPORT, 8.1
 DR5288'MI (13.0 KM) EAST-NORTHEAST OF MARLBORO AND 6.0 MI (9.7 KM)
 DR5288'WEST-NORTHWEST OF LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5288'
 DR5288'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A LARGE
 DR5288'FOUNDATION FOR AN ACCESS CHAMBER ON THE NORTHEAST CORNER OF HALF MILE
 DR5288'ROAD AND SCHULTZ DRIVE.
 DR5288'
 DR5288'THE STATION IS 40.3 FT (12.3 M) EAST OF THE CENTERLINE OF HALF MILE R,
 DR5288'28.3 FT (8.6 M) NORTHEAST OF A TRAFFIC SIGNAL MAST, 14.8 FT (4.5 M)
 DR5288'WEST OF THE WEST CORNER OF A SIGN STRUCTURE (LINCROFT OFFICE CENTER).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5367 ***********************************************************************
 DR5367  DESIGNATION -  13 B 16
 DR5367  PID         -  DR5367
 DR5367  STATE/COUNTY-  NJ/MONMOUTH
 DR5367  COUNTRY     -  US
 DR5367  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5367
 DR5367                         *CURRENT SURVEY CONTROL
 DR5367  ______________________________________________________________________
 DR5367* NAD 83(1986) POSITION- 40 24 12.27   (N) 074 01 31.02   (W)   HD_HELD1
 DR5367* NAVD 88 ORTHO HEIGHT -    31.508 (meters)      103.37  (feet) ADJUSTED
 DR5367  ______________________________________________________________________
 DR5367  GEOID HEIGHT    -        -32.507 (meters)                     GEOID18
 DR5367  DYNAMIC HEIGHT  -         31.494 (meters)      103.33  (feet) COMP
 DR5367  MODELED GRAVITY -    980,198.2   (mgal)                       NAVD 88
 DR5367
 DR5367  VERT ORDER      -  FIRST     CLASS II
 DR5367
 DR5367.The horizontal coordinates were determined by differentially corrected
 DR5367.hand held GPS observations or other comparable positioning techniques
 DR5367.and have an estimated accuracy of +/- 3 meters.
 DR5367
 DR5367.The orthometric height was determined by differential leveling and
 DR5367.adjusted by the NATIONAL GEODETIC SURVEY
 DR5367.in July 2020.
 DR5367
 DR5367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5367.GEOID18 height accuracy estimate available here.
 DR5367
 DR5367.Click photographs - Photos may exist for this station.
 DR5367
 DR5367.The dynamic height is computed by dividing the NAVD 88
 DR5367.geopotential number by the normal gravity value computed on the
 DR5367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5367.degrees latitude (g = 980.6199 gals.).
 DR5367
 DR5367.The modeled gravity was interpolated from observed gravity values.
 DR5367
 DR5367;                    North         East    Units  Estimated Accuracy
 DR5367;SPC NJ       -   174,412.0     190,294.4     MT  (+/- 3 meters HH1 GPS) 
 DR5367
 DR5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8271072989(NAD 83)
 DR5367
 DR5367                          SUPERSEDED SURVEY CONTROL
 DR5367
 DR5367.No superseded survey control is available for this station.
 DR5367
 DR5367_MARKER: DD = SURVEY DISK
 DR5367_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5367_SP_SET: CURB
 DR5367_STAMPING: 13 B 16 2018
 DR5367_MARK LOGO: NJGS
 DR5367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5367+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 DR5367
 DR5367  HISTORY     - Date     Condition        Report By
 DR5367  HISTORY     - 20180925 MONUMENTED       NJGS
 DR5367
 DR5367                          STATION DESCRIPTION
 DR5367
 DR5367'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5367'THE MARK IS LOCATED ABOUT 12.7 MI (20.4 KM) NORTH OF ASBURY PARK, 9.4
 DR5367'MI (15.1 KM) EAST-SOUTHEAST OF KEYPORT AND 7.1 MI (11.4 KM)
 DR5367'NORTH-NORTHWEST OF LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5367'
 DR5367'THE STATION IS SET IN A DRILL HOLE IN THE EAST END OF THE CURB FOR THE
 DR5367'EASTERLY ENTRANCE/EXIT OF THE DRIVEWAY LEADING INTO THE NAVESINK WOODS
 DR5367'CONDOMINIUM COMPLEX ON THE NORTH SIDE OF WESTBOUND LANES OF NEW JERSEY
 DR5367'STATE ROUTE 36.
 DR5367'
 DR5367'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND
 DR5367'ORCHARD AVE/NAVESINK AVENUE (COUNTY ROUTE 8B), GO 1.15 W ON NEW JERSEY
 DR5367'STATE ROUTE 36 TO THE STATION ON THE RIGHT.
 DR5367'
 DR5367'THE STATION IS 35 FT (10.7 M) EAST OF THE CENTERLINE OF THE ENTRANCE
 DR5367'DRIVEWAY, 50 FT (15.2 M) SOUTHEAST OF A LIGHT POLE IN THE DRIVEWAY, 85
 DR5367'FT (25.9 M) SOUTHEAST OF A FIRE HYDRANT IN THE DRIVEWAY, 118 FT (36.0
 DR5367'M) EAST-NORTHEAST OF THE NAVESINK WOODS SIGN, 4.5 FT (1.4 M) WEST OF
 DR5367'THE EAST END OF THE CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6285 ***********************************************************************
 KV6285  DESIGNATION -  13 B 2
 KV6285  PID         -  KV6285
 KV6285  STATE/COUNTY-  NJ/MONMOUTH
 KV6285  COUNTRY     -  US
 KV6285  USGS QUAD   -  FARMINGDALE (2016)
 KV6285
 KV6285                         *CURRENT SURVEY CONTROL
 KV6285  ______________________________________________________________________
 KV6285* NAD 83(1986) POSITION- 40 10 02.     (N) 074 11 28.     (W)   SCALED
 KV6285* NAVD 88 ORTHO HEIGHT -    26.774 (meters)       87.84  (feet) ADJUSTED
 KV6285  ______________________________________________________________________
 KV6285  GEOID HEIGHT    -        -32.628 (meters)                     GEOID18
 KV6285  DYNAMIC HEIGHT  -         26.762 (meters)       87.80  (feet) COMP
 KV6285  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 KV6285
 KV6285  VERT ORDER      -  FIRST     CLASS II
 KV6285
 KV6285.The horizontal coordinates were scaled from a map and have
 KV6285.an estimated accuracy of +/- 6 seconds.
 KV6285
 KV6285.The orthometric height was determined by differential leveling and
 KV6285.adjusted by the NATIONAL GEODETIC SURVEY
 KV6285.in June 1991.
 KV6285
 KV6285.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6285.GEOID18 height accuracy estimate available here.
 KV6285
 KV6285.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK688466(NAD 83)
 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
 KV6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6285.See file dsdata.pdf to determine how the superseded data were derived.
 KV6285
 KV6285_MARKER: DD = SURVEY DISK
 KV6285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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       NJGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV6956 ***********************************************************************
 KV6956  DESIGNATION -  13 B 3
 KV6956  PID         -  KV6956
 KV6956  STATE/COUNTY-  NJ/MONMOUTH
 KV6956  COUNTRY     -  US
 KV6956  USGS QUAD   -  FREEHOLD (2019)
 KV6956
 KV6956                         *CURRENT SURVEY CONTROL
 KV6956  ______________________________________________________________________
 KV6956* NAD 83(2011) POSITION- 40 16 13.56788(N) 074 20 58.42597(W)   ADJUSTED
 KV6956* NAD 83(2011) ELLIP HT-     3.467 (meters)        (06/27/12)   ADJUSTED
 KV6956* NAD 83(2011) EPOCH   -  2010.00
 KV6956* NAVD 88 ORTHO HEIGHT -    35.9   (meters)      118.    (feet) GPS OBS
 KV6956  ______________________________________________________________________
 KV6956  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6956  GEOID HEIGHT    -        -32.680 (meters)                     GEOID93
 KV6956  GEOID HEIGHT    -        -32.385 (meters)                     GEOID18
 KV6956  NAD 83(2011) X  -  1,314,672.973 (meters)                     COMP
 KV6956  NAD 83(2011) Y  - -4,692,676.798 (meters)                     COMP
 KV6956  NAD 83(2011) Z  -  4,100,945.273 (meters)                     COMP
 KV6956  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC18
 KV6956
 KV6956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6956  Standards:
 KV6956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6956  -------------------------------------------------------------------
 KV6956  NETWORK    0.55   0.78           0.19   0.25   0.40     -0.12637700
 KV6956  -------------------------------------------------------------------
 KV6956  Click here for local accuracies and other accuracy information.
 KV6956
 KV6956.The horizontal coordinates were established by GPS observations
 KV6956.and adjusted by the National Geodetic Survey in June 2012.
 KV6956
 KV6956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6956.been affixed to the stable North American tectonic plate. See 
 KV6956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6956
 KV6956.The horizontal coordinates are valid at the epoch date displayed above
 KV6956.which is a decimal equivalence of Year/Month/Day.
 KV6956
 KV6956.The orthometric height was determined by GPS observations and a
 KV6956.high-resolution geoid model.
 KV6956
 KV6956.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6956.GEOID18 height accuracy estimate available here.
 KV6956
 KV6956.Click photographs - Photos may exist for this station.
 KV6956
 KV6956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6956
 KV6956.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6956
 KV6956.The ellipsoidal height was determined by GPS observations
 KV6956.and is referenced to NAD 83.
 KV6956
 KV6956. The following values were computed from the NAD 83(2011) position.
 KV6956
 KV6956;                    North         East     Units Scale Factor Converg.
 KV6956;SPC NJ       -   159,550.674   162,794.316   MT  0.99990201   +0 05 50.1
 KV6956;SPC NJ       -   523,459.17    534,101.02   sFT  0.99990201   +0 05 50.1
 KV6956;UTM  18      - 4,457,976.528   555,301.677   MT  0.99963765   +0 25 13.6
 KV6956
 KV6956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6956!SPC NJ       -   0.99999946  x   0.99990201  =   0.99990147
 KV6956!UTM  18      -   0.99999946  x   0.99963765  =   0.99963711
 KV6956
 KV6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5530157976(NAD 83)
 KV6956
 KV6956                          SUPERSEDED SURVEY CONTROL
 KV6956
 KV6956  NAD 83(2007)-  40 16 13.56830(N)    074 20 58.42644(W) AD(2002.00) 0
 KV6956  ELLIP H (02/10/07)    3.476  (m)                       GP(2002.00)    
 KV6956  ELLIP H (10/23/02)    3.485  (m)                       GP(       ) 4 1
 KV6956  NAD 83(1996)-  40 16 13.56831(N)    074 20 58.42681(W) AD(       ) 1
 KV6956  ELLIP H (05/14/99)    3.483  (m)                       GP(       ) 4 1
 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
 KV6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6956.See file dsdata.pdf to determine how the superseded data were derived.
 KV6956
 KV6956_MARKER: DD = SURVEY DISK
 KV6956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6957 ***********************************************************************
 KV6957  DESIGNATION -  13 B 4
 KV6957  PID         -  KV6957
 KV6957  STATE/COUNTY-  NJ/MONMOUTH
 KV6957  COUNTRY     -  US
 KV6957  USGS QUAD   -  ADELPHIA (2019)
 KV6957
 KV6957                         *CURRENT SURVEY CONTROL
 KV6957  ______________________________________________________________________
 KV6957* NAD 83(2011) POSITION- 40 10 52.57127(N) 074 15 53.02671(W)   ADJUSTED
 KV6957* NAD 83(2011) ELLIP HT-     4.977 (meters)        (06/27/12)   ADJUSTED
 KV6957* NAD 83(2011) EPOCH   -  2010.00
 KV6957* NAVD 88 ORTHO HEIGHT -    37.4   (meters)      123.    (feet) GPS OBS
 KV6957  ______________________________________________________________________
 KV6957  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6957  GEOID HEIGHT    -        -32.760 (meters)                     GEOID93
 KV6957  GEOID HEIGHT    -        -32.466 (meters)                     GEOID18
 KV6957  NAD 83(2011) X  -  1,323,353.911 (meters)                     COMP
 KV6957  NAD 83(2011) Y  - -4,696,880.630 (meters)                     COMP
 KV6957  NAD 83(2011) Z  -  4,093,386.883 (meters)                     COMP
 KV6957  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 KV6957
 KV6957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6957  Standards:
 KV6957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6957  -------------------------------------------------------------------
 KV6957  NETWORK    0.63   1.10           0.28   0.23   0.56      0.04740407
 KV6957  -------------------------------------------------------------------
 KV6957  Click here for local accuracies and other accuracy information.
 KV6957
 KV6957.The horizontal coordinates were established by GPS observations
 KV6957.and adjusted by the National Geodetic Survey in June 2012.
 KV6957
 KV6957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6957.been affixed to the stable North American tectonic plate. See 
 KV6957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6957
 KV6957.The horizontal coordinates are valid at the epoch date displayed above
 KV6957.which is a decimal equivalence of Year/Month/Day.
 KV6957
 KV6957.The orthometric height was determined by GPS observations and a
 KV6957.high-resolution geoid model.
 KV6957
 KV6957.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6957.GEOID18 height accuracy estimate available here.
 KV6957
 KV6957.Click photographs - Photos may exist for this station.
 KV6957
 KV6957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6957
 KV6957.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6957
 KV6957.The ellipsoidal height was determined by GPS observations
 KV6957.and is referenced to NAD 83.
 KV6957
 KV6957. The following values were computed from the NAD 83(2011) position.
 KV6957
 KV6957;                    North         East     Units Scale Factor Converg.
 KV6957;SPC NJ       -   149,666.477   170,035.424   MT  0.99990494   +0 09 06.5
 KV6957;SPC NJ       -   491,030.77    557,857.89   sFT  0.99990494   +0 09 06.5
 KV6957;UTM  18      - 4,448,135.862   562,596.474   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6259648135(NAD 83)
 KV6957
 KV6957                          SUPERSEDED SURVEY CONTROL
 KV6957
 KV6957  NAD 83(2007)-  40 10 52.57213(N)    074 15 53.02737(W) AD(2002.00) 0
 KV6957  ELLIP H (02/10/07)    4.975  (m)                       GP(2002.00)    
 KV6957  ELLIP H (10/23/02)    4.984  (m)                       GP(       ) 4 1
 KV6957  NAD 83(1996)-  40 10 52.57203(N)    074 15 53.02791(W) AD(       ) 1
 KV6957  ELLIP H (05/14/99)    4.981  (m)                       GP(       ) 4 1
 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
 KV6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6957.See file dsdata.pdf to determine how the superseded data were derived.
 KV6957
 KV6957_MARKER: DD = SURVEY DISK
 KV6957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - March 20, 2020
 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  HISTORY     - 20200320 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'
 KV6957
 KV6957                          STATION RECOVERY (2020)
 KV6957
 KV6957'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6958 ***********************************************************************
 KV6958  DESIGNATION -  13 B 5
 KV6958  PID         -  KV6958
 KV6958  STATE/COUNTY-  NJ/MONMOUTH
 KV6958  COUNTRY     -  US
 KV6958  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6958
 KV6958                         *CURRENT SURVEY CONTROL
 KV6958  ______________________________________________________________________
 KV6958* NAD 83(2011) POSITION- 40 16 17.99256(N) 074 04 39.64264(W)   ADJUSTED
 KV6958* NAD 83(2011) ELLIP HT-    10.661 (meters)        (06/27/12)   ADJUSTED
 KV6958* NAD 83(2011) EPOCH   -  2010.00
 KV6958* NAVD 88 ORTHO HEIGHT -    43.3   (meters)      142.    (feet) GPS OBS
 KV6958  ______________________________________________________________________
 KV6958  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6958  GEOID HEIGHT    -        -32.609 (meters)                     GEOID18
 KV6958  NAD 83(2011) X  -  1,336,903.436 (meters)                     COMP
 KV6958  NAD 83(2011) Y  - -4,686,305.946 (meters)                     COMP
 KV6958  NAD 83(2011) Z  -  4,101,054.055 (meters)                     COMP
 KV6958  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 KV6958
 KV6958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6958  Standards:
 KV6958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6958  -------------------------------------------------------------------
 KV6958  NETWORK    0.35   0.57           0.15   0.14   0.29     -0.05928892
 KV6958  -------------------------------------------------------------------
 KV6958  Click here for local accuracies and other accuracy information.
 KV6958
 KV6958.The horizontal coordinates were established by GPS observations
 KV6958.and adjusted by the National Geodetic Survey in June 2012.
 KV6958
 KV6958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6958.been affixed to the stable North American tectonic plate. See 
 KV6958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6958
 KV6958.The horizontal coordinates are valid at the epoch date displayed above
 KV6958.which is a decimal equivalence of Year/Month/Day.
 KV6958
 KV6958.The orthometric height was determined by GPS observations and a
 KV6958.high-resolution geoid model.
 KV6958
 KV6958.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6958.GEOID18 height accuracy estimate available here.
 KV6958
 KV6958.Click photographs - Photos may exist for this station.
 KV6958
 KV6958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6958
 KV6958.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6958
 KV6958.The ellipsoidal height was determined by GPS observations
 KV6958.and is referenced to NAD 83.
 KV6958
 KV6958. The following values were computed from the NAD 83(2011) position.
 KV6958
 KV6958;                    North         East     Units Scale Factor Converg.
 KV6958;SPC NJ       -   159,761.846   185,916.801   MT  0.99991587   +0 16 22.8
 KV6958;SPC NJ       -   524,151.99    609,962.04   sFT  0.99991587   +0 16 22.8
 KV6958;UTM  18      - 4,458,318.049   578,416.768   MT  0.99967569   +0 35 46.4
 KV6958
 KV6958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6958!SPC NJ       -   0.99999833  x   0.99991587  =   0.99991420
 KV6958!UTM  18      -   0.99999833  x   0.99967569  =   0.99967402
 KV6958
 KV6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7841658318(NAD 83)
 KV6958
 KV6958                          SUPERSEDED SURVEY CONTROL
 KV6958
 KV6958  NAD 83(2007)-  40 16 17.99297(N)    074 04 39.64309(W) AD(2002.00) 0
 KV6958  ELLIP H (02/10/07)   10.671  (m)                       GP(2002.00)    
 KV6958  ELLIP H (10/23/02)   10.684  (m)                       GP(       ) 4 1
 KV6958  NAD 83(1996)-  40 16 17.99287(N)    074 04 39.64318(W) AD(       ) 1
 KV6958  ELLIP H (05/14/99)   10.669  (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)   10.642  (m)                       GP(       ) 3 1
 KV6958  NAD 83(1986)-  40 16 17.99361(N)    074 04 39.64604(W) AD(       ) 1
 KV6958  NAVD 88 (02/25/94)   43.3    (m)  GEOID93  model used  GPS OBS        
 KV6958
 KV6958.Superseded values are not recommended for survey control.
 KV6958
 KV6958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6958.See file dsdata.pdf to determine how the superseded data were derived.
 KV6958
 KV6958_MARKER: DD = SURVEY DISK
 KV6958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DG9902 ***********************************************************************
 DG9902  DESIGNATION -  13 B 6
 DG9902  PID         -  DG9902
 DG9902  STATE/COUNTY-  NJ/MONMOUTH
 DG9902  COUNTRY     -  US
 DG9902  USGS QUAD   -  SANDY HOOK EAST (2019)
 DG9902
 DG9902                         *CURRENT SURVEY CONTROL
 DG9902  ______________________________________________________________________
 DG9902* NAD 83(1986) POSITION- 40 26 51.27   (N) 073 59 20.50   (W)   HD_HELD1
 DG9902* NAVD 88 ORTHO HEIGHT -     5.350 (meters)       17.55  (feet) ADJUSTED
 DG9902  ______________________________________________________________________
 DG9902  GEOID HEIGHT    -        -32.502 (meters)                     GEOID18
 DG9902  DYNAMIC HEIGHT  -          5.347 (meters)       17.54  (feet) COMP
 DG9902  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 DG9902
 DG9902  VERT ORDER      -  FIRST     CLASS II
 DG9902
 DG9902.The horizontal coordinates were determined by differentially corrected
 DG9902.hand held GPS observations or other comparable positioning techniques
 DG9902.and have an estimated accuracy of +/- 3 meters.
 DG9902
 DG9902.The orthometric height was determined by differential leveling and
 DG9902.adjusted by the NATIONAL GEODETIC SURVEY
 DG9902.in May 2006.
 DG9902
 DG9902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9902.GEOID18 height accuracy estimate available here.
 DG9902
 DG9902.Click photographs - Photos may exist for this station.
 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       -   179,333.1     193,343.4     MT  (+/- 3 meters HH1 GPS) 
 DG9902
 DG9902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8573077926(NAD 83)
 DG9902
 DG9902                          SUPERSEDED SURVEY CONTROL
 DG9902
 DG9902.No superseded survey control is available for this station.
 DG9902
 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 = JULY 24, 2026 22:12:30 EDT
 DM6979 ***********************************************************************
 DM6979  DESIGNATION -  13 B 7
 DM6979  PID         -  DM6979
 DM6979  STATE/COUNTY-  NJ/MONMOUTH
 DM6979  COUNTRY     -  US
 DM6979  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6979
 DM6979                         *CURRENT SURVEY CONTROL
 DM6979  ______________________________________________________________________
 DM6979* NAD 83(1986) POSITION- 40 17 36.     (N) 073 58 56.     (W)   SCALED
 DM6979* NAVD 88 ORTHO HEIGHT -     6.012 (meters)       19.72  (feet) ADJUSTED
 DM6979  ______________________________________________________________________
 DM6979  GEOID HEIGHT    -        -32.746 (meters)                     GEOID18
 DM6979  DYNAMIC HEIGHT  -          6.009 (meters)       19.71  (feet) COMP
 DM6979  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 DM6979
 DM6979  VERT ORDER      -  FIRST     CLASS II
 DM6979
 DM6979.The horizontal coordinates were scaled from a map and have
 DM6979.an estimated accuracy of +/- 6 seconds.
 DM6979
 DM6979.The orthometric height was determined by differential leveling and
 DM6979.adjusted by the NATIONAL GEODETIC SURVEY
 DM6979.in May 2011.
 DM6979
 DM6979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6979.GEOID18 height accuracy estimate available here.
 DM6979
 DM6979.Click photographs - Photos may exist for this station.
 DM6979
 DM6979.The dynamic height is computed by dividing the NAVD 88
 DM6979.geopotential number by the normal gravity value computed on the
 DM6979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6979.degrees latitude (g = 980.6199 gals.).
 DM6979
 DM6979.The modeled gravity was interpolated from observed gravity values.
 DM6979
 DM6979;                    North         East    Units  Estimated Accuracy
 DM6979;SPC NJ       -   162,210.      194,020.      MT  (+/- 180 meters Scaled)
 DM6979
 DM6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK865608(NAD 83)
 DM6979
 DM6979                          SUPERSEDED SURVEY CONTROL
 DM6979
 DM6979.No superseded survey control is available for this station.
 DM6979
 DM6979_MARKER: DD = SURVEY DISK
 DM6979_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6979_SP_SET: ELECTRICAL JUNCTION BOX
 DM6979_STAMPING: 13 B 7 2008
 DM6979_MARK LOGO: NJGS
 DM6979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6979+STABILITY: SURFACE MOTION
 DM6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6979+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2025
 DM6979
 DM6979  HISTORY     - Date     Condition        Report By
 DM6979  HISTORY     - 20080507 MONUMENTED       NJGS
 DM6979  HISTORY     - 20250805 GOOD             LOCENG
 DM6979
 DM6979                          STATION DESCRIPTION
 DM6979
 DM6979'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6979'THE STATION IS LOCATED IN LONG BRANCH, SET IN A DRILL HOLE IN THE
 DM6979'NORTHWEST CORNER OF THE JUNCTION OF OCEAN BOULEVARD AND NORTH BATH
 DM6979'AVENUE, SET IN A DRILL HOLE IN A RECTANGULAR ELECTRICAL BOX ADJACENT
 DM6979'TO A 4 FT (1.2 M) TALL ALUMINUM BOX NUMBER 25005.
 DM6979'
 DM6979'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6979'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 1.4 MI (2.3 KM) SOUTH ON
 DM6979'OCEAN BOULEVARD TO THE STATION ON THE RIGHT.
 DM6979'
 DM6979'THE STATION IS IN FRONT OF THE OCEAN VIEW APARTMENTS 18.2 FT (5.5 M)
 DM6979'WEST OF THE WEST CURBLINE EXTENDED OF OCEAN AVENUE, 13.3 FT (4.1 M)
 DM6979'NORTH OF THE NORTH CURBLINE EXTENDED OF NORTH BATH AVENUE, 35.0 FT
 DM6979'(10.7 M) EAST OF A POLE WITH NO NUMBER, 1.6 FT (0.5 M) SOUTH OF THE
 DM6979'SOUTHEAST CORNER OF AN ALUMINUM BOX 25005, 19.0 FT (5.8 M) SOUTHEAST
 DM6979'OF THE SOUTHEAST CORNER OF THE OCEAN VIEW APARTMENTS COMPLEX.
 DM6979
 DM6979                          STATION RECOVERY (2025)
 DM6979
 DM6979'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2025 (RAL)
 DM6979'NJSPC 532265/636535.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7198 ***********************************************************************
 DM7198  DESIGNATION -  13 B 8
 DM7198  PID         -  DM7198
 DM7198  STATE/COUNTY-  NJ/MONMOUTH
 DM7198  COUNTRY     -  US
 DM7198  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM7198
 DM7198                         *CURRENT SURVEY CONTROL
 DM7198  ______________________________________________________________________
 DM7198* NAD 83(1986) POSITION- 40 18 46.     (N) 073 59 52.     (W)   SCALED
 DM7198* NAVD 88 ORTHO HEIGHT -     1.893 (meters)        6.21  (feet) ADJUSTED
 DM7198  ______________________________________________________________________
 DM7198  GEOID HEIGHT    -        -32.697 (meters)                     GEOID18
 DM7198  DYNAMIC HEIGHT  -          1.892 (meters)        6.21  (feet) COMP
 DM7198  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 DM7198
 DM7198  VERT ORDER      -  FIRST     CLASS II
 DM7198
 DM7198.The horizontal coordinates were scaled from a map and have
 DM7198.an estimated accuracy of +/- 6 seconds.
 DM7198
 DM7198.The orthometric height was determined by differential leveling and
 DM7198.adjusted by the NATIONAL GEODETIC SURVEY
 DM7198.in May 2011.
 DM7198
 DM7198.No vertical observational check was made to the station.
 DM7198
 DM7198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7198.GEOID18 height accuracy estimate available here.
 DM7198
 DM7198.Click photographs - Photos may exist for this station.
 DM7198
 DM7198.The dynamic height is computed by dividing the NAVD 88
 DM7198.geopotential number by the normal gravity value computed on the
 DM7198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7198.degrees latitude (g = 980.6199 gals.).
 DM7198
 DM7198.The modeled gravity was interpolated from observed gravity values.
 DM7198
 DM7198;                    North         East    Units  Estimated Accuracy
 DM7198;SPC NJ       -   164,360.      192,690.      MT  (+/- 180 meters Scaled)
 DM7198
 DM7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK851629(NAD 83)
 DM7198
 DM7198                          SUPERSEDED SURVEY CONTROL
 DM7198
 DM7198.No superseded survey control is available for this station.
 DM7198
 DM7198_MARKER: DD = SURVEY DISK
 DM7198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7198_SP_SET: CULVERT
 DM7198_STAMPING: 13 B 8 2008
 DM7198_MARK LOGO: NJGS
 DM7198_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7198+STABILITY: SURFACE MOTION
 DM7198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7198+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM7198
 DM7198  HISTORY     - Date     Condition        Report By
 DM7198  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7198
 DM7198                          STATION DESCRIPTION
 DM7198
 DM7198'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7198'THE STATION IS LOCATED IN THE CITY OF LONG BRANCH, SET IN A DRILL HOLE
 DM7198'IN THE WEST END OF A CONCRETE CULVERT (0-31) ON THE SOUTH SIDE OF
 DM7198'ATLANTIC AVENUE, ACROSS FROM THE WESTERLY DRIVEWAY LEADING TO THE
 DM7198'ATLANTIC AVENUE PARK.
 DM7198'
 DM7198'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (NJ STATE
 DM7198'ROUTE 36) AND BRANCHPORT AVENUE (COUNTY ROUTE 29) GO 0.3 MI (0.5 KM)
 DM7198'NORTH ON BRANCHPORT AVENUE TO THE JUNCTION WITH ATLANTIC AVENUE.  TURN
 DM7198'RIGHT AND GO 0.4 MI (0.6 KM) EAST ON ATLANTIC AVENUE TO THE STATION ON
 DM7198'THE RIGHT.
 DM7198'
 DM7198'THE STATION IS 44.8 FT (13.7 M) EAST OF THE CENTERLINE OF A DRIVEWAY
 DM7198'TO THE MUNICIPAL RECYCLING CENTER, 9.0 FT (2.7 M) SOUTH OF THE SOUTH
 DM7198'CURB OF ATLANTIC AVENUE, 19.0 FT (5.8 M) EAST OF POLE NUMBER
 DM7198'GPU1636LB, 112.4 FT (34.3 M) WEST OF POLE NUMBER JC347LB, 29.0 FT (8.8
 DM7198'M) SOUTH OF THE CENTERLINE OF ATLANTIC AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7989 ***********************************************************************
 DP7989  DESIGNATION -  13 B 9
 DP7989  PID         -  DP7989
 DP7989  STATE/COUNTY-  NJ/MONMOUTH
 DP7989  COUNTRY     -  US
 DP7989  USGS QUAD   -  ASBURY PARK (2019)
 DP7989
 DP7989                         *CURRENT SURVEY CONTROL
 DP7989  ______________________________________________________________________
 DP7989* NAD 83(1986) POSITION- 40 08 49.96   (N) 074 02 27.48   (W)   HD_HELD1
 DP7989* NAVD 88 ORTHO HEIGHT -     4.232 (meters)       13.88  (feet) ADJUSTED
 DP7989  ______________________________________________________________________
 DP7989  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 DP7989  DYNAMIC HEIGHT  -          4.230 (meters)       13.88  (feet) COMP
 DP7989  MODELED GRAVITY -    980,161.5   (mgal)                       NAVD 88
 DP7989
 DP7989  VERT ORDER      -  FIRST     CLASS II
 DP7989
 DP7989.The horizontal coordinates were determined by differentially corrected
 DP7989.hand held GPS observations or other comparable positioning techniques
 DP7989.and have an estimated accuracy of +/- 3 meters.
 DP7989
 DP7989.The orthometric height was determined by differential leveling and
 DP7989.adjusted by the NATIONAL GEODETIC SURVEY
 DP7989.in September 2015.
 DP7989
 DP7989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7989.GEOID18 height accuracy estimate available here.
 DP7989
 DP7989.Click photographs - Photos may exist for this station.
 DP7989
 DP7989.The dynamic height is computed by dividing the NAVD 88
 DP7989.geopotential number by the normal gravity value computed on the
 DP7989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7989.degrees latitude (g = 980.6199 gals.).
 DP7989
 DP7989.The modeled gravity was interpolated from observed gravity values.
 DP7989
 DP7989;                    North         East    Units  Estimated Accuracy
 DP7989;SPC NJ       -   145,959.5     189,110.5     MT  (+/- 3 meters HH1 GPS) 
 DP7989
 DP7989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8168744537(NAD 83)
 DP7989
 DP7989                          SUPERSEDED SURVEY CONTROL
 DP7989
 DP7989.No superseded survey control is available for this station.
 DP7989
 DP7989_MARKER: DD = SURVEY DISK
 DP7989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7989_SP_SET: BRIDGE CULVERT HEADWALL
 DP7989_STAMPING: 13 B 9 2012
 DP7989_MARK LOGO: NJGS
 DP7989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7989+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2012
 DP7989
 DP7989  HISTORY     - Date     Condition        Report By
 DP7989  HISTORY     - 20120618 MONUMENTED       NJGS
 DP7989
 DP7989                          STATION DESCRIPTION
 DP7989
 DP7989'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7989'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF ASBURY
 DP7989'PARK, 4.7 MI (7.6 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 3.9 MI
 DP7989'(6.3 KM) NORTH OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN THE
 DP7989'BOROUGH OF SPRING LAKE HEIGHTS.
 DP7989'
 DP7989'THE STATION IS ON THE SOUTHEAST SIDE OF STATE HIGHWAY 71, SET FLUSH IN
 DP7989'A DRILL HOLE IN THE TOP OF THE SOUTHEAST CULVERT HEADWALL OF THE
 DP7989'BRIDGE CARRYING STATE HIGHWAY 71 OVER NORTH BRANCH OF WRECK POND
 DP7989'(STRUCTURE NO. 1320 153, MILEPOST 2.88).
 DP7989'
 DP7989'THE STATION IS 31.8 FT (9.7 M) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DP7989'STATE HIGHWAY 71, 54.7 SOUTH FROM WOOD UTILITY POLE NUMBER BT 23 SLH,
 DP7989'54.7 FT (16.7 M) EAST-NORTHEAST AND ACROSS THE ROAD FROM WOOD UTILITY
 DP7989'POLE NUMBER JC 73 SLH AND 28.6 FT (8.7 M) SOUTHWEST FROM THE WEST LEG
 DP7989'OF A STEEL BILLBOARD STRUCTURE.
 DP7989'
 DP7989'THE HEADWALL PROJECT ABOUT 1.0 FT (0.3 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6221 ***********************************************************************
 KV6221  DESIGNATION -  13 C 1
 KV6221  PID         -  KV6221
 KV6221  STATE/COUNTY-  NJ/MONMOUTH
 KV6221  COUNTRY     -  US
 KV6221  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6221
 KV6221                         *CURRENT SURVEY CONTROL
 KV6221  ______________________________________________________________________
 KV6221* NAD 83(2011) POSITION- 40 23 04.14956(N) 074 06 57.25352(W)   ADJUSTED
 KV6221* NAD 83(2011) ELLIP HT-     1.444 (meters)        (06/27/12)   ADJUSTED
 KV6221* NAD 83(2011) EPOCH   -  2010.00
 KV6221* NAVD 88 ORTHO HEIGHT -    33.8   (meters)      111.    (feet) GPS OBS
 KV6221  ______________________________________________________________________
 KV6221  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6221  GEOID HEIGHT    -        -32.670 (meters)                     GEOID93
 KV6221  GEOID HEIGHT    -        -32.388 (meters)                     GEOID18
 KV6221  NAD 83(2011) X  -  1,331,555.747 (meters)                     COMP
 KV6221  NAD 83(2011) Y  - -4,679,392.100 (meters)                     COMP
 KV6221  NAD 83(2011) Z  -  4,110,598.677 (meters)                     COMP
 KV6221  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 KV6221
 KV6221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6221  Standards:
 KV6221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6221  -------------------------------------------------------------------
 KV6221  NETWORK    0.53   0.74           0.24   0.18   0.38      0.10959389
 KV6221  -------------------------------------------------------------------
 KV6221  Click here for local accuracies and other accuracy information.
 KV6221
 KV6221.The horizontal coordinates were established by GPS observations
 KV6221.and adjusted by the National Geodetic Survey in June 2012.
 KV6221
 KV6221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6221.been affixed to the stable North American tectonic plate. See 
 KV6221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6221
 KV6221.The horizontal coordinates are valid at the epoch date displayed above
 KV6221.which is a decimal equivalence of Year/Month/Day.
 KV6221
 KV6221.The orthometric height was determined by GPS observations and a
 KV6221.high-resolution geoid model.
 KV6221
 KV6221.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6221.GEOID18 height accuracy estimate available here.
 KV6221
 KV6221.Click photographs - Photos may exist for this station.
 KV6221
 KV6221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6221
 KV6221.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6221
 KV6221.The ellipsoidal height was determined by GPS observations
 KV6221.and is referenced to NAD 83.
 KV6221
 KV6221. The following values were computed from the NAD 83(2011) position.
 KV6221
 KV6221;                    North         East     Units Scale Factor Converg.
 KV6221;SPC NJ       -   172,273.645   182,611.537   MT  0.99991309   +0 14 55.9
 KV6221;SPC NJ       -   565,201.12    599,118.02   sFT  0.99991309   +0 14 55.9
 KV6221;UTM  18      - 4,470,807.957   575,041.708   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7504170807(NAD 83)
 KV6221
 KV6221                          SUPERSEDED SURVEY CONTROL
 KV6221
 KV6221  NAD 83(2007)-  40 23 04.14997(N)    074 06 57.25399(W) AD(2002.00) 0
 KV6221  ELLIP H (02/10/07)    1.459  (m)                       GP(2002.00)    
 KV6221  ELLIP H (10/23/02)    1.473  (m)                       GP(       ) 4 1
 KV6221  NAD 83(1996)-  40 23 04.14999(N)    074 06 57.25423(W) AD(       ) 1
 KV6221  ELLIP H (05/14/99)    1.462  (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)    1.399  (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)  RAPSU86  model used  GPS OBS        
 KV6221
 KV6221.Superseded values are not recommended for survey control.
 KV6221
 KV6221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6221.See file dsdata.pdf to determine how the superseded data were derived.
 KV6221
 KV6221_MARKER: DD = SURVEY DISK
 KV6221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - November 12, 2025
 KV6221
 KV6221  HISTORY     - Date     Condition        Report By
 KV6221  HISTORY     - 1988     MONUMENTED       NJGS
 KV6221  HISTORY     - 19930806 GOOD             NJGS
 KV6221  HISTORY     - 20251112 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.
 KV6221
 KV6221                          STATION RECOVERY (2025)
 KV6221
 KV6221'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MI)
 KV6221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7900 ***********************************************************************
 DP7900  DESIGNATION -  13 C 10
 DP7900  PID         -  DP7900
 DP7900  STATE/COUNTY-  NJ/MONMOUTH
 DP7900  COUNTRY     -  US
 DP7900  USGS QUAD   -  POINT PLEASANT (2019)
 DP7900
 DP7900                         *CURRENT SURVEY CONTROL
 DP7900  ______________________________________________________________________
 DP7900* NAD 83(1986) POSITION- 40 06 13.91   (N) 074 02 07.64   (W)   HD_HELD1
 DP7900* NAVD 88 ORTHO HEIGHT -     3.262 (meters)       10.70  (feet) ADJUSTED
 DP7900  ______________________________________________________________________
 DP7900  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 DP7900  DYNAMIC HEIGHT  -          3.261 (meters)       10.70  (feet) COMP
 DP7900  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 DP7900
 DP7900  VERT ORDER      -  FIRST     CLASS II
 DP7900
 DP7900.The horizontal coordinates were determined by differentially corrected
 DP7900.hand held GPS observations or other comparable positioning techniques
 DP7900.and have an estimated accuracy of +/- 3 meters.
 DP7900
 DP7900.The orthometric height was determined by differential leveling and
 DP7900.adjusted by the NATIONAL GEODETIC SURVEY
 DP7900.in September 2015.
 DP7900
 DP7900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7900.GEOID18 height accuracy estimate available here.
 DP7900
 DP7900.Click photographs - Photos may exist for this station.
 DP7900
 DP7900.The dynamic height is computed by dividing the NAVD 88
 DP7900.geopotential number by the normal gravity value computed on the
 DP7900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7900.degrees latitude (g = 980.6199 gals.).
 DP7900
 DP7900.The modeled gravity was interpolated from observed gravity values.
 DP7900
 DP7900;                    North         East    Units  Estimated Accuracy
 DP7900;SPC NJ       -   141,149.3     189,605.2     MT  (+/- 3 meters HH1 GPS) 
 DP7900
 DP7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8220939730(NAD 83)
 DP7900
 DP7900                          SUPERSEDED SURVEY CONTROL
 DP7900
 DP7900.No superseded survey control is available for this station.
 DP7900
 DP7900_MARKER: DD = SURVEY DISK
 DP7900_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7900+WITH SETTING: PAVEMENT
 DP7900_SP_SET: BALUSTRADE WALL
 DP7900_STAMPING: 13 C 10 2013
 DP7900_MARK LOGO: NJGS
 DP7900_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7900+STABILITY: SURFACE MOTION
 DP7900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7900+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DP7900
 DP7900  HISTORY     - Date     Condition        Report By
 DP7900  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7900
 DP7900                          STATION DESCRIPTION
 DP7900
 DP7900'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7900'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7900'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7900'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7900'
 DP7900'THE STATION IS SET IN A DRILL HOLE IN THE CENTER COLUMN OF A CONCRETE
 DP7900'BALUSTRADE WALL AT THE SOUTHWEST END OF FIRST AVENUE ON THE THE
 DP7900'SOUTHWEST SIDE OF RIVERSIDE DRIVE, AT THE SOUTHEAST SIDE OF A CONCRETE
 DP7900'SIDEWALK ON THE EAST SIDE OF THE BULKHEAD FOR THE MANASQUAN INLET.
 DP7900'
 DP7900'THE STATION IS AT THE EXTENDED CENTERLINE OF FIRST AVENUE, 33 FT (10.1
 DP7900'M) SOUTHWEST OF THE CENTERLINE OF RIVERSIDE DRIVE, 33 FT (10.1 M)
 DP7900'NORTHWEST OF THE SOUTHEAST END OF THE WALL, 28.8 FT (8.8 M) SOUTHEAST
 DP7900'OF THE NORTHWEST END OF THE WALL, 13 FT (4.0 M) NORTHEAST OF THE EDGE
 DP7900'OF THE BULKHEAD.  THE STATION IS ABOUT 3 FT (0.9 M) ABOVE THE PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5859 ***********************************************************************
 DP5859  DESIGNATION -  13 C 11
 DP5859  PID         -  DP5859
 DP5859  STATE/COUNTY-  NJ/MONMOUTH
 DP5859  COUNTRY     -  US
 DP5859  USGS QUAD   -  JAMESBURG (2019)
 DP5859
 DP5859                         *CURRENT SURVEY CONTROL
 DP5859  ______________________________________________________________________
 DP5859* NAD 83(1986) POSITION- 40 15 45.11   (N) 074 25 40.56   (W)   HD_HELD1
 DP5859* NAVD 88 ORTHO HEIGHT -    39.940 (meters)      131.04  (feet) ADJUSTED
 DP5859  ______________________________________________________________________
 DP5859  GEOID HEIGHT    -        -32.487 (meters)                     GEOID18
 DP5859  DYNAMIC HEIGHT  -         39.923 (meters)      130.98  (feet) COMP
 DP5859  MODELED GRAVITY -    980,209.5   (mgal)                       NAVD 88
 DP5859
 DP5859  VERT ORDER      -  FIRST     CLASS II
 DP5859
 DP5859.The horizontal coordinates were determined by differentially corrected
 DP5859.hand held GPS observations or other comparable positioning techniques
 DP5859.and have an estimated accuracy of +/- 3 meters.
 DP5859
 DP5859.The orthometric height was determined by differential leveling and
 DP5859.adjusted by the NATIONAL GEODETIC SURVEY
 DP5859.in April 2015.
 DP5859
 DP5859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5859.GEOID18 height accuracy estimate available here.
 DP5859
 DP5859.Click photographs - Photos may exist for this station.
 DP5859
 DP5859.The dynamic height is computed by dividing the NAVD 88
 DP5859.geopotential number by the normal gravity value computed on the
 DP5859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5859.degrees latitude (g = 980.6199 gals.).
 DP5859
 DP5859.The modeled gravity was interpolated from observed gravity values.
 DP5859
 DP5859;                    North         East    Units  Estimated Accuracy
 DP5859;SPC NJ       -   158,664.6     156,129.8     MT  (+/- 3 meters HH1 GPS) 
 DP5859
 DP5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4864457053(NAD 83)
 DP5859
 DP5859                          SUPERSEDED SURVEY CONTROL
 DP5859
 DP5859.No superseded survey control is available for this station.
 DP5859
 DP5859_MARKER: Z = SEE DESCRIPTION
 DP5859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5859_STAMPING: 13 C 11
 DP5859_MARK LOGO: NJDT
 DP5859_PROJECTION: RECESSED 15 CENTIMETERS
 DP5859_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5859+STABILITY: SURFACE MOTION
 DP5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5859+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2014
 DP5859
 DP5859  HISTORY     - Date     Condition        Report By
 DP5859  HISTORY     - UNK      MONUMENTED       NJDT
 DP5859  HISTORY     - 20140414 GOOD             NJGS
 DP5859
 DP5859                          STATION DESCRIPTION
 DP5859
 DP5859'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5859'THE STATION IS A BRASS PLUG IN A CONCRETE MONUMENT LOCATED ABOUT 6.3
 DP5859'MI (10.1 KM) SOUTH OF JAMESBURG, 5.1 MI (8.2 KM) EAST OF HIGHTSTOWN
 DP5859'AND 3.8 MI (6.1 KM) NORTHEAST OF ROOSEVELT, IN MONROE TOWNSHIP.
 DP5859'
 DP5859'TO REACH FROM THE INTERSECTION OF PERRINEVILLE ROAD AND N.J.  ROUTE
 DP5859'33, GO 0.45 MI (0.7 KM) EAST ON ROUTE 33 TO THE STATION ACROSS THE
 DP5859'ROAD ON THE LEFT.  TO REACH FROM THE INTERSECTION OF MILLSTONE ROAD
 DP5859'AND ROUTE 33, GO 0.4 MI (0.6 KM) WEST ON ROUTE 33 TO THE STATION ON
 DP5859'THE RIGHT.
 DP5859'
 DP5859'THE STATION IS 9.5 FT (2.9 M) NORTH OF THE NORTH EDGE OF WESTBOUND
 DP5859'ROUTE 33, 31 FT (9.4 M) NORTH OF THE CENTERLINE OF WESTBOUND ROUTE 33,
 DP5859'84 FT (25.6 M) WEST OF A SIGN (TRAFFIC FINES DOUBLED IN WORK AREA),
 DP5859'138.2 EAST OF THE CENTER OF AN INLET CURB PIECE, 163.8 FT (49.9 M)
 DP5859'WEST OF THE CENTER OF AN INLET CURB PIECE, 120 FT (36.6 M) NORTH AND
 DP5859'ACROSS THE ROAD FROM POLE NUMBER JC205ME, 166.7 FT (50.8 M) NORTHEAST
 DP5859'OF THE WESTERLY OF TWO POLES HOLDING A THREE TRANSFORMER TRAY ON THE
 DP5859'EASTBOUND SIDE OF ROUTE 33.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9988 ***********************************************************************
 DP9988  DESIGNATION -  13 C 12
 DP9988  PID         -  DP9988
 DP9988  STATE/COUNTY-  NJ/MONMOUTH
 DP9988  COUNTRY     -  US
 DP9988  USGS QUAD   -  FARMINGDALE (2016)
 DP9988
 DP9988                         *CURRENT SURVEY CONTROL
 DP9988  ______________________________________________________________________
 DP9988* NAD 83(1986) POSITION- 40 14 52.44   (N) 074 09 17.02   (W)   HD_HELD1
 DP9988* NAVD 88 ORTHO HEIGHT -    43.834 (meters)      143.81  (feet) ADJUSTED
 DP9988  ______________________________________________________________________
 DP9988  GEOID HEIGHT    -        -32.496 (meters)                     GEOID18
 DP9988  DYNAMIC HEIGHT  -         43.815 (meters)      143.75  (feet) COMP
 DP9988  MODELED GRAVITY -    980,202.3   (mgal)                       NAVD 88
 DP9988
 DP9988  VERT ORDER      -  FIRST     CLASS II
 DP9988
 DP9988.The horizontal coordinates were determined by differentially corrected
 DP9988.hand held GPS observations or other comparable positioning techniques
 DP9988.and have an estimated accuracy of +/- 3 meters.
 DP9988
 DP9988.The orthometric height was determined by differential leveling and
 DP9988.adjusted by the NATIONAL GEODETIC SURVEY
 DP9988.in February 2016.
 DP9988
 DP9988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9988.GEOID18 height accuracy estimate available here.
 DP9988
 DP9988.Click photographs - Photos may exist for this station.
 DP9988
 DP9988.The dynamic height is computed by dividing the NAVD 88
 DP9988.geopotential number by the normal gravity value computed on the
 DP9988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9988.degrees latitude (g = 980.6199 gals.).
 DP9988
 DP9988.The modeled gravity was interpolated from observed gravity values.
 DP9988
 DP9988;                    North         East    Units  Estimated Accuracy
 DP9988;SPC NJ       -   157,094.9     179,374.3     MT  (+/- 3 meters HH1 GPS) 
 DP9988
 DP9988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7189155614(NAD 83)
 DP9988
 DP9988                          SUPERSEDED SURVEY CONTROL
 DP9988
 DP9988.No superseded survey control is available for this station.
 DP9988
 DP9988_MARKER: DD = SURVEY DISK
 DP9988_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP9988_SP_SET: OVERPASS ABUTMENT
 DP9988_STAMPING: 13 C 12 2015
 DP9988_MARK LOGO: NJGS
 DP9988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9988+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9988
 DP9988  HISTORY     - Date     Condition        Report By
 DP9988  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9988
 DP9988                          STATION DESCRIPTION
 DP9988
 DP9988'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9988'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF FREEHOLD, 5.8 MI
 DP9988'(9.3 KM) EAST-NORTHEAST OF ADELPHIA AND 3.6 MI (5.8 KM)
 DP9988'NORTH-NORTHEAST OF FARMINGDALE, IN HOWELL TOWNSHIP.
 DP9988'
 DP9988'TO REACH FROM THE INTERSECTION OF TOE NEW JERSEY ROUTE 34 BRIDGE
 DP9988'SPANNING NEW JERSEY ROUTE 18, GO 2.0 MI (3.2 KM) SOUTH-SOUTHEAST ON
 DP9988'ROUTE 34 TO THE STATION ON THE LEFT, STATION IS SET IN A DRILL HOLE IN
 DP9988'THE WEST FACE AT THE SOUTH END OF THE EAST ABUTMENT FOR THE NORMANDY
 DP9988'ROAD AND RAILROAD OVERPASS SPANNING ROUTE 34.
 DP9988'
 DP9988'IT IS 6 FT (1.8 M) NORTH OF THE SOUTH END OF THE ABUTMENT, 52.8 FT
 DP9988'(16.1 M) SOUTH OF THE OVERPASS, 56.3 FT (17.2 M) SOUTHEAST OF THE
 DP9988'SOUTH END OF THE CENTER PIER, 77.5 FT (23.6 M) EAST OF THE CENTERLINE
 DP9988'OF ROUTE 34.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5267 ***********************************************************************
 DR5267  DESIGNATION -  13 C 13
 DR5267  PID         -  DR5267
 DR5267  STATE/COUNTY-  NJ/MONMOUTH
 DR5267  COUNTRY     -  US
 DR5267  USGS QUAD   -  KEYPORT (2016)
 DR5267
 DR5267                         *CURRENT SURVEY CONTROL
 DR5267  ______________________________________________________________________
 DR5267* NAD 83(1986) POSITION- 40 26 18.78   (N) 074 09 21.25   (W)   HD_HELD1
 DR5267* NAVD 88 ORTHO HEIGHT -     4.053 (meters)       13.30  (feet) ADJUSTED
 DR5267  ______________________________________________________________________
 DR5267  GEOID HEIGHT    -        -32.345 (meters)                     GEOID18
 DR5267  DYNAMIC HEIGHT  -          4.051 (meters)       13.29  (feet) COMP
 DR5267  MODELED GRAVITY -    980,222.6   (mgal)                       NAVD 88
 DR5267
 DR5267  VERT ORDER      -  FIRST     CLASS II
 DR5267
 DR5267.The horizontal coordinates were determined by differentially corrected
 DR5267.hand held GPS observations or other comparable positioning techniques
 DR5267.and have an estimated accuracy of +/- 3 meters.
 DR5267
 DR5267.The orthometric height was determined by differential leveling and
 DR5267.adjusted by the NATIONAL GEODETIC SURVEY
 DR5267.in July 2020.
 DR5267
 DR5267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5267.GEOID18 height accuracy estimate available here.
 DR5267
 DR5267.Click photographs - Photos may exist for this station.
 DR5267
 DR5267.The dynamic height is computed by dividing the NAVD 88
 DR5267.geopotential number by the normal gravity value computed on the
 DR5267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5267.degrees latitude (g = 980.6199 gals.).
 DR5267
 DR5267.The modeled gravity was interpolated from observed gravity values.
 DR5267
 DR5267;                    North         East    Units  Estimated Accuracy
 DR5267;SPC NJ       -   178,262.5     179,192.1     MT  (+/- 3 meters HH1 GPS) 
 DR5267
 DR5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7158976775(NAD 83)
 DR5267
 DR5267                          SUPERSEDED SURVEY CONTROL
 DR5267
 DR5267.No superseded survey control is available for this station.
 DR5267
 DR5267_MARKER: DD = SURVEY DISK
 DR5267_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5267_SP_SET: ELECTRICAL BOX FOUNDATION
 DR5267_STAMPING: 13 C 13 2018
 DR5267_MARK LOGO: NJGS
 DR5267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5267+STABILITY: SURFACE MOTION
 DR5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5267+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 DR5267
 DR5267  HISTORY     - Date     Condition        Report By
 DR5267  HISTORY     - 20180825 MONUMENTED       NJGS
 DR5267
 DR5267                          STATION DESCRIPTION
 DR5267
 DR5267'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5267'THE STATION IS 7.6 MI (12.2 KM) EAST-SOUTHEAST OF SOUTH AMBOY, 7.5 MI
 DR5267'(12.1 KM) SOUTHEAST OF PERTH AMBOY AND 2.4 MI (3.9 KM) EAST OF
 DR5267'KEYPORT, IN THE BOROUGH OF UNION BEACH.
 DR5267'
 DR5267'THE STATION IS ON THE NORTHWEST CORNER OF THE JUNCTION OF NEW JERSEY
 DR5267'STATE ROUTE 36 AND ROSE LANE, SET IN A DRILL HOLE IN THE NORTHWEST
 DR5267'CORNER OF A NJDOT ELECTRICAL MANHOLE.
 DR5267'
 DR5267'THE STATION IS 45.5 FT (13.9 M) EAST-NORTHEAST OF POLE NUMBER
 DR5267'JU594UNB, 25 FT (7.6 M) EAST-SOUTHEAST OF A BELL TELEPHONE MANHOLE,
 DR5267'6.4 FT (2.0 M) NORTH OF THE NJ ROUTE 36 CURB, 11.8 FT (3.6 M) WEST OF
 DR5267'THE CURB OF ROSE LANE, 8.8 FT (2.7 M) EAST-NORTHEAST OF A SIGN (PED
 DR5267'X-ING).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5334 ***********************************************************************
 DR5334  DESIGNATION -  13 C 14
 DR5334  PID         -  DR5334
 DR5334  STATE/COUNTY-  NJ/MONMOUTH
 DR5334  COUNTRY     -  US
 DR5334  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5334
 DR5334                         *CURRENT SURVEY CONTROL
 DR5334  ______________________________________________________________________
 DR5334* NAD 83(1986) POSITION- 40 23 50.47   (N) 073 58 35.42   (W)   HD_HELD1
 DR5334* NAVD 88 ORTHO HEIGHT -    11.303 (meters)       37.08  (feet) ADJUSTED
 DR5334  ______________________________________________________________________
 DR5334  GEOID HEIGHT    -        -32.599 (meters)                     GEOID18
 DR5334  DYNAMIC HEIGHT  -         11.298 (meters)       37.07  (feet) COMP
 DR5334  MODELED GRAVITY -    980,185.8   (mgal)                       NAVD 88
 DR5334
 DR5334  VERT ORDER      -  FIRST     CLASS II
 DR5334
 DR5334.The horizontal coordinates were determined by differentially corrected
 DR5334.hand held GPS observations or other comparable positioning techniques
 DR5334.and have an estimated accuracy of +/- 3 meters.
 DR5334
 DR5334.The orthometric height was determined by differential leveling and
 DR5334.adjusted by the NATIONAL GEODETIC SURVEY
 DR5334.in July 2020.
 DR5334
 DR5334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5334.GEOID18 height accuracy estimate available here.
 DR5334
 DR5334.Click photographs - Photos may exist for this station.
 DR5334
 DR5334.The dynamic height is computed by dividing the NAVD 88
 DR5334.geopotential number by the normal gravity value computed on the
 DR5334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5334.degrees latitude (g = 980.6199 gals.).
 DR5334
 DR5334.The modeled gravity was interpolated from observed gravity values.
 DR5334
 DR5334;                    North         East    Units  Estimated Accuracy
 DR5334;SPC NJ       -   173,763.0     194,438.7     MT  (+/- 3 meters HH1 GPS) 
 DR5334
 DR5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8685772363(NAD 83)
 DR5334
 DR5334                          SUPERSEDED SURVEY CONTROL
 DR5334
 DR5334.No superseded survey control is available for this station.
 DR5334
 DR5334_MARKER: DD = SURVEY DISK
 DR5334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR5334_SP_SET: PEDESTRIAN BRIDGE SIDEWALK
 DR5334_STAMPING: 13 C 14 2018
 DR5334_MARK LOGO: NJGS
 DR5334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5334+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DR5334
 DR5334  HISTORY     - Date     Condition        Report By
 DR5334  HISTORY     - 20181002 MONUMENTED       NJGS
 DR5334
 DR5334                          STATION DESCRIPTION
 DR5334
 DR5334'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5334'THE MARK IS LOCATED ABOUT 12.4 MI (20.0 KM) NORTH OF ASBURY PARK, 12.0
 DR5334'MI (19.3 KM) EAST-SOUTHEAST OF KEYPORT AND 6.5 MI (10.5 KM) NORTH OF
 DR5334'LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5334'
 DR5334'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK AT THE NORTHWEST
 DR5334'ANGLE POINT FOR AN OVERHEAD SIDEWALK LEADING FROM THE GROUND LEVEL,
 DR5334'SOUTH OF GATEWAY RECREATION AREA, TO THE WALKWAY OVER THE ENTRANCE
 DR5334'ROAD LEADING TO THE GATEWAY RECREATION AREA TO THE NEW JERSEY STATE
 DR5334'ROUTE 36 BRIDGE SPANNING THE SHREWSBURY RIVER.
 DR5334'
 DR5334'THE STATION IS 2 FT (0.6 M) SOUTH OF THE NORTH CONCRETE PEDESTRIAN
 DR5334'RAIL BASE, 3 FT (0.9 M) EAST OF THE WEST CONCRETE PEDESTRIAN RAIL
 DR5334'BASE, 3.5 FT (1.1 M) SOUTHWEST OF A PEDESTRIAN LIGHT BASE, ABOUT 250
 DR5334'FT (76.2 M) WEST OF THE CENTERLINE OF THE ENTRANCE AND EXIT LANES INTO
 DR5334'THE RECREATION AREA, 2.5 FT (0.8 M) SOUTHEAST OF THE INSIDE ANGLE
 DR5334'POINT OF THE CONCRETE PEDESTRIAN RAIL BASE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5290 ***********************************************************************
 DR5290  DESIGNATION -  13 C 15
 DR5290  PID         -  DR5290
 DR5290  STATE/COUNTY-  NJ/MONMOUTH
 DR5290  COUNTRY     -  US
 DR5290  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5290
 DR5290                         *CURRENT SURVEY CONTROL
 DR5290  ______________________________________________________________________
 DR5290* NAD 83(1986) POSITION- 40 20 12.50   (N) 074 05 48.74   (W)   HD_HELD1
 DR5290* NAVD 88 ORTHO HEIGHT -    17.832 (meters)       58.50  (feet) ADJUSTED
 DR5290  ______________________________________________________________________
 DR5290  GEOID HEIGHT    -        -32.468 (meters)                     GEOID18
 DR5290  DYNAMIC HEIGHT  -         17.824 (meters)       58.48  (feet) COMP
 DR5290  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 DR5290
 DR5290  VERT ORDER      -  FIRST     CLASS II
 DR5290
 DR5290.The horizontal coordinates were determined by differentially corrected
 DR5290.hand held GPS observations or other comparable positioning techniques
 DR5290.and have an estimated accuracy of +/- 3 meters.
 DR5290
 DR5290.The orthometric height was determined by differential leveling and
 DR5290.adjusted by the NATIONAL GEODETIC SURVEY
 DR5290.in July 2020.
 DR5290
 DR5290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5290.GEOID18 height accuracy estimate available here.
 DR5290
 DR5290.Click photographs - Photos may exist for this station.
 DR5290
 DR5290.The dynamic height is computed by dividing the NAVD 88
 DR5290.geopotential number by the normal gravity value computed on the
 DR5290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5290.degrees latitude (g = 980.6199 gals.).
 DR5290
 DR5290.The modeled gravity was interpolated from observed gravity values.
 DR5290
 DR5290;                    North         East    Units  Estimated Accuracy
 DR5290;SPC NJ       -   166,986.8     184,251.5     MT  (+/- 3 meters HH1 GPS) 
 DR5290
 DR5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7671165531(NAD 83)
 DR5290
 DR5290                          SUPERSEDED SURVEY CONTROL
 DR5290
 DR5290.No superseded survey control is available for this station.
 DR5290
 DR5290_MARKER: DD = SURVEY DISK
 DR5290_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5290+WITH SETTING: PAVEMENT
 DR5290_SP_SET: TRAFFIC SIGNAL BASE
 DR5290_STAMPING: 13 D 15 2018
 DR5290_MARK LOGO: NJGS
 DR5290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5290+STABILITY: SURFACE MOTION
 DR5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5290+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5290
 DR5290  HISTORY     - Date     Condition        Report By
 DR5290  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5290
 DR5290                          STATION DESCRIPTION
 DR5290
 DR5290'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5290'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF KEYPORT, 8.0
 DR5290'MI (12.9 KM) EAST OF MARLBORO AND 5.9 MI (9.5 KM) WEST-NORTHWEST OF
 DR5290'LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5290'
 DR5290'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 DR5290'TRAFFIC SIGNAL BASE ON THE NORTHWEST CORNER OF THE JUNCTION OF HALF
 DR5290'MILE ROAD AND NEWMAN SPRINGS ROAD (COUNTY ROUTE 520).
 DR5290'
 DR5290'THE STATION IS 43.2 FT (13.2 M) NORTHWEST OF THE CENTERLINE OF HALF
 DR5290'MILE ROAD, 18.8 FT (5.7 M) SOUTH-SOUTHEAST OF THE EASTERLY MOST POST
 DR5290'FOR A SIGN STRUCTURE (ACADEMY LINCROFT TRANSPORT CENTER), 3.6 FT (1.1
 DR5290'M) NORTH-NORTHWEST OF A TRAFFIC JUNCTION BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5368 ***********************************************************************
 DR5368  DESIGNATION -  13 C 16
 DR5368  PID         -  DR5368
 DR5368  STATE/COUNTY-  NJ/MONMOUTH
 DR5368  COUNTRY     -  US
 DR5368  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5368
 DR5368                         *CURRENT SURVEY CONTROL
 DR5368  ______________________________________________________________________
 DR5368* NAD 83(1986) POSITION- 40 24 15.46   (N) 074 00 02.17   (W)   HD_HELD1
 DR5368* NAVD 88 ORTHO HEIGHT -    35.568 (meters)      116.69  (feet) ADJUSTED
 DR5368  ______________________________________________________________________
 DR5368  GEOID HEIGHT    -        -32.548 (meters)                     GEOID18
 DR5368  DYNAMIC HEIGHT  -         35.553 (meters)      116.64  (feet) COMP
 DR5368  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 DR5368
 DR5368  VERT ORDER      -  FIRST     CLASS II
 DR5368
 DR5368.The horizontal coordinates were determined by differentially corrected
 DR5368.hand held GPS observations or other comparable positioning techniques
 DR5368.and have an estimated accuracy of +/- 3 meters.
 DR5368
 DR5368.The orthometric height was determined by differential leveling and
 DR5368.adjusted by the NATIONAL GEODETIC SURVEY
 DR5368.in July 2020.
 DR5368
 DR5368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5368.GEOID18 height accuracy estimate available here.
 DR5368
 DR5368.Click photographs - Photos may exist for this station.
 DR5368
 DR5368.The dynamic height is computed by dividing the NAVD 88
 DR5368.geopotential number by the normal gravity value computed on the
 DR5368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5368.degrees latitude (g = 980.6199 gals.).
 DR5368
 DR5368.The modeled gravity was interpolated from observed gravity values.
 DR5368
 DR5368;                    North         East    Units  Estimated Accuracy
 DR5368;SPC NJ       -   174,521.9     192,388.7     MT  (+/- 3 meters HH1 GPS) 
 DR5368
 DR5368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8480373110(NAD 83)
 DR5368
 DR5368                          SUPERSEDED SURVEY CONTROL
 DR5368
 DR5368.No superseded survey control is available for this station.
 DR5368
 DR5368_MARKER: DD = SURVEY DISK
 DR5368_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5368_SP_SET: ELECTRICAL MANHOLE RIM
 DR5368_STAMPING: 13 C 16 2018
 DR5368_MARK LOGO: NJGS
 DR5368_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5368+STABILITY: SURFACE MOTION
 DR5368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5368+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2018
 DR5368
 DR5368  HISTORY     - Date     Condition        Report By
 DR5368  HISTORY     - 20180921 MONUMENTED       NJGS
 DR5368
 DR5368                          STATION DESCRIPTION
 DR5368
 DR5368'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5368'THE MARK IS LOCATED ABOUT 12.7 MI (20.4 KM) NORTH OF ASBURY PARK, 10.7
 DR5368'MI (17.2 KM) EAST OF KEYPORT AND 6.9 MI (11.1 KM) NORTH OF LONG
 DR5368'BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5368'
 DR5368'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 DR5368'RECTANGULAR ELECTRICAL MAN HOLE JUNCTION BOX ON THE NORTHWEST CORNER
 DR5368'OF THE JUNCTION OF NEW JERSEY STATE HIGHWAY 36 AND LINDEN AVENUE.
 DR5368'
 DR5368'THE STATION IS 7.5 FT (2.3 M) NORTHEAST OF THE NORTH CURB OF NEW
 DR5368'JERSEY STATE HIGHWAY 36, 18 FT (5.5 M) NORTHWEST OF POLE NUMBER
 DR5368'BT255MDT, 8.5 FT (2.6 M) SOUTHEAST OF THE NORTHEAST CORNER OF AN
 DR5368'ELECTRICAL CABINET, 46 FT (14.0 M) SOUTHEAST OF THE NORTHWEST
 DR5368'BILLBOARD SIGN (NUMBER 6569) LEG, 63 FT (19.2 M) NORTHWEST OF THE
 DR5368'CENTERLINE OF LINDEN AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6292 ***********************************************************************
 KV6292  DESIGNATION -  13 C 2
 KV6292  PID         -  KV6292
 KV6292  STATE/COUNTY-  NJ/MONMOUTH
 KV6292  COUNTRY     -  US
 KV6292  USGS QUAD   -  FARMINGDALE (2016)
 KV6292
 KV6292                         *CURRENT SURVEY CONTROL
 KV6292  ______________________________________________________________________
 KV6292* NAD 83(1986) POSITION- 40 10 01.     (N) 074 12 26.     (W)   SCALED
 KV6292* NAVD 88 ORTHO HEIGHT -    34.452 (meters)      113.03  (feet) ADJUSTED
 KV6292  ______________________________________________________________________
 KV6292  GEOID HEIGHT    -        -32.595 (meters)                     GEOID18
 KV6292  DYNAMIC HEIGHT  -         34.437 (meters)      112.98  (feet) COMP
 KV6292  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 KV6292
 KV6292  VERT ORDER      -  FIRST     CLASS II
 KV6292
 KV6292.The horizontal coordinates were scaled from a map and have
 KV6292.an estimated accuracy of +/- 6 seconds.
 KV6292
 KV6292.The orthometric height was determined by differential leveling and
 KV6292.adjusted by the NATIONAL GEODETIC SURVEY
 KV6292.in June 1991.
 KV6292
 KV6292.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6292.GEOID18 height accuracy estimate available here.
 KV6292
 KV6292.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK675465(NAD 83)
 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
 KV6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6292.See file dsdata.pdf to determine how the superseded data were derived.
 KV6292
 KV6292_MARKER: DD = SURVEY DISK
 KV6292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6943 ***********************************************************************
 KV6943  DESIGNATION -  13 C 3
 KV6943  PID         -  KV6943
 KV6943  STATE/COUNTY-  NJ/MONMOUTH
 KV6943  COUNTRY     -  US
 KV6943  USGS QUAD   -  JAMESBURG (2019)
 KV6943
 KV6943                         *CURRENT SURVEY CONTROL
 KV6943  ______________________________________________________________________
 KV6943* NAD 83(2011) POSITION- 40 16 38.10302(N) 074 22 58.07948(W)   ADJUSTED
 KV6943* NAD 83(2011) ELLIP HT-    -4.908 (meters)        (06/27/12)   ADJUSTED
 KV6943* NAD 83(2011) EPOCH   -  2010.00
 KV6943* NAVD 88 ORTHO HEIGHT -    27.6   (meters)       91.    (feet) GPS OBS
 KV6943  ______________________________________________________________________
 KV6943  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6943  GEOID HEIGHT    -        -32.730 (meters)                     GEOID93
 KV6943  GEOID HEIGHT    -        -32.435 (meters)                     GEOID18
 KV6943  NAD 83(2011) X  -  1,311,817.127 (meters)                     COMP
 KV6943  NAD 83(2011) Y  - -4,692,961.344 (meters)                     COMP
 KV6943  NAD 83(2011) Z  -  4,101,517.249 (meters)                     COMP
 KV6943  LAPLACE CORR    -          3.09  (seconds)                    DEFLEC18
 KV6943
 KV6943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6943  Standards:
 KV6943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6943  -------------------------------------------------------------------
 KV6943  NETWORK    0.61   0.82           0.22   0.27   0.42      0.00213000
 KV6943  -------------------------------------------------------------------
 KV6943  Click here for local accuracies and other accuracy information.
 KV6943
 KV6943.The horizontal coordinates were established by GPS observations
 KV6943.and adjusted by the National Geodetic Survey in June 2012.
 KV6943
 KV6943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6943.been affixed to the stable North American tectonic plate. See 
 KV6943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6943
 KV6943.The horizontal coordinates are valid at the epoch date displayed above
 KV6943.which is a decimal equivalence of Year/Month/Day.
 KV6943
 KV6943.The orthometric height was determined by GPS observations and a
 KV6943.high-resolution geoid model.
 KV6943
 KV6943.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6943.GEOID18 height accuracy estimate available here.
 KV6943
 KV6943.Click photographs - Photos may exist for this station.
 KV6943
 KV6943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6943
 KV6943.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6943
 KV6943.The ellipsoidal height was determined by GPS observations
 KV6943.and is referenced to NAD 83.
 KV6943
 KV6943. The following values were computed from the NAD 83(2011) position.
 KV6943
 KV6943;                    North         East     Units Scale Factor Converg.
 KV6943;SPC NJ       -   160,303.104   159,966.583   MT  0.99990122   +0 04 32.8
 KV6943;SPC NJ       -   525,927.77    524,823.70   sFT  0.99990122   +0 04 32.8
 KV6943;UTM  18      - 4,458,712.797   552,470.496   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5247058712(NAD 83)
 KV6943
 KV6943                          SUPERSEDED SURVEY CONTROL
 KV6943
 KV6943  NAD 83(2007)-  40 16 38.10343(N)    074 22 58.07996(W) AD(2002.00) 0
 KV6943  ELLIP H (02/10/07)   -4.898  (m)                       GP(2002.00)    
 KV6943  ELLIP H (10/23/02)   -4.889  (m)                       GP(       ) 4 1
 KV6943  NAD 83(1996)-  40 16 38.10348(N)    074 22 58.08032(W) AD(       ) 1
 KV6943  ELLIP H (05/14/99)   -4.891  (m)                       GP(       ) 4 1
 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
 KV6943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6943.See file dsdata.pdf to determine how the superseded data were derived.
 KV6943
 KV6943_MARKER: DD = SURVEY DISK
 KV6943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6943_STAMPING: 13 C 3 1991
 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 = JULY 24, 2026 22:12:30 EDT
 KV6959 ***********************************************************************
 KV6959  DESIGNATION -  13 C 4
 KV6959  PID         -  KV6959
 KV6959  STATE/COUNTY-  NJ/MONMOUTH
 KV6959  COUNTRY     -  US
 KV6959  USGS QUAD   -  ADELPHIA (2019)
 KV6959
 KV6959                         *CURRENT SURVEY CONTROL
 KV6959  ______________________________________________________________________
 KV6959* NAD 83(2011) POSITION- 40 13 00.33441(N) 074 20 27.93756(W)   ADJUSTED
 KV6959* NAD 83(2011) ELLIP HT-    14.243 (meters)        (06/27/12)   ADJUSTED
 KV6959* NAD 83(2011) EPOCH   -  2010.00
 KV6959* NAVD 88 ORTHO HEIGHT -    46.6   (meters)      153.    (feet) GPS OBS
 KV6959  ______________________________________________________________________
 KV6959  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6959  GEOID HEIGHT    -        -32.670 (meters)                     GEOID93
 KV6959  GEOID HEIGHT    -        -32.365 (meters)                     GEOID18
 KV6959  NAD 83(2011) X  -  1,316,408.097 (meters)                     COMP
 KV6959  NAD 83(2011) Y  - -4,696,197.922 (meters)                     COMP
 KV6959  NAD 83(2011) Z  -  4,096,402.824 (meters)                     COMP
 KV6959  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 KV6959
 KV6959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6959  Standards:
 KV6959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6959  -------------------------------------------------------------------
 KV6959  NETWORK    0.47   0.67           0.17   0.21   0.34     -0.14697267
 KV6959  -------------------------------------------------------------------
 KV6959  Click here for local accuracies and other accuracy information.
 KV6959
 KV6959.The horizontal coordinates were established by GPS observations
 KV6959.and adjusted by the National Geodetic Survey in June 2012.
 KV6959
 KV6959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6959.been affixed to the stable North American tectonic plate. See 
 KV6959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6959
 KV6959.The horizontal coordinates are valid at the epoch date displayed above
 KV6959.which is a decimal equivalence of Year/Month/Day.
 KV6959
 KV6959.The orthometric height was determined by GPS observations and a
 KV6959.high-resolution geoid model.
 KV6959
 KV6959.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6959.GEOID18 height accuracy estimate available here.
 KV6959
 KV6959.Click photographs - Photos may exist for this station.
 KV6959
 KV6959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6959
 KV6959.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6959
 KV6959.The ellipsoidal height was determined by GPS observations
 KV6959.and is referenced to NAD 83.
 KV6959
 KV6959. The following values were computed from the NAD 83(2011) position.
 KV6959
 KV6959;                    North         East     Units Scale Factor Converg.
 KV6959;SPC NJ       -   153,592.381   163,525.263   MT  0.99990225   +0 06 09.4
 KV6959;SPC NJ       -   503,911.00    536,499.13   sFT  0.99990225   +0 06 09.4
 KV6959;UTM  18      - 4,452,024.022   556,066.002   MT  0.99963869   +0 25 31.6
 KV6959
 KV6959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6959!SPC NJ       -   0.99999777  x   0.99990225  =   0.99990002
 KV6959!UTM  18      -   0.99999777  x   0.99963869  =   0.99963646
 KV6959
 KV6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5606652024(NAD 83)
 KV6959
 KV6959                          SUPERSEDED SURVEY CONTROL
 KV6959
 KV6959  NAD 83(2007)-  40 13 00.33487(N)    074 20 27.93805(W) AD(2002.00) 0
 KV6959  ELLIP H (02/10/07)   14.250  (m)                       GP(2002.00)    
 KV6959  ELLIP H (10/23/02)   14.260  (m)                       GP(       ) 4 1
 KV6959  NAD 83(1996)-  40 13 00.33482(N)    074 20 27.93845(W) AD(       ) 1
 KV6959  ELLIP H (05/14/99)   14.258  (m)                       GP(       ) 4 1
 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
 KV6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6959.See file dsdata.pdf to determine how the superseded data were derived.
 KV6959
 KV6959_MARKER: DD = SURVEY DISK
 KV6959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6959_STAMPING: 13 C 4 1991
 KV6959_MARK LOGO: NJGS
 KV6959_PROJECTION: RECESSED 25 CENTIMETERS
 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 - December 01, 2020
 KV6959
 KV6959  HISTORY     - Date     Condition        Report By
 KV6959  HISTORY     - 1991     MONUMENTED       NJGS
 KV6959  HISTORY     - 19930629 GOOD
 KV6959  HISTORY     - 19980120 GOOD             USPSQD
 KV6959  HISTORY     - 20201201 GOOD             NJGS
 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.
 KV6959
 KV6959                          STATION RECOVERY (2020)
 KV6959
 KV6959'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6959'THE MARK IS LOCATED IN FREEHOLD TOWNSHIP AT THE FORKED INTERSECTION OF
 KV6959'FREEHOLD SMITHBURG ROAD, COUNTY ROAD 537 AND ELTON ADELPHIA ROAD,
 KV6959'COUNTY ROAD 524.
 KV6959'
 KV6959'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 527 AND
 KV6959'COUNTY ROAD 537 IN SMITHBURG, GO 0.85 MI (1.37 KM) NORTHEAST TO THE
 KV6959'WYE JUNCTION AND THE STATION AHEAD ON THE FORK.
 KV6959'
 KV6959'THE STATION IS 22.3 FT (6.8 M) SOUTH-SOUTHEAST FROM THE SOUTHEAST EDGE
 KV6959'OF PAVING OF COUNTY ROAD 537, 39.7 FT (12.1 M) SOUTH-SOUTHEAST FROM
 KV6959'THE CENTERLINE OF COUNTY ROAD 537, 47.2 FT (14.4 M) NORTH-NORTHWEST
 KV6959'FROM THE NORTHWEST EDGE OF PAVING OF COUNTY ROAD 524, 58.7 FT (17.9 M)
 KV6959'NORTH-NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD 524, 77.8 FT (23.7
 KV6959'M) NORTH-NORTHWEST FROM POLE NUMBER BT 3421, 113 FT (34.4 M) EAST FROM
 KV6959'CENTER OF DOUBLE E INLET AT WYE INTERSECTION AND 232 FT (70.7 M) WEST
 KV6959'FROM THE EXTENDED CENTERLINE OF SHIRA LANE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6960 ***********************************************************************
 KV6960  DESIGNATION -  13 C 5
 KV6960  PID         -  KV6960
 KV6960  STATE/COUNTY-  NJ/MONMOUTH
 KV6960  COUNTRY     -  US
 KV6960  USGS QUAD   -  FARMINGDALE (2016)
 KV6960
 KV6960                         *CURRENT SURVEY CONTROL
 KV6960  ______________________________________________________________________
 KV6960* NAD 83(2011) POSITION- 40 13 35.90396(N) 074 08 46.42557(W)   ADJUSTED
 KV6960* NAD 83(2011) ELLIP HT-     1.655 (meters)        (06/27/12)   ADJUSTED
 KV6960* NAD 83(2011) EPOCH   -  2010.00
 KV6960* NAVD 88 ORTHO HEIGHT -    34.224 (meters)      112.28  (feet) ADJUSTED
 KV6960  ______________________________________________________________________
 KV6960  GEOID HEIGHT    -        -32.560 (meters)                     GEOID18
 KV6960  NAD 83(2011) X  -  1,332,176.180 (meters)                     COMP
 KV6960  NAD 83(2011) Y  - -4,691,002.876 (meters)                     COMP
 KV6960  NAD 83(2011) Z  -  4,097,232.398 (meters)                     COMP
 KV6960  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 KV6960  DYNAMIC HEIGHT  -         34.209 (meters)      112.23  (feet) COMP
 KV6960  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 KV6960
 KV6960  VERT ORDER      -  FIRST     CLASS II
 KV6960
 KV6960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6960  Standards:
 KV6960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6960  -------------------------------------------------------------------
 KV6960  NETWORK    0.28   0.45           0.12   0.11   0.23     -0.05532593
 KV6960  -------------------------------------------------------------------
 KV6960  Click here for local accuracies and other accuracy information.
 KV6960
 KV6960.The horizontal coordinates were established by GPS observations
 KV6960.and adjusted by the National Geodetic Survey in June 2012.
 KV6960
 KV6960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6960.been affixed to the stable North American tectonic plate. See 
 KV6960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6960
 KV6960.The horizontal coordinates are valid at the epoch date displayed above
 KV6960.which is a decimal equivalence of Year/Month/Day.
 KV6960
 KV6960.The orthometric height was determined by differential leveling and
 KV6960.adjusted by the NATIONAL GEODETIC SURVEY
 KV6960.in February 2016.
 KV6960
 KV6960.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6960.GEOID18 height accuracy estimate available here.
 KV6960
 KV6960.Click photographs - Photos may exist for this station.
 KV6960
 KV6960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6960
 KV6960.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6960
 KV6960.The ellipsoidal height was determined by GPS observations
 KV6960.and is referenced to NAD 83.
 KV6960
 KV6960.The dynamic height is computed by dividing the NAVD 88
 KV6960.geopotential number by the normal gravity value computed on the
 KV6960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6960.degrees latitude (g = 980.6199 gals.).
 KV6960
 KV6960.The modeled gravity was interpolated from observed gravity values.
 KV6960
 KV6960. The following values were computed from the NAD 83(2011) position.
 KV6960
 KV6960;                    North         East     Units Scale Factor Converg.
 KV6960;SPC NJ       -   154,737.300   180,106.750   MT  0.99991115   +0 13 42.5
 KV6960;SPC NJ       -   507,667.29    590,900.23   sFT  0.99991115   +0 13 42.5
 KV6960;UTM  18      - 4,453,262.051   572,636.549   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7263653262(NAD 83)
 KV6960
 KV6960                          SUPERSEDED SURVEY CONTROL
 KV6960
 KV6960  NAD 83(2007)-  40 13 35.90438(N)    074 08 46.42603(W) AD(2002.00) 0
 KV6960  ELLIP H (02/10/07)    1.662  (m)                       GP(2002.00)    
 KV6960  ELLIP H (10/23/02)    1.678  (m)                       GP(       ) 4 1
 KV6960  NAD 83(1996)-  40 13 35.90423(N)    074 08 46.42606(W) AD(       ) 1
 KV6960  ELLIP H (05/14/99)    1.663  (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)    1.738  (m)                       GP(       ) 3 1
 KV6960  NAD 83(1986)-  40 13 35.90530(N)    074 08 46.42884(W) AD(       ) 1
 KV6960  NAVD 88 (05/22/95)   34.3    (m)  UNKNOWN  model used  GPS OBS        
 KV6960  NAVD 88 (02/25/94)   34.3    (m)  GEOID93  model used  GPS OBS        
 KV6960
 KV6960.Superseded values are not recommended for survey control.
 KV6960
 KV6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6960.See file dsdata.pdf to determine how the superseded data were derived.
 KV6960
 KV6960_MARKER: DD = SURVEY DISK
 KV6960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6960_STAMPING: 13 C 5 1993
 KV6960_MARK LOGO: NJGS
 KV6960_PROJECTION: RECESSED 5 CENTIMETERS
 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 - March 17, 2015
 KV6960
 KV6960  HISTORY     - Date     Condition        Report By
 KV6960  HISTORY     - 1993     MONUMENTED       NJGS
 KV6960  HISTORY     - 19931124 GOOD             NJGS
 KV6960  HISTORY     - 20011015 GOOD             NJGS
 KV6960  HISTORY     - 20150317 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.
 KV6960
 KV6960                          STATION RECOVERY (2015)
 KV6960
 KV6960'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6960'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9901 ***********************************************************************
 DG9901  DESIGNATION -  13 C 6
 DG9901  PID         -  DG9901
 DG9901  STATE/COUNTY-  NJ/MONMOUTH
 DG9901  COUNTRY     -  US
 DG9901  USGS QUAD   -  SANDY HOOK EAST (2019)
 DG9901
 DG9901                         *CURRENT SURVEY CONTROL
 DG9901  ______________________________________________________________________
 DG9901* NAD 83(1986) POSITION- 40 24 27.29   (N) 073 58 40.58   (W)   HD_HELD1
 DG9901* NAVD 88 ORTHO HEIGHT -     4.781 (meters)       15.69  (feet) ADJUSTED
 DG9901  ______________________________________________________________________
 DG9901  GEOID HEIGHT    -        -32.581 (meters)                     GEOID18
 DG9901  DYNAMIC HEIGHT  -          4.778 (meters)       15.68  (feet) COMP
 DG9901  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 DG9901
 DG9901  VERT ORDER      -  FIRST     CLASS II
 DG9901
 DG9901.The horizontal coordinates were determined by differentially corrected
 DG9901.hand held GPS observations or other comparable positioning techniques
 DG9901.and have an estimated accuracy of +/- 3 meters.
 DG9901
 DG9901.The orthometric height was determined by differential leveling and
 DG9901.adjusted by the NATIONAL GEODETIC SURVEY
 DG9901.in May 2006.
 DG9901
 DG9901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9901.GEOID18 height accuracy estimate available here.
 DG9901
 DG9901.Click photographs - Photos may exist for this station.
 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       -   174,897.9     194,310.3     MT  (+/- 3 meters HH1 GPS) 
 DG9901
 DG9901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8672273497(NAD 83)
 DG9901
 DG9901                          SUPERSEDED SURVEY CONTROL
 DG9901
 DG9901.No superseded survey control is available for this station.
 DG9901
 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 - November 22, 2017
 DG9901
 DG9901  HISTORY     - Date     Condition        Report By
 DG9901  HISTORY     - 20030523 MONUMENTED       NJGS
 DG9901  HISTORY     - 20160328 GOOD             INDIV
 DG9901  HISTORY     - 20171122 GOOD             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 .
 DG9901
 DG9901                          STATION RECOVERY (2016)
 DG9901
 DG9901'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RAL)
 DG9901'RECOVERED IN GOOD CONDITION.
 DG9901
 DG9901                          STATION RECOVERY (2017)
 DG9901
 DG9901'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JBV)
 DG9901'RECOVERED AS DESCRIBED.
 DG9901'
 DG9901'THE STATION IS ALSO APPROXIMATELY 260 FT (79.2 M) NORTH OF THE NORTH
 DG9901'WALL OF THE BATHROOM, 145 FT (44.2 M) SOUTH OF THE SOUTH FACE OF
 DG9901'WALKWAY OVER CONCRETE WALL, 35 FT (10.7 M) NORTH OF THE CENTERLINE OF
 DG9901'A VEHICLE BEACH-ACCESS ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6980 ***********************************************************************
 DM6980  DESIGNATION -  13 C 7
 DM6980  PID         -  DM6980
 DM6980  STATE/COUNTY-  NJ/MONMOUTH
 DM6980  COUNTRY     -  US
 DM6980  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6980
 DM6980                         *CURRENT SURVEY CONTROL
 DM6980  ______________________________________________________________________
 DM6980* NAD 83(1986) POSITION- 40 17 05.     (N) 073 59 02.     (W)   SCALED
 DM6980* NAVD 88 ORTHO HEIGHT -     8.621 (meters)       28.28  (feet) ADJUSTED
 DM6980  ______________________________________________________________________
 DM6980  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 DM6980  DYNAMIC HEIGHT  -          8.618 (meters)       28.27  (feet) COMP
 DM6980  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 DM6980
 DM6980  VERT ORDER      -  FIRST     CLASS II
 DM6980
 DM6980.The horizontal coordinates were scaled from a map and have
 DM6980.an estimated accuracy of +/- 6 seconds.
 DM6980
 DM6980.The orthometric height was determined by differential leveling and
 DM6980.adjusted by the NATIONAL GEODETIC SURVEY
 DM6980.in May 2011.
 DM6980
 DM6980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6980.GEOID18 height accuracy estimate available here.
 DM6980
 DM6980.Click photographs - Photos may exist for this station.
 DM6980
 DM6980.The dynamic height is computed by dividing the NAVD 88
 DM6980.geopotential number by the normal gravity value computed on the
 DM6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6980.degrees latitude (g = 980.6199 gals.).
 DM6980
 DM6980.The modeled gravity was interpolated from observed gravity values.
 DM6980
 DM6980;                    North         East    Units  Estimated Accuracy
 DM6980;SPC NJ       -   161,250.      193,890.      MT  (+/- 180 meters Scaled)
 DM6980
 DM6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK863598(NAD 83)
 DM6980
 DM6980                          SUPERSEDED SURVEY CONTROL
 DM6980
 DM6980.No superseded survey control is available for this station.
 DM6980
 DM6980_MARKER: DD = SURVEY DISK
 DM6980_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6980_SP_SET: ELECTRICAL JUNCTION BOX
 DM6980_STAMPING: 13 C 7 2008
 DM6980_MARK LOGO: NJGS
 DM6980_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6980+STABILITY: SURFACE MOTION
 DM6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6980+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM6980
 DM6980  HISTORY     - Date     Condition        Report By
 DM6980  HISTORY     - 20080507 MONUMENTED       NJGS
 DM6980
 DM6980                          STATION DESCRIPTION
 DM6980
 DM6980'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6980'THE STATION IS LOCATED IN LONG BRANCH, SET IN A DRILL HOLE IN THE
 DM6980'NORTHEAST CORNER OF THE JUNCTION OF OCEAN BOULEVARD AND BRIGHTON
 DM6980'AVENUE, SET IN A DRILL HOLE IN A RECTANGULAR ELECTRICAL BOX ADJACENT
 DM6980'TO A 4 FT (1.2 M) TALL ALUMINUM BOX NUMBER 25008.
 DM6980'
 DM6980'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6980'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 2.0 MI (3.2 KM) SOUTH ON
 DM6980'OCEAN BOULEVARD TO THE STATION ON THE LEFT.
 DM6980'
 DM6980'THE STATION IS IN FRONT OF THE WACHOVIA BANK, 13.3 FT (4.1 M) EAST OF
 DM6980'THE EAST CURBLINE EXTENDED OF OCEAN AVENUE, 6.3 FT (1.9 M) NORTH OF
 DM6980'THE NORTH CURB OF BRIGHTON AVENUE, 5.7 FT (1.7 M) NORTHEAST OF POLE
 DM6980'NUMBER JC1643LB, 20.1 FT (6.1 M) NORTHWEST OF A POLE WITH NO NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7199 ***********************************************************************
 DM7199  DESIGNATION -  13 C 8
 DM7199  PID         -  DM7199
 DM7199  STATE/COUNTY-  NJ/MONMOUTH
 DM7199  COUNTRY     -  US
 DM7199  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7199
 DM7199                         *CURRENT SURVEY CONTROL
 DM7199  ______________________________________________________________________
 DM7199* NAD 83(1986) POSITION- 40 18 38.     (N) 074 00 13.     (W)   SCALED
 DM7199* NAVD 88 ORTHO HEIGHT -     1.988 (meters)        6.52  (feet) ADJUSTED
 DM7199  ______________________________________________________________________
 DM7199  GEOID HEIGHT    -        -32.691 (meters)                     GEOID18
 DM7199  DYNAMIC HEIGHT  -          1.987 (meters)        6.52  (feet) COMP
 DM7199  MODELED GRAVITY -    980,181.1   (mgal)                       NAVD 88
 DM7199
 DM7199  VERT ORDER      -  FIRST     CLASS II
 DM7199
 DM7199.The horizontal coordinates were scaled from a map and have
 DM7199.an estimated accuracy of +/- 6 seconds.
 DM7199
 DM7199.The orthometric height was determined by differential leveling and
 DM7199.adjusted by the NATIONAL GEODETIC SURVEY
 DM7199.in May 2011.
 DM7199
 DM7199.No vertical observational check was made to the station.
 DM7199
 DM7199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7199.GEOID18 height accuracy estimate available here.
 DM7199
 DM7199.Click photographs - Photos may exist for this station.
 DM7199
 DM7199.The dynamic height is computed by dividing the NAVD 88
 DM7199.geopotential number by the normal gravity value computed on the
 DM7199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7199.degrees latitude (g = 980.6199 gals.).
 DM7199
 DM7199.The modeled gravity was interpolated from observed gravity values.
 DM7199
 DM7199;                    North         East    Units  Estimated Accuracy
 DM7199;SPC NJ       -   164,110.      192,190.      MT  (+/- 180 meters Scaled)
 DM7199
 DM7199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK846627(NAD 83)
 DM7199
 DM7199                          SUPERSEDED SURVEY CONTROL
 DM7199
 DM7199.No superseded survey control is available for this station.
 DM7199
 DM7199_MARKER: DD = SURVEY DISK
 DM7199_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7199_SP_SET: BRIDGE ABUTMENT
 DM7199_STAMPING: 13 C 8 2008
 DM7199_MARK LOGO: NJGS
 DM7199_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7199+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM7199
 DM7199  HISTORY     - Date     Condition        Report By
 DM7199  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7199
 DM7199                          STATION DESCRIPTION
 DM7199
 DM7199'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7199'THE STATION IS LOCATED IN THE CITY OF LONG BRANCH, SET IN A DRILL HOLE
 DM7199'IN THE WEST END OF A CONCRETE CULVERT (0-30) ON THE NORTH SIDE OF
 DM7199'ATLANTIC AVENUE, SPANNING LANES CREEK.
 DM7199'
 DM7199'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (NJ STATE
 DM7199'ROUTE 36) AND BRANCHPORT AVENUE (COUNTY ROUTE 29) GO 0.3 MI (0.5 KM)
 DM7199'NORTH ON BRANCHPORT AVENUE TO THE JUNCTION WITH ATLANTIC AVENUE.  TURN
 DM7199'RIGHT AND GO 0.1 MI (0.2 KM) EAST ON ATLANTIC AVENUE TO THE STATION ON
 DM7199'THE LEFT.
 DM7199'
 DM7199'THE STATION IS BEHIND THE GUIDE RAIL, 16.7 FT (5.1 M) EAST OF THE
 DM7199'CENTER OF THE BRIDGE, 106.7 FT (32.5 M) WEST OF POLE NUMBER BT30555LB,
 DM7199'6.0 FT (1.8 M) NORTH OF THE NORTH CURB OF ATLANTIC AVENUE, 26.0 FT
 DM7199'(7.9 M) NORTH OF THE CENTERLINE OF ATLANTIC AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7990 ***********************************************************************
 DP7990  DESIGNATION -  13 C 9
 DP7990  PID         -  DP7990
 DP7990  STATE/COUNTY-  NJ/MONMOUTH
 DP7990  COUNTRY     -  US
 DP7990  USGS QUAD   -  POINT PLEASANT (2019)
 DP7990
 DP7990                         *CURRENT SURVEY CONTROL
 DP7990  ______________________________________________________________________
 DP7990* NAD 83(1986) POSITION- 40 06 14.94   (N) 074 03 11.50   (W)   HD_HELD1
 DP7990* NAVD 88 ORTHO HEIGHT -    12.939 (meters)       42.45  (feet) ADJUSTED
 DP7990  ______________________________________________________________________
 DP7990  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 DP7990  DYNAMIC HEIGHT  -         12.932 (meters)       42.43  (feet) COMP
 DP7990  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 DP7990
 DP7990  VERT ORDER      -  FIRST     CLASS II
 DP7990
 DP7990.The horizontal coordinates were determined by differentially corrected
 DP7990.hand held GPS observations or other comparable positioning techniques
 DP7990.and have an estimated accuracy of +/- 3 meters.
 DP7990
 DP7990.The orthometric height was determined by differential leveling and
 DP7990.adjusted by the NATIONAL GEODETIC SURVEY
 DP7990.in September 2015.
 DP7990
 DP7990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7990.GEOID18 height accuracy estimate available here.
 DP7990
 DP7990.Click photographs - Photos may exist for this station.
 DP7990
 DP7990.The dynamic height is computed by dividing the NAVD 88
 DP7990.geopotential number by the normal gravity value computed on the
 DP7990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7990.degrees latitude (g = 980.6199 gals.).
 DP7990
 DP7990.The modeled gravity was interpolated from observed gravity values.
 DP7990
 DP7990;                    North         East    Units  Estimated Accuracy
 DP7990;SPC NJ       -   141,173.3     188,092.7     MT  (+/- 3 meters HH1 GPS) 
 DP7990
 DP7990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8069639746(NAD 83)
 DP7990
 DP7990                          SUPERSEDED SURVEY CONTROL
 DP7990
 DP7990.No superseded survey control is available for this station.
 DP7990
 DP7990_MARKER: DD = SURVEY DISK
 DP7990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7990_SP_SET: BRIDGETENDER BUILDING FOUNDATION
 DP7990_STAMPING: 13 C 9 2012
 DP7990_MARK LOGO: NJGS
 DP7990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP7990+STABILITY: POSITION/ELEVATION WELL
 DP7990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7990+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2012
 DP7990
 DP7990  HISTORY     - Date     Condition        Report By
 DP7990  HISTORY     - 20120618 MONUMENTED       NJGS
 DP7990
 DP7990                          STATION DESCRIPTION
 DP7990
 DP7990'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7990'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHWEST OF
 DP7990'ASBURY PARK, 1.7 MI (2.7 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 0.9
 DP7990'MI (1.4 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.  THE STATION IS
 DP7990'LOCATED IN THE BOROUGH OF BRIELLE.
 DP7990'
 DP7990'THE STATION IS ON THE NORTHEAST SIDE OF STATE HIGHWAY 35, SET FLUSH IN
 DP7990'A DRILL HOLE AT THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION, THAT
 DP7990'IS LEVEL WITH THE BRIDGE SIDEWALK, OF THE NORTHEAST BRIDGE TENDER
 DP7990'HOUSE OF THE MOVABLE BRIDGE CARRYING STATE HIGHWAY 35 OVER THE
 DP7990'MANASQUAN RIVER (STRUCTURE NO. 1506 152, MILEPOST 14.61).
 DP7990'
 DP7990'THE STATION IS 7.2 FT (2.2 M) EAST FROM THE EAST CURB OF STATE HIGHWAY
 DP7990'35 NORTHBOUND LANES, 2.5 FT (0.8 M) WEST FROM THE NORTHWEST CORNER OF
 DP7990'THE NORTHEAST BRIDGE TENDER HOUSE, 72.0 FT (21.9 M) NORTH FROM THE
 DP7990'CENTER OF THE MOVABLE LIFT SPAN AND 9.0 FT (2.7 M) SOUTH-SOUTHWEST
 DP7990'FROM ALUMINUM LIGHT POLE NUMBER CN239.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6222 ***********************************************************************
 KV6222  DESIGNATION -  13 D 1
 KV6222  PID         -  KV6222
 KV6222  STATE/COUNTY-  NJ/MONMOUTH
 KV6222  COUNTRY     -  US
 KV6222  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6222
 KV6222                         *CURRENT SURVEY CONTROL
 KV6222  ______________________________________________________________________
 KV6222* NAD 83(2011) POSITION- 40 21 46.99230(N) 074 06 42.86677(W)   ADJUSTED
 KV6222* NAD 83(2011) ELLIP HT-   -10.361 (meters)        (06/27/12)   ADJUSTED
 KV6222* NAD 83(2011) EPOCH   -  2010.00
 KV6222* NAVD 88 ORTHO HEIGHT -    22.1   (meters)       73.    (feet) GPS OBS
 KV6222  ______________________________________________________________________
 KV6222  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6222  GEOID HEIGHT    -        -32.700 (meters)                     GEOID93
 KV6222  GEOID HEIGHT    -        -32.412 (meters)                     GEOID18
 KV6222  NAD 83(2011) X  -  1,332,301.702 (meters)                     COMP
 KV6222  NAD 83(2011) Y  - -4,680,773.308 (meters)                     COMP
 KV6222  NAD 83(2011) Z  -  4,108,777.931 (meters)                     COMP
 KV6222  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 KV6222
 KV6222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6222  Standards:
 KV6222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6222  -------------------------------------------------------------------
 KV6222  NETWORK    0.42   0.69           0.18   0.16   0.35      0.00832042
 KV6222  -------------------------------------------------------------------
 KV6222  Click here for local accuracies and other accuracy information.
 KV6222
 KV6222.The horizontal coordinates were established by GPS observations
 KV6222.and adjusted by the National Geodetic Survey in June 2012.
 KV6222
 KV6222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6222.been affixed to the stable North American tectonic plate. See 
 KV6222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6222
 KV6222.The horizontal coordinates are valid at the epoch date displayed above
 KV6222.which is a decimal equivalence of Year/Month/Day.
 KV6222
 KV6222.The orthometric height was determined by GPS observations and a
 KV6222.high-resolution geoid model.
 KV6222
 KV6222.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6222.GEOID18 height accuracy estimate available here.
 KV6222
 KV6222.Click photographs - Photos may exist for this station.
 KV6222
 KV6222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6222
 KV6222.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6222
 KV6222.The ellipsoidal height was determined by GPS observations
 KV6222.and is referenced to NAD 83.
 KV6222
 KV6222. The following values were computed from the NAD 83(2011) position.
 KV6222
 KV6222;                    North         East     Units Scale Factor Converg.
 KV6222;SPC NJ       -   169,895.443   182,961.286   MT  0.99991337   +0 15 04.8
 KV6222;SPC NJ       -   557,398.63    600,265.49   sFT  0.99991337   +0 15 04.8
 KV6222;UTM  18      - 4,468,432.350   575,404.807   MT  0.99966999   +0 34 30.7
 KV6222
 KV6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6222!SPC NJ       -   1.00000163  x   0.99991337  =   0.99991500
 KV6222!UTM  18      -   1.00000163  x   0.99966999  =   0.99967161
 KV6222
 KV6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7540468432(NAD 83)
 KV6222
 KV6222                          SUPERSEDED SURVEY CONTROL
 KV6222
 KV6222  NAD 83(2007)-  40 21 46.99270(N)    074 06 42.86723(W) AD(2002.00) 0
 KV6222  ELLIP H (02/10/07)  -10.348  (m)                       GP(2002.00)    
 KV6222  ELLIP H (10/23/02)  -10.334  (m)                       GP(       ) 4 1
 KV6222  NAD 83(1996)-  40 21 46.99272(N)    074 06 42.86745(W) AD(       ) 1
 KV6222  ELLIP H (05/14/99)  -10.345  (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)  -10.404  (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)  RAPSU86  model used  GPS OBS        
 KV6222
 KV6222.Superseded values are not recommended for survey control.
 KV6222
 KV6222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6222.See file dsdata.pdf to determine how the superseded data were derived.
 KV6222
 KV6222_MARKER: DD = SURVEY DISK
 KV6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DP7901 ***********************************************************************
 DP7901  DESIGNATION -  13 D 10
 DP7901  PID         -  DP7901
 DP7901  STATE/COUNTY-  NJ/MONMOUTH
 DP7901  COUNTRY     -  US
 DP7901  USGS QUAD   -  POINT PLEASANT (2019)
 DP7901
 DP7901                         *CURRENT SURVEY CONTROL
 DP7901  ______________________________________________________________________
 DP7901* NAD 83(1986) POSITION- 40 06 13.34   (N) 074 02 05.46   (W)   HD_HELD1
 DP7901* NAVD 88 ORTHO HEIGHT -     3.463 (meters)       11.36  (feet) ADJUSTED
 DP7901  ______________________________________________________________________
 DP7901  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 DP7901  DYNAMIC HEIGHT  -          3.462 (meters)       11.36  (feet) COMP
 DP7901  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 DP7901
 DP7901  VERT ORDER      -  FIRST     CLASS II
 DP7901
 DP7901.The horizontal coordinates were determined by differentially corrected
 DP7901.hand held GPS observations or other comparable positioning techniques
 DP7901.and have an estimated accuracy of +/- 3 meters.
 DP7901
 DP7901.The orthometric height was determined by differential leveling and
 DP7901.adjusted by the NATIONAL GEODETIC SURVEY
 DP7901.in September 2015.
 DP7901
 DP7901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7901.GEOID18 height accuracy estimate available here.
 DP7901
 DP7901.Click photographs - Photos may exist for this station.
 DP7901
 DP7901.The dynamic height is computed by dividing the NAVD 88
 DP7901.geopotential number by the normal gravity value computed on the
 DP7901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7901.degrees latitude (g = 980.6199 gals.).
 DP7901
 DP7901.The modeled gravity was interpolated from observed gravity values.
 DP7901
 DP7901;                    North         East    Units  Estimated Accuracy
 DP7901;SPC NJ       -   141,132.0     189,656.9     MT  (+/- 3 meters HH1 GPS) 
 DP7901
 DP7901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8226039713(NAD 83)
 DP7901
 DP7901                          SUPERSEDED SURVEY CONTROL
 DP7901
 DP7901.No superseded survey control is available for this station.
 DP7901
 DP7901_MARKER: DD = SURVEY DISK
 DP7901_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP7901_SP_SET: RETAINING WALL
 DP7901_STAMPING: 13 D 10 2013
 DP7901_MARK LOGO: NJGS
 DP7901_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7901+STABILITY: SURFACE MOTION
 DP7901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7901+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2025
 DP7901
 DP7901  HISTORY     - Date     Condition        Report By
 DP7901  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7901  HISTORY     - 20250314 GOOD             CANTER
 DP7901
 DP7901                          STATION DESCRIPTION
 DP7901
 DP7901'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7901'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7901'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7901'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7901'
 DP7901'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST ANGLE POINT OF THE
 DP7901'RETAINING WALLS FOR THE CONCRETE SIDEWALK LEADING FROM THE SOUTHEAST
 DP7901'END OF RIVERSIDE ROAD ONTO THE OCEAN WALKWAY ON THE NORTH SIDE OF THE
 DP7901'RESTROOM FACILITY ON THE NORTH SIDE OF THE MANASQUAN INLET BULKHEAD.
 DP7901'
 DP7901'THE STATION IS 11.7 FT (3.6 M) SOUTHEAST OF A LIGHT POLE, 3.5 FT (1.1
 DP7901'M) SOUTHWEST OF THE CENTERLINE OF THE SIDEWALK, 13.5 FT (4.1 M)
 DP7901'EAST-SOUTHEAST OF THE SOUTHEAST CURB OF RIVERSIDE ROAD, 13.4 FT (4.1
 DP7901'M) NORTHWEST OF THE THE WEST RETAINING WALL FOR THE WALKWAY.
 DP7901
 DP7901                          STATION RECOVERY (2025)
 DP7901
 DP7901'RECOVERY NOTE BY CANTER SURVEYING GPS 2025 (JDB)
 DP7901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9949 ***********************************************************************
 DP9949  DESIGNATION -  13 D 11
 DP9949  PID         -  DP9949
 DP9949  STATE/COUNTY-  NJ/MONMOUTH
 DP9949  COUNTRY     -  US
 DP9949  USGS QUAD   -  KEYPORT (2016)
 DP9949
 DP9949                         *CURRENT SURVEY CONTROL
 DP9949  ______________________________________________________________________
 DP9949* NAD 83(1986) POSITION- 40 26 21.77   (N) 074 11 17.22   (W)   HD_HELD1
 DP9949* NAVD 88 ORTHO HEIGHT -     3.284 (meters)       10.77  (feet) ADJUSTED
 DP9949  ______________________________________________________________________
 DP9949  GEOID HEIGHT    -        -32.356 (meters)                     GEOID18
 DP9949  DYNAMIC HEIGHT  -          3.283 (meters)       10.77  (feet) COMP
 DP9949  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 DP9949
 DP9949  VERT ORDER      -  FIRST     CLASS II
 DP9949
 DP9949.The horizontal coordinates were determined by differentially corrected
 DP9949.hand held GPS observations or other comparable positioning techniques
 DP9949.and have an estimated accuracy of +/- 3 meters.
 DP9949
 DP9949.The orthometric height was determined by differential leveling and
 DP9949.adjusted by the NATIONAL GEODETIC SURVEY
 DP9949.in February 2016.
 DP9949
 DP9949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9949.GEOID18 height accuracy estimate available here.
 DP9949
 DP9949.Click photographs - Photos may exist for this station.
 DP9949
 DP9949.The dynamic height is computed by dividing the NAVD 88
 DP9949.geopotential number by the normal gravity value computed on the
 DP9949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9949.degrees latitude (g = 980.6199 gals.).
 DP9949
 DP9949.The modeled gravity was interpolated from observed gravity values.
 DP9949
 DP9949;                    North         East    Units  Estimated Accuracy
 DP9949;SPC NJ       -   178,344.6     176,458.8     MT  (+/- 3 meters HH1 GPS) 
 DP9949
 DP9949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6885676842(NAD 83)
 DP9949
 DP9949                          SUPERSEDED SURVEY CONTROL
 DP9949
 DP9949.No superseded survey control is available for this station.
 DP9949
 DP9949_MARKER: DD = SURVEY DISK
 DP9949_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP9949_SP_SET: BRIDGE ABUTMENT
 DP9949_STAMPING: 13 D 11 2015
 DP9949_MARK LOGO: NJGS
 DP9949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9949+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 DP9949
 DP9949  HISTORY     - Date     Condition        Report By
 DP9949  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9949  HISTORY     - 20180809 GOOD             NJGS
 DP9949
 DP9949                          STATION DESCRIPTION
 DP9949
 DP9949'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9949'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF SOUTH AMBOY
 DP9949'JUNCTION, 6.0 MI (9.7 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND 0.8 MI
 DP9949'(1.3 KM) NORTHEAST OF KEYPORT, IN KEYPORT.
 DP9949'
 DP9949'TO REACH FROM THE INTERSECTION OF FIRST STREET (COUNTY ROUTE 6) AND
 DP9949'STONE ROAD, GO ABOUT 0.1 MI (0.2 KM) EAST ON STONE ROAD TO THE STATION
 DP9949'ON THE LEFT, STATION IS SET IN A DRILL HOLE IN THE NORTH CORNER OF THE
 DP9949'EAST ABUTMENT OF THE STONE ROAD BRIDGE SPANNING THE CHINGAMMA CREEK.
 DP9949'
 DP9949'IT IS 21 FT (6.4 M) NORTH OF THE CENTERLINE OF STONE ROAD, 87.5 FT
 DP9949'(26.7 M) WEST OF A POLE WITH NO NUMBER, 24 FT (7.3 M) EAST OF THE
 DP9949'CENTER OF THE BRIDGE, 2 FT (0.6 M) NORTH OF THE NORTH CURB.
 DP9949
 DP9949                          STATION RECOVERY (2018)
 DP9949
 DP9949'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DP9949'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9989 ***********************************************************************
 DP9989  DESIGNATION -  13 D 12
 DP9989  PID         -  DP9989
 DP9989  STATE/COUNTY-  NJ/MONMOUTH
 DP9989  COUNTRY     -  US
 DP9989  USGS QUAD   -  FARMINGDALE (2016)
 DP9989
 DP9989                         *CURRENT SURVEY CONTROL
 DP9989  ______________________________________________________________________
 DP9989* NAD 83(1986) POSITION- 40 13 52.22   (N) 074 08 50.96   (W)   HD_HELD1
 DP9989* NAVD 88 ORTHO HEIGHT -    29.427 (meters)       96.55  (feet) ADJUSTED
 DP9989  ______________________________________________________________________
 DP9989  GEOID HEIGHT    -        -32.547 (meters)                     GEOID18
 DP9989  DYNAMIC HEIGHT  -         29.414 (meters)       96.50  (feet) COMP
 DP9989  MODELED GRAVITY -    980,197.1   (mgal)                       NAVD 88
 DP9989
 DP9989  VERT ORDER      -  FIRST     CLASS II
 DP9989
 DP9989.The horizontal coordinates were determined by differentially corrected
 DP9989.hand held GPS observations or other comparable positioning techniques
 DP9989.and have an estimated accuracy of +/- 3 meters.
 DP9989
 DP9989.The orthometric height was determined by differential leveling and
 DP9989.adjusted by the NATIONAL GEODETIC SURVEY
 DP9989.in February 2016.
 DP9989
 DP9989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9989.GEOID18 height accuracy estimate available here.
 DP9989
 DP9989.Click photographs - Photos may exist for this station.
 DP9989
 DP9989.The dynamic height is computed by dividing the NAVD 88
 DP9989.geopotential number by the normal gravity value computed on the
 DP9989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9989.degrees latitude (g = 980.6199 gals.).
 DP9989
 DP9989.The modeled gravity was interpolated from observed gravity values.
 DP9989
 DP9989;                    North         East    Units  Estimated Accuracy
 DP9989;SPC NJ       -   155,240.1     179,997.6     MT  (+/- 3 meters HH1 GPS) 
 DP9989
 DP9989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7252453764(NAD 83)
 DP9989
 DP9989                          SUPERSEDED SURVEY CONTROL
 DP9989
 DP9989.No superseded survey control is available for this station.
 DP9989
 DP9989_MARKER: DD = SURVEY DISK
 DP9989_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP9989_SP_SET: HEADWALL
 DP9989_STAMPING: 13 D 12 2015
 DP9989_MARK LOGO: NJGS
 DP9989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9989+STABILITY: SURFACE MOTION
 DP9989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9989+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9989
 DP9989  HISTORY     - Date     Condition        Report By
 DP9989  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9989
 DP9989                          STATION DESCRIPTION
 DP9989
 DP9989'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9989'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-SOUTHEAST OF
 DP9989'FREEHOLD, 5.8 MI (9.3 KM) EAST OF ADELPHIA AND 2.7 MI (4.3 KM)
 DP9989'NORTH-NORTHEAST OF FARMINGDALE, IN HOWELL TOWNSHIP.
 DP9989'
 DP9989'THE STATION IS ABOUT 0.3 MI (0.5 KM) NORTH-NORTHWEST OF THE JUNCTION
 DP9989'OF NEW JERSEY STATE ROUTE 34 AND 33, STATION IS SET IN A DRILL HOLE IN
 DP9989'THE NORTH END OF A HEADWALL ON THE EAST SIDE OF ROUTE 34, NORTH OF A
 DP9989'TURN-OFF AREA.
 DP9989'
 DP9989'IT IS 41 FT (12.5 M) EAST OF THE CENTERLINE OF ROUTE 34, 17.3 FT (5.3
 DP9989'M) EAST OF THE EAST EDGE OF PAVING, 19.6 FT (6.0 M) SOUTHEAST OF THE
 DP9989'EAST POST OF A SIGN (SPEED LIMIT 50), 221 FT (67.4 M) SOUTH OF THE
 DP9989'RANGE OF THE POLE FOR A LARGE ELEVATED BILLBOARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5271 ***********************************************************************
 DR5271  DESIGNATION -  13 D 13
 DR5271  PID         -  DR5271
 DR5271  STATE/COUNTY-  NJ/MONMOUTH
 DR5271  COUNTRY     -  US
 DR5271  USGS QUAD   -  KEYPORT (2016)
 DR5271
 DR5271                         *CURRENT SURVEY CONTROL
 DR5271  ______________________________________________________________________
 DR5271* NAD 83(1986) POSITION- 40 26 14.22   (N) 074 08 26.87   (W)   HD_HELD1
 DR5271* NAVD 88 ORTHO HEIGHT -     4.663 (meters)       15.30  (feet) ADJUSTED
 DR5271  ______________________________________________________________________
 DR5271  GEOID HEIGHT    -        -32.346 (meters)                     GEOID18
 DR5271  DYNAMIC HEIGHT  -          4.661 (meters)       15.29  (feet) COMP
 DR5271  MODELED GRAVITY -    980,221.9   (mgal)                       NAVD 88
 DR5271
 DR5271  VERT ORDER      -  FIRST     CLASS II
 DR5271
 DR5271.The horizontal coordinates were determined by differentially corrected
 DR5271.hand held GPS observations or other comparable positioning techniques
 DR5271.and have an estimated accuracy of +/- 3 meters.
 DR5271
 DR5271.The orthometric height was determined by differential leveling and
 DR5271.adjusted by the NATIONAL GEODETIC SURVEY
 DR5271.in July 2020.
 DR5271
 DR5271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5271.GEOID18 height accuracy estimate available here.
 DR5271
 DR5271.Click photographs - Photos may exist for this station.
 DR5271
 DR5271.The dynamic height is computed by dividing the NAVD 88
 DR5271.geopotential number by the normal gravity value computed on the
 DR5271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5271.degrees latitude (g = 980.6199 gals.).
 DR5271
 DR5271.The modeled gravity was interpolated from observed gravity values.
 DR5271
 DR5271;                    North         East    Units  Estimated Accuracy
 DR5271;SPC NJ       -   178,126.9     180,474.1     MT  (+/- 3 meters HH1 GPS) 
 DR5271
 DR5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7287176647(NAD 83)
 DR5271
 DR5271                          SUPERSEDED SURVEY CONTROL
 DR5271
 DR5271.No superseded survey control is available for this station.
 DR5271
 DR5271_MARKER: DD = SURVEY DISK
 DR5271_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5271_SP_SET: ELECTRICAL BOX
 DR5271_STAMPING: 13 D 13 2018
 DR5271_MARK LOGO: NJGS
 DR5271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5271+STABILITY: SURFACE MOTION
 DR5271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5271+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DR5271
 DR5271  HISTORY     - Date     Condition        Report By
 DR5271  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5271
 DR5271                          STATION DESCRIPTION
 DR5271
 DR5271'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5271'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF SOUTH
 DR5271'AMBOY, 8.1 MI (13.0 KM) SOUTHEAST OF PERTH AMBOY AND 3.1 MI (5.0 KM)
 DR5271'EAST OF KEYPORT, IN HAZLET TOWNSHIP, WEST KEANSBURG.
 DR5271'
 DR5271'THE STATION IS SET IN A DRILL HOLE IN A DEPARTMENT OF TRANSPORTATION
 DR5271'CONCRETE ELECTRICAL BOX ON THE NORTHEAST CORNER OF THE INTERSECTION ON
 DR5271'(NEW JERSEY STATE ROUTE 36 AND LAUREL AVENUE.
 DR5271'
 DR5271'THE STATION IS 58.75 FT (17.9 M) EAST OF THE CENTERLINE OF LAUREL
 DR5271'AVENUE, 24.5 FT (7.5 M) WEST OF A POWER LINE POLE NUMBERED JC1032HZ,
 DR5271'17.8 FT (5.4 M) EAST OF A TRAFFIC LIGHT POLE, 15.3 FT (4.7 M)
 DR5271'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF ELECTRIC BOX 1315110, 5.6
 DR5271'FT (1.7 M) NORTH OF THE CURB OF NEW JERSEY STATE ROUTE 36.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5333 ***********************************************************************
 DR5333  DESIGNATION -  13 D 14
 DR5333  PID         -  DR5333
 DR5333  STATE/COUNTY-  NJ/MONMOUTH
 DR5333  COUNTRY     -  US
 DR5333  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5333
 DR5333                         *CURRENT SURVEY CONTROL
 DR5333  ______________________________________________________________________
 DR5333* NAD 83(1986) POSITION- 40 23 54.64   (N) 073 58 34.82   (W)   HD_HELD1
 DR5333* NAVD 88 ORTHO HEIGHT -     2.785 (meters)        9.14  (feet) ADJUSTED
 DR5333  ______________________________________________________________________
 DR5333  GEOID HEIGHT    -        -32.597 (meters)                     GEOID18
 DR5333  DYNAMIC HEIGHT  -          2.784 (meters)        9.13  (feet) COMP
 DR5333  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 DR5333
 DR5333  VERT ORDER      -  FIRST     CLASS II
 DR5333
 DR5333.The horizontal coordinates were determined by differentially corrected
 DR5333.hand held GPS observations or other comparable positioning techniques
 DR5333.and have an estimated accuracy of +/- 3 meters.
 DR5333
 DR5333.The orthometric height was determined by differential leveling and
 DR5333.adjusted by the NATIONAL GEODETIC SURVEY
 DR5333.in July 2020.
 DR5333
 DR5333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5333.GEOID18 height accuracy estimate available here.
 DR5333
 DR5333.Click photographs - Photos may exist for this station.
 DR5333
 DR5333.The dynamic height is computed by dividing the NAVD 88
 DR5333.geopotential number by the normal gravity value computed on the
 DR5333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5333.degrees latitude (g = 980.6199 gals.).
 DR5333
 DR5333.The modeled gravity was interpolated from observed gravity values.
 DR5333
 DR5333;                    North         East    Units  Estimated Accuracy
 DR5333;SPC NJ       -   173,891.7     194,452.1     MT  (+/- 3 meters HH1 GPS) 
 DR5333
 DR5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8687072492(NAD 83)
 DR5333
 DR5333                          SUPERSEDED SURVEY CONTROL
 DR5333
 DR5333.No superseded survey control is available for this station.
 DR5333
 DR5333_MARKER: DD = SURVEY DISK
 DR5333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5333_SP_SET: HAND RAIL BASE
 DR5333_STAMPING: 13 D 14 2018
 DR5333_MARK LOGO: NJGS
 DR5333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5333+STABILITY: SURFACE MOTION
 DR5333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5333+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DR5333
 DR5333  HISTORY     - Date     Condition        Report By
 DR5333  HISTORY     - 20181002 MONUMENTED       NJGS
 DR5333
 DR5333                          STATION DESCRIPTION
 DR5333
 DR5333'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5333'THE MARK IS LOCATED ABOUT 12.4 MI (20.0 KM) NORTH OF ASBURY PARK, 12.0
 DR5333'MI (19.3 KM) EAST-SOUTHEAST OF KEYPORT AND 6.6 MI (10.6 KM) NORTH OF
 DR5333'LONG BRANCH IN THE BOROUGH SEA BRIGHT.
 DR5333'
 DR5333'THE STATION IS SET IN A DRILL HOLE IN THE NORTH END OF THE EASTERLY
 DR5333'BASE OF A PEDESTRIAN HAND RAIL, AT THE GROUND LEVEL TO THE OVERHEAD
 DR5333'WALKWAY LEADING FROM THE SOUTH END OF SANDY HOOK GATEWAY RECREATION
 DR5333'AREA TO THE NEW JERSEY STATE ROUTE 36 BRIDGE SPANNING THE SHREWSBURY
 DR5333'RIVER.
 DR5333'
 DR5333'THE STATION IS 5 FT (1.5 M) EAST OF THE CENTERLINE OF THE WALKWAY, 10
 DR5333'W OF THE CENTERLINE OF THE BIKE PATH, 43 FT (13.1 M) SOUTH OF LIGHT
 DR5333'POLE (0A2126), 53 FT (16.2 M) SOUTH OF THE SOUTHERLY LEG FOR AN
 DR5333'INFORMATION SIGN (WELCOME TO GATEWAY RECREATION AREA), 14.5 FT (4.4 M)
 DR5333'WEST OF THE WEST EDGE OF TOE OF SLOPE OF THE SEA WALL, 1 FT (0.3 M)
 DR5333'SOUTH OF THE RAIL POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5287 ***********************************************************************
 DR5287  DESIGNATION -  13 D 15
 DR5287  PID         -  DR5287
 DR5287  STATE/COUNTY-  NJ/MONMOUTH
 DR5287  COUNTRY     -  US
 DR5287  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5287
 DR5287                         *CURRENT SURVEY CONTROL
 DR5287  ______________________________________________________________________
 DR5287* NAD 83(1986) POSITION- 40 20 07.80   (N) 074 06 30.08   (W)   HD_HELD1
 DR5287* NAVD 88 ORTHO HEIGHT -    20.891 (meters)       68.54  (feet) ADJUSTED
 DR5287  ______________________________________________________________________
 DR5287  GEOID HEIGHT    -        -32.448 (meters)                     GEOID18
 DR5287  DYNAMIC HEIGHT  -         20.882 (meters)       68.51  (feet) COMP
 DR5287  MODELED GRAVITY -    980,207.5   (mgal)                       NAVD 88
 DR5287
 DR5287  VERT ORDER      -  FIRST     CLASS II
 DR5287
 DR5287.The horizontal coordinates were determined by differentially corrected
 DR5287.hand held GPS observations or other comparable positioning techniques
 DR5287.and have an estimated accuracy of +/- 3 meters.
 DR5287
 DR5287.The orthometric height was determined by differential leveling and
 DR5287.adjusted by the NATIONAL GEODETIC SURVEY
 DR5287.in July 2020.
 DR5287
 DR5287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5287.GEOID18 height accuracy estimate available here.
 DR5287
 DR5287.Click photographs - Photos may exist for this station.
 DR5287
 DR5287.The dynamic height is computed by dividing the NAVD 88
 DR5287.geopotential number by the normal gravity value computed on the
 DR5287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5287.degrees latitude (g = 980.6199 gals.).
 DR5287
 DR5287.The modeled gravity was interpolated from observed gravity values.
 DR5287
 DR5287;                    North         East    Units  Estimated Accuracy
 DR5287;SPC NJ       -   166,837.5     183,276.5     MT  (+/- 3 meters HH1 GPS) 
 DR5287
 DR5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7573765376(NAD 83)
 DR5287
 DR5287                          SUPERSEDED SURVEY CONTROL
 DR5287
 DR5287.No superseded survey control is available for this station.
 DR5287
 DR5287_MARKER: DD = SURVEY DISK
 DR5287_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR5287_SP_SET: WING WALL
 DR5287_STAMPING: 13 D 15 2019
 DR5287_MARK LOGO: NJGS
 DR5287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5287+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 DR5287
 DR5287  HISTORY     - Date     Condition        Report By
 DR5287  HISTORY     - 20190225 MONUMENTED       NJGS
 DR5287
 DR5287                          STATION DESCRIPTION
 DR5287
 DR5287'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (JWB)
 DR5287'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF KEYPORT, 7.9
 DR5287'MI (12.7 KM) EAST OF MARLBORO AND 6.1 MI (9.8 KM) WEST-NORTHWEST OF
 DR5287'LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5287'
 DR5287'TO REACH FROM THE INTERSECTION OF NEWMAN SPRING ROAD (COUNTY ROUTE
 DR5287'520) AND SWIMMING RIVER ROAD (COUNTY ROUTE 50) IN LINCROFT, GO 0.75 MI
 DR5287'(1.21 KM) EAST ON NEWMAN SPRING ROAD (COUNTY ROUTE 520) TO THE
 DR5287'RAILROAD BRIDGE AND THE STATION ON THE LEFT.
 DR5287'
 DR5287'THE STATION IS SET IN A DRILL HOLE AT THE WESTERLY END OF THE WING
 DR5287'WALL AT THE NORTHWEST CORNER OF THE MILITARY RAILROAD AND NORMANDY
 DR5287'ROAD BRIDGE SPANNING NEWMAN SPRING ROAD (COUNTY ROUTE 520), 62.9 FT
 DR5287'(19.2 M) SOUTHWEST OF THE CENTERLINE OF THE RAILROAD BRIDGE, 29.6 FT
 DR5287'(9.0 M) NORTHEAST OF POLE NUMBER JC366, 15.9 FT (4.8 M)
 DR5287'NORTH-NORTHWEST OF THE CURB OF NEWMAN SPRING ROAD (COUNTY ROUTE 520),
 DR5287'1.2 FT (0.4 M) NORTHEAST OF THE EDGE OF THE WEST END OF THE WING WALL
 DR5287'3.6 FT (1.1 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5369 ***********************************************************************
 DR5369  DESIGNATION -  13 D 16
 DR5369  PID         -  DR5369
 DR5369  STATE/COUNTY-  NJ/MONMOUTH
 DR5369  COUNTRY     -  US
 DR5369  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5369
 DR5369                         *CURRENT SURVEY CONTROL
 DR5369  ______________________________________________________________________
 DR5369* NAD 83(1986) POSITION- 40 24 07.11   (N) 073 59 32.01   (W)   HD_HELD1
 DR5369* NAVD 88 ORTHO HEIGHT -    31.157 (meters)      102.22  (feet) ADJUSTED
 DR5369  ______________________________________________________________________
 DR5369  GEOID HEIGHT    -        -32.567 (meters)                     GEOID18
 DR5369  DYNAMIC HEIGHT  -         31.143 (meters)      102.18  (feet) COMP
 DR5369  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 DR5369
 DR5369  VERT ORDER      -  FIRST     CLASS II
 DR5369
 DR5369.The horizontal coordinates were determined by differentially corrected
 DR5369.hand held GPS observations or other comparable positioning techniques
 DR5369.and have an estimated accuracy of +/- 3 meters.
 DR5369
 DR5369.The orthometric height was determined by differential leveling and
 DR5369.adjusted by the NATIONAL GEODETIC SURVEY
 DR5369.in July 2020.
 DR5369
 DR5369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5369.GEOID18 height accuracy estimate available here.
 DR5369
 DR5369.Click photographs - Photos may exist for this station.
 DR5369
 DR5369.The dynamic height is computed by dividing the NAVD 88
 DR5369.geopotential number by the normal gravity value computed on the
 DR5369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5369.degrees latitude (g = 980.6199 gals.).
 DR5369
 DR5369.The modeled gravity was interpolated from observed gravity values.
 DR5369
 DR5369;                    North         East    Units  Estimated Accuracy
 DR5369;SPC NJ       -   174,268.4     193,101.3     MT  (+/- 3 meters HH1 GPS) 
 DR5369
 DR5369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8551772861(NAD 83)
 DR5369
 DR5369                          SUPERSEDED SURVEY CONTROL
 DR5369
 DR5369.No superseded survey control is available for this station.
 DR5369
 DR5369_MARKER: DD = SURVEY DISK
 DR5369_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5369_SP_SET: SIDEWALK
 DR5369_STAMPING: 13 D 16 2018
 DR5369_MARK LOGO: NJGS
 DR5369_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5369+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2018
 DR5369
 DR5369  HISTORY     - Date     Condition        Report By
 DR5369  HISTORY     - 20181001 MONUMENTED       NJGS
 DR5369
 DR5369                          STATION DESCRIPTION
 DR5369
 DR5369'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5369'THE MARK IS LOCATED ABOUT 12.6 MI (20.3 KM) NORTH OF ASBURY PARK, 11.2
 DR5369'MI (18.0 KM) EAST OF KEYPORT AND 6.7 MI (10.8 KM) NORTH OF LONG
 DR5369'BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5369'
 DR5369'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE HIGHWAY 36 BRIDGE
 DR5369'SPANNING THE SHREWSBURY RIVER, GO 0.65 MI (1.05 KM) NORTH ON NEW
 DR5369'JERSEY STATE HIGHWAY 36 TO THE STATION ON THE RIGHT.
 DR5369'
 DR5369'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK ON THE NORTHEAST
 DR5369'CORNER OF THE T-JUNCTION OF NEW JERSEY STATE HIGHWAY 36 AND SOUTH
 DR5369'LINDEN AVENUE, 3.5 FT (1.1 M) NORTHEAST OF THE NORTH CURB OF NEW
 DR5369'JERSEY STATE HIGHWAY 36, 12 FT (3.7 M) SOUTHEAST OF THE CENTERLINE OF
 DR5369'SOUTH LINDEN AVENUE, 7.5 FT (2.3 M) SOUTHEAST OF A TRAFFIC SIGN (DO
 DR5369'NOT ENTER), 78.5 FT (23.9 M) WEST OF POLE NUMBER BT3229MDT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6293 ***********************************************************************
 KV6293  DESIGNATION -  13 D 2
 KV6293  PID         -  KV6293
 KV6293  STATE/COUNTY-  NJ/MONMOUTH
 KV6293  COUNTRY     -  US
 KV6293  USGS QUAD   -  FARMINGDALE (2016)
 KV6293
 KV6293                         *CURRENT SURVEY CONTROL
 KV6293  ______________________________________________________________________
 KV6293* NAD 83(2011) POSITION- 40 10 00.66997(N) 074 13 14.99820(W)   ADJUSTED
 KV6293* NAD 83(2011) ELLIP HT-    11.643 (meters)        (06/27/12)   ADJUSTED
 KV6293* NAD 83(2011) EPOCH   -  2010.00
 KV6293* NAVD 88 ORTHO HEIGHT -    44.235 (meters)      145.13  (feet) ADJUSTED
 KV6293  ______________________________________________________________________
 KV6293  GEOID HEIGHT    -        -32.570 (meters)                     GEOID18
 KV6293  NAD 83(2011) X  -  1,327,234.222 (meters)                     COMP
 KV6293  NAD 83(2011) Y  - -4,696,864.078 (meters)                     COMP
 KV6293  NAD 83(2011) Z  -  4,092,168.000 (meters)                     COMP
 KV6293  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 KV6293  DYNAMIC HEIGHT  -         44.216 (meters)      145.07  (feet) COMP
 KV6293  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 KV6293
 KV6293  VERT ORDER      -  FIRST     CLASS II
 KV6293
 KV6293  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6293  Standards:
 KV6293         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6293            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6293  -------------------------------------------------------------------
 KV6293  NETWORK    0.62   1.10           0.28   0.22   0.56      0.05282508
 KV6293  -------------------------------------------------------------------
 KV6293  Click here for local accuracies and other accuracy information.
 KV6293
 KV6293.The horizontal coordinates were established by GPS observations
 KV6293.and adjusted by the National Geodetic Survey in June 2012.
 KV6293
 KV6293.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6293.been affixed to the stable North American tectonic plate. See 
 KV6293.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6293
 KV6293.The horizontal coordinates are valid at the epoch date displayed above
 KV6293.which is a decimal equivalence of Year/Month/Day.
 KV6293
 KV6293.The orthometric height was determined by differential leveling and
 KV6293.adjusted by the NATIONAL GEODETIC SURVEY
 KV6293.in June 1991.
 KV6293
 KV6293.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6293.GEOID18 height accuracy estimate available here.
 KV6293
 KV6293.Click photographs - Photos may exist for this station.
 KV6293
 KV6293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6293
 KV6293.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6293
 KV6293.The ellipsoidal height was determined by GPS observations
 KV6293.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6293
 KV6293;                    North         East     Units Scale Factor Converg.
 KV6293;SPC NJ       -   148,076.625   173,778.674   MT  0.99990696   +0 10 48.2
 KV6293;SPC NJ       -   485,814.73    570,138.87   sFT  0.99990696   +0 10 48.2
 KV6293;UTM  18      - 4,446,567.509   566,347.660   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6634746567(NAD 83)
 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(2007)-  40 10 00.67046(N)    074 13 14.99867(W) AD(2002.00) 0
 KV6293  ELLIP H (02/10/07)   11.649  (m)                       GP(2002.00)    
 KV6293  ELLIP H (10/23/02)   11.664  (m)                       GP(       ) 4 1
 KV6293  NAD 83(1996)-  40 10 00.67022(N)    074 13 14.99889(W) AD(       ) 1
 KV6293  ELLIP H (05/14/99)   11.656  (m)                       GP(       ) 4 1
 KV6293  NAD 83(1986)-  40 10 00.67125(N)    074 13 15.00134(W) AD(       ) 1
 KV6293  NAVD 88              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
 KV6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6293.See file dsdata.pdf to determine how the superseded data were derived.
 KV6293
 KV6293_MARKER: DD = SURVEY DISK
 KV6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 23, 2020
 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  HISTORY     - 20200423 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                          STATION RECOVERY (2020)
 KV6293
 KV6293'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5255 ***********************************************************************
 DF5255  DESIGNATION -  13 D 3
 DF5255  PID         -  DF5255
 DF5255  STATE/COUNTY-  NJ/MONMOUTH
 DF5255  COUNTRY     -  US
 DF5255  USGS QUAD   -  ROOSEVELT (2019)
 DF5255
 DF5255                         *CURRENT SURVEY CONTROL
 DF5255  ______________________________________________________________________
 DF5255* NAD 83(2011) POSITION- 40 11 28.19504(N) 074 25 48.40844(W)   ADJUSTED
 DF5255* NAD 83(2011) ELLIP HT-    37.413 (meters)        (06/27/12)   ADJUSTED
 DF5255* NAD 83(2011) EPOCH   -  2010.00
 DF5255* NAVD 88 ORTHO HEIGHT -    69.8   (meters)      229.    (feet) GPS OBS
 DF5255  ______________________________________________________________________
 DF5255  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5255  GEOID HEIGHT    -        -32.383 (meters)                     GEOID99
 DF5255  GEOID HEIGHT    -        -32.397 (meters)                     GEOID18
 DF5255  NAD 83(2011) X  -  1,309,607.250 (meters)                     COMP
 DF5255  NAD 83(2011) Y  - -4,700,021.782 (meters)                     COMP
 DF5255  NAD 83(2011) Z  -  4,094,247.228 (meters)                     COMP
 DF5255  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 DF5255
 DF5255  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5255  Standards:
 DF5255         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5255            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5255  -------------------------------------------------------------------
 DF5255  NETWORK    0.58   0.90           0.26   0.21   0.46      0.08711534
 DF5255  -------------------------------------------------------------------
 DF5255  Click here for local accuracies and other accuracy information.
 DF5255
 DF5255.The horizontal coordinates were established by GPS observations
 DF5255.and adjusted by the National Geodetic Survey in June 2012.
 DF5255
 DF5255.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5255.been affixed to the stable North American tectonic plate. See 
 DF5255.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5255
 DF5255.The horizontal coordinates are valid at the epoch date displayed above
 DF5255.which is a decimal equivalence of Year/Month/Day.
 DF5255
 DF5255.The orthometric height was determined by GPS observations and a
 DF5255.high-resolution geoid model.
 DF5255
 DF5255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5255.GEOID18 height accuracy estimate available here.
 DF5255
 DF5255.Click photographs - Photos may exist for this station.
 DF5255
 DF5255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5255
 DF5255.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5255
 DF5255.The ellipsoidal height was determined by GPS observations
 DF5255.and is referenced to NAD 83.
 DF5255
 DF5255. The following values were computed from the NAD 83(2011) position.
 DF5255
 DF5255;                    North         East     Units Scale Factor Converg.
 DF5255;SPC NJ       -   150,740.946   155,950.611   MT  0.99990044   +0 02 42.4
 DF5255;SPC NJ       -   494,555.92    511,647.96   sFT  0.99990044   +0 02 42.4
 DF5255;UTM  18      - 4,449,130.737   548,509.556   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4850949130(NAD 83)
 DF5255
 DF5255                          SUPERSEDED SURVEY CONTROL
 DF5255
 DF5255  NAD 83(2007)-  40 11 28.19564(N)    074 25 48.40903(W) AD(2002.00) 0
 DF5255  ELLIP H (02/10/07)   37.418  (m)                       GP(2002.00)    
 DF5255  NAD 83(1996)-  40 11 28.19558(N)    074 25 48.40930(W) AD(       ) 1
 DF5255  ELLIP H (04/17/03)   37.440  (m)                       GP(       ) 3 1
 DF5255
 DF5255.Superseded values are not recommended for survey control.
 DF5255
 DF5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5255.See file dsdata.pdf to determine how the superseded data were derived.
 DF5255
 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 - March 09, 2017
 DF5255
 DF5255  HISTORY     - Date     Condition        Report By
 DF5255  HISTORY     - 1991     MONUMENTED       NJGS
 DF5255  HISTORY     - 20020202 GOOD             NJGS
 DF5255  HISTORY     - 20170309 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 ROAD, COUNTY ROAD 524 EAST, AT THE FIVE POINT INTERSECTION
 DF5255'OF MILLSTONE ROAD,PAINT ISLAND SPRING ROAD, AND STAGE COACH ROAD.
 DF5255'
 DF5255'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 EXIT
 DF5255'16 AND COUNTY ROAD 537, MONMOUTH ROAD IN BURKESVILLE, GO 0.6 MI
 DF5255'NORTHEAST ON COUNTY ROAD 537 TO THE INTERSECTION WITH MILLSTONE ROAD
 DF5255'ON THE LEFT. TURN LEFT AND GO 1.9 MI ON MILLSTONE ROAD TO THE FIVE
 DF5255'POINTS INTERSECTION AND THE 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 EAST NORTHEAST FROM THE CENTERLINE OF MILLSTONE ROAD,
 DF5255'16.1 M NORTHEAST FROM WOOD UTILITY POLE NUMBER JC 2536 ME, 28.9 M
 DF5255'NORTH NORTHEAST FROM WOOD UTILITY POLE NUMBER BT206 2D, 28.3 M WEST
 DF5255'NORTHWEST FROM FROM A SIGN FOR COUNTY ROAD 524 EAST, AND 7.5 M NORTH
 DF5255'NORTHWEST FROM A GAS VALVE AT THE NORTH EDGE OF PAVING OF COUNTY ROAD
 DF5255'524 EAST.  IT IS SET FLUSH WITH THE GROUND.
 DF5255
 DF5255                          STATION RECOVERY (2017)
 DF5255
 DF5255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 DF5255'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6961 ***********************************************************************
 KV6961  DESIGNATION -  13 D 4
 KV6961  PID         -  KV6961
 KV6961  STATE/COUNTY-  NJ/MONMOUTH
 KV6961  COUNTRY     -  US
 KV6961  USGS QUAD   -  ADELPHIA (2019)
 KV6961
 KV6961                         *CURRENT SURVEY CONTROL
 KV6961  ______________________________________________________________________
 KV6961* NAD 83(2011) POSITION- 40 10 46.33845(N) 074 20 02.66289(W)   ADJUSTED
 KV6961* NAD 83(2011) ELLIP HT-    10.420 (meters)        (06/27/12)   ADJUSTED
 KV6961* NAD 83(2011) EPOCH   -  2010.00
 KV6961* NAVD 88 ORTHO HEIGHT -    42.9   (meters)      141.    (feet) GPS OBS
 KV6961  ______________________________________________________________________
 KV6961  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6961  GEOID HEIGHT    -        -32.700 (meters)                     GEOID93
 KV6961  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 KV6961  NAD 83(2011) X  -  1,317,703.064 (meters)                     COMP
 KV6961  NAD 83(2011) Y  - -4,698,602.238 (meters)                     COMP
 KV6961  NAD 83(2011) Z  -  4,093,243.516 (meters)                     COMP
 KV6961  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 KV6961
 KV6961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6961  Standards:
 KV6961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6961  -------------------------------------------------------------------
 KV6961  NETWORK    0.66   1.18           0.29   0.25   0.60      0.07482477
 KV6961  -------------------------------------------------------------------
 KV6961  Click here for local accuracies and other accuracy information.
 KV6961
 KV6961.The horizontal coordinates were established by GPS observations
 KV6961.and adjusted by the National Geodetic Survey in June 2012.
 KV6961
 KV6961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6961.been affixed to the stable North American tectonic plate. See 
 KV6961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6961
 KV6961.The horizontal coordinates are valid at the epoch date displayed above
 KV6961.which is a decimal equivalence of Year/Month/Day.
 KV6961
 KV6961.The orthometric height was determined by GPS observations and a
 KV6961.high-resolution geoid model.
 KV6961
 KV6961.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6961.GEOID18 height accuracy estimate available here.
 KV6961
 KV6961.Click photographs - Photos may exist for this station.
 KV6961
 KV6961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6961
 KV6961.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6961
 KV6961.The ellipsoidal height was determined by GPS observations
 KV6961.and is referenced to NAD 83.
 KV6961
 KV6961. The following values were computed from the NAD 83(2011) position.
 KV6961
 KV6961;                    North         East     Units Scale Factor Converg.
 KV6961;SPC NJ       -   149,460.912   164,130.556   MT  0.99990246   +0 06 25.4
 KV6961;SPC NJ       -   490,356.34    538,485.00   sFT  0.99990246   +0 06 25.4
 KV6961;UTM  18      - 4,447,897.115   556,694.391   MT  0.99963957   +0 25 46.8
 KV6961
 KV6961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6961!SPC NJ       -   0.99999837  x   0.99990246  =   0.99990083
 KV6961!UTM  18      -   0.99999837  x   0.99963957  =   0.99963794
 KV6961
 KV6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5669447897(NAD 83)
 KV6961
 KV6961                          SUPERSEDED SURVEY CONTROL
 KV6961
 KV6961  NAD 83(2007)-  40 10 46.33922(N)    074 20 02.66318(W) AD(2002.00) 0
 KV6961  ELLIP H (02/10/07)   10.430  (m)                       GP(2002.00)    
 KV6961  ELLIP H (10/23/02)   10.446  (m)                       GP(       ) 4 1
 KV6961  NAD 83(1996)-  40 10 46.33909(N)    074 20 02.66357(W) AD(       ) 1
 KV6961  ELLIP H (05/14/99)   10.446  (m)                       GP(       ) 4 1
 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
 KV6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6961.See file dsdata.pdf to determine how the superseded data were derived.
 KV6961
 KV6961_MARKER: DD = SURVEY DISK
 KV6961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6962 ***********************************************************************
 KV6962  DESIGNATION -  13 D 5
 KV6962  PID         -  KV6962
 KV6962  STATE/COUNTY-  NJ/MONMOUTH
 KV6962  COUNTRY     -  US
 KV6962  USGS QUAD   -  FARMINGDALE (2016)
 KV6962
 KV6962                         *CURRENT SURVEY CONTROL
 KV6962  ______________________________________________________________________
 KV6962* NAD 83(2011) POSITION- 40 10 58.01954(N) 074 13 09.12201(W)   ADJUSTED
 KV6962* NAD 83(2011) ELLIP HT-     0.655 (meters)        (06/27/12)   ADJUSTED
 KV6962* NAD 83(2011) EPOCH   -  2010.00
 KV6962* NAVD 88 ORTHO HEIGHT -    33.2   (meters)      109.    (feet) GPS OBS
 KV6962  ______________________________________________________________________
 KV6962  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6962  GEOID HEIGHT    -        -32.830 (meters)                     GEOID93
 KV6962  GEOID HEIGHT    -        -32.532 (meters)                     GEOID18
 KV6962  NAD 83(2011) X  -  1,327,055.401 (meters)                     COMP
 KV6962  NAD 83(2011) Y  - -4,695,720.050 (meters)                     COMP
 KV6962  NAD 83(2011) Z  -  4,093,512.481 (meters)                     COMP
 KV6962  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC18
 KV6962
 KV6962  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6962  Standards:
 KV6962         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6962            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6962  -------------------------------------------------------------------
 KV6962  NETWORK    0.62   1.08           0.28   0.22   0.55      0.05242045
 KV6962  -------------------------------------------------------------------
 KV6962  Click here for local accuracies and other accuracy information.
 KV6962
 KV6962.The horizontal coordinates were established by GPS observations
 KV6962.and adjusted by the National Geodetic Survey in June 2012.
 KV6962
 KV6962.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6962.been affixed to the stable North American tectonic plate. See 
 KV6962.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6962
 KV6962.The horizontal coordinates are valid at the epoch date displayed above
 KV6962.which is a decimal equivalence of Year/Month/Day.
 KV6962
 KV6962.The orthometric height was determined by GPS observations and a
 KV6962.high-resolution geoid model.
 KV6962
 KV6962.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6962.GEOID18 height accuracy estimate available here.
 KV6962
 KV6962.Click photographs - Photos may exist for this station.
 KV6962
 KV6962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6962
 KV6962.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6962
 KV6962.The ellipsoidal height was determined by GPS observations
 KV6962.and is referenced to NAD 83.
 KV6962
 KV6962. The following values were computed from the NAD 83(2011) position.
 KV6962
 KV6962;                    North         East     Units Scale Factor Converg.
 KV6962;SPC NJ       -   149,845.773   173,912.115   MT  0.99990704   +0 10 52.3
 KV6962;SPC NJ       -   491,619.01    570,576.66   sFT  0.99990704   +0 10 52.3
 KV6962;UTM  18      - 4,448,336.933   566,471.107   MT  0.99965439   +0 30 13.7
 KV6962
 KV6962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6962!SPC NJ       -   0.99999990  x   0.99990704  =   0.99990694
 KV6962!UTM  18      -   0.99999990  x   0.99965439  =   0.99965429
 KV6962
 KV6962:                Primary Azimuth Mark                     Grid Az
 KV6962:SPC NJ       -  13 D 2                                   184 18 48.3
 KV6962:UTM  18      -  13 D 2                                   183 59 26.9
 KV6962
 KV6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6647148336(NAD 83)
 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  NAD 83(2007)-  40 10 58.02006(N)    074 13 09.12248(W) AD(2002.00) 0
 KV6962  ELLIP H (02/10/07)    0.661  (m)                       GP(2002.00)    
 KV6962  ELLIP H (10/23/02)    0.676  (m)                       GP(       ) 4 1
 KV6962  NAD 83(1996)-  40 10 58.01993(N)    074 13 09.12267(W) AD(       ) 1
 KV6962  ELLIP H (05/14/99)    0.666  (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
 KV6962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6962.See file dsdata.pdf to determine how the superseded data were derived.
 KV6962
 KV6962_MARKER: DD = SURVEY DISK
 KV6962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - September 12, 2022
 KV6962
 KV6962  HISTORY     - Date     Condition        Report By
 KV6962  HISTORY     - 1993     MONUMENTED       NJGS
 KV6962  HISTORY     - 20020202 GOOD             NJGS
 KV6962  HISTORY     - 20220912 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'
 KV6962
 KV6962                          STATION RECOVERY (2022)
 KV6962
 KV6962'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 KV6962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9900 ***********************************************************************
 DG9900  DESIGNATION -  13 D 6
 DG9900  PID         -  DG9900
 DG9900  STATE/COUNTY-  NJ/MONMOUTH
 DG9900  COUNTRY     -  US
 DG9900  USGS QUAD   -  LONG BRANCH EAST (2019)
 DG9900
 DG9900                         *CURRENT SURVEY CONTROL
 DG9900  ______________________________________________________________________
 DG9900* NAD 83(1986) POSITION- 40 22 24.88   (N) 073 58 27.32   (W)   HD_HELD1
 DG9900* NAVD 88 ORTHO HEIGHT -     1.737 (meters)        5.70  (feet) ADJUSTED
 DG9900  ______________________________________________________________________
 DG9900  GEOID HEIGHT    -        -32.638 (meters)                     GEOID18
 DG9900  DYNAMIC HEIGHT  -          1.736 (meters)        5.70  (feet) COMP
 DG9900  MODELED GRAVITY -    980,180.3   (mgal)                       NAVD 88
 DG9900
 DG9900  VERT ORDER      -  FIRST     CLASS II
 DG9900
 DG9900.The horizontal coordinates were determined by differentially corrected
 DG9900.hand held GPS observations or other comparable positioning techniques
 DG9900.and have an estimated accuracy of +/- 3 meters.
 DG9900
 DG9900.The orthometric height was determined by differential leveling and
 DG9900.adjusted by the NATIONAL GEODETIC SURVEY
 DG9900.in July 2020.
 DG9900
 DG9900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9900.GEOID18 height accuracy estimate available here.
 DG9900
 DG9900.Click photographs - Photos may exist for this station.
 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       -   171,124.4     194,645.4     MT  (+/- 3 meters HH1 GPS) 
 DG9900
 DG9900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8707869726(NAD 83)
 DG9900
 DG9900                          SUPERSEDED SURVEY CONTROL
 DG9900
 DG9900  NAVD 88 (05/08/06)    1.749  (m)            5.74   (f) SUPERSEDED  1 2
 DG9900
 DG9900.Superseded values are not recommended for survey control.
 DG9900
 DG9900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9900.See file dsdata.pdf to determine how the superseded data were derived.
 DG9900
 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 2003
 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 - October 12, 2021
 DG9900
 DG9900  HISTORY     - Date     Condition        Report By
 DG9900  HISTORY     - 20030717 MONUMENTED       NJGS
 DG9900  HISTORY     - 20181011 GOOD             NJGS
 DG9900  HISTORY     - 20211012 GOOD             AAAS
 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.
 DG9900
 DG9900                          STATION RECOVERY (2018)
 DG9900
 DG9900'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DG9900'RECOVERED AS DESCRIBED.
 DG9900
 DG9900                          STATION RECOVERY (2021)
 DG9900
 DG9900'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DG9900'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DG9900'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6981 ***********************************************************************
 DM6981  DESIGNATION -  13 D 7
 DM6981  PID         -  DM6981
 DM6981  STATE/COUNTY-  NJ/MONMOUTH
 DM6981  COUNTRY     -  US
 DM6981  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6981
 DM6981                         *CURRENT SURVEY CONTROL
 DM6981  ______________________________________________________________________
 DM6981* NAD 83(1986) POSITION- 40 16 34.61   (N) 073 59 07.47   (W)   HD_HELD1
 DM6981* NAVD 88 ORTHO HEIGHT -     4.992 (meters)       16.38  (feet) ADJUSTED
 DM6981  ______________________________________________________________________
 DM6981  GEOID HEIGHT    -        -32.768 (meters)                     GEOID18
 DM6981  DYNAMIC HEIGHT  -          4.989 (meters)       16.37  (feet) COMP
 DM6981  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 DM6981
 DM6981  VERT ORDER      -  FIRST     CLASS II
 DM6981
 DM6981.The horizontal coordinates were determined by differentially corrected
 DM6981.hand held GPS observations or other comparable positioning techniques
 DM6981.and have an estimated accuracy of +/- 3 meters.
 DM6981
 DM6981.The orthometric height was determined by differential leveling and
 DM6981.adjusted by the NATIONAL GEODETIC SURVEY
 DM6981.in May 2011.
 DM6981
 DM6981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6981.GEOID18 height accuracy estimate available here.
 DM6981
 DM6981.Click photographs - Photos may exist for this station.
 DM6981
 DM6981.The dynamic height is computed by dividing the NAVD 88
 DM6981.geopotential number by the normal gravity value computed on the
 DM6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6981.degrees latitude (g = 980.6199 gals.).
 DM6981
 DM6981.The modeled gravity was interpolated from observed gravity values.
 DM6981
 DM6981;                    North         East    Units  Estimated Accuracy
 DM6981;SPC NJ       -   160,315.8     193,761.1     MT  (+/- 3 meters HH1 GPS) 
 DM6981
 DM6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8625558916(NAD 83)
 DM6981
 DM6981                          SUPERSEDED SURVEY CONTROL
 DM6981
 DM6981.No superseded survey control is available for this station.
 DM6981
 DM6981_MARKER: DD = SURVEY DISK
 DM6981_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6981_SP_SET: BRIDGE ABUTMENT
 DM6981_STAMPING: 13 D 7 2008
 DM6981_MARK LOGO: NJGS
 DM6981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6981+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2016
 DM6981
 DM6981  HISTORY     - Date     Condition        Report By
 DM6981  HISTORY     - 20080507 MONUMENTED       NJGS
 DM6981  HISTORY     - 20160510 GOOD             NJGS
 DM6981
 DM6981                          STATION DESCRIPTION
 DM6981
 DM6981'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6981'THE STATION IS LOCATED IN LONG BRANCH, SET IN A DRILL HOLE IN THE EAST
 DM6981'CORNER OF THE SOUTH ABUTMENT OF THE OCEAN BOULEVARD BRIDGE NUMBER
 DM6981'(0-21) SPANNING LAKE TAKANASEE IN WEST END.
 DM6981'
 DM6981'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6981'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 2.6 MI (4.2 KM) SOUTH ON
 DM6981'OCEAN BOULEVARD TO THE STATION ON THE LEFT.
 DM6981'
 DM6981'THE STATION IS SET FLUSH IN THE ABUTMENT IN THE SIDEWALK AREA, 5.8 FT
 DM6981'(1.8 M) EAST OF THE EAST CURBLINE OF OCEAN BOULEVARD, 128.4 FT (39.1
 DM6981'M) SOUTH OF THE CENTER OF THE BRIDGE, 37.2 FT (11.3 M) NORTH OF THE
 DM6981'SOUTH END OF THE EAST BALUSTRADE, 8.0 FT (2.4 M) SOUTHEAST OF AN
 DM6981'INLET.
 DM6981
 DM6981                          STATION RECOVERY (2016)
 DM6981
 DM6981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 DM6981'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7200 ***********************************************************************
 DM7200  DESIGNATION -  13 D 8
 DM7200  PID         -  DM7200
 DM7200  STATE/COUNTY-  NJ/MONMOUTH
 DM7200  COUNTRY     -  US
 DM7200  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7200
 DM7200                         *CURRENT SURVEY CONTROL
 DM7200  ______________________________________________________________________
 DM7200* NAD 83(1986) POSITION- 40 18 40.     (N) 074 00 21.     (W)   SCALED
 DM7200* NAVD 88 ORTHO HEIGHT -     2.072 (meters)        6.80  (feet) ADJUSTED
 DM7200  ______________________________________________________________________
 DM7200  GEOID HEIGHT    -        -32.687 (meters)                     GEOID18
 DM7200  DYNAMIC HEIGHT  -          2.071 (meters)        6.79  (feet) COMP
 DM7200  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 DM7200
 DM7200  VERT ORDER      -  FIRST     CLASS II
 DM7200
 DM7200.The horizontal coordinates were scaled from a map and have
 DM7200.an estimated accuracy of +/- 6 seconds.
 DM7200
 DM7200.The orthometric height was determined by differential leveling and
 DM7200.adjusted by the NATIONAL GEODETIC SURVEY
 DM7200.in May 2011.
 DM7200
 DM7200.No vertical observational check was made to the station.
 DM7200
 DM7200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7200.GEOID18 height accuracy estimate available here.
 DM7200
 DM7200.Click photographs - Photos may exist for this station.
 DM7200
 DM7200.The dynamic height is computed by dividing the NAVD 88
 DM7200.geopotential number by the normal gravity value computed on the
 DM7200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7200.degrees latitude (g = 980.6199 gals.).
 DM7200
 DM7200.The modeled gravity was interpolated from observed gravity values.
 DM7200
 DM7200;                    North         East    Units  Estimated Accuracy
 DM7200;SPC NJ       -   164,170.      192,000.      MT  (+/- 180 meters Scaled)
 DM7200
 DM7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK844627(NAD 83)
 DM7200
 DM7200                          SUPERSEDED SURVEY CONTROL
 DM7200
 DM7200.No superseded survey control is available for this station.
 DM7200
 DM7200_MARKER: DD = SURVEY DISK
 DM7200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7200_SP_SET: BRIDGE SIDEWALK
 DM7200_STAMPING: 13 D 8 2008
 DM7200_MARK LOGO: NJDT
 DM7200_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7200+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM7200
 DM7200  HISTORY     - Date     Condition        Report By
 DM7200  HISTORY     - UNK      MONUMENTED       NJDT
 DM7200  HISTORY     - 20080922 GOOD             NJGS
 DM7200
 DM7200                          STATION DESCRIPTION
 DM7200
 DM7200'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7200'THE STATION IS LOCATED IN THE CITY OF OCEANPORT, IN THE NORTHWEST
 DM7200'CORNER OF THE WEST SIDEWALK AT THE NORTH CORNER OF THE ABUTMENT OF THE
 DM7200'BRANCHPORT AVENUE BRIDGE SPANNING THE BRANCHPORT CREEK.
 DM7200'
 DM7200'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (NJ STATE
 DM7200'ROUTE 36) AND BRANCHPORT AVENUE (COUNTY ROUTE 29) GO 0.4 MI (0.6 KM)
 DM7200'NORTH ON BRANCHPORT AVENUE, ACROSS THE BRIDGE TO THE STATION ON THE
 DM7200'LEFT.
 DM7200'
 DM7200'THE STATION IS 4.2 FT (1.3 M) WEST-SOUTHWEST OF THE WEST CURB, 18.7 FT
 DM7200'(5.7 M) WEST-SOUTHWEST OF THE CENTERLINE OF BRANCHPORT AVENUE, 72 FT
 DM7200'(21.9 M) NORTH-NORTHWEST OF THE CENTER OF THE BRIDGE, 269 FT (82.0 M)
 DM7200'SOUTHEAST OF THE CENTERLINE OF DOREEN DRIVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7991 ***********************************************************************
 DP7991  DESIGNATION -  13 D 9
 DP7991  PID         -  DP7991
 DP7991  STATE/COUNTY-  NJ/MONMOUTH
 DP7991  COUNTRY     -  US
 DP7991  USGS QUAD   -  POINT PLEASANT (2019)
 DP7991
 DP7991                         *CURRENT SURVEY CONTROL
 DP7991  ______________________________________________________________________
 DP7991* NAD 83(1986) POSITION- 40 06 22.83   (N) 074 03 17.60   (W)   HD_HELD1
 DP7991* NAVD 88 ORTHO HEIGHT -     8.516 (meters)       27.94  (feet) ADJUSTED
 DP7991  ______________________________________________________________________
 DP7991  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 DP7991  DYNAMIC HEIGHT  -          8.512 (meters)       27.93  (feet) COMP
 DP7991  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 DP7991
 DP7991  VERT ORDER      -  FIRST     CLASS II
 DP7991
 DP7991.The horizontal coordinates were determined by differentially corrected
 DP7991.hand held GPS observations or other comparable positioning techniques
 DP7991.and have an estimated accuracy of +/- 3 meters.
 DP7991
 DP7991.The orthometric height was determined by differential leveling and
 DP7991.adjusted by the NATIONAL GEODETIC SURVEY
 DP7991.in September 2015.
 DP7991
 DP7991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7991.GEOID18 height accuracy estimate available here.
 DP7991
 DP7991.Click photographs - Photos may exist for this station.
 DP7991
 DP7991.The dynamic height is computed by dividing the NAVD 88
 DP7991.geopotential number by the normal gravity value computed on the
 DP7991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7991.degrees latitude (g = 980.6199 gals.).
 DP7991
 DP7991.The modeled gravity was interpolated from observed gravity values.
 DP7991
 DP7991;                    North         East    Units  Estimated Accuracy
 DP7991;SPC NJ       -   141,415.9     187,947.0     MT  (+/- 3 meters HH1 GPS) 
 DP7991
 DP7991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8054939988(NAD 83)
 DP7991
 DP7991                          SUPERSEDED SURVEY CONTROL
 DP7991
 DP7991.No superseded survey control is available for this station.
 DP7991
 DP7991_MARKER: DD = SURVEY DISK
 DP7991_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP7991_SP_SET: BRIDGE WING WALL
 DP7991_STAMPING: 13 D 9 2012
 DP7991_MARK LOGO: NJGS
 DP7991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7991+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2012
 DP7991
 DP7991  HISTORY     - Date     Condition        Report By
 DP7991  HISTORY     - 20120417 MONUMENTED       NJGS
 DP7991
 DP7991                          STATION DESCRIPTION
 DP7991
 DP7991'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7991'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF
 DP7991'ASBURY PARK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 1.1
 DP7991'MI (1.8 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.  THE STATION IS
 DP7991'LOCATED IN THE BOROUGH OF BRIELLE.
 DP7991'
 DP7991'THE STATION IS ON THE NORTHEAST SIDE OF STATE HIGHWAY 35, SET FLUSH IN
 DP7991'A DRILL HOLE AT THE WEST END OF THE SOUTHEAST WING WALL OF THE BRIDGE
 DP7991'CARRYING STATE HIGHWAY 35 OVER ASHLEY AVENUE (STRUCTURE NO. 1310 150,
 DP7991'MILEPOST 14.80).
 DP7991'
 DP7991'THE STATION IS 11.0 FT (3.4 M) EAST FROM THE EAST CURB OF THE
 DP7991'NORTHBOUND LANES OF STATE HIGHWAY 35, 3.5 FT (1.1 M) EAST FROM A LIGHT
 DP7991'POLE MOUNTED ON TOP OF THE SOUTHEAST END BALUSTRADE, 67.0 FT (20.4 M)
 DP7991'SOUTH FROM THE CENTERLINE OF THE BRIDGE AND 23.0 FT (7.0 M) NORTH FROM
 DP7991'A SIGN, BRIELLE BUSINESS CENTER NEXT RIGHT, WITH WITNESS SIGN
 DP7991'ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6223 ***********************************************************************
 KV6223  DESIGNATION -  13 E 1
 KV6223  PID         -  KV6223
 KV6223  STATE/COUNTY-  NJ/MONMOUTH
 KV6223  COUNTRY     -  US
 KV6223  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6223
 KV6223                         *CURRENT SURVEY CONTROL
 KV6223  ______________________________________________________________________
 KV6223* NAD 83(2011) POSITION- 40 25 57.18345(N) 074 06 50.78071(W)   ADJUSTED
 KV6223* NAD 83(2011) ELLIP HT-   -29.099 (meters)        (06/27/12)   ADJUSTED
 KV6223* NAD 83(2011) EPOCH   -  2010.00
 KV6223* NAVD 88 ORTHO HEIGHT -     3.255 (meters)       10.68  (feet) ADJUSTED
 KV6223  ______________________________________________________________________
 KV6223  GEOID HEIGHT    -        -32.360 (meters)                     GEOID18
 KV6223  NAD 83(2011) X  -  1,330,749.206 (meters)                     COMP
 KV6223  NAD 83(2011) Y  - -4,676,000.300 (meters)                     COMP
 KV6223  NAD 83(2011) Z  -  4,114,642.878 (meters)                     COMP
 KV6223  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 KV6223  DYNAMIC HEIGHT  -          3.254 (meters)       10.68  (feet) COMP
 KV6223  MODELED GRAVITY -    980,219.8   (mgal)                       NAVD 88
 KV6223
 KV6223  VERT ORDER      -  FIRST     CLASS II
 KV6223
 KV6223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6223  Standards:
 KV6223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6223  -------------------------------------------------------------------
 KV6223  NETWORK    0.56   0.84           0.24   0.22   0.43      0.12613677
 KV6223  -------------------------------------------------------------------
 KV6223  Click here for local accuracies and other accuracy information.
 KV6223
 KV6223.The horizontal coordinates were established by GPS observations
 KV6223.and adjusted by the National Geodetic Survey in June 2012.
 KV6223
 KV6223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6223.been affixed to the stable North American tectonic plate. See 
 KV6223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6223
 KV6223.The horizontal coordinates are valid at the epoch date displayed above
 KV6223.which is a decimal equivalence of Year/Month/Day.
 KV6223
 KV6223.The orthometric height was determined by differential leveling and
 KV6223.adjusted by the NATIONAL GEODETIC SURVEY
 KV6223.in July 2020.
 KV6223
 KV6223.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6223.GEOID18 height accuracy estimate available here.
 KV6223
 KV6223.Click photographs - Photos may exist for this station.
 KV6223
 KV6223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6223
 KV6223.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6223
 KV6223.The ellipsoidal height was determined by GPS observations
 KV6223.and is referenced to NAD 83.
 KV6223
 KV6223.The dynamic height is computed by dividing the NAVD 88
 KV6223.geopotential number by the normal gravity value computed on the
 KV6223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6223.degrees latitude (g = 980.6199 gals.).
 KV6223
 KV6223.The modeled gravity was interpolated from observed gravity values.
 KV6223
 KV6223. The following values were computed from the NAD 83(2011) position.
 KV6223
 KV6223;                    North         East     Units Scale Factor Converg.
 KV6223;SPC NJ       -   177,611.049   182,740.896   MT  0.99991319   +0 15 01.0
 KV6223;SPC NJ       -   582,712.25    599,542.42   sFT  0.99991319   +0 15 01.0
 KV6223;UTM  18      - 4,476,144.707   575,140.846   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7514076144(NAD 83)
 KV6223
 KV6223                          SUPERSEDED SURVEY CONTROL
 KV6223
 KV6223  NAD 83(2007)-  40 25 57.18386(N)    074 06 50.78119(W) AD(2002.00) 0
 KV6223  ELLIP H (02/10/07)  -29.083  (m)                       GP(2002.00)    
 KV6223  ELLIP H (10/23/02)  -29.071  (m)                       GP(       ) 4 1
 KV6223  NAD 83(1996)-  40 25 57.18394(N)    074 06 50.78144(W) AD(       ) 1
 KV6223  ELLIP H (05/14/99)  -29.080  (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)  -29.147  (m)                       GP(       ) 3 1
 KV6223  NAD 83(1986)-  40 25 57.18322(N)    074 06 50.78004(W) AD(       ) 2
 KV6223  NAVD 88 (09/14/94)    3.3    (m)  GEOID93  model used  GPS OBS        
 KV6223  NGVD 29 (03/28/90)    3.9    (m)  RAPSU86  model used  GPS OBS        
 KV6223
 KV6223.Superseded values are not recommended for survey control.
 KV6223
 KV6223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6223.See file dsdata.pdf to determine how the superseded data were derived.
 KV6223
 KV6223_MARKER: DD = SURVEY DISK
 KV6223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6223_STAMPING: 13 E 1 1988
 KV6223_MARK LOGO: NJGS
 KV6223_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 KV6223+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 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  HISTORY     - 20071002 GOOD             INDIV
 KV6223  HISTORY     - 20180822 GOOD             NJGS
 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.
 KV6223
 KV6223                          STATION RECOVERY (2007)
 KV6223
 KV6223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (LIP)
 KV6223'RECOVERED AS DESCRIBED
 KV6223
 KV6223                          STATION RECOVERY (2018)
 KV6223
 KV6223'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV6223'RECOVERED AS DESCRIBED.
 KV6223'
 KV6223'THE STATION IS ALSO 130 FT (39.6 M) EAST OF MILE POST SIGN 19.5, 37 FT
 KV6223'(11.3 M) EAST OF A SIGN (THOMPSON AVENUE N. MIDDLETOWN KEEP RT.).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7902 ***********************************************************************
 DP7902  DESIGNATION -  13 E 10
 DP7902  PID         -  DP7902
 DP7902  STATE/COUNTY-  NJ/MONMOUTH
 DP7902  COUNTRY     -  US
 DP7902  USGS QUAD   -  POINT PLEASANT (2019)
 DP7902
 DP7902                         *CURRENT SURVEY CONTROL
 DP7902  ______________________________________________________________________
 DP7902* NAD 83(1986) POSITION- 40 06 24.15   (N) 074 02 12.57   (W)   HD_HELD1
 DP7902* NAVD 88 ORTHO HEIGHT -     1.879 (meters)        6.16  (feet) ADJUSTED
 DP7902  ______________________________________________________________________
 DP7902  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 DP7902  DYNAMIC HEIGHT  -          1.879 (meters)        6.16  (feet) COMP
 DP7902  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 DP7902
 DP7902  VERT ORDER      -  FIRST     CLASS II
 DP7902
 DP7902.The horizontal coordinates were determined by differentially corrected
 DP7902.hand held GPS observations or other comparable positioning techniques
 DP7902.and have an estimated accuracy of +/- 3 meters.
 DP7902
 DP7902.The orthometric height was determined by differential leveling and
 DP7902.adjusted by the NATIONAL GEODETIC SURVEY
 DP7902.in September 2015.
 DP7902
 DP7902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7902.GEOID18 height accuracy estimate available here.
 DP7902
 DP7902.Click photographs - Photos may exist for this station.
 DP7902
 DP7902.The dynamic height is computed by dividing the NAVD 88
 DP7902.geopotential number by the normal gravity value computed on the
 DP7902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7902.degrees latitude (g = 980.6199 gals.).
 DP7902
 DP7902.The modeled gravity was interpolated from observed gravity values.
 DP7902
 DP7902;                    North         East    Units  Estimated Accuracy
 DP7902;SPC NJ       -   141,464.5     189,486.8     MT  (+/- 3 meters HH1 GPS) 
 DP7902
 DP7902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8208840045(NAD 83)
 DP7902
 DP7902                          SUPERSEDED SURVEY CONTROL
 DP7902
 DP7902.No superseded survey control is available for this station.
 DP7902
 DP7902_MARKER: DD = SURVEY DISK
 DP7902_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7902_SP_SET: CURB
 DP7902_STAMPING: 13 E 10 2013
 DP7902_MARK LOGO: NJGS
 DP7902_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7902+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2017
 DP7902
 DP7902  HISTORY     - Date     Condition        Report By
 DP7902  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7902  HISTORY     - 20170421 GOOD             BOSWEL
 DP7902
 DP7902                          STATION DESCRIPTION
 DP7902
 DP7902'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7902'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7902'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7902'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7902'
 DP7902'THE STATION IS SET IN A DRILL HOLE IN THE CURBLINE ON THE WEST SIDE OF
 DP7902'THIRD STREET AT THE T-JUNCTION WITH PIKE AVENUE.  THE STATION IS AT
 DP7902'THE ENTRANCE TO FISHERMAN'S COVE CONSERVATION AREA (MONMOUTH COUNTY
 DP7902'PARK SYSTEM).
 DP7902'
 DP7902'THE STATION IS 42 FT (12.8 M) SOUTH OF POLE NUMBER BT344MSN, 68.3 FT
 DP7902'(20.8 M) NORTH OF POLE NUMBER BT345MSN, 21 FT (6.4 M) SOUTH OF THE
 DP7902'EXTENDED CENTERLINE OF PIKE AVENUE, 39.7 FT (12.1 M) EAST-SOUTHEAST OF
 DP7902'THE SOUTH LEG OF THE SIGN FOR FISHERMAN'S COVE, 75 FT (22.9 M)
 DP7902'SOUTHWEST OF A FIRE HYDRANT.
 DP7902
 DP7902                          STATION RECOVERY (2017)
 DP7902
 DP7902'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (AB)
 DP7902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9950 ***********************************************************************
 DP9950  DESIGNATION -  13 E 11
 DP9950  PID         -  DP9950
 DP9950  STATE/COUNTY-  NJ/MONMOUTH
 DP9950  COUNTRY     -  US
 DP9950  USGS QUAD   -  KEYPORT (2016)
 DP9950
 DP9950                         *CURRENT SURVEY CONTROL
 DP9950  ______________________________________________________________________
 DP9950* NAD 83(1986) POSITION- 40 26 15.04   (N) 074 12 07.37   (W)   HD_HELD1
 DP9950* NAVD 88 ORTHO HEIGHT -     7.192 (meters)       23.60  (feet) ADJUSTED
 DP9950  ______________________________________________________________________
 DP9950  GEOID HEIGHT    -        -32.365 (meters)                     GEOID18
 DP9950  DYNAMIC HEIGHT  -          7.189 (meters)       23.59  (feet) COMP
 DP9950  MODELED GRAVITY -    980,222.8   (mgal)                       NAVD 88
 DP9950
 DP9950  VERT ORDER      -  FIRST     CLASS II
 DP9950
 DP9950.The horizontal coordinates were determined by differentially corrected
 DP9950.hand held GPS observations or other comparable positioning techniques
 DP9950.and have an estimated accuracy of +/- 3 meters.
 DP9950
 DP9950.The orthometric height was determined by differential leveling and
 DP9950.adjusted by the NATIONAL GEODETIC SURVEY
 DP9950.in February 2016.
 DP9950
 DP9950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9950.GEOID18 height accuracy estimate available here.
 DP9950
 DP9950.Click photographs - Photos may exist for this station.
 DP9950
 DP9950.The dynamic height is computed by dividing the NAVD 88
 DP9950.geopotential number by the normal gravity value computed on the
 DP9950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9950.degrees latitude (g = 980.6199 gals.).
 DP9950
 DP9950.The modeled gravity was interpolated from observed gravity values.
 DP9950
 DP9950;                    North         East    Units  Estimated Accuracy
 DP9950;SPC NJ       -   178,132.9     175,277.7     MT  (+/- 3 meters HH1 GPS) 
 DP9950
 DP9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6767676624(NAD 83)
 DP9950
 DP9950                          SUPERSEDED SURVEY CONTROL
 DP9950
 DP9950.No superseded survey control is available for this station.
 DP9950
 DP9950_MARKER: DD = SURVEY DISK
 DP9950_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP9950_SP_SET: JUNCTION BOX
 DP9950_STAMPING: 13 E 11 2015
 DP9950_MARK LOGO: NJGS
 DP9950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9950+STABILITY: SURFACE MOTION
 DP9950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9950+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 DP9950
 DP9950  HISTORY     - Date     Condition        Report By
 DP9950  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9950  HISTORY     - 20180809 GOOD             NJGS
 DP9950
 DP9950                          STATION DESCRIPTION
 DP9950
 DP9950'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9950'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHEAST OF SOUTH AMBOY
 DP9950'JUNCTION, 5.5 MI (8.8 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND IN THE
 DP9950'TOWN OF KEYPORT, NEW JERSEY.
 DP9950'
 DP9950'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF AN
 DP9950'ELECTRICAL JUNCTION BOX ON THE SOUTHWEST CORNER OF THE JUNCTION OF
 DP9950'EAST FRONT STREET (COUNTY ROUTE 6) AND BROAD STREET (COUNTY ROUTE 4).
 DP9950'
 DP9950'THE STATION IS 36 FT (11.0 M) SOUTH OF THE CENTERLINE OF EAST FRONT
 DP9950'STREET, 24 FT (7.3 M) WEST OF THE CENTERLINE OF BROAD STREET, 1.8 FT
 DP9950'(0.5 M) EAST OF THE THE EAST FACE OF A WALL TO A RESTAURANT, 5.2 FT
 DP9950'(1.6 M) SOUTHWEST OF A TRAFFIC SIGNAL, 6.4 FT (2.0 M) NORTHWEST OF
 DP9950'POLE NUMBER JC99KP.
 DP9950
 DP9950                          STATION RECOVERY (2018)
 DP9950
 DP9950'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DP9950'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9991 ***********************************************************************
 DP9991  DESIGNATION -  13 E 12
 DP9991  PID         -  DP9991
 DP9991  STATE/COUNTY-  NJ/MONMOUTH
 DP9991  COUNTRY     -  US
 DP9991  USGS QUAD   -  FARMINGDALE (2016)
 DP9991
 DP9991                         *CURRENT SURVEY CONTROL
 DP9991  ______________________________________________________________________
 DP9991* NAD 83(1986) POSITION- 40 13 33.25   (N) 074 09 20.19   (W)   HD_HELD1
 DP9991* NAVD 88 ORTHO HEIGHT -    28.111 (meters)       92.23  (feet) ADJUSTED
 DP9991  ______________________________________________________________________
 DP9991  GEOID HEIGHT    -        -32.543 (meters)                     GEOID18
 DP9991  DYNAMIC HEIGHT  -         28.099 (meters)       92.19  (feet) COMP
 DP9991  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 DP9991
 DP9991  VERT ORDER      -  FIRST     CLASS II
 DP9991
 DP9991.The horizontal coordinates were determined by differentially corrected
 DP9991.hand held GPS observations or other comparable positioning techniques
 DP9991.and have an estimated accuracy of +/- 3 meters.
 DP9991
 DP9991.The orthometric height was determined by differential leveling and
 DP9991.adjusted by the NATIONAL GEODETIC SURVEY
 DP9991.in February 2016.
 DP9991
 DP9991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9991.GEOID18 height accuracy estimate available here.
 DP9991
 DP9991.Click photographs - Photos may exist for this station.
 DP9991
 DP9991.The dynamic height is computed by dividing the NAVD 88
 DP9991.geopotential number by the normal gravity value computed on the
 DP9991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9991.degrees latitude (g = 980.6199 gals.).
 DP9991
 DP9991.The modeled gravity was interpolated from observed gravity values.
 DP9991
 DP9991;                    North         East    Units  Estimated Accuracy
 DP9991;SPC NJ       -   154,652.3     179,308.9     MT  (+/- 3 meters HH1 GPS) 
 DP9991
 DP9991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7183953172(NAD 83)
 DP9991
 DP9991                          SUPERSEDED SURVEY CONTROL
 DP9991
 DP9991.No superseded survey control is available for this station.
 DP9991
 DP9991_MARKER: DD = SURVEY DISK
 DP9991_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP9991+WITH SETTING: PAVEMENT
 DP9991_SP_SET: SIGN BASE
 DP9991_STAMPING: 13 E 12 2015
 DP9991_MARK LOGO: NJGS
 DP9991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9991+STABILITY: SURFACE MOTION
 DP9991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9991+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9991
 DP9991  HISTORY     - Date     Condition        Report By
 DP9991  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9991
 DP9991                          STATION DESCRIPTION
 DP9991
 DP9991'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9991'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF
 DP9991'FREEHOLD, 5.4 MI (8.7 KM) EAST OF ADELPHIA AND 2.2 MI (3.5 KM)
 DP9991'NORTH-NORTHEAST OF FARMINGDALE, IN HOWELL TOWNSHIP.
 DP9991'
 DP9991'TO REACH FROM THE INTERSECTION OF BRICKYARD/FAIRFIELD ROAD AND NEW
 DP9991'JERSEY BUSINESS 33, GO 3.5 MI (5.6 KM) EAST ON NEW JERSEY ROUTE 33 TO
 DP9991'THE STATION ON THE RIGHT, THE STATION IS IS ALSO ABOUT 0.5 MI (0.8 KM)
 DP9991'WEST OF THE JUNCTION OF STATE ROUTES 34 AND 33, STATION IS SET IN A
 DP9991'DRILL HOLE THE NORTHERLY OF TWO 5 FT (1.5 M) SQUARE SIGN BASES ON THE
 DP9991'SOUTH SIDE OF ROUTE 33.
 DP9991'
 DP9991'IT IS 41 FT (12.5 M) SOUTH OF THE CENTERLINE OF ROUTE 33, 18 FT (5.5
 DP9991'M) SOUTH-SOUTHEAST OF POLE NUMBER BT4504HL, 64.9 FT (19.8 M)
 DP9991'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM POLE NUMBER FL400HP/JC4976HL,
 DP9991'2.5 FT (0.8 M) NORTHWEST OF THE SIGN LEG, 22 FT (6.7 M) SOUTH OF THE
 DP9991'SOUTH EDGE OF ROUTE 33.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5269 ***********************************************************************
 DR5269  DESIGNATION -  13 E 13
 DR5269  PID         -  DR5269
 DR5269  STATE/COUNTY-  NJ/MONMOUTH
 DR5269  COUNTRY     -  US
 DR5269  USGS QUAD   -  KEYPORT (2016)
 DR5269
 DR5269                         *CURRENT SURVEY CONTROL
 DR5269  ______________________________________________________________________
 DR5269* NAD 83(1986) POSITION- 40 26 54.82   (N) 074 08 27.78   (W)   HD_HELD1
 DR5269* NAVD 88 ORTHO HEIGHT -     1.480 (meters)        4.86  (feet) ADJUSTED
 DR5269  ______________________________________________________________________
 DR5269  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 DR5269  DYNAMIC HEIGHT  -          1.479 (meters)        4.85  (feet) COMP
 DR5269  MODELED GRAVITY -    980,222.8   (mgal)                       NAVD 88
 DR5269
 DR5269  VERT ORDER      -  FIRST     CLASS II
 DR5269
 DR5269.The horizontal coordinates were determined by differentially corrected
 DR5269.hand held GPS observations or other comparable positioning techniques
 DR5269.and have an estimated accuracy of +/- 3 meters.
 DR5269
 DR5269.The orthometric height was determined by differential leveling and
 DR5269.adjusted by the NATIONAL GEODETIC SURVEY
 DR5269.in July 2020.
 DR5269
 DR5269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5269.GEOID18 height accuracy estimate available here.
 DR5269
 DR5269.Click photographs - Photos may exist for this station.
 DR5269
 DR5269.The dynamic height is computed by dividing the NAVD 88
 DR5269.geopotential number by the normal gravity value computed on the
 DR5269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5269.degrees latitude (g = 980.6199 gals.).
 DR5269
 DR5269.The modeled gravity was interpolated from observed gravity values.
 DR5269
 DR5269;                    North         East    Units  Estimated Accuracy
 DR5269;SPC NJ       -   179,379.1     180,447.6     MT  (+/- 3 meters HH1 GPS) 
 DR5269
 DR5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7283877899(NAD 83)
 DR5269
 DR5269                          SUPERSEDED SURVEY CONTROL
 DR5269
 DR5269.No superseded survey control is available for this station.
 DR5269
 DR5269_MARKER: DD = SURVEY DISK
 DR5269_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5269_SP_SET: CURB
 DR5269_STAMPING: 13 E 13 2018
 DR5269_MARK LOGO: NJGS
 DR5269_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5269+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DR5269
 DR5269  HISTORY     - Date     Condition        Report By
 DR5269  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5269
 DR5269                          STATION DESCRIPTION
 DR5269
 DR5269'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5269'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF SOUTH
 DR5269'AMBOY JUNCTION, 7.7 MI (12.4 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 3.3
 DR5269'MI (5.3 KM) EAST-NORTHEAST OF KEYPORT, IN THE BOROUGH OF KEANSBURG.
 DR5269'
 DR5269'TO REACH FROM THE INTERSECTION OF LAUREL AVENUE AND NEW JERSEY STATE
 DR5269'ROUTE 36, GO NORTH ON LAUREL AVENUE 0.8 MI (1.3 KM).  TURN RIGHT ON
 DR5269'CREEK ROAD AND GO 400 FT (121.9 M).
 DR5269'
 DR5269'THE STATION IS SET IN A DRILL HOLE ON THE NOSE OF THE Y-INTERSECTION
 DR5269'OF CREEK ROAD AND SEELEY AVENUE, 102.3 FT (31.2 M) EAST-NORTHEAST OF
 DR5269'THE END OF A BLACK GUIDERAIL, 71.5 FT (21.8 M) SOUTH-SOUTHEAST OF THE
 DR5269'SOUTHEAST CORNER OF A HOUSE NUMBERED 265, 57.4 FT (17.5 M)
 DR5269'NORTH-NORTHEAST OF A POWER LINE POLE NUMBERED 40249, 6 FT (1.8 M)
 DR5269'SOUTH-SOUTHWEST OF A POWER LINE POLE NUMBERED BT90201KG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5336 ***********************************************************************
 DR5336  DESIGNATION -  13 E 14
 DR5336  PID         -  DR5336
 DR5336  STATE/COUNTY-  NJ/MONMOUTH
 DR5336  COUNTRY     -  US
 DR5336  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5336
 DR5336                         *CURRENT SURVEY CONTROL
 DR5336  ______________________________________________________________________
 DR5336* NAD 83(1986) POSITION- 40 23 44.21   (N) 073 58 35.08   (W)   HD_HELD1
 DR5336* NAVD 88 ORTHO HEIGHT -     8.272 (meters)       27.14  (feet) ADJUSTED
 DR5336  ______________________________________________________________________
 DR5336  GEOID HEIGHT    -        -32.602 (meters)                     GEOID18
 DR5336  DYNAMIC HEIGHT  -          8.269 (meters)       27.13  (feet) COMP
 DR5336  MODELED GRAVITY -    980,185.4   (mgal)                       NAVD 88
 DR5336
 DR5336  VERT ORDER      -  FIRST     CLASS II
 DR5336
 DR5336.The horizontal coordinates were determined by differentially corrected
 DR5336.hand held GPS observations or other comparable positioning techniques
 DR5336.and have an estimated accuracy of +/- 3 meters.
 DR5336
 DR5336.The orthometric height was determined by differential leveling and
 DR5336.adjusted by the NATIONAL GEODETIC SURVEY
 DR5336.in July 2020.
 DR5336
 DR5336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5336.GEOID18 height accuracy estimate available here.
 DR5336
 DR5336.Click photographs - Photos may exist for this station.
 DR5336
 DR5336.The dynamic height is computed by dividing the NAVD 88
 DR5336.geopotential number by the normal gravity value computed on the
 DR5336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5336.degrees latitude (g = 980.6199 gals.).
 DR5336
 DR5336.The modeled gravity was interpolated from observed gravity values.
 DR5336
 DR5336;                    North         East    Units  Estimated Accuracy
 DR5336;SPC NJ       -   173,570.0     194,447.8     MT  (+/- 3 meters HH1 GPS) 
 DR5336
 DR5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8686772170(NAD 83)
 DR5336
 DR5336                          SUPERSEDED SURVEY CONTROL
 DR5336
 DR5336.No superseded survey control is available for this station.
 DR5336
 DR5336_MARKER: DD = SURVEY DISK
 DR5336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5336_STAMPING: 13 E 14 2018
 DR5336_MARK LOGO: NPS
 DR5336_PROJECTION: PROJECTING 20 CENTIMETERS
 DR5336_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5336+STABILITY: SURFACE MOTION
 DR5336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5336+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2020
 DR5336
 DR5336  HISTORY     - Date     Condition        Report By
 DR5336  HISTORY     - UNK      MONUMENTED       NPS
 DR5336  HISTORY     - 20181011 GOOD             NJGS
 DR5336  HISTORY     - 20201008 GOOD             NJGS
 DR5336
 DR5336                          STATION DESCRIPTION
 DR5336
 DR5336'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5336'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) NORTH OF ASBURY PARK, 12.1
 DR5336'MI (19.5 KM) EAST-SOUTHEAST OF KEYPORT AND 6.4 MI (10.3 KM) NORTH OF
 DR5336'LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5336'
 DR5336'THE MARK IS LOCATED ON THE EAST SIDE OF THE NORTHBOUND LANES OF NEW
 DR5336'JERSEY STATE ROUTE 36 BRIDGE OVER THE SHREWSBURY RIVER AT THE DIVIDE
 DR5336'WITH THE LANES LEADING INTO THE SANDY HOOK GATEWAY NATIONAL PARK.
 DR5336'
 DR5336'THE STATION IS 53 FT (16.2 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 DR5336'CONCRETE PYLON OF THE SIDEWALK, 14.5 FT (4.4 M) NORTHWEST OF LIGHT
 DR5336'POLE BA5133, 3.5 FT (1.1 M) NORTHEAST OF THE EAST CURB OF THE RAMP,
 DR5336'43.5 FT (13.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE END OF THE
 DR5336'CONCRETE BALUSTRADE.
 DR5336
 DR5336                          STATION RECOVERY (2020)
 DR5336
 DR5336'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DR5336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5314 ***********************************************************************
 DR5314  DESIGNATION -  13 E 15
 DR5314  PID         -  DR5314
 DR5314  STATE/COUNTY-  NJ/MONMOUTH
 DR5314  COUNTRY     -  US
 DR5314  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5314
 DR5314                         *CURRENT SURVEY CONTROL
 DR5314  ______________________________________________________________________
 DR5314* NAD 83(1986) POSITION- 40 20 52.87   (N) 074 03 04.80   (W)   HD_HELD1
 DR5314* NAVD 88 ORTHO HEIGHT -    20.962 (meters)       68.77  (feet) ADJUSTED
 DR5314  ______________________________________________________________________
 DR5314  GEOID HEIGHT    -        -32.541 (meters)                     GEOID18
 DR5314  DYNAMIC HEIGHT  -         20.953 (meters)       68.74  (feet) COMP
 DR5314  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 DR5314
 DR5314  VERT ORDER      -  FIRST     CLASS II
 DR5314
 DR5314.The horizontal coordinates were determined by differentially corrected
 DR5314.hand held GPS observations or other comparable positioning techniques
 DR5314.and have an estimated accuracy of +/- 3 meters.
 DR5314
 DR5314.The orthometric height was determined by differential leveling and
 DR5314.adjusted by the NATIONAL GEODETIC SURVEY
 DR5314.in July 2020.
 DR5314
 DR5314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5314.GEOID18 height accuracy estimate available here.
 DR5314
 DR5314.Click photographs - Photos may exist for this station.
 DR5314
 DR5314.The dynamic height is computed by dividing the NAVD 88
 DR5314.geopotential number by the normal gravity value computed on the
 DR5314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5314.degrees latitude (g = 980.6199 gals.).
 DR5314
 DR5314.The modeled gravity was interpolated from observed gravity values.
 DR5314
 DR5314;                    North         East    Units  Estimated Accuracy
 DR5314;SPC NJ       -   168,250.5     188,114.4     MT  (+/- 3 meters HH1 GPS) 
 DR5314
 DR5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8056566816(NAD 83)
 DR5314
 DR5314                          SUPERSEDED SURVEY CONTROL
 DR5314
 DR5314.No superseded survey control is available for this station.
 DR5314
 DR5314_MARKER: DD = SURVEY DISK
 DR5314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5314_SP_SET: ELECTRICAL JUNCTION BOX
 DR5314_STAMPING: 13 E 15 2018
 DR5314_MARK LOGO: NJGS
 DR5314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5314+STABILITY: SURFACE MOTION
 DR5314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5314+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5314
 DR5314  HISTORY     - Date     Condition        Report By
 DR5314  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5314
 DR5314                          STATION DESCRIPTION
 DR5314
 DR5314'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5314'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHEAST OF KEYPORT, 9.0
 DR5314'MI (14.5 KM) NORTH-NORTHWEST OF ASBURY PARK AND 4.3 MI (6.9 KM)
 DR5314'NORTHWEST OF LONG BRANCH, IN RED BANK.
 DR5314'
 DR5314'TO REACH FROM THE INTERSECTION OF WEST FRONT STREET/RIVER ROAD (COUNTY
 DR5314'ROUTE 10) AND PROSPECT AVENUE, GO 0.55 MI (0.88 KM) SOUTHEAST ON
 DR5314'PROSPECT AVENUE TO THE STATION ON THE RIGHT, AT THE NORTHWEST CORNER
 DR5314'OF THE JUNCTION OF PROSPECT AVENUE AND HARDING ROAD (COUNTY ROUTE 34).
 DR5314'THE STATION IS SET IN THE SOUTHWEST CORNER OF AN ELECTRICAL JUNCTION
 DR5314'BOX, 36.7 FT (11.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF PROSPECT
 DR5314'AVENUE, 32 FT (9.8 M) NORTH-NORTHWEST OF THE CENTERLINE OF HARDING
 DR5314'AVENUE, 11.7 FT (3.6 M) SOUTH OF THE SOUTHEAST CORNER OF AN ALUMINUM
 DR5314'ELECTRICAL CABINET (23004), 5.7 FT (1.7 M) EAST-SOUTHEAST OF THE MAST
 DR5314'OF A TRAFFIC SIGNAL, 2.5 FT (0.8 M) NORTH OF THE NORTH EDGE OF A
 DR5314'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5370 ***********************************************************************
 DR5370  DESIGNATION -  13 E 16
 DR5370  PID         -  DR5370
 DR5370  STATE/COUNTY-  NJ/MONMOUTH
 DR5370  COUNTRY     -  US
 DR5370  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5370
 DR5370                         *CURRENT SURVEY CONTROL
 DR5370  ______________________________________________________________________
 DR5370* NAD 83(1986) POSITION- 40 23 43.53   (N) 073 58 33.14   (W)   HD_HELD1
 DR5370* NAVD 88 ORTHO HEIGHT -     4.212 (meters)       13.82  (feet) ADJUSTED
 DR5370  ______________________________________________________________________
 DR5370  GEOID HEIGHT    -        -32.603 (meters)                     GEOID18
 DR5370  DYNAMIC HEIGHT  -          4.210 (meters)       13.81  (feet) COMP
 DR5370  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 DR5370
 DR5370  VERT ORDER      -  FIRST     CLASS II
 DR5370
 DR5370.The horizontal coordinates were determined by differentially corrected
 DR5370.hand held GPS observations or other comparable positioning techniques
 DR5370.and have an estimated accuracy of +/- 3 meters.
 DR5370
 DR5370.The orthometric height was determined by differential leveling and
 DR5370.adjusted by the NATIONAL GEODETIC SURVEY
 DR5370.in July 2020.
 DR5370
 DR5370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5370.GEOID18 height accuracy estimate available here.
 DR5370
 DR5370.Click photographs - Photos may exist for this station.
 DR5370
 DR5370.The dynamic height is computed by dividing the NAVD 88
 DR5370.geopotential number by the normal gravity value computed on the
 DR5370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5370.degrees latitude (g = 980.6199 gals.).
 DR5370
 DR5370.The modeled gravity was interpolated from observed gravity values.
 DR5370
 DR5370;                    North         East    Units  Estimated Accuracy
 DR5370;SPC NJ       -   173,549.3     194,493.7     MT  (+/- 3 meters HH1 GPS) 
 DR5370
 DR5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8691372150(NAD 83)
 DR5370
 DR5370                          SUPERSEDED SURVEY CONTROL
 DR5370
 DR5370.No superseded survey control is available for this station.
 DR5370
 DR5370_MARKER: DD = SURVEY DISK
 DR5370_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5370_SP_SET: ELECTRICAL MANHOLE
 DR5370_STAMPING: 13 E 16 2018
 DR5370_MARK LOGO: NJGS
 DR5370_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5370+STABILITY: SURFACE MOTION
 DR5370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5370+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2018
 DR5370
 DR5370  HISTORY     - Date     Condition        Report By
 DR5370  HISTORY     - 20181011 MONUMENTED       NJGS
 DR5370
 DR5370                          STATION DESCRIPTION
 DR5370
 DR5370'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5370'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) NORTH OF ASBURY PARK, 12.1
 DR5370'MI (19.5 KM) EAST-SOUTHEAST OF KEYPORT AND 6.4 MI (10.3 KM) NORTH OF
 DR5370'LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5370'
 DR5370'TO REACH FROM THE INTERSECTION OF THE SHREWSBURY RIVER BRIDGE (COUNTY
 DR5370'ROUTE 520) AND NEW JERSEY STATE ROUTE 36, GO 2.0 MI (3.2 KM) TO THE
 DR5370'SPLIT BETWEEN THE ENTRANCE RAMP LEADING TO THE BRIDGE CROSSING THE
 DR5370'SHREWSBURY RIVER AND THE RAMP LEADING TO THE GATEWAY NATIONAL
 DR5370'RECREATION AREA, TAKE THE RAMP TO THE PARK AND GO ABOUT 270 FT (82.3
 DR5370'M) TO THE STATION ON THE RIGHT.
 DR5370'
 DR5370'THE STATION IS IS SET IN A DRILL HOLE IN THE CORNER OF A RECTANGULAR
 DR5370'ELECTRICAL JUNCTION MAN HOLE IN THE BIKE PATH, 62.5 FT (19.1 M)
 DR5370'SOUTH-SOUTHWEST OF POLE NUMBER JC238SBR, 10 FT (3.0 M) EAST OF THE
 DR5370'EAST CURB OF THE RAMP, 79 FT (24.1 M) NORTH OF POLE NUMBER JC237SBR,
 DR5370'3.5 E OF THE CENTERLINE OF THE BIKE PATH, ABOUT 106 N OF THE CENTER
 DR5370'PIER OF THE OVERHEAD WALKWAY FOR A WALKWAY BRIDGE TO THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6294 ***********************************************************************
 KV6294  DESIGNATION -  13 E 2
 KV6294  PID         -  KV6294
 KV6294  STATE/COUNTY-  NJ/MONMOUTH
 KV6294  COUNTRY     -  US
 KV6294  USGS QUAD   -  FARMINGDALE (2016)
 KV6294
 KV6294                         *CURRENT SURVEY CONTROL
 KV6294  ______________________________________________________________________
 KV6294* NAD 83(1986) POSITION- 40 09 57.     (N) 074 14 00.     (W)   SCALED
 KV6294* NAVD 88 ORTHO HEIGHT -    39.086 (meters)      128.23  (feet) ADJUSTED
 KV6294  ______________________________________________________________________
 KV6294  GEOID HEIGHT    -        -32.550 (meters)                     GEOID18
 KV6294  DYNAMIC HEIGHT  -         39.069 (meters)      128.18  (feet) COMP
 KV6294  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 KV6294
 KV6294  VERT ORDER      -  FIRST     CLASS II
 KV6294
 KV6294.The horizontal coordinates were scaled from a map and have
 KV6294.an estimated accuracy of +/- 6 seconds.
 KV6294
 KV6294.The orthometric height was determined by differential leveling and
 KV6294.adjusted by the NATIONAL GEODETIC SURVEY
 KV6294.in June 1991.
 KV6294
 KV6294.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6294.GEOID18 height accuracy estimate available here.
 KV6294
 KV6294.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK652464(NAD 83)
 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
 KV6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6294.See file dsdata.pdf to determine how the superseded data were derived.
 KV6294
 KV6294_MARKER: DD = SURVEY DISK
 KV6294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DF5256 ***********************************************************************
 DF5256  DESIGNATION -  13 E 3
 DF5256  PID         -  DF5256
 DF5256  STATE/COUNTY-  NJ/MONMOUTH
 DF5256  COUNTRY     -  US
 DF5256  USGS QUAD   -  ROOSEVELT (2019)
 DF5256
 DF5256                         *CURRENT SURVEY CONTROL
 DF5256  ______________________________________________________________________
 DF5256* NAD 83(2011) POSITION- 40 10 23.05895(N) 074 25 21.83301(W)   ADJUSTED
 DF5256* NAD 83(2011) ELLIP HT-    21.208 (meters)        (06/27/12)   ADJUSTED
 DF5256* NAD 83(2011) EPOCH   -  2010.00
 DF5256* NAVD 88 ORTHO HEIGHT -    53.6   (meters)      176.    (feet) GPS OBS
 DF5256  ______________________________________________________________________
 DF5256  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5256  GEOID HEIGHT    -        -32.379 (meters)                     GEOID99
 DF5256  GEOID HEIGHT    -        -32.396 (meters)                     GEOID18
 DF5256  NAD 83(2011) X  -  1,310,557.573 (meters)                     COMP
 DF5256  NAD 83(2011) Y  - -4,701,089.757 (meters)                     COMP
 DF5256  NAD 83(2011) Z  -  4,092,701.854 (meters)                     COMP
 DF5256  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 DF5256
 DF5256  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5256  Standards:
 DF5256         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5256            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5256  -------------------------------------------------------------------
 DF5256  NETWORK    0.57   0.88           0.26   0.20   0.45      0.09445787
 DF5256  -------------------------------------------------------------------
 DF5256  Click here for local accuracies and other accuracy information.
 DF5256
 DF5256.The horizontal coordinates were established by GPS observations
 DF5256.and adjusted by the National Geodetic Survey in June 2012.
 DF5256
 DF5256.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5256.been affixed to the stable North American tectonic plate. See 
 DF5256.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5256
 DF5256.The horizontal coordinates are valid at the epoch date displayed above
 DF5256.which is a decimal equivalence of Year/Month/Day.
 DF5256
 DF5256.The orthometric height was determined by GPS observations and a
 DF5256.high-resolution geoid model.
 DF5256
 DF5256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5256.GEOID18 height accuracy estimate available here.
 DF5256
 DF5256.Click photographs - Photos may exist for this station.
 DF5256
 DF5256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5256
 DF5256.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5256
 DF5256.The ellipsoidal height was determined by GPS observations
 DF5256.and is referenced to NAD 83.
 DF5256
 DF5256. The following values were computed from the NAD 83(2011) position.
 DF5256
 DF5256;                    North         East     Units Scale Factor Converg.
 DF5256;SPC NJ       -   148,732.615   156,580.918   MT  0.99990053   +0 02 59.4
 DF5256;SPC NJ       -   487,966.92    513,715.90   sFT  0.99990053   +0 02 59.4
 DF5256;UTM  18      - 4,447,126.530   549,150.987   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4915047126(NAD 83)
 DF5256
 DF5256                          SUPERSEDED SURVEY CONTROL
 DF5256
 DF5256  NAD 83(2007)-  40 10 23.05953(N)    074 25 21.83360(W) AD(2002.00) 0
 DF5256  ELLIP H (02/10/07)   21.213  (m)                       GP(2002.00)    
 DF5256  NAD 83(1996)-  40 10 23.05947(N)    074 25 21.83387(W) AD(       ) 1
 DF5256  ELLIP H (04/17/03)   21.236  (m)                       GP(       ) 3 1
 DF5256
 DF5256.Superseded values are not recommended for survey control.
 DF5256
 DF5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5256.See file dsdata.pdf to determine how the superseded data were derived.
 DF5256
 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 - April 25, 2023
 DF5256
 DF5256  HISTORY     - Date     Condition        Report By
 DF5256  HISTORY     - UNK      MONUMENTED       NJGS
 DF5256  HISTORY     - 20020202 GOOD             NJGS
 DF5256  HISTORY     - 20230425 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 537, MONMOUTH ROAD, AND COUNTY ROAD 526, TRENTON
 DF5256'LAKEWOOD ROAD IN CARRS TAVERN.
 DF5256'
 DF5256'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 EXIT
 DF5256'16 AND COUNTY ROAD 537 MONMOUTH ROAD, IN BURKESVILLE, GO 0.55 MI
 DF5256'NORTHEAST ON COUNTY ROAD 537 TO THE CROSSROADS INTERSECTION OF COUNTY
 DF5256'ROADS 537, 526, AND 571.  TURN LEFT ON COUNTY ROADS 526,571 AND GO
 DF5256'0.65 MI NORTHWEST TOTHE WYE INTERSECTION OF THE ABANDONED PORTION OF
 DF5256'COUNTY ROAD 526 AND COUNTY ROAD 571 AND THE STATION AHEAD, RECESSED
 DF5256'ABOUT 0.1 M BELOW THE GROUND IN A LANDSCAPED AREA, JUST EAST OF AN
 DF5256'ASPHALT PAVED PARKING LOT FOR SEVERAL BUSINESSES IN A ONE STORY BRICK
 DF5256'BUILDING.
 DF5256'
 DF5256'THE STATION IS IN RANGE WITH THE FRONT DOOR OF THE TOPS N TOWN
 DF5256'CLEANERS.  IT IS 25.3 M NORTHEAST FROM A YELLOW TRAFFIC WARNING SIGN,
 DF5256'ROAD CLOSED 200 FT AHEAD, 5.7 M SOUTH SOUTHEAST FROM AND NORMAL TO THE
 DF5256'SOUTHEAST EDGE OF THE  ASPHALT PAVED PARKING LOT, 34.7 M NORTHWEST
 DF5256'FROM AN ABANDONED 1.5 FT HIGH 8 IN DIAMETER PIPE FOR A FORMER SIGN.
 DF5256
 DF5256                          STATION RECOVERY (2023)
 DF5256
 DF5256'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DF5256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6963 ***********************************************************************
 KV6963  DESIGNATION -  13 E 4
 KV6963  PID         -  KV6963
 KV6963  STATE/COUNTY-  NJ/MONMOUTH
 KV6963  COUNTRY     -  US
 KV6963  USGS QUAD   -  ADELPHIA (2019)
 KV6963
 KV6963                         *CURRENT SURVEY CONTROL
 KV6963  ______________________________________________________________________
 KV6963* NAD 83(2011) POSITION- 40 11 04.32512(N) 074 18 47.27688(W)   ADJUSTED
 KV6963* NAD 83(2011) ELLIP HT-     2.713 (meters)        (06/27/12)   ADJUSTED
 KV6963* NAD 83(2011) EPOCH   -  2010.00
 KV6963* NAVD 88 ORTHO HEIGHT -    35.1   (meters)      115.    (feet) GPS OBS
 KV6963  ______________________________________________________________________
 KV6963  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6963  GEOID HEIGHT    -        -32.710 (meters)                     GEOID93
 KV6963  GEOID HEIGHT    -        -32.411 (meters)                     GEOID18
 KV6963  NAD 83(2011) X  -  1,319,321.854 (meters)                     COMP
 KV6963  NAD 83(2011) Y  - -4,697,770.037 (meters)                     COMP
 KV6963  NAD 83(2011) Z  -  4,093,662.395 (meters)                     COMP
 KV6963  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 KV6963
 KV6963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6963  Standards:
 KV6963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6963  -------------------------------------------------------------------
 KV6963  NETWORK    0.71   1.27           0.31   0.27   0.65      0.04621313
 KV6963  -------------------------------------------------------------------
 KV6963  Click here for local accuracies and other accuracy information.
 KV6963
 KV6963.The horizontal coordinates were established by GPS observations
 KV6963.and adjusted by the National Geodetic Survey in June 2012.
 KV6963
 KV6963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6963.been affixed to the stable North American tectonic plate. See 
 KV6963.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6963
 KV6963.The horizontal coordinates are valid at the epoch date displayed above
 KV6963.which is a decimal equivalence of Year/Month/Day.
 KV6963
 KV6963.The orthometric height was determined by GPS observations and a
 KV6963.high-resolution geoid model.
 KV6963
 KV6963.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6963.GEOID18 height accuracy estimate available here.
 KV6963
 KV6963.Click photographs - Photos may exist for this station.
 KV6963
 KV6963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6963
 KV6963.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6963
 KV6963.The ellipsoidal height was determined by GPS observations
 KV6963.and is referenced to NAD 83.
 KV6963
 KV6963. The following values were computed from the NAD 83(2011) position.
 KV6963
 KV6963;                    North         East     Units Scale Factor Converg.
 KV6963;SPC NJ       -   150,019.179   165,912.715   MT  0.99990312   +0 07 14.1
 KV6963;SPC NJ       -   492,187.92    544,331.97   sFT  0.99990312   +0 07 14.1
 KV6963;UTM  18      - 4,448,465.259   558,472.912   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5847248465(NAD 83)
 KV6963
 KV6963                          SUPERSEDED SURVEY CONTROL
 KV6963
 KV6963  NAD 83(2007)-  40 11 04.32585(N)    074 18 47.27712(W) AD(2002.00) 0
 KV6963  ELLIP H (02/10/07)    2.717  (m)                       GP(2002.00)    
 KV6963  ELLIP H (10/23/02)    2.727  (m)                       GP(       ) 4 1
 KV6963  NAD 83(1996)-  40 11 04.32569(N)    074 18 47.27756(W) AD(       ) 1
 KV6963  ELLIP H (05/14/99)    2.725  (m)                       GP(       ) 4 1
 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
 KV6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6963.See file dsdata.pdf to determine how the superseded data were derived.
 KV6963
 KV6963_MARKER: DD = SURVEY DISK
 KV6963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6964 ***********************************************************************
 KV6964  DESIGNATION -  13 E 5
 KV6964  PID         -  KV6964
 KV6964  STATE/COUNTY-  NJ/MONMOUTH
 KV6964  COUNTRY     -  US
 KV6964  USGS QUAD   -  FARMINGDALE (2016)
 KV6964
 KV6964                         *CURRENT SURVEY CONTROL
 KV6964  ______________________________________________________________________
 KV6964* NAD 83(2011) POSITION- 40 11 08.88869(N) 074 10 31.92353(W)   ADJUSTED
 KV6964* NAD 83(2011) ELLIP HT-   -12.457 (meters)        (06/27/12)   ADJUSTED
 KV6964* NAD 83(2011) EPOCH   -  2010.00
 KV6964* NAVD 88 ORTHO HEIGHT -    20.2   (meters)       66.    (feet) GPS OBS
 KV6964  ______________________________________________________________________
 KV6964  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6964  GEOID HEIGHT    -        -32.609 (meters)                     GEOID18
 KV6964  NAD 83(2011) X  -  1,330,571.997 (meters)                     COMP
 KV6964  NAD 83(2011) Y  - -4,694,489.554 (meters)                     COMP
 KV6964  NAD 83(2011) Z  -  4,093,760.140 (meters)                     COMP
 KV6964  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 KV6964
 KV6964  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6964  Standards:
 KV6964         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6964            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6964  -------------------------------------------------------------------
 KV6964  NETWORK    0.64   1.12           0.29   0.23   0.57      0.04416546
 KV6964  -------------------------------------------------------------------
 KV6964  Click here for local accuracies and other accuracy information.
 KV6964
 KV6964.The horizontal coordinates were established by GPS observations
 KV6964.and adjusted by the National Geodetic Survey in June 2012.
 KV6964
 KV6964.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6964.been affixed to the stable North American tectonic plate. See 
 KV6964.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6964
 KV6964.The horizontal coordinates are valid at the epoch date displayed above
 KV6964.which is a decimal equivalence of Year/Month/Day.
 KV6964
 KV6964.The orthometric height was determined by GPS observations and a
 KV6964.high-resolution geoid model.
 KV6964
 KV6964.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6964.GEOID18 height accuracy estimate available here.
 KV6964
 KV6964.Click photographs - Photos may exist for this station.
 KV6964
 KV6964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6964
 KV6964.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6964
 KV6964.The ellipsoidal height was determined by GPS observations
 KV6964.and is referenced to NAD 83.
 KV6964
 KV6964. The following values were computed from the NAD 83(2011) position.
 KV6964
 KV6964;                    North         East     Units Scale Factor Converg.
 KV6964;SPC NJ       -   150,193.661   177,629.395   MT  0.99990939   +0 12 33.7
 KV6964;SPC NJ       -   492,760.37    582,772.44   sFT  0.99990939   +0 12 33.7
 KV6964;UTM  18      - 4,448,705.655   570,185.437   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7018548705(NAD 83)
 KV6964
 KV6964                          SUPERSEDED SURVEY CONTROL
 KV6964
 KV6964  NAD 83(2007)-  40 11 08.88927(N)    074 10 31.92383(W) AD(2002.00) 0
 KV6964  ELLIP H (02/10/07)  -12.451  (m)                       GP(2002.00)    
 KV6964  ELLIP H (10/23/02)  -12.433  (m)                       GP(       ) 4 1
 KV6964  NAD 83(1996)-  40 11 08.88917(N)    074 10 31.92382(W) AD(       ) 1
 KV6964  ELLIP H (05/14/99)  -12.448  (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)  -12.386  (m)                       GP(       ) 3 1
 KV6964  NAD 83(1986)-  40 11 08.89028(N)    074 10 31.92659(W) AD(       ) 1
 KV6964  NAVD 88 (02/25/94)   20.2    (m)  GEOID93  model used  GPS OBS        
 KV6964
 KV6964.Superseded values are not recommended for survey control.
 KV6964
 KV6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6964.See file dsdata.pdf to determine how the superseded data were derived.
 KV6964
 KV6964_MARKER: DD = SURVEY DISK
 KV6964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 27, 2020
 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  HISTORY     - 20200427 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'
 KV6964
 KV6964                          STATION RECOVERY (2020)
 KV6964
 KV6964'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6964'THE MARK IS LOCATED IN HOWELL TOWNSHIP ON THE SOUTHWEST SIDE OF
 KV6964'SQUANKUM YELLOW BROOK ROAD, COUNTY ROAD 524A AND ON THE GROUNDS OF THE
 KV6964'HOWELL TOWNSHIP HIGH SCHOOL.
 KV6964'
 KV6964'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 AND
 KV6964'COUNTY ROAD 547 NORTH AT INTERCHANGE 37B, GO NORTH ON COUNTY ROAD 547
 KV6964'FOR 0.25 MI (0.40 KM) TO THE CROSSROADS INTERSECTION WITH SQUANKUM
 KV6964'YELLOW BROOK ROAD, COUNTY ROAD 524A AND ALLAIRE ROAD, COUNTY ROAD 524.
 KV6964'TURN LEFT AND GO WEST, THEN NORTH ON COUNTY ROAD 524A FOR 1.85 MI
 KV6964'(2.98 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND JUST
 KV6964'NORTHEAST OF THE SCHOOL PARKING LOT.
 KV6964'
 KV6964'THE STATION IS 186 FT (56.7 M) NORTHWEST OF CENTER OF PREVENTORIUM
 KV6964'ROAD, 119 FT (36.3 M) SOUTHWEST OF CENTER OF COUNTY LINE ROAD 524A,
 KV6964'109.9 FT (33.5 M) SOUTH-SOUTHEAST OF CENTER OF HOWELL HIGH SCHOOL
 KV6964'WORLD TRADE CENTER MEMORIAL GARDEN MONUMENT, 104.5 FT (31.9 M)
 KV6964'SOUTH-SOUTHWEST OF POLE BT1551HL, 8 FT (2.4 M) NORTHEAST OF THE
 KV6964'NORTHEAST CURB OF PARKING LOT AND SET IN THE TOP OF A 16-IN (41 CM)
 KV6964'ROUND CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6564 ***********************************************************************
 DK6564  DESIGNATION -  13 E 6
 DK6564  PID         -  DK6564
 DK6564  STATE/COUNTY-  NJ/MONMOUTH
 DK6564  COUNTRY     -  US
 DK6564  USGS QUAD   -  ADELPHIA (2019)
 DK6564
 DK6564                         *CURRENT SURVEY CONTROL
 DK6564  ______________________________________________________________________
 DK6564* NAD 83(1986) POSITION- 40 14 56.91   (N) 074 15 04.70   (W)   HD_HELD1
 DK6564* NAVD 88 ORTHO HEIGHT -    41.661 (meters)      136.68  (feet) ADJUSTED
 DK6564  ______________________________________________________________________
 DK6564  GEOID HEIGHT    -        -32.370 (meters)                     GEOID18
 DK6564  DYNAMIC HEIGHT  -         41.644 (meters)      136.63  (feet) COMP
 DK6564  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 DK6564
 DK6564  VERT ORDER      -  SECOND    CLASS II
 DK6564
 DK6564.The horizontal coordinates were determined by differentially corrected
 DK6564.hand held GPS observations or other comparable positioning techniques
 DK6564.and have an estimated accuracy of +/- 3 meters.
 DK6564
 DK6564.The orthometric height was determined by differential leveling and
 DK6564.adjusted by the NATIONAL GEODETIC SURVEY
 DK6564.in May 2011.
 DK6564
 DK6564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6564.GEOID18 height accuracy estimate available here.
 DK6564
 DK6564.Click photographs - Photos may exist for this station.
 DK6564
 DK6564.The dynamic height is computed by dividing the NAVD 88
 DK6564.geopotential number by the normal gravity value computed on the
 DK6564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6564.degrees latitude (g = 980.6199 gals.).
 DK6564
 DK6564.The modeled gravity was interpolated from observed gravity values.
 DK6564
 DK6564;                    North         East    Units  Estimated Accuracy
 DK6564;SPC NJ       -   157,205.3     171,157.5     MT  (+/- 3 meters HH1 GPS) 
 DK6564
 DK6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6367555678(NAD 83)
 DK6564
 DK6564                          SUPERSEDED SURVEY CONTROL
 DK6564
 DK6564.No superseded survey control is available for this station.
 DK6564
 DK6564_MARKER: DD = SURVEY DISK
 DK6564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6564_SP_SET: SIGN BASE
 DK6564_STAMPING: 13 E 6 2006
 DK6564_MARK LOGO: NJGS
 DK6564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6564+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DK6564
 DK6564  HISTORY     - Date     Condition        Report By
 DK6564  HISTORY     - 20061102 MONUMENTED       NJGS
 DK6564  HISTORY     - 20220817 GOOD             NJGS
 DK6564
 DK6564                          STATION DESCRIPTION
 DK6564
 DK6564'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6564'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, SET IN A DRILL HOLE IN
 DK6564'THE NORTH SIDE OF THE 4.0 FT (1.2 M) DIAMETER CONCRETE BASE OF A LARGE
 DK6564'CANTILEVER ROAD SIGN (55 SOUTH HALLS MILL ROAD) FOR THE EASTBOUND
 DK6564'LANES OF NJ ROUTE 33 BUSINESS.  THE SIGN IS ACROSS THE HIGHWAY FROM
 DK6564'THE FREEHOLD CARTAGE (NUMBER 825 ROUTE 33).
 DK6564'
 DK6564'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK
 DK6564'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO
 DK6564'ABOUT 1.2 MI (1.93 KM) EAST ON ROUTE 33 BUSINESS TO THE STATION ON THE
 DK6564'RIGHT.
 DK6564'
 DK6564'THE STATION IS 112.4 FT (34.3 M) WEST OF LIGHT POLE NUMBER K01103,
 DK6564'52.7 FT (16.1 M) EAST OF LIGHT POLE NUMBER K02102, 3.0 FT (0.9 M)
 DK6564'SOUTH OF THE SOUTH CURB OF ROUTE 33 BUSINESS, 17.7 FT (5.4 M) WEST OF
 DK6564'AN INLET IN THE CURB.  THE STATION IS ABOUT 1.5 FT (0.5 M) ABOVE THE
 DK6564'GROUND.
 DK6564
 DK6564                          STATION RECOVERY (2022)
 DK6564
 DK6564'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6982 ***********************************************************************
 DM6982  DESIGNATION -  13 E 7
 DM6982  PID         -  DM6982
 DM6982  STATE/COUNTY-  NJ/MONMOUTH
 DM6982  COUNTRY     -  US
 DM6982  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6982
 DM6982                         *CURRENT SURVEY CONTROL
 DM6982  ______________________________________________________________________
 DM6982* NAD 83(1986) POSITION- 40 16 36.     (N) 073 59 27.     (W)   SCALED
 DM6982* NAVD 88 ORTHO HEIGHT -     3.323 (meters)       10.90  (feet) ADJUSTED
 DM6982  ______________________________________________________________________
 DM6982  GEOID HEIGHT    -        -32.761 (meters)                     GEOID18
 DM6982  DYNAMIC HEIGHT  -          3.321 (meters)       10.90  (feet) COMP
 DM6982  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 DM6982
 DM6982  VERT ORDER      -  FIRST     CLASS II
 DM6982
 DM6982.The horizontal coordinates were scaled from a map and have
 DM6982.an estimated accuracy of +/- 6 seconds.
 DM6982
 DM6982.The orthometric height was determined by differential leveling and
 DM6982.adjusted by the NATIONAL GEODETIC SURVEY
 DM6982.in May 2011.
 DM6982
 DM6982.No vertical observational check was made to the station.
 DM6982
 DM6982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6982.GEOID18 height accuracy estimate available here.
 DM6982
 DM6982.Click photographs - Photos may exist for this station.
 DM6982
 DM6982.The dynamic height is computed by dividing the NAVD 88
 DM6982.geopotential number by the normal gravity value computed on the
 DM6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6982.degrees latitude (g = 980.6199 gals.).
 DM6982
 DM6982.The modeled gravity was interpolated from observed gravity values.
 DM6982
 DM6982;                    North         East    Units  Estimated Accuracy
 DM6982;SPC NJ       -   160,360.      193,300.      MT  (+/- 180 meters Scaled)
 DM6982
 DM6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK857589(NAD 83)
 DM6982
 DM6982                          SUPERSEDED SURVEY CONTROL
 DM6982
 DM6982.No superseded survey control is available for this station.
 DM6982
 DM6982_MARKER: DD = SURVEY DISK
 DM6982_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6982_SP_SET: CULVERT HEADWALL
 DM6982_STAMPING: 13 E 7 2008
 DM6982_MARK LOGO: NJGS
 DM6982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6982+STABILITY: SURFACE MOTION
 DM6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6982+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM6982
 DM6982  HISTORY     - Date     Condition        Report By
 DM6982  HISTORY     - 20080507 MONUMENTED       NJGS
 DM6982
 DM6982                          STATION DESCRIPTION
 DM6982
 DM6982'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6982'THE STATION IS LOCATED IN LONG BRANCH, SET IN A DRILL HOLE IN THE EAST
 DM6982'CORNER OF A CONCRETE PIPE CULVERT ON THE SOUTH SIDE OF LAKE
 DM6982'TAKANASSEE, ON THE NORTH SIDE OF SOUTH LAKE DRIVE.
 DM6982'
 DM6982'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6982'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 2.6 MI (4.2 KM) SOUTH ON
 DM6982'OCEAN BOULEVARD TO THE JUNCTION WITH SOUTH LAKE DRIVE.  TURN RIGHT AND
 DM6982'GO 0.3 MI (0.5 KM) WEST ON SOUTH LAKE DRIVE TO THE STATION ON THE
 DM6982'RIGHT.
 DM6982'
 DM6982'THE STATION IS SET FLUSH IN THE HEADWALL, 17.2 FT (5.2 M) NORTHEAST OF
 DM6982'POLE NUMBER 1M, 118.3 FT (36.1 M) WEST-NORTHWEST OF POLE NUMBER
 DM6982'JC1804L, 12.6 FT (3.8 M) NORTH OF A DOUBLE INLET CURB PIECE, 3.5 FT
 DM6982'(1.1 M) EAST OF THE CENTER OF AN INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7201 ***********************************************************************
 DM7201  DESIGNATION -  13 E 8
 DM7201  PID         -  DM7201
 DM7201  STATE/COUNTY-  NJ/MONMOUTH
 DM7201  COUNTRY     -  US
 DM7201  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7201
 DM7201                         *CURRENT SURVEY CONTROL
 DM7201  ______________________________________________________________________
 DM7201* NAD 83(1986) POSITION- 40 18 48.     (N) 074 00 54.     (W)   SCALED
 DM7201* NAVD 88 ORTHO HEIGHT -     5.854 (meters)       19.21  (feet) ADJUSTED
 DM7201  ______________________________________________________________________
 DM7201  GEOID HEIGHT    -        -32.668 (meters)                     GEOID18
 DM7201  DYNAMIC HEIGHT  -          5.851 (meters)       19.20  (feet) COMP
 DM7201  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 DM7201
 DM7201  VERT ORDER      -  FIRST     CLASS II
 DM7201
 DM7201.The horizontal coordinates were scaled from a map and have
 DM7201.an estimated accuracy of +/- 6 seconds.
 DM7201
 DM7201.The orthometric height was determined by differential leveling and
 DM7201.adjusted by the NATIONAL GEODETIC SURVEY
 DM7201.in May 2011.
 DM7201
 DM7201.No vertical observational check was made to the station.
 DM7201
 DM7201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7201.GEOID18 height accuracy estimate available here.
 DM7201
 DM7201.Click photographs - Photos may exist for this station.
 DM7201
 DM7201.The dynamic height is computed by dividing the NAVD 88
 DM7201.geopotential number by the normal gravity value computed on the
 DM7201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7201.degrees latitude (g = 980.6199 gals.).
 DM7201
 DM7201.The modeled gravity was interpolated from observed gravity values.
 DM7201
 DM7201;                    North         East    Units  Estimated Accuracy
 DM7201;SPC NJ       -   164,420.      191,220.      MT  (+/- 180 meters Scaled)
 DM7201
 DM7201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK836630(NAD 83)
 DM7201
 DM7201                          SUPERSEDED SURVEY CONTROL
 DM7201
 DM7201.No superseded survey control is available for this station.
 DM7201
 DM7201_MARKER: DD = SURVEY DISK
 DM7201_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7201_SP_SET: CATENARY TOWER BASE
 DM7201_STAMPING: 13 E 8 2008
 DM7201_MARK LOGO: NJGS
 DM7201_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7201+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM7201
 DM7201  HISTORY     - Date     Condition        Report By
 DM7201  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7201
 DM7201                          STATION DESCRIPTION
 DM7201
 DM7201'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7201'THE STATION IS LOCATED IN THE CITY OF OCEANPORT, SET IN A DRILL HOLE
 DM7201'IN THE SOUTH SIDE OF THE BASE FOR A CATENARY TOWER ON THE NORTH BOUND
 DM7201'TRACKS, AT THE MONMOUTH PARK NJ TRANSIT TRAIN STATION.
 DM7201'
 DM7201'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (NJ STATE
 DM7201'ROUTE 36) AND EAST MAIN STREET (ROAD LEADING TO MONMOUTH PARK RACEWAY)
 DM7201'GO 0.7 MI (1.1 KM) NORTHWEST ON EAST MAIN STREET TO THE JUNCTION WITH
 DM7201'PORT-AU-PECK AVENUE.  TURN RIGHT AND GO 0.5 MI (0.8 KM) NORTHEAST ON
 DM7201'PORT-AU-PECK AVENUE TO THE RAILROAD CROSSING AND THE TRAIN STATION AND
 DM7201'SURVEY STATION ON THE LEFT.
 DM7201'
 DM7201'THE STATION IS 30.9 FT (9.4 M) WEST OF THE NORTHWEST CORNER OF THE
 DM7201'BASE FOR THE SHELTER, 90.5 FT (27.6 M) NORTHWEST OF THE CENTERLINE
 DM7201'JUNCTION OF THE TRACKS AND PORT-AU-PECK AVENUE, 10.0 FT (3.0 M)
 DM7201'NORTHEAST OF THE EAST RAIL OF THE NORTH BOUND TRACKS, 80.7 FT (24.6 M)
 DM7201'SOUTHEAST OF THE NORTHWEST CORNER OF NORTH BOUND GRAVEL PLATFORM,
 DM7201'103.3 FT (31.5 M) NORTHWEST OF THE ROAD CROSSING SIGNAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7992 ***********************************************************************
 DP7992  DESIGNATION -  13 E 9
 DP7992  PID         -  DP7992
 DP7992  STATE/COUNTY-  NJ/MONMOUTH
 DP7992  COUNTRY     -  US
 DP7992  USGS QUAD   -  ASBURY PARK (2019)
 DP7992
 DP7992                         *CURRENT SURVEY CONTROL
 DP7992  ______________________________________________________________________
 DP7992* NAD 83(1986) POSITION- 40 08 19.35   (N) 074 01 42.85   (W)   HD_HELD1
 DP7992* NAVD 88 ORTHO HEIGHT -     4.092 (meters)       13.43  (feet) ADJUSTED
 DP7992  ______________________________________________________________________
 DP7992  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 DP7992  DYNAMIC HEIGHT  -          4.090 (meters)       13.42  (feet) COMP
 DP7992  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 DP7992
 DP7992  VERT ORDER      -  FIRST     CLASS II
 DP7992
 DP7992.The horizontal coordinates were determined by differentially corrected
 DP7992.hand held GPS observations or other comparable positioning techniques
 DP7992.and have an estimated accuracy of +/- 3 meters.
 DP7992
 DP7992.The orthometric height was determined by differential leveling and
 DP7992.adjusted by the NATIONAL GEODETIC SURVEY
 DP7992.in September 2015.
 DP7992
 DP7992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7992.GEOID18 height accuracy estimate available here.
 DP7992
 DP7992.Click photographs - Photos may exist for this station.
 DP7992
 DP7992.The dynamic height is computed by dividing the NAVD 88
 DP7992.geopotential number by the normal gravity value computed on the
 DP7992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7992.degrees latitude (g = 980.6199 gals.).
 DP7992
 DP7992.The modeled gravity was interpolated from observed gravity values.
 DP7992
 DP7992;                    North         East    Units  Estimated Accuracy
 DP7992;SPC NJ       -   145,021.0     190,171.8     MT  (+/- 3 meters HH1 GPS) 
 DP7992
 DP7992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8275343604(NAD 83)
 DP7992
 DP7992                          SUPERSEDED SURVEY CONTROL
 DP7992
 DP7992.No superseded survey control is available for this station.
 DP7992
 DP7992_MARKER: DD = SURVEY DISK
 DP7992_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7992+WITH SETTING: PAVEMENT
 DP7992_SP_SET: BRIDGE SIDEWALK
 DP7992_STAMPING: 13 E 9 2012
 DP7992_MARK LOGO: NJGS
 DP7992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7992+STABILITY: SURFACE MOTION
 DP7992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7992+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 DP7992
 DP7992  HISTORY     - Date     Condition        Report By
 DP7992  HISTORY     - 20120522 MONUMENTED       NJGS
 DP7992
 DP7992                          STATION DESCRIPTION
 DP7992
 DP7992'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7992'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF ASBURY PARK, 4.4
 DP7992'MI (7.1 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 3.4 MI (5.5 KM)
 DP7992'NORTH-NORTHEAST OF POINT PLEASANT BEACH.
 DP7992'
 DP7992'THE STRUCTURE IS LOCATED IN THE BOROUGH OF SEA GIRT ON THE NORTHWEST
 DP7992'SIDE OF FIRST AVENUE (COUNTY ROAD 49).
 DP7992'
 DP7992'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 71 AND
 DP7992'BEACON BOULEVARD IN THE BOROUGH OF SEA GIRT, GO EAST-SOUTHEAST ON
 DP7992'BEACON BOULEVARD FOR 0.70 MI (1.1 KM) TO THE INTERSECTION WITH FIRST
 DP7992'AVENUE.  TURN LEFT AND GO NORTHEAST ON FIRST AVENUE FOR 0.14 MI (0.2
 DP7992'KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE
 DP7992'CENTER OF THE BRIDGE SIDEWALK OVER THE CENTER ARCH SPAN OF THE BRIDGE,
 DP7992'BUILT IN 1916, CARRYING FIRST AVENUE OVER WRECK POND.
 DP7992'
 DP7992'THE STATION IS 9.7 FT (3.0 M) SOUTH FROM A FIRE HOSE CONNECTION
 DP7992'CEMENTED IN THE WEST CONCRETE BALUSTRADE WALL, 27.0 FT (8.2 M) WEST
 DP7992'FROM THE CENTERLINE OF FIRST AVENUE, 117.0 FT (35.7 M) SOUTH FROM THE
 DP7992'NORTH END OF THE WEST BALUSTRADE WALL, 143.0 FT (43.6 M) NORTH FROM
 DP7992'THE SOUTH END OF THE WEST BALUSTRADE WALL AND 10.0 FT (3.0 M) WEST
 DP7992'FROM THE WEST CURB OF FIRST AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6224 ***********************************************************************
 KV6224  DESIGNATION -  13 F 1
 KV6224  PID         -  KV6224
 KV6224  STATE/COUNTY-  NJ/MONMOUTH
 KV6224  COUNTRY     -  US
 KV6224  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6224
 KV6224                         *CURRENT SURVEY CONTROL
 KV6224  ______________________________________________________________________
 KV6224* NAD 83(2011) POSITION- 40 25 00.49166(N) 074 04 14.86162(W)   ADJUSTED
 KV6224* NAD 83(2011) ELLIP HT-   -24.368 (meters)        (06/27/12)   ADJUSTED
 KV6224* NAD 83(2011) EPOCH   -  2010.00
 KV6224* NAVD 88 ORTHO HEIGHT -     8.050 (meters)       26.41  (feet) ADJUSTED
 KV6224  ______________________________________________________________________
 KV6224  GEOID HEIGHT    -        -32.415 (meters)                     GEOID18
 KV6224  NAD 83(2011) X  -  1,334,595.686 (meters)                     COMP
 KV6224  NAD 83(2011) Y  - -4,676,086.867 (meters)                     COMP
 KV6224  NAD 83(2011) Z  -  4,113,314.760 (meters)                     COMP
 KV6224  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 KV6224  DYNAMIC HEIGHT  -          8.046 (meters)       26.40  (feet) COMP
 KV6224  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 KV6224
 KV6224  VERT ORDER      -  FIRST     CLASS II
 KV6224
 KV6224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6224  Standards:
 KV6224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6224  -------------------------------------------------------------------
 KV6224  NETWORK    0.38   0.59           0.17   0.14   0.30      0.05986267
 KV6224  -------------------------------------------------------------------
 KV6224  Click here for local accuracies and other accuracy information.
 KV6224
 KV6224.The horizontal coordinates were established by GPS observations
 KV6224.and adjusted by the National Geodetic Survey in June 2012.
 KV6224
 KV6224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6224.been affixed to the stable North American tectonic plate. See 
 KV6224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6224
 KV6224.The horizontal coordinates are valid at the epoch date displayed above
 KV6224.which is a decimal equivalence of Year/Month/Day.
 KV6224
 KV6224.The orthometric height was determined by differential leveling and
 KV6224.adjusted by the NATIONAL GEODETIC SURVEY
 KV6224.in July 2020.
 KV6224
 KV6224.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6224.GEOID18 height accuracy estimate available here.
 KV6224
 KV6224.Click photographs - Photos may exist for this station.
 KV6224
 KV6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6224
 KV6224.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6224
 KV6224.The ellipsoidal height was determined by GPS observations
 KV6224.and is referenced to NAD 83.
 KV6224
 KV6224.The dynamic height is computed by dividing the NAVD 88
 KV6224.geopotential number by the normal gravity value computed on the
 KV6224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6224.degrees latitude (g = 980.6199 gals.).
 KV6224
 KV6224.The modeled gravity was interpolated from observed gravity values.
 KV6224
 KV6224. The following values were computed from the NAD 83(2011) position.
 KV6224
 KV6224;                    North         East     Units Scale Factor Converg.
 KV6224;SPC NJ       -   175,879.498   186,424.076   MT  0.99991633   +0 16 41.8
 KV6224;SPC NJ       -   577,031.32    611,626.32   sFT  0.99991633   +0 16 41.8
 KV6224;UTM  18      - 4,474,434.440   578,832.873   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7883274434(NAD 83)
 KV6224
 KV6224                          SUPERSEDED SURVEY CONTROL
 KV6224
 KV6224  NAD 83(2007)-  40 25 00.49205(N)    074 04 14.86199(W) AD(2002.00) 0
 KV6224  ELLIP H (02/10/07)  -24.350  (m)                       GP(2002.00)    
 KV6224  ELLIP H (10/23/02)  -24.327  (m)                       GP(       ) 4 1
 KV6224  NAD 83(1996)-  40 25 00.49202(N)    074 04 14.86234(W) AD(       ) 1
 KV6224  ELLIP H (05/14/99)  -24.346  (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)  -24.420  (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  NGVD 29               8.58   (m)           28.1    (f) LEVELING    3  
 KV6224
 KV6224.Superseded values are not recommended for survey control.
 KV6224
 KV6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6224.See file dsdata.pdf to determine how the superseded data were derived.
 KV6224
 KV6224_MARKER: DD = SURVEY DISK
 KV6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6224_STAMPING: 13 F 1 1988
 KV6224_MARK LOGO: NJGS
 KV6224_PROJECTION: FLUSH
 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 - August 28, 2018
 KV6224
 KV6224  HISTORY     - Date     Condition        Report By
 KV6224  HISTORY     - 1988     MONUMENTED       NJGS
 KV6224  HISTORY     - 19931103 GOOD             NJGS
 KV6224  HISTORY     - 19970820 GOOD             USPSQD
 KV6224  HISTORY     - 20070425 GOOD             AASCO
 KV6224  HISTORY     - 20140423 GOOD             NJDEP
 KV6224  HISTORY     - 20180828 GOOD             NJGS
 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.
 KV6224
 KV6224                          STATION RECOVERY (2007)
 KV6224
 KV6224'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (CAS)
 KV6224'RECOVERED IN GOOD CONDITION.
 KV6224
 KV6224                          STATION RECOVERY (2014)
 KV6224
 KV6224'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2014 (MAR)
 KV6224'THE AREA SURROUNDING THE MONUMENT APPEARED GENERALLY FREE OF
 KV6224'OBSTRUCTIONS, HOWEVER SATELLITE OBSERVATION WAS NOT POSSIBLE WITH
 KV6224'SEVERAL ATTEMPTS, POSSIBLY DUE TO THE CLOSE PROXIMITY OF NWS EARLE.
 KV6224
 KV6224                          STATION RECOVERY (2018)
 KV6224
 KV6224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV6224'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6225 ***********************************************************************
 KV6225  DESIGNATION -  13 F 1 AZ MK
 KV6225  PID         -  KV6225
 KV6225  STATE/COUNTY-  NJ/MONMOUTH
 KV6225  COUNTRY     -  US
 KV6225  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6225
 KV6225                         *CURRENT SURVEY CONTROL
 KV6225  ______________________________________________________________________
 KV6225* NAD 83(1996) POSITION- 40 25 05.23763(N) 074 04 47.04664(W)   ADJUSTED
 KV6225* NAVD 88 ORTHO HEIGHT -     6.967 (meters)       22.86  (feet) ADJUSTED
 KV6225  ______________________________________________________________________
 KV6225  GEOID HEIGHT    -        -32.402 (meters)                     GEOID18
 KV6225  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 KV6225  DYNAMIC HEIGHT  -          6.964 (meters)       22.85  (feet) COMP
 KV6225  MODELED GRAVITY -    980,214.7   (mgal)                       NAVD 88
 KV6225
 KV6225  HORZ ORDER      -  SECOND
 KV6225  VERT ORDER      -  FIRST     CLASS II
 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 orthometric height was determined by differential leveling and
 KV6225.adjusted by the NATIONAL GEODETIC SURVEY
 KV6225.in July 2020.
 KV6225
 KV6225.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6225.GEOID18 height accuracy estimate available here.
 KV6225
 KV6225.Click photographs - Photos may exist for this station.
 KV6225
 KV6225.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6225
 KV6225.The dynamic height is computed by dividing the NAVD 88
 KV6225.geopotential number by the normal gravity value computed on the
 KV6225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6225.degrees latitude (g = 980.6199 gals.).
 KV6225
 KV6225.The modeled gravity was interpolated from observed gravity values.
 KV6225
 KV6225. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000399  x   0.99991565  =   0.99991964
 KV6225!UTM  18      -   1.00000399  x   0.99967503  =   0.99967902
 KV6225
 KV6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7807274572(NAD 83)
 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
 KV6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6225.See file dsdata.pdf to determine how the superseded data were derived.
 KV6225
 KV6225_MARKER: DD = SURVEY DISK
 KV6225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6225_STAMPING: 13 F 1 AZ MK 1988
 KV6225_MARK LOGO: NJGS
 KV6225_PROJECTION: RECESSED 8 CENTIMETERS
 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 - September 10, 2018
 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  HISTORY     - 20180910 GOOD             NJGS
 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.
 KV6225
 KV6225                          STATION RECOVERY (2018)
 KV6225
 KV6225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV6225'THE MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) NORTHEAST OF MARLBORO, 9.1
 KV6225'MI (14.6 KM) NORTH-NORTHWEST OF LONG BRANCH AND 6.4 MI (10.3 KM) EAST
 KV6225'OF KEYPORT, IN MIDDLETOWN TOWNSHIP, BELFORD.
 KV6225'
 KV6225'TO REACH THE STATION FROM THE JUNCTION OF EAST ROAD AND NEW JERSEY
 KV6225'STATE HIGHWAY 36, PROCEED 0.4 MI (0.6 KM) EAST ON NEW JERSEY STATE
 KV6225'HIGHWAY 36 TO THE INTERSECTION WITH NINTH STREET AND STATION ON THE
 KV6225'RIGHT.
 KV6225'
 KV6225'THE STATION IS ON THE SOUTH SIDE OF ROUTE 36.
 KV6225'
 KV6225'THE MARK IS LOCATED ON THE SOUTHWEST CORNER OF NINTH STREET AND NEW
 KV6225'JERSEY STATE ROUTE 36, 36 FT (11.0 M) WEST-NORTHWEST OF CENTER OF
 KV6225'NINTH STREET, 15.5 FT (4.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 KV6225'INLET, 10.2 FT (3.1 M) SOUTHEAST OF POLE NUMBER JC4577NDT, 3.3 FT (1.0
 KV6225'M) SOUTH-SOUTHWEST OF THE CURB, 31.4 FT (9.6 M) WEST OF A MAN HOLE, 2
 KV6225'FT (0.6 M) EAST OF A WITNESS SIGN POST..
 KV6225'
 KV6225'THE STATION IS ALSO ON THE SAME CORNER AS THE MARINE'S MART BUILDING,
 KV6225'NUMBER 378, 66.5 FT (20.3 M) EAST OF THE EAST CORNER OF A BRICK
 KV6225'STAIRCASE TO THE STORE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7903 ***********************************************************************
 DP7903  DESIGNATION -  13 F 10
 DP7903  PID         -  DP7903
 DP7903  STATE/COUNTY-  NJ/MONMOUTH
 DP7903  COUNTRY     -  US
 DP7903  USGS QUAD   -  POINT PLEASANT (2019)
 DP7903
 DP7903                         *CURRENT SURVEY CONTROL
 DP7903  ______________________________________________________________________
 DP7903* NAD 83(1986) POSITION- 40 06 38.69   (N) 074 02 18.44   (W)   HD_HELD1
 DP7903* NAVD 88 ORTHO HEIGHT -     1.254 (meters)        4.11  (feet) ADJUSTED
 DP7903  ______________________________________________________________________
 DP7903  GEOID HEIGHT    -        -33.008 (meters)                     GEOID18
 DP7903  DYNAMIC HEIGHT  -          1.254 (meters)        4.11  (feet) COMP
 DP7903  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 DP7903
 DP7903  VERT ORDER      -  FIRST     CLASS II
 DP7903
 DP7903.The horizontal coordinates were determined by differentially corrected
 DP7903.hand held GPS observations or other comparable positioning techniques
 DP7903.and have an estimated accuracy of +/- 3 meters.
 DP7903
 DP7903.The orthometric height was determined by differential leveling and
 DP7903.adjusted by the NATIONAL GEODETIC SURVEY
 DP7903.in September 2015.
 DP7903
 DP7903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7903.GEOID18 height accuracy estimate available here.
 DP7903
 DP7903.Click photographs - Photos may exist for this station.
 DP7903
 DP7903.The dynamic height is computed by dividing the NAVD 88
 DP7903.geopotential number by the normal gravity value computed on the
 DP7903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7903.degrees latitude (g = 980.6199 gals.).
 DP7903
 DP7903.The modeled gravity was interpolated from observed gravity values.
 DP7903
 DP7903;                    North         East    Units  Estimated Accuracy
 DP7903;SPC NJ       -   141,912.2     189,345.5     MT  (+/- 3 meters HH1 GPS) 
 DP7903
 DP7903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8194540492(NAD 83)
 DP7903
 DP7903                          SUPERSEDED SURVEY CONTROL
 DP7903
 DP7903.No superseded survey control is available for this station.
 DP7903
 DP7903_MARKER: DD = SURVEY DISK
 DP7903_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7903+WITH SETTING: PAVEMENT
 DP7903_SP_SET: ELECTRICAL BOX BASE
 DP7903_STAMPING: 13 F 10 2013
 DP7903_MARK LOGO: NJGS
 DP7903_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7903+STABILITY: SURFACE MOTION
 DP7903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7903+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DP7903
 DP7903  HISTORY     - Date     Condition        Report By
 DP7903  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7903
 DP7903                          STATION DESCRIPTION
 DP7903
 DP7903'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7903'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7903'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7903'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7903'
 DP7903'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 DP7903'CONCRETE BASE FOR A DOUBLE 6 FT (1.8 M) HIGH ELECTRICAL BOX FOR A
 DP7903'PUMPING STATION ON THE SOUTHWEST SIDE OF BRIELLE ROAD.
 DP7903'
 DP7903'THE STATION IS ABOUT 0.1 MI (0.2 KM) WEST ALONG BRIELLE ROAD FROM THE
 DP7903'JUNCTION WITH THIRD AVENUE, 27 FT (8.2 M) SOUTH-SOUTHWEST OF THE
 DP7903'CENTERLINE OF BRIELLE ROAD, 1.5 FT (0.5 M) SOUTHWEST OF THE SOUTHWEST
 DP7903'CORNER OF THE BOX, 46 FT (14.0 M) SOUTHEAST OF POLE NUMBER JC143MSN,
 DP7903'92 FT (28.0 M) WEST-NORTHWEST OF POLE NUMBER JC144MSN, 5.5 FT (1.7 M)
 DP7903'SOUTHWEST OF THE SOUTHWEST CURB OF BRIELLE ROAD.  THE STATION IS ABOUT
 DP7903'0.6 FT (18 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9951 ***********************************************************************
 DP9951  DESIGNATION -  13 F 11
 DP9951  PID         -  DP9951
 DP9951  STATE/COUNTY-  NJ/MONMOUTH
 DP9951  COUNTRY     -  US
 DP9951  USGS QUAD   -  KEYPORT (2016)
 DP9951
 DP9951                         *CURRENT SURVEY CONTROL
 DP9951  ______________________________________________________________________
 DP9951* NAD 83(1986) POSITION- 40 26 07.19   (N) 074 12 26.46   (W)   HD_HELD1
 DP9951* NAVD 88 ORTHO HEIGHT -     2.773 (meters)        9.10  (feet) ADJUSTED
 DP9951  ______________________________________________________________________
 DP9951  GEOID HEIGHT    -        -32.368 (meters)                     GEOID18
 DP9951  DYNAMIC HEIGHT  -          2.772 (meters)        9.09  (feet) COMP
 DP9951  MODELED GRAVITY -    980,222.7   (mgal)                       NAVD 88
 DP9951
 DP9951  VERT ORDER      -  FIRST     CLASS II
 DP9951
 DP9951.The horizontal coordinates were determined by differentially corrected
 DP9951.hand held GPS observations or other comparable positioning techniques
 DP9951.and have an estimated accuracy of +/- 3 meters.
 DP9951
 DP9951.The orthometric height was determined by differential leveling and
 DP9951.adjusted by the NATIONAL GEODETIC SURVEY
 DP9951.in February 2016.
 DP9951
 DP9951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9951.GEOID18 height accuracy estimate available here.
 DP9951
 DP9951.Click photographs - Photos may exist for this station.
 DP9951
 DP9951.The dynamic height is computed by dividing the NAVD 88
 DP9951.geopotential number by the normal gravity value computed on the
 DP9951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9951.degrees latitude (g = 980.6199 gals.).
 DP9951
 DP9951.The modeled gravity was interpolated from observed gravity values.
 DP9951
 DP9951;                    North         East    Units  Estimated Accuracy
 DP9951;SPC NJ       -   177,889.3     174,828.6     MT  (+/- 3 meters HH1 GPS) 
 DP9951
 DP9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6722976378(NAD 83)
 DP9951
 DP9951                          SUPERSEDED SURVEY CONTROL
 DP9951
 DP9951.No superseded survey control is available for this station.
 DP9951
 DP9951_MARKER: DD = SURVEY DISK
 DP9951_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP9951_SP_SET: BRIDGE ABUTMENT
 DP9951_STAMPING: 13 F 11 2015
 DP9951_MARK LOGO: NJGS
 DP9951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9951+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2025
 DP9951
 DP9951  HISTORY     - Date     Condition        Report By
 DP9951  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9951  HISTORY     - 20180809 GOOD             NJGS
 DP9951  HISTORY     - 20240409 GOOD             NJGS
 DP9951  HISTORY     - 20250825 GOOD             NJGS
 DP9951
 DP9951                          STATION DESCRIPTION
 DP9951
 DP9951'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9951'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF SOUTH AMBOY
 DP9951'JUNCTION, 5.3 MI (8.5 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND IN THE
 DP9951'TOWN OF KEYPORT, NJ.
 DP9951'
 DP9951'THE STATION IS SET IN A DRILL HOLE IN NORTH CORNER OF THE EAST
 DP9951'ABUTMENT HEADER IN THE SIDEWALK AREA OF THE WEST FRONT STREET (COUNTY
 DP9951'ROUTE 6) OVER LUPPATACONG CREEK.
 DP9951'
 DP9951'THE STATION IS 21.5 FT (6.6 M) NORTHWEST OF THE CENTERLINE OF WEST
 DP9951'FRONT STREET, 16.6 FT (5.1 M) SOUTHEAST OF THE EAST END OF THE
 DP9951'BALUSTRADE, 30 FT (9.1 M) NORTHEAST OF THE CENTER OF THE BRIDGE, 1.5
 DP9951'FT (0.5 M) SOUTHEAST OF THE SOUTH FACE OF THE NORTH BALUSTRADE.
 DP9951
 DP9951                          STATION RECOVERY (2018)
 DP9951
 DP9951'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DP9951'RECOVERED AS DESCRIBED.
 DP9951
 DP9951                          STATION RECOVERY (2024)
 DP9951
 DP9951'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DP9951'RECOVERED IN GOOD CONDITION.
 DP9951
 DP9951                          STATION RECOVERY (2025)
 DP9951
 DP9951'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 DP9951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9993 ***********************************************************************
 DP9993  DESIGNATION -  13 F 12
 DP9993  PID         -  DP9993
 DP9993  STATE/COUNTY-  NJ/MONMOUTH
 DP9993  COUNTRY     -  US
 DP9993  USGS QUAD   -  FARMINGDALE (2016)
 DP9993
 DP9993                         *CURRENT SURVEY CONTROL
 DP9993  ______________________________________________________________________
 DP9993* NAD 83(1986) POSITION- 40 13 30.68   (N) 074 10 15.54   (W)   HD_HELD1
 DP9993* NAVD 88 ORTHO HEIGHT -    30.990 (meters)      101.67  (feet) ADJUSTED
 DP9993  ______________________________________________________________________
 DP9993  GEOID HEIGHT    -        -32.515 (meters)                     GEOID18
 DP9993  DYNAMIC HEIGHT  -         30.977 (meters)      101.63  (feet) COMP
 DP9993  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 DP9993
 DP9993  VERT ORDER      -  FIRST     CLASS II
 DP9993
 DP9993.The horizontal coordinates were determined by differentially corrected
 DP9993.hand held GPS observations or other comparable positioning techniques
 DP9993.and have an estimated accuracy of +/- 3 meters.
 DP9993
 DP9993.The orthometric height was determined by differential leveling and
 DP9993.adjusted by the NATIONAL GEODETIC SURVEY
 DP9993.in February 2016.
 DP9993
 DP9993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9993.GEOID18 height accuracy estimate available here.
 DP9993
 DP9993.Click photographs - Photos may exist for this station.
 DP9993
 DP9993.The dynamic height is computed by dividing the NAVD 88
 DP9993.geopotential number by the normal gravity value computed on the
 DP9993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9993.degrees latitude (g = 980.6199 gals.).
 DP9993
 DP9993.The modeled gravity was interpolated from observed gravity values.
 DP9993
 DP9993;                    North         East    Units  Estimated Accuracy
 DP9993;SPC NJ       -   154,568.1     178,000.7     MT  (+/- 3 meters HH1 GPS) 
 DP9993
 DP9993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7053253081(NAD 83)
 DP9993
 DP9993                          SUPERSEDED SURVEY CONTROL
 DP9993
 DP9993.No superseded survey control is available for this station.
 DP9993
 DP9993_MARKER: DD = SURVEY DISK
 DP9993_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP9993+WITH SETTING: PAVEMENT
 DP9993_SP_SET: TRAFFIC SIGNAL BASE
 DP9993_STAMPING: 13 F 12 2015
 DP9993_MARK LOGO: NJGS
 DP9993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9993+STABILITY: SURFACE MOTION
 DP9993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9993+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9993
 DP9993  HISTORY     - Date     Condition        Report By
 DP9993  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9993
 DP9993                          STATION DESCRIPTION
 DP9993
 DP9993'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9993'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF
 DP9993'FREEHOLD, 4.6 MI (7.4 KM) EAST OF ADELPHIA AND 2.0 MI (3.2 KM) NORTH
 DP9993'OF FARMINGDALE, IN HOWELL TOWNSHIP.
 DP9993'
 DP9993'TO REACH FROM THE INTERSECTION OF BRICKYARD/FAIRFIELD ROAD AND NEW
 DP9993'JERSEY BUSINESS 33, GO 2.8 MI (4.5 KM) EAST ON NEW JERSEY ROUTE 33 TO
 DP9993'THE STATION ON THE LEFT, ON THE NORTHWEST CORNER OF THE JUNCTION OF
 DP9993'ROUTE 33 AND COLTS NECK ROAD (COUNTY ROUTE 35), STATION IS SET IN A
 DP9993'DRILL HOLE IN THE SOUTHEAST CORNER OF THE BASE FOR A TRAFFIC SIGNAL
 DP9993'MAST.
 DP9993'
 DP9993'IT IS 7.7 FT (2.3 M) NORTH OF THE NORTH CURB OF NEW JERSEY STATE ROUTE
 DP9993'33, 30 FT (9.1 M) WEST OF THE WEST CURB OF COLTS NECK ROAD, 1.5 FT
 DP9993'(0.5 M) SOUTHEAST OF THE MAST, 10.5 FT (3.2 M) EAST-NORTHEAST OF POLE
 DP9993'NUMBER JC2147HL, 19 FT (5.8 M) SOUTH OF THE SOUTH LEG OF A GAS STATION
 DP9993'SIGN, 34 FT (10.4 M) EAST OF THE CENTERLINE OF THE EASTERLY DRIVEWAY
 DP9993'FOR THE GAS STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5268 ***********************************************************************
 DR5268  DESIGNATION -  13 F 13
 DR5268  PID         -  DR5268
 DR5268  STATE/COUNTY-  NJ/MONMOUTH
 DR5268  COUNTRY     -  US
 DR5268  USGS QUAD   -  KEYPORT (2016)
 DR5268
 DR5268                         *CURRENT SURVEY CONTROL
 DR5268  ______________________________________________________________________
 DR5268* NAD 83(1986) POSITION- 40 27 14.00   (N) 074 08 19.29   (W)   HD_HELD1
 DR5268* NAVD 88 ORTHO HEIGHT -     3.047 (meters)       10.00  (feet) ADJUSTED
 DR5268  ______________________________________________________________________
 DR5268  GEOID HEIGHT    -        -32.341 (meters)                     GEOID18
 DR5268  DYNAMIC HEIGHT  -          3.045 (meters)        9.99  (feet) COMP
 DR5268  MODELED GRAVITY -    980,223.1   (mgal)                       NAVD 88
 DR5268
 DR5268  VERT ORDER      -  FIRST     CLASS II
 DR5268
 DR5268.The horizontal coordinates were determined by differentially corrected
 DR5268.hand held GPS observations or other comparable positioning techniques
 DR5268.and have an estimated accuracy of +/- 3 meters.
 DR5268
 DR5268.The orthometric height was determined by differential leveling and
 DR5268.adjusted by the NATIONAL GEODETIC SURVEY
 DR5268.in July 2020.
 DR5268
 DR5268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5268.GEOID18 height accuracy estimate available here.
 DR5268
 DR5268.Click photographs - Photos may exist for this station.
 DR5268
 DR5268.The dynamic height is computed by dividing the NAVD 88
 DR5268.geopotential number by the normal gravity value computed on the
 DR5268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5268.degrees latitude (g = 980.6199 gals.).
 DR5268
 DR5268.The modeled gravity was interpolated from observed gravity values.
 DR5268
 DR5268;                    North         East    Units  Estimated Accuracy
 DR5268;SPC NJ       -   179,971.4     180,645.2     MT  (+/- 3 meters HH1 GPS) 
 DR5268
 DR5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7303278492(NAD 83)
 DR5268
 DR5268                          SUPERSEDED SURVEY CONTROL
 DR5268
 DR5268.No superseded survey control is available for this station.
 DR5268
 DR5268_MARKER: DD = SURVEY DISK
 DR5268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5268_SP_SET: PLANTER RETAINING WALL
 DR5268_STAMPING: 13 F 13 2018
 DR5268_MARK LOGO: NJGS
 DR5268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5268+STABILITY: SURFACE MOTION
 DR5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5268+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2021
 DR5268
 DR5268  HISTORY     - Date     Condition        Report By
 DR5268  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5268  HISTORY     - 20210107 GOOD             NJGS
 DR5268
 DR5268                          STATION DESCRIPTION
 DR5268
 DR5268'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5268'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF SOUTH
 DR5268'AMBOY JUNCTION, 7.6 MI (12.2 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 3.5
 DR5268'MI (5.6 KM) EAST-NORTHEAST OF KEYPORT, IN KEANSBURG.
 DR5268'
 DR5268'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 36 AND
 DR5268'LAUREL AVENUE DRIVE 0.92 MI (1.48 KM) THEN BEAR RIGHT ON BEACHWAY
 DR5268'AVENUE AND DRIVE 0.32 MI (0.51 KM).
 DR5268'
 DR5268'THE STATION IS SET IN A DRILL HOLE IN THE SECOND LEVEL OF A CONCRETE
 DR5268'PLANTER RETAINING WALL AT THE Y-JUNCTION OF BAY AVENUE AND BEACHWAY
 DR5268'AVENUE.
 DR5268'
 DR5268'THE STATION IS 68 FT (20.7 M) EAST OF POLE NUMBER JC66, 67.9 FT (20.7
 DR5268'M) WEST-SOUTHWEST OF THE CORNER OF HOUSE NUMBER 58, 46.5 FT (14.2 M)
 DR5268'NORTH OF POLE NUMBER 59063, 17.9 FT (5.5 M) NORTHWEST OF THE
 DR5268'CENTERLINE OF BAY AVENUE.
 DR5268
 DR5268                          STATION RECOVERY (2021)
 DR5268
 DR5268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DR5268'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5337 ***********************************************************************
 DR5337  DESIGNATION -  13 F 14
 DR5337  PID         -  DR5337
 DR5337  STATE/COUNTY-  NJ/MONMOUTH
 DR5337  COUNTRY     -  US
 DR5337  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5337
 DR5337                         *CURRENT SURVEY CONTROL
 DR5337  ______________________________________________________________________
 DR5337* NAD 83(1986) POSITION- 40 23 42.80   (N) 073 58 33.87   (W)   HD_HELD1
 DR5337* NAVD 88 ORTHO HEIGHT -     5.040 (meters)       16.54  (feet) ADJUSTED
 DR5337  ______________________________________________________________________
 DR5337  GEOID HEIGHT    -        -32.603 (meters)                     GEOID18
 DR5337  DYNAMIC HEIGHT  -          5.038 (meters)       16.53  (feet) COMP
 DR5337  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 DR5337
 DR5337  VERT ORDER      -  FIRST     CLASS II
 DR5337
 DR5337.The horizontal coordinates were determined by differentially corrected
 DR5337.hand held GPS observations or other comparable positioning techniques
 DR5337.and have an estimated accuracy of +/- 3 meters.
 DR5337
 DR5337.The orthometric height was determined by differential leveling and
 DR5337.adjusted by the NATIONAL GEODETIC SURVEY
 DR5337.in July 2020.
 DR5337
 DR5337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5337.GEOID18 height accuracy estimate available here.
 DR5337
 DR5337.Click photographs - Photos may exist for this station.
 DR5337
 DR5337.The dynamic height is computed by dividing the NAVD 88
 DR5337.geopotential number by the normal gravity value computed on the
 DR5337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5337.degrees latitude (g = 980.6199 gals.).
 DR5337
 DR5337.The modeled gravity was interpolated from observed gravity values.
 DR5337
 DR5337;                    North         East    Units  Estimated Accuracy
 DR5337;SPC NJ       -   173,526.7     194,476.6     MT  (+/- 3 meters HH1 GPS) 
 DR5337
 DR5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8689672127(NAD 83)
 DR5337
 DR5337                          SUPERSEDED SURVEY CONTROL
 DR5337
 DR5337.No superseded survey control is available for this station.
 DR5337
 DR5337_MARKER: DD = SURVEY DISK
 DR5337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5337_STAMPING: 13 F 14 2018
 DR5337_MARK LOGO: NPS
 DR5337_PROJECTION: PROJECTING 20 CENTIMETERS
 DR5337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5337+STABILITY: SURFACE MOTION
 DR5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5337+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2021
 DR5337
 DR5337  HISTORY     - Date     Condition        Report By
 DR5337  HISTORY     - UNK      MONUMENTED       NPS
 DR5337  HISTORY     - 20181011 GOOD             NPS
 DR5337  HISTORY     - 20211014 GOOD             AAAS
 DR5337
 DR5337                          STATION DESCRIPTION
 DR5337
 DR5337'DESCRIBED BY NATIONAL PARK SERVICE 2018 (RJK)
 DR5337'HE STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) NORTH OF ASBURY PARK,
 DR5337'12.1 MI (19.5 KM) EAST-SOUTHEAST OF KEYPORT AND 6.4 MI (10.3 KM) NORTH
 DR5337'OF LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5337'
 DR5337'THE MARK IS LOCATED ON THE DIVIDE POINT THE EAST SIDE OF THE
 DR5337'NORTHBOUND LANES OF THE NEW JERSEY STATE ROUTE 36 BRIDGE OVER THE
 DR5337'SHREWSBURY RIVER AT THE DIVIDE WITH THE LANES LEADING INTO THE SANDY
 DR5337'HOOK GATEWAY NATIONAL PARK.
 DR5337'
 DR5337'THE STATION IS 24 FT (7.3 M) WEST OF THE WEST CURB OF THE RAMP TO THE
 DR5337'PARK, 3.5 FT (1.1 M) WEST OF LIGHT POLE BA6135, 2 FT (0.6 M) NORTHEAST
 DR5337'OF THE EAST CURB OF THE RAMP LEADING TO THE BRIDGE, 52.5 FT (16.0 M)
 DR5337'NORTH-NORTHWEST OF THE NOSE OF THE RAMP DIVIDE.
 DR5337
 DR5337                          STATION RECOVERY (2021)
 DR5337
 DR5337'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DR5337'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DR5337'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5328 ***********************************************************************
 DR5328  DESIGNATION -  13 F 15
 DR5328  PID         -  DR5328
 DR5328  STATE/COUNTY-  NJ/MONMOUTH
 DR5328  COUNTRY     -  US
 DR5328  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5328
 DR5328                         *CURRENT SURVEY CONTROL
 DR5328  ______________________________________________________________________
 DR5328* NAD 83(1986) POSITION- 40 20 38.67   (N) 074 02 12.36   (W)   HD_HELD1
 DR5328* NAVD 88 ORTHO HEIGHT -     5.640 (meters)       18.50  (feet) ADJUSTED
 DR5328  ______________________________________________________________________
 DR5328  GEOID HEIGHT    -        -32.577 (meters)                     GEOID18
 DR5328  DYNAMIC HEIGHT  -          5.638 (meters)       18.50  (feet) COMP
 DR5328  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 DR5328
 DR5328  VERT ORDER      -  FIRST     CLASS II
 DR5328
 DR5328.The horizontal coordinates were determined by differentially corrected
 DR5328.hand held GPS observations or other comparable positioning techniques
 DR5328.and have an estimated accuracy of +/- 3 meters.
 DR5328
 DR5328.The orthometric height was determined by differential leveling and
 DR5328.adjusted by the NATIONAL GEODETIC SURVEY
 DR5328.in July 2020.
 DR5328
 DR5328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5328.GEOID18 height accuracy estimate available here.
 DR5328
 DR5328.Click photographs - Photos may exist for this station.
 DR5328
 DR5328.The dynamic height is computed by dividing the NAVD 88
 DR5328.geopotential number by the normal gravity value computed on the
 DR5328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5328.degrees latitude (g = 980.6199 gals.).
 DR5328
 DR5328.The modeled gravity was interpolated from observed gravity values.
 DR5328
 DR5328;                    North         East    Units  Estimated Accuracy
 DR5328;SPC NJ       -   167,819.0     189,354.2     MT  (+/- 3 meters HH1 GPS) 
 DR5328
 DR5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8180766392(NAD 83)
 DR5328
 DR5328                          SUPERSEDED SURVEY CONTROL
 DR5328
 DR5328.No superseded survey control is available for this station.
 DR5328
 DR5328_MARKER: DD = SURVEY DISK
 DR5328_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5328_SP_SET: ELECTRICAL CABINET BASE
 DR5328_STAMPING: 13 F 15 2018
 DR5328_MARK LOGO: NJGS
 DR5328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5328+STABILITY: SURFACE MOTION
 DR5328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5328+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5328
 DR5328  HISTORY     - Date     Condition        Report By
 DR5328  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5328
 DR5328                          STATION DESCRIPTION
 DR5328
 DR5328'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5328'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTHEAST OF KEYPORT, 8.6
 DR5328'MI (13.8 KM) NORTH OF ASBURY PARK AND 3.6 MI (5.8 KM) NORTHWEST OF
 DR5328'LONG BRANCH, IN LITTLE SILVER.
 DR5328'
 DR5328'TO REACH FROM THE POST OFFICE AND MUNICIPAL BUILDING COMPLEX IN LITTLE
 DR5328'SILVER, GO 0.1 MI (0.2 KM) NORTHWEST ON PROSPECT AVENUE.  TURN RIGHT
 DR5328'AND GO 0.45 MI (0.72 KM) NORTHEAST ON RUMSON ROAD (COUNTY ROUTE 520)
 DR5328'TO THE STATION ON THE RIGHT.
 DR5328'
 DR5328'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A BASE
 DR5328'FOR AN ALUMINUM ELECTRICAL CABINET (23001) ON THE SOUTHEAST SIDE OF
 DR5328'RUMSON ROAD, BETWEEN SEVEN BRIDGES ROAD AND HARDING ROAD, 109 FT (33.2
 DR5328'M) NORTHEAST OF THE CENTERLINE OF SEVEN BRIDGES ROAD, 100 FT (30.5 M)
 DR5328'SOUTHWEST OF THE CENTERLINE EXTENDED OF HARDING ROAD, 9 FT (2.7 M)
 DR5328'SOUTHEAST OF THE SOUTHEAST CURB OF RUMSON ROAD, 68.3 FT (20.8 M)
 DR5328'SOUTHWEST OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5371 ***********************************************************************
 DR5371  DESIGNATION -  13 F 16
 DR5371  PID         -  DR5371
 DR5371  STATE/COUNTY-  NJ/MONMOUTH
 DR5371  COUNTRY     -  US
 DR5371  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5371
 DR5371                         *CURRENT SURVEY CONTROL
 DR5371  ______________________________________________________________________
 DR5371* NAD 83(1986) POSITION- 40 23 28.91   (N) 073 58 31.09   (W)   HD_HELD1
 DR5371* NAVD 88 ORTHO HEIGHT -     2.296 (meters)        7.53  (feet) ADJUSTED
 DR5371  ______________________________________________________________________
 DR5371  GEOID HEIGHT    -        -32.610 (meters)                     GEOID18
 DR5371  DYNAMIC HEIGHT  -          2.295 (meters)        7.53  (feet) COMP
 DR5371  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 DR5371
 DR5371  VERT ORDER      -  FIRST     CLASS II
 DR5371
 DR5371.The horizontal coordinates were determined by differentially corrected
 DR5371.hand held GPS observations or other comparable positioning techniques
 DR5371.and have an estimated accuracy of +/- 3 meters.
 DR5371
 DR5371.The orthometric height was determined by differential leveling and
 DR5371.adjusted by the NATIONAL GEODETIC SURVEY
 DR5371.in July 2020.
 DR5371
 DR5371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5371.GEOID18 height accuracy estimate available here.
 DR5371
 DR5371.Click photographs - Photos may exist for this station.
 DR5371
 DR5371.The dynamic height is computed by dividing the NAVD 88
 DR5371.geopotential number by the normal gravity value computed on the
 DR5371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5371.degrees latitude (g = 980.6199 gals.).
 DR5371
 DR5371.The modeled gravity was interpolated from observed gravity values.
 DR5371
 DR5371;                    North         East    Units  Estimated Accuracy
 DR5371;SPC NJ       -   173,098.7     194,544.7     MT  (+/- 3 meters HH1 GPS) 
 DR5371
 DR5371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8696771700(NAD 83)
 DR5371
 DR5371                          SUPERSEDED SURVEY CONTROL
 DR5371
 DR5371.No superseded survey control is available for this station.
 DR5371
 DR5371_MARKER: DD = SURVEY DISK
 DR5371_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR5371_SP_SET: SEA WALL BASE
 DR5371_STAMPING: 13 F 16 2018
 DR5371_MARK LOGO: NJGS
 DR5371_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5371+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2021
 DR5371
 DR5371  HISTORY     - Date     Condition        Report By
 DR5371  HISTORY     - 20181011 MONUMENTED       NJGS
 DR5371  HISTORY     - 20211014 GOOD             AAAS
 DR5371
 DR5371                          STATION DESCRIPTION
 DR5371
 DR5371'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5371'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5371'12.0 MI (19.3 KM) NORTH OF ASBURY PARK AND 6.1 MI (9.8 KM) NORTH OF
 DR5371'LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5371'
 DR5371'TO REACH FROM THE INTERSECTION OF THE SHREWSBURY RIVER BRIDGE (COUNTY
 DR5371'ROUTE 520) AND NEW JERSEY STATE ROUTE 36, GO 1.8 MI (2.9 KM) TO THE
 DR5371'STATION ON THE RIGHT.
 DR5371'
 DR5371'THE STATION IS SET IN A DRILL HOLE AT THE BASE OF A SEAWALL BETWEEN A
 DR5371'SEWAGE PUMP STATION AND THE SEAWALL, ABOUT 55 FT (16.8 M) SOUTH OF THE
 DR5371'EXTENDED CENTERLINE OF VIVA RIPA, 12 FT (3.7 M) SOUTHEAST OF THE
 DR5371'NORTHEAST CORNER OF THE PUMP STATION, 8 FT (2.4 M) NORTHEAST OF THE
 DR5371'SOUTHEAST CORNER OF THE PUMP STATION, 59 FT (18.0 M) EAST OF THE
 DR5371'CENTERLINE OF NEW JERSEY STATE ROUTE 36, 5 FT (1.5 M) EAST OF THE
 DR5371'CENTERLINE OF THE BIKE PATH, 40 FT (12.2 M) SOUTH OF A STAIRCASE
 DR5371'LEADING TO THE BEACH.
 DR5371
 DR5371                          STATION RECOVERY (2021)
 DR5371
 DR5371'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DR5371'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DR5371'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6295 ***********************************************************************
 KV6295  DESIGNATION -  13 F 2
 KV6295  PID         -  KV6295
 KV6295  STATE/COUNTY-  NJ/MONMOUTH
 KV6295  COUNTRY     -  US
 KV6295  USGS QUAD   -  FARMINGDALE (2016)
 KV6295
 KV6295                         *CURRENT SURVEY CONTROL
 KV6295  ______________________________________________________________________
 KV6295* NAD 83(1986) POSITION- 40 09 33.     (N) 074 14 42.     (W)   SCALED
 KV6295* NAVD 88 ORTHO HEIGHT -    32.049 (meters)      105.15  (feet) ADJUSTED
 KV6295  ______________________________________________________________________
 KV6295  GEOID HEIGHT    -        -32.548 (meters)                     GEOID18
 KV6295  DYNAMIC HEIGHT  -         32.035 (meters)      105.10  (feet) COMP
 KV6295  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 KV6295
 KV6295  VERT ORDER      -  FIRST     CLASS II
 KV6295
 KV6295.The horizontal coordinates were scaled from a map and have
 KV6295.an estimated accuracy of +/- 6 seconds.
 KV6295
 KV6295.The orthometric height was determined by differential leveling and
 KV6295.adjusted by the NATIONAL GEODETIC SURVEY
 KV6295.in June 1991.
 KV6295
 KV6295.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6295.GEOID18 height accuracy estimate available here.
 KV6295
 KV6295.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK642456(NAD 83)
 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
 KV6295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6295.See file dsdata.pdf to determine how the superseded data were derived.
 KV6295
 KV6295_MARKER: DD = SURVEY DISK
 KV6295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DF5257 ***********************************************************************
 DF5257  DESIGNATION -  13 F 3
 DF5257  PID         -  DF5257
 DF5257  STATE/COUNTY-  NJ/MONMOUTH
 DF5257  COUNTRY     -  US
 DF5257  USGS QUAD   -  ROOSEVELT (2019)
 DF5257
 DF5257                         *CURRENT SURVEY CONTROL
 DF5257  ______________________________________________________________________
 DF5257* NAD 83(2011) POSITION- 40 12 06.80514(N) 074 23 32.26558(W)   ADJUSTED
 DF5257* NAD 83(2011) ELLIP HT-    30.619 (meters)        (06/27/12)   ADJUSTED
 DF5257* NAD 83(2011) EPOCH   -  2010.00
 DF5257* NAVD 88 ORTHO HEIGHT -    63.0   (meters)      207.    (feet) GPS OBS
 DF5257  ______________________________________________________________________
 DF5257  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5257  GEOID HEIGHT    -        -32.368 (meters)                     GEOID99
 DF5257  GEOID HEIGHT    -        -32.377 (meters)                     GEOID18
 DF5257  NAD 83(2011) X  -  1,312,500.971 (meters)                     COMP
 DF5257  NAD 83(2011) Y  - -4,698,411.092 (meters)                     COMP
 DF5257  NAD 83(2011) Z  -  4,095,152.492 (meters)                     COMP
 DF5257  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 DF5257
 DF5257  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5257  Standards:
 DF5257         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5257            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5257  -------------------------------------------------------------------
 DF5257  NETWORK    0.93   1.45           0.43   0.31   0.74      0.06188545
 DF5257  -------------------------------------------------------------------
 DF5257  Click here for local accuracies and other accuracy information.
 DF5257
 DF5257.The horizontal coordinates were established by GPS observations
 DF5257.and adjusted by the National Geodetic Survey in June 2012.
 DF5257
 DF5257.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5257.been affixed to the stable North American tectonic plate. See 
 DF5257.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5257
 DF5257.The horizontal coordinates are valid at the epoch date displayed above
 DF5257.which is a decimal equivalence of Year/Month/Day.
 DF5257
 DF5257.The orthometric height was determined by GPS observations and a
 DF5257.high-resolution geoid model.
 DF5257
 DF5257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5257.GEOID18 height accuracy estimate available here.
 DF5257
 DF5257.Click photographs - Photos may exist for this station.
 DF5257
 DF5257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5257
 DF5257.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5257
 DF5257.The ellipsoidal height was determined by GPS observations
 DF5257.and is referenced to NAD 83.
 DF5257
 DF5257. The following values were computed from the NAD 83(2011) position.
 DF5257
 DF5257;                    North         East     Units Scale Factor Converg.
 DF5257;SPC NJ       -   151,934.938   159,169.201   MT  0.99990103   +0 04 10.3
 DF5257;SPC NJ       -   498,473.21    522,207.62   sFT  0.99990103   +0 04 10.3
 DF5257;UTM  18      - 4,450,342.511   551,720.502   MT  0.99963293   +0 23 32.2
 DF5257
 DF5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5257!SPC NJ       -   0.99999520  x   0.99990103  =   0.99989623
 DF5257!UTM  18      -   0.99999520  x   0.99963293  =   0.99962813
 DF5257
 DF5257:                Primary Azimuth Mark                     Grid Az
 DF5257:SPC NJ       -  13 F 4                                   157 49 44.5
 DF5257:UTM  18      -  13 F 4                                   157 30 22.6
 DF5257
 DF5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5172050342(NAD 83)
 DF5257
 DF5257|---------------------------------------------------------------------|
 DF5257| PID    Reference Object                     Distance      Geod. Az  |
 DF5257|                                                           dddmmss.s |
 DF5257| DF5251 13 F 4                              APPROX. 1.7 KM 1575354.8 |
 DF5257|---------------------------------------------------------------------|
 DF5257
 DF5257                          SUPERSEDED SURVEY CONTROL
 DF5257
 DF5257  NAD 83(2007)-  40 12 06.80623(N)    074 23 32.26595(W) AD(2002.00) 0
 DF5257  ELLIP H (02/10/07)   30.638  (m)                       GP(2002.00)    
 DF5257  NAD 83(1996)-  40 12 06.80615(N)    074 23 32.26632(W) AD(       ) 1
 DF5257  ELLIP H (04/17/03)   30.651  (m)                       GP(       ) 3 1
 DF5257
 DF5257.Superseded values are not recommended for survey control.
 DF5257
 DF5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5257.See file dsdata.pdf to determine how the superseded data were derived.
 DF5257
 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 - March 23, 2017
 DF5257
 DF5257  HISTORY     - Date     Condition        Report By
 DF5257  HISTORY     - 1991     MONUMENTED       NJGS
 DF5257  HISTORY     - 20020202 GOOD             NJGS
 DF5257  HISTORY     - 20170323 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 CROSSROADS INTERSECTION WITH STAGE COACH ROAD,
 DF5257'COUNTY ROAD 524.
 DF5257'
 DF5257'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 EXIT
 DF5257'16 AND COUNTY ROAD 537, MONMOUTH ROAD, IN BURKESVILLE, GO 0.55 MI
 DF5257'NORTHEAST ON COUNTY ROAD 537 TO THE CROSSROADS INTERSECTION WITH
 DF5257'COUNTY ROADS 526  AND 571.  TURN LEFT AND GO 0.65 MI NORTHWEST ON
 DF5257'COUNTY ROADS 526 AND 571 TO THE WYE INTERSECTION WHERE COUNTY ROADS
 DF5257'526 AND 571 SPLIT AT CARR'S TAVERN.  STAY TO THE RIGHT AND FOLLOW
 DF5257'COUNTY ROAD 571 FOR 1.4 MI TO THE CROSSROADS INTERSECTION WITH COUNTY
 DF5257'ROAD 524.  TURN RIGHT ON COUNTY ROAD 524 AND GO 2.35 MI NORTHEAST TO
 DF5257'THE CROSSROADS INTERSECTION WITH STILLHOUSE ROAD AND THE STATION ON
 DF5257'THE RIGHT.
 DF5257'
 DF5257'THE STATION IS 12.3 M EAST SOUTHEAST FROM THE CENTERLINE OF STILLHOUSE
 DF5257'ROAD, 17.9 M SOUTH SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 524,
 DF5257'4.35 M EAST FROM THE NORTH POST OF A SIGN FOR BRANDYWINE ESTATES II,
 DF5257'5.0 M NORTHEAST FROM THE SOUTH POST OF THE SAME SIGN. 6.05 M SOUTHEAST
 DF5257'FROM A STOP SIGN, 19.5 M SOUTHEAST FROM WOOD UTILITY POLE NUMBER JC
 DF5257'1011 ME, AND 25.9 M SOUTHEAST FROM WOOD UTILITY POLE NUMBER JC 2940
 DF5257'ME.  THE STATION IS SET FLUSH WITH THE GROUND.
 DF5257
 DF5257                          STATION RECOVERY (2017)
 DF5257
 DF5257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 DF5257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5251 ***********************************************************************
 DF5251  DESIGNATION -  13 F 4
 DF5251  PID         -  DF5251
 DF5251  STATE/COUNTY-  NJ/MONMOUTH
 DF5251  COUNTRY     -  US
 DF5251  USGS QUAD   -  ROOSEVELT (2019)
 DF5251
 DF5251                         *CURRENT SURVEY CONTROL
 DF5251  ______________________________________________________________________
 DF5251* NAD 83(2011) POSITION- 40 11 15.41603(N) 074 23 05.05599(W)   ADJUSTED
 DF5251* NAD 83(2011) ELLIP HT-    22.702 (meters)        (06/27/12)   ADJUSTED
 DF5251* NAD 83(2011) EPOCH   -  2010.00
 DF5251* NAVD 88 ORTHO HEIGHT -    55.1   (meters)      181.    (feet) GPS OBS
 DF5251  ______________________________________________________________________
 DF5251  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5251  GEOID HEIGHT    -        -32.371 (meters)                     GEOID99
 DF5251  GEOID HEIGHT    -        -32.379 (meters)                     GEOID18
 DF5251  NAD 83(2011) X  -  1,313,394.487 (meters)                     COMP
 DF5251  NAD 83(2011) Y  - -4,699,217.303 (meters)                     COMP
 DF5251  NAD 83(2011) Z  -  4,093,936.632 (meters)                     COMP
 DF5251  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 DF5251
 DF5251  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5251  Standards:
 DF5251         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5251            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5251  -------------------------------------------------------------------
 DF5251  NETWORK    0.73   1.27           0.32   0.27   0.65      0.06004272
 DF5251  -------------------------------------------------------------------
 DF5251  Click here for local accuracies and other accuracy information.
 DF5251
 DF5251.The horizontal coordinates were established by GPS observations
 DF5251.and adjusted by the National Geodetic Survey in June 2012.
 DF5251
 DF5251.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5251.been affixed to the stable North American tectonic plate. See 
 DF5251.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5251
 DF5251.The horizontal coordinates are valid at the epoch date displayed above
 DF5251.which is a decimal equivalence of Year/Month/Day.
 DF5251
 DF5251.The orthometric height was determined by GPS observations and a
 DF5251.high-resolution geoid model.
 DF5251
 DF5251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5251.GEOID18 height accuracy estimate available here.
 DF5251
 DF5251.Click photographs - Photos may exist for this station.
 DF5251
 DF5251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5251
 DF5251.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5251
 DF5251.The ellipsoidal height was determined by GPS observations
 DF5251.and is referenced to NAD 83.
 DF5251
 DF5251. The following values were computed from the NAD 83(2011) position.
 DF5251
 DF5251;                    North         East     Units Scale Factor Converg.
 DF5251;SPC NJ       -   150,350.859   159,814.715   MT  0.99990119   +0 04 27.8
 DF5251;SPC NJ       -   493,276.11    524,325.44   sFT  0.99990119   +0 04 27.8
 DF5251;UTM  18      - 4,448,762.515   552,374.753   MT  0.99963377   +0 23 49.3
 DF5251
 DF5251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5251!SPC NJ       -   0.99999644  x   0.99990119  =   0.99989763
 DF5251!UTM  18      -   0.99999644  x   0.99963377  =   0.99963021
 DF5251
 DF5251:                Primary Azimuth Mark                     Grid Az
 DF5251:SPC NJ       -  13 F 3                                   337 49 44.6
 DF5251:UTM  18      -  13 F 3                                   337 30 23.1
 DF5251
 DF5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5237448762(NAD 83)
 DF5251
 DF5251|---------------------------------------------------------------------|
 DF5251| PID    Reference Object                     Distance      Geod. Az  |
 DF5251|                                                           dddmmss.s |
 DF5251| DF5257 13 F 3                              APPROX. 1.7 KM 3375412.4 |
 DF5251|---------------------------------------------------------------------|
 DF5251
 DF5251                          SUPERSEDED SURVEY CONTROL
 DF5251
 DF5251  NAD 83(2007)-  40 11 15.41690(N)    074 23 05.05634(W) AD(2002.00) 0
 DF5251  ELLIP H (02/10/07)   22.715  (m)                       GP(2002.00)    
 DF5251  NAD 83(1996)-  40 11 15.41679(N)    074 23 05.05674(W) AD(       ) 1
 DF5251  ELLIP H (04/17/03)   22.728  (m)                       GP(       ) 3 1
 DF5251
 DF5251.Superseded values are not recommended for survey control.
 DF5251
 DF5251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5251.See file dsdata.pdf to determine how the superseded data were derived.
 DF5251
 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 - April 08, 2021
 DF5251
 DF5251  HISTORY     - Date     Condition        Report By
 DF5251  HISTORY     - 1991     MONUMENTED       NJGS
 DF5251  HISTORY     - 20020202 GOOD             NJGS
 DF5251  HISTORY     - 20170309 GOOD             NJGS
 DF5251  HISTORY     - 20210408 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 ROAR, COUNTY ROAD 537 AND FRANCIS MILLS ROAD.
 DF5251'
 DF5251'TO REACH THE STATION FROM THE JUNCTION OF MONMOUTH ROAD, COUNTY ROAD
 DF5251'537 BRIDGE OVER INTERSTATE HIGHWAY 195 AT EXIT 16, GO NORTHEAST ON
 DF5251'MONMOUTH ROAD FOR 3.0 MI TO THE STATION ON THE RIGHT, SET IN A GRASS
 DF5251'AREA AT THE POINT OF THE REVERSE WYE INTERSECTION WITH FRANCIS MILLS
 DF5251'ROAD.
 DF5251'
 DF5251'THE STATION IS 8.5 M SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF
 DF5251'COUNTY ROAD 537, 13.8 M SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD
 DF5251'537, 21.9 M EAST SOUTHEAST FROM WOOD UTILITY POLE NUMBER BT 1766 FT,
 DF5251'15.35 M EAST FROM THE CENTER OF THE NORTHEAST ALUMINUM SUPPORT COLUMN
 DF5251'FOR A FIVE FOOT HIGH ELICTRICAL CIRCUIT BOX, 4.05 M SOUTHWEST FROM THE
 DF5251'ROAD SIGN FOR FRANCIS MILLS ROAD AND COUNTY ROAD 537, 3.9 M SOUTH FROM
 DF5251'A MAILBOX FOR MCOWEN, 5.0 M NORTHWEST FROM THE NORTHWEST EDGE OF
 DF5251'PAVING OF FRANCIS MILLS ROAD, AND 8.6 M NORTHWEST FROM THE CENTERLINE
 DF5251'OF FRANCIS MILLS ROAD.  IT IS SET 0.1 M BELOW THE GROUND.
 DF5251
 DF5251                          STATION RECOVERY (2017)
 DF5251
 DF5251'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 DF5251'RECOVERED AS DESCRIBED
 DF5251
 DF5251                          STATION RECOVERY (2021)
 DF5251
 DF5251'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DF5251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7139 ***********************************************************************
 KV7139  DESIGNATION -  13 F 5
 KV7139  PID         -  KV7139
 KV7139  STATE/COUNTY-  NJ/MONMOUTH
 KV7139  COUNTRY     -  US
 KV7139  USGS QUAD   -  FREEHOLD (2019)
 KV7139
 KV7139                         *CURRENT SURVEY CONTROL
 KV7139  ______________________________________________________________________
 KV7139* NAD 83(2011) POSITION- 40 18 39.00213(N) 074 15 17.62475(W)   ADJUSTED
 KV7139* NAD 83(2011) ELLIP HT-    14.394 (meters)        (06/27/12)   ADJUSTED
 KV7139* NAD 83(2011) EPOCH   -  2010.00
 KV7139* NAVD 88 ORTHO HEIGHT -    46.8   (meters)      154.    (feet) GPS OBS
 KV7139  ______________________________________________________________________
 KV7139  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7139  GEOID HEIGHT    -        -32.630 (meters)                     GEOID93
 KV7139  GEOID HEIGHT    -        -32.333 (meters)                     GEOID18
 KV7139  NAD 83(2011) X  -  1,321,639.748 (meters)                     COMP
 KV7139  NAD 83(2011) Y  - -4,687,714.245 (meters)                     COMP
 KV7139  NAD 83(2011) Z  -  4,104,374.032 (meters)                     COMP
 KV7139  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 KV7139
 KV7139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7139  Standards:
 KV7139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7139  -------------------------------------------------------------------
 KV7139  NETWORK    0.43   0.73           0.18   0.17   0.37      0.13803836
 KV7139  -------------------------------------------------------------------
 KV7139  Click here for local accuracies and other accuracy information.
 KV7139
 KV7139.The horizontal coordinates were established by GPS observations
 KV7139.and adjusted by the National Geodetic Survey in June 2012.
 KV7139
 KV7139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7139.been affixed to the stable North American tectonic plate. See 
 KV7139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7139
 KV7139.The horizontal coordinates are valid at the epoch date displayed above
 KV7139.which is a decimal equivalence of Year/Month/Day.
 KV7139
 KV7139.The orthometric height was determined by GPS observations and a
 KV7139.high-resolution geoid model.
 KV7139
 KV7139.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7139.GEOID18 height accuracy estimate available here.
 KV7139
 KV7139.Click photographs - Photos may exist for this station.
 KV7139
 KV7139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7139
 KV7139.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7139
 KV7139.The ellipsoidal height was determined by GPS observations
 KV7139.and is referenced to NAD 83.
 KV7139
 KV7139. The following values were computed from the NAD 83(2011) position.
 KV7139
 KV7139;                    North         East     Units Scale Factor Converg.
 KV7139;SPC NJ       -   164,054.044   170,833.111   MT  0.99990534   +0 09 30.8
 KV7139;SPC NJ       -   538,233.98    560,474.97   sFT  0.99990534   +0 09 30.8
 KV7139;UTM  18      - 4,462,524.008   563,312.843   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6331262524(NAD 83)
 KV7139
 KV7139                          SUPERSEDED SURVEY CONTROL
 KV7139
 KV7139  NAD 83(2007)-  40 18 39.00253(N)    074 15 17.62525(W) AD(2002.00) 0
 KV7139  ELLIP H (02/10/07)   14.405  (m)                       GP(2002.00)    
 KV7139  ELLIP H (10/23/02)   14.413  (m)                       GP(       ) 4 1
 KV7139  NAD 83(1996)-  40 18 39.00254(N)    074 15 17.62551(W) AD(       ) 1
 KV7139  ELLIP H (05/14/99)   14.408  (m)                       GP(       ) 4 1
 KV7139  NAD 83(1992)-  40 18 39.00191(N)    074 15 17.62570(W) AD(       ) 1
 KV7139  ELLIP H (09/14/94)   14.354  (m)                       GP(       ) 3 1
 KV7139
 KV7139.Superseded values are not recommended for survey control.
 KV7139
 KV7139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7139.See file dsdata.pdf to determine how the superseded data were derived.
 KV7139
 KV7139_MARKER: DD = SURVEY DISK
 KV7139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - May 07, 2021
 KV7139
 KV7139  HISTORY     - Date     Condition        Report By
 KV7139  HISTORY     - 1993     MONUMENTED       NJGS
 KV7139  HISTORY     - 20210507 GOOD             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.
 KV7139
 KV7139                          STATION RECOVERY (2021)
 KV7139
 KV7139'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV7139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6565 ***********************************************************************
 DK6565  DESIGNATION -  13 F 6
 DK6565  PID         -  DK6565
 DK6565  STATE/COUNTY-  NJ/MONMOUTH
 DK6565  COUNTRY     -  US
 DK6565  USGS QUAD   -  ADELPHIA (2019)
 DK6565
 DK6565                         *CURRENT SURVEY CONTROL
 DK6565  ______________________________________________________________________
 DK6565* NAD 83(1986) POSITION- 40 14 56.81   (N) 074 15 04.82   (W)   HD_HELD1
 DK6565* NAVD 88 ORTHO HEIGHT -    41.331 (meters)      135.60  (feet) ADJUSTED
 DK6565  ______________________________________________________________________
 DK6565  GEOID HEIGHT    -        -32.370 (meters)                     GEOID18
 DK6565  DYNAMIC HEIGHT  -         41.314 (meters)      135.54  (feet) COMP
 DK6565  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 DK6565
 DK6565  VERT ORDER      -  SECOND    CLASS II
 DK6565
 DK6565.The horizontal coordinates were determined by differentially corrected
 DK6565.hand held GPS observations or other comparable positioning techniques
 DK6565.and have an estimated accuracy of +/- 3 meters.
 DK6565
 DK6565.The orthometric height was determined by differential leveling and
 DK6565.adjusted by the NATIONAL GEODETIC SURVEY
 DK6565.in May 2011.
 DK6565
 DK6565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6565.GEOID18 height accuracy estimate available here.
 DK6565
 DK6565.Click photographs - Photos may exist for this station.
 DK6565
 DK6565.The dynamic height is computed by dividing the NAVD 88
 DK6565.geopotential number by the normal gravity value computed on the
 DK6565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6565.degrees latitude (g = 980.6199 gals.).
 DK6565
 DK6565.The modeled gravity was interpolated from observed gravity values.
 DK6565
 DK6565;                    North         East    Units  Estimated Accuracy
 DK6565;SPC NJ       -   157,202.2     171,154.7     MT  (+/- 3 meters HH1 GPS) 
 DK6565
 DK6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6367255675(NAD 83)
 DK6565
 DK6565                          SUPERSEDED SURVEY CONTROL
 DK6565
 DK6565.No superseded survey control is available for this station.
 DK6565
 DK6565_MARKER: DD = SURVEY DISK
 DK6565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6565_STAMPING: 13 F 6 2006
 DK6565_MARK LOGO: NJDT
 DK6565_PROJECTION: FLUSH
 DK6565_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6565+STABILITY: SURFACE MOTION
 DK6565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6565+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DK6565
 DK6565  HISTORY     - Date     Condition        Report By
 DK6565  HISTORY     - 2006     MONUMENTED       NJDT
 DK6565  HISTORY     - 20061102 GOOD             NJGS
 DK6565  HISTORY     - 20140411 GOOD             NJGS
 DK6565  HISTORY     - 20220818 GOOD             NJGS
 DK6565
 DK6565                          STATION DESCRIPTION
 DK6565
 DK6565'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6565'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, TO REACH THE STATION FROM
 DK6565'THE JUNCTION OF NJ STATE ROUTE 79 AND PARK AVENUE (NJ STATE ROUTE 33
 DK6565'BUSINESS) IN THE BOROUGH OF FREEHOLD, GO ABOUT 1.2 MI (1.93 KM) EAST
 DK6565'ON ROUTE 33 BUSINESS TO THE STATION ON THE RIGHT.
 DK6565'
 DK6565'THE STATION IS 10.0 FT (3.0 M) SOUTH-SOUTHWEST OF A LARGE CANTILEVER
 DK6565'ROAD SIGN (55 SOUTH HALLS MILL ROAD) FOR THE EASTBOUND LANES OF NJ
 DK6565'ROUTE 33 BUSINESS WHICH HAS STATION 13 E 6 IN THE BASE.  THE SIGN IS
 DK6565'ACROSS THE HIGHWAY FROM THE FREEHOLD CARTAGE (NUMBER 825 ROUTE 33).
 DK6565'THE STATION IS 47.6 FT (14.5 M) EAST OF POLE NUMBER K02102, 122.2 FT
 DK6565'(37.2 M) WEST OF POLE K01103, 14.3 FT (4.4 M) SOUTH OF THE SOUTH CURB
 DK6565'OF ROUTE 33.
 DK6565
 DK6565                          STATION RECOVERY (2014)
 DK6565
 DK6565'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DK6565'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH FROM MARLBORO, 2.2
 DK6565'MI (3.5 KM) NORTH FROM ADELPHIA AND 1.4 MI (2.3 KM) EAST-SOUTHEAST
 DK6565'FROM FREEHOLD.
 DK6565'
 DK6565'THE STATION WAS RECOVERED AS DESCRIBED.
 DK6565'
 DK6565'THE STATION IS ALSO KNOWN AS STATE ROUTE 33 BUSINESS BASELINE STATION
 DK6565'116+84.24.
 DK6565
 DK6565                          STATION RECOVERY (2022)
 DK6565
 DK6565'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6985 ***********************************************************************
 DM6985  DESIGNATION -  13 F 7
 DM6985  PID         -  DM6985
 DM6985  STATE/COUNTY-  NJ/MONMOUTH
 DM6985  COUNTRY     -  US
 DM6985  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6985
 DM6985                         *CURRENT SURVEY CONTROL
 DM6985  ______________________________________________________________________
 DM6985* NAD 83(1986) POSITION- 40 15 50.     (N) 073 59 21.     (W)   SCALED
 DM6985* NAVD 88 ORTHO HEIGHT -     7.760 (meters)       25.46  (feet) ADJUSTED
 DM6985  ______________________________________________________________________
 DM6985  GEOID HEIGHT    -        -32.783 (meters)                     GEOID18
 DM6985  DYNAMIC HEIGHT  -          7.756 (meters)       25.45  (feet) COMP
 DM6985  MODELED GRAVITY -    980,173.0   (mgal)                       NAVD 88
 DM6985
 DM6985  VERT ORDER      -  FIRST     CLASS II
 DM6985
 DM6985.The horizontal coordinates were scaled from a map and have
 DM6985.an estimated accuracy of +/- 6 seconds.
 DM6985
 DM6985.The orthometric height was determined by differential leveling and
 DM6985.adjusted by the NATIONAL GEODETIC SURVEY
 DM6985.in May 2011.
 DM6985
 DM6985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6985.GEOID18 height accuracy estimate available here.
 DM6985
 DM6985.Click photographs - Photos may exist for this station.
 DM6985
 DM6985.The dynamic height is computed by dividing the NAVD 88
 DM6985.geopotential number by the normal gravity value computed on the
 DM6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6985.degrees latitude (g = 980.6199 gals.).
 DM6985
 DM6985.The modeled gravity was interpolated from observed gravity values.
 DM6985
 DM6985;                    North         East    Units  Estimated Accuracy
 DM6985;SPC NJ       -   158,940.      193,450.      MT  (+/- 180 meters Scaled)
 DM6985
 DM6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859575(NAD 83)
 DM6985
 DM6985                          SUPERSEDED SURVEY CONTROL
 DM6985
 DM6985.No superseded survey control is available for this station.
 DM6985
 DM6985_MARKER: DD = SURVEY DISK
 DM6985_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6985_SP_SET: ELECTRICAL MANHOLE
 DM6985_STAMPING: 13 F 7 2008
 DM6985_MARK LOGO: NJGS
 DM6985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6985+STABILITY: SURFACE MOTION
 DM6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6985+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM6985
 DM6985  HISTORY     - Date     Condition        Report By
 DM6985  HISTORY     - 20080507 MONUMENTED       NJGS
 DM6985
 DM6985                          STATION DESCRIPTION
 DM6985
 DM6985'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6985'THE STATION IS LOCATED IN LONG BRANCH, SET IN A DRILL HOLE IN A
 DM6985'RECTANGULAR ELECTRICAL MANHOLE ON THE SOUTHEAST CORNER OF OCEAN AVENUE
 DM6985'AND GARFIELD ROAD TO THE EAST/LINCOLN AVENUE TO THE WEST.
 DM6985'
 DM6985'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6985'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 3.5 MI (5.6 KM) SOUTH ON
 DM6985'OCEAN BOULEVARD TO THE STATION ON THE LEFT.
 DM6985'
 DM6985'THE STATION IS 5.6 FT (1.7 M) EAST OF THE EAST CURB OF OCEAN AVENUE,
 DM6985'29.5 FT (9.0 M) SOUTH OF THE SOUTH CURB EXTENDED OF GARFIELD AVENUE,
 DM6985'11.1 FT (3.4 M) NORTH OF A TRAFFIC SIGNAL, 5.5 FT (1.7 M) NORTHWEST OF
 DM6985'AN ALUMINUM ELECTRICAL TOWER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7202 ***********************************************************************
 DM7202  DESIGNATION -  13 F 8
 DM7202  PID         -  DM7202
 DM7202  STATE/COUNTY-  NJ/MONMOUTH
 DM7202  COUNTRY     -  US
 DM7202  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7202
 DM7202                         *CURRENT SURVEY CONTROL
 DM7202  ______________________________________________________________________
 DM7202* NAD 83(1986) POSITION- 40 18 50.47   (N) 074 01 40.99   (W)   HD_HELD1
 DM7202* NAVD 88 ORTHO HEIGHT -     2.433 (meters)        7.98  (feet) ADJUSTED
 DM7202  ______________________________________________________________________
 DM7202  GEOID HEIGHT    -        -32.642 (meters)                     GEOID18
 DM7202  DYNAMIC HEIGHT  -          2.432 (meters)        7.98  (feet) COMP
 DM7202  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 DM7202
 DM7202  VERT ORDER      -  FIRST     CLASS II
 DM7202
 DM7202.The horizontal coordinates were determined by differentially corrected
 DM7202.hand held GPS observations or other comparable positioning techniques
 DM7202.and have an estimated accuracy of +/- 3 meters.
 DM7202
 DM7202.The orthometric height was determined by differential leveling and
 DM7202.adjusted by the NATIONAL GEODETIC SURVEY
 DM7202.in May 2011.
 DM7202
 DM7202.No vertical observational check was made to the station.
 DM7202
 DM7202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7202.GEOID18 height accuracy estimate available here.
 DM7202
 DM7202.Click photographs - Photos may exist for this station.
 DM7202
 DM7202.The dynamic height is computed by dividing the NAVD 88
 DM7202.geopotential number by the normal gravity value computed on the
 DM7202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7202.degrees latitude (g = 980.6199 gals.).
 DM7202
 DM7202.The modeled gravity was interpolated from observed gravity values.
 DM7202
 DM7202;                    North         East    Units  Estimated Accuracy
 DM7202;SPC NJ       -   164,485.8     190,112.2     MT  (+/- 3 meters HH1 GPS) 
 DM7202
 DM7202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8258463064(NAD 83)
 DM7202
 DM7202                          SUPERSEDED SURVEY CONTROL
 DM7202
 DM7202.No superseded survey control is available for this station.
 DM7202
 DM7202_MARKER: DD = SURVEY DISK
 DM7202_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7202_SP_SET: BRIDGE ABUTMENT
 DM7202_STAMPING: 13 F 8 2008
 DM7202_MARK LOGO: NJGS
 DM7202_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7202+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2017
 DM7202
 DM7202  HISTORY     - Date     Condition        Report By
 DM7202  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7202  HISTORY     - 20170922 GOOD             PBCONS
 DM7202  HISTORY     - 20171030 GOOD             NJGS
 DM7202
 DM7202                          STATION DESCRIPTION
 DM7202
 DM7202'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7202'THE STATION IS LOCATED IN THE CITY OF OCEANPORT, SET IN A DRILL HOLE
 DM7202'IN THE NORTHEAST CORNER OF THE CENTER ABUTMENT ON THE NORTHEAST SIDE
 DM7202'OF THE EAST MAIN STREET BRIDGE (E-14) SPANNING THE OCEANPORT CREEK.
 DM7202'
 DM7202'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (NJ STATE
 DM7202'ROUTE 36) AND EAST MAIN STREET (ROAD LEADING TO MONMOUTH PARK RACEWAY)
 DM7202'GO 1.0 MI (1.6 KM) NORTHWEST ON EAST MAIN STREET TO THE JUNCTION WITH
 DM7202'BRIDGEWATER DRIVE TO THE EAST AND EAST MAIN STREET TO THE WEST.  TURN
 DM7202'LEFT AND GO 0.1 MI (0.2 KM) WEST ON EAST MAIN STREET TO THE BRIDGE AND
 DM7202'STATION ON THE RIGHT.
 DM7202'
 DM7202'THE STATION IS 6.0 FT (1.8 M) NORTH OF THE NORTH CURB OF EAST MAIN
 DM7202'STREET, 240.0 FT (73.2 M) NORTHEAST OF THE CENTERLINE EXTENDED OF
 DM7202'PEMBERTON AVENUE, 29.0 FT (8.8 M) NORTH OF THE CENTERLINE OF EAST MAIN
 DM7202'STREET, 157 FT (47.9 M) WEST OF THE EAST END OF THE BRIDGE, 56.8 FT
 DM7202'(17.3 M) EAST OF THE WEST END OF THE BRIDGE.
 DM7202
 DM7202                          STATION RECOVERY (2017)
 DM7202
 DM7202'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DM7202'RECOVERED IN GOOD CONDITION.
 DM7202
 DM7202                          STATION RECOVERY (2017)
 DM7202
 DM7202'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DM7202'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7996 ***********************************************************************
 DP7996  DESIGNATION -  13 F 9
 DP7996  PID         -  DP7996
 DP7996  STATE/COUNTY-  NJ/MONMOUTH
 DP7996  COUNTRY     -  US
 DP7996  USGS QUAD   -  ASBURY PARK (2019)
 DP7996
 DP7996                         *CURRENT SURVEY CONTROL
 DP7996  ______________________________________________________________________
 DP7996* NAD 83(1986) POSITION- 40 09 59.10   (N) 074 01 03.50   (W)   HD_HELD1
 DP7996* NAVD 88 ORTHO HEIGHT -     2.829 (meters)        9.28  (feet) ADJUSTED
 DP7996  ______________________________________________________________________
 DP7996  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 DP7996  DYNAMIC HEIGHT  -          2.828 (meters)        9.28  (feet) COMP
 DP7996  MODELED GRAVITY -    980,163.9   (mgal)                       NAVD 88
 DP7996
 DP7996  VERT ORDER      -  FIRST     CLASS II
 DP7996
 DP7996.The horizontal coordinates were determined by differentially corrected
 DP7996.hand held GPS observations or other comparable positioning techniques
 DP7996.and have an estimated accuracy of +/- 3 meters.
 DP7996
 DP7996.The orthometric height was determined by differential leveling and
 DP7996.adjusted by the NATIONAL GEODETIC SURVEY
 DP7996.in September 2015.
 DP7996
 DP7996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7996.GEOID18 height accuracy estimate available here.
 DP7996
 DP7996.Click photographs - Photos may exist for this station.
 DP7996
 DP7996.The dynamic height is computed by dividing the NAVD 88
 DP7996.geopotential number by the normal gravity value computed on the
 DP7996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7996.degrees latitude (g = 980.6199 gals.).
 DP7996
 DP7996.The modeled gravity was interpolated from observed gravity values.
 DP7996
 DP7996;                    North         East    Units  Estimated Accuracy
 DP7996;SPC NJ       -   148,102.4     191,086.5     MT  (+/- 3 meters HH1 GPS) 
 DP7996
 DP7996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8365046690(NAD 83)
 DP7996
 DP7996                          SUPERSEDED SURVEY CONTROL
 DP7996
 DP7996.No superseded survey control is available for this station.
 DP7996
 DP7996_MARKER: DD = SURVEY DISK
 DP7996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7996_SP_SET: SET IN A MASSIVE STRUCTURE
 DP7996_STAMPING: 13 F 9 2012
 DP7996_MARK LOGO: NJGS
 DP7996_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7996+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 DP7996
 DP7996  HISTORY     - Date     Condition        Report By
 DP7996  HISTORY     - 20120518 MONUMENTED       NJGS
 DP7996  HISTORY     - 20190807 GOOD             INDIV
 DP7996
 DP7996                          STATION DESCRIPTION
 DP7996
 DP7996'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7996'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST OF POINT
 DP7996'PLEASANT, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF POINT PLEASANT BEACH AND
 DP7996'3.7 MI (6.0 KM) SOUTH OF ASBURY PARK.
 DP7996'
 DP7996'THE STATION IS LOCATED IN THE BOROUGH OF SPRING LAKE.
 DP7996'
 DP7996'THE STATION IS ON THE WEST SIDE OF OCEAN AVENUE, SET FLUSH IN A DRILL
 DP7996'HOLE AT THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION FOR THE WESTERLY
 DP7996'BRICK ARCH STRUCTURE ON THE NORTHEAST CORNER OF THE T-JUNCTION OF
 DP7996'OCEAN AVENUE AND SOUTH BOULEVARD AT THE SOUTHEAST CORNER OF A
 DP7996'MUNICIPAL PARK SURROUNDING LAKE COMO.
 DP7996'
 DP7996'THE STATION IS 27.4 FT (8.4 M) WEST FROM THE CENTERLINE OF OCEAN
 DP7996'AVENUE, 66.1 FT (20.1 M) NORTH FROM THE CENTERLINE OF SOUTH BOULEVARD,
 DP7996'10.0 FT (3.0 M) SOUTHWEST FROM A ROADWAY DELINEATION SIGN, 22.8 FT
 DP7996'(6.9 M) NORTH FROM A 5 FT (1.5 M) HIGH CONCRETE STREET NAME POST, 9.0
 DP7996'FT (2.7 M) EAST FROM THE CENTER OF THE BRICK ARCH AND 1.0 FT (0.3 M)
 DP7996'SOUTH FROM THE SOUTHEAST CORNER OF THE BRICK ARCH.
 DP7996
 DP7996                          STATION RECOVERY (2019)
 DP7996
 DP7996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (CB)
 DP7996'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6226 ***********************************************************************
 KV6226  DESIGNATION -  13 G 1
 KV6226  PID         -  KV6226
 KV6226  STATE/COUNTY-  NJ/MONMOUTH
 KV6226  COUNTRY     -  US
 KV6226  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6226
 KV6226                         *CURRENT SURVEY CONTROL
 KV6226  ______________________________________________________________________
 KV6226* NAD 83(2011) POSITION- 40 25 52.81204(N) 074 05 42.79186(W)   ADJUSTED
 KV6226* NAD 83(2011) ELLIP HT-   -30.688 (meters)        (06/27/12)   ADJUSTED
 KV6226* NAD 83(2011) EPOCH   -  2010.00
 KV6226* NAVD 88 ORTHO HEIGHT -     1.680 (meters)        5.51  (feet) ADJUSTED
 KV6226  ______________________________________________________________________
 KV6226  GEOID HEIGHT    -        -32.375 (meters)                     GEOID18
 KV6226  NAD 83(2011) X  -  1,332,314.066 (meters)                     COMP
 KV6226  NAD 83(2011) Y  - -4,675,644.342 (meters)                     COMP
 KV6226  NAD 83(2011) Z  -  4,114,539.213 (meters)                     COMP
 KV6226  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 KV6226  DYNAMIC HEIGHT  -          1.680 (meters)        5.51  (feet) COMP
 KV6226  MODELED GRAVITY -    980,217.9   (mgal)                       NAVD 88
 KV6226
 KV6226  VERT ORDER      -  FIRST     CLASS II
 KV6226
 KV6226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6226  Standards:
 KV6226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6226  -------------------------------------------------------------------
 KV6226  NETWORK    0.50   0.76           0.22   0.19   0.39      0.09007379
 KV6226  -------------------------------------------------------------------
 KV6226  Click here for local accuracies and other accuracy information.
 KV6226
 KV6226.The horizontal coordinates were established by GPS observations
 KV6226.and adjusted by the National Geodetic Survey in June 2012.
 KV6226
 KV6226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6226.been affixed to the stable North American tectonic plate. See 
 KV6226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6226
 KV6226.The horizontal coordinates are valid at the epoch date displayed above
 KV6226.which is a decimal equivalence of Year/Month/Day.
 KV6226
 KV6226.The orthometric height was determined by differential leveling and
 KV6226.adjusted by the NATIONAL GEODETIC SURVEY
 KV6226.in July 2020.
 KV6226
 KV6226.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6226.GEOID18 height accuracy estimate available here.
 KV6226
 KV6226.Click photographs - Photos may exist for this station.
 KV6226
 KV6226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6226
 KV6226.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6226
 KV6226.The ellipsoidal height was determined by GPS observations
 KV6226.and is referenced to NAD 83.
 KV6226
 KV6226.The dynamic height is computed by dividing the NAVD 88
 KV6226.geopotential number by the normal gravity value computed on the
 KV6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6226.degrees latitude (g = 980.6199 gals.).
 KV6226
 KV6226.The modeled gravity was interpolated from observed gravity values.
 KV6226
 KV6226. The following values were computed from the NAD 83(2011) position.
 KV6226
 KV6226;                    North         East     Units Scale Factor Converg.
 KV6226;SPC NJ       -   177,483.396   184,343.869   MT  0.99991451   +0 15 45.1
 KV6226;SPC NJ       -   582,293.44    604,801.51   sFT  0.99991451   +0 15 45.1
 KV6226;UTM  18      - 4,476,026.157   576,744.125   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7674476026(NAD 83)
 KV6226
 KV6226                          SUPERSEDED SURVEY CONTROL
 KV6226
 KV6226  NAD 83(2007)-  40 25 52.81245(N)    074 05 42.79233(W) AD(2002.00) 0
 KV6226  ELLIP H (02/10/07)  -30.671  (m)                       GP(2002.00)    
 KV6226  ELLIP H (10/23/02)  -30.656  (m)                       GP(       ) 4 1
 KV6226  NAD 83(1996)-  40 25 52.81251(N)    074 05 42.79259(W) AD(       ) 1
 KV6226  ELLIP H (05/14/99)  -30.668  (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)  -30.734  (m)                       GP(       ) 3 1
 KV6226  NAD 83(1986)-  40 25 52.81159(N)    074 05 42.79141(W) AD(       ) 2
 KV6226  NAVD 88 (09/14/94)    1.7    (m)  GEOID93  model used  GPS OBS        
 KV6226  NGVD 29 (03/28/90)    2.2    (m)  RAPSU86  model used  GPS OBS        
 KV6226
 KV6226.Superseded values are not recommended for survey control.
 KV6226
 KV6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6226.See file dsdata.pdf to determine how the superseded data were derived.
 KV6226
 KV6226_MARKER: DD = SURVEY DISK
 KV6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6226_STAMPING: 13 G 1 1988
 KV6226_MARK LOGO: NJGS
 KV6226_PROJECTION: RECESSED 10 CENTIMETERS
 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 - July 17, 2019
 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  HISTORY     - 20071002 GOOD             INDIV
 KV6226  HISTORY     - 20140423 GOOD             NJDEP
 KV6226  HISTORY     - 20180910 GOOD             NJGS
 KV6226  HISTORY     - 20190717 GOOD             NJGS
 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.
 KV6226
 KV6226                          STATION RECOVERY (2007)
 KV6226
 KV6226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (LIP)
 KV6226'RECOVERED AS DESCRIBED
 KV6226
 KV6226                          STATION RECOVERY (2014)
 KV6226
 KV6226'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2014 (MAR)
 KV6226'RECOVERED IN GOOD CONDITION
 KV6226
 KV6226                          STATION RECOVERY (2018)
 KV6226
 KV6226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV6226'THE STATION IS ABOUT 10.4 MI (16.7 KM) EAST-SOUTHEAST OF PERTH AMBOY,
 KV6226'10.3 MI (16.6 KM) NORTH-NORTHWEST OF LONG BRANCH AND 5.5 MI (8.8 KM)
 KV6226'EAST OF KEYPORT, PORT MONMOUTH.
 KV6226'
 KV6226'TO REACH FROM THE INTERSECTION OF MAIN STREET AND NEW JERSEY ROUTE 36,
 KV6226'GO 0.6 MI (1.0 KM) NORTHEAST ON MAIN STREET TO THE NORTHEAST CORNER OF
 KV6226'MAIN STREET AND BROADWAY AND THE STATION ON THE RIGHT.
 KV6226'
 KV6226'THE STATION IS 20 FT (6.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF MAIN
 KV6226'STREET, 56 FT (17.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF BROADWAY,
 KV6226'65 FT (19.8 M) SOUTHWEST OF A POWER LINE POLE BT41952MDT AND 31 FT
 KV6226'(9.4 M) NORTHEAST OF POLE NUMBER 4953MDT, 0.5 FT (15 CM) NORTH OF A
 KV6226'WITNESS SIGN POST..
 KV6226'
 KV6226'THE TIES (4 FT (1.2 M) HIGH CHAIN LINK FENCE AND POLE 4959MDT) NO
 KV6226'LONGER EXIST.
 KV6226
 KV6226                          STATION RECOVERY (2019)
 KV6226
 KV6226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7904 ***********************************************************************
 DP7904  DESIGNATION -  13 G 10
 DP7904  PID         -  DP7904
 DP7904  STATE/COUNTY-  NJ/MONMOUTH
 DP7904  COUNTRY     -  US
 DP7904  USGS QUAD   -  POINT PLEASANT (2019)
 DP7904
 DP7904                         *CURRENT SURVEY CONTROL
 DP7904  ______________________________________________________________________
 DP7904* NAD 83(1986) POSITION- 40 06 50.15   (N) 074 02 11.89   (W)   HD_HELD1
 DP7904* NAVD 88 ORTHO HEIGHT -     2.526 (meters)        8.29  (feet) ADJUSTED
 DP7904  ______________________________________________________________________
 DP7904  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 DP7904  DYNAMIC HEIGHT  -          2.525 (meters)        8.28  (feet) COMP
 DP7904  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 DP7904
 DP7904  VERT ORDER      -  FIRST     CLASS II
 DP7904
 DP7904.The horizontal coordinates were determined by differentially corrected
 DP7904.hand held GPS observations or other comparable positioning techniques
 DP7904.and have an estimated accuracy of +/- 3 meters.
 DP7904
 DP7904.The orthometric height was determined by differential leveling and
 DP7904.adjusted by the NATIONAL GEODETIC SURVEY
 DP7904.in September 2015.
 DP7904
 DP7904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7904.GEOID18 height accuracy estimate available here.
 DP7904
 DP7904.Click photographs - Photos may exist for this station.
 DP7904
 DP7904.The dynamic height is computed by dividing the NAVD 88
 DP7904.geopotential number by the normal gravity value computed on the
 DP7904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7904.degrees latitude (g = 980.6199 gals.).
 DP7904
 DP7904.The modeled gravity was interpolated from observed gravity values.
 DP7904
 DP7904;                    North         East    Units  Estimated Accuracy
 DP7904;SPC NJ       -   142,266.4     189,498.7     MT  (+/- 3 meters HH1 GPS) 
 DP7904
 DP7904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8209640847(NAD 83)
 DP7904
 DP7904                          SUPERSEDED SURVEY CONTROL
 DP7904
 DP7904.No superseded survey control is available for this station.
 DP7904
 DP7904_MARKER: DD = SURVEY DISK
 DP7904_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7904_SP_SET: BRIDGE ABUTMENT
 DP7904_STAMPING: 13 G 10 2013
 DP7904_MARK LOGO: NJGS
 DP7904_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7904+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DP7904
 DP7904  HISTORY     - Date     Condition        Report By
 DP7904  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7904
 DP7904                          STATION DESCRIPTION
 DP7904
 DP7904'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7904'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7904'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7904'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7904'
 DP7904'THE STATION IS SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH
 DP7904'ABUTMENT IN THE SIDEWALK AREA OF THE EAST MAIN STREET BRIDGE (BRIDGE
 DP7904'NUMBER W-10) SPANNING THE OUTFLOW CHANNEL FOR STOCKTON LAKE.
 DP7904'
 DP7904'THE STATION IS 52 FT (15.8 M) SOUTHEAST OF THE CENTER OF THE BRIDGE,
 DP7904'1.5 FT (0.5 M) NORTHEAST OF THE NORTHEAST CURB OF THE BRIDGE, 104 FT
 DP7904'(31.7 M) NORTHWEST OF THE CENTERLINE OF PICKELL ALLEY, 22 FT (6.7 M)
 DP7904'NORTHEAST OF THE CENTERLINE OF EAST MAIN STREET, 90 FT (27.4 M)
 DP7904'NORTHWEST OF POLE NUMBER JC43MSN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9952 ***********************************************************************
 DP9952  DESIGNATION -  13 G 11
 DP9952  PID         -  DP9952
 DP9952  STATE/COUNTY-  NJ/MONMOUTH
 DP9952  COUNTRY     -  US
 DP9952  USGS QUAD   -  KEYPORT (2016)
 DP9952
 DP9952                         *CURRENT SURVEY CONTROL
 DP9952  ______________________________________________________________________
 DP9952* NAD 83(1986) POSITION- 40 25 50.40   (N) 074 12 24.34   (W)   HD_HELD1
 DP9952* NAVD 88 ORTHO HEIGHT -     2.291 (meters)        7.52  (feet) ADJUSTED
 DP9952  ______________________________________________________________________
 DP9952  GEOID HEIGHT    -        -32.366 (meters)                     GEOID18
 DP9952  DYNAMIC HEIGHT  -          2.290 (meters)        7.51  (feet) COMP
 DP9952  MODELED GRAVITY -    980,222.5   (mgal)                       NAVD 88
 DP9952
 DP9952  VERT ORDER      -  FIRST     CLASS II
 DP9952
 DP9952.The horizontal coordinates were determined by differentially corrected
 DP9952.hand held GPS observations or other comparable positioning techniques
 DP9952.and have an estimated accuracy of +/- 3 meters.
 DP9952
 DP9952.The orthometric height was determined by differential leveling and
 DP9952.adjusted by the NATIONAL GEODETIC SURVEY
 DP9952.in February 2016.
 DP9952
 DP9952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9952.GEOID18 height accuracy estimate available here.
 DP9952
 DP9952.Click photographs - Photos may exist for this station.
 DP9952
 DP9952.The dynamic height is computed by dividing the NAVD 88
 DP9952.geopotential number by the normal gravity value computed on the
 DP9952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9952.degrees latitude (g = 980.6199 gals.).
 DP9952
 DP9952.The modeled gravity was interpolated from observed gravity values.
 DP9952
 DP9952;                    North         East    Units  Estimated Accuracy
 DP9952;SPC NJ       -   177,371.6     174,880.3     MT  (+/- 3 meters HH1 GPS) 
 DP9952
 DP9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6728375860(NAD 83)
 DP9952
 DP9952                          SUPERSEDED SURVEY CONTROL
 DP9952
 DP9952.No superseded survey control is available for this station.
 DP9952
 DP9952_MARKER: DD = SURVEY DISK
 DP9952_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP9952_SP_SET: CULVERT HEADWALL
 DP9952_STAMPING: 13 G 11 2015
 DP9952_MARK LOGO: NJGS
 DP9952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9952+STABILITY: SURFACE MOTION
 DP9952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9952+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9952
 DP9952  HISTORY     - Date     Condition        Report By
 DP9952  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9952
 DP9952                          STATION DESCRIPTION
 DP9952
 DP9952'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9952'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF SOUTH AMBOY
 DP9952'JUNCTION, 5.5 MI (8.8 KM) SOUTHEAST OF SOUTH AMBOY AND IN THE TOWN OF
 DP9952'KEYPORT, NJ.
 DP9952'
 DP9952'TO REACH FROM THE CENTER OF THE COUNTY ROUTE 516 BRIDGE OVER NEW
 DP9952'JERSEY ROUTE 35, GO 0.2 MI (0.3 KM) EAST 0N ROUTE 516 TO THE JUNCTION
 DP9952'WITH MAPLE PLACE.  TURN LEFT AND GO 0.15 MI (0.2 KM) NORTHEAST ON
 DP9952'MAPLE PLACE TO THE STATION ON THE RIGHT, STATION IS SET IN A DRILL
 DP9952'HOLE IN THE NORTHEAST CORNER OF A CULVERT HEADWALL ON THE SOUTHEAST
 DP9952'SIDE OF MAPLE PLACE, SPANNING LUPPATATONG CREEK.
 DP9952'
 DP9952'IT IS 47 FT (14.3 M) SOUTHEAST OF THE CENTERLINE OF MAPLE PLACE, 15 FT
 DP9952'(4.6 M) NORTHEAST OF THE CENTER OF THE HEADWALL, 2 FT (0.6 M)
 DP9952'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.  THE STATION IS ABOUT
 DP9952'6 FT (1.8 M) LOWER THAN THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9996 ***********************************************************************
 DP9996  DESIGNATION -  13 G 12
 DP9996  PID         -  DP9996
 DP9996  STATE/COUNTY-  NJ/MONMOUTH
 DP9996  COUNTRY     -  US
 DP9996  USGS QUAD   -  FARMINGDALE (2016)
 DP9996
 DP9996                         *CURRENT SURVEY CONTROL
 DP9996  ______________________________________________________________________
 DP9996* NAD 83(1986) POSITION- 40 13 46.07   (N) 074 12 05.85   (W)   HD_HELD1
 DP9996* NAVD 88 ORTHO HEIGHT -    32.511 (meters)      106.66  (feet) ADJUSTED
 DP9996  ______________________________________________________________________
 DP9996  GEOID HEIGHT    -        -32.454 (meters)                     GEOID18
 DP9996  DYNAMIC HEIGHT  -         32.498 (meters)      106.62  (feet) COMP
 DP9996  MODELED GRAVITY -    980,206.8   (mgal)                       NAVD 88
 DP9996
 DP9996  VERT ORDER      -  FIRST     CLASS II
 DP9996
 DP9996.The horizontal coordinates were determined by differentially corrected
 DP9996.hand held GPS observations or other comparable positioning techniques
 DP9996.and have an estimated accuracy of +/- 3 meters.
 DP9996
 DP9996.The orthometric height was determined by differential leveling and
 DP9996.adjusted by the NATIONAL GEODETIC SURVEY
 DP9996.in February 2016.
 DP9996
 DP9996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9996.GEOID18 height accuracy estimate available here.
 DP9996
 DP9996.Click photographs - Photos may exist for this station.
 DP9996
 DP9996.The dynamic height is computed by dividing the NAVD 88
 DP9996.geopotential number by the normal gravity value computed on the
 DP9996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9996.degrees latitude (g = 980.6199 gals.).
 DP9996
 DP9996.The modeled gravity was interpolated from observed gravity values.
 DP9996
 DP9996;                    North         East    Units  Estimated Accuracy
 DP9996;SPC NJ       -   155,033.5     175,391.4     MT  (+/- 3 meters HH1 GPS) 
 DP9996
 DP9996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6792053531(NAD 83)
 DP9996
 DP9996                          SUPERSEDED SURVEY CONTROL
 DP9996
 DP9996.No superseded survey control is available for this station.
 DP9996
 DP9996_MARKER: DD = SURVEY DISK
 DP9996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9996_SP_SET: ANTENNA TOWER BASE
 DP9996_STAMPING: 13 G 12 2015
 DP9996_MARK LOGO: NJGS
 DP9996_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9996+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9996
 DP9996  HISTORY     - Date     Condition        Report By
 DP9996  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9996
 DP9996                          STATION DESCRIPTION
 DP9996
 DP9996'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9996'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST-SOUTHEAST OF
 DP9996'FREEHOLD, 3.0 MI (4.8 KM) EAST-NORTHEAST OF ADELPHIA AND 2.9 MI (4.7
 DP9996'KM) NORTHWEST OF FARMINGDALE, IN HOWELL TOWNSHIP.
 DP9996'
 DP9996'TO REACH FROM THE INTERSECTION OF BRICKYARD/FAIRFIELD ROAD AND NEW
 DP9996'JERSEY BUSINESS 33, GO 1.1 MI (1.8 KM) EAST ON NEW JERSEY ROUTE 33 TO
 DP9996'THE ENTRANCE ROAD TO THE MONMOUTH COUNTY FIRE ACADEMY (CHIEF JAMES
 DP9996'ERICKSON ROAD).  TURN LEFT AND GO ABOUT 200 FT (61.0 M) NORTH TO THE
 DP9996'STATION ON THE RIGHT, STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST
 DP9996'CORNER  OF A 10 FT (3.0 M) SQUARE CONCRETE BASE FOR A 3-LEGGED
 DP9996'ANTENNA.
 DP9996'
 DP9996'IT IS 30.6 FT (9.3 M) WEST OF THE WALKWAY RAMP TO THE SOUTH ENTRANCE
 DP9996'TO THE FIRE MARSHALL DOOR, 31 FT (9.4 M) EAST OF THE CENTERLINE OF
 DP9996'CHIEF JAMES ERICKSON ROAD, 18.5 FT (5.6 M) SOUTHEAST OF THE SOUTHWEST
 DP9996'CORNER OF THE BUILDING, 4 FT (1.2 M) SOUTHWEST OF A TOWER LEG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5272 ***********************************************************************
 DR5272  DESIGNATION -  13 G 13
 DR5272  PID         -  DR5272
 DR5272  STATE/COUNTY-  NJ/MONMOUTH
 DR5272  COUNTRY     -  US
 DR5272  USGS QUAD   -  KEYPORT (2016)
 DR5272
 DR5272                         *CURRENT SURVEY CONTROL
 DR5272  ______________________________________________________________________
 DR5272* NAD 83(1986) POSITION- 40 26 09.65   (N) 074 08 06.10   (W)   HD_HELD1
 DR5272* NAVD 88 ORTHO HEIGHT -     4.532 (meters)       14.87  (feet) ADJUSTED
 DR5272  ______________________________________________________________________
 DR5272  GEOID HEIGHT    -        -32.348 (meters)                     GEOID18
 DR5272  DYNAMIC HEIGHT  -          4.530 (meters)       14.86  (feet) COMP
 DR5272  MODELED GRAVITY -    980,221.5   (mgal)                       NAVD 88
 DR5272
 DR5272  VERT ORDER      -  FIRST     CLASS II
 DR5272
 DR5272.The horizontal coordinates were determined by differentially corrected
 DR5272.hand held GPS observations or other comparable positioning techniques
 DR5272.and have an estimated accuracy of +/- 3 meters.
 DR5272
 DR5272.The orthometric height was determined by differential leveling and
 DR5272.adjusted by the NATIONAL GEODETIC SURVEY
 DR5272.in July 2020.
 DR5272
 DR5272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5272.GEOID18 height accuracy estimate available here.
 DR5272
 DR5272.Click photographs - Photos may exist for this station.
 DR5272
 DR5272.The dynamic height is computed by dividing the NAVD 88
 DR5272.geopotential number by the normal gravity value computed on the
 DR5272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5272.degrees latitude (g = 980.6199 gals.).
 DR5272
 DR5272.The modeled gravity was interpolated from observed gravity values.
 DR5272
 DR5272;                    North         East    Units  Estimated Accuracy
 DR5272;SPC NJ       -   177,988.0     180,964.2     MT  (+/- 3 meters HH1 GPS) 
 DR5272
 DR5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7336276511(NAD 83)
 DR5272
 DR5272                          SUPERSEDED SURVEY CONTROL
 DR5272
 DR5272.No superseded survey control is available for this station.
 DR5272
 DR5272_MARKER: DD = SURVEY DISK
 DR5272_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5272_SP_SET: ABUTMENT
 DR5272_STAMPING: 13 G 13 2018
 DR5272_MARK LOGO: NJGS
 DR5272_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5272+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2024
 DR5272
 DR5272  HISTORY     - Date     Condition        Report By
 DR5272  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5272  HISTORY     - 20201112 GOOD             NJGS
 DR5272  HISTORY     - 20240122 GOOD             NJGS
 DR5272
 DR5272                          STATION DESCRIPTION
 DR5272
 DR5272'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5272'THE STATION IS ABOUT 8.7 MI (14.0 KM) EAST-SOUTHEAST OF SOUTH AMBOY,
 DR5272'8.4 MI (13.5 KM) SOUTHEAST OF PERTH AMBOY AND 3.4 MI (5.5 KM) EAST OF
 DR5272'KEYPORT, IN HAZLET TOWNSHIP.
 DR5272'
 DR5272'TO REACH FROM MAIN STREET AND NEW JERSEY STATE ROUTE 36, GO 0.2 MI
 DR5272'(0.3 KM) WEST ON NEW JERSEY STATE ROUTE 36 TO THE STATION ON THE
 DR5272'RIGHT.
 DR5272'
 DR5272'THE STATION IS SET IN A DRILL HOLE ON TOP THE SIDEWALK OVER THE
 DR5272'ABUTMENT OF THE NEW JERSEY STATE ROUTE 36 BRIDGE (NUMBER 1315-154
 DR5272'MILEPOST 20.62) SPANNING WAACKAACK CREEK ON THE NORTH SIDE OF NEW
 DR5272'JERSEY STATE ROUTE 36.
 DR5272'
 DR5272'THE STATION IS 67 FT (20.4 M) WEST POLE NUMBER JC910KG, 17 FT (5.2 M)
 DR5272'EAST OF THE CENTER OF THE BRIDGE, 3 FT (0.9 M) NORTH OF THE CURB, 91
 DR5272'FT (27.7 M) EAST OF POLE NUMBER JC823HZ.
 DR5272
 DR5272                          STATION RECOVERY (2020)
 DR5272
 DR5272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DR5272'RECOVERED IN GOOD CONDITION.
 DR5272
 DR5272                          STATION RECOVERY (2024)
 DR5272
 DR5272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (FA)
 DR5272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5342 ***********************************************************************
 DR5342  DESIGNATION -  13 G 14
 DR5342  PID         -  DR5342
 DR5342  STATE/COUNTY-  NJ/MONMOUTH
 DR5342  COUNTRY     -  US
 DR5342  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5342
 DR5342                         *CURRENT SURVEY CONTROL
 DR5342  ______________________________________________________________________
 DR5342* NAD 83(1986) POSITION- 40 22 38.04   (N) 073 58 26.83   (W)   HD_HELD1
 DR5342* NAVD 88 ORTHO HEIGHT -     2.046 (meters)        6.71  (feet) ADJUSTED
 DR5342  ______________________________________________________________________
 DR5342  GEOID HEIGHT    -        -32.633 (meters)                     GEOID18
 DR5342  DYNAMIC HEIGHT  -          2.045 (meters)        6.71  (feet) COMP
 DR5342  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 DR5342
 DR5342  VERT ORDER      -  FIRST     CLASS II
 DR5342
 DR5342.The horizontal coordinates were determined by differentially corrected
 DR5342.hand held GPS observations or other comparable positioning techniques
 DR5342.and have an estimated accuracy of +/- 3 meters.
 DR5342
 DR5342.The orthometric height was determined by differential leveling and
 DR5342.adjusted by the NATIONAL GEODETIC SURVEY
 DR5342.in July 2020.
 DR5342
 DR5342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5342.GEOID18 height accuracy estimate available here.
 DR5342
 DR5342.Click photographs - Photos may exist for this station.
 DR5342
 DR5342.The dynamic height is computed by dividing the NAVD 88
 DR5342.geopotential number by the normal gravity value computed on the
 DR5342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5342.degrees latitude (g = 980.6199 gals.).
 DR5342
 DR5342.The modeled gravity was interpolated from observed gravity values.
 DR5342
 DR5342;                    North         East    Units  Estimated Accuracy
 DR5342;SPC NJ       -   171,530.3     194,654.5     MT  (+/- 3 meters HH1 GPS) 
 DR5342
 DR5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8708570132(NAD 83)
 DR5342
 DR5342                          SUPERSEDED SURVEY CONTROL
 DR5342
 DR5342.No superseded survey control is available for this station.
 DR5342
 DR5342_MARKER: DD = SURVEY DISK
 DR5342_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR5342_SP_SET: BASE OF SEAWALL
 DR5342_STAMPING: 13 G 14 2018
 DR5342_MARK LOGO: NJGS
 DR5342_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5342+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2021
 DR5342
 DR5342  HISTORY     - Date     Condition        Report By
 DR5342  HISTORY     - 20181011 MONUMENTED       NJGS
 DR5342  HISTORY     - 20211013 GOOD             AAAS
 DR5342
 DR5342                          STATION DESCRIPTION
 DR5342
 DR5342'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5342'THE MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5342'11.7 MI (18.8 KM) NORTH OF ASBURY PARK AND 5.8 MI (9.3 KM) NORTH OF
 DR5342'LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5342'
 DR5342'TO REACH FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 36 AND THE
 DR5342'SHREWSBURY RIVER BRIDGE (COUNTY ROUTE 520) GO 0.8 MI (1.3 KM) NORTH ON
 DR5342'NEW JERSEY STATE ROUTE 36 TO THE STATION ON THE RIGHT, SET BETWEEN THE
 DR5342'PUMPING STATION AND THE SEA WALL.
 DR5342'
 DR5342'THE STATION IS SET IN A DRILL HOLE AT THE CONCRETE BASE OF THE
 DR5342'SEAWALL, 21.8 FT (6.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A SEWAGE
 DR5342'PUMPING STATION, 33.5 FT (10.2 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 DR5342'THE PUMPING STATION, 78 FT (23.8 M) EAST OF THE CENTERLINE OF NEW
 DR5342'JERSEY STATE ROUTE 36, 35.5 FT (10.8 M) EAST-NORTHEAST OF A UTILITY
 DR5342'POLE, 7.8 FT (2.4 M) EAST OF THE CENTERLINE OF THE BIKE PATH, 14.7 FT
 DR5342'(4.5 M) NORTH OF A STAIRCASE LEADING TO THE BEACH, LINE IN WITH THE
 DR5342'CENTERLINE OF A STONE DRIVEWAY TO THE PUMPING STATION.
 DR5342
 DR5342                          STATION RECOVERY (2021)
 DR5342
 DR5342'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DR5342'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DR5342'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5339 ***********************************************************************
 DR5339  DESIGNATION -  13 G 15
 DR5339  PID         -  DR5339
 DR5339  STATE/COUNTY-  NJ/MONMOUTH
 DR5339  COUNTRY     -  US
 DR5339  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5339
 DR5339                         *CURRENT SURVEY CONTROL
 DR5339  ______________________________________________________________________
 DR5339* NAD 83(1986) POSITION- 40 20 13.50   (N) 074 01 50.53   (W)   HD_HELD1
 DR5339* NAVD 88 ORTHO HEIGHT -     2.448 (meters)        8.03  (feet) ADJUSTED
 DR5339  ______________________________________________________________________
 DR5339  GEOID HEIGHT    -        -32.601 (meters)                     GEOID18
 DR5339  DYNAMIC HEIGHT  -          2.447 (meters)        8.03  (feet) COMP
 DR5339  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 DR5339
 DR5339  VERT ORDER      -  FIRST     CLASS II
 DR5339
 DR5339.The horizontal coordinates were determined by differentially corrected
 DR5339.hand held GPS observations or other comparable positioning techniques
 DR5339.and have an estimated accuracy of +/- 3 meters.
 DR5339
 DR5339.The orthometric height was determined by differential leveling and
 DR5339.adjusted by the NATIONAL GEODETIC SURVEY
 DR5339.in July 2020.
 DR5339
 DR5339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5339.GEOID18 height accuracy estimate available here.
 DR5339
 DR5339.Click photographs - Photos may exist for this station.
 DR5339
 DR5339.The dynamic height is computed by dividing the NAVD 88
 DR5339.geopotential number by the normal gravity value computed on the
 DR5339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5339.degrees latitude (g = 980.6199 gals.).
 DR5339
 DR5339.The modeled gravity was interpolated from observed gravity values.
 DR5339
 DR5339;                    North         East    Units  Estimated Accuracy
 DR5339;SPC NJ       -   167,045.4     189,873.4     MT  (+/- 3 meters HH1 GPS) 
 DR5339
 DR5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8233165622(NAD 83)
 DR5339
 DR5339                          SUPERSEDED SURVEY CONTROL
 DR5339
 DR5339.No superseded survey control is available for this station.
 DR5339
 DR5339_MARKER: DD = SURVEY DISK
 DR5339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5339_SP_SET: BRIDGE ABUTMENT
 DR5339_STAMPING: 13 G 15 2018
 DR5339_MARK LOGO: NJGS
 DR5339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5339+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5339
 DR5339  HISTORY     - Date     Condition        Report By
 DR5339  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5339
 DR5339                          STATION DESCRIPTION
 DR5339
 DR5339'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5339'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) SOUTHEAST OF KEYPORT, 8.1
 DR5339'MI (13.0 KM) NORTH OF ASBURY PARK AND 3.0 MI (4.8 KM) NORTHWEST OF
 DR5339'LONG BRANCH, IN LITTLE SILVER.
 DR5339'
 DR5339'TO REACH FROM THE POST OFFICE AND MUNICIPAL BUILDING COMPLEX IN LITTLE
 DR5339'SILVER, GO 0.1 MI (0.2 KM) NORTHWEST ON PROSPECT AVENUE.  TURN RIGHT
 DR5339'AND GO 0.45 MI (0.72 KM) NORTHEAST ON RUMSON ROAD (COUNTY ROUTE 520)
 DR5339'TO THE JUNCTION WITH SEVEN BRIDGES ROAD.  TURN RIGHT AND GO 0.6 MI
 DR5339'(1.0 KM) SOUTHEAST ON SEVEN BRIDGE ROAD TO THE STATION ON THE RIGHT.
 DR5339'
 DR5339'THE STATION IS SET IN A DRILL HOLE IN THE CENTER OF THE EXPOSED
 DR5339'ABUTMENT IN THE SIDEWALK AREA OF THE NORTHWEST ABUTMENT OF BRIDGE
 DR5339'NUMBER S27 SPANNING LITTLE SILVER CREEK, 4.3 FT (1.3 M) SOUTHWEST OF
 DR5339'THE SOUTHWEST CURB OF SEVEN BRIDGES ROAD, 19.8 FT (6.0 M) SOUTHWEST OF
 DR5339'THE CENTERLINE OF SEVEN BRIDGES ROAD, 54.9 FT (16.7 M) SOUTH OF THE
 DR5339'ANCHOR FOR THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5373 ***********************************************************************
 DR5373  DESIGNATION -  13 G 16
 DR5373  PID         -  DR5373
 DR5373  STATE/COUNTY-  NJ/MONMOUTH
 DR5373  COUNTRY     -  US
 DR5373  USGS QUAD   -  LONG BRANCH EAST (2019)
 DR5373
 DR5373                         *CURRENT SURVEY CONTROL
 DR5373  ______________________________________________________________________
 DR5373* NAD 83(1986) POSITION- 40 21 47.95   (N) 073 58 21.49   (W)   HD_HELD1
 DR5373* NAVD 88 ORTHO HEIGHT -     5.561 (meters)       18.24  (feet) ADJUSTED
 DR5373  ______________________________________________________________________
 DR5373  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 DR5373  DYNAMIC HEIGHT  -          5.559 (meters)       18.24  (feet) COMP
 DR5373  MODELED GRAVITY -    980,177.4   (mgal)                       NAVD 88
 DR5373
 DR5373  VERT ORDER      -  FIRST     CLASS II
 DR5373
 DR5373.The horizontal coordinates were determined by differentially corrected
 DR5373.hand held GPS observations or other comparable positioning techniques
 DR5373.and have an estimated accuracy of +/- 3 meters.
 DR5373
 DR5373.The orthometric height was determined by differential leveling and
 DR5373.adjusted by the NATIONAL GEODETIC SURVEY
 DR5373.in July 2020.
 DR5373
 DR5373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5373.GEOID18 height accuracy estimate available here.
 DR5373
 DR5373.Click photographs - Photos may exist for this station.
 DR5373
 DR5373.The dynamic height is computed by dividing the NAVD 88
 DR5373.geopotential number by the normal gravity value computed on the
 DR5373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5373.degrees latitude (g = 980.6199 gals.).
 DR5373
 DR5373.The modeled gravity was interpolated from observed gravity values.
 DR5373
 DR5373;                    North         East    Units  Estimated Accuracy
 DR5373;SPC NJ       -   169,986.2     194,789.7     MT  (+/- 3 meters HH1 GPS) 
 DR5373
 DR5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8722968589(NAD 83)
 DR5373
 DR5373                          SUPERSEDED SURVEY CONTROL
 DR5373
 DR5373.No superseded survey control is available for this station.
 DR5373
 DR5373_MARKER: DD = SURVEY DISK
 DR5373_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR5373_SP_SET: SEA WALL
 DR5373_STAMPING: 13 G 16 2018
 DR5373_MARK LOGO: NJGS
 DR5373_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5373+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2025
 DR5373
 DR5373  HISTORY     - Date     Condition        Report By
 DR5373  HISTORY     - 20181024 MONUMENTED       NJGS
 DR5373  HISTORY     - 20211013 GOOD             AAAS
 DR5373  HISTORY     - 20250822 GOOD             NJGS
 DR5373
 DR5373                          STATION DESCRIPTION
 DR5373
 DR5373'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5373'THE MARK IS LOCATED ABOUT 12.9 MI (20.8 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5373'10.1 MI (16.3 KM) NORTH-NORTHEAST OF ASBURY PARK AND 4.2 MI (6.8 KM)
 DR5373'NORTH-NORTHEAST OF LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5373'
 DR5373'TO REACH FROM THE INTERSECTION OF OF RUMSON ROAD (COUNTY ROUTE 520)
 DR5373'AND OCEAN AVENUE (NEW JERSEY STATE ROUTE 36) GO 0.2 MI (0.3 KM) SOUTH
 DR5373'ON NEW JERSEY STATE ROUTE 36 TO THE ENTRANCE ROAD (RIVER STREET)
 DR5373'LEADING TO THE BOROUGH PARKING LOTS.  TURN LEFT AND GO 0.05 MI (0.08
 DR5373'KM) EAST TO THE SEA WALL.  TURN LEFT AND GO 0.05 MI (0.08 KM) NORTH TO
 DR5373'THE CONCRETE VEHICULAR RAMP ON THE RIGHT, GO UP RAMP TO THE TOP OF THE
 DR5373'SEA WALL AND STATION ON THE LEFT.
 DR5373'
 DR5373'THE STATION IS SET IN A DRILL HOLE IN THE SEA WALL AT THE ANGLE POINT
 DR5373'OF A VEHICLE RAMP LEADING FROM THE NORTHEAST CORNER OF A MUNICIPAL
 DR5373'PARKING LOT OVER THE SEA WALL ONTO THE BEACH AREA, 2.5 FT (0.8 M) EAST
 DR5373'OF THE SOUTH END OF AN I-BEAM WOOD FENCE, 8.5 FT (2.6 M) WEST OF THE
 DR5373'NORTH ORTHODOX END OF AN I-BEAM WOOD FENCE, 11 FT (3.4 M) EAST OF THE
 DR5373'CENTERLINE OF THE RAMP, 5 FT (1.5 M) WEST OF THE CENTERLINE OF THE SEA
 DR5373'WALL.
 DR5373
 DR5373                          STATION RECOVERY (2021)
 DR5373
 DR5373'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DR5373'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DR5373'PC.
 DR5373
 DR5373                          STATION RECOVERY (2025)
 DR5373
 DR5373'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MS)
 DR5373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6296 ***********************************************************************
 KV6296  DESIGNATION -  13 G 2
 KV6296  PID         -  KV6296
 KV6296  STATE/COUNTY-  NJ/MONMOUTH
 KV6296  COUNTRY     -  US
 KV6296  USGS QUAD   -  ADELPHIA (2019)
 KV6296
 KV6296                         *CURRENT SURVEY CONTROL
 KV6296  ______________________________________________________________________
 KV6296* NAD 83(2011) POSITION- 40 09 21.63689(N) 074 15 12.47717(W)   ADJUSTED
 KV6296* NAD 83(2011) ELLIP HT-    -1.998 (meters)        (06/27/12)   ADJUSTED
 KV6296* NAD 83(2011) EPOCH   -  2010.00
 KV6296* NAVD 88 ORTHO HEIGHT -    30.564 (meters)      100.28  (feet) ADJUSTED
 KV6296  ______________________________________________________________________
 KV6296  GEOID HEIGHT    -        -32.543 (meters)                     GEOID18
 KV6296  NAD 83(2011) X  -  1,324,766.779 (meters)                     COMP
 KV6296  NAD 83(2011) Y  - -4,698,356.542 (meters)                     COMP
 KV6296  NAD 83(2011) Z  -  4,091,239.123 (meters)                     COMP
 KV6296  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 KV6296  DYNAMIC HEIGHT  -         30.551 (meters)      100.23  (feet) COMP
 KV6296  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 KV6296
 KV6296  VERT ORDER      -  FIRST     CLASS II
 KV6296
 KV6296  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6296  Standards:
 KV6296         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6296            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6296  -------------------------------------------------------------------
 KV6296  NETWORK    0.66   1.14           0.30   0.23   0.58      0.04926024
 KV6296  -------------------------------------------------------------------
 KV6296  Click here for local accuracies and other accuracy information.
 KV6296
 KV6296.The horizontal coordinates were established by GPS observations
 KV6296.and adjusted by the National Geodetic Survey in June 2012.
 KV6296
 KV6296.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6296.been affixed to the stable North American tectonic plate. See 
 KV6296.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6296
 KV6296.The horizontal coordinates are valid at the epoch date displayed above
 KV6296.which is a decimal equivalence of Year/Month/Day.
 KV6296
 KV6296.The orthometric height was determined by differential leveling and
 KV6296.adjusted by the NATIONAL GEODETIC SURVEY
 KV6296.in June 1991.
 KV6296
 KV6296.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6296.GEOID18 height accuracy estimate available here.
 KV6296
 KV6296.Click photographs - Photos may exist for this station.
 KV6296
 KV6296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6296
 KV6296.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6296
 KV6296.The ellipsoidal height was determined by GPS observations
 KV6296.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6296
 KV6296;                    North         East     Units Scale Factor Converg.
 KV6296;SPC NJ       -   146,864.589   171,002.421   MT  0.99990543   +0 09 32.3
 KV6296;SPC NJ       -   481,838.24    561,030.44   sFT  0.99990543   +0 09 32.3
 KV6296;UTM  18      - 4,445,340.178   563,578.976   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6357845340(NAD 83)
 KV6296
 KV6296                          SUPERSEDED SURVEY CONTROL
 KV6296
 KV6296  NAD 83(2007)-  40 09 21.63738(N)    074 15 12.47776(W) AD(2002.00) 0
 KV6296  ELLIP H (02/10/07)   -1.992  (m)                       GP(2002.00)    
 KV6296  ELLIP H (10/23/02)   -1.980  (m)                       GP(       ) 4 1
 KV6296  NAD 83(1996)-  40 09 21.63718(N)    074 15 12.47820(W) AD(       ) 1
 KV6296  ELLIP H (05/14/99)   -1.982  (m)                       GP(       ) 4 1
 KV6296  NAD 83(1986)-  40 09 21.63818(N)    074 15 12.48029(W) AD(       ) 1
 KV6296  NAVD 88              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
 KV6296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6296.See file dsdata.pdf to determine how the superseded data were derived.
 KV6296
 KV6296_MARKER: DD = SURVEY DISK
 KV6296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5258 ***********************************************************************
 DF5258  DESIGNATION -  13 G 3
 DF5258  PID         -  DF5258
 DF5258  STATE/COUNTY-  NJ/MONMOUTH
 DF5258  COUNTRY     -  US
 DF5258  USGS QUAD   -  ROOSEVELT (2019)
 DF5258
 DF5258                         *CURRENT SURVEY CONTROL
 DF5258  ______________________________________________________________________
 DF5258* NAD 83(2011) POSITION- 40 13 16.65825(N) 074 24 06.55752(W)   ADJUSTED
 DF5258* NAD 83(2011) ELLIP HT-    47.508 (meters)        (06/27/12)   ADJUSTED
 DF5258* NAD 83(2011) EPOCH   -  2010.00
 DF5258* NAVD 88 ORTHO HEIGHT -    79.9   (meters)      262.    (feet) GPS OBS
 DF5258  ______________________________________________________________________
 DF5258  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5258  GEOID HEIGHT    -        -32.383 (meters)                     GEOID99
 DF5258  GEOID HEIGHT    -        -32.390 (meters)                     GEOID18
 DF5258  NAD 83(2011) X  -  1,311,349.272 (meters)                     COMP
 DF5258  NAD 83(2011) Y  - -4,697,301.869 (meters)                     COMP
 DF5258  NAD 83(2011) Z  -  4,096,808.765 (meters)                     COMP
 DF5258  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 DF5258
 DF5258  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5258  Standards:
 DF5258         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5258            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5258  -------------------------------------------------------------------
 DF5258  NETWORK    0.73   1.22           0.32   0.27   0.62      0.13200225
 DF5258  -------------------------------------------------------------------
 DF5258  Click here for local accuracies and other accuracy information.
 DF5258
 DF5258.The horizontal coordinates were established by GPS observations
 DF5258.and adjusted by the National Geodetic Survey in June 2012.
 DF5258
 DF5258.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5258.been affixed to the stable North American tectonic plate. See 
 DF5258.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5258
 DF5258.The horizontal coordinates are valid at the epoch date displayed above
 DF5258.which is a decimal equivalence of Year/Month/Day.
 DF5258
 DF5258.The orthometric height was determined by GPS observations and a
 DF5258.high-resolution geoid model.
 DF5258
 DF5258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5258.GEOID18 height accuracy estimate available here.
 DF5258
 DF5258.Click photographs - Photos may exist for this station.
 DF5258
 DF5258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5258
 DF5258.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5258
 DF5258.The ellipsoidal height was determined by GPS observations
 DF5258.and is referenced to NAD 83.
 DF5258
 DF5258. The following values were computed from the NAD 83(2011) position.
 DF5258
 DF5258;                    North         East     Units Scale Factor Converg.
 DF5258;SPC NJ       -   154,088.338   158,355.876   MT  0.99990086   +0 03 48.2
 DF5258;SPC NJ       -   505,538.16    519,539.24   sFT  0.99990086   +0 03 48.2
 DF5258;UTM  18      - 4,452,490.717   550,895.280   MT  0.99963189   +0 23 10.6
 DF5258
 DF5258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5258!SPC NJ       -   0.99999255  x   0.99990086  =   0.99989341
 DF5258!UTM  18      -   0.99999255  x   0.99963189  =   0.99962444
 DF5258
 DF5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5089552490(NAD 83)
 DF5258
 DF5258                          SUPERSEDED SURVEY CONTROL
 DF5258
 DF5258  NAD 83(2007)-  40 13 16.65901(N)    074 24 06.55799(W) AD(2002.00) 0
 DF5258  ELLIP H (02/10/07)   47.522  (m)                       GP(2002.00)    
 DF5258  NAD 83(1996)-  40 13 16.65894(N)    074 24 06.55836(W) AD(       ) 1
 DF5258  ELLIP H (04/17/03)   47.541  (m)                       GP(       ) 3 1
 DF5258
 DF5258.Superseded values are not recommended for survey control.
 DF5258
 DF5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5258.See file dsdata.pdf to determine how the superseded data were derived.
 DF5258
 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, JUST NORTH OF THE CROSSROADS INTERSECTION WITH
 DF5258'SWEETMAN LANE IN SAINT JOSEPH.
 DF5258'
 DF5258'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 537 AND 524 IN
 DF5258'CHARLESTON SPRINGS, GO 1.9 MI SOUTHWEST ON COUNTY ROAD 524 TO THE
 DF5258'CROSSROADS INTERSECTION WITH STILLHOUSE ROAD.  TURN RIGHT AND GO 1.45
 DF5258'MI NORTH ON STILLHOUSE ROAD TO THE JUNCTION WITH SWEETMAN LANE AND THE
 DF5258'STATION, IN A GRAVEL PARKING AREA ON THE LEFT, JUST NORTHWEST OF THE
 DF5258'INTERSECTION AND OPPOSITE A CEMETERY BEHIND SAINT 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 SOUTHWEST FROM WOOD UTILITY POLE NUMBER JC 838 ME, 24.1 M
 DF5258'WEST SOUTHWEST FROM THE CENTER OF A GRANITE MARKER FOR MICHALCUK,
 DF5258'LOCATED IN THE CEMETERY ACROSS THE ROAD FROM THE STATION, 38.4 M WEST
 DF5258'NORTHWEST FROM THE NORTHWEST CORNER OF THE WEST EXTENSION OF THE
 DF5258'CHURCH BUILDING, AND 29.4 M NORTH FROM THE CENTERLINE OF SWEETMAN
 DF5258'LANE.  IT IS SET FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6965 ***********************************************************************
 KV6965  DESIGNATION -  13 G 4
 KV6965  PID         -  KV6965
 KV6965  STATE/COUNTY-  NJ/MONMOUTH
 KV6965  COUNTRY     -  US
 KV6965  USGS QUAD   -  ADELPHIA (2019)
 KV6965
 KV6965                         *CURRENT SURVEY CONTROL
 KV6965  ______________________________________________________________________
 KV6965* NAD 83(2011) POSITION- 40 14 40.31596(N) 074 16 19.59275(W)   ADJUSTED
 KV6965* NAD 83(2011) ELLIP HT-    13.871 (meters)        (06/27/12)   ADJUSTED
 KV6965* NAD 83(2011) EPOCH   -  2010.00
 KV6965* NAVD 88 ORTHO HEIGHT -    46.3   (meters)      152.    (feet) GPS OBS
 KV6965  ______________________________________________________________________
 KV6965  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6965  GEOID HEIGHT    -        -32.670 (meters)                     GEOID93
 KV6965  GEOID HEIGHT    -        -32.363 (meters)                     GEOID18
 KV6965  NAD 83(2011) X  -  1,321,521.428 (meters)                     COMP
 KV6965  NAD 83(2011) Y  - -4,692,692.090 (meters)                     COMP
 KV6965  NAD 83(2011) Z  -  4,098,756.956 (meters)                     COMP
 KV6965  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 KV6965
 KV6965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6965  Standards:
 KV6965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6965  -------------------------------------------------------------------
 KV6965  NETWORK    0.37   0.53           0.14   0.16   0.27     -0.00559369
 KV6965  -------------------------------------------------------------------
 KV6965  Click here for local accuracies and other accuracy information.
 KV6965
 KV6965.The horizontal coordinates were established by GPS observations
 KV6965.and adjusted by the National Geodetic Survey in June 2012.
 KV6965
 KV6965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6965.been affixed to the stable North American tectonic plate. See 
 KV6965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6965
 KV6965.The horizontal coordinates are valid at the epoch date displayed above
 KV6965.which is a decimal equivalence of Year/Month/Day.
 KV6965
 KV6965.The orthometric height was determined by GPS observations and a
 KV6965.high-resolution geoid model.
 KV6965
 KV6965.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6965.GEOID18 height accuracy estimate available here.
 KV6965
 KV6965.Click photographs - Photos may exist for this station.
 KV6965
 KV6965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6965
 KV6965.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6965
 KV6965.The ellipsoidal height was determined by GPS observations
 KV6965.and is referenced to NAD 83.
 KV6965
 KV6965. The following values were computed from the NAD 83(2011) position.
 KV6965
 KV6965;                    North         East     Units Scale Factor Converg.
 KV6965;SPC NJ       -   156,688.723   169,388.958   MT  0.99990463   +0 08 50.0
 KV6965;SPC NJ       -   514,069.59    555,736.94   sFT  0.99990463   +0 08 50.0
 KV6965;UTM  18      - 4,455,152.550   561,910.628   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6191055152(NAD 83)
 KV6965
 KV6965                          SUPERSEDED SURVEY CONTROL
 KV6965
 KV6965  NAD 83(2007)-  40 14 40.31641(N)    074 16 19.59322(W) AD(2002.00) 0
 KV6965  ELLIP H (02/10/07)   13.878  (m)                       GP(2002.00)    
 KV6965  ELLIP H (10/23/02)   13.886  (m)                       GP(       ) 4 1
 KV6965  NAD 83(1996)-  40 14 40.31630(N)    074 16 19.59365(W) AD(       ) 1
 KV6965  ELLIP H (05/14/99)   13.882  (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
 KV6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6965.See file dsdata.pdf to determine how the superseded data were derived.
 KV6965
 KV6965_MARKER: DD = SURVEY DISK
 KV6965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20061108 MARK NOT FOUND   NJGS
 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.
 KV6965
 KV6965                          STATION RECOVERY (2006)
 KV6965
 KV6965'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (EJO)
 KV6965'THIS MONUMENT IS CONSIDERED DESTROYED BECAUSE OF NEW CONSTRUCTION AT
 KV6965'THE MONUMENT SITE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7140 ***********************************************************************
 KV7140  DESIGNATION -  13 G 5
 KV7140  PID         -  KV7140
 KV7140  STATE/COUNTY-  NJ/MONMOUTH
 KV7140  COUNTRY     -  US
 KV7140  USGS QUAD   -  MARLBORO (2016)
 KV7140
 KV7140                         *CURRENT SURVEY CONTROL
 KV7140  ______________________________________________________________________
 KV7140* NAD 83(2011) POSITION- 40 16 42.07084(N) 074 13 26.61014(W)   ADJUSTED
 KV7140* NAD 83(2011) ELLIP HT-     2.139 (meters)        (06/27/12)   ADJUSTED
 KV7140* NAD 83(2011) EPOCH   -  2010.00
 KV7140* NAVD 88 ORTHO HEIGHT -    34.5   (meters)      113.    (feet) GPS OBS
 KV7140  ______________________________________________________________________
 KV7140  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7140  GEOID HEIGHT    -        -32.660 (meters)                     GEOID93
 KV7140  GEOID HEIGHT    -        -32.359 (meters)                     GEOID18
 KV7140  NAD 83(2011) X  -  1,324,794.164 (meters)                     COMP
 KV7140  NAD 83(2011) Y  - -4,689,237.900 (meters)                     COMP
 KV7140  NAD 83(2011) Z  -  4,101,615.174 (meters)                     COMP
 KV7140  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 KV7140
 KV7140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7140  Standards:
 KV7140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7140  -------------------------------------------------------------------
 KV7140  NETWORK    0.49   0.80           0.21   0.19   0.41      0.22867326
 KV7140  -------------------------------------------------------------------
 KV7140  Click here for local accuracies and other accuracy information.
 KV7140
 KV7140.The horizontal coordinates were established by GPS observations
 KV7140.and adjusted by the National Geodetic Survey in June 2012.
 KV7140
 KV7140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7140.been affixed to the stable North American tectonic plate. See 
 KV7140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7140
 KV7140.The horizontal coordinates are valid at the epoch date displayed above
 KV7140.which is a decimal equivalence of Year/Month/Day.
 KV7140
 KV7140.The orthometric height was determined by GPS observations and a
 KV7140.high-resolution geoid model.
 KV7140
 KV7140.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7140.GEOID18 height accuracy estimate available here.
 KV7140
 KV7140.Click photographs - Photos may exist for this station.
 KV7140
 KV7140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7140
 KV7140.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7140
 KV7140.The ellipsoidal height was determined by GPS observations
 KV7140.and is referenced to NAD 83.
 KV7140
 KV7140. The following values were computed from the NAD 83(2011) position.
 KV7140
 KV7140;                    North         East     Units Scale Factor Converg.
 KV7140;SPC NJ       -   160,455.418   173,465.430   MT  0.99990678   +0 10 42.2
 KV7140;SPC NJ       -   526,427.48    569,111.16   sFT  0.99990678   +0 10 42.2
 KV7140;UTM  18      - 4,458,941.208   565,964.756   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6596458941(NAD 83)
 KV7140
 KV7140                          SUPERSEDED SURVEY CONTROL
 KV7140
 KV7140  NAD 83(2007)-  40 16 42.07124(N)    074 13 26.61064(W) AD(2002.00) 0
 KV7140  ELLIP H (02/10/07)    2.149  (m)                       GP(2002.00)    
 KV7140  ELLIP H (10/23/02)    2.158  (m)                       GP(       ) 4 1
 KV7140  NAD 83(1996)-  40 16 42.07123(N)    074 13 26.61089(W) AD(       ) 1
 KV7140  ELLIP H (05/14/99)    2.151  (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)    2.101  (m)                       GP(       ) 3 1
 KV7140
 KV7140.Superseded values are not recommended for survey control.
 KV7140
 KV7140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7140.See file dsdata.pdf to determine how the superseded data were derived.
 KV7140
 KV7140_MARKER: DD = SURVEY DISK
 KV7140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7140_STAMPING: 13 G 5 1993
 KV7140_MARK LOGO: NJGS
 KV7140_PROJECTION: FLUSH
 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 - May 04, 2021
 KV7140
 KV7140  HISTORY     - Date     Condition        Report By
 KV7140  HISTORY     - 1993     MONUMENTED       NJGS
 KV7140  HISTORY     - 20011015 GOOD             NJGS
 KV7140  HISTORY     - 20210504 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.
 KV7140
 KV7140                          STATION RECOVERY (2021)
 KV7140
 KV7140'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV7140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6563 ***********************************************************************
 DK6563  DESIGNATION -  13 G 6
 DK6563  PID         -  DK6563
 DK6563  STATE/COUNTY-  NJ/MONMOUTH
 DK6563  COUNTRY     -  US
 DK6563  USGS QUAD   -  FARMINGDALE (2016)
 DK6563
 DK6563                         *CURRENT SURVEY CONTROL
 DK6563  ______________________________________________________________________
 DK6563* NAD 83(1986) POSITION- 40 14 53.06   (N) 074 14 39.92   (W)   HD_HELD1
 DK6563* NAVD 88 ORTHO HEIGHT -    40.766 (meters)      133.75  (feet) ADJUSTED
 DK6563  ______________________________________________________________________
 DK6563  GEOID HEIGHT    -        -32.376 (meters)                     GEOID18
 DK6563  DYNAMIC HEIGHT  -         40.749 (meters)      133.69  (feet) COMP
 DK6563  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 DK6563
 DK6563  VERT ORDER      -  SECOND    CLASS II
 DK6563
 DK6563.The horizontal coordinates were determined by differentially corrected
 DK6563.hand held GPS observations or other comparable positioning techniques
 DK6563.and have an estimated accuracy of +/- 3 meters.
 DK6563
 DK6563.The orthometric height was determined by differential leveling and
 DK6563.adjusted by the NATIONAL GEODETIC SURVEY
 DK6563.in May 2011.
 DK6563
 DK6563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6563.GEOID18 height accuracy estimate available here.
 DK6563
 DK6563.Click photographs - Photos may exist for this station.
 DK6563
 DK6563.The dynamic height is computed by dividing the NAVD 88
 DK6563.geopotential number by the normal gravity value computed on the
 DK6563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6563.degrees latitude (g = 980.6199 gals.).
 DK6563
 DK6563.The modeled gravity was interpolated from observed gravity values.
 DK6563
 DK6563;                    North         East    Units  Estimated Accuracy
 DK6563;SPC NJ       -   157,088.2     171,743.4     MT  (+/- 3 meters HH1 GPS) 
 DK6563
 DK6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6426255565(NAD 83)
 DK6563
 DK6563                          SUPERSEDED SURVEY CONTROL
 DK6563
 DK6563.No superseded survey control is available for this station.
 DK6563
 DK6563_MARKER: DD = SURVEY DISK
 DK6563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6563_STAMPING: 13 G 6 2006
 DK6563_MARK LOGO: NJDT
 DK6563_PROJECTION: RECESSED 5 CENTIMETERS
 DK6563_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6563+STABILITY: SURFACE MOTION
 DK6563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6563+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DK6563
 DK6563  HISTORY     - Date     Condition        Report By
 DK6563  HISTORY     - 2006     MONUMENTED       NJDT
 DK6563  HISTORY     - 20061102 GOOD             NJGS
 DK6563  HISTORY     - 20140411 GOOD             NJGS
 DK6563  HISTORY     - 20220818 GOOD             NJGS
 DK6563
 DK6563                          STATION DESCRIPTION
 DK6563
 DK6563'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6563'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, ON THE SOUTH SIDE OF NJ
 DK6563'ROUTE 33 BUSINESS, ACROSS THE ROAD FROM SEVERAL STORES, JUST EAST OF
 DK6563'KOZLOWSKI ROAD OVERPASS.
 DK6563'
 DK6563'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK
 DK6563'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO
 DK6563'ABOUT 1.6 MI (2.57 KM) EAST ON ROUTE 33 BUSINESS TO THE STATION ON THE
 DK6563'RIGHT.
 DK6563'
 DK6563'THE STATION IS 43.0 FT (13.1 M) SOUTHEAST OF A POLE WITH NO NUMBER,
 DK6563'76.8 FT (23.4 M) SOUTHEAST OF A LIGHT POLE, 14.1 FT (4.3 M) SOUTHWEST
 DK6563'OF THE SOUTHWEST EDGE OF PAVING OF ROUTE 33, 75.4 FT (23.0 M) EAST OF
 DK6563'POLE NUMBER JC2253 47088 HL 47483 JER.
 DK6563
 DK6563                          STATION RECOVERY (2014)
 DK6563
 DK6563'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DK6563'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH FROM MARLBORO, 2.2
 DK6563'MI (3.5 KM) NORTH-NORTHEAST FROM ADELPHIA AND 1.8 MI (2.9 KM)
 DK6563'EAST-SOUTHEAST FROM FREEHOLD.
 DK6563'
 DK6563'THE STATION WAS RECOVERED AS DESCRIBED.
 DK6563'
 DK6563'THE STATION IS ALSO KNOWN AS STATE ROUTE 33 BUSINESS BASELINE STATION
 DK6563'137+51.09.
 DK6563
 DK6563                          STATION RECOVERY (2022)
 DK6563
 DK6563'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7163 ***********************************************************************
 DM7163  DESIGNATION -  13 G 7
 DM7163  PID         -  DM7163
 DM7163  STATE/COUNTY-  NJ/MONMOUTH
 DM7163  COUNTRY     -  US
 DM7163  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM7163
 DM7163                         *CURRENT SURVEY CONTROL
 DM7163  ______________________________________________________________________
 DM7163* NAD 83(1986) POSITION- 40 15 22.40   (N) 074 00 00.62   (W)   HD_HELD1
 DM7163* NAVD 88 ORTHO HEIGHT -     5.370 (meters)       17.62  (feet) ADJUSTED
 DM7163  ______________________________________________________________________
 DM7163  GEOID HEIGHT    -        -32.782 (meters)                     GEOID18
 DM7163  DYNAMIC HEIGHT  -          5.368 (meters)       17.61  (feet) COMP
 DM7163  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 DM7163
 DM7163  VERT ORDER      -  FIRST     CLASS II
 DM7163
 DM7163.The horizontal coordinates were determined by differentially corrected
 DM7163.hand held GPS observations or other comparable positioning techniques
 DM7163.and have an estimated accuracy of +/- 3 meters.
 DM7163
 DM7163.The orthometric height was determined by differential leveling and
 DM7163.adjusted by the NATIONAL GEODETIC SURVEY
 DM7163.in May 2011.
 DM7163
 DM7163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7163.GEOID18 height accuracy estimate available here.
 DM7163
 DM7163.Click photographs - Photos may exist for this station.
 DM7163
 DM7163.The dynamic height is computed by dividing the NAVD 88
 DM7163.geopotential number by the normal gravity value computed on the
 DM7163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7163.degrees latitude (g = 980.6199 gals.).
 DM7163
 DM7163.The modeled gravity was interpolated from observed gravity values.
 DM7163
 DM7163;                    North         East    Units  Estimated Accuracy
 DM7163;SPC NJ       -   158,081.6     192,518.1     MT  (+/- 3 meters HH1 GPS) 
 DM7163
 DM7163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8502556675(NAD 83)
 DM7163
 DM7163                          SUPERSEDED SURVEY CONTROL
 DM7163
 DM7163.No superseded survey control is available for this station.
 DM7163
 DM7163_MARKER: DD = SURVEY DISK
 DM7163_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7163_SP_SET: PARAPET BASE
 DM7163_STAMPING: 13 G 7 2008
 DM7163_MARK LOGO: NJGS
 DM7163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7163+STABILITY: SURFACE MOTION
 DM7163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7163+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 DM7163
 DM7163  HISTORY     - Date     Condition        Report By
 DM7163  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7163  HISTORY     - 20180723 GOOD             NJGS
 DM7163
 DM7163                          STATION DESCRIPTION
 DM7163
 DM7163'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7163'THE STATION IS LOCATED IN THE BOROUGH OF DEAL, SET IN A DRILL HOLE IN
 DM7163'THE SOUTHEAST CORNER OF THE EAST PARAPET BASE FOR A CULVERT (NUMBER
 DM7163'1321157, MILEPOST 11.20) SPANNING POPULAR BROOK.
 DM7163'
 DM7163'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE AND POPULAR
 DM7163'AVENUE, GO 0.4 MI (0.6 KM) WEST ON POPULAR AVENUE TO THE NORTH BOUND
 DM7163'LANES OF NORWOOD AVENUE (STATE ROUTE 71), TURN RIGHT AND GO ABOUT 70
 DM7163'FT (21.3 M) NORTH TO THE STATION ON THE RIGHT.
 DM7163'
 DM7163'THE STATION IS 69.0 FT (21.0 M) NORTH OF THE CENTERLINE OF POPULAR
 DM7163'AVENUE, 25.5 FT (7.8 M) SOUTH OF THE CENTER OF THE CULVERT, 6.5 FT
 DM7163'(2.0 M) EAST OF THE EAST CURB OF THE NORTH BOUND LANES OF ROUTE 71,
 DM7163'44.5 FT (13.6 M) NORTH OF THE NORTHWEST CORNER OF THE FENCE TO NUMBER
 DM7163'83 POPULAR AVENUE.
 DM7163
 DM7163                          STATION RECOVERY (2018)
 DM7163
 DM7163'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM7163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7203 ***********************************************************************
 DM7203  DESIGNATION -  13 G 8
 DM7203  PID         -  DM7203
 DM7203  STATE/COUNTY-  NJ/MONMOUTH
 DM7203  COUNTRY     -  US
 DM7203  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7203
 DM7203                         *CURRENT SURVEY CONTROL
 DM7203  ______________________________________________________________________
 DM7203* NAD 83(1986) POSITION- 40 18 28.35   (N) 074 02 15.84   (W)   HD_HELD1
 DM7203* NAVD 88 ORTHO HEIGHT -     5.203 (meters)       17.07  (feet) ADJUSTED
 DM7203  ______________________________________________________________________
 DM7203  GEOID HEIGHT    -        -32.632 (meters)                     GEOID18
 DM7203  DYNAMIC HEIGHT  -          5.201 (meters)       17.06  (feet) COMP
 DM7203  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 DM7203
 DM7203  VERT ORDER      -  FIRST     CLASS II
 DM7203
 DM7203.The horizontal coordinates were determined by differentially corrected
 DM7203.hand held GPS observations or other comparable positioning techniques
 DM7203.and have an estimated accuracy of +/- 3 meters.
 DM7203
 DM7203.The orthometric height was determined by differential leveling and
 DM7203.adjusted by the NATIONAL GEODETIC SURVEY
 DM7203.in July 2020.
 DM7203
 DM7203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7203.GEOID18 height accuracy estimate available here.
 DM7203
 DM7203.Click photographs - Photos may exist for this station.
 DM7203
 DM7203.The dynamic height is computed by dividing the NAVD 88
 DM7203.geopotential number by the normal gravity value computed on the
 DM7203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7203.degrees latitude (g = 980.6199 gals.).
 DM7203
 DM7203.The modeled gravity was interpolated from observed gravity values.
 DM7203
 DM7203;                    North         East    Units  Estimated Accuracy
 DM7203;SPC NJ       -   163,799.2     189,293.0     MT  (+/- 3 meters HH1 GPS) 
 DM7203
 DM7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8176962373(NAD 83)
 DM7203
 DM7203                          SUPERSEDED SURVEY CONTROL
 DM7203
 DM7203  NAVD 88 (05/25/11)    5.204  (m)           17.07   (f) SUPERSEDED  1 2
 DM7203
 DM7203.Superseded values are not recommended for survey control.
 DM7203
 DM7203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7203.See file dsdata.pdf to determine how the superseded data were derived.
 DM7203
 DM7203_MARKER: DD = SURVEY DISK
 DM7203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7203_SP_SET: CULVERT
 DM7203_STAMPING: 13 G 8 2008
 DM7203_MARK LOGO: NJGS
 DM7203_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7203+STABILITY: SURFACE MOTION
 DM7203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7203+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DM7203
 DM7203  HISTORY     - Date     Condition        Report By
 DM7203  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7203  HISTORY     - 20181218 GOOD             NJGS
 DM7203
 DM7203                          STATION DESCRIPTION
 DM7203
 DM7203'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7203'THE STATION IS LOCATED IN THE CITY OF OCEANPORT, SET IN A DRILL HOLE
 DM7203'BEHIND THE GUIDERAIL IN THE NORTHWEST ANGLE POINT OF A CONCRETE
 DM7203'CULVERT ON THE SOUTHEAST SIDE OF MAIN STREET, NORTHEAST OF BROOKVIEW
 DM7203'DRIVE.
 DM7203'
 DM7203'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 36 AND
 DM7203'WYCKOFF ROAD (COUNTY ROUTE 547), GO 1.2 MI (1.9 KM) NORTHEAST ON
 DM7203'WYCKOFF ROAD TO THE JUNCTION WITH BROAD STREET (NJ STATE ROUTE
 DM7203'71/COUNTY ROUTE 537).  TURN RIGHT AND GO 0.05 MI (0.1 KM) EAST TO THE
 DM7203'JUNCTION WITH MAIN STREET.  TURN LEFT AND GO 0.3 MI (0.5 KM) NORTHEAST
 DM7203'ON MAIN STREET TO THE STATION ON THE RIGHT.
 DM7203'
 DM7203'THE STATION IS 44.7 FT (13.6 M) NORTHEAST OF THE CENTERLINE OF
 DM7203'BROOKVIEW DRIVE, 134.0 FT (40.8 M) SOUTHWEST OF THE CENTERLINE OF
 DM7203'MONMOUTH PARK PLACE, 24.0 FT (7.3 M) SOUTHEAST OF THE CENTERLINE OF
 DM7203'MAIN STREET, 33.3 FT (10.1 M) SOUTHWEST OF POLE NUMBER BT75020.
 DM7203
 DM7203                          STATION RECOVERY (2018)
 DM7203
 DM7203'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM7203'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7997 ***********************************************************************
 DP7997  DESIGNATION -  13 G 9
 DP7997  PID         -  DP7997
 DP7997  STATE/COUNTY-  NJ/MONMOUTH
 DP7997  COUNTRY     -  US
 DP7997  USGS QUAD   -  ASBURY PARK (2019)
 DP7997
 DP7997                         *CURRENT SURVEY CONTROL
 DP7997  ______________________________________________________________________
 DP7997* NAD 83(1986) POSITION- 40 10 09.81   (N) 074 02 00.40   (W)   HD_HELD1
 DP7997* NAVD 88 ORTHO HEIGHT -     7.086 (meters)       23.25  (feet) ADJUSTED
 DP7997  ______________________________________________________________________
 DP7997  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 DP7997  DYNAMIC HEIGHT  -          7.083 (meters)       23.24  (feet) COMP
 DP7997  MODELED GRAVITY -    980,165.0   (mgal)                       NAVD 88
 DP7997
 DP7997  VERT ORDER      -  FIRST     CLASS II
 DP7997
 DP7997.The horizontal coordinates were determined by differentially corrected
 DP7997.hand held GPS observations or other comparable positioning techniques
 DP7997.and have an estimated accuracy of +/- 3 meters.
 DP7997
 DP7997.The orthometric height was determined by differential leveling and
 DP7997.adjusted by the NATIONAL GEODETIC SURVEY
 DP7997.in September 2015.
 DP7997
 DP7997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7997.GEOID18 height accuracy estimate available here.
 DP7997
 DP7997.Click photographs - Photos may exist for this station.
 DP7997
 DP7997.The dynamic height is computed by dividing the NAVD 88
 DP7997.geopotential number by the normal gravity value computed on the
 DP7997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7997.degrees latitude (g = 980.6199 gals.).
 DP7997
 DP7997.The modeled gravity was interpolated from observed gravity values.
 DP7997
 DP7997;                    North         East    Units  Estimated Accuracy
 DP7997;SPC NJ       -   148,425.5     189,738.5     MT  (+/- 3 meters HH1 GPS) 
 DP7997
 DP7997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8230147006(NAD 83)
 DP7997
 DP7997                          SUPERSEDED SURVEY CONTROL
 DP7997
 DP7997.No superseded survey control is available for this station.
 DP7997
 DP7997_MARKER: DD = SURVEY DISK
 DP7997_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7997+WITH SETTING: PAVEMENT
 DP7997_SP_SET: ELECTRICAL BOX FOUNDATION
 DP7997_STAMPING: 13 G 9 2012
 DP7997_MARK LOGO: NJGS
 DP7997_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7997+STABILITY: SURFACE MOTION
 DP7997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7997+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP7997
 DP7997  HISTORY     - Date     Condition        Report By
 DP7997  HISTORY     - 20120523 MONUMENTED       NJGS
 DP7997
 DP7997                          STATION DESCRIPTION
 DP7997
 DP7997'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7997'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHEAST OF POINT
 DP7997'PLEASANT, 5.5 MI (8.8 KM) NORTH OF POINT PLEASANT BEACH AND 3.7 MI
 DP7997'(6.0 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
 DP7997'
 DP7997'THE STATION IS LOCATED IN WALL TOWNSHIP IN THE LOCAL COMMUNITY OF WEST
 DP7997'BELMAR.
 DP7997'
 DP7997'THE STATION IS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF STATE
 DP7997'HIGHWAY 71 AND 18TH AVENUE (COUNTY ROAD 30), SET FLUSH IN A DRILL HOLE
 DP7997'AT THE SOUTHEAST CORNER OF A NEW JERSEY DEPARTMENT OF TRANSPORTATION
 DP7997'RECTANGULAR CONCRETE ELECTRICAL UTILITY BOX.
 DP7997'
 DP7997'THE STATION IS 21.0 FT (6.4 M) SOUTH FROM THE CENTERLINE OF 18TH
 DP7997'AVENUE, 34.0 FT (10.4 M) WEST FROM THE CENTERLINE OF STATE HIGHWAY 71,
 DP7997'2.5 FT (0.8 M) WEST FROM A TRAFFIC SIGNAL POLE, 37.0 FT (11.3 M) EAST
 DP7997'FROM WOOD UTILITY POLE NUMBER 55051 WATER AND 12.5 FT (3.8 M)
 DP7997'NORTHWEST FROM A DOUBLE GRATE STORM DRAIN INLET ON THE WEST CURB OF
 DP7997'STATE HIGHWAY 71.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6227 ***********************************************************************
 KV6227  DESIGNATION -  13 H 1
 KV6227  PID         -  KV6227
 KV6227  STATE/COUNTY-  NJ/MONMOUTH
 KV6227  COUNTRY     -  US
 KV6227  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6227
 KV6227                         *CURRENT SURVEY CONTROL
 KV6227  ______________________________________________________________________
 KV6227* NAD 83(2011) POSITION- 40 22 02.61966(N) 074 05 04.00079(W)   ADJUSTED
 KV6227* NAD 83(2011) ELLIP HT-    -8.018 (meters)        (06/27/12)   ADJUSTED
 KV6227* NAD 83(2011) EPOCH   -  2010.00
 KV6227* NAVD 88 ORTHO HEIGHT -    24.4   (meters)       80.    (feet) GPS OBS
 KV6227  ______________________________________________________________________
 KV6227  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6227  GEOID HEIGHT    -        -32.730 (meters)                     GEOID93
 KV6227  GEOID HEIGHT    -        -32.451 (meters)                     GEOID18
 KV6227  NAD 83(2011) X  -  1,334,459.999 (meters)                     COMP
 KV6227  NAD 83(2011) Y  - -4,679,835.675 (meters)                     COMP
 KV6227  NAD 83(2011) Z  -  4,109,146.718 (meters)                     COMP
 KV6227  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 KV6227
 KV6227  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6227  Standards:
 KV6227         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6227            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6227  -------------------------------------------------------------------
 KV6227  NETWORK    0.49   0.76           0.22   0.17   0.39      0.07271008
 KV6227  -------------------------------------------------------------------
 KV6227  Click here for local accuracies and other accuracy information.
 KV6227
 KV6227.The horizontal coordinates were established by GPS observations
 KV6227.and adjusted by the National Geodetic Survey in June 2012.
 KV6227
 KV6227.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6227.been affixed to the stable North American tectonic plate. See 
 KV6227.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6227
 KV6227.The horizontal coordinates are valid at the epoch date displayed above
 KV6227.which is a decimal equivalence of Year/Month/Day.
 KV6227
 KV6227.The orthometric height was determined by GPS observations and a
 KV6227.high-resolution geoid model.
 KV6227
 KV6227.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6227.GEOID18 height accuracy estimate available here.
 KV6227
 KV6227.Click photographs - Photos may exist for this station.
 KV6227
 KV6227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6227
 KV6227.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6227
 KV6227.The ellipsoidal height was determined by GPS observations
 KV6227.and is referenced to NAD 83.
 KV6227
 KV6227. The following values were computed from the NAD 83(2011) position.
 KV6227
 KV6227;                    North         East     Units Scale Factor Converg.
 KV6227;SPC NJ       -   170,388.016   185,291.483   MT  0.99991533   +0 16 08.9
 KV6227;SPC NJ       -   559,014.68    607,910.47   sFT  0.99991533   +0 16 08.9
 KV6227;UTM  18      - 4,468,937.963   577,731.619   MT  0.99967438   +0 35 34.9
 KV6227
 KV6227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6227!SPC NJ       -   1.00000126  x   0.99991533  =   0.99991659
 KV6227!UTM  18      -   1.00000126  x   0.99967438  =   0.99967564
 KV6227
 KV6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7773168937(NAD 83)
 KV6227
 KV6227                          SUPERSEDED SURVEY CONTROL
 KV6227
 KV6227  NAD 83(2007)-  40 22 02.62007(N)    074 05 04.00125(W) AD(2002.00) 0
 KV6227  ELLIP H (02/10/07)   -8.004  (m)                       GP(2002.00)    
 KV6227  ELLIP H (10/23/02)   -7.990  (m)                       GP(       ) 4 1
 KV6227  NAD 83(1996)-  40 22 02.62009(N)    074 05 04.00148(W) AD(       ) 1
 KV6227  ELLIP H (05/14/99)   -8.002  (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)   -8.062  (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)  RAPSU86  model used  GPS OBS        
 KV6227
 KV6227.Superseded values are not recommended for survey control.
 KV6227
 KV6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6227.See file dsdata.pdf to determine how the superseded data were derived.
 KV6227
 KV6227_MARKER: DD = SURVEY DISK
 KV6227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DP7905 ***********************************************************************
 DP7905  DESIGNATION -  13 H 10
 DP7905  PID         -  DP7905
 DP7905  STATE/COUNTY-  NJ/MONMOUTH
 DP7905  COUNTRY     -  US
 DP7905  USGS QUAD   -  POINT PLEASANT (2019)
 DP7905
 DP7905                         *CURRENT SURVEY CONTROL
 DP7905  ______________________________________________________________________
 DP7905* NAD 83(1986) POSITION- 40 07 05.24   (N) 074 02 34.27   (W)   HD_HELD1
 DP7905* NAVD 88 ORTHO HEIGHT -     2.446 (meters)        8.02  (feet) ADJUSTED
 DP7905  ______________________________________________________________________
 DP7905  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 DP7905  DYNAMIC HEIGHT  -          2.445 (meters)        8.02  (feet) COMP
 DP7905  MODELED GRAVITY -    980,156.8   (mgal)                       NAVD 88
 DP7905
 DP7905  VERT ORDER      -  FIRST     CLASS II
 DP7905
 DP7905.The horizontal coordinates were determined by differentially corrected
 DP7905.hand held GPS observations or other comparable positioning techniques
 DP7905.and have an estimated accuracy of +/- 3 meters.
 DP7905
 DP7905.The orthometric height was determined by differential leveling and
 DP7905.adjusted by the NATIONAL GEODETIC SURVEY
 DP7905.in September 2015.
 DP7905
 DP7905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7905.GEOID18 height accuracy estimate available here.
 DP7905
 DP7905.Click photographs - Photos may exist for this station.
 DP7905
 DP7905.The dynamic height is computed by dividing the NAVD 88
 DP7905.geopotential number by the normal gravity value computed on the
 DP7905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7905.degrees latitude (g = 980.6199 gals.).
 DP7905
 DP7905.The modeled gravity was interpolated from observed gravity values.
 DP7905
 DP7905;                    North         East    Units  Estimated Accuracy
 DP7905;SPC NJ       -   142,729.1     188,966.4     MT  (+/- 3 meters HH1 GPS) 
 DP7905
 DP7905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8156141306(NAD 83)
 DP7905
 DP7905                          SUPERSEDED SURVEY CONTROL
 DP7905
 DP7905.No superseded survey control is available for this station.
 DP7905
 DP7905_MARKER: DD = SURVEY DISK
 DP7905_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7905_SP_SET: CURB
 DP7905_STAMPING: 13 H 10 2013
 DP7905_MARK LOGO: NJGS
 DP7905_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7905+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DP7905
 DP7905  HISTORY     - Date     Condition        Report By
 DP7905  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7905
 DP7905                          STATION DESCRIPTION
 DP7905
 DP7905'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7905'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7905'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7905'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7905'
 DP7905'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CURBLINE OF EAST
 DP7905'MAIN STREET AT THE SOUTHWEST JUNCTION WITH SOUTH MCCELLAN AVENUE.
 DP7905'
 DP7905'THE STATION IS 26 FT (7.9 M) SOUTHEAST OF THE CENTERLINE OF SOUTH
 DP7905'MCCELLAN AVENUE, 20.5 FT (6.2 M) SOUTHWEST OF THE CENTERLINE OF EAST
 DP7905'MAIN STREET, 2.1 FT (0.6 M) SOUTHEAST OF A MONOLITH STREET NAME POST,
 DP7905'36 FT (11.0 M) NORTH OF THE NORTH CORNER OF THE PORCH TO HOUSE NUMBER
 DP7905'347 89 FT (27.1 M) NORTHWEST OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR9537 ***********************************************************************
 DR9537  DESIGNATION -  13 H 11 RESET
 DR9537  PID         -  DR9537
 DR9537  STATE/COUNTY-  NJ/MONMOUTH
 DR9537  COUNTRY     -  US
 DR9537  USGS QUAD   -  KEYPORT (2016)
 DR9537
 DR9537                         *CURRENT SURVEY CONTROL
 DR9537  ______________________________________________________________________
 DR9537* NAD 83(1986) POSITION- 40 25 45.16   (N) 074 12 38.63   (W)   HD_HELD1
 DR9537* NAVD 88 ORTHO HEIGHT -     9.86  (meters)       32.3   (feet) RESET
 DR9537  ______________________________________________________________________
 DR9537  GEOID HEIGHT    -        -32.368 (meters)                     GEOID18
 DR9537  VERT ORDER      -  THIRD
 DR9537
 DR9537.The horizontal coordinates were determined by differentially corrected
 DR9537.hand held GPS observations or other comparable positioning techniques
 DR9537.and have an estimated accuracy of +/- 3 meters.
 DR9537
 DR9537.The orthometric height was computed from unverified reset data.
 DR9537
 DR9537.No vertical observational check was made to the station.
 DR9537
 DR9537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9537.GEOID18 height accuracy estimate available here.
 DR9537
 DR9537.Click photographs - Photos may exist for this station.
 DR9537
 DR9537;                    North         East    Units  Estimated Accuracy
 DR9537;SPC NJ       -   177,208.9     174,544.0     MT  (+/- 3 meters HH1 GPS) 
 DR9537
 DR9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6694875696(NAD 83)
 DR9537
 DR9537                          SUPERSEDED SURVEY CONTROL
 DR9537
 DR9537.No superseded survey control is available for this station.
 DR9537
 DR9537_MARKER: DV = VERTICAL CONTROL DISK
 DR9537_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9537_SP_SET: CURB
 DR9537_STAMPING: 13 H 11 RESET 2022
 DR9537_MARK LOGO: NJGS
 DR9537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9537+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2022
 DR9537
 DR9537  HISTORY     - Date     Condition        Report By
 DR9537  HISTORY     - 20220408 MONUMENTED       NJGS
 DR9537
 DR9537                          STATION DESCRIPTION
 DR9537
 DR9537'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2022 (JBV)
 DR9537'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF SOUTH AMBOY
 DR9537'JUNCTION, 5.4 MI (8.7 KM) SOUTHEAST OF SOUTH AMBOY AND 0.6 MI (1.0 KM)
 DR9537'WEST-SOUTHWEST OF KEYPORT.
 DR9537'
 DR9537'TO REACH FROM THE NORTH BOUND LANE OF 35 AND BROADWAY, GO 312.43 FT
 DR9537'(95.2 M) NORTHWEST ON BROADWAY TO THE MARK ON THE LEFT SET IN THE CURB
 DR9537'NORTH OF THE NORTH EASTERN MOST ENTRANCE TO THE TOWN AND COUNTRY INN'S
 DR9537'PARKING LOT.
 DR9537'
 DR9537'THE MARK IS 39 FT (11.9 M) SOUTH OF FROM A MANHOLE NORTH AN ELECTRICAL
 DR9537'BOX 1313123, 35 FT (10.7 M) SOUTH OF FROM AN ELECTRICAL BOX 1313123,
 DR9537'24 FT (7.3 M) WEST OF OF THE CENTERLINE OF BROADWAY AVENUE, 17 FT (5.2
 DR9537'M) NORTH OF THE CENTERLINE OF TOWN AN COUNTRY INNS NORTH EASTERN
 DR9537'PARKING LOT ENTRANCE, 12 FT (3.7 M) SOUTH OF OF UTILITY POLE BT648KP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9998 ***********************************************************************
 DP9998  DESIGNATION -  13 H 12
 DP9998  PID         -  DP9998
 DP9998  STATE/COUNTY-  NJ/MONMOUTH
 DP9998  COUNTRY     -  US
 DP9998  USGS QUAD   -  FARMINGDALE (2016)
 DP9998
 DP9998                         *CURRENT SURVEY CONTROL
 DP9998  ______________________________________________________________________
 DP9998* NAD 83(1986) POSITION- 40 13 54.93   (N) 074 12 45.90   (W)   HD_HELD1
 DP9998* NAVD 88 ORTHO HEIGHT -    34.607 (meters)      113.54  (feet) ADJUSTED
 DP9998  ______________________________________________________________________
 DP9998  GEOID HEIGHT    -        -32.434 (meters)                     GEOID18
 DP9998  DYNAMIC HEIGHT  -         34.593 (meters)      113.49  (feet) COMP
 DP9998  MODELED GRAVITY -    980,208.4   (mgal)                       NAVD 88
 DP9998
 DP9998  VERT ORDER      -  FIRST     CLASS II
 DP9998
 DP9998.The horizontal coordinates were determined by differentially corrected
 DP9998.hand held GPS observations or other comparable positioning techniques
 DP9998.and have an estimated accuracy of +/- 3 meters.
 DP9998
 DP9998.The orthometric height was determined by differential leveling and
 DP9998.adjusted by the NATIONAL GEODETIC SURVEY
 DP9998.in February 2016.
 DP9998
 DP9998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9998.GEOID18 height accuracy estimate available here.
 DP9998
 DP9998.Click photographs - Photos may exist for this station.
 DP9998
 DP9998.The dynamic height is computed by dividing the NAVD 88
 DP9998.geopotential number by the normal gravity value computed on the
 DP9998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9998.degrees latitude (g = 980.6199 gals.).
 DP9998
 DP9998.The modeled gravity was interpolated from observed gravity values.
 DP9998
 DP9998;                    North         East    Units  Estimated Accuracy
 DP9998;SPC NJ       -   155,303.6     174,443.8     MT  (+/- 3 meters HH1 GPS) 
 DP9998
 DP9998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6697153796(NAD 83)
 DP9998
 DP9998                          SUPERSEDED SURVEY CONTROL
 DP9998
 DP9998.No superseded survey control is available for this station.
 DP9998
 DP9998_MARKER: DD = SURVEY DISK
 DP9998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9998_SP_SET: OVERHEAD CANTILEVER SIGN BASE
 DP9998_STAMPING: 13 H 12 2015
 DP9998_MARK LOGO: NJGS
 DP9998_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9998+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9998
 DP9998  HISTORY     - Date     Condition        Report By
 DP9998  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9998
 DP9998                          STATION DESCRIPTION
 DP9998
 DP9998'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9998'THE STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) EAST-SOUTHEAST OF
 DP9998'FREEHOLD, 3.4 MI (5.5 KM) NORTHWEST OF FARMINGDALE AND 2.5 MI (4.0 KM)
 DP9998'EAST-NORTHEAST OF ADELPHIA, IN HOWELL TOWNSHIP.
 DP9998'
 DP9998'THE STATION IS IS SET IN A DRILL HOLE IN THE EAST SIDE OF THE BASE OF
 DP9998'A CANTILEVER OVERHEAD SIGN (STRUCTURE NUMBER 1305-213) BASE ON THE
 DP9998'NORTH-NORTHEAST SIDE OF WESTBOUND NEW JERSEY ROUTE 33, EAST OF THE
 DP9998'SPLIT OF THE ROUTE 33 BUSINESS AND THE BY-PASS.
 DP9998'
 DP9998'THE STATION IS 61.6 FT (18.8 M) WEST OF POLE NUMBER JC4077HL, 44.7 FT
 DP9998'(13.6 M) EAST OF POLE NUMBER 212658/50969, 15.7 NORTH OF A TRAFFIC
 DP9998'SIGN (LEFT LANE MUST TURN LEFT), 60 FT (18.3 M) WEST OF A DIRT
 DP9998'DRIVEWAY FOR HOUSE NUMBER 981.  THE STATION IS ABOUT 8 INCHES (20 CM)
 DP9998'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5274 ***********************************************************************
 DR5274  DESIGNATION -  13 H 13
 DR5274  PID         -  DR5274
 DR5274  STATE/COUNTY-  NJ/MONMOUTH
 DR5274  COUNTRY     -  US
 DR5274  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5274
 DR5274                         *CURRENT SURVEY CONTROL
 DR5274  ______________________________________________________________________
 DR5274* NAD 83(1986) POSITION- 40 26 05.14   (N) 074 07 30.80   (W)   HD_HELD1
 DR5274* NAVD 88 ORTHO HEIGHT -     5.427 (meters)       17.81  (feet) ADJUSTED
 DR5274  ______________________________________________________________________
 DR5274  GEOID HEIGHT    -        -32.353 (meters)                     GEOID18
 DR5274  DYNAMIC HEIGHT  -          5.425 (meters)       17.80  (feet) COMP
 DR5274  MODELED GRAVITY -    980,220.8   (mgal)                       NAVD 88
 DR5274
 DR5274  VERT ORDER      -  FIRST     CLASS II
 DR5274
 DR5274.The horizontal coordinates were determined by differentially corrected
 DR5274.hand held GPS observations or other comparable positioning techniques
 DR5274.and have an estimated accuracy of +/- 3 meters.
 DR5274
 DR5274.The orthometric height was determined by differential leveling and
 DR5274.adjusted by the NATIONAL GEODETIC SURVEY
 DR5274.in July 2020.
 DR5274
 DR5274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5274.GEOID18 height accuracy estimate available here.
 DR5274
 DR5274.Click photographs - Photos may exist for this station.
 DR5274
 DR5274.The dynamic height is computed by dividing the NAVD 88
 DR5274.geopotential number by the normal gravity value computed on the
 DR5274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5274.degrees latitude (g = 980.6199 gals.).
 DR5274
 DR5274.The modeled gravity was interpolated from observed gravity values.
 DR5274
 DR5274;                    North         East    Units  Estimated Accuracy
 DR5274;SPC NJ       -   177,852.4     181,796.7     MT  (+/- 3 meters HH1 GPS) 
 DR5274
 DR5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7419576380(NAD 83)
 DR5274
 DR5274                          SUPERSEDED SURVEY CONTROL
 DR5274
 DR5274.No superseded survey control is available for this station.
 DR5274
 DR5274_MARKER: DD = SURVEY DISK
 DR5274_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5274_SP_SET: CURB
 DR5274_STAMPING: 13 H 13 2018
 DR5274_MARK LOGO: NJGS
 DR5274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5274+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2018
 DR5274
 DR5274  HISTORY     - Date     Condition        Report By
 DR5274  HISTORY     - 20181024 MONUMENTED       NJGS
 DR5274
 DR5274                          STATION DESCRIPTION
 DR5274
 DR5274'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5274'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-SOUTHEAST OF SOUTH
 DR5274'AMBOY JUNCTION, 9.0 MI (14.5 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 4.0
 DR5274'MI (6.4 KM) EAST OF KEYPORT IN MIDDLETOWN TOWNSHIP.
 DR5274'
 DR5274'TO REACH FROM THE INTERSECTION OF THOMPSON AVENUE AND NEW JERSEY STATE
 DR5274'ROUTE 36, GO 0.4 MI (0.6 KM) WEST ON NEW JERSEY STATE ROUTE 36 TO THE
 DR5274'STATION ON THE RIGHT.
 DR5274'
 DR5274'THE STATION IS IN A DRILL HOLE IN THE CURB ON THE NORTH SIDE OF NEW
 DR5274'JERSEY STATE ROUTE 36 IN A TRIANGULAR ENTRANCE-EXIT ISLAND AT THE EAST
 DR5274'DRIVE LEADING TO THE GUTTENPLAN FROZEN DOUGH SPECIALIST BUSINESS, 118
 DR5274'FT (36.0 M) WEST OF A FIRE HYDRANT, 126 FT (38.4 M) EAST OF POLE
 DR5274'NUMBER JC2278MDT, 26 FT (7.9 M) EAST OF THE CENTERLINE OF THE EXIT
 DR5274'LANE, 25 FT (7.6 M) WEST OF THE CENTERLINE OF THE ENTRANCE LANE, 6 FT
 DR5274'(1.8 M) WEST OF POLE NUMBER JC313MDT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5345 ***********************************************************************
 DR5345  DESIGNATION -  13 H 14
 DR5345  PID         -  DR5345
 DR5345  STATE/COUNTY-  NJ/MONMOUTH
 DR5345  COUNTRY     -  US
 DR5345  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5345
 DR5345                         *CURRENT SURVEY CONTROL
 DR5345  ______________________________________________________________________
 DR5345* NAD 83(1986) POSITION- 40 22 54.21   (N) 073 58 27.75   (W)   HD_HELD1
 DR5345* NAVD 88 ORTHO HEIGHT -     2.747 (meters)        9.01  (feet) ADJUSTED
 DR5345  ______________________________________________________________________
 DR5345  GEOID HEIGHT    -        -32.626 (meters)                     GEOID18
 DR5345  DYNAMIC HEIGHT  -          2.746 (meters)        9.01  (feet) COMP
 DR5345  MODELED GRAVITY -    980,182.0   (mgal)                       NAVD 88
 DR5345
 DR5345  VERT ORDER      -  FIRST     CLASS II
 DR5345
 DR5345.The horizontal coordinates were determined by differentially corrected
 DR5345.hand held GPS observations or other comparable positioning techniques
 DR5345.and have an estimated accuracy of +/- 3 meters.
 DR5345
 DR5345.The orthometric height was determined by differential leveling and
 DR5345.adjusted by the NATIONAL GEODETIC SURVEY
 DR5345.in July 2020.
 DR5345
 DR5345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5345.GEOID18 height accuracy estimate available here.
 DR5345
 DR5345.Click photographs - Photos may exist for this station.
 DR5345
 DR5345.The dynamic height is computed by dividing the NAVD 88
 DR5345.geopotential number by the normal gravity value computed on the
 DR5345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5345.degrees latitude (g = 980.6199 gals.).
 DR5345
 DR5345.The modeled gravity was interpolated from observed gravity values.
 DR5345
 DR5345;                    North         East    Units  Estimated Accuracy
 DR5345;SPC NJ       -   172,028.9     194,629.8     MT  (+/- 3 meters HH1 GPS) 
 DR5345
 DR5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8705870631(NAD 83)
 DR5345
 DR5345                          SUPERSEDED SURVEY CONTROL
 DR5345
 DR5345.No superseded survey control is available for this station.
 DR5345
 DR5345_MARKER: DD = SURVEY DISK
 DR5345_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR5345_SP_SET: BASE OF SEAWALL
 DR5345_STAMPING: 13 H 14 2018
 DR5345_MARK LOGO: NJGS
 DR5345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5345+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2021
 DR5345
 DR5345  HISTORY     - Date     Condition        Report By
 DR5345  HISTORY     - 20181011 MONUMENTED       NJGS
 DR5345  HISTORY     - 20211013 GOOD             AAAS
 DR5345
 DR5345                          STATION DESCRIPTION
 DR5345
 DR5345'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5345'THE MARK IS LOCATED ABOUT 12.7 MI (20.4 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5345'10.5 MI (16.9 KM) NORTH OF ASBURY PARK AND 4.6 MI (7.4 KM)
 DR5345'NORTH-NORTHEAST OF LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5345'
 DR5345'TO REACH FROM THE T-INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND
 DR5345'SHREWSBURY RIVER BRIDGE (COUNTY ROAD 520), GO NORTH ON NEW JERSEY
 DR5345'STATE ROUTE 36 FOR 1.15 MI (1.85 KM) TO THE STATION ON THE RIGHT.
 DR5345'
 DR5345'THE STATION IS SET IN A DRILL HOLE AT THE CONCRETE BASE OF THE SEAWALL
 DR5345'INLINE WITH THE CENTERLINE EXTENDED OF BEACH WAY, 87 FT (26.5 M) EAST
 DR5345'OF THE CENTERLINE OF (NEW JERSEY STATE ROUTE 36, 215 FT (65.5 M) SOUTH
 DR5345'OF MILEPOST 10.5, 68 FT (20.7 M) EAST-SOUTHEAST OF POLE NUMBER
 DR5345'JC204SBR, 7.6 FT (2.3 M) SOUTH OF A STAIRCASE LEADING TO THE BEACH, 38
 DR5345'FT (11.6 M) NORTH OF A STAIRCASE LEADING TO THE BEACH, 7 FT (2.1 M)
 DR5345'EAST OF THE CENTERLINE OF THE BIKE PATH.
 DR5345
 DR5345                          STATION RECOVERY (2021)
 DR5345
 DR5345'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DR5345'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DR5345'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5344 ***********************************************************************
 DR5344  DESIGNATION -  13 H 15
 DR5344  PID         -  DR5344
 DR5344  STATE/COUNTY-  NJ/MONMOUTH
 DR5344  COUNTRY     -  US
 DR5344  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5344
 DR5344                         *CURRENT SURVEY CONTROL
 DR5344  ______________________________________________________________________
 DR5344* NAD 83(1986) POSITION- 40 19 48.60   (N) 074 01 27.18   (W)   HD_HELD1
 DR5344* NAVD 88 ORTHO HEIGHT -     2.338 (meters)        7.67  (feet) ADJUSTED
 DR5344  ______________________________________________________________________
 DR5344  GEOID HEIGHT    -        -32.625 (meters)                     GEOID18
 DR5344  DYNAMIC HEIGHT  -          2.337 (meters)        7.67  (feet) COMP
 DR5344  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 DR5344
 DR5344  VERT ORDER      -  FIRST     CLASS II
 DR5344
 DR5344.The horizontal coordinates were determined by differentially corrected
 DR5344.hand held GPS observations or other comparable positioning techniques
 DR5344.and have an estimated accuracy of +/- 3 meters.
 DR5344
 DR5344.The orthometric height was determined by differential leveling and
 DR5344.adjusted by the NATIONAL GEODETIC SURVEY
 DR5344.in July 2020.
 DR5344
 DR5344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5344.GEOID18 height accuracy estimate available here.
 DR5344
 DR5344.Click photographs - Photos may exist for this station.
 DR5344
 DR5344.The dynamic height is computed by dividing the NAVD 88
 DR5344.geopotential number by the normal gravity value computed on the
 DR5344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5344.degrees latitude (g = 980.6199 gals.).
 DR5344
 DR5344.The modeled gravity was interpolated from observed gravity values.
 DR5344
 DR5344;                    North         East    Units  Estimated Accuracy
 DR5344;SPC NJ       -   166,280.4     190,428.7     MT  (+/- 3 meters HH1 GPS) 
 DR5344
 DR5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8289064860(NAD 83)
 DR5344
 DR5344                          SUPERSEDED SURVEY CONTROL
 DR5344
 DR5344.No superseded survey control is available for this station.
 DR5344
 DR5344_MARKER: DD = SURVEY DISK
 DR5344_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5344_SP_SET: SIDEWALK
 DR5344_STAMPING: 13 H 15 2018
 DR5344_MARK LOGO: NJGS
 DR5344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5344+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5344
 DR5344  HISTORY     - Date     Condition        Report By
 DR5344  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5344
 DR5344                          STATION DESCRIPTION
 DR5344
 DR5344'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5344'THE MARK IS LOCATED ABOUT 11.7 MI (18.8 KM) SOUTHEAST OF KEYPORT, 7.6
 DR5344'MI (12.2 KM) NORTH OF ASBURY PARK AND 2.4 MI (3.9 KM) NORTHWEST OF
 DR5344'LONG BRANCH, IN LITTLE SILVER.
 DR5344'
 DR5344'THE STATION IS IS SET IN SIDEWALK AT THE CENTERLINE EXTENDED OF PAAG
 DR5344'LANE, ON THE SOUTHWEST CORNER OF THE T-JUNCTION WITH SEVEN BRIDGES
 DR5344'ROAD.
 DR5344'
 DR5344'TO REACH FROM THE INTERSECTION OF RUMSON ROAD (COUNTY ROUTE 520) AND
 DR5344'SEVEN BRIDGES ROAD, GO 1.2 MI (1.9 KM) SOUTH-SOUTHEAST ON SEVEN
 DR5344'BRIDGES ROAD TO THE STATION ON THE RIGHT.
 DR5344'
 DR5344'THE STATION IS 225 FT (68.6 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DR5344'WINGING WAY, 22 FT (6.7 M) SOUTHWEST OF THE CENTERLINE OF SEVEN
 DR5344'BRIDGES ROAD, 3 FT (0.9 M) WEST OF A FIRE HYDRANT, 54 FT (16.5 M)
 DR5344'SOUTHEAST OF A POLE WITH NO NUMBER, 82.5 FT (25.1 M) NORTHWEST OF POLE
 DR5344'NUMBER BT40294LS, 84 FT (25.6 M) SOUTH OF THE CENTERLINE OD A
 DR5344'DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5374 ***********************************************************************
 DR5374  DESIGNATION -  13 H 16
 DR5374  PID         -  DR5374
 DR5374  STATE/COUNTY-  NJ/MONMOUTH
 DR5374  COUNTRY     -  US
 DR5374  USGS QUAD   -  LONG BRANCH EAST (2019)
 DR5374
 DR5374                         *CURRENT SURVEY CONTROL
 DR5374  ______________________________________________________________________
 DR5374* NAD 83(1986) POSITION- 40 19 55.89   (N) 073 58 29.77   (W)   HD_HELD1
 DR5374* NAVD 88 ORTHO HEIGHT -     2.189 (meters)        7.18  (feet) ADJUSTED
 DR5374  ______________________________________________________________________
 DR5374  GEOID HEIGHT    -        -32.699 (meters)                     GEOID18
 DR5374  DYNAMIC HEIGHT  -          2.188 (meters)        7.18  (feet) COMP
 DR5374  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 DR5374
 DR5374  VERT ORDER      -  FIRST     CLASS II
 DR5374
 DR5374.The horizontal coordinates were determined by differentially corrected
 DR5374.hand held GPS observations or other comparable positioning techniques
 DR5374.and have an estimated accuracy of +/- 3 meters.
 DR5374
 DR5374.The orthometric height was determined by differential leveling and
 DR5374.adjusted by the NATIONAL GEODETIC SURVEY
 DR5374.in July 2020.
 DR5374
 DR5374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5374.GEOID18 height accuracy estimate available here.
 DR5374
 DR5374.Click photographs - Photos may exist for this station.
 DR5374
 DR5374.The dynamic height is computed by dividing the NAVD 88
 DR5374.geopotential number by the normal gravity value computed on the
 DR5374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5374.degrees latitude (g = 980.6199 gals.).
 DR5374
 DR5374.The modeled gravity was interpolated from observed gravity values.
 DR5374
 DR5374;                    North         East    Units  Estimated Accuracy
 DR5374;SPC NJ       -   166,528.9     194,614.8     MT  (+/- 3 meters HH1 GPS) 
 DR5374
 DR5374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8707465132(NAD 83)
 DR5374
 DR5374                          SUPERSEDED SURVEY CONTROL
 DR5374
 DR5374.No superseded survey control is available for this station.
 DR5374
 DR5374_MARKER: DD = SURVEY DISK
 DR5374_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5374+WITH SETTING: PAVEMENT
 DR5374_SP_SET: ELECTRICAL CABINET BASE
 DR5374_STAMPING: 13 H 16 2018
 DR5374_MARK LOGO: NJGS
 DR5374_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5374+STABILITY: SURFACE MOTION
 DR5374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5374+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2021
 DR5374
 DR5374  HISTORY     - Date     Condition        Report By
 DR5374  HISTORY     - 20181105 MONUMENTED       NJGS
 DR5374  HISTORY     - 20211007 GOOD             AAAS
 DR5374
 DR5374                          STATION DESCRIPTION
 DR5374
 DR5374'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5374'THE MARK IS LOCATED ABOUT 13.8 MI (22.2 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5374'8.0 MI (12.9 KM) NORTH-NORTHEAST OF ASBURY PARK AND 2.2 MI (3.5 KM)
 DR5374'NORTH-NORTHEAST OF LONG BRANCH, IN MONMOUTH BEACH.
 DR5374'
 DR5374'TO REACH FROM THE INTERSECTION OF JOLINE AVENUE (NEW JERSEY STATE
 DR5374'ROUTE 36) AND OCEAN BOULEVARD, GO 1.3 MI (2.1 KM) NORTH ON OCEAN
 DR5374'BOULEVARD TO THE STATION ON THE LEFT.
 DR5374'
 DR5374'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE BASE
 DR5374'FOR AN ELECTRICAL CABINET (1326103) ON THE NORTHWEST CORNER OF THE
 DR5374'T-JUCTION OF BEACH ROAD AND OCEAN BOULEVARD (NEW JERSEY STATE ROUTE
 DR5374'36), 65 FT (19.8 M) NORTH OF THE CENTERLINE OF BEACH ROAD, 12 FT (3.7
 DR5374'M) WEST OF THE WEST CURB OF OCEAN BOULEVARD, 11 FT (3.4 M) WEST OF A
 DR5374'SIGN (POLICE AND FIRE) WITH A WITNESS SIGN ATTACHED, 15 FT (4.6 M)
 DR5374'NORTH OF THE TRAFFIC SIGNAL MAST, 1 FT (0.3 M) SOUTHWEST OF THE
 DR5374'SOUTHWEST CORNER OF THE ELECTRICAL CABINET.
 DR5374
 DR5374                          STATION RECOVERY (2021)
 DR5374
 DR5374'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DR5374'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DR5374'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6316 ***********************************************************************
 KV6316  DESIGNATION -  13 H 2
 KV6316  PID         -  KV6316
 KV6316  STATE/COUNTY-  NJ/MONMOUTH
 KV6316  COUNTRY     -  US
 KV6316  USGS QUAD   -  ROOSEVELT (2019)
 KV6316
 KV6316                         *CURRENT SURVEY CONTROL
 KV6316  ______________________________________________________________________
 KV6316* NAD 83(1986) POSITION- 40 09 48.     (N) 074 26 01.     (W)   SCALED
 KV6316* NAVD 88 ORTHO HEIGHT -    44.426 (meters)      145.75  (feet) ADJUSTED
 KV6316  ______________________________________________________________________
 KV6316  GEOID HEIGHT    -        -32.405 (meters)                     GEOID18
 KV6316  DYNAMIC HEIGHT  -         44.408 (meters)      145.70  (feet) COMP
 KV6316  MODELED GRAVITY -    980,208.8   (mgal)                       NAVD 88
 KV6316
 KV6316  VERT ORDER      -  FIRST     CLASS II
 KV6316
 KV6316.The horizontal coordinates were scaled from a map and have
 KV6316.an estimated accuracy of +/- 6 seconds.
 KV6316
 KV6316.The orthometric height was determined by differential leveling and
 KV6316.adjusted by the NATIONAL GEODETIC SURVEY
 KV6316.in June 1991.
 KV6316
 KV6316.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6316.GEOID18 height accuracy estimate available here.
 KV6316
 KV6316.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK482460(NAD 83)
 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
 KV6316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6316.See file dsdata.pdf to determine how the superseded data were derived.
 KV6316
 KV6316_MARKER: Z = SEE DESCRIPTION
 KV6316_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 DF5259 ***********************************************************************
 DF5259  DESIGNATION -  13 H 3
 DF5259  PID         -  DF5259
 DF5259  STATE/COUNTY-  NJ/MONMOUTH
 DF5259  COUNTRY     -  US
 DF5259  USGS QUAD   -  ROOSEVELT (2019)
 DF5259
 DF5259                         *CURRENT SURVEY CONTROL
 DF5259  ______________________________________________________________________
 DF5259* NAD 83(2011) POSITION- 40 13 27.92299(N) 074 25 47.26305(W)   ADJUSTED
 DF5259* NAD 83(2011) ELLIP HT-    22.851 (meters)        (06/27/12)   ADJUSTED
 DF5259* NAD 83(2011) EPOCH   -  2010.00
 DF5259* NAVD 88 ORTHO HEIGHT -    55.3   (meters)      181.    (feet) GPS OBS
 DF5259  ______________________________________________________________________
 DF5259  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5259  GEOID HEIGHT    -        -32.414 (meters)                     GEOID99
 DF5259  GEOID HEIGHT    -        -32.424 (meters)                     GEOID18
 DF5259  NAD 83(2011) X  -  1,308,990.453 (meters)                     COMP
 DF5259  NAD 83(2011) Y  - -4,697,707.281 (meters)                     COMP
 DF5259  NAD 83(2011) Z  -  4,097,058.136 (meters)                     COMP
 DF5259  LAPLACE CORR    -          2.98  (seconds)                    DEFLEC18
 DF5259
 DF5259  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5259  Standards:
 DF5259         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5259            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5259  -------------------------------------------------------------------
 DF5259  NETWORK    0.77   1.16           0.35   0.26   0.59      0.15388452
 DF5259  -------------------------------------------------------------------
 DF5259  Click here for local accuracies and other accuracy information.
 DF5259
 DF5259.The horizontal coordinates were established by GPS observations
 DF5259.and adjusted by the National Geodetic Survey in June 2012.
 DF5259
 DF5259.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5259.been affixed to the stable North American tectonic plate. See 
 DF5259.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5259
 DF5259.The horizontal coordinates are valid at the epoch date displayed above
 DF5259.which is a decimal equivalence of Year/Month/Day.
 DF5259
 DF5259.The orthometric height was determined by GPS observations and a
 DF5259.high-resolution geoid model.
 DF5259
 DF5259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5259.GEOID18 height accuracy estimate available here.
 DF5259
 DF5259.Click photographs - Photos may exist for this station.
 DF5259
 DF5259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5259
 DF5259.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5259
 DF5259.The ellipsoidal height was determined by GPS observations
 DF5259.and is referenced to NAD 83.
 DF5259
 DF5259. The following values were computed from the NAD 83(2011) position.
 DF5259
 DF5259;                    North         East     Units Scale Factor Converg.
 DF5259;SPC NJ       -   154,433.495   155,974.781   MT  0.99990044   +0 02 43.2
 DF5259;SPC NJ       -   506,670.56    511,727.26   sFT  0.99990044   +0 02 43.2
 DF5259;UTM  18      - 4,452,822.361   548,512.921   MT  0.99962897   +0 22 05.6
 DF5259
 DF5259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5259!SPC NJ       -   0.99999642  x   0.99990044  =   0.99989686
 DF5259!UTM  18      -   0.99999642  x   0.99962897  =   0.99962539
 DF5259
 DF5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4851252822(NAD 83)
 DF5259
 DF5259                          SUPERSEDED SURVEY CONTROL
 DF5259
 DF5259  NAD 83(2007)-  40 13 27.92362(N)    074 25 47.26361(W) AD(2002.00) 0
 DF5259  ELLIP H (02/10/07)   22.858  (m)                       GP(2002.00)    
 DF5259  NAD 83(1996)-  40 13 27.92357(N)    074 25 47.26392(W) AD(       ) 1
 DF5259  ELLIP H (04/17/03)   22.880  (m)                       GP(       ) 3 1
 DF5259
 DF5259.Superseded values are not recommended for survey control.
 DF5259
 DF5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5259.See file dsdata.pdf to determine how the superseded data were derived.
 DF5259
 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 - June 07, 2017
 DF5259
 DF5259  HISTORY     - Date     Condition        Report By
 DF5259  HISTORY     - 1991     MONUMENTED       NJGS
 DF5259  HISTORY     - 20020202 GOOD             NJGS
 DF5259  HISTORY     - 20060508 GOOD             AASCO
 DF5259  HISTORY     - 20170607 GOOD             NJGS
 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, COUNTY ROAD 1 IN PERRINEVILLE.
 DF5259'
 DF5259'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 537 AND 524 IN
 DF5259'CHARLESTON SPRINGS, GO 1.9 MI SOUTHWEST ON COUNTY ROAD 524 TO THE
 DF5259'CROSSROADS INTERSECTION WITH STILLHOUSE ROAD.  TURN RIGHT AND GO 1.45
 DF5259'MI NORTH ON STILLHOUSE ROAD TO THE JUNCTION WITH SWEETMAN LANE IN
 DF5259'SAINT JOSEPH.  TURN LEFT  ON SWEETMAN LANE AND GO 1.6 MI WEST TO THE
 DF5259'CROSSROADS INTERSECTION WITH MILLSTONE ROAD AND THEN STATION ON THE
 DF5259'LEFT, SET IN A LAWN AT THE SOUTHWEST CORNER OF THE INTERSECTION.
 DF5259'
 DF5259'THE STATION IS 10.4 M SOUTH SOUTHWEST FROM THE CENTERLINE OF SWEETMAN
 DF5259'LANE, 14.3 M NORTHWEST FROM THE CENTERLINE OF MILLSTONE ROAD, 21.5 M
 DF5259'NORTHEAST FROM THE NORTHEAST CORNER OF A SINGLE STORY BRICK SHOPPING
 DF5259'CENTER, 19.1 M SOUTHEAST FROM WOOD UTILITY POLE NUMBER JC 193 ME, 20.8
 DF5259'M EAST NORTHEAST FROM THE CENTER OF A 4 FOOT DIAMETER CONCRETE MANHOLE
 DF5259'COVER FOR A SEPTIC TANK, 21.6 M WEST NORTHWEST FROM WOOD UTILITY POLE
 DF5259'NUMBER BT 1514 ME, AND 33.2 M NORTHEAST FROM THE NORTHWEST CORNER OF A
 DF5259'SINGLE STORY BRICK SHOPPING CENTER.  IT IS SET 0.1 M BELOW THE GROUND.
 DF5259
 DF5259                          STATION RECOVERY (2006)
 DF5259
 DF5259'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 DF5259'RECOVERED IN GOOD CONDITION.
 DF5259
 DF5259                          STATION RECOVERY (2017)
 DF5259
 DF5259'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 DF5259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6966 ***********************************************************************
 KV6966  DESIGNATION -  13 H 4
 KV6966  PID         -  KV6966
 KV6966  STATE/COUNTY-  NJ/MONMOUTH
 KV6966  COUNTRY     -  US
 KV6966  USGS QUAD   -  ADELPHIA (2019)
 KV6966
 KV6966                         *CURRENT SURVEY CONTROL
 KV6966  ______________________________________________________________________
 KV6966* NAD 83(2011) POSITION- 40 13 08.03361(N) 074 15 51.75944(W)   ADJUSTED
 KV6966* NAD 83(2011) ELLIP HT-    -2.831 (meters)        (06/27/12)   ADJUSTED
 KV6966* NAD 83(2011) EPOCH   -  2010.00
 KV6966* NAVD 88 ORTHO HEIGHT -    29.6   (meters)       97.    (feet) GPS OBS
 KV6966  ______________________________________________________________________
 KV6966  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6966  GEOID HEIGHT    -        -32.700 (meters)                     GEOID93
 KV6966  GEOID HEIGHT    -        -32.399 (meters)                     GEOID18
 KV6966  NAD 83(2011) X  -  1,322,649.766 (meters)                     COMP
 KV6966  NAD 83(2011) Y  - -4,694,270.970 (meters)                     COMP
 KV6966  NAD 83(2011) Z  -  4,096,573.135 (meters)                     COMP
 KV6966  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 KV6966
 KV6966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6966  Standards:
 KV6966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6966  -------------------------------------------------------------------
 KV6966  NETWORK    0.33   0.49           0.13   0.14   0.25     -0.03459091
 KV6966  -------------------------------------------------------------------
 KV6966  Click here for local accuracies and other accuracy information.
 KV6966
 KV6966.The horizontal coordinates were established by GPS observations
 KV6966.and adjusted by the National Geodetic Survey in June 2012.
 KV6966
 KV6966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6966.been affixed to the stable North American tectonic plate. See 
 KV6966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6966
 KV6966.The horizontal coordinates are valid at the epoch date displayed above
 KV6966.which is a decimal equivalence of Year/Month/Day.
 KV6966
 KV6966.The orthometric height was determined by GPS observations and a
 KV6966.high-resolution geoid model.
 KV6966
 KV6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6966.GEOID18 height accuracy estimate available here.
 KV6966
 KV6966.Click photographs - Photos may exist for this station.
 KV6966
 KV6966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6966
 KV6966.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6966
 KV6966.The ellipsoidal height was determined by GPS observations
 KV6966.and is referenced to NAD 83.
 KV6966
 KV6966. The following values were computed from the NAD 83(2011) position.
 KV6966
 KV6966;                    North         East     Units Scale Factor Converg.
 KV6966;SPC NJ       -   153,844.348   170,054.312   MT  0.99990495   +0 09 07.7
 KV6966;SPC NJ       -   504,737.67    557,919.86   sFT  0.99990495   +0 09 07.7
 KV6966;UTM  18      - 4,452,312.701   562,591.829   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6259152312(NAD 83)
 KV6966
 KV6966                          SUPERSEDED SURVEY CONTROL
 KV6966
 KV6966  NAD 83(2007)-  40 13 08.03407(N)    074 15 51.75992(W) AD(2002.00) 0
 KV6966  ELLIP H (02/10/07)   -2.824  (m)                       GP(2002.00)    
 KV6966  ELLIP H (10/23/02)   -2.816  (m)                       GP(       ) 4 1
 KV6966  NAD 83(1996)-  40 13 08.03394(N)    074 15 51.76037(W) AD(       ) 1
 KV6966  ELLIP H (05/14/99)   -2.819  (m)                       GP(       ) 4 1
 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
 KV6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6966.See file dsdata.pdf to determine how the superseded data were derived.
 KV6966
 KV6966_STAMPING: 13 H 4 1991
 KV6966_MARK LOGO: NJGS
 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  HISTORY     - 20201201 MARK NOT FOUND   NJGS
 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.
 KV6966
 KV6966                          STATION RECOVERY (2020)
 KV6966
 KV6966'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6966'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6560 ***********************************************************************
 DK6560  DESIGNATION -  13 H 6
 DK6560  PID         -  DK6560
 DK6560  STATE/COUNTY-  NJ/MONMOUTH
 DK6560  COUNTRY     -  US
 DK6560  USGS QUAD   -  FARMINGDALE (2016)
 DK6560
 DK6560                         *CURRENT SURVEY CONTROL
 DK6560  ______________________________________________________________________
 DK6560* NAD 83(1986) POSITION- 40 14 03.73   (N) 074 13 57.47   (W)   HD_HELD1
 DK6560* NAVD 88 ORTHO HEIGHT -    44.704 (meters)      146.67  (feet) ADJUSTED
 DK6560  ______________________________________________________________________
 DK6560  GEOID HEIGHT    -        -32.406 (meters)                     GEOID18
 DK6560  DYNAMIC HEIGHT  -         44.686 (meters)      146.61  (feet) COMP
 DK6560  MODELED GRAVITY -    980,210.1   (mgal)                       NAVD 88
 DK6560
 DK6560  VERT ORDER      -  SECOND    CLASS II
 DK6560
 DK6560.The horizontal coordinates were determined by differentially corrected
 DK6560.hand held GPS observations or other comparable positioning techniques
 DK6560.and have an estimated accuracy of +/- 3 meters.
 DK6560
 DK6560.The orthometric height was determined by differential leveling and
 DK6560.adjusted by the NATIONAL GEODETIC SURVEY
 DK6560.in May 2011.
 DK6560
 DK6560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6560.GEOID18 height accuracy estimate available here.
 DK6560
 DK6560.Click photographs - Photos may exist for this station.
 DK6560
 DK6560.The dynamic height is computed by dividing the NAVD 88
 DK6560.geopotential number by the normal gravity value computed on the
 DK6560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6560.degrees latitude (g = 980.6199 gals.).
 DK6560
 DK6560.The modeled gravity was interpolated from observed gravity values.
 DK6560
 DK6560;                    North         East    Units  Estimated Accuracy
 DK6560;SPC NJ       -   155,569.7     172,751.2     MT  (+/- 3 meters HH1 GPS) 
 DK6560
 DK6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6527854052(NAD 83)
 DK6560
 DK6560                          SUPERSEDED SURVEY CONTROL
 DK6560
 DK6560.No superseded survey control is available for this station.
 DK6560
 DK6560_MARKER: DD = SURVEY DISK
 DK6560_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6560_SP_SET: BRIDGE ABUTMENT
 DK6560_STAMPING: 13 H 6 2006
 DK6560_MARK LOGO: NJGS
 DK6560_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6560+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2018
 DK6560
 DK6560  HISTORY     - Date     Condition        Report By
 DK6560  HISTORY     - 20061111 MONUMENTED       NJGS
 DK6560  HISTORY     - 20180515 GOOD             NJGS
 DK6560
 DK6560                          STATION DESCRIPTION
 DK6560
 DK6560'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6560'THE STATION IS LOCATED IN HOWELL TOWNSHIP, IN A DRILL HOLE IN THE
 DK6560'ABUTMENT OF HOWELL ROAD BRIDGE OVER ROUTE 33 BY-PASS.
 DK6560'
 DK6560'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK
 DK6560'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO
 DK6560'ABOUT 2.6 MI (4.18 KM) EAST ON ROUTE 33 BUSINESS TO THE JUNCTION WITH
 DK6560'HOWELL ROAD ON THE RIGHT AND FIVE POINT ROAD ON THE LEFT, TURN RIGHT
 DK6560'AND GO 0.4 MI (0.64 KM) SOUTH ON HOWELL ROAD TO THE HOWELL ROAD BRIDGE
 DK6560'SPANNING NJ ROUTE 33 BY-PASS AND THE STATION ON THE LEFT.  THE STATION
 DK6560'IS SET IN A DRILL HOLE IN THE EAST SIDE OF THE BRIDGE IN THE SOUTH
 DK6560'ABUTMENT IN THE SIDEWALK AREA.
 DK6560'
 DK6560'THE STATION IS 72.0 FT (21.9 M) SOUTH OF THE CENTER OF THE BRIDGE, 1.0
 DK6560'FT (0.3 M) EAST OF THE EAST CURB, 5.4 FT (1.6 M) WEST OF THE
 DK6560'BALUSTRADE, 30.0 FT (9.1 M) NORTH OF THE SOUTH END OF THE BALUSTRADE,
 DK6560'29.5 FT (9.0 M) EAST OF THE CENTERLINE OF HOWELL ROAD.
 DK6560
 DK6560                          STATION RECOVERY (2018)
 DK6560
 DK6560'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DK6560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7164 ***********************************************************************
 DM7164  DESIGNATION -  13 H 7
 DM7164  PID         -  DM7164
 DM7164  STATE/COUNTY-  NJ/MONMOUTH
 DM7164  COUNTRY     -  US
 DM7164  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7164
 DM7164                         *CURRENT SURVEY CONTROL
 DM7164  ______________________________________________________________________
 DM7164* NAD 83(1986) POSITION- 40 15 23.66   (N) 074 00 10.21   (W)   HD_HELD1
 DM7164* NAVD 88 ORTHO HEIGHT -     7.931 (meters)       26.02  (feet) ADJUSTED
 DM7164  ______________________________________________________________________
 DM7164  GEOID HEIGHT    -        -32.778 (meters)                     GEOID18
 DM7164  DYNAMIC HEIGHT  -          7.928 (meters)       26.01  (feet) COMP
 DM7164  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 DM7164
 DM7164  VERT ORDER      -  FIRST     CLASS II
 DM7164
 DM7164.The horizontal coordinates were determined by differentially corrected
 DM7164.hand held GPS observations or other comparable positioning techniques
 DM7164.and have an estimated accuracy of +/- 3 meters.
 DM7164
 DM7164.The orthometric height was determined by differential leveling and
 DM7164.adjusted by the NATIONAL GEODETIC SURVEY
 DM7164.in May 2011.
 DM7164
 DM7164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7164.GEOID18 height accuracy estimate available here.
 DM7164
 DM7164.Click photographs - Photos may exist for this station.
 DM7164
 DM7164.The dynamic height is computed by dividing the NAVD 88
 DM7164.geopotential number by the normal gravity value computed on the
 DM7164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7164.degrees latitude (g = 980.6199 gals.).
 DM7164
 DM7164.The modeled gravity was interpolated from observed gravity values.
 DM7164
 DM7164;                    North         East    Units  Estimated Accuracy
 DM7164;SPC NJ       -   158,119.2     192,291.3     MT  (+/- 3 meters HH1 GPS) 
 DM7164
 DM7164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8479856711(NAD 83)
 DM7164
 DM7164                          SUPERSEDED SURVEY CONTROL
 DM7164
 DM7164.No superseded survey control is available for this station.
 DM7164
 DM7164_MARKER: DD = SURVEY DISK
 DM7164_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DM7164_SP_SET: BRICK STACK BASE
 DM7164_STAMPING: 13 H 7 2008
 DM7164_MARK LOGO: NJGS
 DM7164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7164+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 DM7164
 DM7164  HISTORY     - Date     Condition        Report By
 DM7164  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7164  HISTORY     - 20180723 GOOD             NJGS
 DM7164
 DM7164                          STATION DESCRIPTION
 DM7164
 DM7164'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7164'THE STATION IS LOCATED IN THE BOROUGH OF DEAL, SET IN A DRILL HOLE IN
 DM7164'THE SOUTHEAST CORNER BASE OF A LARGE STACK EAST OF THE RAILROAD AND
 DM7164'NORTH OF POPULAR AVENUE.
 DM7164'
 DM7164'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE AND POPULAR
 DM7164'AVENUE, GO 0.6 MI (1.0 KM) WEST ON POPULAR AVENUE, CROSSING NORWOOD
 DM7164'AVENUE (STATE ROUTE 71), TO THE JUNCTION WITH RAILROAD AVENUE AND THE
 DM7164'STACK WITH THE STATION ON THE RIGHT.
 DM7164'
 DM7164'THE STATION IS 145 FT (44.2 M) NORTH OF THE CENTERLINE JUNCTION OF
 DM7164'POPULAR AVENUE AND RAILROAD AVENUE, 5.0 FT (1.5 M) NORTHEAST OF THE
 DM7164'NORTHWEST CORNER OF THE BRICK BUILDING ADJACENT TO THE STACK, ABOUT 50
 DM7164'FT (15.2 M) EAST OF THE TRACKS.
 DM7164
 DM7164                          STATION RECOVERY (2018)
 DM7164
 DM7164'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM7164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7204 ***********************************************************************
 DM7204  DESIGNATION -  13 H 8
 DM7204  PID         -  DM7204
 DM7204  STATE/COUNTY-  NJ/MONMOUTH
 DM7204  COUNTRY     -  US
 DM7204  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7204
 DM7204                         *CURRENT SURVEY CONTROL
 DM7204  ______________________________________________________________________
 DM7204* NAD 83(1986) POSITION- 40 18 21.9    (N) 074 03 01.0    (W)   HD_HELD2
 DM7204* NAVD 88 ORTHO HEIGHT -     5.447 (meters)       17.87  (feet) ADJUSTED
 DM7204  ______________________________________________________________________
 DM7204  GEOID HEIGHT    -        -32.609 (meters)                     GEOID18
 DM7204  DYNAMIC HEIGHT  -          5.444 (meters)       17.86  (feet) COMP
 DM7204  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 DM7204
 DM7204  VERT ORDER      -  FIRST     CLASS II
 DM7204
 DM7204.The horizontal coordinates were established by autonomous hand held GPS
 DM7204.observations and have an estimated accuracy of +/- 10 meters.
 DM7204
 DM7204.The orthometric height was determined by differential leveling and
 DM7204.adjusted by the NATIONAL GEODETIC SURVEY
 DM7204.in May 2011.
 DM7204
 DM7204.No vertical observational check was made to the station.
 DM7204
 DM7204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7204.GEOID18 height accuracy estimate available here.
 DM7204
 DM7204.Click photographs - Photos may exist for this station.
 DM7204
 DM7204.The dynamic height is computed by dividing the NAVD 88
 DM7204.geopotential number by the normal gravity value computed on the
 DM7204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7204.degrees latitude (g = 980.6199 gals.).
 DM7204
 DM7204.The modeled gravity was interpolated from observed gravity values.
 DM7204
 DM7204;                    North         East    Units  Estimated Accuracy
 DM7204;SPC NJ       -   163,595.      188,228.      MT  (+/- 10 meters HH2 GPS)
 DM7204
 DM7204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8070562163(NAD 83)
 DM7204
 DM7204                          SUPERSEDED SURVEY CONTROL
 DM7204
 DM7204.No superseded survey control is available for this station.
 DM7204
 DM7204_MARKER: DD = SURVEY DISK
 DM7204_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7204_SP_SET: BRIDGE BACKWALL
 DM7204_STAMPING: 13 H 8 2008
 DM7204_MARK LOGO: NJGS
 DM7204_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7204+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2019
 DM7204
 DM7204  HISTORY     - Date     Condition        Report By
 DM7204  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7204  HISTORY     - 20190624 GOOD             NJGS
 DM7204
 DM7204                          STATION DESCRIPTION
 DM7204
 DM7204'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7204'THE STATION IS LOCATED IN THE BOROUGH OF EATONTOWN, SET IN A DRILL
 DM7204'HOLE BEHIND THE CONCRETE BALUSTRADE AT THE EAST END OF THE SOUTH BACK
 DM7204'WALL OF THE BROAD STREET (NJ ROUTE 71/COUNTY ROUTE 537) BRIDGE
 DM7204'(STRUCTURE NUMBER 1321-159, MILEPOST 16.20) SPANNING HUSKY BROOK.
 DM7204'
 DM7204'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 35 AND BROAD
 DM7204'STREET, GO 0.55 MI (0.9 KM) NORTH-NORTHEAST ON BROAD STREET TO THE
 DM7204'STATION ON THE RIGHT, 15.0 FT (4.6 M) WEST OF THE CENTERLINE EXTENDED
 DM7204'OF NICODEMUS AVENUE (ENTRANCE TO FORT MONMOUTH).
 DM7204'
 DM7204'THE STATION IS 8.0 FT (2.4 M) SOUTH OF THE SOUTH CURB OF BROAD STREET,
 DM7204'32.5 FT (9.9 M) WEST OF POLE NUMBER BT533ETN, 24.0 FT (7.3 M) EAST OF
 DM7204'THE CENTERLINE OF BROAD STREET, 140.0 FT (42.7 M) EAST OF POLE NUMBER
 DM7204'BT813ETN.
 DM7204
 DM7204                          STATION RECOVERY (2019)
 DM7204
 DM7204'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DM7204'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7998 ***********************************************************************
 DP7998  DESIGNATION -  13 H 9
 DP7998  PID         -  DP7998
 DP7998  STATE/COUNTY-  NJ/MONMOUTH
 DP7998  COUNTRY     -  US
 DP7998  USGS QUAD   -  ASBURY PARK (2019)
 DP7998
 DP7998                         *CURRENT SURVEY CONTROL
 DP7998  ______________________________________________________________________
 DP7998* NAD 83(1986) POSITION- 40 09 30.51   (N) 074 02 08.22   (W)   HD_HELD1
 DP7998* NAVD 88 ORTHO HEIGHT -     8.711 (meters)       28.58  (feet) ADJUSTED
 DP7998  ______________________________________________________________________
 DP7998  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 DP7998  DYNAMIC HEIGHT  -          8.707 (meters)       28.57  (feet) COMP
 DP7998  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 DP7998
 DP7998  VERT ORDER      -  FIRST     CLASS II
 DP7998
 DP7998.The horizontal coordinates were determined by differentially corrected
 DP7998.hand held GPS observations or other comparable positioning techniques
 DP7998.and have an estimated accuracy of +/- 3 meters.
 DP7998
 DP7998.The orthometric height was determined by differential leveling and
 DP7998.adjusted by the NATIONAL GEODETIC SURVEY
 DP7998.in September 2015.
 DP7998
 DP7998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7998.GEOID18 height accuracy estimate available here.
 DP7998
 DP7998.Click photographs - Photos may exist for this station.
 DP7998
 DP7998.The dynamic height is computed by dividing the NAVD 88
 DP7998.geopotential number by the normal gravity value computed on the
 DP7998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7998.degrees latitude (g = 980.6199 gals.).
 DP7998
 DP7998.The modeled gravity was interpolated from observed gravity values.
 DP7998
 DP7998;                    North         East    Units  Estimated Accuracy
 DP7998;SPC NJ       -   147,212.5     189,559.8     MT  (+/- 3 meters HH1 GPS) 
 DP7998
 DP7998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8212945792(NAD 83)
 DP7998
 DP7998                          SUPERSEDED SURVEY CONTROL
 DP7998
 DP7998.No superseded survey control is available for this station.
 DP7998
 DP7998_MARKER: DD = SURVEY DISK
 DP7998_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP7998_SP_SET: ELECTRICAL BOX FOUNDATION
 DP7998_STAMPING: 13 H 9 2012
 DP7998_MARK LOGO: NJGS
 DP7998_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7998+STABILITY: SURFACE MOTION
 DP7998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7998+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2022
 DP7998
 DP7998  HISTORY     - Date     Condition        Report By
 DP7998  HISTORY     - 20120523 MONUMENTED       NJGS
 DP7998  HISTORY     - 20180705 GOOD             NJGS
 DP7998  HISTORY     - 20220413 GOOD             AAAS
 DP7998
 DP7998                          STATION DESCRIPTION
 DP7998
 DP7998'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7998'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH-NORTHEAST OF POINT
 DP7998'PLEASANT, 4.7 MI (7.6 KM) NORTH OF POINT PLEASANT BEACH AND 4.4 MI
 DP7998'(7.1 KM) SOUTH-SOUTHWEST OF ASBURY PARK.  THE STATION IS LOCATED IN
 DP7998'THE BOROUGH OF SPRING LAKE HEIGHTS.
 DP7998'
 DP7998'THE STATION IS ON THE WEST SIDE OF STATE HIGHWAY 71, SET FLUSH IN A
 DP7998'DRILL HOLE AT THE SOUTHWEST CORNER OF A NEW JERSEY DEPARTMENT OF
 DP7998'TRANSPORTATION RECTANGULAR CONCRETE ELECTRICAL UTILITY BOX AT THE
 DP7998'NORTH END OF A TRIANGULAR SHAPED CONCRETE TRAFFIC ISLAND AT THE
 DP7998'NORTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY 71 AND ALLAIRE
 DP7998'ROAD (COUNTY ROAD 524).
 DP7998'
 DP7998'THE STATION IS 13.0 FT (4.0 M) SOUTHEAST FROM THE CENTERLINE OF A
 DP7998'RIGHT TURN EXIT LANE FROM THE SOUTHBOUND LANE OF STATE HIGHWAY 71 TO
 DP7998'ALLAIRE ROAD, 7.5 FT (2.3 M) SOUTH-SOUTHWEST FROM THE NORTH NOSE OF
 DP7998'THE TRAFFIC ISLAND, 7.5 FT (2.3 M) NORTH FROM A TRAFFIC SIGNAL POLE,
 DP7998'4.5 FT (1.4 M) SOUTH FROM A TRAFFIC DELINEATION SIGN WITH WITNESS SIGN
 DP7998'ATTACHED AND 26.0 FT (7.9 M) WEST FROM THE CENTERLINE OF STATE HIGHWAY
 DP7998'71.
 DP7998
 DP7998                          STATION RECOVERY (2018)
 DP7998
 DP7998'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP7998'RECOVERED IN GOOD CONDITION.
 DP7998
 DP7998                          STATION RECOVERY (2022)
 DP7998
 DP7998'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DP7998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6228 ***********************************************************************
 KV6228  DESIGNATION -  13 I 1
 KV6228  PID         -  KV6228
 KV6228  STATE/COUNTY-  NJ/MONMOUTH
 KV6228  COUNTRY     -  US
 KV6228  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6228
 KV6228                         *CURRENT SURVEY CONTROL
 KV6228  ______________________________________________________________________
 KV6228* NAD 83(2011) POSITION- 40 20 13.22793(N) 074 05 56.24001(W)   ADJUSTED
 KV6228* NAD 83(2011) ELLIP HT-   -16.126 (meters)        (06/27/12)   ADJUSTED
 KV6228* NAD 83(2011) EPOCH   -  2010.00
 KV6228* NAVD 88 ORTHO HEIGHT -    16.342 (meters)       53.62  (feet) ADJUSTED
 KV6228  ______________________________________________________________________
 KV6228  GEOID HEIGHT    -        -32.464 (meters)                     GEOID18
 KV6228  NAD 83(2011) X  -  1,333,871.597 (meters)                     COMP
 KV6228  NAD 83(2011) Y  - -4,682,268.674 (meters)                     COMP
 KV6228  NAD 83(2011) Z  -  4,106,570.090 (meters)                     COMP
 KV6228  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 KV6228  DYNAMIC HEIGHT  -         16.336 (meters)       53.60  (feet) COMP
 KV6228  MODELED GRAVITY -    980,205.8   (mgal)                       NAVD 88
 KV6228
 KV6228  VERT ORDER      -  FIRST     CLASS II
 KV6228
 KV6228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6228  Standards:
 KV6228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6228  -------------------------------------------------------------------
 KV6228  NETWORK    0.36   0.55           0.16   0.13   0.28      0.00680461
 KV6228  -------------------------------------------------------------------
 KV6228  Click here for local accuracies and other accuracy information.
 KV6228
 KV6228.The horizontal coordinates were established by GPS observations
 KV6228.and adjusted by the National Geodetic Survey in June 2012.
 KV6228
 KV6228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6228.been affixed to the stable North American tectonic plate. See 
 KV6228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6228
 KV6228.The horizontal coordinates are valid at the epoch date displayed above
 KV6228.which is a decimal equivalence of Year/Month/Day.
 KV6228
 KV6228.The orthometric height was determined by differential leveling and
 KV6228.adjusted by the NATIONAL GEODETIC SURVEY
 KV6228.in July 2020.
 KV6228
 KV6228.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6228.GEOID18 height accuracy estimate available here.
 KV6228
 KV6228.Click photographs - Photos may exist for this station.
 KV6228
 KV6228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6228
 KV6228.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6228
 KV6228.The ellipsoidal height was determined by GPS observations
 KV6228.and is referenced to NAD 83.
 KV6228
 KV6228.The dynamic height is computed by dividing the NAVD 88
 KV6228.geopotential number by the normal gravity value computed on the
 KV6228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6228.degrees latitude (g = 980.6199 gals.).
 KV6228
 KV6228.The modeled gravity was interpolated from observed gravity values.
 KV6228
 KV6228. The following values were computed from the NAD 83(2011) position.
 KV6228
 KV6228;                    North         East     Units Scale Factor Converg.
 KV6228;SPC NJ       -   167,008.482   184,074.417   MT  0.99991429   +0 15 34.5
 KV6228;SPC NJ       -   547,926.99    603,917.48   sFT  0.99991429   +0 15 34.5
 KV6228;UTM  18      - 4,465,552.423   576,533.959   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  =   0.99967463
 KV6228
 KV6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7653365552(NAD 83)
 KV6228
 KV6228                          SUPERSEDED SURVEY CONTROL
 KV6228
 KV6228  NAD 83(2007)-  40 20 13.22834(N)    074 05 56.24046(W) AD(2002.00) 0
 KV6228  ELLIP H (02/10/07)  -16.113  (m)                       GP(2002.00)    
 KV6228  ELLIP H (10/23/02)  -16.100  (m)                       GP(       ) 4 1
 KV6228  NAD 83(1996)-  40 20 13.22831(N)    074 05 56.24061(W) AD(       ) 1
 KV6228  ELLIP H (05/14/99)  -16.112  (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)  -16.161  (m)                       GP(       ) 3 1
 KV6228  NAD 83(1986)-  40 20 13.22824(N)    074 05 56.23945(W) AD(       ) 2
 KV6228  NAVD 88 (04/25/94)   16.4    (m)  GEOID93  model used  GPS OBS        
 KV6228  NGVD 29 (03/28/90)   16.9    (m)  RAPSU86  model used  GPS OBS        
 KV6228
 KV6228.Superseded values are not recommended for survey control.
 KV6228
 KV6228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6228.See file dsdata.pdf to determine how the superseded data were derived.
 KV6228
 KV6228_MARKER: DD = SURVEY DISK
 KV6228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6228_STAMPING: 13 I 1 1988
 KV6228_MARK LOGO: NJGS
 KV6228_PROJECTION: RECESSED 5 CENTIMETERS
 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 NOT SUITABLE FOR
 KV6228+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2019
 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  HISTORY     - 20070418 GOOD             JCLS
 KV6228  HISTORY     - 20190103 GOOD             NJGS
 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.
 KV6228
 KV6228                          STATION RECOVERY (2007)
 KV6228
 KV6228'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 KV6228'RECOVERED IN GOOD CONDITION.
 KV6228
 KV6228                          STATION RECOVERY (2019)
 KV6228
 KV6228'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JWB)
 KV6228'RECOVERED AS DESCRIBED.
 KV6228'
 KV6228'THE STATION IS NOT GPS SUITABLE NOW DUE TO TREES, 88 FT (26.8 M)
 KV6228'SOUTHEAST OF A SIDEWALK LEADING ACROSS THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6229 ***********************************************************************
 KV6229  DESIGNATION -  13 J 1
 KV6229  PID         -  KV6229
 KV6229  STATE/COUNTY-  NJ/MONMOUTH
 KV6229  COUNTRY     -  US
 KV6229  USGS QUAD   -  MARLBORO (2016)
 KV6229
 KV6229                         *CURRENT SURVEY CONTROL
 KV6229  ______________________________________________________________________
 KV6229* NAD 83(2011) POSITION- 40 20 47.73242(N) 074 08 46.78999(W)   ADJUSTED
 KV6229* NAD 83(2011) ELLIP HT-     0.777 (meters)        (06/27/12)   ADJUSTED
 KV6229* NAD 83(2011) EPOCH   -  2010.00
 KV6229* NAVD 88 ORTHO HEIGHT -    33.2   (meters)      109.    (feet) GPS OBS
 KV6229  ______________________________________________________________________
 KV6229  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6229  GEOID HEIGHT    -        -32.670 (meters)                     GEOID93
 KV6229  GEOID HEIGHT    -        -32.379 (meters)                     GEOID18
 KV6229  NAD 83(2011) X  -  1,329,814.918 (meters)                     COMP
 KV6229  NAD 83(2011) Y  - -4,682,719.625 (meters)                     COMP
 KV6229  NAD 83(2011) Z  -  4,107,392.224 (meters)                     COMP
 KV6229  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 KV6229
 KV6229  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6229  Standards:
 KV6229         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6229            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6229  -------------------------------------------------------------------
 KV6229  NETWORK    0.39   0.57           0.17   0.15   0.29      0.02992915
 KV6229  -------------------------------------------------------------------
 KV6229  Click here for local accuracies and other accuracy information.
 KV6229
 KV6229.The horizontal coordinates were established by GPS observations
 KV6229.and adjusted by the National Geodetic Survey in June 2012.
 KV6229
 KV6229.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6229.been affixed to the stable North American tectonic plate. See 
 KV6229.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6229
 KV6229.The horizontal coordinates are valid at the epoch date displayed above
 KV6229.which is a decimal equivalence of Year/Month/Day.
 KV6229
 KV6229.The orthometric height was determined by GPS observations and a
 KV6229.high-resolution geoid model.
 KV6229
 KV6229.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6229.GEOID18 height accuracy estimate available here.
 KV6229
 KV6229.Click photographs - Photos may exist for this station.
 KV6229
 KV6229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6229
 KV6229.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6229
 KV6229.The ellipsoidal height was determined by GPS observations
 KV6229.and is referenced to NAD 83.
 KV6229
 KV6229. The following values were computed from the NAD 83(2011) position.
 KV6229
 KV6229;                    North         East     Units Scale Factor Converg.
 KV6229;SPC NJ       -   168,055.502   180,044.977   MT  0.99991111   +0 13 44.3
 KV6229;SPC NJ       -   551,362.09    590,697.56   sFT  0.99991111   +0 13 44.3
 KV6229;UTM  18      - 4,466,576.412   572,499.655   MT  0.99966470   +0 33 09.7
 KV6229
 KV6229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6229!SPC NJ       -   0.99999988  x   0.99991111  =   0.99991099
 KV6229!UTM  18      -   0.99999988  x   0.99966470  =   0.99966458
 KV6229
 KV6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7249966576(NAD 83)
 KV6229
 KV6229                          SUPERSEDED SURVEY CONTROL
 KV6229
 KV6229  NAD 83(2007)-  40 20 47.73282(N)    074 08 46.79046(W) AD(2002.00) 0
 KV6229  ELLIP H (02/10/07)    0.789  (m)                       GP(2002.00)    
 KV6229  ELLIP H (10/23/02)    0.802  (m)                       GP(       ) 4 1
 KV6229  NAD 83(1996)-  40 20 47.73283(N)    074 08 46.79064(W) AD(       ) 1
 KV6229  ELLIP H (05/14/99)    0.791  (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)    0.741  (m)                       GP(       ) 3 1
 KV6229  ELLIP H (01/27/92)    0.851  (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)  RAPSU86  model used  GPS OBS        
 KV6229
 KV6229.Superseded values are not recommended for survey control.
 KV6229
 KV6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6229.See file dsdata.pdf to determine how the superseded data were derived.
 KV6229
 KV6229_MARKER: DD = SURVEY DISK
 KV6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6229_STAMPING: 13 J 1 1988
 KV6229_MARK LOGO: NJGS
 KV6229_PROJECTION: RECESSED 5 CENTIMETERS
 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 - February 17, 2021
 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  HISTORY     - 20210217 GOOD             NJGS
 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.
 KV6229
 KV6229                          STATION RECOVERY (2021)
 KV6229
 KV6229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV6229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7906 ***********************************************************************
 DP7906  DESIGNATION -  13 J 10
 DP7906  PID         -  DP7906
 DP7906  STATE/COUNTY-  NJ/MONMOUTH
 DP7906  COUNTRY     -  US
 DP7906  USGS QUAD   -  POINT PLEASANT (2019)
 DP7906
 DP7906                         *CURRENT SURVEY CONTROL
 DP7906  ______________________________________________________________________
 DP7906* NAD 83(1986) POSITION- 40 06 12.71   (N) 074 02 05.37   (W)   HD_HELD1
 DP7906* NAVD 88 ORTHO HEIGHT -     1.859 (meters)        6.10  (feet) ADJUSTED
 DP7906  ______________________________________________________________________
 DP7906  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 DP7906  DYNAMIC HEIGHT  -          1.858 (meters)        6.10  (feet) COMP
 DP7906  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 DP7906
 DP7906  VERT ORDER      -  FIRST     CLASS II
 DP7906
 DP7906.The horizontal coordinates were determined by differentially corrected
 DP7906.hand held GPS observations or other comparable positioning techniques
 DP7906.and have an estimated accuracy of +/- 3 meters.
 DP7906
 DP7906.The orthometric height was determined by differential leveling and
 DP7906.adjusted by the NATIONAL GEODETIC SURVEY
 DP7906.in September 2015.
 DP7906
 DP7906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7906.GEOID18 height accuracy estimate available here.
 DP7906
 DP7906.Click photographs - Photos may exist for this station.
 DP7906
 DP7906.The dynamic height is computed by dividing the NAVD 88
 DP7906.geopotential number by the normal gravity value computed on the
 DP7906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7906.degrees latitude (g = 980.6199 gals.).
 DP7906
 DP7906.The modeled gravity was interpolated from observed gravity values.
 DP7906
 DP7906;                    North         East    Units  Estimated Accuracy
 DP7906;SPC NJ       -   141,112.5     189,659.1     MT  (+/- 3 meters HH1 GPS) 
 DP7906
 DP7906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8226339694(NAD 83)
 DP7906
 DP7906                          SUPERSEDED SURVEY CONTROL
 DP7906
 DP7906.No superseded survey control is available for this station.
 DP7906
 DP7906_MARKER: DD = SURVEY DISK
 DP7906_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7906_SP_SET: STEP LANDING
 DP7906_STAMPING: 13 J 10 2013
 DP7906_MARK LOGO: NJGS
 DP7906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7906+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2025
 DP7906
 DP7906  HISTORY     - Date     Condition        Report By
 DP7906  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7906  HISTORY     - 20250314 GOOD             CANTER
 DP7906
 DP7906                          STATION DESCRIPTION
 DP7906
 DP7906'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7906'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7906'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7906'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7906'
 DP7906'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST END OF THE LANDING
 DP7906'FOR STEPS LEADING FROM A CONCRETE PLATFORM TO THE BULKHEAD SIDEWALK ON
 DP7906'THE SOUTH SIDE OF THE RESTROOM FACILITY AT THE END OF RIVERSIDE ROAD,
 DP7906'AT THE SOUTHERLY END OF THE OCEAN WALKWAY.
 DP7906'
 DP7906'THE STATION IS NORTHWEST OF THE NORTHWEST END OF THE ROCK JETTY, 16.3
 DP7906'FT (5.0 M) SOUTHWEST OF A LIGHT POST, 20 FT (6.1 M) SOUTHWEST OF THE
 DP7906'SOUTHWEST CORNER OF A WOODEN STAIRCASE OF THE FACILITY, 22 FT (6.7 M)
 DP7906'SOUTHEAST OF THE CURB ANGLE POINT FOR THE PARKING AREA OF RIVERSIDE
 DP7906'ROAD, 17.5 FT (5.3 M) NORTHEAST OF THE NORTHEAST RAIL OF THE BULKHEAD
 DP7906'RAIL.
 DP7906
 DP7906                          STATION RECOVERY (2025)
 DP7906
 DP7906'RECOVERY NOTE BY CANTER SURVEYING GPS 2025 (JDB)
 DP7906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9955 ***********************************************************************
 DP9955  DESIGNATION -  13 J 11
 DP9955  PID         -  DP9955
 DP9955  STATE/COUNTY-  NJ/MONMOUTH
 DP9955  COUNTRY     -  US
 DP9955  USGS QUAD   -  KEYPORT (2016)
 DP9955
 DP9955                         *CURRENT SURVEY CONTROL
 DP9955  ______________________________________________________________________
 DP9955* NAD 83(1986) POSITION- 40 25 24.59   (N) 074 12 59.30   (W)   HD_HELD1
 DP9955* NAVD 88 ORTHO HEIGHT -    10.595 (meters)       34.76  (feet) ADJUSTED
 DP9955  ______________________________________________________________________
 DP9955  GEOID HEIGHT    -        -32.370 (meters)                     GEOID18
 DP9955  DYNAMIC HEIGHT  -         10.591 (meters)       34.75  (feet) COMP
 DP9955  MODELED GRAVITY -    980,222.0   (mgal)                       NAVD 88
 DP9955
 DP9955  VERT ORDER      -  FIRST     CLASS II
 DP9955
 DP9955.The horizontal coordinates were determined by differentially corrected
 DP9955.hand held GPS observations or other comparable positioning techniques
 DP9955.and have an estimated accuracy of +/- 3 meters.
 DP9955
 DP9955.The orthometric height was determined by differential leveling and
 DP9955.adjusted by the NATIONAL GEODETIC SURVEY
 DP9955.in February 2016.
 DP9955
 DP9955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9955.GEOID18 height accuracy estimate available here.
 DP9955
 DP9955.Click photographs - Photos may exist for this station.
 DP9955
 DP9955.The dynamic height is computed by dividing the NAVD 88
 DP9955.geopotential number by the normal gravity value computed on the
 DP9955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9955.degrees latitude (g = 980.6199 gals.).
 DP9955
 DP9955.The modeled gravity was interpolated from observed gravity values.
 DP9955
 DP9955;                    North         East    Units  Estimated Accuracy
 DP9955;SPC NJ       -   176,572.9     174,058.9     MT  (+/- 3 meters HH1 GPS) 
 DP9955
 DP9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6646775057(NAD 83)
 DP9955
 DP9955                          SUPERSEDED SURVEY CONTROL
 DP9955
 DP9955.No superseded survey control is available for this station.
 DP9955
 DP9955_MARKER: DD = SURVEY DISK
 DP9955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9955_SP_SET: TRAFFIC SIGNAL BASE
 DP9955_STAMPING: 13 J 11 2015
 DP9955_MARK LOGO: NJGS
 DP9955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9955+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9955
 DP9955  HISTORY     - Date     Condition        Report By
 DP9955  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9955
 DP9955                          STATION DESCRIPTION
 DP9955
 DP9955'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9955'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF SOUTH AMBOY
 DP9955'JUNCTION, 5.4 MI (8.7 KM) SOUTHEAST OF SOUTH AMBOY AND 1.1 MI (1.8 KM)
 DP9955'SOUTHWEST OF KEYPORT, IN ABERDEEN TOWNSHIP.
 DP9955'
 DP9955'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 DP9955'TRAFFIC SIGNAL BASE LOCATED ON THE SOUTHEAST CORNER OF THE JUNCTION OF
 DP9955'LOWER MAIN STREET (COUNTY ROUTE 516) AND GERARD AVENUE.
 DP9955'
 DP9955'THE STATION IS 37 FT (11.3 M) SOUTHWEST OF THE CENTERLINE OF GERARD
 DP9955'AVENUE, 49.2 FT (15.0 M) NORTHWEST OF POLE NUMBER JC254ABT, 7.5 FT
 DP9955'(2.3 M) SOUTH OF THE CURB, 18.6 FT (5.7 M) NORTHEAST OF THE NORTHEAST
 DP9955'END OF THE BALUSTRADE END POST FOR THE ROUTE 516 BRIDGE OVER THE
 DP9955'GARDEN STATE PARKWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9999 ***********************************************************************
 DP9999  DESIGNATION -  13 J 12
 DP9999  PID         -  DP9999
 DP9999  STATE/COUNTY-  NJ/MONMOUTH
 DP9999  COUNTRY     -  US
 DP9999  USGS QUAD   -  FARMINGDALE (2016)
 DP9999
 DP9999                         *CURRENT SURVEY CONTROL
 DP9999  ______________________________________________________________________
 DP9999* NAD 83(1986) POSITION- 40 14 03.49   (N) 074 13 17.38   (W)   HD_HELD1
 DP9999* NAVD 88 ORTHO HEIGHT -    37.168 (meters)      121.94  (feet) ADJUSTED
 DP9999  ______________________________________________________________________
 DP9999  GEOID HEIGHT    -        -32.418 (meters)                     GEOID18
 DP9999  DYNAMIC HEIGHT  -         37.152 (meters)      121.89  (feet) COMP
 DP9999  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 DP9999
 DP9999  VERT ORDER      -  FIRST     CLASS II
 DP9999
 DP9999.The horizontal coordinates were determined by differentially corrected
 DP9999.hand held GPS observations or other comparable positioning techniques
 DP9999.and have an estimated accuracy of +/- 3 meters.
 DP9999
 DP9999.The orthometric height was determined by differential leveling and
 DP9999.adjusted by the NATIONAL GEODETIC SURVEY
 DP9999.in February 2016.
 DP9999
 DP9999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9999.GEOID18 height accuracy estimate available here.
 DP9999
 DP9999.Click photographs - Photos may exist for this station.
 DP9999
 DP9999.The dynamic height is computed by dividing the NAVD 88
 DP9999.geopotential number by the normal gravity value computed on the
 DP9999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9999.degrees latitude (g = 980.6199 gals.).
 DP9999
 DP9999.The modeled gravity was interpolated from observed gravity values.
 DP9999
 DP9999;                    North         East    Units  Estimated Accuracy
 DP9999;SPC NJ       -   155,565.3     173,698.8     MT  (+/- 3 meters HH1 GPS) 
 DP9999
 DP9999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6622554053(NAD 83)
 DP9999
 DP9999                          SUPERSEDED SURVEY CONTROL
 DP9999
 DP9999.No superseded survey control is available for this station.
 DP9999
 DP9999_MARKER: DD = SURVEY DISK
 DP9999_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP9999_SP_SET: JUNCTION BOX
 DP9999_STAMPING: 13 J 12 2015
 DP9999_MARK LOGO: NJGS
 DP9999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9999+STABILITY: SURFACE MOTION
 DP9999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9999+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2018
 DP9999
 DP9999  HISTORY     - Date     Condition        Report By
 DP9999  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9999  HISTORY     - 20180514 GOOD             NJGS
 DP9999
 DP9999                          STATION DESCRIPTION
 DP9999
 DP9999'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9999'THE STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTHWEST OF FARMINGDALE,
 DP9999'3.3 MI (5.3 KM) EAST-SOUTHEAST OF FREEHOLD AND 2.2 MI (3.5 KM)
 DP9999'EAST-NORTHEAST OF ADELPHIA, IN HOWELL TOWNSHIP.
 DP9999'
 DP9999'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN
 DP9999'ELECTRICAL MANHOLE JUNCTION BOX IN THE CONCRETE ISLAND ON THE
 DP9999'NORTHWEST CORNER OF PARK AVENUE (NEW JERSEY BUSINESS ROUTE 33) AND
 DP9999'BRICKYARD ROAD.
 DP9999'
 DP9999'THE STATION IS 6.6 FT (2.0 M) NORTH-NORTHEAST OF HE NORTH CURB OF PARK
 DP9999'AVENUE, 9 FT (2.7 M) NORTHWEST OF THE EAST CURB OF BRICKYARD ROAD, 7.8
 DP9999'FT (2.4 M) SOUTHEAST OF THE TRAFFIC SIGNAL, 24.8 FT (7.6 M) NORTHWEST
 DP9999'OF THE CENTERLINE OF BRICKYARD ROAD.
 DP9999
 DP9999                          STATION RECOVERY (2018)
 DP9999
 DP9999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP9999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5275 ***********************************************************************
 DR5275  DESIGNATION -  13 J 13
 DR5275  PID         -  DR5275
 DR5275  STATE/COUNTY-  NJ/MONMOUTH
 DR5275  COUNTRY     -  US
 DR5275  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5275
 DR5275                         *CURRENT SURVEY CONTROL
 DR5275  ______________________________________________________________________
 DR5275* NAD 83(1986) POSITION- 40 25 53.34   (N) 074 06 43.39   (W)   HD_HELD1
 DR5275* NAVD 88 ORTHO HEIGHT -     2.550 (meters)        8.37  (feet) ADJUSTED
 DR5275  ______________________________________________________________________
 DR5275  GEOID HEIGHT    -        -32.362 (meters)                     GEOID18
 DR5275  DYNAMIC HEIGHT  -          2.549 (meters)        8.36  (feet) COMP
 DR5275  MODELED GRAVITY -    980,219.5   (mgal)                       NAVD 88
 DR5275
 DR5275  VERT ORDER      -  FIRST     CLASS II
 DR5275
 DR5275.The horizontal coordinates were determined by differentially corrected
 DR5275.hand held GPS observations or other comparable positioning techniques
 DR5275.and have an estimated accuracy of +/- 3 meters.
 DR5275
 DR5275.The orthometric height was determined by differential leveling and
 DR5275.adjusted by the NATIONAL GEODETIC SURVEY
 DR5275.in July 2020.
 DR5275
 DR5275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5275.GEOID18 height accuracy estimate available here.
 DR5275
 DR5275.Click photographs - Photos may exist for this station.
 DR5275
 DR5275.The dynamic height is computed by dividing the NAVD 88
 DR5275.geopotential number by the normal gravity value computed on the
 DR5275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5275.degrees latitude (g = 980.6199 gals.).
 DR5275
 DR5275.The modeled gravity was interpolated from observed gravity values.
 DR5275
 DR5275;                    North         East    Units  Estimated Accuracy
 DR5275;SPC NJ       -   177,493.3     182,915.6     MT  (+/- 3 meters HH1 GPS) 
 DR5275
 DR5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7531676027(NAD 83)
 DR5275
 DR5275                          SUPERSEDED SURVEY CONTROL
 DR5275
 DR5275.No superseded survey control is available for this station.
 DR5275
 DR5275_MARKER: DD = SURVEY DISK
 DR5275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5275_SP_SET: BOX CULVERT
 DR5275_STAMPING: 13 J 13 2018
 DR5275_MARK LOGO: NJGS
 DR5275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5275+STABILITY: SURFACE MOTION
 DR5275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5275+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2018
 DR5275
 DR5275  HISTORY     - Date     Condition        Report By
 DR5275  HISTORY     - 20181024 MONUMENTED       NJGS
 DR5275
 DR5275                          STATION DESCRIPTION
 DR5275
 DR5275'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5275'THE STATION IS ABOUT 9.9 MI (15.9 KM) EAST-SOUTHEAST OF SOUTH AMBOY
 DR5275'JUNCTION, 9.6 MI (15.4 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 4.6 MI
 DR5275'(7.4 KM) EAST OF KEYPORT, IN MIDDLETOWN TOWNSHIP, PORT MONMOUTH.
 DR5275'
 DR5275'TO REACH FROM MAIN STREET AND NEW JERSEY STATE ROUTE 36, GO 0.45 MI
 DR5275'(0.72 KM) WEST-NORTHWEST ON NEW JERSEY STATE ROUTE 36 TO THE STATION
 DR5275'ON THE RIGHT.
 DR5275'
 DR5275'THE STATION IS SET IN A DRILL HOLE ON THE TOP EDGE OF THE NORTHEAST
 DR5275'SIDE OF THE BOX CULVERT (NUMBERED 1315-153 MILEPOST 19.35) SPANNING
 DR5275'NEW JERSEY STATE ROUTE 36.
 DR5275'
 DR5275'THE STATION IS 127.75 FT (38.9 M) SOUTHEAST OF A POWER POLE BT3588MDT,
 DR5275'39.5 FT (12.0 M) NORTHWEST OF A POWER POLE BT3589MDT, 7.33 FT (2.2 M)
 DR5275'NORTHEAST OF THE NORTH CURB OF NEW JERSEY STATE ROUTE 36, 18 FT (5.5
 DR5275'M) SOUTHWEST OF THE STRUCTURE SIGN (1315-153, MILE POST 19.35) WITH
 DR5275'WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5351 ***********************************************************************
 DR5351  DESIGNATION -  13 J 14
 DR5351  PID         -  DR5351
 DR5351  STATE/COUNTY-  NJ/MONMOUTH
 DR5351  COUNTRY     -  US
 DR5351  USGS QUAD   -  LONG BRANCH EAST (2019)
 DR5351
 DR5351                         *CURRENT SURVEY CONTROL
 DR5351  ______________________________________________________________________
 DR5351* NAD 83(1986) POSITION- 40 21 44.61   (N) 073 58 26.24   (W)   HD_HELD1
 DR5351* NAVD 88 ORTHO HEIGHT -     1.525 (meters)        5.00  (feet) ADJUSTED
 DR5351  ______________________________________________________________________
 DR5351  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 DR5351  DYNAMIC HEIGHT  -          1.524 (meters)        5.00  (feet) COMP
 DR5351  MODELED GRAVITY -    980,177.4   (mgal)                       NAVD 88
 DR5351
 DR5351  VERT ORDER      -  FIRST     CLASS II
 DR5351
 DR5351.The horizontal coordinates were determined by differentially corrected
 DR5351.hand held GPS observations or other comparable positioning techniques
 DR5351.and have an estimated accuracy of +/- 3 meters.
 DR5351
 DR5351.The orthometric height was determined by differential leveling and
 DR5351.adjusted by the NATIONAL GEODETIC SURVEY
 DR5351.in July 2020.
 DR5351
 DR5351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5351.GEOID18 height accuracy estimate available here.
 DR5351
 DR5351.Click photographs - Photos may exist for this station.
 DR5351
 DR5351.The dynamic height is computed by dividing the NAVD 88
 DR5351.geopotential number by the normal gravity value computed on the
 DR5351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5351.degrees latitude (g = 980.6199 gals.).
 DR5351
 DR5351.The modeled gravity was interpolated from observed gravity values.
 DR5351
 DR5351;                    North         East    Units  Estimated Accuracy
 DR5351;SPC NJ       -   169,882.5     194,678.2     MT  (+/- 3 meters HH1 GPS) 
 DR5351
 DR5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8711868485(NAD 83)
 DR5351
 DR5351                          SUPERSEDED SURVEY CONTROL
 DR5351
 DR5351.No superseded survey control is available for this station.
 DR5351
 DR5351_MARKER: DD = SURVEY DISK
 DR5351_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5351_SP_SET: BUS SHELTER FOUNDATION
 DR5351_STAMPING: 13 J 14 2018
 DR5351_MARK LOGO: NJGS
 DR5351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5351+STABILITY: SURFACE MOTION
 DR5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5351+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2021
 DR5351
 DR5351  HISTORY     - Date     Condition        Report By
 DR5351  HISTORY     - 20181017 MONUMENTED       NJGS
 DR5351  HISTORY     - 20211013 GOOD             AAAS
 DR5351
 DR5351                          STATION DESCRIPTION
 DR5351
 DR5351'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5351'THE MARK IS LOCATED ABOUT 12.9 MI (20.8 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5351'10.0 MI (16.1 KM) NORTH-NORTHEAST OF ASBURY PARK AND 4.1 MI (6.6 KM)
 DR5351'NORTH-NORTHEAST OF LONG BRANCH, IN SEA BRIGHT.
 DR5351'
 DR5351'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE BASE
 DR5351'OF THE BUS SHELTER ON THE SOUTHEAST CORNER OF THE JUNCTION OF RIVER
 DR5351'STREET AND OCEAN AVENUE (NEW JERSEY STATE ROUTE 36).
 DR5351'
 DR5351'THE STATION IS 26 FT (7.9 M) SOUTH OF THE CENTERLINE OF RIVER STREET,
 DR5351'14 FT (4.3 M) EAST OF THE EAST CURB OF NEW JERSEY STATE ROUTE 36, 3 FT
 DR5351'(0.9 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE SHELTER, 44.4
 DR5351'FT (13.5 M) SOUTH-SOUTHEAST OF POLE NUMBER JC152SBR, 11 FT (3.4 M)
 DR5351'EAST OF THE TRAFFIC SIGNAL MAST.
 DR5351
 DR5351                          STATION RECOVERY (2021)
 DR5351
 DR5351'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DR5351'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DR5351'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5346 ***********************************************************************
 DR5346  DESIGNATION -  13 J 15
 DR5346  PID         -  DR5346
 DR5346  STATE/COUNTY-  NJ/MONMOUTH
 DR5346  COUNTRY     -  US
 DR5346  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5346
 DR5346                         *CURRENT SURVEY CONTROL
 DR5346  ______________________________________________________________________
 DR5346* NAD 83(1986) POSITION- 40 19 35.36   (N) 074 01 15.59   (W)   HD_HELD1
 DR5346* NAVD 88 ORTHO HEIGHT -     4.792 (meters)       15.72  (feet) ADJUSTED
 DR5346  ______________________________________________________________________
 DR5346  GEOID HEIGHT    -        -32.637 (meters)                     GEOID18
 DR5346  DYNAMIC HEIGHT  -          4.790 (meters)       15.72  (feet) COMP
 DR5346  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 DR5346
 DR5346  VERT ORDER      -  FIRST     CLASS II
 DR5346
 DR5346.The horizontal coordinates were determined by differentially corrected
 DR5346.hand held GPS observations or other comparable positioning techniques
 DR5346.and have an estimated accuracy of +/- 3 meters.
 DR5346
 DR5346.The orthometric height was determined by differential leveling and
 DR5346.adjusted by the NATIONAL GEODETIC SURVEY
 DR5346.in July 2020.
 DR5346
 DR5346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5346.GEOID18 height accuracy estimate available here.
 DR5346
 DR5346.Click photographs - Photos may exist for this station.
 DR5346
 DR5346.The dynamic height is computed by dividing the NAVD 88
 DR5346.geopotential number by the normal gravity value computed on the
 DR5346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5346.degrees latitude (g = 980.6199 gals.).
 DR5346
 DR5346.The modeled gravity was interpolated from observed gravity values.
 DR5346
 DR5346;                    North         East    Units  Estimated Accuracy
 DR5346;SPC NJ       -   165,873.5     190,704.4     MT  (+/- 3 meters HH1 GPS) 
 DR5346
 DR5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8316864455(NAD 83)
 DR5346
 DR5346                          SUPERSEDED SURVEY CONTROL
 DR5346
 DR5346.No superseded survey control is available for this station.
 DR5346
 DR5346_MARKER: DD = SURVEY DISK
 DR5346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5346_SP_SET: BRIDGE SIDEWALK
 DR5346_STAMPING: 13 J 15 2018
 DR5346_MARK LOGO: NJGS
 DR5346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5346+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2018
 DR5346
 DR5346  HISTORY     - Date     Condition        Report By
 DR5346  HISTORY     - 20181226 MONUMENTED       NJGS
 DR5346
 DR5346                          STATION DESCRIPTION
 DR5346
 DR5346'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5346'THE MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) NORTHEAST OF FARMINGDALE,
 DR5346'7.3 MI (11.7 KM) NORTH OF ASBURY PARK AND 2.1 MI (3.4 KM) NORTHWEST OF
 DR5346'LONG BRANCH, IN LITTLE SILVER.
 DR5346'
 DR5346'TO REACH FROM THE POST OFFICE AND MUNICIPAL BUILDING COMPLEX IN LITTLE
 DR5346'SILVER, GO 0.1 MI (0.2 KM) NORTHWEST ON PROSPECT AVENUE.  TURN RIGHT
 DR5346'AND GO 0.45 MI (0.72 KM) NORTHEAST ON RUMSON ROAD (COUNTY ROUTE 520)
 DR5346'TO THE JUNCTION WITH SEVEN BRIDGES ROAD.  TURN RIGHT AND GO 1.5 MI
 DR5346'(2.4 KM) SOUTHEAST ON SEVEN BRIDGE ROAD TO THE STATION ON THE RIGHT.
 DR5346'
 DR5346'THE STATION IS SET IN A DRILL HOLE IN THE BRIDGE SIDEWALK ON TOP OF
 DR5346'THE NORTHWEST ABUTMENT OF THE SEVEN BRIDGES ROAD BRIDGE SPANNING THE
 DR5346'SHREWSBURY RIVER, 2.5 FT (0.8 M) SOUTHWEST OF THE CURB, 31 FT (9.4 M)
 DR5346'SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE BALUSTRADE AT THE
 DR5346'NORTHWEST END OF THE BRIDGE, 2.5 FT (0.8 M) NORTHEAST OF THE NORTHEAST
 DR5346'FACE OF THE BALUSTRADE.  THE STATION IS 27.5 FT (8.4 M)
 DR5346'SOUTH-SOUTHWEST OF THE NAMEPLATE (GOOSENECK BRIDGE 1962, E-18).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5375 ***********************************************************************
 DR5375  DESIGNATION -  13 J 16
 DR5375  PID         -  DR5375
 DR5375  STATE/COUNTY-  NJ/MONMOUTH
 DR5375  COUNTRY     -  US
 DR5375  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5375
 DR5375                         *CURRENT SURVEY CONTROL
 DR5375  ______________________________________________________________________
 DR5375* NAD 83(1986) POSITION- 40 19 50.77   (N) 074 07 15.89   (W)   HD_HELD1
 DR5375* NAVD 88 ORTHO HEIGHT -    22.161 (meters)       72.71  (feet) ADJUSTED
 DR5375  ______________________________________________________________________
 DR5375  GEOID HEIGHT    -        -32.432 (meters)                     GEOID18
 DR5375  DYNAMIC HEIGHT  -         22.152 (meters)       72.68  (feet) COMP
 DR5375  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 DR5375
 DR5375  VERT ORDER      -  FIRST     CLASS II
 DR5375
 DR5375.The horizontal coordinates were determined by differentially corrected
 DR5375.hand held GPS observations or other comparable positioning techniques
 DR5375.and have an estimated accuracy of +/- 3 meters.
 DR5375
 DR5375.The orthometric height was determined by differential leveling and
 DR5375.adjusted by the NATIONAL GEODETIC SURVEY
 DR5375.in July 2020.
 DR5375
 DR5375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5375.GEOID18 height accuracy estimate available here.
 DR5375
 DR5375.Click photographs - Photos may exist for this station.
 DR5375
 DR5375.The dynamic height is computed by dividing the NAVD 88
 DR5375.geopotential number by the normal gravity value computed on the
 DR5375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5375.degrees latitude (g = 980.6199 gals.).
 DR5375
 DR5375.The modeled gravity was interpolated from observed gravity values.
 DR5375
 DR5375;                    North         East    Units  Estimated Accuracy
 DR5375;SPC NJ       -   166,307.6     182,197.5     MT  (+/- 3 meters HH1 GPS) 
 DR5375
 DR5375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7466164841(NAD 83)
 DR5375
 DR5375                          SUPERSEDED SURVEY CONTROL
 DR5375
 DR5375.No superseded survey control is available for this station.
 DR5375
 DR5375_MARKER: DD = SURVEY DISK
 DR5375_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5375+WITH SETTING: PAVEMENT
 DR5375_SP_SET: ELECTRICAL JUNCTION BOX
 DR5375_STAMPING: 13 J 16 2019
 DR5375_MARK LOGO: NJGS
 DR5375_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5375+STABILITY: SURFACE MOTION
 DR5375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5375+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 DR5375
 DR5375  HISTORY     - Date     Condition        Report By
 DR5375  HISTORY     - 20190225 MONUMENTED       NJGS
 DR5375
 DR5375                          STATION DESCRIPTION
 DR5375
 DR5375'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 DR5375'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF KEYPORT,
 DR5375'7.0 MI (11.3 KM) WEST-NORTHWEST OF LONG BRANCH AND 6.7 MI (10.8 KM)
 DR5375'EAST OF MARLBORO, IN MIDDLETOWN TOWNSHIP, LINCROFT.
 DR5375'
 DR5375'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE RIM
 DR5375'OF AN ELECTRICAL JUNCTION BOX MANHOLE ON THE SOUTHWEST CORNER OF THE
 DR5375'JUNCTION OF NEWMAN SPRING ROAD (COUNTY ROUTE 520) AND LINCROFT ROAD
 DR5375'(COUNTY ROUTE 50).
 DR5375'
 DR5375'THE STATION IS 6.3 FT (1.9 M) SOUTH-SOUTHWEST OF THE CURB OF NEWMAN
 DR5375'SPRING ROAD (COUNTY ROUTE 520), 4.8 FT (1.5 M) NORTH-NORTHEAST OF THE
 DR5375'NORTHWEST CORNER OF THE TRAFFIC CONTROL BOX BASE, 17.6 FT (5.4 M) MW
 DR5375'OF POLE NUMBER JC90390MDT, 22.7 FT (6.9 M) SOUTHEAST OF A PEDESTRIAN
 DR5375'TRAFFIC LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6317 ***********************************************************************
 KV6317  DESIGNATION -  13 J 2
 KV6317  PID         -  KV6317
 KV6317  STATE/COUNTY-  NJ/MONMOUTH
 KV6317  COUNTRY     -  US
 KV6317  USGS QUAD   -  ROOSEVELT (2019)
 KV6317
 KV6317                         *CURRENT SURVEY CONTROL
 KV6317  ______________________________________________________________________
 KV6317* NAD 83(1986) POSITION- 40 09 59.     (N) 074 26 25.     (W)   SCALED
 KV6317* NAVD 88 ORTHO HEIGHT -    45.644 (meters)      149.75  (feet) ADJUSTED
 KV6317  ______________________________________________________________________
 KV6317  GEOID HEIGHT    -        -32.407 (meters)                     GEOID18
 KV6317  DYNAMIC HEIGHT  -         45.625 (meters)      149.69  (feet) COMP
 KV6317  MODELED GRAVITY -    980,209.2   (mgal)                       NAVD 88
 KV6317
 KV6317  VERT ORDER      -  FIRST     CLASS II
 KV6317
 KV6317.The horizontal coordinates were scaled from a map and have
 KV6317.an estimated accuracy of +/- 6 seconds.
 KV6317
 KV6317.The orthometric height was determined by differential leveling and
 KV6317.adjusted by the NATIONAL GEODETIC SURVEY
 KV6317.in June 1991.
 KV6317
 KV6317.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6317.GEOID18 height accuracy estimate available here.
 KV6317
 KV6317.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK476463(NAD 83)
 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
 KV6317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6317.See file dsdata.pdf to determine how the superseded data were derived.
 KV6317
 KV6317_MARKER: Z = SEE DESCRIPTION
 KV6317_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 DF5260 ***********************************************************************
 DF5260  DESIGNATION -  13 J 3
 DF5260  PID         -  DF5260
 DF5260  STATE/COUNTY-  NJ/MONMOUTH
 DF5260  COUNTRY     -  US
 DF5260  USGS QUAD   -  ROOSEVELT (2019)
 DF5260
 DF5260                         *CURRENT SURVEY CONTROL
 DF5260  ______________________________________________________________________
 DF5260* NAD 83(2011) POSITION- 40 12 25.80399(N) 074 28 45.30053(W)   ADJUSTED
 DF5260* NAD 83(2011) ELLIP HT-    22.549 (meters)        (06/27/12)   ADJUSTED
 DF5260* NAD 83(2011) EPOCH   -  2010.00
 DF5260* NAVD 88 ORTHO HEIGHT -    55.0   (meters)      180.    (feet) GPS OBS
 DF5260  ______________________________________________________________________
 DF5260  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5260  GEOID HEIGHT    -        -32.457 (meters)                     GEOID99
 DF5260  GEOID HEIGHT    -        -32.480 (meters)                     GEOID18
 DF5260  NAD 83(2011) X  -  1,305,266.112 (meters)                     COMP
 DF5260  NAD 83(2011) Y  - -4,700,027.159 (meters)                     COMP
 DF5260  NAD 83(2011) Z  -  4,095,594.840 (meters)                     COMP
 DF5260  LAPLACE CORR    -          3.69  (seconds)                    DEFLEC18
 DF5260
 DF5260  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5260  Standards:
 DF5260         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5260            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5260  -------------------------------------------------------------------
 DF5260  NETWORK    0.86   1.33           0.39   0.29   0.68      0.29644845
 DF5260  -------------------------------------------------------------------
 DF5260  Click here for local accuracies and other accuracy information.
 DF5260
 DF5260.The horizontal coordinates were established by GPS observations
 DF5260.and adjusted by the National Geodetic Survey in June 2012.
 DF5260
 DF5260.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5260.been affixed to the stable North American tectonic plate. See 
 DF5260.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5260
 DF5260.The horizontal coordinates are valid at the epoch date displayed above
 DF5260.which is a decimal equivalence of Year/Month/Day.
 DF5260
 DF5260.The orthometric height was determined by GPS observations and a
 DF5260.high-resolution geoid model.
 DF5260
 DF5260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5260.GEOID18 height accuracy estimate available here.
 DF5260
 DF5260.Click photographs - Photos may exist for this station.
 DF5260
 DF5260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5260
 DF5260.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5260
 DF5260.The ellipsoidal height was determined by GPS observations
 DF5260.and is referenced to NAD 83.
 DF5260
 DF5260. The following values were computed from the NAD 83(2011) position.
 DF5260
 DF5260;                    North         East     Units Scale Factor Converg.
 DF5260;SPC NJ       -   152,515.525   151,766.367   MT  0.99990004   +0 00 48.2
 DF5260;SPC NJ       -   500,378.02    497,920.16   sFT  0.99990004   +0 00 48.2
 DF5260;UTM  18      - 4,450,881.239   544,316.530   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4431650881(NAD 83)
 DF5260
 DF5260                          SUPERSEDED SURVEY CONTROL
 DF5260
 DF5260  NAD 83(2007)-  40 12 25.80453(N)    074 28 45.30116(W) AD(2002.00) 0
 DF5260  ELLIP H (02/10/07)   22.554  (m)                       GP(2002.00)    
 DF5260  NAD 83(1996)-  40 12 25.80448(N)    074 28 45.30117(W) AD(       ) 1
 DF5260  ELLIP H (04/17/03)   22.579  (m)                       GP(       ) 3 1
 DF5260
 DF5260.Superseded values are not recommended for survey control.
 DF5260
 DF5260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5260.See file dsdata.pdf to determine how the superseded data were derived.
 DF5260
 DF5260_STAMPING: 13 J 3 1991
 DF5260_MARK LOGO: NJGS
 DF5260_PROJECTION: FLUSH
 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  HISTORY     - 20170215 MARK NOT FOUND   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 WILDLIFE MANAGEMENT AREA AND ON THE NORTH SIDE OF SOUTH
 DF5260'ROCHDALE STREET AT THE JUNCTION WITH CLARKSBURG ROBBINSVILLE ROAD.
 DF5260'
 DF5260'TO REACH THE STATION FROM THE BOROUGH HALL IN THE BOROUGH OF
 DF5260'ROOSEVELT, GO 0.55 MI SOUTHWEST ON SOUTH MAIN STREET, COUNTY ROAD 571,
 DF5260'TO THE JUNCTION WITH SOUTH ROCHDALE STREET.  CONTINUE AHEAD ON SOUTH
 DF5260'ROCHDALE STREET FOR 0.1 MI TO THE START OF THE ASSUNPINK WILDLIFE
 DF5260'MANAGEMENT AREA.  CONTINUE AHEAD ON THE CRUSHED STONE ROAD FOR 0.4 MI
 DF5260'TO THE TEE INTERSECTION WITH CLARKSVILLE ROBBINSVILLE ROAD AND THE
 DF5260'STATION ON THE RIGHT.
 DF5260'
 DF5260'THE STATION IS 14.7 M WEST NORTHWEST FROM THE CENTERLINE OF SOUTH
 DF5260'ROCHDALE STREET, 23.8 M NORTH FROM WOOD UTILITY POLE NUMBER 171 ON THE
 DF5260'SOUTH SIDE OF CLARKSBURG ROBBINSVILLE ROAD, 14.8 M NORTH NORTHEAST
 DF5260'FROM THE CENTERLINE OF CLARKSBURG ROBBINSVILLE ROAD, AND 40.85 M
 DF5260'SOUTHWEST FROM A WOOD UTILITY POLE WITH NO NUMBER ON THE NORTHWEST
 DF5260'SIDE OF SOUTH ROCHDALE STREET.  IT IS SET FLUSH WITH THE GROUND.
 DF5260
 DF5260                          STATION RECOVERY (2017)
 DF5260
 DF5260'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 DF5260'THE DISK HAS BEEN PRIED OFF OF ITS STEM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6967 ***********************************************************************
 KV6967  DESIGNATION -  13 J 4
 KV6967  PID         -  KV6967
 KV6967  STATE/COUNTY-  NJ/MONMOUTH
 KV6967  COUNTRY     -  US
 KV6967  USGS QUAD   -  ADELPHIA (2019)
 KV6967
 KV6967                         *CURRENT SURVEY CONTROL
 KV6967  ______________________________________________________________________
 KV6967* NAD 83(2011) POSITION- 40 12 12.83740(N) 074 15 20.51242(W)   ADJUSTED
 KV6967* NAD 83(2011) ELLIP HT-    -8.226 (meters)        (06/27/12)   ADJUSTED
 KV6967* NAD 83(2011) EPOCH   -  2010.00
 KV6967* NAVD 88 ORTHO HEIGHT -    24.2   (meters)       79.    (feet) GPS OBS
 KV6967  ______________________________________________________________________
 KV6967  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6967  GEOID HEIGHT    -        -32.730 (meters)                     GEOID93
 KV6967  GEOID HEIGHT    -        -32.434 (meters)                     GEOID18
 KV6967  NAD 83(2011) X  -  1,323,658.010 (meters)                     COMP
 KV6967  NAD 83(2011) Y  - -4,695,124.476 (meters)                     COMP
 KV6967  NAD 83(2011) Z  -  4,095,269.523 (meters)                     COMP
 KV6967  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 KV6967
 KV6967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6967  Standards:
 KV6967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6967  -------------------------------------------------------------------
 KV6967  NETWORK    0.43   0.57           0.16   0.19   0.29      0.06167954
 KV6967  -------------------------------------------------------------------
 KV6967  Click here for local accuracies and other accuracy information.
 KV6967
 KV6967.The horizontal coordinates were established by GPS observations
 KV6967.and adjusted by the National Geodetic Survey in June 2012.
 KV6967
 KV6967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6967.been affixed to the stable North American tectonic plate. See 
 KV6967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6967
 KV6967.The horizontal coordinates are valid at the epoch date displayed above
 KV6967.which is a decimal equivalence of Year/Month/Day.
 KV6967
 KV6967.The orthometric height was determined by GPS observations and a
 KV6967.high-resolution geoid model.
 KV6967
 KV6967.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6967.GEOID18 height accuracy estimate available here.
 KV6967
 KV6967.Click photographs - Photos may exist for this station.
 KV6967
 KV6967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6967
 KV6967.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6967
 KV6967.The ellipsoidal height was determined by GPS observations
 KV6967.and is referenced to NAD 83.
 KV6967
 KV6967. The following values were computed from the NAD 83(2011) position.
 KV6967
 KV6967;                    North         East     Units Scale Factor Converg.
 KV6967;SPC NJ       -   152,144.037   170,797.748   MT  0.99990532   +0 09 27.7
 KV6967;SPC NJ       -   499,159.23    560,358.94   sFT  0.99990532   +0 09 27.7
 KV6967;UTM  18      - 4,450,617.040   563,344.641   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6334450617(NAD 83)
 KV6967
 KV6967                          SUPERSEDED SURVEY CONTROL
 KV6967
 KV6967  NAD 83(2007)-  40 12 12.83785(N)    074 15 20.51289(W) AD(2002.00) 0
 KV6967  ELLIP H (02/10/07)   -8.219  (m)                       GP(2002.00)    
 KV6967  ELLIP H (10/23/02)   -8.212  (m)                       GP(       ) 4 1
 KV6967  NAD 83(1996)-  40 12 12.83772(N)    074 15 20.51330(W) AD(       ) 1
 KV6967  ELLIP H (05/14/99)   -8.216  (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
 KV6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6967.See file dsdata.pdf to determine how the superseded data were derived.
 KV6967
 KV6967_MARKER: DD = SURVEY DISK
 KV6967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6967_STAMPING: 13 J 4 1991
 KV6967_MARK LOGO: NJGS
 KV6967_PROJECTION: FLUSH
 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 - July 15, 2022
 KV6967
 KV6967  HISTORY     - Date     Condition        Report By
 KV6967  HISTORY     - 1991     MONUMENTED       NJGS
 KV6967  HISTORY     - 19921030 GOOD
 KV6967  HISTORY     - 20200427 GOOD             NJGS
 KV6967  HISTORY     - 20220715 GOOD             NJGS
 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.
 KV6967
 KV6967                          STATION RECOVERY (2020)
 KV6967
 KV6967'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6967'RECOVERED IN GOOD CONDITION.
 KV6967
 KV6967                          STATION RECOVERY (2022)
 KV6967
 KV6967'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 KV6967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV7141  USGS QUAD   -  MARLBORO (2016)
 KV7141
 KV7141                         *CURRENT SURVEY CONTROL
 KV7141  ______________________________________________________________________
 KV7141* NAD 83(2011) POSITION- 40 18 03.43848(N) 074 08 08.15366(W)   ADJUSTED
 KV7141* NAD 83(2011) ELLIP HT-    -5.730 (meters)        (06/27/12)   ADJUSTED
 KV7141* NAD 83(2011) EPOCH   -  2010.00
 KV7141* NAVD 88 ORTHO HEIGHT -    26.716 (meters)       87.65  (feet) ADJUSTED
 KV7141  ______________________________________________________________________
 KV7141  GEOID HEIGHT    -        -32.444 (meters)                     GEOID18
 KV7141  NAD 83(2011) X  -  1,331,587.105 (meters)                     COMP
 KV7141  NAD 83(2011) Y  - -4,685,620.045 (meters)                     COMP
 KV7141  NAD 83(2011) Z  -  4,103,524.481 (meters)                     COMP
 KV7141  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 KV7141  DYNAMIC HEIGHT  -         26.704 (meters)       87.61  (feet) COMP
 KV7141  MODELED GRAVITY -    980,209.3   (mgal)                       NAVD 88
 KV7141
 KV7141  VERT ORDER      -  FIRST     CLASS II
 KV7141
 KV7141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7141  Standards:
 KV7141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7141  -------------------------------------------------------------------
 KV7141  NETWORK    0.58   1.37           0.26   0.21   0.70     -0.02954064
 KV7141  -------------------------------------------------------------------
 KV7141  Click here for local accuracies and other accuracy information.
 KV7141
 KV7141.The horizontal coordinates were established by GPS observations
 KV7141.and adjusted by the National Geodetic Survey in June 2012.
 KV7141
 KV7141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7141.been affixed to the stable North American tectonic plate. See 
 KV7141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7141
 KV7141.The horizontal coordinates are valid at the epoch date displayed above
 KV7141.which is a decimal equivalence of Year/Month/Day.
 KV7141
 KV7141.The orthometric height was determined by differential leveling and
 KV7141.adjusted by the NATIONAL GEODETIC SURVEY
 KV7141.in May 2011.
 KV7141
 KV7141.No vertical observational check was made to the station.
 KV7141
 KV7141.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7141.GEOID18 height accuracy estimate available here.
 KV7141
 KV7141.Click photographs - Photos may exist for this station.
 KV7141
 KV7141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7141
 KV7141.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7141
 KV7141.The ellipsoidal height was determined by GPS observations
 KV7141.and is referenced to NAD 83.
 KV7141
 KV7141.The dynamic height is computed by dividing the NAVD 88
 KV7141.geopotential number by the normal gravity value computed on the
 KV7141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV7141.degrees latitude (g = 980.6199 gals.).
 KV7141
 KV7141.The modeled gravity was interpolated from observed gravity values.
 KV7141
 KV7141. The following values were computed from the NAD 83(2011) position.
 KV7141
 KV7141;                    North         East     Units Scale Factor Converg.
 KV7141;SPC NJ       -   162,992.096   180,977.567   MT  0.99991181   +0 14 08.5
 KV7141;SPC NJ       -   534,749.90    593,757.23   sFT  0.99991181   +0 14 08.5
 KV7141;UTM  18      - 4,461,519.597   573,460.588   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7346061519(NAD 83)
 KV7141
 KV7141                          SUPERSEDED SURVEY CONTROL
 KV7141
 KV7141  NAD 83(2007)-  40 18 03.43881(N)    074 08 08.15448(W) AD(2002.00) 0
 KV7141  ELLIP H (02/10/07)   -5.716  (m)                       GP(2002.00)    
 KV7141  ELLIP H (09/24/01)   -5.708  (m)                       GP(       ) 4 1
 KV7141  NAD 83(1996)-  40 18 03.43877(N)    074 08 08.15464(W) AD(       ) B
 KV7141  ELLIP H (08/14/98)   -5.722  (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)   -5.757  (m)                       GP(       ) 3 1
 KV7141  NAVD 88 (09/14/94)   26.7    (m)  GEOID93  model used  GPS OBS        
 KV7141
 KV7141.Superseded values are not recommended for survey control.
 KV7141
 KV7141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7141.See file dsdata.pdf to determine how the superseded data were derived.
 KV7141
 KV7141_MARKER: DD = SURVEY DISK
 KV7141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7141_STAMPING: 13 J 5 1993
 KV7141_MARK LOGO: NJGS
 KV7141_PROJECTION: RECESSED 20 CENTIMETERS
 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 - February 25, 2019
 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  HISTORY     - 20080922 GOOD             NJGS
 KV7141  HISTORY     - 20141106 GOOD             NJGS
 KV7141  HISTORY     - 20150317 GOOD             NJGS
 KV7141  HISTORY     - 20190225 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.
 KV7141
 KV7141                          STATION RECOVERY (2008)
 KV7141
 KV7141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV7141'STATION WAS RECOVERED IN GOOD CONDITION.
 KV7141'
 KV7141'NOTE-THE STATION IS NOW WITHIN A PROTECTIVE PIPE.
 KV7141
 KV7141                          STATION RECOVERY (2014)
 KV7141
 KV7141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV7141'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF LONG BRANCH, 7.4
 KV7141'MI (11.9 KM) NORTH-NORTHEAST OF FARMINGDALE AND 5.9 MI (9.5 KM) EAST
 KV7141'OF MARLBORO, THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, SET ON THE
 KV7141'GROUNDS OF THE DORBROOK MONMOUTH COUNTY PARK FACILITY.
 KV7141'
 KV7141'THE STATION IS WITHIN A PROTECTIVE PVC PIPE COVERED WITH A 1 FT (0.3
 KV7141'M) SQUARE FLAGSTONE.
 KV7141
 KV7141                          STATION RECOVERY (2015)
 KV7141
 KV7141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV7141'RECOVERED IN GOOD CONDITION.
 KV7141'
 KV7141'NOTE-THE STATION IS UNDER A 1 FT (0.3 M) SQUARE FLAGSTONE COVER.
 KV7141
 KV7141                          STATION RECOVERY (2019)
 KV7141
 KV7141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV7141'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6561 ***********************************************************************
 DK6561  DESIGNATION -  13 J 6
 DK6561  PID         -  DK6561
 DK6561  STATE/COUNTY-  NJ/MONMOUTH
 DK6561  COUNTRY     -  US
 DK6561  USGS QUAD   -  FARMINGDALE (2016)
 DK6561
 DK6561                         *CURRENT SURVEY CONTROL
 DK6561  ______________________________________________________________________
 DK6561* NAD 83(1986) POSITION- 40 14 20.78   (N) 074 13 46.17   (W)   HD_HELD1
 DK6561* NAVD 88 ORTHO HEIGHT -    47.063 (meters)      154.41  (feet) ADJUSTED
 DK6561  ______________________________________________________________________
 DK6561  GEOID HEIGHT    -        -32.401 (meters)                     GEOID18
 DK6561  DYNAMIC HEIGHT  -         47.043 (meters)      154.34  (feet) COMP
 DK6561  MODELED GRAVITY -    980,210.7   (mgal)                       NAVD 88
 DK6561
 DK6561  VERT ORDER      -  FIRST     CLASS II
 DK6561
 DK6561.The horizontal coordinates were determined by differentially corrected
 DK6561.hand held GPS observations or other comparable positioning techniques
 DK6561.and have an estimated accuracy of +/- 3 meters.
 DK6561
 DK6561.The orthometric height was determined by differential leveling and
 DK6561.adjusted by the NATIONAL GEODETIC SURVEY
 DK6561.in May 2011.
 DK6561
 DK6561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6561.GEOID18 height accuracy estimate available here.
 DK6561
 DK6561.Click photographs - Photos may exist for this station.
 DK6561
 DK6561.The dynamic height is computed by dividing the NAVD 88
 DK6561.geopotential number by the normal gravity value computed on the
 DK6561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6561.degrees latitude (g = 980.6199 gals.).
 DK6561
 DK6561.The modeled gravity was interpolated from observed gravity values.
 DK6561
 DK6561;                    North         East    Units  Estimated Accuracy
 DK6561;SPC NJ       -   156,096.4     173,016.7     MT  (+/- 3 meters HH1 GPS) 
 DK6561
 DK6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6554054580(NAD 83)
 DK6561
 DK6561                          SUPERSEDED SURVEY CONTROL
 DK6561
 DK6561.No superseded survey control is available for this station.
 DK6561
 DK6561_MARKER: DD = SURVEY DISK
 DK6561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6561_STAMPING: 13 J 6 2006
 DK6561_MARK LOGO: NJDT
 DK6561_PROJECTION: FLUSH
 DK6561_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6561+STABILITY: SURFACE MOTION
 DK6561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6561+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2022
 DK6561
 DK6561  HISTORY     - Date     Condition        Report By
 DK6561  HISTORY     - 20061120 MONUMENTED       NJGS
 DK6561  HISTORY     - 20140411 GOOD             NJGS
 DK6561  HISTORY     - 20141117 GOOD             NJGS
 DK6561  HISTORY     - 20150317 GOOD             NJGS
 DK6561  HISTORY     - 20220901 GOOD             NJGS
 DK6561
 DK6561                          STATION DESCRIPTION
 DK6561
 DK6561'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6561'THE STATION IS LOCATED IN HOWELL TOWNSHIP, ON THE SOUTHEAST CORNER OF
 DK6561'THE JUNCTION OF NJ ROUTE 33 BUSINESS AND FIVE POINTS ROAD.  TO REACH
 DK6561'THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK AVENUE (NJ
 DK6561'STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO ABOUT 2.6 MI
 DK6561'(4.18 KM) EAST ON ROUTE 33 BUSINESS TO THE JUNCTION WITH HOWELL ROAD
 DK6561'ON THE RIGHT AND FIVE POINT ROAD ON THE LEFT AND THE STATION ON THE
 DK6561'LEFT.
 DK6561'
 DK6561'THE STATION IS 47.3 FT (14.4 M) SOUTHEAST OF THE CENTERLINE OF FIVE
 DK6561'POINTS ROAD, 10.2 FT (3.1 M) NORTHEAST OF THE NORTHEAST CURB OF ROUTE
 DK6561'33, 30.0 FT (9.1 M) SOUTHWEST OF A TRAFFIC SIGNAL MAST, 12.4 FT (3.8
 DK6561'M) NORTHEAST OF A TRAFFIC SIGN (NO TURN ON RED) WITH A NJGS SIGN
 DK6561'ATTACHED.
 DK6561
 DK6561                          STATION RECOVERY (2014)
 DK6561
 DK6561'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DK6561'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTHWEST FROM
 DK6561'FARMINGDALE, 2.8 MI (4.5 KM) EAST-SOUTHEAST FROM FREEHOLD AND 2.0 MI
 DK6561'(3.2 KM) NORTHEAST FROM ADELPHIA.
 DK6561'
 DK6561'THE STATION WAS RECOVERED AS DESCRIBED.
 DK6561'
 DK6561'THE STATION IS ALSO KNOWN AS STATE ROUTE 33 BUSINESS BASELINE STATION
 DK6561'49+083.880.
 DK6561
 DK6561                          STATION RECOVERY (2014)
 DK6561
 DK6561'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DK6561'RECOVERED AS DESCRIBED.
 DK6561
 DK6561                          STATION RECOVERY (2015)
 DK6561
 DK6561'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DK6561'RECOVERED AS DESCRIBED.
 DK6561
 DK6561                          STATION RECOVERY (2022)
 DK6561
 DK6561'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7170 ***********************************************************************
 DM7170  DESIGNATION -  13 J 7
 DM7170  PID         -  DM7170
 DM7170  STATE/COUNTY-  NJ/MONMOUTH
 DM7170  COUNTRY     -  US
 DM7170  USGS QUAD   -  ASBURY PARK (2019)
 DM7170
 DM7170                         *CURRENT SURVEY CONTROL
 DM7170  ______________________________________________________________________
 DM7170* NAD 83(1986) POSITION- 40 13 31.63   (N) 074 00 19.15   (W)   HD_HELD1
 DM7170* NAVD 88 ORTHO HEIGHT -     4.910 (meters)       16.11  (feet) ADJUSTED
 DM7170  ______________________________________________________________________
 DM7170  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 DM7170  DYNAMIC HEIGHT  -          4.908 (meters)       16.10  (feet) COMP
 DM7170  MODELED GRAVITY -    980,170.7   (mgal)                       NAVD 88
 DM7170
 DM7170  VERT ORDER      -  FIRST     CLASS II
 DM7170
 DM7170.The horizontal coordinates were determined by differentially corrected
 DM7170.hand held GPS observations or other comparable positioning techniques
 DM7170.and have an estimated accuracy of +/- 3 meters.
 DM7170
 DM7170.The orthometric height was determined by differential leveling and
 DM7170.adjusted by the NATIONAL GEODETIC SURVEY
 DM7170.in May 2011.
 DM7170
 DM7170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7170.GEOID18 height accuracy estimate available here.
 DM7170
 DM7170.Click photographs - Photos may exist for this station.
 DM7170
 DM7170.The dynamic height is computed by dividing the NAVD 88
 DM7170.geopotential number by the normal gravity value computed on the
 DM7170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7170.degrees latitude (g = 980.6199 gals.).
 DM7170
 DM7170.The modeled gravity was interpolated from observed gravity values.
 DM7170
 DM7170;                    North         East    Units  Estimated Accuracy
 DM7170;SPC NJ       -   154,662.8     192,099.3     MT  (+/- 3 meters HH1 GPS) 
 DM7170
 DM7170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8462653255(NAD 83)
 DM7170
 DM7170                          SUPERSEDED SURVEY CONTROL
 DM7170
 DM7170.No superseded survey control is available for this station.
 DM7170
 DM7170_MARKER: DD = SURVEY DISK
 DM7170_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7170_SP_SET: BRIDGE ABUTMENT
 DM7170_STAMPING: 13 J 7 2008
 DM7170_MARK LOGO: NJGS
 DM7170_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7170+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2018
 DM7170
 DM7170  HISTORY     - Date     Condition        Report By
 DM7170  HISTORY     - 20080509 MONUMENTED       NJGS
 DM7170  HISTORY     - 20160520 GOOD             NJGS
 DM7170  HISTORY     - 20180702 GOOD             USPSQD
 DM7170
 DM7170                          STATION DESCRIPTION
 DM7170
 DM7170'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7170'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, SET IN A DRILL HOLE
 DM7170'IN THE SOUTH ABUTMENT (AT THE SIDEWALK LEVEL) OF THE SUNSET LAKE
 DM7170'BRIDGE ON THE WEST SIDE OF GRAND AVENUE AT THE NORTH SIDE OF A GRASSY
 DM7170'ISLAND PARK ON SUNSET LAKE.
 DM7170'
 DM7170'THE STATION IS 5.5 FT (1.7 M) WEST OF THE WEST CURB OF GRAND AVENUE, 5
 DM7170'FT (1.5 M) EAST OF A LAMP POST, 35.0 FT (10.7 M) NORTH OF THE
 DM7170'CENTERLINE OF THE SIDEWALK LEADING TO THE ISLAND PARK, 63.5 FT (19.4
 DM7170'M) SOUTH OF THE CENTER OF THE BRIDGE.
 DM7170
 DM7170                          STATION RECOVERY (2016)
 DM7170
 DM7170'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DM7170'RECOVERED IN GOOD CONDITION.
 DM7170
 DM7170                          STATION RECOVERY (2018)
 DM7170
 DM7170'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7205 ***********************************************************************
 DM7205  DESIGNATION -  13 J 8
 DM7205  PID         -  DM7205
 DM7205  STATE/COUNTY-  NJ/MONMOUTH
 DM7205  COUNTRY     -  US
 DM7205  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7205
 DM7205                         *CURRENT SURVEY CONTROL
 DM7205  ______________________________________________________________________
 DM7205* NAD 83(1986) POSITION- 40 18 24.06   (N) 074 03 41.48   (W)   HD_HELD1
 DM7205* NAVD 88 ORTHO HEIGHT -     4.367 (meters)       14.33  (feet) ADJUSTED
 DM7205  ______________________________________________________________________
 DM7205  GEOID HEIGHT    -        -32.584 (meters)                     GEOID18
 DM7205  DYNAMIC HEIGHT  -          4.365 (meters)       14.32  (feet) COMP
 DM7205  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 DM7205
 DM7205  VERT ORDER      -  FIRST     CLASS II
 DM7205
 DM7205.The horizontal coordinates were determined by differentially corrected
 DM7205.hand held GPS observations or other comparable positioning techniques
 DM7205.and have an estimated accuracy of +/- 3 meters.
 DM7205
 DM7205.The orthometric height was determined by differential leveling and
 DM7205.adjusted by the NATIONAL GEODETIC SURVEY
 DM7205.in May 2011.
 DM7205
 DM7205.No vertical observational check was made to the station.
 DM7205
 DM7205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7205.GEOID18 height accuracy estimate available here.
 DM7205
 DM7205.Click photographs - Photos may exist for this station.
 DM7205
 DM7205.The dynamic height is computed by dividing the NAVD 88
 DM7205.geopotential number by the normal gravity value computed on the
 DM7205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7205.degrees latitude (g = 980.6199 gals.).
 DM7205
 DM7205.The modeled gravity was interpolated from observed gravity values.
 DM7205
 DM7205;                    North         East    Units  Estimated Accuracy
 DM7205;SPC NJ       -   163,656.6     187,271.6     MT  (+/- 3 meters HH1 GPS) 
 DM7205
 DM7205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7974962219(NAD 83)
 DM7205
 DM7205                          SUPERSEDED SURVEY CONTROL
 DM7205
 DM7205.No superseded survey control is available for this station.
 DM7205
 DM7205_MARKER: DD = SURVEY DISK
 DM7205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7205_SP_SET: BRIDGE ABUTMENT WALL
 DM7205_STAMPING: 13 J 8 2008
 DM7205_MARK LOGO: NJGS
 DM7205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7205+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2019
 DM7205
 DM7205  HISTORY     - Date     Condition        Report By
 DM7205  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7205  HISTORY     - 20190624 GOOD             NJGS
 DM7205  HISTORY     - 20200521 GOOD             NJGS
 DM7205
 DM7205                          STATION DESCRIPTION
 DM7205
 DM7205'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7205'THE STATION IS LOCATED IN THE BOROUGH OF EATONTOWN, SET IN THE WEST
 DM7205'END OF THE NORTH BRIDGE ABUTMENT WALL FOR THE NORTH BOUND LANES OF THE
 DM7205'NJ ROUTE 35 BRIDGE SPANNING THE WAMPUM BROOK.  THE STATION IS OPPOSITE
 DM7205'AND ACROSS THE HIGHWAY FROM THE WAMPUM BROOK PARK/DAM SITE.
 DM7205'
 DM7205'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET (NJ STATE ROUTE
 DM7205'35) AND TINTON AVENUE (COUNTY ROUTE 537), AT THE MAIN ENTRANCE (AVENUE
 DM7205'OF MEMORIES) TO FORT MONMOUTH, GO 0.1 MI (0.2 KM) SOUTH ON ROUTE 35 TO
 DM7205'THE STATION ON THE LEFT.
 DM7205'
 DM7205'THE STATION IS ABOUT 300 FT (91.4 M) SOUTHEAST OF AVENUE OF MEMORIES
 DM7205'CENTERLINE ISLAND, 16.0 FT (4.9 M) NORTHWEST OF THE CENTER OF THE
 DM7205'BRIDGE, 119.0 FT (36.3 M) NORTHWEST OF POLE NUMBER BT500ETN, 6.5 FT
 DM7205'(2.0 M) NORTHEAST OF THE NORTHEAST CURB OF ROUTE 35.
 DM7205
 DM7205                          STATION RECOVERY (2019)
 DM7205
 DM7205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DM7205'RECOVERED AS DESCRIBED.
 DM7205
 DM7205                          STATION RECOVERY (2020)
 DM7205
 DM7205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DM7205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7999 ***********************************************************************
 DP7999  DESIGNATION -  13 J 9
 DP7999  PID         -  DP7999
 DP7999  STATE/COUNTY-  NJ/MONMOUTH
 DP7999  COUNTRY     -  US
 DP7999  USGS QUAD   -  ASBURY PARK (2019)
 DP7999
 DP7999                         *CURRENT SURVEY CONTROL
 DP7999  ______________________________________________________________________
 DP7999* NAD 83(1986) POSITION- 40 10 33.40   (N) 074 00 51.28   (W)   HD_HELD1
 DP7999* NAVD 88 ORTHO HEIGHT -     3.642 (meters)       11.95  (feet) ADJUSTED
 DP7999  ______________________________________________________________________
 DP7999  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 DP7999  DYNAMIC HEIGHT  -          3.640 (meters)       11.94  (feet) COMP
 DP7999  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 DP7999
 DP7999  VERT ORDER      -  FIRST     CLASS II
 DP7999
 DP7999.The horizontal coordinates were determined by differentially corrected
 DP7999.hand held GPS observations or other comparable positioning techniques
 DP7999.and have an estimated accuracy of +/- 3 meters.
 DP7999
 DP7999.The orthometric height was determined by differential leveling and
 DP7999.adjusted by the NATIONAL GEODETIC SURVEY
 DP7999.in September 2015.
 DP7999
 DP7999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7999.GEOID18 height accuracy estimate available here.
 DP7999
 DP7999.Click photographs - Photos may exist for this station.
 DP7999
 DP7999.The dynamic height is computed by dividing the NAVD 88
 DP7999.geopotential number by the normal gravity value computed on the
 DP7999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7999.degrees latitude (g = 980.6199 gals.).
 DP7999
 DP7999.The modeled gravity was interpolated from observed gravity values.
 DP7999
 DP7999;                    North         East    Units  Estimated Accuracy
 DP7999;SPC NJ       -   149,161.8     191,369.8     MT  (+/- 3 meters HH1 GPS) 
 DP7999
 DP7999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8392847751(NAD 83)
 DP7999
 DP7999                          SUPERSEDED SURVEY CONTROL
 DP7999
 DP7999.No superseded survey control is available for this station.
 DP7999
 DP7999_MARKER: DD = SURVEY DISK
 DP7999_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7999_SP_SET: CURB
 DP7999_STAMPING: 13 J 9 2012
 DP7999_MARK LOGO: NJGS
 DP7999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7999+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2022
 DP7999
 DP7999  HISTORY     - Date     Condition        Report By
 DP7999  HISTORY     - 20120408 MONUMENTED       NJGS
 DP7999  HISTORY     - 20220706 GOOD             NJGS
 DP7999
 DP7999                          STATION DESCRIPTION
 DP7999
 DP7999'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7999'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF POINT
 DP7999'PLEASANT, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF POINT PLEASANT BEACH AND
 DP7999'3.1 MI (5.0 KM) SOUTH OF ASBURY PARK.  THE STATION IS LOCATED IN THE
 DP7999'BOROUGH OF BELMAR.
 DP7999'
 DP7999'THE STATION IS AT THE NORTHWEST CORNER OF THE TEE INTERSECTION OF 11TH
 DP7999'AVENUE AND OCEAN AVENUE, SET FLUSH IN A DRILL HOLE IN A CONCRETE CURB.
 DP7999'THE STATION IS 21.0 FT (6.4 M) NORTH FROM THE CENTERLINE OF 11TH
 DP7999'AVENUE, 43.0 FT (13.1 M) WEST FROM THE CENTERLINE OF OCEAN AVENUE,
 DP7999'34.0 FT (10.4 M) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE
 DP7999'NUMBER 1011 OCEAN AVENUE, A THREE STORY BRICK DWELLING, 7.5 FT (2.3 M)
 DP7999'SOUTH FROM THE SOUTH EDGE OF THE SIDEWALK ON 11TH AVENUE AND 5.5 FT
 DP7999'(1.7 M) WEST FROM THE WEST EDGE OF THE SIDEWALK ON OCEAN AVENUE.
 DP7999
 DP7999                          STATION RECOVERY (2022)
 DP7999
 DP7999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DP7999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6230 ***********************************************************************
 KV6230  DESIGNATION -  13 K 1
 KV6230  PID         -  KV6230
 KV6230  STATE/COUNTY-  NJ/MONMOUTH
 KV6230  COUNTRY     -  US
 KV6230  USGS QUAD   -  MARLBORO (2016)
 KV6230
 KV6230                         *CURRENT SURVEY CONTROL
 KV6230  ______________________________________________________________________
 KV6230* NAD 83(2011) POSITION- 40 22 20.11427(N) 074 08 28.08136(W)   ADJUSTED
 KV6230* NAD 83(2011) ELLIP HT-    34.103 (meters)        (06/27/12)   ADJUSTED
 KV6230* NAD 83(2011) EPOCH   -  2010.00
 KV6230* NAVD 88 ORTHO HEIGHT -    66.5   (meters)      218.    (feet) GPS OBS
 KV6230  ______________________________________________________________________
 KV6230  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6230  GEOID HEIGHT    -        -32.650 (meters)                     GEOID93
 KV6230  GEOID HEIGHT    -        -32.365 (meters)                     GEOID18
 KV6230  NAD 83(2011) X  -  1,329,742.324 (meters)                     COMP
 KV6230  NAD 83(2011) Y  - -4,680,848.363 (meters)                     COMP
 KV6230  NAD 83(2011) Z  -  4,109,585.127 (meters)                     COMP
 KV6230  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 KV6230
 KV6230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6230  Standards:
 KV6230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6230  -------------------------------------------------------------------
 KV6230  NETWORK    0.34   0.53           0.15   0.13   0.27      0.07686823
 KV6230  -------------------------------------------------------------------
 KV6230  Click here for local accuracies and other accuracy information.
 KV6230
 KV6230.The horizontal coordinates were established by GPS observations
 KV6230.and adjusted by the National Geodetic Survey in June 2012.
 KV6230
 KV6230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6230.been affixed to the stable North American tectonic plate. See 
 KV6230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6230
 KV6230.The horizontal coordinates are valid at the epoch date displayed above
 KV6230.which is a decimal equivalence of Year/Month/Day.
 KV6230
 KV6230.The orthometric height was determined by GPS observations and a
 KV6230.high-resolution geoid model.
 KV6230
 KV6230.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6230.GEOID18 height accuracy estimate available here.
 KV6230
 KV6230.Click photographs - Photos may exist for this station.
 KV6230
 KV6230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6230
 KV6230.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6230
 KV6230.The ellipsoidal height was determined by GPS observations
 KV6230.and is referenced to NAD 83.
 KV6230
 KV6230. The following values were computed from the NAD 83(2011) position.
 KV6230
 KV6230;                    North         East     Units Scale Factor Converg.
 KV6230;SPC NJ       -   170,906.510   180,474.904   MT  0.99991143   +0 13 56.8
 KV6230;SPC NJ       -   560,715.77    592,108.08   sFT  0.99991143   +0 13 56.8
 KV6230;UTM  18      - 4,469,429.102   572,913.360   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7291369429(NAD 83)
 KV6230
 KV6230                          SUPERSEDED SURVEY CONTROL
 KV6230
 KV6230  NAD 83(2007)-  40 22 20.11468(N)    074 08 28.08184(W) AD(2002.00) 0
 KV6230  ELLIP H (02/10/07)   34.116  (m)                       GP(2002.00)    
 KV6230  ELLIP H (10/23/02)   34.129  (m)                       GP(       ) 4 1
 KV6230  NAD 83(1996)-  40 22 20.11471(N)    074 08 28.08205(W) AD(       ) 1
 KV6230  ELLIP H (05/14/99)   34.119  (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)   34.060  (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)  RAPSU86  model used  GPS OBS        
 KV6230
 KV6230.Superseded values are not recommended for survey control.
 KV6230
 KV6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6230.See file dsdata.pdf to determine how the superseded data were derived.
 KV6230
 KV6230_MARKER: DD = SURVEY DISK
 KV6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - January 21, 2009
 KV6230
 KV6230  HISTORY     - Date     Condition        Report By
 KV6230  HISTORY     - 1988     MONUMENTED       NJGS
 KV6230  HISTORY     - 19930322 GOOD             NJHA
 KV6230  HISTORY     - 19931103 GOOD             NJGS
 KV6230  HISTORY     - 20090121 GOOD             INDIV
 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.
 KV6230
 KV6230                          STATION RECOVERY (2009)
 KV6230
 KV6230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (RJC)
 KV6230'THE CONDITION OF THE MONUMENT APPEARS TO BE EXCELLENT. NO VERIFICATION
 KV6230'WAS MADE OF THE MONUMENTS VERTICAL AND HORIZONTAL POSITION VS. THE
 KV6230'PUBLISHED VALUES
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7915 ***********************************************************************
 DP7915  DESIGNATION -  13 K 10
 DP7915  PID         -  DP7915
 DP7915  STATE/COUNTY-  NJ/MONMOUTH
 DP7915  COUNTRY     -  US
 DP7915  USGS QUAD   -  ASBURY PARK (2019)
 DP7915
 DP7915                         *CURRENT SURVEY CONTROL
 DP7915  ______________________________________________________________________
 DP7915* NAD 83(1986) POSITION- 40 10 21.45   (N) 074 03 06.82   (W)   HD_HELD1
 DP7915* NAVD 88 ORTHO HEIGHT -    14.202 (meters)       46.59  (feet) ADJUSTED
 DP7915  ______________________________________________________________________
 DP7915  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 DP7915  DYNAMIC HEIGHT  -         14.196 (meters)       46.57  (feet) COMP
 DP7915  MODELED GRAVITY -    980,167.2   (mgal)                       NAVD 88
 DP7915
 DP7915  VERT ORDER      -  FIRST     CLASS II
 DP7915
 DP7915.The horizontal coordinates were determined by differentially corrected
 DP7915.hand held GPS observations or other comparable positioning techniques
 DP7915.and have an estimated accuracy of +/- 3 meters.
 DP7915
 DP7915.The orthometric height was determined by differential leveling and
 DP7915.adjusted by the NATIONAL GEODETIC SURVEY
 DP7915.in September 2015.
 DP7915
 DP7915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7915.GEOID18 height accuracy estimate available here.
 DP7915
 DP7915.Click photographs - Photos may exist for this station.
 DP7915
 DP7915.The dynamic height is computed by dividing the NAVD 88
 DP7915.geopotential number by the normal gravity value computed on the
 DP7915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7915.degrees latitude (g = 980.6199 gals.).
 DP7915
 DP7915.The modeled gravity was interpolated from observed gravity values.
 DP7915
 DP7915;                    North         East    Units  Estimated Accuracy
 DP7915;SPC NJ       -   148,776.4     188,165.2     MT  (+/- 3 meters HH1 GPS) 
 DP7915
 DP7915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8072647348(NAD 83)
 DP7915
 DP7915                          SUPERSEDED SURVEY CONTROL
 DP7915
 DP7915.No superseded survey control is available for this station.
 DP7915
 DP7915_MARKER: DD = SURVEY DISK
 DP7915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7915_SP_SET: UTILITY JUNCTION CHAMBER
 DP7915_STAMPING: 13 K 10 2013
 DP7915_MARK LOGO: NJGS
 DP7915_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7915+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2022
 DP7915
 DP7915  HISTORY     - Date     Condition        Report By
 DP7915  HISTORY     - 20130815 MONUMENTED       NJGS
 DP7915  HISTORY     - 20220412 GOOD             AAAS
 DP7915
 DP7915                          STATION DESCRIPTION
 DP7915
 DP7915'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DP7915'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE SOUTH SIDE OF STATE
 DP7915'HIGHWAY 138.
 DP7915'
 DP7915'TO REACH THE STATION FROM THE INTERSECTION OF NEW BEDFORD ROAD AND
 DP7915'STATE HIGHWAY 138, GO EAST ON STATE HIGHWAY 138 FOR 0.60 MI (1.0 KM)
 DP7915'TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN A LARGE
 DP7915'RECTANGULAR CONCRETE UTILITY JUNCTION CHAMBER WITH TWO STEEL ACCESS
 DP7915'DOORS, IN A LANDSCAPED GRASS AREA BETWEEN THE EASTBOUND LANES OF STATE
 DP7915'HIGHWAY 138 AND AN EXIT RAMP LEADING TO OLD MILLING ROAD AND A TURN
 DP7915'AROUND.
 DP7915'
 DP7915'THE STATION IS 10.8 FT (3.3 M) SOUTH FROM THE SOUTH CURB OF THE
 DP7915'EASTBOUND LANES OF STATE HIGHWAY 138, 43.7 FT (13.3 M) SOUTHEAST FROM
 DP7915'THE CENTER POST OF A LARGE GREEN PAINTED TRAFFIC SIGN, OLD MILLING
 DP7915'ROAD, MARCONI ROAD AND BELMAR BOULEVARD AND 16.4 FT (5.0 M) NORTH FROM
 DP7915'A WOOD UTILITY POLE WITH NO NUMBER AT THE REAR OF THE JUNCTION
 DP7915'CHAMBER.
 DP7915'
 DP7915'THE CHAMBER IS SURROUNDED BY NUMEROUS CONSPICUOUS 4 FT (1.2 M) HIGH
 DP7915'CONCRETE LINED STEEL POSTS.
 DP7915
 DP7915                          STATION RECOVERY (2022)
 DP7915
 DP7915'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DP7915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7745 ***********************************************************************
 DQ7745  DESIGNATION -  13 K 11 RESET
 DQ7745  PID         -  DQ7745
 DQ7745  STATE/COUNTY-  NJ/MONMOUTH
 DQ7745  COUNTRY     -  US
 DQ7745  USGS QUAD   -  ASBURY PARK (2019)
 DQ7745
 DQ7745                         *CURRENT SURVEY CONTROL
 DQ7745  ______________________________________________________________________
 DQ7745* NAD 83(1986) POSITION- 40 10 17.05   (N) 074 04 19.63   (W)   HD_HELD1
 DQ7745* NAVD 88 ORTHO HEIGHT -    27.04  (meters)       88.7   (feet) RESET
 DQ7745  ______________________________________________________________________
 DQ7745  GEOID HEIGHT    -        -32.854 (meters)                     GEOID18
 DQ7745  VERT ORDER      -  THIRD
 DQ7745
 DQ7745.The horizontal coordinates were determined by differentially corrected
 DQ7745.hand held GPS observations or other comparable positioning techniques
 DQ7745.and have an estimated accuracy of +/- 3 meters.
 DQ7745
 DQ7745.The orthometric height was computed from unverified reset data.
 DQ7745
 DQ7745.No vertical observational check was made to the station.
 DQ7745
 DQ7745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7745.GEOID18 height accuracy estimate available here.
 DQ7745
 DQ7745.Click photographs - Photos may exist for this station.
 DQ7745
 DQ7745;                    North         East    Units  Estimated Accuracy
 DQ7745;SPC NJ       -   148,632.2     186,443.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7745
 DQ7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7900547194(NAD 83)
 DQ7745
 DQ7745                          SUPERSEDED SURVEY CONTROL
 DQ7745
 DQ7745.No superseded survey control is available for this station.
 DQ7745
 DQ7745_MARKER: DD = SURVEY DISK
 DQ7745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ7745_SP_SET: ABUTMENT
 DQ7745_STAMPING: 13 K 11 2017
 DQ7745_MARK LOGO: NJGS
 DQ7745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7745+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2017
 DQ7745
 DQ7745  HISTORY     - Date     Condition        Report By
 DQ7745  HISTORY     - 20171031 MONUMENTED       NJGS
 DQ7745
 DQ7745                          STATION DESCRIPTION
 DQ7745
 DQ7745'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7745'THE STATION IS LOCATED ABOUT 5.7 MI (9.1 KM) NORTH-NORTHWEST OF POINT
 DQ7745'PLEASANT BEACH, 5.4 MI (8.7 KM) EAST-SOUTHEAST OF FARMINGDALE AND 4.6
 DQ7745'MI (7.4 KM) SOUTHWEST OF ASBURY PARK, IN WALL TOWNSHIP.
 DQ7745'
 DQ7745'THE STATION IS SET IN A DRILL HOLE IN THE EXPOSED WESTERLY ABUTMENT AT
 DQ7745'THE SIDEWALK LEVEL ON THE NORTH SIDE OF THE WESTBOUND LANES OF NEW
 DQ7745'JERSEY STATE ROUTE 138 BRIDGE SPANNING NEW JERSEY STATE ROUTE 18.
 DQ7745'
 DQ7745'THE STATION IS 26 FT (7.9 M) SOUTHEAST OF POLE NUMBER JC63WL, 1.5 FT
 DQ7745'(0.5 M) NORTH OF THE CURB OF WESTBOUND LANES OF NEW JERSEY STATE ROUTE
 DQ7745'138, 21 S OF POLE NUMBER JC62WL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7917 ***********************************************************************
 DP7917  DESIGNATION -  13 K 12
 DP7917  PID         -  DP7917
 DP7917  STATE/COUNTY-  NJ/MONMOUTH
 DP7917  COUNTRY     -  US
 DP7917  USGS QUAD   -  ASBURY PARK (2019)
 DP7917
 DP7917                         *CURRENT SURVEY CONTROL
 DP7917  ______________________________________________________________________
 DP7917* NAD 83(1986) POSITION- 40 10 14.75   (N) 074 05 05.41   (W)   HD_HELD1
 DP7917* NAVD 88 ORTHO HEIGHT -    22.602 (meters)       74.15  (feet) ADJUSTED
 DP7917  ______________________________________________________________________
 DP7917  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 DP7917  DYNAMIC HEIGHT  -         22.592 (meters)       74.12  (feet) COMP
 DP7917  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 DP7917
 DP7917  VERT ORDER      -  FIRST     CLASS II
 DP7917
 DP7917.The horizontal coordinates were determined by differentially corrected
 DP7917.hand held GPS observations or other comparable positioning techniques
 DP7917.and have an estimated accuracy of +/- 3 meters.
 DP7917
 DP7917.The orthometric height was determined by differential leveling and
 DP7917.adjusted by the NATIONAL GEODETIC SURVEY
 DP7917.in September 2015.
 DP7917
 DP7917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7917.GEOID18 height accuracy estimate available here.
 DP7917
 DP7917.Click photographs - Photos may exist for this station.
 DP7917
 DP7917.The dynamic height is computed by dividing the NAVD 88
 DP7917.geopotential number by the normal gravity value computed on the
 DP7917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7917.degrees latitude (g = 980.6199 gals.).
 DP7917
 DP7917.The modeled gravity was interpolated from observed gravity values.
 DP7917
 DP7917;                    North         East    Units  Estimated Accuracy
 DP7917;SPC NJ       -   148,556.1     185,360.5     MT  (+/- 3 meters HH1 GPS) 
 DP7917
 DP7917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7792347112(NAD 83)
 DP7917
 DP7917                          SUPERSEDED SURVEY CONTROL
 DP7917
 DP7917.No superseded survey control is available for this station.
 DP7917
 DP7917_MARKER: Z = SEE DESCRIPTION
 DP7917_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP7917_STAMPING: 13 K 12
 DP7917_MARK LOGO: NJGS
 DP7917_PROJECTION: RECESSED 46 CENTIMETERS
 DP7917_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7917+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2022
 DP7917
 DP7917  HISTORY     - Date     Condition        Report By
 DP7917  HISTORY     - 20130815 MONUMENTED       NJGS
 DP7917  HISTORY     - 20220726 GOOD             AAAS
 DP7917
 DP7917                          STATION DESCRIPTION
 DP7917
 DP7917'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DP7917'THE STATION IS LOCATED IN WALL TOWNSHIP IN THE CENTER GRASS MEDIAN OF
 DP7917'STATE HIGHWAY 138.
 DP7917'
 DP7917'TO REACH THE STATION FROM THE INTERSECTION OF ALLENWOOD ROAD AND STATE
 DP7917'HIGHWAY 138, GO EAST ON STATE HIGHWAY 138 FOR 0.42 MI (0.7 KM) TO THE
 DP7917'STATION ON THE LEFT.
 DP7917'
 DP7917'IT IS ALSO ABOUT 0.16 MI (0.3 KM) WEST FROM A SIGNALIZED TURN AROUND
 DP7917'IN THE MEDIAN.
 DP7917'
 DP7917'THE STATION IS 19.7 FT (6.0 M) NORTH FROM THE NORTH EDGE OF PAVING OF
 DP7917'THE EASTBOUND LANES OF STATE HIGHWAY 138, 19.7 FT (6.0 M) SOUTH FROM
 DP7917'THE SOUTH EDGE OF PAVING OF THE WESTBOUND LANES OF STATE HIGHWAY 138
 DP7917'AND 92.3 FT (28.1 M) SOUTHWEST FROM WOOD UTILITY POLE NUMBER JC 235 WL
 DP7917'ON THE NORTH SIDE OF THE WESTBOUND LANES OF STATE HIGHWAY 138.
 DP7917'
 DP7917'THE STATION IS A 1 INCH (3 CM) DIAMETER BRASS PLUG SET FLUSH IN THE
 DP7917'TOP OF A SQUARE CONCRETE POST, SET ABOUT 1 FT (0.3 M) BELOW THE
 DP7917'GROUND.
 DP7917'
 DP7917'THE STATION IS ALSO KNOWN AS 138 BASELINE STATION 420+00.69.
 DP7917'
 DP7917'NOTE-13 K 12 IS STAMPED AROUND THE PLUG ON WHAT LOOKS LIKE A A WASHER.
 DP7917
 DP7917                          STATION RECOVERY (2022)
 DP7917
 DP7917'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DP7917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7918 ***********************************************************************
 DP7918  DESIGNATION -  13 K 13
 DP7918  PID         -  DP7918
 DP7918  STATE/COUNTY-  NJ/MONMOUTH
 DP7918  COUNTRY     -  US
 DP7918  USGS QUAD   -  ASBURY PARK (2019)
 DP7918
 DP7918                         *CURRENT SURVEY CONTROL
 DP7918  ______________________________________________________________________
 DP7918* NAD 83(1986) POSITION- 40 10 13.68   (N) 074 05 36.32   (W)   HD_HELD1
 DP7918* NAVD 88 ORTHO HEIGHT -    36.703 (meters)      120.42  (feet) ADJUSTED
 DP7918  ______________________________________________________________________
 DP7918  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 DP7918  DYNAMIC HEIGHT  -         36.686 (meters)      120.36  (feet) COMP
 DP7918  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 DP7918
 DP7918  VERT ORDER      -  FIRST     CLASS II
 DP7918
 DP7918.The horizontal coordinates were determined by differentially corrected
 DP7918.hand held GPS observations or other comparable positioning techniques
 DP7918.and have an estimated accuracy of +/- 3 meters.
 DP7918
 DP7918.The orthometric height was determined by differential leveling and
 DP7918.adjusted by the NATIONAL GEODETIC SURVEY
 DP7918.in September 2015.
 DP7918
 DP7918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7918.GEOID18 height accuracy estimate available here.
 DP7918
 DP7918.Click photographs - Photos may exist for this station.
 DP7918
 DP7918.The dynamic height is computed by dividing the NAVD 88
 DP7918.geopotential number by the normal gravity value computed on the
 DP7918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7918.degrees latitude (g = 980.6199 gals.).
 DP7918
 DP7918.The modeled gravity was interpolated from observed gravity values.
 DP7918
 DP7918;                    North         East    Units  Estimated Accuracy
 DP7918;SPC NJ       -   148,519.8     184,629.3     MT  (+/- 3 meters HH1 GPS) 
 DP7918
 DP7918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7719247071(NAD 83)
 DP7918
 DP7918                          SUPERSEDED SURVEY CONTROL
 DP7918
 DP7918.No superseded survey control is available for this station.
 DP7918
 DP7918_MARKER: Z = SEE DESCRIPTION
 DP7918_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP7918_STAMPING: 13 K 13
 DP7918_MARK LOGO: NJGS
 DP7918_PROJECTION: RECESSED 30 CENTIMETERS
 DP7918_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7918+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2022
 DP7918
 DP7918  HISTORY     - Date     Condition        Report By
 DP7918  HISTORY     - 20130816 MONUMENTED       NJGS
 DP7918  HISTORY     - 20220726 GOOD             AAAS
 DP7918
 DP7918                          STATION DESCRIPTION
 DP7918
 DP7918'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DP7918'THE STATION IS LOCATED IN WALL TOWNSHIP IN THE CENTER GRASS MEDIAN OF
 DP7918'STATE HIGHWAY 138, JUST WEST FROM THE INTERSECTION WITH ALLENWOOD
 DP7918'ROAD.
 DP7918'
 DP7918'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 34 AND
 DP7918'STATE HIGHWAY 138, GO EAST ON STATE HIGHWAY 138 FOR 0.70 MI (1.1 KM)
 DP7918'TO THE STATION ON THE LEFT.
 DP7918'
 DP7918'THE STATION IS 18.9 FT (5.8 M) SOUTH FROM THE SOUTH EDGE OF PAVING OF
 DP7918'THE WESTBOUND LANES OF STATE HIGHWAY 138, 19.3 FT (5.9 M) NORTH FROM
 DP7918'THE NORTH EDGE OF THE EASTBOUND LANES OF STATE HIGHWAY 138 AND 107.0
 DP7918'FT (32.6 M) WEST FROM THE WEST CURB IN THE CENTER GRASS MEDIAN AT THE
 DP7918'INTERSECTION WITH ALLENWOOD ROAD.
 DP7918'
 DP7918'THE STATION IS A 1 INCH (3 CM) DIAMETER BRASS PLUG, SET FLUSH IN THE
 DP7918'TOP OF A SQUARE CONCRETE MONUMENT SET ABOUT 1 FT (0.3 M) BELOW THE
 DP7918'GROUND.
 DP7918'
 DP7918'THE STATION IS ALSO KNOWN AS 138 BASELINE STATION 396+00.81.
 DP7918'
 DP7918'NOTE-13 K 13 IS STAMPED AROUND THE PLUG ON WHAT LOOKS LIKE A WASHER.
 DP7918
 DP7918                          STATION RECOVERY (2022)
 DP7918
 DP7918'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DP7918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5276 ***********************************************************************
 DR5276  DESIGNATION -  13 K 13
 DR5276  PID         -  DR5276
 DR5276  STATE/COUNTY-  NJ/MONMOUTH
 DR5276  COUNTRY     -  US
 DR5276  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5276
 DR5276                         *CURRENT SURVEY CONTROL
 DR5276  ______________________________________________________________________
 DR5276* NAD 83(1986) POSITION- 40 25 33.90   (N) 074 06 11.49   (W)   HD_HELD1
 DR5276* NAVD 88 ORTHO HEIGHT -     3.764 (meters)       12.35  (feet) ADJUSTED
 DR5276  ______________________________________________________________________
 DR5276  GEOID HEIGHT    -        -32.373 (meters)                     GEOID18
 DR5276  DYNAMIC HEIGHT  -          3.762 (meters)       12.34  (feet) COMP
 DR5276  MODELED GRAVITY -    980,218.1   (mgal)                       NAVD 88
 DR5276
 DR5276  VERT ORDER      -  FIRST     CLASS II
 DR5276
 DR5276.The horizontal coordinates were determined by differentially corrected
 DR5276.hand held GPS observations or other comparable positioning techniques
 DR5276.and have an estimated accuracy of +/- 3 meters.
 DR5276
 DR5276.The orthometric height was determined by differential leveling and
 DR5276.adjusted by the NATIONAL GEODETIC SURVEY
 DR5276.in July 2020.
 DR5276
 DR5276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5276.GEOID18 height accuracy estimate available here.
 DR5276
 DR5276.Click photographs - Photos may exist for this station.
 DR5276
 DR5276.The dynamic height is computed by dividing the NAVD 88
 DR5276.geopotential number by the normal gravity value computed on the
 DR5276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5276.degrees latitude (g = 980.6199 gals.).
 DR5276
 DR5276.The modeled gravity was interpolated from observed gravity values.
 DR5276
 DR5276;                    North         East    Units  Estimated Accuracy
 DR5276;SPC NJ       -   176,897.0     183,670.1     MT  (+/- 3 meters HH1 GPS) 
 DR5276
 DR5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7607375436(NAD 83)
 DR5276
 DR5276                          SUPERSEDED SURVEY CONTROL
 DR5276
 DR5276.No superseded survey control is available for this station.
 DR5276
 DR5276_MARKER: DD = SURVEY DISK
 DR5276_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5276_SP_SET: ELECTRICAL BOX
 DR5276_STAMPING: 13 K 13 2018
 DR5276_MARK LOGO: NJGS
 DR5276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5276+STABILITY: SURFACE MOTION
 DR5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5276+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 DR5276
 DR5276  HISTORY     - Date     Condition        Report By
 DR5276  HISTORY     - 20180825 MONUMENTED       NJGS
 DR5276
 DR5276                          STATION DESCRIPTION
 DR5276
 DR5276'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5276'THE STATION IS ABOUT 10.2 MI (16.4 KM) NORTHWEST OF LONG BRANCH, 10.2
 DR5276'MI (16.4 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 5.1 MI (8.2 KM) EAST OF
 DR5276'KEYPORT, IN MIDDLETOWN TOWNSHIP, PORT MONMOUTH.
 DR5276'
 DR5276'THE STATION IS SET IN A DRILL HOLE IN THE CORNER OF A DEPARTMENT OF
 DR5276'TRANSPORTATION CONCRETE ELECTRICAL BOX ON THE NORTHWEST CORNER OF THE
 DR5276'JUNCTION OF NEW JERSEY STATE ROUTE 36 AND WILSON AVENUE.
 DR5276'
 DR5276'THE STATION IS 46.75 FT (14.2 M) NORTHWEST OF THE CENTERLINE OF WILSON
 DR5276'AVENUE, 39.75 FT (12.1 M) EAST-SOUTHEAST OF THE EAST CORNER OF A
 DR5276'DRAINAGE INLET, 26.67 FT (8.1 M) WEST OF A FIRE HYDRANT, 10.5 FT (3.2
 DR5276'M) EAST OF A POWER LINE POLE BT5028MDT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5353 ***********************************************************************
 DR5353  DESIGNATION -  13 K 14
 DR5353  PID         -  DR5353
 DR5353  STATE/COUNTY-  NJ/MONMOUTH
 DR5353  COUNTRY     -  US
 DR5353  USGS QUAD   -  LONG BRANCH EAST (2019)
 DR5353
 DR5353                         *CURRENT SURVEY CONTROL
 DR5353  ______________________________________________________________________
 DR5353* NAD 83(1986) POSITION- 40 21 34.51   (N) 073 58 25.25   (W)   HD_HELD1
 DR5353* NAVD 88 ORTHO HEIGHT -     1.746 (meters)        5.73  (feet) ADJUSTED
 DR5353  ______________________________________________________________________
 DR5353  GEOID HEIGHT    -        -32.660 (meters)                     GEOID18
 DR5353  DYNAMIC HEIGHT  -          1.745 (meters)        5.73  (feet) COMP
 DR5353  MODELED GRAVITY -    980,177.2   (mgal)                       NAVD 88
 DR5353
 DR5353  VERT ORDER      -  FIRST     CLASS II
 DR5353
 DR5353.The horizontal coordinates were determined by differentially corrected
 DR5353.hand held GPS observations or other comparable positioning techniques
 DR5353.and have an estimated accuracy of +/- 3 meters.
 DR5353
 DR5353.The orthometric height was determined by differential leveling and
 DR5353.adjusted by the NATIONAL GEODETIC SURVEY
 DR5353.in July 2020.
 DR5353
 DR5353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5353.GEOID18 height accuracy estimate available here.
 DR5353
 DR5353.Click photographs - Photos may exist for this station.
 DR5353
 DR5353.The dynamic height is computed by dividing the NAVD 88
 DR5353.geopotential number by the normal gravity value computed on the
 DR5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5353.degrees latitude (g = 980.6199 gals.).
 DR5353
 DR5353.The modeled gravity was interpolated from observed gravity values.
 DR5353
 DR5353;                    North         East    Units  Estimated Accuracy
 DR5353;SPC NJ       -   169,571.1     194,703.4     MT  (+/- 3 meters HH1 GPS) 
 DR5353
 DR5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8714568174(NAD 83)
 DR5353
 DR5353                          SUPERSEDED SURVEY CONTROL
 DR5353
 DR5353.No superseded survey control is available for this station.
 DR5353
 DR5353_MARKER: DD = SURVEY DISK
 DR5353_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5353_SP_SET: ELECTRICAL CABINET BASE
 DR5353_STAMPING: 13 K 14 2018
 DR5353_MARK LOGO: NJGS
 DR5353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5353+STABILITY: SURFACE MOTION
 DR5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5353+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2022
 DR5353
 DR5353  HISTORY     - Date     Condition        Report By
 DR5353  HISTORY     - 20180122 MONUMENTED       NJGS
 DR5353  HISTORY     - 20211013 GOOD             AAAS
 DR5353  HISTORY     - 20220923 GOOD             NJGS
 DR5353
 DR5353                          STATION DESCRIPTION
 DR5353
 DR5353'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5353'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5353'9.8 MI (15.8 KM) NORTH-NORTHEAST OF ASBURY PARK AND 4.0 MI (6.4 KM)
 DR5353'NORTH-NORTHEAST OF LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5353'
 DR5353'TO REACH FROM THE T-INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND
 DR5353'SHREWSBURY RIVER BRIDGE (COUNTY ROAD 520), GO 0.4 MI (0.6 KM) SOUTH ON
 DR5353'NEW JERSEY STATE ROUTE 36 TO THE STATION ON THE LEFT.
 DR5353'
 DR5353'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE BASE
 DR5353'FOR TWO ELECTRICAL CABINETS ON THE SOUTHEAST CORNER OF THE
 DR5353'INTERSECTION OF CENTER STREET AND NEW JERSEY STATE ROUTE 36, 24 FT
 DR5353'(7.3 M) SOUTH OF THE SOUTH CURB OF CENTER STREET, 8.5 FT (2.6 M) EAST
 DR5353'OF THE EAST CURB OF NEW JERSEY STATE ROUTE 36, 27.5 FT (8.4 M)
 DR5353'SOUTHWEST OF A POLE NUMBER BT204SBR, 43 FT (13.1 M) NORTH OF THE
 DR5353'CENTERLINE OF A DRIVEWAY TO A RESTAURANT.
 DR5353
 DR5353                          STATION RECOVERY (2021)
 DR5353
 DR5353'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DR5353'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DR5353'PC.
 DR5353
 DR5353                          STATION RECOVERY (2022)
 DR5353
 DR5353'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DR5353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5350 ***********************************************************************
 DR5350  DESIGNATION -  13 K 15
 DR5350  PID         -  DR5350
 DR5350  STATE/COUNTY-  NJ/MONMOUTH
 DR5350  COUNTRY     -  US
 DR5350  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5350
 DR5350                         *CURRENT SURVEY CONTROL
 DR5350  ______________________________________________________________________
 DR5350* NAD 83(1986) POSITION- 40 19 18.72   (N) 074 01 00.53   (W)   HD_HELD1
 DR5350* NAVD 88 ORTHO HEIGHT -     1.690 (meters)        5.54  (feet) ADJUSTED
 DR5350  ______________________________________________________________________
 DR5350  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 DR5350  DYNAMIC HEIGHT  -          1.689 (meters)        5.54  (feet) COMP
 DR5350  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 DR5350
 DR5350  VERT ORDER      -  FIRST     CLASS II
 DR5350
 DR5350.The horizontal coordinates were determined by differentially corrected
 DR5350.hand held GPS observations or other comparable positioning techniques
 DR5350.and have an estimated accuracy of +/- 3 meters.
 DR5350
 DR5350.The orthometric height was determined by differential leveling and
 DR5350.adjusted by the NATIONAL GEODETIC SURVEY
 DR5350.in July 2020.
 DR5350
 DR5350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5350.GEOID18 height accuracy estimate available here.
 DR5350
 DR5350.Click photographs - Photos may exist for this station.
 DR5350
 DR5350.The dynamic height is computed by dividing the NAVD 88
 DR5350.geopotential number by the normal gravity value computed on the
 DR5350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5350.degrees latitude (g = 980.6199 gals.).
 DR5350
 DR5350.The modeled gravity was interpolated from observed gravity values.
 DR5350
 DR5350;                    North         East    Units  Estimated Accuracy
 DR5350;SPC NJ       -   165,362.2     191,062.7     MT  (+/- 3 meters HH1 GPS) 
 DR5350
 DR5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8352963946(NAD 83)
 DR5350
 DR5350                          SUPERSEDED SURVEY CONTROL
 DR5350
 DR5350.No superseded survey control is available for this station.
 DR5350
 DR5350_MARKER: DD = SURVEY DISK
 DR5350_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5350_SP_SET: ELECTRICAL MANHOLE RIM
 DR5350_STAMPING: 13 K 15 2018
 DR5350_MARK LOGO: NJGS
 DR5350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5350+STABILITY: SURFACE MOTION
 DR5350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5350+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5350
 DR5350  HISTORY     - Date     Condition        Report By
 DR5350  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5350
 DR5350                          STATION DESCRIPTION
 DR5350
 DR5350'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5350'THE MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) NORTHEAST OF FARMINGDALE,
 DR5350'7.0 MI (11.3 KM) NORTH OF ASBURY PARK AND 1.8 MI (2.9 KM) NORTHWEST OF
 DR5350'LONG BRANCH, IN OCEANPORT.
 DR5350'
 DR5350'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 DR5350'RECTANGULAR ELECTRICAL MANHOLE IN THE TRIANGULAR SHAPED TRAFFIC ISLAND
 DR5350'AT THE NORTHEAST CORNER OF THE JUNCTION OF MYRTLE AVENUE AND MONMOUTH
 DR5350'BOULEVARD.
 DR5350'
 DR5350'TO REACH FROM THE INTERSECTION OF JOLINE AVENUE (NEW JERSEY STATE
 DR5350'ROUTE 36) AND OCEANPORT AVENUE (COUNTY ROUTE 11), GO 0.7 MI (1.1 KM)
 DR5350'NORTHWEST ON OCEANPORT AVENUE TO THE JUNCTION WITH PORT AU PECK
 DR5350'AVENUE.  TURN RIGHT AND GO 0.5 MI (0.8 KM) EAST-NORTHEAST ON PORT AU
 DR5350'PECK AVENUE TO THE JUNCTION WITH MYRTLE AVENUE.  TURN LEFT AND GO 0.6
 DR5350'MI (1.0 KM) NORTH ON MYRTLE AVENUE TO THE STATION ON THE RIGHT AT THE
 DR5350'JUNCTION.
 DR5350'
 DR5350'THE STATION IS 5 FT (1.5 M) EAST OF THE TRAFFIC SIGNAL MAST, 8.5 FT
 DR5350'(2.6 M) EAST OF THE WEST CURB OF THE ISLAND, 30 FT (9.1 M) EAST OF THE
 DR5350'CENTERLINE OF MYRTLE AVENUE (COUNTY ROUTE 33), 5.6 FT (1.7 M)
 DR5350'SOUTHWEST OF THE NORTHEAST CURB OF THE ENTRANCE LANE ONTO MYRTLE
 DR5350'AVENUE FROM MONMOUTH BOULEVARD, 26 FT (7.9 M) NORTH OF THE CENTERLINE
 DR5350'OF MONMOUTH BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5376 ***********************************************************************
 DR5376  DESIGNATION -  13 K 16
 DR5376  PID         -  DR5376
 DR5376  STATE/COUNTY-  NJ/MONMOUTH
 DR5376  COUNTRY     -  US
 DR5376  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5376
 DR5376                         *CURRENT SURVEY CONTROL
 DR5376  ______________________________________________________________________
 DR5376* NAD 83(1986) POSITION- 40 19 25.00   (N) 074 06 54.25   (W)   HD_HELD1
 DR5376* NAVD 88 ORTHO HEIGHT -    18.557 (meters)       60.88  (feet) ADJUSTED
 DR5376  ______________________________________________________________________
 DR5376  GEOID HEIGHT    -        -32.451 (meters)                     GEOID18
 DR5376  DYNAMIC HEIGHT  -         18.550 (meters)       60.86  (feet) COMP
 DR5376  MODELED GRAVITY -    980,207.5   (mgal)                       NAVD 88
 DR5376
 DR5376  VERT ORDER      -  FIRST     CLASS II
 DR5376
 DR5376.The horizontal coordinates were determined by differentially corrected
 DR5376.hand held GPS observations or other comparable positioning techniques
 DR5376.and have an estimated accuracy of +/- 3 meters.
 DR5376
 DR5376.The orthometric height was determined by differential leveling and
 DR5376.adjusted by the NATIONAL GEODETIC SURVEY
 DR5376.in July 2020.
 DR5376
 DR5376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5376.GEOID18 height accuracy estimate available here.
 DR5376
 DR5376.Click photographs - Photos may exist for this station.
 DR5376
 DR5376.The dynamic height is computed by dividing the NAVD 88
 DR5376.geopotential number by the normal gravity value computed on the
 DR5376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5376.degrees latitude (g = 980.6199 gals.).
 DR5376
 DR5376.The modeled gravity was interpolated from observed gravity values.
 DR5376
 DR5376;                    North         East    Units  Estimated Accuracy
 DR5376;SPC NJ       -   165,515.0     182,711.8     MT  (+/- 3 meters HH1 GPS) 
 DR5376
 DR5376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7518064051(NAD 83)
 DR5376
 DR5376                          SUPERSEDED SURVEY CONTROL
 DR5376
 DR5376.No superseded survey control is available for this station.
 DR5376
 DR5376_MARKER: DD = SURVEY DISK
 DR5376_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5376_SP_SET: CURB
 DR5376_STAMPING: 13 K 16 2019
 DR5376_MARK LOGO: NJGS
 DR5376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5376+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 DR5376
 DR5376  HISTORY     - Date     Condition        Report By
 DR5376  HISTORY     - 20190225 MONUMENTED       NJGS
 DR5376
 DR5376                          STATION DESCRIPTION
 DR5376
 DR5376'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 DR5376'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHEAST OF KEYPORT,
 DR5376'7.0 MI (11.3 KM) EAST OF MARLBORO AND 6.6 MI (10.6 KM) WEST-NORTHWEST
 DR5376'OF LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5376'
 DR5376'TO REACH FROM THE INTERSECTION OF NEWMAN SPRING ROAD (COUNTY ROUTE
 DR5376'520) AND SWIMMING RIVER ROAD (COUNTY ROUTE 50), GO 0.6 MI (1.0 KM)
 DR5376'SOUTHEAST ON SWIMMING RIVER ROAD TO THE STATION ON THE RIGHT, AT THE
 DR5376'T-JUNCTION OF SWIMMING RIVER ROAD AND COLONIAL WAY.
 DR5376'
 DR5376'THE STATION IS SET IN A DRILL HOLE IN THE CURB, 54.7 FT (16.7 M)
 DR5376'SOUTH-SOUTHEAST OF THE EXTENDED CENTERLINE OF COLONIAL WAY, 21.2 FT
 DR5376'(6.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF SWIMMING RIVER ROAD, 82.8
 DR5376'FT (25.2 M) NORTH OF POLE NUMBER JC179MDT, 7.2 FT (2.2 M) NORTHWEST OF
 DR5376'THE CENTER OF AN INLET CURB PIECE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6318 ***********************************************************************
 KV6318  DESIGNATION -  13 K 2
 KV6318  PID         -  KV6318
 KV6318  STATE/COUNTY-  NJ/MONMOUTH
 KV6318  COUNTRY     -  US
 KV6318  USGS QUAD   -  ROOSEVELT (2019)
 KV6318
 KV6318                         *CURRENT SURVEY CONTROL
 KV6318  ______________________________________________________________________
 KV6318* NAD 83(1986) POSITION- 40 10 15.     (N) 074 26 51.     (W)   SCALED
 KV6318* NAVD 88 ORTHO HEIGHT -    49.722 (meters)      163.13  (feet) ADJUSTED
 KV6318  ______________________________________________________________________
 KV6318  GEOID HEIGHT    -        -32.411 (meters)                     GEOID18
 KV6318  DYNAMIC HEIGHT  -         49.702 (meters)      163.06  (feet) COMP
 KV6318  MODELED GRAVITY -    980,209.7   (mgal)                       NAVD 88
 KV6318
 KV6318  VERT ORDER      -  FIRST     CLASS II
 KV6318
 KV6318.The horizontal coordinates were scaled from a map and have
 KV6318.an estimated accuracy of +/- 6 seconds.
 KV6318
 KV6318.The orthometric height was determined by differential leveling and
 KV6318.adjusted by the NATIONAL GEODETIC SURVEY
 KV6318.in June 1991.
 KV6318
 KV6318.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6318.GEOID18 height accuracy estimate available here.
 KV6318
 KV6318.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK470468(NAD 83)
 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
 KV6318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6318.See file dsdata.pdf to determine how the superseded data were derived.
 KV6318
 KV6318_MARKER: Z = SEE DESCRIPTION
 KV6318_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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  HISTORY     - 20210311 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.
 KV6318
 KV6318                          STATION RECOVERY (2021)
 KV6318
 KV6318'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV6318'NOT ENOUGH ROOM TO SAFELY SET UP TRIPOD ON MARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5261 ***********************************************************************
 DF5261  DESIGNATION -  13 K 3
 DF5261  PID         -  DF5261
 DF5261  STATE/COUNTY-  NJ/MONMOUTH
 DF5261  COUNTRY     -  US
 DF5261  USGS QUAD   -  ALLENTOWN (2016)
 DF5261
 DF5261                         *CURRENT SURVEY CONTROL
 DF5261  ______________________________________________________________________
 DF5261* NAD 83(2011) POSITION- 40 12 56.95886(N) 074 31 00.15025(W)   ADJUSTED
 DF5261* NAD 83(2011) ELLIP HT-     2.324 (meters)        (06/27/12)   ADJUSTED
 DF5261* NAD 83(2011) EPOCH   -  2010.00
 DF5261* NAVD 88 ORTHO HEIGHT -    34.9   (meters)      115.    (feet) GPS OBS
 DF5261  ______________________________________________________________________
 DF5261  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5261  GEOID HEIGHT    -        -32.545 (meters)                     GEOID99
 DF5261  GEOID HEIGHT    -        -32.571 (meters)                     GEOID18
 DF5261  NAD 83(2011) X  -  1,302,023.354 (meters)                     COMP
 DF5261  NAD 83(2011) Y  - -4,700,266.732 (meters)                     COMP
 DF5261  NAD 83(2011) Z  -  4,096,315.624 (meters)                     COMP
 DF5261  LAPLACE CORR    -          4.23  (seconds)                    DEFLEC18
 DF5261
 DF5261  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5261  Standards:
 DF5261         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5261            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5261  -------------------------------------------------------------------
 DF5261  NETWORK    0.89   1.39           0.40   0.30   0.71      0.30237502
 DF5261  -------------------------------------------------------------------
 DF5261  Click here for local accuracies and other accuracy information.
 DF5261
 DF5261.The horizontal coordinates were established by GPS observations
 DF5261.and adjusted by the National Geodetic Survey in June 2012.
 DF5261
 DF5261.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5261.been affixed to the stable North American tectonic plate. See 
 DF5261.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5261
 DF5261.The horizontal coordinates are valid at the epoch date displayed above
 DF5261.which is a decimal equivalence of Year/Month/Day.
 DF5261
 DF5261.The orthometric height was determined by GPS observations and a
 DF5261.high-resolution geoid model.
 DF5261
 DF5261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5261.GEOID18 height accuracy estimate available here.
 DF5261
 DF5261.Click photographs - Photos may exist for this station.
 DF5261
 DF5261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5261
 DF5261.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5261
 DF5261.The ellipsoidal height was determined by GPS observations
 DF5261.and is referenced to NAD 83.
 DF5261
 DF5261. The following values were computed from the NAD 83(2011) position.
 DF5261
 DF5261;                    North         East     Units Scale Factor Converg.
 DF5261;SPC NJ       -   153,476.299   148,577.849   MT  0.99990002   -0 00 38.8
 DF5261;SPC NJ       -   503,530.16    487,459.16   sFT  0.99990002   -0 00 38.8
 DF5261;UTM  18      - 4,451,823.772   541,123.536   MT  0.99962082   +0 18 43.4
 DF5261
 DF5261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5261!SPC NJ       -   0.99999964  x   0.99990002  =   0.99989966
 DF5261!UTM  18      -   0.99999964  x   0.99962082  =   0.99962046
 DF5261
 DF5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4112351823(NAD 83)
 DF5261
 DF5261                          SUPERSEDED SURVEY CONTROL
 DF5261
 DF5261  NAD 83(2007)-  40 12 56.95940(N)    074 31 00.15088(W) AD(2002.00) 0
 DF5261  ELLIP H (02/10/07)    2.329  (m)                       GP(2002.00)    
 DF5261  NAD 83(1996)-  40 12 56.95936(N)    074 31 00.15088(W) AD(       ) 1
 DF5261  ELLIP H (04/17/03)    2.354  (m)                       GP(       ) 3 1
 DF5261
 DF5261.Superseded values are not recommended for survey control.
 DF5261
 DF5261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5261.See file dsdata.pdf to determine how the superseded data were derived.
 DF5261
 DF5261_STAMPING: 13 K 3 1991
 DF5261_MARK LOGO: NJGS
 DF5261_PROJECTION: RECESSED 6 CENTIMETERS
 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  HISTORY     - 20170308 MARK NOT FOUND   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'
 DF5261
 DF5261                          STATION RECOVERY (2017)
 DF5261
 DF5261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 DF5261'THE AREA HAS BEEN COMPLETELY REGRADED.  THE OLD BOAT LAUNCH WAS
 DF5261'REMOVED AND NEW BOAT LAUNCH IS LOCATED AT A DIFFERENT LOCATION.  NO
 DF5261'TIES EXIST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6968 ***********************************************************************
 KV6968  DESIGNATION -  13 K 4
 KV6968  PID         -  KV6968
 KV6968  STATE/COUNTY-  NJ/MONMOUTH
 KV6968  COUNTRY     -  US
 KV6968  USGS QUAD   -  FARMINGDALE (2016)
 KV6968
 KV6968                         *CURRENT SURVEY CONTROL
 KV6968  ______________________________________________________________________
 KV6968* NAD 83(2011) POSITION- 40 11 10.92165(N) 074 14 59.03846(W)   ADJUSTED
 KV6968* NAD 83(2011) ELLIP HT-     9.484 (meters)        (06/27/12)   ADJUSTED
 KV6968* NAD 83(2011) EPOCH   -  2010.00
 KV6968* NAVD 88 ORTHO HEIGHT -    42.0   (meters)      138.    (feet) GPS OBS
 KV6968  ______________________________________________________________________
 KV6968  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6968  GEOID HEIGHT    -        -32.770 (meters)                     GEOID93
 KV6968  GEOID HEIGHT    -        -32.475 (meters)                     GEOID18
 KV6968  NAD 83(2011) X  -  1,324,485.040 (meters)                     COMP
 KV6968  NAD 83(2011) Y  - -4,696,185.911 (meters)                     COMP
 KV6968  NAD 83(2011) Z  -  4,093,822.201 (meters)                     COMP
 KV6968  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 KV6968
 KV6968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6968  Standards:
 KV6968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6968  -------------------------------------------------------------------
 KV6968  NETWORK    0.68   1.16           0.31   0.24   0.59      0.06291225
 KV6968  -------------------------------------------------------------------
 KV6968  Click here for local accuracies and other accuracy information.
 KV6968
 KV6968.The horizontal coordinates were established by GPS observations
 KV6968.and adjusted by the National Geodetic Survey in June 2012.
 KV6968
 KV6968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6968.been affixed to the stable North American tectonic plate. See 
 KV6968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6968
 KV6968.The horizontal coordinates are valid at the epoch date displayed above
 KV6968.which is a decimal equivalence of Year/Month/Day.
 KV6968
 KV6968.The orthometric height was determined by GPS observations and a
 KV6968.high-resolution geoid model.
 KV6968
 KV6968.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6968.GEOID18 height accuracy estimate available here.
 KV6968
 KV6968.Click photographs - Photos may exist for this station.
 KV6968
 KV6968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6968
 KV6968.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6968
 KV6968.The ellipsoidal height was determined by GPS observations
 KV6968.and is referenced to NAD 83.
 KV6968
 KV6968. The following values were computed from the NAD 83(2011) position.
 KV6968
 KV6968;                    North         East     Units Scale Factor Converg.
 KV6968;SPC NJ       -   150,235.911   171,310.939   MT  0.99990559   +0 09 41.4
 KV6968;SPC NJ       -   492,898.98    562,042.64   sFT  0.99990559   +0 09 41.4
 KV6968;UTM  18      - 4,448,712.322   563,868.437   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6386848712(NAD 83)
 KV6968
 KV6968                          SUPERSEDED SURVEY CONTROL
 KV6968
 KV6968  NAD 83(2007)-  40 11 10.92224(N)    074 14 59.03929(W) AD(2002.00) 0
 KV6968  ELLIP H (02/10/07)    9.488  (m)                       GP(2002.00)    
 KV6968  ELLIP H (10/23/02)    9.495  (m)                       GP(       ) 4 1
 KV6968  NAD 83(1996)-  40 11 10.92214(N)    074 14 59.03983(W) AD(       ) 1
 KV6968  ELLIP H (05/14/99)    9.491  (m)                       GP(       ) 4 1
 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
 KV6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6968.See file dsdata.pdf to determine how the superseded data were derived.
 KV6968
 KV6968_MARKER: DD = SURVEY DISK
 KV6968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 27, 2020
 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  HISTORY     - 20200427 GOOD             NJGS
 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                          STATION RECOVERY (2006)
 KV6968
 KV6968'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6968'RECOVERED IN GOOD CONDITION.
 KV6968
 KV6968                          STATION RECOVERY (2020)
 KV6968
 KV6968'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6968'THE NOSE OF THE RAMP WAS IMPROVED.  THE NEW DISTANCE IS 80 FT (24.4 M)
 KV6968'SOUTH FROM THE SOUTH END OF THE CURB LEADING TO THE NOSE OF THE RAMP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7142 ***********************************************************************
 KV7142  DESIGNATION -  13 K 5
 KV7142  PID         -  KV7142
 KV7142  STATE/COUNTY-  NJ/MONMOUTH
 KV7142  COUNTRY     -  US
 KV7142  USGS QUAD   -  KEYPORT (2016)
 KV7142
 KV7142                         *CURRENT SURVEY CONTROL
 KV7142  ______________________________________________________________________
 KV7142* NAD 83(2011) POSITION- 40 24 50.13509(N) 074 13 36.76792(W)   ADJUSTED
 KV7142* NAD 83(2011) ELLIP HT-   -20.404 (meters)        (06/27/12)   ADJUSTED
 KV7142* NAD 83(2011) EPOCH   -  2010.00
 KV7142* NAVD 88 ORTHO HEIGHT -    11.975 (meters)       39.29  (feet) ADJUSTED
 KV7142  ______________________________________________________________________
 KV7142  GEOID HEIGHT    -        -32.373 (meters)                     GEOID18
 KV7142  NAD 83(2011) X  -  1,321,909.278 (meters)                     COMP
 KV7142  NAD 83(2011) Y  - -4,679,907.428 (meters)                     COMP
 KV7142  NAD 83(2011) Z  -  4,113,074.113 (meters)                     COMP
 KV7142  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 KV7142  DYNAMIC HEIGHT  -         11.971 (meters)       39.27  (feet) COMP
 KV7142  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 KV7142
 KV7142  VERT ORDER      -  FIRST     CLASS II
 KV7142
 KV7142  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7142  Standards:
 KV7142         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7142            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7142  -------------------------------------------------------------------
 KV7142  NETWORK    0.33   0.55           0.14   0.13   0.28      0.04231628
 KV7142  -------------------------------------------------------------------
 KV7142  Click here for local accuracies and other accuracy information.
 KV7142
 KV7142.The horizontal coordinates were established by GPS observations
 KV7142.and adjusted by the National Geodetic Survey in June 2012.
 KV7142
 KV7142.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7142.been affixed to the stable North American tectonic plate. See 
 KV7142.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7142
 KV7142.The horizontal coordinates are valid at the epoch date displayed above
 KV7142.which is a decimal equivalence of Year/Month/Day.
 KV7142
 KV7142.The orthometric height was determined by differential leveling and
 KV7142.adjusted by the NATIONAL GEODETIC SURVEY
 KV7142.in February 2016.
 KV7142
 KV7142.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7142.GEOID18 height accuracy estimate available here.
 KV7142
 KV7142.Click photographs - Photos may exist for this station.
 KV7142
 KV7142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7142
 KV7142.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7142
 KV7142.The ellipsoidal height was determined by GPS observations
 KV7142.and is referenced to NAD 83.
 KV7142
 KV7142.The dynamic height is computed by dividing the NAVD 88
 KV7142.geopotential number by the normal gravity value computed on the
 KV7142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV7142.degrees latitude (g = 980.6199 gals.).
 KV7142
 KV7142.The modeled gravity was interpolated from observed gravity values.
 KV7142
 KV7142. The following values were computed from the NAD 83(2011) position.
 KV7142
 KV7142;                    North         East     Units Scale Factor Converg.
 KV7142;SPC NJ       -   175,507.443   173,179.033   MT  0.99990661   +0 10 37.4
 KV7142;SPC NJ       -   575,810.67    568,171.54   sFT  0.99990661   +0 10 37.4
 KV7142;UTM  18      - 4,473,987.561   565,593.415   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6559373987(NAD 83)
 KV7142
 KV7142                          SUPERSEDED SURVEY CONTROL
 KV7142
 KV7142  NAD 83(2007)-  40 24 50.13548(N)    074 13 36.76844(W) AD(2002.00) 0
 KV7142  ELLIP H (02/10/07)  -20.391  (m)                       GP(2002.00)    
 KV7142  ELLIP H (10/23/02)  -20.385  (m)                       GP(       ) 4 1
 KV7142  NAD 83(1996)-  40 24 50.13560(N)    074 13 36.76867(W) AD(       ) 1
 KV7142  ELLIP H (05/14/99)  -20.388  (m)                       GP(       ) 4 1
 KV7142  NAD 83(1992)-  40 24 50.13475(N)    074 13 36.76880(W) AD(       ) 1
 KV7142  ELLIP H (09/14/94)  -20.456  (m)                       GP(       ) 3 1
 KV7142  NAVD 88 (09/14/94)   12.0    (m)  GEOID93  model used  GPS OBS        
 KV7142
 KV7142.Superseded values are not recommended for survey control.
 KV7142
 KV7142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7142.See file dsdata.pdf to determine how the superseded data were derived.
 KV7142
 KV7142_MARKER: DD = SURVEY DISK
 KV7142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV7142_SP_SET: BRIDGE SIDEWALK
 KV7142_STAMPING: 13 K 5 1993
 KV7142_MARK LOGO: NJGS
 KV7142_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV7142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7142+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 KV7142
 KV7142  HISTORY     - Date     Condition        Report By
 KV7142  HISTORY     - 1993     MONUMENTED       NJGS
 KV7142  HISTORY     - 20010511 GOOD             USPSQD
 KV7142  HISTORY     - 20141030 GOOD             NJGS
 KV7142  HISTORY     - 20150317 GOOD             NJGS
 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.
 KV7142
 KV7142                          STATION RECOVERY (2014)
 KV7142
 KV7142'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV7142'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF SOUTH
 KV7142'AMBOY JUNCTION, 5.5 MI (8.8 KM) SOUTHEAST OF SOUTH AMBOY AND 1.9 MI
 KV7142'(3.1 KM) SOUTHWEST OF KEYPORT, IN THE BOROUGH OF MATAWAN.
 KV7142
 KV7142                          STATION RECOVERY (2015)
 KV7142
 KV7142'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV7142'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6581 ***********************************************************************
 DK6581  DESIGNATION -  13 K 6
 DK6581  PID         -  DK6581
 DK6581  STATE/COUNTY-  NJ/MONMOUTH
 DK6581  COUNTRY     -  US
 DK6581  USGS QUAD   -  FARMINGDALE (2016)
 DK6581
 DK6581                         *CURRENT SURVEY CONTROL
 DK6581  ______________________________________________________________________
 DK6581* NAD 83(1986) POSITION- 40 14 33.40   (N) 074 14 07.54   (W)   HD_HELD1
 DK6581* NAVD 88 ORTHO HEIGHT -    38.855 (meters)      127.48  (feet) ADJUSTED
 DK6581  ______________________________________________________________________
 DK6581  GEOID HEIGHT    -        -32.390 (meters)                     GEOID18
 DK6581  DYNAMIC HEIGHT  -         38.839 (meters)      127.42  (feet) COMP
 DK6581  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 DK6581
 DK6581  VERT ORDER      -  FIRST     CLASS II
 DK6581
 DK6581.The horizontal coordinates were determined by differentially corrected
 DK6581.hand held GPS observations or other comparable positioning techniques
 DK6581.and have an estimated accuracy of +/- 3 meters.
 DK6581
 DK6581.The orthometric height was determined by differential leveling and
 DK6581.adjusted by the NATIONAL GEODETIC SURVEY
 DK6581.in May 2011.
 DK6581
 DK6581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6581.GEOID18 height accuracy estimate available here.
 DK6581
 DK6581.Click photographs - Photos may exist for this station.
 DK6581
 DK6581.The dynamic height is computed by dividing the NAVD 88
 DK6581.geopotential number by the normal gravity value computed on the
 DK6581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6581.degrees latitude (g = 980.6199 gals.).
 DK6581
 DK6581.The modeled gravity was interpolated from observed gravity values.
 DK6581
 DK6581;                    North         East    Units  Estimated Accuracy
 DK6581;SPC NJ       -   156,484.1     172,510.4     MT  (+/- 3 meters HH1 GPS) 
 DK6581
 DK6581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6503254965(NAD 83)
 DK6581
 DK6581                          SUPERSEDED SURVEY CONTROL
 DK6581
 DK6581.No superseded survey control is available for this station.
 DK6581
 DK6581_MARKER: DD = SURVEY DISK
 DK6581_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6581_SP_SET: CULVERT WINGWALL
 DK6581_STAMPING: 13 K 6 2006
 DK6581_MARK LOGO: NJGS
 DK6581_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6581+STABILITY: SURFACE MOTION
 DK6581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6581+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DK6581
 DK6581  HISTORY     - Date     Condition        Report By
 DK6581  HISTORY     - 20061120 MONUMENTED       NJGS
 DK6581  HISTORY     - 20141117 GOOD             NJGS
 DK6581  HISTORY     - 20150317 GOOD             NJGS
 DK6581
 DK6581                          STATION DESCRIPTION
 DK6581
 DK6581'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6581'THE STATION IS LOCATED IN HOWELL TOWNSHIP, SET IN A DRILL HOLE IN THE
 DK6581'SOUTHEAST WINGWALL ON THE EAST SIDE OF NJ ROUTE 33 BUSINESS FOR A
 DK6581'CULVERT SPANNING BURKES CREEK.
 DK6581'
 DK6581'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK
 DK6581'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO
 DK6581'ABOUT 2.2 MI (3.54 KM) EAST ON ROUTE 33 BUSINESS TO THE STATION ON THE
 DK6581'LEFT.
 DK6581'
 DK6581'THE STATION IS 18.5 FT (5.6 M) EAST OF THE CENTERLINE OF ROUTE 33, 3.5
 DK6581'FT (1.1 M) EAST OF THE GUARDRAIL, 71.0 FT (21.6 M) NORTH OF THE SOUTH
 DK6581'END OF THE GUARDRAIL FOR THE WESTBOUND TRAFFIC, 5.0 FT (1.5 M) SOUTH
 DK6581'OF THE CENTER OF THE CULVERT, 1.5 FT (0.5 M) WEST OF A USGS GALVANIZED
 DK6581'FLOOD MONITORING GAGE.  THE STATION IS BELOW THE ROAD SURFACE.
 DK6581
 DK6581                          STATION RECOVERY (2014)
 DK6581
 DK6581'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DK6581'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHWEST OF FARMINGDALE,
 DK6581'2.4 MI (3.9 KM) EAST-SOUTHEAST OF FREEHOLD AND 2.0 MI (3.2 KM)
 DK6581'NORTH-NORTHEAST OF ADELPHIA, IN HOWELL TOWNSHIP.
 DK6581'
 DK6581'IT IS SET IN A DRILL HOLE IN THE SOUTHEAST WING WALL AT THE SOUTHEAST
 DK6581'CORNER OF THE NORTHEAST CONCRETE CULVERT, ABOUT 3 FT (0.9 M) LOWER
 DK6581'THAN THE ROAD LEVEL, 19 FT (5.8 M) NORTHEAST OF THE CENTERLINE OF
 DK6581'ROUTE 33, 3 FT (0.9 M) NORTHEAST OF THE GUARDRAIL, 71 FT (21.6 M)
 DK6581'NORTHWEST OF THE SOUTHEAST END OF THE GUARDRAIL FOR THE WESTBOUND
 DK6581'LANES, 5 FT (1.5 M) SOUTHEAST OF THE CENTER OF THE CULVERT, 2 FT (0.6
 DK6581'M) SOUTHWEST OF THE GALVANIZED PIPE FOR A USGS FLOOD GAUGE.
 DK6581
 DK6581                          STATION RECOVERY (2015)
 DK6581
 DK6581'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DK6581'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7181 ***********************************************************************
 DM7181  DESIGNATION -  13 K 7
 DM7181  PID         -  DM7181
 DM7181  STATE/COUNTY-  NJ/MONMOUTH
 DM7181  COUNTRY     -  US
 DM7181  USGS QUAD   -  ASBURY PARK (2019)
 DM7181
 DM7181                         *CURRENT SURVEY CONTROL
 DM7181  ______________________________________________________________________
 DM7181* NAD 83(1986) POSITION- 40 12 33.     (N) 074 02 13.     (W)   SCALED
 DM7181* NAVD 88 ORTHO HEIGHT -    11.576 (meters)       37.98  (feet) ADJUSTED
 DM7181  ______________________________________________________________________
 DM7181  GEOID HEIGHT    -        -32.823 (meters)                     GEOID18
 DM7181  DYNAMIC HEIGHT  -         11.570 (meters)       37.96  (feet) COMP
 DM7181  MODELED GRAVITY -    980,172.2   (mgal)                       NAVD 88
 DM7181
 DM7181  VERT ORDER      -  FIRST     CLASS II
 DM7181
 DM7181.The horizontal coordinates were scaled from a map and have
 DM7181.an estimated accuracy of +/- 6 seconds.
 DM7181
 DM7181.The orthometric height was determined by differential leveling and
 DM7181.adjusted by the NATIONAL GEODETIC SURVEY
 DM7181.in May 2011.
 DM7181
 DM7181.No vertical observational check was made to the station.
 DM7181
 DM7181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7181.GEOID18 height accuracy estimate available here.
 DM7181
 DM7181.Click photographs - Photos may exist for this station.
 DM7181
 DM7181.The dynamic height is computed by dividing the NAVD 88
 DM7181.geopotential number by the normal gravity value computed on the
 DM7181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7181.degrees latitude (g = 980.6199 gals.).
 DM7181
 DM7181.The modeled gravity was interpolated from observed gravity values.
 DM7181
 DM7181;                    North         East    Units  Estimated Accuracy
 DM7181;SPC NJ       -   152,840.      189,420.      MT  (+/- 180 meters Scaled)
 DM7181
 DM7181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK819514(NAD 83)
 DM7181
 DM7181                          SUPERSEDED SURVEY CONTROL
 DM7181
 DM7181.No superseded survey control is available for this station.
 DM7181
 DM7181_MARKER: DD = SURVEY DISK
 DM7181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7181_SP_SET: WATER TABLE
 DM7181_STAMPING: 13 K 7 2008
 DM7181_MARK LOGO: NJGS
 DM7181_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7181+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2018
 DM7181
 DM7181  HISTORY     - Date     Condition        Report By
 DM7181  HISTORY     - 20080729 MONUMENTED       NJGS
 DM7181  HISTORY     - 20100801 GOOD             NJGS
 DM7181  HISTORY     - 20180818 GOOD             USPSQD
 DM7181
 DM7181                          STATION DESCRIPTION
 DM7181
 DM7181'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7181'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7181'NORTHEAST CORNER OF THE CONCRETE WATER TABLE FOR AN UNDERGROUND VENT
 DM7181'AGAINST THE SOUTH BUILDING WALL, AT THE WEST SIDE OF THE ENTRANCE TO
 DM7181'THE POLICE STATION ON THE NORTH SIDE OF WASHINGTON AVENUE, AT THE
 DM7181'NEPTUNE MUNICIPAL COMPLEX.
 DM7181'
 DM7181'TO REACH THE STATION FROM THE JUNCTION OF CORLIES AVENUE (NJ STATE 33)
 DM7181'AND NEPTUNE BOULEVARD, GO 0.5 MI (0.8 KM) NORTH ON NEPTUNE BOULEVARD
 DM7181'TO THE JUNCTION WITH WASHINGTON AVENUE.  TURN LEFT AND GO 0.05 MI (0.1
 DM7181'KM) WEST TO THE STATION ON THE RIGHT.
 DM7181'
 DM7181'THE STATION IS 234.0 FT (71.3 M) WEST OF THE WEST CURB OF NEPTUNE
 DM7181'AVENUE, 69.2 FT (21.1 M) NORTH OF THE NORTH CURB OF WASHINGTON AVENUE,
 DM7181'27.3 FT (8.3 M) WEST OF THE CENTER OF THE DOORWAY TO THE POLICE
 DM7181'STATION, 57.8 FT (17.6 M) EAST OF THE SOUTHEAST CORNER OF THE
 DM7181'BUILDING.  THE STATION IS ABOUT 6 INCHES (15 CM) ABOVE THE GROUND.
 DM7181
 DM7181                          STATION RECOVERY (2010)
 DM7181
 DM7181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7181'RECOVERED AS DESCRIBED.
 DM7181
 DM7181                          STATION RECOVERY (2018)
 DM7181
 DM7181'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7206 ***********************************************************************
 DM7206  DESIGNATION -  13 K 8
 DM7206  PID         -  DM7206
 DM7206  STATE/COUNTY-  NJ/MONMOUTH
 DM7206  COUNTRY     -  US
 DM7206  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7206
 DM7206                         *CURRENT SURVEY CONTROL
 DM7206  ______________________________________________________________________
 DM7206* NAD 83(1986) POSITION- 40 18 11.40   (N) 074 04 09.57   (W)   HD_HELD1
 DM7206* NAVD 88 ORTHO HEIGHT -     6.717 (meters)       22.04  (feet) ADJUSTED
 DM7206  ______________________________________________________________________
 DM7206  GEOID HEIGHT    -        -32.574 (meters)                     GEOID18
 DM7206  DYNAMIC HEIGHT  -          6.714 (meters)       22.03  (feet) COMP
 DM7206  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 DM7206
 DM7206  VERT ORDER      -  FIRST     CLASS II
 DM7206
 DM7206.The horizontal coordinates were determined by differentially corrected
 DM7206.hand held GPS observations or other comparable positioning techniques
 DM7206.and have an estimated accuracy of +/- 3 meters.
 DM7206
 DM7206.The orthometric height was determined by differential leveling and
 DM7206.adjusted by the NATIONAL GEODETIC SURVEY
 DM7206.in May 2011.
 DM7206
 DM7206.No vertical observational check was made to the station.
 DM7206
 DM7206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7206.GEOID18 height accuracy estimate available here.
 DM7206
 DM7206.Click photographs - Photos may exist for this station.
 DM7206
 DM7206.The dynamic height is computed by dividing the NAVD 88
 DM7206.geopotential number by the normal gravity value computed on the
 DM7206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7206.degrees latitude (g = 980.6199 gals.).
 DM7206
 DM7206.The modeled gravity was interpolated from observed gravity values.
 DM7206
 DM7206;                    North         East    Units  Estimated Accuracy
 DM7206;SPC NJ       -   163,262.9     186,610.2     MT  (+/- 3 meters HH1 GPS) 
 DM7206
 DM7206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7909061822(NAD 83)
 DM7206
 DM7206                          SUPERSEDED SURVEY CONTROL
 DM7206
 DM7206.No superseded survey control is available for this station.
 DM7206
 DM7206_MARKER: DD = SURVEY DISK
 DM7206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7206_SP_SET: CULVERT SIDEWALK
 DM7206_STAMPING: 13 K 8 2008
 DM7206_MARK LOGO: NJGS
 DM7206_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7206+STABILITY: SURFACE MOTION
 DM7206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7206+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM7206
 DM7206  HISTORY     - Date     Condition        Report By
 DM7206  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7206
 DM7206                          STATION DESCRIPTION
 DM7206
 DM7206'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7206'THE STATION IS LOCATED IN THE BOROUGH OF EATONTOWN, SET IN THE CENTER
 DM7206'OF THE SIDEWALK OF A CULVERT (E-3) FOR MAXWELL ROAD SPANNING WAMPUM
 DM7206'BROOK ON THE EAST SIDE OF THE FORT MONMOUTH SUN EAGLES GOLF COURSE.
 DM7206'
 DM7206'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET (NJ STATE ROUTE
 DM7206'35) AND TINTON AVENUE (COUNTY ROUTE 537), AT THE MAIN ENTRANCE (AVENUE
 DM7206'OF MEMORIES) TO FORT MONMOUTH, GO 0.45 MI (0.7 KM) WEST ON TILTON
 DM7206'AVENUE TO THE JUNCTION WITH MAXWELL ROAD, TURN LEFT AND GO 0.15 MI
 DM7206'(0.2 KM) SOUTH ON MAXWELL AVENUE TO THE STATION ON THE RIGHT.
 DM7206'
 DM7206'THE STATION IS ABOUT 300 FT (91.4 M) SOUTH OF MILLING STREET, 375 FT
 DM7206'(114.3 M) NORTH OF MAGILL DRIVE, 500 FT (152.4 M) NORTH-NORTHWEST OF
 DM7206'THE MAXWELL ROAD RAILROAD GRADE CROSSING, 3.4 FT (1.0 M) WEST OF THE
 DM7206'WEST CURB, 20.0 FT (6.1 M) WEST OF THE CENTERLINE OF MAXWELL ROAD,
 DM7206'31.0 FT (9.4 M) NORTH-NORTHWEST OF POLE NUMBER JC353ETN, 132.0 FT
 DM7206'(40.2 M) SOUTH-SOUTHWEST OF POLE NUMBER JC352ETN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP8000 ***********************************************************************
 DP8000  DESIGNATION -  13 K 9
 DP8000  PID         -  DP8000
 DP8000  STATE/COUNTY-  NJ/MONMOUTH
 DP8000  COUNTRY     -  US
 DP8000  USGS QUAD   -  ASBURY PARK (2019)
 DP8000
 DP8000                         *CURRENT SURVEY CONTROL
 DP8000  ______________________________________________________________________
 DP8000* NAD 83(1986) POSITION- 40 10 24.85   (N) 074 02 15.01   (W)   HD_HELD1
 DP8000* NAVD 88 ORTHO HEIGHT -     9.552 (meters)       31.34  (feet) ADJUSTED
 DP8000  ______________________________________________________________________
 DP8000  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 DP8000  DYNAMIC HEIGHT  -          9.548 (meters)       31.33  (feet) COMP
 DP8000  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 DP8000
 DP8000  VERT ORDER      -  FIRST     CLASS II
 DP8000
 DP8000.The horizontal coordinates were determined by differentially corrected
 DP8000.hand held GPS observations or other comparable positioning techniques
 DP8000.and have an estimated accuracy of +/- 3 meters.
 DP8000
 DP8000.The orthometric height was determined by differential leveling and
 DP8000.adjusted by the NATIONAL GEODETIC SURVEY
 DP8000.in September 2015.
 DP8000
 DP8000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8000.GEOID18 height accuracy estimate available here.
 DP8000
 DP8000.Click photographs - Photos may exist for this station.
 DP8000
 DP8000.The dynamic height is computed by dividing the NAVD 88
 DP8000.geopotential number by the normal gravity value computed on the
 DP8000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8000.degrees latitude (g = 980.6199 gals.).
 DP8000
 DP8000.The modeled gravity was interpolated from observed gravity values.
 DP8000
 DP8000;                    North         East    Units  Estimated Accuracy
 DP8000;SPC NJ       -   148,887.6     189,390.4     MT  (+/- 3 meters HH1 GPS) 
 DP8000
 DP8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8195047466(NAD 83)
 DP8000
 DP8000                          SUPERSEDED SURVEY CONTROL
 DP8000
 DP8000.No superseded survey control is available for this station.
 DP8000
 DP8000_MARKER: DD = SURVEY DISK
 DP8000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP8000_SP_SET: WATER TANK LEG FOUNDATION
 DP8000_STAMPING: 13 K 9 2012
 DP8000_MARK LOGO: NJGS
 DP8000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8000+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 DP8000
 DP8000  HISTORY     - Date     Condition        Report By
 DP8000  HISTORY     - 20120409 MONUMENTED       NJGS
 DP8000
 DP8000                          STATION DESCRIPTION
 DP8000
 DP8000'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP8000'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF POINT
 DP8000'PLEASANT, 5.7 MI (9.2 KM) NORTH OF POINT PLEASANT BEACH AND 3.5 MI
 DP8000'(5.6 KM) SOUTH-SOUTHWEST OF ASBURY PARK.  THE STATION IS LOCATED IN
 DP8000'THE BOROUGH OF BELMAR.
 DP8000'
 DP8000'THE STATION IS AT THE SOUTHWEST CORNER OF THE TEE INTERSECTION OF WEST
 DP8000'MAPLEWOOD ROAD AND HILLTOP DRIVE, ON THE GROUNDS OF THE WALL TOWNSHIP
 DP8000'WATER UTILITY DEPARTMENT'S WEST BELMAR PUMPING STATION, SET FLUSH IN A
 DP8000'DRILL HOLE AT THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION
 DP8000'SUPPORTING THE CENTER COLUMN PIPE OF THE FOUR LEGGED WATER TANK.
 DP8000'
 DP8000'THE STATION IS 72.0 FT (21.9 M) WEST FROM THE CENTERLINE OF WEST
 DP8000'MAPLEWOOD ROAD, 66.0 FT (20.1 M) SOUTH FROM THE CENTERLINE OF HILLTOP
 DP8000'DRIVE, 23.5 FT (7.2 M) NORTHWEST FROM A FIRE HYDRANT AND 37.0 FT (11.3
 DP8000'M) NORTH FROM THE NORTH FACE OF A ONE STORY STUCCO PUMP HOUSE
 DP8000'BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6231 ***********************************************************************
 KV6231  DESIGNATION -  13 L 1
 KV6231  PID         -  KV6231
 KV6231  STATE/COUNTY-  NJ/MONMOUTH
 KV6231  COUNTRY     -  US
 KV6231  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6231
 KV6231                         *CURRENT SURVEY CONTROL
 KV6231  ______________________________________________________________________
 KV6231* NAD 83(2011) POSITION- 40 22 51.50617(N) 074 02 00.19275(W)   ADJUSTED
 KV6231* NAD 83(2011) ELLIP HT-   -18.793 (meters)        (06/27/12)   ADJUSTED
 KV6231* NAD 83(2011) EPOCH   -  2010.00
 KV6231* NAVD 88 ORTHO HEIGHT -    13.7   (meters)       45.    (feet) GPS OBS
 KV6231  ______________________________________________________________________
 KV6231  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6231  GEOID HEIGHT    -        -32.790 (meters)                     GEOID93
 KV6231  GEOID HEIGHT    -        -32.524 (meters)                     GEOID18
 KV6231  NAD 83(2011) X  -  1,338,358.846 (meters)                     COMP
 KV6231  NAD 83(2011) Y  - -4,677,697.652 (meters)                     COMP
 KV6231  NAD 83(2011) Z  -  4,110,288.501 (meters)                     COMP
 KV6231  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC18
 KV6231
 KV6231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6231  Standards:
 KV6231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6231  -------------------------------------------------------------------
 KV6231  NETWORK    0.39   0.63           0.17   0.15   0.32      0.08623501
 KV6231  -------------------------------------------------------------------
 KV6231  Click here for local accuracies and other accuracy information.
 KV6231
 KV6231.The horizontal coordinates were established by GPS observations
 KV6231.and adjusted by the National Geodetic Survey in June 2012.
 KV6231
 KV6231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6231.been affixed to the stable North American tectonic plate. See 
 KV6231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6231
 KV6231.The horizontal coordinates are valid at the epoch date displayed above
 KV6231.which is a decimal equivalence of Year/Month/Day.
 KV6231
 KV6231.The orthometric height was determined by GPS observations and a
 KV6231.high-resolution geoid model.
 KV6231
 KV6231.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6231.GEOID18 height accuracy estimate available here.
 KV6231
 KV6231.Click photographs - Photos may exist for this station.
 KV6231
 KV6231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6231
 KV6231.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6231
 KV6231.The ellipsoidal height was determined by GPS observations
 KV6231.and is referenced to NAD 83.
 KV6231
 KV6231. The following values were computed from the NAD 83(2011) position.
 KV6231
 KV6231;                    North         East     Units Scale Factor Converg.
 KV6231;SPC NJ       -   171,917.396   189,619.681   MT  0.99991932   +0 18 08.3
 KV6231;SPC NJ       -   564,032.32    622,110.57   sFT  0.99991932   +0 18 08.3
 KV6231;UTM  18      - 4,470,491.417   582,050.070   MT  0.99968287   +0 37 34.6
 KV6231
 KV6231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6231!SPC NJ       -   1.00000295  x   0.99991932  =   0.99992227
 KV6231!UTM  18      -   1.00000295  x   0.99968287  =   0.99968582
 KV6231
 KV6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8205070491(NAD 83)
 KV6231
 KV6231                          SUPERSEDED SURVEY CONTROL
 KV6231
 KV6231  NAD 83(2007)-  40 22 51.50657(N)    074 02 00.19314(W) AD(2002.00) 0
 KV6231  ELLIP H (02/10/07)  -18.775  (m)                       GP(2002.00)    
 KV6231  ELLIP H (10/23/02)  -18.752  (m)                       GP(       ) 4 1
 KV6231  NAD 83(1996)-  40 22 51.50654(N)    074 02 00.19344(W) AD(       ) 1
 KV6231  ELLIP H (05/14/99)  -18.772  (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)  -18.842  (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)   14.3    (m)  RAPSU86  model used  GPS OBS        
 KV6231
 KV6231.Superseded values are not recommended for survey control.
 KV6231
 KV6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6231.See file dsdata.pdf to determine how the superseded data were derived.
 KV6231
 KV6231_MARKER: DD = SURVEY DISK
 KV6231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DP5810 ***********************************************************************
 DP5810  DESIGNATION -  13 L 10
 DP5810  PID         -  DP5810
 DP5810  STATE/COUNTY-  NJ/MONMOUTH
 DP5810  COUNTRY     -  US
 DP5810  USGS QUAD   -  FREEHOLD (2019)
 DP5810
 DP5810                         *CURRENT SURVEY CONTROL
 DP5810  ______________________________________________________________________
 DP5810* NAD 83(1986) POSITION- 40 15 12.33   (N) 074 20 59.40   (W)   HD_HELD1
 DP5810* NAVD 88 ORTHO HEIGHT -    30.975 (meters)      101.62  (feet) ADJUSTED
 DP5810  ______________________________________________________________________
 DP5810  GEOID HEIGHT    -        -32.372 (meters)                     GEOID18
 DP5810  DYNAMIC HEIGHT  -         30.963 (meters)      101.58  (feet) COMP
 DP5810  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 DP5810
 DP5810  VERT ORDER      -  FIRST     CLASS II
 DP5810
 DP5810.The horizontal coordinates were determined by differentially corrected
 DP5810.hand held GPS observations or other comparable positioning techniques
 DP5810.and have an estimated accuracy of +/- 3 meters.
 DP5810
 DP5810.The orthometric height was determined by differential leveling and
 DP5810.adjusted by the NATIONAL GEODETIC SURVEY
 DP5810.in April 2015.
 DP5810
 DP5810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5810.GEOID18 height accuracy estimate available here.
 DP5810
 DP5810.Click photographs - Photos may exist for this station.
 DP5810
 DP5810.The dynamic height is computed by dividing the NAVD 88
 DP5810.geopotential number by the normal gravity value computed on the
 DP5810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5810.degrees latitude (g = 980.6199 gals.).
 DP5810
 DP5810.The modeled gravity was interpolated from observed gravity values.
 DP5810
 DP5810;                    North         East    Units  Estimated Accuracy
 DP5810;SPC NJ       -   157,662.0     162,774.5     MT  (+/- 3 meters HH1 GPS) 
 DP5810
 DP5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5529256088(NAD 83)
 DP5810
 DP5810                          SUPERSEDED SURVEY CONTROL
 DP5810
 DP5810.No superseded survey control is available for this station.
 DP5810
 DP5810_MARKER: DD = SURVEY DISK
 DP5810_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5810_SP_SET: BRIDGE ABUTMENT
 DP5810_STAMPING: 13 L 10 2013
 DP5810_MARK LOGO: NJGS
 DP5810_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5810+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2013
 DP5810
 DP5810  HISTORY     - Date     Condition        Report By
 DP5810  HISTORY     - 20131018 MONUMENTED       NJGS
 DP5810
 DP5810                          STATION DESCRIPTION
 DP5810
 DP5810'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5810'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 DP5810'ROOSEVELT, 5.5 MI (8.8 KM) WEST-NORTHWEST OF ADELPHIA AND 4.0 MI (6.4
 DP5810'KM) WEST OF FREEHOLD, IN MANALAPAN TOWNSHIP.
 DP5810'
 DP5810'THE STATION IS SET IN A DRILL HOLE IN THE NORTH CORNER OF THE EAST
 DP5810'WINGWALL-ABUTMENT OF THE BRIDGE SPANNING THE MANALAPAN BROOK FOR WEST
 DP5810'BOUND LANES OF NJ STATE ROUTE 33.
 DP5810'
 DP5810'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 33 AND MILLHURST
 DP5810'ROAD/SWEETMANS LANE (COUNTY ROUTE 527), GO 0.4 MI (0.6 KM) WEST TO THE
 DP5810'STATION ON THE RIGHT.
 DP5810'
 DP5810'THE STATION IS 8.7 FT (2.7 M) NORTH OF THE NORTH CURB OF WEST BOUND NJ
 DP5810'ROUTE 33, 13.7 FT (4.2 M) EAST OF THE CENTER OF THE BRIDGE 28.4 FT
 DP5810'(8.7 M) WEST OF A SIGN (MANALAPAN BROOK - MANALAPAN TWP), 1.5 FT (0.5
 DP5810'M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BALUSTRADE WALL, 2.5
 DP5810'FT (0.8 M) NORTH AND BEHIND THE STEEL GUARDRAIL.  THE STATION IS ABOUT
 DP5810'4 INCHES (10 CM) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9959 ***********************************************************************
 DP9959  DESIGNATION -  13 L 11
 DP9959  PID         -  DP9959
 DP9959  STATE/COUNTY-  NJ/MONMOUTH
 DP9959  COUNTRY     -  US
 DP9959  USGS QUAD   -  KEYPORT (2016)
 DP9959
 DP9959                         *CURRENT SURVEY CONTROL
 DP9959  ______________________________________________________________________
 DP9959* NAD 83(1986) POSITION- 40 24 36.91   (N) 074 13 53.72   (W)   HD_HELD1
 DP9959* NAVD 88 ORTHO HEIGHT -    18.128 (meters)       59.47  (feet) ADJUSTED
 DP9959  ______________________________________________________________________
 DP9959  GEOID HEIGHT    -        -32.375 (meters)                     GEOID18
 DP9959  DYNAMIC HEIGHT  -         18.121 (meters)       59.45  (feet) COMP
 DP9959  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 DP9959
 DP9959  VERT ORDER      -  FIRST     CLASS II
 DP9959
 DP9959.The horizontal coordinates were determined by differentially corrected
 DP9959.hand held GPS observations or other comparable positioning techniques
 DP9959.and have an estimated accuracy of +/- 3 meters.
 DP9959
 DP9959.The orthometric height was determined by differential leveling and
 DP9959.adjusted by the NATIONAL GEODETIC SURVEY
 DP9959.in February 2016.
 DP9959
 DP9959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9959.GEOID18 height accuracy estimate available here.
 DP9959
 DP9959.Click photographs - Photos may exist for this station.
 DP9959
 DP9959.The dynamic height is computed by dividing the NAVD 88
 DP9959.geopotential number by the normal gravity value computed on the
 DP9959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9959.degrees latitude (g = 980.6199 gals.).
 DP9959
 DP9959.The modeled gravity was interpolated from observed gravity values.
 DP9959
 DP9959;                    North         East    Units  Estimated Accuracy
 DP9959;SPC NJ       -   175,098.3     172,780.6     MT  (+/- 3 meters HH1 GPS) 
 DP9959
 DP9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6519773576(NAD 83)
 DP9959
 DP9959                          SUPERSEDED SURVEY CONTROL
 DP9959
 DP9959.No superseded survey control is available for this station.
 DP9959
 DP9959_MARKER: DD = SURVEY DISK
 DP9959_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP9959_SP_SET: JUNCTION BOX
 DP9959_STAMPING: 13 L 11 2015
 DP9959_MARK LOGO: NJGS
 DP9959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9959+STABILITY: SURFACE MOTION
 DP9959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9959+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2018
 DP9959
 DP9959  HISTORY     - Date     Condition        Report By
 DP9959  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9959  HISTORY     - 20180615 GOOD             NJGS
 DP9959
 DP9959                          STATION DESCRIPTION
 DP9959
 DP9959'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9959'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF SOUTH
 DP9959'AMBOY JUNCTION, 5.6 MI (9.0 KM) SOUTHEAST OF SOUTH AMBOY AND 2.3 MI
 DP9959'(3.7 KM) SOUTHWEST OF KEYPORT, IN MATAWAN.
 DP9959'
 DP9959'TO REACH FROM THE INTERSECTION OF STATE ROUTE 34 AND BROAD STREET
 DP9959'(COUNTY ROUTE 516), GO 0.25 MI (0.4 KM) NORTHEAST ON BROAD STREET TO
 DP9959'THE STATION ON THE RIGHT, STATION SET IN A DRILL HOLE IN THE NORTHWEST
 DP9959'CORNER OF AN ELECTRICAL JUNCTION BOX ON THE SOUTHWEST CORNER OF THE
 DP9959'JUNCTION OF BROAD STREET AND CHURCH STREET.
 DP9959'
 DP9959'IT IS 33 FT (10.1 M) SOUTHWEST OF THE CENTERLINE OF CHURCH STREET,
 DP9959'32.5 FT (9.9 M) SOUTHEAST OF THE CENTERLINE OF BROAD STREET, 5.8 FT
 DP9959'(1.8 M) SOUTHWEST OF THE TRAFFIC SIGNAL, 55 FT (16.8 M) EAST-NORTHEAST
 DP9959'OF POLE NUMBER 40281MN.
 DP9959
 DP9959                          STATION RECOVERY (2018)
 DP9959
 DP9959'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP9959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0818 ***********************************************************************
 DQ0818  DESIGNATION -  13 L 12
 DQ0818  PID         -  DQ0818
 DQ0818  STATE/COUNTY-  NJ/MONMOUTH
 DQ0818  COUNTRY     -  US
 DQ0818  USGS QUAD   -  FARMINGDALE (2016)
 DQ0818
 DQ0818                         *CURRENT SURVEY CONTROL
 DQ0818  ______________________________________________________________________
 DQ0818* NAD 83(1986) POSITION- 40 13 08.71   (N) 074 08 40.05   (W)   HD_HELD1
 DQ0818* NAVD 88 ORTHO HEIGHT -    32.488 (meters)      106.59  (feet) ADJUSTED
 DQ0818  ______________________________________________________________________
 DQ0818  GEOID HEIGHT    -        -32.583 (meters)                     GEOID18
 DQ0818  DYNAMIC HEIGHT  -         32.473 (meters)      106.54  (feet) COMP
 DQ0818  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 DQ0818
 DQ0818  VERT ORDER      -  FIRST     CLASS II
 DQ0818
 DQ0818.The horizontal coordinates were determined by differentially corrected
 DQ0818.hand held GPS observations or other comparable positioning techniques
 DQ0818.and have an estimated accuracy of +/- 3 meters.
 DQ0818
 DQ0818.The orthometric height was determined by differential leveling and
 DQ0818.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0818.in February 2016.
 DQ0818
 DQ0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0818.GEOID18 height accuracy estimate available here.
 DQ0818
 DQ0818.Click photographs - Photos may exist for this station.
 DQ0818
 DQ0818.The dynamic height is computed by dividing the NAVD 88
 DQ0818.geopotential number by the normal gravity value computed on the
 DQ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0818.degrees latitude (g = 980.6199 gals.).
 DQ0818
 DQ0818.The modeled gravity was interpolated from observed gravity values.
 DQ0818
 DQ0818;                    North         East    Units  Estimated Accuracy
 DQ0818;SPC NJ       -   153,899.2     180,260.8     MT  (+/- 3 meters HH1 GPS) 
 DQ0818
 DQ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7279552425(NAD 83)
 DQ0818
 DQ0818                          SUPERSEDED SURVEY CONTROL
 DQ0818
 DQ0818.No superseded survey control is available for this station.
 DQ0818
 DQ0818_MARKER: DD = SURVEY DISK
 DQ0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0818_SP_SET: TOWER BASE
 DQ0818_STAMPING: 13 L 12 2015
 DQ0818_MARK LOGO: NJGS
 DQ0818_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0818+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0818
 DQ0818  HISTORY     - Date     Condition        Report By
 DQ0818  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0818
 DQ0818                          STATION DESCRIPTION
 DQ0818
 DQ0818'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0818'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF ASBURY PARK, 5.9
 DQ0818'MI (9.5 KM) EAST OF ADELPHIA AND 2.0 MI (3.2 KM) NORTHEAST OF
 DQ0818'FARMINGDALE, IN HOWELL TOWNSHIP.
 DQ0818'
 DQ0818'TO REACH FROM THE CIRCLE INTERSECTION OF NEW JERSEY ROUTE 33 AND
 DQ0818'ASBURY AVENUE (COUNTY ROUTE 547), GO 0.8 MI (1.3 KM) WEST ON ASBURY
 DQ0818'AVENUE TO THE STATION ON THE RIGHT, STATION IS SET IN A DRILL HOLE IN
 DQ0818'THE SOUTH CORNER OF THE SOUTHERLY LEG OF A HIGH VOLTAGE TRANSMISSION
 DQ0818'TOWER (NUMBER D1497N) ON THE NORTH SIDE OF ASBURY AVENUE.
 DQ0818'
 DQ0818'IT IS 21.7 FT (6.6 M) NORTH OF THE NORTH EDGE OF ROUTE 547, 38.7 FT
 DQ0818'(11.8 M) NORTH OF THE CENTERLINE OF ROUTE 547, 24 FT (7.3 M) NORTHWEST
 DQ0818'OF POLE NUMBER BT4179HL, 1.5 FT (0.5 M) SOUTH OF THE LEG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5277 ***********************************************************************
 DR5277  DESIGNATION -  13 L 13
 DR5277  PID         -  DR5277
 DR5277  STATE/COUNTY-  NJ/MONMOUTH
 DR5277  COUNTRY     -  US
 DR5277  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5277
 DR5277                         *CURRENT SURVEY CONTROL
 DR5277  ______________________________________________________________________
 DR5277* NAD 83(1986) POSITION- 40 25 20.84   (N) 074 05 48.15   (W)   HD_HELD1
 DR5277* NAVD 88 ORTHO HEIGHT -     2.960 (meters)        9.71  (feet) ADJUSTED
 DR5277  ______________________________________________________________________
 DR5277  GEOID HEIGHT    -        -32.381 (meters)                     GEOID18
 DR5277  DYNAMIC HEIGHT  -          2.959 (meters)        9.71  (feet) COMP
 DR5277  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 DR5277
 DR5277  VERT ORDER      -  FIRST     CLASS II
 DR5277
 DR5277.The horizontal coordinates were determined by differentially corrected
 DR5277.hand held GPS observations or other comparable positioning techniques
 DR5277.and have an estimated accuracy of +/- 3 meters.
 DR5277
 DR5277.The orthometric height was determined by differential leveling and
 DR5277.adjusted by the NATIONAL GEODETIC SURVEY
 DR5277.in July 2020.
 DR5277
 DR5277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5277.GEOID18 height accuracy estimate available here.
 DR5277
 DR5277.Click photographs - Photos may exist for this station.
 DR5277
 DR5277.The dynamic height is computed by dividing the NAVD 88
 DR5277.geopotential number by the normal gravity value computed on the
 DR5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5277.degrees latitude (g = 980.6199 gals.).
 DR5277
 DR5277.The modeled gravity was interpolated from observed gravity values.
 DR5277
 DR5277;                    North         East    Units  Estimated Accuracy
 DR5277;SPC NJ       -   176,496.7     184,222.1     MT  (+/- 3 meters HH1 GPS) 
 DR5277
 DR5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7662775039(NAD 83)
 DR5277
 DR5277                          SUPERSEDED SURVEY CONTROL
 DR5277
 DR5277.No superseded survey control is available for this station.
 DR5277
 DR5277_MARKER: DD = SURVEY DISK
 DR5277_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5277_SP_SET: BRIDGE WING WALL
 DR5277_STAMPING: 13 L 13 2018
 DR5277_MARK LOGO: NJGS
 DR5277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5277+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2018
 DR5277
 DR5277  HISTORY     - Date     Condition        Report By
 DR5277  HISTORY     - 20180827 MONUMENTED       NJGS
 DR5277
 DR5277                          STATION DESCRIPTION
 DR5277
 DR5277'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5277'THE STATION IS ABOUT 10.6 MI (17.1 KM) EAST-SOUTHEAST OF PERTH AMBOY,
 DR5277'9.8 MI (15.8 KM) NORTHWEST OF LONG BRANCH AND 5.5 MI (8.8 KM) EAST OF
 DR5277'KEYPORT, IN MIDDLETOWN TOWNSHIP, PORT MONMOUTH.
 DR5277'
 DR5277'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 36 AND
 DR5277'CHURCH STREET, GO 0.15 MI (0.24 KM) WEST ON NEW JERSEY STATE HIGHWAY
 DR5277'36 TO THE STATION ON THE RIGHT.
 DR5277'
 DR5277'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST WING WALL OF THE
 DR5277'NORTHBOUND LANES OF THE NEW JERSEY STATE ROUTE 36 BRIDGE (1315-152,
 DR5277'MILEPOST 18.34) SPANNING COMPTON'S CREEK.
 DR5277'
 DR5277'THE STATION IS 9 FT (2.7 M) NORTH-NORTHEAST OF THE CURB, 4 FT (1.2 M)
 DR5277'NORTHEAST OF THE SOUTHWEST END OF THE BALUSTRADE WALL WITH THE NAME
 DR5277'PLATE, 24 FT (7.3 M) EAST-SOUTHEAST OF THE CENTER OF THE BRIDGE, 17 FT
 DR5277'(5.2 M) NORTHWEST OF A POLE WITH NO NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5341 ***********************************************************************
 DR5341  DESIGNATION -  13 L 14
 DR5341  PID         -  DR5341
 DR5341  STATE/COUNTY-  NJ/MONMOUTH
 DR5341  COUNTRY     -  US
 DR5341  USGS QUAD   -  LONG BRANCH EAST (2019)
 DR5341
 DR5341                         *CURRENT SURVEY CONTROL
 DR5341  ______________________________________________________________________
 DR5341* NAD 83(1986) POSITION- 40 22 10.76   (N) 073 59 43.52   (W)   HD_HELD1
 DR5341* NAVD 88 ORTHO HEIGHT -     8.235 (meters)       27.02  (feet) ADJUSTED
 DR5341  ______________________________________________________________________
 DR5341  GEOID HEIGHT    -        -32.615 (meters)                     GEOID18
 DR5341  DYNAMIC HEIGHT  -          8.231 (meters)       27.00  (feet) COMP
 DR5341  MODELED GRAVITY -    980,183.9   (mgal)                       NAVD 88
 DR5341
 DR5341  VERT ORDER      -  FIRST     CLASS II
 DR5341
 DR5341.The horizontal coordinates were determined by differentially corrected
 DR5341.hand held GPS observations or other comparable positioning techniques
 DR5341.and have an estimated accuracy of +/- 3 meters.
 DR5341
 DR5341.The orthometric height was determined by differential leveling and
 DR5341.adjusted by the NATIONAL GEODETIC SURVEY
 DR5341.in July 2020.
 DR5341
 DR5341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5341.GEOID18 height accuracy estimate available here.
 DR5341
 DR5341.Click photographs - Photos may exist for this station.
 DR5341
 DR5341.The dynamic height is computed by dividing the NAVD 88
 DR5341.geopotential number by the normal gravity value computed on the
 DR5341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5341.degrees latitude (g = 980.6199 gals.).
 DR5341
 DR5341.The modeled gravity was interpolated from observed gravity values.
 DR5341
 DR5341;                    North         East    Units  Estimated Accuracy
 DR5341;SPC NJ       -   170,678.4     192,850.4     MT  (+/- 3 meters HH1 GPS) 
 DR5341
 DR5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8528669270(NAD 83)
 DR5341
 DR5341                          SUPERSEDED SURVEY CONTROL
 DR5341
 DR5341.No superseded survey control is available for this station.
 DR5341
 DR5341_MARKER: DD = SURVEY DISK
 DR5341_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5341_SP_SET: CURB
 DR5341_STAMPING: 13 L 14 2018
 DR5341_MARK LOGO: NJGS
 DR5341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5341+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2018
 DR5341
 DR5341  HISTORY     - Date     Condition        Report By
 DR5341  HISTORY     - 20181029 MONUMENTED       NJGS
 DR5341
 DR5341                          STATION DESCRIPTION
 DR5341
 DR5341'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5341'THE MARK IS LOCATED ABOUT 11.6 MI (18.7 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5341'10.3 MI (16.6 KM) NORTH OF ASBURY PARK AND 4.5 MI (7.2 KM) NORTH OF
 DR5341'LONG BRANCH, IN BOROUGH OF RUMSON.
 DR5341'
 DR5341'TO REACH FROM THE WEST END OF THE SHREWSBURY RIVER BRIDGE, GO WEST ON
 DR5341'SHREWSBURY RIVER BRIDGE ROAD (COUNTY ROAD 520) FOR 0.15 MI (0.24 KM),
 DR5341'THEN GO STRAIGHT ON RUMSON ROAD (COUNTY ROAD 520) WEST FOR 0.61 MI
 DR5341'(0.98 KM).  TURN RIGHT ON AVENUE OF TWO RIVERS (COUNTY ROAD 34), GO
 DR5341'0.4 MI (0.6 KM).  TURN LEFT ON RIDGE ROAD (COUNTY ROAD 34) AND GO 185
 DR5341'FT (56.4 M).
 DR5341'
 DR5341'THE STATION IS ON THE LEFT.
 DR5341'
 DR5341'THE STATION IS IN A DRILL HOLE ON THE SOUTH CURB OF RIDGE ROAD (COUNTY
 DR5341'ROAD 34) 198 FT (60.4 M) WEST-SOUTHWEST OF THE CENTERLINE OF AVENUE OF
 DR5341'TWO RIVERS COUNTY ROAD 34, 49 FT (14.9 M) SOUTHEAST OF A POWER LINE
 DR5341'POLE NUMBERED JC246RN, 20.4 FT (6.2 M) SOUTH-SOUTHEAST OF THE
 DR5341'CENTERLINE OF RIDGE ROAD COUNTY ROAD 34, 16 FT (4.9 M) WEST-SOUTHWEST
 DR5341'OF A POWER LINE POLE NUMBERED JC86RN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5352 ***********************************************************************
 DR5352  DESIGNATION -  13 L 15
 DR5352  PID         -  DR5352
 DR5352  STATE/COUNTY-  NJ/MONMOUTH
 DR5352  COUNTRY     -  US
 DR5352  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5352
 DR5352                         *CURRENT SURVEY CONTROL
 DR5352  ______________________________________________________________________
 DR5352* NAD 83(1986) POSITION- 40 19 05.38   (N) 074 00 56.83   (W)   HD_HELD1
 DR5352* NAVD 88 ORTHO HEIGHT -     2.090 (meters)        6.86  (feet) ADJUSTED
 DR5352  ______________________________________________________________________
 DR5352  GEOID HEIGHT    -        -32.659 (meters)                     GEOID18
 DR5352  DYNAMIC HEIGHT  -          2.089 (meters)        6.85  (feet) COMP
 DR5352  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 DR5352
 DR5352  VERT ORDER      -  FIRST     CLASS II
 DR5352
 DR5352.The horizontal coordinates were determined by differentially corrected
 DR5352.hand held GPS observations or other comparable positioning techniques
 DR5352.and have an estimated accuracy of +/- 3 meters.
 DR5352
 DR5352.The orthometric height was determined by differential leveling and
 DR5352.adjusted by the NATIONAL GEODETIC SURVEY
 DR5352.in July 2020.
 DR5352
 DR5352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5352.GEOID18 height accuracy estimate available here.
 DR5352
 DR5352.Click photographs - Photos may exist for this station.
 DR5352
 DR5352.The dynamic height is computed by dividing the NAVD 88
 DR5352.geopotential number by the normal gravity value computed on the
 DR5352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5352.degrees latitude (g = 980.6199 gals.).
 DR5352
 DR5352.The modeled gravity was interpolated from observed gravity values.
 DR5352
 DR5352;                    North         East    Units  Estimated Accuracy
 DR5352;SPC NJ       -   164,951.3     191,152.3     MT  (+/- 3 meters HH1 GPS) 
 DR5352
 DR5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8362163535(NAD 83)
 DR5352
 DR5352                          SUPERSEDED SURVEY CONTROL
 DR5352
 DR5352.No superseded survey control is available for this station.
 DR5352
 DR5352_MARKER: DD = SURVEY DISK
 DR5352_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5352_SP_SET: CURB
 DR5352_STAMPING: 13 L 15 2018
 DR5352_MARK LOGO: NJGS
 DR5352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5352+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2018
 DR5352
 DR5352  HISTORY     - Date     Condition        Report By
 DR5352  HISTORY     - 20180119 MONUMENTED       NJGS
 DR5352
 DR5352                          STATION DESCRIPTION
 DR5352
 DR5352'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5352'THE MARK IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTHEAST OF FARMINGDALE,
 DR5352'6.8 MI (10.9 KM) NORTH OF ASBURY PARK AND 1.6 MI (2.6 KM) NORTHWEST OF
 DR5352'LONG BRANCH, IN OCEANPORT.
 DR5352'
 DR5352'TO REACH FROM THE INTERSECTION OF JOLINE AVENUE (NEW JERSEY STATE
 DR5352'ROUTE 36) AND OCEANPORT AVENUE (COUNTY ROUTE 11), GO 0.7 MI (1.1 KM)
 DR5352'NORTHWEST ON OCEANPORT AVENUE TO THE JUNCTION WITH PORT AU PECK
 DR5352'AVENUE.  TURN RIGHT AND GO 0.5 MI (0.8 KM) EAST-NORTHEAST ON PORT AU
 DR5352'PECK AVENUE TO THE JUNCTION WITH MYRTLE AVENUE.  TURN LEFT AND GO 0.3
 DR5352'MI (0.5 KM) NORTH ON MYRTLE AVENUE TO THE STATION ON THE LEFT.
 DR5352'
 DR5352'THE STATION IS SET IN A DRILL HOLE IN THE CURB AT THE NORTHWEST CORNER
 DR5352'OF THE T-JUNCTION OF ASBURY AVENUE AND MYRTLE AVENUE.
 DR5352'
 DR5352'THE STATION IS 15.5 FT (4.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DR5352'ASBURY AVENUE, 3.5 FT (1.1 M) WEST OF THE CENTER OF AN INLET CURB
 DR5352'PIECE, 43 FT (13.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF MYRTLE
 DR5352'AVENUE, 29.5 FT (9.0 M) SOUTHWEST OF A FIRE HYDRANT, 3.5 FT (1.1 M)
 DR5352'WEST-SOUTHWEST OF A SIGN (TRUCKS AND BUSES OVER 4 TONS EXCLUDED).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5377 ***********************************************************************
 DR5377  DESIGNATION -  13 L 16
 DR5377  PID         -  DR5377
 DR5377  STATE/COUNTY-  NJ/MONMOUTH
 DR5377  COUNTRY     -  US
 DR5377  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5377
 DR5377                         *CURRENT SURVEY CONTROL
 DR5377  ______________________________________________________________________
 DR5377* NAD 83(1986) POSITION- 40 18 56.52   (N) 074 06 43.83   (W)   HD_HELD1
 DR5377* NAVD 88 ORTHO HEIGHT -    16.601 (meters)       54.47  (feet) ADJUSTED
 DR5377  ______________________________________________________________________
 DR5377  GEOID HEIGHT    -        -32.467 (meters)                     GEOID18
 DR5377  DYNAMIC HEIGHT  -         16.594 (meters)       54.44  (feet) COMP
 DR5377  MODELED GRAVITY -    980,205.9   (mgal)                       NAVD 88
 DR5377
 DR5377  VERT ORDER      -  FIRST     CLASS II
 DR5377
 DR5377.The horizontal coordinates were determined by differentially corrected
 DR5377.hand held GPS observations or other comparable positioning techniques
 DR5377.and have an estimated accuracy of +/- 3 meters.
 DR5377
 DR5377.The orthometric height was determined by differential leveling and
 DR5377.adjusted by the NATIONAL GEODETIC SURVEY
 DR5377.in July 2020.
 DR5377
 DR5377.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5377.GEOID18 height accuracy estimate available here.
 DR5377
 DR5377.Click photographs - Photos may exist for this station.
 DR5377
 DR5377.The dynamic height is computed by dividing the NAVD 88
 DR5377.geopotential number by the normal gravity value computed on the
 DR5377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5377.degrees latitude (g = 980.6199 gals.).
 DR5377
 DR5377.The modeled gravity was interpolated from observed gravity values.
 DR5377
 DR5377;                    North         East    Units  Estimated Accuracy
 DR5377;SPC NJ       -   164,637.7     182,961.6     MT  (+/- 3 meters HH1 GPS) 
 DR5377
 DR5377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7543463175(NAD 83)
 DR5377
 DR5377                          SUPERSEDED SURVEY CONTROL
 DR5377
 DR5377.No superseded survey control is available for this station.
 DR5377
 DR5377_MARKER: DD = SURVEY DISK
 DR5377_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5377+WITH SETTING: PAVEMENT
 DR5377_SP_SET: ELECTRICAL JUNCTION BOX
 DR5377_STAMPING: 13 L 16 2019
 DR5377_MARK LOGO: NJGS
 DR5377_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5377+STABILITY: SURFACE MOTION
 DR5377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5377+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 DR5377
 DR5377  HISTORY     - Date     Condition        Report By
 DR5377  HISTORY     - 20190225 MONUMENTED       NJGS
 DR5377
 DR5377                          STATION DESCRIPTION
 DR5377
 DR5377'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 DR5377'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHWEST OF ASBURY PARK,
 DR5377'7.1 MI (11.4 KM) EAST OF MARLBORO AND 6.4 MI (10.3 KM) WEST OF LONG
 DR5377'BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5377'
 DR5377'TO REACH FROM THE INTERSECTION OF NEWMAN SPRING ROAD (COUNTY ROUTE
 DR5377'520) AND SWIMMING RIVER ROAD (COUNTY ROUTE 50) IN LINCROFT, GO 1.2 MI
 DR5377'(1.9 KM) SOUTHEAST ON SWIMMING RIVER ROAD TO THE STATION ON THE LEFT,
 DR5377'ABOUT 140 FT (42.7 M) SOUTHEAST OF THE MILITARY RAILROAD GRADE
 DR5377'CROSSING.
 DR5377'
 DR5377'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE RIM
 DR5377'OF AN ELECTRICAL JUNCTION BOX MANHOLE ON THE NORTHEAST CORNER OF THE
 DR5377'JUNCTION SWIMMING RIVER ROAD AND RIVERDALE AVENUE WEST.
 DR5377'
 DR5377'THE STATION IS 52.5 FT (16.0 M) NORTH OF THE CENTERLINE OF RIVERDALE
 DR5377'AVENUE WEST, 24.3 FT (7.4 M) EAST OF THE CENTERLINE OF SWIMMING RIVER
 DR5377'ROAD, 38.3 FT (11.7 M) SOUTH-SOUTHEAST OF A POLE WITH NO NUMBER, 4 FT
 DR5377'(1.2 M) EAST OF THE CURB OF SWIMMING RIVER ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6319 ***********************************************************************
 KV6319  DESIGNATION -  13 L 2
 KV6319  PID         -  KV6319
 KV6319  STATE/COUNTY-  NJ/MONMOUTH
 KV6319  COUNTRY     -  US
 KV6319  USGS QUAD   -  ROOSEVELT (2019)
 KV6319
 KV6319                         *CURRENT SURVEY CONTROL
 KV6319  ______________________________________________________________________
 KV6319* NAD 83(1986) POSITION- 40 10 22.52   (N) 074 27 19.05   (W)   HD_HELD1
 KV6319* NAVD 88 ORTHO HEIGHT -    51.150 (meters)      167.81  (feet) ADJUSTED
 KV6319  ______________________________________________________________________
 KV6319  GEOID HEIGHT    -        -32.417 (meters)                     GEOID18
 KV6319  DYNAMIC HEIGHT  -         51.128 (meters)      167.74  (feet) COMP
 KV6319  MODELED GRAVITY -    980,210.0   (mgal)                       NAVD 88
 KV6319
 KV6319  VERT ORDER      -  FIRST     CLASS II
 KV6319
 KV6319.The horizontal coordinates were determined by differentially corrected
 KV6319.hand held GPS observations or other comparable positioning techniques
 KV6319.and have an estimated accuracy of +/- 3 meters.
 KV6319
 KV6319.The orthometric height was determined by differential leveling and
 KV6319.adjusted by the NATIONAL GEODETIC SURVEY
 KV6319.in June 1991.
 KV6319
 KV6319.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6319.GEOID18 height accuracy estimate available here.
 KV6319
 KV6319.Click photographs - Photos may exist for this station.
 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       -   148,714.1     153,807.8     MT  (+/- 3 meters HH1 GPS) 
 KV6319
 KV6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4637847092(NAD 83)
 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
 KV6319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6319.See file dsdata.pdf to determine how the superseded data were derived.
 KV6319
 KV6319_MARKER: Z = SEE DESCRIPTION
 KV6319_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6944 ***********************************************************************
 KV6944  DESIGNATION -  13 L 3
 KV6944  PID         -  KV6944
 KV6944  STATE/COUNTY-  NJ/MONMOUTH
 KV6944  COUNTRY     -  US
 KV6944  USGS QUAD   -  JAMESBURG (2019)
 KV6944
 KV6944                         *CURRENT SURVEY CONTROL
 KV6944  ______________________________________________________________________
 KV6944* NAD 83(2011) POSITION- 40 15 58.15830(N) 074 23 15.99530(W)   ADJUSTED
 KV6944* NAD 83(2011) ELLIP HT-    41.509 (meters)        (06/27/12)   ADJUSTED
 KV6944* NAD 83(2011) EPOCH   -  2010.00
 KV6944* NAVD 88 ORTHO HEIGHT -    74.0   (meters)      243.    (feet) GPS OBS
 KV6944  ______________________________________________________________________
 KV6944  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6944  GEOID HEIGHT    -        -32.720 (meters)                     GEOID93
 KV6944  GEOID HEIGHT    -        -32.425 (meters)                     GEOID18
 KV6944  NAD 83(2011) X  -  1,311,633.369 (meters)                     COMP
 KV6944  NAD 83(2011) Y  - -4,693,876.422 (meters)                     COMP
 KV6944  NAD 83(2011) Z  -  4,100,607.195 (meters)                     COMP
 KV6944  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC18
 KV6944
 KV6944  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6944  Standards:
 KV6944         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6944            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6944  -------------------------------------------------------------------
 KV6944  NETWORK    0.54   0.80           0.21   0.23   0.41     -0.00915017
 KV6944  -------------------------------------------------------------------
 KV6944  Click here for local accuracies and other accuracy information.
 KV6944
 KV6944.The horizontal coordinates were established by GPS observations
 KV6944.and adjusted by the National Geodetic Survey in June 2012.
 KV6944
 KV6944.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6944.been affixed to the stable North American tectonic plate. See 
 KV6944.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6944
 KV6944.The horizontal coordinates are valid at the epoch date displayed above
 KV6944.which is a decimal equivalence of Year/Month/Day.
 KV6944
 KV6944.The orthometric height was determined by GPS observations and a
 KV6944.high-resolution geoid model.
 KV6944
 KV6944.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6944.GEOID18 height accuracy estimate available here.
 KV6944
 KV6944.Click photographs - Photos may exist for this station.
 KV6944
 KV6944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6944
 KV6944.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6944
 KV6944.The ellipsoidal height was determined by GPS observations
 KV6944.and is referenced to NAD 83.
 KV6944
 KV6944. The following values were computed from the NAD 83(2011) position.
 KV6944
 KV6944;                    North         East     Units Scale Factor Converg.
 KV6944;SPC NJ       -   159,070.607   159,544.936   MT  0.99990112   +0 04 21.1
 KV6944;SPC NJ       -   521,884.15    523,440.34   sFT  0.99990112   +0 04 21.1
 KV6944;UTM  18      - 4,457,478.272   552,055.920   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5205557478(NAD 83)
 KV6944
 KV6944                          SUPERSEDED SURVEY CONTROL
 KV6944
 KV6944  NAD 83(2007)-  40 15 58.15872(N)    074 23 15.99577(W) AD(2002.00) 0
 KV6944  ELLIP H (02/10/07)   41.518  (m)                       GP(2002.00)    
 KV6944  ELLIP H (10/23/02)   41.527  (m)                       GP(       ) 4 1
 KV6944  NAD 83(1996)-  40 15 58.15876(N)    074 23 15.99615(W) AD(       ) 1
 KV6944  ELLIP H (05/14/99)   41.525  (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
 KV6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6944.See file dsdata.pdf to determine how the superseded data were derived.
 KV6944
 KV6944_MARKER: DD = SURVEY DISK
 KV6944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6969 ***********************************************************************
 KV6969  DESIGNATION -  13 L 4
 KV6969  PID         -  KV6969
 KV6969  STATE/COUNTY-  NJ/MONMOUTH
 KV6969  COUNTRY     -  US
 KV6969  USGS QUAD   -  FARMINGDALE (2016)
 KV6969
 KV6969                         *CURRENT SURVEY CONTROL
 KV6969  ______________________________________________________________________
 KV6969* NAD 83(2011) POSITION- 40 09 54.75168(N) 074 14 09.70791(W)   ADJUSTED
 KV6969* NAD 83(2011) ELLIP HT-     0.673 (meters)        (06/27/12)   ADJUSTED
 KV6969* NAD 83(2011) EPOCH   -  2010.00
 KV6969* NAVD 88 ORTHO HEIGHT -    33.2   (meters)      109.    (feet) GPS OBS
 KV6969  ______________________________________________________________________
 KV6969  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6969  GEOID HEIGHT    -        -32.840 (meters)                     GEOID93
 KV6969  GEOID HEIGHT    -        -32.547 (meters)                     GEOID18
 KV6969  NAD 83(2011) X  -  1,326,018.088 (meters)                     COMP
 KV6969  NAD 83(2011) Y  - -4,697,321.194 (meters)                     COMP
 KV6969  NAD 83(2011) Z  -  4,092,021.429 (meters)                     COMP
 KV6969  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 KV6969
 KV6969  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6969  Standards:
 KV6969         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6969            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6969  -------------------------------------------------------------------
 KV6969  NETWORK    0.38   0.57           0.15   0.16   0.29     -0.17805946
 KV6969  -------------------------------------------------------------------
 KV6969  Click here for local accuracies and other accuracy information.
 KV6969
 KV6969.The horizontal coordinates were established by GPS observations
 KV6969.and adjusted by the National Geodetic Survey in June 2012.
 KV6969
 KV6969.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6969.been affixed to the stable North American tectonic plate. See 
 KV6969.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6969
 KV6969.The horizontal coordinates are valid at the epoch date displayed above
 KV6969.which is a decimal equivalence of Year/Month/Day.
 KV6969
 KV6969.The orthometric height was determined by GPS observations and a
 KV6969.high-resolution geoid model.
 KV6969
 KV6969.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6969.GEOID18 height accuracy estimate available here.
 KV6969
 KV6969.Click photographs - Photos may exist for this station.
 KV6969
 KV6969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6969
 KV6969.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6969
 KV6969.The ellipsoidal height was determined by GPS observations
 KV6969.and is referenced to NAD 83.
 KV6969
 KV6969. The following values were computed from the NAD 83(2011) position.
 KV6969
 KV6969;                    North         East     Units Scale Factor Converg.
 KV6969;SPC NJ       -   147,890.142   172,484.765   MT  0.99990622   +0 10 12.9
 KV6969;SPC NJ       -   485,202.91    565,893.77   sFT  0.99990622   +0 10 12.9
 KV6969;UTM  18      - 4,446,373.795   565,055.149   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6505546373(NAD 83)
 KV6969
 KV6969                          SUPERSEDED SURVEY CONTROL
 KV6969
 KV6969  NAD 83(2007)-  40 09 54.75216(N)    074 14 09.70839(W) AD(2002.00) 0
 KV6969  ELLIP H (02/10/07)    0.679  (m)                       GP(2002.00)    
 KV6969  ELLIP H (10/23/02)    0.690  (m)                       GP(       ) 4 1
 KV6969  NAD 83(1996)-  40 09 54.75201(N)    074 14 09.70880(W) AD(       ) 1
 KV6969  ELLIP H (05/14/99)    0.686  (m)                       GP(       ) 4 1
 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
 KV6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6969.See file dsdata.pdf to determine how the superseded data were derived.
 KV6969
 KV6969_MARKER: DD = SURVEY DISK
 KV6969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6969_STAMPING: 13 L 4 1991
 KV6969_MARK LOGO: NJGS
 KV6969_PROJECTION: FLUSH
 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 - August 11, 2023
 KV6969
 KV6969  HISTORY     - Date     Condition        Report By
 KV6969  HISTORY     - 1991     MONUMENTED       NJGS
 KV6969  HISTORY     - 19930225 GOOD
 KV6969  HISTORY     - 19980112 GOOD             USPSQD
 KV6969  HISTORY     - 20230811 GOOD             NJGS
 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.
 KV6969
 KV6969                          STATION RECOVERY (2023)
 KV6969
 KV6969'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV6969'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5233 ***********************************************************************
 AA5233  DESIGNATION -  13 L 5
 AA5233  PID         -  AA5233
 AA5233  STATE/COUNTY-  NJ/MONMOUTH
 AA5233  COUNTRY     -  US
 AA5233  USGS QUAD   -  ASBURY PARK (2019)
 AA5233
 AA5233                         *CURRENT SURVEY CONTROL
 AA5233  ______________________________________________________________________
 AA5233* NAD 83(2011) POSITION- 40 09 09.60019(N) 074 04 12.87580(W)   ADJUSTED
 AA5233* NAD 83(2011) ELLIP HT-   -12.024 (meters)        (06/27/12)   ADJUSTED
 AA5233* NAD 83(2011) EPOCH   -  2010.00
 AA5233* NAVD 88 ORTHO HEIGHT -    20.9   (meters)       69.    (feet) GPS OBS
 AA5233  ______________________________________________________________________
 AA5233  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5233  GEOID HEIGHT    -         -33.17 (meters)                     GEOID93
 AA5233  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 AA5233  NAD 83(2011) X  -  1,339,848.164 (meters)                     COMP
 AA5233  NAD 83(2011) Y  - -4,694,318.979 (meters)                     COMP
 AA5233  NAD 83(2011) Z  -  4,090,948.902 (meters)                     COMP
 AA5233  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 AA5233
 AA5233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5233  Standards:
 AA5233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5233  -------------------------------------------------------------------
 AA5233  NETWORK    0.71   1.27           0.32   0.25   0.65      0.02118934
 AA5233  -------------------------------------------------------------------
 AA5233  Click here for local accuracies and other accuracy information.
 AA5233
 AA5233.The horizontal coordinates were established by GPS observations
 AA5233.and adjusted by the National Geodetic Survey in June 2012.
 AA5233
 AA5233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5233.been affixed to the stable North American tectonic plate. See 
 AA5233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5233
 AA5233.The horizontal coordinates are valid at the epoch date displayed above
 AA5233.which is a decimal equivalence of Year/Month/Day.
 AA5233
 AA5233.The orthometric height was determined by GPS observations and a
 AA5233.high-resolution geoid model.
 AA5233
 AA5233.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5233.GEOID18 height accuracy estimate available here.
 AA5233
 AA5233.Click photographs - Photos may exist for this station.
 AA5233
 AA5233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5233
 AA5233.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5233
 AA5233.The ellipsoidal height was determined by GPS observations
 AA5233.and is referenced to NAD 83.
 AA5233
 AA5233. The following values were computed from the NAD 83(2011) position.
 AA5233
 AA5233;                    North         East     Units Scale Factor Converg.
 AA5233;SPC NJ       -   146,552.773   186,613.122   MT  0.99991650   +0 16 37.6
 AA5233;SPC NJ       -   480,815.22    612,246.55   sFT  0.99991650   +0 16 37.6
 AA5233;UTM  18      - 4,445,116.275   579,187.321   MT  0.99967719   +0 35 58.4
 AA5233
 AA5233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5233!SPC NJ       -   1.00000189  x   0.99991650  =   0.99991839
 AA5233!UTM  18      -   1.00000189  x   0.99967719  =   0.99967908
 AA5233
 AA5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7918745116(NAD 83)
 AA5233
 AA5233                          SUPERSEDED SURVEY CONTROL
 AA5233
 AA5233  NAD 83(2007)-  40 09 09.60051(N)    074 04 12.87617(W) AD(2002.00) 0
 AA5233  ELLIP H (02/10/07)  -12.023  (m)                       GP(2002.00)    
 AA5233  ELLIP H (10/23/02)  -12.004  (m)                       GP(       ) 4 1
 AA5233  NAD 83(1996)-  40 09 09.60027(N)    074 04 12.87608(W) AD(       ) 1
 AA5233  ELLIP H (05/14/99)  -12.025  (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)  -11.940  (m)                       GP(       ) 3 1
 AA5233
 AA5233.Superseded values are not recommended for survey control.
 AA5233
 AA5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5233.See file dsdata.pdf to determine how the superseded data were derived.
 AA5233
 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 - April 08, 2014
 AA5233
 AA5233  HISTORY     - Date     Condition        Report By
 AA5233  HISTORY     - 1993     MONUMENTED       NJGS
 AA5233  HISTORY     - 20020202 GOOD             NJGS
 AA5233  HISTORY     - 20140408 GOOD             WATER
 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'
 AA5233
 AA5233                          STATION RECOVERY (2014)
 AA5233
 AA5233'RECOVERY NOTE BY WATERSHED SCIENCES 2014 (RI)
 AA5233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6579 ***********************************************************************
 DK6579  DESIGNATION -  13 L 6
 DK6579  PID         -  DK6579
 DK6579  STATE/COUNTY-  NJ/MONMOUTH
 DK6579  COUNTRY     -  US
 DK6579  USGS QUAD   -  FARMINGDALE (2016)
 DK6579
 DK6579                         *CURRENT SURVEY CONTROL
 DK6579  ______________________________________________________________________
 DK6579* NAD 83(1986) POSITION- 40 14 45.30   (N) 074 14 26.12   (W)   HD_HELD1
 DK6579* NAVD 88 ORTHO HEIGHT -    42.606 (meters)      139.78  (feet) ADJUSTED
 DK6579  ______________________________________________________________________
 DK6579  GEOID HEIGHT    -        -32.381 (meters)                     GEOID18
 DK6579  DYNAMIC HEIGHT  -         42.588 (meters)      139.72  (feet) COMP
 DK6579  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 DK6579
 DK6579  VERT ORDER      -  FIRST     CLASS II
 DK6579
 DK6579.The horizontal coordinates were determined by differentially corrected
 DK6579.hand held GPS observations or other comparable positioning techniques
 DK6579.and have an estimated accuracy of +/- 3 meters.
 DK6579
 DK6579.The orthometric height was determined by differential leveling and
 DK6579.adjusted by the NATIONAL GEODETIC SURVEY
 DK6579.in February 2016.
 DK6579
 DK6579.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6579.GEOID18 height accuracy estimate available here.
 DK6579
 DK6579.Click photographs - Photos may exist for this station.
 DK6579
 DK6579.The dynamic height is computed by dividing the NAVD 88
 DK6579.geopotential number by the normal gravity value computed on the
 DK6579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6579.degrees latitude (g = 980.6199 gals.).
 DK6579
 DK6579.The modeled gravity was interpolated from observed gravity values.
 DK6579
 DK6579;                    North         East    Units  Estimated Accuracy
 DK6579;SPC NJ       -   156,849.8     172,070.2     MT  (+/- 3 meters HH1 GPS) 
 DK6579
 DK6579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6459055328(NAD 83)
 DK6579
 DK6579                          SUPERSEDED SURVEY CONTROL
 DK6579
 DK6579  NAVD 88 (05/25/11)   42.608  (m)          139.79   (f) SUPERSEDED  2 2
 DK6579
 DK6579.Superseded values are not recommended for survey control.
 DK6579
 DK6579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6579.See file dsdata.pdf to determine how the superseded data were derived.
 DK6579
 DK6579_MARKER: DD = SURVEY DISK
 DK6579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6579_SP_SET: BASIN CHAMBER WINGWALL
 DK6579_STAMPING: 13 L 6 2006
 DK6579_MARK LOGO: NJGS
 DK6579_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6579+STABILITY: SURFACE MOTION
 DK6579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6579+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DK6579
 DK6579  HISTORY     - Date     Condition        Report By
 DK6579  HISTORY     - 20061102 MONUMENTED       NJGS
 DK6579  HISTORY     - 20140225 GOOD             PB
 DK6579  HISTORY     - 20141117 GOOD             NJGS
 DK6579  HISTORY     - 20150317 GOOD             NJGS
 DK6579
 DK6579                          STATION DESCRIPTION
 DK6579
 DK6579'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6579'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, SET IN A DRILL HOLE IN
 DK6579'THE NORTHWEST JUNCTION OF THE WINGWALL AND OUTFLOW CHAMBER FOR A
 DK6579'DETENTION BASIN ON THE SOUTHEAST CORNER OF ROUTE 33 BUSINESS AND CROW
 DK6579'HILL ROAD.
 DK6579'
 DK6579'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK
 DK6579'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO
 DK6579'ABOUT 1.9 MI (3.06 KM) EAST ON ROUTE 33 BUSINESS TO THE STATION ON THE
 DK6579'LEFT.
 DK6579'
 DK6579'THE STATION IS 65.0 FT (19.8 M) SOUTHEAST OF THE CENTERLINE OF CROW
 DK6579'HILL ROAD, 56.0 FT (17.1 M) EAST OF THE EAST EDGE OF PAVING OF NJ
 DK6579'ROUTE 33 BUSINESS, 48.5 FT (14.8 M) SOUTH-SOUTHEAST OF POLE NUMBER
 DK6579'BT2484HT, 43.2 FT (13.2 M) SOUTH OF POLE NUMBER JC907FT, 47.7 FT (14.5
 DK6579'M) SOUTHEAST OF A FIRE HYDRANT.
 DK6579
 DK6579                          STATION RECOVERY (2014)
 DK6579
 DK6579'RECOVERY NOTE BY PBS&J 2014 (TJD)
 DK6579'DESCRIPTION IS ADEQUATE
 DK6579
 DK6579                          STATION RECOVERY (2014)
 DK6579
 DK6579'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DK6579'RECOVERED AS DESCRIBED.
 DK6579
 DK6579                          STATION RECOVERY (2015)
 DK6579
 DK6579'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DK6579'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7182 ***********************************************************************
 DM7182  DESIGNATION -  13 L 7
 DM7182  PID         -  DM7182
 DM7182  STATE/COUNTY-  NJ/MONMOUTH
 DM7182  COUNTRY     -  US
 DM7182  USGS QUAD   -  ASBURY PARK (2019)
 DM7182
 DM7182                         *CURRENT SURVEY CONTROL
 DM7182  ______________________________________________________________________
 DM7182* NAD 83(1986) POSITION- 40 12 23.     (N) 074 02 12.     (W)   SCALED
 DM7182* NAVD 88 ORTHO HEIGHT -     7.770 (meters)       25.49  (feet) ADJUSTED
 DM7182  ______________________________________________________________________
 DM7182  GEOID HEIGHT    -        -32.830 (meters)                     GEOID18
 DM7182  DYNAMIC HEIGHT  -          7.767 (meters)       25.48  (feet) COMP
 DM7182  MODELED GRAVITY -    980,171.7   (mgal)                       NAVD 88
 DM7182
 DM7182  VERT ORDER      -  FIRST     CLASS II
 DM7182
 DM7182.The horizontal coordinates were scaled from a map and have
 DM7182.an estimated accuracy of +/- 6 seconds.
 DM7182
 DM7182.The orthometric height was determined by differential leveling and
 DM7182.adjusted by the NATIONAL GEODETIC SURVEY
 DM7182.in May 2011.
 DM7182
 DM7182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7182.GEOID18 height accuracy estimate available here.
 DM7182
 DM7182.Click photographs - Photos may exist for this station.
 DM7182
 DM7182.The dynamic height is computed by dividing the NAVD 88
 DM7182.geopotential number by the normal gravity value computed on the
 DM7182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7182.degrees latitude (g = 980.6199 gals.).
 DM7182
 DM7182.The modeled gravity was interpolated from observed gravity values.
 DM7182
 DM7182;                    North         East    Units  Estimated Accuracy
 DM7182;SPC NJ       -   152,530.      189,440.      MT  (+/- 180 meters Scaled)
 DM7182
 DM7182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK819511(NAD 83)
 DM7182
 DM7182                          SUPERSEDED SURVEY CONTROL
 DM7182
 DM7182.No superseded survey control is available for this station.
 DM7182
 DM7182_MARKER: DD = SURVEY DISK
 DM7182_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7182_SP_SET: DAM RETAINING WALL
 DM7182_STAMPING: 13 L 7 2008
 DM7182_MARK LOGO: NJGS
 DM7182_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7182+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2018
 DM7182
 DM7182  HISTORY     - Date     Condition        Report By
 DM7182  HISTORY     - 20080509 MONUMENTED       NJGS
 DM7182  HISTORY     - 20180818 GOOD             USPSQD
 DM7182
 DM7182                          STATION DESCRIPTION
 DM7182
 DM7182'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7182'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7182'NORTH END OF THE WEST L-SHAPED RETAINING WALL/DAM FOR LAKE ALBERTA ON
 DM7182'THE EAST SIDE OF NEPTUNE AVENUE.
 DM7182'
 DM7182'TO REACH THE STATION FROM THE JUNCTION OF CORLIES AVENUE (NJ ROUTE 33)
 DM7182'AND NEPTUNE AVENUE, GO 0.15 MI (0.2 KM) SOUTH ON NEPTUNE AVENUE TO THE
 DM7182'STATION ON THE LEFT, AT THE JUNCTION WITH LAKESIDE AVENUE.
 DM7182'
 DM7182'THE STATION IS 15.7 FT (4.8 M) SOUTH OF THE SOUTH CURB OF LAKEVIEW
 DM7182'AVENUE, 20.1 FT (6.1 M) EAST OF THE EAST CURB EXTENDED OF NEPTUNE
 DM7182'BOULEVARD, 40.2 FT (12.3 M) NORTH OF THE CENTER OF THE WEIR, 63.3 FT
 DM7182'(19.3 M) EAST-NORTHEAST OF POLE NUMBER JC141.  THE STATION IS IN FRONT
 DM7182'OF AND ACROSS NEPTUNE BOULEVARD FROM HOUSE NUMBER 215/217.
 DM7182
 DM7182                          STATION RECOVERY (2018)
 DM7182
 DM7182'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7208 ***********************************************************************
 DM7208  DESIGNATION -  13 L 8
 DM7208  PID         -  DM7208
 DM7208  STATE/COUNTY-  NJ/MONMOUTH
 DM7208  COUNTRY     -  US
 DM7208  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7208
 DM7208                         *CURRENT SURVEY CONTROL
 DM7208  ______________________________________________________________________
 DM7208* NAD 83(1986) POSITION- 40 18 10.     (N) 074 04 46.     (W)   SCALED
 DM7208* NAVD 88 ORTHO HEIGHT -    14.607 (meters)       47.92  (feet) ADJUSTED
 DM7208  ______________________________________________________________________
 DM7208  GEOID HEIGHT    -        -32.553 (meters)                     GEOID18
 DM7208  DYNAMIC HEIGHT  -         14.601 (meters)       47.90  (feet) COMP
 DM7208  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 DM7208
 DM7208  VERT ORDER      -  FIRST     CLASS II
 DM7208
 DM7208.The horizontal coordinates were scaled from a map and have
 DM7208.an estimated accuracy of +/- 6 seconds.
 DM7208
 DM7208.The orthometric height was determined by differential leveling and
 DM7208.adjusted by the NATIONAL GEODETIC SURVEY
 DM7208.in May 2011.
 DM7208
 DM7208.No vertical observational check was made to the station.
 DM7208
 DM7208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7208.GEOID18 height accuracy estimate available here.
 DM7208
 DM7208.Click photographs - Photos may exist for this station.
 DM7208
 DM7208.The dynamic height is computed by dividing the NAVD 88
 DM7208.geopotential number by the normal gravity value computed on the
 DM7208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7208.degrees latitude (g = 980.6199 gals.).
 DM7208
 DM7208.The modeled gravity was interpolated from observed gravity values.
 DM7208
 DM7208;                    North         East    Units  Estimated Accuracy
 DM7208;SPC NJ       -   163,220.      185,750.      MT  (+/- 180 meters Scaled)
 DM7208
 DM7208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK782617(NAD 83)
 DM7208
 DM7208                          SUPERSEDED SURVEY CONTROL
 DM7208
 DM7208.No superseded survey control is available for this station.
 DM7208
 DM7208_MARKER: DD = SURVEY DISK
 DM7208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7208_STAMPING: 13 L 8 2008
 DM7208_MARK LOGO: NJGS
 DM7208_PROJECTION: FLUSH
 DM7208_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7208+STABILITY: SURFACE MOTION
 DM7208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7208+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM7208
 DM7208  HISTORY     - Date     Condition        Report By
 DM7208  HISTORY     - UNK      MONUMENTED       NJDT
 DM7208  HISTORY     - 20080922 GOOD             NJGS
 DM7208
 DM7208                          STATION DESCRIPTION
 DM7208
 DM7208'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7208'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS, ON THE
 DM7208'SOUTHWEST CORNER OF THE JUNCTION OF TINTON AVENUE (COUNTY ROUTE 537)
 DM7208'AND HOPE ROAD (COUNTY ROUTE 51).
 DM7208'
 DM7208'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET (NJ STATE ROUTE
 DM7208'35) AND TINTON AVENUE (COUNTY ROUTE 537), AT THE MAIN ENTRANCE (AVENUE
 DM7208'OF MEMORIES) TO FORT MONMOUTH, GO 1.0 MI (1.6 KM) WEST ON TILTON
 DM7208'AVENUE TO THE JUNCTION WITH HOPE ROAD AND THE STATION ON THE LEFT.
 DM7208'
 DM7208'THE STATION IS 17.6 M (57.7 FT) SOUTH OF THE CENTERLINE OF TILTON
 DM7208'ROAD, 2.6 M (8.5 FT) WEST OF THE WEST CURB OF HOPE ROAD, 8.5 M (27.9
 DM7208'FT) WEST OF THE CENTERLINE OF HOPE ROAD, 3.1 M (10.2 FT) SOUTH OF A
 DM7208'TRAFFIC SIGNAL, 14.3 M (46.9 FT) SOUTHEAST OF POLE NUMBER BT456.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP8002 ***********************************************************************
 DP8002  DESIGNATION -  13 L 9
 DP8002  PID         -  DP8002
 DP8002  STATE/COUNTY-  NJ/MONMOUTH
 DP8002  COUNTRY     -  US
 DP8002  USGS QUAD   -  ASBURY PARK (2019)
 DP8002
 DP8002                         *CURRENT SURVEY CONTROL
 DP8002  ______________________________________________________________________
 DP8002* NAD 83(1986) POSITION- 40 10 40.07   (N) 074 01 44.64   (W)   HD_HELD1
 DP8002* NAVD 88 ORTHO HEIGHT -     5.448 (meters)       17.87  (feet) ADJUSTED
 DP8002  ______________________________________________________________________
 DP8002  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 DP8002  DYNAMIC HEIGHT  -          5.446 (meters)       17.87  (feet) COMP
 DP8002  MODELED GRAVITY -    980,166.2   (mgal)                       NAVD 88
 DP8002
 DP8002  VERT ORDER      -  FIRST     CLASS II
 DP8002
 DP8002.The horizontal coordinates were determined by differentially corrected
 DP8002.hand held GPS observations or other comparable positioning techniques
 DP8002.and have an estimated accuracy of +/- 3 meters.
 DP8002
 DP8002.The orthometric height was determined by differential leveling and
 DP8002.adjusted by the NATIONAL GEODETIC SURVEY
 DP8002.in September 2015.
 DP8002
 DP8002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8002.GEOID18 height accuracy estimate available here.
 DP8002
 DP8002.Click photographs - Photos may exist for this station.
 DP8002
 DP8002.The dynamic height is computed by dividing the NAVD 88
 DP8002.geopotential number by the normal gravity value computed on the
 DP8002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8002.degrees latitude (g = 980.6199 gals.).
 DP8002
 DP8002.The modeled gravity was interpolated from observed gravity values.
 DP8002
 DP8002;                    North         East    Units  Estimated Accuracy
 DP8002;SPC NJ       -   149,360.7     190,106.4     MT  (+/- 3 meters HH1 GPS) 
 DP8002
 DP8002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8266347943(NAD 83)
 DP8002
 DP8002                          SUPERSEDED SURVEY CONTROL
 DP8002
 DP8002.No superseded survey control is available for this station.
 DP8002
 DP8002_MARKER: DD = SURVEY DISK
 DP8002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP8002_SP_SET: WATER TANK BASE
 DP8002_STAMPING: 13 L 9 2012
 DP8002_MARK LOGO: NJGS
 DP8002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8002+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP8002
 DP8002  HISTORY     - Date     Condition        Report By
 DP8002  HISTORY     - 20120718 MONUMENTED       NJGS
 DP8002
 DP8002                          STATION DESCRIPTION
 DP8002
 DP8002'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP8002'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF POINT
 DP8002'PLEASANT, 6.1 MI (9.8 KM) NORTH OF POINT PLEASANT BEACH AND 3.1 MI
 DP8002'(5.0 KM) SOUTH-SOUTHWEST OF ASBURY PARK.  THE STATION IS LOCATED IN
 DP8002'BELMAR.
 DP8002'
 DP8002'THE STATION IS SET IN A DRILL HOLE IN THE NORTH SIDE OF THE BASE OF A
 DP8002'SQUAT WATER TANK ON THE SOUTH SIDE OF TWELFTH AVENUE.  THE TANK IS
 DP8002'LOCATED ON THE GROUNDS OF THE BELMAR MUNICIPAL COMPLEX.
 DP8002'
 DP8002'THE STATION IS 180 FT (54.9 M) EAST OF THE CENTERLINE OF BAYVIEW
 DP8002'STREET, 60 FT (18.3 M) SOUTH OF THE CENTERLINE OF TWELFTH AVENUE, 150
 DP8002'FT (45.7 M) WEST OF THE CENTERLINE OF WEST RAILROAD AVENUE, 8.4 FT
 DP8002'(2.6 M) SOUTH OF THE NORTH FENCE LINE.  THE STATION IS ABOUT 8 INCHES
 DP8002'(20 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6232 ***********************************************************************
 KV6232  DESIGNATION -  13 M 1
 KV6232  PID         -  KV6232
 KV6232  STATE/COUNTY-  NJ/MONMOUTH
 KV6232  COUNTRY     -  US
 KV6232  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6232
 KV6232                         *CURRENT SURVEY CONTROL
 KV6232  ______________________________________________________________________
 KV6232* NAD 83(2011) POSITION- 40 22 18.95962(N) 074 03 33.13030(W)   ADJUSTED
 KV6232* NAD 83(2011) ELLIP HT-    -9.559 (meters)        (06/27/12)   ADJUSTED
 KV6232* NAD 83(2011) EPOCH   -  2010.00
 KV6232* NAVD 88 ORTHO HEIGHT -    23.0   (meters)       75.    (feet) GPS OBS
 KV6232  ______________________________________________________________________
 KV6232  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6232  GEOID HEIGHT    -        -32.770 (meters)                     GEOID93
 KV6232  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 KV6232  NAD 83(2011) X  -  1,336,431.603 (meters)                     COMP
 KV6232  NAD 83(2011) Y  - -4,678,932.293 (meters)                     COMP
 KV6232  NAD 83(2011) Z  -  4,109,529.711 (meters)                     COMP
 KV6232  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 KV6232
 KV6232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6232  Standards:
 KV6232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6232  -------------------------------------------------------------------
 KV6232  NETWORK    0.50   0.84           0.22   0.19   0.43     -0.09620962
 KV6232  -------------------------------------------------------------------
 KV6232  Click here for local accuracies and other accuracy information.
 KV6232
 KV6232.The horizontal coordinates were established by GPS observations
 KV6232.and adjusted by the National Geodetic Survey in June 2012.
 KV6232
 KV6232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6232.been affixed to the stable North American tectonic plate. See 
 KV6232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6232
 KV6232.The horizontal coordinates are valid at the epoch date displayed above
 KV6232.which is a decimal equivalence of Year/Month/Day.
 KV6232
 KV6232.The orthometric height was determined by GPS observations and a
 KV6232.high-resolution geoid model.
 KV6232
 KV6232.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6232.GEOID18 height accuracy estimate available here.
 KV6232
 KV6232.Click photographs - Photos may exist for this station.
 KV6232
 KV6232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6232
 KV6232.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6232
 KV6232.The ellipsoidal height was determined by GPS observations
 KV6232.and is referenced to NAD 83.
 KV6232
 KV6232. The following values were computed from the NAD 83(2011) position.
 KV6232
 KV6232;                    North         East     Units Scale Factor Converg.
 KV6232;SPC NJ       -   170,902.349   187,432.665   MT  0.99991724   +0 17 07.9
 KV6232;SPC NJ       -   560,702.12    614,935.34   sFT  0.99991724   +0 17 07.9
 KV6232;UTM  18      - 4,469,464.265   579,869.347   MT  0.99967852   +0 36 33.9
 KV6232
 KV6232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6232!SPC NJ       -   1.00000150  x   0.99991724  =   0.99991874
 KV6232!UTM  18      -   1.00000150  x   0.99967852  =   0.99968002
 KV6232
 KV6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7986969464(NAD 83)
 KV6232
 KV6232                          SUPERSEDED SURVEY CONTROL
 KV6232
 KV6232  NAD 83(2007)-  40 22 18.96002(N)    074 03 33.13073(W) AD(2002.00) 0
 KV6232  ELLIP H (02/10/07)   -9.544  (m)                       GP(2002.00)    
 KV6232  ELLIP H (10/23/02)   -9.526  (m)                       GP(       ) 4 1
 KV6232  NAD 83(1996)-  40 22 18.96000(N)    074 03 33.13096(W) AD(       ) 1
 KV6232  ELLIP H (05/14/99)   -9.541  (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)   -9.601  (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)  RAPSU86  model used  GPS OBS        
 KV6232
 KV6232.Superseded values are not recommended for survey control.
 KV6232
 KV6232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6232.See file dsdata.pdf to determine how the superseded data were derived.
 KV6232
 KV6232_MARKER: DD = SURVEY DISK
 KV6232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6232_STAMPING: 13 M 1 1988
 KV6232_MARK LOGO: NJGS
 KV6232_PROJECTION: FLUSH
 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 - July 17, 2019
 KV6232
 KV6232  HISTORY     - Date     Condition        Report By
 KV6232  HISTORY     - 1988     MONUMENTED       NJGS
 KV6232  HISTORY     - 19931103 GOOD             NJGS
 KV6232  HISTORY     - 20060109 GOOD             AASCO
 KV6232  HISTORY     - 20190717 GOOD             NJGS
 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.
 KV6232
 KV6232                          STATION RECOVERY (2019)
 KV6232
 KV6232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6232'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.
 KV6232'
 KV6232'TO REACH THE STATION FROM THE MIDDLETOWN MUNICIPAL COMPLEX AT THE
 KV6232'NORTHWEST INTERSECTION OF STATE ROUTE 35 AND KINGS HIGHWAY PROCEED 4.6
 KV6232'KM (2.9 MI) SOUTHEAST ALONG ROUTE 35 TO THE INTERSECTION WITH NAVESINK
 KV6232'RIVER ROAD, THENCE 2.2 KM (1.4 MI) EAST ON NAVESINK RIVER ROAD, COUNTY
 KV6232'ROUTE 12A, TO THE STATION ON THE LEFT.  TO REACH THE STATION FROM THE
 KV6232'TEE JUNCTION OF COUNTY ROAD 8A AND NAVESINK RIVER ROAD, COUNTY ROAD
 KV6232'12A AT THE NORTH END OF THE OCEANIC BRIDGE IN LOCUST POINT, GO 2.65 MI
 KV6232'(4.26 KM) WEST-SOUTHWEST ON NAVESINK RIVER ROAD TO THE STATION ON THE
 KV6232'RIGHT.    IT IS 191.5 FT (58.4 M) EAST-SOUTHEAST OF THE EAST CORNER OF
 KV6232'CONCRETE PUMP HOUSE, 95 FT (29.0 M) EAST OF POLE BT60203 MDT, 40 FT
 KV6232'(12.2 M) WEST OF POLE NUMBER BT60205 MDT, 3 FT (0.9 M) NORTHWEST OF
 KV6232'EDGE OF PAVEMENT ON THE NORTH SIDE OF NAVESINK RIVER ROAD AND SET
 KV6232'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5811 ***********************************************************************
 DP5811  DESIGNATION -  13 M 10
 DP5811  PID         -  DP5811
 DP5811  STATE/COUNTY-  NJ/MONMOUTH
 DP5811  COUNTRY     -  US
 DP5811  USGS QUAD   -  FREEHOLD (2019)
 DP5811
 DP5811                         *CURRENT SURVEY CONTROL
 DP5811  ______________________________________________________________________
 DP5811* NAD 83(1986) POSITION- 40 15 14.32   (N) 074 20 08.39   (W)   HD_HELD1
 DP5811* NAVD 88 ORTHO HEIGHT -    38.285 (meters)      125.61  (feet) ADJUSTED
 DP5811  ______________________________________________________________________
 DP5811  GEOID HEIGHT    -        -32.363 (meters)                     GEOID18
 DP5811  DYNAMIC HEIGHT  -         38.270 (meters)      125.56  (feet) COMP
 DP5811  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 DP5811
 DP5811  VERT ORDER      -  FIRST     CLASS II
 DP5811
 DP5811.The horizontal coordinates were determined by differentially corrected
 DP5811.hand held GPS observations or other comparable positioning techniques
 DP5811.and have an estimated accuracy of +/- 3 meters.
 DP5811
 DP5811.The orthometric height was determined by differential leveling and
 DP5811.adjusted by the NATIONAL GEODETIC SURVEY
 DP5811.in April 2015.
 DP5811
 DP5811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5811.GEOID18 height accuracy estimate available here.
 DP5811
 DP5811.Click photographs - Photos may exist for this station.
 DP5811
 DP5811.The dynamic height is computed by dividing the NAVD 88
 DP5811.geopotential number by the normal gravity value computed on the
 DP5811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5811.degrees latitude (g = 980.6199 gals.).
 DP5811
 DP5811.The modeled gravity was interpolated from observed gravity values.
 DP5811
 DP5811;                    North         East    Units  Estimated Accuracy
 DP5811;SPC NJ       -   157,725.5     163,979.8     MT  (+/- 3 meters HH1 GPS) 
 DP5811
 DP5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5649756158(NAD 83)
 DP5811
 DP5811                          SUPERSEDED SURVEY CONTROL
 DP5811
 DP5811.No superseded survey control is available for this station.
 DP5811
 DP5811_MARKER: DD = SURVEY DISK
 DP5811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP5811_SP_SET: SIGN BRIDGE BASE
 DP5811_STAMPING: 13 M 10 2013
 DP5811_MARK LOGO: NJGS
 DP5811_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5811+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2013
 DP5811
 DP5811  HISTORY     - Date     Condition        Report By
 DP5811  HISTORY     - 20131018 MONUMENTED       NJGS
 DP5811
 DP5811                          STATION DESCRIPTION
 DP5811
 DP5811'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5811'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF MARLBORO,
 DP5811'4.9 MI (7.9 KM) WEST-NORTHWEST OF ADELPHIA AND 3.3 MI (5.3 KM) WEST OF
 DP5811'FREEHOLD, IN MANALAPAN TOWNSHIP.
 DP5811'
 DP5811'THE STATION IS SET IN A DRILL HOLE IN THE CENTER OF THE NORTH SIDE OF
 DP5811'A RECTANGULAR CONCRETE BASE FOR A SIGN BRIDGE FOR THE EAST BOUND LANES
 DP5811'OF THE OFF RAMP OF NJ ROUTE 33 LEADING TO THE EAST BOUND LANES OF NJ
 DP5811'ROUTE 33 BUSINESS.
 DP5811'
 DP5811'THE STATION IS 15.7 FT (4.8 M) EAST OF POLE NUMBER 209224A51708, 6.8
 DP5811'FT (2.1 M) SOUTH OF THE SOUTH CURB OF THE RAMP, 12.0 FT (3.7 M)
 DP5811'SOUTHEAST OF THE C3ENTER OF AN INLET, 75.3 FT (23.0 M) WEST OF
 DP5811'MILEPOST 0, 30.7 FT (9.4 M) WEST OF A LIGHT POLE, 8 INCHES (20 CM)
 DP5811'SOUTH OF THE NORTH EDGE OF THE BASE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9960 ***********************************************************************
 DP9960  DESIGNATION -  13 M 11
 DP9960  PID         -  DP9960
 DP9960  STATE/COUNTY-  NJ/MONMOUTH
 DP9960  COUNTRY     -  US
 DP9960  USGS QUAD   -  KEYPORT (2016)
 DP9960
 DP9960                         *CURRENT SURVEY CONTROL
 DP9960  ______________________________________________________________________
 DP9960* NAD 83(1986) POSITION- 40 24 23.25   (N) 074 14 01.07   (W)   HD_HELD1
 DP9960* NAVD 88 ORTHO HEIGHT -    18.659 (meters)       61.22  (feet) ADJUSTED
 DP9960  ______________________________________________________________________
 DP9960  GEOID HEIGHT    -        -32.374 (meters)                     GEOID18
 DP9960  DYNAMIC HEIGHT  -         18.651 (meters)       61.19  (feet) COMP
 DP9960  MODELED GRAVITY -    980,221.0   (mgal)                       NAVD 88
 DP9960
 DP9960  VERT ORDER      -  FIRST     CLASS II
 DP9960
 DP9960.The horizontal coordinates were determined by differentially corrected
 DP9960.hand held GPS observations or other comparable positioning techniques
 DP9960.and have an estimated accuracy of +/- 3 meters.
 DP9960
 DP9960.The orthometric height was determined by differential leveling and
 DP9960.adjusted by the NATIONAL GEODETIC SURVEY
 DP9960.in February 2016.
 DP9960
 DP9960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9960.GEOID18 height accuracy estimate available here.
 DP9960
 DP9960.Click photographs - Photos may exist for this station.
 DP9960
 DP9960.The dynamic height is computed by dividing the NAVD 88
 DP9960.geopotential number by the normal gravity value computed on the
 DP9960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9960.degrees latitude (g = 980.6199 gals.).
 DP9960
 DP9960.The modeled gravity was interpolated from observed gravity values.
 DP9960
 DP9960;                    North         East    Units  Estimated Accuracy
 DP9960;SPC NJ       -   174,676.5     172,608.6     MT  (+/- 3 meters HH1 GPS) 
 DP9960
 DP9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6502773153(NAD 83)
 DP9960
 DP9960                          SUPERSEDED SURVEY CONTROL
 DP9960
 DP9960.No superseded survey control is available for this station.
 DP9960
 DP9960_MARKER: DD = SURVEY DISK
 DP9960_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP9960_SP_SET: BRIDGE ABUTMENT
 DP9960_STAMPING: 13 M 11 2015
 DP9960_MARK LOGO: NJGS
 DP9960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9960+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9960
 DP9960  HISTORY     - Date     Condition        Report By
 DP9960  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9960
 DP9960                          STATION DESCRIPTION
 DP9960
 DP9960'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9960'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF MARLBORO, 5.8
 DP9960'MI (9.3 KM) SOUTH-SOUTHEAST OF SOUTH AMBOY AND 2.6 MI (4.2 KM)
 DP9960'SOUTHWEST OF KEYPORT, IN ABERDEEN TOWNSHIP.
 DP9960'
 DP9960'TO REACH FROM THE INTERSECTION OF STATE ROUTE 34 AND MAIN STREET (NEW
 DP9960'JERSEY ROUTE 34) IN MATAWAN, GO ABOUT 0.1 MI (0.2 KM) SOUTH ON ROUTE
 DP9960'34 TO THE DRIVEWAY LEADING TO RETAIL STORES AT THE SOUTHWEST CORNER OF
 DP9960'THE JUNCTION OF ROUTE 34 AND BROAD STREET (COUNTY ROUTE 516).  TURN
 DP9960'RIGHT INTO THE PARKING LOT AND GO SOUTHEAST TO THE END OF THE PARKING
 DP9960'LOT AND THE ACCESS PATH TO THE HENRY HUDSON TRAIL AND THE STATION ON
 DP9960'THE LEFT, THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST END OF
 DP9960'THE SOUTHWEST ABUTMENT OF THE FORMER RAILROAD BRIDGE (THE HENRY HUDSON
 DP9960'TRAIL) CROSSING OVER NEW JERSEY STATE HIGHWAY 34.
 DP9960'
 DP9960'IT IS 50 FT (15.2 M) NORTHEAST OF THE NORTHEAST OF THE RANGE OF THE
 DP9960'NORTHEAST WALL OF THE STORES, 44 FT (13.4 M) SOUTHWEST OF THE CENTER
 DP9960'OF THE TRAIL, 25 FT (7.6 M) NORTHEAST OF THE SOUTHWEST END OF THE
 DP9960'WOODEN FENCE, 8.5 FT (2.6 M) NORTHWEST OF THE CENTERLINE OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0819 ***********************************************************************
 DQ0819  DESIGNATION -  13 M 12
 DQ0819  PID         -  DQ0819
 DQ0819  STATE/COUNTY-  NJ/MONMOUTH
 DQ0819  COUNTRY     -  US
 DQ0819  USGS QUAD   -  FARMINGDALE (2016)
 DQ0819
 DQ0819                         *CURRENT SURVEY CONTROL
 DQ0819  ______________________________________________________________________
 DQ0819* NAD 83(1986) POSITION- 40 13 08.79   (N) 074 07 47.55   (W)   HD_HELD1
 DQ0819* NAVD 88 ORTHO HEIGHT -    31.803 (meters)      104.34  (feet) ADJUSTED
 DQ0819  ______________________________________________________________________
 DQ0819  GEOID HEIGHT    -        -32.614 (meters)                     GEOID18
 DQ0819  DYNAMIC HEIGHT  -         31.789 (meters)      104.29  (feet) COMP
 DQ0819  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 DQ0819
 DQ0819  VERT ORDER      -  FIRST     CLASS II
 DQ0819
 DQ0819.The horizontal coordinates were determined by differentially corrected
 DQ0819.hand held GPS observations or other comparable positioning techniques
 DQ0819.and have an estimated accuracy of +/- 3 meters.
 DQ0819
 DQ0819.The orthometric height was determined by differential leveling and
 DQ0819.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0819.in February 2016.
 DQ0819
 DQ0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0819.GEOID18 height accuracy estimate available here.
 DQ0819
 DQ0819.Click photographs - Photos may exist for this station.
 DQ0819
 DQ0819.The dynamic height is computed by dividing the NAVD 88
 DQ0819.geopotential number by the normal gravity value computed on the
 DQ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0819.degrees latitude (g = 980.6199 gals.).
 DQ0819
 DQ0819.The modeled gravity was interpolated from observed gravity values.
 DQ0819
 DQ0819;                    North         East    Units  Estimated Accuracy
 DQ0819;SPC NJ       -   153,906.8     181,502.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0819
 DQ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7403652439(NAD 83)
 DQ0819
 DQ0819                          SUPERSEDED SURVEY CONTROL
 DQ0819
 DQ0819.No superseded survey control is available for this station.
 DQ0819
 DQ0819_MARKER: DD = SURVEY DISK
 DQ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0819_STAMPING: 13 M 12 2015
 DQ0819_MARK LOGO: NJDT
 DQ0819_PROJECTION: FLUSH
 DQ0819_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0819+STABILITY: SURFACE MOTION
 DQ0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0819+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2018
 DQ0819
 DQ0819  HISTORY     - Date     Condition        Report By
 DQ0819  HISTORY     - UNK      MONUMENTED       NJDT
 DQ0819  HISTORY     - 20150317 GOOD             NJGS
 DQ0819  HISTORY     - 20180524 GOOD             NJGS
 DQ0819
 DQ0819                          STATION DESCRIPTION
 DQ0819
 DQ0819'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0819'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF ADELPHIA, 6.2 MI
 DQ0819'(10.0 KM) WEST OF ASBURY PARK AND 2.6 MI (4.2 KM) NORTHEAST OF
 DQ0819'FARMINGDALE, IN HOWELL TOWNSHIP.
 DQ0819'
 DQ0819'THE STATION IS ON THE SOUTH SIDE OF ASBURY ROAD, AT THE WEST END OF
 DQ0819'THE CIRCLE INTERSECTION OF NEW JERSEY ROUTE 33 AND ASBURY ROAD (COUNTY
 DQ0819'ROUTE 547).
 DQ0819'
 DQ0819'THE STATION IS 4.1 FT (1.2 M) SOUTH OF THE SOUTH EDGE OF PAVING OF
 DQ0819'ASBURY ROAD, 20.4 FT (6.2 M) SOUTH OF THE CENTERLINE OF ASBURY ROAD,
 DQ0819'8.1 FT (2.5 M) NORTHWEST OF POLE NUMBER J--41, 39 FT (11.9 M) SOUTH
 DQ0819'AND ACROSS THE ROAD FROM POLE NUMBER BT216WL, 24 FT (7.3 M)
 DQ0819'EAST-SOUTHEAST OF A BELL MANHOLE, 9 FT (2.7 M) NORTH OF THE NORTH EDGE
 DQ0819'OF PAVING FOR A PARKING LOT FOR A BUSINESS (OLYMPIC TRANSFER).
 DQ0819
 DQ0819                          STATION RECOVERY (2018)
 DQ0819
 DQ0819'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DQ0819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5278 ***********************************************************************
 DR5278  DESIGNATION -  13 M 13
 DR5278  PID         -  DR5278
 DR5278  STATE/COUNTY-  NJ/MONMOUTH
 DR5278  COUNTRY     -  US
 DR5278  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5278
 DR5278                         *CURRENT SURVEY CONTROL
 DR5278  ______________________________________________________________________
 DR5278* NAD 83(1986) POSITION- 40 25 01.84   (N) 074 04 22.84   (W)   HD_HELD1
 DR5278* NAVD 88 ORTHO HEIGHT -     7.065 (meters)       23.18  (feet) ADJUSTED
 DR5278  ______________________________________________________________________
 DR5278  GEOID HEIGHT    -        -32.412 (meters)                     GEOID18
 DR5278  DYNAMIC HEIGHT  -          7.062 (meters)       23.17  (feet) COMP
 DR5278  MODELED GRAVITY -    980,213.3   (mgal)                       NAVD 88
 DR5278
 DR5278  VERT ORDER      -  FIRST     CLASS II
 DR5278
 DR5278.The horizontal coordinates were determined by differentially corrected
 DR5278.hand held GPS observations or other comparable positioning techniques
 DR5278.and have an estimated accuracy of +/- 3 meters.
 DR5278
 DR5278.The orthometric height was determined by differential leveling and
 DR5278.adjusted by the NATIONAL GEODETIC SURVEY
 DR5278.in July 2020.
 DR5278
 DR5278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5278.GEOID18 height accuracy estimate available here.
 DR5278
 DR5278.Click photographs - Photos may exist for this station.
 DR5278
 DR5278.The dynamic height is computed by dividing the NAVD 88
 DR5278.geopotential number by the normal gravity value computed on the
 DR5278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5278.degrees latitude (g = 980.6199 gals.).
 DR5278
 DR5278.The modeled gravity was interpolated from observed gravity values.
 DR5278
 DR5278;                    North         East    Units  Estimated Accuracy
 DR5278;SPC NJ       -   175,920.2     186,235.8     MT  (+/- 3 meters HH1 GPS) 
 DR5278
 DR5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7864474474(NAD 83)
 DR5278
 DR5278                          SUPERSEDED SURVEY CONTROL
 DR5278
 DR5278.No superseded survey control is available for this station.
 DR5278
 DR5278_MARKER: Z = SEE DESCRIPTION
 DR5278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5278_STAMPING: NJ
 DR5278_MARK LOGO: NJDT
 DR5278_PROJECTION: RECESSED 20 CENTIMETERS
 DR5278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5278+STABILITY: SURFACE MOTION
 DR5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5278+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2018
 DR5278
 DR5278  HISTORY     - Date     Condition        Report By
 DR5278  HISTORY     - UNK      MONUMENTED
 DR5278  HISTORY     - 20180910 GOOD             NJGS
 DR5278
 DR5278                          STATION DESCRIPTION
 DR5278
 DR5278'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5278'THE STATION IS ABOUT 11.6 MI (18.7 KM) NORTHEAST OF MARLBORO, 8.9 MI
 DR5278'(14.3 KM) NORTH-NORTHWEST OF LONG BRANCH AND 6.8 MI (10.9 KM) EAST OF
 DR5278'KEYPORT, IN MIDDLETOWN TOWNSHIP, BELFORD.
 DR5278'
 DR5278'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE ROUTE 36 BRIDGE
 DR5278'OVER SHREWSBURY RIVER NEAR SANDY HOOK, GO 5.25 MI (8.45 KM) WEST ON
 DR5278'NEW JERSEY STATE ROUTE 36 NORTHBOUND TO THE STATION ON THE RIGHT.
 DR5278'
 DR5278'THE STATION IS ABOUT 0.15 WEST-NORTHWEST ON NEW JERSEY STATE ROUTE 36
 DR5278'FROM THE NORMANDY ROAD BRIDGE FOR THE NAVAL WEAPONS STATION EARLE OVER
 DR5278'NEW JERSEY STATE ROUTE 36.
 DR5278'
 DR5278'THE STATION IS A 1.5 INCH (38 MM) DIAMETER BRASS PLUG IN CONCRETE
 DR5278'MONUMENT.
 DR5278'
 DR5278'THE STATION IS 530 FT (161.5 M) WEST-NORTHWEST OF ENTRANCE TO NAVAL
 DR5278'WEAPONS STATION EARLE, 118.5 FT (36.1 M) EAST-SOUTHEAST OF A POWER
 DR5278'LINE POLE NUMBERED BT6662MDT, 56.5 FT (17.2 M) WEST-NORTHWEST OF A
 DR5278'POWER LINE POLE NUMBERED BT6663MDT, 27 FT (8.2 M) NORTH-NORTHEAST OF
 DR5278'THE CENTERLINE OF ROUTE 36 WESTBOUND LANES, 17 FT (5.2 M)
 DR5278'SOUTH-SOUTHWEST OF THE SOUTH EDGE OF THE HENRY HUDSON BICYCLE TRAIL, 2
 DR5278'FT (0.6 M) SOUTHWEST OF A WITNESS SIGN POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5338 ***********************************************************************
 DR5338  DESIGNATION -  13 M 14
 DR5338  PID         -  DR5338
 DR5338  STATE/COUNTY-  NJ/MONMOUTH
 DR5338  COUNTRY     -  US
 DR5338  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5338
 DR5338                         *CURRENT SURVEY CONTROL
 DR5338  ______________________________________________________________________
 DR5338* NAD 83(1986) POSITION- 40 22 07.98   (N) 074 00 04.93   (W)   HD_HELD1
 DR5338* NAVD 88 ORTHO HEIGHT -    15.099 (meters)       49.54  (feet) ADJUSTED
 DR5338  ______________________________________________________________________
 DR5338  GEOID HEIGHT    -        -32.606 (meters)                     GEOID18
 DR5338  DYNAMIC HEIGHT  -         15.092 (meters)       49.51  (feet) COMP
 DR5338  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 DR5338
 DR5338  VERT ORDER      -  FIRST     CLASS II
 DR5338
 DR5338.The horizontal coordinates were determined by differentially corrected
 DR5338.hand held GPS observations or other comparable positioning techniques
 DR5338.and have an estimated accuracy of +/- 3 meters.
 DR5338
 DR5338.The orthometric height was determined by differential leveling and
 DR5338.adjusted by the NATIONAL GEODETIC SURVEY
 DR5338.in July 2020.
 DR5338
 DR5338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5338.GEOID18 height accuracy estimate available here.
 DR5338
 DR5338.Click photographs - Photos may exist for this station.
 DR5338
 DR5338.The dynamic height is computed by dividing the NAVD 88
 DR5338.geopotential number by the normal gravity value computed on the
 DR5338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5338.degrees latitude (g = 980.6199 gals.).
 DR5338
 DR5338.The modeled gravity was interpolated from observed gravity values.
 DR5338
 DR5338;                    North         East    Units  Estimated Accuracy
 DR5338;SPC NJ       -   170,589.8     192,345.8     MT  (+/- 3 meters HH1 GPS) 
 DR5338
 DR5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8478369179(NAD 83)
 DR5338
 DR5338                          SUPERSEDED SURVEY CONTROL
 DR5338
 DR5338.No superseded survey control is available for this station.
 DR5338
 DR5338_MARKER: DD = SURVEY DISK
 DR5338_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5338+WITH SETTING: PAVEMENT
 DR5338_SP_SET: FLAG POLE BASE
 DR5338_STAMPING: 13 M 14 2018
 DR5338_MARK LOGO: NJGS
 DR5338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5338+STABILITY: SURFACE MOTION
 DR5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5338+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 DR5338
 DR5338  HISTORY     - Date     Condition        Report By
 DR5338  HISTORY     - 20181105 MONUMENTED       NJGS
 DR5338
 DR5338                          STATION DESCRIPTION
 DR5338
 DR5338'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5338'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5338'10.3 MI (16.6 KM) NORTH OF ASBURY PARK AND 4.5 MI (7.2 KM) NORTH OF
 DR5338'LONG BRANCH, IN RUMSON.
 DR5338'
 DR5338'TO REACH THE STATION FROM THE END OF THE SOUTH SIDE OF THE OCEANIC
 DR5338'BRIDGE DRIVE 0.81 MI (1.30 KM) TO RIDGE ROAD THEN MAKE A LET ON RIDGE
 DR5338'ROAD, DRIVE ABOUT 0.15 MI (0.24 KM) THE STATION ON THE LEFT.
 DR5338'
 DR5338'THE STATION IS SET IN A DRILL HOLE IN THE FLAG POLE IN FRONT OF THE
 DR5338'RUMSON HIGH SCHOOL.
 DR5338'
 DR5338'THE STATION IS 52.8 FT (16.1 M) NORTH OF POLE NUMBER BT60265RN, 58.9
 DR5338'FT (18.0 M) NORTH-NORTHWEST OF THE NORTH CURB OF RIDGE ROAD, 4.7 FT
 DR5338'(1.4 M) SOUTH-SOUTHEAST OF THE FACE OF A RETAINING WALL, 4.7 FT (1.4
 DR5338'M) WEST OF THE WALL OF THE RETAINING WALL, 12 FT (3.7 M) NORTHWEST OF
 DR5338'THE SOUTHEAST CORNER OF AN ELECTRICAL BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5298 ***********************************************************************
 DR5298  DESIGNATION -  13 M 15
 DR5298  PID         -  DR5298
 DR5298  STATE/COUNTY-  NJ/MONMOUTH
 DR5298  COUNTRY     -  US
 DR5298  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5298
 DR5298                         *CURRENT SURVEY CONTROL
 DR5298  ______________________________________________________________________
 DR5298* NAD 83(1986) POSITION- 40 20 55.25   (N) 074 04 25.78   (W)   HD_HELD1
 DR5298* NAVD 88 ORTHO HEIGHT -    10.606 (meters)       34.80  (feet) ADJUSTED
 DR5298  ______________________________________________________________________
 DR5298  GEOID HEIGHT    -        -32.497 (meters)                     GEOID18
 DR5298  DYNAMIC HEIGHT  -         10.601 (meters)       34.78  (feet) COMP
 DR5298  MODELED GRAVITY -    980,201.9   (mgal)                       NAVD 88
 DR5298
 DR5298  VERT ORDER      -  FIRST     CLASS II
 DR5298
 DR5298.The horizontal coordinates were determined by differentially corrected
 DR5298.hand held GPS observations or other comparable positioning techniques
 DR5298.and have an estimated accuracy of +/- 3 meters.
 DR5298
 DR5298.The orthometric height was determined by differential leveling and
 DR5298.adjusted by the NATIONAL GEODETIC SURVEY
 DR5298.in July 2020.
 DR5298
 DR5298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5298.GEOID18 height accuracy estimate available here.
 DR5298
 DR5298.Click photographs - Photos may exist for this station.
 DR5298
 DR5298.The dynamic height is computed by dividing the NAVD 88
 DR5298.geopotential number by the normal gravity value computed on the
 DR5298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5298.degrees latitude (g = 980.6199 gals.).
 DR5298
 DR5298.The modeled gravity was interpolated from observed gravity values.
 DR5298
 DR5298;                    North         East    Units  Estimated Accuracy
 DR5298;SPC NJ       -   168,314.5     186,203.1     MT  (+/- 3 meters HH1 GPS) 
 DR5298
 DR5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7865466870(NAD 83)
 DR5298
 DR5298                          SUPERSEDED SURVEY CONTROL
 DR5298
 DR5298.No superseded survey control is available for this station.
 DR5298
 DR5298_MARKER: DD = SURVEY DISK
 DR5298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR5298_SP_SET: TOWER FOOTING
 DR5298_STAMPING: 13 M 15 2018
 DR5298_MARK LOGO: NJGS
 DR5298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5298+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2018
 DR5298
 DR5298  HISTORY     - Date     Condition        Report By
 DR5298  HISTORY     - 20180103 MONUMENTED       NJGS
 DR5298
 DR5298                          STATION DESCRIPTION
 DR5298
 DR5298'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5298'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-NORTHEAST OF MARLBORO,
 DR5298'8.8 MI (14.2 KM) SOUTHEAST OF KEYPORT AND 5.3 MI (8.5 KM) NORTHWEST OF
 DR5298'LONG BRANCH, IN RED BANK.
 DR5298'
 DR5298'TO REACH FROM THE INTERSECTION OF MAPLE AVENUE (NEW JERSEY STATE ROUTE
 DR5298'35) AND MONMOUTH STREET, GO 0.25 MI (0.40 KM) WEST ON MONMOUTH STREET
 DR5298'TO THE STATION ON THE LEFT.
 DR5298'
 DR5298'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 DR5298'SOUTHEAST FOOTING FOR A HIGH VOLTAGE TOWER LEG AT THE EASTERLY
 DR5298'DRIVEWAY FROM THE RED BANK TRAIN STATION PARKING LOT ON MONMOUTH
 DR5298'STREET.
 DR5298'
 DR5298'THE STATION IS 174 FT (53.0 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 DR5298'THE RED BANK TRAIN STATION BUILDING, 47.7 FT (14.5 M) SOUTH OF THE
 DR5298'CENTERLINE OF MONMOUTH STREET, 21.5 FT (6.6 M) WEST OF THE CENTERLINE
 DR5298'OF THE PARKING LOT ACCESS ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5379 ***********************************************************************
 DR5379  DESIGNATION -  13 M 16
 DR5379  PID         -  DR5379
 DR5379  STATE/COUNTY-  NJ/MONMOUTH
 DR5379  COUNTRY     -  US
 DR5379  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5379
 DR5379                         *CURRENT SURVEY CONTROL
 DR5379  ______________________________________________________________________
 DR5379* NAD 83(1986) POSITION- 40 20 11.12   (N) 074 05 33.53   (W)   HD_HELD1
 DR5379* NAVD 88 ORTHO HEIGHT -     9.366 (meters)       30.73  (feet) ADJUSTED
 DR5379  ______________________________________________________________________
 DR5379  GEOID HEIGHT    -        -32.477 (meters)                     GEOID18
 DR5379  DYNAMIC HEIGHT  -          9.362 (meters)       30.72  (feet) COMP
 DR5379  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 DR5379
 DR5379  VERT ORDER      -  FIRST     CLASS II
 DR5379
 DR5379.The horizontal coordinates were determined by differentially corrected
 DR5379.hand held GPS observations or other comparable positioning techniques
 DR5379.and have an estimated accuracy of +/- 3 meters.
 DR5379
 DR5379.The orthometric height was determined by differential leveling and
 DR5379.adjusted by the NATIONAL GEODETIC SURVEY
 DR5379.in July 2020.
 DR5379
 DR5379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5379.GEOID18 height accuracy estimate available here.
 DR5379
 DR5379.Click photographs - Photos may exist for this station.
 DR5379
 DR5379.The dynamic height is computed by dividing the NAVD 88
 DR5379.geopotential number by the normal gravity value computed on the
 DR5379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5379.degrees latitude (g = 980.6199 gals.).
 DR5379
 DR5379.The modeled gravity was interpolated from observed gravity values.
 DR5379
 DR5379;                    North         East    Units  Estimated Accuracy
 DR5379;SPC NJ       -   166,945.9     184,610.7     MT  (+/- 3 meters HH1 GPS) 
 DR5379
 DR5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7707065492(NAD 83)
 DR5379
 DR5379                          SUPERSEDED SURVEY CONTROL
 DR5379
 DR5379.No superseded survey control is available for this station.
 DR5379
 DR5379_MARKER: DD = SURVEY DISK
 DR5379_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5379_SP_SET: CURB
 DR5379_STAMPING: 13 M 16 2019
 DR5379_MARK LOGO: NJGS
 DR5379_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5379+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2019
 DR5379
 DR5379  HISTORY     - Date     Condition        Report By
 DR5379  HISTORY     - 20190528 MONUMENTED       NJGS
 DR5379
 DR5379                          STATION DESCRIPTION
 DR5379
 DR5379'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 DR5379'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHEAST OF KEYPORT, 8.3
 DR5379'MI (13.4 KM) EAST OF MARLBORO AND 5.7 MI (9.2 KM) WEST-NORTHWEST OF
 DR5379'LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5379'
 DR5379'THE STATION IS SET IN A DRILL HOLE IN THE CURB AT THE NORTHEAST CORNER
 DR5379'OF THE T-JUNCTION OF NEWMAN SPRING ROAD (COUNTY ROUTE 520) AND SCHULTZ
 DR5379'DRIVE.
 DR5379'
 DR5379'THE STATION IS 24.4 FT (7.4 M) EAST OF THE CENTERLINE OF SCHULTZ
 DR5379'DRIVE, 73.1 FT (22.3 M) WEST OF POLE NUMBER JC396-BMDT, 13.4 FT (4.1
 DR5379'M) NORTH OF THE NORTH EDGE OF PAVING OF NEWMAN SPRING ROAD, 22 FT (6.7
 DR5379'M) NORTHWEST OF AN INLET CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6320 ***********************************************************************
 KV6320  DESIGNATION -  13 M 2
 KV6320  PID         -  KV6320
 KV6320  STATE/COUNTY-  NJ/MONMOUTH
 KV6320  COUNTRY     -  US
 KV6320  USGS QUAD   -  ROOSEVELT (2019)
 KV6320
 KV6320                         *CURRENT SURVEY CONTROL
 KV6320  ______________________________________________________________________
 KV6320* NAD 83(1986) POSITION- 40 10 28.     (N) 074 27 54.     (W)   SCALED
 KV6320* NAVD 88 ORTHO HEIGHT -    49.736 (meters)      163.18  (feet) ADJUSTED
 KV6320  ______________________________________________________________________
 KV6320  GEOID HEIGHT    -        -32.425 (meters)                     GEOID18
 KV6320  DYNAMIC HEIGHT  -         49.716 (meters)      163.11  (feet) COMP
 KV6320  MODELED GRAVITY -    980,210.4   (mgal)                       NAVD 88
 KV6320
 KV6320  VERT ORDER      -  FIRST     CLASS II
 KV6320
 KV6320.The horizontal coordinates were scaled from a map and have
 KV6320.an estimated accuracy of +/- 6 seconds.
 KV6320
 KV6320.The orthometric height was determined by differential leveling and
 KV6320.adjusted by the NATIONAL GEODETIC SURVEY
 KV6320.in June 1991.
 KV6320
 KV6320.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6320.GEOID18 height accuracy estimate available here.
 KV6320
 KV6320.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK455472(NAD 83)
 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
 KV6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6320.See file dsdata.pdf to determine how the superseded data were derived.
 KV6320
 KV6320_MARKER: Z = SEE DESCRIPTION
 KV6320_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 DF5248 ***********************************************************************
 DF5248  DESIGNATION -  13 M 3
 DF5248  PID         -  DF5248
 DF5248  STATE/COUNTY-  NJ/MONMOUTH
 DF5248  COUNTRY     -  US
 DF5248  USGS QUAD   -  ALLENTOWN (2016)
 DF5248
 DF5248                         *CURRENT SURVEY CONTROL
 DF5248  ______________________________________________________________________
 DF5248* NAD 83(2011) POSITION- 40 12 35.94472(N) 074 32 51.07185(W)   ADJUSTED
 DF5248* NAD 83(2011) ELLIP HT-     0.899 (meters)        (06/27/12)   ADJUSTED
 DF5248* NAD 83(2011) EPOCH   -  2010.00
 DF5248* NAVD 88 ORTHO HEIGHT -    33.5   (meters)      110.    (feet) GPS OBS
 DF5248  ______________________________________________________________________
 DF5248  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5248  GEOID HEIGHT    -        -32.593 (meters)                     GEOID99
 DF5248  GEOID HEIGHT    -        -32.621 (meters)                     GEOID18
 DF5248  NAD 83(2011) X  -  1,299,606.744 (meters)                     COMP
 DF5248  NAD 83(2011) Y  - -4,701,368.529 (meters)                     COMP
 DF5248  NAD 83(2011) Z  -  4,095,819.735 (meters)                     COMP
 DF5248  LAPLACE CORR    -          4.30  (seconds)                    DEFLEC18
 DF5248
 DF5248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5248  Standards:
 DF5248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5248  -------------------------------------------------------------------
 DF5248  NETWORK    0.44   0.71           0.20   0.15   0.36      0.06244582
 DF5248  -------------------------------------------------------------------
 DF5248  Click here for local accuracies and other accuracy information.
 DF5248
 DF5248.The horizontal coordinates were established by GPS observations
 DF5248.and adjusted by the National Geodetic Survey in June 2012.
 DF5248
 DF5248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5248.been affixed to the stable North American tectonic plate. See 
 DF5248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5248
 DF5248.The horizontal coordinates are valid at the epoch date displayed above
 DF5248.which is a decimal equivalence of Year/Month/Day.
 DF5248
 DF5248.The orthometric height was determined by GPS observations and a
 DF5248.high-resolution geoid model.
 DF5248
 DF5248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5248.GEOID18 height accuracy estimate available here.
 DF5248
 DF5248.Click photographs - Photos may exist for this station.
 DF5248
 DF5248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5248
 DF5248.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5248
 DF5248.The ellipsoidal height was determined by GPS observations
 DF5248.and is referenced to NAD 83.
 DF5248
 DF5248. The following values were computed from the NAD 83(2011) position.
 DF5248
 DF5248;                    North         East     Units Scale Factor Converg.
 DF5248;SPC NJ       -   152,829.151   145,954.949   MT  0.99990020   -0 01 50.4
 DF5248;SPC NJ       -   501,406.97    478,853.86   sFT  0.99990020   -0 01 50.4
 DF5248;UTM  18      - 4,451,162.042   538,505.059   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3850551162(NAD 83)
 DF5248
 DF5248                          SUPERSEDED SURVEY CONTROL
 DF5248
 DF5248  NAD 83(2007)-  40 12 35.94534(N)    074 32 51.07247(W) AD(2002.00) 0
 DF5248  ELLIP H (02/10/07)    0.904  (m)                       GP(2002.00)    
 DF5248  NAD 83(1996)-  40 12 35.94551(N)    074 32 51.07245(W) AD(       ) 1
 DF5248  ELLIP H (04/17/03)    0.924  (m)                       GP(       ) 3 1
 DF5248
 DF5248.Superseded values are not recommended for survey control.
 DF5248
 DF5248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5248.See file dsdata.pdf to determine how the superseded data were derived.
 DF5248
 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 - September 25, 2020
 DF5248
 DF5248  HISTORY     - Date     Condition        Report By
 DF5248  HISTORY     - 1991     MONUMENTED       NJGS
 DF5248  HISTORY     - 20020202 GOOD             NJGS
 DF5248  HISTORY     - 20170308 GOOD             NJGS
 DF5248  HISTORY     - 20200925 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'
 DF5248
 DF5248                          STATION RECOVERY (2017)
 DF5248
 DF5248'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 DF5248'RECOVERED AS DESCRIBED
 DF5248
 DF5248                          STATION RECOVERY (2020)
 DF5248
 DF5248'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DF5248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6970 ***********************************************************************
 KV6970  DESIGNATION -  13 M 4
 KV6970  PID         -  KV6970
 KV6970  STATE/COUNTY-  NJ/MONMOUTH
 KV6970  COUNTRY     -  US
 KV6970  USGS QUAD   -  ADELPHIA (2019)
 KV6970
 KV6970                         *CURRENT SURVEY CONTROL
 KV6970  ______________________________________________________________________
 KV6970* NAD 83(2011) POSITION- 40 13 45.89649(N) 074 16 18.69851(W)   ADJUSTED
 KV6970* NAD 83(2011) ELLIP HT-     4.534 (meters)        (06/27/12)   ADJUSTED
 KV6970* NAD 83(2011) EPOCH   -  2010.00
 KV6970* NAVD 88 ORTHO HEIGHT -    36.9   (meters)      121.    (feet) GPS OBS
 KV6970  ______________________________________________________________________
 KV6970  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6970  GEOID HEIGHT    -        -32.680 (meters)                     GEOID93
 KV6970  GEOID HEIGHT    -        -32.380 (meters)                     GEOID18
 KV6970  NAD 83(2011) X  -  1,321,833.751 (meters)                     COMP
 KV6970  NAD 83(2011) Y  - -4,693,723.151 (meters)                     COMP
 KV6970  NAD 83(2011) Z  -  4,097,469.571 (meters)                     COMP
 KV6970  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 KV6970
 KV6970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6970  Standards:
 KV6970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6970  -------------------------------------------------------------------
 KV6970  NETWORK    0.33   0.47           0.13   0.14   0.24     -0.04433160
 KV6970  -------------------------------------------------------------------
 KV6970  Click here for local accuracies and other accuracy information.
 KV6970
 KV6970.The horizontal coordinates were established by GPS observations
 KV6970.and adjusted by the National Geodetic Survey in June 2012.
 KV6970
 KV6970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6970.been affixed to the stable North American tectonic plate. See 
 KV6970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6970
 KV6970.The horizontal coordinates are valid at the epoch date displayed above
 KV6970.which is a decimal equivalence of Year/Month/Day.
 KV6970
 KV6970.The orthometric height was determined by GPS observations and a
 KV6970.high-resolution geoid model.
 KV6970
 KV6970.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6970.GEOID18 height accuracy estimate available here.
 KV6970
 KV6970.Click photographs - Photos may exist for this station.
 KV6970
 KV6970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6970
 KV6970.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6970
 KV6970.The ellipsoidal height was determined by GPS observations
 KV6970.and is referenced to NAD 83.
 KV6970
 KV6970. The following values were computed from the NAD 83(2011) position.
 KV6970
 KV6970;                    North         East     Units Scale Factor Converg.
 KV6970;SPC NJ       -   155,010.417   169,414.408   MT  0.99990464   +0 08 50.4
 KV6970;SPC NJ       -   508,563.34    555,820.44   sFT  0.99990464   +0 08 50.4
 KV6970;UTM  18      - 4,453,474.846   561,945.530   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6194553474(NAD 83)
 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  NAD 83(2007)-  40 13 45.89695(N)    074 16 18.69899(W) AD(2002.00) 0
 KV6970  ELLIP H (02/10/07)    4.541  (m)                       GP(2002.00)    
 KV6970  ELLIP H (10/23/02)    4.549  (m)                       GP(       ) 4 1
 KV6970  NAD 83(1996)-  40 13 45.89683(N)    074 16 18.69942(W) AD(       ) 1
 KV6970  ELLIP H (05/14/99)    4.545  (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
 KV6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6970.See file dsdata.pdf to determine how the superseded data were derived.
 KV6970
 KV6970_MARKER: DD = SURVEY DISK
 KV6970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6970_STAMPING: 13 M 4 1991
 KV6970_MARK LOGO: NJGS
 KV6970_PROJECTION: RECESSED 5 CENTIMETERS
 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 NOT SUITABLE FOR
 KV6970+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2020
 KV6970
 KV6970  HISTORY     - Date     Condition        Report By
 KV6970  HISTORY     - 1991     MONUMENTED       NJGS
 KV6970  HISTORY     - 19921030 GOOD
 KV6970  HISTORY     - 20201201 GOOD             NJGS
 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.
 KV6970
 KV6970                          STATION RECOVERY (2020)
 KV6970
 KV6970'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6970'THE OAK TREES ARE NOW 20 INCHES (51 CM).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5234 ***********************************************************************
 AA5234  DESIGNATION -  13 M 5
 AA5234  PID         -  AA5234
 AA5234  STATE/COUNTY-  NJ/MONMOUTH
 AA5234  COUNTRY     -  US
 AA5234  USGS QUAD   -  ASBURY PARK (2019)
 AA5234
 AA5234                         *CURRENT SURVEY CONTROL
 AA5234  ______________________________________________________________________
 AA5234* NAD 83(2011) POSITION- 40 10 48.48974(N) 074 07 14.43189(W)   ADJUSTED
 AA5234* NAD 83(2011) ELLIP HT-    12.143 (meters)        (06/27/12)   ADJUSTED
 AA5234* NAD 83(2011) EPOCH   -  2010.00
 AA5234* NAVD 88 ORTHO HEIGHT -    44.884 (meters)      147.26  (feet) ADJUSTED
 AA5234  ______________________________________________________________________
 AA5234  GEOID HEIGHT    -        -32.738 (meters)                     GEOID18
 AA5234  NAD 83(2011) X  -  1,335,182.423 (meters)                     COMP
 AA5234  NAD 83(2011) Y  - -4,693,621.978 (meters)                     COMP
 AA5234  NAD 83(2011) Z  -  4,093,295.324 (meters)                     COMP
 AA5234  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC18
 AA5234  DYNAMIC HEIGHT  -         44.864 (meters)      147.19  (feet) COMP
 AA5234  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 AA5234
 AA5234  VERT ORDER      -  FIRST     CLASS II
 AA5234
 AA5234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5234  Standards:
 AA5234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5234  -------------------------------------------------------------------
 AA5234  NETWORK    0.66   1.16           0.30   0.23   0.59      0.04421168
 AA5234  -------------------------------------------------------------------
 AA5234  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA5234
 AA5234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5234.been affixed to the stable North American tectonic plate. See 
 AA5234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5234
 AA5234.The horizontal coordinates are valid at the epoch date displayed above
 AA5234.which is a decimal equivalence of Year/Month/Day.
 AA5234
 AA5234.The orthometric height was determined by differential leveling and
 AA5234.adjusted by the NATIONAL GEODETIC SURVEY
 AA5234.in April 2013.
 AA5234
 AA5234.No vertical observational check was made to the station.
 AA5234
 AA5234.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5234.GEOID18 height accuracy estimate available here.
 AA5234
 AA5234.Click photographs - Photos may exist for this station.
 AA5234
 AA5234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5234
 AA5234.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5234
 AA5234.The ellipsoidal height was determined by GPS observations
 AA5234.and is referenced to NAD 83.
 AA5234
 AA5234.The dynamic height is computed by dividing the NAVD 88
 AA5234.geopotential number by the normal gravity value computed on the
 AA5234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5234.degrees latitude (g = 980.6199 gals.).
 AA5234
 AA5234.The modeled gravity was interpolated from observed gravity values.
 AA5234
 AA5234. The following values were computed from the NAD 83(2011) position.
 AA5234
 AA5234;                    North         East     Units Scale Factor Converg.
 AA5234;SPC NJ       -   149,583.051   182,303.512   MT  0.99991284   +0 14 41.1
 AA5234;SPC NJ       -   490,757.06    598,107.44   sFT  0.99991284   +0 14 41.1
 AA5234;UTM  18      - 4,448,121.519   574,861.766   MT  0.99966899   +0 34 02.5
 AA5234
 AA5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5234!SPC NJ       -   0.99999810  x   0.99991284  =   0.99991094
 AA5234!UTM  18      -   0.99999810  x   0.99966899  =   0.99966709
 AA5234
 AA5234:                Primary Azimuth Mark                     Grid Az
 AA5234:SPC NJ       -  13 N 5                                   032 01 51.4
 AA5234:UTM  18      -  13 N 5                                   031 42 30.0
 AA5234
 AA5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7486148121(NAD 83)
 AA5234
 AA5234|---------------------------------------------------------------------|
 AA5234| PID    Reference Object                     Distance      Geod. Az  |
 AA5234|                                                           dddmmss.s |
 AA5234| AA5235 13 N 5                              494.009 METERS 0321632.5 |
 AA5234|---------------------------------------------------------------------|
 AA5234
 AA5234                          SUPERSEDED SURVEY CONTROL
 AA5234
 AA5234  NAD 83(2007)-  40 10 48.49008(N)    074 07 14.43210(W) AD(2002.00) 0
 AA5234  ELLIP H (02/10/07)   12.146  (m)                       GP(2002.00)    
 AA5234  ELLIP H (10/23/02)   12.163  (m)                       GP(       ) 4 1
 AA5234  NAD 83(1996)-  40 10 48.48980(N)    074 07 14.43206(W) AD(       ) 1
 AA5234  ELLIP H (05/14/99)   12.145  (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)   12.209  (m)                       GP(       ) 3 1
 AA5234  NAVD 88 (05/22/95)   44.9    (m)  GEOID93  model used  GPS OBS        
 AA5234
 AA5234.Superseded values are not recommended for survey control.
 AA5234
 AA5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5234.See file dsdata.pdf to determine how the superseded data were derived.
 AA5234
 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 - November 23, 2021
 AA5234
 AA5234  HISTORY     - Date     Condition        Report By
 AA5234  HISTORY     - 1993     MONUMENTED       NJGS
 AA5234  HISTORY     - 20020202 GOOD             NJGS
 AA5234  HISTORY     - 20020221 GOOD             INDIV
 AA5234  HISTORY     - 20111012 GOOD             NJGS
 AA5234  HISTORY     - 20150821 GOOD             NJGS
 AA5234  HISTORY     - 20191121 GOOD             RAS
 AA5234  HISTORY     - 20211123 GOOD             NJGS
 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.
 AA5234
 AA5234                          STATION RECOVERY (2011)
 AA5234
 AA5234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 AA5234'RECOVERED AS DESCRIBED.
 AA5234'
 AA5234'THE STATION IS 65 FT (19.8 M) SOUTHEAST OF THE EAST CHAIN LINK GATE
 AA5234'POST FOR THE WESTERLY GATE IN FRONT OF A GRASS AREA THAT WAS FORMALLY
 AA5234'THE TRAIN RIDE, 58.2 FT (17.7 M) SOUTHWEST OF THE WESTERLY GATE POST
 AA5234'FOR THE EASTERLY GATE, 42.6 FT (13.0 M) NORMAL TO A NJGS WITNESS SIGN
 AA5234'ATTACHED TO THE CHAIN LINK FENCE BETWEEN THE TWO GATES.
 AA5234
 AA5234                          STATION RECOVERY (2015)
 AA5234
 AA5234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 AA5234'RECOVERED IN GOOD CONDITION.
 AA5234'
 AA5234'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST
 AA5234'OF POINT PLEASANT BEACH, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF ASBURY
 AA5234'PARK AND 2.8 MI (4.5 KM) EAST-SOUTHEAST OF FARMINGDALE.
 AA5234'
 AA5234'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE ALLAIRE
 AA5234'AIRPORT.
 AA5234
 AA5234                          STATION RECOVERY (2019)
 AA5234
 AA5234'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2019 (MK)
 AA5234'RECOVERED IN GOOD CONDITION.
 AA5234
 AA5234                          STATION RECOVERY (2021)
 AA5234
 AA5234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 AA5234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6566 ***********************************************************************
 DK6566  DESIGNATION -  13 M 6
 DK6566  PID         -  DK6566
 DK6566  STATE/COUNTY-  NJ/MONMOUTH
 DK6566  COUNTRY     -  US
 DK6566  USGS QUAD   -  ADELPHIA (2019)
 DK6566
 DK6566                         *CURRENT SURVEY CONTROL
 DK6566  ______________________________________________________________________
 DK6566* NAD 83(1986) POSITION- 40 14 57.56   (N) 074 15 33.59   (W)   HD_HELD1
 DK6566* NAVD 88 ORTHO HEIGHT -    42.133 (meters)      138.23  (feet) ADJUSTED
 DK6566  ______________________________________________________________________
 DK6566  GEOID HEIGHT    -        -32.365 (meters)                     GEOID18
 DK6566  DYNAMIC HEIGHT  -         42.115 (meters)      138.17  (feet) COMP
 DK6566  MODELED GRAVITY -    980,213.9   (mgal)                       NAVD 88
 DK6566
 DK6566  VERT ORDER      -  SECOND    CLASS II
 DK6566
 DK6566.The horizontal coordinates were determined by differentially corrected
 DK6566.hand held GPS observations or other comparable positioning techniques
 DK6566.and have an estimated accuracy of +/- 3 meters.
 DK6566
 DK6566.The orthometric height was determined by differential leveling and
 DK6566.adjusted by the NATIONAL GEODETIC SURVEY
 DK6566.in May 2011.
 DK6566
 DK6566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6566.GEOID18 height accuracy estimate available here.
 DK6566
 DK6566.Click photographs - Photos may exist for this station.
 DK6566
 DK6566.The dynamic height is computed by dividing the NAVD 88
 DK6566.geopotential number by the normal gravity value computed on the
 DK6566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6566.degrees latitude (g = 980.6199 gals.).
 DK6566
 DK6566.The modeled gravity was interpolated from observed gravity values.
 DK6566
 DK6566;                    North         East    Units  Estimated Accuracy
 DK6566;SPC NJ       -   157,223.4     170,474.7     MT  (+/- 3 meters HH1 GPS) 
 DK6566
 DK6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6299355693(NAD 83)
 DK6566
 DK6566                          SUPERSEDED SURVEY CONTROL
 DK6566
 DK6566.No superseded survey control is available for this station.
 DK6566
 DK6566_MARKER: DD = SURVEY DISK
 DK6566_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6566_SP_SET: STEP
 DK6566_STAMPING: 13 M 6 2006
 DK6566_MARK LOGO: NJGS
 DK6566_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6566+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2022
 DK6566
 DK6566  HISTORY     - Date     Condition        Report By
 DK6566  HISTORY     - 20061102 MONUMENTED       NJGS
 DK6566  HISTORY     - 20220817 GOOD             NJGS
 DK6566
 DK6566                          STATION DESCRIPTION
 DK6566
 DK6566'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6566'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, SET IN A DRILL HOLE IN
 DK6566'THE NORTHEAST CORNER OF THE CONCRETE STEP ON THE WEST SIDE OF THE
 DK6566'JERSEY CENTRAL POWER AND LIGHT JERSEYVILLE SUBSTATION.  THE FACILITY
 DK6566'IS SOUTH OF THE ROUTE 33 BUSINESS BRIDGE OVER THE RAILROAD TRACKS AND
 DK6566'SOUTHWEST OF THE TRACKS.
 DK6566'
 DK6566'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK
 DK6566'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO
 DK6566'ABOUT 0.7 MI (1.13 KM) EAST ON ROUTE 33 BUSINESS TO THE DIRT ACCESS
 DK6566'ROAD LEADING TO THE SUBSTATION ON THE RIGHT.  TAKE DIRT ROAD AND GO TO
 DK6566'SUBSTATION AND STATION AHEAD.
 DK6566'
 DK6566'THE STATION IS 4.5 FT (1.4 M) WEST OF THE NORTHWEST CORNER OF THE STEP
 DK6566'SLAB, 8.0 FT (2.4 M) SOUTHEAST OF POLE NUMBER JC4117FT, 47.0 FT (14.3
 DK6566'M) EAST OF THE NORTHWEST CORNER OF THE FENCE SURROUNDING THE FACILITY,
 DK6566'4.5 FT (1.4 M) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
 DK6566
 DK6566                          STATION RECOVERY (2022)
 DK6566
 DK6566'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7183 ***********************************************************************
 DM7183  DESIGNATION -  13 M 7
 DM7183  PID         -  DM7183
 DM7183  STATE/COUNTY-  NJ/MONMOUTH
 DM7183  COUNTRY     -  US
 DM7183  USGS QUAD   -  ASBURY PARK (2019)
 DM7183
 DM7183                         *CURRENT SURVEY CONTROL
 DM7183  ______________________________________________________________________
 DM7183* NAD 83(1986) POSITION- 40 12 16.     (N) 074 01 36.     (W)   SCALED
 DM7183* NAVD 88 ORTHO HEIGHT -     4.988 (meters)       16.36  (feet) ADJUSTED
 DM7183  ______________________________________________________________________
 DM7183  GEOID HEIGHT    -        -32.849 (meters)                     GEOID18
 DM7183  DYNAMIC HEIGHT  -          4.986 (meters)       16.36  (feet) COMP
 DM7183  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 DM7183
 DM7183  VERT ORDER      -  FIRST     CLASS II
 DM7183
 DM7183.The horizontal coordinates were scaled from a map and have
 DM7183.an estimated accuracy of +/- 6 seconds.
 DM7183
 DM7183.The orthometric height was determined by differential leveling and
 DM7183.adjusted by the NATIONAL GEODETIC SURVEY
 DM7183.in May 2011.
 DM7183
 DM7183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7183.GEOID18 height accuracy estimate available here.
 DM7183
 DM7183.Click photographs - Photos may exist for this station.
 DM7183
 DM7183.The dynamic height is computed by dividing the NAVD 88
 DM7183.geopotential number by the normal gravity value computed on the
 DM7183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7183.degrees latitude (g = 980.6199 gals.).
 DM7183
 DM7183.The modeled gravity was interpolated from observed gravity values.
 DM7183
 DM7183;                    North         East    Units  Estimated Accuracy
 DM7183;SPC NJ       -   152,320.      190,300.      MT  (+/- 180 meters Scaled)
 DM7183
 DM7183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK828509(NAD 83)
 DM7183
 DM7183                          SUPERSEDED SURVEY CONTROL
 DM7183
 DM7183.No superseded survey control is available for this station.
 DM7183
 DM7183_MARKER: DD = SURVEY DISK
 DM7183_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7183_SP_SET: ELECTRICAL BOX
 DM7183_STAMPING: 13 M 7 2008
 DM7183_MARK LOGO: NJGS
 DM7183_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7183+STABILITY: SURFACE MOTION
 DM7183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7183+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2018
 DM7183
 DM7183  HISTORY     - Date     Condition        Report By
 DM7183  HISTORY     - 20080509 MONUMENTED       NJGS
 DM7183  HISTORY     - 20180818 GOOD             USPSQD
 DM7183
 DM7183                          STATION DESCRIPTION
 DM7183
 DM7183'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7183'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF FARMINGDALE, 7.1
 DM7183'MI (11.4 KM) SOUTH-SOUTHWEST OF LONG BRANCH AND 1.3 MI (2.1 KM)
 DM7183'SOUTHWEST OF ASBURY PARK.
 DM7183'
 DM7183'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7183'NORTHWEST CORNER OF AN ELECTRICAL BOX MANHOLE ON THE NORTHEAST CORNER
 DM7183'OF NJ STATE ROUTE 35 AND SIXTH STREET (COUNTY ROAD 2).
 DM7183'
 DM7183'THE STATION IS 11.3 FT (3.4 M) EAST OF THE EAST CURB OF ROUTE 35, 6.0
 DM7183'FT (1.8 M) NORTH OF THE NORTH CURB OF SIXTH STREET, 8.5 FT (2.6 M)
 DM7183'NORTHWEST OF POLE NUMBER 40444, 31.2 FT (9.5 M) SOUTHEAST OF POLE
 DM7183'NUMBER BT1054, 34.7 FT (10.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DM7183'BRICK PORCH TO HOUSE NUMBER 1329.
 DM7183
 DM7183                          STATION RECOVERY (2018)
 DM7183
 DM7183'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7209 ***********************************************************************
 DM7209  DESIGNATION -  13 M 8
 DM7209  PID         -  DM7209
 DM7209  STATE/COUNTY-  NJ/MONMOUTH
 DM7209  COUNTRY     -  US
 DM7209  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7209
 DM7209                         *CURRENT SURVEY CONTROL
 DM7209  ______________________________________________________________________
 DM7209* NAD 83(1986) POSITION- 40 18 04.     (N) 074 05 16.     (W)   SCALED
 DM7209* NAVD 88 ORTHO HEIGHT -    14.057 (meters)       46.12  (feet) ADJUSTED
 DM7209  ______________________________________________________________________
 DM7209  GEOID HEIGHT    -        -32.538 (meters)                     GEOID18
 DM7209  DYNAMIC HEIGHT  -         14.051 (meters)       46.10  (feet) COMP
 DM7209  MODELED GRAVITY -    980,198.2   (mgal)                       NAVD 88
 DM7209
 DM7209  VERT ORDER      -  FIRST     CLASS II
 DM7209
 DM7209.The horizontal coordinates were scaled from a map and have
 DM7209.an estimated accuracy of +/- 6 seconds.
 DM7209
 DM7209.The orthometric height was determined by differential leveling and
 DM7209.adjusted by the NATIONAL GEODETIC SURVEY
 DM7209.in May 2011.
 DM7209
 DM7209.No vertical observational check was made to the station.
 DM7209
 DM7209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7209.GEOID18 height accuracy estimate available here.
 DM7209
 DM7209.Click photographs - Photos may exist for this station.
 DM7209
 DM7209.The dynamic height is computed by dividing the NAVD 88
 DM7209.geopotential number by the normal gravity value computed on the
 DM7209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7209.degrees latitude (g = 980.6199 gals.).
 DM7209
 DM7209.The modeled gravity was interpolated from observed gravity values.
 DM7209
 DM7209;                    North         East    Units  Estimated Accuracy
 DM7209;SPC NJ       -   163,030.      185,040.      MT  (+/- 180 meters Scaled)
 DM7209
 DM7209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK775615(NAD 83)
 DM7209
 DM7209                          SUPERSEDED SURVEY CONTROL
 DM7209
 DM7209.No superseded survey control is available for this station.
 DM7209
 DM7209_MARKER: DD = SURVEY DISK
 DM7209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7209_SP_SET: CULVERT HEADWALL
 DM7209_STAMPING: 13 M 8 2008
 DM7209_MARK LOGO: NJGS
 DM7209_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7209+STABILITY: SURFACE MOTION
 DM7209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7209+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM7209
 DM7209  HISTORY     - Date     Condition        Report By
 DM7209  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7209
 DM7209                          STATION DESCRIPTION
 DM7209
 DM7209'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7209'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS, SET IN A DRILL
 DM7209'HOLE BEHIND THE GUIDERAIL IN THE CENTER OF A CONCRETE HEADWALL FOR A
 DM7209'CONCRETE CULVERT FOR A STEAM UNDER TINTON ROAD (COUNTY ROAD 537).
 DM7209'
 DM7209'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET (NJ STATE ROUTE
 DM7209'35) AND TINTON AVENUE (COUNTY ROUTE 537), AT THE MAIN ENTRANCE (AVENUE
 DM7209'OF MEMORIES) TO FORT MONMOUTH, GO 1.45 MI (2.3 KM) WEST ON TINTON ROAD
 DM7209'TO THE STATION ON THE RIGHT.
 DM7209'
 DM7209'THE STATION IS ABOUT 250 FT (76.2 M) WEST OF THE CENTERLINE EXTENDED
 DM7209'OF BATAAN AVENUE, 248 FT (75.6 M) WEST OF THE CENTERLINE OF THE
 DM7209'DRIVEWAY TO HOUSE NUMBER 495, 170 FT (51.8 M) NORTHWEST OF POLE NUMBER
 DM7209'BT7-440SHB, 45.0 FT (13.7 M) NORTH-NORTHWEST OF POLE NUMBER BT439SHB,
 DM7209'15.0 FT (4.6 M) NORTH OF THE CENTERLINE OF TINTON ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP8006 ***********************************************************************
 DP8006  DESIGNATION -  13 M 9
 DP8006  PID         -  DP8006
 DP8006  STATE/COUNTY-  NJ/MONMOUTH
 DP8006  COUNTRY     -  US
 DP8006  USGS QUAD   -  ASBURY PARK (2019)
 DP8006
 DP8006                         *CURRENT SURVEY CONTROL
 DP8006  ______________________________________________________________________
 DP8006* NAD 83(1986) POSITION- 40 11 07.68   (N) 074 01 01.92   (W)   HD_HELD1
 DP8006* NAVD 88 ORTHO HEIGHT -     3.659 (meters)       12.00  (feet) ADJUSTED
 DP8006  ______________________________________________________________________
 DP8006  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 DP8006  DYNAMIC HEIGHT  -          3.658 (meters)       12.00  (feet) COMP
 DP8006  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 DP8006
 DP8006  VERT ORDER      -  FIRST     CLASS II
 DP8006
 DP8006.The horizontal coordinates were determined by differentially corrected
 DP8006.hand held GPS observations or other comparable positioning techniques
 DP8006.and have an estimated accuracy of +/- 3 meters.
 DP8006
 DP8006.The orthometric height was determined by differential leveling and
 DP8006.adjusted by the NATIONAL GEODETIC SURVEY
 DP8006.in September 2015.
 DP8006
 DP8006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8006.GEOID18 height accuracy estimate available here.
 DP8006
 DP8006.Click photographs - Photos may exist for this station.
 DP8006
 DP8006.The dynamic height is computed by dividing the NAVD 88
 DP8006.geopotential number by the normal gravity value computed on the
 DP8006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8006.degrees latitude (g = 980.6199 gals.).
 DP8006
 DP8006.The modeled gravity was interpolated from observed gravity values.
 DP8006
 DP8006;                    North         East    Units  Estimated Accuracy
 DP8006;SPC NJ       -   150,217.7     191,112.4     MT  (+/- 3 meters HH1 GPS) 
 DP8006
 DP8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8366448805(NAD 83)
 DP8006
 DP8006                          SUPERSEDED SURVEY CONTROL
 DP8006
 DP8006.No superseded survey control is available for this station.
 DP8006
 DP8006_MARKER: DD = SURVEY DISK
 DP8006_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP8006_SP_SET: CURB
 DP8006_STAMPING: 13 M 9 2013
 DP8006_MARK LOGO: NJGS
 DP8006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8006+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 DP8006
 DP8006  HISTORY     - Date     Condition        Report By
 DP8006  HISTORY     - 20130104 MONUMENTED       NJGS
 DP8006  HISTORY     - 20180821 GOOD             USPSQD
 DP8006
 DP8006                          STATION DESCRIPTION
 DP8006
 DP8006'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP8006'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR, ABOUT 7.6 MI (12.2
 DP8006'KM) NORTH-NORTHEAST OF POINT PLEASANT, 6.7 MI (10.8 KM)
 DP8006'NORTH-NORTHEAST OF POINT PLEASANT BEACH AND 2.4 MI (3.9 KM) SOUTH OF
 DP8006'ASBURY PARK.
 DP8006'
 DP8006'THE STATION IS SET IN A DRILL HOLE IN THE CURBLINE ON THE NORTH SIDE
 DP8006'OF INLET TERRACE, AT THE NORTHWEST CORNER OF THE T-JUNCTION WITH C
 DP8006'STREET, IN FRONT OF HOUSE NUMBER 10 INLET TERRACE.
 DP8006'
 DP8006'IT IS 46.6 FT (14.2 M) WEST OF A MONOLITH CONCRETE STREET NAME POST,
 DP8006'21.0 FT (6.4 M) NORTH OF THE CENTERLINE OF INLET TERRACE, 18.3 FT (5.6
 DP8006'M) WEST OF THE CENTERLINE EXTENDED OF C STREET, 11.5 FT (3.5 M) WEST
 DP8006'OF THE CENTERLINE OF THE CONCRETE SIDEWALK LEADING TO HOUSE NUMBER 10
 DP8006'AND 3.0 FT (0.9 M) EAST OF CENTER OF AN INLET CURB PIECE.
 DP8006
 DP8006                          STATION RECOVERY (2018)
 DP8006
 DP8006'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DP8006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6233 ***********************************************************************
 KV6233  DESIGNATION -  13 N 1
 KV6233  PID         -  KV6233
 KV6233  STATE/COUNTY-  NJ/MONMOUTH
 KV6233  COUNTRY     -  US
 KV6233  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6233
 KV6233                         *CURRENT SURVEY CONTROL
 KV6233  ______________________________________________________________________
 KV6233* NAD 83(2011) POSITION- 40 24 52.45745(N) 074 02 18.91086(W)   ADJUSTED
 KV6233* NAD 83(2011) ELLIP HT-   -30.541 (meters)        (06/27/12)   ADJUSTED
 KV6233* NAD 83(2011) EPOCH   -  2010.00
 KV6233* NAVD 88 ORTHO HEIGHT -     1.894 (meters)        6.21  (feet) ADJUSTED
 KV6233  ______________________________________________________________________
 KV6233  GEOID HEIGHT    -        -32.469 (meters)                     GEOID18
 KV6233  NAD 83(2011) X  -  1,337,267.003 (meters)                     COMP
 KV6233  NAD 83(2011) Y  - -4,675,485.845 (meters)                     COMP
 KV6233  NAD 83(2011) Z  -  4,113,122.081 (meters)                     COMP
 KV6233  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 KV6233  DYNAMIC HEIGHT  -          1.893 (meters)        6.21  (feet) COMP
 KV6233  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 KV6233
 KV6233  VERT ORDER      -  FIRST     CLASS II
 KV6233
 KV6233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6233  Standards:
 KV6233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6233  -------------------------------------------------------------------
 KV6233  NETWORK    0.36   0.55           0.16   0.13   0.28      0.07443496
 KV6233  -------------------------------------------------------------------
 KV6233  Click here for local accuracies and other accuracy information.
 KV6233
 KV6233.The horizontal coordinates were established by GPS observations
 KV6233.and adjusted by the National Geodetic Survey in June 2012.
 KV6233
 KV6233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6233.been affixed to the stable North American tectonic plate. See 
 KV6233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6233
 KV6233.The horizontal coordinates are valid at the epoch date displayed above
 KV6233.which is a decimal equivalence of Year/Month/Day.
 KV6233
 KV6233.The orthometric height was determined by differential leveling and
 KV6233.adjusted by the NATIONAL GEODETIC SURVEY
 KV6233.in July 2020.
 KV6233
 KV6233.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6233.GEOID18 height accuracy estimate available here.
 KV6233
 KV6233.Click photographs - Photos may exist for this station.
 KV6233
 KV6233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6233
 KV6233.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6233
 KV6233.The ellipsoidal height was determined by GPS observations
 KV6233.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6233
 KV6233;                    North         East     Units Scale Factor Converg.
 KV6233;SPC NJ       -   175,645.478   189,158.726   MT  0.99991887   +0 17 56.9
 KV6233;SPC NJ       -   576,263.54    620,598.25   sFT  0.99991887   +0 17 56.9
 KV6233;UTM  18      - 4,474,215.950   581,568.151   MT  0.99968190   +0 37 24.0
 KV6233
 KV6233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6233!SPC NJ       -   1.00000479  x   0.99991887  =   0.99992366
 KV6233!UTM  18      -   1.00000479  x   0.99968190  =   0.99968669
 KV6233
 KV6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8156874215(NAD 83)
 KV6233
 KV6233                          SUPERSEDED SURVEY CONTROL
 KV6233
 KV6233  NAD 83(2007)-  40 24 52.45785(N)    074 02 18.91120(W) AD(2002.00) 0
 KV6233  ELLIP H (02/10/07)  -30.521  (m)                       GP(2002.00)    
 KV6233  ELLIP H (10/23/02)  -30.495  (m)                       GP(       ) 4 1
 KV6233  NAD 83(1996)-  40 24 52.45781(N)    074 02 18.91158(W) AD(       ) 1
 KV6233  ELLIP H (05/14/99)  -30.517  (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)  -30.593  (m)                       GP(       ) 3 1
 KV6233  NAD 83(1986)-  40 24 52.45673(N)    074 02 18.91153(W) AD(       ) 2
 KV6233  NAVD 88               1.94   (m)            6.4    (f) LEVELING    3  
 KV6233  NAVD 88 (01/25/94)    1.937  (m)            6.36   (f) SUPERSEDED  2 1
 KV6233  NGVD 29 (01/10/92)    2.255  (m)            7.40   (f) ADJUSTED    2 1
 KV6233  NGVD 29               2.47   (m)            8.1    (f) LEVELING    3  
 KV6233
 KV6233.Superseded values are not recommended for survey control.
 KV6233
 KV6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6233.See file dsdata.pdf to determine how the superseded data were derived.
 KV6233
 KV6233_MARKER: DD = SURVEY DISK
 KV6233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6233_STAMPING: 13 N 1 1988
 KV6233_MARK LOGO: NJGS
 KV6233_PROJECTION: FLUSH
 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 - November 21, 2017
 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  HISTORY     - 20110816 POOR             USACE
 KV6233  HISTORY     - 20171121 GOOD             NJGS
 KV6233  HISTORY     - 20210109 GOOD             NJGS
 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.
 KV6233
 KV6233                          STATION RECOVERY (2011)
 KV6233
 KV6233'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2011 (BB)
 KV6233'THE MONUMENT HAS BEEN DISTURBED.  THE NEW ELEVATION IS 6.28'
 KV6233'(NAVD88)HOLDING 853 1662 B TIDAL.
 KV6233
 KV6233                          STATION RECOVERY (2017)
 KV6233
 KV6233'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KV6233'RECOVERED AS DESCRIBED.
 KV6233
 KV6233                          STATION RECOVERY (2021)
 KV6233
 KV6233'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV6233'RECOVERED AS DESCRIBED WITH CHANGES, TWO STORY STRUCTURE WAS BUILT ON
 KV6233'NORTHEAST CORNER OF CENTER AVENUE AND HENNESSEY BOULEVARD MONUMENT IS
 KV6233'6" NORTHWEST FROM SOUTHWEST CORNER OF CONCRETE PORCH WALL.  SATELLITE
 KV6233'OBSERVATION IS UNKNOWN, THE WEST SIDE OF STRUCTURE WOULD BLOCK
 KV6233'SATELLITES IN THE EAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5804 ***********************************************************************
 DP5804  DESIGNATION -  13 N 10
 DP5804  PID         -  DP5804
 DP5804  STATE/COUNTY-  NJ/MONMOUTH
 DP5804  COUNTRY     -  US
 DP5804  USGS QUAD   -  FREEHOLD (2019)
 DP5804
 DP5804                         *CURRENT SURVEY CONTROL
 DP5804  ______________________________________________________________________
 DP5804* NAD 83(1986) POSITION- 40 15 12.87   (N) 074 19 50.40   (W)   HD_HELD1
 DP5804* NAVD 88 ORTHO HEIGHT -    44.114 (meters)      144.73  (feet) ADJUSTED
 DP5804  ______________________________________________________________________
 DP5804  GEOID HEIGHT    -        -32.360 (meters)                     GEOID18
 DP5804  DYNAMIC HEIGHT  -         44.096 (meters)      144.67  (feet) COMP
 DP5804  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 DP5804
 DP5804  VERT ORDER      -  FIRST     CLASS II
 DP5804
 DP5804.The horizontal coordinates were determined by differentially corrected
 DP5804.hand held GPS observations or other comparable positioning techniques
 DP5804.and have an estimated accuracy of +/- 3 meters.
 DP5804
 DP5804.The orthometric height was determined by differential leveling and
 DP5804.adjusted by the NATIONAL GEODETIC SURVEY
 DP5804.in April 2015.
 DP5804
 DP5804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5804.GEOID18 height accuracy estimate available here.
 DP5804
 DP5804.Click photographs - Photos may exist for this station.
 DP5804
 DP5804.The dynamic height is computed by dividing the NAVD 88
 DP5804.geopotential number by the normal gravity value computed on the
 DP5804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5804.degrees latitude (g = 980.6199 gals.).
 DP5804
 DP5804.The modeled gravity was interpolated from observed gravity values.
 DP5804
 DP5804;                    North         East    Units  Estimated Accuracy
 DP5804;SPC NJ       -   157,681.6     164,405.0     MT  (+/- 3 meters HH1 GPS) 
 DP5804
 DP5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5692256117(NAD 83)
 DP5804
 DP5804                          SUPERSEDED SURVEY CONTROL
 DP5804
 DP5804.No superseded survey control is available for this station.
 DP5804
 DP5804_MARKER: DD = SURVEY DISK
 DP5804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5804_STAMPING: 13 N 10 30+00 58 R
 DP5804_MARK LOGO: NJGS
 DP5804_PROJECTION: RECESSED 5 CENTIMETERS
 DP5804_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5804+STABILITY: SURFACE MOTION
 DP5804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5804+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2023
 DP5804
 DP5804  HISTORY     - Date     Condition        Report By
 DP5804  HISTORY     - UNK      MONUMENTED       NJDT
 DP5804  HISTORY     - 20140429 GOOD             NJGS
 DP5804  HISTORY     - 20230714 GOOD             NJGS
 DP5804
 DP5804                          STATION DESCRIPTION
 DP5804
 DP5804'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5804'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF MARLBORO,
 DP5804'4.6 MI (7.4 KM) WEST-NORTHWEST OF ADELPHIA AND 3.0 MI (4.8 KM) WEST OF
 DP5804'FREEHOLD, IN MANALAPAN TOWNSHIP.
 DP5804'
 DP5804'THE STATION IS SET ON THE SOUTH SIDE OF NJ ROUTE 33, ABOUT 360 FT
 DP5804'(109.7 M) WEST OF THE CENTERLINE OF THE RAMP OVER NJ ROUTE 33, LEADING
 DP5804'TO NJ ROUTE 33 BUSINESS.
 DP5804'
 DP5804'THE STATION IS 449 FT (136.9 M) EAST OF MILE MARKER 24.4 FOR THE EAST
 DP5804'BOUND LANES, 2.1 FT (0.6 M) SOUTH OF THE SOUTH EDGE OF PAVING.
 DP5804
 DP5804                          STATION RECOVERY (2023)
 DP5804
 DP5804'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (FA)
 DP5804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9961 ***********************************************************************
 DP9961  DESIGNATION -  13 N 11
 DP9961  PID         -  DP9961
 DP9961  STATE/COUNTY-  NJ/MONMOUTH
 DP9961  COUNTRY     -  US
 DP9961  USGS QUAD   -  KEYPORT (2016)
 DP9961
 DP9961                         *CURRENT SURVEY CONTROL
 DP9961  ______________________________________________________________________
 DP9961* NAD 83(1986) POSITION- 40 24 22.13   (N) 074 13 58.60   (W)   HD_HELD1
 DP9961* NAVD 88 ORTHO HEIGHT -    11.926 (meters)       39.13  (feet) ADJUSTED
 DP9961  ______________________________________________________________________
 DP9961  GEOID HEIGHT    -        -32.373 (meters)                     GEOID18
 DP9961  DYNAMIC HEIGHT  -         11.921 (meters)       39.11  (feet) COMP
 DP9961  MODELED GRAVITY -    980,221.0   (mgal)                       NAVD 88
 DP9961
 DP9961  VERT ORDER      -  FIRST     CLASS II
 DP9961
 DP9961.The horizontal coordinates were determined by differentially corrected
 DP9961.hand held GPS observations or other comparable positioning techniques
 DP9961.and have an estimated accuracy of +/- 3 meters.
 DP9961
 DP9961.The orthometric height was determined by differential leveling and
 DP9961.adjusted by the NATIONAL GEODETIC SURVEY
 DP9961.in February 2016.
 DP9961
 DP9961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9961.GEOID18 height accuracy estimate available here.
 DP9961
 DP9961.Click photographs - Photos may exist for this station.
 DP9961
 DP9961.The dynamic height is computed by dividing the NAVD 88
 DP9961.geopotential number by the normal gravity value computed on the
 DP9961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9961.degrees latitude (g = 980.6199 gals.).
 DP9961
 DP9961.The modeled gravity was interpolated from observed gravity values.
 DP9961
 DP9961;                    North         East    Units  Estimated Accuracy
 DP9961;SPC NJ       -   174,642.1     172,667.0     MT  (+/- 3 meters HH1 GPS) 
 DP9961
 DP9961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6508673119(NAD 83)
 DP9961
 DP9961                          SUPERSEDED SURVEY CONTROL
 DP9961
 DP9961.No superseded survey control is available for this station.
 DP9961
 DP9961_MARKER: DD = SURVEY DISK
 DP9961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9961_SP_SET: BRIDGE WING WALL
 DP9961_STAMPING: 13 N 11 2015
 DP9961_MARK LOGO: NJGS
 DP9961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9961+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9961
 DP9961  HISTORY     - Date     Condition        Report By
 DP9961  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9961
 DP9961                          STATION DESCRIPTION
 DP9961
 DP9961'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9961'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF MARLBORO, 5.8
 DP9961'MI (9.3 KM) SOUTH-SOUTHEAST OF SOUTH AMBOY AND 2.5 MI (4.0 KM)
 DP9961'SOUTHWEST OF KEYPORT, IN ABERDEEN TOWNSHIP.
 DP9961'
 DP9961'TO REACH FROM THE INTERSECTION OF STATE ROUTE 34 AND MAIN STREET (NEW
 DP9961'JERSEY ROUTE 34) IN MATAWAN, GO ABOUT 0.2 MI (0.3 KM) SOUTH ON ROUTE
 DP9961'34 TO THE STATION ACROSS THE ROAD ON THE LEFT, STATION SET IN A DRILL
 DP9961'HOLE IN THE WEST END OF THE NORTH WING WALL AT THE EAST CORNER OF THE
 DP9961'NORTHERLY ABUTMENT OF THE ROUTE 34 BRIDGE (STRUCTURE NUMBER 1309-150,
 DP9961'MILEPOST 22.25) SPANNING GRAVELY BROOK.
 DP9961'
 DP9961'IT IS 7.1 FT (2.2 M) NORTHEAST OF THE NORTHEAST CURB OF ROUTE 34, 20
 DP9961'FT (6.1 M) SOUTHEAST OF THE CENTER OF THE BRIDGE, 11.6 FT (3.5 M)
 DP9961'SOUTHEAST OF A SIGN (NEIGHBORHOOD WATCH), 94.4 FT (28.8 M) SOUTHEAST
 DP9961'OF AN OPENING IN THE NORTHEAST GUARDRAIL OF ROUTE 34.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0820 ***********************************************************************
 DQ0820  DESIGNATION -  13 N 12
 DQ0820  PID         -  DQ0820
 DQ0820  STATE/COUNTY-  NJ/MONMOUTH
 DQ0820  COUNTRY     -  US
 DQ0820  USGS QUAD   -  FARMINGDALE (2016)
 DQ0820
 DQ0820                         *CURRENT SURVEY CONTROL
 DQ0820  ______________________________________________________________________
 DQ0820* NAD 83(1986) POSITION- 40 12 45.31   (N) 074 07 34.18   (W)   HD_HELD1
 DQ0820* NAVD 88 ORTHO HEIGHT -    21.860 (meters)       71.72  (feet) ADJUSTED
 DQ0820  ______________________________________________________________________
 DQ0820  GEOID HEIGHT    -        -32.639 (meters)                     GEOID18
 DQ0820  DYNAMIC HEIGHT  -         21.851 (meters)       71.69  (feet) COMP
 DQ0820  MODELED GRAVITY -    980,188.5   (mgal)                       NAVD 88
 DQ0820
 DQ0820  VERT ORDER      -  FIRST     CLASS II
 DQ0820
 DQ0820.The horizontal coordinates were determined by differentially corrected
 DQ0820.hand held GPS observations or other comparable positioning techniques
 DQ0820.and have an estimated accuracy of +/- 3 meters.
 DQ0820
 DQ0820.The orthometric height was determined by differential leveling and
 DQ0820.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0820.in February 2016.
 DQ0820
 DQ0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0820.GEOID18 height accuracy estimate available here.
 DQ0820
 DQ0820.Click photographs - Photos may exist for this station.
 DQ0820
 DQ0820.The dynamic height is computed by dividing the NAVD 88
 DQ0820.geopotential number by the normal gravity value computed on the
 DQ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0820.degrees latitude (g = 980.6199 gals.).
 DQ0820
 DQ0820.The modeled gravity was interpolated from observed gravity values.
 DQ0820
 DQ0820;                    North         East    Units  Estimated Accuracy
 DQ0820;SPC NJ       -   153,183.9     181,821.2     MT  (+/- 3 meters HH1 GPS) 
 DQ0820
 DQ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7435951718(NAD 83)
 DQ0820
 DQ0820                          SUPERSEDED SURVEY CONTROL
 DQ0820
 DQ0820.No superseded survey control is available for this station.
 DQ0820
 DQ0820_MARKER: DD = SURVEY DISK
 DQ0820_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ0820_SP_SET: JUNCTION BOX
 DQ0820_STAMPING: 13 N 12 2015
 DQ0820_MARK LOGO: NJGS
 DQ0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0820+STABILITY: SURFACE MOTION
 DQ0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0820+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0820
 DQ0820  HISTORY     - Date     Condition        Report By
 DQ0820  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0820
 DQ0820                          STATION DESCRIPTION
 DQ0820
 DQ0820'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0820'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF ADELPHIA, 6.0 MI
 DQ0820'(9.7 KM) WEST OF ASBURY PARK AND 2.5 MI (4.0 KM) EAST-NORTHEAST OF
 DQ0820'FARMINGDALE, IN WALL TOWNSHIP.
 DQ0820'
 DQ0820'TO REACH FROM THE CIRCLE INTERSECTION OF NEW JERSEY ROUTE 33 AND
 DQ0820'ASBURY AVENUE (COUNTY ROUTE 547), GO 0.5 MI (0.8 KM) SOUTH ON ROUTE 34
 DQ0820'TO THE STATION ON THE RIGHT, STATION IS SET IN A DRILL HOLE IN THE
 DQ0820'SOUTHWEST CORNER OF A ELECTRICAL JUNCTION BOX IN THE JUG HANDLE TURN
 DQ0820'FROM SOUTHBOUND ROUTE 34 ON THE SOUTHWEST CORNER OF THE JUNCTION OF
 DQ0820'ROUTE 34 AND WYCHOFF ROAD.
 DQ0820'
 DQ0820'THE STATION IS 21.4 FT (6.5 M) SOUTH-SOUTHWEST OF POLE NUMBER JC892,
 DQ0820'10.5 FT (3.2 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF AN ALUMINUM
 DQ0820'ELECTRICAL BOX (NUMBER 1307108), 8.3 FT (2.5 M) NORTHWEST OF THE CURB,
 DQ0820'57.8 FT (17.6 M) NORTHEAST OF A TRAFFIC SIGNAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5279 ***********************************************************************
 DR5279  DESIGNATION -  13 N 13
 DR5279  PID         -  DR5279
 DR5279  STATE/COUNTY-  NJ/MONMOUTH
 DR5279  COUNTRY     -  US
 DR5279  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5279
 DR5279                         *CURRENT SURVEY CONTROL
 DR5279  ______________________________________________________________________
 DR5279* NAD 83(1986) POSITION- 40 24 56.82   (N) 074 03 54.57   (W)   HD_HELD1
 DR5279* NAVD 88 ORTHO HEIGHT -     8.444 (meters)       27.70  (feet) ADJUSTED
 DR5279  ______________________________________________________________________
 DR5279  GEOID HEIGHT    -        -32.424 (meters)                     GEOID18
 DR5279  DYNAMIC HEIGHT  -          8.440 (meters)       27.69  (feet) COMP
 DR5279  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 DR5279
 DR5279  VERT ORDER      -  FIRST     CLASS II
 DR5279
 DR5279.The horizontal coordinates were determined by differentially corrected
 DR5279.hand held GPS observations or other comparable positioning techniques
 DR5279.and have an estimated accuracy of +/- 3 meters.
 DR5279
 DR5279.The orthometric height was determined by differential leveling and
 DR5279.adjusted by the NATIONAL GEODETIC SURVEY
 DR5279.in July 2020.
 DR5279
 DR5279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5279.GEOID18 height accuracy estimate available here.
 DR5279
 DR5279.Click photographs - Photos may exist for this station.
 DR5279
 DR5279.The dynamic height is computed by dividing the NAVD 88
 DR5279.geopotential number by the normal gravity value computed on the
 DR5279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5279.degrees latitude (g = 980.6199 gals.).
 DR5279
 DR5279.The modeled gravity was interpolated from observed gravity values.
 DR5279
 DR5279;                    North         East    Units  Estimated Accuracy
 DR5279;SPC NJ       -   175,768.6     186,903.0     MT  (+/- 3 meters HH1 GPS) 
 DR5279
 DR5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7931274326(NAD 83)
 DR5279
 DR5279                          SUPERSEDED SURVEY CONTROL
 DR5279
 DR5279.No superseded survey control is available for this station.
 DR5279
 DR5279_MARKER: DD = SURVEY DISK
 DR5279_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5279_SP_SET: JUNCTION BOX
 DR5279_STAMPING: 13 N 13 2018
 DR5279_MARK LOGO: NJGS
 DR5279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5279+STABILITY: SURFACE MOTION
 DR5279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5279+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2018
 DR5279
 DR5279  HISTORY     - Date     Condition        Report By
 DR5279  HISTORY     - 20180828 MONUMENTED       NJGS
 DR5279
 DR5279                          STATION DESCRIPTION
 DR5279
 DR5279'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5279'THE STATION IS ABOUT 11.8 MI (19.0 KM) NORTHEAST OF MARLBORO, 8.6 MI
 DR5279'(13.8 KM) NORTH-NORTHWEST OF LONG BRANCH AND 7.2 MI (11.6 KM) EAST OF
 DR5279'KEYPORT, IN MIDDLETOWN TOWNSHIP, NEAR THE LEONARDO.
 DR5279'
 DR5279'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE ROUTE 36 BRIDGE
 DR5279'OVER SHREWSBURY RIVER, NEAR SANDY HOOK, GO 4.8 MI (7.7 KM) WEST ON NEW
 DR5279'JERSEY STATE ROUTE 36 NORTHBOUND TO THE INTERSECTION OF APPLETON
 DR5279'AVENUE AND THE STATION ON THE RIGHT.
 DR5279'
 DR5279'THE STATION IS ALSO ABOUT 0.3 MI (0.5 KM) EAST OF THE NORMANDY ROAD
 DR5279'BRIDGE OVER NEW JERSEY STATE HIGHWAY 36.
 DR5279'
 DR5279'THE STATION IS SET IN A DRILL HOLE IN A DOT ELECTRICAL JUNCTION BOX ON
 DR5279'THE NORTHWEST CORNER OF THE JUNCTION OF NEW JERSEY STATE HIGHWAY 36
 DR5279'AND APPLETON AVENUE, 6 FT (1.8 M) NORTH OF POLE NUMBER BT7725MDT, 35
 DR5279'FT (10.7 M) NORTHWEST OF THE CENTERLINE OF APPLETON AVENUE, 12 FT (3.7
 DR5279'M) SOUTHWEST OF THE CENTERLINE OF THE HENRY HUDSON BIKE TRAIL, 16 FT
 DR5279'(4.9 M) EAST-NORTHEAST OF THE TRAFFIC SIGNAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5331 ***********************************************************************
 DR5331  DESIGNATION -  13 N 14
 DR5331  PID         -  DR5331
 DR5331  STATE/COUNTY-  NJ/MONMOUTH
 DR5331  COUNTRY     -  US
 DR5331  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5331
 DR5331                         *CURRENT SURVEY CONTROL
 DR5331  ______________________________________________________________________
 DR5331* NAD 83(1986) POSITION- 40 22 16.08   (N) 074 00 25.63   (W)   HD_HELD1
 DR5331* NAVD 88 ORTHO HEIGHT -    10.854 (meters)       35.61  (feet) ADJUSTED
 DR5331  ______________________________________________________________________
 DR5331  GEOID HEIGHT    -        -32.592 (meters)                     GEOID18
 DR5331  DYNAMIC HEIGHT  -         10.849 (meters)       35.59  (feet) COMP
 DR5331  MODELED GRAVITY -    980,188.3   (mgal)                       NAVD 88
 DR5331
 DR5331  VERT ORDER      -  FIRST     CLASS II
 DR5331
 DR5331.The horizontal coordinates were determined by differentially corrected
 DR5331.hand held GPS observations or other comparable positioning techniques
 DR5331.and have an estimated accuracy of +/- 3 meters.
 DR5331
 DR5331.The orthometric height was determined by differential leveling and
 DR5331.adjusted by the NATIONAL GEODETIC SURVEY
 DR5331.in July 2020.
 DR5331
 DR5331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5331.GEOID18 height accuracy estimate available here.
 DR5331
 DR5331.Click photographs - Photos may exist for this station.
 DR5331
 DR5331.The dynamic height is computed by dividing the NAVD 88
 DR5331.geopotential number by the normal gravity value computed on the
 DR5331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5331.degrees latitude (g = 980.6199 gals.).
 DR5331
 DR5331.The modeled gravity was interpolated from observed gravity values.
 DR5331
 DR5331;                    North         East    Units  Estimated Accuracy
 DR5331;SPC NJ       -   170,836.9     191,856.1     MT  (+/- 3 meters HH1 GPS) 
 DR5331
 DR5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8429269423(NAD 83)
 DR5331
 DR5331                          SUPERSEDED SURVEY CONTROL
 DR5331
 DR5331.No superseded survey control is available for this station.
 DR5331
 DR5331_MARKER: DD = SURVEY DISK
 DR5331_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5331_SP_SET: CURB
 DR5331_STAMPING: 13 N 14 2018
 DR5331_MARK LOGO: NJGS
 DR5331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5331+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 DR5331
 DR5331  HISTORY     - Date     Condition        Report By
 DR5331  HISTORY     - 20181105 MONUMENTED       NJGS
 DR5331
 DR5331                          STATION DESCRIPTION
 DR5331
 DR5331'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5331'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5331'10.4 MI (16.7 KM) NORTH OF ASBURY PARK AND 4.7 MI (7.6 KM) NORTH OF
 DR5331'LONG BRANCH, IN BOROUGH RUMSON.
 DR5331'
 DR5331'TO REACH FROM THE SOUTH END OF THE OCEANIC BRIDGE OVER THE NAVESINK
 DR5331'RIVER, GO SOUTH ON BINGHAM AVENUE (COUNTY ROAD 8A) FOR 0.54 MI (0.87
 DR5331'KM).  TURN RIGHT ON NARUMSUNK STREET, GO 235 FT (71.6 M) AND   THE
 DR5331'STATION IS ON THE NORTHWEST CORNER OF WASHINGTON STREET AND NARUMSUNK
 DR5331'STREET.  TO REACH FROM THE INTERSECTION OF BINGHAM AVENUE (COUNTY ROAD
 DR5331'8A) AND RUMSON ROAD (COUNTY ROAD 520), GO NORTH ON BINGHAM AVENUE
 DR5331'(COUNTY ROAD 8A) FOR 0.82 MI (1.32 KM).  TURN LEFT ON NARUMSUNK
 DR5331'STREET, GO 235 FT (71.6 M) TO THE STATION ON THE RIGHT.
 DR5331'
 DR5331'THE STATION IS IN A DRILL HOLE IN THE CURB ON THE NORTHEAST CORNER OF
 DR5331'THE JUNCTION OF WASHINGTON STREET AND NARUMSUNK STREET, 13 FT (4.0 M)
 DR5331'NORTHEAST OF THE CENTERLINE OF WASHINGTON STREET, 26 FT NORTHWEST OF A
 DR5331'FIRE HYDRANT, 58 FT (17.7 M) SOUTH-SOUTHEAST OF A POLE WITH NO NUMBER,
 DR5331'56.5 FT (17.2 M) NORTH OF POLE NUMBER 40044RN, 38 FT (11.6 M)
 DR5331'NORTH-NORTHWEST OF THE CENTERLINE OF NARUMSUNK STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5305 ***********************************************************************
 DR5305  DESIGNATION -  13 N 15
 DR5305  PID         -  DR5305
 DR5305  STATE/COUNTY-  NJ/MONMOUTH
 DR5305  COUNTRY     -  US
 DR5305  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5305
 DR5305                         *CURRENT SURVEY CONTROL
 DR5305  ______________________________________________________________________
 DR5305* NAD 83(1986) POSITION- 40 20 48.95   (N) 074 03 53.50   (W)   HD_HELD1
 DR5305* NAVD 88 ORTHO HEIGHT -    12.440 (meters)       40.81  (feet) ADJUSTED
 DR5305  ______________________________________________________________________
 DR5305  GEOID HEIGHT    -        -32.516 (meters)                     GEOID18
 DR5305  DYNAMIC HEIGHT  -         12.435 (meters)       40.80  (feet) COMP
 DR5305  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 DR5305
 DR5305  VERT ORDER      -  FIRST     CLASS II
 DR5305
 DR5305.The horizontal coordinates were determined by differentially corrected
 DR5305.hand held GPS observations or other comparable positioning techniques
 DR5305.and have an estimated accuracy of +/- 3 meters.
 DR5305
 DR5305.The orthometric height was determined by differential leveling and
 DR5305.adjusted by the NATIONAL GEODETIC SURVEY
 DR5305.in July 2020.
 DR5305
 DR5305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5305.GEOID18 height accuracy estimate available here.
 DR5305
 DR5305.Click photographs - Photos may exist for this station.
 DR5305
 DR5305.The dynamic height is computed by dividing the NAVD 88
 DR5305.geopotential number by the normal gravity value computed on the
 DR5305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5305.degrees latitude (g = 980.6199 gals.).
 DR5305
 DR5305.The modeled gravity was interpolated from observed gravity values.
 DR5305
 DR5305;                    North         East    Units  Estimated Accuracy
 DR5305;SPC NJ       -   168,123.9     186,965.8     MT  (+/- 3 meters HH1 GPS) 
 DR5305
 DR5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7941866683(NAD 83)
 DR5305
 DR5305                          SUPERSEDED SURVEY CONTROL
 DR5305
 DR5305.No superseded survey control is available for this station.
 DR5305
 DR5305_MARKER: DD = SURVEY DISK
 DR5305_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5305+WITH SETTING: PAVEMENT
 DR5305_SP_SET: TRAFFIC SIGNAL BASE
 DR5305_STAMPING: 13 N 15 2018
 DR5305_MARK LOGO: NJGS
 DR5305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5305+STABILITY: SURFACE MOTION
 DR5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5305+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5305
 DR5305  HISTORY     - Date     Condition        Report By
 DR5305  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5305
 DR5305                          STATION DESCRIPTION
 DR5305
 DR5305'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5305'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHEAST OF KEYPORT, 9.2
 DR5305'MI (14.8 KM) NORTH-NORTHWEST OF ASBURY PARK AND 4.8 MI (7.7 KM)
 DR5305'NORTHWEST OF LONG BRANCH, IN RED BANK.
 DR5305'
 DR5305'THE STATION IS IS SET IN A DRILL HOLE IN THE TRAFFIC SIGNAL BASE ON
 DR5305'THE SOUTHEAST CORNER OF THE JUNCTION OF BROAD STREET (COUNTY ROUTE 11)
 DR5305'AND HARDING ROAD (COUNTY ROUTE 34).
 DR5305'
 DR5305'THE STATION IS 35.5 FT (10.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DR5305'HARDING ROAD (COUNTY ROUTE 34), 23.7 FT (7.2 M) EAST-NORTHEAST OF THE
 DR5305'CENTERLINE OF BROAD STREET (COUNTY ROUTE 11), 13.6 FT (4.1 M) WEST OF
 DR5305'THE NORTHWEST CORNER OF BUILDING NUMBER 157, 10.3 FT (3.1 M)
 DR5305'NORTH-NORTHEAST OF THE CENTER OF AN INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5380 ***********************************************************************
 DR5380  DESIGNATION -  13 N 16
 DR5380  PID         -  DR5380
 DR5380  STATE/COUNTY-  NJ/MONMOUTH
 DR5380  COUNTRY     -  US
 DR5380  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5380
 DR5380                         *CURRENT SURVEY CONTROL
 DR5380  ______________________________________________________________________
 DR5380* NAD 83(1986) POSITION- 40 20 11.09   (N) 074 05 15.85   (W)   HD_HELD1
 DR5380* NAVD 88 ORTHO HEIGHT -     3.953 (meters)       12.97  (feet) ADJUSTED
 DR5380  ______________________________________________________________________
 DR5380  GEOID HEIGHT    -        -32.486 (meters)                     GEOID18
 DR5380  DYNAMIC HEIGHT  -          3.951 (meters)       12.96  (feet) COMP
 DR5380  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 DR5380
 DR5380  VERT ORDER      -  FIRST     CLASS II
 DR5380
 DR5380.The horizontal coordinates were determined by differentially corrected
 DR5380.hand held GPS observations or other comparable positioning techniques
 DR5380.and have an estimated accuracy of +/- 3 meters.
 DR5380
 DR5380.The orthometric height was determined by differential leveling and
 DR5380.adjusted by the NATIONAL GEODETIC SURVEY
 DR5380.in July 2020.
 DR5380
 DR5380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5380.GEOID18 height accuracy estimate available here.
 DR5380
 DR5380.Click photographs - Photos may exist for this station.
 DR5380
 DR5380.The dynamic height is computed by dividing the NAVD 88
 DR5380.geopotential number by the normal gravity value computed on the
 DR5380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5380.degrees latitude (g = 980.6199 gals.).
 DR5380
 DR5380.The modeled gravity was interpolated from observed gravity values.
 DR5380
 DR5380;                    North         East    Units  Estimated Accuracy
 DR5380;SPC NJ       -   166,946.9     185,028.0     MT  (+/- 3 meters HH1 GPS) 
 DR5380
 DR5380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7748765496(NAD 83)
 DR5380
 DR5380                          SUPERSEDED SURVEY CONTROL
 DR5380
 DR5380.No superseded survey control is available for this station.
 DR5380
 DR5380_MARKER: DD = SURVEY DISK
 DR5380_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5380_SP_SET: BRIDGE ABUTMENT
 DR5380_STAMPING: 13 N 16 2019
 DR5380_MARK LOGO: NJGS
 DR5380_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5380+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2019
 DR5380
 DR5380  HISTORY     - Date     Condition        Report By
 DR5380  HISTORY     - 20190528 MONUMENTED       NJGS
 DR5380
 DR5380                          STATION DESCRIPTION
 DR5380
 DR5380'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 DR5380'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTHEAST OF KEYPORT, 8.5
 DR5380'MI (13.7 KM) EAST OF MARLBORO AND 5.5 MI (8.8 KM) WEST-NORTHWEST OF
 DR5380'LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5380'
 DR5380'TO REACH FROM THE INTERSECTION OF NEWMAN SPRINGS ROAD (COUNTY ROUTE
 DR5380'520) AND (NEW JERSEY STATE ROUTE 35, GO 1.25 MI (2.01 KM) WEST ON
 DR5380'NEWMAN SPRINGS ROAD TO THE STATION ON THE RIGHT.
 DR5380'
 DR5380'THE STATION IS SET IN A DRILL HOLE IN THE EXPOSED NORTHWEST CORNER OF
 DR5380'THE WEST BRIDGE ABUTMENT, IN THE SIDEWALK AREA, FOR NEWMAN SPRINGS
 DR5380'ROAD WESTBOUND LANES BRIDGE (S-16) SPANNING THE SWIMMING RIVER, 4 FT
 DR5380'(1.2 M) NORTH OF THE CURB, 77.7 FT (23.7 M) EAST OF POLE NUMBER
 DR5380'JC403-BMDT, 21 FT (6.4 M) EAST OF THE SOUTHWEST CORNER OF THE
 DR5380'BALUSTRADE WALL, 1.5 FT (0.5 M) SOUTH OF THE BRIDGE RAILING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6321 ***********************************************************************
 KV6321  DESIGNATION -  13 N 2
 KV6321  PID         -  KV6321
 KV6321  STATE/COUNTY-  NJ/MONMOUTH
 KV6321  COUNTRY     -  US
 KV6321  USGS QUAD   -  ROOSEVELT (2019)
 KV6321
 KV6321                         *CURRENT SURVEY CONTROL
 KV6321  ______________________________________________________________________
 KV6321* NAD 83(2011) POSITION- 40 10 27.75371(N) 074 28 28.92462(W)   ADJUSTED
 KV6321* NAD 83(2011) ELLIP HT-    23.843 (meters)        (06/27/12)   ADJUSTED
 KV6321* NAD 83(2011) EPOCH   -  2010.00
 KV6321* NAVD 88 ORTHO HEIGHT -    56.282 (meters)      184.65  (feet) ADJUSTED
 KV6321  ______________________________________________________________________
 KV6321  GEOID HEIGHT    -        -32.435 (meters)                     GEOID18
 KV6321  NAD 83(2011) X  -  1,306,268.467 (meters)                     COMP
 KV6321  NAD 83(2011) Y  - -4,702,188.493 (meters)                     COMP
 KV6321  NAD 83(2011) Z  -  4,092,814.198 (meters)                     COMP
 KV6321  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 KV6321  DYNAMIC HEIGHT  -         56.259 (meters)      184.58  (feet) COMP
 KV6321  MODELED GRAVITY -    980,210.6   (mgal)                       NAVD 88
 KV6321
 KV6321  VERT ORDER      -  FIRST     CLASS II
 KV6321
 KV6321  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6321  Standards:
 KV6321         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6321            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6321  -------------------------------------------------------------------
 KV6321  NETWORK    0.33   0.61           0.15   0.12   0.31     -0.00723754
 KV6321  -------------------------------------------------------------------
 KV6321  Click here for local accuracies and other accuracy information.
 KV6321
 KV6321.The horizontal coordinates were established by GPS observations
 KV6321.and adjusted by the National Geodetic Survey in June 2012.
 KV6321
 KV6321.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6321.been affixed to the stable North American tectonic plate. See 
 KV6321.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6321
 KV6321.The horizontal coordinates are valid at the epoch date displayed above
 KV6321.which is a decimal equivalence of Year/Month/Day.
 KV6321
 KV6321.The orthometric height was determined by differential leveling and
 KV6321.adjusted by the NATIONAL GEODETIC SURVEY
 KV6321.in June 1991.
 KV6321
 KV6321.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6321.GEOID18 height accuracy estimate available here.
 KV6321
 KV6321.Click photographs - Photos may exist for this station.
 KV6321
 KV6321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6321
 KV6321.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6321
 KV6321.The ellipsoidal height was determined by GPS observations
 KV6321.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6321
 KV6321;                    North         East     Units Scale Factor Converg.
 KV6321;SPC NJ       -   148,874.850   152,154.634   MT  0.99990006   +0 00 58.8
 KV6321;SPC NJ       -   488,433.57    499,194.00   sFT  0.99990006   +0 00 58.8
 KV6321;UTM  18      - 4,447,243.811   544,725.181   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4472547243(NAD 83)
 KV6321
 KV6321                          SUPERSEDED SURVEY CONTROL
 KV6321
 KV6321  NAD 83(2007)-  40 10 27.75417(N)    074 28 28.92526(W) AD(2002.00) 0
 KV6321  ELLIP H (02/10/07)   23.849  (m)                       GP(2002.00)    
 KV6321  ELLIP H (10/23/02)   23.871  (m)                       GP(       ) 4 1
 KV6321  NAD 83(1996)-  40 10 27.75395(N)    074 28 28.92513(W) AD(       ) 1
 KV6321  ELLIP H (05/14/99)   23.849  (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)   23.813  (m)                       GP(       ) 2 1
 KV6321  NAVD 88              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
 KV6321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6321.See file dsdata.pdf to determine how the superseded data were derived.
 KV6321
 KV6321_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6321_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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  HISTORY     - 20210311 GOOD             NJGS
 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                          STATION RECOVERY (2002)
 KV6321
 KV6321'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV6321'RECOVERED IN GOOD CONDITION.
 KV6321
 KV6321                          STATION RECOVERY (2021)
 KV6321
 KV6321'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV6321'NOT ENOUGH ROOM TO SAFELY SET UP TRIPOD ON MARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5249 ***********************************************************************
 DF5249  DESIGNATION -  13 N 3
 DF5249  PID         -  DF5249
 DF5249  STATE/COUNTY-  NJ/MONMOUTH
 DF5249  COUNTRY     -  US
 DF5249  USGS QUAD   -  ALLENTOWN (2016)
 DF5249
 DF5249                         *CURRENT SURVEY CONTROL
 DF5249  ______________________________________________________________________
 DF5249* NAD 83(2011) POSITION- 40 11 46.26553(N) 074 30 47.77522(W)   ADJUSTED
 DF5249* NAD 83(2011) ELLIP HT-     6.817 (meters)        (06/27/12)   ADJUSTED
 DF5249* NAD 83(2011) EPOCH   -  2010.00
 DF5249* NAVD 88 ORTHO HEIGHT -    39.3   (meters)      129.    (feet) GPS OBS
 DF5249  ______________________________________________________________________
 DF5249  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5249  GEOID HEIGHT    -        -32.495 (meters)                     GEOID99
 DF5249  GEOID HEIGHT    -        -32.523 (meters)                     GEOID18
 DF5249  NAD 83(2011) X  -  1,302,682.109 (meters)                     COMP
 DF5249  NAD 83(2011) Y  - -4,701,548.384 (meters)                     COMP
 DF5249  NAD 83(2011) Z  -  4,094,653.237 (meters)                     COMP
 DF5249  LAPLACE CORR    -          3.90  (seconds)                    DEFLEC18
 DF5249
 DF5249  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5249  Standards:
 DF5249         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5249            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5249  -------------------------------------------------------------------
 DF5249  NETWORK    0.53   0.82           0.24   0.18   0.42      0.10831305
 DF5249  -------------------------------------------------------------------
 DF5249  Click here for local accuracies and other accuracy information.
 DF5249
 DF5249.The horizontal coordinates were established by GPS observations
 DF5249.and adjusted by the National Geodetic Survey in June 2012.
 DF5249
 DF5249.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5249.been affixed to the stable North American tectonic plate. See 
 DF5249.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5249
 DF5249.The horizontal coordinates are valid at the epoch date displayed above
 DF5249.which is a decimal equivalence of Year/Month/Day.
 DF5249
 DF5249.The orthometric height was determined by GPS observations and a
 DF5249.high-resolution geoid model.
 DF5249
 DF5249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5249.GEOID18 height accuracy estimate available here.
 DF5249
 DF5249.Click photographs - Photos may exist for this station.
 DF5249
 DF5249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5249
 DF5249.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5249
 DF5249.The ellipsoidal height was determined by GPS observations
 DF5249.and is referenced to NAD 83.
 DF5249
 DF5249. The following values were computed from the NAD 83(2011) position.
 DF5249
 DF5249;                    North         East     Units Scale Factor Converg.
 DF5249;SPC NJ       -   151,295.999   148,870.110   MT  0.99990002   -0 00 30.8
 DF5249;SPC NJ       -   496,376.96    488,418.02   sFT  0.99990002   -0 00 30.8
 DF5249;UTM  18      - 4,449,645.761   541,427.990   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4142749645(NAD 83)
 DF5249
 DF5249                          SUPERSEDED SURVEY CONTROL
 DF5249
 DF5249  NAD 83(2007)-  40 11 46.26608(N)    074 30 47.77585(W) AD(2002.00) 0
 DF5249  ELLIP H (02/10/07)    6.822  (m)                       GP(2002.00)    
 DF5249  NAD 83(1996)-  40 11 46.26608(N)    074 30 47.77583(W) AD(       ) 1
 DF5249  ELLIP H (04/17/03)    6.847  (m)                       GP(       ) 3 1
 DF5249
 DF5249.Superseded values are not recommended for survey control.
 DF5249
 DF5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5249.See file dsdata.pdf to determine how the superseded data were derived.
 DF5249
 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 - August 12, 2019
 DF5249
 DF5249  HISTORY     - Date     Condition        Report By
 DF5249  HISTORY     - 1991     MONUMENTED       NJGS
 DF5249  HISTORY     - 20020202 GOOD             NJGS
 DF5249  HISTORY     - 20190812 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 CROSSROADS INTERSECTION WITH COUNTY ROAD 43, IMLAYSTOWN
 DF5249'HIGHTSTOWN ROAD, TO THE NORTH AND SOUTH, HERBERT ROAD TO THE WEST, AND
 DF5249'EAST BRANCH ROAD TO THE EAST.
 DF5249'
 DF5249'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 EXIT
 DF5249'8, AND COUNTY ROAD 539, OLD YORK ROAD, NORTHEAST OF ALLENTOWN, GO 2.15
 DF5249'MI NORTHEAST ON COUNTY ROAD 539 TO THE JUNCTION WITH HERBERT ROAD ON
 DF5249'THE RIGHT.  TURN RIGHT AND GO 2.15 MI SOUTHEAST ON HERBERT ROAD TO THE
 DF5249'INTERSECTION WITH COUNTY ROAD 43  AND THE STATION AHEAD IN THE FRONT
 DF5249'YARD OF HOUSE NUMBER 87 EAST BRANCH ROAD, ON THE EXTENDED CENTERLINE
 DF5249'OF 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 CENTERLINE OF COUNTY ROAD 43, 10.7 M NORTHEAST
 DF5249'FROM A STOP SIGN, 22.2 M EAST FROM WOOD UTILITY POLE NUMBER JC1017 UF,
 DF5249'18.8 M SOUTH SOUTHEAST FROM WOOD UTILITY POLE NUMBER 71, 28.3 M WEST
 DF5249'SOUTHWEST FROM WOOD UTILITY POLE NUMBER BT 215 1, AND 42.1 M SOUTHWEST
 DF5249'FROM THE SOUTHWEST CORNER OF A 2 STORY FRAME HOUSE LOCATED AT THE
 DF5249'NORTHEAST CORNER OF THE INTERSECTION.  IT IS SET 0.1 M BELOW THE
 DF5249'SURFACE OF THE GROUND.
 DF5249
 DF5249                          STATION RECOVERY (2019)
 DF5249
 DF5249'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DF5249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5262 ***********************************************************************
 DF5262  DESIGNATION -  13 N 4
 DF5262  PID         -  DF5262
 DF5262  STATE/COUNTY-  NJ/MONMOUTH
 DF5262  COUNTRY     -  US
 DF5262  USGS QUAD   -  ROOSEVELT (2019)
 DF5262
 DF5262                         *CURRENT SURVEY CONTROL
 DF5262  ______________________________________________________________________
 DF5262* NAD 83(2011) POSITION- 40 13 10.08964(N) 074 28 35.12012(W)   ADJUSTED
 DF5262* NAD 83(2011) ELLIP HT-    11.635 (meters)        (06/27/12)   ADJUSTED
 DF5262* NAD 83(2011) EPOCH   -  2010.00
 DF5262* NAVD 88 ORTHO HEIGHT -    44.1   (meters)      145.    (feet) GPS OBS
 DF5262  ______________________________________________________________________
 DF5262  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5262  GEOID HEIGHT    -        -32.475 (meters)                     GEOID99
 DF5262  GEOID HEIGHT    -        -32.497 (meters)                     GEOID18
 DF5262  NAD 83(2011) X  -  1,305,259.825 (meters)                     COMP
 DF5262  NAD 83(2011) Y  - -4,699,104.963 (meters)                     COMP
 DF5262  NAD 83(2011) Z  -  4,096,630.899 (meters)                     COMP
 DF5262  LAPLACE CORR    -          4.04  (seconds)                    DEFLEC18
 DF5262
 DF5262  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5262  Standards:
 DF5262         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5262            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5262  -------------------------------------------------------------------
 DF5262  NETWORK    0.87   1.51           0.39   0.31   0.77      0.21581924
 DF5262  -------------------------------------------------------------------
 DF5262  Click here for local accuracies and other accuracy information.
 DF5262
 DF5262.The horizontal coordinates were established by GPS observations
 DF5262.and adjusted by the National Geodetic Survey in June 2012.
 DF5262
 DF5262.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5262.been affixed to the stable North American tectonic plate. See 
 DF5262.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5262
 DF5262.The horizontal coordinates are valid at the epoch date displayed above
 DF5262.which is a decimal equivalence of Year/Month/Day.
 DF5262
 DF5262.The orthometric height was determined by GPS observations and a
 DF5262.high-resolution geoid model.
 DF5262
 DF5262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5262.GEOID18 height accuracy estimate available here.
 DF5262
 DF5262.Click photographs - Photos may exist for this station.
 DF5262
 DF5262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5262
 DF5262.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5262
 DF5262.The ellipsoidal height was determined by GPS observations
 DF5262.and is referenced to NAD 83.
 DF5262
 DF5262. The following values were computed from the NAD 83(2011) position.
 DF5262
 DF5262;                    North         East     Units Scale Factor Converg.
 DF5262;SPC NJ       -   153,881.399   152,006.733   MT  0.99990005   +0 00 54.8
 DF5262;SPC NJ       -   504,859.22    498,708.76   sFT  0.99990005   +0 00 54.8
 DF5262;UTM  18      - 4,452,248.069   544,549.132   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  =   0.99962261
 DF5262
 DF5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4454952248(NAD 83)
 DF5262
 DF5262                          SUPERSEDED SURVEY CONTROL
 DF5262
 DF5262  NAD 83(2007)-  40 13 10.09018(N)    074 28 35.12075(W) AD(2002.00) 0
 DF5262  ELLIP H (02/10/07)   11.640  (m)                       GP(2002.00)    
 DF5262  NAD 83(1996)-  40 13 10.09014(N)    074 28 35.12076(W) AD(       ) 1
 DF5262  ELLIP H (04/17/03)   11.664  (m)                       GP(       ) 3 1
 DF5262
 DF5262.Superseded values are not recommended for survey control.
 DF5262
 DF5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5262.See file dsdata.pdf to determine how the superseded data were derived.
 DF5262
 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 PUBLIC SCHOOL AT THE NORTHWEST EDGE OF THE BASEBALL
 DF5262'FIELD.
 DF5262'
 DF5262'TO REACH THE STATION FROM THE POST OFFICE ON THE CORNER OF NORTH
 DF5262'ROCHDALE AVENUE, COUNTY ROAD 571, AND FARM LANE, GO 0.2 MI NORTH ON
 DF5262'NORTH ROCHDALE AVENUE TO THE INTERSECTION WITH PINE DRIVE ON THE LEFT.
 DF5262'TURN LEFT AND GO 0.05 MI WEST ON PINE DRIVE TO THE JUNCTION WITH
 DF5262'SCHOOL LANE.  TURN LEFT AND GO 0.15 MI SOUTH ON SCHOOL LANE TO THE
 DF5262'REAR OF THE SCHOOL AND THE BASEBALL FIELD ON THE RIGHT.  GO ALONG THE
 DF5262'THIRD BASE LINE FOR 0.1 MI TO THE LEFT FIELD FOUL POLE AND THE STATION
 DF5262'AHEAD.
 DF5262'
 DF5262'THE STATION IS 16.1 M NORTHEAST FROM THE LEFT FIELD FOUL POLE, A
 DF5262'PROMINENT 4 FOOT HIGH METAL POLE IN LEFT FIELD, 17.5 M SOUTHWEST FROM
 DF5262'THE WEST GOAL POST FOR THE NORTH SOCCER GOAL, 24.7 M SOUTHWEST FROM
 DF5262'THE EAST GOAL POST FOR THE NORTH SOCCER GOAL, 48.1 M NORTHWEST FROM
 DF5262'THE PITCHERS MOUND, 61.0 M NORTHWEST FROM THE WESTERN MOST POST FOR
 DF5262'THE BASEBALL BACKSTOP, AND 26.3 M NORTH NORTHEAST FROM THE NORTHWEST
 DF5262'END POST OF A 4 FOOT HIGH CHAIN LINK FENCE ALONG THE THIRD BASE LINE.
 DF5262'IT IS SET 0.2 M BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5235 ***********************************************************************
 AA5235  DESIGNATION -  13 N 5
 AA5235  PID         -  AA5235
 AA5235  STATE/COUNTY-  NJ/MONMOUTH
 AA5235  COUNTRY     -  US
 AA5235  USGS QUAD   -  ASBURY PARK (2019)
 AA5235
 AA5235                         *CURRENT SURVEY CONTROL
 AA5235  ______________________________________________________________________
 AA5235* NAD 83(2011) POSITION- 40 11 02.03128(N) 074 07 03.28084(W)   ADJUSTED
 AA5235* NAD 83(2011) ELLIP HT-    14.461 (meters)        (06/27/12)   ADJUSTED
 AA5235* NAD 83(2011) EPOCH   -  2010.00
 AA5235* NAVD 88 ORTHO HEIGHT -    47.197 (meters)      154.85  (feet) ADJUSTED
 AA5235  ______________________________________________________________________
 AA5235  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 AA5235  NAD 83(2011) X  -  1,335,362.901 (meters)                     COMP
 AA5235  NAD 83(2011) Y  - -4,693,292.289 (meters)                     COMP
 AA5235  NAD 83(2011) Z  -  4,093,615.923 (meters)                     COMP
 AA5235  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC18
 AA5235  DYNAMIC HEIGHT  -         47.176 (meters)      154.78  (feet) COMP
 AA5235  MODELED GRAVITY -    980,180.0   (mgal)                       NAVD 88
 AA5235
 AA5235  VERT ORDER      -  FIRST     CLASS II
 AA5235
 AA5235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5235  Standards:
 AA5235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5235  -------------------------------------------------------------------
 AA5235  NETWORK    0.68   1.16           0.31   0.23   0.59      0.04390632
 AA5235  -------------------------------------------------------------------
 AA5235  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA5235
 AA5235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5235.been affixed to the stable North American tectonic plate. See 
 AA5235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5235
 AA5235.The horizontal coordinates are valid at the epoch date displayed above
 AA5235.which is a decimal equivalence of Year/Month/Day.
 AA5235
 AA5235.The orthometric height was determined by differential leveling and
 AA5235.adjusted by the NATIONAL GEODETIC SURVEY
 AA5235.in April 2013.
 AA5235
 AA5235.No vertical observational check was made to the station.
 AA5235
 AA5235.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5235.GEOID18 height accuracy estimate available here.
 AA5235
 AA5235.Click photographs - Photos may exist for this station.
 AA5235
 AA5235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5235
 AA5235.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5235
 AA5235.The ellipsoidal height was determined by GPS observations
 AA5235.and is referenced to NAD 83.
 AA5235
 AA5235.The dynamic height is computed by dividing the NAVD 88
 AA5235.geopotential number by the normal gravity value computed on the
 AA5235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5235.degrees latitude (g = 980.6199 gals.).
 AA5235
 AA5235.The modeled gravity was interpolated from observed gravity values.
 AA5235
 AA5235. The following values were computed from the NAD 83(2011) position.
 AA5235
 AA5235;                    North         East     Units Scale Factor Converg.
 AA5235;SPC NJ       -   150,001.817   182,565.500   MT  0.99991305   +0 14 48.3
 AA5235;SPC NJ       -   492,130.96    598,966.98   sFT  0.99991305   +0 14 48.3
 AA5235;UTM  18      - 4,448,541.651   575,121.329   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 51.4
 AA5235:UTM  18      -  13 M 5                                   211 42 29.8
 AA5235
 AA5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7512148541(NAD 83)
 AA5235
 AA5235|---------------------------------------------------------------------|
 AA5235| PID    Reference Object                     Distance      Geod. Az  |
 AA5235|                                                           dddmmss.s |
 AA5235| AA5234 13 M 5                              494.009 METERS 2121639.7 |
 AA5235|---------------------------------------------------------------------|
 AA5235
 AA5235                          SUPERSEDED SURVEY CONTROL
 AA5235
 AA5235  NAD 83(2007)-  40 11 02.03172(N)    074 07 03.28103(W) AD(2002.00) 0
 AA5235  ELLIP H (02/10/07)   14.462  (m)                       GP(2002.00)    
 AA5235  ELLIP H (10/23/02)   14.477  (m)                       GP(       ) 4 1
 AA5235  NAD 83(1996)-  40 11 02.03155(N)    074 07 03.28096(W) AD(       ) 1
 AA5235  ELLIP H (05/14/99)   14.459  (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)   14.521  (m)                       GP(       ) 3 1
 AA5235  NAVD 88 (05/22/95)   47.2    (m)  GEOID93  model used  GPS OBS        
 AA5235
 AA5235.Superseded values are not recommended for survey control.
 AA5235
 AA5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5235.See file dsdata.pdf to determine how the superseded data were derived.
 AA5235
 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 - August 27, 2015
 AA5235
 AA5235  HISTORY     - Date     Condition        Report By
 AA5235  HISTORY     - 1993     MONUMENTED       NJGS
 AA5235  HISTORY     - 20020202 GOOD             NJGS
 AA5235  HISTORY     - 20020221 GOOD             INDIV
 AA5235  HISTORY     - 20111012 GOOD             NJGS
 AA5235  HISTORY     - 20150827 GOOD             NJGS
 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.
 AA5235
 AA5235                          STATION RECOVERY (2011)
 AA5235
 AA5235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 AA5235'RECOVERED AS DESCRIBED.
 AA5235
 AA5235                          STATION RECOVERY (2015)
 AA5235
 AA5235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 AA5235'RECOVERED IN GOOD CONDITION.
 AA5235'
 AA5235'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST
 AA5235'OF POINT PLEASANT BEACH, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF ASBURY PARK
 AA5235'AND 2.8 MI (4.5 KM) EAST-SOUTHEAST OF FARMINGDALE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6567 ***********************************************************************
 DK6567  DESIGNATION -  13 N 6
 DK6567  PID         -  DK6567
 DK6567  STATE/COUNTY-  NJ/MONMOUTH
 DK6567  COUNTRY     -  US
 DK6567  USGS QUAD   -  ADELPHIA (2019)
 DK6567
 DK6567                         *CURRENT SURVEY CONTROL
 DK6567  ______________________________________________________________________
 DK6567* NAD 83(1986) POSITION- 40 14 58.99   (N) 074 15 52.71   (W)   HD_HELD1
 DK6567* NAVD 88 ORTHO HEIGHT -    46.663 (meters)      153.09  (feet) ADJUSTED
 DK6567  ______________________________________________________________________
 DK6567  GEOID HEIGHT    -        -32.362 (meters)                     GEOID18
 DK6567  DYNAMIC HEIGHT  -         46.644 (meters)      153.03  (feet) COMP
 DK6567  MODELED GRAVITY -    980,214.2   (mgal)                       NAVD 88
 DK6567
 DK6567  VERT ORDER      -  SECOND    CLASS II
 DK6567
 DK6567.The horizontal coordinates were determined by differentially corrected
 DK6567.hand held GPS observations or other comparable positioning techniques
 DK6567.and have an estimated accuracy of +/- 3 meters.
 DK6567
 DK6567.The orthometric height was determined by differential leveling and
 DK6567.adjusted by the NATIONAL GEODETIC SURVEY
 DK6567.in May 2011.
 DK6567
 DK6567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6567.GEOID18 height accuracy estimate available here.
 DK6567
 DK6567.Click photographs - Photos may exist for this station.
 DK6567
 DK6567.The dynamic height is computed by dividing the NAVD 88
 DK6567.geopotential number by the normal gravity value computed on the
 DK6567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6567.degrees latitude (g = 980.6199 gals.).
 DK6567
 DK6567.The modeled gravity was interpolated from observed gravity values.
 DK6567
 DK6567;                    North         East    Units  Estimated Accuracy
 DK6567;SPC NJ       -   157,266.3     170,022.8     MT  (+/- 3 meters HH1 GPS) 
 DK6567
 DK6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6254155733(NAD 83)
 DK6567
 DK6567                          SUPERSEDED SURVEY CONTROL
 DK6567
 DK6567.No superseded survey control is available for this station.
 DK6567
 DK6567_MARKER: DD = SURVEY DISK
 DK6567_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6567_SP_SET: MANHOLE FOUNDATION
 DK6567_STAMPING: 13 N 6 2006
 DK6567_MARK LOGO: NJGS
 DK6567_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6567+STABILITY: SURFACE MOTION
 DK6567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6567+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2022
 DK6567
 DK6567  HISTORY     - Date     Condition        Report By
 DK6567  HISTORY     - 20061102 MONUMENTED       NJGS
 DK6567  HISTORY     - 20220805 GOOD             NJGS
 DK6567
 DK6567                          STATION DESCRIPTION
 DK6567
 DK6567'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6567'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, SET IN A DRILL HOLE IN
 DK6567'THE SOUTHEAST CORNER OF AN ELECTRICAL MANHOLE ON THE NORTHWEST CORNER
 DK6567'OF THE JUNCTION OF KONDRUP AVENUE AND PARK AVENUE (NJ STATE ROUTE 33
 DK6567'BUSINESS).
 DK6567'
 DK6567'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK
 DK6567'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO
 DK6567'ABOUT 0.5 MI (0.8 KM) EAST ON ROUTE 33 BUSINESS TO THE STATION ON THE
 DK6567'LEFT.
 DK6567'
 DK6567'THE STATION IS 26.8 FT (8.2 M) WEST OF THE CENTERLINE OF KONDRUP
 DK6567'AVENUE, 52.8 FT (16.1 M) NORTH OF THE NORTH CURBLINE EXTENDED OF PARK
 DK6567'AVENUE (NJ STATE ROUTE 33 BUSINESS), 85.0 FT (25.9 M) EAST-SOUTHEAST
 DK6567'OF A FIRE HYDRANT, 46.0 FT (14.0 M) NORTHEAST OF A TRAFFIC SIGNAL
 DK6567'LIGHT, 2.6 FT (0.8 M) WEST OF THE WEST CURB OF KONDRUP AVENUE.
 DK6567
 DK6567                          STATION RECOVERY (2022)
 DK6567
 DK6567'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7175 ***********************************************************************
 DM7175  DESIGNATION -  13 N 7
 DM7175  PID         -  DM7175
 DM7175  STATE/COUNTY-  NJ/MONMOUTH
 DM7175  COUNTRY     -  US
 DM7175  USGS QUAD   -  ASBURY PARK (2019)
 DM7175
 DM7175                         *CURRENT SURVEY CONTROL
 DM7175  ______________________________________________________________________
 DM7175* NAD 83(1986) POSITION- 40 12 54.     (N) 074 00 49.     (W)   SCALED
 DM7175* NAVD 88 ORTHO HEIGHT -     3.960 (meters)       12.99  (feet) ADJUSTED
 DM7175  ______________________________________________________________________
 DM7175  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 DM7175  DYNAMIC HEIGHT  -          3.958 (meters)       12.99  (feet) COMP
 DM7175  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 DM7175
 DM7175  VERT ORDER      -  FIRST     CLASS II
 DM7175
 DM7175.The horizontal coordinates were scaled from a map and have
 DM7175.an estimated accuracy of +/- 6 seconds.
 DM7175
 DM7175.The orthometric height was determined by differential leveling and
 DM7175.adjusted by the NATIONAL GEODETIC SURVEY
 DM7175.in May 2011.
 DM7175
 DM7175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7175.GEOID18 height accuracy estimate available here.
 DM7175
 DM7175.Click photographs - Photos may exist for this station.
 DM7175
 DM7175.The dynamic height is computed by dividing the NAVD 88
 DM7175.geopotential number by the normal gravity value computed on the
 DM7175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7175.degrees latitude (g = 980.6199 gals.).
 DM7175
 DM7175.The modeled gravity was interpolated from observed gravity values.
 DM7175
 DM7175;                    North         East    Units  Estimated Accuracy
 DM7175;SPC NJ       -   153,500.      191,400.      MT  (+/- 180 meters Scaled)
 DM7175
 DM7175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK839520(NAD 83)
 DM7175
 DM7175                          SUPERSEDED SURVEY CONTROL
 DM7175
 DM7175.No superseded survey control is available for this station.
 DM7175
 DM7175_MARKER: DD = SURVEY DISK
 DM7175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7175_STAMPING: 13 N 7 2008
 DM7175_MARK LOGO: NJGS
 DM7175_PROJECTION: FLUSH
 DM7175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7175+STABILITY: SURFACE MOTION
 DM7175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7175+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2018
 DM7175
 DM7175  HISTORY     - Date     Condition        Report By
 DM7175  HISTORY     - UNK      MONUMENTED       LOCSUR
 DM7175  HISTORY     - 20080507 GOOD             NJGS
 DM7175  HISTORY     - 20100801 GOOD             NJGS
 DM7175  HISTORY     - 20180707 GOOD             USPSQD
 DM7175
 DM7175                          STATION DESCRIPTION
 DM7175
 DM7175'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7175'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, A MONUMENT SET AT
 DM7175'THE SIDEWALK LEVEL ON THE SOUTHEAST CORNER OF SOUTH MAIN STREET (NJ
 DM7175'ROUTE 71) LAKE AVENUE.
 DM7175'
 DM7175'THE STATION IS 7.4 FT (2.3 M) EAST OF THE EAST CURB EXTENDED OF SOUTH
 DM7175'MAIN STREET, 22.9 FT (7.0 M) SOUTH OF THE SOUTH CURB OF LAKE AVENUE,
 DM7175'18.1 FT (5.5 M) WEST OF THE WEST LEG OF A SIGN FOR A BP GAS STATION ON
 DM7175'THE CORNER, 7.7 FT (2.3 M) NORTHEAST OF LIGHT POLE NUMBER 46HPS.
 DM7175
 DM7175                          STATION RECOVERY (2010)
 DM7175
 DM7175'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7175'RECOVERED AS DESCRIBED.
 DM7175
 DM7175                          STATION RECOVERY (2018)
 DM7175
 DM7175'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7210 ***********************************************************************
 DM7210  DESIGNATION -  13 N 8
 DM7210  PID         -  DM7210
 DM7210  STATE/COUNTY-  NJ/MONMOUTH
 DM7210  COUNTRY     -  US
 DM7210  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7210
 DM7210                         *CURRENT SURVEY CONTROL
 DM7210  ______________________________________________________________________
 DM7210* NAD 83(1986) POSITION- 40 18 15.29   (N) 074 06 03.14   (W)   HD_HELD1
 DM7210* NAVD 88 ORTHO HEIGHT -    11.954 (meters)       39.22  (feet) ADJUSTED
 DM7210  ______________________________________________________________________
 DM7210  GEOID HEIGHT    -        -32.506 (meters)                     GEOID18
 DM7210  DYNAMIC HEIGHT  -         11.949 (meters)       39.20  (feet) COMP
 DM7210  MODELED GRAVITY -    980,201.8   (mgal)                       NAVD 88
 DM7210
 DM7210  VERT ORDER      -  FIRST     CLASS II
 DM7210
 DM7210.The horizontal coordinates were determined by differentially corrected
 DM7210.hand held GPS observations or other comparable positioning techniques
 DM7210.and have an estimated accuracy of +/- 3 meters.
 DM7210
 DM7210.The orthometric height was determined by differential leveling and
 DM7210.adjusted by the NATIONAL GEODETIC SURVEY
 DM7210.in May 2011.
 DM7210
 DM7210.No vertical observational check was made to the station.
 DM7210
 DM7210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7210.GEOID18 height accuracy estimate available here.
 DM7210
 DM7210.Click photographs - Photos may exist for this station.
 DM7210
 DM7210.The dynamic height is computed by dividing the NAVD 88
 DM7210.geopotential number by the normal gravity value computed on the
 DM7210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7210.degrees latitude (g = 980.6199 gals.).
 DM7210
 DM7210.The modeled gravity was interpolated from observed gravity values.
 DM7210
 DM7210;                    North         East    Units  Estimated Accuracy
 DM7210;SPC NJ       -   163,370.3     183,928.0     MT  (+/- 3 meters HH1 GPS) 
 DM7210
 DM7210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7640861914(NAD 83)
 DM7210
 DM7210                          SUPERSEDED SURVEY CONTROL
 DM7210
 DM7210.No superseded survey control is available for this station.
 DM7210
 DM7210_MARKER: DD = SURVEY DISK
 DM7210_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7210_SP_SET: BRIDGE ABUTMENT
 DM7210_STAMPING: 13 N 8 2008
 DM7210_MARK LOGO: NJGS
 DM7210_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7210+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2014
 DM7210
 DM7210  HISTORY     - Date     Condition        Report By
 DM7210  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7210  HISTORY     - 20141112 GOOD             NJGS
 DM7210
 DM7210                          STATION DESCRIPTION
 DM7210
 DM7210'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7210'THE STATION IS LOCATED IN THE COLTS NECK, IN THE TOWN OF TINTON FALLS,
 DM7210'SET IN A DRILL HOLE IN THE NORTH CORNER OF THE WEST ABUTMENT FOR THE
 DM7210'PEDESTRIAN BRIDGE OVER HOCKHOCKSON CREEK, ON THE SOUTH SIDE OF TINTON
 DM7210'AVENUE (COUNTY ROUTE 537).
 DM7210'
 DM7210'THE STATION IS 17.8 FT (5.4 M) NORTHEAST OF POLE NUMBER JC1046TF, 51.5
 DM7210'FT (15.7 M) WEST OF THE CENTER OF THE PEDESTRIAN BRIDGE, 135.0 FT
 DM7210'(41.1 M) WEST OF THE NORTHWEST CURB EXTENDED OF WATER STREET, 10.0 FT
 DM7210'(3.0 M) SOUTH OF THE SOUTH CURB OF TINTON AVENUE, 82.0 FT (25.0 M)
 DM7210'NORTHEAST OF POLE NUMBER JC1047TF.
 DM7210
 DM7210                          STATION RECOVERY (2014)
 DM7210
 DM7210'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DM7210'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP8007 ***********************************************************************
 DP8007  DESIGNATION -  13 N 9
 DP8007  PID         -  DP8007
 DP8007  STATE/COUNTY-  NJ/MONMOUTH
 DP8007  COUNTRY     -  US
 DP8007  USGS QUAD   -  ASBURY PARK (2019)
 DP8007
 DP8007                         *CURRENT SURVEY CONTROL
 DP8007  ______________________________________________________________________
 DP8007* NAD 83(1986) POSITION- 40 11 05.04   (N) 074 01 24.86   (W)   HD_HELD1
 DP8007* NAVD 88 ORTHO HEIGHT -     3.797 (meters)       12.46  (feet) ADJUSTED
 DP8007  ______________________________________________________________________
 DP8007  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 DP8007  DYNAMIC HEIGHT  -          3.795 (meters)       12.45  (feet) COMP
 DP8007  MODELED GRAVITY -    980,166.9   (mgal)                       NAVD 88
 DP8007
 DP8007  VERT ORDER      -  FIRST     CLASS II
 DP8007
 DP8007.The horizontal coordinates were determined by differentially corrected
 DP8007.hand held GPS observations or other comparable positioning techniques
 DP8007.and have an estimated accuracy of +/- 3 meters.
 DP8007
 DP8007.The orthometric height was determined by differential leveling and
 DP8007.adjusted by the NATIONAL GEODETIC SURVEY
 DP8007.in September 2015.
 DP8007
 DP8007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8007.GEOID18 height accuracy estimate available here.
 DP8007
 DP8007.Click photographs - Photos may exist for this station.
 DP8007
 DP8007.The dynamic height is computed by dividing the NAVD 88
 DP8007.geopotential number by the normal gravity value computed on the
 DP8007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8007.degrees latitude (g = 980.6199 gals.).
 DP8007
 DP8007.The modeled gravity was interpolated from observed gravity values.
 DP8007
 DP8007;                    North         East    Units  Estimated Accuracy
 DP8007;SPC NJ       -   150,133.3     190,570.2     MT  (+/- 3 meters HH1 GPS) 
 DP8007
 DP8007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8312348718(NAD 83)
 DP8007
 DP8007                          SUPERSEDED SURVEY CONTROL
 DP8007
 DP8007.No superseded survey control is available for this station.
 DP8007
 DP8007_MARKER: DD = SURVEY DISK
 DP8007_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8007_SP_SET: BRIDGE ABUTMENT
 DP8007_STAMPING: 13 N 9 2013
 DP8007_MARK LOGO: NJGS
 DP8007_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8007+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 DP8007
 DP8007  HISTORY     - Date     Condition        Report By
 DP8007  HISTORY     - 20130104 MONUMENTED       NJGS
 DP8007  HISTORY     - 20180821 GOOD             USPSQD
 DP8007
 DP8007                          STATION DESCRIPTION
 DP8007
 DP8007'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP8007'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR, ABOUT 7.4 MI (11.9
 DP8007'KM) NORTH-NORTHEAST OF POINT PLEASANT, 6.6 MI (10.6 KM)
 DP8007'NORTH-NORTHEAST OF POINT PLEASANT BEACH AND 2.5 MI (4.0 KM)
 DP8007'SOUTH-SOUTHWEST OF ASBURY PARK.
 DP8007'
 DP8007'THE STATION IS SET IN A DRILL HOLE IN THE EAST END OF THE SOUTH
 DP8007'CONCRETE BRIDGE (STRUCTURE 1321-150, MILEPOST 5.84) ABUTMENT OF THE
 DP8007'MAIN STREET, (NJ ROUTE 71) SPANNING THE SHARK RIVER.
 DP8007'
 DP8007'IT IS 138.0 FT (42.1 M) NORTH OF THE CENTERLINE OF FIFTH AVENUE, 27.0
 DP8007'FT (8.2 M) SOUTH OF THE CENTERLINE OF THE DRAW SPAN PEDESTRIAN GATES,
 DP8007'17.8 FT (5.4 M) NORTH OF NORTH OF THE SOUTH END OF THE EASTERLY
 DP8007'CONCRETE BALUSTRADE AND 8.0 FT (2.4 M) EAST OF THE EAST CURBLINE.
 DP8007'
 DP8007'THE STATION IS AT THE SIDEWALK LEVEL.
 DP8007
 DP8007                          STATION RECOVERY (2018)
 DP8007
 DP8007'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DP8007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6234 ***********************************************************************
 KV6234  DESIGNATION -  13 O 1
 KV6234  PID         -  KV6234
 KV6234  STATE/COUNTY-  NJ/MONMOUTH
 KV6234  COUNTRY     -  US
 KV6234  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6234
 KV6234                         *CURRENT SURVEY CONTROL
 KV6234  ______________________________________________________________________
 KV6234* NAD 83(2011) POSITION- 40 23 49.25048(N) 074 03 40.93927(W)   ADJUSTED
 KV6234* NAD 83(2011) ELLIP HT-    27.449 (meters)        (06/27/12)   ADJUSTED
 KV6234* NAD 83(2011) EPOCH   -  2010.00
 KV6234* NAVD 88 ORTHO HEIGHT -    59.9   (meters)      197.    (feet) GPS OBS
 KV6234  ______________________________________________________________________
 KV6234  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6234  GEOID HEIGHT    -        -32.720 (meters)                     GEOID93
 KV6234  GEOID HEIGHT    -        -32.448 (meters)                     GEOID18
 KV6234  NAD 83(2011) X  -  1,335,766.686 (meters)                     COMP
 KV6234  NAD 83(2011) Y  - -4,677,274.905 (meters)                     COMP
 KV6234  NAD 83(2011) Z  -  4,111,675.082 (meters)                     COMP
 KV6234  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 KV6234
 KV6234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6234  Standards:
 KV6234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6234  -------------------------------------------------------------------
 KV6234  NETWORK    0.42   0.71           0.18   0.16   0.36      0.09904028
 KV6234  -------------------------------------------------------------------
 KV6234  Click here for local accuracies and other accuracy information.
 KV6234
 KV6234.The horizontal coordinates were established by GPS observations
 KV6234.and adjusted by the National Geodetic Survey in June 2012.
 KV6234
 KV6234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6234.been affixed to the stable North American tectonic plate. See 
 KV6234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6234
 KV6234.The horizontal coordinates are valid at the epoch date displayed above
 KV6234.which is a decimal equivalence of Year/Month/Day.
 KV6234
 KV6234.The orthometric height was determined by GPS observations and a
 KV6234.high-resolution geoid model.
 KV6234
 KV6234.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6234.GEOID18 height accuracy estimate available here.
 KV6234
 KV6234.Click photographs - Photos may exist for this station.
 KV6234
 KV6234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6234
 KV6234.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6234
 KV6234.The ellipsoidal height was determined by GPS observations
 KV6234.and is referenced to NAD 83.
 KV6234
 KV6234. The following values were computed from the NAD 83(2011) position.
 KV6234
 KV6234;                    North         East     Units Scale Factor Converg.
 KV6234;SPC NJ       -   173,686.190   187,234.646   MT  0.99991706   +0 17 03.4
 KV6234;SPC NJ       -   569,835.44    614,285.67   sFT  0.99991706   +0 17 03.4
 KV6234;UTM  18      - 4,472,246.277   579,655.640   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  =   0.99967380
 KV6234
 KV6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7965572246(NAD 83)
 KV6234
 KV6234                          SUPERSEDED SURVEY CONTROL
 KV6234
 KV6234  NAD 83(2007)-  40 23 49.25087(N)    074 03 40.93965(W) AD(2002.00) 0
 KV6234  ELLIP H (02/10/07)   27.467  (m)                       GP(2002.00)    
 KV6234  ELLIP H (10/23/02)   27.490  (m)                       GP(       ) 4 1
 KV6234  NAD 83(1996)-  40 23 49.25085(N)    074 03 40.93998(W) AD(       ) 1
 KV6234  ELLIP H (05/14/99)   27.471  (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)   27.396  (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)  RAPSU86  model used  GPS OBS        
 KV6234
 KV6234.Superseded values are not recommended for survey control.
 KV6234
 KV6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6234.See file dsdata.pdf to determine how the superseded data were derived.
 KV6234
 KV6234_MARKER: DD = SURVEY DISK
 KV6234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6235 ***********************************************************************
 KV6235  DESIGNATION -  13 P 1
 KV6235  PID         -  KV6235
 KV6235  STATE/COUNTY-  NJ/MONMOUTH
 KV6235  COUNTRY     -  US
 KV6235  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6235
 KV6235                         *CURRENT SURVEY CONTROL
 KV6235  ______________________________________________________________________
 KV6235* NAD 83(2011) POSITION- 40 22 41.57325(N) 074 04 25.31614(W)   ADJUSTED
 KV6235* NAD 83(2011) ELLIP HT-    18.232 (meters)        (06/27/12)   ADJUSTED
 KV6235* NAD 83(2011) EPOCH   -  2010.00
 KV6235* NAVD 88 ORTHO HEIGHT -    50.7   (meters)      166.    (feet) GPS OBS
 KV6235  ______________________________________________________________________
 KV6235  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6235  GEOID HEIGHT    -        -32.730 (meters)                     GEOID93
 KV6235  GEOID HEIGHT    -        -32.455 (meters)                     GEOID18
 KV6235  NAD 83(2011) X  -  1,335,129.594 (meters)                     COMP
 KV6235  NAD 83(2011) Y  - -4,678,856.126 (meters)                     COMP
 KV6235  NAD 83(2011) Z  -  4,110,079.096 (meters)                     COMP
 KV6235  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 KV6235
 KV6235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6235  Standards:
 KV6235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6235  -------------------------------------------------------------------
 KV6235  NETWORK    0.52   0.80           0.23   0.19   0.41     -0.16576597
 KV6235  -------------------------------------------------------------------
 KV6235  Click here for local accuracies and other accuracy information.
 KV6235
 KV6235.The horizontal coordinates were established by GPS observations
 KV6235.and adjusted by the National Geodetic Survey in June 2012.
 KV6235
 KV6235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6235.been affixed to the stable North American tectonic plate. See 
 KV6235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6235
 KV6235.The horizontal coordinates are valid at the epoch date displayed above
 KV6235.which is a decimal equivalence of Year/Month/Day.
 KV6235
 KV6235.The orthometric height was determined by GPS observations and a
 KV6235.high-resolution geoid model.
 KV6235
 KV6235.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6235.GEOID18 height accuracy estimate available here.
 KV6235
 KV6235.Click photographs - Photos may exist for this station.
 KV6235
 KV6235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6235
 KV6235.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6235
 KV6235.The ellipsoidal height was determined by GPS observations
 KV6235.and is referenced to NAD 83.
 KV6235
 KV6235. The following values were computed from the NAD 83(2011) position.
 KV6235
 KV6235;                    North         East     Units Scale Factor Converg.
 KV6235;SPC NJ       -   171,593.765   186,198.288   MT  0.99991612   +0 16 34.2
 KV6235;SPC NJ       -   562,970.54    610,885.55   sFT  0.99991612   +0 16 34.2
 KV6235;UTM  18      - 4,470,148.528   578,631.377   MT  0.99967611   +0 36 00.4
 KV6235
 KV6235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6235!SPC NJ       -   0.99999714  x   0.99991612  =   0.99991326
 KV6235!UTM  18      -   0.99999714  x   0.99967611  =   0.99967325
 KV6235
 KV6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7863170148(NAD 83)
 KV6235
 KV6235                          SUPERSEDED SURVEY CONTROL
 KV6235
 KV6235  NAD 83(2007)-  40 22 41.57366(N)    074 04 25.31657(W) AD(2002.00) 0
 KV6235  ELLIP H (02/10/07)   18.247  (m)                       GP(2002.00)    
 KV6235  ELLIP H (10/23/02)   18.265  (m)                       GP(       ) 4 1
 KV6235  NAD 83(1996)-  40 22 41.57364(N)    074 04 25.31682(W) AD(       ) 1
 KV6235  ELLIP H (05/14/99)   18.250  (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)   18.188  (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)  RAPSU86  model used  GPS OBS        
 KV6235
 KV6235.Superseded values are not recommended for survey control.
 KV6235
 KV6235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6235.See file dsdata.pdf to determine how the superseded data were derived.
 KV6235
 KV6235_MARKER: DD = SURVEY DISK
 KV6235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DP5805 ***********************************************************************
 DP5805  DESIGNATION -  13 P 10
 DP5805  PID         -  DP5805
 DP5805  STATE/COUNTY-  NJ/MONMOUTH
 DP5805  COUNTRY     -  US
 DP5805  USGS QUAD   -  FREEHOLD (2019)
 DP5805
 DP5805                         *CURRENT SURVEY CONTROL
 DP5805  ______________________________________________________________________
 DP5805* NAD 83(1986) POSITION- 40 15 09.26   (N) 074 19 25.05   (W)   HD_HELD1
 DP5805* NAVD 88 ORTHO HEIGHT -    48.708 (meters)      159.80  (feet) ADJUSTED
 DP5805  ______________________________________________________________________
 DP5805  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 DP5805  DYNAMIC HEIGHT  -         48.688 (meters)      159.74  (feet) COMP
 DP5805  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 DP5805
 DP5805  VERT ORDER      -  FIRST     CLASS II
 DP5805
 DP5805.The horizontal coordinates were determined by differentially corrected
 DP5805.hand held GPS observations or other comparable positioning techniques
 DP5805.and have an estimated accuracy of +/- 3 meters.
 DP5805
 DP5805.The orthometric height was determined by differential leveling and
 DP5805.adjusted by the NATIONAL GEODETIC SURVEY
 DP5805.in April 2015.
 DP5805
 DP5805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5805.GEOID18 height accuracy estimate available here.
 DP5805
 DP5805.Click photographs - Photos may exist for this station.
 DP5805
 DP5805.The dynamic height is computed by dividing the NAVD 88
 DP5805.geopotential number by the normal gravity value computed on the
 DP5805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5805.degrees latitude (g = 980.6199 gals.).
 DP5805
 DP5805.The modeled gravity was interpolated from observed gravity values.
 DP5805
 DP5805;                    North         East    Units  Estimated Accuracy
 DP5805;SPC NJ       -   157,571.4     165,004.2     MT  (+/- 3 meters HH1 GPS) 
 DP5805
 DP5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5752256010(NAD 83)
 DP5805
 DP5805                          SUPERSEDED SURVEY CONTROL
 DP5805
 DP5805.No superseded survey control is available for this station.
 DP5805
 DP5805_MARKER: DD = SURVEY DISK
 DP5805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5805_STAMPING: 13 P 10 50+00 58 R
 DP5805_MARK LOGO: NJGS
 DP5805_PROJECTION: RECESSED 8 CENTIMETERS
 DP5805_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5805+STABILITY: SURFACE MOTION
 DP5805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5805+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2024
 DP5805
 DP5805  HISTORY     - Date     Condition        Report By
 DP5805  HISTORY     - UNK      MONUMENTED       NJDT
 DP5805  HISTORY     - 20140429 GOOD             NJGS
 DP5805  HISTORY     - 20240416 GOOD             NJGS
 DP5805
 DP5805                          STATION DESCRIPTION
 DP5805
 DP5805'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5805'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF MARLBORO,
 DP5805'4.6 MI (7.4 KM) WEST-NORTHWEST OF ADELPHIA AND 3.0 MI (4.8 KM) WEST OF
 DP5805'FREEHOLD, IN MANALAPAN TOWNSHIP.
 DP5805'
 DP5805'THE STATION IS SET ON THE SOUTH SIDE OF NJ ROUTE 33, ABOUT 1633 FT
 DP5805'(497.7 M) EAST OF THE CENTERLINE OF THE RAMP OVER NJ ROUTE 33, LEADING
 DP5805'TO NJ ROUTE 33 BUSINESS.
 DP5805'
 DP5805'THE STATION IS 64.5 FT (19.7 M) WEST OF THE NORTH LEG FOR A SIGN 16.3
 DP5805'FT (5.0 M) NORTH-NORTHEAST OF A 14 INCH (36 CM) OAK TREE, 2 FT (0.6 M)
 DP5805'SOUTH OF THE SOUTHERLY EDGE OF PAVING.
 DP5805
 DP5805                          STATION RECOVERY (2024)
 DP5805
 DP5805'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DP5805'THE MARK IS ALONG A TALL TREE LINE WITH SOME OVERHANGING TREES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9962 ***********************************************************************
 DP9962  DESIGNATION -  13 P 11
 DP9962  PID         -  DP9962
 DP9962  STATE/COUNTY-  NJ/MONMOUTH
 DP9962  COUNTRY     -  US
 DP9962  USGS QUAD   -  KEYPORT (2016)
 DP9962
 DP9962                         *CURRENT SURVEY CONTROL
 DP9962  ______________________________________________________________________
 DP9962* NAD 83(1986) POSITION- 40 23 53.77   (N) 074 13 37.02   (W)   HD_HELD1
 DP9962* NAVD 88 ORTHO HEIGHT -    30.854 (meters)      101.23  (feet) ADJUSTED
 DP9962  ______________________________________________________________________
 DP9962  GEOID HEIGHT    -        -32.362 (meters)                     GEOID18
 DP9962  DYNAMIC HEIGHT  -         30.841 (meters)      101.18  (feet) COMP
 DP9962  MODELED GRAVITY -    980,221.0   (mgal)                       NAVD 88
 DP9962
 DP9962  VERT ORDER      -  FIRST     CLASS II
 DP9962
 DP9962.The horizontal coordinates were determined by differentially corrected
 DP9962.hand held GPS observations or other comparable positioning techniques
 DP9962.and have an estimated accuracy of +/- 3 meters.
 DP9962
 DP9962.The orthometric height was determined by differential leveling and
 DP9962.adjusted by the NATIONAL GEODETIC SURVEY
 DP9962.in February 2016.
 DP9962
 DP9962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9962.GEOID18 height accuracy estimate available here.
 DP9962
 DP9962.Click photographs - Photos may exist for this station.
 DP9962
 DP9962.The dynamic height is computed by dividing the NAVD 88
 DP9962.geopotential number by the normal gravity value computed on the
 DP9962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9962.degrees latitude (g = 980.6199 gals.).
 DP9962
 DP9962.The modeled gravity was interpolated from observed gravity values.
 DP9962
 DP9962;                    North         East    Units  Estimated Accuracy
 DP9962;SPC NJ       -   173,769.0     173,178.5     MT  (+/- 3 meters HH1 GPS) 
 DP9962
 DP9962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6560272249(NAD 83)
 DP9962
 DP9962                          SUPERSEDED SURVEY CONTROL
 DP9962
 DP9962.No superseded survey control is available for this station.
 DP9962
 DP9962_MARKER: DD = SURVEY DISK
 DP9962_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP9962_SP_SET: JUNCTION BOX
 DP9962_STAMPING: 13 P 11 2015
 DP9962_MARK LOGO: NJGS
 DP9962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9962+STABILITY: SURFACE MOTION
 DP9962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9962+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 DP9962
 DP9962  HISTORY     - Date     Condition        Report By
 DP9962  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9962  HISTORY     - 20240130 GOOD             NJGS
 DP9962
 DP9962                          STATION DESCRIPTION
 DP9962
 DP9962'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9962'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF SOUTH
 DP9962'AMBOY, 5.8 MI (9.3 KM) NORTH OF MARLBORO AND 2.8 MI (4.5 KM)
 DP9962'SOUTH-SOUTHWEST OF KEYPORT, IN ABERDEEN TOWNSHIP.
 DP9962'
 DP9962'TO REACH FROM THE INTERSECTION OF STATE ROUTE 34 AND MAIN STREET (NEW
 DP9962'JERSEY ROUTE 34) IN MATAWAN, GO ABOUT 0.8 MI (1.3 KM) SOUTH ON ROUTE
 DP9962'34 TO THE STATION ON THE RIGHT, STATION SET IN A DRILL HOLE IN THE
 DP9962'SOUTHWEST CORNER OF A ELECTRICAL MANHOLE JUNCTION BOX ON THE SOUTHWEST
 DP9962'CORNER OF THE T-JUNCTION WITH CAMBRIDGE ROAD, AT THE SOUTH SIDE OF A
 DP9962'ACCESS DRIVEWAY LEADING TO A RETAIL PLAZA.
 DP9962'
 DP9962'IT IS 23.7 FT (7.2 M) NORTHWEST OF A POLE WITH NO NUMBER, 8.6 FT (2.6
 DP9962'M) SOUTHWEST OF THE SOUTHWEST CURB OF ROUTE 34, 5.7 FT (1.7 M)
 DP9962'NORTHWEST OF THE TRAFFIC SIGNAL, 35.8 FT (10.9 M) SOUTHEAST OF THE
 DP9962'CENTERLINE OF THE TRAFFIC CONTROL ISLAND AT THE ENTRANCE TO THE RETAIL
 DP9962'STORE PLAZA/MC DONALD'S RESTAURANT.
 DP9962
 DP9962                          STATION RECOVERY (2024)
 DP9962
 DP9962'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DP9962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0821 ***********************************************************************
 DQ0821  DESIGNATION -  13 P 12
 DQ0821  PID         -  DQ0821
 DQ0821  STATE/COUNTY-  NJ/MONMOUTH
 DQ0821  COUNTRY     -  US
 DQ0821  USGS QUAD   -  ASBURY PARK (2019)
 DQ0821
 DQ0821                         *CURRENT SURVEY CONTROL
 DQ0821  ______________________________________________________________________
 DQ0821* NAD 83(1986) POSITION- 40 12 32.34   (N) 074 07 27.05   (W)   HD_HELD1
 DQ0821* NAVD 88 ORTHO HEIGHT -    24.958 (meters)       81.88  (feet) ADJUSTED
 DQ0821  ______________________________________________________________________
 DQ0821  GEOID HEIGHT    -        -32.653 (meters)                     GEOID18
 DQ0821  DYNAMIC HEIGHT  -         24.947 (meters)       81.85  (feet) COMP
 DQ0821  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 DQ0821
 DQ0821  VERT ORDER      -  FIRST     CLASS II
 DQ0821
 DQ0821.The horizontal coordinates were determined by differentially corrected
 DQ0821.hand held GPS observations or other comparable positioning techniques
 DQ0821.and have an estimated accuracy of +/- 3 meters.
 DQ0821
 DQ0821.The orthometric height was determined by differential leveling and
 DQ0821.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0821.in February 2016.
 DQ0821
 DQ0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0821.GEOID18 height accuracy estimate available here.
 DQ0821
 DQ0821.Click photographs - Photos may exist for this station.
 DQ0821
 DQ0821.The dynamic height is computed by dividing the NAVD 88
 DQ0821.geopotential number by the normal gravity value computed on the
 DQ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0821.degrees latitude (g = 980.6199 gals.).
 DQ0821
 DQ0821.The modeled gravity was interpolated from observed gravity values.
 DQ0821
 DQ0821;                    North         East    Units  Estimated Accuracy
 DQ0821;SPC NJ       -   152,784.6     181,991.5     MT  (+/- 3 meters HH1 GPS) 
 DQ0821
 DQ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7453151320(NAD 83)
 DQ0821
 DQ0821                          SUPERSEDED SURVEY CONTROL
 DQ0821
 DQ0821.No superseded survey control is available for this station.
 DQ0821
 DQ0821_MARKER: DD = SURVEY DISK
 DQ0821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ0821_SP_SET: CULVERT HEADWALL
 DQ0821_STAMPING: 13 P 12 2015
 DQ0821_MARK LOGO: NJGS
 DQ0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0821+STABILITY: SURFACE MOTION
 DQ0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0821+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0821
 DQ0821  HISTORY     - Date     Condition        Report By
 DQ0821  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0821
 DQ0821                          STATION DESCRIPTION
 DQ0821
 DQ0821'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0821'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF ADELPHIA, 6.0 MI
 DQ0821'(9.7 KM) WEST OF ASBURY PARK AND 2.5 MI (4.0 KM) EAST-NORTHEAST OF
 DQ0821'FARMINGDALE, IN WALL TOWNSHIP.
 DQ0821'
 DQ0821'TO REACH FROM THE CIRCLE INTERSECTION OF NEW JERSEY ROUTE 33 AND
 DQ0821'ASBURY AVENUE (COUNTY ROUTE 547), GO 0.85 MI (1.4 KM) SOUTH ON ROUTE
 DQ0821'34 TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY, STATION IS SET IN A
 DQ0821'DRILL HOLE IN IN THE WEST ANGLE POINT FOR A CONCRETE CULVERT ON THE
 DQ0821'EAST SIDE OF THE NORTHBOUND LANES OF ROUTE 34, AT THE DRIVEWAY TO A
 DQ0821'BUSINESS.
 DQ0821'
 DQ0821'THE STATION IS 13 FT (4.0 M) SOUTH OF THE CENTERLINE OF THE ENTRANCE
 DQ0821'DRIVEWAY LEADING TO NUMBER 1430 (MERIDIAN HEALTH), 41 FT (12.5 M) EAST
 DQ0821'OF THE CENTERLINE OF ROUTE 34 NORTHBOUND LANES, 54.8 FT (16.7 M)
 DQ0821'SOUTH-SOUTHWEST OF POLE NUMBER 2151405015, 35.3 FT (10.8 M) NORTH OF
 DQ0821'THE WEST CORNER OF A BUSINESS SIGN (MERIDIAN HEALTH).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5280 ***********************************************************************
 DR5280  DESIGNATION -  13 P 13
 DR5280  PID         -  DR5280
 DR5280  STATE/COUNTY-  NJ/MONMOUTH
 DR5280  COUNTRY     -  US
 DR5280  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5280
 DR5280                         *CURRENT SURVEY CONTROL
 DR5280  ______________________________________________________________________
 DR5280* NAD 83(1986) POSITION- 40 24 50.19   (N) 074 03 27.51   (W)   HD_HELD1
 DR5280* NAVD 88 ORTHO HEIGHT -     5.243 (meters)       17.20  (feet) ADJUSTED
 DR5280  ______________________________________________________________________
 DR5280  GEOID HEIGHT    -        -32.438 (meters)                     GEOID18
 DR5280  DYNAMIC HEIGHT  -          5.241 (meters)       17.19  (feet) COMP
 DR5280  MODELED GRAVITY -    980,208.8   (mgal)                       NAVD 88
 DR5280
 DR5280  VERT ORDER      -  FIRST     CLASS II
 DR5280
 DR5280.The horizontal coordinates were determined by differentially corrected
 DR5280.hand held GPS observations or other comparable positioning techniques
 DR5280.and have an estimated accuracy of +/- 3 meters.
 DR5280
 DR5280.The orthometric height was determined by differential leveling and
 DR5280.adjusted by the NATIONAL GEODETIC SURVEY
 DR5280.in July 2020.
 DR5280
 DR5280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5280.GEOID18 height accuracy estimate available here.
 DR5280
 DR5280.Click photographs - Photos may exist for this station.
 DR5280
 DR5280.The dynamic height is computed by dividing the NAVD 88
 DR5280.geopotential number by the normal gravity value computed on the
 DR5280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5280.degrees latitude (g = 980.6199 gals.).
 DR5280
 DR5280.The modeled gravity was interpolated from observed gravity values.
 DR5280
 DR5280;                    North         East    Units  Estimated Accuracy
 DR5280;SPC NJ       -   175,567.3     187,541.9     MT  (+/- 3 meters HH1 GPS) 
 DR5280
 DR5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7995274128(NAD 83)
 DR5280
 DR5280                          SUPERSEDED SURVEY CONTROL
 DR5280
 DR5280.No superseded survey control is available for this station.
 DR5280
 DR5280_MARKER: DD = SURVEY DISK
 DR5280_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5280_SP_SET: WING WALL
 DR5280_STAMPING: 13 P 13 2018
 DR5280_MARK LOGO: NJGS
 DR5280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5280+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2018
 DR5280
 DR5280  HISTORY     - Date     Condition        Report By
 DR5280  HISTORY     - 20180830 MONUMENTED       NJGS
 DR5280
 DR5280                          STATION DESCRIPTION
 DR5280
 DR5280'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5280'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) NORTHEAST OF MARLBORO, 8.3
 DR5280'MI (13.4 KM) NORTH-NORTHWEST OF LONG BRANCH AND 7.6 MI (12.2 KM) EAST
 DR5280'OF KEYPORT, IN MIDDLETOWN TOWNSHIP, NEAR THE LEONARDO.
 DR5280'
 DR5280'TO REACH FROM THE NORMANDY ROAD BRIDGE SPANNING NEW JERSEY STATE ROUTE
 DR5280'36, GO 0.7 MI (1.1 KM) EAST ON NEW JERSEY STATE ROUTE 36 TO THE
 DR5280'JUNCTION WITH LEONARD ROAD AND THE STATION ON THE RIGHT AT THE
 DR5280'SOUTHEAST CORNER OF THE JUNCTION.
 DR5280'
 DR5280'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST WING WALL OF THE
 DR5280'BRIDGE SPANNING WAGNER CREEK ON THE EAST SIDE OF LEONARD AVENUE, 66.8
 DR5280'FT (20.4 M) EAST-SOUTHEAST OF POLE NUMBER JC4107MDT, 49 FT (14.9 M)
 DR5280'SOUTH OF THE SOUTH CURB OF NEW JERSEY STATE ROUTE 36 SOUTHBOUND, 11.9
 DR5280'FT (3.6 M) EAST OF THE EAST CURB OF LEONARD AVENUE, 38 FT (11.6 M)
 DR5280'EAST OF THE CENTERLINE OF LEONARD AVENUE, 99.5 FT (30.3 M)
 DR5280'EAST-NORTHEAST OF POLE NUMBER BT9028MDT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5319 ***********************************************************************
 DR5319  DESIGNATION -  13 P 14
 DR5319  PID         -  DR5319
 DR5319  STATE/COUNTY-  NJ/MONMOUTH
 DR5319  COUNTRY     -  US
 DR5319  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5319
 DR5319                         *CURRENT SURVEY CONTROL
 DR5319  ______________________________________________________________________
 DR5319* NAD 83(1986) POSITION- 40 22 41.50   (N) 074 00 41.03   (W)   HD_HELD1
 DR5319* NAVD 88 ORTHO HEIGHT -     3.215 (meters)       10.55  (feet) ADJUSTED
 DR5319  ______________________________________________________________________
 DR5319  GEOID HEIGHT    -        -32.574 (meters)                     GEOID18
 DR5319  DYNAMIC HEIGHT  -          3.214 (meters)       10.54  (feet) COMP
 DR5319  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 DR5319
 DR5319  VERT ORDER      -  FIRST     CLASS II
 DR5319
 DR5319.The horizontal coordinates were determined by differentially corrected
 DR5319.hand held GPS observations or other comparable positioning techniques
 DR5319.and have an estimated accuracy of +/- 3 meters.
 DR5319
 DR5319.The orthometric height was determined by differential leveling and
 DR5319.adjusted by the NATIONAL GEODETIC SURVEY
 DR5319.in July 2020.
 DR5319
 DR5319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5319.GEOID18 height accuracy estimate available here.
 DR5319
 DR5319.Click photographs - Photos may exist for this station.
 DR5319
 DR5319.The dynamic height is computed by dividing the NAVD 88
 DR5319.geopotential number by the normal gravity value computed on the
 DR5319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5319.degrees latitude (g = 980.6199 gals.).
 DR5319
 DR5319.The modeled gravity was interpolated from observed gravity values.
 DR5319
 DR5319;                    North         East    Units  Estimated Accuracy
 DR5319;SPC NJ       -   171,618.9     191,488.5     MT  (+/- 3 meters HH1 GPS) 
 DR5319
 DR5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8392070203(NAD 83)
 DR5319
 DR5319                          SUPERSEDED SURVEY CONTROL
 DR5319
 DR5319.No superseded survey control is available for this station.
 DR5319
 DR5319_MARKER: DD = SURVEY DISK
 DR5319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5319_SP_SET: BRIDGE ABUTMENT
 DR5319_STAMPING: 13 P 14 2018
 DR5319_MARK LOGO: NJGS
 DR5319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5319+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2018
 DR5319
 DR5319  HISTORY     - Date     Condition        Report By
 DR5319  HISTORY     - 20181018 MONUMENTED       NJGS
 DR5319
 DR5319                          STATION DESCRIPTION
 DR5319
 DR5319'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5319'THE MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) NORTH OF ASBURY PARK, 10.6
 DR5319'MI (17.1 KM) EAST-SOUTHEAST OF KEYPORT AND 5.2 MI (8.4 KM) NORTH OF
 DR5319'LONG BRANCH, IN RUMSON.
 DR5319'
 DR5319'TO REACH THE STATION FROM THE INTERSECTION OF BINGHAM AVENUE AND RIVER
 DR5319'ROAD, DRIVE 0.16 MI (0.26 KM)  THE STATION IS ON THE EAST ABUTMENT OF
 DR5319'THE OCEANIC BRIDGE.
 DR5319'
 DR5319'THE STATION IS 1.5 FT (0.5 M) EAST OF THE CURB, 18.2 E OF THE
 DR5319'CENTERLINE OF BINGHAM AVENUE, 2.25 FT (0.7 M) OF THE SOUTHWEST CORNER
 DR5319'OF THE ELECTRICAL BOX, 215 FT (65.5 M) NORTH OF THE CENTERLINE OF OAK
 DR5319'TREE LANE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5354 ***********************************************************************
 DR5354  DESIGNATION -  13 P 15
 DR5354  PID         -  DR5354
 DR5354  STATE/COUNTY-  NJ/MONMOUTH
 DR5354  COUNTRY     -  US
 DR5354  USGS QUAD   -  KEYPORT (2016)
 DR5354
 DR5354                         *CURRENT SURVEY CONTROL
 DR5354  ______________________________________________________________________
 DR5354* NAD 83(1986) POSITION- 40 26 50.50   (N) 074 10 38.17   (W)   HD_HELD1
 DR5354* NAVD 88 ORTHO HEIGHT -     3.364 (meters)       11.04  (feet) ADJUSTED
 DR5354  ______________________________________________________________________
 DR5354  GEOID HEIGHT    -        -32.352 (meters)                     GEOID18
 DR5354  DYNAMIC HEIGHT  -          3.363 (meters)       11.03  (feet) COMP
 DR5354  MODELED GRAVITY -    980,223.4   (mgal)                       NAVD 88
 DR5354
 DR5354  VERT ORDER      -  FIRST     CLASS II
 DR5354
 DR5354.The horizontal coordinates were determined by differentially corrected
 DR5354.hand held GPS observations or other comparable positioning techniques
 DR5354.and have an estimated accuracy of +/- 3 meters.
 DR5354
 DR5354.The orthometric height was determined by differential leveling and
 DR5354.adjusted by the NATIONAL GEODETIC SURVEY
 DR5354.in July 2020.
 DR5354
 DR5354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5354.GEOID18 height accuracy estimate available here.
 DR5354
 DR5354.Click photographs - Photos may exist for this station.
 DR5354
 DR5354.The dynamic height is computed by dividing the NAVD 88
 DR5354.geopotential number by the normal gravity value computed on the
 DR5354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5354.degrees latitude (g = 980.6199 gals.).
 DR5354
 DR5354.The modeled gravity was interpolated from observed gravity values.
 DR5354
 DR5354;                    North         East    Units  Estimated Accuracy
 DR5354;SPC NJ       -   179,234.0     177,375.8     MT  (+/- 3 meters HH1 GPS) 
 DR5354
 DR5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6976777736(NAD 83)
 DR5354
 DR5354                          SUPERSEDED SURVEY CONTROL
 DR5354
 DR5354.No superseded survey control is available for this station.
 DR5354
 DR5354_MARKER: DD = SURVEY DISK
 DR5354_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5354_SP_SET: CURB
 DR5354_STAMPING: 13 P 15 2018
 DR5354_MARK LOGO: NJGS
 DR5354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5354+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2024
 DR5354
 DR5354  HISTORY     - Date     Condition        Report By
 DR5354  HISTORY     - 20180809 MONUMENTED       NJGS
 DR5354  HISTORY     - 20240415 GOOD             NJGS
 DR5354
 DR5354                          STATION DESCRIPTION
 DR5354
 DR5354'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5354'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF SOUTH
 DR5354'AMBOY, 6.2 MI (10.0 KM) SOUTHEAST OF PERTH AMBOY AND 1.6 MI (2.6 KM)
 DR5354'NORTHEAST OF KEYPORT, IN UNION BEACH.
 DR5354'
 DR5354'TO REACH FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 36 AND POOLE
 DR5354'AVENUE.  GO 0.45 MI (0.72 KM) NORTH-NORTHWEST ON POOLE AVENUE TO THE
 DR5354'JUNCTION WITH STONE ROAD (COUNTY ROUTE 6).  TURN LEFT AND GO 0.2 MI
 DR5354'(0.3 KM) WEST TO THE JUNCTION WITH FLORENCE AVENUE (COUNTY ROUTE 39).
 DR5354'TURN RIGHT ON FLORENCE AVENUE AND GO 0.7 MI (1.1 KM) TO THE STATION ON
 DR5354'THE LEFT.
 DR5354'
 DR5354'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CURB OF FLORENCE
 DR5354'AVENUE OPPOSITE THE CENTERLINE EXTENDED OF TENTH STREET, 31.5 FT (9.6
 DR5354'M) SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 1011 (1-STORY
 DR5354'BRICK), 13 FT (4.0 M) NORTHWEST OF THE CENTERLINE OF FLORENCE AVENUE,
 DR5354'176 FT (53.6 M) SOUTHWEST OF THE CENTERLINE OF NINTH STREET, 24 FT
 DR5354'(7.3 M) NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE NUMBER
 DR5354'1107, 73 FT (22.3 M) SOUTHWEST OF A FIRE HYDRANT.
 DR5354
 DR5354                          STATION RECOVERY (2024)
 DR5354
 DR5354'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DR5354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5381 ***********************************************************************
 DR5381  DESIGNATION -  13 P 16
 DR5381  PID         -  DR5381
 DR5381  STATE/COUNTY-  NJ/MONMOUTH
 DR5381  COUNTRY     -  US
 DR5381  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5381
 DR5381                         *CURRENT SURVEY CONTROL
 DR5381  ______________________________________________________________________
 DR5381* NAD 83(1986) POSITION- 40 20 37.64   (N) 074 02 48.85   (W)   HD_HELD1
 DR5381* NAVD 88 ORTHO HEIGHT -    14.599 (meters)       47.90  (feet) ADJUSTED
 DR5381  ______________________________________________________________________
 DR5381  GEOID HEIGHT    -        -32.556 (meters)                     GEOID18
 DR5381  DYNAMIC HEIGHT  -         14.592 (meters)       47.87  (feet) COMP
 DR5381  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 DR5381
 DR5381  VERT ORDER      -  FIRST     CLASS II
 DR5381
 DR5381.The horizontal coordinates were determined by differentially corrected
 DR5381.hand held GPS observations or other comparable positioning techniques
 DR5381.and have an estimated accuracy of +/- 3 meters.
 DR5381
 DR5381.The orthometric height was determined by differential leveling and
 DR5381.adjusted by the NATIONAL GEODETIC SURVEY
 DR5381.in July 2020.
 DR5381
 DR5381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5381.GEOID18 height accuracy estimate available here.
 DR5381
 DR5381.Click photographs - Photos may exist for this station.
 DR5381
 DR5381.The dynamic height is computed by dividing the NAVD 88
 DR5381.geopotential number by the normal gravity value computed on the
 DR5381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5381.degrees latitude (g = 980.6199 gals.).
 DR5381
 DR5381.The modeled gravity was interpolated from observed gravity values.
 DR5381
 DR5381;                    North         East    Units  Estimated Accuracy
 DR5381;SPC NJ       -   167,782.7     188,493.2     MT  (+/- 3 meters HH1 GPS) 
 DR5381
 DR5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8094766351(NAD 83)
 DR5381
 DR5381                          SUPERSEDED SURVEY CONTROL
 DR5381
 DR5381.No superseded survey control is available for this station.
 DR5381
 DR5381_MARKER: DD = SURVEY DISK
 DR5381_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5381_SP_SET: CURB
 DR5381_STAMPING: 13 P 16 2019
 DR5381_MARK LOGO: NJGS
 DR5381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5381+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2019
 DR5381
 DR5381  HISTORY     - Date     Condition        Report By
 DR5381  HISTORY     - 20190606 MONUMENTED       NJGS
 DR5381
 DR5381                          STATION DESCRIPTION
 DR5381
 DR5381'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR5381'FROMTHE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTHEAST OF KEYPORT,
 DR5381'8.7 MI (14.0 KM) NORTH-NORTHWEST OF ASBURY PARK AND 4.0 MI (6.4 KM)
 DR5381'NORTHWEST OF LONG BRANCH, IN THE BOROUGH OF LITTLE SILVER.
 DR5381'
 DR5381'TO REACH FROM THE INTERSECTION OF RUMSON ROAD (COUNTY ROUTE 520) AND
 DR5381'PROSPECT AVENUE, GO 0.3 MI (0.5 KM) NORTHWEST ON PROSPECT AVENUE TO
 DR5381'THE STATION ON THE LEFT.
 DR5381'
 DR5381'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CURB FOR THE EXIT
 DR5381'LANES FOR THE FOX HILL DEVELOPMENT AT THE T-JUNCTION OF CREST DRIVE
 DR5381'AND PROSPECT AVENUE, 26 FT (7.9 M) SOUTHWEST OF THE CENTERLINE OF
 DR5381'PROSPECT AVENUE, 54 FT (16.5 M) SOUTHEAST AND ACROSS PROSPECT AVENUE
 DR5381'FROM POLE NUMBER BT40203-40203LSB, 52 FT (15.8 M) SOUTHWEST AND ACROSS
 DR5381'PROSPECT AVENUE FROM POLE NUMBER BT40204, 13 FT (4.0 M) SOUTHWEST OF
 DR5381'THE SOUTHWEST CURB OF PROSPECT AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6322 ***********************************************************************
 KV6322  DESIGNATION -  13 P 2
 KV6322  PID         -  KV6322
 KV6322  STATE/COUNTY-  NJ/MONMOUTH
 KV6322  COUNTRY     -  US
 KV6322  USGS QUAD   -  ROOSEVELT (2019)
 KV6322
 KV6322                         *CURRENT SURVEY CONTROL
 KV6322  ______________________________________________________________________
 KV6322* NAD 83(2011) POSITION- 40 10 24.03353(N) 074 29 07.55647(W)   ADJUSTED
 KV6322* NAD 83(2011) ELLIP HT-    14.444 (meters)        (06/27/12)   ADJUSTED
 KV6322* NAD 83(2011) EPOCH   -  2010.00
 KV6322* NAVD 88 ORTHO HEIGHT -    46.889 (meters)      153.84  (feet) ADJUSTED
 KV6322  ______________________________________________________________________
 KV6322  GEOID HEIGHT    -        -32.447 (meters)                     GEOID18
 KV6322  NAD 83(2011) X  -  1,305,405.638 (meters)                     COMP
 KV6322  NAD 83(2011) Y  - -4,702,497.470 (meters)                     COMP
 KV6322  NAD 83(2011) Z  -  4,092,720.459 (meters)                     COMP
 KV6322  LAPLACE CORR    -          2.65  (seconds)                    DEFLEC18
 KV6322  DYNAMIC HEIGHT  -         46.870 (meters)      153.77  (feet) COMP
 KV6322  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 KV6322
 KV6322  VERT ORDER      -  FIRST     CLASS II
 KV6322
 KV6322  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6322  Standards:
 KV6322         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6322            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6322  -------------------------------------------------------------------
 KV6322  NETWORK    0.57   0.88           0.26   0.20   0.45      0.11638048
 KV6322  -------------------------------------------------------------------
 KV6322  Click here for local accuracies and other accuracy information.
 KV6322
 KV6322.The horizontal coordinates were established by GPS observations
 KV6322.and adjusted by the National Geodetic Survey in June 2012.
 KV6322
 KV6322.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6322.been affixed to the stable North American tectonic plate. See 
 KV6322.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6322
 KV6322.The horizontal coordinates are valid at the epoch date displayed above
 KV6322.which is a decimal equivalence of Year/Month/Day.
 KV6322
 KV6322.The orthometric height was determined by differential leveling and
 KV6322.adjusted by the NATIONAL GEODETIC SURVEY
 KV6322.in June 1991.
 KV6322
 KV6322.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6322.GEOID18 height accuracy estimate available here.
 KV6322
 KV6322.Click photographs - Photos may exist for this station.
 KV6322
 KV6322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6322
 KV6322.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6322
 KV6322.The ellipsoidal height was determined by GPS observations
 KV6322.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6322
 KV6322;                    North         East     Units Scale Factor Converg.
 KV6322;SPC NJ       -   148,759.911   151,240.712   MT  0.99990002   +0 00 33.8
 KV6322;SPC NJ       -   488,056.47    496,195.57   sFT  0.99990002   +0 00 33.8
 KV6322;UTM  18      - 4,447,123.763   543,812.173   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4381247123(NAD 83)
 KV6322
 KV6322                          SUPERSEDED SURVEY CONTROL
 KV6322
 KV6322  NAD 83(2007)-  40 10 24.03406(N)    074 29 07.55710(W) AD(2002.00) 0
 KV6322  ELLIP H (02/10/07)   14.449  (m)                       GP(2002.00)    
 KV6322  NAD 83(1996)-  40 10 24.03398(N)    074 29 07.55714(W) AD(       ) 1
 KV6322  ELLIP H (04/17/03)   14.473  (m)                       GP(       ) 3 1
 KV6322  NAVD 88              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
 KV6322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6322.See file dsdata.pdf to determine how the superseded data were derived.
 KV6322
 KV6322_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6322_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6971 ***********************************************************************
 KV6971  DESIGNATION -  13 P 4
 KV6971  PID         -  KV6971
 KV6971  STATE/COUNTY-  NJ/MONMOUTH
 KV6971  COUNTRY     -  US
 KV6971  USGS QUAD   -  FARMINGDALE (2016)
 KV6971
 KV6971                         *CURRENT SURVEY CONTROL
 KV6971  ______________________________________________________________________
 KV6971* NAD 83(2011) POSITION- 40 14 15.99773(N) 074 13 38.41310(W)   ADJUSTED
 KV6971* NAD 83(2011) ELLIP HT-     8.094 (meters)        (06/27/12)   ADJUSTED
 KV6971* NAD 83(2011) EPOCH   -  2010.00
 KV6971* NAVD 88 ORTHO HEIGHT -    40.473 (meters)      132.79  (feet) ADJUSTED
 KV6971  ______________________________________________________________________
 KV6971  GEOID HEIGHT    -        -32.406 (meters)                     GEOID18
 KV6971  NAD 83(2011) X  -  1,325,318.506 (meters)                     COMP
 KV6971  NAD 83(2011) Y  - -4,692,120.060 (meters)                     COMP
 KV6971  NAD 83(2011) Z  -  4,098,180.665 (meters)                     COMP
 KV6971  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 KV6971  DYNAMIC HEIGHT  -         40.456 (meters)      132.73  (feet) COMP
 KV6971  MODELED GRAVITY -    980,210.3   (mgal)                       NAVD 88
 KV6971
 KV6971  VERT ORDER      -  FIRST     CLASS II
 KV6971
 KV6971  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6971  Standards:
 KV6971         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6971            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6971  -------------------------------------------------------------------
 KV6971  NETWORK    0.34   0.47           0.13   0.15   0.24     -0.02658620
 KV6971  -------------------------------------------------------------------
 KV6971  Click here for local accuracies and other accuracy information.
 KV6971
 KV6971.The horizontal coordinates were established by GPS observations
 KV6971.and adjusted by the National Geodetic Survey in June 2012.
 KV6971
 KV6971.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6971.been affixed to the stable North American tectonic plate. See 
 KV6971.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6971
 KV6971.The horizontal coordinates are valid at the epoch date displayed above
 KV6971.which is a decimal equivalence of Year/Month/Day.
 KV6971
 KV6971.The orthometric height was determined by differential leveling and
 KV6971.adjusted by the NATIONAL GEODETIC SURVEY
 KV6971.in February 2016.
 KV6971
 KV6971.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6971.GEOID18 height accuracy estimate available here.
 KV6971
 KV6971.Click photographs - Photos may exist for this station.
 KV6971
 KV6971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6971
 KV6971.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6971
 KV6971.The ellipsoidal height was determined by GPS observations
 KV6971.and is referenced to NAD 83.
 KV6971
 KV6971.The dynamic height is computed by dividing the NAVD 88
 KV6971.geopotential number by the normal gravity value computed on the
 KV6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6971.degrees latitude (g = 980.6199 gals.).
 KV6971
 KV6971.The modeled gravity was interpolated from observed gravity values.
 KV6971
 KV6971. The following values were computed from the NAD 83(2011) position.
 KV6971
 KV6971;                    North         East     Units Scale Factor Converg.
 KV6971;SPC NJ       -   155,949.469   173,200.480   MT  0.99990662   +0 10 34.1
 KV6971;SPC NJ       -   511,644.22    568,241.91   sFT  0.99990662   +0 10 34.1
 KV6971;UTM  18      - 4,454,434.979   565,725.283   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6572554434(NAD 83)
 KV6971
 KV6971                          SUPERSEDED SURVEY CONTROL
 KV6971
 KV6971  NAD 83(2007)-  40 14 15.99817(N)    074 13 38.41356(W) AD(2002.00) 0
 KV6971  ELLIP H (02/10/07)    8.101  (m)                       GP(2002.00)    
 KV6971  ELLIP H (10/23/02)    8.110  (m)                       GP(       ) 4 1
 KV6971  NAD 83(1996)-  40 14 15.99804(N)    074 13 38.41385(W) AD(       ) 1
 KV6971  ELLIP H (05/14/99)    8.103  (m)                       GP(       ) 4 1
 KV6971  NAD 83(1986)-  40 14 15.99903(N)    074 13 38.41622(W) AD(       ) 1
 KV6971  NAVD 88 (05/25/11)   40.478  (m)          132.80   (f) SUPERSEDED  2 2
 KV6971  NAVD 88 (02/25/94)   40.5    (m)  GEOID93  model used  GPS OBS        
 KV6971
 KV6971.Superseded values are not recommended for survey control.
 KV6971
 KV6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6971.See file dsdata.pdf to determine how the superseded data were derived.
 KV6971
 KV6971_MARKER: DD = SURVEY DISK
 KV6971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6971_STAMPING: 13 P 4 1991
 KV6971_MARK LOGO: NJGS
 KV6971_PROJECTION: RECESSED 5 CENTIMETERS
 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 NOT SUITABLE FOR
 KV6971+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 KV6971
 KV6971  HISTORY     - Date     Condition        Report By
 KV6971  HISTORY     - 1991     MONUMENTED       NJGS
 KV6971  HISTORY     - 19921028 GOOD
 KV6971  HISTORY     - 20011015 GOOD             NJGS
 KV6971  HISTORY     - 20061102 GOOD             NJGS
 KV6971  HISTORY     - 20150317 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.
 KV6971
 KV6971                          STATION RECOVERY (2006)
 KV6971
 KV6971'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV6971'RECOVERED IN GOOD CONDITION.  NOTE--THE STATION HAS A PINE TREE TO THE
 KV6971'NORTH BLOCKING THE SKY.
 KV6971
 KV6971                          STATION RECOVERY (2015)
 KV6971
 KV6971'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6971'RECOVERED IN GOOD CONDITION.
 KV6971'
 KV6971'NOTE-ADD-THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTHWEST OF
 KV6971'FARMINGDALE, 2.9 MI (4.7 KM) EAST-SOUTHEAST OF FREEHOLD AND 2.1 MI
 KV6971'(3.4 KM) NORTHEAST OF ADELPHIA, IN HOWELL TOWNSHIP.
 KV6971'
 KV6971'THE STATION IS 6.5 FT (2.0 M) NORTHEAST OF THE EAST CURB OF NEW JERSEY
 KV6971'STATE HIGHWAY 33 (BUSINESS, 9.5 FT (2.9 M) SOUTHWEST OF THE NORTHERLY
 KV6971'END 6 INCH WOODEN POST FOR A FENCE11 FT SOUTHEAST OF THE CENTER OF AN
 KV6971'INLET HOOD PIECE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5239 ***********************************************************************
 AA5239  DESIGNATION -  13 P 5
 AA5239  PID         -  AA5239
 AA5239  STATE/COUNTY-  NJ/MONMOUTH
 AA5239  COUNTRY     -  US
 AA5239  USGS QUAD   -  LONG BRANCH WEST (2016)
 AA5239
 AA5239                         *CURRENT SURVEY CONTROL
 AA5239  ______________________________________________________________________
 AA5239* NAD 83(2011) POSITION- 40 15 33.08397(N) 074 03 29.82132(W)   ADJUSTED
 AA5239* NAD 83(2011) ELLIP HT-   -10.570 (meters)        (06/27/12)   ADJUSTED
 AA5239* NAD 83(2011) EPOCH   -  2010.00
 AA5239* NAVD 88 ORTHO HEIGHT -    22.1   (meters)       73.    (feet) GPS OBS
 AA5239  ______________________________________________________________________
 AA5239  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5239  GEOID HEIGHT    -         -32.95 (meters)                     GEOID93
 AA5239  GEOID HEIGHT    -        -32.675 (meters)                     GEOID18
 AA5239  NAD 83(2011) X  -  1,338,731.137 (meters)                     COMP
 AA5239  NAD 83(2011) Y  - -4,686,698.404 (meters)                     COMP
 AA5239  NAD 83(2011) Z  -  4,099,983.361 (meters)                     COMP
 AA5239  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC18
 AA5239
 AA5239  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5239  Standards:
 AA5239         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5239            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5239  -------------------------------------------------------------------
 AA5239  NETWORK    0.40   0.63           0.18   0.14   0.32     -0.02912421
 AA5239  -------------------------------------------------------------------
 AA5239  Click here for local accuracies and other accuracy information.
 AA5239
 AA5239.The horizontal coordinates were established by GPS observations
 AA5239.and adjusted by the National Geodetic Survey in June 2012.
 AA5239
 AA5239.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5239.been affixed to the stable North American tectonic plate. See 
 AA5239.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5239
 AA5239.The horizontal coordinates are valid at the epoch date displayed above
 AA5239.which is a decimal equivalence of Year/Month/Day.
 AA5239
 AA5239.The orthometric height was determined by GPS observations and a
 AA5239.high-resolution geoid model.
 AA5239
 AA5239.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5239.GEOID18 height accuracy estimate available here.
 AA5239
 AA5239.Click photographs - Photos may exist for this station.
 AA5239
 AA5239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5239
 AA5239.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5239
 AA5239.The ellipsoidal height was determined by GPS observations
 AA5239.and is referenced to NAD 83.
 AA5239
 AA5239. The following values were computed from the NAD 83(2011) position.
 AA5239
 AA5239;                    North         East     Units Scale Factor Converg.
 AA5239;SPC NJ       -   158,384.840   187,573.161   MT  0.99991737   +0 17 07.7
 AA5239;SPC NJ       -   519,634.26    615,396.28   sFT  0.99991737   +0 17 07.7
 AA5239;UTM  18      - 4,456,950.736   580,080.471   MT  0.99967894   +0 36 31.0
 AA5239
 AA5239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5239!SPC NJ       -   1.00000166  x   0.99991737  =   0.99991903
 AA5239!UTM  18      -   1.00000166  x   0.99967894  =   0.99968060
 AA5239
 AA5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8008056950(NAD 83)
 AA5239
 AA5239                          SUPERSEDED SURVEY CONTROL
 AA5239
 AA5239  NAD 83(2007)-  40 15 33.08439(N)    074 03 29.82177(W) AD(2002.00) 0
 AA5239  ELLIP H (02/10/07)  -10.561  (m)                       GP(2002.00)    
 AA5239  ELLIP H (10/23/02)  -10.546  (m)                       GP(       ) 4 1
 AA5239  NAD 83(1996)-  40 15 33.08426(N)    074 03 29.82182(W) AD(       ) 1
 AA5239  ELLIP H (05/14/99)  -10.562  (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)  -10.575  (m)                       GP(       ) 3 1
 AA5239
 AA5239.Superseded values are not recommended for survey control.
 AA5239
 AA5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5239.See file dsdata.pdf to determine how the superseded data were derived.
 AA5239
 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_PROJECTION: FLUSH
 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 - June 09, 2021
 AA5239
 AA5239  HISTORY     - Date     Condition        Report By
 AA5239  HISTORY     - 1993     MONUMENTED       NJGS
 AA5239  HISTORY     - 20030110 GOOD             NJGS
 AA5239  HISTORY     - 20210609 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.
 AA5239
 AA5239                          STATION RECOVERY (2021)
 AA5239
 AA5239'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 AA5239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6572 ***********************************************************************
 DK6572  DESIGNATION -  13 P 6
 DK6572  PID         -  DK6572
 DK6572  STATE/COUNTY-  NJ/MONMOUTH
 DK6572  COUNTRY     -  US
 DK6572  USGS QUAD   -  FREEHOLD (2019)
 DK6572
 DK6572                         *CURRENT SURVEY CONTROL
 DK6572  ______________________________________________________________________
 DK6572* NAD 83(1986) POSITION- 40 15 00.71   (N) 074 16 26.53   (W)   HD_HELD1
 DK6572* NAVD 88 ORTHO HEIGHT -    47.473 (meters)      155.75  (feet) ADJUSTED
 DK6572  ______________________________________________________________________
 DK6572  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 DK6572  DYNAMIC HEIGHT  -         47.454 (meters)      155.69  (feet) COMP
 DK6572  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 DK6572
 DK6572  VERT ORDER      -  SECOND    CLASS II
 DK6572
 DK6572.The horizontal coordinates were determined by differentially corrected
 DK6572.hand held GPS observations or other comparable positioning techniques
 DK6572.and have an estimated accuracy of +/- 3 meters.
 DK6572
 DK6572.The orthometric height was determined by differential leveling and
 DK6572.adjusted by the NATIONAL GEODETIC SURVEY
 DK6572.in May 2011.
 DK6572
 DK6572.No vertical observational check was made to the station.
 DK6572
 DK6572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6572.GEOID18 height accuracy estimate available here.
 DK6572
 DK6572.Click photographs - Photos may exist for this station.
 DK6572
 DK6572.The dynamic height is computed by dividing the NAVD 88
 DK6572.geopotential number by the normal gravity value computed on the
 DK6572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6572.degrees latitude (g = 980.6199 gals.).
 DK6572
 DK6572.The modeled gravity was interpolated from observed gravity values.
 DK6572
 DK6572;                    North         East    Units  Estimated Accuracy
 DK6572;SPC NJ       -   157,317.3     169,223.4     MT  (+/- 3 meters HH1 GPS) 
 DK6572
 DK6572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6174155780(NAD 83)
 DK6572
 DK6572                          SUPERSEDED SURVEY CONTROL
 DK6572
 DK6572.No superseded survey control is available for this station.
 DK6572
 DK6572_MARKER: DD = SURVEY DISK
 DK6572_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6572_SP_SET: MANHOLE FOUNDATION
 DK6572_STAMPING: 13 P 6 2006
 DK6572_MARK LOGO: NJGS
 DK6572_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6572+STABILITY: SURFACE MOTION
 DK6572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6572+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2018
 DK6572
 DK6572  HISTORY     - Date     Condition        Report By
 DK6572  HISTORY     - 20061102 MONUMENTED       NJGS
 DK6572  HISTORY     - 20180515 GOOD             NJGS
 DK6572
 DK6572                          STATION DESCRIPTION
 DK6572
 DK6572'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6572'THE STATION IS LOCATED IN THE BOROUGH OF FREEHOLD.  SET IN A DRILL
 DK6572'HOLE IN THE CONCRETE RIM FOR A RECTANGULAR ELECTRIC MANHOLE ON THE
 DK6572'NORTHEAST CORNER OF SOUTH STREET (NJ STATE ROUTE 79) AND PARK AVENUE
 DK6572'(NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD.
 DK6572'
 DK6572'THE STATION IS 13.6 FT (4.1 M) WEST OF POLE NUMBER BT481FB, 58.2 FT
 DK6572'(17.7 M) EAST OF THE EAST CURBLINE EXTENDED OF SOUTH STREET, 1.0 FT
 DK6572'(0.3 M) NORTH OF THE NORTH CURBLINE OF PARK AVENUE (NJ STATE ROUTE 33
 DK6572'BUSINESS), 48.0 FT (14.6 M) SOUTHEAST OF A FLAG POLE FOR THE BANK.
 DK6572
 DK6572                          STATION RECOVERY (2018)
 DK6572
 DK6572'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DK6572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7185 ***********************************************************************
 DM7185  DESIGNATION -  13 P 7
 DM7185  PID         -  DM7185
 DM7185  STATE/COUNTY-  NJ/MONMOUTH
 DM7185  COUNTRY     -  US
 DM7185  USGS QUAD   -  ASBURY PARK (2019)
 DM7185
 DM7185                         *CURRENT SURVEY CONTROL
 DM7185  ______________________________________________________________________
 DM7185* NAD 83(1986) POSITION- 40 11 45.83   (N) 074 01 13.37   (W)   HD_HELD1
 DM7185* NAVD 88 ORTHO HEIGHT -     3.963 (meters)       13.00  (feet) ADJUSTED
 DM7185  ______________________________________________________________________
 DM7185  GEOID HEIGHT    -        -32.875 (meters)                     GEOID18
 DM7185  DYNAMIC HEIGHT  -          3.961 (meters)       13.00  (feet) COMP
 DM7185  MODELED GRAVITY -    980,168.4   (mgal)                       NAVD 88
 DM7185
 DM7185  VERT ORDER      -  FIRST     CLASS II
 DM7185
 DM7185.The horizontal coordinates were determined by differentially corrected
 DM7185.hand held GPS observations or other comparable positioning techniques
 DM7185.and have an estimated accuracy of +/- 3 meters.
 DM7185
 DM7185.The orthometric height was determined by differential leveling and
 DM7185.adjusted by the NATIONAL GEODETIC SURVEY
 DM7185.in May 2011.
 DM7185
 DM7185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7185.GEOID18 height accuracy estimate available here.
 DM7185
 DM7185.Click photographs - Photos may exist for this station.
 DM7185
 DM7185.The dynamic height is computed by dividing the NAVD 88
 DM7185.geopotential number by the normal gravity value computed on the
 DM7185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7185.degrees latitude (g = 980.6199 gals.).
 DM7185
 DM7185.The modeled gravity was interpolated from observed gravity values.
 DM7185
 DM7185;                    North         East    Units  Estimated Accuracy
 DM7185;SPC NJ       -   151,392.8     190,835.2     MT  (+/- 3 meters HH1 GPS) 
 DM7185
 DM7185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8338149978(NAD 83)
 DM7185
 DM7185                          SUPERSEDED SURVEY CONTROL
 DM7185
 DM7185.No superseded survey control is available for this station.
 DM7185
 DM7185_MARKER: DD = SURVEY DISK
 DM7185_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7185_SP_SET: RETAINING WALL
 DM7185_STAMPING: 13 P 7 2008
 DM7185_MARK LOGO: NJGS
 DM7185_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7185+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DM7185
 DM7185  HISTORY     - Date     Condition        Report By
 DM7185  HISTORY     - 20080509 MONUMENTED       NJGS
 DM7185  HISTORY     - 20180709 GOOD             NJGS
 DM7185
 DM7185                          STATION DESCRIPTION
 DM7185
 DM7185'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7185'THE STATION IS LOCATED IN AVON-BY-THE-SEA, SET IN A DRILL HOLE AT THE
 DM7185'SOUTH END OF THE WEST RETAINING WALL ON THE EAST SIDE OF MAIN STREET
 DM7185'(NJ ROUTE 71) AT SYLVAN LAKE.
 DM7185'
 DM7185'THE STATION IS 15.3 FT (4.7 M) EAST OF THE EAST CURB OF ROUTE 71, 40.0
 DM7185'FT (12.2 M) NORTH OF THE CENTERLINE OF LAKESIDE AVENUE, 122 FT (37.2
 DM7185'M) SOUTH OF THE CENTER WEIR OF SYLVAN LAKE SPILLWAY, 5.5 FT (1.7 M)
 DM7185'NORTH OF THE SOUTH END OF THE RAIL, 24.8 FT (7.6 M) MW OF A WOOD
 DM7185'UTILITY POLE FOR THE AVON BAPTIST CHURCH SIGN.
 DM7185'
 DM7185'THE STATION IS FLUSH WITH THE GROUND, BEHIND THE GUARD RAIL.
 DM7185
 DM7185                          STATION RECOVERY (2018)
 DM7185
 DM7185'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM7185'THE STATION IS 35 FT (10.7 M) SOUTH OF A SIDEWALK LAMP POST NUMBER 17,
 DM7185'23.4 FT (7.1 M) NORTHEAST OF A STREET SIGN (LAKESIDE AVENUE), 1 FT
 DM7185'(0.3 M) BELOW THE SIDEWALK LEVEL AND LEVEL WITH THE GRASS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7212 ***********************************************************************
 DM7212  DESIGNATION -  13 P 8
 DM7212  PID         -  DM7212
 DM7212  STATE/COUNTY-  NJ/MONMOUTH
 DM7212  COUNTRY     -  US
 DM7212  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7212
 DM7212                         *CURRENT SURVEY CONTROL
 DM7212  ______________________________________________________________________
 DM7212* NAD 83(1986) POSITION- 40 18 26.50   (N) 074 06 22.99   (W)   HD_HELD1
 DM7212* NAVD 88 ORTHO HEIGHT -    22.296 (meters)       73.15  (feet) ADJUSTED
 DM7212  ______________________________________________________________________
 DM7212  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 DM7212  DYNAMIC HEIGHT  -         22.286 (meters)       73.12  (feet) COMP
 DM7212  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 DM7212
 DM7212  VERT ORDER      -  FIRST     CLASS II
 DM7212
 DM7212.The horizontal coordinates were determined by differentially corrected
 DM7212.hand held GPS observations or other comparable positioning techniques
 DM7212.and have an estimated accuracy of +/- 3 meters.
 DM7212
 DM7212.The orthometric height was determined by differential leveling and
 DM7212.adjusted by the NATIONAL GEODETIC SURVEY
 DM7212.in May 2011.
 DM7212
 DM7212.No vertical observational check was made to the station.
 DM7212
 DM7212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7212.GEOID18 height accuracy estimate available here.
 DM7212
 DM7212.Click photographs - Photos may exist for this station.
 DM7212
 DM7212.The dynamic height is computed by dividing the NAVD 88
 DM7212.geopotential number by the normal gravity value computed on the
 DM7212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7212.degrees latitude (g = 980.6199 gals.).
 DM7212
 DM7212.The modeled gravity was interpolated from observed gravity values.
 DM7212
 DM7212;                    North         East    Units  Estimated Accuracy
 DM7212;SPC NJ       -   163,714.0     183,457.7     MT  (+/- 3 meters HH1 GPS) 
 DM7212
 DM7212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7593662255(NAD 83)
 DM7212
 DM7212                          SUPERSEDED SURVEY CONTROL
 DM7212
 DM7212.No superseded survey control is available for this station.
 DM7212
 DM7212_MARKER: DD = SURVEY DISK
 DM7212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7212_SP_SET: ELECTRIC MANHOLE BASE
 DM7212_STAMPING: 13 P 8 2008
 DM7212_MARK LOGO: NJGS
 DM7212_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7212+STABILITY: SURFACE MOTION
 DM7212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7212+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 DM7212
 DM7212  HISTORY     - Date     Condition        Report By
 DM7212  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7212  HISTORY     - 20141112 GOOD             NJGS
 DM7212  HISTORY     - 20190225 GOOD             NJGS
 DM7212
 DM7212                          STATION DESCRIPTION
 DM7212
 DM7212'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7212'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, SET IN A DRILL HOLE IN
 DM7212'THE SOUTHEAST CORNER OF AN ELECTRICAL MANHOLE JUNCTION BOX IN THE
 DM7212'SOUTHEAST CORNER OF A BRICK PAVED TRIANGULAR SHAPED TRAFFIC ISLAND AT
 DM7212'THE JUNCTION OF COUNTY HIGHWAY 537 AND SWIMMING RIVER ROAD (COUNTY
 DM7212'ROAD 50) AND TILTON ROAD.
 DM7212'
 DM7212'THE STATION IS 9.3 FT (2.8 M) EAST OF THE EAST CURB OF SWIMMING RIVER
 DM7212'ROAD, 15.2 FT (4.6 M) NORTH OF THE NORTH CURB OF COUNTY ROAD 537, 7.4
 DM7212'FT (2.3 M) NORTH OF A TRAFFIC SIGNAL, 59.4 FT (18.1 M) SOUTHWEST OF
 DM7212'THE SOUTHWEST CURB OF THE EXIT LANE OF THE SOUTHBOUND ROUTE 537 ONTO
 DM7212'THE WESTBOUND LANES OF SWIMMING RIVER ROAD, 15.4 FT (4.7 M) SOUTH OF A
 DM7212'SIGN (NO TURNS) WITH A WITNESS SIGN ATTACHED.
 DM7212
 DM7212                          STATION RECOVERY (2014)
 DM7212
 DM7212'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DM7212'RECOVERED AS DESCRIBED.
 DM7212
 DM7212                          STATION RECOVERY (2019)
 DM7212
 DM7212'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DM7212'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5802 ***********************************************************************
 DP5802  DESIGNATION -  13 P 9
 DP5802  PID         -  DP5802
 DP5802  STATE/COUNTY-  NJ/MONMOUTH
 DP5802  COUNTRY     -  US
 DP5802  USGS QUAD   -  FREEHOLD (2019)
 DP5802
 DP5802                         *CURRENT SURVEY CONTROL
 DP5802  ______________________________________________________________________
 DP5802* NAD 83(1986) POSITION- 40 15 46.56   (N) 074 19 11.05   (W)   HD_HELD1
 DP5802* NAVD 88 ORTHO HEIGHT -    48.245 (meters)      158.28  (feet) ADJUSTED
 DP5802  ______________________________________________________________________
 DP5802  GEOID HEIGHT    -        -32.358 (meters)                     GEOID18
 DP5802  DYNAMIC HEIGHT  -         48.225 (meters)      158.22  (feet) COMP
 DP5802  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 DP5802
 DP5802  VERT ORDER      -  FIRST     CLASS II
 DP5802
 DP5802.The horizontal coordinates were determined by differentially corrected
 DP5802.hand held GPS observations or other comparable positioning techniques
 DP5802.and have an estimated accuracy of +/- 3 meters.
 DP5802
 DP5802.The orthometric height was determined by differential leveling and
 DP5802.adjusted by the NATIONAL GEODETIC SURVEY
 DP5802.in April 2015.
 DP5802
 DP5802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5802.GEOID18 height accuracy estimate available here.
 DP5802
 DP5802.Click photographs - Photos may exist for this station.
 DP5802
 DP5802.The dynamic height is computed by dividing the NAVD 88
 DP5802.geopotential number by the normal gravity value computed on the
 DP5802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5802.degrees latitude (g = 980.6199 gals.).
 DP5802
 DP5802.The modeled gravity was interpolated from observed gravity values.
 DP5802
 DP5802;                    North         East    Units  Estimated Accuracy
 DP5802;SPC NJ       -   158,722.4     165,332.7     MT  (+/- 3 meters HH1 GPS) 
 DP5802
 DP5802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5784457162(NAD 83)
 DP5802
 DP5802                          SUPERSEDED SURVEY CONTROL
 DP5802
 DP5802.No superseded survey control is available for this station.
 DP5802
 DP5802_MARKER: DD = SURVEY DISK
 DP5802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5802_STAMPING: 13 P 9 2013
 DP5802_MARK LOGO: NJGS
 DP5802_PROJECTION: RECESSED 5 CENTIMETERS
 DP5802_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5802+STABILITY: SURFACE MOTION
 DP5802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5802+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 DP5802
 DP5802  HISTORY     - Date     Condition        Report By
 DP5802  HISTORY     - 20130507 MONUMENTED       NJGS
 DP5802  HISTORY     - 20160415 GOOD             NJGS
 DP5802
 DP5802                          STATION DESCRIPTION
 DP5802
 DP5802'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5802'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF MARLBORO,
 DP5802'4.4 MI (7.1 KM) NORTHWEST OF ADELPHIA AND 2.5 MI (4.0 KM) WEST OF
 DP5802'FREEHOLD.
 DP5802'
 DP5802'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP, ON THE GROUNDS OF THE
 DP5802'MONMOUTH BATTLEGROUND STATE PARK.
 DP5802'
 DP5802'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 9 AND NJ BUSINESS
 DP5802'ROUTE 33, GO 1.6 MI (2.6 KM) WEST ON NJ BUSINESS ROUTE 33 TO THE
 DP5802'ENTRANCE TO THE PARK.  TURN RIGHT AND GO 0.6 MI (1.0 KM) NORTH ON THE
 DP5802'PARK ROAD LEADING TO THE VISITORS CENTER TO THE STATION ON THE RIGHT.
 DP5802'
 DP5802'THE STATION IS 28.0 M (8.5 FT) NORTHEAST OF A 18 INCH (46 CM) PINE
 DP5802'TREE OF THE EAST SIDE OF THE DRIVE, 30.2 FT (9.2 M) SOUTHEAST OF THE
 DP5802'NORTH CORNER OF A 6 FT (1.8 M) BY 4 FT (1.2 M) JUNCTION BOX, 42.3 FT
 DP5802'(12.9 M) EAST OF A FIRE HYDRANT, 80.4 FT (24.5 M) SOUTHWEST FROM THE
 DP5802'GENERAL VON STEUBEN MEMORIAL MONUMENT.
 DP5802
 DP5802                          STATION RECOVERY (2016)
 DP5802
 DP5802'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP5802'THE STATION IS 45.5 FT (13.9 M) EAST OF THE CURB, 169 FT (51.5 M)
 DP5802'SOUTHEAST OF THE SOUTHERLY OF TWO FLAG POLES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7883 ***********************************************************************
 DP7883  DESIGNATION -  13 P 9
 DP7883  PID         -  DP7883
 DP7883  STATE/COUNTY-  NJ/MONMOUTH
 DP7883  COUNTRY     -  US
 DP7883  USGS QUAD   -  ASBURY PARK (2019)
 DP7883
 DP7883                         *CURRENT SURVEY CONTROL
 DP7883  ______________________________________________________________________
 DP7883* NAD 83(1986) POSITION- 40 09 25.21   (N) 074 05 59.33   (W)   HD_HELD1
 DP7883* NAVD 88 ORTHO HEIGHT -    25.880 (meters)       84.91  (feet) ADJUSTED
 DP7883  ______________________________________________________________________
 DP7883  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 DP7883  DYNAMIC HEIGHT  -         25.868 (meters)       84.87  (feet) COMP
 DP7883  MODELED GRAVITY -    980,170.6   (mgal)                       NAVD 88
 DP7883
 DP7883  VERT ORDER      -  FIRST     CLASS II
 DP7883
 DP7883.The horizontal coordinates were determined by differentially corrected
 DP7883.hand held GPS observations or other comparable positioning techniques
 DP7883.and have an estimated accuracy of +/- 3 meters.
 DP7883
 DP7883.The orthometric height was determined by differential leveling and
 DP7883.adjusted by the NATIONAL GEODETIC SURVEY
 DP7883.in September 2015.
 DP7883
 DP7883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7883.GEOID18 height accuracy estimate available here.
 DP7883
 DP7883.Click photographs - Photos may exist for this station.
 DP7883
 DP7883.The dynamic height is computed by dividing the NAVD 88
 DP7883.geopotential number by the normal gravity value computed on the
 DP7883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7883.degrees latitude (g = 980.6199 gals.).
 DP7883
 DP7883.The modeled gravity was interpolated from observed gravity values.
 DP7883
 DP7883;                    North         East    Units  Estimated Accuracy
 DP7883;SPC NJ       -   147,022.4     184,091.7     MT  (+/- 3 meters HH1 GPS) 
 DP7883
 DP7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7666345571(NAD 83)
 DP7883
 DP7883                          SUPERSEDED SURVEY CONTROL
 DP7883
 DP7883.No superseded survey control is available for this station.
 DP7883
 DP7883_MARKER: DD = SURVEY DISK
 DP7883_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP7883_SP_SET: ELECTRICAL BOX FOUNDATION
 DP7883_STAMPING: 13 P 9 2013
 DP7883_MARK LOGO: NJGS
 DP7883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7883+STABILITY: SURFACE MOTION
 DP7883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7883+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2013
 DP7883
 DP7883  HISTORY     - Date     Condition        Report By
 DP7883  HISTORY     - 20130629 MONUMENTED       NJGS
 DP7883
 DP7883                          STATION DESCRIPTION
 DP7883
 DP7883'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7883'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH-NORTHWEST OF POINT
 DP7883'PLEASANT, 5.3 MI (8.5 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH AND
 DP7883'4.6 MI (7.4 KM) SOUTHEAST OF FARMINGDALE.  THE STATION IS LOCATED IN
 DP7883'WALL TOWNSHIP.
 DP7883'
 DP7883'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 DP7883'FOUNDATION FOR A 5 FT (1.5 M) HIGH ALUMINUM ELECTRICAL BOX (NUMBER
 DP7883'1307103) IN A TRIANGULAR SHAPED TRAFFIC ISLAND ON THE NORTHWEST CORNER
 DP7883'OF THE JUNCTION OF ALLENWOOD ROAD AND NJ STATE HIGHWAY 34 SOUTHBOUND
 DP7883'LANES AND THE EXIT RAMP FROM THE ROUTE 34 SOUTHBOUND LANES ONTO
 DP7883'ALLENWOOD DRIVE.
 DP7883'
 DP7883'IT IS 62.3 FT (19.0 M) SOUTH-SOUTHWEST OF THE NORTH NOSE OF THE
 DP7883'ISLAND, 27.9 FT (8.5 M) SOUTHEAST OF THE SOUTHEAST CURB OF THE RAMP,
 DP7883'26.0 FT (7.9 M) NORTHWEST OF A TRAFFIC SIGNAL, 21.7 FT (6.6 M) WEST OF
 DP7883'THE WEST CURB OF THE SOUTHBOUND LANES OF ROUTE 35 AND 1.5 FT (0.5 M)
 DP7883'SOUTH OF THE SOUTHEAST CORNER OF THE ELECTRICAL BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6236 ***********************************************************************
 KV6236  DESIGNATION -  13 Q 1
 KV6236  PID         -  KV6236
 KV6236  STATE/COUNTY-  NJ/MONMOUTH
 KV6236  COUNTRY     -  US
 KV6236  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6236
 KV6236                         *CURRENT SURVEY CONTROL
 KV6236  ______________________________________________________________________
 KV6236* NAD 83(2011) POSITION- 40 24 53.78272(N) 074 05 40.54734(W)   ADJUSTED
 KV6236* NAD 83(2011) ELLIP HT-   -26.899 (meters)        (06/27/12)   ADJUSTED
 KV6236* NAD 83(2011) EPOCH   -  2010.00
 KV6236* NAVD 88 ORTHO HEIGHT -     5.5   (meters)       18.    (feet) GPS OBS
 KV6236  ______________________________________________________________________
 KV6236  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6236  GEOID HEIGHT    -        -32.660 (meters)                     GEOID93
 KV6236  GEOID HEIGHT    -        -32.389 (meters)                     GEOID18
 KV6236  NAD 83(2011) X  -  1,332,689.288 (meters)                     COMP
 KV6236  NAD 83(2011) Y  - -4,676,768.051 (meters)                     COMP
 KV6236  NAD 83(2011) Z  -  4,113,155.565 (meters)                     COMP
 KV6236  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 KV6236
 KV6236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6236  Standards:
 KV6236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6236  -------------------------------------------------------------------
 KV6236  NETWORK    0.61   0.82           0.25   0.25   0.42      0.04627341
 KV6236  -------------------------------------------------------------------
 KV6236  Click here for local accuracies and other accuracy information.
 KV6236
 KV6236.The horizontal coordinates were established by GPS observations
 KV6236.and adjusted by the National Geodetic Survey in June 2012.
 KV6236
 KV6236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6236.been affixed to the stable North American tectonic plate. See 
 KV6236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6236
 KV6236.The horizontal coordinates are valid at the epoch date displayed above
 KV6236.which is a decimal equivalence of Year/Month/Day.
 KV6236
 KV6236.The orthometric height was determined by GPS observations and a
 KV6236.high-resolution geoid model.
 KV6236
 KV6236.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6236.GEOID18 height accuracy estimate available here.
 KV6236
 KV6236.Click photographs - Photos may exist for this station.
 KV6236
 KV6236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6236
 KV6236.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6236
 KV6236.The ellipsoidal height was determined by GPS observations
 KV6236.and is referenced to NAD 83.
 KV6236
 KV6236. The following values were computed from the NAD 83(2011) position.
 KV6236
 KV6236;                    North         East     Units Scale Factor Converg.
 KV6236;SPC NJ       -   175,663.041   184,405.121   MT  0.99991457   +0 15 46.2
 KV6236;SPC NJ       -   576,321.16    605,002.47   sFT  0.99991457   +0 15 46.2
 KV6236;UTM  18      - 4,474,206.618   576,815.661   MT  0.99967263   +0 35 13.3
 KV6236
 KV6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6236!SPC NJ       -   1.00000422  x   0.99991457  =   0.99991879
 KV6236!UTM  18      -   1.00000422  x   0.99967263  =   0.99967685
 KV6236
 KV6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7681574206(NAD 83)
 KV6236
 KV6236                          SUPERSEDED SURVEY CONTROL
 KV6236
 KV6236  NAD 83(2007)-  40 24 53.78313(N)    074 05 40.54779(W) AD(2002.00) 0
 KV6236  ELLIP H (02/10/07)  -26.883  (m)                       GP(2002.00)    
 KV6236  ELLIP H (10/23/02)  -26.867  (m)                       GP(       ) 4 1
 KV6236  NAD 83(1996)-  40 24 53.78317(N)    074 05 40.54807(W) AD(       ) 1
 KV6236  ELLIP H (05/14/99)  -26.880  (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)  -26.947  (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)  RAPSU86  model used  GPS OBS        
 KV6236
 KV6236.Superseded values are not recommended for survey control.
 KV6236
 KV6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6236.See file dsdata.pdf to determine how the superseded data were derived.
 KV6236
 KV6236_MARKER: DD = SURVEY DISK
 KV6236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DP5806 ***********************************************************************
 DP5806  DESIGNATION -  13 Q 10
 DP5806  PID         -  DP5806
 DP5806  STATE/COUNTY-  NJ/MONMOUTH
 DP5806  COUNTRY     -  US
 DP5806  USGS QUAD   -  FREEHOLD (2019)
 DP5806
 DP5806                         *CURRENT SURVEY CONTROL
 DP5806  ______________________________________________________________________
 DP5806* NAD 83(1986) POSITION- 40 15 07.45   (N) 074 19 12.37   (W)   HD_HELD1
 DP5806* NAVD 88 ORTHO HEIGHT -    51.125 (meters)      167.73  (feet) ADJUSTED
 DP5806  ______________________________________________________________________
 DP5806  GEOID HEIGHT    -        -32.356 (meters)                     GEOID18
 DP5806  DYNAMIC HEIGHT  -         51.104 (meters)      167.66  (feet) COMP
 DP5806  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 DP5806
 DP5806  VERT ORDER      -  FIRST     CLASS II
 DP5806
 DP5806.The horizontal coordinates were determined by differentially corrected
 DP5806.hand held GPS observations or other comparable positioning techniques
 DP5806.and have an estimated accuracy of +/- 3 meters.
 DP5806
 DP5806.The orthometric height was determined by differential leveling and
 DP5806.adjusted by the NATIONAL GEODETIC SURVEY
 DP5806.in April 2015.
 DP5806
 DP5806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5806.GEOID18 height accuracy estimate available here.
 DP5806
 DP5806.Click photographs - Photos may exist for this station.
 DP5806
 DP5806.The dynamic height is computed by dividing the NAVD 88
 DP5806.geopotential number by the normal gravity value computed on the
 DP5806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5806.degrees latitude (g = 980.6199 gals.).
 DP5806
 DP5806.The modeled gravity was interpolated from observed gravity values.
 DP5806
 DP5806;                    North         East    Units  Estimated Accuracy
 DP5806;SPC NJ       -   157,516.2     165,304.0     MT  (+/- 3 meters HH1 GPS) 
 DP5806
 DP5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5782255956(NAD 83)
 DP5806
 DP5806                          SUPERSEDED SURVEY CONTROL
 DP5806
 DP5806.No superseded survey control is available for this station.
 DP5806
 DP5806_MARKER: DD = SURVEY DISK
 DP5806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5806_STAMPING: 13 Q 10 60+00 58 R
 DP5806_MARK LOGO: NJGS
 DP5806_PROJECTION: RECESSED 10 CENTIMETERS
 DP5806_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5806+STABILITY: SURFACE MOTION
 DP5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5806+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2023
 DP5806
 DP5806  HISTORY     - Date     Condition        Report By
 DP5806  HISTORY     - UNK      MONUMENTED       NJDT
 DP5806  HISTORY     - 20131015 GOOD             NJGS
 DP5806  HISTORY     - 20230714 GOOD             NJGS
 DP5806
 DP5806                          STATION DESCRIPTION
 DP5806
 DP5806'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5806'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF MARLBORO,
 DP5806'4.6 MI (7.4 KM) WEST-NORTHWEST OF ADELPHIA AND 3.0 MI (4.8 KM) WEST OF
 DP5806'FREEHOLD, IN MANALAPAN TOWNSHIP.
 DP5806'
 DP5806'THE STATION IS SET ON THE SOUTH SIDE OF NJ ROUTE 33, ABOUT 0.5 MI (0.8
 DP5806'KM) EAST OF THE RAMP OVER NJ ROUTE 33, LEADING TO NJ ROUTE 33
 DP5806'BUSINESS.
 DP5806'
 DP5806'THE STATION IS 251 FT (76.5 M) EAST OF THE CENTER OF AN INLET FOR THE
 DP5806'EASTBOUND LANES, 478.7 FT (145.9 M) WEST OF THE RANGE OF A SIGN
 DP5806'(ENTERING TOWNSHIP OF FREEHOLD), 41 FT (12.5 M) NORTH OF A CHAIN LINK
 DP5806'FENCE, 1.7 FT (0.5 M) SOUTH OF THE SOUTH EDGE OF THE EAST BOUND LANES.
 DP5806
 DP5806                          STATION RECOVERY (2023)
 DP5806
 DP5806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (FA)
 DP5806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9963 ***********************************************************************
 DP9963  DESIGNATION -  13 Q 11
 DP9963  PID         -  DP9963
 DP9963  STATE/COUNTY-  NJ/MONMOUTH
 DP9963  COUNTRY     -  US
 DP9963  USGS QUAD   -  KEYPORT (2016)
 DP9963
 DP9963                         *CURRENT SURVEY CONTROL
 DP9963  ______________________________________________________________________
 DP9963* NAD 83(1986) POSITION- 40 23 42.89   (N) 074 13 23.94   (W)   HD_HELD1
 DP9963* NAVD 88 ORTHO HEIGHT -    29.208 (meters)       95.83  (feet) ADJUSTED
 DP9963  ______________________________________________________________________
 DP9963  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 DP9963  DYNAMIC HEIGHT  -         29.196 (meters)       95.79  (feet) COMP
 DP9963  MODELED GRAVITY -    980,221.0   (mgal)                       NAVD 88
 DP9963
 DP9963  VERT ORDER      -  FIRST     CLASS II
 DP9963
 DP9963.The horizontal coordinates were determined by differentially corrected
 DP9963.hand held GPS observations or other comparable positioning techniques
 DP9963.and have an estimated accuracy of +/- 3 meters.
 DP9963
 DP9963.The orthometric height was determined by differential leveling and
 DP9963.adjusted by the NATIONAL GEODETIC SURVEY
 DP9963.in February 2016.
 DP9963
 DP9963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9963.GEOID18 height accuracy estimate available here.
 DP9963
 DP9963.Click photographs - Photos may exist for this station.
 DP9963
 DP9963.The dynamic height is computed by dividing the NAVD 88
 DP9963.geopotential number by the normal gravity value computed on the
 DP9963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9963.degrees latitude (g = 980.6199 gals.).
 DP9963
 DP9963.The modeled gravity was interpolated from observed gravity values.
 DP9963
 DP9963;                    North         East    Units  Estimated Accuracy
 DP9963;SPC NJ       -   173,434.4     173,487.9     MT  (+/- 3 meters HH1 GPS) 
 DP9963
 DP9963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6591371916(NAD 83)
 DP9963
 DP9963                          SUPERSEDED SURVEY CONTROL
 DP9963
 DP9963.No superseded survey control is available for this station.
 DP9963
 DP9963_MARKER: DD = SURVEY DISK
 DP9963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9963_SP_SET: TRAFFIC SIGNAL BASE
 DP9963_STAMPING: 13 Q 11 2015
 DP9963_MARK LOGO: NJGS
 DP9963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9963+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9963
 DP9963  HISTORY     - Date     Condition        Report By
 DP9963  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9963
 DP9963                          STATION DESCRIPTION
 DP9963
 DP9963'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9963'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF SOUTH
 DP9963'AMBOY, 5.7 MI (9.2 KM) NORTH-NORTHEAST OF MARLBORO AND 2.9 MI (4.7 KM)
 DP9963'SOUTH-SOUTHWEST OF KEYPORT, IN ABERDEEN TOWNSHIP.
 DP9963'
 DP9963'TO REACH FROM THE INTERSECTION OF STATE ROUTE 34 AND MAIN STREET (NEW
 DP9963'JERSEY ROUTE 34) IN MATAWAN, GO ABOUT 1.1 MI (1.8 KM) SOUTH ON ROUTE
 DP9963'34 TO THE STATION ON THE RIGHT, STATION IS SET IN A DRILL HOLE IN THE
 DP9963'NORTHEAST CORNER OF A TRAFFIC SIGNAL BASE AT THE SOUTHWEST CORNER OF
 DP9963'THE JUNCTION OF ROUTE 34 AND LLOYD ROAD (COUNTY ROUTE 3).
 DP9963'
 DP9963'IT IS 8.7 FT (2.7 M) RADIAL TO THE CURB OF ROUTE 34, 13.7 FT (4.2 M)
 DP9963'NORTH OF POLE NUMBER JC40447, 2 FT (0.6 M) NORTHEAST OF THE MAST, 40
 DP9963'FT (12.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY LEADING
 DP9963'TO A DRIVEWAY TO A GAS STATION (EXXON).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9957 ***********************************************************************
 DP9957  DESIGNATION -  13 Q 12
 DP9957  PID         -  DP9957
 DP9957  STATE/COUNTY-  NJ/MONMOUTH
 DP9957  COUNTRY     -  US
 DP9957  USGS QUAD   -  KEYPORT (2016)
 DP9957
 DP9957                         *CURRENT SURVEY CONTROL
 DP9957  ______________________________________________________________________
 DP9957* NAD 83(1986) POSITION- 40 25 13.00   (N) 074 13 27.33   (W)   HD_HELD1
 DP9957* NAVD 88 ORTHO HEIGHT -    11.927 (meters)       39.13  (feet) ADJUSTED
 DP9957  ______________________________________________________________________
 DP9957  GEOID HEIGHT    -        -32.375 (meters)                     GEOID18
 DP9957  DYNAMIC HEIGHT  -         11.922 (meters)       39.11  (feet) COMP
 DP9957  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 DP9957
 DP9957  VERT ORDER      -  FIRST     CLASS II
 DP9957
 DP9957.The horizontal coordinates were determined by differentially corrected
 DP9957.hand held GPS observations or other comparable positioning techniques
 DP9957.and have an estimated accuracy of +/- 3 meters.
 DP9957
 DP9957.The orthometric height was determined by differential leveling and
 DP9957.adjusted by the NATIONAL GEODETIC SURVEY
 DP9957.in February 2016.
 DP9957
 DP9957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9957.GEOID18 height accuracy estimate available here.
 DP9957
 DP9957.Click photographs - Photos may exist for this station.
 DP9957
 DP9957.The dynamic height is computed by dividing the NAVD 88
 DP9957.geopotential number by the normal gravity value computed on the
 DP9957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9957.degrees latitude (g = 980.6199 gals.).
 DP9957
 DP9957.The modeled gravity was interpolated from observed gravity values.
 DP9957
 DP9957;                    North         East    Units  Estimated Accuracy
 DP9957;SPC NJ       -   176,213.3     173,399.3     MT  (+/- 3 meters HH1 GPS) 
 DP9957
 DP9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6580974694(NAD 83)
 DP9957
 DP9957                          SUPERSEDED SURVEY CONTROL
 DP9957
 DP9957.No superseded survey control is available for this station.
 DP9957
 DP9957_MARKER: DD = SURVEY DISK
 DP9957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9957_SP_SET: TOWER BASE
 DP9957_STAMPING: 13 Q 12 2015
 DP9957_MARK LOGO: NJGS
 DP9957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9957+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9957
 DP9957  HISTORY     - Date     Condition        Report By
 DP9957  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9957
 DP9957                          STATION DESCRIPTION
 DP9957
 DP9957'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9957'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF SOUTH
 DP9957'AMBOY JUNCTION, 5.3 MI (8.5 KM) SOUTHEAST OF SOUTH AMBOY AND 1.6 MI
 DP9957'(2.6 KM) SOUTHWEST OF KEYPORT, IN MATAWAN.
 DP9957'
 DP9957'TO REACH FROM THE INTERSECTION OF STATE ROUTE 34 AND MAIN STREET, GO
 DP9957'0.9 MI (1.4 KM) NORTHEAST ON MAIN STREET TO THE JUNCTION WITH BROAD
 DP9957'STREET (COUNTY ROUTE 516).  CONTINUE AHEAD ON LOWER MAIN STREET TO A
 DP9957'DRIVEWAY ON THE RIGHT, LEADING TO THE OLD STATION BEFORE THE RAILROAD
 DP9957'GRADE CROSSING.  TURN RIGHT AND GO ABOUT 100 FT (30.5 M) TO THE
 DP9957'STATION ON THE LEFT, THE STATION IS SET IN A DRILL HOLE IN THE ON THE
 DP9957'SOUTH SIDE OF A ROUND CATENARY TOWER BASE ON THE SOUTH SIDE OF THE
 DP9957'TRACKS.
 DP9957'
 DP9957'IT IS 99 FT (30.2 M) SOUTHEAST OF THE SOUTHEAST CURB OF LOWER MAIN
 DP9957'STREET, 6 FT (1.8 M) NORTHEAST OF THE NORTHEAST CURB OF THE PARKING
 DP9957'LOT, 22.2 FT (6.8 M) SOUTHWEST OF THE WROUGHT IRON PLATFORM FENCING,
 DP9957'9.7 FT (3.0 M) NORTHWEST OF THE SOUTHWEST CORNER OF A LARGE METAL SHED
 DP9957'(ID NUMBER NJTL M6.6 MAIN ST).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5281 ***********************************************************************
 DR5281  DESIGNATION -  13 Q 13
 DR5281  PID         -  DR5281
 DR5281  STATE/COUNTY-  NJ/MONMOUTH
 DR5281  COUNTRY     -  US
 DR5281  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5281
 DR5281                         *CURRENT SURVEY CONTROL
 DR5281  ______________________________________________________________________
 DR5281* NAD 83(1986) POSITION- 40 24 44.19   (N) 074 02 53.52   (W)   HD_HELD1
 DR5281* NAVD 88 ORTHO HEIGHT -     5.397 (meters)       17.71  (feet) ADJUSTED
 DR5281  ______________________________________________________________________
 DR5281  GEOID HEIGHT    -        -32.455 (meters)                     GEOID18
 DR5281  DYNAMIC HEIGHT  -          5.395 (meters)       17.70  (feet) COMP
 DR5281  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 DR5281
 DR5281  VERT ORDER      -  FIRST     CLASS II
 DR5281
 DR5281.The horizontal coordinates were determined by differentially corrected
 DR5281.hand held GPS observations or other comparable positioning techniques
 DR5281.and have an estimated accuracy of +/- 3 meters.
 DR5281
 DR5281.The orthometric height was determined by differential leveling and
 DR5281.adjusted by the NATIONAL GEODETIC SURVEY
 DR5281.in July 2020.
 DR5281
 DR5281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5281.GEOID18 height accuracy estimate available here.
 DR5281
 DR5281.Click photographs - Photos may exist for this station.
 DR5281
 DR5281.The dynamic height is computed by dividing the NAVD 88
 DR5281.geopotential number by the normal gravity value computed on the
 DR5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5281.degrees latitude (g = 980.6199 gals.).
 DR5281
 DR5281.The modeled gravity was interpolated from observed gravity values.
 DR5281
 DR5281;                    North         East    Units  Estimated Accuracy
 DR5281;SPC NJ       -   175,386.3     188,344.1     MT  (+/- 3 meters HH1 GPS) 
 DR5281
 DR5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8075573952(NAD 83)
 DR5281
 DR5281                          SUPERSEDED SURVEY CONTROL
 DR5281
 DR5281.No superseded survey control is available for this station.
 DR5281
 DR5281_MARKER: DD = SURVEY DISK
 DR5281_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5281+WITH SETTING: PAVEMENT
 DR5281_SP_SET: ELECTRICAL BOX
 DR5281_STAMPING: 13 Q 13 2018
 DR5281_MARK LOGO: NJGS
 DR5281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5281+STABILITY: SURFACE MOTION
 DR5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5281+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2018
 DR5281
 DR5281  HISTORY     - Date     Condition        Report By
 DR5281  HISTORY     - 20180910 MONUMENTED       NJGS
 DR5281
 DR5281                          STATION DESCRIPTION
 DR5281
 DR5281'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5281'THE MARK IS LOCATED ABOUT 12.4 MI (20.0 KM) EAST-NORTHEAST OF
 DR5281'MARLBORO, 8.1 MI (13.0 KM) EAST OF KEYPORT AND 8.0 MI (12.9 KM)
 DR5281'NORTH-NORTHWEST OF LONG BRANCH, IN MIDDLETOWN TOWNSHIP, NEAR LEONARDO.
 DR5281'THE MARK IS LOCATED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A NJDOT
 DR5281'ELECTRICAL JUNCTION BOX ON THE NORTHEAST CORNER OF THE JUNCTION OF NEW
 DR5281'JERSEY STATE ROUTE 36 AND AVENUE D.
 DR5281'
 DR5281'THE STATION IS 40 FT (12.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 DR5281'AVENUE D, 1.5 FT (0.5 M) NORTH-NORTHEAST OF THE NORTH CURB OF NEW
 DR5281'JERSEY STATE ROUTE 36, 3 FT (0.9 M) SOUTHEAST OF THE TRAFFIC SIGNAL
 DR5281'MAST, 12.8 FT (3.9 M) NORTHWEST OF A SIGN FOR A CAR REPAIR BUSINESS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5320 ***********************************************************************
 DR5320  DESIGNATION -  13 Q 14
 DR5320  PID         -  DR5320
 DR5320  STATE/COUNTY-  NJ/MONMOUTH
 DR5320  COUNTRY     -  US
 DR5320  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5320
 DR5320                         *CURRENT SURVEY CONTROL
 DR5320  ______________________________________________________________________
 DR5320* NAD 83(1986) POSITION- 40 22 36.59   (N) 074 00 45.96   (W)   HD_HELD1
 DR5320* NAVD 88 ORTHO HEIGHT -     1.941 (meters)        6.37  (feet) ADJUSTED
 DR5320  ______________________________________________________________________
 DR5320  GEOID HEIGHT    -        -32.573 (meters)                     GEOID18
 DR5320  DYNAMIC HEIGHT  -          1.941 (meters)        6.37  (feet) COMP
 DR5320  MODELED GRAVITY -    980,190.5   (mgal)                       NAVD 88
 DR5320
 DR5320  VERT ORDER      -  FIRST     CLASS II
 DR5320
 DR5320.The horizontal coordinates were determined by differentially corrected
 DR5320.hand held GPS observations or other comparable positioning techniques
 DR5320.and have an estimated accuracy of +/- 3 meters.
 DR5320
 DR5320.The orthometric height was determined by differential leveling and
 DR5320.adjusted by the NATIONAL GEODETIC SURVEY
 DR5320.in July 2020.
 DR5320
 DR5320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5320.GEOID18 height accuracy estimate available here.
 DR5320
 DR5320.Click photographs - Photos may exist for this station.
 DR5320
 DR5320.The dynamic height is computed by dividing the NAVD 88
 DR5320.geopotential number by the normal gravity value computed on the
 DR5320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5320.degrees latitude (g = 980.6199 gals.).
 DR5320
 DR5320.The modeled gravity was interpolated from observed gravity values.
 DR5320
 DR5320;                    North         East    Units  Estimated Accuracy
 DR5320;SPC NJ       -   171,466.8     191,373.1     MT  (+/- 3 meters HH1 GPS) 
 DR5320
 DR5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8380570050(NAD 83)
 DR5320
 DR5320                          SUPERSEDED SURVEY CONTROL
 DR5320
 DR5320.No superseded survey control is available for this station.
 DR5320
 DR5320_MARKER: DD = SURVEY DISK
 DR5320_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR5320_SP_SET: SEAWALL
 DR5320_STAMPING: 13 Q 14 2018
 DR5320_MARK LOGO: NJGS
 DR5320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5320+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2021
 DR5320
 DR5320  HISTORY     - Date     Condition        Report By
 DR5320  HISTORY     - 20180120 MONUMENTED       NJGS
 DR5320  HISTORY     - 20211028 GOOD             NJGS
 DR5320
 DR5320                          STATION DESCRIPTION
 DR5320
 DR5320'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5320'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTH OF ASBURY PARK, 10.6
 DR5320'MI (17.1 KM) EAST-SOUTHEAST OF KEYPORT AND 5.1 MI (8.2 KM)
 DR5320'NORTH-NORTHWEST OF LONG BRANCH, IN RUMSON.
 DR5320'
 DR5320'TO REACH FROM THE END OF THE OCEANIC BRIDGE OVER THE NAVESINK RIVER,
 DR5320'GO 0.1 MI (0.2 KM) SOUTH-SOUTHEAST ON BINGHAM AVENUE (COUNTY ROUTE 8A)
 DR5320'TO THE T-JUNCTION WITH HUNT STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM)
 DR5320'SOUTHWEST ON HUNT STREET TO THE T-JUNCTION WITH LAFAYETTE STREET.
 DR5320'TURN RIGHT AND GO 160 FT (48.8 M) NORTHWEST ON LAFAYETTE STREET TO THE
 DR5320'STATION ON THE LEFT.
 DR5320'
 DR5320'THE STATION IS SET IN A DRILL HOLE ON TOP OF THE SEAWALL AT THE ANGLE
 DR5320'POINT ON THE SOUTHWEST SIDE OF THE ROAD, 26.8 FT (8.2 M) SOUTHWEST OF
 DR5320'THE CENTERLINE OF LAFAYETTE STREET, 13.8 FT (4.2 M) SOUTHWEST OF THE
 DR5320'WEST CURB, 52 FT (15.8 M) NORTH-NORTHWEST OF POLE NUMBER JC448RN, 9 FT
 DR5320'(2.7 M) SOUTHEAST OF THE SOUTH END OF A POST RAIL FENCE, 16 FT (4.9 M)
 DR5320'NORTHEAST OF THE CENTERLINE OF A FLIGHT OF STEPS LEADING TO THE WATER.
 DR5320
 DR5320                          STATION RECOVERY (2021)
 DR5320
 DR5320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DR5320'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTH OF ASBURY PARK, 10.6
 DR5320'MI (17.1 KM) EAST-SOUTHEAST OF KEYPORT AND 5.1 MI (8.2 KM)
 DR5320'NORTH-NORTHWEST OF LONG BRANCH.
 DR5320'
 DR5320'TO REACH FROM THE END OF THE OCEANIC BRIDGE OVER THE NAVESINK RIVER,
 DR5320'GO 0.16 MI (0.26 KM) SOUTH-SOUTHEAST ON BINGHAM AVENUE (COUNTY ROUTE
 DR5320'8A) TO THE JUNCTION WITH RIVER ROAD.  TURN RIGHT AND GO 0.10 MI (0.16
 DR5320'KM) SOUTHWEST ON RIVER ROAD TO JUNCTION WITH LAFAYETTE STREET.  TURN
 DR5320'RIGHT AND GO 0.11 MI (0.18 KM) NORTH-NORTHWEST ON LAFAYETTE STREET TO
 DR5320'THE STATION ON THE LEFT.
 DR5320'
 DR5320'THE STATION IS SET IN A DRILL HOLE ON TOP OF THE SEAWALL AT THE ANGLE
 DR5320'POINT ON THE SOUTHWEST SIDE OF THE ROAD.  THE STATION IS 52 FT (15.8
 DR5320'M) NORTH-NORTHWEST OF POLE NUMBER JC448RN, 49.25 FT (15.0 M) SOUTHWEST
 DR5320'OF VINYL FENCE, 26.8 FT (8.2 M) SOUTHWEST OF THE EXTENDED CENTERLINE
 DR5320'OF LAFAYETTE STREET, 16 FT (4.9 M) NORTHEAST OF THE CENTERLINE OF A
 DR5320'FLIGHT OF STEPS LEADING TO WATER, 9 FT (2.7 M) SOUTHEAST OF THE SOUTH
 DR5320'END OF A POST AND RAIL FENCE, 7 FT (2.1 M) SOUTHWEST OF POURED
 DR5320'CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5355 ***********************************************************************
 DR5355  DESIGNATION -  13 Q 15
 DR5355  PID         -  DR5355
 DR5355  STATE/COUNTY-  NJ/MONMOUTH
 DR5355  COUNTRY     -  US
 DR5355  USGS QUAD   -  KEYPORT (2016)
 DR5355
 DR5355                         *CURRENT SURVEY CONTROL
 DR5355  ______________________________________________________________________
 DR5355* NAD 83(1986) POSITION- 40 26 35.06   (N) 074 09 30.55   (W)   HD_HELD1
 DR5355* NAVD 88 ORTHO HEIGHT -     2.238 (meters)        7.34  (feet) ADJUSTED
 DR5355  ______________________________________________________________________
 DR5355  GEOID HEIGHT    -        -32.345 (meters)                     GEOID18
 DR5355  DYNAMIC HEIGHT  -          2.237 (meters)        7.34  (feet) COMP
 DR5355  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 DR5355
 DR5355  VERT ORDER      -  FIRST     CLASS II
 DR5355
 DR5355.The horizontal coordinates were determined by differentially corrected
 DR5355.hand held GPS observations or other comparable positioning techniques
 DR5355.and have an estimated accuracy of +/- 3 meters.
 DR5355
 DR5355.The orthometric height was determined by differential leveling and
 DR5355.adjusted by the NATIONAL GEODETIC SURVEY
 DR5355.in July 2020.
 DR5355
 DR5355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5355.GEOID18 height accuracy estimate available here.
 DR5355
 DR5355.Click photographs - Photos may exist for this station.
 DR5355
 DR5355.The dynamic height is computed by dividing the NAVD 88
 DR5355.geopotential number by the normal gravity value computed on the
 DR5355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5355.degrees latitude (g = 980.6199 gals.).
 DR5355
 DR5355.The modeled gravity was interpolated from observed gravity values.
 DR5355
 DR5355;                    North         East    Units  Estimated Accuracy
 DR5355;SPC NJ       -   178,763.7     178,971.0     MT  (+/- 3 meters HH1 GPS) 
 DR5355
 DR5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7136577275(NAD 83)
 DR5355
 DR5355                          SUPERSEDED SURVEY CONTROL
 DR5355
 DR5355.No superseded survey control is available for this station.
 DR5355
 DR5355_MARKER: DD = SURVEY DISK
 DR5355_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5355_SP_SET: ABUTMENT
 DR5355_STAMPING: 13 Q 15 2018
 DR5355_MARK LOGO: NJGS
 DR5355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5355+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DR5355
 DR5355  HISTORY     - Date     Condition        Report By
 DR5355  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5355
 DR5355                          STATION DESCRIPTION
 DR5355
 DR5355'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5355'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-SOUTHEAST OF SOUTH
 DR5355'AMBOY, 7.0 MI (11.3 KM) SOUTHEAST OF PERTH AMBOY AND 2.1 MI (3.4 KM)
 DR5355'EAST-NORTHEAST OF KEYPORT, IN UNION BEACH.
 DR5355'
 DR5355'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND ROSE
 DR5355'LANE, GO 0.35 MI (0.56 KM) NORTH ON ROSE LANE TO THE JUNCTION WITH
 DR5355'JERSEY AVENUE.  TURN LEFT AND GO 0.16 MI (0.26 KM) WEST ON JERSEY
 DR5355'AVENUE TO THE STATION ON THE LEFT.
 DR5355'
 DR5355'THE STATION IS SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE WESTERLY
 DR5355'ABUTMENT IN THE SIDEWALK AREA OF THE JERSEY AVENUE BRIDGE SPANNING A
 DR5355'CREEK TO EAST CREEK, 171 FT (52.1 M) EAST OF THE CENTERLINE OF A
 DR5355'DRIVEWAY TO HOUSE NUMBER 1004, 20 FT (6.1 M) SOUTH OF THE CENTERLINE
 DR5355'OF JERSEY AVENUE, 3 FT (0.9 M) NORTH OF THE NAME PLATE TO THE BRIDGE,
 DR5355'3 FT (0.9 M) SOUTH OF THE CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5382 ***********************************************************************
 DR5382  DESIGNATION -  13 Q 16
 DR5382  PID         -  DR5382
 DR5382  STATE/COUNTY-  NJ/MONMOUTH
 DR5382  COUNTRY     -  US
 DR5382  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5382
 DR5382                         *CURRENT SURVEY CONTROL
 DR5382  ______________________________________________________________________
 DR5382* NAD 83(1986) POSITION- 40 20 17.79   (N) 074 02 27.74   (W)   HD_HELD1
 DR5382* NAVD 88 ORTHO HEIGHT -     5.788 (meters)       18.99  (feet) ADJUSTED
 DR5382  ______________________________________________________________________
 DR5382  GEOID HEIGHT    -        -32.577 (meters)                     GEOID18
 DR5382  DYNAMIC HEIGHT  -          5.785 (meters)       18.98  (feet) COMP
 DR5382  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 DR5382
 DR5382  VERT ORDER      -  FIRST     CLASS II
 DR5382
 DR5382.The horizontal coordinates were determined by differentially corrected
 DR5382.hand held GPS observations or other comparable positioning techniques
 DR5382.and have an estimated accuracy of +/- 3 meters.
 DR5382
 DR5382.The orthometric height was determined by differential leveling and
 DR5382.adjusted by the NATIONAL GEODETIC SURVEY
 DR5382.in July 2020.
 DR5382
 DR5382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5382.GEOID18 height accuracy estimate available here.
 DR5382
 DR5382.Click photographs - Photos may exist for this station.
 DR5382
 DR5382.The dynamic height is computed by dividing the NAVD 88
 DR5382.geopotential number by the normal gravity value computed on the
 DR5382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5382.degrees latitude (g = 980.6199 gals.).
 DR5382
 DR5382.The modeled gravity was interpolated from observed gravity values.
 DR5382
 DR5382;                    North         East    Units  Estimated Accuracy
 DR5382;SPC NJ       -   167,173.1     188,994.5     MT  (+/- 3 meters HH1 GPS) 
 DR5382
 DR5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8145165744(NAD 83)
 DR5382
 DR5382                          SUPERSEDED SURVEY CONTROL
 DR5382
 DR5382.No superseded survey control is available for this station.
 DR5382
 DR5382_MARKER: DD = SURVEY DISK
 DR5382_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5382_SP_SET: ELECTRICAL JUNCTION BOX
 DR5382_STAMPING: 13 Q 16 2019
 DR5382_MARK LOGO: NJGS
 DR5382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5382+STABILITY: SURFACE MOTION
 DR5382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5382+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2019
 DR5382
 DR5382  HISTORY     - Date     Condition        Report By
 DR5382  HISTORY     - 20190606 MONUMENTED       NJGS
 DR5382
 DR5382                          STATION DESCRIPTION
 DR5382
 DR5382'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR5382'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTHEAST OF KEYPORT, 8.7
 DR5382'MI (14.0 KM) NORTH-NORTHWEST OF ASBURY PARK AND 4.0 MI (6.4 KM)
 DR5382'NORTHWEST OF LONG BRANCH, IN THE BOROUGH OF LITTLE SILVER.
 DR5382'
 DR5382'TO REACH FROM THE INTERSECTION OF RUMSON ROAD (COUNTY ROUTE 520) AND
 DR5382'PROSPECT AVENUE, GO 0.2 MI (0.3 KM) SOUTHEAST ON PROSPECT AVENUE TO
 DR5382'THE STATION ON THE LEFT.
 DR5382'
 DR5382'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A NJ DOT
 DR5382'RECTANGULAR ELECTRICAL JUNCTION BOX AT THE SOUTHEAST CORNER OF THE
 DR5382'ENTRANCE DRIVEWAY TO A SHOPPING CENTER AND PROSPECT AVENUE, 24 FT (7.3
 DR5382'M) SOUTHEAST OF THE ENTRANCE LANES TO THE SHOPPING CENTER, 36 FT (11.0
 DR5382'M) NORTHEAST OF PROSPECT AVENUE, 8 FT (2.4 M) WEST OF THE NORTHWEST
 DR5382'CORNER OF A LARGE ELECTRICAL CABINET (RP BT60099LSB), 9 FT (2.7 M)
 DR5382'EAST-NORTHEAST OF A TRAFFIC SIGNAL MAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6323 ***********************************************************************
 KV6323  DESIGNATION -  13 Q 2
 KV6323  PID         -  KV6323
 KV6323  STATE/COUNTY-  NJ/MONMOUTH
 KV6323  COUNTRY     -  US
 KV6323  USGS QUAD   -  ROOSEVELT (2019)
 KV6323
 KV6323                         *CURRENT SURVEY CONTROL
 KV6323  ______________________________________________________________________
 KV6323* NAD 83(1986) POSITION- 40 10 26.     (N) 074 29 39.     (W)   SCALED
 KV6323* NAVD 88 ORTHO HEIGHT -    51.848 (meters)      170.10  (feet) ADJUSTED
 KV6323  ______________________________________________________________________
 KV6323  GEOID HEIGHT    -        -32.460 (meters)                     GEOID18
 KV6323  DYNAMIC HEIGHT  -         51.827 (meters)      170.04  (feet) COMP
 KV6323  MODELED GRAVITY -    980,211.3   (mgal)                       NAVD 88
 KV6323
 KV6323  VERT ORDER      -  FIRST     CLASS II
 KV6323
 KV6323.The horizontal coordinates were scaled from a map and have
 KV6323.an estimated accuracy of +/- 6 seconds.
 KV6323
 KV6323.The orthometric height was determined by differential leveling and
 KV6323.adjusted by the NATIONAL GEODETIC SURVEY
 KV6323.in June 1991.
 KV6323
 KV6323.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6323.GEOID18 height accuracy estimate available here.
 KV6323
 KV6323.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK430471(NAD 83)
 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
 KV6323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6323.See file dsdata.pdf to determine how the superseded data were derived.
 KV6323
 KV6323_MARKER: Z = SEE DESCRIPTION
 KV6323_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 DF5250 ***********************************************************************
 DF5250  DESIGNATION -  13 Q 3
 DF5250  PID         -  DF5250
 DF5250  STATE/COUNTY-  NJ/MONMOUTH
 DF5250  COUNTRY     -  US
 DF5250  USGS QUAD   -  ALLENTOWN (2016)
 DF5250
 DF5250                         *CURRENT SURVEY CONTROL
 DF5250  ______________________________________________________________________
 DF5250* NAD 83(2011) POSITION- 40 11 58.67450(N) 074 32 51.85104(W)   ADJUSTED
 DF5250* NAD 83(2011) ELLIP HT-     3.483 (meters)        (06/27/12)   ADJUSTED
 DF5250* NAD 83(2011) EPOCH   -  2010.00
 DF5250* NAVD 88 ORTHO HEIGHT -    36.1   (meters)      118.    (feet) GPS OBS
 DF5250  ______________________________________________________________________
 DF5250  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5250  GEOID HEIGHT    -        -32.569 (meters)                     GEOID99
 DF5250  GEOID HEIGHT    -        -32.598 (meters)                     GEOID18
 DF5250  NAD 83(2011) X  -  1,299,787.223 (meters)                     COMP
 DF5250  NAD 83(2011) Y  - -4,702,090.586 (meters)                     COMP
 DF5250  NAD 83(2011) Z  -  4,094,943.432 (meters)                     COMP
 DF5250  LAPLACE CORR    -          4.17  (seconds)                    DEFLEC18
 DF5250
 DF5250  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5250  Standards:
 DF5250         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5250            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5250  -------------------------------------------------------------------
 DF5250  NETWORK    0.52   0.82           0.24   0.17   0.42      0.07623897
 DF5250  -------------------------------------------------------------------
 DF5250  Click here for local accuracies and other accuracy information.
 DF5250
 DF5250.The horizontal coordinates were established by GPS observations
 DF5250.and adjusted by the National Geodetic Survey in June 2012.
 DF5250
 DF5250.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5250.been affixed to the stable North American tectonic plate. See 
 DF5250.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5250
 DF5250.The horizontal coordinates are valid at the epoch date displayed above
 DF5250.which is a decimal equivalence of Year/Month/Day.
 DF5250
 DF5250.The orthometric height was determined by GPS observations and a
 DF5250.high-resolution geoid model.
 DF5250
 DF5250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5250.GEOID18 height accuracy estimate available here.
 DF5250
 DF5250.Click photographs - Photos may exist for this station.
 DF5250
 DF5250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5250
 DF5250.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5250
 DF5250.The ellipsoidal height was determined by GPS observations
 DF5250.and is referenced to NAD 83.
 DF5250
 DF5250. The following values were computed from the NAD 83(2011) position.
 DF5250
 DF5250;                    North         East     Units Scale Factor Converg.
 DF5250;SPC NJ       -   151,679.711   145,935.907   MT  0.99990020   -0 01 50.9
 DF5250;SPC NJ       -   497,635.85    478,791.39   sFT  0.99990020   -0 01 50.9
 DF5250;UTM  18      - 4,450,012.838   538,492.496   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3849250012(NAD 83)
 DF5250
 DF5250                          SUPERSEDED SURVEY CONTROL
 DF5250
 DF5250  NAD 83(2007)-  40 11 58.67506(N)    074 32 51.85167(W) AD(2002.00) 0
 DF5250  ELLIP H (02/10/07)    3.488  (m)                       GP(2002.00)    
 DF5250  NAD 83(1996)-  40 11 58.67508(N)    074 32 51.85164(W) AD(       ) 1
 DF5250  ELLIP H (04/17/03)    3.514  (m)                       GP(       ) 3 1
 DF5250
 DF5250.Superseded values are not recommended for survey control.
 DF5250
 DF5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5250.See file dsdata.pdf to determine how the superseded data were derived.
 DF5250
 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 ROAD.
 DF5250'
 DF5250'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 195
 DF5250'EXIT 8 AND COUNTY ROAD 539, OLD YORK ROAD, JUST NORTHEAST OF
 DF5250'ALLENTOWN, GO 1.4 MI NORTHEAST ON COUNTY ROAD 539 TO THE TEE JUNCTION
 DF5250'WITH HULCHY ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.4 MI TO THE
 DF5250'STATION ON THE RIGHT, SET AT THE EDGE OF A CULTIVATED FIELD.
 DF5250'
 DF5250'THE STATION IS 4.5 M SOUTHWEST FROM THE CENTERLINE OF HULCHY ROAD, 1.2
 DF5250'M SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING OF HULCHY ROAD, 26.8 M
 DF5250'NORTHWEST FROM A LONE 18 INCH DIAMETER CEDAR TREE WITH SIGN ATTACHED,
 DF5250'40.5 M WEST NORTHWEST FROM A DIGITAL AERIAL SURVEY COMPANY CONTROL
 DF5250'SURVEY MONUMENT, NUMBER 101, SET ON THE SOUTHWEST SIDE OF THE ROAD,
 DF5250'38.7 M NORTHWEST FROM THE NORTHWEST CORNER OF A 4 FOOT HIGH WOOD FENCE
 DF5250'ALONG THE SIDE OF THE ROAD, 64 M SOUTHEAST  FROM THE EXTENDED
 DF5250'CENTERLINE OF A STONE AND GRAVEL DRIVEWAY FOR A TWO STORY FRAME
 DF5250'DWELLING WITH A GLASS SUN ROOM ON THE NORTHEAST SIDE OF HULCHY ROAD,
 DF5250'AND 49.8 M WEST NORTHWEST FROM A BELL COMPANY SERVICE BOX FOR
 DF5250'UNDERGROUND UTILITIES.  IT IS SET FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7143 ***********************************************************************
 KV7143  DESIGNATION -  13 Q 5
 KV7143  PID         -  KV7143
 KV7143  STATE/COUNTY-  NJ/MONMOUTH
 KV7143  COUNTRY     -  US
 KV7143  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV7143
 KV7143                         *CURRENT SURVEY CONTROL
 KV7143  ______________________________________________________________________
 KV7143* NAD 83(2011) POSITION- 40 17 13.77619(N) 074 01 26.49841(W)   ADJUSTED
 KV7143* NAD 83(2011) ELLIP HT-   -21.095 (meters)        (06/27/12)   ADJUSTED
 KV7143* NAD 83(2011) EPOCH   -  2010.00
 KV7143* NAVD 88 ORTHO HEIGHT -    11.6   (meters)       38.    (feet) GPS OBS
 KV7143  ______________________________________________________________________
 KV7143  NAVD 88 orthometric height was determined with an earlier geoid model
 KV7143  GEOID HEIGHT    -        -32.692 (meters)                     GEOID18
 KV7143  NAD 83(2011) X  -  1,340,978.218 (meters)                     COMP
 KV7143  NAD 83(2011) Y  - -4,683,959.299 (meters)                     COMP
 KV7143  NAD 83(2011) Z  -  4,102,346.181 (meters)                     COMP
 KV7143  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 KV7143
 KV7143  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7143  Standards:
 KV7143         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7143            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7143  -------------------------------------------------------------------
 KV7143  NETWORK    0.34   0.57           0.15   0.13   0.29      0.05006015
 KV7143  -------------------------------------------------------------------
 KV7143  Click here for local accuracies and other accuracy information.
 KV7143
 KV7143.The horizontal coordinates were established by GPS observations
 KV7143.and adjusted by the National Geodetic Survey in June 2012.
 KV7143
 KV7143.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7143.been affixed to the stable North American tectonic plate. See 
 KV7143.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7143
 KV7143.The horizontal coordinates are valid at the epoch date displayed above
 KV7143.which is a decimal equivalence of Year/Month/Day.
 KV7143
 KV7143.The orthometric height was determined by GPS observations and a
 KV7143.high-resolution geoid model.
 KV7143
 KV7143.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7143.GEOID18 height accuracy estimate available here.
 KV7143
 KV7143.Click photographs - Photos may exist for this station.
 KV7143
 KV7143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7143
 KV7143.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7143
 KV7143.The ellipsoidal height was determined by GPS observations
 KV7143.and is referenced to NAD 83.
 KV7143
 KV7143. The following values were computed from the NAD 83(2011) position.
 KV7143
 KV7143;                    North         East     Units Scale Factor Converg.
 KV7143;SPC NJ       -   161,505.421   190,470.401   MT  0.99992016   +0 18 28.0
 KV7143;SPC NJ       -   529,872.37    624,901.64   sFT  0.99992016   +0 18 28.0
 KV7143;UTM  18      - 4,460,086.869   582,959.377   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  =   0.99968803
 KV7143
 KV7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8295960086(NAD 83)
 KV7143
 KV7143                          SUPERSEDED SURVEY CONTROL
 KV7143
 KV7143  NAD 83(2007)-  40 17 13.77660(N)    074 01 26.49886(W) AD(2002.00) 0
 KV7143  ELLIP H (02/10/07)  -21.084  (m)                       GP(2002.00)    
 KV7143  ELLIP H (10/23/02)  -21.069  (m)                       GP(       ) 4 1
 KV7143  NAD 83(1996)-  40 17 13.77651(N)    074 01 26.49897(W) AD(       ) 1
 KV7143  ELLIP H (05/14/99)  -21.084  (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)  -21.117  (m)                       GP(       ) 3 1
 KV7143  NAVD 88 (09/14/94)   11.6    (m)  GEOID93  model used  GPS OBS        
 KV7143
 KV7143.Superseded values are not recommended for survey control.
 KV7143
 KV7143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7143.See file dsdata.pdf to determine how the superseded data were derived.
 KV7143
 KV7143_MARKER: DD = SURVEY DISK
 KV7143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DK6577 ***********************************************************************
 DK6577  DESIGNATION -  13 Q 63
 DK6577  PID         -  DK6577
 DK6577  STATE/COUNTY-  NJ/MONMOUTH
 DK6577  COUNTRY     -  US
 DK6577  USGS QUAD   -  FREEHOLD (2019)
 DK6577
 DK6577                         *CURRENT SURVEY CONTROL
 DK6577  ______________________________________________________________________
 DK6577* NAD 83(1986) POSITION- 40 15 51.62   (N) 074 18 36.19   (W)   HD_HELD1
 DK6577* NAVD 88 ORTHO HEIGHT -    42.390 (meters)      139.07  (feet) ADJUSTED
 DK6577  ______________________________________________________________________
 DK6577  GEOID HEIGHT    -        -32.354 (meters)                     GEOID18
 DK6577  DYNAMIC HEIGHT  -         42.372 (meters)      139.02  (feet) COMP
 DK6577  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 DK6577
 DK6577  VERT ORDER      -  FIRST     CLASS II
 DK6577
 DK6577.The horizontal coordinates were determined by differentially corrected
 DK6577.hand held GPS observations or other comparable positioning techniques
 DK6577.and have an estimated accuracy of +/- 3 meters.
 DK6577
 DK6577.The orthometric height was determined by differential leveling and
 DK6577.adjusted by the NATIONAL GEODETIC SURVEY
 DK6577.in May 2011.
 DK6577
 DK6577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6577.GEOID18 height accuracy estimate available here.
 DK6577
 DK6577.Click photographs - Photos may exist for this station.
 DK6577
 DK6577.The dynamic height is computed by dividing the NAVD 88
 DK6577.geopotential number by the normal gravity value computed on the
 DK6577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6577.degrees latitude (g = 980.6199 gals.).
 DK6577
 DK6577.The modeled gravity was interpolated from observed gravity values.
 DK6577
 DK6577;                    North         East    Units  Estimated Accuracy
 DK6577;SPC NJ       -   158,880.2     166,156.0     MT  (+/- 3 meters HH1 GPS) 
 DK6577
 DK6577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5866657325(NAD 83)
 DK6577
 DK6577                          SUPERSEDED SURVEY CONTROL
 DK6577
 DK6577.No superseded survey control is available for this station.
 DK6577
 DK6577_MARKER: DD = SURVEY DISK
 DK6577_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6577_SP_SET: ELECTRIC METER BASE
 DK6577_STAMPING: 13 Q 63 2006
 DK6577_MARK LOGO: NJGS
 DK6577_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6577+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DK6577
 DK6577  HISTORY     - Date     Condition        Report By
 DK6577  HISTORY     - 20061102 MONUMENTED       NJGS
 DK6577  HISTORY     - 20130507 GOOD             NJGS
 DK6577  HISTORY     - 20170126 GOOD             AAAS
 DK6577
 DK6577                          STATION DESCRIPTION
 DK6577
 DK6577'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6577'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, SET IN A DRILL HOLE AT
 DK6577'THE NORTHEAST CORNER OF THE BASE FOR AN ELECTRICAL METER IN FRONT OF A
 DK6577'FARM-ORCHARD COMPLEX, ABOUT 0.5 MI (0.8 KM) SOUTH-SOUTHWEST OF THE
 DK6577'JUNCTION OF WEMROCK ROAD AND MONMOUTH COUNTY ROUTE 522 AND ABOUT 0.6
 DK6577'MI (0.97 KM) NORTHEAST ALONG WEMROCK ROAD FROM NJ BUSINESS ROUTE 33.
 DK6577'
 DK6577'THE STATION IS 53.0 FT (16.2 M) NORTH-NORTHEAST OF A POLE WITH NO
 DK6577'NUMBER, 27.0 FT (8.2 M) NORTHWEST OF THE CENTERLINE OF WEMROCK ROAD,
 DK6577'14.7 FT (4.5 M) NORTHEAST OF POLE NUMBER JC 61644 FT, 48.0 FT (14.6 M)
 DK6577'SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY LEADING TO THE
 DK6577'FARMHOUSE.
 DK6577
 DK6577                          STATION RECOVERY (2013)
 DK6577
 DK6577'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DK6577'RECOVERED IN GOOD CONDITION.
 DK6577'
 DK6577'NOTE-ADD-THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTHWEST OF
 DK6577'MARLBORO, 4.3 MI (6.9 KM) NORTHWEST OF ADELPHIA AND 1.9 MI (3.1 KM)
 DK6577'WEST OF FREEHOLD.
 DK6577
 DK6577                          STATION RECOVERY (2017)
 DK6577
 DK6577'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DK6577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7193 ***********************************************************************
 DM7193  DESIGNATION -  13 Q 7
 DM7193  PID         -  DM7193
 DM7193  STATE/COUNTY-  NJ/MONMOUTH
 DM7193  COUNTRY     -  US
 DM7193  USGS QUAD   -  ASBURY PARK (2019)
 DM7193
 DM7193                         *CURRENT SURVEY CONTROL
 DM7193  ______________________________________________________________________
 DM7193* NAD 83(1986) POSITION- 40 11 11.03   (N) 074 01 24.00   (W)   HD_HELD1
 DM7193* NAVD 88 ORTHO HEIGHT -     5.972 (meters)       19.59  (feet) ADJUSTED
 DM7193  ______________________________________________________________________
 DM7193  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 DM7193  DYNAMIC HEIGHT  -          5.970 (meters)       19.59  (feet) COMP
 DM7193  MODELED GRAVITY -    980,167.1   (mgal)                       NAVD 88
 DM7193
 DM7193  VERT ORDER      -  FIRST     CLASS II
 DM7193
 DM7193.The horizontal coordinates were determined by differentially corrected
 DM7193.hand held GPS observations or other comparable positioning techniques
 DM7193.and have an estimated accuracy of +/- 3 meters.
 DM7193
 DM7193.The orthometric height was determined by differential leveling and
 DM7193.adjusted by the NATIONAL GEODETIC SURVEY
 DM7193.in September 2015.
 DM7193
 DM7193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7193.GEOID18 height accuracy estimate available here.
 DM7193
 DM7193.Click photographs - Photos may exist for this station.
 DM7193
 DM7193.The dynamic height is computed by dividing the NAVD 88
 DM7193.geopotential number by the normal gravity value computed on the
 DM7193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7193.degrees latitude (g = 980.6199 gals.).
 DM7193
 DM7193.The modeled gravity was interpolated from observed gravity values.
 DM7193
 DM7193;                    North         East    Units  Estimated Accuracy
 DM7193;SPC NJ       -   150,318.2     190,589.5     MT  (+/- 3 meters HH1 GPS) 
 DM7193
 DM7193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8314148903(NAD 83)
 DM7193
 DM7193                          SUPERSEDED SURVEY CONTROL
 DM7193
 DM7193  NAVD 88 (05/25/11)    5.969  (m)           19.58   (f) SUPERSEDED  1 2
 DM7193
 DM7193.Superseded values are not recommended for survey control.
 DM7193
 DM7193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7193.See file dsdata.pdf to determine how the superseded data were derived.
 DM7193
 DM7193_MARKER: DD = SURVEY DISK
 DM7193_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7193_SP_SET: BRIDGE SIDEWALK
 DM7193_STAMPING: 13 Q 7 SR 3 2008
 DM7193_MARK LOGO: USACE
 DM7193_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7193+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DM7193
 DM7193  HISTORY     - Date     Condition        Report By
 DM7193  HISTORY     - UNK      MONUMENTED       USACE
 DM7193  HISTORY     - 20080820 GOOD             NJGS
 DM7193  HISTORY     - 20130107 GOOD             NJGS
 DM7193  HISTORY     - 20180709 GOOD             NJGS
 DM7193
 DM7193                          STATION DESCRIPTION
 DM7193
 DM7193'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7193'THE STATION IS LOCATED IN AVON-BY-THE SEA, ON THE EAST SIDEWALK OF THE
 DM7193'MAIN STREET (NJ ROUTE 71) BRIDGE SPANNING THE SHARK RIVER, 391.7 FT
 DM7193'(119.4 M) NORTH OF THE CENTER OF THE DRAW SPAN OF THE BRIDGE.
 DM7193'
 DM7193'THE STATION IS 1.6 FT (0.5 M) EAST OF THE EAST FACE OF THE BALUSTRADE,
 DM7193'6.2 FT (1.9 M) WEST OF THE WEST CURB OF ROUTE 71, 251 FT (76.5 M)
 DM7193'SOUTH OF THE NORTH END OF THE BRIDGE, 86.6 FT (26.4 M) NORTH OF A
 DM7193'LIGHT.
 DM7193
 DM7193                          STATION RECOVERY (2013)
 DM7193
 DM7193'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DM7193'RECOVERED IN GOOD CONDITION.
 DM7193'
 DM7193'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST
 DM7193'OF POINT PLEASANT, 6.7 MI (10.8 KM) NORTH-NORTHEAST OF POINT PLEASANT
 DM7193'BEACH AND 2.4 MI (3.9 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
 DM7193
 DM7193                          STATION RECOVERY (2018)
 DM7193
 DM7193'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DM7193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7214 ***********************************************************************
 DM7214  DESIGNATION -  13 Q 8
 DM7214  PID         -  DM7214
 DM7214  STATE/COUNTY-  NJ/MONMOUTH
 DM7214  COUNTRY     -  US
 DM7214  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7214
 DM7214                         *CURRENT SURVEY CONTROL
 DM7214  ______________________________________________________________________
 DM7214* NAD 83(1986) POSITION- 40 18 04.71   (N) 074 07 28.56   (W)   HD_HELD1
 DM7214* NAVD 88 ORTHO HEIGHT -    19.572 (meters)       64.21  (feet) ADJUSTED
 DM7214  ______________________________________________________________________
 DM7214  GEOID HEIGHT    -        -32.464 (meters)                     GEOID18
 DM7214  DYNAMIC HEIGHT  -         19.564 (meters)       64.19  (feet) COMP
 DM7214  MODELED GRAVITY -    980,206.9   (mgal)                       NAVD 88
 DM7214
 DM7214  VERT ORDER      -  FIRST     CLASS II
 DM7214
 DM7214.The horizontal coordinates were determined by differentially corrected
 DM7214.hand held GPS observations or other comparable positioning techniques
 DM7214.and have an estimated accuracy of +/- 3 meters.
 DM7214
 DM7214.The orthometric height was determined by differential leveling and
 DM7214.adjusted by the NATIONAL GEODETIC SURVEY
 DM7214.in May 2011.
 DM7214
 DM7214.No vertical observational check was made to the station.
 DM7214
 DM7214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7214.GEOID18 height accuracy estimate available here.
 DM7214
 DM7214.Click photographs - Photos may exist for this station.
 DM7214
 DM7214.The dynamic height is computed by dividing the NAVD 88
 DM7214.geopotential number by the normal gravity value computed on the
 DM7214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7214.degrees latitude (g = 980.6199 gals.).
 DM7214
 DM7214.The modeled gravity was interpolated from observed gravity values.
 DM7214
 DM7214;                    North         East    Units  Estimated Accuracy
 DM7214;SPC NJ       -   163,035.2     181,912.4     MT  (+/- 3 meters HH1 GPS) 
 DM7214
 DM7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7439461567(NAD 83)
 DM7214
 DM7214                          SUPERSEDED SURVEY CONTROL
 DM7214
 DM7214.No superseded survey control is available for this station.
 DM7214
 DM7214_MARKER: DD = SURVEY DISK
 DM7214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7214_SP_SET: PIPE CULVERT
 DM7214_STAMPING: 13 Q 8 2008
 DM7214_MARK LOGO: NJGS
 DM7214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7214+STABILITY: SURFACE MOTION
 DM7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7214+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 DM7214
 DM7214  HISTORY     - Date     Condition        Report By
 DM7214  HISTORY     - 20080922 MONUMENTED       NJGS
 DM7214  HISTORY     - 20150317 GOOD             NJGS
 DM7214  HISTORY     - 20190225 GOOD             NJGS
 DM7214
 DM7214                          STATION DESCRIPTION
 DM7214
 DM7214'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7214'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, SET IN A DRILL HOLE IN
 DM7214'THE WEST ANGLE POINT OF A PIPE CULVERT ON THE NORTH SIDE OF COUNTY
 DM7214'ROUTE 537.  THE STATION IS ABOUT 0.2 MI (0.3 KM) EAST OF THE NORMANDY
 DM7214'ROAD AND RAILROAD BRIDGE OVER COUNTY ROUTE 537.
 DM7214'
 DM7214'THE STATION IS 19.0 FT (5.8 M) NORTH OF THE CENTERLINE OF ROUTE 537,
 DM7214'39.0 FT (11.9 M) WEST OF POLE NUMBER JC2019CN, 137.0 FT (41.8 M) EAST
 DM7214'OF POLE NUMBER JC2018CN, 6.0 FT (1.8 M) SOUTH OF A WHITE FENCE, 192 FT
 DM7214'(58.5 M) WEST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO FARM NUMBER
 DM7214'235 (CENTURY STABLES).
 DM7214
 DM7214                          STATION RECOVERY (2015)
 DM7214
 DM7214'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DM7214'RECOVERED IN GOOD CONDITION.
 DM7214'
 DM7214'NOTE-THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF
 DM7214'FARMINGDALE, 7.0 MI (11.3 KM) WEST OF LONG BRANCH AND 6.5 MI (10.5 KM)
 DM7214'EAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DM7214
 DM7214                          STATION RECOVERY (2019)
 DM7214
 DM7214'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DM7214'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5801 ***********************************************************************
 DP5801  DESIGNATION -  13 Q 9
 DP5801  PID         -  DP5801
 DP5801  STATE/COUNTY-  NJ/MONMOUTH
 DP5801  COUNTRY     -  US
 DP5801  USGS QUAD   -  FREEHOLD (2019)
 DP5801
 DP5801                         *CURRENT SURVEY CONTROL
 DP5801  ______________________________________________________________________
 DP5801* NAD 83(1986) POSITION- 40 15 26.71   (N) 074 19 15.94   (W)   HD_HELD1
 DP5801* NAVD 88 ORTHO HEIGHT -    48.564 (meters)      159.33  (feet) ADJUSTED
 DP5801  ______________________________________________________________________
 DP5801  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 DP5801  DYNAMIC HEIGHT  -         48.544 (meters)      159.26  (feet) COMP
 DP5801  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 DP5801
 DP5801  VERT ORDER      -  FIRST     CLASS II
 DP5801
 DP5801.The horizontal coordinates were determined by differentially corrected
 DP5801.hand held GPS observations or other comparable positioning techniques
 DP5801.and have an estimated accuracy of +/- 3 meters.
 DP5801
 DP5801.The orthometric height was determined by differential leveling and
 DP5801.adjusted by the NATIONAL GEODETIC SURVEY
 DP5801.in April 2015.
 DP5801
 DP5801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5801.GEOID18 height accuracy estimate available here.
 DP5801
 DP5801.Click photographs - Photos may exist for this station.
 DP5801
 DP5801.The dynamic height is computed by dividing the NAVD 88
 DP5801.geopotential number by the normal gravity value computed on the
 DP5801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5801.degrees latitude (g = 980.6199 gals.).
 DP5801
 DP5801.The modeled gravity was interpolated from observed gravity values.
 DP5801
 DP5801;                    North         East    Units  Estimated Accuracy
 DP5801;SPC NJ       -   158,110.0     165,218.4     MT  (+/- 3 meters HH1 GPS) 
 DP5801
 DP5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5773356549(NAD 83)
 DP5801
 DP5801                          SUPERSEDED SURVEY CONTROL
 DP5801
 DP5801.No superseded survey control is available for this station.
 DP5801
 DP5801_MARKER: DD = SURVEY DISK
 DP5801_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5801_SP_SET: BRICK WALL
 DP5801_STAMPING: 13 Q 9 2013
 DP5801_MARK LOGO: NJGS
 DP5801_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5801+STABILITY: SURFACE MOTION
 DP5801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5801+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 DP5801
 DP5801  HISTORY     - Date     Condition        Report By
 DP5801  HISTORY     - 20130507 MONUMENTED       NJGS
 DP5801  HISTORY     - 20160415 GOOD             NJGS
 DP5801
 DP5801                          STATION DESCRIPTION
 DP5801
 DP5801'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5801'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF MARLBORO,
 DP5801'4.4 MI (7.1 KM) NORTHWEST OF ADELPHIA AND 2.5 MI (4.0 KM) WEST OF
 DP5801'FREEHOLD.
 DP5801'
 DP5801'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP, ON THE GROUNDS OF THE
 DP5801'MONMOUTH BATTLEGROUND STATE PARK.
 DP5801'
 DP5801'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 9 AND NJ BUSINESS
 DP5801'ROUTE 33, GO 1.6 MI (2.6 KM) WEST ON NJ BUSINESS ROUTE 33 TO THE
 DP5801'ENTRANCE TO THE PARK.  TURN RIGHT AND GO 0.1 MI (0.2 KM) NORTH TO THE
 DP5801'ENTRANCE BOOTHS AND THE STATION SET VERTICALLY IN THE WEST FACE OF THE
 DP5801'WETERLY OF TWO BRICK ENTRANCE BOOTHS ON THE ENTRANCE ROAD TO MARK.
 DP5801'
 DP5801'IT IS 60.0 FT (18.3 M) EAST OF THE CENTERLINE OF THE EXIT ROAD, 6.5 FT
 DP5801'(2.0 M) SOUTH OF THE NORTHWEST CORNER OF THE BOOTH, 8.3 FT (2.5 M)
 DP5801'NORTH OF THE SOUTHWEST CORNER OF THE BOOTH, 13.0 FT (4.0 M) WEST OF
 DP5801'THE CENTERLINE OF THE WEST LANE OF THE ENTRANCE ROAD, 86 FT (26.2 M)
 DP5801'NORTH OF A U-TURN LANE.  THE STATION IS ABOUT 3 FT (0.9 M) ABOVE THE
 DP5801'GROUND.
 DP5801
 DP5801                          STATION RECOVERY (2016)
 DP5801
 DP5801'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP5801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7886 ***********************************************************************
 DP7886  DESIGNATION -  13 Q 9
 DP7886  PID         -  DP7886
 DP7886  STATE/COUNTY-  NJ/MONMOUTH
 DP7886  COUNTRY     -  US
 DP7886  USGS QUAD   -  ASBURY PARK (2019)
 DP7886
 DP7886                         *CURRENT SURVEY CONTROL
 DP7886  ______________________________________________________________________
 DP7886* NAD 83(1986) POSITION- 40 08 26.70   (N) 074 05 32.17   (W)   HD_HELD1
 DP7886* NAVD 88 ORTHO HEIGHT -    34.965 (meters)      114.71  (feet) ADJUSTED
 DP7886  ______________________________________________________________________
 DP7886  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 DP7886  DYNAMIC HEIGHT  -         34.948 (meters)      114.66  (feet) COMP
 DP7886  MODELED GRAVITY -    980,166.0   (mgal)                       NAVD 88
 DP7886
 DP7886  VERT ORDER      -  FIRST     CLASS II
 DP7886
 DP7886.The horizontal coordinates were determined by differentially corrected
 DP7886.hand held GPS observations or other comparable positioning techniques
 DP7886.and have an estimated accuracy of +/- 3 meters.
 DP7886
 DP7886.The orthometric height was determined by differential leveling and
 DP7886.adjusted by the NATIONAL GEODETIC SURVEY
 DP7886.in September 2015.
 DP7886
 DP7886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7886.GEOID18 height accuracy estimate available here.
 DP7886
 DP7886.Click photographs - Photos may exist for this station.
 DP7886
 DP7886.The dynamic height is computed by dividing the NAVD 88
 DP7886.geopotential number by the normal gravity value computed on the
 DP7886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7886.degrees latitude (g = 980.6199 gals.).
 DP7886
 DP7886.The modeled gravity was interpolated from observed gravity values.
 DP7886
 DP7886;                    North         East    Units  Estimated Accuracy
 DP7886;SPC NJ       -   145,220.9     184,742.7     MT  (+/- 3 meters HH1 GPS) 
 DP7886
 DP7886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7732443774(NAD 83)
 DP7886
 DP7886                          SUPERSEDED SURVEY CONTROL
 DP7886
 DP7886.No superseded survey control is available for this station.
 DP7886
 DP7886_MARKER: DD = SURVEY DISK
 DP7886_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP7886_SP_SET: BRIDGE BALUSTRADE BASE
 DP7886_STAMPING: 13 Q 9 2013
 DP7886_MARK LOGO: NJGS
 DP7886_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7886+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2013
 DP7886
 DP7886  HISTORY     - Date     Condition        Report By
 DP7886  HISTORY     - 20130201 MONUMENTED       NJGS
 DP7886
 DP7886                          STATION DESCRIPTION
 DP7886
 DP7886'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7886'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF FARMINGDALE,
 DP7886'4.2 MI (6.8 KM) NORTH-NORTHWEST OF POINT PLEASANT AND 4.1 MI (6.6 KM)
 DP7886'NORTHWEST OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN WALL
 DP7886'TOWNSHIP.
 DP7886'
 DP7886'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE BASE
 DP7886'OF A CONCRETE BALUSTRADE RAIL AT THE SOUTH END ON THE WEST SIDE OF THE
 DP7886'NJ ROUTE 34 BRIDGE SPANNING LAKEWOOD-ALLENWOOD ROAD (COUNTY HIGHWAY
 DP7886'124 SPUR).
 DP7886'
 DP7886'IT IS 65.0 FT (19.8 M) SOUTH-SOUTHEAST OF THE CENTER OF THE BRIDGE,
 DP7886'47.0 FT (14.3 M) NORTH OF POLE NUMBER JC4077, 8.0 FT (2.4 M) WEST OF
 DP7886'THE WEST CURB OF ROUTE 34, 4.0 FT (1.2 M) SOUTHEAST OF A 18 INCH (46
 DP7886'CM) TREE AND 0.5 FT (15 CM) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DP7886'BALUSTRADE END POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6272 ***********************************************************************
 KV6272  DESIGNATION -  13 R 1
 KV6272  PID         -  KV6272
 KV6272  STATE/COUNTY-  NJ/MONMOUTH
 KV6272  COUNTRY     -  US
 KV6272  USGS QUAD   -  ASBURY PARK (2019)
 KV6272
 KV6272                         *CURRENT SURVEY CONTROL
 KV6272  ______________________________________________________________________
 KV6272* NAD 83(1986) POSITION- 40 10 15.64   (N) 074 04 39.66   (W)   HD_HELD1
 KV6272* NAVD 88 ORTHO HEIGHT -    14.195 (meters)       46.57  (feet) ADJUSTED
 KV6272  ______________________________________________________________________
 KV6272  GEOID HEIGHT    -        -32.846 (meters)                     GEOID18
 KV6272  DYNAMIC HEIGHT  -         14.189 (meters)       46.55  (feet) COMP
 KV6272  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 KV6272
 KV6272  VERT ORDER      -  FIRST     CLASS II
 KV6272
 KV6272.The horizontal coordinates were determined by differentially corrected
 KV6272.hand held GPS observations or other comparable positioning techniques
 KV6272.and have an estimated accuracy of +/- 3 meters.
 KV6272
 KV6272.The orthometric height was determined by differential leveling and
 KV6272.adjusted by the NATIONAL GEODETIC SURVEY
 KV6272.in September 2015.
 KV6272
 KV6272.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6272.GEOID18 height accuracy estimate available here.
 KV6272
 KV6272.Click photographs - Photos may exist for this station.
 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       -   148,586.5     185,969.6     MT  (+/- 3 meters HH1 GPS) 
 KV6272
 KV6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7853247145(NAD 83)
 KV6272
 KV6272                          SUPERSEDED SURVEY CONTROL
 KV6272
 KV6272  NAVD 88 (06/15/91)   14.194  (m)           46.57   (f) SUPERSEDED  1 2
 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
 KV6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6272.See file dsdata.pdf to determine how the superseded data were derived.
 KV6272
 KV6272_MARKER: DD = SURVEY DISK
 KV6272_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV6272_STAMPING: 13 R 1 1989
 KV6272_MARK LOGO: NJGS
 KV6272_PROJECTION: RECESSED 30 CENTIMETERS
 KV6272_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6272+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2022
 KV6272
 KV6272  HISTORY     - Date     Condition        Report By
 KV6272  HISTORY     - 1989     MONUMENTED       NJGS
 KV6272  HISTORY     - 20070628 GOOD             INDIV
 KV6272  HISTORY     - 20130814 GOOD             NJGS
 KV6272  HISTORY     - 20220726 GOOD             AAAS
 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.
 KV6272
 KV6272                          STATION RECOVERY (2007)
 KV6272
 KV6272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SDC)
 KV6272'RECOVERED AS DESCRIBED.
 KV6272'GPS COORDINATES OBSERVED WERE 487487.845N, 610133.865E
 KV6272
 KV6272                          STATION RECOVERY (2013)
 KV6272
 KV6272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 KV6272'RECOVERED IN GOOD CONDITION.
 KV6272'
 KV6272'NOTE-ADD--THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHWEST
 KV6272'OF POINT PLEASANT BEACH, 5.1 MI (8.2 KM) EAST-SOUTHEAST OF FARMINGDALE
 KV6272'AND 4.8 MI (7.7 KM) SOUTHWEST OF ASBURY PARK.
 KV6272'
 KV6272'THE STATION IS A 1 INCH (3 CM) DIAMETER BRASS PLUG SET FLUSH IN THE
 KV6272'TOP OF A SQUARE CONCRETE POST, SET ABOUT 1 FT (0.3 M) BELOW THE
 KV6272'GROUND, 80.5 FT (24.5 M) EAST OF THE RANGE OF A SIGN (MILEPOST 1.5) ON
 KV6272'THE WEST BOUND LANES OF STATE HIGHWAY 138.
 KV6272'
 KV6272'THE STATION IS ALSO KNOWN AS 138 BASELINE STATION 440+00.46.
 KV6272
 KV6272                          STATION RECOVERY (2022)
 KV6272
 KV6272'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5807 ***********************************************************************
 DP5807  DESIGNATION -  13 R 10
 DP5807  PID         -  DP5807
 DP5807  STATE/COUNTY-  NJ/MONMOUTH
 DP5807  COUNTRY     -  US
 DP5807  USGS QUAD   -  FREEHOLD (2019)
 DP5807
 DP5807                         *CURRENT SURVEY CONTROL
 DP5807  ______________________________________________________________________
 DP5807* NAD 83(1986) POSITION- 40 15 05.54   (N) 074 18 59.71   (W)   HD_HELD1
 DP5807* NAVD 88 ORTHO HEIGHT -    51.603 (meters)      169.30  (feet) ADJUSTED
 DP5807  ______________________________________________________________________
 DP5807  GEOID HEIGHT    -        -32.355 (meters)                     GEOID18
 DP5807  DYNAMIC HEIGHT  -         51.582 (meters)      169.23  (feet) COMP
 DP5807  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 DP5807
 DP5807  VERT ORDER      -  FIRST     CLASS II
 DP5807
 DP5807.The horizontal coordinates were determined by differentially corrected
 DP5807.hand held GPS observations or other comparable positioning techniques
 DP5807.and have an estimated accuracy of +/- 3 meters.
 DP5807
 DP5807.The orthometric height was determined by differential leveling and
 DP5807.adjusted by the NATIONAL GEODETIC SURVEY
 DP5807.in April 2015.
 DP5807
 DP5807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5807.GEOID18 height accuracy estimate available here.
 DP5807
 DP5807.Click photographs - Photos may exist for this station.
 DP5807
 DP5807.The dynamic height is computed by dividing the NAVD 88
 DP5807.geopotential number by the normal gravity value computed on the
 DP5807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5807.degrees latitude (g = 980.6199 gals.).
 DP5807
 DP5807.The modeled gravity was interpolated from observed gravity values.
 DP5807
 DP5807;                    North         East    Units  Estimated Accuracy
 DP5807;SPC NJ       -   157,457.9     165,603.2     MT  (+/- 3 meters HH1 GPS) 
 DP5807
 DP5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5812155900(NAD 83)
 DP5807
 DP5807                          SUPERSEDED SURVEY CONTROL
 DP5807
 DP5807.No superseded survey control is available for this station.
 DP5807
 DP5807_MARKER: DD = SURVEY DISK
 DP5807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5807_STAMPING: 13 R 10 70+00 68 R
 DP5807_MARK LOGO: NJGS
 DP5807_PROJECTION: RECESSED 8 CENTIMETERS
 DP5807_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5807+STABILITY: SURFACE MOTION
 DP5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5807+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2024
 DP5807
 DP5807  HISTORY     - Date     Condition        Report By
 DP5807  HISTORY     - UNK      MONUMENTED       NJDT
 DP5807  HISTORY     - 20131015 GOOD             NJGS
 DP5807  HISTORY     - 20240416 GOOD             NJGS
 DP5807
 DP5807                          STATION DESCRIPTION
 DP5807
 DP5807'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5807'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF MARLBORO,
 DP5807'4.6 MI (7.4 KM) WEST-NORTHWEST OF ADELPHIA AND 3.0 MI (4.8 KM) WEST OF
 DP5807'FREEHOLD, IN FREEHOLD TOWNSHIP.
 DP5807'
 DP5807'THE STATION IS SET ON THE SOUTH SIDE OF NJ ROUTE 33, ABOUT 0.7 MI (1.1
 DP5807'KM) EAST OF THE RAMP OVER NJ ROUTE 33, LEADING TO NJ ROUTE 33
 DP5807'BUSINESS, ABOUT.3 MI WEST OF THE WEMROCK ROAD BRIDGE OVER NJ ROUTE 33.
 DP5807'THE STATION IS 1.8 FT (0.5 M) SOUTH OF THE SOUTHERLY EDGE OF PAVING
 DP5807'FOR NJ ROUTE 33, 9.6 FT (2.9 M) EAST OF THE NORTH POST OF A SIGN 25.5
 DP5807'FT (7.8 M) NORTHWEST OF A TREE.
 DP5807
 DP5807                          STATION RECOVERY (2024)
 DP5807
 DP5807'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DP5807'THE MARK IS ALONG A TALL TREE LINE WITH SOME OVERHANGING TREES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9964 ***********************************************************************
 DP9964  DESIGNATION -  13 R 11
 DP9964  PID         -  DP9964
 DP9964  STATE/COUNTY-  NJ/MONMOUTH
 DP9964  COUNTRY     -  US
 DP9964  USGS QUAD   -  KEYPORT (2016)
 DP9964
 DP9964                         *CURRENT SURVEY CONTROL
 DP9964  ______________________________________________________________________
 DP9964* NAD 83(1986) POSITION- 40 23 15.93   (N) 074 13 03.11   (W)   HD_HELD1
 DP9964* NAVD 88 ORTHO HEIGHT -    45.343 (meters)      148.76  (feet) ADJUSTED
 DP9964  ______________________________________________________________________
 DP9964  GEOID HEIGHT    -        -32.347 (meters)                     GEOID18
 DP9964  DYNAMIC HEIGHT  -         45.325 (meters)      148.70  (feet) COMP
 DP9964  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 DP9964
 DP9964  VERT ORDER      -  FIRST     CLASS II
 DP9964
 DP9964.The horizontal coordinates were determined by differentially corrected
 DP9964.hand held GPS observations or other comparable positioning techniques
 DP9964.and have an estimated accuracy of +/- 3 meters.
 DP9964
 DP9964.The orthometric height was determined by differential leveling and
 DP9964.adjusted by the NATIONAL GEODETIC SURVEY
 DP9964.in February 2016.
 DP9964
 DP9964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9964.GEOID18 height accuracy estimate available here.
 DP9964
 DP9964.Click photographs - Photos may exist for this station.
 DP9964
 DP9964.The dynamic height is computed by dividing the NAVD 88
 DP9964.geopotential number by the normal gravity value computed on the
 DP9964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9964.degrees latitude (g = 980.6199 gals.).
 DP9964
 DP9964.The modeled gravity was interpolated from observed gravity values.
 DP9964
 DP9964;                    North         East    Units  Estimated Accuracy
 DP9964;SPC NJ       -   172,604.5     173,981.8     MT  (+/- 3 meters HH1 GPS) 
 DP9964
 DP9964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6641271089(NAD 83)
 DP9964
 DP9964                          SUPERSEDED SURVEY CONTROL
 DP9964
 DP9964.No superseded survey control is available for this station.
 DP9964
 DP9964_MARKER: DD = SURVEY DISK
 DP9964_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP9964_SP_SET: CULVERT HEADWALL
 DP9964_STAMPING: 13 R 11 2015
 DP9964_MARK LOGO: NJGS
 DP9964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9964+STABILITY: SURFACE MOTION
 DP9964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9964+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9964
 DP9964  HISTORY     - Date     Condition        Report By
 DP9964  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9964
 DP9964                          STATION DESCRIPTION
 DP9964
 DP9964'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9964'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF SOUTH
 DP9964'AMBOY, 5.2 MI (8.4 KM) NORTH-NORTHEAST OF MARLBORO AND 3.3 MI (5.3 KM)
 DP9964'SOUTH-SOUTHWEST OF KEYPORT, IN ABERDEEN TOWNSHIP.
 DP9964'
 DP9964'TO REACH FROM THE INTERSECTION OF STATE ROUTE 34 AND MAIN STREET (NEW
 DP9964'JERSEY ROUTE 34) IN MATAWAN, GO ABOUT 1.7 MI (2.7 KM) SOUTH ON ROUTE
 DP9964'34 TO THE T-JUNCTION WITH WELLINGTON PLACE.  TURN LEFT AND GO ABOUT
 DP9964'150 FT (45.7 M) TO THE STATION ON THE LEFT, STATION IS SET IN A DRILL
 DP9964'HOLE IN A CULVERT FOR AN OUTFLOW PIPE FOR A DRAINAGE BASIN FOR AN
 DP9964'APARTMENT COMPLEX.
 DP9964'
 DP9964'IT IS 57.7 FT (17.6 M) NORTHWEST OF THE CENTERLINE OF WELLINGTON
 DP9964'PLACE, 145 FT (44.2 M) NORTHEAST OF THE CENTERLINE OF ROUTE 34, 52 FT
 DP9964'(15.8 M) WEST OF THE SOUTHWEST CORNER OF THE APARTMENT BUILDING, 65 FT
 DP9964'(19.8 M) NORTHWEST OF A STREET LIGHT (NUMBER 263) ON THE NORTHWEST
 DP9964'SIDE OF WELLINGTON PLACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0850 ***********************************************************************
 DQ0850  DESIGNATION -  13 R 12
 DQ0850  PID         -  DQ0850
 DQ0850  STATE/COUNTY-  NJ/MONMOUTH
 DQ0850  COUNTRY     -  US
 DQ0850  USGS QUAD   -  KEYPORT (2016)
 DQ0850
 DQ0850                         *CURRENT SURVEY CONTROL
 DQ0850  ______________________________________________________________________
 DQ0850* NAD 83(1986) POSITION- 40 26 21.11   (N) 074 11 13.46   (W)   HD_HELD1
 DQ0850* NAVD 88 ORTHO HEIGHT -     3.747 (meters)       12.29  (feet) ADJUSTED
 DQ0850  ______________________________________________________________________
 DQ0850  GEOID HEIGHT    -        -32.355 (meters)                     GEOID18
 DQ0850  DYNAMIC HEIGHT  -          3.745 (meters)       12.29  (feet) COMP
 DQ0850  MODELED GRAVITY -    980,223.1   (mgal)                       NAVD 88
 DQ0850
 DQ0850  VERT ORDER      -  FIRST     CLASS II
 DQ0850
 DQ0850.The horizontal coordinates were determined by differentially corrected
 DQ0850.hand held GPS observations or other comparable positioning techniques
 DQ0850.and have an estimated accuracy of +/- 3 meters.
 DQ0850
 DQ0850.The orthometric height was determined by differential leveling and
 DQ0850.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0850.in February 2016.
 DQ0850
 DQ0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0850.GEOID18 height accuracy estimate available here.
 DQ0850
 DQ0850.Click photographs - Photos may exist for this station.
 DQ0850
 DQ0850.The dynamic height is computed by dividing the NAVD 88
 DQ0850.geopotential number by the normal gravity value computed on the
 DQ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0850.degrees latitude (g = 980.6199 gals.).
 DQ0850
 DQ0850.The modeled gravity was interpolated from observed gravity values.
 DQ0850
 DQ0850;                    North         East    Units  Estimated Accuracy
 DQ0850;SPC NJ       -   178,324.5     176,547.5     MT  (+/- 3 meters HH1 GPS) 
 DQ0850
 DQ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6894576822(NAD 83)
 DQ0850
 DQ0850                          SUPERSEDED SURVEY CONTROL
 DQ0850
 DQ0850.No superseded survey control is available for this station.
 DQ0850
 DQ0850_MARKER: DD = SURVEY DISK
 DQ0850_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ0850_STAMPING: 13 R 12 2015
 DQ0850_MARK LOGO: NONE
 DQ0850_PROJECTION: FLUSH
 DQ0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0850+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 DQ0850
 DQ0850  HISTORY     - Date     Condition        Report By
 DQ0850  HISTORY     - UNK      MONUMENTED       NONE
 DQ0850  HISTORY     - 20150527 GOOD             NJGS
 DQ0850  HISTORY     - 20180809 GOOD             NJGS
 DQ0850
 DQ0850                          STATION DESCRIPTION
 DQ0850
 DQ0850'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0850'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF PERTH
 DQ0850'AMBOY, 6.1 MI (9.8 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND 0.8 MI (1.3
 DQ0850'KM) EAST-NORTHEAST OF KEYPORT, IN HAZLET TOWNSHIP.
 DQ0850'
 DQ0850'TO REACH FROM THE INTERSECTION OF FLORENCE AVENUE (COUNTY ROUTE 39)
 DQ0850'AND STONE ROAD (COUNTY ROUTE 6), GO 0.15 MI (0.2 KM) EAST ON STONE
 DQ0850'ROAD TO THE STATION ON THE RIGHT.
 DQ0850'
 DQ0850'THE STATION IS 106 FT (32.3 M) EAST OF THE CENTERLINE OF HIGHLAND
 DQ0850'AVENUE EXTENDED, 92 FT (28.0 M) WEST OF THE CENTERLINE OF THE HENRY
 DQ0850'HUDSON TRAIL, 2.5 FT (0.8 M) NORTH OF THE NORTH EDGE OF PAVING OF
 DQ0850'STONE ROAD, 17 FT (5.2 M) NORTH OF THE CENTERLINE OF STONE ROAD, 13.5
 DQ0850'FT (4.1 M) EAST OF POLE NUMBER JC560UB, 82.3 FT (25.1 M) WEST OF POLE
 DQ0850'NUMBER BT40067.
 DQ0850'
 DQ0850'THE STATION IS A MONMOUTH COUNTY DISK.
 DQ0850
 DQ0850                          STATION RECOVERY (2018)
 DQ0850
 DQ0850'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DQ0850'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5282 ***********************************************************************
 DR5282  DESIGNATION -  13 R 13
 DR5282  PID         -  DR5282
 DR5282  STATE/COUNTY-  NJ/MONMOUTH
 DR5282  COUNTRY     -  US
 DR5282  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5282
 DR5282                         *CURRENT SURVEY CONTROL
 DR5282  ______________________________________________________________________
 DR5282* NAD 83(1986) POSITION- 40 24 40.30   (N) 074 02 55.96   (W)   HD_HELD1
 DR5282* NAVD 88 ORTHO HEIGHT -     7.222 (meters)       23.69  (feet) ADJUSTED
 DR5282  ______________________________________________________________________
 DR5282  GEOID HEIGHT    -        -32.455 (meters)                     GEOID18
 DR5282  DYNAMIC HEIGHT  -          7.219 (meters)       23.68  (feet) COMP
 DR5282  MODELED GRAVITY -    980,206.0   (mgal)                       NAVD 88
 DR5282
 DR5282  VERT ORDER      -  FIRST     CLASS II
 DR5282
 DR5282.The horizontal coordinates were determined by differentially corrected
 DR5282.hand held GPS observations or other comparable positioning techniques
 DR5282.and have an estimated accuracy of +/- 3 meters.
 DR5282
 DR5282.The orthometric height was determined by differential leveling and
 DR5282.adjusted by the NATIONAL GEODETIC SURVEY
 DR5282.in July 2020.
 DR5282
 DR5282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5282.GEOID18 height accuracy estimate available here.
 DR5282
 DR5282.Click photographs - Photos may exist for this station.
 DR5282
 DR5282.The dynamic height is computed by dividing the NAVD 88
 DR5282.geopotential number by the normal gravity value computed on the
 DR5282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5282.degrees latitude (g = 980.6199 gals.).
 DR5282
 DR5282.The modeled gravity was interpolated from observed gravity values.
 DR5282
 DR5282;                    North         East    Units  Estimated Accuracy
 DR5282;SPC NJ       -   175,266.0     188,287.2     MT  (+/- 3 meters HH1 GPS) 
 DR5282
 DR5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8069973831(NAD 83)
 DR5282
 DR5282                          SUPERSEDED SURVEY CONTROL
 DR5282
 DR5282.No superseded survey control is available for this station.
 DR5282
 DR5282_MARKER: DD = SURVEY DISK
 DR5282_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5282_SP_SET: CURB
 DR5282_STAMPING: 13 R 13 2018
 DR5282_MARK LOGO: NJGS
 DR5282_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5282+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2018
 DR5282
 DR5282  HISTORY     - Date     Condition        Report By
 DR5282  HISTORY     - 20180910 MONUMENTED       NJGS
 DR5282
 DR5282                          STATION DESCRIPTION
 DR5282
 DR5282'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5282'THE MARK IS LOCATED ABOUT 12.4 MI (20.0 KM) EAST-NORTHEAST OF
 DR5282'MARLBORO, 8.1 MI (13.0 KM) EAST OF KEYPORT AND 8.0 MI (12.9 KM)
 DR5282'NORTH-NORTHWEST OF LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5282'
 DR5282'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE ROUTE 36 BRIDGE
 DR5282'OVER SHREWSBURY RIVER, NEAR SANDY HOOK, GO 3.6 MI (5.8 KM) WEST ON NEW
 DR5282'JERSEY STATE ROUTE 36 NORTH TO THE JUGHANDLE AT THE Y-INTERSECTION OF
 DR5282'LEONARDVILLE ROAD (COUNTY ROUTE 516) AND NEW JERSEY STATE ROUTE 36,
 DR5282'TAKE WEST LEONARDVILLE ROAD FOR 0.26 MI (0.42 KM).
 DR5282'
 DR5282'THE STATION IS SET IN A DRILL HOLE ON THE SOUTH CURB OF LEONARDVILLE
 DR5282'ROAD (COUNTY ROAD 516) BETWEEN BEACON HILL ROAD AND PORTLAND ROAD AND
 DR5282'NORTH OF THE BEACON HILLS COUNTRY CLUB GOLF COURSE, 118 FT (36.0 M)
 DR5282'EAST-NORTHEAST OF THE WEST PILLAR AT THE ENTRANCE TO THE COUNTRY CLUB,
 DR5282'91.25 FT (27.8 M) WEST-NORTHWEST OF A GREEN STREET SIGN FOR PORTLAND
 DR5282'ROAD, 61 FT (18.6 M) EAST-SOUTHEAST OF AN UNMARKED POWER LINE POLE,
 DR5282'16.5 FT (5.0 M) SOUTHWEST OF THE CENTERLINE OF LEONARDVILLE ROAD
 DR5282'(COUNTY ROAD 516).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5313 ***********************************************************************
 DR5313  DESIGNATION -  13 R 14
 DR5313  PID         -  DR5313
 DR5313  STATE/COUNTY-  NJ/MONMOUTH
 DR5313  COUNTRY     -  US
 DR5313  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5313
 DR5313                         *CURRENT SURVEY CONTROL
 DR5313  ______________________________________________________________________
 DR5313* NAD 83(1986) POSITION- 40 21 49.60   (N) 074 02 12.25   (W)   HD_HELD1
 DR5313* NAVD 88 ORTHO HEIGHT -     3.530 (meters)       11.58  (feet) ADJUSTED
 DR5313  ______________________________________________________________________
 DR5313  GEOID HEIGHT    -        -32.547 (meters)                     GEOID18
 DR5313  DYNAMIC HEIGHT  -          3.528 (meters)       11.57  (feet) COMP
 DR5313  MODELED GRAVITY -    980,195.2   (mgal)                       NAVD 88
 DR5313
 DR5313  VERT ORDER      -  FIRST     CLASS II
 DR5313
 DR5313.The horizontal coordinates were determined by differentially corrected
 DR5313.hand held GPS observations or other comparable positioning techniques
 DR5313.and have an estimated accuracy of +/- 3 meters.
 DR5313
 DR5313.The orthometric height was determined by differential leveling and
 DR5313.adjusted by the NATIONAL GEODETIC SURVEY
 DR5313.in July 2020.
 DR5313
 DR5313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5313.GEOID18 height accuracy estimate available here.
 DR5313
 DR5313.Click photographs - Photos may exist for this station.
 DR5313
 DR5313.The dynamic height is computed by dividing the NAVD 88
 DR5313.geopotential number by the normal gravity value computed on the
 DR5313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5313.degrees latitude (g = 980.6199 gals.).
 DR5313
 DR5313.The modeled gravity was interpolated from observed gravity values.
 DR5313
 DR5313;                    North         East    Units  Estimated Accuracy
 DR5313;SPC NJ       -   170,006.6     189,345.3     MT  (+/- 3 meters HH1 GPS) 
 DR5313
 DR5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8178668579(NAD 83)
 DR5313
 DR5313                          SUPERSEDED SURVEY CONTROL
 DR5313
 DR5313.No superseded survey control is available for this station.
 DR5313
 DR5313_MARKER: DD = SURVEY DISK
 DR5313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5313_SP_SET: RETAINING WALL
 DR5313_STAMPING: 13 R 14 2019
 DR5313_MARK LOGO: NJGS
 DR5313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5313+STABILITY: SURFACE MOTION
 DR5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5313+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2019
 DR5313
 DR5313  HISTORY     - Date     Condition        Report By
 DR5313  HISTORY     - 20190118 MONUMENTED       NJGS
 DR5313
 DR5313                          STATION DESCRIPTION
 DR5313
 DR5313'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (JWB)
 DR5313'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF ASBURY PARK, 9.9
 DR5313'MI (15.9 KM) EAST-SOUTHEAST OF KEYPORT AND 4.7 MI (7.6 KM)
 DR5313'NORTH-NORTHWEST OF LONG BRANCH, IN BOROUGH FAIR HAVEN.
 DR5313'
 DR5313'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 35 (MAPLE
 DR5313'AVENUE) AND WEST FRONT STREET (COUNTY ROAD 10), GO EAST ON WEST FRONT
 DR5313'STREET (COUNTY ROAD 10) FOR 1.97 MI (3.17 KM) AND   THE STATION IS ON
 DR5313'THE RIGHT.  TO REACH FROM THE SOUTH END OF THE OCEANIC BRIDGE OVER
 DR5313'NAVESINK RIVER, GO SOUTH ON BINGHAM AVENUE (COUNTY ROAD 8A) FOR 1.6 MI
 DR5313'(2.6 KM).  TURN RIGHT ON RIVER ROAD (COUNTY ROAD 10) FOR 1.66 MI (2.67
 DR5313'KM) AND THE STATION IS ON THE LEFT.
 DR5313'
 DR5313'THE STATION IS IN A DRILL HOLE ON TOP OF THE SOUTHEAST RETAINING WALL
 DR5313'FOR THE CULVERT THAT CROSSES FOURTH CREEK, 69.9 FT (21.3 M) NORTHEAST
 DR5313'OF THE CENTERLINE OF A PAVED DRIVEWAY TO 718 RIVER ROAD, 29 FT (8.8 M)
 DR5313'SOUTHEAST OF THE CENTERLINE OF RIVER ROAD COUNTY ROAD 10, 12.0 FT (3.7
 DR5313'M) WEST OF A UTILITY POLE NUMBERED JC48FH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5356 ***********************************************************************
 DR5356  DESIGNATION -  13 R 15
 DR5356  PID         -  DR5356
 DR5356  STATE/COUNTY-  NJ/MONMOUTH
 DR5356  COUNTRY     -  US
 DR5356  USGS QUAD   -  KEYPORT (2016)
 DR5356
 DR5356                         *CURRENT SURVEY CONTROL
 DR5356  ______________________________________________________________________
 DR5356* NAD 83(1986) POSITION- 40 26 37.16   (N) 074 09 13.16   (W)   HD_HELD1
 DR5356* NAVD 88 ORTHO HEIGHT -     3.562 (meters)       11.69  (feet) ADJUSTED
 DR5356  ______________________________________________________________________
 DR5356  GEOID HEIGHT    -        -32.344 (meters)                     GEOID18
 DR5356  DYNAMIC HEIGHT  -          3.561 (meters)       11.68  (feet) COMP
 DR5356  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 DR5356
 DR5356  VERT ORDER      -  FIRST     CLASS II
 DR5356
 DR5356.The horizontal coordinates were determined by differentially corrected
 DR5356.hand held GPS observations or other comparable positioning techniques
 DR5356.and have an estimated accuracy of +/- 3 meters.
 DR5356
 DR5356.The orthometric height was determined by differential leveling and
 DR5356.adjusted by the NATIONAL GEODETIC SURVEY
 DR5356.in July 2020.
 DR5356
 DR5356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5356.GEOID18 height accuracy estimate available here.
 DR5356
 DR5356.Click photographs - Photos may exist for this station.
 DR5356
 DR5356.The dynamic height is computed by dividing the NAVD 88
 DR5356.geopotential number by the normal gravity value computed on the
 DR5356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5356.degrees latitude (g = 980.6199 gals.).
 DR5356
 DR5356.The modeled gravity was interpolated from observed gravity values.
 DR5356
 DR5356;                    North         East    Units  Estimated Accuracy
 DR5356;SPC NJ       -   178,830.1     179,380.5     MT  (+/- 3 meters HH1 GPS) 
 DR5356
 DR5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7177477344(NAD 83)
 DR5356
 DR5356                          SUPERSEDED SURVEY CONTROL
 DR5356
 DR5356.No superseded survey control is available for this station.
 DR5356
 DR5356_MARKER: DB = BENCH MARK DISK
 DR5356_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5356_SP_SET: ABUTMENT
 DR5356_STAMPING: 13 R 15 2018
 DR5356_MARK LOGO: NJGS
 DR5356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5356+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DR5356
 DR5356  HISTORY     - Date     Condition        Report By
 DR5356  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5356
 DR5356                          STATION DESCRIPTION
 DR5356
 DR5356'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5356'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF SOUTH
 DR5356'AMBOY JUNCTION, 7.3 MI (11.7 KM) SOUTHEAST OF PERTH AMBOY AND 2.5 MI
 DR5356'(4.0 KM) EAST-NORTHEAST OF KEYPORT, IN UNION BEACH.
 DR5356'
 DR5356'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND ROSE
 DR5356'LANE, GO 0.35 MI (0.56 KM) NORTH ON ROSE LANE TO THE HENRY HUDSON
 DR5356'TRAIL CROSSING ROSE LANE, PACK EAST ON THE TRAIL FOR ABOUT 450 FT
 DR5356'(137.2 M) TO THE STATION ON THE LEFT.
 DR5356'
 DR5356'THE STATION IS SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 DR5356'ABUTMENT IN THE PATH AREA OF A FOOT BRIDGE, 3 FT (0.9 M) SOUTH OF THE
 DR5356'NORTH END OF THE ABUTMENT, 4.2 FT (1.3 M) NORTH OF THE CENTERLINE OF
 DR5356'THE TRAIL, 2 FT (0.6 M) SOUTHEAST OF THE EAST OF THE METAL RAIL, 26 FT
 DR5356'(7.9 M) EAST OF THE CENTER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3234 ***********************************************************************
 DS3234  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3234  DESIGNATION -  13 R 16
 DS3234  PID         -  DS3234
 DS3234  STATE/COUNTY-  NJ/MONMOUTH
 DS3234  COUNTRY     -  US
 DS3234  USGS QUAD   -  ALLENTOWN (2016)
 DS3234
 DS3234                         *CURRENT SURVEY CONTROL
 DS3234  ______________________________________________________________________
 DS3234* NAD 83(2011) POSITION- 40 10 11.85921(N) 074 32 29.44287(W)   ADJUSTED
 DS3234* NAD 83(2011) ELLIP HT-    -1.523 (meters)        (12/05/24)   ADJUSTED
 DS3234* NAD 83(2011) EPOCH   -  2010.00
 DS3234* NAVD 88 ORTHO HEIGHT -    31.00  (meters)      101.7   (feet) GPS OBS
 DS3234  ______________________________________________________________________
 DS3234  GEOID HEIGHT    -        -32.530 (meters)                     GEOID18
 DS3234  NAD 83(2011) X  -  1,300,863.648 (meters)                     COMP
 DS3234  NAD 83(2011) Y  - -4,703,994.621 (meters)                     COMP
 DS3234  NAD 83(2011) Z  -  4,092,423.231 (meters)                     COMP
 DS3234  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 DS3234
 DS3234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3234  Standards:
 DS3234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3234  -------------------------------------------------------------------
 DS3234  NETWORK    0.40   1.10           0.18   0.14   0.56     -0.05256957
 DS3234  -------------------------------------------------------------------
 DS3234  Click here for local accuracies and other accuracy information.
 DS3234
 DS3234.The horizontal coordinates were established by GPS observations
 DS3234.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3234
 DS3234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3234.been affixed to the stable North American tectonic plate. See 
 DS3234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3234
 DS3234.The horizontal coordinates are valid at the epoch date displayed above
 DS3234.which is a decimal equivalence of Year/Month/Day.
 DS3234
 DS3234.The orthometric height was determined by GPS observations and a
 DS3234.high-resolution geoid model using precise GPS observation and
 DS3234.processing techniques.
 DS3234
 DS3234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3234.GEOID18 height accuracy estimate available here.
 DS3234
 DS3234.Click photographs - Photos may exist for this station.
 DS3234
 DS3234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3234
 DS3234.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3234
 DS3234.The ellipsoidal height was determined by GPS observations
 DS3234.and is referenced to NAD 83.
 DS3234
 DS3234. The following values were computed from the NAD 83(2011) position.
 DS3234
 DS3234;                    North         East     Units Scale Factor Converg.
 DS3234;SPC NJ       -   148,385.170   146,464.296   MT  0.99990015   -0 01 36.4
 DS3234;SPC NJ       -   486,827.01    480,524.94   sFT  0.99990015   -0 01 36.4
 DS3234;UTM  18      - 4,446,722.251   539,039.274   MT  0.99961876   +0 17 44.7
 DS3234
 DS3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3234!SPC NJ       -   1.00000024  x   0.99990015  =   0.99990039
 DS3234!UTM  18      -   1.00000024  x   0.99961876  =   0.99961900
 DS3234
 DS3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3903946722(NAD 83)
 DS3234
 DS3234                          SUPERSEDED SURVEY CONTROL
 DS3234
 DS3234.No superseded survey control is available for this station.
 DS3234
 DS3234_MARKER: DD = SURVEY DISK
 DS3234_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3234_SP_SET: CULVERT
 DS3234_STAMPING: 13 R 16 2024
 DS3234_MARK LOGO: NJGS
 DS3234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3234+STABILITY: SURFACE MOTION
 DS3234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3234+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2024
 DS3234
 DS3234  HISTORY     - Date     Condition        Report By
 DS3234  HISTORY     - 20240619 MONUMENTED       NJGS
 DS3234
 DS3234                          STATION DESCRIPTION
 DS3234
 DS3234'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3234'THE STATION IS LOCATED ABOUT 6.9 MI (11.2 KM) SOUTH OF HIGHTSTOWN, 5.0
 DS3234'MI (8.0 KM) SOUTHWEST OF ROOSEVELT AND 2.3 MI (3.7 KM) EAST-SOUTHEAST
 DS3234'OF ALLENTOWN, IN UPPER FREEHOLD TOWNSHIP.
 DS3234'
 DS3234'TO REACH THE STATION FROM EXIT 11 OF U.S. INTERSTATE HIGHWAY 195, GO
 DS3234'0.7 MI (1.1 KM) SOUTH ON IMLAYSTOWN-HIGHTSTOWN ROAD TO THE JUNCTION
 DS3234'WITH ALLENTOWN-LAKEWOOD ROAD (COUNTY ROUTE 526), TURN RIGHT AND GO 1.4
 DS3234'MI (2.3 KM) WEST TO THE JUNCTION WITH SHARON STATION ROAD (COUNTY
 DS3234'ROUTE 539A), TURN LEFT AND GO 0.1 MI (0.2 KM) SOUTH ON SHARON STATION
 DS3234'ROAD TO THE STATION ON THE LEFT.
 DS3234'
 DS3234'THE STATION IS SET IN A DRILL HOLE ON THE EAST SIDE OF THE CULVERT AT
 DS3234'THE NORTH END OF THE BASE OF THE EAST STONE WALL FOR A STREAM UNDER
 DS3234'SHARON STATION ROAD, 5 FT (1.5 M) EAST OF THE EAST CURB OF SHARON
 DS3234'STATION ROAD, 18 FT (5.5 M) EAST OF THE NORTHBOUND LANES OF SHARON
 DS3234'STATION ROAD, 62 FT (18.9 M) SOUTH OF THE CENTERLINE OF A DRIVE
 DS3234'LEADING INTO THE ALLENTOWN CAGING COMPANY, 11 FT (3.4 M) NORTH OF THE
 DS3234'CENTER OF THE CULVERT, 2.5 FT (0.8 M) SOUTH OF THE NORTH END OF THE
 DS3234'CULVERT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6324 ***********************************************************************
 KV6324  DESIGNATION -  13 R 2
 KV6324  PID         -  KV6324
 KV6324  STATE/COUNTY-  NJ/MONMOUTH
 KV6324  COUNTRY     -  US
 KV6324  USGS QUAD   -  ALLENTOWN (2016)
 KV6324
 KV6324                         *CURRENT SURVEY CONTROL
 KV6324  ______________________________________________________________________
 KV6324* NAD 83(1986) POSITION- 40 10 33.     (N) 074 30 11.     (W)   SCALED
 KV6324* NAVD 88 ORTHO HEIGHT -    42.370 (meters)      139.01  (feet) ADJUSTED
 KV6324  ______________________________________________________________________
 KV6324  GEOID HEIGHT    -        -32.475 (meters)                     GEOID18
 KV6324  DYNAMIC HEIGHT  -         42.352 (meters)      138.95  (feet) COMP
 KV6324  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 KV6324
 KV6324  VERT ORDER      -  FIRST     CLASS II
 KV6324
 KV6324.The horizontal coordinates were scaled from a map and have
 KV6324.an estimated accuracy of +/- 6 seconds.
 KV6324
 KV6324.The orthometric height was determined by differential leveling and
 KV6324.adjusted by the NATIONAL GEODETIC SURVEY
 KV6324.in June 1991.
 KV6324
 KV6324.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6324.GEOID18 height accuracy estimate available here.
 KV6324
 KV6324.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK423473(NAD 83)
 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
 KV6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6324.See file dsdata.pdf to determine how the superseded data were derived.
 KV6324
 KV6324_MARKER: Z = SEE DESCRIPTION
 KV6324_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6972 ***********************************************************************
 KV6972  DESIGNATION -  13 R 3
 KV6972  PID         -  KV6972
 KV6972  STATE/COUNTY-  NJ/MONMOUTH
 KV6972  COUNTRY     -  US
 KV6972  USGS QUAD   -  FREEHOLD (2019)
 KV6972
 KV6972                         *CURRENT SURVEY CONTROL
 KV6972  ______________________________________________________________________
 KV6972* NAD 83(2011) POSITION- 40 15 13.33702(N) 074 20 31.82947(W)   ADJUSTED
 KV6972* NAD 83(2011) ELLIP HT-    11.243 (meters)        (06/27/12)   ADJUSTED
 KV6972* NAD 83(2011) EPOCH   -  2010.00
 KV6972* NAVD 88 ORTHO HEIGHT -    43.601 (meters)      143.05  (feet) ADJUSTED
 KV6972  ______________________________________________________________________
 KV6972  GEOID HEIGHT    -        -32.367 (meters)                     GEOID18
 KV6972  NAD 83(2011) X  -  1,315,603.701 (meters)                     COMP
 KV6972  NAD 83(2011) Y  - -4,693,669.056 (meters)                     COMP
 KV6972  NAD 83(2011) Z  -  4,099,532.631 (meters)                     COMP
 KV6972  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 KV6972  DYNAMIC HEIGHT  -         43.583 (meters)      142.99  (feet) COMP
 KV6972  MODELED GRAVITY -    980,215.2   (mgal)                       NAVD 88
 KV6972
 KV6972  VERT ORDER      -  FIRST     CLASS II
 KV6972
 KV6972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6972  Standards:
 KV6972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6972  -------------------------------------------------------------------
 KV6972  NETWORK    0.53   0.74           0.18   0.24   0.38     -0.15814789
 KV6972  -------------------------------------------------------------------
 KV6972  Click here for local accuracies and other accuracy information.
 KV6972
 KV6972.The horizontal coordinates were established by GPS observations
 KV6972.and adjusted by the National Geodetic Survey in June 2012.
 KV6972
 KV6972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6972.been affixed to the stable North American tectonic plate. See 
 KV6972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6972
 KV6972.The horizontal coordinates are valid at the epoch date displayed above
 KV6972.which is a decimal equivalence of Year/Month/Day.
 KV6972
 KV6972.The orthometric height was determined by differential leveling and
 KV6972.adjusted by the NATIONAL GEODETIC SURVEY
 KV6972.in April 2015.
 KV6972
 KV6972.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6972.GEOID18 height accuracy estimate available here.
 KV6972
 KV6972.Click photographs - Photos may exist for this station.
 KV6972
 KV6972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6972
 KV6972.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6972
 KV6972.The ellipsoidal height was determined by GPS observations
 KV6972.and is referenced to NAD 83.
 KV6972
 KV6972.The dynamic height is computed by dividing the NAVD 88
 KV6972.geopotential number by the normal gravity value computed on the
 KV6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6972.degrees latitude (g = 980.6199 gals.).
 KV6972
 KV6972.The modeled gravity was interpolated from observed gravity values.
 KV6972
 KV6972. The following values were computed from the NAD 83(2011) position.
 KV6972
 KV6972;                    North         East     Units Scale Factor Converg.
 KV6972;SPC NJ       -   157,694.170   163,425.948   MT  0.99990222   +0 06 07.1
 KV6972;SPC NJ       -   517,368.29    536,173.30   sFT  0.99990222   +0 06 07.1
 KV6972;UTM  18      - 4,456,124.104   555,943.599   MT  0.99963853   +0 25 30.3
 KV6972
 KV6972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6972!SPC NJ       -   0.99999824  x   0.99990222  =   0.99990046
 KV6972!UTM  18      -   0.99999824  x   0.99963853  =   0.99963677
 KV6972
 KV6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5594356124(NAD 83)
 KV6972
 KV6972                          SUPERSEDED SURVEY CONTROL
 KV6972
 KV6972  NAD 83(2007)-  40 15 13.33745(N)    074 20 31.82993(W) AD(2002.00) 0
 KV6972  ELLIP H (02/10/07)   11.251  (m)                       GP(2002.00)    
 KV6972  ELLIP H (10/23/02)   11.261  (m)                       GP(       ) 4 1
 KV6972  NAD 83(1996)-  40 15 13.33744(N)    074 20 31.83034(W) AD(       ) 1
 KV6972  ELLIP H (05/14/99)   11.258  (m)                       GP(       ) 4 1
 KV6972  NAD 83(1986)-  40 15 13.33826(N)    074 20 31.83229(W) AD(       ) 1
 KV6972  NAVD 88 (02/25/94)   43.6    (m)  GEOID93  model used  GPS OBS        
 KV6972
 KV6972.Superseded values are not recommended for survey control.
 KV6972
 KV6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6972.See file dsdata.pdf to determine how the superseded data were derived.
 KV6972
 KV6972_MARKER: DD = SURVEY DISK
 KV6972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6972_STAMPING: 13 R 3 1991
 KV6972_MARK LOGO: NJGS
 KV6972_PROJECTION: RECESSED 5 CENTIMETERS
 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 - May 12, 2020
 KV6972
 KV6972  HISTORY     - Date     Condition        Report By
 KV6972  HISTORY     - 1991     MONUMENTED       NJGS
 KV6972  HISTORY     - 19930624 GOOD
 KV6972  HISTORY     - 20130507 GOOD             NJGS
 KV6972  HISTORY     - 20200512 GOOD             NJGS
 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.
 KV6972
 KV6972                          STATION RECOVERY (2013)
 KV6972
 KV6972'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 KV6972'RECOVERED IN GOOD CONDITION.
 KV6972'
 KV6972'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF
 KV6972'MARLBORO, 5.1 MI (8.2 KM) WEST-NORTHWEST OF ADELPHIA AND 3.6 MI (5.8
 KV6972'KM) WEST OF FREEHOLD.
 KV6972
 KV6972                          STATION RECOVERY (2020)
 KV6972
 KV6972'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5240 ***********************************************************************
 AA5240  DESIGNATION -  13 R 5
 AA5240  PID         -  AA5240
 AA5240  STATE/COUNTY-  NJ/MONMOUTH
 AA5240  COUNTRY     -  US
 AA5240  USGS QUAD   -  ASBURY PARK (2019)
 AA5240
 AA5240                         *CURRENT SURVEY CONTROL
 AA5240  ______________________________________________________________________
 AA5240* NAD 83(2011) POSITION- 40 13 01.58134(N) 074 00 14.63733(W)   ADJUSTED
 AA5240* NAD 83(2011) ELLIP HT-   -30.655 (meters)        (06/27/12)   ADJUSTED
 AA5240* NAD 83(2011) EPOCH   -  2010.00
 AA5240* NAVD 88 ORTHO HEIGHT -     2.173 (meters)        7.13  (feet) ADJUSTED
 AA5240  ______________________________________________________________________
 AA5240  GEOID HEIGHT    -        -32.850 (meters)                     GEOID18
 AA5240  NAD 83(2011) X  -  1,343,993.062 (meters)                     COMP
 AA5240  NAD 83(2011) Y  - -4,688,316.456 (meters)                     COMP
 AA5240  NAD 83(2011) Z  -  4,096,403.203 (meters)                     COMP
 AA5240  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 AA5240  DYNAMIC HEIGHT  -          2.172 (meters)        7.13  (feet) COMP
 AA5240  MODELED GRAVITY -    980,169.6   (mgal)                       NAVD 88
 AA5240
 AA5240  VERT ORDER      -  FIRST     CLASS II
 AA5240
 AA5240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5240  Standards:
 AA5240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5240  -------------------------------------------------------------------
 AA5240  NETWORK    0.46   0.73           0.20   0.17   0.37     -0.03062030
 AA5240  -------------------------------------------------------------------
 AA5240  Click here for local accuracies and other accuracy information.
 AA5240
 AA5240.The horizontal coordinates were established by GPS observations
 AA5240.and adjusted by the National Geodetic Survey in June 2012.
 AA5240
 AA5240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5240.been affixed to the stable North American tectonic plate. See 
 AA5240.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5240
 AA5240.The horizontal coordinates are valid at the epoch date displayed above
 AA5240.which is a decimal equivalence of Year/Month/Day.
 AA5240
 AA5240.The orthometric height was determined by differential leveling and
 AA5240.adjusted by the NATIONAL GEODETIC SURVEY
 AA5240.in May 2012.
 AA5240
 AA5240.No vertical observational check was made to the station.
 AA5240
 AA5240.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5240.GEOID18 height accuracy estimate available here.
 AA5240
 AA5240.Click photographs - Photos may exist for this station.
 AA5240
 AA5240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5240
 AA5240.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5240
 AA5240.The ellipsoidal height was determined by GPS observations
 AA5240.and is referenced to NAD 83.
 AA5240
 AA5240.The dynamic height is computed by dividing the NAVD 88
 AA5240.geopotential number by the normal gravity value computed on the
 AA5240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5240.degrees latitude (g = 980.6199 gals.).
 AA5240
 AA5240.The modeled gravity was interpolated from observed gravity values.
 AA5240
 AA5240. The following values were computed from the NAD 83(2011) position.
 AA5240
 AA5240;                    North         East     Units Scale Factor Converg.
 AA5240;SPC NJ       -   153,736.685   192,211.164   MT  0.99992193   +0 19 12.8
 AA5240;SPC NJ       -   504,384.44    630,612.79   sFT  0.99992193   +0 19 12.8
 AA5240;UTM  18      - 4,452,329.892   584,743.505   MT  0.99968840   +0 38 35.2
 AA5240
 AA5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5240!SPC NJ       -   1.00000481  x   0.99992193  =   0.99992674
 AA5240!UTM  18      -   1.00000481  x   0.99968840  =   0.99969321
 AA5240
 AA5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8474352329(NAD 83)
 AA5240
 AA5240                          SUPERSEDED SURVEY CONTROL
 AA5240
 AA5240  NAD 83(2007)-  40 13 01.58176(N)    074 00 14.63778(W) AD(2002.00) 0
 AA5240  ELLIP H (02/10/07)  -30.646  (m)                       GP(2002.00)    
 AA5240  ELLIP H (10/23/02)  -30.629  (m)                       GP(       ) 4 1
 AA5240  NAD 83(1996)-  40 13 01.58159(N)    074 00 14.63778(W) AD(       ) 1
 AA5240  ELLIP H (05/14/99)  -30.648  (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)  -30.621  (m)                       GP(       ) 3 1
 AA5240  NAVD 88 (05/22/95)    2.2    (m)  GEOID93  model used  GPS OBS        
 AA5240
 AA5240.Superseded values are not recommended for survey control.
 AA5240
 AA5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5240.See file dsdata.pdf to determine how the superseded data were derived.
 AA5240
 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_PROJECTION: RECESSED 25 CENTIMETERS
 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 - July 23, 2018
 AA5240
 AA5240  HISTORY     - Date     Condition        Report By
 AA5240  HISTORY     - 1993     MONUMENTED       NJGS
 AA5240  HISTORY     - 20030819 GOOD             INDIV
 AA5240  HISTORY     - 20080422 MARK NOT FOUND   NJGS
 AA5240  HISTORY     - 20090501 GOOD             NJGS
 AA5240  HISTORY     - 20100801 GOOD             NJGS
 AA5240  HISTORY     - 20180723 GOOD             NJGS
 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.
 AA5240
 AA5240                          STATION RECOVERY (2008)
 AA5240
 AA5240'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 AA5240'THE BULKHEAD AND THE AREA BEHIND IT HAS BEEN REBUILT.  THE STATION WAS
 AA5240'PROBABLY DESTROYED DURING CONSTRUCTION AND WAS NOT FOUND.
 AA5240
 AA5240                          STATION RECOVERY (2009)
 AA5240
 AA5240'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 AA5240'THE STATION IS 23.3 FT. SOUTH OF THE SOUTH CURB OF LAKE AVENUE, 87.0
 AA5240'FT. WEST OF THE CENTERLINE OF ST. JAMES PLACE, 12.0 FT NORTH OF THE
 AA5240'NORTH BULKHEAD OF LAKE WESLEY, 54.0 FT. WEST-SOUTHWEST OF THE WEST END
 AA5240'OF AN IRON FENCE.  THE STATION IS 6 INCHES BELOW THE GROUND.
 AA5240
 AA5240                          STATION RECOVERY (2010)
 AA5240
 AA5240'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 AA5240'STATION RECOVERED IN GOOD CONDITION.
 AA5240'
 AA5240'NOTE-THE STATION IS ALSO 3.6 FT (1.1 M) SOUTHWEST OF A 4 INCH (10 CM)
 AA5240'BY 4 INCH (10 CM) WOODEN POST WITH A WITNESS SIGN ATTACHED, 88.5 FT
 AA5240'(27.0 M) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 24.2 FT (7.4 M) SOUTHEAST
 AA5240'OF THE CENTERLINE OF AN INLET CURB PIECE ON THE SOUTH CURBLINE OF LAKE
 AA5240'AVENUE.
 AA5240
 AA5240                          STATION RECOVERY (2018)
 AA5240
 AA5240'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 AA5240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6573 ***********************************************************************
 DK6573  DESIGNATION -  13 R 6
 DK6573  PID         -  DK6573
 DK6573  STATE/COUNTY-  NJ/MONMOUTH
 DK6573  COUNTRY     -  US
 DK6573  USGS QUAD   -  FREEHOLD (2019)
 DK6573
 DK6573                         *CURRENT SURVEY CONTROL
 DK6573  ______________________________________________________________________
 DK6573* NAD 83(1986) POSITION- 40 15 13.42   (N) 074 17 00.12   (W)   HD_HELD1
 DK6573* NAVD 88 ORTHO HEIGHT -    56.979 (meters)      186.94  (feet) ADJUSTED
 DK6573  ______________________________________________________________________
 DK6573  GEOID HEIGHT    -        -32.352 (meters)                     GEOID18
 DK6573  DYNAMIC HEIGHT  -         56.956 (meters)      186.86  (feet) COMP
 DK6573  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 DK6573
 DK6573  VERT ORDER      -  SECOND    CLASS II
 DK6573
 DK6573.The horizontal coordinates were determined by differentially corrected
 DK6573.hand held GPS observations or other comparable positioning techniques
 DK6573.and have an estimated accuracy of +/- 3 meters.
 DK6573
 DK6573.The orthometric height was determined by differential leveling and
 DK6573.adjusted by the NATIONAL GEODETIC SURVEY
 DK6573.in May 2011.
 DK6573
 DK6573.No vertical observational check was made to the station.
 DK6573
 DK6573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6573.GEOID18 height accuracy estimate available here.
 DK6573
 DK6573.Click photographs - Photos may exist for this station.
 DK6573
 DK6573.The dynamic height is computed by dividing the NAVD 88
 DK6573.geopotential number by the normal gravity value computed on the
 DK6573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6573.degrees latitude (g = 980.6199 gals.).
 DK6573
 DK6573.The modeled gravity was interpolated from observed gravity values.
 DK6573
 DK6573;                    North         East    Units  Estimated Accuracy
 DK6573;SPC NJ       -   157,707.3     168,428.7     MT  (+/- 3 meters HH1 GPS) 
 DK6573
 DK6573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6094456165(NAD 83)
 DK6573
 DK6573                          SUPERSEDED SURVEY CONTROL
 DK6573
 DK6573.No superseded survey control is available for this station.
 DK6573
 DK6573_MARKER: DD = SURVEY DISK
 DK6573_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6573_SP_SET: TRAFFIC SIGNAL BASE
 DK6573_STAMPING: 13 R 6 2006
 DK6573_MARK LOGO: NJGS
 DK6573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6573+STABILITY: SURFACE MOTION
 DK6573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6573+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 DK6573
 DK6573  HISTORY     - Date     Condition        Report By
 DK6573  HISTORY     - 20061102 MONUMENTED       NJGS
 DK6573  HISTORY     - 20220908 GOOD             NJGS
 DK6573
 DK6573                          STATION DESCRIPTION
 DK6573
 DK6573'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6573'THE STATION IS LOCATED IN THE BOROUGH OF FREEHOLD.  SET IN A DRILL
 DK6573'HOLE IN THE EAST CORNER OF THE BASE FOR A TRAFFIC SIGNAL ON THE
 DK6573'SOUTHEAST CORNER OF WEST MAIN STREET (COUNTY ROUTE 537) AND PARK
 DK6573'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD.
 DK6573'
 DK6573'THE STATION IS 25.0 FT (7.6 M) WEST-NORTHWEST OF MILEPOST MARKER 3 FOR
 DK6573'PARK AVENUE (NJ STATE ROUTE 33 BUSINESS), 34.1 FT (10.4 M)
 DK6573'WEST-NORTHWEST OF POLE NUMBER JC39FT, 19.0 FT (5.8 M) SOUTHWEST OF THE
 DK6573'SOUTH CURBLINE OF PARK AVENUE (NJ STATE ROUTE 33 BUSINESS), 17.1 FT
 DK6573'(5.2 M) SOUTHEAST OF THE EAST CURBLINE OF WEST MAIN STREET, 33.7 FT
 DK6573'(10.3 M) NORTHEAST OF POLE NUMBER C1306F.  THE STATION IS FLUSH WITH
 DK6573'THE SIDEWALK.
 DK6573
 DK6573                          STATION RECOVERY (2022)
 DK6573
 DK6573'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6972 ***********************************************************************
 DM6972  DESIGNATION -  13 R 7
 DM6972  PID         -  DM6972
 DM6972  STATE/COUNTY-  NJ/MONMOUTH
 DM6972  COUNTRY     -  US
 DM6972  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6972
 DM6972                         *CURRENT SURVEY CONTROL
 DM6972  ______________________________________________________________________
 DM6972* NAD 83(1986) POSITION- 40 18 59.     (N) 073 59 31.     (W)   SCALED
 DM6972* NAVD 88 ORTHO HEIGHT -     3.087 (meters)       10.13  (feet) ADJUSTED
 DM6972  ______________________________________________________________________
 DM6972  GEOID HEIGHT    -        -32.700 (meters)                     GEOID18
 DM6972  DYNAMIC HEIGHT  -          3.086 (meters)       10.12  (feet) COMP
 DM6972  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 DM6972
 DM6972  VERT ORDER      -  FIRST     CLASS II
 DM6972
 DM6972.The horizontal coordinates were scaled from a map and have
 DM6972.an estimated accuracy of +/- 6 seconds.
 DM6972
 DM6972.The orthometric height was determined by differential leveling and
 DM6972.adjusted by the NATIONAL GEODETIC SURVEY
 DM6972.in May 2011.
 DM6972
 DM6972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6972.GEOID18 height accuracy estimate available here.
 DM6972
 DM6972.Click photographs - Photos may exist for this station.
 DM6972
 DM6972.The dynamic height is computed by dividing the NAVD 88
 DM6972.geopotential number by the normal gravity value computed on the
 DM6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6972.degrees latitude (g = 980.6199 gals.).
 DM6972
 DM6972.The modeled gravity was interpolated from observed gravity values.
 DM6972
 DM6972;                    North         East    Units  Estimated Accuracy
 DM6972;SPC NJ       -   164,770.      193,180.      MT  (+/- 180 meters Scaled)
 DM6972
 DM6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK856633(NAD 83)
 DM6972
 DM6972                          SUPERSEDED SURVEY CONTROL
 DM6972
 DM6972.No superseded survey control is available for this station.
 DM6972
 DM6972_MARKER: DD = SURVEY DISK
 DM6972_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6972_SP_SET: BRIDGE ABUTMENT
 DM6972_STAMPING: 13 R 7 2008
 DM6972_MARK LOGO: NJGS
 DM6972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6972+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2020
 DM6972
 DM6972  HISTORY     - Date     Condition        Report By
 DM6972  HISTORY     - 20080507 MONUMENTED       NJGS
 DM6972  HISTORY     - 20200312 GOOD             ENG
 DM6972
 DM6972                          STATION DESCRIPTION
 DM6972
 DM6972'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6972'THE STATION IS LOCATED IN LONG BRANCH, SET IN A DRILL HOLE IN THE WEST
 DM6972'CORNER OF THE NORTH ABUTMENT FOR THE ATLANTIC AVENUE BRIDGE (NUMBER
 DM6972'0-35) SPANNING TROUTMANS CREEK.
 DM6972'
 DM6972'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE (STATE ROUTE
 DM6972'36) AND ATLANTIC AVENUE, GO 0.85 MI (1.4 KM) EAST-SOUTHEAST ON
 DM6972'ATLANTIC AVENUE TO THE BRIDGE AND STATION ON THE RIGHT.
 DM6972'
 DM6972'THE STATION IS 8.8 FT (2.7 M) WEST OF THE WEST CENTERLINE OF ATLANTIC
 DM6972'AVENUE, 79.0 FT (24.1 M) NORTH OF THE CENTER OF THE BRIDGE, 2.0 FT
 DM6972'(0.6 M) WEST OF THE NORTHWEST CORNER OF THE CONCRETE BALUSTRADE (WITH
 DM6972'NAMEPLATE), 11.3 FT (3.4 M) SOUTH OF A SIGN (TROUTMANS CREEK).
 DM6972
 DM6972                          STATION RECOVERY (2020)
 DM6972
 DM6972'RECOVERY NOTE BY ENGINEERING, INC 2020 (ARS)
 DM6972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8250 ***********************************************************************
 DN8250  DESIGNATION -  13 R 8
 DN8250  PID         -  DN8250
 DN8250  STATE/COUNTY-  NJ/MONMOUTH
 DN8250  COUNTRY     -  US
 DN8250  USGS QUAD   -  ASBURY PARK (2019)
 DN8250
 DN8250                         *CURRENT SURVEY CONTROL
 DN8250  ______________________________________________________________________
 DN8250* NAD 83(1986) POSITION- 40 10 13.57   (N) 074 06 13.26   (W)   HD_HELD1
 DN8250* NAVD 88 ORTHO HEIGHT -    39.606 (meters)      129.94  (feet) ADJUSTED
 DN8250  ______________________________________________________________________
 DN8250  GEOID HEIGHT    -        -32.799 (meters)                     GEOID18
 DN8250  DYNAMIC HEIGHT  -         39.588 (meters)      129.88  (feet) COMP
 DN8250  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 DN8250
 DN8250  VERT ORDER      -  FIRST     CLASS II
 DN8250
 DN8250.The horizontal coordinates were determined by differentially corrected
 DN8250.hand held GPS observations or other comparable positioning techniques
 DN8250.and have an estimated accuracy of +/- 3 meters.
 DN8250
 DN8250.The orthometric height was determined by differential leveling and
 DN8250.adjusted by the NATIONAL GEODETIC SURVEY
 DN8250.in April 2013.
 DN8250
 DN8250.No vertical observational check was made to the station.
 DN8250
 DN8250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8250.GEOID18 height accuracy estimate available here.
 DN8250
 DN8250.Click photographs - Photos may exist for this station.
 DN8250
 DN8250.The dynamic height is computed by dividing the NAVD 88
 DN8250.geopotential number by the normal gravity value computed on the
 DN8250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8250.degrees latitude (g = 980.6199 gals.).
 DN8250
 DN8250.The modeled gravity was interpolated from observed gravity values.
 DN8250
 DN8250;                    North         East    Units  Estimated Accuracy
 DN8250;SPC NJ       -   148,512.4     183,755.4     MT  (+/- 3 meters HH1 GPS) 
 DN8250
 DN8250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7631947059(NAD 83)
 DN8250
 DN8250                          SUPERSEDED SURVEY CONTROL
 DN8250
 DN8250.No superseded survey control is available for this station.
 DN8250
 DN8250_MARKER: DD = SURVEY DISK
 DN8250_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8250_SP_SET: HIGHMAST LIGHT POLE BASE
 DN8250_STAMPING: 13 R 8 2011
 DN8250_MARK LOGO: NJGS
 DN8250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8250+STABILITY: SURFACE MOTION
 DN8250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8250+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DN8250
 DN8250  HISTORY     - Date     Condition        Report By
 DN8250  HISTORY     - 20111008 MONUMENTED       NJGS
 DN8250  HISTORY     - 20130821 GOOD             NJGS
 DN8250
 DN8250                          STATION DESCRIPTION
 DN8250
 DN8250'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8250'THE STATION IS LOCATED IN WALL TOWNSHIP, SET IN A DRILL HOLE IN THE
 DN8250'SOUTHWEST CORNER OF THE BASE OF A HIGH MAST LIGHT POLE AT EXIT 35B FOR
 DN8250'THE RAMP LEADING FROM WEST BOUND I-195 ONTO NORTH BOUND LANES OF NJ
 DN8250'ROUTE 34.
 DN8250'
 DN8250'TO REACH THE STATION FROM THE JUNCTION OF ALLENWOOD ROAD AND NEW
 DN8250'JERSEY STATE ROUTE 138, GO 0.6 MI (1.0 KM) WEST ON ROUTE 138 TO THE
 DN8250'EXIT RAMP AND STATION ON THE RIGHT.
 DN8250'
 DN8250'THE STATION IS 30 FT (9.1 M) NORTH OF THE NORTH CURB OF I-195, 12.9 FT
 DN8250'(3.9 M) NORTH OF THE NORTH CORNER OF AN ALUMINUM ELECTRICAL BOX, 2.5
 DN8250'FT (0.8 M) SOUTHWEST OF THE CENTER OF THE MAST, 0.5 FT (0.2 M) EAST OF
 DN8250'THE SOUTHWEST CORNER OF THE BASE.  THE DISK IS ABOUT 1.5 FT (0.5 M)
 DN8250'ABOVE THE GROUND.
 DN8250
 DN8250                          STATION RECOVERY (2013)
 DN8250
 DN8250'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DN8250'RECOVERED IN GOOD CONDITION.
 DN8250'
 DN8250'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST
 DN8250'OF POINT PLEASANT BEACH, 5.9 MI (9.5 KM) SOUTHWEST OF ASBURY PARK AND
 DN8250'3.9 MI (6.3 KM) EAST-SOUTHEAST OF FARMINGDALE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5803 ***********************************************************************
 DP5803  DESIGNATION -  13 R 9
 DP5803  PID         -  DP5803
 DP5803  STATE/COUNTY-  NJ/MONMOUTH
 DP5803  COUNTRY     -  US
 DP5803  USGS QUAD   -  FREEHOLD (2019)
 DP5803
 DP5803                         *CURRENT SURVEY CONTROL
 DP5803  ______________________________________________________________________
 DP5803* NAD 83(1986) POSITION- 40 15 17.05   (N) 074 19 53.55   (W)   HD_HELD1
 DP5803* NAVD 88 ORTHO HEIGHT -    43.419 (meters)      142.45  (feet) ADJUSTED
 DP5803  ______________________________________________________________________
 DP5803  GEOID HEIGHT    -        -32.361 (meters)                     GEOID18
 DP5803  DYNAMIC HEIGHT  -         43.401 (meters)      142.39  (feet) COMP
 DP5803  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 DP5803
 DP5803  VERT ORDER      -  FIRST     CLASS II
 DP5803
 DP5803.The horizontal coordinates were determined by differentially corrected
 DP5803.hand held GPS observations or other comparable positioning techniques
 DP5803.and have an estimated accuracy of +/- 3 meters.
 DP5803
 DP5803.The orthometric height was determined by differential leveling and
 DP5803.adjusted by the NATIONAL GEODETIC SURVEY
 DP5803.in April 2015.
 DP5803
 DP5803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5803.GEOID18 height accuracy estimate available here.
 DP5803
 DP5803.Click photographs - Photos may exist for this station.
 DP5803
 DP5803.The dynamic height is computed by dividing the NAVD 88
 DP5803.geopotential number by the normal gravity value computed on the
 DP5803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5803.degrees latitude (g = 980.6199 gals.).
 DP5803
 DP5803.The modeled gravity was interpolated from observed gravity values.
 DP5803
 DP5803;                    North         East    Units  Estimated Accuracy
 DP5803;SPC NJ       -   157,810.3     164,330.3     MT  (+/- 3 meters HH1 GPS) 
 DP5803
 DP5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5684756245(NAD 83)
 DP5803
 DP5803                          SUPERSEDED SURVEY CONTROL
 DP5803
 DP5803.No superseded survey control is available for this station.
 DP5803
 DP5803_MARKER: DD = SURVEY DISK
 DP5803_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5803_SP_SET: CURB
 DP5803_STAMPING: 13 R 9 2013
 DP5803_MARK LOGO: NJGS
 DP5803_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5803+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2013
 DP5803
 DP5803  HISTORY     - Date     Condition        Report By
 DP5803  HISTORY     - 20130507 MONUMENTED       NJGS
 DP5803
 DP5803                          STATION DESCRIPTION
 DP5803
 DP5803'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5803'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF MARLBORO,
 DP5803'4.7 MI (7.6 KM) WEST-NORTHWEST OF ADELPHIA AND 3.1 MI (5.0 KM) WEST OF
 DP5803'FREEHOLD.
 DP5803'
 DP5803'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 9 AND NJ BUSINESS
 DP5803'ROUTE 33, GO 2.15 MI (3.5 KM) WEST ON NJ BUSINESS ROUTE 33 TO THE
 DP5803'STATION ON THE RIGHT SET IN A DRILL HOLE IN THE CURB OF THE NJ
 DP5803'BUISNESS ROUTE 33, AT THE NORTHWEST CORNER OF NJ BUSINESS ROUTE 33 AND
 DP5803'YATES ROAD, THE ENTRANCE ROAD LEADING TO THE VILLAGE GRANDE.
 DP5803'
 DP5803'IT IS 25 FT (7.6 M) NORTH OF THE CENTERLINE OF NJ BUSINESS ROUTE 33,
 DP5803'76 FT (23.2 M) WEST OF THE CENTERLINE OF YATES ROAD, 115 FT (35.1 M)
 DP5803'EAST OF POLE NUMBER JC164MPN, 57 FT (17.4 M) NORTH-NORTHWEST OF POLE
 DP5803'NUMBER JC618MPN, 9.8 FT (3.0 M) EAST OF THE WEST END OF THE CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7889 ***********************************************************************
 DP7889  DESIGNATION -  13 R 9
 DP7889  PID         -  DP7889
 DP7889  STATE/COUNTY-  NJ/MONMOUTH
 DP7889  COUNTRY     -  US
 DP7889  USGS QUAD   -  ASBURY PARK (2019)
 DP7889
 DP7889                         *CURRENT SURVEY CONTROL
 DP7889  ______________________________________________________________________
 DP7889* NAD 83(1986) POSITION- 40 07 34.16   (N) 074 05 00.11   (W)   HD_HELD1
 DP7889* NAVD 88 ORTHO HEIGHT -    30.774 (meters)      100.96  (feet) ADJUSTED
 DP7889  ______________________________________________________________________
 DP7889  GEOID HEIGHT    -        -32.938 (meters)                     GEOID18
 DP7889  DYNAMIC HEIGHT  -         30.760 (meters)      100.92  (feet) COMP
 DP7889  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 DP7889
 DP7889  VERT ORDER      -  FIRST     CLASS II
 DP7889
 DP7889.The horizontal coordinates were determined by differentially corrected
 DP7889.hand held GPS observations or other comparable positioning techniques
 DP7889.and have an estimated accuracy of +/- 3 meters.
 DP7889
 DP7889.The orthometric height was determined by differential leveling and
 DP7889.adjusted by the NATIONAL GEODETIC SURVEY
 DP7889.in September 2015.
 DP7889
 DP7889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7889.GEOID18 height accuracy estimate available here.
 DP7889
 DP7889.Click photographs - Photos may exist for this station.
 DP7889
 DP7889.The dynamic height is computed by dividing the NAVD 88
 DP7889.geopotential number by the normal gravity value computed on the
 DP7889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7889.degrees latitude (g = 980.6199 gals.).
 DP7889
 DP7889.The modeled gravity was interpolated from observed gravity values.
 DP7889
 DP7889;                    North         East    Units  Estimated Accuracy
 DP7889;SPC NJ       -   143,604.0     185,509.1     MT  (+/- 3 meters HH1 GPS) 
 DP7889
 DP7889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7810042162(NAD 83)
 DP7889
 DP7889                          SUPERSEDED SURVEY CONTROL
 DP7889
 DP7889.No superseded survey control is available for this station.
 DP7889
 DP7889_MARKER: DD = SURVEY DISK
 DP7889_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7889+WITH SETTING: PAVEMENT
 DP7889_SP_SET: GUARDRAIL CABLE ANCHOR BASE
 DP7889_STAMPING: 13 R 9 2013
 DP7889_MARK LOGO: NJGS
 DP7889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7889+STABILITY: SURFACE MOTION
 DP7889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7889+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2018
 DP7889
 DP7889  HISTORY     - Date     Condition        Report By
 DP7889  HISTORY     - 20130629 MONUMENTED       NJGS
 DP7889  HISTORY     - 20160504 GOOD             NJGS
 DP7889  HISTORY     - 20170608 GOOD             AAAS
 DP7889  HISTORY     - 20180530 GOOD             NJGS
 DP7889
 DP7889                          STATION DESCRIPTION
 DP7889
 DP7889'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7889'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF
 DP7889'FARMINGDALE, 3.1 MI (5.0 KM) NORTH-NORTHWEST OF POINT PLEASANT AND 3.0
 DP7889'MI (4.8 KM) NORTHWEST OF POINT PLEASANT BEACH.
 DP7889'
 DP7889'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE WEST SIDE OF STATE
 DP7889'HIGHWAY 34.
 DP7889'
 DP7889'TO REACH THE STATION FROM THE INTERSECTION OF PAYNTERS ROAD AND STATE
 DP7889'HIGHWAY 34, GO SOUTH ON STATE HIGHWAY 34 FOR 0.15 MI (0.2 KM) TO THE
 DP7889'STATION ON THE RIGHT, SET FLUSH IN A LANDSCAPED GRASS AREA, JUST
 DP7889'BEYOND A STEEL BEAM GUIDERAIL, IN FRONT OF THE RAMSHORN EXECUTIVE
 DP7889'CENTER OFFICE COMPLEX, NUMBER 2399.
 DP7889'
 DP7889'THE STATION IS 4.5 FT (1.4 M) SOUTH FROM THE SOUTH END OF A STEEL BEAM
 DP7889'GUIDERAIL ON THE WEST SIDE OF THE SOUTHBOUND LANES OF STATE HIGHWAY
 DP7889'34, 7.6 FT (2.3 M) WEST FROM AND NORMAL TO THE WEST CURB OF THE
 DP7889'SOUTHBOUND LANES OF STATE HIGHWAY 34 AND 71.7 FT (21.9 M) NORTH FROM A
 DP7889'SPEED LIMIT 55 TRAFFIC SIGN, 1 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 DP7889
 DP7889                          STATION RECOVERY (2016)
 DP7889
 DP7889'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 DP7889'RECOVERED IN GOOD CONDITION.
 DP7889
 DP7889                          STATION RECOVERY (2017)
 DP7889
 DP7889'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DP7889'RECOVERED IN GOOD CONDITION.
 DP7889
 DP7889                          STATION RECOVERY (2018)
 DP7889
 DP7889'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP7889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6275 ***********************************************************************
 KV6275  DESIGNATION -  13 S 1
 KV6275  PID         -  KV6275
 KV6275  STATE/COUNTY-  NJ/MONMOUTH
 KV6275  COUNTRY     -  US
 KV6275  USGS QUAD   -  ASBURY PARK (2019)
 KV6275
 KV6275                         *CURRENT SURVEY CONTROL
 KV6275  ______________________________________________________________________
 KV6275* NAD 83(2011) POSITION- 40 10 11.32093(N) 074 06 49.43720(W)   ADJUSTED
 KV6275* NAD 83(2011) ELLIP HT-    -0.078 (meters)        (06/27/12)   ADJUSTED
 KV6275* NAD 83(2011) EPOCH   -  2010.00
 KV6275* NAVD 88 ORTHO HEIGHT -    32.710 (meters)      107.32  (feet) ADJUSTED
 KV6275  ______________________________________________________________________
 KV6275  GEOID HEIGHT    -        -32.781 (meters)                     GEOID18
 KV6275  NAD 83(2011) X  -  1,335,951.067 (meters)                     COMP
 KV6275  NAD 83(2011) Y  - -4,694,162.512 (meters)                     COMP
 KV6275  NAD 83(2011) Z  -  4,092,411.477 (meters)                     COMP
 KV6275  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 KV6275  DYNAMIC HEIGHT  -         32.695 (meters)      107.27  (feet) COMP
 KV6275  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 KV6275
 KV6275  VERT ORDER      -  FIRST     CLASS II
 KV6275
 KV6275  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6275  Standards:
 KV6275         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6275            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6275  -------------------------------------------------------------------
 KV6275  NETWORK    0.70   1.20           0.32   0.24   0.61      0.01578714
 KV6275  -------------------------------------------------------------------
 KV6275  Click here for local accuracies and other accuracy information.
 KV6275
 KV6275.The horizontal coordinates were established by GPS observations
 KV6275.and adjusted by the National Geodetic Survey in June 2012.
 KV6275
 KV6275.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6275.been affixed to the stable North American tectonic plate. See 
 KV6275.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6275
 KV6275.The horizontal coordinates are valid at the epoch date displayed above
 KV6275.which is a decimal equivalence of Year/Month/Day.
 KV6275
 KV6275.The orthometric height was determined by differential leveling and
 KV6275.adjusted by the NATIONAL GEODETIC SURVEY
 KV6275.in June 1991.
 KV6275
 KV6275.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6275.GEOID18 height accuracy estimate available here.
 KV6275
 KV6275.Click photographs - Photos may exist for this station.
 KV6275
 KV6275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6275
 KV6275.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6275
 KV6275.The ellipsoidal height was determined by GPS observations
 KV6275.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6275
 KV6275;                    North         East     Units Scale Factor Converg.
 KV6275;SPC NJ       -   148,439.279   182,899.767   MT  0.99991332   +0 14 57.0
 KV6275;SPC NJ       -   487,004.53    600,063.65   sFT  0.99991332   +0 14 57.0
 KV6275;UTM  18      - 4,446,981.401   575,464.305   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7546446981(NAD 83)
 KV6275
 KV6275                          SUPERSEDED SURVEY CONTROL
 KV6275
 KV6275  NAD 83(2007)-  40 10 11.32131(N)    074 06 49.43742(W) AD(2002.00) 0
 KV6275  ELLIP H (02/10/07)   -0.077  (m)                       GP(2002.00)    
 KV6275  NAD 83(1996)-  40 10 11.32110(N)    074 06 49.43737(W) AD(       ) 1
 KV6275  ELLIP H (04/17/03)   -0.061  (m)                       GP(       ) 3 1
 KV6275  NAVD 88              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
 KV6275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6275.See file dsdata.pdf to determine how the superseded data were derived.
 KV6275
 KV6275_MARKER: DD = SURVEY DISK
 KV6275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - October 12, 2011
 KV6275
 KV6275  HISTORY     - Date     Condition        Report By
 KV6275  HISTORY     - 1989     MONUMENTED       NJGS
 KV6275  HISTORY     - 19890614 GOOD             NJGS
 KV6275  HISTORY     - 20020202 GOOD             NJGS
 KV6275  HISTORY     - 20060202 GOOD             AASCO
 KV6275  HISTORY     - 20111012 GOOD             NJGS
 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                          STATION RECOVERY (2006)
 KV6275
 KV6275'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6275'RECOVERED IN GOOD CONDITION.
 KV6275
 KV6275                          STATION RECOVERY (2011)
 KV6275
 KV6275'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV6275'RECOVERED AS DESCRIBED.  THE STATION IS 0.45 M (1.5 FT) NORTH OF A
 KV6275'WITNESS POST AND SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5808 ***********************************************************************
 DP5808  DESIGNATION -  13 S 10
 DP5808  PID         -  DP5808
 DP5808  STATE/COUNTY-  NJ/MONMOUTH
 DP5808  COUNTRY     -  US
 DP5808  USGS QUAD   -  FREEHOLD (2019)
 DP5808
 DP5808                         *CURRENT SURVEY CONTROL
 DP5808  ______________________________________________________________________
 DP5808* NAD 83(1986) POSITION- 40 15 03.74   (N) 074 18 47.03   (W)   HD_HELD1
 DP5808* NAVD 88 ORTHO HEIGHT -    51.588 (meters)      169.25  (feet) ADJUSTED
 DP5808  ______________________________________________________________________
 DP5808  GEOID HEIGHT    -        -32.354 (meters)                     GEOID18
 DP5808  DYNAMIC HEIGHT  -         51.567 (meters)      169.18  (feet) COMP
 DP5808  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 DP5808
 DP5808  VERT ORDER      -  FIRST     CLASS II
 DP5808
 DP5808.The horizontal coordinates were determined by differentially corrected
 DP5808.hand held GPS observations or other comparable positioning techniques
 DP5808.and have an estimated accuracy of +/- 3 meters.
 DP5808
 DP5808.The orthometric height was determined by differential leveling and
 DP5808.adjusted by the NATIONAL GEODETIC SURVEY
 DP5808.in April 2015.
 DP5808
 DP5808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5808.GEOID18 height accuracy estimate available here.
 DP5808
 DP5808.Click photographs - Photos may exist for this station.
 DP5808
 DP5808.The dynamic height is computed by dividing the NAVD 88
 DP5808.geopotential number by the normal gravity value computed on the
 DP5808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5808.degrees latitude (g = 980.6199 gals.).
 DP5808
 DP5808.The modeled gravity was interpolated from observed gravity values.
 DP5808
 DP5808;                    North         East    Units  Estimated Accuracy
 DP5808;SPC NJ       -   157,403.0     165,903.0     MT  (+/- 3 meters HH1 GPS) 
 DP5808
 DP5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5842155846(NAD 83)
 DP5808
 DP5808                          SUPERSEDED SURVEY CONTROL
 DP5808
 DP5808.No superseded survey control is available for this station.
 DP5808
 DP5808_MARKER: DD = SURVEY DISK
 DP5808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5808_STAMPING: 13 S 10 80+00 68 R
 DP5808_MARK LOGO: NJGS
 DP5808_PROJECTION: RECESSED 8 CENTIMETERS
 DP5808_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5808+STABILITY: SURFACE MOTION
 DP5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5808+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2024
 DP5808
 DP5808  HISTORY     - Date     Condition        Report By
 DP5808  HISTORY     - UNK      MONUMENTED       NJDT
 DP5808  HISTORY     - 20131015 GOOD             NJGS
 DP5808  HISTORY     - 20240416 GOOD             NJGS
 DP5808
 DP5808                          STATION DESCRIPTION
 DP5808
 DP5808'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5808'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF MARLBORO,
 DP5808'4.6 MI (7.4 KM) WEST-NORTHWEST OF ADELPHIA AND 3.0 MI (4.8 KM) WEST OF
 DP5808'FREEHOLD, IN FREEHOLD TOWNSHIP.
 DP5808'
 DP5808'THE STATION IS SET ON THE SOUTH SIDE OF NJ ROUTE 33, ABOUT 0.15 MI
 DP5808'(0.2 KM) WEST OF THE WEMROCK ROAD BRIDGE OVER NJ ROUTE 33, AT THE EXIT
 DP5808'RAMP.
 DP5808'
 DP5808'THE STATION IS 132.3 FT (40.3 M) WEST OF A SIGN (H CENTRAL STATE
 DP5808'MEDICAL CENTER MILEPOST 25.5), 1.1 FT (0.3 M) SOUTH OF THE SOUTH EDGE
 DP5808'OF PAVING OF NJ ROUTE 33, 57.1 FT (17.4 M) WEST OF THE CENTER OF AN
 DP5808'INLET, 83 FT (25.3 M) EAST OF THE WEST END OF A GUARD RAIL END
 DP5808'TREATMENT.
 DP5808
 DP5808                          STATION RECOVERY (2024)
 DP5808
 DP5808'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DP5808'THE MARK IS ALONG A TALL TREE LINE WITH SOME OVERHANGING TREES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0825 ***********************************************************************
 DQ0825  DESIGNATION -  13 S 11
 DQ0825  PID         -  DQ0825
 DQ0825  STATE/COUNTY-  NJ/MONMOUTH
 DQ0825  COUNTRY     -  US
 DQ0825  USGS QUAD   -  KEYPORT (2016)
 DQ0825
 DQ0825                         *CURRENT SURVEY CONTROL
 DQ0825  ______________________________________________________________________
 DQ0825* NAD 83(1986) POSITION- 40 24 15.23   (N) 074 14 14.77   (W)   HD_HELD1
 DQ0825* NAVD 88 ORTHO HEIGHT -    21.520 (meters)       70.60  (feet) ADJUSTED
 DQ0825  ______________________________________________________________________
 DQ0825  GEOID HEIGHT    -        -32.376 (meters)                     GEOID18
 DQ0825  DYNAMIC HEIGHT  -         21.511 (meters)       70.57  (feet) COMP
 DQ0825  MODELED GRAVITY -    980,220.7   (mgal)                       NAVD 88
 DQ0825
 DQ0825  VERT ORDER      -  FIRST     CLASS II
 DQ0825
 DQ0825.The horizontal coordinates were determined by differentially corrected
 DQ0825.hand held GPS observations or other comparable positioning techniques
 DQ0825.and have an estimated accuracy of +/- 3 meters.
 DQ0825
 DQ0825.The orthometric height was determined by differential leveling and
 DQ0825.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0825.in February 2016.
 DQ0825
 DQ0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0825.GEOID18 height accuracy estimate available here.
 DQ0825
 DQ0825.Click photographs - Photos may exist for this station.
 DQ0825
 DQ0825.The dynamic height is computed by dividing the NAVD 88
 DQ0825.geopotential number by the normal gravity value computed on the
 DQ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0825.degrees latitude (g = 980.6199 gals.).
 DQ0825
 DQ0825.The modeled gravity was interpolated from observed gravity values.
 DQ0825
 DQ0825;                    North         East    Units  Estimated Accuracy
 DQ0825;SPC NJ       -   174,428.2     172,286.4     MT  (+/- 3 meters HH1 GPS) 
 DQ0825
 DQ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6470772903(NAD 83)
 DQ0825
 DQ0825                          SUPERSEDED SURVEY CONTROL
 DQ0825
 DQ0825.No superseded survey control is available for this station.
 DQ0825
 DQ0825_MARKER: DD = SURVEY DISK
 DQ0825_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ0825_SP_SET: ELECTRICAL JUNCTION BOX
 DQ0825_STAMPING: 13 S 11 2015
 DQ0825_MARK LOGO: NJGS
 DQ0825_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0825+STABILITY: SURFACE MOTION
 DQ0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0825+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0825
 DQ0825  HISTORY     - Date     Condition        Report By
 DQ0825  HISTORY     - 20150317 MONUMENTED       NJGS
 DQ0825
 DQ0825                          STATION DESCRIPTION
 DQ0825
 DQ0825'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0825'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF MARLBORO, 5.8
 DQ0825'MI (9.3 KM) SOUTH-SOUTHEAST OF SOUTH AMBOY AND 2.8 MI (4.5 KM)
 DQ0825'SOUTHWEST OF KEYPORT, IN MATAWAN.
 DQ0825'
 DQ0825'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 DQ0825'ELECTRICAL JUNCTION BOX ON THE NORTHWEST CORNER OF THE JUNCTION OF
 DQ0825'NORTH MAIN STREET (NEW JERSEY STATE HIGHWAY 79) AND NEW BRUNSWICK
 DQ0825'AVENUE (COUNTY ROUTE 516).
 DQ0825'
 DQ0825'THE STATION IS 24.8 FT (7.6 M) NORTH OF THE CENTERLINE OF ROUTE 516,
 DQ0825'24.5 FT (7.5 M) WEST OF THE WEST CURB OF ROUTE 79, 3 FT (0.9 M) EAST
 DQ0825'OF A TRAFFIC SIGNAL, 44.3 FT (13.5 M) SOUTH OF THE SOUTHEAST CORNER OF
 DQ0825'A BUSINESS (PIZZERIA).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0854 ***********************************************************************
 DQ0854  DESIGNATION -  13 S 12
 DQ0854  PID         -  DQ0854
 DQ0854  STATE/COUNTY-  NJ/MONMOUTH
 DQ0854  COUNTRY     -  US
 DQ0854  USGS QUAD   -  MARLBORO (2016)
 DQ0854
 DQ0854                         *CURRENT SURVEY CONTROL
 DQ0854  ______________________________________________________________________
 DQ0854* NAD 83(1986) POSITION- 40 22 08.73   (N) 074 11 58.65   (W)   HD_HELD1
 DQ0854* NAVD 88 ORTHO HEIGHT -    52.866 (meters)      173.44  (feet) ADJUSTED
 DQ0854  ______________________________________________________________________
 DQ0854  GEOID HEIGHT    -        -32.335 (meters)                     GEOID18
 DQ0854  DYNAMIC HEIGHT  -         52.845 (meters)      173.38  (feet) COMP
 DQ0854  MODELED GRAVITY -    980,220.0   (mgal)                       NAVD 88
 DQ0854
 DQ0854  VERT ORDER      -  FIRST     CLASS II
 DQ0854
 DQ0854.The horizontal coordinates were determined by differentially corrected
 DQ0854.hand held GPS observations or other comparable positioning techniques
 DQ0854.and have an estimated accuracy of +/- 3 meters.
 DQ0854
 DQ0854.The orthometric height was determined by differential leveling and
 DQ0854.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0854.in February 2016.
 DQ0854
 DQ0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0854.GEOID18 height accuracy estimate available here.
 DQ0854
 DQ0854.Click photographs - Photos may exist for this station.
 DQ0854
 DQ0854.The dynamic height is computed by dividing the NAVD 88
 DQ0854.geopotential number by the normal gravity value computed on the
 DQ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0854.degrees latitude (g = 980.6199 gals.).
 DQ0854
 DQ0854.The modeled gravity was interpolated from observed gravity values.
 DQ0854
 DQ0854;                    North         East    Units  Estimated Accuracy
 DQ0854;SPC NJ       -   170,536.9     175,509.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0854
 DQ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6795069031(NAD 83)
 DQ0854
 DQ0854                          SUPERSEDED SURVEY CONTROL
 DQ0854
 DQ0854.No superseded survey control is available for this station.
 DQ0854
 DQ0854_MARKER: DD = SURVEY DISK
 DQ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0854_STAMPING: 13 S 12 2015
 DQ0854_MARK LOGO: NJGS
 DQ0854_PROJECTION: FLUSH
 DQ0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0854+STABILITY: SURFACE MOTION
 DQ0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0854+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 DQ0854
 DQ0854  HISTORY     - Date     Condition        Report By
 DQ0854  HISTORY     - 20150713 MONUMENTED       NJGS
 DQ0854  HISTORY     - 20170126 GOOD             AAAS
 DQ0854  HISTORY     - 20180716 GOOD             NJGS
 DQ0854
 DQ0854                          STATION DESCRIPTION
 DQ0854
 DQ0854'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0854'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH-NORTHEAST OF
 DQ0854'FREEHOLD, 4.5 MI (7.2 KM) NORTHEAST OF MARLBORO AND 4.4 MI (7.1 KM)
 DQ0854'SOUTH OF KEYPORT, IN HOLMDEL TOWNSHIP.
 DQ0854'
 DQ0854'TO REACH FROM THE INTERSECTION OF SCHANCK ROAD AND NEW JERSEY STATE
 DQ0854'ROUTE 34, GO 0.35 MI (0.6 KM) NORTHWEST ON NEW JERSEY STATE ROUTE 34
 DQ0854'TO THE STATION ON THE LEFT, IN FRONT OF THE PARKING LOT FOR THE SAINT
 DQ0854'MINA'S COPTIC ORTHODOX CHURCH COMMUNITY CENTER.
 DQ0854'
 DQ0854'THE STATION IS 365 FT (111.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE
 DQ0854'EXTENDED OF ASHLEY DRIVE, 4.1 FT (1.2 M) WEST OF THE WEST EDGE OF
 DQ0854'PAVING OF NEW JERSEY STATE ROUTE 34, 29.5 FT (9.0 M) WEST OF THE
 DQ0854'CENTERLINE OF NEW JERSEY STATE ROUTE 34, 80.5 FT (24.5 M)
 DQ0854'SOUTH-SOUTHEAST OF POLE NUMBER JC202HML, 75.0 FT (22.9 M)
 DQ0854'NORTH-NORTHEAST OF POLE NUMBER JC203HML, 118 FT (36.0 M) NORTHWEST OF
 DQ0854'THE CENTERLINE OF THE SOUTHERLY DRIVEWAY TO SAINT MINA'S COPTIC
 DQ0854'ORTHODOX CHURCH COMMUNITY CENTER, 146 FT (44.5 M) SOUTH-SOUTHEAST OF
 DQ0854'THE NORTHERLY DRIVEWAY TO SAINT MINA'S COPTIC ORTHODOX CHURCH
 DQ0854'COMMUNITY CENTER.
 DQ0854
 DQ0854                          STATION RECOVERY (2017)
 DQ0854
 DQ0854'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DQ0854'RECOVERED IN GOOD CONDITION.
 DQ0854
 DQ0854                          STATION RECOVERY (2018)
 DQ0854
 DQ0854'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DQ0854'THE STATION IS AT MILE POST 18.97 ON ROUTE 34 IN HOLMDEL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5283 ***********************************************************************
 DR5283  DESIGNATION -  13 S 13
 DR5283  PID         -  DR5283
 DR5283  STATE/COUNTY-  NJ/MONMOUTH
 DR5283  COUNTRY     -  US
 DR5283  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5283
 DR5283                         *CURRENT SURVEY CONTROL
 DR5283  ______________________________________________________________________
 DR5283* NAD 83(1986) POSITION- 40 24 38.00   (N) 074 02 35.48   (W)   HD_HELD1
 DR5283* NAVD 88 ORTHO HEIGHT -     2.508 (meters)        8.23  (feet) ADJUSTED
 DR5283  ______________________________________________________________________
 DR5283  GEOID HEIGHT    -        -32.466 (meters)                     GEOID18
 DR5283  DYNAMIC HEIGHT  -          2.507 (meters)        8.23  (feet) COMP
 DR5283  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 DR5283
 DR5283  VERT ORDER      -  FIRST     CLASS II
 DR5283
 DR5283.The horizontal coordinates were determined by differentially corrected
 DR5283.hand held GPS observations or other comparable positioning techniques
 DR5283.and have an estimated accuracy of +/- 3 meters.
 DR5283
 DR5283.The orthometric height was determined by differential leveling and
 DR5283.adjusted by the NATIONAL GEODETIC SURVEY
 DR5283.in July 2020.
 DR5283
 DR5283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5283.GEOID18 height accuracy estimate available here.
 DR5283
 DR5283.Click photographs - Photos may exist for this station.
 DR5283
 DR5283.The dynamic height is computed by dividing the NAVD 88
 DR5283.geopotential number by the normal gravity value computed on the
 DR5283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5283.degrees latitude (g = 980.6199 gals.).
 DR5283
 DR5283.The modeled gravity was interpolated from observed gravity values.
 DR5283
 DR5283;                    North         East    Units  Estimated Accuracy
 DR5283;SPC NJ       -   175,197.5     188,770.4     MT  (+/- 3 meters HH1 GPS) 
 DR5283
 DR5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8118273765(NAD 83)
 DR5283
 DR5283                          SUPERSEDED SURVEY CONTROL
 DR5283
 DR5283.No superseded survey control is available for this station.
 DR5283
 DR5283_MARKER: DD = SURVEY DISK
 DR5283_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5283_SP_SET: WING WALL
 DR5283_STAMPING: 13 S 13 2018
 DR5283_MARK LOGO: NJGS
 DR5283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5283+STABILITY: SURFACE MOTION
 DR5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5283+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 DR5283
 DR5283  HISTORY     - Date     Condition        Report By
 DR5283  HISTORY     - 20180925 MONUMENTED       NJGS
 DR5283
 DR5283                          STATION DESCRIPTION
 DR5283
 DR5283'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5283'THE STATION IS ABOUT 12.6 MI (20.3 KM) EAST-NORTHEAST OF MARLBORO, 8.4
 DR5283'MI (13.5 KM) EAST OF KEYPORT AND 7.8 MI (12.6 KM) NORTH-NORTHWEST OF
 DR5283'LONG BRANCH, IN MIDDLETOWN TOWNSHIP, NEAR ATLANTIC HIGHLANDS.
 DR5283'
 DR5283'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE ROUTE 36 BRIDGE
 DR5283'OVER SHREWSBURY RIVER, NEAR SANDY HOOK, 3.6 MI (5.8 KM) WEST ON NEW
 DR5283'JERSEY STATE ROUTE 36 NORTH TO THE JUGHANDLE AT THE Y-INTERSECTION OF
 DR5283'LEONARDVILLE ROAD (COUNTY ROUTE 516) AND NEW JERSEY STATE ROUTE 36.
 DR5283'
 DR5283'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST WING WALL OF THE
 DR5283'BRIDGE SPANNING MANY MIND CREEK AT THE JUGHANDLE RAMP.
 DR5283'
 DR5283'THE STATION IS 99.5 FT (30.3 M) SOUTHEAST OF THE CENTERLINE OF A DIRT
 DR5283'ENTRANCE, 84.25 FT (25.7 M) NORTHWEST OF A STREET LIGHT POLE, 52 FT
 DR5283'(15.8 M) WEST-NORTHWEST OF A UTILITY POLE VZ7015MDT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5310 ***********************************************************************
 DR5310  DESIGNATION -  13 S 14
 DR5310  PID         -  DR5310
 DR5310  STATE/COUNTY-  NJ/MONMOUTH
 DR5310  COUNTRY     -  US
 DR5310  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5310
 DR5310                         *CURRENT SURVEY CONTROL
 DR5310  ______________________________________________________________________
 DR5310* NAD 83(1986) POSITION- 40 21 26.61   (N) 074 03 01.52   (W)   HD_HELD1
 DR5310* NAVD 88 ORTHO HEIGHT -     4.080 (meters)       13.39  (feet) ADJUSTED
 DR5310  ______________________________________________________________________
 DR5310  GEOID HEIGHT    -        -32.529 (meters)                     GEOID18
 DR5310  DYNAMIC HEIGHT  -          4.078 (meters)       13.38  (feet) COMP
 DR5310  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 DR5310
 DR5310  VERT ORDER      -  FIRST     CLASS II
 DR5310
 DR5310.The horizontal coordinates were determined by differentially corrected
 DR5310.hand held GPS observations or other comparable positioning techniques
 DR5310.and have an estimated accuracy of +/- 3 meters.
 DR5310
 DR5310.The orthometric height was determined by differential leveling and
 DR5310.adjusted by the NATIONAL GEODETIC SURVEY
 DR5310.in July 2020.
 DR5310
 DR5310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5310.GEOID18 height accuracy estimate available here.
 DR5310
 DR5310.Click photographs - Photos may exist for this station.
 DR5310
 DR5310.The dynamic height is computed by dividing the NAVD 88
 DR5310.geopotential number by the normal gravity value computed on the
 DR5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5310.degrees latitude (g = 980.6199 gals.).
 DR5310
 DR5310.The modeled gravity was interpolated from observed gravity values.
 DR5310
 DR5310;                    North         East    Units  Estimated Accuracy
 DR5310;SPC NJ       -   169,291.5     188,186.5     MT  (+/- 3 meters HH1 GPS) 
 DR5310
 DR5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8063267858(NAD 83)
 DR5310
 DR5310                          SUPERSEDED SURVEY CONTROL
 DR5310
 DR5310.No superseded survey control is available for this station.
 DR5310
 DR5310_MARKER: DD = SURVEY DISK
 DR5310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR5310_SP_SET: CULVERT HEADWALL
 DR5310_STAMPING: 13 S 14 2018
 DR5310_MARK LOGO: NJGS
 DR5310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5310+STABILITY: SURFACE MOTION
 DR5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5310+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5310
 DR5310  HISTORY     - Date     Condition        Report By
 DR5310  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5310
 DR5310                          STATION DESCRIPTION
 DR5310
 DR5310'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5310'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF ASBURY
 DR5310'PARK, 9.5 MI (15.3 KM) EAST-SOUTHEAST OF KEYPORT AND 4.8 MI (7.7 KM)
 DR5310'NORTHWEST OF LONG BRANCH, IN FAIR HAVEN.
 DR5310'
 DR5310'THE STATION IS SET IN A DRILL HOLE ON TOP DAM CULVERT HEADWALL ON THE
 DR5310'NORTHEAST SIDE OF THE SPILLWAY FOR THE DAM OF SHIPPEE'S POND, ON THE
 DR5310'SOUTHEAST SIDE OF RIVER ROAD (COUNTY ROUTE 10).
 DR5310'
 DR5310'TO REACH FROM THE INTERSECTION OF BROAD STREET AND WEST FRONT
 DR5310'STREET/RIVER ROAD (COUNTY ROUTE 10), GO 0.9 MI (1.4 KM) NORTHEAST ON
 DR5310'RIVER ROAD TO THE STATION ON THE RIGHT.
 DR5310'
 DR5310'THE STATION IS 113.6 FT (34.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DR5310'CHESTNUT STREET, 2.3 FT (0.7 M) SOUTHEAST OF THE CENTERLINE OF RIVER
 DR5310'ROAD, 1.16 FT (0.4 M) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF
 DR5310'HEADWALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5357 ***********************************************************************
 DR5357  DESIGNATION -  13 S 15
 DR5357  PID         -  DR5357
 DR5357  STATE/COUNTY-  NJ/MONMOUTH
 DR5357  COUNTRY     -  US
 DR5357  USGS QUAD   -  KEYPORT (2016)
 DR5357
 DR5357                         *CURRENT SURVEY CONTROL
 DR5357  ______________________________________________________________________
 DR5357* NAD 83(1986) POSITION- 40 26 38.69   (N) 074 08 53.28   (W)   HD_HELD1
 DR5357* NAVD 88 ORTHO HEIGHT -     2.095 (meters)        6.87  (feet) ADJUSTED
 DR5357  ______________________________________________________________________
 DR5357  GEOID HEIGHT    -        -32.344 (meters)                     GEOID18
 DR5357  DYNAMIC HEIGHT  -          2.094 (meters)        6.87  (feet) COMP
 DR5357  MODELED GRAVITY -    980,222.7   (mgal)                       NAVD 88
 DR5357
 DR5357  VERT ORDER      -  FIRST     CLASS II
 DR5357
 DR5357.The horizontal coordinates were determined by differentially corrected
 DR5357.hand held GPS observations or other comparable positioning techniques
 DR5357.and have an estimated accuracy of +/- 3 meters.
 DR5357
 DR5357.The orthometric height was determined by differential leveling and
 DR5357.adjusted by the NATIONAL GEODETIC SURVEY
 DR5357.in July 2020.
 DR5357
 DR5357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5357.GEOID18 height accuracy estimate available here.
 DR5357
 DR5357.Click photographs - Photos may exist for this station.
 DR5357
 DR5357.The dynamic height is computed by dividing the NAVD 88
 DR5357.geopotential number by the normal gravity value computed on the
 DR5357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5357.degrees latitude (g = 980.6199 gals.).
 DR5357
 DR5357.The modeled gravity was interpolated from observed gravity values.
 DR5357
 DR5357;                    North         East    Units  Estimated Accuracy
 DR5357;SPC NJ       -   178,879.2     179,848.7     MT  (+/- 3 meters HH1 GPS) 
 DR5357
 DR5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7224277396(NAD 83)
 DR5357
 DR5357                          SUPERSEDED SURVEY CONTROL
 DR5357
 DR5357.No superseded survey control is available for this station.
 DR5357
 DR5357_MARKER: DB = BENCH MARK DISK
 DR5357_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5357_SP_SET: ABUTMENT
 DR5357_STAMPING: 13 S 15 2018
 DR5357_MARK LOGO: NJGS
 DR5357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5357+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DR5357
 DR5357  HISTORY     - Date     Condition        Report By
 DR5357  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5357
 DR5357                          STATION DESCRIPTION
 DR5357
 DR5357'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5357'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF SOUTH
 DR5357'AMBOY JUNCTION, 7.3 MI (11.7 KM) SOUTHEAST OF PERTH AMBOY AND 2.5 MI
 DR5357'(4.0 KM) EAST-NORTHEAST OF KEYPORT, IN UNION BEACH.
 DR5357'
 DR5357'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND ROSE
 DR5357'LANE, GO 0.35 MI (0.56 KM) NORTH ON ROSE LANE TO THE HENRY HUDSON
 DR5357'TRAIL CROSSING ROSE LANE, PACK EAST ON THE TRAIL FOR ABOUT 0.4 MI (0.6
 DR5357'KM) EAST TO THE STATION ON THE LEFT.
 DR5357'
 DR5357'THE STATION IS SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 DR5357'ABUTMENT IN THE PATH AREA OF A FOOT BRIDGE SPANNING THORNS CREEK, 4 FT
 DR5357'(1.2 M) SOUTH OF THE NORTH END OF THE ABUTMENT, 23 FT (7.0 M) EAST OF
 DR5357'THE CENTER OF THE BRIDGE, 2 FT (0.6 M) SOUTHEAST OF THE EAST END OF
 DR5357'THE METAL RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3233 ***********************************************************************
 DS3233  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3233  DESIGNATION -  13 S 16
 DS3233  PID         -  DS3233
 DS3233  STATE/COUNTY-  NJ/MONMOUTH
 DS3233  COUNTRY     -  US
 DS3233  USGS QUAD   -  ALLENTOWN (2016)
 DS3233
 DS3233                         *CURRENT SURVEY CONTROL
 DS3233  ______________________________________________________________________
 DS3233* NAD 83(2011) POSITION- 40 09 51.73524(N) 074 30 48.69457(W)   ADJUSTED
 DS3233* NAD 83(2011) ELLIP HT-     0.369 (meters)        (12/05/24)   ADJUSTED
 DS3233* NAD 83(2011) EPOCH   -  2010.00
 DS3233* NAVD 88 ORTHO HEIGHT -    32.84  (meters)      107.7   (feet) GPS OBS
 DS3233  ______________________________________________________________________
 DS3233  GEOID HEIGHT    -        -32.479 (meters)                     GEOID18
 DS3233  NAD 83(2011) X  -  1,303,268.407 (meters)                     COMP
 DS3233  NAD 83(2011) Y  - -4,703,745.886 (meters)                     COMP
 DS3233  NAD 83(2011) Z  -  4,091,950.134 (meters)                     COMP
 DS3233  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 DS3233
 DS3233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3233  Standards:
 DS3233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3233  -------------------------------------------------------------------
 DS3233  NETWORK    0.38   1.06           0.17   0.14   0.54     -0.04528109
 DS3233  -------------------------------------------------------------------
 DS3233  Click here for local accuracies and other accuracy information.
 DS3233
 DS3233.The horizontal coordinates were established by GPS observations
 DS3233.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3233
 DS3233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3233.been affixed to the stable North American tectonic plate. See 
 DS3233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3233
 DS3233.The horizontal coordinates are valid at the epoch date displayed above
 DS3233.which is a decimal equivalence of Year/Month/Day.
 DS3233
 DS3233.The orthometric height was determined by GPS observations and a
 DS3233.high-resolution geoid model using precise GPS observation and
 DS3233.processing techniques.
 DS3233
 DS3233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3233.GEOID18 height accuracy estimate available here.
 DS3233
 DS3233.Click photographs - Photos may exist for this station.
 DS3233
 DS3233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3233
 DS3233.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3233
 DS3233.The ellipsoidal height was determined by GPS observations
 DS3233.and is referenced to NAD 83.
 DS3233
 DS3233. The following values were computed from the NAD 83(2011) position.
 DS3233
 DS3233;                    North         East     Units Scale Factor Converg.
 DS3233;SPC NJ       -   147,763.793   148,847.829   MT  0.99990002   -0 00 31.4
 DS3233;SPC NJ       -   484,788.38    488,344.92   sFT  0.99990002   -0 00 31.4
 DS3233;UTM  18      - 4,446,114.471   541,425.598   MT  0.99962112   +0 18 49.6
 DS3233
 DS3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3233!SPC NJ       -   0.99999994  x   0.99990002  =   0.99989996
 DS3233!UTM  18      -   0.99999994  x   0.99962112  =   0.99962106
 DS3233
 DS3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4142546114(NAD 83)
 DS3233
 DS3233                          SUPERSEDED SURVEY CONTROL
 DS3233
 DS3233.No superseded survey control is available for this station.
 DS3233
 DS3233_MARKER: DD = SURVEY DISK
 DS3233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3233_SP_SET: DAM SPILLWAY ABUTMENT
 DS3233_STAMPING: 13 S 16 2024
 DS3233_MARK LOGO: NJGS
 DS3233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3233+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2024
 DS3233
 DS3233  HISTORY     - Date     Condition        Report By
 DS3233  HISTORY     - 20240619 MONUMENTED       NJGS
 DS3233
 DS3233                          STATION DESCRIPTION
 DS3233
 DS3233'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3233'THE STATION IS LOCATED ABOUT 6.7 MI (10.9 KM) NORTH OF NEW EGYPT, 4.4
 DS3233'MI (7.1 KM) SOUTH-SOUTHWEST OF ROOSEVELT AND 3.8 MI (6.2 KM)
 DS3233'EAST-SOUTHEAST OF ALLENTOWN, IN UPPER FREEHOLD TOWNSHIP.
 DS3233'
 DS3233'TO REACH THE STATION FROM EXIT 11 OF U.S. INTERSTATE HIGHWAY 195, GO
 DS3233'0.7 MI (1.1 KM) SOUTH ON IMLAYSTOWN-HIGHTSTOWN ROAD TO THE JUNCTION
 DS3233'WITH ALLENTOWN-LAKEWOOD ROAD (COUNTY ROUTE 526), TURN LEFT AND GO 0.03
 DS3233'MI (0.05 KM) EAST TO THE JUNCTION WITH IMLAYSTOWN ROAD, TURN RIGHT AND
 DS3233'GO 0.2 MI (0.3 KM) SOUTH TO THE DAM SPILLWAY AND THE STATION ON THE
 DS3233'LEFT.
 DS3233'
 DS3233'THE STATION IS IN A DRILL HOLE IN THE ABUTMENT, AT THE SIDEWALK LEVEL
 DS3233'ON THE EAST CORNER OF THE SOUTH ABUTMENT FOR THE BOOTH BRIDGE SPILLWAY
 DS3233'DAM FOR THE IMLAYSTOWN LAKE, 14.6 FT (4.5 M) SOUTH OF THE CENTER OF
 DS3233'THE CULVERT, 2.5 FT (0.8 M) EAST OF THE EAST CURB OF THE ROAD, 15.5 FT
 DS3233'(4.7 M) EAST OF THE CENTERLINE OF THE ROAD, 2.5 FT (0.8 M) WEST OF THE
 DS3233'WEST FACE OF THE WALL, 83 FT (25.3 M) NORTH OF THE SIGN PLACARD FOR
 DS3233'THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6325 ***********************************************************************
 KV6325  DESIGNATION -  13 S 2
 KV6325  PID         -  KV6325
 KV6325  STATE/COUNTY-  NJ/MONMOUTH
 KV6325  COUNTRY     -  US
 KV6325  USGS QUAD   -  ALLENTOWN (2016)
 KV6325
 KV6325                         *CURRENT SURVEY CONTROL
 KV6325  ______________________________________________________________________
 KV6325* NAD 83(1986) POSITION- 40 10 38.     (N) 074 30 47.     (W)   SCALED
 KV6325* NAVD 88 ORTHO HEIGHT -    40.573 (meters)      133.11  (feet) ADJUSTED
 KV6325  ______________________________________________________________________
 KV6325  GEOID HEIGHT    -        -32.492 (meters)                     GEOID18
 KV6325  DYNAMIC HEIGHT  -         40.556 (meters)      133.06  (feet) COMP
 KV6325  MODELED GRAVITY -    980,211.4   (mgal)                       NAVD 88
 KV6325
 KV6325  VERT ORDER      -  FIRST     CLASS II
 KV6325
 KV6325.The horizontal coordinates were scaled from a map and have
 KV6325.an estimated accuracy of +/- 6 seconds.
 KV6325
 KV6325.The orthometric height was determined by differential leveling and
 KV6325.adjusted by the NATIONAL GEODETIC SURVEY
 KV6325.in June 1991.
 KV6325
 KV6325.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6325.GEOID18 height accuracy estimate available here.
 KV6325
 KV6325.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK414475(NAD 83)
 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
 KV6325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6325.See file dsdata.pdf to determine how the superseded data were derived.
 KV6325
 KV6325_MARKER: Z = SEE DESCRIPTION
 KV6325_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6973 ***********************************************************************
 KV6973  DESIGNATION -  13 S 3
 KV6973  PID         -  KV6973
 KV6973  STATE/COUNTY-  NJ/MONMOUTH
 KV6973  COUNTRY     -  US
 KV6973  USGS QUAD   -  FREEHOLD (2019)
 KV6973
 KV6973                         *CURRENT SURVEY CONTROL
 KV6973  ______________________________________________________________________
 KV6973* NAD 83(2011) POSITION- 40 15 46.60954(N) 074 19 11.57302(W)   ADJUSTED
 KV6973* NAD 83(2011) ELLIP HT-    15.689 (meters)        (06/27/12)   ADJUSTED
 KV6973* NAD 83(2011) EPOCH   -  2010.00
 KV6973* NAVD 88 ORTHO HEIGHT -    48.034 (meters)      157.59  (feet) ADJUSTED
 KV6973  ______________________________________________________________________
 KV6973  GEOID HEIGHT    -        -32.358 (meters)                     GEOID18
 KV6973  NAD 83(2011) X  -  1,317,251.554 (meters)                     COMP
 KV6973  NAD 83(2011) Y  - -4,692,521.543 (meters)                     COMP
 KV6973  NAD 83(2011) Z  -  4,100,318.691 (meters)                     COMP
 KV6973  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 KV6973  DYNAMIC HEIGHT  -         48.015 (meters)      157.53  (feet) COMP
 KV6973  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 KV6973
 KV6973  VERT ORDER      -  SECOND    CLASS II
 KV6973
 KV6973  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6973  Standards:
 KV6973         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6973            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6973  -------------------------------------------------------------------
 KV6973  NETWORK    0.41   0.61           0.15   0.18   0.31     -0.12710479
 KV6973  -------------------------------------------------------------------
 KV6973  Click here for local accuracies and other accuracy information.
 KV6973
 KV6973.The horizontal coordinates were established by GPS observations
 KV6973.and adjusted by the National Geodetic Survey in June 2012.
 KV6973
 KV6973.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6973.been affixed to the stable North American tectonic plate. See 
 KV6973.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6973
 KV6973.The horizontal coordinates are valid at the epoch date displayed above
 KV6973.which is a decimal equivalence of Year/Month/Day.
 KV6973
 KV6973.The orthometric height was determined by differential leveling and
 KV6973.adjusted by the NATIONAL GEODETIC SURVEY
 KV6973.in May 2011.
 KV6973
 KV6973.No vertical observational check was made to the station.
 KV6973
 KV6973.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6973.GEOID18 height accuracy estimate available here.
 KV6973
 KV6973.Click photographs - Photos may exist for this station.
 KV6973
 KV6973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6973
 KV6973.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6973
 KV6973.The ellipsoidal height was determined by GPS observations
 KV6973.and is referenced to NAD 83.
 KV6973
 KV6973.The dynamic height is computed by dividing the NAVD 88
 KV6973.geopotential number by the normal gravity value computed on the
 KV6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6973.degrees latitude (g = 980.6199 gals.).
 KV6973
 KV6973.The modeled gravity was interpolated from observed gravity values.
 KV6973
 KV6973. The following values were computed from the NAD 83(2011) position.
 KV6973
 KV6973;                    North         East     Units Scale Factor Converg.
 KV6973;SPC NJ       -   158,723.951   165,320.335   MT  0.99990289   +0 06 59.1
 KV6973;SPC NJ       -   520,746.83    542,388.47   sFT  0.99990289   +0 06 59.1
 KV6973;UTM  18      - 4,457,164.279   557,831.652   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5783157164(NAD 83)
 KV6973
 KV6973                          SUPERSEDED SURVEY CONTROL
 KV6973
 KV6973  NAD 83(2007)-  40 15 46.60998(N)    074 19 11.57350(W) AD(2002.00) 0
 KV6973  ELLIP H (02/10/07)   15.697  (m)                       GP(2002.00)    
 KV6973  ELLIP H (10/23/02)   15.706  (m)                       GP(       ) 4 1
 KV6973  NAD 83(1996)-  40 15 46.60993(N)    074 19 11.57389(W) AD(       ) 1
 KV6973  ELLIP H (05/14/99)   15.703  (m)                       GP(       ) 4 1
 KV6973  NAD 83(1986)-  40 15 46.61067(N)    074 19 11.57601(W) AD(       ) 1
 KV6973  NAVD 88 (02/25/94)   48.1    (m)  GEOID93  model used  GPS OBS        
 KV6973
 KV6973.Superseded values are not recommended for survey control.
 KV6973
 KV6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6973.See file dsdata.pdf to determine how the superseded data were derived.
 KV6973
 KV6973_STAMPING: 13 S 3 1991
 KV6973_MARK LOGO: NJGS
 KV6973_PROJECTION: FLUSH
 KV6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6973+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 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  HISTORY     - 20070505 GOOD             NJGS
 KV6973  HISTORY     - 20080418 GOOD             INDIV
 KV6973  HISTORY     - 20150413 MARK NOT FOUND   NJGS
 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.
 KV6973
 KV6973                          STATION RECOVERY (2007)
 KV6973
 KV6973'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 KV6973'RECOVERED AS DESCRIBED.
 KV6973
 KV6973                          STATION RECOVERY (2008)
 KV6973
 KV6973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HBH)
 KV6973'RECOVERED AS DESCRIBED.
 KV6973
 KV6973                          STATION RECOVERY (2015)
 KV6973
 KV6973'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6973'THE MONUMENT HAS BEEN REMOVED DUE TO UNDERGROUND UTILITIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6576 ***********************************************************************
 DK6576  DESIGNATION -  13 S 36
 DK6576  PID         -  DK6576
 DK6576  STATE/COUNTY-  NJ/MONMOUTH
 DK6576  COUNTRY     -  US
 DK6576  USGS QUAD   -  FREEHOLD (2019)
 DK6576
 DK6576                         *CURRENT SURVEY CONTROL
 DK6576  ______________________________________________________________________
 DK6576* NAD 83(1986) POSITION- 40 15 22.76   (N) 074 19 03.28   (W)   HD_HELD1
 DK6576* NAVD 88 ORTHO HEIGHT -    40.343 (meters)      132.36  (feet) ADJUSTED
 DK6576  ______________________________________________________________________
 DK6576  GEOID HEIGHT    -        -32.355 (meters)                     GEOID18
 DK6576  DYNAMIC HEIGHT  -         40.326 (meters)      132.30  (feet) COMP
 DK6576  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 DK6576
 DK6576  VERT ORDER      -  FIRST     CLASS II
 DK6576
 DK6576.The horizontal coordinates were determined by differentially corrected
 DK6576.hand held GPS observations or other comparable positioning techniques
 DK6576.and have an estimated accuracy of +/- 3 meters.
 DK6576
 DK6576.The orthometric height was determined by differential leveling and
 DK6576.adjusted by the NATIONAL GEODETIC SURVEY
 DK6576.in May 2011.
 DK6576
 DK6576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6576.GEOID18 height accuracy estimate available here.
 DK6576
 DK6576.Click photographs - Photos may exist for this station.
 DK6576
 DK6576.The dynamic height is computed by dividing the NAVD 88
 DK6576.geopotential number by the normal gravity value computed on the
 DK6576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6576.degrees latitude (g = 980.6199 gals.).
 DK6576
 DK6576.The modeled gravity was interpolated from observed gravity values.
 DK6576
 DK6576;                    North         East    Units  Estimated Accuracy
 DK6576;SPC NJ       -   157,988.8     165,517.8     MT  (+/- 3 meters HH1 GPS) 
 DK6576
 DK6576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5803356430(NAD 83)
 DK6576
 DK6576                          SUPERSEDED SURVEY CONTROL
 DK6576
 DK6576.No superseded survey control is available for this station.
 DK6576
 DK6576_MARKER: DD = SURVEY DISK
 DK6576_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6576_SP_SET: CULVERT
 DK6576_STAMPING: 13 S 36 2007
 DK6576_MARK LOGO: NJGS
 DK6576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6576+STABILITY: SURFACE MOTION
 DK6576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6576+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2024
 DK6576
 DK6576  HISTORY     - Date     Condition        Report By
 DK6576  HISTORY     - 20070502 MONUMENTED       NJGS
 DK6576  HISTORY     - 20130507 GOOD             NJGS
 DK6576  HISTORY     - 20240205 GOOD             NJGS
 DK6576
 DK6576                          STATION DESCRIPTION
 DK6576
 DK6576'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DK6576'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, SET IN A DRILL HOLE AT
 DK6576'THE NORTHEAST END OF THE CULVERT FOR THE WEMROCK BROOK CROSSING NJ
 DK6576'STATE ROUTE 33 BUSINESS, ABOUT 0.1 MI (0.16 KM) SOUTHWEST OF THE
 DK6576'JUNCTION WITH WEMROCK ROAD, AND ABOUT 0.15 NORTHEAST OF THE ENTRANCE
 DK6576'ROAD TO THE MONMOUTH BATTLEGROUND STATE PARK, AT STRUCTURE NUMBER
 DK6576'1335-151, MILEPOST 1.04.
 DK6576'
 DK6576'THE STATION IS 62.4 FT (19.0 M) WEST OF POLE NUMBER JC 643 FT, 132.6
 DK6576'FT (40.4 M) EAST OF POLE NUMBER JC 642 FT, 8.0 FT (2.4 M) SOUTH OF THE
 DK6576'SOUTH CURB OF THE EAST BOUND LANES OF NJ STATE ROUTE 33 BUSINESS, 13.2
 DK6576'FT (4.0 M) EAST OF A SIGN FOR STRUCTURE NUMBER 1335-151, MILEPOST 1.04
 DK6576'WITH A NJGS SIGN ATTACHED.
 DK6576
 DK6576                          STATION RECOVERY (2013)
 DK6576
 DK6576'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DK6576'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTHWEST OF MARLBORO,
 DK6576'4.2 MI (6.8 KM) NORTHWEST OF ADELPHIA AND 2.3 MI (3.7 KM) WEST OF
 DK6576'FREEHOLD.   RECOVERED AS DESCRIBED.
 DK6576'
 DK6576'THE STATION IS LOCATED ON THE EAST END OF THE CULVERT, ON THE SOUTH
 DK6576'SIDE OF NJ BUSINESS ROUTE 33.
 DK6576
 DK6576                          STATION RECOVERY (2024)
 DK6576
 DK6576'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DK6576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5238 ***********************************************************************
 AA5238  DESIGNATION -  13 S 5
 AA5238  PID         -  AA5238
 AA5238  STATE/COUNTY-  NJ/MONMOUTH
 AA5238  COUNTRY     -  US
 AA5238  USGS QUAD   -  ASBURY PARK (2019)
 AA5238
 AA5238                         *CURRENT SURVEY CONTROL
 AA5238  ______________________________________________________________________
 AA5238* NAD 83(2011) POSITION- 40 08 02.13314(N) 074 07 19.70263(W)   ADJUSTED
 AA5238* NAD 83(2011) ELLIP HT-    -0.306 (meters)        (06/27/12)   ADJUSTED
 AA5238* NAD 83(2011) EPOCH   -  2010.00
 AA5238* NAVD 88 ORTHO HEIGHT -    32.6   (meters)      107.    (feet) GPS OBS
 AA5238  ______________________________________________________________________
 AA5238  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5238  GEOID HEIGHT    -         -33.13 (meters)                     GEOID93
 AA5238  GEOID HEIGHT    -        -32.858 (meters)                     GEOID18
 AA5238  NAD 83(2011) X  -  1,335,965.170 (meters)                     COMP
 AA5238  NAD 83(2011) Y  - -4,696,829.648 (meters)                     COMP
 AA5238  NAD 83(2011) Z  -  4,089,365.720 (meters)                     COMP
 AA5238  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 AA5238
 AA5238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5238  Standards:
 AA5238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5238  -------------------------------------------------------------------
 AA5238  NETWORK    0.43   0.71           0.19   0.16   0.36      0.14156111
 AA5238  -------------------------------------------------------------------
 AA5238  Click here for local accuracies and other accuracy information.
 AA5238
 AA5238.The horizontal coordinates were established by GPS observations
 AA5238.and adjusted by the National Geodetic Survey in June 2012.
 AA5238
 AA5238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5238.been affixed to the stable North American tectonic plate. See 
 AA5238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5238
 AA5238.The horizontal coordinates are valid at the epoch date displayed above
 AA5238.which is a decimal equivalence of Year/Month/Day.
 AA5238
 AA5238.The orthometric height was determined by GPS observations and a
 AA5238.high-resolution geoid model.
 AA5238
 AA5238.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5238.GEOID18 height accuracy estimate available here.
 AA5238
 AA5238.Click photographs - Photos may exist for this station.
 AA5238
 AA5238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5238
 AA5238.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5238
 AA5238.The ellipsoidal height was determined by GPS observations
 AA5238.and is referenced to NAD 83.
 AA5238
 AA5238. The following values were computed from the NAD 83(2011) position.
 AA5238
 AA5238;                    North         East     Units Scale Factor Converg.
 AA5238;SPC NJ       -   144,451.945   182,200.649   MT  0.99991276   +0 14 36.8
 AA5238;SPC NJ       -   473,922.76    597,769.96   sFT  0.99991276   +0 14 36.8
 AA5238;UTM  18      - 4,442,991.168   574,787.801   MT  0.99966885   +0 33 57.1
 AA5238
 AA5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5238!SPC NJ       -   1.00000005  x   0.99991276  =   0.99991281
 AA5238!UTM  18      -   1.00000005  x   0.99966885  =   0.99966890
 AA5238
 AA5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7478742991(NAD 83)
 AA5238
 AA5238                          SUPERSEDED SURVEY CONTROL
 AA5238
 AA5238  NAD 83(2007)-  40 08 02.13356(N)    074 07 19.70308(W) AD(2002.00) 0
 AA5238  ELLIP H (02/10/07)   -0.298  (m)                       GP(2002.00)    
 AA5238  ELLIP H (10/23/02)   -0.280  (m)                       GP(       ) 4 1
 AA5238  NAD 83(1996)-  40 08 02.13335(N)    074 07 19.70299(W) AD(       ) 1
 AA5238  ELLIP H (05/14/99)   -0.300  (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)   -0.211  (m)                       GP(       ) 3 1
 AA5238
 AA5238.Superseded values are not recommended for survey control.
 AA5238
 AA5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5238.See file dsdata.pdf to determine how the superseded data were derived.
 AA5238
 AA5238_MARKER: DD = SURVEY DISK
 AA5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5238_STAMPING: 13 S 5 1993
 AA5238_MARK LOGO: NJGS
 AA5238_PROJECTION: FLUSH
 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 - April 06, 2023
 AA5238
 AA5238  HISTORY     - Date     Condition        Report By
 AA5238  HISTORY     - 1993     MONUMENTED       NJGS
 AA5238  HISTORY     - 20191216 GOOD             NJGS
 AA5238  HISTORY     - 20220526 GOOD             NJGS
 AA5238  HISTORY     - 20230406 GOOD             INDIV
 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.
 AA5238
 AA5238                          STATION RECOVERY (2019)
 AA5238
 AA5238'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 AA5238'RECOVERED IN GOOD CONDITION.
 AA5238
 AA5238                          STATION RECOVERY (2022)
 AA5238
 AA5238'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 AA5238'RECOVERED IN GOOD CONDITION.
 AA5238
 AA5238                          STATION RECOVERY (2023)
 AA5238
 AA5238'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (LIS)
 AA5238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7180 ***********************************************************************
 DM7180  DESIGNATION -  13 S 6
 DM7180  PID         -  DM7180
 DM7180  STATE/COUNTY-  NJ/MONMOUTH
 DM7180  COUNTRY     -  US
 DM7180  USGS QUAD   -  ASBURY PARK (2019)
 DM7180
 DM7180                         *CURRENT SURVEY CONTROL
 DM7180  ______________________________________________________________________
 DM7180* NAD 83(1986) POSITION- 40 12 33.     (N) 074 01 36.     (W)   SCALED
 DM7180* NAVD 88 ORTHO HEIGHT -     5.536 (meters)       18.16  (feet) ADJUSTED
 DM7180  ______________________________________________________________________
 DM7180  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 DM7180  DYNAMIC HEIGHT  -          5.533 (meters)       18.15  (feet) COMP
 DM7180  MODELED GRAVITY -    980,170.9   (mgal)                       NAVD 88
 DM7180
 DM7180  VERT ORDER      -  FIRST     CLASS II
 DM7180
 DM7180.The horizontal coordinates were scaled from a map and have
 DM7180.an estimated accuracy of +/- 6 seconds.
 DM7180
 DM7180.The orthometric height was determined by differential leveling and
 DM7180.adjusted by the NATIONAL GEODETIC SURVEY
 DM7180.in May 2011.
 DM7180
 DM7180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7180.GEOID18 height accuracy estimate available here.
 DM7180
 DM7180.Click photographs - Photos may exist for this station.
 DM7180
 DM7180.The dynamic height is computed by dividing the NAVD 88
 DM7180.geopotential number by the normal gravity value computed on the
 DM7180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7180.degrees latitude (g = 980.6199 gals.).
 DM7180
 DM7180.The modeled gravity was interpolated from observed gravity values.
 DM7180
 DM7180;                    North         East    Units  Estimated Accuracy
 DM7180;SPC NJ       -   152,850.      190,290.      MT  (+/- 180 meters Scaled)
 DM7180
 DM7180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK828514(NAD 83)
 DM7180
 DM7180                          SUPERSEDED SURVEY CONTROL
 DM7180
 DM7180.No superseded survey control is available for this station.
 DM7180
 DM7180_MARKER: DD = SURVEY DISK
 DM7180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7180_STAMPING: 13 S 6 2008
 DM7180_MARK LOGO: NJGS
 DM7180_PROJECTION: FLUSH
 DM7180_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7180+STABILITY: SURFACE MOTION
 DM7180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7180+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2018
 DM7180
 DM7180  HISTORY     - Date     Condition        Report By
 DM7180  HISTORY     - UNK      MONUMENTED       NJDT
 DM7180  HISTORY     - 20080507 GOOD             NJGS
 DM7180  HISTORY     - 20100801 GOOD             NJGS
 DM7180  HISTORY     - 20180812 GOOD             USPSQD
 DM7180
 DM7180                          STATION DESCRIPTION
 DM7180
 DM7180'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7180'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF FARMINGDALE, 6.8
 DM7180'MI (10.9 KM) SOUTH-SOUTHWEST OF LONG BRANCH AND 1.1 MI (1.8 KM)
 DM7180'SOUTHWEST OF ASBURY PARK.
 DM7180'
 DM7180'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, ON THE NORTHEAST CORNER OF
 DM7180'CORLIES AVENUE (NJ STATE ROUTE 33) AND NJ STATE ROUTE 35.
 DM7180'
 DM7180'THE STATION IS 2.25 M (7.4 FT) NORTHEAST OF A TRAFFIC SIGNAL, 3.45 M
 DM7180'(11.3 FT) SOUTH-SOUTHEAST OF A SIGN POST (TACO BELL), 2.9 M (9.5 FT)
 DM7180'NORTH OF THE NORTH CURB OF ROUTE 33, 18.3 M (60.0 FT) SOUTHEAST OF A
 DM7180'FIRE HYDRANT.
 DM7180
 DM7180                          STATION RECOVERY (2010)
 DM7180
 DM7180'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7180'RECOVERED AS DESCRIBED.
 DM7180
 DM7180                          STATION RECOVERY (2018)
 DM7180
 DM7180'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7187 ***********************************************************************
 DM7187  DESIGNATION -  13 S 7
 DM7187  PID         -  DM7187
 DM7187  STATE/COUNTY-  NJ/MONMOUTH
 DM7187  COUNTRY     -  US
 DM7187  USGS QUAD   -  ASBURY PARK (2019)
 DM7187
 DM7187                         *CURRENT SURVEY CONTROL
 DM7187  ______________________________________________________________________
 DM7187* NAD 83(1986) POSITION- 40 12 40.     (N) 074 01 40.     (W)   SCALED
 DM7187* NAVD 88 ORTHO HEIGHT -     5.088 (meters)       16.69  (feet) ADJUSTED
 DM7187  ______________________________________________________________________
 DM7187  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 DM7187  DYNAMIC HEIGHT  -          5.086 (meters)       16.69  (feet) COMP
 DM7187  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 DM7187
 DM7187  VERT ORDER      -  FIRST     CLASS II
 DM7187
 DM7187.The horizontal coordinates were scaled from a map and have
 DM7187.an estimated accuracy of +/- 6 seconds.
 DM7187
 DM7187.The orthometric height was determined by differential leveling and
 DM7187.adjusted by the NATIONAL GEODETIC SURVEY
 DM7187.in May 2011.
 DM7187
 DM7187.No vertical observational check was made to the station.
 DM7187
 DM7187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7187.GEOID18 height accuracy estimate available here.
 DM7187
 DM7187.Click photographs - Photos may exist for this station.
 DM7187
 DM7187.The dynamic height is computed by dividing the NAVD 88
 DM7187.geopotential number by the normal gravity value computed on the
 DM7187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7187.degrees latitude (g = 980.6199 gals.).
 DM7187
 DM7187.The modeled gravity was interpolated from observed gravity values.
 DM7187
 DM7187;                    North         East    Units  Estimated Accuracy
 DM7187;SPC NJ       -   153,060.      190,200.      MT  (+/- 180 meters Scaled)
 DM7187
 DM7187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK827516(NAD 83)
 DM7187
 DM7187                          SUPERSEDED SURVEY CONTROL
 DM7187
 DM7187.No superseded survey control is available for this station.
 DM7187
 DM7187_MARKER: DD = SURVEY DISK
 DM7187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7187_STAMPING: 13 S 7
 DM7187_MARK LOGO: NJGS
 DM7187_PROJECTION: FLUSH
 DM7187_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7187+STABILITY: SURFACE MOTION
 DM7187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7187+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2018
 DM7187
 DM7187  HISTORY     - Date     Condition        Report By
 DM7187  HISTORY     - UNK      MONUMENTED       NJDT
 DM7187  HISTORY     - 20080720 GOOD             NJGS
 DM7187  HISTORY     - 20180812 GOOD             USPSQD
 DM7187
 DM7187                          STATION DESCRIPTION
 DM7187
 DM7187'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7187'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, ON THE NORTHEAST CORNER OF
 DM7187'THE JUNCTION OF NJ STATE ROUTE 35, BRADFISKE AVENUE AND DRUMMOND
 DM7187'AVENUE.
 DM7187'
 DM7187'TO REACH THE STATION FROM THE JUNCTION OF CORLIES AVENUE (NJ STATE 33)
 DM7187'AND NJ ROUTE 35, GO 0.15 MI (0.2 KM) NORTH-NORTHWEST ON ROUTE 35 TO
 DM7187'THE STATION ON THE RIGHT.
 DM7187'
 DM7187'THE STATION IS 10.2 FT (3.1 M) EAST OF THE EAST CURB OF ROUTE 35, 23.1
 DM7187'FT (7.0 M) SOUTHWEST OF POLE NUMBER JC60NT, 74.3 FT (22.6 M) NORTH OF
 DM7187'THE CENTERLINE OF BRADFISKE AVENUE, 23.9 FT (7.3 M) WEST OF THE WEST
 DM7187'CURB OF DRUMMOND AVENUE, 9.2 FT (2.8 M) NORTH OF A FLAG POLE.
 DM7187
 DM7187                          STATION RECOVERY (2018)
 DM7187
 DM7187'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8251 ***********************************************************************
 DN8251  DESIGNATION -  13 S 8
 DN8251  PID         -  DN8251
 DN8251  STATE/COUNTY-  NJ/MONMOUTH
 DN8251  COUNTRY     -  US
 DN8251  USGS QUAD   -  ASBURY PARK (2019)
 DN8251
 DN8251                         *CURRENT SURVEY CONTROL
 DN8251  ______________________________________________________________________
 DN8251* NAD 83(1986) POSITION- 40 10 21.62   (N) 074 06 28.93   (W)   HD_HELD1
 DN8251* NAVD 88 ORTHO HEIGHT -    40.180 (meters)      131.82  (feet) ADJUSTED
 DN8251  ______________________________________________________________________
 DN8251  GEOID HEIGHT    -        -32.784 (meters)                     GEOID18
 DN8251  DYNAMIC HEIGHT  -         40.162 (meters)      131.76  (feet) COMP
 DN8251  MODELED GRAVITY -    980,175.6   (mgal)                       NAVD 88
 DN8251
 DN8251  VERT ORDER      -  FIRST     CLASS II
 DN8251
 DN8251.The horizontal coordinates were determined by differentially corrected
 DN8251.hand held GPS observations or other comparable positioning techniques
 DN8251.and have an estimated accuracy of +/- 3 meters.
 DN8251
 DN8251.The orthometric height was determined by differential leveling and
 DN8251.adjusted by the NATIONAL GEODETIC SURVEY
 DN8251.in April 2013.
 DN8251
 DN8251.No vertical observational check was made to the station.
 DN8251
 DN8251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8251.GEOID18 height accuracy estimate available here.
 DN8251
 DN8251.Click photographs - Photos may exist for this station.
 DN8251
 DN8251.The dynamic height is computed by dividing the NAVD 88
 DN8251.geopotential number by the normal gravity value computed on the
 DN8251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8251.degrees latitude (g = 980.6199 gals.).
 DN8251
 DN8251.The modeled gravity was interpolated from observed gravity values.
 DN8251
 DN8251;                    North         East    Units  Estimated Accuracy
 DN8251;SPC NJ       -   148,759.0     183,383.6     MT  (+/- 3 meters HH1 GPS) 
 DN8251
 DN8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7594647303(NAD 83)
 DN8251
 DN8251                          SUPERSEDED SURVEY CONTROL
 DN8251
 DN8251.No superseded survey control is available for this station.
 DN8251
 DN8251_MARKER: DD = SURVEY DISK
 DN8251_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8251_SP_SET: BASE OF SIGN BRIDGE
 DN8251_STAMPING: 13 S 8 2011
 DN8251_MARK LOGO: NJGS
 DN8251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8251+STABILITY: SURFACE MOTION
 DN8251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8251+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2011
 DN8251
 DN8251  HISTORY     - Date     Condition        Report By
 DN8251  HISTORY     - 20111008 MONUMENTED       NJGS
 DN8251
 DN8251                          STATION DESCRIPTION
 DN8251
 DN8251'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8251'THE STATION IS LOCATED IN WALL TOWNSHIP, SET IN A DRILL HOLE IN THE
 DN8251'CENTER OF THE BASE FOR A SIGN BRIDGE (STRUCTURE NUMBER 1307-205)
 DN8251'MILEPOST 4.33 FOR THE SOUTH BOUND LANES OF ROUTE 34.  THE SIGN BRIDGE
 DN8251'IS ABOUT 0.2 MI (0.3 KM) NORTH OF THE CENTER OF THE ROUTE 34 BRIDGE
 DN8251'SPANNING I-195.
 DN8251'
 DN8251'THE STATION IS 5 FT (1.5 M) WEST OF THE WEST CURB OF SOUTH BOUND ROUTE
 DN8251'34, 3 FT (0.9 M) NORTH OF THE SOUTH LEG, 2.3 FT (0.7 M) SOUTH OF THE
 DN8251'NORTH LEG, 4.9 FT (1.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DN8251'BASE, 3.3 FT (1.0 M) SOUTH OF THE NORTHEAST CORNER OF THE BASE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7891 ***********************************************************************
 DP7891  DESIGNATION -  13 S 9
 DP7891  PID         -  DP7891
 DP7891  STATE/COUNTY-  NJ/MONMOUTH
 DP7891  COUNTRY     -  US
 DP7891  USGS QUAD   -  POINT PLEASANT (2019)
 DP7891
 DP7891                         *CURRENT SURVEY CONTROL
 DP7891  ______________________________________________________________________
 DP7891* NAD 83(1986) POSITION- 40 07 13.59   (N) 074 04 40.36   (W)   HD_HELD1
 DP7891* NAVD 88 ORTHO HEIGHT -    31.168 (meters)      102.26  (feet) ADJUSTED
 DP7891  ______________________________________________________________________
 DP7891  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 DP7891  DYNAMIC HEIGHT  -         31.154 (meters)      102.21  (feet) COMP
 DP7891  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 DP7891
 DP7891  VERT ORDER      -  FIRST     CLASS II
 DP7891
 DP7891.The horizontal coordinates were determined by differentially corrected
 DP7891.hand held GPS observations or other comparable positioning techniques
 DP7891.and have an estimated accuracy of +/- 3 meters.
 DP7891
 DP7891.The orthometric height was determined by differential leveling and
 DP7891.adjusted by the NATIONAL GEODETIC SURVEY
 DP7891.in September 2015.
 DP7891
 DP7891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7891.GEOID18 height accuracy estimate available here.
 DP7891
 DP7891.Click photographs - Photos may exist for this station.
 DP7891
 DP7891.The dynamic height is computed by dividing the NAVD 88
 DP7891.geopotential number by the normal gravity value computed on the
 DP7891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7891.degrees latitude (g = 980.6199 gals.).
 DP7891
 DP7891.The modeled gravity was interpolated from observed gravity values.
 DP7891
 DP7891;                    North         East    Units  Estimated Accuracy
 DP7891;SPC NJ       -   142,971.8     185,979.7     MT  (+/- 3 meters HH1 GPS) 
 DP7891
 DP7891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7857441532(NAD 83)
 DP7891
 DP7891                          SUPERSEDED SURVEY CONTROL
 DP7891
 DP7891.No superseded survey control is available for this station.
 DP7891
 DP7891_MARKER: DD = SURVEY DISK
 DP7891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7891_STAMPING: 13 S 9 2013
 DP7891_MARK LOGO: NJDT
 DP7891_PROJECTION: PROJECTING 8 CENTIMETERS
 DP7891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7891+STABILITY: SURFACE MOTION
 DP7891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7891+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2013
 DP7891
 DP7891  HISTORY     - Date     Condition        Report By
 DP7891  HISTORY     - 2013     MONUMENTED       NJDT
 DP7891  HISTORY     - 20130719 GOOD             NJGS
 DP7891
 DP7891                          STATION DESCRIPTION
 DP7891
 DP7891'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DP7891'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF
 DP7891'FARMINGDALE, 2.6 MI (4.2 KM) NORTH OF POINT PLEASANT AND 2.6 MI (4.2
 DP7891'KM) NORTHWEST OF POINT PLEASANT BEACH.
 DP7891'
 DP7891'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE EAST SIDE OF STATE
 DP7891'HIGHWAY 34, JUST NORTH FROM THE CROSSROADS INTERSECTION WITH LAKEWOOD
 DP7891'ROAD, SET FLUSH IN THE TOP OF A 12 INCH (30 CM) SQUARE CONCRETE
 DP7891'MONUMENT, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND IN FRONT OF A
 DP7891'TWO STORY BLOCK BUILDING, NUMBER 2444, FOR WINTERS, MCKENZIE, MAHON
 DP7891'AND COLON, CERTIFIED PUBLIC ACCOUNTANTS.
 DP7891'
 DP7891'THE STATION IS 74.4 FT (22.7 M) SOUTH-SOUTHEAST FROM WOOD UTILITY POLE
 DP7891'NUMBER BT 41828 WL ON THE EAST SIDE OF THE NORTHBOUND LANES OF STATE
 DP7891'HIGHWAY 34, 9.8 FT (3.0 M) EAST FROM AND NORMAL TO THE EAST CURB OF
 DP7891'THE NORTHBOUND LANES OF STATE HIGHWAY 34, 14.9 FT (4.5 M) NORTH FROM
 DP7891'THE EAST LEG OF A DIAMOND SHAPED YELLOW TRAFFIC SIGN, RIGHT LANE ENDS
 DP7891'700 FT (213.4 M) AND 51.8 FT (15.8 M) SOUTHWEST FROM THE NORTHWEST
 DP7891'CORNER OF THE TWO STORY BLOCK OFFICE BUILDING.
 DP7891'
 DP7891'THE STATION IS TILTED SLIGHTLY TOWARD THE NORTH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6276 ***********************************************************************
 KV6276  DESIGNATION -  13 T 1
 KV6276  PID         -  KV6276
 KV6276  STATE/COUNTY-  NJ/MONMOUTH
 KV6276  COUNTRY     -  US
 KV6276  USGS QUAD   -  ASBURY PARK (2019)
 KV6276
 KV6276                         *CURRENT SURVEY CONTROL
 KV6276  ______________________________________________________________________
 KV6276* NAD 83(2011) POSITION- 40 10 13.24648(N) 074 07 20.21134(W)   ADJUSTED
 KV6276* NAD 83(2011) ELLIP HT-    -2.319 (meters)        (06/27/12)   ADJUSTED
 KV6276* NAD 83(2011) EPOCH   -  2010.00
 KV6276* NAVD 88 ORTHO HEIGHT -    30.446 (meters)       99.89  (feet) ADJUSTED
 KV6276  ______________________________________________________________________
 KV6276  GEOID HEIGHT    -        -32.762 (meters)                     GEOID18
 KV6276  NAD 83(2011) X  -  1,335,239.746 (meters)                     COMP
 KV6276  NAD 83(2011) Y  - -4,694,323.283 (meters)                     COMP
 KV6276  NAD 83(2011) Z  -  4,092,455.414 (meters)                     COMP
 KV6276  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 KV6276  DYNAMIC HEIGHT  -         30.432 (meters)       99.84  (feet) COMP
 KV6276  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 KV6276
 KV6276  VERT ORDER      -  FIRST     CLASS II
 KV6276
 KV6276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6276  Standards:
 KV6276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6276  -------------------------------------------------------------------
 KV6276  NETWORK    0.70   1.20           0.32   0.24   0.61      0.01521978
 KV6276  -------------------------------------------------------------------
 KV6276  Click here for local accuracies and other accuracy information.
 KV6276
 KV6276.The horizontal coordinates were established by GPS observations
 KV6276.and adjusted by the National Geodetic Survey in June 2012.
 KV6276
 KV6276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6276.been affixed to the stable North American tectonic plate. See 
 KV6276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6276
 KV6276.The horizontal coordinates are valid at the epoch date displayed above
 KV6276.which is a decimal equivalence of Year/Month/Day.
 KV6276
 KV6276.The orthometric height was determined by differential leveling and
 KV6276.adjusted by the NATIONAL GEODETIC SURVEY
 KV6276.in April 2013.
 KV6276
 KV6276.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6276.GEOID18 height accuracy estimate available here.
 KV6276
 KV6276.Click photographs - Photos may exist for this station.
 KV6276
 KV6276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6276
 KV6276.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6276
 KV6276.The ellipsoidal height was determined by GPS observations
 KV6276.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6276
 KV6276;                    North         East     Units Scale Factor Converg.
 KV6276;SPC NJ       -   148,495.534   182,171.417   MT  0.99991274   +0 14 37.2
 KV6276;SPC NJ       -   487,189.10    597,674.06   sFT  0.99991274   +0 14 37.2
 KV6276;UTM  18      - 4,447,033.541   574,735.828   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7473547033(NAD 83)
 KV6276
 KV6276                          SUPERSEDED SURVEY CONTROL
 KV6276
 KV6276  NAD 83(2007)-  40 10 13.24686(N)    074 07 20.21152(W) AD(2002.00) 0
 KV6276  ELLIP H (02/10/07)   -2.318  (m)                       GP(2002.00)    
 KV6276  ELLIP H (10/23/02)   -2.300  (m)                       GP(       ) 4 1
 KV6276  NAD 83(1996)-  40 10 13.24667(N)    074 07 20.21146(W) AD(       ) 1
 KV6276  ELLIP H (05/14/99)   -2.320  (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)   -2.232  (m)                       GP(       ) 3 1
 KV6276  NAD 83(1986)-  40 10 13.24780(N)    074 07 20.21424(W) AD(       ) 1
 KV6276  NAVD 88              30.45   (m)           99.9    (f) LEVELING    3  
 KV6276  NAVD 88              30.45   (m)           99.9    (f) LEVELING    3  
 KV6276  NAVD 88 (06/15/91)   30.453  (m)           99.91   (f) SUPERSEDED  1 2
 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
 KV6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6276.See file dsdata.pdf to determine how the superseded data were derived.
 KV6276
 KV6276_MARKER: DD = SURVEY DISK
 KV6276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - October 12, 2011
 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  HISTORY     - 20111012 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                          STATION RECOVERY (2011)
 KV6276
 KV6276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV6276'RECOVERED AS DESCRIBED.  THE STATION IS 106 FT (32.3 M) NORTHEAST OF
 KV6276'THE NORTH LEG FOR A SIGN (REDUCE SPEED AHEAD - 1/2 MILE) FOR THE EAST
 KV6276'BOUND LANES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5809 ***********************************************************************
 DP5809  DESIGNATION -  13 T 10
 DP5809  PID         -  DP5809
 DP5809  STATE/COUNTY-  NJ/MONMOUTH
 DP5809  COUNTRY     -  US
 DP5809  USGS QUAD   -  FREEHOLD (2019)
 DP5809
 DP5809                         *CURRENT SURVEY CONTROL
 DP5809  ______________________________________________________________________
 DP5809* NAD 83(1986) POSITION- 40 15 03.16   (N) 074 18 34.07   (W)   HD_HELD1
 DP5809* NAVD 88 ORTHO HEIGHT -    57.454 (meters)      188.50  (feet) ADJUSTED
 DP5809  ______________________________________________________________________
 DP5809  GEOID HEIGHT    -        -32.353 (meters)                     GEOID18
 DP5809  DYNAMIC HEIGHT  -         57.430 (meters)      188.42  (feet) COMP
 DP5809  MODELED GRAVITY -    980,215.4   (mgal)                       NAVD 88
 DP5809
 DP5809  VERT ORDER      -  FIRST     CLASS II
 DP5809
 DP5809.The horizontal coordinates were determined by differentially corrected
 DP5809.hand held GPS observations or other comparable positioning techniques
 DP5809.and have an estimated accuracy of +/- 3 meters.
 DP5809
 DP5809.The orthometric height was determined by differential leveling and
 DP5809.adjusted by the NATIONAL GEODETIC SURVEY
 DP5809.in April 2015.
 DP5809
 DP5809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5809.GEOID18 height accuracy estimate available here.
 DP5809
 DP5809.Click photographs - Photos may exist for this station.
 DP5809
 DP5809.The dynamic height is computed by dividing the NAVD 88
 DP5809.geopotential number by the normal gravity value computed on the
 DP5809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5809.degrees latitude (g = 980.6199 gals.).
 DP5809
 DP5809.The modeled gravity was interpolated from observed gravity values.
 DP5809
 DP5809;                    North         East    Units  Estimated Accuracy
 DP5809;SPC NJ       -   157,385.8     166,209.3     MT  (+/- 3 meters HH1 GPS) 
 DP5809
 DP5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5872755831(NAD 83)
 DP5809
 DP5809                          SUPERSEDED SURVEY CONTROL
 DP5809
 DP5809.No superseded survey control is available for this station.
 DP5809
 DP5809_MARKER: DD = SURVEY DISK
 DP5809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5809_STAMPING: 13 T 10 90+00 59 L
 DP5809_MARK LOGO: NJGS
 DP5809_PROJECTION: RECESSED 8 CENTIMETERS
 DP5809_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5809+STABILITY: SURFACE MOTION
 DP5809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5809+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2023
 DP5809
 DP5809  HISTORY     - Date     Condition        Report By
 DP5809  HISTORY     - UNK      MONUMENTED       NJDT
 DP5809  HISTORY     - 20131015 GOOD             NJGS
 DP5809  HISTORY     - 20230420 GOOD             NJGS
 DP5809
 DP5809                          STATION DESCRIPTION
 DP5809
 DP5809'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5809'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF MARLBORO,
 DP5809'4.6 MI (7.4 KM) WEST-NORTHWEST OF ADELPHIA AND 3.0 MI (4.8 KM) WEST OF
 DP5809'FREEHOLD, IN FREEHOLD TOWNSHIP.
 DP5809'
 DP5809'THE STATION IS SET ON THE NORTH SIDE OF NJ ROUTE 33, ABOUT 380 FT
 DP5809'(115.8 M) EAST OF THE WEMROCK ROAD BRIDGE OVER NJ ROUTE 33, AT THE
 DP5809'TRIANGULAR SHAPED ISLAND OF THE EXIT RAMP.
 DP5809'
 DP5809'THE STATION 98 FT (29.9 M) WEST OF THE EAST CONCRETE NOSE OF THE EXIT
 DP5809'RAMP FROM THE WEST BOUND LANES, 234 FT (71.3 M) OF THE RANGE OF THE
 DP5809'OVERHEAD SIGN BRIDGE FOR THE EXIT, 2.7 FT (0.8 M) NORTH OF THE NORTH
 DP5809'EDGE OF PAVING, 25 FT (7.6 M) SOUTHWEST OF A 7 INCH (18 CM) TREE, 80
 DP5809'WEST OF THE EXIT SIGN.
 DP5809
 DP5809                          STATION RECOVERY (2023)
 DP5809
 DP5809'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JR)
 DP5809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9965 ***********************************************************************
 DP9965  DESIGNATION -  13 T 11
 DP9965  PID         -  DP9965
 DP9965  STATE/COUNTY-  NJ/MONMOUTH
 DP9965  COUNTRY     -  US
 DP9965  USGS QUAD   -  KEYPORT (2016)
 DP9965
 DP9965                         *CURRENT SURVEY CONTROL
 DP9965  ______________________________________________________________________
 DP9965* NAD 83(1986) POSITION- 40 22 50.22   (N) 074 12 40.96   (W)   HD_HELD1
 DP9965* NAVD 88 ORTHO HEIGHT -    82.995 (meters)      272.29  (feet) ADJUSTED
 DP9965  ______________________________________________________________________
 DP9965  GEOID HEIGHT    -        -32.339 (meters)                     GEOID18
 DP9965  DYNAMIC HEIGHT  -         82.961 (meters)      272.18  (feet) COMP
 DP9965  MODELED GRAVITY -    980,220.7   (mgal)                       NAVD 88
 DP9965
 DP9965  VERT ORDER      -  FIRST     CLASS II
 DP9965
 DP9965.The horizontal coordinates were determined by differentially corrected
 DP9965.hand held GPS observations or other comparable positioning techniques
 DP9965.and have an estimated accuracy of +/- 3 meters.
 DP9965
 DP9965.The orthometric height was determined by differential leveling and
 DP9965.adjusted by the NATIONAL GEODETIC SURVEY
 DP9965.in February 2016.
 DP9965
 DP9965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9965.GEOID18 height accuracy estimate available here.
 DP9965
 DP9965.Click photographs - Photos may exist for this station.
 DP9965
 DP9965.The dynamic height is computed by dividing the NAVD 88
 DP9965.geopotential number by the normal gravity value computed on the
 DP9965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9965.degrees latitude (g = 980.6199 gals.).
 DP9965
 DP9965.The modeled gravity was interpolated from observed gravity values.
 DP9965
 DP9965;                    North         East    Units  Estimated Accuracy
 DP9965;SPC NJ       -   171,813.2     174,506.7     MT  (+/- 3 meters HH1 GPS) 
 DP9965
 DP9965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6694170301(NAD 83)
 DP9965
 DP9965                          SUPERSEDED SURVEY CONTROL
 DP9965
 DP9965.No superseded survey control is available for this station.
 DP9965
 DP9965_MARKER: DD = SURVEY DISK
 DP9965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9965_SP_SET: TRAFFIC SIGNAL BASE
 DP9965_STAMPING: 13 T 11 2015
 DP9965_MARK LOGO: NJGS
 DP9965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9965+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9965
 DP9965  HISTORY     - Date     Condition        Report By
 DP9965  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9965
 DP9965                          STATION DESCRIPTION
 DP9965
 DP9965'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9965'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF SOUTH
 DP9965'AMBOY, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF MARLBORO AND 3.7 MI (6.0 KM)
 DP9965'SOUTH OF KEYPORT, IN MARLBORO TOWNSHIP.
 DP9965'
 DP9965'TO REACH FROM THE INTERSECTION OF STATE ROUTE 34 AND MAIN STREET (NEW
 DP9965'JERSEY ROUTE 34) IN MATAWAN, GO ABOUT 2.3 MI (3.7 KM) SOUTH ON ROUTE
 DP9965'34 TO THE STATION ON THE RIGHT, STATION IS SET IN A DRILL HOLE IN THE
 DP9965'SOUTHWEST CORNER OF THE BASE FOR A TRAFFIC SIGNAL ON THE SOUTHWEST
 DP9965'CORNER OF THE T-JUNCTION OF ROUTE 34 AND REID'S HILL ROAD.
 DP9965'
 DP9965'IT IS 54.1 FT (16.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF REID'S
 DP9965'HILL ROAD, 15.6 SOUTHWEST OF THE SOUTHWEST CURB OF ROUTE 34, 3 FT (0.9
 DP9965'M) SOUTH OF THE LIGHT MAST, 60 FT (18.3 M) EAST OF POLE NUMBER
 DP9965'BT1810MO ON REID'S HILL ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0859 ***********************************************************************
 DQ0859  DESIGNATION -  13 T 12
 DQ0859  PID         -  DQ0859
 DQ0859  STATE/COUNTY-  NJ/MONMOUTH
 DQ0859  COUNTRY     -  US
 DQ0859  USGS QUAD   -  MARLBORO (2016)
 DQ0859
 DQ0859                         *CURRENT SURVEY CONTROL
 DQ0859  ______________________________________________________________________
 DQ0859* NAD 83(1986) POSITION- 40 18 52.34   (N) 074 10 59.78   (W)   HD_HELD1
 DQ0859* NAVD 88 ORTHO HEIGHT -    31.667 (meters)      103.89  (feet) ADJUSTED
 DQ0859  ______________________________________________________________________
 DQ0859  GEOID HEIGHT    -        -32.362 (meters)                     GEOID18
 DQ0859  DYNAMIC HEIGHT  -         31.654 (meters)      103.85  (feet) COMP
 DQ0859  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 DQ0859
 DQ0859  VERT ORDER      -  FIRST     CLASS II
 DQ0859
 DQ0859.The horizontal coordinates were determined by differentially corrected
 DQ0859.hand held GPS observations or other comparable positioning techniques
 DQ0859.and have an estimated accuracy of +/- 3 meters.
 DQ0859
 DQ0859.The orthometric height was determined by differential leveling and
 DQ0859.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0859.in February 2016.
 DQ0859
 DQ0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0859.GEOID18 height accuracy estimate available here.
 DQ0859
 DQ0859.Click photographs - Photos may exist for this station.
 DQ0859
 DQ0859.The dynamic height is computed by dividing the NAVD 88
 DQ0859.geopotential number by the normal gravity value computed on the
 DQ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0859.degrees latitude (g = 980.6199 gals.).
 DQ0859
 DQ0859.The modeled gravity was interpolated from observed gravity values.
 DQ0859
 DQ0859;                    North         East    Units  Estimated Accuracy
 DQ0859;SPC NJ       -   164,484.7     176,919.4     MT  (+/- 3 meters HH1 GPS) 
 DQ0859
 DQ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6939562988(NAD 83)
 DQ0859
 DQ0859                          SUPERSEDED SURVEY CONTROL
 DQ0859
 DQ0859.No superseded survey control is available for this station.
 DQ0859
 DQ0859_MARKER: DD = SURVEY DISK
 DQ0859_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ0859_SP_SET: ELECTRICAL JUNCTION BOX
 DQ0859_STAMPING: 13 T 12 2015
 DQ0859_MARK LOGO: NJGS
 DQ0859_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0859+STABILITY: SURFACE MOTION
 DQ0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0859+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2015
 DQ0859
 DQ0859  HISTORY     - Date     Condition        Report By
 DQ0859  HISTORY     - 20150725 MONUMENTED       NJGS
 DQ0859
 DQ0859                          STATION DESCRIPTION
 DQ0859
 DQ0859'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0859'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST OF
 DQ0859'ADELPHIA, 6.1 MI (9.8 KM) NORTHEAST OF FREEHOLD AND 3.3 MI (5.3 KM)
 DQ0859'EAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DQ0859'
 DQ0859'THE STATION IS SET IN A DRILL HOLE IN THE SOUTH CORNER OF AN
 DQ0859'ELECTRICAL JUNCTION BOX ON THE NORTHWEST CORNER OF THE JUNCTION OF NEW
 DQ0859'JERSEY STATE ROUTE 34 AND CONOVER/LAIRD ROAD.
 DQ0859'
 DQ0859'THE STATION IS 18.5 FT (5.6 M) WEST-NORTHWEST OF POLE NUMBER VZ40382,
 DQ0859'18.5 FT (5.6 M) WEST-NORTHWEST OF STREET SIGN POST, 43.5 FT (13.3 M)
 DQ0859'WEST OF THE CENTERLINE OF NEW JERSEY STATE ROUTE 34, 3.5 FT (1.1 M)
 DQ0859'SOUTHEAST OF THE NORTHEAST CORNER OF A 4 FT (1.2 M) HIGH RECTANGULAR
 DQ0859'ELECTRICAL CABINET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5284 ***********************************************************************
 DR5284  DESIGNATION -  13 T 13
 DR5284  PID         -  DR5284
 DR5284  STATE/COUNTY-  NJ/MONMOUTH
 DR5284  COUNTRY     -  US
 DR5284  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5284
 DR5284                         *CURRENT SURVEY CONTROL
 DR5284  ______________________________________________________________________
 DR5284* NAD 83(1986) POSITION- 40 24 35.76   (N) 074 02 28.72   (W)   HD_HELD1
 DR5284* NAVD 88 ORTHO HEIGHT -     3.179 (meters)       10.43  (feet) ADJUSTED
 DR5284  ______________________________________________________________________
 DR5284  GEOID HEIGHT    -        -32.470 (meters)                     GEOID18
 DR5284  DYNAMIC HEIGHT  -          3.178 (meters)       10.43  (feet) COMP
 DR5284  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 DR5284
 DR5284  VERT ORDER      -  FIRST     CLASS II
 DR5284
 DR5284.The horizontal coordinates were determined by differentially corrected
 DR5284.hand held GPS observations or other comparable positioning techniques
 DR5284.and have an estimated accuracy of +/- 3 meters.
 DR5284
 DR5284.The orthometric height was determined by differential leveling and
 DR5284.adjusted by the NATIONAL GEODETIC SURVEY
 DR5284.in July 2020.
 DR5284
 DR5284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5284.GEOID18 height accuracy estimate available here.
 DR5284
 DR5284.Click photographs - Photos may exist for this station.
 DR5284
 DR5284.The dynamic height is computed by dividing the NAVD 88
 DR5284.geopotential number by the normal gravity value computed on the
 DR5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5284.degrees latitude (g = 980.6199 gals.).
 DR5284
 DR5284.The modeled gravity was interpolated from observed gravity values.
 DR5284
 DR5284;                    North         East    Units  Estimated Accuracy
 DR5284;SPC NJ       -   175,129.3     188,930.2     MT  (+/- 3 meters HH1 GPS) 
 DR5284
 DR5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8134273698(NAD 83)
 DR5284
 DR5284                          SUPERSEDED SURVEY CONTROL
 DR5284
 DR5284.No superseded survey control is available for this station.
 DR5284
 DR5284_MARKER: DD = SURVEY DISK
 DR5284_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5284_SP_SET: CURB
 DR5284_STAMPING: 13 T 13 2018
 DR5284_MARK LOGO: NJGS
 DR5284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5284+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 DR5284
 DR5284  HISTORY     - Date     Condition        Report By
 DR5284  HISTORY     - 20180925 MONUMENTED       NJGS
 DR5284
 DR5284                          STATION DESCRIPTION
 DR5284
 DR5284'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5284'THE STATION IS ABOUT 12.7 MI (20.4 KM) EAST-NORTHEAST OF MARLBORO, 8.5
 DR5284'MI (13.7 KM) EAST OF KEYPORT AND 7.7 MI (12.4 KM) NORTH-NORTHWEST OF
 DR5284'LONG BRANCH, IN THE BOROUGH OF ATLANTIC HIGHLANDS.
 DR5284'
 DR5284'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE ROUTE 36 BRIDGE
 DR5284'OVER SHREWSBURY RIVER, NEAR SANDY HOOK, GO 3.5 MI (5.6 KM) WEST ON
 DR5284'ROUTE 36 NORTHBOUND TO THE T-INTERSECTION OF WEST AVENUE AND ROUTE 36
 DR5284'AND THE STATION ON THE RIGHT.
 DR5284'
 DR5284'THE STATION IS SET IN A DRILL HOLE IN THE CURB AT THE NORTH NOSE OF
 DR5284'THE TRIANGLE ISLAND ON WEST AVENUE, 72.2 FT (22.0 M) WEST-NORTHWEST OF
 DR5284'A POWER LINE POLE BT302AH, 50.0 FT (15.2 M) EAST-NORTHEAST OF A
 DR5284'UTILITY POLE VZ405AH, 25.9 FT (7.9 M) SOUTHWEST OF A DRAINAGE INLET ON
 DR5284'EAST CURB OF WEST AVENUE, 20.4 FT (6.2 M) NORTH-NORTHEAST OF THE NORTH
 DR5284'CURB OF NEW JERSEY STATE ROUTE 36.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5301 ***********************************************************************
 DR5301  DESIGNATION -  13 T 14
 DR5301  PID         -  DR5301
 DR5301  STATE/COUNTY-  NJ/MONMOUTH
 DR5301  COUNTRY     -  US
 DR5301  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5301
 DR5301                         *CURRENT SURVEY CONTROL
 DR5301  ______________________________________________________________________
 DR5301* NAD 83(1986) POSITION- 40 21 16.43   (N) 074 03 56.19   (W)   HD_HELD1
 DR5301* NAVD 88 ORTHO HEIGHT -     1.854 (meters)        6.08  (feet) ADJUSTED
 DR5301  ______________________________________________________________________
 DR5301  GEOID HEIGHT    -        -32.504 (meters)                     GEOID18
 DR5301  DYNAMIC HEIGHT  -          1.853 (meters)        6.08  (feet) COMP
 DR5301  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 DR5301
 DR5301  VERT ORDER      -  FIRST     CLASS II
 DR5301
 DR5301.The horizontal coordinates were determined by differentially corrected
 DR5301.hand held GPS observations or other comparable positioning techniques
 DR5301.and have an estimated accuracy of +/- 3 meters.
 DR5301
 DR5301.The orthometric height was determined by differential leveling and
 DR5301.adjusted by the NATIONAL GEODETIC SURVEY
 DR5301.in July 2020.
 DR5301
 DR5301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5301.GEOID18 height accuracy estimate available here.
 DR5301
 DR5301.Click photographs - Photos may exist for this station.
 DR5301
 DR5301.The dynamic height is computed by dividing the NAVD 88
 DR5301.geopotential number by the normal gravity value computed on the
 DR5301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5301.degrees latitude (g = 980.6199 gals.).
 DR5301
 DR5301.The modeled gravity was interpolated from observed gravity values.
 DR5301
 DR5301;                    North         East    Units  Estimated Accuracy
 DR5301;SPC NJ       -   168,971.1     186,898.2     MT  (+/- 3 meters HH1 GPS) 
 DR5301
 DR5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7934567530(NAD 83)
 DR5301
 DR5301                          SUPERSEDED SURVEY CONTROL
 DR5301
 DR5301.No superseded survey control is available for this station.
 DR5301
 DR5301_MARKER: DV = VERTICAL CONTROL DISK
 DR5301_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5301+WITH SETTING: PAVEMENT
 DR5301_SP_SET: FLAG POLE BASE
 DR5301_STAMPING: 13 T 14 2018
 DR5301_MARK LOGO: NJGS
 DR5301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5301+STABILITY: SURFACE MOTION
 DR5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5301+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5301
 DR5301  HISTORY     - Date     Condition        Report By
 DR5301  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5301
 DR5301                          STATION DESCRIPTION
 DR5301
 DR5301'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5301'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF ASBURY
 DR5301'PARK, 8.9 MI (14.3 KM) SOUTHEAST OF KEYPORT AND 5.2 MI (8.4 KM)
 DR5301'NORTHWEST OF LONG BRANCH, IN RED BANK.
 DR5301'
 DR5301'THE STATION IS SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE 7 FT
 DR5301'(2.1 M) SQUARE CONCRETE BASE FOR A LARGE FLAGPOLE AT THE NORTH END OF
 DR5301'THE MARINE PARK.  THE STATION IS AT THE NORTHWEST CORNER OF THE
 DR5301'PARKING LOT NEAR THE BULKHEAD.
 DR5301'
 DR5301'TO REACH FROM THE INTERSECTION OF WEST FRONT STREET (COUNTY ROUTE 10)
 DR5301'AND WHARF AVENUE, GO 0.15 N ON WHARF AVENUE TO THE STATION AHEAD, 29.5
 DR5301'FT (9.0 M) SOUTHEAST OF THE EDGE OF THE BULKHEAD, 18.7 FT (5.7 M)
 DR5301'SOUTHEAST OF THE SOUTH EDGE OF THE SIDEWALK, 112.5 FT (34.3 M)
 DR5301'NORTHEAST OF THE BULKHEAD, 22 FT (6.7 M) NORTHWEST OF THE NORTHWEST
 DR5301'CURB OF THE PARKING LOT, 3 FT (0.9 M) SOUTH OF THE FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5358 ***********************************************************************
 DR5358  DESIGNATION -  13 T 15
 DR5358  PID         -  DR5358
 DR5358  STATE/COUNTY-  NJ/MONMOUTH
 DR5358  COUNTRY     -  US
 DR5358  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5358
 DR5358                         *CURRENT SURVEY CONTROL
 DR5358  ______________________________________________________________________
 DR5358* NAD 83(1986) POSITION- 40 26 02.29   (N) 074 07 04.21   (W)   HD_HELD1
 DR5358* NAVD 88 ORTHO HEIGHT -     3.063 (meters)       10.05  (feet) ADJUSTED
 DR5358  ______________________________________________________________________
 DR5358  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 DR5358  DYNAMIC HEIGHT  -          3.062 (meters)       10.05  (feet) COMP
 DR5358  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 DR5358
 DR5358  VERT ORDER      -  FIRST     CLASS II
 DR5358
 DR5358.The horizontal coordinates were determined by differentially corrected
 DR5358.hand held GPS observations or other comparable positioning techniques
 DR5358.and have an estimated accuracy of +/- 3 meters.
 DR5358
 DR5358.The orthometric height was determined by differential leveling and
 DR5358.adjusted by the NATIONAL GEODETIC SURVEY
 DR5358.in July 2020.
 DR5358
 DR5358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5358.GEOID18 height accuracy estimate available here.
 DR5358
 DR5358.Click photographs - Photos may exist for this station.
 DR5358
 DR5358.The dynamic height is computed by dividing the NAVD 88
 DR5358.geopotential number by the normal gravity value computed on the
 DR5358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5358.degrees latitude (g = 980.6199 gals.).
 DR5358
 DR5358.The modeled gravity was interpolated from observed gravity values.
 DR5358
 DR5358;                    North         East    Units  Estimated Accuracy
 DR5358;SPC NJ       -   177,767.2     182,423.7     MT  (+/- 3 meters HH1 GPS) 
 DR5358
 DR5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7482276298(NAD 83)
 DR5358
 DR5358                          SUPERSEDED SURVEY CONTROL
 DR5358
 DR5358.No superseded survey control is available for this station.
 DR5358
 DR5358_MARKER: DB = BENCH MARK DISK
 DR5358_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5358_SP_SET: ELECTRIC MANHOLE
 DR5358_STAMPING: 13 T 15 2018
 DR5358_MARK LOGO: NJGS
 DR5358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5358+STABILITY: SURFACE MOTION
 DR5358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5358+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DR5358
 DR5358  HISTORY     - Date     Condition        Report By
 DR5358  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5358
 DR5358                          STATION DESCRIPTION
 DR5358
 DR5358'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5358'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST-SOUTHEAST OF SOUTH
 DR5358'AMBOY JUNCTION, 9.3 MI (15.0 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 4.3
 DR5358'MI (6.9 KM) EAST OF KEYPORT, IN MIDDLETOWN TOWNSHIP.
 DR5358'
 DR5358'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF AN
 DR5358'ELECTRICAL MANHOLE LOCATED IN A TRIANGULAR SHAPED TRAFFIC ISLAND AT
 DR5358'THE NORTHEAST CORNER OF NEW JERSEY STATE ROUTE 36 AND EAST THOMPSON
 DR5358'AVENUE (COUNTY ROUTE 36).
 DR5358'
 DR5358'THE STATION IS 22.7 FT (6.9 M) SOUTHEAST OF THE SOUTHEAST CURB OF
 DR5358'THOMPSON AVENUE, 12.5 FT (3.8 M) NORTH-NORTHEAST OF THE NORTHEAST CURB
 DR5358'OF NEW JERSEY STATE ROUTE 36, 54 FT (16.5 M) SOUTH OF POLE NUMBER
 DR5358'JC5869MDT, 27.5 FT (8.4 M) EAST OF POLE NUMBER JC8048MDT, 62.5 FT
 DR5358'(19.1 M) SOUTHWEST OF THE SOUTHWEST CURB OF THE RAMP FROM WESTBOUND
 DR5358'LANES OF NEW JERSEY STATE ROUTE 36 ONTO THOMPSON AVENUE, 33 FT (10.1
 DR5358'M) EAST OF THE TRAFFIC SIGNAL MAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6334 ***********************************************************************
 KV6334  DESIGNATION -  13 T 2
 KV6334  PID         -  KV6334
 KV6334  STATE/COUNTY-  NJ/MONMOUTH
 KV6334  COUNTRY     -  US
 KV6334  USGS QUAD   -  ALLENTOWN (2016)
 KV6334
 KV6334                         *CURRENT SURVEY CONTROL
 KV6334  ______________________________________________________________________
 KV6334* NAD 83(1986) POSITION- 40 10 39.06   (N) 074 31 12.68   (W)   HD_HELD1
 KV6334* NAVD 88 ORTHO HEIGHT -    37.877 (meters)      124.27  (feet) ADJUSTED
 KV6334  ______________________________________________________________________
 KV6334  GEOID HEIGHT    -        -32.505 (meters)                     GEOID18
 KV6334  DYNAMIC HEIGHT  -         37.861 (meters)      124.22  (feet) COMP
 KV6334  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 KV6334
 KV6334  VERT ORDER      -  FIRST     CLASS II
 KV6334
 KV6334.The horizontal coordinates were determined by differentially corrected
 KV6334.hand held GPS observations or other comparable positioning techniques
 KV6334.and have an estimated accuracy of +/- 3 meters.
 KV6334
 KV6334.The orthometric height was determined by differential leveling and
 KV6334.adjusted by the NATIONAL GEODETIC SURVEY
 KV6334.in June 1991.
 KV6334
 KV6334.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6334.GEOID18 height accuracy estimate available here.
 KV6334
 KV6334.Click photographs - Photos may exist for this station.
 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       -   149,223.4     148,280.6     MT  (+/- 3 meters HH1 GPS) 
 KV6334
 KV6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4085047570(NAD 83)
 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
 KV6334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6334.See file dsdata.pdf to determine how the superseded data were derived.
 KV6334
 KV6334_MARKER: Z = SEE DESCRIPTION
 KV6334_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6974 ***********************************************************************
 KV6974  DESIGNATION -  13 T 3
 KV6974  PID         -  KV6974
 KV6974  STATE/COUNTY-  NJ/MONMOUTH
 KV6974  COUNTRY     -  US
 KV6974  USGS QUAD   -  FREEHOLD (2019)
 KV6974
 KV6974                         *CURRENT SURVEY CONTROL
 KV6974  ______________________________________________________________________
 KV6974* NAD 83(2011) POSITION- 40 15 33.98103(N) 074 17 28.00963(W)   ADJUSTED
 KV6974* NAD 83(2011) ELLIP HT-    13.730 (meters)        (06/27/12)   ADJUSTED
 KV6974* NAD 83(2011) EPOCH   -  2010.00
 KV6974* NAVD 88 ORTHO HEIGHT -    46.065 (meters)      151.13  (feet) ADJUSTED
 KV6974  ______________________________________________________________________
 KV6974  GEOID HEIGHT    -        -32.349 (meters)                     GEOID18
 KV6974  NAD 83(2011) X  -  1,319,675.206 (meters)                     COMP
 KV6974  NAD 83(2011) Y  - -4,692,100.467 (meters)                     COMP
 KV6974  NAD 83(2011) Z  -  4,100,020.180 (meters)                     COMP
 KV6974  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 KV6974  DYNAMIC HEIGHT  -         46.047 (meters)      151.07  (feet) COMP
 KV6974  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 KV6974
 KV6974  VERT ORDER      -  SECOND    CLASS II
 KV6974
 KV6974  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6974  Standards:
 KV6974         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6974            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6974  -------------------------------------------------------------------
 KV6974  NETWORK    0.42   0.65           0.17   0.17   0.33     -0.00105151
 KV6974  -------------------------------------------------------------------
 KV6974  Click here for local accuracies and other accuracy information.
 KV6974
 KV6974.The horizontal coordinates were established by GPS observations
 KV6974.and adjusted by the National Geodetic Survey in June 2012.
 KV6974
 KV6974.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6974.been affixed to the stable North American tectonic plate. See 
 KV6974.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6974
 KV6974.The horizontal coordinates are valid at the epoch date displayed above
 KV6974.which is a decimal equivalence of Year/Month/Day.
 KV6974
 KV6974.The orthometric height was determined by differential leveling and
 KV6974.adjusted by the NATIONAL GEODETIC SURVEY
 KV6974.in May 2011.
 KV6974
 KV6974.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6974.GEOID18 height accuracy estimate available here.
 KV6974
 KV6974.Click photographs - Photos may exist for this station.
 KV6974
 KV6974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6974
 KV6974.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6974
 KV6974.The ellipsoidal height was determined by GPS observations
 KV6974.and is referenced to NAD 83.
 KV6974
 KV6974.The dynamic height is computed by dividing the NAVD 88
 KV6974.geopotential number by the normal gravity value computed on the
 KV6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6974.degrees latitude (g = 980.6199 gals.).
 KV6974
 KV6974.The modeled gravity was interpolated from observed gravity values.
 KV6974
 KV6974. The following values were computed from the NAD 83(2011) position.
 KV6974
 KV6974;                    North         East     Units Scale Factor Converg.
 KV6974;SPC NJ       -   158,339.839   167,768.139   MT  0.99990389   +0 08 06.0
 KV6974;SPC NJ       -   519,486.62    550,419.30   sFT  0.99990389   +0 08 06.0
 KV6974;UTM  18      - 4,456,794.076   560,280.945   MT  0.99964473   +0 27 29.3
 KV6974
 KV6974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6974!SPC NJ       -   0.99999785  x   0.99990389  =   0.99990174
 KV6974!UTM  18      -   0.99999785  x   0.99964473  =   0.99964258
 KV6974
 KV6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6028056794(NAD 83)
 KV6974
 KV6974                          SUPERSEDED SURVEY CONTROL
 KV6974
 KV6974  NAD 83(2007)-  40 15 33.98147(N)    074 17 28.01012(W) AD(2002.00) 0
 KV6974  ELLIP H (02/10/07)   13.738  (m)                       GP(2002.00)    
 KV6974  ELLIP H (10/23/02)   13.748  (m)                       GP(       ) 4 1
 KV6974  NAD 83(1996)-  40 15 33.98139(N)    074 17 28.01044(W) AD(       ) 1
 KV6974  ELLIP H (05/14/99)   13.744  (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)   13.689  (m)                       GP(       ) 3 1
 KV6974  NAD 83(1986)-  40 15 33.98218(N)    074 17 28.01267(W) AD(       ) 1
 KV6974  NAVD 88 (02/25/94)   46.1    (m)  GEOID93  model used  GPS OBS        
 KV6974
 KV6974.Superseded values are not recommended for survey control.
 KV6974
 KV6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6974.See file dsdata.pdf to determine how the superseded data were derived.
 KV6974
 KV6974_MARKER: DD = SURVEY DISK
 KV6974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6974_STAMPING: 13 T 3 1991
 KV6974_MARK LOGO: NJGS
 KV6974_PROJECTION: FLUSH
 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 - December 05, 2014
 KV6974
 KV6974  HISTORY     - Date     Condition        Report By
 KV6974  HISTORY     - 1991     MONUMENTED       NJGS
 KV6974  HISTORY     - 19930806 GOOD             NJGS
 KV6974  HISTORY     - 20070708 GOOD             NJGS
 KV6974  HISTORY     - 20141205 GOOD             GEOCAC
 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.
 KV6974
 KV6974                          STATION RECOVERY (2007)
 KV6974
 KV6974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 KV6974'STATION RECOVERED IN GOOD CONDITION.  NOTE ADDED MEASUREMENTS. THE
 KV6974'STATION IS 111.5 FT (34.0 M) WEST-SOUTHWEST OF LIGHT POLE NUMBER
 KV6974'A4154, BETWEEN AND INLINE WITH LIGHT POLE NUMBER A2156 AND THE TRAFFIC
 KV6974'SIGNAL FOR THE WESTBOUND BUSINESS ROUTE 33 LANES, 11.5 M (37.7 FT)
 KV6974'SOUTHWEST OF LIGHT POLE A2156, 17.8 M (58.4 FT) NORTHEAST OF THE
 KV6974'TRAFFIC SIGNAL, 7.6 M (24.9 FT) SOUTHEAST OF THE CURB FOR THE
 KV6974'JUGHANDLE RAMP EXIT FOR THE NORTHBOUND ROUTE 9 LANES ONTO WESTBOUND
 KV6974'BUSINESS ROUTE 33, 16.5 M (54.1 FT) SOUTHEAST OF THE NOSE OF THE RAMP,
 KV6974'0.3 M (1.0 FT) EAST OF A METAL WITNESS POST.
 KV6974
 KV6974                          STATION RECOVERY (2014)
 KV6974
 KV6974'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 KV6974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6575 ***********************************************************************
 DK6575  DESIGNATION -  13 T 36
 DK6575  PID         -  DK6575
 DK6575  STATE/COUNTY-  NJ/MONMOUTH
 DK6575  COUNTRY     -  US
 DK6575  USGS QUAD   -  FREEHOLD (2019)
 DK6575
 DK6575                         *CURRENT SURVEY CONTROL
 DK6575  ______________________________________________________________________
 DK6575* NAD 83(1986) POSITION- 40 15 29.     (N) 074 18 12.     (W)   SCALED
 DK6575* NAVD 88 ORTHO HEIGHT -    42.836 (meters)      140.54  (feet) ADJUSTED
 DK6575  ______________________________________________________________________
 DK6575  GEOID HEIGHT    -        -32.351 (meters)                     GEOID18
 DK6575  DYNAMIC HEIGHT  -         42.818 (meters)      140.48  (feet) COMP
 DK6575  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 DK6575
 DK6575  VERT ORDER      -  FIRST     CLASS II
 DK6575
 DK6575.The horizontal coordinates were scaled from a map and have
 DK6575.an estimated accuracy of +/- 6 seconds.
 DK6575
 DK6575.The orthometric height was determined by differential leveling and
 DK6575.adjusted by the NATIONAL GEODETIC SURVEY
 DK6575.in May 2011.
 DK6575
 DK6575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6575.GEOID18 height accuracy estimate available here.
 DK6575
 DK6575.Click photographs - Photos may exist for this station.
 DK6575
 DK6575.The dynamic height is computed by dividing the NAVD 88
 DK6575.geopotential number by the normal gravity value computed on the
 DK6575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6575.degrees latitude (g = 980.6199 gals.).
 DK6575
 DK6575.The modeled gravity was interpolated from observed gravity values.
 DK6575
 DK6575;                    North         East    Units  Estimated Accuracy
 DK6575;SPC NJ       -   158,180.      166,730.      MT  (+/- 180 meters Scaled)
 DK6575
 DK6575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK592566(NAD 83)
 DK6575
 DK6575                          SUPERSEDED SURVEY CONTROL
 DK6575
 DK6575.No superseded survey control is available for this station.
 DK6575
 DK6575_MARKER: DD = SURVEY DISK
 DK6575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6575_SP_SET: RETAINING WALL
 DK6575_STAMPING: 13 T 36 2007
 DK6575_MARK LOGO: NJGS
 DK6575_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6575+STABILITY: SURFACE MOTION
 DK6575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6575+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2013
 DK6575
 DK6575  HISTORY     - Date     Condition        Report By
 DK6575  HISTORY     - 20070509 MONUMENTED       NJGS
 DK6575  HISTORY     - 20130507 GOOD             NJGS
 DK6575
 DK6575                          STATION DESCRIPTION
 DK6575
 DK6575'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DK6575'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, SET IN A DRILL HOLE AT
 DK6575'THE SOUTHWEST END OF A RETAINING WALL ON THE NORTHWEST SIDE OF THE
 DK6575'CONGREGATION AGUDATH ACHIM CEMETERY ON THE SOUTHEAST SIDE OF STATE
 DK6575'ROUTE 33 BUSINESS.
 DK6575'
 DK6575'THE STATION IS 128.0 FT (39.0 M) SOUTHWEST OF THE CENTERLINE OF
 DK6575'CARDIGAN BAY LANE (THE ENTRANCE ROAD TO THE FREEHOLD RACEWAY MALL),
 DK6575'32.0 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO
 DK6575'THE CONGREGATION AGUDATH ACHIM CEMETERY, 32.9 FT (10.0 M) SOUTHWEST OF
 DK6575'POLE NUMBER JC1133 FT, 116.0 FT (35.4 M) NORTHEAST OF POLE NUMBER JC
 DK6575'666 FT, 5.7 FT (1.7 M) SOUTHEAST OF THE SOUTHEAST CURBLINE OF THE EAST
 DK6575'BOUND LANES OF BUSINESS 33.  THE STATION IS ABOUT 1.2 FT (0.4 M) ABOVE
 DK6575'THE SIDEWALK.
 DK6575
 DK6575                          STATION RECOVERY (2013)
 DK6575
 DK6575'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DK6575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5242 ***********************************************************************
 AA5242  DESIGNATION -  13 T 5
 AA5242  PID         -  AA5242
 AA5242  STATE/COUNTY-  NJ/MONMOUTH
 AA5242  COUNTRY     -  US
 AA5242  USGS QUAD   -  ASBURY PARK (2019)
 AA5242
 AA5242                         *CURRENT SURVEY CONTROL
 AA5242  ______________________________________________________________________
 AA5242* NAD 83(2011) POSITION- 40 14 12.87453(N) 074 02 18.33184(W)   ADJUSTED
 AA5242* NAD 83(2011) ELLIP HT-   -17.279 (meters)        (06/27/12)   ADJUSTED
 AA5242* NAD 83(2011) EPOCH   -  2010.00
 AA5242* NAVD 88 ORTHO HEIGHT -    15.5   (meters)       51.    (feet) GPS OBS
 AA5242  ______________________________________________________________________
 AA5242  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5242  GEOID HEIGHT    -         -33.03 (meters)                     GEOID93
 AA5242  GEOID HEIGHT    -        -32.759 (meters)                     GEOID18
 AA5242  NAD 83(2011) X  -  1,340,793.576 (meters)                     COMP
 AA5242  NAD 83(2011) Y  - -4,687,766.026 (meters)                     COMP
 AA5242  NAD 83(2011) Z  -  4,098,090.737 (meters)                     COMP
 AA5242  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 AA5242
 AA5242  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5242  Standards:
 AA5242         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5242            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5242  -------------------------------------------------------------------
 AA5242  NETWORK    0.38   0.65           0.17   0.14   0.33     -0.04047443
 AA5242  -------------------------------------------------------------------
 AA5242  Click here for local accuracies and other accuracy information.
 AA5242
 AA5242.The horizontal coordinates were established by GPS observations
 AA5242.and adjusted by the National Geodetic Survey in June 2012.
 AA5242
 AA5242.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5242.been affixed to the stable North American tectonic plate. See 
 AA5242.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5242
 AA5242.The horizontal coordinates are valid at the epoch date displayed above
 AA5242.which is a decimal equivalence of Year/Month/Day.
 AA5242
 AA5242.The orthometric height was determined by GPS observations and a
 AA5242.high-resolution geoid model.
 AA5242
 AA5242.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5242.GEOID18 height accuracy estimate available here.
 AA5242
 AA5242.Click photographs - Photos may exist for this station.
 AA5242
 AA5242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5242
 AA5242.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5242
 AA5242.The ellipsoidal height was determined by GPS observations
 AA5242.and is referenced to NAD 83.
 AA5242
 AA5242. The following values were computed from the NAD 83(2011) position.
 AA5242
 AA5242;                    North         East     Units Scale Factor Converg.
 AA5242;SPC NJ       -   155,919.677   189,275.215   MT  0.99991898   +0 17 53.4
 AA5242;SPC NJ       -   511,546.47    620,980.43   sFT  0.99991898   +0 17 53.4
 AA5242;UTM  18      - 4,454,495.793   581,795.991   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8179554495(NAD 83)
 AA5242
 AA5242                          SUPERSEDED SURVEY CONTROL
 AA5242
 AA5242  NAD 83(2007)-  40 14 12.87495(N)    074 02 18.33229(W) AD(2002.00) 0
 AA5242  ELLIP H (02/10/07)  -17.270  (m)                       GP(2002.00)    
 AA5242  ELLIP H (10/23/02)  -17.253  (m)                       GP(       ) 4 1
 AA5242  NAD 83(1996)-  40 14 12.87479(N)    074 02 18.33231(W) AD(       ) 1
 AA5242  ELLIP H (05/14/99)  -17.272  (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)  -17.267  (m)                       GP(       ) 3 1
 AA5242
 AA5242.Superseded values are not recommended for survey control.
 AA5242
 AA5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5242.See file dsdata.pdf to determine how the superseded data were derived.
 AA5242
 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  HISTORY     - 20070418 MARK NOT FOUND   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.
 AA5242
 AA5242                          STATION RECOVERY (2007)
 AA5242
 AA5242'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 AA5242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7179 ***********************************************************************
 DM7179  DESIGNATION -  13 T 6
 DM7179  PID         -  DM7179
 DM7179  STATE/COUNTY-  NJ/MONMOUTH
 DM7179  COUNTRY     -  US
 DM7179  USGS QUAD   -  ASBURY PARK (2019)
 DM7179
 DM7179                         *CURRENT SURVEY CONTROL
 DM7179  ______________________________________________________________________
 DM7179* NAD 83(1986) POSITION- 40 12 38.     (N) 074 01 13.     (W)   SCALED
 DM7179* NAVD 88 ORTHO HEIGHT -     5.578 (meters)       18.30  (feet) ADJUSTED
 DM7179  ______________________________________________________________________
 DM7179  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 DM7179  DYNAMIC HEIGHT  -          5.575 (meters)       18.29  (feet) COMP
 DM7179  MODELED GRAVITY -    980,170.4   (mgal)                       NAVD 88
 DM7179
 DM7179  VERT ORDER      -  FIRST     CLASS II
 DM7179
 DM7179.The horizontal coordinates were scaled from a map and have
 DM7179.an estimated accuracy of +/- 6 seconds.
 DM7179
 DM7179.The orthometric height was determined by differential leveling and
 DM7179.adjusted by the NATIONAL GEODETIC SURVEY
 DM7179.in May 2011.
 DM7179
 DM7179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7179.GEOID18 height accuracy estimate available here.
 DM7179
 DM7179.Click photographs - Photos may exist for this station.
 DM7179
 DM7179.The dynamic height is computed by dividing the NAVD 88
 DM7179.geopotential number by the normal gravity value computed on the
 DM7179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7179.degrees latitude (g = 980.6199 gals.).
 DM7179
 DM7179.The modeled gravity was interpolated from observed gravity values.
 DM7179
 DM7179;                    North         East    Units  Estimated Accuracy
 DM7179;SPC NJ       -   153,000.      190,840.      MT  (+/- 180 meters Scaled)
 DM7179
 DM7179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK833515(NAD 83)
 DM7179
 DM7179                          SUPERSEDED SURVEY CONTROL
 DM7179
 DM7179.No superseded survey control is available for this station.
 DM7179
 DM7179_MARKER: DD = SURVEY DISK
 DM7179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7179_STAMPING: 13 T 6 2008
 DM7179_MARK LOGO: NJGS
 DM7179_PROJECTION: FLUSH
 DM7179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7179+STABILITY: SURFACE MOTION
 DM7179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7179+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2018
 DM7179
 DM7179  HISTORY     - Date     Condition        Report By
 DM7179  HISTORY     - UNK      MONUMENTED       NJDT
 DM7179  HISTORY     - 20080507 GOOD             NJGS
 DM7179  HISTORY     - 20100801 GOOD             NJGS
 DM7179  HISTORY     - 20180812 GOOD             USPSQD
 DM7179
 DM7179                          STATION DESCRIPTION
 DM7179
 DM7179'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7179'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, ON THE NORTHEAST CORNER OF
 DM7179'CORLIES AVENUE (NJ STATE ROUTE 33) AND ATKINS AVENUE (COUNTY ROAD 5)IN
 DM7179'FRONT OF THE NEW NEPTUNE HIGH SCHOOL (CURRENTLY UNDER CONSTRUCTION).
 DM7179'
 DM7179'THE STATION IS 9.6 FT (2.9 M) EAST OF THE EAST CURB OF ATKINS AVENUE,
 DM7179'12.1 FT (3.7 M) NORTH OF A TRAFFIC SIGNAL, 16.2 FT (4.9 M) SOUTHEAST
 DM7179'OF POLE NUMBER 40534NT, 27.4 FT (8.4 M) NORTHWEST OF THE NORTH CURB
 DM7179'EXTENDED OF ROUTE 33.
 DM7179
 DM7179                          STATION RECOVERY (2010)
 DM7179
 DM7179'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7179'RECOVERED AS DESCRIBED.
 DM7179
 DM7179                          STATION RECOVERY (2018)
 DM7179
 DM7179'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7179'RECOVERED AS DESCRIBED.  THE NAME OF THE SCHOOL THAT WAS UNDER
 DM7179'CONSTRUCTION DURING THE 2010 RECOVERY IS ACTUALLY THE MIDTOWN
 DM7179'COMMUNITY ELEMENTARY SCHOOL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7188 ***********************************************************************
 DM7188  DESIGNATION -  13 T 7
 DM7188  PID         -  DM7188
 DM7188  STATE/COUNTY-  NJ/MONMOUTH
 DM7188  COUNTRY     -  US
 DM7188  USGS QUAD   -  ASBURY PARK (2019)
 DM7188
 DM7188                         *CURRENT SURVEY CONTROL
 DM7188  ______________________________________________________________________
 DM7188* NAD 83(1986) POSITION- 40 12 54.10   (N) 074 02 29.39   (W)   HD_HELD1
 DM7188* NAVD 88 ORTHO HEIGHT -    17.324 (meters)       56.84  (feet) ADJUSTED
 DM7188  ______________________________________________________________________
 DM7188  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 DM7188  DYNAMIC HEIGHT  -         17.316 (meters)       56.81  (feet) COMP
 DM7188  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 DM7188
 DM7188  VERT ORDER      -  FIRST     CLASS II
 DM7188
 DM7188.The horizontal coordinates were determined by differentially corrected
 DM7188.hand held GPS observations or other comparable positioning techniques
 DM7188.and have an estimated accuracy of +/- 3 meters.
 DM7188
 DM7188.The orthometric height was determined by differential leveling and
 DM7188.adjusted by the NATIONAL GEODETIC SURVEY
 DM7188.in May 2011.
 DM7188
 DM7188.No vertical observational check was made to the station.
 DM7188
 DM7188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7188.GEOID18 height accuracy estimate available here.
 DM7188
 DM7188.Click photographs - Photos may exist for this station.
 DM7188
 DM7188.The dynamic height is computed by dividing the NAVD 88
 DM7188.geopotential number by the normal gravity value computed on the
 DM7188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7188.degrees latitude (g = 980.6199 gals.).
 DM7188
 DM7188.The modeled gravity was interpolated from observed gravity values.
 DM7188
 DM7188;                    North         East    Units  Estimated Accuracy
 DM7188;SPC NJ       -   153,488.8     189,026.4     MT  (+/- 3 meters HH1 GPS) 
 DM7188
 DM7188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8156052064(NAD 83)
 DM7188
 DM7188                          SUPERSEDED SURVEY CONTROL
 DM7188
 DM7188.No superseded survey control is available for this station.
 DM7188
 DM7188_MARKER: DD = SURVEY DISK
 DM7188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7188_STAMPING: 13 T 7 2008
 DM7188_MARK LOGO: NJGS
 DM7188_PROJECTION: FLUSH
 DM7188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7188+STABILITY: SURFACE MOTION
 DM7188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7188+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2018
 DM7188
 DM7188  HISTORY     - Date     Condition        Report By
 DM7188  HISTORY     - 20080720 MONUMENTED       NJGS
 DM7188  HISTORY     - 20141104 GOOD             BOSWEL
 DM7188  HISTORY     - 20180601 GOOD             NJGS
 DM7188
 DM7188                          STATION DESCRIPTION
 DM7188
 DM7188'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7188'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, IN A MUNICIPAL PARK ON THE
 DM7188'NORTHEAST CORNER OF THE JUNCTION OF DOREMUS WAY AND HECK AVENUE.  THE
 DM7188'STATION IS NEAR THE ENTRANCE TO THE MOUNT PROSPECT CEMETERY, ACROSS
 DM7188'HECK AVENUE FROM THE BASEBALL FIELD BACKSTOP IN THE REAR OF THE
 DM7188'NEPTUNE MIDDLE SCHOOL.
 DM7188'
 DM7188'TO REACH THE STATION FROM THE JUNCTION OF CORLIES AVENUE (NJ STATE 33)
 DM7188'AND AND NEPTUNE BOULEVARD, GO 0.35 MI (0.6 KM) NORTH-NORTHEAST ON
 DM7188'NEPTUNE BOULEVARD TO THE JUNCTION WITH HECK AVENUE.  TURN LEFT AND GO
 DM7188'0.35 MI (0.6 KM) WEST-NORTHWEST ON HECK AVENUE TO THE STATION ON THE
 DM7188'RIGHT.
 DM7188'
 DM7188'THE STATION IS 11.0 FT (3.4 M) EAST-SOUTHEAST OF THE CURBLINE INLET ON
 DM7188'DOREMUS WAY, 65.7 FT (20.0 M) NORTH OF THE CENTERLINE OF HECK AVENUE,
 DM7188'2.5 FT (0.8 M) NORTH OF A WITNESS SIGN, 62.0 FT (18.9 M) WEST OF A
 DM7188'TREE IN THE CENTER OF FOUR PATHS IN THE PARK, 9.0 FT (2.7 M) WEST OF A
 DM7188'SIGN (NO PARKING).
 DM7188
 DM7188                          STATION RECOVERY (2014)
 DM7188
 DM7188'RECOVERY NOTE BY BOSWELL ENGINEERING 2014 (AB)
 DM7188'RECOVERED IN GOOD CONDITION.
 DM7188
 DM7188                          STATION RECOVERY (2018)
 DM7188
 DM7188'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM7188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8262 ***********************************************************************
 DN8262  DESIGNATION -  13 T 8
 DN8262  PID         -  DN8262
 DN8262  STATE/COUNTY-  NJ/MONMOUTH
 DN8262  COUNTRY     -  US
 DN8262  USGS QUAD   -  ASBURY PARK (2019)
 DN8262
 DN8262                         *CURRENT SURVEY CONTROL
 DN8262  ______________________________________________________________________
 DN8262* NAD 83(1986) POSITION- 40 10 12.85   (N) 074 06 24.23   (W)   HD_HELD1
 DN8262* NAVD 88 ORTHO HEIGHT -    43.214 (meters)      141.78  (feet) ADJUSTED
 DN8262  ______________________________________________________________________
 DN8262  GEOID HEIGHT    -        -32.793 (meters)                     GEOID18
 DN8262  DYNAMIC HEIGHT  -         43.195 (meters)      141.72  (feet) COMP
 DN8262  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 DN8262
 DN8262  VERT ORDER      -  FIRST     CLASS II
 DN8262
 DN8262.The horizontal coordinates were determined by differentially corrected
 DN8262.hand held GPS observations or other comparable positioning techniques
 DN8262.and have an estimated accuracy of +/- 3 meters.
 DN8262
 DN8262.The orthometric height was determined by differential leveling and
 DN8262.adjusted by the NATIONAL GEODETIC SURVEY
 DN8262.in April 2013.
 DN8262
 DN8262.No vertical observational check was made to the station.
 DN8262
 DN8262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8262.GEOID18 height accuracy estimate available here.
 DN8262
 DN8262.Click photographs - Photos may exist for this station.
 DN8262
 DN8262.The dynamic height is computed by dividing the NAVD 88
 DN8262.geopotential number by the normal gravity value computed on the
 DN8262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8262.degrees latitude (g = 980.6199 gals.).
 DN8262
 DN8262.The modeled gravity was interpolated from observed gravity values.
 DN8262
 DN8262;                    North         East    Units  Estimated Accuracy
 DN8262;SPC NJ       -   148,489.1     183,495.9     MT  (+/- 3 meters HH1 GPS) 
 DN8262
 DN8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7606047034(NAD 83)
 DN8262
 DN8262                          SUPERSEDED SURVEY CONTROL
 DN8262
 DN8262.No superseded survey control is available for this station.
 DN8262
 DN8262_MARKER: DD = SURVEY DISK
 DN8262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN8262_SP_SET: BRIDGE ABUTMENT
 DN8262_STAMPING: 13 T 8 2011
 DN8262_MARK LOGO: NJGS
 DN8262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8262+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2022
 DN8262
 DN8262  HISTORY     - Date     Condition        Report By
 DN8262  HISTORY     - 20111101 MONUMENTED       NJGS
 DN8262  HISTORY     - 20130703 GOOD             NJGS
 DN8262  HISTORY     - 20180625 GOOD             NJGS
 DN8262  HISTORY     - 20220412 GOOD             AAAS
 DN8262
 DN8262                          STATION DESCRIPTION
 DN8262
 DN8262'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8262'THE STATION IS LOCATED IN WALL TOWNSHIP, SET IN A DRILL HOLE IN THE
 DN8262'WEST CORNER, IN THE SIDEWALK AREA, OF THE NORTHERLY BRIDGE ABUTMENT OF
 DN8262'THE NEW JERSEY ROUTE 34 BRIDGE SPANNING US INTERSTATE 195.
 DN8262'
 DN8262'THE STATION IS 3.3 FT (1.0 M) WEST-SOUTHWEST OF THE WEST CURB OF ROUTE
 DN8262'34 SOUTH BOUND LANES, 89.2 FT (27.2 M) NORTH-NORTHWEST OF THE CENTER
 DN8262'OF THE BRIDGE, 27.3 FT (8.3 M) SOUTH-SOUTHEAST OF THE NORTHWEST END OF
 DN8262'THE CONCRETE BALUSTRADE FOR THE SOUTH BOUND LANES, 3 FT (0.9 M)
 DN8262'EAST-NORTHEAST OF THE EAST FACE OF THE BALUSTRADE.
 DN8262
 DN8262                          STATION RECOVERY (2013)
 DN8262
 DN8262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DN8262'RECOVERED IN GOOD CONDITION.
 DN8262'
 DN8262'NOTE-ADD--THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM)
 DN8262'NORTH-NORTHWEST OF POINT PLEASANT BEACH, 6.1 MI (9.8 KM) SOUTHWEST OF
 DN8262'ASBURY PARK AND 3.8 MI (6.1 KM) EAST-SOUTHEAST OF FARMINGDALE.
 DN8262
 DN8262                          STATION RECOVERY (2018)
 DN8262
 DN8262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DN8262'RECOVERED IN GOOD CONDITION.
 DN8262
 DN8262                          STATION RECOVERY (2022)
 DN8262
 DN8262'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DN8262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7892 ***********************************************************************
 DP7892  DESIGNATION -  13 T 9
 DP7892  PID         -  DP7892
 DP7892  STATE/COUNTY-  NJ/MONMOUTH
 DP7892  COUNTRY     -  US
 DP7892  USGS QUAD   -  POINT PLEASANT (2019)
 DP7892
 DP7892                         *CURRENT SURVEY CONTROL
 DP7892  ______________________________________________________________________
 DP7892* NAD 83(1986) POSITION- 40 06 58.09   (N) 074 04 23.58   (W)   HD_HELD1
 DP7892* NAVD 88 ORTHO HEIGHT -    29.463 (meters)       96.66  (feet) ADJUSTED
 DP7892  ______________________________________________________________________
 DP7892  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 DP7892  DYNAMIC HEIGHT  -         29.449 (meters)       96.62  (feet) COMP
 DP7892  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 DP7892
 DP7892  VERT ORDER      -  FIRST     CLASS II
 DP7892
 DP7892.The horizontal coordinates were determined by differentially corrected
 DP7892.hand held GPS observations or other comparable positioning techniques
 DP7892.and have an estimated accuracy of +/- 3 meters.
 DP7892
 DP7892.The orthometric height was determined by differential leveling and
 DP7892.adjusted by the NATIONAL GEODETIC SURVEY
 DP7892.in September 2015.
 DP7892
 DP7892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7892.GEOID18 height accuracy estimate available here.
 DP7892
 DP7892.Click photographs - Photos may exist for this station.
 DP7892
 DP7892.The dynamic height is computed by dividing the NAVD 88
 DP7892.geopotential number by the normal gravity value computed on the
 DP7892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7892.degrees latitude (g = 980.6199 gals.).
 DP7892
 DP7892.The modeled gravity was interpolated from observed gravity values.
 DP7892
 DP7892;                    North         East    Units  Estimated Accuracy
 DP7892;SPC NJ       -   142,495.7     186,379.3     MT  (+/- 3 meters HH1 GPS) 
 DP7892
 DP7892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7897641058(NAD 83)
 DP7892
 DP7892                          SUPERSEDED SURVEY CONTROL
 DP7892
 DP7892.No superseded survey control is available for this station.
 DP7892
 DP7892_MARKER: DD = SURVEY DISK
 DP7892_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7892+WITH SETTING: PAVEMENT
 DP7892_SP_SET: TRAFFIC SIGNAL BASE
 DP7892_STAMPING: 13 T 9 2013
 DP7892_MARK LOGO: NJGS
 DP7892_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7892+STABILITY: SURFACE MOTION
 DP7892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7892+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 DP7892
 DP7892  HISTORY     - Date     Condition        Report By
 DP7892  HISTORY     - 20130519 MONUMENTED       NJGS
 DP7892  HISTORY     - 20201102 GOOD             NJGS
 DP7892
 DP7892                          STATION DESCRIPTION
 DP7892
 DP7892'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7892'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF
 DP7892'FARMINGDALE, 2.3 MI (3.7 KM) NORTH OF POINT PLEASANT AND 2.2 MI (3.5
 DP7892'KM) NORTHWEST OF POINT PLEASANT BEACH, IN WALL TOWNSHIP.
 DP7892'
 DP7892'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE BASE
 DP7892'OF A TRAFFIC SIGNAL MAST ON THE SOUTHWEST CORNER OF THE JUNCTION OF
 DP7892'STATE HIGHWAY 34 AND STATE HIGHWAY 70.
 DP7892'
 DP7892'IT IS 115.0 FT (35.1 M) NORTH OF A SIGN FOR THE RAMP OFF THE
 DP7892'SOUTHBOUND LANES OF HIGHWAY 70, 35.0 FT (10.7 M) SOUTHEAST OF A SIGN
 DP7892'(LEFT LANE MUST TURN LEFT), 18.8 FT (5.7 M) SOUTH OF THE SOUTH CURB OF
 DP7892'HIGHWAY 34, 10.8 FT (3.3 M) WEST OF THE WEST CURB OF HIGHWAY 70 AND
 DP7892'1.5 FT (0.5 M) SOUTHWEST OF THE TRAFFIC SIGNAL MAST.
 DP7892
 DP7892                          STATION RECOVERY (2020)
 DP7892
 DP7892'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DP7892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6277 ***********************************************************************
 KV6277  DESIGNATION -  13 U 1
 KV6277  PID         -  KV6277
 KV6277  STATE/COUNTY-  NJ/MONMOUTH
 KV6277  COUNTRY     -  US
 KV6277  USGS QUAD   -  FARMINGDALE (2016)
 KV6277
 KV6277                         *CURRENT SURVEY CONTROL
 KV6277  ______________________________________________________________________
 KV6277* NAD 83(2011) POSITION- 40 10 04.78116(N) 074 08 02.55748(W)   ADJUSTED
 KV6277* NAD 83(2011) ELLIP HT-    -7.248 (meters)        (06/27/12)   ADJUSTED
 KV6277* NAD 83(2011) EPOCH   -  2010.00
 KV6277* NAVD 88 ORTHO HEIGHT -    25.505 (meters)       83.68  (feet) ADJUSTED
 KV6277  ______________________________________________________________________
 KV6277  GEOID HEIGHT    -        -32.745 (meters)                     GEOID18
 KV6277  NAD 83(2011) X  -  1,334,320.989 (meters)                     COMP
 KV6277  NAD 83(2011) Y  - -4,694,755.693 (meters)                     COMP
 KV6277  NAD 83(2011) Z  -  4,092,252.715 (meters)                     COMP
 KV6277  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 KV6277  DYNAMIC HEIGHT  -         25.493 (meters)       83.64  (feet) COMP
 KV6277  MODELED GRAVITY -    980,179.5   (mgal)                       NAVD 88
 KV6277
 KV6277  VERT ORDER      -  FIRST     CLASS II
 KV6277
 KV6277  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6277  Standards:
 KV6277         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6277            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6277  -------------------------------------------------------------------
 KV6277  NETWORK    0.70   1.20           0.32   0.24   0.61      0.06723204
 KV6277  -------------------------------------------------------------------
 KV6277  Click here for local accuracies and other accuracy information.
 KV6277
 KV6277.The horizontal coordinates were established by GPS observations
 KV6277.and adjusted by the National Geodetic Survey in June 2012.
 KV6277
 KV6277.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6277.been affixed to the stable North American tectonic plate. See 
 KV6277.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6277
 KV6277.The horizontal coordinates are valid at the epoch date displayed above
 KV6277.which is a decimal equivalence of Year/Month/Day.
 KV6277
 KV6277.The orthometric height was determined by differential leveling and
 KV6277.adjusted by the NATIONAL GEODETIC SURVEY
 KV6277.in April 2013.
 KV6277
 KV6277.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6277.GEOID18 height accuracy estimate available here.
 KV6277
 KV6277.Click photographs - Photos may exist for this station.
 KV6277
 KV6277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6277
 KV6277.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6277
 KV6277.The ellipsoidal height was determined by GPS observations
 KV6277.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6277
 KV6277;                    North         East     Units Scale Factor Converg.
 KV6277;SPC NJ       -   148,230.262   181,170.618   MT  0.99991196   +0 14 09.8
 KV6277;SPC NJ       -   486,318.78    594,390.60   sFT  0.99991196   +0 14 09.8
 KV6277;UTM  18      - 4,446,762.705   573,736.782   MT  0.99966693   +0 33 30.9
 KV6277
 KV6277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6277!SPC NJ       -   1.00000114  x   0.99991196  =   0.99991310
 KV6277!UTM  18      -   1.00000114  x   0.99966693  =   0.99966807
 KV6277
 KV6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7373646762(NAD 83)
 KV6277
 KV6277                          SUPERSEDED SURVEY CONTROL
 KV6277
 KV6277  NAD 83(2007)-  40 10 04.78159(N)    074 08 02.55768(W) AD(2002.00) 0
 KV6277  ELLIP H (02/10/07)   -7.245  (m)                       GP(2002.00)    
 KV6277  ELLIP H (10/23/02)   -7.228  (m)                       GP(       ) 4 1
 KV6277  NAD 83(1996)-  40 10 04.78140(N)    074 08 02.55762(W) AD(       ) 1
 KV6277  ELLIP H (05/14/99)   -7.245  (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)   -7.169  (m)                       GP(       ) 3 1
 KV6277  NAD 83(1986)-  40 10 04.78256(N)    074 08 02.56043(W) AD(       ) 1
 KV6277  NAVD 88              25.51   (m)           83.7    (f) LEVELING    3  
 KV6277  NAVD 88              25.51   (m)           83.7    (f) LEVELING    3  
 KV6277  NAVD 88 (06/15/91)   25.514  (m)           83.71   (f) SUPERSEDED  1 2
 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
 KV6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6277.See file dsdata.pdf to determine how the superseded data were derived.
 KV6277
 KV6277_MARKER: DD = SURVEY DISK
 KV6277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - October 12, 2011
 KV6277
 KV6277  HISTORY     - Date     Condition        Report By
 KV6277  HISTORY     - 1989     MONUMENTED       NJGS
 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  HISTORY     - 20111012 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                          STATION RECOVERY (2011)
 KV6277
 KV6277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV6277'RECOVERED AS DESCRIBED.  THE STATION IS 0.4 M (1.3 FT) NORTHWEST A
 KV6277'WITNESS POST AND SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5812 ***********************************************************************
 DP5812  DESIGNATION -  13 U 10
 DP5812  PID         -  DP5812
 DP5812  STATE/COUNTY-  NJ/MONMOUTH
 DP5812  COUNTRY     -  US
 DP5812  USGS QUAD   -  FREEHOLD (2019)
 DP5812
 DP5812                         *CURRENT SURVEY CONTROL
 DP5812  ______________________________________________________________________
 DP5812* NAD 83(1986) POSITION- 40 15 11.66   (N) 074 21 23.39   (W)   HD_HELD1
 DP5812* NAVD 88 ORTHO HEIGHT -    35.163 (meters)      115.36  (feet) ADJUSTED
 DP5812  ______________________________________________________________________
 DP5812  GEOID HEIGHT    -        -32.377 (meters)                     GEOID18
 DP5812  DYNAMIC HEIGHT  -         35.149 (meters)      115.32  (feet) COMP
 DP5812  MODELED GRAVITY -    980,214.7   (mgal)                       NAVD 88
 DP5812
 DP5812  VERT ORDER      -  FIRST     CLASS II
 DP5812
 DP5812.The horizontal coordinates were determined by differentially corrected
 DP5812.hand held GPS observations or other comparable positioning techniques
 DP5812.and have an estimated accuracy of +/- 3 meters.
 DP5812
 DP5812.The orthometric height was determined by differential leveling and
 DP5812.adjusted by the NATIONAL GEODETIC SURVEY
 DP5812.in April 2015.
 DP5812
 DP5812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5812.GEOID18 height accuracy estimate available here.
 DP5812
 DP5812.Click photographs - Photos may exist for this station.
 DP5812
 DP5812.The dynamic height is computed by dividing the NAVD 88
 DP5812.geopotential number by the normal gravity value computed on the
 DP5812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5812.degrees latitude (g = 980.6199 gals.).
 DP5812
 DP5812.The modeled gravity was interpolated from observed gravity values.
 DP5812
 DP5812;                    North         East    Units  Estimated Accuracy
 DP5812;SPC NJ       -   157,640.4     162,207.6     MT  (+/- 3 meters HH1 GPS) 
 DP5812
 DP5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5472556063(NAD 83)
 DP5812
 DP5812                          SUPERSEDED SURVEY CONTROL
 DP5812
 DP5812.No superseded survey control is available for this station.
 DP5812
 DP5812_MARKER: DD = SURVEY DISK
 DP5812_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP5812+WITH SETTING: PAVEMENT
 DP5812_SP_SET: TRAFFIC SIGNAL BASE
 DP5812_STAMPING: 13 U 10 2013
 DP5812_MARK LOGO: NJGS
 DP5812_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5812+STABILITY: SURFACE MOTION
 DP5812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5812+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2023
 DP5812
 DP5812  HISTORY     - Date     Condition        Report By
 DP5812  HISTORY     - 20131023 MONUMENTED       NJGS
 DP5812  HISTORY     - 20230906 GOOD             NJGS
 DP5812
 DP5812                          STATION DESCRIPTION
 DP5812
 DP5812'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5812'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF
 DP5812'ROOSEVELT, 5.8 MI (9.3 KM) WEST-NORTHWEST OF ADELPHIA AND 4.4 MI (7.1
 DP5812'KM) WEST OF FREEHOLD, IN MANALAPAN TOWNSHIP.
 DP5812'
 DP5812'THE STATION IS SET IN A DRILL HOLE IN THE BASE OF THE TRAFFIC SIGN ON
 DP5812'THE NORTHWEST CORNER OF THE JUNCTION OF PEGASUS BOULEVARD AND WEST
 DP5812'BOUND LANES OF NJ ROUTE 33.
 DP5812'
 DP5812'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 33 AND MILLHURST
 DP5812'ROAD/SWEETMANS LANE (COUNTY ROUTE 527), GO 0.8 MI (1.3 KM) WEST TO THE
 DP5812'STATION ON THE RIGHT.
 DP5812'
 DP5812'THE STATION IS 12.7 FT (3.9 M) SOUTHWEST OF THE CENTER OF THE
 DP5812'ELECTRICAL BOX, 63.7 FT (19.4 M) WEST OF THE CENTERLINE OF PEGASUS
 DP5812'BOULEVARD, 25.7 FT (7.8 M) SOUTHEAST OF THE CENTER OF AN INLET, 38.5
 DP5812'FT (11.7 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF NJ
 DP5812'ROUTE 33.
 DP5812
 DP5812                          STATION RECOVERY (2023)
 DP5812
 DP5812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DP5812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9966 ***********************************************************************
 DP9966  DESIGNATION -  13 U 11
 DP9966  PID         -  DP9966
 DP9966  STATE/COUNTY-  NJ/MONMOUTH
 DP9966  COUNTRY     -  US
 DP9966  USGS QUAD   -  KEYPORT (2016)
 DP9966
 DP9966                         *CURRENT SURVEY CONTROL
 DP9966  ______________________________________________________________________
 DP9966* NAD 83(1986) POSITION- 40 22 32.57   (N) 074 12 19.97   (W)   HD_HELD1
 DP9966* NAVD 88 ORTHO HEIGHT -    65.478 (meters)      214.82  (feet) ADJUSTED
 DP9966  ______________________________________________________________________
 DP9966  GEOID HEIGHT    -        -32.335 (meters)                     GEOID18
 DP9966  DYNAMIC HEIGHT  -         65.452 (meters)      214.74  (feet) COMP
 DP9966  MODELED GRAVITY -    980,220.4   (mgal)                       NAVD 88
 DP9966
 DP9966  VERT ORDER      -  FIRST     CLASS II
 DP9966
 DP9966.The horizontal coordinates were determined by differentially corrected
 DP9966.hand held GPS observations or other comparable positioning techniques
 DP9966.and have an estimated accuracy of +/- 3 meters.
 DP9966
 DP9966.The orthometric height was determined by differential leveling and
 DP9966.adjusted by the NATIONAL GEODETIC SURVEY
 DP9966.in February 2016.
 DP9966
 DP9966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9966.GEOID18 height accuracy estimate available here.
 DP9966
 DP9966.Click photographs - Photos may exist for this station.
 DP9966
 DP9966.The dynamic height is computed by dividing the NAVD 88
 DP9966.geopotential number by the normal gravity value computed on the
 DP9966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9966.degrees latitude (g = 980.6199 gals.).
 DP9966
 DP9966.The modeled gravity was interpolated from observed gravity values.
 DP9966
 DP9966;                    North         East    Units  Estimated Accuracy
 DP9966;SPC NJ       -   171,270.5     175,003.6     MT  (+/- 3 meters HH1 GPS) 
 DP9966
 DP9966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6744169762(NAD 83)
 DP9966
 DP9966                          SUPERSEDED SURVEY CONTROL
 DP9966
 DP9966.No superseded survey control is available for this station.
 DP9966
 DP9966_MARKER: DD = SURVEY DISK
 DP9966_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP9966_SP_SET: CURB
 DP9966_STAMPING: 13 U 11 2015
 DP9966_MARK LOGO: NJGS
 DP9966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9966+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9966
 DP9966  HISTORY     - Date     Condition        Report By
 DP9966  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9966
 DP9966                          STATION DESCRIPTION
 DP9966
 DP9966'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9966'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF SOUTH
 DP9966'AMBOY, 4.7 MI (7.6 KM) NORTH-NORTHEAST OF MARLBORO AND 4.0 MI (6.4 KM)
 DP9966'SOUTH OF KEYPORT, IN HOLMDEL TOWNSHIP.
 DP9966'
 DP9966'TO REACH FROM THE INTERSECTION OF STATE ROUTE 34 AND MAIN STREET (NEW
 DP9966'JERSEY ROUTE 34) IN MATAWAN, GO ABOUT 2.8 MI (4.5 KM) SOUTH ON ROUTE
 DP9966'34 TO THE STATION ON THE LEFT, STATIKON IS SET IN A DRILL HOLE IN THE
 DP9966'NORTHEAST CURB OF ROUTE 34 AT THE NORTHEAST CORNER OF THE T-JUNCTION
 DP9966'WITH DEER PATH.
 DP9966'
 DP9966'IT IS 25.6 FT (7.8 M) NORTHEAST OF THE CENTERLINE OF ROUTE 34, 63.1
 DP9966'NORTHWEST OF THE CENTERLINE OF DEER PATH, 42.9 FT (13.1 M) SOUTHEAST
 DP9966'OF POLE NUMBER JC187HML, 121.8 FT (37.1 M) NORTHWEST OF POLE NUMBER
 DP9966'JC188HML.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0861 ***********************************************************************
 DQ0861  DESIGNATION -  13 U 12
 DQ0861  PID         -  DQ0861
 DQ0861  STATE/COUNTY-  NJ/MONMOUTH
 DQ0861  COUNTRY     -  US
 DQ0861  USGS QUAD   -  MARLBORO (2016)
 DQ0861
 DQ0861                         *CURRENT SURVEY CONTROL
 DQ0861  ______________________________________________________________________
 DQ0861* NAD 83(1986) POSITION- 40 17 33.50   (N) 074 09 32.73   (W)   HD_HELD1
 DQ0861* NAVD 88 ORTHO HEIGHT -    21.667 (meters)       71.09  (feet) ADJUSTED
 DQ0861  ______________________________________________________________________
 DQ0861  GEOID HEIGHT    -        -32.417 (meters)                     GEOID18
 DQ0861  DYNAMIC HEIGHT  -         21.658 (meters)       71.06  (feet) COMP
 DQ0861  MODELED GRAVITY -    980,211.6   (mgal)                       NAVD 88
 DQ0861
 DQ0861  VERT ORDER      -  FIRST     CLASS II
 DQ0861
 DQ0861.The horizontal coordinates were determined by differentially corrected
 DQ0861.hand held GPS observations or other comparable positioning techniques
 DQ0861.and have an estimated accuracy of +/- 3 meters.
 DQ0861
 DQ0861.The orthometric height was determined by differential leveling and
 DQ0861.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0861.in February 2016.
 DQ0861
 DQ0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0861.GEOID18 height accuracy estimate available here.
 DQ0861
 DQ0861.Click photographs - Photos may exist for this station.
 DQ0861
 DQ0861.The dynamic height is computed by dividing the NAVD 88
 DQ0861.geopotential number by the normal gravity value computed on the
 DQ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0861.degrees latitude (g = 980.6199 gals.).
 DQ0861
 DQ0861.The modeled gravity was interpolated from observed gravity values.
 DQ0861
 DQ0861;                    North         East    Units  Estimated Accuracy
 DQ0861;SPC NJ       -   162,060.8     178,984.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0861
 DQ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7147260577(NAD 83)
 DQ0861
 DQ0861                          SUPERSEDED SURVEY CONTROL
 DQ0861
 DQ0861.No superseded survey control is available for this station.
 DQ0861
 DQ0861_MARKER: DD = SURVEY DISK
 DQ0861_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ0861_SP_SET: CURB
 DQ0861_STAMPING: 13 U 12 2015
 DQ0861_MARK LOGO: NJGS
 DQ0861_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0861+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2015
 DQ0861
 DQ0861  HISTORY     - Date     Condition        Report By
 DQ0861  HISTORY     - 20150727 MONUMENTED       NJGS
 DQ0861
 DQ0861                          STATION DESCRIPTION
 DQ0861
 DQ0861'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0861'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF FARMINGDALE,
 DQ0861'6.5 MI (10.5 KM) EAST-NORTHEAST OF FREEHOLD AND 4.9 MI (7.9 KM)
 DQ0861'EAST-SOUTHEAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DQ0861'
 DQ0861'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 34 AND COUNTY
 DQ0861'ROAD 537, IN COLS NECK, GO 0.85 MI (1.4 KM) EAST-NORTHEAST ON COUNTY
 DQ0861'ROAD 537 TO THE STATION ON THE RIGHT, STATION IS SET IN A DRILL HOLE
 DQ0861'IN THE MIDDLE OF THE NORTHEAST CURB FOR AN INLET ON THE SOUTH SIDE OF
 DQ0861'COUNTY ROAD 537.
 DQ0861'
 DQ0861'IT IS ABOUT 450 FT (137.2 M) WEST-SOUTHWEST OF THE EXTENDED CENTERLINE
 DQ0861'OF MUHLENBRINCK ROAD, 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF ROUTE
 DQ0861'537, 116 FT (35.4 M) SOUTHWEST OF THE EXTENDED DRIVEWAY TO HOUSE
 DQ0861'NUMBER 109, 119 FT (36.3 M) NORTHEAST OF THE EXTENDED CENTERLINE TO
 DQ0861'HOUSE NUMBER 105, 69 FT (21.0 M) SOUTH-SOUTHWEST OF POLE NUMBER
 DQ0861'JC419CN, 7.5 FT (2.3 M) NORTHEAST OF THE CENTER OF THE INLET, 183 FT
 DQ0861'(55.8 M) NORTHEAST OF A WARNING POST FOR NATURAL GAS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5285 ***********************************************************************
 DR5285  DESIGNATION -  13 U 13
 DR5285  PID         -  DR5285
 DR5285  STATE/COUNTY-  NJ/MONMOUTH
 DR5285  COUNTRY     -  US
 DR5285  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5285
 DR5285                         *CURRENT SURVEY CONTROL
 DR5285  ______________________________________________________________________
 DR5285* NAD 83(1986) POSITION- 40 24 20.66   (N) 074 02 00.82   (W)   HD_HELD1
 DR5285* NAVD 88 ORTHO HEIGHT -     8.112 (meters)       26.61  (feet) ADJUSTED
 DR5285  ______________________________________________________________________
 DR5285  GEOID HEIGHT    -        -32.489 (meters)                     GEOID18
 DR5285  DYNAMIC HEIGHT  -          8.108 (meters)       26.60  (feet) COMP
 DR5285  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 DR5285
 DR5285  VERT ORDER      -  FIRST     CLASS II
 DR5285
 DR5285.The horizontal coordinates were determined by differentially corrected
 DR5285.hand held GPS observations or other comparable positioning techniques
 DR5285.and have an estimated accuracy of +/- 3 meters.
 DR5285
 DR5285.The orthometric height was determined by differential leveling and
 DR5285.adjusted by the NATIONAL GEODETIC SURVEY
 DR5285.in July 2020.
 DR5285
 DR5285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5285.GEOID18 height accuracy estimate available here.
 DR5285
 DR5285.Click photographs - Photos may exist for this station.
 DR5285
 DR5285.The dynamic height is computed by dividing the NAVD 88
 DR5285.geopotential number by the normal gravity value computed on the
 DR5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5285.degrees latitude (g = 980.6199 gals.).
 DR5285
 DR5285.The modeled gravity was interpolated from observed gravity values.
 DR5285
 DR5285;                    North         East    Units  Estimated Accuracy
 DR5285;SPC NJ       -   174,667.0     189,590.4     MT  (+/- 3 meters HH1 GPS) 
 DR5285
 DR5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8200573240(NAD 83)
 DR5285
 DR5285                          SUPERSEDED SURVEY CONTROL
 DR5285
 DR5285.No superseded survey control is available for this station.
 DR5285
 DR5285_MARKER: DD = SURVEY DISK
 DR5285_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5285_SP_SET: JUNCTION BOX RIM
 DR5285_STAMPING: 13 U 13 2018
 DR5285_MARK LOGO: NJGS
 DR5285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5285+STABILITY: SURFACE MOTION
 DR5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5285+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 DR5285
 DR5285  HISTORY     - Date     Condition        Report By
 DR5285  HISTORY     - 20180925 MONUMENTED       NJGS
 DR5285
 DR5285                          STATION DESCRIPTION
 DR5285
 DR5285'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5285'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH OF ASBURY PARK, 9.0
 DR5285'MI (14.5 KM) EAST-SOUTHEAST OF KEYPORT AND 7.3 MI (11.7 KM)
 DR5285'NORTH-NORTHWEST OF LONG BRANCH, IN THE BOROUGH OF ATLANTIC HIGHLANDS.
 DR5285'
 DR5285'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE ROUTE 36 BRIDGE
 DR5285'OVER SHREWSBURY RIVER, NEAR SANDY HOOK, GO 3.0 MI (4.8 KM) WEST ON
 DR5285'ROUTE 36 NORTHBOUND TO THE INTERSECTION OF GRAND AVENUE AND NEW JERSEY
 DR5285'STATE ROUTE 36 TO THE STATION ON THE RIGHT.
 DR5285'
 DR5285'THE STATION IS 12 FT (3.7 M) NORTHEAST OF THE NORTH CURB OF NEW JERSEY
 DR5285'STATE ROUTE 36, 7 FT (2.1 M) SOUTHEAST OF A FIRE HYDRANT, 7 FT (2.1 M)
 DR5285'SOUTHEAST OF A POLE, 3 FT (0.9 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DR5285'AN ALUMINUM ELECTRICAL CABINET NUMBER 1313126, 28 FT (8.5 M) NORTHWEST
 DR5285'OF THE CENTERLINE OF GRAND AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5300 ***********************************************************************
 DR5300  DESIGNATION -  13 U 14
 DR5300  PID         -  DR5300
 DR5300  STATE/COUNTY-  NJ/MONMOUTH
 DR5300  COUNTRY     -  US
 DR5300  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5300
 DR5300                         *CURRENT SURVEY CONTROL
 DR5300  ______________________________________________________________________
 DR5300* NAD 83(1986) POSITION- 40 21 03.29   (N) 074 04 10.67   (W)   HD_HELD1
 DR5300* NAVD 88 ORTHO HEIGHT -     9.671 (meters)       31.73  (feet) ADJUSTED
 DR5300  ______________________________________________________________________
 DR5300  GEOID HEIGHT    -        -32.501 (meters)                     GEOID18
 DR5300  DYNAMIC HEIGHT  -          9.667 (meters)       31.72  (feet) COMP
 DR5300  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 DR5300
 DR5300  VERT ORDER      -  FIRST     CLASS II
 DR5300
 DR5300.The horizontal coordinates were determined by differentially corrected
 DR5300.hand held GPS observations or other comparable positioning techniques
 DR5300.and have an estimated accuracy of +/- 3 meters.
 DR5300
 DR5300.The orthometric height was determined by differential leveling and
 DR5300.adjusted by the NATIONAL GEODETIC SURVEY
 DR5300.in July 2020.
 DR5300
 DR5300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5300.GEOID18 height accuracy estimate available here.
 DR5300
 DR5300.Click photographs - Photos may exist for this station.
 DR5300
 DR5300.The dynamic height is computed by dividing the NAVD 88
 DR5300.geopotential number by the normal gravity value computed on the
 DR5300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5300.degrees latitude (g = 980.6199 gals.).
 DR5300
 DR5300.The modeled gravity was interpolated from observed gravity values.
 DR5300
 DR5300;                    North         East    Units  Estimated Accuracy
 DR5300;SPC NJ       -   168,564.2     186,558.5     MT  (+/- 3 meters HH1 GPS) 
 DR5300
 DR5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7900867121(NAD 83)
 DR5300
 DR5300                          SUPERSEDED SURVEY CONTROL
 DR5300
 DR5300.No superseded survey control is available for this station.
 DR5300
 DR5300_MARKER: DD = SURVEY DISK
 DR5300_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5300+WITH SETTING: PAVEMENT
 DR5300_SP_SET: TRAFFIC SIGNAL BASE
 DR5300_STAMPING: 13 U 14 2018
 DR5300_MARK LOGO: NJGS
 DR5300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5300+STABILITY: SURFACE MOTION
 DR5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5300+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5300
 DR5300  HISTORY     - Date     Condition        Report By
 DR5300  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5300
 DR5300                          STATION DESCRIPTION
 DR5300
 DR5300'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5300'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH-NORTHWEST OF ASBURY
 DR5300'PARK, 8.9 MI (14.3 KM) SOUTHEAST OF KEYPORT AND 5.2 MI (8.4 KM)
 DR5300'NORTHWEST OF LONG BRANCH, IN RED BANK.
 DR5300'
 DR5300'THE STATION IS SET IN A DRILL HOLE ON TOP OF THE NORTH CORNER OF THE
 DR5300'CONCRETE BASE FOR A TRAFFIC SIGNAL ON THE SOUTHEAST CORNER OF THE
 DR5300'INTERSECTION OF WEST FRONT STREET (COUNTY ROUTE 10) AND MAPLE AVENUE
 DR5300'(NEW JERSEY STATE ROUTE 35).
 DR5300'
 DR5300'THE STATION IS 2 FT (0.6 M) NORTHEAST OF THE TRAFFIC SIGNAL MAST, 73
 DR5300'FT (22.3 M) NORTHWEST OF THE NORTHWEST CORNER OF A 7-11 STORE, 13.8 FT
 DR5300'(4.2 M) EAST-NORTHEAST OF THE EAST CENTERLINE OF MAPLE STREET, 16.4 FT
 DR5300'(5.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF WEST FRONT STREET, 32.6
 DR5300'FT (9.9 M) WEST-SOUTHWEST OF POLE NUMBER JC989.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5359 ***********************************************************************
 DR5359  DESIGNATION -  13 U 15
 DR5359  PID         -  DR5359
 DR5359  STATE/COUNTY-  NJ/MONMOUTH
 DR5359  COUNTRY     -  US
 DR5359  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5359
 DR5359                         *CURRENT SURVEY CONTROL
 DR5359  ______________________________________________________________________
 DR5359* NAD 83(1986) POSITION- 40 25 56.88   (N) 074 06 46.09   (W)   HD_HELD1
 DR5359* NAVD 88 ORTHO HEIGHT -     4.099 (meters)       13.45  (feet) ADJUSTED
 DR5359  ______________________________________________________________________
 DR5359  GEOID HEIGHT    -        -32.361 (meters)                     GEOID18
 DR5359  DYNAMIC HEIGHT  -          4.097 (meters)       13.44  (feet) COMP
 DR5359  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 DR5359
 DR5359  VERT ORDER      -  FIRST     CLASS II
 DR5359
 DR5359.The horizontal coordinates were determined by differentially corrected
 DR5359.hand held GPS observations or other comparable positioning techniques
 DR5359.and have an estimated accuracy of +/- 3 meters.
 DR5359
 DR5359.The orthometric height was determined by differential leveling and
 DR5359.adjusted by the NATIONAL GEODETIC SURVEY
 DR5359.in July 2020.
 DR5359
 DR5359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5359.GEOID18 height accuracy estimate available here.
 DR5359
 DR5359.Click photographs - Photos may exist for this station.
 DR5359
 DR5359.The dynamic height is computed by dividing the NAVD 88
 DR5359.geopotential number by the normal gravity value computed on the
 DR5359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5359.degrees latitude (g = 980.6199 gals.).
 DR5359
 DR5359.The modeled gravity was interpolated from observed gravity values.
 DR5359
 DR5359;                    North         East    Units  Estimated Accuracy
 DR5359;SPC NJ       -   177,602.2     182,851.5     MT  (+/- 3 meters HH1 GPS) 
 DR5359
 DR5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7525176136(NAD 83)
 DR5359
 DR5359                          SUPERSEDED SURVEY CONTROL
 DR5359
 DR5359.No superseded survey control is available for this station.
 DR5359
 DR5359_MARKER: DB = BENCH MARK DISK
 DR5359_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5359_SP_SET: GATE HOUSE STRUCTURE
 DR5359_STAMPING: 13 U 15 2018
 DR5359_MARK LOGO: NJGS
 DR5359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5359+STABILITY: SURFACE MOTION
 DR5359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5359+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DR5359
 DR5359  HISTORY     - Date     Condition        Report By
 DR5359  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5359
 DR5359                          STATION DESCRIPTION
 DR5359
 DR5359'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5359'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST-SOUTHEAST OF SOUTH
 DR5359'AMBOY JUNCTION, 9.3 MI (15.0 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 4.3
 DR5359'MI (6.9 KM) EAST OF KEYPORT, IN MIDDLETOWN TOWNSHIP.
 DR5359'
 DR5359'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER
 DR5359'OF A 6.5 FT (2.0 M) SQUARE GATE HOUSE CONTROL CHAMBER ON TOP OF A
 DR5359'LEVEE ON THE WEST SIDE OF THE PEWS CREEK DRAINAGE AREA.
 DR5359'
 DR5359'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND
 DR5359'THOMPSON AVENUE (COUNTY ROUTE 36), GO ABOUT 200 FT (61.0 M) NORTHEAST
 DR5359'ON THOMPSON AVENUE TO THE HENRY HUDSON TRAIL ENTRANCE ON THE RIGHT.
 DR5359'TURN RIGHT AND PACK 0.25 MI (0.40 KM) SOUTHEAST ON THE TRAIL TO A
 DR5359'CONCRETE WALL AND THE DAM ON THE LEFT, GO 140 FT (42.7 M) UP THE DAM
 DR5359'TO THE STRUCTURE AND THE STATION ON THE RIGHT, 65.5 FT (20.0 M)
 DR5359'NORTHEAST OF THE NORTHEAST END OF THE WALL, 7.5 FT (2.3 M) SOUTHEAST
 DR5359'OF THE CENTERLINE OF THE GRAVEL ROAD ON TOP OF THE DAM, 1 FT (0.3 M)
 DR5359'SOUTHEAST OF THE NORTH EDGE OF THE CHAMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6326 ***********************************************************************
 KV6326  DESIGNATION -  13 U 2
 KV6326  PID         -  KV6326
 KV6326  STATE/COUNTY-  NJ/MONMOUTH
 KV6326  COUNTRY     -  US
 KV6326  USGS QUAD   -  ALLENTOWN (2016)
 KV6326
 KV6326                         *CURRENT SURVEY CONTROL
 KV6326  ______________________________________________________________________
 KV6326* NAD 83(1986) POSITION- 40 10 36.     (N) 074 31 35.     (W)   SCALED
 KV6326* NAVD 88 ORTHO HEIGHT -    35.272 (meters)      115.72  (feet) ADJUSTED
 KV6326  ______________________________________________________________________
 KV6326  GEOID HEIGHT    -        -32.514 (meters)                     GEOID18
 KV6326  DYNAMIC HEIGHT  -         35.258 (meters)      115.68  (feet) COMP
 KV6326  MODELED GRAVITY -    980,210.7   (mgal)                       NAVD 88
 KV6326
 KV6326  VERT ORDER      -  FIRST     CLASS II
 KV6326
 KV6326.The horizontal coordinates were scaled from a map and have
 KV6326.an estimated accuracy of +/- 6 seconds.
 KV6326
 KV6326.The orthometric height was determined by differential leveling and
 KV6326.adjusted by the NATIONAL GEODETIC SURVEY
 KV6326.in June 1991.
 KV6326
 KV6326.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6326.GEOID18 height accuracy estimate available here.
 KV6326
 KV6326.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK403474(NAD 83)
 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
 KV6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6326.See file dsdata.pdf to determine how the superseded data were derived.
 KV6326
 KV6326_MARKER: Z = SEE DESCRIPTION
 KV6326_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6975 ***********************************************************************
 KV6975  DESIGNATION -  13 U 3
 KV6975  PID         -  KV6975
 KV6975  STATE/COUNTY-  NJ/MONMOUTH
 KV6975  COUNTRY     -  US
 KV6975  USGS QUAD   -  FREEHOLD (2019)
 KV6975
 KV6975                         *CURRENT SURVEY CONTROL
 KV6975  ______________________________________________________________________
 KV6975* NAD 83(2011) POSITION- 40 17 19.63358(N) 074 19 27.75640(W)   ADJUSTED
 KV6975* NAD 83(2011) ELLIP HT-    -6.765 (meters)        (06/27/12)   ADJUSTED
 KV6975* NAD 83(2011) EPOCH   -  2010.00
 KV6975* NAVD 88 ORTHO HEIGHT -    25.6   (meters)       84.    (feet) GPS OBS
 KV6975  ______________________________________________________________________
 KV6975  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6975  GEOID HEIGHT    -        -32.670 (meters)                     GEOID93
 KV6975  GEOID HEIGHT    -        -32.374 (meters)                     GEOID18
 KV6975  NAD 83(2011) X  -  1,316,377.574 (meters)                     COMP
 KV6975  NAD 83(2011) Y  - -4,690,822.479 (meters)                     COMP
 KV6975  NAD 83(2011) Z  -  4,102,493.262 (meters)                     COMP
 KV6975  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 KV6975
 KV6975  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6975  Standards:
 KV6975         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6975            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6975  -------------------------------------------------------------------
 KV6975  NETWORK    0.46   0.74           0.17   0.20   0.38     -0.07501711
 KV6975  -------------------------------------------------------------------
 KV6975  Click here for local accuracies and other accuracy information.
 KV6975
 KV6975.The horizontal coordinates were established by GPS observations
 KV6975.and adjusted by the National Geodetic Survey in June 2012.
 KV6975
 KV6975.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6975.been affixed to the stable North American tectonic plate. See 
 KV6975.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6975
 KV6975.The horizontal coordinates are valid at the epoch date displayed above
 KV6975.which is a decimal equivalence of Year/Month/Day.
 KV6975
 KV6975.The orthometric height was determined by GPS observations and a
 KV6975.high-resolution geoid model.
 KV6975
 KV6975.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6975.GEOID18 height accuracy estimate available here.
 KV6975
 KV6975.Click photographs - Photos may exist for this station.
 KV6975
 KV6975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6975
 KV6975.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6975
 KV6975.The ellipsoidal height was determined by GPS observations
 KV6975.and is referenced to NAD 83.
 KV6975
 KV6975. The following values were computed from the NAD 83(2011) position.
 KV6975
 KV6975;                    North         East     Units Scale Factor Converg.
 KV6975;SPC NJ       -   161,592.172   164,932.286   MT  0.99990274   +0 06 48.8
 KV6975;SPC NJ       -   530,156.98    541,115.34   sFT  0.99990274   +0 06 48.8
 KV6975;UTM  18      - 4,460,029.515   557,427.534   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5742760029(NAD 83)
 KV6975
 KV6975                          SUPERSEDED SURVEY CONTROL
 KV6975
 KV6975  NAD 83(2007)-  40 17 19.63399(N)    074 19 27.75690(W) AD(2002.00) 0
 KV6975  ELLIP H (02/10/07)   -6.756  (m)                       GP(2002.00)    
 KV6975  ELLIP H (10/23/02)   -6.746  (m)                       GP(       ) 4 1
 KV6975  NAD 83(1996)-  40 17 19.63400(N)    074 19 27.75721(W) AD(       ) 1
 KV6975  ELLIP H (05/14/99)   -6.749  (m)                       GP(       ) 4 1
 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
 KV6975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6975.See file dsdata.pdf to determine how the superseded data were derived.
 KV6975
 KV6975_MARKER: DD = SURVEY DISK
 KV6975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6975_STAMPING: 13 U 3 1991
 KV6975_MARK LOGO: NJGS
 KV6975_PROJECTION: RECESSED 18 CENTIMETERS
 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 - November 03, 2022
 KV6975
 KV6975  HISTORY     - Date     Condition        Report By
 KV6975  HISTORY     - 1991     MONUMENTED       NJGS
 KV6975  HISTORY     - 19930622 GOOD
 KV6975  HISTORY     - 20010513 GOOD             USPSQD
 KV6975  HISTORY     - 20221103 GOOD             NJGS
 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.
 KV6975
 KV6975                          STATION RECOVERY (2022)
 KV6975
 KV6975'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6580 ***********************************************************************
 DK6580  DESIGNATION -  13 U 36
 DK6580  PID         -  DK6580
 DK6580  STATE/COUNTY-  NJ/MONMOUTH
 DK6580  COUNTRY     -  US
 DK6580  USGS QUAD   -  FREEHOLD (2019)
 DK6580
 DK6580                         *CURRENT SURVEY CONTROL
 DK6580  ______________________________________________________________________
 DK6580* NAD 83(1986) POSITION- 40 16 11.     (N) 074 18 15.     (W)   SCALED
 DK6580* NAVD 88 ORTHO HEIGHT -    38.564 (meters)      126.52  (feet) ADJUSTED
 DK6580  ______________________________________________________________________
 DK6580  GEOID HEIGHT    -        -32.352 (meters)                     GEOID18
 DK6580  DYNAMIC HEIGHT  -         38.549 (meters)      126.47  (feet) COMP
 DK6580  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 DK6580
 DK6580  VERT ORDER      -  SECOND    CLASS II
 DK6580
 DK6580.The horizontal coordinates were scaled from a map and have
 DK6580.an estimated accuracy of +/- 6 seconds.
 DK6580
 DK6580.The orthometric height was determined by differential leveling and
 DK6580.adjusted by the NATIONAL GEODETIC SURVEY
 DK6580.in May 2011.
 DK6580
 DK6580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6580.GEOID18 height accuracy estimate available here.
 DK6580
 DK6580.Click photographs - Photos may exist for this station.
 DK6580
 DK6580.The dynamic height is computed by dividing the NAVD 88
 DK6580.geopotential number by the normal gravity value computed on the
 DK6580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6580.degrees latitude (g = 980.6199 gals.).
 DK6580
 DK6580.The modeled gravity was interpolated from observed gravity values.
 DK6580
 DK6580;                    North         East    Units  Estimated Accuracy
 DK6580;SPC NJ       -   159,480.      166,660.      MT  (+/- 180 meters Scaled)
 DK6580
 DK6580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK591579(NAD 83)
 DK6580
 DK6580                          SUPERSEDED SURVEY CONTROL
 DK6580
 DK6580.No superseded survey control is available for this station.
 DK6580
 DK6580_MARKER: DD = SURVEY DISK
 DK6580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6580_SP_SET: CULVERT
 DK6580_STAMPING: 13 U 36 2007
 DK6580_MARK LOGO: NJDT
 DK6580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6580+STABILITY: SURFACE MOTION
 DK6580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6580+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 DK6580
 DK6580  HISTORY     - Date     Condition        Report By
 DK6580  HISTORY     - 20070509 MONUMENTED       NJGS
 DK6580
 DK6580                          STATION DESCRIPTION
 DK6580
 DK6580'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DK6580'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, SET IN A DRILL HOLE IN
 DK6580'THE SOUTHEAST BASE FOR THE CONCRETE BALUSTRADE RAILS FOR A CONCRETE
 DK6580'CULVERT NUMBER F-64 UNDER MONMOUTH COUNTY ROUTE 522, ABOUT 142.0 FT
 DK6580'(43.3 M) EAST-SOUTHEAST OF THE CENTERLINE OF WEMROCK ROAD.  THE DISK
 DK6580'IS SET ON THE GROUND-DIRT SIDE OF THE BALUSTRADE, NOT FACING THE
 DK6580'ROADWAY.
 DK6580'
 DK6580'THE STATION IS A 2 INCH (5 CM) NJDOT DISK, 9.4 FT (2.9 M)
 DK6580'NORTH-NORTHWEST OF THE SOUTHEAST END OF THE BALUSTRADE FOR THE EAST
 DK6580'BOUND LANES OF ROUTE 522, 17.0 FT (5.2 M) SOUTH-SOUTHWEST OF THE
 DK6580'CENTERLINE OF ROUTE 522, ABOUT 50.0 FT (15.2 M) AND ACROSS THE ROAD
 DK6580'FROM POLE NUMBER JC 218 FT, 35.0 FT (10.7 M) WEST OF A DOUBLE GRATED
 DK6580'INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5243 ***********************************************************************
 AA5243  DESIGNATION -  13 U 5
 AA5243  PID         -  AA5243
 AA5243  STATE/COUNTY-  NJ/MONMOUTH
 AA5243  COUNTRY     -  US
 AA5243  USGS QUAD   -  LONG BRANCH WEST (2016)
 AA5243
 AA5243                         *CURRENT SURVEY CONTROL
 AA5243  ______________________________________________________________________
 AA5243* NAD 83(2011) POSITION- 40 16 49.87052(N) 074 04 51.08909(W)   ADJUSTED
 AA5243* NAD 83(2011) ELLIP HT-     2.889 (meters)        (06/27/12)   ADJUSTED
 AA5243* NAD 83(2011) EPOCH   -  2010.00
 AA5243* NAVD 88 ORTHO HEIGHT -    35.5   (meters)      116.    (feet) GPS OBS
 AA5243  ______________________________________________________________________
 AA5243  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5243  GEOID HEIGHT    -         -32.87 (meters)                     GEOID93
 AA5243  GEOID HEIGHT    -        -32.587 (meters)                     GEOID18
 AA5243  NAD 83(2011) X  -  1,336,467.400 (meters)                     COMP
 AA5243  NAD 83(2011) Y  - -4,685,763.156 (meters)                     COMP
 AA5243  NAD 83(2011) Z  -  4,101,799.196 (meters)                     COMP
 AA5243  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 AA5243
 AA5243  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5243  Standards:
 AA5243         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5243            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5243  -------------------------------------------------------------------
 AA5243  NETWORK    0.41   0.69           0.18   0.15   0.35     -0.00385357
 AA5243  -------------------------------------------------------------------
 AA5243  Click here for local accuracies and other accuracy information.
 AA5243
 AA5243.The horizontal coordinates were established by GPS observations
 AA5243.and adjusted by the National Geodetic Survey in June 2012.
 AA5243
 AA5243.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5243.been affixed to the stable North American tectonic plate. See 
 AA5243.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5243
 AA5243.The horizontal coordinates are valid at the epoch date displayed above
 AA5243.which is a decimal equivalence of Year/Month/Day.
 AA5243
 AA5243.The orthometric height was determined by GPS observations and a
 AA5243.high-resolution geoid model.
 AA5243
 AA5243.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5243.GEOID18 height accuracy estimate available here.
 AA5243
 AA5243.Click photographs - Photos may exist for this station.
 AA5243
 AA5243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5243
 AA5243.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5243
 AA5243.The ellipsoidal height was determined by GPS observations
 AA5243.and is referenced to NAD 83.
 AA5243
 AA5243. The following values were computed from the NAD 83(2011) position.
 AA5243
 AA5243;                    North         East     Units Scale Factor Converg.
 AA5243;SPC NJ       -   160,743.726   185,641.740   MT  0.99991563   +0 16 15.6
 AA5243;SPC NJ       -   527,373.37    609,059.61   sFT  0.99991563   +0 16 15.6
 AA5243;UTM  18      - 4,459,298.126   578,136.240   MT  0.99967515   +0 35 39.4
 AA5243
 AA5243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5243!SPC NJ       -   0.99999955  x   0.99991563  =   0.99991518
 AA5243!UTM  18      -   0.99999955  x   0.99967515  =   0.99967470
 AA5243
 AA5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7813659298(NAD 83)
 AA5243
 AA5243                          SUPERSEDED SURVEY CONTROL
 AA5243
 AA5243  NAD 83(2007)-  40 16 49.87093(N)    074 04 51.08954(W) AD(2002.00) 0
 AA5243  ELLIP H (02/10/07)    2.899  (m)                       GP(2002.00)    
 AA5243  ELLIP H (10/23/02)    2.913  (m)                       GP(       ) 4 1
 AA5243  NAD 83(1996)-  40 16 49.87082(N)    074 04 51.08962(W) AD(       ) 1
 AA5243  ELLIP H (05/14/99)    2.898  (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)    2.875  (m)                       GP(       ) 3 1
 AA5243
 AA5243.Superseded values are not recommended for survey control.
 AA5243
 AA5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5243.See file dsdata.pdf to determine how the superseded data were derived.
 AA5243
 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_PROJECTION: FLUSH
 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 - October 21, 2025
 AA5243
 AA5243  HISTORY     - Date     Condition        Report By
 AA5243  HISTORY     - 1994     MONUMENTED       NJGS
 AA5243  HISTORY     - 20210621 GOOD             NJGS
 AA5243  HISTORY     - 20251021 GOOD             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.
 AA5243
 AA5243                          STATION RECOVERY (2021)
 AA5243
 AA5243'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 AA5243'RECOVERED IN GOOD CONDITION.
 AA5243
 AA5243                          STATION RECOVERY (2025)
 AA5243
 AA5243'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MI)
 AA5243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6967 ***********************************************************************
 DM6967  DESIGNATION -  13 U 6
 DM6967  PID         -  DM6967
 DM6967  STATE/COUNTY-  NJ/MONMOUTH
 DM6967  COUNTRY     -  US
 DM6967  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6967
 DM6967                         *CURRENT SURVEY CONTROL
 DM6967  ______________________________________________________________________
 DM6967* NAD 83(1986) POSITION- 40 19 56.     (N) 073 58 30.     (W)   SCALED
 DM6967* NAVD 88 ORTHO HEIGHT -     2.202 (meters)        7.22  (feet) ADJUSTED
 DM6967  ______________________________________________________________________
 DM6967  GEOID HEIGHT    -        -32.699 (meters)                     GEOID18
 DM6967  DYNAMIC HEIGHT  -          2.201 (meters)        7.22  (feet) COMP
 DM6967  MODELED GRAVITY -    980,176.7   (mgal)                       NAVD 88
 DM6967
 DM6967  VERT ORDER      -  FIRST     CLASS II
 DM6967
 DM6967.The horizontal coordinates were scaled from a map and have
 DM6967.an estimated accuracy of +/- 6 seconds.
 DM6967
 DM6967.The orthometric height was determined by differential leveling and
 DM6967.adjusted by the NATIONAL GEODETIC SURVEY
 DM6967.in May 2011.
 DM6967
 DM6967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6967.GEOID18 height accuracy estimate available here.
 DM6967
 DM6967.Click photographs - Photos may exist for this station.
 DM6967
 DM6967.The dynamic height is computed by dividing the NAVD 88
 DM6967.geopotential number by the normal gravity value computed on the
 DM6967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6967.degrees latitude (g = 980.6199 gals.).
 DM6967
 DM6967.The modeled gravity was interpolated from observed gravity values.
 DM6967
 DM6967;                    North         East    Units  Estimated Accuracy
 DM6967;SPC NJ       -   166,530.      194,610.      MT  (+/- 180 meters Scaled)
 DM6967
 DM6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870651(NAD 83)
 DM6967
 DM6967                          SUPERSEDED SURVEY CONTROL
 DM6967
 DM6967.No superseded survey control is available for this station.
 DM6967
 DM6967_STAMPING: 13 U 6 2008
 DM6967_MARK LOGO: NJGS
 DM6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6967+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM6967
 DM6967  HISTORY     - Date     Condition        Report By
 DM6967  HISTORY     - 20080507 MONUMENTED       NJGS
 DM6967  HISTORY     - 20150817 MARK NOT FOUND   NJGS
 DM6967
 DM6967                          STATION DESCRIPTION
 DM6967
 DM6967'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6967'THE STATION IS LOCATED ABOUT 13.8 MI (22.2 KM) EAST-SOUTHEAST OF
 DM6967'KEYPORT, 8.0 MI (12.9 KM) NORTH-NORTHEAST OF ASBURY PARK AND 2.2 MI
 DM6967'(3.5 KM) NORTH-NORTHEAST OF LONG BRANCH.
 DM6967'
 DM6967'THE STATION IS LOCATED IN MONMOUTH BEACH SET IN A DRILL HOLE IN THE
 DM6967'SOUTHWEST CORNER OF THE BASE TO AN ELECTRICAL MANHOLE AT THE NORTHWEST
 DM6967'JUNCTION OF BEACH ROAD AND OCEAN AVENUE (STATE ROUTE 36).
 DM6967'
 DM6967'THE STATION IS 15.0 FT (4.6 M) WEST OF THE WEST CURBLINE OF ROUTE 36,
 DM6967'40.7 FT (12.4 M) NORTH OF THE NORTH CENTERLINE EXTENDED OF BEACH ROAD,
 DM6967'14.0 FT (4.3 M) WEST OF A SIGN (HOSPITAL-FIRST AID), 16.0 FT (4.9 M)
 DM6967'NORTHWEST OF LIGHT POLE NUMBER 30.
 DM6967
 DM6967                          STATION RECOVERY (2015)
 DM6967
 DM6967'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 DM6967'THE STATION WAS NOT RECOVERED AFTER A QUARTER HOUR SEARCH BY THE NEW
 DM6967'JERSEY GEODETIC SURVEY.  A NEW SIDEWALK WITH HANDICAP RAMP, NEW
 DM6967'TRAFFIC LIGHTS AND A NEW ELECTRICAL MANHOLE HAVE BEEN INSTALLED SINCE
 DM6967'THE LAST RECOVERY.  THE STATION IS CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7189 ***********************************************************************
 DM7189  DESIGNATION -  13 U 7
 DM7189  PID         -  DM7189
 DM7189  STATE/COUNTY-  NJ/MONMOUTH
 DM7189  COUNTRY     -  US
 DM7189  USGS QUAD   -  ASBURY PARK (2019)
 DM7189
 DM7189                         *CURRENT SURVEY CONTROL
 DM7189  ______________________________________________________________________
 DM7189* NAD 83(1986) POSITION- 40 12 51.     (N) 074 02 14.     (W)   SCALED
 DM7189* NAVD 88 ORTHO HEIGHT -    15.741 (meters)       51.64  (feet) ADJUSTED
 DM7189  ______________________________________________________________________
 DM7189  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 DM7189  DYNAMIC HEIGHT  -         15.733 (meters)       51.62  (feet) COMP
 DM7189  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 DM7189
 DM7189  VERT ORDER      -  FIRST     CLASS II
 DM7189
 DM7189.The horizontal coordinates were scaled from a map and have
 DM7189.an estimated accuracy of +/- 6 seconds.
 DM7189
 DM7189.The orthometric height was determined by differential leveling and
 DM7189.adjusted by the NATIONAL GEODETIC SURVEY
 DM7189.in May 2011.
 DM7189
 DM7189.No vertical observational check was made to the station.
 DM7189
 DM7189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7189.GEOID18 height accuracy estimate available here.
 DM7189
 DM7189.Click photographs - Photos may exist for this station.
 DM7189
 DM7189.The dynamic height is computed by dividing the NAVD 88
 DM7189.geopotential number by the normal gravity value computed on the
 DM7189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7189.degrees latitude (g = 980.6199 gals.).
 DM7189
 DM7189.The modeled gravity was interpolated from observed gravity values.
 DM7189
 DM7189;                    North         East    Units  Estimated Accuracy
 DM7189;SPC NJ       -   153,400.      189,390.      MT  (+/- 180 meters Scaled)
 DM7189
 DM7189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK819519(NAD 83)
 DM7189
 DM7189                          SUPERSEDED SURVEY CONTROL
 DM7189
 DM7189.No superseded survey control is available for this station.
 DM7189
 DM7189_MARKER: DD = SURVEY DISK
 DM7189_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7189_SP_SET: CHAMBER BASE
 DM7189_STAMPING: 13 U 7 2008
 DM7189_MARK LOGO: NJGS
 DM7189_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7189+STABILITY: SURFACE MOTION
 DM7189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7189+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2008
 DM7189
 DM7189  HISTORY     - Date     Condition        Report By
 DM7189  HISTORY     - 20080720 MONUMENTED       NJGS
 DM7189
 DM7189                          STATION DESCRIPTION
 DM7189
 DM7189'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7189'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7189'NORTHEAST CORNER OF THE BASE FOR A BELL ATLANTIC UNDERGROUND CHAMBER
 DM7189'(NUMBER 55273) LOCATED IN A GRASS AREA IN THE CENTER OF A PARKING LOT
 DM7189'FOR AAHS, ACROSS THE ROAD FROM AND IN BETWEEN THE NEPTUNE HIGH SCHOOL
 DM7189'AND MIDDLE SCHOOL ON HECK AVENUE.
 DM7189'
 DM7189'TO REACH THE STATION FROM THE JUNCTION OF CORLIES AVENUE (NJ STATE 33)
 DM7189'AND AND NEPTUNE BOULEVARD, GO 0.35 MI (0.6 KM) NORTH-NORTHEAST ON
 DM7189'NEPTUNE BOULEVARD TO THE JUNCTION WITH HECK AVENUE.  TURN LEFT AND GO
 DM7189'0.1 MI (0.2 KM) WEST-NORTHWEST ON HECK AVENUE TO THE STATION ON THE
 DM7189'RIGHT, ABOUT 136.5 FT (41.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DM7189'HECK AVENUE.
 DM7189'
 DM7189'THE STATION IS 120.0 FT (36.6 M) NORTH-NORTHEAST OF THE NORTH CURB OF
 DM7189'HECK AVENUE, 22.0 FT (6.7 M) EAST OF THE EAST CURB OF THE PARKING LOT,
 DM7189'32.0 FT (9.8 M) NORTH OF THE NORTH CURB OF THE PARKING LOT, 16.5 FT
 DM7189'(5.0 M) WEST OF THE WEST CURB OF THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8263 ***********************************************************************
 DN8263  DESIGNATION -  13 U 8
 DN8263  PID         -  DN8263
 DN8263  STATE/COUNTY-  NJ/MONMOUTH
 DN8263  COUNTRY     -  US
 DN8263  USGS QUAD   -  ASBURY PARK (2019)
 DN8263
 DN8263                         *CURRENT SURVEY CONTROL
 DN8263  ______________________________________________________________________
 DN8263* NAD 83(1986) POSITION- 40 09 42.78   (N) 074 06 06.75   (W)   HD_HELD1
 DN8263* NAVD 88 ORTHO HEIGHT -    35.632 (meters)      116.90  (feet) ADJUSTED
 DN8263  ______________________________________________________________________
 DN8263  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 DN8263  DYNAMIC HEIGHT  -         35.615 (meters)      116.85  (feet) COMP
 DN8263  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 DN8263
 DN8263  VERT ORDER      -  FIRST     CLASS II
 DN8263
 DN8263.The horizontal coordinates were determined by differentially corrected
 DN8263.hand held GPS observations or other comparable positioning techniques
 DN8263.and have an estimated accuracy of +/- 3 meters.
 DN8263
 DN8263.The orthometric height was determined by differential leveling and
 DN8263.adjusted by the NATIONAL GEODETIC SURVEY
 DN8263.in April 2013.
 DN8263
 DN8263.No vertical observational check was made to the station.
 DN8263
 DN8263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8263.GEOID18 height accuracy estimate available here.
 DN8263
 DN8263.Click photographs - Photos may exist for this station.
 DN8263
 DN8263.The dynamic height is computed by dividing the NAVD 88
 DN8263.geopotential number by the normal gravity value computed on the
 DN8263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8263.degrees latitude (g = 980.6199 gals.).
 DN8263
 DN8263.The modeled gravity was interpolated from observed gravity values.
 DN8263
 DN8263;                    North         East    Units  Estimated Accuracy
 DN8263;SPC NJ       -   147,563.5     183,913.7     MT  (+/- 3 meters HH1 GPS) 
 DN8263
 DN8263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7648246111(NAD 83)
 DN8263
 DN8263                          SUPERSEDED SURVEY CONTROL
 DN8263
 DN8263.No superseded survey control is available for this station.
 DN8263
 DN8263_MARKER: DD = SURVEY DISK
 DN8263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN8263_SP_SET: BRIDGE ABUTMENT
 DN8263_STAMPING: 13 U 8 2011
 DN8263_MARK LOGO: NJGS
 DN8263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8263+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2013
 DN8263
 DN8263  HISTORY     - Date     Condition        Report By
 DN8263  HISTORY     - 20111101 MONUMENTED       NJGS
 DN8263  HISTORY     - 20130703 GOOD             NJGS
 DN8263
 DN8263                          STATION DESCRIPTION
 DN8263
 DN8263'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8263'THE STATION IS LOCATED IN WALL TOWNSHIP, SET VERTICALLY IN A DRILL
 DN8263'HOLE IN THE WEST FACE OF THE EASTERLY ABUTMENT OF THE GARDEN STATE
 DN8263'PARKWAY NORTH BOUND LANES BRIDGE SPANNING NEW JERSEY ROUTE 34.
 DN8263'
 DN8263'TO REACH THE STATION FROM THE NEW JERSEY ROUTE 34 BRIDGE SPANNING US
 DN8263'INTERSTATE 195, GO 0.6 MI (1.0 KM) SOUTH-SOUTHEAST OF ROUTE 34 TO THE
 DN8263'STATION ON THE LEFT ACROSS THE HIGHWAY.  THE STATION IS ALSO ABOUT
 DN8263'0.35 MI (0.6 KM) NORTH-NORTHWEST ON ROUTE 34 FROM THE JUNCTION WITH
 DN8263'ALLENWOOD ROAD.
 DN8263'
 DN8263'THE STATION IS 8 FT (2.4 M) NORTH-NORTHWEST OF THE SOUTH END OF THE
 DN8263'ABUTMENT, 13 FT (4.0 M) EAST OF THE EAST CURB OF ROUTE 34, 42 FT (12.8
 DN8263'M) SOUTH OF THE CENTER OF THE BRIDGE, 8.6 FT (2.6 M) SOUTH OF MILE
 DN8263'POST SIGN 3.53 MOUNTED ON THE ABUTMENT OF THE BRIDGE, 59 FT (18.0 M)
 DN8263'NORTH-NORTHWEST OF POLE NUMBER JC1429WL.  THE STATION IS ABOUT 3.5 FT
 DN8263'(1.1 M) ABOVE THE GROUND.
 DN8263
 DN8263                          STATION RECOVERY (2013)
 DN8263
 DN8263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DN8263'RECOVERED IN GOOD CONDITION.
 DN8263'
 DN8263'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHWEST
 DN8263'OF POINT PLEASANT, 5.6 MI (9.0 KM) NORTH-NORTHWEST OF POINT PLEASANT
 DN8263'BEACH AND 4.3 MI (6.9 KM) SOUTHEAST OF FARMINGDALE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7893 ***********************************************************************
 DP7893  DESIGNATION -  13 U 9
 DP7893  PID         -  DP7893
 DP7893  STATE/COUNTY-  NJ/MONMOUTH
 DP7893  COUNTRY     -  US
 DP7893  USGS QUAD   -  POINT PLEASANT (2019)
 DP7893
 DP7893                         *CURRENT SURVEY CONTROL
 DP7893  ______________________________________________________________________
 DP7893* NAD 83(1986) POSITION- 40 06 42.14   (N) 074 03 55.41   (W)   HD_HELD1
 DP7893* NAVD 88 ORTHO HEIGHT -    22.684 (meters)       74.42  (feet) ADJUSTED
 DP7893  ______________________________________________________________________
 DP7893  GEOID HEIGHT    -        -32.985 (meters)                     GEOID18
 DP7893  DYNAMIC HEIGHT  -         22.673 (meters)       74.39  (feet) COMP
 DP7893  MODELED GRAVITY -    980,158.2   (mgal)                       NAVD 88
 DP7893
 DP7893  VERT ORDER      -  FIRST     CLASS II
 DP7893
 DP7893.The horizontal coordinates were determined by differentially corrected
 DP7893.hand held GPS observations or other comparable positioning techniques
 DP7893.and have an estimated accuracy of +/- 3 meters.
 DP7893
 DP7893.The orthometric height was determined by differential leveling and
 DP7893.adjusted by the NATIONAL GEODETIC SURVEY
 DP7893.in September 2015.
 DP7893
 DP7893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7893.GEOID18 height accuracy estimate available here.
 DP7893
 DP7893.Click photographs - Photos may exist for this station.
 DP7893
 DP7893.The dynamic height is computed by dividing the NAVD 88
 DP7893.geopotential number by the normal gravity value computed on the
 DP7893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7893.degrees latitude (g = 980.6199 gals.).
 DP7893
 DP7893.The modeled gravity was interpolated from observed gravity values.
 DP7893
 DP7893;                    North         East    Units  Estimated Accuracy
 DP7893;SPC NJ       -   142,007.0     187,048.7     MT  (+/- 3 meters HH1 GPS) 
 DP7893
 DP7893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7964840574(NAD 83)
 DP7893
 DP7893                          SUPERSEDED SURVEY CONTROL
 DP7893
 DP7893.No superseded survey control is available for this station.
 DP7893
 DP7893_MARKER: DD = SURVEY DISK
 DP7893_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP7893_SP_SET: BRIDGE RETAINING WALL
 DP7893_STAMPING: 13 U 9 2013
 DP7893_MARK LOGO: NJGS
 DP7893_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7893+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2013
 DP7893
 DP7893  HISTORY     - Date     Condition        Report By
 DP7893  HISTORY     - 20130201 MONUMENTED       NJGS
 DP7893
 DP7893                          STATION DESCRIPTION
 DP7893
 DP7893'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7893'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF
 DP7893'ASBURY PARK, 2.0 MI (3.2 KM) NORTH OF POINT PLEASANT AND 1.7 MI (2.7
 DP7893'KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH, IN BRIELLE BOROUGH.
 DP7893'
 DP7893'THE STATION IS SET IN A DRILL HOLE ON TOP AND AT THE NORTHWEST END OF
 DP7893'THE NORTH RETAINING WALL ON THE SOUTHWEST SIDE OF NJ HIGHWAY 35 FOR
 DP7893'THE SCHOOLHOUSE ROAD BRIDGE (STRUCTURE NUMBER 1310-152, MILEPOST
 DP7893'15.48) SPANNING ROUTE 35.
 DP7893'
 DP7893'IT IS 85.6 FT (26.1 M) EAST-SOUTHEAST OF POLE NUMBER JC245BRE, 48.5 FT
 DP7893'(14.8 M) NORTHWEST OF THE NORTHWEST FACE OF THE SOUTHWEST BRIDGE
 DP7893'PIERS, 11.9 FT (3.6 M) WEST OF MILEPOST SIGN 15.5, 9.0 FT (2.7 M)
 DP7893'SOUTHWEST OF THE SOUTHWEST CURB OF SOUTHBOUND LANE OF HIGHWAY 35,
 DP7893'ABOUT 2 FT (0.6 M) HIGHER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6278 ***********************************************************************
 KV6278  DESIGNATION -  13 V 1
 KV6278  PID         -  KV6278
 KV6278  STATE/COUNTY-  NJ/MONMOUTH
 KV6278  COUNTRY     -  US
 KV6278  USGS QUAD   -  FARMINGDALE (2016)
 KV6278
 KV6278                         *CURRENT SURVEY CONTROL
 KV6278  ______________________________________________________________________
 KV6278* NAD 83(1986) POSITION- 40 09 49.16   (N) 074 08 39.47   (W)   HD_HELD1
 KV6278* NAVD 88 ORTHO HEIGHT -    18.471 (meters)       60.60  (feet) ADJUSTED
 KV6278  ______________________________________________________________________
 KV6278  GEOID HEIGHT    -        -32.737 (meters)                     GEOID18
 KV6278  DYNAMIC HEIGHT  -         18.463 (meters)       60.57  (feet) COMP
 KV6278  MODELED GRAVITY -    980,180.3   (mgal)                       NAVD 88
 KV6278
 KV6278  VERT ORDER      -  FIRST     CLASS II
 KV6278
 KV6278.The horizontal coordinates were determined by differentially corrected
 KV6278.hand held GPS observations or other comparable positioning techniques
 KV6278.and have an estimated accuracy of +/- 3 meters.
 KV6278
 KV6278.The orthometric height was determined by differential leveling and
 KV6278.adjusted by the NATIONAL GEODETIC SURVEY
 KV6278.in April 2013.
 KV6278
 KV6278.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6278.GEOID18 height accuracy estimate available here.
 KV6278
 KV6278.Click photographs - Photos may exist for this station.
 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       -   147,744.9     180,299.2     MT  (+/- 3 meters HH1 GPS) 
 KV6278
 KV6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7286846272(NAD 83)
 KV6278
 KV6278                          SUPERSEDED SURVEY CONTROL
 KV6278
 KV6278  NAVD 88 (06/15/91)   18.486  (m)           60.65   (f) SUPERSEDED  1 2
 KV6278  NGVD 29 (01/10/92)   18.812  (m)           61.72   (f) ADJUSTED    1 2
 KV6278
 KV6278.Superseded values are not recommended for survey control.
 KV6278
 KV6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6278.See file dsdata.pdf to determine how the superseded data were derived.
 KV6278
 KV6278_MARKER: DD = SURVEY DISK
 KV6278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6278_STAMPING: 13 V 1 1989
 KV6278_MARK LOGO: NJGS
 KV6278_PROJECTION: FLUSH
 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 - October 14, 2020
 KV6278
 KV6278  HISTORY     - Date     Condition        Report By
 KV6278  HISTORY     - 1989     MONUMENTED       NJGS
 KV6278  HISTORY     - 19890616 GOOD             NJGS
 KV6278  HISTORY     - 20111012 GOOD             NJGS
 KV6278  HISTORY     - 20200417 GOOD             NJGS
 KV6278  HISTORY     - 20201014 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.
 KV6278
 KV6278                          STATION RECOVERY (2011)
 KV6278
 KV6278'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV6278'RECOVERED AS DESCRIBED.  THE STATION IS ALSO 0.25 M (0.8 FT) NORTH OF
 KV6278'A WITNESS POST AND SIGN.
 KV6278
 KV6278                          STATION RECOVERY (2020)
 KV6278
 KV6278'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6278'RECOVERED IN GOOD CONDITION.
 KV6278
 KV6278                          STATION RECOVERY (2020)
 KV6278
 KV6278'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 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.
 KV6278'
 KV6278'TO REACH THE STATION FROM THE JUNCTION OF I195 AND STATE ROUTE 34 GO
 KV6278'3.55 KM (2.21 MI) WEST ON I195 TO THE MARK ON THE LEFT.
 KV6278'
 KV6278'IT IS 2.3 M (7.5 FT) SOUTH FROM THE EDGE OF THE WESTBOUND LANES, 7.4 M
 KV6278'(24.3 FT) SOUTH FROM THE CENTERLINE OF THE WESTBOUND LANES, 12.9 M
 KV6278'(42.3 FT) NORTH FROM THE EDGE OF THE EASTBOUND LANES, 35.6 M (116.8
 KV6278'FT) WEST NORTHWEST FROM THE NORTHWEST CORNER OF THE SOUTH BRIDGE
 KV6278'BALUSTRADE, 28.85 M (94.7 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 KV6278'THE NORTH BRIDGE BALUSTRADE, 11.3 M (37.1 FT) NORTH FROM CENTER OF NEW
 KV6278'GUIDE RAIL PROTECTION, 50.5 M (165.7 FT) EAST FROM ROUND FIBER OPTIC
 KV6278'JUNCTION BOX COVER SET IN SQUARE JUNCTION BOX WITH FIBER OPTIC WITNESS
 KV6278'POST AND FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5813 ***********************************************************************
 DP5813  DESIGNATION -  13 V 10
 DP5813  PID         -  DP5813
 DP5813  STATE/COUNTY-  NJ/MONMOUTH
 DP5813  COUNTRY     -  US
 DP5813  USGS QUAD   -  FREEHOLD (2019)
 DP5813
 DP5813                         *CURRENT SURVEY CONTROL
 DP5813  ______________________________________________________________________
 DP5813* NAD 83(1986) POSITION- 40 15 11.93   (N) 074 21 48.36   (W)   HD_HELD1
 DP5813* NAVD 88 ORTHO HEIGHT -    33.685 (meters)      110.51  (feet) ADJUSTED
 DP5813  ______________________________________________________________________
 DP5813  GEOID HEIGHT    -        -32.383 (meters)                     GEOID18
 DP5813  DYNAMIC HEIGHT  -         33.671 (meters)      110.47  (feet) COMP
 DP5813  MODELED GRAVITY -    980,214.4   (mgal)                       NAVD 88
 DP5813
 DP5813  VERT ORDER      -  FIRST     CLASS II
 DP5813
 DP5813.The horizontal coordinates were determined by differentially corrected
 DP5813.hand held GPS observations or other comparable positioning techniques
 DP5813.and have an estimated accuracy of +/- 3 meters.
 DP5813
 DP5813.The orthometric height was determined by differential leveling and
 DP5813.adjusted by the NATIONAL GEODETIC SURVEY
 DP5813.in April 2015.
 DP5813
 DP5813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5813.GEOID18 height accuracy estimate available here.
 DP5813
 DP5813.Click photographs - Photos may exist for this station.
 DP5813
 DP5813.The dynamic height is computed by dividing the NAVD 88
 DP5813.geopotential number by the normal gravity value computed on the
 DP5813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5813.degrees latitude (g = 980.6199 gals.).
 DP5813
 DP5813.The modeled gravity was interpolated from observed gravity values.
 DP5813
 DP5813;                    North         East    Units  Estimated Accuracy
 DP5813;SPC NJ       -   157,647.8     161,617.6     MT  (+/- 3 meters HH1 GPS) 
 DP5813
 DP5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5413656067(NAD 83)
 DP5813
 DP5813                          SUPERSEDED SURVEY CONTROL
 DP5813
 DP5813.No superseded survey control is available for this station.
 DP5813
 DP5813_MARKER: DD = SURVEY DISK
 DP5813_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5813_SP_SET: CULVERT HEADWALL
 DP5813_STAMPING: 13 V 10 2013
 DP5813_MARK LOGO: NJGS
 DP5813_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5813+STABILITY: SURFACE MOTION
 DP5813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5813+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2013
 DP5813
 DP5813  HISTORY     - Date     Condition        Report By
 DP5813  HISTORY     - 20131023 MONUMENTED       NJGS
 DP5813
 DP5813                          STATION DESCRIPTION
 DP5813
 DP5813'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5813'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF
 DP5813'ROOSEVELT, 6.1 MI (9.8 KM) WEST-NORTHWEST OF ADELPHIA AND 4.7 MI (7.6
 DP5813'KM) WEST OF FREEHOLD, IN MANALAPAN TOWNSHIP.
 DP5813'
 DP5813'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 33 AND MILLHURST
 DP5813'ROAD/SWEETMANS LANE (COUNTY ROUTE 527), GO 1.15 MI (1.9 KM) WEST TO
 DP5813'THE STATION ON THE RIGHT SET IN A DRILL HOLE ON THE EAST SIDE OF A
 DP5813'CULVERT HEADWALL (GANDER BROOK) ON THE NORTH SIDE OF WEST BOUND LANE
 DP5813'OF NJ 33.
 DP5813'
 DP5813'IT IS 68 FT (20.7 M) NORTH OF AN INLET CURB PIECE, 32 FT (9.8 M) NORTH
 DP5813'OF THE CENTERLINE OF THE WEST BOUND LANES OF NJ ROUTE 33, 111 FT (33.8
 DP5813'M) NORTHEAST OF A MANHOLE IN THE DIRT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9967 ***********************************************************************
 DP9967  DESIGNATION -  13 V 11
 DP9967  PID         -  DP9967
 DP9967  STATE/COUNTY-  NJ/MONMOUTH
 DP9967  COUNTRY     -  US
 DP9967  USGS QUAD   -  MARLBORO (2016)
 DP9967
 DP9967                         *CURRENT SURVEY CONTROL
 DP9967  ______________________________________________________________________
 DP9967* NAD 83(1986) POSITION- 40 21 53.52   (N) 074 11 46.85   (W)   HD_HELD1
 DP9967* NAVD 88 ORTHO HEIGHT -    49.036 (meters)      160.88  (feet) ADJUSTED
 DP9967  ______________________________________________________________________
 DP9967  GEOID HEIGHT    -        -32.336 (meters)                     GEOID18
 DP9967  DYNAMIC HEIGHT  -         49.016 (meters)      160.81  (feet) COMP
 DP9967  MODELED GRAVITY -    980,219.7   (mgal)                       NAVD 88
 DP9967
 DP9967  VERT ORDER      -  FIRST     CLASS II
 DP9967
 DP9967.The horizontal coordinates were determined by differentially corrected
 DP9967.hand held GPS observations or other comparable positioning techniques
 DP9967.and have an estimated accuracy of +/- 3 meters.
 DP9967
 DP9967.The orthometric height was determined by differential leveling and
 DP9967.adjusted by the NATIONAL GEODETIC SURVEY
 DP9967.in February 2016.
 DP9967
 DP9967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9967.GEOID18 height accuracy estimate available here.
 DP9967
 DP9967.Click photographs - Photos may exist for this station.
 DP9967
 DP9967.The dynamic height is computed by dividing the NAVD 88
 DP9967.geopotential number by the normal gravity value computed on the
 DP9967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9967.degrees latitude (g = 980.6199 gals.).
 DP9967
 DP9967.The modeled gravity was interpolated from observed gravity values.
 DP9967
 DP9967;                    North         East    Units  Estimated Accuracy
 DP9967;SPC NJ       -   170,068.7     175,789.0     MT  (+/- 3 meters HH1 GPS) 
 DP9967
 DP9967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6823368565(NAD 83)
 DP9967
 DP9967                          SUPERSEDED SURVEY CONTROL
 DP9967
 DP9967.No superseded survey control is available for this station.
 DP9967
 DP9967_MARKER: DD = SURVEY DISK
 DP9967_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP9967+WITH SETTING: PAVEMENT
 DP9967_SP_SET: BASE
 DP9967_STAMPING: 13 V 11 2015
 DP9967_MARK LOGO: NJGS
 DP9967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9967+STABILITY: SURFACE MOTION
 DP9967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9967+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2018
 DP9967
 DP9967  HISTORY     - Date     Condition        Report By
 DP9967  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9967  HISTORY     - 20180718 GOOD             NJGS
 DP9967
 DP9967                          STATION DESCRIPTION
 DP9967
 DP9967'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9967'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHEAST OF
 DP9967'FREEHOLD, 4.7 MI (7.6 KM) SOUTH OF KEYPORT AND 4.3 MI (6.9 KM)
 DP9967'NORTHEAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9967'
 DP9967'TO REACH FROM THE INTERSECTION OF NEWMAN SPRINGS ROAD/MAIN STREET
 DP9967'(COUNTY ROUTE 520) AND NEW JERSEY ROUTE 34, GO 1.35 MI (2.2 KM) NORTH
 DP9967'ON ROUTE 34 TO THE STATION ON THE LEFT, STATION IS SET IN A DRILL HOLE
 DP9967'IN THE SOUTHEAST CORNER OF THE BASE FOR AN 6 FT (1.8 M) HIGH ALUMINUM
 DP9967'ELECTRICAL CABINET ON THE NORTHWEST CORNER OF THE JUNCTION OF ROUTE 34
 DP9967'AND SCHANCK ROAD.
 DP9967'
 DP9967'IT IS 38.3 FT (11.7 M) WEST OF THE CENTERLINE OF ROUTE 34, 35.8 FT
 DP9967'(10.9 M) NORTH OF THE CENTERLINE OF SCHANCK ROAD, 21.2 FT (6.5 M)
 DP9967'EAST-NORTHEAST OF POLE NUMBER 40083HML, 2 FT (0.6 M) SOUTH OF THE
 DP9967'SOUTHEAST CORNER OF THE CABINET.
 DP9967
 DP9967                          STATION RECOVERY (2018)
 DP9967
 DP9967'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP9967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0860 ***********************************************************************
 DQ0860  DESIGNATION -  13 V 12
 DQ0860  PID         -  DQ0860
 DQ0860  STATE/COUNTY-  NJ/MONMOUTH
 DQ0860  COUNTRY     -  US
 DQ0860  USGS QUAD   -  MARLBORO (2016)
 DQ0860
 DQ0860                         *CURRENT SURVEY CONTROL
 DQ0860  ______________________________________________________________________
 DQ0860* NAD 83(1986) POSITION- 40 17 18.71   (N) 074 10 16.28   (W)   HD_HELD1
 DQ0860* NAVD 88 ORTHO HEIGHT -    27.770 (meters)       91.11  (feet) ADJUSTED
 DQ0860  ______________________________________________________________________
 DQ0860  GEOID HEIGHT    -        -32.405 (meters)                     GEOID18
 DQ0860  DYNAMIC HEIGHT  -         27.758 (meters)       91.07  (feet) COMP
 DQ0860  MODELED GRAVITY -    980,212.2   (mgal)                       NAVD 88
 DQ0860
 DQ0860  VERT ORDER      -  FIRST     CLASS II
 DQ0860
 DQ0860.The horizontal coordinates were determined by differentially corrected
 DQ0860.hand held GPS observations or other comparable positioning techniques
 DQ0860.and have an estimated accuracy of +/- 3 meters.
 DQ0860
 DQ0860.The orthometric height was determined by differential leveling and
 DQ0860.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0860.in February 2016.
 DQ0860
 DQ0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0860.GEOID18 height accuracy estimate available here.
 DQ0860
 DQ0860.Click photographs - Photos may exist for this station.
 DQ0860
 DQ0860.The dynamic height is computed by dividing the NAVD 88
 DQ0860.geopotential number by the normal gravity value computed on the
 DQ0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0860.degrees latitude (g = 980.6199 gals.).
 DQ0860
 DQ0860.The modeled gravity was interpolated from observed gravity values.
 DQ0860
 DQ0860;                    North         East    Units  Estimated Accuracy
 DQ0860;SPC NJ       -   161,600.8     177,957.1     MT  (+/- 3 meters HH1 GPS) 
 DQ0860
 DQ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7044860111(NAD 83)
 DQ0860
 DQ0860                          SUPERSEDED SURVEY CONTROL
 DQ0860
 DQ0860.No superseded survey control is available for this station.
 DQ0860
 DQ0860_MARKER: DD = SURVEY DISK
 DQ0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0860_SP_SET: BRICK BUILDING WALL
 DQ0860_STAMPING: 13 V 12 2015
 DQ0860_MARK LOGO: NJGS
 DQ0860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0860+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2015
 DQ0860
 DQ0860  HISTORY     - Date     Condition        Report By
 DQ0860  HISTORY     - 20150727 MONUMENTED       NJGS
 DQ0860
 DQ0860                          STATION DESCRIPTION
 DQ0860
 DQ0860'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0860'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH-NORTHEAST OF
 DQ0860'LAKEWOOD, 5.6 MI (9.0 KM) SOUTHEAST OF ADELPHIA AND 1.7 MI (2.7 KM)
 DQ0860'SOUTH OF FARMINGDALE, IN COLTS NECK TOWNSHIP.
 DQ0860'
 DQ0860'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 34 AND COUNTY
 DQ0860'ROAD 537, GO 0.1 MI (0.2 KM) EAST-NORTHEAST OF COUNTY ROAD 537 TO THE
 DQ0860'STATION ON THE RIGHT, STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST
 DQ0860'FACE OF THE BRICK WALL AT THE SOUTHWEST CORNER OF A FORMER TOWNSHIP
 DQ0860'SCHOOL BUILDING, NOW BEING USED FOR BUSINESSES (NUMBER 20).
 DQ0860'
 DQ0860'THE STATION IS 91 FT (27.7 M) SOUTHEAST OF THE CENTERLINE OF ROUTE
 DQ0860'537, 33 FT (10.1 M) NORTHEAST OF THE NORTH CURBING OF THE PARKING LOT,
 DQ0860'59 FT (18.0 M) EAST OF POLE NUMBER JC374CN, 30 FT (9.1 M) NORTHWEST OF
 DQ0860'THE CENTERLINE OF AN ENTRANCE DOOR ON THE SOUTHWEST SIDE OF THE
 DQ0860'BUILDING, 88 FT (26.8 M) SOUTHWEST OF THE CENTERLINE OF THE FRONT
 DQ0860'ENTRANCE DOORS ON THE NORTHWEST SIDE OF THE BUILDING.  THE STATION IS
 DQ0860'ABOUT 3 FT (0.9 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5296 ***********************************************************************
 DR5296  DESIGNATION -  13 V 13
 DR5296  PID         -  DR5296
 DR5296  STATE/COUNTY-  NJ/MONMOUTH
 DR5296  COUNTRY     -  US
 DR5296  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5296
 DR5296                         *CURRENT SURVEY CONTROL
 DR5296  ______________________________________________________________________
 DR5296* NAD 83(1986) POSITION- 40 24 16.24   (N) 074 01 14.38   (W)   HD_HELD1
 DR5296* NAVD 88 ORTHO HEIGHT -    48.618 (meters)      159.51  (feet) ADJUSTED
 DR5296  ______________________________________________________________________
 DR5296  GEOID HEIGHT    -        -32.513 (meters)                     GEOID18
 DR5296  DYNAMIC HEIGHT  -         48.597 (meters)      159.44  (feet) COMP
 DR5296  MODELED GRAVITY -    980,197.1   (mgal)                       NAVD 88
 DR5296
 DR5296  VERT ORDER      -  FIRST     CLASS II
 DR5296
 DR5296.The horizontal coordinates were determined by differentially corrected
 DR5296.hand held GPS observations or other comparable positioning techniques
 DR5296.and have an estimated accuracy of +/- 3 meters.
 DR5296
 DR5296.The orthometric height was determined by differential leveling and
 DR5296.adjusted by the NATIONAL GEODETIC SURVEY
 DR5296.in July 2020.
 DR5296
 DR5296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5296.GEOID18 height accuracy estimate available here.
 DR5296
 DR5296.Click photographs - Photos may exist for this station.
 DR5296
 DR5296.The dynamic height is computed by dividing the NAVD 88
 DR5296.geopotential number by the normal gravity value computed on the
 DR5296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5296.degrees latitude (g = 980.6199 gals.).
 DR5296
 DR5296.The modeled gravity was interpolated from observed gravity values.
 DR5296
 DR5296;                    North         East    Units  Estimated Accuracy
 DR5296;SPC NJ       -   174,536.5     190,686.0     MT  (+/- 3 meters HH1 GPS) 
 DR5296
 DR5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8310173115(NAD 83)
 DR5296
 DR5296                          SUPERSEDED SURVEY CONTROL
 DR5296
 DR5296.No superseded survey control is available for this station.
 DR5296
 DR5296_MARKER: DD = SURVEY DISK
 DR5296_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5296+WITH SETTING: PAVEMENT
 DR5296_SP_SET: CULVERT OUTLET
 DR5296_STAMPING: 13 V 13 2018
 DR5296_MARK LOGO: NJGS
 DR5296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5296+STABILITY: SURFACE MOTION
 DR5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5296+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2018
 DR5296
 DR5296  HISTORY     - Date     Condition        Report By
 DR5296  HISTORY     - 20181203 MONUMENTED       NJGS
 DR5296
 DR5296                          STATION DESCRIPTION
 DR5296
 DR5296'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5296'THE STATION IS ABOUT 12.7 MI (20.4 KM) NORTH OF ASBURY PARK, 9.7 MI
 DR5296'(15.6 KM) EAST-SOUTHEAST OF KEYPORT AND 7.1 MI (11.4 KM)
 DR5296'NORTH-NORTHWEST OF LONG BRANCH, IN MIDDLETOWN TOWNSHIP, NEAR ATLANTIC
 DR5296'HIGHLANDS.
 DR5296'
 DR5296'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE ROUTE 36 BRIDGE
 DR5296'OVER SHREWSBURY RIVER NEAR, SANDY HOOK, GO 2.25 MI (3.62 KM) WEST ON
 DR5296'NEW JERSEY STATE ROUTE 36 NORTH TO MILEPOST 14 AND THE STATION ACROSS
 DR5296'THE HIGHWAY SET IN A DRILL HOLE IN THE CULVERT HEADWALL FOR A
 DR5296'DETENTION BASIN OUTFLOW PIPE.
 DR5296'
 DR5296'THE STATION IS IN THE DETENTION BASIN ON THE SOUTHEAST SIDE OF NEW
 DR5296'JERSEY STATE ROUTE 36 NORTHEAST OF BIRCH STREET, 110.75 FT (33.8 M)
 DR5296'NORTHEAST OF THE CENTERLINE OF BIRCH STREET, 67.4 FT (20.5 M)
 DR5296'SOUTH-SOUTHWEST OF A MANHOLE LABELLED MTS, 35.25 FT (10.7 M)
 DR5296'WEST-SOUTHWEST OF A POWER LINE POLE BT5367MDT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5294 ***********************************************************************
 DR5294  DESIGNATION -  13 V 14
 DR5294  PID         -  DR5294
 DR5294  STATE/COUNTY-  NJ/MONMOUTH
 DR5294  COUNTRY     -  US
 DR5294  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5294
 DR5294                         *CURRENT SURVEY CONTROL
 DR5294  ______________________________________________________________________
 DR5294* NAD 83(1986) POSITION- 40 21 12.63   (N) 074 04 31.35   (W)   HD_HELD1
 DR5294* NAVD 88 ORTHO HEIGHT -     6.962 (meters)       22.84  (feet) ADJUSTED
 DR5294  ______________________________________________________________________
 DR5294  GEOID HEIGHT    -        -32.487 (meters)                     GEOID18
 DR5294  DYNAMIC HEIGHT  -          6.959 (meters)       22.83  (feet) COMP
 DR5294  MODELED GRAVITY -    980,203.0   (mgal)                       NAVD 88
 DR5294
 DR5294  VERT ORDER      -  FIRST     CLASS II
 DR5294
 DR5294.The horizontal coordinates were determined by differentially corrected
 DR5294.hand held GPS observations or other comparable positioning techniques
 DR5294.and have an estimated accuracy of +/- 3 meters.
 DR5294
 DR5294.The orthometric height was determined by differential leveling and
 DR5294.adjusted by the NATIONAL GEODETIC SURVEY
 DR5294.in July 2020.
 DR5294
 DR5294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5294.GEOID18 height accuracy estimate available here.
 DR5294
 DR5294.Click photographs - Photos may exist for this station.
 DR5294
 DR5294.The dynamic height is computed by dividing the NAVD 88
 DR5294.geopotential number by the normal gravity value computed on the
 DR5294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5294.degrees latitude (g = 980.6199 gals.).
 DR5294
 DR5294.The modeled gravity was interpolated from observed gravity values.
 DR5294
 DR5294;                    North         East    Units  Estimated Accuracy
 DR5294;SPC NJ       -   168,849.9     186,069.1     MT  (+/- 3 meters HH1 GPS) 
 DR5294
 DR5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7851767404(NAD 83)
 DR5294
 DR5294                          SUPERSEDED SURVEY CONTROL
 DR5294
 DR5294.No superseded survey control is available for this station.
 DR5294
 DR5294_MARKER: DD = SURVEY DISK
 DR5294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5294_STAMPING: 13 V 14 2018
 DR5294_MARK LOGO: NJGS
 DR5294_PROJECTION: FLUSH
 DR5294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5294+STABILITY: SURFACE MOTION
 DR5294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5294+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5294
 DR5294  HISTORY     - Date     Condition        Report By
 DR5294  HISTORY     - UNK      MONUMENTED       NJDT
 DR5294  HISTORY     - 20181218 GOOD             NJGS
 DR5294
 DR5294                          STATION DESCRIPTION
 DR5294
 DR5294'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5294'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-NORTHEAST OF MARLBORO,
 DR5294'8.6 MI (13.8 KM) SOUTHEAST OF KEYPORT AND 5.5 MI (8.8 KM) NORTHWEST OF
 DR5294'LONG BRANCH, IN RED BANK.
 DR5294'
 DR5294'THE MARK IS LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DR5294'BRIDGE AVENUE AND RIVERSIDE AVENUE (NEW JERSEY STATE ROUTE 35).
 DR5294'
 DR5294'THE STATION IS 8.3 FT (2.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 DR5294'CONCRETE GAS PUMP ISLAND FOR A GAS STATION ON THE CORNER, 51 FT (15.5
 DR5294'M) WEST OF THE WEST CURB LINE OF BRIDGE STREET, 46.5 FT (14.2 M)
 DR5294'WEST-SOUTHWEST OF POLE NUMBER BT60084RB, 49.5 FT (15.1 M) EAST OF A
 DR5294'POLE WITH NO NUMBER, 30.8 FT (9.4 M) SOUTH OF THE GUTTER LINE OF
 DR5294'RIVERSIDE AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5360 ***********************************************************************
 DR5360  DESIGNATION -  13 V 15
 DR5360  PID         -  DR5360
 DR5360  STATE/COUNTY-  NJ/MONMOUTH
 DR5360  COUNTRY     -  US
 DR5360  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5360
 DR5360                         *CURRENT SURVEY CONTROL
 DR5360  ______________________________________________________________________
 DR5360* NAD 83(1986) POSITION- 40 25 45.39   (N) 074 06 22.62   (W)   HD_HELD1
 DR5360* NAVD 88 ORTHO HEIGHT -     3.447 (meters)       11.31  (feet) ADJUSTED
 DR5360  ______________________________________________________________________
 DR5360  GEOID HEIGHT    -        -32.368 (meters)                     GEOID18
 DR5360  DYNAMIC HEIGHT  -          3.446 (meters)       11.31  (feet) COMP
 DR5360  MODELED GRAVITY -    980,218.8   (mgal)                       NAVD 88
 DR5360
 DR5360  VERT ORDER      -  FIRST     CLASS II
 DR5360
 DR5360.The horizontal coordinates were determined by differentially corrected
 DR5360.hand held GPS observations or other comparable positioning techniques
 DR5360.and have an estimated accuracy of +/- 3 meters.
 DR5360
 DR5360.The orthometric height was determined by differential leveling and
 DR5360.adjusted by the NATIONAL GEODETIC SURVEY
 DR5360.in July 2020.
 DR5360
 DR5360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5360.GEOID18 height accuracy estimate available here.
 DR5360
 DR5360.Click photographs - Photos may exist for this station.
 DR5360
 DR5360.The dynamic height is computed by dividing the NAVD 88
 DR5360.geopotential number by the normal gravity value computed on the
 DR5360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5360.degrees latitude (g = 980.6199 gals.).
 DR5360
 DR5360.The modeled gravity was interpolated from observed gravity values.
 DR5360
 DR5360;                    North         East    Units  Estimated Accuracy
 DR5360;SPC NJ       -   177,250.2     183,406.2     MT  (+/- 3 meters HH1 GPS) 
 DR5360
 DR5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7580875787(NAD 83)
 DR5360
 DR5360                          SUPERSEDED SURVEY CONTROL
 DR5360
 DR5360.No superseded survey control is available for this station.
 DR5360
 DR5360_MARKER: DB = BENCH MARK DISK
 DR5360_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5360_SP_SET: CURB
 DR5360_STAMPING: 13 V 15 2018
 DR5360_MARK LOGO: NJGS
 DR5360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5360+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DR5360
 DR5360  HISTORY     - Date     Condition        Report By
 DR5360  HISTORY     - 20180822 MONUMENTED       NJGS
 DR5360
 DR5360                          STATION DESCRIPTION
 DR5360
 DR5360'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5360'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST-SOUTHEAST OF SOUTH
 DR5360'AMBOY JUNCTION, 10.0 MI (16.1 KM) EAST-SOUTHEAST OF PERTH AMBOY AND
 DR5360'4.9 MI (7.9 KM) EAST OF KEYPORT, IN MIDDLETOWN TOWNSHIP.
 DR5360'
 DR5360'THE STATION IS SET IN A DRILL HOLE IN THE CURB ON THE SOUTHWEST SIDE
 DR5360'OF BRAY AVENUE AT THE NORTH SIDE OF THE HENRY HUDSON TRAIL CROSSING.
 DR5360'
 DR5360'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND MAIN
 DR5360'STREET, GO 0.05 MI (0.08 KM) NORTHEAST ON MAIN STREET TO THE
 DR5360'T-JUNCTION WITH BRAY AVENUE.  TURN LEFT AND GO 0.1 MI (0.2 KM)
 DR5360'NORTH-NORTHWEST ON BRAY AVENUE TO THE STATION ON THE LEFT.
 DR5360'
 DR5360'THE STATION IS 15 FT (4.6 M) SOUTHWEST OF THE CENTERLINE OF BRAY
 DR5360'AVENUE, 39 FT (11.9 M) SOUTHEAST OF POLE NUMBER BT114MDT, 45 FT (13.7
 DR5360'M) NORTH-NORTHEAST OF THE TRAIL CROSSING, 84 FT (25.6 M) NORTHWEST OF
 DR5360'POLE NUMBER JC705MDT, 96 FT (29.3 M) SOUTHEAST OF THE CENTERLINE
 DR5360'EXTENDED OF MARY PLACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6327 ***********************************************************************
 KV6327  DESIGNATION -  13 V 2
 KV6327  PID         -  KV6327
 KV6327  STATE/COUNTY-  NJ/MONMOUTH
 KV6327  COUNTRY     -  US
 KV6327  USGS QUAD   -  ALLENTOWN (2016)
 KV6327
 KV6327                         *CURRENT SURVEY CONTROL
 KV6327  ______________________________________________________________________
 KV6327* NAD 83(1986) POSITION- 40 10 36.09   (N) 074 32 08.13   (W)   HD_HELD1
 KV6327* NAVD 88 ORTHO HEIGHT -    39.806 (meters)      130.60  (feet) ADJUSTED
 KV6327  ______________________________________________________________________
 KV6327  GEOID HEIGHT    -        -32.530 (meters)                     GEOID18
 KV6327  DYNAMIC HEIGHT  -         39.790 (meters)      130.54  (feet) COMP
 KV6327  MODELED GRAVITY -    980,209.9   (mgal)                       NAVD 88
 KV6327
 KV6327  VERT ORDER      -  FIRST     CLASS II
 KV6327
 KV6327.The horizontal coordinates were determined by differentially corrected
 KV6327.hand held GPS observations or other comparable positioning techniques
 KV6327.and have an estimated accuracy of +/- 3 meters.
 KV6327
 KV6327.The orthometric height was determined by differential leveling and
 KV6327.adjusted by the NATIONAL GEODETIC SURVEY
 KV6327.in June 1991.
 KV6327
 KV6327.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6327.GEOID18 height accuracy estimate available here.
 KV6327
 KV6327.Click photographs - Photos may exist for this station.
 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       -   149,132.2     146,968.8     MT  (+/- 3 meters HH1 GPS) 
 KV6327
 KV6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3953947471(NAD 83)
 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
 KV6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6327.See file dsdata.pdf to determine how the superseded data were derived.
 KV6327
 KV6327_MARKER: Z = SEE DESCRIPTION
 KV6327_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6976 ***********************************************************************
 KV6976  DESIGNATION -  13 V 3
 KV6976  PID         -  KV6976
 KV6976  STATE/COUNTY-  NJ/MONMOUTH
 KV6976  COUNTRY     -  US
 KV6976  USGS QUAD   -  FREEHOLD (2019)
 KV6976
 KV6976                         *CURRENT SURVEY CONTROL
 KV6976  ______________________________________________________________________
 KV6976* NAD 83(2011) POSITION- 40 18 35.71537(N) 074 19 15.48206(W)   ADJUSTED
 KV6976* NAD 83(2011) ELLIP HT-    11.385 (meters)        (06/27/12)   ADJUSTED
 KV6976* NAD 83(2011) EPOCH   -  2010.00
 KV6976* NAVD 88 ORTHO HEIGHT -    43.8   (meters)      144.    (feet) GPS OBS
 KV6976  ______________________________________________________________________
 KV6976  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6976  GEOID HEIGHT    -        -32.680 (meters)                     GEOID93
 KV6976  GEOID HEIGHT    -        -32.387 (meters)                     GEOID18
 KV6976  NAD 83(2011) X  -  1,316,250.268 (meters)                     COMP
 KV6976  NAD 83(2011) Y  - -4,689,296.132 (meters)                     COMP
 KV6976  NAD 83(2011) Z  -  4,104,294.779 (meters)                     COMP
 KV6976  LAPLACE CORR    -          2.66  (seconds)                    DEFLEC18
 KV6976
 KV6976  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6976  Standards:
 KV6976         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6976            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6976  -------------------------------------------------------------------
 KV6976  NETWORK    0.40   0.67           0.17   0.16   0.34      0.02160770
 KV6976  -------------------------------------------------------------------
 KV6976  Click here for local accuracies and other accuracy information.
 KV6976
 KV6976.The horizontal coordinates were established by GPS observations
 KV6976.and adjusted by the National Geodetic Survey in June 2012.
 KV6976
 KV6976.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6976.been affixed to the stable North American tectonic plate. See 
 KV6976.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6976
 KV6976.The horizontal coordinates are valid at the epoch date displayed above
 KV6976.which is a decimal equivalence of Year/Month/Day.
 KV6976
 KV6976.The orthometric height was determined by GPS observations and a
 KV6976.high-resolution geoid model.
 KV6976
 KV6976.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6976.GEOID18 height accuracy estimate available here.
 KV6976
 KV6976.Click photographs - Photos may exist for this station.
 KV6976
 KV6976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6976
 KV6976.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6976
 KV6976.The ellipsoidal height was determined by GPS observations
 KV6976.and is referenced to NAD 83.
 KV6976
 KV6976. The following values were computed from the NAD 83(2011) position.
 KV6976
 KV6976;                    North         East     Units Scale Factor Converg.
 KV6976;SPC NJ       -   163,939.228   165,217.439   MT  0.99990285   +0 06 57.0
 KV6976;SPC NJ       -   537,857.28    542,050.88   sFT  0.99990285   +0 06 57.0
 KV6976;UTM  18      - 4,462,377.528   557,699.363   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5769962377(NAD 83)
 KV6976
 KV6976                          SUPERSEDED SURVEY CONTROL
 KV6976
 KV6976  NAD 83(2007)-  40 18 35.71578(N)    074 19 15.48256(W) AD(2002.00) 0
 KV6976  ELLIP H (02/10/07)   11.395  (m)                       GP(2002.00)    
 KV6976  ELLIP H (10/23/02)   11.402  (m)                       GP(       ) 4 1
 KV6976  NAD 83(1996)-  40 18 35.71580(N)    074 19 15.48284(W) AD(       ) 1
 KV6976  ELLIP H (05/14/99)   11.399  (m)                       GP(       ) 4 1
 KV6976  NAD 83(1992)-  40 18 35.71510(N)    074 19 15.48293(W) AD(       ) 1
 KV6976  ELLIP H (09/14/94)   11.345  (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
 KV6976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6976.See file dsdata.pdf to determine how the superseded data were derived.
 KV6976
 KV6976_MARKER: DD = SURVEY DISK
 KV6976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6976_STAMPING: 13 V 3 1991
 KV6976_MARK LOGO: NJGS
 KV6976_PROJECTION: FLUSH
 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 - July 25, 2019
 KV6976
 KV6976  HISTORY     - Date     Condition        Report By
 KV6976  HISTORY     - 1991     MONUMENTED       NJGS
 KV6976  HISTORY     - 19930806 GOOD             NJGS
 KV6976  HISTORY     - 20010513 GOOD             USPSQD
 KV6976  HISTORY     - 20121212 GOOD             INDIV
 KV6976  HISTORY     - 20170126 GOOD             AAAS
 KV6976  HISTORY     - 20190725 GOOD             NJGS
 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.
 KV6976
 KV6976                          STATION RECOVERY (2012)
 KV6976
 KV6976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (GPY)
 KV6976'RECOVERED IN GOOD CONDITION.
 KV6976
 KV6976                          STATION RECOVERY (2017)
 KV6976
 KV6976'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 KV6976'RECOVERED IN GOOD CONDITION.
 KV6976
 KV6976                          STATION RECOVERY (2019)
 KV6976
 KV6976'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6976'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP, 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 WEST SIDE OF THE
 KV6976'WEST DRIVEWAY ENTRANCE TO A STRIP MALL NAMED GORDONS CENTER.
 KV6976'
 KV6976'TO REACH THE STATION FROM MAIN STREET, COUNTY ROAD 527 AND GORDONS
 KV6976'CORNER ROAD IN THE BOROUGH OF ENGLISHTOWN, GO 2.1 MI (3.4 KM)
 KV6976'EAST-NORTHEAST ON COUNTY ROAD 22 TO THE STATION ON THE RIGHT.  TO
 KV6976'REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 22, COUNTY ROAD 3
 KV6976'AND U.S.HIGHWAY 9, IN GORDONS CORNER, GO 1.0 MI (1.6 KM) SOUTHWEST ON
 KV6976'COUNTY ROAD 22 TO THE STATION ON THE LEFT.
 KV6976'
 KV6976'THE STATION IS 129 FT (39.3 M) NORTHWEST OF THE NORTHWEST CORNER OF
 KV6976'BRICK BUILDING CALLED AMBOY BANK, 128 FT (39.0 M) EAST OF POLE
 KV6976'BT3442MPN, 38.5 FT (11.7 M) SOUTHWEST OF ENTRANCE TO CVS PHARMACY AND
 KV6976'AMBOY BANK, 31 FT (9.4 M) NORTH-NORTHWEST OF FIRE HYDRANT, 10 FT (3.0
 KV6976'M) SOUTH OF THE SOUTH CURB LINE OF GORDEN CORNERS ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5244 ***********************************************************************
 AA5244  DESIGNATION -  13 V 5
 AA5244  PID         -  AA5244
 AA5244  STATE/COUNTY-  NJ/MONMOUTH
 AA5244  COUNTRY     -  US
 AA5244  USGS QUAD   -  LONG BRANCH WEST (2016)
 AA5244
 AA5244                         *CURRENT SURVEY CONTROL
 AA5244  ______________________________________________________________________
 AA5244* NAD 83(2011) POSITION- 40 17 06.52288(N) 074 04 29.27632(W)   ADJUSTED
 AA5244* NAD 83(2011) ELLIP HT-    -7.571 (meters)        (06/27/12)   ADJUSTED
 AA5244* NAD 83(2011) EPOCH   -  2010.00
 AA5244* NAVD 88 ORTHO HEIGHT -    25.0   (meters)       82.    (feet) GPS OBS
 AA5244  ______________________________________________________________________
 AA5244  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5244  GEOID HEIGHT    -         -32.87 (meters)                     GEOID93
 AA5244  GEOID HEIGHT    -        -32.591 (meters)                     GEOID18
 AA5244  NAD 83(2011) X  -  1,336,869.608 (meters)                     COMP
 AA5244  NAD 83(2011) Y  - -4,685,294.773 (meters)                     COMP
 AA5244  NAD 83(2011) Z  -  4,102,184.264 (meters)                     COMP
 AA5244  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC18
 AA5244
 AA5244  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5244  Standards:
 AA5244         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5244            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5244  -------------------------------------------------------------------
 AA5244  NETWORK    0.46   0.76           0.20   0.17   0.39      0.00557592
 AA5244  -------------------------------------------------------------------
 AA5244  Click here for local accuracies and other accuracy information.
 AA5244
 AA5244.The horizontal coordinates were established by GPS observations
 AA5244.and adjusted by the National Geodetic Survey in June 2012.
 AA5244
 AA5244.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5244.been affixed to the stable North American tectonic plate. See 
 AA5244.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5244
 AA5244.The horizontal coordinates are valid at the epoch date displayed above
 AA5244.which is a decimal equivalence of Year/Month/Day.
 AA5244
 AA5244.The orthometric height was determined by GPS observations and a
 AA5244.high-resolution geoid model.
 AA5244
 AA5244.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5244.GEOID18 height accuracy estimate available here.
 AA5244
 AA5244.Click photographs - Photos may exist for this station.
 AA5244
 AA5244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5244
 AA5244.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5244
 AA5244.The ellipsoidal height was determined by GPS observations
 AA5244.and is referenced to NAD 83.
 AA5244
 AA5244. The following values were computed from the NAD 83(2011) position.
 AA5244
 AA5244;                    North         East     Units Scale Factor Converg.
 AA5244;SPC NJ       -   161,259.765   186,154.513   MT  0.99991609   +0 16 29.8
 AA5244;SPC NJ       -   529,066.41    610,741.93   sFT  0.99991609   +0 16 29.8
 AA5244;UTM  18      - 4,459,816.925   578,645.971   MT  0.99967614   +0 35 53.7
 AA5244
 AA5244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5244!SPC NJ       -   1.00000119  x   0.99991609  =   0.99991728
 AA5244!UTM  18      -   1.00000119  x   0.99967614  =   0.99967733
 AA5244
 AA5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7864559816(NAD 83)
 AA5244
 AA5244                          SUPERSEDED SURVEY CONTROL
 AA5244
 AA5244  NAD 83(2007)-  40 17 06.52329(N)    074 04 29.27677(W) AD(2002.00) 0
 AA5244  ELLIP H (02/10/07)   -7.561  (m)                       GP(2002.00)    
 AA5244  ELLIP H (10/23/02)   -7.546  (m)                       GP(       ) 4 1
 AA5244  NAD 83(1996)-  40 17 06.52319(N)    074 04 29.27685(W) AD(       ) 1
 AA5244  ELLIP H (05/14/99)   -7.562  (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)   -7.586  (m)                       GP(       ) 3 1
 AA5244
 AA5244.Superseded values are not recommended for survey control.
 AA5244
 AA5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5244.See file dsdata.pdf to determine how the superseded data were derived.
 AA5244
 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 = JULY 24, 2026 22:12:30 EDT
 DM6968 ***********************************************************************
 DM6968  DESIGNATION -  13 V 6
 DM6968  PID         -  DM6968
 DM6968  STATE/COUNTY-  NJ/MONMOUTH
 DM6968  COUNTRY     -  US
 DM6968  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6968
 DM6968                         *CURRENT SURVEY CONTROL
 DM6968  ______________________________________________________________________
 DM6968* NAD 83(1986) POSITION- 40 19 43.03   (N) 073 59 30.04   (W)   HD_HELD1
 DM6968* NAVD 88 ORTHO HEIGHT -     2.737 (meters)        8.98  (feet) ADJUSTED
 DM6968  ______________________________________________________________________
 DM6968  GEOID HEIGHT    -        -32.683 (meters)                     GEOID18
 DM6968  DYNAMIC HEIGHT  -          2.736 (meters)        8.98  (feet) COMP
 DM6968  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 DM6968
 DM6968  VERT ORDER      -  FIRST     CLASS II
 DM6968
 DM6968.The horizontal coordinates were determined by differentially corrected
 DM6968.hand held GPS observations or other comparable positioning techniques
 DM6968.and have an estimated accuracy of +/- 3 meters.
 DM6968
 DM6968.The orthometric height was determined by differential leveling and
 DM6968.adjusted by the NATIONAL GEODETIC SURVEY
 DM6968.in May 2011.
 DM6968
 DM6968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6968.GEOID18 height accuracy estimate available here.
 DM6968
 DM6968.Click photographs - Photos may exist for this station.
 DM6968
 DM6968.The dynamic height is computed by dividing the NAVD 88
 DM6968.geopotential number by the normal gravity value computed on the
 DM6968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6968.degrees latitude (g = 980.6199 gals.).
 DM6968
 DM6968.The modeled gravity was interpolated from observed gravity values.
 DM6968
 DM6968;                    North         East    Units  Estimated Accuracy
 DM6968;SPC NJ       -   166,123.9     193,194.6     MT  (+/- 3 meters HH1 GPS) 
 DM6968
 DM6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8565664719(NAD 83)
 DM6968
 DM6968                          SUPERSEDED SURVEY CONTROL
 DM6968
 DM6968.No superseded survey control is available for this station.
 DM6968
 DM6968_MARKER: DD = SURVEY DISK
 DM6968_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6968_SP_SET: BRIDGE ABUTMENT
 DM6968_STAMPING: 13 V 6 2008
 DM6968_MARK LOGO: NJGS
 DM6968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6968+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DM6968
 DM6968  HISTORY     - Date     Condition        Report By
 DM6968  HISTORY     - 20080507 MONUMENTED       NJGS
 DM6968  HISTORY     - 20180627 GOOD             NJGS
 DM6968
 DM6968                          STATION DESCRIPTION
 DM6968
 DM6968'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6968'THE STATION IS LOCATED IN MONMOUTH BEACH, SET IN A DRILL HOLE IN THE
 DM6968'NORTH CORNER OF THE EAST ABUTMENT AT THE SIDEWALK LEVEL FOR THE PATTEN
 DM6968'AVENUE BRIDGE SPANNING THE MANHASSET CREEK (BRIDGE NUMBER 0-40).
 DM6968'
 DM6968'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE (STATE ROUTE
 DM6968'36) AND BEACH ROAD, GO 0.4 MI (0.6 KM) WEST ON BEACH ROAD TO THE
 DM6968'JUNCTION WITH RIVERDALE AVENUE.  TURN RIGHT AND GO 0.05 MI (0.1 KM)
 DM6968'NORTH TO WESLEY STREET.  TURN LEFT AND GO 0.3 MI (0.5 KM) EAST TO THE
 DM6968'JUNCTION WITH PATTEN AVENUE.  TURN LEFT AND GO 0.3 MI (0.5 KM) SOUTH
 DM6968'TO THE STATION ON THE RIGHT.
 DM6968'
 DM6968'THE STATION IS 7.9 FT (2.4 M) SOUTHEAST OF A LIGHT POLE, 65.7 W OF THE
 DM6968'CONCRETE BALUSTRADE (WITH THE NAME PLATE) AT THE EAST END OF THE
 DM6968'BRIDGE, 6.1 FT (1.9 M) NORTH OF THE NORTH CURB OF PATTEN AVENUE, ABOUT
 DM6968'227 FT (69.2 M) EAST OF THE CENTER OF THE BRIDGE, 30.5 FT (9.3 M) WEST
 DM6968'OF AN INLET.
 DM6968
 DM6968                          STATION RECOVERY (2018)
 DM6968
 DM6968'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7190 ***********************************************************************
 DM7190  DESIGNATION -  13 V 7
 DM7190  PID         -  DM7190
 DM7190  STATE/COUNTY-  NJ/MONMOUTH
 DM7190  COUNTRY     -  US
 DM7190  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM7190
 DM7190                         *CURRENT SURVEY CONTROL
 DM7190  ______________________________________________________________________
 DM7190* NAD 83(1986) POSITION- 40 21 01.83   (N) 073 58 25.11   (W)   HD_HELD1
 DM7190* NAVD 88 ORTHO HEIGHT -     2.374 (meters)        7.79  (feet) ADJUSTED
 DM7190  ______________________________________________________________________
 DM7190  GEOID HEIGHT    -        -32.674 (meters)                     GEOID18
 DM7190  DYNAMIC HEIGHT  -          2.372 (meters)        7.78  (feet) COMP
 DM7190  MODELED GRAVITY -    980,177.0   (mgal)                       NAVD 88
 DM7190
 DM7190  VERT ORDER      -  FIRST     CLASS II
 DM7190
 DM7190.The horizontal coordinates were determined by differentially corrected
 DM7190.hand held GPS observations or other comparable positioning techniques
 DM7190.and have an estimated accuracy of +/- 3 meters.
 DM7190
 DM7190.The orthometric height was determined by differential leveling and
 DM7190.adjusted by the NATIONAL GEODETIC SURVEY
 DM7190.in July 2020.
 DM7190
 DM7190.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7190.GEOID18 height accuracy estimate available here.
 DM7190
 DM7190.Click photographs - Photos may exist for this station.
 DM7190
 DM7190.The dynamic height is computed by dividing the NAVD 88
 DM7190.geopotential number by the normal gravity value computed on the
 DM7190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7190.degrees latitude (g = 980.6199 gals.).
 DM7190
 DM7190.The modeled gravity was interpolated from observed gravity values.
 DM7190
 DM7190;                    North         East    Units  Estimated Accuracy
 DM7190;SPC NJ       -   168,563.2     194,712.7     MT  (+/- 3 meters HH1 GPS) 
 DM7190
 DM7190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8716067166(NAD 83)
 DM7190
 DM7190                          SUPERSEDED SURVEY CONTROL
 DM7190
 DM7190  NAVD 88 (05/25/11)    2.381  (m)            7.81   (f) SUPERSEDED  1 2
 DM7190
 DM7190.Superseded values are not recommended for survey control.
 DM7190
 DM7190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7190.See file dsdata.pdf to determine how the superseded data were derived.
 DM7190
 DM7190_MARKER: DD = SURVEY DISK
 DM7190_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM7190+WITH SETTING: PAVEMENT
 DM7190_SP_SET: FLAG POLE BASE
 DM7190_STAMPING: 13 V 7 2008
 DM7190_MARK LOGO: NJGS
 DM7190_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7190+STABILITY: SURFACE MOTION
 DM7190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7190+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2021
 DM7190
 DM7190  HISTORY     - Date     Condition        Report By
 DM7190  HISTORY     - 20080720 MONUMENTED       NJGS
 DM7190  HISTORY     - 20150817 GOOD             NJGS
 DM7190  HISTORY     - 20181017 GOOD             NJGS
 DM7190  HISTORY     - 20190808 GOOD             NJGS
 DM7190  HISTORY     - 20201230 GOOD             NJGS
 DM7190  HISTORY     - 20211011 GOOD             AAAS
 DM7190
 DM7190                          STATION DESCRIPTION
 DM7190
 DM7190'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7190'THE STATION IS LOCATED IN SEA BRIGHT, SET IN A DRILL HOLE IN THE
 DM7190'SOUTHWEST CORNER OF THE BASE FOR A FLAG POLE IN FRONT OF THE DRIFTWOOD
 DM7190'CABANA CLUB.
 DM7190'
 DM7190'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE (NJ STATE ROUTE
 DM7190'36) AND THE SEA BRIGHT-RUMSOM (COUNTY ROUTE 520) BRIDGE CROSSING THE
 DM7190'SHREWSBURY RIVER IN SEA BRIGHT, GO 1.05 MI (1.7 KM) SOUTH ON OCEAN
 DM7190'AVENUE TO THE STATION ON THE LEFT.
 DM7190'
 DM7190'THE STATION IS 170.0 FT (51.8 M) NORTH OF THE CENTERLINE OF IMBRIE
 DM7190'PLACE, 22.0 FT (6.7 M) EAST OF THE EAST CURB OF OCEAN AVENUE, 42.0 FT
 DM7190'(12.8 M) EAST OF THE CENTERLINE OF OCEAN AVENUE, 4.8 FT (1.5 M) EAST
 DM7190'OF THE WEST FACE OF A BRICK WALL, 51.0 FT (15.5 M) SOUTH OF THE
 DM7190'CENTERLINE OF THE DRIVEWAY TO THE CABANA CLUB.
 DM7190'
 DM7190'THE STATION IS ABOUT 3 FT (0.9 M) HIGHER THAN THE SIDEWALK IN THE
 DM7190'PARKING AREA.
 DM7190
 DM7190                          STATION RECOVERY (2015)
 DM7190
 DM7190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 DM7190'THE STATION IS LOCATED ABOUT 13.2 MI (21.2 KM) EAST-SOUTHEAST FROM THE
 DM7190'BOROUGH OF KEYPORT, 9.2 MI (14.8 KM) NORTH-NORTHEAST FROM THE CITY OF
 DM7190'ASBURY PARK AND 3.4 MI (5.5 KM) NORTH-NORTHEAST FROM THE CITY OF LONG
 DM7190'BRANCH.
 DM7190'
 DM7190'THE DISK IS STAMPED 13 V 3 2008, NOT 13 V 7 2008 AS NOTED IN THE
 DM7190'ORIGINAL DESCRIPTION.
 DM7190
 DM7190                          STATION RECOVERY (2018)
 DM7190
 DM7190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM7190'RECOVERED AS DESCRIBED.
 DM7190'
 DM7190'NOTE-THE NUMBER 7 OF THE STAMPING IS SEVERELY SCARRED AND MAY APPEAR
 DM7190'TO BE A 3.
 DM7190
 DM7190                          STATION RECOVERY (2019)
 DM7190
 DM7190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DM7190'THE STATION IS LOCATED ABOUT 13.2 MI (21.2 KM) EAST-SOUTHEAST OF
 DM7190'KEYPORT, 9.2 MI (14.8 KM) NORTH-NORTHEAST OF ASBURY PARK AND 3.4 MI
 DM7190'(5.5 KM) NORTH-NORTHEAST OF LONG BRANCH.
 DM7190'
 DM7190'RECOVERED AT THIS TIME.  THE STAMPING HAS BEEN CHANGED, THE 3 HAS BEEN
 DM7190'CHANGED TO 7 TO REFLECT THE DESIGNATION.
 DM7190
 DM7190                          STATION RECOVERY (2020)
 DM7190
 DM7190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DM7190'RECOVERED IN GOOD CONDITION.
 DM7190
 DM7190                          STATION RECOVERY (2021)
 DM7190
 DM7190'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM7190'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DM7190'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7983 ***********************************************************************
 DP7983  DESIGNATION -  13 V 8
 DP7983  PID         -  DP7983
 DP7983  STATE/COUNTY-  NJ/MONMOUTH
 DP7983  COUNTRY     -  US
 DP7983  USGS QUAD   -  POINT PLEASANT (2019)
 DP7983
 DP7983                         *CURRENT SURVEY CONTROL
 DP7983  ______________________________________________________________________
 DP7983* NAD 83(1986) POSITION- 40 07 00.18   (N) 074 03 12.43   (W)   HD_HELD1
 DP7983* NAVD 88 ORTHO HEIGHT -     2.035 (meters)        6.68  (feet) ADJUSTED
 DP7983  ______________________________________________________________________
 DP7983  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 DP7983  DYNAMIC HEIGHT  -          2.034 (meters)        6.67  (feet) COMP
 DP7983  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 DP7983
 DP7983  VERT ORDER      -  FIRST     CLASS II
 DP7983
 DP7983.The horizontal coordinates were determined by differentially corrected
 DP7983.hand held GPS observations or other comparable positioning techniques
 DP7983.and have an estimated accuracy of +/- 3 meters.
 DP7983
 DP7983.The orthometric height was determined by differential leveling and
 DP7983.adjusted by the NATIONAL GEODETIC SURVEY
 DP7983.in September 2015.
 DP7983
 DP7983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7983.GEOID18 height accuracy estimate available here.
 DP7983
 DP7983.Click photographs - Photos may exist for this station.
 DP7983
 DP7983.The dynamic height is computed by dividing the NAVD 88
 DP7983.geopotential number by the normal gravity value computed on the
 DP7983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7983.degrees latitude (g = 980.6199 gals.).
 DP7983
 DP7983.The modeled gravity was interpolated from observed gravity values.
 DP7983
 DP7983;                    North         East    Units  Estimated Accuracy
 DP7983;SPC NJ       -   142,568.4     188,063.6     MT  (+/- 3 meters HH1 GPS) 
 DP7983
 DP7983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8065941141(NAD 83)
 DP7983
 DP7983                          SUPERSEDED SURVEY CONTROL
 DP7983
 DP7983.No superseded survey control is available for this station.
 DP7983
 DP7983_MARKER: DD = SURVEY DISK
 DP7983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7983_SP_SET: BRIDGE CULVERT HEADWALL
 DP7983_STAMPING: 13 V 8 2012
 DP7983_MARK LOGO: NJGS
 DP7983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7983+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2012
 DP7983
 DP7983  HISTORY     - Date     Condition        Report By
 DP7983  HISTORY     - 20120518 MONUMENTED       NJGS
 DP7983
 DP7983                          STATION DESCRIPTION
 DP7983
 DP7983'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7983'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF
 DP7983'ASBURY PARK, 2.5 MI (4.0 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 1.8
 DP7983'MI (2.9 KM) NORTH OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN
 DP7983'THE BOROUGH OF MANASQUAN.
 DP7983'
 DP7983'THE STATION IS ON THE NORTHWEST SIDE OF UNION AVENUE (STATE HIGHWAY
 DP7983'71) SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHWEST CULVERT
 DP7983'HEADWALL OF THE BRIDGE CARRYING STATE HIGHWAY 71 OVER ROBERT SWAMP
 DP7983'BROOK, STRUCTURE NO. 1320 155, MILEPOST 0.68, JUST NORTHEAST OF THE
 DP7983'DICKSON SUPPLY COMPANY HARDWARE STORE.
 DP7983'
 DP7983'THE STATION IS 20.0 FT (6.1 M) NORTHWEST FROM THE CENTERLINE OF STATE
 DP7983'HIGHWAY 71, 7.8 FT (2.4 M) NORTHEAST FROM A WOODEN POST WITH SIGN,
 DP7983'WELCOME TO BRIELLE AND 66.8 FT (20.4 M) SOUTHWEST AND ACROSS THE ROAD
 DP7983'FROM WOOD UTILITY POLE NUMBER JC 171 MSN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7890 ***********************************************************************
 DP7890  DESIGNATION -  13 V 9
 DP7890  PID         -  DP7890
 DP7890  STATE/COUNTY-  NJ/MONMOUTH
 DP7890  COUNTRY     -  US
 DP7890  USGS QUAD   -  POINT PLEASANT (2019)
 DP7890
 DP7890                         *CURRENT SURVEY CONTROL
 DP7890  ______________________________________________________________________
 DP7890* NAD 83(1986) POSITION- 40 07 19.39   (N) 074 04 45.39   (W)   HD_HELD1
 DP7890* NAVD 88 ORTHO HEIGHT -    28.175 (meters)       92.44  (feet) ADJUSTED
 DP7890  ______________________________________________________________________
 DP7890  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 DP7890  DYNAMIC HEIGHT  -         28.162 (meters)       92.39  (feet) COMP
 DP7890  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 DP7890
 DP7890  VERT ORDER      -  FIRST     CLASS II
 DP7890
 DP7890.The horizontal coordinates were determined by differentially corrected
 DP7890.hand held GPS observations or other comparable positioning techniques
 DP7890.and have an estimated accuracy of +/- 3 meters.
 DP7890
 DP7890.The orthometric height was determined by differential leveling and
 DP7890.adjusted by the NATIONAL GEODETIC SURVEY
 DP7890.in September 2015.
 DP7890
 DP7890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7890.GEOID18 height accuracy estimate available here.
 DP7890
 DP7890.Click photographs - Photos may exist for this station.
 DP7890
 DP7890.The dynamic height is computed by dividing the NAVD 88
 DP7890.geopotential number by the normal gravity value computed on the
 DP7890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7890.degrees latitude (g = 980.6199 gals.).
 DP7890
 DP7890.The modeled gravity was interpolated from observed gravity values.
 DP7890
 DP7890;                    North         East    Units  Estimated Accuracy
 DP7890;SPC NJ       -   143,150.1     185,859.8     MT  (+/- 3 meters HH1 GPS) 
 DP7890
 DP7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7845341710(NAD 83)
 DP7890
 DP7890                          SUPERSEDED SURVEY CONTROL
 DP7890
 DP7890.No superseded survey control is available for this station.
 DP7890
 DP7890_MARKER: DD = SURVEY DISK
 DP7890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7890_STAMPING: 13 V 9 2013
 DP7890_MARK LOGO: NJDT
 DP7890_PROJECTION: FLUSH
 DP7890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7890+STABILITY: SURFACE MOTION
 DP7890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7890+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2013
 DP7890
 DP7890  HISTORY     - Date     Condition        Report By
 DP7890  HISTORY     - UNK      MONUMENTED       NJDT
 DP7890  HISTORY     - 20130719 GOOD             NJGS
 DP7890
 DP7890                          STATION DESCRIPTION
 DP7890
 DP7890'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DP7890'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF
 DP7890'FARMINGDALE, 2.7 MI (4.3 KM) NORTH-NORTHWEST OF POINT PLEASANT AND 2.7
 DP7890'MI (4.3 KM) NORTHWEST OF POINT PLEASANT BEACH.
 DP7890'
 DP7890'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE EAST SIDE OF THE
 DP7890'NORTHBOUND LANES OF STATE HIGHWAY 34, SET FLUSH IN THE TOP OF A 12
 DP7890'INCH (30 CM) SQUARE CONCRETE MONUMENT, SET FLUSH IN A LANDSCAPED GRASS
 DP7890'AREA IN FRONT OF A TWO STORY RED PAINTED FRAME AND GLASS OFFICE
 DP7890'BUILDING, LETTER B, NUMBER 2430.
 DP7890'
 DP7890'THE STATION IS 41.9 FT (12.8 M) NORTH-NORTHEAST FROM WOOD UTILITY POLE
 DP7890'NUMBER 41831 WL, 10.3 FT (3.1 M) EAST FROM AND NORMAL TO THE EAST CURB
 DP7890'OF THE NORTHBOUND LANES OF STATE HIGHWAY 34, 11.6 FT (3.5 M) NORTHEAST
 DP7890'FROM THE CENTER OF A 4.0 FT (1.2 M) DIAMETER DOT FIBER OPTIC MANHOLE
 DP7890'SET FLUSH IN THE CENTER OF A 5.5 FT (1.7 M) SQUARE CONCRETE
 DP7890'FOUNDATION, 25.8 FT (7.9 M) SOUTHEAST FROM AN INLET GRATE ON THE EAST
 DP7890'CURB OF THE NORTHBOUND LANES OF STATE HIGHWAY 34, 88.4 FT (26.9 M)
 DP7890'NORTHWEST FROM A SIGN NUMBERED 2430 AT THE ENTRANCE DRIVE TO THE
 DP7890'OFFICE COMPLEX AND 7.8 FT (2.4 M) WEST FROM AND NORMAL TO THE WEST
 DP7890'CURB OF THE PARKING LOT IN FRONT OF BUILDING B, 8.0 FT (2.4 M)
 DP7890'EAST-SOUTHEAST OF A LANE MERGE TRAFFIC SIGN.
 DP7890'
 DP7890'THE PUNCH MARK ON THE DISK IS LOCATED AT THE EXTREME WEST EDGE OF THE
 DP7890'DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6279 ***********************************************************************
 KV6279  DESIGNATION -  13 W 1
 KV6279  PID         -  KV6279
 KV6279  STATE/COUNTY-  NJ/MONMOUTH
 KV6279  COUNTRY     -  US
 KV6279  USGS QUAD   -  FARMINGDALE (2016)
 KV6279
 KV6279                         *CURRENT SURVEY CONTROL
 KV6279  ______________________________________________________________________
 KV6279* NAD 83(1986) POSITION- 40 09 49.30   (N) 074 09 17.87   (W)   HD_HELD1
 KV6279* NAVD 88 ORTHO HEIGHT -    10.975 (meters)       36.01  (feet) ADJUSTED
 KV6279  ______________________________________________________________________
 KV6279  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 KV6279  DYNAMIC HEIGHT  -         10.970 (meters)       35.99  (feet) COMP
 KV6279  MODELED GRAVITY -    980,182.4   (mgal)                       NAVD 88
 KV6279
 KV6279  VERT ORDER      -  FIRST     CLASS II
 KV6279
 KV6279.The horizontal coordinates were determined by differentially corrected
 KV6279.hand held GPS observations or other comparable positioning techniques
 KV6279.and have an estimated accuracy of +/- 3 meters.
 KV6279
 KV6279.The orthometric height was determined by differential leveling and
 KV6279.adjusted by the NATIONAL GEODETIC SURVEY
 KV6279.in April 2013.
 KV6279
 KV6279.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6279.GEOID18 height accuracy estimate available here.
 KV6279
 KV6279.Click photographs - Photos may exist for this station.
 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       -   147,745.7     179,390.6     MT  (+/- 3 meters HH1 GPS) 
 KV6279
 KV6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7195946268(NAD 83)
 KV6279
 KV6279                          SUPERSEDED SURVEY CONTROL
 KV6279
 KV6279  NAVD 88 (06/15/91)   10.973  (m)           36.00   (f) SUPERSEDED  1 2
 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
 KV6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6279.See file dsdata.pdf to determine how the superseded data were derived.
 KV6279
 KV6279_MARKER: DD = SURVEY DISK
 KV6279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6279_STAMPING: 13 W 1 1989
 KV6279_MARK LOGO: NJGS
 KV6279_PROJECTION: FLUSH
 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 - October 12, 2011
 KV6279
 KV6279  HISTORY     - Date     Condition        Report By
 KV6279  HISTORY     - 1989     MONUMENTED       NJGS
 KV6279  HISTORY     - 19890616 GOOD             NJGS
 KV6279  HISTORY     - 20111012 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.
 KV6279
 KV6279                          STATION RECOVERY (2011)
 KV6279
 KV6279'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV6279'RECOVERED AS DESCRIBED.  THE STATION IS 23.4 FT (7.1 M) NORTH OF A
 KV6279'SIGN (ONE WAY) IN THE CENTER MEDIAN, 17.9 FT (5.5 M) NORTH OF THE WEST
 KV6279'END OF THE GUARD RAIL IN THE CENTER MEDIAN, 0.25 M (0.8 FT)
 KV6279'NORTH-NORTHEAST OF A METAL WITH POST AND SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5814 ***********************************************************************
 DP5814  DESIGNATION -  13 W 10
 DP5814  PID         -  DP5814
 DP5814  STATE/COUNTY-  NJ/MONMOUTH
 DP5814  COUNTRY     -  US
 DP5814  USGS QUAD   -  FREEHOLD (2019)
 DP5814
 DP5814                         *CURRENT SURVEY CONTROL
 DP5814  ______________________________________________________________________
 DP5814* NAD 83(1986) POSITION- 40 15 14.80   (N) 074 22 06.63   (W)   HD_HELD1
 DP5814* NAVD 88 ORTHO HEIGHT -    40.512 (meters)      132.91  (feet) ADJUSTED
 DP5814  ______________________________________________________________________
 DP5814  GEOID HEIGHT    -        -32.388 (meters)                     GEOID18
 DP5814  DYNAMIC HEIGHT  -         40.495 (meters)      132.86  (feet) COMP
 DP5814  MODELED GRAVITY -    980,214.2   (mgal)                       NAVD 88
 DP5814
 DP5814  VERT ORDER      -  FIRST     CLASS II
 DP5814
 DP5814.The horizontal coordinates were determined by differentially corrected
 DP5814.hand held GPS observations or other comparable positioning techniques
 DP5814.and have an estimated accuracy of +/- 3 meters.
 DP5814
 DP5814.The orthometric height was determined by differential leveling and
 DP5814.adjusted by the NATIONAL GEODETIC SURVEY
 DP5814.in April 2015.
 DP5814
 DP5814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5814.GEOID18 height accuracy estimate available here.
 DP5814
 DP5814.Click photographs - Photos may exist for this station.
 DP5814
 DP5814.The dynamic height is computed by dividing the NAVD 88
 DP5814.geopotential number by the normal gravity value computed on the
 DP5814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5814.degrees latitude (g = 980.6199 gals.).
 DP5814
 DP5814.The modeled gravity was interpolated from observed gravity values.
 DP5814
 DP5814;                    North         East    Units  Estimated Accuracy
 DP5814;SPC NJ       -   157,735.6     161,185.7     MT  (+/- 3 meters HH1 GPS) 
 DP5814
 DP5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5370356152(NAD 83)
 DP5814
 DP5814                          SUPERSEDED SURVEY CONTROL
 DP5814
 DP5814.No superseded survey control is available for this station.
 DP5814
 DP5814_MARKER: DD = SURVEY DISK
 DP5814_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP5814+WITH SETTING: PAVEMENT
 DP5814_SP_SET: TRAFFIC SIGNAL BASE
 DP5814_STAMPING: 13 W 10 2013
 DP5814_MARK LOGO: NJGS
 DP5814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5814+STABILITY: SURFACE MOTION
 DP5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5814+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2013
 DP5814
 DP5814  HISTORY     - Date     Condition        Report By
 DP5814  HISTORY     - 20131023 MONUMENTED       NJGS
 DP5814
 DP5814                          STATION DESCRIPTION
 DP5814
 DP5814'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP5814'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 DP5814'ADELPHIA, 6.0 MI (9.7 KM) EAST-NORTHEAST OF ROOSEVELT AND 5.0 MI (8.0
 DP5814'KM) WEST OF FREEHOLD, IN MANALAPAN TOWNSHIP.
 DP5814'
 DP5814'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 33 AND MILLHURST
 DP5814'ROAD/SWEETMANS LANE (COUNTY ROUTE 527), GO 1.4 MI (2.3 KM) WEST TO THE
 DP5814'STATION ON THE RIGHT SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 DP5814'THE BASE OF A TRAFFIC SIGNAL ON THE NORTHWEST CORNER OF THE JUNCTION
 DP5814'OF WOODWARD DRIVE AND NJ ROUTE 33.
 DP5814'
 DP5814'THE STATION IS 19 FT (5.8 M) EAST-NORTHEAST OF POLE NUMBER
 DP5814'208312A51708, 10.5 FT (3.2 M) NORTH OF NORTH CURB OF WEST BOUND LANES
 DP5814'OF ROUTE 33, 27.4 FT (8.4 M) WEST OF THE WEST CURB EXTENDED OF
 DP5814'WOODWARD DRIVE, 1.5 FT (0.5 M) SOUTHWEST OF THE TRAFFIC SIGNAL MAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9969 ***********************************************************************
 DP9969  DESIGNATION -  13 W 11
 DP9969  PID         -  DP9969
 DP9969  STATE/COUNTY-  NJ/MONMOUTH
 DP9969  COUNTRY     -  US
 DP9969  USGS QUAD   -  MARLBORO (2016)
 DP9969
 DP9969                         *CURRENT SURVEY CONTROL
 DP9969  ______________________________________________________________________
 DP9969* NAD 83(1986) POSITION- 40 20 43.08   (N) 074 11 50.44   (W)   HD_HELD1
 DP9969* NAVD 88 ORTHO HEIGHT -    22.395 (meters)       73.47  (feet) ADJUSTED
 DP9969  ______________________________________________________________________
 DP9969  GEOID HEIGHT    -        -32.338 (meters)                     GEOID18
 DP9969  DYNAMIC HEIGHT  -         22.386 (meters)       73.44  (feet) COMP
 DP9969  MODELED GRAVITY -    980,218.8   (mgal)                       NAVD 88
 DP9969
 DP9969  VERT ORDER      -  FIRST     CLASS II
 DP9969
 DP9969.The horizontal coordinates were determined by differentially corrected
 DP9969.hand held GPS observations or other comparable positioning techniques
 DP9969.and have an estimated accuracy of +/- 3 meters.
 DP9969
 DP9969.The orthometric height was determined by differential leveling and
 DP9969.adjusted by the NATIONAL GEODETIC SURVEY
 DP9969.in February 2016.
 DP9969
 DP9969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9969.GEOID18 height accuracy estimate available here.
 DP9969
 DP9969.Click photographs - Photos may exist for this station.
 DP9969
 DP9969.The dynamic height is computed by dividing the NAVD 88
 DP9969.geopotential number by the normal gravity value computed on the
 DP9969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9969.degrees latitude (g = 980.6199 gals.).
 DP9969
 DP9969.The modeled gravity was interpolated from observed gravity values.
 DP9969
 DP9969;                    North         East    Units  Estimated Accuracy
 DP9969;SPC NJ       -   167,895.9     175,711.7     MT  (+/- 3 meters HH1 GPS) 
 DP9969
 DP9969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6816866392(NAD 83)
 DP9969
 DP9969                          SUPERSEDED SURVEY CONTROL
 DP9969
 DP9969.No superseded survey control is available for this station.
 DP9969
 DP9969_MARKER: DD = SURVEY DISK
 DP9969_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP9969_SP_SET: BRIDGE ABUTMENT HEADER
 DP9969_STAMPING: 13 W 11 2015
 DP9969_MARK LOGO: NJGS
 DP9969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9969+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9969
 DP9969  HISTORY     - Date     Condition        Report By
 DP9969  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9969
 DP9969                          STATION DESCRIPTION
 DP9969
 DP9969'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9969'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHEAST OF FREEHOLD,
 DP9969'6.1 MI (9.8 KM) SOUTH OF KEYPORT AND 3.3 MI (5.3 KM) NORTHEAST OF
 DP9969'MARLBORO, IN HOLMDEL TOWNSHIP.
 DP9969'
 DP9969'TO REACH FROM THE INTERSECTION OF NEWMAN SPRINGS ROAD/MAIN STREET
 DP9969'(COUNTY ROUTE 520) AND NEW JERSEY ROUTE 34, GO 0.1 MI (0.2 KM) WEST ON
 DP9969'NEWMAN SPRING ROAD TO THE LEFT, STATION IS SET IN A DRILL HOLE IN THE
 DP9969'ABUTMENT HEADER, AT THE SIDEWALK LEVEL, IN THE SOUTH SIDE OF THE EAST
 DP9969'ABUTMENT OF THE ROUTE 520 BRIDGE (H2) SPANNING WILLOW BROOK.
 DP9969'
 DP9969'IT IS 6.6 FT (2.0 M) SOUTH OF THE SOUTH CURB OF ROUTE 520, 29.8 FT
 DP9969'(9.1 M) SOUTH OF THE CENTERLINE OF ROUTE 520, 30 FT (9.1 M) EAST OF
 DP9969'THE CENTER OF THE BRIDGE, 23.2 FT (7.1 M) WEST OF THE EAST END OF THE
 DP9969'BALUSTRADE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0862 ***********************************************************************
 DQ0862  DESIGNATION -  13 W 12
 DQ0862  PID         -  DQ0862
 DQ0862  STATE/COUNTY-  NJ/MONMOUTH
 DQ0862  COUNTRY     -  US
 DQ0862  USGS QUAD   -  FARMINGDALE (2016)
 DQ0862
 DQ0862                         *CURRENT SURVEY CONTROL
 DQ0862  ______________________________________________________________________
 DQ0862* NAD 83(1986) POSITION- 40 14 19.64   (N) 074 13 44.31   (W)   HD_HELD1
 DQ0862* NAVD 88 ORTHO HEIGHT -    45.942 (meters)      150.73  (feet) ADJUSTED
 DQ0862  ______________________________________________________________________
 DQ0862  GEOID HEIGHT    -        -32.402 (meters)                     GEOID18
 DQ0862  DYNAMIC HEIGHT  -         45.923 (meters)      150.67  (feet) COMP
 DQ0862  MODELED GRAVITY -    980,210.6   (mgal)                       NAVD 88
 DQ0862
 DQ0862  VERT ORDER      -  FIRST     CLASS II
 DQ0862
 DQ0862.The horizontal coordinates were determined by differentially corrected
 DQ0862.hand held GPS observations or other comparable positioning techniques
 DQ0862.and have an estimated accuracy of +/- 3 meters.
 DQ0862
 DQ0862.The orthometric height was determined by differential leveling and
 DQ0862.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0862.in February 2016.
 DQ0862
 DQ0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0862.GEOID18 height accuracy estimate available here.
 DQ0862
 DQ0862.Click photographs - Photos may exist for this station.
 DQ0862
 DQ0862.The dynamic height is computed by dividing the NAVD 88
 DQ0862.geopotential number by the normal gravity value computed on the
 DQ0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0862.degrees latitude (g = 980.6199 gals.).
 DQ0862
 DQ0862.The modeled gravity was interpolated from observed gravity values.
 DQ0862
 DQ0862;                    North         East    Units  Estimated Accuracy
 DQ0862;SPC NJ       -   156,061.4     173,060.8     MT  (+/- 3 meters HH1 GPS) 
 DQ0862
 DQ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6558454546(NAD 83)
 DQ0862
 DQ0862                          SUPERSEDED SURVEY CONTROL
 DQ0862
 DQ0862.No superseded survey control is available for this station.
 DQ0862
 DQ0862_MARKER: DD = SURVEY DISK
 DQ0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0862_STAMPING: 13 W 12 2015
 DQ0862_MARK LOGO: NJGS
 DQ0862_PROJECTION: FLUSH
 DQ0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0862+STABILITY: SURFACE MOTION
 DQ0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0862+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2015
 DQ0862
 DQ0862  HISTORY     - Date     Condition        Report By
 DQ0862  HISTORY     - 2015     MONUMENTED       NJGS
 DQ0862  HISTORY     - 20150815 GOOD             NJGS
 DQ0862
 DQ0862                          STATION DESCRIPTION
 DQ0862
 DQ0862'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0862'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST-NORTHWEST OF
 DQ0862'FARMINGDALE, 3.5 MI (5.6 KM) SOUTHEAST OF FREEHOLD AND 1.5 MI (2.4 KM)
 DQ0862'EAST OF ADELPHIA, IN HOWELL TOWNSHIP.
 DQ0862'
 DQ0862'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE JUNCTION OF
 DQ0862'NEW JERSEY STATE ROUTE 33 BUSINESS AND FIVE POINTS ROAD.
 DQ0862'
 DQ0862'THE STATION IS 16.9 FT (5.2 M) NORTHWEST OF POLE NUMBER JC61019HL, 9.1
 DQ0862'FT (2.8 M) EAST-NORTHEAST OF THE NORTH CURB OF NEW JERSEY STATE ROUTE
 DQ0862'33 BUSINESS, 49 FT (14.9 M) SOUTH-SOUTHEAST OF THE EAST LEG FOR A SIGN
 DQ0862'(LANDEX NURSERY, 48 FT (14.6 M) SOUTH-SOUTHEAST OF A BUSINESS SIGN
 DQ0862'(WAWA), 183 FT (55.8 M) EAST-SOUTHEAST OF STATION 13 J 6 (DK6561).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5303 ***********************************************************************
 DR5303  DESIGNATION -  13 W 13
 DR5303  PID         -  DR5303
 DR5303  STATE/COUNTY-  NJ/MONMOUTH
 DR5303  COUNTRY     -  US
 DR5303  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5303
 DR5303                         *CURRENT SURVEY CONTROL
 DR5303  ______________________________________________________________________
 DR5303* NAD 83(1986) POSITION- 40 24 30.13   (N) 074 00 20.46   (W)   HD_HELD1
 DR5303* NAVD 88 ORTHO HEIGHT -    69.645 (meters)      228.49  (feet) ADJUSTED
 DR5303  ______________________________________________________________________
 DR5303  GEOID HEIGHT    -        -32.534 (meters)                     GEOID18
 DR5303  DYNAMIC HEIGHT  -         69.615 (meters)      228.40  (feet) COMP
 DR5303  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 DR5303
 DR5303  VERT ORDER      -  FIRST     CLASS II
 DR5303
 DR5303.The horizontal coordinates were determined by differentially corrected
 DR5303.hand held GPS observations or other comparable positioning techniques
 DR5303.and have an estimated accuracy of +/- 3 meters.
 DR5303
 DR5303.The orthometric height was determined by differential leveling and
 DR5303.adjusted by the NATIONAL GEODETIC SURVEY
 DR5303.in July 2020.
 DR5303
 DR5303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5303.GEOID18 height accuracy estimate available here.
 DR5303
 DR5303.Click photographs - Photos may exist for this station.
 DR5303
 DR5303.The dynamic height is computed by dividing the NAVD 88
 DR5303.geopotential number by the normal gravity value computed on the
 DR5303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5303.degrees latitude (g = 980.6199 gals.).
 DR5303
 DR5303.The modeled gravity was interpolated from observed gravity values.
 DR5303
 DR5303;                    North         East    Units  Estimated Accuracy
 DR5303;SPC NJ       -   174,971.9     191,955.0     MT  (+/- 3 meters HH1 GPS) 
 DR5303
 DR5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8436773558(NAD 83)
 DR5303
 DR5303                          SUPERSEDED SURVEY CONTROL
 DR5303
 DR5303.No superseded survey control is available for this station.
 DR5303
 DR5303_MARKER: DV = VERTICAL CONTROL DISK
 DR5303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5303_SP_SET: CURB
 DR5303_STAMPING: 13 W 13 2018
 DR5303_MARK LOGO: NJGS
 DR5303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5303+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 DR5303
 DR5303  HISTORY     - Date     Condition        Report By
 DR5303  HISTORY     - 20180925 MONUMENTED       NJGS
 DR5303
 DR5303                          STATION DESCRIPTION
 DR5303
 DR5303'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5303'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTH OF ASBURY PARK, 10.4
 DR5303'MI (16.7 KM) EAST OF KEYPORT AND 7.2 MI (11.6 KM) NORTH OF LONG
 DR5303'BRANCH, IN THE ATLANTIC HIGHLANDS.
 DR5303'
 DR5303'TO REACH THE STATION FROM THE INTERSECTION OF THE NORTH BOUND LANES OF
 DR5303'NEW JERSEY STATE ROUTE 36 AND ORCHARD AVENUE.  TURN RIGHT ON ORCHARD
 DR5303'AVENUE AND GO 0.05 MI (0.08 KM) NORTH TO OCEAN BOULEVARD.  TURN LEFT
 DR5303'ON OCEAN BOULEVARD AND GO ABOUT 0.15 MI (0.24 KM) WEST-NORTHWEST TO
 DR5303'THE ENTRANCE TO THE PARK ON THE RIGHT AND STATION.
 DR5303'
 DR5303'THE STATION IS 59 FT (18.0 M) SOUTH-SOUTHEAST OF ELECTRIC POLE NUMBER
 DR5303'JC419AH, 38 FT (11.6 M) NORTH OF THE CENTERLINE OF THE OVERLOOK
 DR5303'ENTRANCE TO THE PARK, 24 FT (7.3 M) EAST OF THE CENTERLINE OF OCEAN
 DR5303'BOULEVARD, 8.8 FT (2.7 M) WEST OF MOUNT MITCHELL OVERLOOK SIGN, 5 FT
 DR5303'(1.5 M) SOUTH-SOUTHWEST OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5293 ***********************************************************************
 DR5293  DESIGNATION -  13 W 14
 DR5293  PID         -  DR5293
 DR5293  STATE/COUNTY-  NJ/MONMOUTH
 DR5293  COUNTRY     -  US
 DR5293  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5293
 DR5293                         *CURRENT SURVEY CONTROL
 DR5293  ______________________________________________________________________
 DR5293* NAD 83(1986) POSITION- 40 21 16.65   (N) 074 04 32.88   (W)   HD_HELD1
 DR5293* NAVD 88 ORTHO HEIGHT -     6.115 (meters)       20.06  (feet) ADJUSTED
 DR5293  ______________________________________________________________________
 DR5293  GEOID HEIGHT    -        -32.484 (meters)                     GEOID18
 DR5293  DYNAMIC HEIGHT  -          6.112 (meters)       20.05  (feet) COMP
 DR5293  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 DR5293
 DR5293  VERT ORDER      -  FIRST     CLASS II
 DR5293
 DR5293.The horizontal coordinates were determined by differentially corrected
 DR5293.hand held GPS observations or other comparable positioning techniques
 DR5293.and have an estimated accuracy of +/- 3 meters.
 DR5293
 DR5293.The orthometric height was determined by differential leveling and
 DR5293.adjusted by the NATIONAL GEODETIC SURVEY
 DR5293.in July 2020.
 DR5293
 DR5293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5293.GEOID18 height accuracy estimate available here.
 DR5293
 DR5293.Click photographs - Photos may exist for this station.
 DR5293
 DR5293.The dynamic height is computed by dividing the NAVD 88
 DR5293.geopotential number by the normal gravity value computed on the
 DR5293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5293.degrees latitude (g = 980.6199 gals.).
 DR5293
 DR5293.The modeled gravity was interpolated from observed gravity values.
 DR5293
 DR5293;                    North         East    Units  Estimated Accuracy
 DR5293;SPC NJ       -   168,973.7     186,032.4     MT  (+/- 3 meters HH1 GPS) 
 DR5293
 DR5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7848067528(NAD 83)
 DR5293
 DR5293                          SUPERSEDED SURVEY CONTROL
 DR5293
 DR5293.No superseded survey control is available for this station.
 DR5293
 DR5293_MARKER: DD = SURVEY DISK
 DR5293_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5293_SP_SET: BRIDGE BALUSTRADE
 DR5293_STAMPING: 13 W 14 2018
 DR5293_MARK LOGO: NJGS
 DR5293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5293+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2018
 DR5293
 DR5293  HISTORY     - Date     Condition        Report By
 DR5293  HISTORY     - 20181206 MONUMENTED       NJGS
 DR5293
 DR5293                          STATION DESCRIPTION
 DR5293
 DR5293'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5293'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-NORTHEAST OF MARLBORO,
 DR5293'8.5 MI (13.7 KM) SOUTHEAST OF KEYPORT AND 5.6 MI (9.0 KM) NORTHWEST OF
 DR5293'LONG BRANCH, IN RED BANK.
 DR5293'
 DR5293'THE STATION IS SET IN A DRILL HOLE ON TOP OF THE SOUTH END OF THE
 DR5293'BRIDGE BALUSTRADE END PIECE ON THE EAST SIDE OF THE NORTHBOUND LANES
 DR5293'OF THE NEW JERSEY STATE ROUTE 35 BRIDGE SPANNING THE NAVESINK RIVER.
 DR5293'
 DR5293'THE STATION IS 86.2 FT (26.3 M) NORTHWEST OF POLE NUMBER JC304RB, 6.3
 DR5293'FT (1.9 M) EAST-SOUTHEAST OF CURB, 4.1 FT (1.2 M) HIGHER THAN THE
 DR5293'SIDEWALK, 55.3 FT (16.9 M) SOUTH OF S EDGE OF EXPANSION JOINT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5361 ***********************************************************************
 DR5361  DESIGNATION -  13 W 15
 DR5361  PID         -  DR5361
 DR5361  STATE/COUNTY-  NJ/MONMOUTH
 DR5361  COUNTRY     -  US
 DR5361  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5361
 DR5361                         *CURRENT SURVEY CONTROL
 DR5361  ______________________________________________________________________
 DR5361* NAD 83(1986) POSITION- 40 25 38.65   (N) 074 06 05.96   (W)   HD_HELD1
 DR5361* NAVD 88 ORTHO HEIGHT -     3.551 (meters)       11.65  (feet) ADJUSTED
 DR5361  ______________________________________________________________________
 DR5361  GEOID HEIGHT    -        -32.373 (meters)                     GEOID18
 DR5361  DYNAMIC HEIGHT  -          3.550 (meters)       11.65  (feet) COMP
 DR5361  MODELED GRAVITY -    980,218.1   (mgal)                       NAVD 88
 DR5361
 DR5361  VERT ORDER      -  FIRST     CLASS II
 DR5361
 DR5361.The horizontal coordinates were determined by differentially corrected
 DR5361.hand held GPS observations or other comparable positioning techniques
 DR5361.and have an estimated accuracy of +/- 3 meters.
 DR5361
 DR5361.The orthometric height was determined by differential leveling and
 DR5361.adjusted by the NATIONAL GEODETIC SURVEY
 DR5361.in July 2020.
 DR5361
 DR5361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5361.GEOID18 height accuracy estimate available here.
 DR5361
 DR5361.Click photographs - Photos may exist for this station.
 DR5361
 DR5361.The dynamic height is computed by dividing the NAVD 88
 DR5361.geopotential number by the normal gravity value computed on the
 DR5361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5361.degrees latitude (g = 980.6199 gals.).
 DR5361
 DR5361.The modeled gravity was interpolated from observed gravity values.
 DR5361
 DR5361;                    North         East    Units  Estimated Accuracy
 DR5361;SPC NJ       -   177,044.1     183,799.8     MT  (+/- 3 meters HH1 GPS) 
 DR5361
 DR5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7620275583(NAD 83)
 DR5361
 DR5361                          SUPERSEDED SURVEY CONTROL
 DR5361
 DR5361.No superseded survey control is available for this station.
 DR5361
 DR5361_MARKER: DD = SURVEY DISK
 DR5361_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5361_SP_SET: SIDEWALK
 DR5361_STAMPING: 13 W 15 2018
 DR5361_MARK LOGO: NJGS
 DR5361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5361+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 DR5361
 DR5361  HISTORY     - Date     Condition        Report By
 DR5361  HISTORY     - 20180825 MONUMENTED       NJGS
 DR5361
 DR5361                          STATION DESCRIPTION
 DR5361
 DR5361'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5361'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTHWEST OF LONG BRANCH,
 DR5361'10.2 MI (16.4 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 5.2 MI (8.4 KM)
 DR5361'EAST OF KEYPORT, IN MIDDLETOWN TOWNSHIP.
 DR5361'
 DR5361'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 36 AND WILSON
 DR5361'AVENUE, GO 0.15 NORTH-NORTHEAST ON WILSON AVENUE TO THE STATION ON THE
 DR5361'LEFT, SET IN THE SIDEWALK AT THE NORTHWEST CORNER OF WILSON AVENUE AND
 DR5361'CARTER AVENUE, AT THE ENTRANCE SIDEWALK LEADING TO THE RIPPER COLLINS
 DR5361'KOREAN WAR VETERANS PARK.
 DR5361'
 DR5361'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 DR5361'FAN-SHAPED SIDEWALK, 12 FT (3.7 M) NORTH-NORTHEAST OF THE CENTERLINE
 DR5361'OF CARTER AVENUE, 26 FT (7.9 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DR5361'WILSON AVENUE, 63 FT (19.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DR5361'MEMORIAL MARKER, 72 FT (21.9 M) NORTHEAST OF THE CENTERLINE OF THE
 DR5361'HENRY HUDSON TRAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6328 ***********************************************************************
 KV6328  DESIGNATION -  13 W 2
 KV6328  PID         -  KV6328
 KV6328  STATE/COUNTY-  NJ/MONMOUTH
 KV6328  COUNTRY     -  US
 KV6328  USGS QUAD   -  ALLENTOWN (2016)
 KV6328
 KV6328                         *CURRENT SURVEY CONTROL
 KV6328  ______________________________________________________________________
 KV6328* NAD 83(1986) POSITION- 40 10 38.     (N) 074 32 42.     (W)   SCALED
 KV6328* NAVD 88 ORTHO HEIGHT -    30.973 (meters)      101.62  (feet) ADJUSTED
 KV6328  ______________________________________________________________________
 KV6328  GEOID HEIGHT    -        -32.547 (meters)                     GEOID18
 KV6328  DYNAMIC HEIGHT  -         30.960 (meters)      101.57  (feet) COMP
 KV6328  MODELED GRAVITY -    980,209.0   (mgal)                       NAVD 88
 KV6328
 KV6328  VERT ORDER      -  FIRST     CLASS II
 KV6328
 KV6328.The horizontal coordinates were scaled from a map and have
 KV6328.an estimated accuracy of +/- 6 seconds.
 KV6328
 KV6328.The orthometric height was determined by differential leveling and
 KV6328.adjusted by the NATIONAL GEODETIC SURVEY
 KV6328.in June 1991.
 KV6328
 KV6328.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6328.GEOID18 height accuracy estimate available here.
 KV6328
 KV6328.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK387475(NAD 83)
 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
 KV6328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6328.See file dsdata.pdf to determine how the superseded data were derived.
 KV6328
 KV6328_MARKER: Z = SEE DESCRIPTION
 KV6328_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6945 ***********************************************************************
 KV6945  DESIGNATION -  13 W 3
 KV6945  PID         -  KV6945
 KV6945  STATE/COUNTY-  NJ/MONMOUTH
 KV6945  COUNTRY     -  US
 KV6945  USGS QUAD   -  ADELPHIA (2019)
 KV6945
 KV6945                         *CURRENT SURVEY CONTROL
 KV6945  ______________________________________________________________________
 KV6945* NAD 83(2011) POSITION- 40 13 50.04910(N) 074 22 29.87950(W)   ADJUSTED
 KV6945* NAD 83(2011) ELLIP HT-    30.124 (meters)        (06/27/12)   ADJUSTED
 KV6945* NAD 83(2011) EPOCH   -  2010.00
 KV6945* NAVD 88 ORTHO HEIGHT -    62.5   (meters)      205.    (feet) GPS OBS
 KV6945  ______________________________________________________________________
 KV6945  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6945  GEOID HEIGHT    -        -32.680 (meters)                     GEOID93
 KV6945  GEOID HEIGHT    -        -32.375 (meters)                     GEOID18
 KV6945  NAD 83(2011) X  -  1,313,368.072 (meters)                     COMP
 KV6945  NAD 83(2011) Y  - -4,696,033.385 (meters)                     COMP
 KV6945  NAD 83(2011) Z  -  4,097,583.885 (meters)                     COMP
 KV6945  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 KV6945
 KV6945  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6945  Standards:
 KV6945         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6945            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6945  -------------------------------------------------------------------
 KV6945  NETWORK    0.96   1.53           0.44   0.33   0.78      0.04951657
 KV6945  -------------------------------------------------------------------
 KV6945  Click here for local accuracies and other accuracy information.
 KV6945
 KV6945.The horizontal coordinates were established by GPS observations
 KV6945.and adjusted by the National Geodetic Survey in June 2012.
 KV6945
 KV6945.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6945.been affixed to the stable North American tectonic plate. See 
 KV6945.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6945
 KV6945.The horizontal coordinates are valid at the epoch date displayed above
 KV6945.which is a decimal equivalence of Year/Month/Day.
 KV6945
 KV6945.The orthometric height was determined by GPS observations and a
 KV6945.high-resolution geoid model.
 KV6945
 KV6945.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6945.GEOID18 height accuracy estimate available here.
 KV6945
 KV6945.Click photographs - Photos may exist for this station.
 KV6945
 KV6945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6945
 KV6945.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6945
 KV6945.The ellipsoidal height was determined by GPS observations
 KV6945.and is referenced to NAD 83.
 KV6945
 KV6945. The following values were computed from the NAD 83(2011) position.
 KV6945
 KV6945;                    North         East     Units Scale Factor Converg.
 KV6945;SPC NJ       -   155,121.023   160,640.030   MT  0.99990139   +0 04 50.7
 KV6945;SPC NJ       -   508,926.22    527,033.17   sFT  0.99990139   +0 04 50.7
 KV6945;UTM  18      - 4,453,535.979   553,172.967   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  =   0.99963008
 KV6945
 KV6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5317253535(NAD 83)
 KV6945
 KV6945                          SUPERSEDED SURVEY CONTROL
 KV6945
 KV6945  NAD 83(2007)-  40 13 50.05056(N)    074 22 29.88006(W) AD(2002.00) 0
 KV6945  ELLIP H (02/10/07)   30.144  (m)                       GP(2002.00)    
 KV6945  ELLIP H (10/23/02)   30.154  (m)                       GP(       ) 4 1
 KV6945  NAD 83(1996)-  40 13 50.05059(N)    074 22 29.88054(W) AD(       ) 1
 KV6945  ELLIP H (05/14/99)   30.151  (m)                       GP(       ) 4 1
 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
 KV6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6945.See file dsdata.pdf to determine how the superseded data were derived.
 KV6945
 KV6945_MARKER: DD = SURVEY DISK
 KV6945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 16, 2024
 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  HISTORY     - 20210326 GOOD             NJGS
 KV6945  HISTORY     - 20240216 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'
 KV6945
 KV6945                          STATION RECOVERY (2021)
 KV6945
 KV6945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV6945'2 SEPARATE OPUS OBSERVATIONS DID NOT MEET CRITERIA.
 KV6945
 KV6945                          STATION RECOVERY (2024)
 KV6945
 KV6945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (FA)
 KV6945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5264 ***********************************************************************
 DF5264  DESIGNATION -  13 W 5
 DF5264  PID         -  DF5264
 DF5264  STATE/COUNTY-  NJ/MONMOUTH
 DF5264  COUNTRY     -  US
 DF5264  USGS QUAD   -  ASBURY PARK (2019)
 DF5264
 DF5264                         *CURRENT SURVEY CONTROL
 DF5264  ______________________________________________________________________
 DF5264* NAD 83(2011) POSITION- 40 10 17.39372(N) 074 03 48.85106(W)   ADJUSTED
 DF5264* NAD 83(2011) ELLIP HT-   -13.919 (meters)        (06/27/12)   ADJUSTED
 DF5264* NAD 83(2011) EPOCH   -  2010.00
 DF5264* NAVD 88 ORTHO HEIGHT -    18.946 (meters)       62.16  (feet) ADJUSTED
 DF5264  ______________________________________________________________________
 DF5264  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 DF5264  NAD 83(2011) X  -  1,340,024.244 (meters)                     COMP
 DF5264  NAD 83(2011) Y  - -4,692,864.727 (meters)                     COMP
 DF5264  NAD 83(2011) Z  -  4,092,545.676 (meters)                     COMP
 DF5264  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 DF5264  DYNAMIC HEIGHT  -         18.937 (meters)       62.13  (feet) COMP
 DF5264  MODELED GRAVITY -    980,168.3   (mgal)                       NAVD 88
 DF5264
 DF5264  VERT ORDER      -  FIRST     CLASS II
 DF5264
 DF5264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5264  Standards:
 DF5264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5264  -------------------------------------------------------------------
 DF5264  NETWORK    0.66   1.20           0.30   0.23   0.61     -0.00251455
 DF5264  -------------------------------------------------------------------
 DF5264  Click here for local accuracies and other accuracy information.
 DF5264
 DF5264.The horizontal coordinates were established by GPS observations
 DF5264.and adjusted by the National Geodetic Survey in June 2012.
 DF5264
 DF5264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5264.been affixed to the stable North American tectonic plate. See 
 DF5264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5264
 DF5264.The horizontal coordinates are valid at the epoch date displayed above
 DF5264.which is a decimal equivalence of Year/Month/Day.
 DF5264
 DF5264.The orthometric height was determined by differential leveling and
 DF5264.adjusted by the NATIONAL GEODETIC SURVEY
 DF5264.in September 2015.
 DF5264
 DF5264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5264.GEOID18 height accuracy estimate available here.
 DF5264
 DF5264.Click photographs - Photos may exist for this station.
 DF5264
 DF5264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5264
 DF5264.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5264
 DF5264.The ellipsoidal height was determined by GPS observations
 DF5264.and is referenced to NAD 83.
 DF5264
 DF5264.The dynamic height is computed by dividing the NAVD 88
 DF5264.geopotential number by the normal gravity value computed on the
 DF5264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5264.degrees latitude (g = 980.6199 gals.).
 DF5264
 DF5264.The modeled gravity was interpolated from observed gravity values.
 DF5264
 DF5264. The following values were computed from the NAD 83(2011) position.
 DF5264
 DF5264;                    North         East     Units Scale Factor Converg.
 DF5264;SPC NJ       -   148,646.357   187,171.405   MT  0.99991700   +0 16 53.5
 DF5264;SPC NJ       -   487,683.92    614,078.18   sFT  0.99991700   +0 16 53.5
 DF5264;UTM  18      - 4,447,212.467   579,733.680   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7973347212(NAD 83)
 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  NAD 83(2007)-  40 10 17.39414(N)    074 03 48.85144(W) AD(2002.00) 0
 DF5264  ELLIP H (02/10/07)  -13.922  (m)                       GP(2002.00)    
 DF5264  NAD 83(1996)-  40 10 17.39392(N)    074 03 48.85138(W) AD(       ) 1
 DF5264  ELLIP H (04/17/03)  -13.904  (m)                       GP(       ) 3 1
 DF5264  NAVD 88 (04/17/03)   18.9    (m)  GEOID99  model used  GPS OBS        
 DF5264
 DF5264.Superseded values are not recommended for survey control.
 DF5264
 DF5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5264.See file dsdata.pdf to determine how the superseded data were derived.
 DF5264
 DF5264_MARKER: Z = SEE DESCRIPTION
 DF5264_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 - April 13, 2022
 DF5264
 DF5264  HISTORY     - Date     Condition        Report By
 DF5264  HISTORY     - 2000     MONUMENTED       NJGS
 DF5264  HISTORY     - 20020202 GOOD             NJGS
 DF5264  HISTORY     - 20130814 GOOD             NJGS
 DF5264  HISTORY     - 20220413 GOOD             AAAS
 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, JUST WEST FROM THE INTERSECTION WITH NEW BEDFORD
 DF5264'ROAD.
 DF5264'
 DF5264'TO REACH THE STATION FROM THE INTERSECTION OF THE BRIDGE CARRYING
 DF5264'STATE ROUTE 138 OVER THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY,
 DF5264'GO EAST ON STATE ROUTE 138 FOR 1.9 MI TO THE JUNCTION WITH NEW BEDFORD
 DF5264'ROAD AND THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND.
 DF5264'
 DF5264'THE STATION IS 8.0 M WEST NORTHWEST FROM A TRAFFIC SIGNAL POLE, 5.7 M
 DF5264'NORTHWEST FROM A STATE HIGHWAY DEPARTMENT ELECTRICAL JUNCTION BOX, 6.6
 DF5264'M WEST FROM AN INLET ON THE NORTHEAST SIDE OF THE MEDIAN, 3.7 M
 DF5264'SOUTHWEST FROM A NO LEFT TURN SIGN, 5.8 M NORTH FROM THE NORTH EDGE OF
 DF5264'PAVING OF STATE ROUTE 138, EASTBOUND LANES, AND 0.25 M NORTH FROM A
 DF5264'METAL WITNESS POST.  IT IS A ROUND BRASS PLUG SET INTO THE TOP OF A
 DF5264'ROUND CONCRETE MONUMENT.
 DF5264
 DF5264                          STATION RECOVERY (2013)
 DF5264
 DF5264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DF5264'RECOVERED IN GOOD CONDITION.
 DF5264'
 DF5264'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-SOUTHEAST
 DF5264'OF FARMINGDALE, 5.6 MI (9.0 KM) NORTH OF POINT PLEASANT BEACH AND 4.3
 DF5264'MI (6.9 KM) SOUTHWEST OF ASBURY PARK.
 DF5264'
 DF5264'THE STATION IS A 1 INCH (3 CM) DIAMETER BRASS PLUG SET FLUSH IN THE
 DF5264'TOP OF A SQUARE CONCRETE POST, SET ABOUT 1 FT (0.3 M) BELOW THE
 DF5264'GROUND.
 DF5264'
 DF5264'NOTE-THE STATION IS ALSO KNOWN AS 138 BASELINE STATION 479+50.09.
 DF5264
 DF5264                          STATION RECOVERY (2022)
 DF5264
 DF5264'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DF5264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6973 ***********************************************************************
 DM6973  DESIGNATION -  13 W 6
 DM6973  PID         -  DM6973
 DM6973  STATE/COUNTY-  NJ/MONMOUTH
 DM6973  COUNTRY     -  US
 DM6973  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6973
 DM6973                         *CURRENT SURVEY CONTROL
 DM6973  ______________________________________________________________________
 DM6973* NAD 83(1986) POSITION- 40 19 17.97   (N) 073 58 38.52   (W)   HD_HELD1
 DM6973* NAVD 88 ORTHO HEIGHT -     3.484 (meters)       11.43  (feet) ADJUSTED
 DM6973  ______________________________________________________________________
 DM6973  GEOID HEIGHT    -        -32.711 (meters)                     GEOID18
 DM6973  DYNAMIC HEIGHT  -          3.482 (meters)       11.42  (feet) COMP
 DM6973  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 DM6973
 DM6973  VERT ORDER      -  FIRST     CLASS II
 DM6973
 DM6973.The horizontal coordinates were determined by differentially corrected
 DM6973.hand held GPS observations or other comparable positioning techniques
 DM6973.and have an estimated accuracy of +/- 3 meters.
 DM6973
 DM6973.The orthometric height was determined by differential leveling and
 DM6973.adjusted by the NATIONAL GEODETIC SURVEY
 DM6973.in May 2011.
 DM6973
 DM6973.No vertical observational check was made to the station.
 DM6973
 DM6973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6973.GEOID18 height accuracy estimate available here.
 DM6973
 DM6973.Click photographs - Photos may exist for this station.
 DM6973
 DM6973.The dynamic height is computed by dividing the NAVD 88
 DM6973.geopotential number by the normal gravity value computed on the
 DM6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6973.degrees latitude (g = 980.6199 gals.).
 DM6973
 DM6973.The modeled gravity was interpolated from observed gravity values.
 DM6973
 DM6973;                    North         East    Units  Estimated Accuracy
 DM6973;SPC NJ       -   165,358.1     194,415.2     MT  (+/- 3 meters HH1 GPS) 
 DM6973
 DM6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8688163960(NAD 83)
 DM6973
 DM6973                          SUPERSEDED SURVEY CONTROL
 DM6973
 DM6973.No superseded survey control is available for this station.
 DM6973
 DM6973_MARKER: DD = SURVEY DISK
 DM6973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6973_STAMPING: 13 W 6 2008
 DM6973_MARK LOGO: NJGS
 DM6973_PROJECTION: FLUSH
 DM6973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6973+STABILITY: SURFACE MOTION
 DM6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6973+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2021
 DM6973
 DM6973  HISTORY     - Date     Condition        Report By
 DM6973  HISTORY     - UNK      MONUMENTED       NJDT
 DM6973  HISTORY     - 20080507 GOOD             NJGS
 DM6973  HISTORY     - 20150817 GOOD             NJGS
 DM6973  HISTORY     - 20181109 GOOD             NJGS
 DM6973  HISTORY     - 20211007 GOOD             AAAS
 DM6973
 DM6973                          STATION DESCRIPTION
 DM6973
 DM6973'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6973'THE STATION IS LOCATED ABOUT 13.3 MI (21.4 KM) NORTHEAST OF
 DM6973'FARMINGDALE, 7.2 MI (11.6 KM) NORTH-NORTHEAST OF ASBURY PARK AND 1.5
 DM6973'MI (2.4 KM) NORTH-NORTHEAST OF LONG BRANCH.
 DM6973'
 DM6973'THE STATION IS LOCATED IN LONG BRANCH, ON THE EAST SIDE OF OCEAN
 DM6973'AVENUE (STATE ROUTE 36) AT THE EXIT RAMP ONTO OCEAN AVENUE NORTH.
 DM6973'
 DM6973'THE STATION IS AT PARK AREA WITH BENCHES, 9.3 FT (2.8 M) SOUTHEAST OF
 DM6973'THE SOUTHEAST CURBLINE OF ROUTE 36, 5.3 FT (1.6 M) NORTHEAST OF LIGHT
 DM6973'POLE NUMBER 1321, 11.0 FT (3.4 M) NORTH OF THE NORTHWEST CORNER OF A 6
 DM6973'FT (1.8 M) STOCKADE FENCE FOR HOUSE NUMBER 468 OCEAN AVENUE NORTH,
 DM6973'97.8 FT (29.8 M) WEST OF POLE NUMBER JC1448 ON THE WEST SIDE OF OCEAN
 DM6973'AVENUE NORTH
 DM6973
 DM6973                          STATION RECOVERY (2015)
 DM6973
 DM6973'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 DM6973'THE STATION IS ALSO KNOWN AS ROUTE 36 BASELINE STATION 115 + 19.39.
 DM6973
 DM6973                          STATION RECOVERY (2018)
 DM6973
 DM6973'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6973'RECOVERED AS DESCRIBED.
 DM6973
 DM6973                          STATION RECOVERY (2021)
 DM6973
 DM6973'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6973'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DM6973'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7191 ***********************************************************************
 DM7191  DESIGNATION -  13 W 7
 DM7191  PID         -  DM7191
 DM7191  STATE/COUNTY-  NJ/MONMOUTH
 DM7191  COUNTRY     -  US
 DM7191  USGS QUAD   -  ASBURY PARK (2019)
 DM7191
 DM7191                         *CURRENT SURVEY CONTROL
 DM7191  ______________________________________________________________________
 DM7191* NAD 83(1986) POSITION- 40 13 03.     (N) 074 00 45.     (W)   SCALED
 DM7191* NAVD 88 ORTHO HEIGHT -     6.546 (meters)       21.48  (feet) ADJUSTED
 DM7191  ______________________________________________________________________
 DM7191  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 DM7191  DYNAMIC HEIGHT  -          6.543 (meters)       21.47  (feet) COMP
 DM7191  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 DM7191
 DM7191  VERT ORDER      -  FIRST     CLASS II
 DM7191
 DM7191.The horizontal coordinates were scaled from a map and have
 DM7191.an estimated accuracy of +/- 6 seconds.
 DM7191
 DM7191.The orthometric height was determined by differential leveling and
 DM7191.adjusted by the NATIONAL GEODETIC SURVEY
 DM7191.in May 2011.
 DM7191
 DM7191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7191.GEOID18 height accuracy estimate available here.
 DM7191
 DM7191.Click photographs - Photos may exist for this station.
 DM7191
 DM7191.The dynamic height is computed by dividing the NAVD 88
 DM7191.geopotential number by the normal gravity value computed on the
 DM7191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7191.degrees latitude (g = 980.6199 gals.).
 DM7191
 DM7191.The modeled gravity was interpolated from observed gravity values.
 DM7191
 DM7191;                    North         East    Units  Estimated Accuracy
 DM7191;SPC NJ       -   153,780.      191,490.      MT  (+/- 180 meters Scaled)
 DM7191
 DM7191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK840523(NAD 83)
 DM7191
 DM7191                          SUPERSEDED SURVEY CONTROL
 DM7191
 DM7191.No superseded survey control is available for this station.
 DM7191
 DM7191_MARKER: DD = SURVEY DISK
 DM7191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7191_STAMPING: 13 W 7 2008
 DM7191_MARK LOGO: NJGS
 DM7191_PROJECTION: FLUSH
 DM7191_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7191+STABILITY: SURFACE MOTION
 DM7191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7191+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2018
 DM7191
 DM7191  HISTORY     - Date     Condition        Report By
 DM7191  HISTORY     - UNK      MONUMENTED       NJDT
 DM7191  HISTORY     - 20080813 GOOD             NJGS
 DM7191  HISTORY     - 20180707 GOOD             USPSQD
 DM7191
 DM7191                          STATION DESCRIPTION
 DM7191
 DM7191'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7191'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, ON THE NORTHEAST
 DM7191'CORNER OF SOUTH MAIN STREET (NJ ROUTE 71) AND BANGS AVENUE, SET FLUSH
 DM7191'IN A CUT-OUT IN THE SIDEWALK IN FRONT OF SEVERAL RETAIL STORES.
 DM7191'
 DM7191'THE STATION IS 6.7 FT (2.0 M) EAST OF THE EAST CURB OF SOUTH MAIN
 DM7191'STREET, 48.0 FT (14.6 M) NORTH OF THE NORTH CURB OF BANKS AVENUE, 47.0
 DM7191'FT (14.3 M) NORTH OF A FIRE HYDRANT, 5.5 FT (1.7 M) WEST OF THE WEST
 DM7191'FACE OF THE STEP LEADING TO STORE NUMBER 402.
 DM7191'
 DM7191'THE STATION IS APPROXIMATELY IN-LINE WITH THE SOUTH WALL OF THE US
 DM7191'POST OFFICE BUILDING ACROSS THE ROAD FROM THE STATION.
 DM7191
 DM7191                          STATION RECOVERY (2018)
 DM7191
 DM7191'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7984 ***********************************************************************
 DP7984  DESIGNATION -  13 W 8
 DP7984  PID         -  DP7984
 DP7984  STATE/COUNTY-  NJ/MONMOUTH
 DP7984  COUNTRY     -  US
 DP7984  USGS QUAD   -  POINT PLEASANT (2019)
 DP7984
 DP7984                         *CURRENT SURVEY CONTROL
 DP7984  ______________________________________________________________________
 DP7984* NAD 83(1986) POSITION- 40 07 14.55   (N) 074 02 59.90   (W)   HD_HELD1
 DP7984* NAVD 88 ORTHO HEIGHT -     2.009 (meters)        6.59  (feet) ADJUSTED
 DP7984  ______________________________________________________________________
 DP7984  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 DP7984  DYNAMIC HEIGHT  -          2.008 (meters)        6.59  (feet) COMP
 DP7984  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 DP7984
 DP7984  VERT ORDER      -  FIRST     CLASS II
 DP7984
 DP7984.The horizontal coordinates were determined by differentially corrected
 DP7984.hand held GPS observations or other comparable positioning techniques
 DP7984.and have an estimated accuracy of +/- 3 meters.
 DP7984
 DP7984.The orthometric height was determined by differential leveling and
 DP7984.adjusted by the NATIONAL GEODETIC SURVEY
 DP7984.in September 2015.
 DP7984
 DP7984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7984.GEOID18 height accuracy estimate available here.
 DP7984
 DP7984.Click photographs - Photos may exist for this station.
 DP7984
 DP7984.The dynamic height is computed by dividing the NAVD 88
 DP7984.geopotential number by the normal gravity value computed on the
 DP7984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7984.degrees latitude (g = 980.6199 gals.).
 DP7984
 DP7984.The modeled gravity was interpolated from observed gravity values.
 DP7984
 DP7984;                    North         East    Units  Estimated Accuracy
 DP7984;SPC NJ       -   143,013.1     188,358.1     MT  (+/- 3 meters HH1 GPS) 
 DP7984
 DP7984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8095141587(NAD 83)
 DP7984
 DP7984                          SUPERSEDED SURVEY CONTROL
 DP7984
 DP7984.No superseded survey control is available for this station.
 DP7984
 DP7984_MARKER: DD = SURVEY DISK
 DP7984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7984_SP_SET: BRIDGE CULVERT HEADWALL
 DP7984_STAMPING: 13 W 8 2012
 DP7984_MARK LOGO: NJGS
 DP7984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7984+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2012
 DP7984
 DP7984  HISTORY     - Date     Condition        Report By
 DP7984  HISTORY     - 20120418 MONUMENTED       NJGS
 DP7984
 DP7984                          STATION DESCRIPTION
 DP7984
 DP7984'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7984'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF
 DP7984'ASBURY PARK, 2.8 MI (4.5 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 2.0
 DP7984'MI (3.2 KM) NORTH OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN
 DP7984'THE BOROUGH OF MANASQUAN.
 DP7984'
 DP7984'THE STATION IS ON THE NORTHWEST SIDE OF UNION AVENUE (STATE HIGHWAY
 DP7984'71), SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHWEST CULVERT
 DP7984'HEADWALL OF THE BRIDGE CARRYING STATE HIGHWAY 71 OVER JUDAS CREEK
 DP7984'(STRUCTURE NO. 1320 150, MILEPOST 0.95).
 DP7984'
 DP7984'THE STATION IS 28.4 FT (8.7 M) NORTHWEST FROM THE CENTERLINE OF STATE
 DP7984'HIGHWAY 71, 8.2 FT (2.5 M) WEST-SOUTHWEST FROM WOOD UTILITY POLE
 DP7984'NUMBER 5306CKTMSN WITH ELECTRIC METER ATTACHED, 0.5 FT (15 CM)
 DP7984'NORTHEAST FROM THE SOUTHWEST END OF THE HEADWALL AND 14.0 FT (4.3 M)
 DP7984'SOUTHWEST FROM A YELLOW TRAFFIC SIGN (PEDESTRIANS AHEAD) WITH WITNESS
 DP7984'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7894 ***********************************************************************
 DP7894  DESIGNATION -  13 W 9
 DP7894  PID         -  DP7894
 DP7894  STATE/COUNTY-  NJ/MONMOUTH
 DP7894  COUNTRY     -  US
 DP7894  USGS QUAD   -  ASBURY PARK (2019)
 DP7894
 DP7894                         *CURRENT SURVEY CONTROL
 DP7894  ______________________________________________________________________
 DP7894* NAD 83(1986) POSITION- 40 10 52.94   (N) 074 00 43.96   (W)   HD_HELD1
 DP7894* NAVD 88 ORTHO HEIGHT -     3.293 (meters)       10.80  (feet) ADJUSTED
 DP7894  ______________________________________________________________________
 DP7894  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 DP7894  DYNAMIC HEIGHT  -          3.292 (meters)       10.80  (feet) COMP
 DP7894  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 DP7894
 DP7894  VERT ORDER      -  FIRST     CLASS II
 DP7894
 DP7894.The horizontal coordinates were determined by differentially corrected
 DP7894.hand held GPS observations or other comparable positioning techniques
 DP7894.and have an estimated accuracy of +/- 3 meters.
 DP7894
 DP7894.The orthometric height was determined by differential leveling and
 DP7894.adjusted by the NATIONAL GEODETIC SURVEY
 DP7894.in September 2015.
 DP7894
 DP7894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7894.GEOID18 height accuracy estimate available here.
 DP7894
 DP7894.Click photographs - Photos may exist for this station.
 DP7894
 DP7894.The dynamic height is computed by dividing the NAVD 88
 DP7894.geopotential number by the normal gravity value computed on the
 DP7894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7894.degrees latitude (g = 980.6199 gals.).
 DP7894
 DP7894.The modeled gravity was interpolated from observed gravity values.
 DP7894
 DP7894;                    North         East    Units  Estimated Accuracy
 DP7894;SPC NJ       -   149,765.4     191,539.7     MT  (+/- 3 meters HH1 GPS) 
 DP7894
 DP7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8409448355(NAD 83)
 DP7894
 DP7894                          SUPERSEDED SURVEY CONTROL
 DP7894
 DP7894.No superseded survey control is available for this station.
 DP7894
 DP7894_MARKER: DD = SURVEY DISK
 DP7894_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7894_SP_SET: CURB
 DP7894_STAMPING: 13 W 9 2013
 DP7894_MARK LOGO: NJGS
 DP7894_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7894+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2022
 DP7894
 DP7894  HISTORY     - Date     Condition        Report By
 DP7894  HISTORY     - 20130718 MONUMENTED       NJGS
 DP7894  HISTORY     - 20220616 GOOD             NJGS
 DP7894
 DP7894                          STATION DESCRIPTION
 DP7894
 DP7894'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7894'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF POINT
 DP7894'PLEASANT, 6.5 MI (10.5 KM) NORTH-NORTHEAST OF POINT PLEASANT BEACH AND
 DP7894'2.7 MI (4.3 KM) SOUTH OF ASBURY PARK.
 DP7894'
 DP7894'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR.
 DP7894'
 DP7894'THE STATION IS ON THE WEST SIDE OF OCEAN AVENUE IN FRONT OF A
 DP7894'MUNICIPAL PARK SURROUNDING SILVER LAKE, SET FLUSH IN A DRILL HOLE IN A
 DP7894'CONCRETE CURB, BETWEEN FIFTH AND SIXTH AVENUES.
 DP7894'
 DP7894'THE STATION IS 176.0 FT (53.6 M) NORTH OF THE CENTERLINE OF SIXTH
 DP7894'STREET, 190.0 FT (57.9 M) SOUTH OF THE CENTERLINE OF FIFTH STREET, 2.8
 DP7894'FT (0.9 M) SOUTH OF LIGHT POLE NUMBER 3899, 36 FT (11.0 M)
 DP7894'EAST-SOUTHEAST OF THE FLAG POLE, 7 FT (2.1 M) SOUTH OF A FIRE HYDRANT,
 DP7894'44.8 FT (13.7 M) NORTH OF THE CENTERLINE OF A DRIVEWAY TO THE PARK,
 DP7894'55.8 FT (17.0 M) SOUTH OF THE CENTERLINE OF A DRIVEWAY TO THE PARK.
 DP7894
 DP7894                          STATION RECOVERY (2022)
 DP7894
 DP7894'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DP7894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6280 ***********************************************************************
 KV6280  DESIGNATION -  13 X 1
 KV6280  PID         -  KV6280
 KV6280  STATE/COUNTY-  NJ/MONMOUTH
 KV6280  COUNTRY     -  US
 KV6280  USGS QUAD   -  FARMINGDALE (2016)
 KV6280
 KV6280                         *CURRENT SURVEY CONTROL
 KV6280  ______________________________________________________________________
 KV6280* NAD 83(2011) POSITION- 40 09 51.32292(N) 074 09 43.45931(W)   ADJUSTED
 KV6280* NAD 83(2011) ELLIP HT-   -18.965 (meters)        (06/27/12)   ADJUSTED
 KV6280* NAD 83(2011) EPOCH   -  2010.00
 KV6280* NAVD 88 ORTHO HEIGHT -    13.748 (meters)       45.10  (feet) ADJUSTED
 KV6280  ______________________________________________________________________
 KV6280  GEOID HEIGHT    -        -32.699 (meters)                     GEOID18
 KV6280  NAD 83(2011) X  -  1,332,094.849 (meters)                     COMP
 KV6280  NAD 83(2011) Y  - -4,695,656.828 (meters)                     COMP
 KV6280  NAD 83(2011) Z  -  4,091,927.945 (meters)                     COMP
 KV6280  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 KV6280  DYNAMIC HEIGHT  -         13.742 (meters)       45.09  (feet) COMP
 KV6280  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 KV6280
 KV6280  VERT ORDER      -  FIRST     CLASS II
 KV6280
 KV6280  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6280  Standards:
 KV6280         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6280            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6280  -------------------------------------------------------------------
 KV6280  NETWORK    0.66   1.14           0.30   0.23   0.58      0.04591148
 KV6280  -------------------------------------------------------------------
 KV6280  Click here for local accuracies and other accuracy information.
 KV6280
 KV6280.The horizontal coordinates were established by GPS observations
 KV6280.and adjusted by the National Geodetic Survey in June 2012.
 KV6280
 KV6280.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6280.been affixed to the stable North American tectonic plate. See 
 KV6280.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6280
 KV6280.The horizontal coordinates are valid at the epoch date displayed above
 KV6280.which is a decimal equivalence of Year/Month/Day.
 KV6280
 KV6280.The orthometric height was determined by differential leveling and
 KV6280.adjusted by the NATIONAL GEODETIC SURVEY
 KV6280.in June 1991.
 KV6280
 KV6280.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6280.GEOID18 height accuracy estimate available here.
 KV6280
 KV6280.Click photographs - Photos may exist for this station.
 KV6280
 KV6280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6280
 KV6280.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6280
 KV6280.The ellipsoidal height was determined by GPS observations
 KV6280.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6280
 KV6280;                    North         East     Units Scale Factor Converg.
 KV6280;SPC NJ       -   147,805.739   178,784.860   MT  0.99991020   +0 13 04.7
 KV6280;SPC NJ       -   484,926.00    586,563.33   sFT  0.99991020   +0 13 04.7
 KV6280;UTM  18      - 4,446,324.868   571,354.038   MT  0.99966267   +0 32 25.7
 KV6280
 KV6280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6280!SPC NJ       -   1.00000298  x   0.99991020  =   0.99991317
 KV6280!UTM  18      -   1.00000298  x   0.99966267  =   0.99966564
 KV6280
 KV6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7135446324(NAD 83)
 KV6280
 KV6280                          SUPERSEDED SURVEY CONTROL
 KV6280
 KV6280  NAD 83(2007)-  40 09 51.32338(N)    074 09 43.45960(W) AD(2002.00) 0
 KV6280  ELLIP H (02/10/07)  -18.960  (m)                       GP(2002.00)    
 KV6280  ELLIP H (10/23/02)  -18.942  (m)                       GP(       ) 4 1
 KV6280  NAD 83(1996)-  40 09 51.32321(N)    074 09 43.45963(W) AD(       ) 1
 KV6280  ELLIP H (05/14/99)  -18.956  (m)                       GP(       ) 4 1
 KV6280  NAD 83(1986)-  40 09 51.32428(N)    074 09 43.46229(W) AD(       ) 1
 KV6280  NAVD 88              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
 KV6280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6280.See file dsdata.pdf to determine how the superseded data were derived.
 KV6280
 KV6280_MARKER: DD = SURVEY DISK
 KV6280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 17, 2020
 KV6280
 KV6280  HISTORY     - Date     Condition        Report By
 KV6280  HISTORY     - 1989     MONUMENTED       NJGS
 KV6280  HISTORY     - 19890616 GOOD             NJGS
 KV6280  HISTORY     - 19921221 GOOD             NJGS
 KV6280  HISTORY     - 19930617 GOOD
 KV6280  HISTORY     - 20020202 GOOD             NJGS
 KV6280  HISTORY     - 20111012 GOOD             NJGS
 KV6280  HISTORY     - 20200417 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
 KV6280                          STATION RECOVERY (2011)
 KV6280
 KV6280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV6280'RECOVERED AS DESCRIBED.
 KV6280
 KV6280                          STATION RECOVERY (2020)
 KV6280
 KV6280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 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.
 KV6280'
 KV6280'TO 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, MILEPOST
 KV6280'31.15, OVER THE MANASQUAN RIVER TO THE STATION ON THE LEFT.
 KV6280'
 KV6280'IT IS 118 FT (36.0 M) WEST OF THE NORTHWEST CORNER OF THE EASTBOUND
 KV6280'BRIDGE NORTH PARAPET WALL, 97.60 FT (29.7 M) SOUTHWEST OF THE
 KV6280'SOUTHWEST CORNER OF THE WESTBOUND BRIDGE SOUTH PARAPET WALL, 86.3 FT
 KV6280'(26.3 M) NORTHWEST OF THE CENTER OF AN E TYPE INLET IN THE MEDIAN AND
 KV6280'FLUSH WITH THE GROUND, 42.7 FT (13.0 M) NORTH-NORTHEAST OF THE EDGE OF
 KV6280'THE EASTBOUND LANES, 24 FT (7.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE
 KV6280'OF THE WESTBOUND LANES AND 6.9 FT (2.1 M) SOUTH-SOUTHWEST OF THE EDGE
 KV6280'OF THE WESTBOUND LANES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5815 ***********************************************************************
 DP5815  DESIGNATION -  13 X 10
 DP5815  PID         -  DP5815
 DP5815  STATE/COUNTY-  NJ/MONMOUTH
 DP5815  COUNTRY     -  US
 DP5815  USGS QUAD   -  FREEHOLD (2019)
 DP5815
 DP5815                         *CURRENT SURVEY CONTROL
 DP5815  ______________________________________________________________________
 DP5815* NAD 83(1986) POSITION- 40 15 17.85   (N) 074 22 26.40   (W)   HD_HELD1
 DP5815* NAVD 88 ORTHO HEIGHT -    37.686 (meters)      123.64  (feet) ADJUSTED
 DP5815  ______________________________________________________________________
 DP5815  GEOID HEIGHT    -        -32.395 (meters)                     GEOID18
 DP5815  DYNAMIC HEIGHT  -         37.671 (meters)      123.59  (feet) COMP
 DP5815  MODELED GRAVITY -    980,213.9   (mgal)                       NAVD 88
 DP5815
 DP5815  VERT ORDER      -  FIRST     CLASS II
 DP5815
 DP5815.The horizontal coordinates were determined by differentially corrected
 DP5815.hand held GPS observations or other comparable positioning techniques
 DP5815.and have an estimated accuracy of +/- 3 meters.
 DP5815
 DP5815.The orthometric height was determined by differential leveling and
 DP5815.adjusted by the NATIONAL GEODETIC SURVEY
 DP5815.in April 2015.
 DP5815
 DP5815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5815.GEOID18 height accuracy estimate available here.
 DP5815
 DP5815.Click photographs - Photos may exist for this station.
 DP5815
 DP5815.The dynamic height is computed by dividing the NAVD 88
 DP5815.geopotential number by the normal gravity value computed on the
 DP5815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5815.degrees latitude (g = 980.6199 gals.).
 DP5815
 DP5815.The modeled gravity was interpolated from observed gravity values.
 DP5815
 DP5815;                    North         East    Units  Estimated Accuracy
 DP5815;SPC NJ       -   157,829.0     160,718.4     MT  (+/- 3 meters HH1 GPS) 
 DP5815
 DP5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5323656243(NAD 83)
 DP5815
 DP5815                          SUPERSEDED SURVEY CONTROL
 DP5815
 DP5815.No superseded survey control is available for this station.
 DP5815
 DP5815_MARKER: DD = SURVEY DISK
 DP5815_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5815_SP_SET: HEADWALL
 DP5815_STAMPING: 13 X 10 2014
 DP5815_MARK LOGO: NJGS
 DP5815_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5815+STABILITY: SURFACE MOTION
 DP5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5815+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5815
 DP5815  HISTORY     - Date     Condition        Report By
 DP5815  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5815
 DP5815                          STATION DESCRIPTION
 DP5815
 DP5815'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5815'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF
 DP5815'ADELPHIA, 5.8 MI (9.3 KM) EAST-NORTHEAST OF ROOSEVELT AND 5.3 MI (8.5
 DP5815'KM) WEST OF FREEHOLD.  IN MANALAPAN TOWNSHIP.
 DP5815'
 DP5815'TO REACH FROM THE INTERSECTION OF MILLHURST ROAD/SWEETMANS LANE
 DP5815'(COUNTY ROUTE 527) GO 1.7 MI (2.7 KM) WEST ON NEW JERSEY STATE ROUTE
 DP5815'33 TO THE STATION ON THE RIGHT SET IN A DRILL HOLE IN THE EAST CORNER
 DP5815'OF A CONCRETE HEADWALL ON THE NORTH SIDE OF WESTBOUND ROUTE 33 FOR
 DP5815'STILLHOUSE BROOK.
 DP5815'
 DP5815'IT IS 12.3 FT (3.7 M) NORTH OF A SIGN (STILLHOUSE BROOK/MANALAPAN
 DP5815'TWSP), 12 FT (3.7 M) NORTH OF THE NORTH GUARDRAIL, 18 FT (5.5 M) NORTH
 DP5815'OF THE NORTH EDGE OF PAVING OF WESTBOUND ROUTE 33, 59 FT (18.0 M)
 DP5815'WEST-NORTHWEST OF POLE NUMBER 20816A51738, 116 FT (35.4 M)
 DP5815'EAST-NORTHEAST OF POLE NUMBER 208145A51742, 11.5 FT (3.5 M) NORTH OF A
 DP5815'WITNESS POST.  THE STATION IS ABOUT 6 FT (1.8 M) LOWER THAN THE
 DP5815'ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9971 ***********************************************************************
 DP9971  DESIGNATION -  13 X 11
 DP9971  PID         -  DP9971
 DP9971  STATE/COUNTY-  NJ/MONMOUTH
 DP9971  COUNTRY     -  US
 DP9971  USGS QUAD   -  MARLBORO (2016)
 DP9971
 DP9971                         *CURRENT SURVEY CONTROL
 DP9971  ______________________________________________________________________
 DP9971* NAD 83(1986) POSITION- 40 20 06.26   (N) 074 11 34.36   (W)   HD_HELD1
 DP9971* NAVD 88 ORTHO HEIGHT -    40.825 (meters)      133.94  (feet) ADJUSTED
 DP9971  ______________________________________________________________________
 DP9971  GEOID HEIGHT    -        -32.342 (meters)                     GEOID18
 DP9971  DYNAMIC HEIGHT  -         40.808 (meters)      133.88  (feet) COMP
 DP9971  MODELED GRAVITY -    980,218.0   (mgal)                       NAVD 88
 DP9971
 DP9971  VERT ORDER      -  FIRST     CLASS II
 DP9971
 DP9971.The horizontal coordinates were determined by differentially corrected
 DP9971.hand held GPS observations or other comparable positioning techniques
 DP9971.and have an estimated accuracy of +/- 3 meters.
 DP9971
 DP9971.The orthometric height was determined by differential leveling and
 DP9971.adjusted by the NATIONAL GEODETIC SURVEY
 DP9971.in February 2016.
 DP9971
 DP9971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9971.GEOID18 height accuracy estimate available here.
 DP9971
 DP9971.Click photographs - Photos may exist for this station.
 DP9971
 DP9971.The dynamic height is computed by dividing the NAVD 88
 DP9971.geopotential number by the normal gravity value computed on the
 DP9971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9971.degrees latitude (g = 980.6199 gals.).
 DP9971
 DP9971.The modeled gravity was interpolated from observed gravity values.
 DP9971
 DP9971;                    North         East    Units  Estimated Accuracy
 DP9971;SPC NJ       -   166,761.7     176,095.1     MT  (+/- 3 meters HH1 GPS) 
 DP9971
 DP9971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6855865260(NAD 83)
 DP9971
 DP9971                          SUPERSEDED SURVEY CONTROL
 DP9971
 DP9971.No superseded survey control is available for this station.
 DP9971
 DP9971_MARKER: DD = SURVEY DISK
 DP9971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP9971_SP_SET: HEADWALL
 DP9971_STAMPING: 13 X 11 2015
 DP9971_MARK LOGO: NJGS
 DP9971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9971+STABILITY: SURFACE MOTION
 DP9971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9971+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9971
 DP9971  HISTORY     - Date     Condition        Report By
 DP9971  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9971
 DP9971                          STATION DESCRIPTION
 DP9971
 DP9971'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9971'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF KEYPORT, 6.7 MI
 DP9971'(10.8 KM) NORTHEAST OF FREEHOLD AND 3.2 MI (5.1 KM) EAST-NORTHEAST OF
 DP9971'MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9971'
 DP9971'TO REACH FROM THE INTERSECTION OF NEWMAN SPRINGS ROAD/MAIN STREET
 DP9971'(COUNTY ROUTE 520) AND NEW JERSEY ROUTE 34, GO 0.7 MI (1.1 KM) SOUTH
 DP9971'ON ROUTE 34 TO THE STATION ON THE LEFT, STATION IS SET IN A DRILL HOLE
 DP9971'IN A HEADWALL FOR A PIPE CROSSING ON THE NORTHEAST SIDE OF THE
 DP9971'T-JUNCTION OF ROUTE 34 AND BRAY STREET.
 DP9971'
 DP9971'IT IS 32.3 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF ROUTE 34, 18 FT
 DP9971'(5.5 M) NORTH-NORTHWEST OF THE CENTERLINE OF BRAY STREET, 15.7 FT (4.8
 DP9971'M) WEST OF A STOP SIGN, 1 FT (0.3 M) EAST OF THE WEST END OF THE
 DP9971'HEADWALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5327 ***********************************************************************
 DR5327  DESIGNATION -  13 X 12
 DR5327  PID         -  DR5327
 DR5327  STATE/COUNTY-  NJ/MONMOUTH
 DR5327  COUNTRY     -  US
 DR5327  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5327
 DR5327                         *CURRENT SURVEY CONTROL
 DR5327  ______________________________________________________________________
 DR5327* NAD 83(1986) POSITION- 40 23 46.41   (N) 073 59 09.98   (W)   HD_HELD1
 DR5327* NAVD 88 ORTHO HEIGHT -    60.504 (meters)      198.50  (feet) ADJUSTED
 DR5327  ______________________________________________________________________
 DR5327  GEOID HEIGHT    -        -32.587 (meters)                     GEOID18
 DR5327  DYNAMIC HEIGHT  -         60.478 (meters)      198.42  (feet) COMP
 DR5327  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 DR5327
 DR5327  VERT ORDER      -  FIRST     CLASS II
 DR5327
 DR5327.The horizontal coordinates were determined by differentially corrected
 DR5327.hand held GPS observations or other comparable positioning techniques
 DR5327.and have an estimated accuracy of +/- 3 meters.
 DR5327
 DR5327.The orthometric height was determined by differential leveling and
 DR5327.adjusted by the NATIONAL GEODETIC SURVEY
 DR5327.in July 2020.
 DR5327
 DR5327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5327.GEOID18 height accuracy estimate available here.
 DR5327
 DR5327.Click photographs - Photos may exist for this station.
 DR5327
 DR5327.The dynamic height is computed by dividing the NAVD 88
 DR5327.geopotential number by the normal gravity value computed on the
 DR5327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5327.degrees latitude (g = 980.6199 gals.).
 DR5327
 DR5327.The modeled gravity was interpolated from observed gravity values.
 DR5327
 DR5327;                    North         East    Units  Estimated Accuracy
 DR5327;SPC NJ       -   173,633.0     193,624.5     MT  (+/- 3 meters HH1 GPS) 
 DR5327
 DR5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8604472229(NAD 83)
 DR5327
 DR5327                          SUPERSEDED SURVEY CONTROL
 DR5327
 DR5327.No superseded survey control is available for this station.
 DR5327
 DR5327_MARKER: DD = SURVEY DISK
 DR5327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5327_SP_SET: CURB
 DR5327_STAMPING: 13 X 12 2018
 DR5327_MARK LOGO: NJGS
 DR5327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5327+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2018
 DR5327
 DR5327  HISTORY     - Date     Condition        Report By
 DR5327  HISTORY     - 20181009 MONUMENTED       NJGS
 DR5327
 DR5327                          STATION DESCRIPTION
 DR5327
 DR5327'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5327'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) NORTH OF ASBURY PARK, 11.6
 DR5327'MI (18.7 KM) EAST-SOUTHEAST OF KEYPORT AND 6.4 MI (10.3 KM) NORTH OF
 DR5327'LONG BRANCH, IN HIGHLANDS.
 DR5327'
 DR5327'THE MARK IS LOCATED ON THE TWIN LIGHTS STATE PARK FACILITY IN
 DR5327'HIGHLANDS, NJ (THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 DR5327'PARKS AND FORESTRY DIVISION AND MANAGED BY THE TWIN LIGHTS HISTORICAL
 DR5327'SOCIETY, LIGHTHOUSE ROAD, HIGHLANDS, NJ 07732).
 DR5327'
 DR5327'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 36 AND
 DR5327'PORTLAND ROAD DRIVE 140.33 FT (42.8 M) THEN MAKE A RIGHT ON HIGHLAND
 DR5327'AVENUE, DRIVE 0.12 MI (0.19 KM) THEN BEAR LEFT ON LIGHTHOUSE ROAD,
 DR5327'PROCEED UP THE HILL TO THE PARKING LOT AND THE STATION ON THE RIGHT,
 DR5327'SET IN A DRILL HOLE IN THE CURB AT THE NORTHEAST CORNER NEAR THE WEST
 DR5327'BANK OF PARKING SLOTS, EAST OF THE LIGHTHOUSE SIGN.
 DR5327'
 DR5327'THE STATION IS 129 FT (39.3 M) SOUTH-SOUTHWEST OF FROM THE ENTRANCE
 DR5327'GATE OF THE LIGHTHOUSE, 94 FT (28.7 M) SOUTHWEST OF FLAG POLE, 20 FT
 DR5327'(6.1 M) WEST OF THE CENTERLINE OF THE DRIVEWAY, 3.5 FT (1.1 M)
 DR5327'EAST-SOUTHEAST OF THE EAST SIDE OF THE LIGHTHOUSE SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5315 ***********************************************************************
 DR5315  DESIGNATION -  13 X 13
 DR5315  PID         -  DR5315
 DR5315  STATE/COUNTY-  NJ/MONMOUTH
 DR5315  COUNTRY     -  US
 DR5315  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5315
 DR5315                         *CURRENT SURVEY CONTROL
 DR5315  ______________________________________________________________________
 DR5315* NAD 83(1986) POSITION- 40 24 10.23   (N) 073 59 43.52   (W)   HD_HELD1
 DR5315* NAVD 88 ORTHO HEIGHT -    21.195 (meters)       69.54  (feet) ADJUSTED
 DR5315  ______________________________________________________________________
 DR5315  GEOID HEIGHT    -        -32.560 (meters)                     GEOID18
 DR5315  DYNAMIC HEIGHT  -         21.186 (meters)       69.51  (feet) COMP
 DR5315  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 DR5315
 DR5315  VERT ORDER      -  FIRST     CLASS II
 DR5315
 DR5315.The horizontal coordinates were determined by differentially corrected
 DR5315.hand held GPS observations or other comparable positioning techniques
 DR5315.and have an estimated accuracy of +/- 3 meters.
 DR5315
 DR5315.The orthometric height was determined by differential leveling and
 DR5315.adjusted by the NATIONAL GEODETIC SURVEY
 DR5315.in July 2020.
 DR5315
 DR5315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5315.GEOID18 height accuracy estimate available here.
 DR5315
 DR5315.Click photographs - Photos may exist for this station.
 DR5315
 DR5315.The dynamic height is computed by dividing the NAVD 88
 DR5315.geopotential number by the normal gravity value computed on the
 DR5315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5315.degrees latitude (g = 980.6199 gals.).
 DR5315
 DR5315.The modeled gravity was interpolated from observed gravity values.
 DR5315
 DR5315;                    North         East    Units  Estimated Accuracy
 DR5315;SPC NJ       -   174,363.1     192,829.4     MT  (+/- 3 meters HH1 GPS) 
 DR5315
 DR5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8524572954(NAD 83)
 DR5315
 DR5315                          SUPERSEDED SURVEY CONTROL
 DR5315
 DR5315.No superseded survey control is available for this station.
 DR5315
 DR5315_MARKER: DD = SURVEY DISK
 DR5315_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5315+WITH SETTING: PAVEMENT
 DR5315_SP_SET: FOUNDATION
 DR5315_STAMPING: 13 X 13 2018
 DR5315_MARK LOGO: NJGS
 DR5315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5315+STABILITY: SURFACE MOTION
 DR5315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5315+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 DR5315
 DR5315  HISTORY     - Date     Condition        Report By
 DR5315  HISTORY     - 20180201 MONUMENTED       NJGS
 DR5315
 DR5315                          STATION DESCRIPTION
 DR5315
 DR5315'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5315'THE MARK IS LOCATED ABOUT 12.6 MI (20.3 KM) NORTH OF ASBURY PARK, 11.0
 DR5315'MI (17.7 KM) EAST OF KEYPORT AND 6.8 MI (10.9 KM) NORTH OF LONG BRANCH
 DR5315'IN BOROUGH HIGHLANDS.
 DR5315'
 DR5315'TO REACH FROM THE WEST END OF THE STATE ROUTE 36 BRIDGE OVER THE
 DR5315'SHREWSBURY RIVER, GO 0.81 MI (1.30 KM) WEST ON STATE ROUTE 26 NORTH.
 DR5315'TURN RIGHT ON WATERWITCH AVENUE, GO 88.4 FT (26.9 M) AND   THE STATION
 DR5315'IS ON THE LEFT.
 DR5315'
 DR5315'THE STATION IS SET IN A DRILL HOLE ON A CONCRETE FOUNDATION OF AN 6 FT
 DR5315'(1.8 M) X 8 FT (2.4 M) UTILITY BOX LOCATED BEHIND A HEDGE AND NEXT TO
 DR5315'A BASEBALL FIELD, 133.4 FT (40.7 M) EAST-NORTHEAST OF THE EAST END
 DR5315'BACKSTOP/RETAINING WALL, 102.5 FT (31.2 M) NORTH-NORTHWEST OF A POWER
 DR5315'LINE POLE NUMBERED BT271MDT, 66 FT (20.1 M) NORTH-NORTHEAST OF THE
 DR5315'NORTHEAST CORNER OF A BUS STOP CONCRETE SLAB, 34.5 FT (10.5 M)
 DR5315'WEST-NORTHWEST OF THE CENTERLINE OF WATERWITCH AVENUE, 9 FT (2.7 M)
 DR5315'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL BOX FOR AN
 DR5315'ELECTRICITY METER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5295 ***********************************************************************
 DR5295  DESIGNATION -  13 X 14
 DR5295  PID         -  DR5295
 DR5295  STATE/COUNTY-  NJ/MONMOUTH
 DR5295  COUNTRY     -  US
 DR5295  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5295
 DR5295                         *CURRENT SURVEY CONTROL
 DR5295  ______________________________________________________________________
 DR5295* NAD 83(1986) POSITION- 40 21 03.63   (N) 074 04 39.85   (W)   HD_HELD1
 DR5295* NAVD 88 ORTHO HEIGHT -     3.741 (meters)       12.27  (feet) ADJUSTED
 DR5295  ______________________________________________________________________
 DR5295  GEOID HEIGHT    -        -32.486 (meters)                     GEOID18
 DR5295  DYNAMIC HEIGHT  -          3.739 (meters)       12.27  (feet) COMP
 DR5295  MODELED GRAVITY -    980,203.1   (mgal)                       NAVD 88
 DR5295
 DR5295  VERT ORDER      -  FIRST     CLASS II
 DR5295
 DR5295.The horizontal coordinates were determined by differentially corrected
 DR5295.hand held GPS observations or other comparable positioning techniques
 DR5295.and have an estimated accuracy of +/- 3 meters.
 DR5295
 DR5295.The orthometric height was determined by differential leveling and
 DR5295.adjusted by the NATIONAL GEODETIC SURVEY
 DR5295.in July 2020.
 DR5295
 DR5295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5295.GEOID18 height accuracy estimate available here.
 DR5295
 DR5295.Click photographs - Photos may exist for this station.
 DR5295
 DR5295.The dynamic height is computed by dividing the NAVD 88
 DR5295.geopotential number by the normal gravity value computed on the
 DR5295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5295.degrees latitude (g = 980.6199 gals.).
 DR5295
 DR5295.The modeled gravity was interpolated from observed gravity values.
 DR5295
 DR5295;                    North         East    Units  Estimated Accuracy
 DR5295;SPC NJ       -   168,571.4     185,869.9     MT  (+/- 3 meters HH1 GPS) 
 DR5295
 DR5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7832067125(NAD 83)
 DR5295
 DR5295                          SUPERSEDED SURVEY CONTROL
 DR5295
 DR5295.No superseded survey control is available for this station.
 DR5295
 DR5295_MARKER: DD = SURVEY DISK
 DR5295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5295_SP_SET: BRIDGE BALUSTRADE
 DR5295_STAMPING: 13 X 14 2018
 DR5295_MARK LOGO: NJGS
 DR5295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5295+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5295
 DR5295  HISTORY     - Date     Condition        Report By
 DR5295  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5295
 DR5295                          STATION DESCRIPTION
 DR5295
 DR5295'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5295'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-NORTHEAST OF MARLBORO,
 DR5295'8.6 MI (13.8 KM) SOUTHEAST OF KEYPORT AND 5.5 MI (8.8 KM) NORTHWEST OF
 DR5295'LONG BRANCH, IN RED BANK.
 DR5295'
 DR5295'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE EAST END
 DR5295'BALUSTRADE RAIL ON THE NORTH SIDE OF THE WEST FRONT STREET (COUNTY
 DR5295'ROUTE 10) BRIDGE (HUBBARDS BRIDGE) CROSSING THE SWIMMING RIVER.
 DR5295'
 DR5295'THE STATION IS ABOUT 0.06 MI (0.10 KM) WEST OF THE JUNCTION OF
 DR5295'SHREWSBURY AVENUE/RECTOR ROAD (COUNTY ROUTE 13) ALONG WEST FRONT
 DR5295'STREET, 23.5 FT (7.2 M) NORTH OF THE CENTERLINE OF WEST FRONT STREET,
 DR5295'3 FT (0.9 M) WEST-SOUTHWEST OF A STREET LIGHT POST, 96 FT (29.3 M)
 DR5295'WEST OF A POLE WITH NO NUMBER, 135 FT (41.1 M) WEST OF THE CENTER OF
 DR5295'THE RAILROAD BRIDGE OVERPASS SPANNING WEST FRONT STREET.  THE STATION
 DR5295'IS ABOUT 3 FT (0.9 M) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5362 ***********************************************************************
 DR5362  DESIGNATION -  13 X 15
 DR5362  PID         -  DR5362
 DR5362  STATE/COUNTY-  NJ/MONMOUTH
 DR5362  COUNTRY     -  US
 DR5362  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5362
 DR5362                         *CURRENT SURVEY CONTROL
 DR5362  ______________________________________________________________________
 DR5362* NAD 83(1986) POSITION- 40 25 47.73   (N) 074 05 31.62   (W)   HD_HELD1
 DR5362* NAVD 88 ORTHO HEIGHT -     2.970 (meters)        9.74  (feet) ADJUSTED
 DR5362  ______________________________________________________________________
 DR5362  GEOID HEIGHT    -        -32.379 (meters)                     GEOID18
 DR5362  DYNAMIC HEIGHT  -          2.969 (meters)        9.74  (feet) COMP
 DR5362  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 DR5362
 DR5362  VERT ORDER      -  FIRST     CLASS II
 DR5362
 DR5362.The horizontal coordinates were determined by differentially corrected
 DR5362.hand held GPS observations or other comparable positioning techniques
 DR5362.and have an estimated accuracy of +/- 3 meters.
 DR5362
 DR5362.The orthometric height was determined by differential leveling and
 DR5362.adjusted by the NATIONAL GEODETIC SURVEY
 DR5362.in July 2020.
 DR5362
 DR5362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5362.GEOID18 height accuracy estimate available here.
 DR5362
 DR5362.Click photographs - Photos may exist for this station.
 DR5362
 DR5362.The dynamic height is computed by dividing the NAVD 88
 DR5362.geopotential number by the normal gravity value computed on the
 DR5362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5362.degrees latitude (g = 980.6199 gals.).
 DR5362
 DR5362.The modeled gravity was interpolated from observed gravity values.
 DR5362
 DR5362;                    North         East    Units  Estimated Accuracy
 DR5362;SPC NJ       -   177,327.9     184,607.9     MT  (+/- 3 meters HH1 GPS) 
 DR5362
 DR5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7700875872(NAD 83)
 DR5362
 DR5362                          SUPERSEDED SURVEY CONTROL
 DR5362
 DR5362.No superseded survey control is available for this station.
 DR5362
 DR5362_MARKER: DD = SURVEY DISK
 DR5362_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5362_SP_SET: ABUTMENT
 DR5362_STAMPING: 13 X 15 2018
 DR5362_MARK LOGO: NJGS
 DR5362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5362+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 DR5362
 DR5362  HISTORY     - Date     Condition        Report By
 DR5362  HISTORY     - 20180825 MONUMENTED       NJGS
 DR5362
 DR5362                          STATION DESCRIPTION
 DR5362
 DR5362'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5362'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) EAST-SOUTHEAST OF PERTH
 DR5362'AMBOY, 10.1 MI (16.3 KM) NORTH-NORTHWEST OF LONG BRANCH AND 5.7 MI
 DR5362'(9.2 KM) EAST OF KEYPORT, IN MIDDLETOWN TOWNSHIP.
 DR5362'
 DR5362'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 36 AND MAIN STREET,
 DR5362'GO 0.6 MI (1.0 KM) NORTHEAST ON MAIN STREET TO THE JUNCTION WITH
 DR5362'BROADWAY.  TURN RIGHT AND GO 0.2 MI (0.3 KM) EAST ON BROADWAY TO THE
 DR5362'STATION ON THE LEFT.
 DR5362'
 DR5362'THE STATION IS SET IN A DRILL HOLE IN THE ABUTMENT LEVEL WITH THE
 DR5362'SIDEWALK AT THE NORTH CORNER OF THE BROADWAY WEST BRIDGE (MT-4)
 DR5362'ABUTMENT SPANNING COMPTON CREEK, 5 FT (1.5 M) NORTH OF THE NORTH CURB,
 DR5362'20.5 FT (6.2 M) NORTH OF THE CENTERLINE OF BROADWAY, 26 FT (7.9 M)
 DR5362'WEST OF THE CENTER OF THE BRIDGE, 10 FT (3.0 M) EAST OF THE WEST END
 DR5362'OF THE NORTH BALUSTRADE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6329 ***********************************************************************
 KV6329  DESIGNATION -  13 X 2
 KV6329  PID         -  KV6329
 KV6329  STATE/COUNTY-  NJ/MONMOUTH
 KV6329  COUNTRY     -  US
 KV6329  USGS QUAD   -  ALLENTOWN (2016)
 KV6329
 KV6329                         *CURRENT SURVEY CONTROL
 KV6329  ______________________________________________________________________
 KV6329* NAD 83(2011) POSITION- 40 10 48.09053(N) 074 33 11.83811(W)   ADJUSTED
 KV6329* NAD 83(2011) ELLIP HT-    -0.913 (meters)        (06/27/12)   ADJUSTED
 KV6329* NAD 83(2011) EPOCH   -  2010.00
 KV6329* NAVD 88 ORTHO HEIGHT -    31.643 (meters)      103.82  (feet) ADJUSTED
 KV6329  ______________________________________________________________________
 KV6329  GEOID HEIGHT    -        -32.567 (meters)                     GEOID18
 KV6329  NAD 83(2011) X  -  1,299,704.880 (meters)                     COMP
 KV6329  NAD 83(2011) Y  - -4,703,567.453 (meters)                     COMP
 KV6329  NAD 83(2011) Z  -  4,093,277.493 (meters)                     COMP
 KV6329  LAPLACE CORR    -          3.77  (seconds)                    DEFLEC18
 KV6329  DYNAMIC HEIGHT  -         31.630 (meters)      103.77  (feet) COMP
 KV6329  MODELED GRAVITY -    980,208.0   (mgal)                       NAVD 88
 KV6329
 KV6329  VERT ORDER      -  FIRST     CLASS II
 KV6329
 KV6329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6329  Standards:
 KV6329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6329  -------------------------------------------------------------------
 KV6329  NETWORK    0.54   0.86           0.25   0.18   0.44      0.08614980
 KV6329  -------------------------------------------------------------------
 KV6329  Click here for local accuracies and other accuracy information.
 KV6329
 KV6329.The horizontal coordinates were established by GPS observations
 KV6329.and adjusted by the National Geodetic Survey in June 2012.
 KV6329
 KV6329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6329.been affixed to the stable North American tectonic plate. See 
 KV6329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6329
 KV6329.The horizontal coordinates are valid at the epoch date displayed above
 KV6329.which is a decimal equivalence of Year/Month/Day.
 KV6329
 KV6329.The orthometric height was determined by differential leveling and
 KV6329.adjusted by the NATIONAL GEODETIC SURVEY
 KV6329.in June 1991.
 KV6329
 KV6329.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6329.GEOID18 height accuracy estimate available here.
 KV6329
 KV6329.Click photographs - Photos may exist for this station.
 KV6329
 KV6329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6329
 KV6329.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6329
 KV6329.The ellipsoidal height was determined by GPS observations
 KV6329.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6329
 KV6329;                    North         East     Units Scale Factor Converg.
 KV6329;SPC NJ       -   149,503.108   145,461.927   MT  0.99990025   -0 02 03.8
 KV6329;SPC NJ       -   490,494.78    477,236.34   sFT  0.99990025   -0 02 03.8
 KV6329;UTM  18      - 4,447,834.215   538,030.912   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3803047834(NAD 83)
 KV6329
 KV6329                          SUPERSEDED SURVEY CONTROL
 KV6329
 KV6329  NAD 83(2007)-  40 10 48.09109(N)    074 33 11.83874(W) AD(2002.00) 0
 KV6329  ELLIP H (02/10/07)   -0.908  (m)                       GP(2002.00)    
 KV6329  NAD 83(1996)-  40 10 48.09111(N)    074 33 11.83871(W) AD(       ) 1
 KV6329  ELLIP H (04/17/03)   -0.882  (m)                       GP(       ) 3 1
 KV6329  NAVD 88              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
 KV6329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6329.See file dsdata.pdf to determine how the superseded data were derived.
 KV6329
 KV6329_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6329_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6977 ***********************************************************************
 KV6977  DESIGNATION -  13 X 3
 KV6977  PID         -  KV6977
 KV6977  STATE/COUNTY-  NJ/MONMOUTH
 KV6977  COUNTRY     -  US
 KV6977  USGS QUAD   -  ADELPHIA (2019)
 KV6977
 KV6977                         *CURRENT SURVEY CONTROL
 KV6977  ______________________________________________________________________
 KV6977* NAD 83(2011) POSITION- 40 12 25.45361(N) 074 21 05.35447(W)   ADJUSTED
 KV6977* NAD 83(2011) ELLIP HT-    17.211 (meters)        (06/27/12)   ADJUSTED
 KV6977* NAD 83(2011) EPOCH   -  2010.00
 KV6977* NAVD 88 ORTHO HEIGHT -    49.6   (meters)      163.    (feet) GPS OBS
 KV6977  ______________________________________________________________________
 KV6977  NAVD 88 orthometric height was determined with geoid model    GEOID99
 KV6977  GEOID HEIGHT    -        -32.368 (meters)                     GEOID99
 KV6977  GEOID HEIGHT    -        -32.370 (meters)                     GEOID18
 KV6977  NAD 83(2011) X  -  1,315,744.144 (meters)                     COMP
 KV6977  NAD 83(2011) Y  - -4,697,107.680 (meters)                     COMP
 KV6977  NAD 83(2011) Z  -  4,095,583.140 (meters)                     COMP
 KV6977  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 KV6977
 KV6977  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6977  Standards:
 KV6977         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6977            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6977  -------------------------------------------------------------------
 KV6977  NETWORK    0.91   1.45           0.42   0.31   0.74      0.04934247
 KV6977  -------------------------------------------------------------------
 KV6977  Click here for local accuracies and other accuracy information.
 KV6977
 KV6977.The horizontal coordinates were established by GPS observations
 KV6977.and adjusted by the National Geodetic Survey in June 2012.
 KV6977
 KV6977.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6977.been affixed to the stable North American tectonic plate. See 
 KV6977.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6977
 KV6977.The horizontal coordinates are valid at the epoch date displayed above
 KV6977.which is a decimal equivalence of Year/Month/Day.
 KV6977
 KV6977.The orthometric height was determined by GPS observations and a
 KV6977.high-resolution geoid model.
 KV6977
 KV6977.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6977.GEOID18 height accuracy estimate available here.
 KV6977
 KV6977.Click photographs - Photos may exist for this station.
 KV6977
 KV6977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6977
 KV6977.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6977
 KV6977.The ellipsoidal height was determined by GPS observations
 KV6977.and is referenced to NAD 83.
 KV6977
 KV6977. The following values were computed from the NAD 83(2011) position.
 KV6977
 KV6977;                    North         East     Units Scale Factor Converg.
 KV6977;SPC NJ       -   152,515.089   162,642.415   MT  0.99990197   +0 05 45.1
 KV6977;SPC NJ       -   500,376.59    533,602.66   sFT  0.99990197   +0 05 45.1
 KV6977;UTM  18      - 4,450,942.059   555,189.469   MT  0.99963749   +0 25 07.2
 KV6977
 KV6977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6977!SPC NJ       -   0.99999730  x   0.99990197  =   0.99989927
 KV6977!UTM  18      -   0.99999730  x   0.99963749  =   0.99963479
 KV6977
 KV6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5518950942(NAD 83)
 KV6977
 KV6977                          SUPERSEDED SURVEY CONTROL
 KV6977
 KV6977  NAD 83(2007)-  40 12 25.45463(N)    074 21 05.35477(W) AD(2002.00) 0
 KV6977  ELLIP H (02/10/07)   17.232  (m)                       GP(2002.00)    
 KV6977  ELLIP H (10/23/02)   17.246  (m)                       GP(       ) 4 1
 KV6977  NAD 83(1996)-  40 12 25.45452(N)    074 21 05.35507(W) AD(       ) 1
 KV6977  ELLIP H (05/14/99)   17.243  (m)                       GP(       ) 4 1
 KV6977  NAD 83(1986)-  40 12 25.45546(N)    074 21 05.35715(W) AD(       ) 1
 KV6977  NAVD 88 (02/25/94)   49.6    (m)  GEOID93  model used  GPS OBS        
 KV6977
 KV6977.Superseded values are not recommended for survey control.
 KV6977
 KV6977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6977.See file dsdata.pdf to determine how the superseded data were derived.
 KV6977
 KV6977_MARKER: DD = SURVEY DISK
 KV6977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - June 12, 2017
 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  HISTORY     - 20170612 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'
 KV6977
 KV6977                          STATION RECOVERY (2017)
 KV6977
 KV6977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 KV6977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9817 ***********************************************************************
 DE9817  DESIGNATION -  13 X 5
 DE9817  PID         -  DE9817
 DE9817  STATE/COUNTY-  NJ/MONMOUTH
 DE9817  COUNTRY     -  US
 DE9817  USGS QUAD   -  ALLENTOWN (2016)
 DE9817
 DE9817                         *CURRENT SURVEY CONTROL
 DE9817  ______________________________________________________________________
 DE9817* NAD 83(1986) POSITION- 40 10 52.42   (N) 074 35 21.69   (W)   HD_HELD1
 DE9817* NAVD 88 ORTHO HEIGHT -    24.504 (meters)       80.39  (feet) ADJUSTED
 DE9817  ______________________________________________________________________
 DE9817  GEOID HEIGHT    -        -32.640 (meters)                     GEOID18
 DE9817  DYNAMIC HEIGHT  -         24.493 (meters)       80.36  (feet) COMP
 DE9817  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 DE9817
 DE9817  VERT ORDER      -  FIRST     CLASS II
 DE9817
 DE9817.The horizontal coordinates were determined by differentially corrected
 DE9817.hand held GPS observations or other comparable positioning techniques
 DE9817.and have an estimated accuracy of +/- 3 meters.
 DE9817
 DE9817.The orthometric height was determined by differential leveling and
 DE9817.adjusted by the NATIONAL GEODETIC SURVEY
 DE9817.in March 2005.
 DE9817
 DE9817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9817.GEOID18 height accuracy estimate available here.
 DE9817
 DE9817.Click photographs - Photos may exist for this station.
 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       -   149,639.1     142,390.3     MT  (+/- 3 meters HH1 GPS) 
 DE9817
 DE9817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3495947952(NAD 83)
 DE9817
 DE9817                          SUPERSEDED SURVEY CONTROL
 DE9817
 DE9817.No superseded survey control is available for this station.
 DE9817
 DE9817_MARKER: DD = SURVEY DISK
 DE9817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE9817_SP_SET: 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 NOT SUITABLE FOR
 DE9817+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2021
 DE9817
 DE9817  HISTORY     - Date     Condition        Report By
 DE9817  HISTORY     - 2002     MONUMENTED       NJGS
 DE9817  HISTORY     - 20020708 GOOD             NJGS
 DE9817  HISTORY     - 20100326 GOOD             NJGS
 DE9817  HISTORY     - 20200121 GOOD             NJGS
 DE9817  HISTORY     - 20210525 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'
 DE9817
 DE9817                          STATION RECOVERY (2010)
 DE9817
 DE9817'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DE9817'RECOVERED IN GOOD CONDITION.
 DE9817
 DE9817                          STATION RECOVERY (2020)
 DE9817
 DE9817'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 DE9817'RECOVERED IN GOOD CONDITION.
 DE9817
 DE9817                          STATION RECOVERY (2021)
 DE9817
 DE9817'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DE9817'UNABLE TO GET SECOND OPUS OBSERVATION AFTER SEVERAL ATTEMPTS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6974 ***********************************************************************
 DM6974  DESIGNATION -  13 X 6
 DM6974  PID         -  DM6974
 DM6974  STATE/COUNTY-  NJ/MONMOUTH
 DM6974  COUNTRY     -  US
 DM6974  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6974
 DM6974                         *CURRENT SURVEY CONTROL
 DM6974  ______________________________________________________________________
 DM6974* NAD 83(1986) POSITION- 40 19 03.36   (N) 073 58 47.35   (W)   HD_HELD1
 DM6974* NAVD 88 ORTHO HEIGHT -     3.471 (meters)       11.39  (feet) ADJUSTED
 DM6974  ______________________________________________________________________
 DM6974  GEOID HEIGHT    -        -32.714 (meters)                     GEOID18
 DM6974  DYNAMIC HEIGHT  -          3.470 (meters)       11.38  (feet) COMP
 DM6974  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 DM6974
 DM6974  VERT ORDER      -  FIRST     CLASS II
 DM6974
 DM6974.The horizontal coordinates were determined by differentially corrected
 DM6974.hand held GPS observations or other comparable positioning techniques
 DM6974.and have an estimated accuracy of +/- 3 meters.
 DM6974
 DM6974.The orthometric height was determined by differential leveling and
 DM6974.adjusted by the NATIONAL GEODETIC SURVEY
 DM6974.in July 2020.
 DM6974
 DM6974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6974.GEOID18 height accuracy estimate available here.
 DM6974
 DM6974.Click photographs - Photos may exist for this station.
 DM6974
 DM6974.The dynamic height is computed by dividing the NAVD 88
 DM6974.geopotential number by the normal gravity value computed on the
 DM6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6974.degrees latitude (g = 980.6199 gals.).
 DM6974
 DM6974.The modeled gravity was interpolated from observed gravity values.
 DM6974
 DM6974;                    North         East    Units  Estimated Accuracy
 DM6974;SPC NJ       -   164,906.3     194,209.4     MT  (+/- 3 meters HH1 GPS) 
 DM6974
 DM6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8667863508(NAD 83)
 DM6974
 DM6974                          SUPERSEDED SURVEY CONTROL
 DM6974
 DM6974  NAVD 88 (05/25/11)    3.483  (m)           11.43   (f) SUPERSEDED  1 2
 DM6974
 DM6974.Superseded values are not recommended for survey control.
 DM6974
 DM6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6974.See file dsdata.pdf to determine how the superseded data were derived.
 DM6974
 DM6974_MARKER: DD = SURVEY DISK
 DM6974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6974_STAMPING: 13 X 6 2008
 DM6974_MARK LOGO: NJGS
 DM6974_PROJECTION: FLUSH
 DM6974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6974+STABILITY: SURFACE MOTION
 DM6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6974+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2021
 DM6974
 DM6974  HISTORY     - Date     Condition        Report By
 DM6974  HISTORY     - UNK      MONUMENTED       NJDT
 DM6974  HISTORY     - 20080507 GOOD             NJGS
 DM6974  HISTORY     - 20150817 GOOD             NJGS
 DM6974  HISTORY     - 20181109 GOOD             NJGS
 DM6974  HISTORY     - 20211007 GOOD             AAAS
 DM6974
 DM6974                          STATION DESCRIPTION
 DM6974
 DM6974'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6974'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTHEAST OF
 DM6974'FARMINGDALE, 6.9 MI (11.1 KM) NORTH-NORTHEAST OF ASBURY PARK AND 1.1
 DM6974'MI (1.8 KM) NORTHEAST OF LONG BRANCH.
 DM6974'
 DM6974'THE STATION IS LOCATED IN LONG BRANCH, ON THE SOUTHWEST CORNER OF THE
 DM6974'JUNCTION OF OCEAN AVENUE (STATE ROUTE 36) AND AVENEL AVENUE.
 DM6974'
 DM6974'THE STATION IS 9.4 FT (2.9 M) WEST OF THE WEST CURBLINE OF THE
 DM6974'SOUTHBOUND LANES OF ROUTE 36, 14.9 FT (4.5 M) SOUTH-SOUTHWEST OF A
 DM6974'TRAFFIC SIGNAL, 72.5 FT (22.1 M) SOUTH OF THE CENTERLINE OF AVENEL
 DM6974'AVENUE, 13.4 FT (4.1 M) NORTH OF POLE NUMBER 1304, 49.5 FT (15.1 M)
 DM6974'EAST OF THE CENTER OF A CONCRETE DRAINAGE SWALE CULVERT IN FRONT OF
 DM6974'THE URSULA PLAZA SHOPPING CENTER, 133.7 FT (40.8 M) NORTH OF MILEPOST
 DM6974'6.
 DM6974
 DM6974                          STATION RECOVERY (2015)
 DM6974
 DM6974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 DM6974'THE STATION IS ALSO KNOWN AS ROUTE 36 BASELINE STATION 99 + 30.74.
 DM6974
 DM6974                          STATION RECOVERY (2018)
 DM6974
 DM6974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6974'RECOVERED AS DESCRIBED.
 DM6974
 DM6974                          STATION RECOVERY (2021)
 DM6974
 DM6974'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6974'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DM6974'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7192 ***********************************************************************
 DM7192  DESIGNATION -  13 X 7
 DM7192  PID         -  DM7192
 DM7192  STATE/COUNTY-  NJ/MONMOUTH
 DM7192  COUNTRY     -  US
 DM7192  USGS QUAD   -  ASBURY PARK (2019)
 DM7192
 DM7192                         *CURRENT SURVEY CONTROL
 DM7192  ______________________________________________________________________
 DM7192* NAD 83(1986) POSITION- 40 12 51.     (N) 074 00 50.     (W)   SCALED
 DM7192* NAVD 88 ORTHO HEIGHT -     3.815 (meters)       12.52  (feet) ADJUSTED
 DM7192  ______________________________________________________________________
 DM7192  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 DM7192  DYNAMIC HEIGHT  -          3.813 (meters)       12.51  (feet) COMP
 DM7192  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 DM7192
 DM7192  VERT ORDER      -  FIRST     CLASS II
 DM7192
 DM7192.The horizontal coordinates were scaled from a map and have
 DM7192.an estimated accuracy of +/- 6 seconds.
 DM7192
 DM7192.The orthometric height was determined by differential leveling and
 DM7192.adjusted by the NATIONAL GEODETIC SURVEY
 DM7192.in May 2011.
 DM7192
 DM7192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7192.GEOID18 height accuracy estimate available here.
 DM7192
 DM7192.Click photographs - Photos may exist for this station.
 DM7192
 DM7192.The dynamic height is computed by dividing the NAVD 88
 DM7192.geopotential number by the normal gravity value computed on the
 DM7192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7192.degrees latitude (g = 980.6199 gals.).
 DM7192
 DM7192.The modeled gravity was interpolated from observed gravity values.
 DM7192
 DM7192;                    North         East    Units  Estimated Accuracy
 DM7192;SPC NJ       -   153,410.      191,380.      MT  (+/- 180 meters Scaled)
 DM7192
 DM7192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK839519(NAD 83)
 DM7192
 DM7192                          SUPERSEDED SURVEY CONTROL
 DM7192
 DM7192.No superseded survey control is available for this station.
 DM7192
 DM7192_MARKER: DD = SURVEY DISK
 DM7192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7192_STAMPING: 13 X 7 2008
 DM7192_MARK LOGO: NJGS
 DM7192_PROJECTION: FLUSH
 DM7192_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7192+STABILITY: SURFACE MOTION
 DM7192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7192+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2010
 DM7192
 DM7192  HISTORY     - Date     Condition        Report By
 DM7192  HISTORY     - UNK      MONUMENTED       NJDT
 DM7192  HISTORY     - 20080813 GOOD             NJGS
 DM7192  HISTORY     - 20100801 GOOD             NJGS
 DM7192
 DM7192                          STATION DESCRIPTION
 DM7192
 DM7192'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7192'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, ON THE NORTHEAST
 DM7192'CORNER OF MAIN STREET (NJ ROUTE 71)-LAKE AVENUE (BOULEVARD) AND MAIN
 DM7192'STREET (LEADING TO OCEAN GROVE), IN FRONT OF THE WINDMILL RESTAURANT.
 DM7192'
 DM7192'THE STATION IS 6.0 FT (1.8 M) EAST OF THE EAST CURB OF ROUTE 71, 89.4
 DM7192'FT (27.2 M) NORTH OF POLE NUMBER 218209 A50298, 131.0 FT (39.9 M)
 DM7192'NORTH OF THE NOSE OF THE CURBLINE AT THE ROADWAY SPLIT BETWEEN ROUTE
 DM7192'71 AND LAKE AVENUE, 43.8 FT (13.4 M) SOUTH OF A METAL POLE, 139.5 FT
 DM7192'(42.5 M) SOUTH-SOUTHWEST OF BENCH MARK STATION 92O4.
 DM7192'
 DM7192'THE STATION IS LOCATED IN A CUT-OUT FLUSH WITH THE SIDEWALK ON THE
 DM7192'NORTH SIDE OF THE DRIVEWAY LEADING TO THE RESTAURANT.
 DM7192
 DM7192                          STATION RECOVERY (2010)
 DM7192
 DM7192'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7192'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7985 ***********************************************************************
 DP7985  DESIGNATION -  13 X 8
 DP7985  PID         -  DP7985
 DP7985  STATE/COUNTY-  NJ/MONMOUTH
 DP7985  COUNTRY     -  US
 DP7985  USGS QUAD   -  ASBURY PARK (2019)
 DP7985
 DP7985                         *CURRENT SURVEY CONTROL
 DP7985  ______________________________________________________________________
 DP7985* NAD 83(1986) POSITION- 40 07 33.96   (N) 074 02 42.91   (W)   HD_HELD1
 DP7985* NAVD 88 ORTHO HEIGHT -     4.033 (meters)       13.23  (feet) ADJUSTED
 DP7985  ______________________________________________________________________
 DP7985  GEOID HEIGHT    -        -32.982 (meters)                     GEOID18
 DP7985  DYNAMIC HEIGHT  -          4.031 (meters)       13.23  (feet) COMP
 DP7985  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 DP7985
 DP7985  VERT ORDER      -  FIRST     CLASS II
 DP7985
 DP7985.The horizontal coordinates were determined by differentially corrected
 DP7985.hand held GPS observations or other comparable positioning techniques
 DP7985.and have an estimated accuracy of +/- 3 meters.
 DP7985
 DP7985.The orthometric height was determined by differential leveling and
 DP7985.adjusted by the NATIONAL GEODETIC SURVEY
 DP7985.in September 2015.
 DP7985
 DP7985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7985.GEOID18 height accuracy estimate available here.
 DP7985
 DP7985.Click photographs - Photos may exist for this station.
 DP7985
 DP7985.The dynamic height is computed by dividing the NAVD 88
 DP7985.geopotential number by the normal gravity value computed on the
 DP7985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7985.degrees latitude (g = 980.6199 gals.).
 DP7985
 DP7985.The modeled gravity was interpolated from observed gravity values.
 DP7985
 DP7985;                    North         East    Units  Estimated Accuracy
 DP7985;SPC NJ       -   143,613.8     188,757.3     MT  (+/- 3 meters HH1 GPS) 
 DP7985
 DP7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8134742190(NAD 83)
 DP7985
 DP7985                          SUPERSEDED SURVEY CONTROL
 DP7985
 DP7985.No superseded survey control is available for this station.
 DP7985
 DP7985_MARKER: DD = SURVEY DISK
 DP7985_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7985_SP_SET: BRIDGE CULVERT HEADWALL
 DP7985_STAMPING: 13 X 8 2012
 DP7985_MARK LOGO: NJGS
 DP7985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7985+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 DP7985
 DP7985  HISTORY     - Date     Condition        Report By
 DP7985  HISTORY     - 20120517 MONUMENTED       NJGS
 DP7985
 DP7985                          STATION DESCRIPTION
 DP7985
 DP7985'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7985'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF
 DP7985'ASBURY PARK, 3.2 MI (5.1 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 2.4
 DP7985'MI (3.9 KM) NORTH OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN
 DP7985'THE BOROUGH OF MANASQUAN.
 DP7985'
 DP7985'THE STATION IS ON THE EAST SIDE OF TAYLOR AVENUE (STATE HIGHWAY 71),
 DP7985'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE EXTREME NORTHEAST CULVERT
 DP7985'HEADWALL OF THE BRIDGE CARRYING STATE HIGHWAY 71 OVER STOCKTON BROOK,
 DP7985'STRUCTURE NO. 1320 156, MILEPOST 1.42.
 DP7985'
 DP7985'THE STATION IS 25.2 FT (7.7 M) EAST FROM A WOOD UTILITY POLE WITH NO
 DP7985'NUMBER, 33.9 FT (10.3 M) EAST FROM THE EAST CURB OF STATE HIGHWAY 71
 DP7985'AND 1.7 FT (0.5 M) WEST FROM THE EAST END OF THE CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7895 ***********************************************************************
 DP7895  DESIGNATION -  13 X 9
 DP7895  PID         -  DP7895
 DP7895  STATE/COUNTY-  NJ/MONMOUTH
 DP7895  COUNTRY     -  US
 DP7895  USGS QUAD   -  ASBURY PARK (2019)
 DP7895
 DP7895                         *CURRENT SURVEY CONTROL
 DP7895  ______________________________________________________________________
 DP7895* NAD 83(1986) POSITION- 40 09 27.01   (N) 074 01 51.43   (W)   HD_HELD1
 DP7895* NAVD 88 ORTHO HEIGHT -     9.535 (meters)       31.28  (feet) ADJUSTED
 DP7895  ______________________________________________________________________
 DP7895  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 DP7895  DYNAMIC HEIGHT  -          9.530 (meters)       31.27  (feet) COMP
 DP7895  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 DP7895
 DP7895  VERT ORDER      -  FIRST     CLASS II
 DP7895
 DP7895.The horizontal coordinates were determined by differentially corrected
 DP7895.hand held GPS observations or other comparable positioning techniques
 DP7895.and have an estimated accuracy of +/- 3 meters.
 DP7895
 DP7895.The orthometric height was determined by differential leveling and
 DP7895.adjusted by the NATIONAL GEODETIC SURVEY
 DP7895.in September 2015.
 DP7895
 DP7895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7895.GEOID18 height accuracy estimate available here.
 DP7895
 DP7895.Click photographs - Photos may exist for this station.
 DP7895
 DP7895.The dynamic height is computed by dividing the NAVD 88
 DP7895.geopotential number by the normal gravity value computed on the
 DP7895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7895.degrees latitude (g = 980.6199 gals.).
 DP7895
 DP7895.The modeled gravity was interpolated from observed gravity values.
 DP7895
 DP7895;                    North         East    Units  Estimated Accuracy
 DP7895;SPC NJ       -   147,106.6     189,957.7     MT  (+/- 3 meters HH1 GPS) 
 DP7895
 DP7895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8252745688(NAD 83)
 DP7895
 DP7895                          SUPERSEDED SURVEY CONTROL
 DP7895
 DP7895.No superseded survey control is available for this station.
 DP7895
 DP7895_MARKER: DD = SURVEY DISK
 DP7895_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7895+WITH SETTING: PAVEMENT
 DP7895_SP_SET: BRICK WALL
 DP7895_STAMPING: 13 X 9 2013
 DP7895_MARK LOGO: NJGS
 DP7895_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7895+STABILITY: SURFACE MOTION
 DP7895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7895+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2013
 DP7895
 DP7895  HISTORY     - Date     Condition        Report By
 DP7895  HISTORY     - 20130801 MONUMENTED       NJGS
 DP7895
 DP7895                          STATION DESCRIPTION
 DP7895
 DP7895'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7895'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH-NORTHEAST OF POINT
 DP7895'PLEASANT, 4.7 MI (7.5 KM) NORTH-NORTHEAST OF POINT PLEASANT BEACH AND
 DP7895'4.4 MI (7.1 KM) SOUTH-SOUTHWEST OF ASBURY PARK, IN SPRING LAKE.
 DP7895'
 DP7895'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE WEST
 DP7895'WALL, FACING THE PLAYGROUND, OF THE H. WEST. MOUNTZ ELEMENTARY SCHOOL
 DP7895'(3-STORY BRICK) ON TUTTLE AVENUE BETWEEN FORTH AND FIFTH STREETS.
 DP7895'
 DP7895'THE STATION IS 76 FT (23.2 M) SOUTH OF THE CENTERLINE OF TUTTLE
 DP7895'AVENUE, 81 FT (24.7 M) SOUTHEAST OF A FIRE HYDRANT, 30 FT (9.1 M)
 DP7895'NORTH OF THE CENTERLINE OF THE WEST ENTRANCE DOOR (BOYS) TO THE
 DP7895'BUILDING, 1 FT (0.3 M) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
 DP7895'THE STATION IS ABOUT 3.5 FT (1.1 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6282 ***********************************************************************
 KV6282  DESIGNATION -  13 Y 1
 KV6282  PID         -  KV6282
 KV6282  STATE/COUNTY-  NJ/MONMOUTH
 KV6282  COUNTRY     -  US
 KV6282  USGS QUAD   -  FARMINGDALE (2016)
 KV6282
 KV6282                         *CURRENT SURVEY CONTROL
 KV6282  ______________________________________________________________________
 KV6282* NAD 83(1986) POSITION- 40 09 53.     (N) 074 10 07.     (W)   SCALED
 KV6282* NAVD 88 ORTHO HEIGHT -    19.680 (meters)       64.57  (feet) ADJUSTED
 KV6282  ______________________________________________________________________
 KV6282  GEOID HEIGHT    -        -32.683 (meters)                     GEOID18
 KV6282  DYNAMIC HEIGHT  -         19.671 (meters)       64.54  (feet) COMP
 KV6282  MODELED GRAVITY -    980,185.2   (mgal)                       NAVD 88
 KV6282
 KV6282  VERT ORDER      -  FIRST     CLASS II
 KV6282
 KV6282.The horizontal coordinates were scaled from a map and have
 KV6282.an estimated accuracy of +/- 6 seconds.
 KV6282
 KV6282.The orthometric height was determined by differential leveling and
 KV6282.adjusted by the NATIONAL GEODETIC SURVEY
 KV6282.in June 1991.
 KV6282
 KV6282.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6282.GEOID18 height accuracy estimate available here.
 KV6282
 KV6282.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK707463(NAD 83)
 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
 KV6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6282.See file dsdata.pdf to determine how the superseded data were derived.
 KV6282
 KV6282_MARKER: DD = SURVEY DISK
 KV6282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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       NJGS
 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 = JULY 24, 2026 22:12:30 EDT
 DP5816 ***********************************************************************
 DP5816  DESIGNATION -  13 Y 10
 DP5816  PID         -  DP5816
 DP5816  STATE/COUNTY-  NJ/MONMOUTH
 DP5816  COUNTRY     -  US
 DP5816  USGS QUAD   -  JAMESBURG (2019)
 DP5816
 DP5816                         *CURRENT SURVEY CONTROL
 DP5816  ______________________________________________________________________
 DP5816* NAD 83(1986) POSITION- 40 15 21.28   (N) 074 22 58.16   (W)   HD_HELD1
 DP5816* NAVD 88 ORTHO HEIGHT -    46.943 (meters)      154.01  (feet) ADJUSTED
 DP5816  ______________________________________________________________________
 DP5816  GEOID HEIGHT    -        -32.406 (meters)                     GEOID18
 DP5816  DYNAMIC HEIGHT  -         46.924 (meters)      153.95  (feet) COMP
 DP5816  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 DP5816
 DP5816  VERT ORDER      -  FIRST     CLASS II
 DP5816
 DP5816.The horizontal coordinates were determined by differentially corrected
 DP5816.hand held GPS observations or other comparable positioning techniques
 DP5816.and have an estimated accuracy of +/- 3 meters.
 DP5816
 DP5816.The orthometric height was determined by differential leveling and
 DP5816.adjusted by the NATIONAL GEODETIC SURVEY
 DP5816.in April 2015.
 DP5816
 DP5816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5816.GEOID18 height accuracy estimate available here.
 DP5816
 DP5816.Click photographs - Photos may exist for this station.
 DP5816
 DP5816.The dynamic height is computed by dividing the NAVD 88
 DP5816.geopotential number by the normal gravity value computed on the
 DP5816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5816.degrees latitude (g = 980.6199 gals.).
 DP5816
 DP5816.The modeled gravity was interpolated from observed gravity values.
 DP5816
 DP5816;                    North         East    Units  Estimated Accuracy
 DP5816;SPC NJ       -   157,933.8     159,967.8     MT  (+/- 3 meters HH1 GPS) 
 DP5816
 DP5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5248556344(NAD 83)
 DP5816
 DP5816                          SUPERSEDED SURVEY CONTROL
 DP5816
 DP5816.No superseded survey control is available for this station.
 DP5816
 DP5816_MARKER: DD = SURVEY DISK
 DP5816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP5816_SP_SET: ELECTRICAL TOWER BASE
 DP5816_STAMPING: 13 Y 10 2014
 DP5816_MARK LOGO: NJGS
 DP5816_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5816+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5816
 DP5816  HISTORY     - Date     Condition        Report By
 DP5816  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5816
 DP5816                          STATION DESCRIPTION
 DP5816
 DP5816'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5816'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-NORTHWEST OF
 DP5816'ADELPHIA, 5.8 MI (9.3 KM) WEST OF FREEHOLD AND 5.4 MI (8.7 KM)
 DP5816'EAST-NORTHEAST OF ROOSEVELT, IN MANALAPAN TOWNSHIP.
 DP5816'
 DP5816'TO REACH FROM THE INTERSECTION OF MILLHURST ROAD/SWEETMANS LANE
 DP5816'(COUNTY ROUTE 527) GO 2.2 MI (3.5 KM) WEST ON NEW JERSEY STATE ROUTE
 DP5816'33 TO THE STATION ACROSS THE ROAD ON THE LEFT SET IN A DRILL HOLE IN
 DP5816'THE NORTH SIDE OF THE CONCRETE BASE FOR A TAPERED STEEL CYLINDRICAL
 DP5816'HIGH VOLTAGE TOWER ON THE SOUTH SIDE OF THE EASTBOUND STATE ROUTE 33,
 DP5816'JUST WEST OF A U-TURN JUG HANDLE.
 DP5816'
 DP5816'THE STATION IS 39.3 FT (12.0 M) SOUTH OF THE SOUTH CURB OF ROUTE 33
 DP5816'EASTBOUND, 29.5 FT (9.0 M) SOUTHEAST OF POLE NUMBER JC165MPN M2039, 81
 DP5816'FT (24.7 M) WEST OF POLE NUMBER JC165MPN, 157 FT (47.9 M) NORTHWEST OF
 DP5816'POLE NUMBER JC165DMPN.  THE STATION IS ABOUT 0.5 FT (15 CM) ABOVE THE
 DP5816'GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9977 ***********************************************************************
 DP9977  DESIGNATION -  13 Y 11
 DP9977  PID         -  DP9977
 DP9977  STATE/COUNTY-  NJ/MONMOUTH
 DP9977  COUNTRY     -  US
 DP9977  USGS QUAD   -  MARLBORO (2016)
 DP9977
 DP9977                         *CURRENT SURVEY CONTROL
 DP9977  ______________________________________________________________________
 DP9977* NAD 83(1986) POSITION- 40 17 19.22   (N) 074 10 23.81   (W)   HD_HELD1
 DP9977* NAVD 88 ORTHO HEIGHT -    20.226 (meters)       66.36  (feet) ADJUSTED
 DP9977  ______________________________________________________________________
 DP9977  GEOID HEIGHT    -        -32.402 (meters)                     GEOID18
 DP9977  DYNAMIC HEIGHT  -         20.218 (meters)       66.33  (feet) COMP
 DP9977  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 DP9977
 DP9977  VERT ORDER      -  FIRST     CLASS II
 DP9977
 DP9977.The horizontal coordinates were determined by differentially corrected
 DP9977.hand held GPS observations or other comparable positioning techniques
 DP9977.and have an estimated accuracy of +/- 3 meters.
 DP9977
 DP9977.The orthometric height was determined by differential leveling and
 DP9977.adjusted by the NATIONAL GEODETIC SURVEY
 DP9977.in February 2016.
 DP9977
 DP9977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9977.GEOID18 height accuracy estimate available here.
 DP9977
 DP9977.Click photographs - Photos may exist for this station.
 DP9977
 DP9977.The dynamic height is computed by dividing the NAVD 88
 DP9977.geopotential number by the normal gravity value computed on the
 DP9977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9977.degrees latitude (g = 980.6199 gals.).
 DP9977
 DP9977.The modeled gravity was interpolated from observed gravity values.
 DP9977
 DP9977;                    North         East    Units  Estimated Accuracy
 DP9977;SPC NJ       -   161,615.8     177,779.2     MT  (+/- 3 meters HH1 GPS) 
 DP9977
 DP9977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7027060125(NAD 83)
 DP9977
 DP9977                          SUPERSEDED SURVEY CONTROL
 DP9977
 DP9977.No superseded survey control is available for this station.
 DP9977
 DP9977_MARKER: DD = SURVEY DISK
 DP9977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP9977_SP_SET: BRIDGE WING WALL
 DP9977_STAMPING: 13 Y 11 2015
 DP9977_MARK LOGO: NJGS
 DP9977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP9977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9977+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9977
 DP9977  HISTORY     - Date     Condition        Report By
 DP9977  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9977
 DP9977                          STATION DESCRIPTION
 DP9977
 DP9977'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9977'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH OF FARMINGDALE,
 DP9977'5.7 MI (9.2 KM) EAST-NORTHEAST OF FREEHOLD AND 4.3 MI (6.9 KM)
 DP9977'EAST-SOUTHEAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9977'
 DP9977'THE STATION IS SET IN A DRILL HOLE IN THE WEST END OF OF THE SOUTHEAST
 DP9977'WING WALL AT THE SOUTH SIDE OF THE ROUTE 34 BRIDGE (STRUCTURE NUMBER
 DP9977'1308-152, MI (2104.6 KM) POST 13.32) SPANNING MINE BROOK, ABOUT 0.08
 DP9977'MI (0.1 KM) NORTH OF COUNTY ROAD (COUNTY ROUTE 537).
 DP9977'
 DP9977'THE STATION IS 3.5 FT (1.1 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DP9977'BALUSTRADE END POST ON THE EAST SIDE OF THE NORTHBOUND LANES OF ROUTE
 DP9977'34, 27.8 FT (8.5 M) EAST OF THE CENTERLINE OF ROUTE 34, 12 FT (3.7 M)
 DP9977'SOUTH OF THE CENTER OF THE BRIDGE, 65 FT (19.8 M) NORTH OF THE SOUTH
 DP9977'END OF THE GUIDE RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5263 ***********************************************************************
 DR5263  DESIGNATION -  13 Y 12
 DR5263  PID         -  DR5263
 DR5263  STATE/COUNTY-  NJ/MONMOUTH
 DR5263  COUNTRY     -  US
 DR5263  USGS QUAD   -  KEYPORT (2016)
 DR5263
 DR5263                         *CURRENT SURVEY CONTROL
 DR5263  ______________________________________________________________________
 DR5263* NAD 83(1986) POSITION- 40 26 39.14   (N) 074 10 51.48   (W)   HD_HELD1
 DR5263* NAVD 88 ORTHO HEIGHT -     2.097 (meters)        6.88  (feet) ADJUSTED
 DR5263  ______________________________________________________________________
 DR5263  GEOID HEIGHT    -        -32.353 (meters)                     GEOID18
 DR5263  DYNAMIC HEIGHT  -          2.096 (meters)        6.88  (feet) COMP
 DR5263  MODELED GRAVITY -    980,223.3   (mgal)                       NAVD 88
 DR5263
 DR5263  VERT ORDER      -  FIRST     CLASS II
 DR5263
 DR5263.The horizontal coordinates were determined by differentially corrected
 DR5263.hand held GPS observations or other comparable positioning techniques
 DR5263.and have an estimated accuracy of +/- 3 meters.
 DR5263
 DR5263.The orthometric height was determined by differential leveling and
 DR5263.adjusted by the NATIONAL GEODETIC SURVEY
 DR5263.in July 2020.
 DR5263
 DR5263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5263.GEOID18 height accuracy estimate available here.
 DR5263
 DR5263.Click photographs - Photos may exist for this station.
 DR5263
 DR5263.The dynamic height is computed by dividing the NAVD 88
 DR5263.geopotential number by the normal gravity value computed on the
 DR5263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5263.degrees latitude (g = 980.6199 gals.).
 DR5263
 DR5263.The modeled gravity was interpolated from observed gravity values.
 DR5263
 DR5263;                    North         East    Units  Estimated Accuracy
 DR5263;SPC NJ       -   178,882.5     177,063.5     MT  (+/- 3 meters HH1 GPS) 
 DR5263
 DR5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6945777383(NAD 83)
 DR5263
 DR5263                          SUPERSEDED SURVEY CONTROL
 DR5263
 DR5263.No superseded survey control is available for this station.
 DR5263
 DR5263_MARKER: DD = SURVEY DISK
 DR5263_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR5263_SP_SET: BOX CULVERT
 DR5263_STAMPING: 13 Y 12 2018
 DR5263_MARK LOGO: NJGS
 DR5263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5263+STABILITY: SURFACE MOTION
 DR5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5263+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 DR5263
 DR5263  HISTORY     - Date     Condition        Report By
 DR5263  HISTORY     - 20180809 MONUMENTED       NJGS
 DR5263  HISTORY     - 20240415 MARK NOT FOUND   NJGS
 DR5263
 DR5263                          STATION DESCRIPTION
 DR5263
 DR5263'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5263'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF PERTH AMBOY,
 DR5263'6.5 MI (10.5 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND 1.2 MI (1.9 KM)
 DR5263'EAST-NORTHEAST OF KEYPORT, IN THE BOROUGH OF UNION BEACH.
 DR5263'
 DR5263'TO REACH FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 36 AND POOLE
 DR5263'AVENUE.  GO 0.45 MI (0.72 KM) NORTH-NORTHWEST ON POOLE AVENUE TO THE
 DR5263'JUNCTION WITH STONE ROAD (COUNTY ROUTE 6).  TURN LEFT AND GO 0.2 MI
 DR5263'(0.3 KM) WEST TO THE JUNCTION WITH FLORENCE AVENUE (COUNTY ROUTE 39).
 DR5263'TURN RIGHT ON FLORENCE ROAD AND GO 0.4 MI (0.6 KM) NORTH TO THE
 DR5263'CULVERT FOR A TRIBUTARY STEAM LEADING INTO CHINGARORA CREEK AND
 DR5263'STATION ON THE LEFT.
 DR5263'
 DR5263'THE STATION IS SET IN THE NORTHWEST CORNER OF THE CULVERT (COUNTY
 DR5263'NUMBER 5) ON THE NORTHWEST SIDE OF FLORENCE AVENUE, 130 FT (39.6 M)
 DR5263'SOUTHWEST OF THE CENTERLINE OF SAINT JOHN AVENUE/VICTORIA PLACE, 21 FT
 DR5263'(6.4 M) NORTHWEST OF THE CENTERLINE OF FLORENCE AVENUE, 38 FT (11.6 M)
 DR5263'NORTHEAST OF POLE NUMBER JC687UB, 10 FT (3.0 M) NORTHEAST OF THE
 DR5263'CENTER OF THE CULVERT, 8.5 FT (2.6 M) NORTHWEST OF THE CURB, 101 FT
 DR5263'(30.8 M) SOUTHWEST OF A FIRE HYDRANT.
 DR5263
 DR5263                          STATION RECOVERY (2024)
 DR5263
 DR5263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DR5263'ALL STRUCTURES HAVE BEEN REPLACED INCLUDING HEADWALLS, SIDEWALKS AND
 DR5263'CURBS. CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5329 ***********************************************************************
 DR5329  DESIGNATION -  13 Y 13
 DR5329  PID         -  DR5329
 DR5329  STATE/COUNTY-  NJ/MONMOUTH
 DR5329  COUNTRY     -  US
 DR5329  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5329
 DR5329                         *CURRENT SURVEY CONTROL
 DR5329  ______________________________________________________________________
 DR5329* NAD 83(1986) POSITION- 40 23 49.84   (N) 073 58 57.32   (W)   HD_HELD1
 DR5329* NAVD 88 ORTHO HEIGHT -    14.886 (meters)       48.84  (feet) ADJUSTED
 DR5329  ______________________________________________________________________
 DR5329  GEOID HEIGHT    -        -32.591 (meters)                     GEOID18
 DR5329  DYNAMIC HEIGHT  -         14.880 (meters)       48.82  (feet) COMP
 DR5329  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 DR5329
 DR5329  VERT ORDER      -  FIRST     CLASS II
 DR5329
 DR5329.The horizontal coordinates were determined by differentially corrected
 DR5329.hand held GPS observations or other comparable positioning techniques
 DR5329.and have an estimated accuracy of +/- 3 meters.
 DR5329
 DR5329.The orthometric height was determined by differential leveling and
 DR5329.adjusted by the NATIONAL GEODETIC SURVEY
 DR5329.in July 2020.
 DR5329
 DR5329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5329.GEOID18 height accuracy estimate available here.
 DR5329
 DR5329.Click photographs - Photos may exist for this station.
 DR5329
 DR5329.The dynamic height is computed by dividing the NAVD 88
 DR5329.geopotential number by the normal gravity value computed on the
 DR5329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5329.degrees latitude (g = 980.6199 gals.).
 DR5329
 DR5329.The modeled gravity was interpolated from observed gravity values.
 DR5329
 DR5329;                    North         East    Units  Estimated Accuracy
 DR5329;SPC NJ       -   173,740.5     193,922.4     MT  (+/- 3 meters HH1 GPS) 
 DR5329
 DR5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8634172338(NAD 83)
 DR5329
 DR5329                          SUPERSEDED SURVEY CONTROL
 DR5329
 DR5329.No superseded survey control is available for this station.
 DR5329
 DR5329_MARKER: DV = VERTICAL CONTROL DISK
 DR5329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR5329_SP_SET: TRAFFIC CAMERA BASE
 DR5329_STAMPING: 13 Y 13 2018
 DR5329_MARK LOGO: NJGS
 DR5329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5329+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2018
 DR5329
 DR5329  HISTORY     - Date     Condition        Report By
 DR5329  HISTORY     - 20181001 MONUMENTED       NJGS
 DR5329
 DR5329                          STATION DESCRIPTION
 DR5329
 DR5329'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5329'THE MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) NORTH OF ASBURY PARK, 11.7
 DR5329'MI (18.8 KM) EAST-SOUTHEAST OF KEYPORT AND 6.4 MI (10.3 KM) NORTH OF
 DR5329'LONG BRANCH, IN THE BOROUGH OF HIGHLANDS.
 DR5329'
 DR5329'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST SIDE OF THE ROUND
 DR5329'CONCRETE BASE FOR A TRAFFIC CAMERA AT EXIT RAMP FROM NORTHBOUND LANES
 DR5329'OF NEW JERSEY STATE ROUTE 36 LEADING DOWN TO BAY AVENUE AND THE U-TURN
 DR5329'RAMP.  THE STATION IS OPPOSITE AND ACROSS THE HIGHWAY FROM PORTLAND
 DR5329'ROAD.
 DR5329'
 DR5329'THE STATION IS 3.5 FT (1.1 M) NORTHEAST OF THE NORTH EDGE OF THE
 DR5329'SIDEWALK, 13.5 FT (4.1 M) NORTHEAST OF THE NORTH CURB OF NEW JERSEY
 DR5329'STATE HIGHWAY 36, 11 FT (3.4 M) SOUTHEAST OF A UTILITY POE, 79 FT
 DR5329'(24.1 M) SOUTHEAST OF THE CENTERLINE OF THE TRIANGULAR CONCRETE ISLAND
 DR5329'DIVIDER FOR THE RAMP TO BAY AVENUE, 46 FT (14.0 M) NORTHWEST OF THE
 DR5329'WEST END OF THE CONCRETE BALUSTRADE WALL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5292 ***********************************************************************
 DR5292  DESIGNATION -  13 Y 14
 DR5292  PID         -  DR5292
 DR5292  STATE/COUNTY-  NJ/MONMOUTH
 DR5292  COUNTRY     -  US
 DR5292  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5292
 DR5292                         *CURRENT SURVEY CONTROL
 DR5292  ______________________________________________________________________
 DR5292* NAD 83(1986) POSITION- 40 20 58.85   (N) 074 04 52.73   (W)   HD_HELD1
 DR5292* NAVD 88 ORTHO HEIGHT -     6.071 (meters)       19.92  (feet) ADJUSTED
 DR5292  ______________________________________________________________________
 DR5292  GEOID HEIGHT    -        -32.481 (meters)                     GEOID18
 DR5292  DYNAMIC HEIGHT  -          6.068 (meters)       19.91  (feet) COMP
 DR5292  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 DR5292
 DR5292  VERT ORDER      -  FIRST     CLASS II
 DR5292
 DR5292.The horizontal coordinates were determined by differentially corrected
 DR5292.hand held GPS observations or other comparable positioning techniques
 DR5292.and have an estimated accuracy of +/- 3 meters.
 DR5292
 DR5292.The orthometric height was determined by differential leveling and
 DR5292.adjusted by the NATIONAL GEODETIC SURVEY
 DR5292.in July 2020.
 DR5292
 DR5292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5292.GEOID18 height accuracy estimate available here.
 DR5292
 DR5292.Click photographs - Photos may exist for this station.
 DR5292
 DR5292.The dynamic height is computed by dividing the NAVD 88
 DR5292.geopotential number by the normal gravity value computed on the
 DR5292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5292.degrees latitude (g = 980.6199 gals.).
 DR5292
 DR5292.The modeled gravity was interpolated from observed gravity values.
 DR5292
 DR5292;                    North         East    Units  Estimated Accuracy
 DR5292;SPC NJ       -   168,422.5     185,566.7     MT  (+/- 3 meters HH1 GPS) 
 DR5292
 DR5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7801766974(NAD 83)
 DR5292
 DR5292                          SUPERSEDED SURVEY CONTROL
 DR5292
 DR5292.No superseded survey control is available for this station.
 DR5292
 DR5292_MARKER: DD = SURVEY DISK
 DR5292_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5292+WITH SETTING: PAVEMENT
 DR5292_SP_SET: BALUSTRADE BLOCK
 DR5292_STAMPING: 13 Y 14 2018
 DR5292_MARK LOGO: NJGS
 DR5292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5292+STABILITY: SURFACE MOTION
 DR5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5292+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5292
 DR5292  HISTORY     - Date     Condition        Report By
 DR5292  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5292
 DR5292                          STATION DESCRIPTION
 DR5292
 DR5292'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5292'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-NORTHEAST OF MARLBORO,
 DR5292'8.5 MI (13.7 KM) SOUTHEAST OF KEYPORT AND 5.6 MI (9.0 KM) NORTHWEST OF
 DR5292'LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5292'
 DR5292'THE STATION IS IS SET IN A DRILL HOLE ON TOP OF THE BALUSTRADE ANCHOR
 DR5292'BLOCK ON THE SOUTHSIDE AND AT THE SOUTHWEST END OF THE WEST FRONT
 DR5292'STREET (COUNTY ROUTE 10) BRIDGE SPANNING THE SWIMMING RIVER, ABOUT 42
 DR5292'FT (12.8 M) EAST-NORTHEAST OF THE CENTERLINE EXTENDED OF HUBBARB
 DR5292'STREET (COUNTY ROUTE 12).
 DR5292'
 DR5292'THE STATION IS 1.9 FT (0.6 M) SOUTH OF TOP OF CURB OF INLET, 7.0 FT
 DR5292'(2.1 M) SOUTH-SOUTHEAST OF CURB, 3.3 FT (1.0 M) HIGHER THAN THE
 DR5292'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5363 ***********************************************************************
 DR5363  DESIGNATION -  13 Y 15
 DR5363  PID         -  DR5363
 DR5363  STATE/COUNTY-  NJ/MONMOUTH
 DR5363  COUNTRY     -  US
 DR5363  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5363
 DR5363                         *CURRENT SURVEY CONTROL
 DR5363  ______________________________________________________________________
 DR5363* NAD 83(1986) POSITION- 40 25 23.95   (N) 074 05 37.63   (W)   HD_HELD1
 DR5363* NAVD 88 ORTHO HEIGHT -     2.925 (meters)        9.60  (feet) ADJUSTED
 DR5363  ______________________________________________________________________
 DR5363  GEOID HEIGHT    -        -32.383 (meters)                     GEOID18
 DR5363  DYNAMIC HEIGHT  -          2.923 (meters)        9.59  (feet) COMP
 DR5363  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 DR5363
 DR5363  VERT ORDER      -  FIRST     CLASS II
 DR5363
 DR5363.The horizontal coordinates were determined by differentially corrected
 DR5363.hand held GPS observations or other comparable positioning techniques
 DR5363.and have an estimated accuracy of +/- 3 meters.
 DR5363
 DR5363.The orthometric height was determined by differential leveling and
 DR5363.adjusted by the NATIONAL GEODETIC SURVEY
 DR5363.in July 2020.
 DR5363
 DR5363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5363.GEOID18 height accuracy estimate available here.
 DR5363
 DR5363.Click photographs - Photos may exist for this station.
 DR5363
 DR5363.The dynamic height is computed by dividing the NAVD 88
 DR5363.geopotential number by the normal gravity value computed on the
 DR5363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5363.degrees latitude (g = 980.6199 gals.).
 DR5363
 DR5363.The modeled gravity was interpolated from observed gravity values.
 DR5363
 DR5363;                    North         East    Units  Estimated Accuracy
 DR5363;SPC NJ       -   176,593.8     184,469.6     MT  (+/- 3 meters HH1 GPS) 
 DR5363
 DR5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7687475137(NAD 83)
 DR5363
 DR5363                          SUPERSEDED SURVEY CONTROL
 DR5363
 DR5363.No superseded survey control is available for this station.
 DR5363
 DR5363_MARKER: DV = VERTICAL CONTROL DISK
 DR5363_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5363_SP_SET: CURB
 DR5363_STAMPING: 13 Y 15 2018
 DR5363_MARK LOGO: NJGS
 DR5363_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5363+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 DR5363
 DR5363  HISTORY     - Date     Condition        Report By
 DR5363  HISTORY     - 20180825 MONUMENTED       NJGS
 DR5363
 DR5363                          STATION DESCRIPTION
 DR5363
 DR5363'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5363'THE MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) EAST-SOUTHEAST OF PERTH
 DR5363'AMBOY, 9.8 MI (15.8 KM) NORTH-NORTHWEST OF LONG BRANCH AND 5.6 MI (9.0
 DR5363'KM) EAST OF KEYPORT, IN MIDDLETOWN TOWNSHIP.
 DR5363'
 DR5363'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 36 AND CHRUCH
 DR5363'STREET, GO 0.15 MI (0.24 KM) NORTH ON CHURCH STREET TO THE STATION ON
 DR5363'THE LEFT.
 DR5363'
 DR5363'THE STATION IS SET IN A DRILL HOLE IN THE WEST CURB OF CHURCH STREET,
 DR5363'12 FT (3.7 M) WEST OF THE CENTERLINE OF CHURCH STREET, 64 FT (19.5 M)
 DR5363'SOUTH OF THE CENTERLINE OF RAILROAD AVENUE, 117 FT (35.7 M) SOUTH OF
 DR5363'THE HENRY HUDSON TRAIL, 55.5 FT (16.9 M) SOUTH OF A POLE WITH NO
 DR5363'NUMBER, 79 FT (24.1 M) NORTH OF POLE NUMBER BT4198MDT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6330 ***********************************************************************
 KV6330  DESIGNATION -  13 Y 2
 KV6330  PID         -  KV6330
 KV6330  STATE/COUNTY-  NJ/MONMOUTH
 KV6330  COUNTRY     -  US
 KV6330  USGS QUAD   -  ALLENTOWN (2016)
 KV6330
 KV6330                         *CURRENT SURVEY CONTROL
 KV6330  ______________________________________________________________________
 KV6330* NAD 83(2011) POSITION- 40 11 01.31765(N) 074 33 50.70222(W)   ADJUSTED
 KV6330* NAD 83(2011) ELLIP HT-     0.639 (meters)        (06/27/12)   ADJUSTED
 KV6330* NAD 83(2011) EPOCH   -  2010.00
 KV6330* NAVD 88 ORTHO HEIGHT -    33.228 (meters)      109.02  (feet) ADJUSTED
 KV6330  ______________________________________________________________________
 KV6330  GEOID HEIGHT    -        -32.595 (meters)                     GEOID18
 KV6330  NAD 83(2011) X  -  1,298,748.871 (meters)                     COMP
 KV6330  NAD 83(2011) Y  - -4,703,559.663 (meters)                     COMP
 KV6330  NAD 83(2011) Z  -  4,093,590.188 (meters)                     COMP
 KV6330  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC18
 KV6330  DYNAMIC HEIGHT  -         33.214 (meters)      108.97  (feet) COMP
 KV6330  MODELED GRAVITY -    980,206.7   (mgal)                       NAVD 88
 KV6330
 KV6330  VERT ORDER      -  FIRST     CLASS II
 KV6330
 KV6330  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6330  Standards:
 KV6330         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6330            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6330  -------------------------------------------------------------------
 KV6330  NETWORK    0.33   0.59           0.15   0.12   0.30     -0.02615422
 KV6330  -------------------------------------------------------------------
 KV6330  Click here for local accuracies and other accuracy information.
 KV6330
 KV6330.The horizontal coordinates were established by GPS observations
 KV6330.and adjusted by the National Geodetic Survey in June 2012.
 KV6330
 KV6330.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6330.been affixed to the stable North American tectonic plate. See 
 KV6330.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6330
 KV6330.The horizontal coordinates are valid at the epoch date displayed above
 KV6330.which is a decimal equivalence of Year/Month/Day.
 KV6330
 KV6330.The orthometric height was determined by differential leveling and
 KV6330.adjusted by the NATIONAL GEODETIC SURVEY
 KV6330.in June 1991.
 KV6330
 KV6330.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6330.GEOID18 height accuracy estimate available here.
 KV6330
 KV6330.Click photographs - Photos may exist for this station.
 KV6330
 KV6330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6330
 KV6330.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6330
 KV6330.The ellipsoidal height was determined by GPS observations
 KV6330.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6330
 KV6330;                    North         East     Units Scale Factor Converg.
 KV6330;SPC NJ       -   149,911.651   144,542.862   MT  0.99990037   -0 02 28.9
 KV6330;SPC NJ       -   491,835.14    474,221.04   sFT  0.99990037   -0 02 28.9
 KV6330;UTM  18      - 4,448,237.462   537,109.822   MT  0.99961695   +0 16 52.6
 KV6330
 KV6330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6330!SPC NJ       -   0.99999990  x   0.99990037  =   0.99990027
 KV6330!UTM  18      -   0.99999990  x   0.99961695  =   0.99961685
 KV6330
 KV6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3710948237(NAD 83)
 KV6330
 KV6330                          SUPERSEDED SURVEY CONTROL
 KV6330
 KV6330  NAD 83(2007)-  40 11 01.31814(N)    074 33 50.70286(W) AD(2002.00) 0
 KV6330  ELLIP H (02/10/07)    0.644  (m)                       GP(2002.00)    
 KV6330  ELLIP H (10/23/02)    0.677  (m)                       GP(       ) 4 1
 KV6330  NAD 83(1996)-  40 11 01.31800(N)    074 33 50.70282(W) AD(       ) 1
 KV6330  ELLIP H (05/14/99)    0.666  (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)    0.627  (m)                       GP(       ) 2 1
 KV6330  NAVD 88              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
 KV6330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6330.See file dsdata.pdf to determine how the superseded data were derived.
 KV6330
 KV6330_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6330_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6978 ***********************************************************************
 KV6978  DESIGNATION -  13 Y 3
 KV6978  PID         -  KV6978
 KV6978  STATE/COUNTY-  NJ/MONMOUTH
 KV6978  COUNTRY     -  US
 KV6978  USGS QUAD   -  ADELPHIA (2019)
 KV6978
 KV6978                         *CURRENT SURVEY CONTROL
 KV6978  ______________________________________________________________________
 KV6978* NAD 83(2011) POSITION- 40 14 56.82507(N) 074 17 23.75125(W)   ADJUSTED
 KV6978* NAD 83(2011) ELLIP HT-    25.351 (meters)        (06/27/12)   ADJUSTED
 KV6978* NAD 83(2011) EPOCH   -  2010.00
 KV6978* NAVD 88 ORTHO HEIGHT -    57.687 (meters)      189.26  (feet) ADJUSTED
 KV6978  ______________________________________________________________________
 KV6978  GEOID HEIGHT    -        -32.354 (meters)                     GEOID18
 KV6978  NAD 83(2011) X  -  1,319,974.998 (meters)                     COMP
 KV6978  NAD 83(2011) Y  - -4,692,794.653 (meters)                     COMP
 KV6978  NAD 83(2011) Z  -  4,099,153.039 (meters)                     COMP
 KV6978  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 KV6978  DYNAMIC HEIGHT  -         57.663 (meters)      189.18  (feet) COMP
 KV6978  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 KV6978
 KV6978  VERT ORDER      -  SECOND    CLASS II
 KV6978
 KV6978  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6978  Standards:
 KV6978         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6978            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6978  -------------------------------------------------------------------
 KV6978  NETWORK    0.43   0.67           0.16   0.19   0.34     -0.12936475
 KV6978  -------------------------------------------------------------------
 KV6978  Click here for local accuracies and other accuracy information.
 KV6978
 KV6978.The horizontal coordinates were established by GPS observations
 KV6978.and adjusted by the National Geodetic Survey in June 2012.
 KV6978
 KV6978.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6978.been affixed to the stable North American tectonic plate. See 
 KV6978.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6978
 KV6978.The horizontal coordinates are valid at the epoch date displayed above
 KV6978.which is a decimal equivalence of Year/Month/Day.
 KV6978
 KV6978.The orthometric height was determined by differential leveling and
 KV6978.adjusted by the NATIONAL GEODETIC SURVEY
 KV6978.in May 2011.
 KV6978
 KV6978.No vertical observational check was made to the station.
 KV6978
 KV6978.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6978.GEOID18 height accuracy estimate available here.
 KV6978
 KV6978.Click photographs - Photos may exist for this station.
 KV6978
 KV6978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6978
 KV6978.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6978
 KV6978.The ellipsoidal height was determined by GPS observations
 KV6978.and is referenced to NAD 83.
 KV6978
 KV6978.The dynamic height is computed by dividing the NAVD 88
 KV6978.geopotential number by the normal gravity value computed on the
 KV6978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6978.degrees latitude (g = 980.6199 gals.).
 KV6978
 KV6978.The modeled gravity was interpolated from observed gravity values.
 KV6978
 KV6978. The following values were computed from the NAD 83(2011) position.
 KV6978
 KV6978;                    North         East     Units Scale Factor Converg.
 KV6978;SPC NJ       -   157,194.140   167,871.471   MT  0.99990393   +0 08 08.6
 KV6978;SPC NJ       -   515,727.77    550,758.32   sFT  0.99990393   +0 08 08.6
 KV6978;UTM  18      - 4,455,649.275   560,390.709   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6039055649(NAD 83)
 KV6978
 KV6978                          SUPERSEDED SURVEY CONTROL
 KV6978
 KV6978  NAD 83(2007)-  40 14 56.82552(N)    074 17 23.75173(W) AD(2002.00) 0
 KV6978  ELLIP H (02/10/07)   25.358  (m)                       GP(2002.00)    
 KV6978  ELLIP H (10/23/02)   25.367  (m)                       GP(       ) 4 1
 KV6978  NAD 83(1996)-  40 14 56.82543(N)    074 17 23.75213(W) AD(       ) 1
 KV6978  ELLIP H (05/14/99)   25.364  (m)                       GP(       ) 4 1
 KV6978  NAD 83(1986)-  40 14 56.82630(N)    074 17 23.75428(W) AD(       ) 1
 KV6978  NAVD 88 (02/25/94)   57.7    (m)  GEOID93  model used  GPS OBS        
 KV6978
 KV6978.Superseded values are not recommended for survey control.
 KV6978
 KV6978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6978.See file dsdata.pdf to determine how the superseded data were derived.
 KV6978
 KV6978_MARKER: DD = SURVEY DISK
 KV6978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6978_STAMPING: 13 Y 3 1991
 KV6978_MARK LOGO: NJGS
 KV6978_PROJECTION: FLUSH
 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 - July 06, 2023
 KV6978
 KV6978  HISTORY     - Date     Condition        Report By
 KV6978  HISTORY     - 1991     MONUMENTED       NJGS
 KV6978  HISTORY     - 19930622 GOOD
 KV6978  HISTORY     - 20061102 GOOD             NJGS
 KV6978  HISTORY     - 20230706 GOOD             NJGS
 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.
 KV6978
 KV6978                          STATION RECOVERY (2006)
 KV6978
 KV6978'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV6978'RECOVERED AS DESCRIBED.
 KV6978
 KV6978                          STATION RECOVERY (2023)
 KV6978
 KV6978'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV6978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6976 ***********************************************************************
 DM6976  DESIGNATION -  13 Y 6
 DM6976  PID         -  DM6976
 DM6976  STATE/COUNTY-  NJ/MONMOUTH
 DM6976  COUNTRY     -  US
 DM6976  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6976
 DM6976                         *CURRENT SURVEY CONTROL
 DM6976  ______________________________________________________________________
 DM6976* NAD 83(1986) POSITION- 40 18 47.99   (N) 073 58 47.97   (W)   HD_HELD1
 DM6976* NAVD 88 ORTHO HEIGHT -     3.898 (meters)       12.79  (feet) ADJUSTED
 DM6976  ______________________________________________________________________
 DM6976  GEOID HEIGHT    -        -32.720 (meters)                     GEOID18
 DM6976  DYNAMIC HEIGHT  -          3.896 (meters)       12.78  (feet) COMP
 DM6976  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 DM6976
 DM6976  VERT ORDER      -  FIRST     CLASS II
 DM6976
 DM6976.The horizontal coordinates were determined by differentially corrected
 DM6976.hand held GPS observations or other comparable positioning techniques
 DM6976.and have an estimated accuracy of +/- 3 meters.
 DM6976
 DM6976.The orthometric height was determined by differential leveling and
 DM6976.adjusted by the NATIONAL GEODETIC SURVEY
 DM6976.in July 2020.
 DM6976
 DM6976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6976.GEOID18 height accuracy estimate available here.
 DM6976
 DM6976.Click photographs - Photos may exist for this station.
 DM6976
 DM6976.The dynamic height is computed by dividing the NAVD 88
 DM6976.geopotential number by the normal gravity value computed on the
 DM6976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6976.degrees latitude (g = 980.6199 gals.).
 DM6976
 DM6976.The modeled gravity was interpolated from observed gravity values.
 DM6976
 DM6976;                    North         East    Units  Estimated Accuracy
 DM6976;SPC NJ       -   164,432.2     194,197.6     MT  (+/- 3 meters HH1 GPS) 
 DM6976
 DM6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8666963033(NAD 83)
 DM6976
 DM6976                          SUPERSEDED SURVEY CONTROL
 DM6976
 DM6976  NAVD 88 (05/25/11)    3.904  (m)           12.81   (f) SUPERSEDED  1 2
 DM6976
 DM6976.Superseded values are not recommended for survey control.
 DM6976
 DM6976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6976.See file dsdata.pdf to determine how the superseded data were derived.
 DM6976
 DM6976_MARKER: DD = SURVEY DISK
 DM6976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6976_STAMPING: 13 Y 6 2008
 DM6976_MARK LOGO: NJGS
 DM6976_PROJECTION: FLUSH
 DM6976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6976+STABILITY: SURFACE MOTION
 DM6976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6976+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2018
 DM6976
 DM6976  HISTORY     - Date     Condition        Report By
 DM6976  HISTORY     - UNK      MONUMENTED       NJDT
 DM6976  HISTORY     - 20080507 GOOD             NJGS
 DM6976  HISTORY     - 20150817 GOOD             NJGS
 DM6976  HISTORY     - 20181109 GOOD             NJGS
 DM6976
 DM6976                          STATION DESCRIPTION
 DM6976
 DM6976'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6976'THE STATION IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTHEAST OF
 DM6976'FARMINGDALE, 6.6 MI (10.6 KM) NORTH-NORTHEAST OF ASBURY PARK AND 0.9
 DM6976'MI (1.4 KM) NORTHEAST OF LONG BRANCH.
 DM6976'
 DM6976'THE STATION IS LOCATED IN LONG BRANCH, ON THE SOUTHEAST CORNER OF THE
 DM6976'JUNCTION OF OCEAN BOULEVARD (COUNTY ROAD 57) AND JOLINE AVENUE (STATE
 DM6976'ROUTE 36).
 DM6976'
 DM6976'THE STATION IS 4.4 FT (1.3 M) SOUTH OF A TRAFFIC SIGNAL, 8.0 FT (2.4
 DM6976'M) EAST OF THE EAST CURBLINE OF THE NORTHBOUND LANES OF OCEAN
 DM6976'BOULEVARD, 62.5 FT (19.1 M) SOUTH OF THE SOUTH CENTERLINE EXTENDED OF
 DM6976'JOLINE AVENUE, 7.5 FT (2.3 M) NORTHEAST OF A SIGN (GARDEN STATE
 DM6976'PARKWAY), 3.5 FT (1.1 M) EAST OF THE EAST EDGE OF THE SIDEWALK.  THE
 DM6976'STATION IS AT THE FENCE LINE FOR A VACANT LOT, JUST WEST OF THE REEF
 DM6976'CLUB RESTAURANT.
 DM6976
 DM6976                          STATION RECOVERY (2015)
 DM6976
 DM6976'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 DM6976'THE STATION IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTHEAST FROM THE
 DM6976'BOROUGH OF FARMINGDALE, 6.6 MI (10.6 KM) NORTH-NORTHEAST FROM THE CITY
 DM6976'OF ASBURY PARK AND 0.9 MI (1.4 KM) NORTHEAST FROM THE CITY OF LONG
 DM6976'BRANCH.
 DM6976'
 DM6976'THE STATION IS ALSO KNOWN AS ROUTE 36 BASELINE STATION 83 + 61.27.
 DM6976
 DM6976                          STATION RECOVERY (2018)
 DM6976
 DM6976'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6976'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7195 ***********************************************************************
 DM7195  DESIGNATION -  13 Y 7
 DM7195  PID         -  DM7195
 DM7195  STATE/COUNTY-  NJ/MONMOUTH
 DM7195  COUNTRY     -  US
 DM7195  USGS QUAD   -  ASBURY PARK (2019)
 DM7195
 DM7195                         *CURRENT SURVEY CONTROL
 DM7195  ______________________________________________________________________
 DM7195* NAD 83(1986) POSITION- 40 10 56.49   (N) 074 01 38.45   (W)   HD_HELD1
 DM7195* NAVD 88 ORTHO HEIGHT -     4.416 (meters)       14.49  (feet) ADJUSTED
 DM7195  ______________________________________________________________________
 DM7195  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 DM7195  DYNAMIC HEIGHT  -          4.414 (meters)       14.48  (feet) COMP
 DM7195  MODELED GRAVITY -    980,166.8   (mgal)                       NAVD 88
 DM7195
 DM7195  VERT ORDER      -  FIRST     CLASS II
 DM7195
 DM7195.The horizontal coordinates were determined by differentially corrected
 DM7195.hand held GPS observations or other comparable positioning techniques
 DM7195.and have an estimated accuracy of +/- 3 meters.
 DM7195
 DM7195.The orthometric height was determined by differential leveling and
 DM7195.adjusted by the NATIONAL GEODETIC SURVEY
 DM7195.in May 2011.
 DM7195
 DM7195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7195.GEOID18 height accuracy estimate available here.
 DM7195
 DM7195.Click photographs - Photos may exist for this station.
 DM7195
 DM7195.The dynamic height is computed by dividing the NAVD 88
 DM7195.geopotential number by the normal gravity value computed on the
 DM7195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7195.degrees latitude (g = 980.6199 gals.).
 DM7195
 DM7195.The modeled gravity was interpolated from observed gravity values.
 DM7195
 DM7195;                    North         East    Units  Estimated Accuracy
 DM7195;SPC NJ       -   149,867.9     190,250.1     MT  (+/- 3 meters HH1 GPS) 
 DM7195
 DM7195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8280448451(NAD 83)
 DM7195
 DM7195                          SUPERSEDED SURVEY CONTROL
 DM7195
 DM7195.No superseded survey control is available for this station.
 DM7195
 DM7195_MARKER: DD = SURVEY DISK
 DM7195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7195_SP_SET: TRAFFIC SIGNAL BASE
 DM7195_STAMPING: 13 Y 7 2008
 DM7195_MARK LOGO: NJGS
 DM7195_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7195+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2019
 DM7195
 DM7195  HISTORY     - Date     Condition        Report By
 DM7195  HISTORY     - 20080825 MONUMENTED       NJGS
 DM7195  HISTORY     - 20130103 GOOD             NJGS
 DM7195  HISTORY     - 20140320 GOOD             NJBOB
 DM7195  HISTORY     - 20190712 GOOD             INDIV
 DM7195
 DM7195                          STATION DESCRIPTION
 DM7195
 DM7195'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7195'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHEAST OF POINT
 DM7195'PLEASANT, 6.4 MI (10.3 KM) NORTH OF POINT PLEASANT BEACH AND 2.7 MI
 DM7195'(4.3 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
 DM7195'
 DM7195'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR, SET IN A DRILL HOLE
 DM7195'IN THE SOUTHEAST CORNER OF A TRAFFIC SIGNAL BASE ON THE SOUTHEAST
 DM7195'CORNER OF THE JUNCTION OF MAIN STREET (NJ STATE ROUTE 35) AND EIGHTH
 DM7195'AVENUE (NJ ROUTE 71).  THE TRAFFIC SIGNAL BASE IS AN EXPOSED PART OF
 DM7195'THE NORTH BOUND NJ ROUTE 35 APPROACH THE THE SHARK RIVER BRIDGE.  THE
 DM7195'STATION IS ALSO IN THE SOUTHWEST CORNER OF A WORLD WAR ONE VETERANS
 DM7195'MEMORIAL PARK.
 DM7195'
 DM7195'THE STATION IS 114 FT (34.7 M) WEST OF THE CENTERLINE OF WEST RAILROAD
 DM7195'AVENUE, 12.0 FT (3.7 M) NORTH OF THE EXTENDED CURB OF EIGHTH STREET,
 DM7195'74.0 FT (22.6 M) SOUTHWEST OF A FLAG POLE, 93.7 FT (28.6 M)
 DM7195'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRANITE BASE TO THE
 DM7195'MEMORIAL STATUE, 3.0 FT (0.9 M) EAST OF THE SIGNAL MAST.  THE STATION
 DM7195'IS ABOUT 5 FT (1.5 M) ABOVE THE GROUND.
 DM7195
 DM7195                          STATION RECOVERY (2013)
 DM7195
 DM7195'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DM7195'RECOVERED IN GOOD CONDITION.
 DM7195'
 DM7195'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHEAST
 DM7195'OF POINT PLEASANT, 6.4 MI (10.3 KM) NORTH OF POINT PLEASANT BEACH AND
 DM7195'2.7 MI (4.3 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
 DM7195
 DM7195                          STATION RECOVERY (2014)
 DM7195
 DM7195'RECOVERY NOTE BY NEW JERSEY BOROUGH OF BELMAR 2014 (RT)
 DM7195'RECOVERED AS DESCRIBED
 DM7195
 DM7195                          STATION RECOVERY (2019)
 DM7195
 DM7195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (CB)
 DM7195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7986 ***********************************************************************
 DP7986  DESIGNATION -  13 Y 8
 DP7986  PID         -  DP7986
 DP7986  STATE/COUNTY-  NJ/MONMOUTH
 DP7986  COUNTRY     -  US
 DP7986  USGS QUAD   -  ASBURY PARK (2019)
 DP7986
 DP7986                         *CURRENT SURVEY CONTROL
 DP7986  ______________________________________________________________________
 DP7986* NAD 83(1986) POSITION- 40 07 49.37   (N) 074 02 36.91   (W)   HD_HELD1
 DP7986* NAVD 88 ORTHO HEIGHT -     5.532 (meters)       18.15  (feet) ADJUSTED
 DP7986  ______________________________________________________________________
 DP7986  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 DP7986  DYNAMIC HEIGHT  -          5.529 (meters)       18.14  (feet) COMP
 DP7986  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 DP7986
 DP7986  VERT ORDER      -  FIRST     CLASS II
 DP7986
 DP7986.The horizontal coordinates were determined by differentially corrected
 DP7986.hand held GPS observations or other comparable positioning techniques
 DP7986.and have an estimated accuracy of +/- 3 meters.
 DP7986
 DP7986.The orthometric height was determined by differential leveling and
 DP7986.adjusted by the NATIONAL GEODETIC SURVEY
 DP7986.in September 2015.
 DP7986
 DP7986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7986.GEOID18 height accuracy estimate available here.
 DP7986
 DP7986.Click photographs - Photos may exist for this station.
 DP7986
 DP7986.The dynamic height is computed by dividing the NAVD 88
 DP7986.geopotential number by the normal gravity value computed on the
 DP7986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7986.degrees latitude (g = 980.6199 gals.).
 DP7986
 DP7986.The modeled gravity was interpolated from observed gravity values.
 DP7986
 DP7986;                    North         East    Units  Estimated Accuracy
 DP7986;SPC NJ       -   144,089.7     188,896.9     MT  (+/- 3 meters HH1 GPS) 
 DP7986
 DP7986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8148442666(NAD 83)
 DP7986
 DP7986                          SUPERSEDED SURVEY CONTROL
 DP7986
 DP7986.No superseded survey control is available for this station.
 DP7986
 DP7986_MARKER: DD = SURVEY DISK
 DP7986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7986_SP_SET: TRAFFIC SIGNAL FOUNDATION
 DP7986_STAMPING: 13 Y 8 2012
 DP7986_MARK LOGO: NJGS
 DP7986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7986+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2012
 DP7986
 DP7986  HISTORY     - Date     Condition        Report By
 DP7986  HISTORY     - 20120515 MONUMENTED       NJGS
 DP7986
 DP7986                          STATION DESCRIPTION
 DP7986
 DP7986'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7986'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF
 DP7986'ASBURY PARK, 3.5 MI (5.6 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 2.7
 DP7986'MI (4.3 KM) NORTH OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN
 DP7986'THE BOROUGH OF MANASQUAN.
 DP7986'
 DP7986'THE STATION IS ON THE SOUTHEAST CORNER OF THE INTERSECTION OF STATE
 DP7986'HIGHWAY 71 AND SEA GIRT AVENUE (COUNTY ROAD 49), SET FLUSH IN A DRILL
 DP7986'HOLE AT THE WEST CORNER OF A CONCRETE FOUNDATION FOR A TRAFFIC SIGNAL
 DP7986'POLE.
 DP7986'
 DP7986'THE STATION IS 2.5 FT (0.8 M) WEST FROM THE TRAFFIC SIGNAL POLE, 3.5
 DP7986'FT (1.1 M) SOUTHEAST AND RADIAL TO THE EAST CURB OF STATE HIGHWAY 71,
 DP7986'45.0 FT (13.7 M) SOUTH FROM THE CENTERLINE OF SEA GIRT AVENUE AND 28.0
 DP7986'FT (8.5 M) EAST FROM THE CENTERLINE OF STATE HIGHWAY 71.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7896 ***********************************************************************
 DP7896  DESIGNATION -  13 Y 9
 DP7896  PID         -  DP7896
 DP7896  STATE/COUNTY-  NJ/MONMOUTH
 DP7896  COUNTRY     -  US
 DP7896  USGS QUAD   -  POINT PLEASANT (2019)
 DP7896
 DP7896                         *CURRENT SURVEY CONTROL
 DP7896  ______________________________________________________________________
 DP7896* NAD 83(1986) POSITION- 40 07 09.66   (N) 074 02 05.74   (W)   HD_HELD1
 DP7896* NAVD 88 ORTHO HEIGHT -     1.569 (meters)        5.15  (feet) ADJUSTED
 DP7896  ______________________________________________________________________
 DP7896  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 DP7896  DYNAMIC HEIGHT  -          1.568 (meters)        5.14  (feet) COMP
 DP7896  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 DP7896
 DP7896  VERT ORDER      -  FIRST     CLASS II
 DP7896
 DP7896.The horizontal coordinates were determined by differentially corrected
 DP7896.hand held GPS observations or other comparable positioning techniques
 DP7896.and have an estimated accuracy of +/- 3 meters.
 DP7896
 DP7896.The orthometric height was determined by differential leveling and
 DP7896.adjusted by the NATIONAL GEODETIC SURVEY
 DP7896.in September 2015.
 DP7896
 DP7896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7896.GEOID18 height accuracy estimate available here.
 DP7896
 DP7896.Click photographs - Photos may exist for this station.
 DP7896
 DP7896.The dynamic height is computed by dividing the NAVD 88
 DP7896.geopotential number by the normal gravity value computed on the
 DP7896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7896.degrees latitude (g = 980.6199 gals.).
 DP7896
 DP7896.The modeled gravity was interpolated from observed gravity values.
 DP7896
 DP7896;                    North         East    Units  Estimated Accuracy
 DP7896;SPC NJ       -   142,868.9     189,641.2     MT  (+/- 3 meters HH1 GPS) 
 DP7896
 DP7896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8223541450(NAD 83)
 DP7896
 DP7896                          SUPERSEDED SURVEY CONTROL
 DP7896
 DP7896.No superseded survey control is available for this station.
 DP7896
 DP7896_MARKER: DD = SURVEY DISK
 DP7896_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7896_SP_SET: CURB
 DP7896_STAMPING: 13 Y 9 2013
 DP7896_MARK LOGO: NJDT
 DP7896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7896+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2013
 DP7896
 DP7896  HISTORY     - Date     Condition        Report By
 DP7896  HISTORY     - 20130808 MONUMENTED       NJGS
 DP7896
 DP7896                          STATION DESCRIPTION
 DP7896
 DP7896'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7896'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF ASBURY PARK,
 DP7896'3.1 MI (5.0 KM) NORTHEAST OF POINT PLEASANT AND 2.1 MI (3.4 KM)
 DP7896'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN.
 DP7896'
 DP7896'THE STATION IS SET IN A SOUTHERLY CURB AT THE CUL-DE-SAC AT THE WEST
 DP7896'END OF THIRD AVENUE, NORTH OF THE MANASQUAN-BRIELLE LITTLE LEAGUE
 DP7896'FACILITY.
 DP7896'
 DP7896'THE STATION IS 65 FT (19.8 M) SOUTH OF THE GATE ENTRANCE TO THE
 DP7896'NATIONAL GUARD TRAINING FACILITY, 8.4 FT (2.6 M) EAST OF THE NORTH
 DP7896'CORNER OF THE FENCE SURROUNDING A IN-LINE SKATING PARK, 21.1 FT (6.4
 DP7896'M) NORTH OF A SIGN (NO PARKING BEYOND THIS POINT)59 FT NORTHWEST OF
 DP7896'THE NORTHWEST CORNER OF THE CONCESSION STAND, 51, 7 FT (15.5 M)
 DP7896'NORTHWEST OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6283 ***********************************************************************
 KV6283  DESIGNATION -  13 Z 1
 KV6283  PID         -  KV6283
 KV6283  STATE/COUNTY-  NJ/MONMOUTH
 KV6283  COUNTRY     -  US
 KV6283  USGS QUAD   -  FARMINGDALE (2016)
 KV6283
 KV6283                         *CURRENT SURVEY CONTROL
 KV6283  ______________________________________________________________________
 KV6283* NAD 83(2011) POSITION- 40 09 57.14616(N) 074 10 33.12284(W)   ADJUSTED
 KV6283* NAD 83(2011) ELLIP HT-    -4.292 (meters)        (06/27/12)   ADJUSTED
 KV6283* NAD 83(2011) EPOCH   -  2010.00
 KV6283* NAVD 88 ORTHO HEIGHT -    28.395 (meters)       93.16  (feet) ADJUSTED
 KV6283  ______________________________________________________________________
 KV6283  GEOID HEIGHT    -        -32.664 (meters)                     GEOID18
 KV6283  NAD 83(2011) X  -  1,330,935.679 (meters)                     COMP
 KV6283  NAD 83(2011) Y  - -4,695,876.759 (meters)                     COMP
 KV6283  NAD 83(2011) Z  -  4,092,074.666 (meters)                     COMP
 KV6283  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC18
 KV6283  DYNAMIC HEIGHT  -         28.383 (meters)       93.12  (feet) COMP
 KV6283  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 KV6283
 KV6283  VERT ORDER      -  FIRST     CLASS II
 KV6283
 KV6283  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6283  Standards:
 KV6283         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6283            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6283  -------------------------------------------------------------------
 KV6283  NETWORK    0.68   1.16           0.31   0.24   0.59      0.03869089
 KV6283  -------------------------------------------------------------------
 KV6283  Click here for local accuracies and other accuracy information.
 KV6283
 KV6283.The horizontal coordinates were established by GPS observations
 KV6283.and adjusted by the National Geodetic Survey in June 2012.
 KV6283
 KV6283.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6283.been affixed to the stable North American tectonic plate. See 
 KV6283.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6283
 KV6283.The horizontal coordinates are valid at the epoch date displayed above
 KV6283.which is a decimal equivalence of Year/Month/Day.
 KV6283
 KV6283.The orthometric height was determined by differential leveling and
 KV6283.adjusted by the NATIONAL GEODETIC SURVEY
 KV6283.in June 1991.
 KV6283
 KV6283.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6283.GEOID18 height accuracy estimate available here.
 KV6283
 KV6283.Click photographs - Photos may exist for this station.
 KV6283
 KV6283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6283
 KV6283.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6283
 KV6283.The ellipsoidal height was determined by GPS observations
 KV6283.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6283
 KV6283;                    North         East     Units Scale Factor Converg.
 KV6283;SPC NJ       -   147,980.954   177,609.102   MT  0.99990938   +0 12 32.6
 KV6283;SPC NJ       -   485,500.85    582,705.86   sFT  0.99990938   +0 12 32.6
 KV6283;UTM  18      - 4,446,493.419   570,177.605   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7017746493(NAD 83)
 KV6283
 KV6283                          SUPERSEDED SURVEY CONTROL
 KV6283
 KV6283  NAD 83(2007)-  40 09 57.14664(N)    074 10 33.12329(W) AD(2002.00) 0
 KV6283  ELLIP H (02/10/07)   -4.285  (m)                       GP(2002.00)    
 KV6283  NAD 83(1996)-  40 09 57.14647(N)    074 10 33.12351(W) AD(       ) 1
 KV6283  ELLIP H (04/17/03)   -4.269  (m)                       GP(       ) 3 1
 KV6283  NAVD 88              28.40   (m)           93.2    (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
 KV6283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6283.See file dsdata.pdf to determine how the superseded data were derived.
 KV6283
 KV6283_MARKER: DD = SURVEY DISK
 KV6283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 09, 2019
 KV6283
 KV6283  HISTORY     - Date     Condition        Report By
 KV6283  HISTORY     - 1989     MONUMENTED       NJGS
 KV6283  HISTORY     - 19890616 GOOD             NJGS
 KV6283  HISTORY     - 20020202 GOOD             NJGS
 KV6283  HISTORY     - 20190709 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
 KV6283                          STATION RECOVERY (2019)
 KV6283
 KV6283'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5817 ***********************************************************************
 DP5817  DESIGNATION -  13 Z 10
 DP5817  PID         -  DP5817
 DP5817  STATE/COUNTY-  NJ/MONMOUTH
 DP5817  COUNTRY     -  US
 DP5817  USGS QUAD   -  JAMESBURG (2019)
 DP5817
 DP5817                         *CURRENT SURVEY CONTROL
 DP5817  ______________________________________________________________________
 DP5817* NAD 83(1986) POSITION- 40 15 27.82   (N) 074 23 29.59   (W)   HD_HELD1
 DP5817* NAVD 88 ORTHO HEIGHT -    48.652 (meters)      159.62  (feet) ADJUSTED
 DP5817  ______________________________________________________________________
 DP5817  GEOID HEIGHT    -        -32.419 (meters)                     GEOID18
 DP5817  DYNAMIC HEIGHT  -         48.632 (meters)      159.55  (feet) COMP
 DP5817  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 DP5817
 DP5817  VERT ORDER      -  FIRST     CLASS II
 DP5817
 DP5817.The horizontal coordinates were determined by differentially corrected
 DP5817.hand held GPS observations or other comparable positioning techniques
 DP5817.and have an estimated accuracy of +/- 3 meters.
 DP5817
 DP5817.The orthometric height was determined by differential leveling and
 DP5817.adjusted by the NATIONAL GEODETIC SURVEY
 DP5817.in April 2015.
 DP5817
 DP5817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5817.GEOID18 height accuracy estimate available here.
 DP5817
 DP5817.Click photographs - Photos may exist for this station.
 DP5817
 DP5817.The dynamic height is computed by dividing the NAVD 88
 DP5817.geopotential number by the normal gravity value computed on the
 DP5817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5817.degrees latitude (g = 980.6199 gals.).
 DP5817
 DP5817.The modeled gravity was interpolated from observed gravity values.
 DP5817
 DP5817;                    North         East    Units  Estimated Accuracy
 DP5817;SPC NJ       -   158,134.5     159,224.9     MT  (+/- 3 meters HH1 GPS) 
 DP5817
 DP5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5174156540(NAD 83)
 DP5817
 DP5817                          SUPERSEDED SURVEY CONTROL
 DP5817
 DP5817.No superseded survey control is available for this station.
 DP5817
 DP5817_MARKER: DD = SURVEY DISK
 DP5817_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5817_SP_SET: CURB
 DP5817_STAMPING: 13 Z 10 2014
 DP5817_MARK LOGO: NJGS
 DP5817_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5817+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2021
 DP5817
 DP5817  HISTORY     - Date     Condition        Report By
 DP5817  HISTORY     - 20140312 MONUMENTED       NJGS
 DP5817  HISTORY     - 20211019 GOOD             NJGS
 DP5817
 DP5817                          STATION DESCRIPTION
 DP5817
 DP5817'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5817'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF HIGHTSTOWN, 6.2
 DP5817'MI (10.0 KM) WEST OF FREEHOLD AND 5.1 MI (8.2 KM) EAST-NORTHEAST OF
 DP5817'ROOSEVELT, IN MANALAPAN TOWNSHIP.
 DP5817'
 DP5817'TO REACH FROM THE INTERSECTION OF MILLHURST ROAD/SWEETMANS LANE
 DP5817'(COUNTY ROUTE 527) GO 2.65 MI (4.3 KM) WEST ON NEW JERSEY STATE ROUTE
 DP5817'33 TO THE STATION ON THE RIGHT.
 DP5817'
 DP5817'IT IS ALSO ABOUT 0.25 MI (0.4 KM) EAST ON ROUTE 33 FROM THE JUNCTION
 DP5817'OF IRON ORE ROAD SET IN A DRILL HOLE IN THE CURB ON THE NORTHEAST
 DP5817'CORNER OF THE JUNCTION OF MADISON ROAD AND WESTBOUND ROUTE 33.
 DP5817'
 DP5817'IT IS 26 FT (7.9 M) EAST OF THE CENTERLINE OF MADISON AVENUE, 2.5 FT
 DP5817'(0.8 M) WEST OF A FIRE HYDRANT, 8.6 FT (2.6 M) SOUTH-SOUTHWEST OF A
 DP5817'STREET LIGHT POST, 58.4 FT (17.8 M) EAST AND ACROSS THE ROAD FROM POLE
 DP5817'NUMBER BT2976MPH, 32 FT (9.8 M) NORTH OF THE NORTH CURB OF WESTBOUND
 DP5817'ROUTE 33.
 DP5817
 DP5817                          STATION RECOVERY (2021)
 DP5817
 DP5817'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DP5817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9978 ***********************************************************************
 DP9978  DESIGNATION -  13 Z 11
 DP9978  PID         -  DP9978
 DP9978  STATE/COUNTY-  NJ/MONMOUTH
 DP9978  COUNTRY     -  US
 DP9978  USGS QUAD   -  MARLBORO (2016)
 DP9978
 DP9978                         *CURRENT SURVEY CONTROL
 DP9978  ______________________________________________________________________
 DP9978* NAD 83(1986) POSITION- 40 17 15.21   (N) 074 10 24.16   (W)   HD_HELD1
 DP9978* NAVD 88 ORTHO HEIGHT -    21.357 (meters)       70.07  (feet) ADJUSTED
 DP9978  ______________________________________________________________________
 DP9978  GEOID HEIGHT    -        -32.403 (meters)                     GEOID18
 DP9978  DYNAMIC HEIGHT  -         21.348 (meters)       70.04  (feet) COMP
 DP9978  MODELED GRAVITY -    980,212.3   (mgal)                       NAVD 88
 DP9978
 DP9978  VERT ORDER      -  FIRST     CLASS II
 DP9978
 DP9978.The horizontal coordinates were determined by differentially corrected
 DP9978.hand held GPS observations or other comparable positioning techniques
 DP9978.and have an estimated accuracy of +/- 3 meters.
 DP9978
 DP9978.The orthometric height was determined by differential leveling and
 DP9978.adjusted by the NATIONAL GEODETIC SURVEY
 DP9978.in February 2016.
 DP9978
 DP9978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9978.GEOID18 height accuracy estimate available here.
 DP9978
 DP9978.Click photographs - Photos may exist for this station.
 DP9978
 DP9978.The dynamic height is computed by dividing the NAVD 88
 DP9978.geopotential number by the normal gravity value computed on the
 DP9978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9978.degrees latitude (g = 980.6199 gals.).
 DP9978
 DP9978.The modeled gravity was interpolated from observed gravity values.
 DP9978
 DP9978;                    North         East    Units  Estimated Accuracy
 DP9978;SPC NJ       -   161,492.1     177,771.4     MT  (+/- 3 meters HH1 GPS) 
 DP9978
 DP9978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7026360001(NAD 83)
 DP9978
 DP9978                          SUPERSEDED SURVEY CONTROL
 DP9978
 DP9978.No superseded survey control is available for this station.
 DP9978
 DP9978_MARKER: DD = SURVEY DISK
 DP9978_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP9978_SP_SET: JUNCTION BOX
 DP9978_STAMPING: 13 Z 11 2015
 DP9978_MARK LOGO: NJGS
 DP9978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9978+STABILITY: SURFACE MOTION
 DP9978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9978+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9978
 DP9978  HISTORY     - Date     Condition        Report By
 DP9978  HISTORY     - 20150317 MONUMENTED       NJGS
 DP9978
 DP9978                          STATION DESCRIPTION
 DP9978
 DP9978'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9978'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF FARMINGDALE,
 DP9978'5.7 MI (9.2 KM) EAST-NORTHEAST OF FREEHOLD AND 4.3 MI (6.9 KM)
 DP9978'EAST-SOUTHEAST OF MARLBORO, IN COLTS NECK.
 DP9978'
 DP9978'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN
 DP9978'ELECTRICAL MANHOLE JUNCTION BOX, BEHIND THE GUIDERAIL ON THE NORTHWEST
 DP9978'CORNER OF THE JUNCTION OF COUNTY ROUTE 537 AND STATE ROUTE 34.
 DP9978'
 DP9978'THE STATION IS 11.7 FT (3.6 M) WEST OF THE GUIDERAIL, 5.9 FT (1.8 M)
 DP9978'EAST OF THE BLOCK RETAINING WALL AT THE SOUTHEAST CORNER OF THE
 DP9978'PARKING LOT FOR THE COLTS NECK INN, 76.9 FT (23.4 M) SOUTH-SOUTHWEST
 DP9978'OF POLE NUMBER BT1353ACT, 5.2 FT (1.6 M) NORTHWEST OF POLE NUMBER
 DP9978'BT1503ACT, 52 FT (15.8 M) NORTHEAST OF POLE NUMBER JC883CN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5264 ***********************************************************************
 DR5264  DESIGNATION -  13 Z 12
 DR5264  PID         -  DR5264
 DR5264  STATE/COUNTY-  NJ/MONMOUTH
 DR5264  COUNTRY     -  US
 DR5264  USGS QUAD   -  KEYPORT (2016)
 DR5264
 DR5264                         *CURRENT SURVEY CONTROL
 DR5264  ______________________________________________________________________
 DR5264* NAD 83(1986) POSITION- 40 26 19.29   (N) 074 10 42.19   (W)   HD_HELD1
 DR5264* NAVD 88 ORTHO HEIGHT -     3.887 (meters)       12.75  (feet) ADJUSTED
 DR5264  ______________________________________________________________________
 DR5264  GEOID HEIGHT    -        -32.351 (meters)                     GEOID18
 DR5264  DYNAMIC HEIGHT  -          3.886 (meters)       12.75  (feet) COMP
 DR5264  MODELED GRAVITY -    980,223.0   (mgal)                       NAVD 88
 DR5264
 DR5264  VERT ORDER      -  FIRST     CLASS II
 DR5264
 DR5264.The horizontal coordinates were determined by differentially corrected
 DR5264.hand held GPS observations or other comparable positioning techniques
 DR5264.and have an estimated accuracy of +/- 3 meters.
 DR5264
 DR5264.The orthometric height was determined by differential leveling and
 DR5264.adjusted by the NATIONAL GEODETIC SURVEY
 DR5264.in July 2020.
 DR5264
 DR5264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5264.GEOID18 height accuracy estimate available here.
 DR5264
 DR5264.Click photographs - Photos may exist for this station.
 DR5264
 DR5264.The dynamic height is computed by dividing the NAVD 88
 DR5264.geopotential number by the normal gravity value computed on the
 DR5264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5264.degrees latitude (g = 980.6199 gals.).
 DR5264
 DR5264.The modeled gravity was interpolated from observed gravity values.
 DR5264
 DR5264;                    North         East    Units  Estimated Accuracy
 DR5264;SPC NJ       -   178,271.0     177,284.6     MT  (+/- 3 meters HH1 GPS) 
 DR5264
 DR5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6968276773(NAD 83)
 DR5264
 DR5264                          SUPERSEDED SURVEY CONTROL
 DR5264
 DR5264.No superseded survey control is available for this station.
 DR5264
 DR5264_MARKER: DD = SURVEY DISK
 DR5264_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5264_SP_SET: CURB
 DR5264_STAMPING: 13 Z 12 2018
 DR5264_MARK LOGO: NJGS
 DR5264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5264+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 DR5264
 DR5264  HISTORY     - Date     Condition        Report By
 DR5264  HISTORY     - 20180809 MONUMENTED       NJGS
 DR5264
 DR5264                          STATION DESCRIPTION
 DR5264
 DR5264'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5264'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF PERTH AMBOY,
 DR5264'6.5 MI (10.5 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND 1.2 MI (1.9 KM)
 DR5264'EAST-NORTHEAST OF KEYPORT, IN TOWNSHIP OF HAZLET.
 DR5264'
 DR5264'TO REACH FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 36 AND POOLE
 DR5264'AVENUE.  TURN LEFT ON POOLE AVENUE, GO 0.45 MI (0.72 KM) NORTH ON
 DR5264'POOLE AVENUE TO THE JUNCTION WITH STONE ROAD (COUNTY ROUTE 6).  TURN
 DR5264'RIGHT ON STONE ROAD AND GO 0.1 MI (0.2 KM) TO THE STATION ON THE
 DR5264'RIGHT.
 DR5264'
 DR5264'THE STATION IS SET IN A DRILL HOLE IN THE SOUTH CURB OF STONE ROAD IN
 DR5264'FRONT OF A NEW RESIDENTIAL AREA AND ACROSS THE STREET FROM A HAYES
 DR5264'MEMORIAL PARK DEVELOPMENT, 75 FT (22.9 M) EAST-SOUTHEAST OF THE
 DR5264'CENTERLINE OF GREENTREE CIRCLE, 62.25 FT (19.0 M) NORTH OF THE
 DR5264'NORTHEAST CORNER OF A HOUSE WITH ADDRESS 1 GREENTREE CIRCLE, 48.2 FT
 DR5264'(14.7 M) EAST-SOUTHEAST OF A UTILITY POLE 65A, 20.25 FT (6.2 M)
 DR5264'SOUTH-SOUTHWEST OF THE CENTERLINE OF STONE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5330 ***********************************************************************
 DR5330  DESIGNATION -  13 Z 13
 DR5330  PID         -  DR5330
 DR5330  STATE/COUNTY-  NJ/MONMOUTH
 DR5330  COUNTRY     -  US
 DR5330  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5330
 DR5330                         *CURRENT SURVEY CONTROL
 DR5330  ______________________________________________________________________
 DR5330* NAD 83(1986) POSITION- 40 23 48.72   (N) 073 58 55.34   (W)   HD_HELD1
 DR5330* NAVD 88 ORTHO HEIGHT -    15.596 (meters)       51.17  (feet) ADJUSTED
 DR5330  ______________________________________________________________________
 DR5330  GEOID HEIGHT    -        -32.592 (meters)                     GEOID18
 DR5330  DYNAMIC HEIGHT  -         15.589 (meters)       51.14  (feet) COMP
 DR5330  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 DR5330
 DR5330  VERT ORDER      -  FIRST     CLASS II
 DR5330
 DR5330.The horizontal coordinates were determined by differentially corrected
 DR5330.hand held GPS observations or other comparable positioning techniques
 DR5330.and have an estimated accuracy of +/- 3 meters.
 DR5330
 DR5330.The orthometric height was determined by differential leveling and
 DR5330.adjusted by the NATIONAL GEODETIC SURVEY
 DR5330.in July 2020.
 DR5330
 DR5330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5330.GEOID18 height accuracy estimate available here.
 DR5330
 DR5330.Click photographs - Photos may exist for this station.
 DR5330
 DR5330.The dynamic height is computed by dividing the NAVD 88
 DR5330.geopotential number by the normal gravity value computed on the
 DR5330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5330.degrees latitude (g = 980.6199 gals.).
 DR5330
 DR5330.The modeled gravity was interpolated from observed gravity values.
 DR5330
 DR5330;                    North         East    Units  Estimated Accuracy
 DR5330;SPC NJ       -   173,706.3     193,969.3     MT  (+/- 3 meters HH1 GPS) 
 DR5330
 DR5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8638872304(NAD 83)
 DR5330
 DR5330                          SUPERSEDED SURVEY CONTROL
 DR5330
 DR5330.No superseded survey control is available for this station.
 DR5330
 DR5330_MARKER: DD = SURVEY DISK
 DR5330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5330_SP_SET: BRIDGE ABUTMENT
 DR5330_STAMPING: 13 Z 13 2018
 DR5330_MARK LOGO: NJGS
 DR5330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5330+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2018
 DR5330
 DR5330  HISTORY     - Date     Condition        Report By
 DR5330  HISTORY     - 20181001 MONUMENTED       NJGS
 DR5330
 DR5330                          STATION DESCRIPTION
 DR5330
 DR5330'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5330'THE MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) NORTH OF ASBURY PARK, 11.8
 DR5330'MI (19.0 KM) EAST-SOUTHEAST OF KEYPORT AND 6.4 MI (10.3 KM) NORTH OF
 DR5330'LONG BRANCH, IN THE BOROUGH OF HIGHLANDS.
 DR5330'
 DR5330'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST SIDE OF THE WEST
 DR5330'ABUTMENT IN THE SIDEWALK LEVEL FOR THE NEW JERSEY STATE ROUTE 36
 DR5330'BRIDGE NORTHBOUND LANES OVER THE SHREWSBURY RIVER.
 DR5330'
 DR5330'THE STATION IS 5.5 FT (1.7 M) NORTHEAST OF THE NORTH CURB OF NEW
 DR5330'JERSEY STATE HIGHWAY 26, 3 FT (0.9 M) SOUTH-SOUTHWEST OF THE SOUTHEAST
 DR5330'CORNER OF THE BRIDGE ABUTMENT PYLON (HIGHLANDS BOROUGH 1900), 8 FT
 DR5330'(2.4 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SAME, 53.5 FT
 DR5330'(16.3 M) NORTHWEST OF LIGHT POLE NUMBER BA217, 9 FT (2.7 M) EAST OF
 DR5330'THE CENTER OF AN INLET CURB PIECE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5289 ***********************************************************************
 DR5289  DESIGNATION -  13 Z 14
 DR5289  PID         -  DR5289
 DR5289  STATE/COUNTY-  NJ/MONMOUTH
 DR5289  COUNTRY     -  US
 DR5289  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5289
 DR5289                         *CURRENT SURVEY CONTROL
 DR5289  ______________________________________________________________________
 DR5289* NAD 83(1986) POSITION- 40 20 46.22   (N) 074 05 22.08   (W)   HD_HELD1
 DR5289* NAVD 88 ORTHO HEIGHT -    16.240 (meters)       53.28  (feet) ADJUSTED
 DR5289  ______________________________________________________________________
 DR5289  GEOID HEIGHT    -        -32.470 (meters)                     GEOID18
 DR5289  DYNAMIC HEIGHT  -         16.233 (meters)       53.26  (feet) COMP
 DR5289  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 DR5289
 DR5289  VERT ORDER      -  FIRST     CLASS II
 DR5289
 DR5289.The horizontal coordinates were determined by differentially corrected
 DR5289.hand held GPS observations or other comparable positioning techniques
 DR5289.and have an estimated accuracy of +/- 3 meters.
 DR5289
 DR5289.The orthometric height was determined by differential leveling and
 DR5289.adjusted by the NATIONAL GEODETIC SURVEY
 DR5289.in July 2020.
 DR5289
 DR5289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5289.GEOID18 height accuracy estimate available here.
 DR5289
 DR5289.Click photographs - Photos may exist for this station.
 DR5289
 DR5289.The dynamic height is computed by dividing the NAVD 88
 DR5289.geopotential number by the normal gravity value computed on the
 DR5289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5289.degrees latitude (g = 980.6199 gals.).
 DR5289
 DR5289.The modeled gravity was interpolated from observed gravity values.
 DR5289
 DR5289;                    North         East    Units  Estimated Accuracy
 DR5289;SPC NJ       -   168,029.7     184,875.9     MT  (+/- 3 meters HH1 GPS) 
 DR5289
 DR5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7732966577(NAD 83)
 DR5289
 DR5289                          SUPERSEDED SURVEY CONTROL
 DR5289
 DR5289.No superseded survey control is available for this station.
 DR5289
 DR5289_MARKER: DD = SURVEY DISK
 DR5289_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5289_SP_SET: CURB
 DR5289_STAMPING: 13 Z 14 2018
 DR5289_MARK LOGO: NJGS
 DR5289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5289+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5289
 DR5289  HISTORY     - Date     Condition        Report By
 DR5289  HISTORY     - 20181218 MONUMENTED       NJGS
 DR5289
 DR5289                          STATION DESCRIPTION
 DR5289
 DR5289'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5289'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF MARLBORO,
 DR5289'8.4 MI (13.5 KM) SOUTHEAST OF KEYPORT AND 5.9 MI (9.5 KM)
 DR5289'WEST-NORTHWEST OF LONG BRANCH, IN MIDDLETOWN TOWNSHIP.
 DR5289'
 DR5289'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK AT THE NORTHEAST
 DR5289'CORNER OF THE T-JUNCTION OF WEST FRONT STREET (COUNTY ROUTE 10) AND
 DR5289'DAVIS LANE.
 DR5289'
 DR5289'THE STATION IS 33.7 FT (10.3 M) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DR5289'WEST FRONT STREET, 17.9 FT (5.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DR5289'DAVIS LANE, 35.8 FT (10.9 M) WEST OF POLE NUMBER BT60489MDT, 9.2 FT
 DR5289'(2.8 M) NORTH OF STOP SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5364 ***********************************************************************
 DR5364  DESIGNATION -  13 Z 15
 DR5364  PID         -  DR5364
 DR5364  STATE/COUNTY-  NJ/MONMOUTH
 DR5364  COUNTRY     -  US
 DR5364  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5364
 DR5364                         *CURRENT SURVEY CONTROL
 DR5364  ______________________________________________________________________
 DR5364* NAD 83(1986) POSITION- 40 25 14.35   (N) 074 05 14.47   (W)   HD_HELD1
 DR5364* NAVD 88 ORTHO HEIGHT -     3.702 (meters)       12.15  (feet) ADJUSTED
 DR5364  ______________________________________________________________________
 DR5364  GEOID HEIGHT    -        -32.391 (meters)                     GEOID18
 DR5364  DYNAMIC HEIGHT  -          3.701 (meters)       12.14  (feet) COMP
 DR5364  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 DR5364
 DR5364  VERT ORDER      -  FIRST     CLASS II
 DR5364
 DR5364.The horizontal coordinates were determined by differentially corrected
 DR5364.hand held GPS observations or other comparable positioning techniques
 DR5364.and have an estimated accuracy of +/- 3 meters.
 DR5364
 DR5364.The orthometric height was determined by differential leveling and
 DR5364.adjusted by the NATIONAL GEODETIC SURVEY
 DR5364.in July 2020.
 DR5364
 DR5364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5364.GEOID18 height accuracy estimate available here.
 DR5364
 DR5364.Click photographs - Photos may exist for this station.
 DR5364
 DR5364.The dynamic height is computed by dividing the NAVD 88
 DR5364.geopotential number by the normal gravity value computed on the
 DR5364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5364.degrees latitude (g = 980.6199 gals.).
 DR5364
 DR5364.The modeled gravity was interpolated from observed gravity values.
 DR5364
 DR5364;                    North         East    Units  Estimated Accuracy
 DR5364;SPC NJ       -   176,300.2     185,016.9     MT  (+/- 3 meters HH1 GPS) 
 DR5364
 DR5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7742374847(NAD 83)
 DR5364
 DR5364                          SUPERSEDED SURVEY CONTROL
 DR5364
 DR5364.No superseded survey control is available for this station.
 DR5364
 DR5364_MARKER: DD = SURVEY DISK
 DR5364_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5364_SP_SET: CURB
 DR5364_STAMPING: 13 Z 15 2018
 DR5364_MARK LOGO: NJGS
 DR5364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5364+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 DR5364
 DR5364  HISTORY     - Date     Condition        Report By
 DR5364  HISTORY     - 20180825 MONUMENTED       NJGS
 DR5364
 DR5364                          STATION DESCRIPTION
 DR5364
 DR5364'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5364'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) NORTHEAST OF MARLBORO, 9.5
 DR5364'MI (15.3 KM) NORTH-NORTHWEST OF LONG BRANCH AND 6.0 MI (9.7 KM) EAST
 DR5364'OF KEYPORT, IN MIDDLETOWN TOWNSHIP, BELFORD.
 DR5364'
 DR5364'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 36 AND EAST ROAD,
 DR5364'GO 0.1 MI (0.2 KM) NORTH ON EAST ROAD TO THE STATION ON THE LEFT.
 DR5364'
 DR5364'THE STATION IS SET IN A DRILL HOLE IN THE WEST CURB OF EAST STREET, 10
 DR5364'FT (3.0 M) SOUTH OF THE CENTERLINE OF THE HENRY HUDSON BIKE TRAIL, 39
 DR5364'FT (11.9 M) NORTH-NORTHEAST OF UTILITY POLE, 49 FT (14.9 M) SOUTHWEST
 DR5364'OF POLE NUMBER BT1642MDT, 16 FT (4.9 M) WEST OF THE CENTERLINE OF EAST
 DR5364'ROAD, 24 FT (7.3 M) NORTH OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE
 DR5364'NUMBER 254.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6946 ***********************************************************************
 KV6946  DESIGNATION -  13 Z 2
 KV6946  PID         -  KV6946
 KV6946  STATE/COUNTY-  NJ/MONMOUTH
 KV6946  COUNTRY     -  US
 KV6946  USGS QUAD   -  JAMESBURG (2019)
 KV6946
 KV6946                         *CURRENT SURVEY CONTROL
 KV6946  ______________________________________________________________________
 KV6946* NAD 83(2011) POSITION- 40 15 30.61224(N) 074 23 48.41812(W)   ADJUSTED
 KV6946* NAD 83(2011) ELLIP HT-    13.766 (meters)        (06/27/12)   ADJUSTED
 KV6946* NAD 83(2011) EPOCH   -  2010.00
 KV6946* NAVD 88 ORTHO HEIGHT -    46.191 (meters)      151.54  (feet) ADJUSTED
 KV6946  ______________________________________________________________________
 KV6946  GEOID HEIGHT    -        -32.427 (meters)                     GEOID18
 KV6946  NAD 83(2011) X  -  1,311,037.525 (meters)                     COMP
 KV6946  NAD 83(2011) Y  - -4,694,591.029 (meters)                     COMP
 KV6946  NAD 83(2011) Z  -  4,099,940.908 (meters)                     COMP
 KV6946  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 KV6946  DYNAMIC HEIGHT  -         46.172 (meters)      151.48  (feet) COMP
 KV6946  MODELED GRAVITY -    980,212.3   (mgal)                       NAVD 88
 KV6946
 KV6946  VERT ORDER      -  FIRST     CLASS II
 KV6946
 KV6946  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6946  Standards:
 KV6946         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6946            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6946  -------------------------------------------------------------------
 KV6946  NETWORK    0.75   1.00           0.26   0.34   0.51      0.10787963
 KV6946  -------------------------------------------------------------------
 KV6946  Click here for local accuracies and other accuracy information.
 KV6946
 KV6946.The horizontal coordinates were established by GPS observations
 KV6946.and adjusted by the National Geodetic Survey in June 2012.
 KV6946
 KV6946.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6946.been affixed to the stable North American tectonic plate. See 
 KV6946.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6946
 KV6946.The horizontal coordinates are valid at the epoch date displayed above
 KV6946.which is a decimal equivalence of Year/Month/Day.
 KV6946
 KV6946.The orthometric height was determined by differential leveling and
 KV6946.adjusted by the NATIONAL GEODETIC SURVEY
 KV6946.in April 2015.
 KV6946
 KV6946.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6946.GEOID18 height accuracy estimate available here.
 KV6946
 KV6946.Click photographs - Photos may exist for this station.
 KV6946
 KV6946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6946
 KV6946.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6946
 KV6946.The ellipsoidal height was determined by GPS observations
 KV6946.and is referenced to NAD 83.
 KV6946
 KV6946.The dynamic height is computed by dividing the NAVD 88
 KV6946.geopotential number by the normal gravity value computed on the
 KV6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6946.degrees latitude (g = 980.6199 gals.).
 KV6946
 KV6946.The modeled gravity was interpolated from observed gravity values.
 KV6946
 KV6946. The following values were computed from the NAD 83(2011) position.
 KV6946
 KV6946;                    North         East     Units Scale Factor Converg.
 KV6946;SPC NJ       -   158,220.121   158,779.910   MT  0.99990095   +0 04 00.1
 KV6946;SPC NJ       -   519,093.85    520,930.42   sFT  0.99990095   +0 04 00.1
 KV6946;UTM  18      - 4,456,623.713   551,295.906   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5129556623(NAD 83)
 KV6946
 KV6946                          SUPERSEDED SURVEY CONTROL
 KV6946
 KV6946  NAD 83(2007)-  40 15 30.61265(N)    074 23 48.41858(W) AD(2002.00) 0
 KV6946  ELLIP H (02/10/07)   13.775  (m)                       GP(2002.00)    
 KV6946  ELLIP H (10/23/02)   13.785  (m)                       GP(       ) 4 1
 KV6946  NAD 83(1996)-  40 15 30.61272(N)    074 23 48.41896(W) AD(       ) 1
 KV6946  ELLIP H (05/14/99)   13.783  (m)                       GP(       ) 4 1
 KV6946  NAD 83(1986)-  40 15 30.61322(N)    074 23 48.42077(W) AD(       ) 1
 KV6946  NAVD 88 (01/21/94)   46.2    (m)  GEOID93  model used  GPS OBS        
 KV6946
 KV6946.Superseded values are not recommended for survey control.
 KV6946
 KV6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6946.See file dsdata.pdf to determine how the superseded data were derived.
 KV6946
 KV6946_MARKER: DD = SURVEY DISK
 KV6946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6946_STAMPING: 13 Z 2 1991
 KV6946_MARK LOGO: NJGS
 KV6946_PROJECTION: RECESSED 8 CENTIMETERS
 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 06, 2015
 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  HISTORY     - 20131023 GOOD             NJGS
 KV6946  HISTORY     - 20140312 GOOD             NJGS
 KV6946  HISTORY     - 20151106 GOOD             INDIV
 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.
 KV6946
 KV6946                          STATION RECOVERY (2013)
 KV6946
 KV6946'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 KV6946'THE STATION IS LOCATED ON THE NORTHWEST QUADRANT OF THE JUNCTION OF
 KV6946'WEST BOUND NJ ROUTE 33 AND ALT-IRON ORE ROAD, IN THE JUGHANDLE TURN
 KV6946'AREA, NOT ON THE CORNER OF THE TRAINING CENTER.
 KV6946'
 KV6946'THE STATION IS 33 FT. SOUTHWEST OF THE STREET SIGN (ALT-IRON ORE RD),
 KV6946'9.3 FT. NORTH AND RADIAL TO THE NORTH CURB OF WEST BOUND ROUTE 33, 28
 KV6946'FT. EAST OF THE NORTH STEEL LEG TO HIGHWAY SIGN (ENTERING TWP OF
 KV6946'MILLSTONE), 50 FT. EAST OF A SIGN (NJ TURNPIKE), 58 FT. WEST OF A
 KV6946'TRAFFIC SIGNAL POLE IN A TRIANGULAR CONCRETE ISLAND OF THE
 KV6946'INTERSECTION, 21.1 FT. FROM THE CENTER OF THE CURB PIECE OF AN INLET.
 KV6946'
 KV6946'THE STATION IS 4 INCHES BELOW THE GROUND.
 KV6946
 KV6946                          STATION RECOVERY (2014)
 KV6946
 KV6946'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6946'RECOVERED IN GOOD CONDITION.
 KV6946'
 KV6946'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF
 KV6946'HIGHTSTOWN, 6.5 MI (10.5 KM) WEST OF FREEHOLD AND 4.9 MI (7.9 KM)
 KV6946'EAST-NORTHEAST OF ROOSEVELT, IN MANALAPAN TOWNSHIP, 1 FT (0.3 M) SOUTH
 KV6946'OF A WITNESS POST.
 KV6946
 KV6946                          STATION RECOVERY (2015)
 KV6946
 KV6946'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TD)
 KV6946'RECOVERED AS DESCRIBED BY WSP/PARSONS BRINCKERHOFF
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6979 ***********************************************************************
 KV6979  DESIGNATION -  13 Z 3
 KV6979  PID         -  KV6979
 KV6979  STATE/COUNTY-  NJ/MONMOUTH
 KV6979  COUNTRY     -  US
 KV6979  USGS QUAD   -  ADELPHIA (2019)
 KV6979
 KV6979                         *CURRENT SURVEY CONTROL
 KV6979  ______________________________________________________________________
 KV6979* NAD 83(2011) POSITION- 40 13 54.39786(N) 074 19 21.06304(W)   ADJUSTED
 KV6979* NAD 83(2011) ELLIP HT-    23.319 (meters)        (06/27/12)   ADJUSTED
 KV6979* NAD 83(2011) EPOCH   -  2010.00
 KV6979* NAVD 88 ORTHO HEIGHT -    55.7   (meters)      183.    (feet) GPS OBS
 KV6979  ______________________________________________________________________
 KV6979  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6979  GEOID HEIGHT    -        -32.670 (meters)                     GEOID93
 KV6979  GEOID HEIGHT    -        -32.360 (meters)                     GEOID18
 KV6979  NAD 83(2011) X  -  1,317,641.493 (meters)                     COMP
 KV6979  NAD 83(2011) Y  - -4,694,740.737 (meters)                     COMP
 KV6979  NAD 83(2011) Z  -  4,097,681.895 (meters)                     COMP
 KV6979  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 KV6979
 KV6979  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6979  Standards:
 KV6979         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6979            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6979  -------------------------------------------------------------------
 KV6979  NETWORK    0.44   0.65           0.17   0.19   0.33     -0.11651630
 KV6979  -------------------------------------------------------------------
 KV6979  Click here for local accuracies and other accuracy information.
 KV6979
 KV6979.The horizontal coordinates were established by GPS observations
 KV6979.and adjusted by the National Geodetic Survey in June 2012.
 KV6979
 KV6979.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6979.been affixed to the stable North American tectonic plate. See 
 KV6979.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6979
 KV6979.The horizontal coordinates are valid at the epoch date displayed above
 KV6979.which is a decimal equivalence of Year/Month/Day.
 KV6979
 KV6979.The orthometric height was determined by GPS observations and a
 KV6979.high-resolution geoid model.
 KV6979
 KV6979.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6979.GEOID18 height accuracy estimate available here.
 KV6979
 KV6979.Click photographs - Photos may exist for this station.
 KV6979
 KV6979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6979
 KV6979.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6979
 KV6979.The ellipsoidal height was determined by GPS observations
 KV6979.and is referenced to NAD 83.
 KV6979
 KV6979. The following values were computed from the NAD 83(2011) position.
 KV6979
 KV6979;                    North         East     Units Scale Factor Converg.
 KV6979;SPC NJ       -   155,262.754   165,103.041   MT  0.99990281   +0 06 52.7
 KV6979;SPC NJ       -   509,391.22    541,675.56   sFT  0.99990281   +0 06 52.7
 KV6979;UTM  18      - 4,453,702.819   557,633.929   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5763353702(NAD 83)
 KV6979
 KV6979                          SUPERSEDED SURVEY CONTROL
 KV6979
 KV6979  NAD 83(2007)-  40 13 54.39832(N)    074 19 21.06353(W) AD(2002.00) 0
 KV6979  ELLIP H (02/10/07)   23.326  (m)                       GP(2002.00)    
 KV6979  ELLIP H (10/23/02)   23.336  (m)                       GP(       ) 4 1
 KV6979  NAD 83(1996)-  40 13 54.39826(N)    074 19 21.06393(W) AD(       ) 1
 KV6979  ELLIP H (05/14/99)   23.333  (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
 KV6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6979.See file dsdata.pdf to determine how the superseded data were derived.
 KV6979
 KV6979_MARKER: DD = SURVEY DISK
 KV6979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20220302 MARK NOT FOUND   NJGS
 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.
 KV6979
 KV6979                          STATION RECOVERY (2022)
 KV6979
 KV6979'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6979'POSITION PLACED MONUMENT IN ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6977 ***********************************************************************
 DM6977  DESIGNATION -  13 Z 6
 DM6977  PID         -  DM6977
 DM6977  STATE/COUNTY-  NJ/MONMOUTH
 DM6977  COUNTRY     -  US
 DM6977  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6977
 DM6977                         *CURRENT SURVEY CONTROL
 DM6977  ______________________________________________________________________
 DM6977* NAD 83(1986) POSITION- 40 18 40.63   (N) 073 58 48.64   (W)   HD_HELD1
 DM6977* NAVD 88 ORTHO HEIGHT -     3.658 (meters)       12.00  (feet) ADJUSTED
 DM6977  ______________________________________________________________________
 DM6977  GEOID HEIGHT    -        -32.723 (meters)                     GEOID18
 DM6977  DYNAMIC HEIGHT  -          3.656 (meters)       11.99  (feet) COMP
 DM6977  MODELED GRAVITY -    980,176.2   (mgal)                       NAVD 88
 DM6977
 DM6977  VERT ORDER      -  FIRST     CLASS II
 DM6977
 DM6977.The horizontal coordinates were determined by differentially corrected
 DM6977.hand held GPS observations or other comparable positioning techniques
 DM6977.and have an estimated accuracy of +/- 3 meters.
 DM6977
 DM6977.The orthometric height was determined by differential leveling and
 DM6977.adjusted by the NATIONAL GEODETIC SURVEY
 DM6977.in May 2011.
 DM6977
 DM6977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6977.GEOID18 height accuracy estimate available here.
 DM6977
 DM6977.Click photographs - Photos may exist for this station.
 DM6977
 DM6977.The dynamic height is computed by dividing the NAVD 88
 DM6977.geopotential number by the normal gravity value computed on the
 DM6977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6977.degrees latitude (g = 980.6199 gals.).
 DM6977
 DM6977.The modeled gravity was interpolated from observed gravity values.
 DM6977
 DM6977;                    North         East    Units  Estimated Accuracy
 DM6977;SPC NJ       -   164,205.1     194,183.1     MT  (+/- 3 meters HH1 GPS) 
 DM6977
 DM6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8665562806(NAD 83)
 DM6977
 DM6977                          SUPERSEDED SURVEY CONTROL
 DM6977
 DM6977.No superseded survey control is available for this station.
 DM6977
 DM6977_MARKER: DD = SURVEY DISK
 DM6977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6977_STAMPING: 13 Z 6 2008
 DM6977_MARK LOGO: NJGS
 DM6977_PROJECTION: RECESSED 3 CENTIMETERS
 DM6977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6977+STABILITY: SURFACE MOTION
 DM6977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6977+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2024
 DM6977
 DM6977  HISTORY     - Date     Condition        Report By
 DM6977  HISTORY     - UNK      MONUMENTED       NJDT
 DM6977  HISTORY     - 20080507 GOOD             NJGS
 DM6977  HISTORY     - 20150817 GOOD             NJGS
 DM6977  HISTORY     - 20181109 GOOD             NJGS
 DM6977  HISTORY     - 20241030 GOOD             LOCSUR
 DM6977
 DM6977                          STATION DESCRIPTION
 DM6977
 DM6977'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6977'THE STATION IS LOCATED IN LONG BRANCH, ON THE NORTHEAST CORNER OF THE
 DM6977'JUNCTION OF OCEAN BOULEVARD (COUNTY ROAD 57) AND SEAVIEW AVENUE.
 DM6977'
 DM6977'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6977'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 0.15 MI (0.2 KM) SOUTH ON
 DM6977'OCEAN BOULEVARD TO THE STATION ON THE LEFT.
 DM6977'
 DM6977'THE STATION IS 9.7 FT (3.0 M) EAST OF THE EAST CURB OF OCEAN
 DM6977'BOULEVARD, 25.4 FT (7.7 M) NORTH OF POLE NUMBER 1359, 91.6 FT (27.9 M)
 DM6977'NORTH OF THE CENTERLINE OF SEAVIEW AVENUE, 3.6 FT (1.1 M) EAST OF THE
 DM6977'EAST EDGE OF THE SIDEWALK, 75.1 FT (22.9 M) NORTHWEST OF POLE NUMBER
 DM6977'JC2996, 86.4 FT (26.3 M) WEST OF THE SOUTHWEST CORNER OF THE
 DM6977'LIGHTHOUSE RESTAURANT.
 DM6977
 DM6977                          STATION RECOVERY (2015)
 DM6977
 DM6977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 DM6977'RECOVERED IN GOOD CONDITION.
 DM6977
 DM6977                          STATION RECOVERY (2018)
 DM6977
 DM6977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6977'RECOVERED AS DESCRIBED.
 DM6977
 DM6977                          STATION RECOVERY (2024)
 DM6977
 DM6977'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (RAL)
 DM6977'A NEW BUILDING HAS BEEN BUILT TO THE EAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7196 ***********************************************************************
 DM7196  DESIGNATION -  13 Z 7
 DM7196  PID         -  DM7196
 DM7196  STATE/COUNTY-  NJ/MONMOUTH
 DM7196  COUNTRY     -  US
 DM7196  USGS QUAD   -  ASBURY PARK (2019)
 DM7196
 DM7196                         *CURRENT SURVEY CONTROL
 DM7196  ______________________________________________________________________
 DM7196* NAD 83(1986) POSITION- 40 10 47.62   (N) 074 01 43.62   (W)   HD_HELD1
 DM7196* NAVD 88 ORTHO HEIGHT -     3.924 (meters)       12.87  (feet) ADJUSTED
 DM7196  ______________________________________________________________________
 DM7196  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 DM7196  DYNAMIC HEIGHT  -          3.923 (meters)       12.87  (feet) COMP
 DM7196  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 DM7196
 DM7196  VERT ORDER      -  FIRST     CLASS II
 DM7196
 DM7196.The horizontal coordinates were determined by differentially corrected
 DM7196.hand held GPS observations or other comparable positioning techniques
 DM7196.and have an estimated accuracy of +/- 3 meters.
 DM7196
 DM7196.The orthometric height was determined by differential leveling and
 DM7196.adjusted by the NATIONAL GEODETIC SURVEY
 DM7196.in September 2015.
 DM7196
 DM7196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7196.GEOID18 height accuracy estimate available here.
 DM7196
 DM7196.Click photographs - Photos may exist for this station.
 DM7196
 DM7196.The dynamic height is computed by dividing the NAVD 88
 DM7196.geopotential number by the normal gravity value computed on the
 DM7196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7196.degrees latitude (g = 980.6199 gals.).
 DM7196
 DM7196.The modeled gravity was interpolated from observed gravity values.
 DM7196
 DM7196;                    North         East    Units  Estimated Accuracy
 DM7196;SPC NJ       -   149,593.7     190,129.3     MT  (+/- 3 meters HH1 GPS) 
 DM7196
 DM7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8268548176(NAD 83)
 DM7196
 DM7196                          SUPERSEDED SURVEY CONTROL
 DM7196
 DM7196  NAVD 88 (05/25/11)    3.921  (m)           12.86   (f) SUPERSEDED  1 2
 DM7196
 DM7196.Superseded values are not recommended for survey control.
 DM7196
 DM7196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7196.See file dsdata.pdf to determine how the superseded data were derived.
 DM7196
 DM7196_MARKER: DD = SURVEY DISK
 DM7196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7196_SP_SET: TRAFFIC SIGNAL BASE
 DM7196_STAMPING: 13 Z 7 2008
 DM7196_MARK LOGO: NJGS
 DM7196_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7196+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2019
 DM7196
 DM7196  HISTORY     - Date     Condition        Report By
 DM7196  HISTORY     - 20080825 MONUMENTED       NJGS
 DM7196  HISTORY     - 20130103 GOOD             NJGS
 DM7196  HISTORY     - 20140320 GOOD             NJBOB
 DM7196  HISTORY     - 20190712 GOOD             INDIV
 DM7196
 DM7196                          STATION DESCRIPTION
 DM7196
 DM7196'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7196'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR, SET IN A DRILL HOLE
 DM7196'IN THE SOUTHWEST CORNER OF A TRAFFIC SIGNAL BASE ON THE SOUTHEAST
 DM7196'CORNER OF THE JUNCTION OF RIVER ROAD (NJ STATE ROUTE 35) AND TENTH
 DM7196'AVENUE.
 DM7196'
 DM7196'THE STATION IS 2.0 FT (0.6 M) EAST OF THE EAST EDGE OF THE SIDEWALK,
 DM7196'16.0 FT (4.9 M) SOUTH OF THE SOUTH CURB (EXTENDED) OF TENTH STREET,
 DM7196'16.4 FT (5.0 M) NORTHEAST OF A STONE STREET SIGN, 9.8 FT (3.0 M) EAST
 DM7196'OF THE EAST CURB (EXTENDED) OF RIVER ROAD, 13.2 FT (4.0 M) SOUTHWEST
 DM7196'OF THE NORTHWEST CORNER OF A MASONRY CORNER FOR A IRON FENCE.
 DM7196
 DM7196                          STATION RECOVERY (2013)
 DM7196
 DM7196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DM7196'RECOVERED IN GOOD CONDITION.
 DM7196'
 DM7196'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST
 DM7196'OF POINT PLEASANT, 6.2 MI (10.0 KM) NORTH OF POINT PLEASANT BEACH AND
 DM7196'2.9 MI (4.7 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
 DM7196
 DM7196                          STATION RECOVERY (2014)
 DM7196
 DM7196'RECOVERY NOTE BY NEW JERSEY BOROUGH OF BELMAR 2014 (RT)
 DM7196'RECOVERED AS DESCRIBED
 DM7196
 DM7196                          STATION RECOVERY (2019)
 DM7196
 DM7196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (CB)
 DM7196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7987 ***********************************************************************
 DP7987  DESIGNATION -  13 Z 8
 DP7987  PID         -  DP7987
 DP7987  STATE/COUNTY-  NJ/MONMOUTH
 DP7987  COUNTRY     -  US
 DP7987  USGS QUAD   -  ASBURY PARK (2019)
 DP7987
 DP7987                         *CURRENT SURVEY CONTROL
 DP7987  ______________________________________________________________________
 DP7987* NAD 83(1986) POSITION- 40 08 26.21   (N) 074 02 31.64   (W)   HD_HELD1
 DP7987* NAVD 88 ORTHO HEIGHT -     3.431 (meters)       11.26  (feet) ADJUSTED
 DP7987  ______________________________________________________________________
 DP7987  GEOID HEIGHT    -        -32.960 (meters)                     GEOID18
 DP7987  DYNAMIC HEIGHT  -          3.430 (meters)       11.25  (feet) COMP
 DP7987  MODELED GRAVITY -    980,160.4   (mgal)                       NAVD 88
 DP7987
 DP7987  VERT ORDER      -  FIRST     CLASS II
 DP7987
 DP7987.The horizontal coordinates were determined by differentially corrected
 DP7987.hand held GPS observations or other comparable positioning techniques
 DP7987.and have an estimated accuracy of +/- 3 meters.
 DP7987
 DP7987.The orthometric height was determined by differential leveling and
 DP7987.adjusted by the NATIONAL GEODETIC SURVEY
 DP7987.in September 2015.
 DP7987
 DP7987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7987.GEOID18 height accuracy estimate available here.
 DP7987
 DP7987.Click photographs - Photos may exist for this station.
 DP7987
 DP7987.The dynamic height is computed by dividing the NAVD 88
 DP7987.geopotential number by the normal gravity value computed on the
 DP7987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7987.degrees latitude (g = 980.6199 gals.).
 DP7987
 DP7987.The modeled gravity was interpolated from observed gravity values.
 DP7987
 DP7987;                    North         East    Units  Estimated Accuracy
 DP7987;SPC NJ       -   145,226.6     189,015.8     MT  (+/- 3 meters HH1 GPS) 
 DP7987
 DP7987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8159643803(NAD 83)
 DP7987
 DP7987                          SUPERSEDED SURVEY CONTROL
 DP7987
 DP7987.No superseded survey control is available for this station.
 DP7987
 DP7987_MARKER: DD = SURVEY DISK
 DP7987_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7987_SP_SET: BRIDGE ABUTMENT
 DP7987_STAMPING: 13 Z 8 2012
 DP7987_MARK LOGO: NJGS
 DP7987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7987+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2018
 DP7987
 DP7987  HISTORY     - Date     Condition        Report By
 DP7987  HISTORY     - 20120518 MONUMENTED       NJGS
 DP7987  HISTORY     - 20180802 GOOD             NJGS
 DP7987
 DP7987                          STATION DESCRIPTION
 DP7987
 DP7987'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7987'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF ASBURY
 DP7987'PARK, 4.2 MI (6.8 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 3.4 MI
 DP7987'(5.5 KM) NORTH OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN THE
 DP7987'BOROUGH OF SEA GIRT.
 DP7987'
 DP7987'THE STATION IS ON THE EAST SIDE OF SEVENTH AVENUE (STATE HIGHWAY 71),
 DP7987'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT BACK
 DP7987'WALL, LEVEL WITH THE SIDEWALK, OF THE BRIDGE CARRYING STATE HIGHWAY 71
 DP7987'OVER WRECK POND, STRUCTURE NO. 1320 152, MILEPOST 2.42.
 DP7987'
 DP7987'THE STATION IS 27.4 FT (8.4 M) EAST FROM THE CENTERLINE OF STATE
 DP7987'HIGHWAY 71, 32.5 FT (9.9 M) SOUTH FROM THE CENTER OF THE BRIDGE AND
 DP7987'18.2 FT (5.5 M) NORTH FROM THE WEST LEG OF A GREEN RECTANGULAR SIGN
 DP7987'(ENTERING THE BORO OF SPRING LAKE HGTS) WITH WITNESS SIGN ATTACHED.
 DP7987
 DP7987                          STATION RECOVERY (2018)
 DP7987
 DP7987'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP7987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7897 ***********************************************************************
 DP7897  DESIGNATION -  13 Z 9
 DP7897  PID         -  DP7897
 DP7897  STATE/COUNTY-  NJ/MONMOUTH
 DP7897  COUNTRY     -  US
 DP7897  USGS QUAD   -  POINT PLEASANT (2019)
 DP7897
 DP7897                         *CURRENT SURVEY CONTROL
 DP7897  ______________________________________________________________________
 DP7897* NAD 83(1986) POSITION- 40 06 56.12   (N) 074 02 01.90   (W)   HD_HELD1
 DP7897* NAVD 88 ORTHO HEIGHT -     1.919 (meters)        6.30  (feet) ADJUSTED
 DP7897  ______________________________________________________________________
 DP7897  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 DP7897  DYNAMIC HEIGHT  -          1.918 (meters)        6.29  (feet) COMP
 DP7897  MODELED GRAVITY -    980,157.3   (mgal)                       NAVD 88
 DP7897
 DP7897  VERT ORDER      -  FIRST     CLASS II
 DP7897
 DP7897.The horizontal coordinates were determined by differentially corrected
 DP7897.hand held GPS observations or other comparable positioning techniques
 DP7897.and have an estimated accuracy of +/- 3 meters.
 DP7897
 DP7897.The orthometric height was determined by differential leveling and
 DP7897.adjusted by the NATIONAL GEODETIC SURVEY
 DP7897.in September 2015.
 DP7897
 DP7897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7897.GEOID18 height accuracy estimate available here.
 DP7897
 DP7897.Click photographs - Photos may exist for this station.
 DP7897
 DP7897.The dynamic height is computed by dividing the NAVD 88
 DP7897.geopotential number by the normal gravity value computed on the
 DP7897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7897.degrees latitude (g = 980.6199 gals.).
 DP7897
 DP7897.The modeled gravity was interpolated from observed gravity values.
 DP7897
 DP7897;                    North         East    Units  Estimated Accuracy
 DP7897;SPC NJ       -   142,451.8     189,734.3     MT  (+/- 3 meters HH1 GPS) 
 DP7897
 DP7897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8233041033(NAD 83)
 DP7897
 DP7897                          SUPERSEDED SURVEY CONTROL
 DP7897
 DP7897.No superseded survey control is available for this station.
 DP7897
 DP7897_MARKER: DD = SURVEY DISK
 DP7897_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP7897_SP_SET: FLAG POLE BASE
 DP7897_STAMPING: 13 Z 9 2013
 DP7897_MARK LOGO: NJGS
 DP7897_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7897+STABILITY: SURFACE MOTION
 DP7897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7897+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DP7897
 DP7897  HISTORY     - Date     Condition        Report By
 DP7897  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7897
 DP7897                          STATION DESCRIPTION
 DP7897
 DP7897'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7897'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF ASBURY PARK,
 DP7897'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7897'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN BOROUGH.
 DP7897'
 DP7897'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE BASE
 DP7897'OF A PIVOTING FLAG POLE IN FRONT OF THE SQUAN BEACH LIFE SAVING
 DP7897'STATION ON OCEAN AVENUE.  THE STATION IS WEST OF A LARGE ANTENNA MAST.
 DP7897'THE STATION IS 114 FT (34.7 M) EAST OF THE CENTERLINE OF SECOND
 DP7897'AVENUE, 55 FT (16.8 M) NORTH OF THE CENTERLINE OF OCEAN AVENUE, 138 FT
 DP7897'(42.1 M) WEST OF THE CENTERLINE OF FIRST AVENUE, 15.8 FT (4.8 M) SOUTH
 DP7897'OF THE SOUTHEAST CORNER OF THE FRONT PORCH, 27 FT (8.2 M) NORTH OF A
 DP7897'FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1004 ***********************************************************************
 KV1004  DESIGNATION -  13.62
 KV1004  PID         -  KV1004
 KV1004  STATE/COUNTY-  NJ/BURLINGTON
 KV1004  COUNTRY     -  US
 KV1004  USGS QUAD   -  BRISTOL (2019)
 KV1004
 KV1004                         *CURRENT SURVEY CONTROL
 KV1004  ______________________________________________________________________
 KV1004* NAD 83(1986) POSITION- 40 04 39.8    (N) 074 51 31.8    (W)   HD_HELD2
 KV1004* NAVD 88 ORTHO HEIGHT -     3.873 (meters)       12.71  (feet) ADJUSTED
 KV1004  ______________________________________________________________________
 KV1004  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 KV1004  DYNAMIC HEIGHT  -          3.871 (meters)       12.70  (feet) COMP
 KV1004  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 KV1004
 KV1004  VERT ORDER      -  FIRST     CLASS II
 KV1004
 KV1004.The horizontal coordinates were established by autonomous hand held GPS
 KV1004.observations and have an estimated accuracy of +/- 10 meters.
 KV1004
 KV1004.The orthometric height was determined by differential leveling and
 KV1004.adjusted by the NATIONAL GEODETIC SURVEY
 KV1004.in June 1991.
 KV1004
 KV1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1004.GEOID18 height accuracy estimate available here.
 KV1004
 KV1004.Click photographs - Photos may exist for this station.
 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       -   138,205.      119,396.      MT  (+/- 10 meters HH2 GPS)
 KV1004
 KV1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1203636393(NAD 83)
 KV1004
 KV1004                          SUPERSEDED SURVEY CONTROL
 KV1004
 KV1004  NGVD 29 (01/10/92)    4.195  (m)           13.76   (f) ADJUSTED    1 2
 KV1004  NGVD 29 (??/??/87)    4.228  (m)           13.87   (f) SUPERSEDED  1 2
 KV1004
 KV1004.Superseded values are not recommended for survey control.
 KV1004
 KV1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1004.See file dsdata.pdf to determine how the superseded data were derived.
 KV1004
 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 - November 23, 2007
 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  HISTORY     - 20071123 GOOD             UE
 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.
 KV1004
 KV1004                          STATION RECOVERY (2007)
 KV1004
 KV1004'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV1004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0970 ***********************************************************************
 JU0970  DESIGNATION -  130 CNJRR
 JU0970  PID         -  JU0970
 JU0970  STATE/COUNTY-  NJ/CUMBERLAND
 JU0970  COUNTRY     -  US
 JU0970  USGS QUAD   -  BRIDGETON (2019)
 JU0970
 JU0970                         *CURRENT SURVEY CONTROL
 JU0970  ______________________________________________________________________
 JU0970* NAD 83(1986) POSITION- 39 27 29.61   (N) 075 11 53.56   (W)   HD_HELD1
 JU0970* NAVD 88 ORTHO HEIGHT -    30.126 (meters)       98.84  (feet) ADJUSTED
 JU0970  ______________________________________________________________________
 JU0970  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 JU0970  DYNAMIC HEIGHT  -         30.111 (meters)       98.79  (feet) COMP
 JU0970  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 JU0970
 JU0970  VERT ORDER      -  SECOND    CLASS 0
 JU0970
 JU0970.The horizontal coordinates were determined by differentially corrected
 JU0970.hand held GPS observations or other comparable positioning techniques
 JU0970.and have an estimated accuracy of +/- 3 meters.
 JU0970
 JU0970.The orthometric height was determined by differential leveling and
 JU0970.adjusted by the NATIONAL GEODETIC SURVEY
 JU0970.in June 1991.
 JU0970
 JU0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0970.GEOID18 height accuracy estimate available here.
 JU0970
 JU0970.Click photographs - Photos may exist for this station.
 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       -    69,600.1      89,914.3     MT  (+/- 3 meters HH1 GPS) 
 JU0970
 JU0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8294767647(NAD 83)
 JU0970
 JU0970                          SUPERSEDED SURVEY CONTROL
 JU0970
 JU0970  NGVD 29 (11/26/84)   30.493  (m)          100.04   (f) ADJUSTED    2 0
 JU0970
 JU0970.Superseded values are not recommended for survey control.
 JU0970
 JU0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0970.See file dsdata.pdf to determine how the superseded data were derived.
 JU0970
 JU0970_MARKER: Z = SEE DESCRIPTION
 JU0970_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0970+WITH SETTING: PAVEMENT
 JU0970_SP_SET: MILE POST BASE
 JU0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0970+STABILITY: SURFACE MOTION
 JU0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0970+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 JU0970
 JU0970  HISTORY     - Date     Condition        Report By
 JU0970  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0970  HISTORY     - 1936     GOOD             CGS
 JU0970  HISTORY     - 20210526 SEE DESCRIPTION  NJGS
 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.
 JU0970
 JU0970                          STATION RECOVERY (2021)
 JU0970
 JU0970'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 JU0970'FOUND IN OKAY CONDITION EXCEPT THE BASED IS TILTED.  EASIEST ACCESS
 JU0970'POINT IS FROM BIRDSALL DRIVE BETWEEN HOUSE NUMBER 11 AND 13.
 JU0970'
 JU0970'THE STATION IS BEHIND THE HOUSING DEVELOPMENT ALONG THE RAILROAD
 JU0970'RIGHT-OF-WAY AND 213 FT (64.9 M) SOUTH-SOUTHEAST OF POLE NUMBER
 JU0970'BT319UD B51951 ON BIRDSALL DRIVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3379 ***********************************************************************
 DI3379  DESIGNATION -  13028
 DI3379  PID         -  DI3379
 DI3379  STATE/COUNTY-  NJ/GLOUCESTER
 DI3379  COUNTRY     -  US
 DI3379  USGS QUAD   -  BRIDGEPORT (2019)
 DI3379
 DI3379                         *CURRENT SURVEY CONTROL
 DI3379  ______________________________________________________________________
 DI3379* NAD 83(1986) POSITION- 39 49 38.     (N) 075 15 07.     (W)   SCALED
 DI3379* NAVD 88 ORTHO HEIGHT -     1.950 (meters)        6.40  (feet) ADJUSTED
 DI3379  ______________________________________________________________________
 DI3379  GEOID HEIGHT    -        -32.967 (meters)                     GEOID18
 DI3379  DYNAMIC HEIGHT  -          1.949 (meters)        6.39  (feet) COMP
 DI3379  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 DI3379
 DI3379  VERT ORDER      -  FIRST     CLASS II
 DI3379
 DI3379.The horizontal coordinates were scaled from a map and have
 DI3379.an estimated accuracy of +/- 6 seconds.
 DI3379
 DI3379.The orthometric height was determined by differential leveling and
 DI3379.adjusted by the NATIONAL GEODETIC SURVEY
 DI3379.in June 2007.
 DI3379
 DI3379.No vertical observational check was made to the station.
 DI3379
 DI3379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3379.GEOID18 height accuracy estimate available here.
 DI3379
 DI3379.Click photographs - Photos may exist for this station.
 DI3379
 DI3379.The dynamic height is computed by dividing the NAVD 88
 DI3379.geopotential number by the normal gravity value computed on the
 DI3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3379.degrees latitude (g = 980.6199 gals.).
 DI3379
 DI3379.The modeled gravity was interpolated from observed gravity values.
 DI3379
 DI3379;                    North         East    Units  Estimated Accuracy
 DI3379;SPC NJ       -   110,600.       85,630.      MT  (+/- 180 meters Scaled)
 DI3379
 DI3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK784086(NAD 83)
 DI3379
 DI3379                          SUPERSEDED SURVEY CONTROL
 DI3379
 DI3379.No superseded survey control is available for this station.
 DI3379
 DI3379_MARKER: DD = SURVEY DISK
 DI3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3379_STAMPING: 13028 7.535
 DI3379_MARK LOGO: NJDCED
 DI3379_PROJECTION: FLUSH
 DI3379_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3379+STABILITY: SURFACE MOTION
 DI3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3379+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 DI3379
 DI3379  HISTORY     - Date     Condition        Report By
 DI3379  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3379  HISTORY     - 20030708 GOOD             NJGS
 DI3379  HISTORY     - 20210512 GOOD             AAAS
 DI3379
 DI3379                          STATION DESCRIPTION
 DI3379
 DI3379'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3379'THE STATION IS LOCATED IN THE BOROUGH OF PAULSBORO ON THE SOUTHEAST
 DI3379'SIDE OF BROAD  STREET, STATE ROUTE 44.
 DI3379'
 DI3379'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3379'ROUTE 44 AND  DELAWARE STREET, GO SOUTHWEST ON STATE ROUTE 44 FOR 0.65
 DI3379'MI (1.05 KM) TO THE STATION ON  THE LEFT, AT THE SOUTHWEST CORNER OF
 DI3379'THE TEE JUNCTION OF STATE ROUTE 44 AND CEDAR  AVENUE, SET FLUSH IN A
 DI3379'DRILL HOLE IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DI3379'WITH THE GROUND.
 DI3379'
 DI3379'THE STATION IS 9.5 M (31.2 FT) WEST FROM THE CENTERLINE OF CEDAR
 DI3379'AVENUE, 9.3 M (30.5 FT) SOUTH  FROM THE CENTERLINE OF STATE ROUTE 44
 DI3379'AND 17.4 M (57.1 FT) SOUTHEAST FROM WOOD UTILITY  POLE NUMBER BT663
 DI3379'PA., 3.2 M (10.5 FT) SOUTH OF THE CURBLINE OF ROUTE 44, 4.9 M (16.1
 DI3379'FT) WEST  OF THE CURBLINE OF CEDAR AVENUE.
 DI3379
 DI3379                          STATION RECOVERY (2021)
 DI3379
 DI3379'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3379'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3380 ***********************************************************************
 DI3380  DESIGNATION -  13031
 DI3380  PID         -  DI3380
 DI3380  STATE/COUNTY-  NJ/GLOUCESTER
 DI3380  COUNTRY     -  US
 DI3380  USGS QUAD   -  BRIDGEPORT (2019)
 DI3380
 DI3380                         *CURRENT SURVEY CONTROL
 DI3380  ______________________________________________________________________
 DI3380* NAD 83(1986) POSITION- 39 49 37.     (N) 075 16 07.     (W)   SCALED
 DI3380* NAVD 88 ORTHO HEIGHT -     3.347 (meters)       10.98  (feet) ADJUSTED
 DI3380  ______________________________________________________________________
 DI3380  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 DI3380  DYNAMIC HEIGHT  -          3.345 (meters)       10.97  (feet) COMP
 DI3380  MODELED GRAVITY -    980,172.7   (mgal)                       NAVD 88
 DI3380
 DI3380  VERT ORDER      -  FIRST     CLASS II
 DI3380
 DI3380.The horizontal coordinates were scaled from a map and have
 DI3380.an estimated accuracy of +/- 6 seconds.
 DI3380
 DI3380.The orthometric height was determined by differential leveling and
 DI3380.adjusted by the NATIONAL GEODETIC SURVEY
 DI3380.in June 2007.
 DI3380
 DI3380.No vertical observational check was made to the station.
 DI3380
 DI3380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3380.GEOID18 height accuracy estimate available here.
 DI3380
 DI3380.Click photographs - Photos may exist for this station.
 DI3380
 DI3380.The dynamic height is computed by dividing the NAVD 88
 DI3380.geopotential number by the normal gravity value computed on the
 DI3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3380.degrees latitude (g = 980.6199 gals.).
 DI3380
 DI3380.The modeled gravity was interpolated from observed gravity values.
 DI3380
 DI3380;                    North         East    Units  Estimated Accuracy
 DI3380;SPC NJ       -   110,580.       84,210.      MT  (+/- 180 meters Scaled)
 DI3380
 DI3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK770085(NAD 83)
 DI3380
 DI3380                          SUPERSEDED SURVEY CONTROL
 DI3380
 DI3380.No superseded survey control is available for this station.
 DI3380
 DI3380_MARKER: DD = SURVEY DISK
 DI3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3380_STAMPING: 13031 12.070
 DI3380_MARK LOGO: NJDCED
 DI3380_PROJECTION: FLUSH
 DI3380_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3380+STABILITY: SURFACE MOTION
 DI3380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3380+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 DI3380
 DI3380  HISTORY     - Date     Condition        Report By
 DI3380  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3380  HISTORY     - 20030708 GOOD             NJGS
 DI3380  HISTORY     - 20210512 GOOD             AAAS
 DI3380
 DI3380                          STATION DESCRIPTION
 DI3380
 DI3380'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3380'THE STATION IS LOCATED IN GREENWICH TOWNSHIP IN THE COMMUNITY OF
 DI3380'GIBBSTOWN ON THE  SOUTHEAST SIDE OF BROAD STREET, STATE ROUTE 44.
 DI3380'
 DI3380'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3380'ROUTE 44 AND  DELAWARE STREET, GO SOUTHWEST ON STATE ROUTE 44 FOR 1.50
 DI3380'MI (2.41 KM) TO THE STATION ON  THE LEFT, SET FLUSH WITH THE GROUND.
 DI3380'
 DI3380'THE STATION IS 5.3 M (17.4 FT) SOUTHEAST FROM THE CENTERLINE OF STATE
 DI3380'ROUTE 44, 19.4 M (63.6  FT) SOUTHEAST FROM WOOD UTILITY POLE NUMBER BT
 DI3380'82 AND 15.2 M (49.9 FT) SOUTHWEST FROM  WOOD UTILITY POLE NUMBER BT
 DI3380'81, 8.0 M (26.2 FT) NORTH OF THE EAST CORNER OF HOUSE NUMBER  340 (1.5
 DI3380'STORY FRAME).
 DI3380
 DI3380                          STATION RECOVERY (2021)
 DI3380
 DI3380'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3382 ***********************************************************************
 DI3382  DESIGNATION -  13035
 DI3382  PID         -  DI3382
 DI3382  STATE/COUNTY-  NJ/GLOUCESTER
 DI3382  COUNTRY     -  US
 DI3382  USGS QUAD   -  BRIDGEPORT (2019)
 DI3382
 DI3382                         *CURRENT SURVEY CONTROL
 DI3382  ______________________________________________________________________
 DI3382* NAD 83(1986) POSITION- 39 49 29.     (N) 075 17 32.     (W)   SCALED
 DI3382* NAVD 88 ORTHO HEIGHT -     3.896 (meters)       12.78  (feet) ADJUSTED
 DI3382  ______________________________________________________________________
 DI3382  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 DI3382  DYNAMIC HEIGHT  -          3.894 (meters)       12.78  (feet) COMP
 DI3382  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 DI3382
 DI3382  VERT ORDER      -  FIRST     CLASS II
 DI3382
 DI3382.The horizontal coordinates were scaled from a map and have
 DI3382.an estimated accuracy of +/- 6 seconds.
 DI3382
 DI3382.The orthometric height was determined by differential leveling and
 DI3382.adjusted by the NATIONAL GEODETIC SURVEY
 DI3382.in June 2007.
 DI3382
 DI3382.No vertical observational check was made to the station.
 DI3382
 DI3382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3382.GEOID18 height accuracy estimate available here.
 DI3382
 DI3382.Click photographs - Photos may exist for this station.
 DI3382
 DI3382.The dynamic height is computed by dividing the NAVD 88
 DI3382.geopotential number by the normal gravity value computed on the
 DI3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3382.degrees latitude (g = 980.6199 gals.).
 DI3382
 DI3382.The modeled gravity was interpolated from observed gravity values.
 DI3382
 DI3382;                    North         East    Units  Estimated Accuracy
 DI3382;SPC NJ       -   110,360.       82,180.      MT  (+/- 180 meters Scaled)
 DI3382
 DI3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK749083(NAD 83)
 DI3382
 DI3382                          SUPERSEDED SURVEY CONTROL
 DI3382
 DI3382.No superseded survey control is available for this station.
 DI3382
 DI3382_MARKER: DD = SURVEY DISK
 DI3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3382_STAMPING: 13035
 DI3382_MARK LOGO: NJGS
 DI3382_PROJECTION: FLUSH
 DI3382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3382+STABILITY: SURFACE MOTION
 DI3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3382+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DI3382
 DI3382  HISTORY     - Date     Condition        Report By
 DI3382  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3382  HISTORY     - 20030607 GOOD             NJGS
 DI3382  HISTORY     - 20080303 GOOD             NJGS
 DI3382  HISTORY     - 20210420 GOOD             AAAS
 DI3382
 DI3382                          STATION DESCRIPTION
 DI3382
 DI3382'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3382'THE STATION IS LOCATED IN GREENWICH IN THE COMMUNITY OF GIBBSTOWN ON
 DI3382'THE NORTHEAST  SIDE OF BROAD STREET, STATE ROUTE 44.
 DI3382'
 DI3382'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3382'ROUTE 44 AND  DELAWARE STREET IN THE BOROUGH OF PAULSBORO, GO
 DI3382'SOUTHWEST ON STATE ROUTE 44 FOR 2.75  MI (4.43 KM) TO THE INTERSECTION
 DI3382'WITH REPAUNO STREET AND THE STATION ON THE RIGHT, SET  FLUSH WITH THE
 DI3382'GROUND AT THE NORTHEAST CORNER OF THE INTERSECTION.
 DI3382'
 DI3382'THE STATION IS 4.2 M (13.8 FT) NORTH FROM THE CENTERLINE OF STATE
 DI3382'ROUTE 44, 9.2 M (30.2 FT)  SOUTHEAST FROM WOOD UTILITY POLE NUMBER
 DI3382'18629 AND 17.4 M (57.1 FT) NORTHEAST FROM A  WOOD UTILITY POLE WITH NO
 DI3382'NUMBER, 0.5 M (1.6 FT) NORTH OF THE NORTH CURB OF ROUTE 44.
 DI3382
 DI3382                          STATION RECOVERY (2008)
 DI3382
 DI3382'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DI3382'RECOVERED AS DESCRIBED.
 DI3382
 DI3382                          STATION RECOVERY (2021)
 DI3382
 DI3382'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0971 ***********************************************************************
 JU0971  DESIGNATION -  131 CNJRR
 JU0971  PID         -  JU0971
 JU0971  STATE/COUNTY-  NJ/CUMBERLAND
 JU0971  COUNTRY     -  US
 JU0971  USGS QUAD   -  BRIDGETON (2019)
 JU0971
 JU0971                         *CURRENT SURVEY CONTROL
 JU0971  ______________________________________________________________________
 JU0971* NAD 83(1986) POSITION- 39 27 07.     (N) 075 12 55.     (W)   SCALED
 JU0971* NAVD 88 ORTHO HEIGHT -    25.681 (meters)       84.26  (feet) ADJUSTED
 JU0971  ______________________________________________________________________
 JU0971  GEOID HEIGHT    -        -33.775 (meters)                     GEOID18
 JU0971  DYNAMIC HEIGHT  -         25.668 (meters)       84.21  (feet) COMP
 JU0971  MODELED GRAVITY -    980,119.4   (mgal)                       NAVD 88
 JU0971
 JU0971  VERT ORDER      -  SECOND    CLASS 0
 JU0971
 JU0971.The horizontal coordinates were scaled from a map and have
 JU0971.an estimated accuracy of +/- 6 seconds.
 JU0971
 JU0971.The orthometric height was determined by differential leveling and
 JU0971.adjusted by the NATIONAL GEODETIC SURVEY
 JU0971.in June 1991.
 JU0971
 JU0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0971.GEOID18 height accuracy estimate available here.
 JU0971
 JU0971.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ814669(NAD 83)
 JU0971
 JU0971                          SUPERSEDED SURVEY CONTROL
 JU0971
 JU0971  NGVD 29 (11/26/84)   26.050  (m)           85.47   (f) ADJUSTED    2 0
 JU0971
 JU0971.Superseded values are not recommended for survey control.
 JU0971
 JU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0971.See file dsdata.pdf to determine how the superseded data were derived.
 JU0971
 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 = JULY 24, 2026 22:12:30 EDT
 JU0972 ***********************************************************************
 JU0972  DESIGNATION -  132 CNJRR
 JU0972  PID         -  JU0972
 JU0972  STATE/COUNTY-  NJ/CUMBERLAND
 JU0972  COUNTRY     -  US
 JU0972  USGS QUAD   -  BRIDGETON (2019)
 JU0972
 JU0972                         *CURRENT SURVEY CONTROL
 JU0972  ______________________________________________________________________
 JU0972* NAD 83(1986) POSITION- 39 26 40.     (N) 075 13 49.     (W)   SCALED
 JU0972* NAVD 88 ORTHO HEIGHT -    13.447 (meters)       44.12  (feet) ADJUSTED
 JU0972  ______________________________________________________________________
 JU0972  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 JU0972  DYNAMIC HEIGHT  -         13.440 (meters)       44.09  (feet) COMP
 JU0972  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 JU0972
 JU0972  VERT ORDER      -  SECOND    CLASS 0
 JU0972
 JU0972.The horizontal coordinates were scaled from a map and have
 JU0972.an estimated accuracy of +/- 6 seconds.
 JU0972
 JU0972.The orthometric height was determined by differential leveling and
 JU0972.adjusted by the NATIONAL GEODETIC SURVEY
 JU0972.in June 1991.
 JU0972
 JU0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0972.GEOID18 height accuracy estimate available here.
 JU0972
 JU0972.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ801661(NAD 83)
 JU0972
 JU0972                          SUPERSEDED SURVEY CONTROL
 JU0972
 JU0972  NGVD 29 (11/26/84)   13.819  (m)           45.34   (f) ADJUSTED    2 0
 JU0972
 JU0972.Superseded values are not recommended for survey control.
 JU0972
 JU0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0972.See file dsdata.pdf to determine how the superseded data were derived.
 JU0972
 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 = JULY 24, 2026 22:12:30 EDT
 KV0101 ***********************************************************************
 KV0101  DESIGNATION -  132.93 NJGS=40 C OF N
 KV0101  PID         -  KV0101
 KV0101  STATE/COUNTY-  NJ/ESSEX
 KV0101  COUNTRY     -  US
 KV0101  USGS QUAD   -  ELIZABETH (2016)
 KV0101
 KV0101                         *CURRENT SURVEY CONTROL
 KV0101  ______________________________________________________________________
 KV0101* NAD 83(1986) POSITION- 40 44 48.     (N) 074 11 01.     (W)   SCALED
 KV0101* NAVD 88 ORTHO HEIGHT -    40.313 (meters)      132.26  (feet) ADJUSTED
 KV0101  ______________________________________________________________________
 KV0101  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 KV0101  DYNAMIC HEIGHT  -         40.297 (meters)      132.21  (feet) COMP
 KV0101  MODELED GRAVITY -    980,217.2   (mgal)                       NAVD 88
 KV0101
 KV0101  VERT ORDER      -  FIRST     CLASS II
 KV0101
 KV0101.The horizontal coordinates were scaled from a map and have
 KV0101.an estimated accuracy of +/- 6 seconds.
 KV0101
 KV0101.The orthometric height was determined by differential leveling and
 KV0101.adjusted by the NATIONAL GEODETIC SURVEY
 KV0101.in June 1991.
 KV0101
 KV0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0101.GEOID18 height accuracy estimate available here.
 KV0101
 KV0101.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL689109(NAD 83)
 KV0101
 KV0101                          SUPERSEDED SURVEY CONTROL
 KV0101
 KV0101  NGVD 29 (11/26/84)   40.645  (m)          133.35   (f) ADJUSTED    1 2
 KV0101
 KV0101.Superseded values are not recommended for survey control.
 KV0101
 KV0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0101.See file dsdata.pdf to determine how the superseded data were derived.
 KV0101
 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  HISTORY     - 20210617 MARK NOT FOUND   NJGS
 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.
 KV0101
 KV0101                          STATION RECOVERY (2021)
 KV0101
 KV0101'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0101'THE BUILDING IS A NURSING AND REHAB CENTER.  IF THE CROSS CUT STILL
 KV0101'EXISTS, IT WOULD NOT BE SUITABLE FOR OPUS OBSERVATIONS BASED ON THE
 KV0101'PROXIMITY TO THE BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6520 ***********************************************************************
 KV6520  DESIGNATION -  1324
 KV6520  PID         -  KV6520
 KV6520  STATE/COUNTY-  NJ/SOMERSET
 KV6520  COUNTRY     -  US
 KV6520  USGS QUAD   -  ROCKY HILL (2019)
 KV6520
 KV6520                         *CURRENT SURVEY CONTROL
 KV6520  ______________________________________________________________________
 KV6520* NAD 83(2011) POSITION- 40 24 27.49848(N) 074 42 15.56467(W)   ADJUSTED
 KV6520* NAD 83(2011) ELLIP HT-    14.946 (meters)        (06/27/12)   ADJUSTED
 KV6520* NAD 83(2011) EPOCH   -  2010.00
 KV6520* NAVD 88 ORTHO HEIGHT -    48.5   (meters)      159.    (feet) GPS OBS
 KV6520  ______________________________________________________________________
 KV6520  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6520  GEOID HEIGHT    -        -33.720 (meters)                     GEOID93
 KV6520  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 KV6520  NAD 83(2011) X  -  1,282,992.850 (meters)                     COMP
 KV6520  NAD 83(2011) Y  - -4,691,222.804 (meters)                     COMP
 KV6520  NAD 83(2011) Z  -  4,112,565.386 (meters)                     COMP
 KV6520  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 KV6520
 KV6520  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6520  Standards:
 KV6520         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6520            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6520  -------------------------------------------------------------------
 KV6520  NETWORK    0.45   0.63           0.18   0.19   0.32     -0.02411067
 KV6520  -------------------------------------------------------------------
 KV6520  Click here for local accuracies and other accuracy information.
 KV6520
 KV6520.The horizontal coordinates were established by GPS observations
 KV6520.and adjusted by the National Geodetic Survey in June 2012.
 KV6520
 KV6520.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6520.been affixed to the stable North American tectonic plate. See 
 KV6520.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6520
 KV6520.The horizontal coordinates are valid at the epoch date displayed above
 KV6520.which is a decimal equivalence of Year/Month/Day.
 KV6520
 KV6520.The orthometric height was determined by GPS observations and a
 KV6520.high-resolution geoid model.
 KV6520
 KV6520.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6520.GEOID18 height accuracy estimate available here.
 KV6520
 KV6520.Click photographs - Photos may exist for this station.
 KV6520
 KV6520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6520
 KV6520.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6520
 KV6520.The ellipsoidal height was determined by GPS observations
 KV6520.and is referenced to NAD 83.
 KV6520
 KV6520. The following values were computed from the NAD 83(2011) position.
 KV6520
 KV6520;                    North         East     Units Scale Factor Converg.
 KV6520;SPC NJ       -   174,793.511   132,657.950   MT  0.99990370   -0 07 56.8
 KV6520;SPC NJ       -   573,468.38    435,228.62   sFT  0.99990370   -0 07 56.8
 KV6520;UTM  18      - 4,473,044.661   525,088.154   MT  0.99960775   +0 11 30.0
 KV6520
 KV6520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6520!SPC NJ       -   0.99999766  x   0.99990370  =   0.99990136
 KV6520!UTM  18      -   0.99999766  x   0.99960775  =   0.99960541
 KV6520
 KV6520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2508873044(NAD 83)
 KV6520
 KV6520                          SUPERSEDED SURVEY CONTROL
 KV6520
 KV6520  NAD 83(2007)-  40 24 27.49900(N)    074 42 15.56568(W) AD(2002.00) 0
 KV6520  ELLIP H (02/10/07)   14.978  (m)                       GP(2002.00)    
 KV6520  ELLIP H (10/23/02)   15.009  (m)                       GP(       ) 4 1
 KV6520  NAD 83(1996)-  40 24 27.49945(N)    074 42 15.56574(W) AD(       ) 1
 KV6520  ELLIP H (05/14/99)   15.026  (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)  UNKNOWN  model used  GPS OBS        
 KV6520
 KV6520.Superseded values are not recommended for survey control.
 KV6520
 KV6520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6520.See file dsdata.pdf to determine how the superseded data were derived.
 KV6520
 KV6520_MARKER: DD = SURVEY DISK
 KV6520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV2916 ***********************************************************************
 KV2916  DESIGNATION -  1398
 KV2916  PID         -  KV2916
 KV2916  STATE/COUNTY-  NJ/SOMERSET
 KV2916  COUNTRY     -  US
 KV2916  USGS QUAD   -  BOUND BROOK (2019)
 KV2916
 KV2916                         *CURRENT SURVEY CONTROL
 KV2916  ______________________________________________________________________
 KV2916* NAD 83(1986) POSITION- 40 33 52.24   (N) 074 36 46.37   (W)   HD_HELD1
 KV2916* NAVD 88 ORTHO HEIGHT -    17.342 (meters)       56.90  (feet) ADJUSTED
 KV2916  ______________________________________________________________________
 KV2916  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 KV2916  DYNAMIC HEIGHT  -         17.335 (meters)       56.87  (feet) COMP
 KV2916  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 KV2916
 KV2916  VERT ORDER      -  FIRST     CLASS II
 KV2916
 KV2916.The horizontal coordinates were determined by differentially corrected
 KV2916.hand held GPS observations or other comparable positioning techniques
 KV2916.and have an estimated accuracy of +/- 3 meters.
 KV2916
 KV2916.The orthometric height was determined by differential leveling and
 KV2916.adjusted by the NATIONAL GEODETIC SURVEY
 KV2916.in June 1991.
 KV2916
 KV2916.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2916.GEOID18 height accuracy estimate available here.
 KV2916
 KV2916.Click photographs - Photos may exist for this station.
 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       -   192,197.6     140,441.5     MT  (+/- 3 meters HH1 GPS) 
 KV2916
 KV2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3277090487(NAD 83)
 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
 KV2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2916.See file dsdata.pdf to determine how the superseded data were derived.
 KV2916
 KV2916_MARKER: DB = BENCH MARK DISK
 KV2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2916_STAMPING: 1398 57.808
 KV2916_MARK LOGO: CGS
 KV2916_PROJECTION: FLUSH
 KV2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2916+STABILITY: SURFACE MOTION
 KV2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2916+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2019
 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  HISTORY     - 20090424 GOOD             INDIV
 KV2916  HISTORY     - 20191021 GOOD             NJGS
 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.
 KV2916
 KV2916                          STATION RECOVERY (2009)
 KV2916
 KV2916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DJP)
 KV2916'STATION IS LOCATED INSIDE A MONUMENT BOX.  DISC IS ABOUT 1' BELOW THE
 KV2916'SIDEWALK.
 KV2916
 KV2916                          STATION RECOVERY (2019)
 KV2916
 KV2916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 KV2916'THE STATION IS 2.3 FT (0.7 M) EAST OF THE WEST EDGE OF THE SIDEWALK,
 KV2916'5.5 FT (1.7 M) WEST OF UTILITY POLE 60111, 7.5 FT (2.3 M) WEST OF THE
 KV2916'WEST CURB OF S. BRIDGE STREET, 9 FT (2.7 M) NORTHWEST OF UTILITY POLE
 KV2916'60111 SV, 32.25 FT (9.8 M) EAST OF THE NORTHEAST CORNER OF LUXURY
 KV2916'RENTAL APARTMENTS AND 37 FT (11.3 M) SOUTH OF THE CENTERLINE OF
 KV2916'ENTRANCE TO APARTMENT BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2917 ***********************************************************************
 KV2917  DESIGNATION -  1399
 KV2917  PID         -  KV2917
 KV2917  STATE/COUNTY-  NJ/SOMERSET
 KV2917  COUNTRY     -  US
 KV2917  USGS QUAD   -  BOUND BROOK (2019)
 KV2917
 KV2917                         *CURRENT SURVEY CONTROL
 KV2917  ______________________________________________________________________
 KV2917* NAD 83(1986) POSITION- 40 33 40.88   (N) 074 36 49.66   (W)   HD_HELD1
 KV2917* NAVD 88 ORTHO HEIGHT -    13.905 (meters)       45.62  (feet) ADJUSTED
 KV2917  ______________________________________________________________________
 KV2917  GEOID HEIGHT    -        -33.343 (meters)                     GEOID18
 KV2917  DYNAMIC HEIGHT  -         13.899 (meters)       45.60  (feet) COMP
 KV2917  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 KV2917
 KV2917  VERT ORDER      -  FIRST     CLASS II
 KV2917
 KV2917.The horizontal coordinates were determined by differentially corrected
 KV2917.hand held GPS observations or other comparable positioning techniques
 KV2917.and have an estimated accuracy of +/- 3 meters.
 KV2917
 KV2917.The orthometric height was determined by differential leveling and
 KV2917.adjusted by the NATIONAL GEODETIC SURVEY
 KV2917.in June 1991.
 KV2917
 KV2917.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2917.GEOID18 height accuracy estimate available here.
 KV2917
 KV2917.Click photographs - Photos may exist for this station.
 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       -   191,847.3     140,363.7     MT  (+/- 3 meters HH1 GPS) 
 KV2917
 KV2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3269490136(NAD 83)
 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
 KV2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2917.See file dsdata.pdf to determine how the superseded data were derived.
 KV2917
 KV2917_MARKER: DD = SURVEY DISK
 KV2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2917_STAMPING: 1399 46.548
 KV2917_MARK LOGO: CGS+SS
 KV2917_PROJECTION: RECESSED 10 CENTIMETERS
 KV2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2917+STABILITY: SURFACE MOTION
 KV2917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2917+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2024
 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  HISTORY     - 20241202 GOOD             NJGS
 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.
 KV2917
 KV2917                          STATION RECOVERY (2024)
 KV2917
 KV2917'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 KV2917'MONUMENT IS INSIDE A STEEL MONUMENT BOX LOCATED IN THE SIDEWALK IN
 KV2917'FRONT OF THE CEMETERY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2043 ***********************************************************************
 KV2043  DESIGNATION -  14
 KV2043  PID         -  KV2043
 KV2043  STATE/COUNTY-  NJ/HUNTERDON
 KV2043  COUNTRY     -  US
 KV2043  USGS QUAD   -  LUMBERVILLE (2019)
 KV2043
 KV2043                         *CURRENT SURVEY CONTROL
 KV2043  ______________________________________________________________________
 KV2043* NAD 83(1986) POSITION- 40 25 24.1    (N) 075 03 36.2    (W)   HD_HELD2
 KV2043* NAVD 88 ORTHO HEIGHT -    29.588 (meters)       97.07  (feet) ADJUSTED
 KV2043  ______________________________________________________________________
 KV2043  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 KV2043  DYNAMIC HEIGHT  -         29.574 (meters)       97.03  (feet) COMP
 KV2043  MODELED GRAVITY -    980,145.7   (mgal)                       NAVD 88
 KV2043
 KV2043  VERT ORDER      -  FIRST     CLASS I
 KV2043
 KV2043.The horizontal coordinates were established by autonomous hand held GPS
 KV2043.observations and have an estimated accuracy of +/- 10 meters.
 KV2043
 KV2043.The orthometric height was determined by differential leveling and
 KV2043.adjusted by the NATIONAL GEODETIC SURVEY
 KV2043.in June 1991.
 KV2043
 KV2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2043.GEOID18 height accuracy estimate available here.
 KV2043
 KV2043.Click photographs - Photos may exist for this station.
 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.      102,476.      MT  (+/- 10 meters HH2 GPS)
 KV2043
 KV2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9490574749(NAD 83)
 KV2043
 KV2043                          SUPERSEDED SURVEY CONTROL
 KV2043
 KV2043  NGVD 29 (01/10/92)   29.861  (m)           97.97   (f) ADJUSTED    1 1
 KV2043  NGVD 29 (??/??/87)   29.851  (m)           97.94   (f) SUPERSEDED  1 1
 KV2043
 KV2043.Superseded values are not recommended for survey control.
 KV2043
 KV2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2043.See file dsdata.pdf to determine how the superseded data were derived.
 KV2043
 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 - June 18, 2010
 KV2043
 KV2043  HISTORY     - Date     Condition        Report By
 KV2043  HISTORY     - UNK      MONUMENTED       PRR
 KV2043  HISTORY     - 1956     GOOD             CGS
 KV2043  HISTORY     - 19881010 GOOD             NJGS
 KV2043  HISTORY     - 20100618 GOOD             GEOCAC
 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.
 KV2043
 KV2043                          STATION RECOVERY (2010)
 KV2043
 KV2043'RECOVERY NOTE BY GEOCACHING 2010 (RAS)
 KV2043'THE ABANDONED RAILROAD GRADE IS NOW PART OF THE D+R CANAL PARK MULTI
 KV2043'USE TRAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6888 ***********************************************************************
 KV6888  DESIGNATION -  14 A 1
 KV6888  PID         -  KV6888
 KV6888  STATE/COUNTY-  NJ/MORRIS
 KV6888  COUNTRY     -  US
 KV6888  USGS QUAD   -  MORRISTOWN (2016)
 KV6888
 KV6888                         *CURRENT SURVEY CONTROL
 KV6888  ______________________________________________________________________
 KV6888* NAD 83(2011) POSITION- 40 47 28.30391(N) 074 28 07.66362(W)   ADJUSTED
 KV6888* NAD 83(2011) ELLIP HT-    70.076 (meters)        (06/27/12)   ADJUSTED
 KV6888* NAD 83(2011) EPOCH   -  2010.00
 KV6888* NAVD 88 ORTHO HEIGHT -   102.9   (meters)      338.    (feet) GPS OBS
 KV6888  ______________________________________________________________________
 KV6888  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6888  GEOID HEIGHT    -        -33.110 (meters)                     GEOID93
 KV6888  GEOID HEIGHT    -        -32.848 (meters)                     GEOID18
 KV6888  NAD 83(2011) X  -  1,294,855.721 (meters)                     COMP
 KV6888  NAD 83(2011) Y  - -4,659,243.654 (meters)                     COMP
 KV6888  NAD 83(2011) Z  -  4,144,940.996 (meters)                     COMP
 KV6888  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 KV6888
 KV6888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6888  Standards:
 KV6888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6888  -------------------------------------------------------------------
 KV6888  NETWORK    0.49   0.73           0.19   0.21   0.37      0.00653475
 KV6888  -------------------------------------------------------------------
 KV6888  Click here for local accuracies and other accuracy information.
 KV6888
 KV6888.The horizontal coordinates were established by GPS observations
 KV6888.and adjusted by the National Geodetic Survey in June 2012.
 KV6888
 KV6888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6888.been affixed to the stable North American tectonic plate. See 
 KV6888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6888
 KV6888.The horizontal coordinates are valid at the epoch date displayed above
 KV6888.which is a decimal equivalence of Year/Month/Day.
 KV6888
 KV6888.The orthometric height was determined by GPS observations and a
 KV6888.high-resolution geoid model.
 KV6888
 KV6888.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6888.GEOID18 height accuracy estimate available here.
 KV6888
 KV6888.Click photographs - Photos may exist for this station.
 KV6888
 KV6888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6888
 KV6888.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6888
 KV6888.The ellipsoidal height was determined by GPS observations
 KV6888.and is referenced to NAD 83.
 KV6888
 KV6888. The following values were computed from the NAD 83(2011) position.
 KV6888
 KV6888;                    North         East     Units Scale Factor Converg.
 KV6888;SPC NJ       -   217,362.221   152,633.405   MT  0.99990009   +0 01 13.4
 KV6888;SPC NJ       -   713,129.22    500,764.76   sFT  0.99990009   +0 01 13.4
 KV6888;UTM  18      - 4,515,713.932   544,815.901   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4481515713(NAD 83)
 KV6888
 KV6888                          SUPERSEDED SURVEY CONTROL
 KV6888
 KV6888  NAD 83(2007)-  40 47 28.30407(N)    074 28 07.66427(W) AD(2002.00) 0
 KV6888  ELLIP H (02/10/07)   70.090  (m)                       GP(2002.00)    
 KV6888  ELLIP H (10/23/02)   70.076  (m)                       GP(       ) 4 1
 KV6888  NAD 83(1996)-  40 47 28.30436(N)    074 28 07.66466(W) AD(       ) 1
 KV6888  ELLIP H (05/14/99)   70.100  (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
 KV6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6888.See file dsdata.pdf to determine how the superseded data were derived.
 KV6888
 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 = JULY 24, 2026 22:12:30 EDT
 KV7112 ***********************************************************************
 KV7112  DESIGNATION -  14 A 2
 KV7112  PID         -  KV7112
 KV7112  STATE/COUNTY-  NJ/MORRIS
 KV7112  COUNTRY     -  US
 KV7112  USGS QUAD   -  BOONTON (2019)
 KV7112
 KV7112                         *CURRENT SURVEY CONTROL
 KV7112  ______________________________________________________________________
 KV7112* NAD 83(2011) POSITION- 40 54 19.24483(N) 074 27 46.25326(W)   ADJUSTED
 KV7112* NAD 83(2011) ELLIP HT-   122.843 (meters)        (06/27/12)   ADJUSTED
 KV7112* NAD 83(2011) EPOCH   -  2010.00
 KV7112* NAVD 88 ORTHO HEIGHT -   155.5   (meters)      510.    (feet) GPS OBS
 KV7112  ______________________________________________________________________
 KV7112  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7112  GEOID HEIGHT    -        -32.890 (meters)                     GEOID93
 KV7112  GEOID HEIGHT    -        -32.609 (meters)                     GEOID18
 KV7112  NAD 83(2011) X  -  1,293,129.105 (meters)                     COMP
 KV7112  NAD 83(2011) Y  - -4,651,159.377 (meters)                     COMP
 KV7112  NAD 83(2011) Z  -  4,154,564.716 (meters)                     COMP
 KV7112  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 KV7112
 KV7112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7112  Standards:
 KV7112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7112  -------------------------------------------------------------------
 KV7112  NETWORK    0.46   0.86           0.20   0.17   0.44      0.09101521
 KV7112  -------------------------------------------------------------------
 KV7112  Click here for local accuracies and other accuracy information.
 KV7112
 KV7112.The horizontal coordinates were established by GPS observations
 KV7112.and adjusted by the National Geodetic Survey in June 2012.
 KV7112
 KV7112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7112.been affixed to the stable North American tectonic plate. See 
 KV7112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7112
 KV7112.The horizontal coordinates are valid at the epoch date displayed above
 KV7112.which is a decimal equivalence of Year/Month/Day.
 KV7112
 KV7112.The orthometric height was determined by GPS observations and a
 KV7112.high-resolution geoid model.
 KV7112
 KV7112.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7112.GEOID18 height accuracy estimate available here.
 KV7112
 KV7112.Click photographs - Photos may exist for this station.
 KV7112
 KV7112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7112
 KV7112.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7112
 KV7112.The ellipsoidal height was determined by GPS observations
 KV7112.and is referenced to NAD 83.
 KV7112
 KV7112. The following values were computed from the NAD 83(2011) position.
 KV7112
 KV7112;                    North         East     Units Scale Factor Converg.
 KV7112;SPC NJ       -   230,037.646   153,129.934   MT  0.99990012   +0 01 27.6
 KV7112;SPC NJ       -   754,715.18    502,393.79   sFT  0.99990012   +0 01 27.6
 KV7112;UTM  18      - 4,528,388.497   545,239.956   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4523928388(NAD 83)
 KV7112
 KV7112                          SUPERSEDED SURVEY CONTROL
 KV7112
 KV7112  NAD 83(2007)-  40 54 19.24502(N)    074 27 46.25408(W) AD(2002.00) 0
 KV7112  ELLIP H (02/10/07)  122.856  (m)                       GP(2002.00)    
 KV7112  ELLIP H (10/23/02)  122.843  (m)                       GP(       ) 4 1
 KV7112  NAD 83(1996)-  40 54 19.24521(N)    074 27 46.25433(W) AD(       ) 1
 KV7112  ELLIP H (05/14/99)  122.861  (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
 KV7112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7112.See file dsdata.pdf to determine how the superseded data were derived.
 KV7112
 KV7112_MARKER: DD = SURVEY DISK
 KV7112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DO5250 ***********************************************************************
 DO5250  DESIGNATION -  14 A 3
 DO5250  PID         -  DO5250
 DO5250  STATE/COUNTY-  NJ/MORRIS
 DO5250  COUNTRY     -  US
 DO5250  USGS QUAD   -  MORRISTOWN (2016)
 DO5250
 DO5250                         *CURRENT SURVEY CONTROL
 DO5250  ______________________________________________________________________
 DO5250* NAD 83(1986) POSITION- 40 47 50.54   (N) 074 28 30.32   (W)   HD_HELD1
 DO5250* NAVD 88 ORTHO HEIGHT -   101.052 (meters)      331.53  (feet) ADJUSTED
 DO5250  ______________________________________________________________________
 DO5250  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 DO5250  DYNAMIC HEIGHT  -        101.008 (meters)      331.39  (feet) COMP
 DO5250  MODELED GRAVITY -    980,187.1   (mgal)                       NAVD 88
 DO5250
 DO5250  VERT ORDER      -  SECOND    CLASS II
 DO5250
 DO5250.The horizontal coordinates were determined by differentially corrected
 DO5250.hand held GPS observations or other comparable positioning techniques
 DO5250.and have an estimated accuracy of +/- 3 meters.
 DO5250
 DO5250.The orthometric height was determined by differential leveling and
 DO5250.adjusted by the NATIONAL GEODETIC SURVEY
 DO5250.in April 2013.
 DO5250
 DO5250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5250.GEOID18 height accuracy estimate available here.
 DO5250
 DO5250.Click photographs - Photos may exist for this station.
 DO5250
 DO5250.The dynamic height is computed by dividing the NAVD 88
 DO5250.geopotential number by the normal gravity value computed on the
 DO5250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5250.degrees latitude (g = 980.6199 gals.).
 DO5250
 DO5250.The modeled gravity was interpolated from observed gravity values.
 DO5250
 DO5250;                    North         East    Units  Estimated Accuracy
 DO5250;SPC NJ       -   218,047.9     152,102.1     MT  (+/- 3 meters HH1 GPS) 
 DO5250
 DO5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4428016396(NAD 83)
 DO5250
 DO5250                          SUPERSEDED SURVEY CONTROL
 DO5250
 DO5250.No superseded survey control is available for this station.
 DO5250
 DO5250_MARKER: DD = SURVEY DISK
 DO5250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5250_SP_SET: ELECTRICAL CABINET BASE
 DO5250_STAMPING: 14 A 3 2012
 DO5250_MARK LOGO: NJGS
 DO5250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5250+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2012
 DO5250
 DO5250  HISTORY     - Date     Condition        Report By
 DO5250  HISTORY     - 20120311 MONUMENTED       NJGS
 DO5250
 DO5250                          STATION DESCRIPTION
 DO5250
 DO5250'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5250'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 DO5250'MENDHAM, 6.2 MI (10.0 KM) NORTHWEST OF CHATHAM.    THE STATION IS
 DO5250'LOCATED IN THE TOWN OF MORRISTOWN ON THE NORTHEAST SIDE OF MORRIS
 DO5250'AVENUE (COUNTY ROAD 501).
 DO5250'
 DO5250'THE STATION IS ON THE GROUNDS OF THE NEW JERSEY TRANSIT RAILROAD
 DO5250'STATION, SET FLUSH IN A DRILL HOLE AT THE NORTHWEST CORNER OF A
 DO5250'RECTANGULAR CONCRETE BASE SUPPORTING A METAL CABINET FOR AN ELECTRICAL
 DO5250'TRANSFORMER BELONGING TO THE FIRST ENERGY CORPORATION, ON THE NORTH
 DO5250'SIDE OF A CIRCULAR PAVED ENTRANCE DRIVE IN FRONT OF THE TRAIN STATION.
 DO5250'THE STATION IS 24.8 FT (7.6 M) WEST-NORTHWEST FROM THE NORTH CURB OF
 DO5250'THE ENTRANCE DRIVE, 31.3 FT (9.5 M) WEST-SOUTHWEST FROM A METAL LAMP
 DO5250'POST AND 29.0 FT (8.8 M) NORTH-NORTHEAST FROM A METAL LAMP POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6889 ***********************************************************************
 KV6889  DESIGNATION -  14 B 1
 KV6889  PID         -  KV6889
 KV6889  STATE/COUNTY-  NJ/MORRIS
 KV6889  COUNTRY     -  US
 KV6889  USGS QUAD   -  MORRISTOWN (2016)
 KV6889
 KV6889                         *CURRENT SURVEY CONTROL
 KV6889  ______________________________________________________________________
 KV6889* NAD 83(2011) POSITION- 40 48 48.33123(N) 074 26 42.55829(W)   ADJUSTED
 KV6889* NAD 83(2011) ELLIP HT-    47.344 (meters)        (06/27/12)   ADJUSTED
 KV6889* NAD 83(2011) EPOCH   -  2010.00
 KV6889* NAVD 88 ORTHO HEIGHT -    80.2   (meters)      263.    (feet) GPS OBS
 KV6889  ______________________________________________________________________
 KV6889  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6889  GEOID HEIGHT    -        -33.050 (meters)                     GEOID93
 KV6889  GEOID HEIGHT    -        -32.796 (meters)                     GEOID18
 KV6889  NAD 83(2011) X  -  1,296,340.830 (meters)                     COMP
 KV6889  NAD 83(2011) Y  - -4,657,138.363 (meters)                     COMP
 KV6889  NAD 83(2011) Z  -  4,146,794.829 (meters)                     COMP
 KV6889  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 KV6889
 KV6889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6889  Standards:
 KV6889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6889  -------------------------------------------------------------------
 KV6889  NETWORK    0.50   0.76           0.19   0.22   0.39      0.02348458
 KV6889  -------------------------------------------------------------------
 KV6889  Click here for local accuracies and other accuracy information.
 KV6889
 KV6889.The horizontal coordinates were established by GPS observations
 KV6889.and adjusted by the National Geodetic Survey in June 2012.
 KV6889
 KV6889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6889.been affixed to the stable North American tectonic plate. See 
 KV6889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6889
 KV6889.The horizontal coordinates are valid at the epoch date displayed above
 KV6889.which is a decimal equivalence of Year/Month/Day.
 KV6889
 KV6889.The orthometric height was determined by GPS observations and a
 KV6889.high-resolution geoid model.
 KV6889
 KV6889.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6889.GEOID18 height accuracy estimate available here.
 KV6889
 KV6889.Click photographs - Photos may exist for this station.
 KV6889
 KV6889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6889
 KV6889.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6889
 KV6889.The ellipsoidal height was determined by GPS observations
 KV6889.and is referenced to NAD 83.
 KV6889
 KV6889. The following values were computed from the NAD 83(2011) position.
 KV6889
 KV6889;                    North         East     Units Scale Factor Converg.
 KV6889;SPC NJ       -   219,831.575   154,626.912   MT  0.99990026   +0 02 09.0
 KV6889;SPC NJ       -   721,230.76    507,305.13   sFT  0.99990026   +0 02 09.0
 KV6889;UTM  18      - 4,518,193.934   546,794.751   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 40.2
 KV6889:UTM  18      -  14 C 1                                   010 06 03.7
 KV6889
 KV6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4679418193(NAD 83)
 KV6889
 KV6889|---------------------------------------------------------------------|
 KV6889| PID    Reference Object                     Distance      Geod. Az  |
 KV6889|                                                           dddmmss.s |
 KV6889| KV6890 14 C 1                              487.973 METERS 0102749.2 |
 KV6889|---------------------------------------------------------------------|
 KV6889
 KV6889                          SUPERSEDED SURVEY CONTROL
 KV6889
 KV6889  NAD 83(2007)-  40 48 48.33142(N)    074 26 42.55902(W) AD(2002.00) 0
 KV6889  ELLIP H (02/10/07)   47.358  (m)                       GP(2002.00)    
 KV6889  ELLIP H (10/23/02)   47.342  (m)                       GP(       ) 4 1
 KV6889  NAD 83(1996)-  40 48 48.33173(N)    074 26 42.55945(W) AD(       ) 1
 KV6889  ELLIP H (05/14/99)   47.369  (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
 KV6889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6889.See file dsdata.pdf to determine how the superseded data were derived.
 KV6889
 KV6889_MARKER: DD = SURVEY DISK
 KV6889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6889_STAMPING: 14 B 1 1992
 KV6889_MARK LOGO: NJGS
 KV6889_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 KV6889+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2020
 KV6889
 KV6889  HISTORY     - Date     Condition        Report By
 KV6889  HISTORY     - 1992     MONUMENTED       NJGS
 KV6889  HISTORY     - 20100331 GOOD             BANC
 KV6889  HISTORY     - 20201015 GOOD             NJGS
 KV6889  HISTORY     - 20201027 GOOD             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.
 KV6889
 KV6889                          STATION RECOVERY (2010)
 KV6889
 KV6889'RECOVERY NOTE BY BANC 3 2010 (APP)
 KV6889'RECOVERED IN GOOD CONDITION.
 KV6889
 KV6889                          STATION RECOVERY (2020)
 KV6889
 KV6889'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6889'THE MONUMENT IS BEHIND THE GUIDERAIL OF THE EXIT ON TO RT287 UNDER A
 KV6889'GROUPING OF TREES.
 KV6889
 KV6889                          STATION RECOVERY (2020)
 KV6889
 KV6889'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV6889'THE SURVEY DISK IS IN HEAVY TREE GROWTH, WITH OVERHEAD TREE BRANCHES,
 KV6889'WHICH MAKES IT UNSUITABLE FOR SATELLITE OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5251 ***********************************************************************
 DO5251  DESIGNATION -  14 B 3
 DO5251  PID         -  DO5251
 DO5251  STATE/COUNTY-  NJ/MORRIS
 DO5251  COUNTRY     -  US
 DO5251  USGS QUAD   -  MORRISTOWN (2016)
 DO5251
 DO5251                         *CURRENT SURVEY CONTROL
 DO5251  ______________________________________________________________________
 DO5251* NAD 83(1986) POSITION- 40 48 21.84   (N) 074 28 57.68   (W)   HD_HELD1
 DO5251* NAVD 88 ORTHO HEIGHT -   114.634 (meters)      376.10  (feet) ADJUSTED
 DO5251  ______________________________________________________________________
 DO5251  GEOID HEIGHT    -        -32.830 (meters)                     GEOID18
 DO5251  DYNAMIC HEIGHT  -        114.584 (meters)      375.93  (feet) COMP
 DO5251  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 DO5251
 DO5251  VERT ORDER      -  SECOND    CLASS II
 DO5251
 DO5251.The horizontal coordinates were determined by differentially corrected
 DO5251.hand held GPS observations or other comparable positioning techniques
 DO5251.and have an estimated accuracy of +/- 3 meters.
 DO5251
 DO5251.The orthometric height was determined by differential leveling and
 DO5251.adjusted by the NATIONAL GEODETIC SURVEY
 DO5251.in April 2013.
 DO5251
 DO5251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5251.GEOID18 height accuracy estimate available here.
 DO5251
 DO5251.Click photographs - Photos may exist for this station.
 DO5251
 DO5251.The dynamic height is computed by dividing the NAVD 88
 DO5251.geopotential number by the normal gravity value computed on the
 DO5251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5251.degrees latitude (g = 980.6199 gals.).
 DO5251
 DO5251.The modeled gravity was interpolated from observed gravity values.
 DO5251
 DO5251;                    North         East    Units  Estimated Accuracy
 DO5251;SPC NJ       -   219,013.2     151,460.6     MT  (+/- 3 meters HH1 GPS) 
 DO5251
 DO5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4363417357(NAD 83)
 DO5251
 DO5251                          SUPERSEDED SURVEY CONTROL
 DO5251
 DO5251.No superseded survey control is available for this station.
 DO5251
 DO5251_MARKER: DD = SURVEY DISK
 DO5251_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5251_SP_SET: CURB
 DO5251_STAMPING: 14 B 3 2012
 DO5251_MARK LOGO: NJGS
 DO5251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5251+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2023
 DO5251
 DO5251  HISTORY     - Date     Condition        Report By
 DO5251  HISTORY     - 20120228 MONUMENTED       NJGS
 DO5251  HISTORY     - 20201015 GOOD             NJGS
 DO5251  HISTORY     - 20230208 GOOD             AAAS
 DO5251
 DO5251                          STATION DESCRIPTION
 DO5251
 DO5251'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (MVI)
 DO5251'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF DOVER, 6.6
 DO5251'MI (10.6 KM) EAST-NORTHEAST OF MENDHAM AND 0.7 MI (1.1 KM) NORTH OF
 DO5251'MORRISTOWN.
 DO5251'
 DO5251'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE WEST SIDE OF
 DO5251'SPEEDWELL AVENUE (U.S. HIGHWAY 202), NEAR THE SOUTHWEST CORNER OF THE
 DO5251'TEE INTERSECTION WITH SPEEDWELL PLACE.
 DO5251'
 DO5251'THE STATION IS SET FLUSH IN A DRILL HOLE IN A CONCRETE CURB, IN FRONT
 DO5251'OF BUILDING NUMBER 196, A FORMER CHURCH BUILDING NOW OWNED BY PLANNED
 DO5251'PARENTHOOD.
 DO5251'
 DO5251'THE STATION IS 22.1 FT (6.7 M) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DO5251'SPEEDWELL AVENUE, 67.5 FT (20.6 M) SOUTH-SOUTHEAST FROM THE CENTERLINE
 DO5251'OF SPEEDWELL PLACE, 17.5 FT (5.3 M) SOUTH-SOUTHEAST FROM WOOD UTILITY
 DO5251'POLE NUMBER BT1151M, 8.5 FT (2.6 M) SOUTH-SOUTHEAST FROM THE EXTENDED
 DO5251'CENTERLINE OF LAKESIDE PLACE AND 42.4 FT (12.9 M) NORTH-NORTHEAST FROM
 DO5251'THE CENTERLINE OF THE PAVED DRIVEWAY LEADING TO BUILDING NUMBER 196.
 DO5251
 DO5251                          STATION RECOVERY (2020)
 DO5251
 DO5251'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DO5251'IT IS SET IN A CURB IN FRONT OF THE PLANNED PARENTHOOD CLINIC.
 DO5251
 DO5251                          STATION RECOVERY (2023)
 DO5251
 DO5251'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 DO5251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6890 ***********************************************************************
 KV6890  DESIGNATION -  14 C 1
 KV6890  PID         -  KV6890
 KV6890  STATE/COUNTY-  NJ/MORRIS
 KV6890  COUNTRY     -  US
 KV6890  USGS QUAD   -  MORRISTOWN (2016)
 KV6890
 KV6890                         *CURRENT SURVEY CONTROL
 KV6890  ______________________________________________________________________
 KV6890* NAD 83(2011) POSITION- 40 49 03.88712(N) 074 26 38.77672(W)   ADJUSTED
 KV6890* NAD 83(2011) ELLIP HT-    45.773 (meters)        (06/27/12)   ADJUSTED
 KV6890* NAD 83(2011) EPOCH   -  2010.00
 KV6890* NAVD 88 ORTHO HEIGHT -    78.6   (meters)      258.    (feet) GPS OBS
 KV6890  ______________________________________________________________________
 KV6890  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6890  GEOID HEIGHT    -        -33.050 (meters)                     GEOID93
 KV6890  GEOID HEIGHT    -        -32.789 (meters)                     GEOID18
 KV6890  NAD 83(2011) X  -  1,296,341.779 (meters)                     COMP
 KV6890  NAD 83(2011) Y  - -4,656,811.290 (meters)                     COMP
 KV6890  NAD 83(2011) Z  -  4,147,156.969 (meters)                     COMP
 KV6890  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 KV6890
 KV6890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6890  Standards:
 KV6890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6890  -------------------------------------------------------------------
 KV6890  NETWORK    0.52   0.76           0.19   0.23   0.39      0.01792810
 KV6890  -------------------------------------------------------------------
 KV6890  Click here for local accuracies and other accuracy information.
 KV6890
 KV6890.The horizontal coordinates were established by GPS observations
 KV6890.and adjusted by the National Geodetic Survey in June 2012.
 KV6890
 KV6890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6890.been affixed to the stable North American tectonic plate. See 
 KV6890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6890
 KV6890.The horizontal coordinates are valid at the epoch date displayed above
 KV6890.which is a decimal equivalence of Year/Month/Day.
 KV6890
 KV6890.The orthometric height was determined by GPS observations and a
 KV6890.high-resolution geoid model.
 KV6890
 KV6890.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6890.GEOID18 height accuracy estimate available here.
 KV6890
 KV6890.Click photographs - Photos may exist for this station.
 KV6890
 KV6890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6890
 KV6890.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6890
 KV6890.The ellipsoidal height was determined by GPS observations
 KV6890.and is referenced to NAD 83.
 KV6890
 KV6890. The following values were computed from the NAD 83(2011) position.
 KV6890
 KV6890;                    North         East     Units Scale Factor Converg.
 KV6890;SPC NJ       -   220,311.441   154,715.225   MT  0.99990027   +0 02 11.5
 KV6890;SPC NJ       -   722,805.12    507,594.87   sFT  0.99990027   +0 02 11.5
 KV6890;UTM  18      - 4,518,674.164   546,880.302   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 40.1
 KV6890:UTM  18      -  14 B 1                                   190 06 03.5
 KV6890
 KV6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4688018674(NAD 83)
 KV6890
 KV6890|---------------------------------------------------------------------|
 KV6890| PID    Reference Object                     Distance      Geod. Az  |
 KV6890|                                                           dddmmss.s |
 KV6890| KV6889 14 B 1                              487.973 METERS 1902751.6 |
 KV6890|---------------------------------------------------------------------|
 KV6890
 KV6890                          SUPERSEDED SURVEY CONTROL
 KV6890
 KV6890  NAD 83(2007)-  40 49 03.88730(N)    074 26 38.77746(W) AD(2002.00) 0
 KV6890  ELLIP H (02/10/07)   45.787  (m)                       GP(2002.00)    
 KV6890  ELLIP H (10/23/02)   45.771  (m)                       GP(       ) 4 1
 KV6890  NAD 83(1996)-  40 49 03.88762(N)    074 26 38.77790(W) AD(       ) 1
 KV6890  ELLIP H (05/14/99)   45.798  (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
 KV6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6890.See file dsdata.pdf to determine how the superseded data were derived.
 KV6890
 KV6890_MARKER: DD = SURVEY DISK
 KV6890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     - 1992     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 = JULY 24, 2026 22:12:30 EDT
 DO5253 ***********************************************************************
 DO5253  DESIGNATION -  14 C 3
 DO5253  PID         -  DO5253
 DO5253  STATE/COUNTY-  NJ/MORRIS
 DO5253  COUNTRY     -  US
 DO5253  USGS QUAD   -  MORRISTOWN (2016)
 DO5253
 DO5253                         *CURRENT SURVEY CONTROL
 DO5253  ______________________________________________________________________
 DO5253* NAD 83(1986) POSITION- 40 47 19.75   (N) 074 27 22.54   (W)   HD_HELD1
 DO5253* NAVD 88 ORTHO HEIGHT -   113.072 (meters)      370.97  (feet) ADJUSTED
 DO5253  ______________________________________________________________________
 DO5253  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 DO5253  DYNAMIC HEIGHT  -        113.023 (meters)      370.81  (feet) COMP
 DO5253  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 DO5253
 DO5253  VERT ORDER      -  SECOND    CLASS II
 DO5253
 DO5253.The horizontal coordinates were determined by differentially corrected
 DO5253.hand held GPS observations or other comparable positioning techniques
 DO5253.and have an estimated accuracy of +/- 3 meters.
 DO5253
 DO5253.The orthometric height was determined by differential leveling and
 DO5253.adjusted by the NATIONAL GEODETIC SURVEY
 DO5253.in April 2013.
 DO5253
 DO5253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5253.GEOID18 height accuracy estimate available here.
 DO5253
 DO5253.Click photographs - Photos may exist for this station.
 DO5253
 DO5253.The dynamic height is computed by dividing the NAVD 88
 DO5253.geopotential number by the normal gravity value computed on the
 DO5253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5253.degrees latitude (g = 980.6199 gals.).
 DO5253
 DO5253.The modeled gravity was interpolated from observed gravity values.
 DO5253
 DO5253;                    North         East    Units  Estimated Accuracy
 DO5253;SPC NJ       -   217,098.8     153,691.3     MT  (+/- 3 meters HH1 GPS) 
 DO5253
 DO5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4587515456(NAD 83)
 DO5253
 DO5253                          SUPERSEDED SURVEY CONTROL
 DO5253
 DO5253.No superseded survey control is available for this station.
 DO5253
 DO5253_MARKER: DD = SURVEY DISK
 DO5253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO5253_STAMPING: 14 C 3 2012
 DO5253_MARK LOGO: NJGS
 DO5253_PROJECTION: FLUSH
 DO5253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO5253+STABILITY: SURFACE MOTION
 DO5253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5253+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 DO5253
 DO5253  HISTORY     - Date     Condition        Report By
 DO5253  HISTORY     - 20120613 MONUMENTED       NJGS
 DO5253
 DO5253                          STATION DESCRIPTION
 DO5253
 DO5253'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DO5253'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST OF MENDHAM, 5.0 MI
 DO5253'(8.0 KM) NORTHWEST OF CHATHAM AND 1.5 MI (2.4 KM) EAST-SOUTHEAST OF
 DO5253'MORRISTOWN.
 DO5253'
 DO5253'THE STATION IS LOCATED IN THE TOWNSHIP OF MORRIS, ON THE NORTH SIDE OF
 DO5253'MADISON AVENUE (STATE ROUTE 124).  THE STATION IS IN FRONT OF A
 DO5253'RESTAURANT (FRIENDLY'S).
 DO5253'
 DO5253'THE STATION IS ABOUT 300 FT (91.4 M) EAST-SOUTHEAST FROM THE JUNCTION
 DO5253'WITH NORMANDY PARKWAY.
 DO5253'
 DO5253'THE STATION IS 7 FT (2.1 M) NORTH-NORTHEAST OF A UTILITY POLE, 22.3 FT
 DO5253'(6.8 M) NORTHWEST OF BENCH MARK STATION 14 D 3, 27.8 FT (8.5 M)
 DO5253'SOUTH-SOUTHEAST OF A TRAFFIC INFORMATION SIGN (ENTERING THE TOWN OF
 DO5253'MORRISTOWN), 86 FT (26.2 M) NORTHWEST OF THE CENTERLINE OF THE EXIT
 DO5253'DRIVEWAY FROM FRIENDLY'S, 10.5 FT (3.2 M) NORTHEAST OF THE NORTHEAST
 DO5253'CURB OF MADISON AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6891 ***********************************************************************
 KV6891  DESIGNATION -  14 D 1
 KV6891  PID         -  KV6891
 KV6891  STATE/COUNTY-  NJ/MORRIS
 KV6891  COUNTRY     -  US
 KV6891  USGS QUAD   -  CHATHAM (2019)
 KV6891
 KV6891                         *CURRENT SURVEY CONTROL
 KV6891  ______________________________________________________________________
 KV6891* NAD 83(2011) POSITION- 40 41 29.57445(N) 074 28 17.95421(W)   ADJUSTED
 KV6891* NAD 83(2011) ELLIP HT-    38.771 (meters)        (06/27/12)   ADJUSTED
 KV6891* NAD 83(2011) EPOCH   -  2010.00
 KV6891* NAVD 88 ORTHO HEIGHT -    71.7   (meters)      235.    (feet) GPS OBS
 KV6891  ______________________________________________________________________
 KV6891  NAVD 88 orthometric height was determined with geoid model    GEOID09
 KV6891  GEOID HEIGHT    -        -32.962 (meters)                     GEOID09
 KV6891  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 KV6891  NAD 83(2011) X  -  1,296,550.368 (meters)                     COMP
 KV6891  NAD 83(2011) Y  - -4,666,243.819 (meters)                     COMP
 KV6891  NAD 83(2011) Z  -  4,136,536.420 (meters)                     COMP
 KV6891  LAPLACE CORR    -          3.17  (seconds)                    DEFLEC18
 KV6891
 KV6891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6891  Standards:
 KV6891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6891  -------------------------------------------------------------------
 KV6891  NETWORK    1.62   2.74           0.68   0.63   1.40      0.24177480
 KV6891  -------------------------------------------------------------------
 KV6891  Click here for local accuracies and other accuracy information.
 KV6891
 KV6891.The horizontal coordinates were established by GPS observations
 KV6891.and adjusted by the National Geodetic Survey in June 2012.
 KV6891
 KV6891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6891.been affixed to the stable North American tectonic plate. See 
 KV6891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6891
 KV6891.The horizontal coordinates are valid at the epoch date displayed above
 KV6891.which is a decimal equivalence of Year/Month/Day.
 KV6891
 KV6891.The orthometric height was determined by GPS observations and a
 KV6891.high-resolution geoid model.
 KV6891
 KV6891.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6891.GEOID18 height accuracy estimate available here.
 KV6891
 KV6891.Click photographs - Photos may exist for this station.
 KV6891
 KV6891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6891
 KV6891.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6891
 KV6891.The ellipsoidal height was determined by GPS observations
 KV6891.and is referenced to NAD 83.
 KV6891
 KV6891. The following values were computed from the NAD 83(2011) position.
 KV6891
 KV6891;                    North         East     Units Scale Factor Converg.
 KV6891;SPC NJ       -   206,297.546   152,395.744   MT  0.99990007   +0 01 06.5
 KV6891;SPC NJ       -   676,827.87    499,985.04   sFT  0.99990007   +0 01 06.5
 KV6891;UTM  18      - 4,504,651.132   544,641.311   MT  0.99962453   +0 20 40.1
 KV6891
 KV6891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6891!SPC NJ       -   0.99999392  x   0.99990007  =   0.99989399
 KV6891!UTM  18      -   0.99999392  x   0.99962453  =   0.99961845
 KV6891
 KV6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4464104651(NAD 83)
 KV6891
 KV6891                          SUPERSEDED SURVEY CONTROL
 KV6891
 KV6891  NAD 83(2007)-  40 41 29.57455(N)    074 28 17.95435(W) AD(2002.00) 1
 KV6891  ELLIP H (07/18/10)   38.778  (m)                       GP(2002.00) 4 2
 KV6891  NAD 83(2007)-  40 41 29.57485(N)    074 28 17.95408(W) AD(2002.00) 0
 KV6891  ELLIP H (02/10/07)   38.822  (m)                       GP(2002.00)    
 KV6891  ELLIP H (10/23/02)   38.813  (m)                       GP(       ) 4 1
 KV6891  NAD 83(1996)-  40 41 29.57511(N)    074 28 17.95437(W) AD(       ) 1
 KV6891  ELLIP H (05/14/99)   38.831  (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  NAVD 88 (01/04/94)   71.8    (m)  GEOID93  model used  GPS OBS        
 KV6891
 KV6891.Superseded values are not recommended for survey control.
 KV6891
 KV6891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6891.See file dsdata.pdf to determine how the superseded data were derived.
 KV6891
 KV6891_MARKER: DD = SURVEY DISK
 KV6891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6891_STAMPING: 14 D 1 1992
 KV6891_MARK LOGO: NJGS
 KV6891_PROJECTION: FLUSH
 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 - April 01, 2006
 KV6891
 KV6891  HISTORY     - Date     Condition        Report By
 KV6891  HISTORY     - 1992     MONUMENTED       NJGS
 KV6891  HISTORY     - 19930121 GOOD
 KV6891  HISTORY     - 20011004 GOOD             INDIV
 KV6891  HISTORY     - 20060401 GOOD             B2A
 KV6891  HISTORY     - 20070325 GOOD             GEOCAC
 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.
 KV6891
 KV6891                          STATION RECOVERY (2006)
 KV6891
 KV6891'RECOVERY NOTE BY B2A CONSULTANTS 2006 (ARD)
 KV6891'RECOVERED AS DESCRIBED.  (ARD)
 KV6891
 KV6891                          STATION RECOVERY (2007)
 KV6891
 KV6891'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7140 ***********************************************************************
 DF7140  DESIGNATION -  14 D 2
 DF7140  PID         -  DF7140
 DF7140  STATE/COUNTY-  NJ/MORRIS
 DF7140  COUNTRY     -  US
 DF7140  USGS QUAD   -  STANHOPE (2016)
 DF7140
 DF7140                         *CURRENT SURVEY CONTROL
 DF7140  ______________________________________________________________________
 DF7140* NAD 83(1986) POSITION- 40 55 03.0    (N) 074 39 51.7    (W)   HD_HELD2
 DF7140* NAVD 88 ORTHO HEIGHT -   279.207 (meters)      916.03  (feet) ADJUSTED
 DF7140  ______________________________________________________________________
 DF7140  GEOID HEIGHT    -        -32.780 (meters)                     GEOID18
 DF7140  DYNAMIC HEIGHT  -        279.079 (meters)      915.61  (feet) COMP
 DF7140  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 DF7140
 DF7140  VERT ORDER      -  SECOND    CLASS II
 DF7140
 DF7140.The horizontal coordinates were established by autonomous hand held GPS
 DF7140.observations and have an estimated accuracy of +/- 10 meters.
 DF7140
 DF7140.The orthometric height was determined by differential leveling and
 DF7140.adjusted by the NATIONAL GEODETIC SURVEY
 DF7140.in March 2005.
 DF7140
 DF7140.No vertical observational check was made to the station.
 DF7140
 DF7140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7140.GEOID18 height accuracy estimate available here.
 DF7140
 DF7140.Click photographs - Photos may exist for this station.
 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.      136,156.      MT  (+/- 10 meters HH2 GPS)
 DF7140
 DF7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2826229653(NAD 83)
 DF7140
 DF7140                          SUPERSEDED SURVEY CONTROL
 DF7140
 DF7140.No superseded survey control is available for this station.
 DF7140
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7140+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2025
 DF7140
 DF7140  HISTORY     - Date     Condition        Report By
 DF7140  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7140  HISTORY     - 20080323 GOOD             GEOCAC
 DF7140  HISTORY     - 20250326 GOOD             RAS
 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 PARK.
 DF7140'
 DF7140'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7140'STATE HIGHWAY 183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND
 DF7140'STATE ROUTE 183, JUST SOUTH OF THE BOROUGH OF NETCONG,  GO 0.4 MI
 DF7140'NORTH ON STATE ROUTE 183 TO THE JUNCTION WITH US HIGHWAY 46 AT THE
 DF7140'CIRCLE, CONTINUE STRAIGHT AHEAD, NORTH ON STATE 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 GO 2.3 MI EAST-NORTHEAST ON ALLEN STREET/CENTER
 DF7140'STREET TO THE JUNCTION WITH LAKESIDE BOULEVARD (COUNTY ROAD 602)
 DF7140'PROCEED ACROSS LAKESIDE BOULEVARD THEN TO THE LEFT, ON LAKESIDE
 DF7140'BOULEVARD FOR 0.3 MI NORTH TO THE PARK ENTRANCE ON THE RIGHT.  TURN
 DF7140'RIGHT AND GO PASS THE ENTRANCE BUILDING/GATE  TO THE LEFT SIDE OF THE
 DF7140'PAVILLION BUILDING AHEAD AND THE ROAD LEADING TO THE BOAT RAMP AT THE
 DF7140'NORTH-NORTHWEST CORNER OF THE PARKING LOT.  TAKE RAMP AND GO DOWN TO
 DF7140'THE DOWNSTREAM SIDE OF THE DAM AND THE STATION IN THE ANGLE POINT OF
 DF7140'THE RETAINING WALL AT THE BASE OF THE OUTFLOW VALVE CHAMBER BUILDING.
 DF7140'
 DF7140'THE STATION IS SET IN A DRILL HOLE, 0.6 M WEST OF THE ANGLE POINT OF
 DF7140'THE RETAINING WALL, 17.6 M SOUTHWEST OF THE DAM OUTFLOW VALVE CHAMBER
 DF7140'BUILDING, 12.5 M WEST OF THE SOUTHWEST CORNER OF THE RETAINING WALL
 DF7140'NEXT TO THE SIDEWALK LEADING FROM THE BUILDING, 16.6 M SOUTHEST OF THE
 DF7140'NORTHWEST END OF THE RETAINING WALL.
 DF7140
 DF7140                          STATION RECOVERY (2008)
 DF7140
 DF7140'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7140'RECOVERED IN GOOD CONDITION.
 DF7140
 DF7140                          STATION RECOVERY (2025)
 DF7140
 DF7140'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 DF7140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5254 ***********************************************************************
 DO5254  DESIGNATION -  14 D 3
 DO5254  PID         -  DO5254
 DO5254  STATE/COUNTY-  NJ/MORRIS
 DO5254  COUNTRY     -  US
 DO5254  USGS QUAD   -  MORRISTOWN (2016)
 DO5254
 DO5254                         *CURRENT SURVEY CONTROL
 DO5254  ______________________________________________________________________
 DO5254* NAD 83(1986) POSITION- 40 47 19.66   (N) 074 27 22.37   (W)   HD_HELD1
 DO5254* NAVD 88 ORTHO HEIGHT -   113.035 (meters)      370.85  (feet) ADJUSTED
 DO5254  ______________________________________________________________________
 DO5254  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 DO5254  DYNAMIC HEIGHT  -        112.986 (meters)      370.69  (feet) COMP
 DO5254  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 DO5254
 DO5254  VERT ORDER      -  SECOND    CLASS II
 DO5254
 DO5254.The horizontal coordinates were determined by differentially corrected
 DO5254.hand held GPS observations or other comparable positioning techniques
 DO5254.and have an estimated accuracy of +/- 3 meters.
 DO5254
 DO5254.The orthometric height was determined by differential leveling and
 DO5254.adjusted by the NATIONAL GEODETIC SURVEY
 DO5254.in April 2013.
 DO5254
 DO5254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5254.GEOID18 height accuracy estimate available here.
 DO5254
 DO5254.Click photographs - Photos may exist for this station.
 DO5254
 DO5254.The dynamic height is computed by dividing the NAVD 88
 DO5254.geopotential number by the normal gravity value computed on the
 DO5254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5254.degrees latitude (g = 980.6199 gals.).
 DO5254
 DO5254.The modeled gravity was interpolated from observed gravity values.
 DO5254
 DO5254;                    North         East    Units  Estimated Accuracy
 DO5254;SPC NJ       -   217,096.1     153,695.3     MT  (+/- 3 meters HH1 GPS) 
 DO5254
 DO5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4587915453(NAD 83)
 DO5254
 DO5254                          SUPERSEDED SURVEY CONTROL
 DO5254
 DO5254.No superseded survey control is available for this station.
 DO5254
 DO5254_MARKER: DD = SURVEY DISK
 DO5254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO5254_STAMPING: 14 D 3 2012
 DO5254_MARK LOGO: NJGS
 DO5254_PROJECTION: FLUSH
 DO5254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO5254+STABILITY: SURFACE MOTION
 DO5254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5254+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2012
 DO5254
 DO5254  HISTORY     - Date     Condition        Report By
 DO5254  HISTORY     - 20120613 MONUMENTED       NJGS
 DO5254
 DO5254                          STATION DESCRIPTION
 DO5254
 DO5254'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DO5254'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST OF MENDHAM, 5.0 MI
 DO5254'(8.0 KM) NORTHWEST OF CHATHAM AND 1.5 MI (2.4 KM) EAST-SOUTHEAST OF
 DO5254'MORRISTOWN.
 DO5254'
 DO5254'THE STATION IS LOCATED IN THE TOWNSHIP OF MORRIS, ON THE NORTH SIDE OF
 DO5254'MADISON AVENUE (STATE ROUTE 124).  THE STATION IS IN FRONT OF A
 DO5254'RESTAURANT (FRIENDLY'S).
 DO5254'
 DO5254'THE STATION IS ABOUT 300 FT (91.4 M) EAST-SOUTHEAST FROM THE JUNCTION
 DO5254'WITH NORMANDY PARKWAY.
 DO5254'
 DO5254'THE STATION IS 22.0 FT (6.7 M) SOUTHEAST OF A UTILITY POLE, 22.3 FT
 DO5254'(6.8 M) SOUTHEAST OF BENCH MARK STATION 14 C 3, 50 FT (15.2 M)
 DO5254'SOUTH-SOUTHEAST OF A TRAFFIC INFORMATION SIGN (ENTERING THE TOWN OF
 DO5254'MORRISTOWN), 64.5 FT (19.7 M) NORTHWEST OF THE CENTERLINE OF THE EXIT
 DO5254'DRIVEWAY FROM FRIENDLY'S, 9.6 FT (2.9 M) NORTHEAST OF THE NORTHEAST
 DO5254'CURB OF MADISON AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6892 ***********************************************************************
 KV6892  DESIGNATION -  14 E 1
 KV6892  PID         -  KV6892
 KV6892  STATE/COUNTY-  NJ/MORRIS
 KV6892  COUNTRY     -  US
 KV6892  USGS QUAD   -  CHATHAM (2019)
 KV6892
 KV6892                         *CURRENT SURVEY CONTROL
 KV6892  ______________________________________________________________________
 KV6892* NAD 83(2011) POSITION- 40 44 18.06056(N) 074 27 09.15296(W)   ADJUSTED
 KV6892* NAD 83(2011) ELLIP HT-    42.168 (meters)        (06/27/12)   ADJUSTED
 KV6892* NAD 83(2011) EPOCH   -  2010.00
 KV6892* NAVD 88 ORTHO HEIGHT -    75.1   (meters)      246.    (feet) GPS OBS
 KV6892  ______________________________________________________________________
 KV6892  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6892  GEOID HEIGHT    -        -33.150 (meters)                     GEOID93
 KV6892  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 KV6892  NAD 83(2011) X  -  1,297,198.759 (meters)                     COMP
 KV6892  NAD 83(2011) Y  - -4,662,547.446 (meters)                     COMP
 KV6892  NAD 83(2011) Z  -  4,140,477.993 (meters)                     COMP
 KV6892  LAPLACE CORR    -          2.55  (seconds)                    DEFLEC18
 KV6892
 KV6892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6892  Standards:
 KV6892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6892  -------------------------------------------------------------------
 KV6892  NETWORK    0.46   0.69           0.17   0.20   0.35      0.02292135
 KV6892  -------------------------------------------------------------------
 KV6892  Click here for local accuracies and other accuracy information.
 KV6892
 KV6892.The horizontal coordinates were established by GPS observations
 KV6892.and adjusted by the National Geodetic Survey in June 2012.
 KV6892
 KV6892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6892.been affixed to the stable North American tectonic plate. See 
 KV6892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6892
 KV6892.The horizontal coordinates are valid at the epoch date displayed above
 KV6892.which is a decimal equivalence of Year/Month/Day.
 KV6892
 KV6892.The orthometric height was determined by GPS observations and a
 KV6892.high-resolution geoid model.
 KV6892
 KV6892.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6892.GEOID18 height accuracy estimate available here.
 KV6892
 KV6892.Click photographs - Photos may exist for this station.
 KV6892
 KV6892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6892
 KV6892.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6892
 KV6892.The ellipsoidal height was determined by GPS observations
 KV6892.and is referenced to NAD 83.
 KV6892
 KV6892. The following values were computed from the NAD 83(2011) position.
 KV6892
 KV6892;                    North         East     Units Scale Factor Converg.
 KV6892;SPC NJ       -   211,494.977   154,008.194   MT  0.99990020   +0 01 51.5
 KV6892;SPC NJ       -   693,879.77    505,275.22   sFT  0.99990020   +0 01 51.5
 KV6892;UTM  18      - 4,509,856.227   546,223.713   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4622309856(NAD 83)
 KV6892
 KV6892                          SUPERSEDED SURVEY CONTROL
 KV6892
 KV6892  NAD 83(2007)-  40 44 18.06072(N)    074 27 09.15356(W) AD(2002.00) 0
 KV6892  ELLIP H (02/10/07)   42.182  (m)                       GP(2002.00)    
 KV6892  ELLIP H (10/23/02)   42.173  (m)                       GP(       ) 4 1
 KV6892  NAD 83(1996)-  40 44 18.06099(N)    074 27 09.15388(W) AD(       ) 1
 KV6892  ELLIP H (05/14/99)   42.192  (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
 KV6892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6892.See file dsdata.pdf to determine how the superseded data were derived.
 KV6892
 KV6892_MARKER: DD = SURVEY DISK
 KV6892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6892_STAMPING: 14 E 1 1992
 KV6892_MARK LOGO: NJGS
 KV6892_PROJECTION: FLUSH
 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 - October 17, 2019
 KV6892
 KV6892  HISTORY     - Date     Condition        Report By
 KV6892  HISTORY     - 1992     MONUMENTED       NJGS
 KV6892  HISTORY     - 19930120 GOOD             NJGS
 KV6892  HISTORY     - 20191008 GOOD             NJGS
 KV6892  HISTORY     - 20191017 GOOD             NJGS
 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'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (MVI)
 KV6892'RECOVERED IN GOOD CONDITION.
 KV6892
 KV6892                          STATION RECOVERY (2019)
 KV6892
 KV6892'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6892'RECOVERED IN GOOD CONDITION.
 KV6892
 KV6892                          STATION RECOVERY (2019)
 KV6892
 KV6892'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 KV6892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7141 ***********************************************************************
 DF7141  DESIGNATION -  14 E 2
 DF7141  PID         -  DF7141
 DF7141  STATE/COUNTY-  NJ/MORRIS
 DF7141  COUNTRY     -  US
 DF7141  USGS QUAD   -  STANHOPE (2016)
 DF7141
 DF7141                         *CURRENT SURVEY CONTROL
 DF7141  ______________________________________________________________________
 DF7141* NAD 83(1986) POSITION- 40 55 02.11   (N) 074 39 56.07   (W)   HD_HELD1
 DF7141* NAVD 88 ORTHO HEIGHT -   281.248 (meters)      922.73  (feet) ADJUSTED
 DF7141  ______________________________________________________________________
 DF7141  GEOID HEIGHT    -        -32.781 (meters)                     GEOID18
 DF7141  DYNAMIC HEIGHT  -        281.119 (meters)      922.30  (feet) COMP
 DF7141  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 DF7141
 DF7141  VERT ORDER      -  SECOND    CLASS II
 DF7141
 DF7141.The horizontal coordinates were determined by differentially corrected
 DF7141.hand held GPS observations or other comparable positioning techniques
 DF7141.and have an estimated accuracy of +/- 3 meters.
 DF7141
 DF7141.The orthometric height was determined by differential leveling and
 DF7141.adjusted by the NATIONAL GEODETIC SURVEY
 DF7141.in March 2005.
 DF7141
 DF7141.No vertical observational check was made to the station.
 DF7141
 DF7141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7141.GEOID18 height accuracy estimate available here.
 DF7141
 DF7141.Click photographs - Photos may exist for this station.
 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       -   231,372.3     136,053.3     MT  (+/- 3 meters HH1 GPS) 
 DF7141
 DF7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2816029625(NAD 83)
 DF7141
 DF7141                          SUPERSEDED SURVEY CONTROL
 DF7141
 DF7141.No superseded survey control is available for this station.
 DF7141
 DF7141_MARKER: DD = SURVEY DISK
 DF7141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF7141_SP_SET: BRIDGE
 DF7141_STAMPING: 14 E 2 2002
 DF7141_MARK LOGO: NJGS
 DF7141_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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  HISTORY     - 20080323 GOOD             GEOCAC
 DF7141  HISTORY     - 20180228 GOOD             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
 DF7141                          STATION RECOVERY (2008)
 DF7141
 DF7141'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7141'RECOVERED IN GOOD CONDITION.
 DF7141
 DF7141                          STATION RECOVERY (2018)
 DF7141
 DF7141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DF7141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5255 ***********************************************************************
 DO5255  DESIGNATION -  14 E 3
 DO5255  PID         -  DO5255
 DO5255  STATE/COUNTY-  NJ/MORRIS
 DO5255  COUNTRY     -  US
 DO5255  USGS QUAD   -  MORRISTOWN (2016)
 DO5255
 DO5255                         *CURRENT SURVEY CONTROL
 DO5255  ______________________________________________________________________
 DO5255* NAD 83(1986) POSITION- 40 47 47.43   (N) 074 28 25.16   (W)   HD_HELD1
 DO5255* NAVD 88 ORTHO HEIGHT -    99.459 (meters)      326.31  (feet) ADJUSTED
 DO5255  ______________________________________________________________________
 DO5255  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 DO5255  DYNAMIC HEIGHT  -         99.416 (meters)      326.17  (feet) COMP
 DO5255  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 DO5255
 DO5255  VERT ORDER      -  SECOND    CLASS II
 DO5255
 DO5255.The horizontal coordinates were determined by differentially corrected
 DO5255.hand held GPS observations or other comparable positioning techniques
 DO5255.and have an estimated accuracy of +/- 3 meters.
 DO5255
 DO5255.The orthometric height was determined by differential leveling and
 DO5255.adjusted by the NATIONAL GEODETIC SURVEY
 DO5255.in April 2013.
 DO5255
 DO5255.No vertical observational check was made to the station.
 DO5255
 DO5255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5255.GEOID18 height accuracy estimate available here.
 DO5255
 DO5255.Click photographs - Photos may exist for this station.
 DO5255
 DO5255.The dynamic height is computed by dividing the NAVD 88
 DO5255.geopotential number by the normal gravity value computed on the
 DO5255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5255.degrees latitude (g = 980.6199 gals.).
 DO5255
 DO5255.The modeled gravity was interpolated from observed gravity values.
 DO5255
 DO5255;                    North         East    Units  Estimated Accuracy
 DO5255;SPC NJ       -   217,952.0     152,223.1     MT  (+/- 3 meters HH1 GPS) 
 DO5255
 DO5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4440216301(NAD 83)
 DO5255
 DO5255                          SUPERSEDED SURVEY CONTROL
 DO5255
 DO5255.No superseded survey control is available for this station.
 DO5255
 DO5255_MARKER: DD = SURVEY DISK
 DO5255_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO5255_SP_SET: RAILROAD BRIDGE ABUTMENT
 DO5255_STAMPING: 14 E 3 2012
 DO5255_MARK LOGO: NJGS
 DO5255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5255+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2012
 DO5255
 DO5255  HISTORY     - Date     Condition        Report By
 DO5255  HISTORY     - 20120622 MONUMENTED       NJGS
 DO5255
 DO5255                          STATION DESCRIPTION
 DO5255
 DO5255'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DO5255'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 DO5255'MENDHAM, 6.1 MI (9.8 KM) NORTHWEST OF CHATHAM.    THE STATION IS
 DO5255'LOCATED IN THE TOWN OF MORRISTOWN, SET IN A DRILL HOLE IN THE
 DO5255'SOUTHEAST FACE OF THE NORTHWEST ABUTMENT OF THE NEW JERSEY TRANSIT
 DO5255'RAILROAD BRIDGE SPANNING MORRIS STREET.
 DO5255'
 DO5255'THE ABUTMENT IS SOUTHEAST OF THE RAILROAD STATION, BETWEEN MORRIS
 DO5255'STREET AND LACKAWANNA PLACE.
 DO5255'
 DO5255'THE STATION IS 17.4 FT (5.3 M) NORTHEAST OF THE WEST EDGE OF THE
 DO5255'ABUTMENT, 18.7 FT (5.7 M) SOUTHWEST OF THE EAST EDGE OF THE ABUTMENT,
 DO5255'18.6 FT (5.7 M) NORTHWEST OF THE NORTHWEST FACE OF THE STEEL TRUSS, 43
 DO5255'FT (13.1 M) NORTHEAST OF THE CENTERLINE OF MORRIS STREET.
 DO5255'
 DO5255'THE STATION IS ABOUT 3 FT (0.9 M) HIGHER THAN THE SIDEWALK AND UNDER
 DO5255'THE TRACKS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6893 ***********************************************************************
 KV6893  DESIGNATION -  14 F 1
 KV6893  PID         -  KV6893
 KV6893  STATE/COUNTY-  NJ/MORRIS
 KV6893  COUNTRY     -  US
 KV6893  USGS QUAD   -  CHATHAM (2019)
 KV6893
 KV6893                         *CURRENT SURVEY CONTROL
 KV6893  ______________________________________________________________________
 KV6893* NAD 83(2011) POSITION- 40 42 46.89683(N) 074 29 04.79457(W)   ADJUSTED
 KV6893* NAD 83(2011) ELLIP HT-    38.219 (meters)        (06/27/12)   ADJUSTED
 KV6893* NAD 83(2011) EPOCH   -  2010.00
 KV6893* NAVD 88 ORTHO HEIGHT -    71.2   (meters)      234.    (feet) GPS OBS
 KV6893  ______________________________________________________________________
 KV6893  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6893  GEOID HEIGHT    -        -33.230 (meters)                     GEOID93
 KV6893  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 KV6893  NAD 83(2011) X  -  1,295,074.501 (meters)                     COMP
 KV6893  NAD 83(2011) Y  - -4,665,038.980 (meters)                     COMP
 KV6893  NAD 83(2011) Z  -  4,138,344.266 (meters)                     COMP
 KV6893  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 KV6893
 KV6893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6893  Standards:
 KV6893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6893  -------------------------------------------------------------------
 KV6893  NETWORK    0.52   0.74           0.19   0.23   0.38      0.00603528
 KV6893  -------------------------------------------------------------------
 KV6893  Click here for local accuracies and other accuracy information.
 KV6893
 KV6893.The horizontal coordinates were established by GPS observations
 KV6893.and adjusted by the National Geodetic Survey in June 2012.
 KV6893
 KV6893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6893.been affixed to the stable North American tectonic plate. See 
 KV6893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6893
 KV6893.The horizontal coordinates are valid at the epoch date displayed above
 KV6893.which is a decimal equivalence of Year/Month/Day.
 KV6893
 KV6893.The orthometric height was determined by GPS observations and a
 KV6893.high-resolution geoid model.
 KV6893
 KV6893.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6893.GEOID18 height accuracy estimate available here.
 KV6893
 KV6893.Click photographs - Photos may exist for this station.
 KV6893
 KV6893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6893
 KV6893.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6893
 KV6893.The ellipsoidal height was determined by GPS observations
 KV6893.and is referenced to NAD 83.
 KV6893
 KV6893. The following values were computed from the NAD 83(2011) position.
 KV6893
 KV6893;                    North         East     Units Scale Factor Converg.
 KV6893;SPC NJ       -   208,682.175   151,295.650   MT  0.99990002   +0 00 36.0
 KV6893;SPC NJ       -   684,651.44    496,375.81   sFT  0.99990002   +0 00 36.0
 KV6893;UTM  18      - 4,507,028.805   543,527.971   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4352707028(NAD 83)
 KV6893
 KV6893                          SUPERSEDED SURVEY CONTROL
 KV6893
 KV6893  NAD 83(2007)-  40 42 46.89699(N)    074 29 04.79513(W) AD(2002.00) 0
 KV6893  ELLIP H (02/10/07)   38.233  (m)                       GP(2002.00)    
 KV6893  ELLIP H (10/23/02)   38.224  (m)                       GP(       ) 4 1
 KV6893  NAD 83(1996)-  40 42 46.89726(N)    074 29 04.79544(W) AD(       ) 1
 KV6893  ELLIP H (05/14/99)   38.242  (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
 KV6893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6893.See file dsdata.pdf to determine how the superseded data were derived.
 KV6893
 KV6893_MARKER: DD = SURVEY DISK
 KV6893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6893_STAMPING: 14 F 1 1992
 KV6893_MARK LOGO: NJGS
 KV6893_PROJECTION: FLUSH
 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 - October 08, 2019
 KV6893
 KV6893  HISTORY     - Date     Condition        Report By
 KV6893  HISTORY     - 1992     MONUMENTED       NJGS
 KV6893  HISTORY     - 19930121 GOOD             NJGS
 KV6893  HISTORY     - 20191008 GOOD             NJGS
 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'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (MVI)
 KV6893'RECOVERED IN GOOD CONDITION.
 KV6893
 KV6893                          STATION RECOVERY (2019)
 KV6893
 KV6893'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7142 ***********************************************************************
 DF7142  DESIGNATION -  14 F 2
 DF7142  PID         -  DF7142
 DF7142  STATE/COUNTY-  NJ/MORRIS
 DF7142  COUNTRY     -  US
 DF7142  USGS QUAD   -  STANHOPE (2016)
 DF7142
 DF7142                         *CURRENT SURVEY CONTROL
 DF7142  ______________________________________________________________________
 DF7142* NAD 83(1986) POSITION- 40 54 36.0    (N) 074 40 02.8    (W)   HD_HELD2
 DF7142* NAVD 88 ORTHO HEIGHT -   278.569 (meters)      913.94  (feet) ADJUSTED
 DF7142  ______________________________________________________________________
 DF7142  GEOID HEIGHT    -        -32.796 (meters)                     GEOID18
 DF7142  DYNAMIC HEIGHT  -        278.440 (meters)      913.52  (feet) COMP
 DF7142  MODELED GRAVITY -    980,156.8   (mgal)                       NAVD 88
 DF7142
 DF7142  VERT ORDER      -  SECOND    CLASS II
 DF7142
 DF7142.The horizontal coordinates were established by autonomous hand held GPS
 DF7142.observations and have an estimated accuracy of +/- 10 meters.
 DF7142
 DF7142.The orthometric height was determined by differential leveling and
 DF7142.adjusted by the NATIONAL GEODETIC SURVEY
 DF7142.in March 2005.
 DF7142
 DF7142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7142.GEOID18 height accuracy estimate available here.
 DF7142
 DF7142.Click photographs - Photos may exist for this station.
 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       -   230,567.      135,894.      MT  (+/- 10 meters HH2 GPS)
 DF7142
 DF7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2800628819(NAD 83)
 DF7142
 DF7142                          SUPERSEDED SURVEY CONTROL
 DF7142
 DF7142.No superseded survey control is available for this station.
 DF7142
 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  HISTORY     - 20080323 GOOD             GEOCAC
 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
 DF7142                          STATION RECOVERY (2008)
 DF7142
 DF7142'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6894 ***********************************************************************
 KV6894  DESIGNATION -  14 G 1
 KV6894  PID         -  KV6894
 KV6894  STATE/COUNTY-  NJ/MORRIS
 KV6894  COUNTRY     -  US
 KV6894  USGS QUAD   -  CHATHAM (2019)
 KV6894
 KV6894                         *CURRENT SURVEY CONTROL
 KV6894  ______________________________________________________________________
 KV6894* NAD 83(2011) POSITION- 40 44 19.77694(N) 074 23 06.87385(W)   ADJUSTED
 KV6894* NAD 83(2011) ELLIP HT-    44.403 (meters)        (06/27/12)   ADJUSTED
 KV6894* NAD 83(2011) EPOCH   -  2010.00
 KV6894* NAVD 88 ORTHO HEIGHT -    77.2   (meters)      253.    (feet) GPS OBS
 KV6894  ______________________________________________________________________
 KV6894  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6894  GEOID HEIGHT    -        -33.040 (meters)                     GEOID93
 KV6894  GEOID HEIGHT    -        -32.799 (meters)                     GEOID18
 KV6894  NAD 83(2011) X  -  1,302,665.657 (meters)                     COMP
 KV6894  NAD 83(2011) Y  - -4,660,988.890 (meters)                     COMP
 KV6894  NAD 83(2011) Z  -  4,140,519.568 (meters)                     COMP
 KV6894  LAPLACE CORR    -          3.45  (seconds)                    DEFLEC18
 KV6894
 KV6894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6894  Standards:
 KV6894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6894  -------------------------------------------------------------------
 KV6894  NETWORK    0.43   0.69           0.17   0.18   0.35     -0.00352425
 KV6894  -------------------------------------------------------------------
 KV6894  Click here for local accuracies and other accuracy information.
 KV6894
 KV6894.The horizontal coordinates were established by GPS observations
 KV6894.and adjusted by the National Geodetic Survey in June 2012.
 KV6894
 KV6894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6894.been affixed to the stable North American tectonic plate. See 
 KV6894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6894
 KV6894.The horizontal coordinates are valid at the epoch date displayed above
 KV6894.which is a decimal equivalence of Year/Month/Day.
 KV6894
 KV6894.The orthometric height was determined by GPS observations and a
 KV6894.high-resolution geoid model.
 KV6894
 KV6894.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6894.GEOID18 height accuracy estimate available here.
 KV6894
 KV6894.Click photographs - Photos may exist for this station.
 KV6894
 KV6894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6894
 KV6894.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6894
 KV6894.The ellipsoidal height was determined by GPS observations
 KV6894.and is referenced to NAD 83.
 KV6894
 KV6894. The following values were computed from the NAD 83(2011) position.
 KV6894
 KV6894;                    North         East     Units Scale Factor Converg.
 KV6894;SPC NJ       -   211,553.168   159,692.166   MT  0.99990116   +0 04 29.6
 KV6894;SPC NJ       -   694,070.69    523,923.38   sFT  0.99990116   +0 04 29.6
 KV6894;UTM  18      - 4,509,946.763   551,905.722   MT  0.99963316   +0 24 04.3
 KV6894
 KV6894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6894!SPC NJ       -   0.99999303  x   0.99990116  =   0.99989420
 KV6894!UTM  18      -   0.99999303  x   0.99963316  =   0.99962620
 KV6894
 KV6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5190509946(NAD 83)
 KV6894
 KV6894                          SUPERSEDED SURVEY CONTROL
 KV6894
 KV6894  NAD 83(2007)-  40 44 19.77710(N)    074 23 06.87449(W) AD(2002.00) 0
 KV6894  ELLIP H (02/10/07)   44.417  (m)                       GP(2002.00)    
 KV6894  ELLIP H (10/23/02)   44.407  (m)                       GP(       ) 4 1
 KV6894  NAD 83(1996)-  40 44 19.77736(N)    074 23 06.87481(W) AD(       ) 1
 KV6894  ELLIP H (05/14/99)   44.426  (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
 KV6894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6894.See file dsdata.pdf to determine how the superseded data were derived.
 KV6894
 KV6894_STAMPING: 14 G 1 1992
 KV6894_MARK LOGO: NJGS
 KV6894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6894+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2016
 KV6894
 KV6894  HISTORY     - Date     Condition        Report By
 KV6894  HISTORY     - 1992     MONUMENTED       NJGS
 KV6894  HISTORY     - 20110621 GOOD             BOSWEL
 KV6894  HISTORY     - 20160425 GOOD             PB
 KV6894  HISTORY     - 20200220 MARK NOT FOUND   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.
 KV6894
 KV6894                          STATION RECOVERY (2011)
 KV6894
 KV6894'RECOVERY NOTE BY BOSWELL ENGINEERING 2011 (RRR)
 KV6894'RECOVERED IN GOOD CONDITION.
 KV6894
 KV6894                          STATION RECOVERY (2016)
 KV6894
 KV6894'RECOVERY NOTE BY PBS&J 2016 (MJB)
 KV6894'NEXT TO DUMPSTER PAD. DUMPSTERS MAY BE ON TOP OF DISK
 KV6894
 KV6894                          STATION RECOVERY (2020)
 KV6894
 KV6894'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6894'COULD NOT RECOVER.  THIRD TIME TRYING TO RECOVER AND DUMPSTER PARKED
 KV6894'ON TOP OF IT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7143 ***********************************************************************
 DF7143  DESIGNATION -  14 G 2
 DF7143  PID         -  DF7143
 DF7143  STATE/COUNTY-  NJ/MORRIS
 DF7143  COUNTRY     -  US
 DF7143  USGS QUAD   -  STANHOPE (2016)
 DF7143
 DF7143                         *CURRENT SURVEY CONTROL
 DF7143  ______________________________________________________________________
 DF7143* NAD 83(1986) POSITION- 40 54 17.8    (N) 074 39 52.6    (W)   HD_HELD2
 DF7143* NAVD 88 ORTHO HEIGHT -   283.294 (meters)      929.44  (feet) ADJUSTED
 DF7143  ______________________________________________________________________
 DF7143  GEOID HEIGHT    -        -32.801 (meters)                     GEOID18
 DF7143  DYNAMIC HEIGHT  -        283.164 (meters)      929.01  (feet) COMP
 DF7143  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 DF7143
 DF7143  VERT ORDER      -  SECOND    CLASS II
 DF7143
 DF7143.The horizontal coordinates were established by autonomous hand held GPS
 DF7143.observations and have an estimated accuracy of +/- 10 meters.
 DF7143
 DF7143.The orthometric height was determined by differential leveling and
 DF7143.adjusted by the NATIONAL GEODETIC SURVEY
 DF7143.in March 2005.
 DF7143
 DF7143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7143.GEOID18 height accuracy estimate available here.
 DF7143
 DF7143.Click photographs - Photos may exist for this station.
 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       -   230,005.      136,132.      MT  (+/- 10 meters HH2 GPS)
 DF7143
 DF7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2824728259(NAD 83)
 DF7143
 DF7143                          SUPERSEDED SURVEY CONTROL
 DF7143
 DF7143.No superseded survey control is available for this station.
 DF7143
 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  HISTORY     - 20080323 GOOD             GEOCAC
 DF7143  HISTORY     - 20140718 GOOD             GEOCAC
 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 A RETAINING WALL BETWEEN THE SOUTHERLY END OF
 DF7143'LAKE HOPATCONG AND THE SIDEWALK AREA OF MT. ARLINGTON BOULEVARD
 DF7143'(COUNTY ROAD 616).  THE STATION IS AT THE T-JUNCTION OF LAKESIDE
 DF7143'BOULEVARD (COUNTY ROAD 631) LEADING TO THE NORTH, MT.  ARLINGTON
 DF7143'BOULEVARD (COUNTY ROAD 616) TO THE SOUTH AND LANDING LANE (COUNTY ROAD
 DF7143'631) TO THE WEST.
 DF7143'
 DF7143'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7143'STATE HIGHWAY 183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND
 DF7143'STATE ROUTE 183, JUST SOUTH OF THE BOROUGH OF NETCONG,  GO 0.4 MI
 DF7143'NORTH ON STATE ROUTE 183 TO THE JUNCTION WITH US HIGHWAY 46 AT THE
 DF7143'CIRCLE, CONTINUE STRAIGHT AHEAD, NORTH ON STATE 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 GO 2.3 MI EAST-NORTHEAST ON ALLEN STREET/CENTER
 DF7143'STREET TO THE JUNCTION WITH LAKESIDE BOULEVARD (COUNTY ROAD 631)
 DF7143'TURN RIGHT AND GO ABOUT 0.3 MI SOUTH TO THE STATION ON THE LEFT.
 DF7143'
 DF7143'THE STATION IS 23.8 M SOUTH OF THE EXTENDED CENTERLINE OF LANDING LANE
 DF7143'(COUNTY ROAD 631), 1.6 M EAST OF THE EAST CURBLINE OF MT. ARLINGTON
 DF7143'BOULEVARD, 3.1 M SOUTH OF POLE NUMBER NJ 3691 RU, 4.3 M NORTH OF AN
 DF7143'ALUMINUM TRAFFIC CONTROL BOX NUMBER 6836101 AND ABOUT 0.5 M ABOVE
 DF7143'LEVEL OF SIDEWALK.
 DF7143
 DF7143                          STATION RECOVERY (2008)
 DF7143
 DF7143'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7143'RECOVERED IN GOOD CONDITION.
 DF7143
 DF7143                          STATION RECOVERY (2014)
 DF7143
 DF7143'RECOVERY NOTE BY GEOCACHING 2014 (APC)
 DF7143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6895 ***********************************************************************
 KV6895  DESIGNATION -  14 H 1
 KV6895  PID         -  KV6895
 KV6895  STATE/COUNTY-  NJ/MORRIS
 KV6895  COUNTRY     -  US
 KV6895  USGS QUAD   -  MORRISTOWN (2016)
 KV6895
 KV6895                         *CURRENT SURVEY CONTROL
 KV6895  ______________________________________________________________________
 KV6895* NAD 83(2011) POSITION- 40 46 54.33536(N) 074 25 48.42744(W)   ADJUSTED
 KV6895* NAD 83(2011) ELLIP HT-    43.900 (meters)        (06/27/12)   ADJUSTED
 KV6895* NAD 83(2011) EPOCH   -  2010.00
 KV6895* NAVD 88 ORTHO HEIGHT -    76.729 (meters)      251.74  (feet) ADJUSTED
 KV6895  ______________________________________________________________________
 KV6895  GEOID HEIGHT    -        -32.827 (meters)                     GEOID18
 KV6895  NAD 83(2011) X  -  1,298,178.991 (meters)                     COMP
 KV6895  NAD 83(2011) Y  - -4,659,008.802 (meters)                     COMP
 KV6895  NAD 83(2011) Z  -  4,144,130.523 (meters)                     COMP
 KV6895  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 KV6895  DYNAMIC HEIGHT  -         76.695 (meters)      251.62  (feet) COMP
 KV6895  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 KV6895
 KV6895  VERT ORDER      -  SECOND    CLASS II
 KV6895
 KV6895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6895  Standards:
 KV6895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6895  -------------------------------------------------------------------
 KV6895  NETWORK    0.46   0.71           0.17   0.20   0.36     -0.00451351
 KV6895  -------------------------------------------------------------------
 KV6895  Click here for local accuracies and other accuracy information.
 KV6895
 KV6895.The horizontal coordinates were established by GPS observations
 KV6895.and adjusted by the National Geodetic Survey in June 2012.
 KV6895
 KV6895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6895.been affixed to the stable North American tectonic plate. See 
 KV6895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6895
 KV6895.The horizontal coordinates are valid at the epoch date displayed above
 KV6895.which is a decimal equivalence of Year/Month/Day.
 KV6895
 KV6895.The orthometric height was determined by differential leveling and
 KV6895.adjusted by the NATIONAL GEODETIC SURVEY
 KV6895.in March 2005.
 KV6895
 KV6895.No vertical observational check was made to the station.
 KV6895
 KV6895.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6895.GEOID18 height accuracy estimate available here.
 KV6895
 KV6895.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 KV6895
 KV6895.The ellipsoidal height was determined by GPS observations
 KV6895.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6895
 KV6895;                    North         East     Units Scale Factor Converg.
 KV6895;SPC NJ       -   216,316.373   155,898.234   MT  0.99990043   +0 02 44.3
 KV6895;SPC NJ       -   709,697.97    511,476.12   sFT  0.99990043   +0 02 44.3
 KV6895;UTM  18      - 4,514,686.994   548,085.744   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4808514686(NAD 83)
 KV6895
 KV6895                          SUPERSEDED SURVEY CONTROL
 KV6895
 KV6895  NAD 83(2007)-  40 46 54.33552(N)    074 25 48.42809(W) AD(2002.00) 0
 KV6895  ELLIP H (02/10/07)   43.914  (m)                       GP(2002.00)    
 KV6895  ELLIP H (10/23/02)   43.901  (m)                       GP(       ) 4 1
 KV6895  NAD 83(1996)-  40 46 54.33581(N)    074 25 48.42847(W) AD(       ) 1
 KV6895  ELLIP H (05/14/99)   43.924  (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  NAVD 88 (01/04/94)   76.7    (m)  GEOID93  model used  GPS OBS        
 KV6895
 KV6895.Superseded values are not recommended for survey control.
 KV6895
 KV6895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6895.See file dsdata.pdf to determine how the superseded data were derived.
 KV6895
 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 - April 23, 2025
 KV6895
 KV6895  HISTORY     - Date     Condition        Report By
 KV6895  HISTORY     - 1992     MONUMENTED       NJGS
 KV6895  HISTORY     - 20021016 GOOD             NJGS
 KV6895  HISTORY     - 20100405 GOOD             NJGS
 KV6895  HISTORY     - 20160421 GOOD             NJGS
 KV6895  HISTORY     - 20230404 GOOD             RAS
 KV6895  HISTORY     - 20250423 GOOD             RAS
 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
 KV6895                          STATION RECOVERY (2010)
 KV6895
 KV6895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 KV6895'RECOVERED IN GOOD CONDITION.
 KV6895
 KV6895                          STATION RECOVERY (2016)
 KV6895
 KV6895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (IMS)
 KV6895'RECOVERED IN GOOD CONDITION.
 KV6895
 KV6895                          STATION RECOVERY (2023)
 KV6895
 KV6895'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2023 (MK)
 KV6895'RECOVERED IN GOOD CONDITION.
 KV6895
 KV6895                          STATION RECOVERY (2025)
 KV6895
 KV6895'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV6895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7144 ***********************************************************************
 DF7144  DESIGNATION -  14 H 2
 DF7144  PID         -  DF7144
 DF7144  STATE/COUNTY-  NJ/MORRIS
 DF7144  COUNTRY     -  US
 DF7144  USGS QUAD   -  STANHOPE (2016)
 DF7144
 DF7144                         *CURRENT SURVEY CONTROL
 DF7144  ______________________________________________________________________
 DF7144* NAD 83(1986) POSITION- 40 54 37.9    (N) 074 40 23.6    (W)   HD_HELD2
 DF7144* NAVD 88 ORTHO HEIGHT -   269.763 (meters)      885.05  (feet) ADJUSTED
 DF7144  ______________________________________________________________________
 DF7144  GEOID HEIGHT    -        -32.801 (meters)                     GEOID18
 DF7144  DYNAMIC HEIGHT  -        269.638 (meters)      884.64  (feet) COMP
 DF7144  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 DF7144
 DF7144  VERT ORDER      -  SECOND    CLASS II
 DF7144
 DF7144.The horizontal coordinates were established by autonomous hand held GPS
 DF7144.observations and have an estimated accuracy of +/- 10 meters.
 DF7144
 DF7144.The orthometric height was determined by differential leveling and
 DF7144.adjusted by the NATIONAL GEODETIC SURVEY
 DF7144.in March 2005.
 DF7144
 DF7144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7144.GEOID18 height accuracy estimate available here.
 DF7144
 DF7144.Click photographs - Photos may exist for this station.
 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       -   230,627.      135,408.      MT  (+/- 10 meters HH2 GPS)
 DF7144
 DF7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2751928876(NAD 83)
 DF7144
 DF7144                          SUPERSEDED SURVEY CONTROL
 DF7144
 DF7144.No superseded survey control is available for this station.
 DF7144
 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  HISTORY     - 20080323 GOOD             GEOCAC
 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
 DF7144                          STATION RECOVERY (2008)
 DF7144
 DF7144'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7144'GPU IS NOW JERSEY CENTRAL POWER AND LIGHT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6896 ***********************************************************************
 KV6896  DESIGNATION -  14 J 1
 KV6896  PID         -  KV6896
 KV6896  STATE/COUNTY-  NJ/MORRIS
 KV6896  COUNTRY     -  US
 KV6896  USGS QUAD   -  MORRISTOWN (2016)
 KV6896
 KV6896                         *CURRENT SURVEY CONTROL
 KV6896  ______________________________________________________________________
 KV6896* NAD 83(2011) POSITION- 40 47 17.71387(N) 074 23 30.44018(W)   ADJUSTED
 KV6896* NAD 83(2011) ELLIP HT-    24.704 (meters)        (06/27/12)   ADJUSTED
 KV6896* NAD 83(2011) EPOCH   -  2010.00
 KV6896* NAVD 88 ORTHO HEIGHT -    57.5   (meters)      189.    (feet) GPS OBS
 KV6896  ______________________________________________________________________
 KV6896  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6896  GEOID HEIGHT    -        -33.020 (meters)                     GEOID93
 KV6896  GEOID HEIGHT    -        -32.774 (meters)                     GEOID18
 KV6896  NAD 83(2011) X  -  1,301,164.830 (meters)                     COMP
 KV6896  NAD 83(2011) Y  - -4,657,671.595 (meters)                     COMP
 KV6896  NAD 83(2011) Z  -  4,144,664.025 (meters)                     COMP
 KV6896  LAPLACE CORR    -          3.37  (seconds)                    DEFLEC18
 KV6896
 KV6896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6896  Standards:
 KV6896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6896  -------------------------------------------------------------------
 KV6896  NETWORK    0.49   0.73           0.19   0.21   0.37      0.01495461
 KV6896  -------------------------------------------------------------------
 KV6896  Click here for local accuracies and other accuracy information.
 KV6896
 KV6896.The horizontal coordinates were established by GPS observations
 KV6896.and adjusted by the National Geodetic Survey in June 2012.
 KV6896
 KV6896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6896.been affixed to the stable North American tectonic plate. See 
 KV6896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6896
 KV6896.The horizontal coordinates are valid at the epoch date displayed above
 KV6896.which is a decimal equivalence of Year/Month/Day.
 KV6896
 KV6896.The orthometric height was determined by GPS observations and a
 KV6896.high-resolution geoid model.
 KV6896
 KV6896.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6896.GEOID18 height accuracy estimate available here.
 KV6896
 KV6896.Click photographs - Photos may exist for this station.
 KV6896
 KV6896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6896
 KV6896.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6896
 KV6896.The ellipsoidal height was determined by GPS observations
 KV6896.and is referenced to NAD 83.
 KV6896
 KV6896. The following values were computed from the NAD 83(2011) position.
 KV6896
 KV6896;                    North         East     Units Scale Factor Converg.
 KV6896;SPC NJ       -   217,040.746   159,132.519   MT  0.99990103   +0 04 14.5
 KV6896;SPC NJ       -   712,074.51    522,087.27   sFT  0.99990103   +0 04 14.5
 KV6896;UTM  18      - 4,515,429.592   551,314.974   MT  0.99963241   +0 23 50.4
 KV6896
 KV6896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6896!SPC NJ       -   0.99999612  x   0.99990103  =   0.99989716
 KV6896!UTM  18      -   0.99999612  x   0.99963241  =   0.99962854
 KV6896
 KV6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5131415429(NAD 83)
 KV6896
 KV6896                          SUPERSEDED SURVEY CONTROL
 KV6896
 KV6896  NAD 83(2007)-  40 47 17.71405(N)    074 23 30.44090(W) AD(2002.00) 0
 KV6896  ELLIP H (02/10/07)   24.718  (m)                       GP(2002.00)    
 KV6896  ELLIP H (10/23/02)   24.704  (m)                       GP(       ) 4 1
 KV6896  NAD 83(1996)-  40 47 17.71434(N)    074 23 30.44131(W) AD(       ) 1
 KV6896  ELLIP H (05/14/99)   24.728  (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
 KV6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6896.See file dsdata.pdf to determine how the superseded data were derived.
 KV6896
 KV6896_MARKER: DD = SURVEY DISK
 KV6896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - October 15, 2020
 KV6896
 KV6896  HISTORY     - Date     Condition        Report By
 KV6896  HISTORY     - 1992     MONUMENTED       NJGS
 KV6896  HISTORY     - 20070113 GOOD             GEOCAC
 KV6896  HISTORY     - 20201015 GOOD             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.
 KV6896
 KV6896                          STATION RECOVERY (2007)
 KV6896
 KV6896'RECOVERY NOTE BY GEOCACHING 2007
 KV6896'RECOVERED IN GOOD CONDITION.
 KV6896
 KV6896                          STATION RECOVERY (2020)
 KV6896
 KV6896'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6896'UNDER LANDSCAPING ROCKS AT THE ENTRANCE TO A STRIP MALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7152 ***********************************************************************
 DF7152  DESIGNATION -  14 J 11
 DF7152  PID         -  DF7152
 DF7152  STATE/COUNTY-  NJ/MORRIS
 DF7152  COUNTRY     -  US
 DF7152  USGS QUAD   -  MORRISTOWN (2016)
 DF7152
 DF7152                         *CURRENT SURVEY CONTROL
 DF7152  ______________________________________________________________________
 DF7152* NAD 83(1986) POSITION- 40 47 31.52   (N) 074 25 26.17   (W)   HD_HELD1
 DF7152* NAVD 88 ORTHO HEIGHT -    55.995 (meters)      183.71  (feet) ADJUSTED
 DF7152  ______________________________________________________________________
 DF7152  GEOID HEIGHT    -        -32.810 (meters)                     GEOID18
 DF7152  DYNAMIC HEIGHT  -         55.971 (meters)      183.63  (feet) COMP
 DF7152  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 DF7152
 DF7152  VERT ORDER      -  SECOND    CLASS II
 DF7152
 DF7152.The horizontal coordinates were determined by differentially corrected
 DF7152.hand held GPS observations or other comparable positioning techniques
 DF7152.and have an estimated accuracy of +/- 3 meters.
 DF7152
 DF7152.The orthometric height was determined by differential leveling and
 DF7152.adjusted by the NATIONAL GEODETIC SURVEY
 DF7152.in March 2005.
 DF7152
 DF7152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7152.GEOID18 height accuracy estimate available here.
 DF7152
 DF7152.Click photographs - Photos may exist for this station.
 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       -   217,463.7     156,419.1     MT  (+/- 3 meters HH1 GPS) 
 DF7152
 DF7152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4859915836(NAD 83)
 DF7152
 DF7152                          SUPERSEDED SURVEY CONTROL
 DF7152
 DF7152.No superseded survey control is available for this station.
 DF7152
 DF7152_MARKER: DD = SURVEY DISK
 DF7152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF7152_SP_SET: CULVERT
 DF7152_STAMPING: 14 J 11 2002
 DF7152_MARK LOGO: NJGS
 DF7152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7152+STABILITY: SURFACE MOTION
 DF7152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7152+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2020
 DF7152
 DF7152  HISTORY     - Date     Condition        Report By
 DF7152  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7152  HISTORY     - 20100405 GOOD             NJGS
 DF7152  HISTORY     - 20120228 GOOD             NJGS
 DF7152  HISTORY     - 20120308 GOOD             BOSWEL
 DF7152  HISTORY     - 20200327 GOOD             LANGAN
 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 COUNTY ROUTE 510, COLUMBIA ROAD AND AIRPORT ROAD (THE
 DF7152'ENTRANCE ROAD TO THE MORRISTOWN MUNICIPAL AIRPORT (MMU)  THE STATION
 DF7152'IS SET FLUSH IN A DRILL HOLE IN THE NORTH END OF A LARGE CONCRETE
 DF7152'CULVERT AT THE JUNCTION.
 DF7152'
 DF7152'TO REACH THE STATION FROM EXIT 37 OF INTERSTATE HIGHWAY 287, GO EAST
 DF7152'ON STATE ROUTE 24 FOR 1.7 MI TO EXIT 2B (COUNTY ROAD 510) TOWARD
 DF7152'FLORHAM PARK, PASS UNDER ROUTE 24 TO THE TRAFFIC LIGHT LEADING TO THE
 DF7152'AIRPORT ON THE LEFT, TURN LEFT TO THE 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 NORTH CURBLINE OF ROUTE 510 EXTENDED, 11 FT
 DF7152'SOUTH OG A POLE WITH NO NUMBER, 39.5 FT NORTHWEST OF POLE NUMBER
 DF7152'JC8099FP, 43 FT SOUTH OF POLE NUMBER JC8024EHT.
 DF7152
 DF7152                          STATION RECOVERY (2010)
 DF7152
 DF7152'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DF7152'RECOVERED IN GOOD CONDITION.
 DF7152
 DF7152                          STATION RECOVERY (2012)
 DF7152
 DF7152'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DF7152'RECOVERED IN GOOD CONDITION.
 DF7152'
 DF7152'NOTE-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF BOONTON,
 DF7152'4.1 MI (6.6 KM) NORTH-NORTHWEST OF CHATHAM AND 3.1 MI (5.0 KM) EAST OF
 DF7152'MORRISTOWN.
 DF7152
 DF7152                          STATION RECOVERY (2012)
 DF7152
 DF7152'RECOVERY NOTE BY BOSWELL ENGINEERING 2012 (AB)
 DF7152'RECOVERED IN GOOD CONDITION.
 DF7152
 DF7152                          STATION RECOVERY (2020)
 DF7152
 DF7152'RECOVERY NOTE BY LANGAN ENGINEERING 2020 (DA)
 DF7152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7146 ***********************************************************************
 DF7146  DESIGNATION -  14 J 2
 DF7146  PID         -  DF7146
 DF7146  STATE/COUNTY-  NJ/MORRIS
 DF7146  COUNTRY     -  US
 DF7146  USGS QUAD   -  STANHOPE (2016)
 DF7146
 DF7146                         *CURRENT SURVEY CONTROL
 DF7146  ______________________________________________________________________
 DF7146* NAD 83(1986) POSITION- 40 53 52.     (N) 074 39 48.     (W)   SCALED
 DF7146* NAVD 88 ORTHO HEIGHT -   264.743 (meters)      868.58  (feet) ADJUSTED
 DF7146  ______________________________________________________________________
 DF7146  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 DF7146  DYNAMIC HEIGHT  -        264.621 (meters)      868.18  (feet) COMP
 DF7146  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 DF7146
 DF7146  VERT ORDER      -  SECOND    CLASS II
 DF7146
 DF7146.The horizontal coordinates were scaled from a map and have
 DF7146.an estimated accuracy of +/- 6 seconds.
 DF7146
 DF7146.The orthometric height was determined by differential leveling and
 DF7146.adjusted by the NATIONAL GEODETIC SURVEY
 DF7146.in March 2005.
 DF7146
 DF7146.No vertical observational check was made to the station.
 DF7146
 DF7146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7146.GEOID18 height accuracy estimate available here.
 DF7146
 DF7146.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL283274(NAD 83)
 DF7146
 DF7146                          SUPERSEDED SURVEY CONTROL
 DF7146
 DF7146.No superseded survey control is available for this station.
 DF7146
 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  HISTORY     - 20080323 MARK NOT FOUND   GEOCAC
 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 A CONCRETE BAUSTRADE WALL FOR A CULVERT ON THE
 DF7146'NORTHWEST SIDE OF SHIPPENPORT ROAD.  THE STATION IS ABOUT 0.2 MI NORTH
 DF7146'NORTHEAST OF THE RAILROAD BRIDGE OVER SHIPPENPORT ROAD.
 DF7146'
 DF7146'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7146'STATE HIGHWAY 183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND
 DF7146'STATE ROUTE 183, JUST SOUTH OF THE BOROUGH OF NETCONG,  GO 0.4 MI
 DF7146'NORTH ON STATE ROUTE 183 TO THE JUNCTION WITH US HIGHWAY 46 AT THE
 DF7146'CIRCLE, CONTINUE STRAIGHT AHEAD, NORTH ON STATE 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 GO 2.3 MI EAST-NORTHEAST ON ALLEN STREET/CENTER
 DF7146'STREET TO THE JUNCTION WITH LAKESIDE BOULEVARD (COUNTY ROAD 631)
 DF7146'TURN RIGHT AND GO ABOUT 0.4 MI SOUTH TO THE JUNCTION WITH SHIPPENPORT
 DF7146'ROAD ON THE RIGHT, TURN RIGHT AND GO 0.4 MI SOUTH ON SHIPPENPORT ROAD
 DF7146'TO 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 SHIPPENPORT ROAD,  40.0 M NORTHWEST OF THE NORTHWEST
 DF7146'CORNER OF BUILDING (2 STORY BUSINESS) NUMBER 151 SHIPPENPORT ROAD.
 DF7146'THE STATION IS ABOUT 0.75 M ABOVE THE LEVEL OF THE PAVING.
 DF7146
 DF7146                          STATION RECOVERY (2008)
 DF7146
 DF7146'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7146'ROAD WORK HAS BEEN DONE ON SHIPPENPORT ROAD. THE CULVERT ON THE
 DF7146'NORTHWEST SIDE OF THE ROAD HAS BEEN REBUILT.  THERE IS NO BALUSTRADE
 DF7146'WALL.  NO PART OF THE CULVERT RISES ABOVE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7153 ***********************************************************************
 DF7153  DESIGNATION -  14 K 11
 DF7153  PID         -  DF7153
 DF7153  STATE/COUNTY-  NJ/MORRIS
 DF7153  COUNTRY     -  US
 DF7153  USGS QUAD   -  MORRISTOWN (2016)
 DF7153
 DF7153                         *CURRENT SURVEY CONTROL
 DF7153  ______________________________________________________________________
 DF7153* NAD 83(1986) POSITION- 40 47 45.     (N) 074 25 28.     (W)   SCALED
 DF7153* NAVD 88 ORTHO HEIGHT -    56.831 (meters)      186.45  (feet) ADJUSTED
 DF7153  ______________________________________________________________________
 DF7153  GEOID HEIGHT    -        -32.806 (meters)                     GEOID18
 DF7153  DYNAMIC HEIGHT  -         56.806 (meters)      186.37  (feet) COMP
 DF7153  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 DF7153
 DF7153  VERT ORDER      -  SECOND    CLASS II
 DF7153
 DF7153.The horizontal coordinates were scaled from a map and have
 DF7153.an estimated accuracy of +/- 6 seconds.
 DF7153
 DF7153.The orthometric height was determined by differential leveling and
 DF7153.adjusted by the NATIONAL GEODETIC SURVEY
 DF7153.in March 2005.
 DF7153
 DF7153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7153.GEOID18 height accuracy estimate available here.
 DF7153
 DF7153.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL485162(NAD 83)
 DF7153
 DF7153                          SUPERSEDED SURVEY CONTROL
 DF7153
 DF7153.No superseded survey control is available for this station.
 DF7153
 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 - July 01, 2020
 DF7153
 DF7153  HISTORY     - Date     Condition        Report By
 DF7153  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7153  HISTORY     - 20100405 GOOD             NJGS
 DF7153  HISTORY     - 20200701 GOOD             LANGAN
 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
 DF7153                          STATION RECOVERY (2010)
 DF7153
 DF7153'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DF7153'RECOVERED IN GOOD CONDITION.
 DF7153
 DF7153                          STATION RECOVERY (2020)
 DF7153
 DF7153'RECOVERY NOTE BY LANGAN ENGINEERING 2020 (DA)
 DF7153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7156 ***********************************************************************
 DF7156  DESIGNATION -  14 K 2
 DF7156  PID         -  DF7156
 DF7156  STATE/COUNTY-  NJ/MORRIS
 DF7156  COUNTRY     -  US
 DF7156  USGS QUAD   -  MORRISTOWN (2016)
 DF7156
 DF7156                         *CURRENT SURVEY CONTROL
 DF7156  ______________________________________________________________________
 DF7156* NAD 83(1986) POSITION- 40 47 18.26   (N) 074 26 00.34   (W)   HD_HELD1
 DF7156* NAVD 88 ORTHO HEIGHT -    97.068 (meters)      318.46  (feet) ADJUSTED
 DF7156  ______________________________________________________________________
 DF7156  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 DF7156  DYNAMIC HEIGHT  -         97.026 (meters)      318.33  (feet) COMP
 DF7156  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 DF7156
 DF7156  VERT ORDER      -  SECOND    CLASS II
 DF7156
 DF7156.The horizontal coordinates were determined by differentially corrected
 DF7156.hand held GPS observations or other comparable positioning techniques
 DF7156.and have an estimated accuracy of +/- 3 meters.
 DF7156
 DF7156.The orthometric height was determined by differential leveling and
 DF7156.adjusted by the NATIONAL GEODETIC SURVEY
 DF7156.in March 2005.
 DF7156
 DF7156.No vertical observational check was made to the station.
 DF7156
 DF7156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7156.GEOID18 height accuracy estimate available here.
 DF7156
 DF7156.Click photographs - Photos may exist for this station.
 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       -   217,054.1     155,618.4     MT  (+/- 3 meters HH1 GPS) 
 DF7156
 DF7156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4780115422(NAD 83)
 DF7156
 DF7156                          SUPERSEDED SURVEY CONTROL
 DF7156
 DF7156.No superseded survey control is available for this station.
 DF7156
 DF7156_MARKER: DD = SURVEY DISK
 DF7156_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 - April 05, 2010
 DF7156
 DF7156  HISTORY     - Date     Condition        Report By
 DF7156  HISTORY     - 2002     MONUMENTED       NJGS
 DF7156  HISTORY     - 20021016 GOOD             NJGS
 DF7156  HISTORY     - 20080330 GOOD             GEOCAC
 DF7156  HISTORY     - 20100405 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
 DF7156                          STATION RECOVERY (2008)
 DF7156
 DF7156'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7156'RECOVERED IN GOOD CONDITION.
 DF7156
 DF7156                          STATION RECOVERY (2010)
 DF7156
 DF7156'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DF7156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7151 ***********************************************************************
 DF7151  DESIGNATION -  14 L 11
 DF7151  PID         -  DF7151
 DF7151  STATE/COUNTY-  NJ/MORRIS
 DF7151  COUNTRY     -  US
 DF7151  USGS QUAD   -  MORRISTOWN (2016)
 DF7151
 DF7151                         *CURRENT SURVEY CONTROL
 DF7151  ______________________________________________________________________
 DF7151* NAD 83(1986) POSITION- 40 47 35.48   (N) 074 26 01.83   (W)   HD_HELD1
 DF7151* NAVD 88 ORTHO HEIGHT -    85.824 (meters)      281.57  (feet) ADJUSTED
 DF7151  ______________________________________________________________________
 DF7151  GEOID HEIGHT    -        -32.817 (meters)                     GEOID18
 DF7151  DYNAMIC HEIGHT  -         85.787 (meters)      281.45  (feet) COMP
 DF7151  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 DF7151
 DF7151  VERT ORDER      -  SECOND    CLASS II
 DF7151
 DF7151.The horizontal coordinates were determined by differentially corrected
 DF7151.hand held GPS observations or other comparable positioning techniques
 DF7151.and have an estimated accuracy of +/- 3 meters.
 DF7151
 DF7151.The orthometric height was determined by differential leveling and
 DF7151.adjusted by the NATIONAL GEODETIC SURVEY
 DF7151.in March 2005.
 DF7151
 DF7151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7151.GEOID18 height accuracy estimate available here.
 DF7151
 DF7151.Click photographs - Photos may exist for this station.
 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       -   217,585.2     155,583.0     MT  (+/- 3 meters HH1 GPS) 
 DF7151
 DF7151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4776315953(NAD 83)
 DF7151
 DF7151                          SUPERSEDED SURVEY CONTROL
 DF7151
 DF7151.No superseded survey control is available for this station.
 DF7151
 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 - March 11, 2012
 DF7151
 DF7151  HISTORY     - Date     Condition        Report By
 DF7151  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7151  HISTORY     - 20080330 GOOD             GEOCAC
 DF7151  HISTORY     - 20100405 GOOD             NJGS
 DF7151  HISTORY     - 20120311 GOOD             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                          STATION RECOVERY (2008)
 DF7151
 DF7151'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7151'RECOVERED IN GOOD CONDITION.
 DF7151
 DF7151                          STATION RECOVERY (2010)
 DF7151
 DF7151'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DF7151'RECOVERED IN GOOD CONDITION.
 DF7151
 DF7151                          STATION RECOVERY (2012)
 DF7151
 DF7151'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DF7151'RECOVERED IN GOOD CONDITION.
 DF7151'
 DF7151'NOTE-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF BOONTON,
 DF7151'4.5 MI (7.2 KM) NORTHWEST OF CHATHAM AND 2.5 MI (4.0 KM) EAST OF
 DF7151'MORRISTOWN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5233 ***********************************************************************
 DO5233  DESIGNATION -  14 L 2
 DO5233  PID         -  DO5233
 DO5233  STATE/COUNTY-  NJ/MORRIS
 DO5233  COUNTRY     -  US
 DO5233  USGS QUAD   -  MORRISTOWN (2016)
 DO5233
 DO5233                         *CURRENT SURVEY CONTROL
 DO5233  ______________________________________________________________________
 DO5233* NAD 83(1986) POSITION- 40 47 36.09   (N) 074 26 19.51   (W)   HD_HELD1
 DO5233* NAVD 88 ORTHO HEIGHT -   105.370 (meters)      345.70  (feet) ADJUSTED
 DO5233  ______________________________________________________________________
 DO5233  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 DO5233  DYNAMIC HEIGHT  -        105.324 (meters)      345.55  (feet) COMP
 DO5233  MODELED GRAVITY -    980,189.9   (mgal)                       NAVD 88
 DO5233
 DO5233  VERT ORDER      -  SECOND    CLASS II
 DO5233
 DO5233.The horizontal coordinates were determined by differentially corrected
 DO5233.hand held GPS observations or other comparable positioning techniques
 DO5233.and have an estimated accuracy of +/- 3 meters.
 DO5233
 DO5233.The orthometric height was determined by differential leveling and
 DO5233.adjusted by the NATIONAL GEODETIC SURVEY
 DO5233.in April 2013.
 DO5233
 DO5233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5233.GEOID18 height accuracy estimate available here.
 DO5233
 DO5233.Click photographs - Photos may exist for this station.
 DO5233
 DO5233.The dynamic height is computed by dividing the NAVD 88
 DO5233.geopotential number by the normal gravity value computed on the
 DO5233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5233.degrees latitude (g = 980.6199 gals.).
 DO5233
 DO5233.The modeled gravity was interpolated from observed gravity values.
 DO5233
 DO5233;                    North         East    Units  Estimated Accuracy
 DO5233;SPC NJ       -   217,603.7     155,168.6     MT  (+/- 3 meters HH1 GPS) 
 DO5233
 DO5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4734815969(NAD 83)
 DO5233
 DO5233                          SUPERSEDED SURVEY CONTROL
 DO5233
 DO5233.No superseded survey control is available for this station.
 DO5233
 DO5233_MARKER: DD = SURVEY DISK
 DO5233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO5233_SP_SET: UTILITY CHAMBER
 DO5233_STAMPING: 14 L 2 2012
 DO5233_MARK LOGO: NJGS
 DO5233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5233+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 DO5233
 DO5233  HISTORY     - Date     Condition        Report By
 DO5233  HISTORY     - 20120301 MONUMENTED       NJGS
 DO5233
 DO5233                          STATION DESCRIPTION
 DO5233
 DO5233'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DO5233'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF
 DO5233'BOONTON, 4.6 MI (7.4 KM) NORTHWEST OF CHATHAM AND 2.3 MI (3.7 KM) EAST
 DO5233'OF MORRISTOWN.
 DO5233'
 DO5233'THE STATION IS LOCATED IN MORRIS TOWNSHIP ON THE SOUTHWEST SIDE OF
 DO5233'COLUMBIA ROAD, COUNTY ROAD 510, ON THE GROUNDS OF THE HONEYWELL
 DO5233'CORPORATION.  THE STATION IS SET FLUSH IN A DRILL HOLE AT THE
 DO5233'NORTHEAST CORNER OF A RECTANGULAR CONCRETE UTILITY CHAMBER THAT IS SET
 DO5233'FLUSH WITH THE GROUND.
 DO5233'
 DO5233'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBIA ROAD, COUNTY
 DO5233'ROAD 510 AND PARK AVENUE, COUNTY ROAD 623, GO NORTHWEST ON COLUMBIA
 DO5233'ROAD FOR 0.28 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DO5233'
 DO5233'THE STATION IS 55.1 FT (16.8 M) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DO5233'COLUMBIA ROAD, 115.5 FT (35.2 M) SOUTHEAST FROM THE CENTERLINE
 DO5233'EXTENDED OF LOHMAN ROAD ON THE NORTHEAST SIDE OF COLUMBIA ROAD AND
 DO5233'13.7 FT (4.2 M) NORTHEAST FROM THE CENTER OF A 3.0 FT (0.9 M) SQUARE
 DO5233'METAL ACCESS DOOR WITH AN INVERTED PIPE ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6899 ***********************************************************************
 KV6899  DESIGNATION -  14 M 1
 KV6899  PID         -  KV6899
 KV6899  STATE/COUNTY-  NJ/MORRIS
 KV6899  COUNTRY     -  US
 KV6899  USGS QUAD   -  POMPTON PLAINS (2016)
 KV6899
 KV6899                         *CURRENT SURVEY CONTROL
 KV6899  ______________________________________________________________________
 KV6899* NAD 83(2011) POSITION- 40 53 31.98212(N) 074 21 33.58517(W)   ADJUSTED
 KV6899* NAD 83(2011) ELLIP HT-    37.482 (meters)        (06/27/12)   ADJUSTED
 KV6899* NAD 83(2011) EPOCH   -  2010.00
 KV6899* NAVD 88 ORTHO HEIGHT -    70.1   (meters)      230.    (feet) GPS OBS
 KV6899  ______________________________________________________________________
 KV6899  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6899  GEOID HEIGHT    -        -32.820 (meters)                     GEOID93
 KV6899  GEOID HEIGHT    -        -32.572 (meters)                     GEOID18
 KV6899  NAD 83(2011) X  -  1,301,770.413 (meters)                     COMP
 KV6899  NAD 83(2011) Y  - -4,649,672.520 (meters)                     COMP
 KV6899  NAD 83(2011) Z  -  4,153,406.798 (meters)                     COMP
 KV6899  LAPLACE CORR    -          2.55  (seconds)                    DEFLEC18
 KV6899
 KV6899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6899  Standards:
 KV6899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6899  -------------------------------------------------------------------
 KV6899  NETWORK    0.73   0.96           0.27   0.32   0.49     -0.02044370
 KV6899  -------------------------------------------------------------------
 KV6899  Click here for local accuracies and other accuracy information.
 KV6899
 KV6899.The horizontal coordinates were established by GPS observations
 KV6899.and adjusted by the National Geodetic Survey in June 2012.
 KV6899
 KV6899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6899.been affixed to the stable North American tectonic plate. See 
 KV6899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6899
 KV6899.The horizontal coordinates are valid at the epoch date displayed above
 KV6899.which is a decimal equivalence of Year/Month/Day.
 KV6899
 KV6899.The orthometric height was determined by GPS observations and a
 KV6899.high-resolution geoid model.
 KV6899
 KV6899.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6899.GEOID18 height accuracy estimate available here.
 KV6899
 KV6899.Click photographs - Photos may exist for this station.
 KV6899
 KV6899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6899
 KV6899.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6899
 KV6899.The ellipsoidal height was determined by GPS observations
 KV6899.and is referenced to NAD 83.
 KV6899
 KV6899. The following values were computed from the NAD 83(2011) position.
 KV6899
 KV6899;                    North         East     Units Scale Factor Converg.
 KV6899;SPC NJ       -   228,588.704   161,853.438   MT  0.99990173   +0 05 31.5
 KV6899;SPC NJ       -   749,961.44    531,014.15   sFT  0.99990173   +0 05 31.5
 KV6899;UTM  18      - 4,526,989.800   553,969.235   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5396926989(NAD 83)
 KV6899
 KV6899                          SUPERSEDED SURVEY CONTROL
 KV6899
 KV6899  NAD 83(2007)-  40 53 31.98230(N)    074 21 33.58595(W) AD(2002.00) 0
 KV6899  ELLIP H (02/10/07)   37.496  (m)                       GP(2002.00)    
 KV6899  ELLIP H (10/23/02)   37.484  (m)                       GP(       ) 4 1
 KV6899  NAD 83(1996)-  40 53 31.98254(N)    074 21 33.58632(W) AD(       ) 1
 KV6899  ELLIP H (05/14/99)   37.505  (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
 KV6899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6899.See file dsdata.pdf to determine how the superseded data were derived.
 KV6899
 KV6899_MARKER: DD = SURVEY DISK
 KV6899_SETTING: 66 = SET IN ROCK OUTCROP
 KV6899_STAMPING: 14 M 1 1992
 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 - February 08, 2023
 KV6899
 KV6899  HISTORY     - Date     Condition        Report By
 KV6899  HISTORY     - 1992     MONUMENTED       NJGS
 KV6899  HISTORY     - 20070414 GOOD             GEOCAC
 KV6899  HISTORY     - 20140712 GOOD             GEOCAC
 KV6899  HISTORY     - 20140807 GOOD             BOSWEL
 KV6899  HISTORY     - 20191017 GOOD             NJGS
 KV6899  HISTORY     - 20230208 GOOD             AAAS
 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.
 KV6899
 KV6899                          STATION RECOVERY (2007)
 KV6899
 KV6899'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6899'RECOVERED IN GOOD CONDITION.
 KV6899
 KV6899                          STATION RECOVERY (2014)
 KV6899
 KV6899'RECOVERY NOTE BY GEOCACHING 2014 (APC)
 KV6899'RECOVERED IN GOOD CONDITION.
 KV6899
 KV6899                          STATION RECOVERY (2014)
 KV6899
 KV6899'RECOVERY NOTE BY BOSWELL ENGINEERING 2014 (AB)
 KV6899'RECOVERED IN GOOD CONDITION.
 KV6899
 KV6899                          STATION RECOVERY (2019)
 KV6899
 KV6899'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6899'RECOVERED IN GOOD CONDITION.
 KV6899
 KV6899                          STATION RECOVERY (2023)
 KV6899
 KV6899'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 KV6899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7150 ***********************************************************************
 DF7150  DESIGNATION -  14 M 11
 DF7150  PID         -  DF7150
 DF7150  STATE/COUNTY-  NJ/MORRIS
 DF7150  COUNTRY     -  US
 DF7150  USGS QUAD   -  MORRISTOWN (2016)
 DF7150
 DF7150                         *CURRENT SURVEY CONTROL
 DF7150  ______________________________________________________________________
 DF7150* NAD 83(1986) POSITION- 40 48 11.65   (N) 074 25 59.41   (W)   HD_HELD1
 DF7150* NAVD 88 ORTHO HEIGHT -    69.971 (meters)      229.56  (feet) ADJUSTED
 DF7150  ______________________________________________________________________
 DF7150  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 DF7150  DYNAMIC HEIGHT  -         69.941 (meters)      229.46  (feet) COMP
 DF7150  MODELED GRAVITY -    980,191.3   (mgal)                       NAVD 88
 DF7150
 DF7150  VERT ORDER      -  SECOND    CLASS II
 DF7150
 DF7150.The horizontal coordinates were determined by differentially corrected
 DF7150.hand held GPS observations or other comparable positioning techniques
 DF7150.and have an estimated accuracy of +/- 3 meters.
 DF7150
 DF7150.The orthometric height was determined by differential leveling and
 DF7150.adjusted by the NATIONAL GEODETIC SURVEY
 DF7150.in March 2005.
 DF7150
 DF7150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7150.GEOID18 height accuracy estimate available here.
 DF7150
 DF7150.Click photographs - Photos may exist for this station.
 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       -   218,700.9     155,638.9     MT  (+/- 3 meters HH1 GPS) 
 DF7150
 DF7150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4781217069(NAD 83)
 DF7150
 DF7150                          SUPERSEDED SURVEY CONTROL
 DF7150
 DF7150.No superseded survey control is available for this station.
 DF7150
 DF7150_MARKER: DD = SURVEY DISK
 DF7150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF7150_SP_SET: BRIDGE SIDEWALK
 DF7150_STAMPING: 14 M 11 2002
 DF7150_MARK LOGO: NJGS
 DF7150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7150+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2020
 DF7150
 DF7150  HISTORY     - Date     Condition        Report By
 DF7150  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7150  HISTORY     - 20080330 GOOD             GEOCAC
 DF7150  HISTORY     - 20100405 GOOD             NJGS
 DF7150  HISTORY     - 20200701 GOOD             LANGAN
 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 ROAD 623, FROM ITS JUNCTION WITH COLUMBIA
 DF7150'TURNPIKE, COUNTY ROAD 510 TO THE STATION ON THE RIGHT.
 DF7150'
 DF7150'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE SIDEWALK OF THE PARK
 DF7150'AVENUE BRIDGE SPANNING HUMPHERY'S BROOK, ABOUT 37.0 M SOUTH OF THE
 DF7150'CENTERLINE OF 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 CENTER OF AN INLET, 4.1 M NORTH NORTHWEST OF THE
 DF7150'CENTER OF AN INLET.
 DF7150
 DF7150                          STATION RECOVERY (2008)
 DF7150
 DF7150'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7150'RECOVERED IN GOOD CONDITION.
 DF7150
 DF7150                          STATION RECOVERY (2010)
 DF7150
 DF7150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DF7150'RECOVERED IN GOOD CONDITION.
 DF7150
 DF7150                          STATION RECOVERY (2020)
 DF7150
 DF7150'RECOVERY NOTE BY LANGAN ENGINEERING 2020 (DA)
 DF7150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5234 ***********************************************************************
 DO5234  DESIGNATION -  14 M 2
 DO5234  PID         -  DO5234
 DO5234  STATE/COUNTY-  NJ/MORRIS
 DO5234  COUNTRY     -  US
 DO5234  USGS QUAD   -  MORRISTOWN (2016)
 DO5234
 DO5234                         *CURRENT SURVEY CONTROL
 DO5234  ______________________________________________________________________
 DO5234* NAD 83(1986) POSITION- 40 47 41.00   (N) 074 26 53.74   (W)   HD_HELD1
 DO5234* NAVD 88 ORTHO HEIGHT -   122.622 (meters)      402.30  (feet) ADJUSTED
 DO5234  ______________________________________________________________________
 DO5234  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 DO5234  DYNAMIC HEIGHT  -        122.569 (meters)      402.13  (feet) COMP
 DO5234  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 DO5234
 DO5234  VERT ORDER      -  SECOND    CLASS II
 DO5234
 DO5234.The horizontal coordinates were determined by differentially corrected
 DO5234.hand held GPS observations or other comparable positioning techniques
 DO5234.and have an estimated accuracy of +/- 3 meters.
 DO5234
 DO5234.The orthometric height was determined by differential leveling and
 DO5234.adjusted by the NATIONAL GEODETIC SURVEY
 DO5234.in April 2013.
 DO5234
 DO5234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5234.GEOID18 height accuracy estimate available here.
 DO5234
 DO5234.Click photographs - Photos may exist for this station.
 DO5234
 DO5234.The dynamic height is computed by dividing the NAVD 88
 DO5234.geopotential number by the normal gravity value computed on the
 DO5234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5234.degrees latitude (g = 980.6199 gals.).
 DO5234
 DO5234.The modeled gravity was interpolated from observed gravity values.
 DO5234
 DO5234;                    North         East    Units  Estimated Accuracy
 DO5234;SPC NJ       -   217,754.6     154,366.1     MT  (+/- 3 meters HH1 GPS) 
 DO5234
 DO5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4654516116(NAD 83)
 DO5234
 DO5234                          SUPERSEDED SURVEY CONTROL
 DO5234
 DO5234.No superseded survey control is available for this station.
 DO5234
 DO5234_MARKER: DD = SURVEY DISK
 DO5234_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5234_SP_SET: UTILITY BOX
 DO5234_STAMPING: 14 M 2 2012
 DO5234_MARK LOGO: NJGS
 DO5234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5234+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 DO5234
 DO5234  HISTORY     - Date     Condition        Report By
 DO5234  HISTORY     - 20120301 MONUMENTED       NJGS
 DO5234
 DO5234                          STATION DESCRIPTION
 DO5234
 DO5234'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5234'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF
 DO5234'BOONTON, 5.0 MI (8.0 KM) NORTHWEST OF CHATHAM AND 1.8 MI (2.9 KM) EAST
 DO5234'OF MORRISTOWN.
 DO5234'
 DO5234'THE STATION IS LOCATED IN MORRIS TOWNSHIP AT THE SOUTHWEST CORNER OF
 DO5234'THE CROSSROADS INTERSECTION OF COLUMBIA ROAD (COUNTY ROAD 510) AND
 DO5234'NORMANDY PARKWAY.
 DO5234'
 DO5234'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE NORTHWEST CORNER OF A
 DO5234'RECTANGULAR NEW JERSEY DEPARTMENT OF TRANSPORTATION CONCRETE UTILITY
 DO5234'BOX, SET FLUSH IN THE CENTER OF A TRIANGULAR CONCRETE TRAFFIC ISLAND.
 DO5234'
 DO5234'THE STATION IS 7.9 FT (2.4 M) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DO5234'COLUMBIA ROAD, 11.7 FT (3.6 M) WEST FROM A TRAFFIC LIGHT POLE ON THE
 DO5234'NORTHEAST SIDE OF THE TRAFFIC ISLAND AND 26.7 FT (8.1 M) NORTHEAST
 DO5234'FROM THE SOUTHWEST NOSE OF THE TRAFFIC ISLAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6900 ***********************************************************************
 KV6900  DESIGNATION -  14 N 1
 KV6900  PID         -  KV6900
 KV6900  STATE/COUNTY-  NJ/MORRIS
 KV6900  COUNTRY     -  US
 KV6900  USGS QUAD   -  MENDHAM (2019)
 KV6900
 KV6900                         *CURRENT SURVEY CONTROL
 KV6900  ______________________________________________________________________
 KV6900* NAD 83(2011) POSITION- 40 45 49.14759(N) 074 30 17.04821(W)   ADJUSTED
 KV6900* NAD 83(2011) ELLIP HT-    60.532 (meters)        (06/27/12)   ADJUSTED
 KV6900* NAD 83(2011) EPOCH   -  2010.00
 KV6900* NAVD 88 ORTHO HEIGHT -    93.4   (meters)      306.    (feet) GPS OBS
 KV6900  ______________________________________________________________________
 KV6900  NAVD 88 orthometric height was determined with geoid model    GEOID09
 KV6900  GEOID HEIGHT    -        -32.899 (meters)                     GEOID09
 KV6900  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 KV6900  NAD 83(2011) X  -  1,292,464.619 (meters)                     COMP
 KV6900  NAD 83(2011) Y  - -4,661,973.107 (meters)                     COMP
 KV6900  NAD 83(2011) Z  -  4,142,618.541 (meters)                     COMP
 KV6900  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 KV6900
 KV6900  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6900  Standards:
 KV6900         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6900            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6900  -------------------------------------------------------------------
 KV6900  NETWORK    0.78   1.43           0.33   0.31   0.73     -0.02484162
 KV6900  -------------------------------------------------------------------
 KV6900  Click here for local accuracies and other accuracy information.
 KV6900
 KV6900.The horizontal coordinates were established by GPS observations
 KV6900.and adjusted by the National Geodetic Survey in June 2012.
 KV6900
 KV6900.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6900.been affixed to the stable North American tectonic plate. See 
 KV6900.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6900
 KV6900.The horizontal coordinates are valid at the epoch date displayed above
 KV6900.which is a decimal equivalence of Year/Month/Day.
 KV6900
 KV6900.The orthometric height was determined by GPS observations and a
 KV6900.high-resolution geoid model.
 KV6900
 KV6900.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6900.GEOID18 height accuracy estimate available here.
 KV6900
 KV6900.Click photographs - Photos may exist for this station.
 KV6900
 KV6900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6900
 KV6900.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6900
 KV6900.The ellipsoidal height was determined by GPS observations
 KV6900.and is referenced to NAD 83.
 KV6900
 KV6900. The following values were computed from the NAD 83(2011) position.
 KV6900
 KV6900;                    North         East     Units Scale Factor Converg.
 KV6900;SPC NJ       -   214,303.383   149,600.188   MT  0.99990000   -0 00 11.1
 KV6900;SPC NJ       -   703,093.68    490,813.28   sFT  0.99990000   -0 00 11.1
 KV6900;UTM  18      - 4,512,638.707   541,801.003   MT  0.99962151   +0 19 24.2
 KV6900
 KV6900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6900!SPC NJ       -   0.99999050  x   0.99990000  =   0.99989051
 KV6900!UTM  18      -   0.99999050  x   0.99962151  =   0.99961202
 KV6900
 KV6900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4180112638(NAD 83)
 KV6900
 KV6900                          SUPERSEDED SURVEY CONTROL
 KV6900
 KV6900  NAD 83(2007)-  40 45 49.14720(N)    074 30 17.04789(W) AD(2002.00) 0
 KV6900  ELLIP H (02/10/07)   60.551  (m)                       GP(2002.00)    
 KV6900  ELLIP H (10/23/02)   60.539  (m)                       GP(       ) 4 1
 KV6900  NAD 83(1996)-  40 45 49.14749(N)    074 30 17.04826(W) AD(       ) 1
 KV6900  ELLIP H (05/14/99)   60.561  (m)                       GP(       ) 4 1
 KV6900  NAD 83(1986)-  40 45 49.14622(N)    074 30 17.04936(W) AD(       ) 1
 KV6900  NAVD 88 (01/04/94)   93.5    (m)  GEOID93  model used  GPS OBS        
 KV6900
 KV6900.Superseded values are not recommended for survey control.
 KV6900
 KV6900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6900.See file dsdata.pdf to determine how the superseded data were derived.
 KV6900
 KV6900_MARKER: DD = SURVEY DISK
 KV6900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6900_SP_SET: BRIDGE SIDEWALK
 KV6900_STAMPING: 14 N 1 1992
 KV6900_MARK LOGO: NJGS
 KV6900_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6900+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 KV6900
 KV6900  HISTORY     - Date     Condition        Report By
 KV6900  HISTORY     - 1992     MONUMENTED       NJGS
 KV6900  HISTORY     - 19930120 GOOD
 KV6900  HISTORY     - 20060401 GOOD             B2A
 KV6900  HISTORY     - 20061119 GOOD             GEOCAC
 KV6900  HISTORY     - 20070912 GOOD             B2A
 KV6900  HISTORY     - 20100414 GOOD             BANC
 KV6900  HISTORY     - 20201019 GOOD             NJGS
 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.
 KV6900
 KV6900                          STATION RECOVERY (2006)
 KV6900
 KV6900'RECOVERY NOTE BY B2A CONSULTANTS 2006 (ARD)
 KV6900'RECOVERED AS DESCRIBED.  (ARD)
 KV6900
 KV6900                          STATION RECOVERY (2006)
 KV6900
 KV6900'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV6900'STATION IS LOCATED IN HARDING TOWNSHIP, NOT MORRIS TOWNSHIP.
 KV6900
 KV6900                          STATION RECOVERY (2007)
 KV6900
 KV6900'RECOVERY NOTE BY B2A CONSULTANTS 2007 (BRB)
 KV6900'BRIDGE FLEXES VERTICALY AND MAY AFFECT RESULTS. PARKING IS RESTRICTED
 KV6900'AND A 4 X 4 MAY PULL ONTO THE SIDEWALK. IT WOULD BE ADVISABLE TO USE A
 KV6900'SU GREATER THAN 2 METERS TO CLEAR THE CHAIN LINK SECURITY FENCE
 KV6900'4'AWAY.
 KV6900
 KV6900                          STATION RECOVERY (2010)
 KV6900
 KV6900'RECOVERY NOTE BY BANC 3 2010 (APP)
 KV6900'RECOVERED IN GOOD CONDITION.
 KV6900
 KV6900                          STATION RECOVERY (2020)
 KV6900
 KV6900'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV6900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7149 ***********************************************************************
 DF7149  DESIGNATION -  14 N 11
 DF7149  PID         -  DF7149
 DF7149  STATE/COUNTY-  NJ/MORRIS
 DF7149  COUNTRY     -  US
 DF7149  USGS QUAD   -  MORRISTOWN (2016)
 DF7149
 DF7149                         *CURRENT SURVEY CONTROL
 DF7149  ______________________________________________________________________
 DF7149* NAD 83(1986) POSITION- 40 48 47.42   (N) 074 25 25.82   (W)   HD_HELD1
 DF7149* NAVD 88 ORTHO HEIGHT -    74.683 (meters)      245.02  (feet) ADJUSTED
 DF7149  ______________________________________________________________________
 DF7149  GEOID HEIGHT    -        -32.780 (meters)                     GEOID18
 DF7149  DYNAMIC HEIGHT  -         74.650 (meters)      244.91  (feet) COMP
 DF7149  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 DF7149
 DF7149  VERT ORDER      -  SECOND    CLASS II
 DF7149
 DF7149.The horizontal coordinates were determined by differentially corrected
 DF7149.hand held GPS observations or other comparable positioning techniques
 DF7149.and have an estimated accuracy of +/- 3 meters.
 DF7149
 DF7149.The orthometric height was determined by differential leveling and
 DF7149.adjusted by the NATIONAL GEODETIC SURVEY
 DF7149.in March 2005.
 DF7149
 DF7149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7149.GEOID18 height accuracy estimate available here.
 DF7149
 DF7149.Click photographs - Photos may exist for this station.
 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       -   219,804.8     156,425.2     MT  (+/- 3 meters HH1 GPS) 
 DF7149
 DF7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4859218177(NAD 83)
 DF7149
 DF7149                          SUPERSEDED SURVEY CONTROL
 DF7149
 DF7149.No superseded survey control is available for this station.
 DF7149
 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 - April 05, 2010
 DF7149
 DF7149  HISTORY     - Date     Condition        Report By
 DF7149  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7149  HISTORY     - 20080316 GOOD             GEOCAC
 DF7149  HISTORY     - 20100405 GOOD             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                          STATION RECOVERY (2008)
 DF7149
 DF7149'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7149'A NEW ADDITION HAS BEEN ADDED TO THE SCHOOL.  DESCRIPTION ADEQUATE.
 DF7149
 DF7149                          STATION RECOVERY (2010)
 DF7149
 DF7149'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DF7149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5235 ***********************************************************************
 DO5235  DESIGNATION -  14 N 2
 DO5235  PID         -  DO5235
 DO5235  STATE/COUNTY-  NJ/MORRIS
 DO5235  COUNTRY     -  US
 DO5235  USGS QUAD   -  MORRISTOWN (2016)
 DO5235
 DO5235                         *CURRENT SURVEY CONTROL
 DO5235  ______________________________________________________________________
 DO5235* NAD 83(1986) POSITION- 40 47 21.19   (N) 074 27 26.22   (W)   HD_HELD1
 DO5235* NAVD 88 ORTHO HEIGHT -   113.814 (meters)      373.40  (feet) ADJUSTED
 DO5235  ______________________________________________________________________
 DO5235  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 DO5235  DYNAMIC HEIGHT  -        113.764 (meters)      373.24  (feet) COMP
 DO5235  MODELED GRAVITY -    980,188.1   (mgal)                       NAVD 88
 DO5235
 DO5235  VERT ORDER      -  SECOND    CLASS II
 DO5235
 DO5235.The horizontal coordinates were determined by differentially corrected
 DO5235.hand held GPS observations or other comparable positioning techniques
 DO5235.and have an estimated accuracy of +/- 3 meters.
 DO5235
 DO5235.The orthometric height was determined by differential leveling and
 DO5235.adjusted by the NATIONAL GEODETIC SURVEY
 DO5235.in April 2013.
 DO5235
 DO5235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5235.GEOID18 height accuracy estimate available here.
 DO5235
 DO5235.Click photographs - Photos may exist for this station.
 DO5235
 DO5235.The dynamic height is computed by dividing the NAVD 88
 DO5235.geopotential number by the normal gravity value computed on the
 DO5235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5235.degrees latitude (g = 980.6199 gals.).
 DO5235
 DO5235.The modeled gravity was interpolated from observed gravity values.
 DO5235
 DO5235;                    North         East    Units  Estimated Accuracy
 DO5235;SPC NJ       -   217,143.2     153,605.0     MT  (+/- 3 meters HH1 GPS) 
 DO5235
 DO5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4578815500(NAD 83)
 DO5235
 DO5235                          SUPERSEDED SURVEY CONTROL
 DO5235
 DO5235.No superseded survey control is available for this station.
 DO5235
 DO5235_MARKER: DD = SURVEY DISK
 DO5235_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5235_SP_SET: UTILITY BOX
 DO5235_STAMPING: 14 N 2 2012
 DO5235_MARK LOGO: NJGS
 DO5235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5235+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2015
 DO5235
 DO5235  HISTORY     - Date     Condition        Report By
 DO5235  HISTORY     - 20120301 MONUMENTED       NJGS
 DO5235  HISTORY     - 20151027 GOOD             INDIV
 DO5235
 DO5235                          STATION DESCRIPTION
 DO5235
 DO5235'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5235'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF MENDHAM, 5.1 MI
 DO5235'(8.2 KM) NORTHWEST OF CHATHAM AND 1.4 MI (2.3 KM) EAST-SOUTHEAST OF
 DO5235'MORRISTOWN.
 DO5235'
 DO5235'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN AT THE Y-JUNCTION OF
 DO5235'MADISON AVENUE (STATE HIGHWAY 124) AND NORMANDY PARKWAY.
 DO5235'
 DO5235'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE NORTHWEST CORNER OF A
 DO5235'RECTANGULAR NEW JERSEY DEPARTMENT OF TRANSPORTATION CONCRETE UTILITY
 DO5235'BOX IN A TRIANGULAR CONCRETE TRAFFIC ISLAND.
 DO5235'
 DO5235'THE STATION IS 10.8 FT (3.3 M) SOUTH FROM THE SOUTH CURB OF MADISON
 DO5235'AVENUE, 12.7 FT (3.9 M) NORTH FROM THE NORTH CURB OF MADISON AVENUE
 DO5235'AND 2.3 FT (0.7 M) WEST-NORTHWEST FROM A TRAFFIC LIGHT POLE.
 DO5235
 DO5235                          STATION RECOVERY (2015)
 DO5235
 DO5235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 DO5235'UTILITY LINE INSTALLATION (TRENCH REPAIR OBSERVED), CAUSED MINOR
 DO5235'DAMAGE TO EDGE OF MARKER AND CORNER OF UTILITY BOX. ELEVATION MAY NOT
 DO5235'BE TO MILLIMETER ACCURACY. OVERALL, UTILITY BOX SEEMS UNDISTURBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2912 ***********************************************************************
 LY2912  DESIGNATION -  14 P 1
 LY2912  PID         -  LY2912
 LY2912  STATE/COUNTY-  NJ/MORRIS
 LY2912  COUNTRY     -  US
 LY2912  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2912
 LY2912                         *CURRENT SURVEY CONTROL
 LY2912  ______________________________________________________________________
 LY2912* NAD 83(2011) POSITION- 41 02 57.58762(N) 074 26 38.04509(W)   ADJUSTED
 LY2912* NAD 83(2011) ELLIP HT-   204.325 (meters)        (06/27/12)   ADJUSTED
 LY2912* NAD 83(2011) EPOCH   -  2010.00
 LY2912* NAVD 88 ORTHO HEIGHT -   236.7   (meters)      777.    (feet) GPS OBS
 LY2912  ______________________________________________________________________
 LY2912  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2912  GEOID HEIGHT    -        -32.630 (meters)                     GEOID93
 LY2912  GEOID HEIGHT    -        -32.330 (meters)                     GEOID18
 LY2912  NAD 83(2011) X  -  1,291,871.480 (meters)                     COMP
 LY2912  NAD 83(2011) Y  - -4,640,689.050 (meters)                     COMP
 LY2912  NAD 83(2011) Z  -  4,166,690.361 (meters)                     COMP
 LY2912  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 LY2912
 LY2912  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2912  Standards:
 LY2912         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2912            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2912  -------------------------------------------------------------------
 LY2912  NETWORK    0.44   0.94           0.20   0.15   0.48      0.08083698
 LY2912  -------------------------------------------------------------------
 LY2912  Click here for local accuracies and other accuracy information.
 LY2912
 LY2912.The horizontal coordinates were established by GPS observations
 LY2912.and adjusted by the National Geodetic Survey in June 2012.
 LY2912
 LY2912.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2912.been affixed to the stable North American tectonic plate. See 
 LY2912.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2912
 LY2912.The horizontal coordinates are valid at the epoch date displayed above
 LY2912.which is a decimal equivalence of Year/Month/Day.
 LY2912
 LY2912.The orthometric height was determined by GPS observations and a
 LY2912.high-resolution geoid model.
 LY2912
 LY2912.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2912.GEOID18 height accuracy estimate available here.
 LY2912
 LY2912.Click photographs - Photos may exist for this station.
 LY2912
 LY2912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2912
 LY2912.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2912
 LY2912.The ellipsoidal height was determined by GPS observations
 LY2912.and is referenced to NAD 83.
 LY2912
 LY2912. The following values were computed from the NAD 83(2011) position.
 LY2912
 LY2912;                    North         East     Units Scale Factor Converg.
 LY2912;SPC NJ       -   246,026.834   154,715.873   MT  0.99990027   +0 02 12.6
 LY2912;SPC NJ       -   807,173.04    507,596.99   sFT  0.99990027   +0 02 12.6
 LY2912;UTM  18      - 4,544,382.112   546,733.958   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4673344382(NAD 83)
 LY2912
 LY2912                          SUPERSEDED SURVEY CONTROL
 LY2912
 LY2912  NAD 83(2007)-  41 02 57.58786(N)    074 26 38.04598(W) AD(2002.00) 0
 LY2912  ELLIP H (02/10/07)  204.337  (m)                       GP(2002.00)    
 LY2912  ELLIP H (10/23/02)  204.317  (m)                       GP(       ) 4 1
 LY2912  NAD 83(1996)-  41 02 57.58804(N)    074 26 38.04562(W) AD(       ) 1
 LY2912  ELLIP H (05/14/99)  204.328  (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
 LY2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2912.See file dsdata.pdf to determine how the superseded data were derived.
 LY2912
 LY2912_MARKER: DD = SURVEY DISK
 LY2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2912_STAMPING: 14 P 1 1992
 LY2912_MARK LOGO: NJGS
 LY2912_PROJECTION: RECESSED 9 CENTIMETERS
 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 - May 27, 2020
 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  HISTORY     - 20200521 GOOD             NJGS
 LY2912  HISTORY     - 20200527 GOOD             NJGS
 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.
 LY2912
 LY2912                          STATION RECOVERY (2020)
 LY2912
 LY2912'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 LY2912'RECOVERED IN GOOD CONDITION.
 LY2912
 LY2912                          STATION RECOVERY (2020)
 LY2912
 LY2912'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY2912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7148 ***********************************************************************
 DF7148  DESIGNATION -  14 P 11
 DF7148  PID         -  DF7148
 DF7148  STATE/COUNTY-  NJ/MORRIS
 DF7148  COUNTRY     -  US
 DF7148  USGS QUAD   -  MORRISTOWN (2016)
 DF7148
 DF7148                         *CURRENT SURVEY CONTROL
 DF7148  ______________________________________________________________________
 DF7148* NAD 83(1986) POSITION- 40 49 17.     (N) 074 24 44.     (W)   SCALED
 DF7148* NAVD 88 ORTHO HEIGHT -    60.040 (meters)      196.98  (feet) ADJUSTED
 DF7148  ______________________________________________________________________
 DF7148  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 DF7148  DYNAMIC HEIGHT  -         60.014 (meters)      196.90  (feet) COMP
 DF7148  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 DF7148
 DF7148  VERT ORDER      -  SECOND    CLASS II
 DF7148
 DF7148.The horizontal coordinates were scaled from a map and have
 DF7148.an estimated accuracy of +/- 6 seconds.
 DF7148
 DF7148.The orthometric height was determined by differential leveling and
 DF7148.adjusted by the NATIONAL GEODETIC SURVEY
 DF7148.in March 2005.
 DF7148
 DF7148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7148.GEOID18 height accuracy estimate available here.
 DF7148
 DF7148.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL495190(NAD 83)
 DF7148
 DF7148                          SUPERSEDED SURVEY CONTROL
 DF7148
 DF7148.No superseded survey control is available for this station.
 DF7148
 DF7148_MARKER: DD = SURVEY DISK
 DF7148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF7148_SP_SET: BRIDGE BALUSTRADE BASE
 DF7148_STAMPING: 14 P 11 2002
 DF7148_MARK LOGO: NJGS
 DF7148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7148+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2010
 DF7148
 DF7148  HISTORY     - Date     Condition        Report By
 DF7148  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7148  HISTORY     - 20080316 GOOD             GEOCAC
 DF7148  HISTORY     - 20100405 GOOD             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                          STATION RECOVERY (2008)
 DF7148
 DF7148'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 DF7148'RECOVERED IN GOOD CONDITION.
 DF7148
 DF7148                          STATION RECOVERY (2010)
 DF7148
 DF7148'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DF7148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5236 ***********************************************************************
 DO5236  DESIGNATION -  14 P 2
 DO5236  PID         -  DO5236
 DO5236  STATE/COUNTY-  NJ/MORRIS
 DO5236  COUNTRY     -  US
 DO5236  USGS QUAD   -  MORRISTOWN (2016)
 DO5236
 DO5236                         *CURRENT SURVEY CONTROL
 DO5236  ______________________________________________________________________
 DO5236* NAD 83(1986) POSITION- 40 47 16.27   (N) 074 27 45.19   (W)   HD_HELD1
 DO5236* NAVD 88 ORTHO HEIGHT -   106.205 (meters)      348.44  (feet) ADJUSTED
 DO5236  ______________________________________________________________________
 DO5236  GEOID HEIGHT    -        -32.847 (meters)                     GEOID18
 DO5236  DYNAMIC HEIGHT  -        106.158 (meters)      348.29  (feet) COMP
 DO5236  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 DO5236
 DO5236  VERT ORDER      -  SECOND    CLASS II
 DO5236
 DO5236.The horizontal coordinates were determined by differentially corrected
 DO5236.hand held GPS observations or other comparable positioning techniques
 DO5236.and have an estimated accuracy of +/- 3 meters.
 DO5236
 DO5236.The orthometric height was determined by differential leveling and
 DO5236.adjusted by the NATIONAL GEODETIC SURVEY
 DO5236.in April 2013.
 DO5236
 DO5236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5236.GEOID18 height accuracy estimate available here.
 DO5236
 DO5236.Click photographs - Photos may exist for this station.
 DO5236
 DO5236.The dynamic height is computed by dividing the NAVD 88
 DO5236.geopotential number by the normal gravity value computed on the
 DO5236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5236.degrees latitude (g = 980.6199 gals.).
 DO5236
 DO5236.The modeled gravity was interpolated from observed gravity values.
 DO5236
 DO5236;                    North         East    Units  Estimated Accuracy
 DO5236;SPC NJ       -   216,991.3     153,160.4     MT  (+/- 3 meters HH1 GPS) 
 DO5236
 DO5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4534415346(NAD 83)
 DO5236
 DO5236                          SUPERSEDED SURVEY CONTROL
 DO5236
 DO5236.No superseded survey control is available for this station.
 DO5236
 DO5236_MARKER: DD = SURVEY DISK
 DO5236_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO5236_SP_SET: ELECTRICAL CABINET BASE
 DO5236_STAMPING: 14 P 2 2012
 DO5236_MARK LOGO: NJGS
 DO5236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO5236+STABILITY: SURFACE MOTION
 DO5236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5236+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2012
 DO5236
 DO5236  HISTORY     - Date     Condition        Report By
 DO5236  HISTORY     - 20120301 MONUMENTED       NJGS
 DO5236
 DO5236                          STATION DESCRIPTION
 DO5236
 DO5236'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5236'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF MENDHAM, 5.2 MI
 DO5236'(8.4 KM) NORTHWEST OF CHATHAM AND 1.2 MI (1.9 KM) EAST-SOUTHEAST OF
 DO5236'MORRISTOWN.
 DO5236'
 DO5236'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE SOUTH SIDE OF
 DO5236'MADISON AVENUE (STATE HIGHWAY 124) ON THE GROUNDS OF THE MORRISTOWN
 DO5236'MEMORIAL AMBULATORY CENTER, 111 MADISON AVENUE.
 DO5236'
 DO5236'TO REACH THE STATION FROM THE CROSSROADS INTERSECTION OF TURTLE ROAD
 DO5236'AND MADISON AVENUE, GO SOUTHWEST ON MADISON AVENUE FOR 0.14 MI (0.2
 DO5236'KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE AT THE
 DO5236'SOUTHWEST CORNER OF A SQUARE CONCRETE BASE FOR A 6 FT (1.8 M) HIGH
 DO5236'METAL CABINET FOR AN ELECTRICAL TRANSFORMER BELONGING TO THE FIRST
 DO5236'ENERGY CORPORATION, DIRECTLY IN FRONT OF THE ATLANTIC SPORTS HEALTH
 DO5236'FACILITY, A FOUR STORY CONCRETE AND GLASS STRUCTURE.
 DO5236'
 DO5236'THE STATION IS 3.9 FT (1.2 M) NORTHWEST FROM THE NORTHWEST CURB OF A
 DO5236'PAVED PARKING LOT ACCESS DRIVE IN FRONT OF THE ATLANTIC SPORTS HEALTH
 DO5236'FACILITY, 64.9 FT (19.8 M) SOUTH-SOUTHEAST FROM THE SOUTH CURB OF
 DO5236'MADISON AVENUE AND 78.9 FT (24.0 M) EAST FROM THE CENTER OF A PAVED
 DO5236'ACCESS DRIVE LEADING INTO THE HEALTH FACILITY PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2913 ***********************************************************************
 LY2913  DESIGNATION -  14 Q 1
 LY2913  PID         -  LY2913
 LY2913  STATE/COUNTY-  NJ/PASSAIC
 LY2913  COUNTRY     -  US
 LY2913  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2913
 LY2913                         *CURRENT SURVEY CONTROL
 LY2913  ______________________________________________________________________
 LY2913* NAD 83(2011) POSITION- 41 04 53.61065(N) 074 29 40.14542(W)   ADJUSTED
 LY2913* NAD 83(2011) ELLIP HT-   242.162 (meters)        (06/27/12)   ADJUSTED
 LY2913* NAD 83(2011) EPOCH   -  2010.00
 LY2913* NAVD 88 ORTHO HEIGHT -   274.5   (meters)      901.    (feet) GPS OBS
 LY2913  ______________________________________________________________________
 LY2913  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2913  GEOID HEIGHT    -        -32.640 (meters)                     GEOID93
 LY2913  GEOID HEIGHT    -        -32.336 (meters)                     GEOID18
 LY2913  NAD 83(2011) X  -  1,287,153.007 (meters)                     COMP
 LY2913  NAD 83(2011) Y  - -4,639,589.529 (meters)                     COMP
 LY2913  NAD 83(2011) Z  -  4,169,413.850 (meters)                     COMP
 LY2913  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 LY2913
 LY2913  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2913  Standards:
 LY2913         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2913            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2913  -------------------------------------------------------------------
 LY2913  NETWORK    0.42   0.92           0.19   0.15   0.47      0.08263728
 LY2913  -------------------------------------------------------------------
 LY2913  Click here for local accuracies and other accuracy information.
 LY2913
 LY2913.The horizontal coordinates were established by GPS observations
 LY2913.and adjusted by the National Geodetic Survey in June 2012.
 LY2913
 LY2913.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2913.been affixed to the stable North American tectonic plate. See 
 LY2913.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2913
 LY2913.The horizontal coordinates are valid at the epoch date displayed above
 LY2913.which is a decimal equivalence of Year/Month/Day.
 LY2913
 LY2913.The orthometric height was determined by GPS observations and a
 LY2913.high-resolution geoid model.
 LY2913
 LY2913.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2913.GEOID18 height accuracy estimate available here.
 LY2913
 LY2913.Click photographs - Photos may exist for this station.
 LY2913
 LY2913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2913
 LY2913.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2913
 LY2913.The ellipsoidal height was determined by GPS observations
 LY2913.and is referenced to NAD 83.
 LY2913
 LY2913. The following values were computed from the NAD 83(2011) position.
 LY2913
 LY2913;                    North         East     Units Scale Factor Converg.
 LY2913;SPC NJ       -   249,604.129   150,463.400   MT  0.99990000   +0 00 13.0
 LY2913;SPC NJ       -   818,909.55    493,645.34   sFT  0.99990000   +0 00 13.0
 LY2913;UTM  18      - 4,547,933.991   542,462.226   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4246247933(NAD 83)
 LY2913
 LY2913                          SUPERSEDED SURVEY CONTROL
 LY2913
 LY2913  NAD 83(2007)-  41 04 53.61089(N)    074 29 40.14632(W) AD(2002.00) 0
 LY2913  ELLIP H (02/10/07)  242.174  (m)                       GP(2002.00)    
 LY2913  ELLIP H (10/23/02)  242.153  (m)                       GP(       ) 4 1
 LY2913  NAD 83(1996)-  41 04 53.61103(N)    074 29 40.14603(W) AD(       ) 1
 LY2913  ELLIP H (05/14/99)  242.164  (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
 LY2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2913.See file dsdata.pdf to determine how the superseded data were derived.
 LY2913
 LY2913_MARKER: DD = SURVEY DISK
 LY2913_SETTING: 66 = SET 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 = JULY 24, 2026 22:12:30 EDT
 DO5237 ***********************************************************************
 DO5237  DESIGNATION -  14 Q 2
 DO5237  PID         -  DO5237
 DO5237  STATE/COUNTY-  NJ/MORRIS
 DO5237  COUNTRY     -  US
 DO5237  USGS QUAD   -  MORRISTOWN (2016)
 DO5237
 DO5237                         *CURRENT SURVEY CONTROL
 DO5237  ______________________________________________________________________
 DO5237* NAD 83(1986) POSITION- 40 47 18.65   (N) 074 28 07.60   (W)   HD_HELD1
 DO5237* NAVD 88 ORTHO HEIGHT -   104.772 (meters)      343.74  (feet) ADJUSTED
 DO5237  ______________________________________________________________________
 DO5237  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 DO5237  DYNAMIC HEIGHT  -        104.726 (meters)      343.59  (feet) COMP
 DO5237  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 DO5237
 DO5237  VERT ORDER      -  SECOND    CLASS II
 DO5237
 DO5237.The horizontal coordinates were determined by differentially corrected
 DO5237.hand held GPS observations or other comparable positioning techniques
 DO5237.and have an estimated accuracy of +/- 3 meters.
 DO5237
 DO5237.The orthometric height was determined by differential leveling and
 DO5237.adjusted by the NATIONAL GEODETIC SURVEY
 DO5237.in April 2013.
 DO5237
 DO5237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5237.GEOID18 height accuracy estimate available here.
 DO5237
 DO5237.Click photographs - Photos may exist for this station.
 DO5237
 DO5237.The dynamic height is computed by dividing the NAVD 88
 DO5237.geopotential number by the normal gravity value computed on the
 DO5237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5237.degrees latitude (g = 980.6199 gals.).
 DO5237
 DO5237.The modeled gravity was interpolated from observed gravity values.
 DO5237
 DO5237;                    North         East    Units  Estimated Accuracy
 DO5237;SPC NJ       -   217,064.5     152,635.0     MT  (+/- 3 meters HH1 GPS) 
 DO5237
 DO5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4481915416(NAD 83)
 DO5237
 DO5237                          SUPERSEDED SURVEY CONTROL
 DO5237
 DO5237.No superseded survey control is available for this station.
 DO5237
 DO5237_MARKER: DD = SURVEY DISK
 DO5237_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO5237_SP_SET: BRIDGE ABUTMENT BACK WALL
 DO5237_STAMPING: 14 Q 2 2012
 DO5237_MARK LOGO: NJGS
 DO5237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5237+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 DO5237
 DO5237  HISTORY     - Date     Condition        Report By
 DO5237  HISTORY     - 20120306 MONUMENTED       NJGS
 DO5237
 DO5237                          STATION DESCRIPTION
 DO5237
 DO5237'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5237'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF MENDHAM, 5.5 MI
 DO5237'(8.8 KM) NORTHWEST OF CHATHAM AND 0.9 MI (1.4 KM) SOUTHEAST OF
 DO5237'MORRISTOWN.
 DO5237'
 DO5237'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE NORTH SIDE OF
 DO5237'MADISON AVENUE (STATE HIGHWAY 124).
 DO5237'
 DO5237'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DO5237'CORNER ABUTMENT BACK WALL OF THE BRIDGE CARRYING MADISON AVENUE (STATE
 DO5237'HIGHWAY 124) OVER INTERSTATE HIGHWAY 287 (STRUCTURE NUMBER 1419174,
 DO5237'MILE POINT 0.77).
 DO5237'
 DO5237'THE STATION IS 1.7 FT (0.5 M) NORTH FROM THE NORTH CURB OF MADISON
 DO5237'AVENUE, 82.5 FT (25.1 M) WEST FROM THE CENTER OF THE ENTRANCE RAMP
 DO5237'LEADING TO THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 287, 97.9 FT
 DO5237'(29.8 M) EAST FROM THE CENTER OF THE BRIDGE AND 5.0 FT (1.5 M) SOUTH
 DO5237'FROM THE SOUTH FACE OF THE NORTH PARAPET WALL WITH A CURVED TOP CHAIN
 DO5237'LINK FENCE ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2914 ***********************************************************************
 LY2914  DESIGNATION -  14 R 1
 LY2914  PID         -  LY2914
 LY2914  STATE/COUNTY-  NJ/MORRIS
 LY2914  COUNTRY     -  US
 LY2914  USGS QUAD   -  FRANKLIN (2019)
 LY2914
 LY2914                         *CURRENT SURVEY CONTROL
 LY2914  ______________________________________________________________________
 LY2914* NAD 83(2011) POSITION- 41 00 59.80289(N) 074 33 03.60966(W)   ADJUSTED
 LY2914* NAD 83(2011) ELLIP HT-   258.597 (meters)        (06/27/12)   ADJUSTED
 LY2914* NAD 83(2011) EPOCH   -  2010.00
 LY2914* NAVD 88 ORTHO HEIGHT -   291.1   (meters)      955.    (feet) GPS OBS
 LY2914  ______________________________________________________________________
 LY2914  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2914  GEOID HEIGHT    -        -32.790 (meters)                     GEOID93
 LY2914  GEOID HEIGHT    -        -32.481 (meters)                     GEOID18
 LY2914  NAD 83(2011) X  -  1,283,840.869 (meters)                     COMP
 LY2914  NAD 83(2011) Y  - -4,645,434.508 (meters)                     COMP
 LY2914  NAD 83(2011) Z  -  4,163,985.040 (meters)                     COMP
 LY2914  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 LY2914
 LY2914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2914  Standards:
 LY2914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2914  -------------------------------------------------------------------
 LY2914  NETWORK    0.42   0.88           0.19   0.15   0.45      0.06948040
 LY2914  -------------------------------------------------------------------
 LY2914  Click here for local accuracies and other accuracy information.
 LY2914
 LY2914.The horizontal coordinates were established by GPS observations
 LY2914.and adjusted by the National Geodetic Survey in June 2012.
 LY2914
 LY2914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2914.been affixed to the stable North American tectonic plate. See 
 LY2914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2914
 LY2914.The horizontal coordinates are valid at the epoch date displayed above
 LY2914.which is a decimal equivalence of Year/Month/Day.
 LY2914
 LY2914.The orthometric height was determined by GPS observations and a
 LY2914.high-resolution geoid model.
 LY2914
 LY2914.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2914.GEOID18 height accuracy estimate available here.
 LY2914
 LY2914.Click photographs - Photos may exist for this station.
 LY2914
 LY2914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2914
 LY2914.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2914
 LY2914.The ellipsoidal height was determined by GPS observations
 LY2914.and is referenced to NAD 83.
 LY2914
 LY2914. The following values were computed from the NAD 83(2011) position.
 LY2914
 LY2914;                    North         East     Units Scale Factor Converg.
 LY2914;SPC NJ       -   242,393.454   145,710.386   MT  0.99990023   -0 02 00.5
 LY2914;SPC NJ       -   795,252.52    478,051.49   sFT  0.99990023   -0 02 00.5
 LY2914;UTM  18      - 4,540,698.223   537,751.934   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3775140698(NAD 83)
 LY2914
 LY2914                          SUPERSEDED SURVEY CONTROL
 LY2914
 LY2914  NAD 83(2007)-  41 00 59.80312(N)    074 33 03.61055(W) AD(2002.00) 0
 LY2914  ELLIP H (02/10/07)  258.608  (m)                       GP(2002.00)    
 LY2914  ELLIP H (10/23/02)  258.588  (m)                       GP(       ) 4 1
 LY2914  NAD 83(1996)-  41 00 59.80324(N)    074 33 03.61032(W) AD(       ) 1
 LY2914  ELLIP H (05/14/99)  258.598  (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
 LY2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2914.See file dsdata.pdf to determine how the superseded data were derived.
 LY2914
 LY2914_MARKER: DD = SURVEY DISK
 LY2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20110623 MARK NOT FOUND   JMT
 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.
 LY2914
 LY2914                          STATION RECOVERY (2011)
 LY2914
 LY2914'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2011 (PJM)
 LY2914'AREA APPEARS TO HAVE BEEN ALTERED BY GRADING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5239 ***********************************************************************
 DO5239  DESIGNATION -  14 R 2
 DO5239  PID         -  DO5239
 DO5239  STATE/COUNTY-  NJ/MORRIS
 DO5239  COUNTRY     -  US
 DO5239  USGS QUAD   -  MORRISTOWN (2016)
 DO5239
 DO5239                         *CURRENT SURVEY CONTROL
 DO5239  ______________________________________________________________________
 DO5239* NAD 83(1986) POSITION- 40 47 37.46   (N) 074 28 40.41   (W)   HD_HELD1
 DO5239* NAVD 88 ORTHO HEIGHT -   112.286 (meters)      368.39  (feet) ADJUSTED
 DO5239  ______________________________________________________________________
 DO5239  GEOID HEIGHT    -        -32.849 (meters)                     GEOID18
 DO5239  DYNAMIC HEIGHT  -        112.237 (meters)      368.23  (feet) COMP
 DO5239  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 DO5239
 DO5239  VERT ORDER      -  SECOND    CLASS II
 DO5239
 DO5239.The horizontal coordinates were determined by differentially corrected
 DO5239.hand held GPS observations or other comparable positioning techniques
 DO5239.and have an estimated accuracy of +/- 3 meters.
 DO5239
 DO5239.The orthometric height was determined by differential leveling and
 DO5239.adjusted by the NATIONAL GEODETIC SURVEY
 DO5239.in April 2013.
 DO5239
 DO5239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5239.GEOID18 height accuracy estimate available here.
 DO5239
 DO5239.Click photographs - Photos may exist for this station.
 DO5239
 DO5239.The dynamic height is computed by dividing the NAVD 88
 DO5239.geopotential number by the normal gravity value computed on the
 DO5239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5239.degrees latitude (g = 980.6199 gals.).
 DO5239
 DO5239.The modeled gravity was interpolated from observed gravity values.
 DO5239
 DO5239;                    North         East    Units  Estimated Accuracy
 DO5239;SPC NJ       -   217,644.4     151,865.7     MT  (+/- 3 meters HH1 GPS) 
 DO5239
 DO5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4404615991(NAD 83)
 DO5239
 DO5239                          SUPERSEDED SURVEY CONTROL
 DO5239
 DO5239.No superseded survey control is available for this station.
 DO5239
 DO5239_MARKER: DD = SURVEY DISK
 DO5239_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5239_SP_SET: UTILITY BOX BASE
 DO5239_STAMPING: 14 R 2 2012
 DO5239_MARK LOGO: NJGS
 DO5239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5239+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2019
 DO5239
 DO5239  HISTORY     - Date     Condition        Report By
 DO5239  HISTORY     - 20120306 MONUMENTED       NJGS
 DO5239  HISTORY     - 20190424 GOOD             DEWDAV
 DO5239
 DO5239                          STATION DESCRIPTION
 DO5239
 DO5239'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5239'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF MENDHAM, 6.1 MI
 DO5239'(9.8 KM) NORTHWEST OF CHATHAM.
 DO5239'
 DO5239'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE NORTHEAST SIDE
 DO5239'OF SOUTH STREET (STATE HIGHWAY 124).
 DO5239'
 DO5239'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE EAST CORNER OF A
 DO5239'RECTANGULAR CONCRETE BASE SUPPORTING A 4 FT (1.2 M) HIGH TRAFFIC
 DO5239'UTILITY EQUIPMENT BOX, OPPOSITE AND IN LINE WITH THE CENTERLINE OF THE
 DO5239'TEE INTERSECTION WITH MILLER ROAD.
 DO5239'
 DO5239'THE STATION IS 3.9 FT (1.2 M) NORTHEAST FROM THE NORTHEAST CURB OF
 DO5239'SOUTH STREET, 12.7 FT (3.9 M) SOUTHEAST FROM A FIRE HYDRANT, 9.0 FT
 DO5239'(2.7 M) NORTHWEST FROM A TRAFFIC LIGHT POLE AND 30.5 FT (9.3 M)
 DO5239'SOUTHEAST FROM A TRAFFIC LIGHT POLE.
 DO5239
 DO5239                          STATION RECOVERY (2019)
 DO5239
 DO5239'RECOVERY NOTE BY DEWBERRY DAVIS 2019 (KML)
 DO5239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7113 ***********************************************************************
 KV7113  DESIGNATION -  14 S 1
 KV7113  PID         -  KV7113
 KV7113  STATE/COUNTY-  NJ/MORRIS
 KV7113  COUNTRY     -  US
 KV7113  USGS QUAD   -  DOVER (2016)
 KV7113
 KV7113                         *CURRENT SURVEY CONTROL
 KV7113  ______________________________________________________________________
 KV7113* NAD 83(2011) POSITION- 40 55 06.43168(N) 074 35 07.82561(W)   ADJUSTED
 KV7113* NAD 83(2011) ELLIP HT-   179.510 (meters)        (06/27/12)   ADJUSTED
 KV7113* NAD 83(2011) EPOCH   -  2010.00
 KV7113* NAVD 88 ORTHO HEIGHT -   212.2   (meters)      696.    (feet) GPS OBS
 KV7113  ______________________________________________________________________
 KV7113  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7113  GEOID HEIGHT    -        -33.000 (meters)                     GEOID93
 KV7113  GEOID HEIGHT    -        -32.706 (meters)                     GEOID18
 KV7113  NAD 83(2011) X  -  1,282,926.929 (meters)                     COMP
 KV7113  NAD 83(2011) Y  - -4,653,039.328 (meters)                     COMP
 KV7113  NAD 83(2011) Z  -  4,155,701.885 (meters)                     COMP
 KV7113  LAPLACE CORR    -          2.59  (seconds)                    DEFLEC18
 KV7113
 KV7113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7113  Standards:
 KV7113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7113  -------------------------------------------------------------------
 KV7113  NETWORK    0.54   1.10           0.24   0.20   0.56      0.11520549
 KV7113  -------------------------------------------------------------------
 KV7113  Click here for local accuracies and other accuracy information.
 KV7113
 KV7113.The horizontal coordinates were established by GPS observations
 KV7113.and adjusted by the National Geodetic Survey in June 2012.
 KV7113
 KV7113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7113.been affixed to the stable North American tectonic plate. See 
 KV7113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7113
 KV7113.The horizontal coordinates are valid at the epoch date displayed above
 KV7113.which is a decimal equivalence of Year/Month/Day.
 KV7113
 KV7113.The orthometric height was determined by GPS observations and a
 KV7113.high-resolution geoid model.
 KV7113
 KV7113.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7113.GEOID18 height accuracy estimate available here.
 KV7113
 KV7113.Click photographs - Photos may exist for this station.
 KV7113
 KV7113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7113
 KV7113.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7113
 KV7113.The ellipsoidal height was determined by GPS observations
 KV7113.and is referenced to NAD 83.
 KV7113
 KV7113. The following values were computed from the NAD 83(2011) position.
 KV7113
 KV7113;                    North         East     Units Scale Factor Converg.
 KV7113;SPC NJ       -   231,495.969   142,797.704   MT  0.99990064   -0 03 21.6
 KV7113;SPC NJ       -   759,499.69    468,495.47   sFT  0.99990064   -0 03 21.6
 KV7113;UTM  18      - 4,529,787.353   534,902.459   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 40.8
 KV7113:UTM  18      -  14 T 1                                   128 44 01.8
 KV7113
 KV7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3490229787(NAD 83)
 KV7113
 KV7113|---------------------------------------------------------------------|
 KV7113| PID    Reference Object                     Distance      Geod. Az  |
 KV7113|                                                           dddmmss.s |
 KV7113| KV7114 14 T 1                              458.410 METERS 1290019.2 |
 KV7113|---------------------------------------------------------------------|
 KV7113
 KV7113                          SUPERSEDED SURVEY CONTROL
 KV7113
 KV7113  NAD 83(2007)-  40 55 06.43189(N)    074 35 07.82651(W) AD(2002.00) 0
 KV7113  ELLIP H (02/10/07)  179.523  (m)                       GP(2002.00)    
 KV7113  ELLIP H (10/23/02)  179.513  (m)                       GP(       ) 4 1
 KV7113  NAD 83(1996)-  40 55 06.43199(N)    074 35 07.82669(W) AD(       ) 1
 KV7113  ELLIP H (05/14/99)  179.518  (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
 KV7113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7113.See file dsdata.pdf to determine how the superseded data were derived.
 KV7113
 KV7113_MARKER: DD = SURVEY DISK
 KV7113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7113_STAMPING: 14 S 1 1993
 KV7113_MARK LOGO: NJGS
 KV7113_PROJECTION: FLUSH
 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 - October 01, 2019
 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  HISTORY     - 20110624 GOOD             JMT
 KV7113  HISTORY     - 20191001 GOOD             NJGS
 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.
 KV7113
 KV7113                          STATION RECOVERY (2011)
 KV7113
 KV7113'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2011 (PJM)
 KV7113'RECOVERED IN GOOD CONDITION.
 KV7113
 KV7113                          STATION RECOVERY (2019)
 KV7113
 KV7113'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV7113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5240 ***********************************************************************
 DO5240  DESIGNATION -  14 S 2
 DO5240  PID         -  DO5240
 DO5240  STATE/COUNTY-  NJ/MORRIS
 DO5240  COUNTRY     -  US
 DO5240  USGS QUAD   -  MORRISTOWN (2016)
 DO5240
 DO5240                         *CURRENT SURVEY CONTROL
 DO5240  ______________________________________________________________________
 DO5240* NAD 83(1986) POSITION- 40 47 47.52   (N) 074 28 53.59   (W)   HD_HELD1
 DO5240* NAVD 88 ORTHO HEIGHT -   113.733 (meters)      373.14  (feet) ADJUSTED
 DO5240  ______________________________________________________________________
 DO5240  GEOID HEIGHT    -        -32.846 (meters)                     GEOID18
 DO5240  DYNAMIC HEIGHT  -        113.683 (meters)      372.98  (feet) COMP
 DO5240  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 DO5240
 DO5240  VERT ORDER      -  SECOND    CLASS II
 DO5240
 DO5240.The horizontal coordinates were determined by differentially corrected
 DO5240.hand held GPS observations or other comparable positioning techniques
 DO5240.and have an estimated accuracy of +/- 3 meters.
 DO5240
 DO5240.The orthometric height was determined by differential leveling and
 DO5240.adjusted by the NATIONAL GEODETIC SURVEY
 DO5240.in April 2013.
 DO5240
 DO5240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5240.GEOID18 height accuracy estimate available here.
 DO5240
 DO5240.Click photographs - Photos may exist for this station.
 DO5240
 DO5240.The dynamic height is computed by dividing the NAVD 88
 DO5240.geopotential number by the normal gravity value computed on the
 DO5240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5240.degrees latitude (g = 980.6199 gals.).
 DO5240
 DO5240.The modeled gravity was interpolated from observed gravity values.
 DO5240
 DO5240;                    North         East    Units  Estimated Accuracy
 DO5240;SPC NJ       -   217,954.6     151,556.7     MT  (+/- 3 meters HH1 GPS) 
 DO5240
 DO5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4373616300(NAD 83)
 DO5240
 DO5240                          SUPERSEDED SURVEY CONTROL
 DO5240
 DO5240.No superseded survey control is available for this station.
 DO5240
 DO5240_MARKER: DD = SURVEY DISK
 DO5240_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5240_SP_SET: UTLIITY BOX BASE
 DO5240_STAMPING: 14 S 2 2012
 DO5240_MARK LOGO: NJGS
 DO5240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5240+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 DO5240
 DO5240  HISTORY     - Date     Condition        Report By
 DO5240  HISTORY     - 20120306 MONUMENTED       NJGS
 DO5240
 DO5240                          STATION DESCRIPTION
 DO5240
 DO5240'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5240'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-NORTHEAST OF
 DO5240'MENDHAM, 6.4 MI (10.3 KM) NORTHWEST OF CHATHAM.    THE STATION IS
 DO5240'LOCATED IN THE TOWN OF MORRISTOWN ON THE SOUTHWEST SIDE OF WEST PARK
 DO5240'PLACE (U.S. HIGHWAY 202), OPPOSITE AND ACROSS THE STREET FROM THE
 DO5240'MORRISTOWN GREENE, A LARGE AND HISTORIC MUNICIPAL PARK IN THE CENTER
 DO5240'OF TOWN.
 DO5240'
 DO5240'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE THE WEST CORNER OF A
 DO5240'RECTANGULAR NEW JERSEY DEPARTMENT OF TRANSPORTATION CONCRETE UTILITY
 DO5240'BOX AT THE SOUTHEAST CORNER OF THE TEE INTERSECTION OF WEST PARK PLACE
 DO5240'AND MARKET STREET (U.S. HIGHWAY 202).
 DO5240'
 DO5240'THE STATION IS 16.0 FT (4.9 M) EAST FROM THE EAST CURB OF MARKET
 DO5240'STREET, 6.0 FT (1.8 M) WEST FROM A METAL LAMP POST, 3.4 FT (1.0 M)
 DO5240'SOUTH FROM THE SOUTH CURB OF WEST PARK PLACE AND 20.3 FT (6.2 M)
 DO5240'NORTHEAST FROM A TRAFFIC SIGN (NO TURN ON RED) AT THE SOUTHEAST CORNER
 DO5240'OF THE T-INTERSECTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7114 ***********************************************************************
 KV7114  DESIGNATION -  14 T 1
 KV7114  PID         -  KV7114
 KV7114  STATE/COUNTY-  NJ/MORRIS
 KV7114  COUNTRY     -  US
 KV7114  USGS QUAD   -  DOVER (2016)
 KV7114
 KV7114                         *CURRENT SURVEY CONTROL
 KV7114  ______________________________________________________________________
 KV7114* NAD 83(2011) POSITION- 40 54 57.07840(N) 074 34 52.60271(W)   ADJUSTED
 KV7114* NAD 83(2011) ELLIP HT-   179.021 (meters)        (06/27/12)   ADJUSTED
 KV7114* NAD 83(2011) EPOCH   -  2010.00
 KV7114* NAVD 88 ORTHO HEIGHT -   211.7   (meters)      695.    (feet) GPS OBS
 KV7114  ______________________________________________________________________
 KV7114  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7114  GEOID HEIGHT    -        -33.000 (meters)                     GEOID93
 KV7114  GEOID HEIGHT    -        -32.705 (meters)                     GEOID18
 KV7114  NAD 83(2011) X  -  1,283,320.479 (meters)                     COMP
 KV7114  NAD 83(2011) Y  - -4,653,126.456 (meters)                     COMP
 KV7114  NAD 83(2011) Z  -  4,155,483.530 (meters)                     COMP
 KV7114  LAPLACE CORR    -          2.75  (seconds)                    DEFLEC18
 KV7114
 KV7114  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7114  Standards:
 KV7114         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7114            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7114  -------------------------------------------------------------------
 KV7114  NETWORK    0.59   1.14           0.25   0.23   0.58      0.07473684
 KV7114  -------------------------------------------------------------------
 KV7114  Click here for local accuracies and other accuracy information.
 KV7114
 KV7114.The horizontal coordinates were established by GPS observations
 KV7114.and adjusted by the National Geodetic Survey in June 2012.
 KV7114
 KV7114.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7114.been affixed to the stable North American tectonic plate. See 
 KV7114.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7114
 KV7114.The horizontal coordinates are valid at the epoch date displayed above
 KV7114.which is a decimal equivalence of Year/Month/Day.
 KV7114
 KV7114.The orthometric height was determined by GPS observations and a
 KV7114.high-resolution geoid model.
 KV7114
 KV7114.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7114.GEOID18 height accuracy estimate available here.
 KV7114
 KV7114.Click photographs - Photos may exist for this station.
 KV7114
 KV7114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7114
 KV7114.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7114
 KV7114.The ellipsoidal height was determined by GPS observations
 KV7114.and is referenced to NAD 83.
 KV7114
 KV7114. The following values were computed from the NAD 83(2011) position.
 KV7114
 KV7114;                    North         East     Units Scale Factor Converg.
 KV7114;SPC NJ       -   231,207.129   143,153.611   MT  0.99990058   -0 03 11.6
 KV7114;SPC NJ       -   758,552.06    469,663.14   sFT  0.99990058   -0 03 11.6
 KV7114;UTM  18      - 4,529,500.634   535,259.909   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 40.8
 KV7114:UTM  18      -  14 S 1                                   308 44 01.9
 KV7114
 KV7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3525929500(NAD 83)
 KV7114
 KV7114|---------------------------------------------------------------------|
 KV7114| PID    Reference Object                     Distance      Geod. Az  |
 KV7114|                                                           dddmmss.s |
 KV7114| KV7113 14 S 1                              458.410 METERS 3090029.2 |
 KV7114|---------------------------------------------------------------------|
 KV7114
 KV7114                          SUPERSEDED SURVEY CONTROL
 KV7114
 KV7114  NAD 83(2007)-  40 54 57.07860(N)    074 34 52.60360(W) AD(2002.00) 0
 KV7114  ELLIP H (02/10/07)  179.033  (m)                       GP(2002.00)    
 KV7114  ELLIP H (10/23/02)  179.023  (m)                       GP(       ) 4 1
 KV7114  NAD 83(1996)-  40 54 57.07872(N)    074 34 52.60379(W) AD(       ) 1
 KV7114  ELLIP H (05/14/99)  179.029  (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
 KV7114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7114.See file dsdata.pdf to determine how the superseded data were derived.
 KV7114
 KV7114_MARKER: DD = SURVEY DISK
 KV7114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DO5243 ***********************************************************************
 DO5243  DESIGNATION -  14 T 2
 DO5243  PID         -  DO5243
 DO5243  STATE/COUNTY-  NJ/MORRIS
 DO5243  COUNTRY     -  US
 DO5243  USGS QUAD   -  MORRISTOWN (2016)
 DO5243
 DO5243                         *CURRENT SURVEY CONTROL
 DO5243  ______________________________________________________________________
 DO5243* NAD 83(1986) POSITION- 40 47 48.88   (N) 074 29 00.86   (W)   HD_HELD1
 DO5243* NAVD 88 ORTHO HEIGHT -   116.249 (meters)      381.39  (feet) ADJUSTED
 DO5243  ______________________________________________________________________
 DO5243  GEOID HEIGHT    -        -32.846 (meters)                     GEOID18
 DO5243  DYNAMIC HEIGHT  -        116.198 (meters)      381.23  (feet) COMP
 DO5243  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 DO5243
 DO5243  VERT ORDER      -  SECOND    CLASS II
 DO5243
 DO5243.The horizontal coordinates were determined by differentially corrected
 DO5243.hand held GPS observations or other comparable positioning techniques
 DO5243.and have an estimated accuracy of +/- 3 meters.
 DO5243
 DO5243.The orthometric height was determined by differential leveling and
 DO5243.adjusted by the NATIONAL GEODETIC SURVEY
 DO5243.in April 2013.
 DO5243
 DO5243.No vertical observational check was made to the station.
 DO5243
 DO5243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5243.GEOID18 height accuracy estimate available here.
 DO5243
 DO5243.Click photographs - Photos may exist for this station.
 DO5243
 DO5243.The dynamic height is computed by dividing the NAVD 88
 DO5243.geopotential number by the normal gravity value computed on the
 DO5243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5243.degrees latitude (g = 980.6199 gals.).
 DO5243
 DO5243.The modeled gravity was interpolated from observed gravity values.
 DO5243
 DO5243;                    North         East    Units  Estimated Accuracy
 DO5243;SPC NJ       -   217,996.5     151,386.2     MT  (+/- 3 meters HH1 GPS) 
 DO5243
 DO5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4356516340(NAD 83)
 DO5243
 DO5243                          SUPERSEDED SURVEY CONTROL
 DO5243
 DO5243.No superseded survey control is available for this station.
 DO5243
 DO5243_MARKER: DD = SURVEY DISK
 DO5243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO5243_SP_SET: RETAINING WALL
 DO5243_STAMPING: 14 T 2 2012
 DO5243_MARK LOGO: NJGS
 DO5243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO5243+STABILITY: SURFACE MOTION
 DO5243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5243+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 DO5243
 DO5243  HISTORY     - Date     Condition        Report By
 DO5243  HISTORY     - 20120306 MONUMENTED       NJGS
 DO5243  HISTORY     - 20260128 SEE DESCRIPTION  3DE
 DO5243
 DO5243                          STATION DESCRIPTION
 DO5243
 DO5243'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5243'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF CHATHAM,
 DO5243'6.3 MI (10.1 KM) EAST-NORTHEAST OF MENDHAM.
 DO5243'
 DO5243'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE NORTHWEST SIDE
 DO5243'OF SCHUYLER PLACE.
 DO5243'
 DO5243'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE TOP OF A VARIABLE
 DO5243'HEIGHT CONCRETE RETAINING WALL SEPARATING A NEWLY CONSTRUCTED COUNTY
 DO5243'OWNED PARKING LOT FROM A PAVED ACCESS DRIVE LEADING TO GARAGE DOOR
 DO5243'ACCESS TO THE COUNTY ADMINISTRATION AND RECORDS BUILDING, A SIX STORY
 DO5243'BRICK STRUCTURE LOCATED AT THE NORTHWEST CORNER OF THE T-INTERSECTION
 DO5243'OF SCHUYLER PLACE AND ANN STREET.
 DO5243'
 DO5243'THE STATION IS 26.1 FT (8.0 M) NORTHWEST FROM THE NORTHWEST CURB OF
 DO5243'SCHUYLER PLACE, 10.8 FT (3.3 M) NORTHEAST FROM THE CENTERLINE OF THE
 DO5243'ACCESS DRIVE, 31.1 FT (9.5 M) SOUTHWEST FROM THE CENTER OF THE EXIT
 DO5243'DRIVE LEADING FROM THE COUNTY OWNED PARKING LOT TO SCHUYLER PLACE AND
 DO5243'13.4 FT (4.1 M) NORTH FROM THE CENTER OF A DOUBLE INLET STORM DRAIN
 DO5243'GRATE SET FLUSH IN THE ACCESS DRIVE PAVING.
 DO5243
 DO5243                          STATION RECOVERY (2026)
 DO5243
 DO5243'RECOVERY NOTE BY 3D DESIGN AND ENGINEERING 2026 (JB)
 DO5243'MARK WILL BE DESTROYED WITH EXPANSION OF MORRIS COUNTY COURT HOUSE
 DO5243'LATER THIS YEAR (2026).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7115 ***********************************************************************
 KV7115  DESIGNATION -  14 U 1
 KV7115  PID         -  KV7115
 KV7115  STATE/COUNTY-  NJ/MORRIS
 KV7115  COUNTRY     -  US
 KV7115  USGS QUAD   -  DOVER (2016)
 KV7115
 KV7115                         *CURRENT SURVEY CONTROL
 KV7115  ______________________________________________________________________
 KV7115* NAD 83(2011) POSITION- 40 57 35.21669(N) 074 31 43.55360(W)   ADJUSTED
 KV7115* NAD 83(2011) ELLIP HT-   233.369 (meters)        (06/27/12)   ADJUSTED
 KV7115* NAD 83(2011) EPOCH   -  2010.00
 KV7115* NAVD 88 ORTHO HEIGHT -   265.9   (meters)      872.    (feet) GPS OBS
 KV7115  ______________________________________________________________________
 KV7115  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7115  GEOID HEIGHT    -        -32.850 (meters)                     GEOID93
 KV7115  GEOID HEIGHT    -        -32.552 (meters)                     GEOID18
 KV7115  NAD 83(2011) X  -  1,286,742.961 (meters)                     COMP
 KV7115  NAD 83(2011) Y  - -4,648,907.164 (meters)                     COMP
 KV7115  NAD 83(2011) Z  -  4,159,204.390 (meters)                     COMP
 KV7115  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 KV7115
 KV7115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7115  Standards:
 KV7115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7115  -------------------------------------------------------------------
 KV7115  NETWORK    0.48   0.96           0.21   0.18   0.49      0.13755614
 KV7115  -------------------------------------------------------------------
 KV7115  Click here for local accuracies and other accuracy information.
 KV7115
 KV7115.The horizontal coordinates were established by GPS observations
 KV7115.and adjusted by the National Geodetic Survey in June 2012.
 KV7115
 KV7115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7115.been affixed to the stable North American tectonic plate. See 
 KV7115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7115
 KV7115.The horizontal coordinates are valid at the epoch date displayed above
 KV7115.which is a decimal equivalence of Year/Month/Day.
 KV7115
 KV7115.The orthometric height was determined by GPS observations and a
 KV7115.high-resolution geoid model.
 KV7115
 KV7115.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7115.GEOID18 height accuracy estimate available here.
 KV7115
 KV7115.Click photographs - Photos may exist for this station.
 KV7115
 KV7115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7115
 KV7115.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7115
 KV7115.The ellipsoidal height was determined by GPS observations
 KV7115.and is referenced to NAD 83.
 KV7115
 KV7115. The following values were computed from the NAD 83(2011) position.
 KV7115
 KV7115;                    North         East     Units Scale Factor Converg.
 KV7115;SPC NJ       -   236,082.105   147,578.632   MT  0.99990007   -0 01 07.9
 KV7115;SPC NJ       -   774,546.04    484,180.90   sFT  0.99990007   -0 01 07.9
 KV7115;UTM  18      - 4,534,399.446   539,655.738   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3965534399(NAD 83)
 KV7115
 KV7115                          SUPERSEDED SURVEY CONTROL
 KV7115
 KV7115  NAD 83(2007)-  40 57 35.21690(N)    074 31 43.55447(W) AD(2002.00) 0
 KV7115  ELLIP H (02/10/07)  233.381  (m)                       GP(2002.00)    
 KV7115  ELLIP H (10/23/02)  233.366  (m)                       GP(       ) 4 1
 KV7115  NAD 83(1996)-  40 57 35.21702(N)    074 31 43.55450(W) AD(       ) 1
 KV7115  ELLIP H (05/14/99)  233.376  (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
 KV7115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7115.See file dsdata.pdf to determine how the superseded data were derived.
 KV7115
 KV7115_MARKER: DD = SURVEY DISK
 KV7115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7115_STAMPING: 14U1 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 - January 23, 2020
 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  HISTORY     - 20110624 GOOD             JMT
 KV7115  HISTORY     - 20200123 GOOD             NJGS
 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.
 KV7115
 KV7115                          STATION RECOVERY (2011)
 KV7115
 KV7115'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2011 (PJM)
 KV7115'RECOVERED IN GOOD CONDITION.
 KV7115
 KV7115                          STATION RECOVERY (2020)
 KV7115
 KV7115'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV7115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5244 ***********************************************************************
 DO5244  DESIGNATION -  14 U 2
 DO5244  PID         -  DO5244
 DO5244  STATE/COUNTY-  NJ/MORRIS
 DO5244  COUNTRY     -  US
 DO5244  USGS QUAD   -  MORRISTOWN (2016)
 DO5244
 DO5244                         *CURRENT SURVEY CONTROL
 DO5244  ______________________________________________________________________
 DO5244* NAD 83(1986) POSITION- 40 48 03.98   (N) 074 28 53.60   (W)   HD_HELD1
 DO5244* NAVD 88 ORTHO HEIGHT -   109.746 (meters)      360.06  (feet) ADJUSTED
 DO5244  ______________________________________________________________________
 DO5244  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 DO5244  DYNAMIC HEIGHT  -        109.699 (meters)      359.90  (feet) COMP
 DO5244  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 DO5244
 DO5244  VERT ORDER      -  SECOND    CLASS II
 DO5244
 DO5244.The horizontal coordinates were determined by differentially corrected
 DO5244.hand held GPS observations or other comparable positioning techniques
 DO5244.and have an estimated accuracy of +/- 3 meters.
 DO5244
 DO5244.The orthometric height was determined by differential leveling and
 DO5244.adjusted by the NATIONAL GEODETIC SURVEY
 DO5244.in April 2013.
 DO5244
 DO5244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5244.GEOID18 height accuracy estimate available here.
 DO5244
 DO5244.Click photographs - Photos may exist for this station.
 DO5244
 DO5244.The dynamic height is computed by dividing the NAVD 88
 DO5244.geopotential number by the normal gravity value computed on the
 DO5244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5244.degrees latitude (g = 980.6199 gals.).
 DO5244
 DO5244.The modeled gravity was interpolated from observed gravity values.
 DO5244
 DO5244;                    North         East    Units  Estimated Accuracy
 DO5244;SPC NJ       -   218,462.3     151,556.3     MT  (+/- 3 meters HH1 GPS) 
 DO5244
 DO5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4373216807(NAD 83)
 DO5244
 DO5244                          SUPERSEDED SURVEY CONTROL
 DO5244
 DO5244.No superseded survey control is available for this station.
 DO5244
 DO5244_MARKER: DD = SURVEY DISK
 DO5244_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5244_SP_SET: FLAGPOLES RETAINING WALL
 DO5244_STAMPING: 14 U 2 2012
 DO5244_MARK LOGO: NJGS
 DO5244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5244+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2016
 DO5244
 DO5244  HISTORY     - Date     Condition        Report By
 DO5244  HISTORY     - 20120304 MONUMENTED       NJGS
 DO5244  HISTORY     - 20160519 GOOD             BOSWEL
 DO5244
 DO5244                          STATION DESCRIPTION
 DO5244
 DO5244'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5244'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHWEST OF CHATHAM,
 DO5244'6.5 MI (10.5 KM) EAST-NORTHEAST OF MENDHAM.
 DO5244'
 DO5244'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE SOUTHEAST SIDE
 DO5244'OF SPEEDWELL AVENUE (U.S. HIGHWAY 202) AT THE REVERSE Y-JUNCTION WITH
 DO5244'SPRING STREET.
 DO5244'
 DO5244'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE SOUTHWEST CORNER OF A
 DO5244'LOW CONCRETE RETAINING WALL SURROUNDING THREE FLAGPOLES WITH AMERICAN
 DO5244'FLAGS AND TWO METAL LAMP POSTS.
 DO5244'
 DO5244'THE STATION IS 13.2 FT (4.0 M) SOUTHEAST FROM THE SOUTH CURB OF A
 DO5244'PAVED LANE CONNECTING SPEEDWELL AVENUE AND SPRING STREET, 15.6 FT (4.8
 DO5244'M) WEST FROM THE WESTERN MOST FLAGPOLE AND 29.4 FT (9.0 M) NORTHEAST
 DO5244'AND PERPENDICULAR TO AN 8.0 FT (2.4 M) CONCRETE WALL IN FRONT OF A
 DO5244'VERY TALL CONCRETE AND GLASS OFFICE BUILDING.
 DO5244'
 DO5244'THE STATION IS ABOUT 1 FT (0.3 M) ABOVE THE LEVEL OF A BRICK SIDEWALK
 DO5244'SURROUNDING THE FLAGPOLES.
 DO5244
 DO5244                          STATION RECOVERY (2016)
 DO5244
 DO5244'RECOVERY NOTE BY BOSWELL ENGINEERING 2016 (AB)
 DO5244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7116 ***********************************************************************
 KV7116  DESIGNATION -  14 V 1
 KV7116  PID         -  KV7116
 KV7116  STATE/COUNTY-  NJ/MORRIS
 KV7116  COUNTRY     -  US
 KV7116  USGS QUAD   -  BOONTON (2019)
 KV7116
 KV7116                         *CURRENT SURVEY CONTROL
 KV7116  ______________________________________________________________________
 KV7116* NAD 83(2011) POSITION- 40 58 36.44332(N) 074 29 27.03448(W)   ADJUSTED
 KV7116* NAD 83(2011) ELLIP HT-   258.195 (meters)        (06/27/12)   ADJUSTED
 KV7116* NAD 83(2011) EPOCH   -  2010.00
 KV7116* NAVD 88 ORTHO HEIGHT -   290.7   (meters)      954.    (feet) GPS OBS
 KV7116  ______________________________________________________________________
 KV7116  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7116  GEOID HEIGHT    -        -32.780 (meters)                     GEOID93
 KV7116  GEOID HEIGHT    -        -32.477 (meters)                     GEOID18
 KV7116  NAD 83(2011) X  -  1,289,493.501 (meters)                     COMP
 KV7116  NAD 83(2011) Y  - -4,646,879.278 (meters)                     COMP
 KV7116  NAD 83(2011) Z  -  4,160,646.848 (meters)                     COMP
 KV7116  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 KV7116
 KV7116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7116  Standards:
 KV7116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7116  -------------------------------------------------------------------
 KV7116  NETWORK    0.59   1.23           0.27   0.20   0.63      0.09163204
 KV7116  -------------------------------------------------------------------
 KV7116  Click here for local accuracies and other accuracy information.
 KV7116
 KV7116.The horizontal coordinates were established by GPS observations
 KV7116.and adjusted by the National Geodetic Survey in June 2012.
 KV7116
 KV7116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7116.been affixed to the stable North American tectonic plate. See 
 KV7116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7116
 KV7116.The horizontal coordinates are valid at the epoch date displayed above
 KV7116.which is a decimal equivalence of Year/Month/Day.
 KV7116
 KV7116.The orthometric height was determined by GPS observations and a
 KV7116.high-resolution geoid model.
 KV7116
 KV7116.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7116.GEOID18 height accuracy estimate available here.
 KV7116
 KV7116.Click photographs - Photos may exist for this station.
 KV7116
 KV7116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7116
 KV7116.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7116
 KV7116.The ellipsoidal height was determined by GPS observations
 KV7116.and is referenced to NAD 83.
 KV7116
 KV7116. The following values were computed from the NAD 83(2011) position.
 KV7116
 KV7116;                    North         East     Units Scale Factor Converg.
 KV7116;SPC NJ       -   237,970.286   150,770.627   MT  0.99990001   +0 00 21.6
 KV7116;SPC NJ       -   780,740.85    494,653.30   sFT  0.99990001   +0 00 21.6
 KV7116;UTM  18      - 4,536,305.327   542,835.989   MT  0.99962258   +0 20 02.0
 KV7116
 KV7116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7116!SPC NJ       -   0.99995950  x   0.99990001  =   0.99985952
 KV7116!UTM  18      -   0.99995950  x   0.99962258  =   0.99958210
 KV7116
 KV7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4283536305(NAD 83)
 KV7116
 KV7116                          SUPERSEDED SURVEY CONTROL
 KV7116
 KV7116  NAD 83(2007)-  40 58 36.44353(N)    074 29 27.03534(W) AD(2002.00) 0
 KV7116  ELLIP H (02/10/07)  258.208  (m)                       GP(2002.00)    
 KV7116  ELLIP H (10/23/02)  258.196  (m)                       GP(       ) 4 1
 KV7116  NAD 83(1996)-  40 58 36.44365(N)    074 29 27.03534(W) AD(       ) 1
 KV7116  ELLIP H (05/14/99)  258.210  (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
 KV7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7116.See file dsdata.pdf to determine how the superseded data were derived.
 KV7116
 KV7116_MARKER: DD = SURVEY DISK
 KV7116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DO5245 ***********************************************************************
 DO5245  DESIGNATION -  14 V 2
 DO5245  PID         -  DO5245
 DO5245  STATE/COUNTY-  NJ/MORRIS
 DO5245  COUNTRY     -  US
 DO5245  USGS QUAD   -  MORRISTOWN (2016)
 DO5245
 DO5245                         *CURRENT SURVEY CONTROL
 DO5245  ______________________________________________________________________
 DO5245* NAD 83(1986) POSITION- 40 48 46.78   (N) 074 28 48.68   (W)   HD_HELD1
 DO5245* NAVD 88 ORTHO HEIGHT -    97.807 (meters)      320.89  (feet) ADJUSTED
 DO5245  ______________________________________________________________________
 DO5245  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 DO5245  DYNAMIC HEIGHT  -         97.765 (meters)      320.75  (feet) COMP
 DO5245  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 DO5245
 DO5245  VERT ORDER      -  SECOND    CLASS II
 DO5245
 DO5245.The horizontal coordinates were determined by differentially corrected
 DO5245.hand held GPS observations or other comparable positioning techniques
 DO5245.and have an estimated accuracy of +/- 3 meters.
 DO5245
 DO5245.The orthometric height was determined by differential leveling and
 DO5245.adjusted by the NATIONAL GEODETIC SURVEY
 DO5245.in April 2013.
 DO5245
 DO5245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5245.GEOID18 height accuracy estimate available here.
 DO5245
 DO5245.Click photographs - Photos may exist for this station.
 DO5245
 DO5245.The dynamic height is computed by dividing the NAVD 88
 DO5245.geopotential number by the normal gravity value computed on the
 DO5245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5245.degrees latitude (g = 980.6199 gals.).
 DO5245
 DO5245.The modeled gravity was interpolated from observed gravity values.
 DO5245
 DO5245;                    North         East    Units  Estimated Accuracy
 DO5245;SPC NJ       -   219,782.5     151,671.3     MT  (+/- 3 meters HH1 GPS) 
 DO5245
 DO5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4384018127(NAD 83)
 DO5245
 DO5245                          SUPERSEDED SURVEY CONTROL
 DO5245
 DO5245.No superseded survey control is available for this station.
 DO5245
 DO5245_MARKER: DD = SURVEY DISK
 DO5245_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5245_SP_SET: UTILITY BOX BASE
 DO5245_STAMPING: 14 V 2 2012
 DO5245_MARK LOGO: NJGS
 DO5245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5245+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2012
 DO5245
 DO5245  HISTORY     - Date     Condition        Report By
 DO5245  HISTORY     - 20120311 MONUMENTED       NJGS
 DO5245
 DO5245                          STATION DESCRIPTION
 DO5245
 DO5245'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5245'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 DO5245'MENDHAM, 6.5 MI (10.5 KM) SOUTHEAST OF DOVER AND 1.1 MI (1.8 KM) NORTH
 DO5245'OF MORRISTOWN.
 DO5245'
 DO5245'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN AT THE NORTHEAST
 DO5245'CORNER OF THE T-INTERSECTION OF SPEEDWELL AVENUE (U.S. HIGHWAY 202)
 DO5245'AND CORY ROAD.
 DO5245'
 DO5245'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE EAST CORNER OF A
 DO5245'RECTANGULAR NEW JERSEY DEPARTMENT OF TRANSPORTATION CONCRETE
 DO5245'ELECTRICAL UTILITY BOX, JUST WEST FROM THE ENTRANCE DRIVE LEADING TO A
 DO5245'PAVED PARKING LOT FOR SPEEDWELL VILLAGE, AN HISTORIC COLONIAL SITE.
 DO5245'
 DO5245'THE STATION IS 30.8 FT (9.4 M) NORTH FROM THE CENTERLINE OF CORY ROAD,
 DO5245'19.9 FT (6.1 M) SOUTHEAST FROM AN ALUMINUM TRAFFIC LIGHT POLE AND 40.4
 DO5245'FT (12.3 M) WEST FROM THE CENTERLINE OF THE ENTRANCE DRIVE LEADING TO
 DO5245'THE PAVED PARKING LOT FOR SPEEDWELL VILLAGE.
 DO5245'
 DO5245'THE STATION IS ADJACENT TO SEVERAL RECTANGULAR ALUMINUM TRAFFIC
 DO5245'CONTROL BOXES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7117 ***********************************************************************
 KV7117  DESIGNATION -  14 W 1
 KV7117  PID         -  KV7117
 KV7117  STATE/COUNTY-  NJ/MORRIS
 KV7117  COUNTRY     -  US
 KV7117  USGS QUAD   -  DOVER (2016)
 KV7117
 KV7117                         *CURRENT SURVEY CONTROL
 KV7117  ______________________________________________________________________
 KV7117* NAD 83(2011) POSITION- 40 58 13.60221(N) 074 36 07.78859(W)   ADJUSTED
 KV7117* NAD 83(2011) ELLIP HT-   259.594 (meters)        (06/27/12)   ADJUSTED
 KV7117* NAD 83(2011) EPOCH   -  2010.00
 KV7117* NAVD 88 ORTHO HEIGHT -   292.2   (meters)      959.    (feet) GPS OBS
 KV7117  ______________________________________________________________________
 KV7117  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7117  GEOID HEIGHT    -        -32.930 (meters)                     GEOID93
 KV7117  GEOID HEIGHT    -        -32.619 (meters)                     GEOID18
 KV7117  NAD 83(2011) X  -  1,280,585.561 (meters)                     COMP
 KV7117  NAD 83(2011) Y  - -4,649,822.347 (meters)                     COMP
 KV7117  NAD 83(2011) Z  -  4,160,115.758 (meters)                     COMP
 KV7117  LAPLACE CORR    -          3.23  (seconds)                    DEFLEC18
 KV7117
 KV7117  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7117  Standards:
 KV7117         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7117            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7117  -------------------------------------------------------------------
 KV7117  NETWORK    0.51   1.02           0.23   0.18   0.52      0.10487538
 KV7117  -------------------------------------------------------------------
 KV7117  Click here for local accuracies and other accuracy information.
 KV7117
 KV7117.The horizontal coordinates were established by GPS observations
 KV7117.and adjusted by the National Geodetic Survey in June 2012.
 KV7117
 KV7117.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7117.been affixed to the stable North American tectonic plate. See 
 KV7117.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7117
 KV7117.The horizontal coordinates are valid at the epoch date displayed above
 KV7117.which is a decimal equivalence of Year/Month/Day.
 KV7117
 KV7117.The orthometric height was determined by GPS observations and a
 KV7117.high-resolution geoid model.
 KV7117
 KV7117.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7117.GEOID18 height accuracy estimate available here.
 KV7117
 KV7117.Click photographs - Photos may exist for this station.
 KV7117
 KV7117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7117
 KV7117.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7117
 KV7117.The ellipsoidal height was determined by GPS observations
 KV7117.and is referenced to NAD 83.
 KV7117
 KV7117. The following values were computed from the NAD 83(2011) position.
 KV7117
 KV7117;                    North         East     Units Scale Factor Converg.
 KV7117;SPC NJ       -   237,270.736   141,401.476   MT  0.99990091   -0 04 01.1
 KV7117;SPC NJ       -   778,445.74    463,914.68   sFT  0.99990091   -0 04 01.1
 KV7117;UTM  18      - 4,535,552.389   533,473.638   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3347335552(NAD 83)
 KV7117
 KV7117                          SUPERSEDED SURVEY CONTROL
 KV7117
 KV7117  NAD 83(2007)-  40 58 13.60243(N)    074 36 07.78949(W) AD(2002.00) 0
 KV7117  ELLIP H (02/10/07)  259.606  (m)                       GP(2002.00)    
 KV7117  ELLIP H (10/23/02)  259.589  (m)                       GP(       ) 4 1
 KV7117  NAD 83(1996)-  40 58 13.60252(N)    074 36 07.78954(W) AD(       ) 1
 KV7117  ELLIP H (05/14/99)  259.595  (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
 KV7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7117.See file dsdata.pdf to determine how the superseded data were derived.
 KV7117
 KV7117_MARKER: DD = SURVEY DISK
 KV7117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7117_STAMPING: 14W1 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 - June 24, 2011
 KV7117
 KV7117  HISTORY     - Date     Condition        Report By
 KV7117  HISTORY     - 1993     MONUMENTED       NJGS
 KV7117  HISTORY     - 19930914 GOOD             NJGS
 KV7117  HISTORY     - 20010411 GOOD             NJGS
 KV7117  HISTORY     - 20070324 GOOD             GEOCAC
 KV7117  HISTORY     - 20110624 GOOD             JMT
 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.
 KV7117
 KV7117                          STATION RECOVERY (2007)
 KV7117
 KV7117'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV7117'RECOVERED IN GOOD CONDITION.
 KV7117
 KV7117                          STATION RECOVERY (2011)
 KV7117
 KV7117'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2011 (PJM)
 KV7117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5246 ***********************************************************************
 DO5246  DESIGNATION -  14 W 2
 DO5246  PID         -  DO5246
 DO5246  STATE/COUNTY-  NJ/MORRIS
 DO5246  COUNTRY     -  US
 DO5246  USGS QUAD   -  MORRISTOWN (2016)
 DO5246
 DO5246                         *CURRENT SURVEY CONTROL
 DO5246  ______________________________________________________________________
 DO5246* NAD 83(1986) POSITION- 40 49 18.13   (N) 074 28 51.63   (W)   HD_HELD1
 DO5246* NAVD 88 ORTHO HEIGHT -   118.756 (meters)      389.62  (feet) ADJUSTED
 DO5246  ______________________________________________________________________
 DO5246  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 DO5246  DYNAMIC HEIGHT  -        118.705 (meters)      389.45  (feet) COMP
 DO5246  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 DO5246
 DO5246  VERT ORDER      -  SECOND    CLASS II
 DO5246
 DO5246.The horizontal coordinates were determined by differentially corrected
 DO5246.hand held GPS observations or other comparable positioning techniques
 DO5246.and have an estimated accuracy of +/- 3 meters.
 DO5246
 DO5246.The orthometric height was determined by differential leveling and
 DO5246.adjusted by the NATIONAL GEODETIC SURVEY
 DO5246.in April 2013.
 DO5246
 DO5246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5246.GEOID18 height accuracy estimate available here.
 DO5246
 DO5246.Click photographs - Photos may exist for this station.
 DO5246
 DO5246.The dynamic height is computed by dividing the NAVD 88
 DO5246.geopotential number by the normal gravity value computed on the
 DO5246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5246.degrees latitude (g = 980.6199 gals.).
 DO5246
 DO5246.The modeled gravity was interpolated from observed gravity values.
 DO5246
 DO5246;                    North         East    Units  Estimated Accuracy
 DO5246;SPC NJ       -   220,749.4     151,602.0     MT  (+/- 3 meters HH1 GPS) 
 DO5246
 DO5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4376519094(NAD 83)
 DO5246
 DO5246                          SUPERSEDED SURVEY CONTROL
 DO5246
 DO5246.No superseded survey control is available for this station.
 DO5246
 DO5246_MARKER: DD = SURVEY DISK
 DO5246_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO5246+WITH SETTING: PAVEMENT
 DO5246_SP_SET: SIGN BASE
 DO5246_STAMPING: 14 W 2 2012
 DO5246_MARK LOGO: NJGS
 DO5246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO5246+STABILITY: SURFACE MOTION
 DO5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5246+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2023
 DO5246
 DO5246  HISTORY     - Date     Condition        Report By
 DO5246  HISTORY     - 20120304 MONUMENTED       NJGS
 DO5246  HISTORY     - 20170104 GOOD             BOSWEL
 DO5246  HISTORY     - 20200102 GOOD             BOSWEL
 DO5246  HISTORY     - 20230208 GOOD             AAAS
 DO5246
 DO5246                          STATION DESCRIPTION
 DO5246
 DO5246'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5246'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF BOONTON,
 DO5246'6.1 MI (9.8 KM) SOUTHEAST OF DOVER AND 1.7 MI (2.7 KM) NORTH OF
 DO5246'MORRISTOWN.   THE STATION IS LOCATED IN MORRIS TOWNSHIP ON THE SOUTH
 DO5246'SIDE OF HANOVER AVENUE, JUST EAST FROM THE CROSSROADS INTERSECTION
 DO5246'WITH SPEEDWELL AVENUE (U.S. HIGHWAY 202).
 DO5246'
 DO5246'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE NORTHEAST CORNER OF A
 DO5246'2.5 FT (0.8 M) SQUARE CONCRETE BASE FOR A SIGN, HUNAN CHINESE ROOM
 DO5246'RESTAURANT, AT THE WEST EDGE OF A PAVED PARKING LOT, ADJACENT TO A BP
 DO5246'GASOLINE FILLING STATION.
 DO5246'
 DO5246'THE STATION IS 23.0 FT (7.0 M) SOUTH-SOUTHWEST FROM THE SOUTH CURB OF
 DO5246'HANOVER AVENUE, 20.3 FT (6.2 M) SOUTHWEST FROM WOOD UTILITY POLE
 DO5246'NUMBER 200 JC3 100 LS AND 32.0 FT (9.8 M) WEST FROM THE CENTER OF THE
 DO5246'ENTRANCE DRIVE LEADING INTO THE PAVED PARKING LOT.
 DO5246
 DO5246                          STATION RECOVERY (2017)
 DO5246
 DO5246'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (AB)
 DO5246'RECOVERED IN GOOD CONDITION.
 DO5246
 DO5246                          STATION RECOVERY (2020)
 DO5246
 DO5246'RECOVERY NOTE BY BOSWELL ENGINEERING 2020 (RRR)
 DO5246'RECOVERED IN GOOD CONDITION.
 DO5246
 DO5246                          STATION RECOVERY (2023)
 DO5246
 DO5246'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 DO5246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7118 ***********************************************************************
 KV7118  DESIGNATION -  14 X 1
 KV7118  PID         -  KV7118
 KV7118  STATE/COUNTY-  NJ/MORRIS
 KV7118  COUNTRY     -  US
 KV7118  USGS QUAD   -  BOONTON (2019)
 KV7118
 KV7118                         *CURRENT SURVEY CONTROL
 KV7118  ______________________________________________________________________
 KV7118* NAD 83(2011) POSITION- 40 56 21.14210(N) 074 25 32.66240(W)   ADJUSTED
 KV7118* NAD 83(2011) ELLIP HT-   126.580 (meters)        (06/27/12)   ADJUSTED
 KV7118* NAD 83(2011) EPOCH   -  2010.00
 KV7118* NAVD 88 ORTHO HEIGHT -   159.1   (meters)      522.    (feet) GPS OBS
 KV7118  ______________________________________________________________________
 KV7118  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7118  GEOID HEIGHT    -        -32.780 (meters)                     GEOID93
 KV7118  GEOID HEIGHT    -        -32.503 (meters)                     GEOID18
 KV7118  NAD 83(2011) X  -  1,295,480.667 (meters)                     COMP
 KV7118  NAD 83(2011) Y  - -4,647,950.886 (meters)                     COMP
 KV7118  NAD 83(2011) Z  -  4,157,408.478 (meters)                     COMP
 KV7118  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 KV7118
 KV7118  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7118  Standards:
 KV7118         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7118            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7118  -------------------------------------------------------------------
 KV7118  NETWORK    0.60   1.16           0.26   0.23   0.59      0.08091032
 KV7118  -------------------------------------------------------------------
 KV7118  Click here for local accuracies and other accuracy information.
 KV7118
 KV7118.The horizontal coordinates were established by GPS observations
 KV7118.and adjusted by the National Geodetic Survey in June 2012.
 KV7118
 KV7118.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7118.been affixed to the stable North American tectonic plate. See 
 KV7118.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7118
 KV7118.The horizontal coordinates are valid at the epoch date displayed above
 KV7118.which is a decimal equivalence of Year/Month/Day.
 KV7118
 KV7118.The orthometric height was determined by GPS observations and a
 KV7118.high-resolution geoid model.
 KV7118
 KV7118.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7118.GEOID18 height accuracy estimate available here.
 KV7118
 KV7118.Click photographs - Photos may exist for this station.
 KV7118
 KV7118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7118
 KV7118.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7118
 KV7118.The ellipsoidal height was determined by GPS observations
 KV7118.and is referenced to NAD 83.
 KV7118
 KV7118. The following values were computed from the NAD 83(2011) position.
 KV7118
 KV7118;                    North         East     Units Scale Factor Converg.
 KV7118;SPC NJ       -   233,799.535   156,253.028   MT  0.99990048   +0 02 55.2
 KV7118;SPC NJ       -   767,057.31    512,640.14   sFT  0.99990048   +0 02 55.2
 KV7118;UTM  18      - 4,532,167.143   548,340.647   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4834032167(NAD 83)
 KV7118
 KV7118                          SUPERSEDED SURVEY CONTROL
 KV7118
 KV7118  NAD 83(2007)-  40 56 21.14229(N)    074 25 32.66323(W) AD(2002.00) 0
 KV7118  ELLIP H (02/10/07)  126.594  (m)                       GP(2002.00)    
 KV7118  ELLIP H (10/23/02)  126.582  (m)                       GP(       ) 4 1
 KV7118  NAD 83(1996)-  40 56 21.14249(N)    074 25 32.66341(W) AD(       ) 1
 KV7118  ELLIP H (05/14/99)  126.600  (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
 KV7118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7118.See file dsdata.pdf to determine how the superseded data were derived.
 KV7118
 KV7118_MARKER: DD = SURVEY DISK
 KV7118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7118_STAMPING: 14 X 1 1993
 KV7118_MARK LOGO: NJGS
 KV7118_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 KV7118+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 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  HISTORY     - 20201015 GOOD             NJGS
 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.
 KV7118
 KV7118                          STATION RECOVERY (2020)
 KV7118
 KV7118'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV7118'THE MONUMENT IS SET UNDER A LARGE PINE TREE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5247 ***********************************************************************
 DO5247  DESIGNATION -  14 X 2
 DO5247  PID         -  DO5247
 DO5247  STATE/COUNTY-  NJ/MORRIS
 DO5247  COUNTRY     -  US
 DO5247  USGS QUAD   -  MORRISTOWN (2016)
 DO5247
 DO5247                         *CURRENT SURVEY CONTROL
 DO5247  ______________________________________________________________________
 DO5247* NAD 83(1986) POSITION- 40 47 13.11   (N) 074 27 17.12   (W)   HD_HELD1
 DO5247* NAVD 88 ORTHO HEIGHT -   114.216 (meters)      374.72  (feet) ADJUSTED
 DO5247  ______________________________________________________________________
 DO5247  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 DO5247  DYNAMIC HEIGHT  -        114.166 (meters)      374.56  (feet) COMP
 DO5247  MODELED GRAVITY -    980,188.1   (mgal)                       NAVD 88
 DO5247
 DO5247  VERT ORDER      -  SECOND    CLASS II
 DO5247
 DO5247.The horizontal coordinates were determined by differentially corrected
 DO5247.hand held GPS observations or other comparable positioning techniques
 DO5247.and have an estimated accuracy of +/- 3 meters.
 DO5247
 DO5247.The orthometric height was determined by differential leveling and
 DO5247.adjusted by the NATIONAL GEODETIC SURVEY
 DO5247.in April 2013.
 DO5247
 DO5247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5247.GEOID18 height accuracy estimate available here.
 DO5247
 DO5247.Click photographs - Photos may exist for this station.
 DO5247
 DO5247.The dynamic height is computed by dividing the NAVD 88
 DO5247.geopotential number by the normal gravity value computed on the
 DO5247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5247.degrees latitude (g = 980.6199 gals.).
 DO5247
 DO5247.The modeled gravity was interpolated from observed gravity values.
 DO5247
 DO5247;                    North         East    Units  Estimated Accuracy
 DO5247;SPC NJ       -   216,894.1     153,818.5     MT  (+/- 3 meters HH1 GPS) 
 DO5247
 DO5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4600315252(NAD 83)
 DO5247
 DO5247                          SUPERSEDED SURVEY CONTROL
 DO5247
 DO5247.No superseded survey control is available for this station.
 DO5247
 DO5247_MARKER: DD = SURVEY DISK
 DO5247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO5247_SP_SET: UTILITY CHAMBER
 DO5247_STAMPING: 14 X 2 2012
 DO5247_MARK LOGO: NJGS
 DO5247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5247+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 DO5247
 DO5247  HISTORY     - Date     Condition        Report By
 DO5247  HISTORY     - 20120311 MONUMENTED       NJGS
 DO5247  HISTORY     - 20191004 GOOD             NJGS
 DO5247  HISTORY     - 20191212 GOOD             NJGS
 DO5247  HISTORY     - 20200407 GOOD             NJGS
 DO5247
 DO5247                          STATION DESCRIPTION
 DO5247
 DO5247'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5247'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF
 DO5247'BERNARDSVILLE, 4.9 MI (7.9 KM) NORTHWEST OF CHATHAM AND 1.6 MI (2.6
 DO5247'KM) EAST-SOUTHEAST OF MORRISTOWN.
 DO5247'
 DO5247'THE STATION IS LOCATED IN MORRIS TOWNSHIP ON THE NORTHWEST SIDE OF
 DO5247'PITNEY PLACE.
 DO5247'
 DO5247'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE NORTHEAST CORNER OF A
 DO5247'5.5 FT (1.7 M) SQUARE CONCRETE UTILITY JUNCTION CHAMBER WITH METAL
 DO5247'ACCESS DOOR, SET FLUSH IN THE LAWN OF THE TOWNSHIP VILLAGE CONDOMINIUM
 DO5247'COMPLEX.
 DO5247'
 DO5247'THE STATION IS 10.9 FT (3.3 M) NORTHWEST FROM THE NORTHWEST CURB OF
 DO5247'PITNEY PLACE, 39.6 FT (12.1 M) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DO5247'MADISON AVENUE, STATE ROUTE 124 AND 12.8 FT (3.9 M) NORTHWEST FROM A
 DO5247'NO OUTLET TRAFFIC SIGN.
 DO5247
 DO5247                          STATION RECOVERY (2019)
 DO5247
 DO5247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 DO5247'RECOVERED IN GOOD CONDITION.
 DO5247
 DO5247                          STATION RECOVERY (2019)
 DO5247
 DO5247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 DO5247'RECOVERED IN GOOD CONDITION.
 DO5247
 DO5247                          STATION RECOVERY (2020)
 DO5247
 DO5247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DO5247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2915 ***********************************************************************
 LY2915  DESIGNATION -  14 Y 1
 LY2915  PID         -  LY2915
 LY2915  STATE/COUNTY-  NJ/MORRIS
 LY2915  COUNTRY     -  US
 LY2915  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2915
 LY2915                         *CURRENT SURVEY CONTROL
 LY2915  ______________________________________________________________________
 LY2915* NAD 83(2011) POSITION- 41 01 07.63243(N) 074 28 03.49994(W)   ADJUSTED
 LY2915* NAD 83(2011) ELLIP HT-   292.735 (meters)        (06/27/12)   ADJUSTED
 LY2915* NAD 83(2011) EPOCH   -  2010.00
 LY2915* NAVD 88 ORTHO HEIGHT -   325.2   (meters)     1067.    (feet) GPS OBS
 LY2915  ______________________________________________________________________
 LY2915  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2915  GEOID HEIGHT    -        -32.690 (meters)                     GEOID93
 LY2915  GEOID HEIGHT    -        -32.382 (meters)                     GEOID18
 LY2915  NAD 83(2011) X  -  1,290,562.938 (meters)                     COMP
 LY2915  NAD 83(2011) Y  - -4,643,433.724 (meters)                     COMP
 LY2915  NAD 83(2011) Z  -  4,164,189.688 (meters)                     COMP
 LY2915  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 LY2915
 LY2915  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2915  Standards:
 LY2915         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2915            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2915  -------------------------------------------------------------------
 LY2915  NETWORK    0.45   0.94           0.20   0.16   0.48      0.09118650
 LY2915  -------------------------------------------------------------------
 LY2915  Click here for local accuracies and other accuracy information.
 LY2915
 LY2915.The horizontal coordinates were established by GPS observations
 LY2915.and adjusted by the National Geodetic Survey in June 2012.
 LY2915
 LY2915.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2915.been affixed to the stable North American tectonic plate. See 
 LY2915.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2915
 LY2915.The horizontal coordinates are valid at the epoch date displayed above
 LY2915.which is a decimal equivalence of Year/Month/Day.
 LY2915
 LY2915.The orthometric height was determined by GPS observations and a
 LY2915.high-resolution geoid model.
 LY2915
 LY2915.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2915.GEOID18 height accuracy estimate available here.
 LY2915
 LY2915.Click photographs - Photos may exist for this station.
 LY2915
 LY2915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2915
 LY2915.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2915
 LY2915.The ellipsoidal height was determined by GPS observations
 LY2915.and is referenced to NAD 83.
 LY2915
 LY2915. The following values were computed from the NAD 83(2011) position.
 LY2915
 LY2915;                    North         East     Units Scale Factor Converg.
 LY2915;SPC NJ       -   242,634.210   152,721.664   MT  0.99990009   +0 01 16.5
 LY2915;SPC NJ       -   796,042.40    501,054.33   sFT  0.99990009   +0 01 16.5
 LY2915;UTM  18      - 4,540,979.052   544,759.761   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4475940979(NAD 83)
 LY2915
 LY2915                          SUPERSEDED SURVEY CONTROL
 LY2915
 LY2915  NAD 83(2007)-  41 01 07.63266(N)    074 28 03.50082(W) AD(2002.00) 0
 LY2915  ELLIP H (02/10/07)  292.747  (m)                       GP(2002.00)    
 LY2915  ELLIP H (10/23/02)  292.726  (m)                       GP(       ) 4 1
 LY2915  NAD 83(1996)-  41 01 07.63283(N)    074 28 03.50053(W) AD(       ) 1
 LY2915  ELLIP H (05/14/99)  292.738  (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
 LY2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2915.See file dsdata.pdf to determine how the superseded data were derived.
 LY2915
 LY2915_MARKER: DD = SURVEY DISK
 LY2915_SETTING: 66 = SET 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 - May 21, 2020
 LY2915
 LY2915  HISTORY     - Date     Condition        Report By
 LY2915  HISTORY     - 1993     MONUMENTED       NJGS
 LY2915  HISTORY     - 19930914 GOOD             NJGS
 LY2915  HISTORY     - 20060920 GOOD             AASCO
 LY2915  HISTORY     - 20200521 GOOD             NJGS
 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.
 LY2915
 LY2915                          STATION RECOVERY (2020)
 LY2915
 LY2915'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 LY2915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5248 ***********************************************************************
 DO5248  DESIGNATION -  14 Y 2
 DO5248  PID         -  DO5248
 DO5248  STATE/COUNTY-  NJ/MORRIS
 DO5248  COUNTRY     -  US
 DO5248  USGS QUAD   -  MORRISTOWN (2016)
 DO5248
 DO5248                         *CURRENT SURVEY CONTROL
 DO5248  ______________________________________________________________________
 DO5248* NAD 83(1986) POSITION- 40 49 06.33   (N) 074 28 52.49   (W)   HD_HELD1
 DO5248* NAVD 88 ORTHO HEIGHT -   119.657 (meters)      392.57  (feet) ADJUSTED
 DO5248  ______________________________________________________________________
 DO5248  GEOID HEIGHT    -        -32.806 (meters)                     GEOID18
 DO5248  DYNAMIC HEIGHT  -        119.605 (meters)      392.40  (feet) COMP
 DO5248  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 DO5248
 DO5248  VERT ORDER      -  SECOND    CLASS II
 DO5248
 DO5248.The horizontal coordinates were determined by differentially corrected
 DO5248.hand held GPS observations or other comparable positioning techniques
 DO5248.and have an estimated accuracy of +/- 3 meters.
 DO5248
 DO5248.The orthometric height was determined by differential leveling and
 DO5248.adjusted by the NATIONAL GEODETIC SURVEY
 DO5248.in April 2013.
 DO5248
 DO5248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5248.GEOID18 height accuracy estimate available here.
 DO5248
 DO5248.Click photographs - Photos may exist for this station.
 DO5248
 DO5248.The dynamic height is computed by dividing the NAVD 88
 DO5248.geopotential number by the normal gravity value computed on the
 DO5248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5248.degrees latitude (g = 980.6199 gals.).
 DO5248
 DO5248.The modeled gravity was interpolated from observed gravity values.
 DO5248
 DO5248;                    North         East    Units  Estimated Accuracy
 DO5248;SPC NJ       -   220,385.5     151,581.9     MT  (+/- 3 meters HH1 GPS) 
 DO5248
 DO5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4374718730(NAD 83)
 DO5248
 DO5248                          SUPERSEDED SURVEY CONTROL
 DO5248
 DO5248.No superseded survey control is available for this station.
 DO5248
 DO5248_MARKER: DD = SURVEY DISK
 DO5248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5248_SP_SET: CABINET HOUSING BASE
 DO5248_STAMPING: 14 Y 2 2012
 DO5248_MARK LOGO: NJGS
 DO5248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5248+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2020
 DO5248
 DO5248  HISTORY     - Date     Condition        Report By
 DO5248  HISTORY     - 20120304 MONUMENTED       NJGS
 DO5248  HISTORY     - 20200415 GOOD             NJGS
 DO5248
 DO5248                          STATION DESCRIPTION
 DO5248
 DO5248'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5248'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 DO5248'MENDHAM, 6.2 MI (10.0 KM) SOUTHEAST OF DOVER AND 1.5 MI (2.4 KM) NORTH
 DO5248'OF MORRISTOWN.
 DO5248'
 DO5248'THE STATION IS LOCATED IN MORRIS TOWNSHIP ON THE SOUTHEAST SIDE OF
 DO5248'SPEEDWELL AVENUE (U.S. HIGHWAY 202), ON THE GROUNDS OF THE ALFRED VAIL
 DO5248'SCHOOL.
 DO5248'
 DO5248'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST CORNER OF A
 DO5248'7.0 FT (2.1 M) SQUARE CONCRETE BASE FOR A 5 FT (1.5 M) TALL METAL
 DO5248'CABINET HOUSING AN ELECTRICAL TRANSFORMER BELONGING TO THE FIRST
 DO5248'ENERGY CORPORATION, IN THE NORTH PARKING LOT OF THE SCHOOL.
 DO5248'
 DO5248'THE STATION IS 53.2 FT (16.2 M) NORTH FROM THE CENTER OF A DOUBLE DOOR
 DO5248'EMPLOYEE ENTRANCE ON THE NORTH SIDE OF THE BRICK SCHOOL BUILDING, 71.7
 DO5248'FT (21.9 M) SOUTHWEST FROM WOOD UTILITY POLE NUMBER BT 3755MT ON THE
 DO5248'NORTHEAST SIDE OF THE NORTH PARKING LOT AND 73.6 FT (22.4 M) EAST FROM
 DO5248'THE NORTH CORNER OF THE BRICK SCHOOL BUILDING.
 DO5248
 DO5248                          STATION RECOVERY (2020)
 DO5248
 DO5248'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DO5248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5249 ***********************************************************************
 DO5249  DESIGNATION -  14 Z 2
 DO5249  PID         -  DO5249
 DO5249  STATE/COUNTY-  NJ/MORRIS
 DO5249  COUNTRY     -  US
 DO5249  USGS QUAD   -  MORRISTOWN (2016)
 DO5249
 DO5249                         *CURRENT SURVEY CONTROL
 DO5249  ______________________________________________________________________
 DO5249* NAD 83(1986) POSITION- 40 47 55.04   (N) 074 28 51.26   (W)   HD_HELD1
 DO5249* NAVD 88 ORTHO HEIGHT -   111.952 (meters)      367.30  (feet) ADJUSTED
 DO5249  ______________________________________________________________________
 DO5249  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 DO5249  DYNAMIC HEIGHT  -        111.903 (meters)      367.14  (feet) COMP
 DO5249  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 DO5249
 DO5249  VERT ORDER      -  SECOND    CLASS II
 DO5249
 DO5249.The horizontal coordinates were determined by differentially corrected
 DO5249.hand held GPS observations or other comparable positioning techniques
 DO5249.and have an estimated accuracy of +/- 3 meters.
 DO5249
 DO5249.The orthometric height was determined by differential leveling and
 DO5249.adjusted by the NATIONAL GEODETIC SURVEY
 DO5249.in April 2013.
 DO5249
 DO5249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5249.GEOID18 height accuracy estimate available here.
 DO5249
 DO5249.Click photographs - Photos may exist for this station.
 DO5249
 DO5249.The dynamic height is computed by dividing the NAVD 88
 DO5249.geopotential number by the normal gravity value computed on the
 DO5249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5249.degrees latitude (g = 980.6199 gals.).
 DO5249
 DO5249.The modeled gravity was interpolated from observed gravity values.
 DO5249
 DO5249;                    North         East    Units  Estimated Accuracy
 DO5249;SPC NJ       -   218,186.6     151,611.2     MT  (+/- 3 meters HH1 GPS) 
 DO5249
 DO5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4378916532(NAD 83)
 DO5249
 DO5249                          SUPERSEDED SURVEY CONTROL
 DO5249
 DO5249.No superseded survey control is available for this station.
 DO5249
 DO5249_MARKER: DD = SURVEY DISK
 DO5249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO5249_SP_SET: UTILITY CHAMBER
 DO5249_STAMPING: 14 Z 2 2012
 DO5249_MARK LOGO: NJGS
 DO5249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5249+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2012
 DO5249
 DO5249  HISTORY     - Date     Condition        Report By
 DO5249  HISTORY     - 20120311 MONUMENTED       NJGS
 DO5249
 DO5249                          STATION DESCRIPTION
 DO5249
 DO5249'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5249'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 DO5249'MENDHAM, 6.5 MI (10.5 KM) NORTHWEST OF CHATHAM.    THE STATION IS
 DO5249'LOCATED IN THE TOWN OF MORRISTOWN ON THE EAST SIDE OF SPEEDWELL AVENUE
 DO5249'(U.S. HIGHWAY 202).
 DO5249'
 DO5249'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE NORTHWEST CORNER OF A
 DO5249'LARGE RECTANGULAR CONCRETE UTILITY CHAMBER CONTAINING A DOUBLE METAL
 DO5249'DOOR ACCESS AND A STEEL MANHOLE COVER, WHICH IS SET FLUSH WITH THE
 DO5249'SIDEWALK IN FRONT OF HEADQUARTERS PLAZA AND PIONEER PARK, SURROUNDED
 DO5249'BY SEVERAL TALL GLASS AND CONCRETE OFFICE BUILDINGS.
 DO5249'
 DO5249'THE STATION IS 28.0 FT (8.5 M) EAST FROM THE CENTERLINE OF SPEEDWELL
 DO5249'AVENUE, 13.2 FT (4.0 M) NORTHWEST FROM THE CENTER OF THE DOUBLE METAL
 DO5249'DOOR ACCESS, 7.0 FT (2.1 M) SOUTH-SOUTHWEST FROM A METAL LAMP POST,
 DO5249'40.7 FT (12.4 M) SOUTHWEST FROM A FLAG POLE AND 1.4 FT (0.4 M) EAST
 DO5249'FROM THE EAST CURB OF SPEEDWELL AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0979 ***********************************************************************
 KV0979  DESIGNATION -  140
 KV0979  PID         -  KV0979
 KV0979  STATE/COUNTY-  NJ/MIDDLESEX
 KV0979  COUNTRY     -  US
 KV0979  USGS QUAD   -  JAMESBURG (2019)
 KV0979
 KV0979                         *CURRENT SURVEY CONTROL
 KV0979  ______________________________________________________________________
 KV0979* NAD 83(1986) POSITION- 40 20 46.     (N) 074 28 56.     (W)   SCALED
 KV0979* NAVD 88 ORTHO HEIGHT -    41.112 (meters)      134.88  (feet) ADJUSTED
 KV0979  ______________________________________________________________________
 KV0979  GEOID HEIGHT    -        -32.788 (meters)                     GEOID18
 KV0979  DYNAMIC HEIGHT  -         41.094 (meters)      134.82  (feet) COMP
 KV0979  MODELED GRAVITY -    980,193.4   (mgal)                       NAVD 88
 KV0979
 KV0979  VERT ORDER      -  FIRST     CLASS II
 KV0979
 KV0979.The horizontal coordinates were scaled from a map and have
 KV0979.an estimated accuracy of +/- 6 seconds.
 KV0979
 KV0979.The orthometric height was determined by differential leveling and
 KV0979.adjusted by the NATIONAL GEODETIC SURVEY
 KV0979.in June 1991.
 KV0979
 KV0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0979.GEOID18 height accuracy estimate available here.
 KV0979
 KV0979.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK439663(NAD 83)
 KV0979
 KV0979                          SUPERSEDED SURVEY CONTROL
 KV0979
 KV0979.No superseded survey control is available for this station.
 KV0979
 KV0979_MARKER: DB = BENCH MARK DISK
 KV0979_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV0499 ***********************************************************************
 KV0499  DESIGNATION -  1409
 KV0499  PID         -  KV0499
 KV0499  STATE/COUNTY-  NJ/BERGEN
 KV0499  COUNTRY     -  US
 KV0499  USGS QUAD   -  HACKENSACK (2019)
 KV0499
 KV0499                         *CURRENT SURVEY CONTROL
 KV0499  ______________________________________________________________________
 KV0499* NAD 83(1986) POSITION- 40 54 01.     (N) 074 02 10.     (W)   SCALED
 KV0499* NAVD 88 ORTHO HEIGHT -     7.469 (meters)       24.50  (feet) ADJUSTED
 KV0499  ______________________________________________________________________
 KV0499  GEOID HEIGHT    -        -31.830 (meters)                     GEOID18
 KV0499  DYNAMIC HEIGHT  -          7.466 (meters)       24.49  (feet) COMP
 KV0499  MODELED GRAVITY -    980,240.9   (mgal)                       NAVD 88
 KV0499
 KV0499  VERT ORDER      -  SECOND    CLASS 0
 KV0499
 KV0499.The horizontal coordinates were scaled from a map and have
 KV0499.an estimated accuracy of +/- 6 seconds.
 KV0499
 KV0499.The orthometric height was determined by differential leveling and
 KV0499.adjusted by the NATIONAL GEODETIC SURVEY
 KV0499.in June 1991.
 KV0499
 KV0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0499.GEOID18 height accuracy estimate available here.
 KV0499
 KV0499.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL811281(NAD 83)
 KV0499
 KV0499                          SUPERSEDED SURVEY CONTROL
 KV0499
 KV0499  NGVD 29 (11/26/84)    7.776  (m)           25.51   (f) ADJUSTED    2 0
 KV0499
 KV0499.Superseded values are not recommended for survey control.
 KV0499
 KV0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0499.See file dsdata.pdf to determine how the superseded data were derived.
 KV0499
 KV0499_MARKER: DD = SURVEY DISK
 KV0499_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV0499_STAMPING: 1409 25.539
 KV0499_MARK LOGO: CGS+SS
 KV0499_PROJECTION: FLUSH
 KV0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0499
 KV0499  HISTORY     - Date     Condition        Report By
 KV0499  HISTORY     - UNK      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 = JULY 24, 2026 22:12:30 EDT
 KV6021 ***********************************************************************
 KV6021  DESIGNATION -  14100
 KV6021  PID         -  KV6021
 KV6021  STATE/COUNTY-  NJ/MERCER
 KV6021  COUNTRY     -  US
 KV6021  USGS QUAD   -  TRENTON EAST (2019)
 KV6021
 KV6021                         *CURRENT SURVEY CONTROL
 KV6021  ______________________________________________________________________
 KV6021* NAD 83(1986) POSITION- 40 12 57.     (N) 074 44 33.     (W)   SCALED
 KV6021* NAVD 88 ORTHO HEIGHT -    18.272 (meters)       59.95  (feet) ADJUSTED
 KV6021  ______________________________________________________________________
 KV6021  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 KV6021  DYNAMIC HEIGHT  -         18.264 (meters)       59.92  (feet) COMP
 KV6021  MODELED GRAVITY -    980,180.6   (mgal)                       NAVD 88
 KV6021
 KV6021  VERT ORDER      -  FIRST     CLASS I
 KV6021
 KV6021.The horizontal coordinates were scaled from a map and have
 KV6021.an estimated accuracy of +/- 6 seconds.
 KV6021
 KV6021.The orthometric height was determined by differential leveling and
 KV6021.adjusted by the NATIONAL GEODETIC SURVEY
 KV6021.in June 1991.
 KV6021
 KV6021.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6021.GEOID18 height accuracy estimate available here.
 KV6021
 KV6021.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK219517(NAD 83)
 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
 KV6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6021.See file dsdata.pdf to determine how the superseded data were derived.
 KV6021
 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  HISTORY     - 20061122 POOR             GEOCAC
 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.
 KV6021
 KV6021                          STATION RECOVERY (2006)
 KV6021
 KV6021'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KV6021'STATION DISK IS SET IN CRACKED AND DEGRADED SECTION OF SIDEWALK AND
 KV6021'SEEMS TO BE TILTED. IT DOES APPEAR SOLID IN ITS SETTING, BUT THE
 KV6021'APPEARANCE SUGGESTS THE POSSIBILITY OF MOVEMENT. USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6797 ***********************************************************************
 KV6797  DESIGNATION -  14112
 KV6797  PID         -  KV6797
 KV6797  STATE/COUNTY-  NJ/MERCER
 KV6797  COUNTRY     -  US
 KV6797  USGS QUAD   -  PRINCETON (2019)
 KV6797
 KV6797                         *CURRENT SURVEY CONTROL
 KV6797  ______________________________________________________________________
 KV6797* NAD 83(2011) POSITION- 40 16 25.58453(N) 074 40 09.99504(W)   ADJUSTED
 KV6797* NAD 83(2011) ELLIP HT-   -11.865 (meters)        (06/27/12)   ADJUSTED
 KV6797* NAD 83(2011) EPOCH   -  2010.00
 KV6797* NAVD 88 ORTHO HEIGHT -    21.3   (meters)       70.    (feet) VERTCON3
 KV6797  ______________________________________________________________________
 KV6797  GEOID HEIGHT    -        -33.108 (meters)                     GEOID18
 KV6797  NAD 83(2011) X  -  1,288,387.135 (meters)                     COMP
 KV6797  NAD 83(2011) Y  - -4,699,701.050 (meters)                     COMP
 KV6797  NAD 83(2011) Z  -  4,101,218.159 (meters)                     COMP
 KV6797  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 KV6797
 KV6797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6797  Standards:
 KV6797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6797  -------------------------------------------------------------------
 KV6797  NETWORK    0.97   1.08           0.38   0.41   0.55     -0.02544625
 KV6797  -------------------------------------------------------------------
 KV6797  Click here for local accuracies and other accuracy information.
 KV6797
 KV6797.The horizontal coordinates were established by GPS observations
 KV6797.and adjusted by the National Geodetic Survey in June 2012.
 KV6797
 KV6797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6797.been affixed to the stable North American tectonic plate. See 
 KV6797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6797
 KV6797.The horizontal coordinates are valid at the epoch date displayed above
 KV6797.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6797.GEOID18 height accuracy estimate available here.
 KV6797
 KV6797.Click photographs - Photos may exist for this station.
 KV6797
 KV6797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6797
 KV6797.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6797
 KV6797.The ellipsoidal height was determined by GPS observations
 KV6797.and is referenced to NAD 83.
 KV6797
 KV6797. The following values were computed from the NAD 83(2011) position.
 KV6797
 KV6797;                    North         East     Units Scale Factor Converg.
 KV6797;SPC NJ       -   159,924.201   135,589.992   MT  0.99990256   -0 06 34.3
 KV6797;SPC NJ       -   524,684.65    444,848.17   sFT  0.99990256   -0 06 34.3
 KV6797;UTM  18      - 4,458,196.524   528,103.258   MT  0.99960972   +0 12 49.3
 KV6797
 KV6797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6797!SPC NJ       -   1.00000186  x   0.99990256  =   0.99990442
 KV6797!UTM  18      -   1.00000186  x   0.99960972  =   0.99961158
 KV6797
 KV6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2810358196(NAD 83)
 KV6797
 KV6797                          SUPERSEDED SURVEY CONTROL
 KV6797
 KV6797  NAD 83(2007)-  40 16 25.58503(N)    074 40 09.99581(W) AD(2002.00) 0
 KV6797  ELLIP H (02/10/07)  -11.844  (m)                       GP(2002.00)    
 KV6797  ELLIP H (10/23/02)  -11.818  (m)                       GP(       ) 4 1
 KV6797  NAD 83(1996)-  40 16 25.58538(N)    074 40 09.99592(W) AD(       ) 1
 KV6797  ELLIP H (05/14/99)  -11.811  (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)  GEOID90  model used  GPS OBS        
 KV6797
 KV6797.Superseded values are not recommended for survey control.
 KV6797
 KV6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6797.See file dsdata.pdf to determine how the superseded data were derived.
 KV6797
 KV6797_MARKER: DD = SURVEY DISK
 KV6797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6797_STAMPING: 14112
 KV6797_MARK LOGO: NJGS
 KV6797_PROJECTION: RECESSED 30 CENTIMETERS
 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 - September 26, 2019
 KV6797
 KV6797  HISTORY     - Date     Condition        Report By
 KV6797  HISTORY     - 1936     MONUMENTED       NJGS
 KV6797  HISTORY     - 19900426 GOOD
 KV6797  HISTORY     - 19911203 GOOD             NJGS
 KV6797  HISTORY     - 20190815 GOOD             NJGS
 KV6797  HISTORY     - 20190926 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.
 KV6797
 KV6797                          STATION RECOVERY (2019)
 KV6797
 KV6797'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6797'THE STATION IS 15 FT (4.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 KV6797'PARK'S ENTRANCE, 31.8 FT (9.7 M) WEST OF THE SOUTHERN MOST POST OF THE
 KV6797'PARK'S GATE, 39.3 FT (12.0 M) SOUTHWEST OF THE NORTHERN MOST POST OF
 KV6797'THE PARK'S GATE AND 73.7 FT (22.5 M) NORTH-NORTHEAST OF AN ELECTRICAL
 KV6797'BOX ABOUT FOUR FEET TALL.
 KV6797
 KV6797                          STATION RECOVERY (2019)
 KV6797
 KV6797'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6698 ***********************************************************************
 AB6698  DESIGNATION -  14121
 AB6698  PID         -  AB6698
 AB6698  STATE/COUNTY-  NJ/MERCER
 AB6698  COUNTRY     -  US
 AB6698  USGS QUAD   -  PRINCETON (2019)
 AB6698
 AB6698                         *CURRENT SURVEY CONTROL
 AB6698  ______________________________________________________________________
 AB6698* NAD 83(1986) POSITION- 40 21 09.65   (N) 074 38 58.39   (W)   HD_HELD1
 AB6698* NAVD 88 ORTHO HEIGHT -    54.317 (meters)      178.21  (feet) ADJUSTED
 AB6698  ______________________________________________________________________
 AB6698  GEOID HEIGHT    -        -33.277 (meters)                     GEOID18
 AB6698  DYNAMIC HEIGHT  -         54.292 (meters)      178.12  (feet) COMP
 AB6698  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 AB6698
 AB6698  VERT ORDER      -  FIRST     CLASS II
 AB6698
 AB6698.The horizontal coordinates were determined by differentially corrected
 AB6698.hand held GPS observations or other comparable positioning techniques
 AB6698.and have an estimated accuracy of +/- 3 meters.
 AB6698
 AB6698.The orthometric height was determined by differential leveling and
 AB6698.adjusted by the NATIONAL GEODETIC SURVEY
 AB6698.in September 1996.
 AB6698
 AB6698.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6698.GEOID18 height accuracy estimate available here.
 AB6698
 AB6698.Click photographs - Photos may exist for this station.
 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       -   168,682.2     137,296.3     MT  (+/- 3 meters HH1 GPS) 
 AB6698
 AB6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2975966961(NAD 83)
 AB6698
 AB6698                          SUPERSEDED SURVEY CONTROL
 AB6698
 AB6698.No superseded survey control is available for this station.
 AB6698
 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 03, 2020
 AB6698
 AB6698  HISTORY     - Date     Condition        Report By
 AB6698  HISTORY     - UNK      MONUMENTED       NJGS
 AB6698  HISTORY     - 19950405 GOOD             NJGS
 AB6698  HISTORY     - 20170112 GOOD             SKLAR
 AB6698  HISTORY     - 20200403 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.
 AB6698
 AB6698                          STATION RECOVERY (2017)
 AB6698
 AB6698'RECOVERY NOTE BY DENNIS W SKLAR INC 2017 (SBS)
 AB6698'FOUND AT N 40 21 09.65286 W 74 38 58.39446 NAD 83 2011 CALCULATED
 AB6698'RELATIVE TO CORS NJTR. ELEVATION CHECKED WITHIN 0.06 FEET BY LEVELING
 AB6698'
 AB6698'FROM A BASE STATION ESTABLISHED USING THE REPORTED NAVD 88 ELEVATION
 AB6698'OF
 AB6698'CORS NJTR AND GEOID 12B.
 AB6698
 AB6698                          STATION RECOVERY (2020)
 AB6698
 AB6698'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 AB6698'THE STATION IS 60.91 FT (18.6 M) NORTH FROM A FIRE HYDRANT, 50.66 FT
 AB6698'(15.4 M) NORTHEAST FROM THE CENTERLINE OF MURRAY PL, 30.5 FT (9.3 M)
 AB6698'NORTHEAST FROM A LIGHT POLE IN THE GAS STATION LOT, 18.5 FT (5.6 M)
 AB6698'SOUTH OF THE CENTERLINE OF NASSAU ST AND 8.5 FT (2.6 M) WEST FROM A
 AB6698'P.S.E. MARKED MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3230 ***********************************************************************
 DS3230  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3230  DESIGNATION -  14130
 DS3230  PID         -  DS3230
 DS3230  STATE/COUNTY-  NJ/MERCER
 DS3230  COUNTRY     -  US
 DS3230  USGS QUAD   -  TRENTON EAST (2019)
 DS3230
 DS3230                         *CURRENT SURVEY CONTROL
 DS3230  ______________________________________________________________________
 DS3230* NAD 83(2011) POSITION- 40 12 17.21026(N) 074 42 52.29394(W)   ADJUSTED
 DS3230* NAD 83(2011) ELLIP HT-   -11.564 (meters)        (12/05/24)   ADJUSTED
 DS3230* NAD 83(2011) EPOCH   -  2010.00
 DS3230* NAVD 88 ORTHO HEIGHT -    21.43  (meters)       70.3   (feet) GPS OBS
 DS3230  ______________________________________________________________________
 DS3230  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 DS3230  NAD 83(2011) X  -  1,285,993.494 (meters)                     COMP
 DS3230  NAD 83(2011) Y  - -4,705,487.309 (meters)                     COMP
 DS3230  NAD 83(2011) Z  -  4,095,370.380 (meters)                     COMP
 DS3230  LAPLACE CORR    -          4.95  (seconds)                    DEFLEC18
 DS3230
 DS3230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3230  Standards:
 DS3230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3230  -------------------------------------------------------------------
 DS3230  NETWORK    0.42   1.20           0.19   0.15   0.61     -0.03500137
 DS3230  -------------------------------------------------------------------
 DS3230  Click here for local accuracies and other accuracy information.
 DS3230
 DS3230.The horizontal coordinates were established by GPS observations
 DS3230.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3230
 DS3230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3230.been affixed to the stable North American tectonic plate. See 
 DS3230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3230
 DS3230.The horizontal coordinates are valid at the epoch date displayed above
 DS3230.which is a decimal equivalence of Year/Month/Day.
 DS3230
 DS3230.The orthometric height was determined by GPS observations and a
 DS3230.high-resolution geoid model using precise GPS observation and
 DS3230.processing techniques.
 DS3230
 DS3230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3230.GEOID18 height accuracy estimate available here.
 DS3230
 DS3230.Click photographs - Photos may exist for this station.
 DS3230
 DS3230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3230
 DS3230.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3230
 DS3230.The ellipsoidal height was determined by GPS observations
 DS3230.and is referenced to NAD 83.
 DS3230
 DS3230. The following values were computed from the NAD 83(2011) position.
 DS3230
 DS3230;                    North         East     Units Scale Factor Converg.
 DS3230;SPC NJ       -   152,272.349   131,737.449   MT  0.99990410   -0 08 18.5
 DS3230;SPC NJ       -   499,580.20    432,208.61   sFT  0.99990410   -0 08 18.5
 DS3230;UTM  18      - 4,450,525.338   524,295.035   MT  0.99960727   +0 11 03.4
 DS3230
 DS3230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3230!SPC NJ       -   1.00000181  x   0.99990410  =   0.99990591
 DS3230!UTM  18      -   1.00000181  x   0.99960727  =   0.99960908
 DS3230
 DS3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2429550525(NAD 83)
 DS3230
 DS3230                          SUPERSEDED SURVEY CONTROL
 DS3230
 DS3230.No superseded survey control is available for this station.
 DS3230
 DS3230_MARKER: DD = SURVEY DISK
 DS3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3230_STAMPING: 14130
 DS3230_MARK LOGO: NJDCED
 DS3230_PROJECTION: RECESSED 15 CENTIMETERS
 DS3230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3230+STABILITY: SURFACE MOTION
 DS3230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3230+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 DS3230
 DS3230  HISTORY     - Date     Condition        Report By
 DS3230  HISTORY     - 1939     MONUMENTED       NJDCED
 DS3230  HISTORY     - 20240521 GOOD             NJGS
 DS3230
 DS3230                          STATION DESCRIPTION
 DS3230
 DS3230'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3230'THE STATION IS LOCATED ABOUT 9.1 MI (14.7 KM) NORTH OF COLUMBUS, 7.2
 DS3230'MI (11.5 KM) WEST-NORTHWEST OF ALLENTOWN AND 1.7 MI (2.8 KM)
 DS3230'EAST-SOUTHEAST OF TRENTON, IN HAMILTON TOWNSHIP.
 DS3230'
 DS3230'TO REACH FROM THE CENTER OF THE U.S.INTERSTATE 295 BRIDGE OVER ARENA
 DS3230'DRIVE (COUNTY ROUTE 620), GO 0.4 MI (0.6 KM) NORTH-NORTHWEST ON ARENA
 DS3230'DRIVE TO THE STATION ON THE RIGHT.
 DS3230'
 DS3230'THE STATION IS BETWEEN THE CURB AND SIDEWALK IN FRONT OF HOUSE NUMBER
 DS3230'702 (2-STORY FRAME), 22.5 FT (6.9 M) SOUTHEAST OF A SIGN (NO STOPPING
 DS3230'OR STANDING), 25.8 FT (7.9 M) NORTHWEST OF POLE NUMBER 61354, 1.5 FT
 DS3230'(0.5 M) NORTHEAST OF THE NORTHEAST CURB OF ARENA DRIVE, 4.5 FT (1.4 M)
 DS3230'WEST OF THE WEST EDGE OF THE CONCRETE SIDEWALK, 13.7 FT (4.2 M) EAST
 DS3230'OF THE CENTERLINE OF THE NORTHBOUND LANES OF ARENA DRIVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6665 ***********************************************************************
 KV6665  DESIGNATION -  14191
 KV6665  PID         -  KV6665
 KV6665  STATE/COUNTY-  NJ/MERCER
 KV6665  COUNTRY     -  US
 KV6665  USGS QUAD   -  PRINCETON (2019)
 KV6665
 KV6665                         *CURRENT SURVEY CONTROL
 KV6665  ______________________________________________________________________
 KV6665* NAD 83(1986) POSITION- 40 20 45.8    (N) 074 38 22.0    (W)   HD_HELD2
 KV6665* NAVD 88 ORTHO HEIGHT -    30.722 (meters)      100.79  (feet) ADJUSTED
 KV6665  ______________________________________________________________________
 KV6665  GEOID HEIGHT    -        -33.237 (meters)                     GEOID18
 KV6665  DYNAMIC HEIGHT  -         30.708 (meters)      100.75  (feet) COMP
 KV6665  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 KV6665
 KV6665  VERT ORDER      -  FIRST     CLASS II
 KV6665
 KV6665.The horizontal coordinates were established by autonomous hand held GPS
 KV6665.observations and have an estimated accuracy of +/- 10 meters.
 KV6665
 KV6665.The orthometric height was determined by differential leveling and
 KV6665.adjusted by the NATIONAL GEODETIC SURVEY
 KV6665.in April 1995.
 KV6665
 KV6665.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6665.GEOID18 height accuracy estimate available here.
 KV6665
 KV6665.Click photographs - Photos may exist for this station.
 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       -   167,945.      138,154.      MT  (+/- 10 meters HH2 GPS)
 KV6665
 KV6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3062166229(NAD 83)
 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
 KV6665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6665.See file dsdata.pdf to determine how the superseded data were derived.
 KV6665
 KV6665_MARKER: DD = SURVEY DISK
 KV6665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6665_STAMPING: 14191
 KV6665_MARK LOGO: NJDCED
 KV6665_PROJECTION: FLUSH
 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 - April 06, 2008
 KV6665
 KV6665  HISTORY     - Date     Condition        Report By
 KV6665  HISTORY     - 1950     MONUMENTED       NJGS
 KV6665  HISTORY     - 19911104 GOOD             NJGS
 KV6665  HISTORY     - 19950525 GOOD             NJGS
 KV6665  HISTORY     - 20060613 GOOD             NJGS
 KV6665  HISTORY     - 20080406 GOOD             GEOCAC
 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.
 KV6665
 KV6665                          STATION RECOVERY (2006)
 KV6665
 KV6665'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (ECB)
 KV6665'RECOVERED AS DESCRIBED.
 KV6665
 KV6665                          STATION RECOVERY (2008)
 KV6665
 KV6665'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV6665'MEASUREMENTS FROM THE UTILITY POLE AND CURB ARE ACCURATE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1621 ***********************************************************************
 KU1621  DESIGNATION -  1440
 KU1621  PID         -  KU1621
 KU1621  STATE/COUNTY-  NJ/BERGEN
 KU1621  COUNTRY     -  US
 KU1621  USGS QUAD   -  YONKERS (2019)
 KU1621
 KU1621                         *CURRENT SURVEY CONTROL
 KU1621  ______________________________________________________________________
 KU1621* NAD 83(1986) POSITION- 40 56 32.     (N) 073 55 20.     (W)   SCALED
 KU1621* NAVD 88 ORTHO HEIGHT -   135.961 (meters)      446.07  (feet) ADJUSTED
 KU1621  ______________________________________________________________________
 KU1621  GEOID HEIGHT    -        -31.394 (meters)                     GEOID18
 KU1621  DYNAMIC HEIGHT  -        135.912 (meters)      445.90  (feet) COMP
 KU1621  MODELED GRAVITY -    980,260.7   (mgal)                       NAVD 88
 KU1621
 KU1621  VERT ORDER      -  SECOND    CLASS 0
 KU1621
 KU1621.The horizontal coordinates were scaled from a map and have
 KU1621.an estimated accuracy of +/- 6 seconds.
 KU1621
 KU1621.The orthometric height was determined by differential leveling and
 KU1621.adjusted by the NATIONAL GEODETIC SURVEY
 KU1621.in June 1991.
 KU1621
 KU1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1621.GEOID18 height accuracy estimate available here.
 KU1621
 KU1621.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL907329(NAD 83)
 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
 KU1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1621.See file dsdata.pdf to determine how the superseded data were derived.
 KU1621
 KU1621_MARKER: DD = SURVEY DISK
 KU1621_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KU1621_STAMPING: 1440
 KU1621_MARK LOGO: CGS+SS
 KU1621_PROJECTION: FLUSH
 KU1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1621
 KU1621  HISTORY     - Date     Condition        Report By
 KU1621  HISTORY     - UNK      MONUMENTED       NJGS
 KU1621  HISTORY     - 1956     GOOD             CGS
 KU1621  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KU1621
 KU1621                          STATION DESCRIPTION
 KU1621
 KU1621'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU1616 ***********************************************************************
 KU1616  DESIGNATION -  1453
 KU1616  PID         -  KU1616
 KU1616  STATE/COUNTY-  NJ/BERGEN
 KU1616  COUNTRY     -  US
 KU1616  USGS QUAD   -  YONKERS (2019)
 KU1616
 KU1616                         *CURRENT SURVEY CONTROL
 KU1616  ______________________________________________________________________
 KU1616* NAD 83(1986) POSITION- 40 55 39.     (N) 073 58 38.     (W)   SCALED
 KU1616* NAVD 88 ORTHO HEIGHT -    44.846 (meters)      147.13  (feet) ADJUSTED
 KU1616  ______________________________________________________________________
 KU1616  GEOID HEIGHT    -        -31.599 (meters)                     GEOID18
 KU1616  DYNAMIC HEIGHT  -         44.830 (meters)      147.08  (feet) COMP
 KU1616  MODELED GRAVITY -    980,253.3   (mgal)                       NAVD 88
 KU1616
 KU1616  VERT ORDER      -  SECOND    CLASS 0
 KU1616
 KU1616.The horizontal coordinates were scaled from a map and have
 KU1616.an estimated accuracy of +/- 6 seconds.
 KU1616
 KU1616.The orthometric height was determined by differential leveling and
 KU1616.adjusted by the NATIONAL GEODETIC SURVEY
 KU1616.in June 1991.
 KU1616
 KU1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1616.GEOID18 height accuracy estimate available here.
 KU1616
 KU1616.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL861312(NAD 83)
 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
 KU1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1616.See file dsdata.pdf to determine how the superseded data were derived.
 KU1616
 KU1616_MARKER: DD = SURVEY DISK
 KU1616_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KU1616_STAMPING: 1453
 KU1616_MARK LOGO: CGS+SS
 KU1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             CGS
 KU1616  HISTORY     - 19920221 GOOD             NJGS
 KU1616
 KU1616                          STATION DESCRIPTION
 KU1616
 KU1616'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV6703 ***********************************************************************
 KV6703  DESIGNATION -  145X
 KV6703  PID         -  KV6703
 KV6703  STATE/COUNTY-  NJ/MERCER
 KV6703  COUNTRY     -  US
 KV6703  USGS QUAD   -  PRINCETON (2019)
 KV6703
 KV6703                         *CURRENT SURVEY CONTROL
 KV6703  ______________________________________________________________________
 KV6703* NAD 83(2011) POSITION- 40 19 52.78195(N) 074 38 16.70659(W)   ADJUSTED
 KV6703* NAD 83(2011) ELLIP HT-    -1.453 (meters)        (06/27/12)   ADJUSTED
 KV6703* NAD 83(2011) EPOCH   -  2010.00
 KV6703* NAVD 88 ORTHO HEIGHT -    31.8   (meters)      104.    (feet) GPS OBS
 KV6703  ______________________________________________________________________
 KV6703  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6703  GEOID HEIGHT    -        -33.280 (meters)                     GEOID90
 KV6703  GEOID HEIGHT    -        -33.195 (meters)                     GEOID18
 KV6703  NAD 83(2011) X  -  1,289,875.186 (meters)                     COMP
 KV6703  NAD 83(2011) Y  - -4,695,014.271 (meters)                     COMP
 KV6703  NAD 83(2011) Z  -  4,106,098.853 (meters)                     COMP
 KV6703  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 KV6703
 KV6703  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6703  Standards:
 KV6703         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6703            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6703  -------------------------------------------------------------------
 KV6703  NETWORK    0.54   0.71           0.23   0.21   0.36     -0.00150542
 KV6703  -------------------------------------------------------------------
 KV6703  Click here for local accuracies and other accuracy information.
 KV6703
 KV6703.The horizontal coordinates were established by GPS observations
 KV6703.and adjusted by the National Geodetic Survey in June 2012.
 KV6703
 KV6703.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6703.been affixed to the stable North American tectonic plate. See 
 KV6703.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6703
 KV6703.The horizontal coordinates are valid at the epoch date displayed above
 KV6703.which is a decimal equivalence of Year/Month/Day.
 KV6703
 KV6703.The orthometric height was determined by GPS observations and a
 KV6703.high-resolution geoid model.
 KV6703
 KV6703.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6703.GEOID18 height accuracy estimate available here.
 KV6703
 KV6703.Click photographs - Photos may exist for this station.
 KV6703
 KV6703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6703
 KV6703.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6703
 KV6703.The ellipsoidal height was determined by GPS observations
 KV6703.and is referenced to NAD 83.
 KV6703
 KV6703. The following values were computed from the NAD 83(2011) position.
 KV6703
 KV6703;                    North         East     Units Scale Factor Converg.
 KV6703;SPC NJ       -   166,309.839   138,276.177   MT  0.99990169   -0 05 21.5
 KV6703;SPC NJ       -   545,634.86    453,661.09   sFT  0.99990169   -0 05 21.5
 KV6703;UTM  18      - 4,464,595.357   530,752.584   MT  0.99961164   +0 14 03.5
 KV6703
 KV6703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6703!SPC NJ       -   1.00000023  x   0.99990169  =   0.99990192
 KV6703!UTM  18      -   1.00000023  x   0.99961164  =   0.99961187
 KV6703
 KV6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3075264595(NAD 83)
 KV6703
 KV6703                          SUPERSEDED SURVEY CONTROL
 KV6703
 KV6703  NAD 83(2007)-  40 19 52.78242(N)    074 38 16.70734(W) AD(2002.00) 0
 KV6703  ELLIP H (02/10/07)   -1.433  (m)                       GP(2002.00)    
 KV6703  ELLIP H (10/23/02)   -1.412  (m)                       GP(       ) 4 1
 KV6703  NAD 83(1996)-  40 19 52.78280(N)    074 38 16.70743(W) AD(       ) 1
 KV6703  ELLIP H (05/14/99)   -1.406  (m)                       GP(       ) 4 1
 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)  UNKNOWN  model used  GPS OBS        
 KV6703
 KV6703.Superseded values are not recommended for survey control.
 KV6703
 KV6703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6703.See file dsdata.pdf to determine how the superseded data were derived.
 KV6703
 KV6703_MARKER: DD = SURVEY DISK
 KV6703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6703_STAMPING: 145X
 KV6703_MARK LOGO: NJGS
 KV6703_PROJECTION: FLUSH
 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 - November 04, 2020
 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  HISTORY     - 20201104 GOOD             NJGS
 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.
 KV6703
 KV6703                          STATION RECOVERY (2020)
 KV6703
 KV6703'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6703'RECOVERED IN GOOD CONDITION, MONUMENT IS 1 FT (0.3 M) EAST-SOUTHEAST
 KV6703'OF A WUP PEK8035 78WW.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2044 ***********************************************************************
 KV2044  DESIGNATION -  15
 KV2044  PID         -  KV2044
 KV2044  STATE/COUNTY-  NJ/HUNTERDON
 KV2044  COUNTRY     -  US
 KV2044  USGS QUAD   -  LUMBERVILLE (2019)
 KV2044
 KV2044                         *CURRENT SURVEY CONTROL
 KV2044  ______________________________________________________________________
 KV2044* NAD 83(1986) POSITION- 40 26 15.1    (N) 075 03 46.8    (W)   HD_HELD2
 KV2044* NAVD 88 ORTHO HEIGHT -    30.458 (meters)       99.93  (feet) ADJUSTED
 KV2044  ______________________________________________________________________
 KV2044  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 KV2044  DYNAMIC HEIGHT  -         30.443 (meters)       99.88  (feet) COMP
 KV2044  MODELED GRAVITY -    980,139.2   (mgal)                       NAVD 88
 KV2044
 KV2044  VERT ORDER      -  FIRST     CLASS I
 KV2044
 KV2044.The horizontal coordinates were established by autonomous hand held GPS
 KV2044.observations and have an estimated accuracy of +/- 10 meters.
 KV2044
 KV2044.The orthometric height was determined by differential leveling and
 KV2044.adjusted by the NATIONAL GEODETIC SURVEY
 KV2044.in June 1991.
 KV2044
 KV2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2044.GEOID18 height accuracy estimate available here.
 KV2044
 KV2044.Click photographs - Photos may exist for this station.
 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       -   178,244.      102,236.      MT  (+/- 10 meters HH2 GPS)
 KV2044
 KV2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9465676322(NAD 83)
 KV2044
 KV2044                          SUPERSEDED SURVEY CONTROL
 KV2044
 KV2044  NGVD 29 (01/10/92)   30.731  (m)          100.82   (f) ADJUSTED    1 1
 KV2044  NGVD 29 (??/??/87)   30.706  (m)          100.74   (f) SUPERSEDED  1 1
 KV2044
 KV2044.Superseded values are not recommended for survey control.
 KV2044
 KV2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2044.See file dsdata.pdf to determine how the superseded data were derived.
 KV2044
 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 = JULY 24, 2026 22:12:30 EDT
 JU4339 ***********************************************************************
 JU4339  DESIGNATION -  15 A 1
 JU4339  PID         -  JU4339
 JU4339  STATE/COUNTY-  NJ/OCEAN
 JU4339  COUNTRY     -  US
 JU4339  USGS QUAD   -  TOMS RIVER (2019)
 JU4339
 JU4339                         *CURRENT SURVEY CONTROL
 JU4339  ______________________________________________________________________
 JU4339* NAD 83(2011) POSITION- 39 59 20.16078(N) 074 11 47.66497(W)   ADJUSTED
 JU4339* NAD 83(2011) ELLIP HT-   -10.394 (meters)        (06/27/12)   ADJUSTED
 JU4339* NAD 83(2011) EPOCH   -  2010.00
 JU4339* NAVD 88 ORTHO HEIGHT -    22.6   (meters)       74.    (feet) GPS OBS
 JU4339  ______________________________________________________________________
 JU4339  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4339  GEOID HEIGHT    -        -33.230 (meters)                     GEOID93
 JU4339  GEOID HEIGHT    -        -32.985 (meters)                     GEOID18
 JU4339  NAD 83(2011) X  -  1,332,682.077 (meters)                     COMP
 JU4339  NAD 83(2011) Y  - -4,708,523.840 (meters)                     COMP
 JU4339  NAD 83(2011) Z  -  4,077,037.533 (meters)                     COMP
 JU4339  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 JU4339
 JU4339  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4339  Standards:
 JU4339         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4339            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4339  -------------------------------------------------------------------
 JU4339  NETWORK    0.53   0.80           0.24   0.19   0.41      0.04541471
 JU4339  -------------------------------------------------------------------
 JU4339  Click here for local accuracies and other accuracy information.
 JU4339
 JU4339.The horizontal coordinates were established by GPS observations
 JU4339.and adjusted by the National Geodetic Survey in June 2012.
 JU4339
 JU4339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4339.been affixed to the stable North American tectonic plate. See 
 JU4339.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4339
 JU4339.The horizontal coordinates are valid at the epoch date displayed above
 JU4339.which is a decimal equivalence of Year/Month/Day.
 JU4339
 JU4339.The orthometric height was determined by GPS observations and a
 JU4339.high-resolution geoid model.
 JU4339
 JU4339.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4339.GEOID18 height accuracy estimate available here.
 JU4339
 JU4339.Click photographs - Photos may exist for this station.
 JU4339
 JU4339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4339
 JU4339.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4339
 JU4339.The ellipsoidal height was determined by GPS observations
 JU4339.and is referenced to NAD 83.
 JU4339
 JU4339. The following values were computed from the NAD 83(2011) position.
 JU4339
 JU4339;                    North         East     Units Scale Factor Converg.
 JU4339;SPC NJ       -   128,329.867   175,912.363   MT  0.99990826   +0 11 42.0
 JU4339;SPC NJ       -   421,028.91    577,139.14   sFT  0.99990826   +0 11 42.0
 JU4339;UTM  18      - 4,426,838.016   568,591.702   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 11.3
 JU4339:UTM  18      -  15 B 1                                   001 13 54.5
 JU4339
 JU4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6859126838(NAD 83)
 JU4339
 JU4339|---------------------------------------------------------------------|
 JU4339| PID    Reference Object                     Distance      Geod. Az  |
 JU4339|                                                           dddmmss.s |
 JU4339| JU4340 15 B 1                              451.977 METERS 0014453.3 |
 JU4339|---------------------------------------------------------------------|
 JU4339
 JU4339                          SUPERSEDED SURVEY CONTROL
 JU4339
 JU4339  NAD 83(2007)-  39 59 20.16122(N)    074 11 47.66548(W) AD(2002.00) 0
 JU4339  ELLIP H (02/10/07)  -10.384  (m)                       GP(2002.00)    
 JU4339  ELLIP H (10/23/02)  -10.370  (m)                       GP(       ) 4 1
 JU4339  NAD 83(1996)-  39 59 20.16092(N)    074 11 47.66520(W) AD(       ) 1
 JU4339  ELLIP H (05/14/99)  -10.389  (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)  -10.315  (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
 JU4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4339.See file dsdata.pdf to determine how the superseded data were derived.
 JU4339
 JU4339_MARKER: DD = SURVEY DISK
 JU4339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4339_STAMPING: 15 A 1 1989
 JU4339_MARK LOGO: NJGS
 JU4339_PROJECTION: RECESSED 3 CENTIMETERS
 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 - October 22, 2020
 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  HISTORY     - 20201022 GOOD             NJGS
 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.
 JU4339
 JU4339                          STATION RECOVERY (2020)
 JU4339
 JU4339'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 JU4339'THE MARK IS LOCATED IN DOVER TOWNSHIP.
 JU4339'
 JU4339'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 37 AND STATE
 JU4339'ROUTE 166 AT THE DOVER SHOPPING CENTER AND NORTH OF TOMS RIVER,
 JU4339'PROCEED 0.25 MI (0.40 KM) NORTH ON ROUTE 166 TO THE Y JUNCTION WITH
 JU4339'OLD FREEHOLD ROAD, COUNTY ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF
 JU4339'THE RIVERSIDE CEMETERY.  BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM)
 JU4339'NORTH ON OLD FREEHOLD ROAD TO THE JUNCTION WITH BEA LEA ROAD, COUNTY
 JU4339'ROAD 571.  CONTINUE AHEAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 JU4339'RIGHT.
 JU4339'
 JU4339'IT IS SET ON THE WEST SIDE OF THE BEA LEA GOLF COURSE, 32.8 FT (10.0
 JU4339'M) EAST OF THE CENTERLINE OF THE ROAD, 91.25 FT (27.8 M) SOUTH OF POLE
 JU4339'45591, 70.75 FT (21.6 M) EAST OF THE NOSE OF AN ISLAND SEPARATING THE
 JU4339'ENTRANCE AND EXIT TO THE VILLAGES AT BEY LEA LUXURY APARTMENTS, 34.25
 JU4339'FT (10.4 M) NORTH-NORTHEAST OF POLE 45590, 8.33 FT (2.5 M) EAST OF
 JU4339'FACE OF EAST CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6483 ***********************************************************************
 DR6483  DESIGNATION -  15 A 10
 DR6483  PID         -  DR6483
 DR6483  STATE/COUNTY-  NJ/OCEAN
 DR6483  COUNTRY     -  US
 DR6483  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6483
 DR6483                         *CURRENT SURVEY CONTROL
 DR6483  ______________________________________________________________________
 DR6483* NAD 83(1986) POSITION- 39 40 08.50   (N) 074 09 36.03   (W)   HD_HELD1
 DR6483* NAVD 88 ORTHO HEIGHT -     1.366 (meters)        4.48  (feet) ADJUSTED
 DR6483  ______________________________________________________________________
 DR6483  GEOID HEIGHT    -        -33.532 (meters)                     GEOID18
 DR6483  DYNAMIC HEIGHT  -          1.365 (meters)        4.48  (feet) COMP
 DR6483  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 DR6483
 DR6483  VERT ORDER      -  FIRST     CLASS II
 DR6483
 DR6483.The horizontal coordinates were determined by differentially corrected
 DR6483.hand held GPS observations or other comparable positioning techniques
 DR6483.and have an estimated accuracy of +/- 3 meters.
 DR6483
 DR6483.The orthometric height was determined by differential leveling and
 DR6483.adjusted by the NATIONAL GEODETIC SURVEY
 DR6483.in February 2021.
 DR6483
 DR6483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6483.GEOID18 height accuracy estimate available here.
 DR6483
 DR6483.Click photographs - Photos may exist for this station.
 DR6483
 DR6483.The dynamic height is computed by dividing the NAVD 88
 DR6483.geopotential number by the normal gravity value computed on the
 DR6483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6483.degrees latitude (g = 980.6199 gals.).
 DR6483
 DR6483.The modeled gravity was interpolated from observed gravity values.
 DR6483
 DR6483;                    North         East    Units  Estimated Accuracy
 DR6483;SPC NJ       -    92,825.0     179,170.0     MT  (+/- 3 meters HH1 GPS) 
 DR6483
 DR6483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7204691360(NAD 83)
 DR6483
 DR6483                          SUPERSEDED SURVEY CONTROL
 DR6483
 DR6483.No superseded survey control is available for this station.
 DR6483
 DR6483_MARKER: DD = SURVEY DISK
 DR6483_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6483_SP_SET: CURB
 DR6483_STAMPING: 15 A 10 2019
 DR6483_MARK LOGO: NJGS
 DR6483_PROJECTION: FLUSH
 DR6483_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6483+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2023
 DR6483
 DR6483  HISTORY     - Date     Condition        Report By
 DR6483  HISTORY     - 20190319 MONUMENTED       NJGS
 DR6483  HISTORY     - 20231013 GOOD             NJGS
 DR6483
 DR6483                          STATION DESCRIPTION
 DR6483
 DR6483'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6483'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP, SURF CITY ABOUT 8.2 MI
 DR6483'(13.2 KM) EAST-NORTHEAST OF WEST CREEK, 6.7 MI (10.8 KM)
 DR6483'SOUTH-SOUTHWEST OF BARNEGAT LIGHT AND 2.1 MI (3.4 KM) NORTH-NORTHEAST
 DR6483'OF SHIP BOTTOM, IN SURF CITY.
 DR6483'
 DR6483'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6483'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 1.6 MI (2.6 KM) NORTH
 DR6483'ON LONG BEACH BOULEVARD TO THE STATION ON THE RIGHT AT THE SOUTHEAST
 DR6483'CORNER OF THE INTERSECTION 23RD STREET AND LONG BEACH BOULEVARD, IN
 DR6483'FRONT OF HOUSE NUMBER 2216.
 DR6483'
 DR6483'THE STATION IS 76.8 FT (23.4 M) SOUTH-SOUTHWEST OF UTILITY POLE P5560,
 DR6483'56.25 FT (17.1 M) NORTH-NORTHEAST OF UTILITY POLE P5559, 43.5 FT (13.3
 DR6483'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF 23RD STREET, 22.67 FT (6.9 M)
 DR6483'EAST-SOUTHEAST OF THE CENTERLINE OF LONG BEACH BOULEVARD AND 0.33 FT
 DR6483'(10 CM) EAST-SOUTHEAST OF CURB OF LONG BEACH BOULEVARD.
 DR6483
 DR6483                          STATION RECOVERY (2023)
 DR6483
 DR6483'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DR6483'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6496 ***********************************************************************
 DR6496  DESIGNATION -  15 A 11
 DR6496  PID         -  DR6496
 DR6496  STATE/COUNTY-  NJ/OCEAN
 DR6496  COUNTRY     -  US
 DR6496  USGS QUAD   -  LONG BEACH NE (2019)
 DR6496
 DR6496                         *CURRENT SURVEY CONTROL
 DR6496  ______________________________________________________________________
 DR6496* NAD 83(1986) POSITION- 39 43 33.48   (N) 074 07 29.94   (W)   HD_HELD1
 DR6496* NAVD 88 ORTHO HEIGHT -     1.861 (meters)        6.11  (feet) ADJUSTED
 DR6496  ______________________________________________________________________
 DR6496  GEOID HEIGHT    -        -33.399 (meters)                     GEOID18
 DR6496  DYNAMIC HEIGHT  -          1.860 (meters)        6.10  (feet) COMP
 DR6496  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 DR6496
 DR6496  VERT ORDER      -  FIRST     CLASS II
 DR6496
 DR6496.The horizontal coordinates were determined by differentially corrected
 DR6496.hand held GPS observations or other comparable positioning techniques
 DR6496.and have an estimated accuracy of +/- 3 meters.
 DR6496
 DR6496.The orthometric height was determined by differential leveling and
 DR6496.adjusted by the NATIONAL GEODETIC SURVEY
 DR6496.in February 2021.
 DR6496
 DR6496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6496.GEOID18 height accuracy estimate available here.
 DR6496
 DR6496.Click photographs - Photos may exist for this station.
 DR6496
 DR6496.The dynamic height is computed by dividing the NAVD 88
 DR6496.geopotential number by the normal gravity value computed on the
 DR6496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6496.degrees latitude (g = 980.6199 gals.).
 DR6496
 DR6496.The modeled gravity was interpolated from observed gravity values.
 DR6496
 DR6496;                    North         East    Units  Estimated Accuracy
 DR6496;SPC NJ       -    99,158.2     182,148.6     MT  (+/- 3 meters HH1 GPS) 
 DR6496
 DR6496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7498997708(NAD 83)
 DR6496
 DR6496                          SUPERSEDED SURVEY CONTROL
 DR6496
 DR6496.No superseded survey control is available for this station.
 DR6496
 DR6496_MARKER: DD = SURVEY DISK
 DR6496_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6496_SP_SET: CURB
 DR6496_STAMPING: 15 A 11 2019
 DR6496_MARK LOGO: NJGS
 DR6496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6496+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2024
 DR6496
 DR6496  HISTORY     - Date     Condition        Report By
 DR6496  HISTORY     - 20191002 MONUMENTED       NJGS
 DR6496  HISTORY     - 20240320 GOOD             NJGS
 DR6496
 DR6496                          STATION DESCRIPTION
 DR6496
 DR6496'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6496'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF FORKED
 DR6496'RIVER, 6.5 MI (10.5 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 2.4 MI (3.9
 DR6496'KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN LONG BEACH TOWNSHIP.
 DR6496'
 DR6496'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6496'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 6.2 MI
 DR6496'(10.0 KM) NORTH ON LONG BEACH BOULEVARD TO THE JUNCTION WITH POMPANO
 DR6496'DRIVE AND THE STATION, SET IN A DRILL HOLE IN THE INLET CURB PIECE ON
 DR6496'THE SOUTHWEST CORNER OF LONG BEACH BOULEVARD AND POMPANO DRIVE.
 DR6496'
 DR6496'THE STATION IS 22 FT (6.7 M) WEST-NORTHWEST OF THE CENTERLINE OF THE
 DR6496'SOUTHBOUND LANES OF LONG BEACH BOULEVARD, 52 FT (15.8 M)
 DR6496'SOUTH-SOUTHWEST OF THE CENTERLINE OF POMPANO DRIVE, 69.5 FT (21.2 M)
 DR6496'NORTH-NORTHEAST OF POLE NUMBER BT53LB T2082, 83 FT (25.3 M)
 DR6496'SOUTH-SOUTHWEST OF A POLE WITH NO NUMBER AND 3.8 FT (1.2 M)
 DR6496'SOUTH-SOUTHWEST OF THE CENTER OF THE INLET HOOD.
 DR6496
 DR6496                          STATION RECOVERY (2024)
 DR6496
 DR6496'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DR6496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6517 ***********************************************************************
 DR6517  DESIGNATION -  15 A 12
 DR6517  PID         -  DR6517
 DR6517  STATE/COUNTY-  NJ/OCEAN
 DR6517  COUNTRY     -  US
 DR6517  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6517
 DR6517                         *CURRENT SURVEY CONTROL
 DR6517  ______________________________________________________________________
 DR6517* NAD 83(1986) POSITION- 39 40 39.04   (N) 074 09 06.62   (W)   HD_HELD1
 DR6517* NAVD 88 ORTHO HEIGHT -     3.039 (meters)        9.97  (feet) ADJUSTED
 DR6517  ______________________________________________________________________
 DR6517  GEOID HEIGHT    -        -33.516 (meters)                     GEOID18
 DR6517  DYNAMIC HEIGHT  -          3.038 (meters)        9.97  (feet) COMP
 DR6517  MODELED GRAVITY -    980,154.3   (mgal)                       NAVD 88
 DR6517
 DR6517  VERT ORDER      -  FIRST     CLASS II
 DR6517
 DR6517.The horizontal coordinates were determined by differentially corrected
 DR6517.hand held GPS observations or other comparable positioning techniques
 DR6517.and have an estimated accuracy of +/- 3 meters.
 DR6517
 DR6517.The orthometric height was determined by differential leveling and
 DR6517.adjusted by the NATIONAL GEODETIC SURVEY
 DR6517.in February 2021.
 DR6517
 DR6517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6517.GEOID18 height accuracy estimate available here.
 DR6517
 DR6517.Click photographs - Photos may exist for this station.
 DR6517
 DR6517.The dynamic height is computed by dividing the NAVD 88
 DR6517.geopotential number by the normal gravity value computed on the
 DR6517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6517.degrees latitude (g = 980.6199 gals.).
 DR6517
 DR6517.The modeled gravity was interpolated from observed gravity values.
 DR6517
 DR6517;                    North         East    Units  Estimated Accuracy
 DR6517;SPC NJ       -    93,769.5     179,867.3     MT  (+/- 3 meters HH1 GPS) 
 DR6517
 DR6517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7273892308(NAD 83)
 DR6517
 DR6517                          SUPERSEDED SURVEY CONTROL
 DR6517
 DR6517.No superseded survey control is available for this station.
 DR6517
 DR6517_MARKER: DD = SURVEY DISK
 DR6517_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6517_SP_SET: CURB
 DR6517_STAMPING: 15 A 12 2020
 DR6517_MARK LOGO: USACE
 DR6517_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6517+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6517
 DR6517  HISTORY     - Date     Condition        Report By
 DR6517  HISTORY     - 20200422 MONUMENTED       USACE
 DR6517  HISTORY     - 20200825 GOOD             NJGS
 DR6517
 DR6517                          STATION DESCRIPTION
 DR6517
 DR6517'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6517'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST-NORTHEAST OF WEST
 DR6517'CREEK, 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT AND 2.9 MI
 DR6517'(4.7 KM) NORTH-NORTHEAST OF SHIP BOTTOM, IN NORTH BEACH.
 DR6517'
 DR6517'TO REACH FROM THE INTERSECTION OF ROUTE 72 EASTBOUND AND LONG BEACH
 DR6517'BOULEVARD, GO 2.3 MI (3.7 KM) NORTH ON LONG BEACH BOULEVARD (COUNTY
 DR6517'ROUTE 607) TO A DRIVE LEADING EAST TO A MUNICIPAL TENNIS COMPLEX AND A
 DR6517'VEHICLE BEACH ACCESS AHEAD BEHIND A MUNICIPAL SEWAGE PUMP STATION, SET
 DR6517'IN A DRILL  HOLE IN THE EAST END OF THE NORTH CURB TO THE BEACH
 DR6517'ACCESS.
 DR6517'
 DR6517'IT IS 13.25 FT (4.0 M) NORTHWEST OF SOUTHEAST END OF THE BULKHEAD,
 DR6517'67.25 FT (20.5 M) EAST-SOUTHEAST OF THE SOUTHEAST END OF THE TENNIS
 DR6517'COURT FENCE, 98 FT (29.9 M) EAST OF THE SOUTH CORNER OF THE TENNIS
 DR6517'COURT, 263.75 FT (80.4 M) SOUTHEAST OF POLE NUMBER T2613 AND ABOUT 285
 DR6517'FT (86.9 M) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 DR6517'LONG BEACH BOULEVARD.
 DR6517'
 DR6517'.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6313 ***********************************************************************
 KV6313  DESIGNATION -  15 A 2
 KV6313  PID         -  KV6313
 KV6313  STATE/COUNTY-  NJ/OCEAN
 KV6313  COUNTRY     -  US
 KV6313  USGS QUAD   -  ROOSEVELT (2019)
 KV6313
 KV6313                         *CURRENT SURVEY CONTROL
 KV6313  ______________________________________________________________________
 KV6313* NAD 83(1986) POSITION- 40 09 29.35   (N) 074 24 19.56   (W)   HD_HELD1
 KV6313* NAVD 88 ORTHO HEIGHT -    50.441 (meters)      165.49  (feet) ADJUSTED
 KV6313  ______________________________________________________________________
 KV6313  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 KV6313  DYNAMIC HEIGHT  -         50.420 (meters)      165.42  (feet) COMP
 KV6313  MODELED GRAVITY -    980,207.3   (mgal)                       NAVD 88
 KV6313
 KV6313  VERT ORDER      -  FIRST     CLASS II
 KV6313
 KV6313.The horizontal coordinates were determined by differentially corrected
 KV6313.hand held GPS observations or other comparable positioning techniques
 KV6313.and have an estimated accuracy of +/- 3 meters.
 KV6313
 KV6313.The orthometric height was determined by differential leveling and
 KV6313.adjusted by the NATIONAL GEODETIC SURVEY
 KV6313.in June 1991.
 KV6313
 KV6313.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6313.GEOID18 height accuracy estimate available here.
 KV6313
 KV6313.Click photographs - Photos may exist for this station.
 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       -   147,077.6     158,055.9     MT  (+/- 3 meters HH1 GPS) 
 KV6313
 KV6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5063445480(NAD 83)
 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
 KV6313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6313.See file dsdata.pdf to determine how the superseded data were derived.
 KV6313
 KV6313_MARKER: B = BOLT
 KV6313_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV6313_STAMPING: 15 A 2
 KV6313_MARK LOGO: NJGS
 KV6313_PROJECTION: RECESSED 21 CENTIMETERS
 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 - May 13, 2021
 KV6313
 KV6313  HISTORY     - Date     Condition        Report By
 KV6313  HISTORY     - UNK      MONUMENTED       NJDT
 KV6313  HISTORY     - 19890623 GOOD             NJGS
 KV6313  HISTORY     - 20180301 GOOD             AAAS
 KV6313  HISTORY     - 20210513 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.
 KV6313
 KV6313                          STATION RECOVERY (2018)
 KV6313
 KV6313'RECOVERY NOTE BY ARORA AND ASSOCIATES 2018 (FAC)
 KV6313'THE STATION IS 88.0 FT (26.8 M) NORTHWEST ALONG THE CENTER MEDIAN FROM
 KV6313'MILE POST MARKER 17.8 ON THE SOUTH SIDE OF THE EASTBOUND LANES OF
 KV6313'INTERSTATE HIGHWAY 195.
 KV6313
 KV6313                          STATION RECOVERY (2021)
 KV6313
 KV6313'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV6313'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6730 ***********************************************************************
 AB6730  DESIGNATION -  15 A 3
 AB6730  PID         -  AB6730
 AB6730  STATE/COUNTY-  NJ/OCEAN
 AB6730  COUNTRY     -  US
 AB6730  USGS QUAD   -  TUCKERTON (2019)
 AB6730
 AB6730                         *CURRENT SURVEY CONTROL
 AB6730  ______________________________________________________________________
 AB6730* NAD 83(2011) POSITION- 39 36 09.89121(N) 074 20 19.20116(W)   ADJUSTED
 AB6730* NAD 83(2011) ELLIP HT-   -25.853 (meters)        (06/27/12)   ADJUSTED
 AB6730* NAD 83(2011) EPOCH   -  2010.00
 AB6730* NAVD 88 ORTHO HEIGHT -     7.631 (meters)       25.04  (feet) ADJUSTED
 AB6730  ______________________________________________________________________
 AB6730  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 AB6730  NAD 83(2011) X  -  1,328,406.300 (meters)                     COMP
 AB6730  NAD 83(2011) Y  - -4,738,228.498 (meters)                     COMP
 AB6730  NAD 83(2011) Z  -  4,044,082.954 (meters)                     COMP
 AB6730  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 AB6730  DYNAMIC HEIGHT  -          7.628 (meters)       25.03  (feet) COMP
 AB6730  MODELED GRAVITY -    980,153.1   (mgal)                       NAVD 88
 AB6730
 AB6730  VERT ORDER      -  FIRST     CLASS II
 AB6730
 AB6730  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6730  Standards:
 AB6730         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6730            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6730  -------------------------------------------------------------------
 AB6730  NETWORK    0.45   0.78           0.20   0.16   0.40     -0.09305762
 AB6730  -------------------------------------------------------------------
 AB6730  Click here for local accuracies and other accuracy information.
 AB6730
 AB6730.The horizontal coordinates were established by GPS observations
 AB6730.and adjusted by the National Geodetic Survey in June 2012.
 AB6730
 AB6730.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6730.been affixed to the stable North American tectonic plate. See 
 AB6730.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6730
 AB6730.The horizontal coordinates are valid at the epoch date displayed above
 AB6730.which is a decimal equivalence of Year/Month/Day.
 AB6730
 AB6730.The orthometric height was determined by differential leveling and
 AB6730.adjusted by the NATIONAL GEODETIC SURVEY
 AB6730.in September 1996.
 AB6730
 AB6730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6730.GEOID18 height accuracy estimate available here.
 AB6730
 AB6730.Click photographs - Photos may exist for this station.
 AB6730
 AB6730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6730
 AB6730.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6730
 AB6730.The ellipsoidal height was determined by GPS observations
 AB6730.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AB6730
 AB6730;                    North         East     Units Scale Factor Converg.
 AB6730;SPC NJ       -    85,423.989   163,854.968   MT  0.99990236   +0 06 10.2
 AB6730;SPC NJ       -   280,261.87    537,580.84   sFT  0.99990236   +0 06 10.2
 AB6730;UTM  18      - 4,383,876.482   556,777.188   MT  0.99963969   +0 25 17.7
 AB6730
 AB6730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6730!SPC NJ       -   1.00000406  x   0.99990236  =   0.99990642
 AB6730!UTM  18      -   1.00000406  x   0.99963969  =   0.99964374
 AB6730
 AB6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5677783876(NAD 83)
 AB6730
 AB6730                          SUPERSEDED SURVEY CONTROL
 AB6730
 AB6730  NAD 83(2007)-  39 36 09.89118(N)    074 20 19.20162(W) AD(2002.00) B
 AB6730  ELLIP H (03/15/07)  -25.797  (m)                       GP(2002.00) 4 1
 AB6730  NAD 83(2007)-  39 36 09.89193(N)    074 20 19.20210(W) AD(2002.00) 0
 AB6730  ELLIP H (02/10/07)  -25.848  (m)                       GP(2002.00)    
 AB6730  ELLIP H (10/23/02)  -25.828  (m)                       GP(       ) 4 1
 AB6730  NAD 83(1996)-  39 36 09.89154(N)    074 20 19.20205(W) AD(       ) 1
 AB6730  ELLIP H (05/14/99)  -25.848  (m)                       GP(       ) 4 1
 AB6730  NAD 83(1986)-  39 36 09.88568(N)    074 20 19.19907(W) AD(       ) 1
 AB6730  NAVD 88               7.63   (m)           25.0    (f) LEVELING    3  
 AB6730
 AB6730.Superseded values are not recommended for survey control.
 AB6730
 AB6730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6730.See file dsdata.pdf to determine how the superseded data were derived.
 AB6730
 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 - October 09, 2007
 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  HISTORY     - 20061113 GOOD             NJGS
 AB6730  HISTORY     - 20071009 GOOD             NJDEP
 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
 AB6730
 AB6730                          STATION RECOVERY (2006)
 AB6730
 AB6730'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (EJO)
 AB6730'RECOVERED AS DESCRIBED.
 AB6730
 AB6730                          STATION RECOVERY (2007)
 AB6730
 AB6730'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 AB6730'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5979 ***********************************************************************
 DM5979  DESIGNATION -  15 A 4
 DM5979  PID         -  DM5979
 DM5979  STATE/COUNTY-  NJ/OCEAN
 DM5979  COUNTRY     -  US
 DM5979  USGS QUAD   -  TOMS RIVER (2019)
 DM5979
 DM5979                         *CURRENT SURVEY CONTROL
 DM5979  ______________________________________________________________________
 DM5979* NAD 83(1986) POSITION- 39 57 37.     (N) 074 12 15.     (W)   SCALED
 DM5979* NAVD 88 ORTHO HEIGHT -     5.489 (meters)       18.01  (feet) ADJUSTED
 DM5979  ______________________________________________________________________
 DM5979  GEOID HEIGHT    -        -33.007 (meters)                     GEOID18
 DM5979  DYNAMIC HEIGHT  -          5.487 (meters)       18.00  (feet) COMP
 DM5979  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 DM5979
 DM5979  VERT ORDER      -  FIRST     CLASS II
 DM5979
 DM5979.The horizontal coordinates were scaled from a map and have
 DM5979.an estimated accuracy of +/- 6 seconds.
 DM5979
 DM5979.The orthometric height was determined by differential leveling and
 DM5979.adjusted by the NATIONAL GEODETIC SURVEY
 DM5979.in May 2011.
 DM5979
 DM5979.No vertical observational check was made to the station.
 DM5979
 DM5979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5979.GEOID18 height accuracy estimate available here.
 DM5979
 DM5979.Click photographs - Photos may exist for this station.
 DM5979
 DM5979.The dynamic height is computed by dividing the NAVD 88
 DM5979.geopotential number by the normal gravity value computed on the
 DM5979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5979.degrees latitude (g = 980.6199 gals.).
 DM5979
 DM5979.The modeled gravity was interpolated from observed gravity values.
 DM5979
 DM5979;                    North         East    Units  Estimated Accuracy
 DM5979;SPC NJ       -   125,150.      175,270.      MT  (+/- 180 meters Scaled)
 DM5979
 DM5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK679236(NAD 83)
 DM5979
 DM5979                          SUPERSEDED SURVEY CONTROL
 DM5979
 DM5979.No superseded survey control is available for this station.
 DM5979
 DM5979_MARKER: DD = SURVEY DISK
 DM5979_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5979_SP_SET: PARKING LOT LIGHT BASE
 DM5979_STAMPING: 15 A 4 2006
 DM5979_MARK LOGO: NJGS
 DM5979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5979+STABILITY: SURFACE MOTION
 DM5979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5979+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DM5979
 DM5979  HISTORY     - Date     Condition        Report By
 DM5979  HISTORY     - 20060828 MONUMENTED       NJGS
 DM5979
 DM5979                          STATION DESCRIPTION
 DM5979
 DM5979'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5979'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, SET IN A DRILL
 DM5979'HOLE IN THE SOUTHWEST CORNER OF THE TOP OF A PARKING LOT LIGHT BASE IN
 DM5979'THE SOUTH PARKING AREA FOR THE TOMS RIVER SHOPPING CENTER, 99.7 FT
 DM5979'(30.4 M) WEST OF THE CENTERLINE OF HIGHLAND PARKWAY.
 DM5979'
 DM5979'TO REACH THE STATION FROM THE JUNCTION OF NJ HIGHWAY 37 AND NJ HIGHWAY
 DM5979'166 (MAIN STREET) GO 0.1 MI (0.2 KM) SOUTH ON ROUTE 166 TO HIGHLAND
 DM5979'PARKWAY.  TURN RIGHT AND GO WEST THEN SOUTH FOR 0.2 MI (0.3 KM) TO THE
 DM5979'ENTRANCE FOR THE SHOPPING CENTER ON THE RIGHT.  TURN RIGHT AND GO INTO
 DM5979'THE PARKING LOT.  TURN LEFT AND GO BACK TOWARD HIGHLAND AVENUE TO THE
 DM5979'STATION AHEAD.
 DM5979'
 DM5979'THE STATION IS 30.6 FT (9.3 M) SOUTH OF THE SOUTH CURB OF THE PARKING
 DM5979'LOT, 93.4 FT (28.5 M) SOUTHWEST OF POLE NUMBER JC 8630 DV ON HIGHLAND
 DM5979'AVENUE, 104.0 FT (31.7 M) NORTHWEST OF POLE NUMBER JC 8629 DV ON
 DM5979'HIGHLAND AVENUE, 165.0 FT (50.3 M) SOUTH OF THE CENTERLINE OF THE
 DM5979'ENTRANCE DRIVE FOR THE SHOPPING CENTER FROM HIGHLAND AVENUE.  THE
 DM5979'STATION IS ABOUT 3.0 FT (0.9 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7854 ***********************************************************************
 DM7854  DESIGNATION -  15 A 5
 DM7854  PID         -  DM7854
 DM7854  STATE/COUNTY-  NJ/OCEAN
 DM7854  COUNTRY     -  US
 DM7854  USGS QUAD   -  TOMS RIVER (2019)
 DM7854
 DM7854                         *CURRENT SURVEY CONTROL
 DM7854  ______________________________________________________________________
 DM7854* NAD 83(1986) POSITION- 39 57 28.     (N) 074 11 58.     (W)   SCALED
 DM7854* NAVD 88 ORTHO HEIGHT -    11.561 (meters)       37.93  (feet) ADJUSTED
 DM7854  ______________________________________________________________________
 DM7854  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 DM7854  DYNAMIC HEIGHT  -         11.555 (meters)       37.91  (feet) COMP
 DM7854  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 DM7854
 DM7854  VERT ORDER      -  FIRST     CLASS II
 DM7854
 DM7854.The horizontal coordinates were scaled from a map and have
 DM7854.an estimated accuracy of +/- 6 seconds.
 DM7854
 DM7854.The orthometric height was determined by differential leveling and
 DM7854.adjusted by the NATIONAL GEODETIC SURVEY
 DM7854.in May 2012.
 DM7854
 DM7854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7854.GEOID18 height accuracy estimate available here.
 DM7854
 DM7854.Click photographs - Photos may exist for this station.
 DM7854
 DM7854.The dynamic height is computed by dividing the NAVD 88
 DM7854.geopotential number by the normal gravity value computed on the
 DM7854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7854.degrees latitude (g = 980.6199 gals.).
 DM7854
 DM7854.The modeled gravity was interpolated from observed gravity values.
 DM7854
 DM7854;                    North         East    Units  Estimated Accuracy
 DM7854;SPC NJ       -   124,870.      175,680.      MT  (+/- 180 meters Scaled)
 DM7854
 DM7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK683233(NAD 83)
 DM7854
 DM7854                          SUPERSEDED SURVEY CONTROL
 DM7854
 DM7854.No superseded survey control is available for this station.
 DM7854
 DM7854_MARKER: DD = SURVEY DISK
 DM7854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7854_SP_SET: CURB
 DM7854_STAMPING: 15 A 5 2010
 DM7854_MARK LOGO: NJGS
 DM7854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7854+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2010
 DM7854
 DM7854  HISTORY     - Date     Condition        Report By
 DM7854  HISTORY     - 20100409 MONUMENTED       NJGS
 DM7854
 DM7854                          STATION DESCRIPTION
 DM7854
 DM7854'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7854'THE STATION IS LOCATED IN DOVER TOWNSHIP, IN TOMS RIVER AT THE
 DM7854'NORTHWEST CORNER OF THE JUNCTION OF BROAD STREET AND NORTH MAIN STREET
 DM7854'(STATE ROUTE 166).
 DM7854'
 DM7854'THE STATION IS SET IN A DRILL HOLE IN THE NORTH CURBLINE OF BROAD
 DM7854'STREET.
 DM7854'
 DM7854'IT IS 21.3 FT (6.5 M) WEST OF THE WEST CURB OF NORTH MAIN STREET, 24.0
 DM7854'FT (7.3 M) SOUTHWEST OF A FIRE HYDRANT, 32.4 FT (9.9 M) NORTHWEST OF
 DM7854'POLE NUMBER BT45078D, 13.0 FT (4.0 M) NORTH OF THE BROAD STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7920 ***********************************************************************
 DP7920  DESIGNATION -  15 A 5
 DP7920  PID         -  DP7920
 DP7920  STATE/COUNTY-  NJ/OCEAN
 DP7920  COUNTRY     -  US
 DP7920  USGS QUAD   -  SEASIDE PARK (2019)
 DP7920
 DP7920                         *CURRENT SURVEY CONTROL
 DP7920  ______________________________________________________________________
 DP7920* NAD 83(1986) POSITION- 39 56 56.18   (N) 074 04 27.74   (W)   HD_HELD1
 DP7920* NAVD 88 ORTHO HEIGHT -     1.630 (meters)        5.35  (feet) ADJUSTED
 DP7920  ______________________________________________________________________
 DP7920  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 DP7920  DYNAMIC HEIGHT  -          1.629 (meters)        5.34  (feet) COMP
 DP7920  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DP7920
 DP7920  VERT ORDER      -  FIRST     CLASS II
 DP7920
 DP7920.The horizontal coordinates were determined by differentially corrected
 DP7920.hand held GPS observations or other comparable positioning techniques
 DP7920.and have an estimated accuracy of +/- 3 meters.
 DP7920
 DP7920.The orthometric height was determined by differential leveling and
 DP7920.adjusted by the NATIONAL GEODETIC SURVEY
 DP7920.in September 2015.
 DP7920
 DP7920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7920.GEOID18 height accuracy estimate available here.
 DP7920
 DP7920.Click photographs - Photos may exist for this station.
 DP7920
 DP7920.The dynamic height is computed by dividing the NAVD 88
 DP7920.geopotential number by the normal gravity value computed on the
 DP7920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7920.degrees latitude (g = 980.6199 gals.).
 DP7920
 DP7920.The modeled gravity was interpolated from observed gravity values.
 DP7920
 DP7920;                    North         East    Units  Estimated Accuracy
 DP7920;SPC NJ       -   123,932.2     186,369.5     MT  (+/- 3 meters HH1 GPS) 
 DP7920
 DP7920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7907022500(NAD 83)
 DP7920
 DP7920                          SUPERSEDED SURVEY CONTROL
 DP7920
 DP7920.No superseded survey control is available for this station.
 DP7920
 DP7920_STAMPING: 15 A 5 2012
 DP7920_MARK LOGO: NJGS
 DP7920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7920+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7920
 DP7920  HISTORY     - Date     Condition        Report By
 DP7920  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7920  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7920
 DP7920                          STATION DESCRIPTION
 DP7920
 DP7920'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7920'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH OF POINT PLEASANT,
 DP7920'6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 1.5 MI (2.4 KM) NORTH OF
 DP7920'SEASIDE PARK.
 DP7920'
 DP7920'THE STATION IS LOCATED IN THE TOWNSHIP OF TOMS RIVER.
 DP7920'
 DP7920'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 DP7920'THE NORTHBOUND LANES OF CENTRAL AVENUE (STATE HIGHWAY 35 NORTHBOUND)
 DP7920'AND A LOCAL ACCESS ROAD, SET FLUSH IN A DRILL HOLE AT THE SOUTHWEST
 DP7920'CORNER OF A CONCRETE FOUNDATION FOR A TRAFFIC SIGNAL POLE.
 DP7920'
 DP7920'THE STATION IS 43.9 FT (13.4 M) SOUTH FROM WOOD UTILITY POLE NUMBER JC
 DP7920'5271 D, 1.6 FT (0.5 M) EAST FROM THE EAST CURB OF THE ACCESS ROAD,
 DP7920'64.0 FT (19.5 M) NORTH FROM THE CENTERLINE OF CENTRAL AVENUE AND 9.5
 DP7920'FT (2.9 M) WEST FROM THE WEST CURB OF STATE HIGHWAY 35 NORTHBOUND
 DP7920'LANES.
 DP7920
 DP7920                          STATION RECOVERY (2015)
 DP7920
 DP7920'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7920'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7993 ***********************************************************************
 DP7993  DESIGNATION -  15 A 6
 DP7993  PID         -  DP7993
 DP7993  STATE/COUNTY-  NJ/OCEAN
 DP7993  COUNTRY     -  US
 DP7993  USGS QUAD   -  POINT PLEASANT (2019)
 DP7993
 DP7993                         *CURRENT SURVEY CONTROL
 DP7993  ______________________________________________________________________
 DP7993* NAD 83(1986) POSITION- 40 04 40.71   (N) 074 02 33.34   (W)   HD_HELD1
 DP7993* NAVD 88 ORTHO HEIGHT -     1.803 (meters)        5.92  (feet) ADJUSTED
 DP7993  ______________________________________________________________________
 DP7993  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 DP7993  DYNAMIC HEIGHT  -          1.802 (meters)        5.91  (feet) COMP
 DP7993  MODELED GRAVITY -    980,157.5   (mgal)                       NAVD 88
 DP7993
 DP7993  VERT ORDER      -  FIRST     CLASS II
 DP7993
 DP7993.The horizontal coordinates were determined by differentially corrected
 DP7993.hand held GPS observations or other comparable positioning techniques
 DP7993.and have an estimated accuracy of +/- 3 meters.
 DP7993
 DP7993.The orthometric height was determined by differential leveling and
 DP7993.adjusted by the NATIONAL GEODETIC SURVEY
 DP7993.in September 2015.
 DP7993
 DP7993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7993.GEOID18 height accuracy estimate available here.
 DP7993
 DP7993.Click photographs - Photos may exist for this station.
 DP7993
 DP7993.The dynamic height is computed by dividing the NAVD 88
 DP7993.geopotential number by the normal gravity value computed on the
 DP7993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7993.degrees latitude (g = 980.6199 gals.).
 DP7993
 DP7993.The modeled gravity was interpolated from observed gravity values.
 DP7993
 DP7993;                    North         East    Units  Estimated Accuracy
 DP7993;SPC NJ       -   138,271.8     189,011.3     MT  (+/- 3 meters HH1 GPS) 
 DP7993
 DP7993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8163136850(NAD 83)
 DP7993
 DP7993                          SUPERSEDED SURVEY CONTROL
 DP7993
 DP7993.No superseded survey control is available for this station.
 DP7993
 DP7993_MARKER: DD = SURVEY DISK
 DP7993_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7993+WITH SETTING: PAVEMENT
 DP7993_SP_SET: ELECTRICAL BOX FOUNDATION
 DP7993_STAMPING: 15 A 6 2012
 DP7993_MARK LOGO: NJGS
 DP7993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7993+STABILITY: SURFACE MOTION
 DP7993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7993+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2021
 DP7993
 DP7993  HISTORY     - Date     Condition        Report By
 DP7993  HISTORY     - 20120517 MONUMENTED       NJGS
 DP7993  HISTORY     - 20160411 GOOD             NJGS
 DP7993  HISTORY     - 20211215 GOOD             NJGS
 DP7993
 DP7993                          STATION DESCRIPTION
 DP7993
 DP7993'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7993'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST OF LAKEWOOD, 1.4 MI
 DP7993'(2.3 KM) EAST-SOUTHEAST OF POINT PLEASANT AND 1.0 MI (1.6 KM)
 DP7993'SOUTH-SOUTHEAST OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN
 DP7993'THE BOROUGH OF POINT PLEASANT BEACH.
 DP7993'
 DP7993'THE STATION IS ON THE NORTHEAST SIDE OF STATE HIGHWAY 35, SET FLUSH IN
 DP7993'A DRILL HOLE AT THE SOUTHWEST CORNER OF A NEW JERSEY DEPARTMENT OF
 DP7993'TRANSPORTATION RECTANGULAR CONCRETE ELECTRICAL UTILITY BOX AT THE
 DP7993'NORTHWEST CORNER OF A TRIANGULAR SHAPED CONCRETE TRAFFIC ISLAND AT THE
 DP7993'T-JUNCTION WITH OCEAN AVENUE (COUNTY ROAD 635).
 DP7993'
 DP7993'THE STATION IS 30.0 FT (9.1 M) SOUTH FROM THE CENTERLINE OF OCEAN
 DP7993'AVENUE, 5.5 FT (1.7 M) EAST-SOUTHEAST FROM A TRAFFIC SIGNAL POLE, 13.2
 DP7993'FT (4.0 M) NORTHEAST FROM A TRAFFIC SIGN (GARDEN STATE PARKWAY AHEAD)
 DP7993'WITH WITNESS SIGN ATTACHED, 34.0 FT (10.4 M) NORTH FROM THE SOUTH NOSE
 DP7993'OF THE TRAFFIC ISLAND AND 38.0 FT (11.6 M) EAST FROM THE CENTERLINE OF
 DP7993'STATE HIGHWAY 35.
 DP7993
 DP7993                          STATION RECOVERY (2016)
 DP7993
 DP7993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7993'RECOVERED AS DESCRIBED.
 DP7993
 DP7993                          STATION RECOVERY (2021)
 DP7993
 DP7993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DP7993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7909 ***********************************************************************
 DP7909  DESIGNATION -  15 A 7
 DP7909  PID         -  DP7909
 DP7909  STATE/COUNTY-  NJ/OCEAN
 DP7909  COUNTRY     -  US
 DP7909  USGS QUAD   -  POINT PLEASANT (2019)
 DP7909
 DP7909                         *CURRENT SURVEY CONTROL
 DP7909  ______________________________________________________________________
 DP7909* NAD 83(1986) POSITION- 40 05 28.43   (N) 074 02 19.34   (W)   HD_HELD1
 DP7909* NAVD 88 ORTHO HEIGHT -     2.271 (meters)        7.45  (feet) ADJUSTED
 DP7909  ______________________________________________________________________
 DP7909  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 DP7909  DYNAMIC HEIGHT  -          2.270 (meters)        7.45  (feet) COMP
 DP7909  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 DP7909
 DP7909  VERT ORDER      -  FIRST     CLASS II
 DP7909
 DP7909.The horizontal coordinates were determined by differentially corrected
 DP7909.hand held GPS observations or other comparable positioning techniques
 DP7909.and have an estimated accuracy of +/- 3 meters.
 DP7909
 DP7909.The orthometric height was determined by differential leveling and
 DP7909.adjusted by the NATIONAL GEODETIC SURVEY
 DP7909.in September 2015.
 DP7909
 DP7909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7909.GEOID18 height accuracy estimate available here.
 DP7909
 DP7909.Click photographs - Photos may exist for this station.
 DP7909
 DP7909.The dynamic height is computed by dividing the NAVD 88
 DP7909.geopotential number by the normal gravity value computed on the
 DP7909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7909.degrees latitude (g = 980.6199 gals.).
 DP7909
 DP7909.The modeled gravity was interpolated from observed gravity values.
 DP7909
 DP7909;                    North         East    Units  Estimated Accuracy
 DP7909;SPC NJ       -   139,745.2     189,335.4     MT  (+/- 3 meters HH1 GPS) 
 DP7909
 DP7909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8194738325(NAD 83)
 DP7909
 DP7909                          SUPERSEDED SURVEY CONTROL
 DP7909
 DP7909.No superseded survey control is available for this station.
 DP7909
 DP7909_MARKER: DD = SURVEY DISK
 DP7909_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7909+WITH SETTING: PAVEMENT
 DP7909_SP_SET: BASE
 DP7909_STAMPING: 15 A 7 2013
 DP7909_MARK LOGO: NJGS
 DP7909_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7909+STABILITY: SURFACE MOTION
 DP7909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7909+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7909
 DP7909  HISTORY     - Date     Condition        Report By
 DP7909  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7909  HISTORY     - 20160411 GOOD             NJGS
 DP7909
 DP7909                          STATION DESCRIPTION
 DP7909
 DP7909'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7909'THE STATION IS LOCATED ABOUT 9.5 MI (15.2 KM) EAST OF LAKEWOOD, 1.5 MI
 DP7909'(2.4 KM) EAST OF POINT PLEASANT AND 0.7 MI (1.1 KM) SOUTHEAST OF POINT
 DP7909'PLEASANT BEACH, IN POINT PLEASANT BEACH BOROUGH.
 DP7909'
 DP7909'THE STATION IS SET IN A DRILL HOLE IN THE CENTER OF A 3 FT (0.9 M)
 DP7909'SQUARE FORMER MAST BASE ON THE SOUTH SIDE OF THE BRICK BUILDING (OCEAN
 DP7909'COUNTY UTILITY AUTHORITY, NPS-8, POINT PLEASANT BEACH-OCEAN LIFT
 DP7909'STATION) IN THE WEST PART OF THE MUNICIPAL PARKING LOT BETWEEN
 DP7909'TRENTON, ARNOLD AND OCEAN AVENUES.  THE PARKING LOT IS ACROSS OCEAN
 DP7909'AVENUE FROM THE AMUSEMENT PARK RIDES.
 DP7909'
 DP7909'THE STATION IS 18.6 FT (5.7 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER
 DP7909'OF THE BUILDING, 15.5 FT (4.7 M) WEST-SOUTHWEST OF THE SOUTHEAST
 DP7909'CORNER OF THE BUILDING, 5.2 FT (1.6 M) SOUTH OF THE SOUTH FACE OF THE
 DP7909'SOUTH WALL, 175 FT (53.3 M) WEST-NORTHWEST OF THE CENTERLINE OF OCEAN
 DP7909'AVENUE.
 DP7909
 DP7909                          STATION RECOVERY (2016)
 DP7909
 DP7909'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7909'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4011 ***********************************************************************
 DQ4011  DESIGNATION -  15 A 8
 DQ4011  PID         -  DQ4011
 DQ4011  STATE/COUNTY-  NJ/OCEAN
 DQ4011  COUNTRY     -  US
 DQ4011  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4011
 DQ4011                         *CURRENT SURVEY CONTROL
 DQ4011  ______________________________________________________________________
 DQ4011* NAD 83(1986) POSITION- 39 55 18.03   (N) 074 04 42.98   (W)   HD_HELD1
 DQ4011* NAVD 88 ORTHO HEIGHT -     1.185 (meters)        3.89  (feet) ADJUSTED
 DQ4011  ______________________________________________________________________
 DQ4011  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 DQ4011  DYNAMIC HEIGHT  -          1.184 (meters)        3.88  (feet) COMP
 DQ4011  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DQ4011
 DQ4011  VERT ORDER      -  FIRST     CLASS II
 DQ4011
 DQ4011.The horizontal coordinates were determined by differentially corrected
 DQ4011.hand held GPS observations or other comparable positioning techniques
 DQ4011.and have an estimated accuracy of +/- 3 meters.
 DQ4011
 DQ4011.The orthometric height was determined by differential leveling and
 DQ4011.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4011.in March 2017.
 DQ4011
 DQ4011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4011.GEOID18 height accuracy estimate available here.
 DQ4011
 DQ4011.Click photographs - Photos may exist for this station.
 DQ4011
 DQ4011.The dynamic height is computed by dividing the NAVD 88
 DQ4011.geopotential number by the normal gravity value computed on the
 DQ4011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4011.degrees latitude (g = 980.6199 gals.).
 DQ4011
 DQ4011.The modeled gravity was interpolated from observed gravity values.
 DQ4011
 DQ4011;                    North         East    Units  Estimated Accuracy
 DQ4011;SPC NJ       -   120,903.6     186,022.0     MT  (+/- 3 meters HH1 GPS) 
 DQ4011
 DQ4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7874019470(NAD 83)
 DQ4011
 DQ4011                          SUPERSEDED SURVEY CONTROL
 DQ4011
 DQ4011.No superseded survey control is available for this station.
 DQ4011
 DQ4011_MARKER: DD = SURVEY DISK
 DQ4011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4011_STAMPING: 15 A 8 2015
 DQ4011_MARK LOGO: NJDT
 DQ4011_PROJECTION: FLUSH
 DQ4011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4011+STABILITY: SURFACE MOTION
 DQ4011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4011+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4011
 DQ4011  HISTORY     - Date     Condition        Report By
 DQ4011  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4011  HISTORY     - 20151110 GOOD             NJGS
 DQ4011
 DQ4011                          STATION DESCRIPTION
 DQ4011
 DQ4011'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4011'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF FORKED
 DQ4011'RIVER, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE TOWN
 DQ4011'OF SEASIDE PARK, NJ., IN THE BOROUGH OF SEASIDE PARK.
 DQ4011'
 DQ4011'THE STATION IS SET IN THE NORTH END OF A GRASS PARKING ISLAND BETWEEN
 DQ4011'THE NORTHBOUND AND SOUTHBOUND LANES OF NEW JERSEY STATE ROUTE 35 AT
 DQ4011'THE JUNCTION WITH SECOND AVENUE.
 DQ4011'
 DQ4011'THE STATION IS 45.9 FT (14.0 M) SOUTH OF THE CENTERLINE OF SECOND
 DQ4011'AVENUE, 27.9 FT (8.5 M) SOUTH OF THE SOUTH CURB OF SECOND AVENUE, 19
 DQ4011'FT (5.8 M) WEST OF THE WEST CURB OF NEW JERSEY STATE ROUTE 35
 DQ4011'NORTHBOUND, 13.5 FT (4.1 M) SOUTHWEST OF A MANHOLE, 7.1 FT (2.2 M)
 DQ4011'FROM A DOUBLE GRATE INLET, 3.8 FT (1.2 M) NORTH OF THE APEX OF THE
 DQ4011'PARKING STALLS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4025 ***********************************************************************
 DQ4025  DESIGNATION -  15 A 9
 DQ4025  PID         -  DQ4025
 DQ4025  STATE/COUNTY-  NJ/OCEAN
 DQ4025  COUNTRY     -  US
 DQ4025  USGS QUAD   -  POINT PLEASANT (2019)
 DQ4025
 DQ4025                         *CURRENT SURVEY CONTROL
 DQ4025  ______________________________________________________________________
 DQ4025* NAD 83(1986) POSITION- 40 01 31.57   (N) 074 03 17.98   (W)   HD_HELD1
 DQ4025* NAVD 88 ORTHO HEIGHT -     1.470 (meters)        4.82  (feet) ADJUSTED
 DQ4025  ______________________________________________________________________
 DQ4025  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 DQ4025  DYNAMIC HEIGHT  -          1.469 (meters)        4.82  (feet) COMP
 DQ4025  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 DQ4025
 DQ4025  VERT ORDER      -  FIRST     CLASS II
 DQ4025
 DQ4025.The horizontal coordinates were determined by differentially corrected
 DQ4025.hand held GPS observations or other comparable positioning techniques
 DQ4025.and have an estimated accuracy of +/- 3 meters.
 DQ4025
 DQ4025.The orthometric height was determined by differential leveling and
 DQ4025.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4025.in March 2017.
 DQ4025
 DQ4025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4025.GEOID18 height accuracy estimate available here.
 DQ4025
 DQ4025.Click photographs - Photos may exist for this station.
 DQ4025
 DQ4025.The dynamic height is computed by dividing the NAVD 88
 DQ4025.geopotential number by the normal gravity value computed on the
 DQ4025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4025.degrees latitude (g = 980.6199 gals.).
 DQ4025
 DQ4025.The modeled gravity was interpolated from observed gravity values.
 DQ4025
 DQ4025;                    North         East    Units  Estimated Accuracy
 DQ4025;SPC NJ       -   132,433.3     187,982.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4025
 DQ4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8063631008(NAD 83)
 DQ4025
 DQ4025                          SUPERSEDED SURVEY CONTROL
 DQ4025
 DQ4025.No superseded survey control is available for this station.
 DQ4025
 DQ4025_MARKER: DD = SURVEY DISK
 DQ4025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4025_STAMPING: 15 A 9 2016
 DQ4025_MARK LOGO: NJDT
 DQ4025_PROJECTION: FLUSH
 DQ4025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4025+STABILITY: SURFACE MOTION
 DQ4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4025+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 DQ4025
 DQ4025  HISTORY     - Date     Condition        Report By
 DQ4025  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4025  HISTORY     - 20160602 GOOD             NJGS
 DQ4025
 DQ4025                          STATION DESCRIPTION
 DQ4025
 DQ4025'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4025'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF POINT PLEASANT
 DQ4025'BEACH, 4.0 MI (6.4 KM) SOUTH OF POINT PLEASANT AND 0.8 MI (1.3 KM)
 DQ4025'SOUTH-SOUTHWEST OF MANTOLOKING, IN BRICK TOWNSHIP.
 DQ4025'
 DQ4025'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 35 AND
 DQ4025'HERBERT AVENUE (COUNTY ROUTE 528), GO 1 M (3.3 FT) SOUTH ON NEW JERSEY
 DQ4025'STATE HIGHWAY 35 TO THE STATION ON THE RIGHT, ON THE WEST SIDE OF THE
 DQ4025'SOUTHBOUND LANES OF NEW JERSEY STATE HIGHWAY 35 (W CENTRAL AVENUE).
 DQ4025'
 DQ4025'IT IS 10.7 FT (3.3 M) WEST-SOUTHWEST OF POLE NUMBER 217116A43328, 10
 DQ4025'FT (3.0 M) WEST OF THE WEST CURB OF SOUTHBOUND LANES OF NEW JERSEY
 DQ4025'STATE HIGHWAY 35, 7.7 FT (2.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DQ4025'A VINYL FENCE, 25 FT (7.6 M) EAST OF THE NORTHEAST CORNER OF BUILDING
 DQ4025'NUMBER 125, 61 FT (18.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 DQ4025'DRIVEWAY TO BUILDING 125.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0089 ***********************************************************************
 KV0089  DESIGNATION -  15 A PRR
 KV0089  PID         -  KV0089
 KV0089  STATE/COUNTY-  NJ/ESSEX
 KV0089  COUNTRY     -  US
 KV0089  USGS QUAD   -  ELIZABETH (2016)
 KV0089
 KV0089                         *CURRENT SURVEY CONTROL
 KV0089  ______________________________________________________________________
 KV0089* NAD 83(1986) POSITION- 40 43 25.     (N) 074 10 31.     (W)   SCALED
 KV0089* NAVD 88 ORTHO HEIGHT -     7.847 (meters)       25.74  (feet) ADJUSTED
 KV0089  ______________________________________________________________________
 KV0089  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 KV0089  DYNAMIC HEIGHT  -          7.843 (meters)       25.73  (feet) COMP
 KV0089  MODELED GRAVITY -    980,221.0   (mgal)                       NAVD 88
 KV0089
 KV0089  VERT ORDER      -  FIRST     CLASS II
 KV0089
 KV0089.The horizontal coordinates were scaled from a map and have
 KV0089.an estimated accuracy of +/- 6 seconds.
 KV0089
 KV0089.The orthometric height was determined by differential leveling and
 KV0089.adjusted by the NATIONAL GEODETIC SURVEY
 KV0089.in June 1991.
 KV0089
 KV0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0089.GEOID18 height accuracy estimate available here.
 KV0089
 KV0089.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL696084(NAD 83)
 KV0089
 KV0089                          SUPERSEDED SURVEY CONTROL
 KV0089
 KV0089  NGVD 29 (11/26/84)    8.190  (m)           26.87   (f) ADJUSTED    1 2
 KV0089
 KV0089.Superseded values are not recommended for survey control.
 KV0089
 KV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0089.See file dsdata.pdf to determine how the superseded data were derived.
 KV0089
 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 = JULY 24, 2026 22:12:30 EDT
 KV0088 ***********************************************************************
 KV0088  DESIGNATION -  15 B
 KV0088  PID         -  KV0088
 KV0088  STATE/COUNTY-  NJ/ESSEX
 KV0088  COUNTRY     -  US
 KV0088  USGS QUAD   -  ELIZABETH (2016)
 KV0088
 KV0088                         *CURRENT SURVEY CONTROL
 KV0088  ______________________________________________________________________
 KV0088* NAD 83(1986) POSITION- 40 43 04.     (N) 074 10 51.     (W)   SCALED
 KV0088* NAVD 88 ORTHO HEIGHT -     5.562 (meters)       18.25  (feet) ADJUSTED
 KV0088  ______________________________________________________________________
 KV0088  GEOID HEIGHT    -        -32.345 (meters)                     GEOID18
 KV0088  DYNAMIC HEIGHT  -          5.560 (meters)       18.24  (feet) COMP
 KV0088  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 KV0088
 KV0088  VERT ORDER      -  FIRST     CLASS I
 KV0088
 KV0088.The horizontal coordinates were scaled from a map and have
 KV0088.an estimated accuracy of +/- 6 seconds.
 KV0088
 KV0088.The orthometric height was determined by differential leveling and
 KV0088.adjusted by the NATIONAL GEODETIC SURVEY
 KV0088.in June 1991.
 KV0088
 KV0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0088.GEOID18 height accuracy estimate available here.
 KV0088
 KV0088.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL691077(NAD 83)
 KV0088
 KV0088                          SUPERSEDED SURVEY CONTROL
 KV0088
 KV0088  NGVD 29 (04/16/92)    5.899  (m)           19.35   (f) ADJUSTED    1 1
 KV0088  NGVD 29 (??/??/87)    5.899  (m)           19.35   (f) SUPERSEDED  1 1
 KV0088
 KV0088.Superseded values are not recommended for survey control.
 KV0088
 KV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0088.See file dsdata.pdf to determine how the superseded data were derived.
 KV0088
 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 = JULY 24, 2026 22:12:30 EDT
 JU4340 ***********************************************************************
 JU4340  DESIGNATION -  15 B 1
 JU4340  PID         -  JU4340
 JU4340  STATE/COUNTY-  NJ/OCEAN
 JU4340  COUNTRY     -  US
 JU4340  USGS QUAD   -  TOMS RIVER (2019)
 JU4340
 JU4340                         *CURRENT SURVEY CONTROL
 JU4340  ______________________________________________________________________
 JU4340* NAD 83(2011) POSITION- 39 59 34.80811(N) 074 11 47.08376(W)   ADJUSTED
 JU4340* NAD 83(2011) ELLIP HT-   -11.213 (meters)        (06/27/12)   ADJUSTED
 JU4340* NAD 83(2011) EPOCH   -  2010.00
 JU4340* NAVD 88 ORTHO HEIGHT -    21.8   (meters)       72.    (feet) GPS OBS
 JU4340  ______________________________________________________________________
 JU4340  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4340  GEOID HEIGHT    -        -33.230 (meters)                     GEOID93
 JU4340  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 JU4340  NAD 83(2011) X  -  1,332,616.104 (meters)                     COMP
 JU4340  NAD 83(2011) Y  - -4,708,240.121 (meters)                     COMP
 JU4340  NAD 83(2011) Z  -  4,077,383.125 (meters)                     COMP
 JU4340  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 JU4340
 JU4340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4340  Standards:
 JU4340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4340  -------------------------------------------------------------------
 JU4340  NETWORK    0.51   0.78           0.23   0.18   0.40      0.04584153
 JU4340  -------------------------------------------------------------------
 JU4340  Click here for local accuracies and other accuracy information.
 JU4340
 JU4340.The horizontal coordinates were established by GPS observations
 JU4340.and adjusted by the National Geodetic Survey in June 2012.
 JU4340
 JU4340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4340.been affixed to the stable North American tectonic plate. See 
 JU4340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4340
 JU4340.The horizontal coordinates are valid at the epoch date displayed above
 JU4340.which is a decimal equivalence of Year/Month/Day.
 JU4340
 JU4340.The orthometric height was determined by GPS observations and a
 JU4340.high-resolution geoid model.
 JU4340
 JU4340.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4340.GEOID18 height accuracy estimate available here.
 JU4340
 JU4340.Click photographs - Photos may exist for this station.
 JU4340
 JU4340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4340
 JU4340.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4340
 JU4340.The ellipsoidal height was determined by GPS observations
 JU4340.and is referenced to NAD 83.
 JU4340
 JU4340. The following values were computed from the NAD 83(2011) position.
 JU4340
 JU4340;                    North         East     Units Scale Factor Converg.
 JU4340;SPC NJ       -   128,781.636   175,924.612   MT  0.99990827   +0 11 42.4
 JU4340;SPC NJ       -   422,511.08    577,179.33   sFT  0.99990827   +0 11 42.4
 JU4340;UTM  18      - 4,427,289.733   568,601.415   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  =   0.99965969
 JU4340
 JU4340:                Primary Azimuth Mark                     Grid Az
 JU4340:SPC NJ       -  15 A 1                                   181 33 11.3
 JU4340:UTM  18      -  15 A 1                                   181 13 54.4
 JU4340
 JU4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6860127289(NAD 83)
 JU4340
 JU4340|---------------------------------------------------------------------|
 JU4340| PID    Reference Object                     Distance      Geod. Az  |
 JU4340|                                                           dddmmss.s |
 JU4340| JU4339 15 A 1                              451.977 METERS 1814453.7 |
 JU4340|---------------------------------------------------------------------|
 JU4340
 JU4340                          SUPERSEDED SURVEY CONTROL
 JU4340
 JU4340  NAD 83(2007)-  39 59 34.80854(N)    074 11 47.08425(W) AD(2002.00) 0
 JU4340  ELLIP H (02/10/07)  -11.205  (m)                       GP(2002.00)    
 JU4340  ELLIP H (10/23/02)  -11.193  (m)                       GP(       ) 4 1
 JU4340  NAD 83(1996)-  39 59 34.80823(N)    074 11 47.08397(W) AD(       ) 1
 JU4340  ELLIP H (05/14/99)  -11.212  (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)  -11.122  (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
 JU4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4340.See file dsdata.pdf to determine how the superseded data were derived.
 JU4340
 JU4340_MARKER: DD = SURVEY DISK
 JU4340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4340_STAMPING: 15 B 1 1989
 JU4340_MARK LOGO: NJGS
 JU4340_PROJECTION: RECESSED 8 CENTIMETERS
 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 - October 22, 2020
 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  HISTORY     - 20141111 GOOD             GEOCAC
 JU4340  HISTORY     - 20201022 GOOD             NJGS
 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.
 JU4340
 JU4340                          STATION RECOVERY (2014)
 JU4340
 JU4340'RECOVERY NOTE BY GEOCACHING 2014 (MLM)
 JU4340'RECOVERED IN GOOD CONDITION.
 JU4340
 JU4340                          STATION RECOVERY (2020)
 JU4340
 JU4340'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 JU4340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6484 ***********************************************************************
 DR6484  DESIGNATION -  15 B 10
 DR6484  PID         -  DR6484
 DR6484  STATE/COUNTY-  NJ/OCEAN
 DR6484  COUNTRY     -  US
 DR6484  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6484
 DR6484                         *CURRENT SURVEY CONTROL
 DR6484  ______________________________________________________________________
 DR6484* NAD 83(1986) POSITION- 39 40 39.89   (N) 074 09 09.72   (W)   HD_HELD1
 DR6484* NAVD 88 ORTHO HEIGHT -     1.928 (meters)        6.33  (feet) ADJUSTED
 DR6484  ______________________________________________________________________
 DR6484  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 DR6484  DYNAMIC HEIGHT  -          1.927 (meters)        6.32  (feet) COMP
 DR6484  MODELED GRAVITY -    980,154.4   (mgal)                       NAVD 88
 DR6484
 DR6484  VERT ORDER      -  FIRST     CLASS II
 DR6484
 DR6484.The horizontal coordinates were determined by differentially corrected
 DR6484.hand held GPS observations or other comparable positioning techniques
 DR6484.and have an estimated accuracy of +/- 3 meters.
 DR6484
 DR6484.The orthometric height was determined by differential leveling and
 DR6484.adjusted by the NATIONAL GEODETIC SURVEY
 DR6484.in February 2021.
 DR6484
 DR6484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6484.GEOID18 height accuracy estimate available here.
 DR6484
 DR6484.Click photographs - Photos may exist for this station.
 DR6484
 DR6484.The dynamic height is computed by dividing the NAVD 88
 DR6484.geopotential number by the normal gravity value computed on the
 DR6484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6484.degrees latitude (g = 980.6199 gals.).
 DR6484
 DR6484.The modeled gravity was interpolated from observed gravity values.
 DR6484
 DR6484;                    North         East    Units  Estimated Accuracy
 DR6484;SPC NJ       -    93,795.4     179,793.3     MT  (+/- 3 meters HH1 GPS) 
 DR6484
 DR6484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7266492334(NAD 83)
 DR6484
 DR6484                          SUPERSEDED SURVEY CONTROL
 DR6484
 DR6484.No superseded survey control is available for this station.
 DR6484
 DR6484_MARKER: DD = SURVEY DISK
 DR6484_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6484_SP_SET: UNDERGROUND CHAMBER
 DR6484_STAMPING: 15 B 10 2019
 DR6484_MARK LOGO: NJGS
 DR6484_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6484+STABILITY: SURFACE MOTION
 DR6484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6484+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2019
 DR6484
 DR6484  HISTORY     - Date     Condition        Report By
 DR6484  HISTORY     - 20190319 MONUMENTED       NJGS
 DR6484
 DR6484                          STATION DESCRIPTION
 DR6484
 DR6484'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6484'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP, NORTH BEACH ABOUT 8.8 MI
 DR6484'(14.2 KM) EAST-NORTHEAST OF WEST CREEK, 6.0 MI (9.7 KM)
 DR6484'SOUTH-SOUTHWEST OF BARNEGAT LIGHT AND 2.8 MI (4.5 KM) NORTH-NORTHEAST
 DR6484'OF SHIP BOTTOM, IN NORTH BEACH.
 DR6484'
 DR6484'TO REACH FROM THE INTERSECTION OF ROUTE 72 EASTBOUND AND LONG BEACH
 DR6484'BOULEVARD, GO 2.33 MI (3.75 KM) NORTH ON LONG BEACH BOULEVARD TO THE
 DR6484'STATION ON THE RIGHT SET IN A DRILL HOLE ON THE CONCRETE RIM OF AN
 DR6484'UNDERGROUND CHAMBER WITHIN MUNICIPALITY PROPERTY.
 DR6484'
 DR6484'THE STATION IS 72.33 FT (22.0 M) SOUTH-SOUTHWEST OF UTILITY POLE
 DR6484'NUMBER T2613, 57.25 FT (17.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DR6484'BEACH ACCESS ROAD, 32.33 FT (9.9 M) EAST-SOUTHEAST OF THE CENTERLINE
 DR6484'OF NORTHBOUND LANES OF LONG BEACH BOULEVARD, 20.9 FT (6.4 M)
 DR6484'EAST-NORTHEAST OF UTILITY POLE NUMBER P8063, 14 FT (4.3 M)
 DR6484'EAST-SOUTHEAST OF EDGE OF PAVEMENT AND 9.33 FT (2.8 M) WEST OF THE
 DR6484'WEST CORNER OF LONG BEACH TOWNSHIP WATER AND SEWER BUILDING, NBWS-2.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6497 ***********************************************************************
 DR6497  DESIGNATION -  15 B 11
 DR6497  PID         -  DR6497
 DR6497  STATE/COUNTY-  NJ/OCEAN
 DR6497  COUNTRY     -  US
 DR6497  USGS QUAD   -  LONG BEACH NE (2019)
 DR6497
 DR6497                         *CURRENT SURVEY CONTROL
 DR6497  ______________________________________________________________________
 DR6497* NAD 83(1986) POSITION- 39 44 24.06   (N) 074 07 00.88   (W)   HD_HELD1
 DR6497* NAVD 88 ORTHO HEIGHT -     1.521 (meters)        4.99  (feet) ADJUSTED
 DR6497  ______________________________________________________________________
 DR6497  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 DR6497  DYNAMIC HEIGHT  -          1.520 (meters)        4.99  (feet) COMP
 DR6497  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 DR6497
 DR6497  VERT ORDER      -  FIRST     CLASS II
 DR6497
 DR6497.The horizontal coordinates were determined by differentially corrected
 DR6497.hand held GPS observations or other comparable positioning techniques
 DR6497.and have an estimated accuracy of +/- 3 meters.
 DR6497
 DR6497.The orthometric height was determined by differential leveling and
 DR6497.adjusted by the NATIONAL GEODETIC SURVEY
 DR6497.in February 2021.
 DR6497
 DR6497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6497.GEOID18 height accuracy estimate available here.
 DR6497
 DR6497.Click photographs - Photos may exist for this station.
 DR6497
 DR6497.The dynamic height is computed by dividing the NAVD 88
 DR6497.geopotential number by the normal gravity value computed on the
 DR6497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6497.degrees latitude (g = 980.6199 gals.).
 DR6497
 DR6497.The modeled gravity was interpolated from observed gravity values.
 DR6497
 DR6497;                    North         East    Units  Estimated Accuracy
 DR6497;SPC NJ       -   100,721.0     182,833.9     MT  (+/- 3 meters HH1 GPS) 
 DR6497
 DR6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7566599275(NAD 83)
 DR6497
 DR6497                          SUPERSEDED SURVEY CONTROL
 DR6497
 DR6497.No superseded survey control is available for this station.
 DR6497
 DR6497_MARKER: DD = SURVEY DISK
 DR6497_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6497_SP_SET: CURB
 DR6497_STAMPING: 15 B 11 2019
 DR6497_MARK LOGO: NJGS
 DR6497_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6497+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 DR6497
 DR6497  HISTORY     - Date     Condition        Report By
 DR6497  HISTORY     - 20191002 MONUMENTED       NJGS
 DR6497
 DR6497                          STATION DESCRIPTION
 DR6497
 DR6497'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6497'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF FORKED
 DR6497'RIVER, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 1.3 MI (2.1
 DR6497'KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN BARNEGAT LIGHT.
 DR6497'
 DR6497'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6497'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 7.0 MI
 DR6497'(11.3 KM) NORTH ON LONG BEACH BOULEVARD TO THE JUNCTION WITH 30TH
 DR6497'STREET AND THE STATION, SET IN A DRILL HOLE IN THE CURB PIECE ON THE
 DR6497'SOUTHEAST CORNER OF LONG BEACH BOULEVARD AND 30TH STREET.
 DR6497'
 DR6497'THE STATION IS 22 FT (6.7 M) SOUTHEAST OF THE CENTERLINE OF LONG BEACH
 DR6497'BOULEVARD, 30 FT (9.1 M) SOUTHWEST OF THE CENTERLINE OF 30TH STREET,
 DR6497'10 FT (3.0 M) NORTH-NORTHEAST OF POLE NUMBER T3522, 4 FT (1.2 M)
 DR6497'NORTHEAST OF THE CENTER OF AN INLET HOOD AND 67 FT (20.4 M) SOUTHWEST
 DR6497'OF POLE NUMBER P8318.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6518 ***********************************************************************
 DR6518  DESIGNATION -  15 B 12
 DR6518  PID         -  DR6518
 DR6518  STATE/COUNTY-  NJ/OCEAN
 DR6518  COUNTRY     -  US
 DR6518  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6518
 DR6518                         *CURRENT SURVEY CONTROL
 DR6518  ______________________________________________________________________
 DR6518* NAD 83(1986) POSITION- 39 42 16.99   (N) 074 08 07.19   (W)   HD_HELD1
 DR6518* NAVD 88 ORTHO HEIGHT -     1.516 (meters)        4.97  (feet) ADJUSTED
 DR6518  ______________________________________________________________________
 DR6518  GEOID HEIGHT    -        -33.451 (meters)                     GEOID18
 DR6518  DYNAMIC HEIGHT  -          1.516 (meters)        4.97  (feet) COMP
 DR6518  MODELED GRAVITY -    980,157.3   (mgal)                       NAVD 88
 DR6518
 DR6518  VERT ORDER      -  FIRST     CLASS II
 DR6518
 DR6518.The horizontal coordinates were determined by differentially corrected
 DR6518.hand held GPS observations or other comparable positioning techniques
 DR6518.and have an estimated accuracy of +/- 3 meters.
 DR6518
 DR6518.The orthometric height was determined by differential leveling and
 DR6518.adjusted by the NATIONAL GEODETIC SURVEY
 DR6518.in February 2021.
 DR6518
 DR6518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6518.GEOID18 height accuracy estimate available here.
 DR6518
 DR6518.Click photographs - Photos may exist for this station.
 DR6518
 DR6518.The dynamic height is computed by dividing the NAVD 88
 DR6518.geopotential number by the normal gravity value computed on the
 DR6518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6518.degrees latitude (g = 980.6199 gals.).
 DR6518
 DR6518.The modeled gravity was interpolated from observed gravity values.
 DR6518
 DR6518;                    North         East    Units  Estimated Accuracy
 DR6518;SPC NJ       -    96,795.7     181,271.2     MT  (+/- 3 meters HH1 GPS) 
 DR6518
 DR6518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7412595342(NAD 83)
 DR6518
 DR6518                          SUPERSEDED SURVEY CONTROL
 DR6518
 DR6518.No superseded survey control is available for this station.
 DR6518
 DR6518_MARKER: DD = SURVEY DISK
 DR6518_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6518_SP_SET: CURB
 DR6518_STAMPING: 15 B 12 2020
 DR6518_MARK LOGO: USACE
 DR6518_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6518+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6518
 DR6518  HISTORY     - Date     Condition        Report By
 DR6518  HISTORY     - 20200422 MONUMENTED       USACE
 DR6518  HISTORY     - 20200825 GOOD             NJGS
 DR6518
 DR6518                          STATION DESCRIPTION
 DR6518
 DR6518'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6518'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF FORKED
 DR6518'RIVER, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 3.9 MI (6.3
 DR6518'KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN THE BOROUGH OF HARVEY
 DR6518'CEDARS.
 DR6518'
 DR6518'TO REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF
 DR6518'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6518'GO NORTHEAST ON LONG BEACH BOULEVARD FOR 4.4 MI (7.1 KM) TO THE
 DR6518'INTERSECTION WITH WEST 76TH STREET AND THE STATION ON THE LEFT, SET ON
 DR6518'THE NORTHWEST CORNER OF THE JUNCTION OF LONG BEACH BOULEVARD (COUNTY
 DR6518'ROUTE 607) AND WEST 76TH STREET, THE SITE OF THE HARVEY CEDARS BOROUGH
 DR6518'HALL.
 DR6518'
 DR6518'THE STATION IS 19.6 FT (6.0 M) NORTHWEST OF THE WEST CURB OF LONG
 DR6518'BEACH BOULEVARD, 29 FT (8.8 M) SOUTHWEST OF THE SOUTH CORNER OF THE
 DR6518'BOROUGH HALL, 32 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF 76TH STREET
 DR6518'AND 57.75 FT (17.6 M) NORTH OF POLE NUMBER 22099.
 DR6518'
 DR6518'.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6314 ***********************************************************************
 KV6314  DESIGNATION -  15 B 2
 KV6314  PID         -  KV6314
 KV6314  STATE/COUNTY-  NJ/OCEAN
 KV6314  COUNTRY     -  US
 KV6314  USGS QUAD   -  ROOSEVELT (2019)
 KV6314
 KV6314                         *CURRENT SURVEY CONTROL
 KV6314  ______________________________________________________________________
 KV6314* NAD 83(2011) POSITION- 40 09 28.88712(N) 074 24 58.19819(W)   ADJUSTED
 KV6314* NAD 83(2011) ELLIP HT-    12.658 (meters)        (06/27/12)   ADJUSTED
 KV6314* NAD 83(2011) EPOCH   -  2010.00
 KV6314* NAVD 88 ORTHO HEIGHT -    45.073 (meters)      147.88  (feet) ADJUSTED
 KV6314  ______________________________________________________________________
 KV6314  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 KV6314  NAD 83(2011) X  -  1,311,384.008 (meters)                     COMP
 KV6314  NAD 83(2011) Y  - -4,701,971.354 (meters)                     COMP
 KV6314  NAD 83(2011) Z  -  4,091,419.486 (meters)                     COMP
 KV6314  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 KV6314  DYNAMIC HEIGHT  -         45.054 (meters)      147.81  (feet) COMP
 KV6314  MODELED GRAVITY -    980,207.6   (mgal)                       NAVD 88
 KV6314
 KV6314  VERT ORDER      -  FIRST     CLASS II
 KV6314
 KV6314  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6314  Standards:
 KV6314         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6314            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6314  -------------------------------------------------------------------
 KV6314  NETWORK    0.66   1.10           0.30   0.22   0.56      0.22900701
 KV6314  -------------------------------------------------------------------
 KV6314  Click here for local accuracies and other accuracy information.
 KV6314
 KV6314.The horizontal coordinates were established by GPS observations
 KV6314.and adjusted by the National Geodetic Survey in June 2012.
 KV6314
 KV6314.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6314.been affixed to the stable North American tectonic plate. See 
 KV6314.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6314
 KV6314.The horizontal coordinates are valid at the epoch date displayed above
 KV6314.which is a decimal equivalence of Year/Month/Day.
 KV6314
 KV6314.The orthometric height was determined by differential leveling and
 KV6314.adjusted by the NATIONAL GEODETIC SURVEY
 KV6314.in June 1991.
 KV6314
 KV6314.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6314.GEOID18 height accuracy estimate available here.
 KV6314
 KV6314.Click photographs - Photos may exist for this station.
 KV6314
 KV6314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6314
 KV6314.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6314
 KV6314.The ellipsoidal height was determined by GPS observations
 KV6314.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6314
 KV6314;                    North         East     Units Scale Factor Converg.
 KV6314;SPC NJ       -   147,062.422   157,141.651   MT  0.99990063   +0 03 14.6
 KV6314;SPC NJ       -   482,487.30    515,555.57   sFT  0.99990063   +0 03 14.6
 KV6314;UTM  18      - 4,445,459.970   549,720.958   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  =   0.99962845
 KV6314
 KV6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4972045459(NAD 83)
 KV6314
 KV6314                          SUPERSEDED SURVEY CONTROL
 KV6314
 KV6314  NAD 83(2007)-  40 09 28.88772(N)    074 24 58.19870(W) AD(2002.00) 0
 KV6314  ELLIP H (02/10/07)   12.664  (m)                       GP(2002.00)    
 KV6314  NAD 83(1996)-  40 09 28.88763(N)    074 24 58.19921(W) AD(       ) 1
 KV6314  ELLIP H (04/17/03)   12.688  (m)                       GP(       ) 3 1
 KV6314  NAVD 88              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
 KV6314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6314.See file dsdata.pdf to determine how the superseded data were derived.
 KV6314
 KV6314_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6314_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV6314_STAMPING: 15 B 2
 KV6314_MARK LOGO: NJGS
 KV6314_PROJECTION: RECESSED 15 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 - May 26, 2016
 KV6314
 KV6314  HISTORY     - Date     Condition        Report By
 KV6314  HISTORY     - 1989     MONUMENTED       NJDT
 KV6314  HISTORY     - 19890623 GOOD             NJGS
 KV6314  HISTORY     - 20020202 GOOD             NJGS
 KV6314  HISTORY     - 20160526 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
 KV6314                          STATION RECOVERY (2016)
 KV6314
 KV6314'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV6314'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF NEW EGYPT,
 KV6314'5.2 MI (8.4 KM) SOUTHEAST OF ROOSEVELT AND 4.0 MI (6.4 KM)
 KV6314'NORTH-NORTHWEST OF CASSVILLE, IN JACKSON TOWNSHIP, IN THE CENTER OF
 KV6314'THE GRASS MEDIAL OF U.S. INTERSTATE 195.
 KV6314'
 KV6314'TO REACH THE STATION FROM THE MONMOUTH ROAD (COUNTY ROUTE 537) BRIDGE
 KV6314'SPANNING I-195, EXIT 16, GO 0.45 MI (0.72 KM) EAST-SOUTHEAST TO THE
 KV6314'STATION ON THE LEFT.
 KV6314'
 KV6314'THE STATION IS 39 FT (11.9 M) NORTHWEST OF THE RANGE OF A SIGN
 KV6314'(1517.151/MP17.18) MARKING A CULVERT UNDER THE EASTBOUND LANES OF
 KV6314'I-195, 59 FT (18.0 M) SOUTHEAST OF THE RANGE OF A SIGN (MP 17.2) FOR
 KV6314'THE EASTBOUND LANES, 124 FT (37.8 M) NORTHWEST OF A SIGN (EAST I-195)
 KV6314'FOR THE EASTBOUND LANES, 25 FT (7.6 M) SOUTHWEST OF THE EDGE OF THE
 KV6314'WESTBOUND LANES, 25 FT (7.6 M) NORTHEAST OF THE EDGE OF THE EASTBOUND
 KV6314'LANES, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6731 ***********************************************************************
 AB6731  CBN         -  This is a Cooperative Base Network Control Station.
 AB6731  PACS        -  This is a Primary Airport Control Station.
 AB6731  DESIGNATION -  15 B 3
 AB6731  PID         -  AB6731
 AB6731  STATE/COUNTY-  NJ/OCEAN
 AB6731  COUNTRY     -  US
 AB6731  USGS QUAD   -  KESWICK GROVE (2019)
 AB6731
 AB6731                         *CURRENT SURVEY CONTROL
 AB6731  ______________________________________________________________________
 AB6731* NAD 83(2011) POSITION- 39 55 37.44811(N) 074 17 46.29898(W)   ADJUSTED
 AB6731* NAD 83(2011) ELLIP HT-    -7.878 (meters)        (06/27/12)   ADJUSTED
 AB6731* NAD 83(2011) EPOCH   -  2010.00
 AB6731* NAVD 88 ORTHO HEIGHT -    25.074 (meters)       82.26  (feet) ADJUSTED
 AB6731  ______________________________________________________________________
 AB6731  GEOID HEIGHT    -        -32.944 (meters)                     GEOID18
 AB6731  NAD 83(2011) X  -  1,325,687.879 (meters)                     COMP
 AB6731  NAD 83(2011) Y  - -4,715,082.544 (meters)                     COMP
 AB6731  NAD 83(2011) Z  -  4,071,773.911 (meters)                     COMP
 AB6731  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 AB6731  DYNAMIC HEIGHT  -         25.062 (meters)       82.22  (feet) COMP
 AB6731  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 AB6731
 AB6731  VERT ORDER      -  SECOND    CLASS I
 AB6731
 AB6731  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6731  Standards:
 AB6731         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6731            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6731  -------------------------------------------------------------------
 AB6731  NETWORK    0.22   0.47           0.10   0.08   0.24     -0.02577802
 AB6731  -------------------------------------------------------------------
 AB6731  Click here for local accuracies and other accuracy information.
 AB6731
 AB6731.This mark is at Robert J Miller Air Park  (N44)
 AB6731.This mark is at Ocean County Airport  (MJX)
 AB6731
 AB6731.The horizontal coordinates were established by GPS observations
 AB6731.and adjusted by the National Geodetic Survey in June 2012.
 AB6731
 AB6731.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6731.been affixed to the stable North American tectonic plate. See 
 AB6731.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6731
 AB6731.The horizontal coordinates are valid at the epoch date displayed above
 AB6731.which is a decimal equivalence of Year/Month/Day.
 AB6731
 AB6731.The orthometric height was determined by differential leveling and
 AB6731.adjusted by the NATIONAL GEODETIC SURVEY
 AB6731.in September 1996.
 AB6731
 AB6731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6731.GEOID18 height accuracy estimate available here.
 AB6731
 AB6731.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB6731
 AB6731.The ellipsoidal height was determined by GPS observations
 AB6731.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AB6731
 AB6731;                    North         East     Units Scale Factor Converg.
 AB6731;SPC NJ       -   121,437.279   167,420.532   MT  0.99990373   +0 07 50.9
 AB6731;SPC NJ       -   398,415.47    549,278.86   sFT  0.99990373   +0 07 50.9
 AB6731;UTM  18      - 4,419,899.710   560,140.790   MT  0.99964453   +0 27 06.2
 AB6731
 AB6731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6731!SPC NJ       -   1.00000124  x   0.99990373  =   0.99990497
 AB6731!UTM  18      -   1.00000124  x   0.99964453  =   0.99964577
 AB6731
 AB6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6014019899(NAD 83)
 AB6731
 AB6731                          SUPERSEDED SURVEY CONTROL
 AB6731
 AB6731  NAD 83(2007)-  39 55 37.44847(N)    074 17 46.29964(W) AD(2002.00) 0
 AB6731  ELLIP H (02/10/07)   -7.869  (m)                       GP(2002.00)    
 AB6731  ELLIP H (09/24/01)   -7.847  (m)                       GP(       ) 4 1
 AB6731  NAD 83(1996)-  39 55 37.44771(N)    074 17 46.29940(W) AD(       ) B
 AB6731  NAD 83(1992)-  39 55 37.44771(N)    074 17 46.29940(W) AD(       ) 1
 AB6731  ELLIP H (12/16/96)   -7.915  (m)                       GP(       ) 2 1
 AB6731  NAVD 88              25.07   (m)           82.3    (f) LEVELING    3  
 AB6731
 AB6731.Superseded values are not recommended for survey control.
 AB6731
 AB6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6731.See file dsdata.pdf to determine how the superseded data were derived.
 AB6731
 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 - April 01, 2025
 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  HISTORY     - 20111109 GOOD             GRWAS
 AB6731  HISTORY     - 20141119 GOOD             WOOLPT
 AB6731  HISTORY     - 20160421 GOOD             NJGS
 AB6731  HISTORY     - 20250401 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'
 AB6731
 AB6731                          STATION RECOVERY (2011)
 AB6731
 AB6731'RECOVERY NOTE BY GRW AERIAL SURVEY 2011 (JBZ)
 AB6731'RECOVERED AS DESCRIBED
 AB6731
 AB6731                          STATION RECOVERY (2014)
 AB6731
 AB6731'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DMH)
 AB6731'LOCATED AT THE OCEAN COUNTY-ROBERT J. MILLER AIRPARK (MJX) IN BERKELEY
 AB6731'TOWNSHIP.  THE STATION IS 5.55 MI (8.9 KM) WEST-SOUTHWEST OF TOMS
 AB6731'RIVER, 6.1 MI (9.8 KM) SOUTH OF LAKEHURST, 10.05 MI (16.2 KM)
 AB6731'NORTHWEST OF FORKED RIVER.  OWNERSHIP--OCEAN COUNTY GOVERNMENT, 101
 AB6731'HOOPER AVENUE POST OFFICE BOX 2191, TOMS RIVER, NJ 08754-2191,
 AB6731'PHONE-732-929-2054.
 AB6731'
 AB6731'TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE PARKWAY
 AB6731'AND PINEWALD-KESWICK ROAD IN BERKELEY TOWNSHIP, GO 5.0 MI (8.0 KM)
 AB6731'NORTHWEST ON PINEWALD-KESWICK ROAD TO MULE ROAD.  TURN LEFT ONTO MULE
 AB6731'ROAD AND GO 0.44 MI (0.7 KM) SOUTHWEST TO ROBERT J. MILLER AIRPARK
 AB6731'ROAD.  TURN LEFT ONTO ROBERT J. MILLER AIRPARK ROAD, TOWARD OCEAN
 AB6731'COUNTY-ROBERT J. MILLER AIRPARK AND GO 0.44 MI (0.7 KM) SOUTHERLY TO A
 AB6731'PARKING LOT ENTRANCE FOR THE OCEAN COUNTY-ROBERT J. MILLER AIRPARK
 AB6731'OFFICES.  TURN LEFT INTO THE PARKING LOT AND GO 180 FT (54.9 M)
 AB6731'SOUTHEAST TO A GATED ENTRANCE TO AN APRON, CONTACT DAVID MCKEON,
 AB6731'AIRPORT MANAGER, 129 HOOPER AVENUE, POST OFFICE BOX 2191, TOMS RIVER,
 AB6731'NJ 08754-2191, PHONE-732-929-2054 FOR ACCESS.  CONTINUE THROUGH THE
 AB6731'GATE AND SOUTHEAST ACROSS THE APRON FOR 280 FT (85.3 M) TO THE STATION
 AB6731'WITHIN A SEGMENTED CIRCLE SURROUNDING THE WINDSOCK.
 AB6731'
 AB6731'THE STATION IS A 9/16 INCH (14 MM) DIAMETER STAINLESS STEEL ROD
 AB6731'ENCASED IN A 1.5 FT (0.5 M) DIAMETER BY 4 FT (1.2 M) DEEP CONCRETE
 AB6731'MONUMENT.  THE STAINLESS STEEL ROD IS +/-328 FT (100.0 M) DEEP.  THE
 AB6731'STATION IS 37.7 FT (11.5 M) WEST OF THE CENTER OF THE WINDSOCK, 145.0
 AB6731'FT (44.2 M) NORTH-NORTHWEST OF THE EASTERLY EDGE OF TAXIWAY 'A', 165.0
 AB6731'FT (50.3 M) EAST-NORTHEAST OF THE NORTHERLY EDGE OF TAXIWAY 'C' AND
 AB6731'52.5 FT (16.0 M) SOUTH-SOUTHEAST OF THE SOUTHERLY EDGE OF THE APRON.
 AB6731'
 AB6731'NOTE-THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION
 AB6731'(PACS).
 AB6731
 AB6731                          STATION RECOVERY (2016)
 AB6731
 AB6731'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 AB6731'RECOVERED IN GOOD CONDITION.
 AB6731
 AB6731                          STATION RECOVERY (2025)
 AB6731
 AB6731'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 AB6731'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5980 ***********************************************************************
 DM5980  DESIGNATION -  15 B 4
 DM5980  PID         -  DM5980
 DM5980  STATE/COUNTY-  NJ/OCEAN
 DM5980  COUNTRY     -  US
 DM5980  USGS QUAD   -  TOMS RIVER (2019)
 DM5980
 DM5980                         *CURRENT SURVEY CONTROL
 DM5980  ______________________________________________________________________
 DM5980* NAD 83(1986) POSITION- 39 57 18.     (N) 074 12 16.     (W)   SCALED
 DM5980* NAVD 88 ORTHO HEIGHT -     2.949 (meters)        9.68  (feet) ADJUSTED
 DM5980  ______________________________________________________________________
 DM5980  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 DM5980  DYNAMIC HEIGHT  -          2.947 (meters)        9.67  (feet) COMP
 DM5980  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 DM5980
 DM5980  VERT ORDER      -  FIRST     CLASS II
 DM5980
 DM5980.The horizontal coordinates were scaled from a map and have
 DM5980.an estimated accuracy of +/- 6 seconds.
 DM5980
 DM5980.The orthometric height was determined by differential leveling and
 DM5980.adjusted by the NATIONAL GEODETIC SURVEY
 DM5980.in May 2011.
 DM5980
 DM5980.No vertical observational check was made to the station.
 DM5980
 DM5980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5980.GEOID18 height accuracy estimate available here.
 DM5980
 DM5980.Click photographs - Photos may exist for this station.
 DM5980
 DM5980.The dynamic height is computed by dividing the NAVD 88
 DM5980.geopotential number by the normal gravity value computed on the
 DM5980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5980.degrees latitude (g = 980.6199 gals.).
 DM5980
 DM5980.The modeled gravity was interpolated from observed gravity values.
 DM5980
 DM5980;                    North         East    Units  Estimated Accuracy
 DM5980;SPC NJ       -   124,560.      175,250.      MT  (+/- 180 meters Scaled)
 DM5980
 DM5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK679230(NAD 83)
 DM5980
 DM5980                          SUPERSEDED SURVEY CONTROL
 DM5980
 DM5980.No superseded survey control is available for this station.
 DM5980
 DM5980_MARKER: DD = SURVEY DISK
 DM5980_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5980_SP_SET: TRAFFIC SIGN BASE
 DM5980_STAMPING: 15 B 4 2006
 DM5980_MARK LOGO: NJGS
 DM5980_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5980+STABILITY: SURFACE MOTION
 DM5980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5980+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DM5980
 DM5980  HISTORY     - Date     Condition        Report By
 DM5980  HISTORY     - 20060828 MONUMENTED       NJGS
 DM5980
 DM5980                          STATION DESCRIPTION
 DM5980
 DM5980'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5980'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, SET IN A DRILL
 DM5980'HOLE IN THE SOUTHWEST CORNER OF THE BASE OF THE TRAFFIC SIGNAL ON THE
 DM5980'NORTH CORNER OF THE TRIANGULAR SHAPED GRASSY ISLAND SEPARATING WEST
 DM5980'WATER STREET-LAKEHURST ROAD (COUNTY ROUTE 527), HIGHLAND AVENUE, AND
 DM5980'THE ROAD LEADING FROM EXIT 81 OF THE GARDEN STATE PARKWAY NORTH LANES
 DM5980'ONTO WEST WATER STREET.
 DM5980'
 DM5980'THE STATION IS 3.6 M (11.8 FT) WEST-SOUTHWEST OF THE SOUTHWEST CURB OF
 DM5980'WEST WATER STREET, 5.5 M (18.0 FT) NORTHWEST OF AN ALUMINUM LIGHT POLE
 DM5980'NUMBER A07115, 12.4 M (40.7 FT) NORTHEAST OF AN ALUMINUM LIGHT POLE
 DM5980'NUMBER A05114, 17.7 M (58.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DM5980'HIGHLAND AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7994 ***********************************************************************
 DP7994  DESIGNATION -  15 B 6
 DP7994  PID         -  DP7994
 DP7994  STATE/COUNTY-  NJ/OCEAN
 DP7994  COUNTRY     -  US
 DP7994  USGS QUAD   -  POINT PLEASANT (2019)
 DP7994
 DP7994                         *CURRENT SURVEY CONTROL
 DP7994  ______________________________________________________________________
 DP7994* NAD 83(1986) POSITION- 40 05 03.60   (N) 074 02 50.40   (W)   HD_HELD1
 DP7994* NAVD 88 ORTHO HEIGHT -     2.046 (meters)        6.71  (feet) ADJUSTED
 DP7994  ______________________________________________________________________
 DP7994  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 DP7994  DYNAMIC HEIGHT  -          2.045 (meters)        6.71  (feet) COMP
 DP7994  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 DP7994
 DP7994  VERT ORDER      -  FIRST     CLASS II
 DP7994
 DP7994.The horizontal coordinates were determined by differentially corrected
 DP7994.hand held GPS observations or other comparable positioning techniques
 DP7994.and have an estimated accuracy of +/- 3 meters.
 DP7994
 DP7994.The orthometric height was determined by differential leveling and
 DP7994.adjusted by the NATIONAL GEODETIC SURVEY
 DP7994.in September 2015.
 DP7994
 DP7994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7994.GEOID18 height accuracy estimate available here.
 DP7994
 DP7994.Click photographs - Photos may exist for this station.
 DP7994
 DP7994.The dynamic height is computed by dividing the NAVD 88
 DP7994.geopotential number by the normal gravity value computed on the
 DP7994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7994.degrees latitude (g = 980.6199 gals.).
 DP7994
 DP7994.The modeled gravity was interpolated from observed gravity values.
 DP7994
 DP7994;                    North         East    Units  Estimated Accuracy
 DP7994;SPC NJ       -   138,975.7     188,603.6     MT  (+/- 3 meters HH1 GPS) 
 DP7994
 DP7994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8121937552(NAD 83)
 DP7994
 DP7994                          SUPERSEDED SURVEY CONTROL
 DP7994
 DP7994.No superseded survey control is available for this station.
 DP7994
 DP7994_MARKER: DD = SURVEY DISK
 DP7994_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7994_SP_SET: CURB
 DP7994_STAMPING: 15 B 6 2012
 DP7994_MARK LOGO: NJGS
 DP7994_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7994+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2012
 DP7994
 DP7994  HISTORY     - Date     Condition        Report By
 DP7994  HISTORY     - 20120517 MONUMENTED       NJGS
 DP7994
 DP7994                          STATION DESCRIPTION
 DP7994
 DP7994'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7994'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST OF LAKEWOOD, 1.1 MI
 DP7994'(1.8 KM) EAST OF POINT PLEASANT AND IN THE TOWN OF POINT PLEASANT
 DP7994'BEACH, NJ.  THE STATION IS LOCATED IN THE BOROUGH OF POINT PLEASANT
 DP7994'BEACH.
 DP7994'
 DP7994'THE STATION IS ON THE SOUTHWEST SIDE OF CINCINNATI AVENUE (STATE
 DP7994'HIGHWAY 35 NORTHBOUND), SET FLUSH IN A DRILL HOLE IN THE WEST CURB OF
 DP7994'THE NORTHBOUND LANES, JUST SOUTHWEST FROM THE INTERSECTION WITH
 DP7994'WASHINGTON AVENUE (COUNTY ROAD 10).
 DP7994'
 DP7994'THE STATION IS 112.0 FT (34.1 M) SOUTH FROM WOOD UTILITY POLE NUMBER
 DP7994'VZ 593 POWER POLE, 62.0 FT (18.9 M) SOUTH FROM THE CENTERLINE OF THE
 DP7994'NORTH DRIVEWAY ENTRANCE TO A STRIP SHOPPING CENTER, 150.0 FT (45.7 M)
 DP7994'NORTH FROM THE CENTERLINE OF THE SOUTH DRIVEWAY ENTRANCE TO A STRIP
 DP7994'SHOPPING CENTER AND 16.0 FT (4.9 M) NORTHEAST FROM A 12 INCH (30 CM)
 DP7994'DECIDUOUS TREE IN FRONT OF THE STRIP SHOPPING CENTER, 1 FT (0.3 M)
 DP7994'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7910 ***********************************************************************
 DP7910  DESIGNATION -  15 B 7
 DP7910  PID         -  DP7910
 DP7910  STATE/COUNTY-  NJ/OCEAN
 DP7910  COUNTRY     -  US
 DP7910  USGS QUAD   -  POINT PLEASANT (2019)
 DP7910
 DP7910                         *CURRENT SURVEY CONTROL
 DP7910  ______________________________________________________________________
 DP7910* NAD 83(1986) POSITION- 40 05 41.34   (N) 074 02 13.87   (W)   HD_HELD1
 DP7910* NAVD 88 ORTHO HEIGHT -     2.655 (meters)        8.71  (feet) ADJUSTED
 DP7910  ______________________________________________________________________
 DP7910  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 DP7910  DYNAMIC HEIGHT  -          2.654 (meters)        8.71  (feet) COMP
 DP7910  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 DP7910
 DP7910  VERT ORDER      -  FIRST     CLASS II
 DP7910
 DP7910.The horizontal coordinates were determined by differentially corrected
 DP7910.hand held GPS observations or other comparable positioning techniques
 DP7910.and have an estimated accuracy of +/- 3 meters.
 DP7910
 DP7910.The orthometric height was determined by differential leveling and
 DP7910.adjusted by the NATIONAL GEODETIC SURVEY
 DP7910.in September 2015.
 DP7910
 DP7910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7910.GEOID18 height accuracy estimate available here.
 DP7910
 DP7910.Click photographs - Photos may exist for this station.
 DP7910
 DP7910.The dynamic height is computed by dividing the NAVD 88
 DP7910.geopotential number by the normal gravity value computed on the
 DP7910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7910.degrees latitude (g = 980.6199 gals.).
 DP7910
 DP7910.The modeled gravity was interpolated from observed gravity values.
 DP7910
 DP7910;                    North         East    Units  Estimated Accuracy
 DP7910;SPC NJ       -   140,144.0     189,462.9     MT  (+/- 3 meters HH1 GPS) 
 DP7910
 DP7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8207238725(NAD 83)
 DP7910
 DP7910                          SUPERSEDED SURVEY CONTROL
 DP7910
 DP7910.No superseded survey control is available for this station.
 DP7910
 DP7910_MARKER: DD = SURVEY DISK
 DP7910_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7910+WITH SETTING: PAVEMENT
 DP7910_SP_SET: LIGHT POLE BASE
 DP7910_STAMPING: 15 B 7 2013
 DP7910_MARK LOGO: NJGS
 DP7910_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7910+STABILITY: SURFACE MOTION
 DP7910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7910+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DP7910
 DP7910  HISTORY     - Date     Condition        Report By
 DP7910  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7910
 DP7910                          STATION DESCRIPTION
 DP7910
 DP7910'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7910'THE STATION IS LOCATED ABOUT 9.5 MI (15.2 KM) EAST OF LAKEWOOD, 1.5 MI
 DP7910'(2.4 KM) EAST OF POINT PLEASANT AND 0.7 MI (1.1 KM) SOUTHEAST OF POINT
 DP7910'PLEASANT BEACH, IN POINT PLEASANT BEACH BOROUGH.
 DP7910'
 DP7910'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF
 DP7910'A LIGHT POLE NEAR THE NORTHWEST CORNER OF THE PARKING LOT OF THE
 DP7910'JENKINSON'S AQUARIUM.
 DP7910'
 DP7910'THE STATION IS 122 FT (37.2 M) NORTH OF THE CENTERLINE OF THE ENTRANCE
 DP7910'DRIVE FOR THE AQUARIUM, OPPOSITE PARKWAY, 74.5 FT (22.7 M)
 DP7910'NORTH-NORTHEAST OF POLE NUMBER 40035PP, 19 FT (5.8 M) SOUTH OF POLE
 DP7910'NUMBER BT603PP, 7 FT (2.1 M) EAST OF THE EAST CURBLINE OF OCEAN
 DP7910'AVENUE, 1 FT (0.3 M) NORTH OF A WITNESS POST.
 DP7910'
 DP7910'THE STATION IS ABOUT 2 FT (0.6 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4012 ***********************************************************************
 DQ4012  DESIGNATION -  15 B 8
 DQ4012  PID         -  DQ4012
 DQ4012  STATE/COUNTY-  NJ/OCEAN
 DQ4012  COUNTRY     -  US
 DQ4012  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4012
 DQ4012                         *CURRENT SURVEY CONTROL
 DQ4012  ______________________________________________________________________
 DQ4012* NAD 83(1986) POSITION- 39 55 09.68   (N) 074 04 45.45   (W)   HD_HELD1
 DQ4012* NAVD 88 ORTHO HEIGHT -     1.367 (meters)        4.48  (feet) ADJUSTED
 DQ4012  ______________________________________________________________________
 DQ4012  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 DQ4012  DYNAMIC HEIGHT  -          1.366 (meters)        4.48  (feet) COMP
 DQ4012  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DQ4012
 DQ4012  VERT ORDER      -  FIRST     CLASS II
 DQ4012
 DQ4012.The horizontal coordinates were determined by differentially corrected
 DQ4012.hand held GPS observations or other comparable positioning techniques
 DQ4012.and have an estimated accuracy of +/- 3 meters.
 DQ4012
 DQ4012.The orthometric height was determined by differential leveling and
 DQ4012.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4012.in March 2017.
 DQ4012
 DQ4012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4012.GEOID18 height accuracy estimate available here.
 DQ4012
 DQ4012.Click photographs - Photos may exist for this station.
 DQ4012
 DQ4012.The dynamic height is computed by dividing the NAVD 88
 DQ4012.geopotential number by the normal gravity value computed on the
 DQ4012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4012.degrees latitude (g = 980.6199 gals.).
 DQ4012
 DQ4012.The modeled gravity was interpolated from observed gravity values.
 DQ4012
 DQ4012;                    North         East    Units  Estimated Accuracy
 DQ4012;SPC NJ       -   120,645.8     185,964.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4012
 DQ4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7868419212(NAD 83)
 DQ4012
 DQ4012                          SUPERSEDED SURVEY CONTROL
 DQ4012
 DQ4012.No superseded survey control is available for this station.
 DQ4012
 DQ4012_MARKER: DD = SURVEY DISK
 DQ4012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4012_STAMPING: 15 B 8 2015
 DQ4012_MARK LOGO: NJDT
 DQ4012_PROJECTION: FLUSH
 DQ4012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4012+STABILITY: SURFACE MOTION
 DQ4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4012+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2023
 DQ4012
 DQ4012  HISTORY     - Date     Condition        Report By
 DQ4012  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4012  HISTORY     - 20151110 GOOD             NJGS
 DQ4012  HISTORY     - 20230501 GOOD             NJGS
 DQ4012
 DQ4012                          STATION DESCRIPTION
 DQ4012
 DQ4012'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4012'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF FORKED
 DQ4012'RIVER, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE TOWN
 DQ4012'OF SEASIDE PARK, NJ.
 DQ4012'
 DQ4012'THE STATION IS SET ON THE WEST SIDE OF THE GRASS FRONT LAWN OF THE
 DQ4012'SEASIDE PARK BOROUGH POLICE AND BOROUGH HALL FACILITY, ABOUT 125 FT
 DQ4012'(38.1 M) OUTH OF THE CENTERLINE OF FIFTH AVENUE, AT THE ENTRANCE DRIVE
 DQ4012'TO THE PARKING AREA ON THE WEST SIDE OF THE FACILITY.
 DQ4012'
 DQ4012'THE STATION IS 4.1 FT (1.2 M) EAST OF THE EAST CURB OF SOUTHBOUND NEW
 DQ4012'JERSEY STATE ROUTE 35, 18 FT (5.5 M) SOUTHEAST OF A SIGN (PARKING FOR
 DQ4012'MUNICIPAL PURPOSES), 28 FT (8.5 M) SOUTHWEST OF A MANHOLE, 110 FT
 DQ4012'(33.5 M) NORTHWEST OF THE FLAG POLE IN FRONT OF THE BUILDING.
 DQ4012
 DQ4012                          STATION RECOVERY (2023)
 DQ4012
 DQ4012'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (FA)
 DQ4012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4026 ***********************************************************************
 DQ4026  DESIGNATION -  15 B 9
 DQ4026  PID         -  DQ4026
 DQ4026  STATE/COUNTY-  NJ/OCEAN
 DQ4026  COUNTRY     -  US
 DQ4026  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4026
 DQ4026                         *CURRENT SURVEY CONTROL
 DQ4026  ______________________________________________________________________
 DQ4026* NAD 83(1986) POSITION- 39 57 07.84   (N) 074 04 18.59   (W)   HD_HELD1
 DQ4026* NAVD 88 ORTHO HEIGHT -     1.051 (meters)        3.45  (feet) ADJUSTED
 DQ4026  ______________________________________________________________________
 DQ4026  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 DQ4026  DYNAMIC HEIGHT  -          1.050 (meters)        3.44  (feet) COMP
 DQ4026  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DQ4026
 DQ4026  VERT ORDER      -  FIRST     CLASS II
 DQ4026
 DQ4026.The horizontal coordinates were determined by differentially corrected
 DQ4026.hand held GPS observations or other comparable positioning techniques
 DQ4026.and have an estimated accuracy of +/- 3 meters.
 DQ4026
 DQ4026.The orthometric height was determined by differential leveling and
 DQ4026.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4026.in March 2017.
 DQ4026
 DQ4026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4026.GEOID18 height accuracy estimate available here.
 DQ4026
 DQ4026.Click photographs - Photos may exist for this station.
 DQ4026
 DQ4026.The dynamic height is computed by dividing the NAVD 88
 DQ4026.geopotential number by the normal gravity value computed on the
 DQ4026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4026.degrees latitude (g = 980.6199 gals.).
 DQ4026
 DQ4026.The modeled gravity was interpolated from observed gravity values.
 DQ4026
 DQ4026;                    North         East    Units  Estimated Accuracy
 DQ4026;SPC NJ       -   124,292.8     186,584.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4026
 DQ4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7928422861(NAD 83)
 DQ4026
 DQ4026                          SUPERSEDED SURVEY CONTROL
 DQ4026
 DQ4026.No superseded survey control is available for this station.
 DQ4026
 DQ4026_MARKER: DD = SURVEY DISK
 DQ4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4026_STAMPING: 15 B 9 2016
 DQ4026_MARK LOGO: NJDT
 DQ4026_PROJECTION: FLUSH
 DQ4026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4026+STABILITY: SURFACE MOTION
 DQ4026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4026+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2016
 DQ4026
 DQ4026  HISTORY     - Date     Condition        Report By
 DQ4026  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4026  HISTORY     - 20160720 GOOD             NJGS
 DQ4026
 DQ4026                          STATION DESCRIPTION
 DQ4026
 DQ4026'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4026'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF TOMS RIVER, 5.9
 DQ4026'MI (9.5 KM) SOUTH OF MANTOLOKING AND 1.8 MI (2.9 KM) NORTH OF SEASIDE
 DQ4026'PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER TOWNSHIP.
 DQ4026'
 DQ4026'COOLIDGE  THE STATION IS ON THE EAST SIDE OF NORTHBOUND LANES OF NEW
 DQ4026'JERSEY STATE HIGHWAY 35 BETWEEN FORT AVENUE AND COOLIDGE AVENUE.
 DQ4026'
 DQ4026'THE STATION IS 55 FT (16.8 M) SOUTH OF POLE NUMBER JC399DV, 1.75 FT
 DQ4026'(0.5 M) EAST OF THE EAST CURB OF THE NORTHBOUND LANES OF NEW JERSEY
 DQ4026'STATE HIGHWAY 35 (GRAND CENTRAL AVENUE), 27 FT (8.2 M) EAST OF THE
 DQ4026'CENTERLINE OF NEW JERSEY STATE HIGHWAY 35, 60 FT (18.3 M) NORTH OF THE
 DQ4026'CENTERLINE OF COOLIDGE AVENUE, 125 FT (38.1 M) SOUTH OF THE CENTERLINE
 DQ4026'OF FORT AVENUE, 1 FT (0.3 M) WEST OF THE WEST EDGE OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6449 ***********************************************************************
 DR6449  DESIGNATION -  15 C 10
 DR6449  PID         -  DR6449
 DR6449  STATE/COUNTY-  NJ/OCEAN
 DR6449  COUNTRY     -  US
 DR6449  USGS QUAD   -  WEST CREEK (2019)
 DR6449
 DR6449                         *CURRENT SURVEY CONTROL
 DR6449  ______________________________________________________________________
 DR6449* NAD 83(1986) POSITION- 39 38 17.62   (N) 074 18 16.99   (W)   HD_HELD1
 DR6449* NAVD 88 ORTHO HEIGHT -     2.484 (meters)        8.15  (feet) ADJUSTED
 DR6449  ______________________________________________________________________
 DR6449  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 DR6449  DYNAMIC HEIGHT  -          2.483 (meters)        8.15  (feet) COMP
 DR6449  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 DR6449
 DR6449  VERT ORDER      -  FIRST     CLASS II
 DR6449
 DR6449.The horizontal coordinates were determined by differentially corrected
 DR6449.hand held GPS observations or other comparable positioning techniques
 DR6449.and have an estimated accuracy of +/- 3 meters.
 DR6449
 DR6449.The orthometric height was determined by differential leveling and
 DR6449.adjusted by the NATIONAL GEODETIC SURVEY
 DR6449.in February 2021.
 DR6449
 DR6449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6449.GEOID18 height accuracy estimate available here.
 DR6449
 DR6449.Click photographs - Photos may exist for this station.
 DR6449
 DR6449.The dynamic height is computed by dividing the NAVD 88
 DR6449.geopotential number by the normal gravity value computed on the
 DR6449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6449.degrees latitude (g = 980.6199 gals.).
 DR6449
 DR6449.The modeled gravity was interpolated from observed gravity values.
 DR6449
 DR6449;                    North         East    Units  Estimated Accuracy
 DR6449;SPC NJ       -    89,368.7     166,761.8     MT  (+/- 3 meters HH1 GPS) 
 DR6449
 DR6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5966187836(NAD 83)
 DR6449
 DR6449                          SUPERSEDED SURVEY CONTROL
 DR6449
 DR6449.No superseded survey control is available for this station.
 DR6449
 DR6449_MARKER: DD = SURVEY DISK
 DR6449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR6449_SP_SET: BRIDGE ABUTMENT
 DR6449_STAMPING: 15 C 10 2019
 DR6449_MARK LOGO: NJGS
 DR6449_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6449+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 DR6449
 DR6449  HISTORY     - Date     Condition        Report By
 DR6449  HISTORY     - 20190320 MONUMENTED       NJGS
 DR6449
 DR6449                          STATION DESCRIPTION
 DR6449
 DR6449'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6449'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF BEACH
 DR6449'HAVEN, 3.1 MI (5.0 KM) NORTHEAST OF TUCKERTON AND IN THE TOWN OF WEST
 DR6449'CREEK, NEW JERSEY, EAGLESWOOD TOWNSHIP.
 DR6449'
 DR6449'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6449'539) AND U.S. HIGHWAY 9 (EAST MAIN STREET), GO 3.2 MI (5.1 KM)
 DR6449'NORTHEAST ON U.S. HIGHWAY 9 TO THE STATION ON THE RIGHT, SET IN A
 DR6449'DRILL HOLE IN THE EAST END OF THE SOUTH ABUTMENT AT THE SIDEWALK LEVEL
 DR6449'FOR THE U.S. HIGHWAY 9 BRIDGE SPANNING WESTECUNK CREEK.
 DR6449'
 DR6449'IT IS 4 FT (1.2 M) SOUTHEAST OF THE CURB, 2.5 FT (0.8 M) NORTHEAST OF
 DR6449'THE SOUTH END OF THE BALUSTRADE WALL, 21 FT (6.4 M) SOUTH OF THE
 DR6449'CENTER OF THE BRIDGE AND 26.5 FT (8.1 M) SOUTHEAST OF THE CENTERLINE
 DR6449'OF U.S. HIGHWAY 9.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6498 ***********************************************************************
 DR6498  DESIGNATION -  15 C 11
 DR6498  PID         -  DR6498
 DR6498  STATE/COUNTY-  NJ/OCEAN
 DR6498  COUNTRY     -  US
 DR6498  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DR6498
 DR6498                         *CURRENT SURVEY CONTROL
 DR6498  ______________________________________________________________________
 DR6498* NAD 83(1986) POSITION- 39 45 24.54   (N) 074 06 30.28   (W)   HD_HELD1
 DR6498* NAVD 88 ORTHO HEIGHT -     1.680 (meters)        5.51  (feet) ADJUSTED
 DR6498  ______________________________________________________________________
 DR6498  GEOID HEIGHT    -        -33.335 (meters)                     GEOID18
 DR6498  DYNAMIC HEIGHT  -          1.679 (meters)        5.51  (feet) COMP
 DR6498  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 DR6498
 DR6498  VERT ORDER      -  FIRST     CLASS II
 DR6498
 DR6498.The horizontal coordinates were determined by differentially corrected
 DR6498.hand held GPS observations or other comparable positioning techniques
 DR6498.and have an estimated accuracy of +/- 3 meters.
 DR6498
 DR6498.The orthometric height was determined by differential leveling and
 DR6498.adjusted by the NATIONAL GEODETIC SURVEY
 DR6498.in February 2021.
 DR6498
 DR6498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6498.GEOID18 height accuracy estimate available here.
 DR6498
 DR6498.Click photographs - Photos may exist for this station.
 DR6498
 DR6498.The dynamic height is computed by dividing the NAVD 88
 DR6498.geopotential number by the normal gravity value computed on the
 DR6498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6498.degrees latitude (g = 980.6199 gals.).
 DR6498
 DR6498.The modeled gravity was interpolated from observed gravity values.
 DR6498
 DR6498;                    North         East    Units  Estimated Accuracy
 DR6498;SPC NJ       -   102,589.2     183,554.3     MT  (+/- 3 meters HH1 GPS) 
 DR6498
 DR6498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7637501146(NAD 83)
 DR6498
 DR6498                          SUPERSEDED SURVEY CONTROL
 DR6498
 DR6498.No superseded survey control is available for this station.
 DR6498
 DR6498_MARKER: DD = SURVEY DISK
 DR6498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR6498_SP_SET: WATER TANK FOOTING
 DR6498_STAMPING: 15 C 11 2019
 DR6498_MARK LOGO: NJGS
 DR6498_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6498+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 DR6498
 DR6498  HISTORY     - Date     Condition        Report By
 DR6498  HISTORY     - 20191002 MONUMENTED       NJGS
 DR6498
 DR6498                          STATION DESCRIPTION
 DR6498
 DR6498'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6498'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHEAST OF SHIP
 DR6498'BOTTOM, 7.2 MI (11.6 KM) SOUTHEAST OF FORKED RIVER AND IN THE TOWN OF
 DR6498'BARNEGAT LIGHT, NJ.
 DR6498'
 DR6498'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6498'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 8.5 MI
 DR6498'(13.7 KM) NORTH ON LONG BEACH BOULEVARD TO THE JUNCTION WITH WEST 10TH
 DR6498'STREET.  TURN LEFT AND GO 0.1 MI (0.2 KM) NORTHWEST TO THE ENTRANCE
 DR6498'GATE TO THE BARNEGAT MUNICIPAL COMPLEX AND WATER TANK ON THE RIGHT,
 DR6498'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE SOUTHEAST LEG,
 DR6498'OVERFLOW PIPE ATTACHED, OF THE THE WATER TANK.
 DR6498'
 DR6498'IT IS 3 FT (0.9 M) SOUTHEAST OF THE LEG, 43 FT (13.1 M) EAST-SOUTHEAST
 DR6498'OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING AND POLE NUMBER T15685,
 DR6498'34 FT (10.4 M) WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR
 DR6498'THE DIESEL FUEL TANK AND PUMPS AND ABOUT 105 FT (32.0 M) NORTHEAST OF
 DR6498'THE CENTERLINE OF WEST 10TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6519 ***********************************************************************
 DR6519  DESIGNATION -  15 C 12
 DR6519  PID         -  DR6519
 DR6519  STATE/COUNTY-  NJ/OCEAN
 DR6519  COUNTRY     -  US
 DR6519  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6519
 DR6519                         *CURRENT SURVEY CONTROL
 DR6519  ______________________________________________________________________
 DR6519* NAD 83(1986) POSITION- 39 41 32.83   (N) 074 08 34.01   (W)   HD_HELD1
 DR6519* NAVD 88 ORTHO HEIGHT -     0.883 (meters)        2.90  (feet) ADJUSTED
 DR6519  ______________________________________________________________________
 DR6519  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 DR6519  DYNAMIC HEIGHT  -          0.883 (meters)        2.90  (feet) COMP
 DR6519  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 DR6519
 DR6519  VERT ORDER      -  FIRST     CLASS II
 DR6519
 DR6519.The horizontal coordinates were determined by differentially corrected
 DR6519.hand held GPS observations or other comparable positioning techniques
 DR6519.and have an estimated accuracy of +/- 3 meters.
 DR6519
 DR6519.The orthometric height was determined by differential leveling and
 DR6519.adjusted by the NATIONAL GEODETIC SURVEY
 DR6519.in February 2021.
 DR6519
 DR6519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6519.GEOID18 height accuracy estimate available here.
 DR6519
 DR6519.Click photographs - Photos may exist for this station.
 DR6519
 DR6519.The dynamic height is computed by dividing the NAVD 88
 DR6519.geopotential number by the normal gravity value computed on the
 DR6519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6519.degrees latitude (g = 980.6199 gals.).
 DR6519
 DR6519.The modeled gravity was interpolated from observed gravity values.
 DR6519
 DR6519;                    North         East    Units  Estimated Accuracy
 DR6519;SPC NJ       -    95,431.3     180,637.7     MT  (+/- 3 meters HH1 GPS) 
 DR6519
 DR6519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7349993974(NAD 83)
 DR6519
 DR6519                          SUPERSEDED SURVEY CONTROL
 DR6519
 DR6519.No superseded survey control is available for this station.
 DR6519
 DR6519_MARKER: DD = SURVEY DISK
 DR6519_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6519_SP_SET: CURB
 DR6519_STAMPING: 15 C 12 2020
 DR6519_MARK LOGO: USACE
 DR6519_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6519+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2026
 DR6519
 DR6519  HISTORY     - Date     Condition        Report By
 DR6519  HISTORY     - 20200422 MONUMENTED       USACE
 DR6519  HISTORY     - 20200825 GOOD             NJGS
 DR6519  HISTORY     - 20260123 GOOD             LOCENG
 DR6519
 DR6519                          STATION DESCRIPTION
 DR6519
 DR6519'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6519'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-NORTHEAST OF WEST
 DR6519'CREEK, 4.9 MI (7.9 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT AND 4.0 MI
 DR6519'(6.4 KM) NORTH-NORTHEAST OF SHIP BOTTOM, IN HARVEY CEDARS.
 DR6519'
 DR6519'TO REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF
 DR6519'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6519'GO NORTHEAST ON LONG BEACH BOULEVARD FOR 3.4 MI (5.5 KM) TO THE
 DR6519'INTERSECTION WITH WEST SALEM AVENUE AND THE STATION ON THE LEFT, SET
 DR6519'ON THE NORTHWEST CORNER OF THE JUNCTION OF LONG BEACH BOULEVARD
 DR6519'(COUNTY ROUTE 607) AND WEST SALEM AVENUE, THE SITE OF THE HARVEY
 DR6519'CEDARS WATER TANK AND THE ROAD LEADING TO SUNSET PARK.
 DR6519'
 DR6519'THE STATION IS 5 FT (1.5 M) NORTHWEST OF AN INLET, 25 FT (7.6 M)
 DR6519'NORTHEAST OF THE CENTERLINE OF WEST SALEM AVENUE, 62.5 FT (19.1 M)
 DR6519'NORTHEAST OF POLE NUMBER BT127, 103.5 FT (31.5 M) NORTH-NORTHWEST OF
 DR6519'POLE NUMBER P16041 AND ABOUT 50 FT (15.2 M) WEST-NORTHWEST OF THE
 DR6519'CENTERLINE OF LONG BEACH BOULEVARD.
 DR6519'
 DR6519'.
 DR6519
 DR6519                          STATION RECOVERY (2026)
 DR6519
 DR6519'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2026 (RAL)
 DR6519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6315 ***********************************************************************
 KV6315  DESIGNATION -  15 C 2
 KV6315  PID         -  KV6315
 KV6315  STATE/COUNTY-  NJ/OCEAN
 KV6315  COUNTRY     -  US
 KV6315  USGS QUAD   -  ROOSEVELT (2019)
 KV6315
 KV6315                         *CURRENT SURVEY CONTROL
 KV6315  ______________________________________________________________________
 KV6315* NAD 83(2011) POSITION- 40 09 35.02508(N) 074 25 22.99834(W)   ADJUSTED
 KV6315* NAD 83(2011) ELLIP HT-    14.468 (meters)        (06/27/12)   ADJUSTED
 KV6315* NAD 83(2011) EPOCH   -  2010.00
 KV6315* NAVD 88 ORTHO HEIGHT -    46.887 (meters)      153.83  (feet) ADJUSTED
 KV6315  ______________________________________________________________________
 KV6315  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 KV6315  NAD 83(2011) X  -  1,310,786.244 (meters)                     COMP
 KV6315  NAD 83(2011) Y  - -4,702,012.717 (meters)                     COMP
 KV6315  NAD 83(2011) Z  -  4,091,565.342 (meters)                     COMP
 KV6315  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 KV6315  DYNAMIC HEIGHT  -         46.868 (meters)      153.77  (feet) COMP
 KV6315  MODELED GRAVITY -    980,208.1   (mgal)                       NAVD 88
 KV6315
 KV6315  VERT ORDER      -  FIRST     CLASS II
 KV6315
 KV6315  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6315  Standards:
 KV6315         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6315            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6315  -------------------------------------------------------------------
 KV6315  NETWORK    0.53   0.86           0.24   0.19   0.44      0.12631881
 KV6315  -------------------------------------------------------------------
 KV6315  Click here for local accuracies and other accuracy information.
 KV6315
 KV6315.The horizontal coordinates were established by GPS observations
 KV6315.and adjusted by the National Geodetic Survey in June 2012.
 KV6315
 KV6315.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6315.been affixed to the stable North American tectonic plate. See 
 KV6315.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6315
 KV6315.The horizontal coordinates are valid at the epoch date displayed above
 KV6315.which is a decimal equivalence of Year/Month/Day.
 KV6315
 KV6315.The orthometric height was determined by differential leveling and
 KV6315.adjusted by the NATIONAL GEODETIC SURVEY
 KV6315.in June 1991.
 KV6315
 KV6315.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6315.GEOID18 height accuracy estimate available here.
 KV6315
 KV6315.Click photographs - Photos may exist for this station.
 KV6315
 KV6315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6315
 KV6315.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6315
 KV6315.The ellipsoidal height was determined by GPS observations
 KV6315.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6315
 KV6315;                    North         East     Units Scale Factor Converg.
 KV6315;SPC NJ       -   147,251.190   156,554.632   MT  0.99990053   +0 02 58.6
 KV6315;SPC NJ       -   483,106.61    513,629.66   sFT  0.99990053   +0 02 58.6
 KV6315;UTM  18      - 4,445,645.381   549,133.044   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4913345645(NAD 83)
 KV6315
 KV6315                          SUPERSEDED SURVEY CONTROL
 KV6315
 KV6315  NAD 83(2007)-  40 09 35.02566(N)    074 25 22.99892(W) AD(2002.00) 0
 KV6315  ELLIP H (02/10/07)   14.473  (m)                       GP(2002.00)    
 KV6315  NAD 83(1996)-  40 09 35.02562(N)    074 25 22.99925(W) AD(       ) 1
 KV6315  ELLIP H (04/17/03)   14.497  (m)                       GP(       ) 3 1
 KV6315  NAVD 88              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
 KV6315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6315.See file dsdata.pdf to determine how the superseded data were derived.
 KV6315
 KV6315_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6315_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6688 ***********************************************************************
 AB6688  DESIGNATION -  15 C 3
 AB6688  PID         -  AB6688
 AB6688  STATE/COUNTY-  NJ/OCEAN
 AB6688  COUNTRY     -  US
 AB6688  USGS QUAD   -  KESWICK GROVE (2019)
 AB6688
 AB6688                         *CURRENT SURVEY CONTROL
 AB6688  ______________________________________________________________________
 AB6688* NAD 83(1986) POSITION- 39 55 41.     (N) 074 17 44.     (W)   SCALED
 AB6688* NAVD 88 ORTHO HEIGHT -    25.316 (meters)       83.06  (feet) ADJUSTED
 AB6688  ______________________________________________________________________
 AB6688  GEOID HEIGHT    -        -32.944 (meters)                     GEOID18
 AB6688  DYNAMIC HEIGHT  -         25.304 (meters)       83.02  (feet) COMP
 AB6688  MODELED GRAVITY -    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 map and have
 AB6688.an estimated accuracy of +/- 6 seconds.
 AB6688
 AB6688.The orthometric height was determined by differential leveling and
 AB6688.adjusted by the NATIONAL GEODETIC SURVEY
 AB6688.in September 1996.
 AB6688
 AB6688.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6688.GEOID18 height accuracy estimate available here.
 AB6688
 AB6688.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK601200(NAD 83)
 AB6688
 AB6688                          SUPERSEDED SURVEY CONTROL
 AB6688
 AB6688.No superseded survey control is available for this station.
 AB6688
 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 = JULY 24, 2026 22:12:30 EDT
 DM5981 ***********************************************************************
 DM5981  DESIGNATION -  15 C 4
 DM5981  PID         -  DM5981
 DM5981  STATE/COUNTY-  NJ/OCEAN
 DM5981  COUNTRY     -  US
 DM5981  USGS QUAD   -  TOMS RIVER (2019)
 DM5981
 DM5981                         *CURRENT SURVEY CONTROL
 DM5981  ______________________________________________________________________
 DM5981* NAD 83(1986) POSITION- 39 57 10.     (N) 074 12 03.     (W)   SCALED
 DM5981* NAVD 88 ORTHO HEIGHT -     1.751 (meters)        5.74  (feet) ADJUSTED
 DM5981  ______________________________________________________________________
 DM5981  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 DM5981  DYNAMIC HEIGHT  -          1.751 (meters)        5.74  (feet) COMP
 DM5981  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM5981
 DM5981  VERT ORDER      -  FIRST     CLASS II
 DM5981
 DM5981.The horizontal coordinates were scaled from a map and have
 DM5981.an estimated accuracy of +/- 6 seconds.
 DM5981
 DM5981.The orthometric height was determined by differential leveling and
 DM5981.adjusted by the NATIONAL GEODETIC SURVEY
 DM5981.in May 2011.
 DM5981
 DM5981.No vertical observational check was made to the station.
 DM5981
 DM5981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5981.GEOID18 height accuracy estimate available here.
 DM5981
 DM5981.Click photographs - Photos may exist for this station.
 DM5981
 DM5981.The dynamic height is computed by dividing the NAVD 88
 DM5981.geopotential number by the normal gravity value computed on the
 DM5981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5981.degrees latitude (g = 980.6199 gals.).
 DM5981
 DM5981.The modeled gravity was interpolated from observed gravity values.
 DM5981
 DM5981;                    North         East    Units  Estimated Accuracy
 DM5981;SPC NJ       -   124,320.      175,560.      MT  (+/- 180 meters Scaled)
 DM5981
 DM5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK682228(NAD 83)
 DM5981
 DM5981                          SUPERSEDED SURVEY CONTROL
 DM5981
 DM5981.No superseded survey control is available for this station.
 DM5981
 DM5981_MARKER: DD = SURVEY DISK
 DM5981_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM5981+WITH SETTING: PAVEMENT
 DM5981_SP_SET: FLAG POLE BASE
 DM5981_STAMPING: 15 C 4 2006
 DM5981_MARK LOGO: NJGS
 DM5981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5981+STABILITY: SURFACE MOTION
 DM5981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5981+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DM5981
 DM5981  HISTORY     - Date     Condition        Report By
 DM5981  HISTORY     - 20060828 MONUMENTED       NJGS
 DM5981
 DM5981                          STATION DESCRIPTION
 DM5981
 DM5981'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5981'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, SET IN A DRILL
 DM5981'HOLE IN THE CENTER OF THE EAST SIDE OF THE FLAG POLE BASE IN FRONT OF
 DM5981'THE TOMS RIVER POST OFFICE ON THE SOUTH SIDE OF WEST WATER STREET,
 DM5981'ABOUT 0.15 MI (0.24 KM) WEST-NORTHWEST OF NJ ROUTE 166.
 DM5981'
 DM5981'THE STATION IS 4.0 M (13.1 FT) SOUTHWEST OF THE SOUTHWEST CURB OF WEST
 DM5981'WATER STREET, 36.1 M (118.4 FT) EAST-SOUTHEAST OF THE NORTHWEST CORNER
 DM5981'OF THE BUILDING, 4.7 M (15.4 FT) EAST-SOUTHEAST OF THE SIDEWALK TO THE
 DM5981'FRONT DOOR OF THE BUILDING, 55.0 M (180.4 FT) NORTHWEST OF THE
 DM5981'CENTERLINE OF IRONS STREET, 35.6 M (116.8 FT) EAST-SOUTHEAST OF THE
 DM5981'CENTERLINE OF THE EXIT DRIVEWAY, 26.1 M (85.6 FT) NORTH OF THE
 DM5981'NORTHEAST CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7921 ***********************************************************************
 DP7921  DESIGNATION -  15 C 5
 DP7921  PID         -  DP7921
 DP7921  STATE/COUNTY-  NJ/OCEAN
 DP7921  COUNTRY     -  US
 DP7921  USGS QUAD   -  SEASIDE PARK (2019)
 DP7921
 DP7921                         *CURRENT SURVEY CONTROL
 DP7921  ______________________________________________________________________
 DP7921* NAD 83(1986) POSITION- 39 58 08.10   (N) 074 04 08.48   (W)   HD_HELD1
 DP7921* NAVD 88 ORTHO HEIGHT -     1.092 (meters)        3.58  (feet) ADJUSTED
 DP7921  ______________________________________________________________________
 DP7921  GEOID HEIGHT    -        -33.085 (meters)                     GEOID18
 DP7921  DYNAMIC HEIGHT  -          1.092 (meters)        3.58  (feet) COMP
 DP7921  MODELED GRAVITY -    980,163.1   (mgal)                       NAVD 88
 DP7921
 DP7921  VERT ORDER      -  FIRST     CLASS II
 DP7921
 DP7921.The horizontal coordinates were determined by differentially corrected
 DP7921.hand held GPS observations or other comparable positioning techniques
 DP7921.and have an estimated accuracy of +/- 3 meters.
 DP7921
 DP7921.The orthometric height was determined by differential leveling and
 DP7921.adjusted by the NATIONAL GEODETIC SURVEY
 DP7921.in March 2017.
 DP7921
 DP7921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7921.GEOID18 height accuracy estimate available here.
 DP7921
 DP7921.Click photographs - Photos may exist for this station.
 DP7921
 DP7921.The dynamic height is computed by dividing the NAVD 88
 DP7921.geopotential number by the normal gravity value computed on the
 DP7921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7921.degrees latitude (g = 980.6199 gals.).
 DP7921
 DP7921.The modeled gravity was interpolated from observed gravity values.
 DP7921
 DP7921;                    North         East    Units  Estimated Accuracy
 DP7921;SPC NJ       -   126,152.4     186,815.9     MT  (+/- 3 meters HH1 GPS) 
 DP7921
 DP7921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7950424722(NAD 83)
 DP7921
 DP7921                          SUPERSEDED SURVEY CONTROL
 DP7921
 DP7921  NAVD 88 (09/24/15)    1.100  (m)            3.61   (f) SUPERSEDED  1 2
 DP7921
 DP7921.Superseded values are not recommended for survey control.
 DP7921
 DP7921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7921.See file dsdata.pdf to determine how the superseded data were derived.
 DP7921
 DP7921_MARKER: DD = SURVEY DISK
 DP7921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7921_SP_SET: FOUNDATION
 DP7921_STAMPING: 15 C 5 2012
 DP7921_MARK LOGO: NJGS
 DP7921_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7921+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7921
 DP7921  HISTORY     - Date     Condition        Report By
 DP7921  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7921  HISTORY     - 20160411 GOOD             NJGS
 DP7921
 DP7921                          STATION DESCRIPTION
 DP7921
 DP7921'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7921'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF POINT PLEASANT,
 DP7921'6.9 MI (11.1 KM) EAST OF TOMS RIVER AND 2.9 MI (4.7 KM) NORTH OF
 DP7921'SEASIDE PARK.
 DP7921'
 DP7921'THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE.
 DP7921'
 DP7921'THE STATION IS AT THE NORTHEAST CORNER OF THE INTERSECTION OF GRAND
 DP7921'CENTRAL AVENUE (STATE HIGHWAY 35 NORTHBOUND) AND WASHINGTON AVENUE,
 DP7921'SET FLUSH IN A DRILL HOLE AT THE NORTHWEST CORNER OF A CONCRETE
 DP7921'FOUNDATION FOR A TRAFFIC SIGNAL POLE, WHICH IS SET FLUSH WITH THE
 DP7921'SURROUNDING SIDEWALK.
 DP7921'
 DP7921'THE STATION IS 8.8 FT (2.7 M) EAST FROM THE EAST CURB OF STATE HIGHWAY
 DP7921'35 NORTHBOUND, 13.3 FT (4.1 M) NORTH FROM THE NORTH CURB OF WASHINGTON
 DP7921'AVENUE, 1.3 FT (0.4 M) NORTHWEST FROM THE TRAFFIC SIGNAL MAST, 7.8 FT
 DP7921'(2.4 M) EAST-SOUTHEAST FROM A FIRE HYDRANT AND 13.0 FT (4.0 M)
 DP7921'NORTHEAST FROM WOOD UTILITY POLE NUMBER JC 343 LA.
 DP7921
 DP7921                          STATION RECOVERY (2016)
 DP7921
 DP7921'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7921'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7995 ***********************************************************************
 DP7995  DESIGNATION -  15 C 6
 DP7995  PID         -  DP7995
 DP7995  STATE/COUNTY-  NJ/OCEAN
 DP7995  COUNTRY     -  US
 DP7995  USGS QUAD   -  POINT PLEASANT (2019)
 DP7995
 DP7995                         *CURRENT SURVEY CONTROL
 DP7995  ______________________________________________________________________
 DP7995* NAD 83(1986) POSITION- 40 06 01.50   (N) 074 02 39.45   (W)   HD_HELD1
 DP7995* NAVD 88 ORTHO HEIGHT -     1.702 (meters)        5.58  (feet) ADJUSTED
 DP7995  ______________________________________________________________________
 DP7995  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 DP7995  DYNAMIC HEIGHT  -          1.701 (meters)        5.58  (feet) COMP
 DP7995  MODELED GRAVITY -    980,156.8   (mgal)                       NAVD 88
 DP7995
 DP7995  VERT ORDER      -  FIRST     CLASS II
 DP7995
 DP7995.The horizontal coordinates were determined by differentially corrected
 DP7995.hand held GPS observations or other comparable positioning techniques
 DP7995.and have an estimated accuracy of +/- 3 meters.
 DP7995
 DP7995.The orthometric height was determined by differential leveling and
 DP7995.adjusted by the NATIONAL GEODETIC SURVEY
 DP7995.in September 2015.
 DP7995
 DP7995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7995.GEOID18 height accuracy estimate available here.
 DP7995
 DP7995.Click photographs - Photos may exist for this station.
 DP7995
 DP7995.The dynamic height is computed by dividing the NAVD 88
 DP7995.geopotential number by the normal gravity value computed on the
 DP7995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7995.degrees latitude (g = 980.6199 gals.).
 DP7995
 DP7995.The modeled gravity was interpolated from observed gravity values.
 DP7995
 DP7995;                    North         East    Units  Estimated Accuracy
 DP7995;SPC NJ       -   140,762.6     188,853.8     MT  (+/- 3 meters HH1 GPS) 
 DP7995
 DP7995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8146039340(NAD 83)
 DP7995
 DP7995                          SUPERSEDED SURVEY CONTROL
 DP7995
 DP7995.No superseded survey control is available for this station.
 DP7995
 DP7995_MARKER: DD = SURVEY DISK
 DP7995_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7995+WITH SETTING: PAVEMENT
 DP7995_SP_SET: SIGN FOUNDATION
 DP7995_STAMPING: 15 C 6 2012
 DP7995_MARK LOGO: NJGS
 DP7995_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7995+STABILITY: SURFACE MOTION
 DP7995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7995+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2016
 DP7995
 DP7995  HISTORY     - Date     Condition        Report By
 DP7995  HISTORY     - 20120518 MONUMENTED       NJGS
 DP7995  HISTORY     - 20161228 GOOD             PBCONS
 DP7995
 DP7995                          STATION DESCRIPTION
 DP7995
 DP7995'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7995'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF
 DP7995'ASBURY PARK, 1.8 MI (2.9 KM) NORTHEAST OF POINT PLEASANT AND 0.7 MI
 DP7995'(1.1 KM) NORTH-NORTHEAST OF POINT PLEASANT BEACH.  THE STATION IS
 DP7995'LOCATED IN THE BOROUGH OF POINT PLEASANT BEACH.
 DP7995'
 DP7995'THE STATION IS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF BROADWAY
 DP7995'AND CHICAGO AVENUE, SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST CORNER
 DP7995'OF A 4.5 FT (1.4 M) BY 4.5 FT (1.4 M) CONCRETE FOUNDATION FOR A SIGN
 DP7995'BELONGING TO THE POINT BEACH AUTOMOTIVE REPAIR SHOP.
 DP7995'
 DP7995'THE STATION IS 36.0 FT (11.0 M) EAST FROM THE CENTERLINE OF CHICAGO
 DP7995'AVENUE, 56.5 FT (17.2 M) SOUTH FROM THE CENTERLINE OF BROADWAY, 3.5 FT
 DP7995'(1.1 M) SOUTHEAST FROM THE SIGN MAST, 6.5 FT (2.0 M) EAST-SOUTHEAST
 DP7995'FROM A 5 FT (1.5 M) HIGH CONCRETE STREET NAME POST AND 53.0 NORTHWEST
 DP7995'FROM THE NORTHWEST CORNER OF THE POINT BEACH AUTOMOTIVE REPAIR SHOP
 DP7995'GARAGE BUILDING.
 DP7995
 DP7995                          STATION RECOVERY (2016)
 DP7995
 DP7995'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2016 (MJB)
 DP7995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7913 ***********************************************************************
 DP7913  DESIGNATION -  15 C 7
 DP7913  PID         -  DP7913
 DP7913  STATE/COUNTY-  NJ/OCEAN
 DP7913  COUNTRY     -  US
 DP7913  USGS QUAD   -  SEASIDE PARK (2019)
 DP7913
 DP7913                         *CURRENT SURVEY CONTROL
 DP7913  ______________________________________________________________________
 DP7913* NAD 83(1986) POSITION- 39 55 58.28   (N) 074 04 22.21   (W)   HD_HELD1
 DP7913* NAVD 88 ORTHO HEIGHT -     4.375 (meters)       14.35  (feet) ADJUSTED
 DP7913  ______________________________________________________________________
 DP7913  GEOID HEIGHT    -        -33.106 (meters)                     GEOID18
 DP7913  DYNAMIC HEIGHT  -          4.373 (meters)       14.35  (feet) COMP
 DP7913  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DP7913
 DP7913  VERT ORDER      -  FIRST     CLASS II
 DP7913
 DP7913.The horizontal coordinates were determined by differentially corrected
 DP7913.hand held GPS observations or other comparable positioning techniques
 DP7913.and have an estimated accuracy of +/- 3 meters.
 DP7913
 DP7913.The orthometric height was determined by differential leveling and
 DP7913.adjusted by the NATIONAL GEODETIC SURVEY
 DP7913.in March 2017.
 DP7913
 DP7913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7913.GEOID18 height accuracy estimate available here.
 DP7913
 DP7913.Click photographs - Photos may exist for this station.
 DP7913
 DP7913.The dynamic height is computed by dividing the NAVD 88
 DP7913.geopotential number by the normal gravity value computed on the
 DP7913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7913.degrees latitude (g = 980.6199 gals.).
 DP7913
 DP7913.The modeled gravity was interpolated from observed gravity values.
 DP7913
 DP7913;                    North         East    Units  Estimated Accuracy
 DP7913;SPC NJ       -   122,147.2     186,509.3     MT  (+/- 3 meters HH1 GPS) 
 DP7913
 DP7913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7922020716(NAD 83)
 DP7913
 DP7913                          SUPERSEDED SURVEY CONTROL
 DP7913
 DP7913  NAVD 88 (09/24/15)    4.372  (m)           14.34   (f) SUPERSEDED  1 2
 DP7913
 DP7913.Superseded values are not recommended for survey control.
 DP7913
 DP7913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7913.See file dsdata.pdf to determine how the superseded data were derived.
 DP7913
 DP7913_MARKER: DD = SURVEY DISK
 DP7913_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7913_SP_SET: STEP
 DP7913_STAMPING: 15 C 7 2013
 DP7913_MARK LOGO: NJGS
 DP7913_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7913+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7913
 DP7913  HISTORY     - Date     Condition        Report By
 DP7913  HISTORY     - 20130917 MONUMENTED       NJGS
 DP7913  HISTORY     - 20160411 GOOD             NJGS
 DP7913
 DP7913                          STATION DESCRIPTION
 DP7913
 DP7913'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7913'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF FORKED
 DP7913'RIVER, 6.8 MI (10.9 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE TOWN
 DP7913'OF SEASIDE PARK, NJ.
 DP7913'
 DP7913'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 DP7913'ENTRANCE STEP LEADING TO A DOOR AT THE SOUTHWEST CORNER OF THE BEACH
 DP7913'PAVILION-SNACK BAR BAR (NUMBER 1400) BETWEEN THE BOARDWALK AND NORTH
 DP7913'OCEAN AVENUE AT THE JUNCTION WITH NORTH STREET.
 DP7913'
 DP7913'THE STATION IS 20 FT (6.1 M) EAST OF THE EAST CURB OF NORTH OCEAN
 DP7913'AVENUE, 51 FT (15.5 M) EAST OF THE CENTERLINE OF NORTH OCEAN AVENUE,
 DP7913'20 NORTH OF THE CENTERLINE EXTENDED OF NORTH STREET, 7.6 FT (2.3 M)
 DP7913'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 27 FT (8.2 M) NORTHEAST
 DP7913'OF POLE NUMBER JC418SSP, 36 FT (11.0 M) NORTH OF THE CENTERLINE OF THE
 DP7913'NORTHERLY DRIVEWAY INTO PARKING LOT NUMBER 3, 54 FT (16.5 M) WEST OF
 DP7913'THE CENTERLINE OF THE BOARDWALK.
 DP7913
 DP7913                          STATION RECOVERY (2016)
 DP7913
 DP7913'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7913'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4013 ***********************************************************************
 DQ4013  DESIGNATION -  15 C 8
 DQ4013  PID         -  DQ4013
 DQ4013  STATE/COUNTY-  NJ/OCEAN
 DQ4013  COUNTRY     -  US
 DQ4013  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4013
 DQ4013                         *CURRENT SURVEY CONTROL
 DQ4013  ______________________________________________________________________
 DQ4013* NAD 83(1986) POSITION- 39 55 00.44   (N) 074 04 46.00   (W)   HD_HELD1
 DQ4013* NAVD 88 ORTHO HEIGHT -     1.449 (meters)        4.75  (feet) ADJUSTED
 DQ4013  ______________________________________________________________________
 DQ4013  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 DQ4013  DYNAMIC HEIGHT  -          1.448 (meters)        4.75  (feet) COMP
 DQ4013  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DQ4013
 DQ4013  VERT ORDER      -  FIRST     CLASS II
 DQ4013
 DQ4013.The horizontal coordinates were determined by differentially corrected
 DQ4013.hand held GPS observations or other comparable positioning techniques
 DQ4013.and have an estimated accuracy of +/- 3 meters.
 DQ4013
 DQ4013.The orthometric height was determined by differential leveling and
 DQ4013.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4013.in March 2017.
 DQ4013
 DQ4013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4013.GEOID18 height accuracy estimate available here.
 DQ4013
 DQ4013.Click photographs - Photos may exist for this station.
 DQ4013
 DQ4013.The dynamic height is computed by dividing the NAVD 88
 DQ4013.geopotential number by the normal gravity value computed on the
 DQ4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4013.degrees latitude (g = 980.6199 gals.).
 DQ4013
 DQ4013.The modeled gravity was interpolated from observed gravity values.
 DQ4013
 DQ4013;                    North         East    Units  Estimated Accuracy
 DQ4013;SPC NJ       -   120,360.8     185,952.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4013
 DQ4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7867418927(NAD 83)
 DQ4013
 DQ4013                          SUPERSEDED SURVEY CONTROL
 DQ4013
 DQ4013.No superseded survey control is available for this station.
 DQ4013
 DQ4013_MARKER: DD = SURVEY DISK
 DQ4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4013_STAMPING: 15 C 8 2015
 DQ4013_MARK LOGO: NJDT
 DQ4013_PROJECTION: FLUSH
 DQ4013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4013+STABILITY: SURFACE MOTION
 DQ4013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4013+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2022
 DQ4013
 DQ4013  HISTORY     - Date     Condition        Report By
 DQ4013  HISTORY     - UNK      MONUMENTED       NJDT
 DQ4013  HISTORY     - 20151112 GOOD             NJGS
 DQ4013  HISTORY     - 20220311 GOOD             NJGS
 DQ4013
 DQ4013                          STATION DESCRIPTION
 DQ4013
 DQ4013'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4013'THE STATION IS LOCATED ABOUT 7.9 MI (12.8 KM) NORTHEAST OF FORKED
 DQ4013'RIVER, 6.8 MI (11.0 KM) EAST-SOUTHEAST OF TOMS RIVER AND 0.7 MI (1.1
 DQ4013'KM) SOUTH OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4013'
 DQ4013'THE STATION IS LOCATED IN THE SOUTH END OF A GRASS TRAFFIC ISLAND FOR
 DQ4013'PARKING SLOTS BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF NEW
 DQ4013'JERSEY STATE ROUTE 35, AT THE JUNCTION WITH NINTH AVENUE.
 DQ4013'
 DQ4013'THE STATION IS 18 FT (5.5 M) EAST OF THE EAST CURB OF SOUTHBOUND NEW
 DQ4013'JERSEY STATE ROUTE 35, 17.8 FT (5.4 M) WEST OF THE WEST CURB OF
 DQ4013'NORTHBOUND LANES OF NEW JERSEY STATE ROUTE 35, 28 FT (8.5 M) NORTH OF
 DQ4013'THE CENTERLINE OF NINTH AVENUE, 7.3 FT (2.2 M) NORTH OF THE NORTH CURB
 DQ4013'OF NINTH AVENUE, 28 FT (8.5 M) SOUTH OF A DOUBLE GRATE INLET.
 DQ4013
 DQ4013                          STATION RECOVERY (2022)
 DQ4013
 DQ4013'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DQ4013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4027 ***********************************************************************
 DQ4027  DESIGNATION -  15 C 9
 DQ4027  PID         -  DQ4027
 DQ4027  STATE/COUNTY-  NJ/OCEAN
 DQ4027  COUNTRY     -  US
 DQ4027  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4027
 DQ4027                         *CURRENT SURVEY CONTROL
 DQ4027  ______________________________________________________________________
 DQ4027* NAD 83(1986) POSITION- 39 56 19.13   (N) 074 04 52.79   (W)   HD_HELD1
 DQ4027* NAVD 88 ORTHO HEIGHT -     2.216 (meters)        7.27  (feet) ADJUSTED
 DQ4027  ______________________________________________________________________
 DQ4027  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 DQ4027  DYNAMIC HEIGHT  -          2.215 (meters)        7.27  (feet) COMP
 DQ4027  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DQ4027
 DQ4027  VERT ORDER      -  FIRST     CLASS II
 DQ4027
 DQ4027.The horizontal coordinates were determined by differentially corrected
 DQ4027.hand held GPS observations or other comparable positioning techniques
 DQ4027.and have an estimated accuracy of +/- 3 meters.
 DQ4027
 DQ4027.The orthometric height was determined by differential leveling and
 DQ4027.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4027.in March 2017.
 DQ4027
 DQ4027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4027.GEOID18 height accuracy estimate available here.
 DQ4027
 DQ4027.Click photographs - Photos may exist for this station.
 DQ4027
 DQ4027.The dynamic height is computed by dividing the NAVD 88
 DQ4027.geopotential number by the normal gravity value computed on the
 DQ4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4027.degrees latitude (g = 980.6199 gals.).
 DQ4027
 DQ4027.The modeled gravity was interpolated from observed gravity values.
 DQ4027
 DQ4027;                    North         East    Units  Estimated Accuracy
 DQ4027;SPC NJ       -   122,786.8     185,780.3     MT  (+/- 3 meters HH1 GPS) 
 DQ4027
 DQ4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7848821351(NAD 83)
 DQ4027
 DQ4027                          SUPERSEDED SURVEY CONTROL
 DQ4027
 DQ4027.No superseded survey control is available for this station.
 DQ4027
 DQ4027_MARKER: DD = SURVEY DISK
 DQ4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4027_STAMPING: 15 C 9 2016
 DQ4027_MARK LOGO: NJDT
 DQ4027_PROJECTION: FLUSH
 DQ4027_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4027+STABILITY: SURFACE MOTION
 DQ4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4027+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2016
 DQ4027
 DQ4027  HISTORY     - Date     Condition        Report By
 DQ4027  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4027  HISTORY     - 20160805 GOOD             NJGS
 DQ4027
 DQ4027                          STATION DESCRIPTION
 DQ4027
 DQ4027'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4027'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF
 DQ4027'MANTOLOKING, 6.3 MI (10.1 KM) EAST OF TOMS RIVER AND 0.9 MI (1.4 KM)
 DQ4027'NORTH-NORTHWEST OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4027'
 DQ4027'THE STATION IS SET IN A GRASS TRAFFIC ISLAND BETWEEN NEW JERSEY STATE
 DQ4027'ROUTE 35 NORTHBOUND AND SOUTHBOUND LANES, NORTH OF THE PEDESTRIAN
 DQ4027'SIDEWALK BETWEEN THE NEW JERSEY STATE HIGHWAY 35 LANES LEADING TO THE
 DQ4027'DOCK OUTFITTERS BAIT AND TACKLE SHOP ON THE WATER EDGE.
 DQ4027'
 DQ4027'THE STATION IS 24.5 FT (7.5 M) NORTHWEST OF STATION 01408200 A
 DQ4027'(AI7811), 8.1 FT (2.5 M) EAST OF THE EAST CURB OF SOUTHBOUND LANES OF
 DQ4027'NEW JERSEY STATE HIGHWAY 35, 29.6 FT (9.0 M) WEST OF THE WEST CURB
 DQ4027'LINE OF NEW JERSEY STATE HIGHWAY 35 NORTHBOUND LANES, 11 FT (3.4 M)
 DQ4027'NORTH-NORTHEAST OF A PEDESTRIAN CROSSING SIGN, 18 FT (5.5 M) NORTH OF
 DQ4027'THE CENTERLINE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6772 ***********************************************************************
 KV6772  DESIGNATION -  15 D 1
 KV6772  PID         -  KV6772
 KV6772  STATE/COUNTY-  NJ/OCEAN
 KV6772  COUNTRY     -  US
 KV6772  USGS QUAD   -  LAKEWOOD (2016)
 KV6772
 KV6772                         *CURRENT SURVEY CONTROL
 KV6772  ______________________________________________________________________
 KV6772* NAD 83(2011) POSITION- 40 00 40.91239(N) 074 12 07.43807(W)   ADJUSTED
 KV6772* NAD 83(2011) ELLIP HT-   -10.278 (meters)        (06/27/12)   ADJUSTED
 KV6772* NAD 83(2011) EPOCH   -  2010.00
 KV6772* NAVD 88 ORTHO HEIGHT -    22.7   (meters)       74.    (feet) GPS OBS
 KV6772  ______________________________________________________________________
 KV6772  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6772  GEOID HEIGHT    -        -33.200 (meters)                     GEOID93
 KV6772  GEOID HEIGHT    -        -32.953 (meters)                     GEOID18
 KV6772  NAD 83(2011) X  -  1,331,794.875 (meters)                     COMP
 KV6772  NAD 83(2011) Y  - -4,707,111.189 (meters)                     COMP
 KV6772  NAD 83(2011) Z  -  4,078,945.524 (meters)                     COMP
 KV6772  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 KV6772
 KV6772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6772  Standards:
 KV6772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6772  -------------------------------------------------------------------
 KV6772  NETWORK    0.52   0.78           0.23   0.19   0.40      0.02842138
 KV6772  -------------------------------------------------------------------
 KV6772  Click here for local accuracies and other accuracy information.
 KV6772
 KV6772.The horizontal coordinates were established by GPS observations
 KV6772.and adjusted by the National Geodetic Survey in June 2012.
 KV6772
 KV6772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6772.been affixed to the stable North American tectonic plate. See 
 KV6772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6772
 KV6772.The horizontal coordinates are valid at the epoch date displayed above
 KV6772.which is a decimal equivalence of Year/Month/Day.
 KV6772
 KV6772.The orthometric height was determined by GPS observations and a
 KV6772.high-resolution geoid model.
 KV6772
 KV6772.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6772.GEOID18 height accuracy estimate available here.
 KV6772
 KV6772.Click photographs - Photos may exist for this station.
 KV6772
 KV6772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6772
 KV6772.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6772
 KV6772.The ellipsoidal height was determined by GPS observations
 KV6772.and is referenced to NAD 83.
 KV6772
 KV6772. The following values were computed from the NAD 83(2011) position.
 KV6772
 KV6772;                    North         East     Units Scale Factor Converg.
 KV6772;SPC NJ       -   130,818.660   175,434.980   MT  0.99990796   +0 11 29.6
 KV6772;SPC NJ       -   429,194.22    575,572.93   sFT  0.99990796   +0 11 29.6
 KV6772;UTM  18      - 4,429,323.469   568,100.489   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6810029323(NAD 83)
 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  NAD 83(2007)-  40 00 40.91281(N)    074 12 07.43856(W) AD(2002.00) 0
 KV6772  ELLIP H (02/10/07)  -10.270  (m)                       GP(2002.00)    
 KV6772  ELLIP H (10/23/02)  -10.257  (m)                       GP(       ) 4 1
 KV6772  NAD 83(1996)-  40 00 40.91252(N)    074 12 07.43827(W) AD(       ) 1
 KV6772  ELLIP H (05/14/99)  -10.276  (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)  -10.184  (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
 KV6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6772.See file dsdata.pdf to determine how the superseded data were derived.
 KV6772
 KV6772_MARKER: DD = SURVEY DISK
 KV6772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6772_STAMPING: 15 D 1 1989
 KV6772_MARK LOGO: NJGS
 KV6772_PROJECTION: RECESSED 5 CENTIMETERS
 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 NOT SUITABLE FOR
 KV6772+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2019
 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  HISTORY     - 20190805 GOOD             NJGS
 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
 KV6772
 KV6772                          STATION RECOVERY (2019)
 KV6772
 KV6772'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6482 ***********************************************************************
 DR6482  DESIGNATION -  15 D 10
 DR6482  PID         -  DR6482
 DR6482  STATE/COUNTY-  NJ/OCEAN
 DR6482  COUNTRY     -  US
 DR6482  USGS QUAD   -  BEACH HAVEN (2019)
 DR6482
 DR6482                         *CURRENT SURVEY CONTROL
 DR6482  ______________________________________________________________________
 DR6482* NAD 83(1986) POSITION- 39 34 49.98   (N) 074 13 40.71   (W)   HD_HELD1
 DR6482* NAVD 88 ORTHO HEIGHT -     0.780 (meters)        2.56  (feet) ADJUSTED
 DR6482  ______________________________________________________________________
 DR6482  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 DR6482  DYNAMIC HEIGHT  -          0.780 (meters)        2.56  (feet) COMP
 DR6482  MODELED GRAVITY -    980,139.4   (mgal)                       NAVD 88
 DR6482
 DR6482  VERT ORDER      -  FIRST     CLASS II
 DR6482
 DR6482.The horizontal coordinates were determined by differentially corrected
 DR6482.hand held GPS observations or other comparable positioning techniques
 DR6482.and have an estimated accuracy of +/- 3 meters.
 DR6482
 DR6482.The orthometric height was determined by differential leveling and
 DR6482.adjusted by the NATIONAL GEODETIC SURVEY
 DR6482.in February 2021.
 DR6482
 DR6482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6482.GEOID18 height accuracy estimate available here.
 DR6482
 DR6482.Click photographs - Photos may exist for this station.
 DR6482
 DR6482.The dynamic height is computed by dividing the NAVD 88
 DR6482.geopotential number by the normal gravity value computed on the
 DR6482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6482.degrees latitude (g = 980.6199 gals.).
 DR6482
 DR6482.The modeled gravity was interpolated from observed gravity values.
 DR6482
 DR6482;                    North         East    Units  Estimated Accuracy
 DR6482;SPC NJ       -    82,982.6     173,368.4     MT  (+/- 3 meters HH1 GPS) 
 DR6482
 DR6482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6630181488(NAD 83)
 DR6482
 DR6482                          SUPERSEDED SURVEY CONTROL
 DR6482
 DR6482.No superseded survey control is available for this station.
 DR6482
 DR6482_MARKER: DD = SURVEY DISK
 DR6482_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6482_SP_SET: SIDEWALK
 DR6482_STAMPING: 15 D 10 2019
 DR6482_MARK LOGO: NJGS
 DR6482_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6482+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2025
 DR6482
 DR6482  HISTORY     - Date     Condition        Report By
 DR6482  HISTORY     - 20190319 MONUMENTED       NJGS
 DR6482  HISTORY     - 20250129 SEE DESCRIPTION  NJGS
 DR6482
 DR6482                          STATION DESCRIPTION
 DR6482
 DR6482'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6482'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP, SPRAY BEACH ABOUT 5.6 MI
 DR6482'(9.0 KM) SOUTHEAST OF WEST CREEK, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF
 DR6482'SHIP BOTTOM AND 1.7 MI (2.7 KM) NORTH-NORTHEAST OF BEACH HAVEN, IN
 DR6482'LONG BEACH TOWNSHIP.
 DR6482'
 DR6482'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6482'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 5.5 MI (8.8 KM) SOUTH
 DR6482'ON LONG BEACH BOULEVARD TO STATION IS ON THE LEFT, AT THE NORTHEAST
 DR6482'CORNER OF EAST 27TH STREET AND LONG BEACH BOULEVARD.
 DR6482'
 DR6482'THE STATION IS 72 FT (21.9 M) SOUTH-SOUTHWEST OF UTILITY POLE P7735,
 DR6482'50.7 FT (15.5 M) NORTH-NORTHEAST OF UTILITY POLE P7736, 26.7 FT (8.1
 DR6482'M) NORTH-NORTHEAST OF THE CENTERLINE OF 27TH STREET AND 19 FT (5.8 M)
 DR6482'EAST-SOUTHEAST OF THE CENTERLINE OF LONG BEACH BOULEVARD, NORTHBOUND
 DR6482'LANES.
 DR6482
 DR6482                          STATION RECOVERY (2025)
 DR6482
 DR6482'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DR6482'BENCH MARK RESET AND DISK REMOVED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3116 ***********************************************************************
 DS3116  DESIGNATION -  15 D 10 RESET
 DS3116  PID         -  DS3116
 DS3116  STATE/COUNTY-  NJ/OCEAN
 DS3116  COUNTRY     -  US
 DS3116  USGS QUAD   -  BEACH HAVEN (2019)
 DS3116
 DS3116                         *CURRENT SURVEY CONTROL
 DS3116  ______________________________________________________________________
 DS3116* NAD 83(1986) POSITION- 39 34 49.48   (N) 074 13 39.83   (W)   HD_HELD1
 DS3116* NAVD 88 ORTHO HEIGHT -     0.92  (meters)        3.0   (feet) RESET
 DS3116  ______________________________________________________________________
 DS3116  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 DS3116  VERT ORDER      -  THIRD
 DS3116
 DS3116.The horizontal coordinates were determined by differentially corrected
 DS3116.hand held GPS observations or other comparable positioning techniques
 DS3116.and have an estimated accuracy of +/- 3 meters.
 DS3116
 DS3116.The orthometric height was computed from unverified reset data.
 DS3116
 DS3116.No vertical observational check was made to the station.
 DS3116
 DS3116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3116.GEOID18 height accuracy estimate available here.
 DS3116
 DS3116.Click photographs - Photos may exist for this station.
 DS3116
 DS3116;                    North         East    Units  Estimated Accuracy
 DS3116;SPC NJ       -    82,967.3     173,389.5     MT  (+/- 3 meters HH1 GPS) 
 DS3116
 DS3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6632281473(NAD 83)
 DS3116
 DS3116                          SUPERSEDED SURVEY CONTROL
 DS3116
 DS3116.No superseded survey control is available for this station.
 DS3116
 DS3116_MARKER: DD = SURVEY DISK
 DS3116_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3116_SP_SET: CURB
 DS3116_STAMPING: 15 D 10 RESET 2025
 DS3116_MARK LOGO: NJGS
 DS3116_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3116+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2025
 DS3116
 DS3116  HISTORY     - Date     Condition        Report By
 DS3116  HISTORY     - 20250129 MONUMENTED       NJGS
 DS3116
 DS3116                          STATION DESCRIPTION
 DS3116
 DS3116'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3116'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP, SPRAY BEACH ABOUT 5.6 MI
 DS3116'(9.0 KM) SOUTHEAST OF WEST CREEK, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF
 DS3116'SHIP BOTTOM AND 1.7 MI (2.7 KM) NORTH-NORTHEAST OF BEACH HAVEN, IN
 DS3116'LONG BEACH TOWNSHIP, ON LONG BEACH ISLAND (LBI).
 DS3116'
 DS3116'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DS3116'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 5.5 MI (8.8 KM) SOUTH
 DS3116'ON LONG BEACH BOULEVARD TO THE T-JUNCTION WITH 27TH STREET ON THE
 DS3116'LEFT, TURN LEFT AND GO ABOUT 125 FT (38.1 M) EAST ON 27TH STREET TO
 DS3116'THE STATION ON THE LEFT.
 DS3116'
 DS3116'THE STATION IS IN FRONT OF HOUSE NUMBER 3, 27TH STREET, IN LINE WITH
 DS3116'THE WEST RANGE OF THE HOUSE, SET IN THE CURB ON THE NORTH SIDE OF 27TH
 DS3116'STREET, 40.6 FT (12.4 M) WEST-NORTHWEST OF POLE NUMBER 85794-37414, 85
 DS3116'FT (25.9 M) EAST-SOUTHEAST OF THE EAST CURB OF LBI BOULEVARD, 39.2 FT
 DS3116'(11.9 M) NORTHEAST AND ACROSS THE STREET FROM POLE NUMBER P7738, 56.3
 DS3116'FT (17.2 M) SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 3, 16.5
 DS3116'FT (5.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF 27TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6499 ***********************************************************************
 DR6499  DESIGNATION -  15 D 11
 DR6499  PID         -  DR6499
 DR6499  STATE/COUNTY-  NJ/OCEAN
 DR6499  COUNTRY     -  US
 DR6499  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6499
 DR6499                         *CURRENT SURVEY CONTROL
 DR6499  ______________________________________________________________________
 DR6499* NAD 83(1986) POSITION- 39 40 08.52   (N) 074 13 04.22   (W)   HD_HELD1
 DR6499* NAVD 88 ORTHO HEIGHT -     2.862 (meters)        9.39  (feet) ADJUSTED
 DR6499  ______________________________________________________________________
 DR6499  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 DR6499  DYNAMIC HEIGHT  -          2.861 (meters)        9.39  (feet) COMP
 DR6499  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 DR6499
 DR6499  VERT ORDER      -  FIRST     CLASS II
 DR6499
 DR6499.The horizontal coordinates were determined by differentially corrected
 DR6499.hand held GPS observations or other comparable positioning techniques
 DR6499.and have an estimated accuracy of +/- 3 meters.
 DR6499
 DR6499.The orthometric height was determined by differential leveling and
 DR6499.adjusted by the NATIONAL GEODETIC SURVEY
 DR6499.in February 2021.
 DR6499
 DR6499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6499.GEOID18 height accuracy estimate available here.
 DR6499
 DR6499.Click photographs - Photos may exist for this station.
 DR6499
 DR6499.The dynamic height is computed by dividing the NAVD 88
 DR6499.geopotential number by the normal gravity value computed on the
 DR6499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6499.degrees latitude (g = 980.6199 gals.).
 DR6499
 DR6499.The modeled gravity was interpolated from observed gravity values.
 DR6499
 DR6499;                    North         East    Units  Estimated Accuracy
 DR6499;SPC NJ       -    92,808.4     174,208.3     MT  (+/- 3 meters HH1 GPS) 
 DR6499
 DR6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6708691316(NAD 83)
 DR6499
 DR6499                          SUPERSEDED SURVEY CONTROL
 DR6499
 DR6499.No superseded survey control is available for this station.
 DR6499
 DR6499_MARKER: DD = SURVEY DISK
 DR6499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6499_STAMPING: 15 D 11 2019
 DR6499_MARK LOGO: NJDT
 DR6499_PROJECTION: FLUSH
 DR6499_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6499+STABILITY: SURFACE MOTION
 DR6499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6499+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6499
 DR6499  HISTORY     - Date     Condition        Report By
 DR6499  HISTORY     - 2019     MONUMENTED       NJDT
 DR6499  HISTORY     - 20200603 GOOD             NJGS
 DR6499
 DR6499                          STATION DESCRIPTION
 DR6499
 DR6499'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6499'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF BEACH HAVEN, 5.3
 DR6499'MI (8.5 KM) EAST-NORTHEAST OF WEST CREEK AND 2.7 MI (4.3 KM) NORTHWEST
 DR6499'OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6499'
 DR6499'TO REACH FROM THE NEW JERSEY STATE HIGHWAY 72 BRIDGE OVER U.S. HIGHWAY
 DR6499'9, GO 2.85 MI (4.59 KM) EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 72
 DR6499'TO THE STATION ON THE LEFT, SET IN THE MEDIAN BETWEEN THE EASTBOUND
 DR6499'AND WESTBOUND LANES OF NEW JERSEY STATE HIGHWAY 72.
 DR6499'
 DR6499'IT IS 51.1 FT (15.6 M) NORTHWEST OF THE CENTER OF AN INLET, 9.7 FT
 DR6499'(3.0 M) SOUTHWEST OF THE WESTBOUND GUIDERAIL OF THE WESTBOUND LANES
 DR6499'FOR NEW JERSEY STATE HIGHWAY 72, 23.5 FT (7.2 M) NORTHEAST OF THE
 DR6499'CENTERLINE OF THE EASTBOUND LANES OF NEW JERSEY STATE HIGHWAY 72, 56
 DR6499'FT (17.1 M) NORTHEAST OF STATION 15 E 11 AND 100 FT (30.5 M) NORTHWEST
 DR6499'OF STATION 15 F 11.
 DR6499'
 DR6499'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 EASTBOUND DOT BASELINE
 DR6499'MONUMENT (STA 555+36.139 OFFSET L22.018).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6520 ***********************************************************************
 DR6520  DESIGNATION -  15 D 12
 DR6520  PID         -  DR6520
 DR6520  STATE/COUNTY-  NJ/OCEAN
 DR6520  COUNTRY     -  US
 DR6520  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6520
 DR6520                         *CURRENT SURVEY CONTROL
 DR6520  ______________________________________________________________________
 DR6520* NAD 83(1986) POSITION- 39 38 37.12   (N) 074 10 49.66   (W)   HD_HELD1
 DR6520* NAVD 88 ORTHO HEIGHT -     1.592 (meters)        5.22  (feet) ADJUSTED
 DR6520  ______________________________________________________________________
 DR6520  GEOID HEIGHT    -        -33.590 (meters)                     GEOID18
 DR6520  DYNAMIC HEIGHT  -          1.591 (meters)        5.22  (feet) COMP
 DR6520  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 DR6520
 DR6520  VERT ORDER      -  FIRST     CLASS II
 DR6520
 DR6520.The horizontal coordinates were determined by differentially corrected
 DR6520.hand held GPS observations or other comparable positioning techniques
 DR6520.and have an estimated accuracy of +/- 3 meters.
 DR6520
 DR6520.The orthometric height was determined by differential leveling and
 DR6520.adjusted by the NATIONAL GEODETIC SURVEY
 DR6520.in February 2021.
 DR6520
 DR6520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6520.GEOID18 height accuracy estimate available here.
 DR6520
 DR6520.Click photographs - Photos may exist for this station.
 DR6520
 DR6520.The dynamic height is computed by dividing the NAVD 88
 DR6520.geopotential number by the normal gravity value computed on the
 DR6520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6520.degrees latitude (g = 980.6199 gals.).
 DR6520
 DR6520.The modeled gravity was interpolated from observed gravity values.
 DR6520
 DR6520;                    North         East    Units  Estimated Accuracy
 DR6520;SPC NJ       -    90,000.6     177,425.3     MT  (+/- 3 meters HH1 GPS) 
 DR6520
 DR6520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7031888527(NAD 83)
 DR6520
 DR6520                          SUPERSEDED SURVEY CONTROL
 DR6520
 DR6520.No superseded survey control is available for this station.
 DR6520
 DR6520_MARKER: DD = SURVEY DISK
 DR6520_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6520_SP_SET: CURB
 DR6520_STAMPING: 15 D 12 2020
 DR6520_MARK LOGO: USACE
 DR6520_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6520+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6520
 DR6520  HISTORY     - Date     Condition        Report By
 DR6520  HISTORY     - 20200422 MONUMENTED       USACE
 DR6520  HISTORY     - 20200825 GOOD             NJGS
 DR6520
 DR6520                          STATION DESCRIPTION
 DR6520
 DR6520'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6520'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF WEST CREEK, 6.7 MI
 DR6520'(10.8 KM) NORTH-NORTHEAST OF BEACH HAVEN AND IN THE TOWN OF SHIP
 DR6520'BOTTOM, NEW JERSEY.
 DR6520'
 DR6520'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6520'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6520'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 0.45 MI (0.72 KM) TO THE
 DR6520'INTERSECTION WITH EAST 18TH STREET AND THE STATION ON THE LEFT, SET IN
 DR6520'A DRILL HOLE IN THE CURB AT THE NORTHWEST CORNER OF PARKING SLOTS.
 DR6520'
 DR6520'IT IS 3.8 FT (1.2 M) SOUTH OF SIGN (18TH STREET), 4 FT (1.2 M)
 DR6520'EAST-SOUTHEAST OF THE EAST CURB OF LONG BEACH BOULEVARD, 26 FT (7.9 M)
 DR6520'NORTHEAST OF A LIGHT POLE AND 69 FT (21.0 M) NORTHWEST OF POLE NUMBER
 DR6520'P7090. .
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6761 ***********************************************************************
 KV6761  DESIGNATION -  15 D 2
 KV6761  PID         -  KV6761
 KV6761  STATE/COUNTY-  NJ/OCEAN
 KV6761  COUNTRY     -  US
 KV6761  USGS QUAD   -  LAKEWOOD (2016)
 KV6761
 KV6761                         *CURRENT SURVEY CONTROL
 KV6761  ______________________________________________________________________
 KV6761* NAD 83(2011) POSITION- 40 04 29.44820(N) 074 09 10.26750(W)   ADJUSTED
 KV6761* NAD 83(2011) ELLIP HT-   -26.236 (meters)        (06/27/12)   ADJUSTED
 KV6761* NAD 83(2011) EPOCH   -  2010.00
 KV6761* NAVD 88 ORTHO HEIGHT -     6.7   (meters)       22.    (feet) GPS OBS
 KV6761  ______________________________________________________________________
 KV6761  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6761  GEOID HEIGHT    -        -32.931 (meters)                     GEOID18
 KV6761  NAD 83(2011) X  -  1,334,595.849 (meters)                     COMP
 KV6761  NAD 83(2011) Y  - -4,701,591.203 (meters)                     COMP
 KV6761  NAD 83(2011) Z  -  4,084,331.504 (meters)                     COMP
 KV6761  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 KV6761
 KV6761  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6761  Standards:
 KV6761         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6761            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6761  -------------------------------------------------------------------
 KV6761  NETWORK    0.38   0.65           0.17   0.14   0.33      0.04603931
 KV6761  -------------------------------------------------------------------
 KV6761  Click here for local accuracies and other accuracy information.
 KV6761
 KV6761.The horizontal coordinates were established by GPS observations
 KV6761.and adjusted by the National Geodetic Survey in June 2012.
 KV6761
 KV6761.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6761.been affixed to the stable North American tectonic plate. See 
 KV6761.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6761
 KV6761.The horizontal coordinates are valid at the epoch date displayed above
 KV6761.which is a decimal equivalence of Year/Month/Day.
 KV6761
 KV6761.The orthometric height was determined by GPS observations and a
 KV6761.high-resolution geoid model.
 KV6761
 KV6761.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6761.GEOID18 height accuracy estimate available here.
 KV6761
 KV6761.Click photographs - Photos may exist for this station.
 KV6761
 KV6761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6761
 KV6761.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6761
 KV6761.The ellipsoidal height was determined by GPS observations
 KV6761.and is referenced to NAD 83.
 KV6761
 KV6761. The following values were computed from the NAD 83(2011) position.
 KV6761
 KV6761;                    North         East     Units Scale Factor Converg.
 KV6761;SPC NJ       -   137,881.956   179,608.978   MT  0.99991079   +0 13 24.6
 KV6761;SPC NJ       -   452,367.72    589,267.12   sFT  0.99991079   +0 13 24.6
 KV6761;UTM  18      - 4,436,408.327   572,233.734   MT  0.99966423   +0 32 43.5
 KV6761
 KV6761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6761!SPC NJ       -   1.00000412  x   0.99991079  =   0.99991491
 KV6761!UTM  18      -   1.00000412  x   0.99966423  =   0.99966834
 KV6761
 KV6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7223336408(NAD 83)
 KV6761
 KV6761                          SUPERSEDED SURVEY CONTROL
 KV6761
 KV6761  NAD 83(2007)-  40 04 29.44861(N)    074 09 10.26796(W) AD(2002.00) 0
 KV6761  ELLIP H (02/10/07)  -26.227  (m)                       GP(2002.00)    
 KV6761  ELLIP H (10/23/02)  -26.215  (m)                       GP(       ) 4 1
 KV6761  NAD 83(1996)-  40 04 29.44832(N)    074 09 10.26766(W) AD(       ) 1
 KV6761  ELLIP H (05/14/99)  -26.235  (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)  -26.134  (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)  -26.103  (m)                       GP(       ) 3 2
 KV6761  NAVD 88 (03/31/93)    6.7    (m)  GEOID90  model used  GPS OBS        
 KV6761
 KV6761.Superseded values are not recommended for survey control.
 KV6761
 KV6761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6761.See file dsdata.pdf to determine how the superseded data were derived.
 KV6761
 KV6761_MARKER: DD = SURVEY DISK
 KV6761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6761_STAMPING: 15 D 2 1991
 KV6761_MARK LOGO: NJGS
 KV6761_PROJECTION: RECESSED 15 CENTIMETERS
 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 - July 16, 2020
 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  HISTORY     - 20130315 GOOD             JMT
 KV6761  HISTORY     - 20190805 GOOD             NJGS
 KV6761  HISTORY     - 20200716 GOOD             NJGS
 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.
 KV6761
 KV6761                          STATION RECOVERY (2013)
 KV6761
 KV6761'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2013 (AEG)
 KV6761'RECOVERED IN GOOD CONDITION.
 KV6761
 KV6761                          STATION RECOVERY (2019)
 KV6761
 KV6761'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6761'THE STATION IS LOCATED IN BRICK TOWNSHIP, SET IN THE FRONT LAWN OF THE
 KV6761'GROUNDS OF THE BRICK TOWNSHIP MUNICIPAL COMPLEX.
 KV6761'
 KV6761'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND CHAMBERS
 KV6761'BRIDGE ROAD, COUNTY ROAD 549, GO 0.96 KM (0.60 MI) SOUTHEAST ON
 KV6761'CHAMBERS BRIDGE ROAD TO THE STATION ON THE LEFT.
 KV6761'
 KV6761'THE STATION IS 113.66 FT (34.6 M) SOUTHEAST OF US FLAG POLE, CENTERED
 KV6761'DIRECTLY BEHIND WAR MONUMENT AND WATER FOUNTAIN, 52.5 FT (16.0 M) WEST
 KV6761'OF WEST CURB OF THE PARKING LOT DRIVE THRU, 46.13 FT (14.1 M) SOUTH OF
 KV6761'THE WEST POST OF COMPLEX SIGN, 30.75 FT (9.4 M) SOUTHEAST OF POLE
 KV6761'BT2563 BK, 23.6 FT (7.2 M) SOUTH OF THE SOUTH RANGE OF THE MUNICIPAL
 KV6761'BUILDING, 8.66 FT (2.6 M) NORTHEAST OF NORTHEAST CURB OF CHAMBERS
 KV6761'BRIDGE ROAD, 5.2 FT (1.6 M) SOUTHWEST OF WATER VALVE IN SIDE WALK.
 KV6761
 KV6761                          STATION RECOVERY (2020)
 KV6761
 KV6761'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6761'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6689 ***********************************************************************
 AB6689  DESIGNATION -  15 D 3
 AB6689  PID         -  AB6689
 AB6689  STATE/COUNTY-  NJ/OCEAN
 AB6689  COUNTRY     -  US
 AB6689  USGS QUAD   -  KESWICK GROVE (2019)
 AB6689
 AB6689                         *CURRENT SURVEY CONTROL
 AB6689  ______________________________________________________________________
 AB6689* NAD 83(1986) POSITION- 39 56 29.68   (N) 074 17 48.49   (W)   HD_HELD1
 AB6689* NAVD 88 ORTHO HEIGHT -    17.123 (meters)       56.18  (feet) ADJUSTED
 AB6689  ______________________________________________________________________
 AB6689  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 AB6689  DYNAMIC HEIGHT  -         17.115 (meters)       56.15  (feet) COMP
 AB6689  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 AB6689
 AB6689  VERT ORDER      -  SECOND    CLASS I
 AB6689
 AB6689.The horizontal coordinates were determined by differentially corrected
 AB6689.hand held GPS observations or other comparable positioning techniques
 AB6689.and have an estimated accuracy of +/- 3 meters.
 AB6689
 AB6689.The orthometric height was determined by differential leveling and
 AB6689.adjusted by the NATIONAL GEODETIC SURVEY
 AB6689.in September 1996.
 AB6689
 AB6689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6689.GEOID18 height accuracy estimate available here.
 AB6689
 AB6689.Click photographs - Photos may exist for this station.
 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       -   123,048.0     167,364.8     MT  (+/- 3 meters HH1 GPS) 
 AB6689
 AB6689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6007621509(NAD 83)
 AB6689
 AB6689                          SUPERSEDED SURVEY CONTROL
 AB6689
 AB6689.No superseded survey control is available for this station.
 AB6689
 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 - January 14, 2015
 AB6689
 AB6689  HISTORY     - Date     Condition        Report By
 AB6689  HISTORY     - 1995     MONUMENTED       NJGS
 AB6689  HISTORY     - 20150114 GOOD             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.
 AB6689
 AB6689                          STATION RECOVERY (2015)
 AB6689
 AB6689'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 AB6689'RECOVERED WITH THE FOLLOWING CHANGES.
 AB6689'
 AB6689'THE WOODEN BOX FOR THE STREAM GAGING STATION MENTIONED IN THE LAST
 AB6689'RECOVERY IS MISSING.  A STEEL BEAM GUIDE RAIL HAS BEEN PLACED ALONG
 AB6689'THE SHOULDER AND OVER THE HEADWALL, HOWEVER, THE DISK IS STILL
 AB6689'ACCESSIBLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5982 ***********************************************************************
 DM5982  DESIGNATION -  15 D 4
 DM5982  PID         -  DM5982
 DM5982  STATE/COUNTY-  NJ/OCEAN
 DM5982  COUNTRY     -  US
 DM5982  USGS QUAD   -  TOMS RIVER (2019)
 DM5982
 DM5982                         *CURRENT SURVEY CONTROL
 DM5982  ______________________________________________________________________
 DM5982* NAD 83(1986) POSITION- 39 56 36.     (N) 074 11 39.     (W)   SCALED
 DM5982* NAVD 88 ORTHO HEIGHT -     3.620 (meters)       11.88  (feet) ADJUSTED
 DM5982  ______________________________________________________________________
 DM5982  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 DM5982  DYNAMIC HEIGHT  -          3.619 (meters)       11.87  (feet) COMP
 DM5982  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 DM5982
 DM5982  VERT ORDER      -  FIRST     CLASS II
 DM5982
 DM5982.The horizontal coordinates were scaled from a map and have
 DM5982.an estimated accuracy of +/- 6 seconds.
 DM5982
 DM5982.The orthometric height was determined by differential leveling and
 DM5982.adjusted by the NATIONAL GEODETIC SURVEY
 DM5982.in May 2011.
 DM5982
 DM5982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5982.GEOID18 height accuracy estimate available here.
 DM5982
 DM5982.Click photographs - Photos may exist for this station.
 DM5982
 DM5982.The dynamic height is computed by dividing the NAVD 88
 DM5982.geopotential number by the normal gravity value computed on the
 DM5982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5982.degrees latitude (g = 980.6199 gals.).
 DM5982
 DM5982.The modeled gravity was interpolated from observed gravity values.
 DM5982
 DM5982;                    North         East    Units  Estimated Accuracy
 DM5982;SPC NJ       -   123,270.      176,140.      MT  (+/- 180 meters Scaled)
 DM5982
 DM5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688217(NAD 83)
 DM5982
 DM5982                          SUPERSEDED SURVEY CONTROL
 DM5982
 DM5982.No superseded survey control is available for this station.
 DM5982
 DM5982_STAMPING: 15 D 4 2006
 DM5982_MARK LOGO: NJGS
 DM5982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5982+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DM5982
 DM5982  HISTORY     - Date     Condition        Report By
 DM5982  HISTORY     - 20060828 MONUMENTED       NJGS
 DM5982  HISTORY     - 20191213 MARK NOT FOUND   NJGS
 DM5982
 DM5982                          STATION DESCRIPTION
 DM5982
 DM5982'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5982'THE STATION IS LOCATED IN SOUTH TOMS RIVER BOROUGH, SET IN A DRILL
 DM5982'HOLE IN THE SOUTHEAST CORNER OF THE FOUNDATION RIM FOR THE NORTHERLY
 DM5982'OF THREE ACCESS CHAMBER STRUCTURES ON THE NORTH SIDE OF THE JUNCTION
 DM5982'OF ADMIRAL AVENUE TO THE SOUTH, FLINT ROAD TO THE WEST, AND NJ STATE
 DM5982'ROUTE 166 TO THE EAST.
 DM5982'
 DM5982'THE STATION IS 19.0 M (62.3 FT) EAST OF THE CENTERLINE OF FLINT ROAD,
 DM5982'55.4 M (181.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF ADMIRAL AVENUE,
 DM5982'5.5 M (18.0 FT) WEST OF THE WEST EDGE OF PAVING OF N.J.  ROUTE 166,
 DM5982'14.7 M (48.2 FT) SOUTHWEST OF POLE NUMBER JC57-1BE, 14.0 M (45.9 FT)
 DM5982'NORTHWEST OF POLE NUMBER JC58-1BE.
 DM5982'
 DM5982'THE STATION IS FLUSH WITH THE GROUND PROTECTED BY SEVERAL CONCRETE
 DM5982'PILLARS FOR THE ACCESS CHAMBERS.
 DM5982
 DM5982                          STATION RECOVERY (2019)
 DM5982
 DM5982'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DM5982'NOT RECOVERED, THE THREE ACCESS CHAMBERS WERE REPLACED WITH NEW ONES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7922 ***********************************************************************
 DP7922  DESIGNATION -  15 D 5
 DP7922  PID         -  DP7922
 DP7922  STATE/COUNTY-  NJ/OCEAN
 DP7922  COUNTRY     -  US
 DP7922  USGS QUAD   -  SEASIDE PARK (2019)
 DP7922
 DP7922                         *CURRENT SURVEY CONTROL
 DP7922  ______________________________________________________________________
 DP7922* NAD 83(1986) POSITION- 39 58 03.93   (N) 074 04 32.26   (W)   HD_HELD1
 DP7922* NAVD 88 ORTHO HEIGHT -     4.051 (meters)       13.29  (feet) ADJUSTED
 DP7922  ______________________________________________________________________
 DP7922  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 DP7922  DYNAMIC HEIGHT  -          4.049 (meters)       13.28  (feet) COMP
 DP7922  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 DP7922
 DP7922  VERT ORDER      -  FIRST     CLASS II
 DP7922
 DP7922.The horizontal coordinates were determined by differentially corrected
 DP7922.hand held GPS observations or other comparable positioning techniques
 DP7922.and have an estimated accuracy of +/- 3 meters.
 DP7922
 DP7922.The orthometric height was determined by differential leveling and
 DP7922.adjusted by the NATIONAL GEODETIC SURVEY
 DP7922.in March 2017.
 DP7922
 DP7922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7922.GEOID18 height accuracy estimate available here.
 DP7922
 DP7922.Click photographs - Photos may exist for this station.
 DP7922
 DP7922.The dynamic height is computed by dividing the NAVD 88
 DP7922.geopotential number by the normal gravity value computed on the
 DP7922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7922.degrees latitude (g = 980.6199 gals.).
 DP7922
 DP7922.The modeled gravity was interpolated from observed gravity values.
 DP7922
 DP7922;                    North         East    Units  Estimated Accuracy
 DP7922;SPC NJ       -   126,021.1     186,252.3     MT  (+/- 3 meters HH1 GPS) 
 DP7922
 DP7922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7894124587(NAD 83)
 DP7922
 DP7922                          SUPERSEDED SURVEY CONTROL
 DP7922
 DP7922  NAVD 88 (09/24/15)    4.049  (m)           13.28   (f) SUPERSEDED  1 2
 DP7922
 DP7922.Superseded values are not recommended for survey control.
 DP7922
 DP7922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7922.See file dsdata.pdf to determine how the superseded data were derived.
 DP7922
 DP7922_MARKER: DD = SURVEY DISK
 DP7922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7922_SP_SET: BRIDGE ABUTMENT
 DP7922_STAMPING: 15 D 5 2012
 DP7922_MARK LOGO: NJGS
 DP7922_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7922+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2016
 DP7922
 DP7922  HISTORY     - Date     Condition        Report By
 DP7922  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7922  HISTORY     - 20160616 GOOD             USFWS
 DP7922
 DP7922                          STATION DESCRIPTION
 DP7922
 DP7922'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7922'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF POINT PLEASANT,
 DP7922'6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 2.8 MI (4.5 KM) NORTH OF
 DP7922'SEASIDE PARK.
 DP7922'
 DP7922'THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE.  THE STATION IS
 DP7922'ON THE NORTH SIDE OF PERSHING BOULEVARD.
 DP7922'
 DP7922'TO REACH THE STATION FROM THE INTERSECTION OF BAY AVENUE AND PERSHING
 DP7922'BOULEVARD, GO SOUTHWEST ON PERSHING BOULEVARD FOR 90 M (27.4 FT) TO
 DP7922'THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE TOP THE
 DP7922'NORTHEAST ABUTMENT OF THE BRIDGE CARRYING PERSHING BOULEVARD OVER
 DP7922'BARNEGAT BAY, STRUCTURE NUMBER 15001, ALSO KNOWN AS THE THEODORE J.
 DP7922'GOLUBOWSKI, SR.  MEMORIAL BRIDGE 1996.  PERSHING BOULEVARD IS THE MAIN
 DP7922'ROAD LEADING TO THE LOCAL COMMUNITY OF WEST POINT ISLAND.
 DP7922'
 DP7922'THE STATION IS 19.5 FT (5.9 M) NORTH FROM THE CENTERLINE OF PERSHING
 DP7922'BOULEVARD, 27.0 FT (8.2 M) EAST FROM THE CENTER OF THE BRIDGE, 31.5 FT
 DP7922'(9.6 M) WEST FROM THE EAST END OF THE NORTH BALUSTRADE CONTAINING THE
 DP7922'NAME PLATE, 79.0 FT (24.1 M) WEST FROM WOOD UTILITY POLE NUMBER JC 16
 DP7922'LV AND 123.0 FT (37.5 M) EAST FROM WOOD UTILITY POLE NUMBER JC 61002
 DP7922'LV.
 DP7922
 DP7922                          STATION RECOVERY (2016)
 DP7922
 DP7922'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2016
 DP7922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP8001 ***********************************************************************
 DP8001  DESIGNATION -  15 D 6
 DP8001  PID         -  DP8001
 DP8001  STATE/COUNTY-  NJ/OCEAN
 DP8001  COUNTRY     -  US
 DP8001  USGS QUAD   -  POINT PLEASANT (2019)
 DP8001
 DP8001                         *CURRENT SURVEY CONTROL
 DP8001  ______________________________________________________________________
 DP8001* NAD 83(1986) POSITION- 40 06 02.04   (N) 074 03 03.38   (W)   HD_HELD1
 DP8001* NAVD 88 ORTHO HEIGHT -     4.598 (meters)       15.09  (feet) ADJUSTED
 DP8001  ______________________________________________________________________
 DP8001  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 DP8001  DYNAMIC HEIGHT  -          4.596 (meters)       15.08  (feet) COMP
 DP8001  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 DP8001
 DP8001  VERT ORDER      -  FIRST     CLASS II
 DP8001
 DP8001.The horizontal coordinates were determined by differentially corrected
 DP8001.hand held GPS observations or other comparable positioning techniques
 DP8001.and have an estimated accuracy of +/- 3 meters.
 DP8001
 DP8001.The orthometric height was determined by differential leveling and
 DP8001.adjusted by the NATIONAL GEODETIC SURVEY
 DP8001.in September 2015.
 DP8001
 DP8001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8001.GEOID18 height accuracy estimate available here.
 DP8001
 DP8001.Click photographs - Photos may exist for this station.
 DP8001
 DP8001.The dynamic height is computed by dividing the NAVD 88
 DP8001.geopotential number by the normal gravity value computed on the
 DP8001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8001.degrees latitude (g = 980.6199 gals.).
 DP8001
 DP8001.The modeled gravity was interpolated from observed gravity values.
 DP8001
 DP8001;                    North         East    Units  Estimated Accuracy
 DP8001;SPC NJ       -   140,776.4     188,287.0     MT  (+/- 3 meters HH1 GPS) 
 DP8001
 DP8001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8089339350(NAD 83)
 DP8001
 DP8001                          SUPERSEDED SURVEY CONTROL
 DP8001
 DP8001.No superseded survey control is available for this station.
 DP8001
 DP8001_MARKER: DD = SURVEY DISK
 DP8001_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8001_SP_SET: BRIDGE ABUTMENT
 DP8001_STAMPING: 15 D 6 2012
 DP8001_MARK LOGO: NJGS
 DP8001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8001+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2012
 DP8001
 DP8001  HISTORY     - Date     Condition        Report By
 DP8001  HISTORY     - 20120509 MONUMENTED       NJGS
 DP8001
 DP8001                          STATION DESCRIPTION
 DP8001
 DP8001'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP8001'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF
 DP8001'ASBURY PARK, 1.5 MI (2.4 KM) NORTHEAST OF POINT PLEASANT AND 0.7 MI
 DP8001'(1.1 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.  THE STATION IS
 DP8001'LOCATED IN THE BOROUGH OF POINT PLEASANT BEACH.
 DP8001'
 DP8001'THE STATION IS ON THE SOUTHWEST SIDE OF STATE HIGHWAY 35, SET FLUSH IN
 DP8001'A DRILL HOLE IN THE TOP OF THE SOUTHWEST CORNER ABUTMENT OF THE BRIDGE
 DP8001'CARRYING STATE HIGHWAY 35 OVER WILLS HOLE, A BRANCH OF THE MANASQUAN
 DP8001'RIVER, STRUCTURE NO. 1506 151, MILEPOST 14.35, ADJACENT TO THE FORMER
 DP8001'BRIDGE OVER THE MANASQUAN RIVER, NOW ABANDONED.
 DP8001'
 DP8001'THE STATION IS 2.2 FT (0.7 M) WEST FROM THE NORTHWEST CORNER OF THE
 DP8001'SOUTH CONCRETE BALUSTRADE ON THE SOUTHBOUND LANES OF STATE HIGHWAY 35,
 DP8001'30.0 FT (9.1 M) EAST FROM THE CENTERLINE OF THE FORMER STATE HIGHWAY
 DP8001'35 ROADWAY, NOW ABANDONED, 27.1 FT (8.3 M) NORTHEAST FROM WOOD UTILITY
 DP8001'POLE NUMBER JC 99 PPB, 27.5 FT (8.4 M) NORTH FROM WOOD UTILITY POLE
 DP8001'NUMBER JC947PP AND 9.0 FT (2.7 M) WEST FROM THE WEST CURB OF THE
 DP8001'SOUTHBOUND LANES OF THE PRESENT STATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7746 ***********************************************************************
 DQ7746  DESIGNATION -  15 D 7 RESET
 DQ7746  PID         -  DQ7746
 DQ7746  STATE/COUNTY-  NJ/MONMOUTH
 DQ7746  COUNTRY     -  US
 DQ7746  USGS QUAD   -  ASBURY PARK (2019)
 DQ7746
 DQ7746                         *CURRENT SURVEY CONTROL
 DQ7746  ______________________________________________________________________
 DQ7746* NAD 83(1986) POSITION- 40 10 15.94   (N) 074 04 29.90   (W)   HD_HELD1
 DQ7746* NAVD 88 ORTHO HEIGHT -    20.11  (meters)       66.0   (feet) RESET
 DQ7746  ______________________________________________________________________
 DQ7746  GEOID HEIGHT    -        -32.850 (meters)                     GEOID18
 DQ7746  VERT ORDER      -  THIRD
 DQ7746
 DQ7746.The horizontal coordinates were determined by differentially corrected
 DQ7746.hand held GPS observations or other comparable positioning techniques
 DQ7746.and have an estimated accuracy of +/- 3 meters.
 DQ7746
 DQ7746.The orthometric height was computed from unverified reset data.
 DQ7746
 DQ7746.No vertical observational check was made to the station.
 DQ7746
 DQ7746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7746.GEOID18 height accuracy estimate available here.
 DQ7746
 DQ7746.Click photographs - Photos may exist for this station.
 DQ7746
 DQ7746;                    North         East    Units  Estimated Accuracy
 DQ7746;SPC NJ       -   148,596.8     186,200.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7746
 DQ7746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7876347157(NAD 83)
 DQ7746
 DQ7746                          SUPERSEDED SURVEY CONTROL
 DQ7746
 DQ7746.No superseded survey control is available for this station.
 DQ7746
 DQ7746_MARKER: DD = SURVEY DISK
 DQ7746_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ7746+WITH SETTING: PAVEMENT
 DQ7746_SP_SET: TRAFFIC CAMERA BASE
 DQ7746_STAMPING: 15 D 7 RESET 2017
 DQ7746_MARK LOGO: NJGS
 DQ7746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7746+STABILITY: SURFACE MOTION
 DQ7746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7746+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2017
 DQ7746
 DQ7746  HISTORY     - Date     Condition        Report By
 DQ7746  HISTORY     - 20171017 MONUMENTED       NJGS
 DQ7746
 DQ7746                          STATION DESCRIPTION
 DQ7746
 DQ7746'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7746'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHWEST OF POINT
 DQ7746'PLEASANT BEACH, 5.3 MI (8.5 KM) EAST-SOUTHEAST OF FARMINGDALE AND 4.7
 DQ7746'MI (7.6 KM) SOUTHWEST OF ASBURY PARK, IN WALL TOWNSHIP.
 DQ7746'
 DQ7746'THE STATION IS SET IN A DRILL HOLE ON THE NORTH SIDE OF THE ROUND BASE
 DQ7746'FOR A HIGH MAST TRAFFIC CAMERA IN THE MEDIAN OF NJ STATE ROUTE 138,
 DQ7746'WEST OF THE ON RAMP FROM EAST BOUND NJ ROUTE 138 TO NORTH BOUND NJ
 DQ7746'ROUTE 18.
 DQ7746'
 DQ7746'THE STATION IS 57 FT (17.4 M) EAST OF A SIGN BRIDGE, 26 FT (7.9 M)
 DQ7746'SOUTH OF THE SOUTH EDGE OF THE WESTBOUND LANES, 9 FT (2.7 M) SOUTHWEST
 DQ7746'OF THE CENTER OF AN INLET, 53 FT (16.2 M) SOUTHEAST OF THE CENTER OF A
 DQ7746'NJ DOT FIBER OPTIC MANHOLE, 22.4 FT (6.8 M) EAST OF THE EAST FACE OF
 DQ7746'AN ELECTRICAL CABINET.
 DQ7746'
 DQ7746'THE STATION REPLACES 15 D 7 (DP7914).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4014 ***********************************************************************
 DQ4014  DESIGNATION -  15 D 8
 DQ4014  PID         -  DQ4014
 DQ4014  STATE/COUNTY-  NJ/OCEAN
 DQ4014  COUNTRY     -  US
 DQ4014  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4014
 DQ4014                         *CURRENT SURVEY CONTROL
 DQ4014  ______________________________________________________________________
 DQ4014* NAD 83(1986) POSITION- 39 54 49.91   (N) 074 04 47.80   (W)   HD_HELD1
 DQ4014* NAVD 88 ORTHO HEIGHT -     1.275 (meters)        4.18  (feet) ADJUSTED
 DQ4014  ______________________________________________________________________
 DQ4014  GEOID HEIGHT    -        -33.115 (meters)                     GEOID18
 DQ4014  DYNAMIC HEIGHT  -          1.275 (meters)        4.18  (feet) COMP
 DQ4014  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DQ4014
 DQ4014  VERT ORDER      -  FIRST     CLASS II
 DQ4014
 DQ4014.The horizontal coordinates were determined by differentially corrected
 DQ4014.hand held GPS observations or other comparable positioning techniques
 DQ4014.and have an estimated accuracy of +/- 3 meters.
 DQ4014
 DQ4014.The orthometric height was determined by differential leveling and
 DQ4014.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4014.in March 2017.
 DQ4014
 DQ4014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4014.GEOID18 height accuracy estimate available here.
 DQ4014
 DQ4014.Click photographs - Photos may exist for this station.
 DQ4014
 DQ4014.The dynamic height is computed by dividing the NAVD 88
 DQ4014.geopotential number by the normal gravity value computed on the
 DQ4014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4014.degrees latitude (g = 980.6199 gals.).
 DQ4014
 DQ4014.The modeled gravity was interpolated from observed gravity values.
 DQ4014
 DQ4014;                    North         East    Units  Estimated Accuracy
 DQ4014;SPC NJ       -   120,035.8     185,911.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4014
 DQ4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7863418602(NAD 83)
 DQ4014
 DQ4014                          SUPERSEDED SURVEY CONTROL
 DQ4014
 DQ4014.No superseded survey control is available for this station.
 DQ4014
 DQ4014_MARKER: DD = SURVEY DISK
 DQ4014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4014_STAMPING: 15 D 8 2015
 DQ4014_MARK LOGO: NJDT
 DQ4014_PROJECTION: FLUSH
 DQ4014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4014+STABILITY: SURFACE MOTION
 DQ4014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4014+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2022
 DQ4014
 DQ4014  HISTORY     - Date     Condition        Report By
 DQ4014  HISTORY     - UNK      MONUMENTED       NJDT
 DQ4014  HISTORY     - 20151112 GOOD             NJGS
 DQ4014  HISTORY     - 20220214 GOOD             NJGS
 DQ4014
 DQ4014                          STATION DESCRIPTION
 DQ4014
 DQ4014'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4014'THE STATION IS LOCATED ABOUT 7.8 MI (12.5 KM) NORTHEAST OF FORKED
 DQ4014'RIVER, 6.9 MI (11.0 KM) EAST-SOUTHEAST OF TOMS RIVER AND 0.9 MI (1.4
 DQ4014'KM) SOUTH OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4014'
 DQ4014'THE STATION IS LOCATED IN THE SOUTH END OF A GRASS TRAFFIC ISLAND FOR
 DQ4014'PARKING SLOTS BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF NEW
 DQ4014'JERSEY STATE ROUTE 35, AT THE JUNCTION WITH 13TH AVENUE.
 DQ4014'
 DQ4014'THE STATION IS 12.5 FT (3.8 M) NORTH OF THE NORTH CURB OF 13TH AVENUE,
 DQ4014'33 FT (10.1 M) NORTH OF THE CENTERLINE OF 13TH AVENUE, 18.7 FT (5.7 M)
 DQ4014'WEST OF THE WEST CURB OF THE NORTHBOUND LANES OF NEW JERSEY STATE
 DQ4014'ROUTE 35, 15.2 FT (4.6 M) EAST OF THE EAST CURB OF THE SOUTHBOUND
 DQ4014'LANES OF NEW JERSEY STATE ROUTE 35, 9.6 FT (2.9 M) NORTH OF THE WEST
 DQ4014'LEG OF A SIGN (ENTERING THE BORO OF SEASIDE PK).
 DQ4014
 DQ4014                          STATION RECOVERY (2022)
 DQ4014
 DQ4014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DQ4014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4028 ***********************************************************************
 DQ4028  DESIGNATION -  15 D 9
 DQ4028  PID         -  DQ4028
 DQ4028  STATE/COUNTY-  NJ/OCEAN
 DQ4028  COUNTRY     -  US
 DQ4028  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4028
 DQ4028                         *CURRENT SURVEY CONTROL
 DQ4028  ______________________________________________________________________
 DQ4028* NAD 83(1986) POSITION- 39 56 17.03   (N) 074 04 50.41   (W)   HD_HELD1
 DQ4028* NAVD 88 ORTHO HEIGHT -     2.043 (meters)        6.70  (feet) ADJUSTED
 DQ4028  ______________________________________________________________________
 DQ4028  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 DQ4028  DYNAMIC HEIGHT  -          2.042 (meters)        6.70  (feet) COMP
 DQ4028  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DQ4028
 DQ4028  VERT ORDER      -  FIRST     CLASS II
 DQ4028
 DQ4028.The horizontal coordinates were determined by differentially corrected
 DQ4028.hand held GPS observations or other comparable positioning techniques
 DQ4028.and have an estimated accuracy of +/- 3 meters.
 DQ4028
 DQ4028.The orthometric height was determined by differential leveling and
 DQ4028.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4028.in March 2017.
 DQ4028
 DQ4028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4028.GEOID18 height accuracy estimate available here.
 DQ4028
 DQ4028.Click photographs - Photos may exist for this station.
 DQ4028
 DQ4028.The dynamic height is computed by dividing the NAVD 88
 DQ4028.geopotential number by the normal gravity value computed on the
 DQ4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4028.degrees latitude (g = 980.6199 gals.).
 DQ4028
 DQ4028.The modeled gravity was interpolated from observed gravity values.
 DQ4028
 DQ4028;                    North         East    Units  Estimated Accuracy
 DQ4028;SPC NJ       -   122,722.3     185,837.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4028
 DQ4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7854521287(NAD 83)
 DQ4028
 DQ4028                          SUPERSEDED SURVEY CONTROL
 DQ4028
 DQ4028.No superseded survey control is available for this station.
 DQ4028
 DQ4028_MARKER: DD = SURVEY DISK
 DQ4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4028_STAMPING: 15 D 9 2016
 DQ4028_MARK LOGO: NJDT
 DQ4028_PROJECTION: FLUSH
 DQ4028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4028+STABILITY: SURFACE MOTION
 DQ4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4028+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2016
 DQ4028
 DQ4028  HISTORY     - Date     Condition        Report By
 DQ4028  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4028  HISTORY     - 20160805 GOOD             NJGS
 DQ4028
 DQ4028                          STATION DESCRIPTION
 DQ4028
 DQ4028'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4028'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF
 DQ4028'MANTOLOKING, 6.3 MI (10.1 KM) EAST OF TOMS RIVER AND 0.8 MI (1.3 KM)
 DQ4028'NORTH-NORTHWEST OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4028'
 DQ4028'THE STATION IS SET IN GRASS AREA ON THE NORTHEAST SIDE OF THE
 DQ4028'NORTHBOUND LANES OF NEW JERSEY STATE HIGHWAY 35 LEADING TOWARD
 DQ4028'LAVALLETTE AND ORTLEY BEACH, NEAR AN ANGLE POINT IN THE CURB LINE ON
 DQ4028'THE NORTHEAST SIDE OF THE NORTHBOUND LANES.
 DQ4028'
 DQ4028'THE STATION IS 11.75 FT (3.6 M) NORTHWEST OF POLE NUMBER JC9SEA, 6 FT
 DQ4028'(1.8 M) EAST OF THE EAST CURB LINE OF NORTHBOUND NEW JERSEY STATE
 DQ4028'HIGHWAY 35, 39 FT (11.9 M) SOUTH OF THE CENTER OF THE CURB PIECE OF AN
 DQ4028'INLET, 20 FT (6.1 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 DQ4028'NEW JERSEY STATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6773 ***********************************************************************
 KV6773  DESIGNATION -  15 E 1
 KV6773  PID         -  KV6773
 KV6773  STATE/COUNTY-  NJ/OCEAN
 KV6773  COUNTRY     -  US
 KV6773  USGS QUAD   -  LAKEWOOD (2016)
 KV6773
 KV6773                         *CURRENT SURVEY CONTROL
 KV6773  ______________________________________________________________________
 KV6773* NAD 83(2011) POSITION- 40 01 37.04586(N) 074 12 03.67623(W)   ADJUSTED
 KV6773* NAD 83(2011) ELLIP HT-    -0.460 (meters)        (06/27/12)   ADJUSTED
 KV6773* NAD 83(2011) EPOCH   -  2010.00
 KV6773* NAVD 88 ORTHO HEIGHT -    32.5   (meters)      107.    (feet) GPS OBS
 KV6773  ______________________________________________________________________
 KV6773  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6773  GEOID HEIGHT    -        -33.180 (meters)                     GEOID93
 KV6773  GEOID HEIGHT    -        -32.932 (meters)                     GEOID18
 KV6773  NAD 83(2011) X  -  1,331,579.654 (meters)                     COMP
 KV6773  NAD 83(2011) Y  - -4,706,022.873 (meters)                     COMP
 KV6773  NAD 83(2011) Z  -  4,080,277.739 (meters)                     COMP
 KV6773  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 KV6773
 KV6773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6773  Standards:
 KV6773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6773  -------------------------------------------------------------------
 KV6773  NETWORK    1.09   1.45           0.42   0.46   0.74      0.24024696
 KV6773  -------------------------------------------------------------------
 KV6773  Click here for local accuracies and other accuracy information.
 KV6773
 KV6773.The horizontal coordinates were established by GPS observations
 KV6773.and adjusted by the National Geodetic Survey in June 2012.
 KV6773
 KV6773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6773.been affixed to the stable North American tectonic plate. See 
 KV6773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6773
 KV6773.The horizontal coordinates are valid at the epoch date displayed above
 KV6773.which is a decimal equivalence of Year/Month/Day.
 KV6773
 KV6773.The orthometric height was determined by GPS observations and a
 KV6773.high-resolution geoid model.
 KV6773
 KV6773.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6773.GEOID18 height accuracy estimate available here.
 KV6773
 KV6773.Click photographs - Photos may exist for this station.
 KV6773
 KV6773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6773
 KV6773.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6773
 KV6773.The ellipsoidal height was determined by GPS observations
 KV6773.and is referenced to NAD 83.
 KV6773
 KV6773. The following values were computed from the NAD 83(2011) position.
 KV6773
 KV6773;                    North         East     Units Scale Factor Converg.
 KV6773;SPC NJ       -   132,550.117   175,518.381   MT  0.99990801   +0 11 32.2
 KV6773;SPC NJ       -   434,874.84    575,846.55   sFT  0.99990801   +0 11 32.2
 KV6773;UTM  18      - 4,431,054.933   568,174.153   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 21.1
 KV6773:UTM  18      -  15 F 1                                   347 27 03.3
 KV6773
 KV6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6817431054(NAD 83)
 KV6773
 KV6773|---------------------------------------------------------------------|
 KV6773| PID    Reference Object                     Distance      Geod. Az  |
 KV6773|                                                           dddmmss.s |
 KV6773| KV6774 15 F 1                              415.745 METERS 3475753.3 |
 KV6773|---------------------------------------------------------------------|
 KV6773
 KV6773                          SUPERSEDED SURVEY CONTROL
 KV6773
 KV6773  NAD 83(2007)-  40 01 37.04627(N)    074 12 03.67672(W) AD(2002.00) 0
 KV6773  ELLIP H (02/10/07)   -0.452  (m)                       GP(2002.00)    
 KV6773  ELLIP H (10/23/02)   -0.440  (m)                       GP(       ) 4 1
 KV6773  NAD 83(1996)-  40 01 37.04597(N)    074 12 03.67641(W) AD(       ) 1
 KV6773  ELLIP H (05/14/99)   -0.459  (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
 KV6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6773.See file dsdata.pdf to determine how the superseded data were derived.
 KV6773
 KV6773_MARKER: DD = SURVEY DISK
 KV6773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6773_STAMPING: 15 E 1 1989
 KV6773_MARK LOGO: NJGS
 KV6773_PROJECTION: FLUSH
 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 - July 13, 2020
 KV6773
 KV6773  HISTORY     - Date     Condition        Report By
 KV6773  HISTORY     - 1989     MONUMENTED       NJGS
 KV6773  HISTORY     - 19910604 GOOD             NJGS
 KV6773  HISTORY     - 20021104 GOOD             AASCO
 KV6773  HISTORY     - 20070309 GOOD             INDIV
 KV6773  HISTORY     - 20200713 GOOD             NJGS
 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.
 KV6773
 KV6773                          STATION RECOVERY (2007)
 KV6773
 KV6773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RAL)
 KV6773'RECOVERED IN GOOD CONDITION.
 KV6773
 KV6773                          STATION RECOVERY (2020)
 KV6773
 KV6773'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6474 ***********************************************************************
 DR6474  DESIGNATION -  15 E 10
 DR6474  PID         -  DR6474
 DR6474  STATE/COUNTY-  NJ/OCEAN
 DR6474  COUNTRY     -  US
 DR6474  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6474
 DR6474                         *CURRENT SURVEY CONTROL
 DR6474  ______________________________________________________________________
 DR6474* NAD 83(1986) POSITION- 39 39 16.09   (N) 074 11 09.94   (W)   HD_HELD1
 DR6474* NAVD 88 ORTHO HEIGHT -     5.689 (meters)       18.66  (feet) ADJUSTED
 DR6474  ______________________________________________________________________
 DR6474  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 DR6474  DYNAMIC HEIGHT  -          5.686 (meters)       18.65  (feet) COMP
 DR6474  MODELED GRAVITY -    980,152.3   (mgal)                       NAVD 88
 DR6474
 DR6474  VERT ORDER      -  FIRST     CLASS II
 DR6474
 DR6474.The horizontal coordinates were determined by differentially corrected
 DR6474.hand held GPS observations or other comparable positioning techniques
 DR6474.and have an estimated accuracy of +/- 3 meters.
 DR6474
 DR6474.The orthometric height was determined by differential leveling and
 DR6474.adjusted by the NATIONAL GEODETIC SURVEY
 DR6474.in February 2021.
 DR6474
 DR6474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6474.GEOID18 height accuracy estimate available here.
 DR6474
 DR6474.Click photographs - Photos may exist for this station.
 DR6474
 DR6474.The dynamic height is computed by dividing the NAVD 88
 DR6474.geopotential number by the normal gravity value computed on the
 DR6474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6474.degrees latitude (g = 980.6199 gals.).
 DR6474
 DR6474.The modeled gravity was interpolated from observed gravity values.
 DR6474
 DR6474;                    North         East    Units  Estimated Accuracy
 DR6474;SPC NJ       -    91,200.6     176,937.6     MT  (+/- 3 meters HH1 GPS) 
 DR6474
 DR6474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6982489724(NAD 83)
 DR6474
 DR6474                          SUPERSEDED SURVEY CONTROL
 DR6474
 DR6474.No superseded survey control is available for this station.
 DR6474
 DR6474_MARKER: DD = SURVEY DISK
 DR6474_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR6474_SP_SET: BRIDGE ABUTMENT
 DR6474_STAMPING: 15 E 10 2019
 DR6474_MARK LOGO: NJGS
 DR6474_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6474+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DR6474
 DR6474  HISTORY     - Date     Condition        Report By
 DR6474  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6474
 DR6474                          STATION DESCRIPTION
 DR6474
 DR6474'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6474'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF BEACH
 DR6474'HAVEN, 6.6 MI (10.6 KM) EAST-NORTHEAST OF WEST CREEK AND 0.9 MI (1.4
 DR6474'KM) NORTH-NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6474'
 DR6474'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6474'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6474'SHIP BOTTOM, GO 0.65 MI (1.05 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6474'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE
 DR6474'IN THE SIDEWALK AREA BETWEEN THE TRAFFIC GUARD RAIL AND BRIDGE
 DR6474'BALUSTRADE WALL IN THE NORTH CORNER OF THE EXPOSED WESTERLY ABUTMENT
 DR6474'OF THE NEW JERSEY STATE ROUTE 72 BRIDGE SPANNING THE INTERCOASTAL
 DR6474'WATERWAY BETWEEN BONNET ISLAND AND LONG BEACH ISLAND.
 DR6474'
 DR6474'THE STATION IS 14.2 FT (4.3 M) SOUTHEAST OF THE NORTHWEST END OF THE
 DR6474'BRIDGE, 121 FT (36.9 M) SOUTHEAST OF A LIGHT POLE NUMBER WB04130(L15),
 DR6474'19 FT (5.8 M) SOUTHEAST OF THE SOUTHEAST END OF A DOT MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6500 ***********************************************************************
 DR6500  DESIGNATION -  15 E 11
 DR6500  PID         -  DR6500
 DR6500  STATE/COUNTY-  NJ/OCEAN
 DR6500  COUNTRY     -  US
 DR6500  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6500
 DR6500                         *CURRENT SURVEY CONTROL
 DR6500  ______________________________________________________________________
 DR6500* NAD 83(1986) POSITION- 39 40 08.14   (N) 074 13 04.72   (W)   HD_HELD1
 DR6500* NAVD 88 ORTHO HEIGHT -     3.009 (meters)        9.87  (feet) ADJUSTED
 DR6500  ______________________________________________________________________
 DR6500  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 DR6500  DYNAMIC HEIGHT  -          3.007 (meters)        9.87  (feet) COMP
 DR6500  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 DR6500
 DR6500  VERT ORDER      -  FIRST     CLASS II
 DR6500
 DR6500.The horizontal coordinates were determined by differentially corrected
 DR6500.hand held GPS observations or other comparable positioning techniques
 DR6500.and have an estimated accuracy of +/- 3 meters.
 DR6500
 DR6500.The orthometric height was determined by differential leveling and
 DR6500.adjusted by the NATIONAL GEODETIC SURVEY
 DR6500.in February 2021.
 DR6500
 DR6500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6500.GEOID18 height accuracy estimate available here.
 DR6500
 DR6500.Click photographs - Photos may exist for this station.
 DR6500
 DR6500.The dynamic height is computed by dividing the NAVD 88
 DR6500.geopotential number by the normal gravity value computed on the
 DR6500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6500.degrees latitude (g = 980.6199 gals.).
 DR6500
 DR6500.The modeled gravity was interpolated from observed gravity values.
 DR6500
 DR6500;                    North         East    Units  Estimated Accuracy
 DR6500;SPC NJ       -    92,796.7     174,196.5     MT  (+/- 3 meters HH1 GPS) 
 DR6500
 DR6500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6707491304(NAD 83)
 DR6500
 DR6500                          SUPERSEDED SURVEY CONTROL
 DR6500
 DR6500.No superseded survey control is available for this station.
 DR6500
 DR6500_MARKER: DD = SURVEY DISK
 DR6500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6500_STAMPING: 15 E 11 2019
 DR6500_MARK LOGO: NJDT
 DR6500_PROJECTION: FLUSH
 DR6500_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6500+STABILITY: SURFACE MOTION
 DR6500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6500+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6500
 DR6500  HISTORY     - Date     Condition        Report By
 DR6500  HISTORY     - 2019     MONUMENTED       NJDT
 DR6500  HISTORY     - 20200603 GOOD             NJGS
 DR6500
 DR6500                          STATION DESCRIPTION
 DR6500
 DR6500'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6500'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF BEACH HAVEN, 5.3
 DR6500'MI (8.5 KM) EAST-NORTHEAST OF WEST CREEK AND 2.7 MI (4.3 KM) NORTHWEST
 DR6500'OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6500'
 DR6500'TO REACH FROM THE NEW JERSEY STATE HIGHWAY 72 BRIDGE OVER U.S. HIGHWAY
 DR6500'9, GO 2.85 MI (4.59 KM) EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 72
 DR6500'TO THE STATION ON THE RIGHT, LOCATED NEAR THE APEX OF THE OFF RAMP
 DR6500'FROM EASTBOUND NEW JERSEY STATE HIGHWAY 72 TO MORRIS BOULEVARD.
 DR6500'
 DR6500'IT IS 46.2 FT (14.1 M) SOUTHWEST OF THE SOUTH CURB OF NEW JERSEY STATE
 DR6500'HIGHWAY 72 EASTBOUND LANES, 8.4 FT (2.6 M) SOUTHEAST OF POLE NUMBER
 DR6500'T4461, 64.1 FT (19.5 M) NORTH OF THE NORTH CORNER OF A RAISED 4 FT
 DR6500'(1.2 M) BY 5 FT (1.5 M) INLET IN THE DRAINAGE BASIN, 112.5 FT (34.3 M)
 DR6500'NORTHWEST OF POLE NUMBER 86045/40632 AND 25.4 FT (7.7 M) SOUTHEAST OF
 DR6500'THE NORTHWEST NOSE OF THE RAMP.
 DR6500'
 DR6500'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT EASTBOUND BASELINE
 DR6500'MONUMENT (STA 555+36.074 OFFSET R33.084).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6521 ***********************************************************************
 DR6521  DESIGNATION -  15 E 12
 DR6521  PID         -  DR6521
 DR6521  STATE/COUNTY-  NJ/OCEAN
 DR6521  COUNTRY     -  US
 DR6521  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6521
 DR6521                         *CURRENT SURVEY CONTROL
 DR6521  ______________________________________________________________________
 DR6521* NAD 83(1986) POSITION- 39 37 53.38   (N) 074 11 13.74   (W)   HD_HELD1
 DR6521* NAVD 88 ORTHO HEIGHT -     3.802 (meters)       12.47  (feet) ADJUSTED
 DR6521  ______________________________________________________________________
 DR6521  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 DR6521  DYNAMIC HEIGHT  -          3.800 (meters)       12.47  (feet) COMP
 DR6521  MODELED GRAVITY -    980,148.1   (mgal)                       NAVD 88
 DR6521
 DR6521  VERT ORDER      -  FIRST     CLASS II
 DR6521
 DR6521.The horizontal coordinates were determined by differentially corrected
 DR6521.hand held GPS observations or other comparable positioning techniques
 DR6521.and have an estimated accuracy of +/- 3 meters.
 DR6521
 DR6521.The orthometric height was determined by differential leveling and
 DR6521.adjusted by the NATIONAL GEODETIC SURVEY
 DR6521.in February 2021.
 DR6521
 DR6521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6521.GEOID18 height accuracy estimate available here.
 DR6521
 DR6521.Click photographs - Photos may exist for this station.
 DR6521
 DR6521.The dynamic height is computed by dividing the NAVD 88
 DR6521.geopotential number by the normal gravity value computed on the
 DR6521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6521.degrees latitude (g = 980.6199 gals.).
 DR6521
 DR6521.The modeled gravity was interpolated from observed gravity values.
 DR6521
 DR6521;                    North         East    Units  Estimated Accuracy
 DR6521;SPC NJ       -    88,649.7     176,855.9     MT  (+/- 3 meters HH1 GPS) 
 DR6521
 DR6521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6975687173(NAD 83)
 DR6521
 DR6521                          SUPERSEDED SURVEY CONTROL
 DR6521
 DR6521.No superseded survey control is available for this station.
 DR6521
 DR6521_MARKER: DD = SURVEY DISK
 DR6521_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6521_SP_SET: PAD
 DR6521_STAMPING: 15 E 12 2020
 DR6521_MARK LOGO: USACE
 DR6521_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6521+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6521
 DR6521  HISTORY     - Date     Condition        Report By
 DR6521  HISTORY     - 20200422 MONUMENTED       USACE
 DR6521  HISTORY     - 20200825 GOOD             NJGS
 DR6521
 DR6521                          STATION DESCRIPTION
 DR6521
 DR6521'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6521'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF WEST CREEK, 5.8 MI
 DR6521'(9.3 KM) NORTH-NORTHEAST OF BEACH HAVEN AND 0.8 MI (1.3 KM)
 DR6521'SOUTH-SOUTHWEST OF SHIP BOTTOM, BRANT BEACH, IN LONG BEACH TOWNSHIP.
 DR6521'
 DR6521'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6521'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6521'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 1.35 MI (2.17 KM) TO THE
 DR6521'INTERSECTION WITH EAST 39TH STREET.  TURN LEFT AND GO 0.1 MI (0.2 KM)
 DR6521'ON EAST 39TH STREET TO THE END OF THE STREET AND THE STATION AHEAD,
 DR6521'SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE CONCRETE SLAB FOR THE
 DR6521'BEACH ENTRANCE, IN LINE WITH THE CENTERLINE OF EAST 39TH STREET.
 DR6521'
 DR6521'IT IS 15.6 FT (4.8 M) EAST-SOUTHEAST OF A SIGN (HANDICAPPED PARKING),
 DR6521'19.3 FT (5.9 M) SOUTH OF POLE NUMBER T45, 38.3 FT (11.7 M) SOUTHEAST
 DR6521'OF THE CENTERLINE OF OCEAN BOULEVARD AND 67 FT (20.4 M) EAST-SOUTHEAST
 DR6521'OF A SIGN FOR 39TH STREET AND OCEAN BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6690 ***********************************************************************
 AB6690  DESIGNATION -  15 E 3
 AB6690  PID         -  AB6690
 AB6690  STATE/COUNTY-  NJ/OCEAN
 AB6690  COUNTRY     -  US
 AB6690  USGS QUAD   -  KESWICK GROVE (2019)
 AB6690
 AB6690                         *CURRENT SURVEY CONTROL
 AB6690  ______________________________________________________________________
 AB6690* NAD 83(1986) POSITION- 39 56 45.80   (N) 074 19 24.41   (W)   HD_HELD1
 AB6690* NAVD 88 ORTHO HEIGHT -    25.628 (meters)       84.08  (feet) ADJUSTED
 AB6690  ______________________________________________________________________
 AB6690  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 AB6690  DYNAMIC HEIGHT  -         25.616 (meters)       84.04  (feet) COMP
 AB6690  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 AB6690
 AB6690  VERT ORDER      -  SECOND    CLASS I
 AB6690
 AB6690.The horizontal coordinates were determined by differentially corrected
 AB6690.hand held GPS observations or other comparable positioning techniques
 AB6690.and have an estimated accuracy of +/- 3 meters.
 AB6690
 AB6690.The orthometric height was determined by differential leveling and
 AB6690.adjusted by the NATIONAL GEODETIC SURVEY
 AB6690.in September 1996.
 AB6690
 AB6690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6690.GEOID18 height accuracy estimate available here.
 AB6690
 AB6690.Click photographs - Photos may exist for this station.
 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       -   123,540.3     165,086.9     MT  (+/- 3 meters HH1 GPS) 
 AB6690
 AB6690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5779521989(NAD 83)
 AB6690
 AB6690                          SUPERSEDED SURVEY CONTROL
 AB6690
 AB6690.No superseded survey control is available for this station.
 AB6690
 AB6690_MARKER: DD = SURVEY DISK
 AB6690_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6690_SP_SET: CONCRETE UTILITY CHAMBER
 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 - January 14, 2015
 AB6690
 AB6690  HISTORY     - Date     Condition        Report By
 AB6690  HISTORY     - 1995     MONUMENTED       NJGS
 AB6690  HISTORY     - 20150114 GOOD             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.
 AB6690
 AB6690                          STATION RECOVERY (2015)
 AB6690
 AB6690'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 AB6690'RECOVERED WITH THE FOLLOWING CHANGE.
 AB6690'
 AB6690'THE STRUCTURE THAT THE STATION IS SET IN IS NOT A SEWER PUMPING
 AB6690'STATION.  IT IS A CONCRETE UTILITY CHAMBER FOR BELL ATLANTIC
 AB6690'COMMUNICATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5983 ***********************************************************************
 DM5983  DESIGNATION -  15 E 4
 DM5983  PID         -  DM5983
 DM5983  STATE/COUNTY-  NJ/OCEAN
 DM5983  COUNTRY     -  US
 DM5983  USGS QUAD   -  TOMS RIVER (2019)
 DM5983
 DM5983                         *CURRENT SURVEY CONTROL
 DM5983  ______________________________________________________________________
 DM5983* NAD 83(1986) POSITION- 39 56 39.01   (N) 074 11 20.57   (W)   HD_HELD1
 DM5983* NAVD 88 ORTHO HEIGHT -     0.651 (meters)        2.14  (feet) ADJUSTED
 DM5983  ______________________________________________________________________
 DM5983  GEOID HEIGHT    -        -33.032 (meters)                     GEOID18
 DM5983  DYNAMIC HEIGHT  -          0.650 (meters)        2.13  (feet) COMP
 DM5983  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 DM5983
 DM5983  VERT ORDER      -  FIRST     CLASS II
 DM5983
 DM5983.The horizontal coordinates were determined by differentially corrected
 DM5983.hand held GPS observations or other comparable positioning techniques
 DM5983.and have an estimated accuracy of +/- 3 meters.
 DM5983
 DM5983.The orthometric height was determined by differential leveling and
 DM5983.adjusted by the NATIONAL GEODETIC SURVEY
 DM5983.in May 2011.
 DM5983
 DM5983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5983.GEOID18 height accuracy estimate available here.
 DM5983
 DM5983.Click photographs - Photos may exist for this station.
 DM5983
 DM5983.The dynamic height is computed by dividing the NAVD 88
 DM5983.geopotential number by the normal gravity value computed on the
 DM5983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5983.degrees latitude (g = 980.6199 gals.).
 DM5983
 DM5983.The modeled gravity was interpolated from observed gravity values.
 DM5983
 DM5983;                    North         East    Units  Estimated Accuracy
 DM5983;SPC NJ       -   123,362.2     176,572.4     MT  (+/- 3 meters HH1 GPS) 
 DM5983
 DM5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6927921875(NAD 83)
 DM5983
 DM5983                          SUPERSEDED SURVEY CONTROL
 DM5983
 DM5983.No superseded survey control is available for this station.
 DM5983
 DM5983_MARKER: DD = SURVEY DISK
 DM5983_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5983_SP_SET: BOAT CRANE BASE
 DM5983_STAMPING: 15 E 4 2006
 DM5983_MARK LOGO: NJGS
 DM5983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5983+STABILITY: SURFACE MOTION
 DM5983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5983+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2022
 DM5983
 DM5983  HISTORY     - Date     Condition        Report By
 DM5983  HISTORY     - 20060828 MONUMENTED       NJGS
 DM5983  HISTORY     - 20191213 GOOD             NJGS
 DM5983  HISTORY     - 20220420 GOOD             NJGS
 DM5983
 DM5983                          STATION DESCRIPTION
 DM5983
 DM5983'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5983'THE STATION IS LOCATED IN BEACHWOOD BOROUGH, SET IN A DRILL HOLE IN
 DM5983'THE SOUTHEAST CORNER OF THE BOAT CRANE ON THE TOMS RIVER FOR THE
 DM5983'BEACHWOOD YACHT CLUB, EAST OF THE BEACHWOOD BOROUGH COMMUNITY CENTER.
 DM5983'
 DM5983'TO REACH THE STATION FROM NJ ROUTE 166 AND STARBOARD STREET IN
 DM5983'BEACHWOOD, GO 0.15 MI (0.24 KM) NORTHEAST ON STARBOARD STREET TO THE
 DM5983'JUNCTION WITH COMPASS AVENUE, TURN RIGHT AND GO 0.1 MI (0.16 KM)
 DM5983'SOUTHEAST ON COMPASS STREET TO THE ENTRANCE DRIVE TO THE COMMUNITY
 DM5983'CENTER ON THE LEFT, TURN LEFT AND GO 0.05 MI (0.08 KM) NORTHEAST TO
 DM5983'THE STATION IN THE CRANE BASE AHEAD.
 DM5983'
 DM5983'THE STATION IS AT THE EAST END OF THE PARKING LOT, 0.7 M (2.3 FT)
 DM5983'SOUTHWEST OF THE NORTHEAST BULKHEAD, 26.6 M (87.3 FT) NORTHEAST OF THE
 DM5983'SOUTHEAST CORNER OF THE COMMUNITY CENTER, ABOUT 33.0 M (108.3 FT)
 DM5983'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 15.6 M (51.2
 DM5983'FT) NORTHWEST OF THE CENTER OF THE WOODEN DOCK, 7.7 M (25.3 FT)
 DM5983'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE WOODEN BULKHEAD.
 DM5983
 DM5983                          STATION RECOVERY (2019)
 DM5983
 DM5983'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DM5983'RECOVERED IN GOOD CONDITION.
 DM5983
 DM5983                          STATION RECOVERY (2022)
 DM5983
 DM5983'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DM5983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7924 ***********************************************************************
 DP7924  DESIGNATION -  15 E 5
 DP7924  PID         -  DP7924
 DP7924  STATE/COUNTY-  NJ/OCEAN
 DP7924  COUNTRY     -  US
 DP7924  USGS QUAD   -  SEASIDE PARK (2019)
 DP7924
 DP7924                         *CURRENT SURVEY CONTROL
 DP7924  ______________________________________________________________________
 DP7924* NAD 83(1986) POSITION- 39 58 26.96   (N) 074 04 11.54   (W)   HD_HELD1
 DP7924* NAVD 88 ORTHO HEIGHT -     1.220 (meters)        4.00  (feet) ADJUSTED
 DP7924  ______________________________________________________________________
 DP7924  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 DP7924  DYNAMIC HEIGHT  -          1.219 (meters)        4.00  (feet) COMP
 DP7924  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 DP7924
 DP7924  VERT ORDER      -  FIRST     CLASS II
 DP7924
 DP7924.The horizontal coordinates were determined by differentially corrected
 DP7924.hand held GPS observations or other comparable positioning techniques
 DP7924.and have an estimated accuracy of +/- 3 meters.
 DP7924
 DP7924.The orthometric height was determined by differential leveling and
 DP7924.adjusted by the NATIONAL GEODETIC SURVEY
 DP7924.in March 2017.
 DP7924
 DP7924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7924.GEOID18 height accuracy estimate available here.
 DP7924
 DP7924.Click photographs - Photos may exist for this station.
 DP7924
 DP7924.The dynamic height is computed by dividing the NAVD 88
 DP7924.geopotential number by the normal gravity value computed on the
 DP7924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7924.degrees latitude (g = 980.6199 gals.).
 DP7924
 DP7924.The modeled gravity was interpolated from observed gravity values.
 DP7924
 DP7924;                    North         East    Units  Estimated Accuracy
 DP7924;SPC NJ       -   126,733.7     186,740.5     MT  (+/- 3 meters HH1 GPS) 
 DP7924
 DP7924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7942525302(NAD 83)
 DP7924
 DP7924                          SUPERSEDED SURVEY CONTROL
 DP7924
 DP7924  NAVD 88 (09/24/15)    1.228  (m)            4.03   (f) SUPERSEDED  1 2
 DP7924
 DP7924.Superseded values are not recommended for survey control.
 DP7924
 DP7924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7924.See file dsdata.pdf to determine how the superseded data were derived.
 DP7924
 DP7924_MARKER: DD = SURVEY DISK
 DP7924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7924_SP_SET: TRAFFIC SIGNAL BASE
 DP7924_STAMPING: 15 E 5 2012
 DP7924_MARK LOGO: NJGS
 DP7924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7924+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7924
 DP7924  HISTORY     - Date     Condition        Report By
 DP7924  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7924  HISTORY     - 20160411 GOOD             NJGS
 DP7924
 DP7924                          STATION DESCRIPTION
 DP7924
 DP7924'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7924'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF POINT PLEASANT,
 DP7924'7.0 MI (11.3 KM) EAST-NORTHEAST OF TOMS RIVER AND 3.3 MI (5.3 KM)
 DP7924'NORTH OF SEASIDE PARK.
 DP7924'
 DP7924'THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE, ON THE SOUTHEAST
 DP7924'CORNER OF THE INTERSECTION OF ANNA O. HANKINS BOULEVARD (STATE HIGHWAY
 DP7924'35 SOUTHBOUND) AND PRESIDENT AVENUE, SET FLUSH IN A DRILL HOLE AT THE
 DP7924'NORTHWEST CORNER OF A CONCRETE FOUNDATION FOR A TRAFFIC SIGNAL POLE.
 DP7924'
 DP7924'THE STATION IS 14.0 FT (4.3 M) SOUTH FROM THE CENTERLINE OF PRESIDENT
 DP7924'AVENUE, 5.2 FT (1.6 M) EAST FROM THE CENTERLINE OF STATE HIGHWAY 35
 DP7924'SOUTHBOUND, 12.5 FT (3.8 M) NORTHWEST FROM THE NORTHWEST CORNER OF
 DP7924'HOUSE NUMBER 110, A ONE AND ONE HALF STORY FRAME DWELLING AND 55.1 FT
 DP7924'(16.8 M) EAST FROM WOOD UTILITY POLE NUMBER 216706 A41559.
 DP7924
 DP7924                          STATION RECOVERY (2016)
 DP7924
 DP7924'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7924'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7956 ***********************************************************************
 DP7956  DESIGNATION -  15 E 6
 DP7956  PID         -  DP7956
 DP7956  STATE/COUNTY-  NJ/OCEAN
 DP7956  COUNTRY     -  US
 DP7956  USGS QUAD   -  SEASIDE PARK (2019)
 DP7956
 DP7956                         *CURRENT SURVEY CONTROL
 DP7956  ______________________________________________________________________
 DP7956* NAD 83(1986) POSITION- 39 55 48.83   (N) 074 04 39.33   (W)   HD_HELD1
 DP7956* NAVD 88 ORTHO HEIGHT -     1.116 (meters)        3.66  (feet) ADJUSTED
 DP7956  ______________________________________________________________________
 DP7956  GEOID HEIGHT    -        -33.105 (meters)                     GEOID18
 DP7956  DYNAMIC HEIGHT  -          1.116 (meters)        3.66  (feet) COMP
 DP7956  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 DP7956
 DP7956  VERT ORDER      -  FIRST     CLASS II
 DP7956
 DP7956.The horizontal coordinates were determined by differentially corrected
 DP7956.hand held GPS observations or other comparable positioning techniques
 DP7956.and have an estimated accuracy of +/- 3 meters.
 DP7956
 DP7956.The orthometric height was determined by differential leveling and
 DP7956.adjusted by the NATIONAL GEODETIC SURVEY
 DP7956.in March 2017.
 DP7956
 DP7956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7956.GEOID18 height accuracy estimate available here.
 DP7956
 DP7956.Click photographs - Photos may exist for this station.
 DP7956
 DP7956.The dynamic height is computed by dividing the NAVD 88
 DP7956.geopotential number by the normal gravity value computed on the
 DP7956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7956.degrees latitude (g = 980.6199 gals.).
 DP7956
 DP7956.The modeled gravity was interpolated from observed gravity values.
 DP7956
 DP7956;                    North         East    Units  Estimated Accuracy
 DP7956;SPC NJ       -   121,853.8     186,104.2     MT  (+/- 3 meters HH1 GPS) 
 DP7956
 DP7956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7881720420(NAD 83)
 DP7956
 DP7956                          SUPERSEDED SURVEY CONTROL
 DP7956
 DP7956  NAVD 88 (09/24/15)    1.119  (m)            3.67   (f) SUPERSEDED  1 2
 DP7956
 DP7956.Superseded values are not recommended for survey control.
 DP7956
 DP7956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7956.See file dsdata.pdf to determine how the superseded data were derived.
 DP7956
 DP7956_MARKER: DD = SURVEY DISK
 DP7956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7956_STAMPING: 15 E 6 2012
 DP7956_MARK LOGO: NJGS
 DP7956_PROJECTION: FLUSH
 DP7956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7956+STABILITY: SURFACE MOTION
 DP7956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7956+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7956
 DP7956  HISTORY     - Date     Condition        Report By
 DP7956  HISTORY     - 20120614 MONUMENTED       NJGS
 DP7956  HISTORY     - 20160411 GOOD             NJGS
 DP7956
 DP7956                          STATION DESCRIPTION
 DP7956
 DP7956'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7956'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF FORKED
 DP7956'RIVER, 6.6 MI (10.6 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE
 DP7956'BOROUGH OF SEASIDE PARK.
 DP7956'
 DP7956'THE STATION IS WITHIN THE BOUNDARY OF A MUNICIPAL PARK, AT THE
 DP7956'SOUTHWEST CORNER OF THE INTERSECTION OF CENTRAL AVENUE (STATE HIGHWAY
 DP7956'35) AND J STREET (COUNTY ROAD 2) BEHIND A SEMI-CIRCULAR AREA
 DP7956'DISPLAYING A LARGE ROWBOAT, PAINTED SEASIDE PARK MARINA NEW JERSEY,
 DP7956'RESTING ON A BED OF OYSTER SHELLS.
 DP7956'
 DP7956'THE STATION IS 9.7 FT (3.0 M) WEST FROM A FLAGPOLE WITH A TRANSVERSE
 DP7956'ARM CONTAINING FLAGS, 36.9 FT (11.2 M) SOUTH-SOUTHWEST FROM THE SOUTH
 DP7956'CURB OF J STREET, 37.2 FT (11.3 M) NORTHWEST FROM THE NORTHWEST CURB
 DP7956'OF CENTRAL AVENUE AND 105.6 FT (32.2 M) NORTHEAST FROM A TALL METAL 4
 DP7956'SIDED CLOCK ON A CONCRETE BLOCK PEDESTAL IN THE CENTER OF THE PARK
 DP7956'ALONG THE WEST SIDE OF CENTRAL AVENUE.
 DP7956
 DP7956                          STATION RECOVERY (2016)
 DP7956
 DP7956'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7956'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3981 ***********************************************************************
 DQ3981  DESIGNATION -  15 E 7
 DQ3981  PID         -  DQ3981
 DQ3981  STATE/COUNTY-  NJ/OCEAN
 DQ3981  COUNTRY     -  US
 DQ3981  USGS QUAD   -  POINT PLEASANT (2019)
 DQ3981
 DQ3981                         *CURRENT SURVEY CONTROL
 DQ3981  ______________________________________________________________________
 DQ3981* NAD 83(1986) POSITION- 40 04 25.95   (N) 074 02 33.79   (W)   HD_HELD1
 DQ3981* NAVD 88 ORTHO HEIGHT -     1.892 (meters)        6.21  (feet) ADJUSTED
 DQ3981  ______________________________________________________________________
 DQ3981  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 DQ3981  DYNAMIC HEIGHT  -          1.891 (meters)        6.20  (feet) COMP
 DQ3981  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 DQ3981
 DQ3981  VERT ORDER      -  FIRST     CLASS II
 DQ3981
 DQ3981.The horizontal coordinates were determined by differentially corrected
 DQ3981.hand held GPS observations or other comparable positioning techniques
 DQ3981.and have an estimated accuracy of +/- 3 meters.
 DQ3981
 DQ3981.The orthometric height was determined by differential leveling and
 DQ3981.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3981.in March 2017.
 DQ3981
 DQ3981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3981.GEOID18 height accuracy estimate available here.
 DQ3981
 DQ3981.Click photographs - Photos may exist for this station.
 DQ3981
 DQ3981.The dynamic height is computed by dividing the NAVD 88
 DQ3981.geopotential number by the normal gravity value computed on the
 DQ3981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3981.degrees latitude (g = 980.6199 gals.).
 DQ3981
 DQ3981.The modeled gravity was interpolated from observed gravity values.
 DQ3981
 DQ3981;                    North         East    Units  Estimated Accuracy
 DQ3981;SPC NJ       -   137,816.5     189,003.0     MT  (+/- 3 meters HH1 GPS) 
 DQ3981
 DQ3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8162536395(NAD 83)
 DQ3981
 DQ3981                          SUPERSEDED SURVEY CONTROL
 DQ3981
 DQ3981.No superseded survey control is available for this station.
 DQ3981
 DQ3981_MARKER: DD = SURVEY DISK
 DQ3981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3981_STAMPING: 15 E 7 2015
 DQ3981_MARK LOGO: NJGS
 DQ3981_PROJECTION: FLUSH
 DQ3981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3981+STABILITY: SURFACE MOTION
 DQ3981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3981+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 DQ3981
 DQ3981  HISTORY     - Date     Condition        Report By
 DQ3981  HISTORY     - 20151109 MONUMENTED       NJGS
 DQ3981
 DQ3981                          STATION DESCRIPTION
 DQ3981
 DQ3981'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3981'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST OF LAKEWOOD, 1.5 MI
 DQ3981'(2.4 KM) EAST-SOUTHEAST OF POINT PLEASANT AND 1.2 MI (1.9 KM)
 DQ3981'SOUTH-SOUTHEAST OF POINT PLEASANT BEACH, IN THE BOROUGH OF BAY HEAD.
 DQ3981'
 DQ3981'THE STATION IS LOCATED BETWEEN THE SIDEWALK AND CURB ON THE SOUTHEAST
 DQ3981'CORNER OF THE JUNCTION OF NEW JERSEY STATE ROUTE 35 AND NORTH STREET.
 DQ3981'
 DQ3981'THE STATION IS 1 FT (0.3 M) WEST OF THE WEST EDGE OF THE SIDEWALK, 3.8
 DQ3981'FT (1.2 M) EAST OF THE EAST CURB OF NEW JERSEY STATE ROUTE 35, 29 FT
 DQ3981'(8.8 M) SOUTH OF THE CENTERLINE OF NORTH STREET, 22 FT (6.7 M)
 DQ3981'NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH TO HOUSE NUMBER 31
 DQ3981'NORTH STREET, 10 FT (3.0 M) NORTHEAST OF THE CENTER OF AN INLET CURB
 DQ3981'PIECE, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF THE STREET SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4015 ***********************************************************************
 DQ4015  DESIGNATION -  15 E 8
 DQ4015  PID         -  DQ4015
 DQ4015  STATE/COUNTY-  NJ/OCEAN
 DQ4015  COUNTRY     -  US
 DQ4015  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4015
 DQ4015                         *CURRENT SURVEY CONTROL
 DQ4015  ______________________________________________________________________
 DQ4015* NAD 83(1986) POSITION- 39 54 30.23   (N) 074 04 50.92   (W)   HD_HELD1
 DQ4015* NAVD 88 ORTHO HEIGHT -     2.120 (meters)        6.96  (feet) ADJUSTED
 DQ4015  ______________________________________________________________________
 DQ4015  GEOID HEIGHT    -        -33.119 (meters)                     GEOID18
 DQ4015  DYNAMIC HEIGHT  -          2.119 (meters)        6.95  (feet) COMP
 DQ4015  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 DQ4015
 DQ4015  VERT ORDER      -  FIRST     CLASS II
 DQ4015
 DQ4015.The horizontal coordinates were determined by differentially corrected
 DQ4015.hand held GPS observations or other comparable positioning techniques
 DQ4015.and have an estimated accuracy of +/- 3 meters.
 DQ4015
 DQ4015.The orthometric height was determined by differential leveling and
 DQ4015.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4015.in March 2017.
 DQ4015
 DQ4015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4015.GEOID18 height accuracy estimate available here.
 DQ4015
 DQ4015.Click photographs - Photos may exist for this station.
 DQ4015
 DQ4015.The dynamic height is computed by dividing the NAVD 88
 DQ4015.geopotential number by the normal gravity value computed on the
 DQ4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4015.degrees latitude (g = 980.6199 gals.).
 DQ4015
 DQ4015.The modeled gravity was interpolated from observed gravity values.
 DQ4015
 DQ4015;                    North         East    Units  Estimated Accuracy
 DQ4015;SPC NJ       -   119,428.5     185,840.4     MT  (+/- 3 meters HH1 GPS) 
 DQ4015
 DQ4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7856717994(NAD 83)
 DQ4015
 DQ4015                          SUPERSEDED SURVEY CONTROL
 DQ4015
 DQ4015.No superseded survey control is available for this station.
 DQ4015
 DQ4015_MARKER: DD = SURVEY DISK
 DQ4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4015_STAMPING: 15 E 8 2015
 DQ4015_MARK LOGO: NJDT
 DQ4015_PROJECTION: FLUSH
 DQ4015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4015+STABILITY: SURFACE MOTION
 DQ4015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4015+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2025
 DQ4015
 DQ4015  HISTORY     - Date     Condition        Report By
 DQ4015  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4015  HISTORY     - 20151110 GOOD             NJGS
 DQ4015  HISTORY     - 20220207 GOOD             NJGS
 DQ4015  HISTORY     - 20250304 GOOD             LOCSUR
 DQ4015
 DQ4015                          STATION DESCRIPTION
 DQ4015
 DQ4015'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4015'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF FORKED
 DQ4015'RIVER, 7.0 MI (11.3 KM) EAST-SOUTHEAST OF TOMS RIVER AND 1.3 MI (2.1
 DQ4015'KM) SOUTH OF SEASIDE PARK.
 DQ4015'
 DQ4015'THE STATION IS LOCATED IN BERKELEY TOWNSHIP WITHIN THE LOCAL COMMUNITY
 DQ4015'OF SOUTH SEASIDE PARK  THE STATION IS SET IN THE EAST SIDE OF A
 DQ4015'TRIANGULAR GRASS PARKING ISLAND BETWEEN THE NORTHBOUND AND SOUTHBOUND
 DQ4015'LANES OF NEW JERSEY STATE ROUTE 35 AT THE JUNCTION WITH 20TH AVENUE.
 DQ4015'
 DQ4015'THE STATION IS 85 FT (25.9 M) SOUTH OF THE CENTERLINE OF 20TH AVENUE,
 DQ4015'5 FT (1.5 M) WEST OF THE WEST CURB OF THE NORTHBOUND LANES OF NEW
 DQ4015'JERSEY STATE ROUTE 35, 39.7 FT (12.1 M) SOUTH OF THE NORTH NOSE OF THE
 DQ4015'ISLAND, 17 FT (5.2 M) SOUTH-SOUTHEAST OF A MANHOLE, 22 FT (6.7 M) EAST
 DQ4015'OF THE EAST CURB OF SOUTHBOUND NEW JERSEY STATE ROUTE 35.
 DQ4015
 DQ4015                          STATION RECOVERY (2022)
 DQ4015
 DQ4015'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DQ4015'RECOVERED IN GOOD CONDITION.
 DQ4015
 DQ4015                          STATION RECOVERY (2025)
 DQ4015
 DQ4015'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (RAL)
 DQ4015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4029 ***********************************************************************
 DQ4029  DESIGNATION -  15 E 9
 DQ4029  PID         -  DQ4029
 DQ4029  STATE/COUNTY-  NJ/OCEAN
 DQ4029  COUNTRY     -  US
 DQ4029  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4029
 DQ4029                         *CURRENT SURVEY CONTROL
 DQ4029  ______________________________________________________________________
 DQ4029* NAD 83(1986) POSITION- 39 55 10.42   (N) 074 04 43.97   (W)   HD_HELD1
 DQ4029* NAVD 88 ORTHO HEIGHT -     1.507 (meters)        4.94  (feet) ADJUSTED
 DQ4029  ______________________________________________________________________
 DQ4029  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 DQ4029  DYNAMIC HEIGHT  -          1.506 (meters)        4.94  (feet) COMP
 DQ4029  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DQ4029
 DQ4029  VERT ORDER      -  FIRST     CLASS II
 DQ4029
 DQ4029.The horizontal coordinates were determined by differentially corrected
 DQ4029.hand held GPS observations or other comparable positioning techniques
 DQ4029.and have an estimated accuracy of +/- 3 meters.
 DQ4029
 DQ4029.The orthometric height was determined by differential leveling and
 DQ4029.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4029.in March 2017.
 DQ4029
 DQ4029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4029.GEOID18 height accuracy estimate available here.
 DQ4029
 DQ4029.Click photographs - Photos may exist for this station.
 DQ4029
 DQ4029.The dynamic height is computed by dividing the NAVD 88
 DQ4029.geopotential number by the normal gravity value computed on the
 DQ4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4029.degrees latitude (g = 980.6199 gals.).
 DQ4029
 DQ4029.The modeled gravity was interpolated from observed gravity values.
 DQ4029
 DQ4029;                    North         East    Units  Estimated Accuracy
 DQ4029;SPC NJ       -   120,668.8     185,999.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4029
 DQ4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7871919235(NAD 83)
 DQ4029
 DQ4029                          SUPERSEDED SURVEY CONTROL
 DQ4029
 DQ4029.No superseded survey control is available for this station.
 DQ4029
 DQ4029_MARKER: DD = SURVEY DISK
 DQ4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4029_STAMPING: 15 E 9 2016
 DQ4029_MARK LOGO: NJDT
 DQ4029_PROJECTION: FLUSH
 DQ4029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4029+STABILITY: SURFACE MOTION
 DQ4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4029+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2016
 DQ4029
 DQ4029  HISTORY     - Date     Condition        Report By
 DQ4029  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4029  HISTORY     - 20160805 GOOD             NJGS
 DQ4029
 DQ4029                          STATION DESCRIPTION
 DQ4029
 DQ4029'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4029'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF FORKED
 DQ4029'RIVER, 6.8 MI (10.9 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE TOWN
 DQ4029'OF SEASIDE PARK, NJ.
 DQ4029'
 DQ4029'THE STATION IS SET ON THE NORTHEAST SIDE OF THE GRASS FRONT LAWN OF
 DQ4029'THE SEASIDE PARK BOROUGH POLICE AND BOROUGH HALL FACILITY, ABOUT 33 FT
 DQ4029'(10.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE EXTENDED OF FIFTH AVENUE.
 DQ4029'
 DQ4029'THE STATION IS 5.3 FT (1.6 M) WEST OF THE WEST CURB OF NORTHBOUND
 DQ4029'LANES OF NEW JERSEY STATE HIGHWAY 35, 13 FT (4.0 M) SOUTHWEST OF THE
 DQ4029'CENTER OF AN INLET CURB PIECE, 20 FT (6.1 M) SOUTHEAST OF A DOT
 DQ4029'MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6774 ***********************************************************************
 KV6774  DESIGNATION -  15 F 1
 KV6774  PID         -  KV6774
 KV6774  STATE/COUNTY-  NJ/OCEAN
 KV6774  COUNTRY     -  US
 KV6774  USGS QUAD   -  LAKEWOOD (2016)
 KV6774
 KV6774                         *CURRENT SURVEY CONTROL
 KV6774  ______________________________________________________________________
 KV6774* NAD 83(2011) POSITION- 40 01 50.22891(N) 074 12 07.33242(W)   ADJUSTED
 KV6774* NAD 83(2011) ELLIP HT-    -0.434 (meters)        (06/27/12)   ADJUSTED
 KV6774* NAD 83(2011) EPOCH   -  2010.00
 KV6774* NAVD 88 ORTHO HEIGHT -    32.5   (meters)      107.    (feet) GPS OBS
 KV6774  ______________________________________________________________________
 KV6774  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6774  GEOID HEIGHT    -        -33.170 (meters)                     GEOID93
 KV6774  GEOID HEIGHT    -        -32.926 (meters)                     GEOID18
 KV6774  NAD 83(2011) X  -  1,331,425.044 (meters)                     COMP
 KV6774  NAD 83(2011) Y  - -4,705,794.855 (meters)                     COMP
 KV6774  NAD 83(2011) Z  -  4,080,589.102 (meters)                     COMP
 KV6774  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 KV6774
 KV6774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6774  Standards:
 KV6774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6774  -------------------------------------------------------------------
 KV6774  NETWORK    0.52   0.80           0.23   0.19   0.41      0.04776186
 KV6774  -------------------------------------------------------------------
 KV6774  Click here for local accuracies and other accuracy information.
 KV6774
 KV6774.The horizontal coordinates were established by GPS observations
 KV6774.and adjusted by the National Geodetic Survey in June 2012.
 KV6774
 KV6774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6774.been affixed to the stable North American tectonic plate. See 
 KV6774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6774
 KV6774.The horizontal coordinates are valid at the epoch date displayed above
 KV6774.which is a decimal equivalence of Year/Month/Day.
 KV6774
 KV6774.The orthometric height was determined by GPS observations and a
 KV6774.high-resolution geoid model.
 KV6774
 KV6774.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6774.GEOID18 height accuracy estimate available here.
 KV6774
 KV6774.Click photographs - Photos may exist for this station.
 KV6774
 KV6774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6774
 KV6774.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6774
 KV6774.The ellipsoidal height was determined by GPS observations
 KV6774.and is referenced to NAD 83.
 KV6774
 KV6774. The following values were computed from the NAD 83(2011) position.
 KV6774
 KV6774;                    North         East     Units Scale Factor Converg.
 KV6774;SPC NJ       -   132,956.394   175,430.337   MT  0.99990796   +0 11 29.9
 KV6774;SPC NJ       -   436,207.77    575,557.70   sFT  0.99990796   +0 11 29.9
 KV6774;UTM  18      - 4,431,460.606   568,083.852   MT  0.99965706   +0 30 47.8
 KV6774
 KV6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6774!SPC NJ       -   1.00000007  x   0.99990796  =   0.99990803
 KV6774!UTM  18      -   1.00000007  x   0.99965706  =   0.99965713
 KV6774
 KV6774:                Primary Azimuth Mark                     Grid Az
 KV6774:SPC NJ       -  15 E 1                                   167 46 21.1
 KV6774:UTM  18      -  15 E 1                                   167 27 03.2
 KV6774
 KV6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6808331460(NAD 83)
 KV6774
 KV6774|---------------------------------------------------------------------|
 KV6774| PID    Reference Object                     Distance      Geod. Az  |
 KV6774|                                                           dddmmss.s |
 KV6774| KV6773 15 E 1                              415.745 METERS 1675751.0 |
 KV6774|---------------------------------------------------------------------|
 KV6774
 KV6774                          SUPERSEDED SURVEY CONTROL
 KV6774
 KV6774  NAD 83(2007)-  40 01 50.22932(N)    074 12 07.33291(W) AD(2002.00) 0
 KV6774  ELLIP H (02/10/07)   -0.426  (m)                       GP(2002.00)    
 KV6774  ELLIP H (10/23/02)   -0.414  (m)                       GP(       ) 4 1
 KV6774  NAD 83(1996)-  40 01 50.22904(N)    074 12 07.33262(W) AD(       ) 1
 KV6774  ELLIP H (05/14/99)   -0.434  (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)   -0.333  (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
 KV6774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6774.See file dsdata.pdf to determine how the superseded data were derived.
 KV6774
 KV6774_STAMPING: 15 F 1 1989
 KV6774_MARK LOGO: NJGS
 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  HISTORY     - 20200713 MARK NOT FOUND   NJGS
 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.
 KV6774
 KV6774                          STATION RECOVERY (2020)
 KV6774
 KV6774'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6774'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6473 ***********************************************************************
 DR6473  DESIGNATION -  15 F 10
 DR6473  PID         -  DR6473
 DR6473  STATE/COUNTY-  NJ/OCEAN
 DR6473  COUNTRY     -  US
 DR6473  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6473
 DR6473                         *CURRENT SURVEY CONTROL
 DR6473  ______________________________________________________________________
 DR6473* NAD 83(1986) POSITION- 39 39 22.53   (N) 074 11 24.62   (W)   HD_HELD1
 DR6473* NAVD 88 ORTHO HEIGHT -     6.368 (meters)       20.89  (feet) ADJUSTED
 DR6473  ______________________________________________________________________
 DR6473  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 DR6473  DYNAMIC HEIGHT  -          6.365 (meters)       20.88  (feet) COMP
 DR6473  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 DR6473
 DR6473  VERT ORDER      -  FIRST     CLASS II
 DR6473
 DR6473.The horizontal coordinates were determined by differentially corrected
 DR6473.hand held GPS observations or other comparable positioning techniques
 DR6473.and have an estimated accuracy of +/- 3 meters.
 DR6473
 DR6473.The orthometric height was determined by differential leveling and
 DR6473.adjusted by the NATIONAL GEODETIC SURVEY
 DR6473.in February 2021.
 DR6473
 DR6473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6473.GEOID18 height accuracy estimate available here.
 DR6473
 DR6473.Click photographs - Photos may exist for this station.
 DR6473
 DR6473.The dynamic height is computed by dividing the NAVD 88
 DR6473.geopotential number by the normal gravity value computed on the
 DR6473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6473.degrees latitude (g = 980.6199 gals.).
 DR6473
 DR6473.The modeled gravity was interpolated from observed gravity values.
 DR6473
 DR6473;                    North         East    Units  Estimated Accuracy
 DR6473;SPC NJ       -    91,398.0     176,586.9     MT  (+/- 3 meters HH1 GPS) 
 DR6473
 DR6473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6947289919(NAD 83)
 DR6473
 DR6473                          SUPERSEDED SURVEY CONTROL
 DR6473
 DR6473.No superseded survey control is available for this station.
 DR6473
 DR6473_MARKER: DD = SURVEY DISK
 DR6473_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR6473_SP_SET: BRIDGE ABUTMENT
 DR6473_STAMPING: 15 F 10 2019
 DR6473_MARK LOGO: NJGS
 DR6473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6473+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DR6473
 DR6473  HISTORY     - Date     Condition        Report By
 DR6473  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6473
 DR6473                          STATION DESCRIPTION
 DR6473
 DR6473'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6473'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF BEACH
 DR6473'HAVEN, 6.4 MI (10.3 KM) EAST-NORTHEAST OF WEST CREEK AND 1.1 MI (1.8
 DR6473'KM) NORTH-NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6473'
 DR6473'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6473'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6473'SHIP BOTTOM, GO 0.9 MI (1.4 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6473'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE
 DR6473'IN THE SIDEWALK AREA BETWEEN THE TRAFFIC GUARD RAIL AND BRIDGE
 DR6473'BALUSTRADE WALL IN THE NORTH CORNER OF THE EXPOSED WESTERLY ABUTMENT
 DR6473'OF THE NEW JERSEY STATE ROUTE 72 BRIDGE SPANNING THE WATERWAY BETWEEN
 DR6473'BONNET ISLAND CEDAR BONNET ISLANDS.
 DR6473'
 DR6473'THE STATION IS 11 FT (3.4 M) SOUTHEAST OF THE NORTHWEST END OF THE
 DR6473'CONCRETE BRIDGE BALUSTRADE WALL WITH THE 2020 DATE PLATE, 94 FT (28.7
 DR6473'M) SOUTHEAST OF THE ANGLE POINT OF THE SIDEWALK LEADING DOWN TO STREET
 DR6473'LEVEL (CRAB TRAP LANE) AND 5.7 FT (1.7 M) NORTHEAST OF THE CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6501 ***********************************************************************
 DR6501  DESIGNATION -  15 F 11
 DR6501  PID         -  DR6501
 DR6501  STATE/COUNTY-  NJ/OCEAN
 DR6501  COUNTRY     -  US
 DR6501  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6501
 DR6501                         *CURRENT SURVEY CONTROL
 DR6501  ______________________________________________________________________
 DR6501* NAD 83(1986) POSITION- 39 40 07.86   (N) 074 13 03.27   (W)   HD_HELD1
 DR6501* NAVD 88 ORTHO HEIGHT -     2.884 (meters)        9.46  (feet) ADJUSTED
 DR6501  ______________________________________________________________________
 DR6501  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 DR6501  DYNAMIC HEIGHT  -          2.883 (meters)        9.46  (feet) COMP
 DR6501  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 DR6501
 DR6501  VERT ORDER      -  FIRST     CLASS II
 DR6501
 DR6501.The horizontal coordinates were determined by differentially corrected
 DR6501.hand held GPS observations or other comparable positioning techniques
 DR6501.and have an estimated accuracy of +/- 3 meters.
 DR6501
 DR6501.The orthometric height was determined by differential leveling and
 DR6501.adjusted by the NATIONAL GEODETIC SURVEY
 DR6501.in February 2021.
 DR6501
 DR6501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6501.GEOID18 height accuracy estimate available here.
 DR6501
 DR6501.Click photographs - Photos may exist for this station.
 DR6501
 DR6501.The dynamic height is computed by dividing the NAVD 88
 DR6501.geopotential number by the normal gravity value computed on the
 DR6501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6501.degrees latitude (g = 980.6199 gals.).
 DR6501
 DR6501.The modeled gravity was interpolated from observed gravity values.
 DR6501
 DR6501;                    North         East    Units  Estimated Accuracy
 DR6501;SPC NJ       -    92,788.1     174,231.1     MT  (+/- 3 meters HH1 GPS) 
 DR6501
 DR6501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6710991296(NAD 83)
 DR6501
 DR6501                          SUPERSEDED SURVEY CONTROL
 DR6501
 DR6501.No superseded survey control is available for this station.
 DR6501
 DR6501_MARKER: DD = SURVEY DISK
 DR6501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6501_STAMPING: 15 F 11 2019
 DR6501_MARK LOGO: NJDT
 DR6501_PROJECTION: FLUSH
 DR6501_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6501+STABILITY: SURFACE MOTION
 DR6501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6501+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6501
 DR6501  HISTORY     - Date     Condition        Report By
 DR6501  HISTORY     - 2019     MONUMENTED       NJDT
 DR6501  HISTORY     - 20200603 GOOD             NJGS
 DR6501
 DR6501                          STATION DESCRIPTION
 DR6501
 DR6501'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6501'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF BEACH HAVEN, 5.4
 DR6501'MI (8.7 KM) EAST-NORTHEAST OF WEST CREEK AND 2.7 MI (4.3 KM) NORTHWEST
 DR6501'OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6501'
 DR6501'TO REACH FROM THE NEW JERSEY STATE HIGHWAY 72 BRIDGE OVER U.S. HIGHWAY
 DR6501'9, GO 2.85 MI (4.59 KM) EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 72
 DR6501'TO THE STATION ON THE LEFT, LOCATED IN THE MEDIAN OF THE EASTBOUND AND
 DR6501'WESTBOUND LANES OF NEW JERSEY STATE HIGHWAY 72.
 DR6501'
 DR6501'IT IS 8.6 FT (2.6 M) WEST OF THE NORTHWEST END OF A CONCRETE BARRIER
 DR6501'DIVIDER, 49.5 FT (15.1 M) SOUTHEAST OF THE CENTER OF A INLET, 25.5 FT
 DR6501'(7.8 M) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF NEW
 DR6501'JERSEY STATE HIGHWAY 72, 94.9 FT (28.9 M) NORTHWEST OF THE CENTER OF
 DR6501'AN INLET AND 100 FT (30.5 M) SOUTHEAST OF STATION 15 D 11.
 DR6501'
 DR6501'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT WESTBOUND BASELINE
 DR6501'MONUMENT (STA 556+44.536 OFFSET R21.971).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6522 ***********************************************************************
 DR6522  DESIGNATION -  15 F 12
 DR6522  PID         -  DR6522
 DR6522  STATE/COUNTY-  NJ/OCEAN
 DR6522  COUNTRY     -  US
 DR6522  USGS QUAD   -  BEACH HAVEN (2019)
 DR6522
 DR6522                         *CURRENT SURVEY CONTROL
 DR6522  ______________________________________________________________________
 DR6522* NAD 83(1986) POSITION- 39 37 10.65   (N) 074 11 46.39   (W)   HD_HELD1
 DR6522* NAVD 88 ORTHO HEIGHT -     2.580 (meters)        8.46  (feet) ADJUSTED
 DR6522  ______________________________________________________________________
 DR6522  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 DR6522  DYNAMIC HEIGHT  -          2.578 (meters)        8.46  (feet) COMP
 DR6522  MODELED GRAVITY -    980,146.3   (mgal)                       NAVD 88
 DR6522
 DR6522  VERT ORDER      -  FIRST     CLASS II
 DR6522
 DR6522.The horizontal coordinates were determined by differentially corrected
 DR6522.hand held GPS observations or other comparable positioning techniques
 DR6522.and have an estimated accuracy of +/- 3 meters.
 DR6522
 DR6522.The orthometric height was determined by differential leveling and
 DR6522.adjusted by the NATIONAL GEODETIC SURVEY
 DR6522.in February 2021.
 DR6522
 DR6522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6522.GEOID18 height accuracy estimate available here.
 DR6522
 DR6522.Click photographs - Photos may exist for this station.
 DR6522
 DR6522.The dynamic height is computed by dividing the NAVD 88
 DR6522.geopotential number by the normal gravity value computed on the
 DR6522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6522.degrees latitude (g = 980.6199 gals.).
 DR6522
 DR6522.The modeled gravity was interpolated from observed gravity values.
 DR6522
 DR6522;                    North         East    Units  Estimated Accuracy
 DR6522;SPC NJ       -    87,329.3     176,081.8     MT  (+/- 3 meters HH1 GPS) 
 DR6522
 DR6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6899085849(NAD 83)
 DR6522
 DR6522                          SUPERSEDED SURVEY CONTROL
 DR6522
 DR6522.No superseded survey control is available for this station.
 DR6522
 DR6522_MARKER: DD = SURVEY DISK
 DR6522_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6522_SP_SET: CURB
 DR6522_STAMPING: 15 F 12 2020
 DR6522_MARK LOGO: USACE
 DR6522_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6522+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6522
 DR6522  HISTORY     - Date     Condition        Report By
 DR6522  HISTORY     - 20200422 MONUMENTED       USACE
 DR6522  HISTORY     - 20200825 GOOD             NJGS
 DR6522
 DR6522                          STATION DESCRIPTION
 DR6522
 DR6522'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6522'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF WEST CREEK, 4.9 MI
 DR6522'(7.9 KM) NORTH-NORTHEAST OF BEACH HAVEN AND 1.8 MI (2.9 KM)
 DR6522'SOUTH-SOUTHWEST OF SHIP BOTTOM, BRANT BEACH, IN LONG BEACH TOWNSHIP.
 DR6522'
 DR6522'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6522'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6522'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 2.3 MI (3.7 KM) TO THE
 DR6522'INTERSECTION WITH EAST 62ND STREET (EAST PAULDING AVENUE).  TURN LEFT
 DR6522'AND GO 0.1 MI (0.2 KM) ON EAST 62ND STREET TO THE STATION ON THE
 DR6522'RIGHT, SET IN A DRILL HOLE IN THE WEST CURB OF 62ND STREET NEAR HOUSE
 DR6522'NUMBER 6200.
 DR6522'
 DR6522'IT IS 16.5 FT (5.0 M) NORTHWEST OF A FIRE HYDRANT, 43 FT (13.1 M)
 DR6522'NORTHWEST OF THE CENTERLINE OF OCEAN AVENUE, 43 FT (13.1 M)
 DR6522'WEST-SOUTHWEST OF POLE NUMBER P7374/BT188, 63.5 FT (19.4 M)
 DR6522'WEST-NORTHWEST OF A BEACH SIGN AND 85 FT (25.9 M) SOUTH-SOUTHEAST OF
 DR6522'POLE NUMBER P7373.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6723 ***********************************************************************
 AB6723  DESIGNATION -  15 F 3
 AB6723  PID         -  AB6723
 AB6723  STATE/COUNTY-  NJ/OCEAN
 AB6723  COUNTRY     -  US
 AB6723  USGS QUAD   -  KESWICK GROVE (2019)
 AB6723
 AB6723                         *CURRENT SURVEY CONTROL
 AB6723  ______________________________________________________________________
 AB6723* NAD 83(1986) POSITION- 39 56 57.89   (N) 074 22 03.61   (W)   HD_HELD1
 AB6723* NAVD 88 ORTHO HEIGHT -    39.074 (meters)      128.20  (feet) ADJUSTED
 AB6723  ______________________________________________________________________
 AB6723  GEOID HEIGHT    -        -32.835 (meters)                     GEOID18
 AB6723  DYNAMIC HEIGHT  -         39.056 (meters)      128.14  (feet) COMP
 AB6723  MODELED GRAVITY -    980,164.4   (mgal)                       NAVD 88
 AB6723
 AB6723  VERT ORDER      -  SECOND    CLASS I
 AB6723
 AB6723.The horizontal coordinates were determined by differentially corrected
 AB6723.hand held GPS observations or other comparable positioning techniques
 AB6723.and have an estimated accuracy of +/- 3 meters.
 AB6723
 AB6723.The orthometric height was determined by differential leveling and
 AB6723.adjusted by the NATIONAL GEODETIC SURVEY
 AB6723.in September 1996.
 AB6723
 AB6723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6723.GEOID18 height accuracy estimate available here.
 AB6723
 AB6723.Click photographs - Photos may exist for this station.
 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       -   123,906.6     161,307.4     MT  (+/- 3 meters HH1 GPS) 
 AB6723
 AB6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5401522334(NAD 83)
 AB6723
 AB6723                          SUPERSEDED SURVEY CONTROL
 AB6723
 AB6723.No superseded survey control is available for this station.
 AB6723
 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 - March 05, 2018
 AB6723
 AB6723  HISTORY     - Date     Condition        Report By
 AB6723  HISTORY     - 1995     MONUMENTED       NJGS
 AB6723  HISTORY     - 20141113 GOOD             GEOCAC
 AB6723  HISTORY     - 20180305 GOOD             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.
 AB6723
 AB6723                          STATION RECOVERY (2014)
 AB6723
 AB6723'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 AB6723'RECOVERED IN GOOD CONDITION.
 AB6723
 AB6723                          STATION RECOVERY (2018)
 AB6723
 AB6723'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AB6723'THE STATION IS ALSO 26.9 M (88.3 FT) EAST-SOUTHEAST OF UTILITY POLE
 AB6723'JC900MC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7263 ***********************************************************************
 AC7263  DESIGNATION -  15 F 3
 AC7263  PID         -  AC7263
 AC7263  STATE/COUNTY-  NJ/OCEAN
 AC7263  COUNTRY     -  US
 AC7263  USGS QUAD   -  SHIP BOTTOM (2019)
 AC7263
 AC7263                         *CURRENT SURVEY CONTROL
 AC7263  ______________________________________________________________________
 AC7263* NAD 83(1986) POSITION- 39 38 11.07   (N) 074 11 11.28   (W)   HD_HELD1
 AC7263* NAVD 88 ORTHO HEIGHT -     1.294 (meters)        4.25  (feet) ADJUSTED
 AC7263  ______________________________________________________________________
 AC7263  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 AC7263  DYNAMIC HEIGHT  -          1.294 (meters)        4.25  (feet) COMP
 AC7263  MODELED GRAVITY -    980,149.0   (mgal)                       NAVD 88
 AC7263
 AC7263  VERT ORDER      -  FIRST     CLASS II
 AC7263
 AC7263.The horizontal coordinates were determined by differentially corrected
 AC7263.hand held GPS observations or other comparable positioning techniques
 AC7263.and have an estimated accuracy of +/- 3 meters.
 AC7263
 AC7263.The orthometric height was determined by differential leveling and
 AC7263.adjusted by the NATIONAL GEODETIC SURVEY
 AC7263.in February 2021.
 AC7263
 AC7263.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7263.GEOID18 height accuracy estimate available here.
 AC7263
 AC7263.Click photographs - Photos may exist for this station.
 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       -    89,195.4     176,912.6     MT  (+/- 3 meters HH1 GPS) 
 AC7263
 AC7263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6981087719(NAD 83)
 AC7263
 AC7263                          SUPERSEDED SURVEY CONTROL
 AC7263
 AC7263  NAVD 88 (04/25/97)    1.287  (m)            4.22   (f) SUPERSEDED  1 1
 AC7263
 AC7263.Superseded values are not recommended for survey control.
 AC7263
 AC7263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7263.See file dsdata.pdf to determine how the superseded data were derived.
 AC7263
 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 1996
 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 - January 29, 2019
 AC7263
 AC7263  HISTORY     - Date     Condition        Report By
 AC7263  HISTORY     - 1996     MONUMENTED       NJGS
 AC7263  HISTORY     - 20060421 GOOD             GEOCAC
 AC7263  HISTORY     - 20100326 GOOD             NJGS
 AC7263  HISTORY     - 20120428 GOOD             INDIV
 AC7263  HISTORY     - 20190129 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AC7263
 AC7263                          STATION RECOVERY (2010)
 AC7263
 AC7263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AC7263'RECOVERED IN GOOD CONDITION.
 AC7263
 AC7263                          STATION RECOVERY (2012)
 AC7263
 AC7263'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 AC7263'RECOVERED IN GOOD CONDITION.
 AC7263
 AC7263                          STATION RECOVERY (2019)
 AC7263
 AC7263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AC7263'THE VENT PIPE IS 7.5 FT (2.3 M) HIGH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5984 ***********************************************************************
 DM5984  DESIGNATION -  15 F 4
 DM5984  PID         -  DM5984
 DM5984  STATE/COUNTY-  NJ/OCEAN
 DM5984  COUNTRY     -  US
 DM5984  USGS QUAD   -  TOMS RIVER (2019)
 DM5984
 DM5984                         *CURRENT SURVEY CONTROL
 DM5984  ______________________________________________________________________
 DM5984* NAD 83(1986) POSITION- 39 56 25.     (N) 074 10 52.     (W)   SCALED
 DM5984* NAVD 88 ORTHO HEIGHT -     1.944 (meters)        6.38  (feet) ADJUSTED
 DM5984  ______________________________________________________________________
 DM5984  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 DM5984  DYNAMIC HEIGHT  -          1.943 (meters)        6.37  (feet) COMP
 DM5984  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 DM5984
 DM5984  VERT ORDER      -  FIRST     CLASS II
 DM5984
 DM5984.The horizontal coordinates were scaled from a map and have
 DM5984.an estimated accuracy of +/- 6 seconds.
 DM5984
 DM5984.The orthometric height was determined by differential leveling and
 DM5984.adjusted by the NATIONAL GEODETIC SURVEY
 DM5984.in May 2011.
 DM5984
 DM5984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5984.GEOID18 height accuracy estimate available here.
 DM5984
 DM5984.Click photographs - Photos may exist for this station.
 DM5984
 DM5984.The dynamic height is computed by dividing the NAVD 88
 DM5984.geopotential number by the normal gravity value computed on the
 DM5984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5984.degrees latitude (g = 980.6199 gals.).
 DM5984
 DM5984.The modeled gravity was interpolated from observed gravity values.
 DM5984
 DM5984;                    North         East    Units  Estimated Accuracy
 DM5984;SPC NJ       -   122,930.      177,250.      MT  (+/- 180 meters Scaled)
 DM5984
 DM5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK699214(NAD 83)
 DM5984
 DM5984                          SUPERSEDED SURVEY CONTROL
 DM5984
 DM5984.No superseded survey control is available for this station.
 DM5984
 DM5984_MARKER: DD = SURVEY DISK
 DM5984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM5984_SP_SET: PIPE HEADWALL
 DM5984_STAMPING: 15 F 4 2006
 DM5984_MARK LOGO: NJGS
 DM5984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5984+STABILITY: SURFACE MOTION
 DM5984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5984+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DM5984
 DM5984  HISTORY     - Date     Condition        Report By
 DM5984  HISTORY     - 20060828 MONUMENTED       NJGS
 DM5984
 DM5984                          STATION DESCRIPTION
 DM5984
 DM5984'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5984'THE STATION IS LOCATED IN BEACHWOOD BOROUGH, SET IN A DRILL HOLE IN
 DM5984'THE TOP OF A LARGE PIPE HEADWALL WHICH DRAINS INTO TOMS RIVER AT THE
 DM5984'NORTHEAST END OF HARPOON STREET.
 DM5984'
 DM5984'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 9 AND HARPOON
 DM5984'STREET, GO 0.3 MI (0.48 KM) NORTHEAST ON HARPOON STREET TO THE STATION
 DM5984'AHEAD AT THE WATERS EDGE.
 DM5984'
 DM5984'THE STATION IS 13.0 M (42.7 FT) NORTHEAST OF AN INLET AT THE NORTHEAST
 DM5984'END OF HARPOON STREET, 46.4 M (152.2 FT) NORTHEAST OF THE CENTERLINE
 DM5984'OF BAY AVENUE, 8.3 M (27.2 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 DM5984'OF A WALL FOR A STUCCO HOUSE ON THE EAST SIDE OF HARPOON STREET, 41.0
 DM5984'M (134.5 FT) NORTH-NORTHEAST OF POLE NUMBER JC982BE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7926 ***********************************************************************
 DP7926  DESIGNATION -  15 F 5
 DP7926  PID         -  DP7926
 DP7926  STATE/COUNTY-  NJ/OCEAN
 DP7926  COUNTRY     -  US
 DP7926  USGS QUAD   -  SEASIDE PARK (2019)
 DP7926
 DP7926                         *CURRENT SURVEY CONTROL
 DP7926  ______________________________________________________________________
 DP7926* NAD 83(1986) POSITION- 39 58 40.52   (N) 074 04 03.24   (W)   HD_HELD1
 DP7926* NAVD 88 ORTHO HEIGHT -     1.105 (meters)        3.63  (feet) ADJUSTED
 DP7926  ______________________________________________________________________
 DP7926  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 DP7926  DYNAMIC HEIGHT  -          1.105 (meters)        3.63  (feet) COMP
 DP7926  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 DP7926
 DP7926  VERT ORDER      -  FIRST     CLASS II
 DP7926
 DP7926.The horizontal coordinates were determined by differentially corrected
 DP7926.hand held GPS observations or other comparable positioning techniques
 DP7926.and have an estimated accuracy of +/- 3 meters.
 DP7926
 DP7926.The orthometric height was determined by differential leveling and
 DP7926.adjusted by the NATIONAL GEODETIC SURVEY
 DP7926.in March 2017.
 DP7926
 DP7926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7926.GEOID18 height accuracy estimate available here.
 DP7926
 DP7926.Click photographs - Photos may exist for this station.
 DP7926
 DP7926.The dynamic height is computed by dividing the NAVD 88
 DP7926.geopotential number by the normal gravity value computed on the
 DP7926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7926.degrees latitude (g = 980.6199 gals.).
 DP7926
 DP7926.The modeled gravity was interpolated from observed gravity values.
 DP7926
 DP7926;                    North         East    Units  Estimated Accuracy
 DP7926;SPC NJ       -   127,152.8     186,935.4     MT  (+/- 3 meters HH1 GPS) 
 DP7926
 DP7926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7961825723(NAD 83)
 DP7926
 DP7926                          SUPERSEDED SURVEY CONTROL
 DP7926
 DP7926  NAVD 88 (09/24/15)    1.141  (m)            3.74   (f) SUPERSEDED  1 2
 DP7926
 DP7926.Superseded values are not recommended for survey control.
 DP7926
 DP7926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7926.See file dsdata.pdf to determine how the superseded data were derived.
 DP7926
 DP7926_MARKER: DD = SURVEY DISK
 DP7926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP7926_SP_SET: ELECTRICAL BOX FOUNDATION
 DP7926_STAMPING: 15 F 5 2012
 DP7926_MARK LOGO: NJGS
 DP7926_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7926+STABILITY: SURFACE MOTION
 DP7926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7926+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7926
 DP7926  HISTORY     - Date     Condition        Report By
 DP7926  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7926  HISTORY     - 20160411 GOOD             NJGS
 DP7926
 DP7926                          STATION DESCRIPTION
 DP7926
 DP7926'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7926'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH OF POINT PLEASANT,
 DP7926'7.1 MI (11.4 KM) EAST-NORTHEAST OF TOMS RIVER AND 3.6 MI (5.8 KM)
 DP7926'NORTH OF SEASIDE PARK.
 DP7926'
 DP7926'THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE, ON THE NORTHEAST
 DP7926'CORNER OF THE INTERSECTION OF GRAND CENTRAL AVENUE (STATE HIGHWAY 35
 DP7926'NORTHBOUND) AND ORTLEY AVENUE, SET FLUSH IN A DRILL HOLE AT THE
 DP7926'NORTHWEST CORNER OF A NEW JERSEY DEPARTMENT OF TRANSPORTATION
 DP7926'RECTANGULAR CONCRETE ELECTRICAL UTILITY BOX.
 DP7926'
 DP7926'THE STATION IS 2.5 FT (0.8 M) EAST FROM THE EAST CURB OF STATE HIGHWAY
 DP7926'35 NORTHBOUND, 16.5 FT (5.0 M) NORTH FROM THE CENTERLINE OF ORTLEY
 DP7926'AVENUE, 20.0 FT (6.1 M) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 DP7926'HOUSE NUMBER 99 AND 97.5 FT (29.7 M) SOUTH FROM WOOD UTILITY POLE
 DP7926'NUMBER JC 314 LV, 1 FT (0.3 M) SOUTH OF A WITNESS POST.
 DP7926
 DP7926                          STATION RECOVERY (2016)
 DP7926
 DP7926'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7926'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7957 ***********************************************************************
 DP7957  DESIGNATION -  15 F 6
 DP7957  PID         -  DP7957
 DP7957  STATE/COUNTY-  NJ/OCEAN
 DP7957  COUNTRY     -  US
 DP7957  USGS QUAD   -  SEASIDE PARK (2019)
 DP7957
 DP7957                         *CURRENT SURVEY CONTROL
 DP7957  ______________________________________________________________________
 DP7957* NAD 83(1986) POSITION- 39 55 07.19   (N) 074 04 45.47   (W)   HD_HELD1
 DP7957* NAVD 88 ORTHO HEIGHT -     1.683 (meters)        5.52  (feet) ADJUSTED
 DP7957  ______________________________________________________________________
 DP7957  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 DP7957  DYNAMIC HEIGHT  -          1.683 (meters)        5.52  (feet) COMP
 DP7957  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DP7957
 DP7957  VERT ORDER      -  FIRST     CLASS II
 DP7957
 DP7957.The horizontal coordinates were determined by differentially corrected
 DP7957.hand held GPS observations or other comparable positioning techniques
 DP7957.and have an estimated accuracy of +/- 3 meters.
 DP7957
 DP7957.The orthometric height was determined by differential leveling and
 DP7957.adjusted by the NATIONAL GEODETIC SURVEY
 DP7957.in September 2015.
 DP7957
 DP7957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7957.GEOID18 height accuracy estimate available here.
 DP7957
 DP7957.Click photographs - Photos may exist for this station.
 DP7957
 DP7957.The dynamic height is computed by dividing the NAVD 88
 DP7957.geopotential number by the normal gravity value computed on the
 DP7957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7957.degrees latitude (g = 980.6199 gals.).
 DP7957
 DP7957.The modeled gravity was interpolated from observed gravity values.
 DP7957
 DP7957;                    North         East    Units  Estimated Accuracy
 DP7957;SPC NJ       -   120,569.0     185,964.5     MT  (+/- 3 meters HH1 GPS) 
 DP7957
 DP7957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7868419135(NAD 83)
 DP7957
 DP7957                          SUPERSEDED SURVEY CONTROL
 DP7957
 DP7957.No superseded survey control is available for this station.
 DP7957
 DP7957_MARKER: DD = SURVEY DISK
 DP7957_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DP7957_SP_SET: ANTENNA FOUNDATION
 DP7957_STAMPING: 15 F 6 2012
 DP7957_MARK LOGO: NJGS
 DP7957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP7957+STABILITY: POSITION/ELEVATION WELL
 DP7957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7957+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7957
 DP7957  HISTORY     - Date     Condition        Report By
 DP7957  HISTORY     - 20120314 MONUMENTED       NJGS
 DP7957  HISTORY     - 20160411 GOOD             NJGS
 DP7957
 DP7957                          STATION DESCRIPTION
 DP7957
 DP7957'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7957'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF FORKED
 DP7957'RIVER, 6.8 MI (10.9 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE
 DP7957'BOROUGH OF SEASIDE PARK.
 DP7957'
 DP7957'THE STATION IS ON THE EAST SIDE OF SOUTH CENTRAL AVENUE (STATE HIGHWAY
 DP7957'35), SET FLUSH IN A DRILL HOLE AT THE SOUTHWEST CORNER OF AN ANTENNA
 DP7957'FOUNDATION ON THE WEST SIDE OF THE BUILDING CONTAINING THE MUNICIPAL
 DP7957'POLICE AND FIRE DEPARTMENT HEADQUARTERS.
 DP7957'
 DP7957'THE STATION IS 75.0 FT (22.9 M) EAST FROM THE CENTERLINE OF THE
 DP7957'SOUTHBOUND LANES OF SOUTH CENTRAL AVENUE, 106.0 FT (32.3 M) NORTH FROM
 DP7957'WOOD UTILITY POLE NUMBER BT120, 56.0 FT (17.1 M) NORTH FROM THE
 DP7957'SOUTHWEST CORNER OF THE FIRE DEPARTMENT GARAGE, 2.0 FT (0.6 M)
 DP7957'NORTHEAST FROM THE SOUTHWEST CORNER OF THE FOUNDATION AND 16.6 FT (5.1
 DP7957'M) SOUTH FROM THE SOUTHWEST CORNER OF A CONCRETE HANDICAP RAMP LEADING
 DP7957'TO AN ENTRANCE ON THE WEST SIDE OF THE POLICE DEPARTMENT HEADQUARTERS.
 DP7957'THE STATION IS LOCATED WITHIN A FENCED IN AREA OF THE ANTENNA
 DP7957'FOUNDATION.
 DP7957
 DP7957                          STATION RECOVERY (2016)
 DP7957
 DP7957'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7957'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3982 ***********************************************************************
 DQ3982  DESIGNATION -  15 F 7
 DQ3982  PID         -  DQ3982
 DQ3982  STATE/COUNTY-  NJ/OCEAN
 DQ3982  COUNTRY     -  US
 DQ3982  USGS QUAD   -  POINT PLEASANT (2019)
 DQ3982
 DQ3982                         *CURRENT SURVEY CONTROL
 DQ3982  ______________________________________________________________________
 DQ3982* NAD 83(1986) POSITION- 40 04 04.47   (N) 074 02 39.13   (W)   HD_HELD1
 DQ3982* NAVD 88 ORTHO HEIGHT -     1.680 (meters)        5.51  (feet) ADJUSTED
 DQ3982  ______________________________________________________________________
 DQ3982  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 DQ3982  DYNAMIC HEIGHT  -          1.680 (meters)        5.51  (feet) COMP
 DQ3982  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 DQ3982
 DQ3982  VERT ORDER      -  FIRST     CLASS II
 DQ3982
 DQ3982.The horizontal coordinates were determined by differentially corrected
 DQ3982.hand held GPS observations or other comparable positioning techniques
 DQ3982.and have an estimated accuracy of +/- 3 meters.
 DQ3982
 DQ3982.The orthometric height was determined by differential leveling and
 DQ3982.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3982.in March 2017.
 DQ3982
 DQ3982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3982.GEOID18 height accuracy estimate available here.
 DQ3982
 DQ3982.Click photographs - Photos may exist for this station.
 DQ3982
 DQ3982.The dynamic height is computed by dividing the NAVD 88
 DQ3982.geopotential number by the normal gravity value computed on the
 DQ3982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3982.degrees latitude (g = 980.6199 gals.).
 DQ3982
 DQ3982.The modeled gravity was interpolated from observed gravity values.
 DQ3982
 DQ3982;                    North         East    Units  Estimated Accuracy
 DQ3982;SPC NJ       -   137,153.4     188,879.9     MT  (+/- 3 meters HH1 GPS) 
 DQ3982
 DQ3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8150635732(NAD 83)
 DQ3982
 DQ3982                          SUPERSEDED SURVEY CONTROL
 DQ3982
 DQ3982.No superseded survey control is available for this station.
 DQ3982
 DQ3982_MARKER: DD = SURVEY DISK
 DQ3982_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ3982+WITH SETTING: PAVEMENT
 DQ3982_SP_SET: JUNCTION BOX
 DQ3982_STAMPING: 15 F 7 2015
 DQ3982_MARK LOGO: NJGS
 DQ3982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3982+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 DQ3982
 DQ3982  HISTORY     - Date     Condition        Report By
 DQ3982  HISTORY     - 20151109 MONUMENTED       NJGS
 DQ3982
 DQ3982                          STATION DESCRIPTION
 DQ3982
 DQ3982'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3982'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF
 DQ3982'LAKEWOOD, 1.7 MI (2.7 KM) SOUTHEAST OF POINT PLEASANT AND 1.6 MI (2.6
 DQ3982'KM) SOUTH OF POINT PLEASANT BEACH, IN THE BOROUGH OF BAY HEAD.
 DQ3982'
 DQ3982'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF AN
 DQ3982'ELECTRICAL JUNCTION BOX ON THE NORTHEAST CORNER OF THE JUNCTION OF
 DQ3982'NORTHBOUND NEW JERSEY STATE ROUTE 35 AND MOUNT STREET.
 DQ3982'
 DQ3982'THE STATION IS 2 FT (0.6 M) EAST OF THE EAST CURB OF NORTHBOUND LANES
 DQ3982'OF NEW JERSEY STATE ROUTE 35, 47.5 FT (14.5 M) NORTH OF THE CENTERLINE
 DQ3982'OF MOUNT STREET, 13 FT (4.0 M) SOUTH-SOUTHWEST OF A NJDT FIBER OPTIC
 DQ3982'MANHOLE, 2.5 FT (0.8 M) WEST OF THE WEST EDGE OF THE SIDEWALK, 22.5 FT
 DQ3982'(6.9 M) EAST OF THE CENTERLINE OF NEW JERSEY STATE ROUTE 35.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4016 ***********************************************************************
 DQ4016  DESIGNATION -  15 F 8
 DQ4016  PID         -  DQ4016
 DQ4016  STATE/COUNTY-  NJ/OCEAN
 DQ4016  COUNTRY     -  US
 DQ4016  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4016
 DQ4016                         *CURRENT SURVEY CONTROL
 DQ4016  ______________________________________________________________________
 DQ4016* NAD 83(1986) POSITION- 39 54 26.17   (N) 074 04 52.06   (W)   HD_HELD1
 DQ4016* NAVD 88 ORTHO HEIGHT -     1.819 (meters)        5.97  (feet) ADJUSTED
 DQ4016  ______________________________________________________________________
 DQ4016  GEOID HEIGHT    -        -33.120 (meters)                     GEOID18
 DQ4016  DYNAMIC HEIGHT  -          1.818 (meters)        5.96  (feet) COMP
 DQ4016  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 DQ4016
 DQ4016  VERT ORDER      -  FIRST     CLASS II
 DQ4016
 DQ4016.The horizontal coordinates were determined by differentially corrected
 DQ4016.hand held GPS observations or other comparable positioning techniques
 DQ4016.and have an estimated accuracy of +/- 3 meters.
 DQ4016
 DQ4016.The orthometric height was determined by differential leveling and
 DQ4016.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4016.in March 2017.
 DQ4016
 DQ4016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4016.GEOID18 height accuracy estimate available here.
 DQ4016
 DQ4016.Click photographs - Photos may exist for this station.
 DQ4016
 DQ4016.The dynamic height is computed by dividing the NAVD 88
 DQ4016.geopotential number by the normal gravity value computed on the
 DQ4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4016.degrees latitude (g = 980.6199 gals.).
 DQ4016
 DQ4016.The modeled gravity was interpolated from observed gravity values.
 DQ4016
 DQ4016;                    North         East    Units  Estimated Accuracy
 DQ4016;SPC NJ       -   119,303.2     185,813.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4016
 DQ4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7854117869(NAD 83)
 DQ4016
 DQ4016                          SUPERSEDED SURVEY CONTROL
 DQ4016
 DQ4016.No superseded survey control is available for this station.
 DQ4016
 DQ4016_MARKER: DD = SURVEY DISK
 DQ4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4016_STAMPING: 15 F 8 2015
 DQ4016_MARK LOGO: NJDT
 DQ4016_PROJECTION: FLUSH
 DQ4016_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4016+STABILITY: SURFACE MOTION
 DQ4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4016+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2022
 DQ4016
 DQ4016  HISTORY     - Date     Condition        Report By
 DQ4016  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4016  HISTORY     - 20151110 GOOD             NJGS
 DQ4016  HISTORY     - 20220202 GOOD             NJGS
 DQ4016
 DQ4016                          STATION DESCRIPTION
 DQ4016
 DQ4016'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4016'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF FORKED
 DQ4016'RIVER, 7.0 MI (11.3 KM) EAST-SOUTHEAST OF TOMS RIVER AND 1.4 MI (2.3
 DQ4016'KM) SOUTH OF SEASIDE PARK.
 DQ4016'
 DQ4016'THE STATION IS LOCATED IN BERKELEY TOWNSHIP WITHIN THE LOCAL COMMUNITY
 DQ4016'OF SOUTH SEASIDE PARK  THE STATION IS SET IN THE WEST SIDE OF A
 DQ4016'TRIANGULAR GRASS PARKING ISLAND BETWEEN THE NORTHBOUND AND SOUTHBOUND
 DQ4016'LANES OF NEW JERSEY STATE ROUTE 35 AT THE JUNCTION WITH 22ND AVENUE.
 DQ4016'
 DQ4016'THE STATION IS 17 FT (5.2 M) NORTH OF THE NORTH CURB OF 22ND AVENUE,
 DQ4016'38 FT (11.6 M) NORTH OF THE CENTERLINE OF 22ND AVENUE, 2.6 FT (0.8 M)
 DQ4016'EAST OF THE EAST CURB OF THE SOUTHBOUND LANES OF NEW JERSEY STATE
 DQ4016'ROUTE 35, 16 FT (4.9 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 DQ4016'OF NEW JERSEY STATE ROUTE 35, 5.8 FT (1.8 M) NORTH OF A SIGN (PED
 DQ4016'XING).
 DQ4016
 DQ4016                          STATION RECOVERY (2022)
 DQ4016
 DQ4016'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DQ4016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4030 ***********************************************************************
 DQ4030  DESIGNATION -  15 F 9
 DQ4030  PID         -  DQ4030
 DQ4030  STATE/COUNTY-  NJ/OCEAN
 DQ4030  COUNTRY     -  US
 DQ4030  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4030
 DQ4030                         *CURRENT SURVEY CONTROL
 DQ4030  ______________________________________________________________________
 DQ4030* NAD 83(1986) POSITION- 39 54 50.80   (N) 074 04 47.84   (W)   HD_HELD1
 DQ4030* NAVD 88 ORTHO HEIGHT -     1.399 (meters)        4.59  (feet) ADJUSTED
 DQ4030  ______________________________________________________________________
 DQ4030  GEOID HEIGHT    -        -33.115 (meters)                     GEOID18
 DQ4030  DYNAMIC HEIGHT  -          1.398 (meters)        4.59  (feet) COMP
 DQ4030  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DQ4030
 DQ4030  VERT ORDER      -  FIRST     CLASS II
 DQ4030
 DQ4030.The horizontal coordinates were determined by differentially corrected
 DQ4030.hand held GPS observations or other comparable positioning techniques
 DQ4030.and have an estimated accuracy of +/- 3 meters.
 DQ4030
 DQ4030.The orthometric height was determined by differential leveling and
 DQ4030.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4030.in March 2017.
 DQ4030
 DQ4030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4030.GEOID18 height accuracy estimate available here.
 DQ4030
 DQ4030.Click photographs - Photos may exist for this station.
 DQ4030
 DQ4030.The dynamic height is computed by dividing the NAVD 88
 DQ4030.geopotential number by the normal gravity value computed on the
 DQ4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4030.degrees latitude (g = 980.6199 gals.).
 DQ4030
 DQ4030.The modeled gravity was interpolated from observed gravity values.
 DQ4030
 DQ4030;                    North         East    Units  Estimated Accuracy
 DQ4030;SPC NJ       -   120,063.3     185,910.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4030
 DQ4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7863318629(NAD 83)
 DQ4030
 DQ4030                          SUPERSEDED SURVEY CONTROL
 DQ4030
 DQ4030.No superseded survey control is available for this station.
 DQ4030
 DQ4030_MARKER: DD = SURVEY DISK
 DQ4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4030_STAMPING: 15 F 9 2016
 DQ4030_MARK LOGO: NJDT
 DQ4030_PROJECTION: FLUSH
 DQ4030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4030+STABILITY: SURFACE MOTION
 DQ4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4030+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2022
 DQ4030
 DQ4030  HISTORY     - Date     Condition        Report By
 DQ4030  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4030  HISTORY     - 20160805 GOOD             NJGS
 DQ4030  HISTORY     - 20220224 GOOD             NJGS
 DQ4030
 DQ4030                          STATION DESCRIPTION
 DQ4030
 DQ4030'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4030'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHEAST OF FORKED
 DQ4030'RIVER, 6.9 MI (11.1 KM) EAST-SOUTHEAST OF TOMS RIVER AND 0.9 MI (1.4
 DQ4030'KM) SOUTH OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4030'
 DQ4030'THE STATION IS LOCATED IN THE NORTH END OF A GRASS TRAFFIC ISLAND FOR
 DQ4030'PARKING SLOTS BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF NEW
 DQ4030'JERSEY STATE ROUTE 35, ABOUT 120 FT (36.6 M) NORTH OF THE CENTERLINE
 DQ4030'OF 13TH AVENUE.
 DQ4030'
 DQ4030'THE STATION IS AT THE NORTH NOSE OF THE PARKING ISLAND, 3.5 FT (1.1 M)
 DQ4030'EAST OF THE EAST CURB OF THE SOUTHBOUND LANES OF NEW JERSEY STATE
 DQ4030'HIGHWAY 35, 16 FT (4.9 M) EAST OF THE CENTERLINE OF NEW JERSEY STATE
 DQ4030'HIGHWAY 35, 120 FT (36.6 M) NORTH OF THE CENTERLINE OF 13TH AVENUE,
 DQ4030'2.5 FT (0.8 M) SOUTH OF THE NORTH NOSE OF THE ISLAND.
 DQ4030
 DQ4030                          STATION RECOVERY (2022)
 DQ4030
 DQ4030'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DQ4030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6775 ***********************************************************************
 KV6775  DESIGNATION -  15 G 1
 KV6775  PID         -  KV6775
 KV6775  STATE/COUNTY-  NJ/OCEAN
 KV6775  COUNTRY     -  US
 KV6775  USGS QUAD   -  LAKEWOOD (2016)
 KV6775
 KV6775                         *CURRENT SURVEY CONTROL
 KV6775  ______________________________________________________________________
 KV6775* NAD 83(2011) POSITION- 40 02 28.53447(N) 074 11 53.25438(W)   ADJUSTED
 KV6775* NAD 83(2011) ELLIP HT-    -5.727 (meters)        (06/27/12)   ADJUSTED
 KV6775* NAD 83(2011) EPOCH   -  2010.00
 KV6775* NAVD 88 ORTHO HEIGHT -    27.2   (meters)       89.    (feet) GPS OBS
 KV6775  ______________________________________________________________________
 KV6775  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6775  GEOID HEIGHT    -        -33.170 (meters)                     GEOID93
 KV6775  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 KV6775  NAD 83(2011) X  -  1,331,538.162 (meters)                     COMP
 KV6775  NAD 83(2011) Y  - -4,704,968.795 (meters)                     COMP
 KV6775  NAD 83(2011) Z  -  4,081,490.274 (meters)                     COMP
 KV6775  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 KV6775
 KV6775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6775  Standards:
 KV6775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6775  -------------------------------------------------------------------
 KV6775  NETWORK    0.95   1.22           0.35   0.42   0.62     -0.04458162
 KV6775  -------------------------------------------------------------------
 KV6775  Click here for local accuracies and other accuracy information.
 KV6775
 KV6775.The horizontal coordinates were established by GPS observations
 KV6775.and adjusted by the National Geodetic Survey in June 2012.
 KV6775
 KV6775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6775.been affixed to the stable North American tectonic plate. See 
 KV6775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6775
 KV6775.The horizontal coordinates are valid at the epoch date displayed above
 KV6775.which is a decimal equivalence of Year/Month/Day.
 KV6775
 KV6775.The orthometric height was determined by GPS observations and a
 KV6775.high-resolution geoid model.
 KV6775
 KV6775.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6775.GEOID18 height accuracy estimate available here.
 KV6775
 KV6775.Click photographs - Photos may exist for this station.
 KV6775
 KV6775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6775
 KV6775.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6775
 KV6775.The ellipsoidal height was determined by GPS observations
 KV6775.and is referenced to NAD 83.
 KV6775
 KV6775. The following values were computed from the NAD 83(2011) position.
 KV6775
 KV6775;                    North         East     Units Scale Factor Converg.
 KV6775;SPC NJ       -   134,138.866   175,760.089   MT  0.99990817   +0 11 39.1
 KV6775;SPC NJ       -   440,087.26    576,639.56   sFT  0.99990817   +0 11 39.1
 KV6775;UTM  18      - 4,432,644.614   568,406.881   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 04.6
 KV6775:UTM  18      -  15 H 1                                   004 47 46.5
 KV6775
 KV6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6840632644(NAD 83)
 KV6775
 KV6775|---------------------------------------------------------------------|
 KV6775| PID    Reference Object                     Distance      Geod. Az  |
 KV6775|                                                           dddmmss.s |
 KV6775| KV6776 15 H 1                              APPROX. 0.5 KM 0051843.7 |
 KV6775|---------------------------------------------------------------------|
 KV6775
 KV6775                          SUPERSEDED SURVEY CONTROL
 KV6775
 KV6775  NAD 83(2007)-  40 02 28.53488(N)    074 11 53.25485(W) AD(2002.00) 0
 KV6775  ELLIP H (02/10/07)   -5.719  (m)                       GP(2002.00)    
 KV6775  ELLIP H (10/23/02)   -5.706  (m)                       GP(       ) 4 1
 KV6775  NAD 83(1996)-  40 02 28.53457(N)    074 11 53.25453(W) AD(       ) 1
 KV6775  ELLIP H (05/14/99)   -5.726  (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
 KV6775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6775.See file dsdata.pdf to determine how the superseded data were derived.
 KV6775
 KV6775_STAMPING: 15 G 1 1989
 KV6775_MARK LOGO: NJGS
 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  HISTORY     - 20200713 MARK NOT FOUND   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.
 KV6775
 KV6775                          STATION RECOVERY (2020)
 KV6775
 KV6775'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6775'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6472 ***********************************************************************
 DR6472  DESIGNATION -  15 G 10
 DR6472  PID         -  DR6472
 DR6472  STATE/COUNTY-  NJ/OCEAN
 DR6472  COUNTRY     -  US
 DR6472  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6472
 DR6472                         *CURRENT SURVEY CONTROL
 DR6472  ______________________________________________________________________
 DR6472* NAD 83(1986) POSITION- 39 39 32.14   (N) 074 11 45.98   (W)   HD_HELD1
 DR6472* NAVD 88 ORTHO HEIGHT -     2.923 (meters)        9.59  (feet) ADJUSTED
 DR6472  ______________________________________________________________________
 DR6472  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 DR6472  DYNAMIC HEIGHT  -          2.921 (meters)        9.58  (feet) COMP
 DR6472  MODELED GRAVITY -    980,153.7   (mgal)                       NAVD 88
 DR6472
 DR6472  VERT ORDER      -  FIRST     CLASS II
 DR6472
 DR6472.The horizontal coordinates were determined by differentially corrected
 DR6472.hand held GPS observations or other comparable positioning techniques
 DR6472.and have an estimated accuracy of +/- 3 meters.
 DR6472
 DR6472.The orthometric height was determined by differential leveling and
 DR6472.adjusted by the NATIONAL GEODETIC SURVEY
 DR6472.in February 2021.
 DR6472
 DR6472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6472.GEOID18 height accuracy estimate available here.
 DR6472
 DR6472.Click photographs - Photos may exist for this station.
 DR6472
 DR6472.The dynamic height is computed by dividing the NAVD 88
 DR6472.geopotential number by the normal gravity value computed on the
 DR6472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6472.degrees latitude (g = 980.6199 gals.).
 DR6472
 DR6472.The modeled gravity was interpolated from observed gravity values.
 DR6472
 DR6472;                    North         East    Units  Estimated Accuracy
 DR6472;SPC NJ       -    91,692.6     176,076.8     MT  (+/- 3 meters HH1 GPS) 
 DR6472
 DR6472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6896090211(NAD 83)
 DR6472
 DR6472                          SUPERSEDED SURVEY CONTROL
 DR6472
 DR6472.No superseded survey control is available for this station.
 DR6472
 DR6472_MARKER: DD = SURVEY DISK
 DR6472_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR6472+WITH SETTING: PAVEMENT
 DR6472_SP_SET: ELECTRICAL CABINET BASE
 DR6472_STAMPING: 15 G 10 2019
 DR6472_MARK LOGO: NJGS
 DR6472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6472+STABILITY: SURFACE MOTION
 DR6472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6472+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DR6472
 DR6472  HISTORY     - Date     Condition        Report By
 DR6472  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6472
 DR6472                          STATION DESCRIPTION
 DR6472
 DR6472'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6472'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF BEACH
 DR6472'HAVEN, 6.2 MI (10.0 KM) EAST-NORTHEAST OF WEST CREEK AND 1.4 MI (2.3
 DR6472'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6472'
 DR6472'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6472'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6472'SHIP BOTTOM, GO 1.3 MI (2.1 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6472'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE
 DR6472'IN THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THREE ELECTRICAL
 DR6472'TRAFFIC CABINETS ON THE NORTHEAST SIDE OF NEW JERSEY STATE ROUTE 72
 DR6472'WESTBOUND LANES ON CEDAR BONNET ISLANDS.
 DR6472'
 DR6472'THE STATION IS 133 FT (40.5 M) NORTHWEST OF THE CENTERLINE EXTENDED OF
 DR6472'A U-TURN MOTION FOR THE WESTBOUND AND EASTBOUND LANES OF NEW JERSEY
 DR6472'STATE ROUTE 72 IN THE CENTER MEDIAN OF NEW JERSEY STATE ROUTE 72, 12.3
 DR6472'FT (3.7 M) NORTHEAST OF THE NORTHEAST EDGE OF WESTBOUND LANES OF NEW
 DR6472'JERSEY STATE ROUTE 72, 68 FT (20.7 M) SOUTHWEST OF THE CENTERLINE OF
 DR6472'CRAB TRAP LANE AND 48 FT (14.6 M) SOUTHWEST OF POLE NUMBER P6967 86659
 DR6472'40285.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6502 ***********************************************************************
 DR6502  DESIGNATION -  15 G 11
 DR6502  PID         -  DR6502
 DR6502  STATE/COUNTY-  NJ/OCEAN
 DR6502  COUNTRY     -  US
 DR6502  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6502
 DR6502                         *CURRENT SURVEY CONTROL
 DR6502  ______________________________________________________________________
 DR6502* NAD 83(1986) POSITION- 39 40 08.27   (N) 074 13 02.76   (W)   HD_HELD1
 DR6502* NAVD 88 ORTHO HEIGHT -     2.771 (meters)        9.09  (feet) ADJUSTED
 DR6502  ______________________________________________________________________
 DR6502  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 DR6502  DYNAMIC HEIGHT  -          2.770 (meters)        9.09  (feet) COMP
 DR6502  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 DR6502
 DR6502  VERT ORDER      -  FIRST     CLASS II
 DR6502
 DR6502.The horizontal coordinates were determined by differentially corrected
 DR6502.hand held GPS observations or other comparable positioning techniques
 DR6502.and have an estimated accuracy of +/- 3 meters.
 DR6502
 DR6502.The orthometric height was determined by differential leveling and
 DR6502.adjusted by the NATIONAL GEODETIC SURVEY
 DR6502.in February 2021.
 DR6502
 DR6502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6502.GEOID18 height accuracy estimate available here.
 DR6502
 DR6502.Click photographs - Photos may exist for this station.
 DR6502
 DR6502.The dynamic height is computed by dividing the NAVD 88
 DR6502.geopotential number by the normal gravity value computed on the
 DR6502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6502.degrees latitude (g = 980.6199 gals.).
 DR6502
 DR6502.The modeled gravity was interpolated from observed gravity values.
 DR6502
 DR6502;                    North         East    Units  Estimated Accuracy
 DR6502;SPC NJ       -    92,800.8     174,243.2     MT  (+/- 3 meters HH1 GPS) 
 DR6502
 DR6502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6712191309(NAD 83)
 DR6502
 DR6502                          SUPERSEDED SURVEY CONTROL
 DR6502
 DR6502.No superseded survey control is available for this station.
 DR6502
 DR6502_MARKER: DD = SURVEY DISK
 DR6502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6502_STAMPING: 15 G 11 2019
 DR6502_MARK LOGO: NJDT
 DR6502_PROJECTION: FLUSH
 DR6502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6502+STABILITY: SURFACE MOTION
 DR6502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6502+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6502
 DR6502  HISTORY     - Date     Condition        Report By
 DR6502  HISTORY     - 2019     MONUMENTED       NJDT
 DR6502  HISTORY     - 20200603 GOOD             NJGS
 DR6502
 DR6502                          STATION DESCRIPTION
 DR6502
 DR6502'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6502'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF BEACH HAVEN, 5.4
 DR6502'MI (8.7 KM) EAST-NORTHEAST OF WEST CREEK AND 2.7 MI (4.3 KM) NORTHWEST
 DR6502'OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6502'
 DR6502'TO REACH FROM THE NEW JERSEY STATE HIGHWAY 72 BRIDGE OVER U.S. HIGHWAY
 DR6502'9, GO 2.85 MI (4.59 KM) EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 72
 DR6502'TO THE STATION ON THE LEFT ACROSS THE HIGHWAY ON THE WESTBOUND SIDE OF
 DR6502'NEW JERSEY STATE HIGHWAY 72, NEAR THE RAMP ONTO NEW JERSEY STATE
 DR6502'HIGHWAY 72 EASTBOUND FROM EAST BAY AVENUE (COUNTY ROUTE 50).
 DR6502'
 DR6502'THE STATION IS 50.8 FT (15.5 M) SOUTH-SOUTHEAST OF AN INLET, 0.5 FT
 DR6502'(15 CM) NORTHEAST OF THE EDGE OF PAVING, 3 FT (0.9 M) NORTHWEST OF THE
 DR6502'EXTENDED CENTERLINE OF THE PILINGS FOR A BILLBOARD (NUMBER 70941), 9
 DR6502'FT (2.7 M) SOUTHWEST AND PERPENDICULAR TO A RETAINING WALL AND 45 FT
 DR6502'(13.7 M) NORTHWEST OF POLE NUMBER P27478.
 DR6502'
 DR6502'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT WESTBOUND BASELINE
 DR6502'MONUMENT (STA 556+44.418 OFFSET L35.263).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6523 ***********************************************************************
 DR6523  DESIGNATION -  15 G 12
 DR6523  PID         -  DR6523
 DR6523  STATE/COUNTY-  NJ/OCEAN
 DR6523  COUNTRY     -  US
 DR6523  USGS QUAD   -  BEACH HAVEN (2019)
 DR6523
 DR6523                         *CURRENT SURVEY CONTROL
 DR6523  ______________________________________________________________________
 DR6523* NAD 83(1986) POSITION- 39 36 24.56   (N) 074 12 20.53   (W)   HD_HELD1
 DR6523* NAVD 88 ORTHO HEIGHT -     1.674 (meters)        5.49  (feet) ADJUSTED
 DR6523  ______________________________________________________________________
 DR6523  GEOID HEIGHT    -        -33.691 (meters)                     GEOID18
 DR6523  DYNAMIC HEIGHT  -          1.673 (meters)        5.49  (feet) COMP
 DR6523  MODELED GRAVITY -    980,144.1   (mgal)                       NAVD 88
 DR6523
 DR6523  VERT ORDER      -  FIRST     CLASS II
 DR6523
 DR6523.The horizontal coordinates were determined by differentially corrected
 DR6523.hand held GPS observations or other comparable positioning techniques
 DR6523.and have an estimated accuracy of +/- 3 meters.
 DR6523
 DR6523.The orthometric height was determined by differential leveling and
 DR6523.adjusted by the NATIONAL GEODETIC SURVEY
 DR6523.in February 2021.
 DR6523
 DR6523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6523.GEOID18 height accuracy estimate available here.
 DR6523
 DR6523.Click photographs - Photos may exist for this station.
 DR6523
 DR6523.The dynamic height is computed by dividing the NAVD 88
 DR6523.geopotential number by the normal gravity value computed on the
 DR6523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6523.degrees latitude (g = 980.6199 gals.).
 DR6523
 DR6523.The modeled gravity was interpolated from observed gravity values.
 DR6523
 DR6523;                    North         East    Units  Estimated Accuracy
 DR6523;SPC NJ       -    85,905.3     175,272.2     MT  (+/- 3 meters HH1 GPS) 
 DR6523
 DR6523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6818884421(NAD 83)
 DR6523
 DR6523                          SUPERSEDED SURVEY CONTROL
 DR6523
 DR6523.No superseded survey control is available for this station.
 DR6523
 DR6523_MARKER: DD = SURVEY DISK
 DR6523_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6523_SP_SET: CURB
 DR6523_STAMPING: 15 G 12 2020
 DR6523_MARK LOGO: USACE
 DR6523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6523+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 DR6523
 DR6523  HISTORY     - Date     Condition        Report By
 DR6523  HISTORY     - 20200422 MONUMENTED       USACE
 DR6523  HISTORY     - 20200825 GOOD             NJGS
 DR6523  HISTORY     - 20250401 GOOD             GRAGEL
 DR6523
 DR6523                          STATION DESCRIPTION
 DR6523
 DR6523'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6523'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-SOUTHEAST OF WEST
 DR6523'CREEK, 3.9 MI (6.3 KM) NORTH-NORTHEAST OF BEACH HAVEN AND 2.8 MI (4.5
 DR6523'KM) SOUTH-SOUTHWEST OF SHIP BOTTOM, BRIGHTON BEACH, IN LONG BEACH
 DR6523'TOWNSHIP.
 DR6523'
 DR6523'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6523'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6523'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 3.35 MI (5.39 KM) TO THE
 DR6523'INTERSECTION WITH EAST 86TH STREET.  TURN LEFT AND GO 0.1 MI (0.2 KM)
 DR6523'ON EAST 86TH STREET TO THE STATION ON THE LEFT, SET IN A DRILL HOLE IN
 DR6523'THE WEST CURB OF BEACH AVENUE, IN FRONT OF HOUSE NUMBER 8600.
 DR6523'
 DR6523'IT IS 12 FT (3.7 M) SOUTHWEST OF AN INLET, 15 FT (4.6 M) NORTHWEST OF
 DR6523'THE CENTERLINE OF BEACH AVENUE, 61 FT (18.6 M) SOUTHWEST OF A FIRE
 DR6523'HYDRANT, 68 FT (20.7 M) WEST OF POLE NUMBER VZ147 AND 72 FT (21.9 M)
 DR6523'NORTH OF POLE NUMBER P20312.
 DR6523
 DR6523                          STATION RECOVERY (2025)
 DR6523
 DR6523'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2025 (MJ)
 DR6523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7260 ***********************************************************************
 AC7260  DESIGNATION -  15 G 3
 AC7260  PID         -  AC7260
 AC7260  STATE/COUNTY-  NJ/OCEAN
 AC7260  COUNTRY     -  US
 AC7260  USGS QUAD   -  BEACH HAVEN (2019)
 AC7260
 AC7260                         *CURRENT SURVEY CONTROL
 AC7260  ______________________________________________________________________
 AC7260* NAD 83(1986) POSITION- 39 35 29.85   (N) 074 13 09.62   (W)   HD_HELD1
 AC7260* NAVD 88 ORTHO HEIGHT -     1.584 (meters)        5.20  (feet) ADJUSTED
 AC7260  ______________________________________________________________________
 AC7260  GEOID HEIGHT    -        -33.731 (meters)                     GEOID18
 AC7260  DYNAMIC HEIGHT  -          1.583 (meters)        5.19  (feet) COMP
 AC7260  MODELED GRAVITY -    980,141.5   (mgal)                       NAVD 88
 AC7260
 AC7260  VERT ORDER      -  FIRST     CLASS II
 AC7260
 AC7260.The horizontal coordinates were determined by differentially corrected
 AC7260.hand held GPS observations or other comparable positioning techniques
 AC7260.and have an estimated accuracy of +/- 3 meters.
 AC7260
 AC7260.The orthometric height was determined by differential leveling and
 AC7260.adjusted by the NATIONAL GEODETIC SURVEY
 AC7260.in February 2021.
 AC7260
 AC7260.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7260.GEOID18 height accuracy estimate available here.
 AC7260
 AC7260.Click photographs - Photos may exist for this station.
 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       -    84,214.4     174,106.5     MT  (+/- 3 meters HH1 GPS) 
 AC7260
 AC7260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6703282724(NAD 83)
 AC7260
 AC7260                          SUPERSEDED SURVEY CONTROL
 AC7260
 AC7260  NAVD 88 (04/25/97)    1.577  (m)            5.17   (f) SUPERSEDED  1 1
 AC7260
 AC7260.Superseded values are not recommended for survey control.
 AC7260
 AC7260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7260.See file dsdata.pdf to determine how the superseded data were derived.
 AC7260
 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 - April 23, 2019
 AC7260
 AC7260  HISTORY     - Date     Condition        Report By
 AC7260  HISTORY     - 1996     MONUMENTED       NJGS
 AC7260  HISTORY     - 20100326 GOOD             NJGS
 AC7260  HISTORY     - 20190321 GOOD             NJGS
 AC7260  HISTORY     - 20190423 GOOD             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.
 AC7260
 AC7260                          STATION RECOVERY (2010)
 AC7260
 AC7260'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AC7260'RECOVERED IN GOOD CONDITION.
 AC7260
 AC7260                          STATION RECOVERY (2019)
 AC7260
 AC7260'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AC7260'RECOVERED IN GOOD CONDITION.
 AC7260
 AC7260                          STATION RECOVERY (2019)
 AC7260
 AC7260'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 AC7260'RECOVERED IN GOOD CONDITION.
 AC7260'
 AC7260'NOTE-ADD-THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-SOUTHEAST OF
 AC7260'WEST CREEK, 4.1 MI (6.6 KM) SOUTH-SOUTHWEST OF SHIP BOTTOM AND 2.6 MI
 AC7260'(4.2 KM) NORTH-NORTHEAST OF BEACH HAVEN, LONG BEACH TOWNSHIP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5985 ***********************************************************************
 DM5985  DESIGNATION -  15 G 4
 DM5985  PID         -  DM5985
 DM5985  STATE/COUNTY-  NJ/OCEAN
 DM5985  COUNTRY     -  US
 DM5985  USGS QUAD   -  TOMS RIVER (2019)
 DM5985
 DM5985                         *CURRENT SURVEY CONTROL
 DM5985  ______________________________________________________________________
 DM5985* NAD 83(1986) POSITION- 39 57 51.     (N) 074 12 23.     (W)   SCALED
 DM5985* NAVD 88 ORTHO HEIGHT -     9.394 (meters)       30.82  (feet) ADJUSTED
 DM5985  ______________________________________________________________________
 DM5985  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 DM5985  DYNAMIC HEIGHT  -          9.390 (meters)       30.81  (feet) COMP
 DM5985  MODELED GRAVITY -    980,161.4   (mgal)                       NAVD 88
 DM5985
 DM5985  VERT ORDER      -  FIRST     CLASS II
 DM5985
 DM5985.The horizontal coordinates were scaled from a map and have
 DM5985.an estimated accuracy of +/- 6 seconds.
 DM5985
 DM5985.The orthometric height was determined by differential leveling and
 DM5985.adjusted by the NATIONAL GEODETIC SURVEY
 DM5985.in May 2011.
 DM5985
 DM5985.No vertical observational check was made to the station.
 DM5985
 DM5985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5985.GEOID18 height accuracy estimate available here.
 DM5985
 DM5985.Click photographs - Photos may exist for this station.
 DM5985
 DM5985.The dynamic height is computed by dividing the NAVD 88
 DM5985.geopotential number by the normal gravity value computed on the
 DM5985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5985.degrees latitude (g = 980.6199 gals.).
 DM5985
 DM5985.The modeled gravity was interpolated from observed gravity values.
 DM5985
 DM5985;                    North         East    Units  Estimated Accuracy
 DM5985;SPC NJ       -   125,580.      175,080.      MT  (+/- 180 meters Scaled)
 DM5985
 DM5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK677240(NAD 83)
 DM5985
 DM5985                          SUPERSEDED SURVEY CONTROL
 DM5985
 DM5985.No superseded survey control is available for this station.
 DM5985
 DM5985_MARKER: DD = SURVEY DISK
 DM5985_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM5985_SP_SET: BRIDGE RETAINING WALL
 DM5985_STAMPING: 15 G 4 2006
 DM5985_MARK LOGO: NJGS
 DM5985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5985+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DM5985
 DM5985  HISTORY     - Date     Condition        Report By
 DM5985  HISTORY     - 20060828 MONUMENTED       NJGS
 DM5985
 DM5985                          STATION DESCRIPTION
 DM5985
 DM5985'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5985'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, SET IN A DRILL
 DM5985'HOLE IN THE EAST END OF THE WINGWALL FOR THE GARDEN STATE PARKWAY
 DM5985'NORTHERLY ABUTMENT.IN NORTHEAST CLOVERLEAF JUNCTION FORMED BY THE EXIT
 DM5985'RAMP FROM THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY (EXIT 82)
 DM5985'ONTO THE WESTBOUND LANES OF NJ ROUTE 37.
 DM5985'
 DM5985'THE STATION IS 12.1 M (39.7 FT) NORTH-NORTHEAST OF THE NORTHEAST CURB
 DM5985'OF WESTBOUND LANES OF ROUTE 37, 6.0 M (19.7 FT) EAST OF THE EAST CURB
 DM5985'OF THE EAST CURB OF THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY,
 DM5985'11.0 M (36.1 FT) NORTHEAST OF THE NORTH LEG FOR A SIGN (SOUTH 9 GSP -
 DM5985'ATLANTIC CITY) WITH A NJGS WITNESS SIGN ATTACHED, 8.7 M (28.5 FT)
 DM5985'NORTH-NORTHEAST OF THE SOUTH FACE OF THE NORTH ABUTMENT OF THE GARDEN
 DM5985'STATE PARKWAY BRIDGE.  THE STATION IS ABOUT 2 FT (0.6 M) ABOVE THE
 DM5985'GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7927 ***********************************************************************
 DP7927  DESIGNATION -  15 G 5
 DP7927  PID         -  DP7927
 DP7927  STATE/COUNTY-  NJ/OCEAN
 DP7927  COUNTRY     -  US
 DP7927  USGS QUAD   -  SEASIDE PARK (2019)
 DP7927
 DP7927                         *CURRENT SURVEY CONTROL
 DP7927  ______________________________________________________________________
 DP7927* NAD 83(1986) POSITION- 39 58 52.35   (N) 074 04 00.89   (W)   HD_HELD1
 DP7927* NAVD 88 ORTHO HEIGHT -     1.057 (meters)        3.47  (feet) ADJUSTED
 DP7927  ______________________________________________________________________
 DP7927  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 DP7927  DYNAMIC HEIGHT  -          1.056 (meters)        3.46  (feet) COMP
 DP7927  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 DP7927
 DP7927  VERT ORDER      -  FIRST     CLASS II
 DP7927
 DP7927.The horizontal coordinates were determined by differentially corrected
 DP7927.hand held GPS observations or other comparable positioning techniques
 DP7927.and have an estimated accuracy of +/- 3 meters.
 DP7927
 DP7927.The orthometric height was determined by differential leveling and
 DP7927.adjusted by the NATIONAL GEODETIC SURVEY
 DP7927.in September 2015.
 DP7927
 DP7927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7927.GEOID18 height accuracy estimate available here.
 DP7927
 DP7927.Click photographs - Photos may exist for this station.
 DP7927
 DP7927.The dynamic height is computed by dividing the NAVD 88
 DP7927.geopotential number by the normal gravity value computed on the
 DP7927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7927.degrees latitude (g = 980.6199 gals.).
 DP7927
 DP7927.The modeled gravity was interpolated from observed gravity values.
 DP7927
 DP7927;                    North         East    Units  Estimated Accuracy
 DP7927;SPC NJ       -   127,517.9     186,989.4     MT  (+/- 3 meters HH1 GPS) 
 DP7927
 DP7927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7967026088(NAD 83)
 DP7927
 DP7927                          SUPERSEDED SURVEY CONTROL
 DP7927
 DP7927.No superseded survey control is available for this station.
 DP7927
 DP7927_STAMPING: 15 G 5 2012
 DP7927_MARK LOGO: NJGS
 DP7927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7927+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7927
 DP7927  HISTORY     - Date     Condition        Report By
 DP7927  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7927  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7927
 DP7927                          STATION DESCRIPTION
 DP7927
 DP7927'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7927'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF TOMS
 DP7927'RIVER, 7.0 MI (11.3 KM) SOUTH OF POINT PLEASANT AND 3.8 MI (6.1 KM)
 DP7927'NORTH OF SEASIDE PARK.
 DP7927'
 DP7927'THE STATION IS LOCATED IN TOWNSHIP OF TOMS RIVER, IN THE LOCAL
 DP7927'COMMUNITY OF OCEAN BEACH.
 DP7927'
 DP7927'THE STATION IS ON THE WEST SIDE OF GRAND CENTRAL AVENUE (STATE HIGHWAY
 DP7927'35 NORTHBOUND), SET FLUSH IN A DRILL HOLE IN A CONCRETE CURB BETWEEN
 DP7927'THE TEE INTERSECTIONS OF WEST BEACH WAY AND WEST CHANNEL WAY.
 DP7927'
 DP7927'THE STATION IS 33.0 FT (10.1 M) WEST FROM THE CENTERLINE OF STATE
 DP7927'HIGHWAY 35 NORTHBOUND, 6.2 FT (1.9 M) EAST-NORTHEAST FROM WOOD UTILITY
 DP7927'POLE NUMBER BT 5452 DVT, 31.0 FT (9.4 M) SOUTH FROM THE CENTERLINE OF
 DP7927'WEST BEACH WAY AND 37.0 FT (11.3 M) NORTH FROM THE CENTERLINE OF WEST
 DP7927'CHANNEL WAY, 1 FT (0.3 M) EAST A WITNESS POST..
 DP7927
 DP7927                          STATION RECOVERY (2015)
 DP7927
 DP7927'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7927'THE STRUCTURE, CURB, INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7958 ***********************************************************************
 DP7958  DESIGNATION -  15 G 6
 DP7958  PID         -  DP7958
 DP7958  STATE/COUNTY-  NJ/OCEAN
 DP7958  COUNTRY     -  US
 DP7958  USGS QUAD   -  SEASIDE PARK (2019)
 DP7958
 DP7958                         *CURRENT SURVEY CONTROL
 DP7958  ______________________________________________________________________
 DP7958* NAD 83(1986) POSITION- 39 54 52.11   (N) 074 04 55.16   (W)   HD_HELD1
 DP7958* NAVD 88 ORTHO HEIGHT -     1.329 (meters)        4.36  (feet) ADJUSTED
 DP7958  ______________________________________________________________________
 DP7958  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 DP7958  DYNAMIC HEIGHT  -          1.328 (meters)        4.36  (feet) COMP
 DP7958  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DP7958
 DP7958  VERT ORDER      -  FIRST     CLASS II
 DP7958
 DP7958.The horizontal coordinates were determined by differentially corrected
 DP7958.hand held GPS observations or other comparable positioning techniques
 DP7958.and have an estimated accuracy of +/- 3 meters.
 DP7958
 DP7958.The orthometric height was determined by differential leveling and
 DP7958.adjusted by the NATIONAL GEODETIC SURVEY
 DP7958.in September 2015.
 DP7958
 DP7958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7958.GEOID18 height accuracy estimate available here.
 DP7958
 DP7958.Click photographs - Photos may exist for this station.
 DP7958
 DP7958.The dynamic height is computed by dividing the NAVD 88
 DP7958.geopotential number by the normal gravity value computed on the
 DP7958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7958.degrees latitude (g = 980.6199 gals.).
 DP7958
 DP7958.The modeled gravity was interpolated from observed gravity values.
 DP7958
 DP7958;                    North         East    Units  Estimated Accuracy
 DP7958;SPC NJ       -   120,102.8     185,736.6     MT  (+/- 3 meters HH1 GPS) 
 DP7958
 DP7958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7845918668(NAD 83)
 DP7958
 DP7958                          SUPERSEDED SURVEY CONTROL
 DP7958
 DP7958.No superseded survey control is available for this station.
 DP7958
 DP7958_MARKER: DD = SURVEY DISK
 DP7958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7958_SP_SET: WATER TANK LEG BASE
 DP7958_STAMPING: 15 G 6 2012
 DP7958_MARK LOGO: NJGS
 DP7958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7958+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7958
 DP7958  HISTORY     - Date     Condition        Report By
 DP7958  HISTORY     - 20120314 MONUMENTED       NJGS
 DP7958  HISTORY     - 20160411 GOOD             NJGS
 DP7958
 DP7958                          STATION DESCRIPTION
 DP7958
 DP7958'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7958'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF FORKED
 DP7958'RIVER, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF TOMS RIVER AND 0.9 MI (1.4
 DP7958'KM) SOUTH-SOUTHWEST OF SEASIDE PARK.
 DP7958'
 DP7958'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE PARK.
 DP7958'
 DP7958'THE STATION IS ON THE EAST SIDE OF BARNEGAT AVENUE, WITHIN THE
 DP7958'BOUNDARY OF THE MUNICIPAL PUBLIC WORKS DEPARTMENT AND WATER STORAGE
 DP7958'FACILITY, SET FLUSH IN A DRILL HOLE AT THE SOUTHWEST CORNER OF THE
 DP7958'FOUNDATION OF THE MOST WESTERLY LEG OF A FIVE LEGGED WATER TANK AT THE
 DP7958'SOUTHEAST CORNER OF THE INTERSECTION OF BARNEGAT AVENUE AND 12TH
 DP7958'AVENUE.
 DP7958'
 DP7958'THE STATION IS 31.0 FT (9.4 M) EAST FROM THE EAST CURB OF BARNEGAT
 DP7958'AVENUE, 1.6 FT (0.5 M) SOUTHWEST FROM THE SOUTHWEST LEG OF THE WATER
 DP7958'TANK, 40.6 FT (12.4 M) NORTH FROM THE CENTERLINE OF THE ENTRANCE DRIVE
 DP7958'LEADING INTO THE PUBLIC WORKS FACILITY, 21.0 FT (6.4 M)
 DP7958'SOUTH-SOUTHEAST FROM THE SOUTHEAST PIER SUPPORTING A PORTABLE BUILDING
 DP7958'BELONGING TO A T AND T COMMUNICATIONS, 82.0 FT (25.0 M) SOUTH FROM THE
 DP7958'CENTERLINE OF 12TH AVENUE AND 51.0 FT (15.5 M) EAST FROM THE
 DP7958'CENTERLINE OF BARNEGAT AVENUE.
 DP7958
 DP7958                          STATION RECOVERY (2016)
 DP7958
 DP7958'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7958'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3983 ***********************************************************************
 DQ3983  DESIGNATION -  15 G 7
 DQ3983  PID         -  DQ3983
 DQ3983  STATE/COUNTY-  NJ/OCEAN
 DQ3983  COUNTRY     -  US
 DQ3983  USGS QUAD   -  POINT PLEASANT (2019)
 DQ3983
 DQ3983                         *CURRENT SURVEY CONTROL
 DQ3983  ______________________________________________________________________
 DQ3983* NAD 83(1986) POSITION- 40 03 21.27   (N) 074 02 49.36   (W)   HD_HELD1
 DQ3983* NAVD 88 ORTHO HEIGHT -     1.323 (meters)        4.34  (feet) ADJUSTED
 DQ3983  ______________________________________________________________________
 DQ3983  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 DQ3983  DYNAMIC HEIGHT  -          1.323 (meters)        4.34  (feet) COMP
 DQ3983  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 DQ3983
 DQ3983  VERT ORDER      -  FIRST     CLASS II
 DQ3983
 DQ3983.The horizontal coordinates were determined by differentially corrected
 DQ3983.hand held GPS observations or other comparable positioning techniques
 DQ3983.and have an estimated accuracy of +/- 3 meters.
 DQ3983
 DQ3983.The orthometric height was determined by differential leveling and
 DQ3983.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3983.in March 2017.
 DQ3983
 DQ3983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3983.GEOID18 height accuracy estimate available here.
 DQ3983
 DQ3983.Click photographs - Photos may exist for this station.
 DQ3983
 DQ3983.The dynamic height is computed by dividing the NAVD 88
 DQ3983.geopotential number by the normal gravity value computed on the
 DQ3983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3983.degrees latitude (g = 980.6199 gals.).
 DQ3983
 DQ3983.The modeled gravity was interpolated from observed gravity values.
 DQ3983
 DQ3983;                    North         East    Units  Estimated Accuracy
 DQ3983;SPC NJ       -   135,819.9     188,644.3     MT  (+/- 3 meters HH1 GPS) 
 DQ3983
 DQ3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8127834397(NAD 83)
 DQ3983
 DQ3983                          SUPERSEDED SURVEY CONTROL
 DQ3983
 DQ3983.No superseded survey control is available for this station.
 DQ3983
 DQ3983_MARKER: DD = SURVEY DISK
 DQ3983_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ3983+WITH SETTING: PAVEMENT
 DQ3983_SP_SET: JUNCTION BOX
 DQ3983_STAMPING: 15 G 7 2015
 DQ3983_MARK LOGO: NJGS
 DQ3983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3983+STABILITY: SURFACE MOTION
 DQ3983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3983+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 DQ3983
 DQ3983  HISTORY     - Date     Condition        Report By
 DQ3983  HISTORY     - 20151119 MONUMENTED       NJGS
 DQ3983
 DQ3983                          STATION DESCRIPTION
 DQ3983
 DQ3983'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3983'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF SEASIDE PARK,
 DQ3983'2.4 MI (3.9 KM) SOUTH OF POINT PLEASANT BEACH AND 2.2 MI (3.5 KM)
 DQ3983'SOUTH-SOUTHEAST OF POINT PLEASANT, IN THE BOROUGH OF MANTOLOKING.
 DQ3983'
 DQ3983'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 DQ3983'RECTANGULAR ELECTRICAL MANHOLE ON THE SOUTHEAST CORNER OF THE
 DQ3983'T-JUNCTION OF BERGEN AVENUE AND OCEAN AVENUE (NEW JERSEY STATE ROUTE
 DQ3983'35).
 DQ3983'
 DQ3983'THE STATION IS 2 FT (0.6 M) EAST OF THE EAST CURB OF OCEAN AVENUE, 26
 DQ3983'FT (7.9 M) SOUTH OF THE EXTENDED CENTERLINE OF BERGEN AVENUE, 14.5 FT
 DQ3983'(4.4 M) SOUTH OF POLE NUMBER JC92MTB, 22 FT (6.7 M) EAST OF THE
 DQ3983'CENTERLINE OF OCEAN AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3984 ***********************************************************************
 DQ3984  DESIGNATION -  15 G 8
 DQ3984  PID         -  DQ3984
 DQ3984  STATE/COUNTY-  NJ/OCEAN
 DQ3984  COUNTRY     -  US
 DQ3984  USGS QUAD   -  POINT PLEASANT (2019)
 DQ3984
 DQ3984                         *CURRENT SURVEY CONTROL
 DQ3984  ______________________________________________________________________
 DQ3984* NAD 83(1986) POSITION- 40 03 02.27   (N) 074 02 53.80   (W)   HD_HELD1
 DQ3984* NAVD 88 ORTHO HEIGHT -     1.261 (meters)        4.14  (feet) ADJUSTED
 DQ3984  ______________________________________________________________________
 DQ3984  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 DQ3984  DYNAMIC HEIGHT  -          1.260 (meters)        4.13  (feet) COMP
 DQ3984  MODELED GRAVITY -    980,158.8   (mgal)                       NAVD 88
 DQ3984
 DQ3984  VERT ORDER      -  FIRST     CLASS II
 DQ3984
 DQ3984.The horizontal coordinates were determined by differentially corrected
 DQ3984.hand held GPS observations or other comparable positioning techniques
 DQ3984.and have an estimated accuracy of +/- 3 meters.
 DQ3984
 DQ3984.The orthometric height was determined by differential leveling and
 DQ3984.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3984.in March 2017.
 DQ3984
 DQ3984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3984.GEOID18 height accuracy estimate available here.
 DQ3984
 DQ3984.Click photographs - Photos may exist for this station.
 DQ3984
 DQ3984.The dynamic height is computed by dividing the NAVD 88
 DQ3984.geopotential number by the normal gravity value computed on the
 DQ3984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3984.degrees latitude (g = 980.6199 gals.).
 DQ3984
 DQ3984.The modeled gravity was interpolated from observed gravity values.
 DQ3984
 DQ3984;                    North         East    Units  Estimated Accuracy
 DQ3984;SPC NJ       -   135,233.4     188,542.0     MT  (+/- 3 meters HH1 GPS) 
 DQ3984
 DQ3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8117933810(NAD 83)
 DQ3984
 DQ3984                          SUPERSEDED SURVEY CONTROL
 DQ3984
 DQ3984.No superseded survey control is available for this station.
 DQ3984
 DQ3984_MARKER: DD = SURVEY DISK
 DQ3984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3984_STAMPING: 15 G 8 2015
 DQ3984_MARK LOGO: NJGS
 DQ3984_PROJECTION: FLUSH
 DQ3984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3984+STABILITY: SURFACE MOTION
 DQ3984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3984+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 DQ3984
 DQ3984  HISTORY     - Date     Condition        Report By
 DQ3984  HISTORY     - 20151119 MONUMENTED       NJGS
 DQ3984
 DQ3984                          STATION DESCRIPTION
 DQ3984
 DQ3984'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3984'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF SEASIDE PARK,
 DQ3984'2.8 MI (4.5 KM) SOUTH OF POINT PLEASANT BEACH AND 2.5 MI (4.0 KM)
 DQ3984'SOUTH-SOUTHEAST OF POINT PLEASANT, THE THE BOROUGH OF MANTOLOKING.
 DQ3984'
 DQ3984'TO REACH FROM THE INTERSECTION OF HERBERT STREET (COUNTY ROUTE 528)
 DQ3984'AND NEW JERSEY STATE ROUTE 35 IN MANTOLOKING, GO 0.8 MI (1.3 KM) NORTH
 DQ3984'OF NEW JERSEY STATE ROUTE 35 TO THE JUNCTION WITH LYMAN AVENUE AND THE
 DQ3984'STATION ON THE LEFT, SET BETWEEN THE CURB AND SIDEWALK OF LYMAN AVENUE
 DQ3984'ON THE SOUTHWEST CORNER OF THE JUNCTION.
 DQ3984'
 DQ3984'THE STATION IS 29 FT (8.8 M) WEST OF THE WEST CURB OF NEW JERSEY STATE
 DQ3984'ROUTE 35, 50 FT (15.2 M) WEST OF THE CENTERLINE OF NEW JERSEY STATE
 DQ3984'ROUTE 35, 2 FT (0.6 M) SOUTH OF THE SOUTH CURB OF LYMAN AVENUE, 20 FT
 DQ3984'(6.1 M) SOUTH OF THE CENTERLINE OF LYMAN AVENUE, 32 FT (9.8 M)
 DQ3984'NORTHEAST OF THE NORTHEAST CORNER OF AN ATTACHED GARAGE FOR HOUSE
 DQ3984'NUMBER 1019 LYMAN AVENUE, 16.5 FT (5.0 M) WEST OF A STOP SIGN, 108 FT
 DQ3984'(32.9 M) EAST OF THE CENTERLINE OF BARNEGAT LANE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4031 ***********************************************************************
 DQ4031  DESIGNATION -  15 G 9
 DQ4031  PID         -  DQ4031
 DQ4031  STATE/COUNTY-  NJ/OCEAN
 DQ4031  COUNTRY     -  US
 DQ4031  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4031
 DQ4031                         *CURRENT SURVEY CONTROL
 DQ4031  ______________________________________________________________________
 DQ4031* NAD 83(1986) POSITION- 39 54 34.89   (N) 074 04 49.67   (W)   HD_HELD1
 DQ4031* NAVD 88 ORTHO HEIGHT -     2.244 (meters)        7.36  (feet) ADJUSTED
 DQ4031  ______________________________________________________________________
 DQ4031  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 DQ4031  DYNAMIC HEIGHT  -          2.243 (meters)        7.36  (feet) COMP
 DQ4031  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 DQ4031
 DQ4031  VERT ORDER      -  FIRST     CLASS II
 DQ4031
 DQ4031.The horizontal coordinates were determined by differentially corrected
 DQ4031.hand held GPS observations or other comparable positioning techniques
 DQ4031.and have an estimated accuracy of +/- 3 meters.
 DQ4031
 DQ4031.The orthometric height was determined by differential leveling and
 DQ4031.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4031.in March 2017.
 DQ4031
 DQ4031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4031.GEOID18 height accuracy estimate available here.
 DQ4031
 DQ4031.Click photographs - Photos may exist for this station.
 DQ4031
 DQ4031.The dynamic height is computed by dividing the NAVD 88
 DQ4031.geopotential number by the normal gravity value computed on the
 DQ4031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4031.degrees latitude (g = 980.6199 gals.).
 DQ4031
 DQ4031.The modeled gravity was interpolated from observed gravity values.
 DQ4031
 DQ4031;                    North         East    Units  Estimated Accuracy
 DQ4031;SPC NJ       -   119,572.4     185,869.4     MT  (+/- 3 meters HH1 GPS) 
 DQ4031
 DQ4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7859518138(NAD 83)
 DQ4031
 DQ4031                          SUPERSEDED SURVEY CONTROL
 DQ4031
 DQ4031.No superseded survey control is available for this station.
 DQ4031
 DQ4031_MARKER: DD = SURVEY DISK
 DQ4031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4031_STAMPING: 15 G 9 2016
 DQ4031_MARK LOGO: NJDT
 DQ4031_PROJECTION: FLUSH
 DQ4031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4031+STABILITY: SURFACE MOTION
 DQ4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4031+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2024
 DQ4031
 DQ4031  HISTORY     - Date     Condition        Report By
 DQ4031  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4031  HISTORY     - 20160810 GOOD             NJGS
 DQ4031  HISTORY     - 20220328 GOOD             NJGS
 DQ4031  HISTORY     - 20240921 GOOD             LOCSUR
 DQ4031
 DQ4031                          STATION DESCRIPTION
 DQ4031
 DQ4031'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4031'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF FORKED
 DQ4031'RIVER, 7.0 MI (11.3 KM) EAST-SOUTHEAST OF TOMS RIVER AND 1.2 MI (1.9
 DQ4031'KM) SOUTH OF SEASIDE PARK, IN BERKLEY TOWNSHIP, WITHIN THE LOCAL
 DQ4031'COMMUNITY OF SOUTH SEASIDE PARK.
 DQ4031'
 DQ4031'TO REACH FROM THE END OF NEW JERSEY STATE HIGHWAY 35 AT THE ENTRANCE
 DQ4031'TO ISLAND BEACH STATE PARK, GO 0.3 MI (0.5 KM) NORTH OF NEW JERSEY
 DQ4031'STATE HIGHWAY 35 TO THE STATION ON THE RIGHT.
 DQ4031'
 DQ4031'THE STATION IS 3.5 FT (1.1 M) EAST OF THE EAST EDGE OF PAVING OF
 DQ4031'NORTHBOUND NEW JERSEY STATE HIGHWAY 35, 20 FT (6.1 M) EAST OF THE
 DQ4031'CENTERLINE OF NEW JERSEY STATE HIGHWAY 35, 60 FT (18.3 M) NORTH OF THE
 DQ4031'CENTERLINE OF 10TH LANE, 90 FT (27.4 M) SOUTH OF THE CENTERLINE OF
 DQ4031'NINTH LANE, 5 FT (1.5 M) WEST OF A CHAIN LINK FENCE, 22.5 FT (6.9 M)
 DQ4031'SOUTH OF A WATER VALVE.
 DQ4031
 DQ4031                          STATION RECOVERY (2022)
 DQ4031
 DQ4031'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DQ4031'RECOVERED IN GOOD CONDITION.
 DQ4031
 DQ4031                          STATION RECOVERY (2024)
 DQ4031
 DQ4031'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (RAL)
 DQ4031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6776 ***********************************************************************
 KV6776  DESIGNATION -  15 H 1
 KV6776  PID         -  KV6776
 KV6776  STATE/COUNTY-  NJ/OCEAN
 KV6776  COUNTRY     -  US
 KV6776  USGS QUAD   -  LAKEWOOD (2016)
 KV6776
 KV6776                         *CURRENT SURVEY CONTROL
 KV6776  ______________________________________________________________________
 KV6776* NAD 83(2011) POSITION- 40 02 45.14508(N) 074 11 51.24480(W)   ADJUSTED
 KV6776* NAD 83(2011) ELLIP HT-   -13.455 (meters)        (06/27/12)   ADJUSTED
 KV6776* NAD 83(2011) EPOCH   -  2010.00
 KV6776* NAVD 88 ORTHO HEIGHT -    19.5   (meters)       64.    (feet) GPS OBS
 KV6776  ______________________________________________________________________
 KV6776  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6776  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 KV6776  NAD 83(2011) X  -  1,331,492.630 (meters)                     COMP
 KV6776  NAD 83(2011) Y  - -4,704,632.974 (meters)                     COMP
 KV6776  NAD 83(2011) Z  -  4,081,877.514 (meters)                     COMP
 KV6776  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 KV6776
 KV6776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6776  Standards:
 KV6776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6776  -------------------------------------------------------------------
 KV6776  NETWORK    0.49   0.78           0.22   0.18   0.40      0.06561570
 KV6776  -------------------------------------------------------------------
 KV6776  Click here for local accuracies and other accuracy information.
 KV6776
 KV6776.The horizontal coordinates were established by GPS observations
 KV6776.and adjusted by the National Geodetic Survey in June 2012.
 KV6776
 KV6776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6776.been affixed to the stable North American tectonic plate. See 
 KV6776.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6776
 KV6776.The horizontal coordinates are valid at the epoch date displayed above
 KV6776.which is a decimal equivalence of Year/Month/Day.
 KV6776
 KV6776.The orthometric height was determined by GPS observations and a
 KV6776.high-resolution geoid model.
 KV6776
 KV6776.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6776.GEOID18 height accuracy estimate available here.
 KV6776
 KV6776.Click photographs - Photos may exist for this station.
 KV6776
 KV6776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6776
 KV6776.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6776
 KV6776.The ellipsoidal height was determined by GPS observations
 KV6776.and is referenced to NAD 83.
 KV6776
 KV6776. The following values were computed from the NAD 83(2011) position.
 KV6776
 KV6776;                    North         East     Units Scale Factor Converg.
 KV6776;SPC NJ       -   134,651.302   175,805.985   MT  0.99990820   +0 11 40.5
 KV6776;SPC NJ       -   441,768.48    576,790.14   sFT  0.99990820   +0 11 40.5
 KV6776;UTM  18      - 4,433,157.171   568,449.887   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 04.5
 KV6776:UTM  18      -  15 G 1                                   184 47 46.3
 KV6776
 KV6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6844933157(NAD 83)
 KV6776
 KV6776|---------------------------------------------------------------------|
 KV6776| PID    Reference Object                     Distance      Geod. Az  |
 KV6776|                                                           dddmmss.s |
 KV6776| KV6775 15 G 1                              APPROX. 0.5 KM 1851845.0 |
 KV6776|---------------------------------------------------------------------|
 KV6776
 KV6776                          SUPERSEDED SURVEY CONTROL
 KV6776
 KV6776  NAD 83(2007)-  40 02 45.14549(N)    074 11 51.24527(W) AD(2002.00) 0
 KV6776  ELLIP H (02/10/07)  -13.446  (m)                       GP(2002.00)    
 KV6776  ELLIP H (10/23/02)  -13.435  (m)                       GP(       ) 4 1
 KV6776  NAD 83(1996)-  40 02 45.14520(N)    074 11 51.24499(W) AD(       ) 1
 KV6776  ELLIP H (05/14/99)  -13.455  (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)  -13.353  (m)                       GP(       ) 3 1
 KV6776  NAD 83(1986)-  40 02 45.14541(N)    074 11 51.24838(W) AD(       ) 1
 KV6776  NAVD 88 (07/20/93)   19.5    (m)  GEOID93  model used  GPS OBS        
 KV6776
 KV6776.Superseded values are not recommended for survey control.
 KV6776
 KV6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6776.See file dsdata.pdf to determine how the superseded data were derived.
 KV6776
 KV6776_STAMPING: 15 H 1 1989
 KV6776_MARK LOGO: NJGS
 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  HISTORY     - 20200713 MARK NOT FOUND   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.
 KV6776
 KV6776                          STATION RECOVERY (2020)
 KV6776
 KV6776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6776'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6471 ***********************************************************************
 DR6471  DESIGNATION -  15 H 10
 DR6471  PID         -  DR6471
 DR6471  STATE/COUNTY-  NJ/OCEAN
 DR6471  COUNTRY     -  US
 DR6471  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6471
 DR6471                         *CURRENT SURVEY CONTROL
 DR6471  ______________________________________________________________________
 DR6471* NAD 83(1986) POSITION- 39 39 40.17   (N) 074 12 04.99   (W)   HD_HELD1
 DR6471* NAVD 88 ORTHO HEIGHT -    10.187 (meters)       33.42  (feet) ADJUSTED
 DR6471  ______________________________________________________________________
 DR6471  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 DR6471  DYNAMIC HEIGHT  -         10.182 (meters)       33.41  (feet) COMP
 DR6471  MODELED GRAVITY -    980,154.4   (mgal)                       NAVD 88
 DR6471
 DR6471  VERT ORDER      -  FIRST     CLASS II
 DR6471
 DR6471.The horizontal coordinates were determined by differentially corrected
 DR6471.hand held GPS observations or other comparable positioning techniques
 DR6471.and have an estimated accuracy of +/- 3 meters.
 DR6471
 DR6471.The orthometric height was determined by differential leveling and
 DR6471.adjusted by the NATIONAL GEODETIC SURVEY
 DR6471.in February 2021.
 DR6471
 DR6471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6471.GEOID18 height accuracy estimate available here.
 DR6471
 DR6471.Click photographs - Photos may exist for this station.
 DR6471
 DR6471.The dynamic height is computed by dividing the NAVD 88
 DR6471.geopotential number by the normal gravity value computed on the
 DR6471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6471.degrees latitude (g = 980.6199 gals.).
 DR6471
 DR6471.The modeled gravity was interpolated from observed gravity values.
 DR6471
 DR6471;                    North         East    Units  Estimated Accuracy
 DR6471;SPC NJ       -    91,938.7     175,622.8     MT  (+/- 3 meters HH1 GPS) 
 DR6471
 DR6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6850590454(NAD 83)
 DR6471
 DR6471                          SUPERSEDED SURVEY CONTROL
 DR6471
 DR6471.No superseded survey control is available for this station.
 DR6471
 DR6471_MARKER: DD = SURVEY DISK
 DR6471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR6471_SP_SET: BRIDGE ABUTMENT
 DR6471_STAMPING: 15 H 10 2019
 DR6471_MARK LOGO: NJGS
 DR6471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6471+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DR6471
 DR6471  HISTORY     - Date     Condition        Report By
 DR6471  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6471
 DR6471                          STATION DESCRIPTION
 DR6471
 DR6471'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6471'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF BEACH
 DR6471'HAVEN, 6.0 MI (9.7 KM) EAST-NORTHEAST OF WEST CREEK AND 1.7 MI (2.7
 DR6471'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6471'
 DR6471'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6471'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6471'SHIP BOTTOM, GO 1.6 MI (2.6 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6471'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE
 DR6471'IN THE SIDEWALK AREA BETWEEN THE TRAFFIC GUARD RAIL AND BRIDGE
 DR6471'BALUSTRADE WALL IN THE SOUTH CORNER OF THE EXPOSED SOUTHEASTERLY
 DR6471'ABUTMENT OF THE NEW JERSEY STATE ROUTE 72 BRIDGE (DORLAND J. HENDERSON
 DR6471'MEMORIAL BRIDGE) SPANNING THE MANAHAWKIN BAY.
 DR6471'
 DR6471'THE STATION IS 32 FT (9.8 M) NORTHWEST OF A LIGHT POLE AT THE
 DR6471'SOUTHEASTERLY END OF THE BRIDGE, 4.7 FT (1.4 M) SOUTHWEST OF THE SOUTH
 DR6471'FACE OF THE BALUSTRADE WALL, 26.5 FT (8.1 M) NORTHWEST OF THE
 DR6471'BALUSTRADE END WITH THE NAME PLATE 2020, 94 FT (28.7 M) NORTHWEST OF
 DR6471'THE DORLAND J. HENDERSON MEMORIAL BRIDGE SIGN AND 3 FT (0.9 M)
 DR6471'NORTHEAST OF THE CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6464 ***********************************************************************
 DR6464  DESIGNATION -  15 H 11
 DR6464  PID         -  DR6464
 DR6464  STATE/COUNTY-  NJ/OCEAN
 DR6464  COUNTRY     -  US
 DR6464  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6464
 DR6464                         *CURRENT SURVEY CONTROL
 DR6464  ______________________________________________________________________
 DR6464* NAD 83(1986) POSITION- 39 40 24.13   (N) 074 13 25.49   (W)   HD_HELD1
 DR6464* NAVD 88 ORTHO HEIGHT -     2.701 (meters)        8.86  (feet) ADJUSTED
 DR6464  ______________________________________________________________________
 DR6464  GEOID HEIGHT    -        -33.395 (meters)                     GEOID18
 DR6464  DYNAMIC HEIGHT  -          2.699 (meters)        8.86  (feet) COMP
 DR6464  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 DR6464
 DR6464  VERT ORDER      -  FIRST     CLASS II
 DR6464
 DR6464.The horizontal coordinates were determined by differentially corrected
 DR6464.hand held GPS observations or other comparable positioning techniques
 DR6464.and have an estimated accuracy of +/- 3 meters.
 DR6464
 DR6464.The orthometric height was determined by differential leveling and
 DR6464.adjusted by the NATIONAL GEODETIC SURVEY
 DR6464.in February 2021.
 DR6464
 DR6464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6464.GEOID18 height accuracy estimate available here.
 DR6464
 DR6464.Click photographs - Photos may exist for this station.
 DR6464
 DR6464.The dynamic height is computed by dividing the NAVD 88
 DR6464.geopotential number by the normal gravity value computed on the
 DR6464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6464.degrees latitude (g = 980.6199 gals.).
 DR6464
 DR6464.The modeled gravity was interpolated from observed gravity values.
 DR6464
 DR6464;                    North         East    Units  Estimated Accuracy
 DR6464;SPC NJ       -    93,288.2     173,700.0     MT  (+/- 3 meters HH1 GPS) 
 DR6464
 DR6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6657591793(NAD 83)
 DR6464
 DR6464                          SUPERSEDED SURVEY CONTROL
 DR6464
 DR6464.No superseded survey control is available for this station.
 DR6464
 DR6464_MARKER: DD = SURVEY DISK
 DR6464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6464_STAMPING: 15 H 11 1 2005
 DR6464_MARK LOGO: NJDEP
 DR6464_PROJECTION: FLUSH
 DR6464_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6464+STABILITY: SURFACE MOTION
 DR6464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6464+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2020
 DR6464
 DR6464  HISTORY     - Date     Condition        Report By
 DR6464  HISTORY     - 2005     MONUMENTED       NJDEP
 DR6464  HISTORY     - 20200701 GOOD             NJGS
 DR6464
 DR6464                          STATION DESCRIPTION
 DR6464
 DR6464'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6464'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF TUCKERTON, 5.2
 DR6464'MI (8.4 KM) EAST-NORTHEAST OF WEST CREEK AND 3.1 MI (5.0 KM) NORTHWEST
 DR6464'OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6464'
 DR6464'TO REACH FROM THE END OF THE NEW JERSEY STATE ROUTE 72 BRIDGE OVER
 DR6464'U.S. HIGHWAY 9, GO 2.5 MI (4.0 KM) SOUTHEAST ON NEW JERSEY STATE ROUTE
 DR6464'72 TO THE STATION ON THE LEFT, A GREEN ACRE PROPERTY MONUMENT ON THE
 DR6464'NORTHWEST CORNER OF THE JUNCTION OF NEW JERSEY STATE ROUTE 72 AND
 DR6464'MARSHA DRIVE.
 DR6464'
 DR6464'IT IS 2 FT (0.6 M) SOUTHEAST OF A SIGN (OCEAN COUNTY NATURAL LANDS
 DR6464'TRUST), 20.5 FT (6.2 M) NORTHEAST OF THE NORTHEAST EDGE OF PAVING OF
 DR6464'WESTBOUND NEW JERSEY STATE ROUTE 72, 65.5 FT (20.0 M) NORTHWEST OF THE
 DR6464'CURB OF MARSHA DRIVE AND 50 FT (15.2 M) NORTH-NORTHWEST OF A
 DR6464'RECTANGULAR ELECTRICAL JUNCTION BOX ON NORTHWEST CORNER OF THE
 DR6464'JUNCTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6524 ***********************************************************************
 DR6524  DESIGNATION -  15 H 12
 DR6524  PID         -  DR6524
 DR6524  STATE/COUNTY-  NJ/OCEAN
 DR6524  COUNTRY     -  US
 DR6524  USGS QUAD   -  BEACH HAVEN (2019)
 DR6524
 DR6524                         *CURRENT SURVEY CONTROL
 DR6524  ______________________________________________________________________
 DR6524* NAD 83(1986) POSITION- 39 34 55.45   (N) 074 13 23.34   (W)   HD_HELD1
 DR6524* NAVD 88 ORTHO HEIGHT -     2.390 (meters)        7.84  (feet) ADJUSTED
 DR6524  ______________________________________________________________________
 DR6524  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 DR6524  DYNAMIC HEIGHT  -          2.389 (meters)        7.84  (feet) COMP
 DR6524  MODELED GRAVITY -    980,139.6   (mgal)                       NAVD 88
 DR6524
 DR6524  VERT ORDER      -  FIRST     CLASS II
 DR6524
 DR6524.The horizontal coordinates were determined by differentially corrected
 DR6524.hand held GPS observations or other comparable positioning techniques
 DR6524.and have an estimated accuracy of +/- 3 meters.
 DR6524
 DR6524.The orthometric height was determined by differential leveling and
 DR6524.adjusted by the NATIONAL GEODETIC SURVEY
 DR6524.in February 2021.
 DR6524
 DR6524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6524.GEOID18 height accuracy estimate available here.
 DR6524
 DR6524.Click photographs - Photos may exist for this station.
 DR6524
 DR6524.The dynamic height is computed by dividing the NAVD 88
 DR6524.geopotential number by the normal gravity value computed on the
 DR6524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6524.degrees latitude (g = 980.6199 gals.).
 DR6524
 DR6524.The modeled gravity was interpolated from observed gravity values.
 DR6524
 DR6524;                    North         East    Units  Estimated Accuracy
 DR6524;SPC NJ       -    83,152.6     173,782.4     MT  (+/- 3 meters HH1 GPS) 
 DR6524
 DR6524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6671481660(NAD 83)
 DR6524
 DR6524                          SUPERSEDED SURVEY CONTROL
 DR6524
 DR6524.No superseded survey control is available for this station.
 DR6524
 DR6524_MARKER: DD = SURVEY DISK
 DR6524_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6524_SP_SET: CURB
 DR6524_STAMPING: 15 H 12 2020
 DR6524_MARK LOGO: USACE
 DR6524_PROJECTION: FLUSH
 DR6524_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6524+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2023
 DR6524
 DR6524  HISTORY     - Date     Condition        Report By
 DR6524  HISTORY     - 20200422 MONUMENTED       USACE
 DR6524  HISTORY     - 20200825 GOOD             NJGS
 DR6524  HISTORY     - 20231002 GOOD             NJGS
 DR6524
 DR6524                          STATION DESCRIPTION
 DR6524
 DR6524'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6524'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF WEST CREEK, 4.8
 DR6524'MI (7.7 KM) SOUTH-SOUTHWEST OF SHIP BOTTOM AND 1.9 MI (3.1 KM)
 DR6524'NORTHEAST OF BEACH HAVEN, SPRAY BEACH (BEACH HAVEN GARDENS), IN LONG
 DR6524'BEACH TOWNSHIP.
 DR6524'
 DR6524'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6524'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6524'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 5.25 MI (8.45 KM) TO THE
 DR6524'INTERSECTION WITH EAST 32ND STREET.  TURN LEFT AND GO 0.15 MI (0.24
 DR6524'KM) ON EAST 32ND STREET TO THE STATION ON THE RIGHT, SET IN A DRILL
 DR6524'HOLE IN THE WEST CURB OF ATLANTIC AVENUE, NEAR THE JUNCTION WITH 32ND
 DR6524'STREET IN FRONT OF HOUSE NUMBER 129.
 DR6524'
 DR6524'IT 7.5 FT (2.3 M) SOUTHEAST OF THE CORNER OF A WHITE FENCE, 15 FT (4.6
 DR6524'M) NORTHWEST OF THE CENTERLINE OF ATLANTIC AVENUE, 23.5 FT (7.2 M)
 DR6524'NORTHWEST OF THE CENTERLINE OF 32ND STREET, 40 FT (12.2 M) NORTHWEST
 DR6524'OF A STOP SIGN AND 42 FT (12.8 M) NORTH-NORTHEAST OF POLE NUMBER P769.
 DR6524
 DR6524                          STATION RECOVERY (2023)
 DR6524
 DR6524'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DR6524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7261 ***********************************************************************
 AC7261  DESIGNATION -  15 H 3
 AC7261  PID         -  AC7261
 AC7261  STATE/COUNTY-  NJ/OCEAN
 AC7261  COUNTRY     -  US
 AC7261  USGS QUAD   -  BEACH HAVEN (2019)
 AC7261
 AC7261                         *CURRENT SURVEY CONTROL
 AC7261  ______________________________________________________________________
 AC7261* NAD 83(1986) POSITION- 39 36 00.93   (N) 074 12 47.07   (W)   HD_HELD1
 AC7261* NAVD 88 ORTHO HEIGHT -     1.153 (meters)        3.78  (feet) ADJUSTED
 AC7261  ______________________________________________________________________
 AC7261  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 AC7261  DYNAMIC HEIGHT  -          1.152 (meters)        3.78  (feet) COMP
 AC7261  MODELED GRAVITY -    980,143.1   (mgal)                       NAVD 88
 AC7261
 AC7261  VERT ORDER      -  FIRST     CLASS I
 AC7261
 AC7261.The horizontal coordinates were determined by differentially corrected
 AC7261.hand held GPS observations or other comparable positioning techniques
 AC7261.and have an estimated accuracy of +/- 3 meters.
 AC7261
 AC7261.The orthometric height was determined by differential leveling and
 AC7261.adjusted by the NATIONAL GEODETIC SURVEY
 AC7261.in April 1997.
 AC7261
 AC7261.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7261.GEOID18 height accuracy estimate available here.
 AC7261
 AC7261.Click photographs - Photos may exist for this station.
 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       -    85,174.5     174,641.5     MT  (+/- 3 meters HH1 GPS) 
 AC7261
 AC7261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6756283687(NAD 83)
 AC7261
 AC7261                          SUPERSEDED SURVEY CONTROL
 AC7261
 AC7261.No superseded survey control is available for this station.
 AC7261
 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 - March 21, 2019
 AC7261
 AC7261  HISTORY     - Date     Condition        Report By
 AC7261  HISTORY     - 1996     MONUMENTED       NJGS
 AC7261  HISTORY     - 20100326 GOOD             NJGS
 AC7261  HISTORY     - 20190321 GOOD             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.
 AC7261
 AC7261                          STATION RECOVERY (2010)
 AC7261
 AC7261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AC7261'RECOVERED IN GOOD CONDITION.
 AC7261
 AC7261                          STATION RECOVERY (2019)
 AC7261
 AC7261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AC7261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5986 ***********************************************************************
 DM5986  DESIGNATION -  15 H 4
 DM5986  PID         -  DM5986
 DM5986  STATE/COUNTY-  NJ/OCEAN
 DM5986  COUNTRY     -  US
 DM5986  USGS QUAD   -  TOMS RIVER (2019)
 DM5986
 DM5986                         *CURRENT SURVEY CONTROL
 DM5986  ______________________________________________________________________
 DM5986* NAD 83(1986) POSITION- 39 57 54.03   (N) 074 12 45.96   (W)   HD_HELD1
 DM5986* NAVD 88 ORTHO HEIGHT -     5.381 (meters)       17.65  (feet) ADJUSTED
 DM5986  ______________________________________________________________________
 DM5986  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 DM5986  DYNAMIC HEIGHT  -          5.379 (meters)       17.65  (feet) COMP
 DM5986  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 DM5986
 DM5986  VERT ORDER      -  FIRST     CLASS II
 DM5986
 DM5986.The horizontal coordinates were determined by differentially corrected
 DM5986.hand held GPS observations or other comparable positioning techniques
 DM5986.and have an estimated accuracy of +/- 3 meters.
 DM5986
 DM5986.The orthometric height was determined by differential leveling and
 DM5986.adjusted by the NATIONAL GEODETIC SURVEY
 DM5986.in May 2011.
 DM5986
 DM5986.No vertical observational check was made to the station.
 DM5986
 DM5986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5986.GEOID18 height accuracy estimate available here.
 DM5986
 DM5986.Click photographs - Photos may exist for this station.
 DM5986
 DM5986.The dynamic height is computed by dividing the NAVD 88
 DM5986.geopotential number by the normal gravity value computed on the
 DM5986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5986.degrees latitude (g = 980.6199 gals.).
 DM5986
 DM5986.The modeled gravity was interpolated from observed gravity values.
 DM5986
 DM5986;                    North         East    Units  Estimated Accuracy
 DM5986;SPC NJ       -   125,669.0     174,538.0     MT  (+/- 3 meters HH1 GPS) 
 DM5986
 DM5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6723224170(NAD 83)
 DM5986
 DM5986                          SUPERSEDED SURVEY CONTROL
 DM5986
 DM5986.No superseded survey control is available for this station.
 DM5986
 DM5986_MARKER: DD = SURVEY DISK
 DM5986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM5986_SP_SET: BRIDGE SIDEWALK OVER ABUTMENT
 DM5986_STAMPING: 15 H 4 2006
 DM5986_MARK LOGO: NJGS
 DM5986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5986+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DM5986
 DM5986  HISTORY     - Date     Condition        Report By
 DM5986  HISTORY     - 20060828 MONUMENTED       NJGS
 DM5986  HISTORY     - 20160419 GOOD             NJGS
 DM5986  HISTORY     - 20170608 GOOD             AAAS
 DM5986  HISTORY     - 20180306 GOOD             NJGS
 DM5986
 DM5986                          STATION DESCRIPTION
 DM5986
 DM5986'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5986'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, SET IN A DRILL
 DM5986'HOLE IN THE SIDEWALK OVER THE EASTERLY ABUTMENT OF THE BRIDGE SPANNING
 DM5986'THE TOMS RIVER FOR THE NJ ROUTE 37 WESTBOUND LANES.
 DM5986'
 DM5986'THE STATION IS 19.6 M (64.3 FT) SOUTH-SOUTHWEST OF A SIGN (MILE POST
 DM5986'6) FOR THE ROUTE 37 WEST BOUND LANES, 1.2 M (3.9 FT) NORTHEAST OF THE
 DM5986'NORTHEAST CURB OF THE WEST BOUND LANES OF 37, 13.2 M (43.3 FT)
 DM5986'NORTHWEST OF THE EAST END OF THE SIDEWALK, 33.9 M (111.2 FT)
 DM5986'SOUTH-SOUTHEAST OF THE WEST END OF THE SIDEWALK, 8.7 M (28.5 FT)
 DM5986'NORTHWEST OF THE 1991 CORNERSTONE BLOCK, 160.0 M (524.9 FT) EAST OF
 DM5986'THE CENTERLINE OF THE ENTRANCE ROAD TO WINDING RIVER PARK.
 DM5986
 DM5986                          STATION RECOVERY (2016)
 DM5986
 DM5986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 DM5986'RECOVERED IN GOOD CONDITION.
 DM5986
 DM5986                          STATION RECOVERY (2017)
 DM5986
 DM5986'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DM5986'RECOVERED IN GOOD CONDITION.
 DM5986
 DM5986                          STATION RECOVERY (2018)
 DM5986
 DM5986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DM5986'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF
 DM5986'LAKEHURST, 4.6 MI (7.4 KM) SOUTH OF LAKEWOOD CORNER ESTATES AND 1.1 MI
 DM5986'(1.8 KM) NORTHWEST OF TOMS RIVER.
 DM5986'
 DM5986'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK OVER THE NORTH
 DM5986'ABUTMENT OF THE BRIDGE SPANNING THE TOMS RIVER FOR THE NJ ROUTE 37
 DM5986'WESTBOUND.
 DM5986'
 DM5986'IT IS 165 M (541.3 FT) EAST OF THE CENTER MEDIAN OF THE ENTRANCE TO
 DM5986'WINDING RIVER PARK, 16 M (52.5 FT) WEST OF MILEPOST SIGN 6 FOR ROUTE
 DM5986'37 WESTBOUND, 13.2 M (43.3 FT) WEST OF EAST END OF THE CONCRETE
 DM5986'SIDEWALK OF BRIDGE, 8.7 M (28.5 FT) WEST OF THE 1991 CORNER STONE
 DM5986'BLOCK, 1.2 M (3.9 FT) NORTH OF THE NORTH CURB OF ROUTE 37 WESTBOUND,
 DM5986'0.8 M (2.6 FT) SOUTH OF BRIDGE WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7928 ***********************************************************************
 DP7928  DESIGNATION -  15 H 5
 DP7928  PID         -  DP7928
 DP7928  STATE/COUNTY-  NJ/OCEAN
 DP7928  COUNTRY     -  US
 DP7928  USGS QUAD   -  SEASIDE PARK (2019)
 DP7928
 DP7928                         *CURRENT SURVEY CONTROL
 DP7928  ______________________________________________________________________
 DP7928* NAD 83(1986) POSITION- 39 59 04.50   (N) 074 03 57.31   (W)   HD_HELD1
 DP7928* NAVD 88 ORTHO HEIGHT -     1.620 (meters)        5.32  (feet) ADJUSTED
 DP7928  ______________________________________________________________________
 DP7928  GEOID HEIGHT    -        -33.077 (meters)                     GEOID18
 DP7928  DYNAMIC HEIGHT  -          1.619 (meters)        5.31  (feet) COMP
 DP7928  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 DP7928
 DP7928  VERT ORDER      -  FIRST     CLASS II
 DP7928
 DP7928.The horizontal coordinates were determined by differentially corrected
 DP7928.hand held GPS observations or other comparable positioning techniques
 DP7928.and have an estimated accuracy of +/- 3 meters.
 DP7928
 DP7928.The orthometric height was determined by differential leveling and
 DP7928.adjusted by the NATIONAL GEODETIC SURVEY
 DP7928.in September 2015.
 DP7928
 DP7928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7928.GEOID18 height accuracy estimate available here.
 DP7928
 DP7928.Click photographs - Photos may exist for this station.
 DP7928
 DP7928.The dynamic height is computed by dividing the NAVD 88
 DP7928.geopotential number by the normal gravity value computed on the
 DP7928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7928.degrees latitude (g = 980.6199 gals.).
 DP7928
 DP7928.The modeled gravity was interpolated from observed gravity values.
 DP7928
 DP7928;                    North         East    Units  Estimated Accuracy
 DP7928;SPC NJ       -   127,893.0     187,072.5     MT  (+/- 3 meters HH1 GPS) 
 DP7928
 DP7928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7975126463(NAD 83)
 DP7928
 DP7928                          SUPERSEDED SURVEY CONTROL
 DP7928
 DP7928.No superseded survey control is available for this station.
 DP7928
 DP7928_STAMPING: 15 H 5 2012
 DP7928_MARK LOGO: NJGS
 DP7928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7928+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7928
 DP7928  HISTORY     - Date     Condition        Report By
 DP7928  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7928  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7928
 DP7928                          STATION DESCRIPTION
 DP7928
 DP7928'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7928'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF TOMS
 DP7928'RIVER, 6.8 MI (10.9 KM) SOUTH OF POINT PLEASANT AND 4.1 MI (6.6 KM)
 DP7928'NORTH OF SEASIDE PARK, THE STATION IS LOCATED IN THE TOWNSHIP OF TOMS
 DP7928'RIVER, IN THE LOCAL COMMUNITY OF OCEAN BEACH ON THE WEST SIDE OF GRAND
 DP7928'CENTRAL AVENUE (STATE HIGHWAY 35 NORTHBOUND).
 DP7928'
 DP7928'TO REACH THE STATION FROM THE INTERSECTION OF GRAND CENTRAL AVENUE
 DP7928'(STATE HIGHWAY 35 NORTHBOUND) AND CARMEL AVENUE, GO NORTH ON GRAND
 DP7928'CENTRAL AVENUE FOR ABOUT 125 FT (38.1 M) TO THE STATION ON THE LEFT,
 DP7928'SET FLUSH IN A DRILL HOLE IN A CONCRETE CURB IN FRONT OF THE MONTEREY
 DP7928'MINIATURE GOLF COURSE.
 DP7928'
 DP7928'THE STATION IS 20.5 FT (6.2 M) WEST FROM THE CENTERLINE OF STATE
 DP7928'HIGHWAY 35 NORTHBOUND, 9.5 FT (2.9 M) EAST FROM AND NORMAL TO THE EAST
 DP7928'FACE OF A CONCRETE WALL ON THE EAST SIDE OF THE MONTEREY MINIATURE
 DP7928'GOLF COURSE, 4.0 FT (1.2 M) SOUTH FROM THE CENTER OF AN INLET, 24.0 FT
 DP7928'(7.3 M) NORTH FROM WOOD UTILITY POLE NUMBER BT 6610 DV, 38.0 FT (11.6
 DP7928'M) NORTH FROM THE EXTENDED CENTERLINE OF CATALINA AVENUE AND 95.0 FT
 DP7928'(29.0 M) NORTH FROM MILE POST MARKER 6, 10 FT (3.0 M) EAST OF A
 DP7928'WITNESS POST.
 DP7928
 DP7928                          STATION RECOVERY (2015)
 DP7928
 DP7928'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7928'THE STRUCTURE, CURB, INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7959 ***********************************************************************
 DP7959  DESIGNATION -  15 H 6
 DP7959  PID         -  DP7959
 DP7959  STATE/COUNTY-  NJ/OCEAN
 DP7959  COUNTRY     -  US
 DP7959  USGS QUAD   -  SEASIDE PARK (2019)
 DP7959
 DP7959                         *CURRENT SURVEY CONTROL
 DP7959  ______________________________________________________________________
 DP7959* NAD 83(1986) POSITION- 39 54 22.56   (N) 074 04 56.14   (W)   HD_HELD1
 DP7959* NAVD 88 ORTHO HEIGHT -     1.520 (meters)        4.99  (feet) ADJUSTED
 DP7959  ______________________________________________________________________
 DP7959  GEOID HEIGHT    -        -33.120 (meters)                     GEOID18
 DP7959  DYNAMIC HEIGHT  -          1.519 (meters)        4.98  (feet) COMP
 DP7959  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 DP7959
 DP7959  VERT ORDER      -  FIRST     CLASS II
 DP7959
 DP7959.The horizontal coordinates were determined by differentially corrected
 DP7959.hand held GPS observations or other comparable positioning techniques
 DP7959.and have an estimated accuracy of +/- 3 meters.
 DP7959
 DP7959.The orthometric height was determined by differential leveling and
 DP7959.adjusted by the NATIONAL GEODETIC SURVEY
 DP7959.in September 2015.
 DP7959
 DP7959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7959.GEOID18 height accuracy estimate available here.
 DP7959
 DP7959.Click photographs - Photos may exist for this station.
 DP7959
 DP7959.The dynamic height is computed by dividing the NAVD 88
 DP7959.geopotential number by the normal gravity value computed on the
 DP7959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7959.degrees latitude (g = 980.6199 gals.).
 DP7959
 DP7959.The modeled gravity was interpolated from observed gravity values.
 DP7959
 DP7959;                    North         East    Units  Estimated Accuracy
 DP7959;SPC NJ       -   119,191.4     185,717.5     MT  (+/- 3 meters HH1 GPS) 
 DP7959
 DP7959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7844517756(NAD 83)
 DP7959
 DP7959                          SUPERSEDED SURVEY CONTROL
 DP7959
 DP7959.No superseded survey control is available for this station.
 DP7959
 DP7959_MARKER: DD = SURVEY DISK
 DP7959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7959_SP_SET: WATER TANK LEG BASE
 DP7959_STAMPING: 15 H 6 2012
 DP7959_MARK LOGO: NJGS
 DP7959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7959+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7959
 DP7959  HISTORY     - Date     Condition        Report By
 DP7959  HISTORY     - 20120314 MONUMENTED       NJGS
 DP7959  HISTORY     - 20160411 GOOD             NJGS
 DP7959
 DP7959                          STATION DESCRIPTION
 DP7959
 DP7959'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7959'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHEAST OF FORKED
 DP7959'RIVER, 7.0 MI (11.3 KM) EAST-SOUTHEAST OF TOMS RIVER AND 1.4 MI (2.3
 DP7959'KM) SOUTH OF SEASIDE PARK.
 DP7959'
 DP7959'THE STATION IS LOCATED IN BERKELEY TOWNSHIP.
 DP7959'
 DP7959'THE STATION IS ON THE SOUTH SIDE OF 23RD AVENUE WITHIN THE LOCAL
 DP7959'COMMUNITY OF SOUTH SEASIDE PARK, ON THE GROUNDS OF A PRIVATELY OWNED
 DP7959'WATER STORAGE FACILITY, BELONGING TO THE SHORE WATER COMPANY, SET
 DP7959'FLUSH IN A DRILL HOLE AT THE NORTHEAST CORNER OF THE CONCRETE
 DP7959'FOUNDATION SUPPORTING THE CENTRAL COLUMN PIPE OF A FOUR LEGGED WATER
 DP7959'TANK.
 DP7959'
 DP7959'THE STATION IS 105.0 FT (32.0 M) SOUTH FROM THE CENTERLINE OF 23RD
 DP7959'AVENUE, 253.0 FT (77.1 M) WEST FROM THE CENTERLINE OF THE SOUTHBOUND
 DP7959'LANES OF SOUTH CENTRAL AVENUE (STATE HIGHWAY 35), 44.0 FT (13.4 M)
 DP7959'SOUTHWEST FOR THE SOUTHWEST CORNER OF WATER COMPANY OFFICE BUILDING
 DP7959'AND 18.0 FT (5.5 M) SOUTHWEST FROM THE NORTHEAST LEG OF THE WATER
 DP7959'TANK.
 DP7959
 DP7959                          STATION RECOVERY (2016)
 DP7959
 DP7959'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7959'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3985 ***********************************************************************
 DQ3985  DESIGNATION -  15 H 7
 DQ3985  PID         -  DQ3985
 DQ3985  STATE/COUNTY-  NJ/OCEAN
 DQ3985  COUNTRY     -  US
 DQ3985  USGS QUAD   -  POINT PLEASANT (2019)
 DQ3985
 DQ3985                         *CURRENT SURVEY CONTROL
 DQ3985  ______________________________________________________________________
 DQ3985* NAD 83(1986) POSITION- 40 02 52.65   (N) 074 02 54.64   (W)   HD_HELD1
 DQ3985* NAVD 88 ORTHO HEIGHT -     1.422 (meters)        4.67  (feet) ADJUSTED
 DQ3985  ______________________________________________________________________
 DQ3985  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 DQ3985  DYNAMIC HEIGHT  -          1.421 (meters)        4.66  (feet) COMP
 DQ3985  MODELED GRAVITY -    980,159.0   (mgal)                       NAVD 88
 DQ3985
 DQ3985  VERT ORDER      -  FIRST     CLASS II
 DQ3985
 DQ3985.The horizontal coordinates were determined by differentially corrected
 DQ3985.hand held GPS observations or other comparable positioning techniques
 DQ3985.and have an estimated accuracy of +/- 3 meters.
 DQ3985
 DQ3985.The orthometric height was determined by differential leveling and
 DQ3985.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3985.in March 2017.
 DQ3985
 DQ3985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3985.GEOID18 height accuracy estimate available here.
 DQ3985
 DQ3985.Click photographs - Photos may exist for this station.
 DQ3985
 DQ3985.The dynamic height is computed by dividing the NAVD 88
 DQ3985.geopotential number by the normal gravity value computed on the
 DQ3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3985.degrees latitude (g = 980.6199 gals.).
 DQ3985
 DQ3985.The modeled gravity was interpolated from observed gravity values.
 DQ3985
 DQ3985;                    North         East    Units  Estimated Accuracy
 DQ3985;SPC NJ       -   134,936.6     188,523.6     MT  (+/- 3 meters HH1 GPS) 
 DQ3985
 DQ3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8116233513(NAD 83)
 DQ3985
 DQ3985                          SUPERSEDED SURVEY CONTROL
 DQ3985
 DQ3985.No superseded survey control is available for this station.
 DQ3985
 DQ3985_MARKER: DD = SURVEY DISK
 DQ3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3985_STAMPING: 15 H 7 2015
 DQ3985_MARK LOGO: NJGS
 DQ3985_PROJECTION: FLUSH
 DQ3985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3985+STABILITY: SURFACE MOTION
 DQ3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3985+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 DQ3985
 DQ3985  HISTORY     - Date     Condition        Report By
 DQ3985  HISTORY     - 20151109 MONUMENTED       NJGS
 DQ3985
 DQ3985                          STATION DESCRIPTION
 DQ3985
 DQ3985'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3985'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF SEASIDE PARK,
 DQ3985'3.0 MI (4.8 KM) SOUTH OF POINT PLEASANT BEACH AND 2.6 MI (4.2 KM)
 DQ3985'SOUTH-SOUTHEAST OF POINT PLEASANT.
 DQ3985'
 DQ3985'TO REACH THE STATION FROM THE TEE INTERSECTION OF STATE HIGHWAY 35 AND
 DQ3985'HERBERT STREET (COUNTY ROAD 528), GO NORTH ON STATE HIGHWAY 35 FOR
 DQ3985'0.58 MI (0.93 KM) TO THE STATION ON THE RIGHT, LOCATED IN THE BOROUGH
 DQ3985'OF MANTOLOKING, BETWEEN THE SIDEWALK AND CURB, BETWEEN HOUSE NUMBERS
 DQ3985'1047 AND 1049.
 DQ3985'
 DQ3985'IT IS 12.0 FT (3.7 M) NORTH OF A FIRE HYDRANT, 1.4 FT (0.4 M) WEST OF
 DQ3985'THE WEST EDGE OF THE SIDEWALK, 2.9 FT (0.9 M) EAST OF THE EAST CURB,
 DQ3985'21.2 FT (6.5 M) NORTH OF POLE NUMBER JC110MTB, 21 FT (6.4 M) SOUTH OF
 DQ3985'THE CENTERLINE OF DRIVEWAY TO HOUSE NUMBER 1047, 95.7 FT (29.2 M)
 DQ3985'NORTH OF THE CENTERLINE OF DRIVEWAY TO HOUSE NUMBER 1049, 2 FT (0.6 M)
 DQ3985'EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3994 ***********************************************************************
 DQ3994  DESIGNATION -  15 H 8
 DQ3994  PID         -  DQ3994
 DQ3994  STATE/COUNTY-  NJ/OCEAN
 DQ3994  COUNTRY     -  US
 DQ3994  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3994
 DQ3994                         *CURRENT SURVEY CONTROL
 DQ3994  ______________________________________________________________________
 DQ3994* NAD 83(1986) POSITION- 39 57 17.65   (N) 074 04 16.99   (W)   HD_HELD1
 DQ3994* NAVD 88 ORTHO HEIGHT -     1.314 (meters)        4.31  (feet) ADJUSTED
 DQ3994  ______________________________________________________________________
 DQ3994  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 DQ3994  DYNAMIC HEIGHT  -          1.313 (meters)        4.31  (feet) COMP
 DQ3994  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DQ3994
 DQ3994  VERT ORDER      -  FIRST     CLASS II
 DQ3994
 DQ3994.The horizontal coordinates were determined by differentially corrected
 DQ3994.hand held GPS observations or other comparable positioning techniques
 DQ3994.and have an estimated accuracy of +/- 3 meters.
 DQ3994
 DQ3994.The orthometric height was determined by differential leveling and
 DQ3994.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3994.in March 2017.
 DQ3994
 DQ3994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3994.GEOID18 height accuracy estimate available here.
 DQ3994
 DQ3994.Click photographs - Photos may exist for this station.
 DQ3994
 DQ3994.The dynamic height is computed by dividing the NAVD 88
 DQ3994.geopotential number by the normal gravity value computed on the
 DQ3994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3994.degrees latitude (g = 980.6199 gals.).
 DQ3994
 DQ3994.The modeled gravity was interpolated from observed gravity values.
 DQ3994
 DQ3994;                    North         East    Units  Estimated Accuracy
 DQ3994;SPC NJ       -   124,595.5     186,621.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3994
 DQ3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7931823164(NAD 83)
 DQ3994
 DQ3994                          SUPERSEDED SURVEY CONTROL
 DQ3994
 DQ3994.No superseded survey control is available for this station.
 DQ3994
 DQ3994_MARKER: DD = SURVEY DISK
 DQ3994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3994_STAMPING: 15 H 8 2015
 DQ3994_MARK LOGO: NJDT
 DQ3994_PROJECTION: FLUSH
 DQ3994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3994+STABILITY: SURFACE MOTION
 DQ3994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3994+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ3994
 DQ3994  HISTORY     - Date     Condition        Report By
 DQ3994  HISTORY     - UNK      MONUMENTED       NJDT
 DQ3994  HISTORY     - 20151124 GOOD             NJGS
 DQ3994
 DQ3994                          STATION DESCRIPTION
 DQ3994
 DQ3994'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3994'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF POINT PLEASANT,
 DQ3994'6.7 MI (10.8 KM) EAST OF TOMS RIVER AND 2.0 MI (3.2 KM) NORTH OF
 DQ3994'SEASIDE PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER TOWNSHIP.
 DQ3994'
 DQ3994'THE STATION IS LOCATED BETWEEN THE CURB AND SIDEWALK ON THE EAST SIDE
 DQ3994'OF NORTHBOUND LANES OF GRAND CENTRAL AVENUE (NEW JERSEY STATE ROUTE
 DQ3994'35), BETWEEN SIXTH AND SEVENTH AVENUES.
 DQ3994'
 DQ3994'THE STATION IS 2 FT (0.6 M) EAST OF THE EAST CURB OF NEW JERSEY STATE
 DQ3994'ROUTE 35, 1.7 FT (0.5 M) WEST OF THE WEST EDGE OF THE SIDEWALK, 160 FT
 DQ3994'(48.8 M) SOUTH OF THE SOUTH CURB OF SIXTH AVENUE, 59.5 FT (18.1 M)
 DQ3994'NORTH OF THE NORTH CURB OF SEVENTH AVENUE, 48 FT (14.6 M) NORTH OF
 DQ3994'POLE NUMBER 65, 28 FT (8.5 M) EAST OF THE CENTERLINE OF NORTHBOUND
 DQ3994'LANES OF NEW JERSEY STATE ROUTE 35.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6459 ***********************************************************************
 DR6459  DESIGNATION -  15 H 9
 DR6459  PID         -  DR6459
 DR6459  STATE/COUNTY-  NJ/OCEAN
 DR6459  COUNTRY     -  US
 DR6459  USGS QUAD   -  WEST CREEK (2019)
 DR6459
 DR6459                         *CURRENT SURVEY CONTROL
 DR6459  ______________________________________________________________________
 DR6459* NAD 83(1986) POSITION- 39 41 29.16   (N) 074 15 02.89   (W)   HD_HELD1
 DR6459* NAVD 88 ORTHO HEIGHT -     7.393 (meters)       24.26  (feet) ADJUSTED
 DR6459  ______________________________________________________________________
 DR6459  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 DR6459  DYNAMIC HEIGHT  -          7.390 (meters)       24.25  (feet) COMP
 DR6459  MODELED GRAVITY -    980,162.0   (mgal)                       NAVD 88
 DR6459
 DR6459  VERT ORDER      -  FIRST     CLASS II
 DR6459
 DR6459.The horizontal coordinates were determined by differentially corrected
 DR6459.hand held GPS observations or other comparable positioning techniques
 DR6459.and have an estimated accuracy of +/- 3 meters.
 DR6459
 DR6459.The orthometric height was determined by differential leveling and
 DR6459.adjusted by the NATIONAL GEODETIC SURVEY
 DR6459.in February 2021.
 DR6459
 DR6459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6459.GEOID18 height accuracy estimate available here.
 DR6459
 DR6459.Click photographs - Photos may exist for this station.
 DR6459
 DR6459.The dynamic height is computed by dividing the NAVD 88
 DR6459.geopotential number by the normal gravity value computed on the
 DR6459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6459.degrees latitude (g = 980.6199 gals.).
 DR6459
 DR6459.The modeled gravity was interpolated from observed gravity values.
 DR6459
 DR6459;                    North         East    Units  Estimated Accuracy
 DR6459;SPC NJ       -    95,286.8     171,373.3     MT  (+/- 3 meters HH1 GPS) 
 DR6459
 DR6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6423893778(NAD 83)
 DR6459
 DR6459                          SUPERSEDED SURVEY CONTROL
 DR6459
 DR6459.No superseded survey control is available for this station.
 DR6459
 DR6459_MARKER: DD = SURVEY DISK
 DR6459_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6459_SP_SET: ELECRICAL CABINET BASE
 DR6459_STAMPING: 15 H 9 2019
 DR6459_MARK LOGO: NJGS
 DR6459_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6459+STABILITY: SURFACE MOTION
 DR6459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6459+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DR6459
 DR6459  HISTORY     - Date     Condition        Report By
 DR6459  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6459
 DR6459                          STATION DESCRIPTION
 DR6459
 DR6459'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6459'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 DR6459'BROOKVILLE, 5.0 MI (8.0 KM) NORTHWEST OF SHIP BOTTOM AND 5.0 MI (8.0
 DR6459'KM) NORTHEAST OF WEST CREEK, IN STAFFORD TOWNSHIP.
 DR6459'
 DR6459'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (U.S. HIGHWAY 9)
 DR6459'AND EAST BAY AVENUE (COUNTY ROUTE 50) IN MANAHAWKIN, GO 0.5 MI (0.8
 DR6459'KM) EAST-SOUTHEAST ON EAST BAY AVENUE TO THE STATION, SET IN A DRILL
 DR6459'HOLE IN THE BASE OF AN ELECTRICAL CABINET ON THE RIGHT, AT THE
 DR6459'SOUTHWEST CORNER OF THE JUNCTION OF EAST BAY AVENUE AND JENNINGS ROAD.
 DR6459'THE STATION IS 7 FT (2.1 M) NORTHWEST OF THE NORTHWEST CURB OF
 DR6459'JENNINGS ROAD, 35 FT (10.7 M) SOUTHWEST OF THE CURB OF EAST BAY
 DR6459'AVENUE, 19 FT (5.8 M) SOUTHWEST OF A TRAFFIC SIGNAL MAST AND 77 FT
 DR6459'(23.5 M) NORTHEAST OF THE CENTERLINE OF A DRIVEWAY FOR A PHARMACY
 DR6459'BUSINESS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6297 ***********************************************************************
 KV6297  DESIGNATION -  15 J 1
 KV6297  PID         -  KV6297
 KV6297  STATE/COUNTY-  NJ/OCEAN
 KV6297  COUNTRY     -  US
 KV6297  USGS QUAD   -  ADELPHIA (2019)
 KV6297
 KV6297                         *CURRENT SURVEY CONTROL
 KV6297  ______________________________________________________________________
 KV6297* NAD 83(2011) POSITION- 40 09 22.01422(N) 074 15 41.48635(W)   ADJUSTED
 KV6297* NAD 83(2011) ELLIP HT-    -1.570 (meters)        (06/27/12)   ADJUSTED
 KV6297* NAD 83(2011) EPOCH   -  2010.00
 KV6297* NAVD 88 ORTHO HEIGHT -    30.961 (meters)      101.58  (feet) ADJUSTED
 KV6297  ______________________________________________________________________
 KV6297  GEOID HEIGHT    -        -32.529 (meters)                     GEOID18
 KV6297  NAD 83(2011) X  -  1,324,104.039 (meters)                     COMP
 KV6297  NAD 83(2011) Y  - -4,698,535.902 (meters)                     COMP
 KV6297  NAD 83(2011) Z  -  4,091,248.294 (meters)                     COMP
 KV6297  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 KV6297  DYNAMIC HEIGHT  -         30.947 (meters)      101.53  (feet) COMP
 KV6297  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 KV6297
 KV6297  VERT ORDER      -  FIRST     CLASS II
 KV6297
 KV6297  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6297  Standards:
 KV6297         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6297            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6297  -------------------------------------------------------------------
 KV6297  NETWORK    0.56   1.00           0.25   0.20   0.51      0.05537896
 KV6297  -------------------------------------------------------------------
 KV6297  Click here for local accuracies and other accuracy information.
 KV6297
 KV6297.The horizontal coordinates were established by GPS observations
 KV6297.and adjusted by the National Geodetic Survey in June 2012.
 KV6297
 KV6297.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6297.been affixed to the stable North American tectonic plate. See 
 KV6297.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6297
 KV6297.The horizontal coordinates are valid at the epoch date displayed above
 KV6297.which is a decimal equivalence of Year/Month/Day.
 KV6297
 KV6297.The orthometric height was determined by differential leveling and
 KV6297.adjusted by the NATIONAL GEODETIC SURVEY
 KV6297.in June 1991.
 KV6297
 KV6297.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6297.GEOID18 height accuracy estimate available here.
 KV6297
 KV6297.Click photographs - Photos may exist for this station.
 KV6297
 KV6297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6297
 KV6297.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6297
 KV6297.The ellipsoidal height was determined by GPS observations
 KV6297.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6297
 KV6297;                    North         East     Units Scale Factor Converg.
 KV6297;SPC NJ       -   146,874.352   170,315.913   MT  0.99990508   +0 09 13.6
 KV6297;SPC NJ       -   481,870.27    558,778.12   sFT  0.99990508   +0 09 13.6
 KV6297;UTM  18      - 4,445,346.076   562,892.600   MT  0.99964869   +0 28 34.5
 KV6297
 KV6297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6297!SPC NJ       -   1.00000025  x   0.99990508  =   0.99990533
 KV6297!UTM  18      -   1.00000025  x   0.99964869  =   0.99964894
 KV6297
 KV6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6289245346(NAD 83)
 KV6297
 KV6297                          SUPERSEDED SURVEY CONTROL
 KV6297
 KV6297  NAD 83(2007)-  40 09 22.01481(N)    074 15 41.48690(W) AD(2002.00) 0
 KV6297  ELLIP H (02/10/07)   -1.569  (m)                       GP(2002.00)    
 KV6297  NAD 83(1996)-  40 09 22.01463(N)    074 15 41.48733(W) AD(       ) 1
 KV6297  ELLIP H (04/17/03)   -1.559  (m)                       GP(       ) 3 1
 KV6297  NAVD 88              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
 KV6297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6297.See file dsdata.pdf to determine how the superseded data were derived.
 KV6297
 KV6297_MARKER: DD = SURVEY DISK
 KV6297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 23, 2020
 KV6297
 KV6297  HISTORY     - Date     Condition        Report By
 KV6297  HISTORY     - 1989     MONUMENTED       NJDT
 KV6297  HISTORY     - 19890622 GOOD             NJGS
 KV6297  HISTORY     - 20020202 GOOD             NJGS
 KV6297  HISTORY     - 20200423 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
 KV6297                          STATION RECOVERY (2020)
 KV6297
 KV6297'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6470 ***********************************************************************
 DR6470  DESIGNATION -  15 J 10
 DR6470  PID         -  DR6470
 DR6470  STATE/COUNTY-  NJ/OCEAN
 DR6470  COUNTRY     -  US
 DR6470  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6470
 DR6470                         *CURRENT SURVEY CONTROL
 DR6470  ______________________________________________________________________
 DR6470* NAD 83(1986) POSITION- 39 39 46.05   (N) 074 12 18.36   (W)   HD_HELD1
 DR6470* NAVD 88 ORTHO HEIGHT -    19.677 (meters)       64.56  (feet) ADJUSTED
 DR6470  ______________________________________________________________________
 DR6470  GEOID HEIGHT    -        -33.470 (meters)                     GEOID18
 DR6470  DYNAMIC HEIGHT  -         19.668 (meters)       64.53  (feet) COMP
 DR6470  MODELED GRAVITY -    980,154.9   (mgal)                       NAVD 88
 DR6470
 DR6470  VERT ORDER      -  FIRST     CLASS II
 DR6470
 DR6470.The horizontal coordinates were determined by differentially corrected
 DR6470.hand held GPS observations or other comparable positioning techniques
 DR6470.and have an estimated accuracy of +/- 3 meters.
 DR6470
 DR6470.The orthometric height was determined by differential leveling and
 DR6470.adjusted by the NATIONAL GEODETIC SURVEY
 DR6470.in February 2021.
 DR6470
 DR6470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6470.GEOID18 height accuracy estimate available here.
 DR6470
 DR6470.Click photographs - Photos may exist for this station.
 DR6470
 DR6470.The dynamic height is computed by dividing the NAVD 88
 DR6470.geopotential number by the normal gravity value computed on the
 DR6470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6470.degrees latitude (g = 980.6199 gals.).
 DR6470
 DR6470.The modeled gravity was interpolated from observed gravity values.
 DR6470
 DR6470;                    North         East    Units  Estimated Accuracy
 DR6470;SPC NJ       -    92,119.0     175,303.6     MT  (+/- 3 meters HH1 GPS) 
 DR6470
 DR6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6818590633(NAD 83)
 DR6470
 DR6470                          SUPERSEDED SURVEY CONTROL
 DR6470
 DR6470.No superseded survey control is available for this station.
 DR6470
 DR6470_MARKER: DD = SURVEY DISK
 DR6470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR6470_SP_SET: BRIDGE SIDEWALK
 DR6470_STAMPING: 15 J 10 2019
 DR6470_MARK LOGO: NJGS
 DR6470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6470+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DR6470
 DR6470  HISTORY     - Date     Condition        Report By
 DR6470  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6470
 DR6470                          STATION DESCRIPTION
 DR6470
 DR6470'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6470'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF BEACH
 DR6470'HAVEN, 5.8 MI (9.3 KM) EAST-NORTHEAST OF WEST CREEK AND 1.9 MI (3.1
 DR6470'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6470'
 DR6470'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6470'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6470'SHIP BOTTOM, GO 1.8 MI (2.9 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6470'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE
 DR6470'IN THE SIDEWALK AREA BETWEEN THE TRAFFIC GUARD RAIL AND BRIDGE
 DR6470'BALUSTRADE WALL AT THE TOP OF THE NEW JERSEY STATE ROUTE 72 BRIDGE
 DR6470'(DORLAND J. HENDERSON MEMORIAL BRIDGE) SPANNING THE MANAHAWKIN BAY,
 DR6470'ABOVE THE BOATING CHANNEL IN THE CENTER OF THE BRIDGE AT THE BOATING
 DR6470'NAVIGATION CHANNEL LIGHT.
 DR6470'
 DR6470'THE STATION IS 78.6 FT (24.0 M) SOUTHEAST OF A LIGHT POLE, 78.6 FT
 DR6470'(24.0 M) NORTHWEST OF A LIGHT POLE, 5 FT (1.5 M) SOUTHWEST OF THE FACE
 DR6470'OF THE BALUSTRADE WALL AND 1.5 FT (0.5 M) NORTHEAST OF THE CURB OF THE
 DR6470'PEDESTRIAN TRAFFIC GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6503 ***********************************************************************
 DR6503  DESIGNATION -  15 J 11
 DR6503  PID         -  DR6503
 DR6503  STATE/COUNTY-  NJ/OCEAN
 DR6503  COUNTRY     -  US
 DR6503  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6503
 DR6503                         *CURRENT SURVEY CONTROL
 DR6503  ______________________________________________________________________
 DR6503* NAD 83(1986) POSITION- 39 40 01.21   (N) 074 12 53.13   (W)   HD_HELD1
 DR6503* NAVD 88 ORTHO HEIGHT -     4.137 (meters)       13.57  (feet) ADJUSTED
 DR6503  ______________________________________________________________________
 DR6503  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 DR6503  DYNAMIC HEIGHT  -          4.135 (meters)       13.57  (feet) COMP
 DR6503  MODELED GRAVITY -    980,156.2   (mgal)                       NAVD 88
 DR6503
 DR6503  VERT ORDER      -  FIRST     CLASS II
 DR6503
 DR6503.The horizontal coordinates were determined by differentially corrected
 DR6503.hand held GPS observations or other comparable positioning techniques
 DR6503.and have an estimated accuracy of +/- 3 meters.
 DR6503
 DR6503.The orthometric height was determined by differential leveling and
 DR6503.adjusted by the NATIONAL GEODETIC SURVEY
 DR6503.in February 2021.
 DR6503
 DR6503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6503.GEOID18 height accuracy estimate available here.
 DR6503
 DR6503.Click photographs - Photos may exist for this station.
 DR6503
 DR6503.The dynamic height is computed by dividing the NAVD 88
 DR6503.geopotential number by the normal gravity value computed on the
 DR6503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6503.degrees latitude (g = 980.6199 gals.).
 DR6503
 DR6503.The modeled gravity was interpolated from observed gravity values.
 DR6503
 DR6503;                    North         East    Units  Estimated Accuracy
 DR6503;SPC NJ       -    92,583.8     174,473.4     MT  (+/- 3 meters HH1 GPS) 
 DR6503
 DR6503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6735291093(NAD 83)
 DR6503
 DR6503                          SUPERSEDED SURVEY CONTROL
 DR6503
 DR6503.No superseded survey control is available for this station.
 DR6503
 DR6503_MARKER: DD = SURVEY DISK
 DR6503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6503_STAMPING: 15 J 11 2019
 DR6503_MARK LOGO: NJDT
 DR6503_PROJECTION: FLUSH
 DR6503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6503+STABILITY: SURFACE MOTION
 DR6503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6503+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6503
 DR6503  HISTORY     - Date     Condition        Report By
 DR6503  HISTORY     - 2019     MONUMENTED       NJDT
 DR6503  HISTORY     - 20200603 GOOD             NJGS
 DR6503
 DR6503                          STATION DESCRIPTION
 DR6503
 DR6503'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6503'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF BEACH
 DR6503'HAVEN, 5.4 MI (8.7 KM) EAST-NORTHEAST OF WEST CREEK AND 2.5 MI (4.0
 DR6503'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6503'
 DR6503'TO REACH FROM THE NEW JERSEY STATE HIGHWAY 72 BRIDGE OVER U.S. HIGHWAY
 DR6503'9, GO 3.05 MI (4.91 KM) EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 72
 DR6503'TO THE STATION ON THE RIGHT, LOCATED IN THE GRASS AREA ON THE
 DR6503'SOUTHWEST SIDE OF NEW JERSEY STATE HIGHWAY 72 EASTBOUND.
 DR6503'
 DR6503'IT IS ABOUT 95 FT (29.0 M) NORTHWEST FROM THE NORTHWEST END OF A
 DR6503'BRIDGE SPANNING HILLARDS THOROFARE, 79 FT (24.1 M) SOUTHEAST OF THE
 DR6503'CENTER OF AN ELECTRICAL JUNCTION BOX, 4 FT (1.2 M) SOUTHWEST OF THE
 DR6503'CURB OF NEW JERSEY STATE HIGHWAY 72 EASTBOUND, 20.4 FT (6.2 M)
 DR6503'NORTHEAST OF THE NORTH EDGE OF A SIDEWALK LEADING UNDER THE HIGHWAY
 DR6503'AND 163.9 FT (50.0 M) NORTHWEST OF POLE NUMBER T15501.
 DR6503'
 DR6503'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT EASTBOUND BASELINE
 DR6503'MONUMENT (STA 566+77.701 OFFSET R22.985).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6525 ***********************************************************************
 DR6525  DESIGNATION -  15 J 12
 DR6525  PID         -  DR6525
 DR6525  STATE/COUNTY-  NJ/OCEAN
 DR6525  COUNTRY     -  US
 DR6525  USGS QUAD   -  BEACH HAVEN (2019)
 DR6525
 DR6525                         *CURRENT SURVEY CONTROL
 DR6525  ______________________________________________________________________
 DR6525* NAD 83(1986) POSITION- 39 34 11.26   (N) 074 13 52.49   (W)   HD_HELD1
 DR6525* NAVD 88 ORTHO HEIGHT -     2.755 (meters)        9.04  (feet) ADJUSTED
 DR6525  ______________________________________________________________________
 DR6525  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 DR6525  DYNAMIC HEIGHT  -          2.754 (meters)        9.04  (feet) COMP
 DR6525  MODELED GRAVITY -    980,137.2   (mgal)                       NAVD 88
 DR6525
 DR6525  VERT ORDER      -  FIRST     CLASS II
 DR6525
 DR6525.The horizontal coordinates were determined by differentially corrected
 DR6525.hand held GPS observations or other comparable positioning techniques
 DR6525.and have an estimated accuracy of +/- 3 meters.
 DR6525
 DR6525.The orthometric height was determined by differential leveling and
 DR6525.adjusted by the NATIONAL GEODETIC SURVEY
 DR6525.in February 2021.
 DR6525
 DR6525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6525.GEOID18 height accuracy estimate available here.
 DR6525
 DR6525.Click photographs - Photos may exist for this station.
 DR6525
 DR6525.The dynamic height is computed by dividing the NAVD 88
 DR6525.geopotential number by the normal gravity value computed on the
 DR6525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6525.degrees latitude (g = 980.6199 gals.).
 DR6525
 DR6525.The modeled gravity was interpolated from observed gravity values.
 DR6525
 DR6525;                    North         East    Units  Estimated Accuracy
 DR6525;SPC NJ       -    81,787.7     173,090.9     MT  (+/- 3 meters HH1 GPS) 
 DR6525
 DR6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6603080292(NAD 83)
 DR6525
 DR6525                          SUPERSEDED SURVEY CONTROL
 DR6525
 DR6525.No superseded survey control is available for this station.
 DR6525
 DR6525_MARKER: DD = SURVEY DISK
 DR6525_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6525_SP_SET: CURB
 DR6525_STAMPING: 15 J 12 2020
 DR6525_MARK LOGO: USACE
 DR6525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6525+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6525
 DR6525  HISTORY     - Date     Condition        Report By
 DR6525  HISTORY     - 20200422 MONUMENTED       USACE
 DR6525  HISTORY     - 20200825 GOOD             NJGS
 DR6525
 DR6525                          STATION DESCRIPTION
 DR6525
 DR6525'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6525'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF WEST CREEK, 5.7
 DR6525'MI (9.2 KM) SOUTH-SOUTHWEST OF SHIP BOTTOM AND 1.0 MI (1.6 KM)
 DR6525'NORTHEAST OF BEACH HAVEN, IN NORTH BEACH HAVEN.
 DR6525'
 DR6525'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6525'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6525'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 6.2 MI (10.0 KM) TO THE
 DR6525'INTERSECTION WITH EAST 12TH STREET.  TURN LEFT AND GO 0.2 MI (0.3 KM)
 DR6525'ON EAST 12TH STREET TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE
 DR6525'IN THE SOUTH CURB OF 12TH STREET, NEAR HOUSE NUMBER 22.
 DR6525'
 DR6525'IT IS 17.8 FT (5.4 M) SOUTHWEST OF THE CENTERLINE OF 12TH STREET, 42
 DR6525'SOUTH-SOUTHWEST OF POLE NUMBER P12018, 120 FT (36.6 M) WEST OF POLE
 DR6525'NUMBER P12095/BT129 AND 94 FT (28.7 M) EAST-SOUTHEAST OF POLE NUMBER
 DR6525'BT148BH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9359 ***********************************************************************
 AI9359  DESIGNATION -  15 J 3
 AI9359  PID         -  AI9359
 AI9359  STATE/COUNTY-  NJ/OCEAN
 AI9359  COUNTRY     -  US
 AI9359  USGS QUAD   -  TUCKERTON (2019)
 AI9359
 AI9359                         *CURRENT SURVEY CONTROL
 AI9359  ______________________________________________________________________
 AI9359* NAD 83(1986) POSITION- 39 31 14.     (N) 074 19 10.     (W)   SCALED
 AI9359* NAVD 88 ORTHO HEIGHT -     2.248 (meters)        7.38  (feet) ADJUSTED
 AI9359  ______________________________________________________________________
 AI9359  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 AI9359  DYNAMIC HEIGHT  -          2.247 (meters)        7.37  (feet) COMP
 AI9359  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 AI9359
 AI9359  VERT ORDER      -  FIRST     CLASS II
 AI9359
 AI9359.The horizontal coordinates were scaled from a map and have
 AI9359.an estimated accuracy of +/- 6 seconds.
 AI9359
 AI9359.The orthometric height was determined by differential leveling and
 AI9359.adjusted by the NATIONAL GEODETIC SURVEY
 AI9359.in March 2001.
 AI9359
 AI9359.No vertical observational check was made to the station.
 AI9359
 AI9359.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9359.GEOID18 height accuracy estimate available here.
 AI9359
 AI9359.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ584747(NAD 83)
 AI9359
 AI9359                          SUPERSEDED SURVEY CONTROL
 AI9359
 AI9359.No superseded survey control is available for this station.
 AI9359
 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 = JULY 24, 2026 22:12:30 EDT
 DM5990 ***********************************************************************
 DM5990  DESIGNATION -  15 J 4
 DM5990  PID         -  DM5990
 DM5990  STATE/COUNTY-  NJ/OCEAN
 DM5990  COUNTRY     -  US
 DM5990  USGS QUAD   -  TOMS RIVER (2019)
 DM5990
 DM5990                         *CURRENT SURVEY CONTROL
 DM5990  ______________________________________________________________________
 DM5990* NAD 83(1986) POSITION- 39 57 25.     (N) 074 12 36.     (W)   SCALED
 DM5990* NAVD 88 ORTHO HEIGHT -     4.634 (meters)       15.20  (feet) ADJUSTED
 DM5990  ______________________________________________________________________
 DM5990  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 DM5990  DYNAMIC HEIGHT  -          4.632 (meters)       15.20  (feet) COMP
 DM5990  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 DM5990
 DM5990  VERT ORDER      -  FIRST     CLASS II
 DM5990
 DM5990.The horizontal coordinates were scaled from a map and have
 DM5990.an estimated accuracy of +/- 6 seconds.
 DM5990
 DM5990.The orthometric height was determined by differential leveling and
 DM5990.adjusted by the NATIONAL GEODETIC SURVEY
 DM5990.in May 2011.
 DM5990
 DM5990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5990.GEOID18 height accuracy estimate available here.
 DM5990
 DM5990.Click photographs - Photos may exist for this station.
 DM5990
 DM5990.The dynamic height is computed by dividing the NAVD 88
 DM5990.geopotential number by the normal gravity value computed on the
 DM5990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5990.degrees latitude (g = 980.6199 gals.).
 DM5990
 DM5990.The modeled gravity was interpolated from observed gravity values.
 DM5990
 DM5990;                    North         East    Units  Estimated Accuracy
 DM5990;SPC NJ       -   124,780.      174,780.      MT  (+/- 180 meters Scaled)
 DM5990
 DM5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK674232(NAD 83)
 DM5990
 DM5990                          SUPERSEDED SURVEY CONTROL
 DM5990
 DM5990.No superseded survey control is available for this station.
 DM5990
 DM5990_MARKER: DD = SURVEY DISK
 DM5990_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5990_SP_SET: BRIDGE ABUTMENT
 DM5990_STAMPING: 15 J 4 2007
 DM5990_MARK LOGO: NJGS
 DM5990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5990+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2007
 DM5990
 DM5990  HISTORY     - Date     Condition        Report By
 DM5990  HISTORY     - 20070517 MONUMENTED       NJGS
 DM5990
 DM5990                          STATION DESCRIPTION
 DM5990
 DM5990'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM5990'THE STATION IS LOCATED IN DOVER TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM5990'NORTH END OF THE WEST BRIDGE (NUMBER 07001) ABUTMENT OF THE LAKEHURST
 DM5990'ROAD (COUNTY ROUTE 527) OVER THE TOMS RIVER.
 DM5990'
 DM5990'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE HIGHWAY 37 AND
 DM5990'LAKEHURST ROAD, GO 1.3 MI (2.09 KM) EAST ON LAKEHURST ROAD TO THE
 DM5990'STATION ON THE LEFT.  THE STATION IS ALSO ABOUT 0.2 MI (0.32 KM) WEST
 DM5990'ON LAKEHURST ROAD FROM THE ROADWAY BRIDGE OVER THE GARDEN STATE
 DM5990'PARKWAY.
 DM5990'
 DM5990'THE STATION IS 5.0 FT (1.5 M) NORTH OF THE NORTH CURB OF LAKEHURST
 DM5990'ROAD, 69.9 FT (21.3 M) EAST OF POLE NUMBER JC 9193 DV, 112.0 FT (34.1
 DM5990'M) WEST OF POLE NUMBER JC 186 RTN, 36.5 FT (11.1 M) WEST OF THE CENTER
 DM5990'OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7932 ***********************************************************************
 DP7932  DESIGNATION -  15 J 5
 DP7932  PID         -  DP7932
 DP7932  STATE/COUNTY-  NJ/OCEAN
 DP7932  COUNTRY     -  US
 DP7932  USGS QUAD   -  SEASIDE PARK (2019)
 DP7932
 DP7932                         *CURRENT SURVEY CONTROL
 DP7932  ______________________________________________________________________
 DP7932* NAD 83(1986) POSITION- 39 59 37.79   (N) 074 03 48.96   (W)   HD_HELD1
 DP7932* NAVD 88 ORTHO HEIGHT -     1.868 (meters)        6.13  (feet) ADJUSTED
 DP7932  ______________________________________________________________________
 DP7932  GEOID HEIGHT    -        -33.073 (meters)                     GEOID18
 DP7932  DYNAMIC HEIGHT  -          1.867 (meters)        6.13  (feet) COMP
 DP7932  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 DP7932
 DP7932  VERT ORDER      -  FIRST     CLASS II
 DP7932
 DP7932.The horizontal coordinates were determined by differentially corrected
 DP7932.hand held GPS observations or other comparable positioning techniques
 DP7932.and have an estimated accuracy of +/- 3 meters.
 DP7932
 DP7932.The orthometric height was determined by differential leveling and
 DP7932.adjusted by the NATIONAL GEODETIC SURVEY
 DP7932.in September 2015.
 DP7932
 DP7932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7932.GEOID18 height accuracy estimate available here.
 DP7932
 DP7932.Click photographs - Photos may exist for this station.
 DP7932
 DP7932.The dynamic height is computed by dividing the NAVD 88
 DP7932.geopotential number by the normal gravity value computed on the
 DP7932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7932.degrees latitude (g = 980.6199 gals.).
 DP7932
 DP7932.The modeled gravity was interpolated from observed gravity values.
 DP7932
 DP7932;                    North         East    Units  Estimated Accuracy
 DP7932;SPC NJ       -   128,920.7     187,265.6     MT  (+/- 3 meters HH1 GPS) 
 DP7932
 DP7932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7993827492(NAD 83)
 DP7932
 DP7932                          SUPERSEDED SURVEY CONTROL
 DP7932
 DP7932.No superseded survey control is available for this station.
 DP7932
 DP7932_STAMPING: 15 J 5 2012
 DP7932_MARK LOGO: NJGS
 DP7932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7932+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7932
 DP7932  HISTORY     - Date     Condition        Report By
 DP7932  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7932  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7932
 DP7932                          STATION DESCRIPTION
 DP7932
 DP7932'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7932'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF POINT PLEASANT
 DP7932'BEACH, 6.2 MI (10.0 KM) SOUTH OF POINT PLEASANT AND 4.7 MI (7.6 KM)
 DP7932'NORTH OF SEASIDE PARK.
 DP7932'
 DP7932'THE STATION IS LOCATED IN TOWNSHIP OF TOMS RIVER IN THE LOCAL
 DP7932'COMMUNITY OF CHADWICK BEACH UNIT NO. 2.
 DP7932'
 DP7932'THE STATION IS AT THE SOUTHWEST CORNER OF THE TEE INTERSECTION OF
 DP7932'GRAND CENTRAL AVENUE (STATE HIGHWAY 35 NORTHBOUND) AND STRICKLAND
 DP7932'BOULEVARD, SET FLUSH IN A DRILL HOLE AT THE NORTH SIDE OF A NEW JERSEY
 DP7932'DEPARTMENT OF TRANSPORTATION CONCRETE RECTANGULAR ELECTRICAL UTILITY
 DP7932'BOX.
 DP7932'
 DP7932'THE STATION IS 27.5 FT (8.4 M) SOUTH FROM THE CENTERLINE OF STRICKLAND
 DP7932'BOULEVARD, 33.5 FT (10.2 M) WEST FROM THE CENTERLINE OF STATE HIGHWAY
 DP7932'35 NORTHBOUND, 12.0 FT (3.7 M) WEST-SOUTHWEST FROM WOOD UTILITY POLE
 DP7932'NUMBER BT 2861 DVT, 4.5 FT (1.4 M) WEST FROM THE NORTHEAST CORNER OF A
 DP7932'4 FT (1.2 M) HIGH CHAIN LINK FENCE SURROUNDING A MINIATURE GOLF COURSE
 DP7932'AND 6.0 FT (1.8 M) SOUTHWEST FROM A ONE WAY TRAFFIC SIGN WITH WITNESS
 DP7932'SIGN ATTACHED.
 DP7932
 DP7932                          STATION RECOVERY (2015)
 DP7932
 DP7932'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7932'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7960 ***********************************************************************
 DP7960  DESIGNATION -  15 J 6
 DP7960  PID         -  DP7960
 DP7960  STATE/COUNTY-  NJ/OCEAN
 DP7960  COUNTRY     -  US
 DP7960  USGS QUAD   -  SEASIDE PARK (2019)
 DP7960
 DP7960                         *CURRENT SURVEY CONTROL
 DP7960  ______________________________________________________________________
 DP7960* NAD 83(1986) POSITION- 39 53 16.91   (N) 074 05 01.81   (W)   HD_HELD1
 DP7960* NAVD 88 ORTHO HEIGHT -     1.393 (meters)        4.57  (feet) ADJUSTED
 DP7960  ______________________________________________________________________
 DP7960  GEOID HEIGHT    -        -33.134 (meters)                     GEOID18
 DP7960  DYNAMIC HEIGHT  -          1.392 (meters)        4.57  (feet) COMP
 DP7960  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 DP7960
 DP7960  VERT ORDER      -  FIRST     CLASS II
 DP7960
 DP7960.The horizontal coordinates were determined by differentially corrected
 DP7960.hand held GPS observations or other comparable positioning techniques
 DP7960.and have an estimated accuracy of +/- 3 meters.
 DP7960
 DP7960.The orthometric height was determined by differential leveling and
 DP7960.adjusted by the NATIONAL GEODETIC SURVEY
 DP7960.in September 2015.
 DP7960
 DP7960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7960.GEOID18 height accuracy estimate available here.
 DP7960
 DP7960.Click photographs - Photos may exist for this station.
 DP7960
 DP7960.The dynamic height is computed by dividing the NAVD 88
 DP7960.geopotential number by the normal gravity value computed on the
 DP7960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7960.degrees latitude (g = 980.6199 gals.).
 DP7960
 DP7960.The modeled gravity was interpolated from observed gravity values.
 DP7960
 DP7960;                    North         East    Units  Estimated Accuracy
 DP7960;SPC NJ       -   117,166.2     185,592.3     MT  (+/- 3 meters HH1 GPS) 
 DP7960
 DP7960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7833115731(NAD 83)
 DP7960
 DP7960                          SUPERSEDED SURVEY CONTROL
 DP7960
 DP7960.No superseded survey control is available for this station.
 DP7960
 DP7960_MARKER: DD = SURVEY DISK
 DP7960_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7960+WITH SETTING: PAVEMENT
 DP7960_SP_SET: OIL TANK FOUNDATION
 DP7960_STAMPING: 15 J 6 2012
 DP7960_MARK LOGO: NJGS
 DP7960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7960+STABILITY: SURFACE MOTION
 DP7960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7960+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7960
 DP7960  HISTORY     - Date     Condition        Report By
 DP7960  HISTORY     - 20120314 MONUMENTED       NJGS
 DP7960  HISTORY     - 20160411 GOOD             NJGS
 DP7960
 DP7960                          STATION DESCRIPTION
 DP7960
 DP7960'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7960'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF TOMS RIVER,
 DP7960'6.6 MI (10.6 KM) EAST-NORTHEAST OF FORKED RIVER AND 2.7 MI (4.3 KM)
 DP7960'SOUTH OF SEASIDE PARK.
 DP7960'
 DP7960'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7960'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7960'
 DP7960'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7960'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7960'ROAD, FOR 1.12 MI (1.8 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A
 DP7960'DRILL HOLE AT THE SOUTHWEST CORNER OF A 6 FT (1.8 M) BY 8 FT (2.4 M)
 DP7960'CONCRETE FOUNDATION FOR A HEATING OIL TANK ON THE WEST SIDE OF A ONE
 DP7960'STORY FRAME BUILDING FOR THE NEW JERSEY STATE PARK POLICE DISTRICT 1
 DP7960'SUBSTATION.
 DP7960'
 DP7960'THE STATION IS 84.5 FT (25.8 M) WEST FROM THE CENTERLINE OF SHORE
 DP7960'ROAD, 11.0 FT (3.4 M) SOUTH FROM THE SOUTHWEST CORNER OF THE PARK
 DP7960'POLICE BUILDING, 28.0 FT (8.5 M) WEST FROM THE SOUTHWEST CORNER OF THE
 DP7960'SOUTHERLY CHIMNEY ON THE PARK POLICE BUILDING, 6.0 FT (1.8 M) SOUTH
 DP7960'FROM THE NORTHWEST CORNER OF THE FOUNDATION AND 9.7 FT (3.0 M) WEST
 DP7960'FROM THE CENTERLINE OF A METAL STAIRCASE LEADING TO A PLATFORM AND
 DP7960'ENTRANCE TO THE PARK POLICE BUILDING.
 DP7960
 DP7960                          STATION RECOVERY (2016)
 DP7960
 DP7960'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7960'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3986 ***********************************************************************
 DQ3986  DESIGNATION -  15 J 7
 DQ3986  PID         -  DQ3986
 DQ3986  STATE/COUNTY-  NJ/OCEAN
 DQ3986  COUNTRY     -  US
 DQ3986  USGS QUAD   -  POINT PLEASANT (2019)
 DQ3986
 DQ3986                         *CURRENT SURVEY CONTROL
 DQ3986  ______________________________________________________________________
 DQ3986* NAD 83(1986) POSITION- 40 02 22.57   (N) 074 03 00.86   (W)   HD_HELD1
 DQ3986* NAVD 88 ORTHO HEIGHT -     1.484 (meters)        4.87  (feet) ADJUSTED
 DQ3986  ______________________________________________________________________
 DQ3986  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 DQ3986  DYNAMIC HEIGHT  -          1.484 (meters)        4.87  (feet) COMP
 DQ3986  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 DQ3986
 DQ3986  VERT ORDER      -  FIRST     CLASS II
 DQ3986
 DQ3986.The horizontal coordinates were determined by differentially corrected
 DQ3986.hand held GPS observations or other comparable positioning techniques
 DQ3986.and have an estimated accuracy of +/- 3 meters.
 DQ3986
 DQ3986.The orthometric height was determined by differential leveling and
 DQ3986.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3986.in March 2017.
 DQ3986
 DQ3986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3986.GEOID18 height accuracy estimate available here.
 DQ3986
 DQ3986.Click photographs - Photos may exist for this station.
 DQ3986
 DQ3986.The dynamic height is computed by dividing the NAVD 88
 DQ3986.geopotential number by the normal gravity value computed on the
 DQ3986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3986.degrees latitude (g = 980.6199 gals.).
 DQ3986
 DQ3986.The modeled gravity was interpolated from observed gravity values.
 DQ3986
 DQ3986;                    North         East    Units  Estimated Accuracy
 DQ3986;SPC NJ       -   134,008.2     188,380.9     MT  (+/- 3 meters HH1 GPS) 
 DQ3986
 DQ3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8102532584(NAD 83)
 DQ3986
 DQ3986                          SUPERSEDED SURVEY CONTROL
 DQ3986
 DQ3986.No superseded survey control is available for this station.
 DQ3986
 DQ3986_MARKER: DD = SURVEY DISK
 DQ3986_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ3986_SP_SET: JUNCTION BOX
 DQ3986_STAMPING: 15 J 7 2015
 DQ3986_MARK LOGO: NJGS
 DQ3986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3986+STABILITY: SURFACE MOTION
 DQ3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3986+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 DQ3986
 DQ3986  HISTORY     - Date     Condition        Report By
 DQ3986  HISTORY     - 20151119 MONUMENTED       NJGS
 DQ3986
 DQ3986                          STATION DESCRIPTION
 DQ3986
 DQ3986'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3986'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH OF SEASIDE PARK,
 DQ3986'3.6 MI (5.8 KM) SOUTH OF POINT PLEASANT BEACH AND 3.2 MI (5.1 KM)
 DQ3986'SOUTH-SOUTHEAST OF POINT PLEASANT, IN MANTOLOKING.
 DQ3986'
 DQ3986'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 DQ3986'ELECTRICAL JUNCTION BOX ON THE SOUTHWEST CORNER OF NEW JERSEY STATE
 DQ3986'ROUTE 35 AND HERBERT STREET (COUNTY ROUTE 528).
 DQ3986'
 DQ3986'THE STATION IS 4.3 FT (1.3 M) WEST OF THE WEST CURB OF NEW JERSEY
 DQ3986'STATE ROUTE 35, 51 FT (15.5 M) SOUTH OF THE CENTERLINE OF HERBERT
 DQ3986'STREET, 3 FT (0.9 M) EAST OF THE EAST EDGE OF THE SIDEWALK, 13.5 FT
 DQ3986'(4.1 M) SOUTH-SOUTHEAST OF A TRAFFIC SIGNAL MAST, 5 FT (1.5 M)
 DQ3986'WEST-SOUTHWEST OF THE CENTER OF AN INLET CURB PIECE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3995 ***********************************************************************
 DQ3995  DESIGNATION -  15 J 8
 DQ3995  PID         -  DQ3995
 DQ3995  STATE/COUNTY-  NJ/OCEAN
 DQ3995  COUNTRY     -  US
 DQ3995  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3995
 DQ3995                         *CURRENT SURVEY CONTROL
 DQ3995  ______________________________________________________________________
 DQ3995* NAD 83(1986) POSITION- 39 57 18.86   (N) 074 04 22.78   (W)   HD_HELD1
 DQ3995* NAVD 88 ORTHO HEIGHT -     1.147 (meters)        3.76  (feet) ADJUSTED
 DQ3995  ______________________________________________________________________
 DQ3995  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 DQ3995  DYNAMIC HEIGHT  -          1.147 (meters)        3.76  (feet) COMP
 DQ3995  MODELED GRAVITY -    980,163.4   (mgal)                       NAVD 88
 DQ3995
 DQ3995  VERT ORDER      -  FIRST     CLASS II
 DQ3995
 DQ3995.The horizontal coordinates were determined by differentially corrected
 DQ3995.hand held GPS observations or other comparable positioning techniques
 DQ3995.and have an estimated accuracy of +/- 3 meters.
 DQ3995
 DQ3995.The orthometric height was determined by differential leveling and
 DQ3995.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3995.in March 2017.
 DQ3995
 DQ3995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3995.GEOID18 height accuracy estimate available here.
 DQ3995
 DQ3995.Click photographs - Photos may exist for this station.
 DQ3995
 DQ3995.The dynamic height is computed by dividing the NAVD 88
 DQ3995.geopotential number by the normal gravity value computed on the
 DQ3995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3995.degrees latitude (g = 980.6199 gals.).
 DQ3995
 DQ3995.The modeled gravity was interpolated from observed gravity values.
 DQ3995
 DQ3995;                    North         East    Units  Estimated Accuracy
 DQ3995;SPC NJ       -   124,632.2     186,483.9     MT  (+/- 3 meters HH1 GPS) 
 DQ3995
 DQ3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7918123200(NAD 83)
 DQ3995
 DQ3995                          SUPERSEDED SURVEY CONTROL
 DQ3995
 DQ3995.No superseded survey control is available for this station.
 DQ3995
 DQ3995_MARKER: DD = SURVEY DISK
 DQ3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3995_STAMPING: 15 J 8 2015
 DQ3995_MARK LOGO: NJDT
 DQ3995_PROJECTION: FLUSH
 DQ3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3995+STABILITY: SURFACE MOTION
 DQ3995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3995+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ3995
 DQ3995  HISTORY     - Date     Condition        Report By
 DQ3995  HISTORY     - UNK      MONUMENTED       NJDT
 DQ3995  HISTORY     - 20151124 GOOD             NJGS
 DQ3995
 DQ3995                          STATION DESCRIPTION
 DQ3995
 DQ3995'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3995'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF POINT PLEASANT,
 DQ3995'6.7 MI (10.8 KM) EAST OF TOMS RIVER AND 2.0 MI (3.2 KM) NORTH OF
 DQ3995'SEASIDE PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER TOWNSHIP.
 DQ3995'
 DQ3995'THE STATION IS LOCATED BETWEEN THE SOUTHBOUND LANES OF NEW JERSEY
 DQ3995'STATE ROUTE 35 AND PENNSYLVANIA AVENUE, 115 FT (35.1 M) SOUTH OF THE
 DQ3995'CENTERLINE OF SIXTH AVENUE.
 DQ3995'
 DQ3995'THE STATION IS 8.5 FT (2.6 M) EAST OF THE EAST CURB OF THE SOUTHBOUND
 DQ3995'LANES OF NEW JERSEY STATE ROUTE 35, 6.5 FT (2.0 M) WEST OF THE WEST
 DQ3995'EDGE OF PAVING OF PENNSYLVANIA AVENUE, 65 FT (19.8 M) NORTH OF A POLE
 DQ3995'WITH NO NUMBER, 82 FT (25.0 M) SOUTH OF A TRAFFIC SIGNAL MAST ON THE
 DQ3995'SOUTHEAST CORNER OF SIXTH AVENUE AND SOUTHBOUND LANES OF NEW JERSEY
 DQ3995'STATE ROUTE 35, 22 FT (6.7 M) WEST OF THE CENTERLINE OF PENNSYLVANIA
 DQ3995'AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6460 ***********************************************************************
 DR6460  DESIGNATION -  15 J 9
 DR6460  PID         -  DR6460
 DR6460  STATE/COUNTY-  NJ/OCEAN
 DR6460  COUNTRY     -  US
 DR6460  USGS QUAD   -  WEST CREEK (2019)
 DR6460
 DR6460                         *CURRENT SURVEY CONTROL
 DR6460  ______________________________________________________________________
 DR6460* NAD 83(1986) POSITION- 39 41 19.58   (N) 074 15 10.93   (W)   HD_HELD1
 DR6460* NAVD 88 ORTHO HEIGHT -     7.159 (meters)       23.49  (feet) ADJUSTED
 DR6460  ______________________________________________________________________
 DR6460  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 DR6460  DYNAMIC HEIGHT  -          7.156 (meters)       23.48  (feet) COMP
 DR6460  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 DR6460
 DR6460  VERT ORDER      -  FIRST     CLASS II
 DR6460
 DR6460.The horizontal coordinates were determined by differentially corrected
 DR6460.hand held GPS observations or other comparable positioning techniques
 DR6460.and have an estimated accuracy of +/- 3 meters.
 DR6460
 DR6460.The orthometric height was determined by differential leveling and
 DR6460.adjusted by the NATIONAL GEODETIC SURVEY
 DR6460.in February 2021.
 DR6460
 DR6460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6460.GEOID18 height accuracy estimate available here.
 DR6460
 DR6460.Click photographs - Photos may exist for this station.
 DR6460
 DR6460.The dynamic height is computed by dividing the NAVD 88
 DR6460.geopotential number by the normal gravity value computed on the
 DR6460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6460.degrees latitude (g = 980.6199 gals.).
 DR6460
 DR6460.The modeled gravity was interpolated from observed gravity values.
 DR6460
 DR6460;                    North         East    Units  Estimated Accuracy
 DR6460;SPC NJ       -    94,990.9     171,182.5     MT  (+/- 3 meters HH1 GPS) 
 DR6460
 DR6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6404993481(NAD 83)
 DR6460
 DR6460                          SUPERSEDED SURVEY CONTROL
 DR6460
 DR6460.No superseded survey control is available for this station.
 DR6460
 DR6460_MARKER: DD = SURVEY DISK
 DR6460_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR6460+WITH SETTING: PAVEMENT
 DR6460_SP_SET: TRAFFIC SIGNAL BASE
 DR6460_STAMPING: 15 J 9 2019
 DR6460_MARK LOGO: NJGS
 DR6460_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6460+STABILITY: SURFACE MOTION
 DR6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6460+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2025
 DR6460
 DR6460  HISTORY     - Date     Condition        Report By
 DR6460  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6460  HISTORY     - 20250909 GOOD             AAAS
 DR6460
 DR6460                          STATION DESCRIPTION
 DR6460
 DR6460'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6460'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF
 DR6460'BROOKVILLE, 5.0 MI (8.0 KM) NORTHWEST OF SHIP BOTTOM AND 4.7 MI (7.6
 DR6460'KM) NORTHEAST OF WEST CREEK, IN STAFFORD TOWNSHIP.
 DR6460'
 DR6460'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (U.S. HIGHWAY 9)
 DR6460'AND EAST BAY AVENUE (COUNTY ROUTE 50) IN MANAHAWKIN, GO 0.5 MI (0.8
 DR6460'KM) EAST-SOUTHEAST ON EAST BAY AVENUE TO THE JUNCTION OF EAST BAY
 DR6460'AVENUE AND JENNINGS ROAD.  TURN RIGHT ON JENNINGS ROAD AND GO 0.25 MI
 DR6460'(0.40 KM) SOUTHWEST TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE
 DR6460'IN THE NORTHEAST CORNER OF THE BASE FOR A TRAFFIC SIGNAL ON THE
 DR6460'NORTHWEST CORNER OF JENNINGS ROAD AND NEW JERSEY STATE ROUTE 72.
 DR6460'
 DR6460'IT IS 72 FT (21.9 M) NORTHWEST OF THE CENTERLINE OF JENNINGS ROAD, 13
 DR6460'FT (4.0 M) NORTHEAST OF THE NORTHEAST CURB OF NEW JERSEY STATE ROUTE
 DR6460'72 WESTBOUND LANES, 25 FT (7.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DR6460'THE BRICK BASE FOR THE SHORE COMMUNITY BANK AND 20.5 FT (6.2 M) NORTH
 DR6460'OF A PEDESTRIAN LIGHT.
 DR6460
 DR6460                          STATION RECOVERY (2025)
 DR6460
 DR6460'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DR6460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6298 ***********************************************************************
 KV6298  DESIGNATION -  15 K 1
 KV6298  PID         -  KV6298
 KV6298  STATE/COUNTY-  NJ/OCEAN
 KV6298  COUNTRY     -  US
 KV6298  USGS QUAD   -  ADELPHIA (2019)
 KV6298
 KV6298                         *CURRENT SURVEY CONTROL
 KV6298  ______________________________________________________________________
 KV6298* NAD 83(1986) POSITION- 40 09 24.75   (N) 074 16 13.38   (W)   HD_HELD1
 KV6298* NAVD 88 ORTHO HEIGHT -    32.868 (meters)      107.83  (feet) ADJUSTED
 KV6298  ______________________________________________________________________
 KV6298  GEOID HEIGHT    -        -32.513 (meters)                     GEOID18
 KV6298  DYNAMIC HEIGHT  -         32.854 (meters)      107.79  (feet) COMP
 KV6298  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 KV6298
 KV6298  VERT ORDER      -  FIRST     CLASS II
 KV6298
 KV6298.The horizontal coordinates were determined by differentially corrected
 KV6298.hand held GPS observations or other comparable positioning techniques
 KV6298.and have an estimated accuracy of +/- 3 meters.
 KV6298
 KV6298.The orthometric height was determined by differential leveling and
 KV6298.adjusted by the NATIONAL GEODETIC SURVEY
 KV6298.in June 1991.
 KV6298
 KV6298.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6298.GEOID18 height accuracy estimate available here.
 KV6298
 KV6298.Click photographs - Photos may exist for this station.
 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       -   146,956.7     169,561.0     MT  (+/- 3 meters HH1 GPS) 
 KV6298
 KV6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6213745424(NAD 83)
 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
 KV6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6298.See file dsdata.pdf to determine how the superseded data were derived.
 KV6298
 KV6298_MARKER: DD = SURVEY DISK
 KV6298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6298_STAMPING: 15 K 1 1989
 KV6298_MARK LOGO: NJGS
 KV6298_PROJECTION: FLUSH
 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 - April 29, 2020
 KV6298
 KV6298  HISTORY     - Date     Condition        Report By
 KV6298  HISTORY     - 1989     MONUMENTED       NJDT
 KV6298  HISTORY     - 19890622 GOOD             NJGS
 KV6298  HISTORY     - 19961014 GOOD             USPSQD
 KV6298  HISTORY     - 20200429 GOOD             NJGS
 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.
 KV6298
 KV6298                          STATION RECOVERY (2020)
 KV6298
 KV6298'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6298'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6469 ***********************************************************************
 DR6469  DESIGNATION -  15 K 10
 DR6469  PID         -  DR6469
 DR6469  STATE/COUNTY-  NJ/OCEAN
 DR6469  COUNTRY     -  US
 DR6469  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6469
 DR6469                         *CURRENT SURVEY CONTROL
 DR6469  ______________________________________________________________________
 DR6469* NAD 83(1986) POSITION- 39 39 51.93   (N) 074 12 31.73   (W)   HD_HELD1
 DR6469* NAVD 88 ORTHO HEIGHT -    10.065 (meters)       33.02  (feet) ADJUSTED
 DR6469  ______________________________________________________________________
 DR6469  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 DR6469  DYNAMIC HEIGHT  -         10.060 (meters)       33.01  (feet) COMP
 DR6469  MODELED GRAVITY -    980,155.3   (mgal)                       NAVD 88
 DR6469
 DR6469  VERT ORDER      -  FIRST     CLASS II
 DR6469
 DR6469.The horizontal coordinates were determined by differentially corrected
 DR6469.hand held GPS observations or other comparable positioning techniques
 DR6469.and have an estimated accuracy of +/- 3 meters.
 DR6469
 DR6469.The orthometric height was determined by differential leveling and
 DR6469.adjusted by the NATIONAL GEODETIC SURVEY
 DR6469.in February 2021.
 DR6469
 DR6469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6469.GEOID18 height accuracy estimate available here.
 DR6469
 DR6469.Click photographs - Photos may exist for this station.
 DR6469
 DR6469.The dynamic height is computed by dividing the NAVD 88
 DR6469.geopotential number by the normal gravity value computed on the
 DR6469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6469.degrees latitude (g = 980.6199 gals.).
 DR6469
 DR6469.The modeled gravity was interpolated from observed gravity values.
 DR6469
 DR6469;                    North         East    Units  Estimated Accuracy
 DR6469;SPC NJ       -    92,299.3     174,984.3     MT  (+/- 3 meters HH1 GPS) 
 DR6469
 DR6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6786590811(NAD 83)
 DR6469
 DR6469                          SUPERSEDED SURVEY CONTROL
 DR6469
 DR6469.No superseded survey control is available for this station.
 DR6469
 DR6469_MARKER: DD = SURVEY DISK
 DR6469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR6469_SP_SET: BRIDGE ABUTMENT
 DR6469_STAMPING: 15 K 10 2019
 DR6469_MARK LOGO: NJGS
 DR6469_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6469+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DR6469
 DR6469  HISTORY     - Date     Condition        Report By
 DR6469  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6469
 DR6469                          STATION DESCRIPTION
 DR6469
 DR6469'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6469'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF BEACH
 DR6469'HAVEN, 5.7 MI (9.2 KM) EAST-NORTHEAST OF WEST CREEK AND 2.1 MI (3.4
 DR6469'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6469'
 DR6469'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6469'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6469'SHIP BOTTOM, GO 2.05 MI (3.30 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6469'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE
 DR6469'IN THE SIDEWALK AREA BETWEEN THE TRAFFIC GUARD RAIL AND BRIDGE
 DR6469'BALUSTRADE WALL IN THE NORTH CORNER OF THE EXPOSED NORTHWESTERLY
 DR6469'ABUTMENT OF THE NEW JERSEY STATE ROUTE 72 BRIDGE (DORLAND J. HENDERSON
 DR6469'MEMORIAL BRIDGE) SPANNING THE MANAHAWKIN BAY.
 DR6469'
 DR6469'THE STATION IS 8.5 FT (2.6 M) NORTHWEST OF THE CENTER OF AN INLET, 4.3
 DR6469'FT (1.3 M) SOUTHWEST OF THE SOUTH FACE OF THE BALUSTRADE, 31 FT (9.4
 DR6469'M) SOUTHEAST OF A LIGHT POLE AND 26 FT (7.9 M) SOUTHWEST OF THE NORTH
 DR6469'END OF THE BRIDGE WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6504 ***********************************************************************
 DR6504  DESIGNATION -  15 K 11
 DR6504  PID         -  DR6504
 DR6504  STATE/COUNTY-  NJ/OCEAN
 DR6504  COUNTRY     -  US
 DR6504  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6504
 DR6504                         *CURRENT SURVEY CONTROL
 DR6504  ______________________________________________________________________
 DR6504* NAD 83(1986) POSITION- 39 39 58.15   (N) 074 12 46.86   (W)   HD_HELD1
 DR6504* NAVD 88 ORTHO HEIGHT -     5.768 (meters)       18.92  (feet) ADJUSTED
 DR6504  ______________________________________________________________________
 DR6504  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 DR6504  DYNAMIC HEIGHT  -          5.765 (meters)       18.91  (feet) COMP
 DR6504  MODELED GRAVITY -    980,155.9   (mgal)                       NAVD 88
 DR6504
 DR6504  VERT ORDER      -  FIRST     CLASS II
 DR6504
 DR6504.The horizontal coordinates were determined by differentially corrected
 DR6504.hand held GPS observations or other comparable positioning techniques
 DR6504.and have an estimated accuracy of +/- 3 meters.
 DR6504
 DR6504.The orthometric height was determined by differential leveling and
 DR6504.adjusted by the NATIONAL GEODETIC SURVEY
 DR6504.in February 2021.
 DR6504
 DR6504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6504.GEOID18 height accuracy estimate available here.
 DR6504
 DR6504.Click photographs - Photos may exist for this station.
 DR6504
 DR6504.The dynamic height is computed by dividing the NAVD 88
 DR6504.geopotential number by the normal gravity value computed on the
 DR6504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6504.degrees latitude (g = 980.6199 gals.).
 DR6504
 DR6504.The modeled gravity was interpolated from observed gravity values.
 DR6504
 DR6504;                    North         East    Units  Estimated Accuracy
 DR6504;SPC NJ       -    92,489.9     174,623.1     MT  (+/- 3 meters HH1 GPS) 
 DR6504
 DR6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6750391000(NAD 83)
 DR6504
 DR6504                          SUPERSEDED SURVEY CONTROL
 DR6504
 DR6504.No superseded survey control is available for this station.
 DR6504
 DR6504_MARKER: DD = SURVEY DISK
 DR6504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6504_STAMPING: 15 K 11 2019
 DR6504_MARK LOGO: NJDT
 DR6504_PROJECTION: FLUSH
 DR6504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6504+STABILITY: SURFACE MOTION
 DR6504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6504+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6504
 DR6504  HISTORY     - Date     Condition        Report By
 DR6504  HISTORY     - 2019     MONUMENTED       NJDT
 DR6504  HISTORY     - 20200603 GOOD             NJGS
 DR6504
 DR6504                          STATION DESCRIPTION
 DR6504
 DR6504'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6504'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF BEACH
 DR6504'HAVEN, 5.5 MI (8.8 KM) EAST-NORTHEAST OF WEST CREEK AND 2.4 MI (3.9
 DR6504'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6504'
 DR6504'TO REACH FROM THE NEW JERSEY STATE HIGHWAY 72 BRIDGE OVER U.S. HIGHWAY
 DR6504'9, GO 3.2 MI (5.1 KM) EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 72 TO
 DR6504'THE STATION ON THE RIGHT, NEAR THE SOUTHEAST CORNER OF THE EASTBOUND
 DR6504'LANES OF NEW JERSEY STATE HIGHWAY 72 BRIDGE SPANNING HILLARDS
 DR6504'THOROFARE, ON TOP OF THE SOUTHWEST EDGE OF THE BANK.
 DR6504'
 DR6504'IT IS 9.1 FT (2.8 M) WEST OF THE CENTER OF AN ELECTRICAL JUNCTION BOX,
 DR6504'10.5 FT (3.2 M) SOUTHWEST OF THE EAST END OF THE BRIDGE PARAPET AND
 DR6504'3.1 FT (0.9 M) SOUTH-SOUTHWEST OF THE PAVEMENT.
 DR6504'
 DR6504'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT EASTBOUND BASELINE
 DR6504'MONUMENT (STA 572+57.885 OFFSET R28.867).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6526 ***********************************************************************
 DR6526  DESIGNATION -  15 K 12
 DR6526  PID         -  DR6526
 DR6526  STATE/COUNTY-  NJ/OCEAN
 DR6526  COUNTRY     -  US
 DR6526  USGS QUAD   -  BEACH HAVEN (2019)
 DR6526
 DR6526                         *CURRENT SURVEY CONTROL
 DR6526  ______________________________________________________________________
 DR6526* NAD 83(1986) POSITION- 39 33 27.79   (N) 074 14 24.96   (W)   HD_HELD1
 DR6526* NAVD 88 ORTHO HEIGHT -     2.329 (meters)        7.64  (feet) ADJUSTED
 DR6526  ______________________________________________________________________
 DR6526  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 DR6526  DYNAMIC HEIGHT  -          2.327 (meters)        7.63  (feet) COMP
 DR6526  MODELED GRAVITY -    980,134.7   (mgal)                       NAVD 88
 DR6526
 DR6526  VERT ORDER      -  FIRST     CLASS II
 DR6526
 DR6526.The horizontal coordinates were determined by differentially corrected
 DR6526.hand held GPS observations or other comparable positioning techniques
 DR6526.and have an estimated accuracy of +/- 3 meters.
 DR6526
 DR6526.The orthometric height was determined by differential leveling and
 DR6526.adjusted by the NATIONAL GEODETIC SURVEY
 DR6526.in February 2021.
 DR6526
 DR6526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6526.GEOID18 height accuracy estimate available here.
 DR6526
 DR6526.Click photographs - Photos may exist for this station.
 DR6526
 DR6526.The dynamic height is computed by dividing the NAVD 88
 DR6526.geopotential number by the normal gravity value computed on the
 DR6526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6526.degrees latitude (g = 980.6199 gals.).
 DR6526
 DR6526.The modeled gravity was interpolated from observed gravity values.
 DR6526
 DR6526;                    North         East    Units  Estimated Accuracy
 DR6526;SPC NJ       -    80,445.0     172,319.8     MT  (+/- 3 meters HH1 GPS) 
 DR6526
 DR6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6526778945(NAD 83)
 DR6526
 DR6526                          SUPERSEDED SURVEY CONTROL
 DR6526
 DR6526.No superseded survey control is available for this station.
 DR6526
 DR6526_MARKER: DD = SURVEY DISK
 DR6526_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6526_SP_SET: CURB
 DR6526_STAMPING: 15 K 12 2020
 DR6526_MARK LOGO: USACE
 DR6526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6526+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6526
 DR6526  HISTORY     - Date     Condition        Report By
 DR6526  HISTORY     - 20200422 MONUMENTED       USACE
 DR6526  HISTORY     - 20200825 GOOD             NJGS
 DR6526
 DR6526                          STATION DESCRIPTION
 DR6526
 DR6526'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6526'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF WEST CREEK,
 DR6526'6.2 MI (10.0 KM) EAST-SOUTHEAST OF TUCKERTON AND IN THE TOWN OF BEACH
 DR6526'HAVEN, NJ.
 DR6526'
 DR6526'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6526'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6526'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 7.2 MI (11.6 KM) TO THE
 DR6526'INTERSECTION WITH BERKELEY AVENUE.  TURN LEFT AND GO 0.2 MI (0.3 KM)
 DR6526'ON BERKELEY AVENUE TO THE STATION ON THE LEFT, SET IN A DRILL HOLE IN
 DR6526'THE NORTH CURB OF ATLANTIC AVENUE.
 DR6526'
 DR6526'IT IS 12 5 FT (1.5 M) NORTHWEST OF THE CENTERLINE OF ATLANTIC AVENUE,
 DR6526'34 FT (10.4 M) NORTH OF POLE NUMBER P10932, 36 FT (11.0 M) NORTHEAST
 DR6526'OF THE CENTERLINE OF BERKELEY AVENUE AND 57.5 FT (17.5 M) NORTHEAST OF
 DR6526'A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9357 ***********************************************************************
 AI9357  DESIGNATION -  15 K 3
 AI9357  PID         -  AI9357
 AI9357  STATE/COUNTY-  NJ/OCEAN
 AI9357  COUNTRY     -  US
 AI9357  USGS QUAD   -  TUCKERTON (2019)
 AI9357
 AI9357                         *CURRENT SURVEY CONTROL
 AI9357  ______________________________________________________________________
 AI9357* NAD 83(1986) POSITION- 39 35 11.     (N) 074 20 46.     (W)   SCALED
 AI9357* NAVD 88 ORTHO HEIGHT -     2.815 (meters)        9.24  (feet) ADJUSTED
 AI9357  ______________________________________________________________________
 AI9357  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 AI9357  DYNAMIC HEIGHT  -          2.813 (meters)        9.23  (feet) COMP
 AI9357  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 AI9357
 AI9357  VERT ORDER      -  FIRST     CLASS II
 AI9357
 AI9357.The horizontal coordinates were scaled from a map and have
 AI9357.an estimated accuracy of +/- 6 seconds.
 AI9357
 AI9357.The orthometric height was determined by differential leveling and
 AI9357.adjusted by the NATIONAL GEODETIC SURVEY
 AI9357.in March 2001.
 AI9357
 AI9357.No vertical observational check was made to the station.
 AI9357
 AI9357.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9357.GEOID18 height accuracy estimate available here.
 AI9357
 AI9357.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ561820(NAD 83)
 AI9357
 AI9357                          SUPERSEDED SURVEY CONTROL
 AI9357
 AI9357.No superseded survey control is available for this station.
 AI9357
 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 = JULY 24, 2026 22:12:30 EDT
 DM5991 ***********************************************************************
 DM5991  DESIGNATION -  15 K 4
 DM5991  PID         -  DM5991
 DM5991  STATE/COUNTY-  NJ/OCEAN
 DM5991  COUNTRY     -  US
 DM5991  USGS QUAD   -  TOMS RIVER (2019)
 DM5991
 DM5991                         *CURRENT SURVEY CONTROL
 DM5991  ______________________________________________________________________
 DM5991* NAD 83(1986) POSITION- 39 57 46.01   (N) 074 12 58.21   (W)   HD_HELD1
 DM5991* NAVD 88 ORTHO HEIGHT -    10.680 (meters)       35.04  (feet) ADJUSTED
 DM5991  ______________________________________________________________________
 DM5991  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 DM5991  DYNAMIC HEIGHT  -         10.675 (meters)       35.02  (feet) COMP
 DM5991  MODELED GRAVITY -    980,161.5   (mgal)                       NAVD 88
 DM5991
 DM5991  VERT ORDER      -  FIRST     CLASS II
 DM5991
 DM5991.The horizontal coordinates were determined by differentially corrected
 DM5991.hand held GPS observations or other comparable positioning techniques
 DM5991.and have an estimated accuracy of +/- 3 meters.
 DM5991
 DM5991.The orthometric height was determined by differential leveling and
 DM5991.adjusted by the NATIONAL GEODETIC SURVEY
 DM5991.in May 2011.
 DM5991
 DM5991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5991.GEOID18 height accuracy estimate available here.
 DM5991
 DM5991.Click photographs - Photos may exist for this station.
 DM5991
 DM5991.The dynamic height is computed by dividing the NAVD 88
 DM5991.geopotential number by the normal gravity value computed on the
 DM5991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5991.degrees latitude (g = 980.6199 gals.).
 DM5991
 DM5991.The modeled gravity was interpolated from observed gravity values.
 DM5991
 DM5991;                    North         East    Units  Estimated Accuracy
 DM5991;SPC NJ       -   125,420.8     174,248.1     MT  (+/- 3 meters HH1 GPS) 
 DM5991
 DM5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6694423920(NAD 83)
 DM5991
 DM5991                          SUPERSEDED SURVEY CONTROL
 DM5991
 DM5991.No superseded survey control is available for this station.
 DM5991
 DM5991_MARKER: DD = SURVEY DISK
 DM5991_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM5991+WITH SETTING: PAVEMENT
 DM5991_SP_SET: LIGHT POLE BASE
 DM5991_STAMPING: 15 K 4 2007
 DM5991_MARK LOGO: NJGS
 DM5991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5991+STABILITY: SURFACE MOTION
 DM5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5991+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2019
 DM5991
 DM5991  HISTORY     - Date     Condition        Report By
 DM5991  HISTORY     - 20070517 MONUMENTED       NJGS
 DM5991  HISTORY     - 20191211 GOOD             NJGS
 DM5991
 DM5991                          STATION DESCRIPTION
 DM5991
 DM5991'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM5991'THE STATION IS LOCATED IN DOVER TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM5991'NORTHWEST CORNER OF A CONCRETE BASE FOR A LIGHT POLE IN THE PARKING
 DM5991'LOT FOR A PROFESSIONAL BUILDING COMPLEX WHICH IS SOUTH OF THE DRIVEWAY
 DM5991'FOR THE MAIN ENTRANCE FOR THE COMMUNITY MEDICAL CENTER.
 DM5991'
 DM5991'TO REACH THE STATION FROM THE JUNCTION OF NJ HIGHWAY 37 AND HOSPITAL
 DM5991'DRIVE, GO 0.2 MI (0.32 KM) SOUTH ON HOSPITAL DRIVE TO THE DRIVEWAY
 DM5991'LEADING TO THE PROFESSIONAL BUILDING COMPLEX ON THE LEFT, TURN INTO
 DM5991'THE DRIVEWAY AND THEN TURN LEFT TO THE STATION AHEAD.
 DM5991'
 DM5991'THE STATION IS 79.0 FT (24.1 M) SOUTH OF THE FLAG POLE FOR THE MEDICAL
 DM5991'CENTER, 36.0 FT (11.0 M) SOUTH OF THE CENTERLINE OF THE DRIVEWAY FOR
 DM5991'THE MEDICAL CENTER, 1.5 FT (0.5 M) SOUTH OF THE CHAINLINK FENCE
 DM5991'BETWEEN THE MEDICAL CENTER AND THE PROFESSIONAL BUILDING, 73.0 FT
 DM5991'(22.3 M) EAST OF HOSPITAL DRIVE, 42.5 FT (13.0 M) EAST OF A POLE WITH
 DM5991'NO NUMBER.  THE STATION IS ABOUT 3 FT (0.9 M) ABOVE THE GROUND.
 DM5991
 DM5991                          STATION RECOVERY (2019)
 DM5991
 DM5991'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DM5991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7933 ***********************************************************************
 DP7933  DESIGNATION -  15 K 5
 DP7933  PID         -  DP7933
 DP7933  STATE/COUNTY-  NJ/OCEAN
 DP7933  COUNTRY     -  US
 DP7933  USGS QUAD   -  SEASIDE PARK (2019)
 DP7933
 DP7933                         *CURRENT SURVEY CONTROL
 DP7933  ______________________________________________________________________
 DP7933* NAD 83(1986) POSITION- 39 59 57.07   (N) 074 03 42.43   (W)   HD_HELD1
 DP7933* NAVD 88 ORTHO HEIGHT -     1.988 (meters)        6.52  (feet) ADJUSTED
 DP7933  ______________________________________________________________________
 DP7933  GEOID HEIGHT    -        -33.071 (meters)                     GEOID18
 DP7933  DYNAMIC HEIGHT  -          1.987 (meters)        6.52  (feet) COMP
 DP7933  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 DP7933
 DP7933  VERT ORDER      -  FIRST     CLASS II
 DP7933
 DP7933.The horizontal coordinates were determined by differentially corrected
 DP7933.hand held GPS observations or other comparable positioning techniques
 DP7933.and have an estimated accuracy of +/- 3 meters.
 DP7933
 DP7933.The orthometric height was determined by differential leveling and
 DP7933.adjusted by the NATIONAL GEODETIC SURVEY
 DP7933.in September 2015.
 DP7933
 DP7933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7933.GEOID18 height accuracy estimate available here.
 DP7933
 DP7933.Click photographs - Photos may exist for this station.
 DP7933
 DP7933.The dynamic height is computed by dividing the NAVD 88
 DP7933.geopotential number by the normal gravity value computed on the
 DP7933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7933.degrees latitude (g = 980.6199 gals.).
 DP7933
 DP7933.The modeled gravity was interpolated from observed gravity values.
 DP7933
 DP7933;                    North         East    Units  Estimated Accuracy
 DP7933;SPC NJ       -   129,516.0     187,417.5     MT  (+/- 3 meters HH1 GPS) 
 DP7933
 DP7933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK8008728088(NAD 83)
 DP7933
 DP7933                          SUPERSEDED SURVEY CONTROL
 DP7933
 DP7933.No superseded survey control is available for this station.
 DP7933
 DP7933_STAMPING: 15 K 5 2012
 DP7933_MARK LOGO: NJGS
 DP7933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7933+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7933
 DP7933  HISTORY     - Date     Condition        Report By
 DP7933  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7933  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7933
 DP7933                          STATION DESCRIPTION
 DP7933
 DP7933'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7933'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF POINT PLEASANT
 DP7933'BEACH, 5.8 MI (9.3 KM) SOUTH OF POINT PLEASANT AND 5.1 MI (8.2 KM)
 DP7933'NORTH OF SEASIDE PARK.
 DP7933'
 DP7933'THE STATION IS LOCATED IN TOWNSHIP OF TOMS RIVER IN THE LOCAL
 DP7933'COMMUNITY OF CHADWICK BEACH UNIT NO. 2.
 DP7933'
 DP7933'THE STATION IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF GRAND
 DP7933'CENTRAL AVENUE (STATE HIGHWAY 35 NORTHBOUND) AND SECOND AVENUE, SET
 DP7933'FLUSH IN A DRILL HOLE AT THE NORTHWEST CORNER OF A NEW JERSEY
 DP7933'DEPARTMENT OF TRANSPORTATION RECTANGULAR CONCRETE ELECTRICAL UTILITY
 DP7933'BOX.
 DP7933'
 DP7933'THE STATION IS 37.0 FT (11.3 M) SOUTH FROM THE CENTERLINE OF SECOND
 DP7933'AVENUE, 28.0 FT (8.5 M) WEST FROM THE CENTERLINE OF STATE HIGHWAY 35
 DP7933'NORTHBOUND, 7.5 FT (2.3 M) WEST FROM THE WEST CURB OF STATE HIGHWAY 35
 DP7933'NORTHBOUND, 27.0 FT (8.2 M) NORTH-NORTHEAST FROM WOOD UTILITY POLE
 DP7933'NUMBER JC 4058 DV AND 5.7 FT (1.7 M) WEST FROM A TRAFFIC SIGN FOR A
 DP7933'PEDESTRIAN CROSSING WITH WITNESS SIGN ATTACHED.
 DP7933
 DP7933                          STATION RECOVERY (2015)
 DP7933
 DP7933'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7933'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7966 ***********************************************************************
 DP7966  DESIGNATION -  15 K 6
 DP7966  PID         -  DP7966
 DP7966  STATE/COUNTY-  NJ/OCEAN
 DP7966  COUNTRY     -  US
 DP7966  USGS QUAD   -  SEASIDE PARK (2019)
 DP7966
 DP7966                         *CURRENT SURVEY CONTROL
 DP7966  ______________________________________________________________________
 DP7966* NAD 83(1986) POSITION- 39 52 56.47   (N) 074 05 03.56   (W)   HD_HELD1
 DP7966* NAVD 88 ORTHO HEIGHT -     2.514 (meters)        8.25  (feet) ADJUSTED
 DP7966  ______________________________________________________________________
 DP7966  GEOID HEIGHT    -        -33.138 (meters)                     GEOID18
 DP7966  DYNAMIC HEIGHT  -          2.512 (meters)        8.24  (feet) COMP
 DP7966  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 DP7966
 DP7966  VERT ORDER      -  FIRST     CLASS II
 DP7966
 DP7966.The horizontal coordinates were determined by differentially corrected
 DP7966.hand held GPS observations or other comparable positioning techniques
 DP7966.and have an estimated accuracy of +/- 3 meters.
 DP7966
 DP7966.The orthometric height was determined by differential leveling and
 DP7966.adjusted by the NATIONAL GEODETIC SURVEY
 DP7966.in September 2015.
 DP7966
 DP7966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7966.GEOID18 height accuracy estimate available here.
 DP7966
 DP7966.Click photographs - Photos may exist for this station.
 DP7966
 DP7966.The dynamic height is computed by dividing the NAVD 88
 DP7966.geopotential number by the normal gravity value computed on the
 DP7966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7966.degrees latitude (g = 980.6199 gals.).
 DP7966
 DP7966.The modeled gravity was interpolated from observed gravity values.
 DP7966
 DP7966;                    North         East    Units  Estimated Accuracy
 DP7966;SPC NJ       -   116,535.6     185,553.7     MT  (+/- 3 meters HH1 GPS) 
 DP7966
 DP7966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7829615100(NAD 83)
 DP7966
 DP7966                          SUPERSEDED SURVEY CONTROL
 DP7966
 DP7966.No superseded survey control is available for this station.
 DP7966
 DP7966_MARKER: DD = SURVEY DISK
 DP7966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7966_STAMPING: 15 K 6 2012
 DP7966_MARK LOGO: NJGS
 DP7966_PROJECTION: FLUSH
 DP7966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7966+STABILITY: SURFACE MOTION
 DP7966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7966+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 DP7966
 DP7966  HISTORY     - Date     Condition        Report By
 DP7966  HISTORY     - 20120409 MONUMENTED       NJGS
 DP7966
 DP7966                          STATION DESCRIPTION
 DP7966
 DP7966'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7966'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF TOMS RIVER,
 DP7966'6.4 MI (10.3 KM) EAST-NORTHEAST OF FORKED RIVER AND 3.1 MI (5.0 KM)
 DP7966'SOUTH OF SEASIDE PARK.
 DP7966'
 DP7966'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7966'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7966'
 DP7966'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7966'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7966'ROAD FOR 1.55 MI (2.5 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH
 DP7966'THE GROUND.
 DP7966'
 DP7966'THE STATION IS 4.6 FT (1.4 M) SOUTHWEST FROM A FIRE HYDRANT PAINTED
 DP7966'RED, 18.6 FT (5.7 M) WEST FROM THE CENTERLINE OF SHORE ROAD, 47.8 FT
 DP7966'(14.6 M) NORTH FROM A TRAFFIC SIGN SPEED LIMIT 45 SPEED ENFORCED BY
 DP7966'RADAR, 5.8 FT (1.8 M) SOUTHWEST FROM THE SOUTHERLY OF TWO WATER VALVE
 DP7966'BOXES, 68.0 FT (20.7 M) SOUTH FROM THE CENTERLINE OF A SAND PATH
 DP7966'LEADING WEST TOWARD THE BAY AND 2.5 FT (0.8 M) EAST FROM A METAL
 DP7966'WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3987 ***********************************************************************
 DQ3987  DESIGNATION -  15 K 7
 DQ3987  PID         -  DQ3987
 DQ3987  STATE/COUNTY-  NJ/OCEAN
 DQ3987  COUNTRY     -  US
 DQ3987  USGS QUAD   -  POINT PLEASANT (2019)
 DQ3987
 DQ3987                         *CURRENT SURVEY CONTROL
 DQ3987  ______________________________________________________________________
 DQ3987* NAD 83(1986) POSITION- 40 01 52.59   (N) 074 03 08.50   (W)   HD_HELD1
 DQ3987* NAVD 88 ORTHO HEIGHT -     2.006 (meters)        6.58  (feet) ADJUSTED
 DQ3987  ______________________________________________________________________
 DQ3987  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 DQ3987  DYNAMIC HEIGHT  -          2.005 (meters)        6.58  (feet) COMP
 DQ3987  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 DQ3987
 DQ3987  VERT ORDER      -  FIRST     CLASS II
 DQ3987
 DQ3987.The horizontal coordinates were determined by differentially corrected
 DQ3987.hand held GPS observations or other comparable positioning techniques
 DQ3987.and have an estimated accuracy of +/- 3 meters.
 DQ3987
 DQ3987.The orthometric height was determined by differential leveling and
 DQ3987.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3987.in March 2017.
 DQ3987
 DQ3987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3987.GEOID18 height accuracy estimate available here.
 DQ3987
 DQ3987.Click photographs - Photos may exist for this station.
 DQ3987
 DQ3987.The dynamic height is computed by dividing the NAVD 88
 DQ3987.geopotential number by the normal gravity value computed on the
 DQ3987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3987.degrees latitude (g = 980.6199 gals.).
 DQ3987
 DQ3987.The modeled gravity was interpolated from observed gravity values.
 DQ3987
 DQ3987;                    North         East    Units  Estimated Accuracy
 DQ3987;SPC NJ       -   133,082.7     188,204.4     MT  (+/- 3 meters HH1 GPS) 
 DQ3987
 DQ3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8085331658(NAD 83)
 DQ3987
 DQ3987                          SUPERSEDED SURVEY CONTROL
 DQ3987
 DQ3987.No superseded survey control is available for this station.
 DQ3987
 DQ3987_MARKER: DD = SURVEY DISK
 DQ3987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3987_STAMPING: 15 K 7 2015
 DQ3987_MARK LOGO: NJGS
 DQ3987_PROJECTION: FLUSH
 DQ3987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3987+STABILITY: SURFACE MOTION
 DQ3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3987+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2015
 DQ3987
 DQ3987  HISTORY     - Date     Condition        Report By
 DQ3987  HISTORY     - 20151109 MONUMENTED       NJGS
 DQ3987
 DQ3987                          STATION DESCRIPTION
 DQ3987
 DQ3987'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3987'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH OF SEASIDE PARK,
 DQ3987'4.1 MI (6.6 KM) SOUTH OF POINT PLEASANT BEACH AND 3.7 MI (6.0 KM)
 DQ3987'SOUTH-SOUTHEAST OF POINT PLEASANT, IN MANTOLOKING.
 DQ3987'
 DQ3987'TO REACH FROM THE INTERSECTION OF HERBERT STREET (COUNTY ROUTE 528)
 DQ3987'AND NEW JERSEY STATE ROUTE 35 IN MANTOLOKING, GO 0.6 MI (1.0 KM) SOUTH
 DQ3987'ON NEW JERSEY STATE ROUTE 35 TO THE STATION ON THE LEFT, OPPOSITE THE
 DQ3987'EXTENDED CENTERLINE OF ALBERTSON STREET, SET ON THE EAST SIDE OF THE
 DQ3987'T-JUNCTION OF NEW JERSEY STATE ROUTE 35 AND ALBERTSON STREET, AT THE
 DQ3987'SOUTHWEST END OF A PEDESTRIAN ACCESS WALKWAY LEADING TO THE BEACH.
 DQ3987'
 DQ3987'IT IS 2 FT (0.6 M) EAST OF THE SIDEWALK, 9 FT (2.7 M) EAST OF THE EAST
 DQ3987'CURB OF NEW JERSEY STATE ROUTE 35, 28 FT (8.5 M) EAST OF THE
 DQ3987'CENTERLINE OF NEW JERSEY STATE ROUTE 35, 22.8 FT (6.9 M) SOUTH OF POLE
 DQ3987'NUMBER JC160MTB, 8 FT (2.4 M) NORTH OF THE NORTHWEST CORNER OF A BLOCK
 DQ3987'RETAINING WALL IN FRONT OF HOUSE NUMBER 1501.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3996 ***********************************************************************
 DQ3996  DESIGNATION -  15 K 8
 DQ3996  PID         -  DQ3996
 DQ3996  STATE/COUNTY-  NJ/OCEAN
 DQ3996  COUNTRY     -  US
 DQ3996  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3996
 DQ3996                         *CURRENT SURVEY CONTROL
 DQ3996  ______________________________________________________________________
 DQ3996* NAD 83(1986) POSITION- 39 57 13.68   (N) 074 04 23.63   (W)   HD_HELD1
 DQ3996* NAVD 88 ORTHO HEIGHT -     1.407 (meters)        4.62  (feet) ADJUSTED
 DQ3996  ______________________________________________________________________
 DQ3996  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 DQ3996  DYNAMIC HEIGHT  -          1.406 (meters)        4.61  (feet) COMP
 DQ3996  MODELED GRAVITY -    980,163.4   (mgal)                       NAVD 88
 DQ3996
 DQ3996  VERT ORDER      -  FIRST     CLASS II
 DQ3996
 DQ3996.The horizontal coordinates were determined by differentially corrected
 DQ3996.hand held GPS observations or other comparable positioning techniques
 DQ3996.and have an estimated accuracy of +/- 3 meters.
 DQ3996
 DQ3996.The orthometric height was determined by differential leveling and
 DQ3996.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3996.in March 2017.
 DQ3996
 DQ3996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3996.GEOID18 height accuracy estimate available here.
 DQ3996
 DQ3996.Click photographs - Photos may exist for this station.
 DQ3996
 DQ3996.The dynamic height is computed by dividing the NAVD 88
 DQ3996.geopotential number by the normal gravity value computed on the
 DQ3996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3996.degrees latitude (g = 980.6199 gals.).
 DQ3996
 DQ3996.The modeled gravity was interpolated from observed gravity values.
 DQ3996
 DQ3996;                    North         East    Units  Estimated Accuracy
 DQ3996;SPC NJ       -   124,472.4     186,464.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3996
 DQ3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7916223040(NAD 83)
 DQ3996
 DQ3996                          SUPERSEDED SURVEY CONTROL
 DQ3996
 DQ3996.No superseded survey control is available for this station.
 DQ3996
 DQ3996_MARKER: DD = SURVEY DISK
 DQ3996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3996_STAMPING: 15 K 8 2015
 DQ3996_MARK LOGO: NJDT
 DQ3996_PROJECTION: FLUSH
 DQ3996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3996+STABILITY: SURFACE MOTION
 DQ3996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3996+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ3996
 DQ3996  HISTORY     - Date     Condition        Report By
 DQ3996  HISTORY     - UNK      MONUMENTED       NJDT
 DQ3996  HISTORY     - 20151124 GOOD             NJGS
 DQ3996
 DQ3996                          STATION DESCRIPTION
 DQ3996
 DQ3996'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3996'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH OF POINT PLEASANT,
 DQ3996'6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 1.9 MI (3.1 KM) NORTH OF
 DQ3996'SEASIDE PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER TOWNSHIP.
 DQ3996'
 DQ3996'THE STATION IS LOCATED IN THE BLACKTOP PAVING AREA NORTH OF A SIGN
 DQ3996'BRIDGE FOR THE SOUTHBOUND LANES OF NEW JERSEY STATE ROUTE 35.
 DQ3996'
 DQ3996'THE STATION IS BETWEEN THE SOUTHBOUND LANES OF WEST CENTRAL AVENUE
 DQ3996'(NEW JERSEY STATE ROUTE 35) AND PENNSYLVANIA AVENUE, 140 FT (42.7 M)
 DQ3996'SOUTH OF THE EXTENDED CENTERLINE OF EIGHTH AVENUE.
 DQ3996'
 DQ3996'THE STATION IS 8 FT (2.4 M) EAST OF THE EAST CURB OF NEW JERSEY STATE
 DQ3996'ROUTE 35, 23 FT (7.0 M) WEST OF THE CENTERLINE OF PENNSYLVANIA AVENUE,
 DQ3996'29 FT (8.8 M) NORTH OF THE NORTH LEG OF THE SIGN BRIDGE, 50 FT (15.2
 DQ3996'M) SOUTH OF THE NORTH END OF A GUARDRAIL FOR PENNSYLVANIA AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6462 ***********************************************************************
 DR6462  DESIGNATION -  15 K 9
 DR6462  PID         -  DR6462
 DR6462  STATE/COUNTY-  NJ/OCEAN
 DR6462  COUNTRY     -  US
 DR6462  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6462
 DR6462                         *CURRENT SURVEY CONTROL
 DR6462  ______________________________________________________________________
 DR6462* NAD 83(1986) POSITION- 39 40 49.47   (N) 074 13 34.56   (W)   HD_HELD1
 DR6462* NAVD 88 ORTHO HEIGHT -     1.240 (meters)        4.07  (feet) ADJUSTED
 DR6462  ______________________________________________________________________
 DR6462  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 DR6462  DYNAMIC HEIGHT  -          1.240 (meters)        4.07  (feet) COMP
 DR6462  MODELED GRAVITY -    980,159.0   (mgal)                       NAVD 88
 DR6462
 DR6462  VERT ORDER      -  FIRST     CLASS II
 DR6462
 DR6462.The horizontal coordinates were determined by differentially corrected
 DR6462.hand held GPS observations or other comparable positioning techniques
 DR6462.and have an estimated accuracy of +/- 3 meters.
 DR6462
 DR6462.The orthometric height was determined by differential leveling and
 DR6462.adjusted by the NATIONAL GEODETIC SURVEY
 DR6462.in February 2021.
 DR6462
 DR6462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6462.GEOID18 height accuracy estimate available here.
 DR6462
 DR6462.Click photographs - Photos may exist for this station.
 DR6462
 DR6462.The dynamic height is computed by dividing the NAVD 88
 DR6462.geopotential number by the normal gravity value computed on the
 DR6462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6462.degrees latitude (g = 980.6199 gals.).
 DR6462
 DR6462.The modeled gravity was interpolated from observed gravity values.
 DR6462
 DR6462;                    North         East    Units  Estimated Accuracy
 DR6462;SPC NJ       -    94,069.0     173,481.4     MT  (+/- 3 meters HH1 GPS) 
 DR6462
 DR6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6635292572(NAD 83)
 DR6462
 DR6462                          SUPERSEDED SURVEY CONTROL
 DR6462
 DR6462.No superseded survey control is available for this station.
 DR6462
 DR6462_MARKER: DD = SURVEY DISK
 DR6462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6462_SP_SET: CURB
 DR6462_STAMPING: 15 K 9 2019
 DR6462_MARK LOGO: NJGS
 DR6462_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6462+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2023
 DR6462
 DR6462  HISTORY     - Date     Condition        Report By
 DR6462  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6462  HISTORY     - 20231019 GOOD             NJGS
 DR6462
 DR6462                          STATION DESCRIPTION
 DR6462
 DR6462'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6462'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF TUCKERTON, 5.4
 DR6462'MI (8.7 KM) NORTHEAST OF WEST CREEK AND 3.6 MI (5.8 KM) NORTHWEST OF
 DR6462'SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6462'
 DR6462'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (U.S. HIGHWAY 9)
 DR6462'AND EAST BAY AVENUE (COUNTY ROUTE 50) IN MANAHAWKIN, GO 2.0 MI (3.2
 DR6462'KM) EAST-SOUTHEAST ON EAST BAY AVENUE TO THE STATION SET IN A DRILL
 DR6462'HOLE IN THE CURB ON THE LEFT.
 DR6462'
 DR6462'THE STATION IS 34 FT (10.4 M) SOUTHEAST OF THE CENTERLINE OF THE
 DR6462'DRIVEWAY LEADING TO BRENNAN FUELS GAS STATION, 58 FT (17.7 M)
 DR6462'SOUTHEAST OF POLE NUMBER BT71, 7.2 FT (2.2 M) NORTHEAST OF A SIGN (NO
 DR6462'STOPPING OR STANDING), 14 FT (4.3 M) NORTHEAST OF THE CENTERLINE OF
 DR6462'EAST BAY AVENUE, 24.5 S OF THE SOUTH LEG OF THE GAS STATION SIGN AND
 DR6462'62 FT (18.9 M) NORTH-NORTHWEST OF POLE NUMBER P16182.
 DR6462
 DR6462                          STATION RECOVERY (2023)
 DR6462
 DR6462'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DR6462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6299 ***********************************************************************
 KV6299  DESIGNATION -  15 L 1
 KV6299  PID         -  KV6299
 KV6299  STATE/COUNTY-  NJ/OCEAN
 KV6299  COUNTRY     -  US
 KV6299  USGS QUAD   -  ADELPHIA (2019)
 KV6299
 KV6299                         *CURRENT SURVEY CONTROL
 KV6299  ______________________________________________________________________
 KV6299* NAD 83(2011) POSITION- 40 09 25.08062(N) 074 16 43.19548(W)   ADJUSTED
 KV6299* NAD 83(2011) ELLIP HT-     2.459 (meters)        (06/27/12)   ADJUSTED
 KV6299* NAD 83(2011) EPOCH   -  2010.00
 KV6299* NAVD 88 ORTHO HEIGHT -    34.968 (meters)      114.72  (feet) ADJUSTED
 KV6299  ______________________________________________________________________
 KV6299  GEOID HEIGHT    -        -32.501 (meters)                     GEOID18
 KV6299  NAD 83(2011) X  -  1,322,682.607 (meters)                     COMP
 KV6299  NAD 83(2011) Y  - -4,698,876.083 (meters)                     COMP
 KV6299  NAD 83(2011) Z  -  4,091,323.178 (meters)                     COMP
 KV6299  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 KV6299  DYNAMIC HEIGHT  -         34.953 (meters)      114.68  (feet) COMP
 KV6299  MODELED GRAVITY -    980,198.4   (mgal)                       NAVD 88
 KV6299
 KV6299  VERT ORDER      -  FIRST     CLASS II
 KV6299
 KV6299  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6299  Standards:
 KV6299         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6299            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6299  -------------------------------------------------------------------
 KV6299  NETWORK    0.56   1.00           0.25   0.20   0.51      0.05378239
 KV6299  -------------------------------------------------------------------
 KV6299  Click here for local accuracies and other accuracy information.
 KV6299
 KV6299.The horizontal coordinates were established by GPS observations
 KV6299.and adjusted by the National Geodetic Survey in June 2012.
 KV6299
 KV6299.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6299.been affixed to the stable North American tectonic plate. See 
 KV6299.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6299
 KV6299.The horizontal coordinates are valid at the epoch date displayed above
 KV6299.which is a decimal equivalence of Year/Month/Day.
 KV6299
 KV6299.The orthometric height was determined by differential leveling and
 KV6299.adjusted by the NATIONAL GEODETIC SURVEY
 KV6299.in June 1991.
 KV6299
 KV6299.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6299.GEOID18 height accuracy estimate available here.
 KV6299
 KV6299.Click photographs - Photos may exist for this station.
 KV6299
 KV6299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6299
 KV6299.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6299
 KV6299.The ellipsoidal height was determined by GPS observations
 KV6299.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6299
 KV6299;                    North         East     Units Scale Factor Converg.
 KV6299;SPC NJ       -   146,965.144   168,855.388   MT  0.99990438   +0 08 33.8
 KV6299;SPC NJ       -   482,168.14    553,986.39   sFT  0.99990438   +0 08 33.8
 KV6299;UTM  18      - 4,445,428.625   561,431.963   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6143145428(NAD 83)
 KV6299
 KV6299                          SUPERSEDED SURVEY CONTROL
 KV6299
 KV6299  NAD 83(2007)-  40 09 25.08127(N)    074 16 43.19593(W) AD(2002.00) 0
 KV6299  ELLIP H (02/10/07)    2.454  (m)                       GP(2002.00)    
 KV6299  ELLIP H (10/23/02)    2.464  (m)                       GP(       ) 4 1
 KV6299  NAD 83(1996)-  40 09 25.08105(N)    074 16 43.19632(W) AD(       ) 1
 KV6299  ELLIP H (05/14/99)    2.462  (m)                       GP(       ) 4 1
 KV6299  NAD 83(1986)-  40 09 25.08206(N)    074 16 43.19837(W) AD(       ) 1
 KV6299  NAVD 88              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
 KV6299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6299.See file dsdata.pdf to determine how the superseded data were derived.
 KV6299
 KV6299_MARKER: DD = SURVEY DISK
 KV6299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 29, 2020
 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  HISTORY     - 20200429 GOOD             NJGS
 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                          STATION RECOVERY (2005)
 KV6299
 KV6299'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SDC)
 KV6299'RECOVERED IN GOOD CONDITION.
 KV6299
 KV6299                          STATION RECOVERY (2020)
 KV6299
 KV6299'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6468 ***********************************************************************
 DR6468  DESIGNATION -  15 L 10
 DR6468  PID         -  DR6468
 DR6468  STATE/COUNTY-  NJ/OCEAN
 DR6468  COUNTRY     -  US
 DR6468  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6468
 DR6468                         *CURRENT SURVEY CONTROL
 DR6468  ______________________________________________________________________
 DR6468* NAD 83(1986) POSITION- 39 40 01.28   (N) 074 12 51.60   (W)   HD_HELD1
 DR6468* NAVD 88 ORTHO HEIGHT -     5.086 (meters)       16.69  (feet) ADJUSTED
 DR6468  ______________________________________________________________________
 DR6468  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 DR6468  DYNAMIC HEIGHT  -          5.084 (meters)       16.68  (feet) COMP
 DR6468  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 DR6468
 DR6468  VERT ORDER      -  FIRST     CLASS II
 DR6468
 DR6468.The horizontal coordinates were determined by differentially corrected
 DR6468.hand held GPS observations or other comparable positioning techniques
 DR6468.and have an estimated accuracy of +/- 3 meters.
 DR6468
 DR6468.The orthometric height was determined by differential leveling and
 DR6468.adjusted by the NATIONAL GEODETIC SURVEY
 DR6468.in February 2021.
 DR6468
 DR6468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6468.GEOID18 height accuracy estimate available here.
 DR6468
 DR6468.Click photographs - Photos may exist for this station.
 DR6468
 DR6468.The dynamic height is computed by dividing the NAVD 88
 DR6468.geopotential number by the normal gravity value computed on the
 DR6468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6468.degrees latitude (g = 980.6199 gals.).
 DR6468
 DR6468.The modeled gravity was interpolated from observed gravity values.
 DR6468
 DR6468;                    North         East    Units  Estimated Accuracy
 DR6468;SPC NJ       -    92,586.1     174,509.8     MT  (+/- 3 meters HH1 GPS) 
 DR6468
 DR6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6738991095(NAD 83)
 DR6468
 DR6468                          SUPERSEDED SURVEY CONTROL
 DR6468
 DR6468.No superseded survey control is available for this station.
 DR6468
 DR6468_MARKER: DD = SURVEY DISK
 DR6468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR6468_SP_SET: BRIDGE ABUTMENT
 DR6468_STAMPING: 15 L 10 2019
 DR6468_MARK LOGO: NJGS
 DR6468_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6468+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2019
 DR6468
 DR6468  HISTORY     - Date     Condition        Report By
 DR6468  HISTORY     - 20191009 MONUMENTED       NJGS
 DR6468
 DR6468                          STATION DESCRIPTION
 DR6468
 DR6468'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6468'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF BEACH
 DR6468'HAVEN, 5.5 MI (8.8 KM) EAST-NORTHEAST OF WEST CREEK AND 2.4 MI (3.9
 DR6468'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6468'
 DR6468'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6468'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6468'SHIP BOTTOM, GO 2.4 MI (3.9 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6468'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT, SET IN A DRILL HOLE
 DR6468'IN THE SIDEWALK AREA BETWEEN THE TRAFFIC GUARD RAIL AND BRIDGE
 DR6468'BALUSTRADE WALL SPANNING HILLARDS THOROFARE IN THE NORTH CORNER OF THE
 DR6468'EXPOSED SOUTHEASTERLY ABUTMENT OF THE NEW JERSEY STATE ROUTE 72 BRIDGE
 DR6468'(DORLAND J. HENDERSON MEMORIAL BRIDGE) SPANNING THE MANAHAWKIN BAY.
 DR6468'
 DR6468'THE STATION IS 11 FT (3.4 M) FROM THE BALUSTRADE WALL, 19.5 FT (5.9 M)
 DR6468'EAST OF A LARGE METAL HIGH TENSION POWER LINE TOWER (NUMBER 86138
 DR6468'40576), 5 FT (1.5 M) SOUTHWEST OF THE FACE OF THE BALUSTRADE WALL, 4
 DR6468'FT (1.2 M) NORTHEAST OF THE CURB.
 DR6468'
 DR6468'NOTE-THE STATION IS ALSO A NEW JERSEY STATE HIGHWAY 72 DOT WESTBOUND
 DR6468'BASELINE MONUMENT (STA 567+75.964 OFFSET L20.461).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6505 ***********************************************************************
 DR6505  DESIGNATION -  15 L 11
 DR6505  PID         -  DR6505
 DR6505  STATE/COUNTY-  NJ/OCEAN
 DR6505  COUNTRY     -  US
 DR6505  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6505
 DR6505                         *CURRENT SURVEY CONTROL
 DR6505  ______________________________________________________________________
 DR6505* NAD 83(1986) POSITION- 39 39 54.91   (N) 074 12 40.66   (W)   HD_HELD1
 DR6505* NAVD 88 ORTHO HEIGHT -     4.223 (meters)       13.86  (feet) ADJUSTED
 DR6505  ______________________________________________________________________
 DR6505  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 DR6505  DYNAMIC HEIGHT  -          4.221 (meters)       13.85  (feet) COMP
 DR6505  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 DR6505
 DR6505  VERT ORDER      -  FIRST     CLASS II
 DR6505
 DR6505.The horizontal coordinates were determined by differentially corrected
 DR6505.hand held GPS observations or other comparable positioning techniques
 DR6505.and have an estimated accuracy of +/- 3 meters.
 DR6505
 DR6505.The orthometric height was determined by differential leveling and
 DR6505.adjusted by the NATIONAL GEODETIC SURVEY
 DR6505.in February 2021.
 DR6505
 DR6505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6505.GEOID18 height accuracy estimate available here.
 DR6505
 DR6505.Click photographs - Photos may exist for this station.
 DR6505
 DR6505.The dynamic height is computed by dividing the NAVD 88
 DR6505.geopotential number by the normal gravity value computed on the
 DR6505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6505.degrees latitude (g = 980.6199 gals.).
 DR6505
 DR6505.The modeled gravity was interpolated from observed gravity values.
 DR6505
 DR6505;                    North         East    Units  Estimated Accuracy
 DR6505;SPC NJ       -    92,390.5     174,771.2     MT  (+/- 3 meters HH1 GPS) 
 DR6505
 DR6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6765190901(NAD 83)
 DR6505
 DR6505                          SUPERSEDED SURVEY CONTROL
 DR6505
 DR6505.No superseded survey control is available for this station.
 DR6505
 DR6505_MARKER: DD = SURVEY DISK
 DR6505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6505_STAMPING: 15 L 11 2019
 DR6505_MARK LOGO: NJDT
 DR6505_PROJECTION: FLUSH
 DR6505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6505+STABILITY: SURFACE MOTION
 DR6505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6505+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6505
 DR6505  HISTORY     - Date     Condition        Report By
 DR6505  HISTORY     - 2019     MONUMENTED       NJDT
 DR6505  HISTORY     - 20200603 GOOD             NJGS
 DR6505
 DR6505                          STATION DESCRIPTION
 DR6505
 DR6505'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6505'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF BEACH
 DR6505'HAVEN, 5.6 MI (9.0 KM) EAST-NORTHEAST OF WEST CREEK AND 2.2 MI (3.5
 DR6505'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6505'
 DR6505'TO REACH FROM THE NEW JERSEY STATE HIGHWAY 72 BRIDGE OVER U.S. HIGHWAY
 DR6505'9, GO 3.3 MI (5.3 KM) EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 72 TO
 DR6505'THE STATION ON THE RIGHT, A MONUMENT SURROUNDED BY PAVEMENT.
 DR6505'
 DR6505'IT IS 2.5 FT (0.8 M) NORTHEAST OF THE EDGE OF PAVEMENT, 7.5 FT (2.3 M)
 DR6505'SOUTHWEST OF THE EDGE OF NEW JERSEY STATE HIGHWAY 72 EASTBOUND, 108.2
 DR6505'FT (33.0 M) NORTHWEST OF THE PARAPET WALL FOR THE LANES AND 26 FT (7.9
 DR6505'M) SOUTHEAST OF AN INLET.
 DR6505'
 DR6505'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT EASTBOUND BASELINE
 DR6505'MONUMENT (STA 578+44.974 OFFSET R31.687).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6527 ***********************************************************************
 DR6527  DESIGNATION -  15 L 12
 DR6527  PID         -  DR6527
 DR6527  STATE/COUNTY-  NJ/OCEAN
 DR6527  COUNTRY     -  US
 DR6527  USGS QUAD   -  TUCKERTON (2019)
 DR6527
 DR6527                         *CURRENT SURVEY CONTROL
 DR6527  ______________________________________________________________________
 DR6527* NAD 83(1986) POSITION- 39 32 48.63   (N) 074 15 07.55   (W)   HD_HELD1
 DR6527* NAVD 88 ORTHO HEIGHT -     1.833 (meters)        6.01  (feet) ADJUSTED
 DR6527  ______________________________________________________________________
 DR6527  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 DR6527  DYNAMIC HEIGHT  -          1.832 (meters)        6.01  (feet) COMP
 DR6527  MODELED GRAVITY -    980,132.7   (mgal)                       NAVD 88
 DR6527
 DR6527  VERT ORDER      -  FIRST     CLASS II
 DR6527
 DR6527.The horizontal coordinates were determined by differentially corrected
 DR6527.hand held GPS observations or other comparable positioning techniques
 DR6527.and have an estimated accuracy of +/- 3 meters.
 DR6527
 DR6527.The orthometric height was determined by differential leveling and
 DR6527.adjusted by the NATIONAL GEODETIC SURVEY
 DR6527.in February 2021.
 DR6527
 DR6527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6527.GEOID18 height accuracy estimate available here.
 DR6527
 DR6527.Click photographs - Photos may exist for this station.
 DR6527
 DR6527.The dynamic height is computed by dividing the NAVD 88
 DR6527.geopotential number by the normal gravity value computed on the
 DR6527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6527.degrees latitude (g = 980.6199 gals.).
 DR6527
 DR6527.The modeled gravity was interpolated from observed gravity values.
 DR6527
 DR6527;                    North         East    Units  Estimated Accuracy
 DR6527;SPC NJ       -    79,234.5     171,306.5     MT  (+/- 3 meters HH1 GPS) 
 DR6527
 DR6527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6426177730(NAD 83)
 DR6527
 DR6527                          SUPERSEDED SURVEY CONTROL
 DR6527
 DR6527.No superseded survey control is available for this station.
 DR6527
 DR6527_MARKER: DD = SURVEY DISK
 DR6527_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6527_SP_SET: CURB
 DR6527_STAMPING: 15 L 12 2020
 DR6527_MARK LOGO: USACE
 DR6527_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6527+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6527
 DR6527  HISTORY     - Date     Condition        Report By
 DR6527  HISTORY     - 20200422 MONUMENTED       USACE
 DR6527  HISTORY     - 20200825 GOOD             NJGS
 DR6527
 DR6527                          STATION DESCRIPTION
 DR6527
 DR6527'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6527'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF WEST
 DR6527'CREEK, 6.1 MI (9.8 KM) SOUTHEAST OF TUCKERTON AND 1.0 MI (1.6 KM)
 DR6527'SOUTH-SOUTHWEST OF BEACH HAVEN, BEACH HAVEN INLET.
 DR6527'
 DR6527'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6527'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6527'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 8.15 MI (13.11 KM) TO THE
 DR6527'INTERSECTION WITH OSBORN AVENUE AND THE STATION ON THE NORTH CURB OF
 DR6527'OSBORN AVENUE, IN FRONT OF THE SEA SPRAY MOTEL, SET IN A DRILL HOLE.
 DR6527'
 DR6527'IT IS 15 FT (4.6 M) NORTHEAST OF THE CENTERLINE OF OSBORN AVENUE, 17
 DR6527'FT (5.2 M) SOUTH-SOUTHEAST OF A NO PARKING SIGN, 30 FT (9.1 M)
 DR6527'NORTH-NORTHEAST OF POLE NUMBER P36892, 50 FT (15.2 M) WEST OF POLE
 DR6527'NUMBER P11188 AND 76.5 FT (23.3 M) NORTHWEST OF THE CENTERLINE OF LONG
 DR6527'BEACH BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6778 ***********************************************************************
 KV6778  DESIGNATION -  15 L 2
 KV6778  PID         -  KV6778
 KV6778  STATE/COUNTY-  NJ/OCEAN
 KV6778  COUNTRY     -  US
 KV6778  USGS QUAD   -  POINT PLEASANT (2019)
 KV6778
 KV6778                         *CURRENT SURVEY CONTROL
 KV6778  ______________________________________________________________________
 KV6778* NAD 83(2011) POSITION- 40 02 40.87863(N) 074 05 03.08524(W)   ADJUSTED
 KV6778* NAD 83(2011) ELLIP HT-   -31.207 (meters)        (06/27/12)   ADJUSTED
 KV6778* NAD 83(2011) EPOCH   -  2010.00
 KV6778* NAVD 88 ORTHO HEIGHT -     1.9   (meters)        6.    (feet) GPS OBS
 KV6778  ______________________________________________________________________
 KV6778  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6778  GEOID HEIGHT    -        -33.290 (meters)                     GEOID93
 KV6778  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 KV6778  NAD 83(2011) X  -  1,340,819.098 (meters)                     COMP
 KV6778  NAD 83(2011) Y  - -4,702,057.339 (meters)                     COMP
 KV6778  NAD 83(2011) Z  -  4,081,765.356 (meters)                     COMP
 KV6778  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 KV6778
 KV6778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6778  Standards:
 KV6778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6778  -------------------------------------------------------------------
 KV6778  NETWORK    0.71   1.02           0.31   0.27   0.52      0.14730186
 KV6778  -------------------------------------------------------------------
 KV6778  Click here for local accuracies and other accuracy information.
 KV6778
 KV6778.The horizontal coordinates were established by GPS observations
 KV6778.and adjusted by the National Geodetic Survey in June 2012.
 KV6778
 KV6778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6778.been affixed to the stable North American tectonic plate. See 
 KV6778.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6778
 KV6778.The horizontal coordinates are valid at the epoch date displayed above
 KV6778.which is a decimal equivalence of Year/Month/Day.
 KV6778
 KV6778.The orthometric height was determined by GPS observations and a
 KV6778.high-resolution geoid model.
 KV6778
 KV6778.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6778.GEOID18 height accuracy estimate available here.
 KV6778
 KV6778.Click photographs - Photos may exist for this station.
 KV6778
 KV6778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6778
 KV6778.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6778
 KV6778.The ellipsoidal height was determined by GPS observations
 KV6778.and is referenced to NAD 83.
 KV6778
 KV6778. The following values were computed from the NAD 83(2011) position.
 KV6778
 KV6778;                    North         East     Units Scale Factor Converg.
 KV6778;SPC NJ       -   134,558.738   185,480.938   MT  0.99991549   +0 16 03.1
 KV6778;SPC NJ       -   441,464.79    608,532.04   sFT  0.99991549   +0 16 03.1
 KV6778;UTM  18      - 4,433,118.943   578,122.833   MT  0.99967513   +0 35 21.3
 KV6778
 KV6778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6778!SPC NJ       -   1.00000490  x   0.99991549  =   0.99992039
 KV6778!UTM  18      -   1.00000490  x   0.99967513  =   0.99968002
 KV6778
 KV6778:                Primary Azimuth Mark                     Grid Az
 KV6778:SPC NJ       -  15 M 2                                   139 53 43.2
 KV6778:UTM  18      -  15 M 2                                   139 34 25.0
 KV6778
 KV6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7812233118(NAD 83)
 KV6778
 KV6778|---------------------------------------------------------------------|
 KV6778| PID    Reference Object                     Distance      Geod. Az  |
 KV6778|                                                           dddmmss.s |
 KV6778| KV6779 15 M 2                              444.742 METERS 1400946.3 |
 KV6778|---------------------------------------------------------------------|
 KV6778
 KV6778                          SUPERSEDED SURVEY CONTROL
 KV6778
 KV6778  NAD 83(2007)-  40 02 40.87901(N)    074 05 03.08569(W) AD(2002.00) 0
 KV6778  ELLIP H (02/10/07)  -31.198  (m)                       GP(2002.00)    
 KV6778  ELLIP H (10/23/02)  -31.186  (m)                       GP(       ) 4 1
 KV6778  NAD 83(1996)-  40 02 40.87871(N)    074 05 03.08524(W) AD(       ) 1
 KV6778  ELLIP H (05/14/99)  -31.206  (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
 KV6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6778.See file dsdata.pdf to determine how the superseded data were derived.
 KV6778
 KV6778_MARKER: DD = SURVEY DISK
 KV6778_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6778_STAMPING: 15 L 2 1991
 KV6778_MARK LOGO: USFWS
 KV6778_PROJECTION: FLUSH
 KV6778_MAGNETIC: P = MARKER IS A STEEL PIPE
 KV6778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6778+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 KV6778_ROD/PIPE-DEPTH: 1 meters
 KV6778
 KV6778  HISTORY     - Date     Condition        Report By
 KV6778  HISTORY     - 1991     MONUMENTED       NJGS
 KV6778  HISTORY     - 20040224 GOOD             AASCO
 KV6778  HISTORY     - 20201102 GOOD             NJGS
 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.
 KV6778
 KV6778                          STATION RECOVERY (2020)
 KV6778
 KV6778'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9356 ***********************************************************************
 AI9356  DESIGNATION -  15 L 3
 AI9356  PID         -  AI9356
 AI9356  STATE/COUNTY-  NJ/OCEAN
 AI9356  COUNTRY     -  US
 AI9356  USGS QUAD   -  TUCKERTON (2019)
 AI9356
 AI9356                         *CURRENT SURVEY CONTROL
 AI9356  ______________________________________________________________________
 AI9356* NAD 83(1986) POSITION- 39 35 34.51   (N) 074 20 44.54   (W)   HD_HELD1
 AI9356* NAVD 88 ORTHO HEIGHT -     2.159 (meters)        7.08  (feet) ADJUSTED
 AI9356  ______________________________________________________________________
 AI9356  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 AI9356  DYNAMIC HEIGHT  -          2.158 (meters)        7.08  (feet) COMP
 AI9356  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 AI9356
 AI9356  VERT ORDER      -  FIRST     CLASS II
 AI9356
 AI9356.The horizontal coordinates were determined by differentially corrected
 AI9356.hand held GPS observations or other comparable positioning techniques
 AI9356.and have an estimated accuracy of +/- 3 meters.
 AI9356
 AI9356.The orthometric height was determined by differential leveling and
 AI9356.adjusted by the NATIONAL GEODETIC SURVEY
 AI9356.in March 2001.
 AI9356
 AI9356.No vertical observational check was made to the station.
 AI9356
 AI9356.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9356.GEOID18 height accuracy estimate available here.
 AI9356
 AI9356.Click photographs - Photos may exist for this station.
 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       -    84,331.9     163,252.4     MT  (+/- 3 meters HH1 GPS) 
 AI9356
 AI9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5618082781(NAD 83)
 AI9356
 AI9356                          SUPERSEDED SURVEY CONTROL
 AI9356
 AI9356.No superseded survey control is available for this station.
 AI9356
 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 = JULY 24, 2026 22:12:30 EDT
 DM5992 ***********************************************************************
 DM5992  DESIGNATION -  15 L 4
 DM5992  PID         -  DM5992
 DM5992  STATE/COUNTY-  NJ/OCEAN
 DM5992  COUNTRY     -  US
 DM5992  USGS QUAD   -  TOMS RIVER (2019)
 DM5992
 DM5992                         *CURRENT SURVEY CONTROL
 DM5992  ______________________________________________________________________
 DM5992* NAD 83(1986) POSITION- 39 57 07.     (N) 074 09 12.     (W)   SCALED
 DM5992* NAVD 88 ORTHO HEIGHT -     9.429 (meters)       30.94  (feet) ADJUSTED
 DM5992  ______________________________________________________________________
 DM5992  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 DM5992  DYNAMIC HEIGHT  -          9.425 (meters)       30.92  (feet) COMP
 DM5992  MODELED GRAVITY -    980,161.4   (mgal)                       NAVD 88
 DM5992
 DM5992  VERT ORDER      -  FIRST     CLASS II
 DM5992
 DM5992.The horizontal coordinates were scaled from a map and have
 DM5992.an estimated accuracy of +/- 6 seconds.
 DM5992
 DM5992.The orthometric height was determined by differential leveling and
 DM5992.adjusted by the NATIONAL GEODETIC SURVEY
 DM5992.in May 2011.
 DM5992
 DM5992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5992.GEOID18 height accuracy estimate available here.
 DM5992
 DM5992.Click photographs - Photos may exist for this station.
 DM5992
 DM5992.The dynamic height is computed by dividing the NAVD 88
 DM5992.geopotential number by the normal gravity value computed on the
 DM5992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5992.degrees latitude (g = 980.6199 gals.).
 DM5992
 DM5992.The modeled gravity was interpolated from observed gravity values.
 DM5992
 DM5992;                    North         East    Units  Estimated Accuracy
 DM5992;SPC NJ       -   124,240.      179,620.      MT  (+/- 180 meters Scaled)
 DM5992
 DM5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK723227(NAD 83)
 DM5992
 DM5992                          SUPERSEDED SURVEY CONTROL
 DM5992
 DM5992.No superseded survey control is available for this station.
 DM5992
 DM5992_MARKER: DD = SURVEY DISK
 DM5992_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5992_SP_SET: ELECTRICAL BOX BASE
 DM5992_STAMPING: 15 L 4 2007
 DM5992_MARK LOGO: NJGS
 DM5992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5992+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2007
 DM5992
 DM5992  HISTORY     - Date     Condition        Report By
 DM5992  HISTORY     - 20070528 MONUMENTED       NJGS
 DM5992
 DM5992                          STATION DESCRIPTION
 DM5992
 DM5992'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM5992'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, SET IN A DRILL
 DM5992'HOLE IN THE BASE OF THE EASTERLY OF TWO ELECTRICAL BOXES IN THE GRASSY
 DM5992'AREA ON THE SOUTHSIDE OF THE EASTBOUND LANES OF NJ HIGHWAY 37 AT THE
 DM5992'JUGHANDLE TURN LEADING TO NORTH BOUND LANES OF VAUGHN AVENUE AND THE
 DM5992'SOUTH BOUND LANES OF WEST END AVENUE.
 DM5992'
 DM5992'THE STATION IS 44.9 FT (13.7 M) WEST OF THE CENTERLINE OF WEST END
 DM5992'AVENUE, 19.7 FT (6.0 M) SOUTH OF THE SOUTH CURB OF EASTBOUND ROUTE 37,
 DM5992'27.9 FT (8.5 M) SOUTHEAST OF POLE NUMBER JC 106 DV, 39.0 FT (11.9 M)
 DM5992'NORTH-NORTHEAST OF A CEDAR TREE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7935 ***********************************************************************
 DP7935  DESIGNATION -  15 L 5
 DP7935  PID         -  DP7935
 DP7935  STATE/COUNTY-  NJ/OCEAN
 DP7935  COUNTRY     -  US
 DP7935  USGS QUAD   -  POINT PLEASANT (2019)
 DP7935
 DP7935                         *CURRENT SURVEY CONTROL
 DP7935  ______________________________________________________________________
 DP7935* NAD 83(1986) POSITION- 40 00 46.37   (N) 074 03 27.33   (W)   HD_HELD1
 DP7935* NAVD 88 ORTHO HEIGHT -     2.601 (meters)        8.53  (feet) ADJUSTED
 DP7935  ______________________________________________________________________
 DP7935  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 DP7935  DYNAMIC HEIGHT  -          2.599 (meters)        8.53  (feet) COMP
 DP7935  MODELED GRAVITY -    980,160.7   (mgal)                       NAVD 88
 DP7935
 DP7935  VERT ORDER      -  FIRST     CLASS II
 DP7935
 DP7935.The horizontal coordinates were determined by differentially corrected
 DP7935.hand held GPS observations or other comparable positioning techniques
 DP7935.and have an estimated accuracy of +/- 3 meters.
 DP7935
 DP7935.The orthometric height was determined by differential leveling and
 DP7935.adjusted by the NATIONAL GEODETIC SURVEY
 DP7935.in March 2017.
 DP7935
 DP7935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7935.GEOID18 height accuracy estimate available here.
 DP7935
 DP7935.Click photographs - Photos may exist for this station.
 DP7935
 DP7935.The dynamic height is computed by dividing the NAVD 88
 DP7935.geopotential number by the normal gravity value computed on the
 DP7935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7935.degrees latitude (g = 980.6199 gals.).
 DP7935
 DP7935.The modeled gravity was interpolated from observed gravity values.
 DP7935
 DP7935;                    North         East    Units  Estimated Accuracy
 DP7935;SPC NJ       -   131,038.2     187,768.1     MT  (+/- 3 meters HH1 GPS) 
 DP7935
 DP7935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8042929612(NAD 83)
 DP7935
 DP7935                          SUPERSEDED SURVEY CONTROL
 DP7935
 DP7935  NAVD 88 (09/24/15)    2.597  (m)            8.52   (f) SUPERSEDED  1 2
 DP7935
 DP7935.Superseded values are not recommended for survey control.
 DP7935
 DP7935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7935.See file dsdata.pdf to determine how the superseded data were derived.
 DP7935
 DP7935_MARKER: DD = SURVEY DISK
 DP7935_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP7935_SP_SET: ELECTRICAL BOX BASE
 DP7935_STAMPING: 15 L 5 2012
 DP7935_MARK LOGO: NJGS
 DP7935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7935+STABILITY: SURFACE MOTION
 DP7935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7935+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2018
 DP7935
 DP7935  HISTORY     - Date     Condition        Report By
 DP7935  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7935  HISTORY     - 20160411 GOOD             NJGS
 DP7935  HISTORY     - 20180614 GOOD             NJGS
 DP7935
 DP7935                          STATION DESCRIPTION
 DP7935
 DP7935'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7935'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF SEASIDE PARK,
 DP7935'5.4 MI (8.7 KM) SOUTH OF POINT PLEASANT BEACH AND 4.9 MI (7.9 KM)
 DP7935'SOUTH OF POINT PLEASANT.
 DP7935'
 DP7935'THE STATION IS LOCATED IN BRICK TOWNSHIP IN THE LOCAL COMMUNITY OF
 DP7935'SOUTH MANTOLOKING BEACH.
 DP7935'
 DP7935'THE STATION IS ON THE EAST SIDE OF OCEAN BOULEVARD (STATE HIGHWAY 35
 DP7935'NORTHBOUND) IN THE FRONT YARD OF THE FIRST AMERICAN WATER COMPANY,
 DP7935'BUILDING NUMBER 350, CONTAINING A LARGE SQUAT WATER TANK IN THE REAR
 DP7935'OF THE PROPERTY.
 DP7935'
 DP7935'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE NORTHEAST CORNER OF A
 DP7935'7.0 FT (2.1 M) BY 8.0 FT (2.4 M) CONCRETE FOUNDATION FOR A 4 FT (1.2
 DP7935'M) HIGH ELECTRICAL UTILITY BOX, NUMBER J19103 PAD 4875, BELONGING TO
 DP7935'THE FIRST ENERGY CORPORATION.
 DP7935'
 DP7935'THE STATION IS 45.5 FT (13.9 M) EAST FROM THE CENTERLINE OF STATE
 DP7935'HIGHWAY 35 NORTHBOUND, 20.7 FT (6.3 M) NORTHWEST FROM THE NORTHWEST
 DP7935'CORNER OF THE WATER UTILITY BUILDING, A ONE AND ONE HALF STORY FRAME
 DP7935'STRUCTURE, 40.5 FT (12.3 M) SOUTHEAST FROM MILE POST MARKER 8 AND 83.0
 DP7935'FT (25.3 M) SOUTH-SOUTHEAST FROM WOOD UTILITY POLE NUMBER JC 215 BK, 1
 DP7935'FT (0.3 M) SOUTH OF A WITNESS POST.
 DP7935
 DP7935                          STATION RECOVERY (2016)
 DP7935
 DP7935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7935'RECOVERED AS DESCRIBED.
 DP7935
 DP7935                          STATION RECOVERY (2018)
 DP7935
 DP7935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP7935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7967 ***********************************************************************
 DP7967  DESIGNATION -  15 L 6
 DP7967  PID         -  DP7967
 DP7967  STATE/COUNTY-  NJ/OCEAN
 DP7967  COUNTRY     -  US
 DP7967  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7967
 DP7967                         *CURRENT SURVEY CONTROL
 DP7967  ______________________________________________________________________
 DP7967* NAD 83(1986) POSITION- 39 52 21.68   (N) 074 05 08.20   (W)   HD_HELD1
 DP7967* NAVD 88 ORTHO HEIGHT -     2.561 (meters)        8.40  (feet) ADJUSTED
 DP7967  ______________________________________________________________________
 DP7967  GEOID HEIGHT    -        -33.146 (meters)                     GEOID18
 DP7967  DYNAMIC HEIGHT  -          2.560 (meters)        8.40  (feet) COMP
 DP7967  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 DP7967
 DP7967  VERT ORDER      -  FIRST     CLASS II
 DP7967
 DP7967.The horizontal coordinates were determined by differentially corrected
 DP7967.hand held GPS observations or other comparable positioning techniques
 DP7967.and have an estimated accuracy of +/- 3 meters.
 DP7967
 DP7967.The orthometric height was determined by differential leveling and
 DP7967.adjusted by the NATIONAL GEODETIC SURVEY
 DP7967.in September 2015.
 DP7967
 DP7967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7967.GEOID18 height accuracy estimate available here.
 DP7967
 DP7967.Click photographs - Photos may exist for this station.
 DP7967
 DP7967.The dynamic height is computed by dividing the NAVD 88
 DP7967.geopotential number by the normal gravity value computed on the
 DP7967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7967.degrees latitude (g = 980.6199 gals.).
 DP7967
 DP7967.The modeled gravity was interpolated from observed gravity values.
 DP7967
 DP7967;                    North         East    Units  Estimated Accuracy
 DP7967;SPC NJ       -   115,462.2     185,448.4     MT  (+/- 3 meters HH1 GPS) 
 DP7967
 DP7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7819714027(NAD 83)
 DP7967
 DP7967                          SUPERSEDED SURVEY CONTROL
 DP7967
 DP7967.No superseded survey control is available for this station.
 DP7967
 DP7967_MARKER: DD = SURVEY DISK
 DP7967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7967_STAMPING: 15 L 6 2012
 DP7967_MARK LOGO: NJGS
 DP7967_PROJECTION: FLUSH
 DP7967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7967+STABILITY: SURFACE MOTION
 DP7967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7967+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 DP7967
 DP7967  HISTORY     - Date     Condition        Report By
 DP7967  HISTORY     - 20120409 MONUMENTED       NJGS
 DP7967
 DP7967                          STATION DESCRIPTION
 DP7967
 DP7967'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7967'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF BARNEGAT LIGHT,
 DP7967'6.0 MI (9.7 KM) EAST-NORTHEAST OF FORKED RIVER AND 3.7 MI (6.0 KM)
 DP7967'SOUTH OF SEASIDE PARK.
 DP7967'
 DP7967'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7967'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7967'
 DP7967'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7967'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7967'ROAD FOR 2.25 MI (3.6 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH
 DP7967'THE GROUND, OPPOSITE AND ACROSS THE ROAD FROM THE ENTRANCE TO THE
 DP7967'GILLIKINS BEACH BUGGY ACCESS ROAD LEADING EAST TO THE BEACH.
 DP7967'
 DP7967'THE STATION IS 19.0 FT (5.8 M) WEST FROM THE CENTERLINE OF SHORE ROAD,
 DP7967'11.5 FT (3.5 M) NORTH-NORTHWEST FROM THE WESTERLY WOODEN POST OF A
 DP7967'SIGN GILLIKINS BEACH BUGGY ACCESS ENTER BY PERMIT ONLY NO ALCOHOLIC
 DP7967'BEVERAGES, 15.7 FT (4.8 M) NORTHWEST FROM THE EASTERLY WOODEN POST OF
 DP7967'THE SAME SIGN, WITH WITNESS SIGN ATTACHED, 10.6 FT (3.2 M) NORTH AND
 DP7967'ACROSS THE ROAD FROM THE CENTERLINE RANGE OF THE BEACH BUGGY ACCESS
 DP7967'ROAD LEADING EAST AND 1.6 FT (0.5 M) EAST FROM A METAL WITNESS POST
 DP7967'WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4007 ***********************************************************************
 DQ4007  DESIGNATION -  15 L 7
 DQ4007  PID         -  DQ4007
 DQ4007  STATE/COUNTY-  NJ/OCEAN
 DQ4007  COUNTRY     -  US
 DQ4007  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4007
 DQ4007                         *CURRENT SURVEY CONTROL
 DQ4007  ______________________________________________________________________
 DQ4007* NAD 83(1986) POSITION- 39 56 06.18   (N) 074 04 35.28   (W)   HD_HELD1
 DQ4007* NAVD 88 ORTHO HEIGHT -     1.501 (meters)        4.92  (feet) ADJUSTED
 DQ4007  ______________________________________________________________________
 DQ4007  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 DQ4007  DYNAMIC HEIGHT  -          1.500 (meters)        4.92  (feet) COMP
 DQ4007  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 DQ4007
 DQ4007  VERT ORDER      -  FIRST     CLASS II
 DQ4007
 DQ4007.The horizontal coordinates were determined by differentially corrected
 DQ4007.hand held GPS observations or other comparable positioning techniques
 DQ4007.and have an estimated accuracy of +/- 3 meters.
 DQ4007
 DQ4007.The orthometric height was determined by differential leveling and
 DQ4007.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4007.in March 2017.
 DQ4007
 DQ4007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4007.GEOID18 height accuracy estimate available here.
 DQ4007
 DQ4007.Click photographs - Photos may exist for this station.
 DQ4007
 DQ4007.The dynamic height is computed by dividing the NAVD 88
 DQ4007.geopotential number by the normal gravity value computed on the
 DQ4007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4007.degrees latitude (g = 980.6199 gals.).
 DQ4007
 DQ4007.The modeled gravity was interpolated from observed gravity values.
 DQ4007
 DQ4007;                    North         East    Units  Estimated Accuracy
 DQ4007;SPC NJ       -   122,389.4     186,197.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4007
 DQ4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7890720956(NAD 83)
 DQ4007
 DQ4007                          SUPERSEDED SURVEY CONTROL
 DQ4007
 DQ4007.No superseded survey control is available for this station.
 DQ4007
 DQ4007_MARKER: DD = SURVEY DISK
 DQ4007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4007_STAMPING: 15 L 7 2015
 DQ4007_MARK LOGO: NJDT
 DQ4007_PROJECTION: FLUSH
 DQ4007_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4007+STABILITY: SURFACE MOTION
 DQ4007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4007+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4007
 DQ4007  HISTORY     - Date     Condition        Report By
 DQ4007  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4007  HISTORY     - 20151110 GOOD             NJGS
 DQ4007
 DQ4007                          STATION DESCRIPTION
 DQ4007
 DQ4007'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4007'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHEAST OF FORKED
 DQ4007'RIVER, 6.6 MI (10.6 KM) EAST OF TOMS RIVER AND IN THE TOWN OF SEASIDE
 DQ4007'PARK, NJ, IN THE BOROUGH OF SEASIDE PARK.
 DQ4007'
 DQ4007'THE STATION IS LOCATED IN THE GRASSY AREA BETWEEN THE SOUTHBOUND AND
 DQ4007'NORTHBOUND LANES OF NEW JERSEY STATE ROUTE 35, BETWEEN LAFAYETTE AND
 DQ4007'DECATUR AVENUES.
 DQ4007'
 DQ4007'THE STATION IS ON THE EAST SIDE OF THE SOUTHBOUND LANES OF NEW JERSEY
 DQ4007'STATE ROUTE 35 ON THE APPROACH INTO SEASIDE PARK, IN FRONT OF AND
 DQ4007'ACROSS THE ROAD FROM HOUSE NUMBER 1617.
 DQ4007'
 DQ4007'IT IS 5 FT (1.5 M) EAST OF THE EAST CURB OF NEW JERSEY STATE ROUTE 35
 DQ4007'SOUTHBOUND, 52.9 FT (16.1 M) SOUTH OF THE CENTERLINE OF A CONCRETE
 DQ4007'SIDEWALK, 77.5 FT (23.6 M) SOUTH OF A FLAG POLE, 80 FT (24.4 M) SOUTH
 DQ4007'OF THE EXTENDED CENTERLINE OF DECATUR AVENUE, 33 FT (10.1 M) WEST OF
 DQ4007'THE WEST CURB OF THE NORTHBOUND LANES OF NEW JERSEY STATE ROUTE 35.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3999 ***********************************************************************
 DQ3999  DESIGNATION -  15 L 8
 DQ3999  PID         -  DQ3999
 DQ3999  STATE/COUNTY-  NJ/OCEAN
 DQ3999  COUNTRY     -  US
 DQ3999  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3999
 DQ3999                         *CURRENT SURVEY CONTROL
 DQ3999  ______________________________________________________________________
 DQ3999* NAD 83(1986) POSITION- 39 57 07.09   (N) 074 04 24.71   (W)   HD_HELD1
 DQ3999* NAVD 88 ORTHO HEIGHT -     0.977 (meters)        3.21  (feet) ADJUSTED
 DQ3999  ______________________________________________________________________
 DQ3999  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 DQ3999  DYNAMIC HEIGHT  -          0.977 (meters)        3.21  (feet) COMP
 DQ3999  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DQ3999
 DQ3999  VERT ORDER      -  FIRST     CLASS II
 DQ3999
 DQ3999.The horizontal coordinates were determined by differentially corrected
 DQ3999.hand held GPS observations or other comparable positioning techniques
 DQ3999.and have an estimated accuracy of +/- 3 meters.
 DQ3999
 DQ3999.The orthometric height was determined by differential leveling and
 DQ3999.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3999.in March 2017.
 DQ3999
 DQ3999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3999.GEOID18 height accuracy estimate available here.
 DQ3999
 DQ3999.Click photographs - Photos may exist for this station.
 DQ3999
 DQ3999.The dynamic height is computed by dividing the NAVD 88
 DQ3999.geopotential number by the normal gravity value computed on the
 DQ3999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3999.degrees latitude (g = 980.6199 gals.).
 DQ3999
 DQ3999.The modeled gravity was interpolated from observed gravity values.
 DQ3999
 DQ3999;                    North         East    Units  Estimated Accuracy
 DQ3999;SPC NJ       -   124,269.0     186,439.8     MT  (+/- 3 meters HH1 GPS) 
 DQ3999
 DQ3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7913922837(NAD 83)
 DQ3999
 DQ3999                          SUPERSEDED SURVEY CONTROL
 DQ3999
 DQ3999.No superseded survey control is available for this station.
 DQ3999
 DQ3999_MARKER: DD = SURVEY DISK
 DQ3999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3999_STAMPING: 15 L 8 2015
 DQ3999_MARK LOGO: NJDT
 DQ3999_PROJECTION: FLUSH
 DQ3999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3999+STABILITY: SURFACE MOTION
 DQ3999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3999+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ3999
 DQ3999  HISTORY     - Date     Condition        Report By
 DQ3999  HISTORY     - UNK      MONUMENTED       NJDT
 DQ3999  HISTORY     - 20151124 GOOD             NJGS
 DQ3999
 DQ3999                          STATION DESCRIPTION
 DQ3999
 DQ3999'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3999'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH OF POINT PLEASANT,
 DQ3999'6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 1.8 MI (2.9 KM) NORTH OF
 DQ3999'SEASIDE PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER TOWNSHIP.
 DQ3999'
 DQ3999'THE STATION IS BETWEEN THE SOUTHBOUND LANES OF NEW JERSEY STATE ROUTE
 DQ3999'35 AND EAST CENTRAL AVENUE, 101.5 FT (30.9 M) NORTH OF THE CENTERLINE
 DQ3999'OF HARDING AVENUE.
 DQ3999'
 DQ3999'THE STATION IS 87.9 FT (26.8 M) EAST OF THE EAST CURB OF SOUTHBOUND
 DQ3999'NEW JERSEY STATE ROUTE 35, 7.5 FT (2.3 M) WEST OF THE WEST EDGE OF
 DQ3999'PAVING FOR EAST CENTRAL AVENUE, 24.5 FT (7.5 M) WEST OF THE CENTERLINE
 DQ3999'OF EAST CENTRAL AVENUE, 88.5 FT (27.0 M) SOUTH OF THE CENTERLINE OF
 DQ3999'COOLIDGE AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6463 ***********************************************************************
 DR6463  DESIGNATION -  15 L 9
 DR6463  PID         -  DR6463
 DR6463  STATE/COUNTY-  NJ/OCEAN
 DR6463  COUNTRY     -  US
 DR6463  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6463
 DR6463                         *CURRENT SURVEY CONTROL
 DR6463  ______________________________________________________________________
 DR6463* NAD 83(1986) POSITION- 39 40 26.01   (N) 074 13 12.24   (W)   HD_HELD1
 DR6463* NAVD 88 ORTHO HEIGHT -     1.077 (meters)        3.53  (feet) ADJUSTED
 DR6463  ______________________________________________________________________
 DR6463  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 DR6463  DYNAMIC HEIGHT  -          1.076 (meters)        3.53  (feet) COMP
 DR6463  MODELED GRAVITY -    980,157.6   (mgal)                       NAVD 88
 DR6463
 DR6463  VERT ORDER      -  FIRST     CLASS II
 DR6463
 DR6463.The horizontal coordinates were determined by differentially corrected
 DR6463.hand held GPS observations or other comparable positioning techniques
 DR6463.and have an estimated accuracy of +/- 3 meters.
 DR6463
 DR6463.The orthometric height was determined by differential leveling and
 DR6463.adjusted by the NATIONAL GEODETIC SURVEY
 DR6463.in February 2021.
 DR6463
 DR6463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6463.GEOID18 height accuracy estimate available here.
 DR6463
 DR6463.Click photographs - Photos may exist for this station.
 DR6463
 DR6463.The dynamic height is computed by dividing the NAVD 88
 DR6463.geopotential number by the normal gravity value computed on the
 DR6463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6463.degrees latitude (g = 980.6199 gals.).
 DR6463
 DR6463.The modeled gravity was interpolated from observed gravity values.
 DR6463
 DR6463;                    North         East    Units  Estimated Accuracy
 DR6463;SPC NJ       -    93,347.2     174,015.5     MT  (+/- 3 meters HH1 GPS) 
 DR6463
 DR6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6689091854(NAD 83)
 DR6463
 DR6463                          SUPERSEDED SURVEY CONTROL
 DR6463
 DR6463.No superseded survey control is available for this station.
 DR6463
 DR6463_MARKER: DD = SURVEY DISK
 DR6463_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR6463_SP_SET: CULVERT HEADWALL
 DR6463_STAMPING: 15 L 9 2019
 DR6463_MARK LOGO: NJGS
 DR6463_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6463+STABILITY: SURFACE MOTION
 DR6463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6463+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DR6463
 DR6463  HISTORY     - Date     Condition        Report By
 DR6463  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6463
 DR6463                          STATION DESCRIPTION
 DR6463
 DR6463'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6463'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH OF BEACH HAVEN, 5.4
 DR6463'MI (8.7 KM) EAST-NORTHEAST OF WEST CREEK AND 3.0 MI (4.8 KM) NORTHWEST
 DR6463'OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6463'
 DR6463'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (U.S. HIGHWAY 9)
 DR6463'AND EAST BAY AVENUE (COUNTY ROUTE 50) IN MANAHAWKIN, GO 2.6 MI (4.2
 DR6463'KM) EAST-SOUTHEAST ON EAST BAY AVENUE TO THE STATION ON THE LEFT, SET
 DR6463'IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CULVERT ON THE
 DR6463'NORTHEAST SIDE OF EAST BAY AVENUE.
 DR6463'
 DR6463'IT IS 3 FT (0.9 M) SOUTHEAST OF THE NORTHWEST EDGE OF THE HEADWALL, 70
 DR6463'FT (21.3 M) SOUTHEAST OF POLE NUMBER BT86, 98 FT (29.9 M) NORTHWEST OF
 DR6463'POLE NUMBER BT86 P16181, 65 FT (19.8 M) NORTHWEST OF THE CENTERLINE OF
 DR6463'THE DRIVEWAY TO HOUSE NUMBER 1212, 23 FT (7.0 M) EAST-NORTHEAST OF THE
 DR6463'CENTERLINE OF EAST BAY AVENUE AND 175 FT (53.3 M) SOUTHEAST OF THE
 DR6463'CENTERLINE OF HERON ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6300 ***********************************************************************
 KV6300  DESIGNATION -  15 M 1
 KV6300  PID         -  KV6300
 KV6300  STATE/COUNTY-  NJ/OCEAN
 KV6300  COUNTRY     -  US
 KV6300  USGS QUAD   -  ADELPHIA (2019)
 KV6300
 KV6300                         *CURRENT SURVEY CONTROL
 KV6300  ______________________________________________________________________
 KV6300* NAD 83(1986) POSITION- 40 09 23.     (N) 074 17 12.     (W)   SCALED
 KV6300* NAVD 88 ORTHO HEIGHT -    39.423 (meters)      129.34  (feet) ADJUSTED
 KV6300  ______________________________________________________________________
 KV6300  GEOID HEIGHT    -        -32.491 (meters)                     GEOID18
 KV6300  DYNAMIC HEIGHT  -         39.406 (meters)      129.28  (feet) COMP
 KV6300  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 KV6300
 KV6300  VERT ORDER      -  FIRST     CLASS II
 KV6300
 KV6300.The horizontal coordinates were scaled from a map and have
 KV6300.an estimated accuracy of +/- 6 seconds.
 KV6300
 KV6300.The orthometric height was determined by differential leveling and
 KV6300.adjusted by the NATIONAL GEODETIC SURVEY
 KV6300.in June 1991.
 KV6300
 KV6300.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6300.GEOID18 height accuracy estimate available here.
 KV6300
 KV6300.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK607453(NAD 83)
 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
 KV6300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6300.See file dsdata.pdf to determine how the superseded data were derived.
 KV6300
 KV6300_MARKER: DD = SURVEY DISK
 KV6300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DR6451 ***********************************************************************
 DR6451  DESIGNATION -  15 M 10
 DR6451  PID         -  DR6451
 DR6451  STATE/COUNTY-  NJ/OCEAN
 DR6451  COUNTRY     -  US
 DR6451  USGS QUAD   -  WEST CREEK (2019)
 DR6451
 DR6451                         *CURRENT SURVEY CONTROL
 DR6451  ______________________________________________________________________
 DR6451* NAD 83(1986) POSITION- 39 38 54.71   (N) 074 17 47.38   (W)   HD_HELD1
 DR6451* NAVD 88 ORTHO HEIGHT -     6.931 (meters)       22.74  (feet) ADJUSTED
 DR6451  ______________________________________________________________________
 DR6451  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 DR6451  DYNAMIC HEIGHT  -          6.927 (meters)       22.73  (feet) COMP
 DR6451  MODELED GRAVITY -    980,158.2   (mgal)                       NAVD 88
 DR6451
 DR6451  VERT ORDER      -  FIRST     CLASS II
 DR6451
 DR6451.The horizontal coordinates were determined by differentially corrected
 DR6451.hand held GPS observations or other comparable positioning techniques
 DR6451.and have an estimated accuracy of +/- 3 meters.
 DR6451
 DR6451.The orthometric height was determined by differential leveling and
 DR6451.adjusted by the NATIONAL GEODETIC SURVEY
 DR6451.in February 2021.
 DR6451
 DR6451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6451.GEOID18 height accuracy estimate available here.
 DR6451
 DR6451.Click photographs - Photos may exist for this station.
 DR6451
 DR6451.The dynamic height is computed by dividing the NAVD 88
 DR6451.geopotential number by the normal gravity value computed on the
 DR6451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6451.degrees latitude (g = 980.6199 gals.).
 DR6451
 DR6451.The modeled gravity was interpolated from observed gravity values.
 DR6451
 DR6451;                    North         East    Units  Estimated Accuracy
 DR6451;SPC NJ       -    90,514.0     167,465.2     MT  (+/- 3 meters HH1 GPS) 
 DR6451
 DR6451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6035888985(NAD 83)
 DR6451
 DR6451                          SUPERSEDED SURVEY CONTROL
 DR6451
 DR6451.No superseded survey control is available for this station.
 DR6451
 DR6451_MARKER: DD = SURVEY DISK
 DR6451_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6451_SP_SET: CURB
 DR6451_STAMPING: 15 M 10 2019
 DR6451_MARK LOGO: NJGS
 DR6451_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6451+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2019
 DR6451
 DR6451  HISTORY     - Date     Condition        Report By
 DR6451  HISTORY     - 20190503 MONUMENTED       NJGS
 DR6451
 DR6451                          STATION DESCRIPTION
 DR6451
 DR6451'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6451'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST OF SHIP BOTTOM, 4.7 MI
 DR6451'(7.6 KM) NORTHEAST OF TUCKERTON AND 1.9 MI (3.1 KM) NORTH-NORTHEAST OF
 DR6451'WEST CREEK, IN EAGLESWOOD TOWNSHIP NJ.
 DR6451'
 DR6451'TO REACH THE STATION FROM THE NEW JERSEY STATE ROUTE 72 BRIDGE OVER
 DR6451'U.S. HIGHWAY 9, GO 3.7 MI (6.0 KM) SOUTHWEST ON U.S. HIGHWAY 9 TO THE
 DR6451'STATION ON THE RIGHT, SOUTH AND ON THE SAME SIDE OF THE HIGHWAY AS THE
 DR6451'NEW JERSEY STATE POLICE STATION TUCKERTON BARRACKS, SET IN A DRILL
 DR6451'HOLE IN THE CURB ON THE SOUTHBOUND SIDE OF U.S. HIGHWAY 9.
 DR6451'
 DR6451'IT IS 260 FT (79.2 M) SOUTHWEST OF THE CENTERLINE OF COX AVENUE, 20.5
 DR6451'FT (6.2 M) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 9, 16.4 FT (5.0
 DR6451'M) EAST-NORTHEAST OF POLE NUMBER P220 AND 50.8 FT (15.5 M)
 DR6451'SOUTH-SOUTHWEST OF OF THE CENTERLINE OF A SIGN (CHEER GYM) FOR
 DR6451'BUILDING NUMBER 395.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6506 ***********************************************************************
 DR6506  DESIGNATION -  15 M 11
 DR6506  PID         -  DR6506
 DR6506  STATE/COUNTY-  NJ/OCEAN
 DR6506  COUNTRY     -  US
 DR6506  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6506
 DR6506                         *CURRENT SURVEY CONTROL
 DR6506  ______________________________________________________________________
 DR6506* NAD 83(1986) POSITION- 39 39 54.79   (N) 074 12 37.55   (W)   HD_HELD1
 DR6506* NAVD 88 ORTHO HEIGHT -     4.910 (meters)       16.11  (feet) ADJUSTED
 DR6506  ______________________________________________________________________
 DR6506  GEOID HEIGHT    -        -33.451 (meters)                     GEOID18
 DR6506  DYNAMIC HEIGHT  -          4.908 (meters)       16.10  (feet) COMP
 DR6506  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 DR6506
 DR6506  VERT ORDER      -  FIRST     CLASS II
 DR6506
 DR6506.The horizontal coordinates were determined by differentially corrected
 DR6506.hand held GPS observations or other comparable positioning techniques
 DR6506.and have an estimated accuracy of +/- 3 meters.
 DR6506
 DR6506.The orthometric height was determined by differential leveling and
 DR6506.adjusted by the NATIONAL GEODETIC SURVEY
 DR6506.in February 2021.
 DR6506
 DR6506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6506.GEOID18 height accuracy estimate available here.
 DR6506
 DR6506.Click photographs - Photos may exist for this station.
 DR6506
 DR6506.The dynamic height is computed by dividing the NAVD 88
 DR6506.geopotential number by the normal gravity value computed on the
 DR6506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6506.degrees latitude (g = 980.6199 gals.).
 DR6506
 DR6506.The modeled gravity was interpolated from observed gravity values.
 DR6506
 DR6506;                    North         East    Units  Estimated Accuracy
 DR6506;SPC NJ       -    92,387.0     174,845.3     MT  (+/- 3 meters HH1 GPS) 
 DR6506
 DR6506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6772590898(NAD 83)
 DR6506
 DR6506                          SUPERSEDED SURVEY CONTROL
 DR6506
 DR6506.No superseded survey control is available for this station.
 DR6506
 DR6506_MARKER: DD = SURVEY DISK
 DR6506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6506_STAMPING: 15 M 11 2019
 DR6506_MARK LOGO: NJDT
 DR6506_PROJECTION: FLUSH
 DR6506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6506+STABILITY: SURFACE MOTION
 DR6506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6506+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6506
 DR6506  HISTORY     - Date     Condition        Report By
 DR6506  HISTORY     - 2019     MONUMENTED       NJDT
 DR6506  HISTORY     - 20200603 GOOD             NJGS
 DR6506
 DR6506                          STATION DESCRIPTION
 DR6506
 DR6506'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6506'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF BEACH
 DR6506'HAVEN, 5.6 MI (9.0 KM) EAST-NORTHEAST OF WEST CREEK AND 2.2 MI (3.5
 DR6506'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6506'
 DR6506'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6506'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6506'SHIP BOTTOM, GO 2.15 MI (3.46 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6506'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT.
 DR6506'
 DR6506'THE STATION IS 1.5 FT (0.5 M) NORTHEAST OF THE NORTH EDGE OF THE
 DR6506'SIDEWALK, 32.9 FT (10.0 M) SOUTH-SOUTHEAST OF THE CENTER OF AN INLET
 DR6506'AND 18.8 FT (5.7 M) NORTHEAST OF THE EDGE OF PAVEMENT OF WESTBOUND
 DR6506'LANES OF NEW JERSEY STATE HIGHWAY 72.
 DR6506'
 DR6506'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT WESTBOUND BASELINE
 DR6506'MONUMENT (STA 580+55.319 OFFSET L43.027).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6528 ***********************************************************************
 DR6528  DESIGNATION -  15 M 12
 DR6528  PID         -  DR6528
 DR6528  STATE/COUNTY-  NJ/OCEAN
 DR6528  COUNTRY     -  US
 DR6528  USGS QUAD   -  TUCKERTON (2019)
 DR6528
 DR6528                         *CURRENT SURVEY CONTROL
 DR6528  ______________________________________________________________________
 DR6528* NAD 83(1986) POSITION- 39 31 54.35   (N) 074 15 46.58   (W)   HD_HELD1
 DR6528* NAVD 88 ORTHO HEIGHT -     3.281 (meters)       10.76  (feet) ADJUSTED
 DR6528  ______________________________________________________________________
 DR6528  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 DR6528  DYNAMIC HEIGHT  -          3.279 (meters)       10.76  (feet) COMP
 DR6528  MODELED GRAVITY -    980,129.7   (mgal)                       NAVD 88
 DR6528
 DR6528  VERT ORDER      -  FIRST     CLASS II
 DR6528
 DR6528.The horizontal coordinates were determined by differentially corrected
 DR6528.hand held GPS observations or other comparable positioning techniques
 DR6528.and have an estimated accuracy of +/- 3 meters.
 DR6528
 DR6528.The orthometric height was determined by differential leveling and
 DR6528.adjusted by the NATIONAL GEODETIC SURVEY
 DR6528.in February 2021.
 DR6528
 DR6528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6528.GEOID18 height accuracy estimate available here.
 DR6528
 DR6528.Click photographs - Photos may exist for this station.
 DR6528
 DR6528.The dynamic height is computed by dividing the NAVD 88
 DR6528.geopotential number by the normal gravity value computed on the
 DR6528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6528.degrees latitude (g = 980.6199 gals.).
 DR6528
 DR6528.The modeled gravity was interpolated from observed gravity values.
 DR6528
 DR6528;                    North         East    Units  Estimated Accuracy
 DR6528;SPC NJ       -    77,558.1     170,379.1     MT  (+/- 3 meters HH1 GPS) 
 DR6528
 DR6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6334376049(NAD 83)
 DR6528
 DR6528                          SUPERSEDED SURVEY CONTROL
 DR6528
 DR6528.No superseded survey control is available for this station.
 DR6528
 DR6528_MARKER: DD = SURVEY DISK
 DR6528_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6528_SP_SET: CURB
 DR6528_STAMPING: 15 M 12 2020
 DR6528_MARK LOGO: USACE
 DR6528_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6528+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6528
 DR6528  HISTORY     - Date     Condition        Report By
 DR6528  HISTORY     - 20200422 MONUMENTED       USACE
 DR6528  HISTORY     - 20200825 GOOD             NJGS
 DR6528
 DR6528                          STATION DESCRIPTION
 DR6528
 DR6528'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6528'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF WEST
 DR6528'CREEK, 6.4 MI (10.3 KM) SOUTHEAST OF TUCKERTON AND 2.2 MI (3.5 KM)
 DR6528'SOUTH-SOUTHWEST OF BEACH HAVEN, IN THE TOWN OF HOLGATE, IN THE HOLGATE
 DR6528'RECREATION AREA PARKING LOT.
 DR6528'
 DR6528'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6528'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6528'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 9.3 MI (15.0 KM) TO THE
 DR6528'INTERSECTION WITH CLEVELAND AVENUE AND THE STATION, SET IN THE CURB
 DR6528'NEAR THE PEDESTRIAN ENTRANCE TO CLEVLAND AVENUE.
 DR6528'
 DR6528'THE STATION IS 33 FT (10.1 M) EAST-SOUTHEAST OF A NO PARKING SIGN ON
 DR6528'CLEVLAND AVENUE, 35 FT (10.7 M) NORTHWEST OF THE EXTENDED CENTERLINE
 DR6528'OF BAY AVENUE (LONG BEACH BOULEVARD), 81 FT (24.7 M) NORTHWEST OF A
 DR6528'GREEN ACRES SIGN AND 122 FT (37.2 M) SOUTHWEST OF POLE NUMBER T5695.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6779 ***********************************************************************
 KV6779  DESIGNATION -  15 M 2
 KV6779  PID         -  KV6779
 KV6779  STATE/COUNTY-  NJ/OCEAN
 KV6779  COUNTRY     -  US
 KV6779  USGS QUAD   -  POINT PLEASANT (2019)
 KV6779
 KV6779                         *CURRENT SURVEY CONTROL
 KV6779  ______________________________________________________________________
 KV6779* NAD 83(2011) POSITION- 40 02 29.80620(N) 074 04 51.06702(W)   ADJUSTED
 KV6779* NAD 83(2011) ELLIP HT-   -30.249 (meters)        (06/27/12)   ADJUSTED
 KV6779* NAD 83(2011) EPOCH   -  2010.00
 KV6779* NAVD 88 ORTHO HEIGHT -     2.8   (meters)        9.    (feet) GPS OBS
 KV6779  ______________________________________________________________________
 KV6779  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6779  GEOID HEIGHT    -        -33.300 (meters)                     GEOID93
 KV6779  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 KV6779  NAD 83(2011) X  -  1,341,153.530 (meters)                     COMP
 KV6779  NAD 83(2011) Y  - -4,702,191.200 (meters)                     COMP
 KV6779  NAD 83(2011) Z  -  4,081,504.528 (meters)                     COMP
 KV6779  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 KV6779
 KV6779  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6779  Standards:
 KV6779         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6779            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6779  -------------------------------------------------------------------
 KV6779  NETWORK    0.44   0.80           0.19   0.17   0.41      0.06968738
 KV6779  -------------------------------------------------------------------
 KV6779  Click here for local accuracies and other accuracy information.
 KV6779
 KV6779.The horizontal coordinates were established by GPS observations
 KV6779.and adjusted by the National Geodetic Survey in June 2012.
 KV6779
 KV6779.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6779.been affixed to the stable North American tectonic plate. See 
 KV6779.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6779
 KV6779.The horizontal coordinates are valid at the epoch date displayed above
 KV6779.which is a decimal equivalence of Year/Month/Day.
 KV6779
 KV6779.The orthometric height was determined by GPS observations and a
 KV6779.high-resolution geoid model.
 KV6779
 KV6779.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6779.GEOID18 height accuracy estimate available here.
 KV6779
 KV6779.Click photographs - Photos may exist for this station.
 KV6779
 KV6779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6779
 KV6779.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6779
 KV6779.The ellipsoidal height was determined by GPS observations
 KV6779.and is referenced to NAD 83.
 KV6779
 KV6779. The following values were computed from the NAD 83(2011) position.
 KV6779
 KV6779;                    North         East     Units Scale Factor Converg.
 KV6779;SPC NJ       -   134,218.597   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      - 4,432,780.498   578,411.142   MT  0.99967569   +0 35 28.9
 KV6779
 KV6779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6779!SPC NJ       -   1.00000475  x   0.99991574  =   0.99992049
 KV6779!UTM  18      -   1.00000475  x   0.99967569  =   0.99968043
 KV6779
 KV6779:                Primary Azimuth Mark                     Grid Az
 KV6779:SPC NJ       -  15 L 2                                   319 53 43.3
 KV6779:UTM  18      -  15 L 2                                   319 34 25.2
 KV6779
 KV6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7841132780(NAD 83)
 KV6779
 KV6779|---------------------------------------------------------------------|
 KV6779| PID    Reference Object                     Distance      Geod. Az  |
 KV6779|                                                           dddmmss.s |
 KV6779| KV6778 15 L 2                              444.742 METERS 3200954.1 |
 KV6779|---------------------------------------------------------------------|
 KV6779
 KV6779                          SUPERSEDED SURVEY CONTROL
 KV6779
 KV6779  NAD 83(2007)-  40 02 29.80659(N)    074 04 51.06746(W) AD(2002.00) 0
 KV6779  ELLIP H (02/10/07)  -30.240  (m)                       GP(2002.00)    
 KV6779  ELLIP H (10/23/02)  -30.229  (m)                       GP(       ) 4 1
 KV6779  NAD 83(1996)-  40 02 29.80627(N)    074 04 51.06703(W) AD(       ) 1
 KV6779  ELLIP H (05/14/99)  -30.249  (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
 KV6779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6779.See file dsdata.pdf to determine how the superseded data were derived.
 KV6779
 KV6779_STAMPING: 15 M 2 1991
 KV6779_MARK LOGO: USFWS
 KV6779_PROJECTION: FLUSH
 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  HISTORY     - 20201102 MARK NOT FOUND   NJGS
 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.
 KV6779
 KV6779                          STATION RECOVERY (2020)
 KV6779
 KV6779'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6779'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9358 ***********************************************************************
 AI9358  DESIGNATION -  15 M 3
 AI9358  PID         -  AI9358
 AI9358  STATE/COUNTY-  NJ/OCEAN
 AI9358  COUNTRY     -  US
 AI9358  USGS QUAD   -  TUCKERTON (2019)
 AI9358
 AI9358                         *CURRENT SURVEY CONTROL
 AI9358  ______________________________________________________________________
 AI9358* NAD 83(1986) POSITION- 39 32 53.32   (N) 074 19 56.42   (W)   HD_HELD1
 AI9358* NAVD 88 ORTHO HEIGHT -     2.157 (meters)        7.08  (feet) ADJUSTED
 AI9358  ______________________________________________________________________
 AI9358  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 AI9358  DYNAMIC HEIGHT  -          2.156 (meters)        7.07  (feet) COMP
 AI9358  MODELED GRAVITY -    980,140.5   (mgal)                       NAVD 88
 AI9358
 AI9358  VERT ORDER      -  FIRST     CLASS II
 AI9358
 AI9358.The horizontal coordinates were determined by differentially corrected
 AI9358.hand held GPS observations or other comparable positioning techniques
 AI9358.and have an estimated accuracy of +/- 3 meters.
 AI9358
 AI9358.The orthometric height was determined by differential leveling and
 AI9358.adjusted by the NATIONAL GEODETIC SURVEY
 AI9358.in March 2001.
 AI9358
 AI9358.No vertical observational check was made to the station.
 AI9358
 AI9358.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9358.GEOID18 height accuracy estimate available here.
 AI9358
 AI9358.Click photographs - Photos may exist for this station.
 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       -    79,363.2     164,409.7     MT  (+/- 3 meters HH1 GPS) 
 AI9358
 AI9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5736577820(NAD 83)
 AI9358
 AI9358                          SUPERSEDED SURVEY CONTROL
 AI9358
 AI9358.No superseded survey control is available for this station.
 AI9358
 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 = JULY 24, 2026 22:12:30 EDT
 DM5994 ***********************************************************************
 DM5994  DESIGNATION -  15 M 4
 DM5994  PID         -  DM5994
 DM5994  STATE/COUNTY-  NJ/OCEAN
 DM5994  COUNTRY     -  US
 DM5994  USGS QUAD   -  TOMS RIVER (2019)
 DM5994
 DM5994                         *CURRENT SURVEY CONTROL
 DM5994  ______________________________________________________________________
 DM5994* NAD 83(1986) POSITION- 39 57 02.28   (N) 074 08 21.33   (W)   HD_HELD1
 DM5994* NAVD 88 ORTHO HEIGHT -     4.490 (meters)       14.73  (feet) ADJUSTED
 DM5994  ______________________________________________________________________
 DM5994  GEOID HEIGHT    -        -33.062 (meters)                     GEOID18
 DM5994  DYNAMIC HEIGHT  -          4.488 (meters)       14.72  (feet) COMP
 DM5994  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 DM5994
 DM5994  VERT ORDER      -  FIRST     CLASS II
 DM5994
 DM5994.The horizontal coordinates were determined by differentially corrected
 DM5994.hand held GPS observations or other comparable positioning techniques
 DM5994.and have an estimated accuracy of +/- 3 meters.
 DM5994
 DM5994.The orthometric height was determined by differential leveling and
 DM5994.adjusted by the NATIONAL GEODETIC SURVEY
 DM5994.in May 2011.
 DM5994
 DM5994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5994.GEOID18 height accuracy estimate available here.
 DM5994
 DM5994.Click photographs - Photos may exist for this station.
 DM5994
 DM5994.The dynamic height is computed by dividing the NAVD 88
 DM5994.geopotential number by the normal gravity value computed on the
 DM5994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5994.degrees latitude (g = 980.6199 gals.).
 DM5994
 DM5994.The modeled gravity was interpolated from observed gravity values.
 DM5994
 DM5994;                    North         East    Units  Estimated Accuracy
 DM5994;SPC NJ       -   124,095.9     180,824.2     MT  (+/- 3 meters HH1 GPS) 
 DM5994
 DM5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7352622632(NAD 83)
 DM5994
 DM5994                          SUPERSEDED SURVEY CONTROL
 DM5994
 DM5994.No superseded survey control is available for this station.
 DM5994
 DM5994_MARKER: DD = SURVEY DISK
 DM5994_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5994_SP_SET: RECTANGULAR MANHOLE
 DM5994_STAMPING: 15 M 4 2007
 DM5994_MARK LOGO: NJGS
 DM5994_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5994+STABILITY: SURFACE MOTION
 DM5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5994+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2019
 DM5994
 DM5994  HISTORY     - Date     Condition        Report By
 DM5994  HISTORY     - 20070528 MONUMENTED       NJGS
 DM5994  HISTORY     - 20191212 GOOD             NJGS
 DM5994
 DM5994                          STATION DESCRIPTION
 DM5994
 DM5994'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM5994'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, SET IN A DRILL
 DM5994'HOLE IN THE BASE OF AN ELECTRICAL BOX IN THE GRASSY AREA ON THE
 DM5994'SOUTHSIDE OF THE EASTBOUND LANES OF NJ HIGHWAY 37 AT THE JUGHANDLE
 DM5994'TURN LEADING TO COOLIDGE AVENUE.
 DM5994'
 DM5994'THE STATION IS 3.4 M (11.2 FT) SOUTH OF THE SOUTH CURBLINE OF
 DM5994'EASTBOUND LANES OF ROUTE 37, 18.0 M (59.1 FT) WEST OF POLE NUMBER JC
 DM5994'130 BY, 24.6 M (80.7 FT) EAST OF THE CENTERLINE OF COOLIDGE AVENUE,
 DM5994'6.2 M (20.3 FT) NORTH OF ELECTRICAL BOX NUMBER 1508112.
 DM5994
 DM5994                          STATION RECOVERY (2019)
 DM5994
 DM5994'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DM5994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7968 ***********************************************************************
 DP7968  DESIGNATION -  15 M 6
 DP7968  PID         -  DP7968
 DP7968  STATE/COUNTY-  NJ/OCEAN
 DP7968  COUNTRY     -  US
 DP7968  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7968
 DP7968                         *CURRENT SURVEY CONTROL
 DP7968  ______________________________________________________________________
 DP7968* NAD 83(1986) POSITION- 39 50 34.29   (N) 074 05 20.67   (W)   HD_HELD1
 DP7968* NAVD 88 ORTHO HEIGHT -     1.386 (meters)        4.55  (feet) ADJUSTED
 DP7968  ______________________________________________________________________
 DP7968  GEOID HEIGHT    -        -33.178 (meters)                     GEOID18
 DP7968  DYNAMIC HEIGHT  -          1.385 (meters)        4.54  (feet) COMP
 DP7968  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 DP7968
 DP7968  VERT ORDER      -  FIRST     CLASS II
 DP7968
 DP7968.The horizontal coordinates were determined by differentially corrected
 DP7968.hand held GPS observations or other comparable positioning techniques
 DP7968.and have an estimated accuracy of +/- 3 meters.
 DP7968
 DP7968.The orthometric height was determined by differential leveling and
 DP7968.adjusted by the NATIONAL GEODETIC SURVEY
 DP7968.in September 2015.
 DP7968
 DP7968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7968.GEOID18 height accuracy estimate available here.
 DP7968
 DP7968.Click photographs - Photos may exist for this station.
 DP7968
 DP7968.The dynamic height is computed by dividing the NAVD 88
 DP7968.geopotential number by the normal gravity value computed on the
 DP7968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7968.degrees latitude (g = 980.6199 gals.).
 DP7968
 DP7968.The modeled gravity was interpolated from observed gravity values.
 DP7968
 DP7968;                    North         East    Units  Estimated Accuracy
 DP7968;SPC NJ       -   112,149.0     185,167.3     MT  (+/- 3 meters HH1 GPS) 
 DP7968
 DP7968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7793410713(NAD 83)
 DP7968
 DP7968                          SUPERSEDED SURVEY CONTROL
 DP7968
 DP7968.No superseded survey control is available for this station.
 DP7968
 DP7968_MARKER: DD = SURVEY DISK
 DP7968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7968_STAMPING: 15 M 6 2012
 DP7968_MARK LOGO: NJGS
 DP7968_PROJECTION: FLUSH
 DP7968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7968+STABILITY: SURFACE MOTION
 DP7968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7968+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2021
 DP7968
 DP7968  HISTORY     - Date     Condition        Report By
 DP7968  HISTORY     - 20120410 MONUMENTED       NJGS
 DP7968  HISTORY     - 20211229 GOOD             NJGS
 DP7968
 DP7968                          STATION DESCRIPTION
 DP7968
 DP7968'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7968'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF BARNEGAT LIGHT,
 DP7968'5.8 MI (9.3 KM) SOUTH OF SEASIDE PARK AND 5.4 MI (8.7 KM) EAST OF
 DP7968'FORKED RIVER.
 DP7968'
 DP7968'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7968'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7968'
 DP7968'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7968'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7968'ROAD FOR 4.40 MI (7.1 KM) TO A PAVED PARKING LOT FOR BEACH ACCESS PATH
 DP7968'NO. 3 AND THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND AT THE
 DP7968'EAST EDGE OF THE PAVED PARKING LOT.
 DP7968'
 DP7968'THE STATION IS 56.8 FT (17.3 M) EAST FROM THE CENTERLINE OF SHORE
 DP7968'ROAD, 7.6 FT (2.3 M) EAST FROM THE EAST CURB OF THE PARKING LOT, 27.4
 DP7968'FT (8.4 M) SOUTHWEST FROM A WOODEN POST FOR A SIGN, ISLAND BEACH STATE
 DP7968'PARK BEACH ACCESS PATH NO. 3, 6.8 FT (2.1 M) SOUTH FROM THE CENTERLINE
 DP7968'OF THE SAND PATH LEADING EAST TO THE BEACH, 1.8 FT (0.5 M) SOUTHEAST
 DP7968'FROM A 4 FT (1.2 M) HIGH WOODEN POST AT A CORNER OF A WOODEN POST AND
 DP7968'RAIL FENCE AND 1.4 FT (0.4 M) WEST FROM A METAL WITNESS POST WITH SIGN
 DP7968'ATTACHED.
 DP7968
 DP7968                          STATION RECOVERY (2021)
 DP7968
 DP7968'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DP7968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3988 ***********************************************************************
 DQ3988  DESIGNATION -  15 M 7
 DQ3988  PID         -  DQ3988
 DQ3988  STATE/COUNTY-  NJ/OCEAN
 DQ3988  COUNTRY     -  US
 DQ3988  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3988
 DQ3988                         *CURRENT SURVEY CONTROL
 DQ3988  ______________________________________________________________________
 DQ3988* NAD 83(1986) POSITION- 39 59 57.47   (N) 074 03 41.50   (W)   HD_HELD1
 DQ3988* NAVD 88 ORTHO HEIGHT -     1.779 (meters)        5.84  (feet) ADJUSTED
 DQ3988  ______________________________________________________________________
 DQ3988  GEOID HEIGHT    -        -33.071 (meters)                     GEOID18
 DQ3988  DYNAMIC HEIGHT  -          1.778 (meters)        5.83  (feet) COMP
 DQ3988  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 DQ3988
 DQ3988  VERT ORDER      -  FIRST     CLASS II
 DQ3988
 DQ3988.The horizontal coordinates were determined by differentially corrected
 DQ3988.hand held GPS observations or other comparable positioning techniques
 DQ3988.and have an estimated accuracy of +/- 3 meters.
 DQ3988
 DQ3988.The orthometric height was determined by differential leveling and
 DQ3988.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3988.in March 2017.
 DQ3988
 DQ3988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3988.GEOID18 height accuracy estimate available here.
 DQ3988
 DQ3988.Click photographs - Photos may exist for this station.
 DQ3988
 DQ3988.The dynamic height is computed by dividing the NAVD 88
 DQ3988.geopotential number by the normal gravity value computed on the
 DQ3988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3988.degrees latitude (g = 980.6199 gals.).
 DQ3988
 DQ3988.The modeled gravity was interpolated from observed gravity values.
 DQ3988
 DQ3988;                    North         East    Units  Estimated Accuracy
 DQ3988;SPC NJ       -   129,528.5     187,439.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3988
 DQ3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK8010928100(NAD 83)
 DQ3988
 DQ3988                          SUPERSEDED SURVEY CONTROL
 DQ3988
 DQ3988.No superseded survey control is available for this station.
 DQ3988
 DQ3988_MARKER: DD = SURVEY DISK
 DQ3988_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ3988_SP_SET: ELECTRICAL JUNCTION BOX
 DQ3988_STAMPING: 15 M 7 2015
 DQ3988_MARK LOGO: NJGS
 DQ3988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3988+STABILITY: SURFACE MOTION
 DQ3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3988+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2022
 DQ3988
 DQ3988  HISTORY     - Date     Condition        Report By
 DQ3988  HISTORY     - 20151119 MONUMENTED       NJGS
 DQ3988  HISTORY     - 20221227 GOOD             NJGS
 DQ3988
 DQ3988                          STATION DESCRIPTION
 DQ3988
 DQ3988'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3988'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF POINT PLEASANT
 DQ3988'BEACH, 5.8 MI (9.3 KM) SOUTH OF POINT PLEASANT AND 5.1 MI (8.2 KM)
 DQ3988'NORTH OF SEASIDE PARK, IN TOMS RIVER TOWNSHIP.
 DQ3988'
 DQ3988'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 DQ3988'ELECTRICAL JUNCTION BOX, ON THE NORTHEAST CORNER OF THE JUNCTION OF
 DQ3988'NEW JERSEY STATE ROUTE 35 AND SECOND AVENUE.
 DQ3988'
 DQ3988'THE STATION IS 17 FT (5.2 M) SOUTHEAST OF POLE NUMBER 216936A42476, 36
 DQ3988'FT (11.0 M) EAST OF THE CENTERLINE OF NORTHBOUND NEW JERSEY STATE
 DQ3988'ROUTE 35, 19 FT (5.8 M) NORTH OF THE CENTERLINE OF SECOND AVENUE, 19
 DQ3988'FT (5.8 M) WEST OF POLE NUMBER JC5004DV, 6 FT (1.8 M) EAST OF THE
 DQ3988'TRAFFIC SIGNAL MAST.
 DQ3988
 DQ3988                          STATION RECOVERY (2022)
 DQ3988
 DQ3988'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DQ3988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4000 ***********************************************************************
 DQ4000  DESIGNATION -  15 M 8
 DQ4000  PID         -  DQ4000
 DQ4000  STATE/COUNTY-  NJ/OCEAN
 DQ4000  COUNTRY     -  US
 DQ4000  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4000
 DQ4000                         *CURRENT SURVEY CONTROL
 DQ4000  ______________________________________________________________________
 DQ4000* NAD 83(1986) POSITION- 39 57 00.74   (N) 074 04 28.20   (W)   HD_HELD1
 DQ4000* NAVD 88 ORTHO HEIGHT -     1.073 (meters)        3.52  (feet) ADJUSTED
 DQ4000  ______________________________________________________________________
 DQ4000  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 DQ4000  DYNAMIC HEIGHT  -          1.073 (meters)        3.52  (feet) COMP
 DQ4000  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DQ4000
 DQ4000  VERT ORDER      -  FIRST     CLASS II
 DQ4000
 DQ4000.The horizontal coordinates were determined by differentially corrected
 DQ4000.hand held GPS observations or other comparable positioning techniques
 DQ4000.and have an estimated accuracy of +/- 3 meters.
 DQ4000
 DQ4000.The orthometric height was determined by differential leveling and
 DQ4000.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4000.in March 2017.
 DQ4000
 DQ4000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4000.GEOID18 height accuracy estimate available here.
 DQ4000
 DQ4000.Click photographs - Photos may exist for this station.
 DQ4000
 DQ4000.The dynamic height is computed by dividing the NAVD 88
 DQ4000.geopotential number by the normal gravity value computed on the
 DQ4000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4000.degrees latitude (g = 980.6199 gals.).
 DQ4000
 DQ4000.The modeled gravity was interpolated from observed gravity values.
 DQ4000
 DQ4000;                    North         East    Units  Estimated Accuracy
 DQ4000;SPC NJ       -   124,072.8     186,357.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4000
 DQ4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7905822640(NAD 83)
 DQ4000
 DQ4000                          SUPERSEDED SURVEY CONTROL
 DQ4000
 DQ4000.No superseded survey control is available for this station.
 DQ4000
 DQ4000_MARKER: DD = SURVEY DISK
 DQ4000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4000_STAMPING: 15 M 8 2015
 DQ4000_MARK LOGO: NJDT
 DQ4000_PROJECTION: FLUSH
 DQ4000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4000+STABILITY: SURFACE MOTION
 DQ4000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4000+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ4000
 DQ4000  HISTORY     - Date     Condition        Report By
 DQ4000  HISTORY     - UNK      MONUMENTED       NJDT
 DQ4000  HISTORY     - 20151124 GOOD             NJGS
 DQ4000
 DQ4000                          STATION DESCRIPTION
 DQ4000
 DQ4000'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4000'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH OF POINT PLEASANT,
 DQ4000'6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 1.6 MI (2.6 KM) NORTH OF
 DQ4000'SEASIDE PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER TOWNSHIP.
 DQ4000'
 DQ4000'THE STATION IS BETWEEN THE SOUTHBOUND LANES OF NEW JERSEY STATE ROUTE
 DQ4000'35 AND A PARKING LOT ON THE SOUTH SIDE OF A SHOPPING CENTER.  THE
 DQ4000'STATION IS 88.7 FT (27.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DQ4000'MCDONALDS RESTAURANT.
 DQ4000'
 DQ4000'THE STATION IS ABOUT 420 FT (128.0 M) NORTHEAST OF AN ENTRANCE
 DQ4000'DRIVEWAY FOR THE SHOPPING CENTER, 2.5 FT (0.8 M) NORTH OF THE NORTH
 DQ4000'CURB OF SOUTHBOUND NEW JERSEY STATE ROUTE 35, 23.5 FT (7.2 M) WEST OF
 DQ4000'POLE NUMBER JC5275DV, 21 FT (6.4 M) SOUTHEAST OF THE SOUTHEAST CURB OF
 DQ4000'THE MCDONALDS PARKING LOT, 71 FT (21.6 M) SOUTHWEST OF A FIRE HYDRANT,
 DQ4000'25 FT (7.6 M) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 DQ4000'NEW JERSEY STATE ROUTE 35.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6466 ***********************************************************************
 DR6466  DESIGNATION -  15 M 9
 DR6466  PID         -  DR6466
 DR6466  STATE/COUNTY-  NJ/OCEAN
 DR6466  COUNTRY     -  US
 DR6466  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6466
 DR6466                         *CURRENT SURVEY CONTROL
 DR6466  ______________________________________________________________________
 DR6466* NAD 83(1986) POSITION- 39 40 07.43   (N) 074 12 59.95   (W)   HD_HELD1
 DR6466* NAVD 88 ORTHO HEIGHT -     1.609 (meters)        5.28  (feet) ADJUSTED
 DR6466  ______________________________________________________________________
 DR6466  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 DR6466  DYNAMIC HEIGHT  -          1.609 (meters)        5.28  (feet) COMP
 DR6466  MODELED GRAVITY -    980,156.5   (mgal)                       NAVD 88
 DR6466
 DR6466  VERT ORDER      -  FIRST     CLASS II
 DR6466
 DR6466.The horizontal coordinates were determined by differentially corrected
 DR6466.hand held GPS observations or other comparable positioning techniques
 DR6466.and have an estimated accuracy of +/- 3 meters.
 DR6466
 DR6466.The orthometric height was determined by differential leveling and
 DR6466.adjusted by the NATIONAL GEODETIC SURVEY
 DR6466.in February 2021.
 DR6466
 DR6466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6466.GEOID18 height accuracy estimate available here.
 DR6466
 DR6466.Click photographs - Photos may exist for this station.
 DR6466
 DR6466.The dynamic height is computed by dividing the NAVD 88
 DR6466.geopotential number by the normal gravity value computed on the
 DR6466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6466.degrees latitude (g = 980.6199 gals.).
 DR6466
 DR6466.The modeled gravity was interpolated from observed gravity values.
 DR6466
 DR6466;                    North         East    Units  Estimated Accuracy
 DR6466;SPC NJ       -    92,775.1     174,310.2     MT  (+/- 3 meters HH1 GPS) 
 DR6466
 DR6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6718891283(NAD 83)
 DR6466
 DR6466                          SUPERSEDED SURVEY CONTROL
 DR6466
 DR6466.No superseded survey control is available for this station.
 DR6466
 DR6466_MARKER: DD = SURVEY DISK
 DR6466_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6466_SP_SET: CURB
 DR6466_STAMPING: 15 M 9 2019
 DR6466_MARK LOGO: NJGS
 DR6466_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6466+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 DR6466
 DR6466  HISTORY     - Date     Condition        Report By
 DR6466  HISTORY     - 20190315 MONUMENTED       NJGS
 DR6466  HISTORY     - 20210914 GOOD             NJGS
 DR6466
 DR6466                          STATION DESCRIPTION
 DR6466
 DR6466'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6466'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF BEACH HAVEN, 5.4
 DR6466'MI (8.7 KM) EAST-NORTHEAST OF WEST CREEK AND 2.6 MI (4.2 KM) NORTHWEST
 DR6466'OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6466'
 DR6466'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (U.S. HIGHWAY 9)
 DR6466'AND EAST BAY AVENUE (COUNTY ROUTE 50) IN MANAHAWKIN, GO 3.0 MI (4.8
 DR6466'KM) EAST-SOUTHEAST ON EAST BAY AVENUE TO THE JUNCTION OF EAST BAY
 DR6466'AVENUE LEADING TO NEW JERSEY STATE ROUTE 72, SET IN A DRILL HOLE IN
 DR6466'THE CURB.
 DR6466'
 DR6466'THE STATION IS 22 FT (6.7 M) SOUTHWEST OF THE CENTERLINE OF EAST BAY
 DR6466'AVENUE, 60 FT (18.3 M) SOUTHEAST OF THE CENTERLINE OF THE TRIANGULAR
 DR6466'TRAFFIC ISLAND AT THE INTERSECTION, 15 FT (4.6 M) EAST OF POLE NUMBER
 DR6466'P6907/86073/46033, 9 FT (2.7 M) NORTHWEST OF A DEAD END SIGN AND 28.5
 DR6466'FT (8.7 M) SOUTHEAST OF AN INLET.
 DR6466
 DR6466                          STATION RECOVERY (2021)
 DR6466
 DR6466'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DR6466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6301 ***********************************************************************
 KV6301  DESIGNATION -  15 N 1
 KV6301  PID         -  KV6301
 KV6301  STATE/COUNTY-  NJ/OCEAN
 KV6301  COUNTRY     -  US
 KV6301  USGS QUAD   -  ADELPHIA (2019)
 KV6301
 KV6301                         *CURRENT SURVEY CONTROL
 KV6301  ______________________________________________________________________
 KV6301* NAD 83(1986) POSITION- 40 09 20.     (N) 074 17 51.     (W)   SCALED
 KV6301* NAVD 88 ORTHO HEIGHT -    46.349 (meters)      152.06  (feet) ADJUSTED
 KV6301  ______________________________________________________________________
 KV6301  GEOID HEIGHT    -        -32.480 (meters)                     GEOID18
 KV6301  DYNAMIC HEIGHT  -         46.329 (meters)      152.00  (feet) COMP
 KV6301  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 KV6301
 KV6301  VERT ORDER      -  FIRST     CLASS II
 KV6301
 KV6301.The horizontal coordinates were scaled from a map and have
 KV6301.an estimated accuracy of +/- 6 seconds.
 KV6301
 KV6301.The orthometric height was determined by differential leveling and
 KV6301.adjusted by the NATIONAL GEODETIC SURVEY
 KV6301.in June 1991.
 KV6301
 KV6301.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6301.GEOID18 height accuracy estimate available here.
 KV6301
 KV6301.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598452(NAD 83)
 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
 KV6301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6301.See file dsdata.pdf to determine how the superseded data were derived.
 KV6301
 KV6301_MARKER: DD = SURVEY DISK
 KV6301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DR6455 ***********************************************************************
 DR6455  DESIGNATION -  15 N 10
 DR6455  PID         -  DR6455
 DR6455  STATE/COUNTY-  NJ/OCEAN
 DR6455  COUNTRY     -  US
 DR6455  USGS QUAD   -  WEST CREEK (2019)
 DR6455
 DR6455                         *CURRENT SURVEY CONTROL
 DR6455  ______________________________________________________________________
 DR6455* NAD 83(1986) POSITION- 39 41 01.19   (N) 074 16 05.51   (W)   HD_HELD1
 DR6455* NAVD 88 ORTHO HEIGHT -     7.136 (meters)       23.41  (feet) ADJUSTED
 DR6455  ______________________________________________________________________
 DR6455  GEOID HEIGHT    -        -33.277 (meters)                     GEOID18
 DR6455  DYNAMIC HEIGHT  -          7.133 (meters)       23.40  (feet) COMP
 DR6455  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 DR6455
 DR6455  VERT ORDER      -  FIRST     CLASS II
 DR6455
 DR6455.The horizontal coordinates were determined by differentially corrected
 DR6455.hand held GPS observations or other comparable positioning techniques
 DR6455.and have an estimated accuracy of +/- 3 meters.
 DR6455
 DR6455.The orthometric height was determined by differential leveling and
 DR6455.adjusted by the NATIONAL GEODETIC SURVEY
 DR6455.in February 2021.
 DR6455
 DR6455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6455.GEOID18 height accuracy estimate available here.
 DR6455
 DR6455.Click photographs - Photos may exist for this station.
 DR6455
 DR6455.The dynamic height is computed by dividing the NAVD 88
 DR6455.geopotential number by the normal gravity value computed on the
 DR6455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6455.degrees latitude (g = 980.6199 gals.).
 DR6455
 DR6455.The modeled gravity was interpolated from observed gravity values.
 DR6455
 DR6455;                    North         East    Units  Estimated Accuracy
 DR6455;SPC NJ       -    94,420.3     169,883.6     MT  (+/- 3 meters HH1 GPS) 
 DR6455
 DR6455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6275492903(NAD 83)
 DR6455
 DR6455                          SUPERSEDED SURVEY CONTROL
 DR6455
 DR6455.No superseded survey control is available for this station.
 DR6455
 DR6455_MARKER: DD = SURVEY DISK
 DR6455_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6455_SP_SET: CURB
 DR6455_STAMPING: 15 N 10 2019
 DR6455_MARK LOGO: NJGS
 DR6455_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6455+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2019
 DR6455
 DR6455  HISTORY     - Date     Condition        Report By
 DR6455  HISTORY     - 20190503 MONUMENTED       NJGS
 DR6455  HISTORY     - 20250909 GOOD             AAAS
 DR6455
 DR6455                          STATION DESCRIPTION
 DR6455
 DR6455'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6455'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 DR6455'BROOKVILLE, 5.5 MI (8.8 KM) NORTHWEST OF SHIP BOTTOM AND 4.3 MI (6.9
 DR6455'KM) NORTH-NORTHEAST OF WEST CREEK, IN STAFFORD TOWNSHIP.
 DR6455'
 DR6455'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND NEW
 DR6455'JERSEY STATE ROUTE 72, GO 0.85 MI (1.37 KM) SOUTHWEST ON U.S. HIGHWAY
 DR6455'9 TO THE STATION ON THE RIGHT AT THE T-JUNCTION OF U.S. HIGHWAY 9 AND
 DR6455'CEDAR RUN DOCK ROAD, SET IN A DRILL HOLE IN THE CURB ON THE WEST SIDE
 DR6455'OF U.S. HIGHWAY 9.
 DR6455'
 DR6455'IT IS 135.7 FT (41.4 M) SOUTHWEST OF THE EXTENDED CENTERLINE OF CEDAR
 DR6455'DOCK RUN ROAD, 20.3 FT (6.2 M) NORTHEAST OF THE CENTERLINE OF U.S.
 DR6455'HIGHWAY 9, 22 FT (6.7 M) SOUTHWEST OF POLE NUMBER BT141235, 12.7 FT
 DR6455'(3.9 M) SOUTHWEST OF AN INLET CURB, 99.7 FT (30.4 M) NORTHEAST OF POLE
 DR6455'NUMBER P16265 AND 85.4 FT (26.0 M) SOUTH-SOUTHEAST OF THE SOUTHEAST
 DR6455'CORNER OF HOUSE NUMBER 494.
 DR6455
 DR6455                          STATION RECOVERY (2025)
 DR6455
 DR6455'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DR6455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6507 ***********************************************************************
 DR6507  DESIGNATION -  15 N 11
 DR6507  PID         -  DR6507
 DR6507  STATE/COUNTY-  NJ/OCEAN
 DR6507  COUNTRY     -  US
 DR6507  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6507
 DR6507                         *CURRENT SURVEY CONTROL
 DR6507  ______________________________________________________________________
 DR6507* NAD 83(1986) POSITION- 39 39 52.01   (N) 074 12 31.70   (W)   HD_HELD1
 DR6507* NAVD 88 ORTHO HEIGHT -     7.607 (meters)       24.96  (feet) ADJUSTED
 DR6507  ______________________________________________________________________
 DR6507  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 DR6507  DYNAMIC HEIGHT  -          7.603 (meters)       24.94  (feet) COMP
 DR6507  MODELED GRAVITY -    980,155.4   (mgal)                       NAVD 88
 DR6507
 DR6507  VERT ORDER      -  FIRST     CLASS II
 DR6507
 DR6507.The horizontal coordinates were determined by differentially corrected
 DR6507.hand held GPS observations or other comparable positioning techniques
 DR6507.and have an estimated accuracy of +/- 3 meters.
 DR6507
 DR6507.The orthometric height was determined by differential leveling and
 DR6507.adjusted by the NATIONAL GEODETIC SURVEY
 DR6507.in February 2021.
 DR6507
 DR6507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6507.GEOID18 height accuracy estimate available here.
 DR6507
 DR6507.Click photographs - Photos may exist for this station.
 DR6507
 DR6507.The dynamic height is computed by dividing the NAVD 88
 DR6507.geopotential number by the normal gravity value computed on the
 DR6507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6507.degrees latitude (g = 980.6199 gals.).
 DR6507
 DR6507.The modeled gravity was interpolated from observed gravity values.
 DR6507
 DR6507;                    North         East    Units  Estimated Accuracy
 DR6507;SPC NJ       -    92,301.8     174,985.0     MT  (+/- 3 meters HH1 GPS) 
 DR6507
 DR6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6786590814(NAD 83)
 DR6507
 DR6507                          SUPERSEDED SURVEY CONTROL
 DR6507
 DR6507.No superseded survey control is available for this station.
 DR6507
 DR6507_MARKER: DD = SURVEY DISK
 DR6507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6507_STAMPING: 15 N 11 2019
 DR6507_MARK LOGO: NJDT
 DR6507_PROJECTION: FLUSH
 DR6507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6507+STABILITY: SURFACE MOTION
 DR6507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6507+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6507
 DR6507  HISTORY     - Date     Condition        Report By
 DR6507  HISTORY     - 2019     MONUMENTED       NJDT
 DR6507  HISTORY     - 20200603 GOOD             NJGS
 DR6507
 DR6507                          STATION DESCRIPTION
 DR6507
 DR6507'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6507'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF BEACH
 DR6507'HAVEN, 5.7 MI (9.2 KM) EAST-NORTHEAST OF WEST CREEK AND 2.1 MI (3.4
 DR6507'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6507'
 DR6507'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6507'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6507'SHIP BOTTOM, GO 2.05 MI (3.30 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6507'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT, LOCATED NORTH OF
 DR6507'THE NORTH CORNER OF THE WESTBOUND LANES OF NEW JERSEY STATE HIGHWAY 72
 DR6507'BRIDGE ABUTMENT.
 DR6507'
 DR6507'IT IS 2 FT (0.6 M) NORTH OF THE CORNER OF THE ABUTMENT, 7.9 FT (2.4 M)
 DR6507'FROM THE EDGE OF THE ABUTMENT AND 30.3 FT (9.2 M) FROM A LIGHT POLE.
 DR6507'
 DR6507'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT WESTBOUND BASELINE
 DR6507'MONUMENT (STA 585+94.270 OFFSET L36.093).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6530 ***********************************************************************
 DR6530  DESIGNATION -  15 N 12
 DR6530  PID         -  DR6530
 DR6530  STATE/COUNTY-  NJ/OCEAN
 DR6530  COUNTRY     -  US
 DR6530  USGS QUAD   -  TUCKERTON (2019)
 DR6530
 DR6530                         *CURRENT SURVEY CONTROL
 DR6530  ______________________________________________________________________
 DR6530* NAD 83(1986) POSITION- 39 32 52.02   (N) 074 15 04.49   (W)   HD_HELD1
 DR6530* NAVD 88 ORTHO HEIGHT -     2.130 (meters)        6.99  (feet) ADJUSTED
 DR6530  ______________________________________________________________________
 DR6530  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 DR6530  DYNAMIC HEIGHT  -          2.129 (meters)        6.98  (feet) COMP
 DR6530  MODELED GRAVITY -    980,132.9   (mgal)                       NAVD 88
 DR6530
 DR6530  VERT ORDER      -  FIRST     CLASS II
 DR6530
 DR6530.The horizontal coordinates were determined by differentially corrected
 DR6530.hand held GPS observations or other comparable positioning techniques
 DR6530.and have an estimated accuracy of +/- 3 meters.
 DR6530
 DR6530.The orthometric height was determined by differential leveling and
 DR6530.adjusted by the NATIONAL GEODETIC SURVEY
 DR6530.in February 2021.
 DR6530
 DR6530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6530.GEOID18 height accuracy estimate available here.
 DR6530
 DR6530.Click photographs - Photos may exist for this station.
 DR6530
 DR6530.The dynamic height is computed by dividing the NAVD 88
 DR6530.geopotential number by the normal gravity value computed on the
 DR6530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6530.degrees latitude (g = 980.6199 gals.).
 DR6530
 DR6530.The modeled gravity was interpolated from observed gravity values.
 DR6530
 DR6530;                    North         East    Units  Estimated Accuracy
 DR6530;SPC NJ       -    79,339.2     171,379.3     MT  (+/- 3 meters HH1 GPS) 
 DR6530
 DR6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6433377835(NAD 83)
 DR6530
 DR6530                          SUPERSEDED SURVEY CONTROL
 DR6530
 DR6530.No superseded survey control is available for this station.
 DR6530
 DR6530_MARKER: DD = SURVEY DISK
 DR6530_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR6530+WITH SETTING: PAVEMENT
 DR6530_SP_SET: SEWAGE ACCESS CHAMBER
 DR6530_STAMPING: 15 N 12 2020
 DR6530_MARK LOGO: NJGS
 DR6530_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6530+STABILITY: SURFACE MOTION
 DR6530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6530+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2020
 DR6530
 DR6530  HISTORY     - Date     Condition        Report By
 DR6530  HISTORY     - 20200923 MONUMENTED       NJGS
 DR6530
 DR6530                          STATION DESCRIPTION
 DR6530
 DR6530'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6530'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF WEST
 DR6530'CREEK, 6.1 MI (9.8 KM) SOUTHEAST OF TUCKERTON, IN BEACH HAVEN, AT THE
 DR6530'HOLGATE BORDER.
 DR6530'
 DR6530'TO REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 DR6530'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 DR6530'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 8.1 MI (13.0 KM) TO THE
 DR6530'STATION ON THE RIGHT, SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 DR6530'8 FT (2.4 M) BY 7 FT (2.1 M) CONCRETE ACCESS CHAMBER IN FRONT OF THE
 DR6530'SEWAGE PUMPING STATION (2426).
 DR6530'
 DR6530'IT IS 49 FT (14.9 M) WEST OF THE CENTERLINE OF LONG BEACH BOULEVARD,
 DR6530'135 FT (41.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF NELSON AVENUE, 4
 DR6530'FT (1.2 M) NORTH OF A FIRE HYDRANT, 56 FT (17.1 M) SOUTHWEST OF POLE
 DR6530'NUMBER P11185 AND 12 FT (3.7 M) EAST OF THE EAST FACE OF A PVC FENCE
 DR6530'ON THE EAST SIDE OF THE PUMP STATION COMPLEX.
 DR6530'
 DR6530'NOTE-STATION IS ABOUT 1 FT (0.3 M) ABOVE THE STONE AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6780 ***********************************************************************
 KV6780  DESIGNATION -  15 N 2
 KV6780  PID         -  KV6780
 KV6780  STATE/COUNTY-  NJ/OCEAN
 KV6780  COUNTRY     -  US
 KV6780  USGS QUAD   -  POINT PLEASANT (2019)
 KV6780
 KV6780                         *CURRENT SURVEY CONTROL
 KV6780  ______________________________________________________________________
 KV6780* NAD 83(2011) POSITION- 40 01 39.17598(N) 074 05 27.44898(W)   ADJUSTED
 KV6780* NAD 83(2011) ELLIP HT-   -31.971 (meters)        (06/27/12)   ADJUSTED
 KV6780* NAD 83(2011) EPOCH   -  2010.00
 KV6780* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) GPS OBS
 KV6780  ______________________________________________________________________
 KV6780  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6780  GEOID HEIGHT    -        -33.300 (meters)                     GEOID93
 KV6780  GEOID HEIGHT    -        -33.043 (meters)                     GEOID18
 KV6780  NAD 83(2011) X  -  1,340,599.095 (meters)                     COMP
 KV6780  NAD 83(2011) Y  - -4,703,392.434 (meters)                     COMP
 KV6780  NAD 83(2011) Z  -  4,080,307.781 (meters)                     COMP
 KV6780  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 KV6780
 KV6780  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6780  Standards:
 KV6780         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6780            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6780  -------------------------------------------------------------------
 KV6780  NETWORK    0.67   0.84           0.25   0.29   0.43      0.24540783
 KV6780  -------------------------------------------------------------------
 KV6780  Click here for local accuracies and other accuracy information.
 KV6780
 KV6780.The horizontal coordinates were established by GPS observations
 KV6780.and adjusted by the National Geodetic Survey in June 2012.
 KV6780
 KV6780.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6780.been affixed to the stable North American tectonic plate. See 
 KV6780.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6780
 KV6780.The horizontal coordinates are valid at the epoch date displayed above
 KV6780.which is a decimal equivalence of Year/Month/Day.
 KV6780
 KV6780.The orthometric height was determined by GPS observations and a
 KV6780.high-resolution geoid model.
 KV6780
 KV6780.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6780.GEOID18 height accuracy estimate available here.
 KV6780
 KV6780.Click photographs - Photos may exist for this station.
 KV6780
 KV6780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6780
 KV6780.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6780
 KV6780.The ellipsoidal height was determined by GPS observations
 KV6780.and is referenced to NAD 83.
 KV6780
 KV6780. The following values were computed from the NAD 83(2011) position.
 KV6780
 KV6780;                    North         East     Units Scale Factor Converg.
 KV6780;SPC NJ       -   132,653.141   184,912.189   MT  0.99991500   +0 15 47.1
 KV6780;SPC NJ       -   435,212.85    606,666.07   sFT  0.99991500   +0 15 47.1
 KV6780;UTM  18      - 4,431,210.643   577,564.925   MT  0.99967406   +0 35 04.9
 KV6780
 KV6780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6780!SPC NJ       -   1.00000502  x   0.99991500  =   0.99992002
 KV6780!UTM  18      -   1.00000502  x   0.99967406  =   0.99967907
 KV6780
 KV6780:                Primary Azimuth Mark                     Grid Az
 KV6780:SPC NJ       -  15 P 2                                   127 27 31.5
 KV6780:UTM  18      -  15 P 2                                   127 08 13.7
 KV6780
 KV6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7756431210(NAD 83)
 KV6780
 KV6780|---------------------------------------------------------------------|
 KV6780| PID    Reference Object                     Distance      Geod. Az  |
 KV6780|                                                           dddmmss.s |
 KV6780| KV6781 15 P 2                              410.540 METERS 1274318.6 |
 KV6780|---------------------------------------------------------------------|
 KV6780
 KV6780                          SUPERSEDED SURVEY CONTROL
 KV6780
 KV6780  NAD 83(2007)-  40 01 39.17636(N)    074 05 27.44942(W) AD(2002.00) 0
 KV6780  ELLIP H (02/10/07)  -31.962  (m)                       GP(2002.00)    
 KV6780  ELLIP H (10/23/02)  -31.949  (m)                       GP(       ) 4 1
 KV6780  NAD 83(1996)-  40 01 39.17604(N)    074 05 27.44895(W) AD(       ) 1
 KV6780  ELLIP H (05/14/99)  -31.969  (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
 KV6780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6780.See file dsdata.pdf to determine how the superseded data were derived.
 KV6780
 KV6780_MARKER: DD = SURVEY DISK
 KV6780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 AM6917 ***********************************************************************
 AM6917  DESIGNATION -  15 N 3
 AM6917  PID         -  AM6917
 AM6917  STATE/COUNTY-  NJ/OCEAN
 AM6917  COUNTRY     -  US
 AM6917  USGS QUAD   -  SHIP BOTTOM (2019)
 AM6917
 AM6917                         *CURRENT SURVEY CONTROL
 AM6917  ______________________________________________________________________
 AM6917* NAD 83(1986) POSITION- 39 39 47.5    (N) 074 09 53.3    (W)   HD_HELD2
 AM6917* NAVD 88 ORTHO HEIGHT -     2.066 (meters)        6.78  (feet) ADJUSTED
 AM6917  ______________________________________________________________________
 AM6917  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 AM6917  DYNAMIC HEIGHT  -          2.065 (meters)        6.77  (feet) COMP
 AM6917  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 AM6917
 AM6917  VERT ORDER      -  FIRST     CLASS II
 AM6917
 AM6917.The horizontal coordinates were established by autonomous hand held GPS
 AM6917.observations and have an estimated accuracy of +/- 10 meters.
 AM6917
 AM6917.The orthometric height was determined by differential leveling and
 AM6917.adjusted by the NATIONAL GEODETIC SURVEY
 AM6917.in February 2021.
 AM6917
 AM6917.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6917.GEOID18 height accuracy estimate available here.
 AM6917
 AM6917.Click photographs - Photos may exist for this station.
 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       -    92,176.      178,761.      MT  (+/- 10 meters HH2 GPS)
 AM6917
 AM6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7164190709(NAD 83)
 AM6917
 AM6917                          SUPERSEDED SURVEY CONTROL
 AM6917
 AM6917  NAVD 88 (03/25/05)    2.063  (m)            6.77   (f) SUPERSEDED  1 2
 AM6917
 AM6917.Superseded values are not recommended for survey control.
 AM6917
 AM6917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6917.See file dsdata.pdf to determine how the superseded data were derived.
 AM6917
 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 - March 18, 2019
 AM6917
 AM6917  HISTORY     - Date     Condition        Report By
 AM6917  HISTORY     - 2000     MONUMENTED       NJGS
 AM6917  HISTORY     - 20060421 GOOD             GEOCAC
 AM6917  HISTORY     - 20100326 GOOD             NJGS
 AM6917  HISTORY     - 20161102 GOOD             INDIV
 AM6917  HISTORY     - 20190318 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AM6917
 AM6917                          STATION RECOVERY (2010)
 AM6917
 AM6917'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AM6917'RECOVERED IN GOOD CONDITION.
 AM6917
 AM6917                          STATION RECOVERY (2016)
 AM6917
 AM6917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (WJB)
 AM6917'RECOVERED AS DESCRIBED
 AM6917
 AM6917                          STATION RECOVERY (2019)
 AM6917
 AM6917'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AM6917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7937 ***********************************************************************
 DP7937  DESIGNATION -  15 N 5
 DP7937  PID         -  DP7937
 DP7937  STATE/COUNTY-  NJ/OCEAN
 DP7937  COUNTRY     -  US
 DP7937  USGS QUAD   -  POINT PLEASANT (2019)
 DP7937
 DP7937                         *CURRENT SURVEY CONTROL
 DP7937  ______________________________________________________________________
 DP7937* NAD 83(1986) POSITION- 40 01 53.01   (N) 074 03 09.12   (W)   HD_HELD1
 DP7937* NAVD 88 ORTHO HEIGHT -     1.803 (meters)        5.92  (feet) ADJUSTED
 DP7937  ______________________________________________________________________
 DP7937  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 DP7937  DYNAMIC HEIGHT  -          1.802 (meters)        5.91  (feet) COMP
 DP7937  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 DP7937
 DP7937  VERT ORDER      -  FIRST     CLASS II
 DP7937
 DP7937.The horizontal coordinates were determined by differentially corrected
 DP7937.hand held GPS observations or other comparable positioning techniques
 DP7937.and have an estimated accuracy of +/- 3 meters.
 DP7937
 DP7937.The orthometric height was determined by differential leveling and
 DP7937.adjusted by the NATIONAL GEODETIC SURVEY
 DP7937.in September 2015.
 DP7937
 DP7937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7937.GEOID18 height accuracy estimate available here.
 DP7937
 DP7937.Click photographs - Photos may exist for this station.
 DP7937
 DP7937.The dynamic height is computed by dividing the NAVD 88
 DP7937.geopotential number by the normal gravity value computed on the
 DP7937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7937.degrees latitude (g = 980.6199 gals.).
 DP7937
 DP7937.The modeled gravity was interpolated from observed gravity values.
 DP7937
 DP7937;                    North         East    Units  Estimated Accuracy
 DP7937;SPC NJ       -   133,095.6     188,189.6     MT  (+/- 3 meters HH1 GPS) 
 DP7937
 DP7937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8083931671(NAD 83)
 DP7937
 DP7937                          SUPERSEDED SURVEY CONTROL
 DP7937
 DP7937.No superseded survey control is available for this station.
 DP7937
 DP7937_STAMPING: 15 N 5 2012
 DP7937_MARK LOGO: NJGS
 DP7937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7937+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7937
 DP7937  HISTORY     - Date     Condition        Report By
 DP7937  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7937  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7937
 DP7937                          STATION DESCRIPTION
 DP7937
 DP7937'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7937'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH OF SEASIDE PARK,
 DP7937'4.1 MI (6.6 KM) SOUTH OF POINT PLEASANT BEACH AND 3.7 MI (6.0 KM)
 DP7937'SOUTH-SOUTHEAST OF POINT PLEASANT.
 DP7937'
 DP7937'THE STATION IS LOCATED IN THE BOROUGH OF MANTOLOKING.
 DP7937'
 DP7937'THE STATION IS AT THE NORTHWEST CORNER OF THE TEE INTERSECTION OF
 DP7937'OCEAN BOULEVARD (STATE HIGHWAY 35) AND ALBERTSON STREET, SET FLUSH IN
 DP7937'A DRILL HOLE IN A CONCRETE SIDEWALK IN FRONT OF HOUSE NUMBER 200
 DP7937'ALBERTSON STREET.
 DP7937'
 DP7937'THE STATION IS 27.0 FT (8.2 M) WEST FROM THE CENTERLINE OF STATE
 DP7937'HIGHWAY 35, 29.0 FT (8.8 M) NORTH FROM THE CENTERLINE OF ALBERTSON
 DP7937'STREET, 48.7 FT (14.8 M) NORTH FROM WOOD UTILITY POLE NUMBER BT7MG,
 DP7937'20.5 FT (6.2 M) SOUTHEAST FROM A FLAGPOLE IN THE FRONT YARD OF HOUSE
 DP7937'NUMBER 200 ALBERTSON STREET, 5.3 FT (1.6 M) WEST-NORTHWEST FROM A
 DP7937'STREET SIGN POST AND 10.0 FT (3.0 M) SOUTHWEST FROM A TRAFFIC SIGN,
 DP7937'STOP HERE FOR PEDESTRIANS, SLOW PEDESTRIAN CROSSING, WITH WITNESS SIGN
 DP7937'ATTACHED.
 DP7937
 DP7937                          STATION RECOVERY (2015)
 DP7937
 DP7937'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7937'THE STRUCTURE, SIDEWALK, INTO WHICH THE STATION WAS SET HAS BEEN
 DP7937'REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7969 ***********************************************************************
 DP7969  DESIGNATION -  15 N 6
 DP7969  PID         -  DP7969
 DP7969  STATE/COUNTY-  NJ/OCEAN
 DP7969  COUNTRY     -  US
 DP7969  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7969
 DP7969                         *CURRENT SURVEY CONTROL
 DP7969  ______________________________________________________________________
 DP7969* NAD 83(1986) POSITION- 39 49 38.14   (N) 074 05 27.89   (W)   HD_HELD1
 DP7969* NAVD 88 ORTHO HEIGHT -     1.409 (meters)        4.62  (feet) ADJUSTED
 DP7969  ______________________________________________________________________
 DP7969  GEOID HEIGHT    -        -33.200 (meters)                     GEOID18
 DP7969  DYNAMIC HEIGHT  -          1.408 (meters)        4.62  (feet) COMP
 DP7969  MODELED GRAVITY -    980,163.9   (mgal)                       NAVD 88
 DP7969
 DP7969  VERT ORDER      -  FIRST     CLASS II
 DP7969
 DP7969.The horizontal coordinates were determined by differentially corrected
 DP7969.hand held GPS observations or other comparable positioning techniques
 DP7969.and have an estimated accuracy of +/- 3 meters.
 DP7969
 DP7969.The orthometric height was determined by differential leveling and
 DP7969.adjusted by the NATIONAL GEODETIC SURVEY
 DP7969.in September 2015.
 DP7969
 DP7969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7969.GEOID18 height accuracy estimate available here.
 DP7969
 DP7969.Click photographs - Photos may exist for this station.
 DP7969
 DP7969.The dynamic height is computed by dividing the NAVD 88
 DP7969.geopotential number by the normal gravity value computed on the
 DP7969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7969.degrees latitude (g = 980.6199 gals.).
 DP7969
 DP7969.The modeled gravity was interpolated from observed gravity values.
 DP7969
 DP7969;                    North         East    Units  Estimated Accuracy
 DP7969;SPC NJ       -   110,416.6     185,003.6     MT  (+/- 3 meters HH1 GPS) 
 DP7969
 DP7969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7778008980(NAD 83)
 DP7969
 DP7969                          SUPERSEDED SURVEY CONTROL
 DP7969
 DP7969.No superseded survey control is available for this station.
 DP7969
 DP7969_MARKER: DD = SURVEY DISK
 DP7969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7969_STAMPING: 15 N 6 2012
 DP7969_MARK LOGO: NJGS
 DP7969_PROJECTION: FLUSH
 DP7969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7969+STABILITY: SURFACE MOTION
 DP7969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7969+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2022
 DP7969
 DP7969  HISTORY     - Date     Condition        Report By
 DP7969  HISTORY     - 20120410 MONUMENTED       NJGS
 DP7969  HISTORY     - 20220110 GOOD             NJGS
 DP7969
 DP7969                          STATION DESCRIPTION
 DP7969
 DP7969'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7969'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF SEASIDE PARK,
 DP7969'5.4 MI (8.7 KM) EAST OF FORKED RIVER AND 4.9 MI (7.9 KM) NORTH OF
 DP7969'BARNEGAT LIGHT.
 DP7969'
 DP7969'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7969'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7969'
 DP7969'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE TO ISLAND
 DP7969'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7969'ROAD FOR 5.50 MI (8.8 KM) TO A PAVED PARKING LOT FOR BEACH ACCESS PATH
 DP7969'NO. 10 AND THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND AT THE
 DP7969'EAST EDGE OF A PAVED PARKING LOT.
 DP7969'
 DP7969'THE STATION IS 51.5 FT (15.7 M) EAST FROM THE CENTERLINE OF SHORE
 DP7969'ROAD, 1.0 FT (0.3 M) NORTH-NORTHEAST FROM A WOODEN POST FOR A SIGN,
 DP7969'ISLAND BEACH STATE PARK BEACH ACCESS PATH NO. 10, 3.2 FT (1.0 M) EAST
 DP7969'FROM THE EAST CURB OF THE PARKING LOT, 17.3 FT (5.3 M) NORTH FROM THE
 DP7969'CENTERLINE OF A SAND PATH LEADING EAST TO THE BEACH, 81.4 FT (24.8 M)
 DP7969'EAST AND ACROSS THE ROAD FROM A SIGN, THIS AREA RESTRICTED KEEP OUT
 DP7969'AND 1.7 FT (0.5 M) WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 DP7969
 DP7969                          STATION RECOVERY (2022)
 DP7969
 DP7969'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DP7969'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3989 ***********************************************************************
 DQ3989  DESIGNATION -  15 N 7
 DQ3989  PID         -  DQ3989
 DQ3989  STATE/COUNTY-  NJ/OCEAN
 DQ3989  COUNTRY     -  US
 DQ3989  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3989
 DQ3989                         *CURRENT SURVEY CONTROL
 DQ3989  ______________________________________________________________________
 DQ3989* NAD 83(1986) POSITION- 39 59 38.29   (N) 074 03 48.95   (W)   HD_HELD1
 DQ3989* NAVD 88 ORTHO HEIGHT -     1.807 (meters)        5.93  (feet) ADJUSTED
 DQ3989  ______________________________________________________________________
 DQ3989  GEOID HEIGHT    -        -33.073 (meters)                     GEOID18
 DQ3989  DYNAMIC HEIGHT  -          1.806 (meters)        5.93  (feet) COMP
 DQ3989  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 DQ3989
 DQ3989  VERT ORDER      -  FIRST     CLASS II
 DQ3989
 DQ3989.The horizontal coordinates were determined by differentially corrected
 DQ3989.hand held GPS observations or other comparable positioning techniques
 DQ3989.and have an estimated accuracy of +/- 3 meters.
 DQ3989
 DQ3989.The orthometric height was determined by differential leveling and
 DQ3989.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3989.in March 2017.
 DQ3989
 DQ3989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3989.GEOID18 height accuracy estimate available here.
 DQ3989
 DQ3989.Click photographs - Photos may exist for this station.
 DQ3989
 DQ3989.The dynamic height is computed by dividing the NAVD 88
 DQ3989.geopotential number by the normal gravity value computed on the
 DQ3989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3989.degrees latitude (g = 980.6199 gals.).
 DQ3989
 DQ3989.The modeled gravity was interpolated from observed gravity values.
 DQ3989
 DQ3989;                    North         East    Units  Estimated Accuracy
 DQ3989;SPC NJ       -   128,936.1     187,265.7     MT  (+/- 3 meters HH1 GPS) 
 DQ3989
 DQ3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7993827507(NAD 83)
 DQ3989
 DQ3989                          SUPERSEDED SURVEY CONTROL
 DQ3989
 DQ3989.No superseded survey control is available for this station.
 DQ3989
 DQ3989_MARKER: DD = SURVEY DISK
 DQ3989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3989_STAMPING: 15 N 7 2015
 DQ3989_MARK LOGO: NJGS
 DQ3989_PROJECTION: FLUSH
 DQ3989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3989+STABILITY: SURFACE MOTION
 DQ3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3989+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 DQ3989
 DQ3989  HISTORY     - Date     Condition        Report By
 DQ3989  HISTORY     - 20151109 MONUMENTED       NJGS
 DQ3989  HISTORY     - 20250729 GOOD             LOCSUR
 DQ3989
 DQ3989                          STATION DESCRIPTION
 DQ3989
 DQ3989'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3989'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF POINT PLEASANT
 DQ3989'BEACH, 6.2 MI (10.0 KM) SOUTH OF POINT PLEASANT AND 4.7 MI (7.6 KM)
 DQ3989'NORTH OF SEASIDE PARK.
 DQ3989'
 DQ3989'THE STATION IS LOCATED IN THE TOWNSHIP OF TOMS RIVER, SET BETWEEN THE
 DQ3989'SIDEWALK AND CURB OF STRICKLAND BOULEVARD, ON THE NORTHWEST CORNER OF
 DQ3989'THE JUNCTION OF STRICKLAND BOULEVARD AN NEW JERSEY STATE ROUTE 35
 DQ3989'NORTHBOUND.  A WAWA CONVENIENCE STORE IS LOCATED ON THAT CORNER.
 DQ3989'
 DQ3989'THE STATION IS 2.0 FT (0.6 M) NORTH OF THE NORTH CURB LINE OF
 DQ3989'STRICKLAND BOULEVARD, 25 FT (7.6 M) WEST OF THE WEST CURB OF NEW
 DQ3989'JERSEY STATE ROUTE 35 NORTHBOUND, 7.2 FT (2.2 M) WEST OF A TRAFFIC
 DQ3989'SIGNAL MAST, 24 FT (7.3 M) WEST-SOUTHWEST OF POLE NUMBER BT2076DVT,
 DQ3989'1.2 FT (0.4 M) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.
 DQ3989
 DQ3989                          STATION RECOVERY (2025)
 DQ3989
 DQ3989'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (RAL)
 DQ3989'NJSPC 423018 / 614388.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4006 ***********************************************************************
 DQ4006  DESIGNATION -  15 N 8
 DQ4006  PID         -  DQ4006
 DQ4006  STATE/COUNTY-  NJ/OCEAN
 DQ4006  COUNTRY     -  US
 DQ4006  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4006
 DQ4006                         *CURRENT SURVEY CONTROL
 DQ4006  ______________________________________________________________________
 DQ4006* NAD 83(1986) POSITION- 39 56 12.58   (N) 074 04 33.96   (W)   HD_HELD1
 DQ4006* NAVD 88 ORTHO HEIGHT -     1.621 (meters)        5.32  (feet) ADJUSTED
 DQ4006  ______________________________________________________________________
 DQ4006  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 DQ4006  DYNAMIC HEIGHT  -          1.621 (meters)        5.32  (feet) COMP
 DQ4006  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 DQ4006
 DQ4006  VERT ORDER      -  FIRST     CLASS II
 DQ4006
 DQ4006.The horizontal coordinates were determined by differentially corrected
 DQ4006.hand held GPS observations or other comparable positioning techniques
 DQ4006.and have an estimated accuracy of +/- 3 meters.
 DQ4006
 DQ4006.The orthometric height was determined by differential leveling and
 DQ4006.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4006.in March 2017.
 DQ4006
 DQ4006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4006.GEOID18 height accuracy estimate available here.
 DQ4006
 DQ4006.Click photographs - Photos may exist for this station.
 DQ4006
 DQ4006.The dynamic height is computed by dividing the NAVD 88
 DQ4006.geopotential number by the normal gravity value computed on the
 DQ4006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4006.degrees latitude (g = 980.6199 gals.).
 DQ4006
 DQ4006.The modeled gravity was interpolated from observed gravity values.
 DQ4006
 DQ4006;                    North         East    Units  Estimated Accuracy
 DQ4006;SPC NJ       -   122,586.9     186,228.2     MT  (+/- 3 meters HH1 GPS) 
 DQ4006
 DQ4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7893721154(NAD 83)
 DQ4006
 DQ4006                          SUPERSEDED SURVEY CONTROL
 DQ4006
 DQ4006.No superseded survey control is available for this station.
 DQ4006
 DQ4006_MARKER: DD = SURVEY DISK
 DQ4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4006_STAMPING: 15 N 8 2015
 DQ4006_MARK LOGO: NJDT
 DQ4006_PROJECTION: FLUSH
 DQ4006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4006+STABILITY: SURFACE MOTION
 DQ4006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4006+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4006
 DQ4006  HISTORY     - Date     Condition        Report By
 DQ4006  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4006  HISTORY     - 20151110 GOOD             NJGS
 DQ4006
 DQ4006                          STATION DESCRIPTION
 DQ4006
 DQ4006'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4006'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF FORKED
 DQ4006'RIVER, 6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 0.7 MI (1.1 KM) NORTH
 DQ4006'OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4006'
 DQ4006'THE STATION IS SET IN A GRASS TRAFFIC ISLAND BETWEEN NEW JERSEY STATE
 DQ4006'ROUTE 35 NORTHBOUND AND NORTHWEST CENTRAL AVENUE (LOCAL ROAD)
 DQ4006'CUL-DE-SAC, ABOUT 85 FT (25.9 M) NORTH OF THE EXTENDED CENTERLINE OF
 DQ4006'FARRAGUT AVENUE.
 DQ4006'
 DQ4006'THE STATION IS 12 FT (3.7 M) WEST OF THE WEST CURB OF THE NORTHBOUND
 DQ4006'RAMP OF NEW JERSEY STATE ROUTE 35 LANES LEADING TOWARD THE NEW JERSEY
 DQ4006'STATE ROUTE 37 BRIDGE, 23 FT (7.0 M) SOUTHEAST OF THE SOUTHEAST CURB
 DQ4006'OF THE CUL-DE-SAC, 31 FT (9.4 M) SOUTHEAST OF A OCEAN COUNTY SEWAGE
 DQ4006'AUTHORITY MANHOLE, 52 FT (15.8 M) NORTH OF A 10 FT (3.0 M) HIGH
 DQ4006'INVERTED J-SHAPED SEWAGE VENT PIPE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6458 ***********************************************************************
 DR6458  DESIGNATION -  15 N 9
 DR6458  PID         -  DR6458
 DR6458  STATE/COUNTY-  NJ/OCEAN
 DR6458  COUNTRY     -  US
 DR6458  USGS QUAD   -  WEST CREEK (2019)
 DR6458
 DR6458                         *CURRENT SURVEY CONTROL
 DR6458  ______________________________________________________________________
 DR6458* NAD 83(1986) POSITION- 39 42 21.30   (N) 074 15 12.93   (W)   HD_HELD1
 DR6458* NAVD 88 ORTHO HEIGHT -     9.238 (meters)       30.31  (feet) ADJUSTED
 DR6458  ______________________________________________________________________
 DR6458  GEOID HEIGHT    -        -33.232 (meters)                     GEOID18
 DR6458  DYNAMIC HEIGHT  -          9.233 (meters)       30.29  (feet) COMP
 DR6458  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DR6458
 DR6458  VERT ORDER      -  FIRST     CLASS II
 DR6458
 DR6458.The horizontal coordinates were determined by differentially corrected
 DR6458.hand held GPS observations or other comparable positioning techniques
 DR6458.and have an estimated accuracy of +/- 3 meters.
 DR6458
 DR6458.The orthometric height was determined by differential leveling and
 DR6458.adjusted by the NATIONAL GEODETIC SURVEY
 DR6458.in February 2021.
 DR6458
 DR6458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6458.GEOID18 height accuracy estimate available here.
 DR6458
 DR6458.Click photographs - Photos may exist for this station.
 DR6458
 DR6458.The dynamic height is computed by dividing the NAVD 88
 DR6458.geopotential number by the normal gravity value computed on the
 DR6458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6458.degrees latitude (g = 980.6199 gals.).
 DR6458
 DR6458.The modeled gravity was interpolated from observed gravity values.
 DR6458
 DR6458;                    North         East    Units  Estimated Accuracy
 DR6458;SPC NJ       -    96,894.1     171,129.6     MT  (+/- 3 meters HH1 GPS) 
 DR6458
 DR6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6398695383(NAD 83)
 DR6458
 DR6458                          SUPERSEDED SURVEY CONTROL
 DR6458
 DR6458.No superseded survey control is available for this station.
 DR6458
 DR6458_MARKER: DD = SURVEY DISK
 DR6458_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6458_SP_SET: ACCESS CHAMBER
 DR6458_STAMPING: 15 N 9 2019
 DR6458_MARK LOGO: NJGS
 DR6458_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6458+STABILITY: SURFACE MOTION
 DR6458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6458+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2025
 DR6458
 DR6458  HISTORY     - Date     Condition        Report By
 DR6458  HISTORY     - 20190422 MONUMENTED       NJGS
 DR6458  HISTORY     - 20250909 GOOD             AAAS
 DR6458
 DR6458                          STATION DESCRIPTION
 DR6458
 DR6458'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6458'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF
 DR6458'BROOKVILLE, 5.8 MI (9.3 KM) NORTHWEST OF SHIP BOTTOM AND 5.7 MI (9.2
 DR6458'KM) NORTH-NORTHEAST OF WEST CREEK, IN STAFFORD TOWNSHIP.
 DR6458'
 DR6458'TO REACH FROM THE CENTER OF THE NEW JERSEY STATE ROUTE 72 BRIDGE
 DR6458'SPANNING U.S. HIGHWAY 9 (MAIN STREET), GO 0.9 MI (1.4 KM) NORTHEAST ON
 DR6458'U.S. HIGHWAY 9 TO THE STATION ON THE LEFT, SET IN A DRILL HOLE IN THE
 DR6458'SOUTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRICAL CHAMBER ON THE
 DR6458'SOUTHWEST CORNER OF THE JUNCTION OF U.S. HIGHWAY 9 AND OLE
 DR6458'MANAHAWKIN-CEDAR BRIDGE ROAD.
 DR6458'
 DR6458'IT IS 27.9 FT (8.5 M) SOUTHWEST OF POLE NUMBER BT1307SF, 5.2 FT (1.6
 DR6458'M) SOUTH OF THE SOUTHWEST CORNER OF THE BASE, 8.8 FT (2.7 M) NORTHWEST
 DR6458'OF THE CURB OF U.S. HIGHWAY 9 AND 118 FT (36.0 M) NORTHEAST OF THE
 DR6458'CENTERLINE OF THE DRIVEWAY FOR CEDAR BRIDGE PLAZA.
 DR6458
 DR6458                          STATION RECOVERY (2025)
 DR6458
 DR6458'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DR6458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6302 ***********************************************************************
 KV6302  DESIGNATION -  15 P 1
 KV6302  PID         -  KV6302
 KV6302  STATE/COUNTY-  NJ/OCEAN
 KV6302  COUNTRY     -  US
 KV6302  USGS QUAD   -  ADELPHIA (2019)
 KV6302
 KV6302                         *CURRENT SURVEY CONTROL
 KV6302  ______________________________________________________________________
 KV6302* NAD 83(2011) POSITION- 40 09 20.68011(N) 074 18 19.36616(W)   ADJUSTED
 KV6302* NAD 83(2011) ELLIP HT-    10.793 (meters)        (06/27/12)   ADJUSTED
 KV6302* NAD 83(2011) EPOCH   -  2010.00
 KV6302* NAVD 88 ORTHO HEIGHT -    43.264 (meters)      141.94  (feet) ADJUSTED
 KV6302  ______________________________________________________________________
 KV6302  GEOID HEIGHT    -        -32.470 (meters)                     GEOID18
 KV6302  NAD 83(2011) X  -  1,320,517.019 (meters)                     COMP
 KV6302  NAD 83(2011) Y  - -4,699,582.668 (meters)                     COMP
 KV6302  NAD 83(2011) Z  -  4,091,224.816 (meters)                     COMP
 KV6302  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 KV6302  DYNAMIC HEIGHT  -         43.245 (meters)      141.88  (feet) COMP
 KV6302  MODELED GRAVITY -    980,200.7   (mgal)                       NAVD 88
 KV6302
 KV6302  VERT ORDER      -  FIRST     CLASS II
 KV6302
 KV6302  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6302  Standards:
 KV6302         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6302            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6302  -------------------------------------------------------------------
 KV6302  NETWORK    0.49   0.96           0.22   0.18   0.49      0.03424152
 KV6302  -------------------------------------------------------------------
 KV6302  Click here for local accuracies and other accuracy information.
 KV6302
 KV6302.The horizontal coordinates were established by GPS observations
 KV6302.and adjusted by the National Geodetic Survey in June 2012.
 KV6302
 KV6302.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6302.been affixed to the stable North American tectonic plate. See 
 KV6302.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6302
 KV6302.The horizontal coordinates are valid at the epoch date displayed above
 KV6302.which is a decimal equivalence of Year/Month/Day.
 KV6302
 KV6302.The orthometric height was determined by differential leveling and
 KV6302.adjusted by the NATIONAL GEODETIC SURVEY
 KV6302.in June 1991.
 KV6302
 KV6302.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6302.GEOID18 height accuracy estimate available here.
 KV6302
 KV6302.Click photographs - Photos may exist for this station.
 KV6302
 KV6302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6302
 KV6302.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6302
 KV6302.The ellipsoidal height was determined by GPS observations
 KV6302.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6302
 KV6302;                    North         East     Units Scale Factor Converg.
 KV6302;SPC NJ       -   146,824.101   166,579.924   MT  0.99990338   +0 07 31.8
 KV6302;SPC NJ       -   481,705.40    546,520.97   sFT  0.99990338   +0 07 31.8
 KV6302;UTM  18      - 4,445,274.819   559,157.918   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5915745274(NAD 83)
 KV6302
 KV6302                          SUPERSEDED SURVEY CONTROL
 KV6302
 KV6302  NAD 83(2007)-  40 09 20.68077(N)    074 18 19.36669(W) AD(2002.00) 0
 KV6302  ELLIP H (02/10/07)   10.790  (m)                       GP(2002.00)    
 KV6302  ELLIP H (10/23/02)   10.799  (m)                       GP(       ) 4 1
 KV6302  NAD 83(1996)-  40 09 20.68055(N)    074 18 19.36728(W) AD(       ) 1
 KV6302  ELLIP H (05/14/99)   10.799  (m)                       GP(       ) 4 1
 KV6302  NAD 83(1986)-  40 09 20.68159(N)    074 18 19.36925(W) AD(       ) 1
 KV6302  NAVD 88              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
 KV6302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6302.See file dsdata.pdf to determine how the superseded data were derived.
 KV6302
 KV6302_MARKER: DD = SURVEY DISK
 KV6302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6444 ***********************************************************************
 DR6444  DESIGNATION -  15 P 10
 DR6444  PID         -  DR6444
 DR6444  STATE/COUNTY-  NJ/OCEAN
 DR6444  COUNTRY     -  US
 DR6444  USGS QUAD   -  WEST CREEK (2019)
 DR6444
 DR6444                         *CURRENT SURVEY CONTROL
 DR6444  ______________________________________________________________________
 DR6444* NAD 83(1986) POSITION- 39 37 40.68   (N) 074 18 50.67   (W)   HD_HELD1
 DR6444* NAVD 88 ORTHO HEIGHT -     4.706 (meters)       15.44  (feet) ADJUSTED
 DR6444  ______________________________________________________________________
 DR6444  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 DR6444  DYNAMIC HEIGHT  -          4.704 (meters)       15.43  (feet) COMP
 DR6444  MODELED GRAVITY -    980,155.9   (mgal)                       NAVD 88
 DR6444
 DR6444  VERT ORDER      -  FIRST     CLASS II
 DR6444
 DR6444.The horizontal coordinates were determined by differentially corrected
 DR6444.hand held GPS observations or other comparable positioning techniques
 DR6444.and have an estimated accuracy of +/- 3 meters.
 DR6444
 DR6444.The orthometric height was determined by differential leveling and
 DR6444.adjusted by the NATIONAL GEODETIC SURVEY
 DR6444.in February 2021.
 DR6444
 DR6444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6444.GEOID18 height accuracy estimate available here.
 DR6444
 DR6444.Click photographs - Photos may exist for this station.
 DR6444
 DR6444.The dynamic height is computed by dividing the NAVD 88
 DR6444.geopotential number by the normal gravity value computed on the
 DR6444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6444.degrees latitude (g = 980.6199 gals.).
 DR6444
 DR6444.The modeled gravity was interpolated from observed gravity values.
 DR6444
 DR6444;                    North         East    Units  Estimated Accuracy
 DR6444;SPC NJ       -    88,227.8     165,961.1     MT  (+/- 3 meters HH1 GPS) 
 DR6444
 DR6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5886786691(NAD 83)
 DR6444
 DR6444                          SUPERSEDED SURVEY CONTROL
 DR6444
 DR6444.No superseded survey control is available for this station.
 DR6444
 DR6444_MARKER: DD = SURVEY DISK
 DR6444_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6444_SP_SET: CURB
 DR6444_STAMPING: 15 P 10 2019
 DR6444_MARK LOGO: NJGS
 DR6444_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6444+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2019
 DR6444
 DR6444  HISTORY     - Date     Condition        Report By
 DR6444  HISTORY     - 20190808 MONUMENTED       NJGS
 DR6444
 DR6444                          STATION DESCRIPTION
 DR6444
 DR6444'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6444'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHWEST OF BEACH HAVEN,
 DR6444'1.9 MI (3.1 KM) NORTHEAST OF TUCKERTON AND 0.9 MI (1.4 KM)
 DR6444'SOUTH-SOUTHWEST OF WEST CREEK, IN LITTLE EGG TOWNSHIP.
 DR6444'
 DR6444'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6444'539) AND U.S. HIGHWAY 9 (EAST MAIN STREET) IN TUCKERTON, GO 2.3 MI
 DR6444'(3.7 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE STATION ON THE RIGHT, SET
 DR6444'IN A DRILL HOLE IN THE CURB RETURN AT THE SOUTHEAST CORNER OF THE
 DR6444'JUNCTION OF DOCK STREET AND U.S. HIGHWAY 9.
 DR6444'
 DR6444'IT IS 18 FT (5.5 M) SOUTHWEST OF THE CENTERLINE OF DOCK STREET, 43 FT
 DR6444'(13.1 M) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 9, 61 FT (18.6 M)
 DR6444'SOUTH-SOUTHWEST OF POLE NUMBER P6343, 159 FT (48.5 M) NORTH-NORTHEAST
 DR6444'OF MILE MARKER 65 AND 109.5 FT (33.4 M) NORTH-NORTHEAST OF POLE NUMBER
 DR6444'P6342.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6508 ***********************************************************************
 DR6508  DESIGNATION -  15 P 11
 DR6508  PID         -  DR6508
 DR6508  STATE/COUNTY-  NJ/OCEAN
 DR6508  COUNTRY     -  US
 DR6508  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6508
 DR6508                         *CURRENT SURVEY CONTROL
 DR6508  ______________________________________________________________________
 DR6508* NAD 83(1986) POSITION- 39 39 40.23   (N) 074 12 04.91   (W)   HD_HELD1
 DR6508* NAVD 88 ORTHO HEIGHT -     7.882 (meters)       25.86  (feet) ADJUSTED
 DR6508  ______________________________________________________________________
 DR6508  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 DR6508  DYNAMIC HEIGHT  -          7.878 (meters)       25.85  (feet) COMP
 DR6508  MODELED GRAVITY -    980,154.4   (mgal)                       NAVD 88
 DR6508
 DR6508  VERT ORDER      -  FIRST     CLASS II
 DR6508
 DR6508.The horizontal coordinates were determined by differentially corrected
 DR6508.hand held GPS observations or other comparable positioning techniques
 DR6508.and have an estimated accuracy of +/- 3 meters.
 DR6508
 DR6508.The orthometric height was determined by differential leveling and
 DR6508.adjusted by the NATIONAL GEODETIC SURVEY
 DR6508.in February 2021.
 DR6508
 DR6508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6508.GEOID18 height accuracy estimate available here.
 DR6508
 DR6508.Click photographs - Photos may exist for this station.
 DR6508
 DR6508.The dynamic height is computed by dividing the NAVD 88
 DR6508.geopotential number by the normal gravity value computed on the
 DR6508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6508.degrees latitude (g = 980.6199 gals.).
 DR6508
 DR6508.The modeled gravity was interpolated from observed gravity values.
 DR6508
 DR6508;                    North         East    Units  Estimated Accuracy
 DR6508;SPC NJ       -    91,940.6     175,624.7     MT  (+/- 3 meters HH1 GPS) 
 DR6508
 DR6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6850790456(NAD 83)
 DR6508
 DR6508                          SUPERSEDED SURVEY CONTROL
 DR6508
 DR6508.No superseded survey control is available for this station.
 DR6508
 DR6508_MARKER: DD = SURVEY DISK
 DR6508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6508_STAMPING: 15 P 11 2019
 DR6508_MARK LOGO: NJDT
 DR6508_PROJECTION: FLUSH
 DR6508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6508+STABILITY: SURFACE MOTION
 DR6508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6508+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6508
 DR6508  HISTORY     - Date     Condition        Report By
 DR6508  HISTORY     - 2019     MONUMENTED       NJDT
 DR6508  HISTORY     - 20200603 GOOD             NJGS
 DR6508
 DR6508                          STATION DESCRIPTION
 DR6508
 DR6508'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6508'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF BEACH
 DR6508'HAVEN, 6.0 MI (9.7 KM) EAST-NORTHEAST OF WEST CREEK AND 1.7 MI (2.7
 DR6508'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6508'
 DR6508'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6508'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6508'SHIP BOTTOM, GO 1.6 MI (2.6 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6508'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT.
 DR6508'
 DR6508'THE STATION IS 2 FT (0.6 M) NORTH-NORTHEAST OF THE NORTH EDGE OF THE
 DR6508'BRIDGE ABUTMENT, 30.3 FT (9.2 M) WEST OF LIGHT POLE, 8.75 FT (2.7 M)
 DR6508'EAST OF THE CORNER OF THE ABUTMENT, 37.6 FT (11.5 M) EAST OF THE EDGE
 DR6508'OF A CEMENT BLOCK LANDING.
 DR6508'
 DR6508'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT WESTBOUND BASELINE
 DR6508'MONUMENT (STA 610+04.325 OFFSET L36.064).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6531 ***********************************************************************
 DR6531  DESIGNATION -  15 P 12
 DR6531  PID         -  DR6531
 DR6531  STATE/COUNTY-  NJ/OCEAN
 DR6531  COUNTRY     -  US
 DR6531  USGS QUAD   -  BEACH HAVEN (2019)
 DR6531
 DR6531                         *CURRENT SURVEY CONTROL
 DR6531  ______________________________________________________________________
 DR6531* NAD 83(1986) POSITION- 39 33 47.29   (N) 074 14 29.68   (W)   HD_HELD1
 DR6531* NAVD 88 ORTHO HEIGHT -     1.541 (meters)        5.06  (feet) ADJUSTED
 DR6531  ______________________________________________________________________
 DR6531  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 DR6531  DYNAMIC HEIGHT  -          1.540 (meters)        5.05  (feet) COMP
 DR6531  MODELED GRAVITY -    980,136.1   (mgal)                       NAVD 88
 DR6531
 DR6531  VERT ORDER      -  FIRST     CLASS II
 DR6531
 DR6531.The horizontal coordinates were determined by differentially corrected
 DR6531.hand held GPS observations or other comparable positioning techniques
 DR6531.and have an estimated accuracy of +/- 3 meters.
 DR6531
 DR6531.The orthometric height was determined by differential leveling and
 DR6531.adjusted by the NATIONAL GEODETIC SURVEY
 DR6531.in February 2021.
 DR6531
 DR6531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6531.GEOID18 height accuracy estimate available here.
 DR6531
 DR6531.Click photographs - Photos may exist for this station.
 DR6531
 DR6531.The dynamic height is computed by dividing the NAVD 88
 DR6531.geopotential number by the normal gravity value computed on the
 DR6531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6531.degrees latitude (g = 980.6199 gals.).
 DR6531
 DR6531.The modeled gravity was interpolated from observed gravity values.
 DR6531
 DR6531;                    North         East    Units  Estimated Accuracy
 DR6531;SPC NJ       -    81,046.0     172,205.4     MT  (+/- 3 meters HH1 GPS) 
 DR6531
 DR6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6514979546(NAD 83)
 DR6531
 DR6531                          SUPERSEDED SURVEY CONTROL
 DR6531
 DR6531.No superseded survey control is available for this station.
 DR6531
 DR6531_MARKER: DD = SURVEY DISK
 DR6531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR6531_SP_SET: WATER TANK BASE
 DR6531_STAMPING: 15 P 12 2020
 DR6531_MARK LOGO: NJGS
 DR6531_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6531+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2020
 DR6531
 DR6531  HISTORY     - Date     Condition        Report By
 DR6531  HISTORY     - 20200928 MONUMENTED       NJGS
 DR6531
 DR6531                          STATION DESCRIPTION
 DR6531
 DR6531'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6531'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF WEST CREEK, 6.0
 DR6531'MI (9.7 KM) EAST-SOUTHEAST OF TUCKERTON AND IN THE TOWN OF BEACH
 DR6531'HAVEN, NEW JERSEY.
 DR6531'
 DR6531'TO REACH THE STATION FROM THE INTERSECTION OF NINTH STREET, THE
 DR6531'EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 DR6531'BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD FOR FOR
 DR6531'7.0 MI (11.3 KM) TO THE INTERSECTION WITH ENGLESIDE AVENUE.  TURN
 DR6531'RIGHT AND GO NORTHWEST ON ENGLESIDE AVENUE FOR ABOUT 0.05 MI (0.08 KM)
 DR6531'TO THE STATION ON THE LEFT, SET IN A DRILL HOLE ON TO OF THE NORTHEAST
 DR6531'LEG (THE OUTFLOW PIPE IS ATTACHED) OF THE BEACH HAVEN WATER TANK ON
 DR6531'THE GROUNDS OF THE BEACH HAVEN UTILITY AND POLICE FACILITY.
 DR6531'
 DR6531'IT IS 31.3 FT (9.5 M) SOUTH-SOUTHWEST OF THE SOUTH CURB OF ENGLESIDE
 DR6531'AVENUE, 47.7 FT (14.5 M) NORTH-NORTHWEST OF POLE NUMBER P10841, 218 FT
 DR6531'(66.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF DELAWARE AVENUE, 86.7 FT
 DR6531'(26.4 M) SOUTHEAST OF POLE NUMBER P19734 AND 1.5 FT (0.5 M) NORTH OF
 DR6531'THE WATER TANK LEG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6781 ***********************************************************************
 KV6781  DESIGNATION -  15 P 2
 KV6781  PID         -  KV6781
 KV6781  STATE/COUNTY-  NJ/OCEAN
 KV6781  COUNTRY     -  US
 KV6781  USGS QUAD   -  POINT PLEASANT (2019)
 KV6781
 KV6781                         *CURRENT SURVEY CONTROL
 KV6781  ______________________________________________________________________
 KV6781* NAD 83(2011) POSITION- 40 01 31.03196(N) 074 05 13.75397(W)   ADJUSTED
 KV6781* NAD 83(2011) ELLIP HT-   -32.018 (meters)        (06/27/12)   ADJUSTED
 KV6781* NAD 83(2011) EPOCH   -  2010.00
 KV6781* NAVD 88 ORTHO HEIGHT -     1.0   (meters)        3.    (feet) GPS OBS
 KV6781  ______________________________________________________________________
 KV6781  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6781  GEOID HEIGHT    -        -33.300 (meters)                     GEOID93
 KV6781  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 KV6781  NAD 83(2011) X  -  1,340,955.658 (meters)                     COMP
 KV6781  NAD 83(2011) Y  - -4,703,458.737 (meters)                     COMP
 KV6781  NAD 83(2011) Z  -  4,080,115.406 (meters)                     COMP
 KV6781  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 KV6781
 KV6781  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6781  Standards:
 KV6781         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6781            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6781  -------------------------------------------------------------------
 KV6781  NETWORK    0.59   0.84           0.24   0.24   0.43      0.06362699
 KV6781  -------------------------------------------------------------------
 KV6781  Click here for local accuracies and other accuracy information.
 KV6781
 KV6781.The horizontal coordinates were established by GPS observations
 KV6781.and adjusted by the National Geodetic Survey in June 2012.
 KV6781
 KV6781.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6781.been affixed to the stable North American tectonic plate. See 
 KV6781.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6781
 KV6781.The horizontal coordinates are valid at the epoch date displayed above
 KV6781.which is a decimal equivalence of Year/Month/Day.
 KV6781
 KV6781.The orthometric height was determined by GPS observations and a
 KV6781.high-resolution geoid model.
 KV6781
 KV6781.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6781.GEOID18 height accuracy estimate available here.
 KV6781
 KV6781.Click photographs - Photos may exist for this station.
 KV6781
 KV6781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6781
 KV6781.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6781
 KV6781.The ellipsoidal height was determined by GPS observations
 KV6781.and is referenced to NAD 83.
 KV6781
 KV6781. The following values were computed from the NAD 83(2011) position.
 KV6781
 KV6781;                    North         East     Units Scale Factor Converg.
 KV6781;SPC NJ       -   132,403.476   185,238.044   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      - 4,430,962.871   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7789230962(NAD 83)
 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  NAD 83(2007)-  40 01 31.03234(N)    074 05 13.75441(W) AD(2002.00) 0
 KV6781  ELLIP H (02/10/07)  -32.009  (m)                       GP(2002.00)    
 KV6781  ELLIP H (10/23/02)  -31.996  (m)                       GP(       ) 4 1
 KV6781  NAD 83(1996)-  40 01 31.03202(N)    074 05 13.75393(W) AD(       ) 1
 KV6781  ELLIP H (05/14/99)  -32.016  (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
 KV6781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6781.See file dsdata.pdf to determine how the superseded data were derived.
 KV6781
 KV6781_MARKER: DD = SURVEY DISK
 KV6781_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 AM6916 ***********************************************************************
 AM6916  DESIGNATION -  15 P 3
 AM6916  PID         -  AM6916
 AM6916  STATE/COUNTY-  NJ/OCEAN
 AM6916  COUNTRY     -  US
 AM6916  USGS QUAD   -  SHIP BOTTOM (2019)
 AM6916
 AM6916                         *CURRENT SURVEY CONTROL
 AM6916  ______________________________________________________________________
 AM6916* NAD 83(1986) POSITION- 39 42 42.36   (N) 074 07 53.47   (W)   HD_HELD1
 AM6916* NAVD 88 ORTHO HEIGHT -     1.590 (meters)        5.22  (feet) ADJUSTED
 AM6916  ______________________________________________________________________
 AM6916  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 AM6916  DYNAMIC HEIGHT  -          1.589 (meters)        5.21  (feet) COMP
 AM6916  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 AM6916
 AM6916  VERT ORDER      -  FIRST     CLASS II
 AM6916
 AM6916.The horizontal coordinates were determined by differentially corrected
 AM6916.hand held GPS observations or other comparable positioning techniques
 AM6916.and have an estimated accuracy of +/- 3 meters.
 AM6916
 AM6916.The orthometric height was determined by differential leveling and
 AM6916.adjusted by the NATIONAL GEODETIC SURVEY
 AM6916.in February 2021.
 AM6916
 AM6916.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6916.GEOID18 height accuracy estimate available here.
 AM6916
 AM6916.Click photographs - Photos may exist for this station.
 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       -    97,579.4     181,594.8     MT  (+/- 3 meters HH1 GPS) 
 AM6916
 AM6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7444496127(NAD 83)
 AM6916
 AM6916                          SUPERSEDED SURVEY CONTROL
 AM6916
 AM6916  NAVD 88 (03/25/05)    1.597  (m)            5.24   (f) SUPERSEDED  1 2
 AM6916
 AM6916.Superseded values are not recommended for survey control.
 AM6916
 AM6916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6916.See file dsdata.pdf to determine how the superseded data were derived.
 AM6916
 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 2000
 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 - October 02, 2019
 AM6916
 AM6916  HISTORY     - Date     Condition        Report By
 AM6916  HISTORY     - 1999     MONUMENTED       NJGS
 AM6916  HISTORY     - 20060421 GOOD             GEOCAC
 AM6916  HISTORY     - 20100326 GOOD             NJGS
 AM6916  HISTORY     - 20191002 GOOD             NJGS
 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.
 AM6916
 AM6916                          STATION RECOVERY (2010)
 AM6916
 AM6916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AM6916'RECOVERED IN GOOD CONDITION.
 AM6916
 AM6916                          STATION RECOVERY (2019)
 AM6916
 AM6916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 AM6916'RECOVERED IN GOOD CONDITION.
 AM6916'
 AM6916'NOTE-ADD-THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF
 AM6916'FORKED RIVER, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 3.4
 AM6916'MI (5.5 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT IN LOVELADIES.
 AM6916'
 AM6916'THERE IS A PVC ELECTRICAL CONDUIT OVERTOP OF THE DATUM POINT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5999 ***********************************************************************
 DM5999  DESIGNATION -  15 P 4
 DM5999  PID         -  DM5999
 DM5999  STATE/COUNTY-  NJ/OCEAN
 DM5999  COUNTRY     -  US
 DM5999  USGS QUAD   -  SEASIDE PARK (2019)
 DM5999
 DM5999                         *CURRENT SURVEY CONTROL
 DM5999  ______________________________________________________________________
 DM5999* NAD 83(1986) POSITION- 39 56 47.     (N) 074 06 09.     (W)   SCALED
 DM5999* NAVD 88 ORTHO HEIGHT -    12.223 (meters)       40.10  (feet) ADJUSTED
 DM5999  ______________________________________________________________________
 DM5999  GEOID HEIGHT    -        -33.085 (meters)                     GEOID18
 DM5999  DYNAMIC HEIGHT  -         12.218 (meters)       40.09  (feet) COMP
 DM5999  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 DM5999
 DM5999  VERT ORDER      -  FIRST     CLASS II
 DM5999
 DM5999.The horizontal coordinates were scaled from a map and have
 DM5999.an estimated accuracy of +/- 6 seconds.
 DM5999
 DM5999.The orthometric height was determined by differential leveling and
 DM5999.adjusted by the NATIONAL GEODETIC SURVEY
 DM5999.in May 2011.
 DM5999
 DM5999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5999.GEOID18 height accuracy estimate available here.
 DM5999
 DM5999.Click photographs - Photos may exist for this station.
 DM5999
 DM5999.The dynamic height is computed by dividing the NAVD 88
 DM5999.geopotential number by the normal gravity value computed on the
 DM5999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5999.degrees latitude (g = 980.6199 gals.).
 DM5999
 DM5999.The modeled gravity was interpolated from observed gravity values.
 DM5999
 DM5999;                    North         East    Units  Estimated Accuracy
 DM5999;SPC NJ       -   123,640.      183,970.      MT  (+/- 180 meters Scaled)
 DM5999
 DM5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK766221(NAD 83)
 DM5999
 DM5999                          SUPERSEDED SURVEY CONTROL
 DM5999
 DM5999.No superseded survey control is available for this station.
 DM5999
 DM5999_MARKER: DD = SURVEY DISK
 DM5999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM5999_SP_SET: BRIDGE
 DM5999_STAMPING: 15 P 4 2007
 DM5999_MARK LOGO: NJGS
 DM5999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5999+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5999
 DM5999  HISTORY     - Date     Condition        Report By
 DM5999  HISTORY     - 20070808 MONUMENTED       NJGS
 DM5999
 DM5999                          STATION DESCRIPTION
 DM5999
 DM5999'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM5999'THE STATION IS LOCATED IN DOVER TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM5999'SOUTH SIDEWALK AT THE WEST SIDE OF THE DRAWSPAN FOR THE THOMAS A
 DM5999'MATHIS BRIDGE, AT THE NORTHWEST CORNER OF THE WESTERLY OF TWO BRIDGE
 DM5999'TENDER BUILDINGS.
 DM5999'
 DM5999'THE STATION IS ABOUT 0.65 MI (1.05 KM) EAST OF THE WEST END OF THE
 DM5999'BRIDGE, 3.0 FT (0.9 M) SOUTH OF THE S CURB, 1.6 FT (0.5 M) NORTHEAST
 DM5999'OF THE NORTHWEST CORNER OF THE BUILDING, 59.0 FT (18.0 M) WEST OF THE
 DM5999'CENTERLINE OF THE DRAWSPAN, 16.7 FT (5.1 M) EAST OF THE SWING GATE
 DM5999'POST FOR THE EAST BOUND LANES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7938 ***********************************************************************
 DP7938  DESIGNATION -  15 P 5
 DP7938  PID         -  DP7938
 DP7938  STATE/COUNTY-  NJ/OCEAN
 DP7938  COUNTRY     -  US
 DP7938  USGS QUAD   -  POINT PLEASANT (2019)
 DP7938
 DP7938                         *CURRENT SURVEY CONTROL
 DP7938  ______________________________________________________________________
 DP7938* NAD 83(1986) POSITION- 40 02 24.38   (N) 074 03 09.34   (W)   HD_HELD1
 DP7938* NAVD 88 ORTHO HEIGHT -     3.580 (meters)       11.75  (feet) ADJUSTED
 DP7938  ______________________________________________________________________
 DP7938  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 DP7938  DYNAMIC HEIGHT  -          3.578 (meters)       11.74  (feet) COMP
 DP7938  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 DP7938
 DP7938  VERT ORDER      -  FIRST     CLASS II
 DP7938
 DP7938.The horizontal coordinates were determined by differentially corrected
 DP7938.hand held GPS observations or other comparable positioning techniques
 DP7938.and have an estimated accuracy of +/- 3 meters.
 DP7938
 DP7938.The orthometric height was determined by differential leveling and
 DP7938.adjusted by the NATIONAL GEODETIC SURVEY
 DP7938.in March 2017.
 DP7938
 DP7938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7938.GEOID18 height accuracy estimate available here.
 DP7938
 DP7938.Click photographs - Photos may exist for this station.
 DP7938
 DP7938.The dynamic height is computed by dividing the NAVD 88
 DP7938.geopotential number by the normal gravity value computed on the
 DP7938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7938.degrees latitude (g = 980.6199 gals.).
 DP7938
 DP7938.The modeled gravity was interpolated from observed gravity values.
 DP7938
 DP7938;                    North         East    Units  Estimated Accuracy
 DP7938;SPC NJ       -   134,063.0     188,179.6     MT  (+/- 3 meters HH1 GPS) 
 DP7938
 DP7938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8082332638(NAD 83)
 DP7938
 DP7938                          SUPERSEDED SURVEY CONTROL
 DP7938
 DP7938  NAVD 88 (09/24/15)    3.578  (m)           11.74   (f) SUPERSEDED  1 2
 DP7938
 DP7938.Superseded values are not recommended for survey control.
 DP7938
 DP7938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7938.See file dsdata.pdf to determine how the superseded data were derived.
 DP7938
 DP7938_MARKER: DD = SURVEY DISK
 DP7938_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7938_SP_SET: BRIDGE ABUTMENT
 DP7938_STAMPING: 15 P 5 2012
 DP7938_MARK LOGO: NJGS
 DP7938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7938+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7938
 DP7938  HISTORY     - Date     Condition        Report By
 DP7938  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7938  HISTORY     - 20160411 GOOD             NJGS
 DP7938
 DP7938                          STATION DESCRIPTION
 DP7938
 DP7938'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7938'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH OF SEASIDE PARK,
 DP7938'3.5 MI (5.6 KM) SOUTH OF POINT PLEASANT BEACH AND 3.1 MI (5.0 KM)
 DP7938'SOUTH-SOUTHEAST OF POINT PLEASANT.
 DP7938'
 DP7938'THE STATION IS LOCATED IN THE B0ROUGH OF MANTOLOKING.
 DP7938'
 DP7938'THE STATION IS ON THE SOUTH SIDE OF HERBERT STREET (COUNTY ROAD 528),
 DP7938'AT THE EAST END OF THE BRIDGE (STRUCTURE NO. 06006) CARRYING COUNTY
 DP7938'ROAD 528 OVER THE BARNEGAT BAY, SET FLUSH IN A DRILL HOLE IN THE TOP
 DP7938'OF THE SOUTHEAST ABUTMENT AND LEVEL WITH THE BRIDGE SIDEWALK.
 DP7938'
 DP7938'THE STATION IS 12.0 FT (3.7 M) WEST-SOUTHWEST FROM AN ALUMINUM LIGHT
 DP7938'POLE, 1.0 FT (0.3 M) WEST FROM A METAL EXPANSION JOINT PLATE, 4.6 FT
 DP7938'(1.4 M) SOUTH FROM THE SOUTH CURB OF HERBERT STREET, 45.5 FT (13.9 M)
 DP7938'EAST FROM THE WEST END OF THE WEST BALUSTRADE ON THE EASTBOUND SIDE OF
 DP7938'HERBERT STREET AND 97.8 FT (29.8 M) EAST FROM A SIGN FOR THE
 DP7938'MANTOLOKING MARINE HISTORIC DISTRICT ON THE SOUTH SIDE OF HERBERT
 DP7938'STREET.
 DP7938
 DP7938                          STATION RECOVERY (2016)
 DP7938
 DP7938'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7938'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7970 ***********************************************************************
 DP7970  DESIGNATION -  15 P 6
 DP7970  PID         -  DP7970
 DP7970  STATE/COUNTY-  NJ/OCEAN
 DP7970  COUNTRY     -  US
 DP7970  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7970
 DP7970                         *CURRENT SURVEY CONTROL
 DP7970  ______________________________________________________________________
 DP7970* NAD 83(1986) POSITION- 39 49 15.49   (N) 074 05 30.67   (W)   HD_HELD1
 DP7970* NAVD 88 ORTHO HEIGHT -     1.560 (meters)        5.12  (feet) ADJUSTED
 DP7970  ______________________________________________________________________
 DP7970  GEOID HEIGHT    -        -33.210 (meters)                     GEOID18
 DP7970  DYNAMIC HEIGHT  -          1.560 (meters)        5.12  (feet) COMP
 DP7970  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 DP7970
 DP7970  VERT ORDER      -  FIRST     CLASS II
 DP7970
 DP7970.The horizontal coordinates were determined by differentially corrected
 DP7970.hand held GPS observations or other comparable positioning techniques
 DP7970.and have an estimated accuracy of +/- 3 meters.
 DP7970
 DP7970.The orthometric height was determined by differential leveling and
 DP7970.adjusted by the NATIONAL GEODETIC SURVEY
 DP7970.in September 2015.
 DP7970
 DP7970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7970.GEOID18 height accuracy estimate available here.
 DP7970
 DP7970.Click photographs - Photos may exist for this station.
 DP7970
 DP7970.The dynamic height is computed by dividing the NAVD 88
 DP7970.geopotential number by the normal gravity value computed on the
 DP7970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7970.degrees latitude (g = 980.6199 gals.).
 DP7970
 DP7970.The modeled gravity was interpolated from observed gravity values.
 DP7970
 DP7970;                    North         East    Units  Estimated Accuracy
 DP7970;SPC NJ       -   109,717.8     184,940.7     MT  (+/- 3 meters HH1 GPS) 
 DP7970
 DP7970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7772108281(NAD 83)
 DP7970
 DP7970                          SUPERSEDED SURVEY CONTROL
 DP7970
 DP7970.No superseded survey control is available for this station.
 DP7970
 DP7970_MARKER: DD = SURVEY DISK
 DP7970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7970_STAMPING: 15 P 6 2012
 DP7970_MARK LOGO: NJGS
 DP7970_PROJECTION: FLUSH
 DP7970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7970+STABILITY: SURFACE MOTION
 DP7970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7970+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 DP7970
 DP7970  HISTORY     - Date     Condition        Report By
 DP7970  HISTORY     - 20120410 MONUMENTED       NJGS
 DP7970
 DP7970                          STATION DESCRIPTION
 DP7970
 DP7970'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7970'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF SEASIDE PARK,
 DP7970'5.4 MI (8.7 KM) EAST-SOUTHEAST OF FORKED RIVER AND 4.4 MI (7.1 KM)
 DP7970'NORTH OF BARNEGAT LIGHT.
 DP7970'
 DP7970'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7970'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7970'
 DP7970'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7970'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7970'ROAD FOR 5.95 MI (9.6 KM) TO A PAVED PARKING LOT FOR BEACH ACCESS PATH
 DP7970'NO. 12 AND THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND AT THE
 DP7970'EAST EDGE OF THE PAVED PARKING LOT.
 DP7970'
 DP7970'THE STATION IS 59.5 FT (18.1 M) EAST FROM THE CENTERLINE OF SHORE
 DP7970'ROAD, 13.8 FT (4.2 M) NORTHWEST FROM A WOODEN POST FOR A SIGN, ISLAND
 DP7970'BEACH STATE PARK BEACH ACCESS PATH NO. 12, 8.0 FT (2.4 M) SOUTH FROM
 DP7970'THE CENTERLINE OF A SAND PATH LEADING EAST TO THE BEACH, 13.7 FT (4.2
 DP7970'M) NORTH-NORTHEAST FROM THE SOUTHERLY WOODEN POST OF A WOODEN POST AND
 DP7970'RAIL FENCE ALONG THE EAST EDGE OF THE PARKING LOT, 6.2 FT (1.9 M)
 DP7970'SOUTH-SOUTHEAST FROM THE NORTHERLY WOODEN POST OF THE SAME WOODEN POST
 DP7970'AND RAIL FENCE, 2.5 FT (0.8 M) EAST FROM A 4 FT (1.2 M) HIGH WOODEN
 DP7970'POST AND RAIL FENCE AND 1.8 FT (0.5 M) WEST FROM A METAL WITNESS POST
 DP7970'WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3990 ***********************************************************************
 DQ3990  DESIGNATION -  15 P 7
 DQ3990  PID         -  DQ3990
 DQ3990  STATE/COUNTY-  NJ/OCEAN
 DQ3990  COUNTRY     -  US
 DQ3990  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3990
 DQ3990                         *CURRENT SURVEY CONTROL
 DQ3990  ______________________________________________________________________
 DQ3990* NAD 83(1986) POSITION- 39 59 30.06   (N) 074 03 51.00   (W)   HD_HELD1
 DQ3990* NAVD 88 ORTHO HEIGHT -     2.242 (meters)        7.36  (feet) ADJUSTED
 DQ3990  ______________________________________________________________________
 DQ3990  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 DQ3990  DYNAMIC HEIGHT  -          2.241 (meters)        7.35  (feet) COMP
 DQ3990  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 DQ3990
 DQ3990  VERT ORDER      -  FIRST     CLASS II
 DQ3990
 DQ3990.The horizontal coordinates were determined by differentially corrected
 DQ3990.hand held GPS observations or other comparable positioning techniques
 DQ3990.and have an estimated accuracy of +/- 3 meters.
 DQ3990
 DQ3990.The orthometric height was determined by differential leveling and
 DQ3990.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3990.in March 2017.
 DQ3990
 DQ3990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3990.GEOID18 height accuracy estimate available here.
 DQ3990
 DQ3990.Click photographs - Photos may exist for this station.
 DQ3990
 DQ3990.The dynamic height is computed by dividing the NAVD 88
 DQ3990.geopotential number by the normal gravity value computed on the
 DQ3990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3990.degrees latitude (g = 980.6199 gals.).
 DQ3990
 DQ3990.The modeled gravity was interpolated from observed gravity values.
 DQ3990
 DQ3990;                    North         East    Units  Estimated Accuracy
 DQ3990;SPC NJ       -   128,682.0     187,218.3     MT  (+/- 3 meters HH1 GPS) 
 DQ3990
 DQ3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7989227253(NAD 83)
 DQ3990
 DQ3990                          SUPERSEDED SURVEY CONTROL
 DQ3990
 DQ3990.No superseded survey control is available for this station.
 DQ3990
 DQ3990_MARKER: DD = SURVEY DISK
 DQ3990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3990_STAMPING: 15 P 7 2015
 DQ3990_MARK LOGO: NJGS
 DQ3990_PROJECTION: FLUSH
 DQ3990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3990+STABILITY: SURFACE MOTION
 DQ3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3990+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2023
 DQ3990
 DQ3990  HISTORY     - Date     Condition        Report By
 DQ3990  HISTORY     - 20151109 MONUMENTED       NJGS
 DQ3990  HISTORY     - 20230109 GOOD             NJGS
 DQ3990
 DQ3990                          STATION DESCRIPTION
 DQ3990
 DQ3990'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3990'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF POINT PLEASANT
 DQ3990'BEACH, 6.3 MI (10.1 KM) SOUTH OF POINT PLEASANT AND 4.5 MI (7.2 KM)
 DQ3990'NORTH OF SEASIDE PARK, IN THE TOWNSHIP OF TOMS RIVER.
 DQ3990'
 DQ3990'THE STATION IS SET BETWEEN THE CURB AND SIDEWALK ON THE NORTHWEST
 DQ3990'CORNER OF THE JUNCTION OF MARLIN WAY AND NORTHBOUND NEW JERSEY STATE
 DQ3990'ROUTE 35 IN THE LOCAL COMMUNITY OF OCEAN BEACH UNIT NUMBER 3.
 DQ3990'
 DQ3990'THE STATION IS 1.5 FT (0.5 M) WEST OF THE WEST CURB OF NEW JERSEY
 DQ3990'STATE ROUTE 35 NORTHBOUND, 12.2 FT (3.7 M) NORTH OF THE NORTH CURB
 DQ3990'LINE EXTENDED OF MARLIN WAY, 21 FT (6.4 M) SOUTH OF POLE NUMBER
 DQ3990'BT76DVT, 44 FT (13.4 M) EAST OF POLE NUMBER JC274DVT, 1.2 FT (0.4 M)
 DQ3990'EAST OF THE EAST EDGE OF THE SIDEWALK.
 DQ3990
 DQ3990                          STATION RECOVERY (2023)
 DQ3990
 DQ3990'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (FA)
 DQ3990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4002 ***********************************************************************
 DQ4002  DESIGNATION -  15 P 8
 DQ4002  PID         -  DQ4002
 DQ4002  STATE/COUNTY-  NJ/OCEAN
 DQ4002  COUNTRY     -  US
 DQ4002  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4002
 DQ4002                         *CURRENT SURVEY CONTROL
 DQ4002  ______________________________________________________________________
 DQ4002* NAD 83(1986) POSITION- 39 56 13.95   (N) 074 04 43.36   (W)   HD_HELD1
 DQ4002* NAVD 88 ORTHO HEIGHT -     1.840 (meters)        6.04  (feet) ADJUSTED
 DQ4002  ______________________________________________________________________
 DQ4002  GEOID HEIGHT    -        -33.101 (meters)                     GEOID18
 DQ4002  DYNAMIC HEIGHT  -          1.840 (meters)        6.04  (feet) COMP
 DQ4002  MODELED GRAVITY -    980,163.6   (mgal)                       NAVD 88
 DQ4002
 DQ4002  VERT ORDER      -  FIRST     CLASS II
 DQ4002
 DQ4002.The horizontal coordinates were determined by differentially corrected
 DQ4002.hand held GPS observations or other comparable positioning techniques
 DQ4002.and have an estimated accuracy of +/- 3 meters.
 DQ4002
 DQ4002.The orthometric height was determined by differential leveling and
 DQ4002.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4002.in March 2017.
 DQ4002
 DQ4002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4002.GEOID18 height accuracy estimate available here.
 DQ4002
 DQ4002.Click photographs - Photos may exist for this station.
 DQ4002
 DQ4002.The dynamic height is computed by dividing the NAVD 88
 DQ4002.geopotential number by the normal gravity value computed on the
 DQ4002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4002.degrees latitude (g = 980.6199 gals.).
 DQ4002
 DQ4002.The modeled gravity was interpolated from observed gravity values.
 DQ4002
 DQ4002;                    North         East    Units  Estimated Accuracy
 DQ4002;SPC NJ       -   122,628.1     186,004.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4002
 DQ4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7871321194(NAD 83)
 DQ4002
 DQ4002                          SUPERSEDED SURVEY CONTROL
 DQ4002
 DQ4002.No superseded survey control is available for this station.
 DQ4002
 DQ4002_MARKER: DD = SURVEY DISK
 DQ4002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4002_STAMPING: 15 P 8 2015
 DQ4002_MARK LOGO: NJDT
 DQ4002_PROJECTION: FLUSH
 DQ4002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4002+STABILITY: SURFACE MOTION
 DQ4002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4002+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4002
 DQ4002  HISTORY     - Date     Condition        Report By
 DQ4002  HISTORY     - UNK      MONUMENTED       NJDT
 DQ4002  HISTORY     - 20151110 GOOD             NJGS
 DQ4002
 DQ4002                          STATION DESCRIPTION
 DQ4002
 DQ4002'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4002'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF FORKED
 DQ4002'RIVER, 6.5 MI (10.5 KM) EAST OF TOMS RIVER AND 0.7 MI (1.1 KM) NORTH
 DQ4002'OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4002'
 DQ4002'THE STATION IS SET IN A GRASS TRAFFIC ISLAND BETWEEN NEW JERSEY STATE
 DQ4002'ROUTE 35 NORTHBOUND AND SOUTHBOUND LANES, ABOUT 68 FT (20.7 M) EAST OF
 DQ4002'THE CENTERLINE OF A CONCRETE CUT-THROUGH BETWEEN BOTH LANES.
 DQ4002'
 DQ4002'THE STATION IS 7.5 FT (2.3 M) SOUTH OF THE SOUTH CURB OF THE
 DQ4002'NORTHBOUND NEW JERSEY STATE ROUTE 35 LANES, 47 FT (14.3 M) NORTH OF
 DQ4002'THE NORTH CURB OF THE EASTBOUND NEW JERSEY STATE ROUTE 35 LANES, 144
 DQ4002'FT (43.9 M) WEST OF THE WEST LEG OF THE SIGN BRIDGE FOR THE NORTHBOUND
 DQ4002'LANES OF NEW JERSEY STATE ROUTE 35, 13.7 FT (4.2 M) WEST OF A SIGN
 DQ4002'(TRUCKS OVER 4 TONS NO U-TURN).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6457 ***********************************************************************
 DR6457  DESIGNATION -  15 P 9
 DR6457  PID         -  DR6457
 DR6457  STATE/COUNTY-  NJ/OCEAN
 DR6457  COUNTRY     -  US
 DR6457  USGS QUAD   -  WEST CREEK (2019)
 DR6457
 DR6457                         *CURRENT SURVEY CONTROL
 DR6457  ______________________________________________________________________
 DR6457* NAD 83(1986) POSITION- 39 41 46.04   (N) 074 15 33.75   (W)   HD_HELD1
 DR6457* NAVD 88 ORTHO HEIGHT -     7.055 (meters)       23.15  (feet) ADJUSTED
 DR6457  ______________________________________________________________________
 DR6457  GEOID HEIGHT    -        -33.252 (meters)                     GEOID18
 DR6457  DYNAMIC HEIGHT  -          7.052 (meters)       23.14  (feet) COMP
 DR6457  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 DR6457
 DR6457  VERT ORDER      -  FIRST     CLASS II
 DR6457
 DR6457.The horizontal coordinates were determined by differentially corrected
 DR6457.hand held GPS observations or other comparable positioning techniques
 DR6457.and have an estimated accuracy of +/- 3 meters.
 DR6457
 DR6457.The orthometric height was determined by differential leveling and
 DR6457.adjusted by the NATIONAL GEODETIC SURVEY
 DR6457.in February 2021.
 DR6457
 DR6457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6457.GEOID18 height accuracy estimate available here.
 DR6457
 DR6457.Click photographs - Photos may exist for this station.
 DR6457
 DR6457.The dynamic height is computed by dividing the NAVD 88
 DR6457.geopotential number by the normal gravity value computed on the
 DR6457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6457.degrees latitude (g = 980.6199 gals.).
 DR6457
 DR6457.The modeled gravity was interpolated from observed gravity values.
 DR6457
 DR6457;                    North         East    Units  Estimated Accuracy
 DR6457;SPC NJ       -    95,805.4     170,636.6     MT  (+/- 3 meters HH1 GPS) 
 DR6457
 DR6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6349994292(NAD 83)
 DR6457
 DR6457                          SUPERSEDED SURVEY CONTROL
 DR6457
 DR6457.No superseded survey control is available for this station.
 DR6457
 DR6457_MARKER: DD = SURVEY DISK
 DR6457_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6457_SP_SET: FOOTING
 DR6457_STAMPING: 15 P 9 2019
 DR6457_MARK LOGO: NJGS
 DR6457_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6457+STABILITY: SURFACE MOTION
 DR6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6457+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2025
 DR6457
 DR6457  HISTORY     - Date     Condition        Report By
 DR6457  HISTORY     - 20190422 MONUMENTED       NJGS
 DR6457  HISTORY     - 20250909 GOOD             AAAS
 DR6457
 DR6457                          STATION DESCRIPTION
 DR6457
 DR6457'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6457'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF
 DR6457'BROOKVILLE, 5.6 MI (9.0 KM) NORTHWEST OF SHIP BOTTOM AND 5.0 MI (8.0
 DR6457'KM) NORTH-NORTHEAST OF WEST CREEK, STAFFORD TOWNSHIP, MANAHAWKIN.
 DR6457'
 DR6457'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 DR6457'PEDESTRIAN BRIDGE FOOTING ON THE EAST SIDE OF THE DAM-SPILLWAY FORM
 DR6457'THE MANAHAWKIN LAKE, ABOUT 250 FT (76.2 M) NORTH-NORTHWEST OF THE
 DR6457'CENTERLINE JUNCTION OF U.S. HIGHWAY 9 (MAIN STREET) AND WEST BAY
 DR6457'AVENUE (NEW JERSEY STATE ROUTE 180).
 DR6457'
 DR6457'THE STATION IS 77.4 FT (23.6 M) NORTHEAST OF THE NORTHWEST CORNER OF A
 DR6457'2-STORY BUILDING, 100.1 FT (30.5 M) NORTHWEST OF THE NORTHEAST CORNER
 DR6457'OF A BUILDING, 2.7 FT (0.8 M) NORTHEAST OF A LAMP POST, 7.9 FT (2.4 M)
 DR6457'SOUTHEAST OF THE EASTERLY EDGE OF THE BULKHEAD AND 70 FT (21.3 M)
 DR6457'WEST-NORTHWEST OF THE EASTERLY END OF THE PEDESTRIAN BRIDGE.
 DR6457
 DR6457                          STATION RECOVERY (2025)
 DR6457
 DR6457'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DR6457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0091 ***********************************************************************
 KV0091  DESIGNATION -  15 PRR
 KV0091  PID         -  KV0091
 KV0091  STATE/COUNTY-  NJ/ESSEX
 KV0091  COUNTRY     -  US
 KV0091  USGS QUAD   -  ELIZABETH (2016)
 KV0091
 KV0091                         *CURRENT SURVEY CONTROL
 KV0091  ______________________________________________________________________
 KV0091* NAD 83(1986) POSITION- 40 43 38.     (N) 074 10 18.     (W)   SCALED
 KV0091* NAVD 88 ORTHO HEIGHT -     7.983 (meters)       26.19  (feet) ADJUSTED
 KV0091  ______________________________________________________________________
 KV0091  GEOID HEIGHT    -        -32.318 (meters)                     GEOID18
 KV0091  DYNAMIC HEIGHT  -          7.979 (meters)       26.18  (feet) COMP
 KV0091  MODELED GRAVITY -    980,221.5   (mgal)                       NAVD 88
 KV0091
 KV0091  VERT ORDER      -  FIRST     CLASS II
 KV0091
 KV0091.The horizontal coordinates were scaled from a map and have
 KV0091.an estimated accuracy of +/- 6 seconds.
 KV0091
 KV0091.The orthometric height was determined by differential leveling and
 KV0091.adjusted by the NATIONAL GEODETIC SURVEY
 KV0091.in June 1991.
 KV0091
 KV0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0091.GEOID18 height accuracy estimate available here.
 KV0091
 KV0091.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL699088(NAD 83)
 KV0091
 KV0091                          SUPERSEDED SURVEY CONTROL
 KV0091
 KV0091  NGVD 29 (11/26/84)    8.326  (m)           27.32   (f) ADJUSTED    1 2
 KV0091
 KV0091.Superseded values are not recommended for survey control.
 KV0091
 KV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0091.See file dsdata.pdf to determine how the superseded data were derived.
 KV0091
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6303  USGS QUAD   -  ADELPHIA (2019)
 KV6303
 KV6303                         *CURRENT SURVEY CONTROL
 KV6303  ______________________________________________________________________
 KV6303* NAD 83(2011) POSITION- 40 09 25.65372(N) 074 18 47.59997(W)   ADJUSTED
 KV6303* NAD 83(2011) ELLIP HT-     9.229 (meters)        (06/27/12)   ADJUSTED
 KV6303* NAD 83(2011) EPOCH   -  2010.00
 KV6303* NAVD 88 ORTHO HEIGHT -    41.690 (meters)      136.78  (feet) ADJUSTED
 KV6303  ______________________________________________________________________
 KV6303  GEOID HEIGHT    -        -32.458 (meters)                     GEOID18
 KV6303  NAD 83(2011) X  -  1,319,846.650 (meters)                     COMP
 KV6303  NAD 83(2011) Y  - -4,699,666.985 (meters)                     COMP
 KV6303  NAD 83(2011) Z  -  4,091,341.053 (meters)                     COMP
 KV6303  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 KV6303  DYNAMIC HEIGHT  -         41.672 (meters)      136.72  (feet) COMP
 KV6303  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 KV6303
 KV6303  VERT ORDER      -  FIRST     CLASS II
 KV6303
 KV6303  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6303  Standards:
 KV6303         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6303            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6303  -------------------------------------------------------------------
 KV6303  NETWORK    0.41   0.86           0.18   0.15   0.44     -0.02996587
 KV6303  -------------------------------------------------------------------
 KV6303  Click here for local accuracies and other accuracy information.
 KV6303
 KV6303.The horizontal coordinates were established by GPS observations
 KV6303.and adjusted by the National Geodetic Survey in June 2012.
 KV6303
 KV6303.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6303.been affixed to the stable North American tectonic plate. See 
 KV6303.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6303
 KV6303.The horizontal coordinates are valid at the epoch date displayed above
 KV6303.which is a decimal equivalence of Year/Month/Day.
 KV6303
 KV6303.The orthometric height was determined by differential leveling and
 KV6303.adjusted by the NATIONAL GEODETIC SURVEY
 KV6303.in June 1991.
 KV6303
 KV6303.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6303.GEOID18 height accuracy estimate available here.
 KV6303
 KV6303.Click photographs - Photos may exist for this station.
 KV6303
 KV6303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6303
 KV6303.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6303
 KV6303.The ellipsoidal height was determined by GPS observations
 KV6303.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6303
 KV6303;                    North         East     Units Scale Factor Converg.
 KV6303;SPC NJ       -   146,976.057   165,911.471   MT  0.99990312   +0 07 13.6
 KV6303;SPC NJ       -   482,203.95    544,327.88   sFT  0.99990312   +0 07 13.6
 KV6303;UTM  18      - 4,445,422.972   558,488.796   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5848845422(NAD 83)
 KV6303
 KV6303                          SUPERSEDED SURVEY CONTROL
 KV6303
 KV6303  NAD 83(2007)-  40 09 25.65441(N)    074 18 47.60046(W) AD(2002.00) 0
 KV6303  ELLIP H (02/10/07)    9.225  (m)                       GP(2002.00)    
 KV6303  ELLIP H (09/24/01)    9.236  (m)                       GP(       ) 4 1
 KV6303  NAD 83(1996)-  40 09 25.65413(N)    074 18 47.60107(W) AD(       ) B
 KV6303  ELLIP H (08/14/98)    9.240  (m)                       GP(       ) 3 2
 KV6303  NAD 83(1986)-  40 09 25.65525(N)    074 18 47.60286(W) AD(       ) 1
 KV6303  NAVD 88              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
 KV6303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6303.See file dsdata.pdf to determine how the superseded data were derived.
 KV6303
 KV6303_MARKER: DD = SURVEY DISK
 KV6303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6303_STAMPING: 15 Q 1 1989
 KV6303_MARK LOGO: NJGS
 KV6303_PROJECTION: RECESSED 5 CENTIMETERS
 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 - July 10, 2019
 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  HISTORY     - 20061113 GOOD             NJGS
 KV6303  HISTORY     - 20190710 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
 KV6303                          STATION RECOVERY (2006)
 KV6303
 KV6303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (ECB)
 KV6303'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION HAS THREE METAL
 KV6303'WITNESS POSTS WITH SIGNS SURROUNDING IT.
 KV6303
 KV6303                          STATION RECOVERY (2019)
 KV6303
 KV6303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6303'THE OLD GUIDE RAIL WAS REMOVED AND NEW GUIDE RAIL INSTALLED.  THE MARK
 KV6303'IS 492 FT (150 M) SOUTHEAST OF THE NORTHWEST END OF THE GUIDE RAIL,
 KV6303'300 FT (91 M) NORTHWEST FROM THE CENTER OF AN INLET PLACED AT THE
 KV6303'BOTTOM OF A SWALE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6489 ***********************************************************************
 DR6489  DESIGNATION -  15 Q 10
 DR6489  PID         -  DR6489
 DR6489  STATE/COUNTY-  NJ/OCEAN
 DR6489  COUNTRY     -  US
 DR6489  USGS QUAD   -  TUCKERTON (2019)
 DR6489
 DR6489                         *CURRENT SURVEY CONTROL
 DR6489  ______________________________________________________________________
 DR6489* NAD 83(1986) POSITION- 39 31 56.19   (N) 074 15 45.12   (W)   HD_HELD1
 DR6489* NAVD 88 ORTHO HEIGHT -     2.098 (meters)        6.88  (feet) ADJUSTED
 DR6489  ______________________________________________________________________
 DR6489  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 DR6489  DYNAMIC HEIGHT  -          2.097 (meters)        6.88  (feet) COMP
 DR6489  MODELED GRAVITY -    980,129.8   (mgal)                       NAVD 88
 DR6489
 DR6489  VERT ORDER      -  FIRST     CLASS II
 DR6489
 DR6489.The horizontal coordinates were determined by differentially corrected
 DR6489.hand held GPS observations or other comparable positioning techniques
 DR6489.and have an estimated accuracy of +/- 3 meters.
 DR6489
 DR6489.The orthometric height was determined by differential leveling and
 DR6489.adjusted by the NATIONAL GEODETIC SURVEY
 DR6489.in February 2021.
 DR6489
 DR6489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6489.GEOID18 height accuracy estimate available here.
 DR6489
 DR6489.Click photographs - Photos may exist for this station.
 DR6489
 DR6489.The dynamic height is computed by dividing the NAVD 88
 DR6489.geopotential number by the normal gravity value computed on the
 DR6489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6489.degrees latitude (g = 980.6199 gals.).
 DR6489
 DR6489.The modeled gravity was interpolated from observed gravity values.
 DR6489
 DR6489;                    North         East    Units  Estimated Accuracy
 DR6489;SPC NJ       -    77,615.0     170,413.8     MT  (+/- 3 meters HH1 GPS) 
 DR6489
 DR6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6337776106(NAD 83)
 DR6489
 DR6489                          SUPERSEDED SURVEY CONTROL
 DR6489
 DR6489.No superseded survey control is available for this station.
 DR6489
 DR6489_MARKER: DD = SURVEY DISK
 DR6489_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6489_SP_SET: CURB
 DR6489_STAMPING: 15 Q 10 2019
 DR6489_MARK LOGO: NJGS
 DR6489_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6489+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2019
 DR6489
 DR6489  HISTORY     - Date     Condition        Report By
 DR6489  HISTORY     - 20190822 MONUMENTED       NJGS
 DR6489
 DR6489                          STATION DESCRIPTION
 DR6489
 DR6489'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6489'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF WEST
 DR6489'CREEK, 6.3 MI (10.1 KM) SOUTHEAST OF TUCKERTON AND 2.0 MI (3.2 KM)
 DR6489'SOUTH-SOUTHWEST OF BEACH HAVEN, IN THE TOWN OF HOLGATE, NEW JERSEY.
 DR6489'
 DR6489'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6489'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 9.3 MI (15.0 KM) SOUTH
 DR6489'ON LONG BEACH BOULEVARD TO THE ENTRANCE TO THE HOLGATE PARK AND THE
 DR6489'STATION ON THE RIGHT, SET IN A DRILL HOLE IN THE CURB NEAR THE FIRST
 DR6489'PARKING SPACE AT THE NORTHERLY END OF THE PARKING LOT.
 DR6489'
 DR6489'IT IS 12.1 FT (3.7 M) SOUTHEAST OF POLE NUMBER T35558, 27.7 FT (8.4 M)
 DR6489'SOUTHWEST OF THE CENTERLINE OF WEST MCKINLEY AVENUE, 22.8 FT (6.9 M)
 DR6489'WEST-NORTHWEST OF THE CENTERLINE OF LONG BEACH BOULEVARD AND 42.7 FT
 DR6489'(13.0 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A PUBLIC
 DR6489'RESTROOM/CHANGING FACILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6509 ***********************************************************************
 DR6509  DESIGNATION -  15 Q 11
 DR6509  PID         -  DR6509
 DR6509  STATE/COUNTY-  NJ/OCEAN
 DR6509  COUNTRY     -  US
 DR6509  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6509
 DR6509                         *CURRENT SURVEY CONTROL
 DR6509  ______________________________________________________________________
 DR6509* NAD 83(1986) POSITION- 39 39 37.97   (N) 074 11 59.25   (W)   HD_HELD1
 DR6509* NAVD 88 ORTHO HEIGHT -     4.626 (meters)       15.18  (feet) ADJUSTED
 DR6509  ______________________________________________________________________
 DR6509  GEOID HEIGHT    -        -33.489 (meters)                     GEOID18
 DR6509  DYNAMIC HEIGHT  -          4.624 (meters)       15.17  (feet) COMP
 DR6509  MODELED GRAVITY -    980,154.1   (mgal)                       NAVD 88
 DR6509
 DR6509  VERT ORDER      -  FIRST     CLASS II
 DR6509
 DR6509.The horizontal coordinates were determined by differentially corrected
 DR6509.hand held GPS observations or other comparable positioning techniques
 DR6509.and have an estimated accuracy of +/- 3 meters.
 DR6509
 DR6509.The orthometric height was determined by differential leveling and
 DR6509.adjusted by the NATIONAL GEODETIC SURVEY
 DR6509.in February 2021.
 DR6509
 DR6509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6509.GEOID18 height accuracy estimate available here.
 DR6509
 DR6509.Click photographs - Photos may exist for this station.
 DR6509
 DR6509.The dynamic height is computed by dividing the NAVD 88
 DR6509.geopotential number by the normal gravity value computed on the
 DR6509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6509.degrees latitude (g = 980.6199 gals.).
 DR6509
 DR6509.The modeled gravity was interpolated from observed gravity values.
 DR6509
 DR6509;                    North         East    Units  Estimated Accuracy
 DR6509;SPC NJ       -    91,871.3     175,759.9     MT  (+/- 3 meters HH1 GPS) 
 DR6509
 DR6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6864290388(NAD 83)
 DR6509
 DR6509                          SUPERSEDED SURVEY CONTROL
 DR6509
 DR6509.No superseded survey control is available for this station.
 DR6509
 DR6509_MARKER: DD = SURVEY DISK
 DR6509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6509_STAMPING: 15 Q 11 2019
 DR6509_MARK LOGO: NJDT
 DR6509_PROJECTION: FLUSH
 DR6509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6509+STABILITY: SURFACE MOTION
 DR6509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6509+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6509
 DR6509  HISTORY     - Date     Condition        Report By
 DR6509  HISTORY     - 2019     MONUMENTED       NJDT
 DR6509  HISTORY     - 20200603 GOOD             NJGS
 DR6509
 DR6509                          STATION DESCRIPTION
 DR6509
 DR6509'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6509'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF BEACH
 DR6509'HAVEN, 6.0 MI (9.7 KM) EAST-NORTHEAST OF WEST CREEK AND 1.6 MI (2.6
 DR6509'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6509'
 DR6509'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6509'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6509'SHIP BOTTOM, GO 1.5 MI (2.4 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6509'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT.
 DR6509'
 DR6509'THE STATION IS 2.0 FT (0.6 M) NORTHEAST OF THE NORTH EDGE OF THE
 DR6509'SIDEWALK, 12.9 FT (3.9 M) NORTHEAST OF AN INLET, 158 FT (48.2 M)
 DR6509'EAST-SOUTHEAST OF THE SOUTHEAST END OF A GUIDERAIL.
 DR6509'
 DR6509'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT WESTBOUND BASELINE
 DR6509'MONUMENT (STA 615+04.353 OFFSET L45.711).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3787 ***********************************************************************
 DS3787  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3787  DESIGNATION -  15 Q 12
 DS3787  PID         -  DS3787
 DS3787  STATE/COUNTY-  NJ/OCEAN
 DS3787  COUNTRY     -  US
 DS3787  USGS QUAD   -  WHITING (2019)
 DS3787
 DS3787                         *CURRENT SURVEY CONTROL
 DS3787  ______________________________________________________________________
 DS3787* NAD 83(2011) POSITION- 39 57 38.39015(N) 074 23 33.52430(W)   ADJUSTED
 DS3787* NAD 83(2011) ELLIP HT-    14.267 (meters)        (07/29/25)   ADJUSTED
 DS3787* NAD 83(2011) EPOCH   -  2010.00
 DS3787* NAVD 88 ORTHO HEIGHT -    47.05  (meters)      154.4   (feet) GPS OBS
 DS3787  ______________________________________________________________________
 DS3787  GEOID HEIGHT    -        -32.789 (meters)                     GEOID18
 DS3787  NAD 83(2011) X  -  1,317,108.887 (meters)                     COMP
 DS3787  NAD 83(2011) Y  - -4,715,017.266 (meters)                     COMP
 DS3787  NAD 83(2011) Z  -  4,074,647.957 (meters)                     COMP
 DS3787  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 DS3787
 DS3787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3787  Standards:
 DS3787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3787  -------------------------------------------------------------------
 DS3787  NETWORK    0.49   1.00           0.22   0.17   0.51     -0.16379762
 DS3787  -------------------------------------------------------------------
 DS3787  Click here for local accuracies and other accuracy information.
 DS3787
 DS3787.The horizontal coordinates were established by GPS observations
 DS3787.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3787
 DS3787.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3787.frame has been affixed to the stable North American tectonic plate 
 DS3787
 DS3787.The horizontal coordinates are valid at the epoch date displayed above
 DS3787.which is a decimal equivalence of Year/Month/Day.
 DS3787
 DS3787.The orthometric height was determined by GPS observations and a
 DS3787.high-resolution geoid model using precise GPS observation and
 DS3787.processing techniques.
 DS3787
 DS3787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3787.GEOID18 height accuracy estimate available here.
 DS3787
 DS3787.Click photographs - Photos may exist for this station.
 DS3787
 DS3787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3787
 DS3787.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3787
 DS3787.The ellipsoidal height was determined by GPS observations
 DS3787.and is referenced to NAD 83.
 DS3787
 DS3787. The following values were computed from the NAD 83(2011) position.
 DS3787
 DS3787;                    North         East     Units Scale Factor Converg.
 DS3787;SPC NJ       -   125,152.712   159,171.745   MT  0.99990104   +0 04 08.2
 DS3787;SPC NJ       -   410,605.19    522,215.97   sFT  0.99990104   +0 04 08.2
 DS3787;UTM  18      - 4,423,567.900   551,873.494   MT  0.99963313   +0 23 24.3
 DS3787
 DS3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3787!SPC NJ       -   0.99999776  x   0.99990104  =   0.99989880
 DS3787!UTM  18      -   0.99999776  x   0.99963313  =   0.99963089
 DS3787
 DS3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5187323567(NAD 83)
 DS3787
 DS3787                          SUPERSEDED SURVEY CONTROL
 DS3787
 DS3787.No superseded survey control is available for this station.
 DS3787
 DS3787_MARKER: DD = SURVEY DISK
 DS3787_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3787_SP_SET: ELECTRICAL JUNCTION BOX
 DS3787_STAMPING: 15 Q 12 2025
 DS3787_MARK LOGO: NJGS
 DS3787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3787+STABILITY: SURFACE MOTION
 DS3787
 DS3787  HISTORY     - Date     Condition        Report By
 DS3787  HISTORY     - 20250401 MONUMENTED       NJGS
 DS3787
 DS3787                          STATION DESCRIPTION
 DS3787
 DS3787'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3787'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF LAKEHURST, 2.7
 DS3787'MI (4.3 KM) WEST-NORTHWEST OF KESWICK GROVE AND 0.8 MI (1.3 KM)
 DS3787'WEST-NORTHWEST OF WHITING, IN MANCHESTER TOWNSHIP.
 DS3787'
 DS3787'THE MARK IS LOCATED AT THE JUNCTION OF NEW JERSEY STATE HIGHWAY 70 AND
 DS3787'COUNTY ROUTE 539, SET IN AN ELECTRICAL JUNCTION BOX ON THE NORTHWEST
 DS3787'CORNER OF THE JUNCTION.
 DS3787'
 DS3787'THE STATION IS 32.8 FT (10.0 M) SOUTHEAST OF POLE NUMBER VZ1089, 19.5
 DS3787'FT (5.9 M) WEST OF A TRAFFIC SIGNAL MAST, 20.8 FT (6.3 M) NORTH OF
 DS3787'POLE NUMBER JC518MC, 5 FT (1.5 M) EAST OF THE NORTHEAST CORNER OF AN
 DS3787'ELECTRICAL CABINET NUMBER 1509101, 29 FT (8.8 M) WEST OF THE WEST CURB
 DS3787'OF COUNTY ROUTE 539, 32 FT (9.8 M) NORTH OF THE NORTH CURB OF NEW
 DS3787'JERSEY STATE HIGHWAY 70.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6782 ***********************************************************************
 KV6782  DESIGNATION -  15 Q 2
 KV6782  PID         -  KV6782
 KV6782  STATE/COUNTY-  NJ/OCEAN
 KV6782  COUNTRY     -  US
 KV6782  USGS QUAD   -  POINT PLEASANT (2019)
 KV6782
 KV6782                         *CURRENT SURVEY CONTROL
 KV6782  ______________________________________________________________________
 KV6782* NAD 83(2011) POSITION- 40 01 11.57632(N) 074 05 15.96499(W)   ADJUSTED
 KV6782* NAD 83(2011) ELLIP HT-   -31.878 (meters)        (06/27/12)   ADJUSTED
 KV6782* NAD 83(2011) EPOCH   -  2010.00
 KV6782* NAVD 88 ORTHO HEIGHT -     1.2   (meters)        4.    (feet) GPS OBS
 KV6782  ______________________________________________________________________
 KV6782  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6782  GEOID HEIGHT    -        -33.300 (meters)                     GEOID93
 KV6782  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 KV6782  NAD 83(2011) X  -  1,341,011.068 (meters)                     COMP
 KV6782  NAD 83(2011) Y  - -4,703,844.325 (meters)                     COMP
 KV6782  NAD 83(2011) Z  -  4,079,655.968 (meters)                     COMP
 KV6782  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 KV6782
 KV6782  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6782  Standards:
 KV6782         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6782            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6782  -------------------------------------------------------------------
 KV6782  NETWORK    0.65   0.86           0.25   0.28   0.44      0.13109585
 KV6782  -------------------------------------------------------------------
 KV6782  Click here for local accuracies and other accuracy information.
 KV6782
 KV6782.The horizontal coordinates were established by GPS observations
 KV6782.and adjusted by the National Geodetic Survey in June 2012.
 KV6782
 KV6782.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6782.been affixed to the stable North American tectonic plate. See 
 KV6782.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6782
 KV6782.The horizontal coordinates are valid at the epoch date displayed above
 KV6782.which is a decimal equivalence of Year/Month/Day.
 KV6782
 KV6782.The orthometric height was determined by GPS observations and a
 KV6782.high-resolution geoid model.
 KV6782
 KV6782.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6782.GEOID18 height accuracy estimate available here.
 KV6782
 KV6782.Click photographs - Photos may exist for this station.
 KV6782
 KV6782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6782
 KV6782.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6782
 KV6782.The ellipsoidal height was determined by GPS observations
 KV6782.and is referenced to NAD 83.
 KV6782
 KV6782. The following values were computed from the NAD 83(2011) position.
 KV6782
 KV6782;                    North         East     Units Scale Factor Converg.
 KV6782;SPC NJ       -   131,803.219   185,188.398   MT  0.99991524   +0 15 54.3
 KV6782;SPC NJ       -   432,424.39    607,572.27   sFT  0.99991524   +0 15 54.3
 KV6782;UTM  18      - 4,430,362.489   577,845.832   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 41.0
 KV6782:UTM  18      -  15 P 2                                   004 24 23.4
 KV6782
 KV6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7784530362(NAD 83)
 KV6782
 KV6782|---------------------------------------------------------------------|
 KV6782| PID    Reference Object                     Distance      Geod. Az  |
 KV6782|                                                           dddmmss.s |
 KV6782| KV6781 15 P 2                              APPROX. 0.6 KM 0045935.3 |
 KV6782|---------------------------------------------------------------------|
 KV6782
 KV6782                          SUPERSEDED SURVEY CONTROL
 KV6782
 KV6782  NAD 83(2007)-  40 01 11.57670(N)    074 05 15.96543(W) AD(2002.00) 0
 KV6782  ELLIP H (02/10/07)  -31.869  (m)                       GP(2002.00)    
 KV6782  ELLIP H (10/23/02)  -31.856  (m)                       GP(       ) 4 1
 KV6782  NAD 83(1996)-  40 01 11.57638(N)    074 05 15.96496(W) AD(       ) 1
 KV6782  ELLIP H (05/14/99)  -31.876  (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
 KV6782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6782.See file dsdata.pdf to determine how the superseded data were derived.
 KV6782
 KV6782_MARKER: DD = SURVEY DISK
 KV6782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 AM6919 ***********************************************************************
 AM6919  DESIGNATION -  15 Q 3
 AM6919  PID         -  AM6919
 AM6919  STATE/COUNTY-  NJ/OCEAN
 AM6919  COUNTRY     -  US
 AM6919  USGS QUAD   -  LONG BEACH NE (2019)
 AM6919
 AM6919                         *CURRENT SURVEY CONTROL
 AM6919  ______________________________________________________________________
 AM6919* NAD 83(1986) POSITION- 39 44 11.92   (N) 074 07 07.75   (W)   HD_HELD1
 AM6919* NAVD 88 ORTHO HEIGHT -     1.489 (meters)        4.89  (feet) ADJUSTED
 AM6919  ______________________________________________________________________
 AM6919  GEOID HEIGHT    -        -33.377 (meters)                     GEOID18
 AM6919  DYNAMIC HEIGHT  -          1.488 (meters)        4.88  (feet) COMP
 AM6919  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 AM6919
 AM6919  VERT ORDER      -  FIRST     CLASS II
 AM6919
 AM6919.The horizontal coordinates were determined by differentially corrected
 AM6919.hand held GPS observations or other comparable positioning techniques
 AM6919.and have an estimated accuracy of +/- 3 meters.
 AM6919
 AM6919.The orthometric height was determined by differential leveling and
 AM6919.adjusted by the NATIONAL GEODETIC SURVEY
 AM6919.in February 2021.
 AM6919
 AM6919.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6919.GEOID18 height accuracy estimate available here.
 AM6919
 AM6919.Click photographs - Photos may exist for this station.
 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       -   100,345.9     182,672.0     MT  (+/- 3 meters HH1 GPS) 
 AM6919
 AM6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7550698899(NAD 83)
 AM6919
 AM6919                          SUPERSEDED SURVEY CONTROL
 AM6919
 AM6919  NAVD 88 (03/25/05)    1.488  (m)            4.88   (f) SUPERSEDED  1 2
 AM6919
 AM6919.Superseded values are not recommended for survey control.
 AM6919
 AM6919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6919.See file dsdata.pdf to determine how the superseded data were derived.
 AM6919
 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 - June 03, 2020
 AM6919
 AM6919  HISTORY     - Date     Condition        Report By
 AM6919  HISTORY     - 2000     MONUMENTED       NJGS
 AM6919  HISTORY     - 20060421 GOOD             GEOCAC
 AM6919  HISTORY     - 20100326 GOOD             NJGS
 AM6919  HISTORY     - 20200603 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AM6919
 AM6919                          STATION RECOVERY (2010)
 AM6919
 AM6919'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AM6919'RECOVERED IN GOOD CONDITION.
 AM6919
 AM6919                          STATION RECOVERY (2020)
 AM6919
 AM6919'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6919'RECOVERED IN GOOD CONDITION.
 AM6919'
 AM6919'NOTE-ADD-THE FLAG POLE WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6000 ***********************************************************************
 DM6000  DESIGNATION -  15 Q 4
 DM6000  PID         -  DM6000
 DM6000  STATE/COUNTY-  NJ/OCEAN
 DM6000  COUNTRY     -  US
 DM6000  USGS QUAD   -  SEASIDE PARK (2019)
 DM6000
 DM6000                         *CURRENT SURVEY CONTROL
 DM6000  ______________________________________________________________________
 DM6000* NAD 83(1986) POSITION- 39 56 35.     (N) 074 05 22.     (W)   SCALED
 DM6000* NAVD 88 ORTHO HEIGHT -     1.253 (meters)        4.11  (feet) ADJUSTED
 DM6000  ______________________________________________________________________
 DM6000  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 DM6000  DYNAMIC HEIGHT  -          1.253 (meters)        4.11  (feet) COMP
 DM6000  MODELED GRAVITY -    980,163.1   (mgal)                       NAVD 88
 DM6000
 DM6000  VERT ORDER      -  FIRST     CLASS II
 DM6000
 DM6000.The horizontal coordinates were scaled from a map and have
 DM6000.an estimated accuracy of +/- 6 seconds.
 DM6000
 DM6000.The orthometric height was determined by differential leveling and
 DM6000.adjusted by the NATIONAL GEODETIC SURVEY
 DM6000.in May 2011.
 DM6000
 DM6000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6000.GEOID18 height accuracy estimate available here.
 DM6000
 DM6000.Click photographs - Photos may exist for this station.
 DM6000
 DM6000.The dynamic height is computed by dividing the NAVD 88
 DM6000.geopotential number by the normal gravity value computed on the
 DM6000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6000.degrees latitude (g = 980.6199 gals.).
 DM6000
 DM6000.The modeled gravity was interpolated from observed gravity values.
 DM6000
 DM6000;                    North         East    Units  Estimated Accuracy
 DM6000;SPC NJ       -   123,270.      185,090.      MT  (+/- 180 meters Scaled)
 DM6000
 DM6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK777218(NAD 83)
 DM6000
 DM6000                          SUPERSEDED SURVEY CONTROL
 DM6000
 DM6000.No superseded survey control is available for this station.
 DM6000
 DM6000_MARKER: DD = SURVEY DISK
 DM6000_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6000_SP_SET: ELECTRICAL BOX BASE
 DM6000_STAMPING: 15 Q 4 2007
 DM6000_MARK LOGO: NJGS
 DM6000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6000+STABILITY: SURFACE MOTION
 DM6000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6000+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM6000
 DM6000  HISTORY     - Date     Condition        Report By
 DM6000  HISTORY     - 20070808 MONUMENTED       NJGS
 DM6000
 DM6000                          STATION DESCRIPTION
 DM6000
 DM6000'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6000'THE STATION IS LOCATED IN BERKELEY TOWNSHIP, PELICAN ISLAND, SET IN A
 DM6000'DRILL HOLE IN THE NORTHEAST CORNER OF AN ELECTRICAL MANHOLE BASE ON
 DM6000'THE NORTHWEST CORNER OF CATALINA AVENUE AND NJ ROUTE 37 WEST BOUND ON
 DM6000'PELICAN ISLAND.
 DM6000'
 DM6000'THE STATION IS 7.1 FT (2.2 M) NORTH OF THE NORTH CUB OF ROUTE 37, 38.0
 DM6000'FT (11.6 M) WEST OF THE CENTERLINE OF CATALINA AVENUE, 11.9 FT (3.6 M)
 DM6000'NORTHEAST OF POLE JC34B, 27.5 FT (8.4 M) EAST OF THE CENTERLINE OF A
 DM6000'WALKWAY LEADING TO HOUSE NUMBER 302, 5.0 FT (1.5 M) NORTHWEST OF A
 DM6000'TRAFFIC SIGNAL POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7939 ***********************************************************************
 DP7939  DESIGNATION -  15 Q 5
 DP7939  PID         -  DP7939
 DP7939  STATE/COUNTY-  NJ/OCEAN
 DP7939  COUNTRY     -  US
 DP7939  USGS QUAD   -  POINT PLEASANT (2019)
 DP7939
 DP7939                         *CURRENT SURVEY CONTROL
 DP7939  ______________________________________________________________________
 DP7939* NAD 83(1986) POSITION- 40 02 25.85   (N) 074 03 23.98   (W)   HD_HELD1
 DP7939* NAVD 88 ORTHO HEIGHT -     5.154 (meters)       16.91  (feet) ADJUSTED
 DP7939  ______________________________________________________________________
 DP7939  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 DP7939  DYNAMIC HEIGHT  -          5.151 (meters)       16.90  (feet) COMP
 DP7939  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 DP7939
 DP7939  VERT ORDER      -  FIRST     CLASS II
 DP7939
 DP7939.The horizontal coordinates were determined by differentially corrected
 DP7939.hand held GPS observations or other comparable positioning techniques
 DP7939.and have an estimated accuracy of +/- 3 meters.
 DP7939
 DP7939.The orthometric height was determined by differential leveling and
 DP7939.adjusted by the NATIONAL GEODETIC SURVEY
 DP7939.in September 2015.
 DP7939
 DP7939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7939.GEOID18 height accuracy estimate available here.
 DP7939
 DP7939.Click photographs - Photos may exist for this station.
 DP7939
 DP7939.The dynamic height is computed by dividing the NAVD 88
 DP7939.geopotential number by the normal gravity value computed on the
 DP7939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7939.degrees latitude (g = 980.6199 gals.).
 DP7939
 DP7939.The modeled gravity was interpolated from observed gravity values.
 DP7939
 DP7939;                    North         East    Units  Estimated Accuracy
 DP7939;SPC NJ       -   134,106.6     187,832.3     MT  (+/- 3 meters HH1 GPS) 
 DP7939
 DP7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8047632680(NAD 83)
 DP7939
 DP7939                          SUPERSEDED SURVEY CONTROL
 DP7939
 DP7939.No superseded survey control is available for this station.
 DP7939
 DP7939_MARKER: DD = SURVEY DISK
 DP7939_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7939_SP_SET: BRIDGE ABUTMENT
 DP7939_STAMPING: 15 Q 5 2012
 DP7939_MARK LOGO: NJGS
 DP7939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7939+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7939
 DP7939  HISTORY     - Date     Condition        Report By
 DP7939  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7939
 DP7939                          STATION DESCRIPTION
 DP7939
 DP7939'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7939'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH OF SEASIDE PARK,
 DP7939'3.5 MI (5.6 KM) SOUTH OF POINT PLEASANT BEACH AND 3.0 MI (4.8 KM)
 DP7939'SOUTH-SOUTHEAST OF POINT PLEASANT.
 DP7939'
 DP7939'THE STATION IS LOCATED IN BRICK TOWNSHIP.
 DP7939'
 DP7939'THE STATION IS ON THE SOUTH SIDE OF HERBERT STREET (COUNTY ROAD 528),
 DP7939'AT THE WEST END OF THE BRIDGE (STRUCTURE NO. 06006) CARRYING COUNTY
 DP7939'ROAD 528 OVER THE BARNEGAT BAY, SET FLUSH IN A DRILL HOLE IN THE TOP
 DP7939'OF THE SOUTHWEST ABUTMENT AND LEVEL WITH THE BRIDGE SIDEWALK.
 DP7939'
 DP7939'THE STATION IS 2.5 FT (0.8 M) SOUTH FROM THE SOUTH CURB OF HERBERT
 DP7939'STREET, 38.0 FT (11.6 M) EAST-NORTHEAST FROM AN ALUMINUM LIGHT POLE,
 DP7939'2.5 FT (0.8 M) WEST FROM THE EAST END OF THE SOUTHWEST ABUTMENT AND
 DP7939'69.0 FT (21.0 M) WEST FROM AN INLET CURB PIECE ON THE SOUTH SIDE OF
 DP7939'HERBERT STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7971 ***********************************************************************
 DP7971  DESIGNATION -  15 Q 6
 DP7971  PID         -  DP7971
 DP7971  STATE/COUNTY-  NJ/OCEAN
 DP7971  COUNTRY     -  US
 DP7971  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7971
 DP7971                         *CURRENT SURVEY CONTROL
 DP7971  ______________________________________________________________________
 DP7971* NAD 83(1986) POSITION- 39 48 51.25   (N) 074 05 32.61   (W)   HD_HELD1
 DP7971* NAVD 88 ORTHO HEIGHT -     2.136 (meters)        7.01  (feet) ADJUSTED
 DP7971  ______________________________________________________________________
 DP7971  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 DP7971  DYNAMIC HEIGHT  -          2.135 (meters)        7.00  (feet) COMP
 DP7971  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 DP7971
 DP7971  VERT ORDER      -  FIRST     CLASS II
 DP7971
 DP7971.The horizontal coordinates were determined by differentially corrected
 DP7971.hand held GPS observations or other comparable positioning techniques
 DP7971.and have an estimated accuracy of +/- 3 meters.
 DP7971
 DP7971.The orthometric height was determined by differential leveling and
 DP7971.adjusted by the NATIONAL GEODETIC SURVEY
 DP7971.in September 2015.
 DP7971
 DP7971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7971.GEOID18 height accuracy estimate available here.
 DP7971
 DP7971.Click photographs - Photos may exist for this station.
 DP7971
 DP7971.The dynamic height is computed by dividing the NAVD 88
 DP7971.geopotential number by the normal gravity value computed on the
 DP7971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7971.degrees latitude (g = 980.6199 gals.).
 DP7971
 DP7971.The modeled gravity was interpolated from observed gravity values.
 DP7971
 DP7971;                    North         East    Units  Estimated Accuracy
 DP7971;SPC NJ       -   108,970.1     184,897.9     MT  (+/- 3 meters HH1 GPS) 
 DP7971
 DP7971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7768307533(NAD 83)
 DP7971
 DP7971                          SUPERSEDED SURVEY CONTROL
 DP7971
 DP7971.No superseded survey control is available for this station.
 DP7971
 DP7971_MARKER: DD = SURVEY DISK
 DP7971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7971_STAMPING: 15 Q 6 2012
 DP7971_MARK LOGO: NJGS
 DP7971_PROJECTION: FLUSH
 DP7971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7971+STABILITY: SURFACE MOTION
 DP7971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7971+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2021
 DP7971
 DP7971  HISTORY     - Date     Condition        Report By
 DP7971  HISTORY     - 20120411 MONUMENTED       NJGS
 DP7971  HISTORY     - 20200128 GOOD             NJGS
 DP7971  HISTORY     - 20211222 GOOD             NJGS
 DP7971
 DP7971                          STATION DESCRIPTION
 DP7971
 DP7971'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7971'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH OF SEASIDE PARK,
 DP7971'5.5 MI (8.8 KM) EAST-SOUTHEAST OF FORKED RIVER AND 4.0 MI (6.4 KM)
 DP7971'NORTH OF BARNEGAT LIGHT.
 DP7971'
 DP7971'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7971'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7971'
 DP7971'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7971'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7971'ROAD FOR 6.45 MI (10.4 KM) TO A PAVED ENTRANCE DRIVE LEADING TO A
 DP7971'PAVED PARKING LOT FOR BEACH ACCESS PATH NO. 13 ON THE LEFT.  TURN LEFT
 DP7971'AND GO SOUTHEAST INTO THE PARKING LOT FOR 155 FT (47.2 M) TO A SAND
 DP7971'PATH BORDERED BY A 4 FT (1.2 M) HIGH WOODEN POST AND RAIL FENCE
 DP7971'LEADING TO A SINGLE STORY CONCRETE BLOCK RESTROOM FACILITY AND THE
 DP7971'STATION ON THE RIGHT, SET FLUSH WITH THE GROUND AT THE EAST EDGE OF
 DP7971'THE PAVED PARKING LOT.
 DP7971'
 DP7971'THE STATION IS 5.3 FT (1.6 M) EAST FROM THE EAST EDGE OF PAVING, 57.6
 DP7971'FT (17.6 M) SOUTH FROM CENTERLINE RANGE EXTENDED OF THE ENTRANCE DRIVE
 DP7971'INTO THE PARKING LOT, 2.7 FT (0.8 M) EAST FROM AND NORMAL TO A 4 FT
 DP7971'(1.2 M) HIGH WOODEN POST AND RAIL FENCE, 15.4 FT (4.7 M) SOUTHEAST
 DP7971'FROM A WOODEN POST AND AN ANGLE POINT IN THE FENCE, 12.2 FT (3.7 M)
 DP7971'SOUTHWEST FROM THE CENTERLINE OF THE SAND PATH LEADING TO THE RESTROOM
 DP7971'FACILITY AND 1.3 FT (0.4 M) WEST FROM A METAL WITNESS POST WITH SIGN
 DP7971'ATTACHED.
 DP7971
 DP7971                          STATION RECOVERY (2020)
 DP7971
 DP7971'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 DP7971'RECOVERED IN GOOD CONDITION.
 DP7971
 DP7971                          STATION RECOVERY (2021)
 DP7971
 DP7971'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DP7971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3991 ***********************************************************************
 DQ3991  DESIGNATION -  15 Q 7
 DQ3991  PID         -  DQ3991
 DQ3991  STATE/COUNTY-  NJ/OCEAN
 DQ3991  COUNTRY     -  US
 DQ3991  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3991
 DQ3991                         *CURRENT SURVEY CONTROL
 DQ3991  ______________________________________________________________________
 DQ3991* NAD 83(1986) POSITION- 39 59 16.41   (N) 074 03 54.47   (W)   HD_HELD1
 DQ3991* NAVD 88 ORTHO HEIGHT -     1.550 (meters)        5.09  (feet) ADJUSTED
 DQ3991  ______________________________________________________________________
 DQ3991  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 DQ3991  DYNAMIC HEIGHT  -          1.549 (meters)        5.08  (feet) COMP
 DQ3991  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 DQ3991
 DQ3991  VERT ORDER      -  FIRST     CLASS II
 DQ3991
 DQ3991.The horizontal coordinates were determined by differentially corrected
 DQ3991.hand held GPS observations or other comparable positioning techniques
 DQ3991.and have an estimated accuracy of +/- 3 meters.
 DQ3991
 DQ3991.The orthometric height was determined by differential leveling and
 DQ3991.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3991.in March 2017.
 DQ3991
 DQ3991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3991.GEOID18 height accuracy estimate available here.
 DQ3991
 DQ3991.Click photographs - Photos may exist for this station.
 DQ3991
 DQ3991.The dynamic height is computed by dividing the NAVD 88
 DQ3991.geopotential number by the normal gravity value computed on the
 DQ3991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3991.degrees latitude (g = 980.6199 gals.).
 DQ3991
 DQ3991.The modeled gravity was interpolated from observed gravity values.
 DQ3991
 DQ3991;                    North         East    Units  Estimated Accuracy
 DQ3991;SPC NJ       -   128,260.7     187,138.1     MT  (+/- 3 meters HH1 GPS) 
 DQ3991
 DQ3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7981426831(NAD 83)
 DQ3991
 DQ3991                          SUPERSEDED SURVEY CONTROL
 DQ3991
 DQ3991.No superseded survey control is available for this station.
 DQ3991
 DQ3991_MARKER: DD = SURVEY DISK
 DQ3991_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ3991_SP_SET: ELECTRICAL JUNCTION BOX
 DQ3991_STAMPING: 15 Q 7 2015
 DQ3991_MARK LOGO: NJGS
 DQ3991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3991+STABILITY: SURFACE MOTION
 DQ3991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3991+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ3991
 DQ3991  HISTORY     - Date     Condition        Report By
 DQ3991  HISTORY     - 20151110 MONUMENTED       NJGS
 DQ3991
 DQ3991                          STATION DESCRIPTION
 DQ3991
 DQ3991'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3991'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH OF POINT PLEASANT
 DQ3991'BEACH, 6.6 MI (10.6 KM) SOUTH OF POINT PLEASANT AND 4.3 MI (6.9 KM)
 DQ3991'NORTH OF SEASIDE PARK, IN CHADWICK.
 DQ3991'
 DQ3991'THE STATION IS SET IN THE NORTHWEST CORNER OF A TRAFFIC ELECTRICAL
 DQ3991'JUNCTION BOX ON THE NORTHWEST CORNER OF THE JUNCTION OF NEW JERSEY
 DQ3991'STATE ROUTE 35 NORTHBOUND AND KITTIWAKE AVENUE.
 DQ3991'
 DQ3991'THE STATION IS 22.5 FT (6.9 M) SOUTH OF THE CENTERLINE OF KITTIWAKE
 DQ3991'AVENUE, 25 WEST OF THE CENTERLINE OF NORTHBOUND NEW JERSEY STATE ROUTE
 DQ3991'35, 45.5 FT (13.9 M) A OF POLE NUMBER JC287DV, 38.5 FT (11.7 M) NORTH
 DQ3991'OF THE CENTER OF A NJDT FIBER OPTIC MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4003 ***********************************************************************
 DQ4003  DESIGNATION -  15 Q 8
 DQ4003  PID         -  DQ4003
 DQ4003  STATE/COUNTY-  NJ/OCEAN
 DQ4003  COUNTRY     -  US
 DQ4003  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4003
 DQ4003                         *CURRENT SURVEY CONTROL
 DQ4003  ______________________________________________________________________
 DQ4003* NAD 83(1986) POSITION- 39 56 12.95   (N) 074 04 40.74   (W)   HD_HELD1
 DQ4003* NAVD 88 ORTHO HEIGHT -     1.377 (meters)        4.52  (feet) ADJUSTED
 DQ4003  ______________________________________________________________________
 DQ4003  GEOID HEIGHT    -        -33.101 (meters)                     GEOID18
 DQ4003  DYNAMIC HEIGHT  -          1.377 (meters)        4.52  (feet) COMP
 DQ4003  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 DQ4003
 DQ4003  VERT ORDER      -  FIRST     CLASS II
 DQ4003
 DQ4003.The horizontal coordinates were determined by differentially corrected
 DQ4003.hand held GPS observations or other comparable positioning techniques
 DQ4003.and have an estimated accuracy of +/- 3 meters.
 DQ4003
 DQ4003.The orthometric height was determined by differential leveling and
 DQ4003.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4003.in March 2017.
 DQ4003
 DQ4003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4003.GEOID18 height accuracy estimate available here.
 DQ4003
 DQ4003.Click photographs - Photos may exist for this station.
 DQ4003
 DQ4003.The dynamic height is computed by dividing the NAVD 88
 DQ4003.geopotential number by the normal gravity value computed on the
 DQ4003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4003.degrees latitude (g = 980.6199 gals.).
 DQ4003
 DQ4003.The modeled gravity was interpolated from observed gravity values.
 DQ4003
 DQ4003;                    North         East    Units  Estimated Accuracy
 DQ4003;SPC NJ       -   122,597.5     186,067.2     MT  (+/- 3 meters HH1 GPS) 
 DQ4003
 DQ4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7877621164(NAD 83)
 DQ4003
 DQ4003                          SUPERSEDED SURVEY CONTROL
 DQ4003
 DQ4003.No superseded survey control is available for this station.
 DQ4003
 DQ4003_MARKER: DD = SURVEY DISK
 DQ4003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4003_STAMPING: 15 Q 8 2015
 DQ4003_MARK LOGO: NJDT
 DQ4003_PROJECTION: FLUSH
 DQ4003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4003+STABILITY: SURFACE MOTION
 DQ4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4003+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4003
 DQ4003  HISTORY     - Date     Condition        Report By
 DQ4003  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4003  HISTORY     - 20151110 GOOD             NJGS
 DQ4003
 DQ4003                          STATION DESCRIPTION
 DQ4003
 DQ4003'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4003'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF FORKED
 DQ4003'RIVER, 6.5 MI (10.5 KM) EAST OF TOMS RIVER AND 0.7 MI (1.1 KM) NORTH
 DQ4003'OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4003'
 DQ4003'THE STATION IS SET IN A GRASS AREA BETWEEN THE SOUTHBOUND LANES OF NEW
 DQ4003'JERSEY STATE ROUTE 35 AND FARRAGUT AVENUE, ABOUT 110 FT (33.5 M)
 DQ4003'WEST-NORTHWEST OF THE EAST NOSE OF THE FARRAGUT ENTRANCE ONTO
 DQ4003'SOUTHBOUND NEW JERSEY STATE ROUTE 35.
 DQ4003'
 DQ4003'THE STATION IS 8 FT (2.4 M) SOUTH OF THE SOUTH CURB OF NEW JERSEY
 DQ4003'STATE ROUTE 35, 5 FT (1.5 M) SOUTH OF A SIGN (HIDDEN DRIVEWAY), 37 FT
 DQ4003'(11.3 M) NORTH OF THE NORTH CURB OF FARRAGUT AVENUE, 13.5 FT (4.1 M)
 DQ4003'SOUTHEAST OF THE CENTER OF AN INLET CURB PIECE, 51 FT (15.5 M) NORTH
 DQ4003'OF THE CENTERLINE OF FARRAGUT AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6456 ***********************************************************************
 DR6456  DESIGNATION -  15 Q 9
 DR6456  PID         -  DR6456
 DR6456  STATE/COUNTY-  NJ/OCEAN
 DR6456  COUNTRY     -  US
 DR6456  USGS QUAD   -  WEST CREEK (2019)
 DR6456
 DR6456                         *CURRENT SURVEY CONTROL
 DR6456  ______________________________________________________________________
 DR6456* NAD 83(1986) POSITION- 39 41 14.86   (N) 074 15 57.45   (W)   HD_HELD1
 DR6456* NAVD 88 ORTHO HEIGHT -    10.473 (meters)       34.36  (feet) ADJUSTED
 DR6456  ______________________________________________________________________
 DR6456  GEOID HEIGHT    -        -33.268 (meters)                     GEOID18
 DR6456  DYNAMIC HEIGHT  -         10.468 (meters)       34.34  (feet) COMP
 DR6456  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 DR6456
 DR6456  VERT ORDER      -  FIRST     CLASS II
 DR6456
 DR6456.The horizontal coordinates were determined by differentially corrected
 DR6456.hand held GPS observations or other comparable positioning techniques
 DR6456.and have an estimated accuracy of +/- 3 meters.
 DR6456
 DR6456.The orthometric height was determined by differential leveling and
 DR6456.adjusted by the NATIONAL GEODETIC SURVEY
 DR6456.in February 2021.
 DR6456
 DR6456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6456.GEOID18 height accuracy estimate available here.
 DR6456
 DR6456.Click photographs - Photos may exist for this station.
 DR6456
 DR6456.The dynamic height is computed by dividing the NAVD 88
 DR6456.geopotential number by the normal gravity value computed on the
 DR6456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6456.degrees latitude (g = 980.6199 gals.).
 DR6456
 DR6456.The modeled gravity was interpolated from observed gravity values.
 DR6456
 DR6456;                    North         East    Units  Estimated Accuracy
 DR6456;SPC NJ       -    94,842.4     170,074.5     MT  (+/- 3 meters HH1 GPS) 
 DR6456
 DR6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6294293326(NAD 83)
 DR6456
 DR6456                          SUPERSEDED SURVEY CONTROL
 DR6456
 DR6456.No superseded survey control is available for this station.
 DR6456
 DR6456_MARKER: DD = SURVEY DISK
 DR6456_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6456_SP_SET: TRAFFIC SIGNAL BASE
 DR6456_STAMPING: 15 Q 9 2019
 DR6456_MARK LOGO: NJGS
 DR6456_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6456+STABILITY: SURFACE MOTION
 DR6456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6456+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2019
 DR6456
 DR6456  HISTORY     - Date     Condition        Report By
 DR6456  HISTORY     - 20190418 MONUMENTED       NJGS
 DR6456
 DR6456                          STATION DESCRIPTION
 DR6456
 DR6456'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6456'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 DR6456'BROOKVILLE, 5.5 MI (8.8 KM) NORTHWEST OF SHIP BOTTOM AND 4.3 MI (6.9
 DR6456'KM) NORTH-NORTHEAST OF WEST CREEK, IN STAFFORD TOWNSHIP.
 DR6456'
 DR6456'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND NEW
 DR6456'JERSEY STATE ROUTE 72, GO 0.55 MI (0.88 KM) SOUTHWEST ON U.S. HIGHWAY
 DR6456'9 TO THE STATION ON THE RIGHT AT THE INTERSECTION OF U.S. HIGHWAY 9
 DR6456'AND MCKINLEY AVENUE, SET IN A DRILL HOLE IN THE TRAFFIC SIGN BASE ON
 DR6456'THE SOUTHWEST CORNER OF MCKINLEY AVENUE AND U.S. HIGHWAY 9.
 DR6456'
 DR6456'IT IS 14.9 FT (4.5 M) NORTHWEST OF UTILITY POLE NUMBER 84382-41302,
 DR6456'7.8 FT (2.4 M) WEST-SOUTHWEST OF FACE OF CURB OF HANDICAP OF SOUTHWEST
 DR6456'EDGE OF MCKINLEY AVENUE, 41.8 FT (12.7 M) SOUTHEAST OF UTILITY POLE
 DR6456'NUMBER 84674-41308, 34.8 FT (10.6 M) SOUTHEAST OF THE CENTERLINE OF
 DR6456'THE FACE OF THE CURB HEAD OF AN INLET AND 7.9 FT (2.4 M) NORTH
 DR6456'CENTERLINE OF A JUNCTION BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6304 ***********************************************************************
 KV6304  DESIGNATION -  15 R 1
 KV6304  PID         -  KV6304
 KV6304  STATE/COUNTY-  NJ/OCEAN
 KV6304  COUNTRY     -  US
 KV6304  USGS QUAD   -  ADELPHIA (2019)
 KV6304
 KV6304                         *CURRENT SURVEY CONTROL
 KV6304  ______________________________________________________________________
 KV6304* NAD 83(1986) POSITION- 40 09 25.     (N) 074 19 21.     (W)   SCALED
 KV6304* NAVD 88 ORTHO HEIGHT -    34.685 (meters)      113.80  (feet) ADJUSTED
 KV6304  ______________________________________________________________________
 KV6304  GEOID HEIGHT    -        -32.450 (meters)                     GEOID18
 KV6304  DYNAMIC HEIGHT  -         34.670 (meters)      113.75  (feet) COMP
 KV6304  MODELED GRAVITY -    980,202.3   (mgal)                       NAVD 88
 KV6304
 KV6304  VERT ORDER      -  FIRST     CLASS II
 KV6304
 KV6304.The horizontal coordinates were scaled from a map and have
 KV6304.an estimated accuracy of +/- 6 seconds.
 KV6304
 KV6304.The orthometric height was determined by differential leveling and
 KV6304.adjusted by the NATIONAL GEODETIC SURVEY
 KV6304.in June 1991.
 KV6304
 KV6304.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6304.GEOID18 height accuracy estimate available here.
 KV6304
 KV6304.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK576453(NAD 83)
 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
 KV6304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6304.See file dsdata.pdf to determine how the superseded data were derived.
 KV6304
 KV6304_MARKER: DD = SURVEY DISK
 KV6304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DR6488 ***********************************************************************
 DR6488  DESIGNATION -  15 R 10
 DR6488  PID         -  DR6488
 DR6488  STATE/COUNTY-  NJ/OCEAN
 DR6488  COUNTRY     -  US
 DR6488  USGS QUAD   -  TUCKERTON (2019)
 DR6488
 DR6488                         *CURRENT SURVEY CONTROL
 DR6488  ______________________________________________________________________
 DR6488* NAD 83(1986) POSITION- 39 32 06.12   (N) 074 15 45.80   (W)   HD_HELD1
 DR6488* NAVD 88 ORTHO HEIGHT -     2.080 (meters)        6.82  (feet) ADJUSTED
 DR6488  ______________________________________________________________________
 DR6488  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 DR6488  DYNAMIC HEIGHT  -          2.079 (meters)        6.82  (feet) COMP
 DR6488  MODELED GRAVITY -    980,130.4   (mgal)                       NAVD 88
 DR6488
 DR6488  VERT ORDER      -  FIRST     CLASS II
 DR6488
 DR6488.The horizontal coordinates were determined by differentially corrected
 DR6488.hand held GPS observations or other comparable positioning techniques
 DR6488.and have an estimated accuracy of +/- 3 meters.
 DR6488
 DR6488.The orthometric height was determined by differential leveling and
 DR6488.adjusted by the NATIONAL GEODETIC SURVEY
 DR6488.in February 2021.
 DR6488
 DR6488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6488.GEOID18 height accuracy estimate available here.
 DR6488
 DR6488.Click photographs - Photos may exist for this station.
 DR6488
 DR6488.The dynamic height is computed by dividing the NAVD 88
 DR6488.geopotential number by the normal gravity value computed on the
 DR6488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6488.degrees latitude (g = 980.6199 gals.).
 DR6488
 DR6488.The modeled gravity was interpolated from observed gravity values.
 DR6488
 DR6488;                    North         East    Units  Estimated Accuracy
 DR6488;SPC NJ       -    77,921.1     170,396.8     MT  (+/- 3 meters HH1 GPS) 
 DR6488
 DR6488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6335876412(NAD 83)
 DR6488
 DR6488                          SUPERSEDED SURVEY CONTROL
 DR6488
 DR6488.No superseded survey control is available for this station.
 DR6488
 DR6488_MARKER: DD = SURVEY DISK
 DR6488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR6488_SP_SET: WATER TANK LEG FOUNDATION
 DR6488_STAMPING: 15 R 10 2019
 DR6488_MARK LOGO: NJGS
 DR6488_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6488+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2019
 DR6488
 DR6488  HISTORY     - Date     Condition        Report By
 DR6488  HISTORY     - 20190822 MONUMENTED       NJGS
 DR6488
 DR6488                          STATION DESCRIPTION
 DR6488
 DR6488'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6488'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF WEST
 DR6488'CREEK, 6.3 MI (10.1 KM) SOUTHEAST OF TUCKERTON AND 2.0 MI (3.2 KM)
 DR6488'SOUTH-SOUTHWEST OF BEACH HAVEN, IN THE TOWN OF HOLGATE, NEW JERSEY.
 DR6488'
 DR6488'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6488'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 9.2 MI (14.8 KM) SOUTH
 DR6488'ON LONG BEACH BOULEVARD TO THE JUNCTION WITH WEST ROOSEVELT AVENUE.
 DR6488'TURN RIGHT AND GO 0. 1 MI (1.6 KM) NORTHWEST ON WEST ROOSEVELT AVENUE
 DR6488'TO THE HOLGATE MUNICIPAL COMPLEX AND THE WATER TANK ON THE RIGHT, SET
 DR6488'IN A DRILL HOLE IN THE SOUTH LEG OF THE WATER TANK.
 DR6488'
 DR6488'IT IS 10.3 FT (3.1 M) NORTH OF THE EAST CORNER OF A METAL STEPS FOR
 DR6488'THE VERIZON BUILDING, 26.3 FT (8.0 M) EAST OF THE EAST CORNER OF THE
 DR6488'PUMP STATION BUILDING (1-STORY BLOCK), 80 FT (24.4 M) NORTHEAST OF THE
 DR6488'CENTERLINE OF WEST ROOSEVELT AVENUE AND 166 FT (50.6 M) SOUTHWEST OF
 DR6488'THE CENTERLINE OF PERSHING AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6510 ***********************************************************************
 DR6510  DESIGNATION -  15 R 11
 DR6510  PID         -  DR6510
 DR6510  STATE/COUNTY-  NJ/OCEAN
 DR6510  COUNTRY     -  US
 DR6510  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6510
 DR6510                         *CURRENT SURVEY CONTROL
 DR6510  ______________________________________________________________________
 DR6510* NAD 83(1986) POSITION- 39 39 35.48   (N) 074 11 53.32   (W)   HD_HELD1
 DR6510* NAVD 88 ORTHO HEIGHT -     2.061 (meters)        6.76  (feet) ADJUSTED
 DR6510  ______________________________________________________________________
 DR6510  GEOID HEIGHT    -        -33.494 (meters)                     GEOID18
 DR6510  DYNAMIC HEIGHT  -          2.060 (meters)        6.76  (feet) COMP
 DR6510  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 DR6510
 DR6510  VERT ORDER      -  FIRST     CLASS II
 DR6510
 DR6510.The horizontal coordinates were determined by differentially corrected
 DR6510.hand held GPS observations or other comparable positioning techniques
 DR6510.and have an estimated accuracy of +/- 3 meters.
 DR6510
 DR6510.The orthometric height was determined by differential leveling and
 DR6510.adjusted by the NATIONAL GEODETIC SURVEY
 DR6510.in February 2021.
 DR6510
 DR6510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6510.GEOID18 height accuracy estimate available here.
 DR6510
 DR6510.Click photographs - Photos may exist for this station.
 DR6510
 DR6510.The dynamic height is computed by dividing the NAVD 88
 DR6510.geopotential number by the normal gravity value computed on the
 DR6510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6510.degrees latitude (g = 980.6199 gals.).
 DR6510
 DR6510.The modeled gravity was interpolated from observed gravity values.
 DR6510
 DR6510;                    North         East    Units  Estimated Accuracy
 DR6510;SPC NJ       -    91,795.0     175,901.5     MT  (+/- 3 meters HH1 GPS) 
 DR6510
 DR6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6878490312(NAD 83)
 DR6510
 DR6510                          SUPERSEDED SURVEY CONTROL
 DR6510
 DR6510.No superseded survey control is available for this station.
 DR6510
 DR6510_MARKER: DD = SURVEY DISK
 DR6510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6510_STAMPING: 15 R 11 2019
 DR6510_MARK LOGO: NJDT
 DR6510_PROJECTION: FLUSH
 DR6510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6510+STABILITY: SURFACE MOTION
 DR6510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6510+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 DR6510
 DR6510  HISTORY     - Date     Condition        Report By
 DR6510  HISTORY     - 2019     MONUMENTED       NJDT
 DR6510  HISTORY     - 20200603 GOOD             NJGS
 DR6510
 DR6510                          STATION DESCRIPTION
 DR6510
 DR6510'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6510'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF BEACH
 DR6510'HAVEN, 6.1 MI (9.8 KM) EAST-NORTHEAST OF WEST CREEK AND 1.5 MI (2.4
 DR6510'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6510'
 DR6510'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 DR6510'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 DR6510'SHIP BOTTOM, GO 1.45 MI (2.33 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 DR6510'JERSEY STATE ROUTE 72 TO THE STATION ON THE RIGHT.
 DR6510'
 DR6510'THE STATION IS 29 FT (8.8 M) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK,
 DR6510'38 FT (11.6 M) SOUTH-SOUTHWEST OF POLE NUMBER P6963/86601/40318, 48.1
 DR6510'FT (14.7 M) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF NEW
 DR6510'JERSEY STATE HIGHWAY 72, 32 FT (9.8 M) SOUTHEAST OF AN INLET AND 70.7
 DR6510'FT (21.5 M) NORTHWEST OF THE CENTERLINE OF A CONCRETE ISLAND.
 DR6510'
 DR6510'NOTE-STATION IS A NEW JERSEY STATE HIGHWAY 72 DOT WESTBOUND BASELINE
 DR6510'MONUMENT (STA 620+29.693 OFFSET L 45.950).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3788 ***********************************************************************
 DS3788  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3788  DESIGNATION -  15 R 12
 DS3788  PID         -  DS3788
 DS3788  STATE/COUNTY-  NJ/OCEAN
 DS3788  COUNTRY     -  US
 DS3788  USGS QUAD   -  KESWICK GROVE (2019)
 DS3788
 DS3788                         *CURRENT SURVEY CONTROL
 DS3788  ______________________________________________________________________
 DS3788* NAD 83(2011) POSITION- 39 55 18.22220(N) 074 15 33.85428(W)   ADJUSTED
 DS3788* NAD 83(2011) ELLIP HT-   -12.689 (meters)        (07/29/25)   ADJUSTED
 DS3788* NAD 83(2011) EPOCH   -  2010.00
 DS3788* NAVD 88 ORTHO HEIGHT -    20.29  (meters)       66.6   (feet) GPS OBS
 DS3788  ______________________________________________________________________
 DS3788  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 DS3788  NAD 83(2011) X  -  1,328,817.445 (meters)                     COMP
 DS3788  NAD 83(2011) Y  - -4,714,593.069 (meters)                     COMP
 DS3788  NAD 83(2011) Z  -  4,071,316.076 (meters)                     COMP
 DS3788  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 DS3788
 DS3788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3788  Standards:
 DS3788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3788  -------------------------------------------------------------------
 DS3788  NETWORK    0.64   1.23           0.29   0.22   0.63     -0.17786859
 DS3788  -------------------------------------------------------------------
 DS3788  Click here for local accuracies and other accuracy information.
 DS3788
 DS3788.The horizontal coordinates were established by GPS observations
 DS3788.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3788
 DS3788.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3788.frame has been affixed to the stable North American tectonic plate 
 DS3788
 DS3788.The horizontal coordinates are valid at the epoch date displayed above
 DS3788.which is a decimal equivalence of Year/Month/Day.
 DS3788
 DS3788.The orthometric height was determined by GPS observations and a
 DS3788.high-resolution geoid model using precise GPS observation and
 DS3788.processing techniques.
 DS3788
 DS3788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3788.GEOID18 height accuracy estimate available here.
 DS3788
 DS3788.Click photographs - Photos may exist for this station.
 DS3788
 DS3788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3788
 DS3788.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3788
 DS3788.The ellipsoidal height was determined by GPS observations
 DS3788.and is referenced to NAD 83.
 DS3788
 DS3788. The following values were computed from the NAD 83(2011) position.
 DS3788
 DS3788;                    North         East     Units Scale Factor Converg.
 DS3788;SPC NJ       -   120,852.188   170,566.816   MT  0.99990521   +0 09 15.8
 DS3788;SPC NJ       -   396,495.89    559,601.30   sFT  0.99990521   +0 09 15.8
 DS3788;UTM  18      - 4,419,332.397   563,289.490   MT  0.99964931   +0 28 31.0
 DS3788
 DS3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3788!SPC NJ       -   1.00000199  x   0.99990521  =   0.99990720
 DS3788!UTM  18      -   1.00000199  x   0.99964931  =   0.99965130
 DS3788
 DS3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6328919332(NAD 83)
 DS3788
 DS3788                          SUPERSEDED SURVEY CONTROL
 DS3788
 DS3788.No superseded survey control is available for this station.
 DS3788
 DS3788_MARKER: DD = SURVEY DISK
 DS3788_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3788_SP_SET: ELECTRICAL JUNCTION BOX
 DS3788_STAMPING: 15 R 12 2025
 DS3788_MARK LOGO: NJGS
 DS3788_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3788+STABILITY: SURFACE MOTION
 DS3788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3788+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 DS3788
 DS3788  HISTORY     - Date     Condition        Report By
 DS3788  HISTORY     - 20250401 MONUMENTED       NJGS
 DS3788
 DS3788                          STATION DESCRIPTION
 DS3788
 DS3788'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3788'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF WHITING,
 DS3788'4.9 MI (7.9 KM) EAST-SOUTHEAST OF KESWICK GROVE AND 3.9 MI (6.3 KM)
 DS3788'SOUTHWEST OF TOMS RIVER, IN BERKELEY TOWNSHIP.
 DS3788'
 DS3788'TO REACH THE MARK FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 70
 DS3788'AND LACEY ROAD (COUNTY ROUTE 539), GO 0.2 MI (0.3 KM) SOUTHEAST ON
 DS3788'COUNTY ROUTE 539 TO THE Y-JUNCTION WITH LACEY ROAD (COUNTY ROUTE 530),
 DS3788'STAY TO THE LEFT AND CONTINUE EAST ON LACEY ROAD (COUNTY ROUTE 530)
 DS3788'FOR 1.6 MI (2.6 KM) TO THE T-JUNCTION WITH PINEWALD KESWICK ROAD, KEEP
 DS3788'TO THE LEFT AND GO EAST 6.1 MI (9.8 KM) ON PINEWALD KESWICK ROAD
 DS3788'(COUNTY ROUTE 530) TO THE JUNCTION WITH DOVER ROAD (COUNTY ROUTE 618)
 DS3788'AND THE STATION ON THE LEFT.
 DS3788'
 DS3788'THE STATION IS SET IN AN ELECTRICAL JUNCTION BOX ON THE NORTHWEST
 DS3788'CORNER OF THE INTERSECTION, 33 FT (10.1 M) NORTH OF THE CENTERLINE OF
 DS3788'DOVER ROAD, 10 FT (3.0 M) EAST OF THE CENTER OF A ROUND MANHOLE COVER
 DS3788'IN GRASS AREA, 35.6 FT (10.9 M) SOUTHEAST OF THE NORTHEAST CORNER OF
 DS3788'AN ELECTRICAL CABINET, 45.4 FT (13.8 M) SOUTHEAST OF POLE NUMBER
 DS3788'JC3878B, 19.5 FT (5.9 M) WEST FROM A TRAFFIC SIGNAL MAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6783 ***********************************************************************
 KV6783  DESIGNATION -  15 R 2
 KV6783  PID         -  KV6783
 KV6783  STATE/COUNTY-  NJ/OCEAN
 KV6783  COUNTRY     -  US
 KV6783  USGS QUAD   -  POINT PLEASANT (2019)
 KV6783
 KV6783                         *CURRENT SURVEY CONTROL
 KV6783  ______________________________________________________________________
 KV6783* NAD 83(2011) POSITION- 40 01 04.01520(N) 074 04 55.99044(W)   ADJUSTED
 KV6783* NAD 83(2011) ELLIP HT-   -31.995 (meters)        (06/27/12)   ADJUSTED
 KV6783* NAD 83(2011) EPOCH   -  2010.00
 KV6783* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) GPS OBS
 KV6783  ______________________________________________________________________
 KV6783  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6783  GEOID HEIGHT    -        -33.310 (meters)                     GEOID93
 KV6783  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 KV6783  NAD 83(2011) X  -  1,341,507.683 (meters)                     COMP
 KV6783  NAD 83(2011) Y  - -4,703,858.566 (meters)                     COMP
 KV6783  NAD 83(2011) Z  -  4,079,477.296 (meters)                     COMP
 KV6783  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 KV6783
 KV6783  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6783  Standards:
 KV6783         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6783            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6783  -------------------------------------------------------------------
 KV6783  NETWORK    0.51   0.88           0.22   0.20   0.45      0.05508941
 KV6783  -------------------------------------------------------------------
 KV6783  Click here for local accuracies and other accuracy information.
 KV6783
 KV6783.The horizontal coordinates were established by GPS observations
 KV6783.and adjusted by the National Geodetic Survey in June 2012.
 KV6783
 KV6783.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6783.been affixed to the stable North American tectonic plate. See 
 KV6783.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6783
 KV6783.The horizontal coordinates are valid at the epoch date displayed above
 KV6783.which is a decimal equivalence of Year/Month/Day.
 KV6783
 KV6783.The orthometric height was determined by GPS observations and a
 KV6783.high-resolution geoid model.
 KV6783
 KV6783.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6783.GEOID18 height accuracy estimate available here.
 KV6783
 KV6783.Click photographs - Photos may exist for this station.
 KV6783
 KV6783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6783
 KV6783.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6783
 KV6783.The ellipsoidal height was determined by GPS observations
 KV6783.and is referenced to NAD 83.
 KV6783
 KV6783. The following values were computed from the NAD 83(2011) position.
 KV6783
 KV6783;                    North         East     Units Scale Factor Converg.
 KV6783;SPC NJ       -   131,572.239   185,663.116   MT  0.99991565   +0 16 07.1
 KV6783;SPC NJ       -   431,666.59    609,129.74   sFT  0.99991565   +0 16 07.1
 KV6783;UTM  18      - 4,430,134.232   578,321.724   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7832130134(NAD 83)
 KV6783
 KV6783                          SUPERSEDED SURVEY CONTROL
 KV6783
 KV6783  NAD 83(2007)-  40 01 04.01558(N)    074 04 55.99088(W) AD(2002.00) 0
 KV6783  ELLIP H (02/10/07)  -31.986  (m)                       GP(2002.00)    
 KV6783  ELLIP H (10/23/02)  -31.975  (m)                       GP(       ) 4 1
 KV6783  NAD 83(1996)-  40 01 04.01527(N)    074 04 55.99041(W) AD(       ) 1
 KV6783  ELLIP H (05/14/99)  -31.995  (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
 KV6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6783.See file dsdata.pdf to determine how the superseded data were derived.
 KV6783
 KV6783_MARKER: DD = SURVEY DISK
 KV6783_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6783_STAMPING: 15 R 2 1991
 KV6783_MARK LOGO: USFWS
 KV6783_PROJECTION: FLUSH
 KV6783_MAGNETIC: P = MARKER IS A STEEL PIPE
 KV6783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6783+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2025
 KV6783_ROD/PIPE-DEPTH: 1 meters
 KV6783
 KV6783  HISTORY     - Date     Condition        Report By
 KV6783  HISTORY     - 1991     MONUMENTED       NJGS
 KV6783  HISTORY     - 19930426 GOOD             MCCRON
 KV6783  HISTORY     - 20140316 GOOD             WATER
 KV6783  HISTORY     - 20201102 GOOD             NJGS
 KV6783  HISTORY     - 20250319 GOOD             WILCOX
 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.
 KV6783
 KV6783                          STATION RECOVERY (2014)
 KV6783
 KV6783'RECOVERY NOTE BY WATERSHED SCIENCES 2014 (RI)
 KV6783'RECOVERED IN GOOD CONDITION.
 KV6783
 KV6783                          STATION RECOVERY (2020)
 KV6783
 KV6783'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6783'RECOVERED IN GOOD CONDITION.
 KV6783
 KV6783                          STATION RECOVERY (2025)
 KV6783
 KV6783'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2025 (AM)
 KV6783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6920 ***********************************************************************
 AM6920  DESIGNATION -  15 R 3
 AM6920  PID         -  AM6920
 AM6920  STATE/COUNTY-  NJ/OCEAN
 AM6920  COUNTRY     -  US
 AM6920  USGS QUAD   -  BARNEGAT LIGHT (2019)
 AM6920
 AM6920                         *CURRENT SURVEY CONTROL
 AM6920  ______________________________________________________________________
 AM6920* NAD 83(1986) POSITION- 39 45 04.57   (N) 074 07 04.51   (W)   HD_HELD1
 AM6920* NAVD 88 ORTHO HEIGHT -     1.420 (meters)        4.66  (feet) ADJUSTED
 AM6920  ______________________________________________________________________
 AM6920  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 AM6920  DYNAMIC HEIGHT  -          1.420 (meters)        4.66  (feet) COMP
 AM6920  MODELED GRAVITY -    980,161.5   (mgal)                       NAVD 88
 AM6920
 AM6920  VERT ORDER      -  FIRST     CLASS II
 AM6920
 AM6920.The horizontal coordinates were determined by differentially corrected
 AM6920.hand held GPS observations or other comparable positioning techniques
 AM6920.and have an estimated accuracy of +/- 3 meters.
 AM6920
 AM6920.The orthometric height was determined by differential leveling and
 AM6920.adjusted by the NATIONAL GEODETIC SURVEY
 AM6920.in February 2021.
 AM6920
 AM6920.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6920.GEOID18 height accuracy estimate available here.
 AM6920
 AM6920.Click photographs - Photos may exist for this station.
 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       -   101,969.9     182,742.2     MT  (+/- 3 meters HH1 GPS) 
 AM6920
 AM6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7556700523(NAD 83)
 AM6920
 AM6920                          SUPERSEDED SURVEY CONTROL
 AM6920
 AM6920  NAVD 88 (03/25/05)    1.430  (m)            4.69   (f) SUPERSEDED  1 2
 AM6920
 AM6920.Superseded values are not recommended for survey control.
 AM6920
 AM6920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6920.See file dsdata.pdf to determine how the superseded data were derived.
 AM6920
 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 SUITABLE FOR
 AM6920+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2024
 AM6920
 AM6920  HISTORY     - Date     Condition        Report By
 AM6920  HISTORY     - 2000     MONUMENTED       NJGS
 AM6920  HISTORY     - 20060421 GOOD             GEOCAC
 AM6920  HISTORY     - 20120217 GOOD             INDIV
 AM6920  HISTORY     - 20160620 GOOD             USFWS
 AM6920  HISTORY     - 20200603 GOOD             NJGS
 AM6920  HISTORY     - 20241001 GOOD             GRAGEL
 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'RECOVERED IN GOOD CONDITION.
 AM6920
 AM6920                          STATION RECOVERY (2012)
 AM6920
 AM6920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 AM6920'RECOVERED IN GOOD CONDITION. THE FLAGPOLE HAS BEEN REMOVED BUT ITS
 AM6920'CONCRETE BASE STILL REMAINS. THE STATION IS LOCATED IN THE HIGH BAR
 AM6920'HARBOR SECTION OF LONG BEACH TOWNSHIP.
 AM6920
 AM6920                          STATION RECOVERY (2016)
 AM6920
 AM6920'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2016
 AM6920'RECOVERED IN GOOD CONDITION.
 AM6920
 AM6920                          STATION RECOVERY (2020)
 AM6920
 AM6920'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6920'RECOVERED AS DESCRIBED.
 AM6920
 AM6920                          STATION RECOVERY (2024)
 AM6920
 AM6920'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2024 (MJ)
 AM6920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6001 ***********************************************************************
 DM6001  DESIGNATION -  15 R 4
 DM6001  PID         -  DM6001
 DM6001  STATE/COUNTY-  NJ/OCEAN
 DM6001  COUNTRY     -  US
 DM6001  USGS QUAD   -  TOMS RIVER (2019)
 DM6001
 DM6001                         *CURRENT SURVEY CONTROL
 DM6001  ______________________________________________________________________
 DM6001* NAD 83(1986) POSITION- 39 57 03.     (N) 074 12 00.     (W)   SCALED
 DM6001* NAVD 88 ORTHO HEIGHT -     9.303 (meters)       30.52  (feet) ADJUSTED
 DM6001  ______________________________________________________________________
 DM6001  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 DM6001  DYNAMIC HEIGHT  -          9.299 (meters)       30.51  (feet) COMP
 DM6001  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM6001
 DM6001  VERT ORDER      -  FIRST     CLASS II
 DM6001
 DM6001.The horizontal coordinates were scaled from a map and have
 DM6001.an estimated accuracy of +/- 6 seconds.
 DM6001
 DM6001.The orthometric height was determined by differential leveling and
 DM6001.adjusted by the NATIONAL GEODETIC SURVEY
 DM6001.in May 2011.
 DM6001
 DM6001.No vertical observational check was made to the station.
 DM6001
 DM6001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6001.GEOID18 height accuracy estimate available here.
 DM6001
 DM6001.Click photographs - Photos may exist for this station.
 DM6001
 DM6001.The dynamic height is computed by dividing the NAVD 88
 DM6001.geopotential number by the normal gravity value computed on the
 DM6001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6001.degrees latitude (g = 980.6199 gals.).
 DM6001
 DM6001.The modeled gravity was interpolated from observed gravity values.
 DM6001
 DM6001;                    North         East    Units  Estimated Accuracy
 DM6001;SPC NJ       -   124,100.      175,630.      MT  (+/- 180 meters Scaled)
 DM6001
 DM6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK683226(NAD 83)
 DM6001
 DM6001                          SUPERSEDED SURVEY CONTROL
 DM6001
 DM6001.No superseded survey control is available for this station.
 DM6001
 DM6001_MARKER: DD = SURVEY DISK
 DM6001_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6001_SP_SET: INTAKE GRATE FOUNDATION
 DM6001_STAMPING: 15 R 4 2007
 DM6001_MARK LOGO: NJGS
 DM6001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6001+STABILITY: SURFACE MOTION
 DM6001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6001+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2007
 DM6001
 DM6001  HISTORY     - Date     Condition        Report By
 DM6001  HISTORY     - 20071004 MONUMENTED       NJGS
 DM6001
 DM6001                          STATION DESCRIPTION
 DM6001
 DM6001'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6001'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, SET IN A DRILL
 DM6001'HOLE IN THE INTAKE GRATE AT THE OCEAN COUNTY COURTHOUSE AT THE OCEAN
 DM6001'COUNTY JUSTICE COMPLEX BETWEEN HOOPER AVENUE AND COURTHOUSE LANE.  THE
 DM6001'STATION IS WEST OF THE ENTRANCE TO THE COURTHOUSE.
 DM6001'
 DM6001'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND WASHINGTON
 DM6001'STREET, GO 0.1 MI (0.2 KM) EAST ON WASHINGTON STREET TO THE JUNCTION
 DM6001'OF COURTHOUSE LANE ON THE LEFT.  TURN LEFT AND GO 0.1 MI (0.2 KM) TO
 DM6001'THE JUNCTION OF SHERIFF STREET.  TURN RIGHT AND GO 0.05 MI (0.1 KM) TO
 DM6001'THE STATION ON THE LEFT.
 DM6001'
 DM6001'THE STATION IS 16.0 M (52.5 FT) NORTH-NORTHEAST OF A FIRE HYDRANT,
 DM6001'12.9 M (42.3 FT) NORTH OF AN ORNATE OVERHEAD LAMP POST NUMBER 1910,
 DM6001'5.9 M (19.4 FT) WEST OF THE WESTERN MOST PARAPET HANDRAIL OF THE
 DM6001'WESTERN MOST STAIRS TO THE COURTHOUSE BUILDING, 0.3 M (1.0 FT) EAST
 DM6001'FROM A CORNER OF THE BUILDING.
 DM6001'
 DM6001'THE STATION IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7940 ***********************************************************************
 DP7940  DESIGNATION -  15 R 5
 DP7940  PID         -  DP7940
 DP7940  STATE/COUNTY-  NJ/OCEAN
 DP7940  COUNTRY     -  US
 DP7940  USGS QUAD   -  POINT PLEASANT (2019)
 DP7940
 DP7940                         *CURRENT SURVEY CONTROL
 DP7940  ______________________________________________________________________
 DP7940* NAD 83(1986) POSITION- 40 02 52.48   (N) 074 02 54.64   (W)   HD_HELD1
 DP7940* NAVD 88 ORTHO HEIGHT -     1.472 (meters)        4.83  (feet) ADJUSTED
 DP7940  ______________________________________________________________________
 DP7940  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 DP7940  DYNAMIC HEIGHT  -          1.472 (meters)        4.83  (feet) COMP
 DP7940  MODELED GRAVITY -    980,159.0   (mgal)                       NAVD 88
 DP7940
 DP7940  VERT ORDER      -  FIRST     CLASS II
 DP7940
 DP7940.The horizontal coordinates were determined by differentially corrected
 DP7940.hand held GPS observations or other comparable positioning techniques
 DP7940.and have an estimated accuracy of +/- 3 meters.
 DP7940
 DP7940.The orthometric height was determined by differential leveling and
 DP7940.adjusted by the NATIONAL GEODETIC SURVEY
 DP7940.in September 2015.
 DP7940
 DP7940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7940.GEOID18 height accuracy estimate available here.
 DP7940
 DP7940.Click photographs - Photos may exist for this station.
 DP7940
 DP7940.The dynamic height is computed by dividing the NAVD 88
 DP7940.geopotential number by the normal gravity value computed on the
 DP7940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7940.degrees latitude (g = 980.6199 gals.).
 DP7940
 DP7940.The modeled gravity was interpolated from observed gravity values.
 DP7940
 DP7940;                    North         East    Units  Estimated Accuracy
 DP7940;SPC NJ       -   134,931.4     188,523.6     MT  (+/- 3 meters HH1 GPS) 
 DP7940
 DP7940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8116233508(NAD 83)
 DP7940
 DP7940                          SUPERSEDED SURVEY CONTROL
 DP7940
 DP7940.No superseded survey control is available for this station.
 DP7940
 DP7940_STAMPING: 15 R 5 2012
 DP7940_MARK LOGO: NJGS
 DP7940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7940+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7940
 DP7940  HISTORY     - Date     Condition        Report By
 DP7940  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7940  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7940
 DP7940                          STATION DESCRIPTION
 DP7940
 DP7940'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7940'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF SEASIDE PARK,
 DP7940'3.0 MI (4.8 KM) SOUTH OF POINT PLEASANT BEACH AND 2.6 MI (4.2 KM)
 DP7940'SOUTH-SOUTHEAST OF POINT PLEASANT.
 DP7940'
 DP7940'THE STATION IS LOCATED IN THE BOROUGH OF MANTOLOKING ON THE EAST SIDE
 DP7940'OF OCEAN BOULEVARD (STATE HIGHWAY 35).
 DP7940'
 DP7940'TO REACH THE STATION FROM THE TEE INTERSECTION OF STATE HIGHWAY 35 AND
 DP7940'HERBERT STREET, COUNTY ROAD 528, GO NORTH ON STATE HIGHWAY 35 FOR 0.58
 DP7940'MI (0.9 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN
 DP7940'A CONCRETE SIDEWALK IN FRONT OF HOUSE NUMBER 1047.
 DP7940'
 DP7940'THE STATION IS 26.3 FT (8.0 M) EAST FROM THE CENTERLINE OF STATE
 DP7940'HIGHWAY 35, 5.4 FT (1.6 M) EAST FROM THE EAST CURB OF STATE HIGHWAY
 DP7940'35, 4.3 FT (1.3 M) NORTHEAST FROM A WOOD UTILITY POLE WITH NO NUMBER,
 DP7940'6.4 FT (2.0 M) SOUTHEAST FROM A FIRE HYDRANT, 38.0 FT (11.6 M) SOUTH
 DP7940'FROM THE CENTERLINE OF A DRIVEWAY LEADING TO HOUSE NUMBER 1047 AND 1.0
 DP7940'FT (0.3 M) EAST FROM THE EAST EDGE OF THE SIDEWALK, 2 FT (0.6 M) EAST
 DP7940'OF A WITNESS POST.
 DP7940
 DP7940                          STATION RECOVERY (2015)
 DP7940
 DP7940'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7940'THE STRUCTURE, SIDEWALK, INTO WHICH THE STATION WAS SET HAS BEEN
 DP7940'REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7972 ***********************************************************************
 DP7972  DESIGNATION -  15 R 6
 DP7972  PID         -  DP7972
 DP7972  STATE/COUNTY-  NJ/OCEAN
 DP7972  COUNTRY     -  US
 DP7972  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7972
 DP7972                         *CURRENT SURVEY CONTROL
 DP7972  ______________________________________________________________________
 DP7972* NAD 83(1986) POSITION- 39 48 30.33   (N) 074 05 36.29   (W)   HD_HELD1
 DP7972* NAVD 88 ORTHO HEIGHT -     1.475 (meters)        4.84  (feet) ADJUSTED
 DP7972  ______________________________________________________________________
 DP7972  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 DP7972  DYNAMIC HEIGHT  -          1.474 (meters)        4.84  (feet) COMP
 DP7972  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DP7972
 DP7972  VERT ORDER      -  FIRST     CLASS II
 DP7972
 DP7972.The horizontal coordinates were determined by differentially corrected
 DP7972.hand held GPS observations or other comparable positioning techniques
 DP7972.and have an estimated accuracy of +/- 3 meters.
 DP7972
 DP7972.The orthometric height was determined by differential leveling and
 DP7972.adjusted by the NATIONAL GEODETIC SURVEY
 DP7972.in September 2015.
 DP7972
 DP7972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7972.GEOID18 height accuracy estimate available here.
 DP7972
 DP7972.Click photographs - Photos may exist for this station.
 DP7972
 DP7972.The dynamic height is computed by dividing the NAVD 88
 DP7972.geopotential number by the normal gravity value computed on the
 DP7972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7972.degrees latitude (g = 980.6199 gals.).
 DP7972
 DP7972.The modeled gravity was interpolated from observed gravity values.
 DP7972
 DP7972;                    North         East    Units  Estimated Accuracy
 DP7972;SPC NJ       -   108,324.5     184,813.4     MT  (+/- 3 meters HH1 GPS) 
 DP7972
 DP7972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7760206887(NAD 83)
 DP7972
 DP7972                          SUPERSEDED SURVEY CONTROL
 DP7972
 DP7972.No superseded survey control is available for this station.
 DP7972
 DP7972_MARKER: DD = SURVEY DISK
 DP7972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7972_STAMPING: 15 R 6 2012
 DP7972_MARK LOGO: NJGS
 DP7972_PROJECTION: RECESSED 30 CENTIMETERS
 DP7972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7972+STABILITY: SURFACE MOTION
 DP7972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7972+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2012
 DP7972
 DP7972  HISTORY     - Date     Condition        Report By
 DP7972  HISTORY     - 20120711 MONUMENTED       NJGS
 DP7972
 DP7972                          STATION DESCRIPTION
 DP7972
 DP7972'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7972'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH OF SEASIDE PARK,
 DP7972'5.6 MI (9.0 KM) EAST-SOUTHEAST OF FORKED RIVER AND 3.6 MI (5.8 KM)
 DP7972'NORTH-NORTHEAST OF BARNEGAT LIGHT.
 DP7972'
 DP7972'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7972'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7972'
 DP7972'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7972'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7972'ROAD FOR 6.90 MI (11.1 KM) TO A PAVED ENTRANCE DRIVE LEADING TO A
 DP7972'PAVED PARKING LOT FOR BEACH ACCESS PATH NO. 15 AND THE STATION ON THE
 DP7972'RIGHT, SET ABOUT 12 INCHES (30 CM) BELOW THE GROUND, ALONG THE SOUTH
 DP7972'EDGE OF PAVING OF THE ENTRANCE DRIVE.
 DP7972'
 DP7972'THE STATION IS 73.5 FT (22.4 M) EAST FROM THE CENTERLINE OF SHORE
 DP7972'ROAD, 15.3 FT (4.7 M) SOUTH FROM THE CENTERLINE OF THE PAVED ENTRANCE
 DP7972'DRIVE LEADING TO THE PARKING LOT FOR BEACH ACCESS PATH NO. 15, 85.9 FT
 DP7972'(26.2 M) NORTHWEST FROM A WOODEN POST FOR A SIGN, ISLAND BEACH STATE
 DP7972'PARK BEACH ACCESS PATH NO. 15 ADJACENT TO A SAND PATH LEADING EAST AND
 DP7972'1.4 FT (0.4 M) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3992 ***********************************************************************
 DQ3992  DESIGNATION -  15 R 7
 DQ3992  PID         -  DQ3992
 DQ3992  STATE/COUNTY-  NJ/OCEAN
 DQ3992  COUNTRY     -  US
 DQ3992  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3992
 DQ3992                         *CURRENT SURVEY CONTROL
 DQ3992  ______________________________________________________________________
 DQ3992* NAD 83(1986) POSITION- 39 59 04.23   (N) 074 03 56.73   (W)   HD_HELD1
 DQ3992* NAVD 88 ORTHO HEIGHT -     1.689 (meters)        5.54  (feet) ADJUSTED
 DQ3992  ______________________________________________________________________
 DQ3992  GEOID HEIGHT    -        -33.077 (meters)                     GEOID18
 DQ3992  DYNAMIC HEIGHT  -          1.688 (meters)        5.54  (feet) COMP
 DQ3992  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 DQ3992
 DQ3992  VERT ORDER      -  FIRST     CLASS II
 DQ3992
 DQ3992.The horizontal coordinates were determined by differentially corrected
 DQ3992.hand held GPS observations or other comparable positioning techniques
 DQ3992.and have an estimated accuracy of +/- 3 meters.
 DQ3992
 DQ3992.The orthometric height was determined by differential leveling and
 DQ3992.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3992.in March 2017.
 DQ3992
 DQ3992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3992.GEOID18 height accuracy estimate available here.
 DQ3992
 DQ3992.Click photographs - Photos may exist for this station.
 DQ3992
 DQ3992.The dynamic height is computed by dividing the NAVD 88
 DQ3992.geopotential number by the normal gravity value computed on the
 DQ3992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3992.degrees latitude (g = 980.6199 gals.).
 DQ3992
 DQ3992.The modeled gravity was interpolated from observed gravity values.
 DQ3992
 DQ3992;                    North         East    Units  Estimated Accuracy
 DQ3992;SPC NJ       -   127,884.8     187,086.3     MT  (+/- 3 meters HH1 GPS) 
 DQ3992
 DQ3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7976526455(NAD 83)
 DQ3992
 DQ3992                          SUPERSEDED SURVEY CONTROL
 DQ3992
 DQ3992.No superseded survey control is available for this station.
 DQ3992
 DQ3992_MARKER: DD = SURVEY DISK
 DQ3992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3992_STAMPING: 15 R 7 2015
 DQ3992_MARK LOGO: NJGS
 DQ3992_PROJECTION: FLUSH
 DQ3992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3992+STABILITY: SURFACE MOTION
 DQ3992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3992+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2020
 DQ3992
 DQ3992  HISTORY     - Date     Condition        Report By
 DQ3992  HISTORY     - 20151110 MONUMENTED       NJGS
 DQ3992  HISTORY     - 20200123 GOOD             NJGS
 DQ3992
 DQ3992                          STATION DESCRIPTION
 DQ3992
 DQ3992'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3992'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF TOMS
 DQ3992'RIVER, 6.8 MI (10.9 KM) SOUTH OF POINT PLEASANT AND 4.0 MI (6.4 KM)
 DQ3992'NORTH OF SEASIDE PARK, IN TOMS RIVER TOWNSHIP.
 DQ3992'
 DQ3992'THE STATION IS LOCATED BETWEEN THE CURB AND SIDEWALK AT THE SOUTHEAST
 DQ3992'CORNER OF THE JUNCTION OF NEW JERSEY STATE ROUTE 35 NORTHBOUND AND
 DQ3992'CATALINA DRIVE.
 DQ3992'
 DQ3992'THE STATION IS 18.3 FT (5.6 M) NORTHEAST OF POLE NUMBER 41936, 2 FT
 DQ3992'(0.6 M) SOUTH OF THE SOUTH CURB OF CATALINA DRIVE, 1.4 FT (0.4 M)
 DQ3992'NORTH OF THE NORTH EDGE OF THE SIDEWALK, 20 FT (6.1 M) SOUTH OF THE
 DQ3992'CENTERLINE OF CATALINA DRIVE, 38 FT (11.6 M) EAST OF THE CENTERLINE OF
 DQ3992'NEW JERSEY STATE ROUTE 35 NORTHBOUND, 6 FT (1.8 M) WEST OF A SIGN (NO
 DQ3992'OUTLET).
 DQ3992
 DQ3992                          STATION RECOVERY (2020)
 DQ3992
 DQ3992'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DQ3992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4004 ***********************************************************************
 DQ4004  DESIGNATION -  15 R 8
 DQ4004  PID         -  DQ4004
 DQ4004  STATE/COUNTY-  NJ/OCEAN
 DQ4004  COUNTRY     -  US
 DQ4004  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4004
 DQ4004                         *CURRENT SURVEY CONTROL
 DQ4004  ______________________________________________________________________
 DQ4004* NAD 83(1986) POSITION- 39 56 08.87   (N) 074 04 39.30   (W)   HD_HELD1
 DQ4004* NAVD 88 ORTHO HEIGHT -     0.779 (meters)        2.56  (feet) ADJUSTED
 DQ4004  ______________________________________________________________________
 DQ4004  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 DQ4004  DYNAMIC HEIGHT  -          0.779 (meters)        2.56  (feet) COMP
 DQ4004  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 DQ4004
 DQ4004  VERT ORDER      -  FIRST     CLASS II
 DQ4004
 DQ4004.The horizontal coordinates were determined by differentially corrected
 DQ4004.hand held GPS observations or other comparable positioning techniques
 DQ4004.and have an estimated accuracy of +/- 3 meters.
 DQ4004
 DQ4004.The orthometric height was determined by differential leveling and
 DQ4004.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4004.in March 2017.
 DQ4004
 DQ4004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4004.GEOID18 height accuracy estimate available here.
 DQ4004
 DQ4004.Click photographs - Photos may exist for this station.
 DQ4004
 DQ4004.The dynamic height is computed by dividing the NAVD 88
 DQ4004.geopotential number by the normal gravity value computed on the
 DQ4004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4004.degrees latitude (g = 980.6199 gals.).
 DQ4004
 DQ4004.The modeled gravity was interpolated from observed gravity values.
 DQ4004
 DQ4004;                    North         East    Units  Estimated Accuracy
 DQ4004;SPC NJ       -   122,471.9     186,102.0     MT  (+/- 3 meters HH1 GPS) 
 DQ4004
 DQ4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7881121038(NAD 83)
 DQ4004
 DQ4004                          SUPERSEDED SURVEY CONTROL
 DQ4004
 DQ4004.No superseded survey control is available for this station.
 DQ4004
 DQ4004_MARKER: DD = SURVEY DISK
 DQ4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4004_STAMPING: 15 R 8 2015
 DQ4004_MARK LOGO: NJDT
 DQ4004_PROJECTION: FLUSH
 DQ4004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4004+STABILITY: SURFACE MOTION
 DQ4004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4004+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4004
 DQ4004  HISTORY     - Date     Condition        Report By
 DQ4004  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4004  HISTORY     - 20151110 GOOD             NJGS
 DQ4004
 DQ4004                          STATION DESCRIPTION
 DQ4004
 DQ4004'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4004'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHEAST OF FORKED
 DQ4004'RIVER, 6.5 MI (10.5 KM) EAST OF TOMS RIVER AND 0.6 MI (1.0 KM) NORTH
 DQ4004'OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4004'
 DQ4004'THE STATION IS LOCATED BETWEEN THE CURB AND SIDEWALK ON THE WEST SIDE
 DQ4004'OF THE SOUTHBOUND LANES OF NEW JERSEY STATE ROUTE 35, BETWEEN STOCKTON
 DQ4004'AND DECATUR AVENUES.
 DQ4004'
 DQ4004'THE STATION IS 92 FT (28.0 M) SOUTH OF THE CENTERLINE OF STOCKTON
 DQ4004'AVENUE, 3.8 FT (1.2 M) WEST OF THE WEST CURB OF SOUTHBOUND NEW JERSEY
 DQ4004'STATE ROUTE 35, 24 FT (7.3 M) WEST OF THE CENTERLINE OF SOUTHBOUND NEW
 DQ4004'JERSEY STATE ROUTE 35, 39 FT (11.9 M) NORTHEAST OF THE NORTHEAST
 DQ4004'CORNER OF HOUSE NUMBER 1709 (1.5 STORY FRAME), 58 FT (17.7 M) SOUTH OF
 DQ4004'POLE NUMBER JC552, 54 FT (16.5 M) NORTH-NORTHEAST OF A POLE WITH NO
 DQ4004'NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6452 ***********************************************************************
 DR6452  DESIGNATION -  15 R 9
 DR6452  PID         -  DR6452
 DR6452  STATE/COUNTY-  NJ/OCEAN
 DR6452  COUNTRY     -  US
 DR6452  USGS QUAD   -  WEST CREEK (2019)
 DR6452
 DR6452                         *CURRENT SURVEY CONTROL
 DR6452  ______________________________________________________________________
 DR6452* NAD 83(1986) POSITION- 39 39 29.81   (N) 074 17 19.21   (W)   HD_HELD1
 DR6452* NAVD 88 ORTHO HEIGHT -    10.059 (meters)       33.00  (feet) ADJUSTED
 DR6452  ______________________________________________________________________
 DR6452  GEOID HEIGHT    -        -33.331 (meters)                     GEOID18
 DR6452  DYNAMIC HEIGHT  -         10.055 (meters)       32.99  (feet) COMP
 DR6452  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 DR6452
 DR6452  VERT ORDER      -  FIRST     CLASS II
 DR6452
 DR6452.The horizontal coordinates were determined by differentially corrected
 DR6452.hand held GPS observations or other comparable positioning techniques
 DR6452.and have an estimated accuracy of +/- 3 meters.
 DR6452
 DR6452.The orthometric height was determined by differential leveling and
 DR6452.adjusted by the NATIONAL GEODETIC SURVEY
 DR6452.in February 2021.
 DR6452
 DR6452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6452.GEOID18 height accuracy estimate available here.
 DR6452
 DR6452.Click photographs - Photos may exist for this station.
 DR6452
 DR6452.The dynamic height is computed by dividing the NAVD 88
 DR6452.geopotential number by the normal gravity value computed on the
 DR6452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6452.degrees latitude (g = 980.6199 gals.).
 DR6452
 DR6452.The modeled gravity was interpolated from observed gravity values.
 DR6452
 DR6452;                    North         East    Units  Estimated Accuracy
 DR6452;SPC NJ       -    91,598.0     168,134.2     MT  (+/- 3 meters HH1 GPS) 
 DR6452
 DR6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6102090072(NAD 83)
 DR6452
 DR6452                          SUPERSEDED SURVEY CONTROL
 DR6452
 DR6452.No superseded survey control is available for this station.
 DR6452
 DR6452_MARKER: DD = SURVEY DISK
 DR6452_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6452_SP_SET: RECTANGULARE ELECTRICAL MANHOLE
 DR6452_STAMPING: 15 R 9 2019
 DR6452_MARK LOGO: NJGS
 DR6452_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6452+STABILITY: SURFACE MOTION
 DR6452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6452+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2019
 DR6452
 DR6452  HISTORY     - Date     Condition        Report By
 DR6452  HISTORY     - 20190326 MONUMENTED       NJGS
 DR6452
 DR6452                          STATION DESCRIPTION
 DR6452
 DR6452'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 DR6452'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST OF SHIP BOTTOM, 4.7 MI
 DR6452'(7.6 KM) NORTHEAST OF TUCKERTON AND 1.9 MI (3.1 KM) NORTH-NORTHEAST OF
 DR6452'WEST CREEK, IN EAGLESWOOD TOWNSHIP NJ.
 DR6452'
 DR6452'TO REACH THE STATION FROM THE CENTER OF THE (NEW JERSEY STATE ROUTE 72
 DR6452'BRIDGE OVER U.S. HIGHWAY 9, GO 2.9 MI (4.7 KM) SOUTHWEST ON U.S.
 DR6452'HIGHWAY 9 TO THE STATION ON THE RIGHT ON THE NORTH SIDE OF THE
 DR6452'DRIVEWAY TO THE ENTRANCE OF TRIDENT FITNESS GYM.
 DR6452'
 DR6452'THE STATION IS 46.58 FT (14.2 M) NORTHEAST OF THE CENTERLINE OF THE
 DR6452'DRIVEWAY OF TRIDENT FITNESS, 26 FT (7.9 M) NORTHWEST CENTERLINE OF
 DR6452'ROUTE 9, 7.8 FT (2.4 M) NORTHEAST OF UTILITY POLE NUMBER P6553, 8 FT
 DR6452'(2.4 M) SOUTHWEST FROM THE CENTERLINE OF THE TRAFFIC SIGNAL POST AND 5
 DR6452'FT (1.5 M) NORTHWEST FROM THE FACE OF THE CURB ALONG ROUTE 9 SOUTH
 DR6452'BOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6305 ***********************************************************************
 KV6305  DESIGNATION -  15 S 1
 KV6305  PID         -  KV6305
 KV6305  STATE/COUNTY-  NJ/OCEAN
 KV6305  COUNTRY     -  US
 KV6305  USGS QUAD   -  ADELPHIA (2019)
 KV6305
 KV6305                         *CURRENT SURVEY CONTROL
 KV6305  ______________________________________________________________________
 KV6305* NAD 83(1986) POSITION- 40 09 19.     (N) 074 19 54.     (W)   SCALED
 KV6305* NAVD 88 ORTHO HEIGHT -    31.927 (meters)      104.75  (feet) ADJUSTED
 KV6305  ______________________________________________________________________
 KV6305  GEOID HEIGHT    -        -32.444 (meters)                     GEOID18
 KV6305  DYNAMIC HEIGHT  -         31.914 (meters)      104.70  (feet) COMP
 KV6305  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 KV6305
 KV6305  VERT ORDER      -  FIRST     CLASS II
 KV6305
 KV6305.The horizontal coordinates were scaled from a map and have
 KV6305.an estimated accuracy of +/- 6 seconds.
 KV6305
 KV6305.The orthometric height was determined by differential leveling and
 KV6305.adjusted by the NATIONAL GEODETIC SURVEY
 KV6305.in June 1991.
 KV6305
 KV6305.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6305.GEOID18 height accuracy estimate available here.
 KV6305
 KV6305.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK569452(NAD 83)
 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
 KV6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6305.See file dsdata.pdf to determine how the superseded data were derived.
 KV6305
 KV6305_MARKER: DD = SURVEY DISK
 KV6305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DR6487 ***********************************************************************
 DR6487  DESIGNATION -  15 S 10
 DR6487  PID         -  DR6487
 DR6487  STATE/COUNTY-  NJ/OCEAN
 DR6487  COUNTRY     -  US
 DR6487  USGS QUAD   -  TUCKERTON (2019)
 DR6487
 DR6487                         *CURRENT SURVEY CONTROL
 DR6487  ______________________________________________________________________
 DR6487* NAD 83(1986) POSITION- 39 32 31.30   (N) 074 15 21.12   (W)   HD_HELD1
 DR6487* NAVD 88 ORTHO HEIGHT -     2.001 (meters)        6.56  (feet) ADJUSTED
 DR6487  ______________________________________________________________________
 DR6487  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 DR6487  DYNAMIC HEIGHT  -          2.000 (meters)        6.56  (feet) COMP
 DR6487  MODELED GRAVITY -    980,131.8   (mgal)                       NAVD 88
 DR6487
 DR6487  VERT ORDER      -  FIRST     CLASS II
 DR6487
 DR6487.The horizontal coordinates were determined by differentially corrected
 DR6487.hand held GPS observations or other comparable positioning techniques
 DR6487.and have an estimated accuracy of +/- 3 meters.
 DR6487
 DR6487.The orthometric height was determined by differential leveling and
 DR6487.adjusted by the NATIONAL GEODETIC SURVEY
 DR6487.in February 2021.
 DR6487
 DR6487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6487.GEOID18 height accuracy estimate available here.
 DR6487
 DR6487.Click photographs - Photos may exist for this station.
 DR6487
 DR6487.The dynamic height is computed by dividing the NAVD 88
 DR6487.geopotential number by the normal gravity value computed on the
 DR6487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6487.degrees latitude (g = 980.6199 gals.).
 DR6487
 DR6487.The modeled gravity was interpolated from observed gravity values.
 DR6487
 DR6487;                    North         East    Units  Estimated Accuracy
 DR6487;SPC NJ       -    78,699.2     170,984.0     MT  (+/- 3 meters HH1 GPS) 
 DR6487
 DR6487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6394177193(NAD 83)
 DR6487
 DR6487                          SUPERSEDED SURVEY CONTROL
 DR6487
 DR6487.No superseded survey control is available for this station.
 DR6487
 DR6487_MARKER: DD = SURVEY DISK
 DR6487_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6487_SP_SET: CURB
 DR6487_STAMPING: 15 S 10 2019
 DR6487_MARK LOGO: NJGS
 DR6487_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6487+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2019
 DR6487
 DR6487  HISTORY     - Date     Condition        Report By
 DR6487  HISTORY     - 20190822 MONUMENTED       NJGS
 DR6487
 DR6487                          STATION DESCRIPTION
 DR6487
 DR6487'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6487'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF WEST
 DR6487'CREEK, 5.9 MI (9.5 KM) SOUTHEAST OF TUCKERTON AND IN THE TOWN OF
 DR6487'HOLGATE, NEW JERSEY.
 DR6487'
 DR6487'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6487'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 8.55 MI (13.76 KM)
 DR6487'SOUTH ON LONG BEACH BOULEVARD TO THE STATION ON THE RIGHT, SET ON THE
 DR6487'SOUTHWEST CORNER OF THE T-JUNCTION OF LONG BEACH BOULEVARD (SOUTH BAY
 DR6487'AVENUE) AND JUDITH AVENUE, IN THE SOUTHWEST CURB OF JUDITH AVENUE.
 DR6487'
 DR6487'IT IS 15.6 FT (4.8 M) SOUTHWEST OF THE CENTERLINE OF JUDITH AVENUE, 38
 DR6487'FT (11.6 M) NORTHWEST OF THE CENTERLINE OF LONG BEACH BOULEVARD AND 18
 DR6487'FT (5.5 M) NORTH OF POLE NUMBER P11200.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6465 ***********************************************************************
 DR6465  DESIGNATION -  15 S 11
 DR6465  PID         -  DR6465
 DR6465  STATE/COUNTY-  NJ/OCEAN
 DR6465  COUNTRY     -  US
 DR6465  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6465
 DR6465                         *CURRENT SURVEY CONTROL
 DR6465  ______________________________________________________________________
 DR6465* NAD 83(1986) POSITION- 39 40 23.65   (N) 074 13 26.27   (W)   HD_HELD1
 DR6465* NAVD 88 ORTHO HEIGHT -     2.794 (meters)        9.17  (feet) ADJUSTED
 DR6465  ______________________________________________________________________
 DR6465  GEOID HEIGHT    -        -33.395 (meters)                     GEOID18
 DR6465  DYNAMIC HEIGHT  -          2.793 (meters)        9.16  (feet) COMP
 DR6465  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 DR6465
 DR6465  VERT ORDER      -  FIRST     CLASS II
 DR6465
 DR6465.The horizontal coordinates were determined by differentially corrected
 DR6465.hand held GPS observations or other comparable positioning techniques
 DR6465.and have an estimated accuracy of +/- 3 meters.
 DR6465
 DR6465.The orthometric height was determined by differential leveling and
 DR6465.adjusted by the NATIONAL GEODETIC SURVEY
 DR6465.in February 2021.
 DR6465
 DR6465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6465.GEOID18 height accuracy estimate available here.
 DR6465
 DR6465.Click photographs - Photos may exist for this station.
 DR6465
 DR6465.The dynamic height is computed by dividing the NAVD 88
 DR6465.geopotential number by the normal gravity value computed on the
 DR6465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6465.degrees latitude (g = 980.6199 gals.).
 DR6465
 DR6465.The modeled gravity was interpolated from observed gravity values.
 DR6465
 DR6465;                    North         East    Units  Estimated Accuracy
 DR6465;SPC NJ       -    93,273.4     173,681.4     MT  (+/- 3 meters HH1 GPS) 
 DR6465
 DR6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6655791778(NAD 83)
 DR6465
 DR6465                          SUPERSEDED SURVEY CONTROL
 DR6465
 DR6465.No superseded survey control is available for this station.
 DR6465
 DR6465_MARKER: Z = SEE DESCRIPTION
 DR6465_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR6465_STAMPING: NJ 15 S 11
 DR6465_MARK LOGO: NJDT
 DR6465_PROJECTION: FLUSH
 DR6465_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6465+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2020
 DR6465
 DR6465  HISTORY     - Date     Condition        Report By
 DR6465  HISTORY     - UNK      MONUMENTED       NJDT
 DR6465  HISTORY     - 20200701 GOOD             NJGS
 DR6465
 DR6465                          STATION DESCRIPTION
 DR6465
 DR6465'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6465'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF TUCKERTON, 5.2
 DR6465'MI (8.4 KM) EAST-NORTHEAST OF WEST CREEK AND 3.1 MI (5.0 KM) NORTHWEST
 DR6465'OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6465'
 DR6465'TO REACH FROM THE EAST END OF THE NEW JERSEY STATE ROUTE 72 BRIDGE
 DR6465'OVER U.S. HIGHWAY 9, GO 2.5 MI (4.0 KM) SOUTHEAST ON NEW JERSEY STATE
 DR6465'ROUTE 72 TO THE STATION ON THE LEFT, A BRASS PLUG IN A 6 INCH (15 CM)
 DR6465'SQUARE CONCRETE MONUMENT, LOCATED IN THE GRASS MEDIAN BETWEEN THE
 DR6465'EASTBOUND AND WESTBOUND LANES OF NEW JERSEY STATE ROUTE 72.
 DR6465'
 DR6465'IT IS ABOUT 160 FT (48.8 M) NORTHWEST OF THE CENTERLINE OF MARSHA
 DR6465'DRIVE, 65.7 FT (20.0 M) NORTHWEST OF A TRAFFIC SIGNAL IN THE CENTER
 DR6465'MEDIAN, 16 FT (4.9 M) SOUTHWEST OF THE SOUTHWEST EDGE OF WESTBOUND NEW
 DR6465'JERSEY STATE ROUTE 72, 15.2 FT (4.6 M) NORTHEAST OF THE NORTHEAST EDGE
 DR6465'OF EASTBOUND NEW JERSEY STATE ROUTE 72, 103 FT (31.4 M) SOUTHEAST OF
 DR6465'AN INLET IN THE MEDIAN, 22.5 FT (6.9 M) WEST-NORTHWEST OF A TRAFFIC
 DR6465'SIGN (WRONG WAY) AND 18.7 FT (5.7 M) SOUTHWEST OF THE WEST END OF THE
 DR6465'MEDIAN CURB PIECE FOR THE WESTBOUND LANES OF NEW JERSEY ROUTE 72.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3790 ***********************************************************************
 DS3790  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3790  DESIGNATION -  15 S 12
 DS3790  PID         -  DS3790
 DS3790  STATE/COUNTY-  NJ/OCEAN
 DS3790  COUNTRY     -  US
 DS3790  USGS QUAD   -  KESWICK GROVE (2019)
 DS3790
 DS3790                         *CURRENT SURVEY CONTROL
 DS3790  ______________________________________________________________________
 DS3790* NAD 83(2011) POSITION- 39 59 04.90307(N) 074 15 28.33425(W)   ADJUSTED
 DS3790* NAD 83(2011) ELLIP HT-   -17.828 (meters)        (07/29/25)   ADJUSTED
 DS3790* NAD 83(2011) EPOCH   -  2010.00
 DS3790* NAVD 88 ORTHO HEIGHT -    15.09  (meters)       49.5   (feet) GPS OBS
 DS3790  ______________________________________________________________________
 DS3790  GEOID HEIGHT    -        -32.927 (meters)                     GEOID18
 DS3790  NAD 83(2011) X  -  1,327,724.473 (meters)                     COMP
 DS3790  NAD 83(2011) Y  - -4,710,232.477 (meters)                     COMP
 DS3790  NAD 83(2011) Z  -  4,076,672.193 (meters)                     COMP
 DS3790  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 DS3790
 DS3790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3790  Standards:
 DS3790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3790  -------------------------------------------------------------------
 DS3790  NETWORK    0.55   1.08           0.25   0.19   0.55     -0.17524848
 DS3790  -------------------------------------------------------------------
 DS3790  Click here for local accuracies and other accuracy information.
 DS3790
 DS3790.The horizontal coordinates were established by GPS observations
 DS3790.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3790
 DS3790.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3790.frame has been affixed to the stable North American tectonic plate 
 DS3790
 DS3790.The horizontal coordinates are valid at the epoch date displayed above
 DS3790.which is a decimal equivalence of Year/Month/Day.
 DS3790
 DS3790.The orthometric height was determined by GPS observations and a
 DS3790.high-resolution geoid model using precise GPS observation and
 DS3790.processing techniques.
 DS3790
 DS3790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3790.GEOID18 height accuracy estimate available here.
 DS3790
 DS3790.Click photographs - Photos may exist for this station.
 DS3790
 DS3790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3790
 DS3790.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3790
 DS3790.The ellipsoidal height was determined by GPS observations
 DS3790.and is referenced to NAD 83.
 DS3790
 DS3790. The following values were computed from the NAD 83(2011) position.
 DS3790
 DS3790;                    North         East     Units Scale Factor Converg.
 DS3790;SPC NJ       -   127,843.305   170,678.919   MT  0.99990526   +0 09 20.1
 DS3790;SPC NJ       -   419,432.58    559,969.09   sFT  0.99990526   +0 09 20.1
 DS3790;UTM  18      - 4,426,322.243   563,362.394   MT  0.99964942   +0 28 36.8
 DS3790
 DS3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3790!SPC NJ       -   1.00000280  x   0.99990526  =   0.99990806
 DS3790!UTM  18      -   1.00000280  x   0.99964942  =   0.99965222
 DS3790
 DS3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6336226322(NAD 83)
 DS3790
 DS3790                          SUPERSEDED SURVEY CONTROL
 DS3790
 DS3790.No superseded survey control is available for this station.
 DS3790
 DS3790_MARKER: DD = SURVEY DISK
 DS3790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3790_STAMPING: 15 S 12 2025
 DS3790_MARK LOGO: NJGS
 DS3790_PROJECTION: PROJECTING 8 CENTIMETERS
 DS3790_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3790+STABILITY: SURFACE MOTION
 DS3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3790+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2025
 DS3790
 DS3790  HISTORY     - Date     Condition        Report By
 DS3790  HISTORY     - 20250417 MONUMENTED       NJGS
 DS3790
 DS3790                          STATION DESCRIPTION
 DS3790
 DS3790'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3790'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF TOMS RIVER, 3.5
 DS3790'MI (5.6 KM) SOUTHWEST OF LAKEWOOD CORNER ESTATES AND 2.9 MI (4.7 KM)
 DS3790'SOUTHEAST OF LAKEHURST, IN DOVER TOWNSHIP.
 DS3790'
 DS3790'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE HIGHWAY 70
 DS3790'AND NEW JERSEY STATE HIGHWAY 37, IN LAKEHURST, GO ABOUT 3.15 MI (5.07
 DS3790'KM) EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 37 TO THE STATION ON
 DS3790'THE RIGHT, ABOUT 270 FT (82.3 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 DS3790'BIMINI DRIVE, A NEW DISK WAS SET IN THE FOUND CONCRETE MONUMENT OF THE
 DS3790'SHEARED OFF NJDT BASELINE STATION (R 37 37).
 DS3790'
 DS3790'MARK IS 102 FT (31.1 M) EAST-SOUTHEAST OF A SIGN (ROTARY
 DS3790'INTERNATIONAL), 110 FT (33.5 M) WEST OF A SIGN (50 MPH), 148 FT (45.1
 DS3790'M) EAST OF POLE NUMBER JC9900DV, 36.2 FT (11.0 M) WEST OF POLE NUMBER
 DS3790'JC9901DV, 8.5 FT (2.6 M) SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A
 DS3790'DOUBLE-GRATED INLET IN THE SHOULDER OF EASTBOUND NEW JERSEY STATE
 DS3790'HIGHWAY 37.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6777 ***********************************************************************
 KV6777  DESIGNATION -  15 S 2
 KV6777  PID         -  KV6777
 KV6777  STATE/COUNTY-  NJ/OCEAN
 KV6777  COUNTRY     -  US
 KV6777  USGS QUAD   -  POINT PLEASANT (2019)
 KV6777
 KV6777                         *CURRENT SURVEY CONTROL
 KV6777  ______________________________________________________________________
 KV6777* NAD 83(2011) POSITION- 40 02 27.15428(N) 074 06 47.10119(W)   ADJUSTED
 KV6777* NAD 83(2011) ELLIP HT-   -28.616 (meters)        (06/27/12)   ADJUSTED
 KV6777* NAD 83(2011) EPOCH   -  2010.00
 KV6777* NAVD 88 ORTHO HEIGHT -     4.4   (meters)       14.    (feet) GPS OBS
 KV6777  ______________________________________________________________________
 KV6777  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6777  GEOID HEIGHT    -        -33.270 (meters)                     GEOID93
 KV6777  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KV6777  NAD 83(2011) X  -  1,338,522.849 (meters)                     COMP
 KV6777  NAD 83(2011) Y  - -4,702,996.734 (meters)                     COMP
 KV6777  NAD 83(2011) Z  -  4,081,442.959 (meters)                     COMP
 KV6777  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 KV6777
 KV6777  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6777  Standards:
 KV6777         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6777            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6777  -------------------------------------------------------------------
 KV6777  NETWORK    0.61   0.82           0.24   0.26   0.42      0.17295479
 KV6777  -------------------------------------------------------------------
 KV6777  Click here for local accuracies and other accuracy information.
 KV6777
 KV6777.The horizontal coordinates were established by GPS observations
 KV6777.and adjusted by the National Geodetic Survey in June 2012.
 KV6777
 KV6777.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6777.been affixed to the stable North American tectonic plate. See 
 KV6777.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6777
 KV6777.The horizontal coordinates are valid at the epoch date displayed above
 KV6777.which is a decimal equivalence of Year/Month/Day.
 KV6777
 KV6777.The orthometric height was determined by GPS observations and a
 KV6777.high-resolution geoid model.
 KV6777
 KV6777.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6777.GEOID18 height accuracy estimate available here.
 KV6777
 KV6777.Click photographs - Photos may exist for this station.
 KV6777
 KV6777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6777
 KV6777.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6777
 KV6777.The ellipsoidal height was determined by GPS observations
 KV6777.and is referenced to NAD 83.
 KV6777
 KV6777. The following values were computed from the NAD 83(2011) position.
 KV6777
 KV6777;                    North         East     Units Scale Factor Converg.
 KV6777;SPC NJ       -   134,124.364   183,017.310   MT  0.99991342   +0 14 56.1
 KV6777;SPC NJ       -   440,039.68    600,449.29   sFT  0.99991342   +0 14 56.1
 KV6777;UTM  18      - 4,432,670.852   575,662.278   MT  0.99967047   +0 34 14.2
 KV6777
 KV6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6777!SPC NJ       -   1.00000449  x   0.99991342  =   0.99991791
 KV6777!UTM  18      -   1.00000449  x   0.99967047  =   0.99967496
 KV6777
 KV6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7566232670(NAD 83)
 KV6777
 KV6777                          SUPERSEDED SURVEY CONTROL
 KV6777
 KV6777  NAD 83(2007)-  40 02 27.15467(N)    074 06 47.10164(W) AD(2002.00) 0
 KV6777  ELLIP H (02/10/07)  -28.607  (m)                       GP(2002.00)    
 KV6777  ELLIP H (10/23/02)  -28.595  (m)                       GP(       ) 4 1
 KV6777  NAD 83(1996)-  40 02 27.15436(N)    074 06 47.10127(W) AD(       ) 1
 KV6777  ELLIP H (05/14/99)  -28.615  (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
 KV6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6777.See file dsdata.pdf to determine how the superseded data were derived.
 KV6777
 KV6777_MARKER: DD = SURVEY DISK
 KV6777_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6777_STAMPING: 15 S 2 1991
 KV6777_MARK LOGO: USFWS
 KV6777_PROJECTION: FLUSH
 KV6777_MAGNETIC: P = MARKER IS A STEEL PIPE
 KV6777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6777+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2020
 KV6777_ROD/PIPE-DEPTH: 1 meters
 KV6777
 KV6777  HISTORY     - Date     Condition        Report By
 KV6777  HISTORY     - 1991     MONUMENTED       NJGS
 KV6777  HISTORY     - 20040224 GOOD             AASCO
 KV6777  HISTORY     - 20201102 GOOD             NJGS
 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.
 KV6777
 KV6777                          STATION RECOVERY (2020)
 KV6777
 KV6777'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6915 ***********************************************************************
 AM6915  DESIGNATION -  15 S 3
 AM6915  PID         -  AM6915
 AM6915  STATE/COUNTY-  NJ/OCEAN
 AM6915  COUNTRY     -  US
 AM6915  USGS QUAD   -  BARNEGAT LIGHT (2019)
 AM6915
 AM6915                         *CURRENT SURVEY CONTROL
 AM6915  ______________________________________________________________________
 AM6915* NAD 83(1986) POSITION- 39 45 02.74   (N) 074 06 45.83   (W)   HD_HELD1
 AM6915* NAVD 88 ORTHO HEIGHT -     1.311 (meters)        4.30  (feet) ADJUSTED
 AM6915  ______________________________________________________________________
 AM6915  GEOID HEIGHT    -        -33.345 (meters)                     GEOID18
 AM6915  DYNAMIC HEIGHT  -          1.310 (meters)        4.30  (feet) COMP
 AM6915  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 AM6915
 AM6915  VERT ORDER      -  FIRST     CLASS II
 AM6915
 AM6915.The horizontal coordinates were determined by differentially corrected
 AM6915.hand held GPS observations or other comparable positioning techniques
 AM6915.and have an estimated accuracy of +/- 3 meters.
 AM6915
 AM6915.The orthometric height was determined by differential leveling and
 AM6915.adjusted by the NATIONAL GEODETIC SURVEY
 AM6915.in February 2021.
 AM6915
 AM6915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6915.GEOID18 height accuracy estimate available here.
 AM6915
 AM6915.Click photographs - Photos may exist for this station.
 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       -   101,915.3     183,187.1     MT  (+/- 3 meters HH1 GPS) 
 AM6915
 AM6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7601200471(NAD 83)
 AM6915
 AM6915                          SUPERSEDED SURVEY CONTROL
 AM6915
 AM6915  NAVD 88 (03/25/05)    1.316  (m)            4.32   (f) SUPERSEDED  1 2
 AM6915
 AM6915.Superseded values are not recommended for survey control.
 AM6915
 AM6915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6915.See file dsdata.pdf to determine how the superseded data were derived.
 AM6915
 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 - June 03, 2020
 AM6915
 AM6915  HISTORY     - Date     Condition        Report By
 AM6915  HISTORY     - 1999     MONUMENTED       NJGS
 AM6915  HISTORY     - 20060421 GOOD             GEOCAC
 AM6915  HISTORY     - 20100326 GOOD             NJGS
 AM6915  HISTORY     - 20120430 GOOD             INDIV
 AM6915  HISTORY     - 20200603 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AM6915
 AM6915                          STATION RECOVERY (2010)
 AM6915
 AM6915'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AM6915'RECOVERED IN GOOD CONDITION.
 AM6915
 AM6915                          STATION RECOVERY (2012)
 AM6915
 AM6915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 AM6915'RECOVERED AS DESCRIBED. THE FLAGPOLE BASE IS NO LONGER USED AND THE
 AM6915'SURROUNDING AREA IS OVERGROWN WITH WEEDS AND BRUSH.
 AM6915
 AM6915                          STATION RECOVERY (2020)
 AM6915
 AM6915'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6915'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHEAST OF SHIP
 AM6915'BOTTOM, 7.4 MI (11.9 KM) SOUTHEAST OF FORKED RIVER AND IN THE TOWN OF
 AM6915'BARNEGAT LIGHT, NEW JERSEY.
 AM6915'
 AM6915'THE YACHT BASIN IS SITUATED BETWEEN 17TH AND 18TH STREET.
 AM6915'
 AM6915'THE STATION IS 17.0 M (55.8 FT) WEST FROM THE CENTERLINE OF BAYVIEW
 AM6915'AVENUE, 50.0 M (164.0 FT) SOUTH FROM THE CENTERLINE OF 17TH STREET AND
 AM6915'47.0 M (154.2 FT) NORTH FROM THE CENTERLINE OF 18TH STREET, SET FLUSH
 AM6915'IN A DRILL HOLE IN THE EAST SIDE OF A ROUND CONCRETE BASE SITUATED IN
 AM6915'A RAISE FLOWER PLANTER SURROUNDING THE CUT OFF REMAINS OF A THREE
 AM6915'LEGGED MAST EAST SIDE OF THE PARKING LOT FOR THE BARNEGAT LIGHT YACHT
 AM6915'BASIN.
 AM6915'
 AM6915'THE STATION IS 1.4 FT (0.4 M) SOUTHEAST OF THE SOUTHWEST ANGLE IRON
 AM6915'FOR THE MAST, 1.4 FT (0.4 M) SOUTH OF THE EASTERLY REMAINS OF THE
 AM6915'ANGLE IRON FOR THE REMAINS OF THE MAST AND 2.7 FT (0.8 M) NORTHWEST OF
 AM6915'THE SOUTHEAST FACE OF THE BLOCK PLANTER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6002 ***********************************************************************
 DM6002  TIDAL BM    -  This is a Tidal Bench Mark.
 DM6002  DESIGNATION -  15 S 4
 DM6002  PID         -  DM6002
 DM6002  STATE/COUNTY-  NJ/OCEAN
 DM6002  COUNTRY     -  US
 DM6002  USGS QUAD   -  TOMS RIVER (2019)
 DM6002
 DM6002                         *CURRENT SURVEY CONTROL
 DM6002  ______________________________________________________________________
 DM6002* NAD 83(1986) POSITION- 39 57 03.     (N) 074 12 00.     (W)   SCALED
 DM6002* NAVD 88 ORTHO HEIGHT -     1.719 (meters)        5.64  (feet) ADJUSTED
 DM6002  ______________________________________________________________________
 DM6002  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 DM6002  DYNAMIC HEIGHT  -          1.718 (meters)        5.64  (feet) COMP
 DM6002  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM6002
 DM6002  VERT ORDER      -  FIRST     CLASS II
 DM6002
 DM6002.The horizontal coordinates were scaled from a map and have
 DM6002.an estimated accuracy of +/- 6 seconds.
 DM6002
 DM6002.The orthometric height was determined by differential leveling and
 DM6002.adjusted by the NATIONAL GEODETIC SURVEY
 DM6002.in May 2011.
 DM6002
 DM6002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6002.GEOID18 height accuracy estimate available here.
 DM6002
 DM6002.This Tidal Bench Mark is designated as VM 21343
 DM6002.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM6002
 DM6002.Click photographs - Photos may exist for this station.
 DM6002
 DM6002.The dynamic height is computed by dividing the NAVD 88
 DM6002.geopotential number by the normal gravity value computed on the
 DM6002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6002.degrees latitude (g = 980.6199 gals.).
 DM6002
 DM6002.The modeled gravity was interpolated from observed gravity values.
 DM6002
 DM6002;                    North         East    Units  Estimated Accuracy
 DM6002;SPC NJ       -   124,100.      175,630.      MT  (+/- 180 meters Scaled)
 DM6002
 DM6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK683226(NAD 83)
 DM6002
 DM6002                          SUPERSEDED SURVEY CONTROL
 DM6002
 DM6002.No superseded survey control is available for this station.
 DM6002
 DM6002_MARKER: DD = SURVEY DISK
 DM6002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6002_SP_SET: BRIDGE HEADWALL IN GUTTERLINE
 DM6002_STAMPING: 15 S 4 2007
 DM6002_MARK LOGO: NJGS
 DM6002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6002+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2010
 DM6002
 DM6002  HISTORY     - Date     Condition        Report By
 DM6002  HISTORY     - 20071004 MONUMENTED       NJGS
 DM6002  HISTORY     - 20100409 GOOD             NJGS
 DM6002
 DM6002                          STATION DESCRIPTION
 DM6002
 DM6002'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6002'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER COUNTERSUNK IN A
 DM6002'DRILL HOLE IN THE GUTTERLINE OF THE ABUTMENT OF THE HERFLICKER
 DM6002'BOULEVARD (STATE ROUTE 166) BRIDGE OVER THE TOMS RIVER.
 DM6002'
 DM6002'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON STREET AND MAIN
 DM6002'STREET, GO 0.1 MI (0.2 KM) SOUTH ON MAIN STREET TO THE JUNCTION WITH
 DM6002'WATER STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM) TO IRON STREET.  TURN
 DM6002'LEFT AND GO 0.1 MI (0.2 KM) TO HERFLICKER BOULEVARD.  TURN LEFT AND GO
 DM6002'0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DM6002'
 DM6002'THE STATION IS 0.3 M (1.0 FT) NORTH OF THE SOUTH CURB OF THE BRIDGE,
 DM6002'6.0 M (19.7 FT) NORTHEAST OF THE WEST END OF THE SOUTH PARAPET WALL OF
 DM6002'THE BRIDGE, 2.3 M (7.5 FT) NORTH OF THE WEST END OF THE ALUMINUM
 DM6002'HANDRAIL ON THE SOUTH SIDEWALK OF THE BRIDGE.
 DM6002
 DM6002                          STATION RECOVERY (2010)
 DM6002
 DM6002'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM6002'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7941 ***********************************************************************
 DP7941  DESIGNATION -  15 S 5
 DP7941  PID         -  DP7941
 DP7941  STATE/COUNTY-  NJ/OCEAN
 DP7941  COUNTRY     -  US
 DP7941  USGS QUAD   -  POINT PLEASANT (2019)
 DP7941
 DP7941                         *CURRENT SURVEY CONTROL
 DP7941  ______________________________________________________________________
 DP7941* NAD 83(1986) POSITION- 40 03 21.83   (N) 074 02 49.28   (W)   HD_HELD1
 DP7941* NAVD 88 ORTHO HEIGHT -     1.333 (meters)        4.37  (feet) ADJUSTED
 DP7941  ______________________________________________________________________
 DP7941  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 DP7941  DYNAMIC HEIGHT  -          1.333 (meters)        4.37  (feet) COMP
 DP7941  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 DP7941
 DP7941  VERT ORDER      -  FIRST     CLASS II
 DP7941
 DP7941.The horizontal coordinates were determined by differentially corrected
 DP7941.hand held GPS observations or other comparable positioning techniques
 DP7941.and have an estimated accuracy of +/- 3 meters.
 DP7941
 DP7941.The orthometric height was determined by differential leveling and
 DP7941.adjusted by the NATIONAL GEODETIC SURVEY
 DP7941.in September 2015.
 DP7941
 DP7941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7941.GEOID18 height accuracy estimate available here.
 DP7941
 DP7941.Click photographs - Photos may exist for this station.
 DP7941
 DP7941.The dynamic height is computed by dividing the NAVD 88
 DP7941.geopotential number by the normal gravity value computed on the
 DP7941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7941.degrees latitude (g = 980.6199 gals.).
 DP7941
 DP7941.The modeled gravity was interpolated from observed gravity values.
 DP7941
 DP7941;                    North         East    Units  Estimated Accuracy
 DP7941;SPC NJ       -   135,837.2     188,646.1     MT  (+/- 3 meters HH1 GPS) 
 DP7941
 DP7941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8127934414(NAD 83)
 DP7941
 DP7941                          SUPERSEDED SURVEY CONTROL
 DP7941
 DP7941.No superseded survey control is available for this station.
 DP7941
 DP7941_STAMPING: 15 S 5 2012
 DP7941_MARK LOGO: NJGS
 DP7941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7941+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7941
 DP7941  HISTORY     - Date     Condition        Report By
 DP7941  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7941  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7941
 DP7941                          STATION DESCRIPTION
 DP7941
 DP7941'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7941'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF SEASIDE PARK,
 DP7941'2.4 MI (3.9 KM) SOUTH OF POINT PLEASANT BEACH AND 2.2 MI (3.5 KM)
 DP7941'SOUTH-SOUTHEAST OF POINT PLEASANT.
 DP7941'
 DP7941'THE STATION IS LOCATED IN THE BOROUGH OF MANTOLOKING, ON THE EAST SIDE
 DP7941'OF OCEAN BOULEVARD (STATE HIGHWAY 35).
 DP7941'
 DP7941'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 35 AND
 DP7941'HERBERT STREET, (COUNTY ROAD 528), GO NORTH ON STATE HIGHWAY 35 FOR
 DP7941'1.14 MI (1.8 KM) TO THE TEE INTERSECTION WITH BERGEN AVENUE AND THE
 DP7941'STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN A CONCRETE CURB AT
 DP7941'THE NORTHEAST CORNER OF THE INTERSECTION.
 DP7941'
 DP7941'THE STATION IS 20.8 FT (6.3 M) EAST FROM THE CENTERLINE OF STATE
 DP7941'HIGHWAY 35, 76.0 FT (23.2 M) SOUTH FROM THE CENTERLINE OF CHAFEY
 DP7941'PLACE, 30.0 FT (9.1 M) NORTH FROM THE EXTENDED CENTERLINE OF BERGEN
 DP7941'AVENUE, 43.0 FT (13.1 M) NORTH FROM WOOD UTILITY POLE NUMBER JC 92 MG
 DP7941'AND 30.0 FT (9.1 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF AN ENCLOSED
 DP7941'PORCH FOR HOUSE NUMBER 105 CHAFEY PLACE, 1 FT (0.3 M) WEST OF A
 DP7941'WITNESS POST.
 DP7941
 DP7941                          STATION RECOVERY (2015)
 DP7941
 DP7941'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7941'THE STRUCTURE, CURB, INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7962 ***********************************************************************
 DP7962  DESIGNATION -  15 S 6
 DP7962  PID         -  DP7962
 DP7962  STATE/COUNTY-  NJ/OCEAN
 DP7962  COUNTRY     -  US
 DP7962  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7962
 DP7962                         *CURRENT SURVEY CONTROL
 DP7962  ______________________________________________________________________
 DP7962* NAD 83(1986) POSITION- 39 48 10.44   (N) 074 05 36.80   (W)   HD_HELD1
 DP7962* NAVD 88 ORTHO HEIGHT -     3.265 (meters)       10.71  (feet) ADJUSTED
 DP7962  ______________________________________________________________________
 DP7962  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 DP7962  DYNAMIC HEIGHT  -          3.263 (meters)       10.71  (feet) COMP
 DP7962  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 DP7962
 DP7962  VERT ORDER      -  FIRST     CLASS II
 DP7962
 DP7962.The horizontal coordinates were determined by differentially corrected
 DP7962.hand held GPS observations or other comparable positioning techniques
 DP7962.and have an estimated accuracy of +/- 3 meters.
 DP7962
 DP7962.The orthometric height was determined by differential leveling and
 DP7962.adjusted by the NATIONAL GEODETIC SURVEY
 DP7962.in September 2015.
 DP7962
 DP7962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7962.GEOID18 height accuracy estimate available here.
 DP7962
 DP7962.Click photographs - Photos may exist for this station.
 DP7962
 DP7962.The dynamic height is computed by dividing the NAVD 88
 DP7962.geopotential number by the normal gravity value computed on the
 DP7962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7962.degrees latitude (g = 980.6199 gals.).
 DP7962
 DP7962.The modeled gravity was interpolated from observed gravity values.
 DP7962
 DP7962;                    North         East    Units  Estimated Accuracy
 DP7962;SPC NJ       -   107,711.1     184,804.0     MT  (+/- 3 meters HH1 GPS) 
 DP7962
 DP7962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7759606274(NAD 83)
 DP7962
 DP7962                          SUPERSEDED SURVEY CONTROL
 DP7962
 DP7962.No superseded survey control is available for this station.
 DP7962
 DP7962_MARKER: DD = SURVEY DISK
 DP7962_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP7962+WITH SETTING: PAVEMENT
 DP7962_SP_SET: STAIRCASE FOUNDATION
 DP7962_STAMPING: 15 S 6 2012
 DP7962_MARK LOGO: NJGS
 DP7962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7962+STABILITY: SURFACE MOTION
 DP7962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7962+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2012
 DP7962
 DP7962  HISTORY     - Date     Condition        Report By
 DP7962  HISTORY     - 20120319 MONUMENTED       NJGS
 DP7962
 DP7962                          STATION DESCRIPTION
 DP7962
 DP7962'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7962'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH OF SEASIDE PARK,
 DP7962'5.8 MI (9.3 KM) EAST-SOUTHEAST OF FORKED RIVER AND 3.2 MI (5.1 KM)
 DP7962'NORTH-NORTHEAST OF BARNEGAT LIGHT.
 DP7962'
 DP7962'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7962'THE BOUNDARY OF ISLAND BEACH STATE PARK AND ON THE GROUNDS OF THE
 DP7962'FORMER FORKED RIVER COAST GUARD STATION, NOW KNOWN AS THE FORKED RIVER
 DP7962'NATURE CENTER.
 DP7962'
 DP7962'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE TO ISLAND
 DP7962'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7962'ROAD FOR 7.02 MI (11.3 KM) TO THE ENTRANCE DRIVE LEADING TO THE
 DP7962'UNIMPROVED PARKING LOT FOR THE FORKED RIVER NATURE CENTER ON THE LEFT.
 DP7962'TURN LEFT AND GO EAST-NORTHEAST THROUGH THE PARKING LOT FOR ABOUT 64
 DP7962'FT (19.5 M) TO THE END OF TRUCK TRAVEL.  PARK TRUCK AND PACK
 DP7962'NORTH-NORTHEAST ON A PAVED WALKWAY FOR ABOUT 93 FT (28.3 M) TO THE
 DP7962'NORTHWEST CORNER OF THE NATURE CENTER BUILDING AND THE STATION ON THE
 DP7962'RIGHT, SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST CORNER OF A CONCRETE
 DP7962'FOUNDATION FOR A STAIRCASE ON THE WEST SIDE OF THE BUILDING.
 DP7962'
 DP7962'THE STATION IS 5.8 FT (1.8 M) SOUTH FROM THE NORTHWEST CORNER OF THE
 DP7962'BUILDING, 6.0 FT (1.8 M) NORTH FROM THE CENTERLINE OF THE STAIRCASE
 DP7962'LEADING TO THE SECOND FLOOR OF THE NATURE CENTER BUILDING, 17.2 FT
 DP7962'(5.2 M) SOUTH FROM THE NORTHEAST CORNER OF A SPLIT RAIL FENCE AND 7.3
 DP7962'FT (2.2 M) EAST FROM THE NORTHEAST CORNER OF THE FOUNDATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3993 ***********************************************************************
 DQ3993  DESIGNATION -  15 S 7
 DQ3993  PID         -  DQ3993
 DQ3993  STATE/COUNTY-  NJ/OCEAN
 DQ3993  COUNTRY     -  US
 DQ3993  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3993
 DQ3993                         *CURRENT SURVEY CONTROL
 DQ3993  ______________________________________________________________________
 DQ3993* NAD 83(1986) POSITION- 39 58 51.02   (N) 074 04 00.39   (W)   HD_HELD1
 DQ3993* NAVD 88 ORTHO HEIGHT -     1.096 (meters)        3.60  (feet) ADJUSTED
 DQ3993  ______________________________________________________________________
 DQ3993  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 DQ3993  DYNAMIC HEIGHT  -          1.095 (meters)        3.59  (feet) COMP
 DQ3993  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 DQ3993
 DQ3993  VERT ORDER      -  FIRST     CLASS II
 DQ3993
 DQ3993.The horizontal coordinates were determined by differentially corrected
 DQ3993.hand held GPS observations or other comparable positioning techniques
 DQ3993.and have an estimated accuracy of +/- 3 meters.
 DQ3993
 DQ3993.The orthometric height was determined by differential leveling and
 DQ3993.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3993.in March 2017.
 DQ3993
 DQ3993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3993.GEOID18 height accuracy estimate available here.
 DQ3993
 DQ3993.Click photographs - Photos may exist for this station.
 DQ3993
 DQ3993.The dynamic height is computed by dividing the NAVD 88
 DQ3993.geopotential number by the normal gravity value computed on the
 DQ3993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3993.degrees latitude (g = 980.6199 gals.).
 DQ3993
 DQ3993.The modeled gravity was interpolated from observed gravity values.
 DQ3993
 DQ3993;                    North         East    Units  Estimated Accuracy
 DQ3993;SPC NJ       -   127,477.0     187,001.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3993
 DQ3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7968226047(NAD 83)
 DQ3993
 DQ3993                          SUPERSEDED SURVEY CONTROL
 DQ3993
 DQ3993.No superseded survey control is available for this station.
 DQ3993
 DQ3993_MARKER: DD = SURVEY DISK
 DQ3993_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ3993_SP_SET: CURB
 DQ3993_STAMPING: 15 S 7 2015
 DQ3993_MARK LOGO: NJGS
 DQ3993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3993
 DQ3993  HISTORY     - Date     Condition        Report By
 DQ3993  HISTORY     - 20151110 MONUMENTED       NJGS
 DQ3993
 DQ3993                          STATION DESCRIPTION
 DQ3993
 DQ3993'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3993'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF TOMS
 DQ3993'RIVER, 7.0 MI (11.3 KM) SOUTH OF POINT PLEASANT AND 3.8 MI (6.1 KM)
 DQ3993'NORTH OF SEASIDE PARK, IN TOMS RIVER TOWNSHIP.
 DQ3993'
 DQ3993'THE STATION IS SET IN A DRILL HOLE IN THE CURB ON THE EAST SIDE OF THE
 DQ3993'NORTHBOUND LANES OF NEW JERSEY STATE ROUTE 35 AT THE SOUTHEAST CORNER
 DQ3993'OF THE JUNCTION OF NEW JERSEY STATE ROUTE 35 NORTHBOUND AND EAST SPRAY
 DQ3993'WAY.
 DQ3993'
 DQ3993'THE STATION IS 23 FT (7.0 M) SOUTH OF THE CENTERLINE OF EAST SPRAY
 DQ3993'WAY, 11 FT (3.4 M) SOUTH OF POLE NUMBER JC306DV, 48 FT (14.6 M) NORTH
 DQ3993'OF THE CENTERLINE OF EAST SURF WAY, 3 FT (0.9 M) SOUTH OF THE CENTER
 DQ3993'OF AN INLET CURB PIECE, 35 FT (10.7 M) EAST OF THE CENTERLINE OF THE
 DQ3993'NORTHBOUND LANES OF NEW JERSEY STATE ROUTE 35.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4017 ***********************************************************************
 DQ4017  DESIGNATION -  15 S 8
 DQ4017  PID         -  DQ4017
 DQ4017  STATE/COUNTY-  NJ/OCEAN
 DQ4017  COUNTRY     -  US
 DQ4017  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4017
 DQ4017                         *CURRENT SURVEY CONTROL
 DQ4017  ______________________________________________________________________
 DQ4017* NAD 83(1986) POSITION- 39 56 37.18   (N) 074 04 42.82   (W)   HD_HELD1
 DQ4017* NAVD 88 ORTHO HEIGHT -     1.292 (meters)        4.24  (feet) ADJUSTED
 DQ4017  ______________________________________________________________________
 DQ4017  GEOID HEIGHT    -        -33.097 (meters)                     GEOID18
 DQ4017  DYNAMIC HEIGHT  -          1.291 (meters)        4.24  (feet) COMP
 DQ4017  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DQ4017
 DQ4017  VERT ORDER      -  FIRST     CLASS II
 DQ4017
 DQ4017.The horizontal coordinates were determined by differentially corrected
 DQ4017.hand held GPS observations or other comparable positioning techniques
 DQ4017.and have an estimated accuracy of +/- 3 meters.
 DQ4017
 DQ4017.The orthometric height was determined by differential leveling and
 DQ4017.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4017.in March 2017.
 DQ4017
 DQ4017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4017.GEOID18 height accuracy estimate available here.
 DQ4017
 DQ4017.Click photographs - Photos may exist for this station.
 DQ4017
 DQ4017.The dynamic height is computed by dividing the NAVD 88
 DQ4017.geopotential number by the normal gravity value computed on the
 DQ4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4017.degrees latitude (g = 980.6199 gals.).
 DQ4017
 DQ4017.The modeled gravity was interpolated from observed gravity values.
 DQ4017
 DQ4017;                    North         East    Units  Estimated Accuracy
 DQ4017;SPC NJ       -   123,344.5     186,014.3     MT  (+/- 3 meters HH1 GPS) 
 DQ4017
 DQ4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7871821910(NAD 83)
 DQ4017
 DQ4017                          SUPERSEDED SURVEY CONTROL
 DQ4017
 DQ4017.No superseded survey control is available for this station.
 DQ4017
 DQ4017_MARKER: DD = SURVEY DISK
 DQ4017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ4017_SP_SET: WATER TANK FOOTING
 DQ4017_STAMPING: 15 S 8 2016
 DQ4017_MARK LOGO: NJGS
 DQ4017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4017+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2016
 DQ4017
 DQ4017  HISTORY     - Date     Condition        Report By
 DQ4017  HISTORY     - 20160314 MONUMENTED       NJGS
 DQ4017
 DQ4017                          STATION DESCRIPTION
 DQ4017
 DQ4017'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4017'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTHEAST OF FORKED
 DQ4017'RIVER, 6.4 MI (10.3 KM) EAST OF TOMS RIVER AND 1.2 MI (1.9 KM) NORTH
 DQ4017'OF SEASIDE PARK, IN THE BOROUGH SEASIDE HEIGHTS.
 DQ4017'
 DQ4017'THE STATION IS SET IN A DRILL HOLE IN THE EAST CORNER OF THE SOUTHEAST
 DQ4017'LEG FOOTING FOR A 6-LEGGED WATER TANK ON THE GROUNDS OF THE SEASIDE
 DQ4017'HEIGHTS PUBLIC WORK FACILITY NEAR THE NORTHWEST CORNER OF THE JUNCTION
 DQ4017'OF SHERMAN AVENUE AND BAY AVENUE.
 DQ4017'
 DQ4017'THE STATION IS 29 FT (8.8 M) SOUTHEAST OF THE CENTER STAND PIPE, ABOUT
 DQ4017'100 FT (30.5 M) WEST OF THE CENTERLINE OF THE ENTRANCE ROAD, 72 FT
 DQ4017'(21.9 M) SOUTH OF A PERIMETER CHAIN LINK FENCE ON THE SOUTH SIDE OF
 DQ4017'SHERMAN AVENUE, 69 FT (21.0 M) EAST OF A PERIMETER CHAIN LINK FENCE ON
 DQ4017'THE EAST SIDE OF BAY AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6446 ***********************************************************************
 DR6446  DESIGNATION -  15 S 9
 DR6446  PID         -  DR6446
 DR6446  STATE/COUNTY-  NJ/OCEAN
 DR6446  COUNTRY     -  US
 DR6446  USGS QUAD   -  WEST CREEK (2019)
 DR6446
 DR6446                         *CURRENT SURVEY CONTROL
 DR6446  ______________________________________________________________________
 DR6446* NAD 83(1986) POSITION- 39 38 07.67   (N) 074 18 23.23   (W)   HD_HELD1
 DR6446* NAVD 88 ORTHO HEIGHT -     2.203 (meters)        7.23  (feet) ADJUSTED
 DR6446  ______________________________________________________________________
 DR6446  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 DR6446  DYNAMIC HEIGHT  -          2.202 (meters)        7.22  (feet) COMP
 DR6446  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 DR6446
 DR6446  VERT ORDER      -  FIRST     CLASS II
 DR6446
 DR6446.The horizontal coordinates were determined by differentially corrected
 DR6446.hand held GPS observations or other comparable positioning techniques
 DR6446.and have an estimated accuracy of +/- 3 meters.
 DR6446
 DR6446.The orthometric height was determined by differential leveling and
 DR6446.adjusted by the NATIONAL GEODETIC SURVEY
 DR6446.in February 2021.
 DR6446
 DR6446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6446.GEOID18 height accuracy estimate available here.
 DR6446
 DR6446.Click photographs - Photos may exist for this station.
 DR6446
 DR6446.The dynamic height is computed by dividing the NAVD 88
 DR6446.geopotential number by the normal gravity value computed on the
 DR6446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6446.degrees latitude (g = 980.6199 gals.).
 DR6446
 DR6446.The modeled gravity was interpolated from observed gravity values.
 DR6446
 DR6446;                    North         East    Units  Estimated Accuracy
 DR6446;SPC NJ       -    89,061.5     166,613.6     MT  (+/- 3 meters HH1 GPS) 
 DR6446
 DR6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5951487528(NAD 83)
 DR6446
 DR6446                          SUPERSEDED SURVEY CONTROL
 DR6446
 DR6446.No superseded survey control is available for this station.
 DR6446
 DR6446_MARKER: DD = SURVEY DISK
 DR6446_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6446_SP_SET: CURB
 DR6446_STAMPING: 15 S 9 2019
 DR6446_MARK LOGO: NJGS
 DR6446_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6446+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2019
 DR6446
 DR6446  HISTORY     - Date     Condition        Report By
 DR6446  HISTORY     - 20190321 MONUMENTED       NJGS
 DR6446
 DR6446                          STATION DESCRIPTION
 DR6446
 DR6446'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6446'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF BEACH
 DR6446'HAVEN, 2.9 MI (4.7 KM) NORTHEAST OF TUCKERTON AND IN THE TOWN OF WEST
 DR6446'CREEK, EAGLESWOOD TOWNSHIP NJ.
 DR6446'
 DR6446'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND NEW
 DR6446'JERSEY STATE ROUTE 72, GO 4.75 MI (7.64 KM) SOUTH ON U.S. HIGHWAY 9 TO
 DR6446'THE STATION ON THE LEFT, NORTH OF THE INTERSECTION OF U.S. HIGHWAY 9
 DR6446'AND DOCK ROAD.
 DR6446'
 DR6446'THE STATION IS 56 FT (17.1 M) NORTHEAST OF THE CENTERLINE OF DOCK
 DR6446'ROAD, 20 FT (6.1 M) SOUTHEAST FROM THE CENTERLINE OF ROUTE 9, 13 FT
 DR6446'(4.0 M) WEST-NORTHWEST FROM A LAMP POST, 91 FT (27.7 M) SOUTHWEST OF
 DR6446'UTILITY POLE NUMBER 6440, 13 FT (4.0 M) NORTHEAST OF THE CENTERLINE OF
 DR6446'CURB HEAD OF AN INLET AND 12 FT (3.7 M) NORTH-NORTHWEST OF A TWO POST
 DR6446'WOODEN SIGN (WEST CREEK).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6306 ***********************************************************************
 KV6306  DESIGNATION -  15 T 1
 KV6306  PID         -  KV6306
 KV6306  STATE/COUNTY-  NJ/OCEAN
 KV6306  COUNTRY     -  US
 KV6306  USGS QUAD   -  ADELPHIA (2019)
 KV6306
 KV6306                         *CURRENT SURVEY CONTROL
 KV6306  ______________________________________________________________________
 KV6306* NAD 83(1986) POSITION- 40 09 17.     (N) 074 20 24.     (W)   SCALED
 KV6306* NAVD 88 ORTHO HEIGHT -    40.355 (meters)      132.40  (feet) ADJUSTED
 KV6306  ______________________________________________________________________
 KV6306  GEOID HEIGHT    -        -32.438 (meters)                     GEOID18
 KV6306  DYNAMIC HEIGHT  -         40.338 (meters)      132.34  (feet) COMP
 KV6306  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 KV6306
 KV6306  VERT ORDER      -  FIRST     CLASS II
 KV6306
 KV6306.The horizontal coordinates were scaled from a map and have
 KV6306.an estimated accuracy of +/- 6 seconds.
 KV6306
 KV6306.The orthometric height was determined by differential leveling and
 KV6306.adjusted by the NATIONAL GEODETIC SURVEY
 KV6306.in June 1991.
 KV6306
 KV6306.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6306.GEOID18 height accuracy estimate available here.
 KV6306
 KV6306.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK562451(NAD 83)
 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
 KV6306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6306.See file dsdata.pdf to determine how the superseded data were derived.
 KV6306
 KV6306_MARKER: DD = SURVEY DISK
 KV6306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DR6486 ***********************************************************************
 DR6486  DESIGNATION -  15 T 10
 DR6486  PID         -  DR6486
 DR6486  STATE/COUNTY-  NJ/OCEAN
 DR6486  COUNTRY     -  US
 DR6486  USGS QUAD   -  BEACH HAVEN (2019)
 DR6486
 DR6486                         *CURRENT SURVEY CONTROL
 DR6486  ______________________________________________________________________
 DR6486* NAD 83(1986) POSITION- 39 33 15.24   (N) 074 14 55.92   (W)   HD_HELD1
 DR6486* NAVD 88 ORTHO HEIGHT -     1.179 (meters)        3.87  (feet) ADJUSTED
 DR6486  ______________________________________________________________________
 DR6486  GEOID HEIGHT    -        -33.842 (meters)                     GEOID18
 DR6486  DYNAMIC HEIGHT  -          1.178 (meters)        3.86  (feet) COMP
 DR6486  MODELED GRAVITY -    980,134.3   (mgal)                       NAVD 88
 DR6486
 DR6486  VERT ORDER      -  FIRST     CLASS II
 DR6486
 DR6486.The horizontal coordinates were determined by differentially corrected
 DR6486.hand held GPS observations or other comparable positioning techniques
 DR6486.and have an estimated accuracy of +/- 3 meters.
 DR6486
 DR6486.The orthometric height was determined by differential leveling and
 DR6486.adjusted by the NATIONAL GEODETIC SURVEY
 DR6486.in February 2021.
 DR6486
 DR6486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6486.GEOID18 height accuracy estimate available here.
 DR6486
 DR6486.Click photographs - Photos may exist for this station.
 DR6486
 DR6486.The dynamic height is computed by dividing the NAVD 88
 DR6486.geopotential number by the normal gravity value computed on the
 DR6486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6486.degrees latitude (g = 980.6199 gals.).
 DR6486
 DR6486.The modeled gravity was interpolated from observed gravity values.
 DR6486
 DR6486;                    North         East    Units  Estimated Accuracy
 DR6486;SPC NJ       -    80,055.8     171,581.9     MT  (+/- 3 meters HH1 GPS) 
 DR6486
 DR6486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6453178552(NAD 83)
 DR6486
 DR6486                          SUPERSEDED SURVEY CONTROL
 DR6486
 DR6486.No superseded survey control is available for this station.
 DR6486
 DR6486_MARKER: DD = SURVEY DISK
 DR6486_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6486_SP_SET: CURB
 DR6486_STAMPING: 15 T 10 2019
 DR6486_MARK LOGO: NJGS
 DR6486_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6486+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DR6486
 DR6486  HISTORY     - Date     Condition        Report By
 DR6486  HISTORY     - 20190822 MONUMENTED       NJGS
 DR6486  HISTORY     - 20240918 GOOD             LOCSUR
 DR6486
 DR6486                          STATION DESCRIPTION
 DR6486
 DR6486'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6486'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF WEST
 DR6486'CREEK, 5.9 MI (9.5 KM) SOUTHEAST OF TUCKERTON AND IN THE TOWN OF BEACH
 DR6486'HAVEN, NEW JERSEY.
 DR6486'
 DR6486'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6486'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 7.6 MI (12.2 KM) SOUTH
 DR6486'ON LONG BEACH BOULEVARD TO THE JUNCTION OF HOLYOKE AVENUE.  TURN RIGHT
 DR6486'AND GO 0.1 MI (0.2 KM) NORTHWEST ON HOLYOKE AVENUE TO THE T-JUNCTION
 DR6486'WITH WEST AVENUE. TURN LEFT AND GO ABOUT 130 FT (39.6 M)
 DR6486'SOUTH-SOUTHWEST ON WEST AVENUE TO THE STATION ON THE LEFT.
 DR6486'
 DR6486'THE STATION IS 8.5 FT (2.6 M) NORTH-NORTHEAST OF POLE NUMBER P11117,
 DR6486'35.8 FT (10.9 M) NORTHWEST OF THE SOUTHWEST CORNER FOR HOUSE NUMBER
 DR6486'1507, 31.9 FT (9.7 M) SOUTHEAST OF THE CENTERLINE OF WEST AVENUE AND
 DR6486'6.6 FT (2.0 M) FT NORTH-NORTHEAST OF THE EXTENDED CENTERLINE OF
 DR6486'HOLYOKE AVENUE LEADING TO THE BAY.
 DR6486
 DR6486                          STATION RECOVERY (2024)
 DR6486
 DR6486'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (RL)
 DR6486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6461 ***********************************************************************
 DR6461  DESIGNATION -  15 T 11
 DR6461  PID         -  DR6461
 DR6461  STATE/COUNTY-  NJ/OCEAN
 DR6461  COUNTRY     -  US
 DR6461  USGS QUAD   -  WEST CREEK (2019)
 DR6461
 DR6461                         *CURRENT SURVEY CONTROL
 DR6461  ______________________________________________________________________
 DR6461* NAD 83(1986) POSITION- 39 41 21.38   (N) 074 15 14.51   (W)   HD_HELD1
 DR6461* NAVD 88 ORTHO HEIGHT -     7.261 (meters)       23.82  (feet) ADJUSTED
 DR6461  ______________________________________________________________________
 DR6461  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 DR6461  DYNAMIC HEIGHT  -          7.257 (meters)       23.81  (feet) COMP
 DR6461  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 DR6461
 DR6461  VERT ORDER      -  FIRST     CLASS II
 DR6461
 DR6461.The horizontal coordinates were determined by differentially corrected
 DR6461.hand held GPS observations or other comparable positioning techniques
 DR6461.and have an estimated accuracy of +/- 3 meters.
 DR6461
 DR6461.The orthometric height was determined by differential leveling and
 DR6461.adjusted by the NATIONAL GEODETIC SURVEY
 DR6461.in February 2021.
 DR6461
 DR6461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6461.GEOID18 height accuracy estimate available here.
 DR6461
 DR6461.Click photographs - Photos may exist for this station.
 DR6461
 DR6461.The dynamic height is computed by dividing the NAVD 88
 DR6461.geopotential number by the normal gravity value computed on the
 DR6461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6461.degrees latitude (g = 980.6199 gals.).
 DR6461
 DR6461.The modeled gravity was interpolated from observed gravity values.
 DR6461
 DR6461;                    North         East    Units  Estimated Accuracy
 DR6461;SPC NJ       -    95,046.2     171,097.1     MT  (+/- 3 meters HH1 GPS) 
 DR6461
 DR6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6396393536(NAD 83)
 DR6461
 DR6461                          SUPERSEDED SURVEY CONTROL
 DR6461
 DR6461.No superseded survey control is available for this station.
 DR6461
 DR6461_MARKER: Z = SEE DESCRIPTION
 DR6461_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR6461_STAMPING: NJ 15 T 11
 DR6461_MARK LOGO: NJDT
 DR6461_PROJECTION: FLUSH
 DR6461_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6461+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2025
 DR6461
 DR6461  HISTORY     - Date     Condition        Report By
 DR6461  HISTORY     - UNK      MONUMENTED       NJDT
 DR6461  HISTORY     - 20191009 GOOD             NJGS
 DR6461  HISTORY     - 20250909 GOOD             AAAS
 DR6461
 DR6461                          STATION DESCRIPTION
 DR6461
 DR6461'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6461'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF
 DR6461'BROOKVILLE, 5.1 MI (8.2 KM) NORTHWEST OF SHIP BOTTOM AND 4.7 MI (7.6
 DR6461'KM) NORTHEAST OF WEST CREEK, IN STAFFORD TOWNSHIP.
 DR6461'
 DR6461'TO REACH FROM THE EAST END OF THE NEW JERSEY STATE ROUTE 72 BRIDGE
 DR6461'OVER U.S. HIGHWAY 9, GO 0.5 MI (0.8 KM) SOUTHEAST ON NEW JERSEY STATE
 DR6461'ROUTE 72 TO THE STATION ON THE LEFT, A BRASS PLUG IN A 6 INCH (15 CM)
 DR6461'SQUARE CONCRETE MONUMENT, LOCATED IN THE GRASS MEDIAN BETWEEN THE
 DR6461'EASTBOUND AND WESTBOUND LANES OF NEW JERSEY STATE ROUTE 72.
 DR6461'
 DR6461'IT IS ABOUT 410 FT (125.0 M) NORTHWEST OF THE CENTERLINE OF JENNINGS
 DR6461'ROAD, 14.8 FT (4.5 M) SOUTHWEST OF THE SOUTHWEST EDGE OF WESTBOUND NEW
 DR6461'JERSEY STATE ROUTE 72, 14.3 FT (4.4 M) NORTHEAST OF THE NORTHEAST EDGE
 DR6461'OF EASTBOUND NEW JERSEY STATE ROUTE 72 AND 42.8 FT (13.0 M) NORTHWEST
 DR6461'OF AN INLET IN THE MEDIAN.
 DR6461
 DR6461                          STATION RECOVERY (2025)
 DR6461
 DR6461'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DR6461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3798 ***********************************************************************
 DS3798  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3798  DESIGNATION -  15 T 12
 DS3798  PID         -  DS3798
 DS3798  STATE/COUNTY-  NJ/OCEAN
 DS3798  COUNTRY     -  US
 DS3798  USGS QUAD   -  LAKEWOOD (2016)
 DS3798
 DS3798                         *CURRENT SURVEY CONTROL
 DS3798  ______________________________________________________________________
 DS3798* NAD 83(2011) POSITION- 40 02 48.02475(N) 074 13 16.58194(W)   ADJUSTED
 DS3798* NAD 83(2011) ELLIP HT-    -0.384 (meters)        (07/29/25)   ADJUSTED
 DS3798* NAD 83(2011) EPOCH   -  2010.00
 DS3798* NAVD 88 ORTHO HEIGHT -    32.48  (meters)      106.6   (feet) GPS OBS
 DS3798  ______________________________________________________________________
 DS3798  GEOID HEIGHT    -        -32.871 (meters)                     GEOID18
 DS3798  NAD 83(2011) X  -  1,329,533.268 (meters)                     COMP
 DS3798  NAD 83(2011) Y  - -4,705,138.080 (meters)                     COMP
 DS3798  NAD 83(2011) Z  -  4,081,953.917 (meters)                     COMP
 DS3798  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 DS3798
 DS3798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3798  Standards:
 DS3798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3798  -------------------------------------------------------------------
 DS3798  NETWORK    0.97   1.90           0.44   0.34   0.97     -0.12149436
 DS3798  -------------------------------------------------------------------
 DS3798  Click here for local accuracies and other accuracy information.
 DS3798
 DS3798.The horizontal coordinates were established by GPS observations
 DS3798.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3798
 DS3798.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3798.frame has been affixed to the stable North American tectonic plate 
 DS3798
 DS3798.The horizontal coordinates are valid at the epoch date displayed above
 DS3798.which is a decimal equivalence of Year/Month/Day.
 DS3798
 DS3798.The orthometric height was determined by GPS observations and a
 DS3798.high-resolution geoid model using precise GPS observation and
 DS3798.processing techniques.
 DS3798
 DS3798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3798.GEOID18 height accuracy estimate available here.
 DS3798
 DS3798.Click photographs - Photos may exist for this station.
 DS3798
 DS3798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3798
 DS3798.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3798
 DS3798.The ellipsoidal height was determined by GPS observations
 DS3798.and is referenced to NAD 83.
 DS3798
 DS3798. The following values were computed from the NAD 83(2011) position.
 DS3798
 DS3798;                    North         East     Units Scale Factor Converg.
 DS3798;SPC NJ       -   134,733.511   173,783.019   MT  0.99990696   +0 10 45.6
 DS3798;SPC NJ       -   442,038.19    570,153.12   sFT  0.99990696   +0 10 45.6
 DS3798;UTM  18      - 4,433,228.002   566,427.000   MT  0.99965432   +0 30 03.8
 DS3798
 DS3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3798!SPC NJ       -   1.00000006  x   0.99990696  =   0.99990702
 DS3798!UTM  18      -   1.00000006  x   0.99965432  =   0.99965438
 DS3798
 DS3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6642733228(NAD 83)
 DS3798
 DS3798                          SUPERSEDED SURVEY CONTROL
 DS3798
 DS3798.No superseded survey control is available for this station.
 DS3798
 DS3798_MARKER: DD = SURVEY DISK
 DS3798_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3798_SP_SET: ELECTRICAL JUNCTION BOX
 DS3798_STAMPING: 15 T 12 2025
 DS3798_MARK LOGO: NJGS
 DS3798_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3798+STABILITY: SURFACE MOTION
 DS3798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3798+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 DS3798
 DS3798  HISTORY     - Date     Condition        Report By
 DS3798  HISTORY     - 20250612 MONUMENTED       NJGS
 DS3798
 DS3798                          STATION DESCRIPTION
 DS3798
 DS3798'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3798'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST-NORTHEAST OF LAKEHURST,
 DS3798'3.5 MI (5.6 KM) SOUTH OF LAKEWOOD AND 1.2 MI (1.9 KM) NORTH-NORTHEAST
 DS3798'OF LAKEWOOD CORNER ESTATES, IN LAKEHURST TOWNSHIP.
 DS3798'
 DS3798'THE STATION IS SET IN A DRILL HOLE IN A RECTANGULAR ELECTRICAL
 DS3798'JUNCTION MANHOLE IN THE GRASSY AREA OF THE CLOVERLEAF EXIT RAMP
 DS3798'LEADING FROM THE EASTBOUND LANES OF NEW JERSEY STATE HIGHWAY 70 ONTO
 DS3798'THE NORTHBOUND LANES OF U.S. HIGHWAY 9.
 DS3798'
 DS3798'THE STATION IS 36.6 FT (11.2 M) SOUTH OF THE SOUTH EDGE OF PAVING OF
 DS3798'NEW JERSEY STATE HIGHWAY 70, 9.6 FT (2.9 M) NORTH-NORTHEAST OF THE
 DS3798'NORTHWEST CORNER OF AN ALUMINUM ELECTRICAL CABINET, NUMBER 1510095,
 DS3798'10.6 FT (3.2 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SAME
 DS3798'ELECTRICAL CABINET, 66.6 FT (20.3 M) SOUTHWEST OF A LIGHT POLE, 103 FT
 DS3798'(31.4 M) EAST-SOUTHEAST OF A LIGHT POLE, 37.6 FT (11.5 M)
 DS3798'SOUTH-SOUTHWEST OF THE SOUTH LEG OF A SIGN (RAMP 10 MPH).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6784 ***********************************************************************
 KV6784  DESIGNATION -  15 T 2
 KV6784  PID         -  KV6784
 KV6784  STATE/COUNTY-  NJ/OCEAN
 KV6784  COUNTRY     -  US
 KV6784  USGS QUAD   -  POINT PLEASANT (2019)
 KV6784
 KV6784                         *CURRENT SURVEY CONTROL
 KV6784  ______________________________________________________________________
 KV6784* NAD 83(2011) POSITION- 40 02 10.63407(N) 074 07 04.36507(W)   ADJUSTED
 KV6784* NAD 83(2011) ELLIP HT-   -30.475 (meters)        (06/27/12)   ADJUSTED
 KV6784* NAD 83(2011) EPOCH   -  2010.00
 KV6784* NAVD 88 ORTHO HEIGHT -     2.6   (meters)        9.    (feet) GPS OBS
 KV6784  ______________________________________________________________________
 KV6784  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6784  GEOID HEIGHT    -        -33.270 (meters)                     GEOID93
 KV6784  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KV6784  NAD 83(2011) X  -  1,338,218.526 (meters)                     COMP
 KV6784  NAD 83(2011) Y  - -4,703,422.652 (meters)                     COMP
 KV6784  NAD 83(2011) Z  -  4,081,051.658 (meters)                     COMP
 KV6784  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 KV6784
 KV6784  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6784  Standards:
 KV6784         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6784            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6784  -------------------------------------------------------------------
 KV6784  NETWORK    0.63   0.90           0.27   0.24   0.46      0.05664305
 KV6784  -------------------------------------------------------------------
 KV6784  Click here for local accuracies and other accuracy information.
 KV6784
 KV6784.The horizontal coordinates were established by GPS observations
 KV6784.and adjusted by the National Geodetic Survey in June 2012.
 KV6784
 KV6784.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6784.been affixed to the stable North American tectonic plate. See 
 KV6784.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6784
 KV6784.The horizontal coordinates are valid at the epoch date displayed above
 KV6784.which is a decimal equivalence of Year/Month/Day.
 KV6784
 KV6784.The orthometric height was determined by GPS observations and a
 KV6784.high-resolution geoid model.
 KV6784
 KV6784.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6784.GEOID18 height accuracy estimate available here.
 KV6784
 KV6784.Click photographs - Photos may exist for this station.
 KV6784
 KV6784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6784
 KV6784.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6784
 KV6784.The ellipsoidal height was determined by GPS observations
 KV6784.and is referenced to NAD 83.
 KV6784
 KV6784. The following values were computed from the NAD 83(2011) position.
 KV6784
 KV6784;                    North         East     Units Scale Factor Converg.
 KV6784;SPC NJ       -   133,613.111   182,610.272   MT  0.99991309   +0 14 44.9
 KV6784;SPC NJ       -   438,362.35    599,113.87   sFT  0.99991309   +0 14 44.9
 KV6784;UTM  18      - 4,432,157.446   575,258.214   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7525832157(NAD 83)
 KV6784
 KV6784                          SUPERSEDED SURVEY CONTROL
 KV6784
 KV6784  NAD 83(2007)-  40 02 10.63446(N)    074 07 04.36552(W) AD(2002.00) 0
 KV6784  ELLIP H (02/10/07)  -30.466  (m)                       GP(2002.00)    
 KV6784  ELLIP H (10/23/02)  -30.454  (m)                       GP(       ) 4 1
 KV6784  NAD 83(1996)-  40 02 10.63414(N)    074 07 04.36511(W) AD(       ) 1
 KV6784  ELLIP H (05/14/99)  -30.474  (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
 KV6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6784.See file dsdata.pdf to determine how the superseded data were derived.
 KV6784
 KV6784_MARKER: DD = SURVEY DISK
 KV6784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 AM6914 ***********************************************************************
 AM6914  DESIGNATION -  15 T 3
 AM6914  PID         -  AM6914
 AM6914  STATE/COUNTY-  NJ/OCEAN
 AM6914  COUNTRY     -  US
 AM6914  USGS QUAD   -  BARNEGAT LIGHT (2019)
 AM6914
 AM6914                         *CURRENT SURVEY CONTROL
 AM6914  ______________________________________________________________________
 AM6914* NAD 83(1986) POSITION- 39 45 51.84   (N) 074 06 22.42   (W)   HD_HELD1
 AM6914* NAVD 88 ORTHO HEIGHT -     2.978 (meters)        9.77  (feet) ADJUSTED
 AM6914  ______________________________________________________________________
 AM6914  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 AM6914  DYNAMIC HEIGHT  -          2.976 (meters)        9.76  (feet) COMP
 AM6914  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 AM6914
 AM6914  VERT ORDER      -  FIRST     CLASS II
 AM6914
 AM6914.The horizontal coordinates were determined by differentially corrected
 AM6914.hand held GPS observations or other comparable positioning techniques
 AM6914.and have an estimated accuracy of +/- 3 meters.
 AM6914
 AM6914.The orthometric height was determined by differential leveling and
 AM6914.adjusted by the NATIONAL GEODETIC SURVEY
 AM6914.in March 2005.
 AM6914
 AM6914.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6914.GEOID18 height accuracy estimate available here.
 AM6914
 AM6914.Click photographs - Photos may exist for this station.
 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       -   103,432.0     183,737.7     MT  (+/- 3 meters HH1 GPS) 
 AM6914
 AM6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7655401990(NAD 83)
 AM6914
 AM6914                          SUPERSEDED SURVEY CONTROL
 AM6914
 AM6914.No superseded survey control is available for this station.
 AM6914
 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 - August 29, 2020
 AM6914
 AM6914  HISTORY     - Date     Condition        Report By
 AM6914  HISTORY     - UNK      MONUMENTED       CGS
 AM6914  HISTORY     - 19990930 GOOD             NJGS
 AM6914  HISTORY     - 20100326 GOOD             NJGS
 AM6914  HISTORY     - 20120217 GOOD             INDIV
 AM6914  HISTORY     - 20200829 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.
 AM6914
 AM6914                          STATION RECOVERY (2010)
 AM6914
 AM6914'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AM6914'RECOVERED IN GOOD CONDITION.
 AM6914
 AM6914                          STATION RECOVERY (2012)
 AM6914
 AM6914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 AM6914'RECOVERED IN GOOD CONDITION.
 AM6914
 AM6914                          STATION RECOVERY (2020)
 AM6914
 AM6914'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6914'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF SHIP
 AM6914'BOTTOM, 6.9 MI (11.1 KM) SOUTHEAST OF FORKED RIVER AND IN THE TOWN OF
 AM6914'BARNEGAT LIGHT, NEW JERSEY.
 AM6914'
 AM6914'THE MARK IS LOCATED AT THE NORTH SIDE OF THE BARNEGAT LIGHT, AT THE
 AM6914'MOST NORTHERLY POINT OF LONG BEACH ISLAND, IN THE BARNEGAT LIGHT STATE
 AM6914'PARK.  THIS PART OF THE LIGHTHOUSE COMPLEX IS SURROUNDED BY A GATED
 AM6914'FENCE AND INACCESSIBLE TO THE GENERAL PUBLIC.  ACCESS TO THIS STATION
 AM6914'MUST BE OBTAINED FROM THE PARK RANGER.
 AM6914'
 AM6914'THE STATION IS 1.5 FT (0.5 M) NORTH OF THE NORTH EDGE OF THE
 AM6914'LIGHTHOUSE COPING, 28 FT (8.5 M) WEST OF THE NORTHWEST CORNER OF THE
 AM6914'BRICK ENTRANCE TO THE LIGHTHOUSE, 46.5 FT (14.2 M) NORTH OF THE CENTER
 AM6914'OF THE DUAL ACCESS GATE TO THE ENCLOSURE, 51.5 FT (15.7 M)
 AM6914'NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE ENCLOSURE FENCE, 25.5
 AM6914'FT (7.8 M) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE ENCLOSURE
 AM6914'FENCE, 17.3 FT (5.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BASE
 AM6914'FOR A PAIR OF LIGHTHOUSE ILLUMINATION LIGHTS AT THE NORTH END OF THE
 AM6914'ENCLOSURE AND 30.5 FT (9.3 M) EAST OF THE SOUTHEAST CORNER OF THE BASE
 AM6914'FOR PAIR OF LIGHTHOUSE ILLUMINATION LIGHTS.
 AM6914'
 AM6914'NOTE-THE STATION IS ABOUT 1 FT (0.3 M) BELOW THE GROUND AT THE BOTTOM
 AM6914'OF THE LIGHTHOUSE COPING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6003 ***********************************************************************
 DM6003  DESIGNATION -  15 T 4
 DM6003  PID         -  DM6003
 DM6003  STATE/COUNTY-  NJ/OCEAN
 DM6003  COUNTRY     -  US
 DM6003  USGS QUAD   -  TOMS RIVER (2019)
 DM6003
 DM6003                         *CURRENT SURVEY CONTROL
 DM6003  ______________________________________________________________________
 DM6003* NAD 83(1986) POSITION- 39 56 18.     (N) 074 11 18.     (W)   SCALED
 DM6003* NAVD 88 ORTHO HEIGHT -     6.709 (meters)       22.01  (feet) ADJUSTED
 DM6003  ______________________________________________________________________
 DM6003  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 DM6003  DYNAMIC HEIGHT  -          6.705 (meters)       22.00  (feet) COMP
 DM6003  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 DM6003
 DM6003  VERT ORDER      -  FIRST     CLASS II
 DM6003
 DM6003.The horizontal coordinates were scaled from a map and have
 DM6003.an estimated accuracy of +/- 6 seconds.
 DM6003
 DM6003.The orthometric height was determined by differential leveling and
 DM6003.adjusted by the NATIONAL GEODETIC SURVEY
 DM6003.in May 2011.
 DM6003
 DM6003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6003.GEOID18 height accuracy estimate available here.
 DM6003
 DM6003.Click photographs - Photos may exist for this station.
 DM6003
 DM6003.The dynamic height is computed by dividing the NAVD 88
 DM6003.geopotential number by the normal gravity value computed on the
 DM6003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6003.degrees latitude (g = 980.6199 gals.).
 DM6003
 DM6003.The modeled gravity was interpolated from observed gravity values.
 DM6003
 DM6003;                    North         East    Units  Estimated Accuracy
 DM6003;SPC NJ       -   122,710.      176,640.      MT  (+/- 180 meters Scaled)
 DM6003
 DM6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK693212(NAD 83)
 DM6003
 DM6003                          SUPERSEDED SURVEY CONTROL
 DM6003
 DM6003.No superseded survey control is available for this station.
 DM6003
 DM6003_MARKER: DD = SURVEY DISK
 DM6003_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6003_SP_SET: ELECTRICAL BOX FOUNDATION
 DM6003_STAMPING: 15 T 4 2007
 DM6003_MARK LOGO: NJGS
 DM6003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6003+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DM6003
 DM6003  HISTORY     - Date     Condition        Report By
 DM6003  HISTORY     - 20071024 MONUMENTED       NJGS
 DM6003  HISTORY     - 20221025 SEE DESCRIPTION  NJGS
 DM6003
 DM6003                          STATION DESCRIPTION
 DM6003
 DM6003'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6003'THE STATION IS LOCATED IN BEACHWOOD BOROUGH, SET IN A DRILL HOLE IN
 DM6003'THE SOUTHWEST CORNER OF THE FOUNDATION FOR TRAFFIC ELECTRICAL BOX
 DM6003'NUMBER 1516105 IN THE GRASSY ISLAND AT THE JUNCTION OF STATE ROUTE 166
 DM6003'AND US HIGHWAY 9.
 DM6003'
 DM6003'THE STATION IS 29.4 FT (9.0 M) WEST OF THE WEST CURBLINE OF THE SOUTH
 DM6003'BOUND LANES OF STATE ROUTE 166, 33.0 FT (10.1 M) SOUTH-SOUTHWEST OF
 DM6003'THE SOUTH CURBLINE OF THE NORTH BOUND LANES OF US HIGHWAY 9, 17.7 FT
 DM6003'(5.4 M) SOUTHEAST OF THE EAST CURBLINE OF A U-TURN LANE FROM SOUTH
 DM6003'BOUND HIGHWAY 9 LANES TO THE NORTH BOUND US HIGHWAY LANES, 31.0 FT
 DM6003'(9.4 M) SOUTHWEST OF POLE NUMBER JC629, 25.2 FT (7.7 M) SOUTHWEST OF A
 DM6003'TRAFFIC SIGNAL, 96.0 FT (29.3 M) NORTHWEST OF A POLE WITH NO NUMBER,
 DM6003'62.0 FT (18.9 M) NORTHEAST OF THE NORTH CURB OF THE SOUTH BOUND LANES
 DM6003'OF US HIGHWAY 9
 DM6003
 DM6003                          STATION RECOVERY (2022)
 DM6003
 DM6003'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JB)
 DM6003'MARK COVERED OVER BY ELECTRICAL BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7942 ***********************************************************************
 DP7942  DESIGNATION -  15 T 5
 DP7942  PID         -  DP7942
 DP7942  STATE/COUNTY-  NJ/OCEAN
 DP7942  COUNTRY     -  US
 DP7942  USGS QUAD   -  POINT PLEASANT (2019)
 DP7942
 DP7942                         *CURRENT SURVEY CONTROL
 DP7942  ______________________________________________________________________
 DP7942* NAD 83(1986) POSITION- 40 03 38.44   (N) 074 02 49.68   (W)   HD_HELD1
 DP7942* NAVD 88 ORTHO HEIGHT -     1.567 (meters)        5.14  (feet) ADJUSTED
 DP7942  ______________________________________________________________________
 DP7942  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 DP7942  DYNAMIC HEIGHT  -          1.566 (meters)        5.14  (feet) COMP
 DP7942  MODELED GRAVITY -    980,158.3   (mgal)                       NAVD 88
 DP7942
 DP7942  VERT ORDER      -  FIRST     CLASS II
 DP7942
 DP7942.The horizontal coordinates were determined by differentially corrected
 DP7942.hand held GPS observations or other comparable positioning techniques
 DP7942.and have an estimated accuracy of +/- 3 meters.
 DP7942
 DP7942.The orthometric height was determined by differential leveling and
 DP7942.adjusted by the NATIONAL GEODETIC SURVEY
 DP7942.in September 2015.
 DP7942
 DP7942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7942.GEOID18 height accuracy estimate available here.
 DP7942
 DP7942.Click photographs - Photos may exist for this station.
 DP7942
 DP7942.The dynamic height is computed by dividing the NAVD 88
 DP7942.geopotential number by the normal gravity value computed on the
 DP7942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7942.degrees latitude (g = 980.6199 gals.).
 DP7942
 DP7942.The modeled gravity was interpolated from observed gravity values.
 DP7942
 DP7942;                    North         East    Units  Estimated Accuracy
 DP7942;SPC NJ       -   136,349.4     188,634.0     MT  (+/- 3 meters HH1 GPS) 
 DP7942
 DP7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8126534926(NAD 83)
 DP7942
 DP7942                          SUPERSEDED SURVEY CONTROL
 DP7942
 DP7942.No superseded survey control is available for this station.
 DP7942
 DP7942_MARKER: DD = SURVEY DISK
 DP7942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7942_SP_SET: FOUNDATION
 DP7942_STAMPING: 15 T 5 2012
 DP7942_MARK LOGO: NJGS
 DP7942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7942+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7942
 DP7942  HISTORY     - Date     Condition        Report By
 DP7942  HISTORY     - 20120210 MONUMENTED       NJGS
 DP7942  HISTORY     - 20160411 GOOD             NJGS
 DP7942
 DP7942                          STATION DESCRIPTION
 DP7942
 DP7942'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7942'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH OF SEASIDE PARK,
 DP7942'2.1 MI (3.4 KM) SOUTH OF POINT PLEASANT BEACH AND 1.9 MI (3.1 KM)
 DP7942'SOUTHEAST OF POINT PLEASANT.
 DP7942'
 DP7942'THE STATION IS LOCATED IN THE BOROUGH OF BAY HEAD, AT THE DEAD END
 DP7942'PORTION OF STRICKLAND STREET.
 DP7942'
 DP7942'TO REACH THE STATION FROM THE TEE INTERSECTION OF OCEAN BOULEVARD
 DP7942'(STATE HIGHWAY 35) AND HERBERT STREET, COUNTY ROAD 528, IN THE BOROUGH
 DP7942'OF MANTOLOKING, GO NORTH ON STATE HIGHWAY 35 FOR 1.45 MI (2.3 KM) TO
 DP7942'THE CROSSROADS INTERSECTION WITH STRICKLAND STREET.  TURN LEFT AND GO
 DP7942'WEST ON STRICKLAND STREET FOR 290 FT (88.4 M) TO THE END OF THE PAVED
 DP7942'STREET AT A SEWAGE PUMPING STATION AND THE STATION AHEAD, SET FLUSH IN
 DP7942'A DRILL HOLE AT THE NORTHEAST CORNER OF A CONCRETE FOUNDATION WITH
 DP7942'ACCESS DOORS FOR THE SEWAGE PUMPING STATION.
 DP7942'
 DP7942'THE STATION IS 5.5 FT (1.7 M) WEST FROM THE NORTHEAST CORNER OF THE
 DP7942'FOUNDATION, 12.0 FT (3.7 M) NORTH FROM THE EXTENDED CENTERLINE OF
 DP7942'STRICKLAND STREET, 22.0 FT (6.7 M) WEST FROM WOOD UTILITY POLE NUMBER
 DP7942'JC 189 BH AND 45.0 FT (13.7 M) SOUTHWEST FROM THE SOUTHEAST CORNER OF
 DP7942'A TWO STORY BRICK SCHOOL BUILDING IN THE REAR OF THE SACRED HEART
 DP7942'ROMAN CATHOLIC CHURCH PROPERTY.
 DP7942
 DP7942                          STATION RECOVERY (2016)
 DP7942
 DP7942'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7942'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7965 ***********************************************************************
 DP7965  DESIGNATION -  15 T 6
 DP7965  PID         -  DP7965
 DP7965  STATE/COUNTY-  NJ/OCEAN
 DP7965  COUNTRY     -  US
 DP7965  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7965
 DP7965                         *CURRENT SURVEY CONTROL
 DP7965  ______________________________________________________________________
 DP7965* NAD 83(1986) POSITION- 39 47 25.20   (N) 074 05 39.75   (W)   HD_HELD1
 DP7965* NAVD 88 ORTHO HEIGHT -     2.692 (meters)        8.83  (feet) ADJUSTED
 DP7965  ______________________________________________________________________
 DP7965  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 DP7965  DYNAMIC HEIGHT  -          2.691 (meters)        8.83  (feet) COMP
 DP7965  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 DP7965
 DP7965  VERT ORDER      -  FIRST     CLASS II
 DP7965
 DP7965.The horizontal coordinates were determined by differentially corrected
 DP7965.hand held GPS observations or other comparable positioning techniques
 DP7965.and have an estimated accuracy of +/- 3 meters.
 DP7965
 DP7965.The orthometric height was determined by differential leveling and
 DP7965.adjusted by the NATIONAL GEODETIC SURVEY
 DP7965.in September 2015.
 DP7965
 DP7965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7965.GEOID18 height accuracy estimate available here.
 DP7965
 DP7965.Click photographs - Photos may exist for this station.
 DP7965
 DP7965.The dynamic height is computed by dividing the NAVD 88
 DP7965.geopotential number by the normal gravity value computed on the
 DP7965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7965.degrees latitude (g = 980.6199 gals.).
 DP7965
 DP7965.The modeled gravity was interpolated from observed gravity values.
 DP7965
 DP7965;                    North         East    Units  Estimated Accuracy
 DP7965;SPC NJ       -   106,315.6     184,740.2     MT  (+/- 3 meters HH1 GPS) 
 DP7965
 DP7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7754004878(NAD 83)
 DP7965
 DP7965                          SUPERSEDED SURVEY CONTROL
 DP7965
 DP7965.No superseded survey control is available for this station.
 DP7965
 DP7965_MARKER: DD = SURVEY DISK
 DP7965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7965_SP_SET: WINDMILL FOUNDATION
 DP7965_STAMPING: 15 T 6 2012
 DP7965_MARK LOGO: NJGS
 DP7965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7965+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2012
 DP7965
 DP7965  HISTORY     - Date     Condition        Report By
 DP7965  HISTORY     - 20120618 MONUMENTED       NJGS
 DP7965
 DP7965                          STATION DESCRIPTION
 DP7965
 DP7965'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7965'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH OF SEASIDE PARK,
 DP7965'6.1 MI (9.8 KM) EAST-SOUTHEAST OF FORKED RIVER AND 2.4 MI (3.9 KM)
 DP7965'NORTH-NORTHEAST OF BARNEGAT LIGHT.
 DP7965'
 DP7965'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7965'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7965'
 DP7965'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7965'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7965'ROAD FOR 8.0 MI (12.9 KM) TO THE NORTHERLY PAVED ENTRANCE DRIVE
 DP7965'LEADING TO PARKING LOT 21 ON THE LEFT, JUST BEYOND A SINGLE STORY
 DP7965'FRAME RESTROOM FACILITIES BUILDING.  TURN LEFT AND GO EAST ALONG THE
 DP7965'NORTH SIDE OF THE PARKING LOT FOR ABOUT 70 FT (21.3 M) TO THE STATION
 DP7965'ON THE LEFT, SET FLUSH IN A DRILL HOLE AT THE SOUTHWEST CORNER OF A
 DP7965'CONCRETE FOUNDATION OF A WINDMILL AT THE NORTH SIDE OF PARKING LOT 21.
 DP7965'THE STATION IS 80.0 FT (24.4 M) EAST FROM THE CENTERLINE OF SHORE
 DP7965'ROAD, 10.0 FT (3.0 M) WEST FROM THE WEST EDGE OF A WOOD PLANK WALKWAY
 DP7965'LEADING TO THE RESTROOM FACILITIES, 10.7 FT (3.3 M) SOUTHEAST FROM THE
 DP7965'SOUTHEAST CORNER OF A RECTANGULAR CONCRETE FOUNDATION SUPPORTING A
 DP7965'STEEL PROPANE TANK AND 56.0 FT (17.1 M) NORTH FROM THE CENTER OF A
 DP7965'WOOD PLANK WALKWAY ENTRANCE LEADING TO THE PARKING LOT.
 DP7965'
 DP7965'THE STATION IS SET ABOUT 4 FT (1.2 M) ABOVE THE LEVEL OF THE PARKING
 DP7965'LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3998 ***********************************************************************
 DQ3998  DESIGNATION -  15 T 7
 DQ3998  PID         -  DQ3998
 DQ3998  STATE/COUNTY-  NJ/OCEAN
 DQ3998  COUNTRY     -  US
 DQ3998  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3998
 DQ3998                         *CURRENT SURVEY CONTROL
 DQ3998  ______________________________________________________________________
 DQ3998* NAD 83(1986) POSITION- 39 57 11.16   (N) 074 04 17.96   (W)   HD_HELD1
 DQ3998* NAVD 88 ORTHO HEIGHT -     1.222 (meters)        4.01  (feet) ADJUSTED
 DQ3998  ______________________________________________________________________
 DQ3998  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 DQ3998  DYNAMIC HEIGHT  -          1.221 (meters)        4.01  (feet) COMP
 DQ3998  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DQ3998
 DQ3998  VERT ORDER      -  FIRST     CLASS II
 DQ3998
 DQ3998.The horizontal coordinates were determined by differentially corrected
 DQ3998.hand held GPS observations or other comparable positioning techniques
 DQ3998.and have an estimated accuracy of +/- 3 meters.
 DQ3998
 DQ3998.The orthometric height was determined by differential leveling and
 DQ3998.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3998.in March 2017.
 DQ3998
 DQ3998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3998.GEOID18 height accuracy estimate available here.
 DQ3998
 DQ3998.Click photographs - Photos may exist for this station.
 DQ3998
 DQ3998.The dynamic height is computed by dividing the NAVD 88
 DQ3998.geopotential number by the normal gravity value computed on the
 DQ3998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3998.degrees latitude (g = 980.6199 gals.).
 DQ3998
 DQ3998.The modeled gravity was interpolated from observed gravity values.
 DQ3998
 DQ3998;                    North         East    Units  Estimated Accuracy
 DQ3998;SPC NJ       -   124,395.3     186,599.4     MT  (+/- 3 meters HH1 GPS) 
 DQ3998
 DQ3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7929822964(NAD 83)
 DQ3998
 DQ3998                          SUPERSEDED SURVEY CONTROL
 DQ3998
 DQ3998.No superseded survey control is available for this station.
 DQ3998
 DQ3998_MARKER: DD = SURVEY DISK
 DQ3998_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ3998+WITH SETTING: PAVEMENT
 DQ3998_SP_SET: TRAFFIC SIGNAL BASE
 DQ3998_STAMPING: 15 T 7 2015
 DQ3998_MARK LOGO: NJGS
 DQ3998_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3998+STABILITY: SURFACE MOTION
 DQ3998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3998+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ3998
 DQ3998  HISTORY     - Date     Condition        Report By
 DQ3998  HISTORY     - 20151124 MONUMENTED       NJGS
 DQ3998
 DQ3998                          STATION DESCRIPTION
 DQ3998
 DQ3998'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3998'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH OF POINT PLEASANT,
 DQ3998'6.7 MI (10.8 KM) EAST OF TOMS RIVER AND 1.8 MI (2.9 KM) NORTH OF
 DQ3998'SEASIDE PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER TOWNSHIP.
 DQ3998'
 DQ3998'THE STATION IS LOCATED IN A TRAFFIC SIGNAL BASE ON THE SOUTHWEST
 DQ3998'CORNER OF THE JUNCTION OF FIELDER AVENUE AND THE NORTHBOUND LANES OF
 DQ3998'EAST CENTRAL AVENUE (NEW JERSEY STATE ROUTE 35).
 DQ3998'
 DQ3998'THE STATION IS 7.9 FT (2.4 M) EAST OF THE EAST CURB OF NORTHBOUND NEW
 DQ3998'JERSEY STATE ROUTE 35, 7.5 FT (2.3 M) WEST OF THE WEST EDGE OF PAVING
 DQ3998'OF NEW JERSEY STATE ROUTE 35, 24.5 FT (7.5 M) WEST OF THE CENTERLINE
 DQ3998'OF NEW JERSEY STATE ROUTE 35, 88.5 FT (27.0 M) SOUTH OF THE CENTERLINE
 DQ3998'OF COOLIDGE AVENUE, 101.5 FT (30.9 M) NORTH OF THE CENTERLINE OF
 DQ3998'HARDING AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4018 ***********************************************************************
 DQ4018  DESIGNATION -  15 T 8
 DQ4018  PID         -  DQ4018
 DQ4018  STATE/COUNTY-  NJ/OCEAN
 DQ4018  COUNTRY     -  US
 DQ4018  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4018
 DQ4018                         *CURRENT SURVEY CONTROL
 DQ4018  ______________________________________________________________________
 DQ4018* NAD 83(1986) POSITION- 39 54 47.85   (N) 074 04 47.91   (W)   HD_HELD1
 DQ4018* NAVD 88 ORTHO HEIGHT -     1.621 (meters)        5.32  (feet) ADJUSTED
 DQ4018  ______________________________________________________________________
 DQ4018  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 DQ4018  DYNAMIC HEIGHT  -          1.620 (meters)        5.32  (feet) COMP
 DQ4018  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 DQ4018
 DQ4018  VERT ORDER      -  FIRST     CLASS II
 DQ4018
 DQ4018.The horizontal coordinates were determined by differentially corrected
 DQ4018.hand held GPS observations or other comparable positioning techniques
 DQ4018.and have an estimated accuracy of +/- 3 meters.
 DQ4018
 DQ4018.The orthometric height was determined by differential leveling and
 DQ4018.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4018.in March 2017.
 DQ4018
 DQ4018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4018.GEOID18 height accuracy estimate available here.
 DQ4018
 DQ4018.Click photographs - Photos may exist for this station.
 DQ4018
 DQ4018.The dynamic height is computed by dividing the NAVD 88
 DQ4018.geopotential number by the normal gravity value computed on the
 DQ4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4018.degrees latitude (g = 980.6199 gals.).
 DQ4018
 DQ4018.The modeled gravity was interpolated from observed gravity values.
 DQ4018
 DQ4018;                    North         East    Units  Estimated Accuracy
 DQ4018;SPC NJ       -   119,972.3     185,909.3     MT  (+/- 3 meters HH1 GPS) 
 DQ4018
 DQ4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7863218538(NAD 83)
 DQ4018
 DQ4018                          SUPERSEDED SURVEY CONTROL
 DQ4018
 DQ4018.No superseded survey control is available for this station.
 DQ4018
 DQ4018_MARKER: DD = SURVEY DISK
 DQ4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4018_STAMPING: 15 T 8 2016
 DQ4018_MARK LOGO: NJDT
 DQ4018_PROJECTION: FLUSH
 DQ4018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4018+STABILITY: SURFACE MOTION
 DQ4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4018+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2015
 DQ4018
 DQ4018  HISTORY     - Date     Condition        Report By
 DQ4018  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4018  HISTORY     - 20151112 GOOD             NJGS
 DQ4018
 DQ4018                          STATION DESCRIPTION
 DQ4018
 DQ4018'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4018'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHEAST OF FORKED
 DQ4018'RIVER, 6.9 MI (11.1 KM) EAST-SOUTHEAST OF TOMS RIVER AND 0.9 MI (1.4
 DQ4018'KM) SOUTH OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4018'
 DQ4018'THE STATION IS LOCATED IN THE SOUTH END OF A GRASS TRAFFIC ISLAND FOR
 DQ4018'THE NORTH-SOUTH LANE DIVIDER FOR NEW JERSEY STATE ROUTE 35, ABOUT 75
 DQ4018'FT (22.9 M) NORTH OF THE CENTERLINE OF 14TH AVENUE.
 DQ4018'
 DQ4018'THE STATION IS 2 FT (0.6 M) EAST OF THE EAST CURB OF SOUTH BOUND NEW
 DQ4018'JERSEY STATE ROUTE 35, 10 FT (3.0 M) WEST OF THE WEST CURB OF NORTH
 DQ4018'BOUND NEW JERSEY STATE ROUTE 35, 64 FT (19.5 M) SOUTHWEST OF POLE
 DQ4018'NUMBER CK63341SSP 40057SSB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6478 ***********************************************************************
 DR6478  DESIGNATION -  15 T 9
 DR6478  PID         -  DR6478
 DR6478  STATE/COUNTY-  NJ/OCEAN
 DR6478  COUNTRY     -  US
 DR6478  USGS QUAD   -  BEACH HAVEN (2019)
 DR6478
 DR6478                         *CURRENT SURVEY CONTROL
 DR6478  ______________________________________________________________________
 DR6478* NAD 83(1986) POSITION- 39 36 14.94   (N) 074 12 36.97   (W)   HD_HELD1
 DR6478* NAVD 88 ORTHO HEIGHT -     1.875 (meters)        6.15  (feet) ADJUSTED
 DR6478  ______________________________________________________________________
 DR6478  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 DR6478  DYNAMIC HEIGHT  -          1.874 (meters)        6.15  (feet) COMP
 DR6478  MODELED GRAVITY -    980,143.7   (mgal)                       NAVD 88
 DR6478
 DR6478  VERT ORDER      -  FIRST     CLASS II
 DR6478
 DR6478.The horizontal coordinates were determined by differentially corrected
 DR6478.hand held GPS observations or other comparable positioning techniques
 DR6478.and have an estimated accuracy of +/- 3 meters.
 DR6478
 DR6478.The orthometric height was determined by differential leveling and
 DR6478.adjusted by the NATIONAL GEODETIC SURVEY
 DR6478.in February 2021.
 DR6478
 DR6478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6478.GEOID18 height accuracy estimate available here.
 DR6478
 DR6478.Click photographs - Photos may exist for this station.
 DR6478
 DR6478.The dynamic height is computed by dividing the NAVD 88
 DR6478.geopotential number by the normal gravity value computed on the
 DR6478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6478.degrees latitude (g = 980.6199 gals.).
 DR6478
 DR6478.The modeled gravity was interpolated from observed gravity values.
 DR6478
 DR6478;                    North         East    Units  Estimated Accuracy
 DR6478;SPC NJ       -    85,607.4     174,881.0     MT  (+/- 3 meters HH1 GPS) 
 DR6478
 DR6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6779984121(NAD 83)
 DR6478
 DR6478                          SUPERSEDED SURVEY CONTROL
 DR6478
 DR6478.No superseded survey control is available for this station.
 DR6478
 DR6478_MARKER: DD = SURVEY DISK
 DR6478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR6478_SP_SET: WATER TANK FOUNDATION
 DR6478_STAMPING: 15 T 9 2019
 DR6478_MARK LOGO: NJGS
 DR6478_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6478+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2019
 DR6478
 DR6478  HISTORY     - Date     Condition        Report By
 DR6478  HISTORY     - 20190308 MONUMENTED       NJGS
 DR6478
 DR6478                          STATION DESCRIPTION
 DR6478
 DR6478'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6478'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP, PEAHALA PARK ABOUT 5.6 MI
 DR6478'(9.0 KM) EAST-SOUTHEAST OF WEST CREEK, 3.6 MI (5.8 KM) NORTH-NORTHEAST
 DR6478'OF BEACH HAVEN AND 3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF SHIP BOTTOM, IN
 DR6478'LONG BEACH TOWNSHIP.
 DR6478'
 DR6478'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6478'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO SOUTH ON LONG BEACH
 DR6478'BOULEVARD FORT 3.6 MI (5.8 KM), TO THE STATION RIGHT, SET IN A DRILL
 DR6478'HOLE ON THE NORTH-NORTHWEST SIDE OF THE PEAHALA PARK WATER TANK
 DR6478'CONCRETE BASE.
 DR6478'
 DR6478'THE STATION IS 97 FT (29.6 M) EAST-NORTHEAST OF THE CENTERLINE OF
 DR6478'DRIVEWAY ENTRANCE TO MUNICIPAL PARKING, 48.2 FT (14.7 M)
 DR6478'WEST-NORTHWEST OF WEST CURB OF LONG BEACH BOULEVARD, 24 FT (7.3 M)
 DR6478'EAST-SOUTHEAST OF WOOD FENCE, 13 FT (4.0 M) SOUTH-SOUTHWEST OF SOUTH
 DR6478'FACE OF A TWO-STORIED BUILDING AND 5.5 FT (1.7 M) WEST OF THE WEST
 DR6478'SIDE OF THE ENTRANCE TO THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6307 ***********************************************************************
 KV6307  DESIGNATION -  15 U 1
 KV6307  PID         -  KV6307
 KV6307  STATE/COUNTY-  NJ/OCEAN
 KV6307  COUNTRY     -  US
 KV6307  USGS QUAD   -  ADELPHIA (2019)
 KV6307
 KV6307                         *CURRENT SURVEY CONTROL
 KV6307  ______________________________________________________________________
 KV6307* NAD 83(2011) POSITION- 40 09 16.56086(N) 074 21 10.30275(W)   ADJUSTED
 KV6307* NAD 83(2011) ELLIP HT-     9.862 (meters)        (06/27/12)   ADJUSTED
 KV6307* NAD 83(2011) EPOCH   -  2010.00
 KV6307* NAVD 88 ORTHO HEIGHT -    42.305 (meters)      138.80  (feet) ADJUSTED
 KV6307  ______________________________________________________________________
 KV6307  GEOID HEIGHT    -        -32.428 (meters)                     GEOID18
 KV6307  NAD 83(2011) X  -  1,316,643.815 (meters)                     COMP
 KV6307  NAD 83(2011) Y  - -4,700,753.609 (meters)                     COMP
 KV6307  NAD 83(2011) Z  -  4,091,127.109 (meters)                     COMP
 KV6307  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 KV6307  DYNAMIC HEIGHT  -         42.287 (meters)      138.74  (feet) COMP
 KV6307  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 KV6307
 KV6307  VERT ORDER      -  FIRST     CLASS II
 KV6307
 KV6307  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6307  Standards:
 KV6307         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6307            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6307  -------------------------------------------------------------------
 KV6307  NETWORK    0.78   1.27           0.36   0.25   0.65      0.20337313
 KV6307  -------------------------------------------------------------------
 KV6307  Click here for local accuracies and other accuracy information.
 KV6307
 KV6307.The horizontal coordinates were established by GPS observations
 KV6307.and adjusted by the National Geodetic Survey in June 2012.
 KV6307
 KV6307.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6307.been affixed to the stable North American tectonic plate. See 
 KV6307.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6307
 KV6307.The horizontal coordinates are valid at the epoch date displayed above
 KV6307.which is a decimal equivalence of Year/Month/Day.
 KV6307
 KV6307.The orthometric height was determined by differential leveling and
 KV6307.adjusted by the NATIONAL GEODETIC SURVEY
 KV6307.in June 1991.
 KV6307
 KV6307.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6307.GEOID18 height accuracy estimate available here.
 KV6307
 KV6307.Click photographs - Photos may exist for this station.
 KV6307
 KV6307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6307
 KV6307.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6307
 KV6307.The ellipsoidal height was determined by GPS observations
 KV6307.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6307
 KV6307;                    North         East     Units Scale Factor Converg.
 KV6307;SPC NJ       -   146,689.281   162,535.059   MT  0.99990193   +0 05 41.6
 KV6307;SPC NJ       -   481,263.08    533,250.44   sFT  0.99990193   +0 05 41.6
 KV6307;UTM  18      - 4,445,117.280   555,114.937   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5511445117(NAD 83)
 KV6307
 KV6307                          SUPERSEDED SURVEY CONTROL
 KV6307
 KV6307  NAD 83(2007)-  40 09 16.56153(N)    074 21 10.30320(W) AD(2002.00) 0
 KV6307  ELLIP H (02/10/07)    9.868  (m)                       GP(2002.00)    
 KV6307  NAD 83(1996)-  40 09 16.56141(N)    074 21 10.30366(W) AD(       ) 1
 KV6307  ELLIP H (04/17/03)    9.887  (m)                       GP(       ) 3 1
 KV6307  NAVD 88              42.31   (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
 KV6307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6307.See file dsdata.pdf to determine how the superseded data were derived.
 KV6307
 KV6307_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6307_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 - March 01, 2018
 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  HISTORY     - 20180301 GOOD             AAAS
 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                          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.
 KV6307
 KV6307                          STATION RECOVERY (2018)
 KV6307
 KV6307'RECOVERY NOTE BY ARORA AND ASSOCIATES 2018 (FAC)
 KV6307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6511 ***********************************************************************
 DR6511  DESIGNATION -  15 U 11
 DR6511  PID         -  DR6511
 DR6511  STATE/COUNTY-  NJ/OCEAN
 DR6511  COUNTRY     -  US
 DR6511  USGS QUAD   -  WEST CREEK (2019)
 DR6511
 DR6511                         *CURRENT SURVEY CONTROL
 DR6511  ______________________________________________________________________
 DR6511* NAD 83(1986) POSITION- 39 41 40.39   (N) 074 15 35.01   (W)   HD_HELD1
 DR6511* NAVD 88 ORTHO HEIGHT -     7.450 (meters)       24.44  (feet) ADJUSTED
 DR6511  ______________________________________________________________________
 DR6511  GEOID HEIGHT    -        -33.256 (meters)                     GEOID18
 DR6511  DYNAMIC HEIGHT  -          7.446 (meters)       24.43  (feet) COMP
 DR6511  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 DR6511
 DR6511  VERT ORDER      -  FIRST     CLASS II
 DR6511
 DR6511.The horizontal coordinates were determined by differentially corrected
 DR6511.hand held GPS observations or other comparable positioning techniques
 DR6511.and have an estimated accuracy of +/- 3 meters.
 DR6511
 DR6511.The orthometric height was determined by differential leveling and
 DR6511.adjusted by the NATIONAL GEODETIC SURVEY
 DR6511.in February 2021.
 DR6511
 DR6511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6511.GEOID18 height accuracy estimate available here.
 DR6511
 DR6511.Click photographs - Photos may exist for this station.
 DR6511
 DR6511.The dynamic height is computed by dividing the NAVD 88
 DR6511.geopotential number by the normal gravity value computed on the
 DR6511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6511.degrees latitude (g = 980.6199 gals.).
 DR6511
 DR6511.The modeled gravity was interpolated from observed gravity values.
 DR6511
 DR6511;                    North         East    Units  Estimated Accuracy
 DR6511;SPC NJ       -    95,631.1     170,607.1     MT  (+/- 3 meters HH1 GPS) 
 DR6511
 DR6511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6347094118(NAD 83)
 DR6511
 DR6511                          SUPERSEDED SURVEY CONTROL
 DR6511
 DR6511.No superseded survey control is available for this station.
 DR6511
 DR6511_MARKER: DV = VERTICAL CONTROL DISK
 DR6511_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR6511_SP_SET: BRIDGE ABUTMENT
 DR6511_STAMPING: 15 U 11 2020
 DR6511_MARK LOGO: NJGS
 DR6511_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6511+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2025
 DR6511
 DR6511  HISTORY     - Date     Condition        Report By
 DR6511  HISTORY     - 20200623 MONUMENTED       NJGS
 DR6511  HISTORY     - 20250909 GOOD             AAAS
 DR6511
 DR6511                          STATION DESCRIPTION
 DR6511
 DR6511'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6511'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 DR6511'BROOKVILLE, 5.5 MI (8.8 KM) NORTHWEST OF SHIP BOTTOM AND 4.9 MI (7.9
 DR6511'KM) NORTH-NORTHEAST OF WEST CREEK, STAFFORD TOWNSHIP, MANAHAWKIN.
 DR6511'
 DR6511'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 DR6511'SOUTHWEST BRIDGE ABUTMENT (STRUCTURE NUMBER 1501-159, MILEPOST 70.37)
 DR6511'FOR THE NORTHBOUND LANES OF U.S. HIGHWAY 9, SET IN THE ABUTMENT AT THE
 DR6511'SIDEWALK LEVEL.  THE BRIDGE IS SPANNING MILLING CREEK.
 DR6511'
 DR6511'THE STATION IS 3.2 FT (1.0 M) EAST-SOUTHEAST OF THE CURB OF THE
 DR6511'NORTHBOUND LANES, 16.6 FT (5.1 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 DR6511'BRIDGE, 16 FT (4.9 M) NORTHEAST OF POLE NUMBER P6699 AND ABOUT 190 FT
 DR6511'(57.9 M) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES FOR THE
 DR6511'NEW JERSEY ROUTE 72 BRIDGE.
 DR6511
 DR6511                          STATION RECOVERY (2025)
 DR6511
 DR6511'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DR6511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3799 ***********************************************************************
 DS3799  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3799  DESIGNATION -  15 U 12
 DS3799  PID         -  DS3799
 DS3799  STATE/COUNTY-  NJ/OCEAN
 DS3799  COUNTRY     -  US
 DS3799  USGS QUAD   -  LAKEHURST (2019)
 DS3799
 DS3799                         *CURRENT SURVEY CONTROL
 DS3799  ______________________________________________________________________
 DS3799* NAD 83(2011) POSITION- 40 01 50.27822(N) 074 15 21.56419(W)   ADJUSTED
 DS3799* NAD 83(2011) ELLIP HT-   -12.904 (meters)        (07/29/25)   ADJUSTED
 DS3799* NAD 83(2011) EPOCH   -  2010.00
 DS3799* NAVD 88 ORTHO HEIGHT -    19.94  (meters)       65.4   (feet) GPS OBS
 DS3799  ______________________________________________________________________
 DS3799  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 DS3799  NAD 83(2011) X  -  1,326,990.329 (meters)                     COMP
 DS3799  NAD 83(2011) Y  - -4,707,036.390 (meters)                     COMP
 DS3799  NAD 83(2011) Z  -  4,080,582.246 (meters)                     COMP
 DS3799  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 DS3799
 DS3799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3799  Standards:
 DS3799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3799  -------------------------------------------------------------------
 DS3799  NETWORK    1.00   1.94           0.45   0.35   0.99     -0.15280046
 DS3799  -------------------------------------------------------------------
 DS3799  Click here for local accuracies and other accuracy information.
 DS3799
 DS3799.The horizontal coordinates were established by GPS observations
 DS3799.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3799
 DS3799.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3799.frame has been affixed to the stable North American tectonic plate 
 DS3799
 DS3799.The horizontal coordinates are valid at the epoch date displayed above
 DS3799.which is a decimal equivalence of Year/Month/Day.
 DS3799
 DS3799.The orthometric height was determined by GPS observations and a
 DS3799.high-resolution geoid model using precise GPS observation and
 DS3799.processing techniques.
 DS3799
 DS3799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3799.GEOID18 height accuracy estimate available here.
 DS3799
 DS3799.Click photographs - Photos may exist for this station.
 DS3799
 DS3799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3799
 DS3799.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3799
 DS3799.The ellipsoidal height was determined by GPS observations
 DS3799.and is referenced to NAD 83.
 DS3799
 DS3799. The following values were computed from the NAD 83(2011) position.
 DS3799
 DS3799;                    North         East     Units Scale Factor Converg.
 DS3799;SPC NJ       -   132,943.906   170,825.565   MT  0.99990534   +0 09 25.0
 DS3799;SPC NJ       -   436,166.80    560,450.21   sFT  0.99990534   +0 09 25.0
 DS3799;UTM  18      - 4,431,422.281   563,480.389   MT  0.99964961   +0 28 42.8
 DS3799
 DS3799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3799!SPC NJ       -   1.00000202  x   0.99990534  =   0.99990736
 DS3799!UTM  18      -   1.00000202  x   0.99964961  =   0.99965163
 DS3799
 DS3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6348031422(NAD 83)
 DS3799
 DS3799                          SUPERSEDED SURVEY CONTROL
 DS3799
 DS3799.No superseded survey control is available for this station.
 DS3799
 DS3799_MARKER: DD = SURVEY DISK
 DS3799_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3799_SP_SET: ACCESS CHAMBER
 DS3799_STAMPING: 15 U 12 2025
 DS3799_MARK LOGO: NJGS
 DS3799_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3799+STABILITY: SURFACE MOTION
 DS3799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3799+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 DS3799
 DS3799  HISTORY     - Date     Condition        Report By
 DS3799  HISTORY     - 20250612 MONUMENTED       NJGS
 DS3799
 DS3799                          STATION DESCRIPTION
 DS3799
 DS3799'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3799'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF LAKEWOOD,
 DS3799'3.2 MI (5.1 KM) EAST-NORTHEAST OF LAKEHURST AND 1.4 MI (2.3 KM) WEST
 DS3799'OF LAKEWOOD CORNER ESTATES, IN MANCHESTER TOWNSHIP.
 DS3799'
 DS3799'TO REACH FROM THE INTERSECTION OF OF NEW JERSEY STATE HIGHWAY 70 AND
 DS3799'NEW JERSEY STATE HIGHWAY 37 IN LAKEHURST, GO 2.9 MI (4.7 KM) NORTHEAST
 DS3799'ON NEW JERSEY STATE HIGHWAY 70 TO THE STATION ON THE LEFT.
 DS3799'
 DS3799'THE STATION IS SET IN A DRILL HOLE IN THE NORTH CORNER OF THE MOST
 DS3799'NORTHEASTERLY OF THREE LARGE ACCESS CHAMBERS ON THE SOUTHWEST CORNER
 DS3799'OF NEW JERSEY STATE HIGHWAY 70 AND GREEN ACRES ROAD.
 DS3799'
 DS3799'THE STATION IS 25.9 FT (7.9 M) NORTH OF A GAS LINE WARNING POST, 122
 DS3799'FT (37.2 M) SOUTHWEST OF THE CENTERLINE OF GREEN ACRES ROAD, 88 FT
 DS3799'(26.8 M) SOUTHWEST OF POLE NUMBER JC1327MC, 31.6 FT (9.6 M) NORTHWEST
 DS3799'OF THE NORTH EDGE OF PAVING OF NEW JERSEY STATE HIGHWAY 70, 77.7 FT
 DS3799'(23.7 M) SOUTHWEST OF A TRAFFIC SIGNAL LIGHT MAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6785 ***********************************************************************
 KV6785  DESIGNATION -  15 U 2
 KV6785  PID         -  KV6785
 KV6785  STATE/COUNTY-  NJ/OCEAN
 KV6785  COUNTRY     -  US
 KV6785  USGS QUAD   -  LAKEWOOD (2016)
 KV6785
 KV6785                         *CURRENT SURVEY CONTROL
 KV6785  ______________________________________________________________________
 KV6785* NAD 83(2011) POSITION- 40 02 10.35199(N) 074 08 04.69115(W)   ADJUSTED
 KV6785* NAD 83(2011) ELLIP HT-   -31.680 (meters)        (06/27/12)   ADJUSTED
 KV6785* NAD 83(2011) EPOCH   -  2010.00
 KV6785* NAVD 88 ORTHO HEIGHT -     1.4   (meters)        5.    (feet) GPS OBS
 KV6785  ______________________________________________________________________
 KV6785  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6785  GEOID HEIGHT    -        -33.260 (meters)                     GEOID93
 KV6785  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 KV6785  NAD 83(2011) X  -  1,336,844.141 (meters)                     COMP
 KV6785  NAD 83(2011) Y  - -4,703,818.334 (meters)                     COMP
 KV6785  NAD 83(2011) Z  -  4,081,044.222 (meters)                     COMP
 KV6785  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 KV6785
 KV6785  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6785  Standards:
 KV6785         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6785            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6785  -------------------------------------------------------------------
 KV6785  NETWORK    0.65   0.90           0.27   0.26   0.46      0.15388159
 KV6785  -------------------------------------------------------------------
 KV6785  Click here for local accuracies and other accuracy information.
 KV6785
 KV6785.The horizontal coordinates were established by GPS observations
 KV6785.and adjusted by the National Geodetic Survey in June 2012.
 KV6785
 KV6785.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6785.been affixed to the stable North American tectonic plate. See 
 KV6785.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6785
 KV6785.The horizontal coordinates are valid at the epoch date displayed above
 KV6785.which is a decimal equivalence of Year/Month/Day.
 KV6785
 KV6785.The orthometric height was determined by GPS observations and a
 KV6785.high-resolution geoid model.
 KV6785
 KV6785.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6785.GEOID18 height accuracy estimate available here.
 KV6785
 KV6785.Click photographs - Photos may exist for this station.
 KV6785
 KV6785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6785
 KV6785.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6785
 KV6785.The ellipsoidal height was determined by GPS observations
 KV6785.and is referenced to NAD 83.
 KV6785
 KV6785. The following values were computed from the NAD 83(2011) position.
 KV6785
 KV6785;                    North         East     Units Scale Factor Converg.
 KV6785;SPC NJ       -   133,598.410   181,180.237   MT  0.99991196   +0 14 06.1
 KV6785;SPC NJ       -   438,314.12    594,422.16   sFT  0.99991196   +0 14 06.1
 KV6785;UTM  18      - 4,432,134.724   573,828.634   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 10.0
 KV6785:UTM  18      -  15 V 2                                   228 13 52.0
 KV6785
 KV6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7382832134(NAD 83)
 KV6785
 KV6785|---------------------------------------------------------------------|
 KV6785| PID    Reference Object                     Distance      Geod. Az  |
 KV6785|                                                           dddmmss.s |
 KV6785| KV6786 15 V 2                              485.776 METERS 2284716.1 |
 KV6785|---------------------------------------------------------------------|
 KV6785
 KV6785                          SUPERSEDED SURVEY CONTROL
 KV6785
 KV6785  NAD 83(2007)-  40 02 10.35238(N)    074 08 04.69160(W) AD(2002.00) 0
 KV6785  ELLIP H (02/10/07)  -31.671  (m)                       GP(2002.00)    
 KV6785  ELLIP H (10/23/02)  -31.659  (m)                       GP(       ) 4 1
 KV6785  NAD 83(1996)-  40 02 10.35206(N)    074 08 04.69123(W) AD(       ) 1
 KV6785  ELLIP H (05/14/99)  -31.679  (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
 KV6785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6785.See file dsdata.pdf to determine how the superseded data were derived.
 KV6785
 KV6785_MARKER: DD = SURVEY DISK
 KV6785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 AM6918 ***********************************************************************
 AM6918  DESIGNATION -  15 U 3
 AM6918  PID         -  AM6918
 AM6918  STATE/COUNTY-  NJ/OCEAN
 AM6918  COUNTRY     -  US
 AM6918  USGS QUAD   -  LONG BEACH NE (2019)
 AM6918
 AM6918                         *CURRENT SURVEY CONTROL
 AM6918  ______________________________________________________________________
 AM6918* NAD 83(1986) POSITION- 39 43 48.56   (N) 074 07 22.71   (W)   HD_HELD1
 AM6918* NAVD 88 ORTHO HEIGHT -     1.884 (meters)        6.18  (feet) ADJUSTED
 AM6918  ______________________________________________________________________
 AM6918  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 AM6918  DYNAMIC HEIGHT  -          1.883 (meters)        6.18  (feet) COMP
 AM6918  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 AM6918
 AM6918  VERT ORDER      -  FIRST     CLASS II
 AM6918
 AM6918.The horizontal coordinates were determined by differentially corrected
 AM6918.hand held GPS observations or other comparable positioning techniques
 AM6918.and have an estimated accuracy of +/- 3 meters.
 AM6918
 AM6918.The orthometric height was determined by differential leveling and
 AM6918.adjusted by the NATIONAL GEODETIC SURVEY
 AM6918.in March 2005.
 AM6918
 AM6918.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6918.GEOID18 height accuracy estimate available here.
 AM6918
 AM6918.Click photographs - Photos may exist for this station.
 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       -    99,624.0     182,318.8     MT  (+/- 3 meters HH1 GPS) 
 AM6918
 AM6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7515698175(NAD 83)
 AM6918
 AM6918                          SUPERSEDED SURVEY CONTROL
 AM6918
 AM6918.No superseded survey control is available for this station.
 AM6918
 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_PROJECTION: FLUSH
 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 SUITABLE FOR
 AM6918+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2025
 AM6918
 AM6918  HISTORY     - Date     Condition        Report By
 AM6918  HISTORY     - 2000     MONUMENTED       NJGS
 AM6918  HISTORY     - 20060421 GOOD             GEOCAC
 AM6918  HISTORY     - 20100326 GOOD             NJGS
 AM6918  HISTORY     - 20120430 GOOD             INDIV
 AM6918  HISTORY     - 20191008 GOOD             NJGS
 AM6918  HISTORY     - 20250918 GOOD             AAAS
 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'RECOVERED IN GOOD CONDITION.
 AM6918
 AM6918                          STATION RECOVERY (2010)
 AM6918
 AM6918'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AM6918'RECOVERED IN GOOD CONDITION.
 AM6918
 AM6918                          STATION RECOVERY (2012)
 AM6918
 AM6918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 AM6918'RECOVERED IN GOOD CONDITION.
 AM6918
 AM6918                          STATION RECOVERY (2019)
 AM6918
 AM6918'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 AM6918'RECOVERED AS DESCRIBED.
 AM6918
 AM6918                          STATION RECOVERY (2025)
 AM6918
 AM6918'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AM6918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5265 ***********************************************************************
 DF5265  DESIGNATION -  15 U 3
 DF5265  PID         -  DF5265
 DF5265  STATE/COUNTY-  NJ/OCEAN
 DF5265  COUNTRY     -  US
 DF5265  USGS QUAD   -  CASSVILLE (2019)
 DF5265
 DF5265                         *CURRENT SURVEY CONTROL
 DF5265  ______________________________________________________________________
 DF5265* NAD 83(2011) POSITION- 40 04 24.16684(N) 074 27 05.58445(W)   ADJUSTED
 DF5265* NAD 83(2011) ELLIP HT-     8.017 (meters)        (06/27/12)   ADJUSTED
 DF5265* NAD 83(2011) EPOCH   -  2010.00
 DF5265* NAVD 88 ORTHO HEIGHT -    40.5   (meters)      133.    (feet) GPS OBS
 DF5265  ______________________________________________________________________
 DF5265  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5265  GEOID HEIGHT    -        -32.475 (meters)                     GEOID99
 DF5265  GEOID HEIGHT    -        -32.507 (meters)                     GEOID18
 DF5265  NAD 83(2011) X  -  1,310,102.232 (meters)                     COMP
 DF5265  NAD 83(2011) Y  - -4,708,611.190 (meters)                     COMP
 DF5265  NAD 83(2011) Z  -  4,084,228.907 (meters)                     COMP
 DF5265  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 DF5265
 DF5265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5265  Standards:
 DF5265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5265  -------------------------------------------------------------------
 DF5265  NETWORK    0.64   1.04           0.29   0.22   0.53      0.20360754
 DF5265  -------------------------------------------------------------------
 DF5265  Click here for local accuracies and other accuracy information.
 DF5265
 DF5265.The horizontal coordinates were established by GPS observations
 DF5265.and adjusted by the National Geodetic Survey in June 2012.
 DF5265
 DF5265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5265.been affixed to the stable North American tectonic plate. See 
 DF5265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5265
 DF5265.The horizontal coordinates are valid at the epoch date displayed above
 DF5265.which is a decimal equivalence of Year/Month/Day.
 DF5265
 DF5265.The orthometric height was determined by GPS observations and a
 DF5265.high-resolution geoid model.
 DF5265
 DF5265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5265.GEOID18 height accuracy estimate available here.
 DF5265
 DF5265.Click photographs - Photos may exist for this station.
 DF5265
 DF5265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5265
 DF5265.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5265
 DF5265.The ellipsoidal height was determined by GPS observations
 DF5265.and is referenced to NAD 83.
 DF5265
 DF5265. The following values were computed from the NAD 83(2011) position.
 DF5265
 DF5265;                    North         East     Units Scale Factor Converg.
 DF5265;SPC NJ       -   137,662.455   154,132.382   MT  0.99990021   +0 01 52.3
 DF5265;SPC NJ       -   451,647.57    505,682.66   sFT  0.99990021   +0 01 52.3
 DF5265;UTM  18      - 4,436,045.790   546,765.395   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4676536045(NAD 83)
 DF5265
 DF5265                          SUPERSEDED SURVEY CONTROL
 DF5265
 DF5265  NAD 83(2007)-  40 04 24.16733(N)    074 27 05.58506(W) AD(2002.00) 0
 DF5265  ELLIP H (02/10/07)    8.025  (m)                       GP(2002.00)    
 DF5265  NAD 83(1996)-  40 04 24.16721(N)    074 27 05.58552(W) AD(       ) 1
 DF5265  ELLIP H (04/17/03)    8.057  (m)                       GP(       ) 3 1
 DF5265
 DF5265.Superseded values are not recommended for survey control.
 DF5265
 DF5265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5265.See file dsdata.pdf to determine how the superseded data were derived.
 DF5265
 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 - August 07, 2019
 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  HISTORY     - 20111109 GOOD             GRWAS
 DF5265  HISTORY     - 20171122 GOOD             AAAS
 DF5265  HISTORY     - 20190807 GOOD             NJGS
 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 COLLIERS MILLS ROAD, ALSO KNOWN AS HAWKIN ROAD AND COUNTY
 DF5265'ROAD 640.
 DF5265'
 DF5265'TO REACH THE STATION FROM THE INTERSECTION OF WEST VETERANS HIGHWAY,
 DF5265'COUNTY ROAD 528 AND COUNTY ROAD 640 IN ARCHERS CORNER AT A BLINKING
 DF5265'TRAFFIC LIGHT, GO SOUTH ON COUNTY ROAD 640 FOR 1.O5 MI TO THE STATION
 DF5265'ON THE RIGHT.
 DF5265'
 DF5265'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE SOUTHWEST CORNER OF
 DF5265'THE CONCRETE HEADWALL OF A CULVERT CROSSING BORDENS BRANCH.  IT IS
 DF5265'ALSO SOUTH FROM AN OVERHEAD ELECTRIC TRANSMISSION LINE CROSSING,
 DF5265'SOUTHEAST FROM A SINGLE STORY FRAME DWELLING ON THE WEST SIDE OF
 DF5265'COUNTY ROAD 640, AND ACROSS THE ROAD FROM THE STATE OF NEW JERSEY
 DF5265'COLLIERS MILLS WILDLIFE MANAGEMENT AREA REFUGE.
 DF5265'
 DF5265'THE STATION IS 4.5 M WEST FROM THE CENTERLINE OF COUNTY ROAD 640, 20.6
 DF5265'M NORTHWEST AND ACROSS THE ROAD FROM WOOD UTILITY POLE JC5168JK 759
 DF5265'25, 5.5 M NORTH FROM THE SOUTH END OF A STEEL BEAM GUIDE RAIL, AND
 DF5265'18.0 M SOUTH FROM THE CENTERLINE OF A STONE DRIVEWAY LEADING TO THE
 DF5265'ONE STORY FRAME DWELLING.
 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.
 DF5265
 DF5265                          STATION RECOVERY (2011)
 DF5265
 DF5265'RECOVERY NOTE BY GRW AERIAL SURVEY 2011 (JBZ)
 DF5265'RECOVERED IN GOOD CONDITION
 DF5265
 DF5265                          STATION RECOVERY (2017)
 DF5265
 DF5265'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DF5265'RECOVERED IN GOOD CONDITION.
 DF5265
 DF5265                          STATION RECOVERY (2019)
 DF5265
 DF5265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DF5265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6004 ***********************************************************************
 DM6004  DESIGNATION -  15 U 4
 DM6004  PID         -  DM6004
 DM6004  STATE/COUNTY-  NJ/OCEAN
 DM6004  COUNTRY     -  US
 DM6004  USGS QUAD   -  TOMS RIVER (2019)
 DM6004
 DM6004                         *CURRENT SURVEY CONTROL
 DM6004  ______________________________________________________________________
 DM6004* NAD 83(1986) POSITION- 39 56 04.15   (N) 074 10 56.76   (W)   HD_HELD1
 DM6004* NAVD 88 ORTHO HEIGHT -     9.874 (meters)       32.39  (feet) ADJUSTED
 DM6004  ______________________________________________________________________
 DM6004  GEOID HEIGHT    -        -33.043 (meters)                     GEOID18
 DM6004  DYNAMIC HEIGHT  -          9.869 (meters)       32.38  (feet) COMP
 DM6004  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 DM6004
 DM6004  VERT ORDER      -  FIRST     CLASS II
 DM6004
 DM6004.The horizontal coordinates were determined by differentially corrected
 DM6004.hand held GPS observations or other comparable positioning techniques
 DM6004.and have an estimated accuracy of +/- 3 meters.
 DM6004
 DM6004.The orthometric height was determined by differential leveling and
 DM6004.adjusted by the NATIONAL GEODETIC SURVEY
 DM6004.in May 2011.
 DM6004
 DM6004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6004.GEOID18 height accuracy estimate available here.
 DM6004
 DM6004.Click photographs - Photos may exist for this station.
 DM6004
 DM6004.The dynamic height is computed by dividing the NAVD 88
 DM6004.geopotential number by the normal gravity value computed on the
 DM6004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6004.degrees latitude (g = 980.6199 gals.).
 DM6004
 DM6004.The modeled gravity was interpolated from observed gravity values.
 DM6004
 DM6004;                    North         East    Units  Estimated Accuracy
 DM6004;SPC NJ       -   122,289.1     177,141.5     MT  (+/- 3 meters HH1 GPS) 
 DM6004
 DM6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6985420805(NAD 83)
 DM6004
 DM6004                          SUPERSEDED SURVEY CONTROL
 DM6004
 DM6004.No superseded survey control is available for this station.
 DM6004
 DM6004_MARKER: DD = SURVEY DISK
 DM6004_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6004_SP_SET: MANHOLE RIM
 DM6004_STAMPING: 15 U 4 2007
 DM6004_MARK LOGO: NJGS
 DM6004_PROJECTION: FLUSH
 DM6004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6004+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2024
 DM6004
 DM6004  HISTORY     - Date     Condition        Report By
 DM6004  HISTORY     - 20071024 MONUMENTED       NJGS
 DM6004  HISTORY     - 20160529 GOOD             GEOCAC
 DM6004  HISTORY     - 20240229 GOOD             NJGS
 DM6004
 DM6004                          STATION DESCRIPTION
 DM6004
 DM6004'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6004'THE STATION IS LOCATED IN BEACHWOOD BOROUGH, SET IN A DRILL HOLE IN
 DM6004'THE NORTHEAST CORNER OF A CONCRETE TRAFFIC MANHOLE RIM ON THE
 DM6004'SOUTHEAST CORNER OF THE JUNCTION OF US HIGHWAY 9 AND MIZZEN AVENUE.
 DM6004'
 DM6004'THE STATION IS 2.8 FT (0.9 M) SOUTHWEST OF THE SOUTHWEST CURB OF US
 DM6004'HIGHWAY 9, 15.2 FT (4.6 M) SOUTHEAST OF THE SOUTHEAST CURB EXTENDED OF
 DM6004'MIZZEN AVENUE, 7.1 FT (2.2 M) SOUTHEAST OF A TRAFFIC SIGNAL, 36.5 FT
 DM6004'(11.1 M) NORTH-NORTHEAST OF THE NORTH CORNER OF THE BEACHWOOD AUTO
 DM6004'BODY SHOP (1 STORY STUCCO), 37.5 FT (11.4 M) NORTHWEST OF A POLE WITH
 DM6004'NO NUMBER.
 DM6004
 DM6004                          STATION RECOVERY (2016)
 DM6004
 DM6004'RECOVERY NOTE BY GEOCACHING 2016 (DRB)
 DM6004'RECOVERED IN GOOD CONDITION.
 DM6004
 DM6004                          STATION RECOVERY (2024)
 DM6004
 DM6004'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DM6004'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7943 ***********************************************************************
 DP7943  DESIGNATION -  15 U 5
 DP7943  PID         -  DP7943
 DP7943  STATE/COUNTY-  NJ/OCEAN
 DP7943  COUNTRY     -  US
 DP7943  USGS QUAD   -  POINT PLEASANT (2019)
 DP7943
 DP7943                         *CURRENT SURVEY CONTROL
 DP7943  ______________________________________________________________________
 DP7943* NAD 83(1986) POSITION- 40 03 46.95   (N) 074 02 43.48   (W)   HD_HELD1
 DP7943* NAVD 88 ORTHO HEIGHT -     1.274 (meters)        4.18  (feet) ADJUSTED
 DP7943  ______________________________________________________________________
 DP7943  GEOID HEIGHT    -        -33.044 (meters)                     GEOID18
 DP7943  DYNAMIC HEIGHT  -          1.274 (meters)        4.18  (feet) COMP
 DP7943  MODELED GRAVITY -    980,158.2   (mgal)                       NAVD 88
 DP7943
 DP7943  VERT ORDER      -  FIRST     CLASS II
 DP7943
 DP7943.The horizontal coordinates were determined by differentially corrected
 DP7943.hand held GPS observations or other comparable positioning techniques
 DP7943.and have an estimated accuracy of +/- 3 meters.
 DP7943
 DP7943.The orthometric height was determined by differential leveling and
 DP7943.adjusted by the NATIONAL GEODETIC SURVEY
 DP7943.in March 2017.
 DP7943
 DP7943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7943.GEOID18 height accuracy estimate available here.
 DP7943
 DP7943.Click photographs - Photos may exist for this station.
 DP7943
 DP7943.The dynamic height is computed by dividing the NAVD 88
 DP7943.geopotential number by the normal gravity value computed on the
 DP7943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7943.degrees latitude (g = 980.6199 gals.).
 DP7943
 DP7943.The modeled gravity was interpolated from observed gravity values.
 DP7943
 DP7943;                    North         East    Units  Estimated Accuracy
 DP7943;SPC NJ       -   136,612.6     188,779.6     MT  (+/- 3 meters HH1 GPS) 
 DP7943
 DP7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8140935190(NAD 83)
 DP7943
 DP7943                          SUPERSEDED SURVEY CONTROL
 DP7943
 DP7943  NAVD 88 (09/24/15)    1.284  (m)            4.21   (f) SUPERSEDED  1 2
 DP7943
 DP7943.Superseded values are not recommended for survey control.
 DP7943
 DP7943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7943.See file dsdata.pdf to determine how the superseded data were derived.
 DP7943
 DP7943_MARKER: DD = SURVEY DISK
 DP7943_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP7943_SP_SET: FOUNDATION
 DP7943_STAMPING: 15 U 5 2012
 DP7943_MARK LOGO: NJGS
 DP7943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7943+STABILITY: SURFACE MOTION
 DP7943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7943+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7943
 DP7943  HISTORY     - Date     Condition        Report By
 DP7943  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7943  HISTORY     - 20160411 GOOD             NJGS
 DP7943
 DP7943                          STATION DESCRIPTION
 DP7943
 DP7943'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7943'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF
 DP7943'LAKEWOOD, 1.9 MI (3.1 KM) SOUTH OF POINT PLEASANT BEACH AND 1.8 MI
 DP7943'(2.9 KM) SOUTHEAST OF POINT PLEASANT.
 DP7943'
 DP7943'THE STATION IS LOCATED IN THE BOROUGH OF BAY HEAD, ON THE EAST SIDE OF
 DP7943'MAIN AVENUE (STATE HIGHWAY 35).
 DP7943'
 DP7943'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AVENUE (STATE
 DP7943'HIGHWAY 35) AND BRIDGE AVENUE, COUNTY ROAD 623, GO SOUTH ON STATE
 DP7943'HIGHWAY 35 FOR 0.50 MI (0.8 KM) TO THE INTERSECTION WITH JOHNSON
 DP7943'STREET AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE AT THE
 DP7943'CORNER OF A NEW JERSEY DEPARTMENT OF TRANSPORTATION RECTANGULAR
 DP7943'CONCRETE ELECTRICAL UTILITY BOX AT THE SOUTHEAST CORNER OF THE
 DP7943'INTERSECTION.
 DP7943'
 DP7943'THE STATION IS 22 FT (6.7 M) SOUTH OF THE CENTERLINE OF JOHNSON
 DP7943'STREET, 32.5 FT (9.9 M) EAST OF THE CENTERLINE OF ROUTE 35.  9 FT (2.7
 DP7943'M) NORTHEAST FROM THE TRAFFIC SIGNAL POLE, 7 FT (2.1 M) NORTH OF A
 DP7943'METAL POLE WITH A STREET SIGN ATTACHED, 8 FT (2.4 M) SOUTH OF A
 DP7943'WITNESS POST.
 DP7943
 DP7943                          STATION RECOVERY (2016)
 DP7943
 DP7943'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7943'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP8003 ***********************************************************************
 DP8003  DESIGNATION -  15 U 6
 DP8003  PID         -  DP8003
 DP8003  STATE/COUNTY-  NJ/OCEAN
 DP8003  COUNTRY     -  US
 DP8003  USGS QUAD   -  POINT PLEASANT (2019)
 DP8003
 DP8003                         *CURRENT SURVEY CONTROL
 DP8003  ______________________________________________________________________
 DP8003* NAD 83(1986) POSITION- 40 02 24.21   (N) 074 03 08.74   (W)   HD_HELD1
 DP8003* NAVD 88 ORTHO HEIGHT -     2.962 (meters)        9.72  (feet) ADJUSTED
 DP8003  ______________________________________________________________________
 DP8003  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 DP8003  DYNAMIC HEIGHT  -          2.961 (meters)        9.71  (feet) COMP
 DP8003  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 DP8003
 DP8003  VERT ORDER      -  FIRST     CLASS II
 DP8003
 DP8003.The horizontal coordinates were determined by differentially corrected
 DP8003.hand held GPS observations or other comparable positioning techniques
 DP8003.and have an estimated accuracy of +/- 3 meters.
 DP8003
 DP8003.The orthometric height was determined by differential leveling and
 DP8003.adjusted by the NATIONAL GEODETIC SURVEY
 DP8003.in March 2017.
 DP8003
 DP8003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8003.GEOID18 height accuracy estimate available here.
 DP8003
 DP8003.Click photographs - Photos may exist for this station.
 DP8003
 DP8003.The dynamic height is computed by dividing the NAVD 88
 DP8003.geopotential number by the normal gravity value computed on the
 DP8003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8003.degrees latitude (g = 980.6199 gals.).
 DP8003
 DP8003.The modeled gravity was interpolated from observed gravity values.
 DP8003
 DP8003;                    North         East    Units  Estimated Accuracy
 DP8003;SPC NJ       -   134,057.8     188,193.8     MT  (+/- 3 meters HH1 GPS) 
 DP8003
 DP8003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8083732633(NAD 83)
 DP8003
 DP8003                          SUPERSEDED SURVEY CONTROL
 DP8003
 DP8003  NAVD 88 (09/24/15)    2.965  (m)            9.73   (f) SUPERSEDED  1 2
 DP8003
 DP8003.Superseded values are not recommended for survey control.
 DP8003
 DP8003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP8003.See file dsdata.pdf to determine how the superseded data were derived.
 DP8003
 DP8003_MARKER: DD = SURVEY DISK
 DP8003_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP8003_SP_SET: BRIDGE SIDEWALK
 DP8003_STAMPING: 15 U 6 2012
 DP8003_MARK LOGO: NJDCED
 DP8003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8003+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP8003
 DP8003  HISTORY     - Date     Condition        Report By
 DP8003  HISTORY     - UNK      MONUMENTED       NJDCED
 DP8003  HISTORY     - 20120718 GOOD             NJGS
 DP8003  HISTORY     - 20160411 GOOD             NJGS
 DP8003
 DP8003                          STATION DESCRIPTION
 DP8003
 DP8003'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP8003'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH OF SEASIDE PARK,
 DP8003'3.5 MI (5.6 KM) SOUTH OF POINT PLEASANT BEACH AND 3.1 MI (5.0 KM)
 DP8003'SOUTH-SOUTHEAST OF POINT PLEASANT.  THE STATION IS LOCATED IN THE
 DP8003'BOROUGH OF MANTOLOKING.
 DP8003'
 DP8003'THE STATION IS ON THE SOUTH SIDE OF HERBERT AVENUE (COUNTY ROUTE 528),
 DP8003'FLUSH IN THE SIDEWALK OF THE ROUTE 528 BRIDGE SPANNING THE BARNEGAT
 DP8003'BAY (STRUCTURE NUMBER 06006).
 DP8003'
 DP8003'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 35 AND ROUTE
 DP8003'528, GO 0.15 MI (0.2 KM) WEST OF ROUTE 528 TO THE STATION ON THE LEFT.
 DP8003'THE STATION IS 23.4 FT (7.1 M) SOUTH OF THE CENTERLINE OF ROUTE 528,
 DP8003'2.9 FT (0.9 M) SOUTH OF THE SOUTH CURB OF ROUTE 528, 50.2 FT (15.3 M)
 DP8003'EAST FROM STATION 15 P 5, 3.6 FT (1.1 M) NORTH OF A 4 FT (1.2 M) HIGH
 DP8003'METAL PIPE RAILING ALONG THE SOUTH SIDE OF THE EAST APPROACH AND 20 FT
 DP8003'(6.1 M) WEST OF AN INLET GRATE ON THE SOUTH SIDE OF ROUTE 528.
 DP8003
 DP8003                          STATION RECOVERY (2016)
 DP8003
 DP8003'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP8003'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3997 ***********************************************************************
 DQ3997  DESIGNATION -  15 U 7
 DQ3997  PID         -  DQ3997
 DQ3997  STATE/COUNTY-  NJ/OCEAN
 DQ3997  COUNTRY     -  US
 DQ3997  USGS QUAD   -  SEASIDE PARK (2019)
 DQ3997
 DQ3997                         *CURRENT SURVEY CONTROL
 DQ3997  ______________________________________________________________________
 DQ3997* NAD 83(1986) POSITION- 39 57 13.48   (N) 074 04 24.48   (W)   HD_HELD1
 DQ3997* NAVD 88 ORTHO HEIGHT -     1.730 (meters)        5.68  (feet) ADJUSTED
 DQ3997  ______________________________________________________________________
 DQ3997  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 DQ3997  DYNAMIC HEIGHT  -          1.729 (meters)        5.67  (feet) COMP
 DQ3997  MODELED GRAVITY -    980,163.4   (mgal)                       NAVD 88
 DQ3997
 DQ3997  VERT ORDER      -  FIRST     CLASS II
 DQ3997
 DQ3997.The horizontal coordinates were determined by differentially corrected
 DQ3997.hand held GPS observations or other comparable positioning techniques
 DQ3997.and have an estimated accuracy of +/- 3 meters.
 DQ3997
 DQ3997.The orthometric height was determined by differential leveling and
 DQ3997.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3997.in March 2017.
 DQ3997
 DQ3997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3997.GEOID18 height accuracy estimate available here.
 DQ3997
 DQ3997.Click photographs - Photos may exist for this station.
 DQ3997
 DQ3997.The dynamic height is computed by dividing the NAVD 88
 DQ3997.geopotential number by the normal gravity value computed on the
 DQ3997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3997.degrees latitude (g = 980.6199 gals.).
 DQ3997
 DQ3997.The modeled gravity was interpolated from observed gravity values.
 DQ3997
 DQ3997;                    North         East    Units  Estimated Accuracy
 DQ3997;SPC NJ       -   124,466.1     186,444.3     MT  (+/- 3 meters HH1 GPS) 
 DQ3997
 DQ3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7914223034(NAD 83)
 DQ3997
 DQ3997                          SUPERSEDED SURVEY CONTROL
 DQ3997
 DQ3997.No superseded survey control is available for this station.
 DQ3997
 DQ3997_MARKER: DD = SURVEY DISK
 DQ3997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ3997_SP_SET: SIGN BRIDGE BASE
 DQ3997_STAMPING: 15 U 7 2015
 DQ3997_MARK LOGO: NJGS
 DQ3997_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3997+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ3997
 DQ3997  HISTORY     - Date     Condition        Report By
 DQ3997  HISTORY     - 20151124 MONUMENTED       NJGS
 DQ3997
 DQ3997                          STATION DESCRIPTION
 DQ3997
 DQ3997'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ3997'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH OF POINT PLEASANT,
 DQ3997'6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 1.9 MI (3.1 KM) NORTH OF
 DQ3997'SEASIDE PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER TOWNSHIP.
 DQ3997'
 DQ3997'THE STATION IS SET IN A DRILL HOLE IN THE EAST SIDE OF THE NORTHERLY
 DQ3997'OF TWO ROUND BASES FOR THE SUPPORT COLUMNS ON THE WEST SIDE OF NEW
 DQ3997'JERSEY STATE ROUTE 35 OF A SIGN BRIDGE FOR THE SOUTHBOUND LANES OF
 DQ3997'WEST CENTRAL AVENUE (NEW JERSEY STATE ROUTE 35), 185 FT (56.4 M) NORTH
 DQ3997'OF THE CENTERLINE OF FIELDER AVENUE.
 DQ3997'
 DQ3997'THE STATION IS 10 FT (3.0 M) WEST OF THE WEST CURB OF SOUTHBOUND NEW
 DQ3997'JERSEY STATE ROUTE 35, 27 FT (8.2 M) NORTH-NORTHWEST OF POLE NUMBER
 DQ3997'216617A40814, 23 FT (7.0 M) EAST OF THE CENTERLINE OF WEST
 DQ3997'PENNSYLVANIA AVENUE, 26 FT (7.9 M) SOUTH OF A BELL MANHOLE.  THE
 DQ3997'STATION IS 1 FT (0.3 M) ABOVE THE PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4019 ***********************************************************************
 DQ4019  DESIGNATION -  15 U 8
 DQ4019  PID         -  DQ4019
 DQ4019  STATE/COUNTY-  NJ/OCEAN
 DQ4019  COUNTRY     -  US
 DQ4019  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4019
 DQ4019                         *CURRENT SURVEY CONTROL
 DQ4019  ______________________________________________________________________
 DQ4019* NAD 83(1986) POSITION- 39 55 08.65   (N) 074 04 46.02   (W)   HD_HELD1
 DQ4019* NAVD 88 ORTHO HEIGHT -     1.302 (meters)        4.27  (feet) ADJUSTED
 DQ4019  ______________________________________________________________________
 DQ4019  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 DQ4019  DYNAMIC HEIGHT  -          1.302 (meters)        4.27  (feet) COMP
 DQ4019  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 DQ4019
 DQ4019  VERT ORDER      -  FIRST     CLASS II
 DQ4019
 DQ4019.The horizontal coordinates were determined by differentially corrected
 DQ4019.hand held GPS observations or other comparable positioning techniques
 DQ4019.and have an estimated accuracy of +/- 3 meters.
 DQ4019
 DQ4019.The orthometric height was determined by differential leveling and
 DQ4019.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4019.in March 2017.
 DQ4019
 DQ4019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4019.GEOID18 height accuracy estimate available here.
 DQ4019
 DQ4019.Click photographs - Photos may exist for this station.
 DQ4019
 DQ4019.The dynamic height is computed by dividing the NAVD 88
 DQ4019.geopotential number by the normal gravity value computed on the
 DQ4019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4019.degrees latitude (g = 980.6199 gals.).
 DQ4019
 DQ4019.The modeled gravity was interpolated from observed gravity values.
 DQ4019
 DQ4019;                    North         East    Units  Estimated Accuracy
 DQ4019;SPC NJ       -   120,613.9     185,951.2     MT  (+/- 3 meters HH1 GPS) 
 DQ4019
 DQ4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7867119180(NAD 83)
 DQ4019
 DQ4019                          SUPERSEDED SURVEY CONTROL
 DQ4019
 DQ4019.No superseded survey control is available for this station.
 DQ4019
 DQ4019_MARKER: DD = SURVEY DISK
 DQ4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4019_STAMPING: 15 U 8 2016
 DQ4019_MARK LOGO: NJDT
 DQ4019_PROJECTION: FLUSH
 DQ4019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4019+STABILITY: SURFACE MOTION
 DQ4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4019+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4019
 DQ4019  HISTORY     - Date     Condition        Report By
 DQ4019  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4019  HISTORY     - 20151110 GOOD             NJGS
 DQ4019
 DQ4019                          STATION DESCRIPTION
 DQ4019
 DQ4019'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4019'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF FORKED
 DQ4019'RIVER, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE TOWN
 DQ4019'OF SEASIDE PARK, NJ.
 DQ4019'
 DQ4019'THE STATION IS SET BETWEEN THE CURB AND SIDEWALK NEAR THE NORTHWEST
 DQ4019'CORNER OF THE SEASIDE PARK BOROUGH POLICE AND BOROUGH HALL FACILITY,
 DQ4019'ON THE SOUTH BOUND LANES OF NEW JERSEY STATE ROUTE 35.
 DQ4019'
 DQ4019'THE STATION IS 4 FT (1.2 M) EAST OF THE EAST CURB OF SOUTH BOUND NEW
 DQ4019'JERSEY STATE ROUTE 35, 21 FT (6.4 M) EAST OF THE CENTERLINE OF THE
 DQ4019'SOUTH BOUND LANES OF NEW JERSEY STATE ROUTE 35, 6.5 FT (2.0 M) WEST OF
 DQ4019'THE WEST CURB OF THE PARKING LOT ON THE WEST SIDE OF THE BUILDING, 38
 DQ4019'FT (11.6 M) NORTH OF THE EXTENDED CENTERLINE OF SIXTH AVENUE, 64 FT
 DQ4019'(19.5 M) NORTH OF A LIGHT POLE NUMBER STD18.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6481 ***********************************************************************
 DR6481  DESIGNATION -  15 U 9
 DR6481  PID         -  DR6481
 DR6481  STATE/COUNTY-  NJ/OCEAN
 DR6481  COUNTRY     -  US
 DR6481  USGS QUAD   -  BEACH HAVEN (2019)
 DR6481
 DR6481                         *CURRENT SURVEY CONTROL
 DR6481  ______________________________________________________________________
 DR6481* NAD 83(1986) POSITION- 39 35 10.35   (N) 074 13 26.89   (W)   HD_HELD1
 DR6481* NAVD 88 ORTHO HEIGHT -     1.298 (meters)        4.26  (feet) ADJUSTED
 DR6481  ______________________________________________________________________
 DR6481  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 DR6481  DYNAMIC HEIGHT  -          1.297 (meters)        4.26  (feet) COMP
 DR6481  MODELED GRAVITY -    980,140.5   (mgal)                       NAVD 88
 DR6481
 DR6481  VERT ORDER      -  FIRST     CLASS II
 DR6481
 DR6481.The horizontal coordinates were determined by differentially corrected
 DR6481.hand held GPS observations or other comparable positioning techniques
 DR6481.and have an estimated accuracy of +/- 3 meters.
 DR6481
 DR6481.The orthometric height was determined by differential leveling and
 DR6481.adjusted by the NATIONAL GEODETIC SURVEY
 DR6481.in February 2021.
 DR6481
 DR6481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6481.GEOID18 height accuracy estimate available here.
 DR6481
 DR6481.Click photographs - Photos may exist for this station.
 DR6481
 DR6481.The dynamic height is computed by dividing the NAVD 88
 DR6481.geopotential number by the normal gravity value computed on the
 DR6481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6481.degrees latitude (g = 980.6199 gals.).
 DR6481
 DR6481.The modeled gravity was interpolated from observed gravity values.
 DR6481
 DR6481;                    North         East    Units  Estimated Accuracy
 DR6481;SPC NJ       -    83,611.8     173,696.3     MT  (+/- 3 meters HH1 GPS) 
 DR6481
 DR6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6662582119(NAD 83)
 DR6481
 DR6481                          SUPERSEDED SURVEY CONTROL
 DR6481
 DR6481.No superseded survey control is available for this station.
 DR6481
 DR6481_MARKER: B = BOLT
 DR6481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR6481_SP_SET: TANK FOUNDATION
 DR6481_STAMPING: 15 U 9 2019
 DR6481_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6481+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2019
 DR6481
 DR6481  HISTORY     - Date     Condition        Report By
 DR6481  HISTORY     - 20190307 MONUMENTED       NJGS
 DR6481
 DR6481                          STATION DESCRIPTION
 DR6481
 DR6481'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6481'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP ABOUT 5.6 MI (9.0 KM)
 DR6481'SOUTHEAST OF WEST CREEK, 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF SHIP
 DR6481'BOTTOM AND 2.1 MI (3.4 KM) NORTH-NORTHEAST OF BEACH HAVEN, IN LONG
 DR6481'BEACH TOWNSHIP.
 DR6481'
 DR6481'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6481'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 5.0 MI (8.0 KM) SOUTH
 DR6481'ON LONG BEACH BOULEVARD TO THE STATION ON THE RIGHT AT THE WEST SIDE
 DR6481'OF THE WATER TOWER, A ONE-INCH SQUARE BOLT ALONG THE EDGE OF THE
 DR6481'CONCRETE FOUNDATION OF THE WATER TANK IN THE YARD OF THE MUNICIPAL
 DR6481'COMPLEX.
 DR6481'
 DR6481'THE STATION IS 114.5 FT (34.9 M) NORTH-NORTHEAST OF NORTH CURB WEST
 DR6481'PENNSYLVANIA AVENUE, 85.5 FT (26.1 M) SOUTH-SOUTHWEST OF SOUTH CURB
 DR6481'WEST NEW JERSEY AVENUE, 23.0 FT (7.0 M) NORTHEAST OF THE NORTHWEST
 DR6481'CORNER OF TRIPLE-DOOR GARAGE, 10 FT (3.0 M) NORTHEAST OF CENTER OF
 DR6481'DOUBLE GRATE INLET FOR WATER OVERFLOW PIPE AND 3.75 FT (1.1 M) SOUTH
 DR6481'OF HINGES OF THE ENTRANCE DOOR TO THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6308 ***********************************************************************
 KV6308  DESIGNATION -  15 V 1
 KV6308  PID         -  KV6308
 KV6308  STATE/COUNTY-  NJ/OCEAN
 KV6308  COUNTRY     -  US
 KV6308  USGS QUAD   -  ADELPHIA (2019)
 KV6308
 KV6308                         *CURRENT SURVEY CONTROL
 KV6308  ______________________________________________________________________
 KV6308* NAD 83(2011) POSITION- 40 09 15.98453(N) 074 21 49.60192(W)   ADJUSTED
 KV6308* NAD 83(2011) ELLIP HT-     8.621 (meters)        (06/27/12)   ADJUSTED
 KV6308* NAD 83(2011) EPOCH   -  2010.00
 KV6308* NAVD 88 ORTHO HEIGHT -    41.057 (meters)      134.70  (feet) ADJUSTED
 KV6308  ______________________________________________________________________
 KV6308  GEOID HEIGHT    -        -32.421 (meters)                     GEOID18
 KV6308  NAD 83(2011) X  -  1,315,751.001 (meters)                     COMP
 KV6308  NAD 83(2011) Y  - -4,701,014.506 (meters)                     COMP
 KV6308  NAD 83(2011) Z  -  4,091,112.722 (meters)                     COMP
 KV6308  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 KV6308  DYNAMIC HEIGHT  -         41.040 (meters)      134.65  (feet) COMP
 KV6308  MODELED GRAVITY -    980,204.6   (mgal)                       NAVD 88
 KV6308
 KV6308  VERT ORDER      -  FIRST     CLASS II
 KV6308
 KV6308  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6308  Standards:
 KV6308         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6308            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6308  -------------------------------------------------------------------
 KV6308  NETWORK    0.74   1.22           0.34   0.24   0.62      0.20126894
 KV6308  -------------------------------------------------------------------
 KV6308  Click here for local accuracies and other accuracy information.
 KV6308
 KV6308.The horizontal coordinates were established by GPS observations
 KV6308.and adjusted by the National Geodetic Survey in June 2012.
 KV6308
 KV6308.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6308.been affixed to the stable North American tectonic plate. See 
 KV6308.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6308
 KV6308.The horizontal coordinates are valid at the epoch date displayed above
 KV6308.which is a decimal equivalence of Year/Month/Day.
 KV6308
 KV6308.The orthometric height was determined by differential leveling and
 KV6308.adjusted by the NATIONAL GEODETIC SURVEY
 KV6308.in June 1991.
 KV6308
 KV6308.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6308.GEOID18 height accuracy estimate available here.
 KV6308
 KV6308.Click photographs - Photos may exist for this station.
 KV6308
 KV6308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6308
 KV6308.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6308
 KV6308.The ellipsoidal height was determined by GPS observations
 KV6308.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6308
 KV6308;                    North         East     Units Scale Factor Converg.
 KV6308;SPC NJ       -   146,670.024   161,605.088   MT  0.99990166   +0 05 16.2
 KV6308;SPC NJ       -   481,199.90    530,199.36   sFT  0.99990166   +0 05 16.2
 KV6308;UTM  18      - 4,445,092.796   554,185.336   MT  0.99963614   +0 24 37.0
 KV6308
 KV6308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6308!SPC NJ       -   0.99999865  x   0.99990166  =   0.99990031
 KV6308!UTM  18      -   0.99999865  x   0.99963614  =   0.99963479
 KV6308
 KV6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5418545092(NAD 83)
 KV6308
 KV6308                          SUPERSEDED SURVEY CONTROL
 KV6308
 KV6308  NAD 83(2007)-  40 09 15.98519(N)    074 21 49.60237(W) AD(2002.00) 0
 KV6308  ELLIP H (02/10/07)    8.627  (m)                       GP(2002.00)    
 KV6308  NAD 83(1996)-  40 09 15.98508(N)    074 21 49.60283(W) AD(       ) 1
 KV6308  ELLIP H (04/17/03)    8.648  (m)                       GP(       ) 3 1
 KV6308  NAVD 88              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
 KV6308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6308.See file dsdata.pdf to determine how the superseded data were derived.
 KV6308
 KV6308_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6308_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 - March 01, 2018
 KV6308
 KV6308  HISTORY     - Date     Condition        Report By
 KV6308  HISTORY     - 1989     MONUMENTED       NJDT
 KV6308  HISTORY     - 19890623 GOOD             NJGS
 KV6308  HISTORY     - 20020202 GOOD             NJGS
 KV6308  HISTORY     - 20180301 GOOD             AAAS
 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
 KV6308                          STATION RECOVERY (2018)
 KV6308
 KV6308'RECOVERY NOTE BY ARORA AND ASSOCIATES 2018 (FAC)
 KV6308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6490 ***********************************************************************
 DR6490  DESIGNATION -  15 V 10
 DR6490  PID         -  DR6490
 DR6490  STATE/COUNTY-  NJ/OCEAN
 DR6490  COUNTRY     -  US
 DR6490  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6490
 DR6490                         *CURRENT SURVEY CONTROL
 DR6490  ______________________________________________________________________
 DR6490* NAD 83(1986) POSITION- 39 41 14.85   (N) 074 08 45.75   (W)   HD_HELD1
 DR6490* NAVD 88 ORTHO HEIGHT -     1.327 (meters)        4.35  (feet) ADJUSTED
 DR6490  ______________________________________________________________________
 DR6490  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 DR6490  DYNAMIC HEIGHT  -          1.326 (meters)        4.35  (feet) COMP
 DR6490  MODELED GRAVITY -    980,155.5   (mgal)                       NAVD 88
 DR6490
 DR6490  VERT ORDER      -  FIRST     CLASS II
 DR6490
 DR6490.The horizontal coordinates were determined by differentially corrected
 DR6490.hand held GPS observations or other comparable positioning techniques
 DR6490.and have an estimated accuracy of +/- 3 meters.
 DR6490
 DR6490.The orthometric height was determined by differential leveling and
 DR6490.adjusted by the NATIONAL GEODETIC SURVEY
 DR6490.in February 2021.
 DR6490
 DR6490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6490.GEOID18 height accuracy estimate available here.
 DR6490
 DR6490.Click photographs - Photos may exist for this station.
 DR6490
 DR6490.The dynamic height is computed by dividing the NAVD 88
 DR6490.geopotential number by the normal gravity value computed on the
 DR6490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6490.degrees latitude (g = 980.6199 gals.).
 DR6490
 DR6490.The modeled gravity was interpolated from observed gravity values.
 DR6490
 DR6490;                    North         East    Units  Estimated Accuracy
 DR6490;SPC NJ       -    94,875.8     180,360.2     MT  (+/- 3 meters HH1 GPS) 
 DR6490
 DR6490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7322593417(NAD 83)
 DR6490
 DR6490                          SUPERSEDED SURVEY CONTROL
 DR6490
 DR6490.No superseded survey control is available for this station.
 DR6490
 DR6490_MARKER: DD = SURVEY DISK
 DR6490_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6490_SP_SET: ELECTRICAL JUNCTION BOX
 DR6490_STAMPING: 15 V 10 2019
 DR6490_MARK LOGO: NJGS
 DR6490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6490+STABILITY: SURFACE MOTION
 DR6490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6490+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 DR6490
 DR6490  HISTORY     - Date     Condition        Report By
 DR6490  HISTORY     - 20191002 MONUMENTED       NJGS
 DR6490
 DR6490                          STATION DESCRIPTION
 DR6490
 DR6490'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6490'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF FORKED
 DR6490'RIVER, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 3.5 MI (5.6
 DR6490'KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN HARVEY CEDARS.
 DR6490'
 DR6490'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6490'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 3.05
 DR6490'MI (4.91 KM) NORTH ON LONG BEACH BOULEVARD TO THE STATION ON THE LEFT,
 DR6490'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN ELECTRICAL JUNCTION
 DR6490'BOX ON THE NORTHWEST CORNER OF THE JUNCTION OF LONG BEACH BOULEVARD
 DR6490'AND BERGEN AVENUE.
 DR6490'
 DR6490'IT IS 25 FT (7.6 M) NORTH OF THE CENTERLINE OF BERGEN AVENUE, 41.5 FT
 DR6490'(12.6 M) WEST-NORTHWEST OF THE CENTERLINE OF LONG BEACH BOULEVARD, 10
 DR6490'FT (3.0 M) SOUTHWEST OF A PEDESTRIAN CROSSING LIGHT, 51.8 FT (15.8 M)
 DR6490'NORTHWEST OF A TRAFFIC SIGNAL MAST AND 65 FT (19.8 M) FROM POLE NUMBER
 DR6490'116.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6512 ***********************************************************************
 DR6512  DESIGNATION -  15 V 11
 DR6512  PID         -  DR6512
 DR6512  STATE/COUNTY-  NJ/OCEAN
 DR6512  COUNTRY     -  US
 DR6512  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6512
 DR6512                         *CURRENT SURVEY CONTROL
 DR6512  ______________________________________________________________________
 DR6512* NAD 83(1986) POSITION- 39 43 04.17   (N) 074 14 48.26   (W)   HD_HELD1
 DR6512* NAVD 88 ORTHO HEIGHT -    14.761 (meters)       48.43  (feet) ADJUSTED
 DR6512  ______________________________________________________________________
 DR6512  GEOID HEIGHT    -        -33.209 (meters)                     GEOID18
 DR6512  DYNAMIC HEIGHT  -         14.755 (meters)       48.41  (feet) COMP
 DR6512  MODELED GRAVITY -    980,165.3   (mgal)                       NAVD 88
 DR6512
 DR6512  VERT ORDER      -  FIRST     CLASS II
 DR6512
 DR6512.The horizontal coordinates were determined by differentially corrected
 DR6512.hand held GPS observations or other comparable positioning techniques
 DR6512.and have an estimated accuracy of +/- 3 meters.
 DR6512
 DR6512.The orthometric height was determined by differential leveling and
 DR6512.adjusted by the NATIONAL GEODETIC SURVEY
 DR6512.in February 2021.
 DR6512
 DR6512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6512.GEOID18 height accuracy estimate available here.
 DR6512
 DR6512.Click photographs - Photos may exist for this station.
 DR6512
 DR6512.The dynamic height is computed by dividing the NAVD 88
 DR6512.geopotential number by the normal gravity value computed on the
 DR6512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6512.degrees latitude (g = 980.6199 gals.).
 DR6512
 DR6512.The modeled gravity was interpolated from observed gravity values.
 DR6512
 DR6512;                    North         East    Units  Estimated Accuracy
 DR6512;SPC NJ       -    98,217.8     171,713.5     MT  (+/- 3 meters HH1 GPS) 
 DR6512
 DR6512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6456296710(NAD 83)
 DR6512
 DR6512                          SUPERSEDED SURVEY CONTROL
 DR6512
 DR6512.No superseded survey control is available for this station.
 DR6512
 DR6512_MARKER: DD = SURVEY DISK
 DR6512_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6512_SP_SET: CURB
 DR6512_STAMPING: 15 V 11 2020
 DR6512_MARK LOGO: NJGS
 DR6512_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6512+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2025
 DR6512
 DR6512  HISTORY     - Date     Condition        Report By
 DR6512  HISTORY     - 20200623 MONUMENTED       NJGS
 DR6512  HISTORY     - 20250909 GOOD             AAAS
 DR6512
 DR6512                          STATION DESCRIPTION
 DR6512
 DR6512'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6512'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF WEST
 DR6512'CREEK, 6.3 MI (10.1 KM) NORTHWEST OF SHIP BOTTOM AND 5.5 MI (8.8 KM)
 DR6512'SOUTHEAST OF BROOKVILLE, IN STAFFORD TOWNSHIP.
 DR6512'
 DR6512'TO REACH FROM THE CENTER OF THE NEW JERSEY STATE ROUTE 72 BRIDGE OVER
 DR6512'U.S. HIGHWAY 9 (MAIN STREET), GO 1.8 MI (2.9 KM) NORTH-NORTHEAST ON
 DR6512'U.S. HIGHWAY 9 TO THE STATION ON THE LEFT, SET IN A DRILL HOLE IN THE
 DR6512'CURB AT THE SOUTHWEST CORNER OF THE JUNCTION OF U.S. HIGHWAY 9 AND
 DR6512'SILO AVENUE.
 DR6512'
 DR6512'IT IS 7 FT (2.1 M) SOUTHEAST OF A STREET SIGN (SILO AVE), 31 FT (9.4
 DR6512'M) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 9, 25 FT (7.6 M)
 DR6512'SOUTH-SOUTHWEST OF THE CENTERLINE OF SILO AVENUE, 87 FT (26.5 M)
 DR6512'NORTHEAST OF A POLE WITH NO NUMBER AND 54.5 FT (16.6 M) EAST-SOUTHEAST
 DR6512'OF POLE NUMBER P11775 AND SE OF A FLAG POLE FOR THE NEW JERSEY NATURAL
 DR6512'GAS COMPLEX (878 NORTH MAIN STREET).
 DR6512
 DR6512                          STATION RECOVERY (2025)
 DR6512
 DR6512'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DR6512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3800 ***********************************************************************
 DS3800  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3800  DESIGNATION -  15 V 12
 DS3800  PID         -  DS3800
 DS3800  STATE/COUNTY-  NJ/OCEAN
 DS3800  COUNTRY     -  US
 DS3800  USGS QUAD   -  LAKEWOOD (2016)
 DS3800
 DS3800                         *CURRENT SURVEY CONTROL
 DS3800  ______________________________________________________________________
 DS3800* NAD 83(2011) POSITION- 40 00 42.46325(N) 074 13 01.15936(W)   ADJUSTED
 DS3800* NAD 83(2011) ELLIP HT-   -13.142 (meters)        (07/29/25)   ADJUSTED
 DS3800* NAD 83(2011) EPOCH   -  2010.00
 DS3800* NAVD 88 ORTHO HEIGHT -    19.79  (meters)       64.9   (feet) GPS OBS
 DS3800  ______________________________________________________________________
 DS3800  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 DS3800  NAD 83(2011) X  -  1,330,559.909 (meters)                     COMP
 DS3800  NAD 83(2011) Y  - -4,707,426.187 (meters)                     COMP
 DS3800  NAD 83(2011) Z  -  4,078,980.319 (meters)                     COMP
 DS3800  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DS3800
 DS3800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3800  Standards:
 DS3800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3800  -------------------------------------------------------------------
 DS3800  NETWORK    0.98   2.12           0.44   0.35   1.08     -0.16767676
 DS3800  -------------------------------------------------------------------
 DS3800  Click here for local accuracies and other accuracy information.
 DS3800
 DS3800.The horizontal coordinates were established by GPS observations
 DS3800.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3800
 DS3800.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3800.frame has been affixed to the stable North American tectonic plate 
 DS3800
 DS3800.The horizontal coordinates are valid at the epoch date displayed above
 DS3800.which is a decimal equivalence of Year/Month/Day.
 DS3800
 DS3800.The orthometric height was determined by GPS observations and a
 DS3800.high-resolution geoid model using precise GPS observation and
 DS3800.processing techniques.
 DS3800
 DS3800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3800.GEOID18 height accuracy estimate available here.
 DS3800
 DS3800.Click photographs - Photos may exist for this station.
 DS3800
 DS3800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3800
 DS3800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3800
 DS3800.The ellipsoidal height was determined by GPS observations
 DS3800.and is referenced to NAD 83.
 DS3800
 DS3800. The following values were computed from the NAD 83(2011) position.
 DS3800
 DS3800;                    North         East     Units Scale Factor Converg.
 DS3800;SPC NJ       -   130,862.336   174,160.868   MT  0.99990718   +0 10 55.1
 DS3800;SPC NJ       -   429,337.51    571,392.78   sFT  0.99990718   +0 10 55.1
 DS3800;UTM  18      - 4,429,359.986   566,826.472   MT  0.99965498   +0 30 12.4
 DS3800
 DS3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3800!SPC NJ       -   1.00000206  x   0.99990718  =   0.99990924
 DS3800!UTM  18      -   1.00000206  x   0.99965498  =   0.99965704
 DS3800
 DS3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6682629359(NAD 83)
 DS3800
 DS3800                          SUPERSEDED SURVEY CONTROL
 DS3800
 DS3800.No superseded survey control is available for this station.
 DS3800
 DS3800_MARKER: DD = SURVEY DISK
 DS3800_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3800_SP_SET: CURB
 DS3800_STAMPING: 15 V 12 2025
 DS3800_MARK LOGO: NJGS
 DS3800_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3800+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 DS3800
 DS3800  HISTORY     - Date     Condition        Report By
 DS3800  HISTORY     - 20250612 MONUMENTED       NJGS
 DS3800
 DS3800                          STATION DESCRIPTION
 DS3800
 DS3800'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3800'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF LAKEHURST, 4.1 MI
 DS3800'(6.6 KM) NORTH-NORTHWEST OF TOMS RIVER AND 1.5 MI (2.4 KM)
 DS3800'SOUTH-SOUTHEAST OF LAKEWOOD CORNER ESTATES, IN TOMS RIVER.
 DS3800'
 DS3800'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND RIDGEWAY AVENUE
 DS3800'(COUNTY ROUTE 571), GO 1.35 MI (2.17 KM) NORTH-NORTHWEST ON U.S.
 DS3800'HIGHWAY 9 TO THE STATION ON THE LEFT.  TO REACH FROM THE INTERSECTION
 DS3800'OF U.S. HIGHWAY 9 AND NEW JERSEY STATE HIGHWAY 70, GO 2.5 MI (4.0 KM)
 DS3800'SOUTH-SOUTHEAST ON U.S. HIGHWAY 9 TO THE STATION ON THE RIGHT.
 DS3800'
 DS3800'THE STATION IS SET IN A CURB, AT THE NORTH SIDE OF AN INLET CURB PIECE
 DS3800'ON THE WEST-SOUTHWEST SIDE OF U.S. HIGHWAY 9 IN FRONT OF A WAWA STORE,
 DS3800'187 FT (57.0 M) SOUTH OF THE CENTERLINE OF STEVENS ROAD, 27 FT (8.2 M)
 DS3800'WEST OF THE CENTERLINE OF U.S. HIGHWAY 9, 36 FT (11.0 M) EAST OF A
 DS3800'PARKING LOT LIGHT POLE, 57 T N OF THE CENTERLINE OF THE CONCRETE
 DS3800'ISLAND FOR THE EXIT-ENTRANCE DRIVEWAY TO THE STORE, 3.6 FT (1.1 M)
 DS3800'EAST OF THE EAST EDGE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6786 ***********************************************************************
 KV6786  DESIGNATION -  15 V 2
 KV6786  PID         -  KV6786
 KV6786  STATE/COUNTY-  NJ/OCEAN
 KV6786  COUNTRY     -  US
 KV6786  USGS QUAD   -  LAKEWOOD (2016)
 KV6786
 KV6786                         *CURRENT SURVEY CONTROL
 KV6786  ______________________________________________________________________
 KV6786* NAD 83(2011) POSITION- 40 01 59.97489(N) 074 08 20.10461(W)   ADJUSTED
 KV6786* NAD 83(2011) ELLIP HT-   -30.135 (meters)        (06/27/12)   ADJUSTED
 KV6786* NAD 83(2011) EPOCH   -  2010.00
 KV6786* NAVD 88 ORTHO HEIGHT -     2.9   (meters)       10.    (feet) GPS OBS
 KV6786  ______________________________________________________________________
 KV6786  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6786  GEOID HEIGHT    -        -33.250 (meters)                     GEOID93
 KV6786  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 KV6786  NAD 83(2011) X  -  1,336,549.229 (meters)                     COMP
 KV6786  NAD 83(2011) Y  - -4,704,117.398 (meters)                     COMP
 KV6786  NAD 83(2011) Z  -  4,080,800.160 (meters)                     COMP
 KV6786  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 KV6786
 KV6786  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6786  Standards:
 KV6786         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6786            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6786  -------------------------------------------------------------------
 KV6786  NETWORK    0.47   0.80           0.20   0.18   0.41      0.02358101
 KV6786  -------------------------------------------------------------------
 KV6786  Click here for local accuracies and other accuracy information.
 KV6786
 KV6786.The horizontal coordinates were established by GPS observations
 KV6786.and adjusted by the National Geodetic Survey in June 2012.
 KV6786
 KV6786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6786.been affixed to the stable North American tectonic plate. See 
 KV6786.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6786
 KV6786.The horizontal coordinates are valid at the epoch date displayed above
 KV6786.which is a decimal equivalence of Year/Month/Day.
 KV6786
 KV6786.The orthometric height was determined by GPS observations and a
 KV6786.high-resolution geoid model.
 KV6786
 KV6786.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6786.GEOID18 height accuracy estimate available here.
 KV6786
 KV6786.Click photographs - Photos may exist for this station.
 KV6786
 KV6786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6786
 KV6786.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6786
 KV6786.The ellipsoidal height was determined by GPS observations
 KV6786.and is referenced to NAD 83.
 KV6786
 KV6786. The following values were computed from the NAD 83(2011) position.
 KV6786
 KV6786;                    North         East     Units Scale Factor Converg.
 KV6786;SPC NJ       -   133,276.889   180,816.148   MT  0.99991169   +0 13 56.1
 KV6786;SPC NJ       -   437,259.26    593,227.65   sFT  0.99991169   +0 13 56.1
 KV6786;UTM  18      - 4,431,811.243   573,466.444   MT  0.99966644   +0 33 14.0
 KV6786
 KV6786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6786!SPC NJ       -   1.00000473  x   0.99991169  =   0.99991642
 KV6786!UTM  18      -   1.00000473  x   0.99966644  =   0.99967117
 KV6786
 KV6786:                Primary Azimuth Mark                     Grid Az
 KV6786:SPC NJ       -  15 U 2                                   048 33 10.1
 KV6786:UTM  18      -  15 U 2                                   048 13 52.2
 KV6786
 KV6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7346631811(NAD 83)
 KV6786
 KV6786|---------------------------------------------------------------------|
 KV6786| PID    Reference Object                     Distance      Geod. Az  |
 KV6786|                                                           dddmmss.s |
 KV6786| KV6785 15 U 2                              485.776 METERS 0484706.2 |
 KV6786|---------------------------------------------------------------------|
 KV6786
 KV6786                          SUPERSEDED SURVEY CONTROL
 KV6786
 KV6786  NAD 83(2007)-  40 01 59.97529(N)    074 08 20.10506(W) AD(2002.00) 0
 KV6786  ELLIP H (02/10/07)  -30.126  (m)                       GP(2002.00)    
 KV6786  ELLIP H (10/23/02)  -30.114  (m)                       GP(       ) 4 1
 KV6786  NAD 83(1996)-  40 01 59.97497(N)    074 08 20.10468(W) AD(       ) 1
 KV6786  ELLIP H (05/14/99)  -30.134  (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
 KV6786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6786.See file dsdata.pdf to determine how the superseded data were derived.
 KV6786
 KV6786_MARKER: DD = SURVEY DISK
 KV6786_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6786_STAMPING: 15 V 2 1991
 KV6786_MARK LOGO: USFWS
 KV6786_PROJECTION: RECESSED 8 CENTIMETERS
 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 - October 19, 2020
 KV6786_ROD/PIPE-DEPTH: 1 meters
 KV6786
 KV6786  HISTORY     - Date     Condition        Report By
 KV6786  HISTORY     - 1991     MONUMENTED       NJGS
 KV6786  HISTORY     - 19930426 GOOD             MCCRON
 KV6786  HISTORY     - 20090904 GOOD             INDIV
 KV6786  HISTORY     - 20201019 GOOD             NJGS
 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.
 KV6786
 KV6786                          STATION RECOVERY (2009)
 KV6786
 KV6786'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JIL)
 KV6786'RECOVERED IN GOOD CONDITION. TIE DISTANCES GIVEN IN THE DESCRIPTION
 KV6786'ARE ACCURATE, HOWEVER THE DISK IS LOCATED APPROX. 0.25' BELOW THE
 KV6786'SURFACE.
 KV6786
 KV6786                          STATION RECOVERY (2020)
 KV6786
 KV6786'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5268 ***********************************************************************
 DF5268  DESIGNATION -  15 V 3
 DF5268  PID         -  DF5268
 DF5268  STATE/COUNTY-  NJ/OCEAN
 DF5268  COUNTRY     -  US
 DF5268  USGS QUAD   -  LAKEWOOD (2016)
 DF5268
 DF5268                         *CURRENT SURVEY CONTROL
 DF5268  ______________________________________________________________________
 DF5268* NAD 83(2011) POSITION- 40 06 35.94186(N) 074 13 08.16537(W)   ADJUSTED
 DF5268* NAD 83(2011) ELLIP HT-   -16.131 (meters)        (06/27/12)   ADJUSTED
 DF5268* NAD 83(2011) EPOCH   -  2010.00
 DF5268* NAVD 88 ORTHO HEIGHT -    16.6   (meters)       54.    (feet) GPS OBS
 DF5268  ______________________________________________________________________
 DF5268  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5268  GEOID HEIGHT    -        -32.719 (meters)                     GEOID99
 DF5268  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 DF5268  NAD 83(2011) X  -  1,328,491.087 (meters)                     COMP
 DF5268  NAD 83(2011) Y  - -4,700,716.848 (meters)                     COMP
 DF5268  NAD 83(2011) Z  -  4,087,322.676 (meters)                     COMP
 DF5268  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 DF5268
 DF5268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5268  Standards:
 DF5268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5268  -------------------------------------------------------------------
 DF5268  NETWORK    0.98   1.53           0.44   0.35   0.78      0.02145321
 DF5268  -------------------------------------------------------------------
 DF5268  Click here for local accuracies and other accuracy information.
 DF5268
 DF5268.The horizontal coordinates were established by GPS observations
 DF5268.and adjusted by the National Geodetic Survey in June 2012.
 DF5268
 DF5268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5268.been affixed to the stable North American tectonic plate. See 
 DF5268.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5268
 DF5268.The horizontal coordinates are valid at the epoch date displayed above
 DF5268.which is a decimal equivalence of Year/Month/Day.
 DF5268
 DF5268.The orthometric height was determined by GPS observations and a
 DF5268.high-resolution geoid model.
 DF5268
 DF5268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5268.GEOID18 height accuracy estimate available here.
 DF5268
 DF5268.Click photographs - Photos may exist for this station.
 DF5268
 DF5268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5268
 DF5268.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5268
 DF5268.The ellipsoidal height was determined by GPS observations
 DF5268.and is referenced to NAD 83.
 DF5268
 DF5268. The following values were computed from the NAD 83(2011) position.
 DF5268
 DF5268;                    North         East     Units Scale Factor Converg.
 DF5268;SPC NJ       -   141,763.182   173,960.308   MT  0.99990706   +0 10 51.9
 DF5268;SPC NJ       -   465,101.37    570,734.78   sFT  0.99990706   +0 10 51.9
 DF5268;UTM  18      - 4,440,256.783   566,564.754   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6656440256(NAD 83)
 DF5268
 DF5268                          SUPERSEDED SURVEY CONTROL
 DF5268
 DF5268  NAD 83(2007)-  40 06 35.94235(N)    074 13 08.16583(W) AD(2002.00) 0
 DF5268  ELLIP H (02/10/07)  -16.124  (m)                       GP(2002.00)    
 DF5268  NAD 83(1996)-  40 06 35.94218(N)    074 13 08.16604(W) AD(       ) 1
 DF5268  ELLIP H (04/17/03)  -16.110  (m)                       GP(       ) 3 1
 DF5268
 DF5268.Superseded values are not recommended for survey control.
 DF5268
 DF5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5268.See file dsdata.pdf to determine how the superseded data were derived.
 DF5268
 DF5268_MARKER: DD = SURVEY DISK
 DF5268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF5268_SP_SET: BRIDGE ABUTMENT BACK WALL
 DF5268_STAMPING: 15 V 3 2000
 DF5268_MARK LOGO: NJGS
 DF5268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5268+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2019
 DF5268
 DF5268  HISTORY     - Date     Condition        Report By
 DF5268  HISTORY     - 2000     MONUMENTED       NJGS
 DF5268  HISTORY     - 20020202 GOOD             NJGS
 DF5268  HISTORY     - 20141024 GOOD             BOSWEL
 DF5268  HISTORY     - 20190731 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'
 DF5268
 DF5268                          STATION RECOVERY (2014)
 DF5268
 DF5268'RECOVERY NOTE BY BOSWELL ENGINEERING 2014 (AB)
 DF5268'RECOVERED IN GOOD CONDITION.
 DF5268
 DF5268                          STATION RECOVERY (2019)
 DF5268
 DF5268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DF5268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6005 ***********************************************************************
 DM6005  DESIGNATION -  15 V 4
 DM6005  PID         -  DM6005
 DM6005  STATE/COUNTY-  NJ/OCEAN
 DM6005  COUNTRY     -  US
 DM6005  USGS QUAD   -  TOMS RIVER (2019)
 DM6005
 DM6005                         *CURRENT SURVEY CONTROL
 DM6005  ______________________________________________________________________
 DM6005* NAD 83(1986) POSITION- 39 55 51.36   (N) 074 10 39.50   (W)   HD_HELD1
 DM6005* NAVD 88 ORTHO HEIGHT -    11.659 (meters)       38.25  (feet) ADJUSTED
 DM6005  ______________________________________________________________________
 DM6005  GEOID HEIGHT    -        -33.049 (meters)                     GEOID18
 DM6005  DYNAMIC HEIGHT  -         11.654 (meters)       38.23  (feet) COMP
 DM6005  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM6005
 DM6005  VERT ORDER      -  FIRST     CLASS II
 DM6005
 DM6005.The horizontal coordinates were determined by differentially corrected
 DM6005.hand held GPS observations or other comparable positioning techniques
 DM6005.and have an estimated accuracy of +/- 3 meters.
 DM6005
 DM6005.The orthometric height was determined by differential leveling and
 DM6005.adjusted by the NATIONAL GEODETIC SURVEY
 DM6005.in May 2011.
 DM6005
 DM6005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6005.GEOID18 height accuracy estimate available here.
 DM6005
 DM6005.Click photographs - Photos may exist for this station.
 DM6005
 DM6005.The dynamic height is computed by dividing the NAVD 88
 DM6005.geopotential number by the normal gravity value computed on the
 DM6005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6005.degrees latitude (g = 980.6199 gals.).
 DM6005
 DM6005.The modeled gravity was interpolated from observed gravity values.
 DM6005
 DM6005;                    North         East    Units  Estimated Accuracy
 DM6005;SPC NJ       -   121,896.2     177,552.6     MT  (+/- 3 meters HH1 GPS) 
 DM6005
 DM6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7026720415(NAD 83)
 DM6005
 DM6005                          SUPERSEDED SURVEY CONTROL
 DM6005
 DM6005.No superseded survey control is available for this station.
 DM6005
 DM6005_MARKER: DD = SURVEY DISK
 DM6005_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6005_SP_SET: MANHOLE RIM
 DM6005_STAMPING: 15 V 4 2007
 DM6005_MARK LOGO: NJGS
 DM6005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6005+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2016
 DM6005
 DM6005  HISTORY     - Date     Condition        Report By
 DM6005  HISTORY     - 20071024 MONUMENTED       NJGS
 DM6005  HISTORY     - 20160529 GOOD             GEOCAC
 DM6005
 DM6005                          STATION DESCRIPTION
 DM6005
 DM6005'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6005'THE STATION IS LOCATED IN BERKELEY TOWNSHIP, SET IN A DRILL HOLE IN
 DM6005'THE SOUTHEAST CORNER OF A CONCRETE TRAFFIC MANHOLE RIM ON THE
 DM6005'SOUTHWEST CORNER OF THE JUNCTION OF US HIGHWAY 9 AND GLADNEY AVENUE.
 DM6005'
 DM6005'THE STATION IS 5.0 FT (1.5 M) SOUTHEAST OF THE SOUTHEAST CURB EXTENDED
 DM6005'OF US HIGHWAY 9, 13.0 FT (4.0 M) NORTHWEST OF THE NORTHWEST CURB
 DM6005'EXTENDED OF GLADNEY AVENUE, 7.8 FT (2.4 M) NORTHWEST OF A TRAFFIC
 DM6005'SIGNAL, 54.7 FT (16.7 M) EAST-SOUTHEAST OF POLE NUMBER BT2082B, 57.3
 DM6005'FT (17.5 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE EAGLESPEED LUBE
 DM6005'SHOP (1 STORY BLOCK), 6.0 FT (1.8 M) SOUTHEAST OF A TRAFFIC SIGN (LEFT
 DM6005'LANE MUST TURN LEFT) WITH A WITNESS SIGN ATTACHED.
 DM6005
 DM6005                          STATION RECOVERY (2016)
 DM6005
 DM6005'RECOVERY NOTE BY GEOCACHING 2016 (DRB)
 DM6005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7944 ***********************************************************************
 DP7944  DESIGNATION -  15 V 5
 DP7944  PID         -  DP7944
 DP7944  STATE/COUNTY-  NJ/OCEAN
 DP7944  COUNTRY     -  US
 DP7944  USGS QUAD   -  POINT PLEASANT (2019)
 DP7944
 DP7944                         *CURRENT SURVEY CONTROL
 DP7944  ______________________________________________________________________
 DP7944* NAD 83(1986) POSITION- 40 04 12.78   (N) 074 02 37.85   (W)   HD_HELD1
 DP7944* NAVD 88 ORTHO HEIGHT -     2.145 (meters)        7.04  (feet) ADJUSTED
 DP7944  ______________________________________________________________________
 DP7944  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 DP7944  DYNAMIC HEIGHT  -          2.144 (meters)        7.03  (feet) COMP
 DP7944  MODELED GRAVITY -    980,157.9   (mgal)                       NAVD 88
 DP7944
 DP7944  VERT ORDER      -  FIRST     CLASS II
 DP7944
 DP7944.The horizontal coordinates were determined by differentially corrected
 DP7944.hand held GPS observations or other comparable positioning techniques
 DP7944.and have an estimated accuracy of +/- 3 meters.
 DP7944
 DP7944.The orthometric height was determined by differential leveling and
 DP7944.adjusted by the NATIONAL GEODETIC SURVEY
 DP7944.in September 2015.
 DP7944
 DP7944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7944.GEOID18 height accuracy estimate available here.
 DP7944
 DP7944.Click photographs - Photos may exist for this station.
 DP7944
 DP7944.The dynamic height is computed by dividing the NAVD 88
 DP7944.geopotential number by the normal gravity value computed on the
 DP7944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7944.degrees latitude (g = 980.6199 gals.).
 DP7944
 DP7944.The modeled gravity was interpolated from observed gravity values.
 DP7944
 DP7944;                    North         East    Units  Estimated Accuracy
 DP7944;SPC NJ       -   137,409.9     188,908.9     MT  (+/- 3 meters HH1 GPS) 
 DP7944
 DP7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8153335988(NAD 83)
 DP7944
 DP7944                          SUPERSEDED SURVEY CONTROL
 DP7944
 DP7944.No superseded survey control is available for this station.
 DP7944
 DP7944_MARKER: DD = SURVEY DISK
 DP7944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7944_SP_SET: ELECTRICAL BOX FOUNDATION
 DP7944_STAMPING: 15 V 5 2012
 DP7944_MARK LOGO: NJGS
 DP7944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7944+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7944
 DP7944  HISTORY     - Date     Condition        Report By
 DP7944  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7944  HISTORY     - 20160411 GOOD             NJGS
 DP7944
 DP7944                          STATION DESCRIPTION
 DP7944
 DP7944'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7944'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF
 DP7944'LAKEWOOD, 1.6 MI (2.6 KM) SOUTHEAST OF POINT PLEASANT AND 1.5 MI (2.4
 DP7944'KM) SOUTH OF POINT PLEASANT BEACH.
 DP7944'
 DP7944'THE STATION IS LOCATED IN THE BOROUGH OF BAY HEAD.
 DP7944'
 DP7944'THE STATION IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF MAIN
 DP7944'AVENUE (STATE HIGHWAY 35) AND BRIDGE AVENUE (COUNTY ROAD 632), SET
 DP7944'FLUSH IN A DRILL HOLE AT THE SOUTHWEST CORNER OF A NEW JERSEY
 DP7944'DEPARTMENT OF TRANSPORTATION RECTANGULAR CONCRETE ELECTRICAL UTILITY
 DP7944'BOX.
 DP7944'
 DP7944'THE STATION IS 24.0 FT (7.3 M) SOUTH FROM THE CENTERLINE OF BRIDGE
 DP7944'AVENUE, 15.9 FT (4.8 M) WEST FROM THE WEST CURB OF STATE HIGHWAY 35,
 DP7944'14.0 FT (4.3 M) NORTHWEST FROM A TRAFFIC SIGNAL POLE AND 24.0 FT (7.3
 DP7944'M) NORTH-NORTHEAST FROM THE NORTHEAST CORNER PORCH FOR THE BAYHEAD
 DP7944'CHAPEL.
 DP7944
 DP7944                          STATION RECOVERY (2016)
 DP7944
 DP7944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7944'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4001 ***********************************************************************
 DQ4001  DESIGNATION -  15 V 7
 DQ4001  PID         -  DQ4001
 DQ4001  STATE/COUNTY-  NJ/OCEAN
 DQ4001  COUNTRY     -  US
 DQ4001  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4001
 DQ4001                         *CURRENT SURVEY CONTROL
 DQ4001  ______________________________________________________________________
 DQ4001* NAD 83(1986) POSITION- 39 56 57.04   (N) 074 04 27.34   (W)   HD_HELD1
 DQ4001* NAVD 88 ORTHO HEIGHT -     1.573 (meters)        5.16  (feet) ADJUSTED
 DQ4001  ______________________________________________________________________
 DQ4001  GEOID HEIGHT    -        -33.095 (meters)                     GEOID18
 DQ4001  DYNAMIC HEIGHT  -          1.572 (meters)        5.16  (feet) COMP
 DQ4001  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 DQ4001
 DQ4001  VERT ORDER      -  FIRST     CLASS II
 DQ4001
 DQ4001.The horizontal coordinates were determined by differentially corrected
 DQ4001.hand held GPS observations or other comparable positioning techniques
 DQ4001.and have an estimated accuracy of +/- 3 meters.
 DQ4001
 DQ4001.The orthometric height was determined by differential leveling and
 DQ4001.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4001.in March 2017.
 DQ4001
 DQ4001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4001.GEOID18 height accuracy estimate available here.
 DQ4001
 DQ4001.Click photographs - Photos may exist for this station.
 DQ4001
 DQ4001.The dynamic height is computed by dividing the NAVD 88
 DQ4001.geopotential number by the normal gravity value computed on the
 DQ4001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4001.degrees latitude (g = 980.6199 gals.).
 DQ4001
 DQ4001.The modeled gravity was interpolated from observed gravity values.
 DQ4001
 DQ4001;                    North         East    Units  Estimated Accuracy
 DQ4001;SPC NJ       -   123,958.8     186,378.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4001
 DQ4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7907922526(NAD 83)
 DQ4001
 DQ4001                          SUPERSEDED SURVEY CONTROL
 DQ4001
 DQ4001.No superseded survey control is available for this station.
 DQ4001
 DQ4001_MARKER: DD = SURVEY DISK
 DQ4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4001_STAMPING: 15 V 7 2015
 DQ4001_MARK LOGO: NJDT
 DQ4001_PROJECTION: FLUSH
 DQ4001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4001+STABILITY: SURFACE MOTION
 DQ4001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4001+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4001
 DQ4001  HISTORY     - Date     Condition        Report By
 DQ4001  HISTORY     - UNK      MONUMENTED       NJDT
 DQ4001  HISTORY     - 20151110 GOOD             NJGS
 DQ4001
 DQ4001                          STATION DESCRIPTION
 DQ4001
 DQ4001'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4001'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH OF POINT PLEASANT,
 DQ4001'6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 1.6 MI (2.6 KM) NORTH OF
 DQ4001'SEASIDE PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER TOWNSHIP.
 DQ4001'
 DQ4001'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE JUNCTION OF
 DQ4001'CENTRAL AVENUE AND THE NORTHBOUND LANES OF NEW JERSEY STATE ROUTE 35
 DQ4001'LEADING INTO ORTLEY BEACH.
 DQ4001'
 DQ4001'THE STATION IS 20 WEST OF THE WEST CURB OF CENTRAL AVENUE, 20.7 FT
 DQ4001'(6.3 M) NORTH OF THE NORTH CURB OF NORTHBOUND LANES OF NEW JERSEY
 DQ4001'STATE ROUTE 35, 17.8 FT (5.4 M) NORTHWEST OF POLE NUMBER BT6504, 8 FT
 DQ4001'(2.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A TRAFFIC ELECTRICAL
 DQ4001'CABINET, 35 FT (10.7 M) EAST-NORTHEAST OF THE NORTH LEG TO A SIGN
 DQ4001'(ENTERING ORTLEY BEACH).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4020 ***********************************************************************
 DQ4020  DESIGNATION -  15 V 8
 DQ4020  PID         -  DQ4020
 DQ4020  STATE/COUNTY-  NJ/OCEAN
 DQ4020  COUNTRY     -  US
 DQ4020  USGS QUAD   -  POINT PLEASANT (2019)
 DQ4020
 DQ4020                         *CURRENT SURVEY CONTROL
 DQ4020  ______________________________________________________________________
 DQ4020* NAD 83(1986) POSITION- 40 01 38.43   (N) 074 03 13.18   (W)   HD_HELD1
 DQ4020* NAVD 88 ORTHO HEIGHT -     2.196 (meters)        7.20  (feet) ADJUSTED
 DQ4020  ______________________________________________________________________
 DQ4020  GEOID HEIGHT    -        -33.059 (meters)                     GEOID18
 DQ4020  DYNAMIC HEIGHT  -          2.195 (meters)        7.20  (feet) COMP
 DQ4020  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 DQ4020
 DQ4020  VERT ORDER      -  FIRST     CLASS II
 DQ4020
 DQ4020.The horizontal coordinates were determined by differentially corrected
 DQ4020.hand held GPS observations or other comparable positioning techniques
 DQ4020.and have an estimated accuracy of +/- 3 meters.
 DQ4020
 DQ4020.The orthometric height was determined by differential leveling and
 DQ4020.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4020.in March 2017.
 DQ4020
 DQ4020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4020.GEOID18 height accuracy estimate available here.
 DQ4020
 DQ4020.Click photographs - Photos may exist for this station.
 DQ4020
 DQ4020.The dynamic height is computed by dividing the NAVD 88
 DQ4020.geopotential number by the normal gravity value computed on the
 DQ4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4020.degrees latitude (g = 980.6199 gals.).
 DQ4020
 DQ4020.The modeled gravity was interpolated from observed gravity values.
 DQ4020
 DQ4020;                    North         East    Units  Estimated Accuracy
 DQ4020;SPC NJ       -   132,645.4     188,095.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4020
 DQ4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8074731220(NAD 83)
 DQ4020
 DQ4020                          SUPERSEDED SURVEY CONTROL
 DQ4020
 DQ4020.No superseded survey control is available for this station.
 DQ4020
 DQ4020_MARKER: DD = SURVEY DISK
 DQ4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4020_STAMPING: 15 V 8 2016
 DQ4020_MARK LOGO: NJDT
 DQ4020_PROJECTION: FLUSH
 DQ4020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4020+STABILITY: SURFACE MOTION
 DQ4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4020+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 DQ4020
 DQ4020  HISTORY     - Date     Condition        Report By
 DQ4020  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4020  HISTORY     - 20160602 GOOD             NJGS
 DQ4020
 DQ4020                          STATION DESCRIPTION
 DQ4020
 DQ4020'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4020'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH OF POINT PLEASANT
 DQ4020'BEACH, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF POINT PLEASANT AND 0.7 MI
 DQ4020'(1.1 KM) SOUTH OF MANTOLOKING, IN THE BOROUGH OF MANTOLOKING.
 DQ4020'
 DQ4020'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 35 AND
 DQ4020'HERBERT AVENUE (COUNTY ROUTE 528), GO 0.9 MI (1.4 KM) SOUTH ON NEW
 DQ4020'JERSEY STATE HIGHWAY 35 TO THE STATION ON THE RIGHT, ON THE WEST SIDE
 DQ4020'OF NEW JERSEY STATE HIGHWAY 35.
 DQ4020'
 DQ4020'IT IS 7 FT (2.1 M) WEST OF THE WEST CURB OF NEW JERSEY STATE HIGHWAY
 DQ4020'35, 27.5 FT (8.4 M) SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE
 DQ4020'NUMBER 1558, 38.5 FT (11.7 M) NORTH OF MONUMENT 15 W 8, 21 FT (6.4 M)
 DQ4020'NORTH OF POLE NUMBER BT77MG, 49 FT (14.9 M) SOUTH OF A FIRE HYDRANT,
 DQ4020'11 FT (3.4 M) SOUTH OF THE CENTER OF A NJDOT FIBER OPTIC MANHOLE.
 DQ4020'
 DQ4020'NOTE-  THE STATION IS LOCATED UNDER TREES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6480 ***********************************************************************
 DR6480  DESIGNATION -  15 V 9
 DR6480  PID         -  DR6480
 DR6480  STATE/COUNTY-  NJ/OCEAN
 DR6480  COUNTRY     -  US
 DR6480  USGS QUAD   -  BEACH HAVEN (2019)
 DR6480
 DR6480                         *CURRENT SURVEY CONTROL
 DR6480  ______________________________________________________________________
 DR6480* NAD 83(1986) POSITION- 39 35 41.80   (N) 074 13 01.89   (W)   HD_HELD1
 DR6480* NAVD 88 ORTHO HEIGHT -     1.022 (meters)        3.35  (feet) ADJUSTED
 DR6480  ______________________________________________________________________
 DR6480  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 DR6480  DYNAMIC HEIGHT  -          1.022 (meters)        3.35  (feet) COMP
 DR6480  MODELED GRAVITY -    980,142.1   (mgal)                       NAVD 88
 DR6480
 DR6480  VERT ORDER      -  FIRST     CLASS II
 DR6480
 DR6480.The horizontal coordinates were determined by differentially corrected
 DR6480.hand held GPS observations or other comparable positioning techniques
 DR6480.and have an estimated accuracy of +/- 3 meters.
 DR6480
 DR6480.The orthometric height was determined by differential leveling and
 DR6480.adjusted by the NATIONAL GEODETIC SURVEY
 DR6480.in February 2021.
 DR6480
 DR6480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6480.GEOID18 height accuracy estimate available here.
 DR6480
 DR6480.Click photographs - Photos may exist for this station.
 DR6480
 DR6480.The dynamic height is computed by dividing the NAVD 88
 DR6480.geopotential number by the normal gravity value computed on the
 DR6480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6480.degrees latitude (g = 980.6199 gals.).
 DR6480
 DR6480.The modeled gravity was interpolated from observed gravity values.
 DR6480
 DR6480;                    North         East    Units  Estimated Accuracy
 DR6480;SPC NJ       -    84,583.5     174,289.8     MT  (+/- 3 meters HH1 GPS) 
 DR6480
 DR6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6721383094(NAD 83)
 DR6480
 DR6480                          SUPERSEDED SURVEY CONTROL
 DR6480
 DR6480.No superseded survey control is available for this station.
 DR6480
 DR6480_MARKER: DD = SURVEY DISK
 DR6480_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6480_SP_SET: ELECTRICAL JUNCTION BOX
 DR6480_STAMPING: 15 V 9 2020
 DR6480_MARK LOGO: NJGS
 DR6480_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6480+STABILITY: SURFACE MOTION
 DR6480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6480+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2020
 DR6480
 DR6480  HISTORY     - Date     Condition        Report By
 DR6480  HISTORY     - 20200916 MONUMENTED       NJGS
 DR6480
 DR6480                          STATION DESCRIPTION
 DR6480
 DR6480'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6480'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP ABOUT 5.6 MI (9.0 KM)
 DR6480'EAST-SOUTHEAST OF WEST CREEK, 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF SHIP
 DR6480'BOTTOM AND 2.8 MI (4.5 KM) NORTH-NORTHEAST OF BEACH HAVEN, IN LONG
 DR6480'BEACH TOWNSHIP.
 DR6480'
 DR6480'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6480'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO SOUTH ON LONG BEACH
 DR6480'BOULEVARD FOR 4.3 MI (6.9 KM) TO STATION IS ON THE RIGHT, SET ON THE
 DR6480'SOUTHEAST CORNER OF AN ELECTRICAL JUNCTION BOX ON THE NORTHWEST CORNER
 DR6480'OF LONG BEACH BOULEVARD AND WEST KENTUCKY AVENUE (113TH STREET).
 DR6480'
 DR6480'IT IS 9.2 FT (2.8 M) EAST OF THE TRAFFIC SIGNAL MAST, 7.4 FT (2.3 M)
 DR6480'WEST OF POLE NUMBER 86082 37946 T366LB, 7.2 FT (2.2 M) WEST-NORTHWEST
 DR6480'OF THE WEST CURB OF LONG BEACH BOULEVARD, 28.5 FT (8.7 M)
 DR6480'NORTH-NORTHEAST OF THE CENTERLINE OF WEST KENTUCKY AVENUE AND 5.6 FT
 DR6480'(1.7 M) EAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING
 DR6480'THE HAVEN BEACH CLUB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6309 ***********************************************************************
 KV6309  DESIGNATION -  15 W 1
 KV6309  PID         -  KV6309
 KV6309  STATE/COUNTY-  NJ/OCEAN
 KV6309  COUNTRY     -  US
 KV6309  USGS QUAD   -  ADELPHIA (2019)
 KV6309
 KV6309                         *CURRENT SURVEY CONTROL
 KV6309  ______________________________________________________________________
 KV6309* NAD 83(1986) POSITION- 40 09 19.77   (N) 074 22 23.91   (W)   HD_HELD1
 KV6309* NAVD 88 ORTHO HEIGHT -    45.947 (meters)      150.74  (feet) ADJUSTED
 KV6309  ______________________________________________________________________
 KV6309  GEOID HEIGHT    -        -32.415 (meters)                     GEOID18
 KV6309  DYNAMIC HEIGHT  -         45.927 (meters)      150.68  (feet) COMP
 KV6309  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 KV6309
 KV6309  VERT ORDER      -  FIRST     CLASS II
 KV6309
 KV6309.The horizontal coordinates were determined by differentially corrected
 KV6309.hand held GPS observations or other comparable positioning techniques
 KV6309.and have an estimated accuracy of +/- 3 meters.
 KV6309
 KV6309.The orthometric height was determined by differential leveling and
 KV6309.adjusted by the NATIONAL GEODETIC SURVEY
 KV6309.in June 1991.
 KV6309
 KV6309.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6309.GEOID18 height accuracy estimate available here.
 KV6309
 KV6309.Click photographs - Photos may exist for this station.
 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       -   146,785.6     160,793.0     MT  (+/- 3 meters HH1 GPS) 
 KV6309
 KV6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5337245203(NAD 83)
 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
 KV6309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6309.See file dsdata.pdf to determine how the superseded data were derived.
 KV6309
 KV6309_MARKER: DD = SURVEY DISK
 KV6309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6309_STAMPING: 15 W 1 1989
 KV6309_MARK LOGO: NJGS
 KV6309_PROJECTION: RECESSED 9 CENTIMETERS
 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 - March 01, 2018
 KV6309
 KV6309  HISTORY     - Date     Condition        Report By
 KV6309  HISTORY     - 1989     MONUMENTED       NJGS
 KV6309  HISTORY     - 20180301 GOOD             AAAS
 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.
 KV6309
 KV6309                          STATION RECOVERY (2018)
 KV6309
 KV6309'RECOVERY NOTE BY ARORA AND ASSOCIATES 2018 (FAC)
 KV6309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6492 ***********************************************************************
 DR6492  DESIGNATION -  15 W 10
 DR6492  PID         -  DR6492
 DR6492  STATE/COUNTY-  NJ/OCEAN
 DR6492  COUNTRY     -  US
 DR6492  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6492
 DR6492                         *CURRENT SURVEY CONTROL
 DR6492  ______________________________________________________________________
 DR6492* NAD 83(1986) POSITION- 39 41 50.83   (N) 074 08 22.02   (W)   HD_HELD1
 DR6492* NAVD 88 ORTHO HEIGHT -     1.178 (meters)        3.86  (feet) ADJUSTED
 DR6492  ______________________________________________________________________
 DR6492  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 DR6492  DYNAMIC HEIGHT  -          1.177 (meters)        3.86  (feet) COMP
 DR6492  MODELED GRAVITY -    980,156.5   (mgal)                       NAVD 88
 DR6492
 DR6492  VERT ORDER      -  FIRST     CLASS II
 DR6492
 DR6492.The horizontal coordinates were determined by differentially corrected
 DR6492.hand held GPS observations or other comparable positioning techniques
 DR6492.and have an estimated accuracy of +/- 3 meters.
 DR6492
 DR6492.The orthometric height was determined by differential leveling and
 DR6492.adjusted by the NATIONAL GEODETIC SURVEY
 DR6492.in February 2021.
 DR6492
 DR6492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6492.GEOID18 height accuracy estimate available here.
 DR6492
 DR6492.Click photographs - Photos may exist for this station.
 DR6492
 DR6492.The dynamic height is computed by dividing the NAVD 88
 DR6492.geopotential number by the normal gravity value computed on the
 DR6492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6492.degrees latitude (g = 980.6199 gals.).
 DR6492
 DR6492.The modeled gravity was interpolated from observed gravity values.
 DR6492
 DR6492;                    North         East    Units  Estimated Accuracy
 DR6492;SPC NJ       -    95,987.6     180,921.2     MT  (+/- 3 meters HH1 GPS) 
 DR6492
 DR6492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7377994532(NAD 83)
 DR6492
 DR6492                          SUPERSEDED SURVEY CONTROL
 DR6492
 DR6492.No superseded survey control is available for this station.
 DR6492
 DR6492_MARKER: DD = SURVEY DISK
 DR6492_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6492_SP_SET: BASE
 DR6492_STAMPING: 15 W 10 2019
 DR6492_MARK LOGO: NJGS
 DR6492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6492+STABILITY: SURFACE MOTION
 DR6492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6492+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 DR6492
 DR6492  HISTORY     - Date     Condition        Report By
 DR6492  HISTORY     - 20191002 MONUMENTED       NJGS
 DR6492
 DR6492                          STATION DESCRIPTION
 DR6492
 DR6492'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6492'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-NORTHEAST OF WEST
 DR6492'CREEK, 4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT AND 4.0 MI
 DR6492'(6.4 KM) NORTH-NORTHEAST OF SHIP BOTTOM, IN HARVEY CEDARS.
 DR6492'
 DR6492'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6492'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 3.8 MI
 DR6492'(6.1 KM) NORTH ON LONG BEACH BOULEVARD TO THE JUNCTION WITH CAMDEN
 DR6492'AVENUE AND THE STATION ON THE LEFT, SET IN A DRILL HOLE ON THE
 DR6492'SOUTHEAST SIDE OF A 2 FT (0.6 M) BY 3.5 FT (1.1 M) CONCRETE BASE ON
 DR6492'THE SOUTHWEST CORNER OF LONG BEACH BOULEVARD AND CAMDEN AVENUE.
 DR6492'
 DR6492'IT IS 38.5 FT (11.7 M) SOUTHWEST OF THE CENTERLINE OF CAMDEN AVENUE,
 DR6492'4.5 FT (1.4 M) SOUTHWEST OF THE TRAFFIC SIGNAL MAST, 35 FT (10.7 M)
 DR6492'NORTHWEST OF THE CENTERLINE OF LONG BEACH BOULEVARD, 7.3 FT (2.2 M)
 DR6492'NORTHWEST OF THE CURB AND 14 FT (4.3 M) NORTHEAST OF THE SOUTHEAST
 DR6492'CORNER OF A 2-STORY BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6513 ***********************************************************************
 DR6513  DESIGNATION -  15 W 11
 DR6513  PID         -  DR6513
 DR6513  STATE/COUNTY-  NJ/OCEAN
 DR6513  COUNTRY     -  US
 DR6513  USGS QUAD   -  LONG BEACH NE (2019)
 DR6513
 DR6513                         *CURRENT SURVEY CONTROL
 DR6513  ______________________________________________________________________
 DR6513* NAD 83(1986) POSITION- 39 44 35.73   (N) 074 06 53.83   (W)   HD_HELD1
 DR6513* NAVD 88 ORTHO HEIGHT -     1.580 (meters)        5.18  (feet) ADJUSTED
 DR6513  ______________________________________________________________________
 DR6513  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 DR6513  DYNAMIC HEIGHT  -          1.579 (meters)        5.18  (feet) COMP
 DR6513  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 DR6513
 DR6513  VERT ORDER      -  FIRST     CLASS II
 DR6513
 DR6513.The horizontal coordinates were determined by differentially corrected
 DR6513.hand held GPS observations or other comparable positioning techniques
 DR6513.and have an estimated accuracy of +/- 3 meters.
 DR6513
 DR6513.The orthometric height was determined by differential leveling and
 DR6513.adjusted by the NATIONAL GEODETIC SURVEY
 DR6513.in February 2021.
 DR6513
 DR6513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6513.GEOID18 height accuracy estimate available here.
 DR6513
 DR6513.Click photographs - Photos may exist for this station.
 DR6513
 DR6513.The dynamic height is computed by dividing the NAVD 88
 DR6513.geopotential number by the normal gravity value computed on the
 DR6513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6513.degrees latitude (g = 980.6199 gals.).
 DR6513
 DR6513.The modeled gravity was interpolated from observed gravity values.
 DR6513
 DR6513;                    North         East    Units  Estimated Accuracy
 DR6513;SPC NJ       -   101,081.6     183,000.2     MT  (+/- 3 meters HH1 GPS) 
 DR6513
 DR6513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7583099636(NAD 83)
 DR6513
 DR6513                          SUPERSEDED SURVEY CONTROL
 DR6513
 DR6513.No superseded survey control is available for this station.
 DR6513
 DR6513_MARKER: DD = SURVEY DISK
 DR6513_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6513_SP_SET: CURB
 DR6513_STAMPING: 15 W 11 2020
 DR6513_MARK LOGO: USACE
 DR6513_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6513+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6513
 DR6513  HISTORY     - Date     Condition        Report By
 DR6513  HISTORY     - 20200422 MONUMENTED       USACE
 DR6513  HISTORY     - 20200825 GOOD             NJGS
 DR6513
 DR6513                          STATION DESCRIPTION
 DR6513
 DR6513'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6513'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF FORKED
 DR6513'RIVER, 7.8 MI (12.6 KM) NORTH-NORTHEAST OF SHIP BOTTOM, IN BARNEGAT
 DR6513'LIGHT.
 DR6513'
 DR6513'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6513'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 7.2 MI
 DR6513'(11.6 KM) NORTH ON LONG BEACH BOULEVARD (CENTRAL AVENUE) TO THE
 DR6513'JUNCTION WITH 26TH STREET AND THE STATION, SET IN A DRILL HOLE IN THE
 DR6513'CURB PIECE, IN FRONT OF HOUSE NUMBER 2602, ON THE SOUTHEAST CORNER OF
 DR6513'LONG BEACH BOULEVARD AND 26TH STREET.
 DR6513'
 DR6513'THE STATION IS 37.2 FT (11.3 M) SOUTHEAST OF THE CENTERLINE OF CENTRAL
 DR6513'AVENUE, 12.6 FT (3.8 M) NORTHEAST OF POLE NUMBER P8328, 26 FT (7.9 M)
 DR6513'SOUTHWEST OF THE CENTERLINE OF 26TH STREET, 10 FT (3.0 M) NORTHEAST OF
 DR6513'AN INLET AND 61.3 FT (18.7 M) NORTHWEST OF POLE NUMBER BT28 T7314.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF5252 ***********************************************************************
 DF5252  DESIGNATION -  15 W 2
 DF5252  PID         -  DF5252
 DF5252  STATE/COUNTY-  NJ/OCEAN
 DF5252  COUNTRY     -  US
 DF5252  USGS QUAD   -  ADELPHIA (2019)
 DF5252
 DF5252                         *CURRENT SURVEY CONTROL
 DF5252  ______________________________________________________________________
 DF5252* NAD 83(2011) POSITION- 40 10 08.61085(N) 074 20 59.40174(W)   ADJUSTED
 DF5252* NAD 83(2011) ELLIP HT-     6.392 (meters)        (06/27/12)   ADJUSTED
 DF5252* NAD 83(2011) EPOCH   -  2010.00
 DF5252* NAVD 88 ORTHO HEIGHT -    38.8   (meters)      127.    (feet) GPS OBS
 DF5252  ______________________________________________________________________
 DF5252  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5252  GEOID HEIGHT    -        -32.403 (meters)                     GEOID99
 DF5252  GEOID HEIGHT    -        -32.409 (meters)                     GEOID18
 DF5252  NAD 83(2011) X  -  1,316,612.214 (meters)                     COMP
 DF5252  NAD 83(2011) Y  - -4,699,684.436 (meters)                     COMP
 DF5252  NAD 83(2011) Z  -  4,092,351.776 (meters)                     COMP
 DF5252  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 DF5252
 DF5252  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5252  Standards:
 DF5252         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5252            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5252  -------------------------------------------------------------------
 DF5252  NETWORK    0.61   1.06           0.27   0.22   0.54      0.10754733
 DF5252  -------------------------------------------------------------------
 DF5252  Click here for local accuracies and other accuracy information.
 DF5252
 DF5252.The horizontal coordinates were established by GPS observations
 DF5252.and adjusted by the National Geodetic Survey in June 2012.
 DF5252
 DF5252.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5252.been affixed to the stable North American tectonic plate. See 
 DF5252.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5252
 DF5252.The horizontal coordinates are valid at the epoch date displayed above
 DF5252.which is a decimal equivalence of Year/Month/Day.
 DF5252
 DF5252.The orthometric height was determined by GPS observations and a
 DF5252.high-resolution geoid model.
 DF5252
 DF5252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5252.GEOID18 height accuracy estimate available here.
 DF5252
 DF5252.Click photographs - Photos may exist for this station.
 DF5252
 DF5252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5252
 DF5252.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5252
 DF5252.The ellipsoidal height was determined by GPS observations
 DF5252.and is referenced to NAD 83.
 DF5252
 DF5252. The following values were computed from the NAD 83(2011) position.
 DF5252
 DF5252;                    North         East     Units Scale Factor Converg.
 DF5252;SPC NJ       -   148,294.973   162,790.313   MT  0.99990201   +0 05 48.7
 DF5252;SPC NJ       -   486,531.09    534,087.89   sFT  0.99990201   +0 05 48.7
 DF5252;UTM  18      - 4,446,723.958   555,361.085   MT  0.99963773   +0 25 09.8
 DF5252
 DF5252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5252!SPC NJ       -   0.99999900  x   0.99990201  =   0.99990101
 DF5252!UTM  18      -   0.99999900  x   0.99963773  =   0.99963673
 DF5252
 DF5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5536146723(NAD 83)
 DF5252
 DF5252                          SUPERSEDED SURVEY CONTROL
 DF5252
 DF5252  NAD 83(2007)-  40 10 08.61159(N)    074 20 59.40214(W) AD(2002.00) 0
 DF5252  ELLIP H (02/10/07)    6.397  (m)                       GP(2002.00)    
 DF5252  NAD 83(1996)-  40 10 08.61145(N)    074 20 59.40256(W) AD(       ) 1
 DF5252  ELLIP H (04/17/03)    6.413  (m)                       GP(       ) 3 1
 DF5252
 DF5252.Superseded values are not recommended for survey control.
 DF5252
 DF5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5252.See file dsdata.pdf to determine how the superseded data were derived.
 DF5252
 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 - December 02, 2022
 DF5252
 DF5252  HISTORY     - Date     Condition        Report By
 DF5252  HISTORY     - 1991     MONUMENTED       NJGS
 DF5252  HISTORY     - 20020202 GOOD             NJGS
 DF5252  HISTORY     - 20050623 GOOD             INDIV
 DF5252  HISTORY     - 20080103 GOOD             INDIV
 DF5252  HISTORY     - 20200501 GOOD             INDIV
 DF5252  HISTORY     - 20221202 GOOD             NJGS
 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, OCEAN COUNTY ROAD 527, AND DIAMOND ROAD, JUST SOUTH
 DF5252'OF THE OCEAN COUNTY LINE.
 DF5252'
 DF5252'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 527 AND
 DF5252'INTERSTATE HIGHWAY 195 EXIT 21, GO 0.95 MI NORTH ON COUNTY ROAD 527 TO
 DF5252'THE STATION ON THE LEFT, SET IN A GRASS AREA IN A TRIANGULAR TRAFFIC
 DF5252'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 ISLAND, 16.2 M WEST FROM THE CENTERLINE OF COUNTY
 DF5252'ROAD 527, 17.5 M SOUTH SOUTHWEST FROM THE CONCRETE NOSE AT THE NORTH
 DF5252'POINT OF THE ISLAND, 3.8 M NORTH FROM THE SOUTH CURB OF THE ISLAND,
 DF5252'12.5 M NORTH FROM THE CENTERLINE OF DIAMOND ROAD, 30.8 M NORTH
 DF5252'NORTHWEST FROM WOOD UTILITY POLE NUMBER JC 2807, AND 24.9 M EAST FROM
 DF5252'THE CONCRETE NOSE AT THE WEST POINT OF THE ISLAND.  IT IS SET FLUSH
 DF5252'WITH THE GROUND.
 DF5252
 DF5252                          STATION RECOVERY (2005)
 DF5252
 DF5252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SDC)
 DF5252'RECOVERED IN GOOD CONDITION.
 DF5252
 DF5252                          STATION RECOVERY (2008)
 DF5252
 DF5252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CAF)
 DF5252'RECOVERED IN GOOD CONDITION.
 DF5252
 DF5252                          STATION RECOVERY (2020)
 DF5252
 DF5252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (MN)
 DF5252'RECOVERED IN GOOD CONDITION.
 DF5252
 DF5252                          STATION RECOVERY (2022)
 DF5252
 DF5252'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DF5252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5212 ***********************************************************************
 DM5212  DESIGNATION -  15 W 3
 DM5212  PID         -  DM5212
 DM5212  STATE/COUNTY-  NJ/OCEAN
 DM5212  COUNTRY     -  US
 DM5212  USGS QUAD   -  BEACH HAVEN (2019)
 DM5212
 DM5212                         *CURRENT SURVEY CONTROL
 DM5212  ______________________________________________________________________
 DM5212* NAD 83(1986) POSITION- 39 33 35.44   (N) 074 14 44.45   (W)   HD_HELD1
 DM5212* NAVD 88 ORTHO HEIGHT -     1.207 (meters)        3.96  (feet) ADJUSTED
 DM5212  ______________________________________________________________________
 DM5212  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 DM5212  DYNAMIC HEIGHT  -          1.207 (meters)        3.96  (feet) COMP
 DM5212  MODELED GRAVITY -    980,135.6   (mgal)                       NAVD 88
 DM5212
 DM5212  VERT ORDER      -  FIRST     CLASS I
 DM5212
 DM5212.The horizontal coordinates were determined by differentially corrected
 DM5212.hand held GPS observations or other comparable positioning techniques
 DM5212.and have an estimated accuracy of +/- 3 meters.
 DM5212
 DM5212.The orthometric height was determined by differential leveling and
 DM5212.adjusted by the NATIONAL GEODETIC SURVEY
 DM5212.in May 2011.
 DM5212
 DM5212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5212.GEOID18 height accuracy estimate available here.
 DM5212
 DM5212.Click photographs - Photos may exist for this station.
 DM5212
 DM5212.The dynamic height is computed by dividing the NAVD 88
 DM5212.geopotential number by the normal gravity value computed on the
 DM5212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5212.degrees latitude (g = 980.6199 gals.).
 DM5212
 DM5212.The modeled gravity was interpolated from observed gravity values.
 DM5212
 DM5212;                    North         East    Units  Estimated Accuracy
 DM5212;SPC NJ       -    80,679.5     171,853.9     MT  (+/- 3 meters HH1 GPS) 
 DM5212
 DM5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6480079177(NAD 83)
 DM5212
 DM5212                          SUPERSEDED SURVEY CONTROL
 DM5212
 DM5212.No superseded survey control is available for this station.
 DM5212
 DM5212_MARKER: DD = SURVEY DISK
 DM5212_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM5212+WITH SETTING: PAVEMENT
 DM5212_SP_SET: FLAG POLE FOUNDATION
 DM5212_STAMPING: 15 W 3 2006
 DM5212_MARK LOGO: NJGS
 DM5212_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5212+STABILITY: SURFACE MOTION
 DM5212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5212+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2020
 DM5212
 DM5212  HISTORY     - Date     Condition        Report By
 DM5212  HISTORY     - 20060801 MONUMENTED       NJGS
 DM5212  HISTORY     - 20200616 GOOD             NJGS
 DM5212
 DM5212                          STATION DESCRIPTION
 DM5212
 DM5212'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5212'THE STATION IS LOCATED IN BEACH HAVEN BOROUGH, SET IN THE SOUTHWEST
 DM5212'CORNER OF THE CONCRETE BASE OF A FLAG POLE FOR THE LITTLE EGG HARBOR
 DM5212'YACHT CLUB AT THE NORTHWEST END OF BERKELEY AVENUE ON THE BAY.  THE
 DM5212'STATION IS ABOUT 0.3 MI (0.5 KM) SOUTH-SOUTHWEST OF THE BEACH HAVEN
 DM5212'WATER TANK AND MUNICIPAL COMPLEX.
 DM5212'
 DM5212'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 72
 DM5212'EASTBOUND (WEST NINTH STREET) AND LONG BEACH BOULEVARD IN SHIP BOTTOM,
 DM5212'GO ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST ON LONG BEACH BOULEVARD TO
 DM5212'THE JUNCTION WITH BERKELEY AVENUE.  TURN RIGHT AND GO 0.15 MI (0.2 KM)
 DM5212'WEST-NORTHWEST ON BERKELEY AVENUE TO THE STATION AHEAD.
 DM5212'
 DM5212'THE STATION IS 15.7 FT (4.8 M) EAST-NORTHEAST OF THE SOUTH CUB OF
 DM5212'BERKLEY AVENUE, 19.5 FT (5.9 M) SOUTH-SOUTHWEST OF THE NORTH CURB OF
 DM5212'BERKELEY AVENUE, 3.0 FT (0.9 M) SOUTHWEST OF THE FLAG POLE MAST, 140.0
 DM5212'FT (42.7 M) WEST OF THE CENTERLINE EXTENDED OF WEST AVENUE.
 DM5212
 DM5212                          STATION RECOVERY (2020)
 DM5212
 DM5212'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DM5212'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5976 ***********************************************************************
 DM5976  TIDAL BM    -  This is a Tidal Bench Mark.
 DM5976  DESIGNATION -  15 W 33
 DM5976  PID         -  DM5976
 DM5976  STATE/COUNTY-  NJ/OCEAN
 DM5976  COUNTRY     -  US
 DM5976  USGS QUAD   -  TOMS RIVER (2019)
 DM5976
 DM5976                         *CURRENT SURVEY CONTROL
 DM5976  ______________________________________________________________________
 DM5976* NAD 83(1986) POSITION- 39 57 09.61   (N) 074 11 44.62   (W)   HD_HELD1
 DM5976* NAVD 88 ORTHO HEIGHT -     9.120 (meters)       29.92  (feet) ADJUSTED
 DM5976  ______________________________________________________________________
 DM5976  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 DM5976  DYNAMIC HEIGHT  -          9.115 (meters)       29.90  (feet) COMP
 DM5976  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM5976
 DM5976  VERT ORDER      -  FIRST     CLASS II
 DM5976
 DM5976.The horizontal coordinates were determined by differentially corrected
 DM5976.hand held GPS observations or other comparable positioning techniques
 DM5976.and have an estimated accuracy of +/- 3 meters.
 DM5976
 DM5976.The orthometric height was determined by differential leveling and
 DM5976.adjusted by the NATIONAL GEODETIC SURVEY
 DM5976.in May 2011.
 DM5976
 DM5976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5976.GEOID18 height accuracy estimate available here.
 DM5976
 DM5976.This Tidal Bench Mark is designated as VM 21342
 DM5976.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM5976
 DM5976.Click photographs - Photos may exist for this station.
 DM5976
 DM5976.The dynamic height is computed by dividing the NAVD 88
 DM5976.geopotential number by the normal gravity value computed on the
 DM5976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5976.degrees latitude (g = 980.6199 gals.).
 DM5976
 DM5976.The modeled gravity was interpolated from observed gravity values.
 DM5976
 DM5976;                    North         East    Units  Estimated Accuracy
 DM5976;SPC NJ       -   124,304.0     175,998.3     MT  (+/- 3 meters HH1 GPS) 
 DM5976
 DM5976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6870022813(NAD 83)
 DM5976
 DM5976                          SUPERSEDED SURVEY CONTROL
 DM5976
 DM5976.No superseded survey control is available for this station.
 DM5976
 DM5976_MARKER: DD = SURVEY DISK
 DM5976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM5976_SP_SET: WATER TABLE LEDGE
 DM5976_STAMPING: 15 W 33 2006
 DM5976_MARK LOGO: NJGS
 DM5976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5976+STABILITY: SURFACE MOTION
 DM5976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5976+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2010
 DM5976
 DM5976  HISTORY     - Date     Condition        Report By
 DM5976  HISTORY     - 20060711 MONUMENTED       NJGS
 DM5976  HISTORY     - 20100409 GOOD             NJGS
 DM5976
 DM5976                          STATION DESCRIPTION
 DM5976
 DM5976'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5976'THE STATION IS LOCATED IN TOMS RIVER, SET IN A DRILL HOLE IN THE
 DM5976'NORTHEAST CORNER OF THE CONCRETE RIM FOR A WATER TABLE GRATE VENT ON
 DM5976'THE EAST SIDE OF THE HISTORICAL FRONT ENTRANCE TO THE OCEAN COUNTY
 DM5976'LIBRARY ON WASHINGTON STREET.  THE STATION IS ACROSS WASHINGTON STREET
 DM5976'FROM THE THE SOUTHWEST END OF THE OCEAN COUNTY COURT HOUSE.
 DM5976'
 DM5976'THE STATION IS 18.5 M (60.7 FT) SOUTH OF THE SOUTH CURB OF WASHINGTON
 DM5976'STREET, 24.0 M (78.7 FT) EAST OF THE CENTERLINE EXTENDED OF COURT
 DM5976'HOUSE LANE, 18.0 M (59.1 FT) SOUTHEAST OF A UTILITY POLE, 35.0 M
 DM5976'(114.8 FT) SOUTHWEST OF POLE NUMBER 45169, 6.0 M (19.7 FT) SOUTH OF
 DM5976'THE N FACE OF THE OLD LIBRARY ENTRANCE, 1.5 M (4.9 FT) EAST OF THE
 DM5976'EAST WALL OF THE HISTORICAL PART OF THE LIBRARY.  THE STATION IS 0.5
 DM5976'FT (0.2 M) ABOVE THE GROUND.
 DM5976
 DM5976                          STATION RECOVERY (2010)
 DM5976
 DM5976'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM5976'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6006 ***********************************************************************
 DM6006  DESIGNATION -  15 W 4
 DM6006  PID         -  DM6006
 DM6006  STATE/COUNTY-  NJ/OCEAN
 DM6006  COUNTRY     -  US
 DM6006  USGS QUAD   -  TOMS RIVER (2019)
 DM6006
 DM6006                         *CURRENT SURVEY CONTROL
 DM6006  ______________________________________________________________________
 DM6006* NAD 83(1986) POSITION- 39 55 16.     (N) 074 09 48.     (W)   SCALED
 DM6006* NAVD 88 ORTHO HEIGHT -    11.411 (meters)       37.44  (feet) ADJUSTED
 DM6006  ______________________________________________________________________
 DM6006  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 DM6006  DYNAMIC HEIGHT  -         11.405 (meters)       37.42  (feet) COMP
 DM6006  MODELED GRAVITY -    980,161.5   (mgal)                       NAVD 88
 DM6006
 DM6006  VERT ORDER      -  FIRST     CLASS II
 DM6006
 DM6006.The horizontal coordinates were scaled from a map and have
 DM6006.an estimated accuracy of +/- 6 seconds.
 DM6006
 DM6006.The orthometric height was determined by differential leveling and
 DM6006.adjusted by the NATIONAL GEODETIC SURVEY
 DM6006.in May 2011.
 DM6006
 DM6006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6006.GEOID18 height accuracy estimate available here.
 DM6006
 DM6006.Click photographs - Photos may exist for this station.
 DM6006
 DM6006.The dynamic height is computed by dividing the NAVD 88
 DM6006.geopotential number by the normal gravity value computed on the
 DM6006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6006.degrees latitude (g = 980.6199 gals.).
 DM6006
 DM6006.The modeled gravity was interpolated from observed gravity values.
 DM6006
 DM6006;                    North         East    Units  Estimated Accuracy
 DM6006;SPC NJ       -   120,810.      178,780.      MT  (+/- 180 meters Scaled)
 DM6006
 DM6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK715193(NAD 83)
 DM6006
 DM6006                          SUPERSEDED SURVEY CONTROL
 DM6006
 DM6006.No superseded survey control is available for this station.
 DM6006
 DM6006_MARKER: DD = SURVEY DISK
 DM6006_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6006_SP_SET: LIGHT POLE BASE
 DM6006_STAMPING: 15 W 4 2007
 DM6006_MARK LOGO: NJGS
 DM6006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6006+STABILITY: SURFACE MOTION
 DM6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6006+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 DM6006
 DM6006  HISTORY     - Date     Condition        Report By
 DM6006  HISTORY     - 20071024 MONUMENTED       NJGS
 DM6006  HISTORY     - 20160529 GOOD             GEOCAC
 DM6006
 DM6006                          STATION DESCRIPTION
 DM6006
 DM6006'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6006'THE STATION IS LOCATED IN BERKELEY TOWNSHIP, SET IN A DRILL HOLE IN
 DM6006'THE SOUTH SIDE OF A CONCRETE BASE FOR A PARKING LOT LIGHT FOR THE AUTO
 DM6006'ZONE STORE AT THE SOUTHEAST CORNER OF US HIGHWAY 9 AND A ROAD LEADING
 DM6006'TO THE SAINT BARNABAS ROMAN CATHOLIC CHURCH.  THE LIGHT IS AT THE
 DM6006'NORTHWEST CORNER OF THE PARKING LOT IN FRONT OF THE STORE.
 DM6006'
 DM6006'THE STATION IS 36.7 FT (11.2 M) SOUTHEAST OF THE SOUTHEAST CURB OF US
 DM6006'HIGHWAY 9, 36.5 FT (11.1 M) SOUTHWEST OF POLE NUMBER BT2038B, 55.8 FT
 DM6006'(17.0 M) SOUTHEAST OF POLE NUMBER BT2039B, 58.0 FT (17.7 M) SOUTHEAST
 DM6006'OF THE AUTO ZONE SIGN, 118.0 FT (36.0 M) SOUTHEAST OF THE CENTERLINE
 DM6006'OF THE ROAD TO THE CHURCH, 70.2 FT (21.4 M) NORTHEAST OF THE NORTHWEST
 DM6006'CORNER OF THE BUILDING.
 DM6006'
 DM6006'THE STATION IS ABOUT 3 FT (0.9 M) ABOVE THE GROUND.
 DM6006
 DM6006                          STATION RECOVERY (2016)
 DM6006
 DM6006'RECOVERY NOTE BY GEOCACHING 2016 (DRB)
 DM6006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7945 ***********************************************************************
 DP7945  DESIGNATION -  15 W 5
 DP7945  PID         -  DP7945
 DP7945  STATE/COUNTY-  NJ/OCEAN
 DP7945  COUNTRY     -  US
 DP7945  USGS QUAD   -  POINT PLEASANT (2019)
 DP7945
 DP7945                         *CURRENT SURVEY CONTROL
 DP7945  ______________________________________________________________________
 DP7945* NAD 83(1986) POSITION- 40 04 13.70   (N) 074 02 44.77   (W)   HD_HELD1
 DP7945* NAVD 88 ORTHO HEIGHT -     1.174 (meters)        3.85  (feet) ADJUSTED
 DP7945  ______________________________________________________________________
 DP7945  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 DP7945  DYNAMIC HEIGHT  -          1.173 (meters)        3.85  (feet) COMP
 DP7945  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 DP7945
 DP7945  VERT ORDER      -  FIRST     CLASS II
 DP7945
 DP7945.The horizontal coordinates were determined by differentially corrected
 DP7945.hand held GPS observations or other comparable positioning techniques
 DP7945.and have an estimated accuracy of +/- 3 meters.
 DP7945
 DP7945.The orthometric height was determined by differential leveling and
 DP7945.adjusted by the NATIONAL GEODETIC SURVEY
 DP7945.in March 2017.
 DP7945
 DP7945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7945.GEOID18 height accuracy estimate available here.
 DP7945
 DP7945.Click photographs - Photos may exist for this station.
 DP7945
 DP7945.The dynamic height is computed by dividing the NAVD 88
 DP7945.geopotential number by the normal gravity value computed on the
 DP7945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7945.degrees latitude (g = 980.6199 gals.).
 DP7945
 DP7945.The modeled gravity was interpolated from observed gravity values.
 DP7945
 DP7945;                    North         East    Units  Estimated Accuracy
 DP7945;SPC NJ       -   137,437.4     188,744.8     MT  (+/- 3 meters HH1 GPS) 
 DP7945
 DP7945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8136936015(NAD 83)
 DP7945
 DP7945                          SUPERSEDED SURVEY CONTROL
 DP7945
 DP7945  NAVD 88 (09/24/15)    1.170  (m)            3.84   (f) SUPERSEDED  1 2
 DP7945
 DP7945.Superseded values are not recommended for survey control.
 DP7945
 DP7945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7945.See file dsdata.pdf to determine how the superseded data were derived.
 DP7945
 DP7945_MARKER: DD = SURVEY DISK
 DP7945_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP7945_SP_SET: BRIDGE ABUTMENT
 DP7945_STAMPING: 15 W 5 2012
 DP7945_MARK LOGO: NJGS
 DP7945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7945+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2018
 DP7945
 DP7945  HISTORY     - Date     Condition        Report By
 DP7945  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7945  HISTORY     - 20160411 GOOD             NJGS
 DP7945  HISTORY     - 20170608 GOOD             AAAS
 DP7945  HISTORY     - 20180604 GOOD             NJGS
 DP7945
 DP7945                          STATION DESCRIPTION
 DP7945
 DP7945'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7945'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-SOUTHEAST OF
 DP7945'LAKEWOOD, 1.5 MI (2.4 KM) SOUTHEAST OF POINT PLEASANT AND 1.4 MI (2.3
 DP7945'KM) SOUTH OF POINT PLEASANT BEACH.
 DP7945'
 DP7945'THE STATION IS LOCATED IN THE BOROUGH OF BAY HEAD ON THE SOUTH SIDE OF
 DP7945'BRIDGE AVENUE (COUNTY ROAD 632).
 DP7945'
 DP7945'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AVENUE (STATE
 DP7945'HIGHWAY 35) AND BRIDGE AVENUE (COUNTY ROAD 632), GO WEST ON BRIDGE
 DP7945'AVENUE FOR ABOUT 195 FT (59.4 M) TO THE BRIDGE CARRYING BRIDGE AVENUE
 DP7945'(COUNTY ROAD 632) OVER SCOW DITCH EAST (STRUCTURE NO. 02001) TO THE
 DP7945'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE
 DP7945'SOUTHWEST CORNER ABUTMENT AND LEVEL WITH THE BRIDGE SIDEWALK.
 DP7945'
 DP7945'THE STATION IS 33.0 FT (10.1 M) SOUTH FROM THE CENTERLINE OF BRIDGE
 DP7945'AVENUE, 7.2 FT (2.2 M) EAST FROM THE WEST END OF THE SOUTH BALUSTRADE
 DP7945'POST, 20.2 FT (6.2 M) WEST FROM THE CENTER OF THE BRIDGE, 34.0 FT
 DP7945'(10.4 M) EAST-NORTHEAST FROM A FLAGPOLE IN FRONT OF THE BAYHEAD FIRE
 DP7945'COMPANY NO. 1 HEADQUARTERS BUILDING AND 1.0 FT (0.3 M) NORTH FROM THE
 DP7945'NORTH FACE OF THE SOUTH CONCRETE BALUSTRADE WITH NAME AND DATE PANEL
 DP7945'ATTACHED.
 DP7945
 DP7945                          STATION RECOVERY (2016)
 DP7945
 DP7945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7945'RECOVERED AS DESCRIBED.
 DP7945
 DP7945                          STATION RECOVERY (2017)
 DP7945
 DP7945'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DP7945'RECOVERED IN GOOD CONDITION.
 DP7945
 DP7945                          STATION RECOVERY (2018)
 DP7945
 DP7945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP7945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP8005 ***********************************************************************
 DP8005  DESIGNATION -  15 W 6
 DP8005  PID         -  DP8005
 DP8005  STATE/COUNTY-  NJ/OCEAN
 DP8005  COUNTRY     -  US
 DP8005  USGS QUAD   -  SEASIDE PARK (2019)
 DP8005
 DP8005                         *CURRENT SURVEY CONTROL
 DP8005  ______________________________________________________________________
 DP8005* NAD 83(1986) POSITION- 39 56 06.26   (N) 074 04 35.99   (W)   HD_HELD1
 DP8005* NAVD 88 ORTHO HEIGHT -     1.329 (meters)        4.36  (feet) ADJUSTED
 DP8005  ______________________________________________________________________
 DP8005  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 DP8005  DYNAMIC HEIGHT  -          1.329 (meters)        4.36  (feet) COMP
 DP8005  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 DP8005
 DP8005  VERT ORDER      -  FIRST     CLASS II
 DP8005
 DP8005.The horizontal coordinates were determined by differentially corrected
 DP8005.hand held GPS observations or other comparable positioning techniques
 DP8005.and have an estimated accuracy of +/- 3 meters.
 DP8005
 DP8005.The orthometric height was determined by differential leveling and
 DP8005.adjusted by the NATIONAL GEODETIC SURVEY
 DP8005.in September 2015.
 DP8005
 DP8005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8005.GEOID18 height accuracy estimate available here.
 DP8005
 DP8005.Click photographs - Photos may exist for this station.
 DP8005
 DP8005.The dynamic height is computed by dividing the NAVD 88
 DP8005.geopotential number by the normal gravity value computed on the
 DP8005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8005.degrees latitude (g = 980.6199 gals.).
 DP8005
 DP8005.The modeled gravity was interpolated from observed gravity values.
 DP8005
 DP8005;                    North         East    Units  Estimated Accuracy
 DP8005;SPC NJ       -   122,391.7     186,181.0     MT  (+/- 3 meters HH1 GPS) 
 DP8005
 DP8005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7889020958(NAD 83)
 DP8005
 DP8005                          SUPERSEDED SURVEY CONTROL
 DP8005
 DP8005.No superseded survey control is available for this station.
 DP8005
 DP8005_STAMPING: 15 W 6 2012
 DP8005_MARK LOGO: NJDT
 DP8005_PROJECTION: FLUSH
 DP8005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8005+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2012
 DP8005
 DP8005  HISTORY     - Date     Condition        Report By
 DP8005  HISTORY     - UNK      MONUMENTED       NJDT
 DP8005  HISTORY     - 20121018 GOOD             NJGS
 DP8005  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP8005
 DP8005                          STATION DESCRIPTION
 DP8005
 DP8005'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP8005'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHEAST OF FORKED
 DP8005'RIVER, 6.6 MI (10.6 KM) EAST OF TOMS RIVER.    THE STATION IS LOCATED
 DP8005'IN THE BOROUGH OF SEASIDE PARK, ON THE WEST SIDE OF THE SOUTHBOUND
 DP8005'LANES OF NEW JERSEY STATE ROUTE 35, AT THE SPLIT WITH A ACCESS RAMP
 DP8005'LEADING TO THE NORTHBOUND LANES OF ROUTE TOWARD SEASIDE HEIGHTS.
 DP8005'
 DP8005'THE STATION IS IN FRONT OF HOUSE NUMBER 1617 5.2 FT (1.6 M) WEST OF
 DP8005'THE WEST CURB OF SOUTHBOUND ROUTE 25, 1.8 FT (0.5 M) EAST OF THE EAST
 DP8005'EDGE OF THE SIDEWALK, 9.3 FT (2.8 M) NORTH OF POLE NUMBER BT695SSP,
 DP8005'14.4 FT (4.4 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE MASONRY
 DP8005'RETAINING WALL IN FRONT OF HOUSE 1617, 190 FT (57.9 M) NORTH OF THE
 DP8005'CENTERLINE OF LAFAYETTE AVENUE.
 DP8005'
 DP8005'THE STATION IS BASELINE MONUMENT, A PUNCHED BRASS PLUG SET IN A 4 INCH
 DP8005'(10 CM) CONCRETE POST PROJECTING 4 INCHES (10 CM).
 DP8005
 DP8005                          STATION RECOVERY (2015)
 DP8005
 DP8005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP8005'THE STRUCTURE, MONUMENT, INTO WHICH THE STATION WAS SET HAS BEEN
 DP8005'REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4005 ***********************************************************************
 DQ4005  DESIGNATION -  15 W 7
 DQ4005  PID         -  DQ4005
 DQ4005  STATE/COUNTY-  NJ/OCEAN
 DQ4005  COUNTRY     -  US
 DQ4005  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4005
 DQ4005                         *CURRENT SURVEY CONTROL
 DQ4005  ______________________________________________________________________
 DQ4005* NAD 83(1986) POSITION- 39 56 08.88   (N) 074 04 34.55   (W)   HD_HELD1
 DQ4005* NAVD 88 ORTHO HEIGHT -     1.593 (meters)        5.23  (feet) ADJUSTED
 DQ4005  ______________________________________________________________________
 DQ4005  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 DQ4005  DYNAMIC HEIGHT  -          1.592 (meters)        5.22  (feet) COMP
 DQ4005  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 DQ4005
 DQ4005  VERT ORDER      -  FIRST     CLASS II
 DQ4005
 DQ4005.The horizontal coordinates were determined by differentially corrected
 DQ4005.hand held GPS observations or other comparable positioning techniques
 DQ4005.and have an estimated accuracy of +/- 3 meters.
 DQ4005
 DQ4005.The orthometric height was determined by differential leveling and
 DQ4005.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4005.in March 2017.
 DQ4005
 DQ4005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4005.GEOID18 height accuracy estimate available here.
 DQ4005
 DQ4005.Click photographs - Photos may exist for this station.
 DQ4005
 DQ4005.The dynamic height is computed by dividing the NAVD 88
 DQ4005.geopotential number by the normal gravity value computed on the
 DQ4005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4005.degrees latitude (g = 980.6199 gals.).
 DQ4005
 DQ4005.The modeled gravity was interpolated from observed gravity values.
 DQ4005
 DQ4005;                    North         East    Units  Estimated Accuracy
 DQ4005;SPC NJ       -   122,472.7     186,214.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4005
 DQ4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7892421040(NAD 83)
 DQ4005
 DQ4005                          SUPERSEDED SURVEY CONTROL
 DQ4005
 DQ4005.No superseded survey control is available for this station.
 DQ4005
 DQ4005_MARKER: DD = SURVEY DISK
 DQ4005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4005_STAMPING: 15 W 7 2015
 DQ4005_MARK LOGO: NJDT
 DQ4005_PROJECTION: FLUSH
 DQ4005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4005+STABILITY: SURFACE MOTION
 DQ4005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4005+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4005
 DQ4005  HISTORY     - Date     Condition        Report By
 DQ4005  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4005  HISTORY     - 20151110 GOOD             NJGS
 DQ4005
 DQ4005                          STATION DESCRIPTION
 DQ4005
 DQ4005'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4005'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF FORKED
 DQ4005'RIVER, 6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 0.6 MI (1.0 KM) NORTH
 DQ4005'OF SEASIDE PARK, IN THE BOROUGH OF SEASIDE PARK.
 DQ4005'
 DQ4005'THE STATION IS SET IN A GRASS TRAFFIC ISLAND BETWEEN NEW JERSEY STATE
 DQ4005'ROUTE 35 NORTHBOUND AND NORTHWEST CENTRAL AVENUE (LOCAL ROAD)
 DQ4005'CUL-DE-SAC, ABOUT 46 FT (14.0 M) SOUTH OF THE CENTERLINE EXTENDED OF
 DQ4005'STOCKTON AVENUE.
 DQ4005'
 DQ4005'THE STATION IS 11.4 FT (3.5 M) WEST OF THE WEST CURB OF NORTHBOUND NEW
 DQ4005'JERSEY STATE ROUTE 35, 21.3 FT (6.5 M) EAST OF THE EAST CURB FOR A
 DQ4005'PARKING AREA FOR NORTHWEST CENTRAL AVENUE, 19 FT (5.8 M)
 DQ4005'SOUTH-SOUTHWEST OF THE WEST LEG FOR A SIGN (35-37 TO BRIDGE TOMS
 DQ4005'RIVER), 32 FT (9.8 M) SOUTH-SOUTHWEST OF THE CENTER OF AN INLET CURB
 DQ4005'PIECE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4021 ***********************************************************************
 DQ4021  DESIGNATION -  15 W 8
 DQ4021  PID         -  DQ4021
 DQ4021  STATE/COUNTY-  NJ/OCEAN
 DQ4021  COUNTRY     -  US
 DQ4021  USGS QUAD   -  POINT PLEASANT (2019)
 DQ4021
 DQ4021                         *CURRENT SURVEY CONTROL
 DQ4021  ______________________________________________________________________
 DQ4021* NAD 83(1986) POSITION- 40 01 38.04   (N) 074 03 13.31   (W)   HD_HELD1
 DQ4021* NAVD 88 ORTHO HEIGHT -     2.078 (meters)        6.82  (feet) ADJUSTED
 DQ4021  ______________________________________________________________________
 DQ4021  GEOID HEIGHT    -        -33.059 (meters)                     GEOID18
 DQ4021  DYNAMIC HEIGHT  -          2.077 (meters)        6.81  (feet) COMP
 DQ4021  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 DQ4021
 DQ4021  VERT ORDER      -  FIRST     CLASS II
 DQ4021
 DQ4021.The horizontal coordinates were determined by differentially corrected
 DQ4021.hand held GPS observations or other comparable positioning techniques
 DQ4021.and have an estimated accuracy of +/- 3 meters.
 DQ4021
 DQ4021.The orthometric height was determined by differential leveling and
 DQ4021.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4021.in March 2017.
 DQ4021
 DQ4021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4021.GEOID18 height accuracy estimate available here.
 DQ4021
 DQ4021.Click photographs - Photos may exist for this station.
 DQ4021
 DQ4021.The dynamic height is computed by dividing the NAVD 88
 DQ4021.geopotential number by the normal gravity value computed on the
 DQ4021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4021.degrees latitude (g = 980.6199 gals.).
 DQ4021
 DQ4021.The modeled gravity was interpolated from observed gravity values.
 DQ4021
 DQ4021;                    North         East    Units  Estimated Accuracy
 DQ4021;SPC NJ       -   132,633.4     188,092.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4021
 DQ4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8074431208(NAD 83)
 DQ4021
 DQ4021                          SUPERSEDED SURVEY CONTROL
 DQ4021
 DQ4021.No superseded survey control is available for this station.
 DQ4021
 DQ4021_MARKER: DD = SURVEY DISK
 DQ4021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4021_STAMPING: 15 W 8 2016
 DQ4021_MARK LOGO: NJDT
 DQ4021_PROJECTION: FLUSH
 DQ4021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4021+STABILITY: SURFACE MOTION
 DQ4021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4021+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 DQ4021
 DQ4021  HISTORY     - Date     Condition        Report By
 DQ4021  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4021  HISTORY     - 20160602 GOOD             NJGS
 DQ4021
 DQ4021                          STATION DESCRIPTION
 DQ4021
 DQ4021'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4021'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH OF POINT PLEASANT
 DQ4021'BEACH, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF POINT PLEASANT AND 0.7 MI
 DQ4021'(1.1 KM) SOUTH OF MANTOLOKING, IN THE BOROUGH OF MANTOLOKING.
 DQ4021'
 DQ4021'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 35 AND
 DQ4021'HERBERT AVENUE (COUNTY ROUTE 528), GO 0.9 MI (1.4 KM) SOUTH ON NEW
 DQ4021'JERSEY STATE HIGHWAY 35 TO THE STATION ON THE RIGHT, ON THE WEST SIDE
 DQ4021'OF NEW JERSEY STATE HIGHWAY 35.
 DQ4021'
 DQ4021'IT IS 38.5 FT (11.7 M) SOUTH OF MONUMENT 15 V 8, 17.5 FT (5.3 M) SOUTH
 DQ4021'OF POLE NUMBER BT77MG, 6.5 FT (2.0 M) WEST OF THE WEST CURB OF NEW
 DQ4021'JERSEY STATE HIGHWAY 35, 36.3 FT (11.1 M) NORTH OF A TRAFFIC WARNING
 DQ4021'LIGHT, 44.8 FT (13.7 M) NORTH OF POLE NUMBER JC3MG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6477 ***********************************************************************
 DR6477  DESIGNATION -  15 W 9
 DR6477  PID         -  DR6477
 DR6477  STATE/COUNTY-  NJ/OCEAN
 DR6477  COUNTRY     -  US
 DR6477  USGS QUAD   -  BEACH HAVEN (2019)
 DR6477
 DR6477                         *CURRENT SURVEY CONTROL
 DR6477  ______________________________________________________________________
 DR6477* NAD 83(1986) POSITION- 39 36 37.08   (N) 074 12 19.37   (W)   HD_HELD1
 DR6477* NAVD 88 ORTHO HEIGHT -     1.003 (meters)        3.29  (feet) ADJUSTED
 DR6477  ______________________________________________________________________
 DR6477  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 DR6477  DYNAMIC HEIGHT  -          1.003 (meters)        3.29  (feet) COMP
 DR6477  MODELED GRAVITY -    980,144.8   (mgal)                       NAVD 88
 DR6477
 DR6477  VERT ORDER      -  FIRST     CLASS II
 DR6477
 DR6477.The horizontal coordinates were determined by differentially corrected
 DR6477.hand held GPS observations or other comparable positioning techniques
 DR6477.and have an estimated accuracy of +/- 3 meters.
 DR6477
 DR6477.The orthometric height was determined by differential leveling and
 DR6477.adjusted by the NATIONAL GEODETIC SURVEY
 DR6477.in February 2021.
 DR6477
 DR6477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6477.GEOID18 height accuracy estimate available here.
 DR6477
 DR6477.Click photographs - Photos may exist for this station.
 DR6477
 DR6477.The dynamic height is computed by dividing the NAVD 88
 DR6477.geopotential number by the normal gravity value computed on the
 DR6477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6477.degrees latitude (g = 980.6199 gals.).
 DR6477
 DR6477.The modeled gravity was interpolated from observed gravity values.
 DR6477
 DR6477;                    North         East    Units  Estimated Accuracy
 DR6477;SPC NJ       -    86,291.5     175,298.6     MT  (+/- 3 meters HH1 GPS) 
 DR6477
 DR6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6821284807(NAD 83)
 DR6477
 DR6477                          SUPERSEDED SURVEY CONTROL
 DR6477
 DR6477.No superseded survey control is available for this station.
 DR6477
 DR6477_MARKER: DD = SURVEY DISK
 DR6477_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6477_SP_SET: ACCESS CHAMBER
 DR6477_STAMPING: 15 W 9 2019
 DR6477_MARK LOGO: NJGS
 DR6477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6477+STABILITY: SURFACE MOTION
 DR6477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6477+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2019
 DR6477
 DR6477  HISTORY     - Date     Condition        Report By
 DR6477  HISTORY     - 20190308 MONUMENTED       NJGS
 DR6477
 DR6477                          STATION DESCRIPTION
 DR6477
 DR6477'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6477'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP ABOUT 5.7 MI (9.2 KM)
 DR6477'EAST-SOUTHEAST OF WEST CREEK, 4.1 MI (6.6 KM) NORTH-NORTHEAST OF BEACH
 DR6477'HAVEN AND 2.6 MI (4.2 KM) SOUTH-SOUTHWEST OF SHIP BOTTOM, IN LONG
 DR6477'BEACH TOWNSHIP.
 DR6477'
 DR6477'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6477'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO SOUTH ON LONG BEACH
 DR6477'BOULEVARD FOR 3.1 MI (5.0 KM) TO THE STATION ON THE RIGHT, IN FRONT OF
 DR6477'THE TOWNSHIP OF LONG BEACH MUNICIPAL GARAGE, DEPARTMENT OF PUBLIC
 DR6477'WORKS, SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A 7 FT (2.1 M)
 DR6477'BY 9 FT (2.7 M) CONCRETE CHAMBER WITH A METAL ACCESS DOOR AND FIRE
 DR6477'HYDRANT.
 DR6477'
 DR6477'IT IS 120.3 FT (36.7 M) NORTH-NORTHEAST OF THE CENTERLINE OF WEST
 DR6477'MASSACHUSETTS AVENUE, 59.1 FT (18.0 M) SOUTH-SOUTHWEST OF UTILITY POLE
 DR6477'T3808, 36.0 FT (11.0 M) NORTH OF UTILITY POLE P38315, 34.3 FT (10.5 M)
 DR6477'SOUTH-SOUTHWEST OF THE CENTERLINE OF EXIT DRIVEWAY OF COMPLEX, 11 FT
 DR6477'(3.4 M) WEST-NORTHWEST OF WEST CURB OF LONG BEACH BOULEVARD, 7.2 FT
 DR6477'(2.2 M) NORTHEAST OF FIRE HYDRANT AND ABOUT 1.5 FT (0.5 M) HIGHER THAN
 DR6477'THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6310 ***********************************************************************
 KV6310  DESIGNATION -  15 X 1
 KV6310  PID         -  KV6310
 KV6310  STATE/COUNTY-  NJ/OCEAN
 KV6310  COUNTRY     -  US
 KV6310  USGS QUAD   -  ROOSEVELT (2019)
 KV6310
 KV6310                         *CURRENT SURVEY CONTROL
 KV6310  ______________________________________________________________________
 KV6310* NAD 83(1986) POSITION- 40 09 26.87   (N) 074 22 43.77   (W)   HD_HELD1
 KV6310* NAVD 88 ORTHO HEIGHT -    43.054 (meters)      141.25  (feet) ADJUSTED
 KV6310  ______________________________________________________________________
 KV6310  GEOID HEIGHT    -        -32.410 (meters)                     GEOID18
 KV6310  DYNAMIC HEIGHT  -         43.036 (meters)      141.19  (feet) COMP
 KV6310  MODELED GRAVITY -    980,205.9   (mgal)                       NAVD 88
 KV6310
 KV6310  VERT ORDER      -  FIRST     CLASS II
 KV6310
 KV6310.The horizontal coordinates were determined by differentially corrected
 KV6310.hand held GPS observations or other comparable positioning techniques
 KV6310.and have an estimated accuracy of +/- 3 meters.
 KV6310
 KV6310.The orthometric height was determined by differential leveling and
 KV6310.adjusted by the NATIONAL GEODETIC SURVEY
 KV6310.in June 1991.
 KV6310
 KV6310.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6310.GEOID18 height accuracy estimate available here.
 KV6310
 KV6310.Click photographs - Photos may exist for this station.
 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       -   147,003.9     160,322.8     MT  (+/- 3 meters HH1 GPS) 
 KV6310
 KV6310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5290145419(NAD 83)
 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
 KV6310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6310.See file dsdata.pdf to determine how the superseded data were derived.
 KV6310
 KV6310_MARKER: Z = SEE DESCRIPTION
 KV6310_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV6310_STAMPING: 15 X 1
 KV6310_MARK LOGO: NJGS
 KV6310_PROJECTION: FLUSH
 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 - March 01, 2018
 KV6310
 KV6310  HISTORY     - Date     Condition        Report By
 KV6310  HISTORY     - UNK      MONUMENTED       NJDT
 KV6310  HISTORY     - 19890623 GOOD             NJGS
 KV6310  HISTORY     - 20180301 GOOD             AAAS
 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.
 KV6310
 KV6310                          STATION RECOVERY (2018)
 KV6310
 KV6310'RECOVERY NOTE BY ARORA AND ASSOCIATES 2018 (FAC)
 KV6310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6493 ***********************************************************************
 DR6493  DESIGNATION -  15 X 10
 DR6493  PID         -  DR6493
 DR6493  STATE/COUNTY-  NJ/OCEAN
 DR6493  COUNTRY     -  US
 DR6493  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6493
 DR6493                         *CURRENT SURVEY CONTROL
 DR6493  ______________________________________________________________________
 DR6493* NAD 83(1986) POSITION- 39 42 40.45   (N) 074 07 54.33   (W)   HD_HELD1
 DR6493* NAVD 88 ORTHO HEIGHT -     1.581 (meters)        5.19  (feet) ADJUSTED
 DR6493  ______________________________________________________________________
 DR6493  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 DR6493  DYNAMIC HEIGHT  -          1.580 (meters)        5.18  (feet) COMP
 DR6493  MODELED GRAVITY -    980,157.9   (mgal)                       NAVD 88
 DR6493
 DR6493  VERT ORDER      -  FIRST     CLASS II
 DR6493
 DR6493.The horizontal coordinates were determined by differentially corrected
 DR6493.hand held GPS observations or other comparable positioning techniques
 DR6493.and have an estimated accuracy of +/- 3 meters.
 DR6493
 DR6493.The orthometric height was determined by differential leveling and
 DR6493.adjusted by the NATIONAL GEODETIC SURVEY
 DR6493.in February 2021.
 DR6493
 DR6493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6493.GEOID18 height accuracy estimate available here.
 DR6493
 DR6493.Click photographs - Photos may exist for this station.
 DR6493
 DR6493.The dynamic height is computed by dividing the NAVD 88
 DR6493.geopotential number by the normal gravity value computed on the
 DR6493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6493.degrees latitude (g = 980.6199 gals.).
 DR6493
 DR6493.The modeled gravity was interpolated from observed gravity values.
 DR6493
 DR6493;                    North         East    Units  Estimated Accuracy
 DR6493;SPC NJ       -    97,520.5     181,574.5     MT  (+/- 3 meters HH1 GPS) 
 DR6493
 DR6493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7442496068(NAD 83)
 DR6493
 DR6493                          SUPERSEDED SURVEY CONTROL
 DR6493
 DR6493.No superseded survey control is available for this station.
 DR6493
 DR6493_MARKER: DD = SURVEY DISK
 DR6493_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6493_SP_SET: ELECTRICAL JUNCTION BOX
 DR6493_STAMPING: 15 X 10 2019
 DR6493_MARK LOGO: NJGS
 DR6493_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6493+STABILITY: SURFACE MOTION
 DR6493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6493+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 DR6493
 DR6493  HISTORY     - Date     Condition        Report By
 DR6493  HISTORY     - 20191002 MONUMENTED       NJGS
 DR6493
 DR6493                          STATION DESCRIPTION
 DR6493
 DR6493'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6493'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF FORKED
 DR6493'RIVER, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 3.5 MI (5.6
 DR6493'KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN HARVEY CEDARS.
 DR6493'
 DR6493'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6493'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 4.8 MI
 DR6493'(7.7 KM) NORTH ON LONG BEACH BOULEVARD TO THE JUNCTION WITH EAST 86TH
 DR6493'STREET AND THE STATION ON THE RIGHT, SET IN A DRILL HOLE IN THE CORNER
 DR6493'OF A ELECTRICAL JUNCTION BOX ON THE SOUTHEAST CORNER OF THE JUNCTION
 DR6493'OF EAST 86TH STREET AND LONG BEACH BOULEVARD.
 DR6493'
 DR6493'IT IS 4.75 FT (1.4 M) SOUTHEAST OF THE CURB, 24.5 FT (7.5 M) SOUTHEAST
 DR6493'OF THE CENTERLINE OF LONG BEACH BOULEVARD, 35.5 FT (10.8 M)
 DR6493'SOUTH-SOUTHWEST OF THE CENTERLINE OF 86TH STREET, 6.5 FT (2.0 M)
 DR6493'SOUTHEAST OF A PEDESTRIAN CROSSING SIGNAL AND 23 FT (7.0 M) NORTH OF
 DR6493'THE NORTHWEST PILE FOR HOUSE NUMBER 2.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6514 ***********************************************************************
 DR6514  DESIGNATION -  15 X 11
 DR6514  PID         -  DR6514
 DR6514  STATE/COUNTY-  NJ/OCEAN
 DR6514  COUNTRY     -  US
 DR6514  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DR6514
 DR6514                         *CURRENT SURVEY CONTROL
 DR6514  ______________________________________________________________________
 DR6514* NAD 83(1986) POSITION- 39 45 22.37   (N) 074 06 26.93   (W)   HD_HELD1
 DR6514* NAVD 88 ORTHO HEIGHT -     1.549 (meters)        5.08  (feet) ADJUSTED
 DR6514  ______________________________________________________________________
 DR6514  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 DR6514  DYNAMIC HEIGHT  -          1.548 (meters)        5.08  (feet) COMP
 DR6514  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 DR6514
 DR6514  VERT ORDER      -  FIRST     CLASS II
 DR6514
 DR6514.The horizontal coordinates were determined by differentially corrected
 DR6514.hand held GPS observations or other comparable positioning techniques
 DR6514.and have an estimated accuracy of +/- 3 meters.
 DR6514
 DR6514.The orthometric height was determined by differential leveling and
 DR6514.adjusted by the NATIONAL GEODETIC SURVEY
 DR6514.in February 2021.
 DR6514
 DR6514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6514.GEOID18 height accuracy estimate available here.
 DR6514
 DR6514.Click photographs - Photos may exist for this station.
 DR6514
 DR6514.The dynamic height is computed by dividing the NAVD 88
 DR6514.geopotential number by the normal gravity value computed on the
 DR6514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6514.degrees latitude (g = 980.6199 gals.).
 DR6514
 DR6514.The modeled gravity was interpolated from observed gravity values.
 DR6514
 DR6514;                    North         East    Units  Estimated Accuracy
 DR6514;SPC NJ       -   102,522.7     183,634.3     MT  (+/- 3 meters HH1 GPS) 
 DR6514
 DR6514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7645501080(NAD 83)
 DR6514
 DR6514                          SUPERSEDED SURVEY CONTROL
 DR6514
 DR6514.No superseded survey control is available for this station.
 DR6514
 DR6514_MARKER: DD = SURVEY DISK
 DR6514_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6514_SP_SET: CURB
 DR6514_STAMPING: 15 X 11 2020
 DR6514_MARK LOGO: USACE
 DR6514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6514+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6514
 DR6514  HISTORY     - Date     Condition        Report By
 DR6514  HISTORY     - 20200422 MONUMENTED       USACE
 DR6514  HISTORY     - 20200825 GOOD             NJGS
 DR6514
 DR6514                          STATION DESCRIPTION
 DR6514
 DR6514'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6514'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF FORKED
 DR6514'RIVER, 7.8 MI (12.6 KM) NORTH-NORTHEAST OF SHIP BOTTOM, IN BARNEGAT
 DR6514'LIGHT.
 DR6514'
 DR6514'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6514'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 8.2 MI
 DR6514'(13.2 KM) NORTH ON LONG BEACH BOULEVARD (CENTRAL AVENUE) TO THE
 DR6514'JUNCTION WITH 10TH STREET AND THE STATION, SET IN A DRILL HOLE IN THE
 DR6514'CURB PIECE, IN FRONT OF THE BARNEGAT FIRE DEPARTMENT, ON THE NORTHEAST
 DR6514'CORNER OF LONG BEACH BOULEVARD AND 10TH STREET.
 DR6514'
 DR6514'THE STATION IS 20 FT (6.1 M) NORTH OF THE CENTERLINE OF 10TH STREET,
 DR6514'52 FT (15.8 M) WEST OF THE CENTERLINE OF CENTRAL AVENUE, 54.5 FT (16.6
 DR6514'M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIREHOUSE, 3.8 FT (1.2 M)
 DR6514'WEST OF A FIRE HYDRANT, 20 FT (6.1 M) SOUTHWEST OF POLE NUMBER BT135
 DR6514'AND 55 FT (16.8 M) NORTH-NORTHEAST OF POLE NUMBER BT73422.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5236 ***********************************************************************
 AA5236  DESIGNATION -  15 X 2
 AA5236  PID         -  AA5236
 AA5236  STATE/COUNTY-  NJ/OCEAN
 AA5236  COUNTRY     -  US
 AA5236  USGS QUAD   -  LAKEWOOD (2016)
 AA5236
 AA5236                         *CURRENT SURVEY CONTROL
 AA5236  ______________________________________________________________________
 AA5236* NAD 83(2011) POSITION- 40 04 12.44410(N) 074 10 16.38060(W)   ADJUSTED
 AA5236* NAD 83(2011) ELLIP HT-   -23.335 (meters)        (06/27/12)   ADJUSTED
 AA5236* NAD 83(2011) EPOCH   -  2010.00
 AA5236* NAVD 88 ORTHO HEIGHT -     9.6   (meters)       31.    (feet) GPS OBS
 AA5236  ______________________________________________________________________
 AA5236  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5236  GEOID HEIGHT    -         -33.17 (meters)                     GEOID93
 AA5236  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 AA5236  NAD 83(2011) X  -  1,333,181.499 (meters)                     COMP
 AA5236  NAD 83(2011) Y  - -4,702,345.692 (meters)                     COMP
 AA5236  NAD 83(2011) Z  -  4,083,932.038 (meters)                     COMP
 AA5236  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 AA5236
 AA5236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5236  Standards:
 AA5236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5236  -------------------------------------------------------------------
 AA5236  NETWORK    0.43   0.71           0.19   0.16   0.36      0.07853087
 AA5236  -------------------------------------------------------------------
 AA5236  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA5236
 AA5236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5236.been affixed to the stable North American tectonic plate. See 
 AA5236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5236
 AA5236.The horizontal coordinates are valid at the epoch date displayed above
 AA5236.which is a decimal equivalence of Year/Month/Day.
 AA5236
 AA5236.The orthometric height was determined by GPS observations and a
 AA5236.high-resolution geoid model.
 AA5236
 AA5236.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5236.GEOID18 height accuracy estimate available here.
 AA5236
 AA5236.Click photographs - Photos may exist for this station.
 AA5236
 AA5236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5236
 AA5236.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5236
 AA5236.The ellipsoidal height was determined by GPS observations
 AA5236.and is referenced to NAD 83.
 AA5236
 AA5236. The following values were computed from the NAD 83(2011) position.
 AA5236
 AA5236;                    North         East     Units Scale Factor Converg.
 AA5236;SPC NJ       -   137,351.596   178,044.544   MT  0.99990968   +0 12 41.9
 AA5236;SPC NJ       -   450,627.69    584,134.47   sFT  0.99990968   +0 12 41.9
 AA5236;UTM  18      - 4,435,869.319   570,672.691   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 26.4
 AA5236:UTM  18      -  2R 94                                    109 37 07.6
 AA5236
 AA5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7067235869(NAD 83)
 AA5236
 AA5236|---------------------------------------------------------------------|
 AA5236| PID    Reference Object                     Distance      Geod. Az  |
 AA5236|                                                           dddmmss.s |
 AA5236| KV6993 2R 94                               453.445 METERS 1100908.3 |
 AA5236|---------------------------------------------------------------------|
 AA5236
 AA5236                          SUPERSEDED SURVEY CONTROL
 AA5236
 AA5236  NAD 83(2007)-  40 04 12.44451(N)    074 10 16.38106(W) AD(2002.00) 0
 AA5236  ELLIP H (02/10/07)  -23.326  (m)                       GP(2002.00)    
 AA5236  ELLIP H (10/23/02)  -23.315  (m)                       GP(       ) 4 1
 AA5236  NAD 83(1996)-  40 04 12.44422(N)    074 10 16.38078(W) AD(       ) 1
 AA5236  ELLIP H (05/14/99)  -23.335  (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)  -23.219  (m)                       GP(       ) 3 1
 AA5236
 AA5236.Superseded values are not recommended for survey control.
 AA5236
 AA5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5236.See file dsdata.pdf to determine how the superseded data were derived.
 AA5236
 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_PROJECTION: FLUSH
 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 - July 12, 2019
 AA5236
 AA5236  HISTORY     - Date     Condition        Report By
 AA5236  HISTORY     - 1993     MONUMENTED       NJGS
 AA5236  HISTORY     - 20130315 GOOD             JMT
 AA5236  HISTORY     - 20190712 GOOD             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.
 AA5236
 AA5236                          STATION RECOVERY (2013)
 AA5236
 AA5236'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2013 (AEG)
 AA5236'RECOVERED IN GOOD CONDITION.
 AA5236
 AA5236                          STATION RECOVERY (2019)
 AA5236
 AA5236'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 AA5236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5213 ***********************************************************************
 DM5213  DESIGNATION -  15 X 3
 DM5213  PID         -  DM5213
 DM5213  STATE/COUNTY-  NJ/OCEAN
 DM5213  COUNTRY     -  US
 DM5213  USGS QUAD   -  TUCKERTON (2019)
 DM5213
 DM5213                         *CURRENT SURVEY CONTROL
 DM5213  ______________________________________________________________________
 DM5213* NAD 83(1986) POSITION- 39 33 10.     (N) 074 15 05.     (W)   SCALED
 DM5213* NAVD 88 ORTHO HEIGHT -     2.671 (meters)        8.76  (feet) ADJUSTED
 DM5213  ______________________________________________________________________
 DM5213  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 DM5213  DYNAMIC HEIGHT  -          2.670 (meters)        8.76  (feet) COMP
 DM5213  MODELED GRAVITY -    980,134.1   (mgal)                       NAVD 88
 DM5213
 DM5213  VERT ORDER      -  FIRST     CLASS I
 DM5213
 DM5213.The horizontal coordinates were scaled from a map and have
 DM5213.an estimated accuracy of +/- 6 seconds.
 DM5213
 DM5213.The orthometric height was determined by differential leveling and
 DM5213.adjusted by the NATIONAL GEODETIC SURVEY
 DM5213.in May 2011.
 DM5213
 DM5213.No vertical observational check was made to the station.
 DM5213
 DM5213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5213.GEOID18 height accuracy estimate available here.
 DM5213
 DM5213.Click photographs - Photos may exist for this station.
 DM5213
 DM5213.The dynamic height is computed by dividing the NAVD 88
 DM5213.geopotential number by the normal gravity value computed on the
 DM5213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5213.degrees latitude (g = 980.6199 gals.).
 DM5213
 DM5213.The modeled gravity was interpolated from observed gravity values.
 DM5213
 DM5213;                    North         East    Units  Estimated Accuracy
 DM5213;SPC NJ       -    79,890.      171,370.      MT  (+/- 180 meters Scaled)
 DM5213
 DM5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ643783(NAD 83)
 DM5213
 DM5213                          SUPERSEDED SURVEY CONTROL
 DM5213
 DM5213.No superseded survey control is available for this station.
 DM5213
 DM5213_MARKER: DD = SURVEY DISK
 DM5213_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5213_SP_SET: CRANE BASE
 DM5213_STAMPING: 15 X 3 2006
 DM5213_MARK LOGO: NJGS
 DM5213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5213+STABILITY: SURFACE MOTION
 DM5213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5213+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 DM5213
 DM5213  HISTORY     - Date     Condition        Report By
 DM5213  HISTORY     - 20060713 MONUMENTED       NJGS
 DM5213
 DM5213                          STATION DESCRIPTION
 DM5213
 DM5213'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5213'THE STATION IS LOCATED IN THE BOROUGH OF BEACH HAVEN, SET IN A DRILL
 DM5213'HOLE IN THE NORTHWEST CORNER OF THE 7.0 FT (2.1 M) SQUARE CONCRETE
 DM5213'BASE FOR A LARGE STEEL BOAT LIFT CRANE ON THE GROUNDS OF THE FORMER
 DM5213'U.S. COAST GUARD STATION NOW OWNED BY THE BOROUGH OF BEACH HAVEN
 DM5213'EMERGENCY OPERATION CENTER.
 DM5213'
 DM5213'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 72
 DM5213'EASTBOUND (WEST NINTH STREET) AND LONG BEACH BOULEVARD IN SHIP BOTTOM,
 DM5213'GO ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHWEST ON LONG BEACH BOULEVARD TO
 DM5213'THE JUNCTION WITH PELHAM AVENUE.  TURN RIGHT AND GO 0.1 MI (0.2 KM)
 DM5213'NORTHWEST ON PELHAM AVENUE TO THE DRIVEWAY ENTRANCE ON THE LEFT.  TURN
 DM5213'LEFT AND GO STRAIGHT AHEAD TO THE CRANE.
 DM5213'
 DM5213'THE STATION IS 51.0 FT (15.5 M) FROM THE CENTER OF THE SOUTHWEST
 DM5213'COLUMN OF THE HEADQUARTERS BUILDING, 3.8 FT (1.2 M) NORTHWEST OF THE
 DM5213'CRANE, 55.0 FT (16.8 M) FROM THE CENTERLINE OF PELHAM AVENUE.  THE
 DM5213'STATION IS ABOUT 2.5 FT (0.8 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6007 ***********************************************************************
 DM6007  DESIGNATION -  15 X 4
 DM6007  PID         -  DM6007
 DM6007  STATE/COUNTY-  NJ/OCEAN
 DM6007  COUNTRY     -  US
 DM6007  USGS QUAD   -  TOMS RIVER (2019)
 DM6007
 DM6007                         *CURRENT SURVEY CONTROL
 DM6007  ______________________________________________________________________
 DM6007* NAD 83(1986) POSITION- 39 54 58.69   (N) 074 09 16.82   (W)   HD_HELD1
 DM6007* NAVD 88 ORTHO HEIGHT -     9.054 (meters)       29.70  (feet) ADJUSTED
 DM6007  ______________________________________________________________________
 DM6007  GEOID HEIGHT    -        -33.073 (meters)                     GEOID18
 DM6007  DYNAMIC HEIGHT  -          9.049 (meters)       29.69  (feet) COMP
 DM6007  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 DM6007
 DM6007  VERT ORDER      -  FIRST     CLASS II
 DM6007
 DM6007.The horizontal coordinates were determined by differentially corrected
 DM6007.hand held GPS observations or other comparable positioning techniques
 DM6007.and have an estimated accuracy of +/- 3 meters.
 DM6007
 DM6007.The orthometric height was determined by differential leveling and
 DM6007.adjusted by the NATIONAL GEODETIC SURVEY
 DM6007.in May 2011.
 DM6007
 DM6007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6007.GEOID18 height accuracy estimate available here.
 DM6007
 DM6007.Click photographs - Photos may exist for this station.
 DM6007
 DM6007.The dynamic height is computed by dividing the NAVD 88
 DM6007.geopotential number by the normal gravity value computed on the
 DM6007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6007.degrees latitude (g = 980.6199 gals.).
 DM6007
 DM6007.The modeled gravity was interpolated from observed gravity values.
 DM6007
 DM6007;                    North         East    Units  Estimated Accuracy
 DM6007;SPC NJ       -   120,279.2     179,521.9     MT  (+/- 3 meters HH1 GPS) 
 DM6007
 DM6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7224518809(NAD 83)
 DM6007
 DM6007                          SUPERSEDED SURVEY CONTROL
 DM6007
 DM6007.No superseded survey control is available for this station.
 DM6007
 DM6007_MARKER: DD = SURVEY DISK
 DM6007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6007_STAMPING: 15 X 4 2007
 DM6007_MARK LOGO: NJGS
 DM6007_PROJECTION: FLUSH
 DM6007_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6007+STABILITY: SURFACE MOTION
 DM6007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6007+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2018
 DM6007
 DM6007  HISTORY     - Date     Condition        Report By
 DM6007  HISTORY     - 20071024 MONUMENTED       NJGS
 DM6007  HISTORY     - 20180228 GOOD             NJGS
 DM6007
 DM6007                          STATION DESCRIPTION
 DM6007
 DM6007'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6007'THE STATION IS LOCATED IN BERKELEY TOWNSHIP, ON THE WEST SIDE OF A
 DM6007'TRIANGULAR GRASSY TRAFFIC ISLAND ON THE NORTHEAST CORNER OF US HIGHWAY
 DM6007'9 AND OCEAN GATE DRIVE.  THE ISLAND IS BETWEEN US HIGHWAY 9 TO THE
 DM6007'WEST, OCEAN GATE DRIVE TO THE SOUTH, AND THE RAMP ONTO THE NORTH BOUND
 DM6007'LANES OF US HIGHWAY 9 TO THE EAST.
 DM6007'
 DM6007'THE STATION IS 8.3 FT (2.5 M) EAST OF THE EAST CURB OF THE NORTH BOUND
 DM6007'LANES OF US HIGHWAY 9, 27.3 FT (8.3 M) NORTH OF A TRAFFIC SIGNAL, 45.8
 DM6007'FT (14.0 M) NORTH OF THE NORTH CURB (TANGENT EXTENDED) OF OCEAN GATE
 DM6007'DRIVE, 41.5 FT (12.6 M) WEST OF AN INLET IN THE SWALE OF THE ISLAND,
 DM6007'2.0 FT (0.6 M) SOUTHWEST OF A WITNESS POST.
 DM6007
 DM6007                          STATION RECOVERY (2018)
 DM6007
 DM6007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DM6007'WITNESS POST IS MISSING.  THE STATION IS 9.7 M (31.8 FT) NORTH OF THE
 DM6007'TRAFFIC SIGNAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7947 ***********************************************************************
 DP7947  DESIGNATION -  15 X 5
 DP7947  PID         -  DP7947
 DP7947  STATE/COUNTY-  NJ/OCEAN
 DP7947  COUNTRY     -  US
 DP7947  USGS QUAD   -  SEASIDE PARK (2019)
 DP7947
 DP7947                         *CURRENT SURVEY CONTROL
 DP7947  ______________________________________________________________________
 DP7947* NAD 83(1986) POSITION- 39 56 07.82   (N) 074 04 18.85   (W)   HD_HELD1
 DP7947* NAVD 88 ORTHO HEIGHT -     4.585 (meters)       15.04  (feet) ADJUSTED
 DP7947  ______________________________________________________________________
 DP7947  GEOID HEIGHT    -        -33.104 (meters)                     GEOID18
 DP7947  DYNAMIC HEIGHT  -          4.583 (meters)       15.04  (feet) COMP
 DP7947  MODELED GRAVITY -    980,163.9   (mgal)                       NAVD 88
 DP7947
 DP7947  VERT ORDER      -  FIRST     CLASS II
 DP7947
 DP7947.The horizontal coordinates were determined by differentially corrected
 DP7947.hand held GPS observations or other comparable positioning techniques
 DP7947.and have an estimated accuracy of +/- 3 meters.
 DP7947
 DP7947.The orthometric height was determined by differential leveling and
 DP7947.adjusted by the NATIONAL GEODETIC SURVEY
 DP7947.in September 2015.
 DP7947
 DP7947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7947.GEOID18 height accuracy estimate available here.
 DP7947
 DP7947.Click photographs - Photos may exist for this station.
 DP7947
 DP7947.The dynamic height is computed by dividing the NAVD 88
 DP7947.geopotential number by the normal gravity value computed on the
 DP7947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7947.degrees latitude (g = 980.6199 gals.).
 DP7947
 DP7947.The modeled gravity was interpolated from observed gravity values.
 DP7947
 DP7947;                    North         East    Units  Estimated Accuracy
 DP7947;SPC NJ       -   122,441.8     186,587.6     MT  (+/- 3 meters HH1 GPS) 
 DP7947
 DP7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7929721011(NAD 83)
 DP7947
 DP7947                          SUPERSEDED SURVEY CONTROL
 DP7947
 DP7947.No superseded survey control is available for this station.
 DP7947
 DP7947_STAMPING: 15 X 5 2012
 DP7947_MARK LOGO: NJGS
 DP7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7947+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7947
 DP7947  HISTORY     - Date     Condition        Report By
 DP7947  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7947  HISTORY     - 20160218 MARK NOT FOUND   NJGS
 DP7947
 DP7947                          STATION DESCRIPTION
 DP7947
 DP7947'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7947'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTHEAST OF FORKED
 DP7947'RIVER, 6.8 MI (10.9 KM) EAST OF TOMS RIVER AND 0.7 MI (1.1 KM)
 DP7947'NORTH-NORTHEAST OF SEASIDE PARK.
 DP7947'
 DP7947'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE PARK, SET FLUSH IN A
 DP7947'DRILL HOLE AT THE SOUTHEAST CORNER OF A 8 FT (2.4 M) BY 10 FT (3.0 M)
 DP7947'CONCRETE RECTANGULAR ELECTRICAL UTILITY JUNCTION CHAMBER SET FLUSH AT
 DP7947'THE SOUTHEAST CORNER OF A BOARDWALK ENTRANCE LEADING EAST TO THE
 DP7947'FUNTOWN PIER FROM THE MAIN BOARDWALK.
 DP7947'
 DP7947'THE STATION IS 11.5 FT (3.5 M) SOUTH FROM THE CENTERLINE EXTENDED OF
 DP7947'STOCKTON AVENUE (FIRE LANE), 180.0 FT (54.9 M) EAST FROM THE
 DP7947'CENTERLINE OF NORTH OCEAN AVENUE, 14.3 FT (4.4 M) NORTHEAST FROM WOOD
 DP7947'UTILITY POLE NUMBER BT 143 SSP, 38.0 FT (11.6 M) SOUTHEAST FROM THE
 DP7947'SOUTHEAST CORNER OF A TWO STORY FRAME BUILDING ON THE BOARDWALK AND
 DP7947'3.5 FT (1.1 M) NORTHEAST FROM THE WEST END OF A METAL FENCE ON THE
 DP7947'BOARDWALK.
 DP7947
 DP7947                          STATION RECOVERY (2016)
 DP7947
 DP7947'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7947'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP8008 ***********************************************************************
 DP8008  DESIGNATION -  15 X 6
 DP8008  PID         -  DP8008
 DP8008  STATE/COUNTY-  NJ/OCEAN
 DP8008  COUNTRY     -  US
 DP8008  USGS QUAD   -  SEASIDE PARK (2019)
 DP8008
 DP8008                         *CURRENT SURVEY CONTROL
 DP8008  ______________________________________________________________________
 DP8008* NAD 83(1986) POSITION- 39 57 44.00   (N) 074 04 12.40   (W)   HD_HELD1
 DP8008* NAVD 88 ORTHO HEIGHT -     1.319 (meters)        4.33  (feet) ADJUSTED
 DP8008  ______________________________________________________________________
 DP8008  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 DP8008  DYNAMIC HEIGHT  -          1.319 (meters)        4.33  (feet) COMP
 DP8008  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 DP8008
 DP8008  VERT ORDER      -  FIRST     CLASS II
 DP8008
 DP8008.The horizontal coordinates were determined by differentially corrected
 DP8008.hand held GPS observations or other comparable positioning techniques
 DP8008.and have an estimated accuracy of +/- 3 meters.
 DP8008
 DP8008.The orthometric height was determined by differential leveling and
 DP8008.adjusted by the NATIONAL GEODETIC SURVEY
 DP8008.in March 2017.
 DP8008
 DP8008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8008.GEOID18 height accuracy estimate available here.
 DP8008
 DP8008.Click photographs - Photos may exist for this station.
 DP8008
 DP8008.The dynamic height is computed by dividing the NAVD 88
 DP8008.geopotential number by the normal gravity value computed on the
 DP8008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8008.degrees latitude (g = 980.6199 gals.).
 DP8008
 DP8008.The modeled gravity was interpolated from observed gravity values.
 DP8008
 DP8008;                    North         East    Units  Estimated Accuracy
 DP8008;SPC NJ       -   125,408.7     186,726.5     MT  (+/- 3 meters HH1 GPS) 
 DP8008
 DP8008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7941923978(NAD 83)
 DP8008
 DP8008                          SUPERSEDED SURVEY CONTROL
 DP8008
 DP8008  NAVD 88 (09/24/15)    1.322  (m)            4.34   (f) SUPERSEDED  1 2
 DP8008
 DP8008.Superseded values are not recommended for survey control.
 DP8008
 DP8008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP8008.See file dsdata.pdf to determine how the superseded data were derived.
 DP8008
 DP8008_MARKER: DD = SURVEY DISK
 DP8008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP8008_SP_SET: TRAFFIC SIGNAL FOUNDATION
 DP8008_STAMPING: 15 X 6 2013
 DP8008_MARK LOGO: NJGS
 DP8008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8008+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP8008
 DP8008  HISTORY     - Date     Condition        Report By
 DP8008  HISTORY     - 20130201 MONUMENTED       NJGS
 DP8008  HISTORY     - 20160411 GOOD             NJGS
 DP8008
 DP8008                          STATION DESCRIPTION
 DP8008
 DP8008'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP8008'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF POINT PLEASANT,
 DP8008'6.8 MI (10.9 KM) EAST OF TOMS RIVER AND 2.5 MI (4.0 KM) NORTH OF
 DP8008'SEASIDE PARK, IN THE BOROUGH OF LAVALLETTE.
 DP8008'
 DP8008'THE STATION IS SET IN A DRILL HOLE IN THE ROUND CONCRETE BASE FOR THE
 DP8008'TRAFFIC SIGNAL MAST ON THE NORTHEAST CORNER OF THE JUNCTION OF
 DP8008'ELIZABETH AVENUE AND GRAND CENTRAL AVENUE (NJ STATE HIGHWAY 35)
 DP8008'NORTHBOUND LANES.
 DP8008'
 DP8008'IT IS 22.0 FT (6.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 DP8008'NUMBER 2107 ELIZABETH AVENUE, 14.0 FT (4.3 M) NORTH OF NORTH CURB OF
 DP8008'ELIZABETH AVENUE, 12.8 FT (3.9 M) EAST OF EAST CURB OF ROUTE 35, 10.0
 DP8008'FT (3.0 M) EAST-SOUTHEAST OF A FIRE HYDRANT AND 2.0 FT (0.6 M) NORTH
 DP8008'OF THE TRAFFIC SIGNAL MAST.
 DP8008
 DP8008                          STATION RECOVERY (2016)
 DP8008
 DP8008'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP8008'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4008 ***********************************************************************
 DQ4008  DESIGNATION -  15 X 7
 DQ4008  PID         -  DQ4008
 DQ4008  STATE/COUNTY-  NJ/OCEAN
 DQ4008  COUNTRY     -  US
 DQ4008  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4008
 DQ4008                         *CURRENT SURVEY CONTROL
 DQ4008  ______________________________________________________________________
 DQ4008* NAD 83(1986) POSITION- 39 55 57.30   (N) 074 04 36.56   (W)   HD_HELD1
 DQ4008* NAVD 88 ORTHO HEIGHT -     1.498 (meters)        4.91  (feet) ADJUSTED
 DQ4008  ______________________________________________________________________
 DQ4008  GEOID HEIGHT    -        -33.104 (meters)                     GEOID18
 DQ4008  DYNAMIC HEIGHT  -          1.498 (meters)        4.91  (feet) COMP
 DQ4008  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 DQ4008
 DQ4008  VERT ORDER      -  FIRST     CLASS II
 DQ4008
 DQ4008.The horizontal coordinates were determined by differentially corrected
 DQ4008.hand held GPS observations or other comparable positioning techniques
 DQ4008.and have an estimated accuracy of +/- 3 meters.
 DQ4008
 DQ4008.The orthometric height was determined by differential leveling and
 DQ4008.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4008.in March 2017.
 DQ4008
 DQ4008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4008.GEOID18 height accuracy estimate available here.
 DQ4008
 DQ4008.Click photographs - Photos may exist for this station.
 DQ4008
 DQ4008.The dynamic height is computed by dividing the NAVD 88
 DQ4008.geopotential number by the normal gravity value computed on the
 DQ4008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4008.degrees latitude (g = 980.6199 gals.).
 DQ4008
 DQ4008.The modeled gravity was interpolated from observed gravity values.
 DQ4008
 DQ4008;                    North         East    Units  Estimated Accuracy
 DQ4008;SPC NJ       -   122,115.4     186,168.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4008
 DQ4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7888020682(NAD 83)
 DQ4008
 DQ4008                          SUPERSEDED SURVEY CONTROL
 DQ4008
 DQ4008.No superseded survey control is available for this station.
 DQ4008
 DQ4008_MARKER: DD = SURVEY DISK
 DQ4008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4008_STAMPING: 15 X 7 2015
 DQ4008_MARK LOGO: NJDT
 DQ4008_PROJECTION: FLUSH
 DQ4008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4008+STABILITY: SURFACE MOTION
 DQ4008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4008+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4008
 DQ4008  HISTORY     - Date     Condition        Report By
 DQ4008  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4008  HISTORY     - 20151110 GOOD             NJGS
 DQ4008
 DQ4008                          STATION DESCRIPTION
 DQ4008
 DQ4008'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4008'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHEAST OF FORKED
 DQ4008'RIVER, 6.6 MI (10.6 KM) EAST-SOUTHEAST OF TOMS RIVER, NJ, IN THE
 DQ4008'BOROUGH OF SEASIDE PARK.
 DQ4008'
 DQ4008'THE STATION IS SET IN THE SOUTH END OF A GRASS PARKING ISLAND BETWEEN
 DQ4008'THE NORTHBOUND AND SOUTHBOUND LANES OF NEW JERSEY STATE ROUTE 35 AT
 DQ4008'THE JUNCTION WITH M STREET.
 DQ4008'
 DQ4008'THE STATION IS 20 FT (6.1 M) EAST OF THE EAST CURB OF SOUTHBOUND NEW
 DQ4008'JERSEY STATE ROUTE 35, 19.6 FT (6.0 M) WEST OF THE WEST CURB OF
 DQ4008'NORTHBOUND NEW JERSEY STATE ROUTE 35, 1 FT (0.3 M) NORTH OF THE NORTH
 DQ4008'EDGE OF THE SIDEWALK, 32 FT (9.8 M) NORTH OF THE CENTERLINE OF M
 DQ4008'STREET, 11.2 FT (3.4 M) NORTH OF THE NORTH CURB OF M STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4022 ***********************************************************************
 DQ4022  DESIGNATION -  15 X 8
 DQ4022  PID         -  DQ4022
 DQ4022  STATE/COUNTY-  NJ/OCEAN
 DQ4022  COUNTRY     -  US
 DQ4022  USGS QUAD   -  POINT PLEASANT (2019)
 DQ4022
 DQ4022                         *CURRENT SURVEY CONTROL
 DQ4022  ______________________________________________________________________
 DQ4022* NAD 83(1986) POSITION- 40 01 37.72   (N) 074 03 13.41   (W)   HD_HELD1
 DQ4022* NAVD 88 ORTHO HEIGHT -     2.120 (meters)        6.96  (feet) ADJUSTED
 DQ4022  ______________________________________________________________________
 DQ4022  GEOID HEIGHT    -        -33.059 (meters)                     GEOID18
 DQ4022  DYNAMIC HEIGHT  -          2.119 (meters)        6.95  (feet) COMP
 DQ4022  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 DQ4022
 DQ4022  VERT ORDER      -  FIRST     CLASS II
 DQ4022
 DQ4022.The horizontal coordinates were determined by differentially corrected
 DQ4022.hand held GPS observations or other comparable positioning techniques
 DQ4022.and have an estimated accuracy of +/- 3 meters.
 DQ4022
 DQ4022.The orthometric height was determined by differential leveling and
 DQ4022.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4022.in March 2017.
 DQ4022
 DQ4022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4022.GEOID18 height accuracy estimate available here.
 DQ4022
 DQ4022.Click photographs - Photos may exist for this station.
 DQ4022
 DQ4022.The dynamic height is computed by dividing the NAVD 88
 DQ4022.geopotential number by the normal gravity value computed on the
 DQ4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4022.degrees latitude (g = 980.6199 gals.).
 DQ4022
 DQ4022.The modeled gravity was interpolated from observed gravity values.
 DQ4022
 DQ4022;                    North         East    Units  Estimated Accuracy
 DQ4022;SPC NJ       -   132,623.5     188,090.3     MT  (+/- 3 meters HH1 GPS) 
 DQ4022
 DQ4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8074231198(NAD 83)
 DQ4022
 DQ4022                          SUPERSEDED SURVEY CONTROL
 DQ4022
 DQ4022.No superseded survey control is available for this station.
 DQ4022
 DQ4022_MARKER: DD = SURVEY DISK
 DQ4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4022_STAMPING: 15 X 8 2016
 DQ4022_MARK LOGO: NJDT
 DQ4022_PROJECTION: FLUSH
 DQ4022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4022+STABILITY: SURFACE MOTION
 DQ4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4022+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 DQ4022
 DQ4022  HISTORY     - Date     Condition        Report By
 DQ4022  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4022  HISTORY     - 20160602 GOOD             NJGS
 DQ4022
 DQ4022                          STATION DESCRIPTION
 DQ4022
 DQ4022'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4022'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH OF POINT PLEASANT
 DQ4022'BEACH, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF POINT PLEASANT AND 0.7 MI
 DQ4022'(1.1 KM) SOUTH OF MANTOLOKING, IN THE BOROUGH OF MANTOLOKING.
 DQ4022'
 DQ4022'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 35 AND
 DQ4022'HERBERT AVENUE (COUNTY ROUTE 528), GO 0.9 MI (1.4 KM) SOUTH ON NEW
 DQ4022'JERSEY STATE HIGHWAY 35 TO THE STATION ON THE RIGHT, ON THE WEST SIDE
 DQ4022'OF NEW JERSEY STATE HIGHWAY 35.
 DQ4022'
 DQ4022'IT IS 31.7 FT (9.7 M) SOUTH OF MONUMENT 15 W 8, 6.8 FT (2.1 M) WEST OF
 DQ4022'THE WEST CURB OF NEW JERSEY STATE HIGHWAY 35, 6 FT (1.8 M)
 DQ4022'NORTH-NORTHWEST OF A FLASHING WARNING LIGHT, 4 FT (1.2 M)
 DQ4022'WEST-SOUTHWEST OF THE EAST LEG OF A SIGN (ENTERING TOWNSHIP BRICK),
 DQ4022'13.1 FT (4.0 M) NORTH OF POLE NUMBER JC3MG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6476 ***********************************************************************
 DR6476  DESIGNATION -  15 X 9
 DR6476  PID         -  DR6476
 DR6476  STATE/COUNTY-  NJ/OCEAN
 DR6476  COUNTRY     -  US
 DR6476  USGS QUAD   -  BEACH HAVEN (2019)
 DR6476
 DR6476                         *CURRENT SURVEY CONTROL
 DR6476  ______________________________________________________________________
 DR6476* NAD 83(1986) POSITION- 39 36 47.40   (N) 074 12 09.35   (W)   HD_HELD1
 DR6476* NAVD 88 ORTHO HEIGHT -     1.581 (meters)        5.19  (feet) ADJUSTED
 DR6476  ______________________________________________________________________
 DR6476  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 DR6476  DYNAMIC HEIGHT  -          1.580 (meters)        5.18  (feet) COMP
 DR6476  MODELED GRAVITY -    980,145.3   (mgal)                       NAVD 88
 DR6476
 DR6476  VERT ORDER      -  FIRST     CLASS II
 DR6476
 DR6476.The horizontal coordinates were determined by differentially corrected
 DR6476.hand held GPS observations or other comparable positioning techniques
 DR6476.and have an estimated accuracy of +/- 3 meters.
 DR6476
 DR6476.The orthometric height was determined by differential leveling and
 DR6476.adjusted by the NATIONAL GEODETIC SURVEY
 DR6476.in February 2021.
 DR6476
 DR6476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6476.GEOID18 height accuracy estimate available here.
 DR6476
 DR6476.Click photographs - Photos may exist for this station.
 DR6476
 DR6476.The dynamic height is computed by dividing the NAVD 88
 DR6476.geopotential number by the normal gravity value computed on the
 DR6476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6476.degrees latitude (g = 980.6199 gals.).
 DR6476
 DR6476.The modeled gravity was interpolated from observed gravity values.
 DR6476
 DR6476;                    North         East    Units  Estimated Accuracy
 DR6476;SPC NJ       -    86,610.5     175,536.6     MT  (+/- 3 meters HH1 GPS) 
 DR6476
 DR6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6844985127(NAD 83)
 DR6476
 DR6476                          SUPERSEDED SURVEY CONTROL
 DR6476
 DR6476.No superseded survey control is available for this station.
 DR6476
 DR6476_MARKER: DD = SURVEY DISK
 DR6476_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR6476+WITH SETTING: PAVEMENT
 DR6476_SP_SET: FLAG POLE BASE
 DR6476_STAMPING: 15 X 9 2019
 DR6476_MARK LOGO: NJGS
 DR6476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6476+STABILITY: SURFACE MOTION
 DR6476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6476+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2019
 DR6476
 DR6476  HISTORY     - Date     Condition        Report By
 DR6476  HISTORY     - 20190319 MONUMENTED       NJGS
 DR6476
 DR6476                          STATION DESCRIPTION
 DR6476
 DR6476'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6476'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP ABOUT 5.8 MI (9.3 KM)
 DR6476'EAST-SOUTHEAST OF WEST CREEK, 4.3 MI (6.9 KM) NORTH-NORTHEAST OF BEACH
 DR6476'HAVEN AND 2.3 MI (3.7 KM) SOUTH-SOUTHWEST OF SHIP BOTTOM, IN LONG
 DR6476'BEACH TOWNSHIP.
 DR6476'
 DR6476'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6476'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO SOUTH ON LONG BEACH
 DR6476'BOULEVARD FOR 2.9 MI (4.7 KM) ON LONG BEACH BOULEVARD TO THE STATION
 DR6476'ON THE LEFT BY THE FLAG POLE IN FRONT OF THE UNITED STATES POST
 DR6476'OFFICE.
 DR6476'
 DR6476'THE STATION IS 72.5 FT (22.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DR6476'DRIVEWAY ENTRANCE TO POST OFFICE, 64.5 FT (19.7 M) SOUTH-SOUTHWEST OF
 DR6476'THE CENTERLINE OF DRIVEWAY EXIT TO POST OFFICE, 64 FT (19.5 M)
 DR6476'SOUTH-SOUTHEAST OF UTILITY POLE NUMBER P7446, 55 FT (16.8 M)
 DR6476'EAST-SOUTHEAST OF SOUTHEAST CURB OF LONG BEACH ISLAND BOULEVARD, 6.75
 DR6476'FT (2.1 M) EAST-NORTHEAST OF FLAG POLE AND 2 FT (0.6 M) WEST OF
 DR6476'PARKING LOT CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6311 ***********************************************************************
 KV6311  DESIGNATION -  15 Y 1
 KV6311  PID         -  KV6311
 KV6311  STATE/COUNTY-  NJ/OCEAN
 KV6311  COUNTRY     -  US
 KV6311  USGS QUAD   -  ROOSEVELT (2019)
 KV6311
 KV6311                         *CURRENT SURVEY CONTROL
 KV6311  ______________________________________________________________________
 KV6311* NAD 83(1986) POSITION- 40 09 37.95   (N) 074 23 08.39   (W)   HD_HELD1
 KV6311* NAVD 88 ORTHO HEIGHT -    45.710 (meters)      149.97  (feet) ADJUSTED
 KV6311  ______________________________________________________________________
 KV6311  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 KV6311  DYNAMIC HEIGHT  -         45.691 (meters)      149.90  (feet) COMP
 KV6311  MODELED GRAVITY -    980,206.8   (mgal)                       NAVD 88
 KV6311
 KV6311  VERT ORDER      -  FIRST     CLASS II
 KV6311
 KV6311.The horizontal coordinates were determined by differentially corrected
 KV6311.hand held GPS observations or other comparable positioning techniques
 KV6311.and have an estimated accuracy of +/- 3 meters.
 KV6311
 KV6311.The orthometric height was determined by differential leveling and
 KV6311.adjusted by the NATIONAL GEODETIC SURVEY
 KV6311.in June 1991.
 KV6311
 KV6311.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6311.GEOID18 height accuracy estimate available here.
 KV6311
 KV6311.Click photographs - Photos may exist for this station.
 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       -   147,344.8     159,739.7     MT  (+/- 3 meters HH1 GPS) 
 KV6311
 KV6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5231645756(NAD 83)
 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
 KV6311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6311.See file dsdata.pdf to determine how the superseded data were derived.
 KV6311
 KV6311_MARKER: B = BOLT
 KV6311_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV6311_STAMPING: 15 Y 1
 KV6311_MARK LOGO: NJGS
 KV6311_PROJECTION: RECESSED 15 CENTIMETERS
 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 - March 01, 2018
 KV6311
 KV6311  HISTORY     - Date     Condition        Report By
 KV6311  HISTORY     - UNK      MONUMENTED       NJDT
 KV6311  HISTORY     - 19890623 GOOD             NJGS
 KV6311  HISTORY     - 20180301 GOOD             AAAS
 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.
 KV6311
 KV6311                          STATION RECOVERY (2018)
 KV6311
 KV6311'RECOVERY NOTE BY ARORA AND ASSOCIATES 2018 (FAC)
 KV6311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6494 ***********************************************************************
 DR6494  DESIGNATION -  15 Y 10
 DR6494  PID         -  DR6494
 DR6494  STATE/COUNTY-  NJ/OCEAN
 DR6494  COUNTRY     -  US
 DR6494  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6494
 DR6494                         *CURRENT SURVEY CONTROL
 DR6494  ______________________________________________________________________
 DR6494* NAD 83(1986) POSITION- 39 42 58.92   (N) 074 07 46.59   (W)   HD_HELD1
 DR6494* NAVD 88 ORTHO HEIGHT -     1.355 (meters)        4.45  (feet) ADJUSTED
 DR6494  ______________________________________________________________________
 DR6494  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 DR6494  DYNAMIC HEIGHT  -          1.354 (meters)        4.44  (feet) COMP
 DR6494  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 DR6494
 DR6494  VERT ORDER      -  FIRST     CLASS II
 DR6494
 DR6494.The horizontal coordinates were determined by differentially corrected
 DR6494.hand held GPS observations or other comparable positioning techniques
 DR6494.and have an estimated accuracy of +/- 3 meters.
 DR6494
 DR6494.The orthometric height was determined by differential leveling and
 DR6494.adjusted by the NATIONAL GEODETIC SURVEY
 DR6494.in February 2021.
 DR6494
 DR6494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6494.GEOID18 height accuracy estimate available here.
 DR6494
 DR6494.Click photographs - Photos may exist for this station.
 DR6494
 DR6494.The dynamic height is computed by dividing the NAVD 88
 DR6494.geopotential number by the normal gravity value computed on the
 DR6494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6494.degrees latitude (g = 980.6199 gals.).
 DR6494
 DR6494.The modeled gravity was interpolated from observed gravity values.
 DR6494
 DR6494;                    North         East    Units  Estimated Accuracy
 DR6494;SPC NJ       -    98,090.8     181,756.5     MT  (+/- 3 meters HH1 GPS) 
 DR6494
 DR6494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7460396639(NAD 83)
 DR6494
 DR6494                          SUPERSEDED SURVEY CONTROL
 DR6494
 DR6494.No superseded survey control is available for this station.
 DR6494
 DR6494_MARKER: DD = SURVEY DISK
 DR6494_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6494_SP_SET: CURB
 DR6494_STAMPING: 15 Y 10 2019
 DR6494_MARK LOGO: NJGS
 DR6494_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6494+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 DR6494
 DR6494  HISTORY     - Date     Condition        Report By
 DR6494  HISTORY     - 20191002 MONUMENTED       NJGS
 DR6494
 DR6494                          STATION DESCRIPTION
 DR6494
 DR6494'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6494'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHEAST OF FORKED
 DR6494'RIVER, 5.8 MI (9.3 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 3.1 MI (5.0
 DR6494'KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN LONG BEACH TOWNSHIP.
 DR6494'
 DR6494'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6494'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 5.2 MI
 DR6494'(8.4 KM) NORTH ON LONG BEACH BOULEVARD TO THE STATION ON THE LEFT
 DR6494'ACROSS THE ROAD, SET IN A DRILL HOLE IN THE INLET CURB PIECE ON THE
 DR6494'SOUTHBOUND LANES OF LONG BEACH BOULEVARD.
 DR6494'
 DR6494'IT IS ABOUT 126 FT (38.4 M) SOUTH OF THE CENTERLINE OF SILVER BAY
 DR6494'NUMBER 32 (PRIVATE ROAD), 22 FT (6.7 M) WEST-NORTHWEST OF THE
 DR6494'CENTERLINE OF LONG BEACH BOULEVARD, 112.8 FT (34.4 M) SOUTH-SOUTHWEST
 DR6494'OF POLE NUMBER P38645, 59 FT (18.0 M) NORTH-NORTHEAST OF POLE NUMBER
 DR6494'T2153 BT28LB, 49 FT (14.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 DR6494'STONE DRIVEWAY LEADING TO HOUSE NUMBER 30, 104 FT (31.7 M) SOUTH OF A
 DR6494'FIRE HYDRANT AND 4 FT (1.2 M) SOUTH OF THE CENTER OF THE INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6515 ***********************************************************************
 DR6515  DESIGNATION -  15 Y 11
 DR6515  PID         -  DR6515
 DR6515  STATE/COUNTY-  NJ/OCEAN
 DR6515  COUNTRY     -  US
 DR6515  USGS QUAD   -  LONG BEACH NE (2019)
 DR6515
 DR6515                         *CURRENT SURVEY CONTROL
 DR6515  ______________________________________________________________________
 DR6515* NAD 83(1986) POSITION- 39 43 50.74   (N) 074 07 21.11   (W)   HD_HELD1
 DR6515* NAVD 88 ORTHO HEIGHT -     1.834 (meters)        6.02  (feet) ADJUSTED
 DR6515  ______________________________________________________________________
 DR6515  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 DR6515  DYNAMIC HEIGHT  -          1.833 (meters)        6.01  (feet) COMP
 DR6515  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 DR6515
 DR6515  VERT ORDER      -  FIRST     CLASS II
 DR6515
 DR6515.The horizontal coordinates were determined by differentially corrected
 DR6515.hand held GPS observations or other comparable positioning techniques
 DR6515.and have an estimated accuracy of +/- 3 meters.
 DR6515
 DR6515.The orthometric height was determined by differential leveling and
 DR6515.adjusted by the NATIONAL GEODETIC SURVEY
 DR6515.in February 2021.
 DR6515
 DR6515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6515.GEOID18 height accuracy estimate available here.
 DR6515
 DR6515.Click photographs - Photos may exist for this station.
 DR6515
 DR6515.The dynamic height is computed by dividing the NAVD 88
 DR6515.geopotential number by the normal gravity value computed on the
 DR6515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6515.degrees latitude (g = 980.6199 gals.).
 DR6515
 DR6515.The modeled gravity was interpolated from observed gravity values.
 DR6515
 DR6515;                    North         East    Units  Estimated Accuracy
 DR6515;SPC NJ       -    99,691.4     182,356.6     MT  (+/- 3 meters HH1 GPS) 
 DR6515
 DR6515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7519498243(NAD 83)
 DR6515
 DR6515                          SUPERSEDED SURVEY CONTROL
 DR6515
 DR6515.No superseded survey control is available for this station.
 DR6515
 DR6515_MARKER: DD = SURVEY DISK
 DR6515_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6515_SP_SET: SIDEWALK
 DR6515_STAMPING: 15 Y 11 2020
 DR6515_MARK LOGO: USACE
 DR6515_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6515+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6515
 DR6515  HISTORY     - Date     Condition        Report By
 DR6515  HISTORY     - 20200422 MONUMENTED       USACE
 DR6515  HISTORY     - 20200825 GOOD             NJGS
 DR6515
 DR6515                          STATION DESCRIPTION
 DR6515
 DR6515'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6515'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF FORKED
 DR6515'RIVER, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 2.0 MI (3.2
 DR6515'KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN LONG BEACH TOWNSHIP ON THE
 DR6515'NORTHWEST SIDE OF LONG BEACH BOULEVARD IN THE COMMUNITY OF LOVELADIES.
 DR6515'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 72 AND LONG
 DR6515'BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG
 DR6515'BEACH BOULEVARD FOR 6.35 MI (10.22 KM) TO THE STATION ON THE LEFT, SET
 DR6515'IN A DRILL HOLE IN THE CURB IN THE MEDIAN NEAR THE LEFT TURN SLOT INTO
 DR6515'SANDY COVE.
 DR6515'
 DR6515'THE STATION IS 3.5 FT (1.1 M) SOUTHEAST OF THE EAST CURB OF LONG BEACH
 DR6515'BOULEVARD, 48 FT (14.6 M) NORTHWEST OF POLE NUMBER P8293, 56.5 FT
 DR6515'(17.2 M) SOUTHWEST OF THE NOSE OF THE LEFT TURN AND 59 FT (18.0 M)
 DR6515'EAST-NORTHEAST OF POLE NUMBER 73291.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5214 ***********************************************************************
 DM5214  DESIGNATION -  15 Y 3
 DM5214  PID         -  DM5214
 DM5214  STATE/COUNTY-  NJ/OCEAN
 DM5214  COUNTRY     -  US
 DM5214  USGS QUAD   -  TUCKERTON (2019)
 DM5214
 DM5214                         *CURRENT SURVEY CONTROL
 DM5214  ______________________________________________________________________
 DM5214* NAD 83(1986) POSITION- 39 32 55.20   (N) 074 15 09.51   (W)   HD_HELD1
 DM5214* NAVD 88 ORTHO HEIGHT -     1.226 (meters)        4.02  (feet) ADJUSTED
 DM5214  ______________________________________________________________________
 DM5214  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 DM5214  DYNAMIC HEIGHT  -          1.225 (meters)        4.02  (feet) COMP
 DM5214  MODELED GRAVITY -    980,133.3   (mgal)                       NAVD 88
 DM5214
 DM5214  VERT ORDER      -  FIRST     CLASS I
 DM5214
 DM5214.The horizontal coordinates were determined by differentially corrected
 DM5214.hand held GPS observations or other comparable positioning techniques
 DM5214.and have an estimated accuracy of +/- 3 meters.
 DM5214
 DM5214.The orthometric height was determined by differential leveling and
 DM5214.adjusted by the NATIONAL GEODETIC SURVEY
 DM5214.in May 2011.
 DM5214
 DM5214.No vertical observational check was made to the station.
 DM5214
 DM5214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5214.GEOID18 height accuracy estimate available here.
 DM5214
 DM5214.Click photographs - Photos may exist for this station.
 DM5214
 DM5214.The dynamic height is computed by dividing the NAVD 88
 DM5214.geopotential number by the normal gravity value computed on the
 DM5214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5214.degrees latitude (g = 980.6199 gals.).
 DM5214
 DM5214.The modeled gravity was interpolated from observed gravity values.
 DM5214
 DM5214;                    North         East    Units  Estimated Accuracy
 DM5214;SPC NJ       -    79,437.0     171,259.2     MT  (+/- 3 meters HH1 GPS) 
 DM5214
 DM5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6421277932(NAD 83)
 DM5214
 DM5214                          SUPERSEDED SURVEY CONTROL
 DM5214
 DM5214.No superseded survey control is available for this station.
 DM5214
 DM5214_MARKER: DD = SURVEY DISK
 DM5214_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5214_SP_SET: ELECTRICAL BOX BASE
 DM5214_STAMPING: 15 Y 3 2006
 DM5214_MARK LOGO: NJGS
 DM5214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5214+STABILITY: SURFACE MOTION
 DM5214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5214+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2019
 DM5214
 DM5214  HISTORY     - Date     Condition        Report By
 DM5214  HISTORY     - 20060713 MONUMENTED       NJGS
 DM5214  HISTORY     - 20190823 GOOD             NJGS
 DM5214
 DM5214                          STATION DESCRIPTION
 DM5214
 DM5214'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5214'THE STATION IS LOCATED IN THE BOROUGH OF BEACH HAVEN, SET IN A DRILL
 DM5214'HOLE IN THE SOUTHEAST CORNER OF A CONCRETE BASE FOR AN ELECTRICAL BOX
 DM5214'(SM11A) FOR AN UNDERGROUND PUMPING STATION AT THE JUNCTION OF WEST AND
 DM5214'NELSON AVENUES.
 DM5214'
 DM5214'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 72
 DM5214'EASTBOUND (WEST NINTH STREET) AND LONG BEACH BOULEVARD IN SHIP BOTTOM,
 DM5214'GO ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST ON LONG BEACH BOULEVARD TO
 DM5214'THE JUNCTION WITH NELSON AVENUE.  TURN RIGHT AND GO 0.1 MI (0.2 KM)
 DM5214'NORTHWEST ON NELSON AVENUE TO THE STATION ON THE LEFT.
 DM5214'
 DM5214'THE STATION IS 12.0 M (39.4 FT) SOUTHWEST OF THE CENTERLINE OF NELSON
 DM5214'AVENUE, 6.1 M (20.0 FT) SOUTHWEST OF POLE NUMBER T4026, 5.1 M (16.7
 DM5214'FT) EAST-SOUTHEAST OF A 10 FT (3.0 M) HIGH 8 INCH (20 CM) DIAMETER
 DM5214'INVERTED VENT PIPE, 14.0 M (45.9 FT) SOUTH-SOUTHEAST OF THE EXTENDED
 DM5214'CENTERLINE OF WEST AVENUE.
 DM5214
 DM5214                          STATION RECOVERY (2019)
 DM5214
 DM5214'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DM5214'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6009 ***********************************************************************
 DM6009  DESIGNATION -  15 Y 4
 DM6009  PID         -  DM6009
 DM6009  STATE/COUNTY-  NJ/OCEAN
 DM6009  COUNTRY     -  US
 DM6009  USGS QUAD   -  TOMS RIVER (2019)
 DM6009
 DM6009                         *CURRENT SURVEY CONTROL
 DM6009  ______________________________________________________________________
 DM6009* NAD 83(1986) POSITION- 39 55 35.     (N) 074 10 18.     (W)   SCALED
 DM6009* NAVD 88 ORTHO HEIGHT -     7.322 (meters)       24.02  (feet) ADJUSTED
 DM6009  ______________________________________________________________________
 DM6009  GEOID HEIGHT    -        -33.056 (meters)                     GEOID18
 DM6009  DYNAMIC HEIGHT  -          7.318 (meters)       24.01  (feet) COMP
 DM6009  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 DM6009
 DM6009  VERT ORDER      -  FIRST     CLASS II
 DM6009
 DM6009.The horizontal coordinates were scaled from a map and have
 DM6009.an estimated accuracy of +/- 6 seconds.
 DM6009
 DM6009.The orthometric height was determined by differential leveling and
 DM6009.adjusted by the NATIONAL GEODETIC SURVEY
 DM6009.in May 2011.
 DM6009
 DM6009.No vertical observational check was made to the station.
 DM6009
 DM6009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6009.GEOID18 height accuracy estimate available here.
 DM6009
 DM6009.Click photographs - Photos may exist for this station.
 DM6009
 DM6009.The dynamic height is computed by dividing the NAVD 88
 DM6009.geopotential number by the normal gravity value computed on the
 DM6009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6009.degrees latitude (g = 980.6199 gals.).
 DM6009
 DM6009.The modeled gravity was interpolated from observed gravity values.
 DM6009
 DM6009;                    North         East    Units  Estimated Accuracy
 DM6009;SPC NJ       -   121,390.      178,070.      MT  (+/- 180 meters Scaled)
 DM6009
 DM6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK707199(NAD 83)
 DM6009
 DM6009                          SUPERSEDED SURVEY CONTROL
 DM6009
 DM6009.No superseded survey control is available for this station.
 DM6009
 DM6009_MARKER: DD = SURVEY DISK
 DM6009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6009_STAMPING: 15 Y 4 2007
 DM6009_MARK LOGO: NJGS
 DM6009_PROJECTION: FLUSH
 DM6009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6009+STABILITY: SURFACE MOTION
 DM6009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6009+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 DM6009
 DM6009  HISTORY     - Date     Condition        Report By
 DM6009  HISTORY     - 20071105 MONUMENTED       NJGS
 DM6009  HISTORY     - 20160529 GOOD             GEOCAC
 DM6009
 DM6009                          STATION DESCRIPTION
 DM6009
 DM6009'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6009'THE STATION IS LOCATED IN BERKELEY TOWNSHIP, ON THE SOUTHWEST SIDE OF
 DM6009'US ROUTE 9, ABOUT 0.1 MI (0.2 KM) NORTHWEST OF THE ROUTE 9 CULVERT
 DM6009'SPANNING MILLING CREEK.
 DM6009'
 DM6009'THE STATION IS 33.7 FT (10.3 M) WEST OF THE CENTERLINE OF ROUTE 9,
 DM6009'11.2 FT (3.4 M) WEST OF THE WEST EDGE OF PAVING OF ROUTE 9, 101.1 FT
 DM6009'(30.8 M) SOUTH-SOUTHWEST OF POLE NUMBER BT2063B, 20.3 FT (6.2 M) NORTH
 DM6009'OF POLE NUMBER BT2062B, 50.2 FT (15.3 M) NORTH OF THE CENTERLINE OF
 DM6009'THE DRIVEWAY LEADING TO THE STERLING SALES EQUIPMENT COMPANY, 17.0 FT
 DM6009'(5.2 M) NORTHEAST OF THE NORTH LEG OF THE SIGN FOR THE SAME COMPANY,
 DM6009'6.9 FT (2.1 M) WEST OF THE MAILBOX POST FOR HOUSE NUMBER 176, 2.0 FT
 DM6009'(0.6 M) EAST OF A METAL WITNESS POST.
 DM6009
 DM6009                          STATION RECOVERY (2016)
 DM6009
 DM6009'RECOVERY NOTE BY GEOCACHING 2016 (DRB)
 DM6009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7948 ***********************************************************************
 DP7948  DESIGNATION -  15 Y 5
 DP7948  PID         -  DP7948
 DP7948  STATE/COUNTY-  NJ/OCEAN
 DP7948  COUNTRY     -  US
 DP7948  USGS QUAD   -  SEASIDE PARK (2019)
 DP7948
 DP7948                         *CURRENT SURVEY CONTROL
 DP7948  ______________________________________________________________________
 DP7948* NAD 83(1986) POSITION- 39 56 07.27   (N) 074 04 41.38   (W)   HD_HELD1
 DP7948* NAVD 88 ORTHO HEIGHT -     0.804 (meters)        2.64  (feet) ADJUSTED
 DP7948  ______________________________________________________________________
 DP7948  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 DP7948  DYNAMIC HEIGHT  -          0.803 (meters)        2.63  (feet) COMP
 DP7948  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 DP7948
 DP7948  VERT ORDER      -  FIRST     CLASS II
 DP7948
 DP7948.The horizontal coordinates were determined by differentially corrected
 DP7948.hand held GPS observations or other comparable positioning techniques
 DP7948.and have an estimated accuracy of +/- 3 meters.
 DP7948
 DP7948.The orthometric height was determined by differential leveling and
 DP7948.adjusted by the NATIONAL GEODETIC SURVEY
 DP7948.in September 2015.
 DP7948
 DP7948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7948.GEOID18 height accuracy estimate available here.
 DP7948
 DP7948.Click photographs - Photos may exist for this station.
 DP7948
 DP7948.The dynamic height is computed by dividing the NAVD 88
 DP7948.geopotential number by the normal gravity value computed on the
 DP7948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7948.degrees latitude (g = 980.6199 gals.).
 DP7948
 DP7948.The modeled gravity was interpolated from observed gravity values.
 DP7948
 DP7948;                    North         East    Units  Estimated Accuracy
 DP7948;SPC NJ       -   122,422.3     186,052.8     MT  (+/- 3 meters HH1 GPS) 
 DP7948
 DP7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7876220988(NAD 83)
 DP7948
 DP7948                          SUPERSEDED SURVEY CONTROL
 DP7948
 DP7948.No superseded survey control is available for this station.
 DP7948
 DP7948_MARKER: DD = SURVEY DISK
 DP7948_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DP7948_SP_SET: WATER TANK FOUNDATION
 DP7948_STAMPING: 15 Y 5 2012
 DP7948_MARK LOGO: NJGS
 DP7948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP7948+STABILITY: POSITION/ELEVATION WELL
 DP7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7948+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7948
 DP7948  HISTORY     - Date     Condition        Report By
 DP7948  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7948  HISTORY     - 20160411 GOOD             NJGS
 DP7948
 DP7948                          STATION DESCRIPTION
 DP7948
 DP7948'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7948'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHEAST OF FORKED
 DP7948'RIVER, 6.5 MI (10.5 KM) EAST OF TOMS RIVER AND 0.6 MI (1.0 KM) NORTH
 DP7948'OF SEASIDE PARK.
 DP7948'
 DP7948'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE PARK, ON THE SOUTH
 DP7948'SIDE OF DECATUR AVENUE, SET FLUSH IN A DRILL HOLE AT THE NORTH CORNER
 DP7948'OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF A SIX LEGGED TALL
 DP7948'WATER TANK, LOCATED BETWEEN NORTH.  BAYVIEW AVENUE AND LAKE AVENUE.
 DP7948'
 DP7948'THE STATION IS SET FLUSH IN THE PORTION OF THE FOOTING THAT IS BEYOND
 DP7948'A 6 FT (1.8 M) HIGH CHAIN LINK FENCE SURROUNDING THE WATER TANK
 DP7948'PROPERTY.
 DP7948'
 DP7948'THE STATION IS 7.8 FT (2.4 M) SOUTH FROM A FIRE HYDRANT, 9.2 FT (2.8
 DP7948'M) SOUTH FROM THE SOUTH CURB OF DECATUR AVENUE, 155.0 FT (47.2 M) WEST
 DP7948'FROM THE CENTERLINE OF THE SOUTHBOUND LANES OF NORTH.  BAYVIEW AVENUE,
 DP7948'47.0 FT (14.3 M) SOUTH-SOUTHEAST FROM WOOD UTILITY POLE NUMBER JC 589,
 DP7948'21.0 FT (6.4 M) WEST FROM THE NORTHEAST CORNER OF THE FENCE
 DP7948'SURROUNDING THE WATER TANK PROPERTY AND 47.6 FT (14.5 M) EAST FROM THE
 DP7948'NORTHWEST CORNER OF THE FENCE SURROUNDING THE WATER TANK PROPERTY.
 DP7948
 DP7948                          STATION RECOVERY (2016)
 DP7948
 DP7948'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7948'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4009 ***********************************************************************
 DQ4009  DESIGNATION -  15 Y 7
 DQ4009  PID         -  DQ4009
 DQ4009  STATE/COUNTY-  NJ/OCEAN
 DQ4009  COUNTRY     -  US
 DQ4009  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4009
 DQ4009                         *CURRENT SURVEY CONTROL
 DQ4009  ______________________________________________________________________
 DQ4009* NAD 83(1986) POSITION- 39 55 40.63   (N) 074 04 39.32   (W)   HD_HELD1
 DQ4009* NAVD 88 ORTHO HEIGHT -     1.637 (meters)        5.37  (feet) ADJUSTED
 DQ4009  ______________________________________________________________________
 DQ4009  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 DQ4009  DYNAMIC HEIGHT  -          1.637 (meters)        5.37  (feet) COMP
 DQ4009  MODELED GRAVITY -    980,163.9   (mgal)                       NAVD 88
 DQ4009
 DQ4009  VERT ORDER      -  FIRST     CLASS II
 DQ4009
 DQ4009.The horizontal coordinates were determined by differentially corrected
 DQ4009.hand held GPS observations or other comparable positioning techniques
 DQ4009.and have an estimated accuracy of +/- 3 meters.
 DQ4009
 DQ4009.The orthometric height was determined by differential leveling and
 DQ4009.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4009.in March 2017.
 DQ4009
 DQ4009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4009.GEOID18 height accuracy estimate available here.
 DQ4009
 DQ4009.Click photographs - Photos may exist for this station.
 DQ4009
 DQ4009.The dynamic height is computed by dividing the NAVD 88
 DQ4009.geopotential number by the normal gravity value computed on the
 DQ4009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4009.degrees latitude (g = 980.6199 gals.).
 DQ4009
 DQ4009.The modeled gravity was interpolated from observed gravity values.
 DQ4009
 DQ4009;                    North         East    Units  Estimated Accuracy
 DQ4009;SPC NJ       -   121,600.9     186,105.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4009
 DQ4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7882020167(NAD 83)
 DQ4009
 DQ4009                          SUPERSEDED SURVEY CONTROL
 DQ4009
 DQ4009.No superseded survey control is available for this station.
 DQ4009
 DQ4009_MARKER: DD = SURVEY DISK
 DQ4009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4009_STAMPING: 15 Y 7 2015
 DQ4009_MARK LOGO: NJDT
 DQ4009_PROJECTION: FLUSH
 DQ4009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4009+STABILITY: SURFACE MOTION
 DQ4009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4009+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 DQ4009
 DQ4009  HISTORY     - Date     Condition        Report By
 DQ4009  HISTORY     - UNK      MONUMENTED       NJDT
 DQ4009  HISTORY     - 20151110 GOOD             NJGS
 DQ4009
 DQ4009                          STATION DESCRIPTION
 DQ4009
 DQ4009'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4009'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTHEAST OF FORKED
 DQ4009'RIVER, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE TOWN
 DQ4009'OF SEASIDE PARK, NJ., IN THE BOROUGH OF SEASIDE PARK.
 DQ4009'
 DQ4009'THE STATION IS SET IN THE NORTH END OF A GRASS PARKING ISLAND BETWEEN
 DQ4009'THE NORTHBOUND AND SOUTHBOUND LANES OF NEW JERSEY STATE ROUTE 35 AT
 DQ4009'THE JUNCTION WITH G STREET.
 DQ4009'
 DQ4009'THE STATION IS 33.5 FT (10.2 M) SOUTH OF THE CENTERLINE OF G STREET,
 DQ4009'13 FT (4.0 M) SOUTH OF THE SOUTH CURB OF G STREET, 19.2 FT (5.9 M)
 DQ4009'EAST OF THE EAST CURB OF THE SOUTHBOUND LANES OF NEW JERSEY STATE
 DQ4009'ROUTE 35, 19.3 FT (5.9 M) WEST OF THE WEST CURB OF THE NORTHBOUND
 DQ4009'LANES OF NEW JERSEY STATE ROUTE 35, 2.2 FT (0.7 M) NORTH OF A 4 INCH
 DQ4009'(10 CM) TREE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4023 ***********************************************************************
 DQ4023  DESIGNATION -  15 Y 8
 DQ4023  PID         -  DQ4023
 DQ4023  STATE/COUNTY-  NJ/OCEAN
 DQ4023  COUNTRY     -  US
 DQ4023  USGS QUAD   -  POINT PLEASANT (2019)
 DQ4023
 DQ4023                         *CURRENT SURVEY CONTROL
 DQ4023  ______________________________________________________________________
 DQ4023* NAD 83(1986) POSITION- 40 01 35.85   (N) 074 03 14.66   (W)   HD_HELD1
 DQ4023* NAVD 88 ORTHO HEIGHT -     1.862 (meters)        6.11  (feet) ADJUSTED
 DQ4023  ______________________________________________________________________
 DQ4023  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 DQ4023  DYNAMIC HEIGHT  -          1.861 (meters)        6.11  (feet) COMP
 DQ4023  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 DQ4023
 DQ4023  VERT ORDER      -  FIRST     CLASS II
 DQ4023
 DQ4023.The horizontal coordinates were determined by differentially corrected
 DQ4023.hand held GPS observations or other comparable positioning techniques
 DQ4023.and have an estimated accuracy of +/- 3 meters.
 DQ4023
 DQ4023.The orthometric height was determined by differential leveling and
 DQ4023.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4023.in March 2017.
 DQ4023
 DQ4023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4023.GEOID18 height accuracy estimate available here.
 DQ4023
 DQ4023.Click photographs - Photos may exist for this station.
 DQ4023
 DQ4023.The dynamic height is computed by dividing the NAVD 88
 DQ4023.geopotential number by the normal gravity value computed on the
 DQ4023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4023.degrees latitude (g = 980.6199 gals.).
 DQ4023
 DQ4023.The modeled gravity was interpolated from observed gravity values.
 DQ4023
 DQ4023;                    North         East    Units  Estimated Accuracy
 DQ4023;SPC NJ       -   132,565.7     188,061.0     MT  (+/- 3 meters HH1 GPS) 
 DQ4023
 DQ4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8071331140(NAD 83)
 DQ4023
 DQ4023                          SUPERSEDED SURVEY CONTROL
 DQ4023
 DQ4023.No superseded survey control is available for this station.
 DQ4023
 DQ4023_MARKER: DD = SURVEY DISK
 DQ4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4023_STAMPING: 15 Y 8 2016
 DQ4023_MARK LOGO: NJDT
 DQ4023_PROJECTION: FLUSH
 DQ4023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4023+STABILITY: SURFACE MOTION
 DQ4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4023+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 DQ4023
 DQ4023  HISTORY     - Date     Condition        Report By
 DQ4023  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4023  HISTORY     - 20160602 GOOD             NJGS
 DQ4023
 DQ4023                          STATION DESCRIPTION
 DQ4023
 DQ4023'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4023'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH OF POINT PLEASANT
 DQ4023'BEACH, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF POINT PLEASANT AND 0.7 MI
 DQ4023'(1.1 KM) SOUTH OF MANTOLOKING, IN BRICK TOWNSHIP.
 DQ4023'
 DQ4023'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 35 AND
 DQ4023'HERBERT AVENUE (COUNTY ROUTE 528), GO 0.9 MI (1.4 KM) SOUTH ON NEW
 DQ4023'JERSEY STATE HIGHWAY 35 TO THE STATION ON THE RIGHT, ON THE WEST SIDE
 DQ4023'OF NEW JERSEY STATE HIGHWAY 35.
 DQ4023'
 DQ4023'IT IS 7 FT (2.1 M) NORTHWEST OF THE CURB OF NEW JERSEY STATE HIGHWAY
 DQ4023'35, 54 FT (16.5 M) SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE
 DQ4023'NUMBER 101, 28.5 FT (8.7 M) NORTH OF MILEPOST MARKER 9, 29 FT (8.8 M)
 DQ4023'NORTH OF POLE NUMBER JC3771BK, 32 FT (9.8 M) NORTHWEST OF THE SOUTH
 DQ4023'NOSE OF THE ON RAMP FROM NORTHBOUND LANES OF NEW JERSEY STATE HIGHWAY
 DQ4023'35 ONTO THE SOUTHBOUND LANES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6475 ***********************************************************************
 DR6475  DESIGNATION -  15 Y 9
 DR6475  PID         -  DR6475
 DR6475  STATE/COUNTY-  NJ/OCEAN
 DR6475  COUNTRY     -  US
 DR6475  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6475
 DR6475                         *CURRENT SURVEY CONTROL
 DR6475  ______________________________________________________________________
 DR6475* NAD 83(1986) POSITION- 39 37 40.72   (N) 074 11 32.92   (W)   HD_HELD1
 DR6475* NAVD 88 ORTHO HEIGHT -     1.043 (meters)        3.42  (feet) ADJUSTED
 DR6475  ______________________________________________________________________
 DR6475  GEOID HEIGHT    -        -33.629 (meters)                     GEOID18
 DR6475  DYNAMIC HEIGHT  -          1.043 (meters)        3.42  (feet) COMP
 DR6475  MODELED GRAVITY -    980,147.7   (mgal)                       NAVD 88
 DR6475
 DR6475  VERT ORDER      -  FIRST     CLASS II
 DR6475
 DR6475.The horizontal coordinates were determined by differentially corrected
 DR6475.hand held GPS observations or other comparable positioning techniques
 DR6475.and have an estimated accuracy of +/- 3 meters.
 DR6475
 DR6475.The orthometric height was determined by differential leveling and
 DR6475.adjusted by the NATIONAL GEODETIC SURVEY
 DR6475.in February 2021.
 DR6475
 DR6475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6475.GEOID18 height accuracy estimate available here.
 DR6475
 DR6475.Click photographs - Photos may exist for this station.
 DR6475
 DR6475.The dynamic height is computed by dividing the NAVD 88
 DR6475.geopotential number by the normal gravity value computed on the
 DR6475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6475.degrees latitude (g = 980.6199 gals.).
 DR6475
 DR6475.The modeled gravity was interpolated from observed gravity values.
 DR6475
 DR6475;                    North         East    Units  Estimated Accuracy
 DR6475;SPC NJ       -    88,257.7     176,399.8     MT  (+/- 3 meters HH1 GPS) 
 DR6475
 DR6475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6930286779(NAD 83)
 DR6475
 DR6475                          SUPERSEDED SURVEY CONTROL
 DR6475
 DR6475.No superseded survey control is available for this station.
 DR6475
 DR6475_MARKER: DD = SURVEY DISK
 DR6475_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6475_SP_SET: JUNCTION BOX
 DR6475_STAMPING: 15 Y 9 2019
 DR6475_MARK LOGO: NJGS
 DR6475_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6475+STABILITY: SURFACE MOTION
 DR6475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6475+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2019
 DR6475
 DR6475  HISTORY     - Date     Condition        Report By
 DR6475  HISTORY     - 20190319 MONUMENTED       NJGS
 DR6475
 DR6475                          STATION DESCRIPTION
 DR6475
 DR6475'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6475'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP, BRANT BEACH ABOUT 6.2 MI
 DR6475'(10.0 KM) EAST OF WEST CREEK, 5.5 MI (8.8 KM) NORTH-NORTHEAST OF BEACH
 DR6475'HAVEN AND 1.2 MI (1.9 KM) SOUTH-SOUTHWEST OF SHIP BOTTOM.
 DR6475'
 DR6475'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6475'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO SOUTH ON LONG BEACH
 DR6475'BOULEVARD FOR 1.7 MI (2.7 KM) TO THE STATION ON THE RIGHT, SET IN A
 DR6475'DRILL HOLE IN NORTHWEST CORNER OF AN NEW JERSEY DEPARTMENT OF
 DR6475'TRANSPORTATION ELECTRICAL JUNCTION BOX.
 DR6475'
 DR6475'IT IS ABOUT 41 FT (12.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE EXTENDED
 DR6475'OF EAST 48TH STREET, 70 FT (21.3 M) SOUTH-SOUTHWEST OF UTILITY POLE
 DR6475'P7177 BT-257, 41.5 FT (12.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DR6475'DRIVEWAY EXIT OF THE SAINT FRANCIS OF ASSISI CHURCH, 32.5 FT (9.9 M)
 DR6475'NORTHEAST OF UTILITY POLE NUMBER P39936 BT-258, 12.9 FT (3.9 M)
 DR6475'SOUTH-SOUTHWEST OF TRAFFIC SIGNAL MAST AND 3.9 FT (1.2 M)
 DR6475'WEST-NORTHWEST OF NORTHWEST CURB OF LONG BEACH ISLAND BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6312 ***********************************************************************
 KV6312  DESIGNATION -  15 Z 1
 KV6312  PID         -  KV6312
 KV6312  STATE/COUNTY-  NJ/OCEAN
 KV6312  COUNTRY     -  US
 KV6312  USGS QUAD   -  ROOSEVELT (2019)
 KV6312
 KV6312                         *CURRENT SURVEY CONTROL
 KV6312  ______________________________________________________________________
 KV6312* NAD 83(1986) POSITION- 40 09 40.     (N) 074 23 42.     (W)   SCALED
 KV6312* NAVD 88 ORTHO HEIGHT -    48.133 (meters)      157.92  (feet) ADJUSTED
 KV6312  ______________________________________________________________________
 KV6312  GEOID HEIGHT    -        -32.402 (meters)                     GEOID18
 KV6312  DYNAMIC HEIGHT  -         48.112 (meters)      157.85  (feet) COMP
 KV6312  MODELED GRAVITY -    980,207.3   (mgal)                       NAVD 88
 KV6312
 KV6312  VERT ORDER      -  FIRST     CLASS II
 KV6312
 KV6312.The horizontal coordinates were scaled from a map and have
 KV6312.an estimated accuracy of +/- 6 seconds.
 KV6312
 KV6312.The orthometric height was determined by differential leveling and
 KV6312.adjusted by the NATIONAL GEODETIC SURVEY
 KV6312.in June 1991.
 KV6312
 KV6312.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6312.GEOID18 height accuracy estimate available here.
 KV6312
 KV6312.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK515458(NAD 83)
 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
 KV6312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6312.See file dsdata.pdf to determine how the superseded data were derived.
 KV6312
 KV6312_MARKER: Z = SEE DESCRIPTION
 KV6312_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 = JULY 24, 2026 22:12:30 EDT
 DR6495 ***********************************************************************
 DR6495  DESIGNATION -  15 Z 10
 DR6495  PID         -  DR6495
 DR6495  STATE/COUNTY-  NJ/OCEAN
 DR6495  COUNTRY     -  US
 DR6495  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6495
 DR6495                         *CURRENT SURVEY CONTROL
 DR6495  ______________________________________________________________________
 DR6495* NAD 83(1986) POSITION- 39 43 12.84   (N) 074 07 37.04   (W)   HD_HELD1
 DR6495* NAVD 88 ORTHO HEIGHT -     1.516 (meters)        4.97  (feet) ADJUSTED
 DR6495  ______________________________________________________________________
 DR6495  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 DR6495  DYNAMIC HEIGHT  -          1.515 (meters)        4.97  (feet) COMP
 DR6495  MODELED GRAVITY -    980,158.7   (mgal)                       NAVD 88
 DR6495
 DR6495  VERT ORDER      -  FIRST     CLASS II
 DR6495
 DR6495.The horizontal coordinates were determined by differentially corrected
 DR6495.hand held GPS observations or other comparable positioning techniques
 DR6495.and have an estimated accuracy of +/- 3 meters.
 DR6495
 DR6495.The orthometric height was determined by differential leveling and
 DR6495.adjusted by the NATIONAL GEODETIC SURVEY
 DR6495.in February 2021.
 DR6495
 DR6495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6495.GEOID18 height accuracy estimate available here.
 DR6495
 DR6495.Click photographs - Photos may exist for this station.
 DR6495
 DR6495.The dynamic height is computed by dividing the NAVD 88
 DR6495.geopotential number by the normal gravity value computed on the
 DR6495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6495.degrees latitude (g = 980.6199 gals.).
 DR6495
 DR6495.The modeled gravity was interpolated from observed gravity values.
 DR6495
 DR6495;                    North         East    Units  Estimated Accuracy
 DR6495;SPC NJ       -    98,521.0     181,982.2     MT  (+/- 3 meters HH1 GPS) 
 DR6495
 DR6495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7482697070(NAD 83)
 DR6495
 DR6495                          SUPERSEDED SURVEY CONTROL
 DR6495
 DR6495.No superseded survey control is available for this station.
 DR6495
 DR6495_MARKER: DD = SURVEY DISK
 DR6495_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6495_SP_SET: CHAMBER
 DR6495_STAMPING: 15 Z 10 2019
 DR6495_MARK LOGO: NJGS
 DR6495_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6495+STABILITY: SURFACE MOTION
 DR6495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6495+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 DR6495
 DR6495  HISTORY     - Date     Condition        Report By
 DR6495  HISTORY     - 20191002 MONUMENTED       NJGS
 DR6495
 DR6495                          STATION DESCRIPTION
 DR6495
 DR6495'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6495'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF FORKED
 DR6495'RIVER, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 2.8 MI (4.5
 DR6495'KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN LONG BEACH TOWNSHIP.
 DR6495'
 DR6495'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6495'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 5.8 MI
 DR6495'(9.3 KM) NORTH ON LONG BEACH BOULEVARD TO A PAVED ROAD ON THE RIGHT
 DR6495'LEADING TO PUBLIC PARKING AND A TENNIS COMPLEX.  TURN RIGHT AND GO
 DR6495'ABOUT 150 FT (45.7 M) EAST TO THE STATION ON THE RIGHT, SET IN A DRILL
 DR6495'HOLE IN THE SOUTHEAST CORNER OF THE TOP OF AN ACCESS CHAMBER BETWEEN
 DR6495'THE REST ROOMS AND THE SPS-11 SOUTH LOVELADIES LIFT STATION (OCEAN
 DR6495'COUNTY UTILITY AUTHORITY).
 DR6495'
 DR6495'IT IS 149 FT (45.4 M) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 DR6495'LANES OF LONG BEACH BOULEVARD, 31 FT (9.4 M) SOUTH-SOUTHWEST OF THE
 DR6495'CENTERLINE OF THE STREET, 3.3 FT (1.0 M) SOUTHWEST OF A FIRE HYDRANT
 DR6495'AND 3.6 FT (1.1 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DR6495'CHAIN LINK FENCE FOR THE PUMPING STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6516 ***********************************************************************
 DR6516  DESIGNATION -  15 Z 11
 DR6516  PID         -  DR6516
 DR6516  STATE/COUNTY-  NJ/OCEAN
 DR6516  COUNTRY     -  US
 DR6516  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6516
 DR6516                         *CURRENT SURVEY CONTROL
 DR6516  ______________________________________________________________________
 DR6516* NAD 83(1986) POSITION- 39 43 05.32   (N) 074 07 43.01   (W)   HD_HELD1
 DR6516* NAVD 88 ORTHO HEIGHT -     1.547 (meters)        5.08  (feet) ADJUSTED
 DR6516  ______________________________________________________________________
 DR6516  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 DR6516  DYNAMIC HEIGHT  -          1.546 (meters)        5.07  (feet) COMP
 DR6516  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 DR6516
 DR6516  VERT ORDER      -  FIRST     CLASS II
 DR6516
 DR6516.The horizontal coordinates were determined by differentially corrected
 DR6516.hand held GPS observations or other comparable positioning techniques
 DR6516.and have an estimated accuracy of +/- 3 meters.
 DR6516
 DR6516.The orthometric height was determined by differential leveling and
 DR6516.adjusted by the NATIONAL GEODETIC SURVEY
 DR6516.in February 2021.
 DR6516
 DR6516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6516.GEOID18 height accuracy estimate available here.
 DR6516
 DR6516.Click photographs - Photos may exist for this station.
 DR6516
 DR6516.The dynamic height is computed by dividing the NAVD 88
 DR6516.geopotential number by the normal gravity value computed on the
 DR6516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6516.degrees latitude (g = 980.6199 gals.).
 DR6516
 DR6516.The modeled gravity was interpolated from observed gravity values.
 DR6516
 DR6516;                    North         East    Units  Estimated Accuracy
 DR6516;SPC NJ       -    98,288.5     181,841.0     MT  (+/- 3 meters HH1 GPS) 
 DR6516
 DR6516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7468696837(NAD 83)
 DR6516
 DR6516                          SUPERSEDED SURVEY CONTROL
 DR6516
 DR6516.No superseded survey control is available for this station.
 DR6516
 DR6516_MARKER: DD = SURVEY DISK
 DR6516_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6516_SP_SET: CURB
 DR6516_STAMPING: 15 Z 11 2020
 DR6516_MARK LOGO: USACE
 DR6516_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6516+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6516
 DR6516  HISTORY     - Date     Condition        Report By
 DR6516  HISTORY     - 20200422 MONUMENTED       USACE
 DR6516  HISTORY     - 20200825 GOOD             NJGS
 DR6516
 DR6516                          STATION DESCRIPTION
 DR6516
 DR6516'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6516'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF FORKED
 DR6516'RIVER, 5.9 MI (9.5 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 3.0 MI (4.8
 DR6516'KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN LONG BEACH TOWNSHIP.
 DR6516'
 DR6516'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6516'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 5.6 MI
 DR6516'(9.0 KM) NORTH ON LONG BEACH BOULEVARD TO THE STATION ON THE LEFT, SET
 DR6516'IN A DRILL HOLE IN THE CURB IN THE MEDIAN ISLAND, NEAR THE MEDIAN CUT
 DR6516'THROUGH IN FRONT OF HOUSE NUMBER 36 ON THE EAST SIDE OF LONG BEACH
 DR6516'BOULEVARD.
 DR6516'
 DR6516'IT IS 22.8 FT (6.9 M) SOUTHWEST OF A MANHOLE, 40 FT (12.2 M) SOUTHEAST
 DR6516'OF POLE NUMBER BT33LB, 48 FT (14.6 M) NORTHWEST OF A FIRE HYDRANT AND
 DR6516'54.5 FT (16.6 M) WEST OF POLE NUMBER P35749.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5216 ***********************************************************************
 DM5216  DESIGNATION -  15 Z 3
 DM5216  PID         -  DM5216
 DM5216  STATE/COUNTY-  NJ/OCEAN
 DM5216  COUNTRY     -  US
 DM5216  USGS QUAD   -  TUCKERTON (2019)
 DM5216
 DM5216                         *CURRENT SURVEY CONTROL
 DM5216  ______________________________________________________________________
 DM5216* NAD 83(1986) POSITION- 39 32 10.03   (N) 074 15 35.87   (W)   HD_HELD1
 DM5216* NAVD 88 ORTHO HEIGHT -     1.740 (meters)        5.71  (feet) ADJUSTED
 DM5216  ______________________________________________________________________
 DM5216  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 DM5216  DYNAMIC HEIGHT  -          1.739 (meters)        5.71  (feet) COMP
 DM5216  MODELED GRAVITY -    980,130.6   (mgal)                       NAVD 88
 DM5216
 DM5216  VERT ORDER      -  FIRST     CLASS I
 DM5216
 DM5216.The horizontal coordinates were determined by differentially corrected
 DM5216.hand held GPS observations or other comparable positioning techniques
 DM5216.and have an estimated accuracy of +/- 3 meters.
 DM5216
 DM5216.The orthometric height was determined by differential leveling and
 DM5216.adjusted by the NATIONAL GEODETIC SURVEY
 DM5216.in May 2011.
 DM5216
 DM5216.No vertical observational check was made to the station.
 DM5216
 DM5216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5216.GEOID18 height accuracy estimate available here.
 DM5216
 DM5216.Click photographs - Photos may exist for this station.
 DM5216
 DM5216.The dynamic height is computed by dividing the NAVD 88
 DM5216.geopotential number by the normal gravity value computed on the
 DM5216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5216.degrees latitude (g = 980.6199 gals.).
 DM5216
 DM5216.The modeled gravity was interpolated from observed gravity values.
 DM5216
 DM5216;                    North         East    Units  Estimated Accuracy
 DM5216;SPC NJ       -    78,042.3     170,633.6     MT  (+/- 3 meters HH1 GPS) 
 DM5216
 DM5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6359476534(NAD 83)
 DM5216
 DM5216                          SUPERSEDED SURVEY CONTROL
 DM5216
 DM5216.No superseded survey control is available for this station.
 DM5216
 DM5216_MARKER: DD = SURVEY DISK
 DM5216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5216_SP_SET: CURB
 DM5216_STAMPING: 15 Z 3 2006
 DM5216_MARK LOGO: NJGS
 DM5216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5216+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2019
 DM5216
 DM5216  HISTORY     - Date     Condition        Report By
 DM5216  HISTORY     - 20060710 MONUMENTED       NJGS
 DM5216  HISTORY     - 20190823 GOOD             NJGS
 DM5216
 DM5216                          STATION DESCRIPTION
 DM5216
 DM5216'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DM5216'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP, IN HOLGATE SET IN A
 DM5216'DRILL HOLE IN THE CURB ON THE SOUTHWEST CORNER OF JACQUELINE AVENUE
 DM5216'AND LONG BEACH BOULEVARD.
 DM5216'
 DM5216'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 72
 DM5216'EASTBOUND (WEST NINTH STREET) AND LONG BEACH BOULEVARD IN SHIP BOTTOM,
 DM5216'GO ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHWEST ON LONG BEACH BOULEVARD TO
 DM5216'THE JUNCTION WITH JACQUELINE AVENUE AND THE STATION ON THE RIGHT.
 DM5216'
 DM5216'THE STATION IS 21.3 FT (6.5 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DM5216'LONG BEACH BOULEVARD, 40.0 FT (12.2 M) SOUTH-SOUTHWEST OF THE
 DM5216'CENTERLINE OF JACQUELINE AVENUE, 19.3 FT (5.9 M) SOUTH OF A STREET
 DM5216'SIGN, 52.6 FT (16.0 M) FROM THE EAST CORNER OF HOUSE NUMBER 2
 DM5216'JACQUELINE AVENUE
 DM5216
 DM5216                          STATION RECOVERY (2019)
 DM5216
 DM5216'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DM5216'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6008 ***********************************************************************
 DM6008  DESIGNATION -  15 Z 4
 DM6008  PID         -  DM6008
 DM6008  STATE/COUNTY-  NJ/OCEAN
 DM6008  COUNTRY     -  US
 DM6008  USGS QUAD   -  TOMS RIVER (2019)
 DM6008
 DM6008                         *CURRENT SURVEY CONTROL
 DM6008  ______________________________________________________________________
 DM6008* NAD 83(1986) POSITION- 39 55 14.59   (N) 074 09 45.07   (W)   HD_HELD1
 DM6008* NAVD 88 ORTHO HEIGHT -    10.728 (meters)       35.20  (feet) ADJUSTED
 DM6008  ______________________________________________________________________
 DM6008  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 DM6008  DYNAMIC HEIGHT  -         10.723 (meters)       35.18  (feet) COMP
 DM6008  MODELED GRAVITY -    980,161.5   (mgal)                       NAVD 88
 DM6008
 DM6008  VERT ORDER      -  FIRST     CLASS II
 DM6008
 DM6008.The horizontal coordinates were determined by differentially corrected
 DM6008.hand held GPS observations or other comparable positioning techniques
 DM6008.and have an estimated accuracy of +/- 3 meters.
 DM6008
 DM6008.The orthometric height was determined by differential leveling and
 DM6008.adjusted by the NATIONAL GEODETIC SURVEY
 DM6008.in May 2011.
 DM6008
 DM6008.No vertical observational check was made to the station.
 DM6008
 DM6008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6008.GEOID18 height accuracy estimate available here.
 DM6008
 DM6008.Click photographs - Photos may exist for this station.
 DM6008
 DM6008.The dynamic height is computed by dividing the NAVD 88
 DM6008.geopotential number by the normal gravity value computed on the
 DM6008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6008.degrees latitude (g = 980.6199 gals.).
 DM6008
 DM6008.The modeled gravity was interpolated from observed gravity values.
 DM6008
 DM6008;                    North         East    Units  Estimated Accuracy
 DM6008;SPC NJ       -   120,767.0     178,849.2     MT  (+/- 3 meters HH1 GPS) 
 DM6008
 DM6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7157019293(NAD 83)
 DM6008
 DM6008                          SUPERSEDED SURVEY CONTROL
 DM6008
 DM6008.No superseded survey control is available for this station.
 DM6008
 DM6008_MARKER: DD = SURVEY DISK
 DM6008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6008_STAMPING: 15 Z 4 2007
 DM6008_MARK LOGO: NJGS
 DM6008_PROJECTION: FLUSH
 DM6008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6008+STABILITY: SURFACE MOTION
 DM6008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6008+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2016
 DM6008
 DM6008  HISTORY     - Date     Condition        Report By
 DM6008  HISTORY     - 20071105 MONUMENTED       NJGS
 DM6008  HISTORY     - 20160529 GOOD             GEOCAC
 DM6008
 DM6008                          STATION DESCRIPTION
 DM6008
 DM6008'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DM6008'THE STATION IS LOCATED IN BERKELEY TOWNSHIP, ON THE SOUTHWEST SIDE OF
 DM6008'US ROUTE 9, ABOUT 17.7 FT (5.4 M) SOUTHEAST OF THE CENTERLINE EXTENDED
 DM6008'OF SCOTT DRIVE, IN BETWEEN AN AUTO ZONE STORE AND A ACE HARDWARE
 DM6008'STORE.
 DM6008'
 DM6008'THE STATION IS 13.0 FT (4.0 M) SOUTHWEST OF THE SOUTHWEST CURB OF
 DM6008'ROUTE 9, 11.6 FT (3.5 M) SOUTHWEST OF POLE NUMBER BT2036B, 23.2 FT
 DM6008'(7.1 M) SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE ACE
 DM6008'HARDWARE STORE, 112.3 FT (34.2 M) NORTHWEST OF POLE NUMBER BT2035B,
 DM6008'2.0 FT (0.6 M) NORTHEAST OF A METAL WITNESS POST.
 DM6008
 DM6008                          STATION RECOVERY (2016)
 DM6008
 DM6008'RECOVERY NOTE BY GEOCACHING 2016 (DRB)
 DM6008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7949 ***********************************************************************
 DP7949  DESIGNATION -  15 Z 5
 DP7949  PID         -  DP7949
 DP7949  STATE/COUNTY-  NJ/OCEAN
 DP7949  COUNTRY     -  US
 DP7949  USGS QUAD   -  SEASIDE PARK (2019)
 DP7949
 DP7949                         *CURRENT SURVEY CONTROL
 DP7949  ______________________________________________________________________
 DP7949* NAD 83(1986) POSITION- 39 58 06.89   (N) 074 04 17.51   (W)   HD_HELD1
 DP7949* NAVD 88 ORTHO HEIGHT -     1.749 (meters)        5.74  (feet) ADJUSTED
 DP7949  ______________________________________________________________________
 DP7949  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 DP7949  DYNAMIC HEIGHT  -          1.748 (meters)        5.73  (feet) COMP
 DP7949  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 DP7949
 DP7949  VERT ORDER      -  FIRST     CLASS II
 DP7949
 DP7949.The horizontal coordinates were determined by differentially corrected
 DP7949.hand held GPS observations or other comparable positioning techniques
 DP7949.and have an estimated accuracy of +/- 3 meters.
 DP7949
 DP7949.The orthometric height was determined by differential leveling and
 DP7949.adjusted by the NATIONAL GEODETIC SURVEY
 DP7949.in September 2015.
 DP7949
 DP7949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7949.GEOID18 height accuracy estimate available here.
 DP7949
 DP7949.Click photographs - Photos may exist for this station.
 DP7949
 DP7949.The dynamic height is computed by dividing the NAVD 88
 DP7949.geopotential number by the normal gravity value computed on the
 DP7949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7949.degrees latitude (g = 980.6199 gals.).
 DP7949
 DP7949.The modeled gravity was interpolated from observed gravity values.
 DP7949
 DP7949;                    North         East    Units  Estimated Accuracy
 DP7949;SPC NJ       -   126,114.0     186,601.8     MT  (+/- 3 meters HH1 GPS) 
 DP7949
 DP7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7929024682(NAD 83)
 DP7949
 DP7949                          SUPERSEDED SURVEY CONTROL
 DP7949
 DP7949.No superseded survey control is available for this station.
 DP7949
 DP7949_MARKER: DD = SURVEY DISK
 DP7949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7949_SP_SET: WATER TANK FOUNDATION
 DP7949_STAMPING: 15 Z 5 2012
 DP7949_MARK LOGO: NJGS
 DP7949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7949+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7949
 DP7949  HISTORY     - Date     Condition        Report By
 DP7949  HISTORY     - 20120629 MONUMENTED       NJGS
 DP7949  HISTORY     - 20160411 GOOD             NJGS
 DP7949
 DP7949                          STATION DESCRIPTION
 DP7949
 DP7949'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7949'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF POINT PLEASANT,
 DP7949'6.8 MI (10.9 KM) EAST OF TOMS RIVER AND 2.9 MI (4.7 KM) NORTH OF
 DP7949'SEASIDE PARK.
 DP7949'
 DP7949'THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE, ON THE NORTH SIDE
 DP7949'OF BROOKLYN AVENUE ON THE GROUNDS OF THE DEPARTMENT OF PUBLIC WORKS
 DP7949'AND WATER UTILITY FACILITY, SET FLUSH IN A DRILL HOLE AT THE NORTHEAST
 DP7949'CORNER OF THE CIRCULAR CONCRETE FOUNDATION OF THE WATER TANK, JUST
 DP7949'EAST OF A GARAGE TYPE METAL ACCESS DOOR.
 DP7949'
 DP7949'THE STATION IS 6.0 FT (1.8 M) EAST FROM THE CENTERLINE OF THE GARAGE
 DP7949'TYPE METAL ACCESS DOOR, 47.0 FT (14.3 M) WEST FROM THE CENTERLINE
 DP7949'EXTENDED OF THE ACCESS DRIVEWAY LEADING TO BROOKLYN AVENUE, 80.0 FT
 DP7949'(24.4 M) NORTH FROM THE CENTERLINE OF BROOKLYN AVENUE AND 0.5 FT (15
 DP7949'CM) NORTH FROM THE NORTH FACE OF THE STEEL DOOR FRAME.
 DP7949
 DP7949                          STATION RECOVERY (2016)
 DP7949
 DP7949'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7949'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7908 ***********************************************************************
 DP7908  DESIGNATION -  15 Z 6
 DP7908  PID         -  DP7908
 DP7908  STATE/COUNTY-  NJ/OCEAN
 DP7908  COUNTRY     -  US
 DP7908  USGS QUAD   -  POINT PLEASANT (2019)
 DP7908
 DP7908                         *CURRENT SURVEY CONTROL
 DP7908  ______________________________________________________________________
 DP7908* NAD 83(1986) POSITION- 40 05 10.40   (N) 074 02 22.38   (W)   HD_HELD1
 DP7908* NAVD 88 ORTHO HEIGHT -     2.573 (meters)        8.44  (feet) ADJUSTED
 DP7908  ______________________________________________________________________
 DP7908  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 DP7908  DYNAMIC HEIGHT  -          2.571 (meters)        8.44  (feet) COMP
 DP7908  MODELED GRAVITY -    980,157.3   (mgal)                       NAVD 88
 DP7908
 DP7908  VERT ORDER      -  FIRST     CLASS II
 DP7908
 DP7908.The horizontal coordinates were determined by differentially corrected
 DP7908.hand held GPS observations or other comparable positioning techniques
 DP7908.and have an estimated accuracy of +/- 3 meters.
 DP7908
 DP7908.The orthometric height was determined by differential leveling and
 DP7908.adjusted by the NATIONAL GEODETIC SURVEY
 DP7908.in March 2017.
 DP7908
 DP7908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7908.GEOID18 height accuracy estimate available here.
 DP7908
 DP7908.Click photographs - Photos may exist for this station.
 DP7908
 DP7908.The dynamic height is computed by dividing the NAVD 88
 DP7908.geopotential number by the normal gravity value computed on the
 DP7908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7908.degrees latitude (g = 980.6199 gals.).
 DP7908
 DP7908.The modeled gravity was interpolated from observed gravity values.
 DP7908
 DP7908;                    North         East    Units  Estimated Accuracy
 DP7908;SPC NJ       -   139,188.8     189,266.2     MT  (+/- 3 meters HH1 GPS) 
 DP7908
 DP7908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8188137769(NAD 83)
 DP7908
 DP7908                          SUPERSEDED SURVEY CONTROL
 DP7908
 DP7908  NAVD 88 (09/24/15)    2.570  (m)            8.43   (f) SUPERSEDED  1 2
 DP7908
 DP7908.Superseded values are not recommended for survey control.
 DP7908
 DP7908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7908.See file dsdata.pdf to determine how the superseded data were derived.
 DP7908
 DP7908_MARKER: DD = SURVEY DISK
 DP7908_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7908_SP_SET: CURB
 DP7908_STAMPING: 15 Z 6 2013
 DP7908_MARK LOGO: NJGS
 DP7908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7908+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2025
 DP7908
 DP7908  HISTORY     - Date     Condition        Report By
 DP7908  HISTORY     - 20130821 MONUMENTED       NJGS
 DP7908  HISTORY     - 20160411 GOOD             NJGS
 DP7908  HISTORY     - 20250319 GOOD             LOCENG
 DP7908
 DP7908                          STATION DESCRIPTION
 DP7908
 DP7908'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7908'THE STATION IS LOCATED ABOUT 9.5 MI (15.2 KM) EAST OF LAKEWOOD, 1.5 MI
 DP7908'(2.4 KM) EAST OF POINT PLEASANT AND 0.7 MI (1.1 KM) SOUTHEAST OF POINT
 DP7908'PLEASANT BEACH, IN POINT PLEASANT BEACH BOROUGH.
 DP7908'
 DP7908'THE STATION IS SET IN A DRILL HOLE IN THE NORTH CURBLINE OF
 DP7908'PHILADELPHIA AVENUE AT THE NORTHWEST CORNER OF THE JUNCTION WITH OCEAN
 DP7908'AVENUE.
 DP7908'
 DP7908'THE STATION IS 22 FT (6.7 M) NORTH OF THE CENTERLINE OF PHILADELPHIA
 DP7908'AVENUE, 28 FT (8.5 M) WEST OF THE CENTERLINE OF OCEAN AVENUE, 18 FT
 DP7908'(5.5 M) SOUTHWEST OF A UTILITY POLE, 16.5 FT (5.0 M) SOUTHWEST OF A
 DP7908'FIRE HYDRANT, 55.8 FT (17.0 M) EAST OF POLE NUMBER JC577PP, 1 FT (0.3
 DP7908'M) SOUTH OF A WITNESS POST.
 DP7908
 DP7908                          STATION RECOVERY (2016)
 DP7908
 DP7908'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7908'RECOVERED AS DESCRIBED.
 DP7908
 DP7908                          STATION RECOVERY (2025)
 DP7908
 DP7908'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2025 (RAL)
 DP7908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4010 ***********************************************************************
 DQ4010  DESIGNATION -  15 Z 7
 DQ4010  PID         -  DQ4010
 DQ4010  STATE/COUNTY-  NJ/OCEAN
 DQ4010  COUNTRY     -  US
 DQ4010  USGS QUAD   -  SEASIDE PARK (2019)
 DQ4010
 DQ4010                         *CURRENT SURVEY CONTROL
 DQ4010  ______________________________________________________________________
 DQ4010* NAD 83(1986) POSITION- 39 55 25.67   (N) 074 04 41.67   (W)   HD_HELD1
 DQ4010* NAVD 88 ORTHO HEIGHT -     1.609 (meters)        5.28  (feet) ADJUSTED
 DQ4010  ______________________________________________________________________
 DQ4010  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 DQ4010  DYNAMIC HEIGHT  -          1.608 (meters)        5.28  (feet) COMP
 DQ4010  MODELED GRAVITY -    980,163.9   (mgal)                       NAVD 88
 DQ4010
 DQ4010  VERT ORDER      -  FIRST     CLASS II
 DQ4010
 DQ4010.The horizontal coordinates were determined by differentially corrected
 DQ4010.hand held GPS observations or other comparable positioning techniques
 DQ4010.and have an estimated accuracy of +/- 3 meters.
 DQ4010
 DQ4010.The orthometric height was determined by differential leveling and
 DQ4010.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4010.in March 2017.
 DQ4010
 DQ4010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4010.GEOID18 height accuracy estimate available here.
 DQ4010
 DQ4010.Click photographs - Photos may exist for this station.
 DQ4010
 DQ4010.The dynamic height is computed by dividing the NAVD 88
 DQ4010.geopotential number by the normal gravity value computed on the
 DQ4010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4010.degrees latitude (g = 980.6199 gals.).
 DQ4010
 DQ4010.The modeled gravity was interpolated from observed gravity values.
 DQ4010
 DQ4010;                    North         East    Units  Estimated Accuracy
 DQ4010;SPC NJ       -   121,139.3     186,052.0     MT  (+/- 3 meters HH1 GPS) 
 DQ4010
 DQ4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7876919706(NAD 83)
 DQ4010
 DQ4010                          SUPERSEDED SURVEY CONTROL
 DQ4010
 DQ4010.No superseded survey control is available for this station.
 DQ4010
 DQ4010_MARKER: DD = SURVEY DISK
 DQ4010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4010_STAMPING: 15 Z 7 2015
 DQ4010_MARK LOGO: NJDT
 DQ4010_PROJECTION: FLUSH
 DQ4010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4010+STABILITY: SURFACE MOTION
 DQ4010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4010+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2025
 DQ4010
 DQ4010  HISTORY     - Date     Condition        Report By
 DQ4010  HISTORY     - 2015     MONUMENTED       NJDT
 DQ4010  HISTORY     - 20151110 GOOD             NJGS
 DQ4010  HISTORY     - 20250911 GOOD             LOCENG
 DQ4010
 DQ4010                          STATION DESCRIPTION
 DQ4010
 DQ4010'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ4010'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF FORKED
 DQ4010'RIVER, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE TOWN
 DQ4010'OF SEASIDE PARK, NJ., IN THE BOROUGH OF SEASIDE PARK.
 DQ4010'
 DQ4010'THE STATION IS SET IN THE NORTH END OF A GRASS PARKING ISLAND BETWEEN
 DQ4010'THE NORTHBOUND AND SOUTHBOUND LANES OF NEW JERSEY STATE ROUTE 35 AT
 DQ4010'THE JUNCTION WITH ISLAND AVENUE.
 DQ4010'
 DQ4010'THE STATION IS 28.5 FT (8.7 M) SOUTH OF THE CENTERLINE OF ISLAND
 DQ4010'AVENUE, 20 FT (6.1 M) EAST OF THE EAST CURB OF THE NORTHBOUND LANES OF
 DQ4010'NEW JERSEY STATE ROUTE 35, 18.7 FT (5.7 M) WEST OF THE WEST CURB OF
 DQ4010'THE SOUTHBOUND LANES OF NEW JERSEY STATE ROUTE 35, 2.4 FT (0.7 M)
 DQ4010'NORTHEAST OF A 3 INCH (8 CM) TREE, 17.5 FT (5.3 M) NORTHWEST OF A
 DQ4010'MANHOLE.
 DQ4010
 DQ4010                          STATION RECOVERY (2025)
 DQ4010
 DQ4010'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2025 (RAL)
 DQ4010'TREE IN DESC IS GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4024 ***********************************************************************
 DQ4024  DESIGNATION -  15 Z 8
 DQ4024  PID         -  DQ4024
 DQ4024  STATE/COUNTY-  NJ/OCEAN
 DQ4024  COUNTRY     -  US
 DQ4024  USGS QUAD   -  POINT PLEASANT (2019)
 DQ4024
 DQ4024                         *CURRENT SURVEY CONTROL
 DQ4024  ______________________________________________________________________
 DQ4024* NAD 83(1986) POSITION- 40 01 34.04   (N) 074 03 16.46   (W)   HD_HELD1
 DQ4024* NAVD 88 ORTHO HEIGHT -     1.480 (meters)        4.86  (feet) ADJUSTED
 DQ4024  ______________________________________________________________________
 DQ4024  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 DQ4024  DYNAMIC HEIGHT  -          1.479 (meters)        4.85  (feet) COMP
 DQ4024  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 DQ4024
 DQ4024  VERT ORDER      -  FIRST     CLASS II
 DQ4024
 DQ4024.The horizontal coordinates were determined by differentially corrected
 DQ4024.hand held GPS observations or other comparable positioning techniques
 DQ4024.and have an estimated accuracy of +/- 3 meters.
 DQ4024
 DQ4024.The orthometric height was determined by differential leveling and
 DQ4024.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4024.in March 2017.
 DQ4024
 DQ4024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4024.GEOID18 height accuracy estimate available here.
 DQ4024
 DQ4024.Click photographs - Photos may exist for this station.
 DQ4024
 DQ4024.The dynamic height is computed by dividing the NAVD 88
 DQ4024.geopotential number by the normal gravity value computed on the
 DQ4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4024.degrees latitude (g = 980.6199 gals.).
 DQ4024
 DQ4024.The modeled gravity was interpolated from observed gravity values.
 DQ4024
 DQ4024;                    North         East    Units  Estimated Accuracy
 DQ4024;SPC NJ       -   132,509.6     188,018.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4024
 DQ4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8067131084(NAD 83)
 DQ4024
 DQ4024                          SUPERSEDED SURVEY CONTROL
 DQ4024
 DQ4024.No superseded survey control is available for this station.
 DQ4024
 DQ4024_MARKER: DD = SURVEY DISK
 DQ4024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4024_STAMPING: 15 Z 8 2016
 DQ4024_MARK LOGO: NJDT
 DQ4024_PROJECTION: RECESSED 30 CENTIMETERS
 DQ4024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4024+STABILITY: SURFACE MOTION
 DQ4024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4024+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2023
 DQ4024
 DQ4024  HISTORY     - Date     Condition        Report By
 DQ4024  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4024  HISTORY     - 20160602 GOOD             NJGS
 DQ4024  HISTORY     - 20230919 GOOD             NJGS
 DQ4024
 DQ4024                          STATION DESCRIPTION
 DQ4024
 DQ4024'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4024'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF POINT PLEASANT
 DQ4024'BEACH, 4.0 MI (6.4 KM) SOUTH OF POINT PLEASANT AND 0.8 MI (1.3 KM)
 DQ4024'SOUTH-SOUTHWEST OF MANTOLOKING, IN BRICK TOWNSHIP.
 DQ4024'
 DQ4024'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 35 AND
 DQ4024'HERBERT AVENUE (COUNTY ROUTE 528), GO 0.95 MI (1.53 KM) SOUTH ON NEW
 DQ4024'JERSEY STATE HIGHWAY 35 TO THE STATION ON THE RIGHT, AT THE SOUTHWEST
 DQ4024'CORNER OF THE JUNCTION OF NEW JERSEY STATE HIGHWAY 35 SOUTHBOUND AND
 DQ4024'CURTIS POINT DRIVE, IN A ROUND MONUMENT BOX IN THE PAVING.
 DQ4024'
 DQ4024'THE STATION IS LOCATED 2.5 FT (0.8 M) EAST OF THE EDGE OF A
 DQ4024'HANDICAPPED RAMP SIDEWALK, 19 FT (5.8 M) SOUTHEAST OF POLE NUMBER
 DQ4024'BT5820, 36 FT (11.0 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF CURTIC
 DQ4024'POINT DRIVE, 32 FT (9.8 M) NORTHWEST OF THE CENTERLINE OF THE
 DQ4024'SOUTHBOUND LANES OF NEW JERSEY STATE HIGHWAY 35, 16 FT (4.9 M)
 DQ4024'NORTHEAST OF A SIGN (BIKE LANES), 7 FT (2.1 M) EAST-SOUTHEAST OF A
 DQ4024'UTILITY MANHOLE IN THE GRASS.
 DQ4024
 DQ4024                          STATION RECOVERY (2023)
 DQ4024
 DQ4024'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (FA)
 DQ4024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6485 ***********************************************************************
 DR6485  DESIGNATION -  15 Z 9
 DR6485  PID         -  DR6485
 DR6485  STATE/COUNTY-  NJ/OCEAN
 DR6485  COUNTRY     -  US
 DR6485  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6485
 DR6485                         *CURRENT SURVEY CONTROL
 DR6485  ______________________________________________________________________
 DR6485* NAD 83(1986) POSITION- 39 38 41.08   (N) 074 10 51.86   (W)   HD_HELD1
 DR6485* NAVD 88 ORTHO HEIGHT -     1.162 (meters)        3.81  (feet) ADJUSTED
 DR6485  ______________________________________________________________________
 DR6485  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 DR6485  DYNAMIC HEIGHT  -          1.161 (meters)        3.81  (feet) COMP
 DR6485  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 DR6485
 DR6485  VERT ORDER      -  FIRST     CLASS II
 DR6485
 DR6485.The horizontal coordinates were determined by differentially corrected
 DR6485.hand held GPS observations or other comparable positioning techniques
 DR6485.and have an estimated accuracy of +/- 3 meters.
 DR6485
 DR6485.The orthometric height was determined by differential leveling and
 DR6485.adjusted by the NATIONAL GEODETIC SURVEY
 DR6485.in February 2021.
 DR6485
 DR6485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6485.GEOID18 height accuracy estimate available here.
 DR6485
 DR6485.Click photographs - Photos may exist for this station.
 DR6485
 DR6485.The dynamic height is computed by dividing the NAVD 88
 DR6485.geopotential number by the normal gravity value computed on the
 DR6485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6485.degrees latitude (g = 980.6199 gals.).
 DR6485
 DR6485.The modeled gravity was interpolated from observed gravity values.
 DR6485
 DR6485;                    North         East    Units  Estimated Accuracy
 DR6485;SPC NJ       -    90,122.5     177,372.4     MT  (+/- 3 meters HH1 GPS) 
 DR6485
 DR6485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7026488648(NAD 83)
 DR6485
 DR6485                          SUPERSEDED SURVEY CONTROL
 DR6485
 DR6485.No superseded survey control is available for this station.
 DR6485
 DR6485_MARKER: DD = SURVEY DISK
 DR6485_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6485_SP_SET: BASE
 DR6485_STAMPING: 15 Z 9 2019
 DR6485_MARK LOGO: NJGS
 DR6485_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6485+STABILITY: SURFACE MOTION
 DR6485
 DR6485  HISTORY     - Date     Condition        Report By
 DR6485  HISTORY     - 20190319 MONUMENTED       NJGS
 DR6485
 DR6485                          STATION DESCRIPTION
 DR6485
 DR6485'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DR6485'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF BEACH
 DR6485'HAVEN, 6.8 MI (10.9 KM) EAST OF WEST CREEK AND IN THE TOWN OF SHIP
 DR6485'BOTTOM, NJ.
 DR6485'
 DR6485'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6485'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO SOUTH ON LONG BEACH
 DR6485'BOULEVARD FOR 0.45 MI (0.72 KM) TO THE JUNCTION WITH EAST 17TH STREET.
 DR6485'TURN RIGHT AND GO 300 FT (91.4 M) TO THE INTERSECTION OF CENTRAL
 DR6485'AVENUE AND THE STATION ON THE LEFT, SET IN A DRILL HOLE IN THE BASE OF
 DR6485'A DIESEL GENERATOR FOR THE BOROUGH WATER FACILITY ON THE SOUTHEAST
 DR6485'CORNER OF WEST 17TH STREET AND CENTRAL AVENUE (COUNTY ROUTE 89).
 DR6485'
 DR6485'IT IS 47.3 FT (14.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF CENTRAL
 DR6485'AVENUE, 45.9 FT (14.0 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF 17TH
 DR6485'STREET, 42.3 FT (12.9 M) NORTHEAST OF UTILITY POLE P7095, 11 FT (3.4
 DR6485'M) NORTHEAST OF THE NORTHEAST CORNER OF PUMP HOUSE AND 3 FT (0.9 M)
 DR6485'EAST OF THE NORTHEAST CORNER OF GENERATOR BASE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6704 ***********************************************************************
 KV6704  DESIGNATION -  150
 KV6704  PID         -  KV6704
 KV6704  STATE/COUNTY-  NJ/MERCER
 KV6704  COUNTRY     -  US
 KV6704  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6704
 KV6704                         *CURRENT SURVEY CONTROL
 KV6704  ______________________________________________________________________
 KV6704* NAD 83(2011) POSITION- 40 17 29.75952(N) 074 35 12.09334(W)   ADJUSTED
 KV6704* NAD 83(2011) ELLIP HT-    -5.387 (meters)        (06/27/12)   ADJUSTED
 KV6704* NAD 83(2011) EPOCH   -  2010.00
 KV6704* NAVD 88 ORTHO HEIGHT -    27.55  (meters)       90.4   (feet) LEVELING
 KV6704  ______________________________________________________________________
 KV6704  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 KV6704  NAD 83(2011) X  -  1,294,834.579 (meters)                     COMP
 KV6704  NAD 83(2011) Y  - -4,696,606.341 (meters)                     COMP
 KV6704  NAD 83(2011) Z  -  4,102,732.391 (meters)                     COMP
 KV6704  LAPLACE CORR    -          5.40  (seconds)                    DEFLEC18
 KV6704  VERT ORDER      -  THIRD ?
 KV6704
 KV6704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6704  Standards:
 KV6704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6704  -------------------------------------------------------------------
 KV6704  NETWORK    0.50   0.63           0.21   0.20   0.32      0.00926019
 KV6704  -------------------------------------------------------------------
 KV6704  Click here for local accuracies and other accuracy information.
 KV6704
 KV6704.The horizontal coordinates were established by GPS observations
 KV6704.and adjusted by the National Geodetic Survey in June 2012.
 KV6704
 KV6704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6704.been affixed to the stable North American tectonic plate. See 
 KV6704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6704
 KV6704.The horizontal coordinates are valid at the epoch date displayed above
 KV6704.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6704.GEOID18 height accuracy estimate available here.
 KV6704
 KV6704.Click photographs - Photos may exist for this station.
 KV6704
 KV6704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6704
 KV6704.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6704
 KV6704.The ellipsoidal height was determined by GPS observations
 KV6704.and is referenced to NAD 83.
 KV6704
 KV6704. The following values were computed from the NAD 83(2011) position.
 KV6704
 KV6704;                    North         East     Units Scale Factor Converg.
 KV6704;SPC NJ       -   161,893.278   142,629.308   MT  0.99990067   -0 03 21.8
 KV6704;SPC NJ       -   531,144.86    467,942.99   sFT  0.99990067   -0 03 21.8
 KV6704;UTM  18      - 4,460,204.706   535,129.319   MT  0.99961519   +0 16 02.2
 KV6704
 KV6704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6704!SPC NJ       -   1.00000085  x   0.99990067  =   0.99990151
 KV6704!UTM  18      -   1.00000085  x   0.99961519  =   0.99961603
 KV6704
 KV6704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3512960204(NAD 83)
 KV6704
 KV6704                          SUPERSEDED SURVEY CONTROL
 KV6704
 KV6704  NAD 83(2007)-  40 17 29.75992(N)    074 35 12.09404(W) AD(2002.00) 0
 KV6704  ELLIP H (02/10/07)   -5.373  (m)                       GP(2002.00)    
 KV6704  ELLIP H (10/23/02)   -5.356  (m)                       GP(       ) 4 1
 KV6704  NAD 83(1996)-  40 17 29.76024(N)    074 35 12.09414(W) AD(       ) 1
 KV6704  ELLIP H (05/14/99)   -5.356  (m)                       GP(       ) 4 1
 KV6704  NAD 83(1986)-  40 17 29.76011(N)    074 35 12.09626(W) AD(       ) 1
 KV6704  NGVD 29              27.88   (m)           91.5    (f) LEVELING    3  
 KV6704
 KV6704.Superseded values are not recommended for survey control.
 KV6704
 KV6704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6704.See file dsdata.pdf to determine how the superseded data were derived.
 KV6704
 KV6704_MARKER: DD = SURVEY DISK
 KV6704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - September 18, 2017
 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  HISTORY     - 20080513 GOOD             BANC
 KV6704  HISTORY     - 20120817 GOOD             INDIV
 KV6704  HISTORY     - 20170918 GOOD             PBCONS
 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.
 KV6704
 KV6704                          STATION RECOVERY (2008)
 KV6704
 KV6704'RECOVERY NOTE BY BANC 3 2008 (AP)
 KV6704'RECOVERED IN GOOD CONDITION.
 KV6704
 KV6704                          STATION RECOVERY (2012)
 KV6704
 KV6704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DJM)
 KV6704'RECOVERED AS DESCRIBED.
 KV6704'STATION ISS APPROXIMATELY 3 INCHES BELOW GRADE DUE TO SOIL BUILD UP
 KV6704'DURING WINTERTIME SNOW PLOWING.
 KV6704
 KV6704                          STATION RECOVERY (2017)
 KV6704
 KV6704'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 KV6704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4349 ***********************************************************************
 AI4349  DESIGNATION -  15039
 AI4349  PID         -  AI4349
 AI4349  STATE/COUNTY-  NJ/SALEM
 AI4349  COUNTRY     -  US
 AI4349  USGS QUAD   -  ELMER (2019)
 AI4349
 AI4349                         *CURRENT SURVEY CONTROL
 AI4349  ______________________________________________________________________
 AI4349* NAD 83(2011) POSITION- 39 35 55.80427(N) 075 10 55.96665(W)   ADJUSTED
 AI4349* NAD 83(2011) ELLIP HT-     2.644 (meters)        (06/27/12)   ADJUSTED
 AI4349* NAD 83(2011) EPOCH   -  2010.00
 AI4349* NAVD 88 ORTHO HEIGHT -    36.2   (meters)      119.    (feet) GPS OBS
 AI4349  ______________________________________________________________________
 AI4349  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4349  GEOID HEIGHT    -        -33.519 (meters)                     GEOID99
 AI4349  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 AI4349  NAD 83(2011) X  -  1,258,581.991 (meters)                     COMP
 AI4349  NAD 83(2011) Y  - -4,757,560.899 (meters)                     COMP
 AI4349  NAD 83(2011) Z  -  4,043,766.371 (meters)                     COMP
 AI4349  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 AI4349
 AI4349  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4349  Standards:
 AI4349         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4349            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4349  -------------------------------------------------------------------
 AI4349  NETWORK    0.52   0.86           0.24   0.17   0.44     -0.04199360
 AI4349  -------------------------------------------------------------------
 AI4349  Click here for local accuracies and other accuracy information.
 AI4349
 AI4349.The horizontal coordinates were established by GPS observations
 AI4349.and adjusted by the National Geodetic Survey in June 2012.
 AI4349
 AI4349.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4349.been affixed to the stable North American tectonic plate. See 
 AI4349.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4349
 AI4349.The horizontal coordinates are valid at the epoch date displayed above
 AI4349.which is a decimal equivalence of Year/Month/Day.
 AI4349
 AI4349.The orthometric height was determined by GPS observations and a
 AI4349.high-resolution geoid model.
 AI4349
 AI4349.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4349.GEOID18 height accuracy estimate available here.
 AI4349
 AI4349.Click photographs - Photos may exist for this station.
 AI4349
 AI4349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4349
 AI4349.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4349
 AI4349.The ellipsoidal height was determined by GPS observations
 AI4349.and is referenced to NAD 83.
 AI4349
 AI4349. The following values were computed from the NAD 83(2011) position.
 AI4349
 AI4349;                    North         East     Units Scale Factor Converg.
 AI4349;SPC NJ       -    85,199.489    91,409.322   MT  0.99994225   -0 26 05.5
 AI4349;SPC NJ       -   279,525.32    299,898.75   sFT  0.99994225   -0 26 05.5
 AI4349;UTM  18      - 4,383,249.175   484,355.716   MT  0.99960301   -0 06 58.1
 AI4349
 AI4349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4349!SPC NJ       -   0.99999959  x   0.99994225  =   0.99994184
 AI4349!UTM  18      -   0.99999959  x   0.99960301  =   0.99960260
 AI4349
 AI4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8435583249(NAD 83)
 AI4349
 AI4349                          SUPERSEDED SURVEY CONTROL
 AI4349
 AI4349  NAD 83(2007)-  39 35 55.80446(N)    075 10 55.96726(W) AD(2002.00) 0
 AI4349  ELLIP H (02/10/07)    2.654  (m)                       GP(2002.00)    
 AI4349  ELLIP H (09/25/02)    2.666  (m)                       GP(       ) 4 1
 AI4349  NAD 83(1996)-  39 35 55.80439(N)    075 10 55.96740(W) AD(       ) 1
 AI4349  ELLIP H (03/31/00)    2.660  (m)                       GP(       ) 3 1
 AI4349
 AI4349.Superseded values are not recommended for survey control.
 AI4349
 AI4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4349.See file dsdata.pdf to determine how the superseded data were derived.
 AI4349
 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 - June 05, 2007
 AI4349
 AI4349  HISTORY     - Date     Condition        Report By
 AI4349  HISTORY     - 1955     MONUMENTED       NJGS
 AI4349  HISTORY     - 19990801 GOOD             NJGS
 AI4349  HISTORY     - 20070605 GOOD             NJDT
 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.
 AI4349
 AI4349                          STATION RECOVERY (2007)
 AI4349
 AI4349'RECOVERY NOTE BY NJ DEPT OF TRANSP 2007 (JFL)
 AI4349'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION, THE STATION IS
 AI4349'IN FRONT OF A REAL ESTATE AGENT, BUT IT IS NO LONGER THE HITCNER
 AI4349'AGENCY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6951 ***********************************************************************
 DM6951  DESIGNATION -  15052
 DM6951  PID         -  DM6951
 DM6951  STATE/COUNTY-  NJ/SALEM
 DM6951  COUNTRY     -  US
 DM6951  USGS QUAD   -  MARCUS HOOK (2019)
 DM6951
 DM6951                         *CURRENT SURVEY CONTROL
 DM6951  ______________________________________________________________________
 DM6951* NAD 83(1986) POSITION- 39 45 59.     (N) 075 25 39.     (W)   SCALED
 DM6951* NAVD 88 ORTHO HEIGHT -     2.111 (meters)        6.93  (feet) ADJUSTED
 DM6951  ______________________________________________________________________
 DM6951  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 DM6951  DYNAMIC HEIGHT  -          2.110 (meters)        6.92  (feet) COMP
 DM6951  MODELED GRAVITY -    980,169.8   (mgal)                       NAVD 88
 DM6951
 DM6951  VERT ORDER      -  FIRST     CLASS II
 DM6951
 DM6951.The horizontal coordinates were scaled from a map and have
 DM6951.an estimated accuracy of +/- 6 seconds.
 DM6951
 DM6951.The orthometric height was determined by differential leveling and
 DM6951.adjusted by the NATIONAL GEODETIC SURVEY
 DM6951.in May 2011.
 DM6951
 DM6951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6951.GEOID18 height accuracy estimate available here.
 DM6951
 DM6951.Click photographs - Photos may exist for this station.
 DM6951
 DM6951.The dynamic height is computed by dividing the NAVD 88
 DM6951.geopotential number by the normal gravity value computed on the
 DM6951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6951.degrees latitude (g = 980.6199 gals.).
 DM6951
 DM6951.The modeled gravity was interpolated from observed gravity values.
 DM6951
 DM6951;                    North         East    Units  Estimated Accuracy
 DM6951;SPC NJ       -   103,990.       70,540.      MT  (+/- 180 meters Scaled)
 DM6951
 DM6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK633019(NAD 83)
 DM6951
 DM6951                          SUPERSEDED SURVEY CONTROL
 DM6951
 DM6951.No superseded survey control is available for this station.
 DM6951
 DM6951_MARKER: DD = SURVEY DISK
 DM6951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6951_STAMPING: 15052
 DM6951_MARK LOGO: NJDCED
 DM6951_PROJECTION: RECESSED 8 CENTIMETERS
 DM6951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6951+STABILITY: SURFACE MOTION
 DM6951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6951+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 DM6951
 DM6951  HISTORY     - Date     Condition        Report By
 DM6951  HISTORY     - 1949     MONUMENTED       NJDCED
 DM6951  HISTORY     - 20021230 GOOD             NJGS
 DM6951
 DM6951                          STATION DESCRIPTION
 DM6951
 DM6951'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 DM6951'THE STATION IS LOCATED IN OLDMANS TOWNSHIP ON THE NORTHWEST SIDE OF
 DM6951'U.S. HIGHWAY 130.
 DM6951'
 DM6951'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S.
 DM6951'HIGHWAY 130 IN THE BOROUGH OF PENNS GROVE, GO NORTH ON U.S. HIGHWAY
 DM6951'130 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE LEFT.
 DM6951'
 DM6951'IT IS ALSO ABOUT 1.7 MI (2.7 KM) SOUTHWEST ALONG HIGHWAY 130 FROM THE
 DM6951'OLDMANS CREEK BRIDGE.
 DM6951'
 DM6951'THE STATION IS 6.8 M (22.3 FT) NORTHWEST FROM THE CENTERLINE OF U.S.
 DM6951'HIGHWAY 130, 20.2 M (66.3 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER
 DM6951'BT 12030 AND 15.4 M (50.5 FT) NORTH AND ACROSS THE ROAD FROM WOOD
 DM6951'UTILITY POLE NUMBER S17816.
 DM6951'
 DM6951'THE STATION IS ACROSS THE ROAD FROM HOUSE NUMBER 167, 0.4 M (1.3 FT)
 DM6951'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6956 ***********************************************************************
 DM6956  DESIGNATION -  15060
 DM6956  PID         -  DM6956
 DM6956  STATE/COUNTY-  NJ/SALEM
 DM6956  COUNTRY     -  US
 DM6956  USGS QUAD   -  PENNS GROVE (2019)
 DM6956
 DM6956                         *CURRENT SURVEY CONTROL
 DM6956  ______________________________________________________________________
 DM6956* NAD 83(1986) POSITION- 39 43 55.     (N) 075 28 00.     (W)   SCALED
 DM6956* NAVD 88 ORTHO HEIGHT -     3.649 (meters)       11.97  (feet) ADJUSTED
 DM6956  ______________________________________________________________________
 DM6956  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 DM6956  DYNAMIC HEIGHT  -          3.647 (meters)       11.97  (feet) COMP
 DM6956  MODELED GRAVITY -    980,165.2   (mgal)                       NAVD 88
 DM6956
 DM6956  VERT ORDER      -  FIRST     CLASS II
 DM6956
 DM6956.The horizontal coordinates were scaled from a map and have
 DM6956.an estimated accuracy of +/- 6 seconds.
 DM6956
 DM6956.The orthometric height was determined by differential leveling and
 DM6956.adjusted by the NATIONAL GEODETIC SURVEY
 DM6956.in May 2011.
 DM6956
 DM6956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6956.GEOID18 height accuracy estimate available here.
 DM6956
 DM6956.Click photographs - Photos may exist for this station.
 DM6956
 DM6956.The dynamic height is computed by dividing the NAVD 88
 DM6956.geopotential number by the normal gravity value computed on the
 DM6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6956.degrees latitude (g = 980.6199 gals.).
 DM6956
 DM6956.The modeled gravity was interpolated from observed gravity values.
 DM6956
 DM6956;                    North         East    Units  Estimated Accuracy
 DM6956;SPC NJ       -   100,200.       67,140.      MT  (+/- 180 meters Scaled)
 DM6956
 DM6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ600981(NAD 83)
 DM6956
 DM6956                          SUPERSEDED SURVEY CONTROL
 DM6956
 DM6956.No superseded survey control is available for this station.
 DM6956
 DM6956_MARKER: DD = SURVEY DISK
 DM6956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6956_STAMPING: 15060
 DM6956_MARK LOGO: NJDCED
 DM6956_PROJECTION: RECESSED 8 CENTIMETERS
 DM6956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6956+STABILITY: SURFACE MOTION
 DM6956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6956+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6956
 DM6956  HISTORY     - Date     Condition        Report By
 DM6956  HISTORY     - 1949     MONUMENTED       NJDCED
 DM6956  HISTORY     - 20080304 GOOD             NJGS
 DM6956
 DM6956                          STATION DESCRIPTION
 DM6956
 DM6956'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (FAC)
 DM6956'THE STATION IS LOCATED IN BOROUGH OF PENNS GROVE ON THE SOUTHEAST SIDE
 DM6956'OF NORTH BROAD STREET.
 DM6956'
 DM6956'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S.
 DM6956'HIGHWAY 130, GO NORTHWEST ON WEST MAIN STREET FOR 0.3 MI (0.5 KM) TO
 DM6956'THE INTERSECTION WITH BROAD STREET.  TURN RIGHT AND GO NORTH ON NORTH
 DM6956'BROAD STREET FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT, JUST
 DM6956'NORTH FROM THE DRIVEWAY LEADING TO HOUSE NUMBER 57.
 DM6956'
 DM6956'THE STATION IS 7.1 M (23.3 FT) SOUTHEAST FROM THE CENTERLINE OF NORTH
 DM6956'BROAD STREET, 15.4 M (50.5 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER
 DM6956'BT 20698, 8.2 M (26.9 FT) NORTH FROM THE NORTH CORNER OF HOUSE NUMBER
 DM6956'57 AND 13.6 M (44.6 FT) SOUTHEAST FROM WOOD UTILITY POLE NUMBER S3786.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7884 ***********************************************************************
 DP7884  DESIGNATION -  15206
 DP7884  PID         -  DP7884
 DP7884  STATE/COUNTY-  NJ/MONMOUTH
 DP7884  COUNTRY     -  US
 DP7884  USGS QUAD   -  ASBURY PARK (2019)
 DP7884
 DP7884                         *CURRENT SURVEY CONTROL
 DP7884  ______________________________________________________________________
 DP7884* NAD 83(1986) POSITION- 40 09 00.39   (N) 074 05 45.58   (W)   HD_HELD1
 DP7884* NAVD 88 ORTHO HEIGHT -    26.089 (meters)       85.59  (feet) ADJUSTED
 DP7884  ______________________________________________________________________
 DP7884  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 DP7884  DYNAMIC HEIGHT  -         26.077 (meters)       85.55  (feet) COMP
 DP7884  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 DP7884
 DP7884  VERT ORDER      -  FIRST     CLASS II
 DP7884
 DP7884.The horizontal coordinates were determined by differentially corrected
 DP7884.hand held GPS observations or other comparable positioning techniques
 DP7884.and have an estimated accuracy of +/- 3 meters.
 DP7884
 DP7884.The orthometric height was determined by differential leveling and
 DP7884.adjusted by the NATIONAL GEODETIC SURVEY
 DP7884.in September 2015.
 DP7884
 DP7884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7884.GEOID18 height accuracy estimate available here.
 DP7884
 DP7884.Click photographs - Photos may exist for this station.
 DP7884
 DP7884.The dynamic height is computed by dividing the NAVD 88
 DP7884.geopotential number by the normal gravity value computed on the
 DP7884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7884.degrees latitude (g = 980.6199 gals.).
 DP7884
 DP7884.The modeled gravity was interpolated from observed gravity values.
 DP7884
 DP7884;                    North         East    Units  Estimated Accuracy
 DP7884;SPC NJ       -   146,258.4     184,420.5     MT  (+/- 3 meters HH1 GPS) 
 DP7884
 DP7884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7699644809(NAD 83)
 DP7884
 DP7884                          SUPERSEDED SURVEY CONTROL
 DP7884
 DP7884.No superseded survey control is available for this station.
 DP7884
 DP7884_MARKER: DD = SURVEY DISK
 DP7884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7884_STAMPING: 15206
 DP7884_MARK LOGO: NJGS
 DP7884_PROJECTION: RECESSED 15 CENTIMETERS
 DP7884_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7884+STABILITY: SURFACE MOTION
 DP7884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7884+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2020
 DP7884
 DP7884  HISTORY     - Date     Condition        Report By
 DP7884  HISTORY     - 1940     MONUMENTED       NJGS
 DP7884  HISTORY     - 20130701 GOOD             NJGS
 DP7884  HISTORY     - 20200406 GOOD             NJGS
 DP7884
 DP7884                          STATION DESCRIPTION
 DP7884
 DP7884'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DP7884'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF FARMINGDALE,
 DP7884'4.8 MI (7.7 KM) NORTH-NORTHWEST OF POINT PLEASANT AND 4.8 MI (7.7 KM)
 DP7884'NORTH-NORTHWEST OF POINT PLEASANT BEACH.
 DP7884'
 DP7884'THE STATION IS LOCATED IN WALL TOWNSHIP WITHIN THE BOUNDARY OF THE
 DP7884'LANDSCAPED GRASS TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 34
 DP7884'AND ALLAIRE ROAD, COUNTY ROAD 524.
 DP7884'
 DP7884'THE STATION IS 107.2 FT (32.7 M) NORTHWEST FROM WOOD UTILITY POLE WITH
 DP7884'NO NUMBER ON THE EAST SIDE OF THE TRAFFIC CIRCLE, 93.0 FT (28.3 M)
 DP7884'NORTHWEST FROM WOOD UTILITY POLE NUMBER JC1592WL CIR57443 ALLEN ON THE
 DP7884'WEST SIDE OF THE TRAFFIC CIRCLE, 28.8 FT (8.8 M) NORTHWEST FROM THE
 DP7884'CENTER OF A 15 INCH (38 CM) DIAMETER LONE HOLLY TREE, 150.8 FT (46.0
 DP7884'M) SOUTH-SOUTHEAST FROM AN ALUMINUM LIGHT POLE WITH FLASHING YELLOW
 DP7884'LIGHTS AT THE NORTH SIDE OF THE TRAFFIC CIRCLE AND 162.8 FT (49.6 M)
 DP7884'NORTH-NORTHWEST FROM AN ALUMINUM LIGHT POLE WITH FLASHING YELLOW
 DP7884'LIGHTS ON THE SOUTH SIDE OF THE TRAFFIC CIRCLE.
 DP7884'
 DP7884'THE STATION IS SET ABOUT 6 INCHES (15 CM) BELOW THE GROUND.
 DP7884
 DP7884                          STATION RECOVERY (2020)
 DP7884
 DP7884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DP7884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7885 ***********************************************************************
 DP7885  DESIGNATION -  15207
 DP7885  PID         -  DP7885
 DP7885  STATE/COUNTY-  NJ/MONMOUTH
 DP7885  COUNTRY     -  US
 DP7885  USGS QUAD   -  ASBURY PARK (2019)
 DP7885
 DP7885                         *CURRENT SURVEY CONTROL
 DP7885  ______________________________________________________________________
 DP7885* NAD 83(1986) POSITION- 40 08 43.67   (N) 074 05 38.64   (W)   HD_HELD1
 DP7885* NAVD 88 ORTHO HEIGHT -    35.718 (meters)      117.18  (feet) ADJUSTED
 DP7885  ______________________________________________________________________
 DP7885  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 DP7885  DYNAMIC HEIGHT  -         35.702 (meters)      117.13  (feet) COMP
 DP7885  MODELED GRAVITY -    980,167.2   (mgal)                       NAVD 88
 DP7885
 DP7885  VERT ORDER      -  FIRST     CLASS II
 DP7885
 DP7885.The horizontal coordinates were determined by differentially corrected
 DP7885.hand held GPS observations or other comparable positioning techniques
 DP7885.and have an estimated accuracy of +/- 3 meters.
 DP7885
 DP7885.The orthometric height was determined by differential leveling and
 DP7885.adjusted by the NATIONAL GEODETIC SURVEY
 DP7885.in September 2015.
 DP7885
 DP7885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7885.GEOID18 height accuracy estimate available here.
 DP7885
 DP7885.Click photographs - Photos may exist for this station.
 DP7885
 DP7885.The dynamic height is computed by dividing the NAVD 88
 DP7885.geopotential number by the normal gravity value computed on the
 DP7885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7885.degrees latitude (g = 980.6199 gals.).
 DP7885
 DP7885.The modeled gravity was interpolated from observed gravity values.
 DP7885
 DP7885;                    North         East    Units  Estimated Accuracy
 DP7885;SPC NJ       -   145,743.5     184,587.1     MT  (+/- 3 meters HH1 GPS) 
 DP7885
 DP7885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7716644295(NAD 83)
 DP7885
 DP7885                          SUPERSEDED SURVEY CONTROL
 DP7885
 DP7885.No superseded survey control is available for this station.
 DP7885
 DP7885_MARKER: DD = SURVEY DISK
 DP7885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7885_STAMPING: 15207
 DP7885_MARK LOGO: NJGS
 DP7885_PROJECTION: RECESSED 15 CENTIMETERS
 DP7885_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7885+STABILITY: SURFACE MOTION
 DP7885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7885+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2013
 DP7885
 DP7885  HISTORY     - Date     Condition        Report By
 DP7885  HISTORY     - 1940     MONUMENTED       NJGS
 DP7885  HISTORY     - 20130629 GOOD             NJGS
 DP7885
 DP7885                          STATION DESCRIPTION
 DP7885
 DP7885'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP7885'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHEAST OF FARMINGDALE,
 DP7885'4.5 MI (7.2 KM) NORTH-NORTHWEST OF POINT PLEASANT AND 4.5 MI (7.2 KM)
 DP7885'NORTH-NORTHWEST OF POINT PLEASANT BEACH.
 DP7885'
 DP7885'THE STATION IS LOCATED IN WALL TOWNSHIP WITHIN THE CENTER GRASS MEDIAN
 DP7885'OF STATE HIGHWAY 34, JUST SOUTH FROM THE SKEWED INTERSECTION (NO
 DP7885'ACCESS) WITH RIDGEWOOD ROAD.
 DP7885'
 DP7885'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE JUNCTION OF STATE
 DP7885'HIGHWAY 34 AND ALLAIRE ROAD, COUNTY ROAD 524, GO SOUTH ON STATE
 DP7885'HIGHWAY 34 FOR 0.33 MI (0.5 KM) TO THE JUNCTION WITH RIDGEWOOD ROAD
 DP7885'AND THE STATION ON THE LEFT, SET ABOUT 6 INCHES (15 CM) BELOW THE
 DP7885'GROUND.
 DP7885'
 DP7885'THE STATION IS 5.6 FT (1.7 M) EAST FROM THE EAST EDGE OF PAVING OF THE
 DP7885'SOUTHBOUND LANES OF STATE HIGHWAY 34, 10.5 FT (3.2 M) WEST FROM THE
 DP7885'WEST EDGE OF PAVING OF THE NORTHBOUND LANES OF STATE HIGHWAY 34, 32.8
 DP7885'FT (10.0 M) NORTH ALONG THE GRASS MEDIAN FROM THE CENTERLINE OF THE
 DP7885'ENTRANCE DRIVE EXTENDED LEADING TO THE PARAMOUNT REALTY SERVICES
 DP7885'OFFICE COMPLEX ON THE WEST SIDE OF THE SOUTHBOUND LANES AND 44.4 FT
 DP7885'(13.5 M) SOUTH ALONG THE GRASS MEDIAN FROM THE CENTERLINE EXTENDED OF
 DP7885'THE WESTBOUND LANES OF RIDGEWOOD ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5304 ***********************************************************************
 DR5304  DESIGNATION -  15253
 DR5304  PID         -  DR5304
 DR5304  STATE/COUNTY-  NJ/MONMOUTH
 DR5304  COUNTRY     -  US
 DR5304  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5304
 DR5304                         *CURRENT SURVEY CONTROL
 DR5304  ______________________________________________________________________
 DR5304* NAD 83(1986) POSITION- 40 21 11.55   (N) 074 03 33.02   (W)   HD_HELD1
 DR5304* NAVD 88 ORTHO HEIGHT -    12.548 (meters)       41.17  (feet) ADJUSTED
 DR5304  ______________________________________________________________________
 DR5304  GEOID HEIGHT    -        -32.518 (meters)                     GEOID18
 DR5304  DYNAMIC HEIGHT  -         12.543 (meters)       41.15  (feet) COMP
 DR5304  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 DR5304
 DR5304  VERT ORDER      -  FIRST     CLASS II
 DR5304
 DR5304.The horizontal coordinates were determined by differentially corrected
 DR5304.hand held GPS observations or other comparable positioning techniques
 DR5304.and have an estimated accuracy of +/- 3 meters.
 DR5304
 DR5304.The orthometric height was determined by differential leveling and
 DR5304.adjusted by the NATIONAL GEODETIC SURVEY
 DR5304.in July 2020.
 DR5304
 DR5304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5304.GEOID18 height accuracy estimate available here.
 DR5304
 DR5304.Click photographs - Photos may exist for this station.
 DR5304
 DR5304.The dynamic height is computed by dividing the NAVD 88
 DR5304.geopotential number by the normal gravity value computed on the
 DR5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5304.degrees latitude (g = 980.6199 gals.).
 DR5304
 DR5304.The modeled gravity was interpolated from observed gravity values.
 DR5304
 DR5304;                    North         East    Units  Estimated Accuracy
 DR5304;SPC NJ       -   168,823.3     187,445.6     MT  (+/- 3 meters HH1 GPS) 
 DR5304
 DR5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7989467385(NAD 83)
 DR5304
 DR5304                          SUPERSEDED SURVEY CONTROL
 DR5304
 DR5304.No superseded survey control is available for this station.
 DR5304
 DR5304_MARKER: DD = SURVEY DISK
 DR5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5304_STAMPING: 15253
 DR5304_MARK LOGO: NJDCED
 DR5304_PROJECTION: FLUSH
 DR5304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5304+STABILITY: SURFACE MOTION
 DR5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5304+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5304
 DR5304  HISTORY     - Date     Condition        Report By
 DR5304  HISTORY     - 1940     MONUMENTED       NJDCED
 DR5304  HISTORY     - 20181218 GOOD             NJGS
 DR5304
 DR5304                          STATION DESCRIPTION
 DR5304
 DR5304'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5304'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH-NORTHWEST OF ASBURY
 DR5304'PARK, 9.2 MI (14.8 KM) SOUTHEAST OF KEYPORT AND 4.9 MI (7.9 KM)
 DR5304'NORTHWEST OF LONG BRANCH IN RED BANK.
 DR5304'
 DR5304'TO REACH THE STATION FROM THE INTERSECTION OF WEST FRONT STREET AND
 DR5304'MAPLE AVENUE GO 0.58 MI (0.93 KM) EAST.
 DR5304'
 DR5304'THE MARK IS LOCATED ON THE SOUTH SIDE OF RIVER ROAD EAST OF THE
 DR5304'JUNCTION OF RIVER ROAD AND HUBBARD PARK.
 DR5304'
 DR5304'THE STATION IS 60 FT (18.3 M) EAST OF A FIRE HYDRANT, 46.2 FT (14.1 M)
 DR5304'EAST OF POLE NUMBER BT60386RBK, 39.2 FT (11.9 M) SOUTHWEST OF POLE
 DR5304'NUMBER V260387RB, 31.9 FT (9.7 M) SOUTHEAST OF THE CENTERLINE OF RIVER
 DR5304'ROAD, 28.5 FT (8.7 M) EAST-NORTHEAST OF THE CENTERLINE OF DRIVEWAY TO
 DR5304'HOLY TRINITY LUTHERAN CHURCH, 8 FT (2.4 M) SOUTH-SOUTHEAST OF THE EDGE
 DR5304'OF PAVEMENT OF RIVER ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5307 ***********************************************************************
 DR5307  DESIGNATION -  15254
 DR5307  PID         -  DR5307
 DR5307  STATE/COUNTY-  NJ/MONMOUTH
 DR5307  COUNTRY     -  US
 DR5307  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5307
 DR5307                         *CURRENT SURVEY CONTROL
 DR5307  ______________________________________________________________________
 DR5307* NAD 83(1986) POSITION- 40 21 17.02   (N) 074 03 23.69   (W)   HD_HELD1
 DR5307* NAVD 88 ORTHO HEIGHT -    13.591 (meters)       44.59  (feet) ADJUSTED
 DR5307  ______________________________________________________________________
 DR5307  GEOID HEIGHT    -        -32.521 (meters)                     GEOID18
 DR5307  DYNAMIC HEIGHT  -         13.585 (meters)       44.57  (feet) COMP
 DR5307  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 DR5307
 DR5307  VERT ORDER      -  FIRST     CLASS II
 DR5307
 DR5307.The horizontal coordinates were determined by differentially corrected
 DR5307.hand held GPS observations or other comparable positioning techniques
 DR5307.and have an estimated accuracy of +/- 3 meters.
 DR5307
 DR5307.The orthometric height was determined by differential leveling and
 DR5307.adjusted by the NATIONAL GEODETIC SURVEY
 DR5307.in July 2020.
 DR5307
 DR5307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5307.GEOID18 height accuracy estimate available here.
 DR5307
 DR5307.Click photographs - Photos may exist for this station.
 DR5307
 DR5307.The dynamic height is computed by dividing the NAVD 88
 DR5307.geopotential number by the normal gravity value computed on the
 DR5307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5307.degrees latitude (g = 980.6199 gals.).
 DR5307
 DR5307.The modeled gravity was interpolated from observed gravity values.
 DR5307
 DR5307;                    North         East    Units  Estimated Accuracy
 DR5307;SPC NJ       -   168,993.1     187,664.9     MT  (+/- 3 meters HH1 GPS) 
 DR5307
 DR5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8011267556(NAD 83)
 DR5307
 DR5307                          SUPERSEDED SURVEY CONTROL
 DR5307
 DR5307.No superseded survey control is available for this station.
 DR5307
 DR5307_MARKER: DD = SURVEY DISK
 DR5307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5307_STAMPING: 15254
 DR5307_MARK LOGO: NJDCED
 DR5307_PROJECTION: FLUSH
 DR5307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5307+STABILITY: SURFACE MOTION
 DR5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5307+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5307
 DR5307  HISTORY     - Date     Condition        Report By
 DR5307  HISTORY     - 1950     MONUMENTED       NJDCED
 DR5307  HISTORY     - 20181218 GOOD             NJGS
 DR5307
 DR5307                          STATION DESCRIPTION
 DR5307
 DR5307'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5307'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH-NORTHWEST OF ASBURY
 DR5307'PARK, 9.3 MI (15.0 KM) SOUTHEAST OF KEYPORT AND 4.8 MI (7.7 KM)
 DR5307'NORTHWEST OF LONG BRANCH, IN RED BANK.
 DR5307'
 DR5307'TO REACH THE STATION FROM THE INTERSECTION OF MAPLE AVENUE (NEW JERSEY
 DR5307'STATE ROUTE 35) AND WEST FRONT STREET (COUNTY ROUTE 10), GO 0.75 MI
 DR5307'(1.21 KM) NORTHEAST ON WEST FRONT STREET/RIVER ROAD TO THE STATION ON
 DR5307'THE LEFT.
 DR5307'
 DR5307'THE STATION IS ON THE NORTHEAST CORNER OF THE JUNCTION OF RIVER ROAD
 DR5307'AND CARO COURT, 50 FT (15.2 M) SOUTH OF THE SOUTH CORNER OF HOUSE
 DR5307'NUMBER 3 ON CARO COURT, 44.5 FT (13.6 M) NORTH FROM POLE NUMBER
 DR5307'BT60133RB, 22.8 FT (6.9 M) NORTHWEST OF THE INTERSECTION OF THE
 DR5307'CENTERLINES OF RIVER ROAD AND CARO COURT, 16.3 FT (5.0 M) EAST OF THE
 DR5307'CENTERLINE OF CARO COURT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5308 ***********************************************************************
 DR5308  DESIGNATION -  15255
 DR5308  PID         -  DR5308
 DR5308  STATE/COUNTY-  NJ/MONMOUTH
 DR5308  COUNTRY     -  US
 DR5308  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5308
 DR5308                         *CURRENT SURVEY CONTROL
 DR5308  ______________________________________________________________________
 DR5308* NAD 83(1986) POSITION- 40 21 21.05   (N) 074 03 13.99   (W)   HD_HELD1
 DR5308* NAVD 88 ORTHO HEIGHT -    11.121 (meters)       36.49  (feet) ADJUSTED
 DR5308  ______________________________________________________________________
 DR5308  GEOID HEIGHT    -        -32.524 (meters)                     GEOID18
 DR5308  DYNAMIC HEIGHT  -         11.116 (meters)       36.47  (feet) COMP
 DR5308  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 DR5308
 DR5308  VERT ORDER      -  FIRST     CLASS II
 DR5308
 DR5308.The horizontal coordinates were determined by differentially corrected
 DR5308.hand held GPS observations or other comparable positioning techniques
 DR5308.and have an estimated accuracy of +/- 3 meters.
 DR5308
 DR5308.The orthometric height was determined by differential leveling and
 DR5308.adjusted by the NATIONAL GEODETIC SURVEY
 DR5308.in July 2020.
 DR5308
 DR5308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5308.GEOID18 height accuracy estimate available here.
 DR5308
 DR5308.Click photographs - Photos may exist for this station.
 DR5308
 DR5308.The dynamic height is computed by dividing the NAVD 88
 DR5308.geopotential number by the normal gravity value computed on the
 DR5308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5308.degrees latitude (g = 980.6199 gals.).
 DR5308
 DR5308.The modeled gravity was interpolated from observed gravity values.
 DR5308
 DR5308;                    North         East    Units  Estimated Accuracy
 DR5308;SPC NJ       -   169,118.6     187,893.2     MT  (+/- 3 meters HH1 GPS) 
 DR5308
 DR5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8033967683(NAD 83)
 DR5308
 DR5308                          SUPERSEDED SURVEY CONTROL
 DR5308
 DR5308.No superseded survey control is available for this station.
 DR5308
 DR5308_MARKER: DD = SURVEY DISK
 DR5308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5308_STAMPING: 15255
 DR5308_MARK LOGO: NJDCED
 DR5308_PROJECTION: RECESSED 15 CENTIMETERS
 DR5308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5308+STABILITY: SURFACE MOTION
 DR5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5308+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5308
 DR5308  HISTORY     - Date     Condition        Report By
 DR5308  HISTORY     - 1950     MONUMENTED       NJDCED
 DR5308  HISTORY     - 20181218 GOOD             NJGS
 DR5308
 DR5308                          STATION DESCRIPTION
 DR5308
 DR5308'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 DR5308'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH-NORTHWEST OF ASBURY
 DR5308'PARK, 9.3 MI (15.0 KM) SOUTHEAST OF KEYPORT AND 4.9 MI (7.9 KM)
 DR5308'NORTHWEST OF LONG BRANCH IN RED BANK.
 DR5308'
 DR5308'TO REACH THE STATION FROM THE INTERSECTION OF WEST FRONT STREET
 DR5308'(COUNTY ROUTE 10) AND MAPLE AVENUE GO 0.90 MI (1.45 KM) EAST.  THE
 DR5308'STATION IS ON THE SOUTH SIDE OF RIVER ROAD, ON THE WEST SIDE OF
 DR5308'HARRISON AVENUE AND ON THE SOUTHEAST SIDE OF FISHER PLACE.
 DR5308'
 DR5308'IT IS 40.8 FT (12.4 M) SOUTHWEST OF THE CENTERLINE OF HARRISON AVENUE,
 DR5308'36.5 FT (11.1 M) SOUTHEAST OF FIRE HYDRANT, 17.2 FT (5.2 M)
 DR5308'SOUTH-SOUTHEAST OF THE CENTERLINE OF RIVER ROAD, 8 FT (2.4 M)
 DR5308'SOUTHWEST OF POLE, 2 FT (0.6 M) SOUTH-SOUTHEAST OF CURB LINE OF RIVER
 DR5308'ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5312 ***********************************************************************
 DR5312  DESIGNATION -  15257
 DR5312  PID         -  DR5312
 DR5312  STATE/COUNTY-  NJ/MONMOUTH
 DR5312  COUNTRY     -  US
 DR5312  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5312
 DR5312                         *CURRENT SURVEY CONTROL
 DR5312  ______________________________________________________________________
 DR5312* NAD 83(1986) POSITION- 40 21 32.14   (N) 074 02 49.91   (W)   HD_HELD1
 DR5312* NAVD 88 ORTHO HEIGHT -     8.403 (meters)       27.57  (feet) ADJUSTED
 DR5312  ______________________________________________________________________
 DR5312  GEOID HEIGHT    -        -32.533 (meters)                     GEOID18
 DR5312  DYNAMIC HEIGHT  -          8.399 (meters)       27.56  (feet) COMP
 DR5312  MODELED GRAVITY -    980,197.1   (mgal)                       NAVD 88
 DR5312
 DR5312  VERT ORDER      -  FIRST     CLASS II
 DR5312
 DR5312.The horizontal coordinates were determined by differentially corrected
 DR5312.hand held GPS observations or other comparable positioning techniques
 DR5312.and have an estimated accuracy of +/- 3 meters.
 DR5312
 DR5312.The orthometric height was determined by differential leveling and
 DR5312.adjusted by the NATIONAL GEODETIC SURVEY
 DR5312.in July 2020.
 DR5312
 DR5312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5312.GEOID18 height accuracy estimate available here.
 DR5312
 DR5312.Click photographs - Photos may exist for this station.
 DR5312
 DR5312.The dynamic height is computed by dividing the NAVD 88
 DR5312.geopotential number by the normal gravity value computed on the
 DR5312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5312.degrees latitude (g = 980.6199 gals.).
 DR5312
 DR5312.The modeled gravity was interpolated from observed gravity values.
 DR5312
 DR5312;                    North         East    Units  Estimated Accuracy
 DR5312;SPC NJ       -   169,463.5     188,459.6     MT  (+/- 3 meters HH1 GPS) 
 DR5312
 DR5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8090468031(NAD 83)
 DR5312
 DR5312                          SUPERSEDED SURVEY CONTROL
 DR5312
 DR5312.No superseded survey control is available for this station.
 DR5312
 DR5312_MARKER: DD = SURVEY DISK
 DR5312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5312_STAMPING: 15257
 DR5312_MARK LOGO: NJDCED
 DR5312_PROJECTION: RECESSED 5 CENTIMETERS
 DR5312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5312+STABILITY: SURFACE MOTION
 DR5312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5312+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5312
 DR5312  HISTORY     - Date     Condition        Report By
 DR5312  HISTORY     - 1950     MONUMENTED       NJDCED
 DR5312  HISTORY     - 20181218 GOOD             NJGS
 DR5312
 DR5312                          STATION DESCRIPTION
 DR5312
 DR5312'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5312'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH OF ASBURY PARK, 9.5
 DR5312'MI (15.3 KM) EAST-SOUTHEAST OF KEYPORT AND 4.7 MI (7.6 KM) NORTHWEST
 DR5312'OF LONG BRANCH, IN THE BOROUGH OF FAIR HAVEN.
 DR5312'
 DR5312'TO REACH THE STATION FROM THE INTERSECTION OF WEST FRONT STREET/RIVER
 DR5312'ROAD (COUNTY ROUTE 10) AND MAPLE AVENUE (NEW JERSEY STATE ROUTE 35),
 DR5312'GO 1.3 MI (2.1 KM) NORTHEAST ON RIVER ROAD TO THE STATION ON THE
 DR5312'RIGHT, AT THE SOUTHWEST CORNER OF THE T-JUNCTION OF RIVER ROAD AND
 DR5312'LEXINGTON AVENUE.
 DR5312'
 DR5312'THE STATION IS AT THE SOUTH CURB OF RIVER ROAD BETWEEN GRANGE AVENUE
 DR5312'AND LEXINGTON AVENUE, 47.5 FT (14.5 M) NORTHWEST OF THE CENTERLINE OF
 DR5312'LEXINGTON AVENUE, 36 FT (11.0 M) EAST-SOUTHEAST OF EXTENDED CENTERLINE
 DR5312'OF GRANGE AVENUE, 29 FT (8.8 M) EAST-NORTHEAST OF POLE NUMBER
 DR5312'BT60015FH, 17 FT (5.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF RIVER
 DR5312'ROAD, 0.5 FT (15 CM) SOUTH-SOUTHEAST OF THE CURB OF RIVER ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5316 ***********************************************************************
 DR5316  DESIGNATION -  15261
 DR5316  PID         -  DR5316
 DR5316  STATE/COUNTY-  NJ/MONMOUTH
 DR5316  COUNTRY     -  US
 DR5316  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5316
 DR5316                         *CURRENT SURVEY CONTROL
 DR5316  ______________________________________________________________________
 DR5316* NAD 83(1986) POSITION- 40 21 59.21   (N) 074 01 52.02   (W)   HD_HELD1
 DR5316* NAVD 88 ORTHO HEIGHT -     6.077 (meters)       19.94  (feet) ADJUSTED
 DR5316  ______________________________________________________________________
 DR5316  GEOID HEIGHT    -        -32.554 (meters)                     GEOID18
 DR5316  DYNAMIC HEIGHT  -          6.074 (meters)       19.93  (feet) COMP
 DR5316  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 DR5316
 DR5316  VERT ORDER      -  FIRST     CLASS II
 DR5316
 DR5316.The horizontal coordinates were determined by differentially corrected
 DR5316.hand held GPS observations or other comparable positioning techniques
 DR5316.and have an estimated accuracy of +/- 3 meters.
 DR5316
 DR5316.The orthometric height was determined by differential leveling and
 DR5316.adjusted by the NATIONAL GEODETIC SURVEY
 DR5316.in July 2020.
 DR5316
 DR5316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5316.GEOID18 height accuracy estimate available here.
 DR5316
 DR5316.Click photographs - Photos may exist for this station.
 DR5316
 DR5316.The dynamic height is computed by dividing the NAVD 88
 DR5316.geopotential number by the normal gravity value computed on the
 DR5316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5316.degrees latitude (g = 980.6199 gals.).
 DR5316
 DR5316.The modeled gravity was interpolated from observed gravity values.
 DR5316
 DR5316;                    North         East    Units  Estimated Accuracy
 DR5316;SPC NJ       -   170,305.5     189,821.0     MT  (+/- 3 meters HH1 GPS) 
 DR5316
 DR5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8226068881(NAD 83)
 DR5316
 DR5316                          SUPERSEDED SURVEY CONTROL
 DR5316
 DR5316.No superseded survey control is available for this station.
 DR5316
 DR5316_MARKER: DD = SURVEY DISK
 DR5316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5316_STAMPING: 15261
 DR5316_MARK LOGO: NJDCED
 DR5316_PROJECTION: FLUSH
 DR5316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5316+STABILITY: SURFACE MOTION
 DR5316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5316+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2017
 DR5316
 DR5316  HISTORY     - Date     Condition        Report By
 DR5316  HISTORY     - 1950     MONUMENTED       NJDCED
 DR5316  HISTORY     - 20171116 GOOD             NJGS
 DR5316
 DR5316                          STATION DESCRIPTION
 DR5316
 DR5316'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DR5316'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH OF ASBURY PARK, 10.0
 DR5316'MI (16.1 KM) EAST-SOUTHEAST OF KEYPORT AND 4.8 MI (7.7 KM)
 DR5316'NORTH-NORTHWEST OF LONG BRANCH IN THE BOROUGH OF FAIR HAVEN.
 DR5316'
 DR5316'TO REACH THE STATION FROM THE INTERSECTION OF WEST FRONT STREET/RIVER
 DR5316'ROAD (COUNTY ROUTE 10) AND MAPLE AVENUE (NEW JERSEY STATE ROUTE 35),
 DR5316'GO 2.30 MI (3.70 KM) NORTH-NORTHEAST ON RIVER ROAD TO THE STATION ON
 DR5316'THE RIGHT.
 DR5316'
 DR5316'THE STATION IS ON THE SOUTH SIDE OF RIVER ROAD, 103.7 FT (31.6 M) EAST
 DR5316'OF THE CENTERLINE OF ELM PLACE, 41.1 FT (12.5 M) SOUTH OF POLE NUMBER
 DR5316'BT60058FH, 15.4 FT (4.7 M) SOUTHEAST OF THE CENTERLINE OF RIVER ROAD,
 DR5316'1 FT (0.3 M) SOUTHEAST OF EDGE OF THE CURB IN FRONT OF HOUSE NUMBER
 DR5316'868.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0875 ***********************************************************************
 KV0875  DESIGNATION -  15262
 KV0875  PID         -  KV0875
 KV0875  STATE/COUNTY-  NJ/MONMOUTH
 KV0875  COUNTRY     -  US
 KV0875  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0875
 KV0875                         *CURRENT SURVEY CONTROL
 KV0875  ______________________________________________________________________
 KV0875* NAD 83(1986) POSITION- 40 22 05.87   (N) 074 01 43.61   (W)   HD_HELD1
 KV0875* NAVD 88 ORTHO HEIGHT -     7.360 (meters)       24.15  (feet) ADJUSTED
 KV0875  ______________________________________________________________________
 KV0875  GEOID HEIGHT    -        -32.555 (meters)                     GEOID18
 KV0875  DYNAMIC HEIGHT  -          7.356 (meters)       24.13  (feet) COMP
 KV0875  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 KV0875
 KV0875  VERT ORDER      -  FIRST     CLASS II
 KV0875
 KV0875.The horizontal coordinates were determined by differentially corrected
 KV0875.hand held GPS observations or other comparable positioning techniques
 KV0875.and have an estimated accuracy of +/- 3 meters.
 KV0875
 KV0875.The orthometric height was determined by differential leveling and
 KV0875.adjusted by the NATIONAL GEODETIC SURVEY
 KV0875.in July 2020.
 KV0875
 KV0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0875.GEOID18 height accuracy estimate available here.
 KV0875
 KV0875.Click photographs - Photos may exist for this station.
 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       -   170,512.0     190,018.3     MT  (+/- 3 meters HH1 GPS) 
 KV0875
 KV0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8245669088(NAD 83)
 KV0875
 KV0875                          SUPERSEDED SURVEY CONTROL
 KV0875
 KV0875  NAVD 88 (06/15/91)    7.414  (m)           24.32   (f) SUPERSEDED  2 0
 KV0875  NGVD 29 (04/16/92)    7.733  (m)           25.37   (f) ADJUSTED    2 0
 KV0875  NGVD 29 (??/??/87)    7.776  (m)           25.51   (f) SUPERSEDED  2 0
 KV0875
 KV0875.Superseded values are not recommended for survey control.
 KV0875
 KV0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0875.See file dsdata.pdf to determine how the superseded data were derived.
 KV0875
 KV0875_MARKER: DD = SURVEY DISK
 KV0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0875_STAMPING: 15262
 KV0875_MARK LOGO: NJDCED
 KV0875_PROJECTION: FLUSH
 KV0875_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0875+STABILITY: SURFACE MOTION
 KV0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0875+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2020
 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  HISTORY     - 20180312 GOOD             NJGS
 KV0875  HISTORY     - 20190103 GOOD             NJGS
 KV0875  HISTORY     - 20200602 GOOD             NJGS
 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.
 KV0875
 KV0875                          STATION RECOVERY (2018)
 KV0875
 KV0875'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 KV0875'RECOVERED IN GOOD CONDITION.
 KV0875
 KV0875                          STATION RECOVERY (2019)
 KV0875
 KV0875'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV0875'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTH OF ASBURY PARK, 10.1
 KV0875'MI (16.3 KM) EAST-SOUTHEAST OF KEYPORT AND 4.8 MI (7.7 KM)
 KV0875'NORTH-NORTHWEST OF LONG BRANCH IN FAIR HAVEN.
 KV0875'
 KV0875'TO REACH THE STATION FROM THE INTERSECTION OF WEST FRONT STREET
 KV0875'(COUNTY ROUTE 10) AND MAPLE AVENUE, GO 2.47 MI (3.97 KM) NORTHEAST ON
 KV0875'WEST FRONT STREET TO THE STATION ON THE LEFT.
 KV0875'
 KV0875'THE STATION IS THE NORTH SIDE OF RIVER ROAD BETWEEN WOODLAND DRIVE AND
 KV0875'BROWNS LANE, 70 FT (21.3 M) NORTHWEST OF POLE NUMBER BT60145, 69 FT
 KV0875'(21.0 M) NORTHEAST OF POLE NUMBER 60144FH, 29.75 FT (9.1 M) NORTHWEST
 KV0875'OF THE CENTERLINE OF RIVER ROAD, 1.8 FT (0.5 M) NORTHWEST OF EDGE OF
 KV0875'CURB.
 KV0875
 KV0875                          STATION RECOVERY (2020)
 KV0875
 KV0875'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV0875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5317 ***********************************************************************
 DR5317  DESIGNATION -  15264
 DR5317  PID         -  DR5317
 DR5317  STATE/COUNTY-  NJ/MONMOUTH
 DR5317  COUNTRY     -  US
 DR5317  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5317
 DR5317                         *CURRENT SURVEY CONTROL
 DR5317  ______________________________________________________________________
 DR5317* NAD 83(1986) POSITION- 40 22 18.28   (N) 074 01 13.56   (W)   HD_HELD1
 DR5317* NAVD 88 ORTHO HEIGHT -    16.801 (meters)       55.12  (feet) ADJUSTED
 DR5317  ______________________________________________________________________
 DR5317  GEOID HEIGHT    -        -32.565 (meters)                     GEOID18
 DR5317  DYNAMIC HEIGHT  -         16.793 (meters)       55.10  (feet) COMP
 DR5317  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 DR5317
 DR5317  VERT ORDER      -  FIRST     CLASS II
 DR5317
 DR5317.The horizontal coordinates were determined by differentially corrected
 DR5317.hand held GPS observations or other comparable positioning techniques
 DR5317.and have an estimated accuracy of +/- 3 meters.
 DR5317
 DR5317.The orthometric height was determined by differential leveling and
 DR5317.adjusted by the NATIONAL GEODETIC SURVEY
 DR5317.in July 2020.
 DR5317
 DR5317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5317.GEOID18 height accuracy estimate available here.
 DR5317
 DR5317.Click photographs - Photos may exist for this station.
 DR5317
 DR5317.The dynamic height is computed by dividing the NAVD 88
 DR5317.geopotential number by the normal gravity value computed on the
 DR5317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5317.degrees latitude (g = 980.6199 gals.).
 DR5317
 DR5317.The modeled gravity was interpolated from observed gravity values.
 DR5317
 DR5317;                    North         East    Units  Estimated Accuracy
 DR5317;SPC NJ       -   170,898.5     190,725.1     MT  (+/- 3 meters HH1 GPS) 
 DR5317
 DR5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8316069479(NAD 83)
 DR5317
 DR5317                          SUPERSEDED SURVEY CONTROL
 DR5317
 DR5317.No superseded survey control is available for this station.
 DR5317
 DR5317_MARKER: DD = SURVEY DISK
 DR5317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5317_STAMPING: 15264
 DR5317_MARK LOGO: NJDCED
 DR5317_PROJECTION: RECESSED 15 CENTIMETERS
 DR5317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5317+STABILITY: SURFACE MOTION
 DR5317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5317+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2019
 DR5317
 DR5317  HISTORY     - Date     Condition        Report By
 DR5317  HISTORY     - 1950     MONUMENTED       NJDCED
 DR5317  HISTORY     - 20190103 GOOD             NJGS
 DR5317
 DR5317                          STATION DESCRIPTION
 DR5317
 DR5317'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR5317'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTH OF ASBURY PARK, 10.4
 DR5317'MI (16.7 KM) EAST-SOUTHEAST OF KEYPORT AND 4.9 MI (7.9 KM)
 DR5317'NORTH-NORTHWEST OF LONG BRANCH IN RUMSON.
 DR5317'
 DR5317'TO REACH THE STATION FROM THE INTERSECTION OF WEST FRONT STREET/RIVER
 DR5317'ROAD (COUNTY ROUTE 10) AND MAPLE AVENUE (NEW JERSEY STATE ROUTE 35),
 DR5317'GO 3.0 MI (4.8 KM) EAST-NORTHEAST ON RIVER ROAD TO THE STATION ON THE
 DR5317'RIGHT.
 DR5317'
 DR5317'THE STATION IS THE SOUTH SIDE OF RIVER ROAD, 131 FT (39.9 M)
 DR5317'WEST-SOUTHWEST OF THE CENTERLINE OF BELLEVUE AVENUE AND RIGHT ACROSS
 DR5317'FROM A DRIVEWAY, 44.8 FT (13.7 M) EAST-NORTHEAST OF POLE NUMBER
 DR5317'BT60051RN, 17 FT (5.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF RIVER
 DR5317'ROAD, 6 FT (1.8 M) WEST-SOUTHWEST OF EXTENDED CENTERLINE OF THE
 DR5317'DRIVEWAY OF HOUSE NUMBER 80.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0874 ***********************************************************************
 KV0874  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0874  DESIGNATION -  15265
 KV0874  PID         -  KV0874
 KV0874  STATE/COUNTY-  NJ/MONMOUTH
 KV0874  COUNTRY     -  US
 KV0874  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0874
 KV0874                         *CURRENT SURVEY CONTROL
 KV0874  ______________________________________________________________________
 KV0874* NAD 83(1986) POSITION- 40 22 26.01   (N) 074 00 56.02   (W)   HD_HELD1
 KV0874* NAVD 88 ORTHO HEIGHT -     9.653 (meters)       31.67  (feet) ADJUSTED
 KV0874  ______________________________________________________________________
 KV0874  GEOID HEIGHT    -        -32.572 (meters)                     GEOID18
 KV0874  DYNAMIC HEIGHT  -          9.649 (meters)       31.66  (feet) COMP
 KV0874  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 KV0874
 KV0874  VERT ORDER      -  FIRST     CLASS II
 KV0874
 KV0874.The horizontal coordinates were determined by differentially corrected
 KV0874.hand held GPS observations or other comparable positioning techniques
 KV0874.and have an estimated accuracy of +/- 3 meters.
 KV0874
 KV0874.The orthometric height was determined by differential leveling and
 KV0874.adjusted by the NATIONAL GEODETIC SURVEY
 KV0874.in July 2020.
 KV0874
 KV0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0874.GEOID18 height accuracy estimate available here.
 KV0874
 KV0874.This Tidal Bench Mark is designated as VM 2565
 KV0874.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0874
 KV0874.Click photographs - Photos may exist for this station.
 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       -   171,139.2     191,137.6     MT  (+/- 3 meters HH1 GPS) 
 KV0874
 KV0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8357169721(NAD 83)
 KV0874
 KV0874                          SUPERSEDED SURVEY CONTROL
 KV0874
 KV0874  NAVD 88 (06/15/91)    9.692  (m)           31.80   (f) SUPERSEDED  2 0
 KV0874  NGVD 29 (04/16/92)   10.012  (m)           32.85   (f) ADJUSTED    2 0
 KV0874  NGVD 29 (??/??/87)   10.054  (m)           32.99   (f) SUPERSEDED  2 0
 KV0874
 KV0874.Superseded values are not recommended for survey control.
 KV0874
 KV0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0874.See file dsdata.pdf to determine how the superseded data were derived.
 KV0874
 KV0874_MARKER: DD = SURVEY DISK
 KV0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0874_STAMPING: 15265
 KV0874_MARK LOGO: NJDCED
 KV0874_PROJECTION: FLUSH
 KV0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - May 09, 2019
 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  HISTORY     - 20180312 GOOD             NJGS
 KV0874  HISTORY     - 20190509 GOOD             NJGS
 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.
 KV0874
 KV0874                          STATION RECOVERY (2018)
 KV0874
 KV0874'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 KV0874'RECOVERED IN GOOD CONDITION.
 KV0874
 KV0874                          STATION RECOVERY (2019)
 KV0874
 KV0874'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV0874'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) NORTH OF ASBURY PARK, 10.6
 KV0874'MI (17.1 KM) EAST-SOUTHEAST OF KEYPORT AND 5.0 MI (8.0 KM)
 KV0874'NORTH-NORTHWEST OF LONG BRANCH, IN RUMSON.
 KV0874'
 KV0874'TO REACH FROM THE INTERSECTION OF BINGHAM AVENUE (COUNTY ROUTE 8A) AND
 KV0874'RIVER ROAD (COUNTY ROUTE 10), GO O.35 MI SOUTHWEST ON RIVER ROAD TO
 KV0874'THE STATION ON THE RIGHT.
 KV0874'
 KV0874'THE MARK IS LOCATED ON THE NORTHWEST SIDE OF RIVER ROAD, 142 FT (43.3
 KV0874'M) SOUTHWEST OF THE CENTERLINE OF THIRD STREET ON THE NORTH SIDE OF
 KV0874'RIVER ROAD, 26 FT (7.9 M) SOUTHWEST OF THE CENTERLINE EXTENDED OF
 KV0874'THIRD STREET ON THE SOUTH SIDE OF RIVER ROAD, 2.5 FT (0.8 M) NORTHWEST
 KV0874'OF THE NORTHWEST EDGE OF PAVING OF RIVER ROAD, 9.5 FT (2.9 M)
 KV0874'SOUTHWEST OF THE SOUTHWEST CORNER OF A 12 FT (3.7 M) HIGH BRICK WALL
 KV0874'THAT IS PERPENDICULAR TO RIVER ROAD, 10 FT (3.0 M) SOUTHWEST OF A IRON
 KV0874'FENCE, 59 FT (18.0 M) WEST AND ACROSS THE ROAD FROM POLE NUMBER
 KV0874'BT60052.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5343 ***********************************************************************
 DR5343  DESIGNATION -  15273
 DR5343  PID         -  DR5343
 DR5343  STATE/COUNTY-  NJ/MONMOUTH
 DR5343  COUNTRY     -  US
 DR5343  USGS QUAD   -  LONG BRANCH EAST (2019)
 DR5343
 DR5343                         *CURRENT SURVEY CONTROL
 DR5343  ______________________________________________________________________
 DR5343* NAD 83(1986) POSITION- 40 21 54.59   (N) 073 59 27.29   (W)   HD_HELD1
 DR5343* NAVD 88 ORTHO HEIGHT -     7.118 (meters)       23.35  (feet) ADJUSTED
 DR5343  ______________________________________________________________________
 DR5343  GEOID HEIGHT    -        -32.629 (meters)                     GEOID18
 DR5343  DYNAMIC HEIGHT  -          7.115 (meters)       23.34  (feet) COMP
 DR5343  MODELED GRAVITY -    980,182.0   (mgal)                       NAVD 88
 DR5343
 DR5343  VERT ORDER      -  FIRST     CLASS II
 DR5343
 DR5343.The horizontal coordinates were determined by differentially corrected
 DR5343.hand held GPS observations or other comparable positioning techniques
 DR5343.and have an estimated accuracy of +/- 3 meters.
 DR5343
 DR5343.The orthometric height was determined by differential leveling and
 DR5343.adjusted by the NATIONAL GEODETIC SURVEY
 DR5343.in July 2020.
 DR5343
 DR5343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5343.GEOID18 height accuracy estimate available here.
 DR5343
 DR5343.Click photographs - Photos may exist for this station.
 DR5343
 DR5343.The dynamic height is computed by dividing the NAVD 88
 DR5343.geopotential number by the normal gravity value computed on the
 DR5343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5343.degrees latitude (g = 980.6199 gals.).
 DR5343
 DR5343.The modeled gravity was interpolated from observed gravity values.
 DR5343
 DR5343;                    North         East    Units  Estimated Accuracy
 DR5343;SPC NJ       -   170,181.9     193,236.1     MT  (+/- 3 meters HH1 GPS) 
 DR5343
 DR5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8567568776(NAD 83)
 DR5343
 DR5343                          SUPERSEDED SURVEY CONTROL
 DR5343
 DR5343.No superseded survey control is available for this station.
 DR5343
 DR5343_MARKER: DD = SURVEY DISK
 DR5343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5343_STAMPING: 15273
 DR5343_MARK LOGO: NJDCED
 DR5343_PROJECTION: FLUSH
 DR5343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5343+STABILITY: SURFACE MOTION
 DR5343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5343+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2018
 DR5343
 DR5343  HISTORY     - Date     Condition        Report By
 DR5343  HISTORY     - 1950     MONUMENTED       NJDCED
 DR5343  HISTORY     - 20181029 GOOD             NJGS
 DR5343
 DR5343                          STATION DESCRIPTION
 DR5343
 DR5343'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5343'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5343'10.1 MI (16.3 KM) NORTH OF ASBURY PARK AND 4.2 MI (6.8 KM) NORTH OF
 DR5343'LONG BRANCH, IN THE BOROUGH OF RUMSON.
 DR5343'
 DR5343'TO REACH THE STATION FROM THE INTERSECTION OF BINGHAM AVENUE (COUNTY
 DR5343'ROUTE 8A) AND RUMSON ROAD (COUNTY ROUTE 520), GO 0.5 MI (0.8 KM)
 DR5343'NORTHEAST ON RUMSON ROAD TO THE STATION ON THE LEFT ON THE NORTH SIDE
 DR5343'OF RUMSON ROAD AT THE SOUTHEAST END OF A TRAFFIC ISLAND FOR THE AVENUE
 DR5343'OF TWO RIVERS (COUNTY ROUTE 34).
 DR5343'
 DR5343'THE MARK IS LOCATED ON THE NORTHWEST CORNER OF THE JUNCTION OF RUMSON
 DR5343'ROAD (COUNTY ROUTE 520) AND AVENUE OF TWO RIVERS (COUNTY ROUTE 34),
 DR5343'28.75 FT (8.8 M) SOUTHWEST OF THE CENTERLINE OF AVENUE OF TWO RIVERS
 DR5343'ON THE SOUTH SIDE OF THE ISLAND, 24.33 FT (7.4 M) NORTH-NORTHWEST OF
 DR5343'THE CENTERLINE OF RUMSON ROAD, 22.92 FT (7.0 M) EAST OF THE CENTERLINE
 DR5343'OF AVENUE OF TWO RIVERS ON NORTH SIDE OF THE SPLIT, 9.42 FT (2.9 M)
 DR5343'SOUTH OF POLE NUMBER SC182RN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5347 ***********************************************************************
 DR5347  DESIGNATION -  15275
 DR5347  PID         -  DR5347
 DR5347  STATE/COUNTY-  NJ/MONMOUTH
 DR5347  COUNTRY     -  US
 DR5347  USGS QUAD   -  LONG BRANCH EAST (2019)
 DR5347
 DR5347                         *CURRENT SURVEY CONTROL
 DR5347  ______________________________________________________________________
 DR5347* NAD 83(1986) POSITION- 40 21 55.11   (N) 073 58 51.88   (W)   HD_HELD1
 DR5347* NAVD 88 ORTHO HEIGHT -     3.040 (meters)        9.97  (feet) ADJUSTED
 DR5347  ______________________________________________________________________
 DR5347  GEOID HEIGHT    -        -32.643 (meters)                     GEOID18
 DR5347  DYNAMIC HEIGHT  -          3.038 (meters)        9.97  (feet) COMP
 DR5347  MODELED GRAVITY -    980,179.6   (mgal)                       NAVD 88
 DR5347
 DR5347  VERT ORDER      -  FIRST     CLASS II
 DR5347
 DR5347.The horizontal coordinates were determined by differentially corrected
 DR5347.hand held GPS observations or other comparable positioning techniques
 DR5347.and have an estimated accuracy of +/- 3 meters.
 DR5347
 DR5347.The orthometric height was determined by differential leveling and
 DR5347.adjusted by the NATIONAL GEODETIC SURVEY
 DR5347.in July 2020.
 DR5347
 DR5347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5347.GEOID18 height accuracy estimate available here.
 DR5347
 DR5347.Click photographs - Photos may exist for this station.
 DR5347
 DR5347.The dynamic height is computed by dividing the NAVD 88
 DR5347.geopotential number by the normal gravity value computed on the
 DR5347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5347.degrees latitude (g = 980.6199 gals.).
 DR5347
 DR5347.The modeled gravity was interpolated from observed gravity values.
 DR5347
 DR5347;                    North         East    Units  Estimated Accuracy
 DR5347;SPC NJ       -   170,202.8     194,071.4     MT  (+/- 3 meters HH1 GPS) 
 DR5347
 DR5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8651068802(NAD 83)
 DR5347
 DR5347                          SUPERSEDED SURVEY CONTROL
 DR5347
 DR5347.No superseded survey control is available for this station.
 DR5347
 DR5347_MARKER: DD = SURVEY DISK
 DR5347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5347_STAMPING: 15275
 DR5347_MARK LOGO: NJDCED
 DR5347_PROJECTION: RECESSED 15 CENTIMETERS
 DR5347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5347+STABILITY: SURFACE MOTION
 DR5347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5347+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2018
 DR5347
 DR5347  HISTORY     - Date     Condition        Report By
 DR5347  HISTORY     - 1950     MONUMENTED       NJDCED
 DR5347  HISTORY     - 20181029 GOOD             NJGS
 DR5347
 DR5347                          STATION DESCRIPTION
 DR5347
 DR5347'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5347'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5347'10.1 MI (16.3 KM) NORTH OF ASBURY PARK AND 4.3 MI (6.9 KM) NORTH OF
 DR5347'LONG BRANCH IN RUMSON.
 DR5347'
 DR5347'TO REACH THE STATION FROM THE INTERSECTION OF RUMSON ROAD COUNTY ROUTE
 DR5347'520) AND BINGHAM AVENUE (COUNTY ROUTE 8A), GO 1.0 MI (1.6 KM) EAST ON
 DR5347'RUMSON ROAD TO THE STATION ON THE RIGHT.
 DR5347'
 DR5347'THE STATION IS ON THE SOUTH SIDE OF RUMSON ROAD, ACROSS FROM THE HOLY
 DR5347'CROSS SCHOOL, ABOUT 0.3 MI (0.5 KM) WEST OF THE CENTER OF THE
 DR5347'SHREWSBURY RIVER BRIDGE.
 DR5347'
 DR5347'THE STATION IS 83.8 FT (25.5 M) EAST OF THE CENTERLINE OF DRIVEWAY
 DR5347'ENTRANCE TO HOUSE NUMBER 43, 83.5 FT (25.5 M) SOUTH OF FRONT EDGE OF
 DR5347'STEPS LEADING TO SCHOOL ENTRANCE, 56.8 FT (17.3 M) WEST OF THE
 DR5347'CENTERLINE OF DRIVEWAY ENTRANCE TO HOUSE NUMBER 39, 15 FT (4.6 M)
 DR5347'SOUTH OF THE CENTERLINE OF RUMSON ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6562 ***********************************************************************
 DK6562  DESIGNATION -  15288
 DK6562  PID         -  DK6562
 DK6562  STATE/COUNTY-  NJ/MONMOUTH
 DK6562  COUNTRY     -  US
 DK6562  USGS QUAD   -  FARMINGDALE (2016)
 DK6562
 DK6562                         *CURRENT SURVEY CONTROL
 DK6562  ______________________________________________________________________
 DK6562* NAD 83(1986) POSITION- 40 14 38.82   (N) 074 14 16.63   (W)   HD_HELD1
 DK6562* NAVD 88 ORTHO HEIGHT -    42.946 (meters)      140.90  (feet) ADJUSTED
 DK6562  ______________________________________________________________________
 DK6562  GEOID HEIGHT    -        -32.386 (meters)                     GEOID18
 DK6562  DYNAMIC HEIGHT  -         42.928 (meters)      140.84  (feet) COMP
 DK6562  MODELED GRAVITY -    980,211.9   (mgal)                       NAVD 88
 DK6562
 DK6562  VERT ORDER      -  FIRST     CLASS II
 DK6562
 DK6562.The horizontal coordinates were determined by differentially corrected
 DK6562.hand held GPS observations or other comparable positioning techniques
 DK6562.and have an estimated accuracy of +/- 3 meters.
 DK6562
 DK6562.The orthometric height was determined by differential leveling and
 DK6562.adjusted by the NATIONAL GEODETIC SURVEY
 DK6562.in May 2011.
 DK6562
 DK6562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6562.GEOID18 height accuracy estimate available here.
 DK6562
 DK6562.Click photographs - Photos may exist for this station.
 DK6562
 DK6562.The dynamic height is computed by dividing the NAVD 88
 DK6562.geopotential number by the normal gravity value computed on the
 DK6562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6562.degrees latitude (g = 980.6199 gals.).
 DK6562
 DK6562.The modeled gravity was interpolated from observed gravity values.
 DK6562
 DK6562;                    North         East    Units  Estimated Accuracy
 DK6562;SPC NJ       -   156,650.6     172,295.1     MT  (+/- 3 meters HH1 GPS) 
 DK6562
 DK6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6481655130(NAD 83)
 DK6562
 DK6562                          SUPERSEDED SURVEY CONTROL
 DK6562
 DK6562.No superseded survey control is available for this station.
 DK6562
 DK6562_MARKER: DD = SURVEY DISK
 DK6562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6562_STAMPING: 15288
 DK6562_MARK LOGO: NJDCED
 DK6562_PROJECTION: RECESSED 30 CENTIMETERS
 DK6562_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6562+STABILITY: SURFACE MOTION
 DK6562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6562+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DK6562
 DK6562  HISTORY     - Date     Condition        Report By
 DK6562  HISTORY     - UNK      MONUMENTED       NJDCED
 DK6562  HISTORY     - 20070710 GOOD             NJGS
 DK6562  HISTORY     - 20141117 GOOD             NJGS
 DK6562  HISTORY     - 20150317 GOOD             NJGS
 DK6562
 DK6562                          STATION DESCRIPTION
 DK6562
 DK6562'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DK6562'THE STATION IS LOCATED IN HOWELL TOWNSHIP, ON THE NORTHEAST SIDE OF NJ
 DK6562'ROUTE 33 BUSINESS, IN FRONT OF HOUSE NUMBER 869.
 DK6562'
 DK6562'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK
 DK6562'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO
 DK6562'ABOUT 2.0 MI (3.22 KM) EAST ON ROUTE 33 BUSINESS TO THE STATION ON THE
 DK6562'LEFT.
 DK6562'
 DK6562'THE STATION IS 20.2 FT (6.2 M) NORTH OF POLE NUMBER BT4599HL, 84.7 FT
 DK6562'(25.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 869 (ALLIED
 DK6562'DIESEL), 49.6 FT (15.1 M) NORTHEAST AND ACROSS ROUTE 33 FROM POLE
 DK6562'NUMBER JC202HL, 136.9 FT (41.7 M) SOUTHEAST OF THE NORTHERLY DRIVEWAY
 DK6562'TO HOUSE NUMBER 869, 25.0 NORTHEAST OF THE CENTERLINE OF ROUTE 33.
 DK6562'THERE IS A PARKING LOT FOR AN AUTO DEALERSHIP ACROSS THE ROAD FROM THE
 DK6562'STATION.
 DK6562
 DK6562                          STATION RECOVERY (2014)
 DK6562
 DK6562'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DK6562'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTHWEST OF FARMINGDALE,
 DK6562'2.2 MI (3.5 KM) EAST-SOUTHEAST OF FREEHOLD AND 2.1 MI (3.4 KM)
 DK6562'NORTH-NORTHEAST OF ADELPHIA, IN HOWELL TOWNSHIP.
 DK6562'
 DK6562'IT IS 47 FT (14.3 M) NORTHWEST OF THE SOUTHEAST CENTERLINE OF THE
 DK6562'DRIVEWAY LEADING TO HOUSE NUMBER 869 (ALLIED DIESEL COMPANY), 5.4 FT
 DK6562'(1.6 M) NORTHEAST OF THE MAILBOX, 25 FT (7.6 M) NORTHEAST OF THE
 DK6562'CENTERLINE OF ROUTE 33.
 DK6562
 DK6562                          STATION RECOVERY (2015)
 DK6562
 DK6562'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DK6562'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0817 ***********************************************************************
 DQ0817  DESIGNATION -  15289
 DQ0817  PID         -  DQ0817
 DQ0817  STATE/COUNTY-  NJ/MONMOUTH
 DQ0817  COUNTRY     -  US
 DQ0817  USGS QUAD   -  FARMINGDALE (2016)
 DQ0817
 DQ0817                         *CURRENT SURVEY CONTROL
 DQ0817  ______________________________________________________________________
 DQ0817* NAD 83(1986) POSITION- 40 14 11.47   (N) 074 13 30.92   (W)   HD_HELD1
 DQ0817* NAVD 88 ORTHO HEIGHT -    38.161 (meters)      125.20  (feet) ADJUSTED
 DQ0817  ______________________________________________________________________
 DQ0817  GEOID HEIGHT    -        -32.410 (meters)                     GEOID18
 DQ0817  DYNAMIC HEIGHT  -         38.145 (meters)      125.15  (feet) COMP
 DQ0817  MODELED GRAVITY -    980,210.0   (mgal)                       NAVD 88
 DQ0817
 DQ0817  VERT ORDER      -  FIRST     CLASS II
 DQ0817
 DQ0817.The horizontal coordinates were determined by differentially corrected
 DQ0817.hand held GPS observations or other comparable positioning techniques
 DQ0817.and have an estimated accuracy of +/- 3 meters.
 DQ0817
 DQ0817.The orthometric height was determined by differential leveling and
 DQ0817.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0817.in February 2016.
 DQ0817
 DQ0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0817.GEOID18 height accuracy estimate available here.
 DQ0817
 DQ0817.Click photographs - Photos may exist for this station.
 DQ0817
 DQ0817.The dynamic height is computed by dividing the NAVD 88
 DQ0817.geopotential number by the normal gravity value computed on the
 DQ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0817.degrees latitude (g = 980.6199 gals.).
 DQ0817
 DQ0817.The modeled gravity was interpolated from observed gravity values.
 DQ0817
 DQ0817;                    North         East    Units  Estimated Accuracy
 DQ0817;SPC NJ       -   155,810.4     173,378.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0817
 DQ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6590354296(NAD 83)
 DQ0817
 DQ0817                          SUPERSEDED SURVEY CONTROL
 DQ0817
 DQ0817.No superseded survey control is available for this station.
 DQ0817
 DQ0817_MARKER: DD = SURVEY DISK
 DQ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0817_STAMPING: 15289
 DQ0817_MARK LOGO: NJDCED
 DQ0817_PROJECTION: RECESSED 15 CENTIMETERS
 DQ0817_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0817+STABILITY: SURFACE MOTION
 DQ0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0817+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0817
 DQ0817  HISTORY     - Date     Condition        Report By
 DQ0817  HISTORY     - UNK      MONUMENTED
 DQ0817  HISTORY     - 20150317 GOOD             NJGS
 DQ0817
 DQ0817                          STATION DESCRIPTION
 DQ0817
 DQ0817'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0817'THE STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTHWEST OF FARMINGDALE,
 DQ0817'3.1 MI (5.0 KM) EAST-SOUTHEAST OF FREEHOLD AND 2.1 MI (3.4 KM)
 DQ0817'NORTHEAST OF ADELPHIA, IN HOWELL TOWNSHIP.
 DQ0817'
 DQ0817'TO REACH FROM THE INTERSECTION OF HOWELL ROAD/FIVE POINTS ROAD AND NEW
 DQ0817'JERSEY STATE HIGHWAY 33 (BUSINESS, GO 0.3 MI (0.5 KM) SOUTHEAST ON NEW
 DQ0817'JERSEY STATE HIGHWAY 33 (BUSINESS) TO THE STATION ON THE LEFT.
 DQ0817'
 DQ0817'THE STATION IS 25.2 FT (7.7 M) NORTHEAST OF THE CENTERLINE OF NEW
 DQ0817'JERSEY STATE HIGHWAY 33 (BUSINESS, 4.6 FT (1.4 M) NORTHEAST OF THE
 DQ0817'NORTHEAST EDGE OF PAVING, 94.3 FT (28.7 M) NORTHWEST OF POLE NUMBER
 DQ0817'40262HL, 93 FT (28.3 M) SOUTHEAST OF A CULVERT OVER LONG BROOK, 70.1
 DQ0817'FT (21.4 M) SOUTHEAST OF POLE NUMBER BT4568HL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9997 ***********************************************************************
 DP9997  DESIGNATION -  15293
 DP9997  PID         -  DP9997
 DP9997  STATE/COUNTY-  NJ/MONMOUTH
 DP9997  COUNTRY     -  US
 DP9997  USGS QUAD   -  FARMINGDALE (2016)
 DP9997
 DP9997                         *CURRENT SURVEY CONTROL
 DP9997  ______________________________________________________________________
 DP9997* NAD 83(1986) POSITION- 40 13 49.73   (N) 074 12 28.94   (W)   HD_HELD1
 DP9997* NAVD 88 ORTHO HEIGHT -    37.959 (meters)      124.54  (feet) ADJUSTED
 DP9997  ______________________________________________________________________
 DP9997  GEOID HEIGHT    -        -32.443 (meters)                     GEOID18
 DP9997  DYNAMIC HEIGHT  -         37.943 (meters)      124.48  (feet) COMP
 DP9997  MODELED GRAVITY -    980,207.8   (mgal)                       NAVD 88
 DP9997
 DP9997  VERT ORDER      -  FIRST     CLASS II
 DP9997
 DP9997.The horizontal coordinates were determined by differentially corrected
 DP9997.hand held GPS observations or other comparable positioning techniques
 DP9997.and have an estimated accuracy of +/- 3 meters.
 DP9997
 DP9997.The orthometric height was determined by differential leveling and
 DP9997.adjusted by the NATIONAL GEODETIC SURVEY
 DP9997.in February 2016.
 DP9997
 DP9997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9997.GEOID18 height accuracy estimate available here.
 DP9997
 DP9997.Click photographs - Photos may exist for this station.
 DP9997
 DP9997.The dynamic height is computed by dividing the NAVD 88
 DP9997.geopotential number by the normal gravity value computed on the
 DP9997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9997.degrees latitude (g = 980.6199 gals.).
 DP9997
 DP9997.The modeled gravity was interpolated from observed gravity values.
 DP9997
 DP9997;                    North         East    Units  Estimated Accuracy
 DP9997;SPC NJ       -   155,144.6     174,845.2     MT  (+/- 3 meters HH1 GPS) 
 DP9997
 DP9997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6737453639(NAD 83)
 DP9997
 DP9997                          SUPERSEDED SURVEY CONTROL
 DP9997
 DP9997.No superseded survey control is available for this station.
 DP9997
 DP9997_MARKER: DB = BENCH MARK DISK
 DP9997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9997_STAMPING: 15293
 DP9997_MARK LOGO: NJDCED
 DP9997_PROJECTION: RECESSED 10 CENTIMETERS
 DP9997_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9997+STABILITY: SURFACE MOTION
 DP9997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9997+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9997
 DP9997  HISTORY     - Date     Condition        Report By
 DP9997  HISTORY     - 1948     MONUMENTED       NJDCED
 DP9997  HISTORY     - 20150317 GOOD             NJGS
 DP9997
 DP9997                          STATION DESCRIPTION
 DP9997
 DP9997'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9997'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-SOUTHEAST OF
 DP9997'FREEHOLD, 3.1 MI (5.0 KM) NORTHWEST OF FARMINGDALE AND 2.7 MI (4.3 KM)
 DP9997'EAST-NORTHEAST OF ADELPHIA, IN HOWELL TOWNSHIP.
 DP9997'
 DP9997'TO REACH FROM THE INTERSECTION OF BRICKYARD/FAIRFIELD ROAD AND NEW
 DP9997'JERSEY BUSINESS 33, GO 0.75 MI (1.2 KM) EAST ON NEW JERSEY ROUTE 33 TO
 DP9997'THE STATION ON THE RIGHT, STATION IS ON THE SOUTH SIDE OF ROUTE 33, IN
 DP9997'FRONT OF HOUSE NUMBER 1006.
 DP9997'
 DP9997'IT IS 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF PAVING,
 DP9997'22 FT (6.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF ROUTE 33, 23.4 FT
 DP9997'(7.1 M) SOUTHEAST OF A POLE WITH NO NUMBER, 22 FT (6.7 M) SOUTHEAST OF
 DP9997'THE CENTERLINE OF THE DRIVEWAY, 59 FT (18.0 M) NORTHEAST OF THE
 DP9997'NORTHWEST CORNER OF THE HOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9995 ***********************************************************************
 DP9995  DESIGNATION -  15296
 DP9995  PID         -  DP9995
 DP9995  STATE/COUNTY-  NJ/MONMOUTH
 DP9995  COUNTRY     -  US
 DP9995  USGS QUAD   -  FARMINGDALE (2016)
 DP9995
 DP9995                         *CURRENT SURVEY CONTROL
 DP9995  ______________________________________________________________________
 DP9995* NAD 83(1986) POSITION- 40 13 34.95   (N) 074 11 18.90   (W)   HD_HELD1
 DP9995* NAVD 88 ORTHO HEIGHT -    32.565 (meters)      106.84  (feet) ADJUSTED
 DP9995  ______________________________________________________________________
 DP9995  GEOID HEIGHT    -        -32.481 (meters)                     GEOID18
 DP9995  DYNAMIC HEIGHT  -         32.551 (meters)      106.79  (feet) COMP
 DP9995  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 DP9995
 DP9995  VERT ORDER      -  FIRST     CLASS II
 DP9995
 DP9995.The horizontal coordinates were determined by differentially corrected
 DP9995.hand held GPS observations or other comparable positioning techniques
 DP9995.and have an estimated accuracy of +/- 3 meters.
 DP9995
 DP9995.The orthometric height was determined by differential leveling and
 DP9995.adjusted by the NATIONAL GEODETIC SURVEY
 DP9995.in February 2016.
 DP9995
 DP9995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9995.GEOID18 height accuracy estimate available here.
 DP9995
 DP9995.Click photographs - Photos may exist for this station.
 DP9995
 DP9995.The dynamic height is computed by dividing the NAVD 88
 DP9995.geopotential number by the normal gravity value computed on the
 DP9995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9995.degrees latitude (g = 980.6199 gals.).
 DP9995
 DP9995.The modeled gravity was interpolated from observed gravity values.
 DP9995
 DP9995;                    North         East    Units  Estimated Accuracy
 DP9995;SPC NJ       -   154,694.4     176,502.4     MT  (+/- 3 meters HH1 GPS) 
 DP9995
 DP9995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6903353198(NAD 83)
 DP9995
 DP9995                          SUPERSEDED SURVEY CONTROL
 DP9995
 DP9995.No superseded survey control is available for this station.
 DP9995
 DP9995_MARKER: DB = BENCH MARK DISK
 DP9995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9995_STAMPING: 15296
 DP9995_MARK LOGO: NJDCED
 DP9995_PROJECTION: RECESSED 10 CENTIMETERS
 DP9995_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9995+STABILITY: SURFACE MOTION
 DP9995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9995+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2018
 DP9995
 DP9995  HISTORY     - Date     Condition        Report By
 DP9995  HISTORY     - 1948     MONUMENTED       NJDCED
 DP9995  HISTORY     - 20150317 GOOD             NJGS
 DP9995  HISTORY     - 20180523 GOOD             NJGS
 DP9995
 DP9995                          STATION DESCRIPTION
 DP9995
 DP9995'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9995'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST-SOUTHEAST OF
 DP9995'FREEHOLD, 3.6 MI (5.8 KM) EAST OF ADELPHIA AND 2.3 MI (3.7 KM)
 DP9995'NORTH-NORTHWEST OF FARMINGDALE, IN HOWELL TOWNSHIP.
 DP9995'
 DP9995'TO REACH FROM THE INTERSECTION OF BRICKYARD/FAIRFIELD ROAD AND NEW
 DP9995'JERSEY BUSINESS 33, GO 1.8 MI (2.9 KM) EAST ON NEW JERSEY ROUTE 33 TO
 DP9995'THE STATION ON THE LEFT, STATION IS ON THE NORTH SIDE OF ROUTE 33.
 DP9995'
 DP9995'IT IS 225 FT (68.6 M) EAST OF THE CENTERLINE EXTENDED FOR HOLLY ROAD,
 DP9995'6.8 FT (2.1 M) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF PAVING, 28 FT
 DP9995'(8.5 M) NORTH-NORTHEAST OF THE CENTERLINE OF ROUTE 33, 10 FT (3.0 M)
 DP9995'SOUTH-SOUTHWEST OF THE CHAIN LINK FENCE FOR THE EARLE NAVAL AMMUNITION
 DP9995'DEPOT, 141.5 FT (43.1 M) NORTHWEST OF POLE NUMBER JC4902HL, 57.5 FT
 DP9995'(17.5 M) NORTHEAST AND ACROSS THE ROAD FROM POLE NUMBER JC4879HL.
 DP9995
 DP9995                          STATION RECOVERY (2018)
 DP9995
 DP9995'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DP9995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0514 ***********************************************************************
 KV0514  DESIGNATION -  153.97 NJGS
 KV0514  PID         -  KV0514
 KV0514  STATE/COUNTY-  NJ/BERGEN
 KV0514  COUNTRY     -  US
 KV0514  USGS QUAD   -  HACKENSACK (2019)
 KV0514
 KV0514                         *CURRENT SURVEY CONTROL
 KV0514  ______________________________________________________________________
 KV0514* NAD 83(1986) POSITION- 40 59 23.     (N) 074 06 57.     (W)   SCALED
 KV0514* NAVD 88 ORTHO HEIGHT -    46.694 (meters)      153.20  (feet) ADJUSTED
 KV0514  ______________________________________________________________________
 KV0514  GEOID HEIGHT    -        -32.019 (meters)                     GEOID18
 KV0514  DYNAMIC HEIGHT  -         46.676 (meters)      153.14  (feet) COMP
 KV0514  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 KV0514
 KV0514  VERT ORDER      -  SECOND    CLASS 0
 KV0514
 KV0514.The horizontal coordinates were scaled from a map and have
 KV0514.an estimated accuracy of +/- 6 seconds.
 KV0514
 KV0514.The orthometric height was determined by differential leveling and
 KV0514.adjusted by the NATIONAL GEODETIC SURVEY
 KV0514.in June 1991.
 KV0514
 KV0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0514.GEOID18 height accuracy estimate available here.
 KV0514
 KV0514.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL743379(NAD 83)
 KV0514
 KV0514                          SUPERSEDED SURVEY CONTROL
 KV0514
 KV0514  NGVD 29 (11/26/84)   46.980  (m)          154.13   (f) ADJUSTED    2 0
 KV0514
 KV0514.Superseded values are not recommended for survey control.
 KV0514
 KV0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0514.See file dsdata.pdf to determine how the superseded data were derived.
 KV0514
 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 = JULY 24, 2026 22:12:30 EDT
 LY0435 ***********************************************************************
 LY0435  DESIGNATION -  1534
 LY0435  PID         -  LY0435
 LY0435  STATE/COUNTY-  NJ/PASSAIC
 LY0435  COUNTRY     -  US
 LY0435  USGS QUAD   -  WANAQUE (2019)
 LY0435
 LY0435                         *CURRENT SURVEY CONTROL
 LY0435  ______________________________________________________________________
 LY0435* NAD 83(1986) POSITION- 41 00 38.     (N) 074 17 46.     (W)   SCALED
 LY0435* NAVD 88 ORTHO HEIGHT -    66.677 (meters)      218.76  (feet) ADJUSTED
 LY0435  ______________________________________________________________________
 LY0435  GEOID HEIGHT    -        -32.288 (meters)                     GEOID18
 LY0435  DYNAMIC HEIGHT  -         66.650 (meters)      218.67  (feet) COMP
 LY0435  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 LY0435
 LY0435  VERT ORDER      -  SECOND    CLASS 0
 LY0435
 LY0435.The horizontal coordinates were scaled from a map and have
 LY0435.an estimated accuracy of +/- 6 seconds.
 LY0435
 LY0435.The orthometric height was determined by differential leveling and
 LY0435.adjusted by the NATIONAL GEODETIC SURVEY
 LY0435.in June 1991.
 LY0435
 LY0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0435.GEOID18 height accuracy estimate available here.
 LY0435
 LY0435.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591401(NAD 83)
 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
 LY0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0435.See file dsdata.pdf to determine how the superseded data were derived.
 LY0435
 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             CGS
 LY0435
 LY0435                          STATION DESCRIPTION
 LY0435
 LY0435'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0436 ***********************************************************************
 LY0436  DESIGNATION -  1535
 LY0436  PID         -  LY0436
 LY0436  STATE/COUNTY-  NJ/PASSAIC
 LY0436  COUNTRY     -  US
 LY0436  USGS QUAD   -  WANAQUE (2019)
 LY0436
 LY0436                         *CURRENT SURVEY CONTROL
 LY0436  ______________________________________________________________________
 LY0436* NAD 83(1986) POSITION- 41 00 52.     (N) 074 17 49.     (W)   SCALED
 LY0436* NAVD 88 ORTHO HEIGHT -    65.357 (meters)      214.43  (feet) ADJUSTED
 LY0436  ______________________________________________________________________
 LY0436  GEOID HEIGHT    -        -32.283 (meters)                     GEOID18
 LY0436  DYNAMIC HEIGHT  -         65.330 (meters)      214.34  (feet) COMP
 LY0436  MODELED GRAVITY -    980,216.5   (mgal)                       NAVD 88
 LY0436
 LY0436  VERT ORDER      -  SECOND    CLASS 0
 LY0436
 LY0436.The horizontal coordinates were scaled from a map and have
 LY0436.an estimated accuracy of +/- 6 seconds.
 LY0436
 LY0436.The orthometric height was determined by differential leveling and
 LY0436.adjusted by the NATIONAL GEODETIC SURVEY
 LY0436.in June 1991.
 LY0436
 LY0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0436.GEOID18 height accuracy estimate available here.
 LY0436
 LY0436.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591405(NAD 83)
 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
 LY0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0436.See file dsdata.pdf to determine how the superseded data were derived.
 LY0436
 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             CGS
 LY0436
 LY0436                          STATION DESCRIPTION
 LY0436
 LY0436'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0441 ***********************************************************************
 LY0441  DESIGNATION -  1536
 LY0441  PID         -  LY0441
 LY0441  STATE/COUNTY-  NJ/PASSAIC
 LY0441  COUNTRY     -  US
 LY0441  USGS QUAD   -  WANAQUE (2019)
 LY0441
 LY0441                         *CURRENT SURVEY CONTROL
 LY0441  ______________________________________________________________________
 LY0441* NAD 83(1986) POSITION- 41 01 42.94   (N) 074 17 49.51   (W)   HD_HELD1
 LY0441* NAVD 88 ORTHO HEIGHT -    68.451 (meters)      224.58  (feet) ADJUSTED
 LY0441  ______________________________________________________________________
 LY0441  GEOID HEIGHT    -        -32.261 (meters)                     GEOID18
 LY0441  DYNAMIC HEIGHT  -         68.423 (meters)      224.48  (feet) COMP
 LY0441  MODELED GRAVITY -    980,215.0   (mgal)                       NAVD 88
 LY0441
 LY0441  VERT ORDER      -  SECOND    CLASS 0
 LY0441
 LY0441.The horizontal coordinates were determined by differentially corrected
 LY0441.hand held GPS observations or other comparable positioning techniques
 LY0441.and have an estimated accuracy of +/- 3 meters.
 LY0441
 LY0441.The orthometric height was determined by differential leveling and
 LY0441.adjusted by the NATIONAL GEODETIC SURVEY
 LY0441.in June 1991.
 LY0441
 LY0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0441.GEOID18 height accuracy estimate available here.
 LY0441
 LY0441.Click photographs - Photos may exist for this station.
 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       -   243,742.6     167,063.1     MT  (+/- 3 meters HH1 GPS) 
 LY0441
 LY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5909042169(NAD 83)
 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
 LY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0441.See file dsdata.pdf to determine how the superseded data were derived.
 LY0441
 LY0441_STAMPING: 1536
 LY0441
 LY0441  HISTORY     - Date     Condition        Report By
 LY0441  HISTORY     - UNK      MONUMENTED       NJGS
 LY0441  HISTORY     - 1942     GOOD             CGS
 LY0441  HISTORY     - 20200302 MARK NOT FOUND   NJGS
 LY0441
 LY0441                          STATION DESCRIPTION
 LY0441
 LY0441'DESCRIBED BY COAST AND 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.
 LY0441
 LY0441                          STATION RECOVERY (2020)
 LY0441
 LY0441'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MJK)
 LY0441'AREA HAS BEEN ALTERED.  STREET NAMES ARE THE SAME.  GPS COORDINATES BY
 LY0441'NJGS LEAD TO RECENTLY BUILT BLOCK SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0442 ***********************************************************************
 LY0442  DESIGNATION -  1537
 LY0442  PID         -  LY0442
 LY0442  STATE/COUNTY-  NJ/PASSAIC
 LY0442  COUNTRY     -  US
 LY0442  USGS QUAD   -  WANAQUE (2019)
 LY0442
 LY0442                         *CURRENT SURVEY CONTROL
 LY0442  ______________________________________________________________________
 LY0442* NAD 83(1986) POSITION- 41 01 53.24   (N) 074 17 44.57   (W)   HD_HELD1
 LY0442* NAVD 88 ORTHO HEIGHT -    69.154 (meters)      226.88  (feet) ADJUSTED
 LY0442  ______________________________________________________________________
 LY0442  GEOID HEIGHT    -        -32.256 (meters)                     GEOID18
 LY0442  DYNAMIC HEIGHT  -         69.125 (meters)      226.79  (feet) COMP
 LY0442  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 LY0442
 LY0442  VERT ORDER      -  SECOND    CLASS 0
 LY0442
 LY0442.The horizontal coordinates were determined by differentially corrected
 LY0442.hand held GPS observations or other comparable positioning techniques
 LY0442.and have an estimated accuracy of +/- 3 meters.
 LY0442
 LY0442.The orthometric height was determined by differential leveling and
 LY0442.adjusted by the NATIONAL GEODETIC SURVEY
 LY0442.in June 1991.
 LY0442
 LY0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0442.GEOID18 height accuracy estimate available here.
 LY0442
 LY0442.Click photographs - Photos may exist for this station.
 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       -   244,060.6     167,177.8     MT  (+/- 3 meters HH1 GPS) 
 LY0442
 LY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5920342487(NAD 83)
 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
 LY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0442.See file dsdata.pdf to determine how the superseded data were derived.
 LY0442
 LY0442_STAMPING: 1537
 LY0442
 LY0442  HISTORY     - Date     Condition        Report By
 LY0442  HISTORY     - UNK      MONUMENTED       NJGS
 LY0442  HISTORY     - 1942     GOOD             CGS
 LY0442  HISTORY     - 20200302 MARK NOT FOUND   NJGS
 LY0442
 LY0442                          STATION DESCRIPTION
 LY0442
 LY0442'DESCRIBED BY COAST AND 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.
 LY0442
 LY0442                          STATION RECOVERY (2020)
 LY0442
 LY0442'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MJK)
 LY0442'TIES AND GPS COORDINATES BY NJGS DATABASE MATCHED BUT NO MONUMENT WAS
 LY0442'FOUND.  LOCATION WAS ALONG SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0447 ***********************************************************************
 LY0447  DESIGNATION -  1538
 LY0447  PID         -  LY0447
 LY0447  STATE/COUNTY-  NJ/PASSAIC
 LY0447  COUNTRY     -  US
 LY0447  USGS QUAD   -  WANAQUE (2019)
 LY0447
 LY0447                         *CURRENT SURVEY CONTROL
 LY0447  ______________________________________________________________________
 LY0447* NAD 83(1986) POSITION- 41 03 09.     (N) 074 17 18.     (W)   SCALED
 LY0447* NAVD 88 ORTHO HEIGHT -    75.201 (meters)      246.72  (feet) ADJUSTED
 LY0447  ______________________________________________________________________
 LY0447  GEOID HEIGHT    -        -32.216 (meters)                     GEOID18
 LY0447  DYNAMIC HEIGHT  -         75.170 (meters)      246.62  (feet) COMP
 LY0447  MODELED GRAVITY -    980,213.0   (mgal)                       NAVD 88
 LY0447
 LY0447  VERT ORDER      -  SECOND    CLASS 0
 LY0447
 LY0447.The horizontal coordinates were scaled from a map and have
 LY0447.an estimated accuracy of +/- 6 seconds.
 LY0447
 LY0447.The orthometric height was determined by differential leveling and
 LY0447.adjusted by the NATIONAL GEODETIC SURVEY
 LY0447.in June 1991.
 LY0447
 LY0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0447.GEOID18 height accuracy estimate available here.
 LY0447
 LY0447.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL598448(NAD 83)
 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
 LY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0447.See file dsdata.pdf to determine how the superseded data were derived.
 LY0447
 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             CGS
 LY0447
 LY0447                          STATION DESCRIPTION
 LY0447
 LY0447'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0450 ***********************************************************************
 LY0450  DESIGNATION -  1540
 LY0450  PID         -  LY0450
 LY0450  STATE/COUNTY-  NJ/PASSAIC
 LY0450  COUNTRY     -  US
 LY0450  USGS QUAD   -  WANAQUE (2019)
 LY0450
 LY0450                         *CURRENT SURVEY CONTROL
 LY0450  ______________________________________________________________________
 LY0450* NAD 83(1986) POSITION- 41 04 17.     (N) 074 16 55.     (W)   SCALED
 LY0450* NAVD 88 ORTHO HEIGHT -    97.688 (meters)      320.50  (feet) ADJUSTED
 LY0450  ______________________________________________________________________
 LY0450  GEOID HEIGHT    -        -32.183 (meters)                     GEOID18
 LY0450  DYNAMIC HEIGHT  -         97.648 (meters)      320.37  (feet) COMP
 LY0450  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 LY0450
 LY0450  VERT ORDER      -  SECOND    CLASS 0
 LY0450
 LY0450.The horizontal coordinates were scaled from a map and have
 LY0450.an estimated accuracy of +/- 6 seconds.
 LY0450
 LY0450.The orthometric height was determined by differential leveling and
 LY0450.adjusted by the NATIONAL GEODETIC SURVEY
 LY0450.in June 1991.
 LY0450
 LY0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0450.GEOID18 height accuracy estimate available here.
 LY0450
 LY0450.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL603469(NAD 83)
 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
 LY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0450.See file dsdata.pdf to determine how the superseded data were derived.
 LY0450
 LY0450_MARKER: DD = SURVEY DISK
 LY0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0450_STAMPING: 1540
 LY0450_MARK LOGO: CGS+SS
 LY0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0450+STABILITY: SURFACE MOTION
 LY0450
 LY0450  HISTORY     - Date     Condition        Report By
 LY0450  HISTORY     - UNK      MONUMENTED       NJGS
 LY0450  HISTORY     - 1942     GOOD             CGS
 LY0450  HISTORY     - 20210211 MARK NOT FOUND   NJGS
 LY0450
 LY0450                          STATION DESCRIPTION
 LY0450
 LY0450'DESCRIBED BY COAST AND 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.
 LY0450
 LY0450                          STATION RECOVERY (2021)
 LY0450
 LY0450'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY0450'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0452 ***********************************************************************
 LY0452  DESIGNATION -  1542
 LY0452  PID         -  LY0452
 LY0452  STATE/COUNTY-  NJ/PASSAIC
 LY0452  COUNTRY     -  US
 LY0452  USGS QUAD   -  WANAQUE (2019)
 LY0452
 LY0452                         *CURRENT SURVEY CONTROL
 LY0452  ______________________________________________________________________
 LY0452* NAD 83(1986) POSITION- 41 05 09.     (N) 074 16 27.     (W)   SCALED
 LY0452* NAVD 88 ORTHO HEIGHT -   101.863 (meters)      334.20  (feet) ADJUSTED
 LY0452  ______________________________________________________________________
 LY0452  GEOID HEIGHT    -        -32.155 (meters)                     GEOID18
 LY0452  DYNAMIC HEIGHT  -        101.821 (meters)      334.06  (feet) COMP
 LY0452  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 LY0452
 LY0452  VERT ORDER      -  SECOND    CLASS 0
 LY0452
 LY0452.The horizontal coordinates were scaled from a map and have
 LY0452.an estimated accuracy of +/- 6 seconds.
 LY0452
 LY0452.The orthometric height was determined by differential leveling and
 LY0452.adjusted by the NATIONAL GEODETIC SURVEY
 LY0452.in June 1991.
 LY0452
 LY0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0452.GEOID18 height accuracy estimate available here.
 LY0452
 LY0452.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL609485(NAD 83)
 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
 LY0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0452.See file dsdata.pdf to determine how the superseded data were derived.
 LY0452
 LY0452_MARKER: DD = SURVEY DISK
 LY0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0452_STAMPING: 1542
 LY0452_MARK LOGO: CGS+SS
 LY0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0452+STABILITY: SURFACE MOTION
 LY0452
 LY0452  HISTORY     - Date     Condition        Report By
 LY0452  HISTORY     - UNK      MONUMENTED       NJGS
 LY0452  HISTORY     - 1942     GOOD             CGS
 LY0452
 LY0452                          STATION DESCRIPTION
 LY0452
 LY0452'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 DP5835 ***********************************************************************
 DP5835  DESIGNATION -  155
 DP5835  PID         -  DP5835
 DP5835  STATE/COUNTY-  NJ/MERCER
 DP5835  COUNTRY     -  US
 DP5835  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5835
 DP5835                         *CURRENT SURVEY CONTROL
 DP5835  ______________________________________________________________________
 DP5835* NAD 83(1986) POSITION- 40 16 33.98   (N) 074 31 14.33   (W)   HD_HELD1
 DP5835* NAVD 88 ORTHO HEIGHT -    29.972 (meters)       98.33  (feet) ADJUSTED
 DP5835  ______________________________________________________________________
 DP5835  GEOID HEIGHT    -        -32.726 (meters)                     GEOID18
 DP5835  DYNAMIC HEIGHT  -         29.959 (meters)       98.29  (feet) COMP
 DP5835  MODELED GRAVITY -    980,198.5   (mgal)                       NAVD 88
 DP5835
 DP5835  VERT ORDER      -  FIRST     CLASS II
 DP5835
 DP5835.The horizontal coordinates were determined by differentially corrected
 DP5835.hand held GPS observations or other comparable positioning techniques
 DP5835.and have an estimated accuracy of +/- 3 meters.
 DP5835
 DP5835.The orthometric height was determined by differential leveling and
 DP5835.adjusted by the NATIONAL GEODETIC SURVEY
 DP5835.in April 2015.
 DP5835
 DP5835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5835.GEOID18 height accuracy estimate available here.
 DP5835
 DP5835.Click photographs - Photos may exist for this station.
 DP5835
 DP5835.The dynamic height is computed by dividing the NAVD 88
 DP5835.geopotential number by the normal gravity value computed on the
 DP5835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5835.degrees latitude (g = 980.6199 gals.).
 DP5835
 DP5835.The modeled gravity was interpolated from observed gravity values.
 DP5835
 DP5835;                    North         East    Units  Estimated Accuracy
 DP5835;SPC NJ       -   160,169.6     148,244.2     MT  (+/- 3 meters HH1 GPS) 
 DP5835
 DP5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4075258513(NAD 83)
 DP5835
 DP5835                          SUPERSEDED SURVEY CONTROL
 DP5835
 DP5835.No superseded survey control is available for this station.
 DP5835
 DP5835_MARKER: DD = SURVEY DISK
 DP5835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5835_STAMPING: 155
 DP5835_MARK LOGO: NJDCED
 DP5835_PROJECTION: FLUSH
 DP5835_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5835+STABILITY: SURFACE MOTION
 DP5835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5835+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DP5835
 DP5835  HISTORY     - Date     Condition        Report By
 DP5835  HISTORY     - 1936     MONUMENTED       NJDCED
 DP5835  HISTORY     - 20140226 GOOD             NJGS
 DP5835
 DP5835                          STATION DESCRIPTION
 DP5835
 DP5835'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5835'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF JAMESBURG,
 DP5835'4.6 MI (7.4 KM) NORTH-NORTHWEST OF ROOSEVELT AND IN THE TOWN OF
 DP5835'HIGHTSTOWN, NJ.
 DP5835'
 DP5835'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE T-JUNCTION OF
 DP5835'NORTH MAIN STREET (COUNTY ROUTE 539) AND SUNSET AVENUE.
 DP5835'
 DP5835'THE STATION IS 28 FT (8.5 M) NORTH-NORTHEAST OF THE EXTENDED
 DP5835'CENTERLINE OF SUNSET AVENUE, 1.4 FT (0.4 M) EAST-SOUTHEAST OF THE EAST
 DP5835'CURB OF NORTH MAIN STREET, 25.4 EAST OF THE CENTERLINE OF NORTH MAIN
 DP5835'STREET, 14.4 FT (4.4 M) NORTH OF A FIRE HYDRANT, 25.4 FT (7.7 M) SOUTH
 DP5835'OF POLE NUMBER 40572, 29 FT (8.8 M) SOUTHEAST OF THE SOUTHEAST CORNER
 DP5835'OF THE FRONT PORCH TO HOUSE NUMBER 547.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5495 ***********************************************************************
 KV5495  DESIGNATION -  156
 KV5495  PID         -  KV5495
 KV5495  STATE/COUNTY-  NJ/MERCER
 KV5495  COUNTRY     -  US
 KV5495  USGS QUAD   -  HIGHTSTOWN (2019)
 KV5495
 KV5495                         *CURRENT SURVEY CONTROL
 KV5495  ______________________________________________________________________
 KV5495* NAD 83(1996) POSITION- 40 16 16.44197(N) 074 32 03.65272(W)   ADJUSTED
 KV5495* NAVD 88 ORTHO HEIGHT -    36.488 (meters)      119.71  (feet) ADJUSTED
 KV5495  ______________________________________________________________________
 KV5495  GEOID HEIGHT    -        -32.747 (meters)                     GEOID18
 KV5495  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC18
 KV5495  DYNAMIC HEIGHT  -         36.473 (meters)      119.66  (feet) COMP
 KV5495  MODELED GRAVITY -    980,197.8   (mgal)                       NAVD 88
 KV5495
 KV5495  HORZ ORDER      -  SECOND
 KV5495  VERT ORDER      -  FIRST     CLASS II
 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 and
 KV5495.adjusted by the NATIONAL GEODETIC SURVEY
 KV5495.in April 2015.
 KV5495
 KV5495.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5495.GEOID18 height accuracy estimate available here.
 KV5495
 KV5495.Click photographs - Photos may exist for this station.
 KV5495
 KV5495.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5495
 KV5495.The dynamic height is computed by dividing the NAVD 88
 KV5495.geopotential number by the normal gravity value computed on the
 KV5495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5495.degrees latitude (g = 980.6199 gals.).
 KV5495
 KV5495.The modeled gravity was interpolated from observed gravity values.
 KV5495
 KV5495. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999941  x   0.99990011  =   0.99989952
 KV5495!UTM  18      -   0.99999941  x   0.99961929  =   0.99961870
 KV5495
 KV5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3959057966(NAD 83)
 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
 KV5495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5495.See file dsdata.pdf to determine how the superseded data were derived.
 KV5495
 KV5495_MARKER: DD = SURVEY DISK
 KV5495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5495_STAMPING: 156 120.826
 KV5495_MARK LOGO: CGS+SS
 KV5495_PROJECTION: RECESSED 5 CENTIMETERS
 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 - February 26, 2014
 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  HISTORY     - 20140226 GOOD             NJGS
 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.
 KV5495
 KV5495                          STATION RECOVERY (2014)
 KV5495
 KV5495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV5495'RECOVERED IN GOOD CONDITION.
 KV5495'
 KV5495'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST
 KV5495'OF ALLENTOWN, 4.8 MI (7.7 KM) NORTHWEST OF ROOSEVELT AND IN THE TOWN
 KV5495'OF HIGHTSTOWN, NJ.
 KV5495'
 KV5495'THE STATION IS ON THE SOUTH SIDE OF STOCKTON STREET, WEST OF HARRON
 KV5495'AVENUE AND THE WALTER.  BLACK ELEMENTARY SCHOOL, BETWEEN THE CURB AND
 KV5495'SIDEWALK, 2.5 FT (0.8 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 KV5495'SIDEWALK, ABOUT 50.5 FT (15.4 M) NORTHEAST OF THE NORTHEAST CORNER OF
 KV5495'THE FRONT STEPS LEADING TO HOUSE NUMBER 401.5 FT (122.4 M) SOUTHEAST
 KV5495'OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5497 ***********************************************************************
 KV5497  DESIGNATION -  156 ECC
 KV5497  PID         -  KV5497
 KV5497  STATE/COUNTY-  NJ/MERCER
 KV5497  COUNTRY     -  US
 KV5497  USGS QUAD   -  HIGHTSTOWN (2019)
 KV5497
 KV5497                         *CURRENT SURVEY CONTROL
 KV5497  ______________________________________________________________________
 KV5497* NAD 83(1996) POSITION- 40 16 15.75366(N) 074 32 02.12086(W)   ADJUSTED
 KV5497* NAVD 88 ORTHO HEIGHT -    37.059 (meters)      121.58  (feet) ADJUSTED
 KV5497  ______________________________________________________________________
 KV5497  GEOID HEIGHT    -        -32.745 (meters)                     GEOID18
 KV5497  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 KV5497  DYNAMIC HEIGHT  -         37.043 (meters)      121.53  (feet) COMP
 KV5497  MODELED GRAVITY -    980,197.8   (mgal)                       NAVD 88
 KV5497
 KV5497  HORZ ORDER      -  SECOND
 KV5497  VERT ORDER      -  FIRST     CLASS II
 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 and
 KV5497.adjusted by the NATIONAL GEODETIC SURVEY
 KV5497.in April 2015.
 KV5497
 KV5497.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5497.GEOID18 height accuracy estimate available here.
 KV5497
 KV5497.Click photographs - Photos may exist for this station.
 KV5497
 KV5497.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5497
 KV5497.The dynamic height is computed by dividing the NAVD 88
 KV5497.geopotential number by the normal gravity value computed on the
 KV5497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5497.degrees latitude (g = 980.6199 gals.).
 KV5497
 KV5497.The modeled gravity was interpolated from observed gravity values.
 KV5497
 KV5497. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999932  x   0.99990010  =   0.99989942
 KV5497!UTM  18      -   0.99999932  x   0.99961933  =   0.99961865
 KV5497
 KV5497:                Primary Azimuth Mark                     Grid Az
 KV5497:SPC NJ       -  NJ 156 ECC AZ MK                         301 07 42.3
 KV5497:UTM  18      -  NJ 156 ECC AZ MK                         300 48 18.8
 KV5497
 KV5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3962657945(NAD 83)
 KV5497
 KV5497|---------------------------------------------------------------------|
 KV5497| PID    Reference Object                     Distance      Geod. Az  |
 KV5497|                                                           dddmmss.s |
 KV5497| KV6947 156 ECC RM 1                         20.011 METERS 15637     |
 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  NAVD 88              38.20   (m)          125.3    (f) LEVELING    3  
 KV5497
 KV5497.Superseded values are not recommended for survey control.
 KV5497
 KV5497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5497.See file dsdata.pdf to determine how the superseded data were derived.
 KV5497
 KV5497_MARKER: DS = TRIANGULATION STATION DISK
 KV5497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5497_STAMPING: NJ 156 ECC 1935
 KV5497_MARK LOGO: CGS
 KV5497_PROJECTION: RECESSED 5 CENTIMETERS
 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 - February 26, 2014
 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  HISTORY     - 20140226 GOOD             NJGS
 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.
 KV5497
 KV5497                          STATION RECOVERY (2014)
 KV5497
 KV5497'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV5497'RECOVERED IN GOOD CONDITION.
 KV5497'
 KV5497'NOTE-THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF
 KV5497'ALLENTOWN, 4.8 MI (7.7 KM) NORTHWEST OF ROOSEVELT AND IN THE TOWN OF
 KV5497'HIGHTSTOWN, NJ.
 KV5497'
 KV5497'THE STATION IS IN THE FRONT LAWN OF THE WALTER C. BLACK ELEMENTARY
 KV5497'SCHOOL, ON THE SOUTH SIDE OF STOCKTON STREET (COUNTY ROUTE 571).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6947 ***********************************************************************
 KV6947  DESIGNATION -  156 ECC RM 1
 KV6947  PID         -  KV6947
 KV6947  STATE/COUNTY-  NJ/MERCER
 KV6947  COUNTRY     -  US
 KV6947  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6947
 KV6947                         *CURRENT SURVEY CONTROL
 KV6947  ______________________________________________________________________
 KV6947* NAD 83(2011) POSITION- 40 16 15.15723(N) 074 32 01.78467(W)   ADJUSTED
 KV6947* NAD 83(2011) ELLIP HT-     4.882 (meters)        (06/27/12)   ADJUSTED
 KV6947* NAD 83(2011) EPOCH   -  2010.00
 KV6947* NAVD 88 ORTHO HEIGHT -    37.630 (meters)      123.46  (feet) ADJUSTED
 KV6947  ______________________________________________________________________
 KV6947  GEOID HEIGHT    -        -32.744 (meters)                     GEOID18
 KV6947  NAD 83(2011) X  -  1,299,566.137 (meters)                     COMP
 KV6947  NAD 83(2011) Y  - -4,696,851.082 (meters)                     COMP
 KV6947  NAD 83(2011) Z  -  4,100,983.592 (meters)                     COMP
 KV6947  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 KV6947  DYNAMIC HEIGHT  -         37.614 (meters)      123.41  (feet) COMP
 KV6947  MODELED GRAVITY -    980,197.9   (mgal)                       NAVD 88
 KV6947
 KV6947  VERT ORDER      -  FIRST     CLASS II
 KV6947
 KV6947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6947  Standards:
 KV6947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6947  -------------------------------------------------------------------
 KV6947  NETWORK    0.67   0.76           0.22   0.31   0.39      0.19387147
 KV6947  -------------------------------------------------------------------
 KV6947  Click here for local accuracies and other accuracy information.
 KV6947
 KV6947.The horizontal coordinates were established by GPS observations
 KV6947.and adjusted by the National Geodetic Survey in June 2012.
 KV6947
 KV6947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6947.been affixed to the stable North American tectonic plate. See 
 KV6947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6947
 KV6947.The horizontal coordinates are valid at the epoch date displayed above
 KV6947.which is a decimal equivalence of Year/Month/Day.
 KV6947
 KV6947.The orthometric height was determined by differential leveling and
 KV6947.adjusted by the NATIONAL GEODETIC SURVEY
 KV6947.in April 2015.
 KV6947
 KV6947.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6947.GEOID18 height accuracy estimate available here.
 KV6947
 KV6947.Click photographs - Photos may exist for this station.
 KV6947
 KV6947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6947
 KV6947.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6947
 KV6947.The ellipsoidal height was determined by GPS observations
 KV6947.and is referenced to NAD 83.
 KV6947
 KV6947.The dynamic height is computed by dividing the NAVD 88
 KV6947.geopotential number by the normal gravity value computed on the
 KV6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6947.degrees latitude (g = 980.6199 gals.).
 KV6947
 KV6947.The modeled gravity was interpolated from observed gravity values.
 KV6947
 KV6947. The following values were computed from the NAD 83(2011) position.
 KV6947
 KV6947;                    North         East     Units Scale Factor Converg.
 KV6947;SPC NJ       -   159,589.384   147,122.940   MT  0.99990010   -0 01 18.7
 KV6947;SPC NJ       -   523,586.17    482,685.85   sFT  0.99990010   -0 01 18.7
 KV6947;UTM  18      - 4,457,926.848   539,634.603   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3963457926(NAD 83)
 KV6947
 KV6947                          SUPERSEDED SURVEY CONTROL
 KV6947
 KV6947  NAD 83(2007)-  40 16 15.15760(N)    074 32 01.78530(W) AD(2002.00) 0
 KV6947  ELLIP H (02/10/07)    4.893  (m)                       GP(2002.00)    
 KV6947  ELLIP H (10/23/02)    4.908  (m)                       GP(       ) 4 1
 KV6947  NAD 83(1996)-  40 16 15.15790(N)    074 32 01.78539(W) AD(       ) 1
 KV6947  ELLIP H (05/14/99)    4.907  (m)                       GP(       ) 4 1
 KV6947  NAD 83(1986)-  40 16 15.15779(N)    074 32 01.78738(W) AD(       ) 1
 KV6947  NAVD 88 (01/21/94)   37.6    (m)  GEOID93  model used  GPS OBS        
 KV6947
 KV6947.Superseded values are not recommended for survey control.
 KV6947
 KV6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6947.See file dsdata.pdf to determine how the superseded data were derived.
 KV6947
 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 - February 26, 2014
 KV6947
 KV6947  HISTORY     - Date     Condition        Report By
 KV6947  HISTORY     - 1935     MONUMENTED       CGS
 KV6947  HISTORY     - 19920318 GOOD
 KV6947  HISTORY     - 20020703 GOOD             GEOCAC
 KV6947  HISTORY     - 20080513 GOOD             BANC
 KV6947  HISTORY     - 20140226 GOOD             NJGS
 KV6947
 KV6947                          STATION DESCRIPTION
 KV6947
 KV6947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 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.
 KV6947
 KV6947                          STATION RECOVERY (2008)
 KV6947
 KV6947'RECOVERY NOTE BY BANC 3 2008 (AP)
 KV6947'RECOVERED IN GOOD CONDITION.
 KV6947
 KV6947                          STATION RECOVERY (2014)
 KV6947
 KV6947'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6947'RECOVERED IN GOOD CONDITION.
 KV6947'
 KV6947'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 KV6947'ALLENTOWN, 4.7 MI (7.6 KM) NORTHWEST OF ROOSEVELT AND IN THE TOWN OF
 KV6947'HIGHTSTOWN, NJ.
 KV6947'
 KV6947'NOTE-THE STATION IS SET IN THE NORTH-SOUTH SIDEWALK LEADING TO THE
 KV6947'WALTER C. BLACK ELEMENTARY SCHOOL, ON THE SOUTH SIDE OF STOCKTON
 KV6947'STREET (COUNTY ROUTE 571).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8738 ***********************************************************************
 AB8738  DESIGNATION -  15918
 AB8738  PID         -  AB8738
 AB8738  STATE/COUNTY-  NJ/BURLINGTON
 AB8738  COUNTRY     -  US
 AB8738  USGS QUAD   -  CLEMENTON (2019)
 AB8738
 AB8738                         *CURRENT SURVEY CONTROL
 AB8738  ______________________________________________________________________
 AB8738* NAD 83(2011) POSITION- 39 51 54.59451(N) 074 55 18.52428(W)   ADJUSTED
 AB8738* NAD 83(2011) ELLIP HT-    -5.333 (meters)        (06/27/12)   ADJUSTED
 AB8738* NAD 83(2011) EPOCH   -  2010.00
 AB8738* NAVD 88 ORTHO HEIGHT -    27.5   (meters)       90.    (feet) GPS OBS
 AB8738  ______________________________________________________________________
 AB8738  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB8738  GEOID HEIGHT    -        -32.808 (meters)                     GEOID99
 AB8738  GEOID HEIGHT    -        -32.807 (meters)                     GEOID18
 AB8738  NAD 83(2011) X  -  1,275,272.765 (meters)                     COMP
 AB8738  NAD 83(2011) Y  - -4,733,535.137 (meters)                     COMP
 AB8738  NAD 83(2011) Z  -  4,066,502.264 (meters)                     COMP
 AB8738  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 AB8738
 AB8738  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8738  Standards:
 AB8738         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8738            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8738  -------------------------------------------------------------------
 AB8738  NETWORK    0.40   0.73           0.18   0.14   0.37      0.05855813
 AB8738  -------------------------------------------------------------------
 AB8738  Click here for local accuracies and other accuracy information.
 AB8738
 AB8738.The horizontal coordinates were established by GPS observations
 AB8738.and adjusted by the National Geodetic Survey in June 2012.
 AB8738
 AB8738.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8738.been affixed to the stable North American tectonic plate. See 
 AB8738.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8738
 AB8738.The horizontal coordinates are valid at the epoch date displayed above
 AB8738.which is a decimal equivalence of Year/Month/Day.
 AB8738
 AB8738.The orthometric height was determined by GPS observations and a
 AB8738.high-resolution geoid model.
 AB8738
 AB8738.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8738.GEOID18 height accuracy estimate available here.
 AB8738
 AB8738.Click photographs - Photos may exist for this station.
 AB8738
 AB8738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8738
 AB8738.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8738
 AB8738.The ellipsoidal height was determined by GPS observations
 AB8738.and is referenced to NAD 83.
 AB8738
 AB8738. The following values were computed from the NAD 83(2011) position.
 AB8738
 AB8738;                    North         East     Units Scale Factor Converg.
 AB8738;SPC NJ       -   114,629.889   113,912.624   MT  0.99991603   -0 16 13.4
 AB8738;SPC NJ       -   376,081.56    373,728.33   sFT  0.99991603   -0 16 13.4
 AB8738;UTM  18      - 4,412,794.967   506,687.188   MT  0.99960055   +0 03 00.4
 AB8738
 AB8738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8738!SPC NJ       -   1.00000084  x   0.99991603  =   0.99991687
 AB8738!UTM  18      -   1.00000084  x   0.99960055  =   0.99960139
 AB8738
 AB8738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0668712794(NAD 83)
 AB8738
 AB8738                          SUPERSEDED SURVEY CONTROL
 AB8738
 AB8738  NAD 83(2007)-  39 51 54.59487(N)    074 55 18.52492(W) AD(2002.00) 0
 AB8738  ELLIP H (02/10/07)   -5.327  (m)                       GP(2002.00)    
 AB8738  ELLIP H (09/25/02)   -5.293  (m)                       GP(       ) 4 1
 AB8738  NAD 83(1996)-  39 51 54.59452(N)    074 55 18.52486(W) AD(       ) 1
 AB8738  ELLIP H (05/14/99)   -5.315  (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)   -5.344  (m)                       GP(       ) 2 1
 AB8738  NAVD 88 (12/16/96)   27.5    (m)  GEOID93  model used  GPS OBS        
 AB8738
 AB8738.Superseded values are not recommended for survey control.
 AB8738
 AB8738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8738.See file dsdata.pdf to determine how the superseded data were derived.
 AB8738
 AB8738_MARKER: DD = SURVEY DISK
 AB8738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8738_STAMPING: 15918
 AB8738_MARK LOGO: NJDCED
 AB8738_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 AB8738+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2020
 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  HISTORY     - 20190913 GOOD             NJGS
 AB8738  HISTORY     - 20200226 GOOD             NJGS
 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.
 AB8738
 AB8738                          STATION RECOVERY (2019)
 AB8738
 AB8738'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 AB8738'NOT SUITABLE FOR OPUS DUE TO LOCATION.  NO ROOM FOR SETUP OF TRIPOD.
 AB8738
 AB8738                          STATION RECOVERY (2020)
 AB8738
 AB8738'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AB8738'STATION RECOVERED BUT UNABLE TO SURVEY DUE TO PROXIMITY GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6722 ***********************************************************************
 AB6722  DESIGNATION -  15930
 AB6722  PID         -  AB6722
 AB6722  STATE/COUNTY-  NJ/CAMDEN
 AB6722  COUNTRY     -  US
 AB6722  USGS QUAD   -  CLEMENTON (2019)
 AB6722
 AB6722                         *CURRENT SURVEY CONTROL
 AB6722  ______________________________________________________________________
 AB6722* NAD 83(1986) POSITION- 39 48 07.     (N) 074 59 22.     (W)   SCALED
 AB6722* NAVD 88 ORTHO HEIGHT -    16.850 (meters)       55.28  (feet) ADJUSTED
 AB6722  ______________________________________________________________________
 AB6722  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 AB6722  DYNAMIC HEIGHT  -         16.842 (meters)       55.26  (feet) COMP
 AB6722  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 AB6722
 AB6722  VERT ORDER      -  FIRST     CLASS II
 AB6722
 AB6722.The horizontal coordinates were scaled from a map and have
 AB6722.an estimated accuracy of +/- 6 seconds.
 AB6722
 AB6722.The orthometric height was determined by differential leveling and
 AB6722.adjusted by the NATIONAL GEODETIC SURVEY
 AB6722.in September 1996.
 AB6722
 AB6722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6722.GEOID18 height accuracy estimate available here.
 AB6722
 AB6722.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK009057(NAD 83)
 AB6722
 AB6722                          SUPERSEDED SURVEY CONTROL
 AB6722
 AB6722.No superseded survey control is available for this station.
 AB6722
 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 - January 12, 2007
 AB6722
 AB6722  HISTORY     - Date     Condition        Report By
 AB6722  HISTORY     - UNK      MONUMENTED       NJGS
 AB6722  HISTORY     - 19950914 GOOD             NJGS
 AB6722  HISTORY     - 20020616 GOOD             INDIV
 AB6722  HISTORY     - 20070112 GOOD             JCLS
 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.
 AB6722
 AB6722                          STATION RECOVERY (2007)
 AB6722
 AB6722'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 AB6722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2045 ***********************************************************************
 KV2045  DESIGNATION -  16
 KV2045  PID         -  KV2045
 KV2045  STATE/COUNTY-  NJ/HUNTERDON
 KV2045  COUNTRY     -  US
 KV2045  USGS QUAD   -  LUMBERVILLE (2019)
 KV2045
 KV2045                         *CURRENT SURVEY CONTROL
 KV2045  ______________________________________________________________________
 KV2045* NAD 83(1986) POSITION- 40 27 27.8    (N) 075 04 06.8    (W)   HD_HELD2
 KV2045* NAVD 88 ORTHO HEIGHT -    31.931 (meters)      104.76  (feet) ADJUSTED
 KV2045  ______________________________________________________________________
 KV2045  GEOID HEIGHT    -        -34.154 (meters)                     GEOID18
 KV2045  DYNAMIC HEIGHT  -         31.915 (meters)      104.71  (feet) COMP
 KV2045  MODELED GRAVITY -    980,135.4   (mgal)                       NAVD 88
 KV2045
 KV2045  VERT ORDER      -  FIRST     CLASS I
 KV2045
 KV2045.The horizontal coordinates were established by autonomous hand held GPS
 KV2045.observations and have an estimated accuracy of +/- 10 meters.
 KV2045
 KV2045.The orthometric height was determined by differential leveling and
 KV2045.adjusted by the NATIONAL GEODETIC SURVEY
 KV2045.in June 1991.
 KV2045
 KV2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2045.GEOID18 height accuracy estimate available here.
 KV2045
 KV2045.Click photographs - Photos may exist for this station.
 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       -   180,490.      101,779.      MT  (+/- 10 meters HH2 GPS)
 KV2045
 KV2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9418778564(NAD 83)
 KV2045
 KV2045                          SUPERSEDED SURVEY CONTROL
 KV2045
 KV2045  NGVD 29 (01/10/92)   32.203  (m)          105.65   (f) ADJUSTED    1 1
 KV2045  NGVD 29 (??/??/87)   32.203  (m)          105.65   (f) SUPERSEDED  1 1
 KV2045
 KV2045.Superseded values are not recommended for survey control.
 KV2045
 KV2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2045.See file dsdata.pdf to determine how the superseded data were derived.
 KV2045
 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 = JULY 24, 2026 22:12:30 EDT
 KV6806 ***********************************************************************
 KV6806  DESIGNATION -  16 A 1
 KV6806  PID         -  KV6806
 KV6806  STATE/COUNTY-  NJ/PASSAIC
 KV6806  COUNTRY     -  US
 KV6806  USGS QUAD   -  PATERSON (2016)
 KV6806
 KV6806                         *CURRENT SURVEY CONTROL
 KV6806  ______________________________________________________________________
 KV6806* NAD 83(2011) POSITION- 40 56 46.21828(N) 074 09 49.07199(W)   ADJUSTED
 KV6806* NAD 83(2011) ELLIP HT-    -6.064 (meters)        (06/27/12)   ADJUSTED
 KV6806* NAD 83(2011) EPOCH   -  2010.00
 KV6806* NAVD 88 ORTHO HEIGHT -    26.1   (meters)       86.    (feet) GPS OBS
 KV6806  ______________________________________________________________________
 KV6806  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6806  GEOID HEIGHT    -        -32.390 (meters)                     GEOID90
 KV6806  GEOID HEIGHT    -        -32.185 (meters)                     GEOID18
 KV6806  NAD 83(2011) X  -  1,316,564.137 (meters)                     COMP
 KV6806  NAD 83(2011) Y  - -4,641,391.828 (meters)                     COMP
 KV6806  NAD 83(2011) Z  -  4,157,905.874 (meters)                     COMP
 KV6806  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 KV6806
 KV6806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6806  Standards:
 KV6806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6806  -------------------------------------------------------------------
 KV6806  NETWORK    0.61   1.04           0.25   0.25   0.53      0.04324629
 KV6806  -------------------------------------------------------------------
 KV6806  Click here for local accuracies and other accuracy information.
 KV6806
 KV6806.The horizontal coordinates were established by GPS observations
 KV6806.and adjusted by the National Geodetic Survey in June 2012.
 KV6806
 KV6806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6806.been affixed to the stable North American tectonic plate. See 
 KV6806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6806
 KV6806.The horizontal coordinates are valid at the epoch date displayed above
 KV6806.which is a decimal equivalence of Year/Month/Day.
 KV6806
 KV6806.The orthometric height was determined by GPS observations and a
 KV6806.high-resolution geoid model.
 KV6806
 KV6806.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6806.GEOID18 height accuracy estimate available here.
 KV6806
 KV6806.Click photographs - Photos may exist for this station.
 KV6806
 KV6806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6806
 KV6806.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6806
 KV6806.The ellipsoidal height was determined by GPS observations
 KV6806.and is referenced to NAD 83.
 KV6806
 KV6806. The following values were computed from the NAD 83(2011) position.
 KV6806
 KV6806;                    North         East     Units Scale Factor Converg.
 KV6806;SPC NJ       -   234,624.833   178,320.661   MT  0.99990987   +0 13 13.6
 KV6806;SPC NJ       -   769,764.97    585,040.37   sFT  0.99990987   +0 13 13.6
 KV6806;UTM  18      - 4,533,118.381   570,397.456   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7039733118(NAD 83)
 KV6806
 KV6806                          SUPERSEDED SURVEY CONTROL
 KV6806
 KV6806  NAD 83(2007)-  40 56 46.21839(N)    074 09 49.07279(W) AD(2002.00) 0
 KV6806  ELLIP H (02/10/07)   -6.046  (m)                       GP(2002.00)    
 KV6806  ELLIP H (10/23/02)   -6.047  (m)                       GP(       ) 4 1
 KV6806  NAD 83(1996)-  40 56 46.21850(N)    074 09 49.07348(W) AD(       ) 1
 KV6806  ELLIP H (05/14/99)   -6.033  (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
 KV6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6806.See file dsdata.pdf to determine how the superseded data were derived.
 KV6806
 KV6806_MARKER: DD = SURVEY DISK
 KV6806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6806_STAMPING: 16 A 1 1992
 KV6806_MARK LOGO: NJGS
 KV6806_PROJECTION: FLUSH
 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 - May 06, 2020
 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  HISTORY     - 20090415 GOOD             BOSWEL
 KV6806  HISTORY     - 20120214 GOOD             BOSWEL
 KV6806  HISTORY     - 20200506 GOOD             NJGS
 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.
 KV6806
 KV6806                          STATION RECOVERY (2009)
 KV6806
 KV6806'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (AB)
 KV6806'RECOVERED IN GOOD CONDITION.
 KV6806
 KV6806                          STATION RECOVERY (2012)
 KV6806
 KV6806'RECOVERY NOTE BY BOSWELL ENGINEERING 2012 (AB)
 KV6806'RECOVERED IN GOOD CONDITION.
 KV6806
 KV6806                          STATION RECOVERY (2020)
 KV6806
 KV6806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV6806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6807 ***********************************************************************
 KV6807  DESIGNATION -  16 B 1
 KV6807  PID         -  KV6807
 KV6807  STATE/COUNTY-  NJ/PASSAIC
 KV6807  COUNTRY     -  US
 KV6807  USGS QUAD   -  ORANGE (2016)
 KV6807
 KV6807                         *CURRENT SURVEY CONTROL
 KV6807  ______________________________________________________________________
 KV6807* NAD 83(2011) POSITION- 40 52 01.68314(N) 074 11 44.71637(W)   ADJUSTED
 KV6807* NAD 83(2011) ELLIP HT-    87.823 (meters)        (06/27/12)   ADJUSTED
 KV6807* NAD 83(2011) EPOCH   -  2010.00
 KV6807* NAVD 88 ORTHO HEIGHT -   120.1   (meters)      394.    (feet) GPS OBS
 KV6807  ______________________________________________________________________
 KV6807  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6807  GEOID HEIGHT    -        -32.500 (meters)                     GEOID90
 KV6807  GEOID HEIGHT    -        -32.316 (meters)                     GEOID18
 KV6807  NAD 83(2011) X  -  1,315,546.396 (meters)                     COMP
 KV6807  NAD 83(2011) Y  - -4,647,727.898 (meters)                     COMP
 KV6807  NAD 83(2011) Z  -  4,151,333.638 (meters)                     COMP
 KV6807  LAPLACE CORR    -          4.64  (seconds)                    DEFLEC18
 KV6807
 KV6807  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6807  Standards:
 KV6807         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6807            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6807  -------------------------------------------------------------------
 KV6807  NETWORK    0.45   0.73           0.18   0.19   0.37      0.00368613
 KV6807  -------------------------------------------------------------------
 KV6807  Click here for local accuracies and other accuracy information.
 KV6807
 KV6807.The horizontal coordinates were established by GPS observations
 KV6807.and adjusted by the National Geodetic Survey in June 2012.
 KV6807
 KV6807.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6807.been affixed to the stable North American tectonic plate. See 
 KV6807.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6807
 KV6807.The horizontal coordinates are valid at the epoch date displayed above
 KV6807.which is a decimal equivalence of Year/Month/Day.
 KV6807
 KV6807.The orthometric height was determined by GPS observations and a
 KV6807.high-resolution geoid model.
 KV6807
 KV6807.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6807.GEOID18 height accuracy estimate available here.
 KV6807
 KV6807.Click photographs - Photos may exist for this station.
 KV6807
 KV6807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6807
 KV6807.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6807
 KV6807.The ellipsoidal height was determined by GPS observations
 KV6807.and is referenced to NAD 83.
 KV6807
 KV6807. The following values were computed from the NAD 83(2011) position.
 KV6807
 KV6807;                    North         East     Units Scale Factor Converg.
 KV6807;SPC NJ       -   225,838.499   175,646.534   MT  0.99990809   +0 11 56.7
 KV6807;SPC NJ       -   740,938.48    576,267.00   sFT  0.99990809   +0 11 56.7
 KV6807;UTM  18      - 4,524,319.110   567,774.242   MT  0.99965653   +0 31 34.5
 KV6807
 KV6807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6807!SPC NJ       -   0.99998622  x   0.99990809  =   0.99989432
 KV6807!UTM  18      -   0.99998622  x   0.99965653  =   0.99964276
 KV6807
 KV6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6777424319(NAD 83)
 KV6807
 KV6807                          SUPERSEDED SURVEY CONTROL
 KV6807
 KV6807  NAD 83(2007)-  40 52 01.68333(N)    074 11 44.71712(W) AD(2002.00) 0
 KV6807  ELLIP H (02/10/07)   87.838  (m)                       GP(2002.00)    
 KV6807  ELLIP H (10/23/02)   87.832  (m)                       GP(       ) 4 1
 KV6807  NAD 83(1996)-  40 52 01.68355(N)    074 11 44.71760(W) AD(       ) 1
 KV6807  ELLIP H (05/14/99)   87.848  (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
 KV6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6807.See file dsdata.pdf to determine how the superseded data were derived.
 KV6807
 KV6807_MARKER: DD = SURVEY DISK
 KV6807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6807_STAMPING: 16 B 1 1992
 KV6807_MARK LOGO: NJGS
 KV6807_PROJECTION: FLUSH
 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 - November 14, 2019
 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  HISTORY     - 20090106 GOOD             INDIV
 KV6807  HISTORY     - 20180726 GOOD             BOSWEL
 KV6807  HISTORY     - 20191114 GOOD             BOSWEL
 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.
 KV6807
 KV6807                          STATION RECOVERY (2009)
 KV6807
 KV6807'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFS)
 KV6807'RECOVERED AS DESCRIBED
 KV6807
 KV6807                          STATION RECOVERY (2018)
 KV6807
 KV6807'RECOVERY NOTE BY BOSWELL ENGINEERING 2018 (RRR)
 KV6807'RECOVERED IN GOOD CONDITION.
 KV6807
 KV6807                          STATION RECOVERY (2019)
 KV6807
 KV6807'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (RRR)
 KV6807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6808 ***********************************************************************
 KV6808  DESIGNATION -  16 C 1
 KV6808  PID         -  KV6808
 KV6808  STATE/COUNTY-  NJ/PASSAIC
 KV6808  COUNTRY     -  US
 KV6808  USGS QUAD   -  ORANGE (2016)
 KV6808
 KV6808                         *CURRENT SURVEY CONTROL
 KV6808  ______________________________________________________________________
 KV6808* NAD 83(2011) POSITION- 40 52 06.47498(N) 074 08 53.61621(W)   ADJUSTED
 KV6808* NAD 83(2011) ELLIP HT-    -8.003 (meters)        (06/27/12)   ADJUSTED
 KV6808* NAD 83(2011) EPOCH   -  2010.00
 KV6808* NAVD 88 ORTHO HEIGHT -    24.2   (meters)       79.    (feet) GPS OBS
 KV6808  ______________________________________________________________________
 KV6808  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6808  GEOID HEIGHT    -        -32.400 (meters)                     GEOID90
 KV6808  GEOID HEIGHT    -        -32.206 (meters)                     GEOID18
 KV6808  NAD 83(2011) X  -  1,319,355.099 (meters)                     COMP
 KV6808  NAD 83(2011) Y  - -4,646,472.279 (meters)                     COMP
 KV6808  NAD 83(2011) Z  -  4,151,382.721 (meters)                     COMP
 KV6808  LAPLACE CORR    -          5.57  (seconds)                    DEFLEC18
 KV6808
 KV6808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6808  Standards:
 KV6808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6808  -------------------------------------------------------------------
 KV6808  NETWORK    0.49   0.80           0.19   0.21   0.41     -0.05311971
 KV6808  -------------------------------------------------------------------
 KV6808  Click here for local accuracies and other accuracy information.
 KV6808
 KV6808.The horizontal coordinates were established by GPS observations
 KV6808.and adjusted by the National Geodetic Survey in June 2012.
 KV6808
 KV6808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6808.been affixed to the stable North American tectonic plate. See 
 KV6808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6808
 KV6808.The horizontal coordinates are valid at the epoch date displayed above
 KV6808.which is a decimal equivalence of Year/Month/Day.
 KV6808
 KV6808.The orthometric height was determined by GPS observations and a
 KV6808.high-resolution geoid model.
 KV6808
 KV6808.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6808.GEOID18 height accuracy estimate available here.
 KV6808
 KV6808.Click photographs - Photos may exist for this station.
 KV6808
 KV6808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6808
 KV6808.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6808
 KV6808.The ellipsoidal height was determined by GPS observations
 KV6808.and is referenced to NAD 83.
 KV6808
 KV6808. The following values were computed from the NAD 83(2011) position.
 KV6808
 KV6808;                    North         East     Units Scale Factor Converg.
 KV6808;SPC NJ       -   226,001.308   179,652.331   MT  0.99991082   +0 13 48.6
 KV6808;SPC NJ       -   741,472.62    589,409.36   sFT  0.99991082   +0 13 48.6
 KV6808;UTM  18      - 4,524,504.745   571,778.044   MT  0.99966341   +0 33 26.5
 KV6808
 KV6808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6808!SPC NJ       -   1.00000126  x   0.99991082  =   0.99991208
 KV6808!UTM  18      -   1.00000126  x   0.99966341  =   0.99966466
 KV6808
 KV6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7177824504(NAD 83)
 KV6808
 KV6808                          SUPERSEDED SURVEY CONTROL
 KV6808
 KV6808  NAD 83(2007)-  40 52 06.47517(N)    074 08 53.61697(W) AD(2002.00) 0
 KV6808  ELLIP H (02/10/07)   -7.986  (m)                       GP(2002.00)    
 KV6808  ELLIP H (10/23/02)   -7.988  (m)                       GP(       ) 4 1
 KV6808  NAD 83(1996)-  40 52 06.47536(N)    074 08 53.61755(W) AD(       ) 1
 KV6808  ELLIP H (05/14/99)   -7.976  (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
 KV6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6808.See file dsdata.pdf to determine how the superseded data were derived.
 KV6808
 KV6808_STAMPING: 16 C 1 1992
 KV6808_MARK LOGO: NJGS
 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  HISTORY     - 20200220 MARK NOT FOUND   NJGS
 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.
 KV6808
 KV6808                          STATION RECOVERY (2020)
 KV6808
 KV6808'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6808'MONUMENT NOT FOUND, APPEARS WORK HAS BEEN DONE TO PARK, POSSIBLY
 KV6808'DRAINAGE.  SEARCHED USING LEICA GNSS RTK ROVER.  CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6901 ***********************************************************************
 KV6901  DESIGNATION -  16 E 1
 KV6901  PID         -  KV6901
 KV6901  STATE/COUNTY-  NJ/PASSAIC
 KV6901  COUNTRY     -  US
 KV6901  USGS QUAD   -  POMPTON PLAINS (2016)
 KV6901
 KV6901                         *CURRENT SURVEY CONTROL
 KV6901  ______________________________________________________________________
 KV6901* NAD 83(2011) POSITION- 40 54 08.17701(N) 074 15 24.07353(W)   ADJUSTED
 KV6901* NAD 83(2011) ELLIP HT-    29.500 (meters)        (06/27/12)   ADJUSTED
 KV6901* NAD 83(2011) EPOCH   -  2010.00
 KV6901* NAVD 88 ORTHO HEIGHT -    61.9   (meters)      203.    (feet) GPS OBS
 KV6901  ______________________________________________________________________
 KV6901  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6901  GEOID HEIGHT    -        -32.660 (meters)                     GEOID93
 KV6901  GEOID HEIGHT    -        -32.420 (meters)                     GEOID18
 KV6901  NAD 83(2011) X  -  1,309,897.964 (meters)                     COMP
 KV6901  NAD 83(2011) Y  - -4,646,623.626 (meters)                     COMP
 KV6901  NAD 83(2011) Z  -  4,154,245.546 (meters)                     COMP
 KV6901  LAPLACE CORR    -          3.81  (seconds)                    DEFLEC18
 KV6901
 KV6901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6901  Standards:
 KV6901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6901  -------------------------------------------------------------------
 KV6901  NETWORK    0.71   0.98           0.30   0.28   0.50     -0.06769471
 KV6901  -------------------------------------------------------------------
 KV6901  Click here for local accuracies and other accuracy information.
 KV6901
 KV6901.The horizontal coordinates were established by GPS observations
 KV6901.and adjusted by the National Geodetic Survey in June 2012.
 KV6901
 KV6901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6901.been affixed to the stable North American tectonic plate. See 
 KV6901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6901
 KV6901.The horizontal coordinates are valid at the epoch date displayed above
 KV6901.which is a decimal equivalence of Year/Month/Day.
 KV6901
 KV6901.The orthometric height was determined by GPS observations and a
 KV6901.high-resolution geoid model.
 KV6901
 KV6901.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6901.GEOID18 height accuracy estimate available here.
 KV6901
 KV6901.Click photographs - Photos may exist for this station.
 KV6901
 KV6901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6901
 KV6901.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6901
 KV6901.The ellipsoidal height was determined by GPS observations
 KV6901.and is referenced to NAD 83.
 KV6901
 KV6901. The following values were computed from the NAD 83(2011) position.
 KV6901
 KV6901;                    North         East     Units Scale Factor Converg.
 KV6901;SPC NJ       -   229,724.098   170,499.343   MT  0.99990517   +0 09 33.5
 KV6901;SPC NJ       -   753,686.48    559,379.93   sFT  0.99990517   +0 09 33.5
 KV6901;UTM  18      - 4,528,174.264   562,606.253   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6260628174(NAD 83)
 KV6901
 KV6901                          SUPERSEDED SURVEY CONTROL
 KV6901
 KV6901  NAD 83(2007)-  40 54 08.17718(N)    074 15 24.07431(W) AD(2002.00) 0
 KV6901  ELLIP H (02/10/07)   29.516  (m)                       GP(2002.00)    
 KV6901  ELLIP H (10/23/02)   29.509  (m)                       GP(       ) 4 1
 KV6901  NAD 83(1996)-  40 54 08.17735(N)    074 15 24.07475(W) AD(       ) 1
 KV6901  ELLIP H (05/14/99)   29.526  (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
 KV6901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6901.See file dsdata.pdf to determine how the superseded data were derived.
 KV6901
 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 = JULY 24, 2026 22:12:30 EDT
 KV6902 ***********************************************************************
 KV6902  DESIGNATION -  16 F 1
 KV6902  PID         -  KV6902
 KV6902  STATE/COUNTY-  NJ/PASSAIC
 KV6902  COUNTRY     -  US
 KV6902  USGS QUAD   -  POMPTON PLAINS (2016)
 KV6902
 KV6902                         *CURRENT SURVEY CONTROL
 KV6902  ______________________________________________________________________
 KV6902* NAD 83(2011) POSITION- 40 56 53.03812(N) 074 16 34.79355(W)   ADJUSTED
 KV6902* NAD 83(2011) ELLIP HT-    31.541 (meters)        (06/27/12)   ADJUSTED
 KV6902* NAD 83(2011) EPOCH   -  2010.00
 KV6902* NAVD 88 ORTHO HEIGHT -    63.9   (meters)      210.    (feet) GPS OBS
 KV6902  ______________________________________________________________________
 KV6902  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6902  GEOID HEIGHT    -        -32.640 (meters)                     GEOID93
 KV6902  GEOID HEIGHT    -        -32.378 (meters)                     GEOID18
 KV6902  NAD 83(2011) X  -  1,307,402.341 (meters)                     COMP
 KV6902  NAD 83(2011) Y  - -4,643,867.146 (meters)                     COMP
 KV6902  NAD 83(2011) Z  -  4,158,089.422 (meters)                     COMP
 KV6902  LAPLACE CORR    -          3.03  (seconds)                    DEFLEC18
 KV6902
 KV6902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6902  Standards:
 KV6902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6902  -------------------------------------------------------------------
 KV6902  NETWORK    0.59   0.88           0.25   0.23   0.45     -0.08379713
 KV6902  -------------------------------------------------------------------
 KV6902  Click here for local accuracies and other accuracy information.
 KV6902
 KV6902.The horizontal coordinates were established by GPS observations
 KV6902.and adjusted by the National Geodetic Survey in June 2012.
 KV6902
 KV6902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6902.been affixed to the stable North American tectonic plate. See 
 KV6902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6902
 KV6902.The horizontal coordinates are valid at the epoch date displayed above
 KV6902.which is a decimal equivalence of Year/Month/Day.
 KV6902
 KV6902.The orthometric height was determined by GPS observations and a
 KV6902.high-resolution geoid model.
 KV6902
 KV6902.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6902.GEOID18 height accuracy estimate available here.
 KV6902
 KV6902.Click photographs - Photos may exist for this station.
 KV6902
 KV6902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6902
 KV6902.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6902
 KV6902.The ellipsoidal height was determined by GPS observations
 KV6902.and is referenced to NAD 83.
 KV6902
 KV6902. The following values were computed from the NAD 83(2011) position.
 KV6902
 KV6902;                    North         East     Units Scale Factor Converg.
 KV6902;SPC NJ       -   234,804.799   168,831.274   MT  0.99990436   +0 08 47.7
 KV6902;SPC NJ       -   770,355.41    553,907.27   sFT  0.99990436   +0 08 47.7
 KV6902;UTM  18      - 4,533,244.038   560,909.604   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6090933244(NAD 83)
 KV6902
 KV6902                          SUPERSEDED SURVEY CONTROL
 KV6902
 KV6902  NAD 83(2007)-  40 56 53.03829(N)    074 16 34.79433(W) AD(2002.00) 0
 KV6902  ELLIP H (02/10/07)   31.559  (m)                       GP(2002.00)    
 KV6902  ELLIP H (10/23/02)   31.554  (m)                       GP(       ) 4 1
 KV6902  NAD 83(1996)-  40 56 53.03843(N)    074 16 34.79473(W) AD(       ) 1
 KV6902  ELLIP H (05/14/99)   31.570  (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
 KV6902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6902.See file dsdata.pdf to determine how the superseded data were derived.
 KV6902
 KV6902_MARKER: DD = SURVEY DISK
 KV6902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - May 01, 2020
 KV6902
 KV6902  HISTORY     - Date     Condition        Report By
 KV6902  HISTORY     - 1992     MONUMENTED       NJGS
 KV6902  HISTORY     - 20070228 GOOD             GARDEL
 KV6902  HISTORY     - 20200501 GOOD             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.
 KV6902
 KV6902                          STATION RECOVERY (2007)
 KV6902
 KV6902'RECOVERY NOTE BY GARDELL LAND SURVEYING LLC 2007 (RMG)
 KV6902'RECOVERED IN GOOD CONDITION.
 KV6902
 KV6902                          STATION RECOVERY (2020)
 KV6902
 KV6902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6904 ***********************************************************************
 KV6904  DESIGNATION -  16 H 1
 KV6904  PID         -  KV6904
 KV6904  STATE/COUNTY-  NJ/PASSAIC
 KV6904  COUNTRY     -  US
 KV6904  USGS QUAD   -  PATERSON (2016)
 KV6904
 KV6904                         *CURRENT SURVEY CONTROL
 KV6904  ______________________________________________________________________
 KV6904* NAD 83(2011) POSITION- 40 55 42.07897(N) 074 14 00.24409(W)   ADJUSTED
 KV6904* NAD 83(2011) ELLIP HT-    29.559 (meters)        (06/27/12)   ADJUSTED
 KV6904* NAD 83(2011) EPOCH   -  2010.00
 KV6904* NAVD 88 ORTHO HEIGHT -    61.9   (meters)      203.    (feet) GPS OBS
 KV6904  ______________________________________________________________________
 KV6904  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6904  GEOID HEIGHT    -        -32.590 (meters)                     GEOID93
 KV6904  GEOID HEIGHT    -        -32.342 (meters)                     GEOID18
 KV6904  NAD 83(2011) X  -  1,311,270.837 (meters)                     COMP
 KV6904  NAD 83(2011) Y  - -4,644,265.134 (meters)                     COMP
 KV6904  NAD 83(2011) Z  -  4,156,434.549 (meters)                     COMP
 KV6904  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 KV6904
 KV6904  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6904  Standards:
 KV6904         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6904            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6904  -------------------------------------------------------------------
 KV6904  NETWORK    0.60   0.90           0.25   0.24   0.46      0.00151805
 KV6904  -------------------------------------------------------------------
 KV6904  Click here for local accuracies and other accuracy information.
 KV6904
 KV6904.The horizontal coordinates were established by GPS observations
 KV6904.and adjusted by the National Geodetic Survey in June 2012.
 KV6904
 KV6904.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6904.been affixed to the stable North American tectonic plate. See 
 KV6904.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6904
 KV6904.The horizontal coordinates are valid at the epoch date displayed above
 KV6904.which is a decimal equivalence of Year/Month/Day.
 KV6904
 KV6904.The orthometric height was determined by GPS observations and a
 KV6904.high-resolution geoid model.
 KV6904
 KV6904.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6904.GEOID18 height accuracy estimate available here.
 KV6904
 KV6904.Click photographs - Photos may exist for this station.
 KV6904
 KV6904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6904
 KV6904.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6904
 KV6904.The ellipsoidal height was determined by GPS observations
 KV6904.and is referenced to NAD 83.
 KV6904
 KV6904. The following values were computed from the NAD 83(2011) position.
 KV6904
 KV6904;                    North         East     Units Scale Factor Converg.
 KV6904;SPC NJ       -   232,626.203   172,452.382   MT  0.99990620   +0 10 28.8
 KV6904;SPC NJ       -   763,207.80    565,787.52   sFT  0.99990620   +0 10 28.8
 KV6904;UTM  18      - 4,531,086.739   564,542.177   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6454231086(NAD 83)
 KV6904
 KV6904                          SUPERSEDED SURVEY CONTROL
 KV6904
 KV6904  NAD 83(2007)-  40 55 42.07912(N)    074 14 00.24486(W) AD(2002.00) 0
 KV6904  ELLIP H (02/10/07)   29.577  (m)                       GP(2002.00)    
 KV6904  ELLIP H (10/23/02)   29.572  (m)                       GP(       ) 4 1
 KV6904  NAD 83(1996)-  40 55 42.07926(N)    074 14 00.24537(W) AD(       ) 1
 KV6904  ELLIP H (05/14/99)   29.588  (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
 KV6904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6904.See file dsdata.pdf to determine how the superseded data were derived.
 KV6904
 KV6904_MARKER: DD = SURVEY DISK
 KV6904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 LY2916  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2916
 LY2916                         *CURRENT SURVEY CONTROL
 LY2916  ______________________________________________________________________
 LY2916* NAD 83(2011) POSITION- 41 00 52.29221(N) 074 22 55.86824(W)   ADJUSTED
 LY2916* NAD 83(2011) ELLIP HT-   120.731 (meters)        (06/27/12)   ADJUSTED
 LY2916* NAD 83(2011) EPOCH   -  2010.00
 LY2916* NAVD 88 ORTHO HEIGHT -   153.065 (meters)      502.18  (feet) ADJUSTED
 LY2916  ______________________________________________________________________
 LY2916  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 LY2916  NAD 83(2011) X  -  1,297,535.579 (meters)                     COMP
 LY2916  NAD 83(2011) Y  - -4,641,677.882 (meters)                     COMP
 LY2916  NAD 83(2011) Z  -  4,163,719.740 (meters)                     COMP
 LY2916  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 LY2916  DYNAMIC HEIGHT  -        152.999 (meters)      501.96  (feet) COMP
 LY2916  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 LY2916
 LY2916  VERT ORDER      -  SECOND    CLASS I
 LY2916
 LY2916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2916  Standards:
 LY2916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2916  -------------------------------------------------------------------
 LY2916  NETWORK    0.40   1.02           0.18   0.14   0.52      0.01181735
 LY2916  -------------------------------------------------------------------
 LY2916  Click here for local accuracies and other accuracy information.
 LY2916
 LY2916.The horizontal coordinates were established by GPS observations
 LY2916.and adjusted by the National Geodetic Survey in June 2012.
 LY2916
 LY2916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2916.been affixed to the stable North American tectonic plate. See 
 LY2916.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2916
 LY2916.The horizontal coordinates are valid at the epoch date displayed above
 LY2916.which is a decimal equivalence of Year/Month/Day.
 LY2916
 LY2916.The orthometric height was determined by differential leveling and
 LY2916.adjusted by the NATIONAL GEODETIC SURVEY
 LY2916.in October 1996.
 LY2916
 LY2916.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2916.GEOID18 height accuracy estimate available here.
 LY2916
 LY2916.Click photographs - Photos may exist for this station.
 LY2916
 LY2916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2916
 LY2916.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2916
 LY2916.The ellipsoidal height was determined by GPS observations
 LY2916.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 LY2916
 LY2916;                    North         East     Units Scale Factor Converg.
 LY2916;SPC NJ       -   242,167.217   159,909.168   MT  0.99990121   +0 04 38.3
 LY2916;SPC NJ       -   794,510.28    524,635.33   sFT  0.99990121   +0 04 38.3
 LY2916;UTM  18      - 4,540,553.347   551,947.868   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5194740553(NAD 83)
 LY2916
 LY2916                          SUPERSEDED SURVEY CONTROL
 LY2916
 LY2916  NAD 83(2007)-  41 00 52.29221(N)    074 22 55.86905(W) AD(2002.00) 0
 LY2916  ELLIP H (02/10/07)  120.760  (m)                       GP(2002.00)    
 LY2916  NAD 83(1996)-  41 00 52.29263(N)    074 22 55.86893(W) AD(       ) A
 LY2916  ELLIP H (09/24/01)  120.736  (m)                       GP(       ) 4 1
 LY2916  NAD 83(1996)-  41 00 52.29236(N)    074 22 55.86877(W) AD(       ) 1
 LY2916  ELLIP H (05/14/99)  120.755  (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)  120.722  (m)                       GP(       ) 3 2
 LY2916  NAD 83(1986)-  41 00 52.29208(N)    074 22 55.87048(W) AD(       ) 1
 LY2916  NAVD 88             153.07   (m)          502.2    (f) LEVELING    3  
 LY2916  NAVD 88 (07/21/94)  153.1    (m)  GEOID93  model used  GPS OBS        
 LY2916
 LY2916.Superseded values are not recommended for survey control.
 LY2916
 LY2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2916.See file dsdata.pdf to determine how the superseded data were derived.
 LY2916
 LY2916_MARKER: DD = SURVEY DISK
 LY2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - November 26, 2019
 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  HISTORY     - 20191126 GOOD             CDICOR
 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.
 LY2916
 LY2916                          STATION RECOVERY (2019)
 LY2916
 LY2916'RECOVERY NOTE BY CDI CORPORATION 2019 (SML)
 LY2916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1406 ***********************************************************************
 KV1406  DESIGNATION -  16.15
 KV1406  PID         -  KV1406
 KV1406  STATE/COUNTY-  NJ/SOMERSET
 KV1406  COUNTRY     -  US
 KV1406  USGS QUAD   -  BOUND BROOK (2019)
 KV1406
 KV1406                         *CURRENT SURVEY CONTROL
 KV1406  ______________________________________________________________________
 KV1406* NAD 83(1986) POSITION- 40 33 38.     (N) 074 32 06.     (W)   SCALED
 KV1406* NAVD 88 ORTHO HEIGHT -    10.539 (meters)       34.58  (feet) ADJUSTED
 KV1406  ______________________________________________________________________
 KV1406  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 KV1406  DYNAMIC HEIGHT  -         10.535 (meters)       34.56  (feet) COMP
 KV1406  MODELED GRAVITY -    980,183.3   (mgal)                       NAVD 88
 KV1406
 KV1406  VERT ORDER      -  SECOND    CLASS 0
 KV1406
 KV1406.The horizontal coordinates were scaled from a map and have
 KV1406.an estimated accuracy of +/- 6 seconds.
 KV1406
 KV1406.The orthometric height was determined by differential leveling and
 KV1406.adjusted by the NATIONAL GEODETIC SURVEY
 KV1406.in June 1991.
 KV1406
 KV1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1406.GEOID18 height accuracy estimate available here.
 KV1406
 KV1406.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK393900(NAD 83)
 KV1406
 KV1406                          SUPERSEDED SURVEY CONTROL
 KV1406
 KV1406  NGVD 29 (11/26/84)   10.828  (m)           35.52   (f) ADJUSTED    2 0
 KV1406
 KV1406.Superseded values are not recommended for survey control.
 KV1406
 KV1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1406.See file dsdata.pdf to determine how the superseded data were derived.
 KV1406
 KV1406_MARKER: Q = CHISELED SQUARE
 KV1406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1406_SP_SET: RETAINING WALL
 KV1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1406+STABILITY: SURFACE MOTION
 KV1406
 KV1406  HISTORY     - Date     Condition        Report By
 KV1406  HISTORY     - 1935     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 = JULY 24, 2026 22:12:30 EDT
 JU0650 ***********************************************************************
 JU0650  DESIGNATION -  16.82
 JU0650  PID         -  JU0650
 JU0650  STATE/COUNTY-  NJ/SALEM
 JU0650  COUNTRY     -  US
 JU0650  USGS QUAD   -  SALEM (2019)
 JU0650
 JU0650                         *CURRENT SURVEY CONTROL
 JU0650  ______________________________________________________________________
 JU0650* NAD 83(1986) POSITION- 39 34 19.4    (N) 075 28 00.2    (W)   HD_HELD2
 JU0650* NAVD 88 ORTHO HEIGHT -     4.912 (meters)       16.12  (feet) ADJUSTED
 JU0650  ______________________________________________________________________
 JU0650  GEOID HEIGHT    -        -33.514 (meters)                     GEOID18
 JU0650  DYNAMIC HEIGHT  -          4.909 (meters)       16.11  (feet) COMP
 JU0650  MODELED GRAVITY -    980,124.6   (mgal)                       NAVD 88
 JU0650
 JU0650  VERT ORDER      -  FIRST     CLASS II
 JU0650
 JU0650.The horizontal coordinates were established by autonomous hand held GPS
 JU0650.observations and have an estimated accuracy of +/- 10 meters.
 JU0650
 JU0650.The orthometric height was determined by differential leveling and
 JU0650.adjusted by the NATIONAL GEODETIC SURVEY
 JU0650.in June 1991.
 JU0650
 JU0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0650.GEOID18 height accuracy estimate available here.
 JU0650
 JU0650.Click photographs - Photos may exist for this station.
 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       -    82,451.       66,942.      MT  (+/- 10 meters HH2 GPS)
 JU0650
 JU0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5991380365(NAD 83)
 JU0650
 JU0650                          SUPERSEDED SURVEY CONTROL
 JU0650
 JU0650  NGVD 29 (01/10/92)    5.188  (m)           17.02   (f) ADJUSTED    1 2
 JU0650  NGVD 29 (??/??/87)    5.267  (m)           17.28   (f) SUPERSEDED  1 2
 JU0650
 JU0650.Superseded values are not recommended for survey control.
 JU0650
 JU0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0650.See file dsdata.pdf to determine how the superseded data were derived.
 JU0650
 JU0650_MARKER: X = CHISELED CROSS
 JU0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0650_SP_SET: DOORSILL
 JU0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0650+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2007
 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  HISTORY     - 20070526 GOOD             UE
 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.
 JU0650
 JU0650                          STATION RECOVERY (2007)
 JU0650
 JU0650'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2161 ***********************************************************************
 JU2161  DESIGNATION -  16.90 PRR
 JU2161  PID         -  JU2161
 JU2161  STATE/COUNTY-  NJ/CAPE MAY
 JU2161  COUNTRY     -  US
 JU2161  USGS QUAD   -  WOODBINE (2019)
 JU2161
 JU2161                         *CURRENT SURVEY CONTROL
 JU2161  ______________________________________________________________________
 JU2161* NAD 83(1986) POSITION- 39 11 28.     (N) 074 45 31.     (W)   SCALED
 JU2161* NAVD 88 ORTHO HEIGHT -     5.135 (meters)       16.85  (feet) ADJUSTED
 JU2161  ______________________________________________________________________
 JU2161  GEOID HEIGHT    -        -34.817 (meters)                     GEOID18
 JU2161  DYNAMIC HEIGHT  -          5.132 (meters)       16.84  (feet) COMP
 JU2161  MODELED GRAVITY -    980,083.2   (mgal)                       NAVD 88
 JU2161
 JU2161  VERT ORDER      -  FIRST     CLASS II
 JU2161
 JU2161.The horizontal coordinates were scaled from a map and have
 JU2161.an estimated accuracy of +/- 6 seconds.
 JU2161
 JU2161.The orthometric height was determined by differential leveling and
 JU2161.adjusted by the NATIONAL GEODETIC SURVEY
 JU2161.in June 1991.
 JU2161
 JU2161.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2161.GEOID18 height accuracy estimate available here.
 JU2161
 JU2161.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ208380(NAD 83)
 JU2161
 JU2161                          SUPERSEDED SURVEY CONTROL
 JU2161
 JU2161  NGVD 29 (11/26/84)    5.534  (m)           18.16   (f) ADJUSTED    1 2
 JU2161
 JU2161.Superseded values are not recommended for survey control.
 JU2161
 JU2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2161.See file dsdata.pdf to determine how the superseded data were derived.
 JU2161
 JU2161_MARKER: B = BOLT
 JU2161_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV2918 ***********************************************************************
 KV2918  DESIGNATION -  1601
 KV2918  PID         -  KV2918
 KV2918  STATE/COUNTY-  NJ/SOMERSET
 KV2918  COUNTRY     -  US
 KV2918  USGS QUAD   -  RARITAN (2019)
 KV2918
 KV2918                         *CURRENT SURVEY CONTROL
 KV2918  ______________________________________________________________________
 KV2918* NAD 83(1986) POSITION- 40 34 32.     (N) 074 37 43.     (W)   SCALED
 KV2918* NAVD 88 ORTHO HEIGHT -    28.224 (meters)       92.60  (feet) ADJUSTED
 KV2918  ______________________________________________________________________
 KV2918  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 KV2918  DYNAMIC HEIGHT  -         28.211 (meters)       92.56  (feet) COMP
 KV2918  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 KV2918
 KV2918  VERT ORDER      -  FIRST     CLASS II
 KV2918
 KV2918.The horizontal coordinates were scaled from a map and have
 KV2918.an estimated accuracy of +/- 6 seconds.
 KV2918
 KV2918.The orthometric height was determined by differential leveling and
 KV2918.adjusted by the NATIONAL GEODETIC SURVEY
 KV2918.in June 1991.
 KV2918
 KV2918.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2918.GEOID18 height accuracy estimate available here.
 KV2918
 KV2918.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK314917(NAD 83)
 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
 KV2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2918.See file dsdata.pdf to determine how the superseded data were derived.
 KV2918
 KV2918_MARKER: DB = BENCH MARK DISK
 KV2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DO4828 ***********************************************************************
 DO4828  DESIGNATION -  1608
 DO4828  PID         -  DO4828
 DO4828  STATE/COUNTY-  NJ/HUNTERDON
 DO4828  COUNTRY     -  US
 DO4828  USGS QUAD   -  RARITAN (2019)
 DO4828
 DO4828                         *CURRENT SURVEY CONTROL
 DO4828  ______________________________________________________________________
 DO4828* NAD 83(1986) POSITION- 40 37 06.96   (N) 074 44 38.67   (W)   HD_HELD1
 DO4828* NAVD 88 ORTHO HEIGHT -    65.201 (meters)      213.91  (feet) ADJUSTED
 DO4828  ______________________________________________________________________
 DO4828  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 DO4828  DYNAMIC HEIGHT  -         65.172 (meters)      213.82  (feet) COMP
 DO4828  MODELED GRAVITY -    980,178.8   (mgal)                       NAVD 88
 DO4828
 DO4828  VERT ORDER      -  FIRST     CLASS II
 DO4828
 DO4828.The horizontal coordinates were determined by differentially corrected
 DO4828.hand held GPS observations or other comparable positioning techniques
 DO4828.and have an estimated accuracy of +/- 3 meters.
 DO4828
 DO4828.The orthometric height was determined by differential leveling and
 DO4828.adjusted by the NATIONAL GEODETIC SURVEY
 DO4828.in April 2013.
 DO4828
 DO4828.No vertical observational check was made to the station.
 DO4828
 DO4828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4828.GEOID18 height accuracy estimate available here.
 DO4828
 DO4828.Click photographs - Photos may exist for this station.
 DO4828
 DO4828.The dynamic height is computed by dividing the NAVD 88
 DO4828.geopotential number by the normal gravity value computed on the
 DO4828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4828.degrees latitude (g = 980.6199 gals.).
 DO4828
 DO4828.The modeled gravity was interpolated from observed gravity values.
 DO4828
 DO4828;                    North         East    Units  Estimated Accuracy
 DO4828;SPC NJ       -   198,225.9     129,348.8     MT  (+/- 3 meters HH1 GPS) 
 DO4828
 DO4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2164796450(NAD 83)
 DO4828
 DO4828                          SUPERSEDED SURVEY CONTROL
 DO4828
 DO4828.No superseded survey control is available for this station.
 DO4828
 DO4828_MARKER: DB = BENCH MARK DISK
 DO4828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO4828_STAMPING: 1608
 DO4828_MARK LOGO: CGS+SS
 DO4828_PROJECTION: RECESSED 15 CENTIMETERS
 DO4828_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4828+STABILITY: SURFACE MOTION
 DO4828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4828+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 DO4828
 DO4828  HISTORY     - Date     Condition        Report By
 DO4828  HISTORY     - UNK      MONUMENTED       NJDCED
 DO4828  HISTORY     - 20111115 GOOD             NJGS
 DO4828
 DO4828                          STATION DESCRIPTION
 DO4828
 DO4828'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4828'THE STATION IS LOCATED IN READINGTON TOWNSHIP ON THE NORTHEAST SIDE OF
 DO4828'OLD HIGHWAY 28 IN THE LOCAL COMMUNITY OF WHITEHOUSE.
 DO4828'
 DO4828'TO REACH THE STATION FROM THE INTERSECTION OF OLD HIGHWAY 28 AND FIRE
 DO4828'LANE IN THE LOCAL COMMUNITY OF WHITE HOUSE, GO SOUTH-SOUTHEAST ON OLD
 DO4828'HIGHWAY 28 FOR 0.15 MI (0.2 KM) TO THE STATION ON THE LEFT, SET ABOUT
 DO4828'0.5 FT (15 CM) BELOW THE GROUND, AT THE NORTHEAST CORNER OF THE TEE
 DO4828'INTERSECTION WITH LAMINGTON ROAD.
 DO4828'
 DO4828'THE STATION IS 16.1 FT (4.9 M) WEST-NORTHWEST FROM WOOD UTILITY POLE
 DO4828'NUMBER RIGHT 1224 2.5-M, 20.7 FT (6.3 M) NORTHEAST FROM THE CENTERLINE
 DO4828'OF OLD HIGHWAY 28, 27.7 FT (8.4 M) SOUTHEAST FROM THE CENTERLINE OF
 DO4828'LAMINGTON ROAD, 5.4 FT (1.6 M) SOUTH-SOUTHEAST FROM A METAL POLE WITH
 DO4828'STREET SIGN FOR LAMINGTON ROAD AND 54.5 FT (16.6 M) EAST-SOUTHEAST
 DO4828'FROM WOOD UTILITY POLE NUMBER 124 65 AMP ON THE NORTHWEST CORNER OF
 DO4828'THE TEE INTERSECTION WITH LAMINGTON ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1389 ***********************************************************************
 KV1389  DESIGNATION -  1636 NJGS
 KV1389  PID         -  KV1389
 KV1389  STATE/COUNTY-  NJ/HUNTERDON
 KV1389  COUNTRY     -  US
 KV1389  USGS QUAD   -  FLEMINGTON (2019)
 KV1389
 KV1389                         *CURRENT SURVEY CONTROL
 KV1389  ______________________________________________________________________
 KV1389* NAD 83(1986) POSITION- 40 31 17.     (N) 074 51 17.     (W)   SCALED
 KV1389* NAVD 88 ORTHO HEIGHT -    45.930 (meters)      150.69  (feet) ADJUSTED
 KV1389  ______________________________________________________________________
 KV1389  GEOID HEIGHT    -        -33.791 (meters)                     GEOID18
 KV1389  DYNAMIC HEIGHT  -         45.908 (meters)      150.62  (feet) COMP
 KV1389  MODELED GRAVITY -    980,158.9   (mgal)                       NAVD 88
 KV1389
 KV1389  VERT ORDER      -  SECOND    CLASS 0
 KV1389
 KV1389.The horizontal coordinates were scaled from a map and have
 KV1389.an estimated accuracy of +/- 6 seconds.
 KV1389
 KV1389.The orthometric height was determined by differential leveling and
 KV1389.adjusted by the NATIONAL GEODETIC SURVEY
 KV1389.in June 1991.
 KV1389
 KV1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1389.GEOID18 height accuracy estimate available here.
 KV1389
 KV1389.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK123856(NAD 83)
 KV1389
 KV1389                          SUPERSEDED SURVEY CONTROL
 KV1389
 KV1389  NGVD 29 (11/26/84)   46.172  (m)          151.48   (f) ADJUSTED    2 0
 KV1389
 KV1389.Superseded values are not recommended for survey control.
 KV1389
 KV1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1389.See file dsdata.pdf to determine how the superseded data were derived.
 KV1389
 KV1389_MARKER: DD = SURVEY DISK
 KV1389_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 DJ9624 ***********************************************************************
 DJ9624  DESIGNATION -  165
 DJ9624  PID         -  DJ9624
 DJ9624  STATE/COUNTY-  NJ/MERCER
 DJ9624  COUNTRY     -  US
 DJ9624  USGS QUAD   -  ALLENTOWN (2016)
 DJ9624
 DJ9624                         *CURRENT SURVEY CONTROL
 DJ9624  ______________________________________________________________________
 DJ9624* NAD 83(1986) POSITION- 40 12 44.     (N) 074 37 28.     (W)   SCALED
 DJ9624* NAVD 88 ORTHO HEIGHT -    33.939 (meters)      111.35  (feet) ADJUSTED
 DJ9624  ______________________________________________________________________
 DJ9624  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 DJ9624  DYNAMIC HEIGHT  -         33.924 (meters)      111.30  (feet) COMP
 DJ9624  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 DJ9624
 DJ9624  VERT ORDER      -  FIRST     CLASS II
 DJ9624
 DJ9624.The horizontal coordinates were scaled from a map and have
 DJ9624.an estimated accuracy of +/- 6 seconds.
 DJ9624
 DJ9624.The orthometric height was determined by differential leveling and
 DJ9624.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9624.in February 2010.
 DJ9624
 DJ9624.No vertical observational check was made to the station.
 DJ9624
 DJ9624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9624.GEOID18 height accuracy estimate available here.
 DJ9624
 DJ9624.Click photographs - Photos may exist for this station.
 DJ9624
 DJ9624.The dynamic height is computed by dividing the NAVD 88
 DJ9624.geopotential number by the normal gravity value computed on the
 DJ9624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9624.degrees latitude (g = 980.6199 gals.).
 DJ9624
 DJ9624.The modeled gravity was interpolated from observed gravity values.
 DJ9624
 DJ9624;                    North         East    Units  Estimated Accuracy
 DJ9624;SPC NJ       -   153,080.      139,410.      MT  (+/- 180 meters Scaled)
 DJ9624
 DJ9624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK319513(NAD 83)
 DJ9624
 DJ9624                          SUPERSEDED SURVEY CONTROL
 DJ9624
 DJ9624.No superseded survey control is available for this station.
 DJ9624
 DJ9624_MARKER: DD = SURVEY DISK
 DJ9624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9624_STAMPING: 165
 DJ9624_MARK LOGO: NJDCED
 DJ9624_PROJECTION: RECESSED 30 CENTIMETERS
 DJ9624_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9624+STABILITY: SURFACE MOTION
 DJ9624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9624+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 DJ9624
 DJ9624  HISTORY     - Date     Condition        Report By
 DJ9624  HISTORY     - 1948     MONUMENTED       NJDCED
 DJ9624  HISTORY     - 20060627 GOOD             NJGS
 DJ9624  HISTORY     - 20240322 MARK NOT FOUND   NJGS
 DJ9624
 DJ9624                          STATION DESCRIPTION
 DJ9624
 DJ9624'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (MVI)
 DJ9624'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, IN THE CENTER GRASSY
 DJ9624'MEDIAN OF U.S. ROUTE 130, ABOUT 0.9 MI (1.45 KM) NORTHEAST OF THE
 DJ9624'INTERSTATE 195 BRIDGE OVER ROUTE 130.
 DJ9624'
 DJ9624'THE STATION IS 35.7 M (117.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DJ9624'MEDIAN FOR A LEFT TURN, 8.1 M (26.6 FT) WEST-NORTHWEST OF THE
 DJ9624'CENTERLINE OF THE NORTHBOUND LANES OF ROUTE 130, 14.0 M (45.9 FT) EAST
 DJ9624'OF POLE NUMBER 60347WA, 3.3 M (10.8 FT) FROM THE CENTER OF AN INLET ON
 DJ9624'THE WEST SIDE OF THE MEDIAN, 4.0 M (13.1 FT) FROM THE CENTER OF AN
 DJ9624'INLET ON THE EAST SIDE OF THE MEDIAN.
 DJ9624
 DJ9624                          STATION RECOVERY (2024)
 DJ9624
 DJ9624'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DJ9624'TIES LEAD TO AREA THAT HAS BEEN REPLACED WITH FILL.  CURBS AND INLETS
 DJ9624'AROUND THE AREA HAVE ALSO BEEN REPLACED.  MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1052 ***********************************************************************
 KV1052  DESIGNATION -  1654
 KV1052  PID         -  KV1052
 KV1052  STATE/COUNTY-  NJ/HUNTERDON
 KV1052  COUNTRY     -  US
 KV1052  USGS QUAD   -  LAMBERTVILLE (2019)
 KV1052
 KV1052                         *CURRENT SURVEY CONTROL
 KV1052  ______________________________________________________________________
 KV1052* NAD 83(1986) POSITION- 40 21 57.     (N) 074 56 35.     (W)   SCALED
 KV1052* NAVD 88 ORTHO HEIGHT -    21.168 (meters)       69.45  (feet) ADJUSTED
 KV1052  ______________________________________________________________________
 KV1052  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 KV1052  DYNAMIC HEIGHT  -         21.158 (meters)       69.42  (feet) COMP
 KV1052  MODELED GRAVITY -    980,146.4   (mgal)                       NAVD 88
 KV1052
 KV1052  VERT ORDER      -  SECOND    CLASS 0
 KV1052
 KV1052.The horizontal coordinates were scaled from a map and have
 KV1052.an estimated accuracy of +/- 6 seconds.
 KV1052
 KV1052.The orthometric height was determined by differential leveling and
 KV1052.adjusted by the NATIONAL GEODETIC SURVEY
 KV1052.in June 1991.
 KV1052
 KV1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1052.GEOID18 height accuracy estimate available here.
 KV1052
 KV1052.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK048683(NAD 83)
 KV1052
 KV1052                          SUPERSEDED SURVEY CONTROL
 KV1052
 KV1052  NGVD 29 (11/26/84)   21.423  (m)           70.29   (f) ADJUSTED    2 0
 KV1052
 KV1052.Superseded values are not recommended for survey control.
 KV1052
 KV1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1052.See file dsdata.pdf to determine how the superseded data were derived.
 KV1052
 KV1052_MARKER: DB = BENCH MARK DISK
 KV1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1052_STAMPING: 1654
 KV1052_MARK LOGO: CGS+SS
 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  HISTORY     - 20190919 MARK NOT FOUND   NJGS
 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.
 KV1052
 KV1052                          STATION RECOVERY (2019)
 KV1052
 KV1052'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1052'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1053 ***********************************************************************
 KV1053  DESIGNATION -  1655
 KV1053  PID         -  KV1053
 KV1053  STATE/COUNTY-  NJ/HUNTERDON
 KV1053  COUNTRY     -  US
 KV1053  USGS QUAD   -  LAMBERTVILLE (2019)
 KV1053
 KV1053                         *CURRENT SURVEY CONTROL
 KV1053  ______________________________________________________________________
 KV1053* NAD 83(1986) POSITION- 40 22 10.     (N) 074 56 39.     (W)   SCALED
 KV1053* NAVD 88 ORTHO HEIGHT -    24.110 (meters)       79.10  (feet) ADJUSTED
 KV1053  ______________________________________________________________________
 KV1053  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 KV1053  DYNAMIC HEIGHT  -         24.099 (meters)       79.06  (feet) COMP
 KV1053  MODELED GRAVITY -    980,147.0   (mgal)                       NAVD 88
 KV1053
 KV1053  VERT ORDER      -  SECOND    CLASS 0
 KV1053
 KV1053.The horizontal coordinates were scaled from a map and have
 KV1053.an estimated accuracy of +/- 6 seconds.
 KV1053
 KV1053.The orthometric height was determined by differential leveling and
 KV1053.adjusted by the NATIONAL GEODETIC SURVEY
 KV1053.in June 1991.
 KV1053
 KV1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1053.GEOID18 height accuracy estimate available here.
 KV1053
 KV1053.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK047687(NAD 83)
 KV1053
 KV1053                          SUPERSEDED SURVEY CONTROL
 KV1053
 KV1053  NGVD 29 (11/26/84)   24.365  (m)           79.94   (f) ADJUSTED    2 0
 KV1053
 KV1053.Superseded values are not recommended for survey control.
 KV1053
 KV1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1053.See file dsdata.pdf to determine how the superseded data were derived.
 KV1053
 KV1053_MARKER: DD = SURVEY DISK
 KV1053_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV1053_STAMPING: 1655
 KV1053_MARK LOGO: CGS+SS
 KV1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV1387 ***********************************************************************
 KV1387  DESIGNATION -  1671
 KV1387  PID         -  KV1387
 KV1387  STATE/COUNTY-  NJ/HUNTERDON
 KV1387  COUNTRY     -  US
 KV1387  USGS QUAD   -  FLEMINGTON (2019)
 KV1387
 KV1387                         *CURRENT SURVEY CONTROL
 KV1387  ______________________________________________________________________
 KV1387* NAD 83(1986) POSITION- 40 30 35.55   (N) 074 51 32.17   (W)   HD_HELD1
 KV1387* NAVD 88 ORTHO HEIGHT -    55.179 (meters)      181.03  (feet) ADJUSTED
 KV1387  ______________________________________________________________________
 KV1387  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 KV1387  DYNAMIC HEIGHT  -         55.153 (meters)      180.95  (feet) COMP
 KV1387  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 KV1387
 KV1387  VERT ORDER      -  SECOND    CLASS II
 KV1387
 KV1387.The horizontal coordinates were determined by differentially corrected
 KV1387.hand held GPS observations or other comparable positioning techniques
 KV1387.and have an estimated accuracy of +/- 3 meters.
 KV1387
 KV1387.The orthometric height was determined by differential leveling and
 KV1387.adjusted by the NATIONAL GEODETIC SURVEY
 KV1387.in June 1991.
 KV1387
 KV1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1387.GEOID18 height accuracy estimate available here.
 KV1387
 KV1387.Click photographs - Photos may exist for this station.
 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       -   186,186.9     119,581.3     MT  (+/- 3 meters HH1 GPS) 
 KV1387
 KV1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1195184360(NAD 83)
 KV1387
 KV1387                          SUPERSEDED SURVEY CONTROL
 KV1387
 KV1387  NGVD 29 (11/26/84)   55.420  (m)          181.82   (f) ADJUSTED    2 0
 KV1387
 KV1387.Superseded values are not recommended for survey control.
 KV1387
 KV1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1387.See file dsdata.pdf to determine how the superseded data were derived.
 KV1387
 KV1387_MARKER: DD = SURVEY DISK
 KV1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1387_STAMPING: 1671
 KV1387_MARK LOGO: NJGS
 KV1387_PROJECTION: RECESSED 15 CENTIMETERS
 KV1387_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1387+STABILITY: SURFACE MOTION
 KV1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1387+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2024
 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  HISTORY     - 20100413 GOOD             NJGS
 KV1387  HISTORY     - 20240501 POOR             NJGS
 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.
 KV1387
 KV1387                          STATION RECOVERY (2010)
 KV1387
 KV1387'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV1387'THE STATION IS LOCATED IN THE BOROUGH OF FLEMINGTON AT THE NORTHEAST
 KV1387'CORNER OF THE TEE INTERSECTION OF MAIN STREET AND COURT STREET, IN
 KV1387'FRONT OF THE ORIGINAL HUNTERDON COUNTY COURTHOUSE.
 KV1387'
 KV1387'THE STATION IS 20.7 FT (6.3 M) EAST-SOUTHEAST FROM A 4 FT (1.2 M) HIGH
 KV1387'STONE POST SUPPORTING THE TRUE MERIDIAN SOUTH BENCH MARK, 16.4 FT (5.0
 KV1387'M) NORTH FROM THE CENTER LINE OF COURT STREET, 27.4 FT (8.4 M) WEST
 KV1387'FROM THE CENTER LINE OF MAIN STREET, 29.8 FT (9.1 M) SOUTH-SOUTHEAST
 KV1387'FROM THE FLAGPOLE IN FRONT OF THE COURTHOUSE, 12.4 FT (3.8 M)
 KV1387'SOUTH-SOUTHWEST FROM A FIRE HYDRANT AND 3.2 FT (1.0 M) WEST FROM WOOD
 KV1387'UTILITY POLE NUMBER 21.  THE STATION IS SET ABOUT 0.5 FT (15 CM) BELOW
 KV1387'THE SIDEWALK WITHIN A 1.O FT (0.3 M) DIAMETER CIRCULAR STEEL VALVE
 KV1387'BOX.
 KV1387
 KV1387                          STATION RECOVERY (2024)
 KV1387
 KV1387'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (CJ)
 KV1387'THE MARK WAS RECOVERED AS DESCRIBED.  THE DISK WAS WORN FROM AGE, SO
 KV1387'IT WAS RESTAMPED WITH ITS PROPER DESIGNATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9809 ***********************************************************************
 DE9809  DESIGNATION -  168
 DE9809  PID         -  DE9809
 DE9809  STATE/COUNTY-  NJ/MERCER
 DE9809  COUNTRY     -  US
 DE9809  USGS QUAD   -  TRENTON EAST (2019)
 DE9809
 DE9809                         *CURRENT SURVEY CONTROL
 DE9809  ______________________________________________________________________
 DE9809* NAD 83(1986) POSITION- 40 10 55.     (N) 074 39 52.     (W)   SCALED
 DE9809* NAVD 88 ORTHO HEIGHT -    17.061 (meters)       55.97  (feet) ADJUSTED
 DE9809  ______________________________________________________________________
 DE9809  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 DE9809  DYNAMIC HEIGHT  -         17.053 (meters)       55.95  (feet) COMP
 DE9809  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 DE9809
 DE9809  VERT ORDER      -  FIRST     CLASS II
 DE9809
 DE9809.The horizontal coordinates were scaled from a map and have
 DE9809.an estimated accuracy of +/- 6 seconds.
 DE9809
 DE9809.The orthometric height was determined by differential leveling and
 DE9809.adjusted by the NATIONAL GEODETIC SURVEY
 DE9809.in March 2005.
 DE9809
 DE9809.No vertical observational check was made to the station.
 DE9809
 DE9809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9809.GEOID18 height accuracy estimate available here.
 DE9809
 DE9809.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK285480(NAD 83)
 DE9809
 DE9809                          SUPERSEDED SURVEY CONTROL
 DE9809
 DE9809.No superseded survey control is available for this station.
 DE9809
 DE9809_STAMPING: 168
 DE9809_MARK LOGO: CGS+SS
 DE9809_PROJECTION: RECESSED 15 CENTIMETERS
 DE9809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9809+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 DE9809
 DE9809  HISTORY     - Date     Condition        Report By
 DE9809  HISTORY     - 1935     MONUMENTED       CGS
 DE9809  HISTORY     - 20020202 GOOD             NJGS
 DE9809  HISTORY     - 20060717 GOOD             NJGS
 DE9809  HISTORY     - 20200326 MARK NOT FOUND   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'
 DE9809
 DE9809                          STATION RECOVERY (2006)
 DE9809
 DE9809'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DE9809'RECOVERED AS DESCRIBED.
 DE9809
 DE9809                          STATION RECOVERY (2020)
 DE9809
 DE9809'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 DE9809'THIS STATION WAS LOOKED FOR BUT WAS NOT RECOVERED, BELIEVED TO BE
 DE9809'PAVED OVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2046 ***********************************************************************
 KV2046  DESIGNATION -  17
 KV2046  PID         -  KV2046
 KV2046  STATE/COUNTY-  NJ/HUNTERDON
 KV2046  COUNTRY     -  US
 KV2046  USGS QUAD   -  LUMBERVILLE (2019)
 KV2046
 KV2046                         *CURRENT SURVEY CONTROL
 KV2046  ______________________________________________________________________
 KV2046* NAD 83(1986) POSITION- 40 29 20.0    (N) 075 03 38.5    (W)   HD_HELD2
 KV2046* NAVD 88 ORTHO HEIGHT -    34.196 (meters)      112.19  (feet) ADJUSTED
 KV2046  ______________________________________________________________________
 KV2046  GEOID HEIGHT    -        -34.137 (meters)                     GEOID18
 KV2046  DYNAMIC HEIGHT  -         34.179 (meters)      112.14  (feet) COMP
 KV2046  MODELED GRAVITY -    980,140.7   (mgal)                       NAVD 88
 KV2046
 KV2046  VERT ORDER      -  FIRST     CLASS I
 KV2046
 KV2046.The horizontal coordinates were established by autonomous hand held GPS
 KV2046.observations and have an estimated accuracy of +/- 10 meters.
 KV2046
 KV2046.The orthometric height was determined by differential leveling and
 KV2046.adjusted by the NATIONAL GEODETIC SURVEY
 KV2046.in June 1991.
 KV2046
 KV2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2046.GEOID18 height accuracy estimate available here.
 KV2046
 KV2046.Click photographs - Photos may exist for this station.
 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       -   183,946.      102,468.      MT  (+/- 10 meters HH2 GPS)
 KV2046
 KV2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9485682023(NAD 83)
 KV2046
 KV2046                          SUPERSEDED SURVEY CONTROL
 KV2046
 KV2046  NGVD 29 (01/10/92)   34.464  (m)          113.07   (f) ADJUSTED    1 1
 KV2046  NGVD 29 (??/??/87)   34.472  (m)          113.10   (f) SUPERSEDED  1 1
 KV2046
 KV2046.Superseded values are not recommended for survey control.
 KV2046
 KV2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2046.See file dsdata.pdf to determine how the superseded data were derived.
 KV2046
 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 - February 01, 2007
 KV2046
 KV2046  HISTORY     - Date     Condition        Report By
 KV2046  HISTORY     - UNK      MONUMENTED       PRR
 KV2046  HISTORY     - 1956     GOOD             CGS
 KV2046  HISTORY     - 19881010 GOOD             NJGS
 KV2046  HISTORY     - 20070201 GOOD             GILMOR
 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.
 KV2046
 KV2046                          STATION RECOVERY (2007)
 KV2046
 KV2046'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2007 (RBF)
 KV2046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7196 ***********************************************************************
 AA7196  DESIGNATION -  17 A 1
 AA7196  PID         -  AA7196
 AA7196  STATE/COUNTY-  NJ/SALEM
 AA7196  COUNTRY     -  US
 AA7196  USGS QUAD   -  SALEM (2019)
 AA7196
 AA7196                         *CURRENT SURVEY CONTROL
 AA7196  ______________________________________________________________________
 AA7196* NAD 83(2011) POSITION- 39 33 54.80058(N) 075 28 02.08632(W)   ADJUSTED
 AA7196* NAD 83(2011) ELLIP HT-   -32.640 (meters)        (06/27/12)   ADJUSTED
 AA7196* NAD 83(2011) EPOCH   -  2010.00
 AA7196* NAVD 88 ORTHO HEIGHT -     0.888 (meters)        2.91  (feet) ADJUSTED
 AA7196  ______________________________________________________________________
 AA7196  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 AA7196  NAD 83(2011) X  -  1,235,488.611 (meters)                     COMP
 AA7196  NAD 83(2011) Y  - -4,766,038.609 (meters)                     COMP
 AA7196  NAD 83(2011) Z  -  4,040,867.717 (meters)                     COMP
 AA7196  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 AA7196  DYNAMIC HEIGHT  -          0.888 (meters)        2.91  (feet) COMP
 AA7196  MODELED GRAVITY -    980,123.0   (mgal)                       NAVD 88
 AA7196
 AA7196  VERT ORDER      -  FIRST     CLASS II
 AA7196
 AA7196  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7196  Standards:
 AA7196         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7196            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7196  -------------------------------------------------------------------
 AA7196  NETWORK    0.39   0.61           0.18   0.13   0.31      0.04778240
 AA7196  -------------------------------------------------------------------
 AA7196  Click here for local accuracies and other accuracy information.
 AA7196
 AA7196.The horizontal coordinates were established by GPS observations
 AA7196.and adjusted by the National Geodetic Survey in June 2012.
 AA7196
 AA7196.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7196.been affixed to the stable North American tectonic plate. See 
 AA7196.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7196
 AA7196.The horizontal coordinates are valid at the epoch date displayed above
 AA7196.which is a decimal equivalence of Year/Month/Day.
 AA7196
 AA7196.The orthometric height was determined by differential leveling and
 AA7196.adjusted by the NATIONAL GEODETIC SURVEY
 AA7196.in October 1996.
 AA7196
 AA7196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7196.GEOID18 height accuracy estimate available here.
 AA7196
 AA7196.Click photographs - Photos may exist for this station.
 AA7196
 AA7196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7196
 AA7196.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7196
 AA7196.The ellipsoidal height was determined by GPS observations
 AA7196.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7196
 AA7196;                    North         East     Units Scale Factor Converg.
 AA7196;SPC NJ       -    81,692.540    66,889.217   MT  0.99998502   -0 36 58.1
 AA7196;SPC NJ       -   268,019.61    219,452.37   sFT  0.99998502   -0 36 58.1
 AA7196;UTM  18      - 4,379,607.211   459,864.121   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5986479607(NAD 83)
 AA7196
 AA7196                          SUPERSEDED SURVEY CONTROL
 AA7196
 AA7196  NAD 83(2007)-  39 33 54.80089(N)    075 28 02.08707(W) AD(2002.00) 0
 AA7196  ELLIP H (02/10/07)  -32.625  (m)                       GP(2002.00)    
 AA7196  ELLIP H (09/25/02)  -32.630  (m)                       GP(       ) 4 1
 AA7196  NAD 83(1996)-  39 33 54.80110(N)    075 28 02.08701(W) AD(       ) 1
 AA7196  ELLIP H (05/14/99)  -32.620  (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)  -32.688  (m)                       GP(       ) 3 1
 AA7196  NAVD 88               0.89   (m)            2.9    (f) LEVELING    3  
 AA7196  NAVD 88 (08/04/95)    0.9    (m)  GEOID93  model used  GPS OBS        
 AA7196
 AA7196.Superseded values are not recommended for survey control.
 AA7196
 AA7196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7196.See file dsdata.pdf to determine how the superseded data were derived.
 AA7196
 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 - May 26, 2007
 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  HISTORY     - 20070526 GOOD             UE
 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.
 AA7196
 AA7196                          STATION RECOVERY (2007)
 AA7196
 AA7196'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AA7196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7197 ***********************************************************************
 AA7197  DESIGNATION -  17 B 1
 AA7197  PID         -  AA7197
 AA7197  STATE/COUNTY-  NJ/SALEM
 AA7197  COUNTRY     -  US
 AA7197  USGS QUAD   -  SALEM (2019)
 AA7197
 AA7197                         *CURRENT SURVEY CONTROL
 AA7197  ______________________________________________________________________
 AA7197* NAD 83(2011) POSITION- 39 32 34.51586(N) 075 24 34.31699(W)   ADJUSTED
 AA7197* NAD 83(2011) ELLIP HT-   -27.181 (meters)        (06/27/12)   ADJUSTED
 AA7197* NAD 83(2011) EPOCH   -  2010.00
 AA7197* NAVD 88 ORTHO HEIGHT -     6.427 (meters)       21.09  (feet) ADJUSTED
 AA7197  ______________________________________________________________________
 AA7197  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 AA7197  NAD 83(2011) X  -  1,240,687.041 (meters)                     COMP
 AA7197  NAD 83(2011) Y  - -4,766,321.658 (meters)                     COMP
 AA7197  NAD 83(2011) Z  -  4,038,962.126 (meters)                     COMP
 AA7197  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 AA7197  DYNAMIC HEIGHT  -          6.424 (meters)       21.08  (feet) COMP
 AA7197  MODELED GRAVITY -    980,116.4   (mgal)                       NAVD 88
 AA7197
 AA7197  VERT ORDER      -  FIRST     CLASS II
 AA7197
 AA7197  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7197  Standards:
 AA7197         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7197            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7197  -------------------------------------------------------------------
 AA7197  NETWORK    0.41   0.63           0.19   0.13   0.32     -0.10070753
 AA7197  -------------------------------------------------------------------
 AA7197  Click here for local accuracies and other accuracy information.
 AA7197
 AA7197.The horizontal coordinates were established by GPS observations
 AA7197.and adjusted by the National Geodetic Survey in June 2012.
 AA7197
 AA7197.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7197.been affixed to the stable North American tectonic plate. See 
 AA7197.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7197
 AA7197.The horizontal coordinates are valid at the epoch date displayed above
 AA7197.which is a decimal equivalence of Year/Month/Day.
 AA7197
 AA7197.The orthometric height was determined by differential leveling and
 AA7197.adjusted by the NATIONAL GEODETIC SURVEY
 AA7197.in October 1996.
 AA7197
 AA7197.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7197.GEOID18 height accuracy estimate available here.
 AA7197
 AA7197.Click photographs - Photos may exist for this station.
 AA7197
 AA7197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7197
 AA7197.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7197
 AA7197.The ellipsoidal height was determined by GPS observations
 AA7197.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7197
 AA7197;                    North         East     Units Scale Factor Converg.
 AA7197;SPC NJ       -    79,164.962    71,823.328   MT  0.99997522   -0 34 44.7
 AA7197;SPC NJ       -   259,727.05    235,640.37   sFT  0.99997522   -0 34 44.7
 AA7197;UTM  18      - 4,377,108.001   464,810.409   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6481077108(NAD 83)
 AA7197
 AA7197                          SUPERSEDED SURVEY CONTROL
 AA7197
 AA7197  NAD 83(2007)-  39 32 34.51619(N)    075 24 34.31772(W) AD(2002.00) 0
 AA7197  ELLIP H (02/10/07)  -27.166  (m)                       GP(2002.00)    
 AA7197  ELLIP H (09/25/02)  -27.179  (m)                       GP(       ) 4 1
 AA7197  NAD 83(1996)-  39 32 34.51632(N)    075 24 34.31770(W) AD(       ) 1
 AA7197  ELLIP H (05/14/99)  -27.161  (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)  -27.229  (m)                       GP(       ) 3 1
 AA7197  NAVD 88               6.43   (m)           21.1    (f) LEVELING    3  
 AA7197  NAVD 88 (08/04/95)    6.4    (m)  GEOID93  model used  GPS OBS        
 AA7197
 AA7197.Superseded values are not recommended for survey control.
 AA7197
 AA7197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7197.See file dsdata.pdf to determine how the superseded data were derived.
 AA7197
 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 14, 2007
 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  HISTORY     - 20070713 GOOD             UE
 AA7197  HISTORY     - 20070914 GOOD             GEOCAC
 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.
 AA7197
 AA7197                          STATION RECOVERY (2007)
 AA7197
 AA7197'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AA7197'RECOVERED IN GOOD CONDITION.
 AA7197
 AA7197                          STATION RECOVERY (2007)
 AA7197
 AA7197'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 AA7197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4341 ***********************************************************************
 AI4341  DESIGNATION -  17 C 1
 AI4341  PID         -  AI4341
 AI4341  STATE/COUNTY-  NJ/SALEM
 AI4341  COUNTRY     -  US
 AI4341  USGS QUAD   -  ELMER (2019)
 AI4341
 AI4341                         *CURRENT SURVEY CONTROL
 AI4341  ______________________________________________________________________
 AI4341* NAD 83(2011) POSITION- 39 34 19.22325(N) 075 14 16.16087(W)   ADJUSTED
 AI4341* NAD 83(2011) ELLIP HT-     8.562 (meters)        (06/27/12)   ADJUSTED
 AI4341* NAD 83(2011) EPOCH   -  2010.00
 AI4341* NAVD 88 ORTHO HEIGHT -    42.1   (meters)      138.    (feet) GPS OBS
 AI4341  ______________________________________________________________________
 AI4341  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4341  GEOID HEIGHT    -        -33.570 (meters)                     GEOID99
 AI4341  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 AI4341  NAD 83(2011) X  -  1,254,448.662 (meters)                     COMP
 AI4341  NAD 83(2011) Y  - -4,760,620.025 (meters)                     COMP
 AI4341  NAD 83(2011) Z  -  4,041,474.583 (meters)                     COMP
 AI4341  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 AI4341
 AI4341  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4341  Standards:
 AI4341         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4341            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4341  -------------------------------------------------------------------
 AI4341  NETWORK    0.60   0.98           0.28   0.20   0.50     -0.04330131
 AI4341  -------------------------------------------------------------------
 AI4341  Click here for local accuracies and other accuracy information.
 AI4341
 AI4341.The horizontal coordinates were established by GPS observations
 AI4341.and adjusted by the National Geodetic Survey in June 2012.
 AI4341
 AI4341.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4341.been affixed to the stable North American tectonic plate. See 
 AI4341.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4341
 AI4341.The horizontal coordinates are valid at the epoch date displayed above
 AI4341.which is a decimal equivalence of Year/Month/Day.
 AI4341
 AI4341.The orthometric height was determined by GPS observations and a
 AI4341.high-resolution geoid model.
 AI4341
 AI4341.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4341.GEOID18 height accuracy estimate available here.
 AI4341
 AI4341.Click photographs - Photos may exist for this station.
 AI4341
 AI4341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4341
 AI4341.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4341
 AI4341.The ellipsoidal height was determined by GPS observations
 AI4341.and is referenced to NAD 83.
 AI4341
 AI4341. The following values were computed from the NAD 83(2011) position.
 AI4341
 AI4341;                    North         East     Units Scale Factor Converg.
 AI4341;SPC NJ       -    82,258.836    86,608.907   MT  0.99994946   -0 28 12.2
 AI4341;SPC NJ       -   269,877.53    284,149.39   sFT  0.99994946   -0 28 12.2
 AI4341;UTM  18      - 4,380,282.886   479,573.363   MT  0.99960514   -0 09 05.4
 AI4341
 AI4341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4341!SPC NJ       -   0.99999866  x   0.99994946  =   0.99994812
 AI4341!UTM  18      -   0.99999866  x   0.99960514  =   0.99960380
 AI4341
 AI4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7957380282(NAD 83)
 AI4341
 AI4341                          SUPERSEDED SURVEY CONTROL
 AI4341
 AI4341  NAD 83(2007)-  39 34 19.22354(N)    075 14 16.16156(W) AD(2002.00) 0
 AI4341  ELLIP H (02/10/07)    8.575  (m)                       GP(2002.00)    
 AI4341  ELLIP H (09/25/02)    8.582  (m)                       GP(       ) 4 1
 AI4341  NAD 83(1996)-  39 34 19.22356(N)    075 14 16.16169(W) AD(       ) 1
 AI4341  ELLIP H (03/31/00)    8.583  (m)                       GP(       ) 3 1
 AI4341
 AI4341.Superseded values are not recommended for survey control.
 AI4341
 AI4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4341.See file dsdata.pdf to determine how the superseded data were derived.
 AI4341
 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 - July 13, 2007
 AI4341
 AI4341  HISTORY     - Date     Condition        Report By
 AI4341  HISTORY     - 1999     MONUMENTED       NJGS
 AI4341  HISTORY     - 20070713 GOOD             UE
 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.
 AI4341
 AI4341                          STATION RECOVERY (2007)
 AI4341
 AI4341'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4342 ***********************************************************************
 AI4342  DESIGNATION -  17 D 1
 AI4342  PID         -  AI4342
 AI4342  STATE/COUNTY-  NJ/SALEM
 AI4342  COUNTRY     -  US
 AI4342  USGS QUAD   -  ALLOWAY (2019)
 AI4342
 AI4342                         *CURRENT SURVEY CONTROL
 AI4342  ______________________________________________________________________
 AI4342* NAD 83(2011) POSITION- 39 34 05.22988(N) 075 18 48.14130(W)   ADJUSTED
 AI4342* NAD 83(2011) ELLIP HT-   -16.466 (meters)        (06/27/12)   ADJUSTED
 AI4342* NAD 83(2011) EPOCH   -  2010.00
 AI4342* NAVD 88 ORTHO HEIGHT -    17.1   (meters)       56.    (feet) GPS OBS
 AI4342  ______________________________________________________________________
 AI4342  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4342  GEOID HEIGHT    -        -33.572 (meters)                     GEOID99
 AI4342  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 AI4342  NAD 83(2011) X  -  1,248,235.036 (meters)                     COMP
 AI4342  NAD 83(2011) Y  - -4,762,517.271 (meters)                     COMP
 AI4342  NAD 83(2011) Z  -  4,041,125.970 (meters)                     COMP
 AI4342  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 AI4342
 AI4342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4342  Standards:
 AI4342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4342  -------------------------------------------------------------------
 AI4342  NETWORK    0.54   0.88           0.25   0.18   0.45      0.04331567
 AI4342  -------------------------------------------------------------------
 AI4342  Click here for local accuracies and other accuracy information.
 AI4342
 AI4342.The horizontal coordinates were established by GPS observations
 AI4342.and adjusted by the National Geodetic Survey in June 2012.
 AI4342
 AI4342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4342.been affixed to the stable North American tectonic plate. See 
 AI4342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4342
 AI4342.The horizontal coordinates are valid at the epoch date displayed above
 AI4342.which is a decimal equivalence of Year/Month/Day.
 AI4342
 AI4342.The orthometric height was determined by GPS observations and a
 AI4342.high-resolution geoid model.
 AI4342
 AI4342.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4342.GEOID18 height accuracy estimate available here.
 AI4342
 AI4342.Click photographs - Photos may exist for this station.
 AI4342
 AI4342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4342
 AI4342.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4342
 AI4342.The ellipsoidal height was determined by GPS observations
 AI4342.and is referenced to NAD 83.
 AI4342
 AI4342. The following values were computed from the NAD 83(2011) position.
 AI4342
 AI4342;                    North         East     Units Scale Factor Converg.
 AI4342;SPC NJ       -    81,883.286    80,113.926   MT  0.99996011   -0 31 05.3
 AI4342;SPC NJ       -   268,645.41    262,840.44   sFT  0.99996011   -0 31 05.3
 AI4342;UTM  18      - 4,379,871.377   473,082.829   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7308279871(NAD 83)
 AI4342
 AI4342                          SUPERSEDED SURVEY CONTROL
 AI4342
 AI4342  NAD 83(2007)-  39 34 05.23020(N)    075 18 48.14204(W) AD(2002.00) 0
 AI4342  ELLIP H (02/10/07)  -16.451  (m)                       GP(2002.00)    
 AI4342  ELLIP H (09/25/02)  -16.453  (m)                       GP(       ) 4 1
 AI4342  NAD 83(1996)-  39 34 05.23032(N)    075 18 48.14212(W) AD(       ) 1
 AI4342  ELLIP H (03/31/00)  -16.445  (m)                       GP(       ) 3 1
 AI4342
 AI4342.Superseded values are not recommended for survey control.
 AI4342
 AI4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4342.See file dsdata.pdf to determine how the superseded data were derived.
 AI4342
 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_PROJECTION: RECESSED 3 CENTIMETERS
 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 - August 13, 2019
 AI4342
 AI4342  HISTORY     - Date     Condition        Report By
 AI4342  HISTORY     - 1999     MONUMENTED       NJGS
 AI4342  HISTORY     - 20070625 GOOD             UE
 AI4342  HISTORY     - 20190813 GOOD             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.
 AI4342
 AI4342                          STATION RECOVERY (2007)
 AI4342
 AI4342'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4342'RECOVERED IN GOOD CONDITION.
 AI4342
 AI4342                          STATION RECOVERY (2019)
 AI4342
 AI4342'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AI4342'THE STATION IS 26 M (85.3 FT) EAST-SOUTHEAST OF CORNER OF SOLAR PANEL
 AI4342'INSTALLATION AND 1.5 CM (1 INCH) BELOW THE SURFACE.  ALSO, HOUSE
 AI4342'NUMBER 355 IS ACTUALLY 335 AND THE MILEPOST MARKER HAS BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4343 ***********************************************************************
 AI4343  DESIGNATION -  17 E 1
 AI4343  PID         -  AI4343
 AI4343  STATE/COUNTY-  NJ/SALEM
 AI4343  COUNTRY     -  US
 AI4343  USGS QUAD   -  PENNS GROVE (2019)
 AI4343
 AI4343                         *CURRENT SURVEY CONTROL
 AI4343  ______________________________________________________________________
 AI4343* NAD 83(2011) POSITION- 39 41 29.07033(N) 075 25 41.98190(W)   ADJUSTED
 AI4343* NAD 83(2011) ELLIP HT-   -28.602 (meters)        (06/27/12)   ADJUSTED
 AI4343* NAD 83(2011) EPOCH   -  2010.00
 AI4343* NAVD 88 ORTHO HEIGHT -     4.6   (meters)       15.    (feet) GPS OBS
 AI4343  ______________________________________________________________________
 AI4343  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4343  GEOID HEIGHT    -        -33.196 (meters)                     GEOID99
 AI4343  GEOID HEIGHT    -        -33.195 (meters)                     GEOID18
 AI4343  NAD 83(2011) X  -  1,236,478.283 (meters)                     COMP
 AI4343  NAD 83(2011) Y  - -4,756,553.072 (meters)                     COMP
 AI4343  NAD 83(2011) Z  -  4,051,660.807 (meters)                     COMP
 AI4343  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 AI4343
 AI4343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4343  Standards:
 AI4343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4343  -------------------------------------------------------------------
 AI4343  NETWORK    0.63   1.10           0.29   0.21   0.56      0.09675421
 AI4343  -------------------------------------------------------------------
 AI4343  Click here for local accuracies and other accuracy information.
 AI4343
 AI4343.The horizontal coordinates were established by GPS observations
 AI4343.and adjusted by the National Geodetic Survey in June 2012.
 AI4343
 AI4343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4343.been affixed to the stable North American tectonic plate. See 
 AI4343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4343
 AI4343.The horizontal coordinates are valid at the epoch date displayed above
 AI4343.which is a decimal equivalence of Year/Month/Day.
 AI4343
 AI4343.The orthometric height was determined by GPS observations and a
 AI4343.high-resolution geoid model.
 AI4343
 AI4343.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4343.GEOID18 height accuracy estimate available here.
 AI4343
 AI4343.Click photographs - Photos may exist for this station.
 AI4343
 AI4343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4343
 AI4343.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4343
 AI4343.The ellipsoidal height was determined by GPS observations
 AI4343.and is referenced to NAD 83.
 AI4343
 AI4343. The following values were computed from the NAD 83(2011) position.
 AI4343
 AI4343;                    North         East     Units Scale Factor Converg.
 AI4343;SPC NJ       -    95,666.368    70,378.082   MT  0.99997803   -0 35 34.5
 AI4343;SPC NJ       -   313,865.41    230,898.76   sFT  0.99997803   -0 35 34.5
 AI4343;UTM  18      - 4,393,595.160   463,273.909   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  =   0.99962110
 AI4343
 AI4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6327393595(NAD 83)
 AI4343
 AI4343                          SUPERSEDED SURVEY CONTROL
 AI4343
 AI4343  NAD 83(2007)-  39 41 29.07065(N)    075 25 41.98264(W) AD(2002.00) 0
 AI4343  ELLIP H (02/10/07)  -28.587  (m)                       GP(2002.00)    
 AI4343  ELLIP H (09/25/02)  -28.585  (m)                       GP(       ) 4 1
 AI4343  NAD 83(1996)-  39 41 29.07089(N)    075 25 41.98269(W) AD(       ) 1
 AI4343  ELLIP H (03/31/00)  -28.579  (m)                       GP(       ) 3 1
 AI4343
 AI4343.Superseded values are not recommended for survey control.
 AI4343
 AI4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4343.See file dsdata.pdf to determine how the superseded data were derived.
 AI4343
 AI4343_MARKER: DD = SURVEY DISK
 AI4343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI4343_SP_SET: NORTHEAST ABUTMENT
 AI4343_STAMPING: 17 E 1 1999
 AI4343_MARK LOGO: NJGS
 AI4343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4343+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 AI4343
 AI4343  HISTORY     - Date     Condition        Report By
 AI4343  HISTORY     - 1999     MONUMENTED       NJGS
 AI4343  HISTORY     - 20030605 GOOD             GEOCAC
 AI4343  HISTORY     - 20060912 GOOD             NJDT
 AI4343  HISTORY     - 20070713 GOOD             UE
 AI4343  HISTORY     - 20160524 MARK NOT FOUND   AAAS
 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.
 AI4343
 AI4343                          STATION RECOVERY (2006)
 AI4343
 AI4343'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (JFL)
 AI4343'RECOVERED AS DESCRIBED
 AI4343
 AI4343                          STATION RECOVERY (2007)
 AI4343
 AI4343'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4343'RECOVERED IN GOOD CONDITION.
 AI4343
 AI4343                          STATION RECOVERY (2016)
 AI4343
 AI4343'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 AI4343'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  THE BRIDGE IN WHICH
 AI4343'THE STATION WAS SET IN IS IN THE PROCESS OF BEING DEMOLISHED.  THE
 AI4343'STATION IS CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4344 ***********************************************************************
 AI4344  DESIGNATION -  17 F 1
 AI4344  PID         -  AI4344
 AI4344  STATE/COUNTY-  NJ/SALEM
 AI4344  COUNTRY     -  US
 AI4344  USGS QUAD   -  WOODSTOWN (2019)
 AI4344
 AI4344                         *CURRENT SURVEY CONTROL
 AI4344  ______________________________________________________________________
 AI4344* NAD 83(2011) POSITION- 39 38 40.71062(N) 075 19 39.46191(W)   ADJUSTED
 AI4344* NAD 83(2011) ELLIP HT-   -22.818 (meters)        (06/27/12)   ADJUSTED
 AI4344* NAD 83(2011) EPOCH   -  2010.00
 AI4344* NAVD 88 ORTHO HEIGHT -    10.6   (meters)       35.    (feet) GPS OBS
 AI4344  ______________________________________________________________________
 AI4344  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4344  GEOID HEIGHT    -        -33.372 (meters)                     GEOID99
 AI4344  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 AI4344  NAD 83(2011) X  -  1,245,676.895 (meters)                     COMP
 AI4344  NAD 83(2011) Y  - -4,757,583.282 (meters)                     COMP
 AI4344  NAD 83(2011) Z  -  4,047,667.625 (meters)                     COMP
 AI4344  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 AI4344
 AI4344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4344  Standards:
 AI4344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4344  -------------------------------------------------------------------
 AI4344  NETWORK    0.41   0.71           0.19   0.14   0.36      0.02318340
 AI4344  -------------------------------------------------------------------
 AI4344  Click here for local accuracies and other accuracy information.
 AI4344
 AI4344.The horizontal coordinates were established by GPS observations
 AI4344.and adjusted by the National Geodetic Survey in June 2012.
 AI4344
 AI4344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4344.been affixed to the stable North American tectonic plate. See 
 AI4344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4344
 AI4344.The horizontal coordinates are valid at the epoch date displayed above
 AI4344.which is a decimal equivalence of Year/Month/Day.
 AI4344
 AI4344.The orthometric height was determined by GPS observations and a
 AI4344.high-resolution geoid model.
 AI4344
 AI4344.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4344.GEOID18 height accuracy estimate available here.
 AI4344
 AI4344.Click photographs - Photos may exist for this station.
 AI4344
 AI4344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4344
 AI4344.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4344
 AI4344.The ellipsoidal height was determined by GPS observations
 AI4344.and is referenced to NAD 83.
 AI4344
 AI4344. The following values were computed from the NAD 83(2011) position.
 AI4344
 AI4344;                    North         East     Units Scale Factor Converg.
 AI4344;SPC NJ       -    90,389.840    78,967.276   MT  0.99996210   -0 31 41.0
 AI4344;SPC NJ       -   296,554.00    259,078.47   sFT  0.99996210   -0 31 41.0
 AI4344;UTM  18      - 4,388,368.430   471,889.289   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7188988368(NAD 83)
 AI4344
 AI4344                          SUPERSEDED SURVEY CONTROL
 AI4344
 AI4344  NAD 83(2007)-  39 38 40.71095(N)    075 19 39.46266(W) AD(2002.00) 0
 AI4344  ELLIP H (02/10/07)  -22.804  (m)                       GP(2002.00)    
 AI4344  ELLIP H (09/25/02)  -22.802  (m)                       GP(       ) 4 1
 AI4344  NAD 83(1996)-  39 38 40.71099(N)    075 19 39.46272(W) AD(       ) 1
 AI4344  ELLIP H (03/31/00)  -22.795  (m)                       GP(       ) 3 1
 AI4344
 AI4344.Superseded values are not recommended for survey control.
 AI4344
 AI4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4344.See file dsdata.pdf to determine how the superseded data were derived.
 AI4344
 AI4344_MARKER: DD = SURVEY DISK
 AI4344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI4344_SP_SET: BRIDGE SIDEWALK
 AI4344_STAMPING: 17 F 1 1999
 AI4344_MARK LOGO: NJGS
 AI4344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4344+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 AI4344
 AI4344  HISTORY     - Date     Condition        Report By
 AI4344  HISTORY     - 1999     MONUMENTED       NJGS
 AI4344  HISTORY     - 20030605 GOOD             GEOCAC
 AI4344  HISTORY     - 20070713 GOOD             UE
 AI4344  HISTORY     - 20070927 GOOD             NJDT
 AI4344  HISTORY     - 20190814 GOOD             NJGS
 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.
 AI4344
 AI4344                          STATION RECOVERY (2007)
 AI4344
 AI4344'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4344'RECOVERED IN GOOD CONDITION.
 AI4344
 AI4344                          STATION RECOVERY (2007)
 AI4344
 AI4344'RECOVERY NOTE BY NJ DEPT OF TRANSP 2007 (JFL)
 AI4344'RECOVERED AS DESCRIBED.
 AI4344
 AI4344                          STATION RECOVERY (2019)
 AI4344
 AI4344'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AI4344'THE BALUSTRADE HAS A PLAQUE WITH BRIDGE NUMBER 448 1941 AND LIST OF
 AI4344'BOARD OF CHOSEN FREEHOLDERS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4345 ***********************************************************************
 AI4345  DESIGNATION -  17 G 1
 AI4345  PID         -  AI4345
 AI4345  STATE/COUNTY-  NJ/SALEM
 AI4345  COUNTRY     -  US
 AI4345  USGS QUAD   -  ELMER (2019)
 AI4345
 AI4345                         *CURRENT SURVEY CONTROL
 AI4345  ______________________________________________________________________
 AI4345* NAD 83(2011) POSITION- 39 32 55.59978(N) 075 09 22.93512(W)   ADJUSTED
 AI4345* NAD 83(2011) ELLIP HT-     1.891 (meters)        (06/27/12)   ADJUSTED
 AI4345* NAD 83(2011) EPOCH   -  2010.00
 AI4345* NAVD 88 ORTHO HEIGHT -    35.5   (meters)      116.    (feet) GPS OBS
 AI4345  ______________________________________________________________________
 AI4345  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4345  GEOID HEIGHT    -        -33.631 (meters)                     GEOID99
 AI4345  GEOID HEIGHT    -        -33.636 (meters)                     GEOID18
 AI4345  NAD 83(2011) X  -  1,261,634.555 (meters)                     COMP
 AI4345  NAD 83(2011) Y  - -4,760,414.650 (meters)                     COMP
 AI4345  NAD 83(2011) Z  -  4,039,482.044 (meters)                     COMP
 AI4345  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 AI4345
 AI4345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4345  Standards:
 AI4345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4345  -------------------------------------------------------------------
 AI4345  NETWORK    0.63   1.02           0.29   0.21   0.52      0.02675400
 AI4345  -------------------------------------------------------------------
 AI4345  Click here for local accuracies and other accuracy information.
 AI4345
 AI4345.The horizontal coordinates were established by GPS observations
 AI4345.and adjusted by the National Geodetic Survey in June 2012.
 AI4345
 AI4345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4345.been affixed to the stable North American tectonic plate. See 
 AI4345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4345
 AI4345.The horizontal coordinates are valid at the epoch date displayed above
 AI4345.which is a decimal equivalence of Year/Month/Day.
 AI4345
 AI4345.The orthometric height was determined by GPS observations and a
 AI4345.high-resolution geoid model.
 AI4345
 AI4345.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4345.GEOID18 height accuracy estimate available here.
 AI4345
 AI4345.Click photographs - Photos may exist for this station.
 AI4345
 AI4345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4345
 AI4345.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4345
 AI4345.The ellipsoidal height was determined by GPS observations
 AI4345.and is referenced to NAD 83.
 AI4345
 AI4345. The following values were computed from the NAD 83(2011) position.
 AI4345
 AI4345;                    North         East     Units Scale Factor Converg.
 AI4345;SPC NJ       -    79,625.820    93,588.186   MT  0.99993917   -0 25 04.6
 AI4345;SPC NJ       -   261,239.04    307,047.24   sFT  0.99993917   -0 25 04.6
 AI4345;UTM  18      - 4,377,689.586   486,564.786   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8656477689(NAD 83)
 AI4345
 AI4345                          SUPERSEDED SURVEY CONTROL
 AI4345
 AI4345  NAD 83(2007)-  39 32 55.60005(N)    075 09 22.93577(W) AD(2002.00) 0
 AI4345  ELLIP H (02/10/07)    1.904  (m)                       GP(2002.00)    
 AI4345  ELLIP H (09/25/02)    1.910  (m)                       GP(       ) 4 1
 AI4345  NAD 83(1996)-  39 32 55.60006(N)    075 09 22.93594(W) AD(       ) 1
 AI4345  ELLIP H (03/31/00)    1.909  (m)                       GP(       ) 3 1
 AI4345
 AI4345.Superseded values are not recommended for survey control.
 AI4345
 AI4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4345.See file dsdata.pdf to determine how the superseded data were derived.
 AI4345
 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 - September 29, 2021
 AI4345
 AI4345  HISTORY     - Date     Condition        Report By
 AI4345  HISTORY     - 1999     MONUMENTED       NJGS
 AI4345  HISTORY     - 20040102 GOOD             INDIV
 AI4345  HISTORY     - 20210929 GOOD             MASERC
 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.
 AI4345
 AI4345                          STATION RECOVERY (2021)
 AI4345
 AI4345'RECOVERY NOTE BY MASER CONSULTING 2021 (HR)
 AI4345'RECOVERED MOSTLY AS DESCRIBED.  WITH EXCEPTION, THE CONCRETE SEWER
 AI4345'UTILITY BOX NO LONGER CONTAINS A 10 FT (3.0 M) LIGHT.  THE SEWER
 AI4345'UTILITY IS THE SEPTIC TANK FOR THE ELEMENTARY SCHOOL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6950 ***********************************************************************
 DM6950  DESIGNATION -  17 H 1
 DM6950  PID         -  DM6950
 DM6950  STATE/COUNTY-  NJ/SALEM
 DM6950  COUNTRY     -  US
 DM6950  USGS QUAD   -  MARCUS HOOK (2019)
 DM6950
 DM6950                         *CURRENT SURVEY CONTROL
 DM6950  ______________________________________________________________________
 DM6950* NAD 83(1986) POSITION- 39 46 16.89   (N) 075 25 18.47   (W)   HD_HELD1
 DM6950* NAVD 88 ORTHO HEIGHT -     1.850 (meters)        6.07  (feet) ADJUSTED
 DM6950  ______________________________________________________________________
 DM6950  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 DM6950  DYNAMIC HEIGHT  -          1.849 (meters)        6.07  (feet) COMP
 DM6950  MODELED GRAVITY -    980,170.0   (mgal)                       NAVD 88
 DM6950
 DM6950  VERT ORDER      -  FIRST     CLASS II
 DM6950
 DM6950.The horizontal coordinates were determined by differentially corrected
 DM6950.hand held GPS observations or other comparable positioning techniques
 DM6950.and have an estimated accuracy of +/- 3 meters.
 DM6950
 DM6950.The orthometric height was determined by differential leveling and
 DM6950.adjusted by the NATIONAL GEODETIC SURVEY
 DM6950.in May 2011.
 DM6950
 DM6950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6950.GEOID18 height accuracy estimate available here.
 DM6950
 DM6950.Click photographs - Photos may exist for this station.
 DM6950
 DM6950.The dynamic height is computed by dividing the NAVD 88
 DM6950.geopotential number by the normal gravity value computed on the
 DM6950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6950.degrees latitude (g = 980.6199 gals.).
 DM6950
 DM6950.The modeled gravity was interpolated from observed gravity values.
 DM6950
 DM6950;                    North         East    Units  Estimated Accuracy
 DM6950;SPC NJ       -   104,536.7      71,029.5     MT  (+/- 3 meters HH1 GPS) 
 DM6950
 DM6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6387502465(NAD 83)
 DM6950
 DM6950                          SUPERSEDED SURVEY CONTROL
 DM6950
 DM6950.No superseded survey control is available for this station.
 DM6950
 DM6950_MARKER: DD = SURVEY DISK
 DM6950_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6950_SP_SET: CURB
 DM6950_STAMPING: 17 H 1 2008
 DM6950_MARK LOGO: NJGS
 DM6950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6950+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6950
 DM6950  HISTORY     - Date     Condition        Report By
 DM6950  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6950
 DM6950                          STATION DESCRIPTION
 DM6950
 DM6950'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6950'THE STATION IS LOCATED OLDMANS TOWNSHIP.
 DM6950'
 DM6950'TO REACH THE STATION FROM THE US HIGHWAY 130 BRIDGE SPANNING OLDMANS
 DM6950'CREEK, GO 1.2 MI (1.9 KM) SOUTHWEST ON HIGHWAY 130 TO THE STATION ON
 DM6950'THE LEFT, SET IN A CURB AT THE NORTHEAST JUNCTION OF US HIGHWAY 130
 DM6950'AND PORCUPINE ROAD (COUNTY ROAD 643).
 DM6950'
 DM6950'THE STATION IS 2.1 FT (0.6 M) NORTHEAST OF POLE NUMBER S17828, 23.5 FT
 DM6950'(7.2 M) SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 130, 46.7 FT (14.2
 DM6950'M) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF PORCUPINE
 DM6950'ROAD, 44.  7 FT (2.1 M) WEST OF THE EAST END OF THE CURBLINE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6952 ***********************************************************************
 DM6952  DESIGNATION -  17 J 1
 DM6952  PID         -  DM6952
 DM6952  STATE/COUNTY-  NJ/SALEM
 DM6952  COUNTRY     -  US
 DM6952  USGS QUAD   -  MARCUS HOOK (2019)
 DM6952
 DM6952                         *CURRENT SURVEY CONTROL
 DM6952  ______________________________________________________________________
 DM6952* NAD 83(1986) POSITION- 39 45 19.     (N) 075 26 30.     (W)   SCALED
 DM6952* NAVD 88 ORTHO HEIGHT -     5.358 (meters)       17.58  (feet) ADJUSTED
 DM6952  ______________________________________________________________________
 DM6952  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 DM6952  DYNAMIC HEIGHT  -          5.356 (meters)       17.57  (feet) COMP
 DM6952  MODELED GRAVITY -    980,168.9   (mgal)                       NAVD 88
 DM6952
 DM6952  VERT ORDER      -  FIRST     CLASS II
 DM6952
 DM6952.The horizontal coordinates were scaled from a map and have
 DM6952.an estimated accuracy of +/- 6 seconds.
 DM6952
 DM6952.The orthometric height was determined by differential leveling and
 DM6952.adjusted by the NATIONAL GEODETIC SURVEY
 DM6952.in May 2011.
 DM6952
 DM6952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6952.GEOID18 height accuracy estimate available here.
 DM6952
 DM6952.Click photographs - Photos may exist for this station.
 DM6952
 DM6952.The dynamic height is computed by dividing the NAVD 88
 DM6952.geopotential number by the normal gravity value computed on the
 DM6952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6952.degrees latitude (g = 980.6199 gals.).
 DM6952
 DM6952.The modeled gravity was interpolated from observed gravity values.
 DM6952
 DM6952;                    North         East    Units  Estimated Accuracy
 DM6952;SPC NJ       -   102,770.       69,310.      MT  (+/- 180 meters Scaled)
 DM6952
 DM6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK621006(NAD 83)
 DM6952
 DM6952                          SUPERSEDED SURVEY CONTROL
 DM6952
 DM6952.No superseded survey control is available for this station.
 DM6952
 DM6952_MARKER: DD = SURVEY DISK
 DM6952_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6952_SP_SET: TRAFFIC ISLAND
 DM6952_STAMPING: 17 J 1 2008
 DM6952_MARK LOGO: NJGS
 DM6952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6952+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6952
 DM6952  HISTORY     - Date     Condition        Report By
 DM6952  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6952
 DM6952                          STATION DESCRIPTION
 DM6952
 DM6952'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6952'THE STATION IS LOCATED IN OLDMANS TOWNSHIP, AT THE JUNCTION OF US
 DM6952'HIGHWAY 130 AND PENNSGROVE-PEDERICKSTOWN ROAD.
 DM6952'
 DM6952'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND STATE
 DM6952'ROUTE 48 IN PENNSGROVE, GO 2.3 MI (3.7 KM) NORTH ON US HIGHWAY 130 TO
 DM6952'THE STATION ON THE RIGHT.
 DM6952'
 DM6952'THE STATION IS SET IN THE SOUTHEAST END OF A CONCRETE ISLAND AT THE
 DM6952'ROAD JUNCTION, 15.2 M (49.9 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 DM6952'130, 22.2 M (72.8 FT) SOUTH-SOUTHWEST OF SIGN FOR US HIGHWAY 130
 DM6952'NORTH, 15.3 M (50.2 FT) NORTH-NORTHEAST OF POLE NUMBER 275OL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6953 ***********************************************************************
 DM6953  DESIGNATION -  17 K 1
 DM6953  PID         -  DM6953
 DM6953  STATE/COUNTY-  NJ/SALEM
 DM6953  COUNTRY     -  US
 DM6953  USGS QUAD   -  PENNS GROVE (2019)
 DM6953
 DM6953                         *CURRENT SURVEY CONTROL
 DM6953  ______________________________________________________________________
 DM6953* NAD 83(1986) POSITION- 39 44 53.25   (N) 075 27 00.90   (W)   HD_HELD1
 DM6953* NAVD 88 ORTHO HEIGHT -     6.325 (meters)       20.75  (feet) ADJUSTED
 DM6953  ______________________________________________________________________
 DM6953  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 DM6953  DYNAMIC HEIGHT  -          6.323 (meters)       20.74  (feet) COMP
 DM6953  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 DM6953
 DM6953  VERT ORDER      -  FIRST     CLASS II
 DM6953
 DM6953.The horizontal coordinates were determined by differentially corrected
 DM6953.hand held GPS observations or other comparable positioning techniques
 DM6953.and have an estimated accuracy of +/- 3 meters.
 DM6953
 DM6953.The orthometric height was determined by differential leveling and
 DM6953.adjusted by the NATIONAL GEODETIC SURVEY
 DM6953.in May 2011.
 DM6953
 DM6953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6953.GEOID18 height accuracy estimate available here.
 DM6953
 DM6953.Click photographs - Photos may exist for this station.
 DM6953
 DM6953.The dynamic height is computed by dividing the NAVD 88
 DM6953.geopotential number by the normal gravity value computed on the
 DM6953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6953.degrees latitude (g = 980.6199 gals.).
 DM6953
 DM6953.The modeled gravity was interpolated from observed gravity values.
 DM6953
 DM6953;                    North         East    Units  Estimated Accuracy
 DM6953;SPC NJ       -   101,982.8      68,564.6     MT  (+/- 3 meters HH1 GPS) 
 DM6953
 DM6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6142599899(NAD 83)
 DM6953
 DM6953                          SUPERSEDED SURVEY CONTROL
 DM6953
 DM6953.No superseded survey control is available for this station.
 DM6953
 DM6953_MARKER: DD = SURVEY DISK
 DM6953_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6953_SP_SET: CURB
 DM6953_STAMPING: 17 K 1 2008
 DM6953_MARK LOGO: NJGS
 DM6953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6953+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6953
 DM6953  HISTORY     - Date     Condition        Report By
 DM6953  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6953
 DM6953                          STATION DESCRIPTION
 DM6953
 DM6953'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6953'THE STATION IS LOCATED IN PENNSGROVE ON THE SOUTHEAST SIDE OF US
 DM6953'HIGHWAY 130 AT THE NORTHERLY ENTRANCE DRIVEWAY TO AN INDUSTRY (CST
 DM6953'PRODUCTS LLC).
 DM6953'
 DM6953'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND STATE
 DM6953'ROUTE 48 IN PENNSGROVE, GO 1.7 MI (2.7 KM) NORTH ON US HIGHWAY 130 TO
 DM6953'THE STATION ON THE RIGHT.
 DM6953'
 DM6953'THE STATION IS SET IN THE CURBLINE ON THE NORTH SIDE OF THE DRIVEWAY,
 DM6953'8.2 M (26.9 FT) NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 6.3 M
 DM6953'(20.7 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 130, 25.0 M
 DM6953'(82.0 FT) SOUTHWEST OF POLE NUMBER BT299OL, 14.3 M (46.9 FT)
 DM6953'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6957 ***********************************************************************
 DM6957  DESIGNATION -  17 L 1
 DM6957  PID         -  DM6957
 DM6957  STATE/COUNTY-  NJ/SALEM
 DM6957  COUNTRY     -  US
 DM6957  USGS QUAD   -  PENNS GROVE (2019)
 DM6957
 DM6957                         *CURRENT SURVEY CONTROL
 DM6957  ______________________________________________________________________
 DM6957* NAD 83(1986) POSITION- 39 43 33.     (N) 075 27 50.     (W)   SCALED
 DM6957* NAVD 88 ORTHO HEIGHT -     4.300 (meters)       14.11  (feet) ADJUSTED
 DM6957  ______________________________________________________________________
 DM6957  GEOID HEIGHT    -        -33.070 (meters)                     GEOID18
 DM6957  DYNAMIC HEIGHT  -          4.298 (meters)       14.10  (feet) COMP
 DM6957  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 DM6957
 DM6957  VERT ORDER      -  FIRST     CLASS II
 DM6957
 DM6957.The horizontal coordinates were scaled from a map and have
 DM6957.an estimated accuracy of +/- 6 seconds.
 DM6957
 DM6957.The orthometric height was determined by differential leveling and
 DM6957.adjusted by the NATIONAL GEODETIC SURVEY
 DM6957.in May 2011.
 DM6957
 DM6957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6957.GEOID18 height accuracy estimate available here.
 DM6957
 DM6957.Click photographs - Photos may exist for this station.
 DM6957
 DM6957.The dynamic height is computed by dividing the NAVD 88
 DM6957.geopotential number by the normal gravity value computed on the
 DM6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6957.degrees latitude (g = 980.6199 gals.).
 DM6957
 DM6957.The modeled gravity was interpolated from observed gravity values.
 DM6957
 DM6957;                    North         East    Units  Estimated Accuracy
 DM6957;SPC NJ       -    99,520.       67,370.      MT  (+/- 180 meters Scaled)
 DM6957
 DM6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ602974(NAD 83)
 DM6957
 DM6957                          SUPERSEDED SURVEY CONTROL
 DM6957
 DM6957.No superseded survey control is available for this station.
 DM6957
 DM6957_MARKER: DD = SURVEY DISK
 DM6957_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6957_SP_SET: RECTANGULAR MANHOLE RIM
 DM6957_STAMPING: 17 L 1 2008
 DM6957_MARK LOGO: NJGS
 DM6957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6957+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6957
 DM6957  HISTORY     - Date     Condition        Report By
 DM6957  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6957
 DM6957                          STATION DESCRIPTION
 DM6957
 DM6957'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6957'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHWEST OF WOODSTOWN,
 DM6957'8.1 MI (13.0 KM) SOUTHWEST OF BRIDGEPORT AND IN THE TOWN OF PENNS
 DM6957'GROVE, NJ.
 DM6957'
 DM6957'THE STATION IS LOCATED IN PENNSGROVE, AT THE SOUTHEAST CORNER OF THE
 DM6957'JUNCTION OF US HIGHWAY 130 (NORTH VIRGINIA AVENUE) AND NJ ROUTE 48
 DM6957'(EAST MAIN STREET).  THE STATION IS SET IN THE RIM OF A RECTANGULAR
 DM6957'CONCRETE MANHOLE JUNCTION BOX FLUSH WITH THE SIDEWALK.
 DM6957'
 DM6957'THE STATION IS 8.0 FT (2.4 M) NORTHEAST OF THE NORTHEAST CURB OF EAST
 DM6957'MAIN STREET, 10.3 FT (3.1 M) EAST-SOUTHEAST OF MILEPOST 0 SIGN, 12.0
 DM6957'FT (3.7 M) SOUTHEAST OF POLE NUMBER S3973, 30.2 FT (9.2 M) SOUTHEAST
 DM6957'OF THE STREET SIGN FOR NORTH VIRGINIA AND EAST MAPLE STREET, 6.1 FT
 DM6957'(1.9 M) SOUTHEAST OF THE SOUTHWEST CORNER OF AN ALUMINUM ELECTRICAL
 DM6957'BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6958 ***********************************************************************
 DM6958  DESIGNATION -  17 M 1
 DM6958  PID         -  DM6958
 DM6958  STATE/COUNTY-  NJ/SALEM
 DM6958  COUNTRY     -  US
 DM6958  USGS QUAD   -  PENNS GROVE (2019)
 DM6958
 DM6958                         *CURRENT SURVEY CONTROL
 DM6958  ______________________________________________________________________
 DM6958* NAD 83(1986) POSITION- 39 43 04.15   (N) 075 28 18.13   (W)   HD_HELD1
 DM6958* NAVD 88 ORTHO HEIGHT -     4.366 (meters)       14.32  (feet) ADJUSTED
 DM6958  ______________________________________________________________________
 DM6958  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 DM6958  DYNAMIC HEIGHT  -          4.364 (meters)       14.32  (feet) COMP
 DM6958  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 DM6958
 DM6958  VERT ORDER      -  FIRST     CLASS II
 DM6958
 DM6958.The horizontal coordinates were determined by differentially corrected
 DM6958.hand held GPS observations or other comparable positioning techniques
 DM6958.and have an estimated accuracy of +/- 3 meters.
 DM6958
 DM6958.The orthometric height was determined by differential leveling and
 DM6958.adjusted by the NATIONAL GEODETIC SURVEY
 DM6958.in May 2011.
 DM6958
 DM6958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6958.GEOID18 height accuracy estimate available here.
 DM6958
 DM6958.Click photographs - Photos may exist for this station.
 DM6958
 DM6958.The dynamic height is computed by dividing the NAVD 88
 DM6958.geopotential number by the normal gravity value computed on the
 DM6958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6958.degrees latitude (g = 980.6199 gals.).
 DM6958
 DM6958.The modeled gravity was interpolated from observed gravity values.
 DM6958
 DM6958;                    North         East    Units  Estimated Accuracy
 DM6958;SPC NJ       -    98,637.9      66,689.6     MT  (+/- 3 meters HH1 GPS) 
 DM6958
 DM6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5957096545(NAD 83)
 DM6958
 DM6958                          SUPERSEDED SURVEY CONTROL
 DM6958
 DM6958.No superseded survey control is available for this station.
 DM6958
 DM6958_MARKER: DD = SURVEY DISK
 DM6958_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6958_SP_SET: WATER TABLE
 DM6958_STAMPING: 17 M 1 2008
 DM6958_MARK LOGO: NJGS
 DM6958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6958+STABILITY: SURFACE MOTION
 DM6958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6958+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6958
 DM6958  HISTORY     - Date     Condition        Report By
 DM6958  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6958
 DM6958                          STATION DESCRIPTION
 DM6958
 DM6958'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6958'THE STATION IS LOCATED IN PENNSGROVE, SET IN A DRILL HOLE IN THE
 DM6958'NORTHEAST CORNER OF THE SOUTHERLY OF TWO GRATED WATER TABLES RIMS ON
 DM6958'THE NORTHEAST SIDE AT THE FRONT ENTRANCE TO THE YMCA BUILDING ON THE
 DM6958'SOUTHWEST CORNER OF THE JUNCTION OF US HIGHWAY 130 AND EAST MAPLE
 DM6958'AVENUE AT THE JUNCTION OF US HIGHWAY 130 AND EAST MAPLE AVENUE.  THE
 DM6958'BUILDING (BRICK) IS LOCATED ON TOP OF A HILL.
 DM6958'
 DM6958'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 AND STATE
 DM6958'ROUTE 48 (MAIN STREET) IN PENNSGROVE, GO 0.7 MI (1.1 KM) SOUTH ON US
 DM6958'130 TO THE STATION ON THE RIGHT.
 DM6958'
 DM6958'THE STATION IS 39.2 FT (11.9 M) SOUTH OF THE NORTHEAST CORNER OF THE
 DM6958'BUILDING, 53.1 FT (16.2 M) NORTH OF THE CENTERLINE OF THE FRONT
 DM6958'ENTRANCE SIDEWALK, 19.5 FT (5.9 M) NORTH OF THE CORNERSTONE OF THE
 DM6958'BUILDING, 31.0 FT (9.4 M) WEST OF THE WEST EDGE OF THE SIDEWALK, 93.0
 DM6958'FT (28.3 M) NORTHWEST OF THE FLAG POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6959 ***********************************************************************
 DM6959  DESIGNATION -  17 N 1
 DM6959  PID         -  DM6959
 DM6959  STATE/COUNTY-  NJ/SALEM
 DM6959  COUNTRY     -  US
 DM6959  USGS QUAD   -  PENNS GROVE (2019)
 DM6959
 DM6959                         *CURRENT SURVEY CONTROL
 DM6959  ______________________________________________________________________
 DM6959* NAD 83(1986) POSITION- 39 42 49.     (N) 075 28 14.     (W)   SCALED
 DM6959* NAVD 88 ORTHO HEIGHT -     3.704 (meters)       12.15  (feet) ADJUSTED
 DM6959  ______________________________________________________________________
 DM6959  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 DM6959  DYNAMIC HEIGHT  -          3.702 (meters)       12.15  (feet) COMP
 DM6959  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 DM6959
 DM6959  VERT ORDER      -  FIRST     CLASS II
 DM6959
 DM6959.The horizontal coordinates were scaled from a map and have
 DM6959.an estimated accuracy of +/- 6 seconds.
 DM6959
 DM6959.The orthometric height was determined by differential leveling and
 DM6959.adjusted by the NATIONAL GEODETIC SURVEY
 DM6959.in May 2011.
 DM6959
 DM6959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6959.GEOID18 height accuracy estimate available here.
 DM6959
 DM6959.Click photographs - Photos may exist for this station.
 DM6959
 DM6959.The dynamic height is computed by dividing the NAVD 88
 DM6959.geopotential number by the normal gravity value computed on the
 DM6959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6959.degrees latitude (g = 980.6199 gals.).
 DM6959
 DM6959.The modeled gravity was interpolated from observed gravity values.
 DM6959
 DM6959;                    North         East    Units  Estimated Accuracy
 DM6959;SPC NJ       -    98,170.       66,780.      MT  (+/- 180 meters Scaled)
 DM6959
 DM6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ596960(NAD 83)
 DM6959
 DM6959                          SUPERSEDED SURVEY CONTROL
 DM6959
 DM6959.No superseded survey control is available for this station.
 DM6959
 DM6959_MARKER: DD = SURVEY DISK
 DM6959_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6959_SP_SET: MANHOLE RIM
 DM6959_STAMPING: 17 N 1 2008
 DM6959_MARK LOGO: NJGS
 DM6959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6959+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6959
 DM6959  HISTORY     - Date     Condition        Report By
 DM6959  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6959
 DM6959                          STATION DESCRIPTION
 DM6959
 DM6959'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6959'THE STATION IS LOCATED IN CARNEYS POINT, AT THE NORTHEAST CORNER OF
 DM6959'THE JUNCTION OF US HIGHWAY 130 AND GEORGETOWN ROAD.
 DM6959'
 DM6959'TO REACH THE STATION FROM THE JUNCTION OF SLAPES CORNER ROAD (STATE
 DM6959'ROUTE 140) AND US HIGHWAY 130, GO 2.0 MI (3.2 KM) NORTH ON ROUTE 130
 DM6959'TO THE STATION ON THE RIGHT.
 DM6959'
 DM6959'THE STATION IS ON THE NORTHEAST CORNER OF THE JUNCTION, 0.3 M (1.0 FT)
 DM6959'NORTH OF THE NORTH CURB OF GEORGETOWN ROAD, 8.0 M (26.2 FT) EAST OF
 DM6959'THE EAST CURBLINE OF ROUTE 130 EXTENDED, 1.6 M (5.2 FT) WEST OF POLE
 DM6959'NUMBER BT113IUK, 61.3 FT (18.7 M) SOUTHWEST OF POLE NUMBER S205, 32.2
 DM6959'FT (9.8 M) SOUTHEAST OF A TRAFFIC SIGNAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6960 ***********************************************************************
 DM6960  DESIGNATION -  17 P 1
 DM6960  PID         -  DM6960
 DM6960  STATE/COUNTY-  NJ/SALEM
 DM6960  COUNTRY     -  US
 DM6960  USGS QUAD   -  PENNS GROVE (2019)
 DM6960
 DM6960                         *CURRENT SURVEY CONTROL
 DM6960  ______________________________________________________________________
 DM6960* NAD 83(1986) POSITION- 39 42 23.81   (N) 075 28 12.50   (W)   HD_HELD1
 DM6960* NAVD 88 ORTHO HEIGHT -     1.746 (meters)        5.73  (feet) ADJUSTED
 DM6960  ______________________________________________________________________
 DM6960  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 DM6960  DYNAMIC HEIGHT  -          1.745 (meters)        5.73  (feet) COMP
 DM6960  MODELED GRAVITY -    980,158.2   (mgal)                       NAVD 88
 DM6960
 DM6960  VERT ORDER      -  FIRST     CLASS II
 DM6960
 DM6960.The horizontal coordinates were determined by differentially corrected
 DM6960.hand held GPS observations or other comparable positioning techniques
 DM6960.and have an estimated accuracy of +/- 3 meters.
 DM6960
 DM6960.The orthometric height was determined by differential leveling and
 DM6960.adjusted by the NATIONAL GEODETIC SURVEY
 DM6960.in May 2011.
 DM6960
 DM6960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6960.GEOID18 height accuracy estimate available here.
 DM6960
 DM6960.Click photographs - Photos may exist for this station.
 DM6960
 DM6960.The dynamic height is computed by dividing the NAVD 88
 DM6960.geopotential number by the normal gravity value computed on the
 DM6960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6960.degrees latitude (g = 980.6199 gals.).
 DM6960
 DM6960.The modeled gravity was interpolated from observed gravity values.
 DM6960
 DM6960;                    North         East    Units  Estimated Accuracy
 DM6960;SPC NJ       -    97,392.4      66,810.2     MT  (+/- 3 meters HH1 GPS) 
 DM6960
 DM6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5969795300(NAD 83)
 DM6960
 DM6960                          SUPERSEDED SURVEY CONTROL
 DM6960
 DM6960.No superseded survey control is available for this station.
 DM6960
 DM6960_MARKER: DD = SURVEY DISK
 DM6960_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6960_SP_SET: CURB
 DM6960_STAMPING: 17 P 1 2008
 DM6960_MARK LOGO: NJGS
 DM6960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6960+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 DM6960
 DM6960  HISTORY     - Date     Condition        Report By
 DM6960  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6960  HISTORY     - 20160524 GOOD             AAAS
 DM6960
 DM6960                          STATION DESCRIPTION
 DM6960
 DM6960'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6960'THE STATION IS LOCATED IN CARNEYS POINT, AT THE REVERSE Y JUNCTION OF
 DM6960'US HIGHWAY 130 NORTHBOUND LANES AND SOUTHBOUND LANES OF HOLLYWOOD
 DM6960'AVENUE (COUNTY ROAD 618).
 DM6960'
 DM6960'TO REACH THE STATION FROM FROM THE JUNCTION OF SLAPES CORNER
 DM6960'ROAD/HAWKS BRIDGE ROAD (STATE ROUTE 140) AND US HIGHWAY 130, GO 1.6 MI
 DM6960'(2.6 KM) NORTH ON ROUTE 130 TO THE STATION ON THE RIGHT.
 DM6960'
 DM6960'THE STATION IS 3.3 M (10.8 FT) NORTH OF POLE NUMBER S14581 AT THE
 DM6960'JUNCTION, 18.8 M (61.7 FT) NORTH OF A SIGN (SALEM COUNTY ROAD
 DM6960'618/HOLLYWOOD AVENUE), 13.5 M (44.3 FT) NORTHWEST OF POLE NUMBER 14587
 DM6960'ON THE EAST SIDE OF HOLLYWOOD AVENUE, 28.0 FT (8.5 M) NORTH OF A
 DM6960'(SALEM COMMUNITY COLLEGE) SIGN.
 DM6960
 DM6960                          STATION RECOVERY (2016)
 DM6960
 DM6960'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 DM6960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6962 ***********************************************************************
 DM6962  DESIGNATION -  17 Q 1
 DM6962  PID         -  DM6962
 DM6962  STATE/COUNTY-  NJ/SALEM
 DM6962  COUNTRY     -  US
 DM6962  USGS QUAD   -  PENNS GROVE (2019)
 DM6962
 DM6962                         *CURRENT SURVEY CONTROL
 DM6962  ______________________________________________________________________
 DM6962* NAD 83(1986) POSITION- 39 41 47.74   (N) 075 28 46.96   (W)   HD_HELD1
 DM6962* NAVD 88 ORTHO HEIGHT -     1.396 (meters)        4.58  (feet) ADJUSTED
 DM6962  ______________________________________________________________________
 DM6962  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 DM6962  DYNAMIC HEIGHT  -          1.396 (meters)        4.58  (feet) COMP
 DM6962  MODELED GRAVITY -    980,157.6   (mgal)                       NAVD 88
 DM6962
 DM6962  VERT ORDER      -  FIRST     CLASS II
 DM6962
 DM6962.The horizontal coordinates were determined by differentially corrected
 DM6962.hand held GPS observations or other comparable positioning techniques
 DM6962.and have an estimated accuracy of +/- 3 meters.
 DM6962
 DM6962.The orthometric height was determined by differential leveling and
 DM6962.adjusted by the NATIONAL GEODETIC SURVEY
 DM6962.in May 2011.
 DM6962
 DM6962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6962.GEOID18 height accuracy estimate available here.
 DM6962
 DM6962.Click photographs - Photos may exist for this station.
 DM6962
 DM6962.The dynamic height is computed by dividing the NAVD 88
 DM6962.geopotential number by the normal gravity value computed on the
 DM6962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6962.degrees latitude (g = 980.6199 gals.).
 DM6962
 DM6962.The modeled gravity was interpolated from observed gravity values.
 DM6962
 DM6962;                    North         East    Units  Estimated Accuracy
 DM6962;SPC NJ       -    96,289.0      65,977.2     MT  (+/- 3 meters HH1 GPS) 
 DM6962
 DM6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5887194193(NAD 83)
 DM6962
 DM6962                          SUPERSEDED SURVEY CONTROL
 DM6962
 DM6962.No superseded survey control is available for this station.
 DM6962
 DM6962_MARKER: DD = SURVEY DISK
 DM6962_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM6962+WITH SETTING: PAVEMENT
 DM6962_SP_SET: FLAG POLE BASE
 DM6962_STAMPING: 17 Q 1 2008
 DM6962_MARK LOGO: NJGS
 DM6962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6962+STABILITY: SURFACE MOTION
 DM6962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6962+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 DM6962
 DM6962  HISTORY     - Date     Condition        Report By
 DM6962  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6962  HISTORY     - 20160524 GOOD             AAAS
 DM6962
 DM6962                          STATION DESCRIPTION
 DM6962
 DM6962'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6962'THE STATION IS LOCATED IN CARNEYS POINT, SET IN THE LARGE CIRCULAR
 DM6962'FLAG POLE BASE IN FRONT OF AN ABANDONED FACILITY (A.  CLEMENTE) ON THE
 DM6962'SOUTHEAST SIDE OF US HIGHWAY 130.
 DM6962'
 DM6962'TO REACH THE STATION FROM FROM THE JUNCTION OF SLAPES CORNER
 DM6962'ROAD/HAWKS BRIDGE ROAD (STATE ROUTE 140) AND US HIGHWAY 130, GO 0.8 MI
 DM6962'(1.3 KM) NORTH ON ROUTE 130 TO THE STATION ON THE RIGHT.
 DM6962'
 DM6962'THE STATION IS 13.6 M (44.6 FT) SOUTHEAST OF POLE NUMBER S14542, 34.1
 DM6962'M (111.9 FT) EAST OF POLE NUMBER S14541, 18.0 M (59.1 FT) WEST OF THE
 DM6962'NORTH CORNER OF THE MOST NORTHERN OF THREE BRICK BUILDINGS, 16.6 M
 DM6962'(54.5 FT) NORTH FROM WEST CORNER OF THE SAME BUILDING.
 DM6962
 DM6962                          STATION RECOVERY (2016)
 DM6962
 DM6962'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 DM6962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6961 ***********************************************************************
 DM6961  DESIGNATION -  17 R 1
 DM6961  PID         -  DM6961
 DM6961  STATE/COUNTY-  NJ/SALEM
 DM6961  COUNTRY     -  US
 DM6961  USGS QUAD   -  PENNS GROVE (2019)
 DM6961
 DM6961                         *CURRENT SURVEY CONTROL
 DM6961  ______________________________________________________________________
 DM6961* NAD 83(1986) POSITION- 39 41 55.     (N) 075 28 40.     (W)   SCALED
 DM6961* NAVD 88 ORTHO HEIGHT -     1.395 (meters)        4.58  (feet) ADJUSTED
 DM6961  ______________________________________________________________________
 DM6961  GEOID HEIGHT    -        -33.125 (meters)                     GEOID18
 DM6961  DYNAMIC HEIGHT  -          1.394 (meters)        4.57  (feet) COMP
 DM6961  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 DM6961
 DM6961  VERT ORDER      -  FIRST     CLASS II
 DM6961
 DM6961.The horizontal coordinates were scaled from a map and have
 DM6961.an estimated accuracy of +/- 6 seconds.
 DM6961
 DM6961.The orthometric height was determined by differential leveling and
 DM6961.adjusted by the NATIONAL GEODETIC SURVEY
 DM6961.in May 2011.
 DM6961
 DM6961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6961.GEOID18 height accuracy estimate available here.
 DM6961
 DM6961.Click photographs - Photos may exist for this station.
 DM6961
 DM6961.The dynamic height is computed by dividing the NAVD 88
 DM6961.geopotential number by the normal gravity value computed on the
 DM6961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6961.degrees latitude (g = 980.6199 gals.).
 DM6961
 DM6961.The modeled gravity was interpolated from observed gravity values.
 DM6961
 DM6961;                    North         East    Units  Estimated Accuracy
 DM6961;SPC NJ       -    96,510.       66,150.      MT  (+/- 180 meters Scaled)
 DM6961
 DM6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590944(NAD 83)
 DM6961
 DM6961                          SUPERSEDED SURVEY CONTROL
 DM6961
 DM6961.No superseded survey control is available for this station.
 DM6961
 DM6961_MARKER: DD = SURVEY DISK
 DM6961_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6961_SP_SET: HEADWALL
 DM6961_STAMPING: 17 R 1 2008
 DM6961_MARK LOGO: NJGS
 DM6961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6961+STABILITY: SURFACE MOTION
 DM6961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6961+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6961
 DM6961  HISTORY     - Date     Condition        Report By
 DM6961  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6961
 DM6961                          STATION DESCRIPTION
 DM6961
 DM6961'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6961'THE STATION IS LOCATED IN CARNEYS POINT, SET IN A DRILL HOLE IN THE
 DM6961'EAST SIDE OF A PIPE HEADWALL CROSSING UNDER A DRIVEWAY LEADING TO
 DM6961'HOUSE NUMBER 427 ON THE SOUTHEAST SIDE OF US HIGHWAY 130.
 DM6961'
 DM6961'TO REACH THE STATION FROM FROM THE JUNCTION OF SLAPES CORNER
 DM6961'ROAD/HAWKS BRIDGE ROAD (STATE ROUTE 140) AND US HIGHWAY 130, GO 0.95
 DM6961'MI (1.5 KM) NORTH ON ROUTE 130 TO THE STATION ON THE RIGHT.
 DM6961'
 DM6961'IT IS ALSO 0.15 MI (0.2 KM) SOUTHWEST OF SPRINGFIELD AVENUE.
 DM6961'
 DM6961'THE STATION IS 34.0 FT (10.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DM6961'ROUTE 130, 7.2 FT (2.2 M) SOUTH-SOUTHEAST OF THE NORTHWEST END OF THE
 DM6961'HEADWALL, 32.1 FT (9.8 M) EAST OF THE CENTERLINE OF THE DRIVEWAY, 36.0
 DM6961'FT (11.0 M) WEST OF POLE NUMBER S23068, 133.4 FT (40.7 M) EAST OF POLE
 DM6961'NUMBER S23067, 169.0 FT (51.5 M) EAST OF MILEPOST 1.5 SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6964 ***********************************************************************
 DM6964  DESIGNATION -  17 S 1
 DM6964  PID         -  DM6964
 DM6964  STATE/COUNTY-  NJ/SALEM
 DM6964  COUNTRY     -  US
 DM6964  USGS QUAD   -  PENNS GROVE (2019)
 DM6964
 DM6964                         *CURRENT SURVEY CONTROL
 DM6964  ______________________________________________________________________
 DM6964* NAD 83(1986) POSITION- 39 40 55.33   (N) 075 29 29.76   (W)   HD_HELD1
 DM6964* NAVD 88 ORTHO HEIGHT -     3.592 (meters)       11.78  (feet) ADJUSTED
 DM6964  ______________________________________________________________________
 DM6964  GEOID HEIGHT    -        -33.155 (meters)                     GEOID18
 DM6964  DYNAMIC HEIGHT  -          3.590 (meters)       11.78  (feet) COMP
 DM6964  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 DM6964
 DM6964  VERT ORDER      -  FIRST     CLASS II
 DM6964
 DM6964.The horizontal coordinates were determined by differentially corrected
 DM6964.hand held GPS observations or other comparable positioning techniques
 DM6964.and have an estimated accuracy of +/- 3 meters.
 DM6964
 DM6964.The orthometric height was determined by differential leveling and
 DM6964.adjusted by the NATIONAL GEODETIC SURVEY
 DM6964.in May 2011.
 DM6964
 DM6964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6964.GEOID18 height accuracy estimate available here.
 DM6964
 DM6964.Click photographs - Photos may exist for this station.
 DM6964
 DM6964.The dynamic height is computed by dividing the NAVD 88
 DM6964.geopotential number by the normal gravity value computed on the
 DM6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6964.degrees latitude (g = 980.6199 gals.).
 DM6964
 DM6964.The modeled gravity was interpolated from observed gravity values.
 DM6964
 DM6964;                    North         East    Units  Estimated Accuracy
 DM6964;SPC NJ       -    94,683.9      64,939.7     MT  (+/- 3 meters HH1 GPS) 
 DM6964
 DM6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5784392582(NAD 83)
 DM6964
 DM6964                          SUPERSEDED SURVEY CONTROL
 DM6964
 DM6964.No superseded survey control is available for this station.
 DM6964
 DM6964_MARKER: DD = SURVEY DISK
 DM6964_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6964_SP_SET: BRIDGE ABUTBMENT
 DM6964_STAMPING: 17 S 1 2008
 DM6964_MARK LOGO: NJGS
 DM6964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6964+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2017
 DM6964
 DM6964  HISTORY     - Date     Condition        Report By
 DM6964  HISTORY     - 20080307 MONUMENTED       NJGS
 DM6964  HISTORY     - 20140825 GOOD             INDIV
 DM6964  HISTORY     - 20170113 GOOD             PBCONS
 DM6964
 DM6964                          STATION DESCRIPTION
 DM6964
 DM6964'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6964'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST-NORTHWEST OF
 DM6964'WOODSTOWN, 7.7 MI (12.4 KM) NORTH OF SALEM AND 3.5 MI (5.6 KM)
 DM6964'SOUTH-SOUTHWEST OF PENNS GROVE.
 DM6964'
 DM6964'THE STATION IS LOCATED IN THE BOROUGH OF PENNSVILLE, SET IN A DRILL
 DM6964'HOLE IN THE NORTHWEST END OF THE NORTH ABUTMENT OF THE US HIGHWAY
 DM6964'BRIDGE SPANNING THE SALEM CANAL (STRUCTURE NUMBER 171-150, MILEPOST
 DM6964'0.11).
 DM6964'
 DM6964'THE STATION IS 23.0 M (75.5 FT) SOUTHWEST OF CANAL STREET, 1.3 M (4.3
 DM6964'FT) NORTHWEST OF A SIGN (NO STOPPING AND STANDING) WITH A WITNESS SIGN
 DM6964'ATTACHED, 12.5 M (41.0 FT) NORTHEAST OF THE CENTERLINE OF THE BRIDGE,
 DM6964'2.5 M (8.2 FT) NORTHWEST OF THE NORTH CURB OF US HIGHWAY 130.  0.5 M
 DM6964'(1.6 FT) NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BALUSTRADE.
 DM6964
 DM6964                          STATION RECOVERY (2014)
 DM6964
 DM6964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (KML)
 DM6964'RECOVERED IN GOOD CONDITION.
 DM6964
 DM6964                          STATION RECOVERY (2017)
 DM6964
 DM6964'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DM6964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6965 ***********************************************************************
 DM6965  DESIGNATION -  17 T 1
 DM6965  PID         -  DM6965
 DM6965  STATE/COUNTY-  NJ/SALEM
 DM6965  COUNTRY     -  US
 DM6965  USGS QUAD   -  PENNS GROVE (2019)
 DM6965
 DM6965                         *CURRENT SURVEY CONTROL
 DM6965  ______________________________________________________________________
 DM6965* NAD 83(1986) POSITION- 39 42 39.     (N) 075 28 13.     (W)   SCALED
 DM6965* NAVD 88 ORTHO HEIGHT -     2.666 (meters)        8.75  (feet) ADJUSTED
 DM6965  ______________________________________________________________________
 DM6965  GEOID HEIGHT    -        -33.101 (meters)                     GEOID18
 DM6965  DYNAMIC HEIGHT  -          2.665 (meters)        8.74  (feet) COMP
 DM6965  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 DM6965
 DM6965  VERT ORDER      -  FIRST     CLASS II
 DM6965
 DM6965.The horizontal coordinates were scaled from a map and have
 DM6965.an estimated accuracy of +/- 6 seconds.
 DM6965
 DM6965.The orthometric height was determined by differential leveling and
 DM6965.adjusted by the NATIONAL GEODETIC SURVEY
 DM6965.in May 2011.
 DM6965
 DM6965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6965.GEOID18 height accuracy estimate available here.
 DM6965
 DM6965.Click photographs - Photos may exist for this station.
 DM6965
 DM6965.The dynamic height is computed by dividing the NAVD 88
 DM6965.geopotential number by the normal gravity value computed on the
 DM6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6965.degrees latitude (g = 980.6199 gals.).
 DM6965
 DM6965.The modeled gravity was interpolated from observed gravity values.
 DM6965
 DM6965;                    North         East    Units  Estimated Accuracy
 DM6965;SPC NJ       -    97,860.       66,800.      MT  (+/- 180 meters Scaled)
 DM6965
 DM6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ596957(NAD 83)
 DM6965
 DM6965                          SUPERSEDED SURVEY CONTROL
 DM6965
 DM6965.No superseded survey control is available for this station.
 DM6965
 DM6965_MARKER: DD = SURVEY DISK
 DM6965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6965_STAMPING: 17 T 1 2008
 DM6965_MARK LOGO: NJGS
 DM6965_PROJECTION: FLUSH
 DM6965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6965+STABILITY: SURFACE MOTION
 DM6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6965+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2008
 DM6965
 DM6965  HISTORY     - Date     Condition        Report By
 DM6965  HISTORY     - UNK      MONUMENTED       NJDT
 DM6965  HISTORY     - 20080409 GOOD             NJGS
 DM6965
 DM6965                          STATION DESCRIPTION
 DM6965
 DM6965'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6965'THE STATION IS LOCATED IN CARNEYS POINT, ON THE EAST SIDE OF US
 DM6965'HIGHWAY 130, 13.5 M (44.3 FT) NORTH OF THE NORTH CURBLINE EXTENDED OF
 DM6965'MARKET STREET, 28.9 M (94.8 FT) SOUTH OF THE SOUTH CURBLINE OF CENTER
 DM6965'STREET.  THE STATION IS A MONUMENT FLUSH WITH THE SIDEWALK.
 DM6965'
 DM6965'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 48 AND US
 DM6965'HIGHWAY 130 IN PENNS GROVE GO 1.15 MI (1.9 KM) SOUTH-SOUTHWEST ON US
 DM6965'HIGHWAY 130 TO THE STATION ON THE LEFT.
 DM6965'
 DM6965'THE STATION IS 1.0 M (3.3 FT) EAST OF THE EAST CURB OF US HIGHWAY 130,
 DM6965'10.0 M (32.8 FT) SOUTH OF POLE NUMBER S14685, 6.4 M (21.0 FT) NORTH OF
 DM6965'POLE NUMBER S4170 (MILEPOST 2.5).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0814 ***********************************************************************
 KV0814  DESIGNATION -  17.24 NJGS
 KV0814  PID         -  KV0814
 KV0814  STATE/COUNTY-  NJ/MONMOUTH
 KV0814  COUNTRY     -  US
 KV0814  USGS QUAD   -  ASBURY PARK (2019)
 KV0814
 KV0814                         *CURRENT SURVEY CONTROL
 KV0814  ______________________________________________________________________
 KV0814* NAD 83(1986) POSITION- 40 10 49.     (N) 074 01 37.     (W)   SCALED
 KV0814* NAVD 88 ORTHO HEIGHT -     4.766 (meters)       15.64  (feet) POSTED
 KV0814  ______________________________________________________________________
 KV0814  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 KV0814  DYNAMIC HEIGHT  -          4.76  (meters)       15.6   (feet) COMP
 KV0814  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 KV0814
 KV0814  VERT ORDER      -  * POSTED, SEE BELOW
 KV0814
 KV0814.The horizontal coordinates were scaled from a 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
 KV0814.* This is a POSTED BENCH MARK height.
 KV0814
 KV0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0814.GEOID18 height accuracy estimate available here.
 KV0814
 KV0814.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK828482(NAD 83)
 KV0814
 KV0814                          SUPERSEDED SURVEY CONTROL
 KV0814
 KV0814  NGVD 29 (11/26/84)    5.192  (m)           17.03   (f) ADJUSTED    1 2
 KV0814
 KV0814.Superseded values are not recommended for survey control.
 KV0814
 KV0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0814.See file dsdata.pdf to determine how the superseded data were derived.
 KV0814
 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 = JULY 24, 2026 22:12:30 EDT
 JU0681 ***********************************************************************
 JU0681  DESIGNATION -  17.46 NJGS
 JU0681  PID         -  JU0681
 JU0681  STATE/COUNTY-  NJ/CAMDEN
 JU0681  COUNTRY     -  US
 JU0681  USGS QUAD   -  CAMDEN (2019)
 JU0681
 JU0681                         *CURRENT SURVEY CONTROL
 JU0681  ______________________________________________________________________
 JU0681* NAD 83(1986) POSITION- 39 53 43.     (N) 075 07 09.     (W)   SCALED
 JU0681* NAVD 88 ORTHO HEIGHT -     5.068 (meters)       16.63  (feet) POSTED
 JU0681  ______________________________________________________________________
 JU0681  GEOID HEIGHT    -        -32.871 (meters)                     GEOID18
 JU0681  DYNAMIC HEIGHT  -          5.07  (meters)       16.6   (feet) COMP
 JU0681  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 JU0681
 JU0681  VERT ORDER      -  * POSTED, SEE BELOW
 JU0681
 JU0681.The horizontal coordinates were scaled from a 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
 JU0681.* This is a POSTED BENCH MARK height.
 JU0681
 JU0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0681.GEOID18 height accuracy estimate available here.
 JU0681
 JU0681.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK898161(NAD 83)
 JU0681
 JU0681                          SUPERSEDED SURVEY CONTROL
 JU0681
 JU0681  NGVD 29 (11/26/84)    5.435  (m)           17.83   (f) ADJUSTED    1 2
 JU0681
 JU0681.Superseded values are not recommended for survey control.
 JU0681
 JU0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0681.See file dsdata.pdf to determine how the superseded data were derived.
 JU0681
 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  HISTORY     - 20070516 MARK NOT FOUND   UE
 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.
 JU0681
 JU0681                          STATION RECOVERY (2007)
 JU0681
 JU0681'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0681'THE DOOR FRAME HAD BEEN RECONSTRUCTED. THE SILL IS GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2135 ***********************************************************************
 JU2135  DESIGNATION -  17.47 PRR RESET 1934
 JU2135  PID         -  JU2135
 JU2135  STATE/COUNTY-  NJ/CAPE MAY
 JU2135  COUNTRY     -  US
 JU2135  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2135
 JU2135                         *CURRENT SURVEY CONTROL
 JU2135  ______________________________________________________________________
 JU2135* NAD 83(1986) POSITION- 39 10 48.     (N) 074 43 44.     (W)   SCALED
 JU2135* NAVD 88 ORTHO HEIGHT -     5.142 (meters)       16.87  (feet) ADJUSTED
 JU2135  ______________________________________________________________________
 JU2135  GEOID HEIGHT    -        -34.888 (meters)                     GEOID18
 JU2135  DYNAMIC HEIGHT  -          5.139 (meters)       16.86  (feet) COMP
 JU2135  MODELED GRAVITY -    980,080.6   (mgal)                       NAVD 88
 JU2135
 JU2135  VERT ORDER      -  FIRST     CLASS II
 JU2135
 JU2135.The horizontal coordinates were scaled from a map and have
 JU2135.an estimated accuracy of +/- 6 seconds.
 JU2135
 JU2135.The orthometric height was determined by differential leveling and
 JU2135.adjusted by the NATIONAL GEODETIC SURVEY
 JU2135.in June 1991.
 JU2135
 JU2135.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2135.GEOID18 height accuracy estimate available here.
 JU2135
 JU2135.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ234367(NAD 83)
 JU2135
 JU2135                          SUPERSEDED SURVEY CONTROL
 JU2135
 JU2135  NGVD 29 (04/16/92)    5.528  (m)           18.14   (f) ADJUSTED    1 2
 JU2135  NGVD 29 (??/??/87)    5.528  (m)           18.14   (f) SUPERSEDED  1 2
 JU2135
 JU2135.Superseded values are not recommended for survey control.
 JU2135
 JU2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2135.See file dsdata.pdf to determine how the superseded data were derived.
 JU2135
 JU2135_MARKER: DD = SURVEY DISK
 JU2135_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV6587 ***********************************************************************
 KV6587  DESIGNATION -  171
 KV6587  PID         -  KV6587
 KV6587  STATE/COUNTY-  NJ/SOMERSET
 KV6587  COUNTRY     -  US
 KV6587  USGS QUAD   -  ROCKY HILL (2019)
 KV6587
 KV6587                         *CURRENT SURVEY CONTROL
 KV6587  ______________________________________________________________________
 KV6587* NAD 83(2011) POSITION- 40 23 39.56530(N) 074 38 47.54305(W)   ADJUSTED
 KV6587* NAD 83(2011) ELLIP HT-    -2.274 (meters)        (06/27/12)   ADJUSTED
 KV6587* NAD 83(2011) EPOCH   -  2010.00
 KV6587* NAVD 88 ORTHO HEIGHT -    31.032 (meters)      101.81  (feet) ADJUSTED
 KV6587  ______________________________________________________________________
 KV6587  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 KV6587  NAD 83(2011) X  -  1,287,973.627 (meters)                     COMP
 KV6587  NAD 83(2011) Y  - -4,690,837.920 (meters)                     COMP
 KV6587  NAD 83(2011) Z  -  4,111,428.303 (meters)                     COMP
 KV6587  LAPLACE CORR    -          4.92  (seconds)                    DEFLEC18
 KV6587  DYNAMIC HEIGHT  -         31.018 (meters)      101.76  (feet) COMP
 KV6587  MODELED GRAVITY -    980,167.1   (mgal)                       NAVD 88
 KV6587
 KV6587  VERT ORDER      -  FIRST     CLASS II
 KV6587
 KV6587  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6587  Standards:
 KV6587         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6587            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6587  -------------------------------------------------------------------
 KV6587  NETWORK    1.25   2.29           0.58   0.41   1.17      0.04835471
 KV6587  -------------------------------------------------------------------
 KV6587  Click here for local accuracies and other accuracy information.
 KV6587
 KV6587.The horizontal coordinates were established by GPS observations
 KV6587.and adjusted by the National Geodetic Survey in June 2012.
 KV6587
 KV6587.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6587.been affixed to the stable North American tectonic plate. See 
 KV6587.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6587
 KV6587.The horizontal coordinates are valid at the epoch date displayed above
 KV6587.which is a decimal equivalence of Year/Month/Day.
 KV6587
 KV6587.The orthometric height was determined by differential leveling and
 KV6587.adjusted by the NATIONAL GEODETIC SURVEY
 KV6587.in September 1996.
 KV6587
 KV6587.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6587.GEOID18 height accuracy estimate available here.
 KV6587
 KV6587.Click photographs - Photos may exist for this station.
 KV6587
 KV6587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6587
 KV6587.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6587
 KV6587.The ellipsoidal height was determined by GPS observations
 KV6587.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6587
 KV6587;                    North         East     Units Scale Factor Converg.
 KV6587;SPC NJ       -   173,305.421   137,559.926   MT  0.99990190   -0 05 41.9
 KV6587;SPC NJ       -   568,586.20    451,311.19   sFT  0.99990190   -0 05 41.9
 KV6587;UTM  18      - 4,471,584.748   529,997.027   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2999771584(NAD 83)
 KV6587
 KV6587|---------------------------------------------------------------------|
 KV6587| PID    Reference Object                     Distance      Geod. Az  |
 KV6587|                                                           dddmmss.s |
 KV6587| KV6588 172                                 378.916 METERS 23634     |
 KV6587|---------------------------------------------------------------------|
 KV6587
 KV6587                          SUPERSEDED SURVEY CONTROL
 KV6587
 KV6587  NAD 83(2007)-  40 23 39.56530(N)    074 38 47.54404(W) AD(2002.00) 0
 KV6587  ELLIP H (02/10/07)   -2.322  (m)                       GP(2002.00)    
 KV6587  ELLIP H (10/23/02)   -2.288  (m)                       GP(       ) 4 1
 KV6587  NAD 83(1996)-  40 23 39.56577(N)    074 38 47.54408(W) AD(       ) 1
 KV6587  ELLIP H (05/14/99)   -2.270  (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  NAVD 88              31.03   (m)          101.8    (f) LEVELING    3  
 KV6587  NAVD 88 (12/17/93)   31.0    (m)  GEOID93  model used  GPS OBS        
 KV6587  NGVD 29 (10/04/91)   31.3    (m)  UNKNOWN  model used  GPS OBS        
 KV6587
 KV6587.Superseded values are not recommended for survey control.
 KV6587
 KV6587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6587.See file dsdata.pdf to determine how the superseded data were derived.
 KV6587
 KV6587_MARKER: DD = SURVEY DISK
 KV6587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6587_STAMPING: 171
 KV6587_MARK LOGO: NJ-035
 KV6587_PROJECTION: FLUSH
 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 - February 18, 2015
 KV6587
 KV6587  HISTORY     - Date     Condition        Report By
 KV6587  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6587  HISTORY     - 19930420 GOOD             NJGS
 KV6587  HISTORY     - 19950525 GOOD             NJGS
 KV6587  HISTORY     - 20060327 GOOD             B2A
 KV6587  HISTORY     - 20070925 GOOD             GEOCAC
 KV6587  HISTORY     - 20150218 GOOD             JMT
 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.
 KV6587
 KV6587                          STATION RECOVERY (2006)
 KV6587
 KV6587'RECOVERY NOTE BY B2A CONSULTANTS 2006 (ARD)
 KV6587'DESCRIBED BY SOMERSET COUNTY 2005.  THE STATION IS LOCATED IN
 KV6587'MONTGOMERY TOWNSHIP, ON THE NORTH SIDE OF PRINCETON AVENUE.
 KV6587'
 KV6587'TO REACH THE STATION FROM ROUTE 206 AND CR-518, TRAVEL SOUTH 0.9 MI
 KV6587'(1.4 KM) ALONG ROUTE 206.  TURN LEFT ONTO PRINCETON AVENUE AND TRAVEL
 KV6587'0.6 MILES.  THE STATION IS LOCATED 23.98 M (78.7 FT) NORTHEAST OF FIRE
 KV6587'HYDRANT NUMBER 97, 3.90 M (12.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 KV6587'OF A SIGN LABELED KINGSWAY COMMONS, 16.23 M (53.2 FT) NORTHEAST OF A
 KV6587'12 INCH (30 CM) CEDAR TREE, 2.90 M (9.5 FT) NORTHWEST OF A TYPE B
 KV6587'INLET, AND 28.90 M (94.8 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 KV6587'TOP PIECE OF A TYPE B INLET.  THE STATION IS.06 BELOW THE GROUND.
 KV6587
 KV6587                          STATION RECOVERY (2007)
 KV6587
 KV6587'RECOVERY NOTE BY GEOCACHING 2007 (WEI)
 KV6587'RECOVERED IN GOOD CONDITION.
 KV6587
 KV6587                          STATION RECOVERY (2015)
 KV6587
 KV6587'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2015 (TJA)
 KV6587'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6588 ***********************************************************************
 KV6588  DESIGNATION -  172
 KV6588  PID         -  KV6588
 KV6588  STATE/COUNTY-  NJ/SOMERSET
 KV6588  COUNTRY     -  US
 KV6588  USGS QUAD   -  ROCKY HILL (2019)
 KV6588
 KV6588                         *CURRENT SURVEY CONTROL
 KV6588  ______________________________________________________________________
 KV6588* NAD 83(2011) POSITION- 40 23 32.79594(N) 074 39 00.95034(W)   ADJUSTED
 KV6588* NAD 83(2011) ELLIP HT-     4.691 (meters)        (06/27/12)   ADJUSTED
 KV6588* NAD 83(2011) EPOCH   -  2010.00
 KV6588* NAVD 88 ORTHO HEIGHT -    38.026 (meters)      124.76  (feet) ADJUSTED
 KV6588  ______________________________________________________________________
 KV6588  GEOID HEIGHT    -        -33.345 (meters)                     GEOID18
 KV6588  NAD 83(2011) X  -  1,287,705.940 (meters)                     COMP
 KV6588  NAD 83(2011) Y  - -4,691,057.228 (meters)                     COMP
 KV6588  NAD 83(2011) Z  -  4,111,273.791 (meters)                     COMP
 KV6588  LAPLACE CORR    -          4.89  (seconds)                    DEFLEC18
 KV6588  DYNAMIC HEIGHT  -         38.009 (meters)      124.70  (feet) COMP
 KV6588  MODELED GRAVITY -    980,165.8   (mgal)                       NAVD 88
 KV6588
 KV6588  VERT ORDER      -  FIRST     CLASS II
 KV6588
 KV6588  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6588  Standards:
 KV6588         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6588            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6588  -------------------------------------------------------------------
 KV6588  NETWORK    0.86   1.74           0.39   0.30   0.89      0.18974070
 KV6588  -------------------------------------------------------------------
 KV6588  Click here for local accuracies and other accuracy information.
 KV6588
 KV6588.The horizontal coordinates were established by GPS observations
 KV6588.and adjusted by the National Geodetic Survey in June 2012.
 KV6588
 KV6588.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6588.been affixed to the stable North American tectonic plate. See 
 KV6588.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6588
 KV6588.The horizontal coordinates are valid at the epoch date displayed above
 KV6588.which is a decimal equivalence of Year/Month/Day.
 KV6588
 KV6588.The orthometric height was determined by differential leveling and
 KV6588.adjusted by the NATIONAL GEODETIC SURVEY
 KV6588.in September 1996.
 KV6588
 KV6588.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6588.GEOID18 height accuracy estimate available here.
 KV6588
 KV6588.Click photographs - Photos may exist for this station.
 KV6588
 KV6588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6588
 KV6588.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6588
 KV6588.The ellipsoidal height was determined by GPS observations
 KV6588.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6588
 KV6588;                    North         East     Units Scale Factor Converg.
 KV6588;SPC NJ       -   173,097.171   137,243.411   MT  0.99990200   -0 05 50.5
 KV6588;SPC NJ       -   567,902.97    450,272.76   sFT  0.99990200   -0 05 50.5
 KV6588;UTM  18      - 4,471,374.773   529,681.787   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2968171374(NAD 83)
 KV6588
 KV6588|---------------------------------------------------------------------|
 KV6588| PID    Reference Object                     Distance      Geod. Az  |
 KV6588|                                                           dddmmss.s |
 KV6588| KV6587 171                                 378.916 METERS 05634     |
 KV6588|---------------------------------------------------------------------|
 KV6588
 KV6588                          SUPERSEDED SURVEY CONTROL
 KV6588
 KV6588  NAD 83(2007)-  40 23 32.79602(N)    074 39 00.95142(W) AD(2002.00) 0
 KV6588  ELLIP H (02/10/07)    4.673  (m)                       GP(2002.00)    
 KV6588  ELLIP H (10/23/02)    4.706  (m)                       GP(       ) 4 1
 KV6588  NAD 83(1996)-  40 23 32.79648(N)    074 39 00.95145(W) AD(       ) 1
 KV6588  ELLIP H (05/14/99)    4.724  (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  NAVD 88              38.03   (m)          124.8    (f) LEVELING    3  
 KV6588  NAVD 88 (12/17/93)   38.0    (m)  GEOID93  model used  GPS OBS        
 KV6588  NGVD 29 (10/04/91)   38.3    (m)  UNKNOWN  model used  GPS OBS        
 KV6588
 KV6588.Superseded values are not recommended for survey control.
 KV6588
 KV6588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6588.See file dsdata.pdf to determine how the superseded data were derived.
 KV6588
 KV6588_MARKER: DD = SURVEY DISK
 KV6588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6588_STAMPING: 172
 KV6588_MARK LOGO: NJ-035
 KV6588_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 KV6588+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2022
 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  HISTORY     - 20060327 GOOD             B2A
 KV6588  HISTORY     - 20070417 GOOD             AASCO
 KV6588  HISTORY     - 20110216 GOOD             BOSWEL
 KV6588  HISTORY     - 20150218 GOOD             JMT
 KV6588  HISTORY     - 20171026 GOOD             PBCONS
 KV6588  HISTORY     - 20190507 POOR             LOCENG
 KV6588  HISTORY     - 20220106 GOOD             NJGS
 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.
 KV6588
 KV6588                          STATION RECOVERY (2006)
 KV6588
 KV6588'RECOVERY NOTE BY B2A CONSULTANTS 2006 (ARD)
 KV6588'DESCRIBED BY SOMERSET COUNTY 2005.  THE STATION IS LOCATED IN
 KV6588'MONTGOMERY TOWNSHIP, ON THE ON THE WEST SIDE OF PRINCETON AVENUE.
 KV6588'
 KV6588'TO REACH THE STATION FROM ROUTE 206 AND CR-518, TRAVEL SOUTH 0.9 MI
 KV6588'(1.4 KM) ALONG ROUTE 206.  TURN LEFT ONTO PRINCETON AVENUE AND TRAVEL
 KV6588'0.2 MILES.  THE STATION IS LOCATED 5.88 M (19.3 FT) NORTHWEST OF THE
 KV6588'PRINCETON AVENUE CENTERLINE, 15.45 M (50.7 FT) NORTHWEST OF A 12 INCH
 KV6588'(30 CM) TREE, 13.94 M (45.7 FT) SOUTHWEST OF A 10 INCH (25 CM) MAPLE,
 KV6588'34.60 M (113.5 FT) SOUTHWEST OF POLE EG 501 MOUNT, 24.85 M (81.5 FT)
 KV6588'SOUTHEAST OF THE SOUTHEAST CORNER OF A 1 AND 1/2 STORY HOUSE, 10.39 M
 KV6588'(34.1 FT) NORTHEAST OF POLE EG 1417 MOUNT.  THE STATION IS FLUSH WITH
 KV6588'THE GROUND.
 KV6588
 KV6588                          STATION RECOVERY (2007)
 KV6588
 KV6588'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (CAS)
 KV6588'RECOVERED IN GOOD CONDITION.
 KV6588
 KV6588                          STATION RECOVERY (2011)
 KV6588
 KV6588'RECOVERY NOTE BY BOSWELL ENGINEERING 2011 (AB)
 KV6588'RECOVERED IN GOOD CONDITION.
 KV6588
 KV6588                          STATION RECOVERY (2015)
 KV6588
 KV6588'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2015 (TJA)
 KV6588'RECOVERED IN GOOD CONDITION.
 KV6588
 KV6588                          STATION RECOVERY (2017)
 KV6588
 KV6588'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 KV6588'RECOVERED IN GOOD CONDITION.
 KV6588
 KV6588                          STATION RECOVERY (2019)
 KV6588
 KV6588'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2019 (MK)
 KV6588'MARK RECOVERED IN POOR CONDITION.
 KV6588
 KV6588                          STATION RECOVERY (2022)
 KV6588
 KV6588'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0181 ***********************************************************************
 KV0181  DESIGNATION -  173.666 DLWRR
 KV0181  PID         -  KV0181
 KV0181  STATE/COUNTY-  NJ/PASSAIC
 KV0181  COUNTRY     -  US
 KV0181  USGS QUAD   -  POMPTON PLAINS (2016)
 KV0181
 KV0181                         *CURRENT SURVEY CONTROL
 KV0181  ______________________________________________________________________
 KV0181* NAD 83(1986) POSITION- 40 54 56.     (N) 074 15 56.     (W)   SCALED
 KV0181* NAVD 88 ORTHO HEIGHT -    52.692 (meters)      172.87  (feet) ADJUSTED
 KV0181  ______________________________________________________________________
 KV0181  GEOID HEIGHT    -        -32.418 (meters)                     GEOID18
 KV0181  DYNAMIC HEIGHT  -         52.670 (meters)      172.80  (feet) COMP
 KV0181  MODELED GRAVITY -    980,204.3   (mgal)                       NAVD 88
 KV0181
 KV0181  VERT ORDER      -  FIRST     CLASS II
 KV0181
 KV0181.The horizontal coordinates were scaled from a map and have
 KV0181.an estimated accuracy of +/- 6 seconds.
 KV0181
 KV0181.The orthometric height was determined by differential leveling and
 KV0181.adjusted by the NATIONAL GEODETIC SURVEY
 KV0181.in June 1991.
 KV0181
 KV0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0181.GEOID18 height accuracy estimate available here.
 KV0181
 KV0181.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL618296(NAD 83)
 KV0181
 KV0181                          SUPERSEDED SURVEY CONTROL
 KV0181
 KV0181  NGVD 29 (11/26/84)   52.973  (m)          173.80   (f) ADJUSTED    1 2
 KV0181
 KV0181.Superseded values are not recommended for survey control.
 KV0181
 KV0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0181.See file dsdata.pdf to determine how the superseded data were derived.
 KV0181
 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 = JULY 24, 2026 22:12:30 EDT
 KV1314 ***********************************************************************
 KV1314  DESIGNATION -  1743
 KV1314  PID         -  KV1314
 KV1314  STATE/COUNTY-  NJ/SOMERSET
 KV1314  COUNTRY     -  US
 KV1314  USGS QUAD   -  GLADSTONE (2019)
 KV1314
 KV1314                         *CURRENT SURVEY CONTROL
 KV1314  ______________________________________________________________________
 KV1314* NAD 83(1986) POSITION- 40 37 36.     (N) 074 37 56.     (W)   SCALED
 KV1314* NAVD 88 ORTHO HEIGHT -    63.480 (meters)      208.27  (feet) ADJUSTED
 KV1314  ______________________________________________________________________
 KV1314  GEOID HEIGHT    -        -33.308 (meters)                     GEOID18
 KV1314  DYNAMIC HEIGHT  -         63.451 (meters)      208.17  (feet) COMP
 KV1314  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 KV1314
 KV1314  VERT ORDER      -  SECOND    CLASS 0
 KV1314
 KV1314.The horizontal coordinates were scaled from a map and have
 KV1314.an estimated accuracy of +/- 6 seconds.
 KV1314
 KV1314.The orthometric height was determined by differential leveling and
 KV1314.adjusted by the NATIONAL GEODETIC SURVEY
 KV1314.in June 1991.
 KV1314
 KV1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1314.GEOID18 height accuracy estimate available here.
 KV1314
 KV1314.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK311973(NAD 83)
 KV1314
 KV1314                          SUPERSEDED SURVEY CONTROL
 KV1314
 KV1314  NGVD 29 (11/26/84)   63.753  (m)          209.16   (f) ADJUSTED    2 0
 KV1314
 KV1314.Superseded values are not recommended for survey control.
 KV1314
 KV1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1314.See file dsdata.pdf to determine how the superseded data were derived.
 KV1314
 KV1314_MARKER: DD = SURVEY DISK
 KV1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1314_STAMPING: 1743
 KV1314_MARK LOGO: CGS+SS
 KV1314_PROJECTION: RECESSED 15 CENTIMETERS
 KV1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1314+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV1312 ***********************************************************************
 KV1312  DESIGNATION -  1745
 KV1312  PID         -  KV1312
 KV1312  STATE/COUNTY-  NJ/SOMERSET
 KV1312  COUNTRY     -  US
 KV1312  USGS QUAD   -  GLADSTONE (2019)
 KV1312
 KV1312                         *CURRENT SURVEY CONTROL
 KV1312  ______________________________________________________________________
 KV1312* NAD 83(1986) POSITION- 40 38 53.79   (N) 074 38 31.14   (W)   HD_HELD1
 KV1312* NAVD 88 ORTHO HEIGHT -    60.073 (meters)      197.09  (feet) ADJUSTED
 KV1312  ______________________________________________________________________
 KV1312  GEOID HEIGHT    -        -33.297 (meters)                     GEOID18
 KV1312  DYNAMIC HEIGHT  -         60.046 (meters)      197.00  (feet) COMP
 KV1312  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 KV1312
 KV1312  VERT ORDER      -  SECOND    CLASS 0
 KV1312
 KV1312.The horizontal coordinates were determined by differentially corrected
 KV1312.hand held GPS observations or other comparable positioning techniques
 KV1312.and have an estimated accuracy of +/- 3 meters.
 KV1312
 KV1312.The orthometric height was determined by differential leveling and
 KV1312.adjusted by the NATIONAL GEODETIC SURVEY
 KV1312.in June 1991.
 KV1312
 KV1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1312.GEOID18 height accuracy estimate available here.
 KV1312
 KV1312.Click photographs - Photos may exist for this station.
 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       -   201,501.9     137,992.1     MT  (+/- 3 meters HH1 GPS) 
 KV1312
 KV1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3026999775(NAD 83)
 KV1312
 KV1312                          SUPERSEDED SURVEY CONTROL
 KV1312
 KV1312  NGVD 29 (11/26/84)   60.341  (m)          197.97   (f) ADJUSTED    2 0
 KV1312
 KV1312.Superseded values are not recommended for survey control.
 KV1312
 KV1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1312.See file dsdata.pdf to determine how the superseded data were derived.
 KV1312
 KV1312_MARKER: DD = SURVEY DISK
 KV1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1312_STAMPING: 1745
 KV1312_MARK LOGO: CGS+SS
 KV1312_PROJECTION: RECESSED 30 CENTIMETERS
 KV1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1312+STABILITY: SURFACE MOTION
 KV1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1312+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2017
 KV1312
 KV1312  HISTORY     - Date     Condition        Report By
 KV1312  HISTORY     - UNK      MONUMENTED       NJGS
 KV1312  HISTORY     - 1942     GOOD             NJGS
 KV1312  HISTORY     - 20010331 POOR             NGS
 KV1312  HISTORY     - 20160404 GOOD             AAAS
 KV1312  HISTORY     - 20171115 SEE DESCRIPTION  NJGS
 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.
 KV1312
 KV1312                          STATION RECOVERY (2016)
 KV1312
 KV1312'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV1312'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST FROM
 KV1312'BERNARDSVILLE, 5.5 MI (8.8 KM) NORTH FROM RARITAN AND 5.2 MI (8.4 KM)
 KV1312'SOUTH-SOUTHEAST FROM GLADSTONE AND IS LOCATED IN THE BOROUGH OF
 KV1312'PLUCKEMIN.
 KV1312'
 KV1312'THE STATION IS SET ABOUT 1.0 FT (0.3 M) BELOW THE GROUND WITHIN A 1.0
 KV1312'FT (0.3 M) CIRCULAR CAST IRON VALVE BOX COVER THAT IS SET ABOUT 0.2 FT
 KV1312'(6 CM) ABOVE THE GROUND.  THE STATION IS ALSO IN LINE WITH THE EAST
 KV1312'END OF A 3.0 FT (0.9 M) HIGHER THAN THE STONE WALL SURROUNDING ST.
 KV1312'PAUL'S CHURCH.
 KV1312
 KV1312                          STATION RECOVERY (2017)
 KV1312
 KV1312'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 KV1312'SURFACE OF DISK HAD SOME GOUGES, BUT WAS STILL LEGIBLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1310 ***********************************************************************
 KV1310  DESIGNATION -  1748
 KV1310  PID         -  KV1310
 KV1310  STATE/COUNTY-  NJ/SOMERSET
 KV1310  COUNTRY     -  US
 KV1310  USGS QUAD   -  GLADSTONE (2019)
 KV1310
 KV1310                         *CURRENT SURVEY CONTROL
 KV1310  ______________________________________________________________________
 KV1310* NAD 83(1986) POSITION- 40 40 45.     (N) 074 39 01.     (W)   SCALED
 KV1310* NAVD 88 ORTHO HEIGHT -    60.011 (meters)      196.89  (feet) ADJUSTED
 KV1310  ______________________________________________________________________
 KV1310  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 KV1310  DYNAMIC HEIGHT  -         59.984 (meters)      196.80  (feet) COMP
 KV1310  MODELED GRAVITY -    980,177.4   (mgal)                       NAVD 88
 KV1310
 KV1310  VERT ORDER      -  SECOND    CLASS 0
 KV1310
 KV1310.The horizontal coordinates were scaled from a map and have
 KV1310.an estimated accuracy of +/- 6 seconds.
 KV1310
 KV1310.The orthometric height was determined by differential leveling and
 KV1310.adjusted by the NATIONAL GEODETIC SURVEY
 KV1310.in June 1991.
 KV1310
 KV1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1310.GEOID18 height accuracy estimate available here.
 KV1310
 KV1310.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL295032(NAD 83)
 KV1310
 KV1310                          SUPERSEDED SURVEY CONTROL
 KV1310
 KV1310  NGVD 29 (11/26/84)   60.269  (m)          197.73   (f) ADJUSTED    2 0
 KV1310
 KV1310.Superseded values are not recommended for survey control.
 KV1310
 KV1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1310.See file dsdata.pdf to determine how the superseded data were derived.
 KV1310
 KV1310_MARKER: DD = SURVEY DISK
 KV1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1310_STAMPING: 1748
 KV1310_MARK LOGO: CGS+SS
 KV1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1310+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV1309 ***********************************************************************
 KV1309  DESIGNATION -  1749 NJGS
 KV1309  PID         -  KV1309
 KV1309  STATE/COUNTY-  NJ/SOMERSET
 KV1309  COUNTRY     -  US
 KV1309  USGS QUAD   -  GLADSTONE (2019)
 KV1309
 KV1309                         *CURRENT SURVEY CONTROL
 KV1309  ______________________________________________________________________
 KV1309* NAD 83(1986) POSITION- 40 41 00.     (N) 074 39 06.     (W)   SCALED
 KV1309* NAVD 88 ORTHO HEIGHT -    72.996 (meters)      239.49  (feet) ADJUSTED
 KV1309  ______________________________________________________________________
 KV1309  GEOID HEIGHT    -        -33.256 (meters)                     GEOID18
 KV1309  DYNAMIC HEIGHT  -         72.963 (meters)      239.38  (feet) COMP
 KV1309  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 KV1309
 KV1309  VERT ORDER      -  SECOND    CLASS 0
 KV1309
 KV1309.The horizontal coordinates were scaled from a map and have
 KV1309.an estimated accuracy of +/- 6 seconds.
 KV1309
 KV1309.The orthometric height was determined by differential leveling and
 KV1309.adjusted by the NATIONAL GEODETIC SURVEY
 KV1309.in June 1991.
 KV1309
 KV1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1309.GEOID18 height accuracy estimate available here.
 KV1309
 KV1309.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL294036(NAD 83)
 KV1309
 KV1309                          SUPERSEDED SURVEY CONTROL
 KV1309
 KV1309  NGVD 29 (11/26/84)   73.253  (m)          240.33   (f) ADJUSTED    2 0
 KV1309
 KV1309.Superseded values are not recommended for survey control.
 KV1309
 KV1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1309.See file dsdata.pdf to determine how the superseded data were derived.
 KV1309
 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  HISTORY     - 20210211 MARK NOT FOUND   NJGS
 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.
 KV1309
 KV1309                          STATION RECOVERY (2021)
 KV1309
 KV1309'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1309'TIES UNUSABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0188 ***********************************************************************
 KV0188  DESIGNATION -  175.63 NJGS
 KV0188  PID         -  KV0188
 KV0188  STATE/COUNTY-  NJ/PASSAIC
 KV0188  COUNTRY     -  US
 KV0188  USGS QUAD   -  POMPTON PLAINS (2016)
 KV0188
 KV0188                         *CURRENT SURVEY CONTROL
 KV0188  ______________________________________________________________________
 KV0188* NAD 83(1986) POSITION- 40 56 12.     (N) 074 16 53.     (W)   SCALED
 KV0188* NAVD 88 ORTHO HEIGHT -    53.255 (meters)      174.72  (feet) ADJUSTED
 KV0188  ______________________________________________________________________
 KV0188  GEOID HEIGHT    -        -32.406 (meters)                     GEOID18
 KV0188  DYNAMIC HEIGHT  -         53.232 (meters)      174.65  (feet) COMP
 KV0188  MODELED GRAVITY -    980,205.1   (mgal)                       NAVD 88
 KV0188
 KV0188  VERT ORDER      -  FIRST     CLASS II
 KV0188
 KV0188.The horizontal coordinates were scaled from a map and have
 KV0188.an estimated accuracy of +/- 6 seconds.
 KV0188
 KV0188.The orthometric height was determined by differential leveling and
 KV0188.adjusted by the NATIONAL GEODETIC SURVEY
 KV0188.in June 1991.
 KV0188
 KV0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0188.GEOID18 height accuracy estimate available here.
 KV0188
 KV0188.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL604319(NAD 83)
 KV0188
 KV0188                          SUPERSEDED SURVEY CONTROL
 KV0188
 KV0188  NGVD 29 (11/26/84)   53.534  (m)          175.64   (f) ADJUSTED    1 2
 KV0188
 KV0188.Superseded values are not recommended for survey control.
 KV0188
 KV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0188.See file dsdata.pdf to determine how the superseded data were derived.
 KV0188
 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 = JULY 24, 2026 22:12:30 EDT
 KV1308 ***********************************************************************
 KV1308  DESIGNATION -  1750 NJGS
 KV1308  PID         -  KV1308
 KV1308  STATE/COUNTY-  NJ/SOMERSET
 KV1308  COUNTRY     -  US
 KV1308  USGS QUAD   -  GLADSTONE (2019)
 KV1308
 KV1308                         *CURRENT SURVEY CONTROL
 KV1308  ______________________________________________________________________
 KV1308* NAD 83(1986) POSITION- 40 41 59.     (N) 074 39 31.     (W)   SCALED
 KV1308* NAVD 88 ORTHO HEIGHT -    54.681 (meters)      179.40  (feet) ADJUSTED
 KV1308  ______________________________________________________________________
 KV1308  GEOID HEIGHT    -        -33.232 (meters)                     GEOID18
 KV1308  DYNAMIC HEIGHT  -         54.656 (meters)      179.32  (feet) COMP
 KV1308  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 KV1308
 KV1308  VERT ORDER      -  SECOND    CLASS 0
 KV1308
 KV1308.The horizontal coordinates were scaled from a map and have
 KV1308.an estimated accuracy of +/- 6 seconds.
 KV1308
 KV1308.The orthometric height was determined by differential leveling and
 KV1308.adjusted by the NATIONAL GEODETIC SURVEY
 KV1308.in June 1991.
 KV1308
 KV1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1308.GEOID18 height accuracy estimate available here.
 KV1308
 KV1308.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL288054(NAD 83)
 KV1308
 KV1308                          SUPERSEDED SURVEY CONTROL
 KV1308
 KV1308  NGVD 29 (11/26/84)   54.933  (m)          180.23   (f) ADJUSTED    2 0
 KV1308
 KV1308.Superseded values are not recommended for survey control.
 KV1308
 KV1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1308.See file dsdata.pdf to determine how the superseded data were derived.
 KV1308
 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 = JULY 24, 2026 22:12:30 EDT
 KV1307 ***********************************************************************
 KV1307  DESIGNATION -  1751 NJGS
 KV1307  PID         -  KV1307
 KV1307  STATE/COUNTY-  NJ/SOMERSET
 KV1307  COUNTRY     -  US
 KV1307  USGS QUAD   -  GLADSTONE (2019)
 KV1307
 KV1307                         *CURRENT SURVEY CONTROL
 KV1307  ______________________________________________________________________
 KV1307* NAD 83(1986) POSITION- 40 42 14.     (N) 074 39 40.     (W)   SCALED
 KV1307* NAVD 88 ORTHO HEIGHT -    68.989 (meters)      226.34  (feet) ADJUSTED
 KV1307  ______________________________________________________________________
 KV1307  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 KV1307  DYNAMIC HEIGHT  -         68.958 (meters)      226.24  (feet) COMP
 KV1307  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 KV1307
 KV1307  VERT ORDER      -  SECOND    CLASS 0
 KV1307
 KV1307.The horizontal coordinates were scaled from a map and have
 KV1307.an estimated accuracy of +/- 6 seconds.
 KV1307
 KV1307.The orthometric height was determined by differential leveling and
 KV1307.adjusted by the NATIONAL GEODETIC SURVEY
 KV1307.in June 1991.
 KV1307
 KV1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1307.GEOID18 height accuracy estimate available here.
 KV1307
 KV1307.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL286059(NAD 83)
 KV1307
 KV1307                          SUPERSEDED SURVEY CONTROL
 KV1307
 KV1307  NGVD 29 (11/26/84)   69.240  (m)          227.16   (f) ADJUSTED    2 0
 KV1307
 KV1307.Superseded values are not recommended for survey control.
 KV1307
 KV1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1307.See file dsdata.pdf to determine how the superseded data were derived.
 KV1307
 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 = JULY 24, 2026 22:12:30 EDT
 KV6454 ***********************************************************************
 KV6454  DESIGNATION -  176
 KV6454  PID         -  KV6454
 KV6454  STATE/COUNTY-  NJ/MERCER
 KV6454  COUNTRY     -  US
 KV6454  USGS QUAD   -  PRINCETON (2019)
 KV6454
 KV6454                         *CURRENT SURVEY CONTROL
 KV6454  ______________________________________________________________________
 KV6454* NAD 83(1986) POSITION- 40 20 57.     (N) 074 39 38.     (W)   SCALED
 KV6454* NAVD 88 ORTHO HEIGHT -    65.129 (meters)      213.68  (feet) ADJUSTED
 KV6454  ______________________________________________________________________
 KV6454  GEOID HEIGHT    -        -33.297 (meters)                     GEOID18
 KV6454  DYNAMIC HEIGHT  -         65.099 (meters)      213.58  (feet) COMP
 KV6454  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 KV6454
 KV6454  VERT ORDER      -  SECOND    CLASS I
 KV6454
 KV6454.The horizontal coordinates were scaled from a map and have
 KV6454.an estimated accuracy of +/- 6 seconds.
 KV6454
 KV6454.The orthometric height was determined by differential leveling and
 KV6454.adjusted by the NATIONAL GEODETIC SURVEY
 KV6454.in April 1995.
 KV6454
 KV6454.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6454.GEOID18 height accuracy estimate available here.
 KV6454
 KV6454.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK288665(NAD 83)
 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
 KV6454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6454.See file dsdata.pdf to determine how the superseded data were derived.
 KV6454
 KV6454_MARKER: DD = SURVEY DISK
 KV6454_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV6454_STAMPING: 176 214.752
 KV6454_MARK LOGO: CGS+SS
 KV6454_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 KV6521 ***********************************************************************
 KV6521  DESIGNATION -  1772
 KV6521  PID         -  KV6521
 KV6521  STATE/COUNTY-  NJ/SOMERSET
 KV6521  COUNTRY     -  US
 KV6521  USGS QUAD   -  BERNARDSVILLE (2016)
 KV6521
 KV6521                         *CURRENT SURVEY CONTROL
 KV6521  ______________________________________________________________________
 KV6521* NAD 83(2011) POSITION- 40 42 14.54710(N) 074 35 39.26539(W)   ADJUSTED
 KV6521* NAD 83(2011) ELLIP HT-    51.445 (meters)        (06/27/12)   ADJUSTED
 KV6521* NAD 83(2011) EPOCH   -  2010.00
 KV6521* NAVD 88 ORTHO HEIGHT -    84.6   (meters)      278.    (feet) VERTCON3
 KV6521  ______________________________________________________________________
 KV6521  GEOID HEIGHT    -        -33.117 (meters)                     GEOID18
 KV6521  NAD 83(2011) X  -  1,286,326.051 (meters)                     COMP
 KV6521  NAD 83(2011) Y  - -4,668,144.327 (meters)                     COMP
 KV6521  NAD 83(2011) Z  -  4,137,596.454 (meters)                     COMP
 KV6521  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 KV6521
 KV6521  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6521  Standards:
 KV6521         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6521            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6521  -------------------------------------------------------------------
 KV6521  NETWORK    1.83   3.39           0.70   0.75   1.73      0.43346502
 KV6521  -------------------------------------------------------------------
 KV6521  Click here for local accuracies and other accuracy information.
 KV6521
 KV6521.The horizontal coordinates were established by GPS observations
 KV6521.and adjusted by the National Geodetic Survey in June 2012.
 KV6521
 KV6521.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6521.been affixed to the stable North American tectonic plate. See 
 KV6521.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6521
 KV6521.The horizontal coordinates are valid at the epoch date displayed above
 KV6521.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6521.GEOID18 height accuracy estimate available here.
 KV6521
 KV6521.Click photographs - Photos may exist for this station.
 KV6521
 KV6521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6521
 KV6521.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6521
 KV6521.The ellipsoidal height was determined by GPS observations
 KV6521.and is referenced to NAD 83.
 KV6521
 KV6521. The following values were computed from the NAD 83(2011) position.
 KV6521
 KV6521;                    North         East     Units Scale Factor Converg.
 KV6521;SPC NJ       -   207,688.549   142,036.503   MT  0.99990078   -0 03 41.3
 KV6521;SPC NJ       -   681,391.51    465,998.09   sFT  0.99990078   -0 03 41.3
 KV6521;UTM  18      - 4,505,982.790   534,277.235   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3427705982(NAD 83)
 KV6521
 KV6521                          SUPERSEDED SURVEY CONTROL
 KV6521
 KV6521  NAD 83(2007)-  40 42 14.54732(N)    074 35 39.26573(W) AD(2002.00) 0
 KV6521  ELLIP H (02/10/07)   51.449  (m)                       GP(2002.00)    
 KV6521  ELLIP H (10/23/02)   51.439  (m)                       GP(       ) 4 1
 KV6521  NAD 83(1996)-  40 42 14.54761(N)    074 35 39.26603(W) AD(       ) 2
 KV6521  ELLIP H (05/14/99)   51.458  (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)  UNKNOWN  model used  GPS OBS        
 KV6521
 KV6521.Superseded values are not recommended for survey control.
 KV6521
 KV6521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6521.See file dsdata.pdf to determine how the superseded data were derived.
 KV6521
 KV6521_MARKER: DD = SURVEY DISK
 KV6521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DQ4842 ***********************************************************************
 DQ4842  DESIGNATION -  178 RESET
 DQ4842  PID         -  DQ4842
 DQ4842  STATE/COUNTY-  NJ/MERCER
 DQ4842  COUNTRY     -  US
 DQ4842  USGS QUAD   -  TRENTON EAST (2019)
 DQ4842
 DQ4842                         *CURRENT SURVEY CONTROL
 DQ4842  ______________________________________________________________________
 DQ4842* NAD 83(1986) POSITION- 40 11 09.19   (N) 074 42 17.85   (W)   HD_HELD1
 DQ4842* NAVD 88 ORTHO HEIGHT -    20.63  (meters)       67.7   (feet) RESET
 DQ4842  ______________________________________________________________________
 DQ4842  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 DQ4842  VERT ORDER      -  THIRD
 DQ4842
 DQ4842.The horizontal coordinates were determined by differentially corrected
 DQ4842.hand held GPS observations or other comparable positioning techniques
 DQ4842.and have an estimated accuracy of +/- 3 meters.
 DQ4842
 DQ4842.The orthometric height was computed from unverified reset data.
 DQ4842
 DQ4842.No vertical observational check was made to the station.
 DQ4842
 DQ4842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4842.GEOID18 height accuracy estimate available here.
 DQ4842
 DQ4842.Click photographs - Photos may exist for this station.
 DQ4842
 DQ4842;                    North         East    Units  Estimated Accuracy
 DQ4842;SPC NJ       -   150,172.6     132,547.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4842
 DQ4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2511648430(NAD 83)
 DQ4842
 DQ4842                          SUPERSEDED SURVEY CONTROL
 DQ4842
 DQ4842.No superseded survey control is available for this station.
 DQ4842
 DQ4842_MARKER: DD = SURVEY DISK
 DQ4842_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ4842_SP_SET: ABUTMENT
 DQ4842_STAMPING: 178 RESET 2017
 DQ4842_MARK LOGO: NJGS
 DQ4842_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4842+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2023
 DQ4842
 DQ4842  HISTORY     - Date     Condition        Report By
 DQ4842  HISTORY     - 20170222 MONUMENTED       NJGS
 DQ4842  HISTORY     - 20230221 GOOD             NJGS
 DQ4842
 DQ4842                          STATION DESCRIPTION
 DQ4842
 DQ4842'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ4842'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH OF COLUMBUS, 6.4
 DQ4842'MI (10.3 KM) WEST OF ALLENTOWN AND 3.0 MI (4.8 KM) SOUTHEAST OF
 DQ4842'TRENTON, NJ.
 DQ4842'
 DQ4842'THE STATION IS SET IN A DRILL HOLE IN THE WEST END OF THE NORTH
 DQ4842'ABUTMENT IN THE SIDEWALK AREA OF THE US ROUTE 206 BRIDGE SPANNING US
 DQ4842'INTERSTATE 195.
 DQ4842'
 DQ4842'THE STATION IS 1.5 FT (0.5 M) WEST OF THE WEST CURB OF SOUTHBOUND
 DQ4842'ROUTE 206, 38.5 FT (11.7 M) SOUTH-SOUTHEAST OF THE NORTH END OF THE
 DQ4842'CONCRETE BALUSTRADE FOR THE SOUTHBOUND LANES OF US ROUTE 206, 196 FT
 DQ4842'(59.7 M) SOUTH OF THE NORTH NOSE OF THE OFF RAMP FROM THE SOUTHBOUND
 DQ4842'LANES OF US ROUTE 206 TO THE WESTBOUND LANES OF I-195, 121 FT (36.9 M)
 DQ4842'NORTH OF THE CENTER OF THE BRIDGE, 26.6 FT (8.1 M) WEST OF THE
 DQ4842'CENTERLINE OF ROUTE 206.
 DQ4842
 DQ4842                          STATION RECOVERY (2023)
 DQ4842
 DQ4842'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DQ4842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6043 ***********************************************************************
 KV6043  DESIGNATION -  17913
 KV6043  PID         -  KV6043
 KV6043  STATE/COUNTY-  NJ/MERCER
 KV6043  COUNTRY     -  US
 KV6043  USGS QUAD   -  PENNINGTON (2019)
 KV6043
 KV6043                         *CURRENT SURVEY CONTROL
 KV6043  ______________________________________________________________________
 KV6043* NAD 83(1986) POSITION- 40 15 12.     (N) 074 48 21.     (W)   SCALED
 KV6043* NAVD 88 ORTHO HEIGHT -    34.719 (meters)      113.91  (feet) ADJUSTED
 KV6043  ______________________________________________________________________
 KV6043  GEOID HEIGHT    -        -33.372 (meters)                     GEOID18
 KV6043  DYNAMIC HEIGHT  -         34.703 (meters)      113.85  (feet) COMP
 KV6043  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 KV6043
 KV6043  VERT ORDER      -  FIRST     CLASS I
 KV6043
 KV6043.The horizontal coordinates were scaled from a map and have
 KV6043.an estimated accuracy of +/- 6 seconds.
 KV6043
 KV6043.The orthometric height was determined by differential leveling and
 KV6043.adjusted by the NATIONAL GEODETIC SURVEY
 KV6043.in January 1994.
 KV6043
 KV6043.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6043.GEOID18 height accuracy estimate available here.
 KV6043
 KV6043.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK165558(NAD 83)
 KV6043
 KV6043                          SUPERSEDED SURVEY CONTROL
 KV6043
 KV6043  NAVD 88 (06/15/91)   34.717  (m)          113.90   (f) SUPERSEDED  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
 KV6043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6043.See file dsdata.pdf to determine how the superseded data were derived.
 KV6043
 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  HISTORY     - 20260109 MARK NOT FOUND   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.
 KV6043
 KV6043                          STATION RECOVERY (2026)
 KV6043
 KV6043'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2026 (MS)
 KV6043'COULD NO LOCATE BECAUSE TIES HAVE BEEN REMOVED.  THERE IS NO LONGER 8
 KV6043'FT (2.4 M) HIGH FENCE AND POLE E66824W.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6042 ***********************************************************************
 KV6042  DESIGNATION -  17914
 KV6042  PID         -  KV6042
 KV6042  STATE/COUNTY-  NJ/MERCER
 KV6042  COUNTRY     -  US
 KV6042  USGS QUAD   -  PENNINGTON (2019)
 KV6042
 KV6042                         *CURRENT SURVEY CONTROL
 KV6042  ______________________________________________________________________
 KV6042* NAD 83(1986) POSITION- 40 15 05.     (N) 074 48 26.     (W)   SCALED
 KV6042* NAVD 88 ORTHO HEIGHT -    36.773 (meters)      120.65  (feet) ADJUSTED
 KV6042  ______________________________________________________________________
 KV6042  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 KV6042  DYNAMIC HEIGHT  -         36.756 (meters)      120.59  (feet) COMP
 KV6042  MODELED GRAVITY -    980,165.8   (mgal)                       NAVD 88
 KV6042
 KV6042  VERT ORDER      -  FIRST     CLASS I
 KV6042
 KV6042.The horizontal coordinates were scaled from a map and have
 KV6042.an estimated accuracy of +/- 6 seconds.
 KV6042
 KV6042.The orthometric height was determined by differential leveling and
 KV6042.adjusted by the NATIONAL GEODETIC SURVEY
 KV6042.in June 1991.
 KV6042
 KV6042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6042.GEOID18 height accuracy estimate available here.
 KV6042
 KV6042.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK163556(NAD 83)
 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
 KV6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6042.See file dsdata.pdf to determine how the superseded data were derived.
 KV6042
 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  HISTORY     - 20260109 MARK NOT FOUND   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.
 KV6042
 KV6042                          STATION RECOVERY (2026)
 KV6042
 KV6042'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2026 (MS)
 KV6042'COULD NOT FIND BECAUSE TIES NO LONGER EXIST, HOUSES GO FROM 818 TO
 KV6042'824, THERE IS NO HOUSE 820.  POLE NUMBER A60565W IS NOT THERE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1696 ***********************************************************************
 KV1696  DESIGNATION -  18
 KV1696  PID         -  KV1696
 KV1696  STATE/COUNTY-  NJ/HUNTERDON
 KV1696  COUNTRY     -  US
 KV1696  USGS QUAD   -  FRENCHTOWN (2019)
 KV1696
 KV1696                         *CURRENT SURVEY CONTROL
 KV1696  ______________________________________________________________________
 KV1696* NAD 83(1986) POSITION- 40 31 25.33   (N) 075 03 46.09   (W)   HD_HELD1
 KV1696* NAVD 88 ORTHO HEIGHT -    36.540 (meters)      119.88  (feet) ADJUSTED
 KV1696  ______________________________________________________________________
 KV1696  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 KV1696  DYNAMIC HEIGHT  -         36.522 (meters)      119.82  (feet) COMP
 KV1696  MODELED GRAVITY -    980,152.0   (mgal)                       NAVD 88
 KV1696
 KV1696  VERT ORDER      -  FIRST     CLASS I
 KV1696
 KV1696.The horizontal coordinates were determined by differentially corrected
 KV1696.hand held GPS observations or other comparable positioning techniques
 KV1696.and have an estimated accuracy of +/- 3 meters.
 KV1696
 KV1696.The orthometric height was determined by differential leveling and
 KV1696.adjusted by the NATIONAL GEODETIC SURVEY
 KV1696.in June 1991.
 KV1696
 KV1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1696.GEOID18 height accuracy estimate available here.
 KV1696
 KV1696.Click photographs - Photos may exist for this station.
 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       -   187,812.6     102,313.9     MT  (+/- 3 meters HH1 GPS) 
 KV1696
 KV1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9468085887(NAD 83)
 KV1696
 KV1696                          SUPERSEDED SURVEY CONTROL
 KV1696
 KV1696  NGVD 29 (01/10/92)   36.804  (m)          120.75   (f) ADJUSTED    1 1
 KV1696  NGVD 29 (??/??/87)   36.819  (m)          120.80   (f) SUPERSEDED  1 1
 KV1696
 KV1696.Superseded values are not recommended for survey control.
 KV1696
 KV1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1696.See file dsdata.pdf to determine how the superseded data were derived.
 KV1696
 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 - September 05, 2019
 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  HISTORY     - 20100630 GOOD             GEOCAC
 KV1696  HISTORY     - 20190905 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.
 KV1696
 KV1696                          STATION RECOVERY (2010)
 KV1696
 KV1696'RECOVERY NOTE BY GEOCACHING 2010 (RAS)
 KV1696'FOUND IN GOOD CONDITION AS DESCRIBED BY NJGS IN 1988 WITH THE
 KV1696'FOLLOWING OBSERVATIONS.  THE ABANDONED RAILROAD IS NOW PART OF THE D+H
 KV1696'CANAL PARK MULTI USE TRAIL.  THE MARK IS 22.0 FEET EAST OF THE TRAIL
 KV1696'CENTER AND ABOUT LEVEL WITH ITS SURFACE.
 KV1696
 KV1696                          STATION RECOVERY (2019)
 KV1696
 KV1696'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV1696'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF
 KV1696'RIEGELSVILLE, 6.8 MI (10.9 KM) SOUTHWEST OF PITTSTOWN AND IN THE TOWN
 KV1696'OF FRENCHTOWN, NJ.
 KV1696'
 KV1696'IT IS 61.5 FT (18.7 M) SOUTH-SOUTHEAST OF A TRAIN WHISTLE MARKER ON
 KV1696'THE EAST SIDE OF THE PATH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0038 ***********************************************************************
 KV0038  DESIGNATION -  18.81 NJGS
 KV0038  PID         -  KV0038
 KV0038  STATE/COUNTY-  NJ/UNION
 KV0038  COUNTRY     -  US
 KV0038  USGS QUAD   -  PERTH AMBOY (2016)
 KV0038
 KV0038                         *CURRENT SURVEY CONTROL
 KV0038  ______________________________________________________________________
 KV0038* NAD 83(1986) POSITION- 40 36 12.     (N) 074 16 34.     (W)   SCALED
 KV0038* NAVD 88 ORTHO HEIGHT -     5.51  (+/-2cm)       18.1   (feet) VERTCON3
 KV0038  ______________________________________________________________________
 KV0038  GEOID HEIGHT    -        -32.575 (meters)                     GEOID18
 KV0038  VERT ORDER      -  ? (See Below)
 KV0038
 KV0038.The horizontal coordinates were scaled from a 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
 KV0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0038.GEOID18 height accuracy estimate available here.
 KV0038
 KV0038.The vertical order pertains to the NGVD 29 superseded value.
 KV0038
 KV0038.Click photographs - Photos may exist for this station.
 KV0038
 KV0038;                    North         East    Units  Estimated Accuracy
 KV0038;SPC NJ       -   196,530.      168,950.      MT  (+/- 180 meters Scaled)
 KV0038
 KV0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK612949(NAD 83)
 KV0038
 KV0038                          SUPERSEDED SURVEY CONTROL
 KV0038
 KV0038  NGVD 29 (11/26/84)    5.827  (m)           19.12   (f) ADJUSTED       
 KV0038
 KV0038.Superseded values are not recommended for survey control.
 KV0038
 KV0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0038.See file dsdata.pdf to determine how the superseded data were derived.
 KV0038
 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 = JULY 24, 2026 22:12:30 EDT
 JU0646 ***********************************************************************
 JU0646  DESIGNATION -  18.97 NJGS
 JU0646  PID         -  JU0646
 JU0646  STATE/COUNTY-  NJ/SALEM
 JU0646  COUNTRY     -  US
 JU0646  USGS QUAD   -  SALEM (2019)
 JU0646
 JU0646                         *CURRENT SURVEY CONTROL
 JU0646  ______________________________________________________________________
 JU0646* NAD 83(1986) POSITION- 39 32 51.6    (N) 075 24 49.1    (W)   HD_HELD2
 JU0646* NAVD 88 ORTHO HEIGHT -     5.612 (meters)       18.41  (feet) ADJUSTED
 JU0646  ______________________________________________________________________
 JU0646  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 JU0646  DYNAMIC HEIGHT  -          5.610 (meters)       18.41  (feet) COMP
 JU0646  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 JU0646
 JU0646  VERT ORDER      -  FIRST     CLASS II
 JU0646
 JU0646.The horizontal coordinates were established by autonomous hand held GPS
 JU0646.observations and have an estimated accuracy of +/- 10 meters.
 JU0646
 JU0646.The orthometric height was determined by differential leveling and
 JU0646.adjusted by the NATIONAL GEODETIC SURVEY
 JU0646.in June 1991.
 JU0646
 JU0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0646.GEOID18 height accuracy estimate available here.
 JU0646
 JU0646.Click photographs - Photos may exist for this station.
 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       -    79,695.       71,476.      MT  (+/- 10 meters HH2 GPS)
 JU0646
 JU0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6445977636(NAD 83)
 JU0646
 JU0646                          SUPERSEDED SURVEY CONTROL
 JU0646
 JU0646  NGVD 29 (01/10/92)    5.898  (m)           19.35   (f) ADJUSTED    1 2
 JU0646  NGVD 29 (??/??/87)    5.968  (m)           19.58   (f) SUPERSEDED  1 2
 JU0646
 JU0646.Superseded values are not recommended for survey control.
 JU0646
 JU0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0646.See file dsdata.pdf to determine how the superseded data were derived.
 JU0646
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0646+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 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  HISTORY     - 20070914 GOOD             GEOCAC
 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.
 JU0646
 JU0646                          STATION RECOVERY (2007)
 JU0646
 JU0646'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU0646'STATION IS ABOUT 36 FEET NORTHWEST OF THE EXTENDED CENTERLINE OF
 JU0646'COTTAGE AVE AND ABOUT 16 FEET NORTHEAST OF THE NORTHEAST CURB OF STATE
 JU0646'HIGHWAY 49.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0178 ***********************************************************************
 KV0178  DESIGNATION -  180.7 NJGS
 KV0178  PID         -  KV0178
 KV0178  STATE/COUNTY-  NJ/PASSAIC
 KV0178  COUNTRY     -  US
 KV0178  USGS QUAD   -  POMPTON PLAINS (2016)
 KV0178
 KV0178                         *CURRENT SURVEY CONTROL
 KV0178  ______________________________________________________________________
 KV0178* NAD 83(1986) POSITION- 40 54 50.     (N) 074 15 39.     (W)   SCALED
 KV0178* NAVD 88 ORTHO HEIGHT -    54.787 (meters)      179.75  (feet) ADJUSTED
 KV0178  ______________________________________________________________________
 KV0178  GEOID HEIGHT    -        -32.412 (meters)                     GEOID18
 KV0178  DYNAMIC HEIGHT  -         54.764 (meters)      179.67  (feet) COMP
 KV0178  MODELED GRAVITY -    980,204.3   (mgal)                       NAVD 88
 KV0178
 KV0178  VERT ORDER      -  FIRST     CLASS II
 KV0178
 KV0178.The horizontal coordinates were scaled from a map and have
 KV0178.an estimated accuracy of +/- 6 seconds.
 KV0178
 KV0178.The orthometric height was determined by differential leveling and
 KV0178.adjusted by the NATIONAL GEODETIC SURVEY
 KV0178.in June 1991.
 KV0178
 KV0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0178.GEOID18 height accuracy estimate available here.
 KV0178
 KV0178.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL622294(NAD 83)
 KV0178
 KV0178                          SUPERSEDED SURVEY CONTROL
 KV0178
 KV0178  NGVD 29 (11/26/84)   55.068  (m)          180.67   (f) ADJUSTED    1 2
 KV0178
 KV0178.Superseded values are not recommended for survey control.
 KV0178
 KV0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0178.See file dsdata.pdf to determine how the superseded data were derived.
 KV0178
 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 = JULY 24, 2026 22:12:30 EDT
 JU4076 ***********************************************************************
 JU4076  DESIGNATION -  1800
 JU4076  PID         -  JU4076
 JU4076  STATE/COUNTY-  NJ/ATLANTIC
 JU4076  COUNTRY     -  US
 JU4076  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4076
 JU4076                         *CURRENT SURVEY CONTROL
 JU4076  ______________________________________________________________________
 JU4076* NAD 83(1986) POSITION- 39 22 20.24   (N) 074 26 11.77   (W)   HD_HELD1
 JU4076* NAVD 88 ORTHO HEIGHT -     1.841 (meters)        6.04  (feet) ADJUSTED
 JU4076  ______________________________________________________________________
 JU4076  GEOID HEIGHT    -        -34.370 (meters)                     GEOID18
 JU4076  DYNAMIC HEIGHT  -          1.840 (meters)        6.04  (feet) COMP
 JU4076  MODELED GRAVITY -    980,108.7   (mgal)                       NAVD 88
 JU4076
 JU4076  VERT ORDER      -  FIRST     CLASS II
 JU4076
 JU4076.The horizontal coordinates were determined by differentially corrected
 JU4076.hand held GPS observations or other comparable positioning techniques
 JU4076.and have an estimated accuracy of +/- 3 meters.
 JU4076
 JU4076.The orthometric height was determined by differential leveling and
 JU4076.adjusted by the NATIONAL GEODETIC SURVEY
 JU4076.in August 2018.
 JU4076
 JU4076.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4076.GEOID18 height accuracy estimate available here.
 JU4076
 JU4076.Click photographs - Photos may exist for this station.
 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       -    59,829.4     155,462.4     MT  (+/- 3 meters HH1 GPS) 
 JU4076
 JU4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4852958242(NAD 83)
 JU4076
 JU4076                          SUPERSEDED SURVEY CONTROL
 JU4076
 JU4076  NAVD 88 (06/15/91)    1.878  (m)            6.16   (f) SUPERSEDED  1 2
 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
 JU4076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4076.See file dsdata.pdf to determine how the superseded data were derived.
 JU4076
 JU4076_MARKER: DD = SURVEY DISK
 JU4076_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4076_STAMPING: 1800
 JU4076_MARK LOGO: CGS+SS
 JU4076_PROJECTION: RECESSED 2 CENTIMETERS
 JU4076_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4076+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2021
 JU4076
 JU4076  HISTORY     - Date     Condition        Report By
 JU4076  HISTORY     - 1934     MONUMENTED       NJGS
 JU4076  HISTORY     - 19891031 GOOD             NJGS
 JU4076  HISTORY     - 19970911 GOOD             NJGS
 JU4076  HISTORY     - 20150204 GOOD             BASE9
 JU4076  HISTORY     - 20170518 GOOD             NJGS
 JU4076  HISTORY     - 20210520 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.
 JU4076
 JU4076                          STATION RECOVERY (2015)
 JU4076
 JU4076'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 JU4076'THE MARK IS 0.5 M (1.6 FT) NORTH-NORTHEAST OF A UTILITY POLE NUMBER
 JU4076'A6983.
 JU4076
 JU4076                          STATION RECOVERY (2017)
 JU4076
 JU4076'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4076'RECOVERED ON GOOD CONDITION.
 JU4076'
 JU4076'NOTE-ADD-THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST-SOUTHEAST
 JU4076'OF PLEASANTVILLE, 4.6 MI (7.4 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC
 JU4076'CITY.
 JU4076'
 JU4076'IN ATLANTIC CITY, AT THE SOUTHWEST CORNER OF THE JUNCTION OF U.S.
 JU4076'HIGHWAY ROUTE 30 (ABSECON BOULEVARD) AND NEW YORK AVENUE, BETWEEN THE
 JU4076'CURB AND SIDEWALK.
 JU4076'
 JU4076'THE STATION IS 0.9 M (3.0 FT) SOUTHWEST OF THE SOUTHWEST CURB LINE OF
 JU4076'THE ACCESS ROAD WHICH PARALLELS ROUTE 30, 8.5 M (27.9 FT)
 JU4076'WEST-SOUTHWEST OF THE CENTERLINE OF NEW YORK AVENUE, 9.5 M (31.2 FT)
 JU4076'SOUTHEAST OF A FIRE HYDRANT, 19.3 M (63.3 FT) NORTHEAST OF THE
 JU4076'NORTHEAST CORNER OF THE 112TH FIELD ARTILLERY ARMORY BUILDING, 0.5 M
 JU4076'(1.6 FT) NORTH-NORTHEAST OF A UTILITY POLE NUMBER A6983.
 JU4076
 JU4076                          STATION RECOVERY (2021)
 JU4076
 JU4076'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 JU4076'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4352 ***********************************************************************
 AI4352  DESIGNATION -  18001
 AI4352  PID         -  AI4352
 AI4352  STATE/COUNTY-  NJ/SALEM
 AI4352  COUNTRY     -  US
 AI4352  USGS QUAD   -  WOODSTOWN (2019)
 AI4352
 AI4352                         *CURRENT SURVEY CONTROL
 AI4352  ______________________________________________________________________
 AI4352* NAD 83(2011) POSITION- 39 37 56.23392(N) 075 15 41.55648(W)   ADJUSTED
 AI4352* NAD 83(2011) ELLIP HT-     5.969 (meters)        (06/27/12)   ADJUSTED
 AI4352* NAD 83(2011) EPOCH   -  2010.00
 AI4352* NAVD 88 ORTHO HEIGHT -    39.4   (meters)      129.    (feet) GPS OBS
 AI4352  ______________________________________________________________________
 AI4352  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4352  GEOID HEIGHT    -        -33.417 (meters)                     GEOID99
 AI4352  GEOID HEIGHT    -        -33.410 (meters)                     GEOID18
 AI4352  NAD 83(2011) X  -  1,251,391.716 (meters)                     COMP
 AI4352  NAD 83(2011) Y  - -4,757,011.071 (meters)                     COMP
 AI4352  NAD 83(2011) Z  -  4,046,629.659 (meters)                     COMP
 AI4352  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 AI4352
 AI4352  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4352  Standards:
 AI4352         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4352            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4352  -------------------------------------------------------------------
 AI4352  NETWORK    0.56   0.90           0.26   0.18   0.46      0.01294052
 AI4352  -------------------------------------------------------------------
 AI4352  Click here for local accuracies and other accuracy information.
 AI4352
 AI4352.The horizontal coordinates were established by GPS observations
 AI4352.and adjusted by the National Geodetic Survey in June 2012.
 AI4352
 AI4352.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4352.been affixed to the stable North American tectonic plate. See 
 AI4352.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4352
 AI4352.The horizontal coordinates are valid at the epoch date displayed above
 AI4352.which is a decimal equivalence of Year/Month/Day.
 AI4352
 AI4352.The orthometric height was determined by GPS observations and a
 AI4352.high-resolution geoid model.
 AI4352
 AI4352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4352.GEOID18 height accuracy estimate available here.
 AI4352
 AI4352.Click photographs - Photos may exist for this station.
 AI4352
 AI4352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4352
 AI4352.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4352
 AI4352.The ellipsoidal height was determined by GPS observations
 AI4352.and is referenced to NAD 83.
 AI4352
 AI4352. The following values were computed from the NAD 83(2011) position.
 AI4352
 AI4352;                    North         East     Units Scale Factor Converg.
 AI4352;SPC NJ       -    88,968.058    84,627.564   MT  0.99995260   -0 29 08.8
 AI4352;SPC NJ       -   291,889.37    277,648.93   sFT  0.99995260   -0 29 08.8
 AI4352;UTM  18      - 4,386,978.668   477,555.424   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7755586978(NAD 83)
 AI4352
 AI4352                          SUPERSEDED SURVEY CONTROL
 AI4352
 AI4352  NAD 83(2007)-  39 37 56.23424(N)    075 15 41.55719(W) AD(2002.00) 0
 AI4352  ELLIP H (02/10/07)    5.982  (m)                       GP(2002.00)    
 AI4352  ELLIP H (09/25/02)    5.988  (m)                       GP(       ) 4 1
 AI4352  NAD 83(1996)-  39 37 56.23419(N)    075 15 41.55728(W) AD(       ) 1
 AI4352  ELLIP H (03/31/00)    5.990  (m)                       GP(       ) 3 1
 AI4352
 AI4352.Superseded values are not recommended for survey control.
 AI4352
 AI4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4352.See file dsdata.pdf to determine how the superseded data were derived.
 AI4352
 AI4352_MARKER: DD = SURVEY DISK
 AI4352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4352_STAMPING: 18001
 AI4352_MARK LOGO: NJGS
 AI4352_PROJECTION: RECESSED 20 CENTIMETERS
 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 - August 13, 2019
 AI4352
 AI4352  HISTORY     - Date     Condition        Report By
 AI4352  HISTORY     - 1941     MONUMENTED       NJGS
 AI4352  HISTORY     - 19990701 GOOD             NJGS
 AI4352  HISTORY     - 20080527 GOOD             UE
 AI4352  HISTORY     - 20190813 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.
 AI4352
 AI4352                          STATION RECOVERY (2008)
 AI4352
 AI4352'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 AI4352'MILEPOST MARKER IS GONE.
 AI4352
 AI4352                          STATION RECOVERY (2019)
 AI4352
 AI4352'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AI4352'THE STATION IS 0.5 M (1.6 FT) NORTH-NORTHEAST OF THE EDGE OF PAVEMENT,
 AI4352'3.7 M (12.1 FT) SOUTH-SOUTHWEST FROM TOP OF BERM AND EDGE OF
 AI4352'AGRICULTURAL FIELD AND 15 CM (6 INCHES) BELOW THE SURFACE.  THE
 AI4352'MILEPOST MAKER 14.5 HAS BEEN MOVED AND IS NO LONGER VALID.  NO SOUTH
 AI4352'JERSEY GAS COMPANY MARKERS WERE FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4075 ***********************************************************************
 JU4075  DESIGNATION -  1801 A
 JU4075  PID         -  JU4075
 JU4075  STATE/COUNTY-  NJ/ATLANTIC
 JU4075  COUNTRY     -  US
 JU4075  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4075
 JU4075                         *CURRENT SURVEY CONTROL
 JU4075  ______________________________________________________________________
 JU4075* NAD 83(1986) POSITION- 39 22 25.     (N) 074 26 31.     (W)   SCALED
 JU4075* NAVD 88 ORTHO HEIGHT -     2.187 (meters)        7.18  (feet) ADJUSTED
 JU4075  ______________________________________________________________________
 JU4075  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 JU4075  DYNAMIC HEIGHT  -          2.185 (meters)        7.17  (feet) COMP
 JU4075  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 JU4075
 JU4075  VERT ORDER      -  SECOND    CLASS I
 JU4075
 JU4075.The horizontal coordinates were scaled from a map and have
 JU4075.an estimated accuracy of +/- 6 seconds.
 JU4075
 JU4075.The orthometric height was determined by differential leveling and
 JU4075.adjusted by the NATIONAL GEODETIC SURVEY
 JU4075.in March 2001.
 JU4075
 JU4075.No vertical observational check was made to the station.
 JU4075
 JU4075.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4075.GEOID18 height accuracy estimate available here.
 JU4075
 JU4075.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ480583(NAD 83)
 JU4075
 JU4075                          SUPERSEDED SURVEY CONTROL
 JU4075
 JU4075  NAVD 88 (06/15/91)    2.181  (m)            7.16   (f) SUPERSEDED  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
 JU4075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4075.See file dsdata.pdf to determine how the superseded data were derived.
 JU4075
 JU4075_STAMPING: 1801 A
 JU4075_MARK LOGO: NJGS
 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  HISTORY     - 20170306 MARK NOT FOUND   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.
 JU4075
 JU4075                          STATION RECOVERY (2017)
 JU4075
 JU4075'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4075'THE AREA HAS BEEN COMPLETELY RECONSTRUCTED, THE REMAINING TIES PUT THE
 JU4075'STATION UNDER THE PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0177 ***********************************************************************
 KV0177  DESIGNATION -  181.65 DLWRR
 KV0177  PID         -  KV0177
 KV0177  STATE/COUNTY-  NJ/PASSAIC
 KV0177  COUNTRY     -  US
 KV0177  USGS QUAD   -  POMPTON PLAINS (2016)
 KV0177
 KV0177                         *CURRENT SURVEY CONTROL
 KV0177  ______________________________________________________________________
 KV0177* NAD 83(1986) POSITION- 40 54 32.     (N) 074 15 08.     (W)   SCALED
 KV0177* NAVD 88 ORTHO HEIGHT -    55.040 (meters)      180.58  (feet) ADJUSTED
 KV0177  ______________________________________________________________________
 KV0177  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 KV0177  DYNAMIC HEIGHT  -         55.017 (meters)      180.50  (feet) COMP
 KV0177  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 KV0177
 KV0177  VERT ORDER      -  FIRST     CLASS II
 KV0177
 KV0177.The horizontal coordinates were scaled from a map and have
 KV0177.an estimated accuracy of +/- 6 seconds.
 KV0177
 KV0177.The orthometric height was determined by differential leveling and
 KV0177.adjusted by the NATIONAL GEODETIC SURVEY
 KV0177.in June 1991.
 KV0177
 KV0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0177.GEOID18 height accuracy estimate available here.
 KV0177
 KV0177.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL629289(NAD 83)
 KV0177
 KV0177                          SUPERSEDED SURVEY CONTROL
 KV0177
 KV0177  NGVD 29 (11/26/84)   55.322  (m)          181.50   (f) ADJUSTED    1 2
 KV0177
 KV0177.Superseded values are not recommended for survey control.
 KV0177
 KV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0177.See file dsdata.pdf to determine how the superseded data were derived.
 KV0177
 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 = JULY 24, 2026 22:12:30 EDT
 JU0515 ***********************************************************************
 JU0515  DESIGNATION -  1814
 JU0515  PID         -  JU0515
 JU0515  STATE/COUNTY-  NJ/ATLANTIC
 JU0515  COUNTRY     -  US
 JU0515  USGS QUAD   -  MAYS LANDING (2019)
 JU0515
 JU0515                         *CURRENT SURVEY CONTROL
 JU0515  ______________________________________________________________________
 JU0515* NAD 83(1986) POSITION- 39 28 48.     (N) 074 42 24.     (W)   SCALED
 JU0515* NAVD 88 ORTHO HEIGHT -    11.370 (meters)       37.30  (feet) ADJUSTED
 JU0515  ______________________________________________________________________
 JU0515  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 JU0515  DYNAMIC HEIGHT  -         11.364 (meters)       37.28  (feet) COMP
 JU0515  MODELED GRAVITY -    980,123.9   (mgal)                       NAVD 88
 JU0515
 JU0515  VERT ORDER      -  SECOND    CLASS 0
 JU0515
 JU0515.The horizontal coordinates were scaled from a map and have
 JU0515.an estimated accuracy of +/- 6 seconds.
 JU0515
 JU0515.The orthometric height was determined by differential leveling and
 JU0515.adjusted by the NATIONAL GEODETIC SURVEY
 JU0515.in June 1991.
 JU0515
 JU0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0515.GEOID18 height accuracy estimate available here.
 JU0515
 JU0515.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ252700(NAD 83)
 JU0515
 JU0515                          SUPERSEDED SURVEY CONTROL
 JU0515
 JU0515  NGVD 29 (11/26/84)   11.751  (m)           38.55   (f) ADJUSTED    2 0
 JU0515
 JU0515.Superseded values are not recommended for survey control.
 JU0515
 JU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0515.See file dsdata.pdf to determine how the superseded data were derived.
 JU0515
 JU0515_MARKER: DD = SURVEY DISK
 JU0515_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0515_STAMPING: 1814
 JU0515_MARK LOGO: CGS+SS
 JU0515_PROJECTION: PROJECTING
 JU0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0515
 JU0515  HISTORY     - Date     Condition        Report By
 JU0515  HISTORY     - 1934     MONUMENTED       NJGS
 JU0515  HISTORY     - 1961     GOOD             CGS
 JU0515  HISTORY     - 20010821 MARK NOT FOUND   NJGS
 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.
 JU0515
 JU0515                          STATION RECOVERY (2001)
 JU0515
 JU0515'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (EJO)
 JU0515'THE TIES FOR THIS DISK ARE INADEQUATE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0134 ***********************************************************************
 KV0134  DESIGNATION -  182
 KV0134  PID         -  KV0134
 KV0134  STATE/COUNTY-  NJ/BERGEN
 KV0134  COUNTRY     -  US
 KV0134  USGS QUAD   -  WEEHAWKEN (2016)
 KV0134
 KV0134                         *CURRENT SURVEY CONTROL
 KV0134  ______________________________________________________________________
 KV0134* NAD 83(1986) POSITION- 40 50 40.     (N) 074 05 14.     (W)   SCALED
 KV0134* NAVD 88 ORTHO HEIGHT -    55.06  (+/-2cm)      180.6   (feet) VERTCON3
 KV0134  ______________________________________________________________________
 KV0134  GEOID HEIGHT    -        -32.031 (meters)                     GEOID18
 KV0134  VERT ORDER      -  ? (See Below)
 KV0134
 KV0134.The horizontal coordinates were scaled from a 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
 KV0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0134.GEOID18 height accuracy estimate available here.
 KV0134
 KV0134.The vertical order pertains to the NGVD 29 superseded value.
 KV0134
 KV0134.Click photographs - Photos may exist for this station.
 KV0134
 KV0134;                    North         East    Units  Estimated Accuracy
 KV0134;SPC NJ       -   223,360.      184,810.      MT  (+/- 180 meters Scaled)
 KV0134
 KV0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769218(NAD 83)
 KV0134
 KV0134                          SUPERSEDED SURVEY CONTROL
 KV0134
 KV0134  NGVD 29 (11/26/84)   55.369  (m)          181.66   (f) ADJUSTED       
 KV0134
 KV0134.Superseded values are not recommended for survey control.
 KV0134
 KV0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0134.See file dsdata.pdf to determine how the superseded data were derived.
 KV0134
 KV0134_MARKER: X = CHISELED CROSS
 KV0134_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0134_SP_SET: STEP
 KV0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0134
 KV0134  HISTORY     - Date     Condition        Report By
 KV0134  HISTORY     - 1933     MONUMENTED       NONE
 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 = JULY 24, 2026 22:12:30 EDT
 DN8300 ***********************************************************************
 DN8300  DESIGNATION -  1821
 DN8300  PID         -  DN8300
 DN8300  STATE/COUNTY-  NJ/ATLANTIC
 DN8300  COUNTRY     -  US
 DN8300  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8300
 DN8300                         *CURRENT SURVEY CONTROL
 DN8300  ______________________________________________________________________
 DN8300* NAD 83(1986) POSITION- 39 27 12.     (N) 074 35 41.     (W)   SCALED
 DN8300* NAVD 88 ORTHO HEIGHT -    20.937 (meters)       68.69  (feet) ADJUSTED
 DN8300  ______________________________________________________________________
 DN8300  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 DN8300  DYNAMIC HEIGHT  -         20.927 (meters)       68.66  (feet) COMP
 DN8300  MODELED GRAVITY -    980,124.6   (mgal)                       NAVD 88
 DN8300
 DN8300  VERT ORDER      -  FIRST     CLASS II
 DN8300
 DN8300.The horizontal coordinates were scaled from a map and have
 DN8300.an estimated accuracy of +/- 6 seconds.
 DN8300
 DN8300.The orthometric height was determined by differential leveling and
 DN8300.adjusted by the NATIONAL GEODETIC SURVEY
 DN8300.in April 2013.
 DN8300
 DN8300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8300.GEOID18 height accuracy estimate available here.
 DN8300
 DN8300.Click photographs - Photos may exist for this station.
 DN8300
 DN8300.The dynamic height is computed by dividing the NAVD 88
 DN8300.geopotential number by the normal gravity value computed on the
 DN8300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8300.degrees latitude (g = 980.6199 gals.).
 DN8300
 DN8300.The modeled gravity was interpolated from observed gravity values.
 DN8300
 DN8300;                    North         East    Units  Estimated Accuracy
 DN8300;SPC NJ       -    68,830.      141,850.      MT  (+/- 180 meters Scaled)
 DN8300
 DN8300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ348671(NAD 83)
 DN8300
 DN8300                          SUPERSEDED SURVEY CONTROL
 DN8300
 DN8300.No superseded survey control is available for this station.
 DN8300
 DN8300_MARKER: DD = SURVEY DISK
 DN8300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8300_STAMPING: 1821
 DN8300_MARK LOGO: NJDCED
 DN8300_PROJECTION: FLUSH
 DN8300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8300+STABILITY: SURFACE MOTION
 DN8300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8300+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DN8300
 DN8300  HISTORY     - Date     Condition        Report By
 DN8300  HISTORY     - 1934     MONUMENTED       NJDCED
 DN8300  HISTORY     - 20100524 GOOD             NJGS
 DN8300
 DN8300                          STATION DESCRIPTION
 DN8300
 DN8300'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DN8300'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP, ON THE WEST-NORTHWEST
 DN8300'SIDE OF ENGLISH CREEK ROAD, AT THE SOUTHEAST CORNER OF THE LAUREL
 DN8300'MEMORIAL CEMETERY.
 DN8300'
 DN8300'TO REACH THE STATION FROM THE JUNCTION OF TILTON ROAD (COUNTY ROAD
 DN8300'563) AND ENGLISH CREEK ROAD, GO ABOUT 0.3 MI (0.5 KM) SOUTH-SOUTHWEST
 DN8300'ON ENGLISH CREEK ROAD TO THE STATION ON THE RIGHT.
 DN8300'
 DN8300'THE STATION IS 21.0 FT (6.4 M) NORTHWEST OF THE CENTERLINE OF ENGLISH
 DN8300'CREEK ROAD, 160 FT (48.8 M) WEST OF POLE NUMBER P15057, 139 FT (42.4
 DN8300'M) NORTH OF POLE NUMBER P15056, 30.9 FT (9.4 M) SOUTHWEST OF THE
 DN8300'CENTERLINE OF THE DRIVEWAY LEADING TO THE CEMETERY, 139.9 FT (42.6 M)
 DN8300'SOUTHWEST FROM THE CORNER OF THE HEADSTONE FOR DIAMANTIS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6578 ***********************************************************************
 DK6578  DESIGNATION -  18254
 DK6578  PID         -  DK6578
 DK6578  STATE/COUNTY-  NJ/MONMOUTH
 DK6578  COUNTRY     -  US
 DK6578  USGS QUAD   -  FREEHOLD (2019)
 DK6578
 DK6578                         *CURRENT SURVEY CONTROL
 DK6578  ______________________________________________________________________
 DK6578* NAD 83(1986) POSITION- 40 15 11.89   (N) 074 16 26.27   (W)   HD_HELD1
 DK6578* NAVD 88 ORTHO HEIGHT -    53.132 (meters)      174.32  (feet) ADJUSTED
 DK6578  ______________________________________________________________________
 DK6578  GEOID HEIGHT    -        -32.355 (meters)                     GEOID18
 DK6578  DYNAMIC HEIGHT  -         53.110 (meters)      174.25  (feet) COMP
 DK6578  MODELED GRAVITY -    980,215.0   (mgal)                       NAVD 88
 DK6578
 DK6578  VERT ORDER      -  SECOND    CLASS II
 DK6578
 DK6578.The horizontal coordinates were determined by differentially corrected
 DK6578.hand held GPS observations or other comparable positioning techniques
 DK6578.and have an estimated accuracy of +/- 3 meters.
 DK6578
 DK6578.The orthometric height was determined by differential leveling and
 DK6578.adjusted by the NATIONAL GEODETIC SURVEY
 DK6578.in May 2011.
 DK6578
 DK6578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6578.GEOID18 height accuracy estimate available here.
 DK6578
 DK6578.Click photographs - Photos may exist for this station.
 DK6578
 DK6578.The dynamic height is computed by dividing the NAVD 88
 DK6578.geopotential number by the normal gravity value computed on the
 DK6578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6578.degrees latitude (g = 980.6199 gals.).
 DK6578
 DK6578.The modeled gravity was interpolated from observed gravity values.
 DK6578
 DK6578;                    North         East    Units  Estimated Accuracy
 DK6578;SPC NJ       -   157,662.1     169,228.7     MT  (+/- 3 meters HH1 GPS) 
 DK6578
 DK6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6174456124(NAD 83)
 DK6578
 DK6578                          SUPERSEDED SURVEY CONTROL
 DK6578
 DK6578.No superseded survey control is available for this station.
 DK6578
 DK6578_MARKER: DD = SURVEY DISK
 DK6578_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6578_SP_SET: CURB
 DK6578_STAMPING: 18254
 DK6578_MARK LOGO: NJDCED
 DK6578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6578+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2022
 DK6578
 DK6578  HISTORY     - Date     Condition        Report By
 DK6578  HISTORY     - UNK      MONUMENTED       NJDCED
 DK6578  HISTORY     - 20061102 GOOD             NJGS
 DK6578  HISTORY     - 20220819 GOOD             NJGS
 DK6578
 DK6578                          STATION DESCRIPTION
 DK6578
 DK6578'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6578'THE STATION IS LOCATED IN THE BOROUGH OF FREEHOLD.  SET IN THE WEST
 DK6578'CURB OF SOUTH STREET (NJ ROUTE 79) AT THE NORTHWEST CORNER OF NJ ROUTE
 DK6578'79 AND HULL AVENUE.
 DK6578'
 DK6578'TO REACH THE STATION FROM THE JUNCTION OF SOUTH STREET (NJ ROUTE 79)
 DK6578'AND PARK AVENUE (NJ ROUTE 33 BUSINESS), GO 0.2 MI (0.32 KM) NORTH ON
 DK6578'ROUTE 79 TO THE STATION ON THE LEFT.
 DK6578'
 DK6578'THE STATION IS IN FRONT OF HOUSE NUMBER 116 (2.5 STORY FRAME), 6.2 M
 DK6578'(20.3 FT) NORTH OF POLE NUMBER BT90031F, 11.3 M (37.1 FT) SOUTHEAST OF
 DK6578'THE SOUTHEAST CORNER OF HOUSE NUMBER 116, 19.6 M (64.3 FT) SOUTH OF A
 DK6578'FIRE HYDRANT, 7.2 M (23.6 FT) SOUTH OF THE CENTERLINE OF THE WALKWAY
 DK6578'TO HOUSE NUMBER 116, 52.0 FT (15.8 M) NORTH OF THE CENTERLINE OF HULL
 DK6578'STREET, 87.4 FT (26.6 M) SOUTH OF POLE NUMBER 90052F, 84.0 FT (25.6 M)
 DK6578'SOUTH OF THE CENTERLINE OF UNION STREET EXTENDED.
 DK6578
 DK6578                          STATION RECOVERY (2022)
 DK6578
 DK6578'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6571 ***********************************************************************
 DK6571  DESIGNATION -  18279
 DK6571  PID         -  DK6571
 DK6571  STATE/COUNTY-  NJ/MONMOUTH
 DK6571  COUNTRY     -  US
 DK6571  USGS QUAD   -  FREEHOLD (2019)
 DK6571
 DK6571                         *CURRENT SURVEY CONTROL
 DK6571  ______________________________________________________________________
 DK6571* NAD 83(1986) POSITION- 40 15 36.     (N) 074 17 16.     (W)   SCALED
 DK6571* NAVD 88 ORTHO HEIGHT -    51.075 (meters)      167.57  (feet) ADJUSTED
 DK6571  ______________________________________________________________________
 DK6571  GEOID HEIGHT    -        -32.349 (meters)                     GEOID18
 DK6571  DYNAMIC HEIGHT  -         51.054 (meters)      167.50  (feet) COMP
 DK6571  MODELED GRAVITY -    980,216.2   (mgal)                       NAVD 88
 DK6571
 DK6571  VERT ORDER      -  SECOND    CLASS II
 DK6571
 DK6571.The horizontal coordinates were scaled from a map and have
 DK6571.an estimated accuracy of +/- 6 seconds.
 DK6571
 DK6571.The orthometric height was determined by differential leveling and
 DK6571.adjusted by the NATIONAL GEODETIC SURVEY
 DK6571.in May 2011.
 DK6571
 DK6571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6571.GEOID18 height accuracy estimate available here.
 DK6571
 DK6571.Click photographs - Photos may exist for this station.
 DK6571
 DK6571.The dynamic height is computed by dividing the NAVD 88
 DK6571.geopotential number by the normal gravity value computed on the
 DK6571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6571.degrees latitude (g = 980.6199 gals.).
 DK6571
 DK6571.The modeled gravity was interpolated from observed gravity values.
 DK6571
 DK6571;                    North         East    Units  Estimated Accuracy
 DK6571;SPC NJ       -   158,400.      168,050.      MT  (+/- 180 meters Scaled)
 DK6571
 DK6571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605568(NAD 83)
 DK6571
 DK6571                          SUPERSEDED SURVEY CONTROL
 DK6571
 DK6571.No superseded survey control is available for this station.
 DK6571
 DK6571_MARKER: DD = SURVEY DISK
 DK6571_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6571_SP_SET: CURB
 DK6571_STAMPING: 18279
 DK6571_MARK LOGO: NJDCED
 DK6571_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6571+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DK6571
 DK6571  HISTORY     - Date     Condition        Report By
 DK6571  HISTORY     - UNK      MONUMENTED       NJDCED
 DK6571  HISTORY     - 20061102 POOR             NJGS
 DK6571
 DK6571                          STATION DESCRIPTION
 DK6571
 DK6571'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6571'THE STATION IS LOCATED IN FREEHOLD BOROUGH, IN A CURB ON THE NORTHEAST
 DK6571'CORNER OF THE JUNCTION OF MANALAPAN AVENUE AND FRANCIS DRIVE.
 DK6571'
 DK6571'TO REACH THE STATION FROM THE JUNCTION OF WEST MAIN STREET (COUNTY
 DK6571'ROUTE 537) AND MANALAPAN AVENUE, GO ABOUT 0.5 MI (0.8 KM)
 DK6571'WEST-NORTHWEST ON MANALAPAN AVENUE TO THE STATION ON THE RIGHT.
 DK6571'
 DK6571'THE STATION IS 5.7 M (18.7 FT) NORTHEAST OF THE CENTERLINE OF
 DK6571'MANALAPAN AVENUE, 2.0 M (6.6 FT) NORTHWEST OF THE CENTERLINE EXTENDED
 DK6571'OF FRANCIS DRIVE, 20.1 M (65.9 FT) EAST OF A FIRE HYDRANT, 11.0 M
 DK6571'(36.1 FT) SOUTHEAST OF POLE NUMBER BT811F.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6570 ***********************************************************************
 DK6570  DESIGNATION -  18280
 DK6570  PID         -  DK6570
 DK6570  STATE/COUNTY-  NJ/MONMOUTH
 DK6570  COUNTRY     -  US
 DK6570  USGS QUAD   -  FREEHOLD (2019)
 DK6570
 DK6570                         *CURRENT SURVEY CONTROL
 DK6570  ______________________________________________________________________
 DK6570* NAD 83(1986) POSITION- 40 15 31.     (N) 074 17 03.     (W)   SCALED
 DK6570* NAVD 88 ORTHO HEIGHT -    54.326 (meters)      178.23  (feet) ADJUSTED
 DK6570  ______________________________________________________________________
 DK6570  GEOID HEIGHT    -        -32.349 (meters)                     GEOID18
 DK6570  DYNAMIC HEIGHT  -         54.303 (meters)      178.16  (feet) COMP
 DK6570  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 DK6570
 DK6570  VERT ORDER      -  SECOND    CLASS II
 DK6570
 DK6570.The horizontal coordinates were scaled from a map and have
 DK6570.an estimated accuracy of +/- 6 seconds.
 DK6570
 DK6570.The orthometric height was determined by differential leveling and
 DK6570.adjusted by the NATIONAL GEODETIC SURVEY
 DK6570.in May 2011.
 DK6570
 DK6570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6570.GEOID18 height accuracy estimate available here.
 DK6570
 DK6570.Click photographs - Photos may exist for this station.
 DK6570
 DK6570.The dynamic height is computed by dividing the NAVD 88
 DK6570.geopotential number by the normal gravity value computed on the
 DK6570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6570.degrees latitude (g = 980.6199 gals.).
 DK6570
 DK6570.The modeled gravity was interpolated from observed gravity values.
 DK6570
 DK6570;                    North         East    Units  Estimated Accuracy
 DK6570;SPC NJ       -   158,250.      168,360.      MT  (+/- 180 meters Scaled)
 DK6570
 DK6570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608567(NAD 83)
 DK6570
 DK6570                          SUPERSEDED SURVEY CONTROL
 DK6570
 DK6570.No superseded survey control is available for this station.
 DK6570
 DK6570_MARKER: DD = SURVEY DISK
 DK6570_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6570_SP_SET: CURB
 DK6570_STAMPING: 18280
 DK6570_MARK LOGO: NJDCED
 DK6570_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6570+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2022
 DK6570
 DK6570  HISTORY     - Date     Condition        Report By
 DK6570  HISTORY     - UNK      MONUMENTED       NJDCED
 DK6570  HISTORY     - 20061102 GOOD             NJGS
 DK6570  HISTORY     - 20221104 GOOD             NJGS
 DK6570
 DK6570                          STATION DESCRIPTION
 DK6570
 DK6570'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6570'THE STATION IS LOCATED IN FREEHOLD BOROUGH, IN A CURB ON THE SOUTHEAST
 DK6570'CORNER OF THE JUNCTION OF MANALAPAN AVENUE AND ANN STREET.
 DK6570'
 DK6570'TO REACH THE STATION FROM THE JUNCTION OF WEST MAIN STREET (COUNTY
 DK6570'ROUTE 537) AND MANALAPAN AVENUE, GO ABOUT 0.3 MI (0.5 KM)
 DK6570'WEST-NORTHWEST ON MANALAPAN AVENUE TO THE STATION ON THE LEFT.
 DK6570'
 DK6570'THE STATION IS 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF MANALAPAN
 DK6570'AVENUE, 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF ANN STREET, 1.0 M
 DK6570'(3.3 FT) NORTHEAST OF POLE NUMBER BT97820F, 12.9 M (42.3 FT) EAST OF A
 DK6570'FIRE HYDRANT.
 DK6570
 DK6570                          STATION RECOVERY (2022)
 DK6570
 DK6570'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6569 ***********************************************************************
 DK6569  DESIGNATION -  18281
 DK6569  PID         -  DK6569
 DK6569  STATE/COUNTY-  NJ/MONMOUTH
 DK6569  COUNTRY     -  US
 DK6569  USGS QUAD   -  FREEHOLD (2019)
 DK6569
 DK6569                         *CURRENT SURVEY CONTROL
 DK6569  ______________________________________________________________________
 DK6569* NAD 83(1986) POSITION- 40 15 27.96   (N) 074 16 53.48   (W)   HD_HELD1
 DK6569* NAVD 88 ORTHO HEIGHT -    58.126 (meters)      190.70  (feet) ADJUSTED
 DK6569  ______________________________________________________________________
 DK6569  GEOID HEIGHT    -        -32.350 (meters)                     GEOID18
 DK6569  DYNAMIC HEIGHT  -         58.103 (meters)      190.63  (feet) COMP
 DK6569  MODELED GRAVITY -    980,215.8   (mgal)                       NAVD 88
 DK6569
 DK6569  VERT ORDER      -  SECOND    CLASS II
 DK6569
 DK6569.The horizontal coordinates were determined by differentially corrected
 DK6569.hand held GPS observations or other comparable positioning techniques
 DK6569.and have an estimated accuracy of +/- 3 meters.
 DK6569
 DK6569.The orthometric height was determined by differential leveling and
 DK6569.adjusted by the NATIONAL GEODETIC SURVEY
 DK6569.in May 2011.
 DK6569
 DK6569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6569.GEOID18 height accuracy estimate available here.
 DK6569
 DK6569.Click photographs - Photos may exist for this station.
 DK6569
 DK6569.The dynamic height is computed by dividing the NAVD 88
 DK6569.geopotential number by the normal gravity value computed on the
 DK6569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6569.degrees latitude (g = 980.6199 gals.).
 DK6569
 DK6569.The modeled gravity was interpolated from observed gravity values.
 DK6569
 DK6569;                    North         East    Units  Estimated Accuracy
 DK6569;SPC NJ       -   158,156.1     168,584.5     MT  (+/- 3 meters HH1 GPS) 
 DK6569
 DK6569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6109856614(NAD 83)
 DK6569
 DK6569                          SUPERSEDED SURVEY CONTROL
 DK6569
 DK6569.No superseded survey control is available for this station.
 DK6569
 DK6569_MARKER: DD = SURVEY DISK
 DK6569_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6569_SP_SET: CURB
 DK6569_STAMPING: 18281
 DK6569_MARK LOGO: NJDCED
 DK6569_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6569+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DK6569
 DK6569  HISTORY     - Date     Condition        Report By
 DK6569  HISTORY     - UNK      MONUMENTED       NJDCED
 DK6569  HISTORY     - 20061102 GOOD             NJGS
 DK6569
 DK6569                          STATION DESCRIPTION
 DK6569
 DK6569'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6569'THE STATION IS LOCATED IN FREEHOLD BOROUGH, IN A CURB ON THE NORTHEAST
 DK6569'SIDE OF MANALAPAN AVENUE.
 DK6569'
 DK6569'TO REACH THE STATION FROM THE JUNCTION OF WEST MAIN STREET (COUNTY
 DK6569'ROUTE 537) AND MANALAPAN AVENUE, GO ABOUT 0.15 MI (0.24 KM)
 DK6569'WEST-NORTHWEST ON MANALAPAN AVENUE TO THE STATION ON THE RIGHT.
 DK6569'
 DK6569'THE STATION IS 29.0 M (95.1 FT) NORTHWEST OF POLE NUMBER BT8271/1, 5.3
 DK6569'M (17.4 FT) NORTHEAST OF THE CENTERLINE OF MANALAPAN AVENUE, 1.3 M
 DK6569'(4.3 FT) SOUTHWEST OF POLE NUMBER BT827F.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0182 ***********************************************************************
 KV0182  DESIGNATION -  183.99 DLWRR
 KV0182  PID         -  KV0182
 KV0182  STATE/COUNTY-  NJ/PASSAIC
 KV0182  COUNTRY     -  US
 KV0182  USGS QUAD   -  POMPTON PLAINS (2016)
 KV0182
 KV0182                         *CURRENT SURVEY CONTROL
 KV0182  ______________________________________________________________________
 KV0182* NAD 83(1986) POSITION- 40 54 56.     (N) 074 15 56.     (W)   SCALED
 KV0182* NAVD 88 ORTHO HEIGHT -    55.804 (meters)      183.08  (feet) ADJUSTED
 KV0182  ______________________________________________________________________
 KV0182  GEOID HEIGHT    -        -32.418 (meters)                     GEOID18
 KV0182  DYNAMIC HEIGHT  -         55.781 (meters)      183.01  (feet) COMP
 KV0182  MODELED GRAVITY -    980,204.3   (mgal)                       NAVD 88
 KV0182
 KV0182  VERT ORDER      -  FIRST     CLASS II
 KV0182
 KV0182.The horizontal coordinates were scaled from a map and have
 KV0182.an estimated accuracy of +/- 6 seconds.
 KV0182
 KV0182.The orthometric height was determined by differential leveling and
 KV0182.adjusted by the NATIONAL GEODETIC SURVEY
 KV0182.in June 1991.
 KV0182
 KV0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0182.GEOID18 height accuracy estimate available here.
 KV0182
 KV0182.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL618296(NAD 83)
 KV0182
 KV0182                          SUPERSEDED SURVEY CONTROL
 KV0182
 KV0182  NGVD 29 (11/26/84)   56.085  (m)          184.01   (f) ADJUSTED    1 2
 KV0182
 KV0182.Superseded values are not recommended for survey control.
 KV0182
 KV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0182.See file dsdata.pdf to determine how the superseded data were derived.
 KV0182
 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  HISTORY     - 20210218 MARK NOT FOUND   NJGS
 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.
 KV0182
 KV0182                          STATION RECOVERY (2021)
 KV0182
 KV0182'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0182'IF CONCRETE IS THE SAME FROM ORIGINAL DESCRIPTION FROM 1934, CHISELED
 KV0182'SQUARE WOULD NOT BE USEABLE FOR GPS USEABLE AS IT IS UNDER THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0516 ***********************************************************************
 JU0516  DESIGNATION -  1830
 JU0516  PID         -  JU0516
 JU0516  STATE/COUNTY-  NJ/ATLANTIC
 JU0516  COUNTRY     -  US
 JU0516  USGS QUAD   -  MAYS LANDING (2019)
 JU0516
 JU0516                         *CURRENT SURVEY CONTROL
 JU0516  ______________________________________________________________________
 JU0516* NAD 83(1986) POSITION- 39 29 21.7    (N) 074 41 46.8    (W)   HD_HELD2
 JU0516* NAVD 88 ORTHO HEIGHT -    14.806 (meters)       48.58  (feet) ADJUSTED
 JU0516  ______________________________________________________________________
 JU0516  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 JU0516  DYNAMIC HEIGHT  -         14.799 (meters)       48.55  (feet) COMP
 JU0516  MODELED GRAVITY -    980,124.7   (mgal)                       NAVD 88
 JU0516
 JU0516  VERT ORDER      -  FIRST     CLASS I
 JU0516
 JU0516.The horizontal coordinates were established by autonomous hand held GPS
 JU0516.observations and have an estimated accuracy of +/- 10 meters.
 JU0516
 JU0516.The orthometric height was determined by differential leveling and
 JU0516.adjusted by the NATIONAL GEODETIC SURVEY
 JU0516.in June 1991.
 JU0516
 JU0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0516.GEOID18 height accuracy estimate available here.
 JU0516
 JU0516.Click photographs - Photos may exist for this station.
 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       -    72,842.      133,112.      MT  (+/- 10 meters HH2 GPS)
 JU0516
 JU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2611271127(NAD 83)
 JU0516
 JU0516                          SUPERSEDED SURVEY CONTROL
 JU0516
 JU0516  NGVD 29 (11/26/84)   15.185  (m)           49.82   (f) ADJUSTED    2 0
 JU0516
 JU0516.Superseded values are not recommended for survey control.
 JU0516
 JU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0516.See file dsdata.pdf to determine how the superseded data were derived.
 JU0516
 JU0516_MARKER: DD = SURVEY DISK
 JU0516_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0516_STAMPING: 1830
 JU0516_MARK LOGO: CGS+SS
 JU0516_PROJECTION: PROJECTING 15 CENTIMETERS
 JU0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0516+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 JU0516
 JU0516  HISTORY     - Date     Condition        Report By
 JU0516  HISTORY     - 1934     MONUMENTED       NJGS
 JU0516  HISTORY     - 1961     GOOD             CGS
 JU0516  HISTORY     - 20040925 POOR             GEOCAC
 JU0516  HISTORY     - 20070817 POOR             NJGS
 JU0516  HISTORY     - 20120314 POOR             INDIV
 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.
 JU0516
 JU0516                          STATION RECOVERY (2007)
 JU0516
 JU0516'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU0516'RECOVERED IN GOOD CONDITION.
 JU0516'
 JU0516'NOTE-ADDITIONS.  THE STATION IS LOCATED IN HAMILTON TOWNSHIP, TO REACH
 JU0516'THE STATION FROM THE JUNCTION OF US HIGHWAY 322 AND NJ STATE ROUTE 50
 JU0516'(SOUTH PHILADELPHIA AVENUE), GO ABOUT 1.2 MI (1.9 KM) NORTHEAST ON
 JU0516'ROUTE 50 TO THE STATION ON THE RIGHT.
 JU0516'
 JU0516'THE STATION IS ALSO 91.6 FT (27.9 M) SOUTH OF POLE NUMBER H3658 AND
 JU0516'169.0 FT (51.5 M) EAST OF POLE NUMBER H3660.
 JU0516
 JU0516                          STATION RECOVERY (2012)
 JU0516
 JU0516'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0516'RECOVERED AS DESCRIBED. THE STATION APPEARS TO HAVE BEEN DAMAGED BY
 JU0516'MOWERS AND THE STAMPING IS UNREADABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0490 ***********************************************************************
 JU0490  DESIGNATION -  1833
 JU0490  PID         -  JU0490
 JU0490  STATE/COUNTY-  NJ/ATLANTIC
 JU0490  COUNTRY     -  US
 JU0490  USGS QUAD   -  OCEAN CITY (2019)
 JU0490
 JU0490                         *CURRENT SURVEY CONTROL
 JU0490  ______________________________________________________________________
 JU0490* NAD 83(1986) POSITION- 39 18 53.     (N) 074 35 43.     (W)   SCALED
 JU0490* NAVD 88 ORTHO HEIGHT -     8.970 (meters)       29.43  (feet) ADJUSTED
 JU0490  ______________________________________________________________________
 JU0490  GEOID HEIGHT    -        -34.448 (meters)                     GEOID18
 JU0490  DYNAMIC HEIGHT  -          8.965 (meters)       29.41  (feet) COMP
 JU0490  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 JU0490
 JU0490  VERT ORDER      -  FIRST     CLASS I
 JU0490
 JU0490.The horizontal coordinates were scaled from a map and have
 JU0490.an estimated accuracy of +/- 6 seconds.
 JU0490
 JU0490.The orthometric height was determined by differential leveling and
 JU0490.adjusted by the NATIONAL GEODETIC SURVEY
 JU0490.in June 1991.
 JU0490
 JU0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0490.GEOID18 height accuracy estimate available here.
 JU0490
 JU0490.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ348517(NAD 83)
 JU0490
 JU0490                          SUPERSEDED SURVEY CONTROL
 JU0490
 JU0490  NGVD 29 (04/16/92)    9.365  (m)           30.73   (f) ADJUSTED    1 1
 JU0490  NGVD 29 (01/10/92)    9.365  (m)           30.73   (f) SUPERSEDED  1 1
 JU0490  NGVD 29 (??/??/87)    9.365  (m)           30.73   (f) SUPERSEDED  1 1
 JU0490
 JU0490.Superseded values are not recommended for survey control.
 JU0490
 JU0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0490.See file dsdata.pdf to determine how the superseded data were derived.
 JU0490
 JU0490_MARKER: DD = SURVEY DISK
 JU0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0490_STAMPING: 1833
 JU0490_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0489 ***********************************************************************
 JU0489  DESIGNATION -  1834
 JU0489  PID         -  JU0489
 JU0489  STATE/COUNTY-  NJ/ATLANTIC
 JU0489  COUNTRY     -  US
 JU0489  USGS QUAD   -  OCEAN CITY (2019)
 JU0489
 JU0489                         *CURRENT SURVEY CONTROL
 JU0489  ______________________________________________________________________
 JU0489* NAD 83(1986) POSITION- 39 19 10.32   (N) 074 35 29.89   (W)   HD_HELD1
 JU0489* NAVD 88 ORTHO HEIGHT -     7.931 (meters)       26.02  (feet) ADJUSTED
 JU0489  ______________________________________________________________________
 JU0489  GEOID HEIGHT    -        -34.429 (meters)                     GEOID18
 JU0489  DYNAMIC HEIGHT  -          7.927 (meters)       26.01  (feet) COMP
 JU0489  MODELED GRAVITY -    980,105.5   (mgal)                       NAVD 88
 JU0489
 JU0489  VERT ORDER      -  FIRST     CLASS II
 JU0489
 JU0489.The horizontal coordinates were determined by differentially corrected
 JU0489.hand held GPS observations or other comparable positioning techniques
 JU0489.and have an estimated accuracy of +/- 3 meters.
 JU0489
 JU0489.The orthometric height was determined by differential leveling and
 JU0489.adjusted by the NATIONAL GEODETIC SURVEY
 JU0489.in March 2005.
 JU0489
 JU0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0489.GEOID18 height accuracy estimate available here.
 JU0489
 JU0489.Click photographs - Photos may exist for this station.
 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       -    53,975.0     142,098.5     MT  (+/- 3 meters HH1 GPS) 
 JU0489
 JU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3520152316(NAD 83)
 JU0489
 JU0489                          SUPERSEDED SURVEY CONTROL
 JU0489
 JU0489  NAVD 88 (06/15/91)    7.927  (m)           26.01   (f) SUPERSEDED  1 1
 JU0489  NGVD 29 (04/16/92)    8.323  (m)           27.31   (f) ADJUSTED    1 1
 JU0489  NGVD 29 (01/10/92)    8.323  (m)           27.31   (f) SUPERSEDED  1 1
 JU0489  NGVD 29 (??/??/87)    8.323  (m)           27.31   (f) SUPERSEDED  1 1
 JU0489
 JU0489.Superseded values are not recommended for survey control.
 JU0489
 JU0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0489.See file dsdata.pdf to determine how the superseded data were derived.
 JU0489
 JU0489_MARKER: DD = SURVEY DISK
 JU0489_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0489_STAMPING: 1834
 JU0489_MARK LOGO: CGS+SS
 JU0489_PROJECTION: RECESSED 3 CENTIMETERS
 JU0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0489+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 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  HISTORY     - 20090424 GOOD             INDIV
 JU0489  HISTORY     - 20170814 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.
 JU0489
 JU0489                          STATION RECOVERY (2009)
 JU0489
 JU0489'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU0489'RECOVERED IN GOOD CONDITION AT THE SOUTH CORNER OF A PARKING LOT AT
 JU0489'SHORE ROAD AND MARYLAND AVENUE. THE TELEPHONE BOOTH HAS BEEN REMOVED
 JU0489'BUT ITS CONCRETE BASE STILL REMAINS. THE WITNESS POST HAS ALSO BEEN
 JU0489'REMOVED.
 JU0489
 JU0489                          STATION RECOVERY (2017)
 JU0489
 JU0489'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0489'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6034 ***********************************************************************
 KV6034  DESIGNATION -  184
 KV6034  PID         -  KV6034
 KV6034  STATE/COUNTY-  NJ/MERCER
 KV6034  COUNTRY     -  US
 KV6034  USGS QUAD   -  TRENTON WEST (2016)
 KV6034
 KV6034                         *CURRENT SURVEY CONTROL
 KV6034  ______________________________________________________________________
 KV6034* NAD 83(1986) POSITION- 40 13 14.     (N) 074 46 09.     (W)   SCALED
 KV6034* NAVD 88 ORTHO HEIGHT -    14.611 (meters)       47.94  (feet) ADJUSTED
 KV6034  ______________________________________________________________________
 KV6034  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 KV6034  DYNAMIC HEIGHT  -         14.605 (meters)       47.92  (feet) COMP
 KV6034  MODELED GRAVITY -    980,176.4   (mgal)                       NAVD 88
 KV6034
 KV6034  VERT ORDER      -  FIRST     CLASS I
 KV6034
 KV6034.The horizontal coordinates were scaled from a map and have
 KV6034.an estimated accuracy of +/- 6 seconds.
 KV6034
 KV6034.The orthometric height was determined by differential leveling and
 KV6034.adjusted by the NATIONAL GEODETIC SURVEY
 KV6034.in June 1991.
 KV6034
 KV6034.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6034.GEOID18 height accuracy estimate available here.
 KV6034
 KV6034.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK196522(NAD 83)
 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
 KV6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6034.See file dsdata.pdf to determine how the superseded data were derived.
 KV6034
 KV6034_MARKER: DD = SURVEY DISK
 KV6034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DQ8278 ***********************************************************************
 DQ8278  DESIGNATION -  1840 A
 DQ8278  PID         -  DQ8278
 DQ8278  STATE/COUNTY-  NJ/ATLANTIC
 DQ8278  COUNTRY     -  US
 DQ8278  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8278
 DQ8278                         *CURRENT SURVEY CONTROL
 DQ8278  ______________________________________________________________________
 DQ8278* NAD 83(1986) POSITION- 39 23 12.60   (N) 074 31 37.14   (W)   HD_HELD1
 DQ8278* NAVD 88 ORTHO HEIGHT -     7.871 (meters)       25.82  (feet) ADJUSTED
 DQ8278  ______________________________________________________________________
 DQ8278  GEOID HEIGHT    -        -34.197 (meters)                     GEOID18
 DQ8278  DYNAMIC HEIGHT  -          7.867 (meters)       25.81  (feet) COMP
 DQ8278  MODELED GRAVITY -    980,113.8   (mgal)                       NAVD 88
 DQ8278
 DQ8278  VERT ORDER      -  FIRST     CLASS II
 DQ8278
 DQ8278.The horizontal coordinates were determined by differentially corrected
 DQ8278.hand held GPS observations or other comparable positioning techniques
 DQ8278.and have an estimated accuracy of +/- 3 meters.
 DQ8278
 DQ8278.The orthometric height was determined by differential leveling and
 DQ8278.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8278.in August 2018.
 DQ8278
 DQ8278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8278.GEOID18 height accuracy estimate available here.
 DQ8278
 DQ8278.Click photographs - Photos may exist for this station.
 DQ8278
 DQ8278.The dynamic height is computed by dividing the NAVD 88
 DQ8278.geopotential number by the normal gravity value computed on the
 DQ8278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8278.degrees latitude (g = 980.6199 gals.).
 DQ8278
 DQ8278.The modeled gravity was interpolated from observed gravity values.
 DQ8278
 DQ8278;                    North         East    Units  Estimated Accuracy
 DQ8278;SPC NJ       -    61,442.4     147,675.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8278
 DQ8278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4073559812(NAD 83)
 DQ8278
 DQ8278                          SUPERSEDED SURVEY CONTROL
 DQ8278
 DQ8278.No superseded survey control is available for this station.
 DQ8278
 DQ8278_MARKER: DD = SURVEY DISK
 DQ8278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8278_STAMPING: 1840 A
 DQ8278_MARK LOGO: NJDCED
 DQ8278_PROJECTION: FLUSH
 DQ8278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8278+STABILITY: SURFACE MOTION
 DQ8278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8278+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2017
 DQ8278
 DQ8278  HISTORY     - Date     Condition        Report By
 DQ8278  HISTORY     - 1934     MONUMENTED       NJDCED
 DQ8278  HISTORY     - 20170703 GOOD             NJGS
 DQ8278
 DQ8278                          STATION DESCRIPTION
 DQ8278
 DQ8278'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8278'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF
 DQ8278'OCEANVILLE, 5.8 MI (9.3 KM) WEST-NORTHWEST OF ATLANTIC CITY AND IN THE
 DQ8278'TOWN OF PLEASANTVILLE, NJ.
 DQ8278'
 DQ8278'IN PLEASANTVILLE, ON THE NORTHEAST CORNER OF THE JUNCTION OF BAYVIEW
 DQ8278'AVENUE AND SHORE ROAD (COUNTY ROUTE 585), IN A CONCRETE MONUMENT IN A
 DQ8278'SIDEWALK CUT OUT LOCATED IN FRONT OF BUILDING NUMBER 425 (FLORIST).
 DQ8278'
 DQ8278'IT IS 5.3 M (17.4 FT) NORTH OF THE CURB LINE OF MAIN STREET, 16.4 M
 DQ8278'(53.8 FT) EAST OF THE CURB LINE OF BAYVIEW AVENUE AND 9 M (29.5 FT)
 DQ8278'SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8277 ***********************************************************************
 DQ8277  DESIGNATION -  1842
 DQ8277  PID         -  DQ8277
 DQ8277  STATE/COUNTY-  NJ/ATLANTIC
 DQ8277  COUNTRY     -  US
 DQ8277  USGS QUAD   -  PLEASANTVILLE (2019)
 DQ8277
 DQ8277                         *CURRENT SURVEY CONTROL
 DQ8277  ______________________________________________________________________
 DQ8277* NAD 83(1986) POSITION- 39 24 28.33   (N) 074 30 29.13   (W)   HD_HELD1
 DQ8277* NAVD 88 ORTHO HEIGHT -     6.320 (meters)       20.73  (feet) ADJUSTED
 DQ8277  ______________________________________________________________________
 DQ8277  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 DQ8277  DYNAMIC HEIGHT  -          6.317 (meters)       20.73  (feet) COMP
 DQ8277  MODELED GRAVITY -    980,116.9   (mgal)                       NAVD 88
 DQ8277
 DQ8277  VERT ORDER      -  FIRST     CLASS II
 DQ8277
 DQ8277.The horizontal coordinates were determined by differentially corrected
 DQ8277.hand held GPS observations or other comparable positioning techniques
 DQ8277.and have an estimated accuracy of +/- 3 meters.
 DQ8277
 DQ8277.The orthometric height was determined by differential leveling and
 DQ8277.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8277.in August 2018.
 DQ8277
 DQ8277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8277.GEOID18 height accuracy estimate available here.
 DQ8277
 DQ8277.Click photographs - Photos may exist for this station.
 DQ8277
 DQ8277.The dynamic height is computed by dividing the NAVD 88
 DQ8277.geopotential number by the normal gravity value computed on the
 DQ8277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8277.degrees latitude (g = 980.6199 gals.).
 DQ8277
 DQ8277.The modeled gravity was interpolated from observed gravity values.
 DQ8277
 DQ8277;                    North         East    Units  Estimated Accuracy
 DQ8277;SPC NJ       -    63,777.4     149,303.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8277
 DQ8277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4234962155(NAD 83)
 DQ8277
 DQ8277                          SUPERSEDED SURVEY CONTROL
 DQ8277
 DQ8277.No superseded survey control is available for this station.
 DQ8277
 DQ8277_MARKER: DD = SURVEY DISK
 DQ8277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ8277_SP_SET: SIDEWALK
 DQ8277_STAMPING: 1842
 DQ8277_MARK LOGO: CGS+SS
 DQ8277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ8277
 DQ8277  HISTORY     - Date     Condition        Report By
 DQ8277  HISTORY     - 1934     MONUMENTED       NJDCED
 DQ8277  HISTORY     - 20170403 GOOD             NJGS
 DQ8277  HISTORY     - 20230801 GOOD             NJGS
 DQ8277
 DQ8277                          STATION DESCRIPTION
 DQ8277
 DQ8277'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8277'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-NORTHWEST OF
 DQ8277'ATLANTIC CITY, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF OCEANVILLE, IN
 DQ8277'PLEASANTVILLE.
 DQ8277'
 DQ8277'IN PLEASANTVILLE, ON THE EAST CORNER OF THE JUNCTION OF MAIN STREET
 DQ8277'AND LEEDS AVENUE, SET IN THE SIDEWALK.
 DQ8277'
 DQ8277'IT IS 7.5 M (24.6 FT) NORTHEAST OF THE CENTERLINE OF LEEDS AVENUE, 4.6
 DQ8277'M (15.1 FT) SOUTHEAST OF THE CURB LINE OF MAIN STREET, 12 M (39.4 FT)
 DQ8277'NORTHEAST OF POLE NUMBER P3258 AND 27.7 M (90.9 FT) SOUTHWEST OF POLE
 DQ8277'NUMBER P77980.
 DQ8277
 DQ8277                          STATION RECOVERY (2023)
 DQ8277
 DQ8277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DQ8277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0271 ***********************************************************************
 JU0271  DESIGNATION -  1844
 JU0271  PID         -  JU0271
 JU0271  STATE/COUNTY-  NJ/ATLANTIC
 JU0271  COUNTRY     -  US
 JU0271  USGS QUAD   -  OCEANVILLE (2019)
 JU0271
 JU0271                         *CURRENT SURVEY CONTROL
 JU0271  ______________________________________________________________________
 JU0271* NAD 83(1986) POSITION- 39 25 56.92   (N) 074 29 23.85   (W)   HD_HELD1
 JU0271* NAVD 88 ORTHO HEIGHT -     9.818 (meters)       32.21  (feet) ADJUSTED
 JU0271  ______________________________________________________________________
 JU0271  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JU0271  DYNAMIC HEIGHT  -          9.813 (meters)       32.19  (feet) COMP
 JU0271  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 JU0271
 JU0271  VERT ORDER      -  FIRST     CLASS I
 JU0271
 JU0271.The horizontal coordinates were determined by differentially corrected
 JU0271.hand held GPS observations or other comparable positioning techniques
 JU0271.and have an estimated accuracy of +/- 3 meters.
 JU0271
 JU0271.The orthometric height was determined by differential leveling and
 JU0271.adjusted by the NATIONAL GEODETIC SURVEY
 JU0271.in June 1991.
 JU0271
 JU0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0271.GEOID18 height accuracy estimate available here.
 JU0271
 JU0271.Click photographs - Photos may exist for this station.
 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       -    66,509.2     150,864.5     MT  (+/- 3 meters HH1 GPS) 
 JU0271
 JU0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4389564894(NAD 83)
 JU0271
 JU0271                          SUPERSEDED SURVEY CONTROL
 JU0271
 JU0271  NGVD 29 (04/16/92)   10.206  (m)           33.48   (f) ADJUSTED    1 1
 JU0271  NGVD 29 (01/10/92)   10.206  (m)           33.48   (f) SUPERSEDED  1 1
 JU0271  NGVD 29 (??/??/87)   10.206  (m)           33.48   (f) SUPERSEDED  1 1
 JU0271
 JU0271.Superseded values are not recommended for survey control.
 JU0271
 JU0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0271.See file dsdata.pdf to determine how the superseded data were derived.
 JU0271
 JU0271_MARKER: DD = SURVEY DISK
 JU0271_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0271_STAMPING: 1844
 JU0271_MARK LOGO: CGS+SS
 JU0271_PROJECTION: FLUSH
 JU0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0271+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2022
 JU0271
 JU0271  HISTORY     - Date     Condition        Report By
 JU0271  HISTORY     - 1934     MONUMENTED       NJGS
 JU0271  HISTORY     - 1964     GOOD             CGS
 JU0271  HISTORY     - 1979     GOOD             NGS
 JU0271  HISTORY     - 20060517 GOOD             CANJDE
 JU0271  HISTORY     - 20100507 GOOD             NJGS
 JU0271  HISTORY     - 20161206 GOOD             NJGS
 JU0271  HISTORY     - 20220325 GOOD             NJGS
 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 COUNTY OF ATLANTIC NJ DIVISION 2006 (GAC)
 JU0271'RECOVERED IN GOOD CONDITION.
 JU0271
 JU0271                          STATION RECOVERY (2010)
 JU0271
 JU0271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 JU0271'RECOVERED AS DESCRIBED.
 JU0271
 JU0271                          STATION RECOVERY (2016)
 JU0271
 JU0271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU0271'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHWEST OF ATLANTIC
 JU0271'CITY, 3.5 MI (5.6 KM) NORTH-NORTHEAST OF PLEASANTVILLE AND 3.1 MI (5.0
 JU0271'KM) SOUTH-SOUTHWEST OF OCEANVILLE, IN THE CITY OF ABSECON.
 JU0271'
 JU0271'THE STATION IS IN FRONT OF HOUSE NUMBER 536 (2.5 STORY FRAME), BETWEEN
 JU0271'THE CURB AND SIDEWALK ON THE SOUTHEAST SIDE OF NORTH SHORE ROAD (NJ
 JU0271'ROUTE 157), ABOUT 225 FT (68.6 M) SOUTHWEST OF THE CENTERLINE OF SOUTH
 JU0271'WYOMING AVENUE (US HIGHWAY 9).
 JU0271'
 JU0271'THE STATION IS 111 FT (33.8 M) NORTHEAST OF MILEPOST 0.8, 132.5 FT
 JU0271'(40.4 M) SOUTHWEST OF MILEPOST 0.9, 47.8 FT (14.6 M) SOUTHWEST OF POLE
 JU0271'NUMBER P16803.
 JU0271
 JU0271                          STATION RECOVERY (2022)
 JU0271
 JU0271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU0271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6035 ***********************************************************************
 KV6035  DESIGNATION -  185
 KV6035  PID         -  KV6035
 KV6035  STATE/COUNTY-  NJ/MERCER
 KV6035  COUNTRY     -  US
 KV6035  USGS QUAD   -  TRENTON WEST (2016)
 KV6035
 KV6035                         *CURRENT SURVEY CONTROL
 KV6035  ______________________________________________________________________
 KV6035* NAD 83(1986) POSITION- 40 13 17.6    (N) 074 46 17.7    (W)   HD_HELD2
 KV6035* NAVD 88 ORTHO HEIGHT -    15.600 (meters)       51.18  (feet) ADJUSTED
 KV6035  ______________________________________________________________________
 KV6035  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 KV6035  DYNAMIC HEIGHT  -         15.593 (meters)       51.16  (feet) COMP
 KV6035  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 KV6035
 KV6035  VERT ORDER      -  FIRST     CLASS I
 KV6035
 KV6035.The horizontal coordinates were established by autonomous hand held GPS
 KV6035.observations and have an estimated accuracy of +/- 10 meters.
 KV6035
 KV6035.The orthometric height was determined by differential leveling and
 KV6035.adjusted by the NATIONAL GEODETIC SURVEY
 KV6035.in June 1991.
 KV6035
 KV6035.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6035.GEOID18 height accuracy estimate available here.
 KV6035
 KV6035.Click photographs - Photos may exist for this station.
 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       -   154,148.      126,886.      MT  (+/- 10 meters HH2 GPS)
 KV6035
 KV6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1943452373(NAD 83)
 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
 KV6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6035.See file dsdata.pdf to determine how the superseded data were derived.
 KV6035
 KV6035_MARKER: DD = SURVEY DISK
 KV6035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6035_STAMPING: 185 52.270
 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  HISTORY     - 20101017 GOOD             GEOCAC
 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.
 KV6035
 KV6035                          STATION RECOVERY (2010)
 KV6035
 KV6035'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 KV6035'BUILDINGS AND TREES REDUCE GPS ACCURACY HERE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0124 ***********************************************************************
 JU0124  DESIGNATION -  1850
 JU0124  PID         -  JU0124
 JU0124  STATE/COUNTY-  NJ/ATLANTIC
 JU0124  COUNTRY     -  US
 JU0124  USGS QUAD   -  NEW GRETNA (2019)
 JU0124
 JU0124                         *CURRENT SURVEY CONTROL
 JU0124  ______________________________________________________________________
 JU0124* NAD 83(1986) POSITION- 39 30 39.     (N) 074 27 27.     (W)   SCALED
 JU0124* NAVD 88 ORTHO HEIGHT -     4.410 (meters)       14.47  (feet) ADJUSTED
 JU0124  ______________________________________________________________________
 JU0124  GEOID HEIGHT    -        -33.727 (meters)                     GEOID18
 JU0124  DYNAMIC HEIGHT  -          4.408 (meters)       14.46  (feet) COMP
 JU0124  MODELED GRAVITY -    980,137.9   (mgal)                       NAVD 88
 JU0124
 JU0124  VERT ORDER      -  FIRST     CLASS I
 JU0124
 JU0124.The horizontal coordinates were scaled from a map and have
 JU0124.an estimated accuracy of +/- 6 seconds.
 JU0124
 JU0124.The orthometric height was determined by differential leveling and
 JU0124.adjusted by the NATIONAL GEODETIC SURVEY
 JU0124.in June 1991.
 JU0124
 JU0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0124.GEOID18 height accuracy estimate available here.
 JU0124
 JU0124.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ466736(NAD 83)
 JU0124
 JU0124                          SUPERSEDED SURVEY CONTROL
 JU0124
 JU0124  NGVD 29 (04/16/92)    4.798  (m)           15.74   (f) ADJUSTED    1 1
 JU0124  NGVD 29 (01/10/92)    4.798  (m)           15.74   (f) SUPERSEDED  1 1
 JU0124  NGVD 29 (??/??/87)    4.798  (m)           15.74   (f) SUPERSEDED  1 1
 JU0124
 JU0124.Superseded values are not recommended for survey control.
 JU0124
 JU0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0124.See file dsdata.pdf to determine how the superseded data were derived.
 JU0124
 JU0124_MARKER: DD = SURVEY DISK
 JU0124_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0124_STAMPING: 1850
 JU0124_MARK LOGO: CGS+SS
 JU0124_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 JU0121 ***********************************************************************
 JU0121  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0121  DESIGNATION -  1851
 JU0121  PID         -  JU0121
 JU0121  STATE/COUNTY-  NJ/ATLANTIC
 JU0121  COUNTRY     -  US
 JU0121  USGS QUAD   -  NEW GRETNA (2019)
 JU0121
 JU0121                         *CURRENT SURVEY CONTROL
 JU0121  ______________________________________________________________________
 JU0121* NAD 83(1986) POSITION- 39 32 12.     (N) 074 27 54.     (W)   SCALED
 JU0121* NAVD 88 ORTHO HEIGHT -     3.543 (meters)       11.62  (feet) ADJUSTED
 JU0121  ______________________________________________________________________
 JU0121  GEOID HEIGHT    -        -33.624 (meters)                     GEOID18
 JU0121  DYNAMIC HEIGHT  -          3.541 (meters)       11.62  (feet) COMP
 JU0121  MODELED GRAVITY -    980,143.2   (mgal)                       NAVD 88
 JU0121
 JU0121  VERT ORDER      -  FIRST     CLASS I
 JU0121
 JU0121.The horizontal coordinates were scaled from a map and have
 JU0121.an estimated accuracy of +/- 6 seconds.
 JU0121
 JU0121.The orthometric height was determined by differential leveling and
 JU0121.adjusted by the NATIONAL GEODETIC SURVEY
 JU0121.in June 1991.
 JU0121
 JU0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0121.GEOID18 height accuracy estimate available here.
 JU0121
 JU0121.This Tidal Bench Mark is designated as VM 2669
 JU0121.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0121
 JU0121.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ459764(NAD 83)
 JU0121
 JU0121                          SUPERSEDED SURVEY CONTROL
 JU0121
 JU0121  NGVD 29 (04/16/92)    3.929  (m)           12.89   (f) ADJUSTED    1 1
 JU0121  NGVD 29 (01/10/92)    3.929  (m)           12.89   (f) SUPERSEDED  1 1
 JU0121  NGVD 29 (??/??/87)    3.929  (m)           12.89   (f) SUPERSEDED  1 1
 JU0121
 JU0121.Superseded values are not recommended for survey control.
 JU0121
 JU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0121.See file dsdata.pdf to determine how the superseded data were derived.
 JU0121
 JU0121_MARKER: DD = SURVEY DISK
 JU0121_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0121_STAMPING: 1851
 JU0121_MARK LOGO: CGS+SS
 JU0121_PROJECTION: FLUSH
 JU0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 JU0120 ***********************************************************************
 JU0120  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0120  DESIGNATION -  1852
 JU0120  PID         -  JU0120
 JU0120  STATE/COUNTY-  NJ/ATLANTIC
 JU0120  COUNTRY     -  US
 JU0120  USGS QUAD   -  NEW GRETNA (2019)
 JU0120
 JU0120                         *CURRENT SURVEY CONTROL
 JU0120  ______________________________________________________________________
 JU0120* NAD 83(1986) POSITION- 39 32 29.     (N) 074 27 51.     (W)   SCALED
 JU0120* NAVD 88 ORTHO HEIGHT -     1.973 (meters)        6.47  (feet) ADJUSTED
 JU0120  ______________________________________________________________________
 JU0120  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 JU0120  DYNAMIC HEIGHT  -          1.972 (meters)        6.47  (feet) COMP
 JU0120  MODELED GRAVITY -    980,144.2   (mgal)                       NAVD 88
 JU0120
 JU0120  VERT ORDER      -  FIRST     CLASS I
 JU0120
 JU0120.The horizontal coordinates were scaled from a map and have
 JU0120.an estimated accuracy of +/- 6 seconds.
 JU0120
 JU0120.The orthometric height was determined by differential leveling and
 JU0120.adjusted by the NATIONAL GEODETIC SURVEY
 JU0120.in June 1991.
 JU0120
 JU0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0120.GEOID18 height accuracy estimate available here.
 JU0120
 JU0120.This Tidal Bench Mark is designated as VM 2659
 JU0120.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0120
 JU0120.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ460769(NAD 83)
 JU0120
 JU0120                          SUPERSEDED SURVEY CONTROL
 JU0120
 JU0120  NGVD 29 (04/16/92)    2.360  (m)            7.74   (f) ADJUSTED    1 1
 JU0120  NGVD 29 (01/10/92)    2.360  (m)            7.74   (f) SUPERSEDED  1 1
 JU0120  NGVD 29 (??/??/87)    2.360  (m)            7.74   (f) SUPERSEDED  1 1
 JU0120
 JU0120.Superseded values are not recommended for survey control.
 JU0120
 JU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0120.See file dsdata.pdf to determine how the superseded data were derived.
 JU0120
 JU0120_MARKER: DD = SURVEY DISK
 JU0120_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0120_STAMPING: 1852
 JU0120_MARK LOGO: CGS+SS
 JU0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0120
 JU0120  HISTORY     - Date     Condition        Report By
 JU0120  HISTORY     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 JU4209 ***********************************************************************
 JU4209  DESIGNATION -  1855
 JU4209  PID         -  JU4209
 JU4209  STATE/COUNTY-  NJ/ATLANTIC
 JU4209  COUNTRY     -  US
 JU4209  USGS QUAD   -  MAYS LANDING (2019)
 JU4209
 JU4209                         *CURRENT SURVEY CONTROL
 JU4209  ______________________________________________________________________
 JU4209* NAD 83(1986) POSITION- 39 27 26.     (N) 074 43 31.     (W)   SCALED
 JU4209* NAVD 88 ORTHO HEIGHT -     6.497 (meters)       21.32  (feet) ADJUSTED
 JU4209  ______________________________________________________________________
 JU4209  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 JU4209  DYNAMIC HEIGHT  -          6.493 (meters)       21.30  (feet) COMP
 JU4209  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 JU4209
 JU4209  VERT ORDER      -  FIRST     CLASS II
 JU4209
 JU4209.The horizontal coordinates were scaled from a map and have
 JU4209.an estimated accuracy of +/- 6 seconds.
 JU4209
 JU4209.The orthometric height was determined by differential leveling and
 JU4209.adjusted by the NATIONAL GEODETIC SURVEY
 JU4209.in January 1994.
 JU4209
 JU4209.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4209.GEOID18 height accuracy estimate available here.
 JU4209
 JU4209.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ236675(NAD 83)
 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
 JU4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4209.See file dsdata.pdf to determine how the superseded data were derived.
 JU4209
 JU4209_MARKER: DD = SURVEY DISK
 JU4209_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4209_STAMPING: 1855
 JU4209_MARK LOGO: CGS+SS
 JU4209_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU4210 ***********************************************************************
 JU4210  DESIGNATION -  1856
 JU4210  PID         -  JU4210
 JU4210  STATE/COUNTY-  NJ/ATLANTIC
 JU4210  COUNTRY     -  US
 JU4210  USGS QUAD   -  MAYS LANDING (2019)
 JU4210
 JU4210                         *CURRENT SURVEY CONTROL
 JU4210  ______________________________________________________________________
 JU4210* NAD 83(1986) POSITION- 39 27 12.     (N) 074 43 38.     (W)   SCALED
 JU4210* NAVD 88 ORTHO HEIGHT -     5.768 (meters)       18.92  (feet) ADJUSTED
 JU4210  ______________________________________________________________________
 JU4210  GEOID HEIGHT    -        -33.906 (meters)                     GEOID18
 JU4210  DYNAMIC HEIGHT  -          5.765 (meters)       18.91  (feet) COMP
 JU4210  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 JU4210
 JU4210  VERT ORDER      -  FIRST     CLASS II
 JU4210
 JU4210.The horizontal coordinates were scaled from a map and have
 JU4210.an estimated accuracy of +/- 6 seconds.
 JU4210
 JU4210.The orthometric height was determined by differential leveling and
 JU4210.adjusted by the NATIONAL GEODETIC SURVEY
 JU4210.in January 1994.
 JU4210
 JU4210.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4210.GEOID18 height accuracy estimate available here.
 JU4210
 JU4210.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ234671(NAD 83)
 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
 JU4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4210.See file dsdata.pdf to determine how the superseded data were derived.
 JU4210
 JU4210_MARKER: DD = SURVEY DISK
 JU4210_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4210_STAMPING: 1856
 JU4210_MARK LOGO: CGS+SS
 JU4210_PROJECTION: RECESSED 5 CENTIMETERS
 JU4210_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU4215 ***********************************************************************
 JU4215  DESIGNATION -  1857
 JU4215  PID         -  JU4215
 JU4215  STATE/COUNTY-  NJ/ATLANTIC
 JU4215  COUNTRY     -  US
 JU4215  USGS QUAD   -  MAYS LANDING (2019)
 JU4215
 JU4215                         *CURRENT SURVEY CONTROL
 JU4215  ______________________________________________________________________
 JU4215* NAD 83(1986) POSITION- 39 26 51.     (N) 074 44 10.     (W)   SCALED
 JU4215* NAVD 88 ORTHO HEIGHT -     4.541 (meters)       14.90  (feet) ADJUSTED
 JU4215  ______________________________________________________________________
 JU4215  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 JU4215  DYNAMIC HEIGHT  -          4.538 (meters)       14.89  (feet) COMP
 JU4215  MODELED GRAVITY -    980,121.2   (mgal)                       NAVD 88
 JU4215
 JU4215  VERT ORDER      -  FIRST     CLASS II
 JU4215
 JU4215.The horizontal coordinates were scaled from a map and have
 JU4215.an estimated accuracy of +/- 6 seconds.
 JU4215
 JU4215.The orthometric height was determined by differential leveling and
 JU4215.adjusted by the NATIONAL GEODETIC SURVEY
 JU4215.in January 1994.
 JU4215
 JU4215.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4215.GEOID18 height accuracy estimate available here.
 JU4215
 JU4215.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ227664(NAD 83)
 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
 JU4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4215.See file dsdata.pdf to determine how the superseded data were derived.
 JU4215
 JU4215_MARKER: DD = SURVEY DISK
 JU4215_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4215_STAMPING: 1857
 JU4215_MARK LOGO: CGS+SS
 JU4215_PROJECTION: FLUSH
 JU4215_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU4217 ***********************************************************************
 JU4217  DESIGNATION -  1859
 JU4217  PID         -  JU4217
 JU4217  STATE/COUNTY-  NJ/ATLANTIC
 JU4217  COUNTRY     -  US
 JU4217  USGS QUAD   -  MAYS LANDING (2019)
 JU4217
 JU4217                         *CURRENT SURVEY CONTROL
 JU4217  ______________________________________________________________________
 JU4217* NAD 83(1986) POSITION- 39 25 12.2    (N) 074 44 43.9    (W)   HD_HELD2
 JU4217* NAVD 88 ORTHO HEIGHT -     9.724 (meters)       31.90  (feet) ADJUSTED
 JU4217  ______________________________________________________________________
 JU4217  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JU4217  DYNAMIC HEIGHT  -          9.719 (meters)       31.89  (feet) COMP
 JU4217  MODELED GRAVITY -    980,119.2   (mgal)                       NAVD 88
 JU4217
 JU4217  VERT ORDER      -  FIRST     CLASS II
 JU4217
 JU4217.The horizontal coordinates were established by autonomous hand held GPS
 JU4217.observations and have an estimated accuracy of +/- 10 meters.
 JU4217
 JU4217.The orthometric height was determined by differential leveling and
 JU4217.adjusted by the NATIONAL GEODETIC SURVEY
 JU4217.in January 1994.
 JU4217
 JU4217.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4217.GEOID18 height accuracy estimate available here.
 JU4217
 JU4217.Click photographs - Photos may exist for this station.
 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       -    65,159.      128,859.      MT  (+/- 10 meters HH2 GPS)
 JU4217
 JU4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2190463423(NAD 83)
 JU4217
 JU4217                          SUPERSEDED SURVEY CONTROL
 JU4217
 JU4217  NGVD 29 (01/10/92)   10.109  (m)           33.17   (f) ADJUSTED    1 2
 JU4217
 JU4217.Superseded values are not recommended for survey control.
 JU4217
 JU4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4217.See file dsdata.pdf to determine how the superseded data were derived.
 JU4217
 JU4217_MARKER: DD = SURVEY DISK
 JU4217_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4217_STAMPING: 1859
 JU4217_MARK LOGO: CGS+SS
 JU4217_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4217+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2010
 JU4217
 JU4217  HISTORY     - Date     Condition        Report By
 JU4217  HISTORY     - 1935     MONUMENTED       NJGS
 JU4217  HISTORY     - 19900713 GOOD             NJGS
 JU4217  HISTORY     - 20100909 GOOD             INDIV
 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.
 JU4217
 JU4217                          STATION RECOVERY (2010)
 JU4217
 JU4217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 JU4217'RECOVERED AS DESCRIBED IN 1990 EXCEPT THAT THE ONE STORY FRAME HOUSE
 JU4217'AT THE CORNER OF ROUTE 50 AND BROAD ST. IS NOW NUMBER 132. ALL EARLIER
 JU4217'MEASUREMENTS WERE VERIFIED. IN ADDITION STATION IS 14 FT. WEST OF POLE
 JU4217'BT-104-S AND 3 FT. SOUTHEAST OF THE GUY WIRE ANCHOR FOR POLE BT-104-S.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1085 ***********************************************************************
 KV1085  DESIGNATION -  186 NJGS
 KV1085  PID         -  KV1085
 KV1085  STATE/COUNTY-  NJ/MERCER
 KV1085  COUNTRY     -  US
 KV1085  USGS QUAD   -  TRENTON WEST (2016)
 KV1085
 KV1085                         *CURRENT SURVEY CONTROL
 KV1085  ______________________________________________________________________
 KV1085* NAD 83(1986) POSITION- 40 13 07.     (N) 074 45 42.     (W)   SCALED
 KV1085* NAVD 88 ORTHO HEIGHT -     7.757 (meters)       25.45  (feet) ADJUSTED
 KV1085  ______________________________________________________________________
 KV1085  GEOID HEIGHT    -        -33.155 (meters)                     GEOID18
 KV1085  DYNAMIC HEIGHT  -          7.754 (meters)       25.44  (feet) COMP
 KV1085  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 KV1085
 KV1085  VERT ORDER      -  SECOND    CLASS 0
 KV1085
 KV1085.The horizontal coordinates were scaled from a map and have
 KV1085.an estimated accuracy of +/- 6 seconds.
 KV1085
 KV1085.The orthometric height was determined by differential leveling and
 KV1085.adjusted by the NATIONAL GEODETIC SURVEY
 KV1085.in June 1991.
 KV1085
 KV1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1085.GEOID18 height accuracy estimate available here.
 KV1085
 KV1085.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK202520(NAD 83)
 KV1085
 KV1085                          SUPERSEDED SURVEY CONTROL
 KV1085
 KV1085  NGVD 29 (11/26/84)    8.083  (m)           26.52   (f) ADJUSTED    2 0
 KV1085
 KV1085.Superseded values are not recommended for survey control.
 KV1085
 KV1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1085.See file dsdata.pdf to determine how the superseded data were derived.
 KV1085
 KV1085_MARKER: DD = SURVEY DISK
 KV1085_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU4220 ***********************************************************************
 JU4220  DESIGNATION -  1861
 JU4220  PID         -  JU4220
 JU4220  STATE/COUNTY-  NJ/ATLANTIC
 JU4220  COUNTRY     -  US
 JU4220  USGS QUAD   -  MAYS LANDING (2019)
 JU4220
 JU4220                         *CURRENT SURVEY CONTROL
 JU4220  ______________________________________________________________________
 JU4220* NAD 83(1986) POSITION- 39 23 33.     (N) 074 45 00.     (W)   SCALED
 JU4220* NAVD 88 ORTHO HEIGHT -     5.309 (meters)       17.42  (feet) ADJUSTED
 JU4220  ______________________________________________________________________
 JU4220  GEOID HEIGHT    -        -34.063 (meters)                     GEOID18
 JU4220  DYNAMIC HEIGHT  -          5.307 (meters)       17.41  (feet) COMP
 JU4220  MODELED GRAVITY -    980,116.7   (mgal)                       NAVD 88
 JU4220
 JU4220  VERT ORDER      -  FIRST     CLASS II
 JU4220
 JU4220.The horizontal coordinates were scaled from a map and have
 JU4220.an estimated accuracy of +/- 6 seconds.
 JU4220
 JU4220.The orthometric height was determined by differential leveling and
 JU4220.adjusted by the NATIONAL GEODETIC SURVEY
 JU4220.in January 1994.
 JU4220
 JU4220.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4220.GEOID18 height accuracy estimate available here.
 JU4220
 JU4220.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ215603(NAD 83)
 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
 JU4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4220.See file dsdata.pdf to determine how the superseded data were derived.
 JU4220
 JU4220_MARKER: DD = SURVEY DISK
 JU4220_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4220_STAMPING: 1861
 JU4220_MARK LOGO: CGS+SS
 JU4220_PROJECTION: FLUSH
 JU4220_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4220+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 JU4220
 JU4220  HISTORY     - Date     Condition        Report By
 JU4220  HISTORY     - 1935     MONUMENTED       NJGS
 JU4220  HISTORY     - 19900713 GOOD             NJGS
 JU4220  HISTORY     - 20120725 GOOD             CANJDE
 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.
 JU4220
 JU4220                          STATION RECOVERY (2012)
 JU4220
 JU4220'RECOVERY NOTE BY COUNTY OF ATLANTIC NJ DIVISION 2012
 JU4220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4221 ***********************************************************************
 JU4221  DESIGNATION -  1862
 JU4221  PID         -  JU4221
 JU4221  STATE/COUNTY-  NJ/ATLANTIC
 JU4221  COUNTRY     -  US
 JU4221  USGS QUAD   -  DOROTHY (2019)
 JU4221
 JU4221                         *CURRENT SURVEY CONTROL
 JU4221  ______________________________________________________________________
 JU4221* NAD 83(1986) POSITION- 39 23 10.     (N) 074 45 18.     (W)   SCALED
 JU4221* NAVD 88 ORTHO HEIGHT -     6.488 (meters)       21.29  (feet) ADJUSTED
 JU4221  ______________________________________________________________________
 JU4221  GEOID HEIGHT    -        -34.080 (meters)                     GEOID18
 JU4221  DYNAMIC HEIGHT  -          6.485 (meters)       21.28  (feet) COMP
 JU4221  MODELED GRAVITY -    980,115.9   (mgal)                       NAVD 88
 JU4221
 JU4221  VERT ORDER      -  FIRST     CLASS II
 JU4221
 JU4221.The horizontal coordinates were scaled from a map and have
 JU4221.an estimated accuracy of +/- 6 seconds.
 JU4221
 JU4221.The orthometric height was determined by differential leveling and
 JU4221.adjusted by the NATIONAL GEODETIC SURVEY
 JU4221.in January 1994.
 JU4221
 JU4221.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4221.GEOID18 height accuracy estimate available here.
 JU4221
 JU4221.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ210596(NAD 83)
 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
 JU4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4221.See file dsdata.pdf to determine how the superseded data were derived.
 JU4221
 JU4221_MARKER: DD = SURVEY DISK
 JU4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4221_STAMPING: 1862
 JU4221_MARK LOGO: CGS+SS
 JU4221_PROJECTION: RECESSED 15 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1084 ***********************************************************************
 KV1084  DESIGNATION -  187 NJGS
 KV1084  PID         -  KV1084
 KV1084  STATE/COUNTY-  NJ/MERCER
 KV1084  COUNTRY     -  US
 KV1084  USGS QUAD   -  TRENTON WEST (2016)
 KV1084
 KV1084                         *CURRENT SURVEY CONTROL
 KV1084  ______________________________________________________________________
 KV1084* NAD 83(1986) POSITION- 40 13 04.     (N) 074 45 34.     (W)   SCALED
 KV1084* NAVD 88 ORTHO HEIGHT -     8.557 (meters)       28.07  (feet) ADJUSTED
 KV1084  ______________________________________________________________________
 KV1084  GEOID HEIGHT    -        -33.147 (meters)                     GEOID18
 KV1084  DYNAMIC HEIGHT  -          8.553 (meters)       28.06  (feet) COMP
 KV1084  MODELED GRAVITY -    980,178.1   (mgal)                       NAVD 88
 KV1084
 KV1084  VERT ORDER      -  SECOND    CLASS 0
 KV1084
 KV1084.The horizontal coordinates were scaled from a map and have
 KV1084.an estimated accuracy of +/- 6 seconds.
 KV1084
 KV1084.The orthometric height was determined by differential leveling and
 KV1084.adjusted by the NATIONAL GEODETIC SURVEY
 KV1084.in June 1991.
 KV1084
 KV1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1084.GEOID18 height accuracy estimate available here.
 KV1084
 KV1084.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK204519(NAD 83)
 KV1084
 KV1084                          SUPERSEDED SURVEY CONTROL
 KV1084
 KV1084  NGVD 29 (11/26/84)    8.883  (m)           29.14   (f) ADJUSTED    2 0
 KV1084
 KV1084.Superseded values are not recommended for survey control.
 KV1084
 KV1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1084.See file dsdata.pdf to determine how the superseded data were derived.
 KV1084
 KV1084_MARKER: DD = SURVEY DISK
 KV1084_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV6031 ***********************************************************************
 KV6031  DESIGNATION -  188
 KV6031  PID         -  KV6031
 KV6031  STATE/COUNTY-  NJ/MERCER
 KV6031  COUNTRY     -  US
 KV6031  USGS QUAD   -  TRENTON WEST (2016)
 KV6031
 KV6031                         *CURRENT SURVEY CONTROL
 KV6031  ______________________________________________________________________
 KV6031* NAD 83(1986) POSITION- 40 12 29.     (N) 074 45 33.     (W)   SCALED
 KV6031* NAVD 88 ORTHO HEIGHT -    10.396 (meters)       34.11  (feet) ADJUSTED
 KV6031  ______________________________________________________________________
 KV6031  GEOID HEIGHT    -        -33.115 (meters)                     GEOID18
 KV6031  DYNAMIC HEIGHT  -         10.391 (meters)       34.09  (feet) COMP
 KV6031  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 KV6031
 KV6031  VERT ORDER      -  FIRST     CLASS I
 KV6031
 KV6031.The horizontal coordinates were scaled from a map and have
 KV6031.an estimated accuracy of +/- 6 seconds.
 KV6031
 KV6031.The orthometric height was determined by differential leveling and
 KV6031.adjusted by the NATIONAL GEODETIC SURVEY
 KV6031.in June 1991.
 KV6031
 KV6031.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6031.GEOID18 height accuracy estimate available here.
 KV6031
 KV6031.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK204508(NAD 83)
 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
 KV6031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6031.See file dsdata.pdf to determine how the superseded data were derived.
 KV6031
 KV6031_MARKER: DD = SURVEY DISK
 KV6031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV0135 ***********************************************************************
 KV0135  DESIGNATION -  188.12 NJGS
 KV0135  PID         -  KV0135
 KV0135  STATE/COUNTY-  NJ/BERGEN
 KV0135  COUNTRY     -  US
 KV0135  USGS QUAD   -  WEEHAWKEN (2016)
 KV0135
 KV0135                         *CURRENT SURVEY CONTROL
 KV0135  ______________________________________________________________________
 KV0135* NAD 83(1986) POSITION- 40 50 39.9    (N) 074 05 11.8    (W)   HD_HELD2
 KV0135* NAVD 88 ORTHO HEIGHT -    57.144 (meters)      187.48  (feet) ADJUSTED
 KV0135  ______________________________________________________________________
 KV0135  GEOID HEIGHT    -        -32.029 (meters)                     GEOID18
 KV0135  DYNAMIC HEIGHT  -         57.122 (meters)      187.41  (feet) COMP
 KV0135  MODELED GRAVITY -    980,233.2   (mgal)                       NAVD 88
 KV0135
 KV0135  VERT ORDER      -  FIRST     CLASS II
 KV0135
 KV0135.The horizontal coordinates were established by autonomous hand held GPS
 KV0135.observations and have an estimated accuracy of +/- 10 meters.
 KV0135
 KV0135.The orthometric height was determined by differential leveling and
 KV0135.adjusted by the NATIONAL GEODETIC SURVEY
 KV0135.in June 1991.
 KV0135
 KV0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0135.GEOID18 height accuracy estimate available here.
 KV0135
 KV0135.Click photographs - Photos may exist for this station.
 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       -   223,354.      184,859.      MT  (+/- 10 meters HH2 GPS)
 KV0135
 KV0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7699821887(NAD 83)
 KV0135
 KV0135                          SUPERSEDED SURVEY CONTROL
 KV0135
 KV0135  NGVD 29 (11/26/84)   57.453  (m)          188.49   (f) ADJUSTED    1 2
 KV0135
 KV0135.Superseded values are not recommended for survey control.
 KV0135
 KV0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0135.See file dsdata.pdf to determine how the superseded data were derived.
 KV0135
 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 = JULY 24, 2026 22:12:30 EDT
 KV0167 ***********************************************************************
 KV0167  DESIGNATION -  188.38 DLWRR
 KV0167  PID         -  KV0167
 KV0167  STATE/COUNTY-  NJ/PASSAIC
 KV0167  COUNTRY     -  US
 KV0167  USGS QUAD   -  PATERSON (2016)
 KV0167
 KV0167                         *CURRENT SURVEY CONTROL
 KV0167  ______________________________________________________________________
 KV0167* NAD 83(1986) POSITION- 40 53 50.     (N) 074 11 56.     (W)   SCALED
 KV0167* NAVD 88 ORTHO HEIGHT -    57.140 (meters)      187.47  (feet) ADJUSTED
 KV0167  ______________________________________________________________________
 KV0167  GEOID HEIGHT    -        -32.309 (meters)                     GEOID18
 KV0167  DYNAMIC HEIGHT  -         57.116 (meters)      187.39  (feet) COMP
 KV0167  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 KV0167
 KV0167  VERT ORDER      -  FIRST     CLASS II
 KV0167
 KV0167.The horizontal coordinates were scaled from a map and have
 KV0167.an estimated accuracy of +/- 6 seconds.
 KV0167
 KV0167.The orthometric height was determined by differential leveling and
 KV0167.adjusted by the NATIONAL GEODETIC SURVEY
 KV0167.in June 1991.
 KV0167
 KV0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0167.GEOID18 height accuracy estimate available here.
 KV0167
 KV0167.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL674276(NAD 83)
 KV0167
 KV0167                          SUPERSEDED SURVEY CONTROL
 KV0167
 KV0167  NGVD 29 (11/26/84)   57.424  (m)          188.40   (f) ADJUSTED    1 2
 KV0167
 KV0167.Superseded values are not recommended for survey control.
 KV0167
 KV0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0167.See file dsdata.pdf to determine how the superseded data were derived.
 KV0167
 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 = JULY 24, 2026 22:12:30 EDT
 KV0171 ***********************************************************************
 KV0171  DESIGNATION -  188.4 DLWRR
 KV0171  PID         -  KV0171
 KV0171  STATE/COUNTY-  NJ/PASSAIC
 KV0171  COUNTRY     -  US
 KV0171  USGS QUAD   -  PATERSON (2016)
 KV0171
 KV0171                         *CURRENT SURVEY CONTROL
 KV0171  ______________________________________________________________________
 KV0171* NAD 83(1986) POSITION- 40 53 45.     (N) 074 12 13.     (W)   SCALED
 KV0171* NAVD 88 ORTHO HEIGHT -    57.093 (meters)      187.31  (feet) ADJUSTED
 KV0171  ______________________________________________________________________
 KV0171  GEOID HEIGHT    -        -32.321 (meters)                     GEOID18
 KV0171  DYNAMIC HEIGHT  -         57.068 (meters)      187.23  (feet) COMP
 KV0171  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 KV0171
 KV0171  VERT ORDER      -  FIRST     CLASS II
 KV0171
 KV0171.The horizontal coordinates were scaled from a map and have
 KV0171.an estimated accuracy of +/- 6 seconds.
 KV0171
 KV0171.The orthometric height was determined by differential leveling and
 KV0171.adjusted by the NATIONAL GEODETIC SURVEY
 KV0171.in June 1991.
 KV0171
 KV0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0171.GEOID18 height accuracy estimate available here.
 KV0171
 KV0171.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL670274(NAD 83)
 KV0171
 KV0171                          SUPERSEDED SURVEY CONTROL
 KV0171
 KV0171  NGVD 29 (11/26/84)   57.377  (m)          188.24   (f) ADJUSTED    1 2
 KV0171
 KV0171.Superseded values are not recommended for survey control.
 KV0171
 KV0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0171.See file dsdata.pdf to determine how the superseded data were derived.
 KV0171
 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 = JULY 24, 2026 22:12:30 EDT
 KV6030 ***********************************************************************
 KV6030  DESIGNATION -  189
 KV6030  PID         -  KV6030
 KV6030  STATE/COUNTY-  NJ/MERCER
 KV6030  COUNTRY     -  US
 KV6030  USGS QUAD   -  TRENTON WEST (2016)
 KV6030
 KV6030                         *CURRENT SURVEY CONTROL
 KV6030  ______________________________________________________________________
 KV6030* NAD 83(1986) POSITION- 40 12 19.     (N) 074 45 31.     (W)   SCALED
 KV6030* NAVD 88 ORTHO HEIGHT -     9.798 (meters)       32.15  (feet) ADJUSTED
 KV6030  ______________________________________________________________________
 KV6030  GEOID HEIGHT    -        -33.104 (meters)                     GEOID18
 KV6030  DYNAMIC HEIGHT  -          9.794 (meters)       32.13  (feet) COMP
 KV6030  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 KV6030
 KV6030  VERT ORDER      -  FIRST     CLASS I
 KV6030
 KV6030.The horizontal coordinates were scaled from a map and have
 KV6030.an estimated accuracy of +/- 6 seconds.
 KV6030
 KV6030.The orthometric height was determined by differential leveling and
 KV6030.adjusted by the NATIONAL GEODETIC SURVEY
 KV6030.in June 1991.
 KV6030
 KV6030.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6030.GEOID18 height accuracy estimate available here.
 KV6030
 KV6030.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK205505(NAD 83)
 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
 KV6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6030.See file dsdata.pdf to determine how the superseded data were derived.
 KV6030
 KV6030_MARKER: DD = SURVEY DISK
 KV6030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU4222 ***********************************************************************
 JU4222  DESIGNATION -  1891
 JU4222  PID         -  JU4222
 JU4222  STATE/COUNTY-  NJ/ATLANTIC
 JU4222  COUNTRY     -  US
 JU4222  USGS QUAD   -  TUCKAHOE (2019)
 JU4222
 JU4222                         *CURRENT SURVEY CONTROL
 JU4222  ______________________________________________________________________
 JU4222* NAD 83(1986) POSITION- 39 22 05.     (N) 074 45 36.     (W)   SCALED
 JU4222* NAVD 88 ORTHO HEIGHT -    10.620 (meters)       34.84  (feet) ADJUSTED
 JU4222  ______________________________________________________________________
 JU4222  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 JU4222  DYNAMIC HEIGHT  -         10.615 (meters)       34.83  (feet) COMP
 JU4222  MODELED GRAVITY -    980,113.7   (mgal)                       NAVD 88
 JU4222
 JU4222  VERT ORDER      -  FIRST     CLASS II
 JU4222
 JU4222.The horizontal coordinates were scaled from a map and have
 JU4222.an estimated accuracy of +/- 6 seconds.
 JU4222
 JU4222.The orthometric height was determined by differential leveling and
 JU4222.adjusted by the NATIONAL GEODETIC SURVEY
 JU4222.in January 1994.
 JU4222
 JU4222.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4222.GEOID18 height accuracy estimate available here.
 JU4222
 JU4222.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ206576(NAD 83)
 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
 JU4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4222.See file dsdata.pdf to determine how the superseded data were derived.
 JU4222
 JU4222_MARKER: DD = SURVEY DISK
 JU4222_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4222_STAMPING: 1891
 JU4222_MARK LOGO: CGS+SS
 JU4222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4222+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 JU4222
 JU4222  HISTORY     - Date     Condition        Report By
 JU4222  HISTORY     - 1935     MONUMENTED       NJGS
 JU4222  HISTORY     - 19900713 GOOD             NJGS
 JU4222  HISTORY     - 20120725 GOOD             CANJDE
 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.
 JU4222
 JU4222                          STATION RECOVERY (2012)
 JU4222
 JU4222'RECOVERY NOTE BY COUNTY OF ATLANTIC NJ DIVISION 2012
 JU4222'MARK RECOVERED IN GOOD CONDITION BUT STAMPING IS DIFFICULT TO READ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1698 ***********************************************************************
 KV1698  DESIGNATION -  19
 KV1698  PID         -  KV1698
 KV1698  STATE/COUNTY-  NJ/HUNTERDON
 KV1698  COUNTRY     -  US
 KV1698  USGS QUAD   -  FRENCHTOWN (2019)
 KV1698
 KV1698                         *CURRENT SURVEY CONTROL
 KV1698  ______________________________________________________________________
 KV1698* NAD 83(1986) POSITION- 40 32 54.     (N) 075 04 09.     (W)   SCALED
 KV1698* NAVD 88 ORTHO HEIGHT -    38.945 (meters)      127.77  (feet) ADJUSTED
 KV1698  ______________________________________________________________________
 KV1698  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 KV1698  DYNAMIC HEIGHT  -         38.926 (meters)      127.71  (feet) COMP
 KV1698  MODELED GRAVITY -    980,151.9   (mgal)                       NAVD 88
 KV1698
 KV1698  VERT ORDER      -  FIRST     CLASS I
 KV1698
 KV1698.The horizontal coordinates were scaled from a map and have
 KV1698.an estimated accuracy of +/- 6 seconds.
 KV1698
 KV1698.The orthometric height was determined by differential leveling and
 KV1698.adjusted by the NATIONAL GEODETIC SURVEY
 KV1698.in June 1991.
 KV1698
 KV1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1698.GEOID18 height accuracy estimate available here.
 KV1698
 KV1698.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK941886(NAD 83)
 KV1698
 KV1698                          SUPERSEDED SURVEY CONTROL
 KV1698
 KV1698  NGVD 29 (01/10/92)   39.206  (m)          128.63   (f) ADJUSTED    1 1
 KV1698  NGVD 29 (??/??/87)   39.195  (m)          128.59   (f) SUPERSEDED  1 1
 KV1698
 KV1698.Superseded values are not recommended for survey control.
 KV1698
 KV1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1698.See file dsdata.pdf to determine how the superseded data were derived.
 KV1698
 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 - June 30, 2010
 KV1698
 KV1698  HISTORY     - Date     Condition        Report By
 KV1698  HISTORY     - 1935     MONUMENTED       PRR
 KV1698  HISTORY     - 1956     GOOD             CGS
 KV1698  HISTORY     - 19881010 GOOD             NJGS
 KV1698  HISTORY     - 20100630 GOOD             GEOCAC
 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.
 KV1698
 KV1698                          STATION RECOVERY (2010)
 KV1698
 KV1698'RECOVERY NOTE BY GEOCACHING 2010 (RAS)
 KV1698'FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1988 RECOVERY BY NJGS WITH
 KV1698'THE FOLLOWING OBSERVATIONS.  THE ABANDONED RAILROAD IS NOW PART OF THE
 KV1698'D+R CANAL PARK MULTI USE TRAIL. THE MARK IS 16.2 FEET WEST OF THE
 KV1698'CENTER AND 1.6 FEET LOWER THAN THE TRAIL SURFACE.
 KV1698'THE MARK CAN NOW BE ACCESSED VIA A 1.5 MILE WALK NORTH ALONG THE TRAIL
 KV1698'FROM BRIDGE STREET IN FRENCHTOWN. THE CONCRETE HEADWALL IS SPALLING
 KV1698'AND THE SHOULDER OF THE BOLT IS 1/4 INCH ABOVE THE SURFACE WITH THE
 KV1698'BOLT SHAFT PARTIALLY EXPOSED.  PHOTOS AVAILABLE ON THE GEOCACHING.COM
 KV1698'WEBSITE.  - RAS
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7187 ***********************************************************************
 DQ7187  DESIGNATION -  19 A 2
 DQ7187  PID         -  DQ7187
 DQ7187  STATE/COUNTY-  NJ/SUSSEX
 DQ7187  COUNTRY     -  US
 DQ7187  USGS QUAD   -  NEWTON EAST (2019)
 DQ7187
 DQ7187                         *CURRENT SURVEY CONTROL
 DQ7187  ______________________________________________________________________
 DQ7187* NAD 83(1986) POSITION- 41 05 30.19   (N) 074 41 01.60   (W)   HD_HELD1
 DQ7187* NAVD 88 ORTHO HEIGHT -   186.072 (meters)      610.47  (feet) ADJUSTED
 DQ7187  ______________________________________________________________________
 DQ7187  GEOID HEIGHT    -        -32.649 (meters)                     GEOID18
 DQ7187  DYNAMIC HEIGHT  -        185.992 (meters)      610.21  (feet) COMP
 DQ7187  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 DQ7187
 DQ7187  VERT ORDER      -  SECOND    CLASS II
 DQ7187
 DQ7187.The horizontal coordinates were determined by differentially corrected
 DQ7187.hand held GPS observations or other comparable positioning techniques
 DQ7187.and have an estimated accuracy of +/- 3 meters.
 DQ7187
 DQ7187.The orthometric height was determined by differential leveling and
 DQ7187.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7187.in June 2018.
 DQ7187
 DQ7187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7187.GEOID18 height accuracy estimate available here.
 DQ7187
 DQ7187.Click photographs - Photos may exist for this station.
 DQ7187
 DQ7187.The dynamic height is computed by dividing the NAVD 88
 DQ7187.geopotential number by the normal gravity value computed on the
 DQ7187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7187.degrees latitude (g = 980.6199 gals.).
 DQ7187
 DQ7187.The modeled gravity was interpolated from observed gravity values.
 DQ7187
 DQ7187;                    North         East    Units  Estimated Accuracy
 DQ7187;SPC NJ       -   250,748.7     134,560.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7187
 DQ7187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2655748987(NAD 83)
 DQ7187
 DQ7187                          SUPERSEDED SURVEY CONTROL
 DQ7187
 DQ7187.No superseded survey control is available for this station.
 DQ7187
 DQ7187_MARKER: DD = SURVEY DISK
 DQ7187_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ7187+WITH SETTING: PAVEMENT
 DQ7187_SP_SET: ELECTRICAL JUNCTION BOX
 DQ7187_STAMPING: 19 A 2 2017
 DQ7187_MARK LOGO: NJGS
 DQ7187_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7187+STABILITY: SURFACE MOTION
 DQ7187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7187+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2017
 DQ7187
 DQ7187  HISTORY     - Date     Condition        Report By
 DQ7187  HISTORY     - 20170517 MONUMENTED       NJGS
 DQ7187
 DQ7187                          STATION DESCRIPTION
 DQ7187
 DQ7187'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7187'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF HAMBURG,
 DQ7187'5.8 MI (9.3 KM) WEST-SOUTHWEST OF FRANKLIN AND 4.3 MI (6.9 KM)
 DQ7187'EAST-NORTHEAST OF NEWTON, IN LAFAYETTE TOWNSHIP.
 DQ7187'
 DQ7187'THE STATION IS SET IN THE NORTHEAST CORNER OF AN ELECTRICAL JUNCTION
 DQ7187'BOX ON THE WEST-NORTHWEST CORNER OF THE JUNCTION OF NEW JERSEY STATE
 DQ7187'ROUTE 15 (LAFAYETTE ROAD) AND NEW JERSEY STATE ROUTE 94.
 DQ7187'
 DQ7187'THE STATION IS 11 FT (3.4 M) NORTHEAST OF POLE NUMBER 150HPS, 3.5 FT
 DQ7187'(1.1 M) WEST-NORTHWEST OF THE CURB, 2.4 FT (0.7 M) SOUTH OF AN
 DQ7187'ALUMINUM ELECTRICAL CABINET NUMBER 1902102, 22 FT (6.7 M)
 DQ7187'SOUTH-SOUTHWEST OF THE TRAFFIC SIGNAL MAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7188 ***********************************************************************
 DQ7188  DESIGNATION -  19 B 2
 DQ7188  PID         -  DQ7188
 DQ7188  STATE/COUNTY-  NJ/SUSSEX
 DQ7188  COUNTRY     -  US
 DQ7188  USGS QUAD   -  NEWTON EAST (2019)
 DQ7188
 DQ7188                         *CURRENT SURVEY CONTROL
 DQ7188  ______________________________________________________________________
 DQ7188* NAD 83(1986) POSITION- 41 05 26.16   (N) 074 40 41.27   (W)   HD_HELD1
 DQ7188* NAVD 88 ORTHO HEIGHT -   192.453 (meters)      631.41  (feet) ADJUSTED
 DQ7188  ______________________________________________________________________
 DQ7188  GEOID HEIGHT    -        -32.644 (meters)                     GEOID18
 DQ7188  DYNAMIC HEIGHT  -        192.370 (meters)      631.13  (feet) COMP
 DQ7188  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 DQ7188
 DQ7188  VERT ORDER      -  SECOND    CLASS II
 DQ7188
 DQ7188.The horizontal coordinates were determined by differentially corrected
 DQ7188.hand held GPS observations or other comparable positioning techniques
 DQ7188.and have an estimated accuracy of +/- 3 meters.
 DQ7188
 DQ7188.The orthometric height was determined by differential leveling and
 DQ7188.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7188.in June 2018.
 DQ7188
 DQ7188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7188.GEOID18 height accuracy estimate available here.
 DQ7188
 DQ7188.Click photographs - Photos may exist for this station.
 DQ7188
 DQ7188.The dynamic height is computed by dividing the NAVD 88
 DQ7188.geopotential number by the normal gravity value computed on the
 DQ7188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7188.degrees latitude (g = 980.6199 gals.).
 DQ7188
 DQ7188.The modeled gravity was interpolated from observed gravity values.
 DQ7188
 DQ7188;                    North         East    Units  Estimated Accuracy
 DQ7188;SPC NJ       -   250,623.4     135,035.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7188
 DQ7188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2703248864(NAD 83)
 DQ7188
 DQ7188                          SUPERSEDED SURVEY CONTROL
 DQ7188
 DQ7188.No superseded survey control is available for this station.
 DQ7188
 DQ7188_MARKER: DD = SURVEY DISK
 DQ7188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7188_STAMPING: 19 B 2 2017
 DQ7188_MARK LOGO: NJDT
 DQ7188_PROJECTION: FLUSH
 DQ7188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7188+STABILITY: SURFACE MOTION
 DQ7188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7188+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2022
 DQ7188
 DQ7188  HISTORY     - Date     Condition        Report By
 DQ7188  HISTORY     - UNK      MONUMENTED       NJDT
 DQ7188  HISTORY     - 20170517 GOOD             NJGS
 DQ7188  HISTORY     - 20221229 GOOD             RAS
 DQ7188
 DQ7188                          STATION DESCRIPTION
 DQ7188
 DQ7188'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7188'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF HAMBURG,
 DQ7188'5.5 MI (8.8 KM) WEST-SOUTHWEST OF FRANKLIN AND 4.5 MI (7.2 KM)
 DQ7188'EAST-NORTHEAST OF NEWTON, IN LAFAYETTE TOWNSHIP.
 DQ7188'
 DQ7188'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 94 AND NEW
 DQ7188'JERSEY STATE ROUTE 15, GO 0.3 MI (0.5 KM) SOUTHEAST ON NEW JERSEY
 DQ7188'STATE ROUTE 15/94 THE THE JUNCTION WITH SUNSET INN ROAD (COUNTY ROUTE
 DQ7188'623), TAKE JUG HANDLE AND GO ABOUT 0.1 MI (0.2 KM) NORTH-NORTHEAST
 DQ7188'FROM THE JUNCTION, ON NEW JERSEY STATE ROUTE 94 TO THE STATION ON THE
 DQ7188'LEFT.
 DQ7188'
 DQ7188'THE STATION IS 55 FT (16.8 M) SOUTHEAST OF STATION 19 N 1 (LY2917),
 DQ7188'4.2 FT (1.3 M) SOUTHWEST OF THE SOUTHWEST CURB OF THE ENTRANCE ROAD TO
 DQ7188'THE DOT LAFAYETTE MAINTENANCE YARD, 16.5 FT (5.0 M) SOUTHWEST OF THE
 DQ7188'CENTERLINE OF THE ROAD, 43.5 FT (13.3 M) SOUTHWEST OF POLE NUMBER
 DQ7188'188897, 70.5 FT (21.5 M) NORTHEAST OF POLE NUMBER 183498.
 DQ7188
 DQ7188                          STATION RECOVERY (2022)
 DQ7188
 DQ7188'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2022 (MKK)
 DQ7188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2884 ***********************************************************************
 LY2884  DESIGNATION -  19 C 1
 LY2884  PID         -  LY2884
 LY2884  STATE/COUNTY-  NJ/SUSSEX
 LY2884  COUNTRY     -  US
 LY2884  USGS QUAD   -  HAMBURG (2019)
 LY2884
 LY2884                         *CURRENT SURVEY CONTROL
 LY2884  ______________________________________________________________________
 LY2884* NAD 83(2011) POSITION- 41 12 15.34833(N) 074 33 32.14867(W)   ADJUSTED
 LY2884* NAD 83(2011) ELLIP HT-   154.471 (meters)        (06/27/12)   ADJUSTED
 LY2884* NAD 83(2011) EPOCH   -  2010.00
 LY2884* NAVD 88 ORTHO HEIGHT -   186.9   (meters)      613.    (feet) GPS OBS
 LY2884  ______________________________________________________________________
 LY2884  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2884  GEOID HEIGHT    -        -32.650 (meters)                     GEOID90
 LY2884  GEOID HEIGHT    -        -32.393 (meters)                     GEOID18
 LY2884  NAD 83(2011) X  -  1,279,528.867 (meters)                     COMP
 LY2884  NAD 83(2011) Y  - -4,632,328.194 (meters)                     COMP
 LY2884  NAD 83(2011) Z  -  4,179,618.719 (meters)                     COMP
 LY2884  LAPLACE CORR    -          3.61  (seconds)                    DEFLEC18
 LY2884
 LY2884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2884  Standards:
 LY2884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2884  -------------------------------------------------------------------
 LY2884  NETWORK    0.83   1.57           0.34   0.34   0.80      0.12876423
 LY2884  -------------------------------------------------------------------
 LY2884  Click here for local accuracies and other accuracy information.
 LY2884
 LY2884.The horizontal coordinates were established by GPS observations
 LY2884.and adjusted by the National Geodetic Survey in June 2012.
 LY2884
 LY2884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2884.been affixed to the stable North American tectonic plate. See 
 LY2884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2884
 LY2884.The horizontal coordinates are valid at the epoch date displayed above
 LY2884.which is a decimal equivalence of Year/Month/Day.
 LY2884
 LY2884.The orthometric height was determined by GPS observations and a
 LY2884.high-resolution geoid model.
 LY2884
 LY2884.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2884.GEOID18 height accuracy estimate available here.
 LY2884
 LY2884.Click photographs - Photos may exist for this station.
 LY2884
 LY2884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2884
 LY2884.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2884
 LY2884.The ellipsoidal height was determined by GPS observations
 LY2884.and is referenced to NAD 83.
 LY2884
 LY2884. The following values were computed from the NAD 83(2011) position.
 LY2884
 LY2884;                    North         East     Units Scale Factor Converg.
 LY2884;SPC NJ       -   263,231.625   145,057.730   MT  0.99990030   -0 02 19.8
 LY2884;SPC NJ       -   863,619.09    475,910.24   sFT  0.99990030   -0 02 19.8
 LY2884;UTM  18      - 4,561,526.408   536,979.940   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 56.4
 LY2884:UTM  18      -  19 D 1                                   044 50 10.6
 LY2884
 LY2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3697961526(NAD 83)
 LY2884
 LY2884|---------------------------------------------------------------------|
 LY2884| PID    Reference Object                     Distance      Geod. Az  |
 LY2884|                                                           dddmmss.s |
 LY2884| LY2885 19 D 1                              479.253 METERS 0450736.6 |
 LY2884|---------------------------------------------------------------------|
 LY2884
 LY2884                          SUPERSEDED SURVEY CONTROL
 LY2884
 LY2884  NAD 83(2007)-  41 12 15.34856(N)    074 33 32.14957(W) AD(2002.00) 0
 LY2884  ELLIP H (02/10/07)  154.482  (m)                       GP(2002.00)    
 LY2884  ELLIP H (10/23/02)  154.465  (m)                       GP(       ) 4 1
 LY2884  NAD 83(1996)-  41 12 15.34854(N)    074 33 32.14948(W) AD(       ) 1
 LY2884  ELLIP H (05/14/99)  154.472  (m)                       GP(       ) 4 1
 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
 LY2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2884.See file dsdata.pdf to determine how the superseded data were derived.
 LY2884
 LY2884_MARKER: DD = SURVEY DISK
 LY2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2884_STAMPING: 19C1 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 = JULY 24, 2026 22:12:30 EDT
 LY2885 ***********************************************************************
 LY2885  DESIGNATION -  19 D 1
 LY2885  PID         -  LY2885
 LY2885  STATE/COUNTY-  NJ/SUSSEX
 LY2885  COUNTRY     -  US
 LY2885  USGS QUAD   -  HAMBURG (2019)
 LY2885
 LY2885                         *CURRENT SURVEY CONTROL
 LY2885  ______________________________________________________________________
 LY2885* NAD 83(2011) POSITION- 41 12 26.30880(N) 074 33 17.57062(W)   ADJUSTED
 LY2885* NAD 83(2011) ELLIP HT-   172.470 (meters)        (06/27/12)   ADJUSTED
 LY2885* NAD 83(2011) EPOCH   -  2010.00
 LY2885* NAVD 88 ORTHO HEIGHT -   204.9   (meters)      672.    (feet) GPS OBS
 LY2885  ______________________________________________________________________
 LY2885  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2885  GEOID HEIGHT    -        -32.640 (meters)                     GEOID90
 LY2885  GEOID HEIGHT    -        -32.385 (meters)                     GEOID18
 LY2885  NAD 83(2011) X  -  1,279,800.544 (meters)                     COMP
 LY2885  NAD 83(2011) Y  - -4,632,036.097 (meters)                     COMP
 LY2885  NAD 83(2011) Z  -  4,179,884.970 (meters)                     COMP
 LY2885  LAPLACE CORR    -          3.59  (seconds)                    DEFLEC18
 LY2885
 LY2885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2885  Standards:
 LY2885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2885  -------------------------------------------------------------------
 LY2885  NETWORK    0.91   1.59           0.36   0.38   0.81      0.10666025
 LY2885  -------------------------------------------------------------------
 LY2885  Click here for local accuracies and other accuracy information.
 LY2885
 LY2885.The horizontal coordinates were established by GPS observations
 LY2885.and adjusted by the National Geodetic Survey in June 2012.
 LY2885
 LY2885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2885.been affixed to the stable North American tectonic plate. See 
 LY2885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2885
 LY2885.The horizontal coordinates are valid at the epoch date displayed above
 LY2885.which is a decimal equivalence of Year/Month/Day.
 LY2885
 LY2885.The orthometric height was determined by GPS observations and a
 LY2885.high-resolution geoid model.
 LY2885
 LY2885.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2885.GEOID18 height accuracy estimate available here.
 LY2885
 LY2885.Click photographs - Photos may exist for this station.
 LY2885
 LY2885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2885
 LY2885.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2885
 LY2885.The ellipsoidal height was determined by GPS observations
 LY2885.and is referenced to NAD 83.
 LY2885
 LY2885. The following values were computed from the NAD 83(2011) position.
 LY2885
 LY2885;                    North         East     Units Scale Factor Converg.
 LY2885;SPC NJ       -   263,569.493   145,397.558   MT  0.99990026   -0 02 10.2
 LY2885;SPC NJ       -   864,727.58    477,025.15   sFT  0.99990026   -0 02 10.2
 LY2885;UTM  18      - 4,561,866.128   537,317.723   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 56.4
 LY2885:UTM  18      -  19 C 1                                   224 50 10.5
 LY2885
 LY2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3731761866(NAD 83)
 LY2885
 LY2885|---------------------------------------------------------------------|
 LY2885| PID    Reference Object                     Distance      Geod. Az  |
 LY2885|                                                           dddmmss.s |
 LY2885| LY2884 19 C 1                              479.253 METERS 2250746.2 |
 LY2885|---------------------------------------------------------------------|
 LY2885
 LY2885                          SUPERSEDED SURVEY CONTROL
 LY2885
 LY2885  NAD 83(2007)-  41 12 26.30903(N)    074 33 17.57153(W) AD(2002.00) 0
 LY2885  ELLIP H (02/10/07)  172.480  (m)                       GP(2002.00)    
 LY2885  ELLIP H (10/23/02)  172.463  (m)                       GP(       ) 4 1
 LY2885  NAD 83(1996)-  41 12 26.30902(N)    074 33 17.57147(W) AD(       ) 1
 LY2885  ELLIP H (05/14/99)  172.471  (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
 LY2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2885.See file dsdata.pdf to determine how the superseded data were derived.
 LY2885
 LY2885_MARKER: DD = SURVEY DISK
 LY2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2885_STAMPING: 19D1 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 = JULY 24, 2026 22:12:30 EDT
 LY2886 ***********************************************************************
 LY2886  DESIGNATION -  19 E 1
 LY2886  PID         -  LY2886
 LY2886  STATE/COUNTY-  NJ/SUSSEX
 LY2886  COUNTRY     -  US
 LY2886  USGS QUAD   -  UNIONVILLE (2019)
 LY2886
 LY2886                         *CURRENT SURVEY CONTROL
 LY2886  ______________________________________________________________________
 LY2886* NAD 83(2011) POSITION- 41 15 11.65646(N) 074 32 25.17333(W)   ADJUSTED
 LY2886* NAD 83(2011) ELLIP HT-    91.351 (meters)        (06/27/12)   ADJUSTED
 LY2886* NAD 83(2011) EPOCH   -  2010.00
 LY2886* NAVD 88 ORTHO HEIGHT -   123.7   (meters)      406.    (feet) GPS OBS
 LY2886  ______________________________________________________________________
 LY2886  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2886  GEOID HEIGHT    -        -32.600 (meters)                     GEOID90
 LY2886  GEOID HEIGHT    -        -32.337 (meters)                     GEOID18
 LY2886  NAD 83(2011) X  -  1,280,064.737 (meters)                     COMP
 LY2886  NAD 83(2011) Y  - -4,628,411.678 (meters)                     COMP
 LY2886  NAD 83(2011) Z  -  4,183,667.802 (meters)                     COMP
 LY2886  LAPLACE CORR    -          2.81  (seconds)                    DEFLEC18
 LY2886
 LY2886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2886  Standards:
 LY2886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2886  -------------------------------------------------------------------
 LY2886  NETWORK    0.88   1.67           0.37   0.35   0.85      0.07716300
 LY2886  -------------------------------------------------------------------
 LY2886  Click here for local accuracies and other accuracy information.
 LY2886
 LY2886.The horizontal coordinates were established by GPS observations
 LY2886.and adjusted by the National Geodetic Survey in June 2012.
 LY2886
 LY2886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2886.been affixed to the stable North American tectonic plate. See 
 LY2886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2886
 LY2886.The horizontal coordinates are valid at the epoch date displayed above
 LY2886.which is a decimal equivalence of Year/Month/Day.
 LY2886
 LY2886.The orthometric height was determined by GPS observations and a
 LY2886.high-resolution geoid model.
 LY2886
 LY2886.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2886.GEOID18 height accuracy estimate available here.
 LY2886
 LY2886.Click photographs - Photos may exist for this station.
 LY2886
 LY2886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2886
 LY2886.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2886
 LY2886.The ellipsoidal height was determined by GPS observations
 LY2886.and is referenced to NAD 83.
 LY2886
 LY2886. The following values were computed from the NAD 83(2011) position.
 LY2886
 LY2886;                    North         East     Units Scale Factor Converg.
 LY2886;SPC NJ       -   268,669.215   146,620.528   MT  0.99990014   -0 01 35.7
 LY2886;SPC NJ       -   881,458.92    481,037.52   sFT  0.99990014   -0 01 35.7
 LY2886;SPC NY E     -   268,669.215   146,620.528   MT  0.99990014   -0 01 35.7
 LY2886;SPC NY E     -   881,458.92    481,037.52   sFT  0.99990014   -0 01 35.7
 LY2886;UTM  18      - 4,566,971.357   538,511.004   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 29.2
 LY2886:SPC NY E     -  19 F 1                                   304 26 29.2
 LY2886:UTM  18      -  19 F 1                                   304 06 42.3
 LY2886
 LY2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3851166971(NAD 83)
 LY2886
 LY2886|---------------------------------------------------------------------|
 LY2886| PID    Reference Object                     Distance      Geod. Az  |
 LY2886|                                                           dddmmss.s |
 LY2886| LY2887 19 F 1                              429.132 METERS 3042453.5 |
 LY2886|---------------------------------------------------------------------|
 LY2886
 LY2886                          SUPERSEDED SURVEY CONTROL
 LY2886
 LY2886  NAD 83(2007)-  41 15 11.65669(N)    074 32 25.17423(W) AD(2002.00) 0
 LY2886  ELLIP H (02/10/07)   91.362  (m)                       GP(2002.00)    
 LY2886  ELLIP H (10/23/02)   91.344  (m)                       GP(       ) 4 1
 LY2886  NAD 83(1996)-  41 15 11.65664(N)    074 32 25.17424(W) AD(       ) 1
 LY2886  ELLIP H (05/14/99)   91.354  (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
 LY2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2886.See file dsdata.pdf to determine how the superseded data were derived.
 LY2886
 LY2886_MARKER: DD = SURVEY DISK
 LY2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 LY2887 ***********************************************************************
 LY2887  DESIGNATION -  19 F 1
 LY2887  PID         -  LY2887
 LY2887  STATE/COUNTY-  NJ/SUSSEX
 LY2887  COUNTRY     -  US
 LY2887  USGS QUAD   -  UNIONVILLE (2019)
 LY2887
 LY2887                         *CURRENT SURVEY CONTROL
 LY2887  ______________________________________________________________________
 LY2887* NAD 83(2011) POSITION- 41 15 19.51809(N) 074 32 40.38009(W)   ADJUSTED
 LY2887* NAD 83(2011) ELLIP HT-    87.846 (meters)        (06/27/12)   ADJUSTED
 LY2887* NAD 83(2011) EPOCH   -  2010.00
 LY2887* NAVD 88 ORTHO HEIGHT -   120.2   (meters)      394.    (feet) GPS OBS
 LY2887  ______________________________________________________________________
 LY2887  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2887  GEOID HEIGHT    -        -32.600 (meters)                     GEOID90
 LY2887  GEOID HEIGHT    -        -32.340 (meters)                     GEOID18
 LY2887  NAD 83(2011) X  -  1,279,680.185 (meters)                     COMP
 LY2887  NAD 83(2011) Y  - -4,628,349.355 (meters)                     COMP
 LY2887  NAD 83(2011) Z  -  4,183,847.824 (meters)                     COMP
 LY2887  LAPLACE CORR    -          2.04  (seconds)                    DEFLEC18
 LY2887
 LY2887  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2887  Standards:
 LY2887         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2887            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2887  -------------------------------------------------------------------
 LY2887  NETWORK    1.05   1.86           0.42   0.44   0.95      0.04199715
 LY2887  -------------------------------------------------------------------
 LY2887  Click here for local accuracies and other accuracy information.
 LY2887
 LY2887.The horizontal coordinates were established by GPS observations
 LY2887.and adjusted by the National Geodetic Survey in June 2012.
 LY2887
 LY2887.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2887.been affixed to the stable North American tectonic plate. See 
 LY2887.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2887
 LY2887.The horizontal coordinates are valid at the epoch date displayed above
 LY2887.which is a decimal equivalence of Year/Month/Day.
 LY2887
 LY2887.The orthometric height was determined by GPS observations and a
 LY2887.high-resolution geoid model.
 LY2887
 LY2887.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2887.GEOID18 height accuracy estimate available here.
 LY2887
 LY2887.Click photographs - Photos may exist for this station.
 LY2887
 LY2887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2887
 LY2887.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2887
 LY2887.The ellipsoidal height was determined by GPS observations
 LY2887.and is referenced to NAD 83.
 LY2887
 LY2887. The following values were computed from the NAD 83(2011) position.
 LY2887
 LY2887;                    North         East     Units Scale Factor Converg.
 LY2887;SPC NJ       -   268,911.893   146,266.656   MT  0.99990017   -0 01 45.8
 LY2887;SPC NJ       -   882,255.10    479,876.52   sFT  0.99990017   -0 01 45.8
 LY2887;UTM  18      - 4,567,211.926   538,155.842   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 29.3
 LY2887:UTM  18      -  19 E 1                                   124 06 42.3
 LY2887
 LY2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3815567211(NAD 83)
 LY2887
 LY2887|---------------------------------------------------------------------|
 LY2887| PID    Reference Object                     Distance      Geod. Az  |
 LY2887|                                                           dddmmss.s |
 LY2887| LY2886 19 E 1                              429.132 METERS 1242443.5 |
 LY2887|---------------------------------------------------------------------|
 LY2887
 LY2887                          SUPERSEDED SURVEY CONTROL
 LY2887
 LY2887  NAD 83(2007)-  41 15 19.51832(N)    074 32 40.38100(W) AD(2002.00) 0
 LY2887  ELLIP H (02/10/07)   87.857  (m)                       GP(2002.00)    
 LY2887  ELLIP H (10/23/02)   87.839  (m)                       GP(       ) 4 1
 LY2887  NAD 83(1996)-  41 15 19.51826(N)    074 32 40.38101(W) AD(       ) 1
 LY2887  ELLIP H (05/14/99)   87.849  (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
 LY2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2887.See file dsdata.pdf to determine how the superseded data were derived.
 LY2887
 LY2887_MARKER: DD = SURVEY DISK
 LY2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 LY2888 ***********************************************************************
 LY2888  DESIGNATION -  19 G 1
 LY2888  PID         -  LY2888
 LY2888  STATE/COUNTY-  NJ/SUSSEX
 LY2888  COUNTRY     -  US
 LY2888  USGS QUAD   -  UNIONVILLE (2019)
 LY2888
 LY2888                         *CURRENT SURVEY CONTROL
 LY2888  ______________________________________________________________________
 LY2888* NAD 83(2011) POSITION- 41 16 01.89757(N) 074 33 33.31005(W)   ADJUSTED
 LY2888* NAD 83(2011) ELLIP HT-   127.761 (meters)        (06/27/12)   ADJUSTED
 LY2888* NAD 83(2011) EPOCH   -  2010.00
 LY2888* NAVD 88 ORTHO HEIGHT -   160.1   (meters)      525.    (feet) GPS OBS
 LY2888  ______________________________________________________________________
 LY2888  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2888  GEOID HEIGHT    -        -32.590 (meters)                     GEOID90
 LY2888  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 LY2888  NAD 83(2011) X  -  1,278,270.881 (meters)                     COMP
 LY2888  NAD 83(2011) Y  - -4,627,875.392 (meters)                     COMP
 LY2888  NAD 83(2011) Z  -  4,184,856.946 (meters)                     COMP
 LY2888  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 LY2888
 LY2888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2888  Standards:
 LY2888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2888  -------------------------------------------------------------------
 LY2888  NETWORK    0.91   1.67           0.37   0.37   0.85      0.13002366
 LY2888  -------------------------------------------------------------------
 LY2888  Click here for local accuracies and other accuracy information.
 LY2888
 LY2888.The horizontal coordinates were established by GPS observations
 LY2888.and adjusted by the National Geodetic Survey in June 2012.
 LY2888
 LY2888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2888.been affixed to the stable North American tectonic plate. See 
 LY2888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2888
 LY2888.The horizontal coordinates are valid at the epoch date displayed above
 LY2888.which is a decimal equivalence of Year/Month/Day.
 LY2888
 LY2888.The orthometric height was determined by GPS observations and a
 LY2888.high-resolution geoid model.
 LY2888
 LY2888.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2888.GEOID18 height accuracy estimate available here.
 LY2888
 LY2888.Click photographs - Photos may exist for this station.
 LY2888
 LY2888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2888
 LY2888.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2888
 LY2888.The ellipsoidal height was determined by GPS observations
 LY2888.and is referenced to NAD 83.
 LY2888
 LY2888. The following values were computed from the NAD 83(2011) position.
 LY2888
 LY2888;                    North         East     Units Scale Factor Converg.
 LY2888;SPC NJ       -   270,219.893   145,035.438   MT  0.99990030   -0 02 20.7
 LY2888;SPC NJ       -   886,546.43    475,837.10   sFT  0.99990030   -0 02 20.7
 LY2888;UTM  18      - 4,568,512.451   536,917.467   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3691768512(NAD 83)
 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  NAD 83(2007)-  41 16 01.89780(N)    074 33 33.31096(W) AD(2002.00) 0
 LY2888  ELLIP H (02/10/07)  127.772  (m)                       GP(2002.00)    
 LY2888  ELLIP H (10/23/02)  127.755  (m)                       GP(       ) 4 1
 LY2888  NAD 83(1996)-  41 16 01.89772(N)    074 33 33.31099(W) AD(       ) 1
 LY2888  ELLIP H (05/14/99)  127.763  (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
 LY2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2888.See file dsdata.pdf to determine how the superseded data were derived.
 LY2888
 LY2888_MARKER: DD = SURVEY DISK
 LY2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 LY2889 ***********************************************************************
 LY2889  DESIGNATION -  19 H 1
 LY2889  PID         -  LY2889
 LY2889  STATE/COUNTY-  NJ/SUSSEX
 LY2889  COUNTRY     -  US
 LY2889  USGS QUAD   -  UNIONVILLE (2019)
 LY2889
 LY2889                         *CURRENT SURVEY CONTROL
 LY2889  ______________________________________________________________________
 LY2889* NAD 83(2011) POSITION- 41 15 46.41672(N) 074 33 44.84191(W)   ADJUSTED
 LY2889* NAD 83(2011) ELLIP HT-   126.133 (meters)        (06/27/12)   ADJUSTED
 LY2889* NAD 83(2011) EPOCH   -  2010.00
 LY2889* NAVD 88 ORTHO HEIGHT -   158.5   (meters)      520.    (feet) GPS OBS
 LY2889  ______________________________________________________________________
 LY2889  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2889  GEOID HEIGHT    -        -32.590 (meters)                     GEOID90
 LY2889  GEOID HEIGHT    -        -32.335 (meters)                     GEOID18
 LY2889  NAD 83(2011) X  -  1,278,095.664 (meters)                     COMP
 LY2889  NAD 83(2011) Y  - -4,628,249.297 (meters)                     COMP
 LY2889  NAD 83(2011) Z  -  4,184,496.884 (meters)                     COMP
 LY2889  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 LY2889
 LY2889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2889  Standards:
 LY2889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2889  -------------------------------------------------------------------
 LY2889  NETWORK    1.21   2.00           0.44   0.54   1.02      0.03360620
 LY2889  -------------------------------------------------------------------
 LY2889  Click here for local accuracies and other accuracy information.
 LY2889
 LY2889.The horizontal coordinates were established by GPS observations
 LY2889.and adjusted by the National Geodetic Survey in June 2012.
 LY2889
 LY2889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2889.been affixed to the stable North American tectonic plate. See 
 LY2889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2889
 LY2889.The horizontal coordinates are valid at the epoch date displayed above
 LY2889.which is a decimal equivalence of Year/Month/Day.
 LY2889
 LY2889.The orthometric height was determined by GPS observations and a
 LY2889.high-resolution geoid model.
 LY2889
 LY2889.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2889.GEOID18 height accuracy estimate available here.
 LY2889
 LY2889.Click photographs - Photos may exist for this station.
 LY2889
 LY2889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2889
 LY2889.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2889
 LY2889.The ellipsoidal height was determined by GPS observations
 LY2889.and is referenced to NAD 83.
 LY2889
 LY2889. The following values were computed from the NAD 83(2011) position.
 LY2889
 LY2889;                    North         East     Units Scale Factor Converg.
 LY2889;SPC NJ       -   269,742.549   144,766.703   MT  0.99990034   -0 02 28.3
 LY2889;SPC NJ       -   884,980.35    474,955.42   sFT  0.99990034   -0 02 28.3
 LY2889;UTM  18      - 4,568,033.704   536,651.560   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3665168033(NAD 83)
 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  NAD 83(2007)-  41 15 46.41695(N)    074 33 44.84282(W) AD(2002.00) 0
 LY2889  ELLIP H (02/10/07)  126.144  (m)                       GP(2002.00)    
 LY2889  ELLIP H (10/23/02)  126.126  (m)                       GP(       ) 4 1
 LY2889  NAD 83(1996)-  41 15 46.41688(N)    074 33 44.84284(W) AD(       ) 1
 LY2889  ELLIP H (05/14/99)  126.135  (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
 LY2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2889.See file dsdata.pdf to determine how the superseded data were derived.
 LY2889
 LY2889_MARKER: DD = SURVEY DISK
 LY2889_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LY2889_SP_SET: IRREGULAR CONCRETE MASS
 LY2889_STAMPING: 19H1 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 = JULY 24, 2026 22:12:30 EDT
 LY2890 ***********************************************************************
 LY2890  DESIGNATION -  19 J 1
 LY2890  PID         -  LY2890
 LY2890  STATE/COUNTY-  NJ/SUSSEX
 LY2890  COUNTRY     -  US
 LY2890  USGS QUAD   -  HAMBURG (2019)
 LY2890
 LY2890                         *CURRENT SURVEY CONTROL
 LY2890  ______________________________________________________________________
 LY2890* NAD 83(2011) POSITION- 41 13 13.84598(N) 074 34 45.21074(W)   ADJUSTED
 LY2890* NAD 83(2011) ELLIP HT-   101.878 (meters)        (06/27/12)   ADJUSTED
 LY2890* NAD 83(2011) EPOCH   -  2010.00
 LY2890* NAVD 88 ORTHO HEIGHT -   134.3   (meters)      441.    (feet) GPS OBS
 LY2890  ______________________________________________________________________
 LY2890  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2890  GEOID HEIGHT    -        -32.650 (meters)                     GEOID90
 LY2890  GEOID HEIGHT    -        -32.401 (meters)                     GEOID18
 LY2890  NAD 83(2011) X  -  1,277,561.264 (meters)                     COMP
 LY2890  NAD 83(2011) Y  - -4,631,596.795 (meters)                     COMP
 LY2890  NAD 83(2011) Z  -  4,180,941.662 (meters)                     COMP
 LY2890  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 LY2890
 LY2890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2890  Standards:
 LY2890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2890  -------------------------------------------------------------------
 LY2890  NETWORK    0.85   1.53           0.34   0.35   0.78      0.14271834
 LY2890  -------------------------------------------------------------------
 LY2890  Click here for local accuracies and other accuracy information.
 LY2890
 LY2890.The horizontal coordinates were established by GPS observations
 LY2890.and adjusted by the National Geodetic Survey in June 2012.
 LY2890
 LY2890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2890.been affixed to the stable North American tectonic plate. See 
 LY2890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2890
 LY2890.The horizontal coordinates are valid at the epoch date displayed above
 LY2890.which is a decimal equivalence of Year/Month/Day.
 LY2890
 LY2890.The orthometric height was determined by GPS observations and a
 LY2890.high-resolution geoid model.
 LY2890
 LY2890.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2890.GEOID18 height accuracy estimate available here.
 LY2890
 LY2890.Click photographs - Photos may exist for this station.
 LY2890
 LY2890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2890
 LY2890.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2890
 LY2890.The ellipsoidal height was determined by GPS observations
 LY2890.and is referenced to NAD 83.
 LY2890
 LY2890. The following values were computed from the NAD 83(2011) position.
 LY2890
 LY2890;                    North         East     Units Scale Factor Converg.
 LY2890;SPC NJ       -   265,037.417   143,357.302   MT  0.99990054   -0 03 07.9
 LY2890;SPC NJ       -   869,543.59    470,331.41   sFT  0.99990054   -0 03 07.9
 LY2890;UTM  18      - 4,563,321.883   535,269.643   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 36.7
 LY2890:UTM  18      -  19 K 1                                   147 31 50.6
 LY2890
 LY2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3526963321(NAD 83)
 LY2890
 LY2890|---------------------------------------------------------------------|
 LY2890| PID    Reference Object                     Distance      Geod. Az  |
 LY2890|                                                           dddmmss.s |
 LY2890| LY2891 19 K 1                              APPROX. 0.5 KM 1474828.8 |
 LY2890|---------------------------------------------------------------------|
 LY2890
 LY2890                          SUPERSEDED SURVEY CONTROL
 LY2890
 LY2890  NAD 83(2007)-  41 13 13.84621(N)    074 34 45.21164(W) AD(2002.00) 0
 LY2890  ELLIP H (02/10/07)  101.889  (m)                       GP(2002.00)    
 LY2890  ELLIP H (10/23/02)  101.872  (m)                       GP(       ) 4 1
 LY2890  NAD 83(1996)-  41 13 13.84619(N)    074 34 45.21162(W) AD(       ) 1
 LY2890  ELLIP H (05/14/99)  101.879  (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
 LY2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2890.See file dsdata.pdf to determine how the superseded data were derived.
 LY2890
 LY2890_MARKER: DD = SURVEY DISK
 LY2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 LY2891 ***********************************************************************
 LY2891  DESIGNATION -  19 K 1
 LY2891  PID         -  LY2891
 LY2891  STATE/COUNTY-  NJ/SUSSEX
 LY2891  COUNTRY     -  US
 LY2891  USGS QUAD   -  HAMBURG (2019)
 LY2891
 LY2891                         *CURRENT SURVEY CONTROL
 LY2891  ______________________________________________________________________
 LY2891* NAD 83(2011) POSITION- 41 12 59.32524(N) 074 34 33.10462(W)   ADJUSTED
 LY2891* NAD 83(2011) ELLIP HT-    90.630 (meters)        (06/27/12)   ADJUSTED
 LY2891* NAD 83(2011) EPOCH   -  2010.00
 LY2891* NAVD 88 ORTHO HEIGHT -   123.0   (meters)      404.    (feet) GPS OBS
 LY2891  ______________________________________________________________________
 LY2891  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2891  GEOID HEIGHT    -        -32.650 (meters)                     GEOID90
 LY2891  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 LY2891  NAD 83(2011) X  -  1,277,909.356 (meters)                     COMP
 LY2891  NAD 83(2011) Y  - -4,631,798.195 (meters)                     COMP
 LY2891  NAD 83(2011) Z  -  4,180,597.290 (meters)                     COMP
 LY2891  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 LY2891
 LY2891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2891  Standards:
 LY2891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2891  -------------------------------------------------------------------
 LY2891  NETWORK    1.12   1.92           0.41   0.50   0.98      0.06765365
 LY2891  -------------------------------------------------------------------
 LY2891  Click here for local accuracies and other accuracy information.
 LY2891
 LY2891.The horizontal coordinates were established by GPS observations
 LY2891.and adjusted by the National Geodetic Survey in June 2012.
 LY2891
 LY2891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2891.been affixed to the stable North American tectonic plate. See 
 LY2891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2891
 LY2891.The horizontal coordinates are valid at the epoch date displayed above
 LY2891.which is a decimal equivalence of Year/Month/Day.
 LY2891
 LY2891.The orthometric height was determined by GPS observations and a
 LY2891.high-resolution geoid model.
 LY2891
 LY2891.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2891.GEOID18 height accuracy estimate available here.
 LY2891
 LY2891.Click photographs - Photos may exist for this station.
 LY2891
 LY2891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2891
 LY2891.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2891
 LY2891.The ellipsoidal height was determined by GPS observations
 LY2891.and is referenced to NAD 83.
 LY2891
 LY2891. The following values were computed from the NAD 83(2011) position.
 LY2891
 LY2891;                    North         East     Units Scale Factor Converg.
 LY2891;SPC NJ       -   264,589.253   143,638.868   MT  0.99990050   -0 02 60.0
 LY2891;SPC NJ       -   868,073.24    471,255.19   sFT  0.99990050   -0 02 60.0
 LY2891;UTM  18      - 4,562,875.473   535,553.701   MT  0.99961556   +0 16 46.1
 LY2891
 LY2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2891!SPC NJ       -   0.99998578  x   0.99990050  =   0.99988629
 LY2891!UTM  18      -   0.99998578  x   0.99961556  =   0.99960135
 LY2891
 LY2891:                Primary Azimuth Mark                     Grid Az
 LY2891:SPC NJ       -  19 J 1                                   327 51 36.8
 LY2891:UTM  18      -  19 J 1                                   327 31 50.7
 LY2891
 LY2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3555362875(NAD 83)
 LY2891
 LY2891|---------------------------------------------------------------------|
 LY2891| PID    Reference Object                     Distance      Geod. Az  |
 LY2891|                                                           dddmmss.s |
 LY2891| LY2890 19 J 1                              APPROX. 0.5 KM 3274836.8 |
 LY2891|---------------------------------------------------------------------|
 LY2891
 LY2891                          SUPERSEDED SURVEY CONTROL
 LY2891
 LY2891  NAD 83(2007)-  41 12 59.32548(N)    074 34 33.10553(W) AD(2002.00) 0
 LY2891  ELLIP H (02/10/07)   90.641  (m)                       GP(2002.00)    
 LY2891  ELLIP H (10/23/02)   90.624  (m)                       GP(       ) 4 1
 LY2891  NAD 83(1996)-  41 12 59.32546(N)    074 34 33.10548(W) AD(       ) 1
 LY2891  ELLIP H (05/14/99)   90.631  (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
 LY2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2891.See file dsdata.pdf to determine how the superseded data were derived.
 LY2891
 LY2891_MARKER: DD = SURVEY DISK
 LY2891_SETTING: 66 = SET 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 = JULY 24, 2026 22:12:30 EDT
 LY2892 ***********************************************************************
 LY2892  DESIGNATION -  19 L 1
 LY2892  PID         -  LY2892
 LY2892  STATE/COUNTY-  NJ/SUSSEX
 LY2892  COUNTRY     -  US
 LY2892  USGS QUAD   -  BRANCHVILLE (2019)
 LY2892
 LY2892                         *CURRENT SURVEY CONTROL
 LY2892  ______________________________________________________________________
 LY2892* NAD 83(2011) POSITION- 41 09 45.56202(N) 074 40 30.98174(W)   ADJUSTED
 LY2892* NAD 83(2011) ELLIP HT-    99.074 (meters)        (06/27/12)   ADJUSTED
 LY2892* NAD 83(2011) EPOCH   -  2010.00
 LY2892* NAVD 88 ORTHO HEIGHT -   131.6   (meters)      432.    (feet) GPS OBS
 LY2892  ______________________________________________________________________
 LY2892  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2892  GEOID HEIGHT    -        -32.780 (meters)                     GEOID90
 LY2892  GEOID HEIGHT    -        -32.535 (meters)                     GEOID18
 LY2892  NAD 83(2011) X  -  1,270,913.157 (meters)                     COMP
 LY2892  NAD 83(2011) Y  - -4,637,811.134 (meters)                     COMP
 LY2892  NAD 83(2011) Z  -  4,176,104.534 (meters)                     COMP
 LY2892  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 LY2892
 LY2892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2892  Standards:
 LY2892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2892  -------------------------------------------------------------------
 LY2892  NETWORK    0.57   1.22           0.25   0.21   0.62      0.14037793
 LY2892  -------------------------------------------------------------------
 LY2892  Click here for local accuracies and other accuracy information.
 LY2892
 LY2892.The horizontal coordinates were established by GPS observations
 LY2892.and adjusted by the National Geodetic Survey in June 2012.
 LY2892
 LY2892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2892.been affixed to the stable North American tectonic plate. See 
 LY2892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2892
 LY2892.The horizontal coordinates are valid at the epoch date displayed above
 LY2892.which is a decimal equivalence of Year/Month/Day.
 LY2892
 LY2892.The orthometric height was determined by GPS observations and a
 LY2892.high-resolution geoid model.
 LY2892
 LY2892.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2892.GEOID18 height accuracy estimate available here.
 LY2892
 LY2892.Click photographs - Photos may exist for this station.
 LY2892
 LY2892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2892
 LY2892.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2892
 LY2892.The ellipsoidal height was determined by GPS observations
 LY2892.and is referenced to NAD 83.
 LY2892
 LY2892. The following values were computed from the NAD 83(2011) position.
 LY2892
 LY2892;                    North         East     Units Scale Factor Converg.
 LY2892;SPC NJ       -   258,624.419   135,291.179   MT  0.99990266   -0 06 55.3
 LY2892;SPC NJ       -   848,503.61    443,867.81   sFT  0.99990266   -0 06 55.3
 LY2892;UTM  18      - 4,556,864.503   527,242.834   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2724256864(NAD 83)
 LY2892
 LY2892                          SUPERSEDED SURVEY CONTROL
 LY2892
 LY2892  NAD 83(2007)-  41 09 45.56225(N)    074 40 30.98265(W) AD(2002.00) 0
 LY2892  ELLIP H (02/10/07)   99.085  (m)                       GP(2002.00)    
 LY2892  ELLIP H (10/23/02)   99.068  (m)                       GP(       ) 4 1
 LY2892  NAD 83(1996)-  41 09 45.56228(N)    074 40 30.98258(W) AD(       ) 1
 LY2892  ELLIP H (05/14/99)   99.074  (m)                       GP(       ) 4 1
 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
 LY2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2892.See file dsdata.pdf to determine how the superseded data were derived.
 LY2892
 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 - April 14, 2020
 LY2892
 LY2892  HISTORY     - Date     Condition        Report By
 LY2892  HISTORY     - 1991     MONUMENTED       NJGS
 LY2892  HISTORY     - 19930914 GOOD             NJGS
 LY2892  HISTORY     - 20090602 GOOD             BOSWEL
 LY2892  HISTORY     - 20200414 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.
 LY2892
 LY2892                          STATION RECOVERY (2009)
 LY2892
 LY2892'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (AB)
 LY2892'ELEVATION 431.81 (NAVD 1988) BASED ON LEVEL RUN FROM MONUMENT E 34
 LY2892'1942 (PID LY0836).
 LY2892
 LY2892                          STATION RECOVERY (2020)
 LY2892
 LY2892'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY2892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2893 ***********************************************************************
 LY2893  DESIGNATION -  19 M 1
 LY2893  PID         -  LY2893
 LY2893  STATE/COUNTY-  NJ/SUSSEX
 LY2893  COUNTRY     -  US
 LY2893  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY2893
 LY2893                         *CURRENT SURVEY CONTROL
 LY2893  ______________________________________________________________________
 LY2893* NAD 83(2011) POSITION- 41 16 14.61788(N) 074 37 34.68759(W)   ADJUSTED
 LY2893* NAD 83(2011) ELLIP HT-   133.497 (meters)        (06/27/12)   ADJUSTED
 LY2893* NAD 83(2011) EPOCH   -  2010.00
 LY2893* NAVD 88 ORTHO HEIGHT -   165.80  (meters)      544.0   (feet) LEVELING
 LY2893  ______________________________________________________________________
 LY2893  GEOID HEIGHT    -        -32.319 (meters)                     GEOID18
 LY2893  NAD 83(2011) X  -  1,272,786.842 (meters)                     COMP
 LY2893  NAD 83(2011) Y  - -4,629,122.672 (meters)                     COMP
 LY2893  NAD 83(2011) Z  -  4,185,155.686 (meters)                     COMP
 LY2893  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 LY2893  VERT ORDER      -  THIRD ?
 LY2893
 LY2893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2893  Standards:
 LY2893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2893  -------------------------------------------------------------------
 LY2893  NETWORK    0.90   1.67           0.37   0.36   0.85      0.20162869
 LY2893  -------------------------------------------------------------------
 LY2893  Click here for local accuracies and other accuracy information.
 LY2893
 LY2893.The horizontal coordinates were established by GPS observations
 LY2893.and adjusted by the National Geodetic Survey in June 2012.
 LY2893
 LY2893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2893.been affixed to the stable North American tectonic plate. See 
 LY2893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2893
 LY2893.The horizontal coordinates are valid at the epoch date displayed above
 LY2893.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2893.GEOID18 height accuracy estimate available here.
 LY2893
 LY2893.Click photographs - Photos may exist for this station.
 LY2893
 LY2893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2893
 LY2893.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2893
 LY2893.The ellipsoidal height was determined by GPS observations
 LY2893.and is referenced to NAD 83.
 LY2893
 LY2893. The following values were computed from the NAD 83(2011) position.
 LY2893
 LY2893;                    North         East     Units Scale Factor Converg.
 LY2893;SPC NJ       -   270,618.272   139,418.206   MT  0.99990138   -0 04 59.9
 LY2893;SPC NJ       -   887,853.45    457,407.90   sFT  0.99990138   -0 04 59.9
 LY2893;UTM  18      - 4,568,878.386   531,299.644   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3129968878(NAD 83)
 LY2893
 LY2893                          SUPERSEDED SURVEY CONTROL
 LY2893
 LY2893  NAD 83(2007)-  41 16 14.61811(N)    074 37 34.68850(W) AD(2002.00) 0
 LY2893  ELLIP H (02/10/07)  133.508  (m)                       GP(2002.00)    
 LY2893  ELLIP H (10/23/02)  133.491  (m)                       GP(       ) 4 1
 LY2893  NAD 83(1996)-  41 16 14.61808(N)    074 37 34.68848(W) AD(       ) 1
 LY2893  ELLIP H (05/14/99)  133.497  (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
 LY2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2893.See file dsdata.pdf to determine how the superseded data were derived.
 LY2893
 LY2893_MARKER: DD = SURVEY DISK
 LY2893_SETTING: 66 = SET IN ROCK OUTCROP
 LY2893_STAMPING: 19M1 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 - May 04, 2020
 LY2893
 LY2893  HISTORY     - Date     Condition        Report By
 LY2893  HISTORY     - 1991     MONUMENTED       NJGS
 LY2893  HISTORY     - 20200504 GOOD             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.
 LY2893
 LY2893                          STATION RECOVERY (2020)
 LY2893
 LY2893'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY2893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2917 ***********************************************************************
 LY2917  DESIGNATION -  19 N 1
 LY2917  PID         -  LY2917
 LY2917  STATE/COUNTY-  NJ/SUSSEX
 LY2917  COUNTRY     -  US
 LY2917  USGS QUAD   -  NEWTON EAST (2019)
 LY2917
 LY2917                         *CURRENT SURVEY CONTROL
 LY2917  ______________________________________________________________________
 LY2917* NAD 83(2011) POSITION- 41 05 26.32027(N) 074 40 41.92169(W)   ADJUSTED
 LY2917* NAD 83(2011) ELLIP HT-   158.832 (meters)        (06/27/12)   ADJUSTED
 LY2917* NAD 83(2011) EPOCH   -  2010.00
 LY2917* NAVD 88 ORTHO HEIGHT -   191.480 (meters)      628.21  (feet) ADJUSTED
 LY2917  ______________________________________________________________________
 LY2917  GEOID HEIGHT    -        -32.644 (meters)                     GEOID18
 LY2917  NAD 83(2011) X  -  1,272,069.004 (meters)                     COMP
 LY2917  NAD 83(2011) Y  - -4,642,995.154 (meters)                     COMP
 LY2917  NAD 83(2011) Z  -  4,170,119.656 (meters)                     COMP
 LY2917  LAPLACE CORR    -          2.78  (seconds)                    DEFLEC18
 LY2917  DYNAMIC HEIGHT  -        191.397 (meters)      627.94  (feet) COMP
 LY2917  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 LY2917
 LY2917  VERT ORDER      -  SECOND    CLASS II
 LY2917
 LY2917  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2917  Standards:
 LY2917         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2917            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2917  -------------------------------------------------------------------
 LY2917  NETWORK    0.52   1.12           0.24   0.18   0.57      0.05184520
 LY2917  -------------------------------------------------------------------
 LY2917  Click here for local accuracies and other accuracy information.
 LY2917
 LY2917.The horizontal coordinates were established by GPS observations
 LY2917.and adjusted by the National Geodetic Survey in June 2012.
 LY2917
 LY2917.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2917.been affixed to the stable North American tectonic plate. See 
 LY2917.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2917
 LY2917.The horizontal coordinates are valid at the epoch date displayed above
 LY2917.which is a decimal equivalence of Year/Month/Day.
 LY2917
 LY2917.The orthometric height was determined by differential leveling and
 LY2917.adjusted by the NATIONAL GEODETIC SURVEY
 LY2917.in June 2018.
 LY2917
 LY2917.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2917.GEOID18 height accuracy estimate available here.
 LY2917
 LY2917.Click photographs - Photos may exist for this station.
 LY2917
 LY2917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2917
 LY2917.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2917
 LY2917.The ellipsoidal height was determined by GPS observations
 LY2917.and is referenced to NAD 83.
 LY2917
 LY2917.The dynamic height is computed by dividing the NAVD 88
 LY2917.geopotential number by the normal gravity value computed on the
 LY2917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2917.degrees latitude (g = 980.6199 gals.).
 LY2917
 LY2917.The modeled gravity was interpolated from observed gravity values.
 LY2917
 LY2917. The following values were computed from the NAD 83(2011) position.
 LY2917
 LY2917;                    North         East     Units Scale Factor Converg.
 LY2917;SPC NJ       -   250,628.386   135,019.789   MT  0.99990276   -0 07 01.9
 LY2917;SPC NJ       -   822,269.96    442,977.42   sFT  0.99990276   -0 07 01.9
 LY2917;UTM  18      - 4,548,869.392   527,017.410   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2701748869(NAD 83)
 LY2917
 LY2917                          SUPERSEDED SURVEY CONTROL
 LY2917
 LY2917  NAD 83(2007)-  41 05 26.32050(N)    074 40 41.92260(W) AD(2002.00) 0
 LY2917  ELLIP H (02/10/07)  158.842  (m)                       GP(2002.00)    
 LY2917  ELLIP H (10/23/02)  158.824  (m)                       GP(       ) 4 1
 LY2917  NAD 83(1996)-  41 05 26.32053(N)    074 40 41.92255(W) AD(       ) 1
 LY2917  ELLIP H (05/14/99)  158.831  (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  NAVD 88 (07/21/94)  191.5    (m)  GEOID93  model used  GPS OBS        
 LY2917
 LY2917.Superseded values are not recommended for survey control.
 LY2917
 LY2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2917.See file dsdata.pdf to determine how the superseded data were derived.
 LY2917
 LY2917_MARKER: DD = SURVEY DISK
 LY2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2917_STAMPING: 19 N 1 1992
 LY2917_MARK LOGO: NJGS
 LY2917_PROJECTION: FLUSH
 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 - June 18, 2018
 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  HISTORY     - 20170512 GOOD             NJGS
 LY2917  HISTORY     - 20180618 GOOD             NJGS
 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.
 LY2917
 LY2917                          STATION RECOVERY (2017)
 LY2917
 LY2917'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 LY2917'RECOVERED AS DESCRIBED.
 LY2917
 LY2917                          STATION RECOVERY (2018)
 LY2917
 LY2917'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 LY2917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2918 ***********************************************************************
 LY2918  DESIGNATION -  19 P 1
 LY2918  PID         -  LY2918
 LY2918  STATE/COUNTY-  NJ/SUSSEX
 LY2918  COUNTRY     -  US
 LY2918  USGS QUAD   -  NEWTON EAST (2019)
 LY2918
 LY2918                         *CURRENT SURVEY CONTROL
 LY2918  ______________________________________________________________________
 LY2918* NAD 83(2011) POSITION- 41 05 45.09794(N) 074 41 12.41573(W)   ADJUSTED
 LY2918* NAD 83(2011) ELLIP HT-   143.205 (meters)        (06/27/12)   ADJUSTED
 LY2918* NAD 83(2011) EPOCH   -  2010.00
 LY2918* NAVD 88 ORTHO HEIGHT -   175.855 (meters)      576.95  (feet) ADJUSTED
 LY2918  ______________________________________________________________________
 LY2918  GEOID HEIGHT    -        -32.649 (meters)                     GEOID18
 LY2918  NAD 83(2011) X  -  1,271,278.907 (meters)                     COMP
 LY2918  NAD 83(2011) Y  - -4,642,804.570 (meters)                     COMP
 LY2918  NAD 83(2011) Z  -  4,170,545.955 (meters)                     COMP
 LY2918  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 LY2918  DYNAMIC HEIGHT  -        175.779 (meters)      576.70  (feet) COMP
 LY2918  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 LY2918
 LY2918  VERT ORDER      -  SECOND    CLASS II
 LY2918
 LY2918  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2918  Standards:
 LY2918         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2918            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2918  -------------------------------------------------------------------
 LY2918  NETWORK    0.57   1.20           0.26   0.20   0.61      0.03010753
 LY2918  -------------------------------------------------------------------
 LY2918  Click here for local accuracies and other accuracy information.
 LY2918
 LY2918.The horizontal coordinates were established by GPS observations
 LY2918.and adjusted by the National Geodetic Survey in June 2012.
 LY2918
 LY2918.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2918.been affixed to the stable North American tectonic plate. See 
 LY2918.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2918
 LY2918.The horizontal coordinates are valid at the epoch date displayed above
 LY2918.which is a decimal equivalence of Year/Month/Day.
 LY2918
 LY2918.The orthometric height was determined by differential leveling and
 LY2918.adjusted by the NATIONAL GEODETIC SURVEY
 LY2918.in June 2018.
 LY2918
 LY2918.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2918.GEOID18 height accuracy estimate available here.
 LY2918
 LY2918.Click photographs - Photos may exist for this station.
 LY2918
 LY2918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2918
 LY2918.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2918
 LY2918.The ellipsoidal height was determined by GPS observations
 LY2918.and is referenced to NAD 83.
 LY2918
 LY2918.The dynamic height is computed by dividing the NAVD 88
 LY2918.geopotential number by the normal gravity value computed on the
 LY2918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2918.degrees latitude (g = 980.6199 gals.).
 LY2918
 LY2918.The modeled gravity was interpolated from observed gravity values.
 LY2918
 LY2918. The following values were computed from the NAD 83(2011) position.
 LY2918
 LY2918;                    North         East     Units Scale Factor Converg.
 LY2918;SPC NJ       -   251,209.087   134,309.405   MT  0.99990303   -0 07 22.0
 LY2918;SPC NJ       -   824,175.15    440,646.77   sFT  0.99990303   -0 07 22.0
 LY2918;UTM  18      - 4,549,445.840   526,303.917   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2630349445(NAD 83)
 LY2918
 LY2918                          SUPERSEDED SURVEY CONTROL
 LY2918
 LY2918  NAD 83(2007)-  41 05 45.09817(N)    074 41 12.41664(W) AD(2002.00) 0
 LY2918  ELLIP H (02/10/07)  143.215  (m)                       GP(2002.00)    
 LY2918  ELLIP H (10/23/02)  143.198  (m)                       GP(       ) 4 1
 LY2918  NAD 83(1996)-  41 05 45.09821(N)    074 41 12.41658(W) AD(       ) 1
 LY2918  ELLIP H (05/14/99)  143.205  (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  NAVD 88 (07/21/94)  175.8    (m)  GEOID93  model used  GPS OBS        
 LY2918
 LY2918.Superseded values are not recommended for survey control.
 LY2918
 LY2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2918.See file dsdata.pdf to determine how the superseded data were derived.
 LY2918
 LY2918_MARKER: DD = SURVEY DISK
 LY2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2918_STAMPING: 19 P 1 1992
 LY2918_MARK LOGO: NJGS
 LY2918_PROJECTION: RECESSED 10 CENTIMETERS
 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 - December 29, 2022
 LY2918
 LY2918  HISTORY     - Date     Condition        Report By
 LY2918  HISTORY     - 1992     MONUMENTED       NJGS
 LY2918  HISTORY     - 19930914 GOOD             NJGS
 LY2918  HISTORY     - 20060306 GOOD             AASCO
 LY2918  HISTORY     - 20170512 GOOD             NJGS
 LY2918  HISTORY     - 20221229 GOOD             RAS
 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.
 LY2918
 LY2918                          STATION RECOVERY (2017)
 LY2918
 LY2918'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 LY2918'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF HAMBURG,
 LY2918'5.8 MI (9.3 KM) WEST-SOUTHWEST OF FRANKLIN AND 4.3 MI (6.9 KM)
 LY2918'NORTHEAST OF NEWTON, IN LAFAYETTE TOWNSHIP.
 LY2918'
 LY2918'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTES 15
 LY2918'(LAFAYETTE ROAD) AND NEW JERSEY STATE ROUTE 94, GO ABOUT 0.35 MI (0.56
 LY2918'KM) NORTHWEST ON NEW JERSEY STATE ROUTE 15 TO THE STATION ON THE LEFT.
 LY2918'THE STATION IS SET IN THE GRASS AREA ON THE WEST SIDE OF NEW JERSEY
 LY2918'STATE ROUTE 15, ABOUT 145 FT (44.2 M) NORTH-NORTHWEST OF THE ENTRANCE
 LY2918'DRIVEWAY INTO A SHOPPING CENTER (OLD LAFAYETTE VILLAGE).
 LY2918
 LY2918                          STATION RECOVERY (2022)
 LY2918
 LY2918'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2022 (RS)
 LY2918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0071 ***********************************************************************
 KV0071  DESIGNATION -  19 PRR
 KV0071  PID         -  KV0071
 KV0071  STATE/COUNTY-  NJ/UNION
 KV0071  COUNTRY     -  US
 KV0071  USGS QUAD   -  ELIZABETH (2016)
 KV0071
 KV0071                         *CURRENT SURVEY CONTROL
 KV0071  ______________________________________________________________________
 KV0071* NAD 83(1986) POSITION- 40 40 02.     (N) 074 13 03.     (W)   SCALED
 KV0071* NAVD 88 ORTHO HEIGHT -    14.115 (meters)       46.31  (feet) ADJUSTED
 KV0071  ______________________________________________________________________
 KV0071  GEOID HEIGHT    -        -32.443 (meters)                     GEOID18
 KV0071  DYNAMIC HEIGHT  -         14.109 (meters)       46.29  (feet) COMP
 KV0071  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 KV0071
 KV0071  VERT ORDER      -  FIRST     CLASS I
 KV0071
 KV0071.The horizontal coordinates were scaled from a map and have
 KV0071.an estimated accuracy of +/- 6 seconds.
 KV0071
 KV0071.The orthometric height was determined by differential leveling and
 KV0071.adjusted by the NATIONAL GEODETIC SURVEY
 KV0071.in June 1991.
 KV0071
 KV0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0071.GEOID18 height accuracy estimate available here.
 KV0071
 KV0071.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL661021(NAD 83)
 KV0071
 KV0071                          SUPERSEDED SURVEY CONTROL
 KV0071
 KV0071  NGVD 29 (04/16/92)   14.448  (m)           47.40   (f) ADJUSTED    1 1
 KV0071  NGVD 29 (??/??/87)   14.450  (m)           47.41   (f) SUPERSEDED  1 1
 KV0071
 KV0071.Superseded values are not recommended for survey control.
 KV0071
 KV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0071.See file dsdata.pdf to determine how the superseded data were derived.
 KV0071
 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 = JULY 24, 2026 22:12:30 EDT
 LY2919 ***********************************************************************
 LY2919  DESIGNATION -  19 Q 1
 LY2919  PID         -  LY2919
 LY2919  STATE/COUNTY-  NJ/SUSSEX
 LY2919  COUNTRY     -  US
 LY2919  USGS QUAD   -  NEWTON EAST (2019)
 LY2919
 LY2919                         *CURRENT SURVEY CONTROL
 LY2919  ______________________________________________________________________
 LY2919* NAD 83(2011) POSITION- 41 06 02.19531(N) 074 41 31.01944(W)   ADJUSTED
 LY2919* NAD 83(2011) ELLIP HT-   129.048 (meters)        (06/27/12)   ADJUSTED
 LY2919* NAD 83(2011) EPOCH   -  2010.00
 LY2919* NAVD 88 ORTHO HEIGHT -   161.554 (meters)      530.03  (feet) ADJUSTED
 LY2919  ______________________________________________________________________
 LY2919  GEOID HEIGHT    -        -32.649 (meters)                     GEOID18
 LY2919  NAD 83(2011) X  -  1,270,765.799 (meters)                     COMP
 LY2919  NAD 83(2011) Y  - -4,642,574.506 (meters)                     COMP
 LY2919  NAD 83(2011) Z  -  4,170,934.123 (meters)                     COMP
 LY2919  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC18
 LY2919  DYNAMIC HEIGHT  -        161.485 (meters)      529.81  (feet) COMP
 LY2919  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 LY2919
 LY2919  VERT ORDER      -  SECOND    CLASS II
 LY2919
 LY2919  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2919  Standards:
 LY2919         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2919            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2919  -------------------------------------------------------------------
 LY2919  NETWORK    0.53   1.12           0.24   0.19   0.57      0.05742216
 LY2919  -------------------------------------------------------------------
 LY2919  Click here for local accuracies and other accuracy information.
 LY2919
 LY2919.The horizontal coordinates were established by GPS observations
 LY2919.and adjusted by the National Geodetic Survey in June 2012.
 LY2919
 LY2919.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2919.been affixed to the stable North American tectonic plate. See 
 LY2919.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2919
 LY2919.The horizontal coordinates are valid at the epoch date displayed above
 LY2919.which is a decimal equivalence of Year/Month/Day.
 LY2919
 LY2919.The orthometric height was determined by differential leveling and
 LY2919.adjusted by the NATIONAL GEODETIC SURVEY
 LY2919.in June 2018.
 LY2919
 LY2919.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2919.GEOID18 height accuracy estimate available here.
 LY2919
 LY2919.Click photographs - Photos may exist for this station.
 LY2919
 LY2919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2919
 LY2919.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2919
 LY2919.The ellipsoidal height was determined by GPS observations
 LY2919.and is referenced to NAD 83.
 LY2919
 LY2919.The dynamic height is computed by dividing the NAVD 88
 LY2919.geopotential number by the normal gravity value computed on the
 LY2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2919.degrees latitude (g = 980.6199 gals.).
 LY2919
 LY2919.The modeled gravity was interpolated from observed gravity values.
 LY2919
 LY2919. The following values were computed from the NAD 83(2011) position.
 LY2919
 LY2919;                    North         East     Units Scale Factor Converg.
 LY2919;SPC NJ       -   251,737.412   133,876.455   MT  0.99990320   -0 07 34.3
 LY2919;SPC NJ       -   825,908.49    439,226.34   sFT  0.99990320   -0 07 34.3
 LY2919;UTM  18      - 4,549,971.517   525,868.072   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2586849971(NAD 83)
 LY2919
 LY2919                          SUPERSEDED SURVEY CONTROL
 LY2919
 LY2919  NAD 83(2007)-  41 06 02.19554(N)    074 41 31.02035(W) AD(2002.00) 0
 LY2919  ELLIP H (02/10/07)  129.058  (m)                       GP(2002.00)    
 LY2919  ELLIP H (10/23/02)  129.041  (m)                       GP(       ) 4 1
 LY2919  NAD 83(1996)-  41 06 02.19558(N)    074 41 31.02029(W) AD(       ) 1
 LY2919  ELLIP H (05/14/99)  129.048  (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  NAVD 88 (07/21/94)  161.7    (m)  GEOID93  model used  GPS OBS        
 LY2919
 LY2919.Superseded values are not recommended for survey control.
 LY2919
 LY2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2919.See file dsdata.pdf to determine how the superseded data were derived.
 LY2919
 LY2919_MARKER: DD = SURVEY DISK
 LY2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2919_STAMPING: 19 Q 1 1992
 LY2919_MARK LOGO: NJGS
 LY2919_PROJECTION: FLUSH
 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 - August 24, 2020
 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  HISTORY     - 20170512 GOOD             NJGS
 LY2919  HISTORY     - 20190710 GOOD             NJGS
 LY2919  HISTORY     - 20200824 GOOD             BOSWEL
 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.
 LY2919
 LY2919                          STATION RECOVERY (2017)
 LY2919
 LY2919'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 LY2919'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 LY2919'HAMBURG, 6.0 MI (9.7 KM) WEST-SOUTHWEST OF FRANKLIN AND 4.3 MI (6.9
 LY2919'KM) NORTHEAST OF NEWTON, IN LAFAYETTE TOWNSHIP.
 LY2919'
 LY2919'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTES 15
 LY2919'(LAFAYETTE ROAD) AND NEW JERSEY STATE ROUTE 94.
 LY2919'
 LY2919'TO REACH THE MARK GO ABOUT 0.8 MI (1.3 KM) NORTHWEST TO THE STATION ON
 LY2919'THE RIGHT.
 LY2919
 LY2919                          STATION RECOVERY (2019)
 LY2919
 LY2919'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 LY2919'RECOVERED IN GOOD CONDITION.
 LY2919
 LY2919                          STATION RECOVERY (2020)
 LY2919
 LY2919'RECOVERY NOTE BY BOSWELL ENGINEERING 2020 (FK)
 LY2919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 LY2920  USGS QUAD   -  NEWTON EAST (2019)
 LY2920
 LY2920                         *CURRENT SURVEY CONTROL
 LY2920  ______________________________________________________________________
 LY2920* NAD 83(2011) POSITION- 41 02 35.79548(N) 074 37 59.60829(W)   ADJUSTED
 LY2920* NAD 83(2011) ELLIP HT-   181.765 (meters)        (06/27/12)   ADJUSTED
 LY2920* NAD 83(2011) EPOCH   -  2010.00
 LY2920* NAVD 88 ORTHO HEIGHT -   214.384 (meters)      703.36  (feet) ADJUSTED
 LY2920  ______________________________________________________________________
 LY2920  GEOID HEIGHT    -        -32.606 (meters)                     GEOID18
 LY2920  NAD 83(2011) X  -  1,276,642.650 (meters)                     COMP
 LY2920  NAD 83(2011) Y  - -4,645,341.728 (meters)                     COMP
 LY2920  NAD 83(2011) Z  -  4,166,168.530 (meters)                     COMP
 LY2920  LAPLACE CORR    -          4.12  (seconds)                    DEFLEC18
 LY2920  DYNAMIC HEIGHT  -        214.287 (meters)      703.04  (feet) COMP
 LY2920  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 LY2920
 LY2920  VERT ORDER      -  SECOND    CLASS II
 LY2920
 LY2920  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2920  Standards:
 LY2920         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2920            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2920  -------------------------------------------------------------------
 LY2920  NETWORK    0.41   0.98           0.19   0.14   0.50      0.02751775
 LY2920  -------------------------------------------------------------------
 LY2920  Click here for local accuracies and other accuracy information.
 LY2920
 LY2920.The horizontal coordinates were established by GPS observations
 LY2920.and adjusted by the National Geodetic Survey in June 2012.
 LY2920
 LY2920.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2920.been affixed to the stable North American tectonic plate. See 
 LY2920.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2920
 LY2920.The horizontal coordinates are valid at the epoch date displayed above
 LY2920.which is a decimal equivalence of Year/Month/Day.
 LY2920
 LY2920.The orthometric height was determined by differential leveling and
 LY2920.adjusted by the NATIONAL GEODETIC SURVEY
 LY2920.in September 1996.
 LY2920
 LY2920.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2920.GEOID18 height accuracy estimate available here.
 LY2920
 LY2920.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 LY2920
 LY2920.The ellipsoidal height was determined by GPS observations
 LY2920.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 LY2920
 LY2920;                    North         East     Units Scale Factor Converg.
 LY2920;SPC NJ       -   245,361.679   138,799.583   MT  0.99990154   -0 05 14.9
 LY2920;SPC NJ       -   804,990.78    455,378.30   sFT  0.99990154   -0 05 14.9
 LY2920;UTM  18      - 4,543,625.972   530,826.224   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3082643625(NAD 83)
 LY2920
 LY2920                          SUPERSEDED SURVEY CONTROL
 LY2920
 LY2920  NAD 83(2007)-  41 02 35.79544(N)    074 37 59.60885(W) AD(2002.00) 0
 LY2920  ELLIP H (02/10/07)  181.790  (m)                       GP(2002.00)    
 LY2920  ELLIP H (09/24/01)  181.768  (m)                       GP(       ) 4 1
 LY2920  NAD 83(1996)-  41 02 35.79535(N)    074 37 59.60887(W) AD(       ) B
 LY2920  ELLIP H (08/14/98)  181.777  (m)                       GP(       ) 3 2
 LY2920  NAD 83(1986)-  41 02 35.79512(N)    074 37 59.60943(W) AD(       ) 1
 LY2920  NAVD 88             214.38   (m)          703.3    (f) LEVELING    3  
 LY2920  NAVD 88 (07/21/94)  214.4    (m)  GEOID93  model used  GPS OBS        
 LY2920
 LY2920.Superseded values are not recommended for survey control.
 LY2920
 LY2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2920.See file dsdata.pdf to determine how the superseded data were derived.
 LY2920
 LY2920_MARKER: DD = SURVEY DISK
 LY2920_SETTING: 66 = SET 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 - March 26, 2025
 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  HISTORY     - 20090609 GOOD             BOSWEL
 LY2920  HISTORY     - 20110623 GOOD             JMT
 LY2920  HISTORY     - 20161219 GOOD             BOSWEL
 LY2920  HISTORY     - 20170510 GOOD             BOSWEL
 LY2920  HISTORY     - 20240430 GOOD             INDIV
 LY2920  HISTORY     - 20250326 GOOD             RAS
 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                          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.
 LY2920
 LY2920                          STATION RECOVERY (2009)
 LY2920
 LY2920'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (AB)
 LY2920'RECOVERED IN GOOD CONDITION.
 LY2920
 LY2920                          STATION RECOVERY (2011)
 LY2920
 LY2920'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2011 (PJM)
 LY2920'RECOVERED IN GOOD CONDITION.
 LY2920
 LY2920                          STATION RECOVERY (2016)
 LY2920
 LY2920'RECOVERY NOTE BY BOSWELL ENGINEERING 2016 (RRR)
 LY2920'RECOVERED IN GOOD CONDITION.
 LY2920
 LY2920                          STATION RECOVERY (2017)
 LY2920
 LY2920'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (RRR)
 LY2920'RECOVERED IN GOOD CONDITION.
 LY2920
 LY2920                          STATION RECOVERY (2024)
 LY2920
 LY2920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (JG)
 LY2920'RECOVERED IN GOOD CONDITION.
 LY2920
 LY2920                          STATION RECOVERY (2025)
 LY2920
 LY2920'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 LY2920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2921 ***********************************************************************
 LY2921  DESIGNATION -  19 S 1
 LY2921  PID         -  LY2921
 LY2921  STATE/COUNTY-  NJ/SUSSEX
 LY2921  COUNTRY     -  US
 LY2921  USGS QUAD   -  NEWTON WEST (2019)
 LY2921
 LY2921                         *CURRENT SURVEY CONTROL
 LY2921  ______________________________________________________________________
 LY2921* NAD 83(2011) POSITION- 41 02 37.20924(N) 074 50 49.92353(W)   ADJUSTED
 LY2921* NAD 83(2011) ELLIP HT-   111.572 (meters)        (06/27/12)   ADJUSTED
 LY2921* NAD 83(2011) EPOCH   -  2010.00
 LY2921* NAVD 88 ORTHO HEIGHT -   144.4   (meters)      474.    (feet) GPS OBS
 LY2921  ______________________________________________________________________
 LY2921  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2921  GEOID HEIGHT    -        -33.180 (meters)                     GEOID93
 LY2921  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 LY2921  NAD 83(2011) X  -  1,259,264.000 (meters)                     COMP
 LY2921  NAD 83(2011) Y  - -4,649,998.322 (meters)                     COMP
 LY2921  NAD 83(2011) Z  -  4,166,155.333 (meters)                     COMP
 LY2921  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 LY2921
 LY2921  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2921  Standards:
 LY2921         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2921            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2921  -------------------------------------------------------------------
 LY2921  NETWORK    0.61   1.22           0.27   0.22   0.62      0.10102484
 LY2921  -------------------------------------------------------------------
 LY2921  Click here for local accuracies and other accuracy information.
 LY2921
 LY2921.The horizontal coordinates were established by GPS observations
 LY2921.and adjusted by the National Geodetic Survey in June 2012.
 LY2921
 LY2921.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2921.been affixed to the stable North American tectonic plate. See 
 LY2921.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2921
 LY2921.The horizontal coordinates are valid at the epoch date displayed above
 LY2921.which is a decimal equivalence of Year/Month/Day.
 LY2921
 LY2921.The orthometric height was determined by GPS observations and a
 LY2921.high-resolution geoid model.
 LY2921
 LY2921.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2921.GEOID18 height accuracy estimate available here.
 LY2921
 LY2921.Click photographs - Photos may exist for this station.
 LY2921
 LY2921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2921
 LY2921.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2921
 LY2921.The ellipsoidal height was determined by GPS observations
 LY2921.and is referenced to NAD 83.
 LY2921
 LY2921. The following values were computed from the NAD 83(2011) position.
 LY2921
 LY2921;                    North         East     Units Scale Factor Converg.
 LY2921;SPC NJ       -   245,454.811   120,810.364   MT  0.99991048   -0 13 40.7
 LY2921;SPC NJ       -   805,296.33    396,358.67   sFT  0.99991048   -0 13 40.7
 LY2921;UTM  18      - 4,543,616.024   512,842.148   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1284243616(NAD 83)
 LY2921
 LY2921                          SUPERSEDED SURVEY CONTROL
 LY2921
 LY2921  NAD 83(2007)-  41 02 37.20944(N)    074 50 49.92446(W) AD(2002.00) 0
 LY2921  ELLIP H (02/10/07)  111.583  (m)                       GP(2002.00)    
 LY2921  ELLIP H (10/23/02)  111.572  (m)                       GP(       ) 4 1
 LY2921  NAD 83(1996)-  41 02 37.20950(N)    074 50 49.92460(W) AD(       ) 1
 LY2921  ELLIP H (05/14/99)  111.572  (m)                       GP(       ) 4 1
 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
 LY2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2921.See file dsdata.pdf to determine how the superseded data were derived.
 LY2921
 LY2921_MARKER: DD = SURVEY DISK
 LY2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20070324 GOOD             GEOCAC
 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.
 LY2921
 LY2921                          STATION RECOVERY (2007)
 LY2921
 LY2921'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY2921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2922 ***********************************************************************
 LY2922  DESIGNATION -  19 T 1
 LY2922  PID         -  LY2922
 LY2922  STATE/COUNTY-  NJ/SUSSEX
 LY2922  COUNTRY     -  US
 LY2922  USGS QUAD   -  NEWTON WEST (2019)
 LY2922
 LY2922                         *CURRENT SURVEY CONTROL
 LY2922  ______________________________________________________________________
 LY2922* NAD 83(2011) POSITION- 41 01 36.46880(N) 074 45 24.72416(W)   ADJUSTED
 LY2922* NAD 83(2011) ELLIP HT-   151.152 (meters)        (06/27/12)   ADJUSTED
 LY2922* NAD 83(2011) EPOCH   -  2010.00
 LY2922* NAVD 88 ORTHO HEIGHT -   183.9   (meters)      603.    (feet) GPS OBS
 LY2922  ______________________________________________________________________
 LY2922  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2922  GEOID HEIGHT    -        -33.100 (meters)                     GEOID93
 LY2922  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 LY2922  NAD 83(2011) X  -  1,266,924.955 (meters)                     COMP
 LY2922  NAD 83(2011) Y  - -4,649,222.886 (meters)                     COMP
 LY2922  NAD 83(2011) Z  -  4,164,767.907 (meters)                     COMP
 LY2922  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC18
 LY2922
 LY2922  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2922  Standards:
 LY2922         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2922            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2922  -------------------------------------------------------------------
 LY2922  NETWORK    0.50   1.04           0.23   0.17   0.53      0.06894716
 LY2922  -------------------------------------------------------------------
 LY2922  Click here for local accuracies and other accuracy information.
 LY2922
 LY2922.The horizontal coordinates were established by GPS observations
 LY2922.and adjusted by the National Geodetic Survey in June 2012.
 LY2922
 LY2922.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2922.been affixed to the stable North American tectonic plate. See 
 LY2922.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2922
 LY2922.The horizontal coordinates are valid at the epoch date displayed above
 LY2922.which is a decimal equivalence of Year/Month/Day.
 LY2922
 LY2922.The orthometric height was determined by GPS observations and a
 LY2922.high-resolution geoid model.
 LY2922
 LY2922.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2922.GEOID18 height accuracy estimate available here.
 LY2922
 LY2922.Click photographs - Photos may exist for this station.
 LY2922
 LY2922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2922
 LY2922.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2922
 LY2922.The ellipsoidal height was determined by GPS observations
 LY2922.and is referenced to NAD 83.
 LY2922
 LY2922. The following values were computed from the NAD 83(2011) position.
 LY2922
 LY2922;                    North         East     Units Scale Factor Converg.
 LY2922;SPC NJ       -   243,554.957   128,399.284   MT  0.99990574   -0 10 07.0
 LY2922;SPC NJ       -   799,063.22    421,256.65   sFT  0.99990574   -0 10 07.0
 LY2922;UTM  18      - 4,541,760.244   520,439.513   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2043941760(NAD 83)
 LY2922
 LY2922                          SUPERSEDED SURVEY CONTROL
 LY2922
 LY2922  NAD 83(2007)-  41 01 36.46902(N)    074 45 24.72509(W) AD(2002.00) 0
 LY2922  ELLIP H (02/10/07)  151.162  (m)                       GP(2002.00)    
 LY2922  ELLIP H (10/23/02)  151.149  (m)                       GP(       ) 4 1
 LY2922  NAD 83(1996)-  41 01 36.46905(N)    074 45 24.72517(W) AD(       ) 1
 LY2922  ELLIP H (05/14/99)  151.152  (m)                       GP(       ) 4 1
 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
 LY2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2922.See file dsdata.pdf to determine how the superseded data were derived.
 LY2922
 LY2922_MARKER: DD = SURVEY DISK
 LY2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2922_STAMPING: 19 T 1 1993
 LY2922_MARK LOGO: NJGS
 LY2922_PROJECTION: FLUSH
 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  HISTORY     - 20210729 GOOD             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
 LY2922
 LY2922                          STATION RECOVERY (2021)
 LY2922
 LY2922'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 LY2922'THE RUNWAY DOES NOT APPEAR TO BE IN USE, VEGETATION GROWTH IN THE
 LY2922'JOINTS AND ALONG THE EDGE OF RUNWAY.  THE NUMBER 6 AND 24 THAT WERE
 LY2922'PAINTED ON THE RUNWAY HAVE BEEN ELIMINATED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2923 ***********************************************************************
 LY2923  DESIGNATION -  19 U 1
 LY2923  PID         -  LY2923
 LY2923  STATE/COUNTY-  NJ/SUSSEX
 LY2923  COUNTRY     -  US
 LY2923  USGS QUAD   -  NEWTON WEST (2019)
 LY2923
 LY2923                         *CURRENT SURVEY CONTROL
 LY2923  ______________________________________________________________________
 LY2923* NAD 83(2011) POSITION- 41 01 24.03252(N) 074 45 46.88955(W)   ADJUSTED
 LY2923* NAD 83(2011) ELLIP HT-   149.593 (meters)        (06/27/12)   ADJUSTED
 LY2923* NAD 83(2011) EPOCH   -  2010.00
 LY2923* NAVD 88 ORTHO HEIGHT -   182.4   (meters)      598.    (feet) GPS OBS
 LY2923  ______________________________________________________________________
 LY2923  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2923  GEOID HEIGHT    -        -33.110 (meters)                     GEOID93
 LY2923  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 LY2923  NAD 83(2011) X  -  1,266,491.211 (meters)                     COMP
 LY2923  NAD 83(2011) Y  - -4,649,600.839 (meters)                     COMP
 LY2923  NAD 83(2011) Z  -  4,164,477.450 (meters)                     COMP
 LY2923  LAPLACE CORR    -          2.74  (seconds)                    DEFLEC18
 LY2923
 LY2923  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2923  Standards:
 LY2923         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2923            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2923  -------------------------------------------------------------------
 LY2923  NETWORK    0.54   1.08           0.25   0.18   0.55      0.06393657
 LY2923  -------------------------------------------------------------------
 LY2923  Click here for local accuracies and other accuracy information.
 LY2923
 LY2923.The horizontal coordinates were established by GPS observations
 LY2923.and adjusted by the National Geodetic Survey in June 2012.
 LY2923
 LY2923.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2923.been affixed to the stable North American tectonic plate. See 
 LY2923.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2923
 LY2923.The horizontal coordinates are valid at the epoch date displayed above
 LY2923.which is a decimal equivalence of Year/Month/Day.
 LY2923
 LY2923.The orthometric height was determined by GPS observations and a
 LY2923.high-resolution geoid model.
 LY2923
 LY2923.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2923.GEOID18 height accuracy estimate available here.
 LY2923
 LY2923.Click photographs - Photos may exist for this station.
 LY2923
 LY2923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2923
 LY2923.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2923
 LY2923.The ellipsoidal height was determined by GPS observations
 LY2923.and is referenced to NAD 83.
 LY2923
 LY2923. The following values were computed from the NAD 83(2011) position.
 LY2923
 LY2923;                    North         East     Units Scale Factor Converg.
 LY2923;SPC NJ       -   243,172.897   127,880.364   MT  0.99990602   -0 10 21.5
 LY2923;SPC NJ       -   797,809.75    419,554.16   sFT  0.99990602   -0 10 21.5
 LY2923;UTM  18      - 4,541,375.334   519,922.946   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  =   0.99958143
 LY2923
 LY2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1992241375(NAD 83)
 LY2923
 LY2923                          SUPERSEDED SURVEY CONTROL
 LY2923
 LY2923  NAD 83(2007)-  41 01 24.03273(N)    074 45 46.89048(W) AD(2002.00) 0
 LY2923  ELLIP H (02/10/07)  149.604  (m)                       GP(2002.00)    
 LY2923  ELLIP H (10/23/02)  149.591  (m)                       GP(       ) 4 1
 LY2923  NAD 83(1996)-  41 01 24.03278(N)    074 45 46.89059(W) AD(       ) 1
 LY2923  ELLIP H (05/14/99)  149.593  (m)                       GP(       ) 4 1
 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
 LY2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2923.See file dsdata.pdf to determine how the superseded data were derived.
 LY2923
 LY2923_MARKER: DD = SURVEY DISK
 LY2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2923_STAMPING: 19 U 1 1993
 LY2923_MARK LOGO: NJGS
 LY2923_PROJECTION: FLUSH
 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  HISTORY     - 20210729 GOOD             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.
 LY2923
 LY2923                          STATION RECOVERY (2021)
 LY2923
 LY2923'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 LY2923'THE RUNWAY DOES NOT APPEAR TO BE IN USE, VEGETATION GROWTH IN THE
 LY2923'JOINTS AND ALONG THE EDGE OF RUNWAY.  THE NUMBER 6 AND 24 THAT WERE
 LY2923'PAINTED ON THE RUNWAY HAVE BEEN ELIMINATED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7119 ***********************************************************************
 KV7119  DESIGNATION -  19 V 1
 KV7119  PID         -  KV7119
 KV7119  STATE/COUNTY-  NJ/SUSSEX
 KV7119  COUNTRY     -  US
 KV7119  USGS QUAD   -  STANHOPE (2016)
 KV7119
 KV7119                         *CURRENT SURVEY CONTROL
 KV7119  ______________________________________________________________________
 KV7119* NAD 83(2011) POSITION- 40 58 16.44405(N) 074 40 11.58322(W)   ADJUSTED
 KV7119* NAD 83(2011) ELLIP HT-   215.018 (meters)        (06/27/12)   ADJUSTED
 KV7119* NAD 83(2011) EPOCH   -  2010.00
 KV7119* NAVD 88 ORTHO HEIGHT -   247.7   (meters)      813.    (feet) GPS OBS
 KV7119  ______________________________________________________________________
 KV7119  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7119  GEOID HEIGHT    -        -33.030 (meters)                     GEOID93
 KV7119  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 KV7119  NAD 83(2011) X  -  1,275,064.717 (meters)                     COMP
 KV7119  NAD 83(2011) Y  - -4,651,244.790 (meters)                     COMP
 KV7119  NAD 83(2011) Z  -  4,160,152.724 (meters)                     COMP
 KV7119  LAPLACE CORR    -          3.27  (seconds)                    DEFLEC18
 KV7119
 KV7119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7119  Standards:
 KV7119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7119  -------------------------------------------------------------------
 KV7119  NETWORK    0.52   1.00           0.23   0.19   0.51      0.10283443
 KV7119  -------------------------------------------------------------------
 KV7119  Click here for local accuracies and other accuracy information.
 KV7119
 KV7119.The horizontal coordinates were established by GPS observations
 KV7119.and adjusted by the National Geodetic Survey in June 2012.
 KV7119
 KV7119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7119.been affixed to the stable North American tectonic plate. See 
 KV7119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7119
 KV7119.The horizontal coordinates are valid at the epoch date displayed above
 KV7119.which is a decimal equivalence of Year/Month/Day.
 KV7119
 KV7119.The orthometric height was determined by GPS observations and a
 KV7119.high-resolution geoid model.
 KV7119
 KV7119.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7119.GEOID18 height accuracy estimate available here.
 KV7119
 KV7119.Click photographs - Photos may exist for this station.
 KV7119
 KV7119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7119
 KV7119.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7119
 KV7119.The ellipsoidal height was determined by GPS observations
 KV7119.and is referenced to NAD 83.
 KV7119
 KV7119. The following values were computed from the NAD 83(2011) position.
 KV7119
 KV7119;                    North         East     Units Scale Factor Converg.
 KV7119;SPC NJ       -   237,367.265   135,701.974   MT  0.99990252   -0 06 41.0
 KV7119;SPC NJ       -   778,762.44    445,215.56   sFT  0.99990252   -0 06 41.0
 KV7119;UTM  18      - 4,535,616.287   527,775.331   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2777535616(NAD 83)
 KV7119
 KV7119                          SUPERSEDED SURVEY CONTROL
 KV7119
 KV7119  NAD 83(2007)-  40 58 16.44427(N)    074 40 11.58414(W) AD(2002.00) 0
 KV7119  ELLIP H (02/10/07)  215.030  (m)                       GP(2002.00)    
 KV7119  ELLIP H (10/23/02)  215.019  (m)                       GP(       ) 4 1
 KV7119  NAD 83(1996)-  40 58 16.44432(N)    074 40 11.58425(W) AD(       ) 1
 KV7119  ELLIP H (05/14/99)  215.021  (m)                       GP(       ) 4 1
 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
 KV7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7119.See file dsdata.pdf to determine how the superseded data were derived.
 KV7119
 KV7119_MARKER: DD = SURVEY DISK
 KV7119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7119_STAMPING: 19 V 1 1993
 KV7119_MARK LOGO: NJGS
 KV7119_PROJECTION: FLUSH
 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 - March 26, 2025
 KV7119
 KV7119  HISTORY     - Date     Condition        Report By
 KV7119  HISTORY     - 1993     MONUMENTED       NJGS
 KV7119  HISTORY     - 20010410 GOOD             NJGS
 KV7119  HISTORY     - 20060919 GOOD             AASCO
 KV7119  HISTORY     - 20150412 GOOD             INDIV
 KV7119  HISTORY     - 20200114 GOOD             NJGS
 KV7119  HISTORY     - 20250326 GOOD             RAS
 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.
 KV7119
 KV7119                          STATION RECOVERY (2015)
 KV7119
 KV7119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RGW)
 KV7119'RECOVERED AS DESCRIBED
 KV7119
 KV7119                          STATION RECOVERY (2020)
 KV7119
 KV7119'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV7119'RECOVERED IN GOOD CONDITION.
 KV7119
 KV7119                          STATION RECOVERY (2025)
 KV7119
 KV7119'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV7119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7120 ***********************************************************************
 KV7120  DESIGNATION -  19 W 1
 KV7120  PID         -  KV7120
 KV7120  STATE/COUNTY-  NJ/SUSSEX
 KV7120  COUNTRY     -  US
 KV7120  USGS QUAD   -  STANHOPE (2016)
 KV7120
 KV7120                         *CURRENT SURVEY CONTROL
 KV7120  ______________________________________________________________________
 KV7120* NAD 83(2011) POSITION- 40 56 02.83544(N) 074 42 18.40257(W)   ADJUSTED
 KV7120* NAD 83(2011) ELLIP HT-   184.661 (meters)        (06/27/12)   ADJUSTED
 KV7120* NAD 83(2011) EPOCH   -  2010.00
 KV7120* NAVD 88 ORTHO HEIGHT -   217.5   (meters)      714.    (feet) GPS OBS
 KV7120  ______________________________________________________________________
 KV7120  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7120  GEOID HEIGHT    -        -33.120 (meters)                     GEOID93
 KV7120  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 KV7120  NAD 83(2011) X  -  1,272,911.290 (meters)                     COMP
 KV7120  NAD 83(2011) Y  - -4,654,611.574 (meters)                     COMP
 KV7120  NAD 83(2011) Z  -  4,157,019.912 (meters)                     COMP
 KV7120  LAPLACE CORR    -          3.79  (seconds)                    DEFLEC18
 KV7120
 KV7120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7120  Standards:
 KV7120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7120  -------------------------------------------------------------------
 KV7120  NETWORK    0.49   1.00           0.22   0.18   0.51      0.09501488
 KV7120  -------------------------------------------------------------------
 KV7120  Click here for local accuracies and other accuracy information.
 KV7120
 KV7120.The horizontal coordinates were established by GPS observations
 KV7120.and adjusted by the National Geodetic Survey in June 2012.
 KV7120
 KV7120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7120.been affixed to the stable North American tectonic plate. See 
 KV7120.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7120
 KV7120.The horizontal coordinates are valid at the epoch date displayed above
 KV7120.which is a decimal equivalence of Year/Month/Day.
 KV7120
 KV7120.The orthometric height was determined by GPS observations and a
 KV7120.high-resolution geoid model.
 KV7120
 KV7120.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7120.GEOID18 height accuracy estimate available here.
 KV7120
 KV7120.Click photographs - Photos may exist for this station.
 KV7120
 KV7120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7120
 KV7120.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7120
 KV7120.The ellipsoidal height was determined by GPS observations
 KV7120.and is referenced to NAD 83.
 KV7120
 KV7120. The following values were computed from the NAD 83(2011) position.
 KV7120
 KV7120;                    North         East     Units Scale Factor Converg.
 KV7120;SPC NJ       -   233,252.469   132,727.430   MT  0.99990367   -0 08 03.8
 KV7120;SPC NJ       -   765,262.48    435,456.58   sFT  0.99990367   -0 08 03.8
 KV7120;UTM  18      - 4,531,485.762   524,825.240   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  =   0.99957864
 KV7120
 KV7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2482531485(NAD 83)
 KV7120
 KV7120                          SUPERSEDED SURVEY CONTROL
 KV7120
 KV7120  NAD 83(2007)-  40 56 02.83563(N)    074 42 18.40351(W) AD(2002.00) 0
 KV7120  ELLIP H (02/10/07)  184.673  (m)                       GP(2002.00)    
 KV7120  ELLIP H (10/23/02)  184.667  (m)                       GP(       ) 4 1
 KV7120  NAD 83(1996)-  40 56 02.83568(N)    074 42 18.40375(W) AD(       ) 1
 KV7120  ELLIP H (05/14/99)  184.664  (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
 KV7120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7120.See file dsdata.pdf to determine how the superseded data were derived.
 KV7120
 KV7120_MARKER: DD = SURVEY DISK
 KV7120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 LY2924 ***********************************************************************
 LY2924  DESIGNATION -  19 X 1
 LY2924  PID         -  LY2924
 LY2924  STATE/COUNTY-  NJ/SUSSEX
 LY2924  COUNTRY     -  US
 LY2924  USGS QUAD   -  HAMBURG (2019)
 LY2924
 LY2924                         *CURRENT SURVEY CONTROL
 LY2924  ______________________________________________________________________
 LY2924* NAD 83(2011) POSITION- 41 07 34.04690(N) 074 37 23.65144(W)   ADJUSTED
 LY2924* NAD 83(2011) ELLIP HT-   135.526 (meters)        (06/27/12)   ADJUSTED
 LY2924* NAD 83(2011) EPOCH   -  2010.00
 LY2924* NAVD 88 ORTHO HEIGHT -   168.1   (meters)      552.    (feet) GPS OBS
 LY2924  ______________________________________________________________________
 LY2924  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2924  GEOID HEIGHT    -        -32.820 (meters)                     GEOID93
 LY2924  GEOID HEIGHT    -        -32.533 (meters)                     GEOID18
 LY2924  NAD 83(2011) X  -  1,275,839.835 (meters)                     COMP
 LY2924  NAD 83(2011) Y  - -4,639,255.351 (meters)                     COMP
 LY2924  NAD 83(2011) Z  -  4,173,073.231 (meters)                     COMP
 LY2924  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 LY2924
 LY2924  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2924  Standards:
 LY2924         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2924            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2924  -------------------------------------------------------------------
 LY2924  NETWORK    0.56   1.18           0.25   0.20   0.60      0.06844405
 LY2924  -------------------------------------------------------------------
 LY2924  Click here for local accuracies and other accuracy information.
 LY2924
 LY2924.The horizontal coordinates were established by GPS observations
 LY2924.and adjusted by the National Geodetic Survey in June 2012.
 LY2924
 LY2924.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2924.been affixed to the stable North American tectonic plate. See 
 LY2924.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2924
 LY2924.The horizontal coordinates are valid at the epoch date displayed above
 LY2924.which is a decimal equivalence of Year/Month/Day.
 LY2924
 LY2924.The orthometric height was determined by GPS observations and a
 LY2924.high-resolution geoid model.
 LY2924
 LY2924.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2924.GEOID18 height accuracy estimate available here.
 LY2924
 LY2924.Click photographs - Photos may exist for this station.
 LY2924
 LY2924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2924
 LY2924.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2924
 LY2924.The ellipsoidal height was determined by GPS observations
 LY2924.and is referenced to NAD 83.
 LY2924
 LY2924. The following values were computed from the NAD 83(2011) position.
 LY2924
 LY2924;                    North         East     Units Scale Factor Converg.
 LY2924;SPC NJ       -   254,560.215   139,652.297   MT  0.99990132   -0 04 51.8
 LY2924;SPC NJ       -   835,169.64    458,175.91   sFT  0.99990132   -0 04 51.8
 LY2924;UTM  18      - 4,552,826.583   531,625.939   MT  0.99961231   +0 14 52.1
 LY2924
 LY2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2924!SPC NJ       -   0.99997874  x   0.99990132  =   0.99988006
 LY2924!UTM  18      -   0.99997874  x   0.99961231  =   0.99959106
 LY2924
 LY2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3162552826(NAD 83)
 LY2924
 LY2924                          SUPERSEDED SURVEY CONTROL
 LY2924
 LY2924  NAD 83(2007)-  41 07 34.04713(N)    074 37 23.65234(W) AD(2002.00) 0
 LY2924  ELLIP H (02/10/07)  135.536  (m)                       GP(2002.00)    
 LY2924  ELLIP H (10/23/02)  135.518  (m)                       GP(       ) 4 1
 LY2924  NAD 83(1996)-  41 07 34.04719(N)    074 37 23.65222(W) AD(       ) 1
 LY2924  ELLIP H (05/14/99)  135.526  (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
 LY2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2924.See file dsdata.pdf to determine how the superseded data were derived.
 LY2924
 LY2924_MARKER: DD = SURVEY DISK
 LY2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 LY2925 ***********************************************************************
 LY2925  DESIGNATION -  19 Y 1
 LY2925  PID         -  LY2925
 LY2925  STATE/COUNTY-  NJ/SUSSEX
 LY2925  COUNTRY     -  US
 LY2925  USGS QUAD   -  FRANKLIN (2019)
 LY2925
 LY2925                         *CURRENT SURVEY CONTROL
 LY2925  ______________________________________________________________________
 LY2925* NAD 83(2011) POSITION- 41 06 17.06213(N) 074 34 45.62982(W)   ADJUSTED
 LY2925* NAD 83(2011) ELLIP HT-   145.456 (meters)        (06/27/12)   ADJUSTED
 LY2925* NAD 83(2011) EPOCH   -  2010.00
 LY2925* NAVD 88 ORTHO HEIGHT -   177.9   (meters)      584.    (feet) GPS OBS
 LY2925  ______________________________________________________________________
 LY2925  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2925  GEOID HEIGHT    -        -32.760 (meters)                     GEOID93
 LY2925  GEOID HEIGHT    -        -32.477 (meters)                     GEOID18
 LY2925  NAD 83(2011) X  -  1,279,810.897 (meters)                     COMP
 LY2925  NAD 83(2011) Y  - -4,639,789.260 (meters)                     COMP
 LY2925  NAD 83(2011) Z  -  4,171,290.506 (meters)                     COMP
 LY2925  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 LY2925
 LY2925  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2925  Standards:
 LY2925         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2925            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2925  -------------------------------------------------------------------
 LY2925  NETWORK    0.51   1.10           0.23   0.18   0.56      0.09524620
 LY2925  -------------------------------------------------------------------
 LY2925  Click here for local accuracies and other accuracy information.
 LY2925
 LY2925.The horizontal coordinates were established by GPS observations
 LY2925.and adjusted by the National Geodetic Survey in June 2012.
 LY2925
 LY2925.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2925.been affixed to the stable North American tectonic plate. See 
 LY2925.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2925
 LY2925.The horizontal coordinates are valid at the epoch date displayed above
 LY2925.which is a decimal equivalence of Year/Month/Day.
 LY2925
 LY2925.The orthometric height was determined by GPS observations and a
 LY2925.high-resolution geoid model.
 LY2925
 LY2925.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2925.GEOID18 height accuracy estimate available here.
 LY2925
 LY2925.Click photographs - Photos may exist for this station.
 LY2925
 LY2925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2925
 LY2925.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2925
 LY2925.The ellipsoidal height was determined by GPS observations
 LY2925.and is referenced to NAD 83.
 LY2925
 LY2925. The following values were computed from the NAD 83(2011) position.
 LY2925
 LY2925;                    North         East     Units Scale Factor Converg.
 LY2925;SPC NJ       -   252,181.270   143,335.823   MT  0.99990055   -0 03 07.8
 LY2925;SPC NJ       -   827,364.72    470,260.95   sFT  0.99990055   -0 03 07.8
 LY2925;UTM  18      - 4,550,469.491   535,321.994   MT  0.99961535   +0 16 35.6
 LY2925
 LY2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2925!SPC NJ       -   0.99997718  x   0.99990055  =   0.99987774
 LY2925!UTM  18      -   0.99997718  x   0.99961535  =   0.99959254
 LY2925
 LY2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3532150469(NAD 83)
 LY2925
 LY2925                          SUPERSEDED SURVEY CONTROL
 LY2925
 LY2925  NAD 83(2007)-  41 06 17.06236(N)    074 34 45.63072(W) AD(2002.00) 0
 LY2925  ELLIP H (02/10/07)  145.467  (m)                       GP(2002.00)    
 LY2925  ELLIP H (10/23/02)  145.448  (m)                       GP(       ) 4 1
 LY2925  NAD 83(1996)-  41 06 17.06242(N)    074 34 45.63058(W) AD(       ) 1
 LY2925  ELLIP H (05/14/99)  145.457  (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
 LY2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2925.See file dsdata.pdf to determine how the superseded data were derived.
 LY2925
 LY2925_MARKER: DD = SURVEY DISK
 LY2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2925_STAMPING: 19 Y 1 1993
 LY2925_MARK LOGO: NJGS
 LY2925_PROJECTION: RECESSED 12 CENTIMETERS
 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 23, 2019
 LY2925
 LY2925  HISTORY     - Date     Condition        Report By
 LY2925  HISTORY     - 1993     MONUMENTED       NJGS
 LY2925  HISTORY     - 20010731 GOOD             STEWRT
 LY2925  HISTORY     - 20190723 GOOD             NJGS
 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.
 LY2925
 LY2925                          STATION RECOVERY (2019)
 LY2925
 LY2925'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 LY2925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7186 ***********************************************************************
 DQ7186  DESIGNATION -  19 Z 1
 DQ7186  PID         -  DQ7186
 DQ7186  STATE/COUNTY-  NJ/SUSSEX
 DQ7186  COUNTRY     -  US
 DQ7186  USGS QUAD   -  NEWTON EAST (2019)
 DQ7186
 DQ7186                         *CURRENT SURVEY CONTROL
 DQ7186  ______________________________________________________________________
 DQ7186* NAD 83(1986) POSITION- 41 05 32.11   (N) 074 41 20.74   (W)   HD_HELD1
 DQ7186* NAVD 88 ORTHO HEIGHT -   170.938 (meters)      560.82  (feet) ADJUSTED
 DQ7186  ______________________________________________________________________
 DQ7186  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 DQ7186  DYNAMIC HEIGHT  -        170.864 (meters)      560.58  (feet) COMP
 DQ7186  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 DQ7186
 DQ7186  VERT ORDER      -  SECOND    CLASS II
 DQ7186
 DQ7186.The horizontal coordinates were determined by differentially corrected
 DQ7186.hand held GPS observations or other comparable positioning techniques
 DQ7186.and have an estimated accuracy of +/- 3 meters.
 DQ7186
 DQ7186.The orthometric height was determined by differential leveling and
 DQ7186.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7186.in June 2018.
 DQ7186
 DQ7186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7186.GEOID18 height accuracy estimate available here.
 DQ7186
 DQ7186.Click photographs - Photos may exist for this station.
 DQ7186
 DQ7186.The dynamic height is computed by dividing the NAVD 88
 DQ7186.geopotential number by the normal gravity value computed on the
 DQ7186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7186.degrees latitude (g = 980.6199 gals.).
 DQ7186
 DQ7186.The modeled gravity was interpolated from observed gravity values.
 DQ7186
 DQ7186;                    North         East    Units  Estimated Accuracy
 DQ7186;SPC NJ       -   250,808.9     134,114.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7186
 DQ7186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2611149044(NAD 83)
 DQ7186
 DQ7186                          SUPERSEDED SURVEY CONTROL
 DQ7186
 DQ7186.No superseded survey control is available for this station.
 DQ7186
 DQ7186_MARKER: DD = SURVEY DISK
 DQ7186_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ7186_SP_SET: BRIDGE ABUTMENT
 DQ7186_STAMPING: 19 Z 1 2017
 DQ7186_MARK LOGO: NJGS
 DQ7186_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7186+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2017
 DQ7186
 DQ7186  HISTORY     - Date     Condition        Report By
 DQ7186  HISTORY     - 20170512 MONUMENTED       NJGS
 DQ7186
 DQ7186                          STATION DESCRIPTION
 DQ7186
 DQ7186'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7186'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF HAMBURG,
 DQ7186'6.0 MI (9.7 KM) WEST-SOUTHWEST OF FRANKLIN AND 4.1 MI (6.6 KM)
 DQ7186'NORTHEAST OF NEWTON, LAFAYETTE TOWNSHIP.
 DQ7186'
 DQ7186'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTES 15
 DQ7186'(LAFAYETTE ROAD) AND NEW JERSEY STATE ROUTE 94, GO ABOUT 0.3 MI (0.5
 DQ7186'KM) WEST ON NEW JERSEY STATE ROUTE 94 TO THE BRIDGE AND THE STATION ON
 DQ7186'THE RIGHT, SET IN A DRILL HOLE IN THE NORTH CORNER OF THE WEST BRIDGE
 DQ7186'ABUTMENT IN THE SIDEWALK AREA ON THE NORTH SIDE OF THE NEW JERSEY
 DQ7186'STATE ROUTE 94 BRIDGE SPANNING PAULINS KILL.
 DQ7186'
 DQ7186'THE STATION IS 18 FT (5.5 M) EAST OF THE WEST BALUSTRADE END OF THE
 DQ7186'BRIDGE, 70 FT (21.3 M) EAST OF THE CENTERLINE OF THE SUSSEX BRANCH
 DQ7186'TRAIL (FORMER RAILROAD GRADE) CROSSING NEW JERSEY STATE ROUTE 94, 40
 DQ7186'FT (12.2 M) WEST OF THE CENTER OF THE BRIDGE, 4 FT (1.2 M) NORTH OF
 DQ7186'THE NORTH CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0828 ***********************************************************************
 KV0828  DESIGNATION -  19.37 NJGS
 KV0828  PID         -  KV0828
 KV0828  STATE/COUNTY-  NJ/MONMOUTH
 KV0828  COUNTRY     -  US
 KV0828  USGS QUAD   -  POINT PLEASANT (2019)
 KV0828
 KV0828                         *CURRENT SURVEY CONTROL
 KV0828  ______________________________________________________________________
 KV0828* NAD 83(1986) POSITION- 40 07 25.     (N) 074 03 05.     (W)   SCALED
 KV0828* NAVD 88 ORTHO HEIGHT -     5.473 (meters)       17.96  (feet) ADJUSTED
 KV0828  ______________________________________________________________________
 KV0828  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 KV0828  DYNAMIC HEIGHT  -          5.470 (meters)       17.95  (feet) COMP
 KV0828  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 KV0828
 KV0828  VERT ORDER      -  FIRST     CLASS I
 KV0828
 KV0828.The horizontal coordinates were scaled from a map and have
 KV0828.an estimated accuracy of +/- 6 seconds.
 KV0828
 KV0828.The orthometric height was determined by differential leveling and
 KV0828.adjusted by the NATIONAL GEODETIC SURVEY
 KV0828.in June 1991.
 KV0828
 KV0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0828.GEOID18 height accuracy estimate available here.
 KV0828
 KV0828.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK808419(NAD 83)
 KV0828
 KV0828                          SUPERSEDED SURVEY CONTROL
 KV0828
 KV0828  NGVD 29 (04/16/92)    5.805  (m)           19.05   (f) ADJUSTED    1 1
 KV0828  NGVD 29 (??/??/87)    5.848  (m)           19.19   (f) SUPERSEDED  1 1
 KV0828
 KV0828.Superseded values are not recommended for survey control.
 KV0828
 KV0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0828.See file dsdata.pdf to determine how the superseded data were derived.
 KV0828
 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 = JULY 24, 2026 22:12:30 EDT
 KV0004 ***********************************************************************
 KV0004  DESIGNATION -  19.7
 KV0004  PID         -  KV0004
 KV0004  STATE/COUNTY-  NJ/MIDDLESEX
 KV0004  COUNTRY     -  US
 KV0004  USGS QUAD   -  PERTH AMBOY (2016)
 KV0004
 KV0004                         *CURRENT SURVEY CONTROL
 KV0004  ______________________________________________________________________
 KV0004* NAD 83(1986) POSITION- 40 30 02.     (N) 074 16 42.     (W)   SCALED
 KV0004* NAVD 88 ORTHO HEIGHT -     5.661 (meters)       18.57  (feet) ADJUSTED
 KV0004  ______________________________________________________________________
 KV0004  GEOID HEIGHT    -        -32.511 (meters)                     GEOID18
 KV0004  DYNAMIC HEIGHT  -          5.659 (meters)       18.57  (feet) COMP
 KV0004  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 KV0004
 KV0004  VERT ORDER      -  FIRST     CLASS I
 KV0004
 KV0004.The horizontal coordinates were scaled from a map and have
 KV0004.an estimated accuracy of +/- 6 seconds.
 KV0004
 KV0004.The orthometric height was determined by differential leveling and
 KV0004.adjusted by the NATIONAL GEODETIC SURVEY
 KV0004.in June 1991.
 KV0004
 KV0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0004.GEOID18 height accuracy estimate available here.
 KV0004
 KV0004.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611835(NAD 83)
 KV0004
 KV0004                          SUPERSEDED SURVEY CONTROL
 KV0004
 KV0004  NGVD 29 (04/16/92)    5.962  (m)           19.56   (f) ADJUSTED    1 1
 KV0004  NGVD 29 (??/??/87)    6.008  (m)           19.71   (f) SUPERSEDED  1 1
 KV0004
 KV0004.Superseded values are not recommended for survey control.
 KV0004
 KV0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0004.See file dsdata.pdf to determine how the superseded data were derived.
 KV0004
 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 = JULY 24, 2026 22:12:30 EDT
 KV1008 ***********************************************************************
 KV1008  DESIGNATION -  19.78 NJGS
 KV1008  PID         -  KV1008
 KV1008  STATE/COUNTY-  NJ/BURLINGTON
 KV1008  COUNTRY     -  US
 KV1008  USGS QUAD   -  BEVERLY (2016)
 KV1008
 KV1008                         *CURRENT SURVEY CONTROL
 KV1008  ______________________________________________________________________
 KV1008* NAD 83(1986) POSITION- 40 02 17.     (N) 074 57 39.     (W)   SCALED
 KV1008* NAVD 88 ORTHO HEIGHT -     5.782 (meters)       18.97  (feet) POSTED
 KV1008  ______________________________________________________________________
 KV1008  GEOID HEIGHT    -        -32.904 (meters)                     GEOID18
 KV1008  DYNAMIC HEIGHT  -          5.78  (meters)       19.0   (feet) COMP
 KV1008  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 KV1008
 KV1008  VERT ORDER      -  * POSTED, SEE BELOW
 KV1008
 KV1008.The horizontal coordinates were scaled from a 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
 KV1008.* This is a POSTED BENCH MARK height.
 KV1008
 KV1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1008.GEOID18 height accuracy estimate available here.
 KV1008
 KV1008.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK033319(NAD 83)
 KV1008
 KV1008                          SUPERSEDED SURVEY CONTROL
 KV1008
 KV1008  NGVD 29 (11/26/84)    6.143  (m)           20.15   (f) ADJUSTED    1 2
 KV1008
 KV1008.Superseded values are not recommended for survey control.
 KV1008
 KV1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1008.See file dsdata.pdf to determine how the superseded data were derived.
 KV1008
 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 = JULY 24, 2026 22:12:30 EDT
 KV1076 ***********************************************************************
 KV1076  DESIGNATION -  191
 KV1076  PID         -  KV1076
 KV1076  STATE/COUNTY-  NJ/MERCER
 KV1076  COUNTRY     -  US
 KV1076  USGS QUAD   -  TRENTON EAST (2019)
 KV1076
 KV1076                         *CURRENT SURVEY CONTROL
 KV1076  ______________________________________________________________________
 KV1076* NAD 83(1986) POSITION- 40 11 57.     (N) 074 44 49.     (W)   SCALED
 KV1076* NAVD 88 ORTHO HEIGHT -    13.964 (meters)       45.81  (feet) ADJUSTED
 KV1076  ______________________________________________________________________
 KV1076  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 KV1076  DYNAMIC HEIGHT  -         13.958 (meters)       45.79  (feet) COMP
 KV1076  MODELED GRAVITY -    980,183.3   (mgal)                       NAVD 88
 KV1076
 KV1076  VERT ORDER      -  FIRST     CLASS I
 KV1076
 KV1076.The horizontal coordinates were scaled from a map and have
 KV1076.an estimated accuracy of +/- 6 seconds.
 KV1076
 KV1076.The orthometric height was determined by differential leveling and
 KV1076.adjusted by the NATIONAL GEODETIC SURVEY
 KV1076.in June 1991.
 KV1076
 KV1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1076.GEOID18 height accuracy estimate available here.
 KV1076
 KV1076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK215498(NAD 83)
 KV1076
 KV1076                          SUPERSEDED SURVEY CONTROL
 KV1076
 KV1076  NGVD 29 (??/??/92)   14.296  (m)           46.90   (f) SUPERSEDED  1 1
 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
 KV1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1076.See file dsdata.pdf to determine how the superseded data were derived.
 KV1076
 KV1076_MARKER: DD = SURVEY DISK
 KV1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6006 ***********************************************************************
 KV6006  DESIGNATION -  192
 KV6006  PID         -  KV6006
 KV6006  STATE/COUNTY-  NJ/MERCER
 KV6006  COUNTRY     -  US
 KV6006  USGS QUAD   -  TRENTON EAST (2019)
 KV6006
 KV6006                         *CURRENT SURVEY CONTROL
 KV6006  ______________________________________________________________________
 KV6006* NAD 83(1986) POSITION- 40 11 58.     (N) 074 43 59.     (W)   SCALED
 KV6006* NAVD 88 ORTHO HEIGHT -    15.486 (meters)       50.81  (feet) ADJUSTED
 KV6006  ______________________________________________________________________
 KV6006  GEOID HEIGHT    -        -33.028 (meters)                     GEOID18
 KV6006  DYNAMIC HEIGHT  -         15.479 (meters)       50.78  (feet) COMP
 KV6006  MODELED GRAVITY -    980,184.9   (mgal)                       NAVD 88
 KV6006
 KV6006  VERT ORDER      -  FIRST     CLASS I
 KV6006
 KV6006.The horizontal coordinates were scaled from a map and have
 KV6006.an estimated accuracy of +/- 6 seconds.
 KV6006
 KV6006.The orthometric height was determined by differential leveling and
 KV6006.adjusted by the NATIONAL GEODETIC SURVEY
 KV6006.in June 1991.
 KV6006
 KV6006.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6006.GEOID18 height accuracy estimate available here.
 KV6006
 KV6006.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK227499(NAD 83)
 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
 KV6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6006.See file dsdata.pdf to determine how the superseded data were derived.
 KV6006
 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 = JULY 24, 2026 22:12:30 EDT
 KV1074 ***********************************************************************
 KV1074  DESIGNATION -  193
 KV1074  PID         -  KV1074
 KV1074  STATE/COUNTY-  NJ/MERCER
 KV1074  COUNTRY     -  US
 KV1074  USGS QUAD   -  TRENTON EAST (2019)
 KV1074
 KV1074                         *CURRENT SURVEY CONTROL
 KV1074  ______________________________________________________________________
 KV1074* NAD 83(1986) POSITION- 40 11 52.     (N) 074 43 42.     (W)   SCALED
 KV1074* NAVD 88 ORTHO HEIGHT -    16.460 (meters)       54.00  (feet) ADJUSTED
 KV1074  ______________________________________________________________________
 KV1074  GEOID HEIGHT    -        -33.011 (meters)                     GEOID18
 KV1074  DYNAMIC HEIGHT  -         16.453 (meters)       53.98  (feet) COMP
 KV1074  MODELED GRAVITY -    980,185.8   (mgal)                       NAVD 88
 KV1074
 KV1074  VERT ORDER      -  FIRST     CLASS I
 KV1074
 KV1074.The horizontal coordinates were scaled from a map and have
 KV1074.an estimated accuracy of +/- 6 seconds.
 KV1074
 KV1074.The orthometric height was determined by differential leveling and
 KV1074.adjusted by the NATIONAL GEODETIC SURVEY
 KV1074.in June 1991.
 KV1074
 KV1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1074.GEOID18 height accuracy estimate available here.
 KV1074
 KV1074.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK231497(NAD 83)
 KV1074
 KV1074                          SUPERSEDED SURVEY CONTROL
 KV1074
 KV1074  NGVD 29 (??/??/92)   16.790  (m)           55.09   (f) SUPERSEDED  1 1
 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
 KV1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1074.See file dsdata.pdf to determine how the superseded data were derived.
 KV1074
 KV1074_MARKER: DD = SURVEY DISK
 KV1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6019 ***********************************************************************
 KV6019  DESIGNATION -  194
 KV6019  PID         -  KV6019
 KV6019  STATE/COUNTY-  NJ/MERCER
 KV6019  COUNTRY     -  US
 KV6019  USGS QUAD   -  TRENTON EAST (2019)
 KV6019
 KV6019                         *CURRENT SURVEY CONTROL
 KV6019  ______________________________________________________________________
 KV6019* NAD 83(1986) POSITION- 40 12 35.0    (N) 074 44 15.0    (W)   HD_HELD2
 KV6019* NAVD 88 ORTHO HEIGHT -    16.255 (meters)       53.33  (feet) ADJUSTED
 KV6019  ______________________________________________________________________
 KV6019  GEOID HEIGHT    -        -33.072 (meters)                     GEOID18
 KV6019  DYNAMIC HEIGHT  -         16.248 (meters)       53.31  (feet) COMP
 KV6019  MODELED GRAVITY -    980,182.3   (mgal)                       NAVD 88
 KV6019
 KV6019  VERT ORDER      -  FIRST     CLASS I
 KV6019
 KV6019.The horizontal coordinates were established by autonomous hand held GPS
 KV6019.observations and have an estimated accuracy of +/- 10 meters.
 KV6019
 KV6019.The orthometric height was determined by differential leveling and
 KV6019.adjusted by the NATIONAL GEODETIC SURVEY
 KV6019.in June 1991.
 KV6019
 KV6019.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6019.GEOID18 height accuracy estimate available here.
 KV6019
 KV6019.Click photographs - Photos may exist for this station.
 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       -   152,826.      129,783.      MT  (+/- 10 meters HH2 GPS)
 KV6019
 KV6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2233851067(NAD 83)
 KV6019
 KV6019                          SUPERSEDED SURVEY CONTROL
 KV6019
 KV6019  NGVD 29 (01/10/92)   16.582  (m)           54.40   (f) ADJUSTED    1 1
 KV6019
 KV6019.Superseded values are not recommended for survey control.
 KV6019
 KV6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6019.See file dsdata.pdf to determine how the superseded data were derived.
 KV6019
 KV6019_MARKER: DD = SURVEY DISK
 KV6019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6019_STAMPING: 194 54.422
 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  HISTORY     - 20061124 GOOD             GEOCAC
 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.
 KV6019
 KV6019                          STATION RECOVERY (2006)
 KV6019
 KV6019'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KV6019'FOUND AS DESCRIBED AT THE CURB CUT IN FRONT OF A CVS PHARMACY. THE
 KV6019'DISK IS SET ON A SQUARE CONCRETE POST UNDER A ROUND METAL CAP WITH A
 KV6019'PULL RING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0175 ***********************************************************************
 KV0175  DESIGNATION -  194.56 NJGS
 KV0175  PID         -  KV0175
 KV0175  STATE/COUNTY-  NJ/PASSAIC
 KV0175  COUNTRY     -  US
 KV0175  USGS QUAD   -  PATERSON (2016)
 KV0175
 KV0175                         *CURRENT SURVEY CONTROL
 KV0175  ______________________________________________________________________
 KV0175* NAD 83(1986) POSITION- 40 53 47.     (N) 074 13 21.     (W)   SCALED
 KV0175* NAVD 88 ORTHO HEIGHT -    59.005 (meters)      193.59  (feet) ADJUSTED
 KV0175  ______________________________________________________________________
 KV0175  GEOID HEIGHT    -        -32.361 (meters)                     GEOID18
 KV0175  DYNAMIC HEIGHT  -         58.980 (meters)      193.50  (feet) COMP
 KV0175  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 KV0175
 KV0175  VERT ORDER      -  FIRST     CLASS II
 KV0175
 KV0175.The horizontal coordinates were scaled from a map and have
 KV0175.an estimated accuracy of +/- 6 seconds.
 KV0175
 KV0175.The orthometric height was determined by differential leveling and
 KV0175.adjusted by the NATIONAL GEODETIC SURVEY
 KV0175.in June 1991.
 KV0175
 KV0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0175.GEOID18 height accuracy estimate available here.
 KV0175
 KV0175.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL654275(NAD 83)
 KV0175
 KV0175                          SUPERSEDED SURVEY CONTROL
 KV0175
 KV0175  NGVD 29 (11/26/84)   59.287  (m)          194.51   (f) ADJUSTED    1 2
 KV0175
 KV0175.Superseded values are not recommended for survey control.
 KV0175
 KV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0175.See file dsdata.pdf to determine how the superseded data were derived.
 KV0175
 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 = JULY 24, 2026 22:12:30 EDT
 LY0368 ***********************************************************************
 LY0368  DESIGNATION -  194.69
 LY0368  PID         -  LY0368
 LY0368  STATE/COUNTY-  NJ/BERGEN
 LY0368  COUNTRY     -  US
 LY0368  USGS QUAD   -  PARK RIDGE (2019)
 LY0368
 LY0368                         *CURRENT SURVEY CONTROL
 LY0368  ______________________________________________________________________
 LY0368* NAD 83(1986) POSITION- 41 00 03.     (N) 074 06 56.     (W)   SCALED
 LY0368* NAVD 88 ORTHO HEIGHT -    59.126 (meters)      193.98  (feet) ADJUSTED
 LY0368  ______________________________________________________________________
 LY0368  GEOID HEIGHT    -        -32.003 (meters)                     GEOID18
 LY0368  DYNAMIC HEIGHT  -         59.103 (meters)      193.91  (feet) COMP
 LY0368  MODELED GRAVITY -    980,224.1   (mgal)                       NAVD 88
 LY0368
 LY0368  VERT ORDER      -  SECOND    CLASS 0
 LY0368
 LY0368.The horizontal coordinates were scaled from a map and have
 LY0368.an estimated accuracy of +/- 6 seconds.
 LY0368
 LY0368.The orthometric height was determined by differential leveling and
 LY0368.adjusted by the NATIONAL GEODETIC SURVEY
 LY0368.in June 1991.
 LY0368
 LY0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0368.GEOID18 height accuracy estimate available here.
 LY0368
 LY0368.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL743392(NAD 83)
 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
 LY0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0368.See file dsdata.pdf to determine how the superseded data were derived.
 LY0368
 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             CGS
 LY0368
 LY0368                          STATION DESCRIPTION
 LY0368
 LY0368'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV6705 ***********************************************************************
 KV6705  DESIGNATION -  1945
 KV6705  PID         -  KV6705
 KV6705  STATE/COUNTY-  NJ/MIDDLESEX
 KV6705  COUNTRY     -  US
 KV6705  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6705
 KV6705                         *CURRENT SURVEY CONTROL
 KV6705  ______________________________________________________________________
 KV6705* NAD 83(2011) POSITION- 40 27 51.93101(N) 074 26 54.75518(W)   ADJUSTED
 KV6705* NAD 83(2011) ELLIP HT-    -4.714 (meters)        (06/27/12)   ADJUSTED
 KV6705* NAD 83(2011) EPOCH   -  2010.00
 KV6705* NAVD 88 ORTHO HEIGHT -    28.2   (meters)       93.    (feet) GPS OBS
 KV6705  ______________________________________________________________________
 KV6705  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6705  GEOID HEIGHT    -         -33.15 (meters)                     GEOID93
 KV6705  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 KV6705  NAD 83(2011) X  -  1,302,822.066 (meters)                     COMP
 KV6705  NAD 83(2011) Y  - -4,681,493.919 (meters)                     COMP
 KV6705  NAD 83(2011) Z  -  4,117,352.159 (meters)                     COMP
 KV6705  LAPLACE CORR    -          5.67  (seconds)                    DEFLEC18
 KV6705
 KV6705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6705  Standards:
 KV6705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6705  -------------------------------------------------------------------
 KV6705  NETWORK    0.47   0.63           0.18   0.20   0.32      0.04432219
 KV6705  -------------------------------------------------------------------
 KV6705  Click here for local accuracies and other accuracy information.
 KV6705
 KV6705.The horizontal coordinates were established by GPS observations
 KV6705.and adjusted by the National Geodetic Survey in June 2012.
 KV6705
 KV6705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6705.been affixed to the stable North American tectonic plate. See 
 KV6705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6705
 KV6705.The horizontal coordinates are valid at the epoch date displayed above
 KV6705.which is a decimal equivalence of Year/Month/Day.
 KV6705
 KV6705.The orthometric height was determined by GPS observations and a
 KV6705.high-resolution geoid model.
 KV6705
 KV6705.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6705.GEOID18 height accuracy estimate available here.
 KV6705
 KV6705.Click photographs - Photos may exist for this station.
 KV6705
 KV6705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6705
 KV6705.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6705
 KV6705.The ellipsoidal height was determined by GPS observations
 KV6705.and is referenced to NAD 83.
 KV6705
 KV6705. The following values were computed from the NAD 83(2011) position.
 KV6705
 KV6705;                    North         East     Units Scale Factor Converg.
 KV6705;SPC NJ       -   181,079.888   154,363.753   MT  0.99990023   +0 02 00.2
 KV6705;SPC NJ       -   594,092.93    506,441.75   sFT  0.99990023   +0 02 00.2
 KV6705;UTM  18      - 4,479,451.969   546,751.859   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4675179451(NAD 83)
 KV6705
 KV6705                          SUPERSEDED SURVEY CONTROL
 KV6705
 KV6705  NAD 83(2007)-  40 27 51.93116(N)    074 26 54.75578(W) AD(2002.00) 0
 KV6705  ELLIP H (02/10/07)   -4.700  (m)                       GP(2002.00)    
 KV6705  ELLIP H (10/23/02)   -4.700  (m)                       GP(       ) 4 1
 KV6705  NAD 83(1996)-  40 27 51.93144(N)    074 26 54.75600(W) AD(       ) 1
 KV6705  ELLIP H (05/14/99)   -4.696  (m)                       GP(       ) 4 1
 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  NAVD 88 (01/21/93)   28.2    (m)  GEOID90  model used  GPS OBS        
 KV6705
 KV6705.Superseded values are not recommended for survey control.
 KV6705
 KV6705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6705.See file dsdata.pdf to determine how the superseded data were derived.
 KV6705
 KV6705_MARKER: DD = SURVEY DISK
 KV6705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     - 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 (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.
 KV6705'
 KV6705'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND U.S.
 KV6705'HIGHWAY 130 IN NORTH BRUNSWICK TOWNSHIP, GO 0.45 MI (0.72 KM) NORTH ON
 KV6705'U.S. HIGHWAY 1 TO THE STATION ON THE RIGHT, JUST PAST THE ENTRANCE
 KV6705'RAMP LEADING TO MILLTOWN ROAD AND JUST BEFORE THE EXIT RAMP LEADING
 KV6705'FROM MILLTOWN ROAD TO U.S. HIGHWAY 1 NORTHBOUND.
 KV6705'
 KV6705'THE STATION IS 2.0 M (6.6 FT) SOUTH FROM THE GUTTERLINE OF U.S.
 KV6705'HIGHWAY 1 NORTH BOUND, 6.8 M (22.3 FT) NORTHEAST FROM POLE NUMBER
 KV6705'60548 NBW, 4.5 M (14.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF AN
 KV6705'INLET IN THE CURBLINE OF U.S. HIGHWAY 1, 5.5 M (18.0 FT)
 KV6705'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A DOUBLE INLET IN THE
 KV6705'GRASS 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 = JULY 24, 2026 22:12:30 EDT
 KV6020 ***********************************************************************
 KV6020  DESIGNATION -  195
 KV6020  PID         -  KV6020
 KV6020  STATE/COUNTY-  NJ/MERCER
 KV6020  COUNTRY     -  US
 KV6020  USGS QUAD   -  TRENTON EAST (2019)
 KV6020
 KV6020                         *CURRENT SURVEY CONTROL
 KV6020  ______________________________________________________________________
 KV6020* NAD 83(1986) POSITION- 40 12 46.     (N) 074 44 24.     (W)   SCALED
 KV6020* NAVD 88 ORTHO HEIGHT -    16.807 (meters)       55.14  (feet) ADJUSTED
 KV6020  ______________________________________________________________________
 KV6020  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 KV6020  DYNAMIC HEIGHT  -         16.800 (meters)       55.12  (feet) COMP
 KV6020  MODELED GRAVITY -    980,181.5   (mgal)                       NAVD 88
 KV6020
 KV6020  VERT ORDER      -  FIRST     CLASS I
 KV6020
 KV6020.The horizontal coordinates were scaled from a map and have
 KV6020.an estimated accuracy of +/- 6 seconds.
 KV6020
 KV6020.The orthometric height was determined by differential leveling and
 KV6020.adjusted by the NATIONAL GEODETIC SURVEY
 KV6020.in June 1991.
 KV6020
 KV6020.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6020.GEOID18 height accuracy estimate available here.
 KV6020
 KV6020.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK221514(NAD 83)
 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
 KV6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6020.See file dsdata.pdf to determine how the superseded data were derived.
 KV6020
 KV6020_MARKER: DD = SURVEY DISK
 KV6020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6798 ***********************************************************************
 KV6798  DESIGNATION -  1955
 KV6798  PID         -  KV6798
 KV6798  STATE/COUNTY-  NJ/MERCER
 KV6798  COUNTRY     -  US
 KV6798  USGS QUAD   -  PENNINGTON (2019)
 KV6798
 KV6798                         *CURRENT SURVEY CONTROL
 KV6798  ______________________________________________________________________
 KV6798* NAD 83(2011) POSITION- 40 16 16.13279(N) 074 46 59.59739(W)   ADJUSTED
 KV6798* NAD 83(2011) ELLIP HT-     2.424 (meters)        (06/27/12)   ADJUSTED
 KV6798* NAD 83(2011) EPOCH   -  2010.00
 KV6798* NAVD 88 ORTHO HEIGHT -    35.825 (meters)      117.54  (feet) ADJUSTED
 KV6798  ______________________________________________________________________
 KV6798  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 KV6798  NAD 83(2011) X  -  1,279,104.221 (meters)                     COMP
 KV6798  NAD 83(2011) Y  - -4,702,442.638 (meters)                     COMP
 KV6798  NAD 83(2011) Z  -  4,101,004.962 (meters)                     COMP
 KV6798  LAPLACE CORR    -          4.58  (seconds)                    DEFLEC18
 KV6798  DYNAMIC HEIGHT  -         35.809 (meters)      117.48  (feet) COMP
 KV6798  MODELED GRAVITY -    980,165.0   (mgal)                       NAVD 88
 KV6798
 KV6798  VERT ORDER      -  FIRST     CLASS I
 KV6798
 KV6798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6798  Standards:
 KV6798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6798  -------------------------------------------------------------------
 KV6798  NETWORK    0.55   0.71           0.23   0.22   0.36      0.13544148
 KV6798  -------------------------------------------------------------------
 KV6798  Click here for local accuracies and other accuracy information.
 KV6798
 KV6798.The horizontal coordinates were established by GPS observations
 KV6798.and adjusted by the National Geodetic Survey in June 2012.
 KV6798
 KV6798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6798.been affixed to the stable North American tectonic plate. See 
 KV6798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6798
 KV6798.The horizontal coordinates are valid at the epoch date displayed above
 KV6798.which is a decimal equivalence of Year/Month/Day.
 KV6798
 KV6798.The orthometric height was determined by differential leveling and
 KV6798.adjusted by the NATIONAL GEODETIC SURVEY
 KV6798.in May 2012.
 KV6798
 KV6798.No vertical observational check was made to the station.
 KV6798
 KV6798.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6798.GEOID18 height accuracy estimate available here.
 KV6798
 KV6798.Click photographs - Photos may exist for this station.
 KV6798
 KV6798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6798
 KV6798.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6798
 KV6798.The ellipsoidal height was determined by GPS observations
 KV6798.and is referenced to NAD 83.
 KV6798
 KV6798.The dynamic height is computed by dividing the NAVD 88
 KV6798.geopotential number by the normal gravity value computed on the
 KV6798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6798.degrees latitude (g = 980.6199 gals.).
 KV6798
 KV6798.The modeled gravity was interpolated from observed gravity values.
 KV6798
 KV6798. The following values were computed from the NAD 83(2011) position.
 KV6798
 KV6798;                    North         East     Units Scale Factor Converg.
 KV6798;SPC NJ       -   159,657.405   125,912.949   MT  0.99990714   -0 10 59.1
 KV6798;SPC NJ       -   523,809.34    413,099.40   sFT  0.99990714   -0 10 59.1
 KV6798;SPC PA S     -   108,367.970   852,283.303   MT  0.99996439   +1 55 29.4
 KV6798;SPC PA S     -   355,537.25  2,796,199.47   sFT  0.99996439   +1 55 29.4
 KV6798;UTM  18      - 4,457,875.239   518,430.757   MT  0.99960418   +0 08 24.5
 KV6798
 KV6798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6798!SPC NJ       -   0.99999962  x   0.99990714  =   0.99990676
 KV6798!SPC PA S     -   0.99999962  x   0.99996439  =   0.99996401
 KV6798!UTM  18      -   0.99999962  x   0.99960418  =   0.99960380
 KV6798
 KV6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1843057875(NAD 83)
 KV6798
 KV6798                          SUPERSEDED SURVEY CONTROL
 KV6798
 KV6798  NAD 83(2007)-  40 16 16.13319(N)    074 46 59.59820(W) AD(2002.00) 0
 KV6798  ELLIP H (02/10/07)    2.447  (m)                       GP(2002.00)    
 KV6798  ELLIP H (10/23/02)    2.463  (m)                       GP(       ) 4 1
 KV6798  NAD 83(1996)-  40 16 16.13386(N)    074 46 59.59852(W) AD(       ) 1
 KV6798  ELLIP H (05/14/99)    2.492  (m)                       GP(       ) 4 1
 KV6798  NAD 83(1986)-  40 16 16.13253(N)    074 46 59.60082(W) AD(       ) 1
 KV6798  NAVD 88 (12/17/93)   35.8    (m)  GEOID93  model used  GPS OBS        
 KV6798  NGVD 29 (09/20/93)   36.1    (m)  GEOID90  model used  GPS OBS        
 KV6798
 KV6798.Superseded values are not recommended for survey control.
 KV6798
 KV6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6798.See file dsdata.pdf to determine how the superseded data were derived.
 KV6798
 KV6798_MARKER: DD = SURVEY DISK
 KV6798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6798_STAMPING: 1955
 KV6798_MARK LOGO: NJGS
 KV6798_PROJECTION: RECESSED 15 CENTIMETERS
 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 SUITABLE FOR
 KV6798+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2022
 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  HISTORY     - 20090320 GOOD             NJGS
 KV6798  HISTORY     - 20191118 GOOD             GPI
 KV6798  HISTORY     - 20220719 GOOD             NJGS
 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.
 KV6798
 KV6798                          STATION RECOVERY (2009)
 KV6798
 KV6798'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (MVI)
 KV6798'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS 3.1 M (10.2 FT)
 KV6798'NORTHWEST OF A TRAFFIC SIGN WITH A WITNESS SIGN ATTACHED.
 KV6798
 KV6798                          STATION RECOVERY (2019)
 KV6798
 KV6798'RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)
 KV6798'GPS OBSERVATIONS MAY BE POSSIBLE WITH CAREFUL MISSION PLANNING.
 KV6798
 KV6798                          STATION RECOVERY (2022)
 KV6798
 KV6798'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6009 ***********************************************************************
 KV6009  DESIGNATION -  1957
 KV6009  PID         -  KV6009
 KV6009  STATE/COUNTY-  NJ/MERCER
 KV6009  COUNTRY     -  US
 KV6009  USGS QUAD   -  TRENTON WEST (2016)
 KV6009
 KV6009                         *CURRENT SURVEY CONTROL
 KV6009  ______________________________________________________________________
 KV6009* NAD 83(1986) POSITION- 40 11 52.     (N) 074 45 25.     (W)   SCALED
 KV6009* NAVD 88 ORTHO HEIGHT -    13.182 (meters)       43.25  (feet) ADJUSTED
 KV6009  ______________________________________________________________________
 KV6009  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 KV6009  DYNAMIC HEIGHT  -         13.177 (meters)       43.23  (feet) COMP
 KV6009  MODELED GRAVITY -    980,182.4   (mgal)                       NAVD 88
 KV6009
 KV6009  VERT ORDER      -  FIRST     CLASS I
 KV6009
 KV6009.The horizontal coordinates were scaled from a map and have
 KV6009.an estimated accuracy of +/- 6 seconds.
 KV6009
 KV6009.The orthometric height was determined by differential leveling and
 KV6009.adjusted by the NATIONAL GEODETIC SURVEY
 KV6009.in June 1991.
 KV6009
 KV6009.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6009.GEOID18 height accuracy estimate available here.
 KV6009
 KV6009.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK206497(NAD 83)
 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
 KV6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6009.See file dsdata.pdf to determine how the superseded data were derived.
 KV6009
 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 = JULY 24, 2026 22:12:30 EDT
 KV6658 ***********************************************************************
 KV6658  DESIGNATION -  1958
 KV6658  PID         -  KV6658
 KV6658  STATE/COUNTY-  NJ/BURLINGTON
 KV6658  COUNTRY     -  US
 KV6658  USGS QUAD   -  BRISTOL (2019)
 KV6658
 KV6658                         *CURRENT SURVEY CONTROL
 KV6658  ______________________________________________________________________
 KV6658* NAD 83(1986) POSITION- 40 04 16.     (N) 074 51 37.     (W)   SCALED
 KV6658* NAVD 88 ORTHO HEIGHT -     1.727 (meters)        5.67  (feet) ADJUSTED
 KV6658  ______________________________________________________________________
 KV6658  GEOID HEIGHT    -        -32.848 (meters)                     GEOID18
 KV6658  DYNAMIC HEIGHT  -          1.726 (meters)        5.66  (feet) COMP
 KV6658  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 KV6658
 KV6658  VERT ORDER      -  FIRST     CLASS II
 KV6658
 KV6658.The horizontal coordinates were scaled from a map and have
 KV6658.an estimated accuracy of +/- 6 seconds.
 KV6658
 KV6658.The orthometric height was determined by differential leveling and
 KV6658.adjusted by the NATIONAL GEODETIC SURVEY
 KV6658.in March 2001.
 KV6658
 KV6658.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6658.GEOID18 height accuracy estimate available here.
 KV6658
 KV6658.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK119356(NAD 83)
 KV6658
 KV6658                          SUPERSEDED SURVEY CONTROL
 KV6658
 KV6658  NAVD 88 (01/25/94)    1.730  (m)            5.68   (f) SUPERSEDED  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
 KV6658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6658.See file dsdata.pdf to determine how the superseded data were derived.
 KV6658
 KV6658_MARKER: DD = SURVEY DISK
 KV6658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6657 ***********************************************************************
 KV6657  DESIGNATION -  1960
 KV6657  PID         -  KV6657
 KV6657  STATE/COUNTY-  NJ/BURLINGTON
 KV6657  COUNTRY     -  US
 KV6657  USGS QUAD   -  BRISTOL (2019)
 KV6657
 KV6657                         *CURRENT SURVEY CONTROL
 KV6657  ______________________________________________________________________
 KV6657* NAD 83(1986) POSITION- 40 04 29.     (N) 074 50 54.     (W)   SCALED
 KV6657* NAVD 88 ORTHO HEIGHT -     3.042 (meters)        9.98  (feet) ADJUSTED
 KV6657  ______________________________________________________________________
 KV6657  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 KV6657  DYNAMIC HEIGHT  -          3.040 (meters)        9.97  (feet) COMP
 KV6657  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 KV6657
 KV6657  VERT ORDER      -  FIRST     CLASS II
 KV6657
 KV6657.The horizontal coordinates were scaled from a map and have
 KV6657.an estimated accuracy of +/- 6 seconds.
 KV6657
 KV6657.The orthometric height was determined by differential leveling and
 KV6657.adjusted by the NATIONAL GEODETIC SURVEY
 KV6657.in January 1994.
 KV6657
 KV6657.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6657.GEOID18 height accuracy estimate available here.
 KV6657
 KV6657.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK129360(NAD 83)
 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
 KV6657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6657.See file dsdata.pdf to determine how the superseded data were derived.
 KV6657
 KV6657_MARKER: DD = SURVEY DISK
 KV6657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20071110 MARK NOT FOUND   UE
 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.
 KV6657
 KV6657                          STATION RECOVERY (2007)
 KV6657
 KV6657'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV6657'BRIDGE WAS RECONSTRUCTED IN 2007 AND NEW GUIDE RAIL WAS CONSTRUCTED.
 KV6657'THE GROUND AROUND THE GUIDE RAIL IS COATED WITH BITUMINOUS MATERIAL.
 KV6657'THE MONUMENT IS PROBABLY EITHER REMOVED OR COVERED OVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE6168 ***********************************************************************
 DE6168  PACS        -  This is a Primary Airport Control Station.
 DE6168  DESIGNATION -  1N4 A
 DE6168  PID         -  DE6168
 DE6168  STATE/COUNTY-  NJ/CAPE MAY
 DE6168  COUNTRY     -  US
 DE6168  USGS QUAD   -  WOODBINE (2019)
 DE6168
 DE6168                         *CURRENT SURVEY CONTROL
 DE6168  ______________________________________________________________________
 DE6168* NAD 83(2011) POSITION- 39 13 02.75616(N) 074 47 44.91690(W)   ADJUSTED
 DE6168* NAD 83(2011) ELLIP HT-   -26.077 (meters)        (06/27/12)   ADJUSTED
 DE6168* NAD 83(2011) EPOCH   -  2010.00
 DE6168* NAVD 88 ORTHO HEIGHT -     8.63  (meters)       28.3   (feet) GPS OBS
 DE6168  ______________________________________________________________________
 DE6168  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DE6168  GEOID HEIGHT    -        -34.693 (meters)                     GEOID99
 DE6168  GEOID HEIGHT    -        -34.676 (meters)                     GEOID18
 DE6168  NAD 83(2011) X  -  1,297,682.339 (meters)                     COMP
 DE6168  NAD 83(2011) Y  - -4,774,884.455 (meters)                     COMP
 DE6168  NAD 83(2011) Z  -  4,011,031.036 (meters)                     COMP
 DE6168  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 DE6168
 DE6168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6168  Standards:
 DE6168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6168  -------------------------------------------------------------------
 DE6168  NETWORK    0.50   1.33           0.22   0.19   0.68     -0.05509987
 DE6168  -------------------------------------------------------------------
 DE6168  Click here for local accuracies and other accuracy information.
 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 June 2012.
 DE6168
 DE6168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6168.been affixed to the stable North American tectonic plate. See 
 DE6168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6168
 DE6168.The horizontal coordinates are valid at the epoch date displayed above
 DE6168.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 DE6168
 DE6168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6168.GEOID18 height accuracy estimate available here.
 DE6168
 DE6168.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DE6168
 DE6168.The ellipsoidal height was determined by GPS observations
 DE6168.and is referenced to NAD 83.
 DE6168
 DE6168. The following values were computed from the NAD 83(2011) position.
 DE6168
 DE6168;                    North         East     Units Scale Factor Converg.
 DE6168;SPC NJ       -    42,678.542   124,456.166   MT  0.99990803   -0 11 13.3
 DE6168;SPC NJ       -   140,021.18    408,319.94   sFT  0.99990803   -0 11 13.3
 DE6168;UTM  18      - 4,340,925.586   517,626.913   MT  0.99960383   +0 07 44.8
 DE6168
 DE6168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6168!SPC NJ       -   1.00000409  x   0.99990803  =   0.99991212
 DE6168!UTM  18      -   1.00000409  x   0.99960383  =   0.99960792
 DE6168
 DE6168:                Primary Azimuth Mark                     Grid Az
 DE6168:SPC NJ       -  WOODBINE PRIMARY PAIR 1                  357 51 40.2
 DE6168:UTM  18      -  WOODBINE PRIMARY PAIR 1                  357 32 42.1
 DE6168
 DE6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1762640925(NAD 83)
 DE6168
 DE6168|---------------------------------------------------------------------|
 DE6168| PID    Reference Object                     Distance      Geod. Az  |
 DE6168|                                                           dddmmss.s |
 DE6168| JU4033 WOODBINE PRIMARY PAIR 1             484.292 METERS 3574026.9 |
 DE6168|---------------------------------------------------------------------|
 DE6168
 DE6168                          SUPERSEDED SURVEY CONTROL
 DE6168
 DE6168  NAD 83(2007)-  39 13 02.75651(N)    074 47 44.91772(W) AD(2002.00) 0
 DE6168  ELLIP H (02/10/07)  -26.074  (m)                       GP(2002.00)    
 DE6168  ELLIP H (01/21/03)  -26.033  (m)                       GP(       ) 1 1
 DE6168  NAD 83(1996)-  39 13 02.75623(N)    074 47 44.91749(W) AD(       ) B
 DE6168  ELLIP H (07/11/02)  -26.046  (m)                       GP(       ) 1 1
 DE6168
 DE6168.Superseded values are not recommended for survey control.
 DE6168
 DE6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6168.See file dsdata.pdf to determine how the superseded data were derived.
 DE6168
 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 - June 02, 2012
 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  HISTORY     - 20120602 GOOD             MAEC
 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 AIRPORT.  IN THE SOUTH PART OF A TRIANGLE FORMED BY
 DE6168'THE 2 RUNWAYS AND A TAXIWAY AND NORTH OF RUNWAY END 1, ABOUT 200 M
 DE6168'SOUTH-SOUTHWEST OF THE WIND TEE.
 DE6168'
 DE6168'OWNERSHIP--WOODBINE PORT AUTHORITY 660 HENRY DECINQUE BOULEVARD,
 DE6168'WOODBINE, NJ.  08270 AIRPORT MANAGER IS JAMES J. TOLAND PHONE
 DE6168'609-861-3595
 DE6168'
 DE6168'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 550 AND 557
 DE6168'(WASHINGTON AVE.) , GO SOUTHEAST FOR 3.0 KM ON ROAD 550 TO THE AIRPORT
 DE6168'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHWEST FOR 0.6 KM ON THE
 DE6168'ENTRANCE ROAD TO THE AIRPORT AND A GATE, AIRPORT OFFICE IS IN A SMALL
 DE6168'HOUSE TO THE LEFT OF THE GATE.  PASS THROUGH THE GATE, SOUTHWEST FOR
 DE6168'0.55 KM CROSSING THE APRON AND ON CONNECTOR TAXIWAY ACROSS RUNWAY
 DE6168'12-30 TO A GRASS AREA.  CONTINUE SOUTH THEN SOUTHWEST FOR ABOUT 0.64
 DE6168'KM TO THE STATION.
 DE6168'
 DE6168'NOTE--THE DATUM POINT IS A PUNCH MARK IN THE TOP CENTER OF A STAINLESS
 DE6168'STEEL ROD RECESSED ABOUT 10 CM BELOW THE GROUND SURFACE AND DRIVEN TO
 DE6168'A DEPTH OF 24.6 M, IN A GREASE FILLED SLEEVE 0.9 M LONG, ENCASED IN A
 DE6168'5 INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE AND FLUSH
 DE6168'WITH THE GROUND SURFACE.
 DE6168'
 DE6168'STATION IS 133.0 M NORTHWEST OF THE NORTHWEST EDGE OF A TAXIWAY, 66.2
 DE6168'M EAST OF THE EAST EDGE OF RUNWAY 1-19, 41.3 M SOUTHEAST OF A 4 INCH
 DE6168'METAL PIPE POST PROJECTING ABOUT 3 FEET ABOVE THE GROUND, 13.7 M
 DE6168'EAST-SOUTHEAST OF THE NORTHEAST 1 OF 8 1 INCH BOLTS IN AN ABANDONED 4
 DE6168'X 6 FOOT CONCRETE FOUNDATION, 1.2 M WEST OF A WITNESS POST, AND THE
 DE6168'STATION IS ABOUT 0.3 M ABOVE THE RUNWAY LEVEL.
 DE6168'
 DE6168'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION, (PACS)
 DE6168
 DE6168                          STATION RECOVERY (2001)
 DE6168
 DE6168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 DE6168'RECOVERED AS DESCRIBED.
 DE6168
 DE6168                          STATION RECOVERY (2012)
 DE6168
 DE6168'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2012 (MAE)
 DE6168'RECOVERED BY DESCRIPTION
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6992 ***********************************************************************
 KV6992  DESIGNATION -  1R 94
 KV6992  PID         -  KV6992
 KV6992  STATE/COUNTY-  NJ/OCEAN
 KV6992  COUNTRY     -  US
 KV6992  USGS QUAD   -  LAKEWOOD (2016)
 KV6992
 KV6992                         *CURRENT SURVEY CONTROL
 KV6992  ______________________________________________________________________
 KV6992* NAD 83(2011) POSITION- 40 03 55.76264(N) 074 09 43.08334(W)   ADJUSTED
 KV6992* NAD 83(2011) ELLIP HT-   -19.221 (meters)        (06/27/12)   ADJUSTED
 KV6992* NAD 83(2011) EPOCH   -  2010.00
 KV6992* NAVD 88 ORTHO HEIGHT -    13.7   (meters)       45.    (feet) GPS OBS
 KV6992  ______________________________________________________________________
 KV6992  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6992  GEOID HEIGHT    -        -32.932 (meters)                     GEOID18
 KV6992  NAD 83(2011) X  -  1,334,031.826 (meters)                     COMP
 KV6992  NAD 83(2011) Y  - -4,702,452.058 (meters)                     COMP
 KV6992  NAD 83(2011) Z  -  4,083,540.940 (meters)                     COMP
 KV6992  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 KV6992
 KV6992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6992  Standards:
 KV6992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6992  -------------------------------------------------------------------
 KV6992  NETWORK    0.41   0.67           0.18   0.15   0.34      0.05797351
 KV6992  -------------------------------------------------------------------
 KV6992  Click here for local accuracies and other accuracy information.
 KV6992
 KV6992.The horizontal coordinates were established by GPS observations
 KV6992.and adjusted by the National Geodetic Survey in June 2012.
 KV6992
 KV6992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6992.been affixed to the stable North American tectonic plate. See 
 KV6992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6992
 KV6992.The horizontal coordinates are valid at the epoch date displayed above
 KV6992.which is a decimal equivalence of Year/Month/Day.
 KV6992
 KV6992.The orthometric height was determined by GPS observations and a
 KV6992.high-resolution geoid model.
 KV6992
 KV6992.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6992.GEOID18 height accuracy estimate available here.
 KV6992
 KV6992.Click photographs - Photos may exist for this station.
 KV6992
 KV6992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6992
 KV6992.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6992
 KV6992.The ellipsoidal height was determined by GPS observations
 KV6992.and is referenced to NAD 83.
 KV6992
 KV6992. The following values were computed from the NAD 83(2011) position.
 KV6992
 KV6992;                    North         East     Units Scale Factor Converg.
 KV6992;SPC NJ       -   136,840.089   178,835.441   MT  0.99991023   +0 13 03.3
 KV6992;SPC NJ       -   448,949.53    586,729.28   sFT  0.99991023   +0 13 03.3
 KV6992;UTM  18      - 4,435,362.389   571,466.252   MT  0.99966287   +0 32 22.0
 KV6992
 KV6992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6992!SPC NJ       -   1.00000302  x   0.99991023  =   0.99991325
 KV6992!UTM  18      -   1.00000302  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7146635362(NAD 83)
 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  NAD 83(2007)-  40 03 55.76305(N)    074 09 43.08381(W) AD(2002.00) 0
 KV6992  ELLIP H (02/10/07)  -19.213  (m)                       GP(2002.00)    
 KV6992  ELLIP H (10/23/02)  -19.201  (m)                       GP(       ) 4 1
 KV6992  NAD 83(1996)-  40 03 55.76276(N)    074 09 43.08353(W) AD(       ) 1
 KV6992  ELLIP H (05/14/99)  -19.221  (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)  -19.122  (m)                       GP(       ) 3 1
 KV6992  NAVD 88 (04/25/94)   13.7    (m)  GEOID93  model used  GPS OBS        
 KV6992
 KV6992.Superseded values are not recommended for survey control.
 KV6992
 KV6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6992.See file dsdata.pdf to determine how the superseded data were derived.
 KV6992
 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 = JULY 24, 2026 22:12:30 EDT
 KV0157 ***********************************************************************
 KV0157  DESIGNATION -  2
 KV0157  PID         -  KV0157
 KV0157  STATE/COUNTY-  NJ/PASSAIC
 KV0157  COUNTRY     -  US
 KV0157  USGS QUAD   -  PATERSON (2016)
 KV0157
 KV0157                         *CURRENT SURVEY CONTROL
 KV0157  ______________________________________________________________________
 KV0157* NAD 83(1986) POSITION- 40 55 06.     (N) 074 08 10.     (W)   SCALED
 KV0157* NAVD 88 ORTHO HEIGHT -    38.107 (meters)      125.02  (feet) ADJUSTED
 KV0157  ______________________________________________________________________
 KV0157  GEOID HEIGHT    -        -32.147 (meters)                     GEOID18
 KV0157  DYNAMIC HEIGHT  -         38.092 (meters)      124.97  (feet) COMP
 KV0157  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 KV0157
 KV0157  VERT ORDER      -  FIRST     CLASS II
 KV0157
 KV0157.The horizontal coordinates were scaled from a map and have
 KV0157.an estimated accuracy of +/- 6 seconds.
 KV0157
 KV0157.The orthometric height was determined by differential leveling and
 KV0157.adjusted by the NATIONAL GEODETIC SURVEY
 KV0157.in June 1991.
 KV0157
 KV0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0157.GEOID18 height accuracy estimate available here.
 KV0157
 KV0157.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL727300(NAD 83)
 KV0157
 KV0157                          SUPERSEDED SURVEY CONTROL
 KV0157
 KV0157  NGVD 29 (11/26/84)   38.402  (m)          125.99   (f) ADJUSTED    1 2
 KV0157
 KV0157.Superseded values are not recommended for survey control.
 KV0157
 KV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0157.See file dsdata.pdf to determine how the superseded data were derived.
 KV0157
 KV0157_MARKER: B = BOLT
 KV0157_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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 = JULY 24, 2026 22:12:30 EDT
 KV0892 ***********************************************************************
 KV0892  DESIGNATION -  2
 KV0892  PID         -  KV0892
 KV0892  STATE/COUNTY-  NJ/MONMOUTH
 KV0892  COUNTRY     -  US
 KV0892  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0892
 KV0892                         *CURRENT SURVEY CONTROL
 KV0892  ______________________________________________________________________
 KV0892* NAD 83(1986) POSITION- 40 19 35.     (N) 074 01 14.     (W)   SCALED
 KV0892* NAVD 88 ORTHO HEIGHT -     2.346 (meters)        7.70  (feet) ADJUSTED
 KV0892  ______________________________________________________________________
 KV0892  GEOID HEIGHT    -        -32.638 (meters)                     GEOID18
 KV0892  DYNAMIC HEIGHT  -          2.345 (meters)        7.69  (feet) COMP
 KV0892  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 KV0892
 KV0892  VERT ORDER      -  SECOND    CLASS 0
 KV0892
 KV0892.The horizontal coordinates were scaled from a map and have
 KV0892.an estimated accuracy of +/- 6 seconds.
 KV0892
 KV0892.The orthometric height was determined by differential leveling and
 KV0892.adjusted by the NATIONAL GEODETIC SURVEY
 KV0892.in June 1991.
 KV0892
 KV0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0892.GEOID18 height accuracy estimate available here.
 KV0892
 KV0892.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK832644(NAD 83)
 KV0892
 KV0892                          SUPERSEDED SURVEY CONTROL
 KV0892
 KV0892  NGVD 29 (04/16/92)    2.668  (m)            8.75   (f) ADJUSTED    2 0
 KV0892  NGVD 29 (??/??/87)    2.710  (m)            8.89   (f) SUPERSEDED  2 0
 KV0892
 KV0892.Superseded values are not recommended for survey control.
 KV0892
 KV0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0892.See file dsdata.pdf to determine how the superseded data were derived.
 KV0892
 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  HISTORY     - 20171106 MARK NOT FOUND   NJGS
 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.
 KV0892
 KV0892                          STATION RECOVERY (2017)
 KV0892
 KV0892'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 KV0892'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0989 ***********************************************************************
 JU0989  DESIGNATION -  2
 JU0989  PID         -  JU0989
 JU0989  STATE/COUNTY-  NJ/CUMBERLAND
 JU0989  COUNTRY     -  US
 JU0989  USGS QUAD   -  MILLVILLE (2019)
 JU0989
 JU0989                         *CURRENT SURVEY CONTROL
 JU0989  ______________________________________________________________________
 JU0989* NAD 83(1986) POSITION- 39 23 42.     (N) 075 02 25.     (W)   SCALED
 JU0989* NAVD 88 ORTHO HEIGHT -     1.570 (meters)        5.15  (feet) ADJUSTED
 JU0989  ______________________________________________________________________
 JU0989  GEOID HEIGHT    -        -33.909 (meters)                     GEOID18
 JU0989  DYNAMIC HEIGHT  -          1.570 (meters)        5.15  (feet) COMP
 JU0989  MODELED GRAVITY -    980,124.4   (mgal)                       NAVD 88
 JU0989
 JU0989  VERT ORDER      -  SECOND    CLASS 0
 JU0989
 JU0989.The horizontal coordinates were scaled from a map and have
 JU0989.an estimated accuracy of +/- 6 seconds.
 JU0989
 JU0989.The orthometric height was determined by differential leveling and
 JU0989.adjusted by the NATIONAL GEODETIC SURVEY
 JU0989.in June 1991.
 JU0989
 JU0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0989.GEOID18 height accuracy estimate available here.
 JU0989
 JU0989.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ965606(NAD 83)
 JU0989
 JU0989                          SUPERSEDED SURVEY CONTROL
 JU0989
 JU0989  NGVD 29 (04/16/92)    1.901  (m)            6.24   (f) ADJUSTED    2 0
 JU0989  NGVD 29 (??/??/87)    1.972  (m)            6.47   (f) SUPERSEDED  2 0
 JU0989
 JU0989.Superseded values are not recommended for survey control.
 JU0989
 JU0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0989.See file dsdata.pdf to determine how the superseded data were derived.
 JU0989
 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       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 JU0285 ***********************************************************************
 JU0285  DESIGNATION -  2
 JU0285  PID         -  JU0285
 JU0285  STATE/COUNTY-  NJ/ATLANTIC
 JU0285  COUNTRY     -  US
 JU0285  USGS QUAD   -  OCEANVILLE (2019)
 JU0285
 JU0285                         *CURRENT SURVEY CONTROL
 JU0285  ______________________________________________________________________
 JU0285* NAD 83(1986) POSITION- 39 27 31.30   (N) 074 25 39.59   (W)   HD_HELD1
 JU0285* NAVD 88 ORTHO HEIGHT -     1.231 (meters)        4.04  (feet) ADJUSTED
 JU0285  ______________________________________________________________________
 JU0285  GEOID HEIGHT    -        -33.980 (meters)                     GEOID18
 JU0285  DYNAMIC HEIGHT  -          1.231 (meters)        4.04  (feet) COMP
 JU0285  MODELED GRAVITY -    980,126.0   (mgal)                       NAVD 88
 JU0285
 JU0285  VERT ORDER      -  SECOND    CLASS 0
 JU0285
 JU0285.The horizontal coordinates were determined by differentially corrected
 JU0285.hand held GPS observations or other comparable positioning techniques
 JU0285.and have an estimated accuracy of +/- 3 meters.
 JU0285
 JU0285.The orthometric height was determined by differential leveling and
 JU0285.adjusted by the NATIONAL GEODETIC SURVEY
 JU0285.in June 1991.
 JU0285
 JU0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0285.GEOID18 height accuracy estimate available here.
 JU0285
 JU0285.Click photographs - Photos may exist for this station.
 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       -    69,422.1     156,224.9     MT  (+/- 3 meters HH1 GPS) 
 JU0285
 JU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4923867836(NAD 83)
 JU0285
 JU0285                          SUPERSEDED SURVEY CONTROL
 JU0285
 JU0285  NGVD 29 (11/26/84)    1.613  (m)            5.29   (f) ADJUSTED    2 0
 JU0285
 JU0285.Superseded values are not recommended for survey control.
 JU0285
 JU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0285.See file dsdata.pdf to determine how the superseded data were derived.
 JU0285
 JU0285_MARKER: DD = SURVEY DISK
 JU0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0285_SP_SET: BRIDGE
 JU0285_STAMPING: NO 2 BM + 5.341 1963
 JU0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0285+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2019
 JU0285
 JU0285  HISTORY     - Date     Condition        Report By
 JU0285  HISTORY     - 1963     MONUMENTED       USFWS
 JU0285  HISTORY     - 1974     GOOD             NGS
 JU0285  HISTORY     - 20080406 GOOD             INDIV
 JU0285  HISTORY     - 20191219 GOOD             NJGS
 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.
 JU0285
 JU0285                          STATION RECOVERY (2008)
 JU0285
 JU0285'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RSS)
 JU0285'RECOVERED IN GOOD CONDITION.
 JU0285'DISK IS WELL WEATHERED BUT STILL LEGIBLE.
 JU0285'DISK IS STAMPED +5.341
 JU0285
 JU0285                          STATION RECOVERY (2019)
 JU0285
 JU0285'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU0285'TO ACCESS STATION, NEED PERMISSION AND GATE UNLOCKED FROM U.S. FISH
 JU0285'AND WILDLIFE SERVICE AT MAIN BUILDING OF REFUGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6809 ***********************************************************************
 KV6809  DESIGNATION -  2 A 1
 KV6809  PID         -  KV6809
 KV6809  STATE/COUNTY-  NJ/BERGEN
 KV6809  COUNTRY     -  US
 KV6809  USGS QUAD   -  HACKENSACK (2019)
 KV6809
 KV6809                         *CURRENT SURVEY CONTROL
 KV6809  ______________________________________________________________________
 KV6809* NAD 83(2011) POSITION- 40 55 04.02567(N) 074 03 41.00592(W)   ADJUSTED
 KV6809* NAD 83(2011) ELLIP HT-    -8.701 (meters)        (06/27/12)   ADJUSTED
 KV6809* NAD 83(2011) EPOCH   -  2010.00
 KV6809* NAVD 88 ORTHO HEIGHT -    23.2   (meters)       76.    (feet) GPS OBS
 KV6809  ______________________________________________________________________
 KV6809  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6809  GEOID HEIGHT    -        -32.120 (meters)                     GEOID90
 KV6809  GEOID HEIGHT    -        -31.914 (meters)                     GEOID18
 KV6809  NAD 83(2011) X  -  1,325,410.910 (meters)                     COMP
 KV6809  NAD 83(2011) Y  - -4,641,019.154 (meters)                     COMP
 KV6809  NAD 83(2011) Z  -  4,155,522.525 (meters)                     COMP
 KV6809  LAPLACE CORR    -          7.36  (seconds)                    DEFLEC18
 KV6809
 KV6809  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6809  Standards:
 KV6809         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6809            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6809  -------------------------------------------------------------------
 KV6809  NETWORK    0.80   1.82           0.36   0.28   0.93     -0.12111833
 KV6809  -------------------------------------------------------------------
 KV6809  Click here for local accuracies and other accuracy information.
 KV6809
 KV6809.The horizontal coordinates were established by GPS observations
 KV6809.and adjusted by the National Geodetic Survey in June 2012.
 KV6809
 KV6809.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6809.been affixed to the stable North American tectonic plate. See 
 KV6809.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6809
 KV6809.The horizontal coordinates are valid at the epoch date displayed above
 KV6809.which is a decimal equivalence of Year/Month/Day.
 KV6809
 KV6809.The orthometric height was determined by GPS observations and a
 KV6809.high-resolution geoid model.
 KV6809
 KV6809.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6809.GEOID18 height accuracy estimate available here.
 KV6809
 KV6809.Click photographs - Photos may exist for this station.
 KV6809
 KV6809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6809
 KV6809.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6809
 KV6809.The ellipsoidal height was determined by GPS observations
 KV6809.and is referenced to NAD 83.
 KV6809
 KV6809. The following values were computed from the NAD 83(2011) position.
 KV6809
 KV6809;                    North         East     Units Scale Factor Converg.
 KV6809;SPC NJ       -   231,510.856   186,944.662   MT  0.99991679   +0 17 14.2
 KV6809;SPC NJ       -   759,548.53    613,334.28   sFT  0.99991679   +0 17 14.2
 KV6809;UTM  18      - 4,530,054.514   579,037.009   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7903730054(NAD 83)
 KV6809
 KV6809                          SUPERSEDED SURVEY CONTROL
 KV6809
 KV6809  NAD 83(2007)-  40 55 04.02574(N)    074 03 41.00692(W) AD(2002.00) 0
 KV6809  ELLIP H (02/10/07)   -8.678  (m)                       GP(2002.00)    
 KV6809  ELLIP H (10/23/02)   -8.664  (m)                       GP(       ) 4 1
 KV6809  NAD 83(1996)-  40 55 04.02582(N)    074 03 41.00786(W) AD(       ) 1
 KV6809  ELLIP H (05/14/99)   -8.666  (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)   -8.692  (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
 KV6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6809.See file dsdata.pdf to determine how the superseded data were derived.
 KV6809
 KV6809_MARKER: DD = SURVEY DISK
 KV6809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 AA5226 ***********************************************************************
 AA5226  DESIGNATION -  2 A 2
 AA5226  PID         -  AA5226
 AA5226  STATE/COUNTY-  NJ/BERGEN
 AA5226  COUNTRY     -  US
 AA5226  USGS QUAD   -  HACKENSACK (2019)
 AA5226
 AA5226                         *CURRENT SURVEY CONTROL
 AA5226  ______________________________________________________________________
 AA5226* NAD 83(2011) POSITION- 40 56 13.62958(N) 074 04 17.54984(W)   ADJUSTED
 AA5226* NAD 83(2011) ELLIP HT-   -16.453 (meters)        (06/27/12)   ADJUSTED
 AA5226* NAD 83(2011) EPOCH   -  2010.00
 AA5226* NAVD 88 ORTHO HEIGHT -    15.5   (meters)       51.    (feet) GPS OBS
 AA5226  ______________________________________________________________________
 AA5226  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5226  GEOID HEIGHT    -         -32.19 (meters)                     GEOID93
 AA5226  GEOID HEIGHT    -        -31.939 (meters)                     GEOID18
 AA5226  NAD 83(2011) X  -  1,324,201.012 (meters)                     COMP
 AA5226  NAD 83(2011) Y  - -4,639,895.686 (meters)                     COMP
 AA5226  NAD 83(2011) Z  -  4,157,139.690 (meters)                     COMP
 AA5226  LAPLACE CORR    -          7.04  (seconds)                    DEFLEC18
 AA5226
 AA5226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5226  Standards:
 AA5226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5226  -------------------------------------------------------------------
 AA5226  NETWORK    0.61   1.53           0.27   0.22   0.78      0.02333812
 AA5226  -------------------------------------------------------------------
 AA5226  Click here for local accuracies and other accuracy information.
 AA5226
 AA5226.The horizontal coordinates were established by GPS observations
 AA5226.and adjusted by the National Geodetic Survey in June 2012.
 AA5226
 AA5226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5226.been affixed to the stable North American tectonic plate. See 
 AA5226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5226
 AA5226.The horizontal coordinates are valid at the epoch date displayed above
 AA5226.which is a decimal equivalence of Year/Month/Day.
 AA5226
 AA5226.The orthometric height was determined by GPS observations and a
 AA5226.high-resolution geoid model.
 AA5226
 AA5226.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5226.GEOID18 height accuracy estimate available here.
 AA5226
 AA5226.Click photographs - Photos may exist for this station.
 AA5226
 AA5226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5226
 AA5226.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5226
 AA5226.The ellipsoidal height was determined by GPS observations
 AA5226.and is referenced to NAD 83.
 AA5226
 AA5226. The following values were computed from the NAD 83(2011) position.
 AA5226
 AA5226;                    North         East     Units Scale Factor Converg.
 AA5226;SPC NJ       -   233,653.548   186,079.103   MT  0.99991602   +0 16 50.7
 AA5226;SPC NJ       -   766,578.35    610,494.52   sFT  0.99991602   +0 16 50.7
 AA5226;UTM  18      - 4,532,191.708   578,159.424   MT  0.99967519   +0 36 30.2
 AA5226
 AA5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5226!SPC NJ       -   1.00000258  x   0.99991602  =   0.99991860
 AA5226!UTM  18      -   1.00000258  x   0.99967519  =   0.99967777
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7815932191(NAD 83)
 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(2007)-  40 56 13.62967(N)    074 04 17.55087(W) AD(2002.00) 0
 AA5226  ELLIP H (02/10/07)  -16.425  (m)                       GP(2002.00)    
 AA5226  ELLIP H (10/23/02)  -16.415  (m)                       GP(       ) 4 1
 AA5226  NAD 83(1996)-  40 56 13.62975(N)    074 04 17.55182(W) AD(       ) 1
 AA5226  ELLIP H (05/14/99)  -16.412  (m)                       GP(       ) 4 1
 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)  -16.451  (m)                       GP(       ) 3 2
 AA5226
 AA5226.Superseded values are not recommended for survey control.
 AA5226
 AA5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5226.See file dsdata.pdf to determine how the superseded data were derived.
 AA5226
 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  HISTORY     - 20210518 MARK NOT FOUND   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.
 AA5226
 AA5226                          STATION RECOVERY (2021)
 AA5226
 AA5226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AA5226'THIS AREA IS NOW A WATER BASIN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6811 ***********************************************************************
 KV6811  DESIGNATION -  2 C 1
 KV6811  PID         -  KV6811
 KV6811  STATE/COUNTY-  NJ/BERGEN
 KV6811  COUNTRY     -  US
 KV6811  USGS QUAD   -  HACKENSACK (2019)
 KV6811
 KV6811                         *CURRENT SURVEY CONTROL
 KV6811  ______________________________________________________________________
 KV6811* NAD 83(2011) POSITION- 40 54 27.03867(N) 074 02 18.97219(W)   ADJUSTED
 KV6811* NAD 83(2011) ELLIP HT-   -28.558 (meters)        (06/27/12)   ADJUSTED
 KV6811* NAD 83(2011) EPOCH   -  2010.00
 KV6811* NAVD 88 ORTHO HEIGHT -     3.3   (meters)       11.    (feet) GPS OBS
 KV6811  ______________________________________________________________________
 KV6811  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6811  GEOID HEIGHT    -        -32.050 (meters)                     GEOID90
 KV6811  GEOID HEIGHT    -        -31.837 (meters)                     GEOID18
 KV6811  NAD 83(2011) X  -  1,327,457.942 (meters)                     COMP
 KV6811  NAD 83(2011) Y  - -4,641,195.649 (meters)                     COMP
 KV6811  NAD 83(2011) Z  -  4,154,647.283 (meters)                     COMP
 KV6811  LAPLACE CORR    -          7.86  (seconds)                    DEFLEC18
 KV6811
 KV6811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6811  Standards:
 KV6811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6811  -------------------------------------------------------------------
 KV6811  NETWORK    0.52   0.82           0.20   0.22   0.42      0.19180377
 KV6811  -------------------------------------------------------------------
 KV6811  Click here for local accuracies and other accuracy information.
 KV6811
 KV6811.The horizontal coordinates were established by GPS observations
 KV6811.and adjusted by the National Geodetic Survey in June 2012.
 KV6811
 KV6811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6811.been affixed to the stable North American tectonic plate. See 
 KV6811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6811
 KV6811.The horizontal coordinates are valid at the epoch date displayed above
 KV6811.which is a decimal equivalence of Year/Month/Day.
 KV6811
 KV6811.The orthometric height was determined by GPS observations and a
 KV6811.high-resolution geoid model.
 KV6811
 KV6811.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6811.GEOID18 height accuracy estimate available here.
 KV6811
 KV6811.Click photographs - Photos may exist for this station.
 KV6811
 KV6811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6811
 KV6811.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6811
 KV6811.The ellipsoidal height was determined by GPS observations
 KV6811.and is referenced to NAD 83.
 KV6811
 KV6811. The following values were computed from the NAD 83(2011) position.
 KV6811
 KV6811;                    North         East     Units Scale Factor Converg.
 KV6811;SPC NJ       -   230,379.870   188,870.077   MT  0.99991859   +0 18 07.7
 KV6811;SPC NJ       -   755,837.96    619,651.24   sFT  0.99991859   +0 18 07.7
 KV6811;SPC NY E     -   230,379.870   188,870.077   MT  0.99991859   +0 18 07.7
 KV6811;SPC NY E     -   755,837.96    619,651.24   sFT  0.99991859   +0 18 07.7
 KV6811;UTM  18      - 4,528,934.819   580,968.395   MT  0.99968069   +0 37 46.5
 KV6811
 KV6811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6811!SPC NJ       -   1.00000448  x   0.99991859  =   0.99992307
 KV6811!SPC NY E     -   1.00000448  x   0.99991859  =   0.99992307
 KV6811!UTM  18      -   1.00000448  x   0.99968069  =   0.99968517
 KV6811
 KV6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8096828934(NAD 83)
 KV6811
 KV6811                          SUPERSEDED SURVEY CONTROL
 KV6811
 KV6811  NAD 83(2007)-  40 54 27.03889(N)    074 02 18.97302(W) AD(2002.00) 0
 KV6811  ELLIP H (02/10/07)  -28.538  (m)                       GP(2002.00)    
 KV6811  ELLIP H (10/23/02)  -28.524  (m)                       GP(       ) 4 1
 KV6811  NAD 83(1996)-  40 54 27.03898(N)    074 02 18.97394(W) AD(       ) 1
 KV6811  ELLIP H (05/14/99)  -28.527  (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
 KV6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6811.See file dsdata.pdf to determine how the superseded data were derived.
 KV6811
 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 = JULY 24, 2026 22:12:30 EDT
 KV0016 ***********************************************************************
 KV0016  DESIGNATION -  2 C OF PA
 KV0016  PID         -  KV0016
 KV0016  STATE/COUNTY-  NJ/MIDDLESEX
 KV0016  COUNTRY     -  US
 KV0016  USGS QUAD   -  PERTH AMBOY (2016)
 KV0016
 KV0016                         *CURRENT SURVEY CONTROL
 KV0016  ______________________________________________________________________
 KV0016* NAD 83(1986) POSITION- 40 31 17.2    (N) 074 16 35.4    (W)   HD_HELD2
 KV0016* NAVD 88 ORTHO HEIGHT -    34.850 (meters)      114.34  (feet) ADJUSTED
 KV0016  ______________________________________________________________________
 KV0016  GEOID HEIGHT    -        -32.519 (meters)                     GEOID18
 KV0016  DYNAMIC HEIGHT  -         34.835 (meters)      114.29  (feet) COMP
 KV0016  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 KV0016
 KV0016  VERT ORDER      -  FIRST     CLASS I
 KV0016
 KV0016.The horizontal coordinates were established by autonomous hand held GPS
 KV0016.observations and have an estimated accuracy of +/- 10 meters.
 KV0016
 KV0016.The orthometric height was determined by differential leveling and
 KV0016.adjusted by the NATIONAL GEODETIC SURVEY
 KV0016.in June 1991.
 KV0016
 KV0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0016.GEOID18 height accuracy estimate available here.
 KV0016
 KV0016.Click photographs - Photos may exist for this station.
 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       -   187,434.      168,938.      MT  (+/- 10 meters HH2 GPS)
 KV0016
 KV0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6128585886(NAD 83)
 KV0016
 KV0016                          SUPERSEDED SURVEY CONTROL
 KV0016
 KV0016  NGVD 29 (04/16/92)   35.155  (m)          115.34   (f) ADJUSTED    1 1
 KV0016  NGVD 29 (??/??/87)   35.190  (m)          115.45   (f) SUPERSEDED  1 1
 KV0016
 KV0016.Superseded values are not recommended for survey control.
 KV0016
 KV0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0016.See file dsdata.pdf to determine how the superseded data were derived.
 KV0016
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0016+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2021
 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  HISTORY     - 20210825 GOOD             NJGS
 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.
 KV0016
 KV0016                          STATION RECOVERY (2021)
 KV0016
 KV0016'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0016'RECOVERED AS DESCRIBED WITH CHANGES, GARFIELD FIRE HOUSE IS NOW THE
 KV0016'UKRAINIAN NATIONAL FEDERAL CREDIT UNION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2901 ***********************************************************************
 LY2901  DESIGNATION -  2 D 1
 LY2901  PID         -  LY2901
 LY2901  STATE/COUNTY-  NJ/BERGEN
 LY2901  COUNTRY     -  US
 LY2901  USGS QUAD   -  PARK RIDGE (2019)
 LY2901
 LY2901                         *CURRENT SURVEY CONTROL
 LY2901  ______________________________________________________________________
 LY2901* NAD 83(2011) POSITION- 41 03 45.17601(N) 074 05 55.09091(W)   ADJUSTED
 LY2901* NAD 83(2011) ELLIP HT-    44.542 (meters)        (06/27/12)   ADJUSTED
 LY2901* NAD 83(2011) EPOCH   -  2010.00
 LY2901* NAVD 88 ORTHO HEIGHT -    76.4   (meters)      251.    (feet) GPS OBS
 LY2901  ______________________________________________________________________
 LY2901  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2901  GEOID HEIGHT    -        -32.140 (meters)                     GEOID90
 LY2901  GEOID HEIGHT    -        -31.866 (meters)                     GEOID18
 LY2901  NAD 83(2011) X  -  1,319,515.513 (meters)                     COMP
 LY2901  NAD 83(2011) Y  - -4,631,776.807 (meters)                     COMP
 LY2901  NAD 83(2011) Z  -  4,167,692.438 (meters)                     COMP
 LY2901  LAPLACE CORR    -          5.89  (seconds)                    DEFLEC18
 LY2901
 LY2901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2901  Standards:
 LY2901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2901  -------------------------------------------------------------------
 LY2901  NETWORK    0.66   1.23           0.28   0.26   0.63     -0.00518655
 LY2901  -------------------------------------------------------------------
 LY2901  Click here for local accuracies and other accuracy information.
 LY2901
 LY2901.The horizontal coordinates were established by GPS observations
 LY2901.and adjusted by the National Geodetic Survey in June 2012.
 LY2901
 LY2901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2901.been affixed to the stable North American tectonic plate. See 
 LY2901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2901
 LY2901.The horizontal coordinates are valid at the epoch date displayed above
 LY2901.which is a decimal equivalence of Year/Month/Day.
 LY2901
 LY2901.The orthometric height was determined by GPS observations and a
 LY2901.high-resolution geoid model.
 LY2901
 LY2901.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2901.GEOID18 height accuracy estimate available here.
 LY2901
 LY2901.Click photographs - Photos may exist for this station.
 LY2901
 LY2901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2901
 LY2901.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2901
 LY2901.The ellipsoidal height was determined by GPS observations
 LY2901.and is referenced to NAD 83.
 LY2901
 LY2901. The following values were computed from the NAD 83(2011) position.
 LY2901
 LY2901;                    North         East     Units Scale Factor Converg.
 LY2901;SPC NJ       -   247,570.820   183,733.525   MT  0.99991400   +0 15 49.1
 LY2901;SPC NJ       -   812,238.60    602,799.07   sFT  0.99991400   +0 15 49.1
 LY2901;SPC NY E     -   247,570.820   183,733.525   MT  0.99991400   +0 15 49.1
 LY2901;SPC NY E     -   812,238.60    602,799.07   sFT  0.99991400   +0 15 49.1
 LY2901;UTM  18      - 4,546,091.956   575,734.787   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  =   0.99966361
 LY2901
 LY2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7573446091(NAD 83)
 LY2901
 LY2901                          SUPERSEDED SURVEY CONTROL
 LY2901
 LY2901  NAD 83(2007)-  41 03 45.17611(N)    074 05 55.09183(W) AD(2002.00) 0
 LY2901  ELLIP H (02/10/07)   44.565  (m)                       GP(2002.00)    
 LY2901  ELLIP H (10/23/02)   44.566  (m)                       GP(       ) 4 1
 LY2901  NAD 83(1996)-  41 03 45.17617(N)    074 05 55.09264(W) AD(       ) 1
 LY2901  ELLIP H (05/14/99)   44.580  (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
 LY2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2901.See file dsdata.pdf to determine how the superseded data were derived.
 LY2901
 LY2901_MARKER: DD = SURVEY DISK
 LY2901_SETTING: 66 = SET 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 - February 12, 2020
 LY2901
 LY2901  HISTORY     - Date     Condition        Report By
 LY2901  HISTORY     - 1992     MONUMENTED       NJGS
 LY2901  HISTORY     - 20080604 GOOD             GEOCAC
 LY2901  HISTORY     - 20191015 GOOD             NJGS
 LY2901  HISTORY     - 20200212 GOOD             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.
 LY2901
 LY2901                          STATION RECOVERY (2008)
 LY2901
 LY2901'RECOVERY NOTE BY GEOCACHING 2008 (PSC)
 LY2901'RECOVERED IN GOOD CONDITION.
 LY2901
 LY2901                          STATION RECOVERY (2019)
 LY2901
 LY2901'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 LY2901'RECOVERED IN GOOD CONDITION.
 LY2901
 LY2901                          STATION RECOVERY (2020)
 LY2901
 LY2901'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY2901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2902 ***********************************************************************
 LY2902  DESIGNATION -  2 E 1
 LY2902  PID         -  LY2902
 LY2902  STATE/COUNTY-  NJ/BERGEN
 LY2902  COUNTRY     -  US
 LY2902  USGS QUAD   -  RAMSEY (2019)
 LY2902
 LY2902                         *CURRENT SURVEY CONTROL
 LY2902  ______________________________________________________________________
 LY2902* NAD 83(2011) POSITION- 41 03 19.84595(N) 074 08 30.11532(W)   ADJUSTED
 LY2902* NAD 83(2011) ELLIP HT-    71.353 (meters)        (06/27/12)   ADJUSTED
 LY2902* NAD 83(2011) EPOCH   -  2010.00
 LY2902* NAVD 88 ORTHO HEIGHT -   103.350 (meters)      339.07  (feet) ADJUSTED
 LY2902  ______________________________________________________________________
 LY2902  GEOID HEIGHT    -        -31.981 (meters)                     GEOID18
 LY2902  NAD 83(2011) X  -  1,316,179.768 (meters)                     COMP
 LY2902  NAD 83(2011) Y  - -4,633,280.387 (meters)                     COMP
 LY2902  NAD 83(2011) Z  -  4,167,120.843 (meters)                     COMP
 LY2902  LAPLACE CORR    -          4.66  (seconds)                    DEFLEC18
 LY2902  DYNAMIC HEIGHT  -        103.307 (meters)      338.93  (feet) COMP
 LY2902  MODELED GRAVITY -    980,216.9   (mgal)                       NAVD 88
 LY2902
 LY2902  VERT ORDER      -  FIRST     CLASS II
 LY2902
 LY2902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2902  Standards:
 LY2902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2902  -------------------------------------------------------------------
 LY2902  NETWORK    0.61   1.47           0.27   0.22   0.75      0.06905632
 LY2902  -------------------------------------------------------------------
 LY2902  Click here for local accuracies and other accuracy information.
 LY2902
 LY2902.The horizontal coordinates were established by GPS observations
 LY2902.and adjusted by the National Geodetic Survey in June 2012.
 LY2902
 LY2902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2902.been affixed to the stable North American tectonic plate. See 
 LY2902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2902
 LY2902.The horizontal coordinates are valid at the epoch date displayed above
 LY2902.which is a decimal equivalence of Year/Month/Day.
 LY2902
 LY2902.The orthometric height was determined by differential leveling and
 LY2902.adjusted by the NATIONAL GEODETIC SURVEY
 LY2902.in October 1996.
 LY2902
 LY2902.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2902.GEOID18 height accuracy estimate available here.
 LY2902
 LY2902.Click photographs - Photos may exist for this station.
 LY2902
 LY2902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2902
 LY2902.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2902
 LY2902.The ellipsoidal height was determined by GPS observations
 LY2902.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 LY2902
 LY2902;                    North         East     Units Scale Factor Converg.
 LY2902;SPC NJ       -   246,773.738   180,117.455   MT  0.99991116   +0 14 07.2
 LY2902;SPC NJ       -   809,623.51    590,935.35   sFT  0.99991116   +0 14 07.2
 LY2902;SPC NY E     -   246,773.738   180,117.455   MT  0.99991116   +0 14 07.2
 LY2902;SPC NY E     -   809,623.51    590,935.35   sFT  0.99991116   +0 14 07.2
 LY2902;UTM  18      - 4,545,274.358   572,124.232   MT  0.99966402   +0 33 49.5
 LY2902
 LY2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2902!SPC NJ       -   0.99998881  x   0.99991116  =   0.99989997
 LY2902!SPC NY E     -   0.99998881  x   0.99991116  =   0.99989997
 LY2902!UTM  18      -   0.99998881  x   0.99966402  =   0.99965283
 LY2902
 LY2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7212445274(NAD 83)
 LY2902
 LY2902                          SUPERSEDED SURVEY CONTROL
 LY2902
 LY2902  NAD 83(2007)-  41 03 19.84587(N)    074 08 30.11622(W) AD(2002.00) 0
 LY2902  ELLIP H (02/10/07)   71.381  (m)                       GP(2002.00)    
 LY2902  ELLIP H (10/23/02)   71.382  (m)                       GP(       ) 4 1
 LY2902  NAD 83(1996)-  41 03 19.84592(N)    074 08 30.11695(W) AD(       ) 1
 LY2902  ELLIP H (05/14/99)   71.395  (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)   71.301  (m)                       GP(       ) 3 2
 LY2902  NAD 83(1986)-  41 03 19.84682(N)    074 08 30.11806(W) AD(       ) 1
 LY2902  NAVD 88 (11/16/93)  103.3    (m)  GEOID90  model used  GPS OBS        
 LY2902
 LY2902.Superseded values are not recommended for survey control.
 LY2902
 LY2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2902.See file dsdata.pdf to determine how the superseded data were derived.
 LY2902
 LY2902_MARKER: DD = SURVEY DISK
 LY2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20081119 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.
 LY2902
 LY2902                          STATION RECOVERY (2008)
 LY2902
 LY2902'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TG)
 LY2902'DESTROYED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6812 ***********************************************************************
 KV6812  DESIGNATION -  2 F 1
 KV6812  PID         -  KV6812
 KV6812  STATE/COUNTY-  NJ/BERGEN
 KV6812  COUNTRY     -  US
 KV6812  USGS QUAD   -  PATERSON (2016)
 KV6812
 KV6812                         *CURRENT SURVEY CONTROL
 KV6812  ______________________________________________________________________
 KV6812* NAD 83(2011) POSITION- 40 59 31.10184(N) 074 10 06.06908(W)   ADJUSTED
 KV6812* NAD 83(2011) ELLIP HT-    72.294 (meters)        (06/27/12)   ADJUSTED
 KV6812* NAD 83(2011) EPOCH   -  2010.00
 KV6812* NAVD 88 ORTHO HEIGHT -   104.4   (meters)      343.    (feet) GPS OBS
 KV6812  ______________________________________________________________________
 KV6812  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6812  GEOID HEIGHT    -        -32.360 (meters)                     GEOID90
 KV6812  GEOID HEIGHT    -        -32.125 (meters)                     GEOID18
 KV6812  NAD 83(2011) X  -  1,315,288.005 (meters)                     COMP
 KV6812  NAD 83(2011) Y  - -4,638,348.833 (meters)                     COMP
 KV6812  NAD 83(2011) Z  -  4,161,797.789 (meters)                     COMP
 KV6812  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 KV6812
 KV6812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6812  Standards:
 KV6812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6812  -------------------------------------------------------------------
 KV6812  NETWORK    0.54   1.35           0.24   0.20   0.69      0.02030194
 KV6812  -------------------------------------------------------------------
 KV6812  Click here for local accuracies and other accuracy information.
 KV6812
 KV6812.The horizontal coordinates were established by GPS observations
 KV6812.and adjusted by the National Geodetic Survey in June 2012.
 KV6812
 KV6812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6812.been affixed to the stable North American tectonic plate. See 
 KV6812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6812
 KV6812.The horizontal coordinates are valid at the epoch date displayed above
 KV6812.which is a decimal equivalence of Year/Month/Day.
 KV6812
 KV6812.The orthometric height was determined by GPS observations and a
 KV6812.high-resolution geoid model.
 KV6812
 KV6812.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6812.GEOID18 height accuracy estimate available here.
 KV6812
 KV6812.Click photographs - Photos may exist for this station.
 KV6812
 KV6812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6812
 KV6812.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6812
 KV6812.The ellipsoidal height was determined by GPS observations
 KV6812.and is referenced to NAD 83.
 KV6812
 KV6812. The following values were computed from the NAD 83(2011) position.
 KV6812
 KV6812;                    North         East     Units Scale Factor Converg.
 KV6812;SPC NJ       -   239,709.169   177,903.838   MT  0.99990958   +0 13 03.2
 KV6812;SPC NJ       -   786,445.83    583,672.84   sFT  0.99990958   +0 13 03.2
 KV6812;UTM  18      - 4,538,198.983   569,951.659   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6995138198(NAD 83)
 KV6812
 KV6812                          SUPERSEDED SURVEY CONTROL
 KV6812
 KV6812  NAD 83(2007)-  40 59 31.10181(N)    074 10 06.07000(W) AD(2002.00) 0
 KV6812  ELLIP H (02/10/07)   72.320  (m)                       GP(2002.00)    
 KV6812  ELLIP H (10/23/02)   72.321  (m)                       GP(       ) 4 1
 KV6812  NAD 83(1996)-  40 59 31.10190(N)    074 10 06.07075(W) AD(       ) 1
 KV6812  ELLIP H (05/14/99)   72.335  (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)   72.278  (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
 KV6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6812.See file dsdata.pdf to determine how the superseded data were derived.
 KV6812
 KV6812_STAMPING: 2 F 1 1992
 KV6812_MARK LOGO: NJGS
 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  HISTORY     - 20200929 MARK NOT FOUND   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.
 KV6812
 KV6812                          STATION RECOVERY (2020)
 KV6812
 KV6812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6812'NOT FOUND, GPS COORDINATES PLACE MARK IN DRIVEWAY, CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6813 ***********************************************************************
 KV6813  DESIGNATION -  2 G 1
 KV6813  PID         -  KV6813
 KV6813  STATE/COUNTY-  NJ/BERGEN
 KV6813  COUNTRY     -  US
 KV6813  USGS QUAD   -  HACKENSACK (2019)
 KV6813
 KV6813                         *CURRENT SURVEY CONTROL
 KV6813  ______________________________________________________________________
 KV6813* NAD 83(2011) POSITION- 40 57 09.74837(N) 074 05 32.96521(W)   ADJUSTED
 KV6813* NAD 83(2011) ELLIP HT-   -11.045 (meters)        (06/27/12)   ADJUSTED
 KV6813* NAD 83(2011) EPOCH   -  2010.00
 KV6813* NAVD 88 ORTHO HEIGHT -    21.0   (meters)       69.    (feet) GPS OBS
 KV6813  ______________________________________________________________________
 KV6813  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6813  GEOID HEIGHT    -        -32.210 (meters)                     GEOID90
 KV6813  GEOID HEIGHT    -        -31.995 (meters)                     GEOID18
 KV6813  NAD 83(2011) X  -  1,322,194.642 (meters)                     COMP
 KV6813  NAD 83(2011) Y  - -4,639,292.429 (meters)                     COMP
 KV6813  NAD 83(2011) Z  -  4,158,450.840 (meters)                     COMP
 KV6813  LAPLACE CORR    -          6.35  (seconds)                    DEFLEC18
 KV6813
 KV6813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6813  Standards:
 KV6813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6813  -------------------------------------------------------------------
 KV6813  NETWORK    0.49   1.29           0.22   0.18   0.66     -0.03474152
 KV6813  -------------------------------------------------------------------
 KV6813  Click here for local accuracies and other accuracy information.
 KV6813
 KV6813.The horizontal coordinates were established by GPS observations
 KV6813.and adjusted by the National Geodetic Survey in June 2012.
 KV6813
 KV6813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6813.been affixed to the stable North American tectonic plate. See 
 KV6813.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6813
 KV6813.The horizontal coordinates are valid at the epoch date displayed above
 KV6813.which is a decimal equivalence of Year/Month/Day.
 KV6813
 KV6813.The orthometric height was determined by GPS observations and a
 KV6813.high-resolution geoid model.
 KV6813
 KV6813.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6813.GEOID18 height accuracy estimate available here.
 KV6813
 KV6813.Click photographs - Photos may exist for this station.
 KV6813
 KV6813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6813
 KV6813.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6813
 KV6813.The ellipsoidal height was determined by GPS observations
 KV6813.and is referenced to NAD 83.
 KV6813
 KV6813. The following values were computed from the NAD 83(2011) position.
 KV6813
 KV6813;                    North         East     Units Scale Factor Converg.
 KV6813;SPC NJ       -   235,376.102   184,307.006   MT  0.99991448   +0 16 01.6
 KV6813;SPC NJ       -   772,229.76    604,680.57   sFT  0.99991448   +0 16 01.6
 KV6813;UTM  18      - 4,533,903.685   576,377.936   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7637733903(NAD 83)
 KV6813
 KV6813                          SUPERSEDED SURVEY CONTROL
 KV6813
 KV6813  NAD 83(2007)-  40 57 09.74846(N)    074 05 32.96618(W) AD(2002.00) 0
 KV6813  ELLIP H (02/10/07)  -11.016  (m)                       GP(2002.00)    
 KV6813  ELLIP H (10/23/02)  -11.009  (m)                       GP(       ) 4 1
 KV6813  NAD 83(1996)-  40 57 09.74853(N)    074 05 32.96717(W) AD(       ) 1
 KV6813  ELLIP H (05/14/99)  -10.999  (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)  -11.046  (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
 KV6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6813.See file dsdata.pdf to determine how the superseded data were derived.
 KV6813
 KV6813_MARKER: DD = SURVEY DISK
 KV6813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6813_STAMPING: 2 G 1 1992
 KV6813_MARK LOGO: NJGS
 KV6813_PROJECTION: FLUSH
 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 - October 15, 2019
 KV6813
 KV6813  HISTORY     - Date     Condition        Report By
 KV6813  HISTORY     - 1992     MONUMENTED       NJGS
 KV6813  HISTORY     - 19940527 GOOD             NJGS
 KV6813  HISTORY     - 20060801 GOOD             MACDEL
 KV6813  HISTORY     - 20120123 GOOD             INDIV
 KV6813  HISTORY     - 20140721 GOOD             BOSWEL
 KV6813  HISTORY     - 20191015 GOOD             NJGS
 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
 KV6813
 KV6813                          STATION RECOVERY (2012)
 KV6813
 KV6813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (MH)
 KV6813'RECOVERED AS DESCRIBED
 KV6813
 KV6813                          STATION RECOVERY (2014)
 KV6813
 KV6813'RECOVERY NOTE BY BOSWELL ENGINEERING 2014 (AB)
 KV6813'RECOVERED IN GOOD CONDITION.
 KV6813
 KV6813                          STATION RECOVERY (2019)
 KV6813
 KV6813'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6814 ***********************************************************************
 KV6814  DESIGNATION -  2 H 1
 KV6814  PID         -  KV6814
 KV6814  STATE/COUNTY-  NJ/BERGEN
 KV6814  COUNTRY     -  US
 KV6814  USGS QUAD   -  HACKENSACK (2019)
 KV6814
 KV6814                         *CURRENT SURVEY CONTROL
 KV6814  ______________________________________________________________________
 KV6814* NAD 83(2011) POSITION- 40 56 11.33807(N) 074 00 22.68558(W)   ADJUSTED
 KV6814* NAD 83(2011) ELLIP HT-   -17.238 (meters)        (06/27/12)   ADJUSTED
 KV6814* NAD 83(2011) EPOCH   -  2010.00
 KV6814* NAVD 88 ORTHO HEIGHT -    14.5   (meters)       48.    (feet) GPS OBS
 KV6814  ______________________________________________________________________
 KV6814  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6814  GEOID HEIGHT    -        -31.930 (meters)                     GEOID90
 KV6814  GEOID HEIGHT    -        -31.709 (meters)                     GEOID18
 KV6814  NAD 83(2011) X  -  1,329,495.987 (meters)                     COMP
 KV6814  NAD 83(2011) Y  - -4,638,428.826 (meters)                     COMP
 KV6814  NAD 83(2011) Z  -  4,157,085.775 (meters)                     COMP
 KV6814  LAPLACE CORR    -          8.15  (seconds)                    DEFLEC18
 KV6814
 KV6814  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6814  Standards:
 KV6814         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6814            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6814  -------------------------------------------------------------------
 KV6814  NETWORK    1.32   2.23           0.54   0.54   1.14     -0.12291060
 KV6814  -------------------------------------------------------------------
 KV6814  Click here for local accuracies and other accuracy information.
 KV6814
 KV6814.The horizontal coordinates were established by GPS observations
 KV6814.and adjusted by the National Geodetic Survey in June 2012.
 KV6814
 KV6814.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6814.been affixed to the stable North American tectonic plate. See 
 KV6814.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6814
 KV6814.The horizontal coordinates are valid at the epoch date displayed above
 KV6814.which is a decimal equivalence of Year/Month/Day.
 KV6814
 KV6814.The orthometric height was determined by GPS observations and a
 KV6814.high-resolution geoid model.
 KV6814
 KV6814.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6814.GEOID18 height accuracy estimate available here.
 KV6814
 KV6814.Click photographs - Photos may exist for this station.
 KV6814
 KV6814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6814
 KV6814.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6814
 KV6814.The ellipsoidal height was determined by GPS observations
 KV6814.and is referenced to NAD 83.
 KV6814
 KV6814. The following values were computed from the NAD 83(2011) position.
 KV6814
 KV6814;                    North         East     Units Scale Factor Converg.
 KV6814;SPC NJ       -   233,611.834   191,573.177   MT  0.99992127   +0 19 24.6
 KV6814;SPC NJ       -   766,441.49    628,519.66   sFT  0.99992127   +0 19 24.6
 KV6814;SPC NY E     -   233,611.834   191,573.177   MT  0.99992127   +0 19 24.6
 KV6814;SPC NY E     -   766,441.49    628,519.66   sFT  0.99992127   +0 19 24.6
 KV6814;UTM  18      - 4,532,181.415   583,652.339   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8365232181(NAD 83)
 KV6814
 KV6814                          SUPERSEDED SURVEY CONTROL
 KV6814
 KV6814  NAD 83(2007)-  40 56 11.33825(N)    074 00 22.68641(W) AD(2002.00) 0
 KV6814  ELLIP H (02/10/07)  -17.217  (m)                       GP(2002.00)    
 KV6814  ELLIP H (10/23/02)  -17.206  (m)                       GP(       ) 4 1
 KV6814  NAD 83(1996)-  40 56 11.33833(N)    074 00 22.68734(W) AD(       ) 1
 KV6814  ELLIP H (05/14/99)  -17.204  (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
 KV6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6814.See file dsdata.pdf to determine how the superseded data were derived.
 KV6814
 KV6814_MARKER: DD = SURVEY DISK
 KV6814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6814_STAMPING: 2 H 1 1992
 KV6814_MARK LOGO: NJGS
 KV6814_PROJECTION: FLUSH
 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 - December 10, 2019
 KV6814
 KV6814  HISTORY     - Date     Condition        Report By
 KV6814  HISTORY     - 1992     MONUMENTED       NJGS
 KV6814  HISTORY     - 20050909 GOOD             BOSWEL
 KV6814  HISTORY     - 20160104 GOOD             JMT
 KV6814  HISTORY     - 20160318 GOOD             JMTMD
 KV6814  HISTORY     - 20191015 GOOD             NJGS
 KV6814  HISTORY     - 20191210 GOOD             NJGS
 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.
 KV6814
 KV6814                          STATION RECOVERY (2016)
 KV6814
 KV6814'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2016 (ES)
 KV6814'RECOVERED IN GOOD CONDITION.
 KV6814
 KV6814                          STATION RECOVERY (2016)
 KV6814
 KV6814'RECOVERY NOTE BY JMT ENGINEERING 2016 (EAS)
 KV6814'USED TO CHECK RTN(KEYNET)
 KV6814'N -0.02 E +0.06 EL.=47.45
 KV6814
 KV6814                          STATION RECOVERY (2019)
 KV6814
 KV6814'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6814'RECOVERED IN GOOD CONDITION.
 KV6814
 KV6814                          STATION RECOVERY (2019)
 KV6814
 KV6814'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6815 ***********************************************************************
 KV6815  DESIGNATION -  2 J 1
 KV6815  PID         -  KV6815
 KV6815  STATE/COUNTY-  NJ/BERGEN
 KV6815  COUNTRY     -  US
 KV6815  USGS QUAD   -  HACKENSACK (2019)
 KV6815
 KV6815                         *CURRENT SURVEY CONTROL
 KV6815  ______________________________________________________________________
 KV6815* NAD 83(2011) POSITION- 40 58 24.62745(N) 074 01 34.79949(W)   ADJUSTED
 KV6815* NAD 83(2011) ELLIP HT-   -20.667 (meters)        (06/27/12)   ADJUSTED
 KV6815* NAD 83(2011) EPOCH   -  2010.00
 KV6815* NAVD 88 ORTHO HEIGHT -    11.1   (meters)       36.    (feet) GPS OBS
 KV6815  ______________________________________________________________________
 KV6815  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6815  GEOID HEIGHT    -        -32.000 (meters)                     GEOID90
 KV6815  GEOID HEIGHT    -        -31.764 (meters)                     GEOID18
 KV6815  NAD 83(2011) X  -  1,327,131.839 (meters)                     COMP
 KV6815  NAD 83(2011) Y  - -4,636,299.846 (meters)                     COMP
 KV6815  NAD 83(2011) Z  -  4,160,188.791 (meters)                     COMP
 KV6815  LAPLACE CORR    -          7.10  (seconds)                    DEFLEC18
 KV6815
 KV6815  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6815  Standards:
 KV6815         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6815            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6815  -------------------------------------------------------------------
 KV6815  NETWORK    0.67   1.16           0.27   0.28   0.59     -0.06363651
 KV6815  -------------------------------------------------------------------
 KV6815  Click here for local accuracies and other accuracy information.
 KV6815
 KV6815.The horizontal coordinates were established by GPS observations
 KV6815.and adjusted by the National Geodetic Survey in June 2012.
 KV6815
 KV6815.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6815.been affixed to the stable North American tectonic plate. See 
 KV6815.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6815
 KV6815.The horizontal coordinates are valid at the epoch date displayed above
 KV6815.which is a decimal equivalence of Year/Month/Day.
 KV6815
 KV6815.The orthometric height was determined by GPS observations and a
 KV6815.high-resolution geoid model.
 KV6815
 KV6815.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6815.GEOID18 height accuracy estimate available here.
 KV6815
 KV6815.Click photographs - Photos may exist for this station.
 KV6815
 KV6815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6815
 KV6815.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6815
 KV6815.The ellipsoidal height was determined by GPS observations
 KV6815.and is referenced to NAD 83.
 KV6815
 KV6815. The following values were computed from the NAD 83(2011) position.
 KV6815
 KV6815;                    North         East     Units Scale Factor Converg.
 KV6815;SPC NJ       -   237,713.832   189,864.075   MT  0.99991955   +0 18 38.1
 KV6815;SPC NJ       -   779,899.46    622,912.39   sFT  0.99991955   +0 18 38.1
 KV6815;UTM  18      - 4,536,272.603   581,920.209   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8192036272(NAD 83)
 KV6815
 KV6815                          SUPERSEDED SURVEY CONTROL
 KV6815
 KV6815  NAD 83(2007)-  40 58 24.62759(N)    074 01 34.80037(W) AD(2002.00) 0
 KV6815  ELLIP H (02/10/07)  -20.645  (m)                       GP(2002.00)    
 KV6815  ELLIP H (10/23/02)  -20.639  (m)                       GP(       ) 4 1
 KV6815  NAD 83(1996)-  40 58 24.62766(N)    074 01 34.80130(W) AD(       ) 1
 KV6815  ELLIP H (05/14/99)  -20.629  (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
 KV6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6815.See file dsdata.pdf to determine how the superseded data were derived.
 KV6815
 KV6815_MARKER: DD = SURVEY DISK
 KV6815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6815_STAMPING: 2 J 1 1992
 KV6815_MARK LOGO: NJGS
 KV6815_PROJECTION: FLUSH
 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 - October 18, 2011
 KV6815
 KV6815  HISTORY     - Date     Condition        Report By
 KV6815  HISTORY     - 1992     MONUMENTED       NJGS
 KV6815  HISTORY     - 20040108 GOOD             AASCO
 KV6815  HISTORY     - 20111018 GOOD             BOSWEL
 KV6815  HISTORY     - 20200608 GOOD             NJGS
 KV6815  HISTORY     - 20200807 GOOD             NJGS
 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.
 KV6815
 KV6815                          STATION RECOVERY (2011)
 KV6815
 KV6815'RECOVERY NOTE BY BOSWELL ENGINEERING 2011 (RRR)
 KV6815'RECOVERED IN GOOD CONDITION.
 KV6815
 KV6815                          STATION RECOVERY (2020)
 KV6815
 KV6815'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6815'RECOVERED IN GOOD CONDITION.
 KV6815
 KV6815                          STATION RECOVERY (2020)
 KV6815
 KV6815'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6815'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LX7658 ***********************************************************************
 LX7658  DESIGNATION -  2 K 1
 LX7658  PID         -  LX7658
 LX7658  STATE/COUNTY-  NJ/BERGEN
 LX7658  COUNTRY     -  US
 LX7658  USGS QUAD   -  NYACK (2019)
 LX7658
 LX7658                         *CURRENT SURVEY CONTROL
 LX7658  ______________________________________________________________________
 LX7658* NAD 83(2011) POSITION- 41 00 17.72941(N) 073 56 37.71667(W)   ADJUSTED
 LX7658* NAD 83(2011) ELLIP HT-   -22.822 (meters)        (06/27/12)   ADJUSTED
 LX7658* NAD 83(2011) EPOCH   -  2010.00
 LX7658* NAVD 88 ORTHO HEIGHT -     8.6   (meters)       28.    (feet) GPS OBS
 LX7658  ______________________________________________________________________
 LX7658  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LX7658  GEOID HEIGHT    -        -31.710 (meters)                     GEOID90
 LX7658  GEOID HEIGHT    -        -31.456 (meters)                     GEOID18
 LX7658  NAD 83(2011) X  -  1,333,174.716 (meters)                     COMP
 LX7658  NAD 83(2011) Y  - -4,632,182.796 (meters)                     COMP
 LX7658  NAD 83(2011) Z  -  4,162,820.979 (meters)                     COMP
 LX7658  LAPLACE CORR    -          8.01  (seconds)                    DEFLEC18
 LX7658
 LX7658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LX7658  Standards:
 LX7658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LX7658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LX7658  -------------------------------------------------------------------
 LX7658  NETWORK    0.90   1.47           0.34   0.39   0.75     -0.09112160
 LX7658  -------------------------------------------------------------------
 LX7658  Click here for local accuracies and other accuracy information.
 LX7658
 LX7658.The horizontal coordinates were established by GPS observations
 LX7658.and adjusted by the National Geodetic Survey in June 2012.
 LX7658
 LX7658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LX7658.been affixed to the stable North American tectonic plate. See 
 LX7658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LX7658
 LX7658.The horizontal coordinates are valid at the epoch date displayed above
 LX7658.which is a decimal equivalence of Year/Month/Day.
 LX7658
 LX7658.The orthometric height was determined by GPS observations and a
 LX7658.high-resolution geoid model.
 LX7658
 LX7658.Significant digits in the geoid height do not necessarily reflect accuracy.
 LX7658.GEOID18 height accuracy estimate available here.
 LX7658
 LX7658.Click photographs - Photos may exist for this station.
 LX7658
 LX7658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7658
 LX7658.The Laplace correction was computed from DEFLEC18 derived deflections.
 LX7658
 LX7658.The ellipsoidal height was determined by GPS observations
 LX7658.and is referenced to NAD 83.
 LX7658
 LX7658. The following values were computed from the NAD 83(2011) position.
 LX7658
 LX7658;                    North         East     Units Scale Factor Converg.
 LX7658;SPC NJ       -   241,243.433   196,787.074   MT  0.99992693   +0 21 53.8
 LX7658;SPC NJ       -   791,479.50    645,625.59   sFT  0.99992693   +0 21 53.8
 LX7658;SPC NY E     -   241,243.433   196,787.074   MT  0.99992693   +0 21 53.8
 LX7658;SPC NY E     -   791,479.50    645,625.59   sFT  0.99992693   +0 21 53.8
 LX7658;UTM  18      - 4,539,840.944   588,821.278   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8882139840(NAD 83)
 LX7658
 LX7658                          SUPERSEDED SURVEY CONTROL
 LX7658
 LX7658  NAD 83(2007)-  41 00 17.72954(N)    073 56 37.71756(W) AD(2002.00) 0
 LX7658  ELLIP H (02/10/07)  -22.800  (m)                       GP(2002.00)    
 LX7658  ELLIP H (10/23/02)  -22.795  (m)                       GP(       ) 4 1
 LX7658  NAD 83(1996)-  41 00 17.72962(N)    073 56 37.71845(W) AD(       ) 1
 LX7658  ELLIP H (05/14/99)  -22.785  (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
 LX7658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7658.See file dsdata.pdf to determine how the superseded data were derived.
 LX7658
 LX7658_MARKER: DD = SURVEY DISK
 LX7658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7658_STAMPING: 2 K 1 1992
 LX7658_MARK LOGO: NJGS
 LX7658_PROJECTION: FLUSH
 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 - March 11, 2020
 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  HISTORY     - 20070508 GOOD             GEOCAC
 LX7658  HISTORY     - 20160602 GOOD             BOSWEL
 LX7658  HISTORY     - 20200311 GOOD             NJGS
 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.
 LX7658
 LX7658                          STATION RECOVERY (2007)
 LX7658
 LX7658'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LX7658'RECOVERED IN GOOD CONDITION.
 LX7658
 LX7658                          STATION RECOVERY (2016)
 LX7658
 LX7658'RECOVERY NOTE BY BOSWELL ENGINEERING 2016 (RRR)
 LX7658'RECOVERED IN GOOD CONDITION.
 LX7658
 LX7658                          STATION RECOVERY (2020)
 LX7658
 LX7658'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LX7658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU5152 ***********************************************************************
 KU5152  DESIGNATION -  2 L 1
 KU5152  PID         -  KU5152
 KU5152  STATE/COUNTY-  NJ/BERGEN
 KU5152  COUNTRY     -  US
 KU5152  USGS QUAD   -  YONKERS (2019)
 KU5152
 KU5152                         *CURRENT SURVEY CONTROL
 KU5152  ______________________________________________________________________
 KU5152* NAD 83(2011) POSITION- 40 58 37.68034(N) 073 56 42.44088(W)   ADJUSTED
 KU5152* NAD 83(2011) ELLIP HT-   -18.523 (meters)        (06/27/12)   ADJUSTED
 KU5152* NAD 83(2011) EPOCH   -  2010.00
 KU5152* NAVD 88 ORTHO HEIGHT -    12.9   (meters)       42.    (feet) GPS OBS
 KU5152  ______________________________________________________________________
 KU5152  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KU5152  GEOID HEIGHT    -        -31.710 (meters)                     GEOID90
 KU5152  GEOID HEIGHT    -        -31.466 (meters)                     GEOID18
 KU5152  NAD 83(2011) X  -  1,333,629.397 (meters)                     COMP
 KU5152  NAD 83(2011) Y  - -4,634,161.938 (meters)                     COMP
 KU5152  NAD 83(2011) Z  -  4,160,494.199 (meters)                     COMP
 KU5152  LAPLACE CORR    -          8.98  (seconds)                    DEFLEC18
 KU5152
 KU5152  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KU5152  Standards:
 KU5152         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KU5152            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KU5152  -------------------------------------------------------------------
 KU5152  NETWORK    0.74   1.37           0.33   0.27   0.70      0.02381805
 KU5152  -------------------------------------------------------------------
 KU5152  Click here for local accuracies and other accuracy information.
 KU5152
 KU5152.The horizontal coordinates were established by GPS observations
 KU5152.and adjusted by the National Geodetic Survey in June 2012.
 KU5152
 KU5152.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KU5152.been affixed to the stable North American tectonic plate. See 
 KU5152.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KU5152
 KU5152.The horizontal coordinates are valid at the epoch date displayed above
 KU5152.which is a decimal equivalence of Year/Month/Day.
 KU5152
 KU5152.The orthometric height was determined by GPS observations and a
 KU5152.high-resolution geoid model.
 KU5152
 KU5152.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU5152.GEOID18 height accuracy estimate available here.
 KU5152
 KU5152.Click photographs - Photos may exist for this station.
 KU5152
 KU5152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5152
 KU5152.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU5152
 KU5152.The ellipsoidal height was determined by GPS observations
 KU5152.and is referenced to NAD 83.
 KU5152
 KU5152. The following values were computed from the NAD 83(2011) position.
 KU5152
 KU5152;                    North         East     Units Scale Factor Converg.
 KU5152;SPC NJ       -   238,156.680   196,696.288   MT  0.99992683   +0 21 49.9
 KU5152;SPC NJ       -   781,352.37    645,327.74   sFT  0.99992683   +0 21 49.9
 KU5152;SPC NY E     -   238,156.680   196,696.288   MT  0.99992683   +0 21 49.9
 KU5152;SPC NY E     -   781,352.37    645,327.74   sFT  0.99992683   +0 21 49.9
 KU5152;UTM  18      - 4,536,754.431   588,748.182   MT  0.99969694   +0 41 30.4
 KU5152
 KU5152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5152!SPC NJ       -   1.00000291  x   0.99992683  =   0.99992974
 KU5152!SPC NY E     -   1.00000291  x   0.99992683  =   0.99992974
 KU5152!UTM  18      -   1.00000291  x   0.99969694  =   0.99969984
 KU5152
 KU5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8874836754(NAD 83)
 KU5152
 KU5152                          SUPERSEDED SURVEY CONTROL
 KU5152
 KU5152  NAD 83(2007)-  40 58 37.68050(N)    073 56 42.44175(W) AD(2002.00) 0
 KU5152  ELLIP H (02/10/07)  -18.502  (m)                       GP(2002.00)    
 KU5152  ELLIP H (10/23/02)  -18.494  (m)                       GP(       ) 4 1
 KU5152  NAD 83(1996)-  40 58 37.68058(N)    073 56 42.44266(W) AD(       ) 1
 KU5152  ELLIP H (05/14/99)  -18.487  (m)                       GP(       ) 4 1
 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
 KU5152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5152.See file dsdata.pdf to determine how the superseded data were derived.
 KU5152
 KU5152_MARKER: DD = SURVEY DISK
 KU5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KU5153 ***********************************************************************
 KU5153  DESIGNATION -  2 M 1
 KU5153  PID         -  KU5153
 KU5153  STATE/COUNTY-  NJ/BERGEN
 KU5153  COUNTRY     -  US
 KU5153  USGS QUAD   -  YONKERS (2019)
 KU5153
 KU5153                         *CURRENT SURVEY CONTROL
 KU5153  ______________________________________________________________________
 KU5153* NAD 83(2011) POSITION- 40 54 41.86194(N) 073 59 49.59537(W)   ADJUSTED
 KU5153* NAD 83(2011) ELLIP HT-     1.037 (meters)        (06/27/12)   ADJUSTED
 KU5153* NAD 83(2011) EPOCH   -  2010.00
 KU5153* NAVD 88 ORTHO HEIGHT -    32.7   (meters)      107.    (feet) GPS OBS
 KU5153  ______________________________________________________________________
 KU5153  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KU5153  GEOID HEIGHT    -        -31.900 (meters)                     GEOID90
 KU5153  GEOID HEIGHT    -        -31.678 (meters)                     GEOID18
 KU5153  NAD 83(2011) X  -  1,330,742.356 (meters)                     COMP
 KU5153  NAD 83(2011) Y  - -4,639,966.744 (meters)                     COMP
 KU5153  NAD 83(2011) Z  -  4,155,012.239 (meters)                     COMP
 KU5153  LAPLACE CORR    -          8.00  (seconds)                    DEFLEC18
 KU5153
 KU5153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KU5153  Standards:
 KU5153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KU5153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KU5153  -------------------------------------------------------------------
 KU5153  NETWORK    0.78   1.39           0.33   0.31   0.71     -0.02870950
 KU5153  -------------------------------------------------------------------
 KU5153  Click here for local accuracies and other accuracy information.
 KU5153
 KU5153.The horizontal coordinates were established by GPS observations
 KU5153.and adjusted by the National Geodetic Survey in June 2012.
 KU5153
 KU5153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KU5153.been affixed to the stable North American tectonic plate. See 
 KU5153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KU5153
 KU5153.The horizontal coordinates are valid at the epoch date displayed above
 KU5153.which is a decimal equivalence of Year/Month/Day.
 KU5153
 KU5153.The orthometric height was determined by GPS observations and a
 KU5153.high-resolution geoid model.
 KU5153
 KU5153.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU5153.GEOID18 height accuracy estimate available here.
 KU5153
 KU5153.Click photographs - Photos may exist for this station.
 KU5153
 KU5153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5153
 KU5153.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU5153
 KU5153.The ellipsoidal height was determined by GPS observations
 KU5153.and is referenced to NAD 83.
 KU5153
 KU5153. The following values were computed from the NAD 83(2011) position.
 KU5153
 KU5153;                    North         East     Units Scale Factor Converg.
 KU5153;SPC NJ       -   230,856.355   192,363.061   MT  0.99992208   +0 19 45.6
 KU5153;SPC NJ       -   757,401.22    631,111.14   sFT  0.99992208   +0 19 45.6
 KU5153;SPC NY E     -   230,856.355   192,363.061   MT  0.99992208   +0 19 45.6
 KU5153;SPC NY E     -   757,401.22    631,111.14   sFT  0.99992208   +0 19 45.6
 KU5153;UTM  18      - 4,529,431.142   584,457.775   MT  0.99968779   +0 39 24.6
 KU5153
 KU5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5153!SPC NJ       -   0.99999984  x   0.99992208  =   0.99992192
 KU5153!SPC NY E     -   0.99999984  x   0.99992208  =   0.99992192
 KU5153!UTM  18      -   0.99999984  x   0.99968779  =   0.99968763
 KU5153
 KU5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8445729431(NAD 83)
 KU5153
 KU5153                          SUPERSEDED SURVEY CONTROL
 KU5153
 KU5153  NAD 83(2007)-  40 54 41.86211(N)    073 59 49.59621(W) AD(2002.00) 0
 KU5153  ELLIP H (02/10/07)    1.058  (m)                       GP(2002.00)    
 KU5153  ELLIP H (10/23/02)    1.069  (m)                       GP(       ) 4 1
 KU5153  NAD 83(1996)-  40 54 41.86220(N)    073 59 49.59713(W) AD(       ) 1
 KU5153  ELLIP H (05/14/99)    1.072  (m)                       GP(       ) 4 1
 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
 KU5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5153.See file dsdata.pdf to determine how the superseded data were derived.
 KU5153
 KU5153_MARKER: DD = SURVEY DISK
 KU5153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU5153_STAMPING: 2 M 1 1992
 KU5153_MARK LOGO: NJGS
 KU5153_PROJECTION: FLUSH
 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 - June 09, 2020
 KU5153
 KU5153  HISTORY     - Date     Condition        Report By
 KU5153  HISTORY     - 1992     MONUMENTED       NJGS
 KU5153  HISTORY     - 20130110 GOOD             AAAS
 KU5153  HISTORY     - 20200608 GOOD             NJGS
 KU5153  HISTORY     - 20200609 GOOD             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.
 KU5153
 KU5153                          STATION RECOVERY (2013)
 KU5153
 KU5153'RECOVERY NOTE BY ARORA AND ASSOCIATES 2013 (EG)
 KU5153'RECOVERED AS DESCRIBED
 KU5153
 KU5153                          STATION RECOVERY (2020)
 KU5153
 KU5153'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KU5153'RECOVERED IN GOOD CONDITION.
 KU5153
 KU5153                          STATION RECOVERY (2020)
 KU5153
 KU5153'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KU5153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6816 ***********************************************************************
 KV6816  DESIGNATION -  2 N 1
 KV6816  PID         -  KV6816
 KV6816  STATE/COUNTY-  NJ/BERGEN
 KV6816  COUNTRY     -  US
 KV6816  USGS QUAD   -  HACKENSACK (2019)
 KV6816
 KV6816                         *CURRENT SURVEY CONTROL
 KV6816  ______________________________________________________________________
 KV6816* NAD 83(2011) POSITION- 40 53 00.51201(N) 074 06 08.65399(W)   ADJUSTED
 KV6816* NAD 83(2011) ELLIP HT-   -20.032 (meters)        (06/27/12)   ADJUSTED
 KV6816* NAD 83(2011) EPOCH   -  2010.00
 KV6816* NAVD 88 ORTHO HEIGHT -    12.0   (meters)       39.    (feet) GPS OBS
 KV6816  ______________________________________________________________________
 KV6816  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6816  GEOID HEIGHT    -        -32.260 (meters)                     GEOID90
 KV6816  GEOID HEIGHT    -        -32.066 (meters)                     GEOID18
 KV6816  NAD 83(2011) X  -  1,322,769.436 (meters)                     COMP
 KV6816  NAD 83(2011) Y  - -4,644,357.735 (meters)                     COMP
 KV6816  NAD 83(2011) Z  -  4,152,635.247 (meters)                     COMP
 KV6816  LAPLACE CORR    -          6.72  (seconds)                    DEFLEC18
 KV6816
 KV6816  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6816  Standards:
 KV6816         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6816            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6816  -------------------------------------------------------------------
 KV6816  NETWORK    0.55   0.90           0.22   0.23   0.46     -0.12076688
 KV6816  -------------------------------------------------------------------
 KV6816  Click here for local accuracies and other accuracy information.
 KV6816
 KV6816.The horizontal coordinates were established by GPS observations
 KV6816.and adjusted by the National Geodetic Survey in June 2012.
 KV6816
 KV6816.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6816.been affixed to the stable North American tectonic plate. See 
 KV6816.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6816
 KV6816.The horizontal coordinates are valid at the epoch date displayed above
 KV6816.which is a decimal equivalence of Year/Month/Day.
 KV6816
 KV6816.The orthometric height was determined by GPS observations and a
 KV6816.high-resolution geoid model.
 KV6816
 KV6816.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6816.GEOID18 height accuracy estimate available here.
 KV6816
 KV6816.Click photographs - Photos may exist for this station.
 KV6816
 KV6816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6816
 KV6816.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6816
 KV6816.The ellipsoidal height was determined by GPS observations
 KV6816.and is referenced to NAD 83.
 KV6816
 KV6816. The following values were computed from the NAD 83(2011) position.
 KV6816
 KV6816;                    North         East     Units Scale Factor Converg.
 KV6816;SPC NJ       -   227,684.591   183,507.354   MT  0.99991381   +0 15 36.9
 KV6816;SPC NJ       -   746,995.20    602,057.04   sFT  0.99991381   +0 15 36.9
 KV6816;UTM  18      - 4,526,209.599   575,622.447   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7562226209(NAD 83)
 KV6816
 KV6816                          SUPERSEDED SURVEY CONTROL
 KV6816
 KV6816  NAD 83(2007)-  40 53 00.51222(N)    074 06 08.65475(W) AD(2002.00) 0
 KV6816  ELLIP H (02/10/07)  -20.014  (m)                       GP(2002.00)    
 KV6816  ELLIP H (10/23/02)  -20.011  (m)                       GP(       ) 4 1
 KV6816  NAD 83(1996)-  40 53 00.51233(N)    074 06 08.65557(W) AD(       ) 1
 KV6816  ELLIP H (05/14/99)  -20.003  (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
 KV6816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6816.See file dsdata.pdf to determine how the superseded data were derived.
 KV6816
 KV6816_MARKER: DD = SURVEY DISK
 KV6816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6816_STAMPING: 2 N 1 1992
 KV6816_MARK LOGO: NJGS
 KV6816_PROJECTION: FLUSH
 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 - March 10, 2020
 KV6816
 KV6816  HISTORY     - Date     Condition        Report By
 KV6816  HISTORY     - 1992     MONUMENTED       NJGS
 KV6816  HISTORY     - 20020116 GOOD             INDIV
 KV6816  HISTORY     - 20021003 GOOD             INDIV
 KV6816  HISTORY     - 20090612 GOOD             INDIV
 KV6816  HISTORY     - 20110317 GOOD             BOSWEL
 KV6816  HISTORY     - 20121008 GOOD             BOSWEL
 KV6816  HISTORY     - 20200221 GOOD             NJGS
 KV6816  HISTORY     - 20200310 GOOD             NJGS
 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.
 KV6816
 KV6816                          STATION RECOVERY (2009)
 KV6816
 KV6816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DJP)
 KV6816'RECOVERED AS DESCRIBED
 KV6816
 KV6816                          STATION RECOVERY (2011)
 KV6816
 KV6816'RECOVERY NOTE BY BOSWELL ENGINEERING 2011 (RRR)
 KV6816'RECOVERED IN GOOD CONDITION.
 KV6816
 KV6816                          STATION RECOVERY (2012)
 KV6816
 KV6816'RECOVERY NOTE BY BOSWELL ENGINEERING 2012 (AB)
 KV6816'RECOVERED IN GOOD CONDITION.
 KV6816
 KV6816                          STATION RECOVERY (2020)
 KV6816
 KV6816'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6816'RECOVERED IN GOOD CONDITION.
 KV6816
 KV6816                          STATION RECOVERY (2020)
 KV6816
 KV6816'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6816'RECOVERED AND SUBMITTED OPUS SHARED SOLUTION AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6817 ***********************************************************************
 KV6817  DESIGNATION -  2 P 1
 KV6817  PID         -  KV6817
 KV6817  STATE/COUNTY-  NJ/BERGEN
 KV6817  COUNTRY     -  US
 KV6817  USGS QUAD   -  WEEHAWKEN (2016)
 KV6817
 KV6817                         *CURRENT SURVEY CONTROL
 KV6817  ______________________________________________________________________
 KV6817* NAD 83(2011) POSITION- 40 49 33.64845(N) 074 05 41.40712(W)   ADJUSTED
 KV6817* NAD 83(2011) ELLIP HT-   -29.895 (meters)        (06/27/12)   ADJUSTED
 KV6817* NAD 83(2011) EPOCH   -  2010.00
 KV6817* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) GPS OBS
 KV6817  ______________________________________________________________________
 KV6817  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6817  GEOID HEIGHT    -        -32.250 (meters)                     GEOID90
 KV6817  GEOID HEIGHT    -        -32.065 (meters)                     GEOID18
 KV6817  NAD 83(2011) X  -  1,324,524.813 (meters)                     COMP
 KV6817  NAD 83(2011) Y  - -4,648,190.208 (meters)                     COMP
 KV6817  NAD 83(2011) Z  -  4,147,802.241 (meters)                     COMP
 KV6817  LAPLACE CORR    -          6.67  (seconds)                    DEFLEC18
 KV6817
 KV6817  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6817  Standards:
 KV6817         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6817            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6817  -------------------------------------------------------------------
 KV6817  NETWORK    0.60   0.98           0.24   0.25   0.50     -0.03376716
 KV6817  -------------------------------------------------------------------
 KV6817  Click here for local accuracies and other accuracy information.
 KV6817
 KV6817.The horizontal coordinates were established by GPS observations
 KV6817.and adjusted by the National Geodetic Survey in June 2012.
 KV6817
 KV6817.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6817.been affixed to the stable North American tectonic plate. See 
 KV6817.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6817
 KV6817.The horizontal coordinates are valid at the epoch date displayed above
 KV6817.which is a decimal equivalence of Year/Month/Day.
 KV6817
 KV6817.The orthometric height was determined by GPS observations and a
 KV6817.high-resolution geoid model.
 KV6817
 KV6817.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6817.GEOID18 height accuracy estimate available here.
 KV6817
 KV6817.Click photographs - Photos may exist for this station.
 KV6817
 KV6817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6817
 KV6817.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6817
 KV6817.The ellipsoidal height was determined by GPS observations
 KV6817.and is referenced to NAD 83.
 KV6817
 KV6817. The following values were computed from the NAD 83(2011) position.
 KV6817
 KV6817;                    North         East     Units Scale Factor Converg.
 KV6817;SPC NJ       -   221,306.900   184,174.712   MT  0.99991437   +0 15 53.6
 KV6817;SPC NJ       -   726,071.05    604,246.53   sFT  0.99991437   +0 15 53.6
 KV6817;SPC NY L     -    73,222.374   292,000.111   MT  0.99999499   -0 03 43.3
 KV6817;SPC NY L     -   240,230.41    958,003.70   sFT  0.99999499   -0 03 43.3
 KV6817;UTM  18      - 4,519,837.372   576,326.032   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  =   0.99967639
 KV6817
 KV6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7632619837(NAD 83)
 KV6817
 KV6817                          SUPERSEDED SURVEY CONTROL
 KV6817
 KV6817  NAD 83(2007)-  40 49 33.64864(N)    074 05 41.40790(W) AD(2002.00) 0
 KV6817  ELLIP H (02/10/07)  -29.878  (m)                       GP(2002.00)    
 KV6817  ELLIP H (10/23/02)  -29.874  (m)                       GP(       ) 4 1
 KV6817  NAD 83(1996)-  40 49 33.64887(N)    074 05 41.40844(W) AD(       ) 1
 KV6817  ELLIP H (05/14/99)  -29.867  (m)                       GP(       ) 4 1
 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
 KV6817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6817.See file dsdata.pdf to determine how the superseded data were derived.
 KV6817
 KV6817_STAMPING: 2 P 1 1992
 KV6817_MARK LOGO: NJGS
 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  HISTORY     - 20070408 GOOD             GEOCAC
 KV6817  HISTORY     - 20200220 MARK NOT FOUND   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.
 KV6817
 KV6817                          STATION RECOVERY (2007)
 KV6817
 KV6817'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6817'DUE TO TREE GROWTH, THE EMPIRE STATE BUILDING CAN NO LONGER BE SEEN
 KV6817'FROM THIS STATION.
 KV6817
 KV6817                          STATION RECOVERY (2020)
 KV6817
 KV6817'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6817'MONUMENT NOT FOUND, APPEARS AS IF WORK HAS BEEN DONE TO TURNAROUND.
 KV6817'SOFT DEPRESSION IN GROUND WHERE MONUMENT SHOULD BE.  APPEARS AS IF IT
 KV6817'HAS BEEN DUG UP.  CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0044 ***********************************************************************
 KV0044  DESIGNATION -  2 PRR
 KV0044  PID         -  KV0044
 KV0044  STATE/COUNTY-  NJ/UNION
 KV0044  COUNTRY     -  US
 KV0044  USGS QUAD   -  PERTH AMBOY (2016)
 KV0044
 KV0044                         *CURRENT SURVEY CONTROL
 KV0044  ______________________________________________________________________
 KV0044* NAD 83(1986) POSITION- 40 36 48.     (N) 074 16 10.     (W)   SCALED
 KV0044* NAVD 88 ORTHO HEIGHT -     6.975 (meters)       22.88  (feet) ADJUSTED
 KV0044  ______________________________________________________________________
 KV0044  GEOID HEIGHT    -        -32.562 (meters)                     GEOID18
 KV0044  DYNAMIC HEIGHT  -          6.972 (meters)       22.87  (feet) COMP
 KV0044  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 KV0044
 KV0044  VERT ORDER      -  FIRST     CLASS I
 KV0044
 KV0044.The horizontal coordinates were scaled from a map and have
 KV0044.an estimated accuracy of +/- 6 seconds.
 KV0044
 KV0044.The orthometric height was determined by differential leveling and
 KV0044.adjusted by the NATIONAL GEODETIC SURVEY
 KV0044.in June 1991.
 KV0044
 KV0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0044.GEOID18 height accuracy estimate available here.
 KV0044
 KV0044.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK617960(NAD 83)
 KV0044
 KV0044                          SUPERSEDED SURVEY CONTROL
 KV0044
 KV0044  NGVD 29 (04/16/92)    7.297  (m)           23.94   (f) ADJUSTED    1 1
 KV0044  NGVD 29 (??/??/87)    7.321  (m)           24.02   (f) SUPERSEDED  1 1
 KV0044  NGVD 29 (11/26/84)    7.321  (m)           24.02   (f) ADJUSTED    1 2
 KV0044
 KV0044.Superseded values are not recommended for survey control.
 KV0044
 KV0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0044.See file dsdata.pdf to determine how the superseded data were derived.
 KV0044
 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  HISTORY     - 20231120 MARK NOT FOUND   NJGS
 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.
 KV0044
 KV0044                          STATION RECOVERY (2023)
 KV0044
 KV0044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV0044'THERE IS NO LONGER A FACTORY AT THE INTERSECTION OF THE TIES FROM
 KV0044'1934.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6818 ***********************************************************************
 KV6818  DESIGNATION -  2 Q 1
 KV6818  PID         -  KV6818
 KV6818  STATE/COUNTY-  NJ/BERGEN
 KV6818  COUNTRY     -  US
 KV6818  USGS QUAD   -  WEEHAWKEN (2016)
 KV6818
 KV6818                         *CURRENT SURVEY CONTROL
 KV6818  ______________________________________________________________________
 KV6818* NAD 83(2011) POSITION- 40 48 43.94930(N) 074 05 16.28733(W)   ADJUSTED
 KV6818* NAD 83(2011) ELLIP HT-   -29.863 (meters)        (06/27/12)   ADJUSTED
 KV6818* NAD 83(2011) EPOCH   -  2010.00
 KV6818* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) GPS OBS
 KV6818  ______________________________________________________________________
 KV6818  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6818  GEOID HEIGHT    -        -32.230 (meters)                     GEOID90
 KV6818  GEOID HEIGHT    -        -32.048 (meters)                     GEOID18
 KV6818  NAD 83(2011) X  -  1,325,365.634 (meters)                     COMP
 KV6818  NAD 83(2011) Y  - -4,648,992.624 (meters)                     COMP
 KV6818  NAD 83(2011) Z  -  4,146,642.063 (meters)                     COMP
 KV6818  LAPLACE CORR    -          6.92  (seconds)                    DEFLEC18
 KV6818
 KV6818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6818  Standards:
 KV6818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6818  -------------------------------------------------------------------
 KV6818  NETWORK    0.63   1.02           0.23   0.28   0.52     -0.04192125
 KV6818  -------------------------------------------------------------------
 KV6818  Click here for local accuracies and other accuracy information.
 KV6818
 KV6818.The horizontal coordinates were established by GPS observations
 KV6818.and adjusted by the National Geodetic Survey in June 2012.
 KV6818
 KV6818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6818.been affixed to the stable North American tectonic plate. See 
 KV6818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6818
 KV6818.The horizontal coordinates are valid at the epoch date displayed above
 KV6818.which is a decimal equivalence of Year/Month/Day.
 KV6818
 KV6818.The orthometric height was determined by GPS observations and a
 KV6818.high-resolution geoid model.
 KV6818
 KV6818.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6818.GEOID18 height accuracy estimate available here.
 KV6818
 KV6818.Click photographs - Photos may exist for this station.
 KV6818
 KV6818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6818
 KV6818.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6818
 KV6818.The ellipsoidal height was determined by GPS observations
 KV6818.and is referenced to NAD 83.
 KV6818
 KV6818. The following values were computed from the NAD 83(2011) position.
 KV6818
 KV6818;                    North         East     Units Scale Factor Converg.
 KV6818;SPC NJ       -   219,776.706   184,770.476   MT  0.99991488   +0 16 09.7
 KV6818;SPC NJ       -   721,050.74    606,201.14   sFT  0.99991488   +0 16 09.7
 KV6818;SPC NY E     -   219,776.706   184,770.476   MT  0.99991488   +0 16 09.7
 KV6818;SPC NY E     -   721,050.74    606,201.14   sFT  0.99991488   +0 16 09.7
 KV6818;SPC NY L     -    71,688.682   292,587.182   MT  0.99999512   -0 03 26.9
 KV6818;SPC NY L     -   235,198.62    959,929.78   sFT  0.99999512   -0 03 26.9
 KV6818;UTM  18      - 4,518,310.971   576,930.370   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7693018310(NAD 83)
 KV6818
 KV6818                          SUPERSEDED SURVEY CONTROL
 KV6818
 KV6818  NAD 83(2007)-  40 48 43.94949(N)    074 05 16.28811(W) AD(2002.00) 0
 KV6818  ELLIP H (02/10/07)  -29.846  (m)                       GP(2002.00)    
 KV6818  ELLIP H (10/23/02)  -29.842  (m)                       GP(       ) 4 1
 KV6818  NAD 83(1996)-  40 48 43.94973(N)    074 05 16.28866(W) AD(       ) 1
 KV6818  ELLIP H (05/14/99)  -29.836  (m)                       GP(       ) 4 1
 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
 KV6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6818.See file dsdata.pdf to determine how the superseded data were derived.
 KV6818
 KV6818_MARKER: DD = SURVEY DISK
 KV6818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6818_STAMPING: 2 Q 1 1992
 KV6818_MARK LOGO: NJGS
 KV6818_PROJECTION: FLUSH
 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 - April 25, 2024
 KV6818
 KV6818  HISTORY     - Date     Condition        Report By
 KV6818  HISTORY     - 1992     MONUMENTED       NJGS
 KV6818  HISTORY     - 20070817 GOOD             GEOCAC
 KV6818  HISTORY     - 20200311 GOOD             NJGS
 KV6818  HISTORY     - 20240425 GOOD             AAAS
 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.
 KV6818
 KV6818                          STATION RECOVERY (2007)
 KV6818
 KV6818'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV6818'THE STATION IS NOW LOCATED ABOUT ONE FOOT EAST OF THE WEST EDGE OF A
 KV6818'ROUND FLOWER BED, AND ABOUT EIGHT INCHES SOUTH OF A WOODEN STAKE.
 KV6818
 KV6818                          STATION RECOVERY (2020)
 KV6818
 KV6818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6818'RECOVERED IN GOOD CONDITION.
 KV6818
 KV6818                          STATION RECOVERY (2024)
 KV6818
 KV6818'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6819 ***********************************************************************
 KV6819  DESIGNATION -  2 R 1
 KV6819  PID         -  KV6819
 KV6819  STATE/COUNTY-  NJ/BERGEN
 KV6819  COUNTRY     -  US
 KV6819  USGS QUAD   -  WEEHAWKEN (2016)
 KV6819
 KV6819                         *CURRENT SURVEY CONTROL
 KV6819  ______________________________________________________________________
 KV6819* NAD 83(2011) POSITION- 40 51 05.66852(N) 074 00 23.61260(W)   ADJUSTED
 KV6819* NAD 83(2011) ELLIP HT-   -29.632 (meters)        (06/27/12)   ADJUSTED
 KV6819* NAD 83(2011) EPOCH   -  2010.00
 KV6819* NAVD 88 ORTHO HEIGHT -     2.1   (meters)        7.    (feet) GPS OBS
 KV6819  ______________________________________________________________________
 KV6819  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6819  GEOID HEIGHT    -        -31.940 (meters)                     GEOID90
 KV6819  GEOID HEIGHT    -        -31.736 (meters)                     GEOID18
 KV6819  NAD 83(2011) X  -  1,331,173.369 (meters)                     COMP
 KV6819  NAD 83(2011) Y  - -4,644,359.786 (meters)                     COMP
 KV6819  NAD 83(2011) Z  -  4,149,949.941 (meters)                     COMP
 KV6819  LAPLACE CORR    -          8.27  (seconds)                    DEFLEC18
 KV6819
 KV6819  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6819  Standards:
 KV6819         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6819            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6819  -------------------------------------------------------------------
 KV6819  NETWORK    0.66   1.00           0.25   0.29   0.51     -0.06468860
 KV6819  -------------------------------------------------------------------
 KV6819  Click here for local accuracies and other accuracy information.
 KV6819
 KV6819.The horizontal coordinates were established by GPS observations
 KV6819.and adjusted by the National Geodetic Survey in June 2012.
 KV6819
 KV6819.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6819.been affixed to the stable North American tectonic plate. See 
 KV6819.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6819
 KV6819.The horizontal coordinates are valid at the epoch date displayed above
 KV6819.which is a decimal equivalence of Year/Month/Day.
 KV6819
 KV6819.The orthometric height was determined by GPS observations and a
 KV6819.high-resolution geoid model.
 KV6819
 KV6819.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6819.GEOID18 height accuracy estimate available here.
 KV6819
 KV6819.Click photographs - Photos may exist for this station.
 KV6819
 KV6819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6819
 KV6819.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6819
 KV6819.The ellipsoidal height was determined by GPS observations
 KV6819.and is referenced to NAD 83.
 KV6819
 KV6819. The following values were computed from the NAD 83(2011) position.
 KV6819
 KV6819;                    North         East     Units Scale Factor Converg.
 KV6819;SPC NJ       -   224,183.390   191,604.651   MT  0.99992130   +0 19 22.0
 KV6819;SPC NJ       -   735,508.34    628,622.93   sFT  0.99992130   +0 19 22.0
 KV6819;SPC NY E     -   224,183.390   191,604.651   MT  0.99992130   +0 19 22.0
 KV6819;SPC NY E     -   735,508.34    628,622.93   sFT  0.99992130   +0 19 22.0
 KV6819;SPC NY L     -    76,056.634   299,446.919   MT  0.99999490   -0 00 15.4
 KV6819;SPC NY L     -   249,529.14    982,435.43   sFT  0.99999490   -0 00 15.4
 KV6819;UTM  18      - 4,522,755.521   583,737.663   MT  0.99968630   +0 38 59.5
 KV6819
 KV6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6819!SPC NJ       -   1.00000465  x   0.99992130  =   0.99992595
 KV6819!SPC NY E     -   1.00000465  x   0.99992130  =   0.99992595
 KV6819!SPC NY L     -   1.00000465  x   0.99999490  =   0.99999955
 KV6819!UTM  18      -   1.00000465  x   0.99968630  =   0.99969095
 KV6819
 KV6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8373722755(NAD 83)
 KV6819
 KV6819                          SUPERSEDED SURVEY CONTROL
 KV6819
 KV6819  NAD 83(2007)-  40 51 05.66872(N)    074 00 23.61340(W) AD(2002.00) 0
 KV6819  ELLIP H (02/10/07)  -29.614  (m)                       GP(2002.00)    
 KV6819  ELLIP H (10/23/02)  -29.606  (m)                       GP(       ) 4 1
 KV6819  NAD 83(1996)-  40 51 05.66892(N)    074 00 23.61403(W) AD(       ) 1
 KV6819  ELLIP H (05/14/99)  -29.604  (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
 KV6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6819.See file dsdata.pdf to determine how the superseded data were derived.
 KV6819
 KV6819_MARKER: DD = SURVEY DISK
 KV6819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20070304 MARK NOT FOUND   GEOCAC
 KV6819  HISTORY     - 20080314 MARK NOT FOUND   B2A
 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.
 KV6819
 KV6819                          STATION RECOVERY (2007)
 KV6819
 KV6819'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6819'NONE OF THE ORIGINAL TIES REMAIN.  THIS WHOLE AREA HAS BEEN
 KV6819'RECONSTRUCTED IN RECENT YEARS.
 KV6819
 KV6819                          STATION RECOVERY (2008)
 KV6819
 KV6819'RECOVERY NOTE BY B2A CONSULTANTS 2008 (BRB)
 KV6819'SEARCH FOR WITH VRS AND FOUND LOCATION TO BE IN PAVED PARKING AREA. NO
 KV6819'EVIDENCE OF MARK FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU5154 ***********************************************************************
 KU5154  DESIGNATION -  2 S 1
 KU5154  PID         -  KU5154
 KU5154  STATE/COUNTY-  NJ/BERGEN
 KU5154  COUNTRY     -  US
 KU5154  USGS QUAD   -  YONKERS (2019)
 KU5154
 KU5154                         *CURRENT SURVEY CONTROL
 KU5154  ______________________________________________________________________
 KU5154* NAD 83(2011) POSITION- 40 52 52.63626(N) 073 56 38.02002(W)   ADJUSTED
 KU5154* NAD 83(2011) ELLIP HT-   -30.226 (meters)        (06/27/12)   ADJUSTED
 KU5154* NAD 83(2011) EPOCH   -  2010.00
 KU5154* NAVD 88 ORTHO HEIGHT -     1.3   (meters)        4.    (feet) GPS OBS
 KU5154  ______________________________________________________________________
 KU5154  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KU5154  GEOID HEIGHT    -        -31.730 (meters)                     GEOID90
 KU5154  GEOID HEIGHT    -        -31.495 (meters)                     GEOID18
 KU5154  NAD 83(2011) X  -  1,335,654.875 (meters)                     COMP
 KU5154  NAD 83(2011) Y  - -4,640,825.912 (meters)                     COMP
 KU5154  NAD 83(2011) Z  -  4,152,444.893 (meters)                     COMP
 KU5154  LAPLACE CORR    -          5.88  (seconds)                    DEFLEC18
 KU5154
 KU5154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KU5154  Standards:
 KU5154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KU5154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KU5154  -------------------------------------------------------------------
 KU5154  NETWORK    0.82   1.45           0.34   0.33   0.74     -0.04044894
 KU5154  -------------------------------------------------------------------
 KU5154  Click here for local accuracies and other accuracy information.
 KU5154
 KU5154.The horizontal coordinates were established by GPS observations
 KU5154.and adjusted by the National Geodetic Survey in June 2012.
 KU5154
 KU5154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KU5154.been affixed to the stable North American tectonic plate. See 
 KU5154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KU5154
 KU5154.The horizontal coordinates are valid at the epoch date displayed above
 KU5154.which is a decimal equivalence of Year/Month/Day.
 KU5154
 KU5154.The orthometric height was determined by GPS observations and a
 KU5154.high-resolution geoid model.
 KU5154
 KU5154.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU5154.GEOID18 height accuracy estimate available here.
 KU5154
 KU5154.Click photographs - Photos may exist for this station.
 KU5154
 KU5154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5154
 KU5154.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU5154
 KU5154.The ellipsoidal height was determined by GPS observations
 KU5154.and is referenced to NAD 83.
 KU5154
 KU5154. The following values were computed from the NAD 83(2011) position.
 KU5154
 KU5154;                    North         East     Units Scale Factor Converg.
 KU5154;SPC NJ       -   227,514.434   196,867.310   MT  0.99992703   +0 21 50.3
 KU5154;SPC NJ       -   746,436.94    645,888.83   sFT  0.99992703   +0 21 50.3
 KU5154;SPC NY E     -   227,514.434   196,867.310   MT  0.99992703   +0 21 50.3
 KU5154;SPC NY E     -   746,436.94    645,888.83   sFT  0.99992703   +0 21 50.3
 KU5154;UTM  18      - 4,526,115.782   588,979.996   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8897926115(NAD 83)
 KU5154
 KU5154|---------------------------------------------------------------------|
 KU5154| PID    Reference Object                     Distance      Geod. Az  |
 KU5154|                                                           dddmmss.s |
 KU5154| KU4042 DYCK                                280.096 METERS 01110     |
 KU5154|---------------------------------------------------------------------|
 KU5154
 KU5154                          SUPERSEDED SURVEY CONTROL
 KU5154
 KU5154  NAD 83(2007)-  40 52 52.63643(N)    073 56 38.02087(W) AD(2002.00) 0
 KU5154  ELLIP H (02/10/07)  -30.205  (m)                       GP(2002.00)    
 KU5154  ELLIP H (10/23/02)  -30.195  (m)                       GP(       ) 4 1
 KU5154  NAD 83(1996)-  40 52 52.63652(N)    073 56 38.02178(W) AD(       ) 1
 KU5154  ELLIP H (05/14/99)  -30.191  (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
 KU5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5154.See file dsdata.pdf to determine how the superseded data were derived.
 KU5154
 KU5154_MARKER: DD = SURVEY DISK
 KU5154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU5154_SP_SET: 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  HISTORY     - 20130107 POOR             AAAS
 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.
 KU5154
 KU5154                          STATION RECOVERY (2013)
 KU5154
 KU5154'RECOVERY NOTE BY ARORA AND ASSOCIATES 2013 (EG)
 KU5154'THE STATION IS NO LONGER ACCESSIBLE. THE CONCRETE DOCK WHERE THE
 KU5154'STATION WAS LOCATED HAS CRUMBLED INTO THE RIVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0177 ***********************************************************************
 JU0177  DESIGNATION -  2 STA 44
 JU0177  PID         -  JU0177
 JU0177  STATE/COUNTY-  NJ/OCEAN
 JU0177  COUNTRY     -  US
 JU0177  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0177
 JU0177                         *CURRENT SURVEY CONTROL
 JU0177  ______________________________________________________________________
 JU0177* NAD 83(1986) POSITION- 39 45 43.     (N) 074 06 26.     (W)   SCALED
 JU0177* NAVD 88 ORTHO HEIGHT -     1.581 (meters)        5.19  (feet) ADJUSTED
 JU0177  ______________________________________________________________________
 JU0177  GEOID HEIGHT    -        -33.322 (meters)                     GEOID18
 JU0177  DYNAMIC HEIGHT  -          1.580 (meters)        5.18  (feet) COMP
 JU0177  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 JU0177
 JU0177  VERT ORDER      -  FIRST     CLASS II
 JU0177
 JU0177.The horizontal coordinates were scaled from a map and have
 JU0177.an estimated accuracy of +/- 6 seconds.
 JU0177
 JU0177.The orthometric height was determined by differential leveling and
 JU0177.adjusted by the NATIONAL GEODETIC SURVEY
 JU0177.in June 1991.
 JU0177
 JU0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0177.GEOID18 height accuracy estimate available here.
 JU0177
 JU0177.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK764017(NAD 83)
 JU0177
 JU0177                          SUPERSEDED SURVEY CONTROL
 JU0177
 JU0177  NGVD 29 (11/26/84)    1.992  (m)            6.54   (f) ADJUSTED    1 2
 JU0177
 JU0177.Superseded values are not recommended for survey control.
 JU0177
 JU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0177.See file dsdata.pdf to determine how the superseded data were derived.
 JU0177
 JU0177_MARKER: X = CHISELED CROSS
 JU0177_SETTING: 7 = 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       NONE
 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 = JULY 24, 2026 22:12:30 EDT
 KU5155 ***********************************************************************
 KU5155  DESIGNATION -  2 T 1
 KU5155  PID         -  KU5155
 KU5155  STATE/COUNTY-  NJ/BERGEN
 KU5155  COUNTRY     -  US
 KU5155  USGS QUAD   -  YONKERS (2019)
 KU5155
 KU5155                         *CURRENT SURVEY CONTROL
 KU5155  ______________________________________________________________________
 KU5155* NAD 83(2011) POSITION- 40 56 27.48075(N) 073 55 37.80877(W)   ADJUSTED
 KU5155* NAD 83(2011) ELLIP HT-   100.484 (meters)        (06/27/12)   ADJUSTED
 KU5155* NAD 83(2011) EPOCH   -  2010.00
 KU5155* NAVD 88 ORTHO HEIGHT -   131.9   (meters)      433.    (feet) GPS OBS
 KU5155  ______________________________________________________________________
 KU5155  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KU5155  GEOID HEIGHT    -        -31.650 (meters)                     GEOID90
 KU5155  GEOID HEIGHT    -        -31.408 (meters)                     GEOID18
 KU5155  NAD 83(2011) X  -  1,335,835.234 (meters)                     COMP
 KU5155  NAD 83(2011) Y  - -4,636,360.117 (meters)                     COMP
 KU5155  NAD 83(2011) Z  -  4,157,539.087 (meters)                     COMP
 KU5155  LAPLACE CORR    -          6.45  (seconds)                    DEFLEC18
 KU5155
 KU5155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KU5155  Standards:
 KU5155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KU5155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KU5155  -------------------------------------------------------------------
 KU5155  NETWORK    0.87   1.53           0.37   0.34   0.78     -0.01871626
 KU5155  -------------------------------------------------------------------
 KU5155  Click here for local accuracies and other accuracy information.
 KU5155
 KU5155.The horizontal coordinates were established by GPS observations
 KU5155.and adjusted by the National Geodetic Survey in June 2012.
 KU5155
 KU5155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KU5155.been affixed to the stable North American tectonic plate. See 
 KU5155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KU5155
 KU5155.The horizontal coordinates are valid at the epoch date displayed above
 KU5155.which is a decimal equivalence of Year/Month/Day.
 KU5155
 KU5155.The orthometric height was determined by GPS observations and a
 KU5155.high-resolution geoid model.
 KU5155
 KU5155.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU5155.GEOID18 height accuracy estimate available here.
 KU5155
 KU5155.Click photographs - Photos may exist for this station.
 KU5155
 KU5155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5155
 KU5155.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU5155
 KU5155.The ellipsoidal height was determined by GPS observations
 KU5155.and is referenced to NAD 83.
 KU5155
 KU5155. The following values were computed from the NAD 83(2011) position.
 KU5155
 KU5155;                    North         East     Units Scale Factor Converg.
 KU5155;SPC NJ       -   234,150.395   198,233.500   MT  0.99992862   +0 22 31.3
 KU5155;SPC NJ       -   768,208.42    650,371.07   sFT  0.99992862   +0 22 31.3
 KU5155;SPC NY E     -   234,150.395   198,233.500   MT  0.99992862   +0 22 31.3
 KU5155;SPC NY E     -   768,208.42    650,371.07   sFT  0.99992862   +0 22 31.3
 KU5155;UTM  18      - 4,532,757.922   590,307.932   MT  0.99970038   +0 42 11.0
 KU5155
 KU5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5155!SPC NJ       -   0.99998424  x   0.99992862  =   0.99991286
 KU5155!SPC NY E     -   0.99998424  x   0.99992862  =   0.99991286
 KU5155!UTM  18      -   0.99998424  x   0.99970038  =   0.99968462
 KU5155
 KU5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9030732757(NAD 83)
 KU5155
 KU5155                          SUPERSEDED SURVEY CONTROL
 KU5155
 KU5155  NAD 83(2007)-  40 56 27.48091(N)    073 55 37.80962(W) AD(2002.00) 0
 KU5155  ELLIP H (02/10/07)  100.505  (m)                       GP(2002.00)    
 KU5155  ELLIP H (10/23/02)  100.514  (m)                       GP(       ) 4 1
 KU5155  NAD 83(1996)-  40 56 27.48100(N)    073 55 37.81053(W) AD(       ) 1
 KU5155  ELLIP H (05/14/99)  100.520  (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
 KU5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5155.See file dsdata.pdf to determine how the superseded data were derived.
 KU5155
 KU5155_MARKER: DD = SURVEY DISK
 KU5155_SETTING: 66 = SET IN ROCK OUTCROP
 KU5155_STAMPING: 2 T 1 1992
 KU5155_MARK LOGO: AZHD
 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  HISTORY     - 20061105 GOOD             GEOCAC
 KU5155  HISTORY     - 20200221 GOOD             NJGS
 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.
 KU5155
 KU5155                          STATION RECOVERY (2006)
 KU5155
 KU5155'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU5155'RECOVERED IN GOOD CONDITION.
 KU5155
 KU5155                          STATION RECOVERY (2020)
 KU5155
 KU5155'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KU5155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2903 ***********************************************************************
 LY2903  DESIGNATION -  2 U 1
 LY2903  PID         -  LY2903
 LY2903  STATE/COUNTY-  NJ/BERGEN
 LY2903  COUNTRY     -  US
 LY2903  USGS QUAD   -  PARK RIDGE (2019)
 LY2903
 LY2903                         *CURRENT SURVEY CONTROL
 LY2903  ______________________________________________________________________
 LY2903* NAD 83(2011) POSITION- 41 00 29.86853(N) 074 00 30.01665(W)   ADJUSTED
 LY2903* NAD 83(2011) ELLIP HT-   -12.378 (meters)        (06/27/12)   ADJUSTED
 LY2903* NAD 83(2011) EPOCH   -  2010.00
 LY2903* NAVD 88 ORTHO HEIGHT -    19.3   (meters)       63.    (feet) GPS OBS
 LY2903  ______________________________________________________________________
 LY2903  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2903  GEOID HEIGHT    -        -31.930 (meters)                     GEOID90
 LY2903  GEOID HEIGHT    -        -31.675 (meters)                     GEOID18
 LY2903  NAD 83(2011) X  -  1,327,891.484 (meters)                     COMP
 LY2903  NAD 83(2011) Y  - -4,633,452.686 (meters)                     COMP
 LY2903  NAD 83(2011) Z  -  4,163,110.420 (meters)                     COMP
 LY2903  LAPLACE CORR    -          6.73  (seconds)                    DEFLEC18
 LY2903
 LY2903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2903  Standards:
 LY2903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2903  -------------------------------------------------------------------
 LY2903  NETWORK    0.64   1.10           0.25   0.27   0.56     -0.07849351
 LY2903  -------------------------------------------------------------------
 LY2903  Click here for local accuracies and other accuracy information.
 LY2903
 LY2903.The horizontal coordinates were established by GPS observations
 LY2903.and adjusted by the National Geodetic Survey in June 2012.
 LY2903
 LY2903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2903.been affixed to the stable North American tectonic plate. See 
 LY2903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2903
 LY2903.The horizontal coordinates are valid at the epoch date displayed above
 LY2903.which is a decimal equivalence of Year/Month/Day.
 LY2903
 LY2903.The orthometric height was determined by GPS observations and a
 LY2903.high-resolution geoid model.
 LY2903
 LY2903.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2903.GEOID18 height accuracy estimate available here.
 LY2903
 LY2903.Click photographs - Photos may exist for this station.
 LY2903
 LY2903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2903
 LY2903.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2903
 LY2903.The ellipsoidal height was determined by GPS observations
 LY2903.and is referenced to NAD 83.
 LY2903
 LY2903. The following values were computed from the NAD 83(2011) position.
 LY2903
 LY2903;                    North         East     Units Scale Factor Converg.
 LY2903;SPC NJ       -   241,585.301   191,356.825   MT  0.99992104   +0 19 21.4
 LY2903;SPC NJ       -   792,601.11    627,809.85   sFT  0.99992104   +0 19 21.4
 LY2903;SPC NY E     -   241,585.301   191,356.825   MT  0.99992104   +0 19 21.4
 LY2903;SPC NY E     -   792,601.11    627,809.85   sFT  0.99992104   +0 19 21.4
 LY2903;UTM  18      - 4,540,151.638   583,390.424   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8339040151(NAD 83)
 LY2903
 LY2903                          SUPERSEDED SURVEY CONTROL
 LY2903
 LY2903  NAD 83(2007)-  41 00 29.86867(N)    074 00 30.01753(W) AD(2002.00) 0
 LY2903  ELLIP H (02/10/07)  -12.356  (m)                       GP(2002.00)    
 LY2903  ELLIP H (10/23/02)  -12.351  (m)                       GP(       ) 4 1
 LY2903  NAD 83(1996)-  41 00 29.86874(N)    074 00 30.01844(W) AD(       ) 1
 LY2903  ELLIP H (05/14/99)  -12.340  (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
 LY2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2903.See file dsdata.pdf to determine how the superseded data were derived.
 LY2903
 LY2903_MARKER: DD = SURVEY DISK
 LY2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20140806 MARK NOT FOUND   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.
 LY2903
 LY2903                          STATION RECOVERY (2014)
 LY2903
 LY2903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 LY2903'MARK NOT FOUND  THIS MARK SEEMS TO HAVE BEEN DESTROYED BY CONSTRUCTION
 LY2903'
 LY2903'OF NEW SIDEWALK AND CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5223 ***********************************************************************
 AA5223  DESIGNATION -  2 W 1
 AA5223  PID         -  AA5223
 AA5223  STATE/COUNTY-  NJ/BERGEN
 AA5223  COUNTRY     -  US
 AA5223  USGS QUAD   -  RAMSEY (2019)
 AA5223
 AA5223                         *CURRENT SURVEY CONTROL
 AA5223  ______________________________________________________________________
 AA5223* NAD 83(2011) POSITION- 41 01 23.18671(N) 074 13 29.25353(W)   ADJUSTED
 AA5223* NAD 83(2011) ELLIP HT-    72.992 (meters)        (06/27/12)   ADJUSTED
 AA5223* NAD 83(2011) EPOCH   -  2010.00
 AA5223* NAVD 88 ORTHO HEIGHT -   105.2   (meters)      345.    (feet) GPS OBS
 AA5223  ______________________________________________________________________
 AA5223  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5223  GEOID HEIGHT    -         -32.44 (meters)                     GEOID93
 AA5223  GEOID HEIGHT    -        -32.169 (meters)                     GEOID18
 AA5223  NAD 83(2011) X  -  1,310,101.632 (meters)                     COMP
 AA5223  NAD 83(2011) Y  - -4,637,459.406 (meters)                     COMP
 AA5223  NAD 83(2011) Z  -  4,164,407.487 (meters)                     COMP
 AA5223  LAPLACE CORR    -          3.47  (seconds)                    DEFLEC18
 AA5223
 AA5223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5223  Standards:
 AA5223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5223  -------------------------------------------------------------------
 AA5223  NETWORK    0.56   1.37           0.25   0.20   0.70      0.01269572
 AA5223  -------------------------------------------------------------------
 AA5223  Click here for local accuracies and other accuracy information.
 AA5223
 AA5223.The horizontal coordinates were established by GPS observations
 AA5223.and adjusted by the National Geodetic Survey in June 2012.
 AA5223
 AA5223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5223.been affixed to the stable North American tectonic plate. See 
 AA5223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5223
 AA5223.The horizontal coordinates are valid at the epoch date displayed above
 AA5223.which is a decimal equivalence of Year/Month/Day.
 AA5223
 AA5223.The orthometric height was determined by GPS observations and a
 AA5223.high-resolution geoid model.
 AA5223
 AA5223.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5223.GEOID18 height accuracy estimate available here.
 AA5223
 AA5223.Click photographs - Photos may exist for this station.
 AA5223
 AA5223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5223
 AA5223.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5223
 AA5223.The ellipsoidal height was determined by GPS observations
 AA5223.and is referenced to NAD 83.
 AA5223
 AA5223. The following values were computed from the NAD 83(2011) position.
 AA5223
 AA5223;                    North         East     Units Scale Factor Converg.
 AA5223;SPC NJ       -   243,149.966   173,144.231   MT  0.99990659   +0 10 50.3
 AA5223;SPC NJ       -   797,734.51    568,057.36   sFT  0.99990659   +0 10 50.3
 AA5223;UTM  18      - 4,541,611.608   565,173.630   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6517341611(NAD 83)
 AA5223
 AA5223                          SUPERSEDED SURVEY CONTROL
 AA5223
 AA5223  NAD 83(2007)-  41 01 23.18663(N)    074 13 29.25445(W) AD(2002.00) 0
 AA5223  ELLIP H (02/10/07)   73.019  (m)                       GP(2002.00)    
 AA5223  ELLIP H (10/23/02)   73.016  (m)                       GP(       ) 4 1
 AA5223  NAD 83(1996)-  41 01 23.18672(N)    074 13 29.25499(W) AD(       ) 1
 AA5223  ELLIP H (05/14/99)   73.030  (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)   72.978  (m)                       GP(       ) 3 2
 AA5223
 AA5223.Superseded values are not recommended for survey control.
 AA5223
 AA5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5223.See file dsdata.pdf to determine how the superseded data were derived.
 AA5223
 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_PROJECTION: RECESSED 5 CENTIMETERS
 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 - September 29, 2014
 AA5223
 AA5223  HISTORY     - Date     Condition        Report By
 AA5223  HISTORY     - 1994     MONUMENTED       NJGS
 AA5223  HISTORY     - 20140929 GOOD             AEROTE
 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.
 AA5223
 AA5223                          STATION RECOVERY (2014)
 AA5223
 AA5223'RECOVERY NOTE BY AEROTEC 2014 (CG)
 AA5223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5224 ***********************************************************************
 AA5224  DESIGNATION -  2 X 1
 AA5224  PID         -  AA5224
 AA5224  STATE/COUNTY-  NJ/BERGEN
 AA5224  COUNTRY     -  US
 AA5224  USGS QUAD   -  RAMSEY (2019)
 AA5224
 AA5224                         *CURRENT SURVEY CONTROL
 AA5224  ______________________________________________________________________
 AA5224* NAD 83(2011) POSITION- 41 01 04.90653(N) 074 12 59.45901(W)   ADJUSTED
 AA5224* NAD 83(2011) ELLIP HT-    86.026 (meters)        (06/27/12)   ADJUSTED
 AA5224* NAD 83(2011) EPOCH   -  2010.00
 AA5224* NAVD 88 ORTHO HEIGHT -   118.2   (meters)      388.    (feet) GPS OBS
 AA5224  ______________________________________________________________________
 AA5224  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5224  GEOID HEIGHT    -         -32.43 (meters)                     GEOID93
 AA5224  GEOID HEIGHT    -        -32.166 (meters)                     GEOID18
 AA5224  NAD 83(2011) X  -  1,310,874.838 (meters)                     COMP
 AA5224  NAD 83(2011) Y  - -4,637,635.743 (meters)                     COMP
 AA5224  NAD 83(2011) Z  -  4,163,990.577 (meters)                     COMP
 AA5224  LAPLACE CORR    -          3.09  (seconds)                    DEFLEC18
 AA5224
 AA5224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5224  Standards:
 AA5224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5224  -------------------------------------------------------------------
 AA5224  NETWORK    0.54   1.33           0.24   0.20   0.68      0.00623138
 AA5224  -------------------------------------------------------------------
 AA5224  Click here for local accuracies and other accuracy information.
 AA5224
 AA5224.The horizontal coordinates were established by GPS observations
 AA5224.and adjusted by the National Geodetic Survey in June 2012.
 AA5224
 AA5224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5224.been affixed to the stable North American tectonic plate. See 
 AA5224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5224
 AA5224.The horizontal coordinates are valid at the epoch date displayed above
 AA5224.which is a decimal equivalence of Year/Month/Day.
 AA5224
 AA5224.The orthometric height was determined by GPS observations and a
 AA5224.high-resolution geoid model.
 AA5224
 AA5224.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5224.GEOID18 height accuracy estimate available here.
 AA5224
 AA5224.Click photographs - Photos may exist for this station.
 AA5224
 AA5224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5224
 AA5224.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5224
 AA5224.The ellipsoidal height was determined by GPS observations
 AA5224.and is referenced to NAD 83.
 AA5224
 AA5224. The following values were computed from the NAD 83(2011) position.
 AA5224
 AA5224;                    North         East     Units Scale Factor Converg.
 AA5224;SPC NJ       -   242,588.334   173,842.075   MT  0.99990699   +0 11 09.8
 AA5224;SPC NJ       -   795,891.89    570,346.87   sFT  0.99990699   +0 11 09.8
 AA5224;UTM  18      - 4,541,054.124   565,874.501   MT  0.99965341   +0 30 51.2
 AA5224
 AA5224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5224!SPC NJ       -   0.99998651  x   0.99990699  =   0.99989350
 AA5224!UTM  18      -   0.99998651  x   0.99965341  =   0.99963992
 AA5224
 AA5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6587441054(NAD 83)
 AA5224
 AA5224                          SUPERSEDED SURVEY CONTROL
 AA5224
 AA5224  NAD 83(2007)-  41 01 04.90645(N)    074 12 59.45993(W) AD(2002.00) 0
 AA5224  ELLIP H (02/10/07)   86.053  (m)                       GP(2002.00)    
 AA5224  ELLIP H (10/23/02)   86.051  (m)                       GP(       ) 4 1
 AA5224  NAD 83(1996)-  41 01 04.90655(N)    074 12 59.46055(W) AD(       ) 1
 AA5224  ELLIP H (05/14/99)   86.065  (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)   86.007  (m)                       GP(       ) 3 2
 AA5224
 AA5224.Superseded values are not recommended for survey control.
 AA5224
 AA5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5224.See file dsdata.pdf to determine how the superseded data were derived.
 AA5224
 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 NOT SUITABLE FOR
 AA5224+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 AA5224
 AA5224  HISTORY     - Date     Condition        Report By
 AA5224  HISTORY     - 1994     MONUMENTED       NJGS
 AA5224  HISTORY     - 20020802 GOOD             LOCENG
 AA5224  HISTORY     - 20070629 GOOD             GEOCAC
 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.
 AA5224
 AA5224                          STATION RECOVERY (2007)
 AA5224
 AA5224'RECOVERY NOTE BY GEOCACHING 2007 (PSC)
 AA5224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6820 ***********************************************************************
 KV6820  DESIGNATION -  20 A 1
 KV6820  PID         -  KV6820
 KV6820  STATE/COUNTY-  NJ/UNION
 KV6820  COUNTRY     -  US
 KV6820  USGS QUAD   -  ELIZABETH (2016)
 KV6820
 KV6820                         *CURRENT SURVEY CONTROL
 KV6820  ______________________________________________________________________
 KV6820* NAD 83(2011) POSITION- 40 40 30.76315(N) 074 13 21.85513(W)   ADJUSTED
 KV6820* NAD 83(2011) ELLIP HT-   -23.406 (meters)        (06/27/12)   ADJUSTED
 KV6820* NAD 83(2011) EPOCH   -  2010.00
 KV6820* NAVD 88 ORTHO HEIGHT -     9.1   (meters)       30.    (feet) GPS OBS
 KV6820  ______________________________________________________________________
 KV6820  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6820  GEOID HEIGHT    -        -32.610 (meters)                     GEOID90
 KV6820  GEOID HEIGHT    -        -32.458 (meters)                     GEOID18
 KV6820  NAD 83(2011) X  -  1,317,118.875 (meters)                     COMP
 KV6820  NAD 83(2011) Y  - -4,661,659.720 (meters)                     COMP
 KV6820  NAD 83(2011) Z  -  4,135,120.190 (meters)                     COMP
 KV6820  LAPLACE CORR    -          5.53  (seconds)                    DEFLEC18
 KV6820
 KV6820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6820  Standards:
 KV6820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6820  -------------------------------------------------------------------
 KV6820  NETWORK    0.40   0.69           0.16   0.17   0.35     -0.05948107
 KV6820  -------------------------------------------------------------------
 KV6820  Click here for local accuracies and other accuracy information.
 KV6820
 KV6820.The horizontal coordinates were established by GPS observations
 KV6820.and adjusted by the National Geodetic Survey in June 2012.
 KV6820
 KV6820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6820.been affixed to the stable North American tectonic plate. See 
 KV6820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6820
 KV6820.The horizontal coordinates are valid at the epoch date displayed above
 KV6820.which is a decimal equivalence of Year/Month/Day.
 KV6820
 KV6820.The orthometric height was determined by GPS observations and a
 KV6820.high-resolution geoid model.
 KV6820
 KV6820.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6820.GEOID18 height accuracy estimate available here.
 KV6820
 KV6820.Click photographs - Photos may exist for this station.
 KV6820
 KV6820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6820
 KV6820.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6820
 KV6820.The ellipsoidal height was determined by GPS observations
 KV6820.and is referenced to NAD 83.
 KV6820
 KV6820. The following values were computed from the NAD 83(2011) position.
 KV6820
 KV6820;                    North         East     Units Scale Factor Converg.
 KV6820;SPC NJ       -   204,520.176   173,439.332   MT  0.99990676   +0 10 50.6
 KV6820;SPC NJ       -   670,996.61    569,025.54   sFT  0.99990676   +0 10 50.6
 KV6820;SPC NY L     -    56,495.675   281,168.277   MT  0.99999954   -0 08 44.5
 KV6820;SPC NY L     -   185,352.89    922,466.26   sFT  0.99999954   -0 08 44.5
 KV6820;UTM  18      - 4,502,993.944   565,689.098   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6568902993(NAD 83)
 KV6820
 KV6820                          SUPERSEDED SURVEY CONTROL
 KV6820
 KV6820  NAD 83(2007)-  40 40 30.76332(N)    074 13 21.85586(W) AD(2002.00) 0
 KV6820  ELLIP H (02/10/07)  -23.392  (m)                       GP(2002.00)    
 KV6820  ELLIP H (10/23/02)  -23.394  (m)                       GP(       ) 4 1
 KV6820  NAD 83(1996)-  40 40 30.76353(N)    074 13 21.85604(W) AD(       ) 1
 KV6820  ELLIP H (05/14/99)  -23.385  (m)                       GP(       ) 4 1
 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
 KV6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6820.See file dsdata.pdf to determine how the superseded data were derived.
 KV6820
 KV6820_MARKER: DD = SURVEY DISK
 KV6820_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6820+WITH SETTING: PAVEMENT
 KV6820_SP_SET: SIGN BASE
 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 - July 17, 2025
 KV6820
 KV6820  HISTORY     - Date     Condition        Report By
 KV6820  HISTORY     - 1992     MONUMENTED       NJGS
 KV6820  HISTORY     - 20020910 GOOD             INDIV
 KV6820  HISTORY     - 20050111 GOOD             INDIV
 KV6820  HISTORY     - 20070420 GOOD             GEOCAC
 KV6820  HISTORY     - 20070927 GOOD             UE
 KV6820  HISTORY     - 20130326 GOOD             AAAS
 KV6820  HISTORY     - 20200602 GOOD             NJGS
 KV6820  HISTORY     - 20200605 GOOD             NJGS
 KV6820  HISTORY     - 20250717 GOOD             AAAS
 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.
 KV6820'
 KV6820'TO REACH THE STATION FROM THE INTERSECTION OF MORRIS AVENUE, STATE
 KV6820'HIGHWAY 82 AND NORTH AVENUE, STATE HIGHWAY 439 AT KEAN STATE COLLEGE,
 KV6820'GO 0.1 MI (0.2 KM) SOUTHEAST ON MORRIS AVENUE TO THE SKEW JUNCTION
 KV6820'WITH TROTTERS LANE ON THE LEFT.  TURN LEFT AND GO 0.15 MI (0.24 KM)
 KV6820'EAST ON TROTTERS LANE TO THE STATION ON THE LEFT, SET AT THE NORTHWEST
 KV6820'CORNER OF A 2 FT (0.6 M) BY 2 FT (0.6 M) SQUARE CONCRETE FOOTING FOR A
 KV6820'FORMER PARK SIGN ON THE TOP OF THE SOUTH EMBANKMENT OF THE LAKE.
 KV6820'
 KV6820'THE STATION IS 19.1 M (62.7 FT) NORTH FROM THE CENTERLINE OF TROTTERS
 KV6820'LANE, 14.3 M (46.9 FT) EAST FROM THE CENTERLINE EXTENDED OF URSINO
 KV6820'PLACE, 3.9 M (12.8 FT) SOUTHWEST FROM THE VERTICAL ANGLE POINT OF THE
 KV6820'SOUTH WINGWALL OF THE SPILLWAY AND 22.4 M (73.5 FT) NORTHEAST FROM
 KV6820'POLE NUMBER 61776 UN.
 KV6820'
 KV6820'THE STATION IS ABOUT 4 M (13.1 FT) ABOVE THE LEVEL OF THE ROAD AND 0.3
 KV6820'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.
 KV6820
 KV6820                          STATION RECOVERY (2007)
 KV6820
 KV6820'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV6820'RECOVERED IN GOOD CONDITION.
 KV6820
 KV6820                          STATION RECOVERY (2007)
 KV6820
 KV6820'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV6820'IT IS ON TOP OF THE EARTHEN DAM. A PATHWAY HAD BEEN CLEARED OF BRUSH
 KV6820'ALONG THE TOP TO THE MONUMENT.
 KV6820
 KV6820                          STATION RECOVERY (2013)
 KV6820
 KV6820'RECOVERY NOTE BY ARORA AND ASSOCIATES 2013 (PRD)
 KV6820'RECOVERED IN GOOD CONDITION.
 KV6820
 KV6820                          STATION RECOVERY (2020)
 KV6820
 KV6820'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6820'RECOVERED IN GOOD CONDITION.
 KV6820
 KV6820                          STATION RECOVERY (2020)
 KV6820
 KV6820'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6820'RECOVERED IN GOOD CONDITION.
 KV6820
 KV6820                          STATION RECOVERY (2025)
 KV6820
 KV6820'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6821 ***********************************************************************
 KV6821  DESIGNATION -  20 B 1
 KV6821  PID         -  KV6821
 KV6821  STATE/COUNTY-  NJ/UNION
 KV6821  COUNTRY     -  US
 KV6821  USGS QUAD   -  ROSELLE (2019)
 KV6821
 KV6821                         *CURRENT SURVEY CONTROL
 KV6821  ______________________________________________________________________
 KV6821* NAD 83(2011) POSITION- 40 42 57.44244(N) 074 21 43.43728(W)   ADJUSTED
 KV6821* NAD 83(2011) ELLIP HT-    84.616 (meters)        (06/27/12)   ADJUSTED
 KV6821* NAD 83(2011) EPOCH   -  2010.00
 KV6821* NAVD 88 ORTHO HEIGHT -   117.4   (meters)      385.    (feet) GPS OBS
 KV6821  ______________________________________________________________________
 KV6821  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6821  GEOID HEIGHT    -        -32.920 (meters)                     GEOID90
 KV6821  GEOID HEIGHT    -        -32.762 (meters)                     GEOID18
 KV6821  NAD 83(2011) X  -  1,305,005.877 (meters)                     COMP
 KV6821  NAD 83(2011) Y  - -4,662,086.683 (meters)                     COMP
 KV6821  NAD 83(2011) Z  -  4,138,621.099 (meters)                     COMP
 KV6821  LAPLACE CORR    -          4.25  (seconds)                    DEFLEC18
 KV6821
 KV6821  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6821  Standards:
 KV6821         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6821            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6821  -------------------------------------------------------------------
 KV6821  NETWORK    0.40   0.65           0.16   0.17   0.33     -0.00904569
 KV6821  -------------------------------------------------------------------
 KV6821  Click here for local accuracies and other accuracy information.
 KV6821
 KV6821.The horizontal coordinates were established by GPS observations
 KV6821.and adjusted by the National Geodetic Survey in June 2012.
 KV6821
 KV6821.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6821.been affixed to the stable North American tectonic plate. See 
 KV6821.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6821
 KV6821.The horizontal coordinates are valid at the epoch date displayed above
 KV6821.which is a decimal equivalence of Year/Month/Day.
 KV6821
 KV6821.The orthometric height was determined by GPS observations and a
 KV6821.high-resolution geoid model.
 KV6821
 KV6821.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6821.GEOID18 height accuracy estimate available here.
 KV6821
 KV6821.Click photographs - Photos may exist for this station.
 KV6821
 KV6821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6821
 KV6821.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6821
 KV6821.The ellipsoidal height was determined by GPS observations
 KV6821.and is referenced to NAD 83.
 KV6821
 KV6821. The following values were computed from the NAD 83(2011) position.
 KV6821
 KV6821;                    North         East     Units Scale Factor Converg.
 KV6821;SPC NJ       -   209,016.478   161,653.624   MT  0.99990167   +0 05 23.9
 KV6821;SPC NJ       -   685,748.23    530,358.60   sFT  0.99990167   +0 05 23.9
 KV6821;UTM  18      - 4,507,421.958   553,881.064   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5388107421(NAD 83)
 KV6821
 KV6821                          SUPERSEDED SURVEY CONTROL
 KV6821
 KV6821  NAD 83(2007)-  40 42 57.44261(N)    074 21 43.43793(W) AD(2002.00) 0
 KV6821  ELLIP H (02/10/07)   84.630  (m)                       GP(2002.00)    
 KV6821  ELLIP H (10/23/02)   84.622  (m)                       GP(       ) 4 1
 KV6821  NAD 83(1996)-  40 42 57.44286(N)    074 21 43.43821(W) AD(       ) 1
 KV6821  ELLIP H (05/14/99)   84.639  (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
 KV6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6821.See file dsdata.pdf to determine how the superseded data were derived.
 KV6821
 KV6821_MARKER: DD = SURVEY DISK
 KV6821_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV6823 ***********************************************************************
 KV6823  DESIGNATION -  20 D 1
 KV6823  PID         -  KV6823
 KV6823  STATE/COUNTY-  NJ/UNION
 KV6823  COUNTRY     -  US
 KV6823  USGS QUAD   -  ROSELLE (2019)
 KV6823
 KV6823                         *CURRENT SURVEY CONTROL
 KV6823  ______________________________________________________________________
 KV6823* NAD 83(2011) POSITION- 40 38 58.61688(N) 074 20 45.27909(W)   ADJUSTED
 KV6823* NAD 83(2011) ELLIP HT-     6.950 (meters)        (06/27/12)   ADJUSTED
 KV6823* NAD 83(2011) EPOCH   -  2010.00
 KV6823* NAVD 88 ORTHO HEIGHT -    39.7   (meters)      130.    (feet) GPS OBS
 KV6823  ______________________________________________________________________
 KV6823  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6823  GEOID HEIGHT    -        -32.910 (meters)                     GEOID90
 KV6823  GEOID HEIGHT    -        -32.759 (meters)                     GEOID18
 KV6823  NAD 83(2011) X  -  1,307,600.260 (meters)                     COMP
 KV6823  NAD 83(2011) Y  - -4,666,286.038 (meters)                     COMP
 KV6823  NAD 83(2011) Z  -  4,132,983.844 (meters)                     COMP
 KV6823  LAPLACE CORR    -          4.53  (seconds)                    DEFLEC18
 KV6823
 KV6823  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6823  Standards:
 KV6823         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6823            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6823  -------------------------------------------------------------------
 KV6823  NETWORK    0.47   0.73           0.18   0.20   0.37     -0.07812551
 KV6823  -------------------------------------------------------------------
 KV6823  Click here for local accuracies and other accuracy information.
 KV6823
 KV6823.The horizontal coordinates were established by GPS observations
 KV6823.and adjusted by the National Geodetic Survey in June 2012.
 KV6823
 KV6823.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6823.been affixed to the stable North American tectonic plate. See 
 KV6823.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6823
 KV6823.The horizontal coordinates are valid at the epoch date displayed above
 KV6823.which is a decimal equivalence of Year/Month/Day.
 KV6823
 KV6823.The orthometric height was determined by GPS observations and a
 KV6823.high-resolution geoid model.
 KV6823
 KV6823.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6823.GEOID18 height accuracy estimate available here.
 KV6823
 KV6823.Click photographs - Photos may exist for this station.
 KV6823
 KV6823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6823
 KV6823.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6823
 KV6823.The ellipsoidal height was determined by GPS observations
 KV6823.and is referenced to NAD 83.
 KV6823
 KV6823. The following values were computed from the NAD 83(2011) position.
 KV6823
 KV6823;                    North         East     Units Scale Factor Converg.
 KV6823;SPC NJ       -   201,652.522   163,031.428   MT  0.99990209   +0 06 01.4
 KV6823;SPC NJ       -   661,588.32    534,878.94   sFT  0.99990209   +0 06 01.4
 KV6823;UTM  18      - 4,500,067.909   555,300.362   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5530000067(NAD 83)
 KV6823
 KV6823                          SUPERSEDED SURVEY CONTROL
 KV6823
 KV6823  NAD 83(2007)-  40 38 58.61703(N)    074 20 45.27977(W) AD(2002.00) 0
 KV6823  ELLIP H (02/10/07)    6.963  (m)                       GP(2002.00)    
 KV6823  ELLIP H (10/23/02)    6.957  (m)                       GP(       ) 4 1
 KV6823  NAD 83(1996)-  40 38 58.61725(N)    074 20 45.28002(W) AD(       ) 1
 KV6823  ELLIP H (05/14/99)    6.970  (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
 KV6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6823.See file dsdata.pdf to determine how the superseded data were derived.
 KV6823
 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  HISTORY     - 20070527 MARK NOT FOUND   GEOCAC
 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.
 KV6823
 KV6823                          STATION RECOVERY (2007)
 KV6823
 KV6823'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6823'A HANDICAPPED-ACCESSIBLE RAMP HAS BEEN BUILT AT THE SOUTHEAST END OF
 KV6823'THE STATION PLATFORM, COVERING THE STATION.  UNABLE TO LOCATE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6824 ***********************************************************************
 KV6824  DESIGNATION -  20 E 1
 KV6824  PID         -  KV6824
 KV6824  STATE/COUNTY-  NJ/UNION
 KV6824  COUNTRY     -  US
 KV6824  USGS QUAD   -  ELIZABETH (2016)
 KV6824
 KV6824                         *CURRENT SURVEY CONTROL
 KV6824  ______________________________________________________________________
 KV6824* NAD 83(2011) POSITION- 40 38 57.23914(N) 074 14 31.77720(W)   ADJUSTED
 KV6824* NAD 83(2011) ELLIP HT-   -23.650 (meters)        (06/27/12)   ADJUSTED
 KV6824* NAD 83(2011) EPOCH   -  2010.00
 KV6824* NAVD 88 ORTHO HEIGHT -     8.9   (meters)       29.    (feet) GPS OBS
 KV6824  ______________________________________________________________________
 KV6824  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6824  GEOID HEIGHT    -        -32.660 (meters)                     GEOID90
 KV6824  GEOID HEIGHT    -        -32.504 (meters)                     GEOID18
 KV6824  NAD 83(2011) X  -  1,316,048.981 (meters)                     COMP
 KV6824  NAD 83(2011) Y  - -4,663,914.902 (meters)                     COMP
 KV6824  NAD 83(2011) Z  -  4,132,931.667 (meters)                     COMP
 KV6824  LAPLACE CORR    -          5.49  (seconds)                    DEFLEC18
 KV6824
 KV6824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6824  Standards:
 KV6824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6824  -------------------------------------------------------------------
 KV6824  NETWORK    0.49   0.74           0.18   0.22   0.38     -0.07278631
 KV6824  -------------------------------------------------------------------
 KV6824  Click here for local accuracies and other accuracy information.
 KV6824
 KV6824.The horizontal coordinates were established by GPS observations
 KV6824.and adjusted by the National Geodetic Survey in June 2012.
 KV6824
 KV6824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6824.been affixed to the stable North American tectonic plate. See 
 KV6824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6824
 KV6824.The horizontal coordinates are valid at the epoch date displayed above
 KV6824.which is a decimal equivalence of Year/Month/Day.
 KV6824
 KV6824.The orthometric height was determined by GPS observations and a
 KV6824.high-resolution geoid model.
 KV6824
 KV6824.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6824.GEOID18 height accuracy estimate available here.
 KV6824
 KV6824.Click photographs - Photos may exist for this station.
 KV6824
 KV6824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6824
 KV6824.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6824
 KV6824.The ellipsoidal height was determined by GPS observations
 KV6824.and is referenced to NAD 83.
 KV6824
 KV6824. The following values were computed from the NAD 83(2011) position.
 KV6824
 KV6824;                    North         East     Units Scale Factor Converg.
 KV6824;SPC NJ       -   201,630.575   171,805.816   MT  0.99990585   +0 10 04.7
 KV6824;SPC NJ       -   661,516.31    563,666.25   sFT  0.99990585   +0 10 04.7
 KV6824;SPC NY L     -    53,615.155   279,518.172   MT  1.00000101   -0 09 30.2
 KV6824;SPC NY L     -   175,902.39    917,052.54   sFT  1.00000101   -0 09 30.2
 KV6824;UTM  18      - 4,500,095.838   564,072.452   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6407200095(NAD 83)
 KV6824
 KV6824                          SUPERSEDED SURVEY CONTROL
 KV6824
 KV6824  NAD 83(2007)-  40 38 57.23929(N)    074 14 31.77791(W) AD(2002.00) 0
 KV6824  ELLIP H (02/10/07)  -23.638  (m)                       GP(2002.00)    
 KV6824  ELLIP H (10/23/02)  -23.639  (m)                       GP(       ) 4 1
 KV6824  NAD 83(1996)-  40 38 57.23949(N)    074 14 31.77812(W) AD(       ) 1
 KV6824  ELLIP H (05/14/99)  -23.632  (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
 KV6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6824.See file dsdata.pdf to determine how the superseded data were derived.
 KV6824
 KV6824_MARKER: DD = SURVEY DISK
 KV6824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6824_STAMPING: 20 E 1 1992
 KV6824_MARK LOGO: NJGS
 KV6824_PROJECTION: RECESSED 3 CENTIMETERS
 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  HISTORY     - 20070603 GOOD             GEOCAC
 KV6824  HISTORY     - 20200501 GOOD             NJGS
 KV6824  HISTORY     - 20250717 GOOD             AAAS
 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.
 KV6824'
 KV6824'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 439,
 KV6824'ELMORA AVENUE AND STATE HIGHWAY 27, RAHWAY AVENUE, WHICH IS ABOUT 0.6
 KV6824'MI (1.0 KM) NORTHWEST FROM THE TRAFFIC CIRCLE AT U.S. HIGHWAYS 1 AND 9
 KV6824'AND STATE HIGHWAY 27, GO 0.8 MI (1.3 KM) SOUTHWEST ON STATE HIGHWAY 27
 KV6824'TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN A GRASS AREA
 KV6824'SOUTHWEST OF A FOODTOWN FOOD STORE AND NORTHEAST OF PEACH ORCHARD
 KV6824'BROOK.
 KV6824'
 KV6824'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 27 AND THE
 KV6824'EXIT 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 THE
 KV6824'RIGHT.
 KV6824'
 KV6824'THE STATION IS 20.4 M (66.9 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 KV6824'SOUTH BALUSTRADE FOR A CONCRETE CULVERT, STRUCTURE NUMBER 2006156,
 KV6824'MILEPOINT 32.10, STATE HIGHWAY 27 OVER PEACH ORCHARD BROOK, 17.4 M
 KV6824'(57.1 FT) NORTH FROM A 4 FT (1.2 M) HIGH CHAIN LINK FENCE ON THE NORTH
 KV6824'SIDE OF A PEDESTRIAN BRIDGE, 8.4 M (27.6 FT) WEST FROM A 6 FT (1.8 M)
 KV6824'HIGH CHAIN LINK FENCE, 10.5 M (34.4 FT) SOUTHWEST FROM THE NORTHEAST
 KV6824'CORNER OF A GATE OPENING, 8.5 M (27.9 FT) SOUTHEAST FROM THE SOUTHWEST
 KV6824'CORNER OF THE FENCE, 10.6 M (34.8 FT) EAST FROM THE CENTERLINE OF THE
 KV6824'BROOK AND 21.6 M (70.9 FT) SOUTHWEST 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.
 KV6824
 KV6824                          STATION RECOVERY (2007)
 KV6824
 KV6824'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6824'FOOD TOWN SUPERMARKET NO LONGER AT THIS LOCATION.  AREA IS FENCED, BUT
 KV6824'GAT IS OPEN.  STATION MARKED BY SURVEY STAKE AT THIS TIME.
 KV6824
 KV6824                          STATION RECOVERY (2020)
 KV6824
 KV6824'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6824'RECOVERED IN GOOD CONDITION.
 KV6824
 KV6824                          STATION RECOVERY (2025)
 KV6824
 KV6824'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6825 ***********************************************************************
 KV6825  DESIGNATION -  20 F 1
 KV6825  PID         -  KV6825
 KV6825  STATE/COUNTY-  NJ/UNION
 KV6825  COUNTRY     -  US
 KV6825  USGS QUAD   -  ELIZABETH (2016)
 KV6825
 KV6825                         *CURRENT SURVEY CONTROL
 KV6825  ______________________________________________________________________
 KV6825* NAD 83(2011) POSITION- 40 38 53.30929(N) 074 12 20.91197(W)   ADJUSTED
 KV6825* NAD 83(2011) ELLIP HT-   -30.653 (meters)        (06/27/12)   ADJUSTED
 KV6825* NAD 83(2011) EPOCH   -  2010.00
 KV6825* NAVD 88 ORTHO HEIGHT -     1.8   (meters)        6.    (feet) GPS OBS
 KV6825  ______________________________________________________________________
 KV6825  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6825  GEOID HEIGHT    -        -32.560 (meters)                     GEOID90
 KV6825  GEOID HEIGHT    -        -32.407 (meters)                     GEOID18
 KV6825  NAD 83(2011) X  -  1,319,027.795 (meters)                     COMP
 KV6825  NAD 83(2011) Y  - -4,663,149.865 (meters)                     COMP
 KV6825  NAD 83(2011) Z  -  4,132,835.132 (meters)                     COMP
 KV6825  LAPLACE CORR    -          5.57  (seconds)                    DEFLEC18
 KV6825
 KV6825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6825  Standards:
 KV6825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6825  -------------------------------------------------------------------
 KV6825  NETWORK    0.44   0.71           0.17   0.19   0.36     -0.07022158
 KV6825  -------------------------------------------------------------------
 KV6825  Click here for local accuracies and other accuracy information.
 KV6825
 KV6825.The horizontal coordinates were established by GPS observations
 KV6825.and adjusted by the National Geodetic Survey in June 2012.
 KV6825
 KV6825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6825.been affixed to the stable North American tectonic plate. See 
 KV6825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6825
 KV6825.The horizontal coordinates are valid at the epoch date displayed above
 KV6825.which is a decimal equivalence of Year/Month/Day.
 KV6825
 KV6825.The orthometric height was determined by GPS observations and a
 KV6825.high-resolution geoid model.
 KV6825
 KV6825.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6825.GEOID18 height accuracy estimate available here.
 KV6825
 KV6825.Click photographs - Photos may exist for this station.
 KV6825
 KV6825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6825
 KV6825.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6825
 KV6825.The ellipsoidal height was determined by GPS observations
 KV6825.and is referenced to NAD 83.
 KV6825
 KV6825. The following values were computed from the NAD 83(2011) position.
 KV6825
 KV6825;                    North         East     Units Scale Factor Converg.
 KV6825;SPC NJ       -   201,519.013   174,880.512   MT  0.99990762   +0 11 29.9
 KV6825;SPC NJ       -   661,150.30    573,753.81   sFT  0.99990762   +0 11 29.9
 KV6825;SPC NY L     -    53,486.071   282,592.473   MT  1.00000108   -0 08 04.6
 KV6825;SPC NY L     -   175,478.88    927,138.81   sFT  1.00000108   -0 08 04.6
 KV6825;UTM  18      - 4,500,001.781   567,146.952   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  =   0.99966031
 KV6825
 KV6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6714600001(NAD 83)
 KV6825
 KV6825                          SUPERSEDED SURVEY CONTROL
 KV6825
 KV6825  NAD 83(2007)-  40 38 53.30945(N)    074 12 20.91270(W) AD(2002.00) 0
 KV6825  ELLIP H (02/10/07)  -30.640  (m)                       GP(2002.00)    
 KV6825  ELLIP H (10/23/02)  -30.642  (m)                       GP(       ) 4 1
 KV6825  NAD 83(1996)-  40 38 53.30966(N)    074 12 20.91289(W) AD(       ) 1
 KV6825  ELLIP H (05/14/99)  -30.633  (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
 KV6825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6825.See file dsdata.pdf to determine how the superseded data were derived.
 KV6825
 KV6825_MARKER: DD = SURVEY DISK
 KV6825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6825_STAMPING: 20 F 1 1992
 KV6825_MARK LOGO: NJGS
 KV6825_PROJECTION: RECESSED 8 CENTIMETERS
 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 - February 24, 2007
 KV6825
 KV6825  HISTORY     - Date     Condition        Report By
 KV6825  HISTORY     - 1992     MONUMENTED       NJGS
 KV6825  HISTORY     - 20050316 GOOD             INDIV
 KV6825  HISTORY     - 20070224 GOOD             GEOCAC
 KV6825  HISTORY     - 20250717 SEE DESCRIPTION  AAAS
 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 ELIZABETH
 KV6825'RIVER AT THE SOUTHWEST CORNER OF THE PARKING LOT FOR THE PARK.
 KV6825'
 KV6825'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 9
 KV6825'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 LOT
 KV6825'ON THE LEFT.  TURN LEFT AND FOLLOW PARKING LOT TO THE SOUTHWEST CORNER
 KV6825'AND THE STATION AHEAD, IN LINE WITH THE WEST CURBLINE AND 26.0 M
 KV6825'(85.3 FT) WEST FROM POLE NUMBER 11008 EL.
 KV6825'
 KV6825'THE STATION IS 17.7 M (58.1 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 KV6825'THE FENCE SURROUNDING THE TENNIS COURTS, 8.0 M (26.2 FT) SOUTH FROM
 KV6825'THE SOUTHWEST CORNER OF THE PARKING LOT, 18.2 M (59.7 FT) NORTHEAST
 KV6825'FROM 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.
 KV6825
 KV6825                          STATION RECOVERY (2007)
 KV6825
 KV6825'RECOVERY NOTE BY GEOCACHING 2007 (ED)
 KV6825'THE DISK IS RECESSED THREE INCHES.  THE TENNIS COURTS ARE NOW USED FOR
 KV6825'SKATEBOARDING.
 KV6825
 KV6825                          STATION RECOVERY (2025)
 KV6825
 KV6825'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6825'THE STATION WAS NOT SEARCHED FOR AS THE LOCATION IS PART OF AN ACTIVE
 KV6825'CONSTRUCTION SITE.  THE PARK IS CLOSED WITH ACCESS PROHIBITED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6826 ***********************************************************************
 KV6826  DESIGNATION -  20 G 1
 KV6826  PID         -  KV6826
 KV6826  STATE/COUNTY-  NJ/UNION
 KV6826  COUNTRY     -  US
 KV6826  USGS QUAD   -  PERTH AMBOY (2016)
 KV6826
 KV6826                         *CURRENT SURVEY CONTROL
 KV6826  ______________________________________________________________________
 KV6826* NAD 83(2011) POSITION- 40 36 40.44207(N) 074 22 23.83826(W)   ADJUSTED
 KV6826* NAD 83(2011) ELLIP HT-     4.611 (meters)        (06/27/12)   ADJUSTED
 KV6826* NAD 83(2011) EPOCH   -  2010.00
 KV6826* NAVD 88 ORTHO HEIGHT -    37.4   (meters)      123.    (feet) GPS OBS
 KV6826  ______________________________________________________________________
 KV6826  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6826  GEOID HEIGHT    -        -32.960 (meters)                     GEOID90
 KV6826  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 KV6826  NAD 83(2011) X  -  1,306,117.566 (meters)                     COMP
 KV6826  NAD 83(2011) Y  - -4,669,581.457 (meters)                     COMP
 KV6826  NAD 83(2011) Z  -  4,129,747.637 (meters)                     COMP
 KV6826  LAPLACE CORR    -          4.80  (seconds)                    DEFLEC18
 KV6826
 KV6826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6826  Standards:
 KV6826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6826  -------------------------------------------------------------------
 KV6826  NETWORK    0.32   0.55           0.14   0.12   0.28      0.00754678
 KV6826  -------------------------------------------------------------------
 KV6826  Click here for local accuracies and other accuracy information.
 KV6826
 KV6826.The horizontal coordinates were established by GPS observations
 KV6826.and adjusted by the National Geodetic Survey in June 2012.
 KV6826
 KV6826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6826.been affixed to the stable North American tectonic plate. See 
 KV6826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6826
 KV6826.The horizontal coordinates are valid at the epoch date displayed above
 KV6826.which is a decimal equivalence of Year/Month/Day.
 KV6826
 KV6826.The orthometric height was determined by GPS observations and a
 KV6826.high-resolution geoid model.
 KV6826
 KV6826.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6826.GEOID18 height accuracy estimate available here.
 KV6826
 KV6826.Click photographs - Photos may exist for this station.
 KV6826
 KV6826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6826
 KV6826.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6826
 KV6826.The ellipsoidal height was determined by GPS observations
 KV6826.and is referenced to NAD 83.
 KV6826
 KV6826. The following values were computed from the NAD 83(2011) position.
 KV6826
 KV6826;                    North         East     Units Scale Factor Converg.
 KV6826;SPC NJ       -   197,387.065   160,722.226   MT  0.99990141   +0 04 56.9
 KV6826;SPC NJ       -   647,594.06    527,302.84   sFT  0.99990141   +0 04 56.9
 KV6826;UTM  18      - 4,495,790.536   553,016.043   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5301695790(NAD 83)
 KV6826
 KV6826                          SUPERSEDED SURVEY CONTROL
 KV6826
 KV6826  NAD 83(2007)-  40 36 40.44220(N)    074 22 23.83896(W) AD(2002.00) 0
 KV6826  ELLIP H (02/10/07)    4.623  (m)                       GP(2002.00)    
 KV6826  ELLIP H (10/23/02)    4.620  (m)                       GP(       ) 4 1
 KV6826  NAD 83(1996)-  40 36 40.44239(N)    074 22 23.83917(W) AD(       ) 1
 KV6826  ELLIP H (05/14/99)    4.628  (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)    4.568  (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
 KV6826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6826.See file dsdata.pdf to determine how the superseded data were derived.
 KV6826
 KV6826_MARKER: DD = SURVEY DISK
 KV6826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6826_STAMPING: 20 G 1 1992
 KV6826_MARK LOGO: NJGS
 KV6826_PROJECTION: FLUSH
 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 - May 27, 2025
 KV6826
 KV6826  HISTORY     - Date     Condition        Report By
 KV6826  HISTORY     - 1992     MONUMENTED       NJGS
 KV6826  HISTORY     - 19930322 GOOD             NJHA
 KV6826  HISTORY     - 20070603 GOOD             GEOCAC
 KV6826  HISTORY     - 20200306 GOOD             NJGS
 KV6826  HISTORY     - 20220616 GOOD             AAAS
 KV6826  HISTORY     - 20250527 GOOD             AAAS
 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.
 KV6826'
 KV6826'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE AND THE
 KV6826'GARDEN STATE PARKWAY AT INTERCHANGE 135, GO WEST ON CENTRAL AVENUE FOR
 KV6826'0.4 MI (0.6 KM) TO THE INTERSECTION WITH OLD RARITAN ROAD ON THE LEFT.
 KV6826'TURN LEFT AND GO SOUTHWEST FOR 1.8 MI (2.9 KM) ON OLD RARITAN ROAD,
 KV6826'CROSSING A LAKE, TO A FORK JUNCTION WITH OAK RIDGE ROAD.  TAKE THE
 KV6826'RIGHT FORK AND GO 0.2 MI (0.3 KM) ON OAK RIDGE ROAD TO THE
 KV6826'INTERSECTION WITH LAKE AVENUE.  TURN RIGHT AND GO 0.6 MI (1.0 KM) TO
 KV6826'THE FORK JUNCTION WITH MARTINE AVENUE, BEAR TO THE LEFT AND GO 0.85 MI
 KV6826'(1.37 KM) ON MARTINE AVENUE TO THE INTERSECTION WITH RARITAN ROAD.
 KV6826'TURN LEFT AND GO 0.75 MI (1.21 KM) TO A LEFT TURN AT THE GOLF COURSE
 KV6826'AND THE JUNCTION WITH TERRIL ROAD ON THE RIGHT, TURN LEFT AND CONTINUE
 KV6826'ON RARITAN ROAD FOR 0.6 MI (1.0 KM) TO THE DRIVEWAY AT THE ENTRANCE TO
 KV6826'THE ASHBROOK GOLF COURSE AND THE STATION ON THE LEFT.
 KV6826'
 KV6826'THE STATION IS SET FLUSH WITH THE GROUND IN THE CENTER OF A GRASS
 KV6826'ISLAND AT THE ENTRANCE TO THE ASHBROOK GOLF COURSE, 13.1 M (43.0 FT)
 KV6826'NORTWEST FROM THE NORTH CORNER OF THE BATTLE OF SHORT HILLS MONUMENT
 KV6826'AT THE NORTHWEST END OF THE PARKING LOT, 36.0 M (118.1 FT) SOUTHEAST
 KV6826'FROM THE CENTERLINE OF RARITAN ROAD, 34.1 M (111.9 FT) SOUTH FROM A
 KV6826'FIRE HYDRANT ON THE SOUTHEAST SIDE OF RARITAN ROAD, 20.3 M (66.6 FT)
 KV6826'NORTH-NORTHEAST FROM AN INLET NEAR THE WEST CORNER OF THE PARKING LOT
 KV6826'AND 18.2 M (59.7 FT) SOUTHWEST FROM AN INLET NEAR THE NORTH CORNER OF
 KV6826'THE PARKING LOT.
 KV6826
 KV6826                          STATION RECOVERY (1993)
 KV6826
 KV6826'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6826'RECOVERED IN GOOD CONDITION.
 KV6826
 KV6826                          STATION RECOVERY (2007)
 KV6826
 KV6826'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6826'RECOVERED IN GOOD CONDITION.
 KV6826
 KV6826                          STATION RECOVERY (2020)
 KV6826
 KV6826'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6826'RECOVERED IN GOOD CONDITION.
 KV6826
 KV6826                          STATION RECOVERY (2022)
 KV6826
 KV6826'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6826'RECOVERED IN GOOD CONDITION.
 KV6826
 KV6826                          STATION RECOVERY (2025)
 KV6826
 KV6826'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6905 ***********************************************************************
 KV6905  DESIGNATION -  20 H 1
 KV6905  PID         -  KV6905
 KV6905  STATE/COUNTY-  NJ/UNION
 KV6905  COUNTRY     -  US
 KV6905  USGS QUAD   -  CHATHAM (2019)
 KV6905
 KV6905                         *CURRENT SURVEY CONTROL
 KV6905  ______________________________________________________________________
 KV6905* NAD 83(2011) POSITION- 40 42 12.93698(N) 074 24 33.57551(W)   ADJUSTED
 KV6905* NAD 83(2011) ELLIP HT-    30.716 (meters)        (06/27/12)   ADJUSTED
 KV6905* NAD 83(2011) EPOCH   -  2010.00
 KV6905* NAVD 88 ORTHO HEIGHT -    63.6   (meters)      209.    (feet) GPS OBS
 KV6905  ______________________________________________________________________
 KV6905  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6905  GEOID HEIGHT    -        -33.110 (meters)                     GEOID93
 KV6905  GEOID HEIGHT    -        -32.861 (meters)                     GEOID18
 KV6905  NAD 83(2011) X  -  1,301,389.570 (meters)                     COMP
 KV6905  NAD 83(2011) Y  - -4,663,984.654 (meters)                     COMP
 KV6905  NAD 83(2011) Z  -  4,137,545.283 (meters)                     COMP
 KV6905  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC18
 KV6905
 KV6905  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6905  Standards:
 KV6905         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6905            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6905  -------------------------------------------------------------------
 KV6905  NETWORK    0.53   0.74           0.20   0.23   0.38      0.08646897
 KV6905  -------------------------------------------------------------------
 KV6905  Click here for local accuracies and other accuracy information.
 KV6905
 KV6905.The horizontal coordinates were established by GPS observations
 KV6905.and adjusted by the National Geodetic Survey in June 2012.
 KV6905
 KV6905.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6905.been affixed to the stable North American tectonic plate. See 
 KV6905.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6905
 KV6905.The horizontal coordinates are valid at the epoch date displayed above
 KV6905.which is a decimal equivalence of Year/Month/Day.
 KV6905
 KV6905.The orthometric height was determined by GPS observations and a
 KV6905.high-resolution geoid model.
 KV6905
 KV6905.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6905.GEOID18 height accuracy estimate available here.
 KV6905
 KV6905.Click photographs - Photos may exist for this station.
 KV6905
 KV6905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6905
 KV6905.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6905
 KV6905.The ellipsoidal height was determined by GPS observations
 KV6905.and is referenced to NAD 83.
 KV6905
 KV6905. The following values were computed from the NAD 83(2011) position.
 KV6905
 KV6905;                    North         East     Units Scale Factor Converg.
 KV6905;SPC NJ       -   207,638.570   157,662.137   MT  0.99990072   +0 03 32.9
 KV6905;SPC NJ       -   681,227.54    517,263.19   sFT  0.99990072   +0 03 32.9
 KV6905;UTM  18      - 4,506,021.728   549,898.552   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4989806021(NAD 83)
 KV6905
 KV6905                          SUPERSEDED SURVEY CONTROL
 KV6905
 KV6905  NAD 83(2007)-  40 42 12.93714(N)    074 24 33.57612(W) AD(2002.00) 0
 KV6905  ELLIP H (02/10/07)   30.729  (m)                       GP(2002.00)    
 KV6905  ELLIP H (10/23/02)   30.721  (m)                       GP(       ) 4 1
 KV6905  NAD 83(1996)-  40 42 12.93740(N)    074 24 33.57641(W) AD(       ) 1
 KV6905  ELLIP H (05/14/99)   30.738  (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
 KV6905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6905.See file dsdata.pdf to determine how the superseded data were derived.
 KV6905
 KV6905_MARKER: DD = SURVEY DISK
 KV6905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6905_STAMPING: 20 H 1 1993
 KV6905_MARK LOGO: NJGS
 KV6905_PROJECTION: FLUSH
 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 - May 27, 2025
 KV6905
 KV6905  HISTORY     - Date     Condition        Report By
 KV6905  HISTORY     - 1993     MONUMENTED       NJGS
 KV6905  HISTORY     - 20011004 GOOD             INDIV
 KV6905  HISTORY     - 20070325 GOOD             GEOCAC
 KV6905  HISTORY     - 20200505 GOOD             NJGS
 KV6905  HISTORY     - 20220602 GOOD             AAAS
 KV6905  HISTORY     - 20250527 GOOD             AAAS
 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'
 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 UNION
 KV6905'COUNTY LINE, VALLEY ROAD IS CALLED SPRINGFIELD AVENUE IN UNION COUNTY,
 KV6905'TO THE TEE JUNCTION WITH RIDGEVIEW AVENUE ON THE LEFT AND THE INGRESS
 KV6905'DRIVEWAY TO THE PARK ON THE RIGHT.  TURN RIGHT AND GO 0.1 MI (0.16 KM)
 KV6905'SOUTH TO THE SOUTH EDGE OF THE PARKING LOT.  TURN LEFT AND GO 0.05 MI
 KV6905'(0.08 KM) TO THE STATION ON THE RIGHT.  THE INGRESS DRIVEWAY TO THE
 KV6905'PARK IS ABOUT 0.05 MI (0.08 KM) NORTHEAST OF THE NEW PROVIDENCE UNITED
 KV6905'METHODIST CHURCH.
 KV6905'
 KV6905'THE STATION IS 3.1 M (10.17 FT) SOUTH-SOUTHEAST FROM THE STONE CURB,
 KV6905'2.2 M (7.22 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE CONCRETE
 KV6905'PEDESTRIAN BRIDGE OVER THE CHANNELIZED STREAM, 51.2 M (167.98 FT)
 KV6905'EAST-NORTHEAST FROM THE NORTH EDGE OF THE STREAM, 26.4 M (86.61 FT)
 KV6905'SOUTHWEST FROM THE CENTER OF A UTILITY MANHOLE NEAR THE SOUTHEAST
 KV6905'CORNER OF THE PARKING LOT AND 25.8 M (84.65 FT) SOUTHWEST FROM AN
 KV6905'INLET SET FLUSH IN THE SOUTHEAST 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 NORTHEAST FROM THE CENTERLINE OF THE BRIDGE AND THE 2.2
 KV6905'METERS IS THE DISTANCE NORTHWEST FROM THE EDGE OF THE CONCRETE
 KV6905'STREAMBED. OTHER DISTANCES MAY BE CORRECT.
 KV6905'
 KV6905'THE MARK IS JUST BELOW THE TOP OF THE GRASSY NORTHWEST BANK OF THE
 KV6905'STREAM.
 KV6905
 KV6905                          STATION RECOVERY (2007)
 KV6905
 KV6905'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6905'RECOVERED IN GOOD CONDITION, AS DESCRIBED.  THIS IS IN UNION COUNTY,
 KV6905'NOT MORRIS COUNTY.
 KV6905
 KV6905                          STATION RECOVERY (2020)
 KV6905
 KV6905'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6905'RECOVERED IN GOOD CONDITION.
 KV6905
 KV6905                          STATION RECOVERY (2022)
 KV6905
 KV6905'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6905'RECOVERED IN GOOD CONDITION.
 KV6905
 KV6905                          STATION RECOVERY (2025)
 KV6905
 KV6905'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5229 ***********************************************************************
 AA5229  DESIGNATION -  20 J 1
 AA5229  PID         -  AA5229
 AA5229  STATE/COUNTY-  NJ/UNION
 AA5229  COUNTRY     -  US
 AA5229  USGS QUAD   -  PERTH AMBOY (2016)
 AA5229
 AA5229                         *CURRENT SURVEY CONTROL
 AA5229  ______________________________________________________________________
 AA5229* NAD 83(2011) POSITION- 40 35 49.95976(N) 074 16 06.98692(W)   ADJUSTED
 AA5229* NAD 83(2011) ELLIP HT-   -28.176 (meters)        (06/27/12)   ADJUSTED
 AA5229* NAD 83(2011) EPOCH   -  2010.00
 AA5229* NAVD 88 ORTHO HEIGHT -     4.370 (meters)       14.34  (feet) ADJUSTED
 AA5229  ______________________________________________________________________
 AA5229  GEOID HEIGHT    -        -32.553 (meters)                     GEOID18
 AA5229  NAD 83(2011) X  -  1,314,914.861 (meters)                     COMP
 AA5229  NAD 83(2011) Y  - -4,668,138.894 (meters)                     COMP
 AA5229  NAD 83(2011) Z  -  4,128,544.048 (meters)                     COMP
 AA5229  LAPLACE CORR    -          5.36  (seconds)                    DEFLEC18
 AA5229  DYNAMIC HEIGHT  -          4.368 (meters)       14.33  (feet) COMP
 AA5229  MODELED GRAVITY -    980,214.3   (mgal)                       NAVD 88
 AA5229
 AA5229  VERT ORDER      -  FIRST     CLASS II
 AA5229
 AA5229  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5229  Standards:
 AA5229         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5229            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5229  -------------------------------------------------------------------
 AA5229  NETWORK    0.75   1.43           0.34   0.26   0.73      0.01757874
 AA5229  -------------------------------------------------------------------
 AA5229  Click here for local accuracies and other accuracy information.
 AA5229
 AA5229.The horizontal coordinates were established by GPS observations
 AA5229.and adjusted by the National Geodetic Survey in June 2012.
 AA5229
 AA5229.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5229.been affixed to the stable North American tectonic plate. See 
 AA5229.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5229
 AA5229.The horizontal coordinates are valid at the epoch date displayed above
 AA5229.which is a decimal equivalence of Year/Month/Day.
 AA5229
 AA5229.The orthometric height was determined by differential leveling and
 AA5229.adjusted by the NATIONAL GEODETIC SURVEY
 AA5229.in May 2006.
 AA5229
 AA5229.No vertical observational check was made to the station.
 AA5229
 AA5229.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5229.GEOID18 height accuracy estimate available here.
 AA5229
 AA5229.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AA5229
 AA5229.The ellipsoidal height was determined by GPS observations
 AA5229.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA5229
 AA5229;                    North         East     Units Scale Factor Converg.
 AA5229;SPC NJ       -   195,848.051   169,584.335   MT  0.99990472   +0 09 02.1
 AA5229;SPC NJ       -   642,544.81    556,377.94   sFT  0.99990472   +0 09 02.1
 AA5229;UTM  18      - 4,494,302.271   561,884.424   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6188494302(NAD 83)
 AA5229
 AA5229                          SUPERSEDED SURVEY CONTROL
 AA5229
 AA5229  NAD 83(2007)-  40 35 49.95997(N)    074 16 06.98776(W) AD(2002.00) 0
 AA5229  ELLIP H (02/10/07)  -28.173  (m)                       GP(2002.00)    
 AA5229  ELLIP H (10/23/02)  -28.173  (m)                       GP(       ) 4 1
 AA5229  NAD 83(1996)-  40 35 49.96017(N)    074 16 06.98798(W) AD(       ) 1
 AA5229  ELLIP H (05/14/99)  -28.168  (m)                       GP(       ) 4 1
 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)  -28.234  (m)                       GP(       ) 3 2
 AA5229  NAVD 88 (04/30/95)    4.4    (m)  GEOID93  model used  GPS OBS        
 AA5229
 AA5229.Superseded values are not recommended for survey control.
 AA5229
 AA5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5229.See file dsdata.pdf to determine how the superseded data were derived.
 AA5229
 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 - April 22, 2020
 AA5229
 AA5229  HISTORY     - Date     Condition        Report By
 AA5229  HISTORY     - 1993     MONUMENTED       NJGS
 AA5229  HISTORY     - 20040820 GOOD             NJGS
 AA5229  HISTORY     - 20051216 GOOD             SURSAT
 AA5229  HISTORY     - 20160419 GOOD             NJGS
 AA5229  HISTORY     - 20180907 GOOD             B2A
 AA5229  HISTORY     - 20200422 GOOD             NJGS
 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.
 AA5229
 AA5229                          STATION RECOVERY (2016)
 AA5229
 AA5229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AA5229'RECOVERED IN GOOD CONDITION.
 AA5229
 AA5229                          STATION RECOVERY (2018)
 AA5229
 AA5229'RECOVERY NOTE BY B2A CONSULTANTS 2018 (BRB)
 AA5229'MARK OCCUPIED SEPTEMBER 7, 2018 BY BRUCE R BLAIR PLS.  10 MINUTES OF
 AA5229'DATA ON THE KEYSTONE NETWORK RESULTED IN A POSITIONAL CHECK OF 1/100
 AA5229'OF A FOOT AND VERTICALLY 5 HUNDREDTHS OF A FOOT.  MARK IS IN MANICURED
 AA5229'LAWN, EASILY FOUND AND HAS AN OPEN VIEW OF THE SKY.  PARKING IS
 AA5229'AVAILABLE AT THE SIDE OF THE ROAD INTO THE INSPECTION STATION WITHIN
 AA5229'20 FT (6.1 M) OF THE MARK.  THERE IS NO WITNESS MARKER.
 AA5229
 AA5229                          STATION RECOVERY (2020)
 AA5229
 AA5229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 AA5229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DH2906 ***********************************************************************
 DH2906  DESIGNATION -  20 K 1
 DH2906  PID         -  DH2906
 DH2906  STATE/COUNTY-  NJ/UNION
 DH2906  COUNTRY     -  US
 DH2906  USGS QUAD   -  PERTH AMBOY (2016)
 DH2906
 DH2906                         *CURRENT SURVEY CONTROL
 DH2906  ______________________________________________________________________
 DH2906* NAD 83(1986) POSITION- 40 35 59.77   (N) 074 16 26.89   (W)   HD_HELD1
 DH2906* NAVD 88 ORTHO HEIGHT -     2.650 (meters)        8.69  (feet) ADJUSTED
 DH2906  ______________________________________________________________________
 DH2906  GEOID HEIGHT    -        -32.568 (meters)                     GEOID18
 DH2906  DYNAMIC HEIGHT  -          2.649 (meters)        8.69  (feet) COMP
 DH2906  MODELED GRAVITY -    980,213.3   (mgal)                       NAVD 88
 DH2906
 DH2906  VERT ORDER      -  FIRST     CLASS II
 DH2906
 DH2906.The horizontal coordinates were determined by differentially corrected
 DH2906.hand held GPS observations or other comparable positioning techniques
 DH2906.and have an estimated accuracy of +/- 3 meters.
 DH2906
 DH2906.The orthometric height was determined by differential leveling and
 DH2906.adjusted by the NATIONAL GEODETIC SURVEY
 DH2906.in May 2006.
 DH2906
 DH2906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH2906.GEOID18 height accuracy estimate available here.
 DH2906
 DH2906.Click photographs - Photos may exist for this station.
 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       -   196,149.4     169,115.6     MT  (+/- 3 meters HH1 GPS) 
 DH2906
 DH2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6141494600(NAD 83)
 DH2906
 DH2906                          SUPERSEDED SURVEY CONTROL
 DH2906
 DH2906.No superseded survey control is available for this station.
 DH2906
 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 - May 01, 2007
 DH2906
 DH2906  HISTORY     - Date     Condition        Report By
 DH2906  HISTORY     - 20040628 MONUMENTED       NJGS
 DH2906  HISTORY     - 20070501 GOOD             INDIV
 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.
 DH2906
 DH2906                          STATION RECOVERY (2007)
 DH2906
 DH2906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (WMS)
 DH2906'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DH2907 ***********************************************************************
 DH2907  DESIGNATION -  20 L 1
 DH2907  PID         -  DH2907
 DH2907  STATE/COUNTY-  NJ/UNION
 DH2907  COUNTRY     -  US
 DH2907  USGS QUAD   -  PERTH AMBOY (2016)
 DH2907
 DH2907                         *CURRENT SURVEY CONTROL
 DH2907  ______________________________________________________________________
 DH2907* NAD 83(1986) POSITION- 40 35 58.59   (N) 074 16 07.45   (W)   HD_HELD1
 DH2907* NAVD 88 ORTHO HEIGHT -     3.206 (meters)       10.52  (feet) ADJUSTED
 DH2907  ______________________________________________________________________
 DH2907  GEOID HEIGHT    -        -32.554 (meters)                     GEOID18
 DH2907  DYNAMIC HEIGHT  -          3.205 (meters)       10.52  (feet) COMP
 DH2907  MODELED GRAVITY -    980,214.1   (mgal)                       NAVD 88
 DH2907
 DH2907  VERT ORDER      -  FIRST     CLASS II
 DH2907
 DH2907.The horizontal coordinates were determined by differentially corrected
 DH2907.hand held GPS observations or other comparable positioning techniques
 DH2907.and have an estimated accuracy of +/- 3 meters.
 DH2907
 DH2907.The orthometric height was determined by differential leveling and
 DH2907.adjusted by the NATIONAL GEODETIC SURVEY
 DH2907.in May 2006.
 DH2907
 DH2907.No vertical observational check was made to the station.
 DH2907
 DH2907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH2907.GEOID18 height accuracy estimate available here.
 DH2907
 DH2907.Click photographs - Photos may exist for this station.
 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       -   196,114.2     169,572.7     MT  (+/- 3 meters HH1 GPS) 
 DH2907
 DH2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6187194568(NAD 83)
 DH2907
 DH2907                          SUPERSEDED SURVEY CONTROL
 DH2907
 DH2907.No superseded survey control is available for this station.
 DH2907
 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 NOT SUITABLE FOR
 DH2907+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2021
 DH2907
 DH2907  HISTORY     - Date     Condition        Report By
 DH2907  HISTORY     - 20040628 MONUMENTED       NJGS
 DH2907  HISTORY     - 20210826 GOOD             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.
 DH2907
 DH2907                          STATION RECOVERY (2021)
 DH2907
 DH2907'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DH2907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DH2908 ***********************************************************************
 DH2908  DESIGNATION -  20 M 1
 DH2908  PID         -  DH2908
 DH2908  STATE/COUNTY-  NJ/UNION
 DH2908  COUNTRY     -  US
 DH2908  USGS QUAD   -  PERTH AMBOY (2016)
 DH2908
 DH2908                         *CURRENT SURVEY CONTROL
 DH2908  ______________________________________________________________________
 DH2908* NAD 83(1986) POSITION- 40 35 43.     (N) 074 16 54.     (W)   SCALED
 DH2908* NAVD 88 ORTHO HEIGHT -     2.758 (meters)        9.05  (feet) ADJUSTED
 DH2908  ______________________________________________________________________
 DH2908  GEOID HEIGHT    -        -32.585 (meters)                     GEOID18
 DH2908  DYNAMIC HEIGHT  -          2.757 (meters)        9.05  (feet) COMP
 DH2908  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 DH2908
 DH2908  VERT ORDER      -  FIRST     CLASS II
 DH2908
 DH2908.The horizontal coordinates were scaled from a map and have
 DH2908.an estimated accuracy of +/- 6 seconds.
 DH2908
 DH2908.The orthometric height was determined by differential leveling and
 DH2908.adjusted by the NATIONAL GEODETIC SURVEY
 DH2908.in May 2006.
 DH2908
 DH2908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH2908.GEOID18 height accuracy estimate available here.
 DH2908
 DH2908.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK607940(NAD 83)
 DH2908
 DH2908                          SUPERSEDED SURVEY CONTROL
 DH2908
 DH2908.No superseded survey control is available for this station.
 DH2908
 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 = JULY 24, 2026 22:12:30 EDT
 DH2909 ***********************************************************************
 DH2909  DESIGNATION -  20 N 1
 DH2909  PID         -  DH2909
 DH2909  STATE/COUNTY-  NJ/UNION
 DH2909  COUNTRY     -  US
 DH2909  USGS QUAD   -  PERTH AMBOY (2016)
 DH2909
 DH2909                         *CURRENT SURVEY CONTROL
 DH2909  ______________________________________________________________________
 DH2909* NAD 83(1986) POSITION- 40 35 32.     (N) 074 17 28.     (W)   SCALED
 DH2909* NAVD 88 ORTHO HEIGHT -     4.409 (meters)       14.47  (feet) ADJUSTED
 DH2909  ______________________________________________________________________
 DH2909  GEOID HEIGHT    -        -32.607 (meters)                     GEOID18
 DH2909  DYNAMIC HEIGHT  -          4.407 (meters)       14.46  (feet) COMP
 DH2909  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 DH2909
 DH2909  VERT ORDER      -  FIRST     CLASS II
 DH2909
 DH2909.The horizontal coordinates were scaled from a map and have
 DH2909.an estimated accuracy of +/- 6 seconds.
 DH2909
 DH2909.The orthometric height was determined by differential leveling and
 DH2909.adjusted by the NATIONAL GEODETIC SURVEY
 DH2909.in May 2006.
 DH2909
 DH2909.No vertical observational check was made to the station.
 DH2909
 DH2909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH2909.GEOID18 height accuracy estimate available here.
 DH2909
 DH2909.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK599937(NAD 83)
 DH2909
 DH2909                          SUPERSEDED SURVEY CONTROL
 DH2909
 DH2909.No superseded survey control is available for this station.
 DH2909
 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 - May 01, 2007
 DH2909
 DH2909  HISTORY     - Date     Condition        Report By
 DH2909  HISTORY     - 20040628 MONUMENTED       NJGS
 DH2909  HISTORY     - 20070501 GOOD             INDIV
 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.
 DH2909
 DH2909                          STATION RECOVERY (2007)
 DH2909
 DH2909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (WMS)
 DH2909'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7328 ***********************************************************************
 DQ7328  DESIGNATION -  2009 RESET
 DQ7328  PID         -  DQ7328
 DQ7328  STATE/COUNTY-  NJ/ATLANTIC
 DQ7328  COUNTRY     -  US
 DQ7328  USGS QUAD   -  OCEAN CITY (2019)
 DQ7328
 DQ7328                         *CURRENT SURVEY CONTROL
 DQ7328  ______________________________________________________________________
 DQ7328* NAD 83(1986) POSITION- 39 18 48.37   (N) 074 35 30.30   (W)   HD_HELD1
 DQ7328* NAVD 88 ORTHO HEIGHT -     1.302 (meters)        4.27  (feet) ADJUSTED
 DQ7328  ______________________________________________________________________
 DQ7328  GEOID HEIGHT    -        -34.457 (meters)                     GEOID18
 DQ7328  DYNAMIC HEIGHT  -          1.301 (meters)        4.27  (feet) COMP
 DQ7328  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 DQ7328
 DQ7328  VERT ORDER      -  FIRST     CLASS II
 DQ7328
 DQ7328.The horizontal coordinates were determined by differentially corrected
 DQ7328.hand held GPS observations or other comparable positioning techniques
 DQ7328.and have an estimated accuracy of +/- 3 meters.
 DQ7328
 DQ7328.The orthometric height was determined by differential leveling and
 DQ7328.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7328.in June 2018.
 DQ7328
 DQ7328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7328.GEOID18 height accuracy estimate available here.
 DQ7328
 DQ7328.Click photographs - Photos may exist for this station.
 DQ7328
 DQ7328.The dynamic height is computed by dividing the NAVD 88
 DQ7328.geopotential number by the normal gravity value computed on the
 DQ7328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7328.degrees latitude (g = 980.6199 gals.).
 DQ7328
 DQ7328.The modeled gravity was interpolated from observed gravity values.
 DQ7328
 DQ7328;                    North         East    Units  Estimated Accuracy
 DQ7328;SPC NJ       -    53,298.2     142,088.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7328
 DQ7328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3519451639(NAD 83)
 DQ7328
 DQ7328                          SUPERSEDED SURVEY CONTROL
 DQ7328
 DQ7328.No superseded survey control is available for this station.
 DQ7328
 DQ7328_MARKER: DD = SURVEY DISK
 DQ7328_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ7328_SP_SET: CURB
 DQ7328_STAMPING: 2009 665-00.8 RESET
 DQ7328_MARK LOGO: NJ-001
 DQ7328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ7328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7328+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2020
 DQ7328
 DQ7328  HISTORY     - Date     Condition        Report By
 DQ7328  HISTORY     - UNK      MONUMENTED
 DQ7328  HISTORY     - 20170825 GOOD             NJGS
 DQ7328  HISTORY     - 20200703 GOOD             GEOCAC
 DQ7328
 DQ7328                          STATION DESCRIPTION
 DQ7328
 DQ7328'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7328'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF
 DQ7328'PLEASANTVILLE, 3.8 MI (6.1 KM) NORTHEAST OF MARMORA AND 2.0 MI (3.2
 DQ7328'KM) NORTH-NORTHWEST OF OCEAN CITY, IN SOMERS POINT.
 DQ7328'
 DQ7328'THE STATION IS AN ATLANTIC COUNTY DISK SET IN THE CURB AT THE
 DQ7328'NORTHWEST CORNER OF THE JUNCTION OF BAY AVENUE AND NEW YORK AVENUE,
 DQ7328'NEAR THE FRONT LAWN FOR THE SHORE MEDICAL CENTER.
 DQ7328'
 DQ7328'THE STATION IS 40 FT (12.2 M) SOUTHWEST OF POLE NUMBER P42679, 20 FT
 DQ7328'(6.1 M) NORTHWEST OF THE CENTERLINE OF BAY AVENUE, 39 FT (11.9 M)
 DQ7328'NORTHEAST OF THE CENTERLINE OF NEW YORK AVENUE, 51.7 FT (15.8 M)
 DQ7328'NORTHWEST OF POLE NUMBER 75581 27632.
 DQ7328
 DQ7328                          STATION RECOVERY (2020)
 DQ7328
 DQ7328'RECOVERY NOTE BY GEOCACHING 2020 (HBH)
 DQ7328'MARK IS NORTHWEST OF POLE NUMBER P42679 AND SOUTHWEST OF POLE NUMBER
 DQ7328'75581 27632.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1699 ***********************************************************************
 KV1699  DESIGNATION -  21
 KV1699  PID         -  KV1699
 KV1699  STATE/COUNTY-  NJ/HUNTERDON
 KV1699  COUNTRY     -  US
 KV1699  USGS QUAD   -  FRENCHTOWN (2019)
 KV1699
 KV1699                         *CURRENT SURVEY CONTROL
 KV1699  ______________________________________________________________________
 KV1699* NAD 83(1986) POSITION- 40 34 01.92   (N) 075 05 49.95   (W)   HD_HELD1
 KV1699* NAVD 88 ORTHO HEIGHT -    41.997 (meters)      137.79  (feet) ADJUSTED
 KV1699  ______________________________________________________________________
 KV1699  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 KV1699  DYNAMIC HEIGHT  -         41.977 (meters)      137.72  (feet) COMP
 KV1699  MODELED GRAVITY -    980,152.8   (mgal)                       NAVD 88
 KV1699
 KV1699  VERT ORDER      -  FIRST     CLASS I
 KV1699
 KV1699.The horizontal coordinates were determined by differentially corrected
 KV1699.hand held GPS observations or other comparable positioning techniques
 KV1699.and have an estimated accuracy of +/- 3 meters.
 KV1699
 KV1699.The orthometric height was determined by differential leveling and
 KV1699.adjusted by the NATIONAL GEODETIC SURVEY
 KV1699.in June 1991.
 KV1699
 KV1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1699.GEOID18 height accuracy estimate available here.
 KV1699
 KV1699.Click photographs - Photos may exist for this station.
 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       -   192,661.4      99,431.4     MT  (+/- 3 meters HH1 GPS) 
 KV1699
 KV1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9177190718(NAD 83)
 KV1699
 KV1699                          SUPERSEDED SURVEY CONTROL
 KV1699
 KV1699  NGVD 29 (01/10/92)   42.254  (m)          138.63   (f) ADJUSTED    1 1
 KV1699  NGVD 29 (??/??/87)   42.263  (m)          138.66   (f) SUPERSEDED  1 1
 KV1699
 KV1699.Superseded values are not recommended for survey control.
 KV1699
 KV1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1699.See file dsdata.pdf to determine how the superseded data were derived.
 KV1699
 KV1699_MARKER: B = BOLT
 KV1699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1699_SP_SET: DOOR SILL
 KV1699_MARK LOGO: NONE
 KV1699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV6078 ***********************************************************************
 KV6078  DESIGNATION -  21 A 1
 KV6078  PID         -  KV6078
 KV6078  STATE/COUNTY-  NJ/WARREN
 KV6078  COUNTRY     -  US
 KV6078  USGS QUAD   -  RIEGELSVILLE (2019)
 KV6078
 KV6078                         *CURRENT SURVEY CONTROL
 KV6078  ______________________________________________________________________
 KV6078* NAD 83(1986) POSITION- 40 35 42.     (N) 075 11 18.     (W)   SCALED
 KV6078* NAVD 88 ORTHO HEIGHT -    49.631 (meters)      162.83  (feet) ADJUSTED
 KV6078  ______________________________________________________________________
 KV6078  GEOID HEIGHT    -        -34.195 (meters)                     GEOID18
 KV6078  DYNAMIC HEIGHT  -         49.608 (meters)      162.76  (feet) COMP
 KV6078  MODELED GRAVITY -    980,156.2   (mgal)                       NAVD 88
 KV6078
 KV6078  VERT ORDER      -  FIRST     CLASS I
 KV6078
 KV6078.The horizontal coordinates were scaled from a map and have
 KV6078.an estimated accuracy of +/- 6 seconds.
 KV6078
 KV6078.The orthometric height was determined by differential leveling and
 KV6078.adjusted by the NATIONAL GEODETIC SURVEY
 KV6078.in June 1991.
 KV6078
 KV6078.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6078.GEOID18 height accuracy estimate available here.
 KV6078
 KV6078.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK840938(NAD 83)
 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
 KV6078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6078.See file dsdata.pdf to determine how the superseded data were derived.
 KV6078
 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 = JULY 24, 2026 22:12:30 EDT
 DM8526 ***********************************************************************
 DM8526  DESIGNATION -  21 A 2
 DM8526  PID         -  DM8526
 DM8526  STATE/COUNTY-  NJ/WARREN
 DM8526  COUNTRY     -  US
 DM8526  USGS QUAD   -  EASTON (2019)
 DM8526
 DM8526                         *CURRENT SURVEY CONTROL
 DM8526  ______________________________________________________________________
 DM8526* NAD 83(1986) POSITION- 40 40 10.56   (N) 075 08 03.74   (W)   HD_HELD1
 DM8526* NAVD 88 ORTHO HEIGHT -   110.152 (meters)      361.39  (feet) ADJUSTED
 DM8526  ______________________________________________________________________
 DM8526  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 DM8526  DYNAMIC HEIGHT  -        110.100 (meters)      361.22  (feet) COMP
 DM8526  MODELED GRAVITY -    980,155.3   (mgal)                       NAVD 88
 DM8526
 DM8526  VERT ORDER      -  SECOND    CLASS I
 DM8526
 DM8526.The horizontal coordinates were determined by differentially corrected
 DM8526.hand held GPS observations or other comparable positioning techniques
 DM8526.and have an estimated accuracy of +/- 3 meters.
 DM8526
 DM8526.The orthometric height was determined by differential leveling and
 DM8526.adjusted by the NATIONAL GEODETIC SURVEY
 DM8526.in April 2013.
 DM8526
 DM8526.No vertical observational check was made to the station.
 DM8526
 DM8526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8526.GEOID18 height accuracy estimate available here.
 DM8526
 DM8526.Click photographs - Photos may exist for this station.
 DM8526
 DM8526.The dynamic height is computed by dividing the NAVD 88
 DM8526.geopotential number by the normal gravity value computed on the
 DM8526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8526.degrees latitude (g = 980.6199 gals.).
 DM8526
 DM8526.The modeled gravity was interpolated from observed gravity values.
 DM8526
 DM8526;                    North         East    Units  Estimated Accuracy
 DM8526;SPC NJ       -   204,053.6      96,366.5     MT  (+/- 3 meters HH1 GPS) 
 DM8526
 DM8526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8864202089(NAD 83)
 DM8526
 DM8526                          SUPERSEDED SURVEY CONTROL
 DM8526
 DM8526.No superseded survey control is available for this station.
 DM8526
 DM8526_MARKER: DD = SURVEY DISK
 DM8526_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8526_SP_SET: BRIDGE ABUTMENT
 DM8526_STAMPING: 21 A 2 2010
 DM8526_MARK LOGO: NJGS
 DM8526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8526+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2023
 DM8526
 DM8526  HISTORY     - Date     Condition        Report By
 DM8526  HISTORY     - 20100601 MONUMENTED       NJGS
 DM8526  HISTORY     - 20180423 SEE DESCRIPTION  NJGS
 DM8526  HISTORY     - 20230601 GOOD             AAAS
 DM8526
 DM8526                          STATION DESCRIPTION
 DM8526
 DM8526'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM8526'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTHWEST OF
 DM8526'WASHINGTON, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF RIEGELSVILLE AND 2.7 MI
 DM8526'(4.3 KM) WEST-NORTHWEST OF BLOOMSBURY.
 DM8526'
 DM8526'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, SET IN A DRILL HOLE IN
 DM8526'THE SOUTHWEST END, AT THE SIDEWALK LEVEL, OF THE SOUTH ABUTMENT OF THE
 DM8526'NEW JERSEY ROUTE 173 BRIDGE SPANNING US INTERSTATE 78 (EXIT 3).
 DM8526'
 DM8526'THE STATION IS 26 FT (7.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF NJ
 DM8526'ROUTE 173, 1 FT (0.3 M) WEST-SOUTHWEST OF THE WEST CURB OF NJ ROUTE
 DM8526'173, 150 FT (45.7 M) SOUTH-SOUTHEAST OF THE CENTER OF THE BRIDGE
 DM8526'SPANNING I-78, 31 FT (9.4 M) NORTH OF THE SOUTH END OF THE WEST
 DM8526'CONCRETE BALUSTRADE, 54 FT (16.5 M) NORTH OF A SIGN (ENTERING TOWNSHIP
 DM8526'OF GREENWICH) ON THE SOUTHBOUND LANES OF NJ ROUTE 173.
 DM8526
 DM8526                          STATION RECOVERY (2018)
 DM8526
 DM8526'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DM8526'THE SURVEY DISK FOUND IN GOOD CONDITION AND SOLIDLY ATTACHED.  BUT THE
 DM8526'SURROUNDING ABUTMENT SURFACE IS FLAWING.
 DM8526
 DM8526                          STATION RECOVERY (2023)
 DM8526
 DM8526'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 DM8526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2081 ***********************************************************************
 DO2081  DESIGNATION -  21 A 2
 DO2081  PID         -  DO2081
 DO2081  STATE/COUNTY-  NJ/WARREN
 DO2081  COUNTRY     -  US
 DO2081  USGS QUAD   -  BELVIDERE (2019)
 DO2081
 DO2081                         *CURRENT SURVEY CONTROL
 DO2081  ______________________________________________________________________
 DO2081* NAD 83(1986) POSITION- 40 48 03.06   (N) 075 04 53.29   (W)   HD_HELD1
 DO2081* NAVD 88 ORTHO HEIGHT -   107.773 (meters)      353.59  (feet) ADJUSTED
 DO2081  ______________________________________________________________________
 DO2081  GEOID HEIGHT    -        -33.627 (meters)                     GEOID18
 DO2081  DYNAMIC HEIGHT  -        107.724 (meters)      353.42  (feet) COMP
 DO2081  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 DO2081
 DO2081  VERT ORDER      -  SECOND    CLASS I
 DO2081
 DO2081.The horizontal coordinates were determined by differentially corrected
 DO2081.hand held GPS observations or other comparable positioning techniques
 DO2081.and have an estimated accuracy of +/- 3 meters.
 DO2081
 DO2081.The orthometric height was determined by differential leveling and
 DO2081.adjusted by the NATIONAL GEODETIC SURVEY
 DO2081.in April 2013.
 DO2081
 DO2081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2081.GEOID18 height accuracy estimate available here.
 DO2081
 DO2081.Click photographs - Photos may exist for this station.
 DO2081
 DO2081.The dynamic height is computed by dividing the NAVD 88
 DO2081.geopotential number by the normal gravity value computed on the
 DO2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2081.degrees latitude (g = 980.6199 gals.).
 DO2081
 DO2081.The modeled gravity was interpolated from observed gravity values.
 DO2081
 DO2081;                    North         East    Units  Estimated Accuracy
 DO2081;SPC NJ       -   218,596.5     100,935.8     MT  (+/- 3 meters HH1 GPS) 
 DO2081
 DO2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9312716653(NAD 83)
 DO2081
 DO2081                          SUPERSEDED SURVEY CONTROL
 DO2081
 DO2081.No superseded survey control is available for this station.
 DO2081
 DO2081_MARKER: DD = SURVEY DISK
 DO2081_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO2081+WITH SETTING: PAVEMENT
 DO2081_SP_SET: AIR CONDITIONER UNIT FOUNDATION
 DO2081_STAMPING: 21 A 2 2011
 DO2081_MARK LOGO: NJGS
 DO2081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2081+STABILITY: SURFACE MOTION
 DO2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2081+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2024
 DO2081
 DO2081  HISTORY     - Date     Condition        Report By
 DO2081  HISTORY     - 20110825 MONUMENTED       NJGS
 DO2081  HISTORY     - 20240801 GOOD             NJGS
 DO2081
 DO2081                          STATION DESCRIPTION
 DO2081
 DO2081'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2081'THE STATION IS LOCATED IN WHITE TOWNSHIP, ON THE GROUNDS OF THE WARREN
 DO2081'COUNTY COMPLEX, SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 DO2081'FOUNDATION TO THE AIR CONDITIONER UNIT NEAR THE NORTHWEST CORNER OF
 DO2081'THE WARREN DUMONT COUNTY ADMINISTRATION BUILDING.  THE STATION IS
 DO2081'BEHIND A 10 FT (3.0 M) HIGH BRICK WALL.
 DO2081'
 DO2081'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2081'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 DO2081'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION OF SOUTH
 DO2081'BRIDGEVILLE ROAD (COUNTY ROAD 519)AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2081'(COUNTY ROAD 620).  CONTINUE 0.4 MI (0.6 KM) SOUTH ON COUNTY ROAD 519
 DO2081'TO THE ENTRANCE DRIVEWAY TO THE COUNTY COMPLEX ON THE RIGHT.  TURN
 DO2081'RIGHT AND GO 0.1 MI (0.2 KM) WEST-NORTHWEST TO THE ADMINISTRATION
 DO2081'BUILDING PARKING LOT ON THE LEFT, ENTER THE PARKING LOT AND GO ABOUT
 DO2081'0.05 MI (0.1 KM) SOUTH TO THE SOUTHWEST CORNER OF THE PARKING LOT TO
 DO2081'THE STATION AHEAD.
 DO2081'
 DO2081'THE REACH THE STATION FROM THE JUNCTION OF ROXBURY STATION ROAD
 DO2081'(COUNTY ROAD 622)/ROXBURY HILL ROAD AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2081'(COUNTY ROAD 519), GO 1.9 MI (3.1 KM) ON COUNTY ROAD 519 TO THE
 DO2081'ENTRANCE DRIVE.
 DO2081'
 DO2081'THE STATION IS 45 FT (13.7 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 DO2081'OF THE PARKING LOT, 34 FT (10.4 M) WEST OF THE WEST RANGE OF THE WEST
 DO2081'WALL OF THE ADMINISTRATION BUILDING, 4.5 FT (1.4 M) WEST OF THE WEST
 DO2081'END OF THE BRICK WALL, 2 FT (0.6 M) EAST OF THE WEST EDGE OF THE
 DO2081'FOUNDATION.
 DO2081
 DO2081                          STATION RECOVERY (2024)
 DO2081
 DO2081'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JAR)
 DO2081'A LARGER AIR CONDITIONER UNIT NOW REPLACES THE PREVIOUS SMALLER UNIT.
 DO2081'THE EDGE OF THE LARGER UNIT PARTIALLY COVERS THE DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6079 ***********************************************************************
 KV6079  DESIGNATION -  21 B 1
 KV6079  PID         -  KV6079
 KV6079  STATE/COUNTY-  NJ/WARREN
 KV6079  COUNTRY     -  US
 KV6079  USGS QUAD   -  RIEGELSVILLE (2019)
 KV6079
 KV6079                         *CURRENT SURVEY CONTROL
 KV6079  ______________________________________________________________________
 KV6079* NAD 83(1986) POSITION- 40 36 25.     (N) 075 11 37.     (W)   SCALED
 KV6079* NAVD 88 ORTHO HEIGHT -    50.390 (meters)      165.32  (feet) ADJUSTED
 KV6079  ______________________________________________________________________
 KV6079  GEOID HEIGHT    -        -34.187 (meters)                     GEOID18
 KV6079  DYNAMIC HEIGHT  -         50.366 (meters)      165.24  (feet) COMP
 KV6079  MODELED GRAVITY -    980,157.3   (mgal)                       NAVD 88
 KV6079
 KV6079  VERT ORDER      -  FIRST     CLASS I
 KV6079
 KV6079.The horizontal coordinates were scaled from a map and have
 KV6079.an estimated accuracy of +/- 6 seconds.
 KV6079
 KV6079.The orthometric height was determined by differential leveling and
 KV6079.adjusted by the NATIONAL GEODETIC SURVEY
 KV6079.in June 1991.
 KV6079
 KV6079.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6079.GEOID18 height accuracy estimate available here.
 KV6079
 KV6079.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK836951(NAD 83)
 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
 KV6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6079.See file dsdata.pdf to determine how the superseded data were derived.
 KV6079
 KV6079_MARKER: B = BOLT
 KV6079_SETTING: 80 = SET 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 = JULY 24, 2026 22:12:30 EDT
 DM8527 ***********************************************************************
 DM8527  DESIGNATION -  21 B 2
 DM8527  PID         -  DM8527
 DM8527  STATE/COUNTY-  NJ/WARREN
 DM8527  COUNTRY     -  US
 DM8527  USGS QUAD   -  BLOOMSBURY (2019)
 DM8527
 DM8527                         *CURRENT SURVEY CONTROL
 DM8527  ______________________________________________________________________
 DM8527* NAD 83(1986) POSITION- 40 39 45.49   (N) 075 05 04.98   (W)   HD_HELD1
 DM8527* NAVD 88 ORTHO HEIGHT -   111.193 (meters)      364.81  (feet) ADJUSTED
 DM8527  ______________________________________________________________________
 DM8527  GEOID HEIGHT    -        -33.921 (meters)                     GEOID18
 DM8527  DYNAMIC HEIGHT  -        111.141 (meters)      364.64  (feet) COMP
 DM8527  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 DM8527
 DM8527  VERT ORDER      -  SECOND    CLASS I
 DM8527
 DM8527.The horizontal coordinates were determined by differentially corrected
 DM8527.hand held GPS observations or other comparable positioning techniques
 DM8527.and have an estimated accuracy of +/- 3 meters.
 DM8527
 DM8527.The orthometric height was determined by differential leveling and
 DM8527.adjusted by the NATIONAL GEODETIC SURVEY
 DM8527.in April 2013.
 DM8527
 DM8527.No vertical observational check was made to the station.
 DM8527
 DM8527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8527.GEOID18 height accuracy estimate available here.
 DM8527
 DM8527.Click photographs - Photos may exist for this station.
 DM8527
 DM8527.The dynamic height is computed by dividing the NAVD 88
 DM8527.geopotential number by the normal gravity value computed on the
 DM8527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8527.degrees latitude (g = 980.6199 gals.).
 DM8527
 DM8527.The modeled gravity was interpolated from observed gravity values.
 DM8527
 DM8527;                    North         East    Units  Estimated Accuracy
 DM8527;SPC NJ       -   203,251.2     100,559.6     MT  (+/- 3 meters HH1 GPS) 
 DM8527
 DM8527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9283801311(NAD 83)
 DM8527
 DM8527                          SUPERSEDED SURVEY CONTROL
 DM8527
 DM8527.No superseded survey control is available for this station.
 DM8527
 DM8527_MARKER: DD = SURVEY DISK
 DM8527_SETTING: 66 = SET IN ROCK OUTCROP
 DM8527_STAMPING: 21 B 2 2010
 DM8527_MARK LOGO: NJGS
 DM8527_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM8527+STABILITY: POSITION/ELEVATION WELL
 DM8527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8527+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DM8527
 DM8527  HISTORY     - Date     Condition        Report By
 DM8527  HISTORY     - 20100601 MONUMENTED       NJGS
 DM8527  HISTORY     - 20230719 GOOD             NJGS
 DM8527
 DM8527                          STATION DESCRIPTION
 DM8527
 DM8527'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM8527'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, SET IN A DRILL HOLE ON
 DM8527'THE HIGHPOINT OF A 20 FT (6.1 M) EXPOSED ROCK OUTCROP BETWEEN THE
 DM8527'EASTBOUND RAMP LEADING TO THE TRUCK WEIGH STATION SCALES AT THE WEIGH
 DM8527'STATION BUILDING AND THE RAMP LEADING BACK TO THE EASTBOUND LANES OF
 DM8527'US INTERSTATE 78.  THE STATION IS AT MILEPOST 6.7 OF THE EASTBOUND
 DM8527'LANES OF I-78.
 DM8527'
 DM8527'THE STATION IS ACROSS A SMALL PARKING LOT EAST-NORTHEAST OF THE TRUCK
 DM8527'INSPECTION BUILDING OF THE FACILITY, 164 FT (50.0 M) WEST OF THE
 DM8527'NORTHWEST CORNER (STONE FACADE) OF THE WEIGH STATION BUILDING, 140.7
 DM8527'FT (42.9 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER (FRAME) OF THE
 DM8527'BUILDING ATTACHMENT (SPRINKLER RISER BASEMENT), 33.5 FT (10.2 M)
 DM8527'NORTH-NORTHEAST OF THE NORTH EDGE OF THE CONCRETE RAMP LEADING TO THE
 DM8527'SCALES, 35.1 FT (10.7 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DM8527'THE CONCRETE RAMP LEADING TO THE EASTBOUND LANES OF I-78, 56.5 FT
 DM8527'(17.2 M) SOUTHWEST OF LIGHT POLE NUMBER A02202, 44 FT (13.4 M)
 DM8527'NORTHEAST OF A SIGNAL LIGHT WITH A SIGN (STOP HERE ON RED) FOR THE
 DM8527'RAMP TO THE SCALES.
 DM8527'
 DM8527'THE STATION IS 74.5 FT (22.7 M) SOUTHEAST OF MILEPOST 6.7 FOR THE
 DM8527'EASTBOUND LANES OF I-78 AND IS ABOUT 4 FT (1.2 M) ABOVE THE GROUND.
 DM8527
 DM8527                          STATION RECOVERY (2023)
 DM8527
 DM8527'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM8527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2072 ***********************************************************************
 DO2072  DESIGNATION -  21 B 2
 DO2072  PID         -  DO2072
 DO2072  STATE/COUNTY-  NJ/WARREN
 DO2072  COUNTRY     -  US
 DO2072  USGS QUAD   -  BELVIDERE (2019)
 DO2072
 DO2072                         *CURRENT SURVEY CONTROL
 DO2072  ______________________________________________________________________
 DO2072* NAD 83(1986) POSITION- 40 50 01.76   (N) 075 03 37.54   (W)   HD_HELD1
 DO2072* NAVD 88 ORTHO HEIGHT -    87.812 (meters)      288.10  (feet) ADJUSTED
 DO2072  ______________________________________________________________________
 DO2072  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 DO2072  DYNAMIC HEIGHT  -         87.772 (meters)      287.97  (feet) COMP
 DO2072  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 DO2072
 DO2072  VERT ORDER      -  SECOND    CLASS I
 DO2072
 DO2072.The horizontal coordinates were determined by differentially corrected
 DO2072.hand held GPS observations or other comparable positioning techniques
 DO2072.and have an estimated accuracy of +/- 3 meters.
 DO2072
 DO2072.The orthometric height was determined by differential leveling and
 DO2072.adjusted by the NATIONAL GEODETIC SURVEY
 DO2072.in April 2013.
 DO2072
 DO2072.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2072.GEOID18 height accuracy estimate available here.
 DO2072
 DO2072.Click photographs - Photos may exist for this station.
 DO2072
 DO2072.The dynamic height is computed by dividing the NAVD 88
 DO2072.geopotential number by the normal gravity value computed on the
 DO2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2072.degrees latitude (g = 980.6199 gals.).
 DO2072
 DO2072.The modeled gravity was interpolated from observed gravity values.
 DO2072
 DO2072;                    North         East    Units  Estimated Accuracy
 DO2072;SPC NJ       -   222,246.1     102,734.7     MT  (+/- 3 meters HH1 GPS) 
 DO2072
 DO2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9490520311(NAD 83)
 DO2072
 DO2072                          SUPERSEDED SURVEY CONTROL
 DO2072
 DO2072.No superseded survey control is available for this station.
 DO2072
 DO2072_MARKER: DD = SURVEY DISK
 DO2072_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2072_SP_SET: BRIDGE ABUTMENT
 DO2072_STAMPING: 21 B 2 2011
 DO2072_MARK LOGO: NJGS
 DO2072_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2072+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2024
 DO2072
 DO2072  HISTORY     - Date     Condition        Report By
 DO2072  HISTORY     - 20110818 MONUMENTED       NJGS
 DO2072  HISTORY     - 20180709 GOOD             SKLAR
 DO2072  HISTORY     - 20240208 GOOD             NJGS
 DO2072
 DO2072                          STATION DESCRIPTION
 DO2072
 DO2072'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2072'THE STATION IS LOCATED IN BELVIDERE, SET IN A DRILL HOLE IN THE EAST
 DO2072'END OF THE SOUTH ABUTMENT OF THE ORCHARD STREET BRIDGE SPANNING THE
 DO2072'PEQUEST RIVER AT THE PEQUEST BEND.
 DO2072'
 DO2072'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND
 DO2072'MARKET/GREENWICH STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.0 MI (1.6
 DO2072'KM) EAST-NORTHEAST ON WATER STREET TO ORCHARD STREET ON THE RIGHT.
 DO2072'TURN RIGHT AND GO ACROSS THE BRIDGE TO THE STATION ON THE LEFT.
 DO2072'
 DO2072'THE STATION IS 180 FT (54.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DO2072'WATER STREET (CR 620), 18.3 FT (5.6 M) EAST OF THE CENTERLINE ORCHARD
 DO2072'STREET, 31.4 FT (9.6 M) NORTH OF THE CENTERLINE OF HEMMENDINGER
 DO2072'STREET, 51.1 FT (15.6 M) SOUTH OF THE CENTERLINE OF THE BRIDGE, 3.7 FT
 DO2072'(1.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH BALUSTRADE ON
 DO2072'THE WESTERLY SIDE OF THE BRIDGE.
 DO2072
 DO2072                          STATION RECOVERY (2018)
 DO2072
 DO2072'RECOVERY NOTE BY DENNIS W SKLAR INC 2018 (DWS)
 DO2072'RECOVERED IN GOOD CONDITION.
 DO2072
 DO2072                          STATION RECOVERY (2024)
 DO2072
 DO2072'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DO2072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6080 ***********************************************************************
 KV6080  DESIGNATION -  21 C 1
 KV6080  PID         -  KV6080
 KV6080  STATE/COUNTY-  NJ/WARREN
 KV6080  COUNTRY     -  US
 KV6080  USGS QUAD   -  RIEGELSVILLE (2019)
 KV6080
 KV6080                         *CURRENT SURVEY CONTROL
 KV6080  ______________________________________________________________________
 KV6080* NAD 83(1986) POSITION- 40 37 06.     (N) 075 11 42.     (W)   SCALED
 KV6080* NAVD 88 ORTHO HEIGHT -    51.926 (meters)      170.36  (feet) ADJUSTED
 KV6080  ______________________________________________________________________
 KV6080  GEOID HEIGHT    -        -34.171 (meters)                     GEOID18
 KV6080  DYNAMIC HEIGHT  -         51.901 (meters)      170.28  (feet) COMP
 KV6080  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 KV6080
 KV6080  VERT ORDER      -  FIRST     CLASS I
 KV6080
 KV6080.The horizontal coordinates were scaled from a map and have
 KV6080.an estimated accuracy of +/- 6 seconds.
 KV6080
 KV6080.The orthometric height was determined by differential leveling and
 KV6080.adjusted by the NATIONAL GEODETIC SURVEY
 KV6080.in June 1991.
 KV6080
 KV6080.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6080.GEOID18 height accuracy estimate available here.
 KV6080
 KV6080.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK835964(NAD 83)
 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
 KV6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6080.See file dsdata.pdf to determine how the superseded data were derived.
 KV6080
 KV6080_MARKER: DD = SURVEY DISK
 KV6080_SETTING: 80 = SET 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 = JULY 24, 2026 22:12:30 EDT
 DO2070 ***********************************************************************
 DO2070  DESIGNATION -  21 C 2
 DO2070  PID         -  DO2070
 DO2070  STATE/COUNTY-  NJ/WARREN
 DO2070  COUNTRY     -  US
 DO2070  USGS QUAD   -  BELVIDERE (2019)
 DO2070
 DO2070                         *CURRENT SURVEY CONTROL
 DO2070  ______________________________________________________________________
 DO2070* NAD 83(1986) POSITION- 40 49 56.86   (N) 075 04 06.72   (W)   HD_HELD1
 DO2070* NAVD 88 ORTHO HEIGHT -    85.224 (meters)      279.61  (feet) ADJUSTED
 DO2070  ______________________________________________________________________
 DO2070  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 DO2070  DYNAMIC HEIGHT  -         85.186 (meters)      279.48  (feet) COMP
 DO2070  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 DO2070
 DO2070  VERT ORDER      -  SECOND    CLASS I
 DO2070
 DO2070.The horizontal coordinates were determined by differentially corrected
 DO2070.hand held GPS observations or other comparable positioning techniques
 DO2070.and have an estimated accuracy of +/- 3 meters.
 DO2070
 DO2070.The orthometric height was determined by differential leveling and
 DO2070.adjusted by the NATIONAL GEODETIC SURVEY
 DO2070.in April 2013.
 DO2070
 DO2070.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2070.GEOID18 height accuracy estimate available here.
 DO2070
 DO2070.Click photographs - Photos may exist for this station.
 DO2070
 DO2070.The dynamic height is computed by dividing the NAVD 88
 DO2070.geopotential number by the normal gravity value computed on the
 DO2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2070.degrees latitude (g = 980.6199 gals.).
 DO2070
 DO2070.The modeled gravity was interpolated from observed gravity values.
 DO2070
 DO2070;                    North         East    Units  Estimated Accuracy
 DO2070;SPC NJ       -   222,099.4     102,050.1     MT  (+/- 3 meters HH1 GPS) 
 DO2070
 DO2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9422120161(NAD 83)
 DO2070
 DO2070                          SUPERSEDED SURVEY CONTROL
 DO2070
 DO2070.No superseded survey control is available for this station.
 DO2070
 DO2070_MARKER: DD = SURVEY DISK
 DO2070_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO2070_SP_SET: FLAGPOLE BASE
 DO2070_STAMPING: 21 C 2 2011
 DO2070_MARK LOGO: NJGS
 DO2070_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2070+STABILITY: SURFACE MOTION
 DO2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2070+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2011
 DO2070
 DO2070  HISTORY     - Date     Condition        Report By
 DO2070  HISTORY     - 20110818 MONUMENTED       NJGS
 DO2070
 DO2070                          STATION DESCRIPTION
 DO2070
 DO2070'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2070'THE STATION IS LOCATED IN BELVIDERE, SET IN A DRILL HOLE IN THE
 DO2070'SOUTHWEST CORNER OF THE FLAGPOLE BASE AT THE SOUTHEAST CORNER OF THE
 DO2070'GOODWILL FIRE COMPANY NUMBER 1.
 DO2070'
 DO2070'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND
 DO2070'MARKET/GREENWICH STREET (COUNTY ROAD 620) IN BELVIDERE, GO 0.55 MI
 DO2070'(0.9 KM) EAST-NORTHEAST ON WATER STREET TO THE DRIVEWAY TO THE FIRE
 DO2070'HOUSE ON THE LEFT.  TURN LEFT AND GO THE STATION AHEAD.
 DO2070'
 DO2070'THE STATION IS 111.4 FT (34.0 M) NORTH OF THE CENTERLINE OF WATER
 DO2070'STREET, 14.7 FT (4.5 M) SOUTH OF THE SOUTHEAST CORNER OF THE FIRE
 DO2070'HOUSE, 2 FT (0.6 M) SOUTHWEST OF THE FLAGPOLE, 5 FT (1.5 M) NORTHWEST
 DO2070'OF THE SOUTHWEST CORNER OF THE BRICK HOUSING FOR THE FIRE HOUSE BELL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6082 ***********************************************************************
 KV6082  DESIGNATION -  21 D 1
 KV6082  PID         -  KV6082
 KV6082  STATE/COUNTY-  NJ/WARREN
 KV6082  COUNTRY     -  US
 KV6082  USGS QUAD   -  EASTON (2019)
 KV6082
 KV6082                         *CURRENT SURVEY CONTROL
 KV6082  ______________________________________________________________________
 KV6082* NAD 83(2011) POSITION- 40 38 12.40950(N) 075 11 15.31671(W)   ADJUSTED
 KV6082* NAD 83(2011) ELLIP HT-    20.200 (meters)        (06/27/12)   ADJUSTED
 KV6082* NAD 83(2011) EPOCH   -  2010.00
 KV6082* NAVD 88 ORTHO HEIGHT -    54.332 (meters)      178.25  (feet) ADJUSTED
 KV6082  ______________________________________________________________________
 KV6082  GEOID HEIGHT    -        -34.140 (meters)                     GEOID18
 KV6082  NAD 83(2011) X  -  1,239,153.642 (meters)                     COMP
 KV6082  NAD 83(2011) Y  - -4,685,897.821 (meters)                     COMP
 KV6082  NAD 83(2011) Z  -  4,131,910.959 (meters)                     COMP
 KV6082  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 KV6082  DYNAMIC HEIGHT  -         54.307 (meters)      178.17  (feet) COMP
 KV6082  MODELED GRAVITY -    980,155.4   (mgal)                       NAVD 88
 KV6082
 KV6082  VERT ORDER      -  FIRST     CLASS I
 KV6082
 KV6082  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6082  Standards:
 KV6082         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6082            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6082  -------------------------------------------------------------------
 KV6082  NETWORK    0.83   1.45           0.35   0.33   0.74      0.03898949
 KV6082  -------------------------------------------------------------------
 KV6082  Click here for local accuracies and other accuracy information.
 KV6082
 KV6082.The horizontal coordinates were established by GPS observations
 KV6082.and adjusted by the National Geodetic Survey in June 2012.
 KV6082
 KV6082.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6082.been affixed to the stable North American tectonic plate. See 
 KV6082.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6082
 KV6082.The horizontal coordinates are valid at the epoch date displayed above
 KV6082.which is a decimal equivalence of Year/Month/Day.
 KV6082
 KV6082.The orthometric height was determined by differential leveling and
 KV6082.adjusted by the NATIONAL GEODETIC SURVEY
 KV6082.in June 1991.
 KV6082
 KV6082.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6082.GEOID18 height accuracy estimate available here.
 KV6082
 KV6082.Click photographs - Photos may exist for this station.
 KV6082
 KV6082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6082
 KV6082.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6082
 KV6082.The ellipsoidal height was determined by GPS observations
 KV6082.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6082
 KV6082;                    North         East     Units Scale Factor Converg.
 KV6082;SPC NJ       -   200,443.206    91,838.851   MT  0.99994162   -0 26 52.1
 KV6082;SPC NJ       -   657,620.75    301,307.96   sFT  0.99994162   -0 26 52.1
 KV6082;SPC PA S     -   147,873.885   816,730.108   MT  0.99996476   +1 39 44.9
 KV6082;SPC PA S     -   485,149.57  2,679,555.36   sFT  0.99996476   +1 39 44.9
 KV6082;UTM  18      - 4,498,454.428   484,137.272   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8413798454(NAD 83)
 KV6082
 KV6082                          SUPERSEDED SURVEY CONTROL
 KV6082
 KV6082  NAD 83(2007)-  40 38 12.40985(N)    075 11 15.31769(W) AD(2002.00) 0
 KV6082  ELLIP H (02/10/07)   20.215  (m)                       GP(2002.00)    
 KV6082  ELLIP H (10/23/02)   20.210  (m)                       GP(       ) 4 1
 KV6082  NAD 83(1996)-  40 38 12.41008(N)    075 11 15.31787(W) AD(       ) 1
 KV6082  ELLIP H (05/14/99)   20.214  (m)                       GP(       ) 4 1
 KV6082  NAD 83(1986)-  40 38 12.40856(N)    075 11 15.32054(W) AD(       ) 1
 KV6082  NAVD 88              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
 KV6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6082.See file dsdata.pdf to determine how the superseded data were derived.
 KV6082
 KV6082_MARKER: DD = SURVEY DISK
 KV6082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 08, 2025
 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  HISTORY     - 20180611 GOOD             USGS
 KV6082  HISTORY     - 20221201 GOOD             AAAS
 KV6082  HISTORY     - 20230511 GOOD             AAAS
 KV6082  HISTORY     - 20250408 GOOD             AAAS
 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.
 KV6082
 KV6082                          STATION RECOVERY (2018)
 KV6082
 KV6082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2018 (JK)
 KV6082'RECOVERED IN GOOD CONDITION.
 KV6082
 KV6082                          STATION RECOVERY (2022)
 KV6082
 KV6082'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6082'RECOVERED IN GOOD CONDITION.
 KV6082
 KV6082                          STATION RECOVERY (2023)
 KV6082
 KV6082'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 KV6082'RECOVERED IN GOOD CONDITION.
 KV6082
 KV6082                          STATION RECOVERY (2025)
 KV6082
 KV6082'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2069 ***********************************************************************
 DO2069  DESIGNATION -  21 D 2
 DO2069  PID         -  DO2069
 DO2069  STATE/COUNTY-  NJ/WARREN
 DO2069  COUNTRY     -  US
 DO2069  USGS QUAD   -  BELVIDERE (2019)
 DO2069
 DO2069                         *CURRENT SURVEY CONTROL
 DO2069  ______________________________________________________________________
 DO2069* NAD 83(1986) POSITION- 40 49 45.66   (N) 075 04 43.11   (W)   HD_HELD1
 DO2069* NAVD 88 ORTHO HEIGHT -    78.645 (meters)      258.02  (feet) ADJUSTED
 DO2069  ______________________________________________________________________
 DO2069  GEOID HEIGHT    -        -33.572 (meters)                     GEOID18
 DO2069  DYNAMIC HEIGHT  -         78.609 (meters)      257.90  (feet) COMP
 DO2069  MODELED GRAVITY -    980,175.2   (mgal)                       NAVD 88
 DO2069
 DO2069  VERT ORDER      -  SECOND    CLASS I
 DO2069
 DO2069.The horizontal coordinates were determined by differentially corrected
 DO2069.hand held GPS observations or other comparable positioning techniques
 DO2069.and have an estimated accuracy of +/- 3 meters.
 DO2069
 DO2069.The orthometric height was determined by differential leveling and
 DO2069.adjusted by the NATIONAL GEODETIC SURVEY
 DO2069.in April 2013.
 DO2069
 DO2069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2069.GEOID18 height accuracy estimate available here.
 DO2069
 DO2069.Click photographs - Photos may exist for this station.
 DO2069
 DO2069.The dynamic height is computed by dividing the NAVD 88
 DO2069.geopotential number by the normal gravity value computed on the
 DO2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2069.degrees latitude (g = 980.6199 gals.).
 DO2069
 DO2069.The modeled gravity was interpolated from observed gravity values.
 DO2069
 DO2069;                    North         East    Units  Estimated Accuracy
 DO2069;SPC NJ       -   221,759.5     101,195.3     MT  (+/- 3 meters HH1 GPS) 
 DO2069
 DO2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9336919816(NAD 83)
 DO2069
 DO2069                          SUPERSEDED SURVEY CONTROL
 DO2069
 DO2069.No superseded survey control is available for this station.
 DO2069
 DO2069_MARKER: DD = SURVEY DISK
 DO2069_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO2069_SP_SET: BALUSTRADE BASE
 DO2069_STAMPING: 21 D 2 2011
 DO2069_MARK LOGO: NJGS
 DO2069_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2069+STABILITY: SURFACE MOTION
 DO2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2069+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2022
 DO2069
 DO2069  HISTORY     - Date     Condition        Report By
 DO2069  HISTORY     - 20110818 MONUMENTED       NJGS
 DO2069  HISTORY     - 20220628 GOOD             NJGS
 DO2069
 DO2069                          STATION DESCRIPTION
 DO2069
 DO2069'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2069'THE STATION IS LOCATED IN BELVIDERE, SET IN A CONCRETE BASE FOR A
 DO2069'METAL BALUSTRADE ON THE WEST SIDE OF THE GREENWICH STREET BRIDGE
 DO2069'(COUNTY ROAD 620) SPANNING THE PEQUEST RIVER OVER THE CENTER PIER..
 DO2069'
 DO2069'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND
 DO2069'MARKET/GREENWICH STREET (COUNTY ROAD 620) IN BELVIDERE, GO 175 FT
 DO2069'(53.3 M) SOUTH ON GREENWICH STREET TO THE STATION ON THE RIGHT.
 DO2069'
 DO2069'THE STATION IS 27 FT (8.2 M) WEST OF THE CENTERLINE OF GREENWICH
 DO2069'STREET, 35.7 FT (10.9 M) SOUTH OF THE NORTH END OF THE BALUSTRADE,
 DO2069'CONTAINING THE NAME PLATE, 39 FT (11.9 M) NORTH OF THE SOUTH END OF
 DO2069'THE BALUSTRADE.
 DO2069
 DO2069                          STATION RECOVERY (2022)
 DO2069
 DO2069'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DO2069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6083 ***********************************************************************
 KV6083  DESIGNATION -  21 E 1
 KV6083  PID         -  KV6083
 KV6083  STATE/COUNTY-  NJ/WARREN
 KV6083  COUNTRY     -  US
 KV6083  USGS QUAD   -  EASTON (2019)
 KV6083
 KV6083                         *CURRENT SURVEY CONTROL
 KV6083  ______________________________________________________________________
 KV6083* NAD 83(1986) POSITION- 40 39 50.     (N) 075 11 10.     (W)   SCALED
 KV6083* NAVD 88 ORTHO HEIGHT -    55.015 (meters)      180.50  (feet) ADJUSTED
 KV6083  ______________________________________________________________________
 KV6083  GEOID HEIGHT    -        -34.095 (meters)                     GEOID18
 KV6083  DYNAMIC HEIGHT  -         54.989 (meters)      180.41  (feet) COMP
 KV6083  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 KV6083
 KV6083  VERT ORDER      -  FIRST     CLASS I
 KV6083
 KV6083.The horizontal coordinates were scaled from a map and have
 KV6083.an estimated accuracy of +/- 6 seconds.
 KV6083
 KV6083.The orthometric height was determined by differential leveling and
 KV6083.adjusted by the NATIONAL GEODETIC SURVEY
 KV6083.in June 1991.
 KV6083
 KV6083.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6083.GEOID18 height accuracy estimate available here.
 KV6083
 KV6083.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL842014(NAD 83)
 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
 KV6083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6083.See file dsdata.pdf to determine how the superseded data were derived.
 KV6083
 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 = JULY 24, 2026 22:12:30 EDT
 DO2067 ***********************************************************************
 DO2067  DESIGNATION -  21 E 2
 DO2067  PID         -  DO2067
 DO2067  STATE/COUNTY-  NJ/WARREN
 DO2067  COUNTRY     -  US
 DO2067  USGS QUAD   -  BELVIDERE (2019)
 DO2067
 DO2067                         *CURRENT SURVEY CONTROL
 DO2067  ______________________________________________________________________
 DO2067* NAD 83(1986) POSITION- 40 49 45.27   (N) 075 05 00.96   (W)   HD_HELD1
 DO2067* NAVD 88 ORTHO HEIGHT -    79.383 (meters)      260.44  (feet) ADJUSTED
 DO2067  ______________________________________________________________________
 DO2067  GEOID HEIGHT    -        -33.579 (meters)                     GEOID18
 DO2067  DYNAMIC HEIGHT  -         79.348 (meters)      260.33  (feet) COMP
 DO2067  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 DO2067
 DO2067  VERT ORDER      -  SECOND    CLASS I
 DO2067
 DO2067.The horizontal coordinates were determined by differentially corrected
 DO2067.hand held GPS observations or other comparable positioning techniques
 DO2067.and have an estimated accuracy of +/- 3 meters.
 DO2067
 DO2067.The orthometric height was determined by differential leveling and
 DO2067.adjusted by the NATIONAL GEODETIC SURVEY
 DO2067.in April 2013.
 DO2067
 DO2067.No vertical observational check was made to the station.
 DO2067
 DO2067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2067.GEOID18 height accuracy estimate available here.
 DO2067
 DO2067.Click photographs - Photos may exist for this station.
 DO2067
 DO2067.The dynamic height is computed by dividing the NAVD 88
 DO2067.geopotential number by the normal gravity value computed on the
 DO2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2067.degrees latitude (g = 980.6199 gals.).
 DO2067
 DO2067.The modeled gravity was interpolated from observed gravity values.
 DO2067
 DO2067;                    North         East    Units  Estimated Accuracy
 DO2067;SPC NJ       -   221,750.3     100,777.0     MT  (+/- 3 meters HH1 GPS) 
 DO2067
 DO2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9295019804(NAD 83)
 DO2067
 DO2067                          SUPERSEDED SURVEY CONTROL
 DO2067
 DO2067.No superseded survey control is available for this station.
 DO2067
 DO2067_MARKER: DD = SURVEY DISK
 DO2067_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2067_SP_SET: BRIDGE ABUTMENT
 DO2067_STAMPING: 21 E 2 2011
 DO2067_MARK LOGO: NJGS
 DO2067_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2067+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2011
 DO2067
 DO2067  HISTORY     - Date     Condition        Report By
 DO2067  HISTORY     - 20110818 MONUMENTED       NJGS
 DO2067  HISTORY     - 20180709 GOOD             SKLAR
 DO2067
 DO2067                          STATION DESCRIPTION
 DO2067
 DO2067'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2067'THE STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) NORTH OF BLOOMSBURY,
 DO2067'7.3 MI (11.7 KM) NORTHWEST OF WASHINGTON AND IN THE TOWN OF BELVIDERE,
 DO2067'NJ.
 DO2067'
 DO2067'THE STATION IS LOCATED IN BELVIDERE, SET IN A DRILL HOLE IN THE NORTH
 DO2067'END OF THE EASTERLY ABUTMENT AT THE SIDEWALK LEVEL ON THE WATER STREET
 DO2067'BRIDGE SPANNING THE DELAWARE RIVER INTO RIVERTON.
 DO2067'
 DO2067'THE STATION IS 17 FT (5.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DO2067'MARTINS CREEK-BELVIDERE HIGHWAY IN RIVERTON, 1.5 FT (0.5 M) SOUTHWEST
 DO2067'OF THE REDEDICATION PLAQUE (CIRCA 2007), 44 FT (13.4 M)
 DO2067'SOUTH-SOUTHWEST OF POLE NUMBER NJ76BD, 7.5 FT (2.3 M) NORTHEAST OF THE
 DO2067'BRIDGE TRUSS AT THE SIDEWALK LEVEL ON THE NORTHEAST SIDE OF THE
 DO2067'BRIDGE.
 DO2067
 DO2067                          STATION RECOVERY (2018)
 DO2067
 DO2067'RECOVERY NOTE BY DENNIS W SKLAR INC 2018 (DWS)
 DO2067'GPS OBSERVATIONS MAY BE ACHIEVABLE DURING WINTER MONTHS, BUT NOT
 DO2067'DURING SPRING OR SUMMER DUE TO A DECIDUOUS TREE WITH A LARGE CANOPY
 DO2067'OVER THE MARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6084  USGS QUAD   -  EASTON (2019)
 KV6084
 KV6084                         *CURRENT SURVEY CONTROL
 KV6084  ______________________________________________________________________
 KV6084* NAD 83(2011) POSITION- 40 40 48.58892(N) 075 10 45.38215(W)   ADJUSTED
 KV6084* NAD 83(2011) ELLIP HT-    24.650 (meters)        (06/27/12)   ADJUSTED
 KV6084* NAD 83(2011) EPOCH   -  2010.00
 KV6084* NAVD 88 ORTHO HEIGHT -    58.716 (meters)      192.64  (feet) ADJUSTED
 KV6084  ______________________________________________________________________
 KV6084  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 KV6084  NAD 83(2011) X  -  1,239,031.625 (meters)                     COMP
 KV6084  NAD 83(2011) Y  - -4,682,686.727 (meters)                     COMP
 KV6084  NAD 83(2011) Z  -  4,135,568.523 (meters)                     COMP
 KV6084  LAPLACE CORR    -          3.06  (seconds)                    DEFLEC18
 KV6084  DYNAMIC HEIGHT  -         58.688 (meters)      192.55  (feet) COMP
 KV6084  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 KV6084
 KV6084  VERT ORDER      -  FIRST     CLASS I
 KV6084
 KV6084  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6084  Standards:
 KV6084         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6084            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6084  -------------------------------------------------------------------
 KV6084  NETWORK    0.68   2.18           0.30   0.25   1.11     -0.07682670
 KV6084  -------------------------------------------------------------------
 KV6084  Click here for local accuracies and other accuracy information.
 KV6084
 KV6084.The horizontal coordinates were established by GPS observations
 KV6084.and adjusted by the National Geodetic Survey in June 2012.
 KV6084
 KV6084.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6084.been affixed to the stable North American tectonic plate. See 
 KV6084.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6084
 KV6084.The horizontal coordinates are valid at the epoch date displayed above
 KV6084.which is a decimal equivalence of Year/Month/Day.
 KV6084
 KV6084.The orthometric height was determined by differential leveling and
 KV6084.adjusted by the NATIONAL GEODETIC SURVEY
 KV6084.in June 1991.
 KV6084
 KV6084.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6084.GEOID18 height accuracy estimate available here.
 KV6084
 KV6084.Click photographs - Photos may exist for this station.
 KV6084
 KV6084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6084
 KV6084.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6084
 KV6084.The ellipsoidal height was determined by GPS observations
 KV6084.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6084
 KV6084;                    North         East     Units Scale Factor Converg.
 KV6084;SPC NJ       -   205,254.896    92,579.424   MT  0.99994057   -0 26 34.0
 KV6084;SPC NJ       -   673,407.10    303,737.66   sFT  0.99994057   -0 26 34.0
 KV6084;SPC PA S     -   152,709.705   817,292.995   MT  0.99996750   +1 40 04.3
 KV6084;SPC PA S     -   501,015.09  2,681,402.10   sFT  0.99996750   +1 40 04.3
 KV6084;UTM  18      - 4,503,268.623   484,850.232   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8485003268(NAD 83)
 KV6084
 KV6084                          SUPERSEDED SURVEY CONTROL
 KV6084
 KV6084  NAD 83(2007)-  40 40 48.58897(N)    075 10 45.38264(W) AD(2002.00) 0
 KV6084  ELLIP H (02/10/07)   24.673  (m)                       GP(2002.00)    
 KV6084  ELLIP H (09/23/02)   24.661  (m)                       GP(       ) 4 1
 KV6084  NAD 83(1996)-  40 40 48.58914(N)    075 10 45.38305(W) AD(       ) B
 KV6084  ELLIP H (08/14/98)   24.661  (m)                       GP(       ) 3 2
 KV6084  NAD 83(1986)-  40 40 48.58764(N)    075 10 45.38517(W) AD(       ) 1
 KV6084  NAVD 88              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
 KV6084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6084.See file dsdata.pdf to determine how the superseded data were derived.
 KV6084
 KV6084_MARKER: DD = SURVEY DISK
 KV6084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - October 03, 2024
 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  HISTORY     - 20091111 GOOD             SURSAT
 KV6084  HISTORY     - 20241003 GOOD             LOCSUR
 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.
 KV6084
 KV6084                          STATION RECOVERY (2009)
 KV6084
 KV6084'RECOVERY NOTE BY SURVSAT 2009 (BRB)
 KV6084'MERRIT SALES IS NOW WARREN LUMBER AND MILLWORK, AN ACTIVE LUMBERYARD.
 KV6084'THE PROPERTY IS ENCLOSED BY AN 8 FOOT HIGH CHAIN LINK FENCE. ACCESS TO
 KV6084'THE MARK MUST BE DURING NORMAL WORKING HOURS. THE YARD IS OPEN FROM
 KV6084'APPROXIMATELY 8 TO 5 MONDAY THROUGH SATURDAY. THE FENCE IS ONLY A FEW
 KV6084'FEET AWAY BETWEEN THE MARK AND THE TRACKS AND MAY CREATE SOME
 KV6084'MULTIPATH. THE FIBERGLASS WITNESS POST NO LONGER EXISTS.
 KV6084
 KV6084                          STATION RECOVERY (2024)
 KV6084
 KV6084'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (JB)
 KV6084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2073 ***********************************************************************
 DO2073  DESIGNATION -  21 F 2
 DO2073  PID         -  DO2073
 DO2073  STATE/COUNTY-  NJ/WARREN
 DO2073  COUNTRY     -  US
 DO2073  USGS QUAD   -  BELVIDERE (2019)
 DO2073
 DO2073                         *CURRENT SURVEY CONTROL
 DO2073  ______________________________________________________________________
 DO2073* NAD 83(1986) POSITION- 40 49 39.81   (N) 075 04 37.37   (W)   HD_HELD1
 DO2073* NAVD 88 ORTHO HEIGHT -    86.485 (meters)      283.74  (feet) ADJUSTED
 DO2073  ______________________________________________________________________
 DO2073  GEOID HEIGHT    -        -33.573 (meters)                     GEOID18
 DO2073  DYNAMIC HEIGHT  -         86.446 (meters)      283.61  (feet) COMP
 DO2073  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 DO2073
 DO2073  VERT ORDER      -  SECOND    CLASS I
 DO2073
 DO2073.The horizontal coordinates were determined by differentially corrected
 DO2073.hand held GPS observations or other comparable positioning techniques
 DO2073.and have an estimated accuracy of +/- 3 meters.
 DO2073
 DO2073.The orthometric height was determined by differential leveling and
 DO2073.adjusted by the NATIONAL GEODETIC SURVEY
 DO2073.in April 2013.
 DO2073
 DO2073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2073.GEOID18 height accuracy estimate available here.
 DO2073
 DO2073.Click photographs - Photos may exist for this station.
 DO2073
 DO2073.The dynamic height is computed by dividing the NAVD 88
 DO2073.geopotential number by the normal gravity value computed on the
 DO2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2073.degrees latitude (g = 980.6199 gals.).
 DO2073
 DO2073.The modeled gravity was interpolated from observed gravity values.
 DO2073
 DO2073;                    North         East    Units  Estimated Accuracy
 DO2073;SPC NJ       -   221,578.2     101,328.6     MT  (+/- 3 meters HH1 GPS) 
 DO2073
 DO2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9350319636(NAD 83)
 DO2073
 DO2073                          SUPERSEDED SURVEY CONTROL
 DO2073
 DO2073.No superseded survey control is available for this station.
 DO2073
 DO2073_MARKER: DD = SURVEY DISK
 DO2073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2073_SP_SET: RETAINING WALL
 DO2073_STAMPING: 21 F 2 2011
 DO2073_MARK LOGO: NJGS
 DO2073_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2073+STABILITY: SURFACE MOTION
 DO2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2073+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 DO2073
 DO2073  HISTORY     - Date     Condition        Report By
 DO2073  HISTORY     - 20110822 MONUMENTED       NJGS
 DO2073
 DO2073                          STATION DESCRIPTION
 DO2073
 DO2073'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2073'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH OF BLOOMSBURY,
 DO2073'7.0 MI (11.3 KM) NORTHWEST OF WASHINGTON AND IN THE TOWN OF BELVIDERE,
 DO2073'NJ.
 DO2073'
 DO2073'THE STATION IS LOCATED IN BELVIDERE, SET IN A DRILL HOLE IN THE
 DO2073'RETAINING WALL ON THE EAST SIDE OF THE PARKING LOT FOR THE WARREN
 DO2073'COUNTY SHERIFF DEPARTMENT FRONTING MANSFIELD STREET ON THE WEST SIDE
 DO2073'OF THE WARREN COUNTY COURTHOUSE COMPLEX.
 DO2073'
 DO2073'THE STATION IS 175 FT (53.3 M) NORTH OF THE CENTERLINE OF VETERANS
 DO2073'PLACE FRONTING THE COURTHOUSE BUILDING, 105 FT (32.0 M) EAST OF
 DO2073'MANSFIELD STREET, 21.2 FT (6.5 M) NORTH-NORTHEAST OF THE NORTHEAST
 DO2073'CORNER OF A DOORWAY TO THE SHERIFFS WING, 47 FT (14.3 M) SOUTH OF THE
 DO2073'NORTH END OF THE WALL, 7 FT (2.1 M) NORTH OF THE SOUTH END OF THE
 DO2073'WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6087 ***********************************************************************
 KV6087  DESIGNATION -  21 G 1
 KV6087  PID         -  KV6087
 KV6087  STATE/COUNTY-  NJ/WARREN
 KV6087  COUNTRY     -  US
 KV6087  USGS QUAD   -  EASTON (2019)
 KV6087
 KV6087                         *CURRENT SURVEY CONTROL
 KV6087  ______________________________________________________________________
 KV6087* NAD 83(1986) POSITION- 40 39 08.17   (N) 075 11 46.26   (W)   HD_HELD1
 KV6087* NAVD 88 ORTHO HEIGHT -    55.555 (meters)      182.27  (feet) ADJUSTED
 KV6087  ______________________________________________________________________
 KV6087  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 KV6087  DYNAMIC HEIGHT  -         55.529 (meters)      182.18  (feet) COMP
 KV6087  MODELED GRAVITY -    980,143.2   (mgal)                       NAVD 88
 KV6087
 KV6087  VERT ORDER      -  FIRST     CLASS I
 KV6087
 KV6087.The horizontal coordinates were determined by differentially corrected
 KV6087.hand held GPS observations or other comparable positioning techniques
 KV6087.and have an estimated accuracy of +/- 3 meters.
 KV6087
 KV6087.The orthometric height was determined by differential leveling and
 KV6087.adjusted by the NATIONAL GEODETIC SURVEY
 KV6087.in June 1991.
 KV6087
 KV6087.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6087.GEOID18 height accuracy estimate available here.
 KV6087
 KV6087.Click photographs - Photos may exist for this station.
 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       -   202,168.8      91,125.4     MT  (+/- 3 meters HH1 GPS) 
 KV6087
 KV6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8341400175(NAD 83)
 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
 KV6087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6087.See file dsdata.pdf to determine how the superseded data were derived.
 KV6087
 KV6087_MARKER: DD = SURVEY DISK
 KV6087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6087_STAMPING: 21 G 1 1989
 KV6087_MARK LOGO: NJGS
 KV6087_PROJECTION: FLUSH
 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 - June 01, 2023
 KV6087
 KV6087  HISTORY     - Date     Condition        Report By
 KV6087  HISTORY     - 1989     MONUMENTED       NJGS
 KV6087  HISTORY     - 20170416 GOOD             INDIV
 KV6087  HISTORY     - 20230601 GOOD             AAAS
 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.
 KV6087
 KV6087                          STATION RECOVERY (2017)
 KV6087
 KV6087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (MTM)
 KV6087'MARK IS CLOSE TO EDGE OF PAVEMENT.
 KV6087'SCRATCHES ON DISK, POSSIBLY FROM SNOWPLOWS.
 KV6087
 KV6087                          STATION RECOVERY (2023)
 KV6087
 KV6087'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 KV6087'THE RED FRAME BARN MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 KV6087'DEMOLISHED AT SOME TIME IN THE PAST.  WOOD UTILITY POLE NUMBER NJ3W PT
 KV6087'HAS BEEN RENAMED AS NJ341 PT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2078 ***********************************************************************
 DO2078  DESIGNATION -  21 G 2
 DO2078  PID         -  DO2078
 DO2078  STATE/COUNTY-  NJ/WARREN
 DO2078  COUNTRY     -  US
 DO2078  USGS QUAD   -  BELVIDERE (2019)
 DO2078
 DO2078                         *CURRENT SURVEY CONTROL
 DO2078  ______________________________________________________________________
 DO2078* NAD 83(1986) POSITION- 40 48 46.99   (N) 075 04 32.63   (W)   HD_HELD1
 DO2078* NAVD 88 ORTHO HEIGHT -    97.632 (meters)      320.31  (feet) ADJUSTED
 DO2078  ______________________________________________________________________
 DO2078  GEOID HEIGHT    -        -33.597 (meters)                     GEOID18
 DO2078  DYNAMIC HEIGHT  -         97.588 (meters)      320.17  (feet) COMP
 DO2078  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 DO2078
 DO2078  VERT ORDER      -  SECOND    CLASS I
 DO2078
 DO2078.The horizontal coordinates were determined by differentially corrected
 DO2078.hand held GPS observations or other comparable positioning techniques
 DO2078.and have an estimated accuracy of +/- 3 meters.
 DO2078
 DO2078.The orthometric height was determined by differential leveling and
 DO2078.adjusted by the NATIONAL GEODETIC SURVEY
 DO2078.in April 2013.
 DO2078
 DO2078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2078.GEOID18 height accuracy estimate available here.
 DO2078
 DO2078.Click photographs - Photos may exist for this station.
 DO2078
 DO2078.The dynamic height is computed by dividing the NAVD 88
 DO2078.geopotential number by the normal gravity value computed on the
 DO2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2078.degrees latitude (g = 980.6199 gals.).
 DO2078
 DO2078.The modeled gravity was interpolated from observed gravity values.
 DO2078
 DO2078;                    North         East    Units  Estimated Accuracy
 DO2078;SPC NJ       -   219,948.3     101,428.9     MT  (+/- 3 meters HH1 GPS) 
 DO2078
 DO2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9361218007(NAD 83)
 DO2078
 DO2078                          SUPERSEDED SURVEY CONTROL
 DO2078
 DO2078.No superseded survey control is available for this station.
 DO2078
 DO2078_MARKER: DD = SURVEY DISK
 DO2078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2078_SP_SET: CULVERT
 DO2078_STAMPING: 21 G 2 2011
 DO2078_MARK LOGO: NJGS
 DO2078_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2078+STABILITY: SURFACE MOTION
 DO2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2078+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2011
 DO2078
 DO2078  HISTORY     - Date     Condition        Report By
 DO2078  HISTORY     - 20110825 MONUMENTED       NJGS
 DO2078
 DO2078                          STATION DESCRIPTION
 DO2078
 DO2078'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2078'THE STATION IS LOCATED IN WHITE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DO2078'SOUTH END OF A CONCRETE CULVERT ON THE EAST SIDE OF
 DO2078'PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD 620).
 DO2078'
 DO2078'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2078'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.2 MI (1.9 KM) SOUTH ON
 DO2078'GREENWICH STREET (COUNTY ROAD 620) TO THE STATION ON THE LEFT.
 DO2078'
 DO2078'THE REACH THE STATION FROM THE T-JUNCTION OF SOUTH BRIDGEVILLE ROAD
 DO2078'(COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD
 DO2078'620), GO 0.4 MI (0.6 KM) NORTH ON COUNTY ROAD 620 TO THE STATION ON
 DO2078'THE RIGHT.
 DO2078'
 DO2078'THE STATION IS 3.5 FT (1.1 M) EAST OF THE EAST EDGE OF PAVING OF
 DO2078'PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD 620), 22 FT (6.7 M) EAST
 DO2078'OF THE CENTERLINE OF PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD 620),
 DO2078'47.2 FT (14.4 M) EAST-NORTHEAST OF POLE NUMBER F-17 2714, 2 FT (0.6 M)
 DO2078'NORTHEAST OF A HIGHWAY REFLECTOR WITH A WITNESS SIGN ATTACHED, 179 FT
 DO2078'(54.6 M) SOUTH OF THE RANGE OF POLE NUMBER F-16 2713, 227 FT (69.2 M)
 DO2078'NORTH OF THE RANGE OF POLE NUMBER 8 (WJ TELEPHONE CO.).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2079 ***********************************************************************
 DO2079  DESIGNATION -  21 H 2
 DO2079  PID         -  DO2079
 DO2079  STATE/COUNTY-  NJ/WARREN
 DO2079  COUNTRY     -  US
 DO2079  USGS QUAD   -  BELVIDERE (2019)
 DO2079
 DO2079                         *CURRENT SURVEY CONTROL
 DO2079  ______________________________________________________________________
 DO2079* NAD 83(1986) POSITION- 40 48 27.16   (N) 075 04 31.68   (W)   HD_HELD1
 DO2079* NAVD 88 ORTHO HEIGHT -   101.163 (meters)      331.90  (feet) ADJUSTED
 DO2079  ______________________________________________________________________
 DO2079  GEOID HEIGHT    -        -33.605 (meters)                     GEOID18
 DO2079  DYNAMIC HEIGHT  -        101.117 (meters)      331.75  (feet) COMP
 DO2079  MODELED GRAVITY -    980,170.6   (mgal)                       NAVD 88
 DO2079
 DO2079  VERT ORDER      -  SECOND    CLASS I
 DO2079
 DO2079.The horizontal coordinates were determined by differentially corrected
 DO2079.hand held GPS observations or other comparable positioning techniques
 DO2079.and have an estimated accuracy of +/- 3 meters.
 DO2079
 DO2079.The orthometric height was determined by differential leveling and
 DO2079.adjusted by the NATIONAL GEODETIC SURVEY
 DO2079.in April 2013.
 DO2079
 DO2079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2079.GEOID18 height accuracy estimate available here.
 DO2079
 DO2079.Click photographs - Photos may exist for this station.
 DO2079
 DO2079.The dynamic height is computed by dividing the NAVD 88
 DO2079.geopotential number by the normal gravity value computed on the
 DO2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2079.degrees latitude (g = 980.6199 gals.).
 DO2079
 DO2079.The modeled gravity was interpolated from observed gravity values.
 DO2079
 DO2079;                    North         East    Units  Estimated Accuracy
 DO2079;SPC NJ       -   219,336.5     101,447.2     MT  (+/- 3 meters HH1 GPS) 
 DO2079
 DO2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9363417395(NAD 83)
 DO2079
 DO2079                          SUPERSEDED SURVEY CONTROL
 DO2079
 DO2079.No superseded survey control is available for this station.
 DO2079
 DO2079_MARKER: DD = SURVEY DISK
 DO2079_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2079_SP_SET: CURB
 DO2079_STAMPING: 21 H 2 2011
 DO2079_MARK LOGO: NJGS
 DO2079_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2079+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2024
 DO2079
 DO2079  HISTORY     - Date     Condition        Report By
 DO2079  HISTORY     - 20110825 MONUMENTED       NJGS
 DO2079  HISTORY     - 20240104 GOOD             NJGS
 DO2079
 DO2079                          STATION DESCRIPTION
 DO2079
 DO2079'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2079'THE STATION IS LOCATED IN WHITE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DO2079'EAST CURB OF PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD 620).
 DO2079'
 DO2079'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2079'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 DO2079'GREENWICH STREET (COUNTY ROAD 620) TO THE STATION ON THE LEFT.
 DO2079'
 DO2079'THE REACH THE STATION FROM THE T-JUNCTION OF SOUTH BRIDGEVILLE ROAD
 DO2079'(COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD
 DO2079'620), GO 133 FT (40.5 M) NORTH ON COUNTY ROAD 620 TO THE STATION ON
 DO2079'THE RIGHT.
 DO2079'
 DO2079'THE STATION IS 51.2 FT (15.6 M) EAST-NORTHEAST OF POLE NUMBER 2724,
 DO2079'29.5 FT (9.0 M) WEST OF THE NORTHWEST CORNER OF HOUSE NUMBER 2 33.2 FT
 DO2079'(10.1 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE SAME HOUSE, 9 FT
 DO2079'(2.7 M) NORTH OF THE CENTER CURB PIECE OF AN INLET, 24 FT (7.3 M)
 DO2079'SOUTH OF A SIGN (WEIGHT LIMIT 8 TONS) WITH A WITNESS SIGN ATTACHED, 20
 DO2079'FT (6.1 M) EAST OF THE CENTERLINE OF COUNTY ROAD 620.
 DO2079
 DO2079                          STATION RECOVERY (2024)
 DO2079
 DO2079'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DO2079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6883 ***********************************************************************
 KV6883  DESIGNATION -  21 J 1
 KV6883  PID         -  KV6883
 KV6883  STATE/COUNTY-  NJ/WARREN
 KV6883  COUNTRY     -  US
 KV6883  USGS QUAD   -  EASTON (2019)
 KV6883
 KV6883                         *CURRENT SURVEY CONTROL
 KV6883  ______________________________________________________________________
 KV6883* NAD 83(2011) POSITION- 40 42 12.66690(N) 075 09 20.17932(W)   ADJUSTED
 KV6883* NAD 83(2011) ELLIP HT-    76.907 (meters)        (06/27/12)   ADJUSTED
 KV6883* NAD 83(2011) EPOCH   -  2010.00
 KV6883* NAVD 88 ORTHO HEIGHT -   110.9   (meters)      364.    (feet) GPS OBS
 KV6883  ______________________________________________________________________
 KV6883  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6883  GEOID HEIGHT    -        -34.240 (meters)                     GEOID93
 KV6883  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 KV6883  NAD 83(2011) X  -  1,240,542.754 (meters)                     COMP
 KV6883  NAD 83(2011) Y  - -4,680,578.284 (meters)                     COMP
 KV6883  NAD 83(2011) Z  -  4,137,569.091 (meters)                     COMP
 KV6883  LAPLACE CORR    -          3.47  (seconds)                    DEFLEC18
 KV6883
 KV6883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6883  Standards:
 KV6883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6883  -------------------------------------------------------------------
 KV6883  NETWORK    0.82   1.41           0.33   0.34   0.72      0.03162845
 KV6883  -------------------------------------------------------------------
 KV6883  Click here for local accuracies and other accuracy information.
 KV6883
 KV6883.The horizontal coordinates were established by GPS observations
 KV6883.and adjusted by the National Geodetic Survey in June 2012.
 KV6883
 KV6883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6883.been affixed to the stable North American tectonic plate. See 
 KV6883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6883
 KV6883.The horizontal coordinates are valid at the epoch date displayed above
 KV6883.which is a decimal equivalence of Year/Month/Day.
 KV6883
 KV6883.The orthometric height was determined by GPS observations and a
 KV6883.high-resolution geoid model.
 KV6883
 KV6883.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6883.GEOID18 height accuracy estimate available here.
 KV6883
 KV6883.Click photographs - Photos may exist for this station.
 KV6883
 KV6883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6883
 KV6883.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6883
 KV6883.The ellipsoidal height was determined by GPS observations
 KV6883.and is referenced to NAD 83.
 KV6883
 KV6883. The following values were computed from the NAD 83(2011) position.
 KV6883
 KV6883;                    North         East     Units Scale Factor Converg.
 KV6883;SPC NJ       -   207,832.995    94,599.452   MT  0.99993777   -0 25 39.2
 KV6883;SPC NJ       -   681,865.42    310,365.04   sFT  0.99993777   -0 25 39.2
 KV6883;SPC PA S     -   155,360.531   819,216.756   MT  0.99996921   +1 40 59.6
 KV6883;SPC PA S     -   509,712.01  2,687,713.64   sFT  0.99996921   +1 40 59.6
 KV6883;UTM  18      - 4,505,857.302   486,854.883   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8685405857(NAD 83)
 KV6883
 KV6883                          SUPERSEDED SURVEY CONTROL
 KV6883
 KV6883  NAD 83(2007)-  40 42 12.66724(N)    075 09 20.18032(W) AD(2002.00) 0
 KV6883  ELLIP H (02/10/07)   76.921  (m)                       GP(2002.00)    
 KV6883  ELLIP H (10/23/02)   76.911  (m)                       GP(       ) 4 1
 KV6883  NAD 83(1996)-  40 42 12.66745(N)    075 09 20.18054(W) AD(       ) 1
 KV6883  ELLIP H (05/14/99)   76.916  (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
 KV6883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6883.See file dsdata.pdf to determine how the superseded data were derived.
 KV6883
 KV6883_MARKER: DD = SURVEY DISK
 KV6883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6883_STAMPING: 21 J 1 1993
 KV6883_MARK LOGO: NJGS
 KV6883_PROJECTION: RECESSED 10 CENTIMETERS
 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 - April 08, 2025
 KV6883
 KV6883  HISTORY     - Date     Condition        Report By
 KV6883  HISTORY     - 1993     MONUMENTED       NJGS
 KV6883  HISTORY     - 20030816 GOOD             AAAS
 KV6883  HISTORY     - 20060116 GOOD             AASCO
 KV6883  HISTORY     - 20201007 GOOD             NJGS
 KV6883  HISTORY     - 20221201 GOOD             AAAS
 KV6883  HISTORY     - 20230511 GOOD             AAAS
 KV6883  HISTORY     - 20250408 GOOD             AAAS
 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.
 KV6883
 KV6883                          STATION RECOVERY (2020)
 KV6883
 KV6883'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV6883'RECOVERED IN GOOD CONDITION.
 KV6883
 KV6883                          STATION RECOVERY (2022)
 KV6883
 KV6883'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6883'RECOVERED IN GOOD CONDITION.
 KV6883
 KV6883                          STATION RECOVERY (2023)
 KV6883
 KV6883'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 KV6883'RECOVERED IN GOOD CONDITION.
 KV6883
 KV6883                          STATION RECOVERY (2025)
 KV6883
 KV6883'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2083 ***********************************************************************
 DO2083  DESIGNATION -  21 J 2
 DO2083  PID         -  DO2083
 DO2083  STATE/COUNTY-  NJ/WARREN
 DO2083  COUNTRY     -  US
 DO2083  USGS QUAD   -  BELVIDERE (2019)
 DO2083
 DO2083                         *CURRENT SURVEY CONTROL
 DO2083  ______________________________________________________________________
 DO2083* NAD 83(1986) POSITION- 40 47 40.91   (N) 075 04 59.96   (W)   HD_HELD1
 DO2083* NAVD 88 ORTHO HEIGHT -    99.175 (meters)      325.38  (feet) ADJUSTED
 DO2083  ______________________________________________________________________
 DO2083  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 DO2083  DYNAMIC HEIGHT  -         99.130 (meters)      325.23  (feet) COMP
 DO2083  MODELED GRAVITY -    980,171.1   (mgal)                       NAVD 88
 DO2083
 DO2083  VERT ORDER      -  SECOND    CLASS I
 DO2083
 DO2083.The horizontal coordinates were determined by differentially corrected
 DO2083.hand held GPS observations or other comparable positioning techniques
 DO2083.and have an estimated accuracy of +/- 3 meters.
 DO2083
 DO2083.The orthometric height was determined by differential leveling and
 DO2083.adjusted by the NATIONAL GEODETIC SURVEY
 DO2083.in April 2013.
 DO2083
 DO2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2083.GEOID18 height accuracy estimate available here.
 DO2083
 DO2083.Click photographs - Photos may exist for this station.
 DO2083
 DO2083.The dynamic height is computed by dividing the NAVD 88
 DO2083.geopotential number by the normal gravity value computed on the
 DO2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2083.degrees latitude (g = 980.6199 gals.).
 DO2083
 DO2083.The modeled gravity was interpolated from observed gravity values.
 DO2083
 DO2083;                    North         East    Units  Estimated Accuracy
 DO2083;SPC NJ       -   217,914.3     100,774.9     MT  (+/- 3 meters HH1 GPS) 
 DO2083
 DO2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9297015970(NAD 83)
 DO2083
 DO2083                          SUPERSEDED SURVEY CONTROL
 DO2083
 DO2083.No superseded survey control is available for this station.
 DO2083
 DO2083_MARKER: DD = SURVEY DISK
 DO2083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2083_SP_SET: CULVERT HEADWALL
 DO2083_STAMPING: 21 J 2 2011
 DO2083_MARK LOGO: NJGS
 DO2083_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2083+STABILITY: SURFACE MOTION
 DO2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2083+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2011
 DO2083
 DO2083  HISTORY     - Date     Condition        Report By
 DO2083  HISTORY     - 20110825 MONUMENTED       NJGS
 DO2083
 DO2083                          STATION DESCRIPTION
 DO2083
 DO2083'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2083'THE STATION IS LOCATED IN WHITE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DO2083'WEST END OF A HEADWALL FOR A CONCRETE SINGLE-ARCH CULVERT OF GASTON
 DO2083'PLACE SPANNING BUCKHORN CREEK IN LOMMASONS GLEN.
 DO2083'
 DO2083'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2083'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 DO2083'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION OF SOUTH
 DO2083'BRIDGEVILLE ROAD (COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2083'(COUNTY ROAD 620).  CONTINUE 0.9 MI (1.4 KM) SOUTH ON COUNTY ROAD 519
 DO2083'TO THE Y-JUNCTION WITH GASTON PLACE.  TURN LEFT AND GO TO THE STATION
 DO2083'ON THE RIGHT.
 DO2083'
 DO2083'THE REACH THE STATION FROM THE JUNCTION OF ROXBURY STATION ROAD
 DO2083'(COUNTY ROAD 622)/ROXBURY HILL ROAD AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2083'(COUNTY ROAD 519), GO 1.35 MI (2.2 KM) NORTH ON COUNTY ROAD 519 TO THE
 DO2083'REVERSE Y-JUNCTION WITH GASTON PLACE.
 DO2083'
 DO2083'THE STATION IS 13.5 FT (4.1 M) WEST OF THE CENTERLINE OF GASTON PLACE,
 DO2083'15 FT (4.6 M) NORTH OF THE CENTER OF THE CULVERT, 50.5 FT (15.4 M)
 DO2083'EAST-SOUTHEAST OF POLE NUMBER F-56 2765, 72 FT (21.9 M) EAST OF THE
 DO2083'CENTERLINE OF COUNTY ROAD 519, 90 FT (27.4 M) NORTH OF THE NORTHEAST
 DO2083'CORNER OF AN AUTO REPAIR BUSINESS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6884  USGS QUAD   -  EASTON (2019)
 KV6884
 KV6884                         *CURRENT SURVEY CONTROL
 KV6884  ______________________________________________________________________
 KV6884* NAD 83(2011) POSITION- 40 40 15.15341(N) 075 07 47.15665(W)   ADJUSTED
 KV6884* NAD 83(2011) ELLIP HT-    58.480 (meters)        (06/27/12)   ADJUSTED
 KV6884* NAD 83(2011) EPOCH   -  2010.00
 KV6884* NAVD 88 ORTHO HEIGHT -    92.480 (meters)      303.41  (feet) ADJUSTED
 KV6884  ______________________________________________________________________
 KV6884  GEOID HEIGHT    -        -33.994 (meters)                     GEOID18
 KV6884  NAD 83(2011) X  -  1,243,256.390 (meters)                     COMP
 KV6884  NAD 83(2011) Y  - -4,682,288.889 (meters)                     COMP
 KV6884  NAD 83(2011) Z  -  4,134,808.363 (meters)                     COMP
 KV6884  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 KV6884  DYNAMIC HEIGHT  -         92.437 (meters)      303.27  (feet) COMP
 KV6884  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 KV6884
 KV6884  VERT ORDER      -  FIRST     CLASS II
 KV6884
 KV6884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6884  Standards:
 KV6884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6884  -------------------------------------------------------------------
 KV6884  NETWORK    0.88   1.55           0.40   0.30   0.79     -0.09445786
 KV6884  -------------------------------------------------------------------
 KV6884  Click here for local accuracies and other accuracy information.
 KV6884
 KV6884.The horizontal coordinates were established by GPS observations
 KV6884.and adjusted by the National Geodetic Survey in June 2012.
 KV6884
 KV6884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6884.been affixed to the stable North American tectonic plate. See 
 KV6884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6884
 KV6884.The horizontal coordinates are valid at the epoch date displayed above
 KV6884.which is a decimal equivalence of Year/Month/Day.
 KV6884
 KV6884.The orthometric height was determined by differential leveling and
 KV6884.adjusted by the NATIONAL GEODETIC SURVEY
 KV6884.in March 2005.
 KV6884
 KV6884.No vertical observational check was made to the station.
 KV6884
 KV6884.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6884.GEOID18 height accuracy estimate available here.
 KV6884
 KV6884.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 KV6884
 KV6884.The ellipsoidal height was determined by GPS observations
 KV6884.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6884
 KV6884;                    North         East     Units Scale Factor Converg.
 KV6884;SPC NJ       -   204,192.455    96,757.016   MT  0.99993488   -0 24 37.6
 KV6884;SPC NJ       -   669,921.41    317,443.64   sFT  0.99993488   -0 24 37.6
 KV6884;SPC PA S     -   151,801.809   821,507.004   MT  0.99996686   +1 41 60.0
 KV6884;SPC PA S     -   498,036.44  2,695,227.56   sFT  0.99996686   +1 41 60.0
 KV6884;UTM  18      - 4,502,230.310   489,032.395   MT  0.99960148   -0 05 04.5
 KV6884
 KV6884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6884!SPC NJ       -   0.99999083  x   0.99993488  =   0.99992571
 KV6884!SPC PA S     -   0.99999083  x   0.99996686  =   0.99995769
 KV6884!UTM  18      -   0.99999083  x   0.99960148  =   0.99959231
 KV6884
 KV6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8903202230(NAD 83)
 KV6884
 KV6884                          SUPERSEDED SURVEY CONTROL
 KV6884
 KV6884  NAD 83(2007)-  40 40 15.15356(N)    075 07 47.15697(W) AD(2002.00) 0
 KV6884  ELLIP H (02/10/07)   58.512  (m)                       GP(2002.00)    
 KV6884  NAD 83(1996)-  40 40 15.15364(N)    075 07 47.15742(W) AD(       ) A
 KV6884  ELLIP H (09/24/01)   58.503  (m)                       GP(       ) 4 1
 KV6884  NAD 83(1996)-  40 40 15.15377(N)    075 07 47.15713(W) AD(       ) 1
 KV6884  ELLIP H (05/14/99)   58.510  (m)                       GP(       ) 4 1
 KV6884  NAD 83(1986)-  40 40 15.15226(N)    075 07 47.15966(W) AD(       ) 1
 KV6884  NAVD 88 (12/17/93)   92.5    (m)  GEOID93  model used  GPS OBS        
 KV6884
 KV6884.Superseded values are not recommended for survey control.
 KV6884
 KV6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6884.See file dsdata.pdf to determine how the superseded data were derived.
 KV6884
 KV6884_MARKER: DD = SURVEY DISK
 KV6884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - June 01, 2023
 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  HISTORY     - 20090416 GOOD             JCLS
 KV6884  HISTORY     - 20230601 SEE DESCRIPTION  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.
 KV6884
 KV6884                          STATION RECOVERY (2009)
 KV6884
 KV6884'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 KV6884'RECOVERED IN GOOD CONDITION.
 KV6884
 KV6884                          STATION RECOVERY (2023)
 KV6884
 KV6884'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 KV6884'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV6884'SEARCH, PC USING GNSS EQUIPMENT, CONNECTED TO LEICA GEOSYSTEMS
 KV6884'ATLANTIC NORTH REGION SMARTNET REAL TIME NETWORK (RTN).
 KV6884'
 KV6884'THE AREA SURROUNDING THE MONUMENT LOCATION HAS BEEN RE-GRADED AT SOME
 KV6884'TIME IN THE PAST.  ONLY THE BASE OF THE MONUMENT WAS RECOVERED.  THE
 KV6884'STATION SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2087 ***********************************************************************
 DO2087  DESIGNATION -  21 K 2
 DO2087  PID         -  DO2087
 DO2087  STATE/COUNTY-  NJ/WARREN
 DO2087  COUNTRY     -  US
 DO2087  USGS QUAD   -  BELVIDERE (2019)
 DO2087
 DO2087                         *CURRENT SURVEY CONTROL
 DO2087  ______________________________________________________________________
 DO2087* NAD 83(1986) POSITION- 40 46 47.66   (N) 075 05 58.99   (W)   HD_HELD1
 DO2087* NAVD 88 ORTHO HEIGHT -    98.471 (meters)      323.07  (feet) ADJUSTED
 DO2087  ______________________________________________________________________
 DO2087  GEOID HEIGHT    -        -33.694 (meters)                     GEOID18
 DO2087  DYNAMIC HEIGHT  -         98.426 (meters)      322.92  (feet) COMP
 DO2087  MODELED GRAVITY -    980,170.0   (mgal)                       NAVD 88
 DO2087
 DO2087  VERT ORDER      -  SECOND    CLASS I
 DO2087
 DO2087.The horizontal coordinates were determined by differentially corrected
 DO2087.hand held GPS observations or other comparable positioning techniques
 DO2087.and have an estimated accuracy of +/- 3 meters.
 DO2087
 DO2087.The orthometric height was determined by differential leveling and
 DO2087.adjusted by the NATIONAL GEODETIC SURVEY
 DO2087.in April 2013.
 DO2087
 DO2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2087.GEOID18 height accuracy estimate available here.
 DO2087
 DO2087.Click photographs - Photos may exist for this station.
 DO2087
 DO2087.The dynamic height is computed by dividing the NAVD 88
 DO2087.geopotential number by the normal gravity value computed on the
 DO2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2087.degrees latitude (g = 980.6199 gals.).
 DO2087
 DO2087.The modeled gravity was interpolated from observed gravity values.
 DO2087
 DO2087;                    North         East    Units  Estimated Accuracy
 DO2087;SPC NJ       -   216,281.2      99,379.9     MT  (+/- 3 meters HH1 GPS) 
 DO2087
 DO2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9158514329(NAD 83)
 DO2087
 DO2087                          SUPERSEDED SURVEY CONTROL
 DO2087
 DO2087.No superseded survey control is available for this station.
 DO2087
 DO2087_MARKER: DD = SURVEY DISK
 DO2087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2087_SP_SET: CULVERT RETAINING WALL
 DO2087_STAMPING: 21 K 2 2011
 DO2087_MARK LOGO: NJGS
 DO2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2087+STABILITY: SURFACE MOTION
 DO2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2087+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2011
 DO2087
 DO2087  HISTORY     - Date     Condition        Report By
 DO2087  HISTORY     - 20110825 MONUMENTED       NJGS
 DO2087  HISTORY     - 20230715 SEE DESCRIPTION  LOCSUR
 DO2087
 DO2087                          STATION DESCRIPTION
 DO2087
 DO2087'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2087'THE STATION IS LOCATED IN HARMONY TOWNSHIP, IN THE CROSSROAD TOWN OF
 DO2087'ROXBURY, SET IN A DRILL HOLE IN THE SOUTH END OF A CULVERT RETAINING
 DO2087'WALL FOR ROXBURY HILL ROAD SPANNING A TRIBUTARY FOR BUCKHORN CREEK,
 DO2087'NEAR THE OLD GRIST MILLING.
 DO2087'
 DO2087'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2087'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 DO2087'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION OF SOUTH
 DO2087'BRIDGEVILLE ROAD (COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2087'(COUNTY ROAD 620).  CONTINUE 2.3 MI (3.7 KM) SOUTH ON COUNTY ROAD 519
 DO2087'TO THE JUNCTION WITH ROXBURY HILL ROAD ON THE LEFT.  TURN LEFT AND GO
 DO2087'100 FT (30.5 M) TO THE STATION ON THE RIGHT.
 DO2087'
 DO2087'THE STATION IS 14.4 FT (4.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DO2087'ROXBURY HILL ROAD, 102.5 FT (31.2 M) WEST-SOUTHWEST OF THE CENTERLINE
 DO2087'OF COUNTY ROAD 519, 16.2 FT (4.9 M) WEST-SOUTHWEST OF BENCH MARK J 22
 DO2087'AT THE NORTH CORNER OF THE GRIST MILLING, 55.7 FT (17.0 M) NORTHWEST
 DO2087'OF POLE NUMBER F15-3.
 DO2087
 DO2087                          STATION RECOVERY (2023)
 DO2087
 DO2087'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2023 (JVB)
 DO2087'MARK WAS RECOVERED AFTER SIGNIFICANT FLASH FLOODING.  MARK IS LOCATED
 DO2087'IN A BRIDGE WINGWALL, ALTHOUGH THE WINGWALL DOES NOT APPEAR TO HAVE
 DO2087'SUSTAINED DAMAGE, EXCESSIVE EROSION AND CLEARING OF DEBRIS TO REPAIR
 DO2087'FLOOD DAMAGE OCCURRED IN THE AREA OF THIS MARK.  MARK SHOULD BE
 DO2087'CHECKED IN RELATION TO OTHER NEARBY MARKS TO CONFIRM RELIABILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6885 ***********************************************************************
 KV6885  DESIGNATION -  21 L 1
 KV6885  PID         -  KV6885
 KV6885  STATE/COUNTY-  NJ/WARREN
 KV6885  COUNTRY     -  US
 KV6885  USGS QUAD   -  BLOOMSBURY (2019)
 KV6885
 KV6885                         *CURRENT SURVEY CONTROL
 KV6885  ______________________________________________________________________
 KV6885* NAD 83(2011) POSITION- 40 42 38.76919(N) 075 03 28.59375(W)   ADJUSTED
 KV6885* NAD 83(2011) ELLIP HT-    95.783 (meters)        (06/27/12)   ADJUSTED
 KV6885* NAD 83(2011) EPOCH   -  2010.00
 KV6885* NAVD 88 ORTHO HEIGHT -   129.6   (meters)      425.    (feet) GPS OBS
 KV6885  ______________________________________________________________________
 KV6885  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6885  GEOID HEIGHT    -        -34.050 (meters)                     GEOID93
 KV6885  GEOID HEIGHT    -        -33.772 (meters)                     GEOID18
 KV6885  NAD 83(2011) X  -  1,248,387.446 (meters)                     COMP
 KV6885  NAD 83(2011) Y  - -4,677,963.384 (meters)                     COMP
 KV6885  NAD 83(2011) Z  -  4,138,191.772 (meters)                     COMP
 KV6885  LAPLACE CORR    -          4.48  (seconds)                    DEFLEC18
 KV6885
 KV6885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6885  Standards:
 KV6885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6885  -------------------------------------------------------------------
 KV6885  NETWORK    0.83   1.43           0.34   0.34   0.73      0.03202111
 KV6885  -------------------------------------------------------------------
 KV6885  Click here for local accuracies and other accuracy information.
 KV6885
 KV6885.The horizontal coordinates were established by GPS observations
 KV6885.and adjusted by the National Geodetic Survey in June 2012.
 KV6885
 KV6885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6885.been affixed to the stable North American tectonic plate. See 
 KV6885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6885
 KV6885.The horizontal coordinates are valid at the epoch date displayed above
 KV6885.which is a decimal equivalence of Year/Month/Day.
 KV6885
 KV6885.The orthometric height was determined by GPS observations and a
 KV6885.high-resolution geoid model.
 KV6885
 KV6885.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6885.GEOID18 height accuracy estimate available here.
 KV6885
 KV6885.Click photographs - Photos may exist for this station.
 KV6885
 KV6885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6885
 KV6885.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6885
 KV6885.The ellipsoidal height was determined by GPS observations
 KV6885.and is referenced to NAD 83.
 KV6885
 KV6885. The following values were computed from the NAD 83(2011) position.
 KV6885
 KV6885;                    North         East     Units Scale Factor Converg.
 KV6885;SPC NJ       -   208,581.091   102,857.386   MT  0.99992735   -0 21 50.1
 KV6885;SPC NJ       -   684,319.80    337,457.94   sFT  0.99992735   -0 21 50.1
 KV6885;UTM  18      - 4,506,652.123   495,105.690   MT  0.99960029   -0 02 16.1
 KV6885
 KV6885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6885!SPC NJ       -   0.99998498  x   0.99992735  =   0.99991233
 KV6885!UTM  18      -   0.99998498  x   0.99960029  =   0.99958527
 KV6885
 KV6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9510506652(NAD 83)
 KV6885
 KV6885                          SUPERSEDED SURVEY CONTROL
 KV6885
 KV6885  NAD 83(2007)-  40 42 38.76954(N)    075 03 28.59475(W) AD(2002.00) 0
 KV6885  ELLIP H (02/10/07)   95.796  (m)                       GP(2002.00)    
 KV6885  ELLIP H (10/23/02)   95.786  (m)                       GP(       ) 4 1
 KV6885  NAD 83(1996)-  40 42 38.76975(N)    075 03 28.59497(W) AD(       ) 1
 KV6885  ELLIP H (05/14/99)   95.791  (m)                       GP(       ) 4 1
 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
 KV6885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6885.See file dsdata.pdf to determine how the superseded data were derived.
 KV6885
 KV6885_MARKER: DD = SURVEY DISK
 KV6885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6885_STAMPING: 21 L 1 1993
 KV6885_MARK LOGO: NJGS
 KV6885_PROJECTION: FLUSH
 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 - December 01, 2022
 KV6885
 KV6885  HISTORY     - Date     Condition        Report By
 KV6885  HISTORY     - 1993     MONUMENTED       NJGS
 KV6885  HISTORY     - 20060523 GOOD             AASCO
 KV6885  HISTORY     - 20151012 GOOD             JMT
 KV6885  HISTORY     - 20191018 GOOD             NJGS
 KV6885  HISTORY     - 20221201 GOOD             AAAS
 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.
 KV6885
 KV6885                          STATION RECOVERY (2015)
 KV6885
 KV6885'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2015 (AS)
 KV6885'RECOVERED IN GOOD CONDITION.
 KV6885
 KV6885                          STATION RECOVERY (2019)
 KV6885
 KV6885'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6885'RECOVERED IN GOOD CONDITION.
 KV6885
 KV6885                          STATION RECOVERY (2022)
 KV6885
 KV6885'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6885'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2086 ***********************************************************************
 DO2086  DESIGNATION -  21 L 2
 DO2086  PID         -  DO2086
 DO2086  STATE/COUNTY-  NJ/WARREN
 DO2086  COUNTRY     -  US
 DO2086  USGS QUAD   -  BELVIDERE (2019)
 DO2086
 DO2086                         *CURRENT SURVEY CONTROL
 DO2086  ______________________________________________________________________
 DO2086* NAD 83(1986) POSITION- 40 46 56.75   (N) 075 05 50.11   (W)   HD_HELD1
 DO2086* NAVD 88 ORTHO HEIGHT -    95.126 (meters)      312.09  (feet) ADJUSTED
 DO2086  ______________________________________________________________________
 DO2086  GEOID HEIGHT    -        -33.685 (meters)                     GEOID18
 DO2086  DYNAMIC HEIGHT  -         95.083 (meters)      311.95  (feet) COMP
 DO2086  MODELED GRAVITY -    980,169.7   (mgal)                       NAVD 88
 DO2086
 DO2086  VERT ORDER      -  SECOND    CLASS I
 DO2086
 DO2086.The horizontal coordinates were determined by differentially corrected
 DO2086.hand held GPS observations or other comparable positioning techniques
 DO2086.and have an estimated accuracy of +/- 3 meters.
 DO2086
 DO2086.The orthometric height was determined by differential leveling and
 DO2086.adjusted by the NATIONAL GEODETIC SURVEY
 DO2086.in April 2013.
 DO2086
 DO2086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2086.GEOID18 height accuracy estimate available here.
 DO2086
 DO2086.Click photographs - Photos may exist for this station.
 DO2086
 DO2086.The dynamic height is computed by dividing the NAVD 88
 DO2086.geopotential number by the normal gravity value computed on the
 DO2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2086.degrees latitude (g = 980.6199 gals.).
 DO2086
 DO2086.The modeled gravity was interpolated from observed gravity values.
 DO2086
 DO2086;                    North         East    Units  Estimated Accuracy
 DO2086;SPC NJ       -   216,560.1      99,590.1     MT  (+/- 3 meters HH1 GPS) 
 DO2086
 DO2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9179414609(NAD 83)
 DO2086
 DO2086                          SUPERSEDED SURVEY CONTROL
 DO2086
 DO2086.No superseded survey control is available for this station.
 DO2086
 DO2086_MARKER: DD = SURVEY DISK
 DO2086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2086_SP_SET: CULVERT
 DO2086_STAMPING: 21 L 2 2011
 DO2086_MARK LOGO: NJGS
 DO2086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2086+STABILITY: SURFACE MOTION
 DO2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2086+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2011
 DO2086
 DO2086  HISTORY     - Date     Condition        Report By
 DO2086  HISTORY     - 20110825 MONUMENTED       NJGS
 DO2086
 DO2086                          STATION DESCRIPTION
 DO2086
 DO2086'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2086'THE STATION IS LOCATED IN WHITE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DO2086'CENTER OF A CONCRETE CULVERT ON THE EAST SIDE OF
 DO2086'PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD 519).
 DO2086'
 DO2086'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2086'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 DO2086'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION OF SOUTH
 DO2086'BRIDGEVILLE ROAD (COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2086'(COUNTY ROAD 620).  CONTINUE 2.1 MI (3.4 KM) SOUTH ON COUNTY ROAD 519
 DO2086'TO THE STATION ON THE LEFT.
 DO2086'
 DO2086'THE REACH THE STATION FROM THE JUNCTION OF ROXBURY STATION ROAD
 DO2086'(COUNTY ROAD 622)/ROXBURY HILL ROAD AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2086'(COUNTY ROAD 519), GO 0.2 MI (0.3 KM) NORTH ON COUNTY ROAD 519 TO THE
 DO2086'STATION ON THE RIGHT.
 DO2086'
 DO2086'THE STATION IS 20.7 FT (6.3 M) NORTH OF POLE NUMBER F-90 2807, 168.5
 DO2086'FT (51.4 M) SOUTH OF POLE NUMBER F-89 2806, 3.5 FT (1.1 M) NORTH OF A
 DO2086'ROADWAY DELINEATOR WITH A WITNESS SIGN ATTACHED, 121 FT (36.9 M) NORTH
 DO2086'OF THE CENTERLINE OF A DRIVEWAY LEADING TO HOUSE NUMBER 3252 4.1 FT
 DO2086'(1.2 M) EAST-SOUTHEAST OF THE EAST EDGE OF PAVING, 20.3 FT (6.2 M)
 DO2086'EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 519.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6886 ***********************************************************************
 KV6886  DESIGNATION -  21 M 1
 KV6886  PID         -  KV6886
 KV6886  STATE/COUNTY-  NJ/WARREN
 KV6886  COUNTRY     -  US
 KV6886  USGS QUAD   -  BLOOMSBURY (2019)
 KV6886
 KV6886                         *CURRENT SURVEY CONTROL
 KV6886  ______________________________________________________________________
 KV6886* NAD 83(2011) POSITION- 40 43 30.27526(N) 075 04 08.05219(W)   ADJUSTED
 KV6886* NAD 83(2011) ELLIP HT-    91.559 (meters)        (06/27/12)   ADJUSTED
 KV6886* NAD 83(2011) EPOCH   -  2010.00
 KV6886* NAVD 88 ORTHO HEIGHT -   125.3   (meters)      411.    (feet) GPS OBS
 KV6886  ______________________________________________________________________
 KV6886  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6886  GEOID HEIGHT    -        -34.030 (meters)                     GEOID93
 KV6886  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 KV6886  NAD 83(2011) X  -  1,247,224.657 (meters)                     COMP
 KV6886  NAD 83(2011) Y  - -4,677,197.572 (meters)                     COMP
 KV6886  NAD 83(2011) Z  -  4,139,393.232 (meters)                     COMP
 KV6886  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC18
 KV6886
 KV6886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6886  Standards:
 KV6886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6886  -------------------------------------------------------------------
 KV6886  NETWORK    0.86   1.49           0.34   0.36   0.76      0.03448897
 KV6886  -------------------------------------------------------------------
 KV6886  Click here for local accuracies and other accuracy information.
 KV6886
 KV6886.The horizontal coordinates were established by GPS observations
 KV6886.and adjusted by the National Geodetic Survey in June 2012.
 KV6886
 KV6886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6886.been affixed to the stable North American tectonic plate. See 
 KV6886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6886
 KV6886.The horizontal coordinates are valid at the epoch date displayed above
 KV6886.which is a decimal equivalence of Year/Month/Day.
 KV6886
 KV6886.The orthometric height was determined by GPS observations and a
 KV6886.high-resolution geoid model.
 KV6886
 KV6886.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6886.GEOID18 height accuracy estimate available here.
 KV6886
 KV6886.Click photographs - Photos may exist for this station.
 KV6886
 KV6886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6886
 KV6886.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6886
 KV6886.The ellipsoidal height was determined by GPS observations
 KV6886.and is referenced to NAD 83.
 KV6886
 KV6886. The following values were computed from the NAD 83(2011) position.
 KV6886
 KV6886;                    North         East     Units Scale Factor Converg.
 KV6886;SPC NJ       -   210,175.682   101,941.564   MT  0.99992842   -0 22 16.2
 KV6886;SPC NJ       -   689,551.38    334,453.28   sFT  0.99992842   -0 22 16.2
 KV6886;UTM  18      - 4,508,240.954   494,181.108   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9418108240(NAD 83)
 KV6886
 KV6886                          SUPERSEDED SURVEY CONTROL
 KV6886
 KV6886  NAD 83(2007)-  40 43 30.27561(N)    075 04 08.05319(W) AD(2002.00) 0
 KV6886  ELLIP H (02/10/07)   91.573  (m)                       GP(2002.00)    
 KV6886  ELLIP H (10/23/02)   91.563  (m)                       GP(       ) 4 1
 KV6886  NAD 83(1996)-  40 43 30.27582(N)    075 04 08.05340(W) AD(       ) 1
 KV6886  ELLIP H (05/14/99)   91.569  (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
 KV6886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6886.See file dsdata.pdf to determine how the superseded data were derived.
 KV6886
 KV6886_MARKER: DD = SURVEY DISK
 KV6886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DO2085 ***********************************************************************
 DO2085  DESIGNATION -  21 M 2
 DO2085  PID         -  DO2085
 DO2085  STATE/COUNTY-  NJ/WARREN
 DO2085  COUNTRY     -  US
 DO2085  USGS QUAD   -  BELVIDERE (2019)
 DO2085
 DO2085                         *CURRENT SURVEY CONTROL
 DO2085  ______________________________________________________________________
 DO2085* NAD 83(1986) POSITION- 40 47 07.03   (N) 075 05 37.97   (W)   HD_HELD1
 DO2085* NAVD 88 ORTHO HEIGHT -    98.826 (meters)      324.23  (feet) ADJUSTED
 DO2085  ______________________________________________________________________
 DO2085  GEOID HEIGHT    -        -33.673 (meters)                     GEOID18
 DO2085  DYNAMIC HEIGHT  -         98.781 (meters)      324.08  (feet) COMP
 DO2085  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 DO2085
 DO2085  VERT ORDER      -  SECOND    CLASS I
 DO2085
 DO2085.The horizontal coordinates were determined by differentially corrected
 DO2085.hand held GPS observations or other comparable positioning techniques
 DO2085.and have an estimated accuracy of +/- 3 meters.
 DO2085
 DO2085.The orthometric height was determined by differential leveling and
 DO2085.adjusted by the NATIONAL GEODETIC SURVEY
 DO2085.in April 2013.
 DO2085
 DO2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2085.GEOID18 height accuracy estimate available here.
 DO2085
 DO2085.Click photographs - Photos may exist for this station.
 DO2085
 DO2085.The dynamic height is computed by dividing the NAVD 88
 DO2085.geopotential number by the normal gravity value computed on the
 DO2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2085.degrees latitude (g = 980.6199 gals.).
 DO2085
 DO2085.The modeled gravity was interpolated from observed gravity values.
 DO2085
 DO2085;                    North         East    Units  Estimated Accuracy
 DO2085;SPC NJ       -   216,875.3      99,876.8     MT  (+/- 3 meters HH1 GPS) 
 DO2085
 DO2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9207814926(NAD 83)
 DO2085
 DO2085                          SUPERSEDED SURVEY CONTROL
 DO2085
 DO2085.No superseded survey control is available for this station.
 DO2085
 DO2085_MARKER: DD = SURVEY DISK
 DO2085_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2085_SP_SET: CURB
 DO2085_STAMPING: 21 M 2 2011
 DO2085_MARK LOGO: NJGS
 DO2085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2085+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2011
 DO2085
 DO2085  HISTORY     - Date     Condition        Report By
 DO2085  HISTORY     - 20110825 MONUMENTED       NJGS
 DO2085
 DO2085                          STATION DESCRIPTION
 DO2085
 DO2085'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2085'THE STATION IS LOCATED IN WHITE TOWNSHIP, SET IN A DRILL HOLE A CURB
 DO2085'ON THE EAST SIDE OF PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD 519).
 DO2085'
 DO2085'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2085'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 DO2085'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION OF SOUTH
 DO2085'BRIDGEVILLE ROAD (COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2085'(COUNTY ROAD 620).  CONTINUE 1.8 MI (2.9 KM) SOUTH ON COUNTY ROAD 519
 DO2085'TO THE STATION ON THE LEFT.
 DO2085'
 DO2085'THE REACH THE STATION FROM THE JUNCTION OF ROXBURY STATION ROAD
 DO2085'(COUNTY ROAD 622)/ROXBURY HILL ROAD AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2085'(COUNTY ROAD 519), GO 0.5 MI (0.8 KM) NORTH ON COUNTY ROAD 519 TO THE
 DO2085'STATION ON THE RIGHT.
 DO2085'
 DO2085'THE STATION IS 17.8 FT (5.4 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 DO2085'519, 3.5 FT (1.1 M) NORTH OF THE CENTER OF THE INLET, 46.8 FT (14.3 M)
 DO2085'SOUTH OF POLE NUMBER 82 2799, 4.8 FT (1.5 M) NORTH OF A ROADWAY
 DO2085'DELINEATOR POST WITH A WITNESS SIGN ATTACHED, 145 FT (44.2 M) NORTH OF
 DO2085'POLE NUMBER F-83 2800, 340 FT (103.6 M) SOUTH OF THE CENTERLINE OF A
 DO2085'FARM ROAD LEADING TO A FARM WITH MAILBOX NUMBER 3271.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7121 ***********************************************************************
 KV7121  DESIGNATION -  21 N 1
 KV7121  PID         -  KV7121
 KV7121  STATE/COUNTY-  NJ/WARREN
 KV7121  COUNTRY     -  US
 KV7121  USGS QUAD   -  BLAIRSTOWN (2019)
 KV7121
 KV7121                         *CURRENT SURVEY CONTROL
 KV7121  ______________________________________________________________________
 KV7121* NAD 83(2011) POSITION- 40 55 26.68232(N) 074 57 06.85743(W)   ADJUSTED
 KV7121* NAD 83(2011) ELLIP HT-   138.301 (meters)        (06/27/12)   ADJUSTED
 KV7121* NAD 83(2011) EPOCH   -  2010.00
 KV7121* NAVD 88 ORTHO HEIGHT -   171.5   (meters)      563.    (feet) GPS OBS
 KV7121  ______________________________________________________________________
 KV7121  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7121  GEOID HEIGHT    -        -33.500 (meters)                     GEOID93
 KV7121  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 KV7121  NAD 83(2011) X  -  1,253,031.103 (meters)                     COMP
 KV7121  NAD 83(2011) Y  - -4,660,723.019 (meters)                     COMP
 KV7121  NAD 83(2011) Z  -  4,156,146.926 (meters)                     COMP
 KV7121  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC18
 KV7121
 KV7121  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7121  Standards:
 KV7121         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7121            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7121  -------------------------------------------------------------------
 KV7121  NETWORK    0.62   1.25           0.28   0.22   0.64      0.06632578
 KV7121  -------------------------------------------------------------------
 KV7121  Click here for local accuracies and other accuracy information.
 KV7121
 KV7121.The horizontal coordinates were established by GPS observations
 KV7121.and adjusted by the National Geodetic Survey in June 2012.
 KV7121
 KV7121.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7121.been affixed to the stable North American tectonic plate. See 
 KV7121.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7121
 KV7121.The horizontal coordinates are valid at the epoch date displayed above
 KV7121.which is a decimal equivalence of Year/Month/Day.
 KV7121
 KV7121.The orthometric height was determined by GPS observations and a
 KV7121.high-resolution geoid model.
 KV7121
 KV7121.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7121.GEOID18 height accuracy estimate available here.
 KV7121
 KV7121.Click photographs - Photos may exist for this station.
 KV7121
 KV7121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7121
 KV7121.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7121
 KV7121.The ellipsoidal height was determined by GPS observations
 KV7121.and is referenced to NAD 83.
 KV7121
 KV7121. The following values were computed from the NAD 83(2011) position.
 KV7121
 KV7121;                    North         East     Units Scale Factor Converg.
 KV7121;SPC NJ       -   232,215.399   111,939.058   MT  0.99991782   -0 17 45.7
 KV7121;SPC NJ       -   761,860.02    367,253.39   sFT  0.99991782   -0 17 45.7
 KV7121;UTM  18      - 4,530,330.215   504,049.514   MT  0.99960020   +0 01 53.4
 KV7121
 KV7121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7121!SPC NJ       -   0.99997831  x   0.99991782  =   0.99989613
 KV7121!UTM  18      -   0.99997831  x   0.99960020  =   0.99957852
 KV7121
 KV7121:                Primary Azimuth Mark                     Grid Az
 KV7121:SPC NJ       -  21 P 1                                   081 51 21.1
 KV7121:UTM  18      -  21 P 1                                   081 31 42.0
 KV7121
 KV7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0404930330(NAD 83)
 KV7121
 KV7121|---------------------------------------------------------------------|
 KV7121| PID    Reference Object                     Distance      Geod. Az  |
 KV7121|                                                           dddmmss.s |
 KV7121| KV7122 21 P 1                              456.445 METERS 0813335.4 |
 KV7121|---------------------------------------------------------------------|
 KV7121
 KV7121                          SUPERSEDED SURVEY CONTROL
 KV7121
 KV7121  NAD 83(2007)-  40 55 26.68251(N)    074 57 06.85838(W) AD(2002.00) 0
 KV7121  ELLIP H (02/10/07)  138.313  (m)                       GP(2002.00)    
 KV7121  ELLIP H (10/23/02)  138.307  (m)                       GP(       ) 4 1
 KV7121  NAD 83(1996)-  40 55 26.68256(N)    074 57 06.85863(W) AD(       ) 1
 KV7121  ELLIP H (05/14/99)  138.302  (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
 KV7121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7121.See file dsdata.pdf to determine how the superseded data were derived.
 KV7121
 KV7121_MARKER: DD = SURVEY DISK
 KV7121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV7121_SP_SET: BRIDGE SIDEWALK
 KV7121_STAMPING: 21 N 1 1993
 KV7121_MARK LOGO: NJGS
 KV7121_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV7121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7121+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2019
 KV7121
 KV7121  HISTORY     - Date     Condition        Report By
 KV7121  HISTORY     - 1993     MONUMENTED       NJGS
 KV7121  HISTORY     - 20010410 GOOD             NJGS
 KV7121  HISTORY     - 20160322 GOOD             INDIV
 KV7121  HISTORY     - 20190424 GOOD             NJGS
 KV7121  HISTORY     - 20190904 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.
 KV7121
 KV7121                          STATION RECOVERY (2016)
 KV7121
 KV7121'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RSO)
 KV7121'RECOVERY NOTE BY OATLEY LAND SURVEYING LLC 2016
 KV7121'RECOVERED AS DESCRIBED
 KV7121
 KV7121                          STATION RECOVERY (2019)
 KV7121
 KV7121'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 KV7121'RECOVERED IN GOOD CONDITION.
 KV7121
 KV7121                          STATION RECOVERY (2019)
 KV7121
 KV7121'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV7121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2082 ***********************************************************************
 DO2082  DESIGNATION -  21 N 2
 DO2082  PID         -  DO2082
 DO2082  STATE/COUNTY-  NJ/WARREN
 DO2082  COUNTRY     -  US
 DO2082  USGS QUAD   -  BELVIDERE (2019)
 DO2082
 DO2082                         *CURRENT SURVEY CONTROL
 DO2082  ______________________________________________________________________
 DO2082* NAD 83(1986) POSITION- 40 47 51.21   (N) 075 04 53.49   (W)   HD_HELD1
 DO2082* NAVD 88 ORTHO HEIGHT -    97.478 (meters)      319.81  (feet) ADJUSTED
 DO2082  ______________________________________________________________________
 DO2082  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 DO2082  DYNAMIC HEIGHT  -         97.433 (meters)      319.66  (feet) COMP
 DO2082  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 DO2082
 DO2082  VERT ORDER      -  SECOND    CLASS I
 DO2082
 DO2082.The horizontal coordinates were determined by differentially corrected
 DO2082.hand held GPS observations or other comparable positioning techniques
 DO2082.and have an estimated accuracy of +/- 3 meters.
 DO2082
 DO2082.The orthometric height was determined by differential leveling and
 DO2082.adjusted by the NATIONAL GEODETIC SURVEY
 DO2082.in April 2013.
 DO2082
 DO2082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2082.GEOID18 height accuracy estimate available here.
 DO2082
 DO2082.Click photographs - Photos may exist for this station.
 DO2082
 DO2082.The dynamic height is computed by dividing the NAVD 88
 DO2082.geopotential number by the normal gravity value computed on the
 DO2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2082.degrees latitude (g = 980.6199 gals.).
 DO2082
 DO2082.The modeled gravity was interpolated from observed gravity values.
 DO2082
 DO2082;                    North         East    Units  Estimated Accuracy
 DO2082;SPC NJ       -   218,231.0     100,928.7     MT  (+/- 3 meters HH1 GPS) 
 DO2082
 DO2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9312216287(NAD 83)
 DO2082
 DO2082                          SUPERSEDED SURVEY CONTROL
 DO2082
 DO2082.No superseded survey control is available for this station.
 DO2082
 DO2082_MARKER: DD = SURVEY DISK
 DO2082_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2082_SP_SET: CURB
 DO2082_STAMPING: 21 N 2 2011
 DO2082_MARK LOGO: NJGS
 DO2082_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2082+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2011
 DO2082
 DO2082  HISTORY     - Date     Condition        Report By
 DO2082  HISTORY     - 20110825 MONUMENTED       NJGS
 DO2082
 DO2082                          STATION DESCRIPTION
 DO2082
 DO2082'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2082'THE STATION IS LOCATED IN WHITE TOWNSHIP, SET IN A DRILL HOLE IN A
 DO2082'CURB AT THE SOUTH SIDE OF AN INLET ON THE EAST SIDE OF
 DO2082'PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD 519) AT THE SOUTHEAST
 DO2082'CORNER OF THE T-JUNCTION WITH FOUL RIFT ROAD.
 DO2082'
 DO2082'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2082'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 DO2082'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION OF SOUTH
 DO2082'BRIDGEVILLE ROAD (COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2082'(COUNTY ROAD 620).  CONTINUE 0.75 MI (1.2 KM) SOUTH ON COUNTY ROAD 519
 DO2082'TO THE T-JUNCTION WITH FOUL RIFT ROAD AND THE STATION ON THE LEFT.
 DO2082'
 DO2082'THE STATION IS 21.5 FT (6.6 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 DO2082'519, 35 FT (10.7 M) SOUTH OF THE EXTENDED CENTERLINE OF FOUL RIFT
 DO2082'ROAD, 18.5 FT (5.6 M) SOUTH OF POLE NUMBER F-49 2757, 4.7 FT (1.4 M)
 DO2082'SOUTH OF THE CENTER OF THE INLET CURB PIECE, 180 FT (54.9 M) NORTH OF
 DO2082'POLE NUMBER 50 2756, 4.7 FT (1.4 M) SOUTH-SOUTHWEST OF A ROADWAY
 DO2082'DELINEATOR WITH A WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7122 ***********************************************************************
 KV7122  DESIGNATION -  21 P 1
 KV7122  PID         -  KV7122
 KV7122  STATE/COUNTY-  NJ/WARREN
 KV7122  COUNTRY     -  US
 KV7122  USGS QUAD   -  BLAIRSTOWN (2019)
 KV7122
 KV7122                         *CURRENT SURVEY CONTROL
 KV7122  ______________________________________________________________________
 KV7122* NAD 83(2011) POSITION- 40 55 28.85367(N) 074 56 47.56041(W)   ADJUSTED
 KV7122* NAD 83(2011) ELLIP HT-   126.901 (meters)        (06/27/12)   ADJUSTED
 KV7122* NAD 83(2011) EPOCH   -  2010.00
 KV7122* NAVD 88 ORTHO HEIGHT -   160.1   (meters)      525.    (feet) GPS OBS
 KV7122  ______________________________________________________________________
 KV7122  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7122  GEOID HEIGHT    -        -33.490 (meters)                     GEOID93
 KV7122  GEOID HEIGHT    -        -33.213 (meters)                     GEOID18
 KV7122  NAD 83(2011) X  -  1,253,453.496 (meters)                     COMP
 KV7122  NAD 83(2011) Y  - -4,660,555.081 (meters)                     COMP
 KV7122  NAD 83(2011) Z  -  4,156,190.069 (meters)                     COMP
 KV7122  LAPLACE CORR    -          3.24  (seconds)                    DEFLEC18
 KV7122
 KV7122  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7122  Standards:
 KV7122         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7122            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7122  -------------------------------------------------------------------
 KV7122  NETWORK    0.58   1.20           0.26   0.21   0.61      0.07733399
 KV7122  -------------------------------------------------------------------
 KV7122  Click here for local accuracies and other accuracy information.
 KV7122
 KV7122.The horizontal coordinates were established by GPS observations
 KV7122.and adjusted by the National Geodetic Survey in June 2012.
 KV7122
 KV7122.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7122.been affixed to the stable North American tectonic plate. See 
 KV7122.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7122
 KV7122.The horizontal coordinates are valid at the epoch date displayed above
 KV7122.which is a decimal equivalence of Year/Month/Day.
 KV7122
 KV7122.The orthometric height was determined by GPS observations and a
 KV7122.high-resolution geoid model.
 KV7122
 KV7122.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7122.GEOID18 height accuracy estimate available here.
 KV7122
 KV7122.Click photographs - Photos may exist for this station.
 KV7122
 KV7122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7122
 KV7122.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7122
 KV7122.The ellipsoidal height was determined by GPS observations
 KV7122.and is referenced to NAD 83.
 KV7122
 KV7122. The following values were computed from the NAD 83(2011) position.
 KV7122
 KV7122;                    North         East     Units Scale Factor Converg.
 KV7122;SPC NJ       -   232,280.056   112,390.862   MT  0.99991740   -0 17 33.1
 KV7122;SPC NJ       -   762,072.15    368,735.69   sFT  0.99991740   -0 17 33.1
 KV7122;UTM  18      - 4,530,397.432   504,500.798   MT  0.99960025   +0 02 06.1
 KV7122
 KV7122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7122!SPC NJ       -   0.99998009  x   0.99991740  =   0.99989750
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0450030397(NAD 83)
 KV7122
 KV7122|---------------------------------------------------------------------|
 KV7122| PID    Reference Object                     Distance      Geod. Az  |
 KV7122|                                                           dddmmss.s |
 KV7122| KV7121 21 N 1                              456.445 METERS 2613348.0 |
 KV7122|---------------------------------------------------------------------|
 KV7122
 KV7122                          SUPERSEDED SURVEY CONTROL
 KV7122
 KV7122  NAD 83(2007)-  40 55 28.85386(N)    074 56 47.56136(W) AD(2002.00) 0
 KV7122  ELLIP H (02/10/07)  126.913  (m)                       GP(2002.00)    
 KV7122  ELLIP H (10/23/02)  126.908  (m)                       GP(       ) 4 1
 KV7122  NAD 83(1996)-  40 55 28.85391(N)    074 56 47.56164(W) AD(       ) 1
 KV7122  ELLIP H (05/14/99)  126.902  (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
 KV7122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7122.See file dsdata.pdf to determine how the superseded data were derived.
 KV7122
 KV7122_STAMPING: 21 P 1 1993
 KV7122_MARK LOGO: NJGS
 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  HISTORY     - 20190424 MARK NOT FOUND   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.
 KV7122
 KV7122                          STATION RECOVERY (2019)
 KV7122
 KV7122'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 KV7122'THE TOP LAYER OF ROCK APPEARS TO HAVE BEEN SHATTERED TO PIECES AND A
 KV7122'SLIGHT IMPRINT OF DISK LOCATION REMAINS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2084 ***********************************************************************
 DO2084  DESIGNATION -  21 P 2
 DO2084  PID         -  DO2084
 DO2084  STATE/COUNTY-  NJ/WARREN
 DO2084  COUNTRY     -  US
 DO2084  USGS QUAD   -  BELVIDERE (2019)
 DO2084
 DO2084                         *CURRENT SURVEY CONTROL
 DO2084  ______________________________________________________________________
 DO2084* NAD 83(1986) POSITION- 40 47 20.36   (N) 075 05 22.99   (W)   HD_HELD1
 DO2084* NAVD 88 ORTHO HEIGHT -    99.110 (meters)      325.16  (feet) ADJUSTED
 DO2084  ______________________________________________________________________
 DO2084  GEOID HEIGHT    -        -33.658 (meters)                     GEOID18
 DO2084  DYNAMIC HEIGHT  -         99.064 (meters)      325.01  (feet) COMP
 DO2084  MODELED GRAVITY -    980,169.2   (mgal)                       NAVD 88
 DO2084
 DO2084  VERT ORDER      -  SECOND    CLASS I
 DO2084
 DO2084.The horizontal coordinates were determined by differentially corrected
 DO2084.hand held GPS observations or other comparable positioning techniques
 DO2084.and have an estimated accuracy of +/- 3 meters.
 DO2084
 DO2084.The orthometric height was determined by differential leveling and
 DO2084.adjusted by the NATIONAL GEODETIC SURVEY
 DO2084.in April 2013.
 DO2084
 DO2084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2084.GEOID18 height accuracy estimate available here.
 DO2084
 DO2084.Click photographs - Photos may exist for this station.
 DO2084
 DO2084.The dynamic height is computed by dividing the NAVD 88
 DO2084.geopotential number by the normal gravity value computed on the
 DO2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2084.degrees latitude (g = 980.6199 gals.).
 DO2084
 DO2084.The modeled gravity was interpolated from observed gravity values.
 DO2084
 DO2084;                    North         East    Units  Estimated Accuracy
 DO2084;SPC NJ       -   217,284.1     100,230.8     MT  (+/- 3 meters HH1 GPS) 
 DO2084
 DO2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9243015337(NAD 83)
 DO2084
 DO2084                          SUPERSEDED SURVEY CONTROL
 DO2084
 DO2084.No superseded survey control is available for this station.
 DO2084
 DO2084_MARKER: DD = SURVEY DISK
 DO2084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2084_SP_SET: CULVERT BALUSTRADE
 DO2084_STAMPING: 21 P 2 2011
 DO2084_MARK LOGO: NJGS
 DO2084_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2084+STABILITY: SURFACE MOTION
 DO2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2084+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2011
 DO2084
 DO2084  HISTORY     - Date     Condition        Report By
 DO2084  HISTORY     - 20110825 MONUMENTED       NJGS
 DO2084
 DO2084                          STATION DESCRIPTION
 DO2084
 DO2084'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2084'THE STATION IS LOCATED IN WHITE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DO2084'TOP OF THE CONCRETE BALUSTRADE RAIL AT THE SOUTH END ON THE WEST SIDE
 DO2084'OF PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD 519) CULVERT.
 DO2084'
 DO2084'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2084'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 DO2084'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION OF SOUTH
 DO2084'BRIDGEVILLE ROAD (COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2084'(COUNTY ROAD 620).  CONTINUE 1.45 MI (2.3 KM) SOUTH ON COUNTY ROAD 519
 DO2084'TO THE STATION ON THE RIGHT.
 DO2084'
 DO2084'THE STATION IS ABOUT 350 FT (106.7 M) SOUTH OF THE JUNCTION OF COUNTY
 DO2084'ROAD 519 AND WHITE ROAD, 16 FT (4.9 M) WEST OF THE CENTERLINE OF
 DO2084'COUNTY ROAD 519, 57.5 FT (17.5 M) SOUTHWEST OF POLE NUMBER 72 2787, 55
 DO2084'FT (16.8 M) NORTH OF THE CENTERLINE OF THE DRIVEWAY LEADING TO HOUSE
 DO2084'NUMBER 65 22 FT (6.7 M) NORTH OF A SIGN (RIDGE ROAD, LEFT TURN), 10 FT
 DO2084'(3.0 M) SOUTH OF THE CENTER OF THE CULVERT, 4 FT (1.2 M) NORTH OF THE
 DO2084'SOUTH END OF THE BALUSTRADE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7123 ***********************************************************************
 KV7123  DESIGNATION -  21 Q 1
 KV7123  PID         -  KV7123
 KV7123  STATE/COUNTY-  NJ/WARREN
 KV7123  COUNTRY     -  US
 KV7123  USGS QUAD   -  TRANQUILITY (2016)
 KV7123
 KV7123                         *CURRENT SURVEY CONTROL
 KV7123  ______________________________________________________________________
 KV7123* NAD 83(2011) POSITION- 40 55 21.76836(N) 074 52 05.49102(W)   ADJUSTED
 KV7123* NAD 83(2011) ELLIP HT-   131.307 (meters)        (06/27/12)   ADJUSTED
 KV7123* NAD 83(2011) EPOCH   -  2010.00
 KV7123* NAVD 88 ORTHO HEIGHT -   164.4   (meters)      539.    (feet) GPS OBS
 KV7123  ______________________________________________________________________
 KV7123  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7123  GEOID HEIGHT    -        -33.380 (meters)                     GEOID93
 KV7123  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 KV7123  NAD 83(2011) X  -  1,259,863.926 (meters)                     COMP
 KV7123  NAD 83(2011) Y  - -4,658,978.038 (meters)                     COMP
 KV7123  NAD 83(2011) Z  -  4,156,027.806 (meters)                     COMP
 KV7123  LAPLACE CORR    -          3.36  (seconds)                    DEFLEC18
 KV7123
 KV7123  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7123  Standards:
 KV7123         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7123            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7123  -------------------------------------------------------------------
 KV7123  NETWORK    0.54   1.12           0.24   0.20   0.57      0.08538718
 KV7123  -------------------------------------------------------------------
 KV7123  Click here for local accuracies and other accuracy information.
 KV7123
 KV7123.The horizontal coordinates were established by GPS observations
 KV7123.and adjusted by the National Geodetic Survey in June 2012.
 KV7123
 KV7123.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7123.been affixed to the stable North American tectonic plate. See 
 KV7123.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7123
 KV7123.The horizontal coordinates are valid at the epoch date displayed above
 KV7123.which is a decimal equivalence of Year/Month/Day.
 KV7123
 KV7123.The orthometric height was determined by GPS observations and a
 KV7123.high-resolution geoid model.
 KV7123
 KV7123.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7123.GEOID18 height accuracy estimate available here.
 KV7123
 KV7123.Click photographs - Photos may exist for this station.
 KV7123
 KV7123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7123
 KV7123.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7123
 KV7123.The ellipsoidal height was determined by GPS observations
 KV7123.and is referenced to NAD 83.
 KV7123
 KV7123. The following values were computed from the NAD 83(2011) position.
 KV7123
 KV7123;                    North         East     Units Scale Factor Converg.
 KV7123;SPC NJ       -   232,030.775   118,989.016   MT  0.99991183   -0 14 28.3
 KV7123;SPC NJ       -   761,254.30    390,383.13   sFT  0.99991183   -0 14 28.3
 KV7123;UTM  18      - 4,530,185.939   511,098.199   MT  0.99960152   +0 05 10.8
 KV7123
 KV7123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7123!SPC NJ       -   0.99997940  x   0.99991183  =   0.99989124
 KV7123!UTM  18      -   0.99997940  x   0.99960152  =   0.99958093
 KV7123
 KV7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1109830185(NAD 83)
 KV7123
 KV7123                          SUPERSEDED SURVEY CONTROL
 KV7123
 KV7123  NAD 83(2007)-  40 55 21.76855(N)    074 52 05.49197(W) AD(2002.00) 0
 KV7123  ELLIP H (02/10/07)  131.319  (m)                       GP(2002.00)    
 KV7123  ELLIP H (10/23/02)  131.314  (m)                       GP(       ) 4 1
 KV7123  NAD 83(1996)-  40 55 21.76860(N)    074 52 05.49226(W) AD(       ) 1
 KV7123  ELLIP H (05/14/99)  131.308  (m)                       GP(       ) 4 1
 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
 KV7123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7123.See file dsdata.pdf to determine how the superseded data were derived.
 KV7123
 KV7123_MARKER: DD = SURVEY DISK
 KV7123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DO2088 ***********************************************************************
 DO2088  DESIGNATION -  21 Q 2
 DO2088  PID         -  DO2088
 DO2088  STATE/COUNTY-  NJ/WARREN
 DO2088  COUNTRY     -  US
 DO2088  USGS QUAD   -  BELVIDERE (2019)
 DO2088
 DO2088                         *CURRENT SURVEY CONTROL
 DO2088  ______________________________________________________________________
 DO2088* NAD 83(1986) POSITION- 40 49 46.77   (N) 075 04 50.30   (W)   HD_HELD1
 DO2088* NAVD 88 ORTHO HEIGHT -    77.816 (meters)      255.30  (feet) ADJUSTED
 DO2088  ______________________________________________________________________
 DO2088  GEOID HEIGHT    -        -33.574 (meters)                     GEOID18
 DO2088  DYNAMIC HEIGHT  -         77.781 (meters)      255.19  (feet) COMP
 DO2088  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 DO2088
 DO2088  VERT ORDER      -  SECOND    CLASS I
 DO2088
 DO2088.The horizontal coordinates were determined by differentially corrected
 DO2088.hand held GPS observations or other comparable positioning techniques
 DO2088.and have an estimated accuracy of +/- 3 meters.
 DO2088
 DO2088.The orthometric height was determined by differential leveling and
 DO2088.adjusted by the NATIONAL GEODETIC SURVEY
 DO2088.in April 2013.
 DO2088
 DO2088.No vertical observational check was made to the station.
 DO2088
 DO2088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2088.GEOID18 height accuracy estimate available here.
 DO2088
 DO2088.Click photographs - Photos may exist for this station.
 DO2088
 DO2088.The dynamic height is computed by dividing the NAVD 88
 DO2088.geopotential number by the normal gravity value computed on the
 DO2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2088.degrees latitude (g = 980.6199 gals.).
 DO2088
 DO2088.The modeled gravity was interpolated from observed gravity values.
 DO2088
 DO2088;                    North         East    Units  Estimated Accuracy
 DO2088;SPC NJ       -   221,794.9     101,027.1     MT  (+/- 3 meters HH1 GPS) 
 DO2088
 DO2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9320019850(NAD 83)
 DO2088
 DO2088                          SUPERSEDED SURVEY CONTROL
 DO2088
 DO2088.No superseded survey control is available for this station.
 DO2088
 DO2088_MARKER: DD = SURVEY DISK
 DO2088_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2088_SP_SET: BRIDGE ABUTMENT
 DO2088_STAMPING: 21 Q 2 2011
 DO2088_MARK LOGO: NJGS
 DO2088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2088+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2011
 DO2088
 DO2088  HISTORY     - Date     Condition        Report By
 DO2088  HISTORY     - 20110818 MONUMENTED       NJGS
 DO2088
 DO2088                          STATION DESCRIPTION
 DO2088
 DO2088'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2088'THE STATION IS LOCATED IN BELVIDERE, SET VERTICALLY IN A DRILL HOLE IN
 DO2088'SOUTH FACE OF THE STONE MASONRY ABUTMENT FOR THE OLD RAILROAD BRIDGE
 DO2088'SPANNING WATER STREET.
 DO2088'
 DO2088'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND
 DO2088'MARKET/GREENWICH STREET (COUNTY ROAD 620) IN BELVIDERE, GO 0.15 MI
 DO2088'(0.2 KM) WEST ON WATER STREET TO THE STATION ON THE RIGHT.
 DO2088'
 DO2088'THE STATION IS 29 FT (8.8 M) NORTH OF THE CENTERLINE OF WATER STREET,
 DO2088'22 FT (6.7 M) EAST OF THE WEST END OF THE WALL, 27 FT (8.2 M) WEST OF
 DO2088'THE EAST END OF THE WALL, 12 FT (3.7 M) NORTH OF THE NORTH CURB OF
 DO2088'WATER STREET.  THE STATION IS ABOUT 3.5 FT (1.1 M) HIGHER THAN THE
 DO2088'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7124 ***********************************************************************
 KV7124  DESIGNATION -  21 R 1
 KV7124  PID         -  KV7124
 KV7124  STATE/COUNTY-  NJ/WARREN
 KV7124  COUNTRY     -  US
 KV7124  USGS QUAD   -  TRANQUILITY (2016)
 KV7124
 KV7124                         *CURRENT SURVEY CONTROL
 KV7124  ______________________________________________________________________
 KV7124* NAD 83(2011) POSITION- 40 55 19.49620(N) 074 51 34.69482(W)   ADJUSTED
 KV7124* NAD 83(2011) ELLIP HT-   131.542 (meters)        (06/27/12)   ADJUSTED
 KV7124* NAD 83(2011) EPOCH   -  2010.00
 KV7124* NAVD 88 ORTHO HEIGHT -   164.6   (meters)      540.    (feet) GPS OBS
 KV7124  ______________________________________________________________________
 KV7124  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7124  GEOID HEIGHT    -        -33.370 (meters)                     GEOID93
 KV7124  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 KV7124  NAD 83(2011) X  -  1,260,571.555 (meters)                     COMP
 KV7124  NAD 83(2011) Y  - -4,658,834.374 (meters)                     COMP
 KV7124  NAD 83(2011) Z  -  4,155,974.998 (meters)                     COMP
 KV7124  LAPLACE CORR    -          3.69  (seconds)                    DEFLEC18
 KV7124
 KV7124  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7124  Standards:
 KV7124         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7124            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7124  -------------------------------------------------------------------
 KV7124  NETWORK    0.53   1.08           0.24   0.19   0.55      0.05010525
 KV7124  -------------------------------------------------------------------
 KV7124  Click here for local accuracies and other accuracy information.
 KV7124
 KV7124.The horizontal coordinates were established by GPS observations
 KV7124.and adjusted by the National Geodetic Survey in June 2012.
 KV7124
 KV7124.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7124.been affixed to the stable North American tectonic plate. See 
 KV7124.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7124
 KV7124.The horizontal coordinates are valid at the epoch date displayed above
 KV7124.which is a decimal equivalence of Year/Month/Day.
 KV7124
 KV7124.The orthometric height was determined by GPS observations and a
 KV7124.high-resolution geoid model.
 KV7124
 KV7124.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7124.GEOID18 height accuracy estimate available here.
 KV7124
 KV7124.Click photographs - Photos may exist for this station.
 KV7124
 KV7124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7124
 KV7124.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7124
 KV7124.The ellipsoidal height was determined by GPS observations
 KV7124.and is referenced to NAD 83.
 KV7124
 KV7124. The following values were computed from the NAD 83(2011) position.
 KV7124
 KV7124;                    North         East     Units Scale Factor Converg.
 KV7124;SPC NJ       -   231,957.692   119,709.232   MT  0.99991129   -0 14 08.1
 KV7124;SPC NJ       -   761,014.53    392,746.04   sFT  0.99991129   -0 14 08.1
 KV7124;UTM  18      - 4,530,116.997   511,818.598   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1181830116(NAD 83)
 KV7124
 KV7124                          SUPERSEDED SURVEY CONTROL
 KV7124
 KV7124  NAD 83(2007)-  40 55 19.49639(N)    074 51 34.69578(W) AD(2002.00) 0
 KV7124  ELLIP H (02/10/07)  131.554  (m)                       GP(2002.00)    
 KV7124  ELLIP H (10/23/02)  131.550  (m)                       GP(       ) 4 1
 KV7124  NAD 83(1996)-  40 55 19.49644(N)    074 51 34.69607(W) AD(       ) 1
 KV7124  ELLIP H (05/14/99)  131.544  (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
 KV7124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7124.See file dsdata.pdf to determine how the superseded data were derived.
 KV7124
 KV7124_MARKER: DD = SURVEY DISK
 KV7124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DO2089 ***********************************************************************
 DO2089  DESIGNATION -  21 R 2
 DO2089  PID         -  DO2089
 DO2089  STATE/COUNTY-  NJ/WARREN
 DO2089  COUNTRY     -  US
 DO2089  USGS QUAD   -  BELVIDERE (2019)
 DO2089
 DO2089                         *CURRENT SURVEY CONTROL
 DO2089  ______________________________________________________________________
 DO2089* NAD 83(1986) POSITION- 40 48 08.17   (N) 075 04 54.51   (W)   HD_HELD1
 DO2089* NAVD 88 ORTHO HEIGHT -   109.293 (meters)      358.57  (feet) ADJUSTED
 DO2089  ______________________________________________________________________
 DO2089  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 DO2089  DYNAMIC HEIGHT  -        109.244 (meters)      358.41  (feet) COMP
 DO2089  MODELED GRAVITY -    980,172.9   (mgal)                       NAVD 88
 DO2089
 DO2089  VERT ORDER      -  SECOND    CLASS I
 DO2089
 DO2089.The horizontal coordinates were determined by differentially corrected
 DO2089.hand held GPS observations or other comparable positioning techniques
 DO2089.and have an estimated accuracy of +/- 3 meters.
 DO2089
 DO2089.The orthometric height was determined by differential leveling and
 DO2089.adjusted by the NATIONAL GEODETIC SURVEY
 DO2089.in April 2013.
 DO2089
 DO2089.No vertical observational check was made to the station.
 DO2089
 DO2089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2089.GEOID18 height accuracy estimate available here.
 DO2089
 DO2089.Click photographs - Photos may exist for this station.
 DO2089
 DO2089.The dynamic height is computed by dividing the NAVD 88
 DO2089.geopotential number by the normal gravity value computed on the
 DO2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2089.degrees latitude (g = 980.6199 gals.).
 DO2089
 DO2089.The modeled gravity was interpolated from observed gravity values.
 DO2089
 DO2089;                    North         East    Units  Estimated Accuracy
 DO2089;SPC NJ       -   218,754.3     100,908.2     MT  (+/- 3 meters HH1 GPS) 
 DO2089
 DO2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9309916810(NAD 83)
 DO2089
 DO2089                          SUPERSEDED SURVEY CONTROL
 DO2089
 DO2089.No superseded survey control is available for this station.
 DO2089
 DO2089_MARKER: DD = SURVEY DISK
 DO2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2089_STAMPING: 21 R 2 2011
 DO2089_MARK LOGO: NJGS
 DO2089_PROJECTION: FLUSH
 DO2089_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2089+STABILITY: SURFACE MOTION
 DO2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2089+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DO2089
 DO2089  HISTORY     - Date     Condition        Report By
 DO2089  HISTORY     - 20111018 MONUMENTED       NJGS
 DO2089  HISTORY     - 20180306 GOOD             NJGS
 DO2089
 DO2089                          STATION DESCRIPTION
 DO2089
 DO2089'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2089'THE STATION IS LOCATED IN WHITE TOWNSHIP, ON THE GROUNDS OF THE WARREN
 DO2089'COUNTY COMPLEX, ON THE WESTERLY SIDE OF THE FACILITY ROAD IN THE REAR
 DO2089'OF THE WARREN COUNTY CORRECTIONAL CENTER.
 DO2089'
 DO2089'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2089'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 DO2089'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION OF SOUTH
 DO2089'BRIDGEVILLE ROAD (COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2089'(COUNTY ROAD 620).  CONTINUE 0.4 MI (0.6 KM) SOUTH ON COUNTY ROAD 519
 DO2089'TO THE ENTRANCE DRIVEWAY TO THE COUNTY COMPLEX ON THE RIGHT.  TURN
 DO2089'RIGHT AND GO 0.2 MI (0.3 KM) WEST-NORTHWEST PAST THE WARREN DUMONT
 DO2089'ADMINISTRATION BUILDING PARKING LOT ON THE LEFT, THEN NORTHWESTERLY
 DO2089'BEHIND THE CORRECTION CENTER TO THE STATION ON THE LEFT.
 DO2089'
 DO2089'THE REACH THE STATION FROM THE JUNCTION OF ROXBURY STATION ROAD
 DO2089'(COUNTY ROAD 622)/ROXBURY HILL ROAD AND PHILLIPSBURG-BELVIDERE HIGHWAY
 DO2089'(COUNTY ROAD 519), GO 1.9 MI (3.1 KM) ON COUNTY ROAD 519 TO THE
 DO2089'ENTRANCE DRIVE.
 DO2089'
 DO2089'THE STATION IS 6.2 FT (1.9 M) WEST OF THE WEST EDGE OF THE ROAD, 17.3
 DO2089'FT (5.3 M) WEST OF THE CENTERLINE OF THE ROAD, 88.8 FT (27.1 M)
 DO2089'SOUTH-SOUTHWEST OF THE SOUTHWEST FENCE CORNER OF THE FENCE SURROUNDING
 DO2089'A SOLAR PANEL FIELD, 79.3 FT (24.2 M) SOUTH-SOUTHWEST OF A LIGHT POLE,
 DO2089'60.5 FT (18.4 M) NORTHWEST OF A LIGHT POLE, 92 FT (28.0 M) WEST OF THE
 DO2089'WESTERLY OF 4 WATER VALVES IN A T-SHAPED CONCRETE PAD ON THE WEST SIDE
 DO2089'OF THE CORRECTION CENTER FENCE, 122 FT (37.2 M) NORTH OF THE NORTH
 DO2089'EDGE OF A UNDERGROUND CABLE JUNCTION ACCESS CHAMBER, 2 FT (0.6 M) WEST
 DO2089'OF A METAL WITNESS SIGN AND POST.
 DO2089
 DO2089                          STATION RECOVERY (2018)
 DO2089
 DO2089'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DO2089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7125 ***********************************************************************
 KV7125  DESIGNATION -  21 S 1
 KV7125  PID         -  KV7125
 KV7125  STATE/COUNTY-  NJ/WARREN
 KV7125  COUNTRY     -  US
 KV7125  USGS QUAD   -  TRANQUILITY (2016)
 KV7125
 KV7125                         *CURRENT SURVEY CONTROL
 KV7125  ______________________________________________________________________
 KV7125* NAD 83(2011) POSITION- 40 55 02.46250(N) 074 48 44.04896(W)   ADJUSTED
 KV7125* NAD 83(2011) ELLIP HT-   203.312 (meters)        (06/27/12)   ADJUSTED
 KV7125* NAD 83(2011) EPOCH   -  2010.00
 KV7125* NAVD 88 ORTHO HEIGHT -   236.3   (meters)      775.    (feet) GPS OBS
 KV7125  ______________________________________________________________________
 KV7125  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7125  GEOID HEIGHT    -        -33.300 (meters)                     GEOID93
 KV7125  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 KV7125  NAD 83(2011) X  -  1,264,529.822 (meters)                     COMP
 KV7125  NAD 83(2011) Y  - -4,658,174.388 (meters)                     COMP
 KV7125  NAD 83(2011) Z  -  4,155,624.950 (meters)                     COMP
 KV7125  LAPLACE CORR    -          4.73  (seconds)                    DEFLEC18
 KV7125
 KV7125  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7125  Standards:
 KV7125         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7125            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7125  -------------------------------------------------------------------
 KV7125  NETWORK    0.50   1.04           0.22   0.19   0.53      0.06199173
 KV7125  -------------------------------------------------------------------
 KV7125  Click here for local accuracies and other accuracy information.
 KV7125
 KV7125.The horizontal coordinates were established by GPS observations
 KV7125.and adjusted by the National Geodetic Survey in June 2012.
 KV7125
 KV7125.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7125.been affixed to the stable North American tectonic plate. See 
 KV7125.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7125
 KV7125.The horizontal coordinates are valid at the epoch date displayed above
 KV7125.which is a decimal equivalence of Year/Month/Day.
 KV7125
 KV7125.The orthometric height was determined by GPS observations and a
 KV7125.high-resolution geoid model.
 KV7125
 KV7125.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7125.GEOID18 height accuracy estimate available here.
 KV7125
 KV7125.Click photographs - Photos may exist for this station.
 KV7125
 KV7125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7125
 KV7125.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7125
 KV7125.The ellipsoidal height was determined by GPS observations
 KV7125.and is referenced to NAD 83.
 KV7125
 KV7125. The following values were computed from the NAD 83(2011) position.
 KV7125
 KV7125;                    North         East     Units Scale Factor Converg.
 KV7125;SPC NJ       -   231,416.957   123,699.805   MT  0.99990851   -0 12 16.2
 KV7125;SPC NJ       -   759,240.47    405,838.44   sFT  0.99990851   -0 12 16.2
 KV7125;UTM  18      - 4,529,599.239   515,810.968   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1581029599(NAD 83)
 KV7125
 KV7125                          SUPERSEDED SURVEY CONTROL
 KV7125
 KV7125  NAD 83(2007)-  40 55 02.46269(N)    074 48 44.04991(W) AD(2002.00) 0
 KV7125  ELLIP H (02/10/07)  203.324  (m)                       GP(2002.00)    
 KV7125  ELLIP H (10/23/02)  203.321  (m)                       GP(       ) 4 1
 KV7125  NAD 83(1996)-  40 55 02.46274(N)    074 48 44.05021(W) AD(       ) 1
 KV7125  ELLIP H (05/14/99)  203.314  (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
 KV7125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7125.See file dsdata.pdf to determine how the superseded data were derived.
 KV7125
 KV7125_MARKER: DD = SURVEY DISK
 KV7125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - October 18, 2019
 KV7125
 KV7125  HISTORY     - Date     Condition        Report By
 KV7125  HISTORY     - 1993     MONUMENTED       NJGS
 KV7125  HISTORY     - 20010410 GOOD             NJGS
 KV7125  HISTORY     - 20060925 GOOD             AASCO
 KV7125  HISTORY     - 20111104 GOOD             BOSWEL
 KV7125  HISTORY     - 20191018 GOOD             NJGS
 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.
 KV7125
 KV7125                          STATION RECOVERY (2011)
 KV7125
 KV7125'RECOVERY NOTE BY BOSWELL ENGINEERING 2011 (AB)
 KV7125'RECOVERED IN GOOD CONDITION.
 KV7125
 KV7125                          STATION RECOVERY (2019)
 KV7125
 KV7125'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV7125'THE WITNESS POST IS BENT AND THE SIGN IS MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7126 ***********************************************************************
 KV7126  DESIGNATION -  21 T 1
 KV7126  PID         -  KV7126
 KV7126  STATE/COUNTY-  NJ/WARREN
 KV7126  COUNTRY     -  US
 KV7126  USGS QUAD   -  TRANQUILITY (2016)
 KV7126
 KV7126                         *CURRENT SURVEY CONTROL
 KV7126  ______________________________________________________________________
 KV7126* NAD 83(2011) POSITION- 40 55 12.26446(N) 074 48 09.97284(W)   ADJUSTED
 KV7126* NAD 83(2011) ELLIP HT-   276.080 (meters)        (06/27/12)   ADJUSTED
 KV7126* NAD 83(2011) EPOCH   -  2010.00
 KV7126* NAVD 88 ORTHO HEIGHT -   309.1   (meters)     1014.    (feet) GPS OBS
 KV7126  ______________________________________________________________________
 KV7126  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7126  GEOID HEIGHT    -        -33.280 (meters)                     GEOID93
 KV7126  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 KV7126  NAD 83(2011) X  -  1,265,261.857 (meters)                     COMP
 KV7126  NAD 83(2011) Y  - -4,657,827.351 (meters)                     COMP
 KV7126  NAD 83(2011) Z  -  4,155,901.103 (meters)                     COMP
 KV7126  LAPLACE CORR    -          4.87  (seconds)                    DEFLEC18
 KV7126
 KV7126  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7126  Standards:
 KV7126         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7126            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7126  -------------------------------------------------------------------
 KV7126  NETWORK    0.49   0.98           0.22   0.17   0.50      0.05359088
 KV7126  -------------------------------------------------------------------
 KV7126  Click here for local accuracies and other accuracy information.
 KV7126
 KV7126.The horizontal coordinates were established by GPS observations
 KV7126.and adjusted by the National Geodetic Survey in June 2012.
 KV7126
 KV7126.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7126.been affixed to the stable North American tectonic plate. See 
 KV7126.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7126
 KV7126.The horizontal coordinates are valid at the epoch date displayed above
 KV7126.which is a decimal equivalence of Year/Month/Day.
 KV7126
 KV7126.The orthometric height was determined by GPS observations and a
 KV7126.high-resolution geoid model.
 KV7126
 KV7126.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7126.GEOID18 height accuracy estimate available here.
 KV7126
 KV7126.Click photographs - Photos may exist for this station.
 KV7126
 KV7126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7126
 KV7126.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7126
 KV7126.The ellipsoidal height was determined by GPS observations
 KV7126.and is referenced to NAD 83.
 KV7126
 KV7126. The following values were computed from the NAD 83(2011) position.
 KV7126
 KV7126;                    North         East     Units Scale Factor Converg.
 KV7126;SPC NJ       -   231,716.494   124,498.156   MT  0.99990800   -0 11 53.9
 KV7126;SPC NJ       -   760,223.20    408,457.70   sFT  0.99990800   -0 11 53.9
 KV7126;UTM  18      - 4,529,903.242   516,607.351   MT  0.99960339   +0 07 45.1
 KV7126
 KV7126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7126!SPC NJ       -   0.99995670  x   0.99990800  =   0.99986470
 KV7126!UTM  18      -   0.99995670  x   0.99960339  =   0.99956010
 KV7126
 KV7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1660729903(NAD 83)
 KV7126
 KV7126                          SUPERSEDED SURVEY CONTROL
 KV7126
 KV7126  NAD 83(2007)-  40 55 12.26465(N)    074 48 09.97379(W) AD(2002.00) 0
 KV7126  ELLIP H (02/10/07)  276.092  (m)                       GP(2002.00)    
 KV7126  ELLIP H (10/23/02)  276.088  (m)                       GP(       ) 4 1
 KV7126  NAD 83(1996)-  40 55 12.26470(N)    074 48 09.97408(W) AD(       ) 1
 KV7126  ELLIP H (05/14/99)  276.082  (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
 KV7126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7126.See file dsdata.pdf to determine how the superseded data were derived.
 KV7126
 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 - June 29, 2026
 KV7126
 KV7126  HISTORY     - Date     Condition        Report By
 KV7126  HISTORY     - 1993     MONUMENTED       NJGS
 KV7126  HISTORY     - 20010410 GOOD             NJGS
 KV7126  HISTORY     - 20030403 GOOD             JCLS
 KV7126  HISTORY     - 20090919 GOOD             GEOCAC
 KV7126  HISTORY     - 20111104 GOOD             BOSWEL
 KV7126  HISTORY     - 20240801 GOOD             NJGS
 KV7126  HISTORY     - 20260629 GOOD             INDIV
 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.
 KV7126
 KV7126                          STATION RECOVERY (2009)
 KV7126
 KV7126'RECOVERY NOTE BY GEOCACHING 2009 (RLM)
 KV7126'RECOVERED IN GOOD CONDITION.
 KV7126'
 KV7126
 KV7126                          STATION RECOVERY (2011)
 KV7126
 KV7126'RECOVERY NOTE BY BOSWELL ENGINEERING 2011 (AB)
 KV7126'RECOVERED IN GOOD CONDITION.
 KV7126
 KV7126                          STATION RECOVERY (2024)
 KV7126
 KV7126'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JR)
 KV7126'RECOVERED IN GOOD CONDITION.
 KV7126
 KV7126                          STATION RECOVERY (2026)
 KV7126
 KV7126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2026 (EB)
 KV7126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV7127  USGS QUAD   -  HACKETTSTOWN (2016)
 KV7127
 KV7127                         *CURRENT SURVEY CONTROL
 KV7127  ______________________________________________________________________
 KV7127* NAD 83(2011) POSITION- 40 49 23.28998(N) 074 51 07.42332(W)   ADJUSTED
 KV7127* NAD 83(2011) ELLIP HT-   161.670 (meters)        (06/27/12)   ADJUSTED
 KV7127* NAD 83(2011) EPOCH   -  2010.00
 KV7127* NAVD 88 ORTHO HEIGHT -   194.890 (meters)      639.40  (feet) ADJUSTED
 KV7127  ______________________________________________________________________
 KV7127  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 KV7127  NAD 83(2011) X  -  1,263,072.451 (meters)                     COMP
 KV7127  NAD 83(2011) Y  - -4,665,630.376 (meters)                     COMP
 KV7127  NAD 83(2011) Z  -  4,147,685.679 (meters)                     COMP
 KV7127  LAPLACE CORR    -          2.82  (seconds)                    DEFLEC18
 KV7127  DYNAMIC HEIGHT  -        194.801 (meters)      639.11  (feet) COMP
 KV7127  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 KV7127
 KV7127  VERT ORDER      -  SECOND    CLASS I
 KV7127
 KV7127  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7127  Standards:
 KV7127         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7127            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7127  -------------------------------------------------------------------
 KV7127  NETWORK    0.52   1.23           0.23   0.19   0.63     -0.02797120
 KV7127  -------------------------------------------------------------------
 KV7127  Click here for local accuracies and other accuracy information.
 KV7127
 KV7127.The horizontal coordinates were established by GPS observations
 KV7127.and adjusted by the National Geodetic Survey in June 2012.
 KV7127
 KV7127.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7127.been affixed to the stable North American tectonic plate. See 
 KV7127.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7127
 KV7127.The horizontal coordinates are valid at the epoch date displayed above
 KV7127.which is a decimal equivalence of Year/Month/Day.
 KV7127
 KV7127.The orthometric height was determined by differential leveling and
 KV7127.adjusted by the NATIONAL GEODETIC SURVEY
 KV7127.in September 1996.
 KV7127
 KV7127.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7127.GEOID18 height accuracy estimate available here.
 KV7127
 KV7127.Click photographs - Photos may exist for this station.
 KV7127
 KV7127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7127
 KV7127.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7127
 KV7127.The ellipsoidal height was determined by GPS observations
 KV7127.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV7127
 KV7127;                    North         East     Units Scale Factor Converg.
 KV7127;SPC NJ       -   220,968.050   120,303.101   MT  0.99991085   -0 13 48.6
 KV7127;SPC NJ       -   724,959.34    394,694.42   sFT  0.99991085   -0 13 48.6
 KV7127;UTM  18      - 4,519,134.322   512,475.010   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1247519134(NAD 83)
 KV7127
 KV7127|---------------------------------------------------------------------|
 KV7127| PID    Reference Object                     Distance      Geod. Az  |
 KV7127|                                                           dddmmss.s |
 KV7127| KV7128 21 V 1                              384.022 METERS 21537     |
 KV7127|---------------------------------------------------------------------|
 KV7127
 KV7127                          SUPERSEDED SURVEY CONTROL
 KV7127
 KV7127  NAD 83(2007)-  40 49 23.29015(N)    074 51 07.42365(W) AD(2002.00) 0
 KV7127  ELLIP H (02/10/07)  161.690  (m)                       GP(2002.00)    
 KV7127  ELLIP H (09/24/01)  161.693  (m)                       GP(       ) 4 1
 KV7127  NAD 83(1996)-  40 49 23.29018(N)    074 51 07.42410(W) AD(       ) B
 KV7127  ELLIP H (08/14/98)  161.677  (m)                       GP(       ) 3 2
 KV7127  NAD 83(1986)-  40 49 23.28935(N)    074 51 07.42506(W) AD(       ) 1
 KV7127  NAVD 88             194.89   (m)          639.4    (f) LEVELING    3  
 KV7127  NAVD 88 (07/21/94)  194.9    (m)  GEOID93  model used  GPS OBS        
 KV7127
 KV7127.Superseded values are not recommended for survey control.
 KV7127
 KV7127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7127.See file dsdata.pdf to determine how the superseded data were derived.
 KV7127
 KV7127_MARKER: DD = SURVEY DISK
 KV7127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - August 09, 2014
 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  HISTORY     - 20070418 GOOD             JCLS
 KV7127  HISTORY     - 20090416 GOOD             JCLS
 KV7127  HISTORY     - 20140809 GOOD             WOOLPT
 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                          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
 KV7127
 KV7127                          STATION RECOVERY (2007)
 KV7127
 KV7127'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 KV7127'RECOVERED IN GOOD CONDITION.
 KV7127
 KV7127                          STATION RECOVERY (2009)
 KV7127
 KV7127'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 KV7127'RECOVERED IN GOOD CONDITION.
 KV7127
 KV7127                          STATION RECOVERY (2014)
 KV7127
 KV7127'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DMH)
 KV7127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7128 ***********************************************************************
 KV7128  DESIGNATION -  21 V 1
 KV7128  PID         -  KV7128
 KV7128  STATE/COUNTY-  NJ/WARREN
 KV7128  COUNTRY     -  US
 KV7128  USGS QUAD   -  HACKETTSTOWN (2016)
 KV7128
 KV7128                         *CURRENT SURVEY CONTROL
 KV7128  ______________________________________________________________________
 KV7128* NAD 83(2011) POSITION- 40 49 13.16968(N) 074 51 16.96670(W)   ADJUSTED
 KV7128* NAD 83(2011) ELLIP HT-   168.627 (meters)        (06/27/12)   ADJUSTED
 KV7128* NAD 83(2011) EPOCH   -  2010.00
 KV7128* NAVD 88 ORTHO HEIGHT -   201.849 (meters)      662.23  (feet) ADJUSTED
 KV7128  ______________________________________________________________________
 KV7128  GEOID HEIGHT    -        -33.229 (meters)                     GEOID18
 KV7128  NAD 83(2011) X  -  1,262,911.278 (meters)                     COMP
 KV7128  NAD 83(2011) Y  - -4,665,890.887 (meters)                     COMP
 KV7128  NAD 83(2011) Z  -  4,147,453.976 (meters)                     COMP
 KV7128  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 KV7128  DYNAMIC HEIGHT  -        201.757 (meters)      661.93  (feet) COMP
 KV7128  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 KV7128
 KV7128  VERT ORDER      -  SECOND    CLASS I
 KV7128
 KV7128  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7128  Standards:
 KV7128         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7128            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7128  -------------------------------------------------------------------
 KV7128  NETWORK    0.51   1.06           0.23   0.18   0.54      0.05359224
 KV7128  -------------------------------------------------------------------
 KV7128  Click here for local accuracies and other accuracy information.
 KV7128
 KV7128.The horizontal coordinates were established by GPS observations
 KV7128.and adjusted by the National Geodetic Survey in June 2012.
 KV7128
 KV7128.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7128.been affixed to the stable North American tectonic plate. See 
 KV7128.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7128
 KV7128.The horizontal coordinates are valid at the epoch date displayed above
 KV7128.which is a decimal equivalence of Year/Month/Day.
 KV7128
 KV7128.The orthometric height was determined by differential leveling and
 KV7128.adjusted by the NATIONAL GEODETIC SURVEY
 KV7128.in September 1996.
 KV7128
 KV7128.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7128.GEOID18 height accuracy estimate available here.
 KV7128
 KV7128.Click photographs - Photos may exist for this station.
 KV7128
 KV7128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7128
 KV7128.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7128
 KV7128.The ellipsoidal height was determined by GPS observations
 KV7128.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV7128
 KV7128;                    North         East     Units Scale Factor Converg.
 KV7128;SPC NJ       -   220,656.797   120,078.227   MT  0.99991102   -0 13 54.7
 KV7128;SPC NJ       -   723,938.17    393,956.65   sFT  0.99991102   -0 13 54.7
 KV7128;UTM  18      - 4,518,821.889   512,251.984   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1225118821(NAD 83)
 KV7128
 KV7128|---------------------------------------------------------------------|
 KV7128| PID    Reference Object                     Distance      Geod. Az  |
 KV7128|                                                           dddmmss.s |
 KV7128| KV7127 21 U 1                              384.022 METERS 03537     |
 KV7128|---------------------------------------------------------------------|
 KV7128
 KV7128                          SUPERSEDED SURVEY CONTROL
 KV7128
 KV7128  NAD 83(2007)-  40 49 13.16986(N)    074 51 16.96767(W) AD(2002.00) 0
 KV7128  ELLIP H (02/10/07)  168.640  (m)                       GP(2002.00)    
 KV7128  ELLIP H (10/23/02)  168.641  (m)                       GP(       ) 4 1
 KV7128  NAD 83(1996)-  40 49 13.16989(N)    074 51 16.96807(W) AD(       ) 1
 KV7128  ELLIP H (05/14/99)  168.628  (m)                       GP(       ) 4 1
 KV7128  NAD 83(1986)-  40 49 13.16905(N)    074 51 16.96910(W) AD(       ) 1
 KV7128  NAVD 88 (07/21/94)  201.8    (m)  GEOID93  model used  GPS OBS        
 KV7128
 KV7128.Superseded values are not recommended for survey control.
 KV7128
 KV7128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7128.See file dsdata.pdf to determine how the superseded data were derived.
 KV7128
 KV7128_MARKER: DD = SURVEY DISK
 KV7128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7128_STAMPING: 21 V 1 1993
 KV7128_MARK LOGO: NJGS
 KV7128_PROJECTION: FLUSH
 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 - September 25, 2019
 KV7128
 KV7128  HISTORY     - Date     Condition        Report By
 KV7128  HISTORY     - 1993     MONUMENTED       NJGS
 KV7128  HISTORY     - 19960305 GOOD             NJGS
 KV7128  HISTORY     - 20150428 GOOD             INDIV
 KV7128  HISTORY     - 20190925 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.
 KV7128
 KV7128                          STATION RECOVERY (2015)
 KV7128
 KV7128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (MW)
 KV7128'RECOVERED IN GOOD CONDITION, SUITABLE FOR G.P.S. OBSERVATION.
 KV7128
 KV7128                          STATION RECOVERY (2019)
 KV7128
 KV7128'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV7128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7129 ***********************************************************************
 KV7129  DESIGNATION -  21 W 1
 KV7129  PID         -  KV7129
 KV7129  STATE/COUNTY-  NJ/WARREN
 KV7129  COUNTRY     -  US
 KV7129  USGS QUAD   -  WASHINGTON (2016)
 KV7129
 KV7129                         *CURRENT SURVEY CONTROL
 KV7129  ______________________________________________________________________
 KV7129* NAD 83(2011) POSITION- 40 52 21.61671(N) 074 54 03.17454(W)   ADJUSTED
 KV7129* NAD 83(2011) ELLIP HT-   129.110 (meters)        (06/27/12)   ADJUSTED
 KV7129* NAD 83(2011) EPOCH   -  2010.00
 KV7129* NAVD 88 ORTHO HEIGHT -   162.3   (meters)      532.    (feet) GPS OBS
 KV7129  ______________________________________________________________________
 KV7129  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7129  GEOID HEIGHT    -        -33.510 (meters)                     GEOID93
 KV7129  GEOID HEIGHT    -        -33.232 (meters)                     GEOID18
 KV7129  NAD 83(2011) X  -  1,258,152.915 (meters)                     COMP
 KV7129  NAD 83(2011) Y  - -4,663,207.354 (meters)                     COMP
 KV7129  NAD 83(2011) Z  -  4,151,825.650 (meters)                     COMP
 KV7129  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 KV7129
 KV7129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7129  Standards:
 KV7129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7129  -------------------------------------------------------------------
 KV7129  NETWORK    0.52   1.06           0.23   0.19   0.54      0.05665414
 KV7129  -------------------------------------------------------------------
 KV7129  Click here for local accuracies and other accuracy information.
 KV7129
 KV7129.The horizontal coordinates were established by GPS observations
 KV7129.and adjusted by the National Geodetic Survey in June 2012.
 KV7129
 KV7129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7129.been affixed to the stable North American tectonic plate. See 
 KV7129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7129
 KV7129.The horizontal coordinates are valid at the epoch date displayed above
 KV7129.which is a decimal equivalence of Year/Month/Day.
 KV7129
 KV7129.The orthometric height was determined by GPS observations and a
 KV7129.high-resolution geoid model.
 KV7129
 KV7129.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7129.GEOID18 height accuracy estimate available here.
 KV7129
 KV7129.Click photographs - Photos may exist for this station.
 KV7129
 KV7129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7129
 KV7129.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7129
 KV7129.The ellipsoidal height was determined by GPS observations
 KV7129.and is referenced to NAD 83.
 KV7129
 KV7129. The following values were computed from the NAD 83(2011) position.
 KV7129
 KV7129;                    North         East     Units Scale Factor Converg.
 KV7129;SPC NJ       -   226,486.140   116,210.249   MT  0.99991405   -0 15 44.4
 KV7129;SPC NJ       -   743,063.28    381,266.46   sFT  0.99991405   -0 15 44.4
 KV7129;UTM  18      - 4,524,627.253   508,352.013   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  =   0.99958062
 KV7129
 KV7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0835224627(NAD 83)
 KV7129
 KV7129                          SUPERSEDED SURVEY CONTROL
 KV7129
 KV7129  NAD 83(2007)-  40 52 21.61690(N)    074 54 03.17550(W) AD(2002.00) 0
 KV7129  ELLIP H (02/10/07)  129.123  (m)                       GP(2002.00)    
 KV7129  ELLIP H (10/23/02)  129.120  (m)                       GP(       ) 4 1
 KV7129  NAD 83(1996)-  40 52 21.61695(N)    074 54 03.17582(W) AD(       ) 1
 KV7129  ELLIP H (05/14/99)  129.112  (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
 KV7129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7129.See file dsdata.pdf to determine how the superseded data were derived.
 KV7129
 KV7129_MARKER: DD = SURVEY DISK
 KV7129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7129_STAMPING: 21 W 1 1993
 KV7129_MARK LOGO: NJGS
 KV7129_PROJECTION: FLUSH
 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 - June 19, 2020
 KV7129
 KV7129  HISTORY     - Date     Condition        Report By
 KV7129  HISTORY     - 1993     MONUMENTED       NJGS
 KV7129  HISTORY     - 20060831 GOOD             AASCO
 KV7129  HISTORY     - 20060925 GOOD             AASCO
 KV7129  HISTORY     - 20200619 GOOD             NJGS
 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.
 KV7129
 KV7129                          STATION RECOVERY (2020)
 KV7129
 KV7129'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV7129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6680 ***********************************************************************
 AB6680  DESIGNATION -  21 X 1
 AB6680  PID         -  AB6680
 AB6680  STATE/COUNTY-  NJ/WARREN
 AB6680  COUNTRY     -  US
 AB6680  USGS QUAD   -  HACKETTSTOWN (2016)
 AB6680
 AB6680                         *CURRENT SURVEY CONTROL
 AB6680  ______________________________________________________________________
 AB6680* NAD 83(1986) POSITION- 40 49 42.     (N) 074 51 50.     (W)   SCALED
 AB6680* NAVD 88 ORTHO HEIGHT -   171.847 (meters)      563.80  (feet) ADJUSTED
 AB6680  ______________________________________________________________________
 AB6680  GEOID HEIGHT    -        -33.225 (meters)                     GEOID18
 AB6680  DYNAMIC HEIGHT  -        171.767 (meters)      563.54  (feet) COMP
 AB6680  MODELED GRAVITY -    980,158.8   (mgal)                       NAVD 88
 AB6680
 AB6680  VERT ORDER      -  SECOND    CLASS I
 AB6680
 AB6680.The horizontal coordinates were scaled from a map and have
 AB6680.an estimated accuracy of +/- 6 seconds.
 AB6680
 AB6680.The orthometric height was determined by differential leveling and
 AB6680.adjusted by the NATIONAL GEODETIC SURVEY
 AB6680.in September 1996.
 AB6680
 AB6680.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6680.GEOID18 height accuracy estimate available here.
 AB6680
 AB6680.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL114197(NAD 83)
 AB6680
 AB6680                          SUPERSEDED SURVEY CONTROL
 AB6680
 AB6680.No superseded survey control is available for this station.
 AB6680
 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 = JULY 24, 2026 22:12:30 EDT
 DM8524 ***********************************************************************
 DM8524  DESIGNATION -  21 Y 1
 DM8524  PID         -  DM8524
 DM8524  STATE/COUNTY-  NJ/WARREN
 DM8524  COUNTRY     -  US
 DM8524  USGS QUAD   -  BLOOMSBURY (2019)
 DM8524
 DM8524                         *CURRENT SURVEY CONTROL
 DM8524  ______________________________________________________________________
 DM8524* NAD 83(1986) POSITION- 40 39 37.     (N) 075 04 48.     (W)   SCALED
 DM8524* NAVD 88 ORTHO HEIGHT -    85.339 (meters)      279.98  (feet) ADJUSTED
 DM8524  ______________________________________________________________________
 DM8524  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 DM8524  DYNAMIC HEIGHT  -         85.299 (meters)      279.85  (feet) COMP
 DM8524  MODELED GRAVITY -    980,156.3   (mgal)                       NAVD 88
 DM8524
 DM8524  VERT ORDER      -  SECOND    CLASS I
 DM8524
 DM8524.The horizontal coordinates were scaled from a map and have
 DM8524.an estimated accuracy of +/- 6 seconds.
 DM8524
 DM8524.The orthometric height was determined by differential leveling and
 DM8524.adjusted by the NATIONAL GEODETIC SURVEY
 DM8524.in April 2013.
 DM8524
 DM8524.No vertical observational check was made to the station.
 DM8524
 DM8524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8524.GEOID18 height accuracy estimate available here.
 DM8524
 DM8524.Click photographs - Photos may exist for this station.
 DM8524
 DM8524.The dynamic height is computed by dividing the NAVD 88
 DM8524.geopotential number by the normal gravity value computed on the
 DM8524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8524.degrees latitude (g = 980.6199 gals.).
 DM8524
 DM8524.The modeled gravity was interpolated from observed gravity values.
 DM8524
 DM8524;                    North         East    Units  Estimated Accuracy
 DM8524;SPC NJ       -   202,990.      100,960.      MT  (+/- 180 meters Scaled)
 DM8524
 DM8524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL932010(NAD 83)
 DM8524
 DM8524                          SUPERSEDED SURVEY CONTROL
 DM8524
 DM8524.No superseded survey control is available for this station.
 DM8524
 DM8524_MARKER: DD = SURVEY DISK
 DM8524_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM8524_SP_SET: ELECTRICAL JUNCTION BOX
 DM8524_STAMPING: 21 Y 1 2010
 DM8524_MARK LOGO: NJGS
 DM8524_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8524+STABILITY: SURFACE MOTION
 DM8524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8524+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 DM8524
 DM8524  HISTORY     - Date     Condition        Report By
 DM8524  HISTORY     - 20100603 MONUMENTED       NJGS
 DM8524
 DM8524                          STATION DESCRIPTION
 DM8524
 DM8524'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM8524'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, SET IN A DRILL HOLE IN
 DM8524'THE NORTHEAST CORNER OF AN ELECTRICAL JUNCTION BOX MANHOLE IN A
 DM8524'TRIANGULAR SHAPED TRAFFIC ISLAND AT THE T-JUNCTION OF THE EXIT RAMP
 DM8524'LEADING EASTERLY FROM US INTERSTATE 78 (EXIT 6 - WARREN GLEN/ASBURY
 DM8524'AND WEIGH STATION) TO BLOOMSBURY ROAD (COUNTY ROAD 632).
 DM8524'
 DM8524'TO REACH THE STATION FROM EXIT 7 OF US INTERSTATE 78, GO ABOUT 0.6 MI
 DM8524'(1.0 KM) SOUTH-SOUTHWEST ON NJ ROUTE 173 FROM THE I-78 BRIDGE OVER NJ
 DM8524'ROUTE 173, TOWARD BLOOMSBURY, OVER THE MUSCONETCONG RIVER TO THE
 DM8524'T-JUNCTION WITH BLOOMSBURY ROAD (COUNTY ROAD 632).  TURN RIGHT AND GO
 DM8524'0.1 MI (0.2 KM) NORTH ON BLOOMSBURY ROAD TO THE STATION ON THE LEFT.
 DM8524'
 DM8524'THE STATION IS 29 FT (8.8 M) WEST OF THE CENTERLINE OF BLOOMSBURY
 DM8524'ROAD, 3.8 FT (1.2 M) NORTH-NORTHEAST OF A LIGHT POLE, 5.5 FT (1.7 M)
 DM8524'SOUTH OF THE NORTH CURB OF THE ISLAND, 5.0 FT (1.5 M) SOUTHEAST OF A
 DM8524'SIGN (STOP) WITH A WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM8523 ***********************************************************************
 DM8523  DESIGNATION -  21 Z 1
 DM8523  PID         -  DM8523
 DM8523  STATE/COUNTY-  NJ/WARREN
 DM8523  COUNTRY     -  US
 DM8523  USGS QUAD   -  BLOOMSBURY (2019)
 DM8523
 DM8523                         *CURRENT SURVEY CONTROL
 DM8523  ______________________________________________________________________
 DM8523* NAD 83(1986) POSITION- 40 39 32.     (N) 075 04 50.     (W)   SCALED
 DM8523* NAVD 88 ORTHO HEIGHT -    84.566 (meters)      277.45  (feet) ADJUSTED
 DM8523  ______________________________________________________________________
 DM8523  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 DM8523  DYNAMIC HEIGHT  -         84.526 (meters)      277.32  (feet) COMP
 DM8523  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 DM8523
 DM8523  VERT ORDER      -  SECOND    CLASS I
 DM8523
 DM8523.The horizontal coordinates were scaled from a map and have
 DM8523.an estimated accuracy of +/- 6 seconds.
 DM8523
 DM8523.The orthometric height was determined by differential leveling and
 DM8523.adjusted by the NATIONAL GEODETIC SURVEY
 DM8523.in April 2013.
 DM8523
 DM8523.No vertical observational check was made to the station.
 DM8523
 DM8523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8523.GEOID18 height accuracy estimate available here.
 DM8523
 DM8523.Click photographs - Photos may exist for this station.
 DM8523
 DM8523.The dynamic height is computed by dividing the NAVD 88
 DM8523.geopotential number by the normal gravity value computed on the
 DM8523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8523.degrees latitude (g = 980.6199 gals.).
 DM8523
 DM8523.The modeled gravity was interpolated from observed gravity values.
 DM8523
 DM8523;                    North         East    Units  Estimated Accuracy
 DM8523;SPC NJ       -   202,830.      100,910.      MT  (+/- 180 meters Scaled)
 DM8523
 DM8523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL931008(NAD 83)
 DM8523
 DM8523                          SUPERSEDED SURVEY CONTROL
 DM8523
 DM8523.No superseded survey control is available for this station.
 DM8523
 DM8523_MARKER: DD = SURVEY DISK
 DM8523_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8523_SP_SET: BRIDGE ABUTMENT
 DM8523_STAMPING: 21 Z 1 2010
 DM8523_MARK LOGO: NJGS
 DM8523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8523+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 DM8523
 DM8523  HISTORY     - Date     Condition        Report By
 DM8523  HISTORY     - 20100603 MONUMENTED       NJGS
 DM8523
 DM8523                          STATION DESCRIPTION
 DM8523
 DM8523'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM8523'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, SET IN A DRILL HOLE IN
 DM8523'THE NORTH END OF THE WESTERLY ABUTMENT OF THE NEWLY BUILT BRIDGE FOR
 DM8523'NJ ROUTE 173 SPANNING THE MUCONETCONG RIVER, AT THE COUNTY LINE.
 DM8523'
 DM8523'TO REACH THE STATION FROM EXIT 7 OF US INTERSTATE 78, GO ABOUT 0.55 MI
 DM8523'(0.9 KM) SOUTH-SOUTHWEST ON NJ ROUTE 173 FROM THE I-78 BRIDGE OVER NJ
 DM8523'ROUTE 173, TOWARD BLOOMSBURY TO THE MUSCONETCONG RIVER AND THE BRIDGE
 DM8523'AND STATION ON THE RIGHT.
 DM8523'
 DM8523'THE STATION IS 25 FT (7.6 M) NORTH OF THE CENTERLINE OF ROUTE 173, 134
 DM8523'FT (40.8 M) EAST OF THE CENTERLINE INTERSECTION OF NJ ROUTE 173 AND
 DM8523'BLOOMSBURY ROAD (COUNTY ROAD 632), 1.5 FT (0.5 M) SOUTH OF THE NORTH
 DM8523'EDGE OF THE ABUTMENT, 75 FT (22.9 M) NORTH OF POLE NUMBER NJ173GW.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1010 ***********************************************************************
 KV1010  DESIGNATION -  21.14 NJGS
 KV1010  PID         -  KV1010
 KV1010  STATE/COUNTY-  NJ/BURLINGTON
 KV1010  COUNTRY     -  US
 KV1010  USGS QUAD   -  FRANKFORD (2019)
 KV1010
 KV1010                         *CURRENT SURVEY CONTROL
 KV1010  ______________________________________________________________________
 KV1010* NAD 83(1986) POSITION- 40 00 31.     (N) 075 00 51.     (W)   SCALED
 KV1010* NAVD 88 ORTHO HEIGHT -     6.204 (meters)       20.35  (feet) POSTED
 KV1010  ______________________________________________________________________
 KV1010  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 KV1010  DYNAMIC HEIGHT  -          6.20  (meters)       20.3   (feet) COMP
 KV1010  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 KV1010
 KV1010  VERT ORDER      -  * POSTED, SEE BELOW
 KV1010
 KV1010.The horizontal coordinates were scaled from a 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
 KV1010.* This is a POSTED BENCH MARK height.
 KV1010
 KV1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1010.GEOID18 height accuracy estimate available here.
 KV1010
 KV1010.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK987287(NAD 83)
 KV1010
 KV1010                          SUPERSEDED SURVEY CONTROL
 KV1010
 KV1010  NGVD 29 (11/26/84)    6.562  (m)           21.53   (f) ADJUSTED    1 2
 KV1010
 KV1010.Superseded values are not recommended for survey control.
 KV1010
 KV1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1010.See file dsdata.pdf to determine how the superseded data were derived.
 KV1010
 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 = JULY 24, 2026 22:12:30 EDT
 JU0430 ***********************************************************************
 JU0430  DESIGNATION -  21.47 RESET
 JU0430  PID         -  JU0430
 JU0430  STATE/COUNTY-  NJ/CAPE MAY
 JU0430  COUNTRY     -  US
 JU0430  USGS QUAD   -  RIO GRANDE (2019)
 JU0430
 JU0430                         *CURRENT SURVEY CONTROL
 JU0430  ______________________________________________________________________
 JU0430* NAD 83(1986) POSITION- 39 00 56.     (N) 074 52 43.     (W)   SCALED
 JU0430* NAVD 88 ORTHO HEIGHT -     5.99  (+/-2cm)       19.7   (feet) VERTCON3
 JU0430  ______________________________________________________________________
 JU0430  GEOID HEIGHT    -        -35.348 (meters)                     GEOID18
 JU0430  VERT ORDER      -  THIRD (See Below)
 JU0430
 JU0430.The horizontal coordinates were scaled from a 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
 JU0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0430.GEOID18 height accuracy estimate available here.
 JU0430
 JU0430.The vertical order pertains to the NGVD 29 superseded value.
 JU0430
 JU0430.Click photographs - Photos may exist for this station.
 JU0430
 JU0430;                    North         East    Units  Estimated Accuracy
 JU0430;SPC NJ       -    20,300.      117,210.      MT  (+/- 180 meters Scaled)
 JU0430
 JU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ105185(NAD 83)
 JU0430
 JU0430                          SUPERSEDED SURVEY CONTROL
 JU0430
 JU0430  NGVD 29 (??/??/??)    6.40   (m)           21.0    (f) RESET       3  
 JU0430
 JU0430.Superseded values are not recommended for survey control.
 JU0430
 JU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0430.See file dsdata.pdf to determine how the superseded data were derived.
 JU0430
 JU0430_MARKER: DB = BENCH MARK DISK
 JU0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0430_STAMPING: 21.47 RESET PRR 1934
 JU0430_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0752 ***********************************************************************
 KV0752  DESIGNATION -  21.61
 KV0752  PID         -  KV0752
 KV0752  STATE/COUNTY-  NJ/MONMOUTH
 KV0752  COUNTRY     -  US
 KV0752  USGS QUAD   -  KEYPORT (2016)
 KV0752
 KV0752                         *CURRENT SURVEY CONTROL
 KV0752  ______________________________________________________________________
 KV0752* NAD 83(1986) POSITION- 40 26 13.68   (N) 074 12 06.78   (W)   HD_HELD1
 KV0752* NAVD 88 ORTHO HEIGHT -     6.256 (meters)       20.52  (feet) ADJUSTED
 KV0752  ______________________________________________________________________
 KV0752  GEOID HEIGHT    -        -32.364 (meters)                     GEOID18
 KV0752  DYNAMIC HEIGHT  -          6.253 (meters)       20.52  (feet) COMP
 KV0752  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 KV0752
 KV0752  VERT ORDER      -  FIRST     CLASS II
 KV0752
 KV0752.The horizontal coordinates were determined by differentially corrected
 KV0752.hand held GPS observations or other comparable positioning techniques
 KV0752.and have an estimated accuracy of +/- 3 meters.
 KV0752
 KV0752.The orthometric height was determined by differential leveling and
 KV0752.adjusted by the NATIONAL GEODETIC SURVEY
 KV0752.in June 1991.
 KV0752
 KV0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0752.GEOID18 height accuracy estimate available here.
 KV0752
 KV0752.Click photographs - Photos may exist for this station.
 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       -   178,091.0     175,291.7     MT  (+/- 3 meters HH1 GPS) 
 KV0752
 KV0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6769076582(NAD 83)
 KV0752
 KV0752                          SUPERSEDED SURVEY CONTROL
 KV0752
 KV0752  NGVD 29 (04/16/92)    6.492  (m)           21.30   (f) ADJUSTED    1 2
 KV0752  NGVD 29 (??/??/87)    6.619  (m)           21.72   (f) SUPERSEDED  1 2
 KV0752
 KV0752.Superseded values are not recommended for survey control.
 KV0752
 KV0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0752.See file dsdata.pdf to determine how the superseded data were derived.
 KV0752
 KV0752_MARKER: X = CHISELED CROSS
 KV0752_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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  HISTORY     - 20141030 MARK NOT FOUND   NJGS
 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.
 KV0752
 KV0752                          STATION RECOVERY (2014)
 KV0752
 KV0752'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV0752'THE STATION WAS NOT RECOVERED, THE STEP WHERE THE X-CUT IS LOCATED HAS
 KV0752'A SKIM-COAT ON TOP.  THE STEP IS LOCATED ON THE WEST SIDE OF BROAD
 KV0752'STREET, BUILDING NUMBER 70.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0420 ***********************************************************************
 JU0420  DESIGNATION -  21.62 PRR
 JU0420  PID         -  JU0420
 JU0420  STATE/COUNTY-  NJ/CAPE MAY
 JU0420  COUNTRY     -  US
 JU0420  USGS QUAD   -  STONE HARBOR (2019)
 JU0420
 JU0420                         *CURRENT SURVEY CONTROL
 JU0420  ______________________________________________________________________
 JU0420* NAD 83(1986) POSITION- 39 05 40.     (N) 074 49 32.     (W)   SCALED
 JU0420* NAVD 88 ORTHO HEIGHT -     6.531 (meters)       21.43  (feet) ADJUSTED
 JU0420  ______________________________________________________________________
 JU0420  GEOID HEIGHT    -        -35.143 (meters)                     GEOID18
 JU0420  DYNAMIC HEIGHT  -          6.527 (meters)       21.41  (feet) COMP
 JU0420  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 JU0420
 JU0420  VERT ORDER      -  FIRST     CLASS II
 JU0420
 JU0420.The horizontal coordinates were scaled from a map and have
 JU0420.an estimated accuracy of +/- 6 seconds.
 JU0420
 JU0420.The orthometric height was determined by differential leveling and
 JU0420.adjusted by the NATIONAL GEODETIC SURVEY
 JU0420.in June 1991.
 JU0420
 JU0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0420.GEOID18 height accuracy estimate available here.
 JU0420
 JU0420.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ150272(NAD 83)
 JU0420
 JU0420                          SUPERSEDED SURVEY CONTROL
 JU0420
 JU0420  NGVD 29 (04/16/92)    6.931  (m)           22.74   (f) ADJUSTED    1 2
 JU0420  NGVD 29 (??/??/87)    6.931  (m)           22.74   (f) SUPERSEDED  1 2
 JU0420
 JU0420.Superseded values are not recommended for survey control.
 JU0420
 JU0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0420.See file dsdata.pdf to determine how the superseded data were derived.
 JU0420
 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 = JULY 24, 2026 22:12:30 EDT
 KV1088 ***********************************************************************
 KV1088  DESIGNATION -  2105
 KV1088  PID         -  KV1088
 KV1088  STATE/COUNTY-  NJ/MERCER
 KV1088  COUNTRY     -  US
 KV1088  USGS QUAD   -  TRENTON WEST (2016)
 KV1088
 KV1088                         *CURRENT SURVEY CONTROL
 KV1088  ______________________________________________________________________
 KV1088* NAD 83(1986) POSITION- 40 14 05.     (N) 074 47 46.     (W)   SCALED
 KV1088* NAVD 88 ORTHO HEIGHT -    10.851 (meters)       35.60  (feet) ADJUSTED
 KV1088  ______________________________________________________________________
 KV1088  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 KV1088  DYNAMIC HEIGHT  -         10.846 (meters)       35.58  (feet) COMP
 KV1088  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 KV1088
 KV1088  VERT ORDER      -  FIRST     CLASS I
 KV1088
 KV1088.The horizontal coordinates were scaled from a map and have
 KV1088.an estimated accuracy of +/- 6 seconds.
 KV1088
 KV1088.The orthometric height was determined by differential leveling and
 KV1088.adjusted by the NATIONAL GEODETIC SURVEY
 KV1088.in June 1991.
 KV1088
 KV1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1088.GEOID18 height accuracy estimate available here.
 KV1088
 KV1088.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK173538(NAD 83)
 KV1088
 KV1088                          SUPERSEDED SURVEY CONTROL
 KV1088
 KV1088  NGVD 29 (01/10/92)   11.161  (m)           36.62   (f) ADJUSTED    1 1
 KV1088  NGVD 29 (??/??/87)   11.167  (m)           36.64   (f) SUPERSEDED  1 1
 KV1088
 KV1088.Superseded values are not recommended for survey control.
 KV1088
 KV1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1088.See file dsdata.pdf to determine how the superseded data were derived.
 KV1088
 KV1088_MARKER: DD = SURVEY DISK
 KV1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV1093 ***********************************************************************
 KV1093  DESIGNATION -  2108
 KV1093  PID         -  KV1093
 KV1093  STATE/COUNTY-  NJ/MERCER
 KV1093  COUNTRY     -  US
 KV1093  USGS QUAD   -  PENNINGTON (2019)
 KV1093
 KV1093                         *CURRENT SURVEY CONTROL
 KV1093  ______________________________________________________________________
 KV1093* NAD 83(1986) POSITION- 40 15 56.     (N) 074 50 54.     (W)   SCALED
 KV1093* NAVD 88 ORTHO HEIGHT -    18.524 (meters)       60.77  (feet) ADJUSTED
 KV1093  ______________________________________________________________________
 KV1093  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 KV1093  DYNAMIC HEIGHT  -         18.516 (meters)       60.75  (feet) COMP
 KV1093  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 KV1093
 KV1093  VERT ORDER      -  FIRST     CLASS I
 KV1093
 KV1093.The horizontal coordinates were scaled from a map and have
 KV1093.an estimated accuracy of +/- 6 seconds.
 KV1093
 KV1093.The orthometric height was determined by differential leveling and
 KV1093.adjusted by the NATIONAL GEODETIC SURVEY
 KV1093.in June 1991.
 KV1093
 KV1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1093.GEOID18 height accuracy estimate available here.
 KV1093
 KV1093.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK128572(NAD 83)
 KV1093
 KV1093                          SUPERSEDED SURVEY CONTROL
 KV1093
 KV1093  NGVD 29 (01/10/92)   18.824  (m)           61.76   (f) ADJUSTED    1 1
 KV1093  NGVD 29 (??/??/87)   18.824  (m)           61.76   (f) SUPERSEDED  1 1
 KV1093
 KV1093.Superseded values are not recommended for survey control.
 KV1093
 KV1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1093.See file dsdata.pdf to determine how the superseded data were derived.
 KV1093
 KV1093_MARKER: DD = SURVEY DISK
 KV1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV1107 ***********************************************************************
 KV1107  DESIGNATION -  2110
 KV1107  PID         -  KV1107
 KV1107  STATE/COUNTY-  NJ/MERCER
 KV1107  COUNTRY     -  US
 KV1107  USGS QUAD   -  PENNINGTON (2019)
 KV1107
 KV1107                         *CURRENT SURVEY CONTROL
 KV1107  ______________________________________________________________________
 KV1107* NAD 83(1986) POSITION- 40 17 28.     (N) 074 51 44.     (W)   SCALED
 KV1107* NAVD 88 ORTHO HEIGHT -    25.266 (meters)       82.89  (feet) ADJUSTED
 KV1107  ______________________________________________________________________
 KV1107  GEOID HEIGHT    -        -33.613 (meters)                     GEOID18
 KV1107  DYNAMIC HEIGHT  -         25.254 (meters)       82.85  (feet) COMP
 KV1107  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 KV1107
 KV1107  VERT ORDER      -  FIRST     CLASS I
 KV1107
 KV1107.The horizontal coordinates were scaled from a map and have
 KV1107.an estimated accuracy of +/- 6 seconds.
 KV1107
 KV1107.The orthometric height was determined by differential leveling and
 KV1107.adjusted by the NATIONAL GEODETIC SURVEY
 KV1107.in June 1991.
 KV1107
 KV1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1107.GEOID18 height accuracy estimate available here.
 KV1107
 KV1107.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK117600(NAD 83)
 KV1107
 KV1107                          SUPERSEDED SURVEY CONTROL
 KV1107
 KV1107  NGVD 29 (01/10/92)   25.560  (m)           83.86   (f) ADJUSTED    1 1
 KV1107  NGVD 29 (??/??/87)   25.577  (m)           83.91   (f) SUPERSEDED  1 1
 KV1107
 KV1107.Superseded values are not recommended for survey control.
 KV1107
 KV1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1107.See file dsdata.pdf to determine how the superseded data were derived.
 KV1107
 KV1107_MARKER: DD = SURVEY DISK
 KV1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV1111 ***********************************************************************
 KV1111  DESIGNATION -  2114
 KV1111  PID         -  KV1111
 KV1111  STATE/COUNTY-  NJ/MERCER
 KV1111  COUNTRY     -  US
 KV1111  USGS QUAD   -  LAMBERTVILLE (2019)
 KV1111
 KV1111                         *CURRENT SURVEY CONTROL
 KV1111  ______________________________________________________________________
 KV1111* NAD 83(1986) POSITION- 40 19 26.     (N) 074 55 00.     (W)   SCALED
 KV1111* NAVD 88 ORTHO HEIGHT -    20.011 (meters)       65.65  (feet) ADJUSTED
 KV1111  ______________________________________________________________________
 KV1111  GEOID HEIGHT    -        -33.794 (meters)                     GEOID18
 KV1111  DYNAMIC HEIGHT  -         20.001 (meters)       65.62  (feet) COMP
 KV1111  MODELED GRAVITY -    980,138.7   (mgal)                       NAVD 88
 KV1111
 KV1111  VERT ORDER      -  FIRST     CLASS I
 KV1111
 KV1111.The horizontal coordinates were scaled from a map and have
 KV1111.an estimated accuracy of +/- 6 seconds.
 KV1111
 KV1111.The orthometric height was determined by differential leveling and
 KV1111.adjusted by the NATIONAL GEODETIC SURVEY
 KV1111.in June 1991.
 KV1111
 KV1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1111.GEOID18 height accuracy estimate available here.
 KV1111
 KV1111.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK070637(NAD 83)
 KV1111
 KV1111                          SUPERSEDED SURVEY CONTROL
 KV1111
 KV1111  NGVD 29 (01/10/92)   20.296  (m)           66.59   (f) ADJUSTED    1 1
 KV1111  NGVD 29 (??/??/87)   20.469  (m)           67.16   (f) SUPERSEDED  1 1
 KV1111
 KV1111.Superseded values are not recommended for survey control.
 KV1111
 KV1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1111.See file dsdata.pdf to determine how the superseded data were derived.
 KV1111
 KV1111_MARKER: DD = SURVEY DISK
 KV1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV1112 ***********************************************************************
 KV1112  DESIGNATION -  2115
 KV1112  PID         -  KV1112
 KV1112  STATE/COUNTY-  NJ/MERCER
 KV1112  COUNTRY     -  US
 KV1112  USGS QUAD   -  LAMBERTVILLE (2019)
 KV1112
 KV1112                         *CURRENT SURVEY CONTROL
 KV1112  ______________________________________________________________________
 KV1112* NAD 83(1986) POSITION- 40 19 36.     (N) 074 55 13.     (W)   SCALED
 KV1112* NAVD 88 ORTHO HEIGHT -    19.150 (meters)       62.83  (feet) ADJUSTED
 KV1112  ______________________________________________________________________
 KV1112  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 KV1112  DYNAMIC HEIGHT  -         19.140 (meters)       62.80  (feet) COMP
 KV1112  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 KV1112
 KV1112  VERT ORDER      -  SECOND    CLASS 0
 KV1112
 KV1112.The horizontal coordinates were scaled from a map and have
 KV1112.an estimated accuracy of +/- 6 seconds.
 KV1112
 KV1112.The orthometric height was determined by differential leveling and
 KV1112.adjusted by the NATIONAL GEODETIC SURVEY
 KV1112.in June 1991.
 KV1112
 KV1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1112.GEOID18 height accuracy estimate available here.
 KV1112
 KV1112.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK067640(NAD 83)
 KV1112
 KV1112                          SUPERSEDED SURVEY CONTROL
 KV1112
 KV1112  NGVD 29 (11/26/84)   19.430  (m)           63.75   (f) ADJUSTED    2 0
 KV1112
 KV1112.Superseded values are not recommended for survey control.
 KV1112
 KV1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1112.See file dsdata.pdf to determine how the superseded data were derived.
 KV1112
 KV1112_STAMPING: 2115
 KV1112
 KV1112  HISTORY     - Date     Condition        Report By
 KV1112  HISTORY     - 1935     MONUMENTED       NJGS
 KV1112  HISTORY     - 1956     GOOD             CGS
 KV1112  HISTORY     - 1975     GOOD             BAKER
 KV1112  HISTORY     - 20200214 MARK NOT FOUND   NJGS
 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.
 KV1112
 KV1112                          STATION RECOVERY (2020)
 KV1112
 KV1112'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV1112'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5853 ***********************************************************************
 DP5853  DESIGNATION -  2149
 DP5853  PID         -  DP5853
 DP5853  STATE/COUNTY-  NJ/MERCER
 DP5853  COUNTRY     -  US
 DP5853  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5853
 DP5853                         *CURRENT SURVEY CONTROL
 DP5853  ______________________________________________________________________
 DP5853* NAD 83(1986) POSITION- 40 15 12.09   (N) 074 33 29.78   (W)   HD_HELD1
 DP5853* NAVD 88 ORTHO HEIGHT -    35.479 (meters)      116.40  (feet) ADJUSTED
 DP5853  ______________________________________________________________________
 DP5853  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 DP5853  DYNAMIC HEIGHT  -         35.464 (meters)      116.35  (feet) COMP
 DP5853  MODELED GRAVITY -    980,197.9   (mgal)                       NAVD 88
 DP5853
 DP5853  VERT ORDER      -  FIRST     CLASS II
 DP5853
 DP5853.The horizontal coordinates were determined by differentially corrected
 DP5853.hand held GPS observations or other comparable positioning techniques
 DP5853.and have an estimated accuracy of +/- 3 meters.
 DP5853
 DP5853.The orthometric height was determined by differential leveling and
 DP5853.adjusted by the NATIONAL GEODETIC SURVEY
 DP5853.in April 2015.
 DP5853
 DP5853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5853.GEOID18 height accuracy estimate available here.
 DP5853
 DP5853.Click photographs - Photos may exist for this station.
 DP5853
 DP5853.The dynamic height is computed by dividing the NAVD 88
 DP5853.geopotential number by the normal gravity value computed on the
 DP5853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5853.degrees latitude (g = 980.6199 gals.).
 DP5853
 DP5853.The modeled gravity was interpolated from observed gravity values.
 DP5853
 DP5853;                    North         East    Units  Estimated Accuracy
 DP5853;SPC NJ       -   157,645.4     145,042.8     MT  (+/- 3 meters HH1 GPS) 
 DP5853
 DP5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3756655971(NAD 83)
 DP5853
 DP5853                          SUPERSEDED SURVEY CONTROL
 DP5853
 DP5853.No superseded survey control is available for this station.
 DP5853
 DP5853_MARKER: DD = SURVEY DISK
 DP5853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5853_STAMPING: 2149
 DP5853_MARK LOGO: NJDCED
 DP5853_PROJECTION: RECESSED 46 CENTIMETERS
 DP5853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5853+STABILITY: SURFACE MOTION
 DP5853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5853+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 DP5853
 DP5853  HISTORY     - Date     Condition        Report By
 DP5853  HISTORY     - 1948     MONUMENTED       NJDCED
 DP5853  HISTORY     - 20140326 GOOD             NJGS
 DP5853
 DP5853                          STATION DESCRIPTION
 DP5853
 DP5853'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5853'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH-NORTHEAST OF
 DP5853'ALLENTOWN, 5.0 MI (8.0 KM) WEST-NORTHWEST OF ROOSEVELT AND 2.1 MI (3.4
 DP5853'KM) WEST-SOUTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5853'
 DP5853'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 130 AND VOELBEL ROAD,
 DP5853'GO 0.7 MI (1.1 KM) NORTHEAST ON HIGHWAY 130 TO THE STATION ON THE
 DP5853'LEFT, TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 130 AND HICKORY
 DP5853'CORNER ROAD, GO 0.7 MI (1.1 KM) SOUTHWEST ON HIGHWAY 130 TO THE
 DP5853'STATION ON THE RIGHT ON THE NORTHWEST SIDE OF THE SOUTHBOUND LANES OF
 DP5853'U, S, HIGHWAY 130.
 DP5853'
 DP5853'THE STATION IS 168 FT (51.2 M) SOUTHWEST OF THE CENTER OF AN INLET
 DP5853'HOOD CURB PIECE, 7.8 FT (2.4 M) NORTHWEST OF THE NORTHWEST EDGE OF
 DP5853'PAVING OF SOUTHBOUND HIGHWAY 130, 22.6 FT (6.9 M) NORTHWEST OF THE
 DP5853'CENTERLINE OF SOUTHBOUND HIGHWAY 130, 21.5 FT (6.6 M) NORTHWEST OF THE
 DP5853'SOUTH LEG OF A HIGHWAY SIGN (BORDENTOWN 12 MILES-TRENTON 13
 DP5853'MILES-CAMDEN 38 MILES-PHILADELPHIA 38 MILES), 29 FT (8.8 M) NORTHEAST
 DP5853'OF A POLE WITH NO NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5847 ***********************************************************************
 DP5847  DESIGNATION -  2151
 DP5847  PID         -  DP5847
 DP5847  STATE/COUNTY-  NJ/MERCER
 DP5847  COUNTRY     -  US
 DP5847  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5847
 DP5847                         *CURRENT SURVEY CONTROL
 DP5847  ______________________________________________________________________
 DP5847* NAD 83(1986) POSITION- 40 15 57.28   (N) 074 31 29.32   (W)   HD_HELD1
 DP5847* NAVD 88 ORTHO HEIGHT -    32.905 (meters)      107.96  (feet) ADJUSTED
 DP5847  ______________________________________________________________________
 DP5847  GEOID HEIGHT    -        -32.710 (meters)                     GEOID18
 DP5847  DYNAMIC HEIGHT  -         32.891 (meters)      107.91  (feet) COMP
 DP5847  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 DP5847
 DP5847  VERT ORDER      -  FIRST     CLASS II
 DP5847
 DP5847.The horizontal coordinates were determined by differentially corrected
 DP5847.hand held GPS observations or other comparable positioning techniques
 DP5847.and have an estimated accuracy of +/- 3 meters.
 DP5847
 DP5847.The orthometric height was determined by differential leveling and
 DP5847.adjusted by the NATIONAL GEODETIC SURVEY
 DP5847.in April 2015.
 DP5847
 DP5847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5847.GEOID18 height accuracy estimate available here.
 DP5847
 DP5847.Click photographs - Photos may exist for this station.
 DP5847
 DP5847.The dynamic height is computed by dividing the NAVD 88
 DP5847.geopotential number by the normal gravity value computed on the
 DP5847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5847.degrees latitude (g = 980.6199 gals.).
 DP5847
 DP5847.The modeled gravity was interpolated from observed gravity values.
 DP5847
 DP5847;                    North         East    Units  Estimated Accuracy
 DP5847;SPC NJ       -   159,037.8     147,889.7     MT  (+/- 3 meters HH1 GPS) 
 DP5847
 DP5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4040457379(NAD 83)
 DP5847
 DP5847                          SUPERSEDED SURVEY CONTROL
 DP5847
 DP5847.No superseded survey control is available for this station.
 DP5847
 DP5847_MARKER: R = RIVET
 DP5847_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5847_SP_SET: STEP
 DP5847_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5847+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2014
 DP5847
 DP5847  HISTORY     - Date     Condition        Report By
 DP5847  HISTORY     - UNK      MONUMENTED       NJDCED
 DP5847  HISTORY     - 20140228 GOOD             NJGS
 DP5847
 DP5847                          STATION DESCRIPTION
 DP5847
 DP5847'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5847'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DP5847'ALLENTOWN, 4.2 MI (6.8 KM) NORTHWEST OF ROOSEVELT AND IN THE TOWN OF
 DP5847'HIGHTSTOWN, NJ.
 DP5847'
 DP5847'THE STATION IS SET IN A DRILL HOLE IN ON THE SOUTH SIDE OF THE SECOND
 DP5847'CONCRETE STEP LEADING TO THE FRONT DOOR TO HOUSE NUMBER 231 NEAR THE
 DP5847'T-JUNCTION OF SOUTH MAIN STREET (COUNTY ROUTE 539) AND SOUTH STREET.
 DP5847'
 DP5847'THE STATION IS 38 FT (11.6 M) NORTH OF THE EXTENDED CENTERLINE OF
 DP5847'SOUTH STREET, 52.9 FT (16.1 M) SOUTH-SOUTHEAST OF POLE NUMBER 40154H,
 DP5847'12.5 FT (3.8 M) EAST OF THE EAST CURB OF SOUTH MAIN STREET, 12 FT (3.7
 DP5847'M) EAST OF A FIRE HYDRANT, 23 FT (7.0 M) NORTHEAST OF A POLE WITH NO
 DP5847'NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9623 ***********************************************************************
 DJ9623  DESIGNATION -  2155
 DJ9623  PID         -  DJ9623
 DJ9623  STATE/COUNTY-  NJ/MERCER
 DJ9623  COUNTRY     -  US
 DJ9623  USGS QUAD   -  TRENTON EAST (2019)
 DJ9623
 DJ9623                         *CURRENT SURVEY CONTROL
 DJ9623  ______________________________________________________________________
 DJ9623* NAD 83(1986) POSITION- 40 12 32.16   (N) 074 37 43.29   (W)   HD_HELD1
 DJ9623* NAVD 88 ORTHO HEIGHT -    33.455 (meters)      109.76  (feet) ADJUSTED
 DJ9623  ______________________________________________________________________
 DJ9623  GEOID HEIGHT    -        -32.804 (meters)                     GEOID18
 DJ9623  DYNAMIC HEIGHT  -         33.440 (meters)      109.71  (feet) COMP
 DJ9623  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 DJ9623
 DJ9623  VERT ORDER      -  FIRST     CLASS II
 DJ9623
 DJ9623.The horizontal coordinates were determined by differentially corrected
 DJ9623.hand held GPS observations or other comparable positioning techniques
 DJ9623.and have an estimated accuracy of +/- 3 meters.
 DJ9623
 DJ9623.The orthometric height was determined by differential leveling and
 DJ9623.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9623.in February 2010.
 DJ9623
 DJ9623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9623.GEOID18 height accuracy estimate available here.
 DJ9623
 DJ9623.Click photographs - Photos may exist for this station.
 DJ9623
 DJ9623.The dynamic height is computed by dividing the NAVD 88
 DJ9623.geopotential number by the normal gravity value computed on the
 DJ9623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9623.degrees latitude (g = 980.6199 gals.).
 DJ9623
 DJ9623.The modeled gravity was interpolated from observed gravity values.
 DJ9623
 DJ9623;                    North         East    Units  Estimated Accuracy
 DJ9623;SPC NJ       -   152,719.3     139,045.2     MT  (+/- 3 meters HH1 GPS) 
 DJ9623
 DJ9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3159751013(NAD 83)
 DJ9623
 DJ9623                          SUPERSEDED SURVEY CONTROL
 DJ9623
 DJ9623.No superseded survey control is available for this station.
 DJ9623
 DJ9623_MARKER: DD = SURVEY DISK
 DJ9623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9623_STAMPING: 2155
 DJ9623_MARK LOGO: CGS+SS
 DJ9623_PROJECTION: RECESSED 46 CENTIMETERS
 DJ9623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9623+STABILITY: SURFACE MOTION
 DJ9623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9623+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2015
 DJ9623
 DJ9623  HISTORY     - Date     Condition        Report By
 DJ9623  HISTORY     - 1948     MONUMENTED       NJDCED
 DJ9623  HISTORY     - 20060627 GOOD             NJGS
 DJ9623  HISTORY     - 20150326 GOOD             NJGS
 DJ9623
 DJ9623                          STATION DESCRIPTION
 DJ9623
 DJ9623'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (MVI)
 DJ9623'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, ON THE W SIDE OF U.S.
 DJ9623'ROUTE 130, ABOUT 0.6 MI (0.97 KM) NORTHEAST OF THE INTERSTATE 195
 DJ9623'BRIDGE OVER ROUTE 130.
 DJ9623'
 DJ9623'THE STATION IS 2.3 M (7.5 FT) NORTHEAST OF POLE NUMBER 64158, 1.2 M
 DJ9623'(3.9 FT) NORTHWEST OF THE NORTHWEST EDGE OF PAVING OF THE SOUTHBOUND
 DJ9623'LANES, 43.2 M (141.7 FT) SOUTHWEST OF POLE NUMBER 60991HM, 11.5 M
 DJ9623'(37.7 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF SOUTH GOLD DRIVE
 DJ9623'WHICH IS ACROSS ROUTE 130 FROM THE MARK.
 DJ9623
 DJ9623                          STATION RECOVERY (2015)
 DJ9623
 DJ9623'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DJ9623'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHWEST OF HIGHTSTOWN,
 DJ9623'6.1 MI (9.8 KM) EAST OF TRENTON AND 3.2 MI (5.1 KM) NORTHWEST OF
 DJ9623'ALLENTOWN, IN ROBBINSVILLE TOWNSHIP.
 DJ9623'
 DJ9623'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE T-JUNCTION OF
 DJ9623'U.S. HIGHWAY 130 (SOUTH BOUND LANES) AND SOUTH GOLD DRIVE, ABOUT 0.6
 DJ9623'MI (1.0 KM) NORTHEAST OF THE I-195 BRIDGE SPANNING U.S. HIGHWAY 130.
 DJ9623'
 DJ9623'THE STATION IS 3 FT (0.9 M) NORTHEAST OF POLE NUMBER A64158HM, 3.5 FT
 DJ9623'(1.1 M) NORTHWEST OF THE NORTHWEST EDGE OF PAVING, 23 FT (7.0 M)
 DJ9623'NORTHEAST OF A TRAFFIC SIGNAL38 FT NORTHEAST OF THE CENTERLINE
 DJ9623'EXTENDED OF SOUTH GOLD DRIVE, 1.5 FT (0.5 M) SOUTHEAST OF A METAL
 DJ9623'WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5850 ***********************************************************************
 DP5850  DESIGNATION -  2155
 DP5850  PID         -  DP5850
 DP5850  STATE/COUNTY-  NJ/MERCER
 DP5850  COUNTRY     -  US
 DP5850  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5850
 DP5850                         *CURRENT SURVEY CONTROL
 DP5850  ______________________________________________________________________
 DP5850* NAD 83(1986) POSITION- 40 15 13.28   (N) 074 30 30.74   (W)   HD_HELD1
 DP5850* NAVD 88 ORTHO HEIGHT -    33.840 (meters)      111.02  (feet) ADJUSTED
 DP5850  ______________________________________________________________________
 DP5850  GEOID HEIGHT    -        -32.641 (meters)                     GEOID18
 DP5850  DYNAMIC HEIGHT  -         33.826 (meters)      110.98  (feet) COMP
 DP5850  MODELED GRAVITY -    980,202.9   (mgal)                       NAVD 88
 DP5850
 DP5850  VERT ORDER      -  FIRST     CLASS II
 DP5850
 DP5850.The horizontal coordinates were determined by differentially corrected
 DP5850.hand held GPS observations or other comparable positioning techniques
 DP5850.and have an estimated accuracy of +/- 3 meters.
 DP5850
 DP5850.The orthometric height was determined by differential leveling and
 DP5850.adjusted by the NATIONAL GEODETIC SURVEY
 DP5850.in April 2015.
 DP5850
 DP5850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5850.GEOID18 height accuracy estimate available here.
 DP5850
 DP5850.Click photographs - Photos may exist for this station.
 DP5850
 DP5850.The dynamic height is computed by dividing the NAVD 88
 DP5850.geopotential number by the normal gravity value computed on the
 DP5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5850.degrees latitude (g = 980.6199 gals.).
 DP5850
 DP5850.The modeled gravity was interpolated from observed gravity values.
 DP5850
 DP5850;                    North         East    Units  Estimated Accuracy
 DP5850;SPC NJ       -   157,680.5     149,273.6     MT  (+/- 3 meters HH1 GPS) 
 DP5850
 DP5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4179556030(NAD 83)
 DP5850
 DP5850                          SUPERSEDED SURVEY CONTROL
 DP5850
 DP5850.No superseded survey control is available for this station.
 DP5850
 DP5850_MARKER: R = RIVET
 DP5850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5850_SP_SET: CULVERT HEADWALL
 DP5850_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5850+STABILITY: SURFACE MOTION
 DP5850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5850+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2014
 DP5850
 DP5850  HISTORY     - Date     Condition        Report By
 DP5850  HISTORY     - UNK      MONUMENTED       NJDCED
 DP5850  HISTORY     - 20140228 GOOD             NJGS
 DP5850
 DP5850                          STATION DESCRIPTION
 DP5850
 DP5850'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5850'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF ALLENTOWN,
 DP5850'3.0 MI (4.8 KM) NORTHWEST OF ROOSEVELT AND 1.3 MI (2.1 KM) SOUTHEAST
 DP5850'OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5850'
 DP5850'TO REACH FROM THE INTERSECTION OF SOUTH MAIN STREET (COUNTY ROUTE 571)
 DP5850'AND ETRA-PERRINEVILLE ROAD (COUNTY ROUTE 571), GO ABOUT 0.8 MI (1.3
 DP5850'KM) EAST ON ETRA-PERRINEVILLE ROAD (COUNTY ROUTE 571) TO THE STATION
 DP5850'ON THE RIGHT SET IN A DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT
 DP5850'ON THE NORTH SIDE OF ETRA-PERRINEVILLE ROAD (COUNTY ROUTE 571), NEAR A
 DP5850'LARGE ANTENNA MAST SURROUNDED BY A 10 FT (3.0 M) BY HIGH CHAIN LINK
 DP5850'FENCE.
 DP5850'
 DP5850'THE STATION IS 32 FT (9.8 M) SOUTH-SOUTHWEST OF STATION 11 SOUTH 2
 DP5850'(KV6935), 18.3 FT (5.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DP5850'ETRA-PERRINEVILLE ROAD (COUNTY ROUTE 571), 131.3 FT (40.0 M) SOUTHEAST
 DP5850'OF POLE NUMBER JC309EW, 77.4 FT (23.6 M) SOUTHWEST OF THE SOUTHWEST
 DP5850'CORNER OF A CHAIN LINK FENCE SURROUNDING THE ANTENNA MAST COMPLEX.
 DP5850'THE STATION IS ABOUT 1 FT (0.3 M) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1055 ***********************************************************************
 KV1055  DESIGNATION -  218
 KV1055  PID         -  KV1055
 KV1055  STATE/COUNTY-  NJ/HUNTERDON
 KV1055  COUNTRY     -  US
 KV1055  USGS QUAD   -  STOCKTON (2019)
 KV1055
 KV1055                         *CURRENT SURVEY CONTROL
 KV1055  ______________________________________________________________________
 KV1055* NAD 83(1986) POSITION- 40 23 33.     (N) 074 56 15.     (W)   SCALED
 KV1055* NAVD 88 ORTHO HEIGHT -    30.991 (meters)      101.68  (feet) ADJUSTED
 KV1055  ______________________________________________________________________
 KV1055  GEOID HEIGHT    -        -33.929 (meters)                     GEOID18
 KV1055  DYNAMIC HEIGHT  -         30.976 (meters)      101.63  (feet) COMP
 KV1055  MODELED GRAVITY -    980,144.6   (mgal)                       NAVD 88
 KV1055
 KV1055  VERT ORDER      -  FIRST     CLASS I
 KV1055
 KV1055.The horizontal coordinates were scaled from a map and have
 KV1055.an estimated accuracy of +/- 6 seconds.
 KV1055
 KV1055.The orthometric height was determined by differential leveling and
 KV1055.adjusted by the NATIONAL GEODETIC SURVEY
 KV1055.in June 1991.
 KV1055
 KV1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1055.GEOID18 height accuracy estimate available here.
 KV1055
 KV1055.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK053713(NAD 83)
 KV1055
 KV1055                          SUPERSEDED SURVEY CONTROL
 KV1055
 KV1055  NGVD 29 (01/10/92)   31.264  (m)          102.57   (f) ADJUSTED    1 1
 KV1055  NGVD 29 (??/??/87)   31.224  (m)          102.44   (f) SUPERSEDED  1 1
 KV1055
 KV1055.Superseded values are not recommended for survey control.
 KV1055
 KV1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1055.See file dsdata.pdf to determine how the superseded data were derived.
 KV1055
 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 = JULY 24, 2026 22:12:30 EDT
 KV6928 ***********************************************************************
 KV6928  DESIGNATION -  2182
 KV6928  PID         -  KV6928
 KV6928  STATE/COUNTY-  NJ/MONMOUTH
 KV6928  COUNTRY     -  US
 KV6928  USGS QUAD   -  ROOSEVELT (2019)
 KV6928
 KV6928                         *CURRENT SURVEY CONTROL
 KV6928  ______________________________________________________________________
 KV6928* NAD 83(2011) POSITION- 40 14 11.61014(N) 074 27 57.49909(W)   ADJUSTED
 KV6928* NAD 83(2011) ELLIP HT-    14.667 (meters)        (06/27/12)   ADJUSTED
 KV6928* NAD 83(2011) EPOCH   -  2010.00
 KV6928* NAVD 88 ORTHO HEIGHT -    47.2   (meters)      155.    (feet) GPS OBS
 KV6928  ______________________________________________________________________
 KV6928  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6928  GEOID HEIGHT    -        -32.790 (meters)                     GEOID93
 KV6928  GEOID HEIGHT    -        -32.510 (meters)                     GEOID18
 KV6928  NAD 83(2011) X  -  1,305,789.301 (meters)                     COMP
 KV6928  NAD 83(2011) Y  - -4,697,688.314 (meters)                     COMP
 KV6928  NAD 83(2011) Z  -  4,098,081.601 (meters)                     COMP
 KV6928  LAPLACE CORR    -          4.11  (seconds)                    DEFLEC18
 KV6928
 KV6928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6928  Standards:
 KV6928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6928  -------------------------------------------------------------------
 KV6928  NETWORK    0.68   0.90           0.25   0.30   0.46      0.13871032
 KV6928  -------------------------------------------------------------------
 KV6928  Click here for local accuracies and other accuracy information.
 KV6928
 KV6928.The horizontal coordinates were established by GPS observations
 KV6928.and adjusted by the National Geodetic Survey in June 2012.
 KV6928
 KV6928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6928.been affixed to the stable North American tectonic plate. See 
 KV6928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6928
 KV6928.The horizontal coordinates are valid at the epoch date displayed above
 KV6928.which is a decimal equivalence of Year/Month/Day.
 KV6928
 KV6928.The orthometric height was determined by GPS observations and a
 KV6928.high-resolution geoid model.
 KV6928
 KV6928.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6928.GEOID18 height accuracy estimate available here.
 KV6928
 KV6928.Click photographs - Photos may exist for this station.
 KV6928
 KV6928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6928
 KV6928.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6928
 KV6928.The ellipsoidal height was determined by GPS observations
 KV6928.and is referenced to NAD 83.
 KV6928
 KV6928. The following values were computed from the NAD 83(2011) position.
 KV6928
 KV6928;                    North         East     Units Scale Factor Converg.
 KV6928;SPC NJ       -   155,779.047   152,895.443   MT  0.99990010   +0 01 19.1
 KV6928;SPC NJ       -   511,085.09    501,624.47   sFT  0.99990010   +0 01 19.1
 KV6928;UTM  18      - 4,454,150.172   545,426.892   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4542654150(NAD 83)
 KV6928
 KV6928                          SUPERSEDED SURVEY CONTROL
 KV6928
 KV6928  NAD 83(2007)-  40 14 11.61052(N)    074 27 57.49967(W) AD(2002.00) 0
 KV6928  ELLIP H (02/10/07)   14.678  (m)                       GP(2002.00)    
 KV6928  ELLIP H (10/23/02)   14.691  (m)                       GP(       ) 4 1
 KV6928  NAD 83(1996)-  40 14 11.61074(N)    074 27 57.49983(W) AD(       ) 1
 KV6928  ELLIP H (05/14/99)   14.690  (m)                       GP(       ) 4 1
 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
 KV6928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6928.See file dsdata.pdf to determine how the superseded data were derived.
 KV6928
 KV6928_MARKER: DD = SURVEY DISK
 KV6928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20080831 MARK NOT FOUND   GEOCAC
 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.
 KV6928
 KV6928                          STATION RECOVERY (2008)
 KV6928
 KV6928'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV6928'PERRINEVILLE ROAD HAS BEEN WIDENED.  15.1 FEET SOUTH OF THE CENTER OF
 KV6928'THE ROAD IS UNDERNEATH THE PAVED SHOULDER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6799 ***********************************************************************
 KV6799  DESIGNATION -  2186
 KV6799  PID         -  KV6799
 KV6799  STATE/COUNTY-  NJ/MERCER
 KV6799  COUNTRY     -  US
 KV6799  USGS QUAD   -  TRENTON EAST (2019)
 KV6799
 KV6799                         *CURRENT SURVEY CONTROL
 KV6799  ______________________________________________________________________
 KV6799* NAD 83(2011) POSITION- 40 14 03.13450(N) 074 41 44.36799(W)   ADJUSTED
 KV6799* NAD 83(2011) ELLIP HT-    -9.220 (meters)        (06/27/12)   ADJUSTED
 KV6799* NAD 83(2011) EPOCH   -  2010.00
 KV6799* NAVD 88 ORTHO HEIGHT -    23.8   (meters)       78.    (feet) VERTCON3
 KV6799  ______________________________________________________________________
 KV6799  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 KV6799  NAD 83(2011) X  -  1,286,986.647 (meters)                     COMP
 KV6799  NAD 83(2011) Y  - -4,703,030.452 (meters)                     COMP
 KV6799  NAD 83(2011) Z  -  4,097,866.601 (meters)                     COMP
 KV6799  LAPLACE CORR    -          5.18  (seconds)                    DEFLEC18
 KV6799
 KV6799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6799  Standards:
 KV6799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6799  -------------------------------------------------------------------
 KV6799  NETWORK    0.61   0.76           0.24   0.26   0.39     -0.10792767
 KV6799  -------------------------------------------------------------------
 KV6799  Click here for local accuracies and other accuracy information.
 KV6799
 KV6799.The horizontal coordinates were established by GPS observations
 KV6799.and adjusted by the National Geodetic Survey in June 2012.
 KV6799
 KV6799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6799.been affixed to the stable North American tectonic plate. See 
 KV6799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6799
 KV6799.The horizontal coordinates are valid at the epoch date displayed above
 KV6799.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6799.GEOID18 height accuracy estimate available here.
 KV6799
 KV6799.Click photographs - Photos may exist for this station.
 KV6799
 KV6799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6799
 KV6799.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6799
 KV6799.The ellipsoidal height was determined by GPS observations
 KV6799.and is referenced to NAD 83.
 KV6799
 KV6799. The following values were computed from the NAD 83(2011) position.
 KV6799
 KV6799;                    North         East     Units Scale Factor Converg.
 KV6799;SPC NJ       -   155,535.455   133,350.909   MT  0.99990341   -0 07 35.0
 KV6799;SPC NJ       -   510,285.91    437,502.11   sFT  0.99990341   -0 07 35.0
 KV6799;SPC PA S     -   104,522.163   859,868.302   MT  0.99996660   +1 58 53.9
 KV6799;SPC PA S     -   342,919.80  2,821,084.59   sFT  0.99996660   +1 58 53.9
 KV6799;UTM  18      - 4,453,796.515   525,889.610   MT  0.99960825   +0 11 47.7
 KV6799
 KV6799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6799!SPC NJ       -   1.00000145  x   0.99990341  =   0.99990486
 KV6799!SPC PA S     -   1.00000145  x   0.99996660  =   0.99996805
 KV6799!UTM  18      -   1.00000145  x   0.99960825  =   0.99960970
 KV6799
 KV6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2588953796(NAD 83)
 KV6799
 KV6799                          SUPERSEDED SURVEY CONTROL
 KV6799
 KV6799  NAD 83(2007)-  40 14 03.13496(N)    074 41 44.36868(W) AD(2002.00) 0
 KV6799  ELLIP H (02/10/07)   -9.206  (m)                       GP(2002.00)    
 KV6799  ELLIP H (10/23/02)   -9.178  (m)                       GP(       ) 4 1
 KV6799  NAD 83(1996)-  40 14 03.13520(N)    074 41 44.36893(W) AD(       ) 1
 KV6799  ELLIP H (05/14/99)   -9.176  (m)                       GP(       ) 4 1
 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)  GEOID90  model used  GPS OBS        
 KV6799
 KV6799.Superseded values are not recommended for survey control.
 KV6799
 KV6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6799.See file dsdata.pdf to determine how the superseded data were derived.
 KV6799
 KV6799_MARKER: DD = SURVEY DISK
 KV6799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6800 ***********************************************************************
 KV6800  DESIGNATION -  2191
 KV6800  PID         -  KV6800
 KV6800  STATE/COUNTY-  NJ/MERCER
 KV6800  COUNTRY     -  US
 KV6800  USGS QUAD   -  TRENTON EAST (2019)
 KV6800
 KV6800                         *CURRENT SURVEY CONTROL
 KV6800  ______________________________________________________________________
 KV6800* NAD 83(2011) POSITION- 40 13 48.22049(N) 074 43 27.54703(W)   ADJUSTED
 KV6800* NAD 83(2011) ELLIP HT-   -18.228 (meters)        (06/27/12)   ADJUSTED
 KV6800* NAD 83(2011) EPOCH   -  2010.00
 KV6800* NAVD 88 ORTHO HEIGHT -    14.9   (meters)       49.    (feet) GPS OBS
 KV6800  ______________________________________________________________________
 KV6800  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6800  GEOID HEIGHT    -        -33.180 (meters)                     GEOID90
 KV6800  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 KV6800  NAD 83(2011) X  -  1,284,710.375 (meters)                     COMP
 KV6800  NAD 83(2011) Y  - -4,703,953.630 (meters)                     COMP
 KV6800  NAD 83(2011) Z  -  4,097,509.596 (meters)                     COMP
 KV6800  LAPLACE CORR    -          4.92  (seconds)                    DEFLEC18
 KV6800
 KV6800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6800  Standards:
 KV6800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6800  -------------------------------------------------------------------
 KV6800  NETWORK    0.38   0.61           0.15   0.16   0.31     -0.01947916
 KV6800  -------------------------------------------------------------------
 KV6800  Click here for local accuracies and other accuracy information.
 KV6800
 KV6800.The horizontal coordinates were established by GPS observations
 KV6800.and adjusted by the National Geodetic Survey in June 2012.
 KV6800
 KV6800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6800.been affixed to the stable North American tectonic plate. See 
 KV6800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6800
 KV6800.The horizontal coordinates are valid at the epoch date displayed above
 KV6800.which is a decimal equivalence of Year/Month/Day.
 KV6800
 KV6800.The orthometric height was determined by GPS observations and a
 KV6800.high-resolution geoid model.
 KV6800
 KV6800.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6800.GEOID18 height accuracy estimate available here.
 KV6800
 KV6800.Click photographs - Photos may exist for this station.
 KV6800
 KV6800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6800
 KV6800.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6800
 KV6800.The ellipsoidal height was determined by GPS observations
 KV6800.and is referenced to NAD 83.
 KV6800
 KV6800. The following values were computed from the NAD 83(2011) position.
 KV6800
 KV6800;                    North         East     Units Scale Factor Converg.
 KV6800;SPC NJ       -   155,081.263   130,910.909   MT  0.99990448   -0 08 41.6
 KV6800;SPC NJ       -   508,795.78    429,496.87   sFT  0.99990448   -0 08 41.6
 KV6800;SPC PA S     -   103,978.494   857,446.508   MT  0.99996688   +1 57 46.9
 KV6800;SPC PA S     -   341,136.11  2,813,139.08   sFT  0.99996688   +1 57 46.9
 KV6800;UTM  18      - 4,453,328.716   523,452.931   MT  0.99960677   +0 10 41.0
 KV6800
 KV6800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6800!SPC NJ       -   1.00000286  x   0.99990448  =   0.99990734
 KV6800!SPC PA S     -   1.00000286  x   0.99996688  =   0.99996974
 KV6800!UTM  18      -   1.00000286  x   0.99960677  =   0.99960963
 KV6800
 KV6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2345253328(NAD 83)
 KV6800
 KV6800                          SUPERSEDED SURVEY CONTROL
 KV6800
 KV6800  NAD 83(2007)-  40 13 48.22089(N)    074 43 27.54777(W) AD(2002.00) 0
 KV6800  ELLIP H (02/10/07)  -18.216  (m)                       GP(2002.00)    
 KV6800  ELLIP H (10/23/02)  -18.189  (m)                       GP(       ) 4 1
 KV6800  NAD 83(1996)-  40 13 48.22112(N)    074 43 27.54797(W) AD(       ) 1
 KV6800  ELLIP H (05/14/99)  -18.182  (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)  GEOID90  model used  GPS OBS        
 KV6800
 KV6800.Superseded values are not recommended for survey control.
 KV6800
 KV6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6800.See file dsdata.pdf to determine how the superseded data were derived.
 KV6800
 KV6800_MARKER: DD = SURVEY DISK
 KV6800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6800_STAMPING: 2191
 KV6800_MARK LOGO: CGS+SS
 KV6800_PROJECTION: FLUSH
 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 - June 05, 2024
 KV6800
 KV6800  HISTORY     - Date     Condition        Report By
 KV6800  HISTORY     - 1935     MONUMENTED       NJGS
 KV6800  HISTORY     - 19900404 GOOD             NJGS
 KV6800  HISTORY     - 19920821 GOOD             NJGS
 KV6800  HISTORY     - 20190819 GOOD             NJGS
 KV6800  HISTORY     - 20240605 GOOD             AAAS
 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.
 KV6800
 KV6800                          STATION RECOVERY (2019)
 KV6800
 KV6800'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6800'THE STATION IS SURROUNDED BY A NEW CONCRETE SIDEWALK THAT EXTENDS TO
 KV6800'CURB.
 KV6800
 KV6800                          STATION RECOVERY (2024)
 KV6800
 KV6800'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2503 ***********************************************************************
 JU2503  DESIGNATION -  22.66 PRR RESET 1934
 JU2503  PID         -  JU2503
 JU2503  STATE/COUNTY-  NJ/CAPE MAY
 JU2503  COUNTRY     -  US
 JU2503  USGS QUAD   -  WOODBINE (2019)
 JU2503
 JU2503                         *CURRENT SURVEY CONTROL
 JU2503  ______________________________________________________________________
 JU2503* NAD 83(1986) POSITION- 39 10 45.     (N) 074 45 12.     (W)   SCALED
 JU2503* NAVD 88 ORTHO HEIGHT -     5.68  (+/-2cm)       18.6   (feet) VERTCON3
 JU2503  ______________________________________________________________________
 JU2503  GEOID HEIGHT    -        -34.872 (meters)                     GEOID18
 JU2503  VERT ORDER      -  ? (See Below)
 JU2503
 JU2503.The horizontal coordinates were scaled from a 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
 JU2503.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2503.GEOID18 height accuracy estimate available here.
 JU2503
 JU2503.The vertical order pertains to the NGVD 29 superseded value.
 JU2503
 JU2503.Click photographs - Photos may exist for this station.
 JU2503
 JU2503;                    North         East    Units  Estimated Accuracy
 JU2503;SPC NJ       -    38,420.      128,110.      MT  (+/- 180 meters Scaled)
 JU2503
 JU2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ213366(NAD 83)
 JU2503
 JU2503                          SUPERSEDED SURVEY CONTROL
 JU2503
 JU2503  NGVD 29 (11/26/84)    6.045  (m)           19.83   (f) ADJUSTED       
 JU2503
 JU2503.Superseded values are not recommended for survey control.
 JU2503
 JU2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2503.See file dsdata.pdf to determine how the superseded data were derived.
 JU2503
 JU2503_MARKER: DD = SURVEY DISK
 JU2503_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV0145 ***********************************************************************
 KV0145  DESIGNATION -  22.70 NJGS
 KV0145  PID         -  KV0145
 KV0145  STATE/COUNTY-  NJ/BERGEN
 KV0145  COUNTRY     -  US
 KV0145  USGS QUAD   -  HACKENSACK (2019)
 KV0145
 KV0145                         *CURRENT SURVEY CONTROL
 KV0145  ______________________________________________________________________
 KV0145* NAD 83(1986) POSITION- 40 53 40.     (N) 074 02 41.     (W)   SCALED
 KV0145* NAVD 88 ORTHO HEIGHT -     6.642 (meters)       21.79  (feet) ADJUSTED
 KV0145  ______________________________________________________________________
 KV0145  GEOID HEIGHT    -        -31.863 (meters)                     GEOID18
 KV0145  DYNAMIC HEIGHT  -          6.639 (meters)       21.78  (feet) COMP
 KV0145  MODELED GRAVITY -    980,239.5   (mgal)                       NAVD 88
 KV0145
 KV0145  VERT ORDER      -  FIRST     CLASS II
 KV0145
 KV0145.The horizontal coordinates were scaled from a map and have
 KV0145.an estimated accuracy of +/- 6 seconds.
 KV0145
 KV0145.The orthometric height was determined by differential leveling and
 KV0145.adjusted by the NATIONAL GEODETIC SURVEY
 KV0145.in June 1991.
 KV0145
 KV0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0145.GEOID18 height accuracy estimate available here.
 KV0145
 KV0145.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL804274(NAD 83)
 KV0145
 KV0145                          SUPERSEDED SURVEY CONTROL
 KV0145
 KV0145  NGVD 29 (11/26/84)    6.946  (m)           22.79   (f) ADJUSTED    1 2
 KV0145
 KV0145.Superseded values are not recommended for survey control.
 KV0145
 KV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0145.See file dsdata.pdf to determine how the superseded data were derived.
 KV0145
 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 = JULY 24, 2026 22:12:30 EDT
 AI8480 ***********************************************************************
 AI8480  DESIGNATION -  2200 A
 AI8480  PID         -  AI8480
 AI8480  STATE/COUNTY-  NJ/OCEAN
 AI8480  COUNTRY     -  US
 AI8480  USGS QUAD   -  POINT PLEASANT (2019)
 AI8480
 AI8480                         *CURRENT SURVEY CONTROL
 AI8480  ______________________________________________________________________
 AI8480* NAD 83(1986) POSITION- 40 05 46.75   (N) 074 03 01.51   (W)   HD_HELD1
 AI8480* NAVD 88 ORTHO HEIGHT -     2.919 (meters)        9.58  (feet) ADJUSTED
 AI8480  ______________________________________________________________________
 AI8480  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 AI8480  DYNAMIC HEIGHT  -          2.918 (meters)        9.57  (feet) COMP
 AI8480  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 AI8480
 AI8480  VERT ORDER      -  FIRST     CLASS II
 AI8480
 AI8480.The horizontal coordinates were determined by differentially corrected
 AI8480.hand held GPS observations or other comparable positioning techniques
 AI8480.and have an estimated accuracy of +/- 3 meters.
 AI8480
 AI8480.The orthometric height was determined by differential leveling and
 AI8480.adjusted by the NATIONAL GEODETIC SURVEY
 AI8480.in September 2015.
 AI8480
 AI8480.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8480.GEOID18 height accuracy estimate available here.
 AI8480
 AI8480.Click photographs - Photos may exist for this station.
 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       -   140,305.1     188,333.7     MT  (+/- 3 meters HH1 GPS) 
 AI8480
 AI8480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8094238879(NAD 83)
 AI8480
 AI8480                          SUPERSEDED SURVEY CONTROL
 AI8480
 AI8480  NAVD 88 (03/01/01)    2.922  (m)            9.59   (f) SUPERSEDED  1 2
 AI8480
 AI8480.Superseded values are not recommended for survey control.
 AI8480
 AI8480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8480.See file dsdata.pdf to determine how the superseded data were derived.
 AI8480
 AI8480_MARKER: DD = SURVEY DISK
 AI8480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8480_STAMPING: 2200 A
 AI8480_MARK LOGO: NJGS
 AI8480_PROJECTION: FLUSH
 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 - May 02, 2013
 AI8480
 AI8480  HISTORY     - Date     Condition        Report By
 AI8480  HISTORY     - 1953     MONUMENTED       NJGS
 AI8480  HISTORY     - 19980622 GOOD             NJGS
 AI8480  HISTORY     - 20010417 GOOD             NJGS
 AI8480  HISTORY     - 20120718 GOOD             NJGS
 AI8480  HISTORY     - 20130502 GOOD             DPKCON
 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.
 AI8480
 AI8480                          STATION RECOVERY (2012)
 AI8480
 AI8480'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI8480'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHWEST OF
 AI8480'ASBURY PARK, 1.3 MI (2.1 KM) NORTHEAST OF POINT PLEASANT AND IN THE
 AI8480'TOWN OF POINT PLEASANT BEACH, NJ.
 AI8480'
 AI8480'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE TEE INTERSECTION
 AI8480'OF RICHMOND AVENUE (STATE HIGHWAY 35 SOUTHBOUND) AND HOLLY AVENUE, SET
 AI8480'FLUSH WITH THE GROUND ON THE EAST SIDE OF A TRIANGULAR SHAPED
 AI8480'LANDSCAPED PARK.
 AI8480'
 AI8480'THE STATION IS 32.5 FT (9.9 M) NORTH-NORTHEAST FROM WOOD UTILITY POLE
 AI8480'NUMBER BT 417, 35.0 FT (10.7 M) NORTH-NORTHEAST FROM THE NORTH CURB OF
 AI8480'HOLLY AVENUE, 1.0 FT (0.3 M) WEST FROM THE WEST CURB OF STATE HIGHWAY
 AI8480'35 SOUTHBOUND AND 54.0 FT (16.5 M) WEST-NORTHWEST FROM WOOD UTILITY
 AI8480'POLE NUMBER JC 284, 1 FT (0.3 M) EAST OF WITNESS POST.
 AI8480
 AI8480                          STATION RECOVERY (2013)
 AI8480
 AI8480'RECOVERY NOTE BY DPK CONSULTING LLC 2013 (WC)
 AI8480'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7946 ***********************************************************************
 DP7946  DESIGNATION -  2204
 DP7946  PID         -  DP7946
 DP7946  STATE/COUNTY-  NJ/OCEAN
 DP7946  COUNTRY     -  US
 DP7946  USGS QUAD   -  POINT PLEASANT (2019)
 DP7946
 DP7946                         *CURRENT SURVEY CONTROL
 DP7946  ______________________________________________________________________
 DP7946* NAD 83(1986) POSITION- 40 04 25.96   (N) 074 02 33.78   (W)   HD_HELD1
 DP7946* NAVD 88 ORTHO HEIGHT -     2.052 (meters)        6.73  (feet) ADJUSTED
 DP7946  ______________________________________________________________________
 DP7946  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 DP7946  DYNAMIC HEIGHT  -          2.051 (meters)        6.73  (feet) COMP
 DP7946  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 DP7946
 DP7946  VERT ORDER      -  FIRST     CLASS II
 DP7946
 DP7946.The horizontal coordinates were determined by differentially corrected
 DP7946.hand held GPS observations or other comparable positioning techniques
 DP7946.and have an estimated accuracy of +/- 3 meters.
 DP7946
 DP7946.The orthometric height was determined by differential leveling and
 DP7946.adjusted by the NATIONAL GEODETIC SURVEY
 DP7946.in September 2015.
 DP7946
 DP7946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7946.GEOID18 height accuracy estimate available here.
 DP7946
 DP7946.Click photographs - Photos may exist for this station.
 DP7946
 DP7946.The dynamic height is computed by dividing the NAVD 88
 DP7946.geopotential number by the normal gravity value computed on the
 DP7946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7946.degrees latitude (g = 980.6199 gals.).
 DP7946
 DP7946.The modeled gravity was interpolated from observed gravity values.
 DP7946
 DP7946;                    North         East    Units  Estimated Accuracy
 DP7946;SPC NJ       -   137,816.8     189,003.2     MT  (+/- 3 meters HH1 GPS) 
 DP7946
 DP7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8162536395(NAD 83)
 DP7946
 DP7946                          SUPERSEDED SURVEY CONTROL
 DP7946
 DP7946.No superseded survey control is available for this station.
 DP7946
 DP7946_STAMPING: 2204
 DP7946_MARK LOGO: CGS
 DP7946_PROJECTION: FLUSH
 DP7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7946+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7946
 DP7946  HISTORY     - Date     Condition        Report By
 DP7946  HISTORY     - 1935     MONUMENTED       CGS
 DP7946  HISTORY     - 20120629 GOOD             NJGS
 DP7946  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7946
 DP7946                          STATION DESCRIPTION
 DP7946
 DP7946'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7946'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST OF LAKEWOOD, 1.5 MI
 DP7946'(2.4 KM) EAST-SOUTHEAST OF POINT PLEASANT AND 1.2 MI (1.9 KM)
 DP7946'SOUTH-SOUTHEAST OF POINT PLEASANT BEACH.
 DP7946'
 DP7946'THE STATION IS LOCATED IN THE BOROUGH OF BAY HEAD ON THE EAST SIDE OF
 DP7946'MAIN AVENUE (STATE HIGHWAY 35).
 DP7946'
 DP7946'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AVENUE (STATE
 DP7946'HIGHWAY 35) AND BRIDGE AVENUE (COUNTY ROAD 632), GO NORTH ON MAIN
 DP7946'AVENUE (STATE HIGHWAY 35) FOR 0.25 MI (0.4 KM) TO THE INTERSECTION
 DP7946'WITH NORTH STREET AND THE STATION ON THE RIGHT, SET FLUSH IN THE TOP
 DP7946'OF A CONCRETE MONUMENT IN A CUT-OUT OF THE SIDEWALK AT THE SOUTHEAST
 DP7946'CORNER OF THE INTERSECTION.
 DP7946'
 DP7946'THE STATION IS 27.0 FT (8.2 M) SOUTH FROM THE CENTERLINE OF NORTH
 DP7946'STREET, 25.3 FT (7.7 M) EAST FROM THE CENTERLINE OF MAIN AVENUE, 23.3
 DP7946'FT (7.1 M) NORTHWEST FROM THE NORTHWEST CORNER OF THE PORCH FOR HOUSE
 DP7946'NUMBER 31 AND 9.6 FT (2.9 M) NORTHEAST FROM THE CENTER OF AN INLET ON
 DP7946'THE EAST SIDE OF MAIN AVENUE, 3 FT (0.9 M) NORTH OF A WITNESS POST.
 DP7946
 DP7946                          STATION RECOVERY (2015)
 DP7946
 DP7946'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7946'THE STRUCTURE, MONUMENT, INTO WHICH THE STATION WAS SET HAS BEEN
 DP7946'REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0851 ***********************************************************************
 KV0851  DESIGNATION -  2205
 KV0851  PID         -  KV0851
 KV0851  STATE/COUNTY-  NJ/OCEAN
 KV0851  COUNTRY     -  US
 KV0851  USGS QUAD   -  POINT PLEASANT (2019)
 KV0851
 KV0851                         *CURRENT SURVEY CONTROL
 KV0851  ______________________________________________________________________
 KV0851* NAD 83(1996) POSITION- 40 04 01.81454(N) 074 02 39.77723(W)   ADJUSTED
 KV0851* NAVD 88 ORTHO HEIGHT -     1.500 (meters)        4.92  (feet) ADJUSTED
 KV0851  ______________________________________________________________________
 KV0851  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 KV0851  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 KV0851  DYNAMIC HEIGHT  -          1.499 (meters)        4.92  (feet) COMP
 KV0851  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 KV0851
 KV0851  HORZ ORDER      -  SECOND
 KV0851  VERT ORDER      -  FIRST     CLASS II
 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 and
 KV0851.adjusted by the NATIONAL GEODETIC SURVEY
 KV0851.in September 2015.
 KV0851
 KV0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0851.GEOID18 height accuracy estimate available here.
 KV0851
 KV0851.Click photographs - Photos may exist for this station.
 KV0851
 KV0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992354
 KV0851!UTM  18      -   1.00000495  x   0.99968175  =   0.99968670
 KV0851
 KV0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8149135650(NAD 83)
 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  NAVD 88 (06/15/91)    1.508  (m)            4.95   (f) SUPERSEDED  1 1
 KV0851  NGVD 29 (04/16/92)    1.846  (m)            6.06   (f) ADJUSTED    1 1
 KV0851  NGVD 29 (01/10/92)    1.846  (m)            6.06   (f) SUPERSEDED  1 1
 KV0851  NGVD 29 (??/??/87)    1.895  (m)            6.22   (f) SUPERSEDED  1 1
 KV0851  NGVD 29               1.90   (m)            6.2    (f) LEVELING    3  
 KV0851
 KV0851.Superseded values are not recommended for survey control.
 KV0851
 KV0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0851.See file dsdata.pdf to determine how the superseded data were derived.
 KV0851
 KV0851_MARKER: DD = SURVEY DISK
 KV0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0851_STAMPING: 2205
 KV0851_MARK LOGO: CGS
 KV0851_PROJECTION: FLUSH
 KV0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0851+STABILITY: SURFACE MOTION
 KV0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0851+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 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  HISTORY     - 20120629 GOOD             NJGS
 KV0851  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 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.
 KV0851
 KV0851                          STATION RECOVERY (2012)
 KV0851
 KV0851'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0851'RECOVERED IN GOOD CONDITION.
 KV0851'
 KV0851'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST
 KV0851'OF LAKEWOOD, 1.7 MI (2.7 KM) SOUTHEAST OF POINT PLEASANT AND 1.7 MI
 KV0851'(2.7 KM) SOUTH OF POINT PLEASANT BEACH.
 KV0851'
 KV0851'THE STATION IS 3.9 FT (1.2 M) EAST FROM THE EAST CURB OF MAIN AVENUE
 KV0851'(STATE HIGHWAY 35), 39.0 FT (11.9 M) NORTH-NORTHWEST FROM THE
 KV0851'NORTHWEST CORNER OF HOUSE NUMBER 551, 230.4 FT (70.2 M) SOUTH FROM THE
 KV0851'CENTERLINE OF MOUNT STREET AND 53.9 FT (16.4 M) SOUTH-SOUTHWEST FROM
 KV0851'WOOD UTILITY POLE NUMBER BT567 BH.
 KV0851'
 KV0851'NOTE-THE STATION IS SET FLUSH IN THE TOP OF A CONCRETE MONUMENT IN A
 KV0851'CUT-OUT OF A CONCRETE APRON FOR A DRIVEWAY LEADING TO HOUSE NUMBER 551
 KV0851'MAIN AVENUE.
 KV0851
 KV0851                          STATION RECOVERY (2015)
 KV0851
 KV0851'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0851'THE STRUCTURE, MONUMENT, INTO WHICH THE STATION WAS SET HAS BEEN
 KV0851'REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4233 ***********************************************************************
 JU4233  DESIGNATION -  2240
 JU4233  PID         -  JU4233
 JU4233  STATE/COUNTY-  NJ/OCEAN
 JU4233  COUNTRY     -  US
 JU4233  USGS QUAD   -  FORKED RIVER (2019)
 JU4233
 JU4233                         *CURRENT SURVEY CONTROL
 JU4233  ______________________________________________________________________
 JU4233* NAD 83(2011) POSITION- 39 51 32.77424(N) 074 10 32.92515(W)   ADJUSTED
 JU4233* NAD 83(2011) ELLIP HT-   -22.914 (meters)        (06/27/12)   ADJUSTED
 JU4233* NAD 83(2011) EPOCH   -  2010.00
 JU4233* NAVD 88 ORTHO HEIGHT -    10.214 (meters)       33.51  (feet) ADJUSTED
 JU4233  ______________________________________________________________________
 JU4233  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 JU4233  NAD 83(2011) X  -  1,336,908.219 (meters)                     COMP
 JU4233  NAD 83(2011) Y  - -4,716,932.155 (meters)                     COMP
 JU4233  NAD 83(2011) Z  -  4,065,974.420 (meters)                     COMP
 JU4233  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 JU4233  DYNAMIC HEIGHT  -         10.210 (meters)       33.50  (feet) COMP
 JU4233  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 JU4233
 JU4233  VERT ORDER      -  FIRST     CLASS II
 JU4233
 JU4233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4233  Standards:
 JU4233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4233  -------------------------------------------------------------------
 JU4233  NETWORK    1.46   1.86           0.49   0.67   0.95      0.14120504
 JU4233  -------------------------------------------------------------------
 JU4233  Click here for local accuracies and other accuracy information.
 JU4233
 JU4233.The horizontal coordinates were established by GPS observations
 JU4233.and adjusted by the National Geodetic Survey in June 2012.
 JU4233
 JU4233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4233.been affixed to the stable North American tectonic plate. See 
 JU4233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4233
 JU4233.The horizontal coordinates are valid at the epoch date displayed above
 JU4233.which is a decimal equivalence of Year/Month/Day.
 JU4233
 JU4233.The orthometric height was determined by differential leveling and
 JU4233.adjusted by the NATIONAL GEODETIC SURVEY
 JU4233.in January 1994.
 JU4233
 JU4233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4233.GEOID18 height accuracy estimate available here.
 JU4233
 JU4233.Click photographs - Photos may exist for this station.
 JU4233
 JU4233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4233
 JU4233.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4233
 JU4233.The ellipsoidal height was determined by GPS observations
 JU4233.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4233
 JU4233;                    North         East     Units Scale Factor Converg.
 JU4233;SPC NJ       -   113,922.116   177,737.684   MT  0.99990947   +0 12 28.0
 JU4233;SPC NJ       -   373,759.48    583,127.72   sFT  0.99990947   +0 12 28.0
 JU4233;UTM  18      - 4,412,444.304   570,497.215   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7049712444(NAD 83)
 JU4233
 JU4233                          SUPERSEDED SURVEY CONTROL
 JU4233
 JU4233  NAD 83(2007)-  39 51 32.77476(N)    074 10 32.92581(W) AD(2002.00) 0
 JU4233  ELLIP H (02/10/07)  -22.907  (m)                       GP(2002.00)    
 JU4233  ELLIP H (10/23/02)  -22.888  (m)                       GP(       ) 4 1
 JU4233  NAD 83(1996)-  39 51 32.77469(N)    074 10 32.92574(W) AD(       ) 1
 JU4233  ELLIP H (05/14/99)  -22.905  (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)  -22.870  (m)                       GP(       ) 3 2
 JU4233  NAVD 88 (03/31/93)   10.2    (m)  GEOID90  model used  GPS OBS        
 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
 JU4233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4233.See file dsdata.pdf to determine how the superseded data were derived.
 JU4233
 JU4233_MARKER: DD = SURVEY DISK
 JU4233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 12, 2008
 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  HISTORY     - 20080312 GOOD             NJDEP
 JU4233  HISTORY     - 20100804 MARK NOT FOUND   USACE
 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
 JU4233
 JU4233                          STATION RECOVERY (2008)
 JU4233
 JU4233'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2008 (JPO)
 JU4233'EASTERN SHOULDER (NORTHBOUND) RTE. 9.  DISK IS 16.4' NNE FROM POLE BT
 JU4233'1836S, 45.0' SW FROM POLE JC 300L, IN THE DIRT DIRECTLY ADJACENT TO
 JU4233'THE SHOULDER 0.5' BELOW THE ROAD SURFACE.  RECOVERED IN GOOD
 JU4233'CONDITION.
 JU4233
 JU4233                          STATION RECOVERY (2010)
 JU4233
 JU4233'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010
 JU4233'HIGHWAY HAS BEEN WIDENED IN THIS AREA. COORDINATES OF MARK WERE STAKED
 JU4233'OUT USING AN RTN AND APPEAR TO BE IN THE PAVED SHOULDER OF THE
 JU4233'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0052 ***********************************************************************
 JU0052  DESIGNATION -  2241
 JU0052  PID         -  JU0052
 JU0052  STATE/COUNTY-  NJ/OCEAN
 JU0052  COUNTRY     -  US
 JU0052  USGS QUAD   -  FORKED RIVER (2019)
 JU0052
 JU0052                         *CURRENT SURVEY CONTROL
 JU0052  ______________________________________________________________________
 JU0052* NAD 83(1986) POSITION- 39 51 23.     (N) 074 10 47.     (W)   SCALED
 JU0052* NAVD 88 ORTHO HEIGHT -    10.805 (meters)       35.45  (feet) ADJUSTED
 JU0052  ______________________________________________________________________
 JU0052  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 JU0052  DYNAMIC HEIGHT  -         10.800 (meters)       35.43  (feet) COMP
 JU0052  MODELED GRAVITY -    980,164.5   (mgal)                       NAVD 88
 JU0052
 JU0052  VERT ORDER      -  FIRST     CLASS I
 JU0052
 JU0052.The horizontal coordinates were scaled from a map and have
 JU0052.an estimated accuracy of +/- 6 seconds.
 JU0052
 JU0052.The orthometric height was determined by differential leveling and
 JU0052.adjusted by the NATIONAL GEODETIC SURVEY
 JU0052.in June 1991.
 JU0052
 JU0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0052.GEOID18 height accuracy estimate available here.
 JU0052
 JU0052.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK701121(NAD 83)
 JU0052
 JU0052                          SUPERSEDED SURVEY CONTROL
 JU0052
 JU0052  NGVD 29 (04/16/92)   11.177  (m)           36.67   (f) ADJUSTED    1 1
 JU0052  NGVD 29 (01/10/92)   11.177  (m)           36.67   (f) SUPERSEDED  1 1
 JU0052  NGVD 29 (??/??/87)   11.177  (m)           36.67   (f) SUPERSEDED  1 1
 JU0052
 JU0052.Superseded values are not recommended for survey control.
 JU0052
 JU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0052.See file dsdata.pdf to determine how the superseded data were derived.
 JU0052
 JU0052_MARKER: DD = SURVEY DISK
 JU0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20220413 MARK NOT FOUND   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.
 JU0052
 JU0052                          STATION RECOVERY (2022)
 JU0052
 JU0052'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU0052'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  ALL TIES TO STATION
 JU0052'ARE UNDETECTED BECAUSE CONSIDERABLE CHANGES HAVE BEEN MADE TO THE AREA
 JU0052'SINCE LAST RECOVERY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9350 ***********************************************************************
 AI9350  DESIGNATION -  2248
 AI9350  PID         -  AI9350
 AI9350  STATE/COUNTY-  NJ/OCEAN
 AI9350  COUNTRY     -  US
 AI9350  USGS QUAD   -  FORKED RIVER (2019)
 AI9350
 AI9350                         *CURRENT SURVEY CONTROL
 AI9350  ______________________________________________________________________
 AI9350* NAD 83(1986) POSITION- 39 46 57.40   (N) 074 12 08.66   (W)   HD_HELD1
 AI9350* NAVD 88 ORTHO HEIGHT -     6.681 (meters)       21.92  (feet) ADJUSTED
 AI9350  ______________________________________________________________________
 AI9350  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 AI9350  DYNAMIC HEIGHT  -          6.678 (meters)       21.91  (feet) COMP
 AI9350  MODELED GRAVITY -    980,170.4   (mgal)                       NAVD 88
 AI9350
 AI9350  VERT ORDER      -  FIRST     CLASS II
 AI9350
 AI9350.The horizontal coordinates were determined by differentially corrected
 AI9350.hand held GPS observations or other comparable positioning techniques
 AI9350.and have an estimated accuracy of +/- 3 meters.
 AI9350
 AI9350.The orthometric height was determined by differential leveling and
 AI9350.adjusted by the NATIONAL GEODETIC SURVEY
 AI9350.in March 2001.
 AI9350
 AI9350.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9350.GEOID18 height accuracy estimate available here.
 AI9350
 AI9350.Click photographs - Photos may exist for this station.
 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       -   105,421.9     175,490.6     MT  (+/- 3 meters HH1 GPS) 
 AI9350
 AI9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6829803933(NAD 83)
 AI9350
 AI9350                          SUPERSEDED SURVEY CONTROL
 AI9350
 AI9350.No superseded survey control is available for this station.
 AI9350
 AI9350_MARKER: DD = SURVEY DISK
 AI9350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9350_STAMPING: 2248
 AI9350_MARK LOGO: NJGS
 AI9350_PROJECTION: RECESSED 9 CENTIMETERS
 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 - September 11, 2025
 AI9350
 AI9350  HISTORY     - Date     Condition        Report By
 AI9350  HISTORY     - 1948     MONUMENTED       NJGS
 AI9350  HISTORY     - 19980406 GOOD             NJGS
 AI9350  HISTORY     - 20250911 GOOD             AAAS
 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.
 AI9350
 AI9350                          STATION RECOVERY (2025)
 AI9350
 AI9350'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AI9350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2080 ***********************************************************************
 DO2080  DESIGNATION -  2250
 DO2080  PID         -  DO2080
 DO2080  STATE/COUNTY-  NJ/WARREN
 DO2080  COUNTRY     -  US
 DO2080  USGS QUAD   -  BELVIDERE (2019)
 DO2080
 DO2080                         *CURRENT SURVEY CONTROL
 DO2080  ______________________________________________________________________
 DO2080* NAD 83(1986) POSITION- 40 48 11.55   (N) 075 04 39.46   (W)   HD_HELD1
 DO2080* NAVD 88 ORTHO HEIGHT -   102.150 (meters)      335.14  (feet) ADJUSTED
 DO2080  ______________________________________________________________________
 DO2080  GEOID HEIGHT    -        -33.615 (meters)                     GEOID18
 DO2080  DYNAMIC HEIGHT  -        102.104 (meters)      334.99  (feet) COMP
 DO2080  MODELED GRAVITY -    980,170.6   (mgal)                       NAVD 88
 DO2080
 DO2080  VERT ORDER      -  SECOND    CLASS I
 DO2080
 DO2080.The horizontal coordinates were determined by differentially corrected
 DO2080.hand held GPS observations or other comparable positioning techniques
 DO2080.and have an estimated accuracy of +/- 3 meters.
 DO2080
 DO2080.The orthometric height was determined by differential leveling and
 DO2080.adjusted by the NATIONAL GEODETIC SURVEY
 DO2080.in April 2013.
 DO2080
 DO2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2080.GEOID18 height accuracy estimate available here.
 DO2080
 DO2080.Click photographs - Photos may exist for this station.
 DO2080
 DO2080.The dynamic height is computed by dividing the NAVD 88
 DO2080.geopotential number by the normal gravity value computed on the
 DO2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2080.degrees latitude (g = 980.6199 gals.).
 DO2080
 DO2080.The modeled gravity was interpolated from observed gravity values.
 DO2080
 DO2080;                    North         East    Units  Estimated Accuracy
 DO2080;SPC NJ       -   218,856.2     101,261.7     MT  (+/- 3 meters HH1 GPS) 
 DO2080
 DO2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9345216914(NAD 83)
 DO2080
 DO2080                          SUPERSEDED SURVEY CONTROL
 DO2080
 DO2080.No superseded survey control is available for this station.
 DO2080
 DO2080_MARKER: DD = SURVEY DISK
 DO2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2080_STAMPING: 2250
 DO2080_MARK LOGO: CGS+SS
 DO2080_PROJECTION: RECESSED 15 CENTIMETERS
 DO2080_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2080+STABILITY: SURFACE MOTION
 DO2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2080+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2011
 DO2080
 DO2080  HISTORY     - Date     Condition        Report By
 DO2080  HISTORY     - 1940     MONUMENTED       NJDCED
 DO2080  HISTORY     - 20110825 GOOD             NJGS
 DO2080
 DO2080                          STATION DESCRIPTION
 DO2080
 DO2080'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2080'THE STATION IS LOCATED IN WHITE TOWNSHIP, ON THE EAST SIDE
 DO2080'PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD 519).
 DO2080'
 DO2080'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2080'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.9 MI (3.1 KM) SOUTH ON
 DO2080'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION WITH SOUTH
 DO2080'BRIDGEVILLE ROAD (COUNTY ROAD 519).  CONTINUE 0.3 MI (0.5 KM) SOUTH ON
 DO2080'COUNTY ROAD 519 TO THE STATION ON THE LEFT.
 DO2080'
 DO2080'THE STATION IS 23.5 FT (7.2 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 DO2080'519, 2.2 FT (0.7 M) EAST OF THE EAST EDGE OF PAVING OF COUNTY ROAD
 DO2080'519, 8.3 FT (2.5 M) SOUTH OF A SIGN (NO PARKING) WITH A WITNESS SIGN
 DO2080'ATTACHED, 108 FT (32.9 M) SOUTH OF A POLE WITH NO NUMBER, 22 FT (6.7
 DO2080'M) NORTH-NORTHWEST OF POLE NUMBER 2736, WHICH IS IN THE TREELINE, 208
 DO2080'FT (63.4 M) NORTH OF THE CENTERLINE OF A STONE DRIVEWAY TO PROPERTY
 DO2080'NUMBER 196, THE DRIVEWAY IS ACROSS THE ROAD FROM THE DRIVEWAY TO THE
 DO2080'WARREN COUNTY ROADS AND BRIDGE DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0072 ***********************************************************************
 JU0072  DESIGNATION -  2250 NJGS
 JU0072  PID         -  JU0072
 JU0072  STATE/COUNTY-  NJ/OCEAN
 JU0072  COUNTRY     -  US
 JU0072  USGS QUAD   -  FORKED RIVER (2019)
 JU0072
 JU0072                         *CURRENT SURVEY CONTROL
 JU0072  ______________________________________________________________________
 JU0072* NAD 83(1986) POSITION- 39 45 12.     (N) 074 13 23.     (W)   SCALED
 JU0072* NAVD 88 ORTHO HEIGHT -    11.220 (meters)       36.81  (feet) ADJUSTED
 JU0072  ______________________________________________________________________
 JU0072  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 JU0072  DYNAMIC HEIGHT  -         11.215 (meters)       36.79  (feet) COMP
 JU0072  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 JU0072
 JU0072  VERT ORDER      -  FIRST     CLASS I
 JU0072
 JU0072.The horizontal coordinates were scaled from a map and have
 JU0072.an estimated accuracy of +/- 6 seconds.
 JU0072
 JU0072.The orthometric height was determined by differential leveling and
 JU0072.adjusted by the NATIONAL GEODETIC SURVEY
 JU0072.in June 1991.
 JU0072
 JU0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0072.GEOID18 height accuracy estimate available here.
 JU0072
 JU0072.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK665006(NAD 83)
 JU0072
 JU0072                          SUPERSEDED SURVEY CONTROL
 JU0072
 JU0072  NGVD 29 (04/16/92)   11.596  (m)           38.04   (f) ADJUSTED    1 1
 JU0072  NGVD 29 (??/??/87)   11.596  (m)           38.04   (f) SUPERSEDED  1 1
 JU0072
 JU0072.Superseded values are not recommended for survey control.
 JU0072
 JU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0072.See file dsdata.pdf to determine how the superseded data were derived.
 JU0072
 JU0072_MARKER: DD = SURVEY DISK
 JU0072_SETTING: 7 = 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  HISTORY     - 20070104 MARK NOT FOUND   UE
 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.
 JU0072
 JU0072                          STATION RECOVERY (2007)
 JU0072
 JU0072'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0072'PROBABLY TORN OUT WHEN HANDICAPPED RAMP WAS CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6453 ***********************************************************************
 DR6453  DESIGNATION -  2254
 DR6453  PID         -  DR6453
 DR6453  STATE/COUNTY-  NJ/OCEAN
 DR6453  COUNTRY     -  US
 DR6453  USGS QUAD   -  WEST CREEK (2019)
 DR6453
 DR6453                         *CURRENT SURVEY CONTROL
 DR6453  ______________________________________________________________________
 DR6453* NAD 83(1986) POSITION- 39 40 23.19   (N) 074 16 43.72   (W)   HD_HELD1
 DR6453* NAVD 88 ORTHO HEIGHT -    11.102 (meters)       36.42  (feet) ADJUSTED
 DR6453  ______________________________________________________________________
 DR6453  GEOID HEIGHT    -        -33.294 (meters)                     GEOID18
 DR6453  DYNAMIC HEIGHT  -         11.097 (meters)       36.41  (feet) COMP
 DR6453  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 DR6453
 DR6453  VERT ORDER      -  FIRST     CLASS II
 DR6453
 DR6453.The horizontal coordinates were determined by differentially corrected
 DR6453.hand held GPS observations or other comparable positioning techniques
 DR6453.and have an estimated accuracy of +/- 3 meters.
 DR6453
 DR6453.The orthometric height was determined by differential leveling and
 DR6453.adjusted by the NATIONAL GEODETIC SURVEY
 DR6453.in February 2021.
 DR6453
 DR6453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6453.GEOID18 height accuracy estimate available here.
 DR6453
 DR6453.Click photographs - Photos may exist for this station.
 DR6453
 DR6453.The dynamic height is computed by dividing the NAVD 88
 DR6453.geopotential number by the normal gravity value computed on the
 DR6453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6453.degrees latitude (g = 980.6199 gals.).
 DR6453
 DR6453.The modeled gravity was interpolated from observed gravity values.
 DR6453
 DR6453;                    North         East    Units  Estimated Accuracy
 DR6453;SPC NJ       -    93,246.2     168,976.0     MT  (+/- 3 meters HH1 GPS) 
 DR6453
 DR6453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6185391724(NAD 83)
 DR6453
 DR6453                          SUPERSEDED SURVEY CONTROL
 DR6453
 DR6453.No superseded survey control is available for this station.
 DR6453
 DR6453_MARKER: DD = SURVEY DISK
 DR6453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6453_STAMPING: 2254
 DR6453_MARK LOGO: CGS+SS
 DR6453_PROJECTION: RECESSED 15 CENTIMETERS
 DR6453_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6453+STABILITY: SURFACE MOTION
 DR6453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6453+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2023
 DR6453
 DR6453  HISTORY     - Date     Condition        Report By
 DR6453  HISTORY     - 1935     MONUMENTED       NJDCED
 DR6453  HISTORY     - 20200619 GOOD             NJGS
 DR6453  HISTORY     - 20230721 GOOD             LOCSUR
 DR6453
 DR6453                          STATION DESCRIPTION
 DR6453
 DR6453'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6453'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHEAST OF TUCKERTON, 5.6
 DR6453'MI (9.0 KM) WEST-NORTHWEST OF SHIP BOTTOM AND 3.1 MI (5.0 KM)
 DR6453'NORTH-NORTHEAST OF WEST CREEK, STAFFORD TOWNSHIP.
 DR6453'
 DR6453'TO REACH FROM THE CENTER OF THE NEW JERSEY STATE HIGHWAY 72 BRIDGE
 DR6453'SPANNING U.S. ROUTE 9, GO 1.8 MI (2.9 KM) SOUTHEAST ON U.S. ROUTE 9 TO
 DR6453'THE STATION ON THE RIGHT ON THE WEST EDGE OF PAVING OF U.S. ROUTE 9.
 DR6453'
 DR6453'IT IS ABOUT 120 FT (36.6 M) SOUTHEAST OF THE CENTERLINE OF THE
 DR6453'ENTRANCE ROAD LEADING TO A SAND QUARRY, 46.6 FT (14.2 M) WEST AND
 DR6453'ACROSS THE ROAD FROM POLE NUMBER T316, 47.5 FT (14.5 M) SOUTHWEST OF
 DR6453'BENCH MARK Q 66 (JU0083), 21 FT (6.4 M) NORTHWEST OF THE CENTERLINE OF
 DR6453'U.S. ROUTE 9, 50.3 FT (15.3 M) SOUTHWEST OF POLE NUMBER P6602 AND 71
 DR6453'FT (21.6 M) NORTHEAST OF POLE NUMBER P6601, OPPOSITE HOUSE NUMBER
 DR6453'1001.
 DR6453
 DR6453                          STATION RECOVERY (2023)
 DR6453
 DR6453'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2023 (RAL)
 DR6453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6450 ***********************************************************************
 DR6450  DESIGNATION -  2256
 DR6450  PID         -  DR6450
 DR6450  STATE/COUNTY-  NJ/OCEAN
 DR6450  COUNTRY     -  US
 DR6450  USGS QUAD   -  WEST CREEK (2019)
 DR6450
 DR6450                         *CURRENT SURVEY CONTROL
 DR6450  ______________________________________________________________________
 DR6450* NAD 83(1986) POSITION- 39 38 27.07   (N) 074 18 07.38   (W)   HD_HELD1
 DR6450* NAVD 88 ORTHO HEIGHT -     4.174 (meters)       13.69  (feet) ADJUSTED
 DR6450  ______________________________________________________________________
 DR6450  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 DR6450  DYNAMIC HEIGHT  -          4.172 (meters)       13.69  (feet) COMP
 DR6450  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 DR6450
 DR6450  VERT ORDER      -  FIRST     CLASS II
 DR6450
 DR6450.The horizontal coordinates were determined by differentially corrected
 DR6450.hand held GPS observations or other comparable positioning techniques
 DR6450.and have an estimated accuracy of +/- 3 meters.
 DR6450
 DR6450.The orthometric height was determined by differential leveling and
 DR6450.adjusted by the NATIONAL GEODETIC SURVEY
 DR6450.in February 2021.
 DR6450
 DR6450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6450.GEOID18 height accuracy estimate available here.
 DR6450
 DR6450.Click photographs - Photos may exist for this station.
 DR6450
 DR6450.The dynamic height is computed by dividing the NAVD 88
 DR6450.geopotential number by the normal gravity value computed on the
 DR6450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6450.degrees latitude (g = 980.6199 gals.).
 DR6450
 DR6450.The modeled gravity was interpolated from observed gravity values.
 DR6450
 DR6450;                    North         East    Units  Estimated Accuracy
 DR6450;SPC NJ       -    89,660.6     166,990.2     MT  (+/- 3 meters HH1 GPS) 
 DR6450
 DR6450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5988888129(NAD 83)
 DR6450
 DR6450                          SUPERSEDED SURVEY CONTROL
 DR6450
 DR6450.No superseded survey control is available for this station.
 DR6450
 DR6450_MARKER: DD = SURVEY DISK
 DR6450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6450_STAMPING: 2256
 DR6450_MARK LOGO: CGS+SS
 DR6450_PROJECTION: FLUSH
 DR6450_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6450+STABILITY: SURFACE MOTION
 DR6450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6450+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2019
 DR6450
 DR6450  HISTORY     - Date     Condition        Report By
 DR6450  HISTORY     - 1935     MONUMENTED       NJDCED
 DR6450  HISTORY     - 20190306 GOOD             NJGS
 DR6450
 DR6450                          STATION DESCRIPTION
 DR6450
 DR6450'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6450'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF BEACH
 DR6450'HAVEN, 3.3 MI (5.3 KM) NORTHEAST OF TUCKERTON AND IN THE TOWN OF WEST
 DR6450'CREEK, NEW JERSEY, IN EAGLESWOOD TOWNSHIP.
 DR6450'
 DR6450'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6450'539) AND EAST MAIN STREET (US ROUTE 9) IN TUCKERTON, GO 3.4 MI (5.5
 DR6450'KM) NORTH-NORTHEAST ON U.S. ROUTE 9 TO THE STATION ON THE RIGHT AT THE
 DR6450'SOUTHEAST SIDE OF THE T-JUNCTION OF U.S. ROUTE 9 AND FORGE ROAD.
 DR6450'
 DR6450'THE STATION IS 0.5 FT (15 CM) EAST OF THE BASE OF THE WESTERLY LEG FOR
 DR6450'A SIGN (FORGE ROAD), 47.5 FT (14.5 M) EAST-SOUTHEAST AND ACROSS THE
 DR6450'ROAD FROM POLE NUMBER BT1080, 139 FT (42.4 M) NORTHEAST OF POLE NUMBER
 DR6450'P6494, 17.7 FT (5.4 M) SOUTHEAST OF THE CENTERLINE OF U.S. ROUTE 9,
 DR6450'2.8 FT (0.9 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVING OF U.S.
 DR6450'ROUTE 9, 33.8 FT (10.3 M) SOUTHWEST OF POLE NUMBER P6496, 28.8 FT (8.8
 DR6450'M) NORTHEAST OF THE CENTERLINE OF A CONCRETE APRON AND 54 FT (16.5 M)
 DR6450'SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY FOR HOUSE NUMBER 310.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0100 ***********************************************************************
 JU0100  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0100  DESIGNATION -  2259
 JU0100  PID         -  JU0100
 JU0100  STATE/COUNTY-  NJ/OCEAN
 JU0100  COUNTRY     -  US
 JU0100  USGS QUAD   -  TUCKERTON (2019)
 JU0100
 JU0100                         *CURRENT SURVEY CONTROL
 JU0100  ______________________________________________________________________
 JU0100* NAD 83(1986) POSITION- 39 36 11.     (N) 074 20 23.     (W)   SCALED
 JU0100* NAVD 88 ORTHO HEIGHT -     4.288 (meters)       14.07  (feet) ADJUSTED
 JU0100  ______________________________________________________________________
 JU0100  GEOID HEIGHT    -        -33.474 (meters)                     GEOID18
 JU0100  DYNAMIC HEIGHT  -          4.286 (meters)       14.06  (feet) COMP
 JU0100  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 JU0100
 JU0100  VERT ORDER      -  FIRST     CLASS I
 JU0100
 JU0100.The horizontal coordinates were scaled from a map and have
 JU0100.an estimated accuracy of +/- 6 seconds.
 JU0100
 JU0100.The orthometric height was determined by differential leveling and
 JU0100.adjusted by the NATIONAL GEODETIC SURVEY
 JU0100.in June 1991.
 JU0100
 JU0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0100.GEOID18 height accuracy estimate available here.
 JU0100
 JU0100.This Tidal Bench Mark is designated as VM 2635
 JU0100.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0100
 JU0100.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ566839(NAD 83)
 JU0100
 JU0100                          SUPERSEDED SURVEY CONTROL
 JU0100
 JU0100  NGVD 29 (04/16/92)    4.676  (m)           15.34   (f) ADJUSTED    1 1
 JU0100  NGVD 29 (??/??/87)    4.676  (m)           15.34   (f) SUPERSEDED  1 1
 JU0100
 JU0100.Superseded values are not recommended for survey control.
 JU0100
 JU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0100.See file dsdata.pdf to determine how the superseded data were derived.
 JU0100
 JU0100_MARKER: DD = SURVEY DISK
 JU0100_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV3482 ***********************************************************************
 KV3482  DESIGNATION -  23.81 NJGS
 KV3482  PID         -  KV3482
 KV3482  STATE/COUNTY-  NJ/BURLINGTON
 KV3482  COUNTRY     -  US
 KV3482  USGS QUAD   -  FRANKFORD (2019)
 KV3482
 KV3482                         *CURRENT SURVEY CONTROL
 KV3482  ______________________________________________________________________
 KV3482* NAD 83(1986) POSITION- 40 00 10.     (N) 075 01 26.     (W)   SCALED
 KV3482* NAVD 88 ORTHO HEIGHT -     7.031 (meters)       23.07  (feet) POSTED
 KV3482  ______________________________________________________________________
 KV3482  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 KV3482  DYNAMIC HEIGHT  -          7.03  (meters)       23.1   (feet) COMP
 KV3482  MODELED GRAVITY -    980,187.1   (mgal)                       NAVD 88
 KV3482
 KV3482  VERT ORDER      -  * POSTED, SEE BELOW
 KV3482
 KV3482.The horizontal coordinates were scaled from a 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
 KV3482.* This is a POSTED BENCH MARK height.
 KV3482
 KV3482.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3482.GEOID18 height accuracy estimate available here.
 KV3482
 KV3482.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK979280(NAD 83)
 KV3482
 KV3482                          SUPERSEDED SURVEY CONTROL
 KV3482
 KV3482  NGVD 29 (11/26/84)    7.387  (m)           24.24   (f) ADJUSTED    1 2
 KV3482
 KV3482.Superseded values are not recommended for survey control.
 KV3482
 KV3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3482.See file dsdata.pdf to determine how the superseded data were derived.
 KV3482
 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  HISTORY     - 20070714 MARK NOT FOUND   UE
 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.
 KV3482
 KV3482                          STATION RECOVERY (2007)
 KV3482
 KV3482'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV3482'THERE ARE NO BUILDINGS IN THE AREA OF THE PUBLISHED COORDINATES THAT
 KV3482'FIT THE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5238 ***********************************************************************
 DO5238  DESIGNATION -  2356
 DO5238  PID         -  DO5238
 DO5238  STATE/COUNTY-  NJ/MORRIS
 DO5238  COUNTRY     -  US
 DO5238  USGS QUAD   -  MORRISTOWN (2016)
 DO5238
 DO5238                         *CURRENT SURVEY CONTROL
 DO5238  ______________________________________________________________________
 DO5238* NAD 83(1986) POSITION- 40 47 28.60   (N) 074 28 30.97   (W)   HD_HELD1
 DO5238* NAVD 88 ORTHO HEIGHT -   111.847 (meters)      366.95  (feet) ADJUSTED
 DO5238  ______________________________________________________________________
 DO5238  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 DO5238  DYNAMIC HEIGHT  -        111.798 (meters)      366.79  (feet) COMP
 DO5238  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 DO5238
 DO5238  VERT ORDER      -  SECOND    CLASS II
 DO5238
 DO5238.The horizontal coordinates were determined by differentially corrected
 DO5238.hand held GPS observations or other comparable positioning techniques
 DO5238.and have an estimated accuracy of +/- 3 meters.
 DO5238
 DO5238.The orthometric height was determined by differential leveling and
 DO5238.adjusted by the NATIONAL GEODETIC SURVEY
 DO5238.in April 2013.
 DO5238
 DO5238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5238.GEOID18 height accuracy estimate available here.
 DO5238
 DO5238.Click photographs - Photos may exist for this station.
 DO5238
 DO5238.The dynamic height is computed by dividing the NAVD 88
 DO5238.geopotential number by the normal gravity value computed on the
 DO5238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5238.degrees latitude (g = 980.6199 gals.).
 DO5238
 DO5238.The modeled gravity was interpolated from observed gravity values.
 DO5238
 DO5238;                    North         East    Units  Estimated Accuracy
 DO5238;SPC NJ       -   217,371.2     152,087.1     MT  (+/- 3 meters HH1 GPS) 
 DO5238
 DO5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4426915719(NAD 83)
 DO5238
 DO5238                          SUPERSEDED SURVEY CONTROL
 DO5238
 DO5238.No superseded survey control is available for this station.
 DO5238
 DO5238_MARKER: DD = SURVEY DISK
 DO5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO5238_STAMPING: 2356
 DO5238_MARK LOGO: CGS+SS
 DO5238_PROJECTION: FLUSH
 DO5238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO5238+STABILITY: SURFACE MOTION
 DO5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5238+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2012
 DO5238
 DO5238  HISTORY     - Date     Condition        Report By
 DO5238  HISTORY     - 1935     MONUMENTED       NJGS
 DO5238  HISTORY     - 20120313 GOOD             NJGS
 DO5238
 DO5238                          STATION DESCRIPTION
 DO5238
 DO5238'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5238'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF MENDHAM, 5.9 MI
 DO5238'(9.5 KM) NORTHWEST OF CHATHAM.
 DO5238'
 DO5238'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE SOUTHWEST SIDE
 DO5238'OF SOUTH STREET (STATE HIGHWAY 124).
 DO5238'
 DO5238'THE STATION IS SET ABOUT 0.5 FT (15 CM) BELOW THE GROUND IN A
 DO5238'LANDSCAPED GARDEN AREA ADJACENT TO THE SIDEWALK IN FRONT OF THE SOUTH
 DO5238'STREET APARTMENTS, 181 SOUTH STREET AT THE SOUTHEAST CORNER OF THE
 DO5238'T-INTERSECTION OF SOUTH STREET AND JAMES STREET (COUNTY ROAD 663).
 DO5238'
 DO5238'THE STATION IS 12.4 FT (3.8 M) SOUTHWEST FROM THE SOUTHWEST CURB OF
 DO5238'SOUTH STREET, 50.0 FT (15.2 M) SOUTHEAST FROM THE SOUTHEAST CURBLINE
 DO5238'EXTENDED OF JAMES STREET, 4.1 FT (1.2 M) NORTHWEST FROM THE CENTER OF
 DO5238'A 2 FT (0.6 M) SQUARE BRICK COLUMN WITH LAMP ATTACHED IN FRONT OF THE
 DO5238'APARTMENT BUILDING, 16.4 FT (5.0 M) NORTHWEST FROM THE CENTERLINE OF
 DO5238'THE STONE WALKWAY LEADING INTO THE APARTMENT BUILDING AND 28.6 FT (8.7
 DO5238'M) NORTHEAST FROM A TRAFFIC LIGHT POLE.
 DO5238'
 DO5238'THE STATION IS SET ABOUT LEVEL WITH THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1301 ***********************************************************************
 KV1301  DESIGNATION -  2373 NJGS
 KV1301  PID         -  KV1301
 KV1301  STATE/COUNTY-  NJ/MORRIS
 KV1301  COUNTRY     -  US
 KV1301  USGS QUAD   -  CHESTER (2019)
 KV1301
 KV1301                         *CURRENT SURVEY CONTROL
 KV1301  ______________________________________________________________________
 KV1301* NAD 83(1986) POSITION- 40 47 00.     (N) 074 41 54.     (W)   SCALED
 KV1301* NAVD 88 ORTHO HEIGHT -   257.742 (meters)      845.61  (feet) ADJUSTED
 KV1301  ______________________________________________________________________
 KV1301  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 KV1301  DYNAMIC HEIGHT  -        257.623 (meters)      845.22  (feet) COMP
 KV1301  MODELED GRAVITY -    980,155.4   (mgal)                       NAVD 88
 KV1301
 KV1301  VERT ORDER      -  SECOND    CLASS 0
 KV1301
 KV1301.The horizontal coordinates were scaled from a map and have
 KV1301.an estimated accuracy of +/- 6 seconds.
 KV1301
 KV1301.The orthometric height was determined by differential leveling and
 KV1301.adjusted by the NATIONAL GEODETIC SURVEY
 KV1301.in June 1991.
 KV1301
 KV1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1301.GEOID18 height accuracy estimate available here.
 KV1301
 KV1301.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL254147(NAD 83)
 KV1301
 KV1301                          SUPERSEDED SURVEY CONTROL
 KV1301
 KV1301  NGVD 29 (11/26/84)  257.970  (m)          846.36   (f) ADJUSTED    2 0
 KV1301
 KV1301.Superseded values are not recommended for survey control.
 KV1301
 KV1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1301.See file dsdata.pdf to determine how the superseded data were derived.
 KV1301
 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  HISTORY     - 20210211 MARK NOT FOUND   NJGS
 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.
 KV1301
 KV1301                          STATION RECOVERY (2021)
 KV1301
 KV1301'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1301'INTERSECTION REDESIGNED AND TRAFFIC ISLANDS REBUILT, PROBABLY
 KV1301'DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0041 ***********************************************************************
 KV0041  DESIGNATION -  24 A PRR
 KV0041  PID         -  KV0041
 KV0041  STATE/COUNTY-  NJ/UNION
 KV0041  COUNTRY     -  US
 KV0041  USGS QUAD   -  PERTH AMBOY (2016)
 KV0041
 KV0041                         *CURRENT SURVEY CONTROL
 KV0041  ______________________________________________________________________
 KV0041* NAD 83(1986) POSITION- 40 36 21.     (N) 074 16 40.     (W)   SCALED
 KV0041* NAVD 88 ORTHO HEIGHT -    11.834 (meters)       38.83  (feet) ADJUSTED
 KV0041  ______________________________________________________________________
 KV0041  GEOID HEIGHT    -        -32.580 (meters)                     GEOID18
 KV0041  DYNAMIC HEIGHT  -         11.829 (meters)       38.81  (feet) COMP
 KV0041  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 KV0041
 KV0041  VERT ORDER      -  FIRST     CLASS II
 KV0041
 KV0041.The horizontal coordinates were scaled from a map and have
 KV0041.an estimated accuracy of +/- 6 seconds.
 KV0041
 KV0041.The orthometric height was determined by differential leveling and
 KV0041.adjusted by the NATIONAL GEODETIC SURVEY
 KV0041.in June 1991.
 KV0041
 KV0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0041.GEOID18 height accuracy estimate available here.
 KV0041
 KV0041.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611952(NAD 83)
 KV0041
 KV0041                          SUPERSEDED SURVEY CONTROL
 KV0041
 KV0041  NGVD 29 (11/26/84)   12.181  (m)           39.96   (f) ADJUSTED    1 2
 KV0041
 KV0041.Superseded values are not recommended for survey control.
 KV0041
 KV0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0041.See file dsdata.pdf to determine how the superseded data were derived.
 KV0041
 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 = JULY 24, 2026 22:12:30 EDT
 KV0040 ***********************************************************************
 KV0040  DESIGNATION -  24 PRR
 KV0040  PID         -  KV0040
 KV0040  STATE/COUNTY-  NJ/UNION
 KV0040  COUNTRY     -  US
 KV0040  USGS QUAD   -  PERTH AMBOY (2016)
 KV0040
 KV0040                         *CURRENT SURVEY CONTROL
 KV0040  ______________________________________________________________________
 KV0040* NAD 83(1986) POSITION- 40 36 32.     (N) 074 16 29.     (W)   SCALED
 KV0040* NAVD 88 ORTHO HEIGHT -    11.770 (meters)       38.62  (feet) ADJUSTED
 KV0040  ______________________________________________________________________
 KV0040  GEOID HEIGHT    -        -32.574 (meters)                     GEOID18
 KV0040  DYNAMIC HEIGHT  -         11.765 (meters)       38.60  (feet) COMP
 KV0040  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 KV0040
 KV0040  VERT ORDER      -  FIRST     CLASS I
 KV0040
 KV0040.The horizontal coordinates were scaled from a map and have
 KV0040.an estimated accuracy of +/- 6 seconds.
 KV0040
 KV0040.The orthometric height was determined by differential leveling and
 KV0040.adjusted by the NATIONAL GEODETIC SURVEY
 KV0040.in June 1991.
 KV0040
 KV0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0040.GEOID18 height accuracy estimate available here.
 KV0040
 KV0040.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK613955(NAD 83)
 KV0040
 KV0040                          SUPERSEDED SURVEY CONTROL
 KV0040
 KV0040  NGVD 29 (04/16/92)   12.089  (m)           39.66   (f) ADJUSTED    1 1
 KV0040  NGVD 29 (??/??/87)   12.114  (m)           39.74   (f) SUPERSEDED  1 1
 KV0040
 KV0040.Superseded values are not recommended for survey control.
 KV0040
 KV0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0040.See file dsdata.pdf to determine how the superseded data were derived.
 KV0040
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0040+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2021
 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  HISTORY     - 20210202 GOOD             NJGS
 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.
 KV0040
 KV0040                          STATION RECOVERY (2021)
 KV0040
 KV0040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0057 ***********************************************************************
 KV0057  DESIGNATION -  24051 NJGS
 KV0057  PID         -  KV0057
 KV0057  STATE/COUNTY-  NJ/UNION
 KV0057  COUNTRY     -  US
 KV0057  USGS QUAD   -  ROSELLE (2019)
 KV0057
 KV0057                         *CURRENT SURVEY CONTROL
 KV0057  ______________________________________________________________________
 KV0057* NAD 83(1986) POSITION- 40 38 34.6    (N) 074 15 34.2    (W)   HD_HELD2
 KV0057* NAVD 88 ORTHO HEIGHT -    15.068 (meters)       49.44  (feet) ADJUSTED
 KV0057  ______________________________________________________________________
 KV0057  GEOID HEIGHT    -        -32.547 (meters)                     GEOID18
 KV0057  DYNAMIC HEIGHT  -         15.062 (meters)       49.42  (feet) COMP
 KV0057  MODELED GRAVITY -    980,213.4   (mgal)                       NAVD 88
 KV0057
 KV0057  VERT ORDER      -  FIRST     CLASS I
 KV0057
 KV0057.The horizontal coordinates were established by autonomous hand held GPS
 KV0057.observations and have an estimated accuracy of +/- 10 meters.
 KV0057
 KV0057.The orthometric height was determined by differential leveling and
 KV0057.adjusted by the NATIONAL GEODETIC SURVEY
 KV0057.in June 1991.
 KV0057
 KV0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0057.GEOID18 height accuracy estimate available here.
 KV0057
 KV0057.Click photographs - Photos may exist for this station.
 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       -   200,928.      170,341.      MT  (+/- 10 meters HH2 GPS)
 KV0057
 KV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6261299385(NAD 83)
 KV0057
 KV0057                          SUPERSEDED SURVEY CONTROL
 KV0057
 KV0057  NGVD 29 (04/16/92)   15.395  (m)           50.51   (f) ADJUSTED    1 1
 KV0057  NGVD 29 (??/??/87)   15.408  (m)           50.55   (f) SUPERSEDED  1 1
 KV0057
 KV0057.Superseded values are not recommended for survey control.
 KV0057
 KV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0057.See file dsdata.pdf to determine how the superseded data were derived.
 KV0057
 KV0057_MARKER: DD = SURVEY DISK
 KV0057_SETTING: 7 = 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  HISTORY     - 20070603 GOOD             GEOCAC
 KV0057  HISTORY     - 20220302 MARK NOT FOUND   NJGS
 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.
 KV0057
 KV0057                          STATION RECOVERY (2007)
 KV0057
 KV0057'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0057'THE MARK IS IN THE SOUTHWEST CORNER OF THE ISLAND FORMED BY THE
 KV0057'INTERSECTION OF ST GEORGES AVENUE, CHESTNUT STREET AND ROSELLE STREET.
 KV0057'A SHORT DISTANCE SOUTHWEST OF THE 'WELCOME TO ROSELLE' SIGN.
 KV0057
 KV0057                          STATION RECOVERY (2022)
 KV0057
 KV0057'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV0057'TIES PLACE MONUMENT UNDER NEWER SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0063 ***********************************************************************
 KV0063  DESIGNATION -  24053 NJGS
 KV0063  PID         -  KV0063
 KV0063  STATE/COUNTY-  NJ/UNION
 KV0063  COUNTRY     -  US
 KV0063  USGS QUAD   -  ELIZABETH (2016)
 KV0063
 KV0063                         *CURRENT SURVEY CONTROL
 KV0063  ______________________________________________________________________
 KV0063* NAD 83(1986) POSITION- 40 39 01.     (N) 074 14 26.     (W)   SCALED
 KV0063* NAVD 88 ORTHO HEIGHT -    10.073 (meters)       33.05  (feet) ADJUSTED
 KV0063  ______________________________________________________________________
 KV0063  GEOID HEIGHT    -        -32.500 (meters)                     GEOID18
 KV0063  DYNAMIC HEIGHT  -         10.068 (meters)       33.03  (feet) COMP
 KV0063  MODELED GRAVITY -    980,215.5   (mgal)                       NAVD 88
 KV0063
 KV0063  VERT ORDER      -  FIRST     CLASS I
 KV0063
 KV0063.The horizontal coordinates were scaled from a map and have
 KV0063.an estimated accuracy of +/- 6 seconds.
 KV0063
 KV0063.The orthometric height was determined by differential leveling and
 KV0063.adjusted by the NATIONAL GEODETIC SURVEY
 KV0063.in June 1991.
 KV0063
 KV0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0063.GEOID18 height accuracy estimate available here.
 KV0063
 KV0063.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL642002(NAD 83)
 KV0063
 KV0063                          SUPERSEDED SURVEY CONTROL
 KV0063
 KV0063  NGVD 29 (04/16/92)   10.403  (m)           34.13   (f) ADJUSTED    1 1
 KV0063  NGVD 29 (??/??/87)   10.410  (m)           34.15   (f) SUPERSEDED  1 1
 KV0063
 KV0063.Superseded values are not recommended for survey control.
 KV0063
 KV0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0063.See file dsdata.pdf to determine how the superseded data were derived.
 KV0063
 KV0063_MARKER: DD = SURVEY DISK
 KV0063_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV0065 ***********************************************************************
 KV0065  DESIGNATION -  24054 NJGS
 KV0065  PID         -  KV0065
 KV0065  STATE/COUNTY-  NJ/UNION
 KV0065  COUNTRY     -  US
 KV0065  USGS QUAD   -  ELIZABETH (2016)
 KV0065
 KV0065                         *CURRENT SURVEY CONTROL
 KV0065  ______________________________________________________________________
 KV0065* NAD 83(1986) POSITION- 40 39 10.     (N) 074 14 11.     (W)   SCALED
 KV0065* NAVD 88 ORTHO HEIGHT -    15.196 (meters)       49.86  (feet) ADJUSTED
 KV0065  ______________________________________________________________________
 KV0065  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 KV0065  DYNAMIC HEIGHT  -         15.190 (meters)       49.84  (feet) COMP
 KV0065  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 KV0065
 KV0065  VERT ORDER      -  FIRST     CLASS I
 KV0065
 KV0065.The horizontal coordinates were scaled from a map and have
 KV0065.an estimated accuracy of +/- 6 seconds.
 KV0065
 KV0065.The orthometric height was determined by differential leveling and
 KV0065.adjusted by the NATIONAL GEODETIC SURVEY
 KV0065.in June 1991.
 KV0065
 KV0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0065.GEOID18 height accuracy estimate available here.
 KV0065
 KV0065.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL645004(NAD 83)
 KV0065
 KV0065                          SUPERSEDED SURVEY CONTROL
 KV0065
 KV0065  NGVD 29 (04/16/92)   15.527  (m)           50.94   (f) ADJUSTED    1 1
 KV0065  NGVD 29 (??/??/87)   15.533  (m)           50.96   (f) SUPERSEDED  1 1
 KV0065
 KV0065.Superseded values are not recommended for survey control.
 KV0065
 KV0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0065.See file dsdata.pdf to determine how the superseded data were derived.
 KV0065
 KV0065_MARKER: DD = SURVEY DISK
 KV0065_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV0643 ***********************************************************************
 KV0643  DESIGNATION -  24058 NJGS
 KV0643  PID         -  KV0643
 KV0643  STATE/COUNTY-  NJ/MORRIS
 KV0643  COUNTRY     -  US
 KV0643  USGS QUAD   -  MORRISTOWN (2016)
 KV0643
 KV0643                         *CURRENT SURVEY CONTROL
 KV0643  ______________________________________________________________________
 KV0643* NAD 83(1986) POSITION- 40 46 42.     (N) 074 25 45.     (W)   SCALED
 KV0643* NAVD 88 ORTHO HEIGHT -    65.11  (meters)      213.6   (feet) RESET
 KV0643  ______________________________________________________________________
 KV0643  GEOID HEIGHT    -        -32.830 (meters)                     GEOID18
 KV0643  VERT ORDER      -  THIRD
 KV0643
 KV0643.The horizontal coordinates were scaled from a map and have
 KV0643.an estimated accuracy of +/- 6 seconds.
 KV0643
 KV0643.The orthometric height was computed from unverified reset data.
 KV0643
 KV0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0643.GEOID18 height accuracy estimate available here.
 KV0643
 KV0643.Click photographs - Photos may exist for this station.
 KV0643
 KV0643;                    North         East    Units  Estimated Accuracy
 KV0643;SPC NJ       -   215,940.      155,980.      MT  (+/- 180 meters Scaled)
 KV0643
 KV0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL481143(NAD 83)
 KV0643
 KV0643                          SUPERSEDED SURVEY CONTROL
 KV0643
 KV0643  NGVD 29 (??/??/??)   65.40   (m)          214.6    (f) RESET       3  
 KV0643
 KV0643.Superseded values are not recommended for survey control.
 KV0643
 KV0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0643.See file dsdata.pdf to determine how the superseded data were derived.
 KV0643
 KV0643_MARKER: DD = SURVEY DISK
 KV0643_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 LY0803 ***********************************************************************
 LY0803  DESIGNATION -  2449
 LY0803  PID         -  LY0803
 LY0803  STATE/COUNTY-  NJ/SUSSEX
 LY0803  COUNTRY     -  US
 LY0803  USGS QUAD   -  CULVERS GAP (2019)
 LY0803
 LY0803                         *CURRENT SURVEY CONTROL
 LY0803  ______________________________________________________________________
 LY0803* NAD 83(1986) POSITION- 41 09 47.     (N) 074 47 16.     (W)   SCALED
 LY0803* NAVD 88 ORTHO HEIGHT -   271.719 (meters)      891.46  (feet) ADJUSTED
 LY0803  ______________________________________________________________________
 LY0803  GEOID HEIGHT    -        -32.582 (meters)                     GEOID18
 LY0803  DYNAMIC HEIGHT  -        271.600 (meters)      891.07  (feet) COMP
 LY0803  MODELED GRAVITY -    980,177.8   (mgal)                       NAVD 88
 LY0803
 LY0803  VERT ORDER      -  SECOND    CLASS 0
 LY0803
 LY0803.The horizontal coordinates were scaled from a map and have
 LY0803.an estimated accuracy of +/- 6 seconds.
 LY0803
 LY0803.The orthometric height was determined by differential leveling and
 LY0803.adjusted by the NATIONAL GEODETIC SURVEY
 LY0803.in June 1991.
 LY0803
 LY0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0803.GEOID18 height accuracy estimate available here.
 LY0803
 LY0803.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL178568(NAD 83)
 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
 LY0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0803.See file dsdata.pdf to determine how the superseded data were derived.
 LY0803
 LY0803_MARKER: DB = BENCH MARK DISK
 LY0803_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LY0803_STAMPING: 2449
 LY0803_MARK LOGO: CGS+SS
 LY0803_PROJECTION: FLUSH
 LY0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0803
 LY0803  HISTORY     - Date     Condition        Report By
 LY0803  HISTORY     - 1934     MONUMENTED       NJGS
 LY0803  HISTORY     - 1942     GOOD             CGS
 LY0803  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0803  HISTORY     - 19950112 MARK NOT FOUND   NJGS
 LY0803
 LY0803                          STATION DESCRIPTION
 LY0803
 LY0803'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0802 ***********************************************************************
 LY0802  DESIGNATION -  2450
 LY0802  PID         -  LY0802
 LY0802  STATE/COUNTY-  NJ/SUSSEX
 LY0802  COUNTRY     -  US
 LY0802  USGS QUAD   -  CULVERS GAP (2019)
 LY0802
 LY0802                         *CURRENT SURVEY CONTROL
 LY0802  ______________________________________________________________________
 LY0802* NAD 83(1986) POSITION- 41 10 03.     (N) 074 47 30.     (W)   SCALED
 LY0802* NAVD 88 ORTHO HEIGHT -   263.435 (meters)      864.29  (feet) ADJUSTED
 LY0802  ______________________________________________________________________
 LY0802  GEOID HEIGHT    -        -32.573 (meters)                     GEOID18
 LY0802  DYNAMIC HEIGHT  -        263.319 (meters)      863.91  (feet) COMP
 LY0802  MODELED GRAVITY -    980,178.1   (mgal)                       NAVD 88
 LY0802
 LY0802  VERT ORDER      -  SECOND    CLASS 0
 LY0802
 LY0802.The horizontal coordinates were scaled from a map and have
 LY0802.an estimated accuracy of +/- 6 seconds.
 LY0802
 LY0802.The orthometric height was determined by differential leveling and
 LY0802.adjusted by the NATIONAL GEODETIC SURVEY
 LY0802.in June 1991.
 LY0802
 LY0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0802.GEOID18 height accuracy estimate available here.
 LY0802
 LY0802.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL174573(NAD 83)
 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
 LY0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0802.See file dsdata.pdf to determine how the superseded data were derived.
 LY0802
 LY0802_MARKER: DD = SURVEY DISK
 LY0802_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LY0802_STAMPING: 2450
 LY0802_MARK LOGO: CGS+SS
 LY0802_PROJECTION: FLUSH
 LY0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0802
 LY0802  HISTORY     - Date     Condition        Report By
 LY0802  HISTORY     - 1934     MONUMENTED       NJGS
 LY0802  HISTORY     - 1942     GOOD             CGS
 LY0802  HISTORY     - 1972     GOOD             LOCSUR
 LY0802  HISTORY     - 19950112 MARK NOT FOUND   NJGS
 LY0802
 LY0802                          STATION DESCRIPTION
 LY0802
 LY0802'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0798 ***********************************************************************
 LY0798  DESIGNATION -  2452
 LY0798  PID         -  LY0798
 LY0798  STATE/COUNTY-  NJ/SUSSEX
 LY0798  COUNTRY     -  US
 LY0798  USGS QUAD   -  CULVERS GAP (2019)
 LY0798
 LY0798                         *CURRENT SURVEY CONTROL
 LY0798  ______________________________________________________________________
 LY0798* NAD 83(1986) POSITION- 41 11 34.     (N) 074 48 04.     (W)   SCALED
 LY0798* NAVD 88 ORTHO HEIGHT -   214.741 (meters)      704.53  (feet) ADJUSTED
 LY0798  ______________________________________________________________________
 LY0798  GEOID HEIGHT    -        -32.536 (meters)                     GEOID18
 LY0798  DYNAMIC HEIGHT  -        214.648 (meters)      704.22  (feet) COMP
 LY0798  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 LY0798
 LY0798  VERT ORDER      -  SECOND    CLASS 0
 LY0798
 LY0798.The horizontal coordinates were scaled from a map and have
 LY0798.an estimated accuracy of +/- 6 seconds.
 LY0798
 LY0798.The orthometric height was determined by differential leveling and
 LY0798.adjusted by the NATIONAL GEODETIC SURVEY
 LY0798.in June 1991.
 LY0798
 LY0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0798.GEOID18 height accuracy estimate available here.
 LY0798
 LY0798.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL166601(NAD 83)
 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
 LY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0798.See file dsdata.pdf to determine how the superseded data were derived.
 LY0798
 LY0798_MARKER: DD = SURVEY DISK
 LY0798_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LY0798_STAMPING: 2452
 LY0798_MARK LOGO: CGS+SS
 LY0798_PROJECTION: RECESSED 6 CENTIMETERS
 LY0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0798
 LY0798  HISTORY     - Date     Condition        Report By
 LY0798  HISTORY     - 1934     MONUMENTED       NJGS
 LY0798  HISTORY     - 1942     GOOD             CGS
 LY0798  HISTORY     - 19950112 MARK NOT FOUND   NJGS
 LY0798
 LY0798                          STATION DESCRIPTION
 LY0798
 LY0798'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0793 ***********************************************************************
 LY0793  DESIGNATION -  2453
 LY0793  PID         -  LY0793
 LY0793  STATE/COUNTY-  NJ/SUSSEX
 LY0793  COUNTRY     -  US
 LY0793  USGS QUAD   -  CULVERS GAP (2019)
 LY0793
 LY0793                         *CURRENT SURVEY CONTROL
 LY0793  ______________________________________________________________________
 LY0793* NAD 83(1986) POSITION- 41 12 33.     (N) 074 49 11.     (W)   SCALED
 LY0793* NAVD 88 ORTHO HEIGHT -   165.824 (meters)      544.04  (feet) ADJUSTED
 LY0793  ______________________________________________________________________
 LY0793  GEOID HEIGHT    -        -32.527 (meters)                     GEOID18
 LY0793  DYNAMIC HEIGHT  -        165.753 (meters)      543.81  (feet) COMP
 LY0793  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 LY0793
 LY0793  VERT ORDER      -  SECOND    CLASS 0
 LY0793
 LY0793.The horizontal coordinates were scaled from a map and have
 LY0793.an estimated accuracy of +/- 6 seconds.
 LY0793
 LY0793.The orthometric height was determined by differential leveling and
 LY0793.adjusted by the NATIONAL GEODETIC SURVEY
 LY0793.in June 1991.
 LY0793
 LY0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0793.GEOID18 height accuracy estimate available here.
 LY0793
 LY0793.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL151619(NAD 83)
 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
 LY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0793.See file dsdata.pdf to determine how the superseded data were derived.
 LY0793
 LY0793_MARKER: DD = SURVEY DISK
 LY0793_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LY0793_STAMPING: 2453
 LY0793_MARK LOGO: CGS+SS
 LY0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0793
 LY0793  HISTORY     - Date     Condition        Report By
 LY0793  HISTORY     - 1934     MONUMENTED       NJGS
 LY0793  HISTORY     - 1942     GOOD             CGS
 LY0793  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0793
 LY0793                          STATION DESCRIPTION
 LY0793
 LY0793'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0788 ***********************************************************************
 LY0788  DESIGNATION -  2456
 LY0788  PID         -  LY0788
 LY0788  STATE/COUNTY-  NJ/SUSSEX
 LY0788  COUNTRY     -  US
 LY0788  USGS QUAD   -  CULVERS GAP (2019)
 LY0788
 LY0788                         *CURRENT SURVEY CONTROL
 LY0788  ______________________________________________________________________
 LY0788* NAD 83(1986) POSITION- 41 13 42.     (N) 074 49 53.     (W)   SCALED
 LY0788* NAVD 88 ORTHO HEIGHT -   218.513 (meters)      716.90  (feet) ADJUSTED
 LY0788  ______________________________________________________________________
 LY0788  GEOID HEIGHT    -        -32.486 (meters)                     GEOID18
 LY0788  DYNAMIC HEIGHT  -        218.422 (meters)      716.61  (feet) COMP
 LY0788  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 LY0788
 LY0788  VERT ORDER      -  SECOND    CLASS 0
 LY0788
 LY0788.The horizontal coordinates were scaled from a map and have
 LY0788.an estimated accuracy of +/- 6 seconds.
 LY0788
 LY0788.The orthometric height was determined by differential leveling and
 LY0788.adjusted by the NATIONAL GEODETIC SURVEY
 LY0788.in June 1991.
 LY0788
 LY0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0788.GEOID18 height accuracy estimate available here.
 LY0788
 LY0788.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL141641(NAD 83)
 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
 LY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0788.See file dsdata.pdf to determine how the superseded data were derived.
 LY0788
 LY0788_MARKER: DD = SURVEY DISK
 LY0788_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LY0788_STAMPING: 2456
 LY0788_MARK LOGO: CGS+SS
 LY0788_PROJECTION: RECESSED 3 CENTIMETERS
 LY0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1934     MONUMENTED       NJGS
 LY0788  HISTORY     - 1942     GOOD             CGS
 LY0788  HISTORY     - 19950110 GOOD             NJGS
 LY0788
 LY0788                          STATION DESCRIPTION
 LY0788
 LY0788'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0784 ***********************************************************************
 LY0784  DESIGNATION -  2457
 LY0784  PID         -  LY0784
 LY0784  STATE/COUNTY-  NJ/SUSSEX
 LY0784  COUNTRY     -  US
 LY0784  USGS QUAD   -  CULVERS GAP (2019)
 LY0784
 LY0784                         *CURRENT SURVEY CONTROL
 LY0784  ______________________________________________________________________
 LY0784* NAD 83(1986) POSITION- 41 13 28.     (N) 074 51 09.     (W)   SCALED
 LY0784* NAVD 88 ORTHO HEIGHT -   155.506 (meters)      510.19  (feet) ADJUSTED
 LY0784  ______________________________________________________________________
 LY0784  GEOID HEIGHT    -        -32.506 (meters)                     GEOID18
 LY0784  DYNAMIC HEIGHT  -        155.441 (meters)      509.98  (feet) COMP
 LY0784  MODELED GRAVITY -    980,203.5   (mgal)                       NAVD 88
 LY0784
 LY0784  VERT ORDER      -  SECOND    CLASS 0
 LY0784
 LY0784.The horizontal coordinates were scaled from a map and have
 LY0784.an estimated accuracy of +/- 6 seconds.
 LY0784
 LY0784.The orthometric height was determined by differential leveling and
 LY0784.adjusted by the NATIONAL GEODETIC SURVEY
 LY0784.in June 1991.
 LY0784
 LY0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0784.GEOID18 height accuracy estimate available here.
 LY0784
 LY0784.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL123636(NAD 83)
 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
 LY0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0784.See file dsdata.pdf to determine how the superseded data were derived.
 LY0784
 LY0784_MARKER: DB = BENCH MARK DISK
 LY0784_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LY0784_STAMPING: 2457
 LY0784_MARK LOGO: CGS+SS
 LY0784_PROJECTION: FLUSH
 LY0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0784
 LY0784  HISTORY     - Date     Condition        Report By
 LY0784  HISTORY     - 1934     MONUMENTED       NJGS
 LY0784  HISTORY     - 1942     GOOD             CGS
 LY0784  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0784
 LY0784                          STATION DESCRIPTION
 LY0784
 LY0784'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0783 ***********************************************************************
 LY0783  DESIGNATION -  2458
 LY0783  PID         -  LY0783
 LY0783  STATE/COUNTY-  NJ/SUSSEX
 LY0783  COUNTRY     -  US
 LY0783  USGS QUAD   -  CULVERS GAP (2019)
 LY0783
 LY0783                         *CURRENT SURVEY CONTROL
 LY0783  ______________________________________________________________________
 LY0783* NAD 83(1986) POSITION- 41 13 13.     (N) 074 51 23.     (W)   SCALED
 LY0783* NAVD 88 ORTHO HEIGHT -   123.611 (meters)      405.55  (feet) ADJUSTED
 LY0783  ______________________________________________________________________
 LY0783  GEOID HEIGHT    -        -32.517 (meters)                     GEOID18
 LY0783  DYNAMIC HEIGHT  -        123.559 (meters)      405.38  (feet) COMP
 LY0783  MODELED GRAVITY -    980,202.8   (mgal)                       NAVD 88
 LY0783
 LY0783  VERT ORDER      -  SECOND    CLASS 0
 LY0783
 LY0783.The horizontal coordinates were scaled from a map and have
 LY0783.an estimated accuracy of +/- 6 seconds.
 LY0783
 LY0783.The orthometric height was determined by differential leveling and
 LY0783.adjusted by the NATIONAL GEODETIC SURVEY
 LY0783.in June 1991.
 LY0783
 LY0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0783.GEOID18 height accuracy estimate available here.
 LY0783
 LY0783.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL120632(NAD 83)
 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
 LY0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0783.See file dsdata.pdf to determine how the superseded data were derived.
 LY0783
 LY0783_MARKER: DD = SURVEY DISK
 LY0783_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LY0783_STAMPING: 2458
 LY0783_MARK LOGO: CGS+SS
 LY0783_PROJECTION: RECESSED 3 CENTIMETERS
 LY0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0783
 LY0783  HISTORY     - Date     Condition        Report By
 LY0783  HISTORY     - 1934     MONUMENTED       NJGS
 LY0783  HISTORY     - 1942     GOOD             CGS
 LY0783  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0783  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0783
 LY0783                          STATION DESCRIPTION
 LY0783
 LY0783'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0749 ***********************************************************************
 LY0749  DESIGNATION -  2462
 LY0749  PID         -  LY0749
 LY0749  STATE/COUNTY-  NJ/WARREN
 LY0749  COUNTRY     -  US
 LY0749  USGS QUAD   -  FLATBROOKVILLE (2019)
 LY0749
 LY0749                         *CURRENT SURVEY CONTROL
 LY0749  ______________________________________________________________________
 LY0749* NAD 83(1986) POSITION- 41 05 05.     (N) 074 57 42.     (W)   SCALED
 LY0749* NAVD 88 ORTHO HEIGHT -   253.331 (meters)      831.14  (feet) ADJUSTED
 LY0749  ______________________________________________________________________
 LY0749  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 LY0749  DYNAMIC HEIGHT  -        253.220 (meters)      830.77  (feet) COMP
 LY0749  MODELED GRAVITY -    980,180.5   (mgal)                       NAVD 88
 LY0749
 LY0749  VERT ORDER      -  SECOND    CLASS 0
 LY0749
 LY0749.The horizontal coordinates were scaled from a map and have
 LY0749.an estimated accuracy of +/- 6 seconds.
 LY0749
 LY0749.The orthometric height was determined by differential leveling and
 LY0749.adjusted by the NATIONAL GEODETIC SURVEY
 LY0749.in June 1991.
 LY0749
 LY0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0749.GEOID18 height accuracy estimate available here.
 LY0749
 LY0749.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL032481(NAD 83)
 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
 LY0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0749.See file dsdata.pdf to determine how the superseded data were derived.
 LY0749
 LY0749_MARKER: DD = SURVEY DISK
 LY0749_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LY0749_STAMPING: 2462
 LY0749_MARK LOGO: CGS+SS
 LY0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0749
 LY0749  HISTORY     - Date     Condition        Report By
 LY0749  HISTORY     - 1934     MONUMENTED       NJGS
 LY0749  HISTORY     - 1942     GOOD             CGS
 LY0749  HISTORY     - 20200608 MARK NOT FOUND   NJGS
 LY0749
 LY0749                          STATION DESCRIPTION
 LY0749
 LY0749'DESCRIBED BY COAST AND 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.
 LY0749
 LY0749                          STATION RECOVERY (2020)
 LY0749
 LY0749'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 LY0749'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0750 ***********************************************************************
 LY0750  DESIGNATION -  2463
 LY0750  PID         -  LY0750
 LY0750  STATE/COUNTY-  NJ/WARREN
 LY0750  COUNTRY     -  US
 LY0750  USGS QUAD   -  FLATBROOKVILLE (2019)
 LY0750
 LY0750                         *CURRENT SURVEY CONTROL
 LY0750  ______________________________________________________________________
 LY0750* NAD 83(1986) POSITION- 41 05 16.     (N) 074 57 44.     (W)   SCALED
 LY0750* NAVD 88 ORTHO HEIGHT -   246.221 (meters)      807.81  (feet) ADJUSTED
 LY0750  ______________________________________________________________________
 LY0750  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 LY0750  DYNAMIC HEIGHT  -        246.114 (meters)      807.46  (feet) COMP
 LY0750  MODELED GRAVITY -    980,181.3   (mgal)                       NAVD 88
 LY0750
 LY0750  VERT ORDER      -  SECOND    CLASS 0
 LY0750
 LY0750.The horizontal coordinates were scaled from a map and have
 LY0750.an estimated accuracy of +/- 6 seconds.
 LY0750
 LY0750.The orthometric height was determined by differential leveling and
 LY0750.adjusted by the NATIONAL GEODETIC SURVEY
 LY0750.in June 1991.
 LY0750
 LY0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0750.GEOID18 height accuracy estimate available here.
 LY0750
 LY0750.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL031485(NAD 83)
 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
 LY0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0750.See file dsdata.pdf to determine how the superseded data were derived.
 LY0750
 LY0750_MARKER: DB = BENCH MARK DISK
 LY0750_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 LY0750_STAMPING: 2463
 LY0750_MARK LOGO: CGS+SS
 LY0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0750
 LY0750  HISTORY     - Date     Condition        Report By
 LY0750  HISTORY     - 1934     MONUMENTED       NJGS
 LY0750  HISTORY     - 1942     GOOD             CGS
 LY0750  HISTORY     - 20200813 MARK NOT FOUND   NJGS
 LY0750
 LY0750                          STATION DESCRIPTION
 LY0750
 LY0750'DESCRIBED BY COAST AND 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.
 LY0750
 LY0750                          STATION RECOVERY (2020)
 LY0750
 LY0750'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY0750'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1705 ***********************************************************************
 KV1705  DESIGNATION -  25
 KV1705  PID         -  KV1705
 KV1705  STATE/COUNTY-  NJ/WARREN
 KV1705  COUNTRY     -  US
 KV1705  USGS QUAD   -  EASTON (2019)
 KV1705
 KV1705                         *CURRENT SURVEY CONTROL
 KV1705  ______________________________________________________________________
 KV1705* NAD 83(1986) POSITION- 40 37 29.     (N) 075 11 09.     (W)   SCALED
 KV1705* NAVD 88 ORTHO HEIGHT -    51.691 (meters)      169.59  (feet) ADJUSTED
 KV1705  ______________________________________________________________________
 KV1705  GEOID HEIGHT    -        -34.150 (meters)                     GEOID18
 KV1705  DYNAMIC HEIGHT  -         51.666 (meters)      169.51  (feet) COMP
 KV1705  MODELED GRAVITY -    980,160.2   (mgal)                       NAVD 88
 KV1705
 KV1705  VERT ORDER      -  FIRST     CLASS I
 KV1705
 KV1705.The horizontal coordinates were scaled from a map and have
 KV1705.an estimated accuracy of +/- 6 seconds.
 KV1705
 KV1705.The orthometric height was determined by differential leveling and
 KV1705.adjusted by the NATIONAL GEODETIC SURVEY
 KV1705.in June 1991.
 KV1705
 KV1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1705.GEOID18 height accuracy estimate available here.
 KV1705
 KV1705.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK842971(NAD 83)
 KV1705
 KV1705                          SUPERSEDED SURVEY CONTROL
 KV1705
 KV1705  NGVD 29 (01/10/92)   51.929  (m)          170.37   (f) ADJUSTED    1 1
 KV1705  NGVD 29 (??/??/87)   51.929  (m)          170.37   (f) SUPERSEDED  1 1
 KV1705
 KV1705.Superseded values are not recommended for survey control.
 KV1705
 KV1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1705.See file dsdata.pdf to determine how the superseded data were derived.
 KV1705
 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 = JULY 24, 2026 22:12:30 EDT
 KV0183 ***********************************************************************
 KV0183  DESIGNATION -  25 A 2 DLWRR
 KV0183  PID         -  KV0183
 KV0183  STATE/COUNTY-  NJ/PASSAIC
 KV0183  COUNTRY     -  US
 KV0183  USGS QUAD   -  POMPTON PLAINS (2016)
 KV0183
 KV0183                         *CURRENT SURVEY CONTROL
 KV0183  ______________________________________________________________________
 KV0183* NAD 83(1986) POSITION- 40 54 59.     (N) 074 16 08.     (W)   SCALED
 KV0183* NAVD 88 ORTHO HEIGHT -    53.958 (meters)      177.03  (feet) ADJUSTED
 KV0183  ______________________________________________________________________
 KV0183  GEOID HEIGHT    -        -32.422 (meters)                     GEOID18
 KV0183  DYNAMIC HEIGHT  -         53.936 (meters)      176.96  (feet) COMP
 KV0183  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 KV0183
 KV0183  VERT ORDER      -  FIRST     CLASS II
 KV0183
 KV0183.The horizontal coordinates were scaled from a map and have
 KV0183.an estimated accuracy of +/- 6 seconds.
 KV0183
 KV0183.The orthometric height was determined by differential leveling and
 KV0183.adjusted by the NATIONAL GEODETIC SURVEY
 KV0183.in June 1991.
 KV0183
 KV0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0183.GEOID18 height accuracy estimate available here.
 KV0183
 KV0183.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL615297(NAD 83)
 KV0183
 KV0183                          SUPERSEDED SURVEY CONTROL
 KV0183
 KV0183  NGVD 29 (11/26/84)   54.239  (m)          177.95   (f) ADJUSTED    1 2
 KV0183
 KV0183.Superseded values are not recommended for survey control.
 KV0183
 KV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0183.See file dsdata.pdf to determine how the superseded data were derived.
 KV0183
 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 = JULY 24, 2026 22:12:30 EDT
 JU0928 ***********************************************************************
 JU0928  DESIGNATION -  25.40 NJGS
 JU0928  PID         -  JU0928
 JU0928  STATE/COUNTY-  NJ/CAMDEN
 JU0928  COUNTRY     -  US
 JU0928  USGS QUAD   -  CAMDEN (2019)
 JU0928
 JU0928                         *CURRENT SURVEY CONTROL
 JU0928  ______________________________________________________________________
 JU0928* NAD 83(1986) POSITION- 39 58 41.     (N) 075 03 44.     (W)   SCALED
 JU0928* NAVD 88 ORTHO HEIGHT -     7.528 (meters)       24.70  (feet) POSTED
 JU0928  ______________________________________________________________________
 JU0928  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 JU0928  DYNAMIC HEIGHT  -          7.52  (meters)       24.7   (feet) COMP
 JU0928  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 JU0928
 JU0928  VERT ORDER      -  * POSTED, SEE BELOW
 JU0928
 JU0928.The horizontal coordinates were scaled from a 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
 JU0928.* This is a POSTED BENCH MARK height.
 JU0928
 JU0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0928.GEOID18 height accuracy estimate available here.
 JU0928
 JU0928.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK946253(NAD 83)
 JU0928
 JU0928                          SUPERSEDED SURVEY CONTROL
 JU0928
 JU0928  NGVD 29 (11/26/84)    7.882  (m)           25.86   (f) ADJUSTED    1 2
 JU0928
 JU0928.Superseded values are not recommended for survey control.
 JU0928
 JU0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0928.See file dsdata.pdf to determine how the superseded data were derived.
 JU0928
 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 = JULY 24, 2026 22:12:30 EDT
 DQ0823 ***********************************************************************
 DQ0823  DESIGNATION -  25009
 DQ0823  PID         -  DQ0823
 DQ0823  STATE/COUNTY-  NJ/MONMOUTH
 DQ0823  COUNTRY     -  US
 DQ0823  USGS QUAD   -  ASBURY PARK (2019)
 DQ0823
 DQ0823                         *CURRENT SURVEY CONTROL
 DQ0823  ______________________________________________________________________
 DQ0823* NAD 83(1986) POSITION- 40 12 02.65   (N) 074 07 16.19   (W)   HD_HELD1
 DQ0823* NAVD 88 ORTHO HEIGHT -    33.417 (meters)      109.64  (feet) ADJUSTED
 DQ0823  ______________________________________________________________________
 DQ0823  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 DQ0823  DYNAMIC HEIGHT  -         33.402 (meters)      109.59  (feet) COMP
 DQ0823  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 DQ0823
 DQ0823  VERT ORDER      -  FIRST     CLASS II
 DQ0823
 DQ0823.The horizontal coordinates were determined by differentially corrected
 DQ0823.hand held GPS observations or other comparable positioning techniques
 DQ0823.and have an estimated accuracy of +/- 3 meters.
 DQ0823
 DQ0823.The orthometric height was determined by differential leveling and
 DQ0823.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0823.in February 2016.
 DQ0823
 DQ0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0823.GEOID18 height accuracy estimate available here.
 DQ0823
 DQ0823.Click photographs - Photos may exist for this station.
 DQ0823
 DQ0823.The dynamic height is computed by dividing the NAVD 88
 DQ0823.geopotential number by the normal gravity value computed on the
 DQ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0823.degrees latitude (g = 980.6199 gals.).
 DQ0823
 DQ0823.The modeled gravity was interpolated from observed gravity values.
 DQ0823
 DQ0823;                    North         East    Units  Estimated Accuracy
 DQ0823;SPC NJ       -   151,870.0     182,252.2     MT  (+/- 3 meters HH1 GPS) 
 DQ0823
 DQ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7479750407(NAD 83)
 DQ0823
 DQ0823                          SUPERSEDED SURVEY CONTROL
 DQ0823
 DQ0823.No superseded survey control is available for this station.
 DQ0823
 DQ0823_MARKER: DB = BENCH MARK DISK
 DQ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0823_STAMPING: 25009
 DQ0823_MARK LOGO: NJDCED
 DQ0823_PROJECTION: RECESSED 30 CENTIMETERS
 DQ0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0823+STABILITY: SURFACE MOTION
 DQ0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0823+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0823
 DQ0823  HISTORY     - Date     Condition        Report By
 DQ0823  HISTORY     - 1966     MONUMENTED       NJDCED
 DQ0823  HISTORY     - 20150317 GOOD             NJGS
 DQ0823
 DQ0823                          STATION DESCRIPTION
 DQ0823
 DQ0823'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0823'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF ADELPHIA, 5.9 MI
 DQ0823'(9.5 KM) WEST-SOUTHWEST OF ASBURY PARK AND 2.5 MI (4.0 KM) EAST OF
 DQ0823'FARMINGDALE, IN WALL TOWNSHIP.
 DQ0823'
 DQ0823'TO REACH FROM THE CIRCLE INTERSECTION OF NEW JERSEY ROUTE 34, 33 AND
 DQ0823'ASBURY ROAD (COUNTY ROUTE 547), GO 1.3 MI (2.1 KM) SOUTH-SOUTHEAST ON
 DQ0823'ROUTE 34 TO THE STATION ON THE RIGHT, STATION IS LOCATED ON THE
 DQ0823'NORTHWEST CORNER IN THE JUG HANDLE AREA OF THE JUNCTION OF ROUTE 34
 DQ0823'AND BELMAR BOULEVARD (COUNTY ROUTE 18).
 DQ0823'
 DQ0823'IT IS 23.9 FT (7.3 M) NORTH OF POLE NUMBER JC241WL, 24 FT (7.3 M)
 DQ0823'NORTH-NORTHWEST OF THE TRAFFIC SIGNAL, 26.3 FT (8.0 M) NORTH OF THE
 DQ0823'NORTH CURB OF BELMAR BOULEVARD, 13.5 FT (4.1 M) WEST OF THE WEST CURB
 DQ0823'OF THE SOUTHBOUND LANES OF ROUTE 34.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0824 ***********************************************************************
 DQ0824  DESIGNATION -  25010
 DQ0824  PID         -  DQ0824
 DQ0824  STATE/COUNTY-  NJ/MONMOUTH
 DQ0824  COUNTRY     -  US
 DQ0824  USGS QUAD   -  ASBURY PARK (2019)
 DQ0824
 DQ0824                         *CURRENT SURVEY CONTROL
 DQ0824  ______________________________________________________________________
 DQ0824* NAD 83(1986) POSITION- 40 11 50.31   (N) 074 07 10.91   (W)   HD_HELD1
 DQ0824* NAVD 88 ORTHO HEIGHT -    31.458 (meters)      103.21  (feet) ADJUSTED
 DQ0824  ______________________________________________________________________
 DQ0824  GEOID HEIGHT    -        -32.694 (meters)                     GEOID18
 DQ0824  DYNAMIC HEIGHT  -         31.444 (meters)      103.16  (feet) COMP
 DQ0824  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 DQ0824
 DQ0824  VERT ORDER      -  FIRST     CLASS II
 DQ0824
 DQ0824.The horizontal coordinates were determined by differentially corrected
 DQ0824.hand held GPS observations or other comparable positioning techniques
 DQ0824.and have an estimated accuracy of +/- 3 meters.
 DQ0824
 DQ0824.The orthometric height was determined by differential leveling and
 DQ0824.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0824.in February 2016.
 DQ0824
 DQ0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0824.GEOID18 height accuracy estimate available here.
 DQ0824
 DQ0824.Click photographs - Photos may exist for this station.
 DQ0824
 DQ0824.The dynamic height is computed by dividing the NAVD 88
 DQ0824.geopotential number by the normal gravity value computed on the
 DQ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0824.degrees latitude (g = 980.6199 gals.).
 DQ0824
 DQ0824.The modeled gravity was interpolated from observed gravity values.
 DQ0824
 DQ0824;                    North         East    Units  Estimated Accuracy
 DQ0824;SPC NJ       -   151,490.0     182,378.7     MT  (+/- 3 meters HH1 GPS) 
 DQ0824
 DQ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7492650028(NAD 83)
 DQ0824
 DQ0824                          SUPERSEDED SURVEY CONTROL
 DQ0824
 DQ0824.No superseded survey control is available for this station.
 DQ0824
 DQ0824_MARKER: DB = BENCH MARK DISK
 DQ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0824_STAMPING: 25010
 DQ0824_MARK LOGO: NJDCED
 DQ0824_PROJECTION: RECESSED 30 CENTIMETERS
 DQ0824_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0824+STABILITY: SURFACE MOTION
 DQ0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0824+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0824
 DQ0824  HISTORY     - Date     Condition        Report By
 DQ0824  HISTORY     - 1966     MONUMENTED       NJDCED
 DQ0824  HISTORY     - 20150317 GOOD             NJGS
 DQ0824
 DQ0824                          STATION DESCRIPTION
 DQ0824
 DQ0824'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0824'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF ADELPHIA, 5.9 MI
 DQ0824'(9.5 KM) WEST-SOUTHWEST OF ASBURY PARK AND 2.6 MI (4.2 KM) EAST OF
 DQ0824'FARMINGDALE, IN WALL TOWNSHIP.
 DQ0824'
 DQ0824'TO REACH FROM THE CIRCLE INTERSECTION OF NEW JERSEY ROUTE 34, 33 AND
 DQ0824'ASBURY ROAD (COUNTY ROUTE 547), GO 1.6 MI (2.6 KM) SOUTH-SOUTHEAST ON
 DQ0824'ROUTE 34 TO THE STATION ON THE RIGHT, STATION IS LOCATED ON THE WEST
 DQ0824'SIDE OF SOUTHBOUND ROUTE 34.
 DQ0824'
 DQ0824'IT IS 35 FT (10.7 M) SOUTH-SOUTHWEST OF POLE NUMBER 40953WL, 35.7 FT
 DQ0824'(10.9 M) NORTHWEST OF THE CENTER OF AN INLET CURB PIECE, 11.8 FT (3.6
 DQ0824'M) WEST OF THE WEST EDGE OF SOUTHBOUND ROUTE 34, 33.5 FT (10.2 M) WEST
 DQ0824'OF THE CENTERLINE OF SOUTHBOUND ROUTE 34, 164.8 FT (50.2 M)
 DQ0824'NORTH-NORTHWEST OF POLE NUMBER 40954WL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8255 ***********************************************************************
 DN8255  DESIGNATION -  25011
 DN8255  PID         -  DN8255
 DN8255  STATE/COUNTY-  NJ/MONMOUTH
 DN8255  COUNTRY     -  US
 DN8255  USGS QUAD   -  ASBURY PARK (2019)
 DN8255
 DN8255                         *CURRENT SURVEY CONTROL
 DN8255  ______________________________________________________________________
 DN8255* NAD 83(1986) POSITION- 40 11 29.15   (N) 074 07 00.56   (W)   HD_HELD1
 DN8255* NAVD 88 ORTHO HEIGHT -    31.099 (meters)      102.03  (feet) ADJUSTED
 DN8255  ______________________________________________________________________
 DN8255  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 DN8255  DYNAMIC HEIGHT  -         31.085 (meters)      101.98  (feet) COMP
 DN8255  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 DN8255
 DN8255  VERT ORDER      -  FIRST     CLASS II
 DN8255
 DN8255.The horizontal coordinates were determined by differentially corrected
 DN8255.hand held GPS observations or other comparable positioning techniques
 DN8255.and have an estimated accuracy of +/- 3 meters.
 DN8255
 DN8255.The orthometric height was determined by differential leveling and
 DN8255.adjusted by the NATIONAL GEODETIC SURVEY
 DN8255.in April 2013.
 DN8255
 DN8255.No vertical observational check was made to the station.
 DN8255
 DN8255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8255.GEOID18 height accuracy estimate available here.
 DN8255
 DN8255.Click photographs - Photos may exist for this station.
 DN8255
 DN8255.The dynamic height is computed by dividing the NAVD 88
 DN8255.geopotential number by the normal gravity value computed on the
 DN8255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8255.degrees latitude (g = 980.6199 gals.).
 DN8255
 DN8255.The modeled gravity was interpolated from observed gravity values.
 DN8255
 DN8255;                    North         East    Units  Estimated Accuracy
 DN8255;SPC NJ       -   150,838.5     182,626.3     MT  (+/- 3 meters HH1 GPS) 
 DN8255
 DN8255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7517749378(NAD 83)
 DN8255
 DN8255                          SUPERSEDED SURVEY CONTROL
 DN8255
 DN8255.No superseded survey control is available for this station.
 DN8255
 DN8255_MARKER: DD = SURVEY DISK
 DN8255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8255_STAMPING: 25011
 DN8255_MARK LOGO: NJDCED
 DN8255_PROJECTION: RECESSED 30 CENTIMETERS
 DN8255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8255+STABILITY: SURFACE MOTION
 DN8255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8255+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DN8255
 DN8255  HISTORY     - Date     Condition        Report By
 DN8255  HISTORY     - 1965     MONUMENTED       NJDCED
 DN8255  HISTORY     - 20111012 GOOD             NJGS
 DN8255  HISTORY     - 20150317 GOOD             NJGS
 DN8255
 DN8255                          STATION DESCRIPTION
 DN8255
 DN8255'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8255'THE STATION IS LOCATED IN WALL TOWNSHIP, EAST SIDE OF ROUTE 34 AT A
 DN8255'CREEK CROSSING ROUTE 34, ABOUT 100 FT (30.5 M) NORTH-NORTHWEST OF THE
 DN8255'CENTERLINE EXTENDED OF INDUSTRIAL ROAD.
 DN8255'
 DN8255'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 34 AND I-195, GO 1.6
 DN8255'MI (2.6 KM) NORTH-NORTHWEST ON ROUTE 34 TO THE STATION ON THE RIGHT.
 DN8255'
 DN8255'THE STATION IS 4.8 FT (1.5 M) EAST OF THE CURBLINE FOR AN INLET, 9.6
 DN8255'FT (2.9 M) SOUTHEAST OF THE CENTER OF AN INLET, 43.8 FT (13.4 M)
 DN8255'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ALUMINUM ELECTRICAL BOX,
 DN8255'AT THE WEST FACE OF A GUARDRAIL, 25.2 FT (7.7 M) SOUTH OF THE CENTER
 DN8255'OF A RECTANGULAR STATE HIGHWAY MANHOLE.
 DN8255
 DN8255                          STATION RECOVERY (2015)
 DN8255
 DN8255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DN8255'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8254 ***********************************************************************
 DN8254  DESIGNATION -  25012
 DN8254  PID         -  DN8254
 DN8254  STATE/COUNTY-  NJ/MONMOUTH
 DN8254  COUNTRY     -  US
 DN8254  USGS QUAD   -  ASBURY PARK (2019)
 DN8254
 DN8254                         *CURRENT SURVEY CONTROL
 DN8254  ______________________________________________________________________
 DN8254* NAD 83(1986) POSITION- 40 11 16.32   (N) 074 06 55.04   (W)   HD_HELD1
 DN8254* NAVD 88 ORTHO HEIGHT -    36.075 (meters)      118.36  (feet) ADJUSTED
 DN8254  ______________________________________________________________________
 DN8254  GEOID HEIGHT    -        -32.728 (meters)                     GEOID18
 DN8254  DYNAMIC HEIGHT  -         36.059 (meters)      118.30  (feet) COMP
 DN8254  MODELED GRAVITY -    980,180.5   (mgal)                       NAVD 88
 DN8254
 DN8254  VERT ORDER      -  FIRST     CLASS II
 DN8254
 DN8254.The horizontal coordinates were determined by differentially corrected
 DN8254.hand held GPS observations or other comparable positioning techniques
 DN8254.and have an estimated accuracy of +/- 3 meters.
 DN8254
 DN8254.The orthometric height was determined by differential leveling and
 DN8254.adjusted by the NATIONAL GEODETIC SURVEY
 DN8254.in April 2013.
 DN8254
 DN8254.No vertical observational check was made to the station.
 DN8254
 DN8254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8254.GEOID18 height accuracy estimate available here.
 DN8254
 DN8254.Click photographs - Photos may exist for this station.
 DN8254
 DN8254.The dynamic height is computed by dividing the NAVD 88
 DN8254.geopotential number by the normal gravity value computed on the
 DN8254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8254.degrees latitude (g = 980.6199 gals.).
 DN8254
 DN8254.The modeled gravity was interpolated from observed gravity values.
 DN8254
 DN8254;                    North         East    Units  Estimated Accuracy
 DN8254;SPC NJ       -   150,443.3     182,758.5     MT  (+/- 3 meters HH1 GPS) 
 DN8254
 DN8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7531148984(NAD 83)
 DN8254
 DN8254                          SUPERSEDED SURVEY CONTROL
 DN8254
 DN8254.No superseded survey control is available for this station.
 DN8254
 DN8254_MARKER: DD = SURVEY DISK
 DN8254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8254_STAMPING: 25012
 DN8254_MARK LOGO: NJDCED
 DN8254_PROJECTION: FLUSH
 DN8254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8254+STABILITY: SURFACE MOTION
 DN8254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8254+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2018
 DN8254
 DN8254  HISTORY     - Date     Condition        Report By
 DN8254  HISTORY     - 1965     MONUMENTED       NJDCED
 DN8254  HISTORY     - 20111012 GOOD             NJGS
 DN8254  HISTORY     - 20150317 GOOD             NJGS
 DN8254  HISTORY     - 20180525 GOOD             NJGS
 DN8254
 DN8254                          STATION DESCRIPTION
 DN8254
 DN8254'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8254'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE SOUTHEAST CORNER OF
 DN8254'THE JUNCTION OF NJ ROUTE 34 AND AIRPORT BOULEVARD, LEADING TO THE
 DN8254'MONMOUTH AIRPORT.
 DN8254'
 DN8254'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 34 AND I-195, GO 1.3
 DN8254'MI (2.1 KM) NORTH-NORTHWEST ON ROUTE 34 TO THE STATION ON THE RIGHT.
 DN8254'
 DN8254'THE STATION IS 8.5 FT (2.6 M) EAST OF THE EAST CURB OF ROUTE 34, 22.1
 DN8254'FT (6.7 M) SOUTH OF THE SOUTH CURB OF AIRPORT BOULEVARD, 6.5 FT (2.0
 DN8254'M) EAST-NORTHEAST OF POLE NUMBER BT7115WL, 15.5 FT (4.7 M) SOUTHEAST
 DN8254'OF THE TRAFFIC SIGNAL, 63 FT (19.2 M) SOUTHWEST OF A DOT MANHOLE IN
 DN8254'AIRPORT BOULEVARD.
 DN8254
 DN8254                          STATION RECOVERY (2015)
 DN8254
 DN8254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DN8254'RECOVERED AS DESCRIBED.
 DN8254
 DN8254                          STATION RECOVERY (2018)
 DN8254
 DN8254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DN8254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8253 ***********************************************************************
 DN8253  DESIGNATION -  25013
 DN8253  PID         -  DN8253
 DN8253  STATE/COUNTY-  NJ/MONMOUTH
 DN8253  COUNTRY     -  US
 DN8253  USGS QUAD   -  ASBURY PARK (2019)
 DN8253
 DN8253                         *CURRENT SURVEY CONTROL
 DN8253  ______________________________________________________________________
 DN8253* NAD 83(1986) POSITION- 40 10 55.70   (N) 074 06 47.16   (W)   HD_HELD1
 DN8253* NAVD 88 ORTHO HEIGHT -    31.518 (meters)      103.41  (feet) ADJUSTED
 DN8253  ______________________________________________________________________
 DN8253  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 DN8253  DYNAMIC HEIGHT  -         31.504 (meters)      103.36  (feet) COMP
 DN8253  MODELED GRAVITY -    980,178.8   (mgal)                       NAVD 88
 DN8253
 DN8253  VERT ORDER      -  FIRST     CLASS II
 DN8253
 DN8253.The horizontal coordinates were determined by differentially corrected
 DN8253.hand held GPS observations or other comparable positioning techniques
 DN8253.and have an estimated accuracy of +/- 3 meters.
 DN8253
 DN8253.The orthometric height was determined by differential leveling and
 DN8253.adjusted by the NATIONAL GEODETIC SURVEY
 DN8253.in February 2016.
 DN8253
 DN8253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8253.GEOID18 height accuracy estimate available here.
 DN8253
 DN8253.Click photographs - Photos may exist for this station.
 DN8253
 DN8253.The dynamic height is computed by dividing the NAVD 88
 DN8253.geopotential number by the normal gravity value computed on the
 DN8253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8253.degrees latitude (g = 980.6199 gals.).
 DN8253
 DN8253.The modeled gravity was interpolated from observed gravity values.
 DN8253
 DN8253;                    North         East    Units  Estimated Accuracy
 DN8253;SPC NJ       -   149,808.2     182,947.7     MT  (+/- 3 meters HH1 GPS) 
 DN8253
 DN8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7550448350(NAD 83)
 DN8253
 DN8253                          SUPERSEDED SURVEY CONTROL
 DN8253
 DN8253  NAVD 88 (04/17/13)   31.526  (m)          103.43   (f) SUPERSEDED  1 2
 DN8253
 DN8253.Superseded values are not recommended for survey control.
 DN8253
 DN8253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN8253.See file dsdata.pdf to determine how the superseded data were derived.
 DN8253
 DN8253_MARKER: DD = SURVEY DISK
 DN8253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8253_STAMPING: 25013
 DN8253_MARK LOGO: NJDCED
 DN8253_PROJECTION: RECESSED 30 CENTIMETERS
 DN8253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8253+STABILITY: SURFACE MOTION
 DN8253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8253+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DN8253
 DN8253  HISTORY     - Date     Condition        Report By
 DN8253  HISTORY     - 1965     MONUMENTED       NJDCED
 DN8253  HISTORY     - 20111012 GOOD             NJGS
 DN8253  HISTORY     - 20150317 GOOD             NJGS
 DN8253
 DN8253                          STATION DESCRIPTION
 DN8253
 DN8253'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8253'THE STATION IS LOCATED IN WALL TOWNSHIP, ON SOUTHWEST SIDE OF NJ ROUTE
 DN8253'34.
 DN8253'
 DN8253'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 34 AND I-195, GO 0.85
 DN8253'MI (1.4 KM) NORTH-NORTHWEST ON ROUTE 34 TO THE STATION ACROSS THE
 DN8253'HIGHWAY ON THE LEFT.
 DN8253'
 DN8253'THE STATION IS 10.7 FT (3.3 M) WEST OF THE WEST EDGE OF PAVING OF
 DN8253'ROUTE 34, 32.5 FT (9.9 M) WEST OF THE CENTERLINE OF ROUTE 34, 21 FT
 DN8253'(6.4 M) SOUTHWEST OF THE CENTER OF AN INLET CURB PIECE, 37.3 FT (11.4
 DN8253'M) NORTH-NORTHEAST OF POLE NUMBER BT6114WL, 188.4 FT (57.4 M)
 DN8253'NORTH-NORTHWEST OF MILEPOST 5 FOR THE SOUTH BOUND LANES, 142 FT (43.3
 DN8253'M) NORTH-NORTHWEST OF THE CENTERLINE OF THE DRIVE LEADING TO THE
 DN8253'RAINBOW ART GLASS COMPANY BUILDING.
 DN8253
 DN8253                          STATION RECOVERY (2015)
 DN8253
 DN8253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DN8253'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8261 ***********************************************************************
 DN8261  DESIGNATION -  25015
 DN8261  PID         -  DN8261
 DN8261  STATE/COUNTY-  NJ/MONMOUTH
 DN8261  COUNTRY     -  US
 DN8261  USGS QUAD   -  ASBURY PARK (2019)
 DN8261
 DN8261                         *CURRENT SURVEY CONTROL
 DN8261  ______________________________________________________________________
 DN8261* NAD 83(1986) POSITION- 40 10 02.95   (N) 074 06 18.93   (W)   HD_HELD1
 DN8261* NAVD 88 ORTHO HEIGHT -    40.337 (meters)      132.34  (feet) ADJUSTED
 DN8261  ______________________________________________________________________
 DN8261  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 DN8261  DYNAMIC HEIGHT  -         40.319 (meters)      132.28  (feet) COMP
 DN8261  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 DN8261
 DN8261  VERT ORDER      -  FIRST     CLASS II
 DN8261
 DN8261.The horizontal coordinates were determined by differentially corrected
 DN8261.hand held GPS observations or other comparable positioning techniques
 DN8261.and have an estimated accuracy of +/- 3 meters.
 DN8261
 DN8261.The orthometric height was determined by differential leveling and
 DN8261.adjusted by the NATIONAL GEODETIC SURVEY
 DN8261.in April 2013.
 DN8261
 DN8261.No vertical observational check was made to the station.
 DN8261
 DN8261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8261.GEOID18 height accuracy estimate available here.
 DN8261
 DN8261.Click photographs - Photos may exist for this station.
 DN8261
 DN8261.The dynamic height is computed by dividing the NAVD 88
 DN8261.geopotential number by the normal gravity value computed on the
 DN8261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8261.degrees latitude (g = 980.6199 gals.).
 DN8261
 DN8261.The modeled gravity was interpolated from observed gravity values.
 DN8261
 DN8261;                    North         East    Units  Estimated Accuracy
 DN8261;SPC NJ       -   148,184.3     183,622.7     MT  (+/- 3 meters HH1 GPS) 
 DN8261
 DN8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7618846730(NAD 83)
 DN8261
 DN8261                          SUPERSEDED SURVEY CONTROL
 DN8261
 DN8261.No superseded survey control is available for this station.
 DN8261
 DN8261_MARKER: DD = SURVEY DISK
 DN8261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8261_STAMPING: 25015
 DN8261_MARK LOGO: NJDCED
 DN8261_PROJECTION: RECESSED 15 CENTIMETERS
 DN8261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8261+STABILITY: SURFACE MOTION
 DN8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8261+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2022
 DN8261
 DN8261  HISTORY     - Date     Condition        Report By
 DN8261  HISTORY     - 1965     MONUMENTED       NJDCED
 DN8261  HISTORY     - 20111101 GOOD             NJGS
 DN8261  HISTORY     - 20130712 GOOD             NJGS
 DN8261  HISTORY     - 20170608 GOOD             AAAS
 DN8261  HISTORY     - 20220412 GOOD             AAAS
 DN8261
 DN8261                          STATION DESCRIPTION
 DN8261
 DN8261'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8261'THE STATION IS LOCATED IN WALL TOWNSHIP, OF THE WEST SIDE OF NEW
 DN8261'JERSEY ROUTE 34 SOUTH BOUND LANES.
 DN8261'
 DN8261'TO REACH THE STATION FROM THE JUNCTION OF US INTERSTATE 195 AT THE
 DN8261'CENTER OF THE ROUTE 34 BRIDGE OVER I-195, GO 0.2 MI (0.3 KM) SOUTHEAST
 DN8261'ON ROUTE 34 TO THE STATION ON THE RIGHT.
 DN8261'
 DN8261'THE STATION IS 139 FT (42.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DN8261'18TH STREET (COUNTY ROAD 30), 5.3 FT (1.6 M) SOUTHWEST OF THE
 DN8261'SOUTHEAST FACE OF CURB, 13.1 FT (4.0 M) NORTHWEST OF THE CENTER OF AN
 DN8261'INLET ON THE SOUTHWEST SIDE OF ROUTE 34, 71.9 FT (21.9 M) NORTHWEST OF
 DN8261'A FIRE HYDRANT, 12.9 FT (3.9 M) SOUTH-SOUTHWEST OF POLE NUMBER JC362,
 DN8261'112.2 FT (34.2 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DN8261'2.5-STORY CONCRETE BLOCK BUILDING, 37.0 FT (11.3 M) SOUTH-SOUTHEAST OF
 DN8261'THE WEST LEG OF A TRAFFIC SIGN (SPEED LIMIT 55), 1.5 FT (0.5 M)
 DN8261'NORTHEAST OF A METAL WITNESS POST AND SIGN.
 DN8261
 DN8261                          STATION RECOVERY (2013)
 DN8261
 DN8261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DN8261'RECOVERED IN GOOD CONDITION.
 DN8261'
 DN8261'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF
 DN8261'ASBURY PARK, 6.1 MI (9.8 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH
 DN8261'AND 3.9 MI (6.3 KM) EAST-SOUTHEAST OF FARMINGDALE.
 DN8261'
 DN8261'12.4 FT NORTHWEST OF THE CENTER OF AN INLET ON THE SOUTHWEST SIDE OF
 DN8261'ROUTE 34, 71.0 FT (21.6 M) NORTHWEST OF A FIRE HYDRANT AND 0.8 FT (24
 DN8261'CM) NORTHEAST OF A METAL WITNESS POST AND SIGN..
 DN8261
 DN8261                          STATION RECOVERY (2017)
 DN8261
 DN8261'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DN8261'THE WITNESS POST AND SIGN HAVE BEEN REMOVED SINCE THE LAST RECOVERY.
 DN8261
 DN8261                          STATION RECOVERY (2022)
 DN8261
 DN8261'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DN8261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0822 ***********************************************************************
 DQ0822  DESIGNATION -  25020
 DQ0822  PID         -  DQ0822
 DQ0822  STATE/COUNTY-  NJ/MONMOUTH
 DQ0822  COUNTRY     -  US
 DQ0822  USGS QUAD   -  ASBURY PARK (2019)
 DQ0822
 DQ0822                         *CURRENT SURVEY CONTROL
 DQ0822  ______________________________________________________________________
 DQ0822* NAD 83(1986) POSITION- 40 12 13.77   (N) 074 07 19.28   (W)   HD_HELD1
 DQ0822* NAVD 88 ORTHO HEIGHT -    38.045 (meters)      124.82  (feet) ADJUSTED
 DQ0822  ______________________________________________________________________
 DQ0822  GEOID HEIGHT    -        -32.671 (meters)                     GEOID18
 DQ0822  DYNAMIC HEIGHT  -         38.028 (meters)      124.76  (feet) COMP
 DQ0822  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 DQ0822
 DQ0822  VERT ORDER      -  FIRST     CLASS II
 DQ0822
 DQ0822.The horizontal coordinates were determined by differentially corrected
 DQ0822.hand held GPS observations or other comparable positioning techniques
 DQ0822.and have an estimated accuracy of +/- 3 meters.
 DQ0822
 DQ0822.The orthometric height was determined by differential leveling and
 DQ0822.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0822.in February 2016.
 DQ0822
 DQ0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0822.GEOID18 height accuracy estimate available here.
 DQ0822
 DQ0822.Click photographs - Photos may exist for this station.
 DQ0822
 DQ0822.The dynamic height is computed by dividing the NAVD 88
 DQ0822.geopotential number by the normal gravity value computed on the
 DQ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0822.degrees latitude (g = 980.6199 gals.).
 DQ0822
 DQ0822.The modeled gravity was interpolated from observed gravity values.
 DQ0822
 DQ0822;                    North         East    Units  Estimated Accuracy
 DQ0822;SPC NJ       -   152,212.7     182,177.6     MT  (+/- 3 meters HH1 GPS) 
 DQ0822
 DQ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7472150749(NAD 83)
 DQ0822
 DQ0822                          SUPERSEDED SURVEY CONTROL
 DQ0822
 DQ0822.No superseded survey control is available for this station.
 DQ0822
 DQ0822_MARKER: DB = BENCH MARK DISK
 DQ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0822_STAMPING: 25020
 DQ0822_MARK LOGO: NJDCED
 DQ0822_PROJECTION: RECESSED 12 CENTIMETERS
 DQ0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0822+STABILITY: SURFACE MOTION
 DQ0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0822+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2018
 DQ0822
 DQ0822  HISTORY     - Date     Condition        Report By
 DQ0822  HISTORY     - 1966     MONUMENTED       NJDCED
 DQ0822  HISTORY     - 20150317 GOOD             NJGS
 DQ0822  HISTORY     - 20180716 GOOD             NJGS
 DQ0822
 DQ0822                          STATION DESCRIPTION
 DQ0822
 DQ0822'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0822'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF ADELPHIA, 5.9 MI
 DQ0822'(9.5 KM) WEST OF ASBURY PARK AND 2.5 MI (4.0 KM) EAST-NORTHEAST OF
 DQ0822'FARMINGDALE, IN WALL TOWNSHIP.
 DQ0822'
 DQ0822'TO REACH FROM THE CIRCLE INTERSECTION OF NEW JERSEY ROUTE 34, 33 AND
 DQ0822'ASBURY ROAD (COUNTY ROUTE 547), GO 1.1 MI (1.8 KM) SOUTH-SOUTHEAST ON
 DQ0822'ROUTE 34 TO THE STATION ON THE LEFT, STATION IS LOCATED ON THE
 DQ0822'SOUTHEAST CORNER OF THE JUNCTION OF NORTHBOUND ROUTE 34 AND MEGILL
 DQ0822'ROAD.
 DQ0822'
 DQ0822'IT IS 126 FT (38.4 M) SOUTHEAST OF THE CENTERLINE EXTENDED OF MEGILL
 DQ0822'ROAD, 11.6 FT (3.5 M) NORTHEAST OF THE EAST EDGE OF PAVING OF ROUTE
 DQ0822'34, 34.8 FT (10.6 M) NORTHEAST OF THE CENTERLINE OF NORTHBOUND ROUTE
 DQ0822'34, 39 FT (11.9 M) SOUTH OF A YELLOW GAS LINE MARKER.
 DQ0822
 DQ0822                          STATION RECOVERY (2018)
 DQ0822
 DQ0822'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DQ0822'THE STATION IS ALSO 39 FT (11.9 M) SOUTH OF A GAS VENT PIPE NEXT TO
 DQ0822'THE YELLOW GAS LINE MARKER, 72 FT (21.9 M) SOUTH OF A STREET SIGN
 DQ0822'(MEGILL ROAD), 107 FT (32.6 M) SOUTHWEST AND ACROSS MEGILL ROAD FROM A
 DQ0822'FIRE HYDRANT, 69.2 FT (21.1 M) SOUTH-SOUTHWEST OF A ROAD SIGN
 DQ0822'(MONMOUTH COUNTY ROAD 18), 62 FT (18.9 M) SOUTHWEST OF A MAIL BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8252 ***********************************************************************
 DN8252  DESIGNATION -  25021
 DN8252  PID         -  DN8252
 DN8252  STATE/COUNTY-  NJ/MONMOUTH
 DN8252  COUNTRY     -  US
 DN8252  USGS QUAD   -  ASBURY PARK (2019)
 DN8252
 DN8252                         *CURRENT SURVEY CONTROL
 DN8252  ______________________________________________________________________
 DN8252* NAD 83(1986) POSITION- 40 10 41.75   (N) 074 06 38.23   (W)   HD_HELD1
 DN8252* NAVD 88 ORTHO HEIGHT -    38.438 (meters)      126.11  (feet) ADJUSTED
 DN8252  ______________________________________________________________________
 DN8252  GEOID HEIGHT    -        -32.764 (meters)                     GEOID18
 DN8252  DYNAMIC HEIGHT  -         38.421 (meters)      126.05  (feet) COMP
 DN8252  MODELED GRAVITY -    980,177.4   (mgal)                       NAVD 88
 DN8252
 DN8252  VERT ORDER      -  FIRST     CLASS II
 DN8252
 DN8252.The horizontal coordinates were determined by differentially corrected
 DN8252.hand held GPS observations or other comparable positioning techniques
 DN8252.and have an estimated accuracy of +/- 3 meters.
 DN8252
 DN8252.The orthometric height was determined by differential leveling and
 DN8252.adjusted by the NATIONAL GEODETIC SURVEY
 DN8252.in April 2013.
 DN8252
 DN8252.No vertical observational check was made to the station.
 DN8252
 DN8252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8252.GEOID18 height accuracy estimate available here.
 DN8252
 DN8252.Click photographs - Photos may exist for this station.
 DN8252
 DN8252.The dynamic height is computed by dividing the NAVD 88
 DN8252.geopotential number by the normal gravity value computed on the
 DN8252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8252.degrees latitude (g = 980.6199 gals.).
 DN8252
 DN8252.The modeled gravity was interpolated from observed gravity values.
 DN8252
 DN8252;                    North         East    Units  Estimated Accuracy
 DN8252;SPC NJ       -   149,378.9     183,160.8     MT  (+/- 3 meters HH1 GPS) 
 DN8252
 DN8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7571947922(NAD 83)
 DN8252
 DN8252                          SUPERSEDED SURVEY CONTROL
 DN8252
 DN8252.No superseded survey control is available for this station.
 DN8252
 DN8252_MARKER: DD = SURVEY DISK
 DN8252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8252_STAMPING: 25021
 DN8252_MARK LOGO: NJDCED
 DN8252_PROJECTION: RECESSED 20 CENTIMETERS
 DN8252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8252+STABILITY: SURFACE MOTION
 DN8252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8252+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2022
 DN8252
 DN8252  HISTORY     - Date     Condition        Report By
 DN8252  HISTORY     - 1965     MONUMENTED       NJDCED
 DN8252  HISTORY     - 20111012 GOOD             NJGS
 DN8252  HISTORY     - 20150317 GOOD             NJGS
 DN8252  HISTORY     - 20190227 GOOD             BOSWEL
 DN8252  HISTORY     - 20220412 GOOD             AAAS
 DN8252
 DN8252                          STATION DESCRIPTION
 DN8252
 DN8252'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8252'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE SOUTHEAST CORNER OF
 DN8252'THE JUNCTION OF NJ ROUTE 34 AND HURLEY'S POND ROAD.
 DN8252'
 DN8252'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 34 AND I-195, GO 0.6
 DN8252'MI (1.0 KM) NORTH-NORTHWEST ON ROUTE 34 TO THE STATION ON THE RIGHT.
 DN8252'
 DN8252'THE STATION IS 3.5 FT (1.1 M) EAST OF THE EAST CURB OF ROUTE 34, 9.4
 DN8252'FT (2.9 M) SOUTH OF POLE NUMBER JC2571, 47.3 FT (14.4 M) NORTHWEST OF
 DN8252'THE NORTHWEST CURB OF THE RAMP, 86 FT (26.2 M) SOUTH-SOUTHEAST OF THE
 DN8252'SOUTHEAST CORNER OF AN ALUMINUM ELECTRICAL BOX (NUMBER 1307105), 146
 DN8252'FT (44.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF HURLEY'S POND ROAD,
 DN8252'88.8 FT (27.1 M) SOUTH OF POLE NUMBER BT ACS WL, 63 FT (19.2 M) SOUTH
 DN8252'OF THE CENTER OF AN INLET CURB PIECE OF THE NORTH BOUND LANES.
 DN8252
 DN8252                          STATION RECOVERY (2015)
 DN8252
 DN8252'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DN8252'RECOVERED AS DESCRIBED.
 DN8252
 DN8252                          STATION RECOVERY (2019)
 DN8252
 DN8252'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (AB)
 DN8252'RECOVERED IN GOOD CONDITION.
 DN8252
 DN8252                          STATION RECOVERY (2022)
 DN8252
 DN8252'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DN8252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8260 ***********************************************************************
 DN8260  DESIGNATION -  25022
 DN8260  PID         -  DN8260
 DN8260  STATE/COUNTY-  NJ/MONMOUTH
 DN8260  COUNTRY     -  US
 DN8260  USGS QUAD   -  ASBURY PARK (2019)
 DN8260
 DN8260                         *CURRENT SURVEY CONTROL
 DN8260  ______________________________________________________________________
 DN8260* NAD 83(1986) POSITION- 40 09 41.12   (N) 074 06 05.88   (W)   HD_HELD1
 DN8260* NAVD 88 ORTHO HEIGHT -    34.313 (meters)      112.58  (feet) ADJUSTED
 DN8260  ______________________________________________________________________
 DN8260  GEOID HEIGHT    -        -32.826 (meters)                     GEOID18
 DN8260  DYNAMIC HEIGHT  -         34.297 (meters)      112.52  (feet) COMP
 DN8260  MODELED GRAVITY -    980,171.9   (mgal)                       NAVD 88
 DN8260
 DN8260  VERT ORDER      -  FIRST     CLASS II
 DN8260
 DN8260.The horizontal coordinates were determined by differentially corrected
 DN8260.hand held GPS observations or other comparable positioning techniques
 DN8260.and have an estimated accuracy of +/- 3 meters.
 DN8260
 DN8260.The orthometric height was determined by differential leveling and
 DN8260.adjusted by the NATIONAL GEODETIC SURVEY
 DN8260.in September 2015.
 DN8260
 DN8260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8260.GEOID18 height accuracy estimate available here.
 DN8260
 DN8260.Click photographs - Photos may exist for this station.
 DN8260
 DN8260.The dynamic height is computed by dividing the NAVD 88
 DN8260.geopotential number by the normal gravity value computed on the
 DN8260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8260.degrees latitude (g = 980.6199 gals.).
 DN8260
 DN8260.The modeled gravity was interpolated from observed gravity values.
 DN8260
 DN8260;                    North         East    Units  Estimated Accuracy
 DN8260;SPC NJ       -   147,512.4     183,934.5     MT  (+/- 3 meters HH1 GPS) 
 DN8260
 DN8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7650346060(NAD 83)
 DN8260
 DN8260                          SUPERSEDED SURVEY CONTROL
 DN8260
 DN8260  NAVD 88 (04/17/13)   34.310  (m)          112.57   (f) SUPERSEDED  1 2
 DN8260
 DN8260.Superseded values are not recommended for survey control.
 DN8260
 DN8260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN8260.See file dsdata.pdf to determine how the superseded data were derived.
 DN8260
 DN8260_MARKER: DD = SURVEY DISK
 DN8260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8260_STAMPING: 25022
 DN8260_MARK LOGO: NJDCED
 DN8260_PROJECTION: PROJECTING 15 CENTIMETERS
 DN8260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8260+STABILITY: SURFACE MOTION
 DN8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8260+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2013
 DN8260
 DN8260  HISTORY     - Date     Condition        Report By
 DN8260  HISTORY     - 1965     MONUMENTED       NJDCED
 DN8260  HISTORY     - 20111101 GOOD             NJGS
 DN8260  HISTORY     - 20130712 GOOD             NJGS
 DN8260
 DN8260                          STATION DESCRIPTION
 DN8260
 DN8260'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8260'THE STATION IS LOCATED IN WALL TOWNSHIP, OF THE NORTHEAST SIDE OF NEW
 DN8260'JERSEY ROUTE 34 NORTH BOUND LANES, 200 FT (61.0 M) SOUTHEAST OF THE
 DN8260'GARDEN STATE PARKWAY BRIDGE CARRYING THE NORTH BOUND LANES OF THE
 DN8260'PARKWAY OVER ROUTE 34.
 DN8260'
 DN8260'TO REACH THE STATION FROM THE JUNCTION OF US INTERSTATE 195 AT THE
 DN8260'CENTER OF THE ROUTE 34 BRIDGE OVER I-195, GO 0.65 MI (1.0 KM)
 DN8260'SOUTHEAST ON ROUTE 34 TO THE STATION ON THE LEFT ACROSS THE HIGHWAY.
 DN8260'
 DN8260'THE STATION IS 179 FT (54.6 M) SOUTH OF THE SOUTH CORNER OF THE NORTH
 DN8260'ABUTMENT OF THE GARDEN STATE PARKWAY BRIDGE, 124 FT (37.8 M)
 DN8260'SOUTH-SOUTHEAST OF POLE NUMBER JC1429WL, 48.4 FT (14.8 M)
 DN8260'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF THE CURB, 3.9 FT (1.2 M) EAST
 DN8260'OF THE EAST EDGE OF PAVING, 90.9 FT (27.7 M) NORTH-NORTHWEST OF POLE
 DN8260'NUMBER JC1428 140AMP ALLEN, 23.8 FT (7.3 M) EAST OF THE CENTERLINE OF
 DN8260'NORTH BOUND ROUTE 34, 47.2 FT (14.4 M) SOUTH-SOUTHEAST OF MILE POST
 DN8260'3.5, 182.5 FT (55.6 M) SOUTH-SOUTHEAST OF BENCH MARK 13 Q 8
 DN8260'(VERTICALLY IN THE ABUTMENT), 1.5 FT (0.5 M) WEST OF A METAL WITNESS
 DN8260'POST AND SIGN.
 DN8260
 DN8260                          STATION RECOVERY (2013)
 DN8260
 DN8260'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DN8260'RECOVERED IN GOOD CONDITION.
 DN8260'
 DN8260'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHWEST
 DN8260'OF POINT PLEASANT, 5.6 MI (9.0 KM) NORTH-NORTHWEST OF POINT PLEASANT
 DN8260'BEACH AND 4.3 MI (6.9 KM) SOUTHEAST OF FARMINGDALE.
 DN8260'
 DN8260'THE STATION IS CURRENTLY IN A CONSTRUCTION ZONE FOR GARDEN STATE
 DN8260'PARKWAY IMPROVEMENTS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7887 ***********************************************************************
 DP7887  DESIGNATION -  25024
 DP7887  PID         -  DP7887
 DP7887  STATE/COUNTY-  NJ/MONMOUTH
 DP7887  COUNTRY     -  US
 DP7887  USGS QUAD   -  ASBURY PARK (2019)
 DP7887
 DP7887                         *CURRENT SURVEY CONTROL
 DP7887  ______________________________________________________________________
 DP7887* NAD 83(1986) POSITION- 40 08 09.04   (N) 074 05 24.82   (W)   HD_HELD1
 DP7887* NAVD 88 ORTHO HEIGHT -    37.013 (meters)      121.43  (feet) ADJUSTED
 DP7887  ______________________________________________________________________
 DP7887  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 DP7887  DYNAMIC HEIGHT  -         36.996 (meters)      121.38  (feet) COMP
 DP7887  MODELED GRAVITY -    980,164.7   (mgal)                       NAVD 88
 DP7887
 DP7887  VERT ORDER      -  FIRST     CLASS II
 DP7887
 DP7887.The horizontal coordinates were determined by differentially corrected
 DP7887.hand held GPS observations or other comparable positioning techniques
 DP7887.and have an estimated accuracy of +/- 3 meters.
 DP7887
 DP7887.The orthometric height was determined by differential leveling and
 DP7887.adjusted by the NATIONAL GEODETIC SURVEY
 DP7887.in September 2015.
 DP7887
 DP7887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7887.GEOID18 height accuracy estimate available here.
 DP7887
 DP7887.Click photographs - Photos may exist for this station.
 DP7887
 DP7887.The dynamic height is computed by dividing the NAVD 88
 DP7887.geopotential number by the normal gravity value computed on the
 DP7887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7887.degrees latitude (g = 980.6199 gals.).
 DP7887
 DP7887.The modeled gravity was interpolated from observed gravity values.
 DP7887
 DP7887;                    North         East    Units  Estimated Accuracy
 DP7887;SPC NJ       -   144,677.0     184,919.1     MT  (+/- 3 meters HH1 GPS) 
 DP7887
 DP7887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7750443231(NAD 83)
 DP7887
 DP7887                          SUPERSEDED SURVEY CONTROL
 DP7887
 DP7887.No superseded survey control is available for this station.
 DP7887
 DP7887_MARKER: DD = SURVEY DISK
 DP7887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7887_STAMPING: 25024
 DP7887_MARK LOGO: NJDCED
 DP7887_PROJECTION: RECESSED 15 CENTIMETERS
 DP7887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7887+STABILITY: SURFACE MOTION
 DP7887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7887+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2013
 DP7887
 DP7887  HISTORY     - Date     Condition        Report By
 DP7887  HISTORY     - 1965     MONUMENTED       NJDCED
 DP7887  HISTORY     - 20130729 GOOD             NJGS
 DP7887
 DP7887                          STATION DESCRIPTION
 DP7887
 DP7887'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DP7887'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF FARMINGDALE,
 DP7887'3.8 MI (6.1 KM) NORTH-NORTHWEST OF POINT PLEASANT AND 3.8 MI (6.1 KM)
 DP7887'NORTHWEST OF POINT PLEASANT BEACH.
 DP7887'
 DP7887'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE WEST SIDE OF STATE
 DP7887'HIGHWAY 34, JUST SOUTH FROM AND ADJACENT TO THE BRIDGE CARRYING STATE
 DP7887'HIGHWAY 34 OVER AN ABANDONED RAILROAD, STRUCTURE NUMBER 1307 150, MILE
 DP7887'POINT 1.66.
 DP7887'
 DP7887'THE STATION IS 17.6 FT (5.4 M) SOUTH-SOUTHEAST FROM WOOD UTILITY POLE
 DP7887'NUMBER JC 4843, 76.3 FT (23.3 M) NORTH-NORTHEAST FROM WOOD UTILITY
 DP7887'POLE NUMBER JC 4845, 2.0 FT (0.6 M) EAST AND NORMAL TO THE EAST FACE
 DP7887'OF THE METAL BEAM GUIDERAIL ON THE WEST SIDE OF THE SOUTHBOUND LANES
 DP7887'OF STATE HIGHWAY 34 AND 16.9 FT (5.2 M) WEST FROM THE CENTERLINE OF
 DP7887'THE SOUTHBOUND LANES OF STATE HIGHWAY 34.
 DP7887'
 DP7887'THE STATION IS SET ABOUT 6 INCHES (15 CM) BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7888 ***********************************************************************
 DP7888  DESIGNATION -  25025
 DP7888  PID         -  DP7888
 DP7888  STATE/COUNTY-  NJ/MONMOUTH
 DP7888  COUNTRY     -  US
 DP7888  USGS QUAD   -  ASBURY PARK (2019)
 DP7888
 DP7888                         *CURRENT SURVEY CONTROL
 DP7888  ______________________________________________________________________
 DP7888* NAD 83(1986) POSITION- 40 07 54.91   (N) 074 05 17.70   (W)   HD_HELD1
 DP7888* NAVD 88 ORTHO HEIGHT -    26.825 (meters)       88.01  (feet) ADJUSTED
 DP7888  ______________________________________________________________________
 DP7888  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 DP7888  DYNAMIC HEIGHT  -         26.813 (meters)       87.97  (feet) COMP
 DP7888  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 DP7888
 DP7888  VERT ORDER      -  FIRST     CLASS II
 DP7888
 DP7888.The horizontal coordinates were determined by differentially corrected
 DP7888.hand held GPS observations or other comparable positioning techniques
 DP7888.and have an estimated accuracy of +/- 3 meters.
 DP7888
 DP7888.The orthometric height was determined by differential leveling and
 DP7888.adjusted by the NATIONAL GEODETIC SURVEY
 DP7888.in September 2015.
 DP7888
 DP7888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7888.GEOID18 height accuracy estimate available here.
 DP7888
 DP7888.Click photographs - Photos may exist for this station.
 DP7888
 DP7888.The dynamic height is computed by dividing the NAVD 88
 DP7888.geopotential number by the normal gravity value computed on the
 DP7888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7888.degrees latitude (g = 980.6199 gals.).
 DP7888
 DP7888.The modeled gravity was interpolated from observed gravity values.
 DP7888
 DP7888;                    North         East    Units  Estimated Accuracy
 DP7888;SPC NJ       -   144,242.0     185,089.7     MT  (+/- 3 meters HH1 GPS) 
 DP7888
 DP7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7767742797(NAD 83)
 DP7888
 DP7888                          SUPERSEDED SURVEY CONTROL
 DP7888
 DP7888.No superseded survey control is available for this station.
 DP7888
 DP7888_MARKER: DD = SURVEY DISK
 DP7888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7888_STAMPING: 25025
 DP7888_MARK LOGO: NJDCED
 DP7888_PROJECTION: RECESSED 15 CENTIMETERS
 DP7888_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7888+STABILITY: SURFACE MOTION
 DP7888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7888+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2013
 DP7888
 DP7888  HISTORY     - Date     Condition        Report By
 DP7888  HISTORY     - 1965     MONUMENTED       NJDCED
 DP7888  HISTORY     - 20130617 GOOD             NJGS
 DP7888
 DP7888                          STATION DESCRIPTION
 DP7888
 DP7888'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DP7888'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF
 DP7888'FARMINGDALE, 3.5 MI (5.6 KM) NORTH-NORTHWEST OF POINT PLEASANT AND 3.5
 DP7888'MI (5.6 KM) NORTHWEST OF POINT PLEASANT BEACH.
 DP7888'
 DP7888'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE WEST SIDE OF THE
 DP7888'SOUTHBOUND LANES OF STATE HIGHWAY 34.
 DP7888'
 DP7888'TO REACH THE STATION FROM THE JUNCTION OF THE BRIDGE CARRYING STATE
 DP7888'HIGHWAY 34 OVER AN ABANDONED RAILROAD, NOW USED AS A PEDESTRIAN
 DP7888'WALKWAY, STRUCTURE NUMBER 1307 150, MILE POINT 1.66, GO SOUTH ON STATE
 DP7888'HIGHWAY 34 FOR 0.30 MI (0.5 KM) TO THE STATION ON THE RIGHT IN A
 DP7888'LANDSCAPED GRASS AREA IN FRONT OF THE DEVLIN GYMNASTICS SPORTS
 DP7888'FACILITY, A ONE STORY BLOCK BUILDING.
 DP7888'
 DP7888'THE STATION IS 18.3 FT (5.6 M) SOUTH-SOUTHEAST FROM WOOD UTILITY POLE
 DP7888'NUMBER JC 1811, 4.0 FT (1.2 M) WEST-SOUTHWEST FROM AND NORMAL TO THE
 DP7888'WEST CURB OF THE SOUTHBOUND LANES OF STATE HIGHWAY 34, 87.2 FT (26.6
 DP7888'M) NORTH-NORTHEAST FROM THE EAST LEG OF A SIGN FOR DEVLIN GYMNASTICS
 DP7888'AND 26.7 FT (8.1 M) WEST-SOUTHWEST FROM AND NORMAL TO THE CENTERLINE
 DP7888'OF THE SOUTHBOUND LANES OF STATE HIGHWAY 34, 1 FT (0.3 M) NORTHWEST OF
 DP7888'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1253 ***********************************************************************
 KV1253  DESIGNATION -  2505
 KV1253  PID         -  KV1253
 KV1253  STATE/COUNTY-  NJ/WARREN
 KV1253  COUNTRY     -  US
 KV1253  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1253
 KV1253                         *CURRENT SURVEY CONTROL
 KV1253  ______________________________________________________________________
 KV1253* NAD 83(1986) POSITION- 40 51 19.     (N) 074 49 53.     (W)   SCALED
 KV1253* NAVD 88 ORTHO HEIGHT -   172.930 (meters)      567.35  (feet) ADJUSTED
 KV1253  ______________________________________________________________________
 KV1253  GEOID HEIGHT    -        -33.133 (meters)                     GEOID18
 KV1253  DYNAMIC HEIGHT  -        172.852 (meters)      567.10  (feet) COMP
 KV1253  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 KV1253
 KV1253  VERT ORDER      -  SECOND    CLASS 0
 KV1253
 KV1253.The horizontal coordinates were scaled from a map and have
 KV1253.an estimated accuracy of +/- 6 seconds.
 KV1253
 KV1253.The orthometric height was determined by differential leveling and
 KV1253.adjusted by the NATIONAL GEODETIC SURVEY
 KV1253.in June 1991.
 KV1253
 KV1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1253.GEOID18 height accuracy estimate available here.
 KV1253
 KV1253.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL142227(NAD 83)
 KV1253
 KV1253                          SUPERSEDED SURVEY CONTROL
 KV1253
 KV1253  NGVD 29 (11/26/84)  173.150  (m)          568.08   (f) ADJUSTED    2 0
 KV1253
 KV1253.Superseded values are not recommended for survey control.
 KV1253
 KV1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1253.See file dsdata.pdf to determine how the superseded data were derived.
 KV1253
 KV1253_MARKER: DD = SURVEY DISK
 KV1253_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV1253_STAMPING: 2505
 KV1253_MARK LOGO: CGS+SS
 KV1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 KV1407 ***********************************************************************
 KV1407  DESIGNATION -  2520 NJGS
 KV1407  PID         -  KV1407
 KV1407  STATE/COUNTY-  NJ/WARREN
 KV1407  COUNTRY     -  US
 KV1407  USGS QUAD   -  BLAIRSTOWN (2019)
 KV1407
 KV1407                         *CURRENT SURVEY CONTROL
 KV1407  ______________________________________________________________________
 KV1407* NAD 83(1986) POSITION- 40 58 54.     (N) 074 57 37.     (W)   SCALED
 KV1407* NAVD 88 ORTHO HEIGHT -   104.761 (meters)      343.70  (feet) ADJUSTED
 KV1407  ______________________________________________________________________
 KV1407  GEOID HEIGHT    -        -33.135 (meters)                     GEOID18
 KV1407  DYNAMIC HEIGHT  -        104.715 (meters)      343.55  (feet) COMP
 KV1407  MODELED GRAVITY -    980,186.0   (mgal)                       NAVD 88
 KV1407
 KV1407  VERT ORDER      -  SECOND    CLASS 0
 KV1407
 KV1407.The horizontal coordinates were scaled from a map and have
 KV1407.an estimated accuracy of +/- 6 seconds.
 KV1407
 KV1407.The orthometric height was determined by differential leveling and
 KV1407.adjusted by the NATIONAL GEODETIC SURVEY
 KV1407.in June 1991.
 KV1407
 KV1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1407.GEOID18 height accuracy estimate available here.
 KV1407
 KV1407.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL033367(NAD 83)
 KV1407
 KV1407                          SUPERSEDED SURVEY CONTROL
 KV1407
 KV1407  NGVD 29 (11/26/84)  104.969  (m)          344.39   (f) ADJUSTED    2 0
 KV1407
 KV1407.Superseded values are not recommended for survey control.
 KV1407
 KV1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1407.See file dsdata.pdf to determine how the superseded data were derived.
 KV1407
 KV1407_MARKER: DD = SURVEY DISK
 KV1407_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 DO2075 ***********************************************************************
 DO2075  DESIGNATION -  2533
 DO2075  PID         -  DO2075
 DO2075  STATE/COUNTY-  NJ/WARREN
 DO2075  COUNTRY     -  US
 DO2075  USGS QUAD   -  BELVIDERE (2019)
 DO2075
 DO2075                         *CURRENT SURVEY CONTROL
 DO2075  ______________________________________________________________________
 DO2075* NAD 83(1986) POSITION- 40 49 34.39   (N) 075 04 17.24   (W)   HD_HELD1
 DO2075* NAVD 88 ORTHO HEIGHT -    87.831 (meters)      288.16  (feet) ADJUSTED
 DO2075  ______________________________________________________________________
 DO2075  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 DO2075  DYNAMIC HEIGHT  -         87.791 (meters)      288.03  (feet) COMP
 DO2075  MODELED GRAVITY -    980,174.1   (mgal)                       NAVD 88
 DO2075
 DO2075  VERT ORDER      -  SECOND    CLASS I
 DO2075
 DO2075.The horizontal coordinates were determined by differentially corrected
 DO2075.hand held GPS observations or other comparable positioning techniques
 DO2075.and have an estimated accuracy of +/- 3 meters.
 DO2075
 DO2075.The orthometric height was determined by differential leveling and
 DO2075.adjusted by the NATIONAL GEODETIC SURVEY
 DO2075.in April 2013.
 DO2075
 DO2075.No vertical observational check was made to the station.
 DO2075
 DO2075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2075.GEOID18 height accuracy estimate available here.
 DO2075
 DO2075.Click photographs - Photos may exist for this station.
 DO2075
 DO2075.The dynamic height is computed by dividing the NAVD 88
 DO2075.geopotential number by the normal gravity value computed on the
 DO2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2075.degrees latitude (g = 980.6199 gals.).
 DO2075
 DO2075.The modeled gravity was interpolated from observed gravity values.
 DO2075
 DO2075;                    North         East    Units  Estimated Accuracy
 DO2075;SPC NJ       -   221,407.9     101,799.1     MT  (+/- 3 meters HH1 GPS) 
 DO2075
 DO2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9397419468(NAD 83)
 DO2075
 DO2075                          SUPERSEDED SURVEY CONTROL
 DO2075
 DO2075.No superseded survey control is available for this station.
 DO2075
 DO2075_MARKER: DD = SURVEY DISK
 DO2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2075_STAMPING: 2533
 DO2075_MARK LOGO: CGS+SS
 DO2075_PROJECTION: FLUSH
 DO2075_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2075+STABILITY: SURFACE MOTION
 DO2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2075+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 DO2075
 DO2075  HISTORY     - Date     Condition        Report By
 DO2075  HISTORY     - 1935     MONUMENTED       NJDCED
 DO2075  HISTORY     - 20110822 GOOD             NJGS
 DO2075
 DO2075                          STATION DESCRIPTION
 DO2075
 DO2075'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2075'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) NORTH OF BLOOMSBURY,
 DO2075'6.7 MI (10.8 KM) NORTHWEST OF WASHINGTON AND IN THE TOWN OF BELVIDERE,
 DO2075'NJ.
 DO2075'
 DO2075'THE STATION IS LOCATED IN BELVIDERE, ON THE SOUTHEAST CORNER OF THE
 DO2075'T-JUNCTION OF THIRD AND OXFORD STREETS.
 DO2075'
 DO2075'THE STATION IS 7.5 FT (2.3 M) SOUTH OF THE EXTENDED CENTERLINE OF
 DO2075'THIRD STREET, 35 FT (10.7 M) EAST-NORTHEAST OF THE CENTERLINE OF
 DO2075'OXFORD STREET, 19 FT (5.8 M) EAST OF THE CENTER OF A 6 FT (1.8 M) ELM
 DO2075'TREE (LOCAL NAME -THE SHOE TREE), 34 FT (10.4 M) SOUTHWEST OF THE
 DO2075'NORTHEAST CORNER OF THE FRONT PORCH FOR HOUSE NUMBER 705 26.5 FT (8.1
 DO2075'M) WEST OF THE SOUTHEAST CORNER OF THE SAME HOUSE, 2 FT (0.6 M) WEST
 DO2075'OF THE WEST EDGE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2074 ***********************************************************************
 DO2074  DESIGNATION -  2534
 DO2074  PID         -  DO2074
 DO2074  STATE/COUNTY-  NJ/WARREN
 DO2074  COUNTRY     -  US
 DO2074  USGS QUAD   -  BELVIDERE (2019)
 DO2074
 DO2074                         *CURRENT SURVEY CONTROL
 DO2074  ______________________________________________________________________
 DO2074* NAD 83(1986) POSITION- 40 49 33.59   (N) 075 04 37.23   (W)   HD_HELD1
 DO2074* NAVD 88 ORTHO HEIGHT -    86.800 (meters)      284.78  (feet) ADJUSTED
 DO2074  ______________________________________________________________________
 DO2074  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 DO2074  DYNAMIC HEIGHT  -         86.761 (meters)      284.65  (feet) COMP
 DO2074  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 DO2074
 DO2074  VERT ORDER      -  SECOND    CLASS I
 DO2074
 DO2074.The horizontal coordinates were determined by differentially corrected
 DO2074.hand held GPS observations or other comparable positioning techniques
 DO2074.and have an estimated accuracy of +/- 3 meters.
 DO2074
 DO2074.The orthometric height was determined by differential leveling and
 DO2074.adjusted by the NATIONAL GEODETIC SURVEY
 DO2074.in April 2013.
 DO2074
 DO2074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2074.GEOID18 height accuracy estimate available here.
 DO2074
 DO2074.Click photographs - Photos may exist for this station.
 DO2074
 DO2074.The dynamic height is computed by dividing the NAVD 88
 DO2074.geopotential number by the normal gravity value computed on the
 DO2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2074.degrees latitude (g = 980.6199 gals.).
 DO2074
 DO2074.The modeled gravity was interpolated from observed gravity values.
 DO2074
 DO2074;                    North         East    Units  Estimated Accuracy
 DO2074;SPC NJ       -   221,386.3     101,330.6     MT  (+/- 3 meters HH1 GPS) 
 DO2074
 DO2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9350619444(NAD 83)
 DO2074
 DO2074                          SUPERSEDED SURVEY CONTROL
 DO2074
 DO2074.No superseded survey control is available for this station.
 DO2074
 DO2074_MARKER: DD = SURVEY DISK
 DO2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2074_STAMPING: 2534
 DO2074_MARK LOGO: CGS+SS
 DO2074_PROJECTION: FLUSH
 DO2074_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2074+STABILITY: SURFACE MOTION
 DO2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2074+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 DO2074
 DO2074  HISTORY     - Date     Condition        Report By
 DO2074  HISTORY     - 1935     MONUMENTED       NJDCED
 DO2074  HISTORY     - 20110822 GOOD             NJGS
 DO2074
 DO2074                          STATION DESCRIPTION
 DO2074
 DO2074'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2074'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) NORTH OF BLOOMSBURY,
 DO2074'6.9 MI (11.1 KM) NORTHWEST OF WASHINGTON AND IN THE TOWN OF BELVIDERE,
 DO2074'NJ.
 DO2074'
 DO2074'THE STATION IS LOCATED IN BELVIDERE, ON THE NORTHEAST CORNER OF THE
 DO2074'JUNCTION OF MANSFIELD AND THIRD STREETS AT THE SOUTHWEST CORNER OF THE
 DO2074'COUNTY COURTHOUSE PARK FRONTING THE COUNTY COURTHOUSE.
 DO2074'
 DO2074'THE STATION IS 31.2 FT (9.5 M) WEST OF THE CENTERLINE OF MANSFIELD
 DO2074'STREET, 21.6 FT (6.6 M) EAST OF THE CENTERLINE OF THIRD STREET, 13.4
 DO2074'FT (4.1 M) SOUTHEAST OF POLE NUMBER 242, 33.9 FT (10.3 M) WEST OF A
 DO2074'POLE WITH NO NUMBER.
 DO2074'
 DO2074'THE STATION IS FLUSH IN THE PAVER BLOCK SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1260 ***********************************************************************
 KV1260  DESIGNATION -  2545
 KV1260  PID         -  KV1260
 KV1260  STATE/COUNTY-  NJ/WARREN
 KV1260  COUNTRY     -  US
 KV1260  USGS QUAD   -  WASHINGTON (2016)
 KV1260
 KV1260                         *CURRENT SURVEY CONTROL
 KV1260  ______________________________________________________________________
 KV1260* NAD 83(1986) POSITION- 40 45 34.     (N) 074 58 30.     (W)   SCALED
 KV1260* NAVD 88 ORTHO HEIGHT -   142.634 (meters)      467.96  (feet) ADJUSTED
 KV1260  ______________________________________________________________________
 KV1260  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 KV1260  DYNAMIC HEIGHT  -        142.569 (meters)      467.75  (feet) COMP
 KV1260  MODELED GRAVITY -    980,168.0   (mgal)                       NAVD 88
 KV1260
 KV1260  VERT ORDER      -  SECOND    CLASS 0
 KV1260
 KV1260.The horizontal coordinates were scaled from a map and have
 KV1260.an estimated accuracy of +/- 6 seconds.
 KV1260
 KV1260.The orthometric height was determined by differential leveling and
 KV1260.adjusted by the NATIONAL GEODETIC SURVEY
 KV1260.in June 1991.
 KV1260
 KV1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1260.GEOID18 height accuracy estimate available here.
 KV1260
 KV1260.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL021120(NAD 83)
 KV1260
 KV1260                          SUPERSEDED SURVEY CONTROL
 KV1260
 KV1260  NGVD 29 (11/26/84)  142.860  (m)          468.70   (f) ADJUSTED    2 0
 KV1260
 KV1260.Superseded values are not recommended for survey control.
 KV1260
 KV1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1260.See file dsdata.pdf to determine how the superseded data were derived.
 KV1260
 KV1260_MARKER: DD = SURVEY DISK
 KV1260_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV1260_STAMPING: 2545
 KV1260_MARK LOGO: CGS+SS
 KV1260_PROJECTION: FLUSH
 KV1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1260
 KV1260  HISTORY     - Date     Condition        Report By
 KV1260  HISTORY     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 KV1592 ***********************************************************************
 KV1592  DESIGNATION -  2549
 KV1592  PID         -  KV1592
 KV1592  STATE/COUNTY-  NJ/WARREN
 KV1592  COUNTRY     -  US
 KV1592  USGS QUAD   -  BELVIDERE (2019)
 KV1592
 KV1592                         *CURRENT SURVEY CONTROL
 KV1592  ______________________________________________________________________
 KV1592* NAD 83(1986) POSITION- 40 48 27.     (N) 075 04 30.     (W)   SCALED
 KV1592* NAVD 88 ORTHO HEIGHT -   101.561 (meters)      333.20  (feet) ADJUSTED
 KV1592  ______________________________________________________________________
 KV1592  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 KV1592  DYNAMIC HEIGHT  -        101.514 (meters)      333.05  (feet) COMP
 KV1592  MODELED GRAVITY -    980,170.9   (mgal)                       NAVD 88
 KV1592
 KV1592  VERT ORDER      -  SECOND    CLASS 0
 KV1592
 KV1592.The horizontal coordinates were scaled from a map and have
 KV1592.an estimated accuracy of +/- 6 seconds.
 KV1592
 KV1592.The orthometric height was determined by differential leveling and
 KV1592.adjusted by the NATIONAL GEODETIC SURVEY
 KV1592.in June 1991.
 KV1592
 KV1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1592.GEOID18 height accuracy estimate available here.
 KV1592
 KV1592.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL936173(NAD 83)
 KV1592
 KV1592                          SUPERSEDED SURVEY CONTROL
 KV1592
 KV1592  NGVD 29 (11/26/84)  101.771  (m)          333.89   (f) ADJUSTED    2 0
 KV1592
 KV1592.Superseded values are not recommended for survey control.
 KV1592
 KV1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1592.See file dsdata.pdf to determine how the superseded data were derived.
 KV1592
 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  HISTORY     - 20111019 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.
 KV1592
 KV1592                          STATION RECOVERY (2011)
 KV1592
 KV1592'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV1592'THE STATION WAS NOT RECOVERED.  THE INTERSECTION HAS BEEN REVISED.
 KV1592'THE STATION IS PAVED OVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1258 ***********************************************************************
 KV1258  DESIGNATION -  2561
 KV1258  PID         -  KV1258
 KV1258  STATE/COUNTY-  NJ/WARREN
 KV1258  COUNTRY     -  US
 KV1258  USGS QUAD   -  WASHINGTON (2016)
 KV1258
 KV1258                         *CURRENT SURVEY CONTROL
 KV1258  ______________________________________________________________________
 KV1258* NAD 83(1986) POSITION- 40 45 31.     (N) 074 58 44.     (W)   SCALED
 KV1258* NAVD 88 ORTHO HEIGHT -   140.791 (meters)      461.91  (feet) ADJUSTED
 KV1258  ______________________________________________________________________
 KV1258  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 KV1258  DYNAMIC HEIGHT  -        140.727 (meters)      461.70  (feet) COMP
 KV1258  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 KV1258
 KV1258  VERT ORDER      -  SECOND    CLASS 0
 KV1258
 KV1258.The horizontal coordinates were scaled from a map and have
 KV1258.an estimated accuracy of +/- 6 seconds.
 KV1258
 KV1258.The orthometric height was determined by differential leveling and
 KV1258.adjusted by the NATIONAL GEODETIC SURVEY
 KV1258.in June 1991.
 KV1258
 KV1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1258.GEOID18 height accuracy estimate available here.
 KV1258
 KV1258.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL017119(NAD 83)
 KV1258
 KV1258                          SUPERSEDED SURVEY CONTROL
 KV1258
 KV1258  NGVD 29 (11/26/84)  141.017  (m)          462.65   (f) ADJUSTED    2 0
 KV1258
 KV1258.Superseded values are not recommended for survey control.
 KV1258
 KV1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1258.See file dsdata.pdf to determine how the superseded data were derived.
 KV1258
 KV1258_MARKER: DD = SURVEY DISK
 KV1258_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1258_SP_SET: SIDEWALK
 KV1258_STAMPING: 2561
 KV1258_MARK LOGO: CGS+SS
 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     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 KV1257 ***********************************************************************
 KV1257  DESIGNATION -  2562
 KV1257  PID         -  KV1257
 KV1257  STATE/COUNTY-  NJ/WARREN
 KV1257  COUNTRY     -  US
 KV1257  USGS QUAD   -  WASHINGTON (2016)
 KV1257
 KV1257                         *CURRENT SURVEY CONTROL
 KV1257  ______________________________________________________________________
 KV1257* NAD 83(1986) POSITION- 40 45 26.     (N) 074 59 03.     (W)   SCALED
 KV1257* NAVD 88 ORTHO HEIGHT -   137.393 (meters)      450.76  (feet) ADJUSTED
 KV1257  ______________________________________________________________________
 KV1257  GEOID HEIGHT    -        -33.555 (meters)                     GEOID18
 KV1257  DYNAMIC HEIGHT  -        137.330 (meters)      450.56  (feet) COMP
 KV1257  MODELED GRAVITY -    980,166.9   (mgal)                       NAVD 88
 KV1257
 KV1257  VERT ORDER      -  SECOND    CLASS 0
 KV1257
 KV1257.The horizontal coordinates were scaled from a map and have
 KV1257.an estimated accuracy of +/- 6 seconds.
 KV1257
 KV1257.The orthometric height was determined by differential leveling and
 KV1257.adjusted by the NATIONAL GEODETIC SURVEY
 KV1257.in June 1991.
 KV1257
 KV1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1257.GEOID18 height accuracy estimate available here.
 KV1257
 KV1257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL013118(NAD 83)
 KV1257
 KV1257                          SUPERSEDED SURVEY CONTROL
 KV1257
 KV1257  NGVD 29 (11/26/84)  137.618  (m)          451.50   (f) ADJUSTED    2 0
 KV1257
 KV1257.Superseded values are not recommended for survey control.
 KV1257
 KV1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1257.See file dsdata.pdf to determine how the superseded data were derived.
 KV1257
 KV1257_MARKER: DD = SURVEY DISK
 KV1257_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV1257_STAMPING: 2562
 KV1257_MARK LOGO: CGS+SS
 KV1257_PROJECTION: RECESSED 3 CENTIMETERS
 KV1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1257
 KV1257  HISTORY     - Date     Condition        Report By
 KV1257  HISTORY     - 1934     MONUMENTED       NJGS
 KV1257  HISTORY     - 1942     GOOD             CGS
 KV1257  HISTORY     - 20210629 MARK NOT FOUND   NJGS
 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.
 KV1257
 KV1257                          STATION RECOVERY (2021)
 KV1257
 KV1257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1257'CORNER HAS UNDERGONE EXTENSIVE CHANGES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1255 ***********************************************************************
 KV1255  DESIGNATION -  2563
 KV1255  PID         -  KV1255
 KV1255  STATE/COUNTY-  NJ/WARREN
 KV1255  COUNTRY     -  US
 KV1255  USGS QUAD   -  WASHINGTON (2016)
 KV1255
 KV1255                         *CURRENT SURVEY CONTROL
 KV1255  ______________________________________________________________________
 KV1255* NAD 83(1986) POSITION- 40 45 24.     (N) 074 59 17.     (W)   SCALED
 KV1255* NAVD 88 ORTHO HEIGHT -   128.315 (meters)      420.98  (feet) ADJUSTED
 KV1255  ______________________________________________________________________
 KV1255  GEOID HEIGHT    -        -33.563 (meters)                     GEOID18
 KV1255  DYNAMIC HEIGHT  -        128.256 (meters)      420.79  (feet) COMP
 KV1255  MODELED GRAVITY -    980,166.4   (mgal)                       NAVD 88
 KV1255
 KV1255  VERT ORDER      -  SECOND    CLASS 0
 KV1255
 KV1255.The horizontal coordinates were scaled from a map and have
 KV1255.an estimated accuracy of +/- 6 seconds.
 KV1255
 KV1255.The orthometric height was determined by differential leveling and
 KV1255.adjusted by the NATIONAL GEODETIC SURVEY
 KV1255.in June 1991.
 KV1255
 KV1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1255.GEOID18 height accuracy estimate available here.
 KV1255
 KV1255.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL010117(NAD 83)
 KV1255
 KV1255                          SUPERSEDED SURVEY CONTROL
 KV1255
 KV1255  NGVD 29 (11/26/84)  128.540  (m)          421.72   (f) ADJUSTED    2 0
 KV1255
 KV1255.Superseded values are not recommended for survey control.
 KV1255
 KV1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1255.See file dsdata.pdf to determine how the superseded data were derived.
 KV1255
 KV1255_MARKER: DD = SURVEY DISK
 KV1255_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV1255_STAMPING: 2563
 KV1255_MARK LOGO: CGS+SS
 KV1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1255
 KV1255  HISTORY     - Date     Condition        Report By
 KV1255  HISTORY     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 KV1254 ***********************************************************************
 KV1254  DESIGNATION -  2564
 KV1254  PID         -  KV1254
 KV1254  STATE/COUNTY-  NJ/WARREN
 KV1254  COUNTRY     -  US
 KV1254  USGS QUAD   -  WASHINGTON (2016)
 KV1254
 KV1254                         *CURRENT SURVEY CONTROL
 KV1254  ______________________________________________________________________
 KV1254* NAD 83(1986) POSITION- 40 45 20.     (N) 074 59 36.     (W)   SCALED
 KV1254* NAVD 88 ORTHO HEIGHT -   127.625 (meters)      418.72  (feet) ADJUSTED
 KV1254  ______________________________________________________________________
 KV1254  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 KV1254  DYNAMIC HEIGHT  -        127.566 (meters)      418.52  (feet) COMP
 KV1254  MODELED GRAVITY -    980,165.8   (mgal)                       NAVD 88
 KV1254
 KV1254  VERT ORDER      -  SECOND    CLASS 0
 KV1254
 KV1254.The horizontal coordinates were scaled from a map and have
 KV1254.an estimated accuracy of +/- 6 seconds.
 KV1254
 KV1254.The orthometric height was determined by differential leveling and
 KV1254.adjusted by the NATIONAL GEODETIC SURVEY
 KV1254.in June 1991.
 KV1254
 KV1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1254.GEOID18 height accuracy estimate available here.
 KV1254
 KV1254.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL005116(NAD 83)
 KV1254
 KV1254                          SUPERSEDED SURVEY CONTROL
 KV1254
 KV1254  NGVD 29 (11/26/84)  127.850  (m)          419.45   (f) ADJUSTED    2 0
 KV1254
 KV1254.Superseded values are not recommended for survey control.
 KV1254
 KV1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1254.See file dsdata.pdf to determine how the superseded data were derived.
 KV1254
 KV1254_MARKER: DD = SURVEY DISK
 KV1254_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV1254_STAMPING: 2564
 KV1254_MARK LOGO: CGS+SS
 KV1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1254
 KV1254  HISTORY     - Date     Condition        Report By
 KV1254  HISTORY     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 KV1574 ***********************************************************************
 KV1574  DESIGNATION -  2596
 KV1574  PID         -  KV1574
 KV1574  STATE/COUNTY-  NJ/WARREN
 KV1574  COUNTRY     -  US
 KV1574  USGS QUAD   -  EASTON (2019)
 KV1574
 KV1574                         *CURRENT SURVEY CONTROL
 KV1574  ______________________________________________________________________
 KV1574* NAD 83(1996) POSITION- 40 41 40.29763(N) 075 11 55.13227(W)   ADJUSTED
 KV1574* NAVD 88 ORTHO HEIGHT -    96.284 (meters)      315.89  (feet) ADJUSTED
 KV1574  ______________________________________________________________________
 KV1574  GEOID HEIGHT    -        -34.063 (meters)                     GEOID18
 KV1574  LAPLACE CORR    -          3.11  (seconds)                    DEFLEC18
 KV1574  DYNAMIC HEIGHT  -         96.239 (meters)      315.74  (feet) COMP
 KV1574  MODELED GRAVITY -    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 and
 KV1574.adjusted by the NATIONAL GEODETIC SURVEY
 KV1574.in June 1991.
 KV1574
 KV1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1574.GEOID18 height accuracy estimate available here.
 KV1574
 KV1574.Click photographs - Photos may exist for this station.
 KV1574
 KV1574.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8321604866(NAD 83)
 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              95.51   (m)          313.4    (f) LEVELING    3  
 KV1574  NGVD 29 (11/26/84)   96.510  (m)          316.63   (f) ADJUSTED    2 0
 KV1574
 KV1574.Superseded values are not recommended for survey control.
 KV1574
 KV1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1574.See file dsdata.pdf to determine how the superseded data were derived.
 KV1574
 KV1574_MARKER: DD = SURVEY DISK
 KV1574_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1574_SP_SET: CATCH BASIN
 KV1574_STAMPING: 2596
 KV1574_MARK LOGO: NJGS
 KV1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1574+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2007
 KV1574
 KV1574  HISTORY     - Date     Condition        Report By
 KV1574  HISTORY     - 1960     MONUMENTED       NJGS
 KV1574  HISTORY     - 1960     GOOD             CGS
 KV1574  HISTORY     - 20070520 GOOD             GEOCAC
 KV1574
 KV1574                          STATION DESCRIPTION
 KV1574
 KV1574'DESCRIBED BY NEW JERSEY 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.
 KV1574
 KV1574                          STATION RECOVERY (2007)
 KV1574
 KV1574'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV1574'COORDINATES AND DESCRIPTION GOOD.  MORRIS STREET HAS BEEN REPAVED.
 KV1574'STATION IS LOCATED AT THE BOTTOM OF A FOUR INCH HOLE IN THE ASPHALT
 KV1574'PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0811 ***********************************************************************
 KU0811  DESIGNATION -  26.33
 KU0811  PID         -  KU0811
 KU0811  STATE/COUNTY-  NJ/MONMOUTH
 KU0811  COUNTRY     -  US
 KU0811  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0811
 KU0811                         *CURRENT SURVEY CONTROL
 KU0811  ______________________________________________________________________
 KU0811* NAD 83(1986) POSITION- 40 17 00.     (N) 073 59 22.     (W)   SCALED
 KU0811* NAVD 88 ORTHO HEIGHT -     7.633 (meters)       25.04  (feet) POSTED
 KU0811  ______________________________________________________________________
 KU0811  GEOID HEIGHT    -        -32.752 (meters)                     GEOID18
 KU0811  DYNAMIC HEIGHT  -          7.63  (meters)       25.0   (feet) COMP
 KU0811  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 KU0811
 KU0811  VERT ORDER      -  * POSTED, SEE BELOW
 KU0811
 KU0811.The horizontal coordinates were scaled from a 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
 KU0811.* This is a POSTED BENCH MARK height.
 KU0811
 KU0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0811.GEOID18 height accuracy estimate available here.
 KU0811
 KU0811.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859596(NAD 83)
 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
 KU0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0811.See file dsdata.pdf to determine how the superseded data were derived.
 KU0811
 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             CGS
 KU0811  HISTORY     - 1964     MARK NOT FOUND   CGS
 KU0811  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 KU0811  HISTORY     - 20080421 MARK NOT FOUND   NJGS
 KU0811
 KU0811                          STATION DESCRIPTION
 KU0811
 KU0811'DESCRIBED BY COAST AND 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 COAST AND 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.
 KU0811
 KU0811                          STATION RECOVERY (2008)
 KU0811
 KU0811'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KU0811'THE RAILROAD STATION IS GONE.  THE MARK WAS NOT FOUND
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0660 ***********************************************************************
 KV0660  DESIGNATION -  261.04 ELRR
 KV0660  PID         -  KV0660
 KV0660  STATE/COUNTY-  NJ/MORRIS
 KV0660  COUNTRY     -  US
 KV0660  USGS QUAD   -  MORRISTOWN (2016)
 KV0660
 KV0660                         *CURRENT SURVEY CONTROL
 KV0660  ______________________________________________________________________
 KV0660* NAD 83(1986) POSITION- 40 45 22.     (N) 074 24 53.     (W)   SCALED
 KV0660* NAVD 88 ORTHO HEIGHT -    79.336 (meters)      260.29  (feet) ADJUSTED
 KV0660  ______________________________________________________________________
 KV0660  GEOID HEIGHT    -        -32.834 (meters)                     GEOID18
 KV0660  DYNAMIC HEIGHT  -         79.301 (meters)      260.17  (feet) COMP
 KV0660  MODELED GRAVITY -    980,187.5   (mgal)                       NAVD 88
 KV0660
 KV0660  VERT ORDER      -  SECOND    CLASS 0
 KV0660
 KV0660.The horizontal coordinates were scaled from a map and have
 KV0660.an estimated accuracy of +/- 6 seconds.
 KV0660
 KV0660.The orthometric height was determined by differential leveling and
 KV0660.adjusted by the NATIONAL GEODETIC SURVEY
 KV0660.in June 1991.
 KV0660
 KV0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0660.GEOID18 height accuracy estimate available here.
 KV0660
 KV0660.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL494118(NAD 83)
 KV0660
 KV0660                          SUPERSEDED SURVEY CONTROL
 KV0660
 KV0660  NGVD 29 (11/26/84)   79.626  (m)          261.24   (f) ADJUSTED    2 0
 KV0660
 KV0660.Superseded values are not recommended for survey control.
 KV0660
 KV0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0660.See file dsdata.pdf to determine how the superseded data were derived.
 KV0660
 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 = JULY 24, 2026 22:12:30 EDT
 DM5989 ***********************************************************************
 DM5989  DESIGNATION -  2610
 DM5989  PID         -  DM5989
 DM5989  STATE/COUNTY-  NJ/OCEAN
 DM5989  COUNTRY     -  US
 DM5989  USGS QUAD   -  TOMS RIVER (2019)
 DM5989
 DM5989                         *CURRENT SURVEY CONTROL
 DM5989  ______________________________________________________________________
 DM5989* NAD 83(1986) POSITION- 39 57 14.     (N) 074 09 44.     (W)   SCALED
 DM5989* NAVD 88 ORTHO HEIGHT -    10.675 (meters)       35.02  (feet) ADJUSTED
 DM5989  ______________________________________________________________________
 DM5989  GEOID HEIGHT    -        -33.044 (meters)                     GEOID18
 DM5989  DYNAMIC HEIGHT  -         10.670 (meters)       35.01  (feet) COMP
 DM5989  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 DM5989
 DM5989  VERT ORDER      -  FIRST     CLASS II
 DM5989
 DM5989.The horizontal coordinates were scaled from a map and have
 DM5989.an estimated accuracy of +/- 6 seconds.
 DM5989
 DM5989.The orthometric height was determined by differential leveling and
 DM5989.adjusted by the NATIONAL GEODETIC SURVEY
 DM5989.in May 2011.
 DM5989
 DM5989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5989.GEOID18 height accuracy estimate available here.
 DM5989
 DM5989.Click photographs - Photos may exist for this station.
 DM5989
 DM5989.The dynamic height is computed by dividing the NAVD 88
 DM5989.geopotential number by the normal gravity value computed on the
 DM5989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5989.degrees latitude (g = 980.6199 gals.).
 DM5989
 DM5989.The modeled gravity was interpolated from observed gravity values.
 DM5989
 DM5989;                    North         East    Units  Estimated Accuracy
 DM5989;SPC NJ       -   124,450.      178,860.      MT  (+/- 180 meters Scaled)
 DM5989
 DM5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK715229(NAD 83)
 DM5989
 DM5989                          SUPERSEDED SURVEY CONTROL
 DM5989
 DM5989.No superseded survey control is available for this station.
 DM5989
 DM5989_MARKER: DD = SURVEY DISK
 DM5989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5989_STAMPING: 2610
 DM5989_MARK LOGO: NJDCED
 DM5989_PROJECTION: RECESSED 61 CENTIMETERS
 DM5989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5989+STABILITY: SURFACE MOTION
 DM5989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5989+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 DM5989
 DM5989  HISTORY     - Date     Condition        Report By
 DM5989  HISTORY     - UNK      MONUMENTED       NJDCED
 DM5989  HISTORY     - 20070707 GOOD             NJGS
 DM5989
 DM5989                          STATION DESCRIPTION
 DM5989
 DM5989'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM5989'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, LOCATED IN THE
 DM5989'TRIANGULAR GRASSY ISLAND BETWEEN NJ ROUTE 37 EAST BOUND AND WASHINGTON
 DM5989'STREET.
 DM5989'
 DM5989'THE STATION IS 4.8 M (15.7 FT) NORTHEAST OF THE NORTH CURB OF
 DM5989'WASHINGTON STREET, 5.9 M (19.4 FT) SOUTHWEST OF THE SOUTH CURB OF
 DM5989'ROUTE 37 EAST BOUND, 11.9 M (39.0 FT) EAST OF POLE 45242, 0.5 M (1.6
 DM5989'FT) WEST-SOUTHWEST OF A WITNESS POST, 115.4 FT (35.2 M) WEST OF THE
 DM5989'EAST NOSE OF CURB FOR ROUTE 37 AND WASHINGTON STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5993 ***********************************************************************
 DM5993  DESIGNATION -  2612
 DM5993  PID         -  DM5993
 DM5993  STATE/COUNTY-  NJ/OCEAN
 DM5993  COUNTRY     -  US
 DM5993  USGS QUAD   -  TOMS RIVER (2019)
 DM5993
 DM5993                         *CURRENT SURVEY CONTROL
 DM5993  ______________________________________________________________________
 DM5993* NAD 83(1986) POSITION- 39 57 05.     (N) 074 08 55.     (W)   SCALED
 DM5993* NAVD 88 ORTHO HEIGHT -    10.993 (meters)       36.07  (feet) ADJUSTED
 DM5993  ______________________________________________________________________
 DM5993  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 DM5993  DYNAMIC HEIGHT  -         10.988 (meters)       36.05  (feet) COMP
 DM5993  MODELED GRAVITY -    980,161.5   (mgal)                       NAVD 88
 DM5993
 DM5993  VERT ORDER      -  FIRST     CLASS II
 DM5993
 DM5993.The horizontal coordinates were scaled from a map and have
 DM5993.an estimated accuracy of +/- 6 seconds.
 DM5993
 DM5993.The orthometric height was determined by differential leveling and
 DM5993.adjusted by the NATIONAL GEODETIC SURVEY
 DM5993.in May 2011.
 DM5993
 DM5993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5993.GEOID18 height accuracy estimate available here.
 DM5993
 DM5993.Click photographs - Photos may exist for this station.
 DM5993
 DM5993.The dynamic height is computed by dividing the NAVD 88
 DM5993.geopotential number by the normal gravity value computed on the
 DM5993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5993.degrees latitude (g = 980.6199 gals.).
 DM5993
 DM5993.The modeled gravity was interpolated from observed gravity values.
 DM5993
 DM5993;                    North         East    Units  Estimated Accuracy
 DM5993;SPC NJ       -   124,180.      180,030.      MT  (+/- 180 meters Scaled)
 DM5993
 DM5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK727227(NAD 83)
 DM5993
 DM5993                          SUPERSEDED SURVEY CONTROL
 DM5993
 DM5993.No superseded survey control is available for this station.
 DM5993
 DM5993_MARKER: DD = SURVEY DISK
 DM5993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5993_STAMPING: 2612
 DM5993_MARK LOGO: NJDCED
 DM5993_PROJECTION: FLUSH
 DM5993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5993+STABILITY: SURFACE MOTION
 DM5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5993+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 DM5993
 DM5993  HISTORY     - Date     Condition        Report By
 DM5993  HISTORY     - UNK      MONUMENTED       NJDCED
 DM5993  HISTORY     - 20070707 GOOD             NJGS
 DM5993
 DM5993                          STATION DESCRIPTION
 DM5993
 DM5993'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM5993'THE STATION IS LOCATED IN DOVER TOWNSHIP, ISLAND HEIGHTS, AT THE
 DM5993'SOUTHWEST CORNER OF EASTBOUND LANES OF NJ STATE HIGHWAY 37 AT THE
 DM5993'JUNCTION WITH CENTRAL AVENUE, IN FRONT OF A ONE STORY BLOCK BUILDING
 DM5993'(MAB PAINT STORE).
 DM5993'
 DM5993'THE STATION IS ABOUT 0.25 MI (0.4 KM) EAST OF THE JUNCTION OF HIGHWAY
 DM5993'37 AND VAUGHN/WEST END AVENUES, 8.8 M (28.9 FT) WEST OF THE CENTERLINE
 DM5993'OF CENTRAL AVENUE, 10.4 M (34.1 FT) NORTHWEST OF POLE NUMBER 45001-IH,
 DM5993'1.9 M (6.2 FT) SOUTHEAST OF POLE NUMBER JC 115 IH, 0.8 M (2.6 FT)
 DM5993'SOUTHWEST FROM THE CURB RETURN OF CENTRAL AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5977 ***********************************************************************
 DM5977  DESIGNATION -  2616
 DM5977  PID         -  DM5977
 DM5977  STATE/COUNTY-  NJ/OCEAN
 DM5977  COUNTRY     -  US
 DM5977  USGS QUAD   -  TOMS RIVER (2019)
 DM5977
 DM5977                         *CURRENT SURVEY CONTROL
 DM5977  ______________________________________________________________________
 DM5977* NAD 83(1986) POSITION- 39 57 07.     (N) 074 11 11.     (W)   SCALED
 DM5977* NAVD 88 ORTHO HEIGHT -     8.519 (meters)       27.95  (feet) ADJUSTED
 DM5977  ______________________________________________________________________
 DM5977  GEOID HEIGHT    -        -33.028 (meters)                     GEOID18
 DM5977  DYNAMIC HEIGHT  -          8.515 (meters)       27.94  (feet) COMP
 DM5977  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM5977
 DM5977  VERT ORDER      -  FIRST     CLASS II
 DM5977
 DM5977.The horizontal coordinates were scaled from a map and have
 DM5977.an estimated accuracy of +/- 6 seconds.
 DM5977
 DM5977.The orthometric height was determined by differential leveling and
 DM5977.adjusted by the NATIONAL GEODETIC SURVEY
 DM5977.in May 2011.
 DM5977
 DM5977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5977.GEOID18 height accuracy estimate available here.
 DM5977
 DM5977.Click photographs - Photos may exist for this station.
 DM5977
 DM5977.The dynamic height is computed by dividing the NAVD 88
 DM5977.geopotential number by the normal gravity value computed on the
 DM5977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5977.degrees latitude (g = 980.6199 gals.).
 DM5977
 DM5977.The modeled gravity was interpolated from observed gravity values.
 DM5977
 DM5977;                    North         East    Units  Estimated Accuracy
 DM5977;SPC NJ       -   124,230.      176,800.      MT  (+/- 180 meters Scaled)
 DM5977
 DM5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK694227(NAD 83)
 DM5977
 DM5977                          SUPERSEDED SURVEY CONTROL
 DM5977
 DM5977.No superseded survey control is available for this station.
 DM5977
 DM5977_MARKER: DD = SURVEY DISK
 DM5977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5977_STAMPING: 2616
 DM5977_MARK LOGO: NJDCED
 DM5977_PROJECTION: FLUSH
 DM5977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5977+STABILITY: SURFACE MOTION
 DM5977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5977+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DM5977
 DM5977  HISTORY     - Date     Condition        Report By
 DM5977  HISTORY     - UNK      MONUMENTED       NJDCED
 DM5977  HISTORY     - 20060803 GOOD             NJGS
 DM5977
 DM5977                          STATION DESCRIPTION
 DM5977
 DM5977'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DM5977'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, ON THE SOUTH
 DM5977'SIDE OF WASHINGTON STREET, 84.0 M (275.6 FT) EAST OF THE CENTERLINE OF
 DM5977'MAGNOLIA AVENUE.
 DM5977'
 DM5977'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 166 AND WASHINGTON
 DM5977'STREET IN TOMS RIVER, GO ABOUT 0.6 MI (1.0 KM) EAST ON WASHINGTON
 DM5977'STREET TO THE STATION ON THE RIGHT.
 DM5977'
 DM5977'IT IS 6.7 M (22.0 FT) SOUTH OF THE CENTERLINE OF WASHINGTON STREET,
 DM5977'17.4 M (57.1 FT) EAST OF THE EXTENDED CENTERLINE OF CENTRAL AVENUE,
 DM5977'0.9 M (3.0 FT) EAST OF THE CENTERLINE OF THE SIDEWALK LEADING TO THE
 DM5977'CHRISTIAN COMMUNITY CENTER PARISH HOUSE, 25.9 M (85.0 FT) NORTHEAST OF
 DM5977'NSRS BENCH MARK R 68, 14.7 M (48.2 FT) SOUTHEAST AND ACROSS THE STREET
 DM5977'FROM POLE NUMBER 45189DV.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5978 ***********************************************************************
 DM5978  DESIGNATION -  2617
 DM5978  PID         -  DM5978
 DM5978  STATE/COUNTY-  NJ/OCEAN
 DM5978  COUNTRY     -  US
 DM5978  USGS QUAD   -  TOMS RIVER (2019)
 DM5978
 DM5978                         *CURRENT SURVEY CONTROL
 DM5978  ______________________________________________________________________
 DM5978* NAD 83(1986) POSITION- 39 57 09.     (N) 074 10 58.     (W)   SCALED
 DM5978* NAVD 88 ORTHO HEIGHT -    13.133 (meters)       43.09  (feet) ADJUSTED
 DM5978  ______________________________________________________________________
 DM5978  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 DM5978  DYNAMIC HEIGHT  -         13.127 (meters)       43.07  (feet) COMP
 DM5978  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 DM5978
 DM5978  VERT ORDER      -  FIRST     CLASS II
 DM5978
 DM5978.The horizontal coordinates were scaled from a map and have
 DM5978.an estimated accuracy of +/- 6 seconds.
 DM5978
 DM5978.The orthometric height was determined by differential leveling and
 DM5978.adjusted by the NATIONAL GEODETIC SURVEY
 DM5978.in May 2011.
 DM5978
 DM5978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5978.GEOID18 height accuracy estimate available here.
 DM5978
 DM5978.Click photographs - Photos may exist for this station.
 DM5978
 DM5978.The dynamic height is computed by dividing the NAVD 88
 DM5978.geopotential number by the normal gravity value computed on the
 DM5978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5978.degrees latitude (g = 980.6199 gals.).
 DM5978
 DM5978.The modeled gravity was interpolated from observed gravity values.
 DM5978
 DM5978;                    North         East    Units  Estimated Accuracy
 DM5978;SPC NJ       -   124,290.      177,110.      MT  (+/- 180 meters Scaled)
 DM5978
 DM5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK698228(NAD 83)
 DM5978
 DM5978                          SUPERSEDED SURVEY CONTROL
 DM5978
 DM5978.No superseded survey control is available for this station.
 DM5978
 DM5978_MARKER: DD = SURVEY DISK
 DM5978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5978_STAMPING: 2617
 DM5978_MARK LOGO: NJGS
 DM5978_PROJECTION: FLUSH
 DM5978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5978+STABILITY: SURFACE MOTION
 DM5978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5978+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 DM5978
 DM5978  HISTORY     - Date     Condition        Report By
 DM5978  HISTORY     - UNK      MONUMENTED       NJDCED
 DM5978  HISTORY     - 20070707 GOOD             NJGS
 DM5978
 DM5978                          STATION DESCRIPTION
 DM5978
 DM5978'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM5978'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, ON THE NORTH
 DM5978'SIDE OF WASHINGTON STREET, BETWEEN THE CURB AND SIDEWALK.
 DM5978'
 DM5978'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 166 AND WASHINGTON
 DM5978'STREET IN TOMS RIVER, GO ABOUT 0.8 MI (1.3 KM) EAST ON WASHINGTON
 DM5978'STREET TO THE STATION ON THE LEFT.
 DM5978'
 DM5978'THE STATION IS IN FRONT OF HOUSE NUMBER 424 AND ACROSS THE ROAD FROM
 DM5978'THE TOMS RIVER COUNTY CLUB.
 DM5978'
 DM5978'IT IS 34.4 M (112.9 FT) EAST OF POLE NUMBER 45196, 1.2 M (3.9 FT) WEST
 DM5978'OF POLE NUMBER 45197, 6.6 M (21.7 FT) NORTH OF THE CENTERLINE OF
 DM5978'WASHINGTON STREET, 0.1 M (0.3 FT) NORTH OF THE NORTH CURB OF
 DM5978'WASHINGTON STREET, 19.9 M (65.3 FT) EAST OF THE CENTERLINE OF THE
 DM5978'DRIVEWAY LEADING TO HOUSE NUMBER 422.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5987 ***********************************************************************
 DM5987  DESIGNATION -  2619
 DM5987  PID         -  DM5987
 DM5987  STATE/COUNTY-  NJ/OCEAN
 DM5987  COUNTRY     -  US
 DM5987  USGS QUAD   -  TOMS RIVER (2019)
 DM5987
 DM5987                         *CURRENT SURVEY CONTROL
 DM5987  ______________________________________________________________________
 DM5987* NAD 83(1986) POSITION- 39 57 10.78   (N) 074 10 21.04   (W)   HD_HELD1
 DM5987* NAVD 88 ORTHO HEIGHT -    13.637 (meters)       44.74  (feet) ADJUSTED
 DM5987  ______________________________________________________________________
 DM5987  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 DM5987  DYNAMIC HEIGHT  -         13.630 (meters)       44.72  (feet) COMP
 DM5987  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 DM5987
 DM5987  VERT ORDER      -  FIRST     CLASS II
 DM5987
 DM5987.The horizontal coordinates were determined by differentially corrected
 DM5987.hand held GPS observations or other comparable positioning techniques
 DM5987.and have an estimated accuracy of +/- 3 meters.
 DM5987
 DM5987.The orthometric height was determined by differential leveling and
 DM5987.adjusted by the NATIONAL GEODETIC SURVEY
 DM5987.in May 2011.
 DM5987
 DM5987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5987.GEOID18 height accuracy estimate available here.
 DM5987
 DM5987.Click photographs - Photos may exist for this station.
 DM5987
 DM5987.The dynamic height is computed by dividing the NAVD 88
 DM5987.geopotential number by the normal gravity value computed on the
 DM5987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5987.degrees latitude (g = 980.6199 gals.).
 DM5987
 DM5987.The modeled gravity was interpolated from observed gravity values.
 DM5987
 DM5987;                    North         East    Units  Estimated Accuracy
 DM5987;SPC NJ       -   124,347.1     177,981.9     MT  (+/- 3 meters HH1 GPS) 
 DM5987
 DM5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7068322867(NAD 83)
 DM5987
 DM5987                          SUPERSEDED SURVEY CONTROL
 DM5987
 DM5987.No superseded survey control is available for this station.
 DM5987
 DM5987_MARKER: DD = SURVEY DISK
 DM5987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5987_STAMPING: 2619
 DM5987_MARK LOGO: NJDCED
 DM5987_PROJECTION: FLUSH
 DM5987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5987+STABILITY: SURFACE MOTION
 DM5987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5987+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2019
 DM5987
 DM5987  HISTORY     - Date     Condition        Report By
 DM5987  HISTORY     - UNK      MONUMENTED       NJDCED
 DM5987  HISTORY     - 20070707 GOOD             NJGS
 DM5987  HISTORY     - 20191213 GOOD             NJGS
 DM5987
 DM5987                          STATION DESCRIPTION
 DM5987
 DM5987'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM5987'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, ON THE SOUTHEAST
 DM5987'SIDE OF THE JUNCTION OF WASHINGTON STREET AND HOLLY STREET.
 DM5987'
 DM5987'THE STATION IS ABOUT 1.0 FT (0.3 M) SOUTH OF THE SOUTH CURB OF
 DM5987'WASHINGTON STREET, 6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF
 DM5987'WASHINGTON STREET, 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF HOLLY
 DM5987'STREET, 26.9 M (88.3 FT) EAST OF POLE NUMBER 45220DV, 18.6 M (61.0 FT)
 DM5987'WEST OF POLE NUMBER 45221DV, IN FRONT OF HOUSE NUMBER 711 (2 STORY
 DM5987'FRAME).
 DM5987
 DM5987                          STATION RECOVERY (2019)
 DM5987
 DM5987'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DM5987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0667 ***********************************************************************
 KV0667  DESIGNATION -  262.83 ELRR
 KV0667  PID         -  KV0667
 KV0667  STATE/COUNTY-  NJ/UNION
 KV0667  COUNTRY     -  US
 KV0667  USGS QUAD   -  CHATHAM (2019)
 KV0667
 KV0667                         *CURRENT SURVEY CONTROL
 KV0667  ______________________________________________________________________
 KV0667* NAD 83(1986) POSITION- 40 43 07.     (N) 074 23 18.     (W)   SCALED
 KV0667* NAVD 88 ORTHO HEIGHT -    79.919 (meters)      262.20  (feet) ADJUSTED
 KV0667  ______________________________________________________________________
 KV0667  GEOID HEIGHT    -        -32.814 (meters)                     GEOID18
 KV0667  DYNAMIC HEIGHT  -         79.884 (meters)      262.09  (feet) COMP
 KV0667  MODELED GRAVITY -    980,184.3   (mgal)                       NAVD 88
 KV0667
 KV0667  VERT ORDER      -  SECOND    CLASS 0
 KV0667
 KV0667.The horizontal coordinates were scaled from a map and have
 KV0667.an estimated accuracy of +/- 6 seconds.
 KV0667
 KV0667.The orthometric height was determined by differential leveling and
 KV0667.adjusted by the NATIONAL GEODETIC SURVEY
 KV0667.in June 1991.
 KV0667
 KV0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0667.GEOID18 height accuracy estimate available here.
 KV0667
 KV0667.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL516077(NAD 83)
 KV0667
 KV0667                          SUPERSEDED SURVEY CONTROL
 KV0667
 KV0667  NGVD 29 (11/26/84)   80.214  (m)          263.17   (f) ADJUSTED    2 0
 KV0667
 KV0667.Superseded values are not recommended for survey control.
 KV0667
 KV0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0667.See file dsdata.pdf to determine how the superseded data were derived.
 KV0667
 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 = JULY 24, 2026 22:12:30 EDT
 DM5988 ***********************************************************************
 DM5988  DESIGNATION -  2620
 DM5988  PID         -  DM5988
 DM5988  STATE/COUNTY-  NJ/OCEAN
 DM5988  COUNTRY     -  US
 DM5988  USGS QUAD   -  TOMS RIVER (2019)
 DM5988
 DM5988                         *CURRENT SURVEY CONTROL
 DM5988  ______________________________________________________________________
 DM5988* NAD 83(1986) POSITION- 39 57 14.     (N) 074 10 01.     (W)   SCALED
 DM5988* NAVD 88 ORTHO HEIGHT -     4.317 (meters)       14.16  (feet) ADJUSTED
 DM5988  ______________________________________________________________________
 DM5988  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 DM5988  DYNAMIC HEIGHT  -          4.315 (meters)       14.16  (feet) COMP
 DM5988  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 DM5988
 DM5988  VERT ORDER      -  FIRST     CLASS II
 DM5988
 DM5988.The horizontal coordinates were scaled from a map and have
 DM5988.an estimated accuracy of +/- 6 seconds.
 DM5988
 DM5988.The orthometric height was determined by differential leveling and
 DM5988.adjusted by the NATIONAL GEODETIC SURVEY
 DM5988.in May 2011.
 DM5988
 DM5988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5988.GEOID18 height accuracy estimate available here.
 DM5988
 DM5988.Click photographs - Photos may exist for this station.
 DM5988
 DM5988.The dynamic height is computed by dividing the NAVD 88
 DM5988.geopotential number by the normal gravity value computed on the
 DM5988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5988.degrees latitude (g = 980.6199 gals.).
 DM5988
 DM5988.The modeled gravity was interpolated from observed gravity values.
 DM5988
 DM5988;                    North         East    Units  Estimated Accuracy
 DM5988;SPC NJ       -   124,450.      178,460.      MT  (+/- 180 meters Scaled)
 DM5988
 DM5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK711229(NAD 83)
 DM5988
 DM5988                          SUPERSEDED SURVEY CONTROL
 DM5988
 DM5988.No superseded survey control is available for this station.
 DM5988
 DM5988_MARKER: DD = SURVEY DISK
 DM5988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5988_STAMPING: 2620
 DM5988_MARK LOGO: NJDCED
 DM5988_PROJECTION: FLUSH
 DM5988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5988+STABILITY: SURFACE MOTION
 DM5988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5988+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 DM5988
 DM5988  HISTORY     - Date     Condition        Report By
 DM5988  HISTORY     - UNK      MONUMENTED       NJDCED
 DM5988  HISTORY     - 20070707 GOOD             NJGS
 DM5988
 DM5988                          STATION DESCRIPTION
 DM5988
 DM5988'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM5988'THE STATION IS LOCATED IN DOVER TOWNSHIP, TOMS RIVER, ABOUT 0.1 MI
 DM5988'(0.16 KM) EAST ALONG WASHINGTON STREET FROM THE JUNCTION WITH HAINES
 DM5988'STREET.
 DM5988'
 DM5988'THE STATION IS 6.5 M (21.3 FT) NORTH OF THE CENTERLINE OF WASHINGTON
 DM5988'STREET, 18.3 M (60.0 FT) EAST OF POLE NUMBER 45233, 23.4 M (76.8 FT)
 DM5988'WEST OF POLE NUMBER 40212DV, 0.6 M (2.0 FT) NORTH OF THE NORTH EDGE OF
 DM5988'PAVING OF THE WEST BOUND LANES OF WASHINGTON STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1520 ***********************************************************************
 KV1520  DESIGNATION -  263.3 CNJRR
 KV1520  PID         -  KV1520
 KV1520  STATE/COUNTY-  NJ/WARREN
 KV1520  COUNTRY     -  US
 KV1520  USGS QUAD   -  EASTON (2019)
 KV1520
 KV1520                         *CURRENT SURVEY CONTROL
 KV1520  ______________________________________________________________________
 KV1520* NAD 83(1986) POSITION- 40 40 39.     (N) 075 10 13.     (W)   SCALED
 KV1520* NAVD 88 ORTHO HEIGHT -    80.048 (meters)      262.62  (feet) ADJUSTED
 KV1520  ______________________________________________________________________
 KV1520  GEOID HEIGHT    -        -34.051 (meters)                     GEOID18
 KV1520  DYNAMIC HEIGHT  -         80.010 (meters)      262.50  (feet) COMP
 KV1520  MODELED GRAVITY -    980,155.1   (mgal)                       NAVD 88
 KV1520
 KV1520  VERT ORDER      -  FIRST     CLASS II
 KV1520
 KV1520.The horizontal coordinates were scaled from a map and have
 KV1520.an estimated accuracy of +/- 6 seconds.
 KV1520
 KV1520.The orthometric height was determined by differential leveling and
 KV1520.adjusted by the NATIONAL GEODETIC SURVEY
 KV1520.in June 1991.
 KV1520
 KV1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1520.GEOID18 height accuracy estimate available here.
 KV1520
 KV1520.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL856029(NAD 83)
 KV1520
 KV1520                          SUPERSEDED SURVEY CONTROL
 KV1520
 KV1520  NGVD 29 (11/26/84)   80.259  (m)          263.32   (f) ADJUSTED    1 2
 KV1520
 KV1520.Superseded values are not recommended for survey control.
 KV1520
 KV1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1520.See file dsdata.pdf to determine how the superseded data were derived.
 KV1520
 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 = JULY 24, 2026 22:12:30 EDT
 KV7042 ***********************************************************************
 KV7042  DESIGNATION -  2638
 KV7042  PID         -  KV7042
 KV7042  STATE/COUNTY-  NJ/OCEAN
 KV7042  COUNTRY     -  US
 KV7042  USGS QUAD   -  POINT PLEASANT (2019)
 KV7042
 KV7042                         *CURRENT SURVEY CONTROL
 KV7042  ______________________________________________________________________
 KV7042* NAD 83(2011) POSITION- 40 03 10.26250(N) 074 02 51.99571(W)   ADJUSTED
 KV7042* NAD 83(2011) ELLIP HT-   -31.594 (meters)        (06/27/12)   ADJUSTED
 KV7042* NAD 83(2011) EPOCH   -  2010.00
 KV7042* NAVD 88 ORTHO HEIGHT -     1.392 (meters)        4.57  (feet) ADJUSTED
 KV7042  ______________________________________________________________________
 KV7042  GEOID HEIGHT    -        -33.049 (meters)                     GEOID18
 KV7042  NAD 83(2011) X  -  1,343,646.823 (meters)                     COMP
 KV7042  NAD 83(2011) Y  - -4,700,643.275 (meters)                     COMP
 KV7042  NAD 83(2011) Z  -  4,082,458.868 (meters)                     COMP
 KV7042  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 KV7042  DYNAMIC HEIGHT  -          1.392 (meters)        4.57  (feet) COMP
 KV7042  MODELED GRAVITY -    980,158.7   (mgal)                       NAVD 88
 KV7042
 KV7042  VERT ORDER      -  FIRST     CLASS II
 KV7042
 KV7042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7042  Standards:
 KV7042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7042  -------------------------------------------------------------------
 KV7042  NETWORK    0.42   0.82           0.18   0.16   0.42      0.01626162
 KV7042  -------------------------------------------------------------------
 KV7042  Click here for local accuracies and other accuracy information.
 KV7042
 KV7042.The horizontal coordinates were established by GPS observations
 KV7042.and adjusted by the National Geodetic Survey in June 2012.
 KV7042
 KV7042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7042.been affixed to the stable North American tectonic plate. See 
 KV7042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7042
 KV7042.The horizontal coordinates are valid at the epoch date displayed above
 KV7042.which is a decimal equivalence of Year/Month/Day.
 KV7042
 KV7042.The orthometric height was determined by differential leveling and
 KV7042.adjusted by the NATIONAL GEODETIC SURVEY
 KV7042.in September 2015.
 KV7042
 KV7042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7042.GEOID18 height accuracy estimate available here.
 KV7042
 KV7042.Click photographs - Photos may exist for this station.
 KV7042
 KV7042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7042
 KV7042.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7042
 KV7042.The ellipsoidal height was determined by GPS observations
 KV7042.and is referenced to NAD 83.
 KV7042
 KV7042.The dynamic height is computed by dividing the NAVD 88
 KV7042.geopotential number by the normal gravity value computed on the
 KV7042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV7042.degrees latitude (g = 980.6199 gals.).
 KV7042
 KV7042.The modeled gravity was interpolated from observed gravity values.
 KV7042
 KV7042. The following values were computed from the NAD 83(2011) position.
 KV7042
 KV7042;                    North         East     Units Scale Factor Converg.
 KV7042;SPC NJ       -   135,480.089   188,583.524   MT  0.99991832   +0 17 27.6
 KV7042;SPC NJ       -   444,487.59    618,711.11   sFT  0.99991832   +0 17 27.6
 KV7042;UTM  18      - 4,434,057.478   581,219.456   MT  0.99968121   +0 36 46.0
 KV7042
 KV7042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7042!SPC NJ       -   1.00000496  x   0.99991832  =   0.99992328
 KV7042!UTM  18      -   1.00000496  x   0.99968121  =   0.99968616
 KV7042
 KV7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8121934057(NAD 83)
 KV7042
 KV7042                          SUPERSEDED SURVEY CONTROL
 KV7042
 KV7042  NAD 83(2007)-  40 03 10.26289(N)    074 02 51.99615(W) AD(2002.00) 0
 KV7042  ELLIP H (02/10/07)  -31.584  (m)                       GP(2002.00)    
 KV7042  ELLIP H (10/23/02)  -31.571  (m)                       GP(       ) 4 1
 KV7042  NAD 83(1996)-  40 03 10.26257(N)    074 02 51.99562(W) AD(       ) 1
 KV7042  ELLIP H (05/14/99)  -31.591  (m)                       GP(       ) 4 1
 KV7042  NAD 83(1986)-  40 03 10.26350(N)    074 02 52.00043(W) AD(       ) 1
 KV7042  NAVD 88 (05/17/94)    1.5    (m)  GEOID93  model used  GPS OBS        
 KV7042
 KV7042.Superseded values are not recommended for survey control.
 KV7042
 KV7042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7042.See file dsdata.pdf to determine how the superseded data were derived.
 KV7042
 KV7042_MARKER: DB = BENCH MARK DISK
 KV7042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7042_STAMPING: 2638
 KV7042_MARK LOGO: CGS
 KV7042_PROJECTION: FLUSH
 KV7042_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - June 29, 2012
 KV7042
 KV7042  HISTORY     - Date     Condition        Report By
 KV7042  HISTORY     - 1945     MONUMENTED       USGS
 KV7042  HISTORY     - 19930426 GOOD             MCCRON
 KV7042  HISTORY     - 20120629 POOR             NJGS
 KV7042  HISTORY     - 20150518 POOR             BRICK
 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.
 KV7042
 KV7042                          STATION RECOVERY (2012)
 KV7042
 KV7042'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV7042'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.
 KV7042'
 KV7042'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF SEASIDE PARK,
 KV7042'2.6 MI (4.2 KM) SOUTH OF POINT PLEASANT BEACH AND 2.4 MI (3.9 KM)
 KV7042'SOUTH-SOUTHEAST OF POINT PLEASANT.
 KV7042'
 KV7042'THE STATION IS 4 FT (1.2 M) WEST FROM THE WEST CURB OF STATE HIGHWAY
 KV7042'35 AND 1.0 FT (0.3 M) NORTH FROM A METAL WITNESS POST WITH SIGN
 KV7042'ATTACHED.
 KV7042'
 KV7042'THE STATION HAS BEEN HIT BY UNKNOWN EQUIPMENT IN THE PAST AND IS
 KV7042'LEANING NOTICEABLY TO THE NORTH.
 KV7042'
 KV7042'THE ELEVATION WAS REESTABLISHED ON THE DATUM POINT.
 KV7042
 KV7042                          STATION RECOVERY (2015)
 KV7042
 KV7042'RECOVERY NOTE BY BRICK TOWNSHIP MUNICIPAL 2015 (CD)
 KV7042'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7043 ***********************************************************************
 KV7043  DESIGNATION -  2650
 KV7043  PID         -  KV7043
 KV7043  STATE/COUNTY-  NJ/OCEAN
 KV7043  COUNTRY     -  US
 KV7043  USGS QUAD   -  LAKEWOOD (2016)
 KV7043
 KV7043                         *CURRENT SURVEY CONTROL
 KV7043  ______________________________________________________________________
 KV7043* NAD 83(2011) POSITION- 40 03 25.56656(N) 074 09 07.12902(W)   ADJUSTED
 KV7043* NAD 83(2011) ELLIP HT-   -24.841 (meters)        (06/27/12)   ADJUSTED
 KV7043* NAD 83(2011) EPOCH   -  2010.00
 KV7043* NAVD 88 ORTHO HEIGHT -     8.15  (meters)       26.7   (feet) LEVELING
 KV7043  ______________________________________________________________________
 KV7043  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 KV7043  NAD 83(2011) X  -  1,335,014.016 (meters)                     COMP
 KV7043  NAD 83(2011) Y  - -4,702,791.946 (meters)                     COMP
 KV7043  NAD 83(2011) Z  -  4,082,824.514 (meters)                     COMP
 KV7043  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 KV7043  VERT ORDER      -  THIRD ?
 KV7043
 KV7043  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7043  Standards:
 KV7043         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7043            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7043  -------------------------------------------------------------------
 KV7043  NETWORK    0.59   1.14           0.27   0.20   0.58      0.16201257
 KV7043  -------------------------------------------------------------------
 KV7043  Click here for local accuracies and other accuracy information.
 KV7043
 KV7043.The horizontal coordinates were established by GPS observations
 KV7043.and adjusted by the National Geodetic Survey in June 2012.
 KV7043
 KV7043.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7043.been affixed to the stable North American tectonic plate. See 
 KV7043.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7043
 KV7043.The horizontal coordinates are valid at the epoch date displayed above
 KV7043.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7043.GEOID18 height accuracy estimate available here.
 KV7043
 KV7043.Click photographs - Photos may exist for this station.
 KV7043
 KV7043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7043
 KV7043.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7043
 KV7043.The ellipsoidal height was determined by GPS observations
 KV7043.and is referenced to NAD 83.
 KV7043
 KV7043. The following values were computed from the NAD 83(2011) position.
 KV7043
 KV7043;                    North         East     Units Scale Factor Converg.
 KV7043;SPC NJ       -   135,912.117   179,691.039   MT  0.99991085   +0 13 26.3
 KV7043;SPC NJ       -   445,905.00    589,536.35   sFT  0.99991085   +0 13 26.3
 KV7043;UTM  18      - 4,434,439.465   572,326.836   MT  0.99966440   +0 32 44.8
 KV7043
 KV7043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7043!SPC NJ       -   1.00000390  x   0.99991085  =   0.99991475
 KV7043!UTM  18      -   1.00000390  x   0.99966440  =   0.99966830
 KV7043
 KV7043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7232634439(NAD 83)
 KV7043
 KV7043                          SUPERSEDED SURVEY CONTROL
 KV7043
 KV7043  NAD 83(2007)-  40 03 25.56695(N)    074 09 07.12947(W) AD(2002.00) 0
 KV7043  ELLIP H (02/10/07)  -24.832  (m)                       GP(2002.00)    
 KV7043  ELLIP H (10/23/02)  -24.820  (m)                       GP(       ) 4 1
 KV7043  NAD 83(1996)-  40 03 25.56665(N)    074 09 07.12914(W) AD(       ) 1
 KV7043  ELLIP H (05/14/99)  -24.840  (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
 KV7043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7043.See file dsdata.pdf to determine how the superseded data were derived.
 KV7043
 KV7043_MARKER: DB = BENCH MARK DISK
 KV7043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20080208 MARK NOT FOUND   INDIV
 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.
 KV7043
 KV7043                          STATION RECOVERY (2008)
 KV7043
 KV7043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GLB)
 KV7043'NOT FOUND POSSIBLY DESTROYED DUE TO ROAD EXPANTION OF ROUT 70.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8752 ***********************************************************************
 AB8752  DESIGNATION -  2694
 AB8752  PID         -  AB8752
 AB8752  STATE/COUNTY-  NJ/BURLINGTON
 AB8752  COUNTRY     -  US
 AB8752  USGS QUAD   -  BROWNS MILLS (2019)
 AB8752
 AB8752                         *CURRENT SURVEY CONTROL
 AB8752  ______________________________________________________________________
 AB8752* NAD 83(2011) POSITION- 39 56 25.11497(N) 074 30 46.25538(W)   ADJUSTED
 AB8752* NAD 83(2011) ELLIP HT-    -3.698 (meters)        (06/27/12)   ADJUSTED
 AB8752* NAD 83(2011) EPOCH   -  2010.00
 AB8752* NAVD 88 ORTHO HEIGHT -    29.0   (meters)       95.    (feet) GPS OBS
 AB8752  ______________________________________________________________________
 AB8752  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8752  GEOID HEIGHT    -        -32.965 (meters)                     GEOID93
 AB8752  GEOID HEIGHT    -        -32.714 (meters)                     GEOID18
 AB8752  NAD 83(2011) X  -  1,307,598.002 (meters)                     COMP
 AB8752  NAD 83(2011) Y  - -4,719,155.345 (meters)                     COMP
 AB8752  NAD 83(2011) Z  -  4,072,903.902 (meters)                     COMP
 AB8752  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 AB8752
 AB8752  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8752  Standards:
 AB8752         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8752            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8752  -------------------------------------------------------------------
 AB8752  NETWORK    0.55   1.16           0.25   0.19   0.59      0.09167071
 AB8752  -------------------------------------------------------------------
 AB8752  Click here for local accuracies and other accuracy information.
 AB8752
 AB8752.The horizontal coordinates were established by GPS observations
 AB8752.and adjusted by the National Geodetic Survey in June 2012.
 AB8752
 AB8752.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8752.been affixed to the stable North American tectonic plate. See 
 AB8752.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8752
 AB8752.The horizontal coordinates are valid at the epoch date displayed above
 AB8752.which is a decimal equivalence of Year/Month/Day.
 AB8752
 AB8752.The orthometric height was determined by GPS observations and a
 AB8752.high-resolution geoid model.
 AB8752
 AB8752.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8752.GEOID18 height accuracy estimate available here.
 AB8752
 AB8752.Click photographs - Photos may exist for this station.
 AB8752
 AB8752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8752
 AB8752.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8752
 AB8752.The ellipsoidal height was determined by GPS observations
 AB8752.and is referenced to NAD 83.
 AB8752
 AB8752. The following values were computed from the NAD 83(2011) position.
 AB8752
 AB8752;                    North         East     Units Scale Factor Converg.
 AB8752;SPC NJ       -   122,887.495   148,901.954   MT  0.99990001   -0 00 29.7
 AB8752;SPC NJ       -   403,173.39    488,522.49   sFT  0.99990001   -0 00 29.7
 AB8752;UTM  18      - 4,421,245.805   541,619.361   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4161921245(NAD 83)
 AB8752
 AB8752                          SUPERSEDED SURVEY CONTROL
 AB8752
 AB8752  NAD 83(2007)-  39 56 25.11536(N)    074 30 46.25604(W) AD(2002.00) 0
 AB8752  ELLIP H (02/10/07)   -3.692  (m)                       GP(2002.00)    
 AB8752  ELLIP H (10/23/02)   -3.668  (m)                       GP(       ) 4 1
 AB8752  NAD 83(1996)-  39 56 25.11516(N)    074 30 46.25601(W) AD(       ) 1
 AB8752  ELLIP H (05/14/99)   -3.685  (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)   -3.717  (m)                       GP(       ) 2 1
 AB8752
 AB8752.Superseded values are not recommended for survey control.
 AB8752
 AB8752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8752.See file dsdata.pdf to determine how the superseded data were derived.
 AB8752
 AB8752_MARKER: DD = SURVEY DISK
 AB8752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8752_STAMPING: 2694
 AB8752_MARK LOGO: NJDCED
 AB8752_PROJECTION: RECESSED 5 CENTIMETERS
 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 - January 02, 2015
 AB8752
 AB8752  HISTORY     - Date     Condition        Report By
 AB8752  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8752  HISTORY     - 19951205 GOOD             TWT
 AB8752  HISTORY     - 20150102 GOOD             GEOCAC
 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.
 AB8752
 AB8752                          STATION RECOVERY (2015)
 AB8752
 AB8752'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 AB8752'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8753 ***********************************************************************
 AB8753  HT_MOD      -  This is a Height Modernization Survey Station.
 AB8753  DESIGNATION -  2698
 AB8753  PID         -  AB8753
 AB8753  STATE/COUNTY-  NJ/BURLINGTON
 AB8753  COUNTRY     -  US
 AB8753  USGS QUAD   -  BROWNS MILLS (2019)
 AB8753
 AB8753                         *CURRENT SURVEY CONTROL
 AB8753  ______________________________________________________________________
 AB8753* NAD 83(2011) POSITION- 39 55 32.90472(N) 074 32 05.49006(W)   ADJUSTED
 AB8753* NAD 83(2011) ELLIP HT-    -2.092 (meters)        (06/27/12)   ADJUSTED
 AB8753* NAD 83(2011) EPOCH   -  2010.00
 AB8753* NAVD 88 ORTHO HEIGHT -    30.64  (meters)      100.5   (feet) GPS OBS
 AB8753  ______________________________________________________________________
 AB8753  GEOID HEIGHT    -        -32.728 (meters)                     GEOID18
 AB8753  NAD 83(2011) X  -  1,306,061.037 (meters)                     COMP
 AB8753  NAD 83(2011) Y  - -4,720,654.698 (meters)                     COMP
 AB8753  NAD 83(2011) Z  -  4,071,670.164 (meters)                     COMP
 AB8753  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 AB8753
 AB8753  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8753  Standards:
 AB8753         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8753            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8753  -------------------------------------------------------------------
 AB8753  NETWORK    0.31   0.61           0.14   0.11   0.31     -0.04993586
 AB8753  -------------------------------------------------------------------
 AB8753  Click here for local accuracies and other accuracy information.
 AB8753
 AB8753.The horizontal coordinates were established by GPS observations
 AB8753.and adjusted by the National Geodetic Survey in June 2012.
 AB8753
 AB8753.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8753.been affixed to the stable North American tectonic plate. See 
 AB8753.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8753
 AB8753.The horizontal coordinates are valid at the epoch date displayed above
 AB8753.which is a decimal equivalence of Year/Month/Day.
 AB8753
 AB8753.The orthometric height was determined by GPS observations and a
 AB8753.high-resolution geoid model using precise GPS observation and
 AB8753.processing techniques.
 AB8753
 AB8753.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8753.GEOID18 height accuracy estimate available here.
 AB8753
 AB8753.Click photographs - Photos may exist for this station.
 AB8753
 AB8753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8753
 AB8753.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8753
 AB8753.The ellipsoidal height was determined by GPS observations
 AB8753.and is referenced to NAD 83.
 AB8753
 AB8753. The following values were computed from the NAD 83(2011) position.
 AB8753
 AB8753;                    North         East     Units Scale Factor Converg.
 AB8753;SPC NJ       -   121,277.859   147,020.390   MT  0.99990011   -0 01 20.5
 AB8753;SPC NJ       -   397,892.44    482,349.40   sFT  0.99990011   -0 01 20.5
 AB8753;UTM  18      - 4,419,626.108   539,747.367   MT  0.99961945   +0 17 54.7
 AB8753
 AB8753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8753!SPC NJ       -   1.00000033  x   0.99990011  =   0.99990044
 AB8753!UTM  18      -   1.00000033  x   0.99961945  =   0.99961978
 AB8753
 AB8753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3974719626(NAD 83)
 AB8753
 AB8753                          SUPERSEDED SURVEY CONTROL
 AB8753
 AB8753  NAD 83(2007)-  39 55 32.90512(N)    074 32 05.49071(W) AD(2002.00) 0
 AB8753  ELLIP H (02/10/07)   -2.086  (m)                       GP(2002.00)    
 AB8753  ELLIP H (10/23/02)   -2.063  (m)                       GP(       ) 4 1
 AB8753  NAD 83(1996)-  39 55 32.90490(N)    074 32 05.49070(W) AD(       ) 1
 AB8753  ELLIP H (05/14/99)   -2.081  (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)   -2.111  (m)                       GP(       ) 2 1
 AB8753  NAVD 88 (12/16/96)   30.6    (m)  GEOID93  model used  GPS OBS        
 AB8753
 AB8753.Superseded values are not recommended for survey control.
 AB8753
 AB8753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8753.See file dsdata.pdf to determine how the superseded data were derived.
 AB8753
 AB8753_MARKER: DD = SURVEY DISK
 AB8753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8753_STAMPING: 2698
 AB8753_MARK LOGO: NJDCED
 AB8753_PROJECTION: RECESSED 30 CENTIMETERS
 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 - April 15, 2025
 AB8753
 AB8753  HISTORY     - Date     Condition        Report By
 AB8753  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8753  HISTORY     - 19951130 GOOD             TWT
 AB8753  HISTORY     - 20150102 GOOD             GEOCAC
 AB8753  HISTORY     - 20250415 GOOD             NJGS
 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.
 AB8753
 AB8753                          STATION RECOVERY (2015)
 AB8753
 AB8753'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 AB8753'RECOVERED IN GOOD CONDITION.
 AB8753
 AB8753                          STATION RECOVERY (2025)
 AB8753
 AB8753'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 AB8753'THE MARK 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.
 AB8753'
 AB8753'TO 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 MOUNT.  MISERY ROAD AND
 AB8753'THE STATION ON THE RIGHT.
 AB8753'
 AB8753'THE MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 AB8753'
 AB8753'THE STATION IS 29.0 FT (8.8 M) SOUTH OF THE PHYSICAL CENTERLINE OF
 AB8753'STATE HIGHWAY ROUTE 70, 36.2 FT (11.0 M) WEST-NORTHWEST OF A UTILITY
 AB8753'POLE WITH AN OVERHEAD LIGHT AND NO NUMBER ON THE SOUTH SIDE OF STATE
 AB8753'HIGHWAY ROUTE 70 AND 65.0 FT (19.8 M) EAST-NORTHEAST OF THE NORTHERN
 AB8753'MOST POST OF A HIGHWAY SIGN FOR MOUNT MISERY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA9228 ***********************************************************************
 AA9228  SACS        -  This is a Secondary Airport Control Station.
 AA9228  DESIGNATION -  26N A
 AA9228  PID         -  AA9228
 AA9228  STATE/COUNTY-  NJ/CAPE MAY
 AA9228  COUNTRY     -  US
 AA9228  USGS QUAD   -  OCEAN CITY (2019)
 AA9228
 AA9228                         *CURRENT SURVEY CONTROL
 AA9228  ______________________________________________________________________
 AA9228* NAD 83(2011) POSITION- 39 15 57.09338(N) 074 36 13.14421(W)   ADJUSTED
 AA9228* NAD 83(2011) ELLIP HT-   -33.455 (meters)        (06/27/12)   ADJUSTED
 AA9228* NAD 83(2011) EPOCH   -  2010.00
 AA9228* NAVD 88 ORTHO HEIGHT -     1.195 (meters)        3.92  (feet) ADJUSTED
 AA9228  ______________________________________________________________________
 AA9228  GEOID HEIGHT    -        -34.647 (meters)                     GEOID18
 AA9228  NAD 83(2011) X  -  1,312,784.585 (meters)                     COMP
 AA9228  NAD 83(2011) Y  - -4,767,220.942 (meters)                     COMP
 AA9228  NAD 83(2011) Z  -  4,015,190.267 (meters)                     COMP
 AA9228  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 AA9228  DYNAMIC HEIGHT  -          1.194 (meters)        3.92  (feet) COMP
 AA9228  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 AA9228
 AA9228  VERT ORDER      -  FIRST     CLASS II
 AA9228
 AA9228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9228  Standards:
 AA9228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9228  -------------------------------------------------------------------
 AA9228  NETWORK    0.49   1.02           0.22   0.18   0.52     -0.02025770
 AA9228  -------------------------------------------------------------------
 AA9228  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9228
 AA9228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9228.been affixed to the stable North American tectonic plate. See 
 AA9228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9228
 AA9228.The horizontal coordinates are valid at the epoch date displayed above
 AA9228.which is a decimal equivalence of Year/Month/Day.
 AA9228
 AA9228.The orthometric height was determined by differential leveling and
 AA9228.adjusted by the NATIONAL GEODETIC SURVEY
 AA9228.in March 2001.
 AA9228
 AA9228.No vertical observational check was made to the station.
 AA9228
 AA9228.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9228.GEOID18 height accuracy estimate available here.
 AA9228
 AA9228.Click photographs - Photos may exist for this station.
 AA9228
 AA9228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9228
 AA9228.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9228
 AA9228.The ellipsoidal height was determined by GPS observations
 AA9228.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA9228
 AA9228;                    North         East     Units Scale Factor Converg.
 AA9228;SPC NJ       -    48,017.804   141,055.664   MT  0.99990098   -0 03 56.2
 AA9228;SPC NJ       -   157,538.41    462,780.12   sFT  0.99990098   -0 03 56.2
 AA9228;UTM  18      - 4,346,354.798   534,191.788   MT  0.99961439   +0 15 03.1
 AA9228
 AA9228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9228!SPC NJ       -   1.00000525  x   0.99990098  =   0.99990623
 AA9228!UTM  18      -   1.00000525  x   0.99961439  =   0.99961964
 AA9228
 AA9228:                Primary Azimuth Mark                     Grid Az
 AA9228:SPC NJ       -  26N B                                    226 17 36.8
 AA9228:UTM  18      -  26N B                                    225 58 37.5
 AA9228
 AA9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3419146354(NAD 83)
 AA9228
 AA9228|---------------------------------------------------------------------|
 AA9228| PID    Reference Object                     Distance      Geod. Az  |
 AA9228|                                                           dddmmss.s |
 AA9228| AA9226 26N B                               405.691 METERS 2261340.6 |
 AA9228|---------------------------------------------------------------------|
 AA9228
 AA9228                          SUPERSEDED SURVEY CONTROL
 AA9228
 AA9228  NAD 83(2007)-  39 15 57.09370(N)    074 36 13.14505(W) AD(2002.00) 0
 AA9228  ELLIP H (02/10/07)  -33.439  (m)                       GP(2002.00)    
 AA9228  ELLIP H (09/23/02)  -33.414  (m)                       GP(       ) 4 2
 AA9228  NAD 83(1992)-  39 15 57.09323(N)    074 36 13.14438(W) AD(       ) 1
 AA9228  ELLIP H (04/02/98)  -33.465  (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)  -33.439  (m)                       GP(       ) 4 2
 AA9228  NAVD 88 (04/02/98)    1.16   (m)  GEOID96  model used  GPS OBS        
 AA9228  NAVD 88 (11/30/95)    1.06   (m)  GEOID93  model used  GPS OBS        
 AA9228
 AA9228.Superseded values are not recommended for survey control.
 AA9228
 AA9228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9228.See file dsdata.pdf to determine how the superseded data were derived.
 AA9228
 AA9228_MARKER: F = FLANGE-ENCASED 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 - October 15, 2020
 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  HISTORY     - 20140801 GOOD             NJGS
 AA9228  HISTORY     - 20201015 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.
 AA9228
 AA9228                          STATION RECOVERY (2014)
 AA9228
 AA9228'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AA9228'RECOVERED IN GOOD CONDITION.
 AA9228'
 AA9228'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST
 AA9228'OF TUCKAHOE, 2.2 MI (3.5 KM) EAST OF MARMORA AND 1.7 MI (2.7 KM)
 AA9228'WEST-SOUTHWEST OF OCEAN CITY, IN OCEAN CITY.
 AA9228'
 AA9228'THE STATION IS 67.4 FT (20.5 M) NORTHWEST OF THE CENTERLINE OF THE
 AA9228'TAXIWAY, 80.5 FT (24.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AA9228'RUNWAY, 56 FT (17.1 M) WEST OF THE CENTER OF A RUNWAY LIGHT (E24),
 AA9228'79.6 FT (24.3 M) SOUTHWEST OF A RECTANGULAR RUNWAY LIGHT.
 AA9228
 AA9228                          STATION RECOVERY (2020)
 AA9228
 AA9228'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AA9228'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AA9226  USGS QUAD   -  OCEAN CITY (2019)
 AA9226
 AA9226                         *CURRENT SURVEY CONTROL
 AA9226  ______________________________________________________________________
 AA9226* NAD 83(2011) POSITION- 39 15 47.99262(N) 074 36 25.36391(W)   ADJUSTED
 AA9226* NAD 83(2011) ELLIP HT-   -33.865 (meters)        (06/27/12)   ADJUSTED
 AA9226* NAD 83(2011) EPOCH   -  2010.00
 AA9226* NAVD 88 ORTHO HEIGHT -     0.788 (meters)        2.59  (feet) ADJUSTED
 AA9226  ______________________________________________________________________
 AA9226  GEOID HEIGHT    -        -34.654 (meters)                     GEOID18
 AA9226  NAD 83(2011) X  -  1,312,549.225 (meters)                     COMP
 AA9226  NAD 83(2011) Y  - -4,767,469.657 (meters)                     COMP
 AA9226  NAD 83(2011) Z  -  4,014,972.714 (meters)                     COMP
 AA9226  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 AA9226  DYNAMIC HEIGHT  -          0.787 (meters)        2.58  (feet) COMP
 AA9226  MODELED GRAVITY -    980,095.5   (mgal)                       NAVD 88
 AA9226
 AA9226  VERT ORDER      -  FIRST     CLASS II
 AA9226
 AA9226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9226  Standards:
 AA9226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9226  -------------------------------------------------------------------
 AA9226  NETWORK    0.43   0.90           0.19   0.16   0.46     -0.03557894
 AA9226  -------------------------------------------------------------------
 AA9226  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9226
 AA9226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9226.been affixed to the stable North American tectonic plate. See 
 AA9226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9226
 AA9226.The horizontal coordinates are valid at the epoch date displayed above
 AA9226.which is a decimal equivalence of Year/Month/Day.
 AA9226
 AA9226.The orthometric height was determined by differential leveling and
 AA9226.adjusted by the NATIONAL GEODETIC SURVEY
 AA9226.in April 2015.
 AA9226
 AA9226.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9226.GEOID18 height accuracy estimate available here.
 AA9226
 AA9226.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AA9226
 AA9226.The ellipsoidal height was determined by GPS observations
 AA9226.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA9226
 AA9226;                    North         East     Units Scale Factor Converg.
 AA9226;SPC NJ       -    47,737.514   140,762.424   MT  0.99990105   -0 04 03.9
 AA9226;SPC NJ       -   156,618.83    461,818.05   sFT  0.99990105   -0 04 03.9
 AA9226;UTM  18      - 4,346,072.974   533,900.184   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  =   0.99961946
 AA9226
 AA9226:                Primary Azimuth Mark                     Grid Az
 AA9226:SPC NJ       -  26N A                                    046 17 36.7
 AA9226:UTM  18      -  26N A                                    045 58 37.5
 AA9226
 AA9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3390046072(NAD 83)
 AA9226
 AA9226|---------------------------------------------------------------------|
 AA9226| PID    Reference Object                     Distance      Geod. Az  |
 AA9226|                                                           dddmmss.s |
 AA9226| AA9228 26N A                               405.691 METERS 0461332.8 |
 AA9226| AA9227 26N C                               439.661 METERS 2273918.0 |
 AA9226|---------------------------------------------------------------------|
 AA9226
 AA9226                          SUPERSEDED SURVEY CONTROL
 AA9226
 AA9226  NAD 83(2007)-  39 15 47.99294(N)    074 36 25.36474(W) AD(2002.00) 0
 AA9226  ELLIP H (02/10/07)  -33.849  (m)                       GP(2002.00)    
 AA9226  ELLIP H (09/24/01)  -33.821  (m)                       GP(       ) 4 1
 AA9226  NAD 83(1992)-  39 15 47.99253(N)    074 36 25.36414(W) AD(       ) B
 AA9226  ELLIP H (03/24/98)  -33.872  (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)  -33.846  (m)                       GP(       ) 1 1
 AA9226  NAVD 88               0.79   (m)            2.6    (f) LEVELING    3  
 AA9226  NAVD 88 (03/01/01)    0.793  (m)            2.60   (f) SUPERSEDED  1 2
 AA9226  NAVD 88               0.79   (m)            2.6    (f) LEVELING    3  
 AA9226  NAVD 88 (03/24/98)    0.76   (m)  GEOID96  model used  GPS OBS        
 AA9226  NAVD 88 (11/22/95)    0.65   (m)  GEOID93  model used  GPS OBS        
 AA9226
 AA9226.Superseded values are not recommended for survey control.
 AA9226
 AA9226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9226.See file dsdata.pdf to determine how the superseded data were derived.
 AA9226
 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 - October 15, 2020
 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     - 19970116 GOOD             NJGS
 AA9226  HISTORY     - 19970617 GOOD             NJGS
 AA9226  HISTORY     - 20000711 GOOD             NGS
 AA9226  HISTORY     - 20011020 GOOD             NGS
 AA9226  HISTORY     - 20020130 GOOD             INDIV
 AA9226  HISTORY     - 20140801 GOOD             NJGS
 AA9226  HISTORY     - 20201015 GOOD             NJGS
 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 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.
 AA9226
 AA9226                          STATION RECOVERY (2014)
 AA9226
 AA9226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AA9226'RECOVERED IN GOOD CONDITION.
 AA9226'
 AA9226'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST
 AA9226'OF TUCKAHOE, 2.1 MI (3.4 KM) EAST OF MARMORA AND 2.0 MI (3.2 KM)
 AA9226'WEST-SOUTHWEST OF OCEAN CITY, IN OCEAN CITY.
 AA9226'
 AA9226'THE STATION IS 47.2 FT (14.4 M) EAST OF A METAL POLE WITH AN ORANGE
 AA9226'WINDSOCK ATTACHED IN THE CENTER OF THE COMPASS ROSETTE, 53.6 FT (16.3
 AA9226'M) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY AND 93, 7 FT (2.1 M)
 AA9226'SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY.
 AA9226
 AA9226                          STATION RECOVERY (2020)
 AA9226
 AA9226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AA9226'ADDITIONAL TIES ARE 58.5 FT (17.8 M) EAST-SOUTHEAST OF CENTER OF INLET
 AA9226'AND 92.7 FT (28.3 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA9227 ***********************************************************************
 AA9227  PACS        -  This is a Primary Airport Control Station.
 AA9227  DESIGNATION -  26N C
 AA9227  PID         -  AA9227
 AA9227  STATE/COUNTY-  NJ/CAPE MAY
 AA9227  COUNTRY     -  US
 AA9227  USGS QUAD   -  OCEAN CITY (2019)
 AA9227
 AA9227                         *CURRENT SURVEY CONTROL
 AA9227  ______________________________________________________________________
 AA9227* NAD 83(2011) POSITION- 39 15 38.38922(N) 074 36 38.91817(W)   ADJUSTED
 AA9227* NAD 83(2011) ELLIP HT-   -33.236 (meters)        (06/27/12)   ADJUSTED
 AA9227* NAD 83(2011) EPOCH   -  2010.00
 AA9227* NAVD 88 ORTHO HEIGHT -     1.337 (meters)        4.39  (feet) ADJUSTED
 AA9227  ______________________________________________________________________
 AA9227  GEOID HEIGHT    -        -34.661 (meters)                     GEOID18
 AA9227  NAD 83(2011) X  -  1,312,285.806 (meters)                     COMP
 AA9227  NAD 83(2011) Y  - -4,767,737.077 (meters)                     COMP
 AA9227  NAD 83(2011) Z  -  4,014,743.809 (meters)                     COMP
 AA9227  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 AA9227  DYNAMIC HEIGHT  -          1.336 (meters)        4.38  (feet) COMP
 AA9227  MODELED GRAVITY -    980,095.0   (mgal)                       NAVD 88
 AA9227
 AA9227  VERT ORDER      -  FIRST     CLASS II
 AA9227
 AA9227  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9227  Standards:
 AA9227         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9227            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9227  -------------------------------------------------------------------
 AA9227  NETWORK    0.52   1.06           0.23   0.19   0.54     -0.01142660
 AA9227  -------------------------------------------------------------------
 AA9227  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9227
 AA9227.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9227.been affixed to the stable North American tectonic plate. See 
 AA9227.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9227
 AA9227.The horizontal coordinates are valid at the epoch date displayed above
 AA9227.which is a decimal equivalence of Year/Month/Day.
 AA9227
 AA9227.The orthometric height was determined by differential leveling and
 AA9227.adjusted by the NATIONAL GEODETIC SURVEY
 AA9227.in April 2015.
 AA9227
 AA9227.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9227.GEOID18 height accuracy estimate available here.
 AA9227
 AA9227.Click photographs - Photos may exist for this station.
 AA9227
 AA9227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9227
 AA9227.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9227
 AA9227.The ellipsoidal height was determined by GPS observations
 AA9227.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA9227
 AA9227;                    North         East     Units Scale Factor Converg.
 AA9227;SPC NJ       -    47,441.775   140,437.151   MT  0.99990113   -0 04 12.5
 AA9227;SPC NJ       -   155,648.56    460,750.89   sFT  0.99990113   -0 04 12.5
 AA9227;UTM  18      - 4,345,775.528   533,576.643   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 21.9
 AA9227:UTM  18      -  26N B                                    047 24 22.7
 AA9227
 AA9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3357645775(NAD 83)
 AA9227
 AA9227|---------------------------------------------------------------------|
 AA9227| PID    Reference Object                     Distance      Geod. Az  |
 AA9227|                                                           dddmmss.s |
 AA9227| AA9226 26N B                               439.661 METERS 0473909.4 |
 AA9227|---------------------------------------------------------------------|
 AA9227
 AA9227                          SUPERSEDED SURVEY CONTROL
 AA9227
 AA9227  NAD 83(2007)-  39 15 38.38954(N)    074 36 38.91900(W) AD(2002.00) 0
 AA9227  ELLIP H (02/10/07)  -33.220  (m)                       GP(2002.00)    
 AA9227  ELLIP H (09/23/02)  -33.190  (m)                       GP(       ) 4 2
 AA9227  NAD 83(1992)-  39 15 38.38916(N)    074 36 38.91847(W) AD(       ) 1
 AA9227  ELLIP H (04/02/98)  -33.241  (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)  -33.215  (m)                       GP(       ) 4 2
 AA9227  NAVD 88 (03/01/01)    1.427  (m)            4.68   (f) SUPERSEDED  1 2
 AA9227  NAVD 88 (04/02/98)    1.40   (m)  GEOID96  model used  GPS OBS        
 AA9227  NAVD 88 (11/30/95)    1.29   (m)  GEOID93  model used  GPS OBS        
 AA9227
 AA9227.Superseded values are not recommended for survey control.
 AA9227
 AA9227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9227.See file dsdata.pdf to determine how the superseded data were derived.
 AA9227
 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 - October 15, 2020
 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  HISTORY     - 20140801 GOOD             NJGS
 AA9227  HISTORY     - 20201015 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.
 AA9227
 AA9227                          STATION RECOVERY (2014)
 AA9227
 AA9227'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AA9227'RECOVERED IN GOOD CONDITION.
 AA9227'
 AA9227'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-SOUTHEAST
 AA9227'OF TUCKAHOE, 2.2 MI (3.5 KM) WEST-SOUTHWEST OF OCEAN CITY AND 1.9 MI
 AA9227'(3.1 KM) EAST-SOUTHEAST OF MARMORA, IN OCEAN CITY.
 AA9227'
 AA9227'THE STATION IS 58.8 FT (17.9 M) SOUTHEAST OF THE CENTER OF A RUNWAY
 AA9227'LIGHT FOR TAXIWAY B, 76 FT (23.2 M) NORTHWEST OF THE CENTERLINE OF
 AA9227'TAXIWAY B, 71.2 FT (21.7 M) SOUTHEAST OF THE SOUTHEAST END OF PAVING
 AA9227'OF THE RUNWAY, 108.8 FT (33.2 M) WEST OF THE CENTER OF AN ORANGE
 AA9227'PAINTED METAL POLE WITH AN ORANGE WINDSOCK ATTACHED.
 AA9227
 AA9227                          STATION RECOVERY (2020)
 AA9227
 AA9227'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AA9227'ADDITIONAL TIES ARE 70.0 FT (21.3 M) SOUTHEAST OF SOUTHEAST EDGE OF
 AA9227'PAVEMENT OF RUNWAY AND 115.1 FT (35.1 M) NORTHEAST OF RUNWAY SIGN A,
 AA9227'B6.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6706 ***********************************************************************
 KV6706  DESIGNATION -  27009
 KV6706  PID         -  KV6706
 KV6706  STATE/COUNTY-  NJ/MIDDLESEX
 KV6706  COUNTRY     -  US
 KV6706  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6706
 KV6706                         *CURRENT SURVEY CONTROL
 KV6706  ______________________________________________________________________
 KV6706* NAD 83(2011) POSITION- 40 28 34.10808(N) 074 25 34.17191(W)   ADJUSTED
 KV6706* NAD 83(2011) ELLIP HT-    -4.775 (meters)        (06/27/12)   ADJUSTED
 KV6706* NAD 83(2011) EPOCH   -  2010.00
 KV6706* NAVD 88 ORTHO HEIGHT -    28.1   (meters)       92.    (feet) GPS OBS
 KV6706  ______________________________________________________________________
 KV6706  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6706  GEOID HEIGHT    -         -33.11 (meters)                     GEOID93
 KV6706  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 KV6706  NAD 83(2011) X  -  1,304,424.210 (meters)                     COMP
 KV6706  NAD 83(2011) Y  - -4,680,171.135 (meters)                     COMP
 KV6706  NAD 83(2011) Z  -  4,118,341.823 (meters)                     COMP
 KV6706  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 KV6706
 KV6706  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6706  Standards:
 KV6706         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6706            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6706  -------------------------------------------------------------------
 KV6706  NETWORK    0.48   0.69           0.19   0.20   0.35      0.04297403
 KV6706  -------------------------------------------------------------------
 KV6706  Click here for local accuracies and other accuracy information.
 KV6706
 KV6706.The horizontal coordinates were established by GPS observations
 KV6706.and adjusted by the National Geodetic Survey in June 2012.
 KV6706
 KV6706.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6706.been affixed to the stable North American tectonic plate. See 
 KV6706.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6706
 KV6706.The horizontal coordinates are valid at the epoch date displayed above
 KV6706.which is a decimal equivalence of Year/Month/Day.
 KV6706
 KV6706.The orthometric height was determined by GPS observations and a
 KV6706.high-resolution geoid model.
 KV6706
 KV6706.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6706.GEOID18 height accuracy estimate available here.
 KV6706
 KV6706.Click photographs - Photos may exist for this station.
 KV6706
 KV6706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6706
 KV6706.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6706
 KV6706.The ellipsoidal height was determined by GPS observations
 KV6706.and is referenced to NAD 83.
 KV6706
 KV6706. The following values were computed from the NAD 83(2011) position.
 KV6706
 KV6706;                    North         East     Units Scale Factor Converg.
 KV6706;SPC NJ       -   182,382.076   156,260.939   MT  0.99990048   +0 02 52.6
 KV6706;SPC NJ       -   598,365.19    512,666.10   sFT  0.99990048   +0 02 52.6
 KV6706;UTM  18      - 4,480,764.526   548,641.124   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4864180764(NAD 83)
 KV6706
 KV6706                          SUPERSEDED SURVEY CONTROL
 KV6706
 KV6706  NAD 83(2007)-  40 28 34.10831(N)    074 25 34.17245(W) AD(2002.00) 0
 KV6706  ELLIP H (02/10/07)   -4.757  (m)                       GP(2002.00)    
 KV6706  ELLIP H (10/23/02)   -4.756  (m)                       GP(       ) 4 1
 KV6706  NAD 83(1996)-  40 28 34.10860(N)    074 25 34.17268(W) AD(       ) 1
 KV6706  ELLIP H (05/14/99)   -4.752  (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  NAVD 88 (01/21/93)   28.1    (m)  GEOID90  model used  GPS OBS        
 KV6706
 KV6706.Superseded values are not recommended for survey control.
 KV6706
 KV6706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6706.See file dsdata.pdf to determine how the superseded data were derived.
 KV6706
 KV6706_STAMPING: 27009
 KV6706_MARK LOGO: NJGS
 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     - 19910130 GOOD
 KV6706  HISTORY     - 19920205 GOOD
 KV6706  HISTORY     - 19940412 GOOD             NJGS
 KV6706  HISTORY     - 20150317 MARK NOT FOUND   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 (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.
 KV6706'
 KV6706'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 1 AND STATE
 KV6706'ROUTE 18, GO SOUTH ON U.S. HIGHWAY 1 TO JUST PAST THE ENTRANCE RAMP
 KV6706'LEADING TO RYDERS LANE AND THE STATION ON THE RIGHT, JUST BEFORE THE
 KV6706'EXIT RAMP LEADING FROM RYDERS LANE TO U.S. HIGHWAY 1 SOUTHBOUND LANES.
 KV6706'
 KV6706'THE STATION IS 3.5 M (11.5 FT) NORTHWEST FROM THE U.S. HIGHWAY 1
 KV6706'GUTTERLINE, 19.4 M (63.6 FT) NORTHWEST FROM THE U.S. HIGHWAY 1 MEDIAN
 KV6706'BARRIER CENTERLINE, 25.9 M (85.0 FT) SOUTHWEST FROM THE NORTHEAST NOSE
 KV6706'OF THE ISLAND, 48.0 M (157.5 FT) NORTHEAST FROM AN INLET NEAR THE
 KV6706'SOUTHWEST END OF THE ISLAND, 19.5 M (64.0 FT) SOUTHWEST FROM A TRAFFIC
 KV6706'SIGN FOR RYDERS LANE NEAR THE NORTHEAST END OF THE ISLAND AND 0.1 M
 KV6706'(0.3 FT) BELOW THE GROUND.
 KV6706
 KV6706                          STATION RECOVERY (2015)
 KV6706
 KV6706'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6706'THE STATION WAS NOT RECOVERED.  NO EVIDENCE OF MONUMENT AT THE
 KV6706'PUBLISHED POSITION.  THE LOCATION HAS UNDERGROUND GAS LINE MARKERS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0370 ***********************************************************************
 JU0370  DESIGNATION -  2701
 JU0370  PID         -  JU0370
 JU0370  STATE/COUNTY-  NJ/CAPE MAY
 JU0370  COUNTRY     -  US
 JU0370  USGS QUAD   -  OCEAN CITY (2019)
 JU0370
 JU0370                         *CURRENT SURVEY CONTROL
 JU0370  ______________________________________________________________________
 JU0370* NAD 83(1986) POSITION- 39 16 52.     (N) 074 34 46.     (W)   SCALED
 JU0370* NAVD 88 ORTHO HEIGHT -     1.193 (meters)        3.91  (feet) ADJUSTED
 JU0370  ______________________________________________________________________
 JU0370  GEOID HEIGHT    -        -34.609 (meters)                     GEOID18
 JU0370  DYNAMIC HEIGHT  -          1.192 (meters)        3.91  (feet) COMP
 JU0370  MODELED GRAVITY -    980,098.5   (mgal)                       NAVD 88
 JU0370
 JU0370  VERT ORDER      -  FIRST     CLASS I
 JU0370
 JU0370.The horizontal coordinates were scaled from a map and have
 JU0370.an estimated accuracy of +/- 6 seconds.
 JU0370
 JU0370.The orthometric height was determined by differential leveling and
 JU0370.adjusted by the NATIONAL GEODETIC SURVEY
 JU0370.in June 1991.
 JU0370
 JU0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0370.GEOID18 height accuracy estimate available here.
 JU0370
 JU0370.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ362480(NAD 83)
 JU0370
 JU0370                          SUPERSEDED SURVEY CONTROL
 JU0370
 JU0370  NGVD 29 (04/16/92)    1.575  (m)            5.17   (f) ADJUSTED    1 1
 JU0370  NGVD 29 (??/??/87)    1.611  (m)            5.29   (f) SUPERSEDED  1 1
 JU0370
 JU0370.Superseded values are not recommended for survey control.
 JU0370
 JU0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0370.See file dsdata.pdf to determine how the superseded data were derived.
 JU0370
 JU0370_MARKER: DD = SURVEY DISK
 JU0370_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0370_STAMPING: 2701
 JU0370_MARK LOGO: CGS+SS
 JU0370_PROJECTION: PROJECTING 12 CENTIMETERS
 JU0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0370
 JU0370  HISTORY     - Date     Condition        Report By
 JU0370  HISTORY     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 JU0377 ***********************************************************************
 JU0377  DESIGNATION -  2704
 JU0377  PID         -  JU0377
 JU0377  STATE/COUNTY-  NJ/CAPE MAY
 JU0377  COUNTRY     -  US
 JU0377  USGS QUAD   -  OCEAN CITY (2019)
 JU0377
 JU0377                         *CURRENT SURVEY CONTROL
 JU0377  ______________________________________________________________________
 JU0377* NAD 83(1986) POSITION- 39 15 15.05   (N) 074 36 28.64   (W)   HD_HELD1
 JU0377* NAVD 88 ORTHO HEIGHT -     1.523 (meters)        5.00  (feet) ADJUSTED
 JU0377  ______________________________________________________________________
 JU0377  GEOID HEIGHT    -        -34.691 (meters)                     GEOID18
 JU0377  DYNAMIC HEIGHT  -          1.522 (meters)        4.99  (feet) COMP
 JU0377  MODELED GRAVITY -    980,093.9   (mgal)                       NAVD 88
 JU0377
 JU0377  VERT ORDER      -  FIRST     CLASS II
 JU0377
 JU0377.The horizontal coordinates were determined by differentially corrected
 JU0377.hand held GPS observations or other comparable positioning techniques
 JU0377.and have an estimated accuracy of +/- 3 meters.
 JU0377
 JU0377.The orthometric height was determined by differential leveling and
 JU0377.adjusted by the NATIONAL GEODETIC SURVEY
 JU0377.in April 2015.
 JU0377
 JU0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0377.GEOID18 height accuracy estimate available here.
 JU0377
 JU0377.Click photographs - Photos may exist for this station.
 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       -    46,721.8     140,682.7     MT  (+/- 3 meters HH1 GPS) 
 JU0377
 JU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3382645057(NAD 83)
 JU0377
 JU0377                          SUPERSEDED SURVEY CONTROL
 JU0377
 JU0377  NAVD 88 (03/01/01)    1.541  (m)            5.06   (f) SUPERSEDED  1 2
 JU0377  NAVD 88 (06/15/91)    1.562  (m)            5.12   (f) SUPERSEDED  1 1
 JU0377  NGVD 29 (04/16/92)    1.950  (m)            6.40   (f) ADJUSTED    1 1
 JU0377  NGVD 29 (01/10/92)    1.950  (m)            6.40   (f) SUPERSEDED  1 1
 JU0377  NGVD 29 (??/??/87)    1.990  (m)            6.53   (f) SUPERSEDED  1 1
 JU0377
 JU0377.Superseded values are not recommended for survey control.
 JU0377
 JU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0377.See file dsdata.pdf to determine how the superseded data were derived.
 JU0377
 JU0377_MARKER: DD = SURVEY DISK
 JU0377_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0377_STAMPING: 2704
 JU0377_MARK LOGO: CGS+SS
 JU0377_PROJECTION: FLUSH
 JU0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0377+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 JU0377
 JU0377  HISTORY     - Date     Condition        Report By
 JU0377  HISTORY     - 1934     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  HISTORY     - 20090520 GOOD             INDIV
 JU0377  HISTORY     - 20140801 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU0377
 JU0377                          STATION RECOVERY (2009)
 JU0377
 JU0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU0377'RECOVERED AS DESCRIBED. STATION IS FLUSH WITH THE GROUND.
 JU0377
 JU0377                          STATION RECOVERY (2014)
 JU0377
 JU0377'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU0377'RECOVERED IN GOOD CONDITION.
 JU0377'
 JU0377'NOTE-ADDITIONS-THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI)
 JU0377'EAST-SOUTHEAST FROM THE COMMUNITY OF TUCKAHOE IN UPPER TOWNSHIP, 3.5
 JU0377'KM (2.2 MI) EAST-SOUTHEAST FROM THE COMMUNITY OF MARMORA IN UPPER
 JU0377'TOWNSHIP AND IN THE CITY OF OCEAN CITY, NJ.
 JU0377'
 JU0377'THE STATION IS SET FLUSH WITH THE GROUND IN A LANDSCAPED GRASS AREA
 JU0377'BETWEEN THE CURB AND THE SIDEWALK ON THE NORTHWEST SIDE OF ASBURY
 JU0377'AVENUE IN FRONT OF ULMERS APPLIANCE REPAIR STORE, 3132 ASBURY AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9873 ***********************************************************************
 DL9873  DESIGNATION -  27041
 DL9873  PID         -  DL9873
 DL9873  STATE/COUNTY-  NJ/SOMERSET
 DL9873  COUNTRY     -  US
 DL9873  USGS QUAD   -  PLAINFIELD (2019)
 DL9873
 DL9873                         *CURRENT SURVEY CONTROL
 DL9873  ______________________________________________________________________
 DL9873* NAD 83(2011) POSITION- 40 37 04.25712(N) 074 29 44.44080(W)   ADJUSTED
 DL9873* NAD 83(2011) ELLIP HT-    56.876 (meters)        (06/27/12)   ADJUSTED
 DL9873* NAD 83(2011) EPOCH   -  2010.00
 DL9873* NAVD 88 ORTHO HEIGHT -    89.8   (meters)      295.    (feet) GPS OBS
 DL9873  ______________________________________________________________________
 DL9873  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9873  GEOID HEIGHT    -        -32.920 (meters)                     GEOID09
 DL9873  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 DL9873  NAD 83(2011) X  -  1,296,022.670 (meters)                     COMP
 DL9873  NAD 83(2011) Y  - -4,671,938.228 (meters)                     COMP
 DL9873  NAD 83(2011) Z  -  4,130,339.305 (meters)                     COMP
 DL9873  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC18
 DL9873
 DL9873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9873  Standards:
 DL9873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9873  -------------------------------------------------------------------
 DL9873  NETWORK    1.47   2.39           0.68   0.49   1.22      0.12895703
 DL9873  -------------------------------------------------------------------
 DL9873  Click here for local accuracies and other accuracy information.
 DL9873
 DL9873.The horizontal coordinates were established by GPS observations
 DL9873.and adjusted by the National Geodetic Survey in June 2012.
 DL9873
 DL9873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9873.been affixed to the stable North American tectonic plate. See 
 DL9873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9873
 DL9873.The horizontal coordinates are valid at the epoch date displayed above
 DL9873.which is a decimal equivalence of Year/Month/Day.
 DL9873
 DL9873.The orthometric height was determined by GPS observations and a
 DL9873.high-resolution geoid model.
 DL9873
 DL9873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9873.GEOID18 height accuracy estimate available here.
 DL9873
 DL9873.Click photographs - Photos may exist for this station.
 DL9873
 DL9873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9873
 DL9873.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9873
 DL9873.The ellipsoidal height was determined by GPS observations
 DL9873.and is referenced to NAD 83.
 DL9873
 DL9873. The following values were computed from the NAD 83(2011) position.
 DL9873
 DL9873;                    North         East     Units Scale Factor Converg.
 DL9873;SPC NJ       -   198,113.888   150,365.688   MT  0.99990000   +0 00 10.1
 DL9873;SPC NJ       -   649,978.65    493,324.76   sFT  0.99990000   +0 00 10.1
 DL9873;UTM  18      - 4,496,458.331   542,658.364   MT  0.99962240   +0 19 42.0
 DL9873
 DL9873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9873!SPC NJ       -   0.99999108  x   0.99990000  =   0.99989108
 DL9873!UTM  18      -   0.99999108  x   0.99962240  =   0.99961348
 DL9873
 DL9873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4265896458(NAD 83)
 DL9873
 DL9873|---------------------------------------------------------------------|
 DL9873| PID    Reference Object                     Distance      Geod. Az  |
 DL9873|                                                           dddmmss.s |
 DL9873| KV6603 SC 187                              306.444 METERS 16532     |
 DL9873|---------------------------------------------------------------------|
 DL9873
 DL9873                          SUPERSEDED SURVEY CONTROL
 DL9873
 DL9873  NAD 83(2007)-  40 37 04.25751(N)    074 29 44.44100(W) AD(2002.00) 1
 DL9873  ELLIP H (07/18/10)   56.883  (m)                       GP(2002.00) 4 2
 DL9873
 DL9873.Superseded values are not recommended for survey control.
 DL9873
 DL9873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9873.See file dsdata.pdf to determine how the superseded data were derived.
 DL9873
 DL9873_MARKER: DD = SURVEY DISK
 DL9873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9873_STAMPING: 27041
 DL9873_MARK LOGO: NJGS
 DL9873_PROJECTION: FLUSH
 DL9873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9873+STABILITY: SURFACE MOTION
 DL9873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9873+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2022
 DL9873
 DL9873  HISTORY     - Date     Condition        Report By
 DL9873  HISTORY     - UNK      MONUMENTED       NJGS
 DL9873  HISTORY     - 20070302 GOOD             B2A
 DL9873  HISTORY     - 20200220 GOOD             NJGS
 DL9873  HISTORY     - 20220929 GOOD             NJGS
 DL9873
 DL9873                          STATION DESCRIPTION
 DL9873
 DL9873'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9873'NJGCS 27041 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9873'STATION IS LOCATED IN WARREN TOWNSHIP, AT THE NORTHWEST INTERSECTION
 DL9873'OF MOUNT BETHEL ROAD (CR-651) AND MOUNTAIN BOULEVARD (CR-527).
 DL9873'
 DL9873'TO REACH THIS STATION FROM ROUTE 78 EAST, TAKE EXIT 36 AND MERGE ONTO
 DL9873'KING GEORGE ROAD (CR-651), TRAVELING 0.8 MI (1.3 KM) SOUTH.  KING
 DL9873'GEORGE ROAD (CR-651) BECOMES MOUNT BETHEL ROAD (CR-651).  CONTINUE ON
 DL9873'MOUNT BETHEL ROAD (CR-651) FOR 1.9 MI (3.1 KM) TO THE STATION ON THE
 DL9873'RIGHT.  THE STATION IS LOCATED 1.63 M (5.3 FT) WEST OF THE CURB ALONG
 DL9873'MOUNT BETHEL ROAD (CR-651), 2.91 M (9.5 FT) NORTHEAST OF A STREET
 DL9873'LIGHT, 9.00 M (29.5 FT) NORTHEAST OF A FIRE HYDRANT, AND 1.05 M (3.4
 DL9873'FT) TO THE NORTH OF A MANHOLE IN THE SIDEWALK.  THE STATION IS A BRASS
 DL9873'DISC SET IN A CONCRETE MONUMENT FLUSH WITH THE SIDEWALK.
 DL9873
 DL9873                          STATION RECOVERY (2020)
 DL9873
 DL9873'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 DL9873'RECOVERED IN GOOD CONDITION.
 DL9873
 DL9873                          STATION RECOVERY (2022)
 DL9873
 DL9873'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DL9873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4086 ***********************************************************************
 JU4086  DESIGNATION -  2706
 JU4086  PID         -  JU4086
 JU4086  STATE/COUNTY-  NJ/CAPE MAY
 JU4086  COUNTRY     -  US
 JU4086  USGS QUAD   -  MARMORA (2019)
 JU4086
 JU4086                         *CURRENT SURVEY CONTROL
 JU4086  ______________________________________________________________________
 JU4086* NAD 83(1996) POSITION- 39 15 53.57739(N) 074 38 49.53605(W)   NO CHECK
 JU4086* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 JU4086  ______________________________________________________________________
 JU4086  GEOID HEIGHT    -        -34.605 (meters)                     GEOID18
 JU4086  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 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
 JU4086.No horizontal observational check was made to the station.
 JU4086
 JU4086.The orthometric height was scaled from a topographic map.
 JU4086
 JU4086.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4086.GEOID18 height accuracy estimate available here.
 JU4086
 JU4086.Click photographs - Photos may exist for this station.
 JU4086
 JU4086.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4086
 JU4086. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000402  x   0.99990198  =   0.99990600
 JU4086!UTM  18      -   1.00000402  x   0.99961141  =   0.99961542
 JU4086
 JU4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3044446230(NAD 83)
 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
 JU4086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4086.See file dsdata.pdf to determine how the superseded data were derived.
 JU4086
 JU4086_MARKER: DD = SURVEY DISK
 JU4086_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4086_STAMPING: 2706
 JU4086_MARK LOGO: CGS+SS
 JU4086_PROJECTION: RECESSED 8 CENTIMETERS
 JU4086_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4086
 JU4086  HISTORY     - Date     Condition        Report By
 JU4086  HISTORY     - 1934     MONUMENTED       NJGS
 JU4086  HISTORY     - 1983     GOOD             CGS
 JU4086  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU4086
 JU4086                          STATION DESCRIPTION
 JU4086
 JU4086'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 DI3331 ***********************************************************************
 DI3331  DESIGNATION -  27106
 DI3331  PID         -  DI3331
 DI3331  STATE/COUNTY-  NJ/GLOUCESTER
 DI3331  COUNTRY     -  US
 DI3331  USGS QUAD   -  WOODBURY (2019)
 DI3331
 DI3331                         *CURRENT SURVEY CONTROL
 DI3331  ______________________________________________________________________
 DI3331* NAD 83(1986) POSITION- 39 49 58.     (N) 075 09 28.     (W)   SCALED
 DI3331* NAVD 88 ORTHO HEIGHT -    13.779 (meters)       45.21  (feet) ADJUSTED
 DI3331  ______________________________________________________________________
 DI3331  GEOID HEIGHT    -        -32.926 (meters)                     GEOID18
 DI3331  DYNAMIC HEIGHT  -         13.773 (meters)       45.19  (feet) COMP
 DI3331  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 DI3331
 DI3331  VERT ORDER      -  FIRST     CLASS II
 DI3331
 DI3331.The horizontal coordinates were scaled from a map and have
 DI3331.an estimated accuracy of +/- 6 seconds.
 DI3331
 DI3331.The orthometric height was determined by differential leveling and
 DI3331.adjusted by the NATIONAL GEODETIC SURVEY
 DI3331.in June 2007.
 DI3331
 DI3331.No vertical observational check was made to the station.
 DI3331
 DI3331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3331.GEOID18 height accuracy estimate available here.
 DI3331
 DI3331.Click photographs - Photos may exist for this station.
 DI3331
 DI3331.The dynamic height is computed by dividing the NAVD 88
 DI3331.geopotential number by the normal gravity value computed on the
 DI3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3331.degrees latitude (g = 980.6199 gals.).
 DI3331
 DI3331.The modeled gravity was interpolated from observed gravity values.
 DI3331
 DI3331;                    North         East    Units  Estimated Accuracy
 DI3331;SPC NJ       -   111,160.       93,700.      MT  (+/- 180 meters Scaled)
 DI3331
 DI3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK864092(NAD 83)
 DI3331
 DI3331                          SUPERSEDED SURVEY CONTROL
 DI3331
 DI3331.No superseded survey control is available for this station.
 DI3331
 DI3331_MARKER: DD = SURVEY DISK
 DI3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3331_STAMPING: 27106
 DI3331_MARK LOGO: NJDCED
 DI3331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3331+STABILITY: SURFACE MOTION
 DI3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3331+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DI3331
 DI3331  HISTORY     - Date     Condition        Report By
 DI3331  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3331  HISTORY     - 20030603 GOOD             NJGS
 DI3331
 DI3331                          STATION DESCRIPTION
 DI3331
 DI3331'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3331'THE STATION IS LOCATED IN THE CITY OF WOODBURY ON THE WEST SIDE OF
 DI3331'SOUTH BROAD STREET,  STATE ROUTE 45.
 DI3331'
 DI3331'TO REACH THE STATION FROM THE INTERSECTION OF THE NEW JERSEY TURNPIKE
 DI3331'AND STATE ROUTE  45 IN THE BOROUGH OF WOODBURY HEIGHTS, GO NORTH ON
 DI3331'STATE ROUTE 45 FOR 1.2 MI (1.93 KM) TO  THE FIVE POINT INTERSECTION
 DI3331'WITH SALEM AVENUE, PENN STREET, CARPENTER STREET AND  COUNTY ROAD 551
 DI3331'AND THE STATION ON THE LEFT, SET FLUSH WITH THE SIDEWALK.
 DI3331'
 DI3331'THE STATION IS 8.3 M (27.2 FT) NORTHWEST FROM A TRAFFIC SIGNAL POLE AT
 DI3331'THE SOUTHWEST  CORNER OF THE INTERSECTION, 0.4 M (1.3 FT) SOUTHWEST
 DI3331'FROM THE WEST CURB OF BROAD STREET,  20.2 M (66.3 FT) NORTH FROM WOOD
 DI3331'UTILITY POLE NUMBER 1405 WB AND 3.0 M (9.8 FT) EAST FROM A  STATE
 DI3331'HIGHWAY DEPARTMENT MANHOLE IN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7254 ***********************************************************************
 AC7254  DESIGNATION -  27199
 AC7254  PID         -  AC7254
 AC7254  STATE/COUNTY-  NJ/OCEAN
 AC7254  COUNTRY     -  US
 AC7254  USGS QUAD   -  BEACH HAVEN (2019)
 AC7254
 AC7254                         *CURRENT SURVEY CONTROL
 AC7254  ______________________________________________________________________
 AC7254* NAD 83(1986) POSITION- 39 36 18.     (N) 074 12 35.     (W)   SCALED
 AC7254* NAVD 88 ORTHO HEIGHT -     1.047 (meters)        3.44  (feet) ADJUSTED
 AC7254  ______________________________________________________________________
 AC7254  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 AC7254  DYNAMIC HEIGHT  -          1.047 (meters)        3.44  (feet) COMP
 AC7254  MODELED GRAVITY -    980,144.0   (mgal)                       NAVD 88
 AC7254
 AC7254  VERT ORDER      -  FIRST     CLASS I
 AC7254
 AC7254.The horizontal coordinates were scaled from a map and have
 AC7254.an estimated accuracy of +/- 6 seconds.
 AC7254
 AC7254.The orthometric height was determined by differential leveling and
 AC7254.adjusted by the NATIONAL GEODETIC SURVEY
 AC7254.in April 1997.
 AC7254
 AC7254.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7254.GEOID18 height accuracy estimate available here.
 AC7254
 AC7254.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ678842(NAD 83)
 AC7254
 AC7254                          SUPERSEDED SURVEY CONTROL
 AC7254
 AC7254.No superseded survey control is available for this station.
 AC7254
 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  HISTORY     - 20200505 MARK NOT FOUND   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.
 AC7254
 AC7254                          STATION RECOVERY (2020)
 AC7254
 AC7254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AC7254'NOT FOUND DUE TO EXTENSIVE CHANGES IN AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7239 ***********************************************************************
 DM7239  DESIGNATION -  27239
 DM7239  PID         -  DM7239
 DM7239  STATE/COUNTY-  NJ/BURLINGTON
 DM7239  COUNTRY     -  US
 DM7239  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7239
 DM7239                         *CURRENT SURVEY CONTROL
 DM7239  ______________________________________________________________________
 DM7239* NAD 83(1986) POSITION- 39 59 00.     (N) 074 49 45.     (W)   SCALED
 DM7239* NAVD 88 ORTHO HEIGHT -     8.541 (meters)       28.02  (feet) ADJUSTED
 DM7239  ______________________________________________________________________
 DM7239  GEOID HEIGHT    -        -32.676 (meters)                     GEOID18
 DM7239  DYNAMIC HEIGHT  -          8.537 (meters)       28.01  (feet) COMP
 DM7239  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 DM7239
 DM7239  VERT ORDER      -  FIRST     CLASS II
 DM7239
 DM7239.The horizontal coordinates were scaled from a map and have
 DM7239.an estimated accuracy of +/- 6 seconds.
 DM7239
 DM7239.The orthometric height was determined by differential leveling and
 DM7239.adjusted by the NATIONAL GEODETIC SURVEY
 DM7239.in May 2011.
 DM7239
 DM7239.No vertical observational check was made to the station.
 DM7239
 DM7239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7239.GEOID18 height accuracy estimate available here.
 DM7239
 DM7239.Click photographs - Photos may exist for this station.
 DM7239
 DM7239.The dynamic height is computed by dividing the NAVD 88
 DM7239.geopotential number by the normal gravity value computed on the
 DM7239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7239.degrees latitude (g = 980.6199 gals.).
 DM7239
 DM7239.The modeled gravity was interpolated from observed gravity values.
 DM7239
 DM7239;                    North         East    Units  Estimated Accuracy
 DM7239;SPC NJ       -   127,720.      121,890.      MT  (+/- 180 meters Scaled)
 DM7239
 DM7239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK145259(NAD 83)
 DM7239
 DM7239                          SUPERSEDED SURVEY CONTROL
 DM7239
 DM7239.No superseded survey control is available for this station.
 DM7239
 DM7239_MARKER: DD = SURVEY DISK
 DM7239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7239_STAMPING: 27239
 DM7239_MARK LOGO: NJGS
 DM7239_PROJECTION: RECESSED 3 CENTIMETERS
 DM7239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7239+STABILITY: SURFACE MOTION
 DM7239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7239+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2008
 DM7239
 DM7239  HISTORY     - Date     Condition        Report By
 DM7239  HISTORY     - 1975     MONUMENTED       NJGS
 DM7239  HISTORY     - 20080509 GOOD             NJGS
 DM7239
 DM7239                          STATION DESCRIPTION
 DM7239
 DM7239'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7239'THE STATION IS LOCATED IN HAINESPORT TOWNSHIP, ON THE NORTH SIDE OF
 DM7239'MARNE HIGHWAY (COUNTY ROAD 537) AT THE NORTHWEST CORNER OF THE
 DM7239'JUNCTION WITH RANCOCAS AVENUE.
 DM7239'
 DM7239'TO REACH THE STATION FROM THE INTERSECTION OF MARNE HIGHWAY (COUNTY
 DM7239'ROAD 537) AND THE MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 1.15 MI
 DM7239'(1.9 KM) SOUTHWEST ON MARNE HIGHWAY TO THE STATION ON THE RIGHT.
 DM7239'
 DM7239'THE STATION IS 24 FT (7.3 M) WEST OF THE CENTERLINE OF RANCOCAS
 DM7239'AVENUE, 25 FT (7.6 M) NORTH OF THE CENTERLINE OF MARNE HIGHWAY, 5.4 FT
 DM7239'(1.6 M) WEST-NORTHWEST OF POLE NUMBER 60029HP, 100.3 FT (30.6 M)
 DM7239'SOUTHEAST OF THE SOUTHEAST CORNER OF A 1-STORY RANCH HOUSE, 9.1 FT
 DM7239'(2.8 M) WEST OF POLE NUMBER 60030HP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2137 ***********************************************************************
 JU2137  DESIGNATION -  2725
 JU2137  PID         -  JU2137
 JU2137  STATE/COUNTY-  NJ/CAPE MAY
 JU2137  COUNTRY     -  US
 JU2137  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2137
 JU2137                         *CURRENT SURVEY CONTROL
 JU2137  ______________________________________________________________________
 JU2137* NAD 83(1986) POSITION- 39 10 13.     (N) 074 44 23.     (W)   SCALED
 JU2137* NAVD 88 ORTHO HEIGHT -     4.970 (meters)       16.31  (feet) ADJUSTED
 JU2137  ______________________________________________________________________
 JU2137  GEOID HEIGHT    -        -34.921 (meters)                     GEOID18
 JU2137  DYNAMIC HEIGHT  -          4.967 (meters)       16.30  (feet) COMP
 JU2137  MODELED GRAVITY -    980,078.9   (mgal)                       NAVD 88
 JU2137
 JU2137  VERT ORDER      -  FIRST     CLASS II
 JU2137
 JU2137.The horizontal coordinates were scaled from a map and have
 JU2137.an estimated accuracy of +/- 6 seconds.
 JU2137
 JU2137.The orthometric height was determined by differential leveling and
 JU2137.adjusted by the NATIONAL GEODETIC SURVEY
 JU2137.in June 1991.
 JU2137
 JU2137.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2137.GEOID18 height accuracy estimate available here.
 JU2137
 JU2137.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ224357(NAD 83)
 JU2137
 JU2137                          SUPERSEDED SURVEY CONTROL
 JU2137
 JU2137  NGVD 29 (04/16/92)    5.357  (m)           17.58   (f) ADJUSTED    1 2
 JU2137  NGVD 29 (??/??/87)    5.357  (m)           17.58   (f) SUPERSEDED  1 2
 JU2137
 JU2137.Superseded values are not recommended for survey control.
 JU2137
 JU2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2137.See file dsdata.pdf to determine how the superseded data were derived.
 JU2137
 JU2137_MARKER: DD = SURVEY DISK
 JU2137_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU2137_STAMPING: 2725
 JU2137_MARK LOGO: CGS+SS
 JU2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2137
 JU2137  HISTORY     - Date     Condition        Report By
 JU2137  HISTORY     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 AB8740 ***********************************************************************
 AB8740  DESIGNATION -  27250
 AB8740  PID         -  AB8740
 AB8740  STATE/COUNTY-  NJ/BURLINGTON
 AB8740  COUNTRY     -  US
 AB8740  USGS QUAD   -  MOUNT HOLLY (2019)
 AB8740
 AB8740                         *CURRENT SURVEY CONTROL
 AB8740  ______________________________________________________________________
 AB8740* NAD 83(2011) POSITION- 39 58 42.18027(N) 074 48 08.55073(W)   ADJUSTED
 AB8740* NAD 83(2011) ELLIP HT-   -17.517 (meters)        (06/27/12)   ADJUSTED
 AB8740* NAD 83(2011) EPOCH   -  2010.00
 AB8740* NAVD 88 ORTHO HEIGHT -    15.2   (meters)       50.    (feet) GPS OBS
 AB8740  ______________________________________________________________________
 AB8740  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8740  GEOID HEIGHT    -        -32.971 (meters)                     GEOID93
 AB8740  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 AB8740  NAD 83(2011) X  -  1,283,020.090 (meters)                     COMP
 AB8740  NAD 83(2011) Y  - -4,723,072.277 (meters)                     COMP
 AB8740  NAD 83(2011) Z  -  4,076,135.377 (meters)                     COMP
 AB8740  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 AB8740
 AB8740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8740  Standards:
 AB8740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8740  -------------------------------------------------------------------
 AB8740  NETWORK    0.24   0.45           0.11   0.08   0.23     -0.07228107
 AB8740  -------------------------------------------------------------------
 AB8740  Click here for local accuracies and other accuracy information.
 AB8740
 AB8740.The horizontal coordinates were established by GPS observations
 AB8740.and adjusted by the National Geodetic Survey in June 2012.
 AB8740
 AB8740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8740.been affixed to the stable North American tectonic plate. See 
 AB8740.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8740
 AB8740.The horizontal coordinates are valid at the epoch date displayed above
 AB8740.which is a decimal equivalence of Year/Month/Day.
 AB8740
 AB8740.The orthometric height was determined by GPS observations and a
 AB8740.high-resolution geoid model.
 AB8740
 AB8740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8740.GEOID18 height accuracy estimate available here.
 AB8740
 AB8740.Click photographs - Photos may exist for this station.
 AB8740
 AB8740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8740
 AB8740.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8740
 AB8740.The ellipsoidal height was determined by GPS observations
 AB8740.and is referenced to NAD 83.
 AB8740
 AB8740. The following values were computed from the NAD 83(2011) position.
 AB8740
 AB8740;                    North         East     Units Scale Factor Converg.
 AB8740;SPC NJ       -   127,158.248   124,173.437   MT  0.99990821   -0 11 39.4
 AB8740;SPC NJ       -   417,185.02    407,392.35   sFT  0.99990821   -0 11 39.4
 AB8740;UTM  18      - 4,425,376.691   516,874.517   MT  0.99960351   +0 07 37.1
 AB8740
 AB8740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8740!SPC NJ       -   1.00000275  x   0.99990821  =   0.99991096
 AB8740!UTM  18      -   1.00000275  x   0.99960351  =   0.99960626
 AB8740
 AB8740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1687425376(NAD 83)
 AB8740
 AB8740                          SUPERSEDED SURVEY CONTROL
 AB8740
 AB8740  NAD 83(2007)-  39 58 42.18066(N)    074 48 08.55134(W) AD(2002.00) 0
 AB8740  ELLIP H (02/10/07)  -17.510  (m)                       GP(2002.00)    
 AB8740  ELLIP H (10/23/02)  -17.483  (m)                       GP(       ) 4 1
 AB8740  NAD 83(1996)-  39 58 42.18060(N)    074 48 08.55144(W) AD(       ) 1
 AB8740  ELLIP H (05/14/99)  -17.483  (m)                       GP(       ) 4 1
 AB8740  NAD 83(1992)-  39 58 42.17996(N)    074 48 08.55145(W) AD(       ) 1
 AB8740  ELLIP H (12/16/96)  -17.514  (m)                       GP(       ) 2 1
 AB8740
 AB8740.Superseded values are not recommended for survey control.
 AB8740
 AB8740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8740.See file dsdata.pdf to determine how the superseded data were derived.
 AB8740
 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 = JULY 24, 2026 22:12:30 EDT
 JU4212 ***********************************************************************
 JU4212  DESIGNATION -  27278
 JU4212  PID         -  JU4212
 JU4212  STATE/COUNTY-  NJ/ATLANTIC
 JU4212  COUNTRY     -  US
 JU4212  USGS QUAD   -  MAYS LANDING (2019)
 JU4212
 JU4212                         *CURRENT SURVEY CONTROL
 JU4212  ______________________________________________________________________
 JU4212* NAD 83(1986) POSITION- 39 26 57.     (N) 074 43 42.     (W)   SCALED
 JU4212* NAVD 88 ORTHO HEIGHT -     5.156 (meters)       16.92  (feet) ADJUSTED
 JU4212  ______________________________________________________________________
 JU4212  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 JU4212  DYNAMIC HEIGHT  -          5.153 (meters)       16.91  (feet) COMP
 JU4212  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 JU4212
 JU4212  VERT ORDER      -  FIRST     CLASS II
 JU4212
 JU4212.The horizontal coordinates were scaled from a map and have
 JU4212.an estimated accuracy of +/- 6 seconds.
 JU4212
 JU4212.The orthometric height was determined by differential leveling and
 JU4212.adjusted by the NATIONAL GEODETIC SURVEY
 JU4212.in January 1994.
 JU4212
 JU4212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4212.GEOID18 height accuracy estimate available here.
 JU4212
 JU4212.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ233666(NAD 83)
 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
 JU4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4212.See file dsdata.pdf to determine how the superseded data were derived.
 JU4212
 JU4212_MARKER: DD = SURVEY DISK
 JU4212_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4212_STAMPING: 27278
 JU4212_MARK LOGO: CGS+SS
 JU4212_PROJECTION: RECESSED 20 CENTIMETERS
 JU4212_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 DM7244 ***********************************************************************
 DM7244  DESIGNATION -  27284
 DM7244  PID         -  DM7244
 DM7244  STATE/COUNTY-  NJ/BURLINGTON
 DM7244  COUNTRY     -  US
 DM7244  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7244
 DM7244                         *CURRENT SURVEY CONTROL
 DM7244  ______________________________________________________________________
 DM7244* NAD 83(1986) POSITION- 39 57 41.41   (N) 074 48 26.71   (W)   HD_HELD1
 DM7244* NAVD 88 ORTHO HEIGHT -     4.071 (meters)       13.36  (feet) ADJUSTED
 DM7244  ______________________________________________________________________
 DM7244  GEOID HEIGHT    -        -32.663 (meters)                     GEOID18
 DM7244  DYNAMIC HEIGHT  -          4.069 (meters)       13.35  (feet) COMP
 DM7244  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 DM7244
 DM7244  VERT ORDER      -  FIRST     CLASS II
 DM7244
 DM7244.The horizontal coordinates were determined by differentially corrected
 DM7244.hand held GPS observations or other comparable positioning techniques
 DM7244.and have an estimated accuracy of +/- 3 meters.
 DM7244
 DM7244.The orthometric height was determined by differential leveling and
 DM7244.adjusted by the NATIONAL GEODETIC SURVEY
 DM7244.in May 2011.
 DM7244
 DM7244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7244.GEOID18 height accuracy estimate available here.
 DM7244
 DM7244.Click photographs - Photos may exist for this station.
 DM7244
 DM7244.The dynamic height is computed by dividing the NAVD 88
 DM7244.geopotential number by the normal gravity value computed on the
 DM7244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7244.degrees latitude (g = 980.6199 gals.).
 DM7244
 DM7244.The modeled gravity was interpolated from observed gravity values.
 DM7244
 DM7244;                    North         East    Units  Estimated Accuracy
 DM7244;SPC NJ       -   125,285.6     123,736.1     MT  (+/- 3 meters HH1 GPS) 
 DM7244
 DM7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1644723502(NAD 83)
 DM7244
 DM7244                          SUPERSEDED SURVEY CONTROL
 DM7244
 DM7244.No superseded survey control is available for this station.
 DM7244
 DM7244_MARKER: DD = SURVEY DISK
 DM7244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7244_SP_SET: BRIDGE WINGWALL
 DM7244_STAMPING: 27284
 DM7244_MARK LOGO: NJGS
 DM7244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7244+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2021
 DM7244
 DM7244  HISTORY     - Date     Condition        Report By
 DM7244  HISTORY     - 1976     MONUMENTED       NJGS
 DM7244  HISTORY     - 20080508 GOOD             NJGS
 DM7244  HISTORY     - 20210729 GOOD             NJGS
 DM7244
 DM7244                          STATION DESCRIPTION
 DM7244
 DM7244'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7244'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, IN THE TOWN OF
 DM7244'LUMBERTON, SET IN A DRILL HOLE IN THE WEST CORNER OF NORTH ABUTMENT OF
 DM7244'THE MAIN STREET (COUNTY ROAD 541) BRIDGE SPANNING THE SOUTH BRANCH OF
 DM7244'THE RANCOCAS CREEK.
 DM7244'
 DM7244'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 DM7244'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 DM7244'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 DM7244'STREET, TURN RIGHT AND GO 0.85 MI (1.4 KM) SOUTH ON MAIN STREET TO THE
 DM7244'STATION ON THE RIGHT.
 DM7244'
 DM7244'THE STATION IS 7.5 FT (2.3 M) WEST OF THE WEST CURB, 50.0 FT (15.2 M)
 DM7244'SOUTH OF THE NORTH END OF THE STEEL GUIDE RAIL ON THE WEST SIDE OF THE
 DM7244'ROAD, 11.0 FT (3.4 M) SOUTH OF POLE NUMBER E61759LM, 149.7 FT (45.6 M)
 DM7244'NORTHWEST OF STATION 27285 (SET ON THE EAST END OF THE SOUTH
 DM7244'WINGWALL).
 DM7244
 DM7244                          STATION RECOVERY (2021)
 DM7244
 DM7244'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DM7244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7245 ***********************************************************************
 DM7245  DESIGNATION -  27285
 DM7245  PID         -  DM7245
 DM7245  STATE/COUNTY-  NJ/BURLINGTON
 DM7245  COUNTRY     -  US
 DM7245  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7245
 DM7245                         *CURRENT SURVEY CONTROL
 DM7245  ______________________________________________________________________
 DM7245* NAD 83(1986) POSITION- 39 57 38.     (N) 074 48 25.     (W)   SCALED
 DM7245* NAVD 88 ORTHO HEIGHT -     4.058 (meters)       13.31  (feet) ADJUSTED
 DM7245  ______________________________________________________________________
 DM7245  GEOID HEIGHT    -        -32.663 (meters)                     GEOID18
 DM7245  DYNAMIC HEIGHT  -          4.056 (meters)       13.31  (feet) COMP
 DM7245  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 DM7245
 DM7245  VERT ORDER      -  FIRST     CLASS II
 DM7245
 DM7245.The horizontal coordinates were scaled from a map and have
 DM7245.an estimated accuracy of +/- 6 seconds.
 DM7245
 DM7245.The orthometric height was determined by differential leveling and
 DM7245.adjusted by the NATIONAL GEODETIC SURVEY
 DM7245.in May 2011.
 DM7245
 DM7245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7245.GEOID18 height accuracy estimate available here.
 DM7245
 DM7245.Click photographs - Photos may exist for this station.
 DM7245
 DM7245.The dynamic height is computed by dividing the NAVD 88
 DM7245.geopotential number by the normal gravity value computed on the
 DM7245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7245.degrees latitude (g = 980.6199 gals.).
 DM7245
 DM7245.The modeled gravity was interpolated from observed gravity values.
 DM7245
 DM7245;                    North         East    Units  Estimated Accuracy
 DM7245;SPC NJ       -   125,180.      123,780.      MT  (+/- 180 meters Scaled)
 DM7245
 DM7245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK164233(NAD 83)
 DM7245
 DM7245                          SUPERSEDED SURVEY CONTROL
 DM7245
 DM7245.No superseded survey control is available for this station.
 DM7245
 DM7245_MARKER: DD = SURVEY DISK
 DM7245_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7245_SP_SET: BRIDGE WINGWALL
 DM7245_STAMPING: 27285
 DM7245_MARK LOGO: NJGS
 DM7245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7245+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 DM7245
 DM7245  HISTORY     - Date     Condition        Report By
 DM7245  HISTORY     - 1976     MONUMENTED       NJGS
 DM7245  HISTORY     - 20080508 GOOD             NJGS
 DM7245
 DM7245                          STATION DESCRIPTION
 DM7245
 DM7245'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7245'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, IN THE TOWN OF
 DM7245'LUMBERTON, SET IN A DRILL HOLE IN THE EAST CORNER OF SOUTH ABUTMENT
 DM7245'WING WALL OF THE MAIN STREET (COUNTY ROAD 541) BRIDGE SPANNING THE
 DM7245'SOUTH BRANCH OF THE RANCOCAS CREEK.
 DM7245'
 DM7245'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 DM7245'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 DM7245'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 DM7245'STREET.  TURN RIGHT AND GO 0.9 MI (1.4 KM) SOUTH ON MAIN STREET TO THE
 DM7245'STATION ON THE LEFT.
 DM7245'
 DM7245'THE STATION IS 7.2 FT (2.2 M) EAST OF THE EAST CURB, 51.0 FT (15.5 M)
 DM7245'NORTH FROM THE SOUTH END OF THE GUIDE RAIL, 88.3 FT (26.9 M) NORTHEAST
 DM7245'OF POLE NUMBER 6108LM, 149.7 FT (45.6 M) SOUTHEAST OF STATION 27284
 DM7245'(SET ON THE WEST END OF THE NORTH WINGWALL).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9377 ***********************************************************************
 AI9377  DESIGNATION -  2730
 AI9377  PID         -  AI9377
 AI9377  STATE/COUNTY-  NJ/CAPE MAY
 AI9377  COUNTRY     -  US
 AI9377  USGS QUAD   -  WOODBINE (2019)
 AI9377
 AI9377                         *CURRENT SURVEY CONTROL
 AI9377  ______________________________________________________________________
 AI9377* NAD 83(1986) POSITION- 39 07 45.     (N) 074 46 51.     (W)   SCALED
 AI9377* NAVD 88 ORTHO HEIGHT -     5.060 (meters)       16.60  (feet) ADJUSTED
 AI9377  ______________________________________________________________________
 AI9377  GEOID HEIGHT    -        -35.057 (meters)                     GEOID18
 AI9377  DYNAMIC HEIGHT  -          5.057 (meters)       16.59  (feet) COMP
 AI9377  MODELED GRAVITY -    980,072.4   (mgal)                       NAVD 88
 AI9377
 AI9377  VERT ORDER      -  FIRST     CLASS II
 AI9377
 AI9377.The horizontal coordinates were scaled from a map and have
 AI9377.an estimated accuracy of +/- 6 seconds.
 AI9377
 AI9377.The orthometric height was determined by differential leveling and
 AI9377.adjusted by the NATIONAL GEODETIC SURVEY
 AI9377.in March 2001.
 AI9377
 AI9377.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9377.GEOID18 height accuracy estimate available here.
 AI9377
 AI9377.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ189311(NAD 83)
 AI9377
 AI9377                          SUPERSEDED SURVEY CONTROL
 AI9377
 AI9377.No superseded survey control is available for this station.
 AI9377
 AI9377_MARKER: DD = SURVEY DISK
 AI9377_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI9377_STAMPING: 2730
 AI9377_MARK LOGO: CGS+SS
 AI9377_PROJECTION: RECESSED 6 CENTIMETERS
 AI9377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 JU4073 ***********************************************************************
 JU4073  DESIGNATION -  27301
 JU4073  PID         -  JU4073
 JU4073  STATE/COUNTY-  NJ/ATLANTIC
 JU4073  COUNTRY     -  US
 JU4073  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4073
 JU4073                         *CURRENT SURVEY CONTROL
 JU4073  ______________________________________________________________________
 JU4073* NAD 83(1986) POSITION- 39 21 09.71   (N) 074 27 06.09   (W)   HD_HELD1
 JU4073* NAVD 88 ORTHO HEIGHT -     2.582 (meters)        8.47  (feet) ADJUSTED
 JU4073  ______________________________________________________________________
 JU4073  GEOID HEIGHT    -        -34.437 (meters)                     GEOID18
 JU4073  DYNAMIC HEIGHT  -          2.581 (meters)        8.47  (feet) COMP
 JU4073  MODELED GRAVITY -    980,106.1   (mgal)                       NAVD 88
 JU4073
 JU4073  VERT ORDER      -  FIRST     CLASS II
 JU4073
 JU4073.The horizontal coordinates were determined by differentially corrected
 JU4073.hand held GPS observations or other comparable positioning techniques
 JU4073.and have an estimated accuracy of +/- 3 meters.
 JU4073
 JU4073.The orthometric height was determined by differential leveling and
 JU4073.adjusted by the NATIONAL GEODETIC SURVEY
 JU4073.in August 2018.
 JU4073
 JU4073.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4073.GEOID18 height accuracy estimate available here.
 JU4073
 JU4073.Click photographs - Photos may exist for this station.
 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       -    57,653.7     154,163.5     MT  (+/- 3 meters HH1 GPS) 
 JU4073
 JU4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4724256060(NAD 83)
 JU4073
 JU4073                          SUPERSEDED SURVEY CONTROL
 JU4073
 JU4073  NAVD 88 (06/15/91)    2.568  (m)            8.43   (f) SUPERSEDED  1 2
 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
 JU4073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4073.See file dsdata.pdf to determine how the superseded data were derived.
 JU4073
 JU4073_MARKER: DD = SURVEY DISK
 JU4073_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU4073+WITH SETTING: PAVEMENT
 JU4073_SP_SET: TRAFFIC SIGNAL BASE
 JU4073_STAMPING: 27301
 JU4073_MARK LOGO: NJGS
 JU4073_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4073+STABILITY: SURFACE MOTION
 JU4073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4073+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 JU4073
 JU4073  HISTORY     - Date     Condition        Report By
 JU4073  HISTORY     - UNK      MONUMENTED       NJGS
 JU4073  HISTORY     - 19891030 GOOD             NJGS
 JU4073  HISTORY     - 20120119 GOOD             NGS
 JU4073  HISTORY     - 20170518 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.
 JU4073
 JU4073                          STATION RECOVERY (2012)
 JU4073
 JU4073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DRD)
 JU4073'RECOVERED IN GOOD CONDITION.
 JU4073
 JU4073                          STATION RECOVERY (2017)
 JU4073
 JU4073'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4073'RECOVERED IN GOOD CONDITION.
 JU4073'
 JU4073'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF
 JU4073'BRIGANTINE, 4.7 MI (7.6 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 JU4073'ATLANTIC CITY.
 JU4073'
 JU4073'IN ATLANTIC CITY, SET IN THE BASE OF A TRAFFIC SIGNAL BASE ON THE
 JU4073'NORTHWEST CORNER OF BOSTON AVENUE AND ATLANTIC AVENUE (CAPTAIN JOHN A
 JU4073'O'DONNELL PARKWAY).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7925 ***********************************************************************
 DM7925  DESIGNATION -  2731
 DM7925  PID         -  DM7925
 DM7925  STATE/COUNTY-  NJ/CAPE MAY
 DM7925  COUNTRY     -  US
 DM7925  USGS QUAD   -  STONE HARBOR (2019)
 DM7925
 DM7925                         *CURRENT SURVEY CONTROL
 DM7925  ______________________________________________________________________
 DM7925* NAD 83(1986) POSITION- 39 07 18.     (N) 074 47 30.     (W)   SCALED
 DM7925* NAVD 88 ORTHO HEIGHT -     4.453 (meters)       14.61  (feet) ADJUSTED
 DM7925  ______________________________________________________________________
 DM7925  GEOID HEIGHT    -        -35.076 (meters)                     GEOID18
 DM7925  DYNAMIC HEIGHT  -          4.450 (meters)       14.60  (feet) COMP
 DM7925  MODELED GRAVITY -    980,071.4   (mgal)                       NAVD 88
 DM7925
 DM7925  VERT ORDER      -  FIRST     CLASS II
 DM7925
 DM7925.The horizontal coordinates were scaled from a map and have
 DM7925.an estimated accuracy of +/- 6 seconds.
 DM7925
 DM7925.The orthometric height was determined by differential leveling and
 DM7925.adjusted by the NATIONAL GEODETIC SURVEY
 DM7925.in May 2012.
 DM7925
 DM7925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7925.GEOID18 height accuracy estimate available here.
 DM7925
 DM7925.Click photographs - Photos may exist for this station.
 DM7925
 DM7925.The dynamic height is computed by dividing the NAVD 88
 DM7925.geopotential number by the normal gravity value computed on the
 DM7925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7925.degrees latitude (g = 980.6199 gals.).
 DM7925
 DM7925.The modeled gravity was interpolated from observed gravity values.
 DM7925
 DM7925;                    North         East    Units  Estimated Accuracy
 DM7925;SPC NJ       -    32,050.      124,780.      MT  (+/- 180 meters Scaled)
 DM7925
 DM7925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ180302(NAD 83)
 DM7925
 DM7925                          SUPERSEDED SURVEY CONTROL
 DM7925
 DM7925.No superseded survey control is available for this station.
 DM7925
 DM7925_MARKER: DD = SURVEY DISK
 DM7925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7925_STAMPING: 2731
 DM7925_MARK LOGO: NJDCED
 DM7925_PROJECTION: RECESSED 38 CENTIMETERS
 DM7925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7925+STABILITY: SURFACE MOTION
 DM7925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7925+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2009
 DM7925
 DM7925  HISTORY     - Date     Condition        Report By
 DM7925  HISTORY     - 1935     MONUMENTED       NJDCED
 DM7925  HISTORY     - 20090721 GOOD             NJGS
 DM7925
 DM7925                          STATION DESCRIPTION
 DM7925
 DM7925'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DM7925'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE NORTHWEST SIDE OF US
 DM7925'HIGHWAY 9, AT THE NORTHWEST CORNER OF US HIGHWAY 9 AND GOSHEN-SWAINTON
 DM7925'ROAD, A TEE-INTERSECTION, 144.8 FT (44.1 M) NORTHEAST FROM MILEPOST 16
 DM7925'FOR THE SOUTHBOUND LANES OF US HIGHWAY 9.
 DM7925'
 DM7925'TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 DM7925'(EXIT 11) AND CREST HAVEN ROAD (COUNTY ROUTE 609), GO 0.25 MI (0.4 KM)
 DM7925'NORTHWEST ON CREST HAVEN ROAD TO THE JUNCTION WITH US HIGHWAY 9.  TURN
 DM7925'RIGHT AND GO 1.8 MI (2.9 KM) NORTHEAST ON US HIGHWAY 9 TO THE STATION
 DM7925'ON THE LEFT.
 DM7925'
 DM7925'THE STATION IS 37.4 FT (11.4 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY
 DM7925'9, 31.4 FT (9.6 M) NORTHEAST OF THE CENTERLINE OF GOSHEN-SWAINTON
 DM7925'ROAD, 11.1 FT (3.4 M) EAST OF THE EAST CORNER OF AN INLET CURB PIECE,
 DM7925'40 FT (12.2 M) SOUTH OF THE NORTHEAST CORNER OF HOUSE NUMBER 1501 48.6
 DM7925'FT (14.8 M) NORTHEAST OF THE NORTHEAST CORNER OF A RETAIL STORE
 DM7925'(SWAINTON STATION) ON THE SOUTHWEST CORNER OF THE INTERSECTION, 16.2
 DM7925'FT (4.9 M) WEST FROM A ROAD SIGN WITH A NJGS WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0417 ***********************************************************************
 JU0417  DESIGNATION -  2734
 JU0417  PID         -  JU0417
 JU0417  STATE/COUNTY-  NJ/CAPE MAY
 JU0417  COUNTRY     -  US
 JU0417  USGS QUAD   -  STONE HARBOR (2019)
 JU0417
 JU0417                         *CURRENT SURVEY CONTROL
 JU0417  ______________________________________________________________________
 JU0417* NAD 83(1986) POSITION- 39 05 15.     (N) 074 49 06.     (W)   SCALED
 JU0417* NAVD 88 ORTHO HEIGHT -     4.983 (meters)       16.35  (feet) ADJUSTED
 JU0417  ______________________________________________________________________
 JU0417  GEOID HEIGHT    -        -35.172 (meters)                     GEOID18
 JU0417  DYNAMIC HEIGHT  -          4.980 (meters)       16.34  (feet) COMP
 JU0417  MODELED GRAVITY -    980,066.4   (mgal)                       NAVD 88
 JU0417
 JU0417  VERT ORDER      -  FIRST     CLASS II
 JU0417
 JU0417.The horizontal coordinates were scaled from a map and have
 JU0417.an estimated accuracy of +/- 6 seconds.
 JU0417
 JU0417.The orthometric height was determined by differential leveling and
 JU0417.adjusted by the NATIONAL GEODETIC SURVEY
 JU0417.in June 1991.
 JU0417
 JU0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0417.GEOID18 height accuracy estimate available here.
 JU0417
 JU0417.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ157265(NAD 83)
 JU0417
 JU0417                          SUPERSEDED SURVEY CONTROL
 JU0417
 JU0417  NGVD 29 (04/16/92)    5.382  (m)           17.66   (f) ADJUSTED    1 2
 JU0417  NGVD 29 (??/??/87)    5.382  (m)           17.66   (f) SUPERSEDED  1 2
 JU0417
 JU0417.Superseded values are not recommended for survey control.
 JU0417
 JU0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0417.See file dsdata.pdf to determine how the superseded data were derived.
 JU0417
 JU0417_MARKER: DD = SURVEY DISK
 JU0417_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0417_STAMPING: 2734
 JU0417_MARK LOGO: CGS+SS
 JU0417_PROJECTION: PROJECTING 5 CENTIMETERS
 JU0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0417
 JU0417  HISTORY     - Date     Condition        Report By
 JU0417  HISTORY     - 1934     MONUMENTED       NJGS
 JU0417  HISTORY     - 1961     GOOD             CGS
 JU0417  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0417  HISTORY     - 20081014 MARK NOT FOUND   GEOCAC
 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.
 JU0417
 JU0417                          STATION RECOVERY (2008)
 JU0417
 JU0417'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 JU0417'AREA HAS BEEN EXTENSIVELY DEVELOPED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7923 ***********************************************************************
 DM7923  DESIGNATION -  2734
 DM7923  PID         -  DM7923
 DM7923  STATE/COUNTY-  NJ/CAPE MAY
 DM7923  COUNTRY     -  US
 DM7923  USGS QUAD   -  STONE HARBOR (2019)
 DM7923
 DM7923                         *CURRENT SURVEY CONTROL
 DM7923  ______________________________________________________________________
 DM7923* NAD 83(1986) POSITION- 39 06 24.     (N) 074 47 59.     (W)   SCALED
 DM7923* NAVD 88 ORTHO HEIGHT -     5.241 (meters)       17.19  (feet) ADJUSTED
 DM7923  ______________________________________________________________________
 DM7923  GEOID HEIGHT    -        -35.123 (meters)                     GEOID18
 DM7923  DYNAMIC HEIGHT  -          5.239 (meters)       17.19  (feet) COMP
 DM7923  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 DM7923
 DM7923  VERT ORDER      -  FIRST     CLASS II
 DM7923
 DM7923.The horizontal coordinates were scaled from a map and have
 DM7923.an estimated accuracy of +/- 6 seconds.
 DM7923
 DM7923.The orthometric height was determined by differential leveling and
 DM7923.adjusted by the NATIONAL GEODETIC SURVEY
 DM7923.in May 2012.
 DM7923
 DM7923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7923.GEOID18 height accuracy estimate available here.
 DM7923
 DM7923.Click photographs - Photos may exist for this station.
 DM7923
 DM7923.The dynamic height is computed by dividing the NAVD 88
 DM7923.geopotential number by the normal gravity value computed on the
 DM7923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7923.degrees latitude (g = 980.6199 gals.).
 DM7923
 DM7923.The modeled gravity was interpolated from observed gravity values.
 DM7923
 DM7923;                    North         East    Units  Estimated Accuracy
 DM7923;SPC NJ       -    30,380.      124,080.      MT  (+/- 180 meters Scaled)
 DM7923
 DM7923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ173286(NAD 83)
 DM7923
 DM7923                          SUPERSEDED SURVEY CONTROL
 DM7923
 DM7923.No superseded survey control is available for this station.
 DM7923
 DM7923_MARKER: R = RIVET
 DM7923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7923_MARK LOGO: NJDCED
 DM7923_PROJECTION: RECESSED 20 CENTIMETERS
 DM7923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7923+STABILITY: SURFACE MOTION
 DM7923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7923+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2009
 DM7923
 DM7923  HISTORY     - Date     Condition        Report By
 DM7923  HISTORY     - 1940     MONUMENTED       NJDCED
 DM7923  HISTORY     - 20090721 GOOD             NJGS
 DM7923
 DM7923                          STATION DESCRIPTION
 DM7923
 DM7923'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DM7923'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE EAST SIDE OF US
 DM7923'HIGHWAY 9, AT THE NORTHEAST CORNER OF THE TEE-JUNCTION WITH CEDAR
 DM7923'DRIVE.
 DM7923'
 DM7923'TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 DM7923'(EXIT 11) AND CREST HAVEN ROAD (COUNTY ROUTE 609), GO 0.25 MI (0.4 KM)
 DM7923'NORTHWEST ON CREST HAVEN ROAD TO THE JUNCTION WITH US HIGHWAY 9.  TURN
 DM7923'RIGHT AND GO 0.65 MI (1.0 KM) NORTHEAST ON US HIGHWAY 9 TO THE STATION
 DM7923'ON THE RIGHT.
 DM7923'
 DM7923'THE STATION IS 21 FT (6.4 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 9,
 DM7923'12.6 FT (3.8 M) NORTHEAST OF THE EXTENDED CENTERLINE OF CEDAR DRIVE,
 DM7923'4.2 FT (1.3 M) SOUTHWEST OF POLE NUMBER 78, 72.2 FT (22.0 M) NORTHEAST
 DM7923'OF POLE NUMBER 77, 1.5 FT (0.5 M) NORTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0421 ***********************************************************************
 JU0421  DESIGNATION -  2736
 JU0421  PID         -  JU0421
 JU0421  STATE/COUNTY-  NJ/CAPE MAY
 JU0421  COUNTRY     -  US
 JU0421  USGS QUAD   -  STONE HARBOR (2019)
 JU0421
 JU0421                         *CURRENT SURVEY CONTROL
 JU0421  ______________________________________________________________________
 JU0421* NAD 83(1986) POSITION- 39 04 44.     (N) 074 49 32.     (W)   SCALED
 JU0421* NAVD 88 ORTHO HEIGHT -     5.308 (meters)       17.41  (feet) ADJUSTED
 JU0421  ______________________________________________________________________
 JU0421  GEOID HEIGHT    -        -35.194 (meters)                     GEOID18
 JU0421  DYNAMIC HEIGHT  -          5.305 (meters)       17.40  (feet) COMP
 JU0421  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 JU0421
 JU0421  VERT ORDER      -  FIRST     CLASS II
 JU0421
 JU0421.The horizontal coordinates were scaled from a map and have
 JU0421.an estimated accuracy of +/- 6 seconds.
 JU0421
 JU0421.The orthometric height was determined by differential leveling and
 JU0421.adjusted by the NATIONAL GEODETIC SURVEY
 JU0421.in June 1991.
 JU0421
 JU0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0421.GEOID18 height accuracy estimate available here.
 JU0421
 JU0421.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ150255(NAD 83)
 JU0421
 JU0421                          SUPERSEDED SURVEY CONTROL
 JU0421
 JU0421  NGVD 29 (04/16/92)    5.709  (m)           18.73   (f) ADJUSTED    1 2
 JU0421  NGVD 29 (01/10/92)    5.709  (m)           18.73   (f) SUPERSEDED  1 2
 JU0421  NGVD 29 (??/??/87)    5.709  (m)           18.73   (f) SUPERSEDED  1 2
 JU0421
 JU0421.Superseded values are not recommended for survey control.
 JU0421
 JU0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0421.See file dsdata.pdf to determine how the superseded data were derived.
 JU0421
 JU0421_MARKER: DD = SURVEY DISK
 JU0421_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0421_STAMPING: 2736
 JU0421_MARK LOGO: CGS+SS
 JU0421_PROJECTION: FLUSH
 JU0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0421
 JU0421  HISTORY     - Date     Condition        Report By
 JU0421  HISTORY     - 1934     MONUMENTED       NJGS
 JU0421  HISTORY     - 1961     GOOD             CGS
 JU0421  HISTORY     - 1979     GOOD             NGS
 JU0421  HISTORY     - 20080617 MARK NOT FOUND   UE
 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.
 JU0421
 JU0421                          STATION RECOVERY (2008)
 JU0421
 JU0421'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0421'I MEASURED 30 FEET FROM POLE 951. DISTANCE CAME TO MIDDLE OF CONCRETE
 JU0421'WALK EXTENDING FROM NEARBY BUILDING TO CURBLINE. SIDEWALK, CURB AND
 JU0421'POLE DID NOT APPEAR TO BE NEW. LOOKED AROUND THE AREA AND SAW NO
 JU0421'CONCRETE POST LEVEL WITH SIDEWALK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7270 ***********************************************************************
 DM7270  DESIGNATION -  27372
 DM7270  PID         -  DM7270
 DM7270  STATE/COUNTY-  NJ/BURLINGTON
 DM7270  COUNTRY     -  US
 DM7270  USGS QUAD   -  PEMBERTON (2019)
 DM7270
 DM7270                         *CURRENT SURVEY CONTROL
 DM7270  ______________________________________________________________________
 DM7270* NAD 83(1986) POSITION- 39 56 42.40   (N) 074 42 01.71   (W)   HD_HELD1
 DM7270* NAVD 88 ORTHO HEIGHT -    14.650 (meters)       48.06  (feet) ADJUSTED
 DM7270  ______________________________________________________________________
 DM7270  GEOID HEIGHT    -        -32.650 (meters)                     GEOID18
 DM7270  DYNAMIC HEIGHT  -         14.643 (meters)       48.04  (feet) COMP
 DM7270  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 DM7270
 DM7270  VERT ORDER      -  FIRST     CLASS II
 DM7270
 DM7270.The horizontal coordinates were determined by differentially corrected
 DM7270.hand held GPS observations or other comparable positioning techniques
 DM7270.and have an estimated accuracy of +/- 3 meters.
 DM7270
 DM7270.The orthometric height was determined by differential leveling and
 DM7270.adjusted by the NATIONAL GEODETIC SURVEY
 DM7270.in May 2011.
 DM7270
 DM7270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7270.GEOID18 height accuracy estimate available here.
 DM7270
 DM7270.Click photographs - Photos may exist for this station.
 DM7270
 DM7270.The dynamic height is computed by dividing the NAVD 88
 DM7270.geopotential number by the normal gravity value computed on the
 DM7270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7270.degrees latitude (g = 980.6199 gals.).
 DM7270
 DM7270.The modeled gravity was interpolated from observed gravity values.
 DM7270
 DM7270;                    North         East    Units  Estimated Accuracy
 DM7270;SPC NJ       -   123,439.7     132,868.7     MT  (+/- 3 meters HH1 GPS) 
 DM7270
 DM7270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2558721708(NAD 83)
 DM7270
 DM7270                          SUPERSEDED SURVEY CONTROL
 DM7270
 DM7270.No superseded survey control is available for this station.
 DM7270
 DM7270_MARKER: DD = SURVEY DISK
 DM7270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7270_STAMPING: 27372
 DM7270_MARK LOGO: NJGS
 DM7270_PROJECTION: FLUSH
 DM7270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7270+STABILITY: SURFACE MOTION
 DM7270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7270+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2023
 DM7270
 DM7270  HISTORY     - Date     Condition        Report By
 DM7270  HISTORY     - 1977     MONUMENTED       NJGS
 DM7270  HISTORY     - 20080702 GOOD             NJGS
 DM7270  HISTORY     - 20230914 GOOD             NJGS
 DM7270
 DM7270                          STATION DESCRIPTION
 DM7270
 DM7270'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7270'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, ON THE SOUTHWEST SIDE OF
 DM7270'PEMBERTON ROAD (COUNTY ROAD 616).
 DM7270'
 DM7270'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND PEMBERTON
 DM7270'ROAD (COUNTY ROAD 616), GO ABOUT 2.3 MI (3.7 KM) EAST-NORTHEAST ON
 DM7270'PEMBERTON ROAD TO THE STATION ON THE RIGHT.
 DM7270'
 DM7270'IT IS ABOUT 0.15 MI (0.2 KM) EAST OF THE JUNCTION WITH RIDGE ROAD.
 DM7270'
 DM7270'THE STATION IS 5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF PEMBERTON
 DM7270'ROAD, 1.3 M (4.3 FT) NORTH OF POLE NUMBER 61304, 4.48 M (14.7 FT) EAST
 DM7270'OF A SIGN (SHARP LEFT TURN), 0.84 M (2.8 FT) NORTHEAST OF A WITNESS
 DM7270'SIGN.  THE STATION IS OPPOSITE THE ARTEMIS FARM.
 DM7270
 DM7270                          STATION RECOVERY (2023)
 DM7270
 DM7270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7271 ***********************************************************************
 DM7271  DESIGNATION -  27373
 DM7271  PID         -  DM7271
 DM7271  STATE/COUNTY-  NJ/BURLINGTON
 DM7271  COUNTRY     -  US
 DM7271  USGS QUAD   -  PEMBERTON (2019)
 DM7271
 DM7271                         *CURRENT SURVEY CONTROL
 DM7271  ______________________________________________________________________
 DM7271* NAD 83(1986) POSITION- 39 56 47.     (N) 074 41 48.     (W)   SCALED
 DM7271* NAVD 88 ORTHO HEIGHT -    14.629 (meters)       48.00  (feet) ADJUSTED
 DM7271  ______________________________________________________________________
 DM7271  GEOID HEIGHT    -        -32.648 (meters)                     GEOID18
 DM7271  DYNAMIC HEIGHT  -         14.623 (meters)       47.98  (feet) COMP
 DM7271  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 DM7271
 DM7271  VERT ORDER      -  FIRST     CLASS II
 DM7271
 DM7271.The horizontal coordinates were scaled from a map and have
 DM7271.an estimated accuracy of +/- 6 seconds.
 DM7271
 DM7271.The orthometric height was determined by differential leveling and
 DM7271.adjusted by the NATIONAL GEODETIC SURVEY
 DM7271.in May 2011.
 DM7271
 DM7271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7271.GEOID18 height accuracy estimate available here.
 DM7271
 DM7271.Click photographs - Photos may exist for this station.
 DM7271
 DM7271.The dynamic height is computed by dividing the NAVD 88
 DM7271.geopotential number by the normal gravity value computed on the
 DM7271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7271.degrees latitude (g = 980.6199 gals.).
 DM7271
 DM7271.The modeled gravity was interpolated from observed gravity values.
 DM7271
 DM7271;                    North         East    Units  Estimated Accuracy
 DM7271;SPC NJ       -   123,580.      133,190.      MT  (+/- 180 meters Scaled)
 DM7271
 DM7271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK259218(NAD 83)
 DM7271
 DM7271                          SUPERSEDED SURVEY CONTROL
 DM7271
 DM7271.No superseded survey control is available for this station.
 DM7271
 DM7271_MARKER: DD = SURVEY DISK
 DM7271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7271_STAMPING: 27373
 DM7271_MARK LOGO: NJGS
 DM7271_PROJECTION: FLUSH
 DM7271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7271+STABILITY: SURFACE MOTION
 DM7271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7271+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 DM7271
 DM7271  HISTORY     - Date     Condition        Report By
 DM7271  HISTORY     - 1977     MONUMENTED       NJGS
 DM7271  HISTORY     - 20080702 GOOD             NJGS
 DM7271  HISTORY     - 20231207 MARK NOT FOUND   NJGS
 DM7271
 DM7271                          STATION DESCRIPTION
 DM7271
 DM7271'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7271'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, ON THE NORTH SIDE OF
 DM7271'PEMBERTON ROAD (COUNTY ROAD 616).
 DM7271'
 DM7271'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND PEMBERTON
 DM7271'ROAD (COUNTY ROAD 616), GO ABOUT 2.5 MI (4.0 KM) EAST-NORTHEAST ON
 DM7271'PEMBERTON ROAD TO THE STATION ON THE LEFT.
 DM7271'
 DM7271'THE STATION IS 5.5 M (18.0 FT) NORTH OF THE CENTERLINE OF PEMBERTON
 DM7271'ROAD, 7.5 M (24.6 FT) EAST OF A SIGN (ENTERING SOUTHAMPTON TOWNSHIP)
 DM7271'ON THE NORTH SIDE OF PEMBERTON ROAD, 19.2 M (63.0 FT) NORTHWEST AND
 DM7271'ACROSS THE ROAD FROM POLE NUMBER PS370PM, 11.14 M (36.5 FT) NORTH OF A
 DM7271'SIGN FOR PEMBERTON TOWNSHIP, 0.37 M (1.2 FT) SOUTH FROM A WITNESS
 DM7271'SIGN.
 DM7271
 DM7271                          STATION RECOVERY (2023)
 DM7271
 DM7271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7271'DUG IN AREA WHERE TIES INTERSECT AND FOUND BROKEN UP BLACKTOP AND
 DM7271'SAND.  MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7272 ***********************************************************************
 DM7272  DESIGNATION -  27374
 DM7272  PID         -  DM7272
 DM7272  STATE/COUNTY-  NJ/BURLINGTON
 DM7272  COUNTRY     -  US
 DM7272  USGS QUAD   -  PEMBERTON (2019)
 DM7272
 DM7272                         *CURRENT SURVEY CONTROL
 DM7272  ______________________________________________________________________
 DM7272* NAD 83(1986) POSITION- 39 56 51.     (N) 074 41 34.     (W)   SCALED
 DM7272* NAVD 88 ORTHO HEIGHT -    20.971 (meters)       68.80  (feet) ADJUSTED
 DM7272  ______________________________________________________________________
 DM7272  GEOID HEIGHT    -        -32.646 (meters)                     GEOID18
 DM7272  DYNAMIC HEIGHT  -         20.962 (meters)       68.77  (feet) COMP
 DM7272  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 DM7272
 DM7272  VERT ORDER      -  FIRST     CLASS II
 DM7272
 DM7272.The horizontal coordinates were scaled from a map and have
 DM7272.an estimated accuracy of +/- 6 seconds.
 DM7272
 DM7272.The orthometric height was determined by differential leveling and
 DM7272.adjusted by the NATIONAL GEODETIC SURVEY
 DM7272.in May 2011.
 DM7272
 DM7272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7272.GEOID18 height accuracy estimate available here.
 DM7272
 DM7272.Click photographs - Photos may exist for this station.
 DM7272
 DM7272.The dynamic height is computed by dividing the NAVD 88
 DM7272.geopotential number by the normal gravity value computed on the
 DM7272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7272.degrees latitude (g = 980.6199 gals.).
 DM7272
 DM7272.The modeled gravity was interpolated from observed gravity values.
 DM7272
 DM7272;                    North         East    Units  Estimated Accuracy
 DM7272;SPC NJ       -   123,700.      133,530.      MT  (+/- 180 meters Scaled)
 DM7272
 DM7272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK262219(NAD 83)
 DM7272
 DM7272                          SUPERSEDED SURVEY CONTROL
 DM7272
 DM7272.No superseded survey control is available for this station.
 DM7272
 DM7272_MARKER: DD = SURVEY DISK
 DM7272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7272_STAMPING: 27374
 DM7272_MARK LOGO: NJGS
 DM7272_PROJECTION: FLUSH
 DM7272_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7272+STABILITY: SURFACE MOTION
 DM7272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7272+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 DM7272
 DM7272  HISTORY     - Date     Condition        Report By
 DM7272  HISTORY     - 1977     MONUMENTED       NJGS
 DM7272  HISTORY     - 20080702 GOOD             NJGS
 DM7272
 DM7272                          STATION DESCRIPTION
 DM7272
 DM7272'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7272'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, ON THE SOUTH SIDE OF
 DM7272'PEMBERTON ROAD (COUNTY ROAD 616) IN A TRIANGULAR SHAPED GRASS ISLAND
 DM7272'AT THE JUNCTION WITH BURRS MILLS ROAD.
 DM7272'
 DM7272'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND PEMBERTON
 DM7272'ROAD (COUNTY ROAD 616), GO ABOUT 2.75 MI (4.4 KM) EAST-NORTHEAST ON
 DM7272'PEMBERTON ROAD TO THE STATION ON THE RIGHT.
 DM7272'
 DM7272'THE STATION IS 11.3 M (37.1 FT) SOUTH OF THE CENTERLINE OF PEMBERTON
 DM7272'ROAD, 3.1 M (10.2 FT) SOUTHWEST OF POLE NUMBER 60150PM, 2.3 M (7.5 FT)
 DM7272'EAST OF A STOP SIGN WITH A WITNESS SIGN ATTACHED, 2.1 M (6.9 FT)
 DM7272'NORTHWEST OF A SIGN (YIELD), 2.8 M (9.2 FT) SOUTHEAST OF A STREET NAME
 DM7272'SIGN (PEMBERTON-VINCENTOWN ROAD AND BURRS MILLING ROAD).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7273 ***********************************************************************
 DM7273  DESIGNATION -  27375
 DM7273  PID         -  DM7273
 DM7273  STATE/COUNTY-  NJ/BURLINGTON
 DM7273  COUNTRY     -  US
 DM7273  USGS QUAD   -  PEMBERTON (2019)
 DM7273
 DM7273                         *CURRENT SURVEY CONTROL
 DM7273  ______________________________________________________________________
 DM7273* NAD 83(1986) POSITION- 39 57 01.     (N) 074 41 28.     (W)   SCALED
 DM7273* NAVD 88 ORTHO HEIGHT -    22.772 (meters)       74.71  (feet) ADJUSTED
 DM7273  ______________________________________________________________________
 DM7273  GEOID HEIGHT    -        -32.641 (meters)                     GEOID18
 DM7273  DYNAMIC HEIGHT  -         22.762 (meters)       74.68  (feet) COMP
 DM7273  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 DM7273
 DM7273  VERT ORDER      -  FIRST     CLASS II
 DM7273
 DM7273.The horizontal coordinates were scaled from a map and have
 DM7273.an estimated accuracy of +/- 6 seconds.
 DM7273
 DM7273.The orthometric height was determined by differential leveling and
 DM7273.adjusted by the NATIONAL GEODETIC SURVEY
 DM7273.in May 2011.
 DM7273
 DM7273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7273.GEOID18 height accuracy estimate available here.
 DM7273
 DM7273.Click photographs - Photos may exist for this station.
 DM7273
 DM7273.The dynamic height is computed by dividing the NAVD 88
 DM7273.geopotential number by the normal gravity value computed on the
 DM7273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7273.degrees latitude (g = 980.6199 gals.).
 DM7273
 DM7273.The modeled gravity was interpolated from observed gravity values.
 DM7273
 DM7273;                    North         East    Units  Estimated Accuracy
 DM7273;SPC NJ       -   124,010.      133,670.      MT  (+/- 180 meters Scaled)
 DM7273
 DM7273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK263222(NAD 83)
 DM7273
 DM7273                          SUPERSEDED SURVEY CONTROL
 DM7273
 DM7273.No superseded survey control is available for this station.
 DM7273
 DM7273_MARKER: DD = SURVEY DISK
 DM7273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7273_STAMPING: 27375
 DM7273_MARK LOGO: NJGS
 DM7273_PROJECTION: RECESSED 8 CENTIMETERS
 DM7273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7273+STABILITY: SURFACE MOTION
 DM7273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7273+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 DM7273
 DM7273  HISTORY     - Date     Condition        Report By
 DM7273  HISTORY     - 1977     MONUMENTED       NJGS
 DM7273  HISTORY     - 20080702 GOOD             NJGS
 DM7273
 DM7273                          STATION DESCRIPTION
 DM7273
 DM7273'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7273'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, ON THE SOUTHEAST SIDE OF
 DM7273'COUNTY ROAD 616 IN FRONT OF HOUSE NUMBER 167.
 DM7273'
 DM7273'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND PEMBERTON
 DM7273'ROAD (COUNTY ROAD 616), GO ABOUT 3.0 MI (4.8 KM) EAST-NORTHEAST THEN
 DM7273'NORTH ON PEMBERTON ROAD TO THE STATION ON THE RIGHT.
 DM7273'
 DM7273'THE STATION IS 4.9 M (16.1 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 DM7273'ROAD 616, 26.2 M (86.0 FT) NORTH-NORTHEAST OF POLE NUMBER 60108, 23.1
 DM7273'M (75.8 FT) NORTH OF A FLAG POLE, 20.7 FT (6.3 M) NORTHEAST OF THE
 DM7273'RANGE OF THE SOUTHERLY WALL TO THE HOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7274 ***********************************************************************
 DM7274  DESIGNATION -  27376
 DM7274  PID         -  DM7274
 DM7274  STATE/COUNTY-  NJ/BURLINGTON
 DM7274  COUNTRY     -  US
 DM7274  USGS QUAD   -  PEMBERTON (2019)
 DM7274
 DM7274                         *CURRENT SURVEY CONTROL
 DM7274  ______________________________________________________________________
 DM7274* NAD 83(1986) POSITION- 39 57 14.84   (N) 074 41 22.96   (W)   HD_HELD1
 DM7274* NAVD 88 ORTHO HEIGHT -    19.692 (meters)       64.61  (feet) ADJUSTED
 DM7274  ______________________________________________________________________
 DM7274  GEOID HEIGHT    -        -32.635 (meters)                     GEOID18
 DM7274  DYNAMIC HEIGHT  -         19.684 (meters)       64.58  (feet) COMP
 DM7274  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 DM7274
 DM7274  VERT ORDER      -  FIRST     CLASS II
 DM7274
 DM7274.The horizontal coordinates were determined by differentially corrected
 DM7274.hand held GPS observations or other comparable positioning techniques
 DM7274.and have an estimated accuracy of +/- 3 meters.
 DM7274
 DM7274.The orthometric height was determined by differential leveling and
 DM7274.adjusted by the NATIONAL GEODETIC SURVEY
 DM7274.in May 2011.
 DM7274
 DM7274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7274.GEOID18 height accuracy estimate available here.
 DM7274
 DM7274.Click photographs - Photos may exist for this station.
 DM7274
 DM7274.The dynamic height is computed by dividing the NAVD 88
 DM7274.geopotential number by the normal gravity value computed on the
 DM7274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7274.degrees latitude (g = 980.6199 gals.).
 DM7274
 DM7274.The modeled gravity was interpolated from observed gravity values.
 DM7274
 DM7274;                    North         East    Units  Estimated Accuracy
 DM7274;SPC NJ       -   124,438.1     133,790.6     MT  (+/- 3 meters HH1 GPS) 
 DM7274
 DM7274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2650322711(NAD 83)
 DM7274
 DM7274                          SUPERSEDED SURVEY CONTROL
 DM7274
 DM7274.No superseded survey control is available for this station.
 DM7274
 DM7274_MARKER: DD = SURVEY DISK
 DM7274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7274_STAMPING: 27376
 DM7274_MARK LOGO: NJGS
 DM7274_PROJECTION: RECESSED 20 CENTIMETERS
 DM7274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7274+STABILITY: SURFACE MOTION
 DM7274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7274+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2022
 DM7274
 DM7274  HISTORY     - Date     Condition        Report By
 DM7274  HISTORY     - 1977     MONUMENTED       NJGS
 DM7274  HISTORY     - 20080702 GOOD             NJGS
 DM7274  HISTORY     - 20220127 GOOD             NJGS
 DM7274
 DM7274                          STATION DESCRIPTION
 DM7274
 DM7274'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7274'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, ON THE SOUTHEAST SIDE OF
 DM7274'COUNTY ROAD 616.
 DM7274'
 DM7274'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND PEMBERTON
 DM7274'ROAD (COUNTY ROAD 616), GO ABOUT 3.2 MI (5.1 KM) EAST-NORTHEAST THEN
 DM7274'NORTH ON PEMBERTON ROAD TO THE STATION ON THE RIGHT.
 DM7274'
 DM7274'IT IS ALSO ABOUT 1.0 MI (1.6 KM) SOUTH FROM THE JUNCTION OF COUNTY
 DM7274'ROAD 616 AND COUNTY ROAD 530 IN PEMBERTON.
 DM7274'
 DM7274'THE STATION IS 4.4 M (14.4 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY
 DM7274'ROAD 616, 10.3 M (33.8 FT) NORTHEAST OF POLE NUMBER 60100PM, 26.6 M
 DM7274'(87.3 FT) SOUTHWEST OF POLE NUMBER 60099PM, 24.5 M (80.4 FT) NORTHEAST
 DM7274'OF THE CENTERLINE OF THE DRIVE ON THE NORTHEAST SIDE OF THE K AND P
 DM7274'FARMS COUNTY STORE FARM MARKET.
 DM7274
 DM7274                          STATION RECOVERY (2022)
 DM7274
 DM7274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7275 ***********************************************************************
 DM7275  DESIGNATION -  27377
 DM7275  PID         -  DM7275
 DM7275  STATE/COUNTY-  NJ/BURLINGTON
 DM7275  COUNTRY     -  US
 DM7275  USGS QUAD   -  PEMBERTON (2019)
 DM7275
 DM7275                         *CURRENT SURVEY CONTROL
 DM7275  ______________________________________________________________________
 DM7275* NAD 83(1986) POSITION- 39 57 28.89   (N) 074 41 17.79   (W)   HD_HELD1
 DM7275* NAVD 88 ORTHO HEIGHT -    18.560 (meters)       60.89  (feet) ADJUSTED
 DM7275  ______________________________________________________________________
 DM7275  GEOID HEIGHT    -        -32.629 (meters)                     GEOID18
 DM7275  DYNAMIC HEIGHT  -         18.552 (meters)       60.87  (feet) COMP
 DM7275  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 DM7275
 DM7275  VERT ORDER      -  FIRST     CLASS II
 DM7275
 DM7275.The horizontal coordinates were determined by differentially corrected
 DM7275.hand held GPS observations or other comparable positioning techniques
 DM7275.and have an estimated accuracy of +/- 3 meters.
 DM7275
 DM7275.The orthometric height was determined by differential leveling and
 DM7275.adjusted by the NATIONAL GEODETIC SURVEY
 DM7275.in May 2011.
 DM7275
 DM7275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7275.GEOID18 height accuracy estimate available here.
 DM7275
 DM7275.Click photographs - Photos may exist for this station.
 DM7275
 DM7275.The dynamic height is computed by dividing the NAVD 88
 DM7275.geopotential number by the normal gravity value computed on the
 DM7275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7275.degrees latitude (g = 980.6199 gals.).
 DM7275
 DM7275.The modeled gravity was interpolated from observed gravity values.
 DM7275
 DM7275;                    North         East    Units  Estimated Accuracy
 DM7275;SPC NJ       -   124,871.2     133,914.2     MT  (+/- 3 meters HH1 GPS) 
 DM7275
 DM7275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2662523144(NAD 83)
 DM7275
 DM7275                          SUPERSEDED SURVEY CONTROL
 DM7275
 DM7275.No superseded survey control is available for this station.
 DM7275
 DM7275_MARKER: DD = SURVEY DISK
 DM7275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7275_STAMPING: 27377
 DM7275_MARK LOGO: NJGS
 DM7275_PROJECTION: RECESSED 8 CENTIMETERS
 DM7275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7275+STABILITY: SURFACE MOTION
 DM7275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7275+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 DM7275
 DM7275  HISTORY     - Date     Condition        Report By
 DM7275  HISTORY     - 1977     MONUMENTED       NJGS
 DM7275  HISTORY     - 20080702 GOOD             NJGS
 DM7275
 DM7275                          STATION DESCRIPTION
 DM7275
 DM7275'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7275'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, ON THE NORTHEAST SIDE OF
 DM7275'COUNTY ROAD 616, IN A GRASSY AREA SURROUNDED BY YALE ROAD, DEL MAR
 DM7275'ROAD AND ROUTE 616.
 DM7275'
 DM7275'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND PEMBERTON
 DM7275'ROAD (COUNTY ROAD 616), GO ABOUT 3.5 MI (5.6 KM) EAST-NORTHEAST THEN
 DM7275'NORTH ON PEMBERTON ROAD TO THE STATION ON THE RIGHT.
 DM7275'
 DM7275'IT IS ALSO ABOUT 0.7 MI (1.1 KM) SOUTH FROM THE JUNCTION OF COUNTY
 DM7275'ROAD 616 AND COUNTY ROAD 530 IN PEMBERTON.
 DM7275'
 DM7275'THE STATION IS 5.0 M (16.4 FT) SOUTHEAST OF THE CENTERLINE OF ROUTE
 DM7275'616, 16.4 M (53.8 FT) SOUTHWEST OF THE CENTERLINE EXTENDED OF YALE
 DM7275'ROAD, 11.5 N WEST-NORTHWEST OF THE CENTERLINE OF DEL MAR ROAD, 0.5 M
 DM7275'(1.6 FT) NORTHWEST OF A WITNESS SIGN, 24.2 M (79.4 FT) SOUTHWEST OF A
 DM7275'STREET SIGN (YALE ROAD).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9182 ***********************************************************************
 AH9182  DESIGNATION -  2738
 AH9182  PID         -  AH9182
 AH9182  STATE/COUNTY-  NJ/CAPE MAY
 AH9182  COUNTRY     -  US
 AH9182  USGS QUAD   -  STONE HARBOR (2019)
 AH9182
 AH9182                         *CURRENT SURVEY CONTROL
 AH9182  ______________________________________________________________________
 AH9182* NAD 83(1986) POSITION- 39 03 08.     (N) 074 50 34.     (W)   SCALED
 AH9182* NAVD 88 ORTHO HEIGHT -     3.450 (meters)       11.32  (feet) ADJUSTED
 AH9182  ______________________________________________________________________
 AH9182  GEOID HEIGHT    -        -35.262 (meters)                     GEOID18
 AH9182  DYNAMIC HEIGHT  -          3.448 (meters)       11.31  (feet) COMP
 AH9182  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 AH9182
 AH9182  VERT ORDER      -  FIRST     CLASS II
 AH9182
 AH9182.The horizontal coordinates were scaled from a map and have
 AH9182.an estimated accuracy of +/- 6 seconds.
 AH9182
 AH9182.The orthometric height was determined by differential leveling and
 AH9182.adjusted by the NATIONAL GEODETIC SURVEY
 AH9182.in March 2001.
 AH9182
 AH9182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9182.GEOID18 height accuracy estimate available here.
 AH9182
 AH9182.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ136225(NAD 83)
 AH9182
 AH9182                          SUPERSEDED SURVEY CONTROL
 AH9182
 AH9182.No superseded survey control is available for this station.
 AH9182
 AH9182_MARKER: DD = SURVEY DISK
 AH9182_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH9182_STAMPING: 2738
 AH9182_MARK LOGO: CGS+SS
 AH9182_PROJECTION: RECESSED 36 CENTIMETERS
 AH9182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9182+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2015
 AH9182
 AH9182  HISTORY     - Date     Condition        Report By
 AH9182  HISTORY     - 1934     MONUMENTED       NJGS
 AH9182  HISTORY     - 19970813 GOOD             NJGS
 AH9182  HISTORY     - 20150210 GOOD             IDAK
 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.
 AH9182
 AH9182                          STATION RECOVERY (2015)
 AH9182
 AH9182'RECOVERY NOTE BY DUBOIS AND KING, INC 2015 (JRF)
 AH9182'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6705 ***********************************************************************
 AB6705  DESIGNATION -  27380
 AB6705  PID         -  AB6705
 AB6705  STATE/COUNTY-  NJ/BURLINGTON
 AB6705  COUNTRY     -  US
 AB6705  USGS QUAD   -  PEMBERTON (2019)
 AB6705
 AB6705                         *CURRENT SURVEY CONTROL
 AB6705  ______________________________________________________________________
 AB6705* NAD 83(1986) POSITION- 39 58 11.03   (N) 074 41 03.73   (W)   HD_HELD1
 AB6705* NAVD 88 ORTHO HEIGHT -    11.442 (meters)       37.54  (feet) ADJUSTED
 AB6705  ______________________________________________________________________
 AB6705  GEOID HEIGHT    -        -32.612 (meters)                     GEOID18
 AB6705  DYNAMIC HEIGHT  -         11.437 (meters)       37.52  (feet) COMP
 AB6705  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 AB6705
 AB6705  VERT ORDER      -  FIRST     CLASS II
 AB6705
 AB6705.The horizontal coordinates were determined by differentially corrected
 AB6705.hand held GPS observations or other comparable positioning techniques
 AB6705.and have an estimated accuracy of +/- 3 meters.
 AB6705
 AB6705.The orthometric height was determined by differential leveling and
 AB6705.adjusted by the NATIONAL GEODETIC SURVEY
 AB6705.in May 2011.
 AB6705
 AB6705.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6705.GEOID18 height accuracy estimate available here.
 AB6705
 AB6705.Click photographs - Photos may exist for this station.
 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       -   126,170.1     134,250.6     MT  (+/- 3 meters HH1 GPS) 
 AB6705
 AB6705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2695424445(NAD 83)
 AB6705
 AB6705                          SUPERSEDED SURVEY CONTROL
 AB6705
 AB6705  NAVD 88 (09/26/96)   11.444  (m)           37.55   (f) SUPERSEDED  2 2
 AB6705
 AB6705.Superseded values are not recommended for survey control.
 AB6705
 AB6705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6705.See file dsdata.pdf to determine how the superseded data were derived.
 AB6705
 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 - March 29, 2015
 AB6705
 AB6705  HISTORY     - Date     Condition        Report By
 AB6705  HISTORY     - 1977     MONUMENTED       NJGS
 AB6705  HISTORY     - 19950602 GOOD             NJGS
 AB6705  HISTORY     - 19980105 GOOD             STEWRT
 AB6705  HISTORY     - 20050118 GOOD             INDIV
 AB6705  HISTORY     - 20080705 GOOD             NJGS
 AB6705  HISTORY     - 20150329 GOOD             INDIV
 AB6705  HISTORY     - 20220127 MARK NOT FOUND   NJGS
 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.
 AB6705
 AB6705                          STATION RECOVERY (2008)
 AB6705
 AB6705'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AB6705'RECOVERED AS DESCRIBED.
 AB6705
 AB6705                          STATION RECOVERY (2015)
 AB6705
 AB6705'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (HBH)
 AB6705'RECOVERED AS DESCRIBED.
 AB6705
 AB6705                          STATION RECOVERY (2022)
 AB6705
 AB6705'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 AB6705'BRIDGE, SIDEWALK AND CURBS HAVE ALL BEEN REPLACED.  CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6704 ***********************************************************************
 AB6704  DESIGNATION -  27381
 AB6704  PID         -  AB6704
 AB6704  STATE/COUNTY-  NJ/BURLINGTON
 AB6704  COUNTRY     -  US
 AB6704  USGS QUAD   -  PEMBERTON (2019)
 AB6704
 AB6704                         *CURRENT SURVEY CONTROL
 AB6704  ______________________________________________________________________
 AB6704* NAD 83(1986) POSITION- 39 58 24.97   (N) 074 40 56.36   (W)   HD_HELD1
 AB6704* NAVD 88 ORTHO HEIGHT -    22.608 (meters)       74.17  (feet) ADJUSTED
 AB6704  ______________________________________________________________________
 AB6704  GEOID HEIGHT    -        -32.607 (meters)                     GEOID18
 AB6704  DYNAMIC HEIGHT  -         22.598 (meters)       74.14  (feet) COMP
 AB6704  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 AB6704
 AB6704  VERT ORDER      -  FIRST     CLASS II
 AB6704
 AB6704.The horizontal coordinates were determined by differentially corrected
 AB6704.hand held GPS observations or other comparable positioning techniques
 AB6704.and have an estimated accuracy of +/- 3 meters.
 AB6704
 AB6704.The orthometric height was determined by differential leveling and
 AB6704.adjusted by the NATIONAL GEODETIC SURVEY
 AB6704.in May 2011.
 AB6704
 AB6704.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6704.GEOID18 height accuracy estimate available here.
 AB6704
 AB6704.Click photographs - Photos may exist for this station.
 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       -   126,599.6     134,426.4     MT  (+/- 3 meters HH1 GPS) 
 AB6704
 AB6704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2712724875(NAD 83)
 AB6704
 AB6704                          SUPERSEDED SURVEY CONTROL
 AB6704
 AB6704  NAVD 88 (09/26/96)   22.620  (m)           74.21   (f) SUPERSEDED  2 2
 AB6704
 AB6704.Superseded values are not recommended for survey control.
 AB6704
 AB6704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6704.See file dsdata.pdf to determine how the superseded data were derived.
 AB6704
 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 - July 07, 2008
 AB6704
 AB6704  HISTORY     - Date     Condition        Report By
 AB6704  HISTORY     - 1977     MONUMENTED       NJGS
 AB6704  HISTORY     - 19950602 GOOD             NJGS
 AB6704  HISTORY     - 20080707 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.
 AB6704
 AB6704                          STATION RECOVERY (2008)
 AB6704
 AB6704'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AB6704'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6703 ***********************************************************************
 AB6703  DESIGNATION -  27382
 AB6703  PID         -  AB6703
 AB6703  STATE/COUNTY-  NJ/BURLINGTON
 AB6703  COUNTRY     -  US
 AB6703  USGS QUAD   -  PEMBERTON (2019)
 AB6703
 AB6703                         *CURRENT SURVEY CONTROL
 AB6703  ______________________________________________________________________
 AB6703* NAD 83(1986) POSITION- 39 58 35.     (N) 074 40 50.     (W)   SCALED
 AB6703* NAVD 88 ORTHO HEIGHT -    13.177 (meters)       43.23  (feet) ADJUSTED
 AB6703  ______________________________________________________________________
 AB6703  GEOID HEIGHT    -        -32.603 (meters)                     GEOID18
 AB6703  DYNAMIC HEIGHT  -         13.171 (meters)       43.21  (feet) COMP
 AB6703  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 AB6703
 AB6703  VERT ORDER      -  FIRST     CLASS II
 AB6703
 AB6703.The horizontal coordinates were scaled from a map and have
 AB6703.an estimated accuracy of +/- 6 seconds.
 AB6703
 AB6703.The orthometric height was determined by differential leveling and
 AB6703.adjusted by the NATIONAL GEODETIC SURVEY
 AB6703.in May 2011.
 AB6703
 AB6703.No vertical observational check was made to the station.
 AB6703
 AB6703.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6703.GEOID18 height accuracy estimate available here.
 AB6703
 AB6703.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK272251(NAD 83)
 AB6703
 AB6703                          SUPERSEDED SURVEY CONTROL
 AB6703
 AB6703  NAVD 88 (09/26/96)   13.184  (m)           43.25   (f) SUPERSEDED  2 2
 AB6703
 AB6703.Superseded values are not recommended for survey control.
 AB6703
 AB6703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6703.See file dsdata.pdf to determine how the superseded data were derived.
 AB6703
 AB6703_MARKER: DD = SURVEY DISK
 AB6703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6703_STAMPING: 27382
 AB6703_MARK LOGO: NJGS
 AB6703_PROJECTION: FLUSH
 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 - July 07, 2008
 AB6703
 AB6703  HISTORY     - Date     Condition        Report By
 AB6703  HISTORY     - 1978     MONUMENTED       NJGS
 AB6703  HISTORY     - 19950424 GOOD             NJGS
 AB6703  HISTORY     - 20080707 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.
 AB6703
 AB6703                          STATION RECOVERY (2008)
 AB6703
 AB6703'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AB6703'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8735 ***********************************************************************
 AB8735  DESIGNATION -  27397
 AB8735  PID         -  AB8735
 AB8735  STATE/COUNTY-  NJ/BURLINGTON
 AB8735  COUNTRY     -  US
 AB8735  USGS QUAD   -  COLUMBUS (2016)
 AB8735
 AB8735                         *CURRENT SURVEY CONTROL
 AB8735  ______________________________________________________________________
 AB8735* NAD 83(2011) POSITION- 40 00 59.64123(N) 074 38 07.66136(W)   ADJUSTED
 AB8735* NAD 83(2011) ELLIP HT-    17.867 (meters)        (06/27/12)   ADJUSTED
 AB8735* NAD 83(2011) EPOCH   -  2010.00
 AB8735* NAVD 88 ORTHO HEIGHT -    50.4   (meters)      165.    (feet) GPS OBS
 AB8735  ______________________________________________________________________
 AB8735  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8735  GEOID HEIGHT    -        -32.840 (meters)                     GEOID93
 AB8735  GEOID HEIGHT    -        -32.549 (meters)                     GEOID18
 AB8735  NAD 83(2011) X  -  1,296,058.998 (meters)                     COMP
 AB8735  NAD 83(2011) Y  - -4,716,713.004 (meters)                     COMP
 AB8735  NAD 83(2011) Z  -  4,079,406.039 (meters)                     COMP
 AB8735  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 AB8735
 AB8735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8735  Standards:
 AB8735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8735  -------------------------------------------------------------------
 AB8735  NETWORK    0.33   0.61           0.15   0.11   0.31     -0.01140814
 AB8735  -------------------------------------------------------------------
 AB8735  Click here for local accuracies and other accuracy information.
 AB8735
 AB8735.The horizontal coordinates were established by GPS observations
 AB8735.and adjusted by the National Geodetic Survey in June 2012.
 AB8735
 AB8735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8735.been affixed to the stable North American tectonic plate. See 
 AB8735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8735
 AB8735.The horizontal coordinates are valid at the epoch date displayed above
 AB8735.which is a decimal equivalence of Year/Month/Day.
 AB8735
 AB8735.The orthometric height was determined by GPS observations and a
 AB8735.high-resolution geoid model.
 AB8735
 AB8735.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8735.GEOID18 height accuracy estimate available here.
 AB8735
 AB8735.Click photographs - Photos may exist for this station.
 AB8735
 AB8735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8735
 AB8735.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8735
 AB8735.The ellipsoidal height was determined by GPS observations
 AB8735.and is referenced to NAD 83.
 AB8735
 AB8735. The following values were computed from the NAD 83(2011) position.
 AB8735
 AB8735;                    North         East     Units Scale Factor Converg.
 AB8735;SPC NJ       -   131,362.528   138,436.372   MT  0.99990165   -0 05 13.6
 AB8735;SPC NJ       -   430,978.56    454,186.66   sFT  0.99990165   -0 05 13.6
 AB8735;UTM  18      - 4,429,659.633   531,109.413   MT  0.99961191   +0 14 03.9
 AB8735
 AB8735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8735!SPC NJ       -   0.99999720  x   0.99990165  =   0.99989885
 AB8735!UTM  18      -   0.99999720  x   0.99961191  =   0.99960911
 AB8735
 AB8735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3110929659(NAD 83)
 AB8735
 AB8735                          SUPERSEDED SURVEY CONTROL
 AB8735
 AB8735  NAD 83(2007)-  40 00 59.64166(N)    074 38 07.66200(W) AD(2002.00) 0
 AB8735  ELLIP H (02/10/07)   17.873  (m)                       GP(2002.00)    
 AB8735  ELLIP H (10/23/02)   17.904  (m)                       GP(       ) 4 1
 AB8735  NAD 83(1996)-  40 00 59.64152(N)    074 38 07.66199(W) AD(       ) 1
 AB8735  ELLIP H (05/14/99)   17.889  (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)   17.858  (m)                       GP(       ) 2 1
 AB8735
 AB8735.Superseded values are not recommended for survey control.
 AB8735
 AB8735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8735.See file dsdata.pdf to determine how the superseded data were derived.
 AB8735
 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 - December 09, 2005
 AB8735
 AB8735  HISTORY     - Date     Condition        Report By
 AB8735  HISTORY     - 1977     MONUMENTED       NJDCED
 AB8735  HISTORY     - 19951129 GOOD             TWT
 AB8735  HISTORY     - 20030411 POOR             INDIV
 AB8735  HISTORY     - 20051209 GOOD             BANC
 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'STATIION IN BAD CONDITION-STAMPING BARELY LEGIBLE.
 AB8735
 AB8735                          STATION RECOVERY (2005)
 AB8735
 AB8735'RECOVERY NOTE BY BANC 3 2005 (SC)
 AB8735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0427 ***********************************************************************
 JU0427  DESIGNATION -  2740
 JU0427  PID         -  JU0427
 JU0427  STATE/COUNTY-  NJ/CAPE MAY
 JU0427  COUNTRY     -  US
 JU0427  USGS QUAD   -  STONE HARBOR (2019)
 JU0427
 JU0427                         *CURRENT SURVEY CONTROL
 JU0427  ______________________________________________________________________
 JU0427* NAD 83(1986) POSITION- 39 02 34.     (N) 074 51 19.     (W)   SCALED
 JU0427* NAVD 88 ORTHO HEIGHT -     5.594 (meters)       18.35  (feet) ADJUSTED
 JU0427  ______________________________________________________________________
 JU0427  GEOID HEIGHT    -        -35.282 (meters)                     GEOID18
 JU0427  DYNAMIC HEIGHT  -          5.591 (meters)       18.34  (feet) COMP
 JU0427  MODELED GRAVITY -    980,060.6   (mgal)                       NAVD 88
 JU0427
 JU0427  VERT ORDER      -  FIRST     CLASS II
 JU0427
 JU0427.The horizontal coordinates were scaled from a map and have
 JU0427.an estimated accuracy of +/- 6 seconds.
 JU0427
 JU0427.The orthometric height was determined by differential leveling and
 JU0427.adjusted by the NATIONAL GEODETIC SURVEY
 JU0427.in June 1991.
 JU0427
 JU0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0427.GEOID18 height accuracy estimate available here.
 JU0427
 JU0427.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ125215(NAD 83)
 JU0427
 JU0427                          SUPERSEDED SURVEY CONTROL
 JU0427
 JU0427  NGVD 29 (04/16/92)    5.999  (m)           19.68   (f) ADJUSTED    1 2
 JU0427  NGVD 29 (01/10/92)    5.999  (m)           19.68   (f) SUPERSEDED  1 2
 JU0427  NGVD 29 (??/??/87)    5.999  (m)           19.68   (f) SUPERSEDED  1 2
 JU0427
 JU0427.Superseded values are not recommended for survey control.
 JU0427
 JU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0427.See file dsdata.pdf to determine how the superseded data were derived.
 JU0427
 JU0427_MARKER: DD = SURVEY DISK
 JU0427_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0427_STAMPING: 2740
 JU0427_MARK LOGO: CGS+SS
 JU0427_PROJECTION: FLUSH
 JU0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0427
 JU0427  HISTORY     - Date     Condition        Report By
 JU0427  HISTORY     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 JU0431 ***********************************************************************
 JU0431  DESIGNATION -  2741
 JU0431  PID         -  JU0431
 JU0431  STATE/COUNTY-  NJ/CAPE MAY
 JU0431  COUNTRY     -  US
 JU0431  USGS QUAD   -  RIO GRANDE (2019)
 JU0431
 JU0431                         *CURRENT SURVEY CONTROL
 JU0431  ______________________________________________________________________
 JU0431* NAD 83(2011) POSITION- 39 00 51.92599(N) 074 52 34.18937(W)   ADJUSTED
 JU0431* NAD 83(2011) ELLIP HT-   -29.003 (meters)        (06/27/12)   ADJUSTED
 JU0431* NAD 83(2011) EPOCH   -  2010.00
 JU0431* NAVD 88 ORTHO HEIGHT -     6.363 (meters)       20.88  (feet) ADJUSTED
 JU0431  ______________________________________________________________________
 JU0431  GEOID HEIGHT    -        -35.353 (meters)                     GEOID18
 JU0431  NAD 83(2011) X  -  1,294,693.756 (meters)                     COMP
 JU0431  NAD 83(2011) Y  - -4,790,423.667 (meters)                     COMP
 JU0431  NAD 83(2011) Z  -  3,993,543.064 (meters)                     COMP
 JU0431  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 JU0431  DYNAMIC HEIGHT  -          6.359 (meters)       20.86  (feet) COMP
 JU0431  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 JU0431
 JU0431  VERT ORDER      -  FIRST     CLASS II
 JU0431
 JU0431  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0431  Standards:
 JU0431         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0431            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0431  -------------------------------------------------------------------
 JU0431  NETWORK    0.53   0.88           0.23   0.20   0.45      0.00552841
 JU0431  -------------------------------------------------------------------
 JU0431  Click here for local accuracies and other accuracy information.
 JU0431
 JU0431.The horizontal coordinates were established by GPS observations
 JU0431.and adjusted by the National Geodetic Survey in June 2012.
 JU0431
 JU0431.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0431.been affixed to the stable North American tectonic plate. See 
 JU0431.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0431
 JU0431.The horizontal coordinates are valid at the epoch date displayed above
 JU0431.which is a decimal equivalence of Year/Month/Day.
 JU0431
 JU0431.The orthometric height was determined by differential leveling and
 JU0431.adjusted by the NATIONAL GEODETIC SURVEY
 JU0431.in June 1991.
 JU0431
 JU0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0431.GEOID18 height accuracy estimate available here.
 JU0431
 JU0431.Click photographs - Photos may exist for this station.
 JU0431
 JU0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0431
 JU0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0431
 JU0431.The ellipsoidal height was determined by GPS observations
 JU0431.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0431
 JU0431;                    North         East     Units Scale Factor Converg.
 JU0431;SPC NJ       -    20,168.899   117,424.116   MT  0.99991306   -0 14 12.5
 JU0431;SPC NJ       -    66,170.80    385,248.95   sFT  0.99991306   -0 14 12.5
 JU0431;UTM  18      - 4,318,384.513   510,721.025   MT  0.99960142   +0 04 40.6
 JU0431
 JU0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0431!SPC NJ       -   1.00000455  x   0.99991306  =   0.99991761
 JU0431!UTM  18      -   1.00000455  x   0.99960142  =   0.99960597
 JU0431
 JU0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1072118384(NAD 83)
 JU0431
 JU0431                          SUPERSEDED SURVEY CONTROL
 JU0431
 JU0431  NAD 83(2007)-  39 00 51.92629(N)    074 52 34.19010(W) AD(2002.00) 0
 JU0431  ELLIP H (02/10/07)  -28.989  (m)                       GP(2002.00)    
 JU0431  ELLIP H (10/23/02)  -28.969  (m)                       GP(       ) 4 1
 JU0431  NAD 83(1996)-  39 00 51.92627(N)    074 52 34.18985(W) AD(       ) 1
 JU0431  ELLIP H (05/14/99)  -28.980  (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)  -29.062  (m)                       GP(       ) 3 2
 JU0431  NAVD 88               6.36   (m)           20.9    (f) LEVELING    3  
 JU0431  NGVD 29 (04/16/92)    6.766  (m)           22.20   (f) ADJUSTED    1 2
 JU0431  NGVD 29 (01/10/92)    6.766  (m)           22.20   (f) SUPERSEDED  1 2
 JU0431  NGVD 29 (??/??/87)    6.776  (m)           22.23   (f) SUPERSEDED  1 2
 JU0431
 JU0431.Superseded values are not recommended for survey control.
 JU0431
 JU0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0431.See file dsdata.pdf to determine how the superseded data were derived.
 JU0431
 JU0431_MARKER: DD = SURVEY DISK
 JU0431_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU0431_STAMPING: 2741
 JU0431_MARK LOGO: CGS+SS
 JU0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 DM7229 ***********************************************************************
 DM7229  DESIGNATION -  27455
 DM7229  PID         -  DM7229
 DM7229  STATE/COUNTY-  NJ/BURLINGTON
 DM7229  COUNTRY     -  US
 DM7229  USGS QUAD   -  BRISTOL (2019)
 DM7229
 DM7229                         *CURRENT SURVEY CONTROL
 DM7229  ______________________________________________________________________
 DM7229* NAD 83(1986) POSITION- 40 01 10.11   (N) 074 49 47.88   (W)   HD_HELD1
 DM7229* NAVD 88 ORTHO HEIGHT -    20.677 (meters)       67.84  (feet) ADJUSTED
 DM7229  ______________________________________________________________________
 DM7229  GEOID HEIGHT    -        -32.703 (meters)                     GEOID18
 DM7229  DYNAMIC HEIGHT  -         20.668 (meters)       67.81  (feet) COMP
 DM7229  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 DM7229
 DM7229  VERT ORDER      -  FIRST     CLASS II
 DM7229
 DM7229.The horizontal coordinates were determined by differentially corrected
 DM7229.hand held GPS observations or other comparable positioning techniques
 DM7229.and have an estimated accuracy of +/- 3 meters.
 DM7229
 DM7229.The orthometric height was determined by differential leveling and
 DM7229.adjusted by the NATIONAL GEODETIC SURVEY
 DM7229.in May 2011.
 DM7229
 DM7229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7229.GEOID18 height accuracy estimate available here.
 DM7229
 DM7229.Click photographs - Photos may exist for this station.
 DM7229
 DM7229.The dynamic height is computed by dividing the NAVD 88
 DM7229.geopotential number by the normal gravity value computed on the
 DM7229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7229.degrees latitude (g = 980.6199 gals.).
 DM7229
 DM7229.The modeled gravity was interpolated from observed gravity values.
 DM7229
 DM7229;                    North         East    Units  Estimated Accuracy
 DM7229;SPC NJ       -   131,728.8     121,833.7     MT  (+/- 3 meters HH1 GPS) 
 DM7229
 DM7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1450929932(NAD 83)
 DM7229
 DM7229                          SUPERSEDED SURVEY CONTROL
 DM7229
 DM7229.No superseded survey control is available for this station.
 DM7229
 DM7229_MARKER: DD = SURVEY DISK
 DM7229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7229_STAMPING: 27455
 DM7229_MARK LOGO: NJGS
 DM7229_PROJECTION: RECESSED 41 CENTIMETERS
 DM7229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7229+STABILITY: SURFACE MOTION
 DM7229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7229+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2022
 DM7229
 DM7229  HISTORY     - Date     Condition        Report By
 DM7229  HISTORY     - 1980     MONUMENTED       NJGS
 DM7229  HISTORY     - 20080507 GOOD             NJGS
 DM7229  HISTORY     - 20220318 GOOD             NJGS
 DM7229
 DM7229                          STATION DESCRIPTION
 DM7229
 DM7229'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (EJO)
 DM7229'THE STATION IS LOCATED IN WESTAMPTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DM7229'WOODLANE ROAD (COUNTY ROAD 630).
 DM7229'
 DM7229'TO REACH THE STATION FROM THE ROUTE 295 OVERPASS OF WOODLANE ROAD GO
 DM7229'SOUTHEAST ON WOODLANE ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON THE
 DM7229'RIGHT, IN FRONT OF HOUSE NUMBER 629.
 DM7229'
 DM7229'THE STATION IS 30.1 FT (9.2 M) EAST-SOUTHEAST FROM WOOD UTILITY POLE
 DM7229'NUMBER 60113, 16.3 FT (5.0 M) SOUTHWEST FROM THE CENTERLINE OF THE OLD
 DM7229'ROAD, 33.7 FT (10.3 M) NORTHWEST FROM THE CENTERLINE OF THE NEW ROAD,
 DM7229'72.1 FT (22.0 M) SOUTH-SOUTHWEST FROM THE END OF A STEEL GUIDE RAIL
 DM7229'AND 16.8 FT (5.1 M) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF AN
 DM7229'INLET.
 DM7229
 DM7229                          STATION RECOVERY (2022)
 DM7229
 DM7229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7229'RECOVERED IN GOOD CONDITION, MONUMENT IS APPROX. 16 INCHES (41 CM)
 DM7229'UNDER THE SURFACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7228 ***********************************************************************
 DM7228  DESIGNATION -  27456
 DM7228  PID         -  DM7228
 DM7228  STATE/COUNTY-  NJ/BURLINGTON
 DM7228  COUNTRY     -  US
 DM7228  USGS QUAD   -  BRISTOL (2019)
 DM7228
 DM7228                         *CURRENT SURVEY CONTROL
 DM7228  ______________________________________________________________________
 DM7228* NAD 83(1986) POSITION- 40 01 13.     (N) 074 50 04.     (W)   SCALED
 DM7228* NAVD 88 ORTHO HEIGHT -    17.138 (meters)       56.23  (feet) ADJUSTED
 DM7228  ______________________________________________________________________
 DM7228  GEOID HEIGHT    -        -32.709 (meters)                     GEOID18
 DM7228  DYNAMIC HEIGHT  -         17.130 (meters)       56.20  (feet) COMP
 DM7228  MODELED GRAVITY -    980,198.4   (mgal)                       NAVD 88
 DM7228
 DM7228  VERT ORDER      -  FIRST     CLASS II
 DM7228
 DM7228.The horizontal coordinates were scaled from a map and have
 DM7228.an estimated accuracy of +/- 6 seconds.
 DM7228
 DM7228.The orthometric height was determined by differential leveling and
 DM7228.adjusted by the NATIONAL GEODETIC SURVEY
 DM7228.in May 2011.
 DM7228
 DM7228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7228.GEOID18 height accuracy estimate available here.
 DM7228
 DM7228.Click photographs - Photos may exist for this station.
 DM7228
 DM7228.The dynamic height is computed by dividing the NAVD 88
 DM7228.geopotential number by the normal gravity value computed on the
 DM7228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7228.degrees latitude (g = 980.6199 gals.).
 DM7228
 DM7228.The modeled gravity was interpolated from observed gravity values.
 DM7228
 DM7228;                    North         East    Units  Estimated Accuracy
 DM7228;SPC NJ       -   131,820.      121,450.      MT  (+/- 180 meters Scaled)
 DM7228
 DM7228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK141300(NAD 83)
 DM7228
 DM7228                          SUPERSEDED SURVEY CONTROL
 DM7228
 DM7228.No superseded survey control is available for this station.
 DM7228
 DM7228_MARKER: DD = SURVEY DISK
 DM7228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7228_STAMPING: 27456
 DM7228_MARK LOGO: NJGS
 DM7228_PROJECTION: RECESSED 5 CENTIMETERS
 DM7228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7228+STABILITY: SURFACE MOTION
 DM7228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7228+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM7228
 DM7228  HISTORY     - Date     Condition        Report By
 DM7228  HISTORY     - 1980     MONUMENTED       NJGS
 DM7228  HISTORY     - 20080507 GOOD             NJGS
 DM7228  HISTORY     - 20210125 MARK NOT FOUND   NJGS
 DM7228
 DM7228                          STATION DESCRIPTION
 DM7228
 DM7228'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (SJM)
 DM7228'THE STATION IS LOCATED IN WESTAMPTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DM7228'WOODLANE ROAD (COUNTY ROAD 630).
 DM7228'
 DM7228'TO REACH THE STATION FROM THE ROUTE 295 OVERPASS OF WOODLANE ROAD, GO
 DM7228'0.6 MI (1.0 KM) EAST-SOUTHEAST TO THE STATION ON THE RIGHT.
 DM7228'
 DM7228'THE STATION IS 13.4 FT (4.1 M) SOUTHWEST FROM THE CENTERLINE OF
 DM7228'WOODLANE ROAD, ROUTE 630, 76.8 FT (23.4 M) EAST-SOUTHEAST FROM WOOD
 DM7228'UTILITY POLE NUMBER 60012, 24.3 FT (7.4 M) EAST-SOUTHEAST FROM THE
 DM7228'EAST EDGE OF A CONCRETE HEADWALL, AND 50.7 FT (15.5 M) WEST NORTHWEST
 DM7228'FROM WOOD UTILITY POLE NUMBER 60011.
 DM7228
 DM7228                          STATION RECOVERY (2021)
 DM7228
 DM7228'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DM7228'TIES PLACE MARK AT THE EDGE OF PAVEMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7227 ***********************************************************************
 DM7227  DESIGNATION -  27457
 DM7227  PID         -  DM7227
 DM7227  STATE/COUNTY-  NJ/BURLINGTON
 DM7227  COUNTRY     -  US
 DM7227  USGS QUAD   -  BRISTOL (2019)
 DM7227
 DM7227                         *CURRENT SURVEY CONTROL
 DM7227  ______________________________________________________________________
 DM7227* NAD 83(1986) POSITION- 40 01 16.     (N) 074 50 21.     (W)   SCALED
 DM7227* NAVD 88 ORTHO HEIGHT -    22.912 (meters)       75.17  (feet) ADJUSTED
 DM7227  ______________________________________________________________________
 DM7227  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 DM7227  DYNAMIC HEIGHT  -         22.903 (meters)       75.14  (feet) COMP
 DM7227  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 DM7227
 DM7227  VERT ORDER      -  FIRST     CLASS II
 DM7227
 DM7227.The horizontal coordinates were scaled from a map and have
 DM7227.an estimated accuracy of +/- 6 seconds.
 DM7227
 DM7227.The orthometric height was determined by differential leveling and
 DM7227.adjusted by the NATIONAL GEODETIC SURVEY
 DM7227.in May 2011.
 DM7227
 DM7227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7227.GEOID18 height accuracy estimate available here.
 DM7227
 DM7227.Click photographs - Photos may exist for this station.
 DM7227
 DM7227.The dynamic height is computed by dividing the NAVD 88
 DM7227.geopotential number by the normal gravity value computed on the
 DM7227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7227.degrees latitude (g = 980.6199 gals.).
 DM7227
 DM7227.The modeled gravity was interpolated from observed gravity values.
 DM7227
 DM7227;                    North         East    Units  Estimated Accuracy
 DM7227;SPC NJ       -   131,910.      121,050.      MT  (+/- 180 meters Scaled)
 DM7227
 DM7227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK137301(NAD 83)
 DM7227
 DM7227                          SUPERSEDED SURVEY CONTROL
 DM7227
 DM7227.No superseded survey control is available for this station.
 DM7227
 DM7227_MARKER: DD = SURVEY DISK
 DM7227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7227_STAMPING: 27457
 DM7227_MARK LOGO: NJGS
 DM7227_PROJECTION: RECESSED 30 CENTIMETERS
 DM7227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7227+STABILITY: SURFACE MOTION
 DM7227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7227+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM7227
 DM7227  HISTORY     - Date     Condition        Report By
 DM7227  HISTORY     - 1980     MONUMENTED       NJGS
 DM7227  HISTORY     - 20080507 GOOD             NJGS
 DM7227  HISTORY     - 20210609 MARK NOT FOUND   NJGS
 DM7227
 DM7227                          STATION DESCRIPTION
 DM7227
 DM7227'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7227'THE STATION IS LOCATED IN WESTAMPTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DM7227'WOODLANE ROAD (COUNTY ROAD 630).
 DM7227'
 DM7227'TO REACH THE STATION FROM THE INTERSECTION OF THE ROUTE 295 OVERPASS
 DM7227'OF WOODLANE ROAD, GO EAST-SOUTHEAST ON WOODLANE ROAD FOR 0.3 MI (0.5
 DM7227'KM) TO THE STATION ON THE RIGHT.
 DM7227'
 DM7227'THE STATION IS 9.0 FT (2.7 M) SOUTHEAST FROM WOOD UTILITY POLE NUMBER
 DM7227'460, 15.5 FT (4.7 M) SOUTH-SOUTHWEST FROM THE CENTERLINE OF WOODLANE
 DM7227'ROAD, ROUTE 630 AND 116.3 FT (35.4 M) NORTHWEST FROM WOOD UTILITY POLE
 DM7227'NUMBER 917.  AT THIS TIME THE STATION IS APPROXIMATELY 1 FT (0.3 M)
 DM7227'BELOW THE GROUND.
 DM7227
 DM7227                          STATION RECOVERY (2021)
 DM7227
 DM7227'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DM7227'POLE NUMBERS HAVE CHANGED, POSSIBLY REPLACED.  TIES INSUFFICIENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7252 ***********************************************************************
 DM7252  DESIGNATION -  27458
 DM7252  PID         -  DM7252
 DM7252  STATE/COUNTY-  NJ/BURLINGTON
 DM7252  COUNTRY     -  US
 DM7252  USGS QUAD   -  BRISTOL (2019)
 DM7252
 DM7252                         *CURRENT SURVEY CONTROL
 DM7252  ______________________________________________________________________
 DM7252* NAD 83(1986) POSITION- 40 01 20.     (N) 074 50 42.     (W)   SCALED
 DM7252* NAVD 88 ORTHO HEIGHT -    21.423 (meters)       70.29  (feet) ADJUSTED
 DM7252  ______________________________________________________________________
 DM7252  GEOID HEIGHT    -        -32.723 (meters)                     GEOID18
 DM7252  DYNAMIC HEIGHT  -         21.414 (meters)       70.26  (feet) COMP
 DM7252  MODELED GRAVITY -    980,197.8   (mgal)                       NAVD 88
 DM7252
 DM7252  VERT ORDER      -  FIRST     CLASS II
 DM7252
 DM7252.The horizontal coordinates were scaled from a map and have
 DM7252.an estimated accuracy of +/- 6 seconds.
 DM7252
 DM7252.The orthometric height was determined by differential leveling and
 DM7252.adjusted by the NATIONAL GEODETIC SURVEY
 DM7252.in May 2011.
 DM7252
 DM7252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7252.GEOID18 height accuracy estimate available here.
 DM7252
 DM7252.Click photographs - Photos may exist for this station.
 DM7252
 DM7252.The dynamic height is computed by dividing the NAVD 88
 DM7252.geopotential number by the normal gravity value computed on the
 DM7252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7252.degrees latitude (g = 980.6199 gals.).
 DM7252
 DM7252.The modeled gravity was interpolated from observed gravity values.
 DM7252
 DM7252;                    North         East    Units  Estimated Accuracy
 DM7252;SPC NJ       -   132,040.      120,550.      MT  (+/- 180 meters Scaled)
 DM7252
 DM7252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK132302(NAD 83)
 DM7252
 DM7252                          SUPERSEDED SURVEY CONTROL
 DM7252
 DM7252.No superseded survey control is available for this station.
 DM7252
 DM7252_MARKER: DD = SURVEY DISK
 DM7252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7252_SP_SET: CURB
 DM7252_STAMPING: 27458
 DM7252_MARK LOGO: NJGS
 DM7252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7252+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DM7252
 DM7252  HISTORY     - Date     Condition        Report By
 DM7252  HISTORY     - 1980     MONUMENTED       NJGS
 DM7252  HISTORY     - 20080609 GOOD             NJGS
 DM7252
 DM7252                          STATION DESCRIPTION
 DM7252
 DM7252'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7252'THE STATION IS LOCATED IN WESTAMPTON TOWNSHIP, IN A DRILL HOLE IN THE
 DM7252'CURBLINE ON THE NORTH SIDE OF WOODLANE ROAD (COUNTY ROAD 630), ABOUT
 DM7252'43.4 M (142.4 FT) WEST OF THE CENTER OF THE WOODLANE ROAD BRIDGE
 DM7252'SPANNING US INTERSTATE 295.
 DM7252'
 DM7252'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 (NORTH BOUND
 DM7252'LANES) AND HIGH STREET (COUNTY ROAD 541) GO 0.75 MI (1.2 KM) SOUTHEAST
 DM7252'ON HIGH STREET TO THE WYE JUNCTION WITH RANCOCAS ROAD (COUNTY ROAD
 DM7252'635).  TURN TO THE RIGHT AND GO ABOUT 2.5 MI (4.0 KM) SOUTH TO THE
 DM7252'JUNCTION WITH WOODLANE ROAD (COUNTY ROAD 630).  TURN LEFT AND GO 0.6
 DM7252'MI (1.0 KM) EAST ON WOODLANE ROAD TO THE STATION ON THE LEFT.
 DM7252'
 DM7252'THE STATION IS 4.6 M (15.1 FT) NORTH OF THE CENTERLINE OF WOODLANE
 DM7252'ROAD, 12.9 M (42.3 FT) WEST OF THE WEST END OF THE CONCRETE BALUSTRADE
 DM7252'OF THE BRIDGE, 43.4 M (142.4 FT) WEST OF THE CENTER OF THE BRIDGE, 1.0
 DM7252'M (3.3 FT) SOUTH OF THE SOUTH FACE OF THE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7220 ***********************************************************************
 DM7220  DESIGNATION -  27471
 DM7220  PID         -  DM7220
 DM7220  STATE/COUNTY-  NJ/BURLINGTON
 DM7220  COUNTRY     -  US
 DM7220  USGS QUAD   -  BRISTOL (2019)
 DM7220
 DM7220                         *CURRENT SURVEY CONTROL
 DM7220  ______________________________________________________________________
 DM7220* NAD 83(1986) POSITION- 40 03 32.     (N) 074 51 02.     (W)   SCALED
 DM7220* NAVD 88 ORTHO HEIGHT -    24.312 (meters)       79.76  (feet) ADJUSTED
 DM7220  ______________________________________________________________________
 DM7220  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 DM7220  DYNAMIC HEIGHT  -         24.302 (meters)       79.73  (feet) COMP
 DM7220  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 DM7220
 DM7220  VERT ORDER      -  FIRST     CLASS II
 DM7220
 DM7220.The horizontal coordinates were scaled from a map and have
 DM7220.an estimated accuracy of +/- 6 seconds.
 DM7220
 DM7220.The orthometric height was determined by differential leveling and
 DM7220.adjusted by the NATIONAL GEODETIC SURVEY
 DM7220.in May 2011.
 DM7220
 DM7220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7220.GEOID18 height accuracy estimate available here.
 DM7220
 DM7220.Click photographs - Photos may exist for this station.
 DM7220
 DM7220.The dynamic height is computed by dividing the NAVD 88
 DM7220.geopotential number by the normal gravity value computed on the
 DM7220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7220.degrees latitude (g = 980.6199 gals.).
 DM7220
 DM7220.The modeled gravity was interpolated from observed gravity values.
 DM7220
 DM7220;                    North         East    Units  Estimated Accuracy
 DM7220;SPC NJ       -   136,110.      120,090.      MT  (+/- 180 meters Scaled)
 DM7220
 DM7220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK127343(NAD 83)
 DM7220
 DM7220                          SUPERSEDED SURVEY CONTROL
 DM7220
 DM7220.No superseded survey control is available for this station.
 DM7220
 DM7220_MARKER: DD = SURVEY DISK
 DM7220_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7220_SP_SET: SIDEWALK
 DM7220_STAMPING: 27471
 DM7220_MARK LOGO: NJGS
 DM7220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7220+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2024
 DM7220
 DM7220  HISTORY     - Date     Condition        Report By
 DM7220  HISTORY     - 1980     MONUMENTED       NJGS
 DM7220  HISTORY     - 20080428 GOOD             NJGS
 DM7220  HISTORY     - 20241218 GOOD             AAAS
 DM7220
 DM7220                          STATION DESCRIPTION
 DM7220
 DM7220'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7220'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP, ON THE WEST SIDE OF
 DM7220'RANCOCAS ROAD (COUNTY ROAD 635).
 DM7220'
 DM7220'TO REACH THE STATION FROM THE JUNCTION OF RANCOCAS ROAD AND HIGH
 DM7220'STREET, GO 0.1 MI (0.2 KM) SOUTH ON RANCOCAS ROAD TO THE STATION ON
 DM7220'THE RIGHT.
 DM7220'
 DM7220'THE STATION IS SET IN THE SIDEWALK ON THE WEST SIDE OF RANCOCAS ROAD
 DM7220'AT THE JUNCTION OF RANCOCAS ROAD AND CHAPEL STREET, 4.0 FT (1.2 M)
 DM7220'SOUTH-SOUTHWEST OF POLE NUMBER PS2088BT, 20.0 FT (6.1 M)
 DM7220'WEST-NORTHWEST OF THE CENTERLINE OF RANCOCAS ROAD, 1.0 FT (0.3 M)
 DM7220'SOUTH OF THE CENTERLINE EXTENDED OF CHAPEL STREET.
 DM7220
 DM7220                          STATION RECOVERY (2024)
 DM7220
 DM7220'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DM7220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6656 ***********************************************************************
 KV6656  DESIGNATION -  27472
 KV6656  PID         -  KV6656
 KV6656  STATE/COUNTY-  NJ/BURLINGTON
 KV6656  COUNTRY     -  US
 KV6656  USGS QUAD   -  BRISTOL (2019)
 KV6656
 KV6656                         *CURRENT SURVEY CONTROL
 KV6656  ______________________________________________________________________
 KV6656* NAD 83(1986) POSITION- 40 04 22.46   (N) 074 51 04.40   (W)   HD_HELD1
 KV6656* NAVD 88 ORTHO HEIGHT -     2.378 (meters)        7.80  (feet) ADJUSTED
 KV6656  ______________________________________________________________________
 KV6656  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 KV6656  DYNAMIC HEIGHT  -          2.377 (meters)        7.80  (feet) COMP
 KV6656  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 KV6656
 KV6656  VERT ORDER      -  FIRST     CLASS II
 KV6656
 KV6656.The horizontal coordinates were determined by differentially corrected
 KV6656.hand held GPS observations or other comparable positioning techniques
 KV6656.and have an estimated accuracy of +/- 3 meters.
 KV6656
 KV6656.The orthometric height was determined by differential leveling and
 KV6656.adjusted by the NATIONAL GEODETIC SURVEY
 KV6656.in March 2001.
 KV6656
 KV6656.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6656.GEOID18 height accuracy estimate available here.
 KV6656
 KV6656.Click photographs - Photos may exist for this station.
 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       -   137,667.8     120,042.7     MT  (+/- 3 meters HH1 GPS) 
 KV6656
 KV6656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1268635859(NAD 83)
 KV6656
 KV6656                          SUPERSEDED SURVEY CONTROL
 KV6656
 KV6656  NAVD 88 (01/25/94)    2.380  (m)            7.81   (f) SUPERSEDED  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
 KV6656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6656.See file dsdata.pdf to determine how the superseded data were derived.
 KV6656
 KV6656_MARKER: DD = SURVEY DISK
 KV6656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6656_STAMPING: 27472
 KV6656_MARK LOGO: NJGS
 KV6656_PROJECTION: FLUSH
 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 SUITABLE FOR
 KV6656+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2024
 KV6656
 KV6656  HISTORY     - Date     Condition        Report By
 KV6656  HISTORY     - 1980     MONUMENTED       NJGS
 KV6656  HISTORY     - 19910611 GOOD             NJGS
 KV6656  HISTORY     - 19980527 GOOD             NJGS
 KV6656  HISTORY     - 20080428 GOOD             NJGS
 KV6656  HISTORY     - 20080715 GOOD             UE
 KV6656  HISTORY     - 20221005 GOOD             NJGS
 KV6656  HISTORY     - 20241017 GOOD             AAAS
 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.
 KV6656
 KV6656                          STATION RECOVERY (2008)
 KV6656
 KV6656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV6656'RECOVERED AS DESCRIBED.
 KV6656
 KV6656                          STATION RECOVERY (2008)
 KV6656
 KV6656'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV6656'STATION DESCRIPTION SHOULD BE REWORDED,  ON THE SOUTHEAST SIDE OF THE
 KV6656'SOUTHBOUND LANES . . . SET AT THE EAST CORNER OF THE INTERSECTION OF
 KV6656'THE SOUTHBOUND LANES OF U.S. HIGHWAY 130 . . .
 KV6656'2.1 M (6.9 FT) SOUTHEAST OF THE SOUTHEAST CURBLINE . . .
 KV6656'1.6 M (5.2 FT) EAST FROM THE EAST CORNER TRAFFIC SIGNAL . . .
 KV6656'10.4 M (34.1 FT) SOUTHEAST FROM THE CENTERLINE OF THE SOUTHBOUND LANES
 KV6656'. . .
 KV6656'6.2 M (20.3 FT) NORTHEAST OF THE NORTHEAST CURBLINE OF JACKSONVILLE
 KV6656'ROAD. . . .
 KV6656'
 KV6656'ACME SUPERMARKET BUILDING HAD BEEN DEMOLISHED AND IS NOW A GRASSED
 KV6656'AREA. PARKING LOT IS STILL INTACT.
 KV6656
 KV6656                          STATION RECOVERY (2022)
 KV6656
 KV6656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6656'RECOVERED IN GOOD CONDITION.
 KV6656
 KV6656                          STATION RECOVERY (2024)
 KV6656
 KV6656'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0659 ***********************************************************************
 KV0659  DESIGNATION -  275.82 ELRR
 KV0659  PID         -  KV0659
 KV0659  STATE/COUNTY-  NJ/MORRIS
 KV0659  COUNTRY     -  US
 KV0659  USGS QUAD   -  MORRISTOWN (2016)
 KV0659
 KV0659                         *CURRENT SURVEY CONTROL
 KV0659  ______________________________________________________________________
 KV0659* NAD 83(1986) POSITION- 40 45 39.     (N) 074 25 06.     (W)   SCALED
 KV0659* NAVD 88 ORTHO HEIGHT -    83.840 (meters)      275.07  (feet) ADJUSTED
 KV0659  ______________________________________________________________________
 KV0659  GEOID HEIGHT    -        -32.835 (meters)                     GEOID18
 KV0659  DYNAMIC HEIGHT  -         83.803 (meters)      274.94  (feet) COMP
 KV0659  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 KV0659
 KV0659  VERT ORDER      -  SECOND    CLASS 0
 KV0659
 KV0659.The horizontal coordinates were scaled from a map and have
 KV0659.an estimated accuracy of +/- 6 seconds.
 KV0659
 KV0659.The orthometric height was determined by differential leveling and
 KV0659.adjusted by the NATIONAL GEODETIC SURVEY
 KV0659.in June 1991.
 KV0659
 KV0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0659.GEOID18 height accuracy estimate available here.
 KV0659
 KV0659.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL490123(NAD 83)
 KV0659
 KV0659                          SUPERSEDED SURVEY CONTROL
 KV0659
 KV0659  NGVD 29 (11/26/84)   84.128  (m)          276.01   (f) ADJUSTED    2 0
 KV0659
 KV0659.Superseded values are not recommended for survey control.
 KV0659
 KV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0659.See file dsdata.pdf to determine how the superseded data were derived.
 KV0659
 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 = JULY 24, 2026 22:12:30 EDT
 AB6702 ***********************************************************************
 AB6702  DESIGNATION -  27509
 AB6702  PID         -  AB6702
 AB6702  STATE/COUNTY-  NJ/SOMERSET
 AB6702  COUNTRY     -  US
 AB6702  USGS QUAD   -  ROCKY HILL (2019)
 AB6702
 AB6702                         *CURRENT SURVEY CONTROL
 AB6702  ______________________________________________________________________
 AB6702* NAD 83(1986) POSITION- 40 24 11.10   (N) 074 38 57.66   (W)   HD_HELD1
 AB6702* NAVD 88 ORTHO HEIGHT -    39.928 (meters)      131.00  (feet) ADJUSTED
 AB6702  ______________________________________________________________________
 AB6702  GEOID HEIGHT    -        -33.361 (meters)                     GEOID18
 AB6702  DYNAMIC HEIGHT  -         39.910 (meters)      130.94  (feet) COMP
 AB6702  MODELED GRAVITY -    980,168.0   (mgal)                       NAVD 88
 AB6702
 AB6702  VERT ORDER      -  FIRST     CLASS II
 AB6702
 AB6702.The horizontal coordinates were determined by differentially corrected
 AB6702.hand held GPS observations or other comparable positioning techniques
 AB6702.and have an estimated accuracy of +/- 3 meters.
 AB6702
 AB6702.The orthometric height was determined by differential leveling and
 AB6702.adjusted by the NATIONAL GEODETIC SURVEY
 AB6702.in September 1996.
 AB6702
 AB6702.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6702.GEOID18 height accuracy estimate available here.
 AB6702
 AB6702.Click photographs - Photos may exist for this station.
 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       -   174,278.4     137,323.0     MT  (+/- 3 meters HH1 GPS) 
 AB6702
 AB6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2975472556(NAD 83)
 AB6702
 AB6702                          SUPERSEDED SURVEY CONTROL
 AB6702
 AB6702.No superseded survey control is available for this station.
 AB6702
 AB6702_MARKER: DD = SURVEY DISK
 AB6702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6702_STAMPING: 27509
 AB6702_MARK LOGO: NJGS
 AB6702_PROJECTION: RECESSED 3 CENTIMETERS
 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 SUITABLE FOR
 AB6702+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 AB6702
 AB6702  HISTORY     - Date     Condition        Report By
 AB6702  HISTORY     - 1978     MONUMENTED       NJGS
 AB6702  HISTORY     - 19950601 GOOD             NJGS
 AB6702  HISTORY     - 20150218 GOOD             JMT
 AB6702  HISTORY     - 20161215 GOOD             PB
 AB6702  HISTORY     - 20170706 GOOD             PBCONS
 AB6702  HISTORY     - 20210928 GOOD             NJGS
 AB6702  HISTORY     - 20250520 GOOD             AAAS
 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.
 AB6702
 AB6702                          STATION RECOVERY (2015)
 AB6702
 AB6702'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2015 (TJA)
 AB6702'RECOVERED IN GOOD CONDITION.
 AB6702
 AB6702                          STATION RECOVERY (2016)
 AB6702
 AB6702'RECOVERY NOTE BY PBS&J 2016 (MJB)
 AB6702'RECOVERED IN GOOD CONDITION.
 AB6702
 AB6702                          STATION RECOVERY (2017)
 AB6702
 AB6702'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 AB6702'RECOVERED IN GOOD CONDITION.
 AB6702
 AB6702                          STATION RECOVERY (2021)
 AB6702
 AB6702'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AB6702'RECOVERED IN GOOD CONDITION.
 AB6702
 AB6702                          STATION RECOVERY (2025)
 AB6702
 AB6702'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AB6702'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9956 ***********************************************************************
 DL9956  DESIGNATION -  27595
 DL9956  PID         -  DL9956
 DL9956  STATE/COUNTY-  NJ/SOMERSET
 DL9956  COUNTRY     -  US
 DL9956  USGS QUAD   -  RARITAN (2019)
 DL9956
 DL9956                         *CURRENT SURVEY CONTROL
 DL9956  ______________________________________________________________________
 DL9956* NAD 83(2011) POSITION- 40 30 19.35506(N) 074 40 26.72889(W)   ADJUSTED
 DL9956* NAD 83(2011) ELLIP HT-     0.456 (meters)        (06/27/12)   ADJUSTED
 DL9956* NAD 83(2011) EPOCH   -  2010.00
 DL9956* NAVD 88 ORTHO HEIGHT -    33.4   (meters)      110.    (feet) GPS OBS
 DL9956  ______________________________________________________________________
 DL9956  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9956  GEOID HEIGHT    -        -32.976 (meters)                     GEOID09
 DL9956  GEOID HEIGHT    -        -33.482 (meters)                     GEOID18
 DL9956  NAD 83(2011) X  -  1,283,603.739 (meters)                     COMP
 DL9956  NAD 83(2011) Y  - -4,683,742.682 (meters)                     COMP
 DL9956  NAD 83(2011) Z  -  4,120,814.144 (meters)                     COMP
 DL9956  LAPLACE CORR    -          3.86  (seconds)                    DEFLEC18
 DL9956
 DL9956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9956  Standards:
 DL9956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9956  -------------------------------------------------------------------
 DL9956  NETWORK    1.70   3.39           0.75   0.63   1.73      0.01350451
 DL9956  -------------------------------------------------------------------
 DL9956  Click here for local accuracies and other accuracy information.
 DL9956
 DL9956.The horizontal coordinates were established by GPS observations
 DL9956.and adjusted by the National Geodetic Survey in June 2012.
 DL9956
 DL9956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9956.been affixed to the stable North American tectonic plate. See 
 DL9956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9956
 DL9956.The horizontal coordinates are valid at the epoch date displayed above
 DL9956.which is a decimal equivalence of Year/Month/Day.
 DL9956
 DL9956.The orthometric height was determined by GPS observations and a
 DL9956.high-resolution geoid model.
 DL9956
 DL9956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9956.GEOID18 height accuracy estimate available here.
 DL9956
 DL9956.Click photographs - Photos may exist for this station.
 DL9956
 DL9956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9956
 DL9956.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9956
 DL9956.The ellipsoidal height was determined by GPS observations
 DL9956.and is referenced to NAD 83.
 DL9956
 DL9956. The following values were computed from the NAD 83(2011) position.
 DL9956
 DL9956;                    North         East     Units Scale Factor Converg.
 DL9956;SPC NJ       -   185,640.096   135,245.315   MT  0.99990268   -0 06 47.1
 DL9956;SPC NJ       -   609,054.21    443,717.34   sFT  0.99990268   -0 06 47.1
 DL9956;UTM  18      - 4,483,902.522   527,613.315   MT  0.99960939   +0 12 42.1
 DL9956
 DL9956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9956!SPC NJ       -   0.99999993  x   0.99990268  =   0.99990261
 DL9956!UTM  18      -   0.99999993  x   0.99960939  =   0.99960932
 DL9956
 DL9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2761383902(NAD 83)
 DL9956
 DL9956|---------------------------------------------------------------------|
 DL9956| PID    Reference Object                     Distance      Geod. Az  |
 DL9956|                                                           dddmmss.s |
 DL9956| DL9857 HT 1W                               311.020 METERS 29837     |
 DL9956|---------------------------------------------------------------------|
 DL9956
 DL9956                          SUPERSEDED SURVEY CONTROL
 DL9956
 DL9956  NAD 83(2007)-  40 30 19.35498(N)    074 40 26.72983(W) AD(2002.00) 1
 DL9956  ELLIP H (07/18/10)    0.420  (m)                       GP(2002.00) 4 2
 DL9956
 DL9956.Superseded values are not recommended for survey control.
 DL9956
 DL9956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9956.See file dsdata.pdf to determine how the superseded data were derived.
 DL9956
 DL9956_MARKER: DD = SURVEY DISK
 DL9956_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL9956_SP_SET: SIDEWALK
 DL9956_STAMPING: 27595
 DL9956_MARK LOGO: NJ-035
 DL9956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9956+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2013
 DL9956
 DL9956  HISTORY     - Date     Condition        Report By
 DL9956  HISTORY     - 2005     MONUMENTED       NJ-035
 DL9956  HISTORY     - 20070302 GOOD             B2A
 DL9956  HISTORY     - 20131101 GOOD             INDIV
 DL9956
 DL9956                          STATION DESCRIPTION
 DL9956
 DL9956'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9956'NJGCS 27595 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005.
 DL9956'
 DL9956'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE NORTH SIDE OF
 DL9956'SOUTH BRANCH ROAD.
 DL9956'
 DL9956'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 477 AND
 DL9956'COUNTY ROAD 514, TRAVEL NORTH 0.7 MI (1.1 KM) ALONG COUNTY ROAD 677.
 DL9956'TURN RIGHT AT SOUTH BRANCH ROAD AND TRAVEL 0.6 MI (1.0 KM).
 DL9956'
 DL9956'THE STATION IS 79.17 FT (24.1 M) NORTHEAST OF UTILITY POLE NUMBER
 DL9956'60853, 60.09 FT (18.3 M) NORTHWEST OF UTILITY POLE NUMBER 60854, 78.49
 DL9956'FT (23.9 M) NORTH OF A CROSS CUT IN THE CURB ON SOUTH BRANCH ROAD, AND
 DL9956'APPROXIMATELY 75 FT (22.9 M) SOUTHEAST OF THE COBBLESTONE CURB CORNER
 DL9956'OF THE HILLSBOROUGH MUNICIPAL BUILDING PARKING LOT.  IT IS A BRASS
 DL9956'DISK SET IN A MANHOLE, IN CONCRETE SIDEWALK.
 DL9956
 DL9956                          STATION RECOVERY (2013)
 DL9956
 DL9956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (AJK)
 DL9956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6270 ***********************************************************************
 KV6270  DESIGNATION -  27608
 KV6270  PID         -  KV6270
 KV6270  STATE/COUNTY-  NJ/MONMOUTH
 KV6270  COUNTRY     -  US
 KV6270  USGS QUAD   -  ASBURY PARK (2019)
 KV6270
 KV6270                         *CURRENT SURVEY CONTROL
 KV6270  ______________________________________________________________________
 KV6270* NAD 83(2011) POSITION- 40 10 18.91059(N) 074 03 25.05895(W)   ADJUSTED
 KV6270* NAD 83(2011) ELLIP HT-   -19.329 (meters)        (06/27/12)   ADJUSTED
 KV6270* NAD 83(2011) EPOCH   -  2010.00
 KV6270* NAVD 88 ORTHO HEIGHT -    13.548 (meters)       44.45  (feet) ADJUSTED
 KV6270  ______________________________________________________________________
 KV6270  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 KV6270  NAD 83(2011) X  -  1,340,556.119 (meters)                     COMP
 KV6270  NAD 83(2011) Y  - -4,692,677.133 (meters)                     COMP
 KV6270  NAD 83(2011) Z  -  4,092,577.936 (meters)                     COMP
 KV6270  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 KV6270  DYNAMIC HEIGHT  -         13.541 (meters)       44.43  (feet) COMP
 KV6270  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 KV6270
 KV6270  VERT ORDER      -  FIRST     CLASS II
 KV6270
 KV6270  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6270  Standards:
 KV6270         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6270            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6270  -------------------------------------------------------------------
 KV6270  NETWORK    0.67   1.22           0.30   0.24   0.62     -0.01028102
 KV6270  -------------------------------------------------------------------
 KV6270  Click here for local accuracies and other accuracy information.
 KV6270
 KV6270.The horizontal coordinates were established by GPS observations
 KV6270.and adjusted by the National Geodetic Survey in June 2012.
 KV6270
 KV6270.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6270.been affixed to the stable North American tectonic plate. See 
 KV6270.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6270
 KV6270.The horizontal coordinates are valid at the epoch date displayed above
 KV6270.which is a decimal equivalence of Year/Month/Day.
 KV6270
 KV6270.The orthometric height was determined by differential leveling and
 KV6270.adjusted by the NATIONAL GEODETIC SURVEY
 KV6270.in September 2015.
 KV6270
 KV6270.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6270.GEOID18 height accuracy estimate available here.
 KV6270
 KV6270.Click photographs - Photos may exist for this station.
 KV6270
 KV6270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6270
 KV6270.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6270
 KV6270.The ellipsoidal height was determined by GPS observations
 KV6270.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6270
 KV6270;                    North         East     Units Scale Factor Converg.
 KV6270;SPC NJ       -   148,695.925   187,734.064   MT  0.99991752   +0 17 08.9
 KV6270;SPC NJ       -   487,846.55    615,924.17   sFT  0.99991752   +0 17 08.9
 KV6270;UTM  18      - 4,447,265.190   580,295.918   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8029547265(NAD 83)
 KV6270
 KV6270                          SUPERSEDED SURVEY CONTROL
 KV6270
 KV6270  NAD 83(2007)-  40 10 18.91097(N)    074 03 25.05926(W) AD(2002.00) 0
 KV6270  ELLIP H (02/10/07)  -19.331  (m)                       GP(2002.00)    
 KV6270  ELLIP H (10/23/02)  -19.312  (m)                       GP(       ) 4 1
 KV6270  NAD 83(1996)-  40 10 18.91074(N)    074 03 25.05916(W) AD(       ) 1
 KV6270  ELLIP H (05/14/99)  -19.334  (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)  -19.253  (m)                       GP(       ) 3 1
 KV6270  NAD 83(1986)-  40 10 18.91201(N)    074 03 25.06223(W) AD(       ) 1
 KV6270  NAVD 88              13.54   (m)           44.4    (f) LEVELING    3  
 KV6270  NAVD 88              13.54   (m)           44.4    (f) LEVELING    3  
 KV6270  NAVD 88 (06/15/91)   13.544  (m)           44.44   (f) SUPERSEDED  1 2
 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
 KV6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6270.See file dsdata.pdf to determine how the superseded data were derived.
 KV6270
 KV6270_MARKER: DD = SURVEY DISK
 KV6270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 13, 2022
 KV6270
 KV6270  HISTORY     - Date     Condition        Report By
 KV6270  HISTORY     - UNK      MONUMENTED       NJGS
 KV6270  HISTORY     - 19890614 GOOD             NJGS
 KV6270  HISTORY     - 19930224 GOOD             NJGS
 KV6270  HISTORY     - 20020202 GOOD             NJGS
 KV6270  HISTORY     - 20130814 GOOD             NJGS
 KV6270  HISTORY     - 20200407 GOOD             NJGS
 KV6270  HISTORY     - 20220413 GOOD             AAAS
 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 (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'
 KV6270
 KV6270                          STATION RECOVERY (2013)
 KV6270
 KV6270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 KV6270'RECOVERED AS DESCRIBED.
 KV6270
 KV6270                          STATION RECOVERY (2020)
 KV6270
 KV6270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6270'RECOVERED IN GOOD CONDITION.
 KV6270
 KV6270                          STATION RECOVERY (2022)
 KV6270
 KV6270'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6270'THE DATUM POINT PUNCH MARK IS LOCATED UNDER THE LETTER 'N' OF THE WORD
 KV6270''STATION' INSCRIBED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6271 ***********************************************************************
 KV6271  DESIGNATION -  27612
 KV6271  PID         -  KV6271
 KV6271  STATE/COUNTY-  NJ/MONMOUTH
 KV6271  COUNTRY     -  US
 KV6271  USGS QUAD   -  ASBURY PARK (2019)
 KV6271
 KV6271                         *CURRENT SURVEY CONTROL
 KV6271  ______________________________________________________________________
 KV6271* NAD 83(2011) POSITION- 40 10 17.85687(N) 074 03 54.68138(W)   ADJUSTED
 KV6271* NAD 83(2011) ELLIP HT-   -14.891 (meters)        (06/27/12)   ADJUSTED
 KV6271* NAD 83(2011) EPOCH   -  2010.00
 KV6271* NAVD 88 ORTHO HEIGHT -    17.968 (meters)       58.95  (feet) ADJUSTED
 KV6271  ______________________________________________________________________
 KV6271  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 KV6271  NAD 83(2011) X  -  1,339,888.860 (meters)                     COMP
 KV6271  NAD 83(2011) Y  - -4,692,893.027 (meters)                     COMP
 KV6271  NAD 83(2011) Z  -  4,092,555.964 (meters)                     COMP
 KV6271  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 KV6271  DYNAMIC HEIGHT  -         17.960 (meters)       58.92  (feet) COMP
 KV6271  MODELED GRAVITY -    980,168.8   (mgal)                       NAVD 88
 KV6271
 KV6271  VERT ORDER      -  FIRST     CLASS II
 KV6271
 KV6271  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6271  Standards:
 KV6271         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6271            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6271  -------------------------------------------------------------------
 KV6271  NETWORK    0.68   1.22           0.31   0.24   0.62      0.00259451
 KV6271  -------------------------------------------------------------------
 KV6271  Click here for local accuracies and other accuracy information.
 KV6271
 KV6271.The horizontal coordinates were established by GPS observations
 KV6271.and adjusted by the National Geodetic Survey in June 2012.
 KV6271
 KV6271.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6271.been affixed to the stable North American tectonic plate. See 
 KV6271.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6271
 KV6271.The horizontal coordinates are valid at the epoch date displayed above
 KV6271.which is a decimal equivalence of Year/Month/Day.
 KV6271
 KV6271.The orthometric height was determined by differential leveling and
 KV6271.adjusted by the NATIONAL GEODETIC SURVEY
 KV6271.in September 2015.
 KV6271
 KV6271.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6271.GEOID18 height accuracy estimate available here.
 KV6271
 KV6271.Click photographs - Photos may exist for this station.
 KV6271
 KV6271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6271
 KV6271.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6271
 KV6271.The ellipsoidal height was determined by GPS observations
 KV6271.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6271
 KV6271;                    North         East     Units Scale Factor Converg.
 KV6271;SPC NJ       -   148,659.964   187,033.396   MT  0.99991688   +0 16 49.8
 KV6271;SPC NJ       -   487,728.57    613,625.40   sFT  0.99991688   +0 16 49.8
 KV6271;UTM  18      - 4,447,225.294   579,595.630   MT  0.99967799   +0 36 11.0
 KV6271
 KV6271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6271!SPC NJ       -   1.00000234  x   0.99991688  =   0.99991922
 KV6271!UTM  18      -   1.00000234  x   0.99967799  =   0.99968033
 KV6271
 KV6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7959547225(NAD 83)
 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  NAD 83(2007)-  40 10 17.85729(N)    074 03 54.68176(W) AD(2002.00) 0
 KV6271  ELLIP H (02/10/07)  -14.894  (m)                       GP(2002.00)    
 KV6271  ELLIP H (10/23/02)  -14.875  (m)                       GP(       ) 4 1
 KV6271  NAD 83(1996)-  40 10 17.85708(N)    074 03 54.68169(W) AD(       ) 1
 KV6271  ELLIP H (05/14/99)  -14.897  (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)  -14.816  (m)                       GP(       ) 3 1
 KV6271  NAD 83(1986)-  40 10 17.85832(N)    074 03 54.68466(W) AD(       ) 1
 KV6271  NAVD 88              17.97   (m)           59.0    (f) LEVELING    3  
 KV6271  NAVD 88              17.97   (m)           59.0    (f) LEVELING    3  
 KV6271  NAVD 88 (06/15/91)   17.970  (m)           58.96   (f) SUPERSEDED  1 2
 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
 KV6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6271.See file dsdata.pdf to determine how the superseded data were derived.
 KV6271
 KV6271_MARKER: DD = SURVEY DISK
 KV6271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 13, 2022
 KV6271
 KV6271  HISTORY     - Date     Condition        Report By
 KV6271  HISTORY     - 19890614 MONUMENTED       NJGS
 KV6271  HISTORY     - 19930224 GOOD             NJGS
 KV6271  HISTORY     - 20020202 GOOD             NJGS
 KV6271  HISTORY     - 20130814 GOOD             NJGS
 KV6271  HISTORY     - 20200407 GOOD             NJGS
 KV6271  HISTORY     - 20220413 GOOD             AAAS
 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 (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.
 KV6271
 KV6271                          STATION RECOVERY (2013)
 KV6271
 KV6271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 KV6271'RECOVERED AS DESCRIBED.
 KV6271
 KV6271                          STATION RECOVERY (2020)
 KV6271
 KV6271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6271'RECOVERED IN GOOD CONDITION.
 KV6271
 KV6271                          STATION RECOVERY (2022)
 KV6271
 KV6271'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6273 ***********************************************************************
 KV6273  DESIGNATION -  27650
 KV6273  PID         -  KV6273
 KV6273  STATE/COUNTY-  NJ/MONMOUTH
 KV6273  COUNTRY     -  US
 KV6273  USGS QUAD   -  ASBURY PARK (2019)
 KV6273
 KV6273                         *CURRENT SURVEY CONTROL
 KV6273  ______________________________________________________________________
 KV6273* NAD 83(1986) POSITION- 40 10 14.     (N) 074 05 21.     (W)   SCALED
 KV6273* NAVD 88 ORTHO HEIGHT -    31.416 (meters)      103.07  (feet) ADJUSTED
 KV6273  ______________________________________________________________________
 KV6273  GEOID HEIGHT    -        -32.826 (meters)                     GEOID18
 KV6273  DYNAMIC HEIGHT  -         31.402 (meters)      103.02  (feet) COMP
 KV6273  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 KV6273
 KV6273  VERT ORDER      -  FIRST     CLASS II
 KV6273
 KV6273.The horizontal coordinates were scaled from a map and have
 KV6273.an estimated accuracy of +/- 6 seconds.
 KV6273
 KV6273.The orthometric height was determined by differential leveling and
 KV6273.adjusted by the NATIONAL GEODETIC SURVEY
 KV6273.in June 1991.
 KV6273
 KV6273.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6273.GEOID18 height accuracy estimate available here.
 KV6273
 KV6273.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK775470(NAD 83)
 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
 KV6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6273.See file dsdata.pdf to determine how the superseded data were derived.
 KV6273
 KV6273_MARKER: DD = SURVEY DISK
 KV6273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20111110 MARK NOT FOUND   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.
 KV6273
 KV6273                          STATION RECOVERY (2011)
 KV6273
 KV6273'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV6273'THE STATION WAS NOT RECOVERED. THE AREA HAS BEEN REVISED, THE TIES
 KV6273'FALL UNDER THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6274 ***********************************************************************
 KV6274  DESIGNATION -  27653
 KV6274  PID         -  KV6274
 KV6274  STATE/COUNTY-  NJ/MONMOUTH
 KV6274  COUNTRY     -  US
 KV6274  USGS QUAD   -  ASBURY PARK (2019)
 KV6274
 KV6274                         *CURRENT SURVEY CONTROL
 KV6274  ______________________________________________________________________
 KV6274* NAD 83(1986) POSITION- 40 10 13.     (N) 074 06 00.     (W)   SCALED
 KV6274* NAVD 88 ORTHO HEIGHT -    44.075 (meters)      144.60  (feet) ADJUSTED
 KV6274  ______________________________________________________________________
 KV6274  GEOID HEIGHT    -        -32.806 (meters)                     GEOID18
 KV6274  DYNAMIC HEIGHT  -         44.055 (meters)      144.54  (feet) COMP
 KV6274  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 KV6274
 KV6274  VERT ORDER      -  FIRST     CLASS II
 KV6274
 KV6274.The horizontal coordinates were scaled from a map and have
 KV6274.an estimated accuracy of +/- 6 seconds.
 KV6274
 KV6274.The orthometric height was determined by differential leveling and
 KV6274.adjusted by the NATIONAL GEODETIC SURVEY
 KV6274.in June 1991.
 KV6274
 KV6274.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6274.GEOID18 height accuracy estimate available here.
 KV6274
 KV6274.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK766470(NAD 83)
 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
 KV6274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6274.See file dsdata.pdf to determine how the superseded data were derived.
 KV6274
 KV6274_MARKER: DD = SURVEY DISK
 KV6274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20111110 MARK NOT FOUND   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.
 KV6274
 KV6274                          STATION RECOVERY (2011)
 KV6274
 KV6274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV6274'THE STATION WAS NOT RECOVERED.  THE BRIDGE AREA HAS BEEN REVISED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6281 ***********************************************************************
 KV6281  DESIGNATION -  27657
 KV6281  PID         -  KV6281
 KV6281  STATE/COUNTY-  NJ/MONMOUTH
 KV6281  COUNTRY     -  US
 KV6281  USGS QUAD   -  ASBURY PARK (2019)
 KV6281
 KV6281                         *CURRENT SURVEY CONTROL
 KV6281  ______________________________________________________________________
 KV6281* NAD 83(1986) POSITION- 40 10 11.41   (N) 074 06 23.59   (W)   HD_HELD1
 KV6281* NAVD 88 ORTHO HEIGHT -    37.817 (meters)      124.07  (feet) ADJUSTED
 KV6281  ______________________________________________________________________
 KV6281  GEOID HEIGHT    -        -32.795 (meters)                     GEOID18
 KV6281  DYNAMIC HEIGHT  -         37.800 (meters)      124.02  (feet) COMP
 KV6281  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 KV6281
 KV6281  VERT ORDER      -  FIRST     CLASS II
 KV6281
 KV6281.The horizontal coordinates were determined by differentially corrected
 KV6281.hand held GPS observations or other comparable positioning techniques
 KV6281.and have an estimated accuracy of +/- 3 meters.
 KV6281
 KV6281.The orthometric height was determined by differential leveling and
 KV6281.adjusted by the NATIONAL GEODETIC SURVEY
 KV6281.in June 1991.
 KV6281
 KV6281.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6281.GEOID18 height accuracy estimate available here.
 KV6281
 KV6281.Click photographs - Photos may exist for this station.
 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       -   148,444.7     183,511.3     MT  (+/- 3 meters HH1 GPS) 
 KV6281
 KV6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7607546990(NAD 83)
 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
 KV6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6281.See file dsdata.pdf to determine how the superseded data were derived.
 KV6281
 KV6281_MARKER: DD = SURVEY DISK
 KV6281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6281_STAMPING: 27657
 KV6281_MARK LOGO: NJGS
 KV6281_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 KV6281+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2011
 KV6281
 KV6281  HISTORY     - Date     Condition        Report By
 KV6281  HISTORY     - UNK      MONUMENTED       NJGS
 KV6281  HISTORY     - 19890616 GOOD             NJGS
 KV6281  HISTORY     - 20111012 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.
 KV6281
 KV6281                          STATION RECOVERY (2011)
 KV6281
 KV6281'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV6281'THE STATION IS IN WALL TOWNSHIP, ON THE SOUTH SIDE OF EASTBOUND
 KV6281'INTERSTATE I-195, WEST OF THE STATE HIGHWAY ROUTE 34 BRIDGE, STRUCTURE
 KV6281'NUMBER 1317 151.
 KV6281'
 KV6281'THE STATION IS SET ON THE EMBANKMENT OF THE BRIDGE, 163.5 FT (49.8 M)
 KV6281'WEST-SOUTHWEST OF THE 0 MILEPOST FOR EAST BOUND ROUTE 138, 2 FT (0.6
 KV6281'M) WEST OF A METAL WITNESS POST, 16.4 FT (5.0 M) SOUTH OF THE SOUTH
 KV6281'CURBLINE OF EASTBOUND ROUTE I-195, 131.4 FT (40.1 M) EAST FORM A SIGN
 KV6281'(YIELD) ON THE SOUTHBOUND ENTRANCE TO EAST BOUND I-195 FROM NJ ROUTE
 KV6281'34, 80.7 FT (24.6 M) EAST OF AN INLET CURB PIECE, 14 FT (4.3 M)
 KV6281'SOUTHWEST FROM THE OVERHEAD SIGN ATTACHED TO THE ROUTE 34 BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4072 ***********************************************************************
 JU4072  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4072  DESIGNATION -  27659
 JU4072  PID         -  JU4072
 JU4072  STATE/COUNTY-  NJ/ATLANTIC
 JU4072  COUNTRY     -  US
 JU4072  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4072
 JU4072                         *CURRENT SURVEY CONTROL
 JU4072  ______________________________________________________________________
 JU4072* NAD 83(1986) POSITION- 39 21 30.41   (N) 074 25 15.55   (W)   HD_HELD1
 JU4072* NAVD 88 ORTHO HEIGHT -     3.853 (meters)       12.64  (feet) ADJUSTED
 JU4072  ______________________________________________________________________
 JU4072  GEOID HEIGHT    -        -34.447 (meters)                     GEOID18
 JU4072  DYNAMIC HEIGHT  -          3.851 (meters)       12.63  (feet) COMP
 JU4072  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 JU4072
 JU4072  VERT ORDER      -  FIRST     CLASS II
 JU4072
 JU4072.The horizontal coordinates were determined by differentially corrected
 JU4072.hand held GPS observations or other comparable positioning techniques
 JU4072.and have an estimated accuracy of +/- 3 meters.
 JU4072
 JU4072.The orthometric height was determined by differential leveling and
 JU4072.adjusted by the NATIONAL GEODETIC SURVEY
 JU4072.in June 1991.
 JU4072
 JU4072.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4072.GEOID18 height accuracy estimate available here.
 JU4072
 JU4072.This Tidal Bench Mark is designated as VM 10820
 JU4072.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU4072
 JU4072.Click photographs - Photos may exist for this station.
 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       -    58,293.9     156,809.3     MT  (+/- 3 meters HH1 GPS) 
 JU4072
 JU4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4988456714(NAD 83)
 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
 JU4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4072.See file dsdata.pdf to determine how the superseded data were derived.
 JU4072
 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 - May 18, 2017
 JU4072
 JU4072  HISTORY     - Date     Condition        Report By
 JU4072  HISTORY     - UNK      MONUMENTED       NJGS
 JU4072  HISTORY     - 19891030 GOOD             NJGS
 JU4072  HISTORY     - 20040723 GOOD             INDIV
 JU4072  HISTORY     - 20170518 GOOD             NJGS
 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.
 JU4072
 JU4072                          STATION RECOVERY (2017)
 JU4072
 JU4072'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4072'RECOVERED IN GOOD CONDITION.
 JU4072'
 JU4072'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-SOUTHEAST
 JU4072'OF PLEASANTVILLE, 4.7 MI (7.6 KM) SOUTHWEST OF BRIGANTINE AND IN THE
 JU4072'TOWN OF ATLANTIC CITY, NJ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6522 ***********************************************************************
 KV6522  DESIGNATION -  27684
 KV6522  PID         -  KV6522
 KV6522  STATE/COUNTY-  NJ/SOMERSET
 KV6522  COUNTRY     -  US
 KV6522  USGS QUAD   -  ROCKY HILL (2019)
 KV6522
 KV6522                         *CURRENT SURVEY CONTROL
 KV6522  ______________________________________________________________________
 KV6522* NAD 83(2011) POSITION- 40 29 01.75441(N) 074 44 25.86872(W)   ADJUSTED
 KV6522* NAD 83(2011) ELLIP HT-    23.680 (meters)        (06/27/12)   ADJUSTED
 KV6522* NAD 83(2011) EPOCH   -  2010.00
 KV6522* NAVD 88 ORTHO HEIGHT -    57.3   (meters)      188.    (feet) VERTCON3
 KV6522  ______________________________________________________________________
 KV6522  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 KV6522  NAD 83(2011) X  -  1,278,586.374 (meters)                     COMP
 KV6522  NAD 83(2011) Y  - -4,686,744.334 (meters)                     COMP
 KV6522  NAD 83(2011) Z  -  4,119,008.938 (meters)                     COMP
 KV6522  LAPLACE CORR    -          4.59  (seconds)                    DEFLEC18
 KV6522
 KV6522  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6522  Standards:
 KV6522         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6522            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6522  -------------------------------------------------------------------
 KV6522  NETWORK    1.16   1.86           0.52   0.38   0.95      0.46679510
 KV6522  -------------------------------------------------------------------
 KV6522  Click here for local accuracies and other accuracy information.
 KV6522
 KV6522.The horizontal coordinates were established by GPS observations
 KV6522.and adjusted by the National Geodetic Survey in June 2012.
 KV6522
 KV6522.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6522.been affixed to the stable North American tectonic plate. See 
 KV6522.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6522
 KV6522.The horizontal coordinates are valid at the epoch date displayed above
 KV6522.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6522.GEOID18 height accuracy estimate available here.
 KV6522
 KV6522.Click photographs - Photos may exist for this station.
 KV6522
 KV6522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6522
 KV6522.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6522
 KV6522.The ellipsoidal height was determined by GPS observations
 KV6522.and is referenced to NAD 83.
 KV6522
 KV6522. The following values were computed from the NAD 83(2011) position.
 KV6522
 KV6522;                    North         East     Units Scale Factor Converg.
 KV6522;SPC NJ       -   183,259.924   129,608.867   MT  0.99990512   -0 09 22.2
 KV6522;SPC NJ       -   601,245.27    425,225.09   sFT  0.99990512   -0 09 22.2
 KV6522;UTM  18      - 4,481,491.162   521,992.111   MT  0.99960595   +0 10 06.5
 KV6522
 KV6522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6522!SPC NJ       -   0.99999629  x   0.99990512  =   0.99990141
 KV6522!UTM  18      -   0.99999629  x   0.99960595  =   0.99960224
 KV6522
 KV6522:                Primary Azimuth Mark                     Grid Az
 KV6522:SPC NJ       -  SC 150                                   339 05 04.2
 KV6522:UTM  18      -  SC 150                                   338 45 35.5
 KV6522
 KV6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2199281491(NAD 83)
 KV6522
 KV6522|---------------------------------------------------------------------|
 KV6522| PID    Reference Object                     Distance      Geod. Az  |
 KV6522|                                                           dddmmss.s |
 KV6522| KV6566 SC 150                              484.562 METERS 3385542.0 |
 KV6522|---------------------------------------------------------------------|
 KV6522
 KV6522                          SUPERSEDED SURVEY CONTROL
 KV6522
 KV6522  NAD 83(2007)-  40 29 01.75482(N)    074 44 25.86961(W) AD(2002.00) 0
 KV6522  ELLIP H (02/10/07)   23.692  (m)                       GP(2002.00)    
 KV6522  ELLIP H (10/23/02)   23.713  (m)                       GP(       ) 4 1
 KV6522  NAD 83(1996)-  40 29 01.75515(N)    074 44 25.86969(W) AD(       ) 2
 KV6522  ELLIP H (05/14/99)   23.725  (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)   57.6    (m)  UNKNOWN  model used  GPS OBS        
 KV6522
 KV6522.Superseded values are not recommended for survey control.
 KV6522
 KV6522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6522.See file dsdata.pdf to determine how the superseded data were derived.
 KV6522
 KV6522_MARKER: DD = SURVEY DISK
 KV6522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6522_STAMPING: 27684
 KV6522_MARK LOGO: NJGS
 KV6522_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV6523 ***********************************************************************
 KV6523  DESIGNATION -  27685
 KV6523  PID         -  KV6523
 KV6523  STATE/COUNTY-  NJ/SOMERSET
 KV6523  COUNTRY     -  US
 KV6523  USGS QUAD   -  ROCKY HILL (2019)
 KV6523
 KV6523                         *CURRENT SURVEY CONTROL
 KV6523  ______________________________________________________________________
 KV6523* NAD 83(2011) POSITION- 40 28 41.88935(N) 074 44 15.96639(W)   ADJUSTED
 KV6523* NAD 83(2011) ELLIP HT-    70.802 (meters)        (06/27/12)   ADJUSTED
 KV6523* NAD 83(2011) EPOCH   -  2010.00
 KV6523* NAVD 88 ORTHO HEIGHT -   104.4   (meters)      343.    (feet) VERTCON3
 KV6523  ______________________________________________________________________
 KV6523  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 KV6523  NAD 83(2011) X  -  1,278,925.523 (meters)                     COMP
 KV6523  NAD 83(2011) Y  - -4,687,101.292 (meters)                     COMP
 KV6523  NAD 83(2011) Z  -  4,118,573.457 (meters)                     COMP
 KV6523  LAPLACE CORR    -          4.70  (seconds)                    DEFLEC18
 KV6523
 KV6523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6523  Standards:
 KV6523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6523  -------------------------------------------------------------------
 KV6523  NETWORK    1.27   2.06           0.54   0.46   1.05      0.43343599
 KV6523  -------------------------------------------------------------------
 KV6523  Click here for local accuracies and other accuracy information.
 KV6523
 KV6523.The horizontal coordinates were established by GPS observations
 KV6523.and adjusted by the National Geodetic Survey in June 2012.
 KV6523
 KV6523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6523.been affixed to the stable North American tectonic plate. See 
 KV6523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6523
 KV6523.The horizontal coordinates are valid at the epoch date displayed above
 KV6523.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6523.GEOID18 height accuracy estimate available here.
 KV6523
 KV6523.Click photographs - Photos may exist for this station.
 KV6523
 KV6523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6523
 KV6523.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6523
 KV6523.The ellipsoidal height was determined by GPS observations
 KV6523.and is referenced to NAD 83.
 KV6523
 KV6523. The following values were computed from the NAD 83(2011) position.
 KV6523
 KV6523;                    North         East     Units Scale Factor Converg.
 KV6523;SPC NJ       -   182,646.605   129,840.416   MT  0.99990500   -0 09 15.7
 KV6523;SPC NJ       -   599,233.07    425,984.76   sFT  0.99990500   -0 09 15.7
 KV6523;UTM  18      - 4,480,879.347   522,227.061   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  =   0.99959498
 KV6523
 KV6523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2222780879(NAD 83)
 KV6523
 KV6523                          SUPERSEDED SURVEY CONTROL
 KV6523
 KV6523  NAD 83(2007)-  40 28 41.88976(N)    074 44 15.96728(W) AD(2002.00) 0
 KV6523  ELLIP H (02/10/07)   70.814  (m)                       GP(2002.00)    
 KV6523  ELLIP H (10/23/02)   70.836  (m)                       GP(       ) 4 1
 KV6523  NAD 83(1996)-  40 28 41.89010(N)    074 44 15.96736(W) AD(       ) 2
 KV6523  ELLIP H (05/14/99)   70.848  (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)  UNKNOWN  model used  GPS OBS        
 KV6523
 KV6523.Superseded values are not recommended for survey control.
 KV6523
 KV6523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6523.See file dsdata.pdf to determine how the superseded data were derived.
 KV6523
 KV6523_MARKER: DD = SURVEY DISK
 KV6523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU2331 ***********************************************************************
 JU2331  DESIGNATION -  2769
 JU2331  PID         -  JU2331
 JU2331  STATE/COUNTY-  NJ/CAPE MAY
 JU2331  COUNTRY     -  US
 JU2331  USGS QUAD   -  WOODBINE (2019)
 JU2331
 JU2331                         *CURRENT SURVEY CONTROL
 JU2331  ______________________________________________________________________
 JU2331* NAD 83(1986) POSITION- 39 10 56.     (N) 074 49 12.     (W)   SCALED
 JU2331* NAVD 88 ORTHO HEIGHT -     1.559 (meters)        5.11  (feet) ADJUSTED
 JU2331  ______________________________________________________________________
 JU2331  GEOID HEIGHT    -        -34.817 (meters)                     GEOID18
 JU2331  DYNAMIC HEIGHT  -          1.558 (meters)        5.11  (feet) COMP
 JU2331  MODELED GRAVITY -    980,082.9   (mgal)                       NAVD 88
 JU2331
 JU2331  VERT ORDER      -  FIRST     CLASS II
 JU2331
 JU2331.The horizontal coordinates were scaled from a map and have
 JU2331.an estimated accuracy of +/- 6 seconds.
 JU2331
 JU2331.The orthometric height was determined by differential leveling and
 JU2331.adjusted by the NATIONAL GEODETIC SURVEY
 JU2331.in March 2001.
 JU2331
 JU2331.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2331.GEOID18 height accuracy estimate available here.
 JU2331
 JU2331.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ155370(NAD 83)
 JU2331
 JU2331                          SUPERSEDED SURVEY CONTROL
 JU2331
 JU2331  NAVD 88 (06/15/91)    1.585  (m)            5.20   (f) SUPERSEDED  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
 JU2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2331.See file dsdata.pdf to determine how the superseded data were derived.
 JU2331
 JU2331_MARKER: DD = SURVEY DISK
 JU2331_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU2331_STAMPING: 2769
 JU2331_MARK LOGO: CGS+SS
 JU2331_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2331_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1934     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 = JULY 24, 2026 22:12:30 EDT
 AI9719 ***********************************************************************
 AI9719  DESIGNATION -  2770
 AI9719  PID         -  AI9719
 AI9719  STATE/COUNTY-  NJ/CAPE MAY
 AI9719  COUNTRY     -  US
 AI9719  USGS QUAD   -  WOODBINE (2019)
 AI9719
 AI9719                         *CURRENT SURVEY CONTROL
 AI9719  ______________________________________________________________________
 AI9719* NAD 83(1986) POSITION- 39 11 32.     (N) 074 49 27.     (W)   SCALED
 AI9719* NAVD 88 ORTHO HEIGHT -     3.532 (meters)       11.59  (feet) ADJUSTED
 AI9719  ______________________________________________________________________
 AI9719  GEOID HEIGHT    -        -34.771 (meters)                     GEOID18
 AI9719  DYNAMIC HEIGHT  -          3.530 (meters)       11.58  (feet) COMP
 AI9719  MODELED GRAVITY -    980,084.8   (mgal)                       NAVD 88
 AI9719
 AI9719  VERT ORDER      -  FIRST     CLASS II
 AI9719
 AI9719.The horizontal coordinates were scaled from a map and have
 AI9719.an estimated accuracy of +/- 6 seconds.
 AI9719
 AI9719.The orthometric height was determined by differential leveling and
 AI9719.adjusted by the NATIONAL GEODETIC SURVEY
 AI9719.in March 2001.
 AI9719
 AI9719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9719.GEOID18 height accuracy estimate available here.
 AI9719
 AI9719.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ151381(NAD 83)
 AI9719
 AI9719                          SUPERSEDED SURVEY CONTROL
 AI9719
 AI9719.No superseded survey control is available for this station.
 AI9719
 AI9719_MARKER: DD = SURVEY DISK
 AI9719_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI9719_STAMPING: 2770
 AI9719_MARK LOGO: CGS+SS
 AI9719_PROJECTION: FLUSH
 AI9719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9719+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2020
 AI9719
 AI9719  HISTORY     - Date     Condition        Report By
 AI9719  HISTORY     - 1934     MONUMENTED       NJGS
 AI9719  HISTORY     - 19980212 GOOD             NJGS
 AI9719  HISTORY     - 20070918 GOOD             UE
 AI9719  HISTORY     - 20200521 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.
 AI9719
 AI9719                          STATION RECOVERY (2007)
 AI9719
 AI9719'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9719'RECOVERED IN GOOD CONDITION.
 AI9719
 AI9719                          STATION RECOVERY (2020)
 AI9719
 AI9719'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AI9719'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9720 ***********************************************************************
 AI9720  DESIGNATION -  2771
 AI9720  PID         -  AI9720
 AI9720  STATE/COUNTY-  NJ/CAPE MAY
 AI9720  COUNTRY     -  US
 AI9720  USGS QUAD   -  WOODBINE (2019)
 AI9720
 AI9720                         *CURRENT SURVEY CONTROL
 AI9720  ______________________________________________________________________
 AI9720* NAD 83(1986) POSITION- 39 11 36.6    (N) 074 49 39.0    (W)   HD_HELD2
 AI9720* NAVD 88 ORTHO HEIGHT -     3.887 (meters)       12.75  (feet) ADJUSTED
 AI9720  ______________________________________________________________________
 AI9720  GEOID HEIGHT    -        -34.764 (meters)                     GEOID18
 AI9720  DYNAMIC HEIGHT  -          3.885 (meters)       12.75  (feet) COMP
 AI9720  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 AI9720
 AI9720  VERT ORDER      -  FIRST     CLASS II
 AI9720
 AI9720.The horizontal coordinates were established by autonomous hand held GPS
 AI9720.observations and have an estimated accuracy of +/- 10 meters.
 AI9720
 AI9720.The orthometric height was determined by differential leveling and
 AI9720.adjusted by the NATIONAL GEODETIC SURVEY
 AI9720.in March 2001.
 AI9720
 AI9720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9720.GEOID18 height accuracy estimate available here.
 AI9720
 AI9720.Click photographs - Photos may exist for this station.
 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       -    40,031.      121,710.      MT  (+/- 10 meters HH2 GPS)
 AI9720
 AI9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1489638264(NAD 83)
 AI9720
 AI9720                          SUPERSEDED SURVEY CONTROL
 AI9720
 AI9720.No superseded survey control is available for this station.
 AI9720
 AI9720_MARKER: DD = SURVEY DISK
 AI9720_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI9720_STAMPING: 2771
 AI9720_MARK LOGO: CGS+SS
 AI9720_PROJECTION: FLUSH
 AI9720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1934     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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6524 ***********************************************************************
 KV6524  DESIGNATION -  27731
 KV6524  PID         -  KV6524
 KV6524  STATE/COUNTY-  NJ/SOMERSET
 KV6524  COUNTRY     -  US
 KV6524  USGS QUAD   -  BOUND BROOK (2019)
 KV6524
 KV6524                         *CURRENT SURVEY CONTROL
 KV6524  ______________________________________________________________________
 KV6524* NAD 83(2011) POSITION- 40 35 06.08606(N) 074 30 29.41790(W)   ADJUSTED
 KV6524* NAD 83(2011) ELLIP HT-   -19.326 (meters)        (06/27/12)   ADJUSTED
 KV6524* NAD 83(2011) EPOCH   -  2010.00
 KV6524* NAVD 88 ORTHO HEIGHT -    13.8   (meters)       45.    (feet) VERTCON3
 KV6524  ______________________________________________________________________
 KV6524  GEOID HEIGHT    -        -33.106 (meters)                     GEOID18
 KV6524  NAD 83(2011) X  -  1,295,622.070 (meters)                     COMP
 KV6524  NAD 83(2011) Y  - -4,674,451.009 (meters)                     COMP
 KV6524  NAD 83(2011) Z  -  4,127,522.126 (meters)                     COMP
 KV6524  LAPLACE CORR    -          3.69  (seconds)                    DEFLEC18
 KV6524
 KV6524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6524  Standards:
 KV6524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6524  -------------------------------------------------------------------
 KV6524  NETWORK    0.85   1.86           0.38   0.30   0.95      0.28306745
 KV6524  -------------------------------------------------------------------
 KV6524  Click here for local accuracies and other accuracy information.
 KV6524
 KV6524.The horizontal coordinates were established by GPS observations
 KV6524.and adjusted by the National Geodetic Survey in June 2012.
 KV6524
 KV6524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6524.been affixed to the stable North American tectonic plate. See 
 KV6524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6524
 KV6524.The horizontal coordinates are valid at the epoch date displayed above
 KV6524.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6524.GEOID18 height accuracy estimate available here.
 KV6524
 KV6524.Click photographs - Photos may exist for this station.
 KV6524
 KV6524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6524
 KV6524.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6524
 KV6524.The ellipsoidal height was determined by GPS observations
 KV6524.and is referenced to NAD 83.
 KV6524
 KV6524. The following values were computed from the NAD 83(2011) position.
 KV6524
 KV6524;                    North         East     Units Scale Factor Converg.
 KV6524;SPC NJ       -   194,469.151   149,308.253   MT  0.99990001   -0 00 19.1
 KV6524;SPC NJ       -   638,020.87    489,855.49   sFT  0.99990001   -0 00 19.1
 KV6524;UTM  18      - 4,492,808.663   541,621.934   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4162192808(NAD 83)
 KV6524
 KV6524                          SUPERSEDED SURVEY CONTROL
 KV6524
 KV6524  NAD 83(2007)-  40 35 06.08627(N)    074 30 29.41845(W) AD(2002.00) 0
 KV6524  ELLIP H (02/10/07)  -19.321  (m)                       GP(2002.00)    
 KV6524  ELLIP H (10/23/02)  -19.319  (m)                       GP(       ) 4 1
 KV6524  NAD 83(1996)-  40 35 06.08649(N)    074 30 29.41863(W) AD(       ) 2
 KV6524  ELLIP H (05/14/99)  -19.313  (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)  UNKNOWN  model used  GPS OBS        
 KV6524
 KV6524.Superseded values are not recommended for survey control.
 KV6524
 KV6524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6524.See file dsdata.pdf to determine how the superseded data were derived.
 KV6524
 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 NOT SUITABLE FOR
 KV6524+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2009
 KV6524
 KV6524  HISTORY     - Date     Condition        Report By
 KV6524  HISTORY     - 1982     MONUMENTED       NJGS
 KV6524  HISTORY     - 19900124 GOOD             NJGS
 KV6524  HISTORY     - 20050706 GOOD             INDIV
 KV6524  HISTORY     - 20090503 GOOD             GEOCAC
 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.
 KV6524
 KV6524                          STATION RECOVERY (2009)
 KV6524
 KV6524'RECOVERY NOTE BY GEOCACHING 2009 (PR)
 KV6524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9874 ***********************************************************************
 DL9874  DESIGNATION -  27746
 DL9874  PID         -  DL9874
 DL9874  STATE/COUNTY-  NJ/SOMERSET
 DL9874  COUNTRY     -  US
 DL9874  USGS QUAD   -  BOUND BROOK (2019)
 DL9874
 DL9874                         *CURRENT SURVEY CONTROL
 DL9874  ______________________________________________________________________
 DL9874* NAD 83(2011) POSITION- 40 36 32.72408(N) 074 34 28.45538(W)   ADJUSTED
 DL9874* NAD 83(2011) ELLIP HT-    65.029 (meters)        (06/27/12)   ADJUSTED
 DL9874* NAD 83(2011) EPOCH   -  2010.00
 DL9874* NAVD 88 ORTHO HEIGHT -    98.1   (meters)      322.    (feet) GPS OBS
 DL9874  ______________________________________________________________________
 DL9874  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9874  GEOID HEIGHT    -        -33.102 (meters)                     GEOID09
 DL9874  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 DL9874  NAD 83(2011) X  -  1,289,758.517 (meters)                     COMP
 DL9874  NAD 83(2011) Y  - -4,674,334.675 (meters)                     COMP
 DL9874  NAD 83(2011) Z  -  4,129,606.229 (meters)                     COMP
 DL9874  LAPLACE CORR    -          4.37  (seconds)                    DEFLEC18
 DL9874
 DL9874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9874  Standards:
 DL9874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9874  -------------------------------------------------------------------
 DL9874  NETWORK    1.29   2.27           0.58   0.46   1.16      0.04313759
 DL9874  -------------------------------------------------------------------
 DL9874  Click here for local accuracies and other accuracy information.
 DL9874
 DL9874.The horizontal coordinates were established by GPS observations
 DL9874.and adjusted by the National Geodetic Survey in June 2012.
 DL9874
 DL9874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9874.been affixed to the stable North American tectonic plate. See 
 DL9874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9874
 DL9874.The horizontal coordinates are valid at the epoch date displayed above
 DL9874.which is a decimal equivalence of Year/Month/Day.
 DL9874
 DL9874.The orthometric height was determined by GPS observations and a
 DL9874.high-resolution geoid model.
 DL9874
 DL9874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9874.GEOID18 height accuracy estimate available here.
 DL9874
 DL9874.Click photographs - Photos may exist for this station.
 DL9874
 DL9874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9874
 DL9874.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9874
 DL9874.The ellipsoidal height was determined by GPS observations
 DL9874.and is referenced to NAD 83.
 DL9874
 DL9874. The following values were computed from the NAD 83(2011) position.
 DL9874
 DL9874;                    North         East     Units Scale Factor Converg.
 DL9874;SPC NJ       -   197,143.974   143,689.670   MT  0.99990049   -0 02 54.7
 DL9874;SPC NJ       -   646,796.52    471,421.86   sFT  0.99990049   -0 02 54.7
 DL9874;UTM  18      - 4,495,450.791   535,989.838   MT  0.99961594   +0 16 36.9
 DL9874
 DL9874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9874!SPC NJ       -   0.99998980  x   0.99990049  =   0.99989029
 DL9874!UTM  18      -   0.99998980  x   0.99961594  =   0.99960574
 DL9874
 DL9874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3598995450(NAD 83)
 DL9874
 DL9874|---------------------------------------------------------------------|
 DL9874| PID    Reference Object                     Distance      Geod. Az  |
 DL9874|                                                           dddmmss.s |
 DL9874| DL9875 27747                               310.912 METERS 31938     |
 DL9874|---------------------------------------------------------------------|
 DL9874
 DL9874                          SUPERSEDED SURVEY CONTROL
 DL9874
 DL9874  NAD 83(2007)-  40 36 32.72431(N)    074 34 28.45572(W) AD(2002.00) 1
 DL9874  ELLIP H (07/18/10)   65.025  (m)                       GP(2002.00) 4 2
 DL9874
 DL9874.Superseded values are not recommended for survey control.
 DL9874
 DL9874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9874.See file dsdata.pdf to determine how the superseded data were derived.
 DL9874
 DL9874_MARKER: DD = SURVEY DISK
 DL9874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9874_STAMPING: 27746
 DL9874_MARK LOGO: NJGS
 DL9874_PROJECTION: FLUSH
 DL9874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9874+STABILITY: SURFACE MOTION
 DL9874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9874+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2020
 DL9874
 DL9874  HISTORY     - Date     Condition        Report By
 DL9874  HISTORY     - UNK      MONUMENTED
 DL9874  HISTORY     - 20070302 GOOD             B2A
 DL9874  HISTORY     - 20200909 GOOD             NJGS
 DL9874
 DL9874                          STATION DESCRIPTION
 DL9874
 DL9874'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9874'NJGCS 27746 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9874'STATION IS LOCATED IN THE BRIDGEWATER TOWNSHIP, ON THE NORTHEAST SIDE
 DL9874'OF WASHINGTON VALLEY ROAD, COUNTY ROAD 620.
 DL9874'
 DL9874'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON VALLEY ROAD,
 DL9874'COUNTY ROAD 620, AND MOUNT HOREB ROAD, COUNTY ROAD 525, GO NORTHWEST
 DL9874'ON WASHINGTON VALLEY ROAD, COUNTY ROAD 620, 1.13 KM (0.7 MI) TO A
 DL9874'DRIVEWAY ON THE RIGHT FOR THE MOUNTAINVILLE RESCUE SQUAD.
 DL9874'
 DL9874'THE STATION IS LOCATED 9.57 M (31.4 FT) NORTHEAST OF THE ROUTE 620
 DL9874'CENTERLINE, 6.53 M (21.4 FT) NORTHWEST OF A FIRE HYDRANT, NORTHEAST OF
 DL9874'POLE 66451 BWT, 18.00 M (59.1 FT) NORTHEAST OF POLE 61588 BWT, 7.46 M
 DL9874'(24.5 FT) SOUTHEAST OF A X CUT IN A TYPE B INLET.  IT IS FLUSH WITH
 DL9874'THE GROUND.
 DL9874
 DL9874                          STATION RECOVERY (2020)
 DL9874
 DL9874'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9875 ***********************************************************************
 DL9875  DESIGNATION -  27747
 DL9875  PID         -  DL9875
 DL9875  STATE/COUNTY-  NJ/SOMERSET
 DL9875  COUNTRY     -  US
 DL9875  USGS QUAD   -  BOUND BROOK (2019)
 DL9875
 DL9875                         *CURRENT SURVEY CONTROL
 DL9875  ______________________________________________________________________
 DL9875* NAD 83(2011) POSITION- 40 36 40.40272(N) 074 34 37.02301(W)   ADJUSTED
 DL9875* NAD 83(2011) ELLIP HT-    72.685 (meters)        (06/27/12)   ADJUSTED
 DL9875* NAD 83(2011) EPOCH   -  2010.00
 DL9875* NAVD 88 ORTHO HEIGHT -   105.8   (meters)      347.    (feet) GPS OBS
 DL9875  ______________________________________________________________________
 DL9875  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9875  GEOID HEIGHT    -        -33.115 (meters)                     GEOID09
 DL9875  GEOID HEIGHT    -        -33.209 (meters)                     GEOID18
 DL9875  NAD 83(2011) X  -  1,289,524.902 (meters)                     COMP
 DL9875  NAD 83(2011) Y  - -4,674,245.225 (meters)                     COMP
 DL9875  NAD 83(2011) Z  -  4,129,791.026 (meters)                     COMP
 DL9875  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 DL9875
 DL9875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9875  Standards:
 DL9875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9875  -------------------------------------------------------------------
 DL9875  NETWORK    1.32   2.35           0.60   0.46   1.20      0.13593544
 DL9875  -------------------------------------------------------------------
 DL9875  Click here for local accuracies and other accuracy information.
 DL9875
 DL9875.The horizontal coordinates were established by GPS observations
 DL9875.and adjusted by the National Geodetic Survey in June 2012.
 DL9875
 DL9875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9875.been affixed to the stable North American tectonic plate. See 
 DL9875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9875
 DL9875.The horizontal coordinates are valid at the epoch date displayed above
 DL9875.which is a decimal equivalence of Year/Month/Day.
 DL9875
 DL9875.The orthometric height was determined by GPS observations and a
 DL9875.high-resolution geoid model.
 DL9875
 DL9875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9875.GEOID18 height accuracy estimate available here.
 DL9875
 DL9875.Click photographs - Photos may exist for this station.
 DL9875
 DL9875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9875
 DL9875.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9875
 DL9875.The ellipsoidal height was determined by GPS observations
 DL9875.and is referenced to NAD 83.
 DL9875
 DL9875. The following values were computed from the NAD 83(2011) position.
 DL9875
 DL9875;                    North         East     Units Scale Factor Converg.
 DL9875;SPC NJ       -   197,380.980   143,488.486   MT  0.99990052   -0 03 00.3
 DL9875;SPC NJ       -   647,574.10    470,761.81   sFT  0.99990052   -0 03 00.3
 DL9875;UTM  18      - 4,495,686.584   535,787.369   MT  0.99961576   +0 16 31.4
 DL9875
 DL9875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9875!SPC NJ       -   0.99998860  x   0.99990052  =   0.99988912
 DL9875!UTM  18      -   0.99998860  x   0.99961576  =   0.99960436
 DL9875
 DL9875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3578795686(NAD 83)
 DL9875
 DL9875|---------------------------------------------------------------------|
 DL9875| PID    Reference Object                     Distance      Geod. Az  |
 DL9875|                                                           dddmmss.s |
 DL9875| DL9874 27746                               310.912 METERS 13937     |
 DL9875|---------------------------------------------------------------------|
 DL9875
 DL9875                          SUPERSEDED SURVEY CONTROL
 DL9875
 DL9875  NAD 83(2007)-  40 36 40.40300(N)    074 34 37.02329(W) AD(2002.00) 1
 DL9875  ELLIP H (07/18/10)   72.676  (m)                       GP(2002.00) 4 2
 DL9875
 DL9875.Superseded values are not recommended for survey control.
 DL9875
 DL9875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9875.See file dsdata.pdf to determine how the superseded data were derived.
 DL9875
 DL9875_MARKER: DD = SURVEY DISK
 DL9875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9875_STAMPING: 27747
 DL9875_MARK LOGO: NJ-035
 DL9875_PROJECTION: FLUSH
 DL9875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9875+STABILITY: SURFACE MOTION
 DL9875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9875+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9875
 DL9875  HISTORY     - Date     Condition        Report By
 DL9875  HISTORY     - 2005     MONUMENTED       NJ-035
 DL9875  HISTORY     - 20070302 GOOD             B2A
 DL9875
 DL9875                          STATION DESCRIPTION
 DL9875
 DL9875'DESCRIBED BY B2A CONSULTANTS 2007 (ARS)
 DL9875'NJGCS 27747 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9875'STATION IS LOCATED IN THE BRIDGEWATER TOWNSHIP, ON THE NORTHWEST SIDE
 DL9875'OF WASHINGTON VALLEY ROAD, COUNTY ROAD 620, BETWEEN THE CURB AND THE
 DL9875'CONCRETE SIDEWALK.
 DL9875'
 DL9875'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON VALLEY ROAD,
 DL9875'COUNTY ROAD 620, AND MOUNT HOREB ROAD, COUNTY ROAD 525, GO NORTHWEST
 DL9875'ON WASHINGTON VALLEY ROAD, COUNTY ROAD 620, 1.13 KM (0.7 MI) TO A
 DL9875'DRIVEWAY ON THE LEFT FOR A SINGLE FAMILY DWELLING, 1720 WASHINGTON
 DL9875'VALLEY ROAD.
 DL9875'
 DL9875'THE STATION IS LOCATED 6.58 M (21.6 FT) SOUTHWEST OF THE ROUTE 620
 DL9875'CENTERLINE, 16.30 M (53.5 FT) SOUTHWEST OF POLE 63750 BWT, 9.56 M
 DL9875'(31.4 FT) NORTHWEST OF POLE 60488 BWT, AND 40.97 M (134.4 FT)
 DL9875'SOUTHEAST OF POLE 60989 BWT.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9876 ***********************************************************************
 DL9876  DESIGNATION -  27752
 DL9876  PID         -  DL9876
 DL9876  STATE/COUNTY-  NJ/SOMERSET
 DL9876  COUNTRY     -  US
 DL9876  USGS QUAD   -  BOUND BROOK (2019)
 DL9876
 DL9876                         *CURRENT SURVEY CONTROL
 DL9876  ______________________________________________________________________
 DL9876* NAD 83(2011) POSITION- 40 37 28.27527(N) 074 35 44.01506(W)   ADJUSTED
 DL9876* NAD 83(2011) ELLIP HT-    75.121 (meters)        (06/27/12)   ADJUSTED
 DL9876* NAD 83(2011) EPOCH   -  2010.00
 DL9876* NAVD 88 ORTHO HEIGHT -   108.3   (meters)      355.    (feet) GPS OBS
 DL9876  ______________________________________________________________________
 DL9876  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9876  GEOID HEIGHT    -        -33.206 (meters)                     GEOID09
 DL9876  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 DL9876  NAD 83(2011) X  -  1,287,751.828 (meters)                     COMP
 DL9876  NAD 83(2011) Y  - -4,673,738.766 (meters)                     COMP
 DL9876  NAD 83(2011) Z  -  4,130,913.533 (meters)                     COMP
 DL9876  LAPLACE CORR    -          4.16  (seconds)                    DEFLEC18
 DL9876
 DL9876  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9876  Standards:
 DL9876         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9876            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9876  -------------------------------------------------------------------
 DL9876  NETWORK    1.32   2.41           0.60   0.46   1.23      0.09379000
 DL9876  -------------------------------------------------------------------
 DL9876  Click here for local accuracies and other accuracy information.
 DL9876
 DL9876.The horizontal coordinates were established by GPS observations
 DL9876.and adjusted by the National Geodetic Survey in June 2012.
 DL9876
 DL9876.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9876.been affixed to the stable North American tectonic plate. See 
 DL9876.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9876
 DL9876.The horizontal coordinates are valid at the epoch date displayed above
 DL9876.which is a decimal equivalence of Year/Month/Day.
 DL9876
 DL9876.The orthometric height was determined by GPS observations and a
 DL9876.high-resolution geoid model.
 DL9876
 DL9876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9876.GEOID18 height accuracy estimate available here.
 DL9876
 DL9876.Click photographs - Photos may exist for this station.
 DL9876
 DL9876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9876
 DL9876.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9876
 DL9876.The ellipsoidal height was determined by GPS observations
 DL9876.and is referenced to NAD 83.
 DL9876
 DL9876. The following values were computed from the NAD 83(2011) position.
 DL9876
 DL9876;                    North         East     Units Scale Factor Converg.
 DL9876;SPC NJ       -   198,859.065   141,915.419   MT  0.99990080   -0 03 44.0
 DL9876;SPC NJ       -   652,423.45    465,600.84   sFT  0.99990080   -0 03 44.0
 DL9876;UTM  18      - 4,497,155.289   534,206.382   MT  0.99961440   +0 15 48.0
 DL9876
 DL9876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9876!SPC NJ       -   0.99998822  x   0.99990080  =   0.99988902
 DL9876!UTM  18      -   0.99998822  x   0.99961440  =   0.99960262
 DL9876
 DL9876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3420697155(NAD 83)
 DL9876
 DL9876                          SUPERSEDED SURVEY CONTROL
 DL9876
 DL9876  NAD 83(2007)-  40 37 28.27561(N)    074 35 44.01522(W) AD(2002.00) 1
 DL9876  ELLIP H (07/18/10)   75.106  (m)                       GP(2002.00) 4 2
 DL9876
 DL9876.Superseded values are not recommended for survey control.
 DL9876
 DL9876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9876.See file dsdata.pdf to determine how the superseded data were derived.
 DL9876
 DL9876_MARKER: DD = SURVEY DISK
 DL9876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9876_STAMPING: 27752
 DL9876_MARK LOGO: NJ-035
 DL9876_PROJECTION: FLUSH
 DL9876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9876+STABILITY: SURFACE MOTION
 DL9876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9876+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9876
 DL9876  HISTORY     - Date     Condition        Report By
 DL9876  HISTORY     - 2005     MONUMENTED       NJ-035
 DL9876  HISTORY     - 20070302 GOOD             B2A
 DL9876
 DL9876                          STATION DESCRIPTION
 DL9876
 DL9876'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9876'NJGCS 27752 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9876'STATION IS LOCATED IN THE BRIDGEWATER TOWNSHIP, ON THE SOUTHWEST OF
 DL9876'WASHINGTON VALLEY ROAD, COUNTY ROAD 620, BETWEEN THE CURB AND THE
 DL9876'CONCRETE SIDEWALK.
 DL9876'
 DL9876'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON VALLEY ROAD,
 DL9876'COUNTY ROAD 620, AND MOUNT HOREB ROAD, COUNTY ROAD 525, GO NORTHWEST
 DL9876'ON WASHINGTON VALLEY ROAD, COUNTY ROAD 620, 4.18 KM (2.6 MI) TO
 DL9876'BUCHMAN COURT.
 DL9876'
 DL9876'THE STATION IS LOCATED 20.73 M (68.0 FT) SOUTHEAST OF BUCHMAN COURT,
 DL9876'6.58 M (21.6 FT) SOUTHWEST OF THE ROUTE 620 CENTERLINE, 17.04 M
 DL9876'(55.9 FT) NORTHWEST OF POLE 61046 BWT, 15.04 M (49.3 FT) SOUTHWEST OF
 DL9876'A X CUT IN THE TOP PIECE OF A TYPE B INLET, 7.66 M (25.1 FT)
 DL9876'SOUTHEAST OF A X CUT IN THE TOP PIECE OF A TYPE B INLET, 36.41 M
 DL9876'(119.5 FT) SOUTHEAST OF A FIRE HYDRANT, AND 31.76 M (104.2 FT)
 DL9876'SOUTHEAST OF POLE 61047 BWT.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6906 ***********************************************************************
 KV6906  DESIGNATION -  27809
 KV6906  PID         -  KV6906
 KV6906  STATE/COUNTY-  NJ/MORRIS
 KV6906  COUNTRY     -  US
 KV6906  USGS QUAD   -  CHATHAM (2019)
 KV6906
 KV6906                         *CURRENT SURVEY CONTROL
 KV6906  ______________________________________________________________________
 KV6906* NAD 83(2011) POSITION- 40 42 48.78442(N) 074 24 27.05586(W)   ADJUSTED
 KV6906* NAD 83(2011) ELLIP HT-    33.390 (meters)        (06/27/12)   ADJUSTED
 KV6906* NAD 83(2011) EPOCH   -  2010.00
 KV6906* NAVD 88 ORTHO HEIGHT -    66.3   (meters)      218.    (feet) GPS OBS
 KV6906  ______________________________________________________________________
 KV6906  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6906  GEOID HEIGHT    -        -33.100 (meters)                     GEOID93
 KV6906  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 KV6906  NAD 83(2011) X  -  1,301,343.679 (meters)                     COMP
 KV6906  NAD 83(2011) Y  - -4,663,250.807 (meters)                     COMP
 KV6906  NAD 83(2011) Z  -  4,138,385.251 (meters)                     COMP
 KV6906  LAPLACE CORR    -          3.71  (seconds)                    DEFLEC18
 KV6906
 KV6906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6906  Standards:
 KV6906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6906  -------------------------------------------------------------------
 KV6906  NETWORK    0.44   0.67           0.17   0.19   0.34     -0.00661745
 KV6906  -------------------------------------------------------------------
 KV6906  Click here for local accuracies and other accuracy information.
 KV6906
 KV6906.The horizontal coordinates were established by GPS observations
 KV6906.and adjusted by the National Geodetic Survey in June 2012.
 KV6906
 KV6906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6906.been affixed to the stable North American tectonic plate. See 
 KV6906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6906
 KV6906.The horizontal coordinates are valid at the epoch date displayed above
 KV6906.which is a decimal equivalence of Year/Month/Day.
 KV6906
 KV6906.The orthometric height was determined by GPS observations and a
 KV6906.high-resolution geoid model.
 KV6906
 KV6906.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6906.GEOID18 height accuracy estimate available here.
 KV6906
 KV6906.Click photographs - Photos may exist for this station.
 KV6906
 KV6906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6906
 KV6906.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6906
 KV6906.The ellipsoidal height was determined by GPS observations
 KV6906.and is referenced to NAD 83.
 KV6906
 KV6906. The following values were computed from the NAD 83(2011) position.
 KV6906
 KV6906;                    North         East     Units Scale Factor Converg.
 KV6906;SPC NJ       -   208,744.396   157,814.008   MT  0.99990075   +0 03 37.2
 KV6906;SPC NJ       -   684,855.57    517,761.46   sFT  0.99990075   +0 03 37.2
 KV6906;UTM  18      - 4,507,128.102   550,044.087   MT  0.99963083   +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   0.99963083  =   0.99962559
 KV6906
 KV6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5004407128(NAD 83)
 KV6906
 KV6906                          SUPERSEDED SURVEY CONTROL
 KV6906
 KV6906  NAD 83(2007)-  40 42 48.78458(N)    074 24 27.05649(W) AD(2002.00) 0
 KV6906  ELLIP H (02/10/07)   33.404  (m)                       GP(2002.00)    
 KV6906  ELLIP H (10/23/02)   33.396  (m)                       GP(       ) 4 1
 KV6906  NAD 83(1996)-  40 42 48.78484(N)    074 24 27.05679(W) AD(       ) 1
 KV6906  ELLIP H (05/14/99)   33.413  (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
 KV6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6906.See file dsdata.pdf to determine how the superseded data were derived.
 KV6906
 KV6906_MARKER: DB = BENCH MARK DISK
 KV6906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6906_SP_SET: BRIDGE
 KV6906_STAMPING: 27809 NJGS 218.37 FT.
 KV6906_MARK LOGO: NJGS
 KV6906_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6906+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2022
 KV6906
 KV6906  HISTORY     - Date     Condition        Report By
 KV6906  HISTORY     - UNK      MONUMENTED       NJGS
 KV6906  HISTORY     - 19921007 GOOD             NJGS
 KV6906  HISTORY     - 20070325 GOOD             GEOCAC
 KV6906  HISTORY     - 20200529 GOOD             NJGS
 KV6906  HISTORY     - 20220329 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.
 KV6906'
 KV6906'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 78
 KV6906'AND HILLCREST ROAD, COUNTY ROAD 531, AT INTERCHANGE 40, GO NORTH ON
 KV6906'HILLCREST ROAD FOR 1.05 MI (1.69 KM) TO THE CROSSROADS INTERSECTION
 KV6906'WITH COUNTY ROAD 622.  BEAR TO THE LEFT AND CONTINUE NORTH ON
 KV6906'HILLCREST ROAD FOR 0.75 MI (1.21 KM) TO THE CROSSROADS INTERSECTION
 KV6906'WITH VALLEY ROAD, COUNTY ROAD 512, TO THE EAST AND WEST AND MOUNTAIN
 KV6906'AVENUE, COUNTY ROAD 638 TO THE NORTH.  TURN RIGHT AND GO EAST ON
 KV6906'VALLEY ROAD, COUNTY ROAD 512 FOR 0.85 MI (1.37 KM) TO THE UNION COUNTY
 KV6906'LINE.  CONTINUE EAST ON SPRINGFIELD AVENUE, COUNTY ROAD 512 FOR 2.95
 KV6906'MI (4.75 KM) TO THE INTERSECTION WITH SOUTH STREET.  TURN LEFT AND GO
 KV6906'NORTH NORTHWEST ON SOUTH STREET FOR 0.5 MI (0.80 KM) TO THE BRIDGE,
 KV6906'AND THE STATION ON THE LEFT JUST PAST THE COUNTY LINE, SET FLUSH IN
 KV6906'THE TOP OF THE NORTHWEST CONCRETE PARAPET PYLON, WITH THE MORRIS
 KV6906'COUNTY 1975 NAMEPLATE.
 KV6906'
 KV6906'THE STATION IS 8.7 M (28.54 FT) SOUTHWEST FROM THE CENTERLINE OF
 KV6906'PASSAIC STREET, 2.0 M (6.56 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 KV6906'PASSAIC STREET, 7.5 M (24.61 FT) SOUTH SOUTHWEST FROM AN INLET ON THE
 KV6906'WEST SIDE OF PASSAIC STREET, 7.0 M (22.97 FT) SOUTH SOUTHEAST FROM A
 KV6906'LARGE UTILITY MANHOLE ADJACENT TO THE STEEL GUIDE RAIL AT THE
 KV6906'NORTHWEST CORNER OF THE BRIDGE AND 23.7 M (77.76 FT) NORTHWEST FROM
 KV6906'THE CENTERLINE OF THE BRIDGE.  A TRIVET WILL MAKE OBSERVATIONS ON THE
 KV6906'STATION EASIER.  THE DISK HAS BEEN MARRED AND THE STAMPING OF THE
 KV6906'ELEVATION VALUE IS DIFFICULT TO READ.
 KV6906
 KV6906                          STATION RECOVERY (2007)
 KV6906
 KV6906'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6906'RECOVERED IN GOOD CONDITION.
 KV6906
 KV6906                          STATION RECOVERY (2020)
 KV6906
 KV6906'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6906'RECOVERED IN GOOD CONDITION.
 KV6906
 KV6906                          STATION RECOVERY (2022)
 KV6906
 KV6906'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JAR)
 KV6906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5311 ***********************************************************************
 DR5311  DESIGNATION -  27815
 DR5311  PID         -  DR5311
 DR5311  STATE/COUNTY-  NJ/MONMOUTH
 DR5311  COUNTRY     -  US
 DR5311  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5311
 DR5311                         *CURRENT SURVEY CONTROL
 DR5311  ______________________________________________________________________
 DR5311* NAD 83(1986) POSITION- 40 24 17.81   (N) 074 00 09.59   (W)   HD_HELD1
 DR5311* NAVD 88 ORTHO HEIGHT -    45.543 (meters)      149.42  (feet) ADJUSTED
 DR5311  ______________________________________________________________________
 DR5311  GEOID HEIGHT    -        -32.544 (meters)                     GEOID18
 DR5311  DYNAMIC HEIGHT  -         45.523 (meters)      149.35  (feet) COMP
 DR5311  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 DR5311
 DR5311  VERT ORDER      -  FIRST     CLASS II
 DR5311
 DR5311.The horizontal coordinates were determined by differentially corrected
 DR5311.hand held GPS observations or other comparable positioning techniques
 DR5311.and have an estimated accuracy of +/- 3 meters.
 DR5311
 DR5311.The orthometric height was determined by differential leveling and
 DR5311.adjusted by the NATIONAL GEODETIC SURVEY
 DR5311.in July 2020.
 DR5311
 DR5311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5311.GEOID18 height accuracy estimate available here.
 DR5311
 DR5311.Click photographs - Photos may exist for this station.
 DR5311
 DR5311.The dynamic height is computed by dividing the NAVD 88
 DR5311.geopotential number by the normal gravity value computed on the
 DR5311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5311.degrees latitude (g = 980.6199 gals.).
 DR5311
 DR5311.The modeled gravity was interpolated from observed gravity values.
 DR5311
 DR5311;                    North         East    Units  Estimated Accuracy
 DR5311;SPC NJ       -   174,593.4     192,213.4     MT  (+/- 3 meters HH1 GPS) 
 DR5311
 DR5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8462773181(NAD 83)
 DR5311
 DR5311                          SUPERSEDED SURVEY CONTROL
 DR5311
 DR5311.No superseded survey control is available for this station.
 DR5311
 DR5311_MARKER: DD = SURVEY DISK
 DR5311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5311_STAMPING: 27815
 DR5311_MARK LOGO: NJGS
 DR5311_PROJECTION: FLUSH
 DR5311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5311+STABILITY: SURFACE MOTION
 DR5311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5311+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2018
 DR5311
 DR5311  HISTORY     - Date     Condition        Report By
 DR5311  HISTORY     - UNK      MONUMENTED       NJGS
 DR5311  HISTORY     - 20180910 GOOD             NJGS
 DR5311
 DR5311                          STATION DESCRIPTION
 DR5311
 DR5311'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5311'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH OF ASBURY PARK, 10.6
 DR5311'MI (17.1 KM) EAST OF KEYPORT AND 7.0 MI (11.3 KM) NORTH OF LONG
 DR5311'BRANCH, MIDDLETOWN TOWNSHIP.
 DR5311'
 DR5311'TO REACH THE STATION FROM THE WEST END OF THE NEW JERSEY STATE ROUTE
 DR5311'36 SHREWSBURY RIVER BRIDGE, GO 1.2 MI (1.9 KM) NORTHWEST ON NEW JERSEY
 DR5311'STATE ROUTE TO THE STATION ON THE LEFT IN THE MIDDLE DIVIDER ISLAND
 DR5311'BETWEEN THE LANES.
 DR5311'
 DR5311'THE STATION IS ABOUT 360 FT (109.7 M) WEST OF THE OFF RAMP FROM
 DR5311'NORTHBOUND NEW JERSEY STATE ROUTE 36 LEADING TO OCEAN BOULEVARD, ABOUT
 DR5311'76 FT (23.2 M) EAST-SOUTHEAST OF THE CORNER OF A QUICK-CHEK GAS
 DR5311'STATION SIGN NEAR THE PARKING NEAR PUMPS.
 DR5311'
 DR5311'THE STATION IS 168 FT (51.2 M) SOUTHEAST OF THE CENTER OF THE
 DR5311'QUICKCHEK ENTRANCE, 54.6 FT (16.6 M) NORTH-NORTHEAST OF FIRE HYDRANT
 DR5311'ON EAST BOUND SIDE, 45.5 FT (13.9 M) SOUTHWEST OF THE FACE OF CURB
 DR5311'INLET ON WEST BOUND SIDE, 8.3 FT (2.5 M) NORTH-NORTHEAST OF NORTH CURB
 DR5311'ON EAST BOUND SIDE, 7.5 FT (2.3 M) SOUTH-SOUTHWEST OF SOUTH CURB ON
 DR5311'WEST BOUND SIDE, 0.5 FT (15 CM) NORTHEAST OF A WITNESS SIGN POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7931 ***********************************************************************
 DP7931  DESIGNATION -  27833
 DP7931  PID         -  DP7931
 DP7931  STATE/COUNTY-  NJ/OCEAN
 DP7931  COUNTRY     -  US
 DP7931  USGS QUAD   -  SEASIDE PARK (2019)
 DP7931
 DP7931                         *CURRENT SURVEY CONTROL
 DP7931  ______________________________________________________________________
 DP7931* NAD 83(1986) POSITION- 39 59 30.01   (N) 074 04 01.23   (W)   HD_HELD1
 DP7931* NAVD 88 ORTHO HEIGHT -     1.735 (meters)        5.69  (feet) ADJUSTED
 DP7931  ______________________________________________________________________
 DP7931  GEOID HEIGHT    -        -33.073 (meters)                     GEOID18
 DP7931  DYNAMIC HEIGHT  -          1.734 (meters)        5.69  (feet) COMP
 DP7931  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 DP7931
 DP7931  VERT ORDER      -  FIRST     CLASS II
 DP7931
 DP7931.The horizontal coordinates were determined by differentially corrected
 DP7931.hand held GPS observations or other comparable positioning techniques
 DP7931.and have an estimated accuracy of +/- 3 meters.
 DP7931
 DP7931.The orthometric height was determined by differential leveling and
 DP7931.adjusted by the NATIONAL GEODETIC SURVEY
 DP7931.in September 2015.
 DP7931
 DP7931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7931.GEOID18 height accuracy estimate available here.
 DP7931
 DP7931.Click photographs - Photos may exist for this station.
 DP7931
 DP7931.The dynamic height is computed by dividing the NAVD 88
 DP7931.geopotential number by the normal gravity value computed on the
 DP7931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7931.degrees latitude (g = 980.6199 gals.).
 DP7931
 DP7931.The modeled gravity was interpolated from observed gravity values.
 DP7931
 DP7931;                    North         East    Units  Estimated Accuracy
 DP7931;SPC NJ       -   128,679.3     186,975.7     MT  (+/- 3 meters HH1 GPS) 
 DP7931
 DP7931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7965027249(NAD 83)
 DP7931
 DP7931                          SUPERSEDED SURVEY CONTROL
 DP7931
 DP7931.No superseded survey control is available for this station.
 DP7931
 DP7931_MARKER: DD = SURVEY DISK
 DP7931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP7931_SP_SET: BRIDGE WING WALL
 DP7931_STAMPING: 27833
 DP7931_MARK LOGO: NJGS
 DP7931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7931+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2023
 DP7931
 DP7931  HISTORY     - Date     Condition        Report By
 DP7931  HISTORY     - 1984     MONUMENTED       NJGS
 DP7931  HISTORY     - 20120629 GOOD             NJGS
 DP7931  HISTORY     - 20160411 GOOD             NJGS
 DP7931  HISTORY     - 20231013 GOOD             NJGS
 DP7931
 DP7931                          STATION DESCRIPTION
 DP7931
 DP7931'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7931'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF POINT PLEASANT
 DP7931'BEACH, 6.3 MI (10.1 KM) SOUTH OF POINT PLEASANT AND 4.5 MI (7.2 KM)
 DP7931'NORTH OF SEASIDE PARK.
 DP7931'
 DP7931'THE STATION IS LOCATED IN THE TOWNSHIP OF TOMS RIVER.
 DP7931'
 DP7931'THE STATION IS IN THE LOCAL COMMUNITY OF OCEAN BEACH UNIT NO. 3 ON THE
 DP7931'WEST SIDE OF WEST CENTRAL AVENUE (STATE HIGHWAY 35 SOUTHBOUND, SET
 DP7931'FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST WING WALL OF THE
 DP7931'BRIDGE CARRYING STATE HIGHWAY 35 SOUTHBOUND OVER WHALE CREEK LAGOON,
 DP7931'STRUCTURE NO. 1506150, MILE POINT 6.52.
 DP7931'
 DP7931'THE STATION IS 18.3 FT (5.6 M) NORTHWEST FROM THE CENTERLINE OF STATE
 DP7931'HIGHWAY 35 SOUTHBOUND, 58.7 FT (17.9 M) SOUTHWEST FROM WOOD UTILITY
 DP7931'POLE NUMBER 216790 A42203 C203 AND 90.9 FT (27.7 M) NORTHEAST FROM
 DP7931'WOOD UTILITY POLE NUMBER 216786 A42188, 2 FT (0.6 M) NORTH OF A
 DP7931'WITNESS POST.
 DP7931
 DP7931                          STATION RECOVERY (2016)
 DP7931
 DP7931'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7931'RECOVERED AS DESCRIBED.
 DP7931
 DP7931                          STATION RECOVERY (2023)
 DP7931
 DP7931'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (FA)
 DP7931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7184 ***********************************************************************
 DM7184  DESIGNATION -  27834
 DM7184  PID         -  DM7184
 DM7184  STATE/COUNTY-  NJ/MONMOUTH
 DM7184  COUNTRY     -  US
 DM7184  USGS QUAD   -  ASBURY PARK (2019)
 DM7184
 DM7184                         *CURRENT SURVEY CONTROL
 DM7184  ______________________________________________________________________
 DM7184* NAD 83(1986) POSITION- 40 12 21.     (N) 074 01 01.     (W)   SCALED
 DM7184* NAVD 88 ORTHO HEIGHT -     6.495 (meters)       21.31  (feet) ADJUSTED
 DM7184  ______________________________________________________________________
 DM7184  GEOID HEIGHT    -        -32.858 (meters)                     GEOID18
 DM7184  DYNAMIC HEIGHT  -          6.492 (meters)       21.30  (feet) COMP
 DM7184  MODELED GRAVITY -    980,169.4   (mgal)                       NAVD 88
 DM7184
 DM7184  VERT ORDER      -  FIRST     CLASS II
 DM7184
 DM7184.The horizontal coordinates were scaled from a map and have
 DM7184.an estimated accuracy of +/- 6 seconds.
 DM7184
 DM7184.The orthometric height was determined by differential leveling and
 DM7184.adjusted by the NATIONAL GEODETIC SURVEY
 DM7184.in May 2011.
 DM7184
 DM7184.No vertical observational check was made to the station.
 DM7184
 DM7184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7184.GEOID18 height accuracy estimate available here.
 DM7184
 DM7184.Click photographs - Photos may exist for this station.
 DM7184
 DM7184.The dynamic height is computed by dividing the NAVD 88
 DM7184.geopotential number by the normal gravity value computed on the
 DM7184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7184.degrees latitude (g = 980.6199 gals.).
 DM7184
 DM7184.The modeled gravity was interpolated from observed gravity values.
 DM7184
 DM7184;                    North         East    Units  Estimated Accuracy
 DM7184;SPC NJ       -   152,480.      191,120.      MT  (+/- 180 meters Scaled)
 DM7184
 DM7184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK836510(NAD 83)
 DM7184
 DM7184                          SUPERSEDED SURVEY CONTROL
 DM7184
 DM7184.No superseded survey control is available for this station.
 DM7184
 DM7184_MARKER: DD = SURVEY DISK
 DM7184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7184_STAMPING: 27834
 DM7184_MARK LOGO: NJDCED
 DM7184_PROJECTION: FLUSH
 DM7184_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7184+STABILITY: SURFACE MOTION
 DM7184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7184+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2018
 DM7184
 DM7184  HISTORY     - Date     Condition        Report By
 DM7184  HISTORY     - 1984     MONUMENTED       NJDCED
 DM7184  HISTORY     - 20080507 GOOD             NJGS
 DM7184  HISTORY     - 20180812 GOOD             USPSQD
 DM7184
 DM7184                          STATION DESCRIPTION
 DM7184
 DM7184'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7184'THE STATION IS LOCATED IN BRADLEY BEACH, ON THE SOUTHEAST CORNER OF
 DM7184'MAIN STREET (NJ ROUTE 71) AND OCEAN PARK AVENUE.
 DM7184'
 DM7184'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST OF FARMINGDALE, 6.9
 DM7184'MI (11.1 KM) SOUTH OF LONG BRANCH AND 1.0 MI (1.6 KM) SOUTH-SOUTHWEST
 DM7184'OF ASBURY PARK.
 DM7184'
 DM7184'THE STATION IS 11.4 FT (3.5 M) EAST OF THE EAST CURB EXTENDED OF ROUTE
 DM7184'71, 1.1 FT (0.3 M) SOUTH OF THE SOUTH CURB OF OCEAN PARK AVENUE, 18.4
 DM7184'FT (5.6 M) NORTHEAST OF POLE NUMBER JC718BB, 13.4 FT (4.1 M) NORTH OF
 DM7184'THE NORTHEAST CORNER OF THE FRONT DOOR TO A PIZZA STORE.  THE MONUMENT
 DM7184'IS FLUSH WITH THE BRICK SIDEWALK.
 DM7184
 DM7184                          STATION RECOVERY (2018)
 DM7184
 DM7184'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6252 ***********************************************************************
 KV6252  DESIGNATION -  27835
 KV6252  PID         -  KV6252
 KV6252  STATE/COUNTY-  NJ/MONMOUTH
 KV6252  COUNTRY     -  US
 KV6252  USGS QUAD   -  ASBURY PARK (2019)
 KV6252
 KV6252                         *CURRENT SURVEY CONTROL
 KV6252  ______________________________________________________________________
 KV6252* NAD 83(1986) POSITION- 40 12 05.     (N) 074 01 06.     (W)   SCALED
 KV6252* NAVD 88 ORTHO HEIGHT -     7.491 (meters)       24.58  (feet) ADJUSTED
 KV6252  ______________________________________________________________________
 KV6252  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 KV6252  DYNAMIC HEIGHT  -          7.487 (meters)       24.56  (feet) COMP
 KV6252  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 KV6252
 KV6252  VERT ORDER      -  FIRST     CLASS II
 KV6252
 KV6252.The horizontal coordinates were scaled from a map and have
 KV6252.an estimated accuracy of +/- 6 seconds.
 KV6252
 KV6252.The orthometric height was determined by differential leveling and
 KV6252.adjusted by the NATIONAL GEODETIC SURVEY
 KV6252.in June 1991.
 KV6252
 KV6252.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6252.GEOID18 height accuracy estimate available here.
 KV6252
 KV6252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK835505(NAD 83)
 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
 KV6252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6252.See file dsdata.pdf to determine how the superseded data were derived.
 KV6252
 KV6252_MARKER: DD = SURVEY DISK
 KV6252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20080422 MARK NOT FOUND   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.
 KV6252
 KV6252                          STATION RECOVERY (2008)
 KV6252
 KV6252'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KV6252'THE SIDEWALK AND CURB HAVE BEEN REBUILT.  THE MARK WAS PROBABLY
 KV6252'DESTROYED DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7174 ***********************************************************************
 DM7174  DESIGNATION -  27837
 DM7174  PID         -  DM7174
 DM7174  STATE/COUNTY-  NJ/MONMOUTH
 DM7174  COUNTRY     -  US
 DM7174  USGS QUAD   -  ASBURY PARK (2019)
 DM7174
 DM7174                         *CURRENT SURVEY CONTROL
 DM7174  ______________________________________________________________________
 DM7174* NAD 83(1986) POSITION- 40 13 13.     (N) 074 00 38.     (W)   SCALED
 DM7174* NAVD 88 ORTHO HEIGHT -     7.280 (meters)       23.88  (feet) ADJUSTED
 DM7174  ______________________________________________________________________
 DM7174  GEOID HEIGHT    -        -32.837 (meters)                     GEOID18
 DM7174  DYNAMIC HEIGHT  -          7.277 (meters)       23.87  (feet) COMP
 DM7174  MODELED GRAVITY -    980,170.7   (mgal)                       NAVD 88
 DM7174
 DM7174  VERT ORDER      -  FIRST     CLASS II
 DM7174
 DM7174.The horizontal coordinates were scaled from a map and have
 DM7174.an estimated accuracy of +/- 6 seconds.
 DM7174
 DM7174.The orthometric height was determined by differential leveling and
 DM7174.adjusted by the NATIONAL GEODETIC SURVEY
 DM7174.in May 2011.
 DM7174
 DM7174.No vertical observational check was made to the station.
 DM7174
 DM7174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7174.GEOID18 height accuracy estimate available here.
 DM7174
 DM7174.Click photographs - Photos may exist for this station.
 DM7174
 DM7174.The dynamic height is computed by dividing the NAVD 88
 DM7174.geopotential number by the normal gravity value computed on the
 DM7174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7174.degrees latitude (g = 980.6199 gals.).
 DM7174
 DM7174.The modeled gravity was interpolated from observed gravity values.
 DM7174
 DM7174;                    North         East    Units  Estimated Accuracy
 DM7174;SPC NJ       -   154,090.      191,660.      MT  (+/- 180 meters Scaled)
 DM7174
 DM7174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK841526(NAD 83)
 DM7174
 DM7174                          SUPERSEDED SURVEY CONTROL
 DM7174
 DM7174.No superseded survey control is available for this station.
 DM7174
 DM7174_MARKER: DD = SURVEY DISK
 DM7174_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7174_SP_SET: SIDEWALK
 DM7174_STAMPING: 27837
 DM7174_MARK LOGO: NJDCED
 DM7174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7174+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 DM7174
 DM7174  HISTORY     - Date     Condition        Report By
 DM7174  HISTORY     - 1984     MONUMENTED       NJDCED
 DM7174  HISTORY     - 20080507 GOOD             NJGS
 DM7174  HISTORY     - 20180712 GOOD             USPSQD
 DM7174
 DM7174                          STATION DESCRIPTION
 DM7174
 DM7174'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7174'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF FARMINGDALE, 5.9
 DM7174'MI (9.4 KM) SOUTH OF LONG BRANCH AND IN THE TOWN OF ASBURY PARK, NJ.
 DM7174'
 DM7174'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, SET IN THE SIDEWALK
 DM7174'ON THE NORTHWEST CORNER OF ASBURY AVENUE AND BOND STREET.
 DM7174'
 DM7174'THE STATION IS 6.7 FT (2.0 M) SOUTHWEST OF POLE NUMBER JC619AP, 5.8 FT
 DM7174'(1.8 M) EAST OF THE CURB OF BOND STREET, 9.7 FT (3.0 M) NORTH OF THE
 DM7174'CURB OF ASBURY AVENUE, 38.4 FT (11.7 M) SOUTHEAST OF THE SOUTHEAST
 DM7174'CORNER OF THE PORCH TO HOUSE NUMBER 701 46.5 FT (14.2 M)
 DM7174'WEST-NORTHWEST OF POLE NUMBER JC746AP.
 DM7174
 DM7174                          STATION RECOVERY (2018)
 DM7174
 DM7174'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7167 ***********************************************************************
 DM7167  DESIGNATION -  27838X
 DM7167  PID         -  DM7167
 DM7167  STATE/COUNTY-  NJ/MONMOUTH
 DM7167  COUNTRY     -  US
 DM7167  USGS QUAD   -  ASBURY PARK (2019)
 DM7167
 DM7167                         *CURRENT SURVEY CONTROL
 DM7167  ______________________________________________________________________
 DM7167* NAD 83(1986) POSITION- 40 13 53.     (N) 074 00 03.     (W)   SCALED
 DM7167* NAVD 88 ORTHO HEIGHT -     3.643 (meters)       11.95  (feet) ADJUSTED
 DM7167  ______________________________________________________________________
 DM7167  GEOID HEIGHT    -        -32.827 (meters)                     GEOID18
 DM7167  DYNAMIC HEIGHT  -          3.641 (meters)       11.95  (feet) COMP
 DM7167  MODELED GRAVITY -    980,170.9   (mgal)                       NAVD 88
 DM7167
 DM7167  VERT ORDER      -  FIRST     CLASS II
 DM7167
 DM7167.The horizontal coordinates were scaled from a map and have
 DM7167.an estimated accuracy of +/- 6 seconds.
 DM7167
 DM7167.The orthometric height was determined by differential leveling and
 DM7167.adjusted by the NATIONAL GEODETIC SURVEY
 DM7167.in May 2011.
 DM7167
 DM7167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7167.GEOID18 height accuracy estimate available here.
 DM7167
 DM7167.Click photographs - Photos may exist for this station.
 DM7167
 DM7167.The dynamic height is computed by dividing the NAVD 88
 DM7167.geopotential number by the normal gravity value computed on the
 DM7167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7167.degrees latitude (g = 980.6199 gals.).
 DM7167
 DM7167.The modeled gravity was interpolated from observed gravity values.
 DM7167
 DM7167;                    North         East    Units  Estimated Accuracy
 DM7167;SPC NJ       -   155,320.      192,480.      MT  (+/- 180 meters Scaled)
 DM7167
 DM7167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK850539(NAD 83)
 DM7167
 DM7167                          SUPERSEDED SURVEY CONTROL
 DM7167
 DM7167.No superseded survey control is available for this station.
 DM7167
 DM7167_MARKER: DD = SURVEY DISK
 DM7167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7167_SP_SET: BRIDGE SIDEWALK
 DM7167_STAMPING: 27838X
 DM7167_MARK LOGO: NJGS
 DM7167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7167+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2018
 DM7167
 DM7167  HISTORY     - Date     Condition        Report By
 DM7167  HISTORY     - UNK      MONUMENTED       LOCSUR
 DM7167  HISTORY     - 20080507 GOOD             NJGS
 DM7167  HISTORY     - 20150311 GOOD             NJDEP
 DM7167  HISTORY     - 20180818 GOOD             USPSQD
 DM7167
 DM7167                          STATION DESCRIPTION
 DM7167
 DM7167'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7167'THE STATION IS LOCATED IN THE BOROUGH OF ALLENHURST, SET IN A DRILL
 DM7167'HOLE IN THE BRIDGE SIDEWALK AT THE NORTHEAST CORNER OF EDGEMONT DRIVE
 DM7167'AND NORWOOD AVENUE (NJ STATE ROUTE 71) ON THE NORTH SIDE OF DEAL LAKE.
 DM7167'THE STATION IS 1.7 FT (0.5 M) EAST OF THE EAST CURB OF NORWOOD AVENUE,
 DM7167'20.8 FT (6.3 M) SOUTH OF THE SOUTH CURBLINE EXTENDED OF EDGEMONT
 DM7167'DRIVE, 4.4 FT (1.3 M) WEST OF THE NORTHEAST CORNER OF THE CONCRETE
 DM7167'BALUSTRADE, 82.7 FT (25.2 M) SOUTHWEST OF POLE NUMBER JC113.  THE
 DM7167'STATION IS LEVEL WITH THE SIDEWALK.
 DM7167
 DM7167                          STATION RECOVERY (2015)
 DM7167
 DM7167'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2015 (MT)
 DM7167'RECOVERED IN GOOD CONDITION.
 DM7167
 DM7167                          STATION RECOVERY (2018)
 DM7167
 DM7167'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5241 ***********************************************************************
 AA5241  DESIGNATION -  27839
 AA5241  PID         -  AA5241
 AA5241  STATE/COUNTY-  NJ/MONMOUTH
 AA5241  COUNTRY     -  US
 AA5241  USGS QUAD   -  ASBURY PARK (2019)
 AA5241
 AA5241                         *CURRENT SURVEY CONTROL
 AA5241  ______________________________________________________________________
 AA5241* NAD 83(2011) POSITION- 40 13 31.77408(N) 074 00 18.55415(W)   ADJUSTED
 AA5241* NAD 83(2011) ELLIP HT-   -27.912 (meters)        (06/27/12)   ADJUSTED
 AA5241* NAD 83(2011) EPOCH   -  2010.00
 AA5241* NAVD 88 ORTHO HEIGHT -     4.9   (meters)       16.    (feet) GPS OBS
 AA5241  ______________________________________________________________________
 AA5241  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5241  GEOID HEIGHT    -         -33.10 (meters)                     GEOID93
 AA5241  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 AA5241  NAD 83(2011) X  -  1,343,738.907 (meters)                     COMP
 AA5241  NAD 83(2011) Y  - -4,687,765.915 (meters)                     COMP
 AA5241  NAD 83(2011) Z  -  4,097,116.047 (meters)                     COMP
 AA5241  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 AA5241
 AA5241  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5241  Standards:
 AA5241         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5241            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5241  -------------------------------------------------------------------
 AA5241  NETWORK    0.45   0.69           0.20   0.16   0.35     -0.04038919
 AA5241  -------------------------------------------------------------------
 AA5241  Click here for local accuracies and other accuracy information.
 AA5241
 AA5241.The horizontal coordinates were established by GPS observations
 AA5241.and adjusted by the National Geodetic Survey in June 2012.
 AA5241
 AA5241.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5241.been affixed to the stable North American tectonic plate. See 
 AA5241.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5241
 AA5241.The horizontal coordinates are valid at the epoch date displayed above
 AA5241.which is a decimal equivalence of Year/Month/Day.
 AA5241
 AA5241.The orthometric height was determined by GPS observations and a
 AA5241.high-resolution geoid model.
 AA5241
 AA5241.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5241.GEOID18 height accuracy estimate available here.
 AA5241
 AA5241.Click photographs - Photos may exist for this station.
 AA5241
 AA5241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5241
 AA5241.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5241
 AA5241.The ellipsoidal height was determined by GPS observations
 AA5241.and is referenced to NAD 83.
 AA5241
 AA5241. The following values were computed from the NAD 83(2011) position.
 AA5241
 AA5241;                    North         East     Units Scale Factor Converg.
 AA5241;SPC NJ       -   154,667.350   192,113.365   MT  0.99992183   +0 19 10.5
 AA5241;SPC NJ       -   507,437.80    630,291.93   sFT  0.99992183   +0 19 10.5
 AA5241;UTM  18      - 4,453,259.774   584,640.486   MT  0.99968819   +0 38 33.0
 AA5241
 AA5241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5241!SPC NJ       -   1.00000438  x   0.99992183  =   0.99992621
 AA5241!UTM  18      -   1.00000438  x   0.99968819  =   0.99969257
 AA5241
 AA5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8464053259(NAD 83)
 AA5241
 AA5241                          SUPERSEDED SURVEY CONTROL
 AA5241
 AA5241  NAD 83(2007)-  40 13 31.77450(N)    074 00 18.55460(W) AD(2002.00) 0
 AA5241  ELLIP H (02/10/07)  -27.903  (m)                       GP(2002.00)    
 AA5241  ELLIP H (10/23/02)  -27.886  (m)                       GP(       ) 4 1
 AA5241  NAD 83(1996)-  40 13 31.77434(N)    074 00 18.55461(W) AD(       ) 1
 AA5241  ELLIP H (05/14/99)  -27.905  (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)  -27.884  (m)                       GP(       ) 3 1
 AA5241
 AA5241.Superseded values are not recommended for survey control.
 AA5241
 AA5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5241.See file dsdata.pdf to determine how the superseded data were derived.
 AA5241
 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 = JULY 24, 2026 22:12:30 EDT
 DM7171 ***********************************************************************
 DM7171  DESIGNATION -  27840
 DM7171  PID         -  DM7171
 DM7171  STATE/COUNTY-  NJ/MONMOUTH
 DM7171  COUNTRY     -  US
 DM7171  USGS QUAD   -  ASBURY PARK OE E (2019)
 DM7171
 DM7171                         *CURRENT SURVEY CONTROL
 DM7171  ______________________________________________________________________
 DM7171* NAD 83(1986) POSITION- 40 13 25.     (N) 073 59 56.     (W)   SCALED
 DM7171* NAVD 88 ORTHO HEIGHT -     3.874 (meters)       12.71  (feet) ADJUSTED
 DM7171  ______________________________________________________________________
 DM7171  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 DM7171  DYNAMIC HEIGHT  -          3.873 (meters)       12.71  (feet) COMP
 DM7171  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 DM7171
 DM7171  VERT ORDER      -  FIRST     CLASS II
 DM7171
 DM7171.The horizontal coordinates were scaled from a map and have
 DM7171.an estimated accuracy of +/- 6 seconds.
 DM7171
 DM7171.The orthometric height was determined by differential leveling and
 DM7171.adjusted by the NATIONAL GEODETIC SURVEY
 DM7171.in May 2011.
 DM7171
 DM7171.No vertical observational check was made to the station.
 DM7171
 DM7171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7171.GEOID18 height accuracy estimate available here.
 DM7171
 DM7171.Click photographs - Photos may exist for this station.
 DM7171
 DM7171.The dynamic height is computed by dividing the NAVD 88
 DM7171.geopotential number by the normal gravity value computed on the
 DM7171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7171.degrees latitude (g = 980.6199 gals.).
 DM7171
 DM7171.The modeled gravity was interpolated from observed gravity values.
 DM7171
 DM7171;                    North         East    Units  Estimated Accuracy
 DM7171;SPC NJ       -   154,460.      192,650.      MT  (+/- 180 meters Scaled)
 DM7171
 DM7171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK851530(NAD 83)
 DM7171
 DM7171                          SUPERSEDED SURVEY CONTROL
 DM7171
 DM7171.No superseded survey control is available for this station.
 DM7171
 DM7171_MARKER: DD = SURVEY DISK
 DM7171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7171_SP_SET: PILLAR FOOTING
 DM7171_STAMPING: 27840
 DM7171_MARK LOGO: NJGS
 DM7171_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7171+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2018
 DM7171
 DM7171  HISTORY     - Date     Condition        Report By
 DM7171  HISTORY     - 1984     MONUMENTED       NJGS
 DM7171  HISTORY     - 20080507 GOOD             NJGS
 DM7171  HISTORY     - 20180703 GOOD             USPSQD
 DM7171
 DM7171                          STATION DESCRIPTION
 DM7171
 DM7171'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7171'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-NORTHEAST OF
 DM7171'FARMINGDALE, 5.6 MI (9.0 KM) SOUTH OF LONG BRANCH AND 0.8 MI (1.3 KM)
 DM7171'EAST-NORTHEAST OF ASBURY PARK.
 DM7171'
 DM7171'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, SET IN A DRILL HOLE
 DM7171'IN THE FOOTING BETWEEN THE PILLARS OF THE ASBURY PARK CONVENTION
 DM7171'CENTER ON THE EAST SIDE OF OCEAN AVENUE.
 DM7171'
 DM7171'THE STATION IS 37.8 FT (11.5 M) EAST-SOUTHEAST OF THE EAST CURB OF
 DM7171'OCEAN AVENUE, 53.0 FT (16.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 DM7171'OCEAN AVENUE, 151.4 FT (46.1 M) SOUTH-SOUTHWEST OF THE NORTHWEST
 DM7171'CORNER OF THE CONVENTION CENTER, 79.7 FT (24.3 M) NORTH-NORTHEAST OF
 DM7171'THE SOUTHWEST CORNER OF THE CONVENTION CENTER, 7.8 FT (2.4 M) WEST OF
 DM7171'THE WEST FACE OF THE CONVENTION CENTER BUILDING.  THE STATION IS ABOUT
 DM7171'3 FT (0.9 M) ABOVE THE GROUND.
 DM7171
 DM7171                          STATION RECOVERY (2018)
 DM7171
 DM7171'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7171'THE ACCESS TO THE PILLARS IS NOW RESTRICTED BY A LOCKED GATE.  IT IS
 DM7171'ACCESSIBLE WITH THE ASSISTANCE OF MANAGEMENT OF THE CONVENTION HALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9806 ***********************************************************************
 DE9806  DESIGNATION -  27842
 DE9806  PID         -  DE9806
 DE9806  STATE/COUNTY-  NJ/MERCER
 DE9806  COUNTRY     -  US
 DE9806  USGS QUAD   -  TRENTON EAST (2019)
 DE9806
 DE9806                         *CURRENT SURVEY CONTROL
 DE9806  ______________________________________________________________________
 DE9806* NAD 83(1986) POSITION- 40 11 07.     (N) 074 40 44.     (W)   SCALED
 DE9806* NAVD 88 ORTHO HEIGHT -    21.386 (meters)       70.16  (feet) ADJUSTED
 DE9806  ______________________________________________________________________
 DE9806  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 DE9806  DYNAMIC HEIGHT  -         21.377 (meters)       70.13  (feet) COMP
 DE9806  MODELED GRAVITY -    980,193.8   (mgal)                       NAVD 88
 DE9806
 DE9806  VERT ORDER      -  FIRST     CLASS II
 DE9806
 DE9806.The horizontal coordinates were scaled from a map and have
 DE9806.an estimated accuracy of +/- 6 seconds.
 DE9806
 DE9806.The orthometric height was determined by differential leveling and
 DE9806.adjusted by the NATIONAL GEODETIC SURVEY
 DE9806.in March 2005.
 DE9806
 DE9806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9806.GEOID18 height accuracy estimate available here.
 DE9806
 DE9806.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK273483(NAD 83)
 DE9806
 DE9806                          SUPERSEDED SURVEY CONTROL
 DE9806
 DE9806.No superseded survey control is available for this station.
 DE9806
 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  HISTORY     - 20220803 MARK NOT FOUND   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                          STATION RECOVERY (2022)
 DE9806
 DE9806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DE9806'NOT FOUND, TIES ARE CORRECT HOWEVER MONUMENT WAS NOT FOUND, LOOKS AS
 DE9806'THOUGH AREA WAS REGRADED POSSIBLY WITH NEW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0950 ***********************************************************************
 KV0950  DESIGNATION -  28.21 NJGS
 KV0950  PID         -  KV0950
 KV0950  STATE/COUNTY-  NJ/MIDDLESEX
 KV0950  COUNTRY     -  US
 KV0950  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0950
 KV0950                         *CURRENT SURVEY CONTROL
 KV0950  ______________________________________________________________________
 KV0950* NAD 83(1986) POSITION- 40 23 30.     (N) 074 23 45.     (W)   SCALED
 KV0950* NAVD 88 ORTHO HEIGHT -     8.290 (meters)       27.20  (feet) POSTED
 KV0950  ______________________________________________________________________
 KV0950  GEOID HEIGHT    -        -32.648 (meters)                     GEOID18
 KV0950  DYNAMIC HEIGHT  -          8.29  (meters)       27.2   (feet) COMP
 KV0950  MODELED GRAVITY -    980,199.4   (mgal)                       NAVD 88
 KV0950
 KV0950  VERT ORDER      -  * POSTED, SEE BELOW
 KV0950
 KV0950.The horizontal coordinates were scaled from a 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
 KV0950.* This is a POSTED BENCH MARK height.
 KV0950
 KV0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0950.GEOID18 height accuracy estimate available here.
 KV0950
 KV0950.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK512714(NAD 83)
 KV0950
 KV0950                          SUPERSEDED SURVEY CONTROL
 KV0950
 KV0950  NGVD 29 (11/26/84)    8.653  (m)           28.39   (f) ADJUSTED    1 2
 KV0950
 KV0950.Superseded values are not recommended for survey control.
 KV0950
 KV0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0950.See file dsdata.pdf to determine how the superseded data were derived.
 KV0950
 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 = JULY 24, 2026 22:12:30 EDT
 KV6025 ***********************************************************************
 KV6025  DESIGNATION -  28004
 KV6025  PID         -  KV6025
 KV6025  STATE/COUNTY-  NJ/MERCER
 KV6025  COUNTRY     -  US
 KV6025  USGS QUAD   -  TRENTON EAST (2019)
 KV6025
 KV6025                         *CURRENT SURVEY CONTROL
 KV6025  ______________________________________________________________________
 KV6025* NAD 83(1986) POSITION- 40 13 11.32   (N) 074 44 42.40   (W)   HD_HELD1
 KV6025* NAVD 88 ORTHO HEIGHT -    19.577 (meters)       64.23  (feet) ADJUSTED
 KV6025  ______________________________________________________________________
 KV6025  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 KV6025  DYNAMIC HEIGHT  -         19.568 (meters)       64.20  (feet) COMP
 KV6025  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 KV6025
 KV6025  VERT ORDER      -  FIRST     CLASS I
 KV6025
 KV6025.The horizontal coordinates were determined by differentially corrected
 KV6025.hand held GPS observations or other comparable positioning techniques
 KV6025.and have an estimated accuracy of +/- 3 meters.
 KV6025
 KV6025.The orthometric height was determined by differential leveling and
 KV6025.adjusted by the NATIONAL GEODETIC SURVEY
 KV6025.in June 1991.
 KV6025
 KV6025.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6025.GEOID18 height accuracy estimate available here.
 KV6025
 KV6025.Click photographs - Photos may exist for this station.
 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       -   153,947.9     129,138.4     MT  (+/- 3 meters HH1 GPS) 
 KV6025
 KV6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2168752185(NAD 83)
 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
 KV6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6025.See file dsdata.pdf to determine how the superseded data were derived.
 KV6025
 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  HISTORY     - 20061122 GOOD             GEOCAC
 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.
 KV6025
 KV6025                          STATION RECOVERY (2006)
 KV6025
 KV6025'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KV6025'STATION DISK FOUND AS DESCRIBED AT A CURB CUT. NO WISHBONE CHICKEN
 KV6025'SIGN OBSERVED. BUILDING NOW HOUSES A RITE AID PHARMACY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6024 ***********************************************************************
 KV6024  DESIGNATION -  28005
 KV6024  PID         -  KV6024
 KV6024  STATE/COUNTY-  NJ/MERCER
 KV6024  COUNTRY     -  US
 KV6024  USGS QUAD   -  TRENTON EAST (2019)
 KV6024
 KV6024                         *CURRENT SURVEY CONTROL
 KV6024  ______________________________________________________________________
 KV6024* NAD 83(1986) POSITION- 40 13 01.     (N) 074 44 35.     (W)   SCALED
 KV6024* NAVD 88 ORTHO HEIGHT -    18.217 (meters)       59.77  (feet) ADJUSTED
 KV6024  ______________________________________________________________________
 KV6024  GEOID HEIGHT    -        -33.108 (meters)                     GEOID18
 KV6024  DYNAMIC HEIGHT  -         18.209 (meters)       59.74  (feet) COMP
 KV6024  MODELED GRAVITY -    980,180.3   (mgal)                       NAVD 88
 KV6024
 KV6024  VERT ORDER      -  FIRST     CLASS I
 KV6024
 KV6024.The horizontal coordinates were scaled from a map and have
 KV6024.an estimated accuracy of +/- 6 seconds.
 KV6024
 KV6024.The orthometric height was determined by differential leveling and
 KV6024.adjusted by the NATIONAL GEODETIC SURVEY
 KV6024.in June 1991.
 KV6024
 KV6024.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6024.GEOID18 height accuracy estimate available here.
 KV6024
 KV6024.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK218518(NAD 83)
 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
 KV6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6024.See file dsdata.pdf to determine how the superseded data were derived.
 KV6024
 KV6024_MARKER: DD = SURVEY DISK
 KV6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DE9804 ***********************************************************************
 DE9804  DESIGNATION -  28009
 DE9804  PID         -  DE9804
 DE9804  STATE/COUNTY-  NJ/MERCER
 DE9804  COUNTRY     -  US
 DE9804  USGS QUAD   -  TRENTON EAST (2019)
 DE9804
 DE9804                         *CURRENT SURVEY CONTROL
 DE9804  ______________________________________________________________________
 DE9804* NAD 83(1986) POSITION- 40 10 47.     (N) 074 40 21.     (W)   SCALED
 DE9804* NAVD 88 ORTHO HEIGHT -    17.430 (meters)       57.18  (feet) ADJUSTED
 DE9804  ______________________________________________________________________
 DE9804  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 DE9804  DYNAMIC HEIGHT  -         17.423 (meters)       57.16  (feet) COMP
 DE9804  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 DE9804
 DE9804  VERT ORDER      -  FIRST     CLASS II
 DE9804
 DE9804.The horizontal coordinates were scaled from a map and have
 DE9804.an estimated accuracy of +/- 6 seconds.
 DE9804
 DE9804.The orthometric height was determined by differential leveling and
 DE9804.adjusted by the NATIONAL GEODETIC SURVEY
 DE9804.in March 2005.
 DE9804
 DE9804.No vertical observational check was made to the station.
 DE9804
 DE9804.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9804.GEOID18 height accuracy estimate available here.
 DE9804
 DE9804.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK278477(NAD 83)
 DE9804
 DE9804                          SUPERSEDED SURVEY CONTROL
 DE9804
 DE9804.No superseded survey control is available for this station.
 DE9804
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4069 ***********************************************************************
 JU4069  DESIGNATION -  28012
 JU4069  PID         -  JU4069
 JU4069  STATE/COUNTY-  NJ/ATLANTIC
 JU4069  COUNTRY     -  US
 JU4069  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4069
 JU4069                         *CURRENT SURVEY CONTROL
 JU4069  ______________________________________________________________________
 JU4069* NAD 83(1986) POSITION- 39 22 06.     (N) 074 24 47.     (W)   SCALED
 JU4069* NAVD 88 ORTHO HEIGHT -     1.452 (meters)        4.76  (feet) ADJUSTED
 JU4069  ______________________________________________________________________
 JU4069  GEOID HEIGHT    -        -34.414 (meters)                     GEOID18
 JU4069  DYNAMIC HEIGHT  -          1.451 (meters)        4.76  (feet) COMP
 JU4069  MODELED GRAVITY -    980,107.3   (mgal)                       NAVD 88
 JU4069
 JU4069  VERT ORDER      -  FIRST     CLASS II
 JU4069
 JU4069.The horizontal coordinates were scaled from a map and have
 JU4069.an estimated accuracy of +/- 6 seconds.
 JU4069
 JU4069.The orthometric height was determined by differential leveling and
 JU4069.adjusted by the NATIONAL GEODETIC SURVEY
 JU4069.in June 1991.
 JU4069
 JU4069.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4069.GEOID18 height accuracy estimate available here.
 JU4069
 JU4069.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ505578(NAD 83)
 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
 JU4069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4069.See file dsdata.pdf to determine how the superseded data were derived.
 JU4069
 JU4069_STAMPING: 28012
 JU4069_MARK LOGO: NJGS
 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  HISTORY     - 20170306 MARK NOT FOUND   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.
 JU4069
 JU4069                          STATION RECOVERY (2017)
 JU4069
 JU4069'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4069'THE AREA HAS BEEN COMPLETELY RECONSTRUCTED, THE REMAINING TIES PUT THE
 JU4069'STATION UNDER THE PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6454 ***********************************************************************
 DR6454  DESIGNATION -  28218
 DR6454  PID         -  DR6454
 DR6454  STATE/COUNTY-  NJ/OCEAN
 DR6454  COUNTRY     -  US
 DR6454  USGS QUAD   -  WEST CREEK (2019)
 DR6454
 DR6454                         *CURRENT SURVEY CONTROL
 DR6454  ______________________________________________________________________
 DR6454* NAD 83(1986) POSITION- 39 40 35.34   (N) 074 16 28.53   (W)   HD_HELD1
 DR6454* NAVD 88 ORTHO HEIGHT -     7.509 (meters)       24.64  (feet) ADJUSTED
 DR6454  ______________________________________________________________________
 DR6454  GEOID HEIGHT    -        -33.290 (meters)                     GEOID18
 DR6454  DYNAMIC HEIGHT  -          7.506 (meters)       24.63  (feet) COMP
 DR6454  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 DR6454
 DR6454  VERT ORDER      -  FIRST     CLASS II
 DR6454
 DR6454.The horizontal coordinates were determined by differentially corrected
 DR6454.hand held GPS observations or other comparable positioning techniques
 DR6454.and have an estimated accuracy of +/- 3 meters.
 DR6454
 DR6454.The orthometric height was determined by differential leveling and
 DR6454.adjusted by the NATIONAL GEODETIC SURVEY
 DR6454.in February 2021.
 DR6454
 DR6454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6454.GEOID18 height accuracy estimate available here.
 DR6454
 DR6454.Click photographs - Photos may exist for this station.
 DR6454
 DR6454.The dynamic height is computed by dividing the NAVD 88
 DR6454.geopotential number by the normal gravity value computed on the
 DR6454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6454.degrees latitude (g = 980.6199 gals.).
 DR6454
 DR6454.The modeled gravity was interpolated from observed gravity values.
 DR6454
 DR6454;                    North         East    Units  Estimated Accuracy
 DR6454;SPC NJ       -    93,621.7     169,337.1     MT  (+/- 3 meters HH1 GPS) 
 DR6454
 DR6454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6221292102(NAD 83)
 DR6454
 DR6454                          SUPERSEDED SURVEY CONTROL
 DR6454
 DR6454.No superseded survey control is available for this station.
 DR6454
 DR6454_MARKER: DB = BENCH MARK DISK
 DR6454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6454_STAMPING: 28218
 DR6454_MARK LOGO: NJGS
 DR6454_PROJECTION: FLUSH
 DR6454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6454+STABILITY: SURFACE MOTION
 DR6454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6454+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2019
 DR6454
 DR6454  HISTORY     - Date     Condition        Report By
 DR6454  HISTORY     - UNK      MONUMENTED       NJGS
 DR6454  HISTORY     - 20190418 GOOD             NJGS
 DR6454
 DR6454                          STATION DESCRIPTION
 DR6454
 DR6454'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6454'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHEAST OF TUCKERTON, 5.5
 DR6454'MI (8.8 KM) WEST-NORTHWEST OF SHIP BOTTOM AND 3.4 MI (5.5 KM)
 DR6454'NORTH-NORTHEAST OF WEST CREEK, IN STAFFORD TOWNSHIP.
 DR6454'
 DR6454'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 9 AND 72, GO 1.5
 DR6454'MI (2.4 KM) SOUTHWEST ALONG ROUTE 9, 0.12 MI (0.19 KM) FROM THE
 DR6454'INTERSECTION OF ROUTE 9 AND LAMSON ROAD, TO THE STATION ON THE LEFT.
 DR6454'
 DR6454'THE STATION IS 27.3 FT (8.3 M) SOUTHEAST OF THE CENTERLINE OF ROUTE 9,
 DR6454'95.5 FT (29.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER
 DR6454'835, 5.3 FT (1.6 M) SOUTHEAST OF POLE NUMBER BT1208 AND 1 FT (0.3 M)
 DR6454'WEST OF GEODETIC SURVEY WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1021 ***********************************************************************
 KV1021  DESIGNATION -  2842
 KV1021  PID         -  KV1021
 KV1021  STATE/COUNTY-  NJ/BURLINGTON
 KV1021  COUNTRY     -  US
 KV1021  USGS QUAD   -  BRISTOL (2019)
 KV1021
 KV1021                         *CURRENT SURVEY CONTROL
 KV1021  ______________________________________________________________________
 KV1021* NAD 83(2011) POSITION- 40 06 33.59151(N) 074 47 07.16997(W)   ADJUSTED
 KV1021* NAD 83(2011) ELLIP HT-   -17.101 (meters)        (06/27/12)   ADJUSTED
 KV1021* NAD 83(2011) EPOCH   -  2010.00
 KV1021* NAVD 88 ORTHO HEIGHT -    15.627 (meters)       51.27  (feet) ADJUSTED
 KV1021  ______________________________________________________________________
 KV1021  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 KV1021  NAD 83(2011) X  -  1,281,970.655 (meters)                     COMP
 KV1021  NAD 83(2011) Y  - -4,713,663.938 (meters)                     COMP
 KV1021  NAD 83(2011) Z  -  4,087,266.608 (meters)                     COMP
 KV1021  LAPLACE CORR    -          3.57  (seconds)                    DEFLEC18
 KV1021  DYNAMIC HEIGHT  -         15.620 (meters)       51.25  (feet) COMP
 KV1021  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 KV1021
 KV1021  VERT ORDER      -  FIRST     CLASS II
 KV1021
 KV1021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1021  Standards:
 KV1021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1021  -------------------------------------------------------------------
 KV1021  NETWORK    0.46   0.86           0.21   0.16   0.44      0.14371017
 KV1021  -------------------------------------------------------------------
 KV1021  Click here for local accuracies and other accuracy information.
 KV1021
 KV1021.The horizontal coordinates were established by GPS observations
 KV1021.and adjusted by the National Geodetic Survey in June 2012.
 KV1021
 KV1021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1021.been affixed to the stable North American tectonic plate. See 
 KV1021.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1021
 KV1021.The horizontal coordinates are valid at the epoch date displayed above
 KV1021.which is a decimal equivalence of Year/Month/Day.
 KV1021
 KV1021.The orthometric height was determined by differential leveling and
 KV1021.adjusted by the NATIONAL GEODETIC SURVEY
 KV1021.in February 2010.
 KV1021
 KV1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1021.GEOID18 height accuracy estimate available here.
 KV1021
 KV1021.Click photographs - Photos may exist for this station.
 KV1021
 KV1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1021
 KV1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1021
 KV1021.The ellipsoidal height was determined by GPS observations
 KV1021.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1021
 KV1021;                    North         East     Units Scale Factor Converg.
 KV1021;SPC NJ       -   141,691.852   125,676.317   MT  0.99990728   -0 11 01.8
 KV1021;SPC NJ       -   464,867.35    412,323.05   sFT  0.99990728   -0 11 01.8
 KV1021;SPC PA S     -    90,404.738   852,707.561   MT  0.99997715   +1 55 24.5
 KV1021;SPC PA S     -   296,602.88  2,797,591.39   sFT  0.99997715   +1 55 24.5
 KV1021;UTM  18      - 4,439,914.084   518,295.343   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1829539914(NAD 83)
 KV1021
 KV1021                          SUPERSEDED SURVEY CONTROL
 KV1021
 KV1021  NAD 83(2007)-  40 06 33.59196(N)    074 47 07.17062(W) AD(2002.00) 0
 KV1021  ELLIP H (02/10/07)  -17.096  (m)                       GP(2002.00)    
 KV1021  ELLIP H (10/23/02)  -17.060  (m)                       GP(       ) 4 1
 KV1021  NAD 83(1996)-  40 06 33.59197(N)    074 47 07.17067(W) AD(       ) 1
 KV1021  ELLIP H (05/14/99)  -17.065  (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)  -17.096  (m)                       GP(       ) 2 1
 KV1021  ELLIP H (01/27/92)  -16.997  (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              15.73   (m)           51.6    (f) LEVELING    3  
 KV1021  NAVD 88 (06/15/91)   15.726  (m)           51.59   (f) SUPERSEDED  1 2
 KV1021  NGVD 29 (01/10/92)   16.048  (m)           52.65   (f) ADJUSTED    1 2
 KV1021  NGVD 29              16.09   (m)           52.8    (f) LEVELING    3  
 KV1021  NGVD 29 (??/??/87)   16.083  (m)           52.77   (f) SUPERSEDED  1 2
 KV1021
 KV1021.Superseded values are not recommended for survey control.
 KV1021
 KV1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1021.See file dsdata.pdf to determine how the superseded data were derived.
 KV1021
 KV1021_MARKER: DD = SURVEY DISK
 KV1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1021_STAMPING: 2842 52.766
 KV1021_MARK LOGO: CGS+SS
 KV1021_PROJECTION: FLUSH
 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 01, 2022
 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  HISTORY     - 20060822 GOOD             NJGS
 KV1021  HISTORY     - 20220201 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.
 KV1021
 KV1021                          STATION RECOVERY (2006)
 KV1021
 KV1021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV1021'RECOVERED IN GOOD CONDITION.  NOTE--STATION IS NEXT TO A METAL WITNESS
 KV1021'POST SET AT THIS TIME.
 KV1021
 KV1021                          STATION RECOVERY (2022)
 KV1021
 KV1021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV1021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7219 ***********************************************************************
 DM7219  DESIGNATION -  2860
 DM7219  PID         -  DM7219
 DM7219  STATE/COUNTY-  NJ/BURLINGTON
 DM7219  COUNTRY     -  US
 DM7219  USGS QUAD   -  BRISTOL (2019)
 DM7219
 DM7219                         *CURRENT SURVEY CONTROL
 DM7219  ______________________________________________________________________
 DM7219* NAD 83(1986) POSITION- 40 03 37.     (N) 074 51 02.     (W)   SCALED
 DM7219* NAVD 88 ORTHO HEIGHT -    19.869 (meters)       65.19  (feet) ADJUSTED
 DM7219  ______________________________________________________________________
 DM7219  GEOID HEIGHT    -        -32.804 (meters)                     GEOID18
 DM7219  DYNAMIC HEIGHT  -         19.860 (meters)       65.16  (feet) COMP
 DM7219  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 DM7219
 DM7219  VERT ORDER      -  FIRST     CLASS II
 DM7219
 DM7219.The horizontal coordinates were scaled from a map and have
 DM7219.an estimated accuracy of +/- 6 seconds.
 DM7219
 DM7219.The orthometric height was determined by differential leveling and
 DM7219.adjusted by the NATIONAL GEODETIC SURVEY
 DM7219.in May 2011.
 DM7219
 DM7219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7219.GEOID18 height accuracy estimate available here.
 DM7219
 DM7219.Click photographs - Photos may exist for this station.
 DM7219
 DM7219.The dynamic height is computed by dividing the NAVD 88
 DM7219.geopotential number by the normal gravity value computed on the
 DM7219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7219.degrees latitude (g = 980.6199 gals.).
 DM7219
 DM7219.The modeled gravity was interpolated from observed gravity values.
 DM7219
 DM7219;                    North         East    Units  Estimated Accuracy
 DM7219;SPC NJ       -   136,270.      120,090.      MT  (+/- 180 meters Scaled)
 DM7219
 DM7219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK127344(NAD 83)
 DM7219
 DM7219                          SUPERSEDED SURVEY CONTROL
 DM7219
 DM7219.No superseded survey control is available for this station.
 DM7219
 DM7219_MARKER: DD = SURVEY DISK
 DM7219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7219_STAMPING: 2860 66.436
 DM7219_MARK LOGO: NJDCED
 DM7219_PROJECTION: RECESSED 8 CENTIMETERS
 DM7219_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7219+STABILITY: SURFACE MOTION
 DM7219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7219+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DM7219
 DM7219  HISTORY     - Date     Condition        Report By
 DM7219  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7219  HISTORY     - 20080428 GOOD             NJGS
 DM7219
 DM7219                          STATION DESCRIPTION
 DM7219
 DM7219'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7219'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP, ON THE NORTHWEST CORNER
 DM7219'OF HIGH STREET (COUNTY ROAD 541) AND 13TH STREET IN FRONT OF HOUSE
 DM7219'NUMBER 1214.
 DM7219'
 DM7219'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 NORTHBOUND
 DM7219'LANES AND HIGH STREET, GO 0.8 MI (1.3 KM) SOUTH ON HIGH STREET TO THE
 DM7219'STATION ON THE RIGHT.
 DM7219'
 DM7219'THE STATION IS 1.8 FT (0.5 M) WEST-SOUTHWEST OF THE CURB OF HIGH
 DM7219'STREET, 30.1 FT (9.2 M) NORTH OF THE CENTERLINE OF 13TH STREET, 4.1 FT
 DM7219'(1.2 M) NORTH-NORTHEAST OF POLE NUMBER 62073BT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7218 ***********************************************************************
 DM7218  DESIGNATION -  2861
 DM7218  PID         -  DM7218
 DM7218  STATE/COUNTY-  NJ/BURLINGTON
 DM7218  COUNTRY     -  US
 DM7218  USGS QUAD   -  BRISTOL (2019)
 DM7218
 DM7218                         *CURRENT SURVEY CONTROL
 DM7218  ______________________________________________________________________
 DM7218* NAD 83(1986) POSITION- 40 03 51.     (N) 074 51 07.     (W)   SCALED
 DM7218* NAVD 88 ORTHO HEIGHT -    11.066 (meters)       36.31  (feet) ADJUSTED
 DM7218  ______________________________________________________________________
 DM7218  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 DM7218  DYNAMIC HEIGHT  -         11.061 (meters)       36.29  (feet) COMP
 DM7218  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 DM7218
 DM7218  VERT ORDER      -  FIRST     CLASS II
 DM7218
 DM7218.The horizontal coordinates were scaled from a map and have
 DM7218.an estimated accuracy of +/- 6 seconds.
 DM7218
 DM7218.The orthometric height was determined by differential leveling and
 DM7218.adjusted by the NATIONAL GEODETIC SURVEY
 DM7218.in May 2011.
 DM7218
 DM7218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7218.GEOID18 height accuracy estimate available here.
 DM7218
 DM7218.Click photographs - Photos may exist for this station.
 DM7218
 DM7218.The dynamic height is computed by dividing the NAVD 88
 DM7218.geopotential number by the normal gravity value computed on the
 DM7218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7218.degrees latitude (g = 980.6199 gals.).
 DM7218
 DM7218.The modeled gravity was interpolated from observed gravity values.
 DM7218
 DM7218;                    North         East    Units  Estimated Accuracy
 DM7218;SPC NJ       -   136,700.      119,980.      MT  (+/- 180 meters Scaled)
 DM7218
 DM7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK126348(NAD 83)
 DM7218
 DM7218                          SUPERSEDED SURVEY CONTROL
 DM7218
 DM7218.No superseded survey control is available for this station.
 DM7218
 DM7218_MARKER: DD = SURVEY DISK
 DM7218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7218_STAMPING: 2861 27.417
 DM7218_MARK LOGO: NJDCED
 DM7218_PROJECTION: RECESSED 15 CENTIMETERS
 DM7218_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7218+STABILITY: SURFACE MOTION
 DM7218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7218+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DM7218
 DM7218  HISTORY     - Date     Condition        Report By
 DM7218  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7218  HISTORY     - 20080428 GOOD             NJGS
 DM7218
 DM7218                          STATION DESCRIPTION
 DM7218
 DM7218'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7218'THE STATION IS LOCATED IN THE CITY OF BURLINGTON, ON THE EAST SIDE OF
 DM7218'HIGH STREET (COUNTY ROAD 541) IN FRONT OF HOUSE NUMBER 1413.
 DM7218'
 DM7218'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 NORTHBOUND
 DM7218'LANES AND HIGH STREET, GO 0.5 MI (0.8 KM) SOUTH ON HIGH STREET TO THE
 DM7218'STATION ON THE LEFT.
 DM7218'
 DM7218'THE STATION IS 35.9 FT (10.9 M) NORTH OF POLE NUMBER 1076BC, 2.0 FT
 DM7218'(0.6 M) EAST OF THE CURB OF HIGH STREET, 27.7 FT (8.4 M) WEST OF THE
 DM7218'NORTHWEST CORNER OF THE FRONT PORCH OF HOUSE NUMBER 1413.  SET BETWEEN
 DM7218'THE CURB AND SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1169 ***********************************************************************
 KV1169  DESIGNATION -  2877
 KV1169  PID         -  KV1169
 KV1169  STATE/COUNTY-  NJ/BURLINGTON
 KV1169  COUNTRY     -  US
 KV1169  USGS QUAD   -  BEVERLY (2016)
 KV1169
 KV1169                         *CURRENT SURVEY CONTROL
 KV1169  ______________________________________________________________________
 KV1169* NAD 83(1986) POSITION- 40 01 59.05   (N) 074 58 19.27   (W)   HD_HELD1
 KV1169* NAVD 88 ORTHO HEIGHT -     4.403 (meters)       14.45  (feet) ADJUSTED
 KV1169  ______________________________________________________________________
 KV1169  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 KV1169  DYNAMIC HEIGHT  -          4.401 (meters)       14.44  (feet) COMP
 KV1169  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 KV1169
 KV1169  VERT ORDER      -  FIRST     CLASS II
 KV1169
 KV1169.The horizontal coordinates were determined by differentially corrected
 KV1169.hand held GPS observations or other comparable positioning techniques
 KV1169.and have an estimated accuracy of +/- 3 meters.
 KV1169
 KV1169.The orthometric height was determined by differential leveling and
 KV1169.adjusted by the NATIONAL GEODETIC SURVEY
 KV1169.in June 1991.
 KV1169
 KV1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1169.GEOID18 height accuracy estimate available here.
 KV1169
 KV1169.Click photographs - Photos may exist for this station.
 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       -   133,292.6     109,715.8     MT  (+/- 3 meters HH1 GPS) 
 KV1169
 KV1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0238731427(NAD 83)
 KV1169
 KV1169                          SUPERSEDED SURVEY CONTROL
 KV1169
 KV1169  NGVD 29 (??/??/92)    4.769  (m)           15.65   (f) SUPERSEDED  1 2
 KV1169  NGVD 29 (01/10/92)    4.724  (m)           15.50   (f) ADJUSTED    1 2
 KV1169
 KV1169.Superseded values are not recommended for survey control.
 KV1169
 KV1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1169.See file dsdata.pdf to determine how the superseded data were derived.
 KV1169
 KV1169_MARKER: DD = SURVEY DISK
 KV1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1169_STAMPING: 2877 15.572
 KV1169_MARK LOGO: CGS+SS
 KV1169_PROJECTION: FLUSH
 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 - October 16, 2025
 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  HISTORY     - 20070310 GOOD             UE
 KV1169  HISTORY     - 20220801 GOOD             NJGS
 KV1169  HISTORY     - 20251016 GOOD             AAAS
 KV1169
 KV1169                          STATION DESCRIPTION
 KV1169
 KV1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 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.
 KV1169
 KV1169                          STATION RECOVERY (2007)
 KV1169
 KV1169'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV1169'CAROUSEL INN RESTAURANT IS NOT CALVARY CHAPEL.
 KV1169
 KV1169                          STATION RECOVERY (2022)
 KV1169
 KV1169'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV1169'RECOVERED IN GOOD CONDITION.
 KV1169
 KV1169                          STATION RECOVERY (2025)
 KV1169
 KV1169'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV1169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1712 ***********************************************************************
 KV1712  DESIGNATION -  29 PRR
 KV1712  PID         -  KV1712
 KV1712  STATE/COUNTY-  NJ/WARREN
 KV1712  COUNTRY     -  US
 KV1712  USGS QUAD   -  EASTON (2019)
 KV1712
 KV1712                         *CURRENT SURVEY CONTROL
 KV1712  ______________________________________________________________________
 KV1712* NAD 83(1986) POSITION- 40 41 27.5    (N) 075 12 08.4    (W)   HD_HELD2
 KV1712* NAVD 88 ORTHO HEIGHT -    59.187 (meters)      194.18  (feet) ADJUSTED
 KV1712  ______________________________________________________________________
 KV1712  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 KV1712  DYNAMIC HEIGHT  -         59.160 (meters)      194.09  (feet) COMP
 KV1712  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 KV1712
 KV1712  VERT ORDER      -  FIRST     CLASS II
 KV1712
 KV1712.The horizontal coordinates were established by autonomous hand held GPS
 KV1712.observations and have an estimated accuracy of +/- 10 meters.
 KV1712
 KV1712.The orthometric height was determined by differential leveling and
 KV1712.adjusted by the NATIONAL GEODETIC SURVEY
 KV1712.in June 1991.
 KV1712
 KV1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1712.GEOID18 height accuracy estimate available here.
 KV1712
 KV1712.Click photographs - Photos may exist for this station.
 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       -   206,470.       90,640.      MT  (+/- 10 meters HH2 GPS)
 KV1712
 KV1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8290404472(NAD 83)
 KV1712
 KV1712                          SUPERSEDED SURVEY CONTROL
 KV1712
 KV1712  NGVD 29 (11/26/84)   59.405  (m)          194.90   (f) ADJUSTED    1 2
 KV1712
 KV1712.Superseded values are not recommended for survey control.
 KV1712
 KV1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1712.See file dsdata.pdf to determine how the superseded data were derived.
 KV1712
 KV1712_MARKER: B = BOLT
 KV1712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1712_SP_SET: CONC PLATFORM
 KV1712_MARK LOGO: LOCSUR
 KV1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1712+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2007
 KV1712
 KV1712  HISTORY     - Date     Condition        Report By
 KV1712  HISTORY     - 1935     MONUMENTED       PRR
 KV1712  HISTORY     - 1961     GOOD             CGS
 KV1712  HISTORY     - 20070520 GOOD             GEOCAC
 KV1712  HISTORY     - 20241003 MARK NOT FOUND   LOCSUR
 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.
 KV1712
 KV1712                          STATION RECOVERY (2007)
 KV1712
 KV1712'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV1712'STATION IS NOW A STORE.  RAIL LINE IS NOW NORFOLK SOUTHERN.  TOOL AND
 KV1712'SUPPLY SHED IS GONE.  BOLT LOCATED IN CONCRETE PLATFORM 61.3 FEET
 KV1712'SOUTHEAST OF NORTHEAST CORNER OF OLD STATION.  PLATFORM IN POOR
 KV1712'CONDITION. THE STATION SHOULD BE USED WITH CAUTION.
 KV1712
 KV1712                          STATION RECOVERY (2024)
 KV1712
 KV1712'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (JB)
 KV1712'MARK WAS NOT FOUND.  CONCRETE SURFACE WHERE MARK SHOULD BE DOES NOT
 KV1712'APPEAR TO BE RECENTLY REPLACED, HOWEVER IT IS HEAVILY COVERED IN
 KV1712'RAILROAD BALLAST.  MARK MAY BE RECOVERED WITH MORE THROUGH SEARCH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0634 ***********************************************************************
 JU0634  DESIGNATION -  29.45
 JU0634  PID         -  JU0634
 JU0634  STATE/COUNTY-  NJ/BURLINGTON
 JU0634  COUNTRY     -  US
 JU0634  USGS QUAD   -  BROWNS MILLS (2019)
 JU0634
 JU0634                         *CURRENT SURVEY CONTROL
 JU0634  ______________________________________________________________________
 JU0634* NAD 83(1986) POSITION- 39 57 03.0    (N) 074 36 12.0    (W)   HD_HELD2
 JU0634* NAVD 88 ORTHO HEIGHT -    18.514 (meters)       60.74  (feet) ADJUSTED
 JU0634  ______________________________________________________________________
 JU0634  GEOID HEIGHT    -        -32.648 (meters)                     GEOID18
 JU0634  DYNAMIC HEIGHT  -         18.505 (meters)       60.71  (feet) COMP
 JU0634  MODELED GRAVITY -    980,183.4   (mgal)                       NAVD 88
 JU0634
 JU0634  VERT ORDER      -  SECOND    CLASS 0
 JU0634
 JU0634.The horizontal coordinates were established by autonomous hand held GPS
 JU0634.observations and have an estimated accuracy of +/- 10 meters.
 JU0634
 JU0634.The orthometric height was determined by differential leveling and
 JU0634.adjusted by the NATIONAL GEODETIC SURVEY
 JU0634.in June 1991.
 JU0634
 JU0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0634.GEOID18 height accuracy estimate available here.
 JU0634
 JU0634.Click photographs - Photos may exist for this station.
 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       -   124,061.      141,171.      MT  (+/- 10 meters HH2 GPS)
 JU0634
 JU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3388322375(NAD 83)
 JU0634
 JU0634                          SUPERSEDED SURVEY CONTROL
 JU0634
 JU0634  NGVD 29 (11/26/84)   18.898  (m)           62.00   (f) ADJUSTED    2 0
 JU0634
 JU0634.Superseded values are not recommended for survey control.
 JU0634
 JU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0634.See file dsdata.pdf to determine how the superseded data were derived.
 JU0634
 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 - March 09, 2017
 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  HISTORY     - 20170309 GOOD             PBCONS
 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.
 JU0634
 JU0634                          STATION RECOVERY (2017)
 JU0634
 JU0634'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 JU0634'HIKE IN
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5378 ***********************************************************************
 DR5378  DESIGNATION -  29000
 DR5378  PID         -  DR5378
 DR5378  STATE/COUNTY-  NJ/MONMOUTH
 DR5378  COUNTRY     -  US
 DR5378  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5378
 DR5378                         *CURRENT SURVEY CONTROL
 DR5378  ______________________________________________________________________
 DR5378* NAD 83(1986) POSITION- 40 20 24.36   (N) 074 03 49.77   (W)   HD_HELD1
 DR5378* NAVD 88 ORTHO HEIGHT -    10.801 (meters)       35.44  (feet) ADJUSTED
 DR5378  ______________________________________________________________________
 DR5378  GEOID HEIGHT    -        -32.528 (meters)                     GEOID18
 DR5378  DYNAMIC HEIGHT  -         10.796 (meters)       35.42  (feet) COMP
 DR5378  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 DR5378
 DR5378  VERT ORDER      -  FIRST     CLASS II
 DR5378
 DR5378.The horizontal coordinates were determined by differentially corrected
 DR5378.hand held GPS observations or other comparable positioning techniques
 DR5378.and have an estimated accuracy of +/- 3 meters.
 DR5378
 DR5378.The orthometric height was determined by differential leveling and
 DR5378.adjusted by the NATIONAL GEODETIC SURVEY
 DR5378.in July 2020.
 DR5378
 DR5378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5378.GEOID18 height accuracy estimate available here.
 DR5378
 DR5378.Click photographs - Photos may exist for this station.
 DR5378
 DR5378.The dynamic height is computed by dividing the NAVD 88
 DR5378.geopotential number by the normal gravity value computed on the
 DR5378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5378.degrees latitude (g = 980.6199 gals.).
 DR5378
 DR5378.The modeled gravity was interpolated from observed gravity values.
 DR5378
 DR5378;                    North         East    Units  Estimated Accuracy
 DR5378;SPC NJ       -   167,365.9     187,057.6     MT  (+/- 3 meters HH1 GPS) 
 DR5378
 DR5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7951465926(NAD 83)
 DR5378
 DR5378                          SUPERSEDED SURVEY CONTROL
 DR5378
 DR5378.No superseded survey control is available for this station.
 DR5378
 DR5378_MARKER: DD = SURVEY DISK
 DR5378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5378_STAMPING: 29000 1992
 DR5378_MARK LOGO: NJGS
 DR5378_PROJECTION: FLUSH
 DR5378_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5378+STABILITY: SURFACE MOTION
 DR5378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5378+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2019
 DR5378
 DR5378  HISTORY     - Date     Condition        Report By
 DR5378  HISTORY     - 1992     MONUMENTED       NJDT
 DR5378  HISTORY     - 20190510 GOOD             NJGS
 DR5378
 DR5378                          STATION DESCRIPTION
 DR5378
 DR5378'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR5378'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTHEAST OF KEYPORT, 8.7
 DR5378'MI (14.0 KM) NORTH-NORTHWEST OF ASBURY PARK AND 4.5 MI (7.2 KM)
 DR5378'WEST-NORTHWEST OF LONG BRANCH, IN RED BANK.
 DR5378'
 DR5378'TO REACH FROM THE INTERSECTION OF NEWMAN SPRINGS ROAD (COUNTY ROUTE
 DR5378'520) AND BROAD STREET (NEW JERSEY STATE ROUTE 35), GO 0.15 MI (0.24
 DR5378'KM) NORTH ON BROAD STREET (COUNTY ROUTE 11) TO THE T-JUNCTION OF
 DR5378'PINCNEY ROAD (COUNTY ROUTE 520) AND THE STATION ON THE RIGHT.
 DR5378'
 DR5378'THE MARK IS LOCATED ON THE SOUTHEAST CORNER, 4.3 FT (1.3 M) EAST OF
 DR5378'THE CURB OF BROAD STREET, 37 FT (11.3 M) SOUTH OF THE CENTERLINE OF
 DR5378'PICKNEY ROAD, 3 FT (0.9 M) SOUTH OF THE EAST LEG OF A SIGN (PED
 DR5378'X-ING), 21 FT (6.4 M) NORTH-NORTHWEST OF A LIGHT POLE, 104 FT (31.7 M)
 DR5378'NORTHWEST OF THE NORTHWEST CORNER OF A OFFICE BUILDING, NUMBER 365,
 DR5378'FORMERLY THE RED BANK ELKS BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6963 ***********************************************************************
 DM6963  DESIGNATION -  2932
 DM6963  PID         -  DM6963
 DM6963  STATE/COUNTY-  NJ/SALEM
 DM6963  COUNTRY     -  US
 DM6963  USGS QUAD   -  PENNS GROVE (2019)
 DM6963
 DM6963                         *CURRENT SURVEY CONTROL
 DM6963  ______________________________________________________________________
 DM6963* NAD 83(1986) POSITION- 39 40 56.33   (N) 075 29 29.04   (W)   HD_HELD1
 DM6963* NAVD 88 ORTHO HEIGHT -     2.707 (meters)        8.88  (feet) ADJUSTED
 DM6963  ______________________________________________________________________
 DM6963  GEOID HEIGHT    -        -33.155 (meters)                     GEOID18
 DM6963  DYNAMIC HEIGHT  -          2.705 (meters)        8.87  (feet) COMP
 DM6963  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 DM6963
 DM6963  VERT ORDER      -  FIRST     CLASS II
 DM6963
 DM6963.The horizontal coordinates were determined by differentially corrected
 DM6963.hand held GPS observations or other comparable positioning techniques
 DM6963.and have an estimated accuracy of +/- 3 meters.
 DM6963
 DM6963.The orthometric height was determined by differential leveling and
 DM6963.adjusted by the NATIONAL GEODETIC SURVEY
 DM6963.in May 2011.
 DM6963
 DM6963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6963.GEOID18 height accuracy estimate available here.
 DM6963
 DM6963.Click photographs - Photos may exist for this station.
 DM6963
 DM6963.The dynamic height is computed by dividing the NAVD 88
 DM6963.geopotential number by the normal gravity value computed on the
 DM6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6963.degrees latitude (g = 980.6199 gals.).
 DM6963
 DM6963.The modeled gravity was interpolated from observed gravity values.
 DM6963
 DM6963;                    North         East    Units  Estimated Accuracy
 DM6963;SPC NJ       -    94,714.6      64,957.2     MT  (+/- 3 meters HH1 GPS) 
 DM6963
 DM6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5786092613(NAD 83)
 DM6963
 DM6963                          SUPERSEDED SURVEY CONTROL
 DM6963
 DM6963.No superseded survey control is available for this station.
 DM6963
 DM6963_MARKER: DD = SURVEY DISK
 DM6963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6963_STAMPING: 2932
 DM6963_MARK LOGO: CGS+SS
 DM6963_PROJECTION: FLUSH
 DM6963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6963+STABILITY: SURFACE MOTION
 DM6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6963+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2019
 DM6963
 DM6963  HISTORY     - Date     Condition        Report By
 DM6963  HISTORY     - 1935     MONUMENTED       NJDCED
 DM6963  HISTORY     - 20080304 GOOD             NJGS
 DM6963  HISTORY     - 20170113 GOOD             PBCONS
 DM6963  HISTORY     - 20190205 GOOD             BASE9
 DM6963
 DM6963                          STATION DESCRIPTION
 DM6963
 DM6963'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 DM6963'THE STATION IS LOCATED IN PENNSVILLE TOWNSHIP IN THE LOCAL COMMUNITY
 DM6963'OF DEEPWATER ON THE WEST SIDE OF CANAL STREET ON THE NORTHWEST CORNER
 DM6963'OF THE JUNCTION OF CANAL STREET AND US HIGHWAY 130.
 DM6963'
 DM6963'THE STATION IS LOCATED IN THE GUTTER LINE IN A CUTOUT IN THE CONCRETE
 DM6963'CURB RADIUS ON THE NORTHWEST SIDE OF US HIGHWAY 130.
 DM6963'
 DM6963'THE STATION IS 8.0 M (26.2 FT) SOUTH OF THE SOUTH CORNER OF HOUSE
 DM6963'NUMBER 533, 4.4 M (14.4 FT) WEST OF POLE NUMBER BT39163LK, 11.1 M
 DM6963'(36.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF CANAL STREET, 8.5 M
 DM6963'(27.9 FT) EAST-SOUTHEAST OF A STREET NAME SIGN FOR CANAL STREET.
 DM6963
 DM6963                          STATION RECOVERY (2017)
 DM6963
 DM6963'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DM6963'RECOVERED IN GOOD CONDITION.
 DM6963
 DM6963                          STATION RECOVERY (2019)
 DM6963
 DM6963'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (RLD)
 DM6963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6955 ***********************************************************************
 DM6955  DESIGNATION -  2940
 DM6955  PID         -  DM6955
 DM6955  STATE/COUNTY-  NJ/SALEM
 DM6955  COUNTRY     -  US
 DM6955  USGS QUAD   -  PENNS GROVE (2019)
 DM6955
 DM6955                         *CURRENT SURVEY CONTROL
 DM6955  ______________________________________________________________________
 DM6955* NAD 83(1986) POSITION- 39 44 25.     (N) 075 27 36.     (W)   SCALED
 DM6955* NAVD 88 ORTHO HEIGHT -     5.373 (meters)       17.63  (feet) ADJUSTED
 DM6955  ______________________________________________________________________
 DM6955  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 DM6955  DYNAMIC HEIGHT  -          5.370 (meters)       17.62  (feet) COMP
 DM6955  MODELED GRAVITY -    980,166.7   (mgal)                       NAVD 88
 DM6955
 DM6955  VERT ORDER      -  FIRST     CLASS II
 DM6955
 DM6955.The horizontal coordinates were scaled from a map and have
 DM6955.an estimated accuracy of +/- 6 seconds.
 DM6955
 DM6955.The orthometric height was determined by differential leveling and
 DM6955.adjusted by the NATIONAL GEODETIC SURVEY
 DM6955.in May 2011.
 DM6955
 DM6955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6955.GEOID18 height accuracy estimate available here.
 DM6955
 DM6955.Click photographs - Photos may exist for this station.
 DM6955
 DM6955.The dynamic height is computed by dividing the NAVD 88
 DM6955.geopotential number by the normal gravity value computed on the
 DM6955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6955.degrees latitude (g = 980.6199 gals.).
 DM6955
 DM6955.The modeled gravity was interpolated from observed gravity values.
 DM6955
 DM6955;                    North         East    Units  Estimated Accuracy
 DM6955;SPC NJ       -   101,120.       67,720.      MT  (+/- 180 meters Scaled)
 DM6955
 DM6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ605990(NAD 83)
 DM6955
 DM6955                          SUPERSEDED SURVEY CONTROL
 DM6955
 DM6955.No superseded survey control is available for this station.
 DM6955
 DM6955_MARKER: DD = SURVEY DISK
 DM6955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6955_STAMPING: 2940
 DM6955_MARK LOGO: NJDCED
 DM6955_PROJECTION: PROJECTING 5 CENTIMETERS
 DM6955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6955+STABILITY: SURFACE MOTION
 DM6955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6955+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6955
 DM6955  HISTORY     - Date     Condition        Report By
 DM6955  HISTORY     - 1935     MONUMENTED       NJDCED
 DM6955  HISTORY     - 20080304 GOOD             NJGS
 DM6955
 DM6955                          STATION DESCRIPTION
 DM6955
 DM6955'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 DM6955'THE STATION IS LOCATED IN CARNEYS POINT TOWNSHIP ON THE WEST SIDE OF
 DM6955'BROAD STREET.
 DM6955'
 DM6955'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S.
 DM6955'HIGHWAY 130 IN THE BOROUGH OF PENNS GROVE, GO NORTH ON U.S. HIGHWAY
 DM6955'130 FOR 1.4 MI (2.3 KM) TO THE INTERSECTION WITH BROAD STREET ON THE
 DM6955'LEFT.  TURN SHARP LEFT AND GO SOUTH ON BROAD STREET FOR 0.40 MI (0.6
 DM6955'KM) TO THE STATION ON THE RIGHT, SET ABOUT 2 INCHES (5 CM) ABOVE THE
 DM6955'GROUND IN THE FRONT LAWN BETWEEN HOUSE NUMBERS 276 AND 284.
 DM6955'
 DM6955'THE STATION IS 8.5 M (27.9 FT) NORTHWEST FROM THE CENTERLINE OF BROAD
 DM6955'STREET, 1.5 M (4.9 FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER 4814
 DM6955'AND 11.0 M (36.1 FT) EAST FROM THE SOUTHEAST CORNER OF HOUSE NUMBER
 DM6955'276.  THE STATION IS ABOUT 3 FT (0.9 M) ABOVE THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6954 ***********************************************************************
 DM6954  DESIGNATION -  2941
 DM6954  PID         -  DM6954
 DM6954  STATE/COUNTY-  NJ/SALEM
 DM6954  COUNTRY     -  US
 DM6954  USGS QUAD   -  PENNS GROVE (2019)
 DM6954
 DM6954                         *CURRENT SURVEY CONTROL
 DM6954  ______________________________________________________________________
 DM6954* NAD 83(1986) POSITION- 39 44 35.77   (N) 075 27 22.19   (W)   HD_HELD1
 DM6954* NAVD 88 ORTHO HEIGHT -     5.889 (meters)       19.32  (feet) ADJUSTED
 DM6954  ______________________________________________________________________
 DM6954  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 DM6954  DYNAMIC HEIGHT  -          5.886 (meters)       19.31  (feet) COMP
 DM6954  MODELED GRAVITY -    980,167.2   (mgal)                       NAVD 88
 DM6954
 DM6954  VERT ORDER      -  FIRST     CLASS II
 DM6954
 DM6954.The horizontal coordinates were determined by differentially corrected
 DM6954.hand held GPS observations or other comparable positioning techniques
 DM6954.and have an estimated accuracy of +/- 3 meters.
 DM6954
 DM6954.The orthometric height was determined by differential leveling and
 DM6954.adjusted by the NATIONAL GEODETIC SURVEY
 DM6954.in May 2011.
 DM6954
 DM6954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6954.GEOID18 height accuracy estimate available here.
 DM6954
 DM6954.Click photographs - Photos may exist for this station.
 DM6954
 DM6954.The dynamic height is computed by dividing the NAVD 88
 DM6954.geopotential number by the normal gravity value computed on the
 DM6954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6954.degrees latitude (g = 980.6199 gals.).
 DM6954
 DM6954.The modeled gravity was interpolated from observed gravity values.
 DM6954
 DM6954;                    North         East    Units  Estimated Accuracy
 DM6954;SPC NJ       -   101,449.1      68,052.0     MT  (+/- 3 meters HH1 GPS) 
 DM6954
 DM6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6091699362(NAD 83)
 DM6954
 DM6954                          SUPERSEDED SURVEY CONTROL
 DM6954
 DM6954.No superseded survey control is available for this station.
 DM6954
 DM6954_MARKER: DD = SURVEY DISK
 DM6954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6954_STAMPING: 2941
 DM6954_MARK LOGO: CGS+SS
 DM6954_PROJECTION: PROJECTING 8 CENTIMETERS
 DM6954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6954+STABILITY: SURFACE MOTION
 DM6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6954+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 DM6954
 DM6954  HISTORY     - Date     Condition        Report By
 DM6954  HISTORY     - 1935     MONUMENTED       NJDCED
 DM6954  HISTORY     - 20080304 GOOD             NJGS
 DM6954  HISTORY     - 20160524 GOOD             AAAS
 DM6954
 DM6954                          STATION DESCRIPTION
 DM6954
 DM6954'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM6954'THE STATION IS LOCATED IN CARNEYS POINT TOWNSHIP ON THE EAST SIDE OF
 DM6954'BROAD STREET.
 DM6954'
 DM6954'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S.
 DM6954'HIGHWAY 130 IN THE BOROUGH OF PENNS GROVE, GO NORTH ON U.S. HIGHWAY
 DM6954'130 FOR 1.4 MI (2.3 KM) TO THE REVERSE INTERSECTION WITH BROAD STREET
 DM6954'ON THE LEFT.  TURN SHARP LEFT AND GO SOUTH ON BROAD STREET FOR 0.1
 DM6954'MILE TO THE STATION ON THE LEFT, PROJECTING 3 INCHES (8 CM) ABOVE THE
 DM6954'GROUND IN THE FRONT LAWN OF HOUSE NUMBER 337.
 DM6954'
 DM6954'THE STATION IS 6.4 M (21.0 FT) SOUTHEAST FROM THE CENTERLINE OF BROAD
 DM6954'STREET, 8.2 M (26.9 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER S
 DM6954'24741 AND 5.9 M (19.4 FT) NORTHEAST FROM THE CORNER OF THE PAVED
 DM6954'DRIVEWAY LEADING TO HOUSE NUMBER 337.
 DM6954
 DM6954                          STATION RECOVERY (2016)
 DM6954
 DM6954'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 DM6954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2206 ***********************************************************************
 JU2206  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2206  DESIGNATION -  2952 D NJGS
 JU2206  PID         -  JU2206
 JU2206  STATE/COUNTY-  NJ/SALEM
 JU2206  COUNTRY     -  US
 JU2206  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2206
 JU2206                         *CURRENT SURVEY CONTROL
 JU2206  ______________________________________________________________________
 JU2206* NAD 83(1986) POSITION- 39 40 54.     (N) 075 30 33.     (W)   SCALED
 JU2206* NAVD 88 ORTHO HEIGHT -     2.830 (meters)        9.28  (feet) ADJUSTED
 JU2206  ______________________________________________________________________
 JU2206  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 JU2206  DYNAMIC HEIGHT  -          2.829 (meters)        9.28  (feet) COMP
 JU2206  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 JU2206
 JU2206  VERT ORDER      -  FIRST     CLASS II
 JU2206
 JU2206.The horizontal coordinates were scaled from a map and have
 JU2206.an estimated accuracy of +/- 6 seconds.
 JU2206
 JU2206.The orthometric height was determined by differential leveling and
 JU2206.adjusted by the NATIONAL GEODETIC SURVEY
 JU2206.in June 1991.
 JU2206
 JU2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2206.GEOID18 height accuracy estimate available here.
 JU2206
 JU2206.This Tidal Bench Mark is designated as VM 2815
 JU2206.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2206
 JU2206.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ563925(NAD 83)
 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
 JU2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2206.See file dsdata.pdf to determine how the superseded data were derived.
 JU2206
 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 = JULY 24, 2026 22:12:30 EDT
 AA7198 ***********************************************************************
 AA7198  DESIGNATION -  2962
 AA7198  PID         -  AA7198
 AA7198  STATE/COUNTY-  NJ/SALEM
 AA7198  COUNTRY     -  US
 AA7198  USGS QUAD   -  SALEM (2019)
 AA7198
 AA7198                         *CURRENT SURVEY CONTROL
 AA7198  ______________________________________________________________________
 AA7198* NAD 83(2011) POSITION- 39 30 25.66134(N) 075 27 46.60281(W)   ADJUSTED
 AA7198* NAD 83(2011) ELLIP HT-   -32.540 (meters)        (06/27/12)   ADJUSTED
 AA7198* NAD 83(2011) EPOCH   -  2010.00
 AA7198* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) GPS OBS
 AA7198  ______________________________________________________________________
 AA7198  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7198  GEOID HEIGHT    -         -33.94 (meters)                     GEOID93
 AA7198  GEOID HEIGHT    -        -33.680 (meters)                     GEOID18
 AA7198  NAD 83(2011) X  -  1,236,876.975 (meters)                     COMP
 AA7198  NAD 83(2011) Y  - -4,769,920.278 (meters)                     COMP
 AA7198  NAD 83(2011) Z  -  4,035,893.454 (meters)                     COMP
 AA7198  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 AA7198
 AA7198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7198  Standards:
 AA7198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7198  -------------------------------------------------------------------
 AA7198  NETWORK    0.61   0.92           0.28   0.21   0.47      0.10933566
 AA7198  -------------------------------------------------------------------
 AA7198  Click here for local accuracies and other accuracy information.
 AA7198
 AA7198.The horizontal coordinates were established by GPS observations
 AA7198.and adjusted by the National Geodetic Survey in June 2012.
 AA7198
 AA7198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7198.been affixed to the stable North American tectonic plate. See 
 AA7198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7198
 AA7198.The horizontal coordinates are valid at the epoch date displayed above
 AA7198.which is a decimal equivalence of Year/Month/Day.
 AA7198
 AA7198.The orthometric height was determined by GPS observations and a
 AA7198.high-resolution geoid model.
 AA7198
 AA7198.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7198.GEOID18 height accuracy estimate available here.
 AA7198
 AA7198.Click photographs - Photos may exist for this station.
 AA7198
 AA7198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7198
 AA7198.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7198
 AA7198.The ellipsoidal height was determined by GPS observations
 AA7198.and is referenced to NAD 83.
 AA7198
 AA7198. The following values were computed from the NAD 83(2011) position.
 AA7198
 AA7198;                    North         East     Units Scale Factor Converg.
 AA7198;SPC NJ       -    75,239.090    67,189.780   MT  0.99998440   -0 36 45.5
 AA7198;SPC NJ       -   246,846.91    220,438.47   sFT  0.99998440   -0 36 45.5
 AA7198;UTM  18      - 4,373,157.886   460,200.409   MT  0.99961950   -0 17 40.3
 AA7198
 AA7198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7198!SPC NJ       -   1.00000511  x   0.99998440  =   0.99998951
 AA7198!UTM  18      -   1.00000511  x   0.99961950  =   0.99962460
 AA7198
 AA7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6020073157(NAD 83)
 AA7198
 AA7198                          SUPERSEDED SURVEY CONTROL
 AA7198
 AA7198  NAD 83(2007)-  39 30 25.66166(N)    075 27 46.60352(W) AD(2002.00) 0
 AA7198  ELLIP H (02/10/07)  -32.526  (m)                       GP(2002.00)    
 AA7198  ELLIP H (10/23/02)  -32.530  (m)                       GP(       ) 4 1
 AA7198  NAD 83(1996)-  39 30 25.66184(N)    075 27 46.60352(W) AD(       ) 1
 AA7198  ELLIP H (05/14/99)  -32.521  (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)  -32.590  (m)                       GP(       ) 3 1
 AA7198
 AA7198.Superseded values are not recommended for survey control.
 AA7198
 AA7198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7198.See file dsdata.pdf to determine how the superseded data were derived.
 AA7198
 AA7198_MARKER: DB = BENCH MARK DISK
 AA7198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7198_STAMPING: 2962
 AA7198_MARK LOGO: CGS+SS
 AA7198_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 LY0350 ***********************************************************************
 LY0350  DESIGNATION -  297.76
 LY0350  PID         -  LY0350
 LY0350  STATE/COUNTY-  NJ/BERGEN
 LY0350  COUNTRY     -  US
 LY0350  USGS QUAD   -  RAMSEY (2019)
 LY0350
 LY0350                         *CURRENT SURVEY CONTROL
 LY0350  ______________________________________________________________________
 LY0350* NAD 83(1986) POSITION- 41 05 42.8    (N) 074 08 48.0    (W)   HD_HELD2
 LY0350* NAVD 88 ORTHO HEIGHT -    90.18  (+/-2cm)      295.9   (feet) VERTCON3
 LY0350  ______________________________________________________________________
 LY0350  GEOID HEIGHT    -        -31.935 (meters)                     GEOID18
 LY0350  VERT ORDER      -  ? (See Below)
 LY0350
 LY0350.The horizontal coordinates were established by autonomous hand held GPS
 LY0350.observations and have an estimated accuracy of +/- 10 meters.
 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
 LY0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0350.GEOID18 height accuracy estimate available here.
 LY0350
 LY0350.The vertical order pertains to the NGVD 29 superseded value.
 LY0350
 LY0350.Click photographs - Photos may exist for this station.
 LY0350
 LY0350;                    North         East    Units  Estimated Accuracy
 LY0350;SPC NJ       -   251,182.      179,682.      MT  (+/- 10 meters HH2 GPS)
 LY0350
 LY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7166349678(NAD 83)
 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
 LY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0350.See file dsdata.pdf to determine how the superseded data were derived.
 LY0350
 LY0350_MARKER: X = CHISELED CROSS
 LY0350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY0350_SP_SET: RETAINING WALL
 LY0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0350+STABILITY: SURFACE MOTION
 LY0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0350+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2017
 LY0350
 LY0350  HISTORY     - Date     Condition        Report By
 LY0350  HISTORY     - UNK      MONUMENTED       NJGS
 LY0350  HISTORY     - 1933     GOOD             CGS
 LY0350  HISTORY     - 20050928 GOOD             GEOCAC
 LY0350  HISTORY     - 20070424 GOOD             GEOCAC
 LY0350  HISTORY     - 20170808 GOOD             BOSWEL
 LY0350
 LY0350                          STATION DESCRIPTION
 LY0350
 LY0350'DESCRIBED BY COAST AND 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.
 LY0350
 LY0350                          STATION RECOVERY (2007)
 LY0350
 LY0350'RECOVERY NOTE BY GEOCACHING 2007 (PSC)
 LY0350'RECOVERED IN GOOD CONDITION.
 LY0350
 LY0350                          STATION RECOVERY (2017)
 LY0350
 LY0350'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (AB)
 LY0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9746 ***********************************************************************
 AI9746  DESIGNATION -  2984
 AI9746  PID         -  AI9746
 AI9746  STATE/COUNTY-  NJ/CUMBERLAND
 AI9746  COUNTRY     -  US
 AI9746  USGS QUAD   -  SHILOH (2019)
 AI9746
 AI9746                         *CURRENT SURVEY CONTROL
 AI9746  ______________________________________________________________________
 AI9746* NAD 83(1986) POSITION- 39 23 48.     (N) 075 21 55.     (W)   SCALED
 AI9746* NAVD 88 ORTHO HEIGHT -     5.788 (meters)       18.99  (feet) ADJUSTED
 AI9746  ______________________________________________________________________
 AI9746  GEOID HEIGHT    -        -33.859 (meters)                     GEOID18
 AI9746  DYNAMIC HEIGHT  -          5.785 (meters)       18.98  (feet) COMP
 AI9746  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 AI9746
 AI9746  VERT ORDER      -  SECOND    CLASS I
 AI9746
 AI9746.The horizontal coordinates were scaled from a map and have
 AI9746.an estimated accuracy of +/- 6 seconds.
 AI9746
 AI9746.The orthometric height was determined by differential leveling and
 AI9746.adjusted by the NATIONAL GEODETIC SURVEY
 AI9746.in March 2001.
 AI9746
 AI9746.No vertical observational check was made to the station.
 AI9746
 AI9746.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9746.GEOID18 height accuracy estimate available here.
 AI9746
 AI9746.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ685608(NAD 83)
 AI9746
 AI9746                          SUPERSEDED SURVEY CONTROL
 AI9746
 AI9746.No superseded survey control is available for this station.
 AI9746
 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 = JULY 24, 2026 22:12:30 EDT
 AI9748 ***********************************************************************
 AI9748  DESIGNATION -  2985
 AI9748  PID         -  AI9748
 AI9748  STATE/COUNTY-  NJ/CUMBERLAND
 AI9748  COUNTRY     -  US
 AI9748  USGS QUAD   -  SHILOH (2019)
 AI9748
 AI9748                         *CURRENT SURVEY CONTROL
 AI9748  ______________________________________________________________________
 AI9748* NAD 83(1986) POSITION- 39 23 23.     (N) 075 21 08.     (W)   SCALED
 AI9748* NAVD 88 ORTHO HEIGHT -     3.727 (meters)       12.23  (feet) ADJUSTED
 AI9748  ______________________________________________________________________
 AI9748  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 AI9748  DYNAMIC HEIGHT  -          3.725 (meters)       12.22  (feet) COMP
 AI9748  MODELED GRAVITY -    980,116.2   (mgal)                       NAVD 88
 AI9748
 AI9748  VERT ORDER      -  SECOND    CLASS I
 AI9748
 AI9748.The horizontal coordinates were scaled from a map and have
 AI9748.an estimated accuracy of +/- 6 seconds.
 AI9748
 AI9748.The orthometric height was determined by differential leveling and
 AI9748.adjusted by the NATIONAL GEODETIC SURVEY
 AI9748.in March 2001.
 AI9748
 AI9748.No vertical observational check was made to the station.
 AI9748
 AI9748.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9748.GEOID18 height accuracy estimate available here.
 AI9748
 AI9748.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ696600(NAD 83)
 AI9748
 AI9748                          SUPERSEDED SURVEY CONTROL
 AI9748
 AI9748.No superseded survey control is available for this station.
 AI9748
 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 = JULY 24, 2026 22:12:30 EDT
 AI9747 ***********************************************************************
 AI9747  DESIGNATION -  2986
 AI9747  PID         -  AI9747
 AI9747  STATE/COUNTY-  NJ/CUMBERLAND
 AI9747  COUNTRY     -  US
 AI9747  USGS QUAD   -  SHILOH (2019)
 AI9747
 AI9747                         *CURRENT SURVEY CONTROL
 AI9747  ______________________________________________________________________
 AI9747* NAD 83(1986) POSITION- 39 23 26.     (N) 075 20 51.     (W)   SCALED
 AI9747* NAVD 88 ORTHO HEIGHT -     3.443 (meters)       11.30  (feet) ADJUSTED
 AI9747  ______________________________________________________________________
 AI9747  GEOID HEIGHT    -        -33.871 (meters)                     GEOID18
 AI9747  DYNAMIC HEIGHT  -          3.441 (meters)       11.29  (feet) COMP
 AI9747  MODELED GRAVITY -    980,116.4   (mgal)                       NAVD 88
 AI9747
 AI9747  VERT ORDER      -  SECOND    CLASS I
 AI9747
 AI9747.The horizontal coordinates were scaled from a map and have
 AI9747.an estimated accuracy of +/- 6 seconds.
 AI9747
 AI9747.The orthometric height was determined by differential leveling and
 AI9747.adjusted by the NATIONAL GEODETIC SURVEY
 AI9747.in March 2001.
 AI9747
 AI9747.No vertical observational check was made to the station.
 AI9747
 AI9747.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9747.GEOID18 height accuracy estimate available here.
 AI9747
 AI9747.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ700601(NAD 83)
 AI9747
 AI9747                          SUPERSEDED SURVEY CONTROL
 AI9747
 AI9747.No superseded survey control is available for this station.
 AI9747
 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 = JULY 24, 2026 22:12:30 EDT
 KV6993 ***********************************************************************
 KV6993  DESIGNATION -  2R 94
 KV6993  PID         -  KV6993
 KV6993  STATE/COUNTY-  NJ/OCEAN
 KV6993  COUNTRY     -  US
 KV6993  USGS QUAD   -  LAKEWOOD (2016)
 KV6993
 KV6993                         *CURRENT SURVEY CONTROL
 KV6993  ______________________________________________________________________
 KV6993* NAD 83(2011) POSITION- 40 04 07.37877(N) 074 09 58.41670(W)   ADJUSTED
 KV6993* NAD 83(2011) ELLIP HT-   -24.787 (meters)        (06/27/12)   ADJUSTED
 KV6993* NAD 83(2011) EPOCH   -  2010.00
 KV6993* NAVD 88 ORTHO HEIGHT -     8.2   (meters)       27.    (feet) GPS OBS
 KV6993  ______________________________________________________________________
 KV6993  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6993  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 KV6993  NAD 83(2011) X  -  1,333,618.165 (meters)                     COMP
 KV6993  NAD 83(2011) Y  - -4,702,325.249 (meters)                     COMP
 KV6993  NAD 83(2011) Z  -  4,083,811.545 (meters)                     COMP
 KV6993  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 KV6993
 KV6993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6993  Standards:
 KV6993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6993  -------------------------------------------------------------------
 KV6993  NETWORK    0.43   0.69           0.19   0.16   0.35      0.06367390
 KV6993  -------------------------------------------------------------------
 KV6993  Click here for local accuracies and other accuracy information.
 KV6993
 KV6993.The horizontal coordinates were established by GPS observations
 KV6993.and adjusted by the National Geodetic Survey in June 2012.
 KV6993
 KV6993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6993.been affixed to the stable North American tectonic plate. See 
 KV6993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6993
 KV6993.The horizontal coordinates are valid at the epoch date displayed above
 KV6993.which is a decimal equivalence of Year/Month/Day.
 KV6993
 KV6993.The orthometric height was determined by GPS observations and a
 KV6993.high-resolution geoid model.
 KV6993
 KV6993.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6993.GEOID18 height accuracy estimate available here.
 KV6993
 KV6993.Click photographs - Photos may exist for this station.
 KV6993
 KV6993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6993
 KV6993.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6993
 KV6993.The ellipsoidal height was determined by GPS observations
 KV6993.and is referenced to NAD 83.
 KV6993
 KV6993. The following values were computed from the NAD 83(2011) position.
 KV6993
 KV6993;                    North         East     Units Scale Factor Converg.
 KV6993;SPC NJ       -   137,196.964   178,470.765   MT  0.99990998   +0 12 53.5
 KV6993;SPC NJ       -   450,120.37    585,532.83   sFT  0.99990998   +0 12 53.5
 KV6993;UTM  18      - 4,435,717.121   571,099.668   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  =   0.99966612
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7109935717(NAD 83)
 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  NAD 83(2007)-  40 04 07.37918(N)    074 09 58.41717(W) AD(2002.00) 0
 KV6993  ELLIP H (02/10/07)  -24.779  (m)                       GP(2002.00)    
 KV6993  ELLIP H (10/23/02)  -24.768  (m)                       GP(       ) 4 1
 KV6993  NAD 83(1996)-  40 04 07.37889(N)    074 09 58.41689(W) AD(       ) 1
 KV6993  ELLIP H (05/14/99)  -24.788  (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)  -24.653  (m)                       GP(       ) 3 1
 KV6993  NAVD 88 (04/25/94)    8.2    (m)  GEOID93  model used  GPS OBS        
 KV6993
 KV6993.Superseded values are not recommended for survey control.
 KV6993
 KV6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6993.See file dsdata.pdf to determine how the superseded data were derived.
 KV6993
 KV6993_STAMPING: 2R 94 1992
 KV6993_MARK LOGO: NJHA
 KV6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6993+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2013
 KV6993
 KV6993  HISTORY     - Date     Condition        Report By
 KV6993  HISTORY     - 1992     MONUMENTED       NJHA
 KV6993  HISTORY     - 19930513 GOOD
 KV6993  HISTORY     - 19931209 GOOD             NJGS
 KV6993  HISTORY     - 20130315 GOOD             JMT
 KV6993  HISTORY     - 20190805 MARK NOT FOUND   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.
 KV6993
 KV6993                          STATION RECOVERY (2013)
 KV6993
 KV6993'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2013 (AEG)
 KV6993'RECOVERED IN GOOD CONDITION.
 KV6993
 KV6993                          STATION RECOVERY (2019)
 KV6993
 KV6993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6993'MARK NOT FOUND, THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0410 ***********************************************************************
 LY0410  DESIGNATION -  3
 LY0410  PID         -  LY0410
 LY0410  STATE/COUNTY-  NJ/PASSAIC
 LY0410  COUNTRY     -  US
 LY0410  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0410
 LY0410                         *CURRENT SURVEY CONTROL
 LY0410  ______________________________________________________________________
 LY0410* NAD 83(1986) POSITION- 41 02 02.     (N) 074 25 20.     (W)   SCALED
 LY0410* NAVD 88 ORTHO HEIGHT -   219.433 (meters)      719.92  (feet) ADJUSTED
 LY0410  ______________________________________________________________________
 LY0410  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 LY0410  DYNAMIC HEIGHT  -        219.336 (meters)      719.60  (feet) COMP
 LY0410  MODELED GRAVITY -    980,180.2   (mgal)                       NAVD 88
 LY0410
 LY0410  VERT ORDER      -  FIRST     CLASS II
 LY0410
 LY0410.The horizontal coordinates were scaled from a map and have
 LY0410.an estimated accuracy of +/- 6 seconds.
 LY0410
 LY0410.The orthometric height was determined by differential leveling and
 LY0410.adjusted by the NATIONAL GEODETIC SURVEY
 LY0410.in June 1991.
 LY0410
 LY0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0410.GEOID18 height accuracy estimate available here.
 LY0410
 LY0410.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL485426(NAD 83)
 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
 LY0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0410.See file dsdata.pdf to determine how the superseded data were derived.
 LY0410
 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             CGS
 LY0410
 LY0410                          STATION DESCRIPTION
 LY0410
 LY0410'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV5999 ***********************************************************************
 KV5999  DESIGNATION -  3 A 1
 KV5999  PID         -  KV5999
 KV5999  STATE/COUNTY-  NJ/BURLINGTON
 KV5999  COUNTRY     -  US
 KV5999  USGS QUAD   -  TRENTON EAST (2019)
 KV5999
 KV5999                         *CURRENT SURVEY CONTROL
 KV5999  ______________________________________________________________________
 KV5999* NAD 83(2011) POSITION- 40 10 23.65291(N) 074 41 57.71908(W)   ADJUSTED
 KV5999* NAD 83(2011) ELLIP HT-   -11.385 (meters)        (06/27/12)   ADJUSTED
 KV5999* NAD 83(2011) EPOCH   -  2010.00
 KV5999* NAVD 88 ORTHO HEIGHT -    21.473 (meters)       70.45  (feet) ADJUSTED
 KV5999  ______________________________________________________________________
 KV5999  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 KV5999  NAD 83(2011) X  -  1,287,834.932 (meters)                     COMP
 KV5999  NAD 83(2011) Y  - -4,707,327.141 (meters)                     COMP
 KV5999  NAD 83(2011) Z  -  4,092,694.827 (meters)                     COMP
 KV5999  LAPLACE CORR    -          4.79  (seconds)                    DEFLEC18
 KV5999  DYNAMIC HEIGHT  -         21.464 (meters)       70.42  (feet) COMP
 KV5999  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 KV5999
 KV5999  VERT ORDER      -  FIRST     CLASS I
 KV5999
 KV5999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5999  Standards:
 KV5999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5999  -------------------------------------------------------------------
 KV5999  NETWORK    0.60   0.90           0.27   0.21   0.46      0.15558851
 KV5999  -------------------------------------------------------------------
 KV5999  Click here for local accuracies and other accuracy information.
 KV5999
 KV5999.The horizontal coordinates were established by GPS observations
 KV5999.and adjusted by the National Geodetic Survey in June 2012.
 KV5999
 KV5999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5999.been affixed to the stable North American tectonic plate. See 
 KV5999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5999
 KV5999.The horizontal coordinates are valid at the epoch date displayed above
 KV5999.which is a decimal equivalence of Year/Month/Day.
 KV5999
 KV5999.The orthometric height was determined by differential leveling and
 KV5999.adjusted by the NATIONAL GEODETIC SURVEY
 KV5999.in June 1991.
 KV5999
 KV5999.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5999.GEOID18 height accuracy estimate available here.
 KV5999
 KV5999.Click photographs - Photos may exist for this station.
 KV5999
 KV5999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5999
 KV5999.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5999
 KV5999.The ellipsoidal height was determined by GPS observations
 KV5999.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV5999
 KV5999;                    North         East     Units Scale Factor Converg.
 KV5999;SPC NJ       -   148,767.128   133,020.126   MT  0.99990355   -0 07 43.0
 KV5999;SPC NJ       -   488,080.15    436,416.86   sFT  0.99990355   -0 07 43.0
 KV5999;SPC PA S     -    97,745.807   859,786.690   MT  0.99997116   +1 58 45.2
 KV5999;SPC PA S     -   320,687.70  2,820,816.83   sFT  0.99997116   +1 58 45.2
 KV5999;UTM  18      - 4,447,028.432   525,597.045   MT  0.99960807   +0 11 38.2
 KV5999
 KV5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5999!SPC NJ       -   1.00000179  x   0.99990355  =   0.99990534
 KV5999!SPC PA S     -   1.00000179  x   0.99997116  =   0.99997295
 KV5999!UTM  18      -   1.00000179  x   0.99960807  =   0.99960986
 KV5999
 KV5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2559747028(NAD 83)
 KV5999
 KV5999                          SUPERSEDED SURVEY CONTROL
 KV5999
 KV5999  NAD 83(2007)-  40 10 23.65336(N)    074 41 57.71999(W) AD(2002.00) 0
 KV5999  ELLIP H (02/10/07)  -11.384  (m)                       GP(2002.00)    
 KV5999  ELLIP H (10/23/02)  -11.357  (m)                       GP(       ) 4 1
 KV5999  NAD 83(1996)-  40 10 23.65350(N)    074 41 57.72025(W) AD(       ) 1
 KV5999  ELLIP H (05/14/99)  -11.358  (m)                       GP(       ) 4 1
 KV5999  NAD 83(1986)-  40 10 23.65368(N)    074 41 57.72280(W) AD(       ) 1
 KV5999  NAVD 88              21.47   (m)           70.4    (f) LEVELING    3  
 KV5999  NGVD 29              21.80   (m)           71.5    (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
 KV5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5999.See file dsdata.pdf to determine how the superseded data were derived.
 KV5999
 KV5999_MARKER: DD = SURVEY DISK
 KV5999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - June 09, 2016
 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  HISTORY     - 20160609 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'
 KV5999
 KV5999                          STATION RECOVERY (2016)
 KV5999
 KV5999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV5999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5995 ***********************************************************************
 KV5995  DESIGNATION -  3 A 1 AZ MK
 KV5995  PID         -  KV5995
 KV5995  STATE/COUNTY-  NJ/BURLINGTON
 KV5995  COUNTRY     -  US
 KV5995  USGS QUAD   -  TRENTON EAST (2019)
 KV5995
 KV5995                         *CURRENT SURVEY CONTROL
 KV5995  ______________________________________________________________________
 KV5995* NAD 83(1986) POSITION- 40 09 41.     (N) 074 42 01.     (W)   SCALED
 KV5995* NAVD 88 ORTHO HEIGHT -    15.685 (meters)       51.46  (feet) ADJUSTED
 KV5995  ______________________________________________________________________
 KV5995  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 KV5995  DYNAMIC HEIGHT  -         15.678 (meters)       51.44  (feet) COMP
 KV5995  MODELED GRAVITY -    980,195.2   (mgal)                       NAVD 88
 KV5995
 KV5995  VERT ORDER      -  FIRST     CLASS I
 KV5995
 KV5995.The horizontal coordinates were scaled from a map and have
 KV5995.an estimated accuracy of +/- 6 seconds.
 KV5995
 KV5995.The orthometric height was determined by differential leveling and
 KV5995.adjusted by the NATIONAL GEODETIC SURVEY
 KV5995.in June 1991.
 KV5995
 KV5995.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5995.GEOID18 height accuracy estimate available here.
 KV5995
 KV5995.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK255457(NAD 83)
 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
 KV5995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5995.See file dsdata.pdf to determine how the superseded data were derived.
 KV5995
 KV5995_MARKER: DZ = AZIMUTH MARK DISK
 KV5995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 AB8773 ***********************************************************************
 AB8773  DESIGNATION -  3 A 2
 AB8773  PID         -  AB8773
 AB8773  STATE/COUNTY-  NJ/BURLINGTON
 AB8773  COUNTRY     -  US
 AB8773  USGS QUAD   -  BRISTOL (2019)
 AB8773
 AB8773                         *CURRENT SURVEY CONTROL
 AB8773  ______________________________________________________________________
 AB8773* NAD 83(2011) POSITION- 40 06 12.19714(N) 074 47 28.02991(W)   ADJUSTED
 AB8773* NAD 83(2011) ELLIP HT-   -17.448 (meters)        (06/27/12)   ADJUSTED
 AB8773* NAD 83(2011) EPOCH   -  2010.00
 AB8773* NAVD 88 ORTHO HEIGHT -    15.4   (meters)       51.    (feet) GPS OBS
 AB8773  ______________________________________________________________________
 AB8773  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8773  GEOID HEIGHT    -        -33.119 (meters)                     GEOID93
 AB8773  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 AB8773  NAD 83(2011) X  -  1,281,605.397 (meters)                     COMP
 AB8773  NAD 83(2011) Y  - -4,714,203.515 (meters)                     COMP
 AB8773  NAD 83(2011) Z  -  4,086,761.678 (meters)                     COMP
 AB8773  LAPLACE CORR    -          3.55  (seconds)                    DEFLEC18
 AB8773
 AB8773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8773  Standards:
 AB8773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8773  -------------------------------------------------------------------
 AB8773  NETWORK    0.64   1.18           0.29   0.22   0.60     -0.09725112
 AB8773  -------------------------------------------------------------------
 AB8773  Click here for local accuracies and other accuracy information.
 AB8773
 AB8773.The horizontal coordinates were established by GPS observations
 AB8773.and adjusted by the National Geodetic Survey in June 2012.
 AB8773
 AB8773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8773.been affixed to the stable North American tectonic plate. See 
 AB8773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8773
 AB8773.The horizontal coordinates are valid at the epoch date displayed above
 AB8773.which is a decimal equivalence of Year/Month/Day.
 AB8773
 AB8773.The orthometric height was determined by GPS observations and a
 AB8773.high-resolution geoid model.
 AB8773
 AB8773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8773.GEOID18 height accuracy estimate available here.
 AB8773
 AB8773.Click photographs - Photos may exist for this station.
 AB8773
 AB8773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8773
 AB8773.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8773
 AB8773.The ellipsoidal height was determined by GPS observations
 AB8773.and is referenced to NAD 83.
 AB8773
 AB8773. The following values were computed from the NAD 83(2011) position.
 AB8773
 AB8773;                    North         East     Units Scale Factor Converg.
 AB8773;SPC NJ       -   141,033.640   125,180.187   MT  0.99990758   -0 11 15.1
 AB8773;SPC NJ       -   462,707.87    410,695.33   sFT  0.99990758   -0 11 15.1
 AB8773;UTM  18      - 4,439,253.293   517,803.071   MT  0.99960390   +0 08 04.4
 AB8773
 AB8773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8773!SPC NJ       -   1.00000274  x   0.99990758  =   0.99991032
 AB8773!UTM  18      -   1.00000274  x   0.99960390  =   0.99960664
 AB8773
 AB8773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1780339253(NAD 83)
 AB8773
 AB8773                          SUPERSEDED SURVEY CONTROL
 AB8773
 AB8773  NAD 83(2007)-  40 06 12.19759(N)    074 47 28.03057(W) AD(2002.00) 0
 AB8773  ELLIP H (02/10/07)  -17.442  (m)                       GP(2002.00)    
 AB8773  ELLIP H (10/23/02)  -17.403  (m)                       GP(       ) 4 1
 AB8773  NAD 83(1996)-  40 06 12.19764(N)    074 47 28.03058(W) AD(       ) 1
 AB8773  ELLIP H (05/14/99)  -17.409  (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)  -17.440  (m)                       GP(       ) 2 1
 AB8773
 AB8773.Superseded values are not recommended for survey control.
 AB8773
 AB8773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8773.See file dsdata.pdf to determine how the superseded data were derived.
 AB8773
 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 = JULY 24, 2026 22:12:30 EDT
 DM7249 ***********************************************************************
 DM7249  DESIGNATION -  3 A 3
 DM7249  PID         -  DM7249
 DM7249  STATE/COUNTY-  NJ/BURLINGTON
 DM7249  COUNTRY     -  US
 DM7249  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7249
 DM7249                         *CURRENT SURVEY CONTROL
 DM7249  ______________________________________________________________________
 DM7249* NAD 83(1986) POSITION- 39 56 29.43   (N) 074 50 02.01   (W)   HD_HELD1
 DM7249* NAVD 88 ORTHO HEIGHT -    16.183 (meters)       53.09  (feet) ADJUSTED
 DM7249  ______________________________________________________________________
 DM7249  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 DM7249  DYNAMIC HEIGHT  -         16.176 (meters)       53.07  (feet) COMP
 DM7249  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 DM7249
 DM7249  VERT ORDER      -  FIRST     CLASS II
 DM7249
 DM7249.The horizontal coordinates were determined by differentially corrected
 DM7249.hand held GPS observations or other comparable positioning techniques
 DM7249.and have an estimated accuracy of +/- 3 meters.
 DM7249
 DM7249.The orthometric height was determined by differential leveling and
 DM7249.adjusted by the NATIONAL GEODETIC SURVEY
 DM7249.in May 2011.
 DM7249
 DM7249.No vertical observational check was made to the station.
 DM7249
 DM7249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7249.GEOID18 height accuracy estimate available here.
 DM7249
 DM7249.Click photographs - Photos may exist for this station.
 DM7249
 DM7249.The dynamic height is computed by dividing the NAVD 88
 DM7249.geopotential number by the normal gravity value computed on the
 DM7249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7249.degrees latitude (g = 980.6199 gals.).
 DM7249
 DM7249.The modeled gravity was interpolated from observed gravity values.
 DM7249
 DM7249;                    North         East    Units  Estimated Accuracy
 DM7249;SPC NJ       -   123,073.9     121,466.2     MT  (+/- 3 meters HH1 GPS) 
 DM7249
 DM7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1419121278(NAD 83)
 DM7249
 DM7249                          SUPERSEDED SURVEY CONTROL
 DM7249
 DM7249.No superseded survey control is available for this station.
 DM7249
 DM7249_MARKER: DD = SURVEY DISK
 DM7249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7249_STAMPING: 3 A 3 2008
 DM7249_MARK LOGO: NJGS
 DM7249_PROJECTION: FLUSH
 DM7249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7249+STABILITY: SURFACE MOTION
 DM7249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7249+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2023
 DM7249
 DM7249  HISTORY     - Date     Condition        Report By
 DM7249  HISTORY     - 20080512 MONUMENTED       NJGS
 DM7249  HISTORY     - 20230524 GOOD             NJGS
 DM7249
 DM7249                          STATION DESCRIPTION
 DM7249
 DM7249'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7249'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, ON THE NORTHWEST SIDE OF
 DM7249'STACY HAINES ROAD, ABOUT 0.5 MI (0.8 KM) NORTHEAST OF THE SOUTH JERSEY
 DM7249'REGIONAL AIRPORT.
 DM7249'
 DM7249'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 DM7249'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 DM7249'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 DM7249'STREET.  TURN RIGHT AND GO 2.25 MI (3.6 KM) SOUTH ON MAIN STREET TO
 DM7249'THE JUNCTION WITH FOSTERTOWN ROAD.  TURN RIGHT AND GO 0.25 MI (0.4 KM)
 DM7249'NORTHWEST ON FOSTERTOWN ROAD TO THE JUNCTION WITH STACY HAINES ROAD.
 DM7249'TURN LEFT AND GO 0.7 MI (1.1 KM) SOUTHWEST TO THE STATION ON THE
 DM7249'RIGHT.
 DM7249'
 DM7249'THE STATION IS BETWEEN POLE NUMBER 61126LM AND THE PAVING, 3.1 FT (0.9
 DM7249'M) OF POLE NUMBER 61126LM, 13.5 FT (4.1 M) NORTH OF THE CENTERLINE OF
 DM7249'STACY HAINES ROAD, 167.8 FT (51.1 M) SOUTHWEST OF POLE NUMBER 61125,
 DM7249'166.5 FT (50.7 M) NORTHEAST OF POLE NUMBER 61127LM, 99.0 FT (30.2 M)
 DM7249'SOUTHWEST OF MILEPOST 6.0, 1.1 FT (0.3 M) SOUTHEAST OF A METAL WITNESS
 DM7249'POST.
 DM7249
 DM7249                          STATION RECOVERY (2023)
 DM7249
 DM7249'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3794 ***********************************************************************
 DS3794  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3794  DESIGNATION -  3 A 4
 DS3794  PID         -  DS3794
 DS3794  STATE/COUNTY-  NJ/BURLINGTON
 DS3794  COUNTRY     -  US
 DS3794  USGS QUAD   -  BROWNS MILLS (2019)
 DS3794
 DS3794                         *CURRENT SURVEY CONTROL
 DS3794  ______________________________________________________________________
 DS3794* NAD 83(2011) POSITION- 39 54 25.67365(N) 074 34 09.20691(W)   ADJUSTED
 DS3794* NAD 83(2011) ELLIP HT-    -6.062 (meters)        (07/29/25)   ADJUSTED
 DS3794* NAD 83(2011) EPOCH   -  2010.00
 DS3794* NAVD 88 ORTHO HEIGHT -    26.68  (meters)       87.5   (feet) GPS OBS
 DS3794  ______________________________________________________________________
 DS3794  GEOID HEIGHT    -        -32.745 (meters)                     GEOID18
 DS3794  NAD 83(2011) X  -  1,303,582.586 (meters)                     COMP
 DS3794  NAD 83(2011) Y  - -4,722,716.872 (meters)                     COMP
 DS3794  NAD 83(2011) Z  -  4,070,077.225 (meters)                     COMP
 DS3794  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 DS3794
 DS3794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3794  Standards:
 DS3794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3794  -------------------------------------------------------------------
 DS3794  NETWORK    0.57   1.10           0.26   0.19   0.56     -0.16142485
 DS3794  -------------------------------------------------------------------
 DS3794  Click here for local accuracies and other accuracy information.
 DS3794
 DS3794.The horizontal coordinates were established by GPS observations
 DS3794.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3794
 DS3794.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3794.frame has been affixed to the stable North American tectonic plate 
 DS3794
 DS3794.The horizontal coordinates are valid at the epoch date displayed above
 DS3794.which is a decimal equivalence of Year/Month/Day.
 DS3794
 DS3794.The orthometric height was determined by GPS observations and a
 DS3794.high-resolution geoid model using precise GPS observation and
 DS3794.processing techniques.
 DS3794
 DS3794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3794.GEOID18 height accuracy estimate available here.
 DS3794
 DS3794.Click photographs - Photos may exist for this station.
 DS3794
 DS3794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3794
 DS3794.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3794
 DS3794.The ellipsoidal height was determined by GPS observations
 DS3794.and is referenced to NAD 83.
 DS3794
 DS3794. The following values were computed from the NAD 83(2011) position.
 DS3794
 DS3794;                    North         East     Units Scale Factor Converg.
 DS3794;SPC NJ       -   119,206.204   144,081.275   MT  0.99990043   -0 02 39.9
 DS3794;SPC NJ       -   391,095.69    472,706.65   sFT  0.99990043   -0 02 39.9
 DS3794;UTM  18      - 4,417,538.616   536,820.725   MT  0.99961669   +0 16 34.9
 DS3794
 DS3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3794!SPC NJ       -   1.00000095  x   0.99990043  =   0.99990138
 DS3794!UTM  18      -   1.00000095  x   0.99961669  =   0.99961764
 DS3794
 DS3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3682017538(NAD 83)
 DS3794
 DS3794                          SUPERSEDED SURVEY CONTROL
 DS3794
 DS3794.No superseded survey control is available for this station.
 DS3794
 DS3794_MARKER: DD = SURVEY DISK
 DS3794_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3794_SP_SET: CULVERT ABUTMENT
 DS3794_STAMPING: 3 A 4 2025
 DS3794_MARK LOGO: NJGS
 DS3794_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3794+STABILITY: SURFACE MOTION
 DS3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3794+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2025
 DS3794
 DS3794  HISTORY     - Date     Condition        Report By
 DS3794  HISTORY     - 20250417 MONUMENTED       NJGS
 DS3794
 DS3794                          STATION DESCRIPTION
 DS3794
 DS3794'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3794'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-NORTHWEST OF
 DS3794'WOODMANSIE, 4.6 MI (7.4 KM) SOUTH OF BROWNS MILLS AND 3.1 MI (5.0 KM)
 DS3794'SOUTH-SOUTHEAST OF BROWNS MILLS JUNCTION, IN WOODLAND TOWNSHIP.
 DS3794'
 DS3794'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE HIGHWAY 70
 DS3794'AND NEW JERSEY STATE HIGHWAY 72 (4 MILE CIRCLE), GO 1.55 MI (2.49 KM)
 DS3794'NORTHEAST ON NEW JERSEY STATE HIGHWAY 70 TO THE STATION ON THE RIGHT.
 DS3794'
 DS3794'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 DS3794'EASTERLY ABUTMENT OF THE NEW JERSEY STATE HIGHWAY 70 CULVERT SPANNING
 DS3794'PRESIDENTIAL LAKES, 26 FT (7.9 M) SOUTHEAST OF THE CENTERLINE OF NEW
 DS3794'JERSEY STATE HIGHWAY 70, 42 FT (12.8 M) EAST OF THE CENTER OF AN
 DS3794'INLET, 65.5 FT (20.0 M) SOUTHWEST OF THE END OF A CURB, 102 FT (31.1
 DS3794'M) SOUTHWEST FROM THE END OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6659 ***********************************************************************
 KV6659  DESIGNATION -  3 B 1
 KV6659  PID         -  KV6659
 KV6659  STATE/COUNTY-  NJ/BURLINGTON
 KV6659  COUNTRY     -  US
 KV6659  USGS QUAD   -  BRISTOL (2019)
 KV6659
 KV6659                         *CURRENT SURVEY CONTROL
 KV6659  ______________________________________________________________________
 KV6659* NAD 83(1986) POSITION- 40 04 18.13   (N) 074 51 19.08   (W)   HD_HELD1
 KV6659* NAVD 88 ORTHO HEIGHT -     1.914 (meters)        6.28  (feet) ADJUSTED
 KV6659  ______________________________________________________________________
 KV6659  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 KV6659  DYNAMIC HEIGHT  -          1.913 (meters)        6.28  (feet) COMP
 KV6659  MODELED GRAVITY -    980,193.8   (mgal)                       NAVD 88
 KV6659
 KV6659  VERT ORDER      -  FIRST     CLASS II
 KV6659
 KV6659.The horizontal coordinates were determined by differentially corrected
 KV6659.hand held GPS observations or other comparable positioning techniques
 KV6659.and have an estimated accuracy of +/- 3 meters.
 KV6659
 KV6659.The orthometric height was determined by differential leveling and
 KV6659.adjusted by the NATIONAL GEODETIC SURVEY
 KV6659.in May 2011.
 KV6659
 KV6659.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6659.GEOID18 height accuracy estimate available here.
 KV6659
 KV6659.Click photographs - Photos may exist for this station.
 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       -   137,535.6     119,694.3     MT  (+/- 3 meters HH1 GPS) 
 KV6659
 KV6659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1233835725(NAD 83)
 KV6659
 KV6659                          SUPERSEDED SURVEY CONTROL
 KV6659
 KV6659  NAVD 88 (03/01/01)    1.920  (m)            6.30   (f) SUPERSEDED  1 2
 KV6659  NAVD 88 (01/25/94)    1.925  (m)            6.32   (f) SUPERSEDED  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
 KV6659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6659.See file dsdata.pdf to determine how the superseded data were derived.
 KV6659
 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 17, 2024
 KV6659
 KV6659  HISTORY     - Date     Condition        Report By
 KV6659  HISTORY     - 1991     MONUMENTED       NJGS
 KV6659  HISTORY     - 19961003 GOOD             NJGS
 KV6659  HISTORY     - 20071110 GOOD             UE
 KV6659  HISTORY     - 20080428 GOOD             NJGS
 KV6659  HISTORY     - 20221007 POOR             NJGS
 KV6659  HISTORY     - 20241017 GOOD             AAAS
 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.
 KV6659
 KV6659                          STATION RECOVERY (2007)
 KV6659
 KV6659'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV6659'DINER IS NOW AMY'S OMELETTE HOUSE.
 KV6659
 KV6659                          STATION RECOVERY (2008)
 KV6659
 KV6659'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV6659'RECOVERED AS DESCRIBED.
 KV6659
 KV6659                          STATION RECOVERY (2022)
 KV6659
 KV6659'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6659'CONCRETE IS CRACKED.
 KV6659
 KV6659                          STATION RECOVERY (2024)
 KV6659
 KV6659'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8774 ***********************************************************************
 AB8774  DESIGNATION -  3 B 2
 AB8774  PID         -  AB8774
 AB8774  STATE/COUNTY-  NJ/BURLINGTON
 AB8774  COUNTRY     -  US
 AB8774  USGS QUAD   -  COLUMBUS (2016)
 AB8774
 AB8774                         *CURRENT SURVEY CONTROL
 AB8774  ______________________________________________________________________
 AB8774* NAD 83(2011) POSITION- 40 07 12.61329(N) 074 44 59.71252(W)   ADJUSTED
 AB8774* NAD 83(2011) ELLIP HT-   -15.659 (meters)        (06/27/12)   ADJUSTED
 AB8774* NAD 83(2011) EPOCH   -  2010.00
 AB8774* NAVD 88 ORTHO HEIGHT -    17.146 (meters)       56.25  (feet) ADJUSTED
 AB8774  ______________________________________________________________________
 AB8774  GEOID HEIGHT    -        -32.797 (meters)                     GEOID18
 AB8774  NAD 83(2011) X  -  1,284,679.443 (meters)                     COMP
 AB8774  NAD 83(2011) Y  - -4,712,123.756 (meters)                     COMP
 AB8774  NAD 83(2011) Z  -  4,088,187.972 (meters)                     COMP
 AB8774  LAPLACE CORR    -          3.91  (seconds)                    DEFLEC18
 AB8774  DYNAMIC HEIGHT  -         17.139 (meters)       56.23  (feet) COMP
 AB8774  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 AB8774
 AB8774  VERT ORDER      -  FIRST     CLASS II
 AB8774
 AB8774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8774  Standards:
 AB8774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8774  -------------------------------------------------------------------
 AB8774  NETWORK    0.57   1.10           0.25   0.21   0.56     -0.12568004
 AB8774  -------------------------------------------------------------------
 AB8774  Click here for local accuracies and other accuracy information.
 AB8774
 AB8774.The horizontal coordinates were established by GPS observations
 AB8774.and adjusted by the National Geodetic Survey in June 2012.
 AB8774
 AB8774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8774.been affixed to the stable North American tectonic plate. See 
 AB8774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8774
 AB8774.The horizontal coordinates are valid at the epoch date displayed above
 AB8774.which is a decimal equivalence of Year/Month/Day.
 AB8774
 AB8774.The orthometric height was determined by differential leveling and
 AB8774.adjusted by the NATIONAL GEODETIC SURVEY
 AB8774.in February 2010.
 AB8774
 AB8774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8774.GEOID18 height accuracy estimate available here.
 AB8774
 AB8774.Click photographs - Photos may exist for this station.
 AB8774
 AB8774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8774
 AB8774.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8774
 AB8774.The ellipsoidal height was determined by GPS observations
 AB8774.and is referenced to NAD 83.
 AB8774
 AB8774.The dynamic height is computed by dividing the NAVD 88
 AB8774.geopotential number by the normal gravity value computed on the
 AB8774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8774.degrees latitude (g = 980.6199 gals.).
 AB8774
 AB8774.The modeled gravity was interpolated from observed gravity values.
 AB8774
 AB8774. The following values were computed from the NAD 83(2011) position.
 AB8774
 AB8774;                    North         East     Units Scale Factor Converg.
 AB8774;SPC NJ       -   142,886.222   128,697.932   MT  0.99990558   -0 09 39.8
 AB8774;SPC NJ       -   468,785.88    422,236.47   sFT  0.99990558   -0 09 39.8
 AB8774;UTM  18      - 4,441,125.059   521,309.286   MT  0.99960559   +0 09 40.1
 AB8774
 AB8774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8774!SPC NJ       -   1.00000246  x   0.99990558  =   0.99990804
 AB8774!UTM  18      -   1.00000246  x   0.99960559  =   0.99960805
 AB8774
 AB8774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2130941125(NAD 83)
 AB8774
 AB8774                          SUPERSEDED SURVEY CONTROL
 AB8774
 AB8774  NAD 83(2007)-  40 07 12.61375(N)    074 44 59.71317(W) AD(2002.00) 0
 AB8774  ELLIP H (02/10/07)  -15.654  (m)                       GP(2002.00)    
 AB8774  ELLIP H (10/23/02)  -15.616  (m)                       GP(       ) 4 1
 AB8774  NAD 83(1996)-  40 07 12.61380(N)    074 44 59.71319(W) AD(       ) 1
 AB8774  ELLIP H (05/14/99)  -15.622  (m)                       GP(       ) 4 1
 AB8774  NAD 83(1992)-  40 07 12.61300(N)    074 44 59.71320(W) AD(       ) 1
 AB8774  ELLIP H (12/16/96)  -15.657  (m)                       GP(       ) 2 1
 AB8774  NAVD 88 (12/16/96)   17.1    (m)  GEOID93  model used  GPS OBS        
 AB8774
 AB8774.Superseded values are not recommended for survey control.
 AB8774
 AB8774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8774.See file dsdata.pdf to determine how the superseded data were derived.
 AB8774
 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_PROJECTION: FLUSH
 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 - September 11, 2017
 AB8774
 AB8774  HISTORY     - Date     Condition        Report By
 AB8774  HISTORY     - 1995     MONUMENTED       TWT
 AB8774  HISTORY     - 20060830 GOOD             NJGS
 AB8774  HISTORY     - 20170911 GOOD             PBCONS
 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.
 AB8774
 AB8774                          STATION RECOVERY (2006)
 AB8774
 AB8774'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AB8774'RECOVERED IN GOOD CONDITION. NOTE--NEW ADDITIONS.
 AB8774'
 AB8774'THE STATION IS LOCATED IN MANSFIELD TOWNSHIP, ON THE NORTHWEST SIDE OF
 AB8774'THE SOUTHBOUND LANES OF U.S. ROUTE 130, ON THE GROUNDS OF THE FORMER
 AB8774'NJ WINE SHOP, NOW OCCUPIED BY THE GLASS BLOCK OF AMERICA.  IN ADDITION
 AB8774'TO THE PREVIOUS TIES, THE STATION IS 1.0 FT (0.3 M) SOUTH OF A METAL
 AB8774'WITNESS POST.
 AB8774
 AB8774                          STATION RECOVERY (2017)
 AB8774
 AB8774'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 AB8774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7251 ***********************************************************************
 DM7251  DESIGNATION -  3 B 3
 DM7251  PID         -  DM7251
 DM7251  STATE/COUNTY-  NJ/BURLINGTON
 DM7251  COUNTRY     -  US
 DM7251  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7251
 DM7251                         *CURRENT SURVEY CONTROL
 DM7251  ______________________________________________________________________
 DM7251* NAD 83(1986) POSITION- 39 58 45.16   (N) 074 49 27.89   (W)   HD_HELD1
 DM7251* NAVD 88 ORTHO HEIGHT -     6.602 (meters)       21.66  (feet) ADJUSTED
 DM7251  ______________________________________________________________________
 DM7251  GEOID HEIGHT    -        -32.671 (meters)                     GEOID18
 DM7251  DYNAMIC HEIGHT  -          6.599 (meters)       21.65  (feet) COMP
 DM7251  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 DM7251
 DM7251  VERT ORDER      -  FIRST     CLASS II
 DM7251
 DM7251.The horizontal coordinates were determined by differentially corrected
 DM7251.hand held GPS observations or other comparable positioning techniques
 DM7251.and have an estimated accuracy of +/- 3 meters.
 DM7251
 DM7251.The orthometric height was determined by differential leveling and
 DM7251.adjusted by the NATIONAL GEODETIC SURVEY
 DM7251.in May 2011.
 DM7251
 DM7251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7251.GEOID18 height accuracy estimate available here.
 DM7251
 DM7251.Click photographs - Photos may exist for this station.
 DM7251
 DM7251.The dynamic height is computed by dividing the NAVD 88
 DM7251.geopotential number by the normal gravity value computed on the
 DM7251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7251.degrees latitude (g = 980.6199 gals.).
 DM7251
 DM7251.The modeled gravity was interpolated from observed gravity values.
 DM7251
 DM7251;                    North         East    Units  Estimated Accuracy
 DM7251;SPC NJ       -   127,256.8     122,291.4     MT  (+/- 3 meters HH1 GPS) 
 DM7251
 DM7251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1499225464(NAD 83)
 DM7251
 DM7251                          SUPERSEDED SURVEY CONTROL
 DM7251
 DM7251.No superseded survey control is available for this station.
 DM7251
 DM7251_MARKER: DD = SURVEY DISK
 DM7251_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7251_SP_SET: BRIDGE CHEEKWALL
 DM7251_STAMPING: 3 B 3 2008
 DM7251_MARK LOGO: NOS
 DM7251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7251+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2013
 DM7251
 DM7251  HISTORY     - Date     Condition        Report By
 DM7251  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7251  HISTORY     - 20130713 GOOD             BASE9
 DM7251
 DM7251                          STATION DESCRIPTION
 DM7251
 DM7251'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7251'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF PEMBERTON, 6.4
 DM7251'MI (10.3 KM) EAST OF MOORESTOWN AND 2.1 MI (3.4 KM) WEST-SOUTHWEST OF
 DM7251'MOUNT HOLLY.
 DM7251'
 DM7251'THIS STATION IS LOCATED IN THE TOWNSHIP OF HAINESPORT, SET IN THE
 DM7251'NORTH END OF THE WEST CHEEKWALL OF THE ABUTMENT FOR THE NJ STATE ROUTE
 DM7251'38 BRIDGE SPANNING THE SOUTH BRANCH OF THE RANCOCAS CREEK.
 DM7251'
 DM7251'THE STATION IS 2.5 FT (0.8 M) EAST OF THE WEST END OF THE CHEEKWALL,
 DM7251'6.0 FT (1.8 M) WEST OF THE WEST END OF THE CONCRETE BALUSTRADE, 6.7 FT
 DM7251'(2.0 M) NORTH OF THE NORTH CURB OF ROUTE 38, 94 FT (28.7 M) WEST OF
 DM7251'THE CENTER OF THE BRIDGE, 8.0 FT (2.4 M) SOUTHEAST OF POLE NUMBER
 DM7251'60236HP.
 DM7251
 DM7251                          STATION RECOVERY (2013)
 DM7251
 DM7251'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2013 (DRD)
 DM7251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3792 ***********************************************************************
 DS3792  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3792  DESIGNATION -  3 B 4
 DS3792  PID         -  DS3792
 DS3792  STATE/COUNTY-  NJ/BURLINGTON
 DS3792  COUNTRY     -  US
 DS3792  USGS QUAD   -  WHITING (2019)
 DS3792
 DS3792                         *CURRENT SURVEY CONTROL
 DS3792  ______________________________________________________________________
 DS3792* NAD 83(2011) POSITION- 39 56 57.97427(N) 074 29 16.68025(W)   ADJUSTED
 DS3792* NAD 83(2011) ELLIP HT-     0.121 (meters)        (07/29/25)   ADJUSTED
 DS3792* NAD 83(2011) EPOCH   -  2010.00
 DS3792* NAVD 88 ORTHO HEIGHT -    32.83  (meters)      107.7   (feet) GPS OBS
 DS3792  ______________________________________________________________________
 DS3792  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 DS3792  NAD 83(2011) X  -  1,309,474.038 (meters)                     COMP
 DS3792  NAD 83(2011) Y  - -4,717,962.872 (meters)                     COMP
 DS3792  NAD 83(2011) Z  -  4,073,683.342 (meters)                     COMP
 DS3792  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 DS3792
 DS3792  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3792  Standards:
 DS3792         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3792            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3792  -------------------------------------------------------------------
 DS3792  NETWORK    0.57   1.12           0.26   0.20   0.57     -0.16391187
 DS3792  -------------------------------------------------------------------
 DS3792  Click here for local accuracies and other accuracy information.
 DS3792
 DS3792.The horizontal coordinates were established by GPS observations
 DS3792.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3792
 DS3792.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3792.frame has been affixed to the stable North American tectonic plate 
 DS3792
 DS3792.The horizontal coordinates are valid at the epoch date displayed above
 DS3792.which is a decimal equivalence of Year/Month/Day.
 DS3792
 DS3792.The orthometric height was determined by GPS observations and a
 DS3792.high-resolution geoid model using precise GPS observation and
 DS3792.processing techniques.
 DS3792
 DS3792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3792.GEOID18 height accuracy estimate available here.
 DS3792
 DS3792.Click photographs - Photos may exist for this station.
 DS3792
 DS3792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3792
 DS3792.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3792
 DS3792.The ellipsoidal height was determined by GPS observations
 DS3792.and is referenced to NAD 83.
 DS3792
 DS3792. The following values were computed from the NAD 83(2011) position.
 DS3792
 DS3792;                    North         East     Units Scale Factor Converg.
 DS3792;SPC NJ       -   123,900.852   151,028.221   MT  0.99990001   +0 00 27.8
 DS3792;SPC NJ       -   406,498.05    495,498.42   sFT  0.99990001   +0 00 27.8
 DS3792;UTM  18      - 4,422,270.775   543,739.329   MT  0.99962355   +0 19 43.6
 DS3792
 DS3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3792!SPC NJ       -   0.99999998  x   0.99990001  =   0.99989999
 DS3792!UTM  18      -   0.99999998  x   0.99962355  =   0.99962353
 DS3792
 DS3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4373922270(NAD 83)
 DS3792
 DS3792                          SUPERSEDED SURVEY CONTROL
 DS3792
 DS3792.No superseded survey control is available for this station.
 DS3792
 DS3792_MARKER: DD = SURVEY DISK
 DS3792_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3792_SP_SET: SIDEWALK
 DS3792_STAMPING: 3 B 4 2025
 DS3792_MARK LOGO: NJGS
 DS3792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3792+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2025
 DS3792
 DS3792  HISTORY     - Date     Condition        Report By
 DS3792  HISTORY     - 20250415 MONUMENTED       NJGS
 DS3792
 DS3792                          STATION DESCRIPTION
 DS3792
 DS3792'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3792'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF WOODMANSIE, 5.4 MI
 DS3792'(8.7 KM) EAST OF BROWNS MILLS JUNCTION AND 5.3 MI (8.5 KM)
 DS3792'EAST-SOUTHEAST OF BROWNS MILLS, IN PEMBERTON TOWNSHIP.
 DS3792'
 DS3792'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE 539 AND NEW
 DS3792'JERSEY STATE HIGHWAY, GO ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST ON NEW
 DS3792'JERSEY STATE HIGHWAY 70 TO THE T-JUNCTION WITH LAKEHURST ROAD (COUNTY
 DS3792'ROUTE 530) AND THE STATION ON THE RIGHT.
 DS3792'
 DS3792'THE STATION IS SET IN THE SIDEWALK OF A TRIANGULAR SHAPED TRAFFIC
 DS3792'ISLAND ON THE NORTH SIDE OF THE JUNCTION, 53.2 FT (16.2 M) NORTH OF
 DS3792'THE SOUTH NOSE OF THE ISLAND, 79 FT (24.1 M) NORTH OF THE CENTERLINE
 DS3792'OF NEW JERSEY STATE HIGHWAY 70, 28.2 FT (8.6 M) NORTH OF A STOP SIGN
 DS3792'WITH A WITNESS SIGN ATTACHED, 19 FT (5.8 M) NORTHEAST OF THE EAST CURB
 DS3792'OF THE EASTERLY LANES OF LAKEHURST ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8776 ***********************************************************************
 AB8776  HT_MOD      -  This is a Height Modernization Survey Station.
 AB8776  DESIGNATION -  3 C 2
 AB8776  PID         -  AB8776
 AB8776  STATE/COUNTY-  NJ/BURLINGTON
 AB8776  COUNTRY     -  US
 AB8776  USGS QUAD   -  TRENTON EAST (2019)
 AB8776
 AB8776                         *CURRENT SURVEY CONTROL
 AB8776  ______________________________________________________________________
 AB8776* NAD 83(2011) POSITION- 40 08 01.73541(N) 074 43 08.35710(W)   ADJUSTED
 AB8776* NAD 83(2011) ELLIP HT-    -8.469 (meters)        (06/27/12)   ADJUSTED
 AB8776* NAD 83(2011) EPOCH   -  2010.00
 AB8776* NAVD 88 ORTHO HEIGHT -    24.31  (meters)       79.8   (feet) GPS OBS
 AB8776  ______________________________________________________________________
 AB8776  GEOID HEIGHT    -        -32.778 (meters)                     GEOID18
 AB8776  NAD 83(2011) X  -  1,286,967.272 (meters)                     COMP
 AB8776  NAD 83(2011) Y  - -4,710,492.882 (meters)                     COMP
 AB8776  NAD 83(2011) Z  -  4,089,351.079 (meters)                     COMP
 AB8776  LAPLACE CORR    -          4.01  (seconds)                    DEFLEC18
 AB8776
 AB8776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8776  Standards:
 AB8776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8776  -------------------------------------------------------------------
 AB8776  NETWORK    0.29   0.67           0.13   0.10   0.34     -0.02295191
 AB8776  -------------------------------------------------------------------
 AB8776  Click here for local accuracies and other accuracy information.
 AB8776
 AB8776.The horizontal coordinates were established by GPS observations
 AB8776.and adjusted by the National Geodetic Survey in June 2012.
 AB8776
 AB8776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8776.been affixed to the stable North American tectonic plate. See 
 AB8776.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8776
 AB8776.The horizontal coordinates are valid at the epoch date displayed above
 AB8776.which is a decimal equivalence of Year/Month/Day.
 AB8776
 AB8776.The orthometric height was determined by GPS observations and a
 AB8776.high-resolution geoid model using precise GPS observation and
 AB8776.processing techniques.
 AB8776
 AB8776.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8776.GEOID18 height accuracy estimate available here.
 AB8776
 AB8776.Click photographs - Photos may exist for this station.
 AB8776
 AB8776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8776
 AB8776.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8776
 AB8776.The ellipsoidal height was determined by GPS observations
 AB8776.and is referenced to NAD 83.
 AB8776
 AB8776. The following values were computed from the NAD 83(2011) position.
 AB8776
 AB8776;                    North         East     Units Scale Factor Converg.
 AB8776;SPC NJ       -   144,394.225   131,338.176   MT  0.99990429   -0 08 28.2
 AB8776;SPC NJ       -   473,733.39    430,898.67   sFT  0.99990429   -0 08 28.2
 AB8776;UTM  18      - 4,442,647.432   523,940.220   MT  0.99960706   +0 10 52.1
 AB8776
 AB8776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8776!SPC NJ       -   1.00000133  x   0.99990429  =   0.99990562
 AB8776!UTM  18      -   1.00000133  x   0.99960706  =   0.99960839
 AB8776
 AB8776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2394042647(NAD 83)
 AB8776
 AB8776                          SUPERSEDED SURVEY CONTROL
 AB8776
 AB8776  NAD 83(2007)-  40 08 01.73588(N)    074 43 08.35777(W) AD(2002.00) 0
 AB8776  ELLIP H (02/10/07)   -8.465  (m)                       GP(2002.00)    
 AB8776  ELLIP H (10/23/02)   -8.432  (m)                       GP(       ) 4 1
 AB8776  NAD 83(1996)-  40 08 01.73594(N)    074 43 08.35778(W) AD(       ) 1
 AB8776  ELLIP H (05/14/99)   -8.439  (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)   -8.476  (m)                       GP(       ) 2 1
 AB8776  NAVD 88 (12/16/96)   24.3    (m)  GEOID93  model used  GPS OBS        
 AB8776
 AB8776.Superseded values are not recommended for survey control.
 AB8776
 AB8776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8776.See file dsdata.pdf to determine how the superseded data were derived.
 AB8776
 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_PROJECTION: FLUSH
 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 - May 25, 2024
 AB8776
 AB8776  HISTORY     - Date     Condition        Report By
 AB8776  HISTORY     - 1995     MONUMENTED       TWT
 AB8776  HISTORY     - 20050809 GOOD             ACT
 AB8776  HISTORY     - 20090217 GOOD             GEOCAC
 AB8776  HISTORY     - 20200828 GOOD             NJGS
 AB8776  HISTORY     - 20240525 GOOD             NJGS
 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
 AB8776
 AB8776                          STATION RECOVERY (2009)
 AB8776
 AB8776'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 AB8776'RECOVERED IN GOOD CONDITION.
 AB8776
 AB8776                          STATION RECOVERY (2020)
 AB8776
 AB8776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 AB8776'OPUS SOLUTION AVAILABLE.
 AB8776
 AB8776                          STATION RECOVERY (2024)
 AB8776
 AB8776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 AB8776'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7253 ***********************************************************************
 DM7253  DESIGNATION -  3 C 3
 DM7253  PID         -  DM7253
 DM7253  STATE/COUNTY-  NJ/BURLINGTON
 DM7253  COUNTRY     -  US
 DM7253  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7253
 DM7253                         *CURRENT SURVEY CONTROL
 DM7253  ______________________________________________________________________
 DM7253* NAD 83(1986) POSITION- 39 55 27.     (N) 074 48 31.     (W)   SCALED
 DM7253* NAVD 88 ORTHO HEIGHT -     7.078 (meters)       23.22  (feet) ADJUSTED
 DM7253  ______________________________________________________________________
 DM7253  GEOID HEIGHT    -        -32.694 (meters)                     GEOID18
 DM7253  DYNAMIC HEIGHT  -          7.075 (meters)       23.21  (feet) COMP
 DM7253  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 DM7253
 DM7253  VERT ORDER      -  FIRST     CLASS II
 DM7253
 DM7253.The horizontal coordinates were scaled from a map and have
 DM7253.an estimated accuracy of +/- 6 seconds.
 DM7253
 DM7253.The orthometric height was determined by differential leveling and
 DM7253.adjusted by the NATIONAL GEODETIC SURVEY
 DM7253.in May 2011.
 DM7253
 DM7253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7253.GEOID18 height accuracy estimate available here.
 DM7253
 DM7253.Click photographs - Photos may exist for this station.
 DM7253
 DM7253.The dynamic height is computed by dividing the NAVD 88
 DM7253.geopotential number by the normal gravity value computed on the
 DM7253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7253.degrees latitude (g = 980.6199 gals.).
 DM7253
 DM7253.The modeled gravity was interpolated from observed gravity values.
 DM7253
 DM7253;                    North         East    Units  Estimated Accuracy
 DM7253;SPC NJ       -   121,140.      123,620.      MT  (+/- 180 meters Scaled)
 DM7253
 DM7253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK163193(NAD 83)
 DM7253
 DM7253                          SUPERSEDED SURVEY CONTROL
 DM7253
 DM7253.No superseded survey control is available for this station.
 DM7253
 DM7253_MARKER: DD = SURVEY DISK
 DM7253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7253_SP_SET: CULVERT
 DM7253_STAMPING: 3 C 3 2008
 DM7253_MARK LOGO: NJGS
 DM7253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7253+STABILITY: SURFACE MOTION
 DM7253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7253+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 DM7253
 DM7253  HISTORY     - Date     Condition        Report By
 DM7253  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7253
 DM7253                          STATION DESCRIPTION
 DM7253
 DM7253'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7253'THE STATION IS LOCATED IN MEDFORD TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7253'NORTH END OF A CONCRETE CULVERT FOR A TRIBUTARY CREEK FOR THE
 DM7253'SOUTHWEST BRANCH OF THE RANCOCAS CREEK ON THE WEST SIDE OF FOSTERTOWN
 DM7253'ROAD.
 DM7253'
 DM7253'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7253'ROUTE 70, AT THE RED LION CIRCLE, GO 3.7 MI (6.0 KM) WEST ON ROUTE 70
 DM7253'TO THE JUNCTION WITH EAYERSTOWN ROAD.  TURN RIGHT AND GO 1.25 MI (2.0
 DM7253'KM) NORTH TO THE JUNCTION WITH CHURCH ROAD.  TURN LEFT AND GO 0.5 MI
 DM7253'(0.8 KM) WEST-SOUTHWEST TO THE JUNCTION WITH FORSTERTOWN ROAD.  TURN
 DM7253'RIGHT AND GO ABOUT 0.6 MI (1.0 KM) NORTH ON FORSTERTOWN ROAD TO THE
 DM7253'STATION ON THE LEFT.
 DM7253'
 DM7253'THE STATION IS 12.5 FT (3.8 M) WEST OF THE CENTERLINE OF FOSTERTOWN
 DM7253'ROAD, 62.1 FT (18.9 M) SOUTH OF POLE NUMBER 61678MF, 110.2 FT (33.6 M)
 DM7253'NORTH OF POLE NUMBER 61677MF, 82.2 FT (25.1 M) NORTH OF A TRAFFIC SIGN
 DM7253'WITH A LEFT TURN ARROW, 3.0 FT (0.9 M) WEST-NORTHWEST OF A WITNESS
 DM7253'POST SIGN.
 DM7253'
 DM7253'THE STATION IS ABOUT 3 FT (0.9 M) LOWER THAN THE ROAD SURFACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3796 ***********************************************************************
 DS3796  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3796  DESIGNATION -  3 C 4
 DS3796  PID         -  DS3796
 DS3796  STATE/COUNTY-  NJ/BURLINGTON
 DS3796  COUNTRY     -  US
 DS3796  USGS QUAD   -  BROWNS MILLS (2019)
 DS3796
 DS3796                         *CURRENT SURVEY CONTROL
 DS3796  ______________________________________________________________________
 DS3796* NAD 83(2011) POSITION- 39 59 12.64092(N) 074 34 14.56686(W)   ADJUSTED
 DS3796* NAD 83(2011) ELLIP HT-   -11.703 (meters)        (07/29/25)   ADJUSTED
 DS3796* NAD 83(2011) EPOCH   -  2010.00
 DS3796* NAVD 88 ORTHO HEIGHT -    20.89  (meters)       68.5   (feet) GPS OBS
 DS3796  ______________________________________________________________________
 DS3796  GEOID HEIGHT    -        -32.593 (meters)                     GEOID18
 DS3796  NAD 83(2011) X  -  1,301,946.776 (meters)                     COMP
 DS3796  NAD 83(2011) Y  - -4,717,268.467 (meters)                     COMP
 DS3796  NAD 83(2011) Z  -  4,076,858.989 (meters)                     COMP
 DS3796  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 DS3796
 DS3796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3796  Standards:
 DS3796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3796  -------------------------------------------------------------------
 DS3796  NETWORK    0.58   1.10           0.26   0.20   0.56     -0.20552667
 DS3796  -------------------------------------------------------------------
 DS3796  Click here for local accuracies and other accuracy information.
 DS3796
 DS3796.The horizontal coordinates were established by GPS observations
 DS3796.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3796
 DS3796.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3796.frame has been affixed to the stable North American tectonic plate 
 DS3796
 DS3796.The horizontal coordinates are valid at the epoch date displayed above
 DS3796.which is a decimal equivalence of Year/Month/Day.
 DS3796
 DS3796.The orthometric height was determined by GPS observations and a
 DS3796.high-resolution geoid model using precise GPS observation and
 DS3796.processing techniques.
 DS3796
 DS3796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3796.GEOID18 height accuracy estimate available here.
 DS3796
 DS3796.Click photographs - Photos may exist for this station.
 DS3796
 DS3796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3796
 DS3796.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3796
 DS3796.The ellipsoidal height was determined by GPS observations
 DS3796.and is referenced to NAD 83.
 DS3796
 DS3796. The following values were computed from the NAD 83(2011) position.
 DS3796
 DS3796;                    North         East     Units Scale Factor Converg.
 DS3796;SPC NJ       -   128,056.257   143,960.988   MT  0.99990045   -0 02 43.6
 DS3796;SPC NJ       -   420,131.24    472,312.01   sFT  0.99990045   -0 02 43.6
 DS3796;UTM  18      - 4,426,385.344   536,650.899   MT  0.99961654   +0 16 33.1
 DS3796
 DS3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3796!SPC NJ       -   1.00000184  x   0.99990045  =   0.99990229
 DS3796!UTM  18      -   1.00000184  x   0.99961654  =   0.99961838
 DS3796
 DS3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3665026385(NAD 83)
 DS3796
 DS3796                          SUPERSEDED SURVEY CONTROL
 DS3796
 DS3796.No superseded survey control is available for this station.
 DS3796
 DS3796_MARKER: DD = SURVEY DISK
 DS3796_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3796_SP_SET: SIDEWALK OVER ABUTMENT
 DS3796_STAMPING: 3 C 4 2025
 DS3796_MARK LOGO: NJGS
 DS3796_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3796+STABILITY: SURFACE MOTION
 DS3796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3796+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2025
 DS3796
 DS3796  HISTORY     - Date     Condition        Report By
 DS3796  HISTORY     - 20250430 MONUMENTED       NJGS
 DS3796
 DS3796                          STATION DESCRIPTION
 DS3796
 DS3796'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 DS3796'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHWEST OF WOODMANSIE,
 DS3796'2.6 MI (4.2 KM) SOUTHEAST OF BROWNS MILLS AND 2.4 MI (3.9 KM) EAST OF
 DS3796'BROWNS MILLS JUNCTION, IN PEMBERTON TOWNSHIP.
 DS3796'
 DS3796'TO REACH FROM THE CENTER OF THE LAKEHURST ROAD (COUNTY ROUTE 530)
 DS3796'BRIDGE OVER MIRROR LAKE, GO 0.05 MI (0.08 KM) NORTHWEST TO THE
 DS3796'T-JUNCTION WITH CLUBHOUSE ROAD.  TURN RIGHT AND FOLLOW CLUBHOUSE ROAD
 DS3796'NORTH ALONG THE WEST SIDE OF THE LAKE FOR ABOUT 0.5 MI (0.8 KM) WHERE
 DS3796'IT TURNS INTO WEST LAKESHORE DRIVE, GO 1.0 MI (1.6 KM) STRAIGHT ON
 DS3796'WEST LAKESHORE DRIVE TO THE T-JUNCTION WITH BAYBERRY STREET.  TURN
 DS3796'RIGHT AND GO ABOUT 150 FT (45.7 M) EAST ON BAYBERRRY STREET TO THE
 DS3796'CULVERT CROSSING BIG PINE LAKE AND THE STATION ON THE RIGHT.
 DS3796'
 DS3796'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK OVER THE ABUTMENT
 DS3796'OF THE BRIDGE, 18.3 FT (5.6 M) SOUTHWEST OF THE CENTERLINE OF BAYBERRY
 DS3796'STREET, 5.7 FT (1.7 M) NORTHWEST OF AN INLET, 3.5 FT (1.1 M) SOUTHWEST
 DS3796'OF THE CURB, 49.5 FT (15.1 M) SOUTHEAST OF A MONITORING WELL, 140 FT
 DS3796'(42.7 M) SOUTHEAST OF A SIGN (BAYBERRY AND W LAKESHORE DRIVE) AT THE
 DS3796'CORNER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0017 ***********************************************************************
 KV0017  DESIGNATION -  3 C OF PA
 KV0017  PID         -  KV0017
 KV0017  STATE/COUNTY-  NJ/MIDDLESEX
 KV0017  COUNTRY     -  US
 KV0017  USGS QUAD   -  PERTH AMBOY (2016)
 KV0017
 KV0017                         *CURRENT SURVEY CONTROL
 KV0017  ______________________________________________________________________
 KV0017* NAD 83(1986) POSITION- 40 31 17.     (N) 074 16 35.     (W)   SCALED
 KV0017* NAVD 88 ORTHO HEIGHT -    33.390 (meters)      109.55  (feet) ADJUSTED
 KV0017  ______________________________________________________________________
 KV0017  GEOID HEIGHT    -        -32.518 (meters)                     GEOID18
 KV0017  DYNAMIC HEIGHT  -         33.376 (meters)      109.50  (feet) COMP
 KV0017  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 KV0017
 KV0017  VERT ORDER      -  FIRST     CLASS II
 KV0017
 KV0017.The horizontal coordinates were scaled from a map and have
 KV0017.an estimated accuracy of +/- 6 seconds.
 KV0017
 KV0017.The orthometric height was determined by differential leveling and
 KV0017.adjusted by the NATIONAL GEODETIC SURVEY
 KV0017.in June 1991.
 KV0017
 KV0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0017.GEOID18 height accuracy estimate available here.
 KV0017
 KV0017.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK612858(NAD 83)
 KV0017
 KV0017                          SUPERSEDED SURVEY CONTROL
 KV0017
 KV0017  NGVD 29 (04/16/92)   33.695  (m)          110.55   (f) ADJUSTED    1 2
 KV0017  NGVD 29 (??/??/87)   33.730  (m)          110.66   (f) SUPERSEDED  1 2
 KV0017
 KV0017.Superseded values are not recommended for survey control.
 KV0017
 KV0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0017.See file dsdata.pdf to determine how the superseded data were derived.
 KV0017
 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 = JULY 24, 2026 22:12:30 EDT
 AB8777 ***********************************************************************
 AB8777  DESIGNATION -  3 D 2
 AB8777  PID         -  AB8777
 AB8777  STATE/COUNTY-  NJ/BURLINGTON
 AB8777  COUNTRY     -  US
 AB8777  USGS QUAD   -  TRENTON EAST (2019)
 AB8777
 AB8777                         *CURRENT SURVEY CONTROL
 AB8777  ______________________________________________________________________
 AB8777* NAD 83(2011) POSITION- 40 08 30.10280(N) 074 42 12.39799(W)   ADJUSTED
 AB8777* NAD 83(2011) ELLIP HT-   -12.885 (meters)        (06/27/12)   ADJUSTED
 AB8777* NAD 83(2011) EPOCH   -  2010.00
 AB8777* NAVD 88 ORTHO HEIGHT -    19.9   (meters)       65.    (feet) GPS OBS
 AB8777  ______________________________________________________________________
 AB8777  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8777  GEOID HEIGHT    -        -33.048 (meters)                     GEOID93
 AB8777  GEOID HEIGHT    -        -32.771 (meters)                     GEOID18
 AB8777  NAD 83(2011) X  -  1,288,095.482 (meters)                     COMP
 AB8777  NAD 83(2011) Y  - -4,709,596.264 (meters)                     COMP
 AB8777  NAD 83(2011) Z  -  4,090,017.132 (meters)                     COMP
 AB8777  LAPLACE CORR    -          4.11  (seconds)                    DEFLEC18
 AB8777
 AB8777  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8777  Standards:
 AB8777         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8777            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8777  -------------------------------------------------------------------
 AB8777  NETWORK    0.39   0.82           0.18   0.13   0.42      0.00218698
 AB8777  -------------------------------------------------------------------
 AB8777  Click here for local accuracies and other accuracy information.
 AB8777
 AB8777.The horizontal coordinates were established by GPS observations
 AB8777.and adjusted by the National Geodetic Survey in June 2012.
 AB8777
 AB8777.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8777.been affixed to the stable North American tectonic plate. See 
 AB8777.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8777
 AB8777.The horizontal coordinates are valid at the epoch date displayed above
 AB8777.which is a decimal equivalence of Year/Month/Day.
 AB8777
 AB8777.The orthometric height was determined by GPS observations and a
 AB8777.high-resolution geoid model.
 AB8777
 AB8777.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8777.GEOID18 height accuracy estimate available here.
 AB8777
 AB8777.Click photographs - Photos may exist for this station.
 AB8777
 AB8777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8777
 AB8777.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8777
 AB8777.The ellipsoidal height was determined by GPS observations
 AB8777.and is referenced to NAD 83.
 AB8777
 AB8777. The following values were computed from the NAD 83(2011) position.
 AB8777
 AB8777;                    North         East     Units Scale Factor Converg.
 AB8777;SPC NJ       -   145,265.946   132,664.832   MT  0.99990370   -0 07 52.2
 AB8777;SPC NJ       -   476,593.36    435,251.20   sFT  0.99990370   -0 07 52.2
 AB8777;UTM  18      - 4,443,526.342   525,261.559   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2526143526(NAD 83)
 AB8777
 AB8777                          SUPERSEDED SURVEY CONTROL
 AB8777
 AB8777  NAD 83(2007)-  40 08 30.10328(N)    074 42 12.39865(W) AD(2002.00) 0
 AB8777  ELLIP H (02/10/07)  -12.881  (m)                       GP(2002.00)    
 AB8777  ELLIP H (10/23/02)  -12.848  (m)                       GP(       ) 4 1
 AB8777  NAD 83(1996)-  40 08 30.10333(N)    074 42 12.39867(W) AD(       ) 1
 AB8777  ELLIP H (05/14/99)  -12.855  (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)  -12.893  (m)                       GP(       ) 2 1
 AB8777
 AB8777.Superseded values are not recommended for survey control.
 AB8777
 AB8777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8777.See file dsdata.pdf to determine how the superseded data were derived.
 AB8777
 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 = JULY 24, 2026 22:12:30 EDT
 DM7254 ***********************************************************************
 DM7254  DESIGNATION -  3 D 3
 DM7254  PID         -  DM7254
 DM7254  STATE/COUNTY-  NJ/BURLINGTON
 DM7254  COUNTRY     -  US
 DM7254  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7254
 DM7254                         *CURRENT SURVEY CONTROL
 DM7254  ______________________________________________________________________
 DM7254* NAD 83(1986) POSITION- 39 55 01.01   (N) 074 48 18.71   (W)   HD_HELD1
 DM7254* NAVD 88 ORTHO HEIGHT -     7.431 (meters)       24.38  (feet) ADJUSTED
 DM7254  ______________________________________________________________________
 DM7254  GEOID HEIGHT    -        -32.703 (meters)                     GEOID18
 DM7254  DYNAMIC HEIGHT  -          7.428 (meters)       24.37  (feet) COMP
 DM7254  MODELED GRAVITY -    980,191.3   (mgal)                       NAVD 88
 DM7254
 DM7254  VERT ORDER      -  FIRST     CLASS II
 DM7254
 DM7254.The horizontal coordinates were determined by differentially corrected
 DM7254.hand held GPS observations or other comparable positioning techniques
 DM7254.and have an estimated accuracy of +/- 3 meters.
 DM7254
 DM7254.The orthometric height was determined by differential leveling and
 DM7254.adjusted by the NATIONAL GEODETIC SURVEY
 DM7254.in May 2011.
 DM7254
 DM7254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7254.GEOID18 height accuracy estimate available here.
 DM7254
 DM7254.Click photographs - Photos may exist for this station.
 DM7254
 DM7254.The dynamic height is computed by dividing the NAVD 88
 DM7254.geopotential number by the normal gravity value computed on the
 DM7254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7254.degrees latitude (g = 980.6199 gals.).
 DM7254
 DM7254.The modeled gravity was interpolated from observed gravity values.
 DM7254
 DM7254;                    North         East    Units  Estimated Accuracy
 DM7254;SPC NJ       -   120,338.3     123,909.1     MT  (+/- 3 meters HH1 GPS) 
 DM7254
 DM7254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1664818557(NAD 83)
 DM7254
 DM7254                          SUPERSEDED SURVEY CONTROL
 DM7254
 DM7254.No superseded survey control is available for this station.
 DM7254
 DM7254_MARKER: DD = SURVEY DISK
 DM7254_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7254_SP_SET: DAM SPILLWAY RETAINING WALL
 DM7254_STAMPING: 3 D 3 2008
 DM7254_MARK LOGO: NJGS
 DM7254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7254+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 DM7254
 DM7254  HISTORY     - Date     Condition        Report By
 DM7254  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7254
 DM7254                          STATION DESCRIPTION
 DM7254
 DM7254'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7254'THE STATION IS LOCATED IN MEDFORD TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7254'NORTH CORNER OF THE WEST RETAINING WALL FOR THE LAKE COTOXEN SPILLWAY
 DM7254'DAM ON THE NORTH SIDE OF CHURCH ROAD AT MILE POST 15 IN THE KIRBYS
 DM7254'MILLING HISTORICAL SITE AT THE CROSSROAD JUNCTION OF CHURCH ROAD AND
 DM7254'FOSTERTOWN ROAD.
 DM7254'
 DM7254'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7254'ROUTE 70, AT THE RED LION CIRCLE, GO 3.7 MI (6.0 KM) WEST ON ROUTE 70
 DM7254'TO THE JUNCTION WITH EAYERSTOWN ROAD, TURN RIGHT AND GO 1.25 MI (2.0
 DM7254'KM) NORTH TO THE JUNCTION WITH CHURCH ROAD, TURN LEFT AND GO 0.5 MI
 DM7254'(0.8 KM) WEST-SOUTHWEST TO THE DAM SPILLWAY AND STATION ON THE RIGHT.
 DM7254'
 DM7254'THE STATION IS 340.0 FT (103.6 M) EAST OF THE CENTERLINE OF FOSTERTOWN
 DM7254'ROAD, 51.6 FT (15.7 M) NORTH OF THE CENTERLINE OF CHURCH ROAD, 2.0 FT
 DM7254'(0.6 M) SOUTHWEST OF THE INSIDE CORNER OF THE METAL FENCE ON THE WEST
 DM7254'SIDE OF THE SPILLWAY AND THE SOUTH SIDE OF THE CREEK, 38.0 FT (11.6 M)
 DM7254'NORTHEAST OF POLE NUMBER 60756MF, 10.0 FT (3.0 M) NORTH OF THE CENTER
 DM7254'OF THE GATE ON THE WEST SIDE OF THE SPILLWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3797 ***********************************************************************
 DS3797  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3797  DESIGNATION -  3 D 4
 DS3797  PID         -  DS3797
 DS3797  STATE/COUNTY-  NJ/BURLINGTON
 DS3797  COUNTRY     -  US
 DS3797  USGS QUAD   -  BROWNS MILLS (2019)
 DS3797
 DS3797                         *CURRENT SURVEY CONTROL
 DS3797  ______________________________________________________________________
 DS3797* NAD 83(2011) POSITION- 39 56 51.67116(N) 074 32 43.20998(W)   ADJUSTED
 DS3797* NAD 83(2011) ELLIP HT-    -9.511 (meters)        (07/29/25)   ADJUSTED
 DS3797* NAD 83(2011) EPOCH   -  2010.00
 DS3797* NAVD 88 ORTHO HEIGHT -    23.17  (meters)       76.0   (feet) GPS OBS
 DS3797  ______________________________________________________________________
 DS3797  GEOID HEIGHT    -        -32.679 (meters)                     GEOID18
 DS3797  NAD 83(2011) X  -  1,304,780.656 (meters)                     COMP
 DS3797  NAD 83(2011) Y  - -4,719,384.859 (meters)                     COMP
 DS3797  NAD 83(2011) Z  -  4,073,528.122 (meters)                     COMP
 DS3797  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 DS3797
 DS3797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3797  Standards:
 DS3797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3797  -------------------------------------------------------------------
 DS3797  NETWORK    0.55   1.06           0.25   0.19   0.54     -0.19403641
 DS3797  -------------------------------------------------------------------
 DS3797  Click here for local accuracies and other accuracy information.
 DS3797
 DS3797.The horizontal coordinates were established by GPS observations
 DS3797.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3797
 DS3797.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3797.frame has been affixed to the stable North American tectonic plate 
 DS3797
 DS3797.The horizontal coordinates are valid at the epoch date displayed above
 DS3797.which is a decimal equivalence of Year/Month/Day.
 DS3797
 DS3797.The orthometric height was determined by GPS observations and a
 DS3797.high-resolution geoid model using precise GPS observation and
 DS3797.processing techniques.
 DS3797
 DS3797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3797.GEOID18 height accuracy estimate available here.
 DS3797
 DS3797.Click photographs - Photos may exist for this station.
 DS3797
 DS3797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3797
 DS3797.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3797
 DS3797.The ellipsoidal height was determined by GPS observations
 DS3797.and is referenced to NAD 83.
 DS3797
 DS3797. The following values were computed from the NAD 83(2011) position.
 DS3797
 DS3797;                    North         East     Units Scale Factor Converg.
 DS3797;SPC NJ       -   123,707.382   146,126.010   MT  0.99990018   -0 01 44.8
 DS3797;SPC NJ       -   405,863.30    479,415.08   sFT  0.99990018   -0 01 44.8
 DS3797;UTM  18      - 4,422,049.900   538,839.646   MT  0.99961857   +0 17 31.0
 DS3797
 DS3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3797!SPC NJ       -   1.00000149  x   0.99990018  =   0.99990167
 DS3797!UTM  18      -   1.00000149  x   0.99961857  =   0.99962006
 DS3797
 DS3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3883922049(NAD 83)
 DS3797
 DS3797                          SUPERSEDED SURVEY CONTROL
 DS3797
 DS3797.No superseded survey control is available for this station.
 DS3797
 DS3797_MARKER: DD = SURVEY DISK
 DS3797_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DS3797_SP_SET: CONCRETE RETAINING WALL
 DS3797_STAMPING: 3 D 4 2025
 DS3797_MARK LOGO: NJGS
 DS3797_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3797+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2025
 DS3797
 DS3797  HISTORY     - Date     Condition        Report By
 DS3797  HISTORY     - 20250430 MONUMENTED       NJGS
 DS3797
 DS3797                          STATION DESCRIPTION
 DS3797
 DS3797'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3797'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHWEST OF WOODMANSIE,
 DS3797'2.6 MI (4.2 KM) SOUTHEAST OF BROWNS MILLS AND 2.4 MI (3.9 KM) EAST OF
 DS3797'BROWNS MILLS JUNCTION, IN PEMBERTON TOWNSHIP, IN COUNTY LAKE ESTATE
 DS3797'COMPLEX.
 DS3797'
 DS3797'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE HIGHWAY 70
 DS3797'AND COUNTY ROUTE 539, GO 4.8 MI (7.7 KM) WEST ON NEW JERSEY STATE
 DS3797'HIGHWAY 70 TO THE T-JUNCTION WITH LAKHURST ROAD (COUNTY ROUTE 530).
 DS3797'TURN RIGHT AND GO 3.35 MI (5.39 KM) WEST ON LAKEHURST ROAD TO THE
 DS3797'T-JUNCTION WITH CHOCTAW DRIVE.  TURN LEFT AND GO 0.5 MI (0.8 KM) SOUTH
 DS3797'ON CHOCTAW DRIVE TO THE STATION ON THE LEFT.
 DS3797'
 DS3797'THE STATION IS SET IN A DRILL HOLE IN 1.5 FT (0.5 M) THICK CONCRETE
 DS3797'RETAINING WALL THAT JOINS THE BRIDGE OVER COUNTY LAKE ABUTMENT RUNNING
 DS3797'EAST-WEST.  THE STATION IS SET AT THE EAST END OF THE RETAINING WALL
 DS3797'WHICH JOINS A 11 FT (3.4 M) X 11 FT (3.4 M) CONCRETE VALVE STRUCTURE
 DS3797'WITH RAILS AND GRATES TO DRAIN LAKE.
 DS3797'
 DS3797'THE STATION IS 0.5 OF THE NORTH FACE OF THE RETAINING WALL, 16.25 FT
 DS3797'(5.0 M) NORTHWEST OF THE APEX OF THE EAST END OF THE WALL, 28.25 FT
 DS3797'(8.6 M) EAST OF THE SOUTHEAST END OF THE PARAPET WALL, 29.75 FT (9.1
 DS3797'M) NORTHEAST OF A GAS VALVE THAT HAS A YELLOW WARNING MARKER NEXT TO
 DS3797'THE VALVE, 206 FT (62.8 M) NORTH OF POLE NUMBER 67303 JC203578.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6651 ***********************************************************************
 KV6651  DESIGNATION -  3 E 1
 KV6651  PID         -  KV6651
 KV6651  STATE/COUNTY-  NJ/BURLINGTON
 KV6651  COUNTRY     -  US
 KV6651  USGS QUAD   -  BEVERLY (2016)
 KV6651
 KV6651                         *CURRENT SURVEY CONTROL
 KV6651  ______________________________________________________________________
 KV6651* NAD 83(1986) POSITION- 40 02 47.27   (N) 074 55 39.18   (W)   HD_HELD1
 KV6651* NAVD 88 ORTHO HEIGHT -     6.277 (meters)       20.59  (feet) ADJUSTED
 KV6651  ______________________________________________________________________
 KV6651  GEOID HEIGHT    -        -32.879 (meters)                     GEOID18
 KV6651  DYNAMIC HEIGHT  -          6.274 (meters)       20.58  (feet) COMP
 KV6651  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 KV6651
 KV6651  VERT ORDER      -  SECOND    CLASS I
 KV6651
 KV6651.The horizontal coordinates were determined by differentially corrected
 KV6651.hand held GPS observations or other comparable positioning techniques
 KV6651.and have an estimated accuracy of +/- 3 meters.
 KV6651
 KV6651.The orthometric height was determined by differential leveling and
 KV6651.adjusted by the NATIONAL GEODETIC SURVEY
 KV6651.in January 1994.
 KV6651
 KV6651.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6651.GEOID18 height accuracy estimate available here.
 KV6651
 KV6651.Click photographs - Photos may exist for this station.
 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       -   134,760.6     113,518.2     MT  (+/- 3 meters HH1 GPS) 
 KV6651
 KV6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0618032916(NAD 83)
 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
 KV6651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6651.See file dsdata.pdf to determine how the superseded data were derived.
 KV6651
 KV6651_MARKER: DD = SURVEY DISK
 KV6651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6651_STAMPING: 3 E 1 1991
 KV6651_MARK LOGO: NJGS
 KV6651_PROJECTION: FLUSH
 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 - October 16, 2025
 KV6651
 KV6651  HISTORY     - Date     Condition        Report By
 KV6651  HISTORY     - 1991     MONUMENTED       NJGS
 KV6651  HISTORY     - 20070310 GOOD             UE
 KV6651  HISTORY     - 20251016 GOOD             AAAS
 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.
 KV6651
 KV6651                          STATION RECOVERY (2007)
 KV6651
 KV6651'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV6651'RECOVERED IN GOOD CONDITION.
 KV6651
 KV6651                          STATION RECOVERY (2025)
 KV6651
 KV6651'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6706 ***********************************************************************
 AB6706  DESIGNATION -  3 E 2
 AB6706  PID         -  AB6706
 AB6706  STATE/COUNTY-  NJ/BURLINGTON
 AB6706  COUNTRY     -  US
 AB6706  USGS QUAD   -  WOODMANSIE (2019)
 AB6706
 AB6706                         *CURRENT SURVEY CONTROL
 AB6706  ______________________________________________________________________
 AB6706* NAD 83(1986) POSITION- 39 51 26.4    (N) 074 28 48.2    (W)   HD_HELD2
 AB6706* NAVD 88 ORTHO HEIGHT -    51.489 (meters)      168.93  (feet) ADJUSTED
 AB6706  ______________________________________________________________________
 AB6706  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 AB6706  DYNAMIC HEIGHT  -         51.465 (meters)      168.85  (feet) COMP
 AB6706  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 AB6706
 AB6706  VERT ORDER      -  SECOND    CLASS I
 AB6706
 AB6706.The horizontal coordinates were established by autonomous hand held GPS
 AB6706.observations and have an estimated accuracy of +/- 10 meters.
 AB6706
 AB6706.The orthometric height was determined by differential leveling and
 AB6706.adjusted by the NATIONAL GEODETIC SURVEY
 AB6706.in September 1996.
 AB6706
 AB6706.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6706.GEOID18 height accuracy estimate available here.
 AB6706
 AB6706.Click photographs - Photos may exist for this station.
 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       -   113,675.      151,707.      MT  (+/- 10 meters HH2 GPS)
 AB6706
 AB6706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4447412052(NAD 83)
 AB6706
 AB6706                          SUPERSEDED SURVEY CONTROL
 AB6706
 AB6706.No superseded survey control is available for this station.
 AB6706
 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: RECESSED 3 CENTIMETERS
 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 - January 01, 2015
 AB6706
 AB6706  HISTORY     - Date     Condition        Report By
 AB6706  HISTORY     - 1995     MONUMENTED       NJGS
 AB6706  HISTORY     - 19980101 GOOD             STEWRT
 AB6706  HISTORY     - 20020608 GOOD             INDIV
 AB6706  HISTORY     - 20150101 GOOD             GEOCAC
 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.
 AB6706
 AB6706                          STATION RECOVERY (2015)
 AB6706
 AB6706'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 AB6706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9756 ***********************************************************************
 AI9756  DESIGNATION -  3 E 2
 AI9756  PID         -  AI9756
 AI9756  STATE/COUNTY-  NJ/BURLINGTON
 AI9756  COUNTRY     -  US
 AI9756  USGS QUAD   -  BRISTOL (2019)
 AI9756
 AI9756                         *CURRENT SURVEY CONTROL
 AI9756  ______________________________________________________________________
 AI9756* NAD 83(1986) POSITION- 40 04 30.     (N) 074 52 10.     (W)   SCALED
 AI9756* NAVD 88 ORTHO HEIGHT -     3.426 (meters)       11.24  (feet) ADJUSTED
 AI9756  ______________________________________________________________________
 AI9756  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 AI9756  DYNAMIC HEIGHT  -          3.425 (meters)       11.24  (feet) COMP
 AI9756  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 AI9756
 AI9756  VERT ORDER      -  FIRST     CLASS II
 AI9756
 AI9756.The horizontal coordinates were scaled from a map and have
 AI9756.an estimated accuracy of +/- 6 seconds.
 AI9756
 AI9756.The orthometric height was determined by differential leveling and
 AI9756.adjusted by the NATIONAL GEODETIC SURVEY
 AI9756.in March 2001.
 AI9756
 AI9756.No vertical observational check was made to the station.
 AI9756
 AI9756.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9756.GEOID18 height accuracy estimate available here.
 AI9756
 AI9756.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK111360(NAD 83)
 AI9756
 AI9756                          SUPERSEDED SURVEY CONTROL
 AI9756
 AI9756.No superseded survey control is available for this station.
 AI9756
 AI9756_MARKER: DB = BENCH MARK DISK
 AI9756_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9756+WITH SETTING: PAVEMENT
 AI9756_SP_SET: WATER TOWER BASE
 AI9756_STAMPING: 3 E 2 1998
 AI9756_MARK LOGO: USGS
 AI9756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9756+STABILITY: SURFACE MOTION
 AI9756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9756+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 AI9756
 AI9756  HISTORY     - Date     Condition        Report By
 AI9756  HISTORY     - 1998     MONUMENTED       NJGS
 AI9756  HISTORY     - 20080404 GOOD             INDIV
 AI9756  HISTORY     - 20080428 GOOD             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.
 AI9756
 AI9756                          STATION RECOVERY (2008)
 AI9756
 AI9756'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JPT)
 AI9756'RECOVERED IN GOOD CONDITION.
 AI9756
 AI9756                          STATION RECOVERY (2008)
 AI9756
 AI9756'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AI9756'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7255 ***********************************************************************
 DM7255  DESIGNATION -  3 E 3
 DM7255  PID         -  DM7255
 DM7255  STATE/COUNTY-  NJ/BURLINGTON
 DM7255  COUNTRY     -  US
 DM7255  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7255
 DM7255                         *CURRENT SURVEY CONTROL
 DM7255  ______________________________________________________________________
 DM7255* NAD 83(1986) POSITION- 39 54 31.     (N) 074 48 08.     (W)   SCALED
 DM7255* NAVD 88 ORTHO HEIGHT -    16.149 (meters)       52.98  (feet) ADJUSTED
 DM7255  ______________________________________________________________________
 DM7255  GEOID HEIGHT    -        -32.714 (meters)                     GEOID18
 DM7255  DYNAMIC HEIGHT  -         16.142 (meters)       52.96  (feet) COMP
 DM7255  MODELED GRAVITY -    980,190.1   (mgal)                       NAVD 88
 DM7255
 DM7255  VERT ORDER      -  FIRST     CLASS II
 DM7255
 DM7255.The horizontal coordinates were scaled from a map and have
 DM7255.an estimated accuracy of +/- 6 seconds.
 DM7255
 DM7255.The orthometric height was determined by differential leveling and
 DM7255.adjusted by the NATIONAL GEODETIC SURVEY
 DM7255.in May 2011.
 DM7255
 DM7255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7255.GEOID18 height accuracy estimate available here.
 DM7255
 DM7255.Click photographs - Photos may exist for this station.
 DM7255
 DM7255.The dynamic height is computed by dividing the NAVD 88
 DM7255.geopotential number by the normal gravity value computed on the
 DM7255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7255.degrees latitude (g = 980.6199 gals.).
 DM7255
 DM7255.The modeled gravity was interpolated from observed gravity values.
 DM7255
 DM7255;                    North         East    Units  Estimated Accuracy
 DM7255;SPC NJ       -   119,410.      124,160.      MT  (+/- 180 meters Scaled)
 DM7255
 DM7255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK169176(NAD 83)
 DM7255
 DM7255                          SUPERSEDED SURVEY CONTROL
 DM7255
 DM7255.No superseded survey control is available for this station.
 DM7255
 DM7255_MARKER: DD = SURVEY DISK
 DM7255_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7255_SP_SET: ACCESS CHAMBER BASE
 DM7255_STAMPING: 3 E 3 2008
 DM7255_MARK LOGO: NJGS
 DM7255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7255+STABILITY: SURFACE MOTION
 DM7255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7255+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 DM7255
 DM7255  HISTORY     - Date     Condition        Report By
 DM7255  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7255
 DM7255                          STATION DESCRIPTION
 DM7255
 DM7255'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7255'THE STATION IS LOCATED IN MEDFORD TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7255'SOUTHWEST CORNER OF A BASE OF AN ACCESS CHAMBER TO A TELEPHONE UTILITY
 DM7255'CHAMBER NUMBER 54254 ON THE WEST SIDE OF EAYERSTOWN ROAD.
 DM7255'
 DM7255'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7255'ROUTE 70, AT THE RED LION CIRCLE, GO 3.7 MI (6.0 KM) WEST ON ROUTE 70
 DM7255'TO THE JUNCTION WITH EAYERSTOWN ROAD, TURN RIGHT AND GO 0.5 MI (0.8
 DM7255'KM) NORTH ON EAYERSTOWN ROAD TO THE STATION ON THE LEFT.
 DM7255'
 DM7255'THE STATION IS 535.0 FT (163.1 M) SOUTH OF THE CENTERLINE OF NEW
 DM7255'FREEDOM ROAD, 59.0 FT (18.0 M) WEST OF THE CENTERLINE OF EAYERSTOWN
 DM7255'ROAD, 287.0 FT (87.5 M) NORTH OF THE CENTERLINE OF TOLKIEN PLACE
 DM7255'(ENTRANCE ROAD TO MEDFORD CHASE), 8.0 FT (2.4 M) EAST OF A WOODEN
 DM7255'RETAINING WALL, 140.0 FT (42.7 M) WEST-SOUTHWEST AND ACROSS THE ROAD
 DM7255'FROM POLE NUMBER 64589MF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6653 ***********************************************************************
 KV6653  DESIGNATION -  3 F 1
 KV6653  PID         -  KV6653
 KV6653  STATE/COUNTY-  NJ/BURLINGTON
 KV6653  COUNTRY     -  US
 KV6653  USGS QUAD   -  BEVERLY (2016)
 KV6653
 KV6653                         *CURRENT SURVEY CONTROL
 KV6653  ______________________________________________________________________
 KV6653* NAD 83(1986) POSITION- 40 01 55.28   (N) 074 55 39.78   (W)   HD_HELD1
 KV6653* NAVD 88 ORTHO HEIGHT -     3.303 (meters)       10.84  (feet) ADJUSTED
 KV6653  ______________________________________________________________________
 KV6653  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 KV6653  DYNAMIC HEIGHT  -          3.301 (meters)       10.83  (feet) COMP
 KV6653  MODELED GRAVITY -    980,195.1   (mgal)                       NAVD 88
 KV6653
 KV6653  VERT ORDER      -  SECOND    CLASS I
 KV6653
 KV6653.The horizontal coordinates were determined by differentially corrected
 KV6653.hand held GPS observations or other comparable positioning techniques
 KV6653.and have an estimated accuracy of +/- 3 meters.
 KV6653
 KV6653.The orthometric height was determined by differential leveling and
 KV6653.adjusted by the NATIONAL GEODETIC SURVEY
 KV6653.in January 1994.
 KV6653
 KV6653.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6653.GEOID18 height accuracy estimate available here.
 KV6653
 KV6653.Click photographs - Photos may exist for this station.
 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       -   133,157.3     113,496.3     MT  (+/- 3 meters HH1 GPS) 
 KV6653
 KV6653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0616731313(NAD 83)
 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
 KV6653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6653.See file dsdata.pdf to determine how the superseded data were derived.
 KV6653
 KV6653_MARKER: DD = SURVEY DISK
 KV6653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6653_STAMPING: 3 F 1 1991
 KV6653_MARK LOGO: NJGS
 KV6653_PROJECTION: FLUSH
 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 - October 16, 2025
 KV6653
 KV6653  HISTORY     - Date     Condition        Report By
 KV6653  HISTORY     - 1991     MONUMENTED       NJGS
 KV6653  HISTORY     - 19981208 GOOD             NJGS
 KV6653  HISTORY     - 20070315 GOOD             UE
 KV6653  HISTORY     - 20251016 GOOD             AAAS
 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.
 KV6653
 KV6653                          STATION RECOVERY (2007)
 KV6653
 KV6653'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV6653'RECOVERED IN GOOD CONDITION.
 KV6653
 KV6653                          STATION RECOVERY (2025)
 KV6653
 KV6653'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6458 ***********************************************************************
 DK6458  DESIGNATION -  3 F 2
 DK6458  PID         -  DK6458
 DK6458  STATE/COUNTY-  NJ/BURLINGTON
 DK6458  COUNTRY     -  US
 DK6458  USGS QUAD   -  BRISTOL (2019)
 DK6458
 DK6458                         *CURRENT SURVEY CONTROL
 DK6458  ______________________________________________________________________
 DK6458* NAD 83(1986) POSITION- 40 06 51.     (N) 074 45 56.     (W)   SCALED
 DK6458* NAVD 88 ORTHO HEIGHT -    12.607 (meters)       41.36  (feet) ADJUSTED
 DK6458  ______________________________________________________________________
 DK6458  GEOID HEIGHT    -        -32.809 (meters)                     GEOID18
 DK6458  DYNAMIC HEIGHT  -         12.602 (meters)       41.35  (feet) COMP
 DK6458  MODELED GRAVITY -    980,196.0   (mgal)                       NAVD 88
 DK6458
 DK6458  VERT ORDER      -  FIRST     CLASS II
 DK6458
 DK6458.The horizontal coordinates were scaled from a map and have
 DK6458.an estimated accuracy of +/- 6 seconds.
 DK6458
 DK6458.The orthometric height was determined by differential leveling and
 DK6458.adjusted by the NATIONAL GEODETIC SURVEY
 DK6458.in February 2010.
 DK6458
 DK6458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6458.GEOID18 height accuracy estimate available here.
 DK6458
 DK6458.Click photographs - Photos may exist for this station.
 DK6458
 DK6458.The dynamic height is computed by dividing the NAVD 88
 DK6458.geopotential number by the normal gravity value computed on the
 DK6458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6458.degrees latitude (g = 980.6199 gals.).
 DK6458
 DK6458.The modeled gravity was interpolated from observed gravity values.
 DK6458
 DK6458;                    North         East    Units  Estimated Accuracy
 DK6458;SPC NJ       -   142,220.      127,360.      MT  (+/- 180 meters Scaled)
 DK6458
 DK6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK199404(NAD 83)
 DK6458
 DK6458                          SUPERSEDED SURVEY CONTROL
 DK6458
 DK6458.No superseded survey control is available for this station.
 DK6458
 DK6458_MARKER: DD = SURVEY DISK
 DK6458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK6458_SP_SET: LARGE SIGN BASE
 DK6458_STAMPING: 3 F 2 2006
 DK6458_MARK LOGO: NJGS
 DK6458_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6458+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK6458
 DK6458  HISTORY     - Date     Condition        Report By
 DK6458  HISTORY     - 20060830 MONUMENTED       NJGS
 DK6458
 DK6458                          STATION DESCRIPTION
 DK6458
 DK6458'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6458'THE STATION IS LOCATED IN MANSFIELD TOWNSHIP, SET IN A DRILL HOLE IN
 DK6458'THE SOUTHWEST CORNER OF THE BASE OF A LARGE ELECTRICAL SIGN (RED
 DK6458'SIGNAL AHEAD) FOR THE SOUTHBOUND LANES OF U.S. ROUTE 130.  THE STATION
 DK6458'IS ABOUT 0.25 MI (0.4 KM) NORTH OF THE JUNCTION WITH HORNBERGER
 DK6458'AVENUE.
 DK6458'
 DK6458'THE STATION IS 25.4 FT (7.7 M) NORTH OF THE CENTERLINE OF ROUTE 130,
 DK6458'11.3 FT (3.4 M) NORTHEAST OF POLE NUMBER 62749MA, 186.0 FT (56.7 M)
 DK6458'EAST OF THE NORTH GATE FOR THE ST.  NICHOLAS GREEK CATHOLIC CEMETERY,
 DK6458'117.1 FT (35.7 M) WEST OF POLE NUMBER 62117MA, 27.0 FT (8.2 M) WEST OF
 DK6458'THE CENTERLINE EXTENDED OF TEMPLE AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7256 ***********************************************************************
 DM7256  DESIGNATION -  3 F 3
 DM7256  PID         -  DM7256
 DM7256  STATE/COUNTY-  NJ/BURLINGTON
 DM7256  COUNTRY     -  US
 DM7256  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7256
 DM7256                         *CURRENT SURVEY CONTROL
 DM7256  ______________________________________________________________________
 DM7256* NAD 83(1986) POSITION- 39 54 16.     (N) 074 48 19.     (W)   SCALED
 DM7256* NAVD 88 ORTHO HEIGHT -    19.558 (meters)       64.17  (feet) ADJUSTED
 DM7256  ______________________________________________________________________
 DM7256  GEOID HEIGHT    -        -32.721 (meters)                     GEOID18
 DM7256  DYNAMIC HEIGHT  -         19.549 (meters)       64.14  (feet) COMP
 DM7256  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 DM7256
 DM7256  VERT ORDER      -  FIRST     CLASS II
 DM7256
 DM7256.The horizontal coordinates were scaled from a map and have
 DM7256.an estimated accuracy of +/- 6 seconds.
 DM7256
 DM7256.The orthometric height was determined by differential leveling and
 DM7256.adjusted by the NATIONAL GEODETIC SURVEY
 DM7256.in May 2011.
 DM7256
 DM7256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7256.GEOID18 height accuracy estimate available here.
 DM7256
 DM7256.Click photographs - Photos may exist for this station.
 DM7256
 DM7256.The dynamic height is computed by dividing the NAVD 88
 DM7256.geopotential number by the normal gravity value computed on the
 DM7256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7256.degrees latitude (g = 980.6199 gals.).
 DM7256
 DM7256.The modeled gravity was interpolated from observed gravity values.
 DM7256
 DM7256;                    North         East    Units  Estimated Accuracy
 DM7256;SPC NJ       -   118,950.      123,900.      MT  (+/- 180 meters Scaled)
 DM7256
 DM7256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK166171(NAD 83)
 DM7256
 DM7256                          SUPERSEDED SURVEY CONTROL
 DM7256
 DM7256.No superseded survey control is available for this station.
 DM7256
 DM7256_MARKER: DD = SURVEY DISK
 DM7256_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7256_SP_SET: CURB
 DM7256_STAMPING: 3 F 3 2008
 DM7256_MARK LOGO: NJGS
 DM7256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7256+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 DM7256
 DM7256  HISTORY     - Date     Condition        Report By
 DM7256  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7256
 DM7256                          STATION DESCRIPTION
 DM7256
 DM7256'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7256'THE STATION IS LOCATED IN MEDFORD TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7256'CURB IN THE ENTRANCE DRIVEWAY TO THE WAWA STORE FROM EAYERSTOWN ROAD.
 DM7256'
 DM7256'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7256'ROUTE 70, AT THE RED LION CIRCLE, GO 3.7 MI (6.0 KM) WEST ON ROUTE 70
 DM7256'TO THE JUNCTION WITH EAYERSTOWN ROAD.  TURN RIGHT AND GO 0.1 MI (0.2
 DM7256'KM) NORTH ON EAYERSTOWN ROAD TO THE DRIVEWAY AND STATION ON THE RIGHT.
 DM7256'THE STATION IS 68.0 FT (20.7 M) EAST OF THE CENTERLINE OF EAYERSTOWN
 DM7256'ROAD, 27.1 FT (8.3 M) SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 26.5 FT
 DM7256'(8.1 M) EAST OF THE EAST LEG OF THE WAWA SIGN, 18.5 FT (5.6 M)
 DM7256'SOUTHEAST OF A LIGHT POLE, 65.5 FT (20.0 M) WEST OF THE WEST GAS
 DM7256'ISLAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AB6729  USGS QUAD   -  WOODMANSIE (2019)
 AB6729
 AB6729                         *CURRENT SURVEY CONTROL
 AB6729  ______________________________________________________________________
 AB6729* NAD 83(2011) POSITION- 39 50 52.51970(N) 074 29 31.48702(W)   ADJUSTED
 AB6729* NAD 83(2011) ELLIP HT-    13.466 (meters)        (06/27/12)   ADJUSTED
 AB6729* NAD 83(2011) EPOCH   -  2010.00
 AB6729* NAVD 88 ORTHO HEIGHT -    46.336 (meters)      152.02  (feet) ADJUSTED
 AB6729  ______________________________________________________________________
 AB6729  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 AB6729  NAD 83(2011) X  -  1,311,071.164 (meters)                     COMP
 AB6729  NAD 83(2011) Y  - -4,725,033.418 (meters)                     COMP
 AB6729  NAD 83(2011) Z  -  4,065,044.624 (meters)                     COMP
 AB6729  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 AB6729  DYNAMIC HEIGHT  -         46.315 (meters)      151.95  (feet) COMP
 AB6729  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 AB6729
 AB6729  VERT ORDER      -  SECOND    CLASS I
 AB6729
 AB6729  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6729  Standards:
 AB6729         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6729            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6729  -------------------------------------------------------------------
 AB6729  NETWORK    0.31   0.59           0.14   0.11   0.30      0.01127002
 AB6729  -------------------------------------------------------------------
 AB6729  Click here for local accuracies and other accuracy information.
 AB6729
 AB6729.The horizontal coordinates were established by GPS observations
 AB6729.and adjusted by the National Geodetic Survey in June 2012.
 AB6729
 AB6729.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6729.been affixed to the stable North American tectonic plate. See 
 AB6729.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6729
 AB6729.The horizontal coordinates are valid at the epoch date displayed above
 AB6729.which is a decimal equivalence of Year/Month/Day.
 AB6729
 AB6729.The orthometric height was determined by differential leveling and
 AB6729.adjusted by the NATIONAL GEODETIC SURVEY
 AB6729.in September 1996.
 AB6729
 AB6729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6729.GEOID18 height accuracy estimate available here.
 AB6729
 AB6729.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB6729
 AB6729.The ellipsoidal height was determined by GPS observations
 AB6729.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AB6729
 AB6729;                    North         East     Units Scale Factor Converg.
 AB6729;SPC NJ       -   112,630.439   150,677.773   MT  0.99990001   +0 00 18.3
 AB6729;SPC NJ       -   369,521.70    494,348.66   sFT  0.99990001   +0 00 18.3
 AB6729;UTM  18      - 4,411,001.695   543,452.053   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4345211001(NAD 83)
 AB6729
 AB6729                          SUPERSEDED SURVEY CONTROL
 AB6729
 AB6729  NAD 83(2007)-  39 50 52.52009(N)    074 29 31.48774(W) AD(2002.00) 0
 AB6729  ELLIP H (02/10/07)   13.474  (m)                       GP(2002.00)    
 AB6729  ELLIP H (09/24/01)   13.482  (m)                       GP(       ) 4 1
 AB6729  NAD 83(1996)-  39 50 52.51937(N)    074 29 31.48760(W) AD(       ) B
 AB6729  NAD 83(1992)-  39 50 52.51937(N)    074 29 31.48760(W) AD(       ) 1
 AB6729  ELLIP H (12/16/96)   13.441  (m)                       GP(       ) 2 1
 AB6729  NAVD 88              46.34   (m)          152.0    (f) LEVELING    3  
 AB6729
 AB6729.Superseded values are not recommended for survey control.
 AB6729
 AB6729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6729.See file dsdata.pdf to determine how the superseded data were derived.
 AB6729
 AB6729_MARKER: DD = SURVEY DISK
 AB6729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6729_SP_SET: 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 19, 2017
 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  HISTORY     - 20150102 GOOD             GEOCAC
 AB6729  HISTORY     - 20160408 GOOD             NJGS
 AB6729  HISTORY     - 20170319 GOOD             PBCONS
 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.
 AB6729
 AB6729                          STATION RECOVERY (2015)
 AB6729
 AB6729'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 AB6729'RECOVERED IN GOOD CONDITION.
 AB6729
 AB6729                          STATION RECOVERY (2016)
 AB6729
 AB6729'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 AB6729'RECOVERED IN GOOD CONDITION.
 AB6729
 AB6729                          STATION RECOVERY (2017)
 AB6729
 AB6729'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 AB6729'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6456 ***********************************************************************
 DK6456  DESIGNATION -  3 G 2
 DK6456  PID         -  DK6456
 DK6456  STATE/COUNTY-  NJ/BURLINGTON
 DK6456  COUNTRY     -  US
 DK6456  USGS QUAD   -  BRISTOL (2019)
 DK6456
 DK6456                         *CURRENT SURVEY CONTROL
 DK6456  ______________________________________________________________________
 DK6456* NAD 83(1986) POSITION- 40 06 55.     (N) 074 45 37.     (W)   SCALED
 DK6456* NAVD 88 ORTHO HEIGHT -    13.685 (meters)       44.90  (feet) ADJUSTED
 DK6456  ______________________________________________________________________
 DK6456  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 DK6456  DYNAMIC HEIGHT  -         13.680 (meters)       44.88  (feet) COMP
 DK6456  MODELED GRAVITY -    980,196.2   (mgal)                       NAVD 88
 DK6456
 DK6456  VERT ORDER      -  FIRST     CLASS II
 DK6456
 DK6456.The horizontal coordinates were scaled from a map and have
 DK6456.an estimated accuracy of +/- 6 seconds.
 DK6456
 DK6456.The orthometric height was determined by differential leveling and
 DK6456.adjusted by the NATIONAL GEODETIC SURVEY
 DK6456.in February 2010.
 DK6456
 DK6456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6456.GEOID18 height accuracy estimate available here.
 DK6456
 DK6456.Click photographs - Photos may exist for this station.
 DK6456
 DK6456.The dynamic height is computed by dividing the NAVD 88
 DK6456.geopotential number by the normal gravity value computed on the
 DK6456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6456.degrees latitude (g = 980.6199 gals.).
 DK6456
 DK6456.The modeled gravity was interpolated from observed gravity values.
 DK6456
 DK6456;                    North         East    Units  Estimated Accuracy
 DK6456;SPC NJ       -   142,350.      127,810.      MT  (+/- 180 meters Scaled)
 DK6456
 DK6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK204405(NAD 83)
 DK6456
 DK6456                          SUPERSEDED SURVEY CONTROL
 DK6456
 DK6456.No superseded survey control is available for this station.
 DK6456
 DK6456_MARKER: DD = SURVEY DISK
 DK6456_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK6456_SP_SET: RETAINING WALL
 DK6456_STAMPING: 3 G 2 2006
 DK6456_MARK LOGO: NJGS
 DK6456_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6456+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DK6456
 DK6456  HISTORY     - Date     Condition        Report By
 DK6456  HISTORY     - 20060830 MONUMENTED       NJGS
 DK6456
 DK6456                          STATION DESCRIPTION
 DK6456
 DK6456'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6456'THE STATION IS LOCATED IN MANSFIELD TOWNSHIP, SET IN A DRILL HOLE IN
 DK6456'THE THE WEST ANGLE POINT OF THE RETAINING WALL CAP FOR A NEWLY
 DK6456'CONSTRUCTED BRIDGE SPANNING THE ABANDONED OLD RAILROAD IN KINKORA.
 DK6456'THE WALL IS FOR THE NORTHBOUND LANES OF U.S. ROUTE 130.
 DK6456'
 DK6456'THE STATION IS 28.0 FT (8.5 M) SOUTHWEST OF POLE NUMBER 62124, 113.4
 DK6456'FT (34.6 M) EAST OF POLE NUMBER 899, 7.2 FT (2.2 M) SOUTH OF THE GUIDE
 DK6456'RAIL FOR THE NORTHBOUND LANES, 2.0 FT (0.6 M) SOUTH AND BEHIND A 6 FT
 DK6456'(1.8 M) CHAINLINK FENCE WITH A WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7257 ***********************************************************************
 DM7257  DESIGNATION -  3 G 3
 DM7257  PID         -  DM7257
 DM7257  STATE/COUNTY-  NJ/BURLINGTON
 DM7257  COUNTRY     -  US
 DM7257  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7257
 DM7257                         *CURRENT SURVEY CONTROL
 DM7257  ______________________________________________________________________
 DM7257* NAD 83(1986) POSITION- 39 54 01.13   (N) 074 47 38.28   (W)   HD_HELD1
 DM7257* NAVD 88 ORTHO HEIGHT -     8.977 (meters)       29.45  (feet) ADJUSTED
 DM7257  ______________________________________________________________________
 DM7257  GEOID HEIGHT    -        -32.727 (meters)                     GEOID18
 DM7257  DYNAMIC HEIGHT  -          8.973 (meters)       29.44  (feet) COMP
 DM7257  MODELED GRAVITY -    980,189.0   (mgal)                       NAVD 88
 DM7257
 DM7257  VERT ORDER      -  FIRST     CLASS II
 DM7257
 DM7257.The horizontal coordinates were determined by differentially corrected
 DM7257.hand held GPS observations or other comparable positioning techniques
 DM7257.and have an estimated accuracy of +/- 3 meters.
 DM7257
 DM7257.The orthometric height was determined by differential leveling and
 DM7257.adjusted by the NATIONAL GEODETIC SURVEY
 DM7257.in May 2011.
 DM7257
 DM7257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7257.GEOID18 height accuracy estimate available here.
 DM7257
 DM7257.Click photographs - Photos may exist for this station.
 DM7257
 DM7257.The dynamic height is computed by dividing the NAVD 88
 DM7257.geopotential number by the normal gravity value computed on the
 DM7257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7257.degrees latitude (g = 980.6199 gals.).
 DM7257
 DM7257.The modeled gravity was interpolated from observed gravity values.
 DM7257
 DM7257;                    North         East    Units  Estimated Accuracy
 DM7257;SPC NJ       -   118,488.4     124,863.1     MT  (+/- 3 meters HH1 GPS) 
 DM7257
 DM7257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1761216713(NAD 83)
 DM7257
 DM7257                          SUPERSEDED SURVEY CONTROL
 DM7257
 DM7257.No superseded survey control is available for this station.
 DM7257
 DM7257_MARKER: DD = SURVEY DISK
 DM7257_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7257_SP_SET: CULVERT WING WALL
 DM7257_STAMPING: 3 G 3 2008
 DM7257_MARK LOGO: NJGS
 DM7257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7257+STABILITY: SURFACE MOTION
 DM7257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7257+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2022
 DM7257
 DM7257  HISTORY     - Date     Condition        Report By
 DM7257  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7257  HISTORY     - 20220713 GOOD             NJGS
 DM7257
 DM7257                          STATION DESCRIPTION
 DM7257
 DM7257'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7257'THE STATION IS LOCATED IN MEDFORD TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7257'SOUTH CORNER OF THE WEST ABUTMENT WING WALL OF THE NJ ROUTE 70 CULVERT
 DM7257'(STRUCTURE NUMBER 0310-151, MILEPOST 15.58) OVER A CREEK.
 DM7257'
 DM7257'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7257'ROUTE 70, AT THE RED LION CIRCLE, GO 3.1 MI (5.0 KM) WEST ON ROUTE 70
 DM7257'TO THE STATION ON THE LEFT.
 DM7257'
 DM7257'THE STATION IS 29.3 FT (8.9 M) SOUTH OF THE CENTERLINE OF ROUTE 70,
 DM7257'8.0 FT (2.4 M) WEST OF THE CENTER OF THE CULVERT, 1.5 FT (0.5 M) SOUTH
 DM7257'OF THE WEST CONCRETE BALUSTRADE END RAIL.
 DM7257
 DM7257                          STATION RECOVERY (2022)
 DM7257
 DM7257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8734 ***********************************************************************
 AB8734  DESIGNATION -  3 H 1
 AB8734  PID         -  AB8734
 AB8734  STATE/COUNTY-  NJ/BURLINGTON
 AB8734  COUNTRY     -  US
 AB8734  USGS QUAD   -  COLUMBUS (2016)
 AB8734
 AB8734                         *CURRENT SURVEY CONTROL
 AB8734  ______________________________________________________________________
 AB8734* NAD 83(2011) POSITION- 40 04 31.30319(N) 074 39 38.65040(W)   ADJUSTED
 AB8734* NAD 83(2011) ELLIP HT-    -5.010 (meters)        (06/27/12)   ADJUSTED
 AB8734* NAD 83(2011) EPOCH   -  2010.00
 AB8734* NAVD 88 ORTHO HEIGHT -    27.6   (meters)       91.    (feet) GPS OBS
 AB8734  ______________________________________________________________________
 AB8734  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8734  GEOID HEIGHT    -        -32.864 (meters)                     GEOID93
 AB8734  GEOID HEIGHT    -        -32.570 (meters)                     GEOID18
 AB8734  NAD 83(2011) X  -  1,292,862.434 (meters)                     COMP
 AB8734  NAD 83(2011) Y  - -4,713,216.669 (meters)                     COMP
 AB8734  NAD 83(2011) Z  -  4,084,388.950 (meters)                     COMP
 AB8734  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 AB8734
 AB8734  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8734  Standards:
 AB8734         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8734            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8734  -------------------------------------------------------------------
 AB8734  NETWORK    0.37   0.74           0.17   0.13   0.38     -0.02478334
 AB8734  -------------------------------------------------------------------
 AB8734  Click here for local accuracies and other accuracy information.
 AB8734
 AB8734.The horizontal coordinates were established by GPS observations
 AB8734.and adjusted by the National Geodetic Survey in June 2012.
 AB8734
 AB8734.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8734.been affixed to the stable North American tectonic plate. See 
 AB8734.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8734
 AB8734.The horizontal coordinates are valid at the epoch date displayed above
 AB8734.which is a decimal equivalence of Year/Month/Day.
 AB8734
 AB8734.The orthometric height was determined by GPS observations and a
 AB8734.high-resolution geoid model.
 AB8734
 AB8734.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8734.GEOID18 height accuracy estimate available here.
 AB8734
 AB8734.Click photographs - Photos may exist for this station.
 AB8734
 AB8734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8734
 AB8734.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8734
 AB8734.The ellipsoidal height was determined by GPS observations
 AB8734.and is referenced to NAD 83.
 AB8734
 AB8734. The following values were computed from the NAD 83(2011) position.
 AB8734
 AB8734;                    North         East     Units Scale Factor Converg.
 AB8734;SPC NJ       -   137,893.798   136,290.583   MT  0.99990231   -0 06 12.5
 AB8734;SPC NJ       -   452,406.57    447,146.69   sFT  0.99990231   -0 06 12.5
 AB8734;UTM  18      - 4,436,176.855   528,927.622   MT  0.99961030   +0 13 06.3
 AB8734
 AB8734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8734!SPC NJ       -   1.00000079  x   0.99990231  =   0.99990310
 AB8734!UTM  18      -   1.00000079  x   0.99961030  =   0.99961109
 AB8734
 AB8734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2892736176(NAD 83)
 AB8734
 AB8734                          SUPERSEDED SURVEY CONTROL
 AB8734
 AB8734  NAD 83(2007)-  40 04 31.30362(N)    074 39 38.65105(W) AD(2002.00) 0
 AB8734  ELLIP H (02/10/07)   -5.004  (m)                       GP(2002.00)    
 AB8734  ELLIP H (10/23/02)   -4.975  (m)                       GP(       ) 4 1
 AB8734  NAD 83(1996)-  40 04 31.30350(N)    074 39 38.65105(W) AD(       ) 1
 AB8734  ELLIP H (05/14/99)   -4.987  (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)   -5.020  (m)                       GP(       ) 2 1
 AB8734
 AB8734.Superseded values are not recommended for survey control.
 AB8734
 AB8734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8734.See file dsdata.pdf to determine how the superseded data were derived.
 AB8734
 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_PROJECTION: FLUSH
 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 - August 21, 2019
 AB8734
 AB8734  HISTORY     - Date     Condition        Report By
 AB8734  HISTORY     - 1995     MONUMENTED       TWT
 AB8734  HISTORY     - 20190821 GOOD             NJGS
 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.
 AB8734
 AB8734                          STATION RECOVERY (2019)
 AB8734
 AB8734'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 AB8734'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7221 ***********************************************************************
 DM7221  DESIGNATION -  3 H 2
 DM7221  PID         -  DM7221
 DM7221  STATE/COUNTY-  NJ/BURLINGTON
 DM7221  COUNTRY     -  US
 DM7221  USGS QUAD   -  BRISTOL (2019)
 DM7221
 DM7221                         *CURRENT SURVEY CONTROL
 DM7221  ______________________________________________________________________
 DM7221* NAD 83(1986) POSITION- 40 03 01.     (N) 074 51 04.     (W)   SCALED
 DM7221* NAVD 88 ORTHO HEIGHT -    23.670 (meters)       77.66  (feet) ADJUSTED
 DM7221  ______________________________________________________________________
 DM7221  GEOID HEIGHT    -        -32.780 (meters)                     GEOID18
 DM7221  DYNAMIC HEIGHT  -         23.659 (meters)       77.62  (feet) COMP
 DM7221  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 DM7221
 DM7221  VERT ORDER      -  FIRST     CLASS II
 DM7221
 DM7221.The horizontal coordinates were scaled from a map and have
 DM7221.an estimated accuracy of +/- 6 seconds.
 DM7221
 DM7221.The orthometric height was determined by differential leveling and
 DM7221.adjusted by the NATIONAL GEODETIC SURVEY
 DM7221.in May 2011.
 DM7221
 DM7221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7221.GEOID18 height accuracy estimate available here.
 DM7221
 DM7221.Click photographs - Photos may exist for this station.
 DM7221
 DM7221.The dynamic height is computed by dividing the NAVD 88
 DM7221.geopotential number by the normal gravity value computed on the
 DM7221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7221.degrees latitude (g = 980.6199 gals.).
 DM7221
 DM7221.The modeled gravity was interpolated from observed gravity values.
 DM7221
 DM7221;                    North         East    Units  Estimated Accuracy
 DM7221;SPC NJ       -   135,160.      120,040.      MT  (+/- 180 meters Scaled)
 DM7221
 DM7221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK126333(NAD 83)
 DM7221
 DM7221                          SUPERSEDED SURVEY CONTROL
 DM7221
 DM7221.No superseded survey control is available for this station.
 DM7221
 DM7221_MARKER: DD = SURVEY DISK
 DM7221_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM7221+WITH SETTING: PAVEMENT
 DM7221_SP_SET: TRAFFIC SIGNAL BASE
 DM7221_STAMPING: 3 H 2 2008
 DM7221_MARK LOGO: NJGS
 DM7221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7221+STABILITY: SURFACE MOTION
 DM7221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7221+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM7221
 DM7221  HISTORY     - Date     Condition        Report By
 DM7221  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7221
 DM7221                          STATION DESCRIPTION
 DM7221
 DM7221'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7221'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7221'THE EAST CORNER OF A TRAFFIC SIGNAL BASE ON THE SOUTHWEST CORNER OF
 DM7221'THE JUNCTION OF SUNSET ROAD (COUNTY ROAD 634) AND RANCOCAS ROAD
 DM7221'(COUNTY ROAD 635).
 DM7221'
 DM7221'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 (NORTH BOUND
 DM7221'LANES) AND HIGH STREET (COUNTY ROAD 541) GO 0.75 MI (1.2 KM) SOUTHEAST
 DM7221'ON HIGH STREET TO THE WYE JUNCTION WITH RANCOCAS ROAD.  TURN TO THE
 DM7221'RIGHT AND GO 0.7 MI (1.1 KM) SOUTH TO THE STATION ON THE RIGHT.
 DM7221'
 DM7221'THE STATION IS 44.4 FT (13.5 M) SOUTHEAST OF POLE NUMBER 61778BT, 34.0
 DM7221'FT (10.4 M) NORTHWEST OF POLE NUMBER 7-60, 6.9 FT (2.1 M) SOUTHWEST
 DM7221'AND RADIAL TO THE CURB, 34.5 FT (10.5 M) WEST OF THE CENTERLINE OF
 DM7221'RANCOCAS ROAD, 62.5 FT (19.1 M) SOUTH OF THE CENTERLINE OF SUNSET
 DM7221'ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7258 ***********************************************************************
 DM7258  DESIGNATION -  3 H 3
 DM7258  PID         -  DM7258
 DM7258  STATE/COUNTY-  NJ/BURLINGTON
 DM7258  COUNTRY     -  US
 DM7258  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7258
 DM7258                         *CURRENT SURVEY CONTROL
 DM7258  ______________________________________________________________________
 DM7258* NAD 83(1986) POSITION- 39 53 54.     (N) 074 47 18.     (W)   SCALED
 DM7258* NAVD 88 ORTHO HEIGHT -    11.510 (meters)       37.76  (feet) ADJUSTED
 DM7258  ______________________________________________________________________
 DM7258  GEOID HEIGHT    -        -32.730 (meters)                     GEOID18
 DM7258  DYNAMIC HEIGHT  -         11.505 (meters)       37.75  (feet) COMP
 DM7258  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 DM7258
 DM7258  VERT ORDER      -  FIRST     CLASS II
 DM7258
 DM7258.The horizontal coordinates were scaled from a map and have
 DM7258.an estimated accuracy of +/- 6 seconds.
 DM7258
 DM7258.The orthometric height was determined by differential leveling and
 DM7258.adjusted by the NATIONAL GEODETIC SURVEY
 DM7258.in May 2011.
 DM7258
 DM7258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7258.GEOID18 height accuracy estimate available here.
 DM7258
 DM7258.Click photographs - Photos may exist for this station.
 DM7258
 DM7258.The dynamic height is computed by dividing the NAVD 88
 DM7258.geopotential number by the normal gravity value computed on the
 DM7258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7258.degrees latitude (g = 980.6199 gals.).
 DM7258
 DM7258.The modeled gravity was interpolated from observed gravity values.
 DM7258
 DM7258;                    North         East    Units  Estimated Accuracy
 DM7258;SPC NJ       -   118,270.      125,340.      MT  (+/- 180 meters Scaled)
 DM7258
 DM7258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK180164(NAD 83)
 DM7258
 DM7258                          SUPERSEDED SURVEY CONTROL
 DM7258
 DM7258.No superseded survey control is available for this station.
 DM7258
 DM7258_MARKER: DD = SURVEY DISK
 DM7258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7258_SP_SET: DAM RETAINING WALL
 DM7258_STAMPING: 3 H 3 2008
 DM7258_MARK LOGO: NJGS
 DM7258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7258+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 DM7258
 DM7258  HISTORY     - Date     Condition        Report By
 DM7258  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7258
 DM7258                          STATION DESCRIPTION
 DM7258
 DM7258'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7258'THE STATION IS LOCATED IN SOUTHAMPTOM TOWNSHIP, SET IN A DRILL HOLE IN
 DM7258'THE WEST END OF THE EAST RETAINING WALL OF THE DAM SPILLWAY-ABUTMENT
 DM7258'FOR THE NJ ROUTE 70 BRIDGE SPANNING LITTLE CREEK (STRUCTURE NUMBER
 DM7258'0310-152, MILEPOST 15.92).
 DM7258'
 DM7258'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7258'ROUTE 70, AT THE RED LION CIRCLE, GO 2.6 MI (4.2 KM) WEST ON ROUTE 70
 DM7258'TO THE STATION ON THE LEFT.
 DM7258'
 DM7258'THE STATION IS 17.0 FT (5.2 M) SOUTH OF THE CENTERLINE OF ROUTE 70,
 DM7258'81.3 FT (24.8 M) WEST OF POLE NUMBER A60607SH, 76.2 FT (23.2 M) EAST
 DM7258'OF POLE NUMBER 61294MF, 16.3 FT (5.0 M) WEST OF THE EAST END OF THE
 DM7258'RETAINING WALL, 3.6 FT (1.1 M) WEST OF THE EAST END OF THE RETAINING
 DM7258'WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8732 ***********************************************************************
 AB8732  DESIGNATION -  3 J 1
 AB8732  PID         -  AB8732
 AB8732  STATE/COUNTY-  NJ/BURLINGTON
 AB8732  COUNTRY     -  US
 AB8732  USGS QUAD   -  BROWNS MILLS (2019)
 AB8732
 AB8732                         *CURRENT SURVEY CONTROL
 AB8732  ______________________________________________________________________
 AB8732* NAD 83(2011) POSITION- 39 58 01.91532(N) 074 34 42.74968(W)   ADJUSTED
 AB8732* NAD 83(2011) ELLIP HT-   -14.301 (meters)        (06/27/12)   ADJUSTED
 AB8732* NAD 83(2011) EPOCH   -  2010.00
 AB8732* NAVD 88 ORTHO HEIGHT -    18.3   (meters)       60.    (feet) GPS OBS
 AB8732  ______________________________________________________________________
 AB8732  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8732  GEOID HEIGHT    -        -32.891 (meters)                     GEOID93
 AB8732  GEOID HEIGHT    -        -32.626 (meters)                     GEOID18
 AB8732  NAD 83(2011) X  -  1,301,674.374 (meters)                     COMP
 AB8732  NAD 83(2011) Y  - -4,718,795.424 (meters)                     COMP
 AB8732  NAD 83(2011) Z  -  4,075,185.728 (meters)                     COMP
 AB8732  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 AB8732
 AB8732  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8732  Standards:
 AB8732         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8732            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8732  -------------------------------------------------------------------
 AB8732  NETWORK    0.27   0.53           0.12   0.10   0.27      0.04084604
 AB8732  -------------------------------------------------------------------
 AB8732  Click here for local accuracies and other accuracy information.
 AB8732
 AB8732.The horizontal coordinates were established by GPS observations
 AB8732.and adjusted by the National Geodetic Survey in June 2012.
 AB8732
 AB8732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8732.been affixed to the stable North American tectonic plate. See 
 AB8732.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8732
 AB8732.The horizontal coordinates are valid at the epoch date displayed above
 AB8732.which is a decimal equivalence of Year/Month/Day.
 AB8732
 AB8732.The orthometric height was determined by GPS observations and a
 AB8732.high-resolution geoid model.
 AB8732
 AB8732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8732.GEOID18 height accuracy estimate available here.
 AB8732
 AB8732.Click photographs - Photos may exist for this station.
 AB8732
 AB8732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8732
 AB8732.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8732
 AB8732.The ellipsoidal height was determined by GPS observations
 AB8732.and is referenced to NAD 83.
 AB8732
 AB8732. The following values were computed from the NAD 83(2011) position.
 AB8732
 AB8732;                    North         East     Units Scale Factor Converg.
 AB8732;SPC NJ       -   125,875.656   143,290.494   MT  0.99990055   -0 03 01.6
 AB8732;SPC NJ       -   412,977.05    470,112.23   sFT  0.99990055   -0 03 01.6
 AB8732;UTM  18      - 4,424,201.640   535,992.830   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3599224201(NAD 83)
 AB8732
 AB8732                          SUPERSEDED SURVEY CONTROL
 AB8732
 AB8732  NAD 83(2007)-  39 58 01.91573(N)    074 34 42.75033(W) AD(2002.00) 0
 AB8732  ELLIP H (02/10/07)  -14.295  (m)                       GP(2002.00)    
 AB8732  ELLIP H (10/23/02)  -14.269  (m)                       GP(       ) 4 1
 AB8732  NAD 83(1996)-  39 58 01.91555(N)    074 34 42.75033(W) AD(       ) 1
 AB8732  ELLIP H (05/14/99)  -14.283  (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)  -14.315  (m)                       GP(       ) 2 1
 AB8732
 AB8732.Superseded values are not recommended for survey control.
 AB8732
 AB8732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8732.See file dsdata.pdf to determine how the superseded data were derived.
 AB8732
 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_PROJECTION: RECESSED 8 CENTIMETERS
 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 - July 08, 2019
 AB8732
 AB8732  HISTORY     - Date     Condition        Report By
 AB8732  HISTORY     - 1995     MONUMENTED       TWT
 AB8732  HISTORY     - 20190708 GOOD             NJGS
 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.
 AB8732
 AB8732                          STATION RECOVERY (2019)
 AB8732
 AB8732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 AB8732'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7246 ***********************************************************************
 DM7246  DESIGNATION -  3 J 2
 DM7246  PID         -  DM7246
 DM7246  STATE/COUNTY-  NJ/BURLINGTON
 DM7246  COUNTRY     -  US
 DM7246  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7246
 DM7246                         *CURRENT SURVEY CONTROL
 DM7246  ______________________________________________________________________
 DM7246* NAD 83(1986) POSITION- 39 57 02.     (N) 074 48 43.     (W)   SCALED
 DM7246* NAVD 88 ORTHO HEIGHT -    14.353 (meters)       47.09  (feet) ADJUSTED
 DM7246  ______________________________________________________________________
 DM7246  GEOID HEIGHT    -        -32.671 (meters)                     GEOID18
 DM7246  DYNAMIC HEIGHT  -         14.346 (meters)       47.07  (feet) COMP
 DM7246  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 DM7246
 DM7246  VERT ORDER      -  FIRST     CLASS II
 DM7246
 DM7246.The horizontal coordinates were scaled from a map and have
 DM7246.an estimated accuracy of +/- 6 seconds.
 DM7246
 DM7246.The orthometric height was determined by differential leveling and
 DM7246.adjusted by the NATIONAL GEODETIC SURVEY
 DM7246.in May 2011.
 DM7246
 DM7246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7246.GEOID18 height accuracy estimate available here.
 DM7246
 DM7246.Click photographs - Photos may exist for this station.
 DM7246
 DM7246.The dynamic height is computed by dividing the NAVD 88
 DM7246.geopotential number by the normal gravity value computed on the
 DM7246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7246.degrees latitude (g = 980.6199 gals.).
 DM7246
 DM7246.The modeled gravity was interpolated from observed gravity values.
 DM7246
 DM7246;                    North         East    Units  Estimated Accuracy
 DM7246;SPC NJ       -   124,070.      123,350.      MT  (+/- 180 meters Scaled)
 DM7246
 DM7246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK160222(NAD 83)
 DM7246
 DM7246                          SUPERSEDED SURVEY CONTROL
 DM7246
 DM7246.No superseded survey control is available for this station.
 DM7246
 DM7246_MARKER: DD = SURVEY DISK
 DM7246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7246_SP_SET: TRANSMISSION TOWER BASE
 DM7246_STAMPING: 3 J 2 2008
 DM7246_MARK LOGO: NJGS
 DM7246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7246+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM7246
 DM7246  HISTORY     - Date     Condition        Report By
 DM7246  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7246
 DM7246                          STATION DESCRIPTION
 DM7246
 DM7246'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7246'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7246'THE WEST TOWER LEG BASE FOR A HIGH-VOLTAGE TRANSMISSION LINE TOWER
 DM7246'(NUMBER 52) ON THE SOUTHEAST SIDE OF MAIN STREET (COUNTY ROAD 541).
 DM7246'
 DM7246'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 DM7246'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 DM7246'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 DM7246'STREET.  TURN RIGHT AND GO 1.65 MI (2.7 KM) SOUTH ON MAIN STREET TO
 DM7246'THE STATION ON THE LEFT.
 DM7246'
 DM7246'THE STATION IS ABOUT 50 FT (15.2 M) SOUTHWEST OF THE CENTERLINE
 DM7246'EXTENDED OF DAFFODIL LANE, 49.0 FT (14.9 M) NORTH OF THE CENTERLINE OF
 DM7246'AN ACCESS ROAD LEADING TO A SUBSTATION, 103.5 FT (31.5 M)
 DM7246'EAST-SOUTHEAST OF THE CENTERLINE OF MAIN STREET, 34.6 FT (10.5 M)
 DM7246'NORTH OF POLE NUMBER PS1719, 68.8 FT (21.0 M) EAST OF POLE NUMBER
 DM7246'PS1476LM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7259 ***********************************************************************
 DM7259  DESIGNATION -  3 J 3
 DM7259  PID         -  DM7259
 DM7259  STATE/COUNTY-  NJ/BURLINGTON
 DM7259  COUNTRY     -  US
 DM7259  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7259
 DM7259                         *CURRENT SURVEY CONTROL
 DM7259  ______________________________________________________________________
 DM7259* NAD 83(1986) POSITION- 39 53 43.     (N) 074 46 45.     (W)   SCALED
 DM7259* NAVD 88 ORTHO HEIGHT -    10.491 (meters)       34.42  (feet) ADJUSTED
 DM7259  ______________________________________________________________________
 DM7259  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 DM7259  DYNAMIC HEIGHT  -         10.486 (meters)       34.40  (feet) COMP
 DM7259  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 DM7259
 DM7259  VERT ORDER      -  FIRST     CLASS II
 DM7259
 DM7259.The horizontal coordinates were scaled from a map and have
 DM7259.an estimated accuracy of +/- 6 seconds.
 DM7259
 DM7259.The orthometric height was determined by differential leveling and
 DM7259.adjusted by the NATIONAL GEODETIC SURVEY
 DM7259.in May 2011.
 DM7259
 DM7259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7259.GEOID18 height accuracy estimate available here.
 DM7259
 DM7259.Click photographs - Photos may exist for this station.
 DM7259
 DM7259.The dynamic height is computed by dividing the NAVD 88
 DM7259.geopotential number by the normal gravity value computed on the
 DM7259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7259.degrees latitude (g = 980.6199 gals.).
 DM7259
 DM7259.The modeled gravity was interpolated from observed gravity values.
 DM7259
 DM7259;                    North         East    Units  Estimated Accuracy
 DM7259;SPC NJ       -   117,930.      126,130.      MT  (+/- 180 meters Scaled)
 DM7259
 DM7259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK188161(NAD 83)
 DM7259
 DM7259                          SUPERSEDED SURVEY CONTROL
 DM7259
 DM7259.No superseded survey control is available for this station.
 DM7259
 DM7259_MARKER: DD = SURVEY DISK
 DM7259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7259_SP_SET: ABUTMENT BACKWALL
 DM7259_STAMPING: 3 J 3 2008
 DM7259_MARK LOGO: NJGS
 DM7259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7259+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 DM7259
 DM7259  HISTORY     - Date     Condition        Report By
 DM7259  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7259
 DM7259                          STATION DESCRIPTION
 DM7259
 DM7259'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7259'THE STATION IS LOCATED IN SOUTHAMPTOM TOWNSHIP, SET IN A DRILL HOLE IN
 DM7259'THE SOUTH END OF THE EAST ABUTMENT BACK WALL FOR THE NJ ROUTE 70
 DM7259'BRIDGE SPANNING BEAR SWAMP CREEK (STRUCTURE NUMBER 0310-153, MILEPOST
 DM7259'16.44).
 DM7259'
 DM7259'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7259'ROUTE 70, AT THE RED LION CIRCLE, GO 2.1 MI (3.4 KM) WEST ON ROUTE 70
 DM7259'TO THE STATION ON THE LEFT.
 DM7259'
 DM7259'THE STATION IS 30.5 FT (9.3 M) SOUTH OF THE CENTERLINE OF ROUTE 70,
 DM7259'63.6 FT (19.4 M) EAST OF POLE NUMBER 63271SH, 103.0 FT (31.4 M) WEST
 DM7259'OF POLE NUMBER 60619SH, 12.0 FT (3.7 M) EAST OF THE CENTER OF THE
 DM7259'BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AB6732  USGS QUAD   -  PEMBERTON (2019)
 AB6732
 AB6732                         *CURRENT SURVEY CONTROL
 AB6732  ______________________________________________________________________
 AB6732* NAD 83(2011) POSITION- 39 57 52.93229(N) 074 39 07.60652(W)   ADJUSTED
 AB6732* NAD 83(2011) ELLIP HT-   -17.450 (meters)        (06/27/12)   ADJUSTED
 AB6732* NAD 83(2011) EPOCH   -  2010.00
 AB6732* NAVD 88 ORTHO HEIGHT -    15.182 (meters)       49.81  (feet) ADJUSTED
 AB6732  ______________________________________________________________________
 AB6732  GEOID HEIGHT    -        -32.616 (meters)                     GEOID18
 AB6732  NAD 83(2011) X  -  1,295,660.541 (meters)                     COMP
 AB6732  NAD 83(2011) Y  - -4,720,632.255 (meters)                     COMP
 AB6732  NAD 83(2011) Z  -  4,074,971.359 (meters)                     COMP
 AB6732  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 AB6732  DYNAMIC HEIGHT  -         15.175 (meters)       49.79  (feet) COMP
 AB6732  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 AB6732
 AB6732  VERT ORDER      -  SECOND    CLASS II
 AB6732
 AB6732  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6732  Standards:
 AB6732         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6732            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6732  -------------------------------------------------------------------
 AB6732  NETWORK    0.29   0.53           0.13   0.10   0.27     -0.04499377
 AB6732  -------------------------------------------------------------------
 AB6732  Click here for local accuracies and other accuracy information.
 AB6732
 AB6732.The horizontal coordinates were established by GPS observations
 AB6732.and adjusted by the National Geodetic Survey in June 2012.
 AB6732
 AB6732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6732.been affixed to the stable North American tectonic plate. See 
 AB6732.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6732
 AB6732.The horizontal coordinates are valid at the epoch date displayed above
 AB6732.which is a decimal equivalence of Year/Month/Day.
 AB6732
 AB6732.The orthometric height was determined by differential leveling and
 AB6732.adjusted by the NATIONAL GEODETIC SURVEY
 AB6732.in September 1996.
 AB6732
 AB6732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6732.GEOID18 height accuracy estimate available here.
 AB6732
 AB6732.Click photographs - Photos may exist for this station.
 AB6732
 AB6732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6732
 AB6732.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6732
 AB6732.The ellipsoidal height was determined by GPS observations
 AB6732.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AB6732
 AB6732;                    North         East     Units Scale Factor Converg.
 AB6732;SPC NJ       -   125,606.748   137,005.102   MT  0.99990208   -0 05 51.7
 AB6732;SPC NJ       -   412,094.81    449,490.91   sFT  0.99990208   -0 05 51.7
 AB6732;UTM  18      - 4,423,897.591   529,710.853   MT  0.99961087   +0 13 24.4
 AB6732
 AB6732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6732!SPC NJ       -   1.00000274  x   0.99990208  =   0.99990482
 AB6732!UTM  18      -   1.00000274  x   0.99961087  =   0.99961361
 AB6732
 AB6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2971023897(NAD 83)
 AB6732
 AB6732                          SUPERSEDED SURVEY CONTROL
 AB6732
 AB6732  NAD 83(2007)-  39 57 52.93269(N)    074 39 07.60720(W) AD(2002.00) 0
 AB6732  ELLIP H (02/10/07)  -17.442  (m)                       GP(2002.00)    
 AB6732  ELLIP H (09/24/01)  -17.394  (m)                       GP(       ) 4 1
 AB6732  NAD 83(1996)-  39 57 52.93197(N)    074 39 07.60712(W) AD(       ) B
 AB6732  NAD 83(1992)-  39 57 52.93197(N)    074 39 07.60712(W) AD(       ) 1
 AB6732  ELLIP H (12/16/96)  -17.460  (m)                       GP(       ) 2 1
 AB6732  NAVD 88              15.18   (m)           49.8    (f) LEVELING    3  
 AB6732
 AB6732.Superseded values are not recommended for survey control.
 AB6732
 AB6732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6732.See file dsdata.pdf to determine how the superseded data were derived.
 AB6732
 AB6732_MARKER: F = FLANGE-ENCASED 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6732+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2025
 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  HISTORY     - 20080707 GOOD             NJGS
 AB6732  HISTORY     - 20160416 GOOD             NJGS
 AB6732  HISTORY     - 20250424 GOOD             NJGS
 AB6732  HISTORY     - 20250429 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.
 AB6732
 AB6732                          STATION RECOVERY (2008)
 AB6732
 AB6732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AB6732'RECOVERED AS DESCRIBED.
 AB6732
 AB6732                          STATION RECOVERY (2016)
 AB6732
 AB6732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AB6732'RECOVERED IN GOOD CONDITION.
 AB6732
 AB6732                          STATION RECOVERY (2025)
 AB6732
 AB6732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MS)
 AB6732'CORRECTION, MARK IS 71.5 FT (21.8 M) NORTHEAST FROM A TWO LIGHT
 AB6732'ALUMINUM LIGHT POLE# 59L2, NOT #59L1 AS PREVIOUSLY DESCRIBED.  IN
 AB6732'ADDITION, THE LEFT FIELD FOUL POLE HAS BEEN REMOVED AND NO LONGER A
 AB6732'VALID TIE.  NEW TIE, 230.0 FT (70.1 M) NORTHWEST FROM A CALL BOX ON
 AB6732'GRASS ISLAND OF PARKING LOT.
 AB6732
 AB6732                          STATION RECOVERY (2025)
 AB6732
 AB6732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 AB6732'THE MARK IS LOCATED ABOUT 3.7 MI (6.0 KM) WEST OF BROWNS MILLS, 3.5 MI
 AB6732'(5.6 KM) WEST-NORTHWEST OF BROWNS MILLS JUNCTION AND 1.7 MI (2.7 KM)
 AB6732'EAST-SOUTHEAST OF PEMBERTON, IN PEMBERTON TOWNSHIP.
 AB6732'
 AB6732'THE STATION IS AT THE FORMER SITE OF THE THE BURLINGTON COUNTY
 AB6732'COLLEGE, WHICH IS NOW ABANDONED.
 AB6732'
 AB6732'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 206 AND
 AB6732'COUNTY ROAD 530, GO EAST ON COUNTY ROAD 530 FOR 2.7 MI (4.3 KM) TO THE
 AB6732'INTERSECTION WITH HANOVER STREET, COUNTY ROAD 616 AND THE PEMBERTON
 AB6732'BYPASS.  CONTINUE AHEAD, EAST ON THE PEMBERTON BYPASS, COUNTY ROAD 530
 AB6732'FOR 2.0 MI (3.2 KM) TO A PAVED ROAD ON THE RIGHT AT THE WEST ENTRANCE
 AB6732'TO THE FORMER BURLINGTON COUNTY COLLEGE.  TURN RIGHT AND GO 0.05 MI
 AB6732'(0.08 KM) TO THE FIRST ENTRANCE DRIVE ON THE LEFT LEADING TO THE
 AB6732'PARKING LOT.  TURN LEFT AND GO ABOUT 100 FT (30.5 M) TO THE STATION ON
 AB6732'THE LEFT, SET NEAR THE NORTHEAST EDGE OF THE PAVED PARKING LOT.
 AB6732'
 AB6732'THE STATION IS 7.0 FT (2.1 M) NORTHEAST FROM THE NORTHEAST PAVED EDGE
 AB6732'OF THE PARKING LOT, 59.6 FT (18.2 M) EAST OF THE NORTHWEST CORNER OF
 AB6732'THE PARKING LOT, 71.5 FT (21.8 M) NORTHEAST FROM A TWO LIGHT ALUMINUM
 AB6732'STREET LIGHT POLE NUMBER 59L1, 47.3 FT (14.4 M) SOUTHEAST FROM THE
 AB6732'CENTERLINE OF THE ENTRANCE DRIVE EXTENDED LEADING INTO THE PARKING
 AB6732'LOT, 57.4 FT (17.5 M) NORTHEAST FROM THE NORTHEAST NOSE OF A CONCRETE
 AB6732'TRAFFIC ISLAND IN THE PARKING LOT, 1 FT (0.3 M) SOUTH OF A INSTALLED
 AB6732'METAL SIGN AND POST.
 AB6732'
 AB6732'THE BASEBALL FIELD FENCING IS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7223 ***********************************************************************
 DM7223  DESIGNATION -  3 K 2
 DM7223  PID         -  DM7223
 DM7223  STATE/COUNTY-  NJ/BURLINGTON
 DM7223  COUNTRY     -  US
 DM7223  USGS QUAD   -  BRISTOL (2019)
 DM7223
 DM7223                         *CURRENT SURVEY CONTROL
 DM7223  ______________________________________________________________________
 DM7223* NAD 83(1986) POSITION- 40 02 14.28   (N) 074 51 04.69   (W)   HD_HELD1
 DM7223* NAVD 88 ORTHO HEIGHT -    15.498 (meters)       50.85  (feet) ADJUSTED
 DM7223  ______________________________________________________________________
 DM7223  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 DM7223  DYNAMIC HEIGHT  -         15.492 (meters)       50.83  (feet) COMP
 DM7223  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 DM7223
 DM7223  VERT ORDER      -  FIRST     CLASS II
 DM7223
 DM7223.The horizontal coordinates were determined by differentially corrected
 DM7223.hand held GPS observations or other comparable positioning techniques
 DM7223.and have an estimated accuracy of +/- 3 meters.
 DM7223
 DM7223.The orthometric height was determined by differential leveling and
 DM7223.adjusted by the NATIONAL GEODETIC SURVEY
 DM7223.in May 2011.
 DM7223
 DM7223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7223.GEOID18 height accuracy estimate available here.
 DM7223
 DM7223.Click photographs - Photos may exist for this station.
 DM7223
 DM7223.The dynamic height is computed by dividing the NAVD 88
 DM7223.geopotential number by the normal gravity value computed on the
 DM7223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7223.degrees latitude (g = 980.6199 gals.).
 DM7223
 DM7223.The modeled gravity was interpolated from observed gravity values.
 DM7223
 DM7223;                    North         East    Units  Estimated Accuracy
 DM7223;SPC NJ       -   133,714.7     120,020.2     MT  (+/- 3 meters HH1 GPS) 
 DM7223
 DM7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1268531907(NAD 83)
 DM7223
 DM7223                          SUPERSEDED SURVEY CONTROL
 DM7223
 DM7223.No superseded survey control is available for this station.
 DM7223
 DM7223_MARKER: DD = SURVEY DISK
 DM7223_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7223_SP_SET: ELECTRICAL JUNCTION BOX
 DM7223_STAMPING: 3 K 2 2008
 DM7223_MARK LOGO: NJGS
 DM7223_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7223+STABILITY: SURFACE MOTION
 DM7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7223+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2022
 DM7223
 DM7223  HISTORY     - Date     Condition        Report By
 DM7223  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7223  HISTORY     - 20221128 GOOD             NJGS
 DM7223
 DM7223                          STATION DESCRIPTION
 DM7223
 DM7223'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7223'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7223'THE NORTHEAST CORNER OF A RECTANGULAR ELECTRICAL JUNCTION BOX ON THE
 DM7223'SOUTHEAST CORNER OF RANCOCAS ROAD AND ELBOW LANE.
 DM7223'
 DM7223'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 (NORTH BOUND
 DM7223'LANES) AND HIGH STREET (COUNTY ROAD 541) GO 0.75 MI (1.2 KM) SOUTHEAST
 DM7223'ON HIGH STREET TO THE WYE JUNCTION WITH RANCOCAS ROAD (COUNTY ROAD
 DM7223'635).  TURN TO THE RIGHT AND GO 1.6 MI (2.6 KM) SOUTH TO THE STATION
 DM7223'ON THE LEFT.
 DM7223'
 DM7223'THE STATION IS 31.8 FT (9.7 M) SOUTH OF THE CENTERLINE OF ELBOW LANE,
 DM7223'48.5 FT (14.8 M) EAST OF THE CENTERLINE OF RANCOCAS ROAD, 4.5 FT (1.4
 DM7223'M) SOUTH OF THE CURB, 12.5 FT (3.8 M) EAST-NORTHEAST OF POLE NUMBER
 DM7223'62410, 75.5 FT (23.0 M) WEST-SOUTHWEST OF POLE NUMBER 42411.
 DM7223
 DM7223                          STATION RECOVERY (2022)
 DM7223
 DM7223'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7260 ***********************************************************************
 DM7260  DESIGNATION -  3 K 3
 DM7260  PID         -  DM7260
 DM7260  STATE/COUNTY-  NJ/BURLINGTON
 DM7260  COUNTRY     -  US
 DM7260  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7260
 DM7260                         *CURRENT SURVEY CONTROL
 DM7260  ______________________________________________________________________
 DM7260* NAD 83(1986) POSITION- 39 53 27.27   (N) 074 45 49.94   (W)   HD_HELD1
 DM7260* NAVD 88 ORTHO HEIGHT -    13.074 (meters)       42.89  (feet) ADJUSTED
 DM7260  ______________________________________________________________________
 DM7260  GEOID HEIGHT    -        -32.741 (meters)                     GEOID18
 DM7260  DYNAMIC HEIGHT  -         13.068 (meters)       42.87  (feet) COMP
 DM7260  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 DM7260
 DM7260  VERT ORDER      -  FIRST     CLASS II
 DM7260
 DM7260.The horizontal coordinates were determined by differentially corrected
 DM7260.hand held GPS observations or other comparable positioning techniques
 DM7260.and have an estimated accuracy of +/- 3 meters.
 DM7260
 DM7260.The orthometric height was determined by differential leveling and
 DM7260.adjusted by the NATIONAL GEODETIC SURVEY
 DM7260.in May 2011.
 DM7260
 DM7260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7260.GEOID18 height accuracy estimate available here.
 DM7260
 DM7260.Click photographs - Photos may exist for this station.
 DM7260
 DM7260.The dynamic height is computed by dividing the NAVD 88
 DM7260.geopotential number by the normal gravity value computed on the
 DM7260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7260.degrees latitude (g = 980.6199 gals.).
 DM7260
 DM7260.The modeled gravity was interpolated from observed gravity values.
 DM7260
 DM7260;                    North         East    Units  Estimated Accuracy
 DM7260;SPC NJ       -   117,436.1     127,433.4     MT  (+/- 3 meters HH1 GPS) 
 DM7260
 DM7260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2018715675(NAD 83)
 DM7260
 DM7260                          SUPERSEDED SURVEY CONTROL
 DM7260
 DM7260.No superseded survey control is available for this station.
 DM7260
 DM7260_MARKER: DD = SURVEY DISK
 DM7260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7260_STAMPING: 3 K 3 2008
 DM7260_MARK LOGO: NJGS
 DM7260_PROJECTION: FLUSH
 DM7260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7260+STABILITY: SURFACE MOTION
 DM7260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7260+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2008
 DM7260
 DM7260  HISTORY     - Date     Condition        Report By
 DM7260  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7260
 DM7260                          STATION DESCRIPTION
 DM7260
 DM7260'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7260'THE STATION IS LOCATED IN SOUTHAMPTOM TOWNSHIP, ON THE SOUTH SIDE OF
 DM7260'NJ ROUTE 70 AT THE Y-JUNCTION WITH OLD RED LION ROAD.
 DM7260'
 DM7260'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7260'ROUTE 70, AT THE RED LION CIRCLE, GO 1.25 MI (2.0 KM) WEST ON ROUTE 70
 DM7260'TO THE STATION ON THE LEFT.
 DM7260'
 DM7260'THE STATION IS SET IN THE GRASSY AREA 6.0 FT (1.8 M) NORTH OF POLE
 DM7260'NUMBER 2922SH, 27.3 FT (8.3 M) SOUTH OF THE CENTERLINE OF ROUTE 70,
 DM7260'164.5 FT (50.1 M) EAST OF POLE NUMBER A63685SH, 162.5 FT (49.5 M) WEST
 DM7260'OF POLE NUMBER 2923SH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6682 ***********************************************************************
 AB6682  DESIGNATION -  3 L 1
 AB6682  PID         -  AB6682
 AB6682  STATE/COUNTY-  NJ/BURLINGTON
 AB6682  COUNTRY     -  US
 AB6682  USGS QUAD   -  WOODMANSIE (2019)
 AB6682
 AB6682                         *CURRENT SURVEY CONTROL
 AB6682  ______________________________________________________________________
 AB6682* NAD 83(1986) POSITION- 39 50 51.7    (N) 074 29 32.4    (W)   HD_HELD2
 AB6682* NAVD 88 ORTHO HEIGHT -    46.340 (meters)      152.03  (feet) ADJUSTED
 AB6682  ______________________________________________________________________
 AB6682  GEOID HEIGHT    -        -32.878 (meters)                     GEOID18
 AB6682  DYNAMIC HEIGHT  -         46.318 (meters)      151.96  (feet) COMP
 AB6682  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 AB6682
 AB6682  VERT ORDER      -  SECOND    CLASS I
 AB6682
 AB6682.The horizontal coordinates were established by autonomous hand held GPS
 AB6682.observations and have an estimated accuracy of +/- 10 meters.
 AB6682
 AB6682.The orthometric height was determined by differential leveling and
 AB6682.adjusted by the NATIONAL GEODETIC SURVEY
 AB6682.in September 1996.
 AB6682
 AB6682.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6682.GEOID18 height accuracy estimate available here.
 AB6682
 AB6682.Click photographs - Photos may exist for this station.
 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       -   112,605.      150,656.      MT  (+/- 10 meters HH2 GPS)
 AB6682
 AB6682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4343010976(NAD 83)
 AB6682
 AB6682                          SUPERSEDED SURVEY CONTROL
 AB6682
 AB6682.No superseded survey control is available for this station.
 AB6682
 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  HISTORY     - 20150102 GOOD             GEOCAC
 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.
 AB6682
 AB6682                          STATION RECOVERY (2015)
 AB6682
 AB6682'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 AB6682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7261 ***********************************************************************
 DM7261  DESIGNATION -  3 L 3
 DM7261  PID         -  DM7261
 DM7261  STATE/COUNTY-  NJ/BURLINGTON
 DM7261  COUNTRY     -  US
 DM7261  USGS QUAD   -  PEMBERTON (2019)
 DM7261
 DM7261                         *CURRENT SURVEY CONTROL
 DM7261  ______________________________________________________________________
 DM7261* NAD 83(1986) POSITION- 39 53 17.     (N) 074 44 58.     (W)   SCALED
 DM7261* NAVD 88 ORTHO HEIGHT -    13.578 (meters)       44.55  (feet) ADJUSTED
 DM7261  ______________________________________________________________________
 DM7261  GEOID HEIGHT    -        -32.746 (meters)                     GEOID18
 DM7261  DYNAMIC HEIGHT  -         13.572 (meters)       44.53  (feet) COMP
 DM7261  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 DM7261
 DM7261  VERT ORDER      -  FIRST     CLASS II
 DM7261
 DM7261.The horizontal coordinates were scaled from a map and have
 DM7261.an estimated accuracy of +/- 6 seconds.
 DM7261
 DM7261.The orthometric height was determined by differential leveling and
 DM7261.adjusted by the NATIONAL GEODETIC SURVEY
 DM7261.in May 2011.
 DM7261
 DM7261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7261.GEOID18 height accuracy estimate available here.
 DM7261
 DM7261.Click photographs - Photos may exist for this station.
 DM7261
 DM7261.The dynamic height is computed by dividing the NAVD 88
 DM7261.geopotential number by the normal gravity value computed on the
 DM7261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7261.degrees latitude (g = 980.6199 gals.).
 DM7261
 DM7261.The modeled gravity was interpolated from observed gravity values.
 DM7261
 DM7261;                    North         East    Units  Estimated Accuracy
 DM7261;SPC NJ       -   117,120.      128,670.      MT  (+/- 180 meters Scaled)
 DM7261
 DM7261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK214153(NAD 83)
 DM7261
 DM7261                          SUPERSEDED SURVEY CONTROL
 DM7261
 DM7261.No superseded survey control is available for this station.
 DM7261
 DM7261_MARKER: DD = SURVEY DISK
 DM7261_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7261_SP_SET: TRAFFIC SIGNAL BASE
 DM7261_STAMPING: 3 L 3 2008
 DM7261_MARK LOGO: NJGS
 DM7261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7261+STABILITY: SURFACE MOTION
 DM7261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7261+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DM7261
 DM7261  HISTORY     - Date     Condition        Report By
 DM7261  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7261  HISTORY     - 20100401 GOOD             NJGS
 DM7261
 DM7261                          STATION DESCRIPTION
 DM7261
 DM7261'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7261'THE STATION IS LOCATED IN SOUTHAMPTOM TOWNSHIP, SET IN A DRILL HOLE IN
 DM7261'THE EAST CORNER OF A TRAFFIC SIGNAL BASE ON THE SOUTHWEST CORNER OF
 DM7261'THE JUNCTION OF NJ ROUTE 70 AND OLD RED LION ROAD.
 DM7261'
 DM7261'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7261'ROUTE 70, AT THE RED LION CIRCLE, GO 0.45 MI (0.7 KM) WEST ON ROUTE 70
 DM7261'TO THE STATION ON THE LEFT.
 DM7261'
 DM7261'THE STATION IS 31.2 FT (9.5 M) SOUTH OF THE CENTERLINE OF OLD RED LION
 DM7261'ROAD, 17.2 FT (5.2 M) WEST OF POLE NUMBER 60573SH, 50.0 FT (15.2 M)
 DM7261'EAST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO A RETAIL STORE OFF
 DM7261'OF OLD RED LION ROAD, 66.0 FT (20.1 M) WEST OF THE CENTERLINE OF NJ
 DM7261'ROUTE 70.
 DM7261
 DM7261                          STATION RECOVERY (2010)
 DM7261
 DM7261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7261'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6733 ***********************************************************************
 AB6733  DESIGNATION -  3 M 1
 AB6733  PID         -  AB6733
 AB6733  STATE/COUNTY-  NJ/BURLINGTON
 AB6733  COUNTRY     -  US
 AB6733  USGS QUAD   -  PEMBERTON (2019)
 AB6733
 AB6733                         *CURRENT SURVEY CONTROL
 AB6733  ______________________________________________________________________
 AB6733* NAD 83(1986) POSITION- 39 57 54.     (N) 074 38 51.     (W)   SCALED
 AB6733* NAVD 88 ORTHO HEIGHT -    19.830 (meters)       65.06  (feet) ADJUSTED
 AB6733  ______________________________________________________________________
 AB6733  GEOID HEIGHT    -        -32.615 (meters)                     GEOID18
 AB6733  DYNAMIC HEIGHT  -         19.821 (meters)       65.03  (feet) COMP
 AB6733  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 AB6733
 AB6733  VERT ORDER      -  SECOND    CLASS II
 AB6733
 AB6733.The horizontal coordinates were scaled from a map and have
 AB6733.an estimated accuracy of +/- 6 seconds.
 AB6733
 AB6733.The orthometric height was determined by differential leveling and
 AB6733.adjusted by the NATIONAL GEODETIC SURVEY
 AB6733.in September 1996.
 AB6733
 AB6733.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6733.GEOID18 height accuracy estimate available here.
 AB6733
 AB6733.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK301239(NAD 83)
 AB6733
 AB6733                          SUPERSEDED SURVEY CONTROL
 AB6733
 AB6733.No superseded survey control is available for this station.
 AB6733
 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_PROJECTION: FLUSH
 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 - July 07, 2008
 AB6733
 AB6733  HISTORY     - Date     Condition        Report By
 AB6733  HISTORY     - 1995     MONUMENTED       NJGS
 AB6733  HISTORY     - 20080707 GOOD             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.
 AB6733
 AB6733                          STATION RECOVERY (2008)
 AB6733
 AB6733'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AB6733'THE STATION IS ON THE GROUNDS OF THE BURLINGTON COUNTY COLLEGE, IN
 AB6733'FRONT OF THE ACADEMIC BUILDING, ABOUT 0.16 MI (0.3 KM) SOUTH THEN EAST
 AB6733'ON ACADEMIC DRIVE FROM THE JUNCTION WITH PEMBERTON-BROWNS MILLS ROAD
 AB6733'TO THE STATION ON THE RIGHT.
 AB6733'
 AB6733'THE STATION IS 31.8 FT (9.7 M) SOUTHWEST OF THE CENTERLINE OF ACADEMIC
 AB6733'DRIVE, 123.0 FT (37.5 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE PAVED
 AB6733'TURN AROUND IN FRONT OF THE MAIN ENTRANCE TO THE ACADEMIC BUILDING,
 AB6733'10.9 FT (3.3 M) SOUTH-SOUTHWEST OF A SQUARE METAL LIGHT POST, 30.3 FT
 AB6733'(9.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF A CONCRETE TRAFFIC INLAND
 AB6733'AT THE ENTRANCE FOR A PARKING LOT TO THE EAST OF THE ACADEMIC
 AB6733'BUILDING, 74.9 FT (22.8 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 AB6733'THE OUTER OVERHANG FOR THE ACADEMIC BUILDING.
 AB6733'
 AB6733'THE METAL SCULPTURE HAS BEEN REMOVED, THE FARED-END PIPE TIE IS
 AB6733'CORRECT FROM THE 1995 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7225 ***********************************************************************
 DM7225  DESIGNATION -  3 M 2
 DM7225  PID         -  DM7225
 DM7225  STATE/COUNTY-  NJ/BURLINGTON
 DM7225  COUNTRY     -  US
 DM7225  USGS QUAD   -  BRISTOL (2019)
 DM7225
 DM7225                         *CURRENT SURVEY CONTROL
 DM7225  ______________________________________________________________________
 DM7225* NAD 83(1986) POSITION- 40 01 27.97   (N) 074 51 22.71   (W)   HD_HELD1
 DM7225* NAVD 88 ORTHO HEIGHT -    18.480 (meters)       60.63  (feet) ADJUSTED
 DM7225  ______________________________________________________________________
 DM7225  GEOID HEIGHT    -        -32.739 (meters)                     GEOID18
 DM7225  DYNAMIC HEIGHT  -         18.472 (meters)       60.60  (feet) COMP
 DM7225  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 DM7225
 DM7225  VERT ORDER      -  FIRST     CLASS II
 DM7225
 DM7225.The horizontal coordinates were determined by differentially corrected
 DM7225.hand held GPS observations or other comparable positioning techniques
 DM7225.and have an estimated accuracy of +/- 3 meters.
 DM7225
 DM7225.The orthometric height was determined by differential leveling and
 DM7225.adjusted by the NATIONAL GEODETIC SURVEY
 DM7225.in May 2011.
 DM7225
 DM7225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7225.GEOID18 height accuracy estimate available here.
 DM7225
 DM7225.Click photographs - Photos may exist for this station.
 DM7225
 DM7225.The dynamic height is computed by dividing the NAVD 88
 DM7225.geopotential number by the normal gravity value computed on the
 DM7225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7225.degrees latitude (g = 980.6199 gals.).
 DM7225
 DM7225.The modeled gravity was interpolated from observed gravity values.
 DM7225
 DM7225;                    North         East    Units  Estimated Accuracy
 DM7225;SPC NJ       -   132,288.2     119,587.3     MT  (+/- 3 meters HH1 GPS) 
 DM7225
 DM7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1226130479(NAD 83)
 DM7225
 DM7225                          SUPERSEDED SURVEY CONTROL
 DM7225
 DM7225.No superseded survey control is available for this station.
 DM7225
 DM7225_MARKER: DD = SURVEY DISK
 DM7225_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM7225+WITH SETTING: PAVEMENT
 DM7225_SP_SET: TRAFFIC SIGNAL BASE
 DM7225_STAMPING: 3 M 2 2008
 DM7225_MARK LOGO: NJGS
 DM7225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7225+STABILITY: SURFACE MOTION
 DM7225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7225+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM7225
 DM7225  HISTORY     - Date     Condition        Report By
 DM7225  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7225  HISTORY     - 20230713 GOOD             BASE9
 DM7225
 DM7225                          STATION DESCRIPTION
 DM7225
 DM7225'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7225'THE STATION IS LOCATED IN WESTAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7225'THE SOUTHEAST CORNER OF A TRAFFIC SIGNAL BASE ON THE NORTHWEST CORNER
 DM7225'OF THE JUNCTION OF SPRINGSIDE ROAD (COUNTY ROAD 635) AND WOODLANE ROAD
 DM7225'(COUNTY ROAD 630).
 DM7225'
 DM7225'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 (NORTH BOUND
 DM7225'LANES) AND HIGH STREET (COUNTY ROAD 541) GO 0.75 MI (1.2 KM) SOUTHEAST
 DM7225'ON HIGH STREET TO THE WYE JUNCTION WITH RANCOCAS ROAD (COUNTY ROAD
 DM7225'635).  TURN TO THE RIGHT AND GO 2.5 MI (4.0 KM) SOUTH TO THE STATION
 DM7225'ON THE RIGHT.
 DM7225'
 DM7225'THE STATION IS 46.0 FT (14.0 M) WEST OF THE CENTERLINE OF SPRINGSIDE
 DM7225'ROAD, 44.0 FT (13.4 M) NORTH OF THE CENTERLINE OF WOODLANE ROAD, 7.6
 DM7225'FT (2.3 M) NORTHWEST AND RADIAL TO THE CURB, 6.4 FT (2.0 M) WEST OF
 DM7225'POLE NUMBER X61432WH, 23.6 FT (7.2 M) EAST OF POLE NUMBER A61752WH,
 DM7225'27.5 FT (8.4 M) EAST OF A FIRE HYDRANT.
 DM7225
 DM7225                          STATION RECOVERY (2023)
 DM7225
 DM7225'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2023 (DRD)
 DM7225'SHOULD GENERALLY BE GOOD FOR GNSS OBSERVATIONS, TRAFFIC SIGNAL POST TO
 DM7225'THE NORTHWEST WILL BE A SOURCE OF MULTIPATH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7262 ***********************************************************************
 DM7262  DESIGNATION -  3 M 3
 DM7262  PID         -  DM7262
 DM7262  STATE/COUNTY-  NJ/BURLINGTON
 DM7262  COUNTRY     -  US
 DM7262  USGS QUAD   -  PEMBERTON (2019)
 DM7262
 DM7262                         *CURRENT SURVEY CONTROL
 DM7262  ______________________________________________________________________
 DM7262* NAD 83(1986) POSITION- 39 53 16.     (N) 074 44 43.     (W)   SCALED
 DM7262* NAVD 88 ORTHO HEIGHT -    18.343 (meters)       60.18  (feet) ADJUSTED
 DM7262  ______________________________________________________________________
 DM7262  GEOID HEIGHT    -        -32.747 (meters)                     GEOID18
 DM7262  DYNAMIC HEIGHT  -         18.335 (meters)       60.15  (feet) COMP
 DM7262  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 DM7262
 DM7262  VERT ORDER      -  FIRST     CLASS II
 DM7262
 DM7262.The horizontal coordinates were scaled from a map and have
 DM7262.an estimated accuracy of +/- 6 seconds.
 DM7262
 DM7262.The orthometric height was determined by differential leveling and
 DM7262.adjusted by the NATIONAL GEODETIC SURVEY
 DM7262.in May 2011.
 DM7262
 DM7262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7262.GEOID18 height accuracy estimate available here.
 DM7262
 DM7262.Click photographs - Photos may exist for this station.
 DM7262
 DM7262.The dynamic height is computed by dividing the NAVD 88
 DM7262.geopotential number by the normal gravity value computed on the
 DM7262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7262.degrees latitude (g = 980.6199 gals.).
 DM7262
 DM7262.The modeled gravity was interpolated from observed gravity values.
 DM7262
 DM7262;                    North         East    Units  Estimated Accuracy
 DM7262;SPC NJ       -   117,080.      129,020.      MT  (+/- 180 meters Scaled)
 DM7262
 DM7262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK217153(NAD 83)
 DM7262
 DM7262                          SUPERSEDED SURVEY CONTROL
 DM7262
 DM7262.No superseded survey control is available for this station.
 DM7262
 DM7262_MARKER: DD = SURVEY DISK
 DM7262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7262_STAMPING: 3 M 3 2008
 DM7262_MARK LOGO: NJGS
 DM7262_PROJECTION: FLUSH
 DM7262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7262+STABILITY: SURFACE MOTION
 DM7262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7262+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2010
 DM7262
 DM7262  HISTORY     - Date     Condition        Report By
 DM7262  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7262  HISTORY     - 20100501 GOOD             NJGS
 DM7262
 DM7262                          STATION DESCRIPTION
 DM7262
 DM7262'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7262'THE STATION IS LOCATED IN SOUTHAMPTOM TOWNSHIP, SET IN THE GRASSY AREA
 DM7262'IN FRONT OF THE NJ DEPARTMENT OF TRANSPORTATION (DOT) RED LION
 DM7262'MAINTENANCE YARD.
 DM7262'
 DM7262'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7262'ROUTE 70, AT THE RED LION CIRCLE, GO 0.2 MI (0.3 KM) WEST ON ROUTE 70
 DM7262'TO THE STATION ON THE RIGHT.
 DM7262'
 DM7262'THE STATION IS AT THE NORTHEAST CORNER OF THE ENTRANCE DRIVE TO THE
 DM7262'DOT COMPLEX OFF OF NJ ROUTE 70, 64.7 FT (19.7 M) EAST OF THE
 DM7262'CENTERLINE OF THE DRIVE, 61.0 N OF THE CENTERLINE OF ROUTE 70, 43.4 FT
 DM7262'(13.2 M) EAST-NORTHEAST OF A LIGHT POLE ON THE EAST SIDE OF THE DRIVE,
 DM7262'82.3 FT (25.1 M) EAST OF A STOP SIGN, 109.0 FT (33.2 M) NORTH OF POLE
 DM7262'NUMBER 880SH, 108.5 FT (33.1 M) SOUTH-SOUTHEAST OF A LIGHT POLE.
 DM7262
 DM7262                          STATION RECOVERY (2010)
 DM7262
 DM7262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6681 ***********************************************************************
 AB6681  DESIGNATION -  3 N 1
 AB6681  PID         -  AB6681
 AB6681  STATE/COUNTY-  NJ/BURLINGTON
 AB6681  COUNTRY     -  US
 AB6681  USGS QUAD   -  PEMBERTON (2019)
 AB6681
 AB6681                         *CURRENT SURVEY CONTROL
 AB6681  ______________________________________________________________________
 AB6681* NAD 83(1986) POSITION- 39 57 59.02   (N) 074 38 25.54   (W)   HD_HELD1
 AB6681* NAVD 88 ORTHO HEIGHT -    19.943 (meters)       65.43  (feet) ADJUSTED
 AB6681  ______________________________________________________________________
 AB6681  GEOID HEIGHT    -        -32.613 (meters)                     GEOID18
 AB6681  DYNAMIC HEIGHT  -         19.934 (meters)       65.40  (feet) COMP
 AB6681  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 AB6681
 AB6681  VERT ORDER      -  FIRST     CLASS II
 AB6681
 AB6681.The horizontal coordinates were determined by differentially corrected
 AB6681.hand held GPS observations or other comparable positioning techniques
 AB6681.and have an estimated accuracy of +/- 3 meters.
 AB6681
 AB6681.The orthometric height was determined by differential leveling and
 AB6681.adjusted by the NATIONAL GEODETIC SURVEY
 AB6681.in May 2011.
 AB6681
 AB6681.No vertical observational check was made to the station.
 AB6681
 AB6681.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6681.GEOID18 height accuracy estimate available here.
 AB6681
 AB6681.Click photographs - Photos may exist for this station.
 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       -   125,792.9     138,003.7     MT  (+/- 3 meters HH1 GPS) 
 AB6681
 AB6681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3070824089(NAD 83)
 AB6681
 AB6681                          SUPERSEDED SURVEY CONTROL
 AB6681
 AB6681  NAVD 88 (09/26/96)   19.957  (m)           65.48   (f) SUPERSEDED  2 2
 AB6681
 AB6681.Superseded values are not recommended for survey control.
 AB6681
 AB6681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6681.See file dsdata.pdf to determine how the superseded data were derived.
 AB6681
 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 - April 30, 2025
 AB6681
 AB6681  HISTORY     - Date     Condition        Report By
 AB6681  HISTORY     - 1995     MONUMENTED       NJGS
 AB6681  HISTORY     - 20080721 GOOD             NJGS
 AB6681  HISTORY     - 20170319 GOOD             PBCONS
 AB6681  HISTORY     - 20231207 GOOD             NJGS
 AB6681  HISTORY     - 20250430 GOOD             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.
 AB6681
 AB6681                          STATION RECOVERY (2008)
 AB6681
 AB6681'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (FAC)
 AB6681'RECOVERED IN GOOD CONDITION.
 AB6681'
 AB6681'NOTE-THE LIGHT POST HAS BEEN REMOVED.
 AB6681
 AB6681                          STATION RECOVERY (2017)
 AB6681
 AB6681'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 AB6681'RECOVERED IN GOOD CONDITION.
 AB6681
 AB6681                          STATION RECOVERY (2023)
 AB6681
 AB6681'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 AB6681'RECOVERED IN GOOD CONDITION.
 AB6681
 AB6681                          STATION RECOVERY (2025)
 AB6681
 AB6681'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 AB6681'THE FORMER BURLINGTON COUNTY COLLEGE IS NOW ABANDONED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8769 ***********************************************************************
 AB8769  DESIGNATION -  3 N 11
 AB8769  PID         -  AB8769
 AB8769  STATE/COUNTY-  NJ/BURLINGTON
 AB8769  COUNTRY     -  US
 AB8769  USGS QUAD   -  BRISTOL (2019)
 AB8769
 AB8769                         *CURRENT SURVEY CONTROL
 AB8769  ______________________________________________________________________
 AB8769* NAD 83(2011) POSITION- 40 05 06.52465(N) 074 49 58.79116(W)   ADJUSTED
 AB8769* NAD 83(2011) ELLIP HT-   -24.454 (meters)        (06/27/12)   ADJUSTED
 AB8769* NAD 83(2011) EPOCH   -  2010.00
 AB8769* NAVD 88 ORTHO HEIGHT -     8.4   (meters)       28.    (feet) GPS OBS
 AB8769  ______________________________________________________________________
 AB8769  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8769  GEOID HEIGHT    -        -33.149 (meters)                     GEOID93
 AB8769  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 AB8769  NAD 83(2011) X  -  1,278,499.304 (meters)                     COMP
 AB8769  NAD 83(2011) Y  - -4,716,392.938 (meters)                     COMP
 AB8769  NAD 83(2011) Z  -  4,085,207.641 (meters)                     COMP
 AB8769  LAPLACE CORR    -          3.34  (seconds)                    DEFLEC18
 AB8769
 AB8769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8769  Standards:
 AB8769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8769  -------------------------------------------------------------------
 AB8769  NETWORK    0.40   0.76           0.18   0.14   0.39     -0.10571066
 AB8769  -------------------------------------------------------------------
 AB8769  Click here for local accuracies and other accuracy information.
 AB8769
 AB8769.The horizontal coordinates were established by GPS observations
 AB8769.and adjusted by the National Geodetic Survey in June 2012.
 AB8769
 AB8769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8769.been affixed to the stable North American tectonic plate. See 
 AB8769.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8769
 AB8769.The horizontal coordinates are valid at the epoch date displayed above
 AB8769.which is a decimal equivalence of Year/Month/Day.
 AB8769
 AB8769.The orthometric height was determined by GPS observations and a
 AB8769.high-resolution geoid model.
 AB8769
 AB8769.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8769.GEOID18 height accuracy estimate available here.
 AB8769
 AB8769.Click photographs - Photos may exist for this station.
 AB8769
 AB8769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8769
 AB8769.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8769
 AB8769.The ellipsoidal height was determined by GPS observations
 AB8769.and is referenced to NAD 83.
 AB8769
 AB8769. The following values were computed from the NAD 83(2011) position.
 AB8769
 AB8769;                    North         East     Units Scale Factor Converg.
 AB8769;SPC NJ       -   139,020.797   121,602.218   MT  0.99990992   -0 12 51.9
 AB8769;SPC NJ       -   456,104.06    398,956.61   sFT  0.99990992   -0 12 51.9
 AB8769;UTM  18      - 4,437,220.993   514,237.561   MT  0.99960250   +0 06 27.1
 AB8769
 AB8769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8769!SPC NJ       -   1.00000384  x   0.99990992  =   0.99991376
 AB8769!UTM  18      -   1.00000384  x   0.99960250  =   0.99960633
 AB8769
 AB8769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1423737220(NAD 83)
 AB8769
 AB8769                          SUPERSEDED SURVEY CONTROL
 AB8769
 AB8769  NAD 83(2007)-  40 05 06.52508(N)    074 49 58.79181(W) AD(2002.00) 0
 AB8769  ELLIP H (02/10/07)  -24.448  (m)                       GP(2002.00)    
 AB8769  ELLIP H (10/23/02)  -24.403  (m)                       GP(       ) 4 1
 AB8769  NAD 83(1996)-  40 05 06.52509(N)    074 49 58.79182(W) AD(       ) 1
 AB8769  ELLIP H (05/14/99)  -24.408  (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)  -24.437  (m)                       GP(       ) 2 1
 AB8769
 AB8769.Superseded values are not recommended for survey control.
 AB8769
 AB8769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8769.See file dsdata.pdf to determine how the superseded data were derived.
 AB8769
 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 = JULY 24, 2026 22:12:30 EDT
 DM7226 ***********************************************************************
 DM7226  DESIGNATION -  3 N 2
 DM7226  PID         -  DM7226
 DM7226  STATE/COUNTY-  NJ/BURLINGTON
 DM7226  COUNTRY     -  US
 DM7226  USGS QUAD   -  BRISTOL (2019)
 DM7226
 DM7226                         *CURRENT SURVEY CONTROL
 DM7226  ______________________________________________________________________
 DM7226* NAD 83(1986) POSITION- 40 01 19.00   (N) 074 50 39.70   (W)   HD_HELD1
 DM7226* NAVD 88 ORTHO HEIGHT -    21.930 (meters)       71.95  (feet) ADJUSTED
 DM7226  ______________________________________________________________________
 DM7226  GEOID HEIGHT    -        -32.722 (meters)                     GEOID18
 DM7226  DYNAMIC HEIGHT  -         21.921 (meters)       71.92  (feet) COMP
 DM7226  MODELED GRAVITY -    980,197.9   (mgal)                       NAVD 88
 DM7226
 DM7226  VERT ORDER      -  FIRST     CLASS II
 DM7226
 DM7226.The horizontal coordinates were determined by differentially corrected
 DM7226.hand held GPS observations or other comparable positioning techniques
 DM7226.and have an estimated accuracy of +/- 3 meters.
 DM7226
 DM7226.The orthometric height was determined by differential leveling and
 DM7226.adjusted by the NATIONAL GEODETIC SURVEY
 DM7226.in May 2011.
 DM7226
 DM7226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7226.GEOID18 height accuracy estimate available here.
 DM7226
 DM7226.Click photographs - Photos may exist for this station.
 DM7226
 DM7226.The dynamic height is computed by dividing the NAVD 88
 DM7226.geopotential number by the normal gravity value computed on the
 DM7226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7226.degrees latitude (g = 980.6199 gals.).
 DM7226
 DM7226.The modeled gravity was interpolated from observed gravity values.
 DM7226
 DM7226;                    North         East    Units  Estimated Accuracy
 DM7226;SPC NJ       -   132,007.6     120,606.0     MT  (+/- 3 meters HH1 GPS) 
 DM7226
 DM7226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1328130204(NAD 83)
 DM7226
 DM7226                          SUPERSEDED SURVEY CONTROL
 DM7226
 DM7226.No superseded survey control is available for this station.
 DM7226
 DM7226_MARKER: DD = SURVEY DISK
 DM7226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7226_SP_SET: BRIDGE ABUTMENT
 DM7226_STAMPING: 3 N 2 2008
 DM7226_MARK LOGO: NJGS
 DM7226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7226+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM7226
 DM7226  HISTORY     - Date     Condition        Report By
 DM7226  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7226
 DM7226                          STATION DESCRIPTION
 DM7226
 DM7226'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7226'THE STATION IS LOCATED IN WESTAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7226'THE SOUTH END OF THE EAST ABUTMENT, AT THE SIDEWALK LEVEL, OF THE
 DM7226'WOODLANE ROAD (COUNTY ROAD 630) BRIDGE SPANNING US INTERSTATE 295.
 DM7226'
 DM7226'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 (NORTH BOUND
 DM7226'LANES) AND HIGH STREET (COUNTY ROAD 541) GO 0.75 MI (1.2 KM) SOUTHEAST
 DM7226'ON HIGH STREET TO THE WYE JUNCTION WITH RANCOCAS ROAD (COUNTY ROAD
 DM7226'635).  TURN TO THE RIGHT AND GO ABOUT 2.5 MI (4.0 KM) SOUTH TO THE
 DM7226'JUNCTION WITH WOODLANE ROAD (COUNTY ROAD 630).  TURN LEFT AND GO 0.65
 DM7226'MI (1.0 KM) EAST ON WOODLANE ROAD TO THE STATION ON THE RIGHT.
 DM7226'
 DM7226'THE STATION IS 1.5 FT (0.5 M) SOUTH OF THE SOUTH CURB OF WOODLANE
 DM7226'ROAD, 17.1 FT (5.2 M) SOUTH OF THE CENTERLINE OF WOODLANE ROAD, 6.6 FT
 DM7226'(2.0 M) NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BALUSTRADE
 DM7226'END BLOCK AT THE EAST END OF THE SOUTH BALUSTRADE, 105.2 FT (32.1 M)
 DM7226'EAST OF THE CENTER OF THE BRIDGE, 135.0 FT (41.1 M) WEST OF POLE
 DM7226'NUMBER 978.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7263 ***********************************************************************
 DM7263  DESIGNATION -  3 N 3
 DM7263  PID         -  DM7263
 DM7263  STATE/COUNTY-  NJ/BURLINGTON
 DM7263  COUNTRY     -  US
 DM7263  USGS QUAD   -  PEMBERTON (2019)
 DM7263
 DM7263                         *CURRENT SURVEY CONTROL
 DM7263  ______________________________________________________________________
 DM7263* NAD 83(1986) POSITION- 39 53 55.     (N) 074 44 31.     (W)   SCALED
 DM7263* NAVD 88 ORTHO HEIGHT -    14.834 (meters)       48.67  (feet) ADJUSTED
 DM7263  ______________________________________________________________________
 DM7263  GEOID HEIGHT    -        -32.727 (meters)                     GEOID18
 DM7263  DYNAMIC HEIGHT  -         14.827 (meters)       48.64  (feet) COMP
 DM7263  MODELED GRAVITY -    980,181.7   (mgal)                       NAVD 88
 DM7263
 DM7263  VERT ORDER      -  FIRST     CLASS II
 DM7263
 DM7263.The horizontal coordinates were scaled from a map and have
 DM7263.an estimated accuracy of +/- 6 seconds.
 DM7263
 DM7263.The orthometric height was determined by differential leveling and
 DM7263.adjusted by the NATIONAL GEODETIC SURVEY
 DM7263.in May 2011.
 DM7263
 DM7263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7263.GEOID18 height accuracy estimate available here.
 DM7263
 DM7263.Click photographs - Photos may exist for this station.
 DM7263
 DM7263.The dynamic height is computed by dividing the NAVD 88
 DM7263.geopotential number by the normal gravity value computed on the
 DM7263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7263.degrees latitude (g = 980.6199 gals.).
 DM7263
 DM7263.The modeled gravity was interpolated from observed gravity values.
 DM7263
 DM7263;                    North         East    Units  Estimated Accuracy
 DM7263;SPC NJ       -   118,290.      129,310.      MT  (+/- 180 meters Scaled)
 DM7263
 DM7263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK220165(NAD 83)
 DM7263
 DM7263                          SUPERSEDED SURVEY CONTROL
 DM7263
 DM7263.No superseded survey control is available for this station.
 DM7263
 DM7263_MARKER: DD = SURVEY DISK
 DM7263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7263_SP_SET: CULVERT HEADWALL
 DM7263_STAMPING: 3 N 3 2008
 DM7263_MARK LOGO: NJGS
 DM7263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7263+STABILITY: SURFACE MOTION
 DM7263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7263+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DM7263
 DM7263  HISTORY     - Date     Condition        Report By
 DM7263  HISTORY     - 20080620 MONUMENTED       NJGS
 DM7263  HISTORY     - 20100401 GOOD             NJGS
 DM7263
 DM7263                          STATION DESCRIPTION
 DM7263
 DM7263'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7263'THE STATION IS LOCATED IN SOUTHAMPTOM TOWNSHIP, SET IN THE SOUTH
 DM7263'CORNER OF THE EAST HEADWALL FOR A PIPE CULVERT ON THE EAST SIDE OF OLD
 DM7263'RED LION ROAD.
 DM7263'
 DM7263'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7263'ROUTE 70, AT THE RED LION CIRCLE, GO 1.3 MI (2.1 KM) NORTH ON US
 DM7263'HIGHWAY 206 TO THE JUNCTION WITH RIDGE ROAD.  TURN LEFT AND GO 0.2 MI
 DM7263'(0.3 KM) SOUTH-SOUTHWEST TO THE JUNCTION WITH RED LION ROAD.  TURN
 DM7263'LEFT AND GO 0.3 SOUTH-SOUTHEAST TO THE STATION ON THE LEFT.
 DM7263'
 DM7263'THE STATION IS 17.5 FT (5.3 M) SOUTH OF THE NORTH END OF THE HEADWALL,
 DM7263'22.0 FT (6.7 M) EAST OF THE CENTERLINE OF RED LION ROAD, 50.8 FT (15.5
 DM7263'M) SOUTHEAST OF POLE NUMBER 60138SH, 12.0 FT (3.7 M) SOUTH-SOUTHEAST
 DM7263'OF A MANHOLE.
 DM7263
 DM7263                          STATION RECOVERY (2010)
 DM7263
 DM7263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7263'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8771 ***********************************************************************
 AB8771  DESIGNATION -  3 P 1
 AB8771  PID         -  AB8771
 AB8771  STATE/COUNTY-  NJ/BURLINGTON
 AB8771  COUNTRY     -  US
 AB8771  USGS QUAD   -  BRISTOL (2019)
 AB8771
 AB8771                         *CURRENT SURVEY CONTROL
 AB8771  ______________________________________________________________________
 AB8771* NAD 83(2011) POSITION- 40 05 38.41318(N) 074 48 44.34975(W)   ADJUSTED
 AB8771* NAD 83(2011) ELLIP HT-   -21.424 (meters)        (06/27/12)   ADJUSTED
 AB8771* NAD 83(2011) EPOCH   -  2010.00
 AB8771* NAVD 88 ORTHO HEIGHT -    11.4   (meters)       37.    (feet) GPS OBS
 AB8771  ______________________________________________________________________
 AB8771  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8771  GEOID HEIGHT    -        -33.134 (meters)                     GEOID93
 AB8771  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 AB8771  NAD 83(2011) X  -  1,280,036.048 (meters)                     COMP
 AB8771  NAD 83(2011) Y  - -4,715,322.187 (meters)                     COMP
 AB8771  NAD 83(2011) Z  -  4,085,962.045 (meters)                     COMP
 AB8771  LAPLACE CORR    -          3.56  (seconds)                    DEFLEC18
 AB8771
 AB8771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8771  Standards:
 AB8771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8771  -------------------------------------------------------------------
 AB8771  NETWORK    0.47   0.92           0.21   0.17   0.47     -0.10332036
 AB8771  -------------------------------------------------------------------
 AB8771  Click here for local accuracies and other accuracy information.
 AB8771
 AB8771.The horizontal coordinates were established by GPS observations
 AB8771.and adjusted by the National Geodetic Survey in June 2012.
 AB8771
 AB8771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8771.been affixed to the stable North American tectonic plate. See 
 AB8771.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8771
 AB8771.The horizontal coordinates are valid at the epoch date displayed above
 AB8771.which is a decimal equivalence of Year/Month/Day.
 AB8771
 AB8771.The orthometric height was determined by GPS observations and a
 AB8771.high-resolution geoid model.
 AB8771
 AB8771.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8771.GEOID18 height accuracy estimate available here.
 AB8771
 AB8771.Click photographs - Photos may exist for this station.
 AB8771
 AB8771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8771
 AB8771.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8771
 AB8771.The ellipsoidal height was determined by GPS observations
 AB8771.and is referenced to NAD 83.
 AB8771
 AB8771. The following values were computed from the NAD 83(2011) position.
 AB8771
 AB8771;                    North         East     Units Scale Factor Converg.
 AB8771;SPC NJ       -   139,997.858   123,369.092   MT  0.99990873   -0 12 04.1
 AB8771;SPC NJ       -   459,309.64    404,753.43   sFT  0.99990873   -0 12 04.1
 AB8771;UTM  18      - 4,438,207.666   515,998.377   MT  0.99960315   +0 07 15.1
 AB8771
 AB8771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8771!SPC NJ       -   1.00000336  x   0.99990873  =   0.99991209
 AB8771!UTM  18      -   1.00000336  x   0.99960315  =   0.99960651
 AB8771
 AB8771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1599838207(NAD 83)
 AB8771
 AB8771                          SUPERSEDED SURVEY CONTROL
 AB8771
 AB8771  NAD 83(2007)-  40 05 38.41361(N)    074 48 44.35040(W) AD(2002.00) 0
 AB8771  ELLIP H (02/10/07)  -21.418  (m)                       GP(2002.00)    
 AB8771  ELLIP H (10/23/02)  -21.370  (m)                       GP(       ) 4 1
 AB8771  NAD 83(1996)-  40 05 38.41364(N)    074 48 44.35039(W) AD(       ) 1
 AB8771  ELLIP H (05/14/99)  -21.376  (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)  -21.403  (m)                       GP(       ) 2 1
 AB8771
 AB8771.Superseded values are not recommended for survey control.
 AB8771
 AB8771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8771.See file dsdata.pdf to determine how the superseded data were derived.
 AB8771
 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 = JULY 24, 2026 22:12:30 EDT
 DM7242 ***********************************************************************
 DM7242  DESIGNATION -  3 P 2
 DM7242  PID         -  DM7242
 DM7242  STATE/COUNTY-  NJ/BURLINGTON
 DM7242  COUNTRY     -  US
 DM7242  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7242
 DM7242                         *CURRENT SURVEY CONTROL
 DM7242  ______________________________________________________________________
 DM7242* NAD 83(1986) POSITION- 39 58 24.90   (N) 074 48 39.26   (W)   HD_HELD1
 DM7242* NAVD 88 ORTHO HEIGHT -     9.562 (meters)       31.37  (feet) ADJUSTED
 DM7242  ______________________________________________________________________
 DM7242  GEOID HEIGHT    -        -32.662 (meters)                     GEOID18
 DM7242  DYNAMIC HEIGHT  -          9.558 (meters)       31.36  (feet) COMP
 DM7242  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 DM7242
 DM7242  VERT ORDER      -  FIRST     CLASS II
 DM7242
 DM7242.The horizontal coordinates were determined by differentially corrected
 DM7242.hand held GPS observations or other comparable positioning techniques
 DM7242.and have an estimated accuracy of +/- 3 meters.
 DM7242
 DM7242.The orthometric height was determined by differential leveling and
 DM7242.adjusted by the NATIONAL GEODETIC SURVEY
 DM7242.in May 2011.
 DM7242
 DM7242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7242.GEOID18 height accuracy estimate available here.
 DM7242
 DM7242.Click photographs - Photos may exist for this station.
 DM7242
 DM7242.The dynamic height is computed by dividing the NAVD 88
 DM7242.geopotential number by the normal gravity value computed on the
 DM7242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7242.degrees latitude (g = 980.6199 gals.).
 DM7242
 DM7242.The modeled gravity was interpolated from observed gravity values.
 DM7242
 DM7242;                    North         East    Units  Estimated Accuracy
 DM7242;SPC NJ       -   126,627.8     123,443.0     MT  (+/- 3 meters HH1 GPS) 
 DM7242
 DM7242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1614724842(NAD 83)
 DM7242
 DM7242                          SUPERSEDED SURVEY CONTROL
 DM7242
 DM7242.No superseded survey control is available for this station.
 DM7242
 DM7242_MARKER: DD = SURVEY DISK
 DM7242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7242_SP_SET: PIPE CULVERT HEADWALL
 DM7242_STAMPING: 3 P 2 2008
 DM7242_MARK LOGO: NJGS
 DM7242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7242+STABILITY: SURFACE MOTION
 DM7242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7242+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DM7242
 DM7242  HISTORY     - Date     Condition        Report By
 DM7242  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7242  HISTORY     - 20221102 GOOD             NJGS
 DM7242
 DM7242                          STATION DESCRIPTION
 DM7242
 DM7242'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7242'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7242'THE CENTER OF A CONCRETE PIPE CULVERT ON THE NORTH SIDE OF CHESTNUT
 DM7242'STREET.
 DM7242'
 DM7242'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 38 AND LUMBERTON
 DM7242'ROAD/CHESTNUT STREET, GO 0.8 MI (1.3 KM) EAST-SOUTHEAST TO THE STATION
 DM7242'ON THE LEFT.
 DM7242'
 DM7242'THE STATION IS 25.2 FT (7.7 M) NORTH OF POLE NUMBER 61995, 24.7 FT
 DM7242'(7.5 M) EAST OF THE CENTERLINE OF CHESTNUT STREET, 81.3 FT (24.8 M)
 DM7242'WEST OF THE SOUTHWEST CORNER OF A 8 FT (2.4 M) CHAIN LINK FENCE
 DM7242'SURROUNDING A TRUCKING WAREHOUSE, 143 FT (43.6 M) SOUTH OF POLE NUMBER
 DM7242'61994.  THE STATION IS NORTHWEST OF A WHITE CYLINDRICAL TANK.
 DM7242
 DM7242                          STATION RECOVERY (2022)
 DM7242
 DM7242'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7235 ***********************************************************************
 DM7235  DESIGNATION -  3 P 3
 DM7235  PID         -  DM7235
 DM7235  STATE/COUNTY-  NJ/BURLINGTON
 DM7235  COUNTRY     -  US
 DM7235  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7235
 DM7235                         *CURRENT SURVEY CONTROL
 DM7235  ______________________________________________________________________
 DM7235* NAD 83(1986) POSITION- 39 59 17.22   (N) 074 48 30.30   (W)   HD_HELD1
 DM7235* NAVD 88 ORTHO HEIGHT -    12.386 (meters)       40.64  (feet) ADJUSTED
 DM7235  ______________________________________________________________________
 DM7235  GEOID HEIGHT    -        -32.662 (meters)                     GEOID18
 DM7235  DYNAMIC HEIGHT  -         12.381 (meters)       40.62  (feet) COMP
 DM7235  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 DM7235
 DM7235  VERT ORDER      -  FIRST     CLASS II
 DM7235
 DM7235.The horizontal coordinates were determined by differentially corrected
 DM7235.hand held GPS observations or other comparable positioning techniques
 DM7235.and have an estimated accuracy of +/- 3 meters.
 DM7235
 DM7235.The orthometric height was determined by differential leveling and
 DM7235.adjusted by the NATIONAL GEODETIC SURVEY
 DM7235.in May 2011.
 DM7235
 DM7235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7235.GEOID18 height accuracy estimate available here.
 DM7235
 DM7235.Click photographs - Photos may exist for this station.
 DM7235
 DM7235.The dynamic height is computed by dividing the NAVD 88
 DM7235.geopotential number by the normal gravity value computed on the
 DM7235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7235.degrees latitude (g = 980.6199 gals.).
 DM7235
 DM7235.The modeled gravity was interpolated from observed gravity values.
 DM7235
 DM7235;                    North         East    Units  Estimated Accuracy
 DM7235;SPC NJ       -   128,240.6     123,661.2     MT  (+/- 3 meters HH1 GPS) 
 DM7235
 DM7235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1635626455(NAD 83)
 DM7235
 DM7235                          SUPERSEDED SURVEY CONTROL
 DM7235
 DM7235.No superseded survey control is available for this station.
 DM7235
 DM7235_MARKER: DD = SURVEY DISK
 DM7235_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM7235+WITH SETTING: PAVEMENT
 DM7235_SP_SET: TRAFFIC SIGNAL BASE
 DM7235_STAMPING: 3 P 3 2008
 DM7235_MARK LOGO: NJGS
 DM7235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7235+STABILITY: SURFACE MOTION
 DM7235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7235+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM7235
 DM7235  HISTORY     - Date     Condition        Report By
 DM7235  HISTORY     - 2008     MONUMENTED       NJGS
 DM7235  HISTORY     - 20230713 GOOD             BASE9
 DM7235
 DM7235                          STATION DESCRIPTION
 DM7235
 DM7235'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7235'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF
 DM7235'MOORESTOWN, 6.7 MI (10.8 KM) WEST OF PEMBERTON AND 1.1 MI (1.8 KM)
 DM7235'WEST-SOUTHWEST OF MOUNT HOLLY.
 DM7235'
 DM7235'THIS STATION IS LOCATED IN HAINESPORT TOWNSHIP, ON THE SOUTHWEST
 DM7235'CORNER OF THE JUNCTION OF MARNE HIGHWAY (COUNTY ROAD 537) AND THE
 DM7235'MOUNT HOLLY BYPASS (COUNTY ROAD 541).
 DM7235'
 DM7235'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 DM7235'TRAFFIC SIGNAL BASE, 3 FT (0.9 M) WEST OF THE MAST, 26.0 FT (7.9 M)
 DM7235'SOUTH OF THE CURB OF MARNE HIGHWAY EXTENDED, 13.7 FT (4.2 M) WEST OF
 DM7235'THE CURB OF ROUTE 541 EXTENDED, 11.3 FT (3.4 M) SOUTHWEST AND RADIAL
 DM7235'TO THE CURB, 33.7 FT (10.3 M) SOUTHEAST OF POLE NUMBER 61327, 53.7 FT
 DM7235'(16.4 M) NORTHWEST OF A SIGN (ROUTE 541).
 DM7235
 DM7235                          STATION RECOVERY (2023)
 DM7235
 DM7235'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2023 (DRD)
 DM7235'SHOULD GENERALLY BE GOOD FOR GNSS OBSERVATIONS, TRAFFIC SIGNAL POST TO
 DM7235'THE SOUTHEAST WILL BE A SOURCE OF MULTIPATH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7265 ***********************************************************************
 DM7265  DESIGNATION -  3 P 33
 DM7265  PID         -  DM7265
 DM7265  STATE/COUNTY-  NJ/BURLINGTON
 DM7265  COUNTRY     -  US
 DM7265  USGS QUAD   -  PEMBERTON (2019)
 DM7265
 DM7265                         *CURRENT SURVEY CONTROL
 DM7265  ______________________________________________________________________
 DM7265* NAD 83(1986) POSITION- 39 54 21.24   (N) 074 44 25.31   (W)   HD_HELD1
 DM7265* NAVD 88 ORTHO HEIGHT -    12.328 (meters)       40.45  (feet) ADJUSTED
 DM7265  ______________________________________________________________________
 DM7265  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 DM7265  DYNAMIC HEIGHT  -         12.323 (meters)       40.43  (feet) COMP
 DM7265  MODELED GRAVITY -    980,183.3   (mgal)                       NAVD 88
 DM7265
 DM7265  VERT ORDER      -  FIRST     CLASS II
 DM7265
 DM7265.The horizontal coordinates were determined by differentially corrected
 DM7265.hand held GPS observations or other comparable positioning techniques
 DM7265.and have an estimated accuracy of +/- 3 meters.
 DM7265
 DM7265.The orthometric height was determined by differential leveling and
 DM7265.adjusted by the NATIONAL GEODETIC SURVEY
 DM7265.in May 2011.
 DM7265
 DM7265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7265.GEOID18 height accuracy estimate available here.
 DM7265
 DM7265.Click photographs - Photos may exist for this station.
 DM7265
 DM7265.The dynamic height is computed by dividing the NAVD 88
 DM7265.geopotential number by the normal gravity value computed on the
 DM7265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7265.degrees latitude (g = 980.6199 gals.).
 DM7265
 DM7265.The modeled gravity was interpolated from observed gravity values.
 DM7265
 DM7265;                    North         East    Units  Estimated Accuracy
 DM7265;SPC NJ       -   119,094.8     129,448.3     MT  (+/- 3 meters HH1 GPS) 
 DM7265
 DM7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2219217345(NAD 83)
 DM7265
 DM7265                          SUPERSEDED SURVEY CONTROL
 DM7265
 DM7265.No superseded survey control is available for this station.
 DM7265
 DM7265_MARKER: DD = SURVEY DISK
 DM7265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7265_SP_SET: CULVERT
 DM7265_STAMPING: 3 P 33 2008
 DM7265_MARK LOGO: NJGS
 DM7265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7265+STABILITY: SURFACE MOTION
 DM7265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7265+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DM7265
 DM7265  HISTORY     - Date     Condition        Report By
 DM7265  HISTORY     - 20080614 MONUMENTED       NJGS
 DM7265  HISTORY     - 20231214 GOOD             NJGS
 DM7265
 DM7265                          STATION DESCRIPTION
 DM7265
 DM7265'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7265'THE STATION IS LOCATED IN SOUTHAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7265'THE NORTH END OF A CONCRETE CULVERT FOR BEVERDAM CREEK ON THE WEST
 DM7265'SIDE OF US HIGHWAY 206, AT THE NORTHWEST CORNER OF US HIGHWAY 206 AND
 DM7265'RIDGE ROAD.
 DM7265'
 DM7265'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND STATE
 DM7265'ROUTE 70, AT THE RED LION CIRCLE, GO 1.3 MI (2.1 KM) NORTH ON US
 DM7265'HIGHWAY 206 TO THE STATION ON THE LEFT.
 DM7265'
 DM7265'THE STATION IS 39.0 FT (11.9 M) NORTH OF THE CENTERLINE OF RIDGE ROAD,
 DM7265'32.5 FT (9.9 M) WEST 0F THE CENTERLINE OF US HIGHWAY 206, 132.5 FT
 DM7265'(40.4 M) SOUTH OF SOUTH BOUND MILEPOST MARKER 19, 137.0 FT (41.8 M)
 DM7265'SOUTH OF POLE NUMBER PS1633SH, 14.0 FT (4.3 M) NORTH OF THE SOUTH END
 DM7265'OF THE CULVERT, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.  THE STATION
 DM7265'IS ABOUT 2 FT (0.6 M) HIGHER THAN THE ROAD SURFACE.
 DM7265
 DM7265                          STATION RECOVERY (2023)
 DM7265
 DM7265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8770 ***********************************************************************
 AB8770  DESIGNATION -  3 Q 1
 AB8770  PID         -  AB8770
 AB8770  STATE/COUNTY-  NJ/BURLINGTON
 AB8770  COUNTRY     -  US
 AB8770  USGS QUAD   -  BRISTOL (2019)
 AB8770
 AB8770                         *CURRENT SURVEY CONTROL
 AB8770  ______________________________________________________________________
 AB8770* NAD 83(2011) POSITION- 40 05 25.58627(N) 074 49 14.26755(W)   ADJUSTED
 AB8770* NAD 83(2011) ELLIP HT-   -25.267 (meters)        (06/27/12)   ADJUSTED
 AB8770* NAD 83(2011) EPOCH   -  2010.00
 AB8770* NAVD 88 ORTHO HEIGHT -     7.6   (meters)       25.    (feet) GPS OBS
 AB8770  ______________________________________________________________________
 AB8770  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8770  GEOID HEIGHT    -        -33.139 (meters)                     GEOID93
 AB8770  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 AB8770  NAD 83(2011) X  -  1,279,418.043 (meters)                     COMP
 AB8770  NAD 83(2011) Y  - -4,715,750.864 (meters)                     COMP
 AB8770  NAD 83(2011) Z  -  4,085,656.913 (meters)                     COMP
 AB8770  LAPLACE CORR    -          3.49  (seconds)                    DEFLEC18
 AB8770
 AB8770  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8770  Standards:
 AB8770         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8770            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8770  -------------------------------------------------------------------
 AB8770  NETWORK    0.58   1.10           0.25   0.22   0.56     -0.12460639
 AB8770  -------------------------------------------------------------------
 AB8770  Click here for local accuracies and other accuracy information.
 AB8770
 AB8770.The horizontal coordinates were established by GPS observations
 AB8770.and adjusted by the National Geodetic Survey in June 2012.
 AB8770
 AB8770.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8770.been affixed to the stable North American tectonic plate. See 
 AB8770.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8770
 AB8770.The horizontal coordinates are valid at the epoch date displayed above
 AB8770.which is a decimal equivalence of Year/Month/Day.
 AB8770
 AB8770.The orthometric height was determined by GPS observations and a
 AB8770.high-resolution geoid model.
 AB8770
 AB8770.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8770.GEOID18 height accuracy estimate available here.
 AB8770
 AB8770.Click photographs - Photos may exist for this station.
 AB8770
 AB8770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8770
 AB8770.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8770
 AB8770.The ellipsoidal height was determined by GPS observations
 AB8770.and is referenced to NAD 83.
 AB8770
 AB8770. The following values were computed from the NAD 83(2011) position.
 AB8770
 AB8770;                    North         East     Units Scale Factor Converg.
 AB8770;SPC NJ       -   139,604.791   122,659.044   MT  0.99990920   -0 12 23.3
 AB8770;SPC NJ       -   458,020.05    402,423.88   sFT  0.99990920   -0 12 23.3
 AB8770;UTM  18      - 4,437,810.736   515,290.765   MT  0.99960288   +0 06 55.8
 AB8770
 AB8770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8770!SPC NJ       -   1.00000396  x   0.99990920  =   0.99991316
 AB8770!UTM  18      -   1.00000396  x   0.99960288  =   0.99960684
 AB8770
 AB8770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1529037810(NAD 83)
 AB8770
 AB8770                          SUPERSEDED SURVEY CONTROL
 AB8770
 AB8770  NAD 83(2007)-  40 05 25.58670(N)    074 49 14.26820(W) AD(2002.00) 0
 AB8770  ELLIP H (02/10/07)  -25.261  (m)                       GP(2002.00)    
 AB8770  ELLIP H (10/23/02)  -25.213  (m)                       GP(       ) 4 1
 AB8770  NAD 83(1996)-  40 05 25.58674(N)    074 49 14.26820(W) AD(       ) 1
 AB8770  ELLIP H (05/14/99)  -25.218  (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)  -25.244  (m)                       GP(       ) 2 1
 AB8770
 AB8770.Superseded values are not recommended for survey control.
 AB8770
 AB8770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8770.See file dsdata.pdf to determine how the superseded data were derived.
 AB8770
 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 = JULY 24, 2026 22:12:30 EDT
 DM7243 ***********************************************************************
 DM7243  DESIGNATION -  3 Q 2
 DM7243  PID         -  DM7243
 DM7243  STATE/COUNTY-  NJ/BURLINGTON
 DM7243  COUNTRY     -  US
 DM7243  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7243
 DM7243                         *CURRENT SURVEY CONTROL
 DM7243  ______________________________________________________________________
 DM7243* NAD 83(1986) POSITION- 39 57 55.     (N) 074 48 20.     (W)   SCALED
 DM7243* NAVD 88 ORTHO HEIGHT -     8.990 (meters)       29.49  (feet) ADJUSTED
 DM7243  ______________________________________________________________________
 DM7243  GEOID HEIGHT    -        -32.661 (meters)                     GEOID18
 DM7243  DYNAMIC HEIGHT  -          8.986 (meters)       29.48  (feet) COMP
 DM7243  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 DM7243
 DM7243  VERT ORDER      -  FIRST     CLASS II
 DM7243
 DM7243.The horizontal coordinates were scaled from a map and have
 DM7243.an estimated accuracy of +/- 6 seconds.
 DM7243
 DM7243.The orthometric height was determined by differential leveling and
 DM7243.adjusted by the NATIONAL GEODETIC SURVEY
 DM7243.in May 2011.
 DM7243
 DM7243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7243.GEOID18 height accuracy estimate available here.
 DM7243
 DM7243.Click photographs - Photos may exist for this station.
 DM7243
 DM7243.The dynamic height is computed by dividing the NAVD 88
 DM7243.geopotential number by the normal gravity value computed on the
 DM7243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7243.degrees latitude (g = 980.6199 gals.).
 DM7243
 DM7243.The modeled gravity was interpolated from observed gravity values.
 DM7243
 DM7243;                    North         East    Units  Estimated Accuracy
 DM7243;SPC NJ       -   125,700.      123,900.      MT  (+/- 180 meters Scaled)
 DM7243
 DM7243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK166239(NAD 83)
 DM7243
 DM7243                          SUPERSEDED SURVEY CONTROL
 DM7243
 DM7243.No superseded survey control is available for this station.
 DM7243
 DM7243_MARKER: DD = SURVEY DISK
 DM7243_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7243_SP_SET: FLAG POLE BASE
 DM7243_STAMPING: 3 Q 2 2008
 DM7243_MARK LOGO: NJGS
 DM7243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7243+STABILITY: SURFACE MOTION
 DM7243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7243+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 DM7243
 DM7243  HISTORY     - Date     Condition        Report By
 DM7243  HISTORY     - 20080508 MONUMENTED       NJGS
 DM7243
 DM7243                          STATION DESCRIPTION
 DM7243
 DM7243'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7243'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, IN THE TOWN OF
 DM7243'LUMBERTON, SET IN A DRILL HOLE IN THE SOUTHWEST CORNER FOR A WOODEN
 DM7243'FLAG POLE IN A MEMORIAL PARK, NORTH OF THE LUMBERTON HISTORICAL
 DM7243'SOCIETY MUSEUM (NUMBER 602).
 DM7243'
 DM7243'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 DM7243'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 DM7243'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 DM7243'STREET.  TURN RIGHT AND GO 0.55 MI (0.9 KM) SOUTH ON MAIN STREET TO
 DM7243'THE STATION ON THE LEFT.
 DM7243'
 DM7243'THE STATION IS 53.5 FT (16.3 M) SOUTH-SOUTHWEST OF MILEPOST SIGN 15
 DM7243'FOR THE NORTH BOUND LANES, 25.0 FT (7.6 M) EAST-SOUTHEAST OF THE CURB,
 DM7243'26.0 FT (7.9 M) SOUTHEAST OF POLE NUMBER BT61274, 2.0 FT (0.6 M)
 DM7243'SOUTHWEST OF THE FLAG POLE, 26.4 FT (8.0 M) NORTH-NORTHEAST OF THE
 DM7243'NORTHWEST CORNER OF THE MUSEUM BUILDING.  THE STATION IS FLUSH WITH
 DM7243'THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7266 ***********************************************************************
 DM7266  DESIGNATION -  3 Q 3
 DM7266  PID         -  DM7266
 DM7266  STATE/COUNTY-  NJ/BURLINGTON
 DM7266  COUNTRY     -  US
 DM7266  USGS QUAD   -  PEMBERTON (2019)
 DM7266
 DM7266                         *CURRENT SURVEY CONTROL
 DM7266  ______________________________________________________________________
 DM7266* NAD 83(1986) POSITION- 39 54 47.     (N) 074 43 49.     (W)   SCALED
 DM7266* NAVD 88 ORTHO HEIGHT -    17.020 (meters)       55.84  (feet) ADJUSTED
 DM7266  ______________________________________________________________________
 DM7266  GEOID HEIGHT    -        -32.702 (meters)                     GEOID18
 DM7266  DYNAMIC HEIGHT  -         17.013 (meters)       55.82  (feet) COMP
 DM7266  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 DM7266
 DM7266  VERT ORDER      -  FIRST     CLASS II
 DM7266
 DM7266.The horizontal coordinates were scaled from a map and have
 DM7266.an estimated accuracy of +/- 6 seconds.
 DM7266
 DM7266.The orthometric height was determined by differential leveling and
 DM7266.adjusted by the NATIONAL GEODETIC SURVEY
 DM7266.in May 2011.
 DM7266
 DM7266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7266.GEOID18 height accuracy estimate available here.
 DM7266
 DM7266.Click photographs - Photos may exist for this station.
 DM7266
 DM7266.The dynamic height is computed by dividing the NAVD 88
 DM7266.geopotential number by the normal gravity value computed on the
 DM7266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7266.degrees latitude (g = 980.6199 gals.).
 DM7266
 DM7266.The modeled gravity was interpolated from observed gravity values.
 DM7266
 DM7266;                    North         East    Units  Estimated Accuracy
 DM7266;SPC NJ       -   119,890.      130,310.      MT  (+/- 180 meters Scaled)
 DM7266
 DM7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK230181(NAD 83)
 DM7266
 DM7266                          SUPERSEDED SURVEY CONTROL
 DM7266
 DM7266.No superseded survey control is available for this station.
 DM7266
 DM7266_MARKER: DD = SURVEY DISK
 DM7266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7266_STAMPING: 3 Q 3 2008
 DM7266_MARK LOGO: NJGS
 DM7266_PROJECTION: FLUSH
 DM7266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7266+STABILITY: SURFACE MOTION
 DM7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7266+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DM7266
 DM7266  HISTORY     - Date     Condition        Report By
 DM7266  HISTORY     - 20080614 MONUMENTED       NJGS
 DM7266
 DM7266                          STATION DESCRIPTION
 DM7266
 DM7266'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7266'THE STATION IS LOCATED IN SOUTHAMPTON TOWNSHIP, ON THE NORTH SIDE OF
 DM7266'RIDGE ROAD.
 DM7266'
 DM7266'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND STATE
 DM7266'ROUTE 70, AT THE RED LION CIRCLE, GO 1.3 MI (2.1 KM) NORTH ON US
 DM7266'HIGHWAY 206 TO THE JUNCTION WITH RIDGE ROAD.  TURN RIGHT AND GO 0.8 MI
 DM7266'(1.3 KM) NORTHEAST ON RIDGE ROAD TO THE STATION ON THE LEFT.
 DM7266'
 DM7266'THE STATION IS IN FRONT OF HOUSE NUMBER 159 4.4 M (14.4 FT) NORTHWEST
 DM7266'THE CENTERLINE OF RIDGE ROAD, 1.5 M (4.9 FT) EAST-NORTHEAST OF POLE
 DM7266'NUMBER 61757SH 855-30, 14.2 M (46.6 FT) NORTH AND ACROSS THE ROAD FROM
 DM7266'A MAILBOX FOR HOUSE NUMBER 159, 38.8 M (127.3 FT) SOUTHWEST OF POLE
 DM7266'NUMBER 61834, 9.7 M (31.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 DM7266'DRIVEWAY FOR HOUSE NUMBER 159, 0.9 M (3.0 FT) NORTHEAST OF A WITNESS
 DM7266'SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8772 ***********************************************************************
 AB8772  DESIGNATION -  3 R 1
 AB8772  PID         -  AB8772
 AB8772  STATE/COUNTY-  NJ/BURLINGTON
 AB8772  COUNTRY     -  US
 AB8772  USGS QUAD   -  BRISTOL (2019)
 AB8772
 AB8772                         *CURRENT SURVEY CONTROL
 AB8772  ______________________________________________________________________
 AB8772* NAD 83(2011) POSITION- 40 06 02.33144(N) 074 47 51.21318(W)   ADJUSTED
 AB8772* NAD 83(2011) ELLIP HT-   -23.061 (meters)        (06/27/12)   ADJUSTED
 AB8772* NAD 83(2011) EPOCH   -  2010.00
 AB8772* NAVD 88 ORTHO HEIGHT -     9.8   (meters)       32.    (feet) GPS OBS
 AB8772  ______________________________________________________________________
 AB8772  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8772  GEOID HEIGHT    -        -33.124 (meters)                     GEOID93
 AB8772  GEOID HEIGHT    -        -32.826 (meters)                     GEOID18
 AB8772  NAD 83(2011) X  -  1,281,125.807 (meters)                     COMP
 AB8772  NAD 83(2011) Y  - -4,714,532.540 (meters)                     COMP
 AB8772  NAD 83(2011) Z  -  4,086,525.310 (meters)                     COMP
 AB8772  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 AB8772
 AB8772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8772  Standards:
 AB8772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8772  -------------------------------------------------------------------
 AB8772  NETWORK    0.53   1.00           0.24   0.19   0.51     -0.10598988
 AB8772  -------------------------------------------------------------------
 AB8772  Click here for local accuracies and other accuracy information.
 AB8772
 AB8772.The horizontal coordinates were established by GPS observations
 AB8772.and adjusted by the National Geodetic Survey in June 2012.
 AB8772
 AB8772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8772.been affixed to the stable North American tectonic plate. See 
 AB8772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8772
 AB8772.The horizontal coordinates are valid at the epoch date displayed above
 AB8772.which is a decimal equivalence of Year/Month/Day.
 AB8772
 AB8772.The orthometric height was determined by GPS observations and a
 AB8772.high-resolution geoid model.
 AB8772
 AB8772.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8772.GEOID18 height accuracy estimate available here.
 AB8772
 AB8772.Click photographs - Photos may exist for this station.
 AB8772
 AB8772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8772
 AB8772.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8772
 AB8772.The ellipsoidal height was determined by GPS observations
 AB8772.and is referenced to NAD 83.
 AB8772
 AB8772. The following values were computed from the NAD 83(2011) position.
 AB8772
 AB8772;                    North         East     Units Scale Factor Converg.
 AB8772;SPC NJ       -   140,731.194   124,630.134   MT  0.99990792   -0 11 30.0
 AB8772;SPC NJ       -   461,715.59    408,890.70   sFT  0.99990792   -0 11 30.0
 AB8772;UTM  18      - 4,438,947.853   517,254.893   MT  0.99960367   +0 07 49.4
 AB8772
 AB8772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8772!SPC NJ       -   1.00000362  x   0.99990792  =   0.99991154
 AB8772!UTM  18      -   1.00000362  x   0.99960367  =   0.99960729
 AB8772
 AB8772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1725438947(NAD 83)
 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  NAD 83(2007)-  40 06 02.33189(N)    074 47 51.21384(W) AD(2002.00) 0
 AB8772  ELLIP H (02/10/07)  -23.056  (m)                       GP(2002.00)    
 AB8772  ELLIP H (10/23/02)  -23.013  (m)                       GP(       ) 4 1
 AB8772  NAD 83(1996)-  40 06 02.33193(N)    074 47 51.21383(W) AD(       ) 1
 AB8772  ELLIP H (05/14/99)  -23.019  (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)  -23.049  (m)                       GP(       ) 2 1
 AB8772
 AB8772.Superseded values are not recommended for survey control.
 AB8772
 AB8772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8772.See file dsdata.pdf to determine how the superseded data were derived.
 AB8772
 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 = JULY 24, 2026 22:12:30 EDT
 DM7230 ***********************************************************************
 DM7230  DESIGNATION -  3 R 2
 DM7230  PID         -  DM7230
 DM7230  STATE/COUNTY-  NJ/BURLINGTON
 DM7230  COUNTRY     -  US
 DM7230  USGS QUAD   -  BRISTOL (2019)
 DM7230
 DM7230                         *CURRENT SURVEY CONTROL
 DM7230  ______________________________________________________________________
 DM7230* NAD 83(1986) POSITION- 40 00 47.8    (N) 074 48 49.7    (W)   HD_HELD2
 DM7230* NAVD 88 ORTHO HEIGHT -    12.643 (meters)       41.48  (feet) ADJUSTED
 DM7230  ______________________________________________________________________
 DM7230  GEOID HEIGHT    -        -32.680 (meters)                     GEOID18
 DM7230  DYNAMIC HEIGHT  -         12.638 (meters)       41.46  (feet) COMP
 DM7230  MODELED GRAVITY -    980,199.5   (mgal)                       NAVD 88
 DM7230
 DM7230  VERT ORDER      -  FIRST     CLASS II
 DM7230
 DM7230.The horizontal coordinates were established by autonomous hand held GPS
 DM7230.observations and have an estimated accuracy of +/- 10 meters.
 DM7230
 DM7230.The orthometric height was determined by differential leveling and
 DM7230.adjusted by the NATIONAL GEODETIC SURVEY
 DM7230.in May 2011.
 DM7230
 DM7230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7230.GEOID18 height accuracy estimate available here.
 DM7230
 DM7230.Click photographs - Photos may exist for this station.
 DM7230
 DM7230.The dynamic height is computed by dividing the NAVD 88
 DM7230.geopotential number by the normal gravity value computed on the
 DM7230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7230.degrees latitude (g = 980.6199 gals.).
 DM7230
 DM7230.The modeled gravity was interpolated from observed gravity values.
 DM7230
 DM7230;                    North         East    Units  Estimated Accuracy
 DM7230;SPC NJ       -   131,036.      123,211.      MT  (+/- 10 meters HH2 GPS)
 DM7230
 DM7230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1589029247(NAD 83)
 DM7230
 DM7230                          SUPERSEDED SURVEY CONTROL
 DM7230
 DM7230.No superseded survey control is available for this station.
 DM7230
 DM7230_MARKER: DD = SURVEY DISK
 DM7230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7230_SP_SET: CULVERT HEADWALL
 DM7230_STAMPING: 3 R 2 2008
 DM7230_MARK LOGO: NJGS
 DM7230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7230+STABILITY: SURFACE MOTION
 DM7230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7230+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 DM7230
 DM7230  HISTORY     - Date     Condition        Report By
 DM7230  HISTORY     - 20080508 MONUMENTED       NJGS
 DM7230  HISTORY     - 20230713 GOOD             BASE9
 DM7230
 DM7230                          STATION DESCRIPTION
 DM7230
 DM7230'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7230'THE STATION IS LOCATED IN WESTAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7230'THE SOUTHEAST CORNER OF A CONCRETE HEADWALL ON THE NORTHEAST SIDE OF
 DM7230'WOODLANE ROAD (COUNTY ROAD 630), ABOUT 350 FT (106.7 M) EAST OF THE
 DM7230'CENTERLINE OF GREENWICH DRIVE.
 DM7230'
 DM7230'THE STATION IS ALSO ABOUT 0.3 MI (0.5 KM) EAST OF PIONEER BOULEVARD,
 DM7230'LEADING TO BURLINGTON COUNTY COLLEGE.
 DM7230'
 DM7230'IT IS 66.0 FT (20.1 M) NORTH-NORTHEAST OF POLE NUMBER 653W, 48.4 FT
 DM7230'(14.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF WOODLANE ROAD, 10.8 FT
 DM7230'(3.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF A 8 FT (2.4 M) WIDE PATH,
 DM7230'134.0 FT (40.8 M) NORTHWEST OF POLE NUMBER 61449, 68.2 FT (20.8 M)
 DM7230'NORTHEAST OF POLE NUMBER 91, 22.0 FT (6.7 M) NORTH-NORTHEAST OF A
 DM7230'DOUBLE-GRATED INLET.
 DM7230
 DM7230                          STATION RECOVERY (2023)
 DM7230
 DM7230'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2023 (DRD)
 DM7230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7267 ***********************************************************************
 DM7267  DESIGNATION -  3 R 3
 DM7267  PID         -  DM7267
 DM7267  STATE/COUNTY-  NJ/BURLINGTON
 DM7267  COUNTRY     -  US
 DM7267  USGS QUAD   -  PEMBERTON (2019)
 DM7267
 DM7267                         *CURRENT SURVEY CONTROL
 DM7267  ______________________________________________________________________
 DM7267* NAD 83(1986) POSITION- 39 55 07.     (N) 074 43 11.     (W)   SCALED
 DM7267* NAVD 88 ORTHO HEIGHT -    10.150 (meters)       33.30  (feet) ADJUSTED
 DM7267  ______________________________________________________________________
 DM7267  GEOID HEIGHT    -        -32.693 (meters)                     GEOID18
 DM7267  DYNAMIC HEIGHT  -         10.146 (meters)       33.29  (feet) COMP
 DM7267  MODELED GRAVITY -    980,184.7   (mgal)                       NAVD 88
 DM7267
 DM7267  VERT ORDER      -  FIRST     CLASS II
 DM7267
 DM7267.The horizontal coordinates were scaled from a map and have
 DM7267.an estimated accuracy of +/- 6 seconds.
 DM7267
 DM7267.The orthometric height was determined by differential leveling and
 DM7267.adjusted by the NATIONAL GEODETIC SURVEY
 DM7267.in May 2011.
 DM7267
 DM7267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7267.GEOID18 height accuracy estimate available here.
 DM7267
 DM7267.Click photographs - Photos may exist for this station.
 DM7267
 DM7267.The dynamic height is computed by dividing the NAVD 88
 DM7267.geopotential number by the normal gravity value computed on the
 DM7267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7267.degrees latitude (g = 980.6199 gals.).
 DM7267
 DM7267.The modeled gravity was interpolated from observed gravity values.
 DM7267
 DM7267;                    North         East    Units  Estimated Accuracy
 DM7267;SPC NJ       -   120,500.      131,220.      MT  (+/- 180 meters Scaled)
 DM7267
 DM7267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK239187(NAD 83)
 DM7267
 DM7267                          SUPERSEDED SURVEY CONTROL
 DM7267
 DM7267.No superseded survey control is available for this station.
 DM7267
 DM7267_MARKER: DD = SURVEY DISK
 DM7267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7267_SP_SET: CULVERT HEADWALL
 DM7267_STAMPING: 3 R 3 2008
 DM7267_MARK LOGO: NJGS
 DM7267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7267+STABILITY: SURFACE MOTION
 DM7267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7267+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DM7267
 DM7267  HISTORY     - Date     Condition        Report By
 DM7267  HISTORY     - 20080614 MONUMENTED       NJGS
 DM7267
 DM7267                          STATION DESCRIPTION
 DM7267
 DM7267'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7267'THE STATION IS LOCATED IN SOUTHAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7267'A CONCRETE CULVERT FOR FRIENDSHIP CREEK ON THE NORTHEAST SIDE OF
 DM7267'RETREAT ROAD.
 DM7267'
 DM7267'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND STATE
 DM7267'ROUTE 70, AT THE RED LION CIRCLE, GO 1.3 MI (2.1 KM) NORTH ON US
 DM7267'HIGHWAY 206 TO THE JUNCTION WITH RIDGE ROAD.  TURN RIGHT AND GO 1.4 MI
 DM7267'(2.3 KM) NORTHEAST ON RIDGE ROAD TO THE JUNCTION WITH RETREAT ROAD.
 DM7267'TURN RIGHT AND GO 0.15 MI (0.2 KM) WEST-SOUTHWEST TO THE STATION ON
 DM7267'THE LEFT.
 DM7267'
 DM7267'THE STATION IS 4.4 FT (1.3 M) SOUTH OF THE NORTH END OF THE CULVERT,
 DM7267'12.4 FT (3.8 M) NORTH OF THE SOUTH END OF THE CULVERT, 50.0 FT (15.2
 DM7267'M) SOUTHEAST OF A SIGN (DANGEROUS INTERSECTION), 12.0 FT (3.7 M)
 DM7267'NORTHEAST OF THE CENTERLINE OF RETREAT ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8768 ***********************************************************************
 AB8768  DESIGNATION -  3 S 1
 AB8768  PID         -  AB8768
 AB8768  STATE/COUNTY-  NJ/BURLINGTON
 AB8768  COUNTRY     -  US
 AB8768  USGS QUAD   -  BRISTOL (2019)
 AB8768
 AB8768                         *CURRENT SURVEY CONTROL
 AB8768  ______________________________________________________________________
 AB8768* NAD 83(2011) POSITION- 40 06 55.53654(N) 074 46 14.12160(W)   ADJUSTED
 AB8768* NAD 83(2011) ELLIP HT-   -26.424 (meters)        (06/27/12)   ADJUSTED
 AB8768* NAD 83(2011) EPOCH   -  2010.00
 AB8768* NAVD 88 ORTHO HEIGHT -     6.404 (meters)       21.01  (feet) ADJUSTED
 AB8768  ______________________________________________________________________
 AB8768  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 AB8768  NAD 83(2011) X  -  1,283,066.472 (meters)                     COMP
 AB8768  NAD 83(2011) Y  - -4,712,906.419 (meters)                     COMP
 AB8768  NAD 83(2011) Z  -  4,087,778.252 (meters)                     COMP
 AB8768  LAPLACE CORR    -          3.73  (seconds)                    DEFLEC18
 AB8768  DYNAMIC HEIGHT  -          6.401 (meters)       21.00  (feet) COMP
 AB8768  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 AB8768
 AB8768  VERT ORDER      -  FIRST     CLASS II
 AB8768
 AB8768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8768  Standards:
 AB8768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8768  -------------------------------------------------------------------
 AB8768  NETWORK    0.49   0.94           0.22   0.18   0.48     -0.09284411
 AB8768  -------------------------------------------------------------------
 AB8768  Click here for local accuracies and other accuracy information.
 AB8768
 AB8768.The horizontal coordinates were established by GPS observations
 AB8768.and adjusted by the National Geodetic Survey in June 2012.
 AB8768
 AB8768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8768.been affixed to the stable North American tectonic plate. See 
 AB8768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8768
 AB8768.The horizontal coordinates are valid at the epoch date displayed above
 AB8768.which is a decimal equivalence of Year/Month/Day.
 AB8768
 AB8768.The orthometric height was determined by differential leveling and
 AB8768.adjusted by the NATIONAL GEODETIC SURVEY
 AB8768.in February 2010.
 AB8768
 AB8768.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8768.GEOID18 height accuracy estimate available here.
 AB8768
 AB8768.Click photographs - Photos may exist for this station.
 AB8768
 AB8768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8768
 AB8768.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8768
 AB8768.The ellipsoidal height was determined by GPS observations
 AB8768.and is referenced to NAD 83.
 AB8768
 AB8768.The dynamic height is computed by dividing the NAVD 88
 AB8768.geopotential number by the normal gravity value computed on the
 AB8768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8768.degrees latitude (g = 980.6199 gals.).
 AB8768
 AB8768.The modeled gravity was interpolated from observed gravity values.
 AB8768
 AB8768. The following values were computed from the NAD 83(2011) position.
 AB8768
 AB8768;                    North         East     Units Scale Factor Converg.
 AB8768;SPC NJ       -   142,364.722   126,934.579   MT  0.99990655   -0 10 27.7
 AB8768;SPC NJ       -   467,074.93    416,451.20   sFT  0.99990655   -0 10 27.7
 AB8768;UTM  18      - 4,440,593.812   519,549.422   MT  0.99960470   +0 08 52.1
 AB8768
 AB8768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8768!SPC NJ       -   1.00000415  x   0.99990655  =   0.99991069
 AB8768!UTM  18      -   1.00000415  x   0.99960470  =   0.99960884
 AB8768
 AB8768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1954940593(NAD 83)
 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  NAD 83(2007)-  40 06 55.53700(N)    074 46 14.12225(W) AD(2002.00) 0
 AB8768  ELLIP H (02/10/07)  -26.419  (m)                       GP(2002.00)    
 AB8768  ELLIP H (10/23/02)  -26.381  (m)                       GP(       ) 4 1
 AB8768  NAD 83(1996)-  40 06 55.53705(N)    074 46 14.12226(W) AD(       ) 1
 AB8768  ELLIP H (05/14/99)  -26.386  (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)  -26.420  (m)                       GP(       ) 2 1
 AB8768  NAVD 88 (12/16/96)    6.4    (m)  GEOID93  model used  GPS OBS        
 AB8768
 AB8768.Superseded values are not recommended for survey control.
 AB8768
 AB8768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8768.See file dsdata.pdf to determine how the superseded data were derived.
 AB8768
 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_PROJECTION: FLUSH
 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 - September 10, 2020
 AB8768
 AB8768  HISTORY     - Date     Condition        Report By
 AB8768  HISTORY     - 1995     MONUMENTED       TWT
 AB8768  HISTORY     - 20060607 GOOD             AAAS
 AB8768  HISTORY     - 20060823 GOOD             NJGS
 AB8768  HISTORY     - 20200910 GOOD             NJGS
 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.
 AB8768
 AB8768                          STATION RECOVERY (2006)
 AB8768
 AB8768'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AB8768'RECOVERED AS DESCRIBED.
 AB8768
 AB8768                          STATION RECOVERY (2020)
 AB8768
 AB8768'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 AB8768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7231 ***********************************************************************
 DM7231  DESIGNATION -  3 S 2
 DM7231  PID         -  DM7231
 DM7231  STATE/COUNTY-  NJ/BURLINGTON
 DM7231  COUNTRY     -  US
 DM7231  USGS QUAD   -  BRISTOL (2019)
 DM7231
 DM7231                         *CURRENT SURVEY CONTROL
 DM7231  ______________________________________________________________________
 DM7231* NAD 83(1986) POSITION- 40 00 41.82   (N) 074 48 06.00   (W)   HD_HELD1
 DM7231* NAVD 88 ORTHO HEIGHT -    16.991 (meters)       55.74  (feet) ADJUSTED
 DM7231  ______________________________________________________________________
 DM7231  GEOID HEIGHT    -        -32.668 (meters)                     GEOID18
 DM7231  DYNAMIC HEIGHT  -         16.984 (meters)       55.72  (feet) COMP
 DM7231  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 DM7231
 DM7231  VERT ORDER      -  FIRST     CLASS II
 DM7231
 DM7231.The horizontal coordinates were determined by differentially corrected
 DM7231.hand held GPS observations or other comparable positioning techniques
 DM7231.and have an estimated accuracy of +/- 3 meters.
 DM7231
 DM7231.The orthometric height was determined by differential leveling and
 DM7231.adjusted by the NATIONAL GEODETIC SURVEY
 DM7231.in May 2011.
 DM7231
 DM7231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7231.GEOID18 height accuracy estimate available here.
 DM7231
 DM7231.Click photographs - Photos may exist for this station.
 DM7231
 DM7231.The dynamic height is computed by dividing the NAVD 88
 DM7231.geopotential number by the normal gravity value computed on the
 DM7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7231.degrees latitude (g = 980.6199 gals.).
 DM7231
 DM7231.The modeled gravity was interpolated from observed gravity values.
 DM7231
 DM7231;                    North         East    Units  Estimated Accuracy
 DM7231;SPC NJ       -   130,847.7     124,246.4     MT  (+/- 3 meters HH1 GPS) 
 DM7231
 DM7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1692629065(NAD 83)
 DM7231
 DM7231                          SUPERSEDED SURVEY CONTROL
 DM7231
 DM7231.No superseded survey control is available for this station.
 DM7231
 DM7231_MARKER: DD = SURVEY DISK
 DM7231_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM7231+WITH SETTING: PAVEMENT
 DM7231_SP_SET: TRAFFIC SIGNAL BASE
 DM7231_STAMPING: 3 S 2 2008
 DM7231_MARK LOGO: NJGS
 DM7231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7231+STABILITY: SURFACE MOTION
 DM7231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7231+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 DM7231
 DM7231  HISTORY     - Date     Condition        Report By
 DM7231  HISTORY     - 20080508 MONUMENTED       NJGS
 DM7231  HISTORY     - 20230713 GOOD             BASE9
 DM7231
 DM7231                          STATION DESCRIPTION
 DM7231
 DM7231'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7231'THE STATION IS LOCATED IN WESTAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7231'THE SOUTHWEST CORNER OF THE BASE OF A TRAFFIC SIGNAL ON THE SOUTHWEST
 DM7231'CORNER OF THE JUNCTION OF WOODLANE ROAD (COUNTY ROAD 630) AND
 DM7231'BURLINGTON-MT HOLLY ROAD (COUNTY ROAD 541).
 DM7231'
 DM7231'THE STATION IS 6.0 FT (1.8 M) SOUTHWEST AND RADIAL TO THE CURB, 29.6
 DM7231'FT (9.0 M) WEST OF A FIRE HYDRANT, 62.7 FT (19.1 M) EAST OF POLE
 DM7231'NUMBER 61584WH, 2.0 FT (0.6 M) WEST OF THE SIGNAL MAST, 6.7 FT (2.0 M)
 DM7231'NORTH OF THE NORTH EDGE OF THE PARKING LOT FOR RETAIL STORES.
 DM7231
 DM7231                          STATION RECOVERY (2023)
 DM7231
 DM7231'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2023 (DRD)
 DM7231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7268 ***********************************************************************
 DM7268  DESIGNATION -  3 S 3
 DM7268  PID         -  DM7268
 DM7268  STATE/COUNTY-  NJ/BURLINGTON
 DM7268  COUNTRY     -  US
 DM7268  USGS QUAD   -  PEMBERTON (2019)
 DM7268
 DM7268                         *CURRENT SURVEY CONTROL
 DM7268  ______________________________________________________________________
 DM7268* NAD 83(1986) POSITION- 39 55 35.     (N) 074 42 51.     (W)   SCALED
 DM7268* NAVD 88 ORTHO HEIGHT -    14.387 (meters)       47.20  (feet) ADJUSTED
 DM7268  ______________________________________________________________________
 DM7268  GEOID HEIGHT    -        -32.680 (meters)                     GEOID18
 DM7268  DYNAMIC HEIGHT  -         14.381 (meters)       47.18  (feet) COMP
 DM7268  MODELED GRAVITY -    980,185.9   (mgal)                       NAVD 88
 DM7268
 DM7268  VERT ORDER      -  FIRST     CLASS II
 DM7268
 DM7268.The horizontal coordinates were scaled from a map and have
 DM7268.an estimated accuracy of +/- 6 seconds.
 DM7268
 DM7268.The orthometric height was determined by differential leveling and
 DM7268.adjusted by the NATIONAL GEODETIC SURVEY
 DM7268.in May 2011.
 DM7268
 DM7268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7268.GEOID18 height accuracy estimate available here.
 DM7268
 DM7268.Click photographs - Photos may exist for this station.
 DM7268
 DM7268.The dynamic height is computed by dividing the NAVD 88
 DM7268.geopotential number by the normal gravity value computed on the
 DM7268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7268.degrees latitude (g = 980.6199 gals.).
 DM7268
 DM7268.The modeled gravity was interpolated from observed gravity values.
 DM7268
 DM7268;                    North         East    Units  Estimated Accuracy
 DM7268;SPC NJ       -   121,360.      131,690.      MT  (+/- 180 meters Scaled)
 DM7268
 DM7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK244196(NAD 83)
 DM7268
 DM7268                          SUPERSEDED SURVEY CONTROL
 DM7268
 DM7268.No superseded survey control is available for this station.
 DM7268
 DM7268_MARKER: DD = SURVEY DISK
 DM7268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7268_SP_SET: PIPE HEADWALL
 DM7268_STAMPING: 3 S 3 2008
 DM7268_MARK LOGO: NJGS
 DM7268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7268+STABILITY: SURFACE MOTION
 DM7268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7268+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2017
 DM7268
 DM7268  HISTORY     - Date     Condition        Report By
 DM7268  HISTORY     - 20080614 MONUMENTED       NJGS
 DM7268  HISTORY     - 20170309 GOOD             PBCONS
 DM7268
 DM7268                          STATION DESCRIPTION
 DM7268
 DM7268'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7268'THE STATION IS LOCATED IN SOUTHAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7268'A CONCRETE PIPE HEADWALL ON THE NORTHEAST SIDE OF RIDGE ROAD.
 DM7268'
 DM7268'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND STATE
 DM7268'ROUTE 70, AT THE RED LION CIRCLE, GO 1.3 MI (2.1 KM) NORTH ON US
 DM7268'HIGHWAY 206 TO THE JUNCTION WITH RIDGE ROAD.  TURN RIGHT AND GO 2.0 MI
 DM7268'(3.2 KM) NORTHEAST ON RIDGE ROAD TO THE STATION ON THE LEFT.
 DM7268'
 DM7268'IT IS ALSO 0.2 MI (0.3 KM) SOUTH-SOUTHWEST OF THE JUNCTION WITH
 DM7268'BUDDTOWN ROAD.
 DM7268'
 DM7268'THE STATION IS 16.0 FT (4.9 M) NORTHWEST OF RIDGE ROAD, 51.0 FT (15.5
 DM7268'M) SOUTHWEST OF POLE NUMBER A60755, 115.0 FT (35.1 M) NORTHEAST OF
 DM7268'POLE NUMBER 60756, 151 FT (46.0 M) SOUTHWEST OF THE CENTERLINE
 DM7268'DRIVEWAY TO A 2-STORY FRAME HOUSE ON THE NORTHWEST SIDE OF RIDGE ROAD
 DM7268'WITH NO NUMBER, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS SIGN POST.
 DM7268
 DM7268                          STATION RECOVERY (2017)
 DM7268
 DM7268'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DM7268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8775 ***********************************************************************
 AB8775  DESIGNATION -  3 T 1
 AB8775  PID         -  AB8775
 AB8775  STATE/COUNTY-  NJ/BURLINGTON
 AB8775  COUNTRY     -  US
 AB8775  USGS QUAD   -  TRENTON EAST (2019)
 AB8775
 AB8775                         *CURRENT SURVEY CONTROL
 AB8775  ______________________________________________________________________
 AB8775* NAD 83(2011) POSITION- 40 07 35.99352(N) 074 44 18.55159(W)   ADJUSTED
 AB8775* NAD 83(2011) ELLIP HT-   -27.198 (meters)        (06/27/12)   ADJUSTED
 AB8775* NAD 83(2011) EPOCH   -  2010.00
 AB8775* NAVD 88 ORTHO HEIGHT -     5.6   (meters)       18.    (feet) GPS OBS
 AB8775  ______________________________________________________________________
 AB8775  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8775  GEOID HEIGHT    -        -33.082 (meters)                     GEOID93
 AB8775  GEOID HEIGHT    -        -32.795 (meters)                     GEOID18
 AB8775  NAD 83(2011) X  -  1,285,495.091 (meters)                     COMP
 AB8775  NAD 83(2011) Y  - -4,711,410.455 (meters)                     COMP
 AB8775  NAD 83(2011) Z  -  4,088,731.952 (meters)                     COMP
 AB8775  LAPLACE CORR    -          4.01  (seconds)                    DEFLEC18
 AB8775
 AB8775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8775  Standards:
 AB8775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8775  -------------------------------------------------------------------
 AB8775  NETWORK    0.44   0.90           0.20   0.15   0.46     -0.10263932
 AB8775  -------------------------------------------------------------------
 AB8775  Click here for local accuracies and other accuracy information.
 AB8775
 AB8775.The horizontal coordinates were established by GPS observations
 AB8775.and adjusted by the National Geodetic Survey in June 2012.
 AB8775
 AB8775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8775.been affixed to the stable North American tectonic plate. See 
 AB8775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8775
 AB8775.The horizontal coordinates are valid at the epoch date displayed above
 AB8775.which is a decimal equivalence of Year/Month/Day.
 AB8775
 AB8775.The orthometric height was determined by GPS observations and a
 AB8775.high-resolution geoid model.
 AB8775
 AB8775.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8775.GEOID18 height accuracy estimate available here.
 AB8775
 AB8775.Click photographs - Photos may exist for this station.
 AB8775
 AB8775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8775
 AB8775.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8775
 AB8775.The ellipsoidal height was determined by GPS observations
 AB8775.and is referenced to NAD 83.
 AB8775
 AB8775. The following values were computed from the NAD 83(2011) position.
 AB8775
 AB8775;                    North         East     Units Scale Factor Converg.
 AB8775;SPC NJ       -   143,604.605   129,674.415   MT  0.99990508   -0 09 13.3
 AB8775;SPC NJ       -   471,142.77    425,440.14   sFT  0.99990508   -0 09 13.3
 AB8775;UTM  18      - 4,441,848.705   522,281.422   MT  0.99960611   +0 10 06.7
 AB8775
 AB8775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8775!SPC NJ       -   1.00000427  x   0.99990508  =   0.99990935
 AB8775!UTM  18      -   1.00000427  x   0.99960611  =   0.99961038
 AB8775
 AB8775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2228141848(NAD 83)
 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(2007)-  40 07 35.99398(N)    074 44 18.55224(W) AD(2002.00) 0
 AB8775  ELLIP H (02/10/07)  -27.193  (m)                       GP(2002.00)    
 AB8775  ELLIP H (10/23/02)  -27.159  (m)                       GP(       ) 4 1
 AB8775  NAD 83(1996)-  40 07 35.99406(N)    074 44 18.55227(W) AD(       ) 1
 AB8775  ELLIP H (05/14/99)  -27.165  (m)                       GP(       ) 4 1
 AB8775  NAD 83(1992)-  40 07 35.99329(N)    074 44 18.55224(W) AD(       ) 1
 AB8775  ELLIP H (12/16/96)  -27.204  (m)                       GP(       ) 2 1
 AB8775
 AB8775.Superseded values are not recommended for survey control.
 AB8775
 AB8775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8775.See file dsdata.pdf to determine how the superseded data were derived.
 AB8775
 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 - June 01, 2012
 AB8775
 AB8775  HISTORY     - Date     Condition        Report By
 AB8775  HISTORY     - 1995     MONUMENTED       TWT
 AB8775  HISTORY     - 20120601 GOOD             ACT
 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.
 AB8775
 AB8775                          STATION RECOVERY (2012)
 AB8775
 AB8775'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2012 (PD)
 AB8775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7232 ***********************************************************************
 DM7232  DESIGNATION -  3 T 2
 DM7232  PID         -  DM7232
 DM7232  STATE/COUNTY-  NJ/BURLINGTON
 DM7232  COUNTRY     -  US
 DM7232  USGS QUAD   -  BRISTOL (2019)
 DM7232
 DM7232                         *CURRENT SURVEY CONTROL
 DM7232  ______________________________________________________________________
 DM7232* NAD 83(1986) POSITION- 40 00 26.25   (N) 074 47 50.16   (W)   HD_HELD1
 DM7232* NAVD 88 ORTHO HEIGHT -    19.380 (meters)       63.58  (feet) ADJUSTED
 DM7232  ______________________________________________________________________
 DM7232  GEOID HEIGHT    -        -32.661 (meters)                     GEOID18
 DM7232  DYNAMIC HEIGHT  -         19.371 (meters)       63.55  (feet) COMP
 DM7232  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 DM7232
 DM7232  VERT ORDER      -  FIRST     CLASS II
 DM7232
 DM7232.The horizontal coordinates were determined by differentially corrected
 DM7232.hand held GPS observations or other comparable positioning techniques
 DM7232.and have an estimated accuracy of +/- 3 meters.
 DM7232
 DM7232.The orthometric height was determined by differential leveling and
 DM7232.adjusted by the NATIONAL GEODETIC SURVEY
 DM7232.in May 2011.
 DM7232
 DM7232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7232.GEOID18 height accuracy estimate available here.
 DM7232
 DM7232.Click photographs - Photos may exist for this station.
 DM7232
 DM7232.The dynamic height is computed by dividing the NAVD 88
 DM7232.geopotential number by the normal gravity value computed on the
 DM7232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7232.degrees latitude (g = 980.6199 gals.).
 DM7232
 DM7232.The modeled gravity was interpolated from observed gravity values.
 DM7232
 DM7232;                    North         East    Units  Estimated Accuracy
 DM7232;SPC NJ       -   130,366.3     124,620.5     MT  (+/- 3 meters HH1 GPS) 
 DM7232
 DM7232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1730328586(NAD 83)
 DM7232
 DM7232                          SUPERSEDED SURVEY CONTROL
 DM7232
 DM7232.No superseded survey control is available for this station.
 DM7232
 DM7232_MARKER: DD = SURVEY DISK
 DM7232_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7232_SP_SET: ELECTRICAL JUNCTION BOX
 DM7232_STAMPING: 3 T 2 2008
 DM7232_MARK LOGO: NJGS
 DM7232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7232+STABILITY: SURFACE MOTION
 DM7232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7232+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 DM7232
 DM7232  HISTORY     - Date     Condition        Report By
 DM7232  HISTORY     - 20080508 MONUMENTED       NJGS
 DM7232
 DM7232                          STATION DESCRIPTION
 DM7232
 DM7232'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7232'THE STATION IS LOCATED IN WESTAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7232'THE NORTHWEST CORNER OF AN ELECTRICAL JUNCTION BOX ON THE SOUTHWEST
 DM7232'CORNER OF THE T-JUNCTION OF MT-HOLLY BYPASS (COUNTY ROAD 541),
 DM7232'BURLINGTON-MOUNT HOLLY ROAD/HIGH STREET.
 DM7232'
 DM7232'THE STATION IS IN A TRIANGULAR SHAPED TRAFFIC ISLAND ON THE WEST SIDE
 DM7232'OF THE SOUTH BOUND LANES OF BURLINGTON-MOUNT HOLLY ROAD/HIGH STREET.
 DM7232'IT IS 2.0 FT (0.6 M) WEST OF THE WEST CURB, 6.8 FT (2.1 M) SOUTH OF
 DM7232'POLE NUMBER PS2056NO, 7.7 FT (2.3 M) NORTH OF THE TRAFFIC SIGNAL, 27.7
 DM7232'FT (8.4 M) SOUTH OF A FIRE HYDRANT, 14.8 FT (4.5 M) NORTHEAST OF THE
 DM7232'NORTHEAST CORNER OF AN ALUMINUM ELECTRICAL BOX (NUMBER 33).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7269 ***********************************************************************
 DM7269  DESIGNATION -  3 T 3
 DM7269  PID         -  DM7269
 DM7269  STATE/COUNTY-  NJ/BURLINGTON
 DM7269  COUNTRY     -  US
 DM7269  USGS QUAD   -  PEMBERTON (2019)
 DM7269
 DM7269                         *CURRENT SURVEY CONTROL
 DM7269  ______________________________________________________________________
 DM7269* NAD 83(1986) POSITION- 39 56 13.35   (N) 074 42 12.86   (W)   HD_HELD1
 DM7269* NAVD 88 ORTHO HEIGHT -    13.459 (meters)       44.16  (feet) ADJUSTED
 DM7269  ______________________________________________________________________
 DM7269  GEOID HEIGHT    -        -32.663 (meters)                     GEOID18
 DM7269  DYNAMIC HEIGHT  -         13.453 (meters)       44.14  (feet) COMP
 DM7269  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 DM7269
 DM7269  VERT ORDER      -  FIRST     CLASS II
 DM7269
 DM7269.The horizontal coordinates were determined by differentially corrected
 DM7269.hand held GPS observations or other comparable positioning techniques
 DM7269.and have an estimated accuracy of +/- 3 meters.
 DM7269
 DM7269.The orthometric height was determined by differential leveling and
 DM7269.adjusted by the NATIONAL GEODETIC SURVEY
 DM7269.in May 2011.
 DM7269
 DM7269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7269.GEOID18 height accuracy estimate available here.
 DM7269
 DM7269.Click photographs - Photos may exist for this station.
 DM7269
 DM7269.The dynamic height is computed by dividing the NAVD 88
 DM7269.geopotential number by the normal gravity value computed on the
 DM7269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7269.degrees latitude (g = 980.6199 gals.).
 DM7269
 DM7269.The modeled gravity was interpolated from observed gravity values.
 DM7269
 DM7269;                    North         East    Units  Estimated Accuracy
 DM7269;SPC NJ       -   122,544.4     132,602.0     MT  (+/- 3 meters HH1 GPS) 
 DM7269
 DM7269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2532620811(NAD 83)
 DM7269
 DM7269                          SUPERSEDED SURVEY CONTROL
 DM7269
 DM7269.No superseded survey control is available for this station.
 DM7269
 DM7269_MARKER: DD = SURVEY DISK
 DM7269_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7269_SP_SET: PARAPET OF A BRIDGE
 DM7269_STAMPING: 3 T 3 2008
 DM7269_MARK LOGO: NJGS
 DM7269_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7269+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2024
 DM7269
 DM7269  HISTORY     - Date     Condition        Report By
 DM7269  HISTORY     - 20080614 MONUMENTED       NJGS
 DM7269  HISTORY     - 20241220 GOOD             NJGS
 DM7269
 DM7269                          STATION DESCRIPTION
 DM7269
 DM7269'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7269'THE STATION IS LOCATED IN SOUTHAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7269'THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE CULVERT SPANNING JADE
 DM7269'RUN IN THE TOWN OF BUDDTOWN.
 DM7269'
 DM7269'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND STATE
 DM7269'ROUTE 70, AT THE RED LION CIRCLE, GO 1.3 MI (2.1 KM) NORTH ON US
 DM7269'HIGHWAY 206 TO THE JUNCTION WITH RIDGE ROAD.  TURN RIGHT AND GO 2.9 MI
 DM7269'(4.7 KM) NORTHEAST ON RIDGE ROAD TO THE STATION ON THE RIGHT.
 DM7269'
 DM7269'IT IS AT HE NORTHEAST CORNER OF THE JUNCTION OF RIDGE ROAD AND ONGS
 DM7269'HAT ROAD.
 DM7269'
 DM7269'THE STATION IS 14.0 FT (4.3 M) EAST OF THE CENTERLINE OF RIDGE ROAD,
 DM7269'57.0 FT (17.4 M) NORTH OF THE CENTERLINE OF ONGS HAT ROAD, 6.2 FT (1.9
 DM7269'M) NORTH OF THE SOUTH END OF THE CULVERT, 57.5 FT (17.5 M) NORTHEAST
 DM7269'OF POLE NUMBER 60217SH, 67.2 FT (20.5 M) SOUTHWEST OF POLE NUMBER
 DM7269'60218SH.  THE STATION IS ABOUT 0.5 FT (15 CM) HIGHER THAN THE ROAD
 DM7269'SURFACE.
 DM7269
 DM7269                          STATION RECOVERY (2024)
 DM7269
 DM7269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DM7269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7233 ***********************************************************************
 DM7233  DESIGNATION -  3 U 2
 DM7233  PID         -  DM7233
 DM7233  STATE/COUNTY-  NJ/BURLINGTON
 DM7233  COUNTRY     -  US
 DM7233  USGS QUAD   -  BRISTOL (2019)
 DM7233
 DM7233                         *CURRENT SURVEY CONTROL
 DM7233  ______________________________________________________________________
 DM7233* NAD 83(1986) POSITION- 40 00 16.95   (N) 074 47 38.27   (W)   HD_HELD1
 DM7233* NAVD 88 ORTHO HEIGHT -    21.611 (meters)       70.90  (feet) ADJUSTED
 DM7233  ______________________________________________________________________
 DM7233  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 DM7233  DYNAMIC HEIGHT  -         21.601 (meters)       70.87  (feet) COMP
 DM7233  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 DM7233
 DM7233  VERT ORDER      -  FIRST     CLASS II
 DM7233
 DM7233.The horizontal coordinates were determined by differentially corrected
 DM7233.hand held GPS observations or other comparable positioning techniques
 DM7233.and have an estimated accuracy of +/- 3 meters.
 DM7233
 DM7233.The orthometric height was determined by differential leveling and
 DM7233.adjusted by the NATIONAL GEODETIC SURVEY
 DM7233.in May 2011.
 DM7233
 DM7233.No vertical observational check was made to the station.
 DM7233
 DM7233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7233.GEOID18 height accuracy estimate available here.
 DM7233
 DM7233.Click photographs - Photos may exist for this station.
 DM7233
 DM7233.The dynamic height is computed by dividing the NAVD 88
 DM7233.geopotential number by the normal gravity value computed on the
 DM7233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7233.degrees latitude (g = 980.6199 gals.).
 DM7233
 DM7233.The modeled gravity was interpolated from observed gravity values.
 DM7233
 DM7233;                    North         East    Units  Estimated Accuracy
 DM7233;SPC NJ       -   130,078.5     124,901.5     MT  (+/- 3 meters HH1 GPS) 
 DM7233
 DM7233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1758528300(NAD 83)
 DM7233
 DM7233                          SUPERSEDED SURVEY CONTROL
 DM7233
 DM7233.No superseded survey control is available for this station.
 DM7233
 DM7233_MARKER: DD = SURVEY DISK
 DM7233_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7233_SP_SET: LIGHT BASE
 DM7233_STAMPING: 3 U 2 2008
 DM7233_MARK LOGO: NJGS
 DM7233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7233+STABILITY: SURFACE MOTION
 DM7233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7233+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 DM7233
 DM7233  HISTORY     - Date     Condition        Report By
 DM7233  HISTORY     - 20080508 MONUMENTED       NJGS
 DM7233
 DM7233                          STATION DESCRIPTION
 DM7233
 DM7233'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7233'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 DM7233'PEMBERTON, 6.1 MI (9.8 KM) SOUTHWEST OF COLUMBUS AND 0.9 MI (1.4 KM)
 DM7233'NORTH-NORTHWEST OF MOUNT HOLLY.
 DM7233'
 DM7233'THE STATION IS LOCATED IN MOUNT HOLLY, SET IN A DRILL HOLE ON TOP OF A
 DM7233'LIGHT POLE BETWEEN A BANK PARKING LOT TO THE SOUTHEAST AND A ROAD
 DM7233'LEADING FROM HIGH STREET (COUNTY ROAD 691) TO WOODPECKER LANE AT THE
 DM7233'SOUTH END OF A SHOPPING CENTER (MT HOLLY FAIRGROUND PLAZA).
 DM7233'
 DM7233'THE STATION IS 249 FT (75.9 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DM7233'RIDGLEY STREET, 65.0 FT (19.8 M) EAST OF THE EAST CURB EXTENDED OF
 DM7233'HIGH STREET, 20.5 FT (6.2 M) SOUTH OF THE CENTERLINE OF THE ACCESS
 DM7233'ROAD, 72.0 FT (21.9 M) NORTHEAST OF POLE NUMBER 1006NO, 127.0 FT (38.7
 DM7233'M) SOUTHEAST OF POLE NUMBER 789NO.  THE STATION IS ABOUT 3 FT (0.9 M)
 DM7233'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7276 ***********************************************************************
 DM7276  DESIGNATION -  3 U 3
 DM7276  PID         -  DM7276
 DM7276  STATE/COUNTY-  NJ/BURLINGTON
 DM7276  COUNTRY     -  US
 DM7276  USGS QUAD   -  PEMBERTON (2019)
 DM7276
 DM7276                         *CURRENT SURVEY CONTROL
 DM7276  ______________________________________________________________________
 DM7276* NAD 83(1986) POSITION- 39 58 13.58   (N) 074 40 34.93   (W)   HD_HELD1
 DM7276* NAVD 88 ORTHO HEIGHT -    19.345 (meters)       63.47  (feet) ADJUSTED
 DM7276  ______________________________________________________________________
 DM7276  GEOID HEIGHT    -        -32.610 (meters)                     GEOID18
 DM7276  DYNAMIC HEIGHT  -         19.337 (meters)       63.44  (feet) COMP
 DM7276  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 DM7276
 DM7276  VERT ORDER      -  FIRST     CLASS II
 DM7276
 DM7276.The horizontal coordinates were determined by differentially corrected
 DM7276.hand held GPS observations or other comparable positioning techniques
 DM7276.and have an estimated accuracy of +/- 3 meters.
 DM7276
 DM7276.The orthometric height was determined by differential leveling and
 DM7276.adjusted by the NATIONAL GEODETIC SURVEY
 DM7276.in May 2011.
 DM7276
 DM7276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7276.GEOID18 height accuracy estimate available here.
 DM7276
 DM7276.Click photographs - Photos may exist for this station.
 DM7276
 DM7276.The dynamic height is computed by dividing the NAVD 88
 DM7276.geopotential number by the normal gravity value computed on the
 DM7276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7276.degrees latitude (g = 980.6199 gals.).
 DM7276
 DM7276.The modeled gravity was interpolated from observed gravity values.
 DM7276
 DM7276;                    North         East    Units  Estimated Accuracy
 DM7276;SPC NJ       -   126,247.3     134,934.1     MT  (+/- 3 meters HH1 GPS) 
 DM7276
 DM7276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2763624526(NAD 83)
 DM7276
 DM7276                          SUPERSEDED SURVEY CONTROL
 DM7276
 DM7276.No superseded survey control is available for this station.
 DM7276
 DM7276_MARKER: DD = SURVEY DISK
 DM7276_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7276_SP_SET: CURB
 DM7276_STAMPING: 3 U 3 2008
 DM7276_MARK LOGO: NJGS
 DM7276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7276+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2023
 DM7276
 DM7276  HISTORY     - Date     Condition        Report By
 DM7276  HISTORY     - UNK      MONUMENTED
 DM7276  HISTORY     - 20091010 GOOD             NJGS
 DM7276  HISTORY     - 20230925 GOOD             NJGS
 DM7276
 DM7276                          STATION DESCRIPTION
 DM7276
 DM7276'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RSS)
 DM7276'THE STATION IS LOCATED IN PEMBERTON BOROUGH, SET IN A DRILL HOLE IN
 DM7276'THE CURB IN FRONT OF THE US POST OFFICE IN PEMBERTON.
 DM7276'
 DM7276'TO REACH THE STATION FROM THE JUNCTION OF ELIZABETH STREET (COUNTY
 DM7276'ROAD 530) AND PEMBERTON ROAD IN THE BOROUGH OF PEMBERTON, GO 0.4 MI
 DM7276'(0.6 KM) EAST ON ELIZABETH STREET TO THE STATION ON THE RIGHT.
 DM7276'
 DM7276'THE STATION IS 97.7 FT (29.8 M) EAST OF THE CENTERLINE OF CEDAR LANE,
 DM7276'17.3 FT (5.3 M) SOUTH OF THE CENTERLINE OF ELIZABETH STREET, 5.0 FT
 DM7276'(1.5 M) NORTHWEST OF POLE NUMBER 29514PB-3016PB, 61.7 FT (18.8 M)
 DM7276'WEST-NORTHWEST OF THE CENTERLINE OF THE DRIVE TO THE POST OFFICE, 52.8
 DM7276'FT (16.1 M) NORTH-NORTHWEST OF A FLAG POLE IN FRONT OF THE POST
 DM7276'OFFICE.
 DM7276
 DM7276                          STATION RECOVERY (2023)
 DM7276
 DM7276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0284 ***********************************************************************
 JU0284  DESIGNATION -  3 USFWS
 JU0284  PID         -  JU0284
 JU0284  STATE/COUNTY-  NJ/ATLANTIC
 JU0284  COUNTRY     -  US
 JU0284  USGS QUAD   -  OCEANVILLE (2019)
 JU0284
 JU0284                         *CURRENT SURVEY CONTROL
 JU0284  ______________________________________________________________________
 JU0284* NAD 83(1986) POSITION- 39 27 36.     (N) 074 26 20.     (W)   SCALED
 JU0284* NAVD 88 ORTHO HEIGHT -     1.105 (meters)        3.63  (feet) ADJUSTED
 JU0284  ______________________________________________________________________
 JU0284  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 JU0284  DYNAMIC HEIGHT  -          1.104 (meters)        3.62  (feet) COMP
 JU0284  MODELED GRAVITY -    980,126.6   (mgal)                       NAVD 88
 JU0284
 JU0284  VERT ORDER      -  SECOND    CLASS 0
 JU0284
 JU0284.The horizontal coordinates were scaled from a map and have
 JU0284.an estimated accuracy of +/- 6 seconds.
 JU0284
 JU0284.The orthometric height was determined by differential leveling and
 JU0284.adjusted by the NATIONAL GEODETIC SURVEY
 JU0284.in June 1991.
 JU0284
 JU0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0284.GEOID18 height accuracy estimate available here.
 JU0284
 JU0284.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ482679(NAD 83)
 JU0284
 JU0284                          SUPERSEDED SURVEY CONTROL
 JU0284
 JU0284  NGVD 29 (11/26/84)    1.486  (m)            4.88   (f) ADJUSTED    2 0
 JU0284
 JU0284.Superseded values are not recommended for survey control.
 JU0284
 JU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0284.See file dsdata.pdf to determine how the superseded data were derived.
 JU0284
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0284+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 JU0284
 JU0284  HISTORY     - Date     Condition        Report By
 JU0284  HISTORY     - UNK      MONUMENTED       USFWS
 JU0284  HISTORY     - 1961     GOOD             CGS
 JU0284  HISTORY     - 20080406 POOR             INDIV
 JU0284  HISTORY     - 20100520 GOOD             INDIV
 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.
 JU0284
 JU0284                          STATION RECOVERY (2008)
 JU0284
 JU0284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RSS)
 JU0284'DISK RECOVERED IN GOOD CONDITION HOWEVER CONCRETE WING WALL UPON WHICH
 JU0284'THE DISK IS SET IS BADLY DETERIORATED AND NOT LIKELY TO REMAIN STABLE.
 JU0284'
 JU0284'DISK IS WELL WEATHERED BUT STILL LEGIBLE.
 JU0284'DISK IS STAMPED +4.928
 JU0284
 JU0284                          STATION RECOVERY (2010)
 JU0284
 JU0284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 JU0284'THE DISK IS IN GOOD CONDITION BUT THE CONCRETE WALL IS DETERIORATING.
 JU0284'THE ELEVATION STAMPING OF 4.928 IS STILL LEGIBLE. THE CULVERT/FLOOD
 JU0284'GATE AT THIS LOCATION HAS BEEN ABANDONED AND THE AREA IS NOW OVERGROWN
 JU0284'WITH BRUSH. A NEW WATER CONTROL STRUCTURE HAS BEEN CONSTRUCTED
 JU0284'APPROXIMATELY 160 FT. SOUTHEAST ALONG THE DIKE ROAD FROM THE LOCATION
 JU0284'OF JU0284.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7234 ***********************************************************************
 DM7234  DESIGNATION -  3 V 2
 DM7234  PID         -  DM7234
 DM7234  STATE/COUNTY-  NJ/BURLINGTON
 DM7234  COUNTRY     -  US
 DM7234  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7234
 DM7234                         *CURRENT SURVEY CONTROL
 DM7234  ______________________________________________________________________
 DM7234* NAD 83(1986) POSITION- 39 59 49.     (N) 074 48 16.     (W)   SCALED
 DM7234* NAVD 88 ORTHO HEIGHT -     5.663 (meters)       18.58  (feet) ADJUSTED
 DM7234  ______________________________________________________________________
 DM7234  GEOID HEIGHT    -        -32.662 (meters)                     GEOID18
 DM7234  DYNAMIC HEIGHT  -          5.661 (meters)       18.57  (feet) COMP
 DM7234  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 DM7234
 DM7234  VERT ORDER      -  FIRST     CLASS II
 DM7234
 DM7234.The horizontal coordinates were scaled from a map and have
 DM7234.an estimated accuracy of +/- 6 seconds.
 DM7234
 DM7234.The orthometric height was determined by differential leveling and
 DM7234.adjusted by the NATIONAL GEODETIC SURVEY
 DM7234.in May 2011.
 DM7234
 DM7234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7234.GEOID18 height accuracy estimate available here.
 DM7234
 DM7234.Click photographs - Photos may exist for this station.
 DM7234
 DM7234.The dynamic height is computed by dividing the NAVD 88
 DM7234.geopotential number by the normal gravity value computed on the
 DM7234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7234.degrees latitude (g = 980.6199 gals.).
 DM7234
 DM7234.The modeled gravity was interpolated from observed gravity values.
 DM7234
 DM7234;                    North         East    Units  Estimated Accuracy
 DM7234;SPC NJ       -   129,220.      124,000.      MT  (+/- 180 meters Scaled)
 DM7234
 DM7234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK166274(NAD 83)
 DM7234
 DM7234                          SUPERSEDED SURVEY CONTROL
 DM7234
 DM7234.No superseded survey control is available for this station.
 DM7234
 DM7234_MARKER: DD = SURVEY DISK
 DM7234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7234_SP_SET: BRIDGE ABUTMENT
 DM7234_STAMPING: 3 V 2 2008
 DM7234_MARK LOGO: NJGS
 DM7234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7234+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2008
 DM7234
 DM7234  HISTORY     - Date     Condition        Report By
 DM7234  HISTORY     - 20080509 MONUMENTED       NJGS
 DM7234
 DM7234                          STATION DESCRIPTION
 DM7234
 DM7234'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7234'THE STATION IS LOCATED IN MOUNT HOLLY, SET IN A DRILL HOLE IN THE
 DM7234'SIDEWALK AREA IN THE NORTH END OF THE NORTHEAST ABUTMENT OF THE MOUNT
 DM7234'HOLLY BYPASS (COUNTY ROAD 541) SPANNING NORTH BRANCH OF THE RANCOCAS
 DM7234'CREEK.
 DM7234'
 DM7234'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 38 AND THE MOUNT
 DM7234'HOLLY BYPASS, GO ABOUT 1.2 MI (1.9 KM) NORTHWEST ON THE MOUNT HOLLY
 DM7234'BYPASS TO THE STATION ON THE LEFT, ACROSS THE ROAD.  THE STATION IS
 DM7234'ALSO 0.1 MI (0.2 KM) SOUTHWEST ALONG THE MOUNT HOLLY BYPASS FROM THE
 DM7234'JUNCTION WITH RANCOCAS ROAD (COUNTY ROAD 626).
 DM7234'
 DM7234'THE STATION IS 1.5 FT (0.5 M) NORTHWEST OF THE NORTHWEST CURB OF THE
 DM7234'SOUTH BOUND LANES, 41.4 FT (12.6 M) SOUTHWEST OF POLE NUMBER 1669,
 DM7234'56.0 FT (17.1 M) NORTHEAST OF THE CENTER OF THE BRIDGE, 2.0 FT (0.6 M)
 DM7234'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE BALUSTRADE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7277 ***********************************************************************
 DM7277  DESIGNATION -  3 V 3
 DM7277  PID         -  DM7277
 DM7277  STATE/COUNTY-  NJ/BURLINGTON
 DM7277  COUNTRY     -  US
 DM7277  USGS QUAD   -  PEMBERTON (2019)
 DM7277
 DM7277                         *CURRENT SURVEY CONTROL
 DM7277  ______________________________________________________________________
 DM7277* NAD 83(1986) POSITION- 39 58 08.56   (N) 074 39 45.40   (W)   HD_HELD1
 DM7277* NAVD 88 ORTHO HEIGHT -    19.615 (meters)       64.35  (feet) ADJUSTED
 DM7277  ______________________________________________________________________
 DM7277  GEOID HEIGHT    -        -32.610 (meters)                     GEOID18
 DM7277  DYNAMIC HEIGHT  -         19.606 (meters)       64.32  (feet) COMP
 DM7277  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 DM7277
 DM7277  VERT ORDER      -  FIRST     CLASS II
 DM7277
 DM7277.The horizontal coordinates were determined by differentially corrected
 DM7277.hand held GPS observations or other comparable positioning techniques
 DM7277.and have an estimated accuracy of +/- 3 meters.
 DM7277
 DM7277.The orthometric height was determined by differential leveling and
 DM7277.adjusted by the NATIONAL GEODETIC SURVEY
 DM7277.in May 2011.
 DM7277
 DM7277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7277.GEOID18 height accuracy estimate available here.
 DM7277
 DM7277.Click photographs - Photos may exist for this station.
 DM7277
 DM7277.The dynamic height is computed by dividing the NAVD 88
 DM7277.geopotential number by the normal gravity value computed on the
 DM7277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7277.degrees latitude (g = 980.6199 gals.).
 DM7277
 DM7277.The modeled gravity was interpolated from observed gravity values.
 DM7277
 DM7277;                    North         East    Units  Estimated Accuracy
 DM7277;SPC NJ       -   126,090.3     136,109.1     MT  (+/- 3 meters HH1 GPS) 
 DM7277
 DM7277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2881224375(NAD 83)
 DM7277
 DM7277                          SUPERSEDED SURVEY CONTROL
 DM7277
 DM7277.No superseded survey control is available for this station.
 DM7277
 DM7277_MARKER: DD = SURVEY DISK
 DM7277_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7277_SP_SET: PIPE CULVERT
 DM7277_STAMPING: 3 V 3 2008
 DM7277_MARK LOGO: NJGS
 DM7277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7277+STABILITY: SURFACE MOTION
 DM7277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7277+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2017
 DM7277
 DM7277  HISTORY     - Date     Condition        Report By
 DM7277  HISTORY     - 20080614 MONUMENTED       NJGS
 DM7277  HISTORY     - 20170309 GOOD             PBCONS
 DM7277
 DM7277                          STATION DESCRIPTION
 DM7277
 DM7277'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7277'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7277'THE CENTER OF A PIPE CULVERT FOR A DRAINAGE SWALE E AND BEHIND THE
 DM7277'NESBIT COMMUNITY CENTER BUILDING ON THE NORTHEAST CORNER OF
 DM7277'PEMBERTON-BROWNS MILLS ROAD AND ANDERSEN ROAD.
 DM7277'
 DM7277'TO REACH THE STATION FROM THE JUNCTION OF ELIZABETH STREET (COUNTY
 DM7277'ROAD 530) AND PEMBERTON ROAD IN THE BOROUGH OF PEMBERTON, GO 1.1 MI
 DM7277'(1.8 KM) EAST ON ELIZABETH STREET-PEMBERTON-BROWNS MILLS ROAD TO THE
 DM7277'JUNCTION WITH ANDERSEN ROAD.  TURN LEFT AND GO 0.1 MI (0.2 KM) NORTH
 DM7277'ON ANDERSEN ROAD TO THE DRIVE LEADING TO THE PARKING AREA IN BACK OF
 DM7277'THE BUILDING.  TURN RIGHT INTO THE DRIVE AND GO ABOUT 150 FT (45.7 M)
 DM7277'EAST THEN 150 FT (45.7 M) SOUTH STATION ON THE LEFT IN THE FIELD.
 DM7277'
 DM7277'THE STATION IS 114 FT (34.7 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DM7277'THE BUILDING, 52.6 FT (16.0 M) SOUTHEAST OF THE EAST EDGE OF THE
 DM7277'PARKING LOT, 51.1 FT (15.6 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER
 DM7277'OF A WOODEN FENCE AROUND THE TRASH BINS, 220 FT (67.1 M)
 DM7277'EAST-SOUTHEAST OF POLE NUMBER JC551PM.
 DM7277
 DM7277                          STATION RECOVERY (2017)
 DM7277
 DM7277'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DM7277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7247 ***********************************************************************
 DM7247  DESIGNATION -  3 W 2
 DM7247  PID         -  DM7247
 DM7247  STATE/COUNTY-  NJ/BURLINGTON
 DM7247  COUNTRY     -  US
 DM7247  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7247
 DM7247                         *CURRENT SURVEY CONTROL
 DM7247  ______________________________________________________________________
 DM7247* NAD 83(1986) POSITION- 39 56 34.75   (N) 074 49 03.42   (W)   HD_HELD1
 DM7247* NAVD 88 ORTHO HEIGHT -    13.195 (meters)       43.29  (feet) ADJUSTED
 DM7247  ______________________________________________________________________
 DM7247  GEOID HEIGHT    -        -32.678 (meters)                     GEOID18
 DM7247  DYNAMIC HEIGHT  -         13.189 (meters)       43.27  (feet) COMP
 DM7247  MODELED GRAVITY -    980,194.6   (mgal)                       NAVD 88
 DM7247
 DM7247  VERT ORDER      -  FIRST     CLASS II
 DM7247
 DM7247.The horizontal coordinates were determined by differentially corrected
 DM7247.hand held GPS observations or other comparable positioning techniques
 DM7247.and have an estimated accuracy of +/- 3 meters.
 DM7247
 DM7247.The orthometric height was determined by differential leveling and
 DM7247.adjusted by the NATIONAL GEODETIC SURVEY
 DM7247.in May 2011.
 DM7247
 DM7247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7247.GEOID18 height accuracy estimate available here.
 DM7247
 DM7247.Click photographs - Photos may exist for this station.
 DM7247
 DM7247.The dynamic height is computed by dividing the NAVD 88
 DM7247.geopotential number by the normal gravity value computed on the
 DM7247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7247.degrees latitude (g = 980.6199 gals.).
 DM7247
 DM7247.The modeled gravity was interpolated from observed gravity values.
 DM7247
 DM7247;                    North         East    Units  Estimated Accuracy
 DM7247;SPC NJ       -   123,232.9     122,857.6     MT  (+/- 3 meters HH1 GPS) 
 DM7247
 DM7247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1558121445(NAD 83)
 DM7247
 DM7247                          SUPERSEDED SURVEY CONTROL
 DM7247
 DM7247.No superseded survey control is available for this station.
 DM7247
 DM7247_MARKER: DD = SURVEY DISK
 DM7247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7247_SP_SET: SIDEWALK SLAB
 DM7247_STAMPING: 3 W 2 2008
 DM7247_MARK LOGO: NJGS
 DM7247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7247+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 DM7247
 DM7247  HISTORY     - Date     Condition        Report By
 DM7247  HISTORY     - 20080509 MONUMENTED       NJGS
 DM7247  HISTORY     - 20230912 GOOD             NJGS
 DM7247
 DM7247                          STATION DESCRIPTION
 DM7247
 DM7247'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7247'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7247'THE SIDEWALK IN FRONT OF THE ACCESS DOOR FOR AN ALUMINUM ELECTRICAL
 DM7247'BOX (NUMBER 234) ON THE NORTHWEST CORNER OF THE JUNCTION OF FOSTERTOWN
 DM7247'ROAD (COUNTY ROAD 636) AND MAIN STREET (COUNTY ROAD 541).
 DM7247'
 DM7247'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 DM7247'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 DM7247'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 DM7247'STREET.  TURN RIGHT AND GO 2.25 MI (3.6 KM) SOUTH ON MAIN STREET TO
 DM7247'THE STATION ON THE RIGHT.
 DM7247'
 DM7247'THE STATION IS32.5 FT WEST OF THE CENTERLINE OF MAIN STREET, 57.0 FT
 DM7247'(17.4 M) NORTH OF THE CENTERLINE OF MAIN STREET, 10.0 FT (3.0 M)
 DM7247'NORTHWEST OF POLE NUMBER 60246LM, 33.5 FT (10.2 M) NORTH-NORTHEAST OF
 DM7247'A TRAFFIC SIGN.
 DM7247
 DM7247                          STATION RECOVERY (2023)
 DM7247
 DM7247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7278 ***********************************************************************
 DM7278  DESIGNATION -  3 W 3
 DM7278  PID         -  DM7278
 DM7278  STATE/COUNTY-  NJ/BURLINGTON
 DM7278  COUNTRY     -  US
 DM7278  USGS QUAD   -  PEMBERTON (2019)
 DM7278
 DM7278                         *CURRENT SURVEY CONTROL
 DM7278  ______________________________________________________________________
 DM7278* NAD 83(1986) POSITION- 39 58 02.     (N) 074 39 18.     (W)   SCALED
 DM7278* NAVD 88 ORTHO HEIGHT -    14.310 (meters)       46.95  (feet) ADJUSTED
 DM7278  ______________________________________________________________________
 DM7278  GEOID HEIGHT    -        -32.612 (meters)                     GEOID18
 DM7278  DYNAMIC HEIGHT  -         14.304 (meters)       46.93  (feet) COMP
 DM7278  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 DM7278
 DM7278  VERT ORDER      -  FIRST     CLASS II
 DM7278
 DM7278.The horizontal coordinates were scaled from a map and have
 DM7278.an estimated accuracy of +/- 6 seconds.
 DM7278
 DM7278.The orthometric height was determined by differential leveling and
 DM7278.adjusted by the NATIONAL GEODETIC SURVEY
 DM7278.in May 2011.
 DM7278
 DM7278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7278.GEOID18 height accuracy estimate available here.
 DM7278
 DM7278.Click photographs - Photos may exist for this station.
 DM7278
 DM7278.The dynamic height is computed by dividing the NAVD 88
 DM7278.geopotential number by the normal gravity value computed on the
 DM7278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7278.degrees latitude (g = 980.6199 gals.).
 DM7278
 DM7278.The modeled gravity was interpolated from observed gravity values.
 DM7278
 DM7278;                    North         East    Units  Estimated Accuracy
 DM7278;SPC NJ       -   125,890.      136,760.      MT  (+/- 180 meters Scaled)
 DM7278
 DM7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK294241(NAD 83)
 DM7278
 DM7278                          SUPERSEDED SURVEY CONTROL
 DM7278
 DM7278.No superseded survey control is available for this station.
 DM7278
 DM7278_MARKER: DD = SURVEY DISK
 DM7278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7278_SP_SET: CULVERT
 DM7278_STAMPING: 3 W 3 2008
 DM7278_MARK LOGO: NJGS
 DM7278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7278+STABILITY: SURFACE MOTION
 DM7278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7278+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2008
 DM7278
 DM7278  HISTORY     - Date     Condition        Report By
 DM7278  HISTORY     - 20080614 MONUMENTED       NJGS
 DM7278
 DM7278                          STATION DESCRIPTION
 DM7278
 DM7278'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7278'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7278'THE WEST END OF A CONCRETE CULVERT ON THE NORTH SIDE OF
 DM7278'PEMBERTON-BROWNS MILLS ROAD COUNTY ROAD 687).
 DM7278'
 DM7278'TO REACH THE STATION FROM THE JUNCTION OF ELIZABETH STREET (COUNTY
 DM7278'ROAD 530) AND PEMBERTON ROAD IN THE BOROUGH OF PEMBERTON, GO 1.5 MI
 DM7278'(2.4 KM) EAST ON ELIZABETH STREET-PEMBERTON-BROWNS MILLS ROAD TO THE
 DM7278'STATION ON THE LEFT.
 DM7278'
 DM7278'THE STATION IS ABOUT 440 FT (134.1 M) WEST OF THE PEMBERTON BY-PASS,
 DM7278'148 FT (45.1 M) WEST OF THE CENTERLINE OF HORNET LANE, 8.0 FT (2.4 M)
 DM7278'NORTH OF THE GUIDE RAIL, 176.5 FT (53.8 M) WEST OF POLE NUMBER
 DM7278'JC482PM, 24.0 FT (7.3 M) NORTH OF THE CENTERLINE OF PEMBERTON-BROWNS
 DM7278'MILLS ROAD.  THE STATION IS ABOUT 2 FT (0.6 M) LOWER THAN THE ROAD
 DM7278'SURFACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7248 ***********************************************************************
 DM7248  DESIGNATION -  3 X 2
 DM7248  PID         -  DM7248
 DM7248  STATE/COUNTY-  NJ/BURLINGTON
 DM7248  COUNTRY     -  US
 DM7248  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7248
 DM7248                         *CURRENT SURVEY CONTROL
 DM7248  ______________________________________________________________________
 DM7248* NAD 83(1986) POSITION- 39 56 39.37   (N) 074 49 12.50   (W)   HD_HELD1
 DM7248* NAVD 88 ORTHO HEIGHT -    11.132 (meters)       36.52  (feet) ADJUSTED
 DM7248  ______________________________________________________________________
 DM7248  GEOID HEIGHT    -        -32.678 (meters)                     GEOID18
 DM7248  DYNAMIC HEIGHT  -         11.127 (meters)       36.51  (feet) COMP
 DM7248  MODELED GRAVITY -    980,194.7   (mgal)                       NAVD 88
 DM7248
 DM7248  VERT ORDER      -  FIRST     CLASS II
 DM7248
 DM7248.The horizontal coordinates were determined by differentially corrected
 DM7248.hand held GPS observations or other comparable positioning techniques
 DM7248.and have an estimated accuracy of +/- 3 meters.
 DM7248
 DM7248.The orthometric height was determined by differential leveling and
 DM7248.adjusted by the NATIONAL GEODETIC SURVEY
 DM7248.in May 2011.
 DM7248
 DM7248.No vertical observational check was made to the station.
 DM7248
 DM7248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7248.GEOID18 height accuracy estimate available here.
 DM7248
 DM7248.Click photographs - Photos may exist for this station.
 DM7248
 DM7248.The dynamic height is computed by dividing the NAVD 88
 DM7248.geopotential number by the normal gravity value computed on the
 DM7248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7248.degrees latitude (g = 980.6199 gals.).
 DM7248
 DM7248.The modeled gravity was interpolated from observed gravity values.
 DM7248
 DM7248;                    North         East    Units  Estimated Accuracy
 DM7248;SPC NJ       -   123,376.1     122,642.6     MT  (+/- 3 meters HH1 GPS) 
 DM7248
 DM7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1536521587(NAD 83)
 DM7248
 DM7248                          SUPERSEDED SURVEY CONTROL
 DM7248
 DM7248.No superseded survey control is available for this station.
 DM7248
 DM7248_MARKER: DD = SURVEY DISK
 DM7248_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7248_SP_SET: BRIDGE ABUTMENT
 DM7248_STAMPING: 3 X 2 2008
 DM7248_MARK LOGO: NJGS
 DM7248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7248+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2023
 DM7248
 DM7248  HISTORY     - Date     Condition        Report By
 DM7248  HISTORY     - 20080512 MONUMENTED       NJGS
 DM7248  HISTORY     - 20180828 GOOD             BOSWEL
 DM7248  HISTORY     - 20210329 GOOD             NJGS
 DM7248  HISTORY     - 20230522 GOOD             NJGS
 DM7248
 DM7248                          STATION DESCRIPTION
 DM7248
 DM7248'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7248'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7248'THE WEST END OF THE NORTH ABUTMENT FOR A WOODEN BRIDGE SPANNING
 DM7248'FOSTERTOWN ROAD.
 DM7248'
 DM7248'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 DM7248'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 DM7248'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 DM7248'STREET.  TURN RIGHT AND GO 2.25 MI (3.6 KM) SOUTH ON MAIN STREET TO
 DM7248'THE JUNCTION WITH FOSTERTOWN ROAD.  TURN RIGHT AND GO 0.2 MI (0.3 KM)
 DM7248'NORTHWEST ON FOSTERTOWN ROAD TO THE BRIDGE AND STATION ON THE LEFT.
 DM7248'
 DM7248'THE STATION IS 18.0 FT (5.5 M) WEST OF THE CENTERLINE OF FOSTERTOWN
 DM7248'ROAD, 76.0 FT (23.2 M) NORTHWEST OF POLE NUMBER 61674, 89.0 FT (27.1
 DM7248'M) SOUTHWEST OF POLE NUMBER 61675, 2.5 FT (0.8 M) WEST AND BEHIND THE
 DM7248'GUARD RAIL.  THE STATION IS ABOUT 100 FT (30.5 M) NORTH OF THE
 DM7248'HIGH-VOLTAGE TRANSMISSION TOWER LINE CROSSING FOSTERTOWN ROAD.
 DM7248
 DM7248                          STATION RECOVERY (2018)
 DM7248
 DM7248'RECOVERY NOTE BY BOSWELL ENGINEERING 2018 (AB)
 DM7248'RECOVERED IN GOOD CONDITION.
 DM7248
 DM7248                          STATION RECOVERY (2021)
 DM7248
 DM7248'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JB)
 DM7248'RECOVERED AS DESCRIBED BY NATIONAL GEODETIC SURVEY DATA SHEET.
 DM7248
 DM7248                          STATION RECOVERY (2023)
 DM7248
 DM7248'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7279 ***********************************************************************
 DM7279  DESIGNATION -  3 X 3
 DM7279  PID         -  DM7279
 DM7279  STATE/COUNTY-  NJ/BURLINGTON
 DM7279  COUNTRY     -  US
 DM7279  USGS QUAD   -  PEMBERTON (2019)
 DM7279
 DM7279                         *CURRENT SURVEY CONTROL
 DM7279  ______________________________________________________________________
 DM7279* NAD 83(1986) POSITION- 39 58 13.     (N) 074 41 03.     (W)   SCALED
 DM7279* NAVD 88 ORTHO HEIGHT -    11.823 (meters)       38.79  (feet) ADJUSTED
 DM7279  ______________________________________________________________________
 DM7279  GEOID HEIGHT    -        -32.612 (meters)                     GEOID18
 DM7279  DYNAMIC HEIGHT  -         11.818 (meters)       38.77  (feet) COMP
 DM7279  MODELED GRAVITY -    980,192.4   (mgal)                       NAVD 88
 DM7279
 DM7279  VERT ORDER      -  FIRST     CLASS II
 DM7279
 DM7279.The horizontal coordinates were scaled from a map and have
 DM7279.an estimated accuracy of +/- 6 seconds.
 DM7279
 DM7279.The orthometric height was determined by differential leveling and
 DM7279.adjusted by the NATIONAL GEODETIC SURVEY
 DM7279.in May 2011.
 DM7279
 DM7279.No vertical observational check was made to the station.
 DM7279
 DM7279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7279.GEOID18 height accuracy estimate available here.
 DM7279
 DM7279.Click photographs - Photos may exist for this station.
 DM7279
 DM7279.The dynamic height is computed by dividing the NAVD 88
 DM7279.geopotential number by the normal gravity value computed on the
 DM7279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7279.degrees latitude (g = 980.6199 gals.).
 DM7279
 DM7279.The modeled gravity was interpolated from observed gravity values.
 DM7279
 DM7279;                    North         East    Units  Estimated Accuracy
 DM7279;SPC NJ       -   126,230.      134,270.      MT  (+/- 180 meters Scaled)
 DM7279
 DM7279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK269245(NAD 83)
 DM7279
 DM7279                          SUPERSEDED SURVEY CONTROL
 DM7279
 DM7279.No superseded survey control is available for this station.
 DM7279
 DM7279_MARKER: DB = BENCH MARK DISK
 DM7279_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7279_SP_SET: GAGING STATION FOUNDATION
 DM7279_STAMPING: GAGING STATION 3 X 3 2008
 DM7279_MARK LOGO: USGS
 DM7279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7279+STABILITY: SURFACE MOTION
 DM7279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7279+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2015
 DM7279
 DM7279  HISTORY     - Date     Condition        Report By
 DM7279  HISTORY     - UNK      MONUMENTED       USGS
 DM7279  HISTORY     - 20080714 GOOD             NJGS
 DM7279  HISTORY     - 20150329 GOOD             INDIV
 DM7279
 DM7279                          STATION DESCRIPTION
 DM7279
 DM7279'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7279'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST OF BROWNS MILLS, 5.2
 DM7279'MI (8.4 KM) WEST-NORTHWEST OF BROWNS MILLS JUNCTION AND IN THE TOWN OF
 DM7279'PEMBERTON, NJ.
 DM7279'
 DM7279'THE STATION IS LOCATED IN PEMBERTON BOROUGH, A USGS GAGING STATION
 DM7279'DISK SET IN THE FOUNDATION OF A CONCRETE USGS GAGING STATION BUILDING,
 DM7279'BETWEEN THE NORTHEAST CORNER OF THE BUILDING AND THE NORTH END OF THE
 DM7279'CONCRETE BALUSTRADE AT THE WEST END OF THE NORTH ABUTMENT OF THE
 DM7279'HANOVER STREET (COUNTY ROAD 616) BRIDGE SPANNING THE NORTH BRANCH OF
 DM7279'THE RANCOCAS CREEK.
 DM7279'
 DM7279'THE STATION IS 10.8 FT (3.3 M) WEST OF THE WEST CURB OF HANOVER
 DM7279'STREET, 27.3 FT (8.3 M) WEST OF THE CENTERLINE OF HANOVER STREET, 28.0
 DM7279'FT (8.5 M) SOUTHWEST OF POLE NUMBER 59-145 2024PB, 59.0 FT (18.0 M)
 DM7279'NORTH OF THE CENTER OF THE BRIDGE.
 DM7279
 DM7279                          STATION RECOVERY (2015)
 DM7279
 DM7279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (HBH)
 DM7279'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7250 ***********************************************************************
 DM7250  DESIGNATION -  3 Y 2
 DM7250  PID         -  DM7250
 DM7250  STATE/COUNTY-  NJ/BURLINGTON
 DM7250  COUNTRY     -  US
 DM7250  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7250
 DM7250                         *CURRENT SURVEY CONTROL
 DM7250  ______________________________________________________________________
 DM7250* NAD 83(1986) POSITION- 39 56 21.00   (N) 074 50 32.69   (W)   HD_HELD1
 DM7250* NAVD 88 ORTHO HEIGHT -    14.365 (meters)       47.13  (feet) ADJUSTED
 DM7250  ______________________________________________________________________
 DM7250  GEOID HEIGHT    -        -32.689 (meters)                     GEOID18
 DM7250  DYNAMIC HEIGHT  -         14.359 (meters)       47.11  (feet) COMP
 DM7250  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 DM7250
 DM7250  VERT ORDER      -  FIRST     CLASS II
 DM7250
 DM7250.The horizontal coordinates were determined by differentially corrected
 DM7250.hand held GPS observations or other comparable positioning techniques
 DM7250.and have an estimated accuracy of +/- 3 meters.
 DM7250
 DM7250.The orthometric height was determined by differential leveling and
 DM7250.adjusted by the NATIONAL GEODETIC SURVEY
 DM7250.in May 2011.
 DM7250
 DM7250.No vertical observational check was made to the station.
 DM7250
 DM7250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7250.GEOID18 height accuracy estimate available here.
 DM7250
 DM7250.Click photographs - Photos may exist for this station.
 DM7250
 DM7250.The dynamic height is computed by dividing the NAVD 88
 DM7250.geopotential number by the normal gravity value computed on the
 DM7250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7250.degrees latitude (g = 980.6199 gals.).
 DM7250
 DM7250.The modeled gravity was interpolated from observed gravity values.
 DM7250
 DM7250;                    North         East    Units  Estimated Accuracy
 DM7250;SPC NJ       -   122,816.6     120,736.9     MT  (+/- 3 meters HH1 GPS) 
 DM7250
 DM7250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1346321017(NAD 83)
 DM7250
 DM7250                          SUPERSEDED SURVEY CONTROL
 DM7250
 DM7250.No superseded survey control is available for this station.
 DM7250
 DM7250_MARKER: DD = SURVEY DISK
 DM7250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7250_SP_SET: PIPE CULVERT
 DM7250_STAMPING: 3 Y 2 2008
 DM7250_MARK LOGO: NJGS
 DM7250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7250+STABILITY: SURFACE MOTION
 DM7250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7250+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2021
 DM7250
 DM7250  HISTORY     - Date     Condition        Report By
 DM7250  HISTORY     - 20080512 MONUMENTED       NJGS
 DM7250  HISTORY     - 20210610 GOOD             NJGS
 DM7250
 DM7250                          STATION DESCRIPTION
 DM7250
 DM7250'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7250'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7250'THE CENTER OF A PIPE CULVERT ON THE NORTH SIDE OF STACY HAINES ROAD,
 DM7250'AT THE NORTHEAST CORNER OF THE ENTRANCE ROAD LEADING TO THE SOUTH
 DM7250'JERSEY REGIONAL AIRPORT (NUMBER 68) AND STACY HAINES ROAD.
 DM7250'
 DM7250'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 DM7250'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 DM7250'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 DM7250'STREET.  TURN RIGHT AND GO 2.25 MI (3.6 KM) SOUTH ON MAIN STREET TO
 DM7250'THE JUNCTION WITH FOSTERTOWN ROAD.  TURN RIGHT AND GO 0.25 MI (0.4 KM)
 DM7250'NORTHWEST ON FOSTERTOWN ROAD TO THE JUNCTION WITH STACY HAINES ROAD.
 DM7250'TURN LEFT AND GO 1.2 MI (1.9 KM) SOUTHWEST ON STACY HAINES ROAD TO THE
 DM7250'STATION ON THE RIGHT.
 DM7250'
 DM7250'THE STATION IS 13.8 FT (4.2 M) NORTH OF THE NORTH CURB OF STACY HAINES
 DM7250'ROAD, 17.2 FT (5.2 M) WEST-NORTHWEST OF POLE NUMBER 62064LM, 30.0 FT
 DM7250'(9.1 M) SOUTHEAST OF THE SOUTH END OF A CHAIN LINK FENCE, 47.2 FT
 DM7250'(14.4 M) EAST OF THE CENTERLINE OF THE ENTRANCE DRIVE, 31.0 FT (9.4 M)
 DM7250'EAST OF THE THE EAST CURB EXTENDED OF THE ENTRANCE DRIVE.
 DM7250
 DM7250                          STATION RECOVERY (2021)
 DM7250
 DM7250'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DM7250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3231 ***********************************************************************
 DS3231  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3231  DESIGNATION -  3 Y 3
 DS3231  PID         -  DS3231
 DS3231  STATE/COUNTY-  NJ/BURLINGTON
 DS3231  COUNTRY     -  US
 DS3231  USGS QUAD   -  TRENTON EAST (2019)
 DS3231
 DS3231                         *CURRENT SURVEY CONTROL
 DS3231  ______________________________________________________________________
 DS3231* NAD 83(2011) POSITION- 40 07 56.06278(N) 074 43 09.72266(W)   ADJUSTED
 DS3231* NAD 83(2011) ELLIP HT-    -5.973 (meters)        (12/05/24)   ADJUSTED
 DS3231* NAD 83(2011) EPOCH   -  2010.00
 DS3231* NAVD 88 ORTHO HEIGHT -    26.79  (meters)       87.9   (feet) GPS OBS
 DS3231  ______________________________________________________________________
 DS3231  GEOID HEIGHT    -        -32.774 (meters)                     GEOID18
 DS3231  NAD 83(2011) X  -  1,286,966.311 (meters)                     COMP
 DS3231  NAD 83(2011) Y  - -4,710,612.032 (meters)                     COMP
 DS3231  NAD 83(2011) Z  -  4,089,218.919 (meters)                     COMP
 DS3231  LAPLACE CORR    -          3.98  (seconds)                    DEFLEC18
 DS3231
 DS3231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3231  Standards:
 DS3231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3231  -------------------------------------------------------------------
 DS3231  NETWORK    0.40   1.02           0.18   0.14   0.52     -0.04316688
 DS3231  -------------------------------------------------------------------
 DS3231  Click here for local accuracies and other accuracy information.
 DS3231
 DS3231.The horizontal coordinates were established by GPS observations
 DS3231.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3231
 DS3231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3231.been affixed to the stable North American tectonic plate. See 
 DS3231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3231
 DS3231.The horizontal coordinates are valid at the epoch date displayed above
 DS3231.which is a decimal equivalence of Year/Month/Day.
 DS3231
 DS3231.The orthometric height was determined by GPS observations and a
 DS3231.high-resolution geoid model using precise GPS observation and
 DS3231.processing techniques.
 DS3231
 DS3231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3231.GEOID18 height accuracy estimate available here.
 DS3231
 DS3231.Click photographs - Photos may exist for this station.
 DS3231
 DS3231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3231
 DS3231.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3231
 DS3231.The ellipsoidal height was determined by GPS observations
 DS3231.and is referenced to NAD 83.
 DS3231
 DS3231. The following values were computed from the NAD 83(2011) position.
 DS3231
 DS3231;                    North         East     Units Scale Factor Converg.
 DS3231;SPC NJ       -   144,219.357   131,305.419   MT  0.99990430   -0 08 29.0
 DS3231;SPC NJ       -   473,159.67    430,791.20   sFT  0.99990430   -0 08 29.0
 DS3231;UTM  18      - 4,442,472.435   523,908.457   MT  0.99960704   +0 10 51.2
 DS3231
 DS3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3231!SPC NJ       -   1.00000094  x   0.99990430  =   0.99990524
 DS3231!UTM  18      -   1.00000094  x   0.99960704  =   0.99960798
 DS3231
 DS3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2390842472(NAD 83)
 DS3231
 DS3231                          SUPERSEDED SURVEY CONTROL
 DS3231
 DS3231.No superseded survey control is available for this station.
 DS3231
 DS3231_MARKER: DD = SURVEY DISK
 DS3231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3231_SP_SET: RECTANGULAR ELECTRICAL MANHOLE
 DS3231_STAMPING: 3 Y 3 2024
 DS3231_MARK LOGO: NJGS
 DS3231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3231+STABILITY: SURFACE MOTION
 DS3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3231+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2024
 DS3231
 DS3231  HISTORY     - Date     Condition        Report By
 DS3231  HISTORY     - 20240523 MONUMENTED       NJGS
 DS3231
 DS3231                          STATION DESCRIPTION
 DS3231
 DS3231'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3231'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF
 DS3231'ALLENTOWN, 6.0 MI (9.6 KM) SOUTH-SOUTHEAST OF TRENTON AND 4.1 MI (6.6
 DS3231'KM) NORTH OF COLUMBUS, IN BORDENTOWN TOWNSHIP.
 DS3231'
 DS3231'THE STATION IS LOCATED AT THE NEW JERSEY DEPARTMENT OF TRANSPORTATION
 DS3231'(NJDOT) TRAINING CENTER COMPLEX ON NORTHEAST THE CORNER OF DUNNS MILL
 DS3231'ROAD AND U.S. HIGHWAY 130 NORTHBOUND LANES.
 DS3231'
 DS3231'THE STATION IS SET IN A DRILL HOLE IN THE WEST CORNER OF A RECTANGULAR
 DS3231'ELECTRICAL MANHOLE ON THE SOUTHEAST CORNER OF A TRAINING AREA
 DS3231'CROSSROAD INTERSECTION (ZOLTANSKI WAY AND U.S. HIGHWAY 00). THIS AREA
 DS3231'IS A COMMECIAL DRIVERS LICENSE (CDL) TRAINING GROUND. THE STATION IS
 DS3231'LOCATED NEAR THE SOUTHEAST CORNER OF THE COMPLEX.
 DS3231'
 DS3231'THE STATION IS 14.6 FT (4.5 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CURB
 DS3231'OF U.S. HIGHWAY 00, 6.3 FT (1.9 M) SOUTHWEST OF A PEDESTRIAN CROSSING
 DS3231'SIGNAL, 51 FT (15.5 M) NORTHWEST OF THE CENTERLINE OF ZOLTANSKI WAY,
 DS3231'18 FT (5.5 M) NORTHWEST OF A TRAFFIC SIGNAL MAST, 28 FT (8.5 M) NORTH
 DS3231'OF THE FENCE SURROUNDING THE COMPLEX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7222 ***********************************************************************
 DM7222  DESIGNATION -  3 Z 2
 DM7222  PID         -  DM7222
 DM7222  STATE/COUNTY-  NJ/BURLINGTON
 DM7222  COUNTRY     -  US
 DM7222  USGS QUAD   -  BRISTOL (2019)
 DM7222
 DM7222                         *CURRENT SURVEY CONTROL
 DM7222  ______________________________________________________________________
 DM7222* NAD 83(1986) POSITION- 40 02 41.3    (N) 074 51 04.4    (W)   HD_HELD2
 DM7222* NAVD 88 ORTHO HEIGHT -    17.809 (meters)       58.43  (feet) ADJUSTED
 DM7222  ______________________________________________________________________
 DM7222  GEOID HEIGHT    -        -32.769 (meters)                     GEOID18
 DM7222  DYNAMIC HEIGHT  -         17.802 (meters)       58.41  (feet) COMP
 DM7222  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 DM7222
 DM7222  VERT ORDER      -  FIRST     CLASS II
 DM7222
 DM7222.The horizontal coordinates were established by autonomous hand held GPS
 DM7222.observations and have an estimated accuracy of +/- 10 meters.
 DM7222
 DM7222.The orthometric height was determined by differential leveling and
 DM7222.adjusted by the NATIONAL GEODETIC SURVEY
 DM7222.in May 2011.
 DM7222
 DM7222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7222.GEOID18 height accuracy estimate available here.
 DM7222
 DM7222.Click photographs - Photos may exist for this station.
 DM7222
 DM7222.The dynamic height is computed by dividing the NAVD 88
 DM7222.geopotential number by the normal gravity value computed on the
 DM7222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7222.degrees latitude (g = 980.6199 gals.).
 DM7222
 DM7222.The modeled gravity was interpolated from observed gravity values.
 DM7222
 DM7222;                    North         East    Units  Estimated Accuracy
 DM7222;SPC NJ       -   134,548.      120,030.      MT  (+/- 10 meters HH2 GPS)
 DM7222
 DM7222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1269132740(NAD 83)
 DM7222
 DM7222                          SUPERSEDED SURVEY CONTROL
 DM7222
 DM7222.No superseded survey control is available for this station.
 DM7222
 DM7222_MARKER: DD = SURVEY DISK
 DM7222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7222_SP_SET: CULVERT HEADWALL
 DM7222_STAMPING: 3 Z 2 2008
 DM7222_MARK LOGO: NJGS
 DM7222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7222+STABILITY: SURFACE MOTION
 DM7222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7222+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2023
 DM7222
 DM7222  HISTORY     - Date     Condition        Report By
 DM7222  HISTORY     - 20080507 MONUMENTED       NJGS
 DM7222  HISTORY     - 20230713 GOOD             BASE9
 DM7222
 DM7222                          STATION DESCRIPTION
 DM7222
 DM7222'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7222'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7222'THE NORTHEAST CORNER OF A CONCRETE HEADWALL ON THE WEST SIDE OF
 DM7222'RANCOCAS ROAD (COUNTY ROAD 635).
 DM7222'
 DM7222'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 (NORTH BOUND
 DM7222'LANES) AND HIGH STREET (COUNTY ROAD 541) GO 0.75 MI (1.2 KM) SOUTHEAST
 DM7222'ON HIGH STREET TO THE WYE JUNCTION WITH RANCOCAS ROAD (COUNTY ROAD
 DM7222'635), TURN TO THE RIGHT AND GO 1.1 MI (1.8 KM) SOUTH TO THE STATION ON
 DM7222'THE RIGHT.
 DM7222'
 DM7222'THE STATION IS 74.7 FT (22.8 M) SOUTH-SOUTHWEST OF POLE NUMBER 286,
 DM7222'34.3 FT (10.5 M) NORTH-NORTHWEST OF POLE NUMBER 51, 34.0 FT (10.4 M)
 DM7222'WEST OF THE CENTERLINE OF RANCOCAS ROAD, 9.8 FT (3.0 M) WEST OF AN
 DM7222'INLET.
 DM7222
 DM7222                          STATION RECOVERY (2023)
 DM7222
 DM7222'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2023 (DRD)
 DM7222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3232 ***********************************************************************
 DS3232  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3232  DESIGNATION -  3 Z 3
 DS3232  PID         -  DS3232
 DS3232  STATE/COUNTY-  NJ/BURLINGTON
 DS3232  COUNTRY     -  US
 DS3232  USGS QUAD   -  COLUMBUS (2016)
 DS3232
 DS3232                         *CURRENT SURVEY CONTROL
 DS3232  ______________________________________________________________________
 DS3232* NAD 83(2011) POSITION- 40 06 49.15207(N) 074 42 21.43717(W)   ADJUSTED
 DS3232* NAD 83(2011) ELLIP HT-    -8.835 (meters)        (12/05/24)   ADJUSTED
 DS3232* NAD 83(2011) EPOCH   -  2010.00
 DS3232* NAVD 88 ORTHO HEIGHT -    23.86  (meters)       78.3   (feet) GPS OBS
 DS3232  ______________________________________________________________________
 DS3232  GEOID HEIGHT    -        -32.699 (meters)                     GEOID18
 DS3232  NAD 83(2011) X  -  1,288,419.233 (meters)                     COMP
 DS3232  NAD 83(2011) Y  - -4,711,591.372 (meters)                     COMP
 DS3232  NAD 83(2011) Z  -  4,087,638.989 (meters)                     COMP
 DS3232  LAPLACE CORR    -          3.50  (seconds)                    DEFLEC18
 DS3232
 DS3232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3232  Standards:
 DS3232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3232  -------------------------------------------------------------------
 DS3232  NETWORK    0.35   0.94           0.16   0.12   0.48     -0.03207706
 DS3232  -------------------------------------------------------------------
 DS3232  Click here for local accuracies and other accuracy information.
 DS3232
 DS3232.The horizontal coordinates were established by GPS observations
 DS3232.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3232
 DS3232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3232.been affixed to the stable North American tectonic plate. See 
 DS3232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3232
 DS3232.The horizontal coordinates are valid at the epoch date displayed above
 DS3232.which is a decimal equivalence of Year/Month/Day.
 DS3232
 DS3232.The orthometric height was determined by GPS observations and a
 DS3232.high-resolution geoid model using precise GPS observation and
 DS3232.processing techniques.
 DS3232
 DS3232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3232.GEOID18 height accuracy estimate available here.
 DS3232
 DS3232.Click photographs - Photos may exist for this station.
 DS3232
 DS3232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3232
 DS3232.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3232
 DS3232.The ellipsoidal height was determined by GPS observations
 DS3232.and is referenced to NAD 83.
 DS3232
 DS3232. The following values were computed from the NAD 83(2011) position.
 DS3232
 DS3232;                    North         East     Units Scale Factor Converg.
 DS3232;SPC NJ       -   142,153.059   132,443.670   MT  0.99990379   -0 07 57.7
 DS3232;SPC NJ       -   466,380.49    434,525.61   sFT  0.99990379   -0 07 57.7
 DS3232;UTM  18      - 4,440,413.182   525,057.969   MT  0.99960773   +0 11 22.0
 DS3232
 DS3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3232!SPC NJ       -   1.00000139  x   0.99990379  =   0.99990518
 DS3232!UTM  18      -   1.00000139  x   0.99960773  =   0.99960912
 DS3232
 DS3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2505740413(NAD 83)
 DS3232
 DS3232                          SUPERSEDED SURVEY CONTROL
 DS3232
 DS3232.No superseded survey control is available for this station.
 DS3232
 DS3232_MARKER: DD = SURVEY DISK
 DS3232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3232_SP_SET: RECTANGULAR ELECTRICAL MANHOLE
 DS3232_STAMPING: 3 Z 3 2024
 DS3232_MARK LOGO: NJGS
 DS3232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3232+STABILITY: SURFACE MOTION
 DS3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3232+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2024
 DS3232
 DS3232  HISTORY     - Date     Condition        Report By
 DS3232  HISTORY     - 20240523 MONUMENTED       NJGS
 DS3232
 DS3232                          STATION DESCRIPTION
 DS3232
 DS3232'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3232'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF ALLENTOWN,
 DS3232'7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF TRENTON AND 3.0 MI (4.8 KM)
 DS3232'NORTH-NORTHEAST OF COLUMBUS, IN MANSFIELD TOWNSHIP.
 DS3232'
 DS3232'THE STATION IS SET IN THE EAST CORNER OF AN ELECTRICAL MANHOLE IN THE
 DS3232'GRASS AREA ON THE NORTHEAST CORNER OF THE JUNCTION OF U.S. HIGHWAY 206
 DS3232'AND NEW JERSEY STATE HIGHWAY 68.
 DS3232'
 DS3232'THE STATION IS 20.5 FT (6.2 M) NORTHWEST OF POLE NUMBER 1590, 19 FT
 DS3232'(5.8 M) SOUTH OF A TRAFFIC SIGNAL MAST, 56.8 FT (17.3 M)
 DS3232'SOUTH-SOUTHEAST OF POLE NUMBER 61296, 11.5 FT (3.5 M) NORTHEAST OF THE
 DS3232'CURB, 23 FT (7.0 M) NORTHEAST OF THE CENTERLINE OF THE LANE LEADING
 DS3232'FROM NEW JERSEY STATE HIGHWAY 68 TO NORTHBOUND U.S. HIGHWAY 206, 23.5
 DS3232'FT (7.2 M) WEST OF A GUY-WIRE AT GROUND LEVEL FOR POLE NUMBER 1590.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0096 ***********************************************************************
 KV0096  DESIGNATION -  30.17 CNJRR
 KV0096  PID         -  KV0096
 KV0096  STATE/COUNTY-  NJ/ESSEX
 KV0096  COUNTRY     -  US
 KV0096  USGS QUAD   -  ELIZABETH (2016)
 KV0096
 KV0096                         *CURRENT SURVEY CONTROL
 KV0096  ______________________________________________________________________
 KV0096* NAD 83(1986) POSITION- 40 44 00.     (N) 074 10 25.     (W)   SCALED
 KV0096* NAVD 88 ORTHO HEIGHT -     9.695 (meters)       31.81  (feet) ADJUSTED
 KV0096  ______________________________________________________________________
 KV0096  GEOID HEIGHT    -        -32.321 (meters)                     GEOID18
 KV0096  DYNAMIC HEIGHT  -          9.691 (meters)       31.79  (feet) COMP
 KV0096  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 KV0096
 KV0096  VERT ORDER      -  FIRST     CLASS II
 KV0096
 KV0096.The horizontal coordinates were scaled from a map and have
 KV0096.an estimated accuracy of +/- 6 seconds.
 KV0096
 KV0096.The orthometric height was determined by differential leveling and
 KV0096.adjusted by the NATIONAL GEODETIC SURVEY
 KV0096.in June 1991.
 KV0096
 KV0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0096.GEOID18 height accuracy estimate available here.
 KV0096
 KV0096.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL697094(NAD 83)
 KV0096
 KV0096                          SUPERSEDED SURVEY CONTROL
 KV0096
 KV0096  NGVD 29 (11/26/84)   10.034  (m)           32.92   (f) ADJUSTED    1 2
 KV0096
 KV0096.Superseded values are not recommended for survey control.
 KV0096
 KV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0096.See file dsdata.pdf to determine how the superseded data were derived.
 KV0096
 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 = JULY 24, 2026 22:12:30 EDT
 KV1695 ***********************************************************************
 KV1695  DESIGNATION -  30.19 PRR=CHIS SQUARE
 KV1695  PID         -  KV1695
 KV1695  STATE/COUNTY-  NJ/HUNTERDON
 KV1695  COUNTRY     -  US
 KV1695  USGS QUAD   -  FRENCHTOWN (2019)
 KV1695
 KV1695                         *CURRENT SURVEY CONTROL
 KV1695  ______________________________________________________________________
 KV1695* NAD 83(1986) POSITION- 40 30 17.     (N) 075 03 48.     (W)   SCALED
 KV1695* NAVD 88 ORTHO HEIGHT -    35.48  (+/-2cm)      116.4   (feet) VERTCON3
 KV1695  ______________________________________________________________________
 KV1695  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 KV1695  VERT ORDER      -  ? (See Below)
 KV1695
 KV1695.The horizontal coordinates were scaled from a 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
 KV1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1695.GEOID18 height accuracy estimate available here.
 KV1695
 KV1695.The vertical order pertains to the NGVD 29 superseded value.
 KV1695
 KV1695.Click photographs - Photos may exist for this station.
 KV1695
 KV1695;                    North         East    Units  Estimated Accuracy
 KV1695;SPC NJ       -   185,710.      102,260.      MT  (+/- 180 meters Scaled)
 KV1695
 KV1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK946837(NAD 83)
 KV1695
 KV1695                          SUPERSEDED SURVEY CONTROL
 KV1695
 KV1695  NGVD 29 (11/26/84)   35.742  (m)          117.26   (f) ADJUSTED       
 KV1695
 KV1695.Superseded values are not recommended for survey control.
 KV1695
 KV1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1695.See file dsdata.pdf to determine how the superseded data were derived.
 KV1695
 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 = JULY 24, 2026 22:12:30 EDT
 KV3551 ***********************************************************************
 KV3551  DESIGNATION -  30.33 NJGS
 KV3551  PID         -  KV3551
 KV3551  STATE/COUNTY-  NJ/MONMOUTH
 KV3551  COUNTRY     -  US
 KV3551  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV3551
 KV3551                         *CURRENT SURVEY CONTROL
 KV3551  ______________________________________________________________________
 KV3551* NAD 83(1986) POSITION- 40 15 08.     (N) 074 00 11.     (W)   SCALED
 KV3551* NAVD 88 ORTHO HEIGHT -     8.812 (meters)       28.91  (feet) ADJUSTED
 KV3551  ______________________________________________________________________
 KV3551  GEOID HEIGHT    -        -32.786 (meters)                     GEOID18
 KV3551  DYNAMIC HEIGHT  -          8.808 (meters)       28.90  (feet) COMP
 KV3551  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 KV3551
 KV3551  VERT ORDER      -  FIRST     CLASS II
 KV3551
 KV3551.The horizontal coordinates were scaled from a map and have
 KV3551.an estimated accuracy of +/- 6 seconds.
 KV3551
 KV3551.The orthometric height was determined by differential leveling and
 KV3551.adjusted by the NATIONAL GEODETIC SURVEY
 KV3551.in June 1991.
 KV3551
 KV3551.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3551.GEOID18 height accuracy estimate available here.
 KV3551
 KV3551.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK847562(NAD 83)
 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
 KV3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3551.See file dsdata.pdf to determine how the superseded data were derived.
 KV3551
 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             CGS
 KV3551  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 KV3551
 KV3551                          STATION DESCRIPTION
 KV3551
 KV3551'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0069 ***********************************************************************
 KV0069  DESIGNATION -  30.44=CHURCH NJGS
 KV0069  PID         -  KV0069
 KV0069  STATE/COUNTY-  NJ/UNION
 KV0069  COUNTRY     -  US
 KV0069  USGS QUAD   -  ELIZABETH (2016)
 KV0069
 KV0069                         *CURRENT SURVEY CONTROL
 KV0069  ______________________________________________________________________
 KV0069* NAD 83(1986) POSITION- 40 39 46.     (N) 074 13 08.     (W)   SCALED
 KV0069* NAVD 88 ORTHO HEIGHT -     9.038 (meters)       29.65  (feet) ADJUSTED
 KV0069  ______________________________________________________________________
 KV0069  GEOID HEIGHT    -        -32.446 (meters)                     GEOID18
 KV0069  DYNAMIC HEIGHT  -          9.034 (meters)       29.64  (feet) COMP
 KV0069  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 KV0069
 KV0069  VERT ORDER      -  FIRST     CLASS II
 KV0069
 KV0069.The horizontal coordinates were scaled from a map and have
 KV0069.an estimated accuracy of +/- 6 seconds.
 KV0069
 KV0069.The orthometric height was determined by differential leveling and
 KV0069.adjusted by the NATIONAL GEODETIC SURVEY
 KV0069.in June 1991.
 KV0069
 KV0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0069.GEOID18 height accuracy estimate available here.
 KV0069
 KV0069.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL660016(NAD 83)
 KV0069
 KV0069                          SUPERSEDED SURVEY CONTROL
 KV0069
 KV0069  NGVD 29 (11/26/84)    9.372  (m)           30.75   (f) ADJUSTED    1 2
 KV0069
 KV0069.Superseded values are not recommended for survey control.
 KV0069
 KV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0069.See file dsdata.pdf to determine how the superseded data were derived.
 KV0069
 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  HISTORY     - 20070420 MARK NOT FOUND   GEOCAC
 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.
 KV0069
 KV0069                          STATION RECOVERY (2007)
 KV0069
 KV0069'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0069'THE STONE STEPS OF THE CHURCH HAVE BEEN RE-SURFACED WITH SEVERAL
 KV0069'LAYERS OF MORTAR.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2508 ***********************************************************************
 DO2508  DESIGNATION -  3006
 DO2508  PID         -  DO2508
 DO2508  STATE/COUNTY-  NJ/CUMBERLAND
 DO2508  COUNTRY     -  US
 DO2508  USGS QUAD   -  BRIDGETON (2019)
 DO2508
 DO2508                         *CURRENT SURVEY CONTROL
 DO2508  ______________________________________________________________________
 DO2508* NAD 83(1986) POSITION- 39 25 48.05   (N) 075 14 49.00   (W)   HD_HELD1
 DO2508* NAVD 88 ORTHO HEIGHT -    23.100 (meters)       75.79  (feet) ADJUSTED
 DO2508  ______________________________________________________________________
 DO2508  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 DO2508  DYNAMIC HEIGHT  -         23.088 (meters)       75.75  (feet) COMP
 DO2508  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 DO2508
 DO2508  VERT ORDER      -  FIRST     CLASS II
 DO2508
 DO2508.The horizontal coordinates were determined by differentially corrected
 DO2508.hand held GPS observations or other comparable positioning techniques
 DO2508.and have an estimated accuracy of +/- 3 meters.
 DO2508
 DO2508.The orthometric height was determined by differential leveling and
 DO2508.adjusted by the NATIONAL GEODETIC SURVEY
 DO2508.in April 2013.
 DO2508
 DO2508.No vertical observational check was made to the station.
 DO2508
 DO2508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2508.GEOID18 height accuracy estimate available here.
 DO2508
 DO2508.Click photographs - Photos may exist for this station.
 DO2508
 DO2508.The dynamic height is computed by dividing the NAVD 88
 DO2508.geopotential number by the normal gravity value computed on the
 DO2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2508.degrees latitude (g = 980.6199 gals.).
 DO2508
 DO2508.The modeled gravity was interpolated from observed gravity values.
 DO2508
 DO2508;                    North         East    Units  Estimated Accuracy
 DO2508;SPC NJ       -    66,501.9      85,694.4     MT  (+/- 3 meters HH1 GPS) 
 DO2508
 DO2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7874664526(NAD 83)
 DO2508
 DO2508                          SUPERSEDED SURVEY CONTROL
 DO2508
 DO2508.No superseded survey control is available for this station.
 DO2508
 DO2508_MARKER: DD = SURVEY DISK
 DO2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2508_STAMPING: 3006
 DO2508_MARK LOGO: CGS+SS
 DO2508_PROJECTION: RECESSED 5 CENTIMETERS
 DO2508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2508+STABILITY: SURFACE MOTION
 DO2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2508+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2508
 DO2508  HISTORY     - Date     Condition        Report By
 DO2508  HISTORY     - 1935     MONUMENTED       NJDCED
 DO2508  HISTORY     - 20110531 GOOD             NJGS
 DO2508  HISTORY     - 20200501 MARK NOT FOUND   NJGS
 DO2508
 DO2508                          STATION DESCRIPTION
 DO2508
 DO2508'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO2508'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE SOUTHWEST
 DO2508'CORNER OF THE JUNCTION OF WEST AVENUE AND WEST BROAD STREET (NJ STATE
 DO2508'ROUTE 49).
 DO2508'
 DO2508'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2508'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.7 MI (1.1
 DO2508'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH WEST AVENUE AND THE STATION
 DO2508'ON THE LEFT.
 DO2508'
 DO2508'THE STATION IS 8.42 M (27.6 FT) NORTH OF POLE NUMBER 728 I 573, 20.62
 DO2508'M (67.7 FT) SOUTHEAST OF POLE NUMBER B57 2 572, 5.16 M (16.9 FT)
 DO2508'SOUTHWEST OF THE CENTERLINE OF ROUTE 49, 0.5 M (1.6 FT) SOUTHWEST OF
 DO2508'THE SOUTHWEST CURB OF ROUTE 49, 1.9 M (6.2 FT) SOUTHEAST OF A METAL
 DO2508'POLE WITH SIGN (NO TURN ON RED) ATTACHED, 5.12 M (16.8 FT) NORTH OF A
 DO2508'TRAFFIC SIGNAL.
 DO2508
 DO2508                          STATION RECOVERY (2020)
 DO2508
 DO2508'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DO2508'THE STATION IS LIKELY DESTROYED AS TIES, PHOTOS AND GPS ALL INDICATED
 DO2508'STATION REPLACED BY NEW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2504 ***********************************************************************
 DO2504  DESIGNATION -  3007
 DO2504  PID         -  DO2504
 DO2504  STATE/COUNTY-  NJ/CUMBERLAND
 DO2504  COUNTRY     -  US
 DO2504  USGS QUAD   -  BRIDGETON (2019)
 DO2504
 DO2504                         *CURRENT SURVEY CONTROL
 DO2504  ______________________________________________________________________
 DO2504* NAD 83(1986) POSITION- 39 25 43.54   (N) 075 14 31.35   (W)   HD_HELD1
 DO2504* NAVD 88 ORTHO HEIGHT -    16.557 (meters)       54.32  (feet) ADJUSTED
 DO2504  ______________________________________________________________________
 DO2504  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 DO2504  DYNAMIC HEIGHT  -         16.548 (meters)       54.29  (feet) COMP
 DO2504  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DO2504
 DO2504  VERT ORDER      -  FIRST     CLASS II
 DO2504
 DO2504.The horizontal coordinates were determined by differentially corrected
 DO2504.hand held GPS observations or other comparable positioning techniques
 DO2504.and have an estimated accuracy of +/- 3 meters.
 DO2504
 DO2504.The orthometric height was determined by differential leveling and
 DO2504.adjusted by the NATIONAL GEODETIC SURVEY
 DO2504.in April 2013.
 DO2504
 DO2504.No vertical observational check was made to the station.
 DO2504
 DO2504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2504.GEOID18 height accuracy estimate available here.
 DO2504
 DO2504.Click photographs - Photos may exist for this station.
 DO2504
 DO2504.The dynamic height is computed by dividing the NAVD 88
 DO2504.geopotential number by the normal gravity value computed on the
 DO2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2504.degrees latitude (g = 980.6199 gals.).
 DO2504
 DO2504.The modeled gravity was interpolated from observed gravity values.
 DO2504
 DO2504;                    North         East    Units  Estimated Accuracy
 DO2504;SPC NJ       -    66,359.3      86,115.4     MT  (+/- 3 meters HH1 GPS) 
 DO2504
 DO2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7916864386(NAD 83)
 DO2504
 DO2504                          SUPERSEDED SURVEY CONTROL
 DO2504
 DO2504.No superseded survey control is available for this station.
 DO2504
 DO2504_MARKER: DD = SURVEY DISK
 DO2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2504_STAMPING: 3007
 DO2504_MARK LOGO: CGS+SS
 DO2504_PROJECTION: FLUSH
 DO2504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2504+STABILITY: SURFACE MOTION
 DO2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2504+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2011
 DO2504
 DO2504  HISTORY     - Date     Condition        Report By
 DO2504  HISTORY     - 1935     MONUMENTED       NJDCED
 DO2504  HISTORY     - 20110523 GOOD             NJGS
 DO2504
 DO2504                          STATION DESCRIPTION
 DO2504
 DO2504'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2504'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE NORTH SIDE OF
 DO2504'WEST BROAD STREET (NJ STATE ROUTE 49) ABOUT 172 FT (52.4 M) WEST OF
 DO2504'THE CENTERLINE OF GILES STREET.  THE STATION IS BETWEEN THE CURB AND
 DO2504'SIDEWALK.
 DO2504'
 DO2504'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2504'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.35 MI (0.6
 DO2504'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH GILES STREET AND THE STATION
 DO2504'AHEAD ON THE RIGHT.
 DO2504'
 DO2504'THE STATION IS 34.5 FT (10.5 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 DO2504'SOCIAL SECURITY OFFICE (NUMBER 145), 1.2 FT (0.4 M) NORTH OF THE NORTH
 DO2504'CURB OF ROUTE 49, 18.6 FT (5.7 M) EAST OF POLE NUMBER B-48347, 41.6 FT
 DO2504'(12.7 M) WEST OF POLE NUMBER B-834.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2526 ***********************************************************************
 DO2526  DESIGNATION -  3015
 DO2526  PID         -  DO2526
 DO2526  STATE/COUNTY-  NJ/CUMBERLAND
 DO2526  COUNTRY     -  US
 DO2526  USGS QUAD   -  MILLVILLE (2019)
 DO2526
 DO2526                         *CURRENT SURVEY CONTROL
 DO2526  ______________________________________________________________________
 DO2526* NAD 83(1986) POSITION- 39 24 18.46   (N) 075 05 52.18   (W)   HD_HELD1
 DO2526* NAVD 88 ORTHO HEIGHT -    24.462 (meters)       80.26  (feet) ADJUSTED
 DO2526  ______________________________________________________________________
 DO2526  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 DO2526  DYNAMIC HEIGHT  -         24.450 (meters)       80.22  (feet) COMP
 DO2526  MODELED GRAVITY -    980,120.6   (mgal)                       NAVD 88
 DO2526
 DO2526  VERT ORDER      -  FIRST     CLASS II
 DO2526
 DO2526.The horizontal coordinates were determined by differentially corrected
 DO2526.hand held GPS observations or other comparable positioning techniques
 DO2526.and have an estimated accuracy of +/- 3 meters.
 DO2526
 DO2526.The orthometric height was determined by differential leveling and
 DO2526.adjusted by the NATIONAL GEODETIC SURVEY
 DO2526.in April 2013.
 DO2526
 DO2526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2526.GEOID18 height accuracy estimate available here.
 DO2526
 DO2526.Click photographs - Photos may exist for this station.
 DO2526
 DO2526.The dynamic height is computed by dividing the NAVD 88
 DO2526.geopotential number by the normal gravity value computed on the
 DO2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2526.degrees latitude (g = 980.6199 gals.).
 DO2526
 DO2526.The modeled gravity was interpolated from observed gravity values.
 DO2526
 DO2526;                    North         East    Units  Estimated Accuracy
 DO2526;SPC NJ       -    63,643.5      98,513.9     MT  (+/- 3 meters HH1 GPS) 
 DO2526
 DO2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9157761740(NAD 83)
 DO2526
 DO2526                          SUPERSEDED SURVEY CONTROL
 DO2526
 DO2526.No superseded survey control is available for this station.
 DO2526
 DO2526_MARKER: DD = SURVEY DISK
 DO2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2526_STAMPING: 3015
 DO2526_MARK LOGO: CGS+SS
 DO2526_PROJECTION: RECESSED 30 CENTIMETERS
 DO2526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2526+STABILITY: SURFACE MOTION
 DO2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2526+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2011
 DO2526
 DO2526  HISTORY     - Date     Condition        Report By
 DO2526  HISTORY     - UNK      MONUMENTED       NJDCED
 DO2526  HISTORY     - 20110623 GOOD             NJGS
 DO2526
 DO2526                          STATION DESCRIPTION
 DO2526
 DO2526'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DO2526'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTHEAST SIDE
 DO2526'OF NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), SET ABOUT 1.0 FT
 DO2526'(0.3 M) BELOW THE GROUND IN A SQUARE CAST IRON VALVE BOX, SET FLUSH IN
 DO2526'THE ASPHALT PAVING OF THE NORTH SHOULDER OF STATE HIGHWAY 49, OPPOSITE
 DO2526'AND ACROSS THE ROAD FROM THE T-INTERSECTION WITH HOGBIN ROAD.
 DO2526'
 DO2526'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2526'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 3.3 MI
 DO2526'(5.3 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2526'
 DO2526'THE STATION IS 6.4 M (21.0 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 DO2526'HIGHWAY 49, 2.0 M (6.6 FT) WEST FROM THE EXTENDED CENTERLINE OF HOGBIN
 DO2526'ROAD, 2.8 M (9.2 FT) SOUTHEAST FROM WOOD UTILITY POLE NUMBER 301 AND
 DO2526'12.1 M (39.7 FT) WEST FROM A STEEL GRATE STORM DRAIN INLET SET FLUSH
 DO2526'IN THE ASPHALT PAVED NORTH SHOULDER OF STATE HIGHWAY 49.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9879 ***********************************************************************
 DL9879  DESIGNATION -  304
 DL9879  PID         -  DL9879
 DL9879  STATE/COUNTY-  NJ/SOMERSET
 DL9879  COUNTRY     -  US
 DL9879  USGS QUAD   -  BOUND BROOK (2019)
 DL9879
 DL9879                         *CURRENT SURVEY CONTROL
 DL9879  ______________________________________________________________________
 DL9879* NAD 83(2011) POSITION- 40 34 20.50862(N) 074 35 29.12248(W)   ADJUSTED
 DL9879* NAD 83(2011) ELLIP HT-    -7.366 (meters)        (06/27/12)   ADJUSTED
 DL9879* NAD 83(2011) EPOCH   -  2010.00
 DL9879* NAVD 88 ORTHO HEIGHT -    25.7   (meters)       84.    (feet) GPS OBS
 DL9879  ______________________________________________________________________
 DL9879  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9879  GEOID HEIGHT    -        -33.026 (meters)                     GEOID09
 DL9879  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 DL9879  NAD 83(2011) X  -  1,289,074.087 (meters)                     COMP
 DL9879  NAD 83(2011) Y  - -4,677,219.024 (meters)                     COMP
 DL9879  NAD 83(2011) Z  -  4,126,462.121 (meters)                     COMP
 DL9879  LAPLACE CORR    -          4.58  (seconds)                    DEFLEC18
 DL9879
 DL9879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9879  Standards:
 DL9879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9879  -------------------------------------------------------------------
 DL9879  NETWORK    2.68   3.88           1.02   1.04   1.98      0.64807597
 DL9879  -------------------------------------------------------------------
 DL9879  Click here for local accuracies and other accuracy information.
 DL9879
 DL9879.The horizontal coordinates were established by GPS observations
 DL9879.and adjusted by the National Geodetic Survey in June 2012.
 DL9879
 DL9879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9879.been affixed to the stable North American tectonic plate. See 
 DL9879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9879
 DL9879.The horizontal coordinates are valid at the epoch date displayed above
 DL9879.which is a decimal equivalence of Year/Month/Day.
 DL9879
 DL9879.The orthometric height was determined by GPS observations and a
 DL9879.high-resolution geoid model.
 DL9879
 DL9879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9879.GEOID18 height accuracy estimate available here.
 DL9879
 DL9879.Click photographs - Photos may exist for this station.
 DL9879
 DL9879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9879
 DL9879.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9879
 DL9879.The ellipsoidal height was determined by GPS observations
 DL9879.and is referenced to NAD 83.
 DL9879
 DL9879. The following values were computed from the NAD 83(2011) position.
 DL9879
 DL9879;                    North         East     Units Scale Factor Converg.
 DL9879;SPC NJ       -   193,067.392   142,259.391   MT  0.99990074   -0 03 34.1
 DL9879;SPC NJ       -   633,421.94    466,729.35   sFT  0.99990074   -0 03 34.1
 DL9879;UTM  18      - 4,491,367.320   534,583.131   MT  0.99961472   +0 15 56.7
 DL9879
 DL9879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9879!SPC NJ       -   1.00000116  x   0.99990074  =   0.99990190
 DL9879!UTM  18      -   1.00000116  x   0.99961472  =   0.99961588
 DL9879
 DL9879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3458391367(NAD 83)
 DL9879
 DL9879|---------------------------------------------------------------------|
 DL9879| PID    Reference Object                     Distance      Geod. Az  |
 DL9879|                                                           dddmmss.s |
 DL9879| DL9880 SC 305                              304.281 METERS 01553     |
 DL9879|---------------------------------------------------------------------|
 DL9879
 DL9879                          SUPERSEDED SURVEY CONTROL
 DL9879
 DL9879  NAD 83(2007)-  40 34 20.50899(N)    074 35 29.12255(W) AD(2002.00) 1
 DL9879  ELLIP H (07/18/10)   -7.367  (m)                       GP(2002.00) 4 2
 DL9879
 DL9879.Superseded values are not recommended for survey control.
 DL9879
 DL9879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9879.See file dsdata.pdf to determine how the superseded data were derived.
 DL9879
 DL9879_MARKER: DD = SURVEY DISK
 DL9879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9879_STAMPING: 304 GPS 304
 DL9879_MARK LOGO: NJ-035
 DL9879_PROJECTION: FLUSH
 DL9879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9879+STABILITY: SURFACE MOTION
 DL9879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9879+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2020
 DL9879
 DL9879  HISTORY     - Date     Condition        Report By
 DL9879  HISTORY     - 20020417 MONUMENTED       NJGS
 DL9879  HISTORY     - 20070302 GOOD             B2A
 DL9879  HISTORY     - 20100727 GOOD             B2A
 DL9879  HISTORY     - 20200417 GOOD             NJGS
 DL9879
 DL9879                          STATION DESCRIPTION
 DL9879
 DL9879'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9879'SC 304 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9879'STATION IS LOCATED IN THE BRIDGEWATER TOWNSHIP.
 DL9879'
 DL9879'TO REACH THE STATION FROM THE JUNCTION OF UNION AVENUE, US HIGHWAY 28,
 DL9879'AND FINDERNE AVENUE, COUNTY ROAD 663, GO EAST ON UNION AVENUE, US
 DL9879'HIGHWAY 28 1.29 KM (0.8 MI) TO JACKSON STREET AND TURN RIGHT ONTO
 DL9879'JACKSON STREET AND GO 0.48 KM (0.3 MI) THE STATION IS LOCATED ON THE
 DL9879'NORTHEAST SIDE OF JACKSON STREET13.72 M SOUTHEAST OF THE CENTERLINE OF
 DL9879'THE END OF THE CONCRETE SIDEWALK, 21.34 M (70.0 FT) SOUTHEAST OF THE
 DL9879'SOUTHEAST CORNER OF THE TOP PIECE OF A TYPE B INLET, AND 15.24 M (50.0
 DL9879'FT) NORTHEAST OF THE NORTHWEST CORNER OF THE GRATE OF A TYPE B INLET.
 DL9879'THE STATION IS FLUSH WITH THE GROUND.
 DL9879
 DL9879                          STATION RECOVERY (2010)
 DL9879
 DL9879'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9879'RECOVERED IN GOOD CONDITION.
 DL9879
 DL9879                          STATION RECOVERY (2020)
 DL9879
 DL9879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1575 ***********************************************************************
 KV1575  DESIGNATION -  304.903 NJGS
 KV1575  PID         -  KV1575
 KV1575  STATE/COUNTY-  NJ/WARREN
 KV1575  COUNTRY     -  US
 KV1575  USGS QUAD   -  EASTON (2019)
 KV1575
 KV1575                         *CURRENT SURVEY CONTROL
 KV1575  ______________________________________________________________________
 KV1575* NAD 83(1986) POSITION- 40 41 44.     (N) 075 11 25.     (W)   SCALED
 KV1575* NAVD 88 ORTHO HEIGHT -    92.732 (meters)      304.24  (feet) ADJUSTED
 KV1575  ______________________________________________________________________
 KV1575  GEOID HEIGHT    -        -34.047 (meters)                     GEOID18
 KV1575  DYNAMIC HEIGHT  -         92.689 (meters)      304.10  (feet) COMP
 KV1575  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 KV1575
 KV1575  VERT ORDER      -  SECOND    CLASS 0
 KV1575
 KV1575.The horizontal coordinates were scaled from a map and have
 KV1575.an estimated accuracy of +/- 6 seconds.
 KV1575
 KV1575.The orthometric height was determined by differential leveling and
 KV1575.adjusted by the NATIONAL GEODETIC SURVEY
 KV1575.in June 1991.
 KV1575
 KV1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1575.GEOID18 height accuracy estimate available here.
 KV1575
 KV1575.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL839049(NAD 83)
 KV1575
 KV1575                          SUPERSEDED SURVEY CONTROL
 KV1575
 KV1575  NGVD 29 (11/26/84)   92.957  (m)          304.98   (f) ADJUSTED    2 0
 KV1575
 KV1575.Superseded values are not recommended for survey control.
 KV1575
 KV1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1575.See file dsdata.pdf to determine how the superseded data were derived.
 KV1575
 KV1575_MARKER: DD = SURVEY DISK
 KV1575_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1575_SP_SET: STEP
 KV1575_STAMPING: 304.903
 KV1575_MARK LOGO: NJGS
 KV1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1575+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 KV1575
 KV1575  HISTORY     - Date     Condition        Report By
 KV1575  HISTORY     - 1942     MONUMENTED       NJGS
 KV1575  HISTORY     - 1942     GOOD             CGS
 KV1575  HISTORY     - 20210629 GOOD             NJGS
 KV1575  HISTORY     - 20211014 MARK NOT FOUND   NJGS
 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.
 KV1575
 KV1575                          STATION RECOVERY (2021)
 KV1575
 KV1575'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1575'THE MARK IS IN TOP STEP OF BUILDING, NOT SUITABLE FOR GPS
 KV1575'OBSERVATIONS.
 KV1575
 KV1575                          STATION RECOVERY (2021)
 KV1575
 KV1575'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV1575'TO REACH FROM VISUAL INSPECTION, THE STEPS AT FRONT ENTRANCE TO THE
 KV1575'POST OFFICE WAS RECONSTRUCTED.  THE SOUTH END OF STEPS WERE CUT BACK
 KV1575'TO ALLOW FOR A HANDICAP RAMP.  MONUMENT WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU1007 ***********************************************************************
 JU1007  DESIGNATION -  3068 NJGS
 JU1007  PID         -  JU1007
 JU1007  STATE/COUNTY-  NJ/CUMBERLAND
 JU1007  COUNTRY     -  US
 JU1007  USGS QUAD   -  CEDARVILLE (2019)
 JU1007
 JU1007                         *CURRENT SURVEY CONTROL
 JU1007  ______________________________________________________________________
 JU1007* NAD 83(1986) POSITION- 39 15 28.     (N) 075 09 52.     (W)   SCALED
 JU1007* NAVD 88 ORTHO HEIGHT -     1.396 (meters)        4.58  (feet) ADJUSTED
 JU1007  ______________________________________________________________________
 JU1007  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 JU1007  DYNAMIC HEIGHT  -          1.395 (meters)        4.58  (feet) COMP
 JU1007  MODELED GRAVITY -    980,098.6   (mgal)                       NAVD 88
 JU1007
 JU1007  VERT ORDER      -  SECOND    CLASS 0
 JU1007
 JU1007.The horizontal coordinates were scaled from a map and have
 JU1007.an estimated accuracy of +/- 6 seconds.
 JU1007
 JU1007.The orthometric height was determined by differential leveling and
 JU1007.adjusted by the NATIONAL GEODETIC SURVEY
 JU1007.in June 1991.
 JU1007
 JU1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1007.GEOID18 height accuracy estimate available here.
 JU1007
 JU1007.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ858453(NAD 83)
 JU1007
 JU1007                          SUPERSEDED SURVEY CONTROL
 JU1007
 JU1007  NGVD 29 (04/16/92)    1.727  (m)            5.67   (f) ADJUSTED    2 0
 JU1007  NGVD 29 (??/??/87)    1.796  (m)            5.89   (f) SUPERSEDED  2 0
 JU1007
 JU1007.Superseded values are not recommended for survey control.
 JU1007
 JU1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1007.See file dsdata.pdf to determine how the superseded data were derived.
 JU1007
 JU1007_MARKER: DD = SURVEY DISK
 JU1007_SETTING: 7 = 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  HISTORY     - 20190710 MARK NOT FOUND   NJGS
 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.
 JU1007
 JU1007                          STATION RECOVERY (2019)
 JU1007
 JU1007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU1007'TIES LEAD TO POINT ON PAVEMENT.  ROAD MAY HAVE MOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2492 ***********************************************************************
 DO2492  DESIGNATION -  3079
 DO2492  PID         -  DO2492
 DO2492  STATE/COUNTY-  NJ/CUMBERLAND
 DO2492  COUNTRY     -  US
 DO2492  USGS QUAD   -  BRIDGETON (2019)
 DO2492
 DO2492                         *CURRENT SURVEY CONTROL
 DO2492  ______________________________________________________________________
 DO2492* NAD 83(1986) POSITION- 39 25 33.86   (N) 075 12 53.60   (W)   HD_HELD1
 DO2492* NAVD 88 ORTHO HEIGHT -    27.045 (meters)       88.73  (feet) ADJUSTED
 DO2492  ______________________________________________________________________
 DO2492  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 DO2492  DYNAMIC HEIGHT  -         27.031 (meters)       88.68  (feet) COMP
 DO2492  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DO2492
 DO2492  VERT ORDER      -  FIRST     CLASS II
 DO2492
 DO2492.The horizontal coordinates were determined by differentially corrected
 DO2492.hand held GPS observations or other comparable positioning techniques
 DO2492.and have an estimated accuracy of +/- 3 meters.
 DO2492
 DO2492.The orthometric height was determined by differential leveling and
 DO2492.adjusted by the NATIONAL GEODETIC SURVEY
 DO2492.in April 2013.
 DO2492
 DO2492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2492.GEOID18 height accuracy estimate available here.
 DO2492
 DO2492.Click photographs - Photos may exist for this station.
 DO2492
 DO2492.The dynamic height is computed by dividing the NAVD 88
 DO2492.geopotential number by the normal gravity value computed on the
 DO2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2492.degrees latitude (g = 980.6199 gals.).
 DO2492
 DO2492.The modeled gravity was interpolated from observed gravity values.
 DO2492
 DO2492;                    North         East    Units  Estimated Accuracy
 DO2492;SPC NJ       -    66,041.9      88,450.7     MT  (+/- 3 meters HH1 GPS) 
 DO2492
 DO2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8150464082(NAD 83)
 DO2492
 DO2492                          SUPERSEDED SURVEY CONTROL
 DO2492
 DO2492.No superseded survey control is available for this station.
 DO2492
 DO2492_MARKER: DD = SURVEY DISK
 DO2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2492_STAMPING: 3079
 DO2492_MARK LOGO: NJDCED
 DO2492_PROJECTION: RECESSED 30 CENTIMETERS
 DO2492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2492+STABILITY: SURFACE MOTION
 DO2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2492+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2016
 DO2492
 DO2492  HISTORY     - Date     Condition        Report By
 DO2492  HISTORY     - 1935     MONUMENTED       NJDCED
 DO2492  HISTORY     - 20110523 GOOD             NJGS
 DO2492  HISTORY     - 20160812 GOOD             NJGS
 DO2492
 DO2492                          STATION DESCRIPTION
 DO2492
 DO2492'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2492'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE SOUTH SIDE OF
 DO2492'EAST COMMERCE AVENUE (ROUTE 49).  THE STATION IS RECESSED IN A SQUARE
 DO2492'MONUMENT BOX IN THE SHOULDER OF THE EASTBOUND LANES OF ROUTE 49,
 DO2492'OPPOSITE THE WATER TANK.
 DO2492'
 DO2492'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2492'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 1.1 MI (1.8
 DO2492'KM) EAST ON ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2492'
 DO2492'THE STATION IS 5.3 FT (1.6 M) NORTH OF THE SOUTH CURBLINE, 41.5 FT
 DO2492'(12.6 M) WEST-SOUTHWEST OF POLE NUMBER 2262, 87.5 FT (26.7 M) EAST OF
 DO2492'POLE NUMBER 2260, 10 FT (3.0 M) NORTHEAST OF THE EAST CORNER OF THE
 DO2492'STEPS LEADING TO HOUSE NUMBER 624, ABOUT 108 FT (32.9 M) NORTHEAST OF
 DO2492'THE NORTHWEST CORNER OF THE HOUSE.
 DO2492
 DO2492                          STATION RECOVERY (2016)
 DO2492
 DO2492'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DO2492'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2491 ***********************************************************************
 DO2491  DESIGNATION -  3080
 DO2491  PID         -  DO2491
 DO2491  STATE/COUNTY-  NJ/CUMBERLAND
 DO2491  COUNTRY     -  US
 DO2491  USGS QUAD   -  BRIDGETON (2019)
 DO2491
 DO2491                         *CURRENT SURVEY CONTROL
 DO2491  ______________________________________________________________________
 DO2491* NAD 83(1986) POSITION- 39 25 30.45   (N) 075 12 35.02   (W)   HD_HELD1
 DO2491* NAVD 88 ORTHO HEIGHT -    19.143 (meters)       62.81  (feet) ADJUSTED
 DO2491  ______________________________________________________________________
 DO2491  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 DO2491  DYNAMIC HEIGHT  -         19.133 (meters)       62.77  (feet) COMP
 DO2491  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DO2491
 DO2491  VERT ORDER      -  FIRST     CLASS II
 DO2491
 DO2491.The horizontal coordinates were determined by differentially corrected
 DO2491.hand held GPS observations or other comparable positioning techniques
 DO2491.and have an estimated accuracy of +/- 3 meters.
 DO2491
 DO2491.The orthometric height was determined by differential leveling and
 DO2491.adjusted by the NATIONAL GEODETIC SURVEY
 DO2491.in April 2013.
 DO2491
 DO2491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2491.GEOID18 height accuracy estimate available here.
 DO2491
 DO2491.Click photographs - Photos may exist for this station.
 DO2491
 DO2491.The dynamic height is computed by dividing the NAVD 88
 DO2491.geopotential number by the normal gravity value computed on the
 DO2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2491.degrees latitude (g = 980.6199 gals.).
 DO2491
 DO2491.The modeled gravity was interpolated from observed gravity values.
 DO2491
 DO2491;                    North         East    Units  Estimated Accuracy
 DO2491;SPC NJ       -    65,933.3      88,894.2     MT  (+/- 3 meters HH1 GPS) 
 DO2491
 DO2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8194863975(NAD 83)
 DO2491
 DO2491                          SUPERSEDED SURVEY CONTROL
 DO2491
 DO2491.No superseded survey control is available for this station.
 DO2491
 DO2491_MARKER: DD = SURVEY DISK
 DO2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2491_STAMPING: 3080
 DO2491_MARK LOGO: CGS+SS
 DO2491_PROJECTION: RECESSED 20 CENTIMETERS
 DO2491_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2491+STABILITY: SURFACE MOTION
 DO2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2491+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2016
 DO2491
 DO2491  HISTORY     - Date     Condition        Report By
 DO2491  HISTORY     - 1935     MONUMENTED       NJDCED
 DO2491  HISTORY     - 20110523 GOOD             NJGS
 DO2491  HISTORY     - 20160812 GOOD             NJGS
 DO2491
 DO2491                          STATION DESCRIPTION
 DO2491
 DO2491'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2491'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, AT THE SOUTHEAST
 DO2491'CORNER OF THE JUNCTION OF BURLINGTON ROAD (COUNTY ROAD 638) AND EAST
 DO2491'COMMERCE AVENUE (NJ ROUTE 49).  THE STATION IS RECESSED IN A SQUARE
 DO2491'MONUMENT BOX IN THE GUTTER LINE OF THE ROAD JUNCTION.
 DO2491'
 DO2491'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2491'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 1.35 MI (2.2
 DO2491'KM) EAST ON ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2491'
 DO2491'THE STATION IS 22.3 EAST OF POLE 3252, 5.9 FT (1.8 M) NORTHEAST OF A
 DO2491'TRAFFIC SIGNAL, 2 FT (0.6 M) NORTHEAST OF AND RADIAL TO THE CURBLINE,
 DO2491'24 FT (7.3 M) SOUTHWEST OF THE CENTERLINE OF ROUTE 49, 36 FT (11.0 M)
 DO2491'EAST-SOUTHEAST OF THE CENTERLINE OF ROUTE 638.
 DO2491
 DO2491                          STATION RECOVERY (2016)
 DO2491
 DO2491'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DO2491'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7200 ***********************************************************************
 AA7200  DESIGNATION -  3082
 AA7200  PID         -  AA7200
 AA7200  STATE/COUNTY-  NJ/CUMBERLAND
 AA7200  COUNTRY     -  US
 AA7200  USGS QUAD   -  CEDARVILLE (2019)
 AA7200
 AA7200                         *CURRENT SURVEY CONTROL
 AA7200  ______________________________________________________________________
 AA7200* NAD 83(2011) POSITION- 39 20 38.64846(N) 075 12 30.72478(W)   ADJUSTED
 AA7200* NAD 83(2011) ELLIP HT-   -22.542 (meters)        (06/27/12)   ADJUSTED
 AA7200* NAD 83(2011) EPOCH   -  2010.00
 AA7200* NAVD 88 ORTHO HEIGHT -    11.4   (meters)       37.    (feet) GPS OBS
 AA7200  ______________________________________________________________________
 AA7200  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7200  GEOID HEIGHT    -         -34.30 (meters)                     GEOID93
 AA7200  GEOID HEIGHT    -        -33.985 (meters)                     GEOID18
 AA7200  NAD 83(2011) X  -  1,260,981.770 (meters)                     COMP
 AA7200  NAD 83(2011) Y  - -4,775,504.625 (meters)                     COMP
 AA7200  NAD 83(2011) Z  -  4,021,915.887 (meters)                     COMP
 AA7200  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 AA7200
 AA7200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7200  Standards:
 AA7200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7200  -------------------------------------------------------------------
 AA7200  NETWORK    1.64   2.33           0.76   0.54   1.19     -0.10269028
 AA7200  -------------------------------------------------------------------
 AA7200  Click here for local accuracies and other accuracy information.
 AA7200
 AA7200.The horizontal coordinates were established by GPS observations
 AA7200.and adjusted by the National Geodetic Survey in June 2012.
 AA7200
 AA7200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7200.been affixed to the stable North American tectonic plate. See 
 AA7200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7200
 AA7200.The horizontal coordinates are valid at the epoch date displayed above
 AA7200.which is a decimal equivalence of Year/Month/Day.
 AA7200
 AA7200.The orthometric height was determined by GPS observations and a
 AA7200.high-resolution geoid model.
 AA7200
 AA7200.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7200.GEOID18 height accuracy estimate available here.
 AA7200
 AA7200.Click photographs - Photos may exist for this station.
 AA7200
 AA7200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7200
 AA7200.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7200
 AA7200.The ellipsoidal height was determined by GPS observations
 AA7200.and is referenced to NAD 83.
 AA7200
 AA7200. The following values were computed from the NAD 83(2011) position.
 AA7200
 AA7200;                    North         East     Units Scale Factor Converg.
 AA7200;SPC NJ       -    56,934.176    88,926.360   MT  0.99994591   -0 26 57.1
 AA7200;SPC NJ       -   186,791.54    291,752.57   sFT  0.99994591   -0 26 57.1
 AA7200;UTM  18      - 4,354,980.154   482,030.391   MT  0.99960398   -0 07 55.9
 AA7200
 AA7200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7200!SPC NJ       -   1.00000354  x   0.99994591  =   0.99994945
 AA7200!UTM  18      -   1.00000354  x   0.99960398  =   0.99960752
 AA7200
 AA7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8203054980(NAD 83)
 AA7200
 AA7200                          SUPERSEDED SURVEY CONTROL
 AA7200
 AA7200  NAD 83(2007)-  39 20 38.64887(N)    075 12 30.72545(W) AD(2002.00) 0
 AA7200  ELLIP H (02/10/07)  -22.530  (m)                       GP(2002.00)    
 AA7200  ELLIP H (10/23/02)  -22.533  (m)                       GP(       ) 4 1
 AA7200  NAD 83(1996)-  39 20 38.64882(N)    075 12 30.72571(W) AD(       ) 1
 AA7200  ELLIP H (05/14/99)  -22.540  (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)  -22.595  (m)                       GP(       ) 3 1
 AA7200
 AA7200.Superseded values are not recommended for survey control.
 AA7200
 AA7200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7200.See file dsdata.pdf to determine how the superseded data were derived.
 AA7200
 AA7200_MARKER: DB = BENCH MARK DISK
 AA7200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7200_STAMPING: 3082
 AA7200_MARK LOGO: CGS+SS
 AA7200_PROJECTION: FLUSH
 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 - August 05, 2019
 AA7200
 AA7200  HISTORY     - Date     Condition        Report By
 AA7200  HISTORY     - 1935     MONUMENTED       NJGS
 AA7200  HISTORY     - 19940323 GOOD             NJGS
 AA7200  HISTORY     - 20190805 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.
 AA7200
 AA7200                          STATION RECOVERY (2019)
 AA7200
 AA7200'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AA7200'THE STATION IS IN THE FRONT OF ADDRESS 132.  ADDITIONAL TIES ARE 36.6
 AA7200'FT (11.2 M) NORTHWEST OF THE CENTERLINE OF SHEPPARD AVENUE AND 10.6 FT
 AA7200'(3.2 M) SOUTHEAST OF UTILITY POLE BT 3 1820.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU1004 ***********************************************************************
 JU1004  DESIGNATION -  3088
 JU1004  PID         -  JU1004
 JU1004  STATE/COUNTY-  NJ/CUMBERLAND
 JU1004  COUNTRY     -  US
 JU1004  USGS QUAD   -  CEDARVILLE (2019)
 JU1004
 JU1004                         *CURRENT SURVEY CONTROL
 JU1004  ______________________________________________________________________
 JU1004* NAD 83(1986) POSITION- 39 17 47.     (N) 075 10 40.     (W)   SCALED
 JU1004* NAVD 88 ORTHO HEIGHT -     2.803 (meters)        9.20  (feet) ADJUSTED
 JU1004  ______________________________________________________________________
 JU1004  GEOID HEIGHT    -        -34.162 (meters)                     GEOID18
 JU1004  DYNAMIC HEIGHT  -          2.801 (meters)        9.19  (feet) COMP
 JU1004  MODELED GRAVITY -    980,107.3   (mgal)                       NAVD 88
 JU1004
 JU1004  VERT ORDER      -  SECOND    CLASS 0
 JU1004
 JU1004.The horizontal coordinates were scaled from a map and have
 JU1004.an estimated accuracy of +/- 6 seconds.
 JU1004
 JU1004.The orthometric height was determined by differential leveling and
 JU1004.adjusted by the NATIONAL GEODETIC SURVEY
 JU1004.in June 1991.
 JU1004
 JU1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1004.GEOID18 height accuracy estimate available here.
 JU1004
 JU1004.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ846496(NAD 83)
 JU1004
 JU1004                          SUPERSEDED SURVEY CONTROL
 JU1004
 JU1004  NGVD 29 (04/16/92)    3.133  (m)           10.28   (f) ADJUSTED    2 0
 JU1004  NGVD 29 (??/??/87)    3.203  (m)           10.51   (f) SUPERSEDED  2 0
 JU1004
 JU1004.Superseded values are not recommended for survey control.
 JU1004
 JU1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1004.See file dsdata.pdf to determine how the superseded data were derived.
 JU1004
 JU1004_MARKER: DD = SURVEY DISK
 JU1004_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 LY0352 ***********************************************************************
 LY0352  DESIGNATION -  309.96
 LY0352  PID         -  LY0352
 LY0352  STATE/COUNTY-  NJ/BERGEN
 LY0352  COUNTRY     -  US
 LY0352  USGS QUAD   -  RAMSEY (2019)
 LY0352
 LY0352                         *CURRENT SURVEY CONTROL
 LY0352  ______________________________________________________________________
 LY0352* NAD 83(1986) POSITION- 41 05 19.     (N) 074 08 45.     (W)   SCALED
 LY0352* NAVD 88 ORTHO HEIGHT -    94.238 (meters)      309.18  (feet) ADJUSTED
 LY0352  ______________________________________________________________________
 LY0352  GEOID HEIGHT    -        -31.942 (meters)                     GEOID18
 LY0352  DYNAMIC HEIGHT  -         94.200 (meters)      309.05  (feet) COMP
 LY0352  MODELED GRAVITY -    980,213.1   (mgal)                       NAVD 88
 LY0352
 LY0352  VERT ORDER      -  SECOND    CLASS 0
 LY0352
 LY0352.The horizontal coordinates were scaled from a map and have
 LY0352.an estimated accuracy of +/- 6 seconds.
 LY0352
 LY0352.The orthometric height was determined by differential leveling and
 LY0352.adjusted by the NATIONAL GEODETIC SURVEY
 LY0352.in June 1991.
 LY0352
 LY0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0352.GEOID18 height accuracy estimate available here.
 LY0352
 LY0352.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL717489(NAD 83)
 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
 LY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0352.See file dsdata.pdf to determine how the superseded data were derived.
 LY0352
 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             CGS
 LY0352
 LY0352                          STATION DESCRIPTION
 LY0352
 LY0352'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU1005 ***********************************************************************
 JU1005  DESIGNATION -  3090
 JU1005  PID         -  JU1005
 JU1005  STATE/COUNTY-  NJ/CUMBERLAND
 JU1005  COUNTRY     -  US
 JU1005  USGS QUAD   -  CEDARVILLE (2019)
 JU1005
 JU1005                         *CURRENT SURVEY CONTROL
 JU1005  ______________________________________________________________________
 JU1005* NAD 83(1986) POSITION- 39 17 02.     (N) 075 10 29.     (W)   SCALED
 JU1005* NAVD 88 ORTHO HEIGHT -     2.222 (meters)        7.29  (feet) ADJUSTED
 JU1005  ______________________________________________________________________
 JU1005  GEOID HEIGHT    -        -34.215 (meters)                     GEOID18
 JU1005  DYNAMIC HEIGHT  -          2.221 (meters)        7.29  (feet) COMP
 JU1005  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 JU1005
 JU1005  VERT ORDER      -  SECOND    CLASS 0
 JU1005
 JU1005.The horizontal coordinates were scaled from a map and have
 JU1005.an estimated accuracy of +/- 6 seconds.
 JU1005
 JU1005.The orthometric height was determined by differential leveling and
 JU1005.adjusted by the NATIONAL GEODETIC SURVEY
 JU1005.in June 1991.
 JU1005
 JU1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1005.GEOID18 height accuracy estimate available here.
 JU1005
 JU1005.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ849482(NAD 83)
 JU1005
 JU1005                          SUPERSEDED SURVEY CONTROL
 JU1005
 JU1005  NGVD 29 (04/16/92)    2.553  (m)            8.38   (f) ADJUSTED    2 0
 JU1005  NGVD 29 (??/??/87)    2.623  (m)            8.61   (f) SUPERSEDED  2 0
 JU1005
 JU1005.Superseded values are not recommended for survey control.
 JU1005
 JU1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1005.See file dsdata.pdf to determine how the superseded data were derived.
 JU1005
 JU1005_MARKER: DD = SURVEY DISK
 JU1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1005_STAMPING: 3090
 JU1005_MARK LOGO: CGS+SS
 JU1005_PROJECTION: RECESSED 40 CENTIMETERS
 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 - July 10, 2019
 JU1005
 JU1005  HISTORY     - Date     Condition        Report By
 JU1005  HISTORY     - 1935     MONUMENTED       NJGS
 JU1005  HISTORY     - 1961     GOOD             CGS
 JU1005  HISTORY     - 19940831 GOOD             NJGS
 JU1005  HISTORY     - 20190710 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.
 JU1005
 JU1005                          STATION RECOVERY (2019)
 JU1005
 JU1005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU1005'THE STATION IS 1 M (3.3 FT) SOUTHEAST OF A NEWER POLE B18675.  POLES
 JU1005'AND TREES TO THE WEST MAY INTERFERE IN GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU1008 ***********************************************************************
 JU1008  DESIGNATION -  3093 NJGS
 JU1008  PID         -  JU1008
 JU1008  STATE/COUNTY-  NJ/CUMBERLAND
 JU1008  COUNTRY     -  US
 JU1008  USGS QUAD   -  FORTESCUE (2019)
 JU1008
 JU1008                         *CURRENT SURVEY CONTROL
 JU1008  ______________________________________________________________________
 JU1008* NAD 83(1986) POSITION- 39 14 37.     (N) 075 10 12.     (W)   SCALED
 JU1008* NAVD 88 ORTHO HEIGHT -     1.194 (meters)        3.92  (feet) ADJUSTED
 JU1008  ______________________________________________________________________
 JU1008  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 JU1008  DYNAMIC HEIGHT  -          1.194 (meters)        3.92  (feet) COMP
 JU1008  MODELED GRAVITY -    980,095.3   (mgal)                       NAVD 88
 JU1008
 JU1008  VERT ORDER      -  SECOND    CLASS 0
 JU1008
 JU1008.The horizontal coordinates were scaled from a map and have
 JU1008.an estimated accuracy of +/- 6 seconds.
 JU1008
 JU1008.The orthometric height was determined by differential leveling and
 JU1008.adjusted by the NATIONAL GEODETIC SURVEY
 JU1008.in June 1991.
 JU1008
 JU1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1008.GEOID18 height accuracy estimate available here.
 JU1008
 JU1008.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ853438(NAD 83)
 JU1008
 JU1008                          SUPERSEDED SURVEY CONTROL
 JU1008
 JU1008  NGVD 29 (04/16/92)    1.525  (m)            5.00   (f) ADJUSTED    2 0
 JU1008  NGVD 29 (??/??/87)    1.595  (m)            5.23   (f) SUPERSEDED  2 0
 JU1008
 JU1008.Superseded values are not recommended for survey control.
 JU1008
 JU1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1008.See file dsdata.pdf to determine how the superseded data were derived.
 JU1008
 JU1008_MARKER: DD = SURVEY DISK
 JU1008_SETTING: 7 = 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  HISTORY     - 20190710 MARK NOT FOUND   NJGS
 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.
 JU1008
 JU1008                          STATION RECOVERY (2019)
 JU1008
 JU1008'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU1008'BRIDGE APPEARS NEW.  DID NOT FIND UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0999 ***********************************************************************
 KV0999  DESIGNATION -  31 PRR
 KV0999  PID         -  KV0999
 KV0999  STATE/COUNTY-  NJ/BURLINGTON
 KV0999  COUNTRY     -  US
 KV0999  USGS QUAD   -  TRENTON EAST (2019)
 KV0999
 KV0999                         *CURRENT SURVEY CONTROL
 KV0999  ______________________________________________________________________
 KV0999* NAD 83(1986) POSITION- 40 08 30.     (N) 074 43 41.     (W)   SCALED
 KV0999* NAVD 88 ORTHO HEIGHT -     2.982 (meters)        9.78  (feet) POSTED
 KV0999  ______________________________________________________________________
 KV0999  GEOID HEIGHT    -        -32.821 (meters)                     GEOID18
 KV0999  DYNAMIC HEIGHT  -          2.98  (meters)        9.8   (feet) COMP
 KV0999  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 KV0999
 KV0999  VERT ORDER      -  * POSTED, SEE BELOW
 KV0999
 KV0999.The horizontal coordinates were scaled from a 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
 KV0999.* This is a POSTED BENCH MARK height.
 KV0999
 KV0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0999.GEOID18 height accuracy estimate available here.
 KV0999
 KV0999.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK231435(NAD 83)
 KV0999
 KV0999                          SUPERSEDED SURVEY CONTROL
 KV0999
 KV0999  NGVD 29 (11/26/84)    3.338  (m)           10.95   (f) ADJUSTED    1 2
 KV0999
 KV0999.Superseded values are not recommended for survey control.
 KV0999
 KV0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0999.See file dsdata.pdf to determine how the superseded data were derived.
 KV0999
 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 = JULY 24, 2026 22:12:30 EDT
 KV1405 ***********************************************************************
 KV1405  DESIGNATION -  31.15 CNJRR
 KV1405  PID         -  KV1405
 KV1405  STATE/COUNTY-  NJ/SOMERSET
 KV1405  COUNTRY     -  US
 KV1405  USGS QUAD   -  BOUND BROOK (2019)
 KV1405
 KV1405                         *CURRENT SURVEY CONTROL
 KV1405  ______________________________________________________________________
 KV1405* NAD 83(1986) POSITION- 40 33 36.     (N) 074 32 53.     (W)   SCALED
 KV1405* NAVD 88 ORTHO HEIGHT -    10.174 (meters)       33.38  (feet) ADJUSTED
 KV1405  ______________________________________________________________________
 KV1405  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 KV1405  DYNAMIC HEIGHT  -         10.169 (meters)       33.36  (feet) COMP
 KV1405  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 KV1405
 KV1405  VERT ORDER      -  SECOND    CLASS 0
 KV1405
 KV1405.The horizontal coordinates were scaled from a map and have
 KV1405.an estimated accuracy of +/- 6 seconds.
 KV1405
 KV1405.The orthometric height was determined by differential leveling and
 KV1405.adjusted by the NATIONAL GEODETIC SURVEY
 KV1405.in June 1991.
 KV1405
 KV1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1405.GEOID18 height accuracy estimate available here.
 KV1405
 KV1405.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK382900(NAD 83)
 KV1405
 KV1405                          SUPERSEDED SURVEY CONTROL
 KV1405
 KV1405  NGVD 29 (11/26/84)   10.461  (m)           34.32   (f) ADJUSTED    2 0
 KV1405
 KV1405.Superseded values are not recommended for survey control.
 KV1405
 KV1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1405.See file dsdata.pdf to determine how the superseded data were derived.
 KV1405
 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 = JULY 24, 2026 22:12:30 EDT
 JU0631 ***********************************************************************
 JU0631  DESIGNATION -  31.48
 JU0631  PID         -  JU0631
 JU0631  STATE/COUNTY-  NJ/BURLINGTON
 JU0631  COUNTRY     -  US
 JU0631  USGS QUAD   -  BROWNS MILLS (2019)
 JU0631
 JU0631                         *CURRENT SURVEY CONTROL
 JU0631  ______________________________________________________________________
 JU0631* NAD 83(1986) POSITION- 39 56 38.9    (N) 074 33 58.3    (W)   HD_HELD2
 JU0631* NAVD 88 ORTHO HEIGHT -    18.617 (meters)       61.08  (feet) ADJUSTED
 JU0631  ______________________________________________________________________
 JU0631  GEOID HEIGHT    -        -32.675 (meters)                     GEOID18
 JU0631  DYNAMIC HEIGHT  -         18.608 (meters)       61.05  (feet) COMP
 JU0631  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 JU0631
 JU0631  VERT ORDER      -  SECOND    CLASS 0
 JU0631
 JU0631.The horizontal coordinates were established by autonomous hand held GPS
 JU0631.observations and have an estimated accuracy of +/- 10 meters.
 JU0631
 JU0631.The orthometric height was determined by differential leveling and
 JU0631.adjusted by the NATIONAL GEODETIC SURVEY
 JU0631.in June 1991.
 JU0631
 JU0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0631.GEOID18 height accuracy estimate available here.
 JU0631
 JU0631.Click photographs - Photos may exist for this station.
 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       -   123,315.      144,343.      MT  (+/- 10 meters HH2 GPS)
 JU0631
 JU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3705921647(NAD 83)
 JU0631
 JU0631                          SUPERSEDED SURVEY CONTROL
 JU0631
 JU0631  NGVD 29 (11/26/84)   19.004  (m)           62.35   (f) ADJUSTED    2 0
 JU0631
 JU0631.Superseded values are not recommended for survey control.
 JU0631
 JU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0631.See file dsdata.pdf to determine how the superseded data were derived.
 JU0631
 JU0631_MARKER: B = BOLT
 JU0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0631_SP_SET: BRIDGE ABUTMENT
 JU0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0631+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2017
 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  HISTORY     - 20150211 GOOD             NJGS
 JU0631  HISTORY     - 20170309 GOOD             PBCONS
 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.
 JU0631
 JU0631                          STATION RECOVERY (2015)
 JU0631
 JU0631'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 JU0631'THE STATION WAS REPORTED LOST AT THE TIME OF THE LAST RECOVERY.
 JU0631'HOWEVER, IT WAS RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO
 JU0631'FOLLOW.
 JU0631'
 JU0631'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST FROM THE
 JU0631'BOROUGH OF PEMBERTON, 2.2 MI (3.5 KM) SOUTH-SOUTHEAST FROM THE LOCAL
 JU0631'COMMUNITY OF BROWNS MILLS, 1.3 MI (2.1 KM) EAST-SOUTHEAST FROM THE
 JU0631'LOCAL COMMUNITY OF BROWNS MILLS JUNCTION AND IN PEMBERTON TOWNSHIP IN
 JU0631'BURLINGTON COUNTY.
 JU0631'
 JU0631'TO REACH THE STATION FROM THE INTERSECTION OF THE JUNCTION ROAD,
 JU0631'COUNTY ROAD 645 AND LAKEHURST ROAD, COUNTY ROAD 530 IN THE LOCAL
 JU0631'COMMUNITY OF BROWNS MILLS, GO SOUTH-SOUTHEAST ON LAKEHURST ROAD FOR
 JU0631'1.4 MI (2.3 KM) TO THE TEE JUNCTION WITH QUAIL RUN ROAD ON THE RIGHT,
 JU0631'OPPOSITE THE MID-TOWN PLAZA STRIP SHOPPING CENTER.  TURN RIGHT AND GO
 JU0631'SOUTHWEST ON QUAIL RUN ROAD FOR 0.2 MI (0.3 KM) TO THE SKEWED
 JU0631'CROSSROADS INTERSECTION WITH HUCKLEBERRY LANE AND THE END OF PAVED
 JU0631'ROAD.  TURN LEFT AND GO SOUTH-SOUTHWEST ON HUCKLEBERRY LANE, AN
 JU0631'UNIMPROVED SAND ROAD, FOR 0.35 MI (0.6 KM) TO A FORKED JUNCTION OF
 JU0631'SAND ROADS.  BEAR TO THE LEFT AND CONTINUE SOUTH-SOUTHWEST FOR 0.1 MI
 JU0631'(0.2 KM) TO ANOTHER FORKED JUNCTION OF SAND ROADS.  BEAR TO THE RIGHT
 JU0631'AND CONTINUE SOUTHWEST FOR 0.3 MI (0.5 KM) TO THE END OF ROAD AT A
 JU0631'CLEARING IN THE WOODS.  PARK TRUCK AND PACK SOUTH-SOUTHWEST THROUGH
 JU0631'SAND FOR ABOUT 220 FT (67.1 M) TO A SAND ROAD THAT PARALLELS THE
 JU0631'ABANDONED RAILROAD AND AN ELECTRIC TRANSMISSION LINE.  TURN LEFT AND
 JU0631'GO EAST ON THE SAND ROAD FOR ABOUT 300 FT (91.4 M) TO THE ABANDONED
 JU0631'BRIDGE THAT CARRIED THE FORMER PENNSYLVANIA RAILROAD OVER POLE BRIDGE
 JU0631'BRANCH AND THE STATION ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 JU0631'SOUTHWEST ABUTMENT BRIDGE SEAT.  THE SUPERSTRUCTURE AND TRACKS HAVE
 JU0631'BEEN REMOVED AT SOME TIME IN THE PAST, BUT THE ABUTMENTS ARE STILL
 JU0631'INTACT.  THE STATION IS ABOUT 4 FT (1.2 M) BELOW THE LEVEL OF THE SAND
 JU0631'ROAD.  NO MEASUREMENTS WERE MADE AT THIS TIME.
 JU0631
 JU0631                          STATION RECOVERY (2017)
 JU0631
 JU0631'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 JU0631'READ DESCRIPTION. HIKE IN
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0097 ***********************************************************************
 KV0097  DESIGNATION -  31.71 CNJRR
 KV0097  PID         -  KV0097
 KV0097  STATE/COUNTY-  NJ/ESSEX
 KV0097  COUNTRY     -  US
 KV0097  USGS QUAD   -  ELIZABETH (2016)
 KV0097
 KV0097                         *CURRENT SURVEY CONTROL
 KV0097  ______________________________________________________________________
 KV0097* NAD 83(1986) POSITION- 40 44 04.     (N) 074 10 22.     (W)   SCALED
 KV0097* NAVD 88 ORTHO HEIGHT -    10.293 (meters)       33.77  (feet) ADJUSTED
 KV0097  ______________________________________________________________________
 KV0097  GEOID HEIGHT    -        -32.319 (meters)                     GEOID18
 KV0097  DYNAMIC HEIGHT  -         10.288 (meters)       33.75  (feet) COMP
 KV0097  MODELED GRAVITY -    980,220.7   (mgal)                       NAVD 88
 KV0097
 KV0097  VERT ORDER      -  FIRST     CLASS II
 KV0097
 KV0097.The horizontal coordinates were scaled from a map and have
 KV0097.an estimated accuracy of +/- 6 seconds.
 KV0097
 KV0097.The orthometric height was determined by differential leveling and
 KV0097.adjusted by the NATIONAL GEODETIC SURVEY
 KV0097.in June 1991.
 KV0097
 KV0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0097.GEOID18 height accuracy estimate available here.
 KV0097
 KV0097.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698096(NAD 83)
 KV0097
 KV0097                          SUPERSEDED SURVEY CONTROL
 KV0097
 KV0097  NGVD 29 (11/26/84)   10.632  (m)           34.88   (f) ADJUSTED    1 2
 KV0097
 KV0097.Superseded values are not recommended for survey control.
 KV0097
 KV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0097.See file dsdata.pdf to determine how the superseded data were derived.
 KV0097
 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 = JULY 24, 2026 22:12:30 EDT
 KV0098 ***********************************************************************
 KV0098  DESIGNATION -  31.75 CNJRR
 KV0098  PID         -  KV0098
 KV0098  STATE/COUNTY-  NJ/ESSEX
 KV0098  COUNTRY     -  US
 KV0098  USGS QUAD   -  ELIZABETH (2016)
 KV0098
 KV0098                         *CURRENT SURVEY CONTROL
 KV0098  ______________________________________________________________________
 KV0098* NAD 83(1986) POSITION- 40 43 59.     (N) 074 10 22.     (W)   SCALED
 KV0098* NAVD 88 ORTHO HEIGHT -     9.410 (meters)       30.87  (feet) ADJUSTED
 KV0098  ______________________________________________________________________
 KV0098  GEOID HEIGHT    -        -32.319 (meters)                     GEOID18
 KV0098  DYNAMIC HEIGHT  -          9.406 (meters)       30.86  (feet) COMP
 KV0098  MODELED GRAVITY -    980,220.8   (mgal)                       NAVD 88
 KV0098
 KV0098  VERT ORDER      -  FIRST     CLASS II
 KV0098
 KV0098.The horizontal coordinates were scaled from a map and have
 KV0098.an estimated accuracy of +/- 6 seconds.
 KV0098
 KV0098.The orthometric height was determined by differential leveling and
 KV0098.adjusted by the NATIONAL GEODETIC SURVEY
 KV0098.in June 1991.
 KV0098
 KV0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0098.GEOID18 height accuracy estimate available here.
 KV0098
 KV0098.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698094(NAD 83)
 KV0098
 KV0098                          SUPERSEDED SURVEY CONTROL
 KV0098
 KV0098  NGVD 29 (11/26/84)    9.750  (m)           31.99   (f) ADJUSTED    1 2
 KV0098
 KV0098.Superseded values are not recommended for survey control.
 KV0098
 KV0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0098.See file dsdata.pdf to determine how the superseded data were derived.
 KV0098
 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 = JULY 24, 2026 22:12:30 EDT
 KV6708 ***********************************************************************
 KV6708  DESIGNATION -  3105
 KV6708  PID         -  KV6708
 KV6708  STATE/COUNTY-  NJ/MIDDLESEX
 KV6708  COUNTRY     -  US
 KV6708  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6708
 KV6708                         *CURRENT SURVEY CONTROL
 KV6708  ______________________________________________________________________
 KV6708* NAD 83(2011) POSITION- 40 26 27.84898(N) 074 23 56.40092(W)   ADJUSTED
 KV6708* NAD 83(2011) ELLIP HT-    -1.026 (meters)        (06/27/12)   ADJUSTED
 KV6708* NAD 83(2011) EPOCH   -  2010.00
 KV6708* NAVD 88 ORTHO HEIGHT -    31.7   (meters)      104.    (feet) GPS OBS
 KV6708  ______________________________________________________________________
 KV6708  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6708  GEOID HEIGHT    -        -32.860 (meters)                     GEOID90
 KV6708  GEOID HEIGHT    -        -32.726 (meters)                     GEOID18
 KV6708  NAD 83(2011) X  -  1,307,322.906 (meters)                     COMP
 KV6708  NAD 83(2011) Y  - -4,681,989.087 (meters)                     COMP
 KV6708  NAD 83(2011) Z  -  4,115,381.020 (meters)                     COMP
 KV6708  LAPLACE CORR    -          5.33  (seconds)                    DEFLEC18
 KV6708
 KV6708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6708  Standards:
 KV6708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6708  -------------------------------------------------------------------
 KV6708  NETWORK    0.37   0.51           0.15   0.15   0.26     -0.05889502
 KV6708  -------------------------------------------------------------------
 KV6708  Click here for local accuracies and other accuracy information.
 KV6708
 KV6708.The horizontal coordinates were established by GPS observations
 KV6708.and adjusted by the National Geodetic Survey in June 2012.
 KV6708
 KV6708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6708.been affixed to the stable North American tectonic plate. See 
 KV6708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6708
 KV6708.The horizontal coordinates are valid at the epoch date displayed above
 KV6708.which is a decimal equivalence of Year/Month/Day.
 KV6708
 KV6708.The orthometric height was determined by GPS observations and a
 KV6708.high-resolution geoid model.
 KV6708
 KV6708.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6708.GEOID18 height accuracy estimate available here.
 KV6708
 KV6708.Click photographs - Photos may exist for this station.
 KV6708
 KV6708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6708
 KV6708.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6708
 KV6708.The ellipsoidal height was determined by GPS observations
 KV6708.and is referenced to NAD 83.
 KV6708
 KV6708. The following values were computed from the NAD 83(2011) position.
 KV6708
 KV6708;                    North         East     Units Scale Factor Converg.
 KV6708;SPC NJ       -   178,490.232   158,568.153   MT  0.99990090   +0 03 55.9
 KV6708;SPC NJ       -   585,596.70    520,235.68   sFT  0.99990090   +0 03 55.9
 KV6708;UTM  18      - 4,476,886.857   550,969.711   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5096976886(NAD 83)
 KV6708
 KV6708                          SUPERSEDED SURVEY CONTROL
 KV6708
 KV6708  NAD 83(2007)-  40 26 27.84929(N)    074 23 56.40153(W) AD(2002.00) 0
 KV6708  ELLIP H (02/10/07)   -1.014  (m)                       GP(2002.00)    
 KV6708  ELLIP H (10/23/02)   -1.013  (m)                       GP(       ) 4 1
 KV6708  NAD 83(1996)-  40 26 27.84956(N)    074 23 56.40174(W) AD(       ) 1
 KV6708  ELLIP H (05/14/99)   -1.010  (m)                       GP(       ) 4 1
 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
 KV6708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6708.See file dsdata.pdf to determine how the superseded data were derived.
 KV6708
 KV6708_STAMPING: 3105
 KV6708_MARK LOGO: CGS
 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     - 19910805 GOOD
 KV6708  HISTORY     - 19920203 GOOD
 KV6708  HISTORY     - 20150211 MARK NOT FOUND   NJGS
 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 (1991)
 KV6708
 KV6708'RECOVERED 1991
 KV6708'RECOVERED IN GOOD CONDITION.
 KV6708
 KV6708                          STATION RECOVERY (1992)
 KV6708
 KV6708'RECOVERED 1992
 KV6708'RECOVERED IN GOOD CONDITION.
 KV6708
 KV6708                          STATION RECOVERY (2015)
 KV6708
 KV6708'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6708'THE STATION POSITION PLACES IT UNDER THE PAVING OF THE RECONSTRUCTED
 KV6708'ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0081 ***********************************************************************
 KV0081  DESIGNATION -  311 NJGS
 KV0081  PID         -  KV0081
 KV0081  STATE/COUNTY-  NJ/ESSEX
 KV0081  COUNTRY     -  US
 KV0081  USGS QUAD   -  ELIZABETH (2016)
 KV0081
 KV0081                         *CURRENT SURVEY CONTROL
 KV0081  ______________________________________________________________________
 KV0081* NAD 83(1986) POSITION- 40 42 03.     (N) 074 11 47.     (W)   SCALED
 KV0081* NAVD 88 ORTHO HEIGHT -     5.566 (meters)       18.26  (feet) ADJUSTED
 KV0081  ______________________________________________________________________
 KV0081  GEOID HEIGHT    -        -32.388 (meters)                     GEOID18
 KV0081  DYNAMIC HEIGHT  -          5.564 (meters)       18.25  (feet) COMP
 KV0081  MODELED GRAVITY -    980,218.5   (mgal)                       NAVD 88
 KV0081
 KV0081  VERT ORDER      -  FIRST     CLASS I
 KV0081
 KV0081.The horizontal coordinates were scaled from a map and have
 KV0081.an estimated accuracy of +/- 6 seconds.
 KV0081
 KV0081.The orthometric height was determined by differential leveling and
 KV0081.adjusted by the NATIONAL GEODETIC SURVEY
 KV0081.in June 1991.
 KV0081
 KV0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0081.GEOID18 height accuracy estimate available here.
 KV0081
 KV0081.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL678058(NAD 83)
 KV0081
 KV0081                          SUPERSEDED SURVEY CONTROL
 KV0081
 KV0081  NGVD 29 (04/16/92)    5.902  (m)           19.36   (f) ADJUSTED    1 1
 KV0081  NGVD 29 (??/??/87)    5.901  (m)           19.36   (f) SUPERSEDED  1 1
 KV0081
 KV0081.Superseded values are not recommended for survey control.
 KV0081
 KV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0081.See file dsdata.pdf to determine how the superseded data were derived.
 KV0081
 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 = JULY 24, 2026 22:12:30 EDT
 DP5842 ***********************************************************************
 DP5842  DESIGNATION -  3111
 DP5842  PID         -  DP5842
 DP5842  STATE/COUNTY-  NJ/MIDDLESEX
 DP5842  COUNTRY     -  US
 DP5842  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5842
 DP5842                         *CURRENT SURVEY CONTROL
 DP5842  ______________________________________________________________________
 DP5842* NAD 83(1986) POSITION- 40 17 38.54   (N) 074 31 13.16   (W)   HD_HELD1
 DP5842* NAVD 88 ORTHO HEIGHT -    25.377 (meters)       83.26  (feet) ADJUSTED
 DP5842  ______________________________________________________________________
 DP5842  GEOID HEIGHT    -        -32.771 (meters)                     GEOID18
 DP5842  DYNAMIC HEIGHT  -         25.366 (meters)       83.22  (feet) COMP
 DP5842  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 DP5842
 DP5842  VERT ORDER      -  FIRST     CLASS II
 DP5842
 DP5842.The horizontal coordinates were determined by differentially corrected
 DP5842.hand held GPS observations or other comparable positioning techniques
 DP5842.and have an estimated accuracy of +/- 3 meters.
 DP5842
 DP5842.The orthometric height was determined by differential leveling and
 DP5842.adjusted by the NATIONAL GEODETIC SURVEY
 DP5842.in April 2015.
 DP5842
 DP5842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5842.GEOID18 height accuracy estimate available here.
 DP5842
 DP5842.Click photographs - Photos may exist for this station.
 DP5842
 DP5842.The dynamic height is computed by dividing the NAVD 88
 DP5842.geopotential number by the normal gravity value computed on the
 DP5842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5842.degrees latitude (g = 980.6199 gals.).
 DP5842
 DP5842.The modeled gravity was interpolated from observed gravity values.
 DP5842
 DP5842;                    North         East    Units  Estimated Accuracy
 DP5842;SPC NJ       -   162,160.7     148,272.2     MT  (+/- 3 meters HH1 GPS) 
 DP5842
 DP5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4076960503(NAD 83)
 DP5842
 DP5842                          SUPERSEDED SURVEY CONTROL
 DP5842
 DP5842.No superseded survey control is available for this station.
 DP5842
 DP5842_MARKER: R = RIVET
 DP5842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5842_SP_SET: CULVERT HEADWALL
 DP5842_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5842+STABILITY: SURFACE MOTION
 DP5842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5842+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DP5842
 DP5842  HISTORY     - Date     Condition        Report By
 DP5842  HISTORY     - UNK      MONUMENTED       NJDCED
 DP5842  HISTORY     - 20140226 GOOD             NJGS
 DP5842
 DP5842                          STATION DESCRIPTION
 DP5842
 DP5842'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5842'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHWEST OF JAMESBURG,
 DP5842'5.7 MI (9.2 KM) NORTH-NORTHWEST OF ROOSEVELT AND 1.7 MI (2.7 KM) NORTH
 DP5842'OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 DP5842'
 DP5842'THE STATION IS IN THE NORTH END OF THE CONCRETE CULVERT HEADWALL FOR A
 DP5842'STREAM CROSSING SOUTH MAIN STREET (COUNTY ROUTE 539).
 DP5842'
 DP5842'TO REACH THE STATION FROM THE CRANBURY CIRCLE, GO ABOUT 0.15 MI (0.2
 DP5842'KM) NORTHWEST ON SOUTH MAIN STREET TO THE STATION ON THE RIGHT.
 DP5842'
 DP5842'THE STATION IS 18 FT (5.5 M) EAST OF THE CENTERLINE OF SOUTH MAIN
 DP5842'STREET, 3 FT (0.9 M) EAST OF THE GUARDRAIL, 30 FT (9.1 M) SOUTH OF A
 DP5842'POWER POLE, 3.5 FT (1.1 M) NORTH OF THE CENTER OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0076 ***********************************************************************
 KV0076  DESIGNATION -  312
 KV0076  PID         -  KV0076
 KV0076  STATE/COUNTY-  NJ/UNION
 KV0076  COUNTRY     -  US
 KV0076  USGS QUAD   -  ELIZABETH (2016)
 KV0076
 KV0076                         *CURRENT SURVEY CONTROL
 KV0076  ______________________________________________________________________
 KV0076* NAD 83(1986) POSITION- 40 40 53.     (N) 074 12 32.     (W)   SCALED
 KV0076* NAVD 88 ORTHO HEIGHT -    10.196 (meters)       33.45  (feet) ADJUSTED
 KV0076  ______________________________________________________________________
 KV0076  GEOID HEIGHT    -        -32.422 (meters)                     GEOID18
 KV0076  DYNAMIC HEIGHT  -         10.192 (meters)       33.44  (feet) COMP
 KV0076  MODELED GRAVITY -    980,217.8   (mgal)                       NAVD 88
 KV0076
 KV0076  VERT ORDER      -  FIRST     CLASS I
 KV0076
 KV0076.The horizontal coordinates were scaled from a map and have
 KV0076.an estimated accuracy of +/- 6 seconds.
 KV0076
 KV0076.The orthometric height was determined by differential leveling and
 KV0076.adjusted by the NATIONAL GEODETIC SURVEY
 KV0076.in June 1991.
 KV0076
 KV0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0076.GEOID18 height accuracy estimate available here.
 KV0076
 KV0076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL668036(NAD 83)
 KV0076
 KV0076                          SUPERSEDED SURVEY CONTROL
 KV0076
 KV0076  NGVD 29 (04/16/92)   10.531  (m)           34.55   (f) ADJUSTED    1 1
 KV0076  NGVD 29 (??/??/87)   10.531  (m)           34.55   (f) SUPERSEDED  1 1
 KV0076
 KV0076.Superseded values are not recommended for survey control.
 KV0076
 KV0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0076.See file dsdata.pdf to determine how the superseded data were derived.
 KV0076
 KV0076_MARKER: DD = SURVEY DISK
 KV0076_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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  HISTORY     - 20070927 MARK NOT FOUND   UE
 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.
 KV0076
 KV0076                          STATION RECOVERY (2007)
 KV0076
 KV0076'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV0076'SIDEWALK IS NOW ALL CONCRETE. MARKER IS EITHER GONE OR COVERED. THE
 KV0076'ENTIRE AREA WAS SETTING OFF THE METAL DETECTOR. MANHOLE IS STILL
 KV0076'THERE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6709 ***********************************************************************
 KV6709  DESIGNATION -  3125
 KV6709  PID         -  KV6709
 KV6709  STATE/COUNTY-  NJ/MIDDLESEX
 KV6709  COUNTRY     -  US
 KV6709  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6709
 KV6709                         *CURRENT SURVEY CONTROL
 KV6709  ______________________________________________________________________
 KV6709* NAD 83(2011) POSITION- 40 25 10.09287(N) 074 29 56.32044(W)   ADJUSTED
 KV6709* NAD 83(2011) ELLIP HT-    -4.629 (meters)        (06/27/12)   ADJUSTED
 KV6709* NAD 83(2011) EPOCH   -  2010.00
 KV6709* NAVD 88 ORTHO HEIGHT -    28.3   (meters)       93.    (feet) GPS OBS
 KV6709  ______________________________________________________________________
 KV6709  NAVD 88 orthometric height was determined with geoid model    GEOID09
 KV6709  GEOID HEIGHT    -        -32.964 (meters)                     GEOID09
 KV6709  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 KV6709  NAD 83(2011) X  -  1,299,566.096 (meters)                     COMP
 KV6709  NAD 83(2011) Y  - -4,685,759.356 (meters)                     COMP
 KV6709  NAD 83(2011) Z  -  4,113,553.027 (meters)                     COMP
 KV6709  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 KV6709
 KV6709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6709  Standards:
 KV6709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6709  -------------------------------------------------------------------
 KV6709  NETWORK    1.72   3.16           0.78   0.60   1.61      0.17245948
 KV6709  -------------------------------------------------------------------
 KV6709  Click here for local accuracies and other accuracy information.
 KV6709
 KV6709.The horizontal coordinates were established by GPS observations
 KV6709.and adjusted by the National Geodetic Survey in June 2012.
 KV6709
 KV6709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6709.been affixed to the stable North American tectonic plate. See 
 KV6709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6709
 KV6709.The horizontal coordinates are valid at the epoch date displayed above
 KV6709.which is a decimal equivalence of Year/Month/Day.
 KV6709
 KV6709.The orthometric height was determined by GPS observations and a
 KV6709.high-resolution geoid model.
 KV6709
 KV6709.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6709.GEOID18 height accuracy estimate available here.
 KV6709
 KV6709.Click photographs - Photos may exist for this station.
 KV6709
 KV6709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6709
 KV6709.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6709
 KV6709.The ellipsoidal height was determined by GPS observations
 KV6709.and is referenced to NAD 83.
 KV6709
 KV6709. The following values were computed from the NAD 83(2011) position.
 KV6709
 KV6709;                    North         East     Units Scale Factor Converg.
 KV6709;SPC NJ       -   176,087.167   150,086.736   MT  0.99990000   +0 00 02.4
 KV6709;SPC NJ       -   577,712.65    492,409.57   sFT  0.99990000   +0 00 02.4
 KV6709;UTM  18      - 4,474,436.500   542,504.344   MT  0.99962224   +0 19 29.5
 KV6709
 KV6709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6709!SPC NJ       -   1.00000073  x   0.99990000  =   0.99990073
 KV6709!UTM  18      -   1.00000073  x   0.99962224  =   0.99962297
 KV6709
 KV6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4250474436(NAD 83)
 KV6709
 KV6709                          SUPERSEDED SURVEY CONTROL
 KV6709
 KV6709  NAD 83(2007)-  40 25 10.09274(N)    074 29 56.32050(W) AD(2002.00) 1
 KV6709  ELLIP H (07/18/10)   -4.628  (m)                       GP(2002.00) 4 2
 KV6709  NAD 83(2007)-  40 25 10.09301(N)    074 29 56.32037(W) AD(2002.00) 0
 KV6709  ELLIP H (02/10/07)   -4.621  (m)                       GP(2002.00)    
 KV6709  ELLIP H (10/23/02)   -4.619  (m)                       GP(       ) 4 1
 KV6709  NAD 83(1996)-  40 25 10.09328(N)    074 29 56.32055(W) AD(       ) 1
 KV6709  ELLIP H (05/14/99)   -4.615  (m)                       GP(       ) 4 1
 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  NAVD 88 (01/21/93)   28.3    (m)  GEOID90  model used  GPS OBS        
 KV6709
 KV6709.Superseded values are not recommended for survey control.
 KV6709
 KV6709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6709.See file dsdata.pdf to determine how the superseded data were derived.
 KV6709
 KV6709_STAMPING: 3125
 KV6709_MARK LOGO: NJGS
 KV6709_PROJECTION: RECESSED 10 CENTIMETERS
 KV6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6709+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 KV6709
 KV6709  HISTORY     - Date     Condition        Report By
 KV6709  HISTORY     - 1935     MONUMENTED       NJGS
 KV6709  HISTORY     - 19901115 GOOD             NJGS
 KV6709  HISTORY     - 19910129 GOOD
 KV6709  HISTORY     - 19920205 GOOD
 KV6709  HISTORY     - 20040301 GOOD             NJGS
 KV6709  HISTORY     - 20050722 GOOD             B2A
 KV6709  HISTORY     - 20090804 GOOD             B2A
 KV6709  HISTORY     - 20201007 MARK NOT FOUND   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 (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
 KV6709
 KV6709                          STATION RECOVERY (2005)
 KV6709
 KV6709'RECOVERY NOTE BY B2A CONSULTANTS 2005 (ARD)
 KV6709'RECOVERED AS DESCRIBED.  (ARD)
 KV6709
 KV6709                          STATION RECOVERY (2009)
 KV6709
 KV6709'RECOVERY NOTE BY B2A CONSULTANTS 2009 (BRB)
 KV6709'MARK IS ABOUT 0.2 OF A FOOT BELOW SURROUNDING PAVEMENT AT BASE OF
 KV6709'CURB. A SMALL TROWEL WILL AID IN CLEANING HOLE.
 KV6709
 KV6709                          STATION RECOVERY (2020)
 KV6709
 KV6709'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6709'PREVIOUSLY SEARCHED FOR AND NOT FOUND, CORNER APPEARS TO BE REDESIGNED
 KV6709'WITH ADDITION OF HANDICAP RAMP.  MAY BE LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6710 ***********************************************************************
 KV6710  DESIGNATION -  3128
 KV6710  PID         -  KV6710
 KV6710  STATE/COUNTY-  NJ/MIDDLESEX
 KV6710  COUNTRY     -  US
 KV6710  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6710
 KV6710                         *CURRENT SURVEY CONTROL
 KV6710  ______________________________________________________________________
 KV6710* NAD 83(2011) POSITION- 40 26 27.59691(N) 074 28 35.25667(W)   ADJUSTED
 KV6710* NAD 83(2011) ELLIP HT-    -0.100 (meters)        (06/27/12)   ADJUSTED
 KV6710* NAD 83(2011) EPOCH   -  2010.00
 KV6710* NAVD 88 ORTHO HEIGHT -    32.8   (meters)      108.    (feet) GPS OBS
 KV6710  ______________________________________________________________________
 KV6710  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6710  GEOID HEIGHT    -        -33.060 (meters)                     GEOID90
 KV6710  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 KV6710  NAD 83(2011) X  -  1,300,993.526 (meters)                     COMP
 KV6710  NAD 83(2011) Y  - -4,683,757.757 (meters)                     COMP
 KV6710  NAD 83(2011) Z  -  4,115,375.703 (meters)                     COMP
 KV6710  LAPLACE CORR    -          5.62  (seconds)                    DEFLEC18
 KV6710
 KV6710  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6710  Standards:
 KV6710         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6710            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6710  -------------------------------------------------------------------
 KV6710  NETWORK    0.40   0.57           0.16   0.17   0.29     -0.02773867
 KV6710  -------------------------------------------------------------------
 KV6710  Click here for local accuracies and other accuracy information.
 KV6710
 KV6710.The horizontal coordinates were established by GPS observations
 KV6710.and adjusted by the National Geodetic Survey in June 2012.
 KV6710
 KV6710.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6710.been affixed to the stable North American tectonic plate. See 
 KV6710.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6710
 KV6710.The horizontal coordinates are valid at the epoch date displayed above
 KV6710.which is a decimal equivalence of Year/Month/Day.
 KV6710
 KV6710.The orthometric height was determined by GPS observations and a
 KV6710.high-resolution geoid model.
 KV6710
 KV6710.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6710.GEOID18 height accuracy estimate available here.
 KV6710
 KV6710.Click photographs - Photos may exist for this station.
 KV6710
 KV6710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6710
 KV6710.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6710
 KV6710.The ellipsoidal height was determined by GPS observations
 KV6710.and is referenced to NAD 83.
 KV6710
 KV6710. The following values were computed from the NAD 83(2011) position.
 KV6710
 KV6710;                    North         East     Units Scale Factor Converg.
 KV6710;SPC NJ       -   178,477.825   151,996.965   MT  0.99990005   +0 00 55.0
 KV6710;SPC NJ       -   585,556.00    498,676.71   sFT  0.99990005   +0 00 55.0
 KV6710;UTM  18      - 4,476,837.266   544,400.488   MT  0.99962427   +0 20 22.6
 KV6710
 KV6710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6710!SPC NJ       -   1.00000002  x   0.99990005  =   0.99990007
 KV6710!UTM  18      -   1.00000002  x   0.99962427  =   0.99962429
 KV6710
 KV6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4440076837(NAD 83)
 KV6710
 KV6710                          SUPERSEDED SURVEY CONTROL
 KV6710
 KV6710  NAD 83(2007)-  40 26 27.59719(N)    074 28 35.25724(W) AD(2002.00) 0
 KV6710  ELLIP H (02/10/07)   -0.088  (m)                       GP(2002.00)    
 KV6710  ELLIP H (10/23/02)   -0.086  (m)                       GP(       ) 4 1
 KV6710  NAD 83(1996)-  40 26 27.59745(N)    074 28 35.25744(W) AD(       ) 1
 KV6710  ELLIP H (05/14/99)   -0.083  (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
 KV6710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6710.See file dsdata.pdf to determine how the superseded data were derived.
 KV6710
 KV6710_MARKER: DD = SURVEY DISK
 KV6710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     - 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 (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 = JULY 24, 2026 22:12:30 EDT
 KV6711 ***********************************************************************
 KV6711  DESIGNATION -  3132
 KV6711  PID         -  KV6711
 KV6711  STATE/COUNTY-  NJ/MIDDLESEX
 KV6711  COUNTRY     -  US
 KV6711  USGS QUAD   -  MONMOUTH JUNCTION (2016)
 KV6711
 KV6711                         *CURRENT SURVEY CONTROL
 KV6711  ______________________________________________________________________
 KV6711* NAD 83(2011) POSITION- 40 22 29.46882(N) 074 30 40.99488(W)   ADJUSTED
 KV6711* NAD 83(2011) ELLIP HT-     3.792 (meters)        (06/27/12)   ADJUSTED
 KV6711* NAD 83(2011) EPOCH   -  2010.00
 KV6711* NAVD 88 ORTHO HEIGHT -    36.7   (meters)      120.    (feet) GPS OBS
 KV6711  ______________________________________________________________________
 KV6711  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6711  GEOID HEIGHT    -        -33.040 (meters)                     GEOID90
 KV6711  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 KV6711  NAD 83(2011) X  -  1,299,410.360 (meters)                     COMP
 KV6711  NAD 83(2011) Y  - -4,689,141.186 (meters)                     COMP
 KV6711  NAD 83(2011) Z  -  4,109,785.314 (meters)                     COMP
 KV6711  LAPLACE CORR    -          5.83  (seconds)                    DEFLEC18
 KV6711
 KV6711  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6711  Standards:
 KV6711         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6711            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6711  -------------------------------------------------------------------
 KV6711  NETWORK    0.48   0.65           0.19   0.20   0.33     -0.06007729
 KV6711  -------------------------------------------------------------------
 KV6711  Click here for local accuracies and other accuracy information.
 KV6711
 KV6711.The horizontal coordinates were established by GPS observations
 KV6711.and adjusted by the National Geodetic Survey in June 2012.
 KV6711
 KV6711.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6711.been affixed to the stable North American tectonic plate. See 
 KV6711.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6711
 KV6711.The horizontal coordinates are valid at the epoch date displayed above
 KV6711.which is a decimal equivalence of Year/Month/Day.
 KV6711
 KV6711.The orthometric height was determined by GPS observations and a
 KV6711.high-resolution geoid model.
 KV6711
 KV6711.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6711.GEOID18 height accuracy estimate available here.
 KV6711
 KV6711.Click photographs - Photos may exist for this station.
 KV6711
 KV6711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6711
 KV6711.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6711
 KV6711.The ellipsoidal height was determined by GPS observations
 KV6711.and is referenced to NAD 83.
 KV6711
 KV6711. The following values were computed from the NAD 83(2011) position.
 KV6711
 KV6711;                    North         East     Units Scale Factor Converg.
 KV6711;SPC NJ       -   171,133.263   149,033.015   MT  0.99990001   -0 00 26.6
 KV6711;SPC NJ       -   561,459.71    488,952.48   sFT  0.99990001   -0 00 26.6
 KV6711;UTM  18      - 4,469,478.096   541,478.943   MT  0.99962118   +0 18 59.5
 KV6711
 KV6711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6711!SPC NJ       -   0.99999941  x   0.99990001  =   0.99989942
 KV6711!UTM  18      -   0.99999941  x   0.99962118  =   0.99962059
 KV6711
 KV6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4147869478(NAD 83)
 KV6711
 KV6711                          SUPERSEDED SURVEY CONTROL
 KV6711
 KV6711  NAD 83(2007)-  40 22 29.46914(N)    074 30 40.99548(W) AD(2002.00) 0
 KV6711  ELLIP H (02/10/07)    3.805  (m)                       GP(2002.00)    
 KV6711  ELLIP H (10/23/02)    3.810  (m)                       GP(       ) 4 1
 KV6711  NAD 83(1996)-  40 22 29.46943(N)    074 30 40.99564(W) AD(       ) 1
 KV6711  ELLIP H (05/14/99)    3.813  (m)                       GP(       ) 4 1
 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
 KV6711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6711.See file dsdata.pdf to determine how the superseded data were derived.
 KV6711
 KV6711_MARKER: DD = SURVEY DISK
 KV6711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - January 11, 2007
 KV6711
 KV6711  HISTORY     - Date     Condition        Report By
 KV6711  HISTORY     - 1938     MONUMENTED       NJGS
 KV6711  HISTORY     - 19901114 GOOD             NJGS
 KV6711  HISTORY     - 19910723 GOOD
 KV6711  HISTORY     - 19920204 GOOD
 KV6711  HISTORY     - 20060303 GOOD             AASCO
 KV6711  HISTORY     - 20070111 GOOD             INDIV
 KV6711  HISTORY     - 20200414 MARK NOT FOUND   NJGS
 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 (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.
 KV6711
 KV6711                          STATION RECOVERY (2007)
 KV6711
 KV6711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RJM)
 KV6711'RECOVERED IN GOOD CONDITION.
 KV6711
 KV6711                          STATION RECOVERY (2020)
 KV6711
 KV6711'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6711'NOT FOUND, NEW HANDICAP SIDEWALK RAMP MAY HAVE DESTROYED MONUMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6712 ***********************************************************************
 KV6712  DESIGNATION -  3146
 KV6712  PID         -  KV6712
 KV6712  STATE/COUNTY-  NJ/MIDDLESEX
 KV6712  COUNTRY     -  US
 KV6712  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6712
 KV6712                         *CURRENT SURVEY CONTROL
 KV6712  ______________________________________________________________________
 KV6712* NAD 83(2011) POSITION- 40 24 16.75094(N) 074 25 29.48376(W)   ADJUSTED
 KV6712* NAD 83(2011) ELLIP HT-     4.765 (meters)        (06/27/12)   ADJUSTED
 KV6712* NAD 83(2011) EPOCH   -  2010.00
 KV6712* NAVD 88 ORTHO HEIGHT -    37.5   (meters)      123.    (feet) GPS OBS
 KV6712  ______________________________________________________________________
 KV6712  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6712  GEOID HEIGHT    -        -32.860 (meters)                     GEOID90
 KV6712  GEOID HEIGHT    -        -32.744 (meters)                     GEOID18
 KV6712  NAD 83(2011) X  -  1,305,915.105 (meters)                     COMP
 KV6712  NAD 83(2011) Y  - -4,685,108.602 (meters)                     COMP
 KV6712  NAD 83(2011) Z  -  4,112,306.352 (meters)                     COMP
 KV6712  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC18
 KV6712
 KV6712  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6712  Standards:
 KV6712         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6712            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6712  -------------------------------------------------------------------
 KV6712  NETWORK    0.37   0.49           0.14   0.16   0.25      0.02762708
 KV6712  -------------------------------------------------------------------
 KV6712  Click here for local accuracies and other accuracy information.
 KV6712
 KV6712.The horizontal coordinates were established by GPS observations
 KV6712.and adjusted by the National Geodetic Survey in June 2012.
 KV6712
 KV6712.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6712.been affixed to the stable North American tectonic plate. See 
 KV6712.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6712
 KV6712.The horizontal coordinates are valid at the epoch date displayed above
 KV6712.which is a decimal equivalence of Year/Month/Day.
 KV6712
 KV6712.The orthometric height was determined by GPS observations and a
 KV6712.high-resolution geoid model.
 KV6712
 KV6712.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6712.GEOID18 height accuracy estimate available here.
 KV6712
 KV6712.Click photographs - Photos may exist for this station.
 KV6712
 KV6712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6712
 KV6712.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6712
 KV6712.The ellipsoidal height was determined by GPS observations
 KV6712.and is referenced to NAD 83.
 KV6712
 KV6712. The following values were computed from the NAD 83(2011) position.
 KV6712
 KV6712;                    North         East     Units Scale Factor Converg.
 KV6712;SPC NJ       -   174,444.702   156,378.110   MT  0.99990050   +0 02 55.3
 KV6712;SPC NJ       -   572,323.99    513,050.52   sFT  0.99990050   +0 02 55.3
 KV6712;UTM  18      - 4,472,830.095   548,803.180   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4880372830(NAD 83)
 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(2007)-  40 24 16.75126(N)    074 25 29.48436(W) AD(2002.00) 0
 KV6712  ELLIP H (02/10/07)    4.777  (m)                       GP(2002.00)    
 KV6712  ELLIP H (10/23/02)    4.780  (m)                       GP(       ) 4 1
 KV6712  NAD 83(1996)-  40 24 16.75152(N)    074 25 29.48456(W) AD(       ) 1
 KV6712  ELLIP H (05/14/99)    4.783  (m)                       GP(       ) 4 1
 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
 KV6712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6712.See file dsdata.pdf to determine how the superseded data were derived.
 KV6712
 KV6712_MARKER: DD = SURVEY DISK
 KV6712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6515 ***********************************************************************
 KV6515  DESIGNATION -  3155
 KV6515  PID         -  KV6515
 KV6515  STATE/COUNTY-  NJ/MIDDLESEX
 KV6515  COUNTRY     -  US
 KV6515  USGS QUAD   -  JAMESBURG (2019)
 KV6515
 KV6515                         *CURRENT SURVEY CONTROL
 KV6515  ______________________________________________________________________
 KV6515* NAD 83(1986) POSITION- 40 19 46.     (N) 074 29 43.     (W)   SCALED
 KV6515* NAVD 88 ORTHO HEIGHT -    30.995 (meters)      101.69  (feet) ADJUSTED
 KV6515  ______________________________________________________________________
 KV6515  GEOID HEIGHT    -        -32.787 (meters)                     GEOID18
 KV6515  DYNAMIC HEIGHT  -         30.982 (meters)      101.65  (feet) COMP
 KV6515  MODELED GRAVITY -    980,193.8   (mgal)                       NAVD 88
 KV6515
 KV6515  VERT ORDER      -  FIRST     CLASS II
 KV6515
 KV6515.The horizontal coordinates were scaled from a map and have
 KV6515.an estimated accuracy of +/- 6 seconds.
 KV6515
 KV6515.The orthometric height was determined by differential leveling and
 KV6515.adjusted by the NATIONAL GEODETIC SURVEY
 KV6515.in April 1995.
 KV6515
 KV6515.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6515.GEOID18 height accuracy estimate available here.
 KV6515
 KV6515.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK428644(NAD 83)
 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
 KV6515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6515.See file dsdata.pdf to determine how the superseded data were derived.
 KV6515
 KV6515_MARKER: DD = SURVEY DISK
 KV6515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6514 ***********************************************************************
 KV6514  DESIGNATION -  3156
 KV6514  PID         -  KV6514
 KV6514  STATE/COUNTY-  NJ/MIDDLESEX
 KV6514  COUNTRY     -  US
 KV6514  USGS QUAD   -  JAMESBURG (2019)
 KV6514
 KV6514                         *CURRENT SURVEY CONTROL
 KV6514  ______________________________________________________________________
 KV6514* NAD 83(1986) POSITION- 40 19 35.     (N) 074 29 54.     (W)   SCALED
 KV6514* NAVD 88 ORTHO HEIGHT -    29.603 (meters)       97.12  (feet) ADJUSTED
 KV6514  ______________________________________________________________________
 KV6514  GEOID HEIGHT    -        -32.789 (meters)                     GEOID18
 KV6514  DYNAMIC HEIGHT  -         29.590 (meters)       97.08  (feet) COMP
 KV6514  MODELED GRAVITY -    980,193.8   (mgal)                       NAVD 88
 KV6514
 KV6514  VERT ORDER      -  FIRST     CLASS II
 KV6514
 KV6514.The horizontal coordinates were scaled from a map and have
 KV6514.an estimated accuracy of +/- 6 seconds.
 KV6514
 KV6514.The orthometric height was determined by differential leveling and
 KV6514.adjusted by the NATIONAL GEODETIC SURVEY
 KV6514.in April 1995.
 KV6514
 KV6514.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6514.GEOID18 height accuracy estimate available here.
 KV6514
 KV6514.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK426641(NAD 83)
 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
 KV6514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6514.See file dsdata.pdf to determine how the superseded data were derived.
 KV6514
 KV6514_MARKER: DD = SURVEY DISK
 KV6514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV0061 ***********************************************************************
 KV0061  DESIGNATION -  316
 KV0061  PID         -  KV0061
 KV0061  STATE/COUNTY-  NJ/UNION
 KV0061  COUNTRY     -  US
 KV0061  USGS QUAD   -  ELIZABETH (2016)
 KV0061
 KV0061                         *CURRENT SURVEY CONTROL
 KV0061  ______________________________________________________________________
 KV0061* NAD 83(1986) POSITION- 40 38 50.68   (N) 074 14 55.70   (W)   HD_HELD1
 KV0061* NAVD 88 ORTHO HEIGHT -     9.229 (meters)       30.28  (feet) ADJUSTED
 KV0061  ______________________________________________________________________
 KV0061  GEOID HEIGHT    -        -32.521 (meters)                     GEOID18
 KV0061  DYNAMIC HEIGHT  -          9.225 (meters)       30.27  (feet) COMP
 KV0061  MODELED GRAVITY -    980,214.5   (mgal)                       NAVD 88
 KV0061
 KV0061  VERT ORDER      -  FIRST     CLASS I
 KV0061
 KV0061.The horizontal coordinates were determined by differentially corrected
 KV0061.hand held GPS observations or other comparable positioning techniques
 KV0061.and have an estimated accuracy of +/- 3 meters.
 KV0061
 KV0061.The orthometric height was determined by differential leveling and
 KV0061.adjusted by the NATIONAL GEODETIC SURVEY
 KV0061.in June 1991.
 KV0061
 KV0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0061.GEOID18 height accuracy estimate available here.
 KV0061
 KV0061.Click photographs - Photos may exist for this station.
 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       -   201,426.6     171,244.4     MT  (+/- 3 meters HH1 GPS) 
 KV0061
 KV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6351299888(NAD 83)
 KV0061
 KV0061                          SUPERSEDED SURVEY CONTROL
 KV0061
 KV0061  NGVD 29 (04/16/92)    9.558  (m)           31.36   (f) ADJUSTED    1 1
 KV0061  NGVD 29 (??/??/87)    9.568  (m)           31.39   (f) SUPERSEDED  1 1
 KV0061
 KV0061.Superseded values are not recommended for survey control.
 KV0061
 KV0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0061.See file dsdata.pdf to determine how the superseded data were derived.
 KV0061
 KV0061_MARKER: DD = SURVEY DISK
 KV0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0061_STAMPING: 316
 KV0061_MARK LOGO: CGS+SS
 KV0061_PROJECTION: RECESSED 6 CENTIMETERS
 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 - February 02, 2022
 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  HISTORY     - 20070418 GOOD             JCLS
 KV0061  HISTORY     - 20090416 GOOD             JCLS
 KV0061  HISTORY     - 20100901 GOOD             JCLS
 KV0061  HISTORY     - 20140619 GOOD             JCLS
 KV0061  HISTORY     - 20220202 GOOD             NJGS
 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 MAY BE REACHED 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.
 KV0061
 KV0061                          STATION RECOVERY (2007)
 KV0061
 KV0061'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 KV0061'RECOVERED IN GOOD CONDITION.
 KV0061
 KV0061                          STATION RECOVERY (2009)
 KV0061
 KV0061'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 KV0061'RECOVERED IN GOOD CONDITION.
 KV0061
 KV0061                          STATION RECOVERY (2010)
 KV0061
 KV0061'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 KV0061'RECOVERED IN GOOD CONDITION.
 KV0061
 KV0061                          STATION RECOVERY (2014)
 KV0061
 KV0061'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 KV0061'RECOVERED IN GOOD CONDITION.
 KV0061
 KV0061                          STATION RECOVERY (2022)
 KV0061
 KV0061'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV0061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5843 ***********************************************************************
 DP5843  DESIGNATION -  3160
 DP5843  PID         -  DP5843
 DP5843  STATE/COUNTY-  NJ/MIDDLESEX
 DP5843  COUNTRY     -  US
 DP5843  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5843
 DP5843                         *CURRENT SURVEY CONTROL
 DP5843  ______________________________________________________________________
 DP5843* NAD 83(1986) POSITION- 40 17 58.60   (N) 074 31 12.59   (W)   HD_HELD1
 DP5843* NAVD 88 ORTHO HEIGHT -    30.915 (meters)      101.43  (feet) ADJUSTED
 DP5843  ______________________________________________________________________
 DP5843  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 DP5843  DYNAMIC HEIGHT  -         30.901 (meters)      101.38  (feet) COMP
 DP5843  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 DP5843
 DP5843  VERT ORDER      -  FIRST     CLASS II
 DP5843
 DP5843.The horizontal coordinates were determined by differentially corrected
 DP5843.hand held GPS observations or other comparable positioning techniques
 DP5843.and have an estimated accuracy of +/- 3 meters.
 DP5843
 DP5843.The orthometric height was determined by differential leveling and
 DP5843.adjusted by the NATIONAL GEODETIC SURVEY
 DP5843.in April 2015.
 DP5843
 DP5843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5843.GEOID18 height accuracy estimate available here.
 DP5843
 DP5843.Click photographs - Photos may exist for this station.
 DP5843
 DP5843.The dynamic height is computed by dividing the NAVD 88
 DP5843.geopotential number by the normal gravity value computed on the
 DP5843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5843.degrees latitude (g = 980.6199 gals.).
 DP5843
 DP5843.The modeled gravity was interpolated from observed gravity values.
 DP5843
 DP5843;                    North         East    Units  Estimated Accuracy
 DP5843;SPC NJ       -   162,779.3     148,285.8     MT  (+/- 3 meters HH1 GPS) 
 DP5843
 DP5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4077961122(NAD 83)
 DP5843
 DP5843                          SUPERSEDED SURVEY CONTROL
 DP5843
 DP5843.No superseded survey control is available for this station.
 DP5843
 DP5843_MARKER: DD = SURVEY DISK
 DP5843_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP5843_STAMPING: 3160
 DP5843_MARK LOGO: NJDCED
 DP5843_PROJECTION: RECESSED 30 CENTIMETERS
 DP5843_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5843+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2014
 DP5843
 DP5843  HISTORY     - Date     Condition        Report By
 DP5843  HISTORY     - 1935     MONUMENTED       NJDCED
 DP5843  HISTORY     - 20140204 GOOD             NJGS
 DP5843
 DP5843                          STATION DESCRIPTION
 DP5843
 DP5843'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5843'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF
 DP5843'MONMOUTH JUNCTION, 5.6 MI (9.0 KM) SOUTHWEST OF JAMESBURG AND 2.1 MI
 DP5843'(3.4 KM) NORTH OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 DP5843'
 DP5843'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 130 AND SOUTH
 DP5843'MAIN STREET (COUNTY ROUTE 539), GO 0.55 MI (0.9 KM) NORTH ON SOUTH
 DP5843'MAIN STREET TO THE STATION ON THE LEFT.
 DP5843'
 DP5843'THE STATION IS 98 FT (29.9 M) NORTH OF THE EXTENDED CENTERLINE OF
 DP5843'DANSER DRIVE, 26 FT (7.9 M) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 DP5843'NUMBER 83 4 FT (1.2 M) WEST OF THE WEST EDGE OF PAVING, 21.7 FT (6.6
 DP5843'M) WEST OF THE CENTERLINE OF SOUTH MAIN STREET, 13 FT (4.0 M) SOUTH OF
 DP5843'POLE NUMBER 60818, 4 FT (1.2 M) EAST OF THE NORTHWEST CORNER OF A
 DP5843'WHITE PICKED FENCE, 57 FT (17.4 M) NORTH-NORTHEAST OF THE CENTERLINE
 DP5843'OF THE DRIVE FOR HOUSE NUMBER 83, 47 FT (14.3 M) WEST OF POLE NUMBER
 DP5843'1603CB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0904 ***********************************************************************
 KV0904  DESIGNATION -  3167
 KV0904  PID         -  KV0904
 KV0904  STATE/COUNTY-  NJ/MONMOUTH
 KV0904  COUNTRY     -  US
 KV0904  USGS QUAD   -  FREEHOLD (2019)
 KV0904
 KV0904                         *CURRENT SURVEY CONTROL
 KV0904  ______________________________________________________________________
 KV0904* NAD 83(2011) POSITION- 40 17 55.71582(N) 074 21 29.93786(W)   ADJUSTED
 KV0904* NAD 83(2011) ELLIP HT-   -11.232 (meters)        (06/27/12)   ADJUSTED
 KV0904* NAD 83(2011) EPOCH   -  2010.00
 KV0904* NAVD 88 ORTHO HEIGHT -    21.207 (meters)       69.58  (feet) ADJUSTED
 KV0904  ______________________________________________________________________
 KV0904  GEOID HEIGHT    -        -32.427 (meters)                     GEOID18
 KV0904  NAD 83(2011) X  -  1,313,403.746 (meters)                     COMP
 KV0904  NAD 83(2011) Y  - -4,690,905.044 (meters)                     COMP
 KV0904  NAD 83(2011) Z  -  4,103,339.253 (meters)                     COMP
 KV0904  LAPLACE CORR    -          3.13  (seconds)                    DEFLEC18
 KV0904  DYNAMIC HEIGHT  -         21.198 (meters)       69.55  (feet) COMP
 KV0904  MODELED GRAVITY -    980,214.1   (mgal)                       NAVD 88
 KV0904
 KV0904  VERT ORDER      -  SECOND    CLASS 0
 KV0904
 KV0904  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0904  Standards:
 KV0904         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0904            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0904  -------------------------------------------------------------------
 KV0904  NETWORK    0.42   0.63           0.16   0.18   0.32     -0.00416900
 KV0904  -------------------------------------------------------------------
 KV0904  Click here for local accuracies and other accuracy information.
 KV0904
 KV0904.The horizontal coordinates were established by GPS observations
 KV0904.and adjusted by the National Geodetic Survey in June 2012.
 KV0904
 KV0904.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0904.been affixed to the stable North American tectonic plate. See 
 KV0904.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0904
 KV0904.The horizontal coordinates are valid at the epoch date displayed above
 KV0904.which is a decimal equivalence of Year/Month/Day.
 KV0904
 KV0904.The orthometric height was determined by differential leveling and
 KV0904.adjusted by the NATIONAL GEODETIC SURVEY
 KV0904.in June 1991.
 KV0904
 KV0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0904.GEOID18 height accuracy estimate available here.
 KV0904
 KV0904.Click photographs - Photos may exist for this station.
 KV0904
 KV0904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0904
 KV0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0904
 KV0904.The ellipsoidal height was determined by GPS observations
 KV0904.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0904
 KV0904;                    North         East     Units Scale Factor Converg.
 KV0904;SPC NJ       -   162,699.834   162,044.832   MT  0.99990179   +0 05 29.9
 KV0904;SPC NJ       -   533,791.04    531,642.09   sFT  0.99990179   +0 05 29.9
 KV0904;UTM  18      - 4,461,120.575   554,534.638   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5453461120(NAD 83)
 KV0904
 KV0904                          SUPERSEDED SURVEY CONTROL
 KV0904
 KV0904  NAD 83(2007)-  40 17 55.71623(N)    074 21 29.93836(W) AD(2002.00) 0
 KV0904  ELLIP H (02/10/07)  -11.222  (m)                       GP(2002.00)    
 KV0904  ELLIP H (10/23/02)  -11.215  (m)                       GP(       ) 4 1
 KV0904  NAD 83(1996)-  40 17 55.71627(N)    074 21 29.93867(W) AD(       ) 1
 KV0904  ELLIP H (05/14/99)  -11.217  (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)  -11.135  (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              21.21   (m)           69.6    (f) LEVELING    3  
 KV0904  NGVD 29              21.56   (m)           70.7    (f) LEVELING    3  
 KV0904  NGVD 29 (11/26/84)   21.563  (m)           70.74   (f) ADJUSTED    2 0
 KV0904
 KV0904.Superseded values are not recommended for survey control.
 KV0904
 KV0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0904.See file dsdata.pdf to determine how the superseded data were derived.
 KV0904
 KV0904_MARKER: DD = SURVEY DISK
 KV0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV0903 ***********************************************************************
 KV0903  DESIGNATION -  3168 NJGS
 KV0903  PID         -  KV0903
 KV0903  STATE/COUNTY-  NJ/MONMOUTH
 KV0903  COUNTRY     -  US
 KV0903  USGS QUAD   -  FREEHOLD (2019)
 KV0903
 KV0903                         *CURRENT SURVEY CONTROL
 KV0903  ______________________________________________________________________
 KV0903* NAD 83(1986) POSITION- 40 17 43.     (N) 074 21 31.     (W)   SCALED
 KV0903* NAVD 88 ORTHO HEIGHT -    21.037 (meters)       69.02  (feet) ADJUSTED
 KV0903  ______________________________________________________________________
 KV0903  GEOID HEIGHT    -        -32.423 (meters)                     GEOID18
 KV0903  DYNAMIC HEIGHT  -         21.029 (meters)       68.99  (feet) COMP
 KV0903  MODELED GRAVITY -    980,214.1   (mgal)                       NAVD 88
 KV0903
 KV0903  VERT ORDER      -  SECOND    CLASS 0
 KV0903
 KV0903.The horizontal coordinates were scaled from a map and have
 KV0903.an estimated accuracy of +/- 6 seconds.
 KV0903
 KV0903.The orthometric height was determined by differential leveling and
 KV0903.adjusted by the NATIONAL GEODETIC SURVEY
 KV0903.in June 1991.
 KV0903
 KV0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0903.GEOID18 height accuracy estimate available here.
 KV0903
 KV0903.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK545607(NAD 83)
 KV0903
 KV0903                          SUPERSEDED SURVEY CONTROL
 KV0903
 KV0903  NGVD 29 (11/26/84)   21.393  (m)           70.19   (f) ADJUSTED    2 0
 KV0903
 KV0903.Superseded values are not recommended for survey control.
 KV0903
 KV0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0903.See file dsdata.pdf to determine how the superseded data were derived.
 KV0903
 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 = JULY 24, 2026 22:12:30 EDT
 KV6713 ***********************************************************************
 KV6713  DESIGNATION -  3181
 KV6713  PID         -  KV6713
 KV6713  STATE/COUNTY-  NJ/MIDDLESEX
 KV6713  COUNTRY     -  US
 KV6713  USGS QUAD   -  JAMESBURG (2019)
 KV6713
 KV6713                         *CURRENT SURVEY CONTROL
 KV6713  ______________________________________________________________________
 KV6713* NAD 83(2011) POSITION- 40 20 33.61601(N) 074 24 14.86786(W)   ADJUSTED
 KV6713* NAD 83(2011) ELLIP HT-     4.028 (meters)        (06/27/12)   ADJUSTED
 KV6713* NAD 83(2011) EPOCH   -  2010.00
 KV6713* NAVD 88 ORTHO HEIGHT -    36.6   (meters)      120.    (feet) GPS OBS
 KV6713  ______________________________________________________________________
 KV6713  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6713  GEOID HEIGHT    -        -32.585 (meters)                     GEOID18
 KV6713  NAD 83(2011) X  -  1,308,808.323 (meters)                     COMP
 KV6713  NAD 83(2011) Y  - -4,688,929.529 (meters)                     COMP
 KV6713  NAD 83(2011) Z  -  4,107,062.468 (meters)                     COMP
 KV6713  LAPLACE CORR    -          4.61  (seconds)                    DEFLEC18
 KV6713
 KV6713  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6713  Standards:
 KV6713         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6713            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6713  -------------------------------------------------------------------
 KV6713  NETWORK    0.43   0.57           0.16   0.19   0.29      0.08100668
 KV6713  -------------------------------------------------------------------
 KV6713  Click here for local accuracies and other accuracy information.
 KV6713
 KV6713.The horizontal coordinates were established by GPS observations
 KV6713.and adjusted by the National Geodetic Survey in June 2012.
 KV6713
 KV6713.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6713.been affixed to the stable North American tectonic plate. See 
 KV6713.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6713
 KV6713.The horizontal coordinates are valid at the epoch date displayed above
 KV6713.which is a decimal equivalence of Year/Month/Day.
 KV6713
 KV6713.The orthometric height was determined by GPS observations and a
 KV6713.high-resolution geoid model.
 KV6713
 KV6713.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6713.GEOID18 height accuracy estimate available here.
 KV6713
 KV6713.Click photographs - Photos may exist for this station.
 KV6713
 KV6713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6713
 KV6713.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6713
 KV6713.The ellipsoidal height was determined by GPS observations
 KV6713.and is referenced to NAD 83.
 KV6713
 KV6713. The following values were computed from the NAD 83(2011) position.
 KV6713
 KV6713;                    North         East     Units Scale Factor Converg.
 KV6713;SPC NJ       -   167,564.505   158,144.829   MT  0.99990082   +0 03 43.4
 KV6713;SPC NJ       -   549,751.21    518,846.83   sFT  0.99990082   +0 03 43.4
 KV6713;UTM  18      - 4,465,961.851   550,608.276   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5060865961(NAD 83)
 KV6713
 KV6713                          SUPERSEDED SURVEY CONTROL
 KV6713
 KV6713  NAD 83(2007)-  40 20 33.61635(N)    074 24 14.86843(W) AD(2002.00) 0
 KV6713  ELLIP H (02/10/07)    4.039  (m)                       GP(2002.00)    
 KV6713  ELLIP H (10/23/02)    4.042  (m)                       GP(       ) 4 1
 KV6713  NAD 83(1996)-  40 20 33.61656(N)    074 24 14.86865(W) AD(       ) 1
 KV6713  ELLIP H (05/14/99)    4.044  (m)                       GP(       ) 4 1
 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  NAVD 88 (01/21/93)   36.7    (m)  GEOID90  model used  GPS OBS        
 KV6713
 KV6713.Superseded values are not recommended for survey control.
 KV6713
 KV6713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6713.See file dsdata.pdf to determine how the superseded data were derived.
 KV6713
 KV6713_MARKER: DD = SURVEY DISK
 KV6713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6713_STAMPING: 3181
 KV6713_MARK LOGO: NJGS
 KV6713_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 KV6713+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2024
 KV6713
 KV6713  HISTORY     - Date     Condition        Report By
 KV6713  HISTORY     - 1935     MONUMENTED       NJGS
 KV6713  HISTORY     - 19901115 GOOD             NJGS
 KV6713  HISTORY     - 19910726 GOOD
 KV6713  HISTORY     - 19920204 GOOD
 KV6713  HISTORY     - 20240213 GOOD             NJGS
 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 (1991)
 KV6713
 KV6713'RECOVERED 1991
 KV6713'RECOVERED IN GOOD CONDITION.
 KV6713
 KV6713                          STATION RECOVERY (1992)
 KV6713
 KV6713'RECOVERED 1992
 KV6713'RECOVERED IN GOOD CONDITION.
 KV6713
 KV6713                          STATION RECOVERY (2024)
 KV6713
 KV6713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (FA)
 KV6713'TREES HAVE GROWN SIXTY FEET OR MORE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0056 ***********************************************************************
 KV0056  DESIGNATION -  319 NJGS
 KV0056  PID         -  KV0056
 KV0056  STATE/COUNTY-  NJ/UNION
 KV0056  COUNTRY     -  US
 KV0056  USGS QUAD   -  ROSELLE (2019)
 KV0056
 KV0056                         *CURRENT SURVEY CONTROL
 KV0056  ______________________________________________________________________
 KV0056* NAD 83(1986) POSITION- 40 38 13.     (N) 074 15 52.     (W)   SCALED
 KV0056* NAVD 88 ORTHO HEIGHT -    13.598 (meters)       44.61  (feet) ADJUSTED
 KV0056  ______________________________________________________________________
 KV0056  GEOID HEIGHT    -        -32.558 (meters)                     GEOID18
 KV0056  DYNAMIC HEIGHT  -         13.592 (meters)       44.59  (feet) COMP
 KV0056  MODELED GRAVITY -    980,213.1   (mgal)                       NAVD 88
 KV0056
 KV0056  VERT ORDER      -  FIRST     CLASS I
 KV0056
 KV0056.The horizontal coordinates were scaled from a map and have
 KV0056.an estimated accuracy of +/- 6 seconds.
 KV0056
 KV0056.The orthometric height was determined by differential leveling and
 KV0056.adjusted by the NATIONAL GEODETIC SURVEY
 KV0056.in June 1991.
 KV0056
 KV0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0056.GEOID18 height accuracy estimate available here.
 KV0056
 KV0056.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK621987(NAD 83)
 KV0056
 KV0056                          SUPERSEDED SURVEY CONTROL
 KV0056
 KV0056  NGVD 29 (04/16/92)   13.924  (m)           45.68   (f) ADJUSTED    1 1
 KV0056  NGVD 29 (??/??/87)   13.937  (m)           45.73   (f) SUPERSEDED  1 1
 KV0056
 KV0056.Superseded values are not recommended for survey control.
 KV0056
 KV0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0056.See file dsdata.pdf to determine how the superseded data were derived.
 KV0056
 KV0056_MARKER: DD = SURVEY DISK
 KV0056_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 DM6240 ***********************************************************************
 DM6240  DESIGNATION -  3190
 DM6240  PID         -  DM6240
 DM6240  STATE/COUNTY-  NJ/MIDDLESEX
 DM6240  COUNTRY     -  US
 DM6240  USGS QUAD   -  JAMESBURG (2019)
 DM6240
 DM6240                         *CURRENT SURVEY CONTROL
 DM6240  ______________________________________________________________________
 DM6240* NAD 83(1986) POSITION- 40 21 32.     (N) 074 26 49.     (W)   SCALED
 DM6240* NAVD 88 ORTHO HEIGHT -    19.593 (meters)       64.28  (feet) ADJUSTED
 DM6240  ______________________________________________________________________
 DM6240  GEOID HEIGHT    -        -32.721 (meters)                     GEOID18
 DM6240  DYNAMIC HEIGHT  -         19.584 (meters)       64.25  (feet) COMP
 DM6240  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 DM6240
 DM6240  VERT ORDER      -  FIRST     CLASS II
 DM6240
 DM6240.The horizontal coordinates were scaled from a map and have
 DM6240.an estimated accuracy of +/- 6 seconds.
 DM6240
 DM6240.The orthometric height was determined by differential leveling and
 DM6240.adjusted by the NATIONAL GEODETIC SURVEY
 DM6240.in May 2012.
 DM6240
 DM6240.No vertical observational check was made to the station.
 DM6240
 DM6240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6240.GEOID18 height accuracy estimate available here.
 DM6240
 DM6240.Click photographs - Photos may exist for this station.
 DM6240
 DM6240.The dynamic height is computed by dividing the NAVD 88
 DM6240.geopotential number by the normal gravity value computed on the
 DM6240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6240.degrees latitude (g = 980.6199 gals.).
 DM6240
 DM6240.The modeled gravity was interpolated from observed gravity values.
 DM6240
 DM6240;                    North         East    Units  Estimated Accuracy
 DM6240;SPC NJ       -   169,360.      154,510.      MT  (+/- 180 meters Scaled)
 DM6240
 DM6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK469677(NAD 83)
 DM6240
 DM6240                          SUPERSEDED SURVEY CONTROL
 DM6240
 DM6240.No superseded survey control is available for this station.
 DM6240
 DM6240_MARKER: DD = SURVEY DISK
 DM6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6240_STAMPING: 3190
 DM6240_MARK LOGO: NJDCED
 DM6240_PROJECTION: RECESSED 15 CENTIMETERS
 DM6240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6240+STABILITY: SURFACE MOTION
 DM6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6240+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 DM6240
 DM6240  HISTORY     - Date     Condition        Report By
 DM6240  HISTORY     - 1935     MONUMENTED       NJDCED
 DM6240  HISTORY     - 20081027 GOOD             NJGS
 DM6240
 DM6240                          STATION DESCRIPTION
 DM6240
 DM6240'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 DM6240'THE STATION IS LOCATED IN THE BOROUGH OF JAMESBURG, ON THE NORTHEAST
 DM6240'CORNER OF BORDENTOWN TURNPIKE AND DAYTON ROAD (COUNTY ROUTE 522),
 DM6240'ACROSS FROM MUSSO'S RESTAURANT.
 DM6240'
 DM6240'THE STATION IS 34 FT (10.4 M) SOUTHEAST FROM THE CENTERLINE OF
 DM6240'BORDENTOWN TURNPIKE, 30 FT (9.1 M) NORTHEAST OF THE CENTERLINE OF
 DM6240'DAYTON ROAD 5.6 FT (1.7 M) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 34 FT
 DM6240'(10.4 M) EAST OF A MANHOLE, ABOUT 90 FT (27.4 M) SOUTHEAST OF THE
 DM6240'SOUTHEAST CORNER OF THE RESTAURANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6664 ***********************************************************************
 KV6664  DESIGNATION -  3197
 KV6664  PID         -  KV6664
 KV6664  STATE/COUNTY-  NJ/MIDDLESEX
 KV6664  COUNTRY     -  US
 KV6664  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6664
 KV6664                         *CURRENT SURVEY CONTROL
 KV6664  ______________________________________________________________________
 KV6664* NAD 83(1986) POSITION- 40 18 57.     (N) 074 30 52.     (W)   SCALED
 KV6664* NAVD 88 ORTHO HEIGHT -    31.029 (meters)      101.80  (feet) ADJUSTED
 KV6664  ______________________________________________________________________
 KV6664  GEOID HEIGHT    -        -32.810 (meters)                     GEOID18
 KV6664  DYNAMIC HEIGHT  -         31.015 (meters)      101.76  (feet) COMP
 KV6664  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 KV6664
 KV6664  VERT ORDER      -  FIRST     CLASS II
 KV6664
 KV6664.The horizontal coordinates were scaled from a map and have
 KV6664.an estimated accuracy of +/- 6 seconds.
 KV6664
 KV6664.The orthometric height was determined by differential leveling and
 KV6664.adjusted by the NATIONAL GEODETIC SURVEY
 KV6664.in April 1995.
 KV6664
 KV6664.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6664.GEOID18 height accuracy estimate available here.
 KV6664
 KV6664.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK412629(NAD 83)
 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
 KV6664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6664.See file dsdata.pdf to determine how the superseded data were derived.
 KV6664
 KV6664_MARKER: DD = SURVEY DISK
 KV6664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20140312 MARK NOT FOUND   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.
 KV6664
 KV6664                          STATION RECOVERY (2014)
 KV6664
 KV6664'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FA)
 KV6664'POSITION FALLS UNDER ROADWAY, ROAD WAS CUT BACK FOR NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6668 ***********************************************************************
 KV6668  DESIGNATION -  3198
 KV6668  PID         -  KV6668
 KV6668  STATE/COUNTY-  NJ/MIDDLESEX
 KV6668  COUNTRY     -  US
 KV6668  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6668
 KV6668                         *CURRENT SURVEY CONTROL
 KV6668  ______________________________________________________________________
 KV6668* NAD 83(1986) POSITION- 40 18 48.     (N) 074 30 54.     (W)   SCALED
 KV6668* NAVD 88 ORTHO HEIGHT -    28.610 (meters)       93.86  (feet) ADJUSTED
 KV6668  ______________________________________________________________________
 KV6668  GEOID HEIGHT    -        -32.805 (meters)                     GEOID18
 KV6668  DYNAMIC HEIGHT  -         28.597 (meters)       93.82  (feet) COMP
 KV6668  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 KV6668
 KV6668  VERT ORDER      -  FIRST     CLASS II
 KV6668
 KV6668.The horizontal coordinates were scaled from a map and have
 KV6668.an estimated accuracy of +/- 6 seconds.
 KV6668
 KV6668.The orthometric height was determined by differential leveling and
 KV6668.adjusted by the NATIONAL GEODETIC SURVEY
 KV6668.in April 1995.
 KV6668
 KV6668.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6668.GEOID18 height accuracy estimate available here.
 KV6668
 KV6668.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK412626(NAD 83)
 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
 KV6668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6668.See file dsdata.pdf to determine how the superseded data were derived.
 KV6668
 KV6668_MARKER: DD = SURVEY DISK
 KV6668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6668_STAMPING: 3198
 KV6668_MARK LOGO: CGS+SS
 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             NGS
 KV6668  HISTORY     - 20140312 MARK NOT FOUND   NJGS
 KV6668
 KV6668                          STATION DESCRIPTION
 KV6668
 KV6668'DESCRIBED BY NATIONAL 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.
 KV6668
 KV6668                          STATION RECOVERY (2014)
 KV6668
 KV6668'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FA)
 KV6668'MARK NOT FOUND, LARGE OAK TREE STUMP REMAINED FROM TREE CUT DOWN.
 KV6668'TREE GREW OVER AND AROUND MARK LOCATION
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6667 ***********************************************************************
 KV6667  DESIGNATION -  3199
 KV6667  PID         -  KV6667
 KV6667  STATE/COUNTY-  NJ/MIDDLESEX
 KV6667  COUNTRY     -  US
 KV6667  USGS QUAD   -  HIGHTSTOWN (2019)
 KV6667
 KV6667                         *CURRENT SURVEY CONTROL
 KV6667  ______________________________________________________________________
 KV6667* NAD 83(1986) POSITION- 40 18 37.69   (N) 074 30 59.63   (W)   HD_HELD1
 KV6667* NAVD 88 ORTHO HEIGHT -    27.169 (meters)       89.14  (feet) ADJUSTED
 KV6667  ______________________________________________________________________
 KV6667  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 KV6667  DYNAMIC HEIGHT  -         27.158 (meters)       89.10  (feet) COMP
 KV6667  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 KV6667
 KV6667  VERT ORDER      -  FIRST     CLASS II
 KV6667
 KV6667.The horizontal coordinates were determined by differentially corrected
 KV6667.hand held GPS observations or other comparable positioning techniques
 KV6667.and have an estimated accuracy of +/- 3 meters.
 KV6667
 KV6667.The orthometric height was determined by differential leveling and
 KV6667.adjusted by the NATIONAL GEODETIC SURVEY
 KV6667.in April 2015.
 KV6667
 KV6667.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6667.GEOID18 height accuracy estimate available here.
 KV6667
 KV6667.Click photographs - Photos may exist for this station.
 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       -   163,984.9     148,592.1     MT  (+/- 3 meters HH1 GPS) 
 KV6667
 KV6667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4107862329(NAD 83)
 KV6667
 KV6667                          SUPERSEDED SURVEY CONTROL
 KV6667
 KV6667  NAVD 88 (04/28/95)   27.146  (m)           89.06   (f) SUPERSEDED  1 2
 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
 KV6667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6667.See file dsdata.pdf to determine how the superseded data were derived.
 KV6667
 KV6667_MARKER: DD = SURVEY DISK
 KV6667_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV6667_STAMPING: 3199
 KV6667_MARK LOGO: CGS+SS
 KV6667_PROJECTION: PROJECTING 3 CENTIMETERS
 KV6667_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6667+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2022
 KV6667
 KV6667  HISTORY     - Date     Condition        Report By
 KV6667  HISTORY     - 1936     MONUMENTED       NJGS
 KV6667  HISTORY     - 19911122 GOOD             NGS
 KV6667  HISTORY     - 20140204 GOOD             NJGS
 KV6667  HISTORY     - 20220808 GOOD             NJGS
 KV6667
 KV6667                          STATION DESCRIPTION
 KV6667
 KV6667'DESCRIBED BY NATIONAL 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.
 KV6667
 KV6667                          STATION RECOVERY (2014)
 KV6667
 KV6667'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6667'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF
 KV6667'MONMOUTH JUNCTION, 5.0 MI (8.0 KM) SOUTHWEST OF JAMESBURG AND 2.9 MI
 KV6667'(4.7 KM) NORTH OF HIGHTSTOWN, IN CRANBURY TOWNSHIP, IN THE TOWN OF
 KV6667'CRANBURY.
 KV6667'
 KV6667'THE STATION IS JUST NORTH OF THE OUTFLOW FROM BRAINERD LAKE ON THE
 KV6667'WEST SIDE OF NORTH MAIN STREET.
 KV6667'
 KV6667'IT IS 3.8 FT (1.2 M) SOUTHEAST OF A FIRE HYDRANT, 65.5 FT (20.0 M)
 KV6667'NORTHEAST OF THE CENTERLINE OF A DRIVEWAY ON THE SOUTH SIDE AND
 KV6667'LEADING TO HOUSE 29.5 FT (9.0 M) SOUTHWEST OF POLE NUMBER 60427CB, 1.5
 KV6667'FT (0.5 M) WEST-NORTHWEST OF THE WEST CURB OF NORTH MAIN STREET.
 KV6667
 KV6667                          STATION RECOVERY (2022)
 KV6667
 KV6667'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1403 ***********************************************************************
 KV1403  DESIGNATION -  32.1
 KV1403  PID         -  KV1403
 KV1403  STATE/COUNTY-  NJ/SOMERSET
 KV1403  COUNTRY     -  US
 KV1403  USGS QUAD   -  BOUND BROOK (2019)
 KV1403
 KV1403                         *CURRENT SURVEY CONTROL
 KV1403  ______________________________________________________________________
 KV1403* NAD 83(1986) POSITION- 40 33 32.     (N) 074 34 03.     (W)   SCALED
 KV1403* NAVD 88 ORTHO HEIGHT -    17.682 (meters)       58.01  (feet) ADJUSTED
 KV1403  ______________________________________________________________________
 KV1403  GEOID HEIGHT    -        -33.246 (meters)                     GEOID18
 KV1403  DYNAMIC HEIGHT  -         17.674 (meters)       57.99  (feet) COMP
 KV1403  MODELED GRAVITY -    980,176.4   (mgal)                       NAVD 88
 KV1403
 KV1403  VERT ORDER      -  SECOND    CLASS 0
 KV1403
 KV1403.The horizontal coordinates were scaled from a map and have
 KV1403.an estimated accuracy of +/- 6 seconds.
 KV1403
 KV1403.The orthometric height was determined by differential leveling and
 KV1403.adjusted by the NATIONAL GEODETIC SURVEY
 KV1403.in June 1991.
 KV1403
 KV1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1403.GEOID18 height accuracy estimate available here.
 KV1403
 KV1403.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK366898(NAD 83)
 KV1403
 KV1403                          SUPERSEDED SURVEY CONTROL
 KV1403
 KV1403  NGVD 29 (11/26/84)   17.963  (m)           58.93   (f) ADJUSTED    2 0
 KV1403
 KV1403.Superseded values are not recommended for survey control.
 KV1403
 KV1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1403.See file dsdata.pdf to determine how the superseded data were derived.
 KV1403
 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     - 1935     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 = JULY 24, 2026 22:12:30 EDT
 KV0794 ***********************************************************************
 KV0794  DESIGNATION -  32.68 NJGS
 KV0794  PID         -  KV0794
 KV0794  STATE/COUNTY-  NJ/MONMOUTH
 KV0794  COUNTRY     -  US
 KV0794  USGS QUAD   -  ASBURY PARK (2019)
 KV0794
 KV0794                         *CURRENT SURVEY CONTROL
 KV0794  ______________________________________________________________________
 KV0794* NAD 83(1986) POSITION- 40 14 41.     (N) 074 00 14.     (W)   SCALED
 KV0794* NAVD 88 ORTHO HEIGHT -     9.528 (meters)       31.26  (feet) ADJUSTED
 KV0794  ______________________________________________________________________
 KV0794  GEOID HEIGHT    -        -32.798 (meters)                     GEOID18
 KV0794  DYNAMIC HEIGHT  -          9.524 (meters)       31.25  (feet) COMP
 KV0794  MODELED GRAVITY -    980,172.9   (mgal)                       NAVD 88
 KV0794
 KV0794  VERT ORDER      -  FIRST     CLASS II
 KV0794
 KV0794.The horizontal coordinates were scaled from a map and have
 KV0794.an estimated accuracy of +/- 6 seconds.
 KV0794
 KV0794.The orthometric height was determined by differential leveling and
 KV0794.adjusted by the NATIONAL GEODETIC SURVEY
 KV0794.in June 1991.
 KV0794
 KV0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0794.GEOID18 height accuracy estimate available here.
 KV0794
 KV0794.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK847553(NAD 83)
 KV0794
 KV0794                          SUPERSEDED SURVEY CONTROL
 KV0794
 KV0794  NGVD 29 (11/26/84)    9.916  (m)           32.53   (f) ADJUSTED    1 2
 KV0794
 KV0794.Superseded values are not recommended for survey control.
 KV0794
 KV0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0794.See file dsdata.pdf to determine how the superseded data were derived.
 KV0794
 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 = JULY 24, 2026 22:12:30 EDT
 JU0945 ***********************************************************************
 JU0945  DESIGNATION -  32.73
 JU0945  PID         -  JU0945
 JU0945  STATE/COUNTY-  NJ/CUMBERLAND
 JU0945  COUNTRY     -  US
 JU0945  USGS QUAD   -  BRIDGETON (2019)
 JU0945
 JU0945                         *CURRENT SURVEY CONTROL
 JU0945  ______________________________________________________________________
 JU0945* NAD 83(1986) POSITION- 39 25 44.00   (N) 075 13 53.32   (W)   HD_HELD1
 JU0945* NAVD 88 ORTHO HEIGHT -     9.701 (meters)       31.83  (feet) ADJUSTED
 JU0945  ______________________________________________________________________
 JU0945  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 JU0945  DYNAMIC HEIGHT  -          9.696 (meters)       31.81  (feet) COMP
 JU0945  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 JU0945
 JU0945  VERT ORDER      -  FIRST     CLASS II
 JU0945
 JU0945.The horizontal coordinates were determined by differentially corrected
 JU0945.hand held GPS observations or other comparable positioning techniques
 JU0945.and have an estimated accuracy of +/- 3 meters.
 JU0945
 JU0945.The orthometric height was determined by differential leveling and
 JU0945.adjusted by the NATIONAL GEODETIC SURVEY
 JU0945.in April 2013.
 JU0945
 JU0945.No vertical observational check was made to the station.
 JU0945
 JU0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0945.GEOID18 height accuracy estimate available here.
 JU0945
 JU0945.Click photographs - Photos may exist for this station.
 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       -    66,366.1      87,025.0     MT  (+/- 3 meters HH1 GPS) 
 JU0945
 JU0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8007764398(NAD 83)
 JU0945
 JU0945                          SUPERSEDED SURVEY CONTROL
 JU0945
 JU0945  NAVD 88 (06/15/91)    9.709  (m)           31.85   (f) SUPERSEDED  1 2
 JU0945  NGVD 29 (01/10/92)   10.017  (m)           32.86   (f) ADJUSTED    1 2
 JU0945  NGVD 29 (??/??/87)   10.087  (m)           33.09   (f) SUPERSEDED  1 2
 JU0945
 JU0945.Superseded values are not recommended for survey control.
 JU0945
 JU0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0945.See file dsdata.pdf to determine how the superseded data were derived.
 JU0945
 JU0945_MARKER: X = CHISELED CROSS
 JU0945_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0945_SP_SET: BUILDING DOORSILL
 JU0945_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0945
 JU0945  HISTORY     - Date     Condition        Report By
 JU0945  HISTORY     - UNK      MONUMENTED       NJGS
 JU0945  HISTORY     - 1934     GOOD             CGS
 JU0945  HISTORY     - 1979     GOOD             NGS
 JU0945  HISTORY     - 20070625 POOR             UE
 JU0945  HISTORY     - 20110531 GOOD             NJGS
 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.
 JU0945
 JU0945                          STATION RECOVERY (2007)
 JU0945
 JU0945'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0945'BARELY RECOGNIZABLE.
 JU0945
 JU0945                          STATION RECOVERY (2011)
 JU0945
 JU0945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0945'THE STATION WAS RECOVERED AT THIS TIME.
 JU0945'
 JU0945'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE NORTHWEST
 JU0945'CORNER OF THE JUNCTION OF BANK STREET AND EAST COMMERCE STREET.
 JU0945'
 JU0945'TO REACH THE STATION FROM THE JUNCTION OF EAST COMMERCE STREET (COUNTY
 JU0945'ROAD 670) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 JU0945'0.1 MI (0.2 KM) EAST ON EAST COMMERCE STREET TO THE JUNCTION WITH BANK
 JU0945'STREET AND THE STATION ON THE LEFT.
 JU0945'
 JU0945'THE STATION IS A CHISELED CROSS, SET AT THE NORTH END OF THE STONE
 JU0945'DOORSILL OF THE BANK STREET ENTRANCE LEADING TO THE CHURCH UNDER THE
 JU0945'BELL TOWER OF THE CENTRAL METHODIST CHURCH, 3.0 FT (0.9 M) NORTHEAST
 JU0945'OF THE CENTER OF THE DOUBLE DOOR ENTRANCE LEADING TO THE CHURCH, 12.0
 JU0945'FT (3.7 M) WEST-NORTHWEST OF THE WEST CURB OF BANK STREET, 26.1 FT
 JU0945'(8.0 M) NORTHEAST OF THE NORTH CURB OF EAST COMMERCE STREET, 13.9 FT
 JU0945'(4.2 M) NORTHWEST OF A STOP SIGN.  THE STATION IS ABOUT 3 FT (0.9 M)
 JU0945'HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0113 ***********************************************************************
 KV0113  DESIGNATION -  32.97 NJGS=1 C OF B+N
 KV0113  PID         -  KV0113
 KV0113  STATE/COUNTY-  NJ/ESSEX
 KV0113  COUNTRY     -  US
 KV0113  USGS QUAD   -  ORANGE (2016)
 KV0113
 KV0113                         *CURRENT SURVEY CONTROL
 KV0113  ______________________________________________________________________
 KV0113* NAD 83(1986) POSITION- 40 46 52.     (N) 074 09 17.     (W)   SCALED
 KV0113* NAVD 88 ORTHO HEIGHT -     9.823 (meters)       32.23  (feet) ADJUSTED
 KV0113  ______________________________________________________________________
 KV0113  GEOID HEIGHT    -        -32.259 (meters)                     GEOID18
 KV0113  DYNAMIC HEIGHT  -          9.819 (meters)       32.21  (feet) COMP
 KV0113  MODELED GRAVITY -    980,220.4   (mgal)                       NAVD 88
 KV0113
 KV0113  VERT ORDER      -  FIRST     CLASS II
 KV0113
 KV0113.The horizontal coordinates were scaled from a map and have
 KV0113.an estimated accuracy of +/- 6 seconds.
 KV0113
 KV0113.The orthometric height was determined by differential leveling and
 KV0113.adjusted by the NATIONAL GEODETIC SURVEY
 KV0113.in June 1991.
 KV0113
 KV0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0113.GEOID18 height accuracy estimate available here.
 KV0113
 KV0113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL713148(NAD 83)
 KV0113
 KV0113                          SUPERSEDED SURVEY CONTROL
 KV0113
 KV0113  NGVD 29 (11/26/84)   10.146  (m)           33.29   (f) ADJUSTED    1 2
 KV0113
 KV0113.Superseded values are not recommended for survey control.
 KV0113
 KV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0113.See file dsdata.pdf to determine how the superseded data were derived.
 KV0113
 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  HISTORY     - 20091005 GOOD             NONE
 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.
 KV0113
 KV0113                          STATION RECOVERY (2009)
 KV0113
 KV0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (TES)
 KV0113'RECOVERED AS DESCRIBED.  MARK IS LOCATED APPOXIMATELY 60 FT. SOUTHWEST
 KV0113'OF THE INTERSECTION OF MILL ST (CR 672) AND WASHINGTON AVE,
 KV0113'BELLEVILLE. WESTERN PARAPET OF BRIDGE HAS BEEN EXTENDED BUT FIRST
 KV0113'COPING STONE OF ORIGINAL STRUCTURE IS APPARENT. AN IRON FENCE HAS BEEN
 KV0113'ERECTED ALONG THE TOP OF THE PARAPET NEARLY OVERTOPPING THE MARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5309 ***********************************************************************
 DR5309  DESIGNATION -  3215
 DR5309  PID         -  DR5309
 DR5309  STATE/COUNTY-  NJ/MONMOUTH
 DR5309  COUNTRY     -  US
 DR5309  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5309
 DR5309                         *CURRENT SURVEY CONTROL
 DR5309  ______________________________________________________________________
 DR5309* NAD 83(1986) POSITION- 40 20 39.24   (N) 074 03 52.63   (W)   HD_HELD1
 DR5309* NAVD 88 ORTHO HEIGHT -    15.759 (meters)       51.70  (feet) ADJUSTED
 DR5309  ______________________________________________________________________
 DR5309  GEOID HEIGHT    -        -32.521 (meters)                     GEOID18
 DR5309  DYNAMIC HEIGHT  -         15.753 (meters)       51.68  (feet) COMP
 DR5309  MODELED GRAVITY -    980,199.1   (mgal)                       NAVD 88
 DR5309
 DR5309  VERT ORDER      -  FIRST     CLASS II
 DR5309
 DR5309.The horizontal coordinates were determined by differentially corrected
 DR5309.hand held GPS observations or other comparable positioning techniques
 DR5309.and have an estimated accuracy of +/- 3 meters.
 DR5309
 DR5309.The orthometric height was determined by differential leveling and
 DR5309.adjusted by the NATIONAL GEODETIC SURVEY
 DR5309.in July 2020.
 DR5309
 DR5309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5309.GEOID18 height accuracy estimate available here.
 DR5309
 DR5309.Click photographs - Photos may exist for this station.
 DR5309
 DR5309.The dynamic height is computed by dividing the NAVD 88
 DR5309.geopotential number by the normal gravity value computed on the
 DR5309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5309.degrees latitude (g = 980.6199 gals.).
 DR5309
 DR5309.The modeled gravity was interpolated from observed gravity values.
 DR5309
 DR5309;                    North         East    Units  Estimated Accuracy
 DR5309;SPC NJ       -   167,824.5     186,987.8     MT  (+/- 3 meters HH1 GPS) 
 DR5309
 DR5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7944266384(NAD 83)
 DR5309
 DR5309                          SUPERSEDED SURVEY CONTROL
 DR5309
 DR5309.No superseded survey control is available for this station.
 DR5309
 DR5309_MARKER: DD = SURVEY DISK
 DR5309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5309_STAMPING: 3215
 DR5309_MARK LOGO: NJDCED
 DR5309_PROJECTION: PROJECTING 15 CENTIMETERS
 DR5309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5309+STABILITY: SURFACE MOTION
 DR5309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5309+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5309
 DR5309  HISTORY     - Date     Condition        Report By
 DR5309  HISTORY     - 1935     MONUMENTED       NJDCED
 DR5309  HISTORY     - 20181218 GOOD             NJGS
 DR5309
 DR5309                          STATION DESCRIPTION
 DR5309
 DR5309'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5309'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF KEYPORT, 9.0
 DR5309'MI (14.5 KM) NORTH-NORTHWEST OF ASBURY PARK AND 4.7 MI (7.6 KM)
 DR5309'NORTHWEST OF LONG BRANCH, IN RED BANK.
 DR5309'
 DR5309'THE MARK IS LOCATED BETWEEN THE CURB AND SIDEWALK ON THE SOUTHWEST
 DR5309'CORNER OF THE T-JUNCTION OF BROAD STREET (COUNTY ROUTE 11) AND IRVING
 DR5309'PLACE.
 DR5309'
 DR5309'THE STATION IS 30.6 S OF THE CENTERLINE OF IRVING PLACE, 10.3 FT (3.1
 DR5309'M) SOUTH OF THE SOUTH CURB OF IRVING PLACE, 2.6 FT (0.8 M) WEST OF THE
 DR5309'WEST CURB OF BROAD STREET, 6 FT (1.8 M) SOUTH OF POLE NUMBER JC361RBK,
 DR5309'55 FT (16.8 M) NORTHEAST OF THE NORTHEAST CORNER OF THE STEPS LEADING
 DR5309'TO HOUSE NUMBER 236.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6262 ***********************************************************************
 KV6262  DESIGNATION -  3228
 KV6262  PID         -  KV6262
 KV6262  STATE/COUNTY-  NJ/MONMOUTH
 KV6262  COUNTRY     -  US
 KV6262  USGS QUAD   -  ASBURY PARK (2019)
 KV6262
 KV6262                         *CURRENT SURVEY CONTROL
 KV6262  ______________________________________________________________________
 KV6262* NAD 83(1986) POSITION- 40 10 41.23   (N) 074 01 52.92   (W)   HD_HELD1
 KV6262* NAVD 88 ORTHO HEIGHT -     2.756 (meters)        9.04  (feet) ADJUSTED
 KV6262  ______________________________________________________________________
 KV6262  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 KV6262  DYNAMIC HEIGHT  -          2.754 (meters)        9.04  (feet) COMP
 KV6262  MODELED GRAVITY -    980,166.4   (mgal)                       NAVD 88
 KV6262
 KV6262  VERT ORDER      -  FIRST     CLASS II
 KV6262
 KV6262.The horizontal coordinates were determined by differentially corrected
 KV6262.hand held GPS observations or other comparable positioning techniques
 KV6262.and have an estimated accuracy of +/- 3 meters.
 KV6262
 KV6262.The orthometric height was determined by differential leveling and
 KV6262.adjusted by the NATIONAL GEODETIC SURVEY
 KV6262.in September 2015.
 KV6262
 KV6262.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6262.GEOID18 height accuracy estimate available here.
 KV6262
 KV6262.Click photographs - Photos may exist for this station.
 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       -   149,395.5     189,910.3     MT  (+/- 3 meters HH1 GPS) 
 KV6262
 KV6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8246747976(NAD 83)
 KV6262
 KV6262                          SUPERSEDED SURVEY CONTROL
 KV6262
 KV6262  NAVD 88 (03/01/01)    2.751  (m)            9.03   (f) SUPERSEDED  1 2
 KV6262  NAVD 88 (06/15/91)    2.750  (m)            9.02   (f) SUPERSEDED  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
 KV6262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6262.See file dsdata.pdf to determine how the superseded data were derived.
 KV6262
 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 SUITABLE FOR
 KV6262+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2012
 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  HISTORY     - 20080725 GOOD             NJGS
 KV6262  HISTORY     - 20120618 GOOD             NJGS
 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.
 KV6262
 KV6262                          STATION RECOVERY (2008)
 KV6262
 KV6262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV6262'RECOVERED AS DESCRIBED.
 KV6262
 KV6262                          STATION RECOVERY (2012)
 KV6262
 KV6262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV6262'RECOVERED IN GOOD CONDITION.
 KV6262'
 KV6262'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST
 KV6262'OF POINT PLEASANT, 6.1 MI (9.8 KM) NORTH OF POINT PLEASANT BEACH AND
 KV6262'3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7977 ***********************************************************************
 DP7977  DESIGNATION -  3232
 DP7977  PID         -  DP7977
 DP7977  STATE/COUNTY-  NJ/MONMOUTH
 DP7977  COUNTRY     -  US
 DP7977  USGS QUAD   -  ASBURY PARK (2019)
 DP7977
 DP7977                         *CURRENT SURVEY CONTROL
 DP7977  ______________________________________________________________________
 DP7977* NAD 83(1986) POSITION- 40 08 09.49   (N) 074 02 32.11   (W)   HD_HELD1
 DP7977* NAVD 88 ORTHO HEIGHT -     6.731 (meters)       22.08  (feet) ADJUSTED
 DP7977  ______________________________________________________________________
 DP7977  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 DP7977  DYNAMIC HEIGHT  -          6.728 (meters)       22.07  (feet) COMP
 DP7977  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 DP7977
 DP7977  VERT ORDER      -  FIRST     CLASS II
 DP7977
 DP7977.The horizontal coordinates were determined by differentially corrected
 DP7977.hand held GPS observations or other comparable positioning techniques
 DP7977.and have an estimated accuracy of +/- 3 meters.
 DP7977
 DP7977.The orthometric height was determined by differential leveling and
 DP7977.adjusted by the NATIONAL GEODETIC SURVEY
 DP7977.in September 2015.
 DP7977
 DP7977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7977.GEOID18 height accuracy estimate available here.
 DP7977
 DP7977.Click photographs - Photos may exist for this station.
 DP7977
 DP7977.The dynamic height is computed by dividing the NAVD 88
 DP7977.geopotential number by the normal gravity value computed on the
 DP7977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7977.degrees latitude (g = 980.6199 gals.).
 DP7977
 DP7977.The modeled gravity was interpolated from observed gravity values.
 DP7977
 DP7977;                    North         East    Units  Estimated Accuracy
 DP7977;SPC NJ       -   144,710.8     189,007.3     MT  (+/- 3 meters HH1 GPS) 
 DP7977
 DP7977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8159143288(NAD 83)
 DP7977
 DP7977                          SUPERSEDED SURVEY CONTROL
 DP7977
 DP7977.No superseded survey control is available for this station.
 DP7977
 DP7977_MARKER: DD = SURVEY DISK
 DP7977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7977_STAMPING: 3232
 DP7977_MARK LOGO: NJGS
 DP7977_PROJECTION: RECESSED 30 CENTIMETERS
 DP7977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7977+STABILITY: SURFACE MOTION
 DP7977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7977+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2012
 DP7977
 DP7977  HISTORY     - Date     Condition        Report By
 DP7977  HISTORY     - 1937     MONUMENTED       NJGS
 DP7977  HISTORY     - 20120615 GOOD             NJGS
 DP7977
 DP7977                          STATION DESCRIPTION
 DP7977
 DP7977'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7977'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF ASBURY
 DP7977'PARK, 3.9 MI (6.3 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 3.1 MI
 DP7977'(5.0 KM) NORTH OF POINT PLEASANT BEACH.
 DP7977'
 DP7977'THE STATION IS LOCATED IN THE BOROUGH OF SEA GIRT ON THE NORTHEAST
 DP7977'SIDE OF SEVENTH AVENUE (STATE HIGHWAY 71) BETWEEN NEW YORK AND
 DP7977'BROOKLYN BOULEVARDS.
 DP7977'
 DP7977'THE STATION IS ABOUT 1.0 FT (0.3 M) BELOW THE GROUND IN A LANDSCAPED
 DP7977'GRASS AREA BETWEEN THE EAST CURB OF STATE HIGHWAY AND A CONCRETE
 DP7977'SIDEWALK.
 DP7977'
 DP7977'THE STATION IS 24.5 FT (7.5 M) SOUTHEAST FROM THE CENTERLINE OF STATE
 DP7977'HIGHWAY 71, 35.4 FT (10.8 M) SOUTH-SOUTHWEST FROM WOOD UTILITY POLE
 DP7977'NUMBER 40149 SG, 156.0 FT (47.5 M) NORTHEAST FROM THE CENTERLINE OF
 DP7977'NEW YORK BOULEVARD, 4.0 FT (1.2 M) SOUTHEAST FROM THE EAST CURB OF
 DP7977'STATE HIGHWAY 71 AND 5 FT (1.5 M) WEST OF A METAL WITNESS POST WITH
 DP7977'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9985 ***********************************************************************
 DP9985  DESIGNATION -  3238
 DP9985  PID         -  DP9985
 DP9985  STATE/COUNTY-  NJ/MONMOUTH
 DP9985  COUNTRY     -  US
 DP9985  USGS QUAD   -  MARLBORO (2016)
 DP9985
 DP9985                         *CURRENT SURVEY CONTROL
 DP9985  ______________________________________________________________________
 DP9985* NAD 83(1986) POSITION- 40 18 02.18   (N) 074 07 50.49   (W)   HD_HELD1
 DP9985* NAVD 88 ORTHO HEIGHT -    24.521 (meters)       80.45  (feet) ADJUSTED
 DP9985  ______________________________________________________________________
 DP9985  GEOID HEIGHT    -        -32.453 (meters)                     GEOID18
 DP9985  DYNAMIC HEIGHT  -         24.511 (meters)       80.42  (feet) COMP
 DP9985  MODELED GRAVITY -    980,208.1   (mgal)                       NAVD 88
 DP9985
 DP9985  VERT ORDER      -  FIRST     CLASS II
 DP9985
 DP9985.The horizontal coordinates were determined by differentially corrected
 DP9985.hand held GPS observations or other comparable positioning techniques
 DP9985.and have an estimated accuracy of +/- 3 meters.
 DP9985
 DP9985.The orthometric height was determined by differential leveling and
 DP9985.adjusted by the NATIONAL GEODETIC SURVEY
 DP9985.in February 2016.
 DP9985
 DP9985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9985.GEOID18 height accuracy estimate available here.
 DP9985
 DP9985.Click photographs - Photos may exist for this station.
 DP9985
 DP9985.The dynamic height is computed by dividing the NAVD 88
 DP9985.geopotential number by the normal gravity value computed on the
 DP9985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9985.degrees latitude (g = 980.6199 gals.).
 DP9985
 DP9985.The modeled gravity was interpolated from observed gravity values.
 DP9985
 DP9985;                    North         East    Units  Estimated Accuracy
 DP9985;SPC NJ       -   162,955.0     181,394.8     MT  (+/- 3 meters HH1 GPS) 
 DP9985
 DP9985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7387761484(NAD 83)
 DP9985
 DP9985                          SUPERSEDED SURVEY CONTROL
 DP9985
 DP9985.No superseded survey control is available for this station.
 DP9985
 DP9985_MARKER: DD = SURVEY DISK
 DP9985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9985_STAMPING: 3238
 DP9985_MARK LOGO: CGS+SS
 DP9985_PROJECTION: RECESSED 15 CENTIMETERS
 DP9985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9985+STABILITY: SURFACE MOTION
 DP9985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9985+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 DP9985
 DP9985  HISTORY     - Date     Condition        Report By
 DP9985  HISTORY     - 1939     MONUMENTED       NJDCED
 DP9985  HISTORY     - 20150317 GOOD             NJGS
 DP9985  HISTORY     - 20190225 GOOD             NJGS
 DP9985
 DP9985                          STATION DESCRIPTION
 DP9985
 DP9985'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9985'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF
 DP9985'FARMINGDALE, 7.3 MI (11.7 KM) WEST OF LONG BRANCH AND 6.2 MI (10.0 KM)
 DP9985'EAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9985'
 DP9985'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 34 AND COUNTY ROAD
 DP9985'(COUNTY ROUTE 537), IN COLTS NECK, GO 2.45 MI (3.9 KM) WEST-NORTHWEST
 DP9985'ON ROUTE 537 TO THE STATION ON THE LEFT.
 DP9985'
 DP9985'THE STATION IS 175 FT (53.3 M) WEST OF THE CENTERLINE OF HOCKHOCKSON
 DP9985'ROAD, 18.5 FT (5.6 M) NORTH OF THE CENTERLINE OF ROUTE 537, 2.5 FT
 DP9985'(0.8 M) NORTH OF THE NORTH EDGE OF ROUTE 537, 4.6 FT (1.4 M) SOUTH OF
 DP9985'A POLE WITH NO NUMBER, 37.5 FT (11.4 M) NORTH-NORTHEAST AND ACROSS THE
 DP9985'ROAD FROM POLE NUMBER BT321ACT.
 DP9985
 DP9985                          STATION RECOVERY (2019)
 DP9985
 DP9985'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DP9985'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9984 ***********************************************************************
 DP9984  DESIGNATION -  3239
 DP9984  PID         -  DP9984
 DP9984  STATE/COUNTY-  NJ/MONMOUTH
 DP9984  COUNTRY     -  US
 DP9984  USGS QUAD   -  MARLBORO (2016)
 DP9984
 DP9984                         *CURRENT SURVEY CONTROL
 DP9984  ______________________________________________________________________
 DP9984* NAD 83(1986) POSITION- 40 17 56.10   (N) 074 08 06.51   (W)   HD_HELD1
 DP9984* NAVD 88 ORTHO HEIGHT -    27.742 (meters)       91.02  (feet) ADJUSTED
 DP9984  ______________________________________________________________________
 DP9984  GEOID HEIGHT    -        -32.448 (meters)                     GEOID18
 DP9984  DYNAMIC HEIGHT  -         27.730 (meters)       90.98  (feet) COMP
 DP9984  MODELED GRAVITY -    980,208.9   (mgal)                       NAVD 88
 DP9984
 DP9984  VERT ORDER      -  FIRST     CLASS II
 DP9984
 DP9984.The horizontal coordinates were determined by differentially corrected
 DP9984.hand held GPS observations or other comparable positioning techniques
 DP9984.and have an estimated accuracy of +/- 3 meters.
 DP9984
 DP9984.The orthometric height was determined by differential leveling and
 DP9984.adjusted by the NATIONAL GEODETIC SURVEY
 DP9984.in February 2016.
 DP9984
 DP9984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9984.GEOID18 height accuracy estimate available here.
 DP9984
 DP9984.Click photographs - Photos may exist for this station.
 DP9984
 DP9984.The dynamic height is computed by dividing the NAVD 88
 DP9984.geopotential number by the normal gravity value computed on the
 DP9984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9984.degrees latitude (g = 980.6199 gals.).
 DP9984
 DP9984.The modeled gravity was interpolated from observed gravity values.
 DP9984
 DP9984;                    North         East    Units  Estimated Accuracy
 DP9984;SPC NJ       -   162,765.9     181,017.3     MT  (+/- 3 meters HH1 GPS) 
 DP9984
 DP9984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7350161293(NAD 83)
 DP9984
 DP9984                          SUPERSEDED SURVEY CONTROL
 DP9984
 DP9984.No superseded survey control is available for this station.
 DP9984
 DP9984_MARKER: DD = SURVEY DISK
 DP9984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9984_STAMPING: 3239
 DP9984_MARK LOGO: CGS+SS
 DP9984_PROJECTION: FLUSH
 DP9984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9984+STABILITY: SURFACE MOTION
 DP9984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9984+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2021
 DP9984
 DP9984  HISTORY     - Date     Condition        Report By
 DP9984  HISTORY     - 1935     MONUMENTED       NJDCED
 DP9984  HISTORY     - 20150317 GOOD             NJGS
 DP9984  HISTORY     - 20190225 GOOD             NJGS
 DP9984  HISTORY     - 20211108 GOOD             NJGS
 DP9984
 DP9984                          STATION DESCRIPTION
 DP9984
 DP9984'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9984'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF LONG BRANCH, 7.3
 DP9984'MI (11.7 KM) NORTH-NORTHEAST OF FARMINGDALE AND 6.0 MI (9.7 KM) EAST
 DP9984'OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9984'
 DP9984'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 34 AND COUNTY ROAD
 DP9984'(COUNTY ROUTE 537), IN COLTS NECK, GO 2.2 MI (3.5 KM) WEST-NORTHWEST
 DP9984'ON ROUTE 537 TO THE STATION ON THE RIGHT.
 DP9984'
 DP9984'THE STATION IS 170 FT (51.8 M) SOUTHEAST OF THE CENTERLINE OF THE
 DP9984'ENTRANCE ROAD TO THE DORBROOK MONMOUTH COUNTY PARK FACILITY, 9.6 FT
 DP9984'(2.9 M) EAST OF POLE NUMBER BT310ACT, 28.2 FT (8.6 M) SOUTH OF THE
 DP9984'CENTERLINE OF ROUTE 537, 3 FT (0.9 M) SOUTH OF THE SOUTH EDGE OF ROUTE
 DP9984'537, 105.8 FT (32.2 M) WEST OF POLE NUMBER JC-1559CN.
 DP9984
 DP9984                          STATION RECOVERY (2019)
 DP9984
 DP9984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DP9984'RECOVERED AS DESCRIBED.
 DP9984
 DP9984                          STATION RECOVERY (2021)
 DP9984
 DP9984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DP9984'RECOVERED AS DESCRIBED WITH CHANGES, LARGE TREE CANOPY IS OVER THE
 DP9984'MONUMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0909 ***********************************************************************
 KV0909  DESIGNATION -  3246
 KV0909  PID         -  KV0909
 KV0909  STATE/COUNTY-  NJ/MONMOUTH
 KV0909  COUNTRY     -  US
 KV0909  USGS QUAD   -  FREEHOLD (2019)
 KV0909
 KV0909                         *CURRENT SURVEY CONTROL
 KV0909  ______________________________________________________________________
 KV0909* NAD 83(1996) POSITION- 40 15 36.87358(N) 074 16 27.01600(W)   ADJUSTED
 KV0909* NAVD 88 ORTHO HEIGHT -    52.266 (meters)      171.48  (feet) ADJUSTED
 KV0909  ______________________________________________________________________
 KV0909  GEOID HEIGHT    -        -32.350 (meters)                     GEOID18
 KV0909  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 KV0909  DYNAMIC HEIGHT  -         52.245 (meters)      171.41  (feet) COMP
 KV0909  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 KV0909
 KV0909  HORZ ORDER      -  SECOND
 KV0909  VERT ORDER      -  SECOND    CLASS II
 KV0909
 KV0909.The horizontal coordinates were established by classical geodetic methods
 KV0909.and adjusted by the National Geodetic Survey in September 1999.
 KV0909
 KV0909.The orthometric height was determined by differential leveling and
 KV0909.adjusted by the NATIONAL GEODETIC SURVEY
 KV0909.in May 2011.
 KV0909
 KV0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0909.GEOID18 height accuracy estimate available here.
 KV0909
 KV0909.Click photographs - Photos may exist for this station.
 KV0909
 KV0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 KV0909
 KV0909;                    North         East     Units Scale Factor Converg.
 KV0909;SPC NJ       -   158,432.583   169,209.079   MT  0.99990454   +0 08 45.4
 KV0909;SPC NJ       -   519,790.90    555,146.79   sFT  0.99990454   +0 08 45.4
 KV0909;UTM  18      - 4,456,894.918   561,720.968   MT  0.99964689   +0 28 08.7
 KV0909
 KV0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0909!SPC NJ       -   0.99999688  x   0.99990454  =   0.99990142
 KV0909!UTM  18      -   0.99999688  x   0.99964689  =   0.99964377
 KV0909
 KV0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6172056894(NAD 83)
 KV0909
 KV0909                          SUPERSEDED SURVEY CONTROL
 KV0909
 KV0909  NAD 83(1986)-  40 15 36.87317(N)    074 16 27.01253(W) AD(       ) 2
 KV0909  NAD 27      -  40 15 36.47400(N)    074 16 28.48600(W) AD(       ) 2
 KV0909  NAVD 88 (06/15/91)   52.254  (m)          171.44   (f) SUPERSEDED  2 0
 KV0909  NGVD 29 (11/26/84)   52.616  (m)          172.62   (f) ADJUSTED    2 0
 KV0909
 KV0909.Superseded values are not recommended for survey control.
 KV0909
 KV0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0909.See file dsdata.pdf to determine how the superseded data were derived.
 KV0909
 KV0909_MARKER: DD = SURVEY DISK
 KV0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0909_STAMPING: 3246 172.624
 KV0909_MARK LOGO: CGS+SS
 KV0909_PROJECTION: FLUSH
 KV0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0909+STABILITY: SURFACE MOTION
 KV0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0909+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2014
 KV0909
 KV0909  HISTORY     - Date     Condition        Report By
 KV0909  HISTORY     - 1935     MONUMENTED       NJGS
 KV0909  HISTORY     - 1935     GOOD             CGS
 KV0909  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 KV0909  HISTORY     - 19970220 GOOD             USPSQD
 KV0909  HISTORY     - 19980602 GOOD             USPSQD
 KV0909  HISTORY     - 20010425 GOOD             USPSQD
 KV0909  HISTORY     - 20061108 GOOD             NJGS
 KV0909  HISTORY     - 20141205 GOOD             GEOCAC
 KV0909
 KV0909                          STATION DESCRIPTION
 KV0909
 KV0909'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935
 KV0909'STATION FREEHOLD IS LOCATED ON THE NORTHEAST PART OF THE FRONT LAWN OF
 KV0909'THE MONMOUTH COUNTY COURTHOUSE IN FREEHOLD, 11 PACES
 KV0909'EAST-NORTHEAST OF A FLAGPOLE IN FRONT OF THE COURTHOUSE, 4 PACES
 KV0909'SOUTHWEST OF THE NORTHEAST GUARD RAIL AROUND THE LAWN, AND 7
 KV0909'PACES SOUTHEAST OF THE SOUTHEAST ABUTMENT AT THE MAIN ENTRANCE
 KV0909'TO THE COURTHOUSE.
 KV0909'
 KV0909'THE STATION MARK IS AUNITED STATES COAST AND GEODETIC SURVEY AND
 KV0909'STATE SURVEY MONUMENT NO.3246 IS 9.205 METERS (30.20 FEET)
 KV0909'SOUTHEAST OF STATION FREELAND, BETWEEN THE SECOND AND THIRD GUARD RAIL
 KV0909'ALONG THE SIDEWALK IN FRONT OF THE COURTHOUSE FROM THE SOUTHEAST
 KV0909'CORNER, 6 PACES WEST-NORTHWEST OF A FIRE PLUG, AND 4 INCHES
 KV0909'NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK IN FRONT OF THE
 KV0909'COURTHOUSE.  THE MARK IS FLUSH WITH THE GROUND.
 KV0909
 KV0909                          STATION RECOVERY (1935)
 KV0909
 KV0909'RECOVERY NOTE 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 (1995)
 KV0909
 KV0909'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0909'MARK NOT FOUND.
 KV0909
 KV0909                          STATION RECOVERY (1997)
 KV0909
 KV0909'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0909'RECOVERED IN GOOD CONDITION.
 KV0909
 KV0909                          STATION RECOVERY (1998)
 KV0909
 KV0909'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV0909'RECOVERED IN GOOD CONDITION.
 KV0909
 KV0909                          STATION RECOVERY (2001)
 KV0909
 KV0909'RECOVERY NOTE BY US POWER SQUADRON 2001 (RA)
 KV0909'STATION IS SET FLUSH IN SIDEWALK IN FRONT OF MONMOUTH COUNTY HALL OF
 KV0909'RECORDS (FORMERLY THE COURTHOUSE). IT IS 12 FT NORTH OF CURB OF THE
 KV0909'STREET, 11 FT NW OF A TRAFFIC LIGHT, 30 FT SE OF STATION FREEHOLD
 KV0909'(AE5060).
 KV0909
 KV0909                          STATION RECOVERY (2006)
 KV0909
 KV0909'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV0909'THE STATION THAT WAS RECOVERED IS LOCATED IN FREEHOLD BOROUGH, IN
 KV0909'FRONT OF THE FORMER MONMOUTH COUNTY COURT HOUSE, NOW THE MONMOUTH
 KV0909'COUNTY HALL OF RECORDS.
 KV0909'
 KV0909'THE STATION IS A DISK SET IN A CONCRETE MONUMENT WHICH IS FLUSH IN THE
 KV0909'CONCRETE SIDEWALK, 30.0 FT (9.1 M) SOUTH-SOUTHEAST OF STATION FREEHOLD
 KV0909'(AE5060) WHICH IS ALSO IN FRONT OF THE HALL OF RECORDS, 51.4 FT (15.7
 KV0909'M) NORTHEAST OF A FLAG POLE, 72.2 FT (22.0 M) SOUTH-SOUTHWEST OF THE
 KV0909'NORTHEAST CORNER OF THE HALL OF RECORDS, 16.5 FT (5.0 M) NORTHWEST OF
 KV0909'THE NORTHWEST CURB OF EAST MAIN STREET (NJ ROUTE 79-COUNTY ROUTE 537).
 KV0909'THIS STATION ALSO APPEARS TO BE CONTAINED IN THE NSRS DATA BASE AS
 KV0909'DESIGNATION 3246 (KV5405), A REFERENCE MARK TO STATION FREEHOLD
 KV0909'(AE5060).
 KV0909
 KV0909                          STATION RECOVERY (2014)
 KV0909
 KV0909'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 KV0909'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5821 ***********************************************************************
 DP5821  DESIGNATION -  3246
 DP5821  PID         -  DP5821
 DP5821  STATE/COUNTY-  NJ/MONMOUTH
 DP5821  COUNTRY     -  US
 DP5821  USGS QUAD   -  JAMESBURG (2019)
 DP5821
 DP5821                         *CURRENT SURVEY CONTROL
 DP5821  ______________________________________________________________________
 DP5821* NAD 83(1986) POSITION- 40 15 45.59   (N) 074 25 11.77   (W)   HD_HELD1
 DP5821* NAVD 88 ORTHO HEIGHT -    39.100 (meters)      128.28  (feet) ADJUSTED
 DP5821  ______________________________________________________________________
 DP5821  GEOID HEIGHT    -        -32.472 (meters)                     GEOID18
 DP5821  DYNAMIC HEIGHT  -         39.084 (meters)      128.23  (feet) COMP
 DP5821  MODELED GRAVITY -    980,210.2   (mgal)                       NAVD 88
 DP5821
 DP5821  VERT ORDER      -  FIRST     CLASS II
 DP5821
 DP5821.The horizontal coordinates were determined by differentially corrected
 DP5821.hand held GPS observations or other comparable positioning techniques
 DP5821.and have an estimated accuracy of +/- 3 meters.
 DP5821
 DP5821.The orthometric height was determined by differential leveling and
 DP5821.adjusted by the NATIONAL GEODETIC SURVEY
 DP5821.in April 2015.
 DP5821
 DP5821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5821.GEOID18 height accuracy estimate available here.
 DP5821
 DP5821.Click photographs - Photos may exist for this station.
 DP5821
 DP5821.The dynamic height is computed by dividing the NAVD 88
 DP5821.geopotential number by the normal gravity value computed on the
 DP5821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5821.degrees latitude (g = 980.6199 gals.).
 DP5821
 DP5821.The modeled gravity was interpolated from observed gravity values.
 DP5821
 DP5821;                    North         East    Units  Estimated Accuracy
 DP5821;SPC NJ       -   158,680.0     156,810.0     MT  (+/- 3 meters HH1 GPS) 
 DP5821
 DP5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4932357072(NAD 83)
 DP5821
 DP5821                          SUPERSEDED SURVEY CONTROL
 DP5821
 DP5821.No superseded survey control is available for this station.
 DP5821
 DP5821_MARKER: R = RIVET
 DP5821_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP5821_SP_SET: BRIDGE BALUSTRADE
 DP5821_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5821+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5821
 DP5821  HISTORY     - Date     Condition        Report By
 DP5821  HISTORY     - UNK      MONUMENTED       NJDCED
 DP5821  HISTORY     - 20140312 GOOD             NJGS
 DP5821  HISTORY     - 20240315 MARK NOT FOUND   NJGS
 DP5821
 DP5821                          STATION DESCRIPTION
 DP5821
 DP5821'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5821'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF JAMESBURG, 5.5
 DP5821'MI (8.8 KM) EAST OF HIGHTSTOWN AND 4.1 MI (6.6 KM) NORTHEAST OF
 DP5821'ROOSEVELT, IN MILLSTONE TOWNSHIP.
 DP5821'
 DP5821'THE STATION IS ON THE TOP OF THE CONCRETE BALUSTRADE AT THE EAST END
 DP5821'ON THE NORTH BALUSTRADE ON OLD ROUTE 33 BRIDGE (STRUCTURE NUMBER 1204
 DP5821'151, MI (243.0 KM) POST 19.81) SPANNING THE MILLSTONE RIVER.
 DP5821'
 DP5821'THE STATION IS 21 FT (6.4 M) NORTH OF THE CENTERLINE OF OLD ROUTE 33,
 DP5821'112 FT (34.1 M) EAST OF THE CENTERLINE OF MILLSTONE ROAD, 44 FT (13.4
 DP5821'M) WEST OF POLE NUMBER 40203, 19.2 EAST OF THE CENTER OF THE BRIDGE.
 DP5821
 DP5821                          STATION RECOVERY (2024)
 DP5821
 DP5821'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DP5821'BRIDGE, HEADWALLS AND ALL OTHER CONCRETE STRUCTURES HAVE BEEN
 DP5821'REPLACED.  MARK CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6582 ***********************************************************************
 DK6582  DESIGNATION -  3247
 DK6582  PID         -  DK6582
 DK6582  STATE/COUNTY-  NJ/MONMOUTH
 DK6582  COUNTRY     -  US
 DK6582  USGS QUAD   -  FREEHOLD (2019)
 DK6582
 DK6582                         *CURRENT SURVEY CONTROL
 DK6582  ______________________________________________________________________
 DK6582* NAD 83(1986) POSITION- 40 15 28.10   (N) 074 16 39.67   (W)   HD_HELD1
 DK6582* NAVD 88 ORTHO HEIGHT -    54.732 (meters)      179.57  (feet) ADJUSTED
 DK6582  ______________________________________________________________________
 DK6582  GEOID HEIGHT    -        -32.351 (meters)                     GEOID18
 DK6582  DYNAMIC HEIGHT  -         54.709 (meters)      179.49  (feet) COMP
 DK6582  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 DK6582
 DK6582  VERT ORDER      -  SECOND    CLASS II
 DK6582
 DK6582.The horizontal coordinates were determined by differentially corrected
 DK6582.hand held GPS observations or other comparable positioning techniques
 DK6582.and have an estimated accuracy of +/- 3 meters.
 DK6582
 DK6582.The orthometric height was determined by differential leveling and
 DK6582.adjusted by the NATIONAL GEODETIC SURVEY
 DK6582.in May 2011.
 DK6582
 DK6582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6582.GEOID18 height accuracy estimate available here.
 DK6582
 DK6582.Click photographs - Photos may exist for this station.
 DK6582
 DK6582.The dynamic height is computed by dividing the NAVD 88
 DK6582.geopotential number by the normal gravity value computed on the
 DK6582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6582.degrees latitude (g = 980.6199 gals.).
 DK6582
 DK6582.The modeled gravity was interpolated from observed gravity values.
 DK6582
 DK6582;                    North         East    Units  Estimated Accuracy
 DK6582;SPC NJ       -   158,161.2     168,910.8     MT  (+/- 3 meters HH1 GPS) 
 DK6582
 DK6582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6142456621(NAD 83)
 DK6582
 DK6582                          SUPERSEDED SURVEY CONTROL
 DK6582
 DK6582.No superseded survey control is available for this station.
 DK6582
 DK6582_MARKER: DD = SURVEY DISK
 DK6582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6582_STAMPING: 3247
 DK6582_MARK LOGO: NJDCED
 DK6582_PROJECTION: FLUSH
 DK6582_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6582+STABILITY: SURFACE MOTION
 DK6582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6582+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2022
 DK6582
 DK6582  HISTORY     - Date     Condition        Report By
 DK6582  HISTORY     - UNK      MONUMENTED       NJDCED
 DK6582  HISTORY     - 20061102 GOOD             NJGS
 DK6582  HISTORY     - 20220909 GOOD             NJGS
 DK6582
 DK6582                          STATION DESCRIPTION
 DK6582
 DK6582'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6582'THE STATION IS LOCATED IN FREEHOLD BOROUGH, ON THE NORTHWEST SIDE OF
 DK6582'MAIN STREET (COUNTY ROUTE 537) AT THE CORNER OF THE DRIVEWAY APRON FOR
 DK6582'THE SECOND REFORMED CHURCH.
 DK6582'
 DK6582'THE STATION IS 7.1 M (23.3 FT) NORTHWEST OF THE CENTERLINE OF MAIN
 DK6582'STREET, 8.0 M (26.2 FT) NORTHEAST OF POLE NUMBER JC630F, 13.8 M (45.3
 DK6582'FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE FRONT PORCH FOR HOUSE
 DK6582'NUMBER 63, 3.8 M (12.5 FT) EAST-NORTHEAST OF THE ENTRANCE DRIVEWAY FOR
 DK6582'THE CHURCH.
 DK6582
 DK6582                          STATION RECOVERY (2022)
 DK6582
 DK6582'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5823 ***********************************************************************
 DP5823  DESIGNATION -  3255
 DP5823  PID         -  DP5823
 DP5823  STATE/COUNTY-  NJ/MIDDLESEX
 DP5823  COUNTRY     -  US
 DP5823  USGS QUAD   -  JAMESBURG (2019)
 DP5823
 DP5823                         *CURRENT SURVEY CONTROL
 DP5823  ______________________________________________________________________
 DP5823* NAD 83(1986) POSITION- 40 15 45.46   (N) 074 26 38.94   (W)   HD_HELD1
 DP5823* NAVD 88 ORTHO HEIGHT -    36.803 (meters)      120.74  (feet) ADJUSTED
 DP5823  ______________________________________________________________________
 DP5823  GEOID HEIGHT    -        -32.519 (meters)                     GEOID18
 DP5823  DYNAMIC HEIGHT  -         36.788 (meters)      120.70  (feet) COMP
 DP5823  MODELED GRAVITY -    980,208.0   (mgal)                       NAVD 88
 DP5823
 DP5823  VERT ORDER      -  FIRST     CLASS II
 DP5823
 DP5823.The horizontal coordinates were determined by differentially corrected
 DP5823.hand held GPS observations or other comparable positioning techniques
 DP5823.and have an estimated accuracy of +/- 3 meters.
 DP5823
 DP5823.The orthometric height was determined by differential leveling and
 DP5823.adjusted by the NATIONAL GEODETIC SURVEY
 DP5823.in April 2015.
 DP5823
 DP5823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5823.GEOID18 height accuracy estimate available here.
 DP5823
 DP5823.Click photographs - Photos may exist for this station.
 DP5823
 DP5823.The dynamic height is computed by dividing the NAVD 88
 DP5823.geopotential number by the normal gravity value computed on the
 DP5823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5823.degrees latitude (g = 980.6199 gals.).
 DP5823
 DP5823.The modeled gravity was interpolated from observed gravity values.
 DP5823
 DP5823;                    North         East    Units  Estimated Accuracy
 DP5823;SPC NJ       -   158,674.4     154,750.5     MT  (+/- 3 meters HH1 GPS) 
 DP5823
 DP5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4726557055(NAD 83)
 DP5823
 DP5823                          SUPERSEDED SURVEY CONTROL
 DP5823
 DP5823.No superseded survey control is available for this station.
 DP5823
 DP5823_MARKER: DD = SURVEY DISK
 DP5823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5823_STAMPING: 3255
 DP5823_MARK LOGO: NJDCED
 DP5823_PROJECTION: RECESSED 10 CENTIMETERS
 DP5823_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5823+STABILITY: SURFACE MOTION
 DP5823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5823+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2021
 DP5823
 DP5823  HISTORY     - Date     Condition        Report By
 DP5823  HISTORY     - 1945     MONUMENTED       NJDCED
 DP5823  HISTORY     - 20140312 GOOD             NJGS
 DP5823  HISTORY     - 20210312 GOOD             NJGS
 DP5823
 DP5823                          STATION DESCRIPTION
 DP5823
 DP5823'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5823'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH OF JAMESBURG, 4.2
 DP5823'MI (6.8 KM) EAST OF HIGHTSTOWN AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF
 DP5823'ROOSEVELT, IN MONROE TOWNSHIP.
 DP5823'
 DP5823'TO REACH FROM THE INTERSECTION OF PERRINEVILLE ROAD AND ROUTE 33, GO
 DP5823'0.45 MI (0.7 KM) WEST ON ROUTE 33 TO THE STATION ON THE LEFT, LOCATED
 DP5823'IN THE GRASS MEDIAN ISLAND BETWEEN THE EASTBOUND AND WESTBOUND LANES
 DP5823'OF STATE ROUTE 33, INCH (84 CM) FRONT OF A STONE RETAIL BUSINESS ON
 DP5823'THE NORTH SIDE OF ROUTE 33.
 DP5823'
 DP5823'IT IS 142 FT (43.3 M) NORTHWEST OF POLE NUMBER JC229MT, 76.7 FT (23.4
 DP5823'M) EAST OF POLE NUMBER JC230MT, 134 FT (40.8 M) NORTHWEST OF THE
 DP5823'CENTERLINE EXTENDED TO HOUSE NUMBER 32, 21.2 FT (6.5 M) SOUTH OF THE
 DP5823'SOUTH EDGE OF ROUTE 33 WESTBOUND PAVING, 6 FT (1.8 M) NORTH OF THE
 DP5823'NORTH EDGE OF PAVING FOR ROUTE 33 WESTBOUND, 1 FT (0.3 M) NORTH OF A
 DP5823'WITNESS POST.
 DP5823
 DP5823                          STATION RECOVERY (2021)
 DP5823
 DP5823'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DP5823'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5826 ***********************************************************************
 DP5826  DESIGNATION -  3256
 DP5826  PID         -  DP5826
 DP5826  STATE/COUNTY-  NJ/MIDDLESEX
 DP5826  COUNTRY     -  US
 DP5826  USGS QUAD   -  JAMESBURG (2019)
 DP5826
 DP5826                         *CURRENT SURVEY CONTROL
 DP5826  ______________________________________________________________________
 DP5826* NAD 83(1986) POSITION- 40 16 02.01   (N) 074 28 58.51   (W)   HD_HELD1
 DP5826* NAVD 88 ORTHO HEIGHT -    35.715 (meters)      117.18  (feet) ADJUSTED
 DP5826  ______________________________________________________________________
 DP5826  GEOID HEIGHT    -        -32.614 (meters)                     GEOID18
 DP5826  DYNAMIC HEIGHT  -         35.700 (meters)      117.13  (feet) COMP
 DP5826  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 DP5826
 DP5826  VERT ORDER      -  FIRST     CLASS II
 DP5826
 DP5826.The horizontal coordinates were determined by differentially corrected
 DP5826.hand held GPS observations or other comparable positioning techniques
 DP5826.and have an estimated accuracy of +/- 3 meters.
 DP5826
 DP5826.The orthometric height was determined by differential leveling and
 DP5826.adjusted by the NATIONAL GEODETIC SURVEY
 DP5826.in April 2015.
 DP5826
 DP5826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5826.GEOID18 height accuracy estimate available here.
 DP5826
 DP5826.Click photographs - Photos may exist for this station.
 DP5826
 DP5826.The dynamic height is computed by dividing the NAVD 88
 DP5826.geopotential number by the normal gravity value computed on the
 DP5826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5826.degrees latitude (g = 980.6199 gals.).
 DP5826
 DP5826.The modeled gravity was interpolated from observed gravity values.
 DP5826
 DP5826;                    North         East    Units  Estimated Accuracy
 DP5826;SPC NJ       -   159,183.5     151,452.7     MT  (+/- 3 meters HH1 GPS) 
 DP5826
 DP5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4396557545(NAD 83)
 DP5826
 DP5826                          SUPERSEDED SURVEY CONTROL
 DP5826
 DP5826.No superseded survey control is available for this station.
 DP5826
 DP5826_MARKER: DD = SURVEY DISK
 DP5826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5826_STAMPING: 3256
 DP5826_MARK LOGO: NJDCED
 DP5826_PROJECTION: RECESSED 15 CENTIMETERS
 DP5826_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5826+STABILITY: SURFACE MOTION
 DP5826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5826+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2024
 DP5826
 DP5826  HISTORY     - Date     Condition        Report By
 DP5826  HISTORY     - 1935     MONUMENTED       NJDCED
 DP5826  HISTORY     - 20140312 GOOD             NJGS
 DP5826  HISTORY     - 20240209 GOOD             NJGS
 DP5826
 DP5826                          STATION DESCRIPTION
 DP5826
 DP5826'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5826'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF
 DP5826'JAMESBURG, 3.3 MI (5.3 KM) NORTH OF ROOSEVELT AND 2.2 MI (3.5 KM) EAST
 DP5826'OF HIGHTSTOWN, IN MONROE TOWNSHIP.
 DP5826'
 DP5826'THE STATION IS ABOUT 0.1 MI (0.2 KM) EAST OF THE JUNCTION OF ROUTE 33
 DP5826'AND TWIN RIVER DRIVE AT THE MERCER-MIDDLESEX COUNTY LINE ON THE
 DP5826'EASTBOUND LANES OF ROUTE 33.
 DP5826'
 DP5826'IT IS 24.8 FT (7.6 M) NORTHEAST OF A 6 FT (1.8 M) STOCKADE FENCE,
 DP5826'114.4 FT (34.9 M) EAST OF POLE NUMBER JC291EW, 43.6 FT (13.3 M) EAST
 DP5826'OF A SIGN (SPEED LIMIT), 49.6 FT (15.1 M) WEST OF POLE NUMBER JC290MT,
 DP5826'33.7 FT (10.3 M) WEST OF A SIGN (ENTERING TOWNSHIP OF MONROE)2 FT
 DP5826'SOUTH OF THE SOUTH EDGE OF EASTBOUND ROUTE 33.
 DP5826
 DP5826                          STATION RECOVERY (2024)
 DP5826
 DP5826'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DP5826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1402 ***********************************************************************
 KV1402  DESIGNATION -  33.00
 KV1402  PID         -  KV1402
 KV1402  STATE/COUNTY-  NJ/SOMERSET
 KV1402  COUNTRY     -  US
 KV1402  USGS QUAD   -  BOUND BROOK (2019)
 KV1402
 KV1402                         *CURRENT SURVEY CONTROL
 KV1402  ______________________________________________________________________
 KV1402* NAD 83(1986) POSITION- 40 33 37.     (N) 074 35 01.     (W)   SCALED
 KV1402* NAVD 88 ORTHO HEIGHT -    20.564 (meters)       67.47  (feet) ADJUSTED
 KV1402  ______________________________________________________________________
 KV1402  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 KV1402  DYNAMIC HEIGHT  -         20.555 (meters)       67.44  (feet) COMP
 KV1402  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 KV1402
 KV1402  VERT ORDER      -  SECOND    CLASS 0
 KV1402
 KV1402.The horizontal coordinates were scaled from a map and have
 KV1402.an estimated accuracy of +/- 6 seconds.
 KV1402
 KV1402.The orthometric height was determined by differential leveling and
 KV1402.adjusted by the NATIONAL GEODETIC SURVEY
 KV1402.in June 1991.
 KV1402
 KV1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1402.GEOID18 height accuracy estimate available here.
 KV1402
 KV1402.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK352900(NAD 83)
 KV1402
 KV1402                          SUPERSEDED SURVEY CONTROL
 KV1402
 KV1402  NGVD 29 (11/26/84)   20.842  (m)           68.38   (f) ADJUSTED    2 0
 KV1402
 KV1402.Superseded values are not recommended for survey control.
 KV1402
 KV1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1402.See file dsdata.pdf to determine how the superseded data were derived.
 KV1402
 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     - 1935     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 = JULY 24, 2026 22:12:30 EDT
 LY0395 ***********************************************************************
 LY0395  DESIGNATION -  333.3
 LY0395  PID         -  LY0395
 LY0395  STATE/COUNTY-  NJ/MORRIS
 LY0395  COUNTRY     -  US
 LY0395  USGS QUAD   -  WANAQUE (2019)
 LY0395
 LY0395                         *CURRENT SURVEY CONTROL
 LY0395  ______________________________________________________________________
 LY0395* NAD 83(1986) POSITION- 41 00 08.     (N) 074 20 24.     (W)   SCALED
 LY0395* NAVD 88 ORTHO HEIGHT -   101.334 (meters)      332.46  (feet) ADJUSTED
 LY0395  ______________________________________________________________________
 LY0395  GEOID HEIGHT    -        -32.333 (meters)                     GEOID18
 LY0395  DYNAMIC HEIGHT  -        101.291 (meters)      332.32  (feet) COMP
 LY0395  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 LY0395
 LY0395  VERT ORDER      -  FIRST     CLASS II
 LY0395
 LY0395.The horizontal coordinates were scaled from a map and have
 LY0395.an estimated accuracy of +/- 6 seconds.
 LY0395
 LY0395.The orthometric height was determined by differential leveling and
 LY0395.adjusted by the NATIONAL GEODETIC SURVEY
 LY0395.in June 1991.
 LY0395
 LY0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0395.GEOID18 height accuracy estimate available here.
 LY0395
 LY0395.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL555392(NAD 83)
 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
 LY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0395.See file dsdata.pdf to determine how the superseded data were derived.
 LY0395
 LY0395_MARKER: X = CHISELED CROSS
 LY0395_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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             CGS
 LY0395
 LY0395                          STATION DESCRIPTION
 LY0395
 LY0395'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV1401 ***********************************************************************
 KV1401  DESIGNATION -  34.00
 KV1401  PID         -  KV1401
 KV1401  STATE/COUNTY-  NJ/SOMERSET
 KV1401  COUNTRY     -  US
 KV1401  USGS QUAD   -  BOUND BROOK (2019)
 KV1401
 KV1401                         *CURRENT SURVEY CONTROL
 KV1401  ______________________________________________________________________
 KV1401* NAD 83(1986) POSITION- 40 33 45.     (N) 074 35 53.     (W)   SCALED
 KV1401* NAVD 88 ORTHO HEIGHT -    21.439 (meters)       70.34  (feet) ADJUSTED
 KV1401  ______________________________________________________________________
 KV1401  GEOID HEIGHT    -        -33.309 (meters)                     GEOID18
 KV1401  DYNAMIC HEIGHT  -         21.429 (meters)       70.31  (feet) COMP
 KV1401  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 KV1401
 KV1401  VERT ORDER      -  SECOND    CLASS 0
 KV1401
 KV1401.The horizontal coordinates were scaled from a map and have
 KV1401.an estimated accuracy of +/- 6 seconds.
 KV1401
 KV1401.The orthometric height was determined by differential leveling and
 KV1401.adjusted by the NATIONAL GEODETIC SURVEY
 KV1401.in June 1991.
 KV1401
 KV1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1401.GEOID18 height accuracy estimate available here.
 KV1401
 KV1401.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK340902(NAD 83)
 KV1401
 KV1401                          SUPERSEDED SURVEY CONTROL
 KV1401
 KV1401  NGVD 29 (11/26/84)   21.713  (m)           71.24   (f) ADJUSTED    2 0
 KV1401
 KV1401.Superseded values are not recommended for survey control.
 KV1401
 KV1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1401.See file dsdata.pdf to determine how the superseded data were derived.
 KV1401
 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     - 1935     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 = JULY 24, 2026 22:12:30 EDT
 KV1399 ***********************************************************************
 KV1399  DESIGNATION -  34.61
 KV1399  PID         -  KV1399
 KV1399  STATE/COUNTY-  NJ/SOMERSET
 KV1399  COUNTRY     -  US
 KV1399  USGS QUAD   -  BOUND BROOK (2019)
 KV1399
 KV1399                         *CURRENT SURVEY CONTROL
 KV1399  ______________________________________________________________________
 KV1399* NAD 83(1986) POSITION- 40 33 56.     (N) 074 36 45.     (W)   SCALED
 KV1399* NAVD 88 ORTHO HEIGHT -    20.898 (meters)       68.56  (feet) ADJUSTED
 KV1399  ______________________________________________________________________
 KV1399  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 KV1399  DYNAMIC HEIGHT  -         20.889 (meters)       68.53  (feet) COMP
 KV1399  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 KV1399
 KV1399  VERT ORDER      -  FIRST     CLASS II
 KV1399
 KV1399.The horizontal coordinates were scaled from a map and have
 KV1399.an estimated accuracy of +/- 6 seconds.
 KV1399
 KV1399.The orthometric height was determined by differential leveling and
 KV1399.adjusted by the NATIONAL GEODETIC SURVEY
 KV1399.in June 1991.
 KV1399
 KV1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1399.GEOID18 height accuracy estimate available here.
 KV1399
 KV1399.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK328906(NAD 83)
 KV1399
 KV1399                          SUPERSEDED SURVEY CONTROL
 KV1399
 KV1399  NGVD 29 (11/26/84)   21.171  (m)           69.46   (f) ADJUSTED    1 2
 KV1399
 KV1399.Superseded values are not recommended for survey control.
 KV1399
 KV1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1399.See file dsdata.pdf to determine how the superseded data were derived.
 KV1399
 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     - 1942     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 = JULY 24, 2026 22:12:30 EDT
 LY0397 ***********************************************************************
 LY0397  DESIGNATION -  342.4
 LY0397  PID         -  LY0397
 LY0397  STATE/COUNTY-  NJ/PASSAIC
 LY0397  COUNTRY     -  US
 LY0397  USGS QUAD   -  WANAQUE (2019)
 LY0397
 LY0397                         *CURRENT SURVEY CONTROL
 LY0397  ______________________________________________________________________
 LY0397* NAD 83(1986) POSITION- 41 00 18.     (N) 074 20 46.     (W)   SCALED
 LY0397* NAVD 88 ORTHO HEIGHT -   104.110 (meters)      341.57  (feet) ADJUSTED
 LY0397  ______________________________________________________________________
 LY0397  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 LY0397  DYNAMIC HEIGHT  -        104.066 (meters)      341.42  (feet) COMP
 LY0397  MODELED GRAVITY -    980,197.9   (mgal)                       NAVD 88
 LY0397
 LY0397  VERT ORDER      -  FIRST     CLASS II
 LY0397
 LY0397.The horizontal coordinates were scaled from a map and have
 LY0397.an estimated accuracy of +/- 6 seconds.
 LY0397
 LY0397.The orthometric height was determined by differential leveling and
 LY0397.adjusted by the NATIONAL GEODETIC SURVEY
 LY0397.in June 1991.
 LY0397
 LY0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0397.GEOID18 height accuracy estimate available here.
 LY0397
 LY0397.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL549395(NAD 83)
 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
 LY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0397.See file dsdata.pdf to determine how the superseded data were derived.
 LY0397
 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             CGS
 LY0397
 LY0397                          STATION DESCRIPTION
 LY0397
 LY0397'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0356 ***********************************************************************
 LY0356  DESIGNATION -  344.00
 LY0356  PID         -  LY0356
 LY0356  STATE/COUNTY-  NJ/BERGEN
 LY0356  COUNTRY     -  US
 LY0356  USGS QUAD   -  RAMSEY (2019)
 LY0356
 LY0356                         *CURRENT SURVEY CONTROL
 LY0356  ______________________________________________________________________
 LY0356* NAD 83(1986) POSITION- 41 03 26.     (N) 074 08 30.     (W)   SCALED
 LY0356* NAVD 88 ORTHO HEIGHT -   104.283 (meters)      342.14  (feet) ADJUSTED
 LY0356  ______________________________________________________________________
 LY0356  GEOID HEIGHT    -        -31.978 (meters)                     GEOID18
 LY0356  DYNAMIC HEIGHT  -        104.240 (meters)      341.99  (feet) COMP
 LY0356  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 LY0356
 LY0356  VERT ORDER      -  FIRST     CLASS II
 LY0356
 LY0356.The horizontal coordinates were scaled from a map and have
 LY0356.an estimated accuracy of +/- 6 seconds.
 LY0356
 LY0356.The orthometric height was determined by differential leveling and
 LY0356.adjusted by the NATIONAL GEODETIC SURVEY
 LY0356.in October 1996.
 LY0356
 LY0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0356.GEOID18 height accuracy estimate available here.
 LY0356
 LY0356.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL721454(NAD 83)
 LY0356
 LY0356                          SUPERSEDED SURVEY CONTROL
 LY0356
 LY0356  NAVD 88 (06/15/91)  104.280  (m)          342.13   (f) SUPERSEDED  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
 LY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0356.See file dsdata.pdf to determine how the superseded data were derived.
 LY0356
 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             CGS
 LY0356  HISTORY     - 1989     GOOD             USPSQD
 LY0356  HISTORY     - 19940602 GOOD             NJGS
 LY0356  HISTORY     - 20060621 GOOD             GEOCAC
 LY0356
 LY0356                          STATION DESCRIPTION
 LY0356
 LY0356'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 DL9891 ***********************************************************************
 DL9891  DESIGNATION -  345
 DL9891  PID         -  DL9891
 DL9891  STATE/COUNTY-  NJ/SOMERSET
 DL9891  COUNTRY     -  US
 DL9891  USGS QUAD   -  CHATHAM (2019)
 DL9891
 DL9891                         *CURRENT SURVEY CONTROL
 DL9891  ______________________________________________________________________
 DL9891* NAD 83(2011) POSITION- 40 38 36.90853(N) 074 28 20.54930(W)   ADJUSTED
 DL9891* NAD 83(2011) ELLIP HT-    81.194 (meters)        (06/27/12)   ADJUSTED
 DL9891* NAD 83(2011) EPOCH   -  2010.00
 DL9891* NAVD 88 ORTHO HEIGHT -   114.1   (meters)      374.    (feet) GPS OBS
 DL9891  ______________________________________________________________________
 DL9891  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9891  GEOID HEIGHT    -        -32.936 (meters)                     GEOID09
 DL9891  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 DL9891  NAD 83(2011) X  -  1,297,429.449 (meters)                     COMP
 DL9891  NAD 83(2011) Y  - -4,669,635.367 (meters)                     COMP
 DL9891  NAD 83(2011) Z  -  4,132,524.130 (meters)                     COMP
 DL9891  LAPLACE CORR    -          3.66  (seconds)                    DEFLEC18
 DL9891
 DL9891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9891  Standards:
 DL9891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9891  -------------------------------------------------------------------
 DL9891  NETWORK    1.88   3.27           0.86   0.64   1.67      0.13621415
 DL9891  -------------------------------------------------------------------
 DL9891  Click here for local accuracies and other accuracy information.
 DL9891
 DL9891.The horizontal coordinates were established by GPS observations
 DL9891.and adjusted by the National Geodetic Survey in June 2012.
 DL9891
 DL9891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9891.been affixed to the stable North American tectonic plate. See 
 DL9891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9891
 DL9891.The horizontal coordinates are valid at the epoch date displayed above
 DL9891.which is a decimal equivalence of Year/Month/Day.
 DL9891
 DL9891.The orthometric height was determined by GPS observations and a
 DL9891.high-resolution geoid model.
 DL9891
 DL9891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9891.GEOID18 height accuracy estimate available here.
 DL9891
 DL9891.Click photographs - Photos may exist for this station.
 DL9891
 DL9891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9891
 DL9891.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9891
 DL9891.The ellipsoidal height was determined by GPS observations
 DL9891.and is referenced to NAD 83.
 DL9891
 DL9891. The following values were computed from the NAD 83(2011) position.
 DL9891
 DL9891;                    North         East     Units Scale Factor Converg.
 DL9891;SPC NJ       -   200,971.916   152,336.492   MT  0.99990007   +0 01 04.8
 DL9891;SPC NJ       -   659,355.36    499,790.64   sFT  0.99990007   +0 01 04.8
 DL9891;UTM  18      - 4,499,326.718   544,612.354   MT  0.99962450   +0 20 37.2
 DL9891
 DL9891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9891!SPC NJ       -   0.99998726  x   0.99990007  =   0.99988733
 DL9891!UTM  18      -   0.99998726  x   0.99962450  =   0.99961177
 DL9891
 DL9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4461299326(NAD 83)
 DL9891
 DL9891|---------------------------------------------------------------------|
 DL9891| PID    Reference Object                     Distance      Geod. Az  |
 DL9891|                                                           dddmmss.s |
 DL9891| KV6605 SC 189                              284.038 METERS 30413     |
 DL9891|---------------------------------------------------------------------|
 DL9891
 DL9891                          SUPERSEDED SURVEY CONTROL
 DL9891
 DL9891  NAD 83(2007)-  40 38 36.90899(N)    074 28 20.54949(W) AD(2002.00) 1
 DL9891  ELLIP H (07/18/10)   81.223  (m)                       GP(2002.00) 4 2
 DL9891
 DL9891.Superseded values are not recommended for survey control.
 DL9891
 DL9891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9891.See file dsdata.pdf to determine how the superseded data were derived.
 DL9891
 DL9891_MARKER: DD = SURVEY DISK
 DL9891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9891_STAMPING: 345 2004
 DL9891_MARK LOGO: NJ-035
 DL9891_PROJECTION: FLUSH
 DL9891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9891+STABILITY: SURFACE MOTION
 DL9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9891+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2020
 DL9891
 DL9891  HISTORY     - Date     Condition        Report By
 DL9891  HISTORY     - 20070302 MONUMENTED       B2A
 DL9891  HISTORY     - 20100727 GOOD             B2A
 DL9891  HISTORY     - 20200504 GOOD             NJGS
 DL9891
 DL9891                          STATION DESCRIPTION
 DL9891
 DL9891'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9891'SC 345 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9891'STATION IS LOCATED IN WARREN TOWNSHIP AT THE NORTHEASTERLY
 DL9891'INTERSECTION OF STIRLING ROAD (CR-653) AND DILLON COURT.
 DL9891'
 DL9891'TO REACH THE STATION FROM ROUTE 78 EAST, TAKE EXIT 36 AND MERGE ONTO
 DL9891'KING GEORGE ROAD.  TURN LEFT AT MOUNTAIN AVENUE AND TRAVEL 2.4 MILES.
 DL9891'TURN RIGHT AT STIRLING ROAD AND TRAVEL 1.0 MILE.  THE STATION IS 5.12
 DL9891'FT (1.6 M) NORTHEAST OF THE CURB ALONG STIRLING ROAD, 39.15 FT (11.9
 DL9891'M) NORTHWEST OF A PK IN UTILITY POLE 2011, 72.15 FT (22.0 M) SOUTHEAST
 DL9891'FROM THE NEAREST CORNER OF A TYPE 'B' CATCH BASIN ON DILLON COURT, AND
 DL9891'12.08 FT (3.7 M) NORTHEAST OF THE NEAREST CORNER OF A TYPE 'B' CATCH
 DL9891'BASIN LOCATED ON STIRLING ROAD.  THE STATION IS A DISK SET IN A
 DL9891'CONCRETE MONUMENT.
 DL9891
 DL9891                          STATION RECOVERY (2010)
 DL9891
 DL9891'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9891'RECOVERED IN GOOD CONDITION.
 DL9891
 DL9891                          STATION RECOVERY (2020)
 DL9891
 DL9891'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9892 ***********************************************************************
 DL9892  DESIGNATION -  346
 DL9892  PID         -  DL9892
 DL9892  STATE/COUNTY-  NJ/SOMERSET
 DL9892  COUNTRY     -  US
 DL9892  USGS QUAD   -  CHATHAM (2019)
 DL9892
 DL9892                         *CURRENT SURVEY CONTROL
 DL9892  ______________________________________________________________________
 DL9892* NAD 83(2011) POSITION- 40 38 11.99522(N) 074 27 20.08024(W)   ADJUSTED
 DL9892* NAD 83(2011) ELLIP HT-    32.211 (meters)        (06/27/12)   ADJUSTED
 DL9892* NAD 83(2011) EPOCH   -  2010.00
 DL9892* NAVD 88 ORTHO HEIGHT -    65.1   (meters)      214.    (feet) GPS OBS
 DL9892  ______________________________________________________________________
 DL9892  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9892  GEOID HEIGHT    -        -32.872 (meters)                     GEOID09
 DL9892  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 DL9892  NAD 83(2011) X  -  1,298,922.526 (meters)                     COMP
 DL9892  NAD 83(2011) Y  - -4,669,701.215 (meters)                     COMP
 DL9892  NAD 83(2011) Z  -  4,131,909.084 (meters)                     COMP
 DL9892  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 DL9892
 DL9892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9892  Standards:
 DL9892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9892  -------------------------------------------------------------------
 DL9892  NETWORK    2.09   3.57           0.98   0.66   1.82      0.04692282
 DL9892  -------------------------------------------------------------------
 DL9892  Click here for local accuracies and other accuracy information.
 DL9892
 DL9892.The horizontal coordinates were established by GPS observations
 DL9892.and adjusted by the National Geodetic Survey in June 2012.
 DL9892
 DL9892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9892.been affixed to the stable North American tectonic plate. See 
 DL9892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9892
 DL9892.The horizontal coordinates are valid at the epoch date displayed above
 DL9892.which is a decimal equivalence of Year/Month/Day.
 DL9892
 DL9892.The orthometric height was determined by GPS observations and a
 DL9892.high-resolution geoid model.
 DL9892
 DL9892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9892.GEOID18 height accuracy estimate available here.
 DL9892
 DL9892.Click photographs - Photos may exist for this station.
 DL9892
 DL9892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9892
 DL9892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9892
 DL9892.The ellipsoidal height was determined by GPS observations
 DL9892.and is referenced to NAD 83.
 DL9892
 DL9892. The following values were computed from the NAD 83(2011) position.
 DL9892
 DL9892;                    North         East     Units Scale Factor Converg.
 DL9892;SPC NJ       -   200,204.089   153,757.539   MT  0.99990017   +0 01 44.1
 DL9892;SPC NJ       -   656,836.25    504,452.86   sFT  0.99990017   +0 01 44.1
 DL9892;UTM  18      - 4,498,567.190   546,037.350   MT  0.99962609   +0 21 16.4
 DL9892
 DL9892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9892!SPC NJ       -   0.99999495  x   0.99990017  =   0.99989512
 DL9892!UTM  18      -   0.99999495  x   0.99962609  =   0.99962104
 DL9892
 DL9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4603798567(NAD 83)
 DL9892
 DL9892|---------------------------------------------------------------------|
 DL9892| PID    Reference Object                     Distance      Geod. Az  |
 DL9892|                                                           dddmmss.s |
 DL9892| KV6606 SC 190                              350.809 METERS 06147     |
 DL9892|---------------------------------------------------------------------|
 DL9892
 DL9892                          SUPERSEDED SURVEY CONTROL
 DL9892
 DL9892  NAD 83(2007)-  40 38 11.99560(N)    074 27 20.08051(W) AD(2002.00) 1
 DL9892  ELLIP H (07/18/10)   32.241  (m)                       GP(2002.00) 4 2
 DL9892
 DL9892.Superseded values are not recommended for survey control.
 DL9892
 DL9892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9892.See file dsdata.pdf to determine how the superseded data were derived.
 DL9892
 DL9892_MARKER: DD = SURVEY DISK
 DL9892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9892_STAMPING: 346 2004
 DL9892_MARK LOGO: NJ-035
 DL9892_PROJECTION: FLUSH
 DL9892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9892+STABILITY: SURFACE MOTION
 DL9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9892+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2020
 DL9892
 DL9892  HISTORY     - Date     Condition        Report By
 DL9892  HISTORY     - 20070302 MONUMENTED       B2A
 DL9892  HISTORY     - 20100727 GOOD             B2A
 DL9892  HISTORY     - 20200504 GOOD             NJGS
 DL9892  HISTORY     - 20200508 GOOD             NJGS
 DL9892
 DL9892                          STATION DESCRIPTION
 DL9892
 DL9892'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9892'SC 346 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9892'STATION IS LOCATED IN WATCHUNG TOWNSHIP AT THE SOUTH SIDE OF STIRLING
 DL9892'ROAD (CR-653).
 DL9892'
 DL9892'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 22 AND CR-527,
 DL9892'TRAVEL NORTHEAST 2.2 MI (3.5 KM) ALONG CR-527.  TURN RIGHT TO CONTINUE
 DL9892'ON CR-527 AND TRAVEL 3.8 MILES.  AT THE TRAFFIC CIRCLE TAKE THE THIRD
 DL9892'EXIT ONTO STIRLING ROAD AND TRAVEL 0.2 MILES.  THE STATION IS 7.26 FT
 DL9892'(2.2 M) SOUTHWEST OF THE NEAREST CORNER OF A TYPE 'B' CATCH BASIN
 DL9892'LOCATED ON STIRLING ROAD, 28.92 FT (8.8 M) EAST OF UTILITY POLE 60524,
 DL9892'AND 54.19 FT (16.5 M) NORTHWEST OF A NAIL SET 1 FT (0.3 M) UP IN A
 DL9892'THIRTY-SIX INCH OAK TREE.  THE STATION IS A DISK SET IN A CONCRETE
 DL9892'MONUMENT.
 DL9892
 DL9892                          STATION RECOVERY (2010)
 DL9892
 DL9892'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9892'RECOVERED IN GOOD CONDITION.
 DL9892
 DL9892                          STATION RECOVERY (2020)
 DL9892
 DL9892'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9892'RECOVERED IN GOOD CONDITION.
 DL9892
 DL9892                          STATION RECOVERY (2020)
 DL9892
 DL9892'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9893 ***********************************************************************
 DL9893  DESIGNATION -  347
 DL9893  PID         -  DL9893
 DL9893  STATE/COUNTY-  NJ/SOMERSET
 DL9893  COUNTRY     -  US
 DL9893  USGS QUAD   -  CHATHAM (2019)
 DL9893
 DL9893                         *CURRENT SURVEY CONTROL
 DL9893  ______________________________________________________________________
 DL9893* NAD 83(2011) POSITION- 40 39 43.82951(N) 074 24 43.96950(W)   ADJUSTED
 DL9893* NAD 83(2011) ELLIP HT-    42.650 (meters)        (06/27/12)   ADJUSTED
 DL9893* NAD 83(2011) EPOCH   -  2010.00
 DL9893* NAVD 88 ORTHO HEIGHT -    75.5   (meters)      248.    (feet) GPS OBS
 DL9893  ______________________________________________________________________
 DL9893  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9893  GEOID HEIGHT    -        -32.831 (meters)                     GEOID09
 DL9893  GEOID HEIGHT    -        -32.881 (meters)                     GEOID18
 DL9893  NAD 83(2011) X  -  1,301,962.655 (meters)                     COMP
 DL9893  NAD 83(2011) Y  - -4,666,946.942 (meters)                     COMP
 DL9893  NAD 83(2011) Z  -  4,134,065.139 (meters)                     COMP
 DL9893  LAPLACE CORR    -          3.34  (seconds)                    DEFLEC18
 DL9893
 DL9893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9893  Standards:
 DL9893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9893  -------------------------------------------------------------------
 DL9893  NETWORK    2.76   4.94           1.31   0.82   2.52     -0.12386079
 DL9893  -------------------------------------------------------------------
 DL9893  Click here for local accuracies and other accuracy information.
 DL9893
 DL9893.The horizontal coordinates were established by GPS observations
 DL9893.and adjusted by the National Geodetic Survey in June 2012.
 DL9893
 DL9893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9893.been affixed to the stable North American tectonic plate. See 
 DL9893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9893
 DL9893.The horizontal coordinates are valid at the epoch date displayed above
 DL9893.which is a decimal equivalence of Year/Month/Day.
 DL9893
 DL9893.The orthometric height was determined by GPS observations and a
 DL9893.high-resolution geoid model.
 DL9893
 DL9893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9893.GEOID18 height accuracy estimate available here.
 DL9893
 DL9893.Click photographs - Photos may exist for this station.
 DL9893
 DL9893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9893
 DL9893.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9893
 DL9893.The ellipsoidal height was determined by GPS observations
 DL9893.and is referenced to NAD 83.
 DL9893
 DL9893. The following values were computed from the NAD 83(2011) position.
 DL9893
 DL9893;                    North         East     Units Scale Factor Converg.
 DL9893;SPC NJ       -   203,039.322   157,422.753   MT  0.99990068   +0 03 25.9
 DL9893;SPC NJ       -   666,138.18    516,477.82   sFT  0.99990068   +0 03 25.9
 DL9893;UTM  18      - 4,501,422.436   549,685.394   MT  0.99963039   +0 22 58.8
 DL9893
 DL9893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9893!SPC NJ       -   0.99999331  x   0.99990068  =   0.99989399
 DL9893!UTM  18      -   0.99999331  x   0.99963039  =   0.99962370
 DL9893
 DL9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4968501422(NAD 83)
 DL9893
 DL9893|---------------------------------------------------------------------|
 DL9893| PID    Reference Object                     Distance      Geod. Az  |
 DL9893|                                                           dddmmss.s |
 DL9893| DL9894 SC 348                              380.354 METERS 22630     |
 DL9893|---------------------------------------------------------------------|
 DL9893
 DL9893                          SUPERSEDED SURVEY CONTROL
 DL9893
 DL9893  NAD 83(2007)-  40 39 43.82952(N)    074 24 43.96984(W) AD(2002.00) 1
 DL9893  ELLIP H (07/18/10)   42.669  (m)                       GP(2002.00) 4 2
 DL9893
 DL9893.Superseded values are not recommended for survey control.
 DL9893
 DL9893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9893.See file dsdata.pdf to determine how the superseded data were derived.
 DL9893
 DL9893_MARKER: DD = SURVEY DISK
 DL9893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9893_STAMPING: 347 2004
 DL9893_MARK LOGO: NJ-035
 DL9893_PROJECTION: FLUSH
 DL9893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9893+STABILITY: SURFACE MOTION
 DL9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9893+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2022
 DL9893
 DL9893  HISTORY     - Date     Condition        Report By
 DL9893  HISTORY     - 20070302 MONUMENTED       B2A
 DL9893  HISTORY     - 20100727 GOOD             B2A
 DL9893  HISTORY     - 20200422 GOOD             NJGS
 DL9893  HISTORY     - 20220602 GOOD             AAAS
 DL9893
 DL9893                          STATION DESCRIPTION
 DL9893
 DL9893'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9893'SC 347 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9893'STATION IS LOCATED IN THE BOROUGH OF WATCHUNG, NORTH OF VALLEY ROAD
 DL9893'(CR-527), BEHIND A GUARD RAIL.
 DL9893'
 DL9893'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE I78, EXIT 40, AND
 DL9893'HILLCREST ROAD, COUNTY ROAD 531, TAKE HILLCREST ROAD, COUNTY ROAD 531
 DL9893'TOWARDS WATCHUNG AND GO 1.61 KM (1.0 MI) TO VALLEY ROAD AND TURN RIGHT
 DL9893'AND GO 4.18 KM (2.6 MI) TO THE CONNELL II ACCESS ON THE LEFT.  THE
 DL9893'STATION IS LOCATED 45.72 M (150.0 FT) NORTHEAST OF THE CONNELL II
 DL9893'ACCESS, 90 M (295.3 FT) NORTHEAST OF AN I BEAM OF A GUARD RAIL RUNNING
 DL9893'ALONG THE CURB, 1.01 M (3.3 FT) NORTHWEST OF ANOTHER I BEAM ON THE
 DL9893'GUARD RAIL, 15.01 M (49.2 FT) SOUTHWEST OF POLE 60872, AND 10.31 M
 DL9893'(33.8 FT) SOUTHEAST OF THE EAST CORNER OF A CONCRETE HEAD WALL.  THE
 DL9893'STATION IS FLUSH WITH THE GROUND.
 DL9893
 DL9893                          STATION RECOVERY (2010)
 DL9893
 DL9893'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9893'RECOVERED IN GOOD CONDITION.
 DL9893
 DL9893                          STATION RECOVERY (2020)
 DL9893
 DL9893'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9893'RECOVERED IN GOOD CONDITION.
 DL9893
 DL9893                          STATION RECOVERY (2022)
 DL9893
 DL9893'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DL9893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0208 ***********************************************************************
 KV0208  DESIGNATION -  351
 KV0208  PID         -  KV0208
 KV0208  STATE/COUNTY-  NJ/MIDDLESEX
 KV0208  COUNTRY     -  US
 KV0208  USGS QUAD   -  ARTHUR KILL (2019)
 KV0208
 KV0208                         *CURRENT SURVEY CONTROL
 KV0208  ______________________________________________________________________
 KV0208* NAD 83(1986) POSITION- 40 34 24.     (N) 074 13 14.     (W)   SCALED
 KV0208* NAVD 88 ORTHO HEIGHT -     9.421 (meters)       30.91  (feet) ADJUSTED
 KV0208  ______________________________________________________________________
 KV0208  GEOID HEIGHT    -        -32.423 (meters)                     GEOID18
 KV0208  DYNAMIC HEIGHT  -          9.417 (meters)       30.90  (feet) COMP
 KV0208  MODELED GRAVITY -    980,221.5   (mgal)                       NAVD 88
 KV0208
 KV0208  VERT ORDER      -  FIRST     CLASS II
 KV0208
 KV0208.The horizontal coordinates were scaled from a map and have
 KV0208.an estimated accuracy of +/- 6 seconds.
 KV0208
 KV0208.The orthometric height was determined by differential leveling and
 KV0208.adjusted by the NATIONAL GEODETIC SURVEY
 KV0208.in June 1991.
 KV0208
 KV0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0208.GEOID18 height accuracy estimate available here.
 KV0208
 KV0208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK659916(NAD 83)
 KV0208
 KV0208                          SUPERSEDED SURVEY CONTROL
 KV0208
 KV0208  NGVD 29 (04/16/92)    9.740  (m)           31.96   (f) ADJUSTED    1 2
 KV0208  NGVD 29 (??/??/87)    9.761  (m)           32.02   (f) SUPERSEDED  1 2
 KV0208
 KV0208.Superseded values are not recommended for survey control.
 KV0208
 KV0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0208.See file dsdata.pdf to determine how the superseded data were derived.
 KV0208
 KV0208_MARKER: DD = SURVEY DISK
 KV0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0208_STAMPING: 351
 KV0208_MARK LOGO: NJGS
 KV0208_PROJECTION: FLUSH
 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  HISTORY     - 20201029 MARK NOT FOUND   NJGS
 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.
 KV0208
 KV0208                          STATION RECOVERY (2020)
 KV0208
 KV0208'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV0208'INTERSECTION HAS BEEN REDESIGNED SINCE 1952, STATION CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9897 ***********************************************************************
 DL9897  DESIGNATION -  351
 DL9897  PID         -  DL9897
 DL9897  STATE/COUNTY-  NJ/SOMERSET
 DL9897  COUNTRY     -  US
 DL9897  USGS QUAD   -  PLAINFIELD (2019)
 DL9897
 DL9897                         *CURRENT SURVEY CONTROL
 DL9897  ______________________________________________________________________
 DL9897* NAD 83(2011) POSITION- 40 36 40.63238(N) 074 26 53.90003(W)   ADJUSTED
 DL9897* NAD 83(2011) ELLIP HT-    -9.516 (meters)        (06/27/12)   ADJUSTED
 DL9897* NAD 83(2011) EPOCH   -  2010.00
 DL9897* NAVD 88 ORTHO HEIGHT -    23.3   (meters)       76.    (feet) GPS OBS
 DL9897  ______________________________________________________________________
 DL9897  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9897  GEOID HEIGHT    -        -32.783 (meters)                     GEOID09
 DL9897  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 DL9897  NAD 83(2011) X  -  1,299,998.682 (meters)                     COMP
 DL9897  NAD 83(2011) Y  - -4,671,273.536 (meters)                     COMP
 DL9897  NAD 83(2011) Z  -  4,129,742.897 (meters)                     COMP
 DL9897  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 DL9897
 DL9897  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9897  Standards:
 DL9897         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9897            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9897  -------------------------------------------------------------------
 DL9897  NETWORK    1.89   3.47           0.86   0.66   1.77      0.10835279
 DL9897  -------------------------------------------------------------------
 DL9897  Click here for local accuracies and other accuracy information.
 DL9897
 DL9897.The horizontal coordinates were established by GPS observations
 DL9897.and adjusted by the National Geodetic Survey in June 2012.
 DL9897
 DL9897.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9897.been affixed to the stable North American tectonic plate. See 
 DL9897.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9897
 DL9897.The horizontal coordinates are valid at the epoch date displayed above
 DL9897.which is a decimal equivalence of Year/Month/Day.
 DL9897
 DL9897.The orthometric height was determined by GPS observations and a
 DL9897.high-resolution geoid model.
 DL9897
 DL9897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9897.GEOID18 height accuracy estimate available here.
 DL9897
 DL9897.Click photographs - Photos may exist for this station.
 DL9897
 DL9897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9897
 DL9897.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9897
 DL9897.The ellipsoidal height was determined by GPS observations
 DL9897.and is referenced to NAD 83.
 DL9897
 DL9897. The following values were computed from the NAD 83(2011) position.
 DL9897
 DL9897;                    North         East     Units Scale Factor Converg.
 DL9897;SPC NJ       -   197,386.502   154,374.335   MT  0.99990024   +0 02 01.1
 DL9897;SPC NJ       -   647,592.22    506,476.46   sFT  0.99990024   +0 02 01.1
 DL9897;UTM  18      - 4,495,753.923   546,669.972   MT  0.99962681   +0 21 32.8
 DL9897
 DL9897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9897!SPC NJ       -   1.00000149  x   0.99990024  =   0.99990173
 DL9897!UTM  18      -   1.00000149  x   0.99962681  =   0.99962830
 DL9897
 DL9897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4666995753(NAD 83)
 DL9897
 DL9897|---------------------------------------------------------------------|
 DL9897| PID    Reference Object                     Distance      Geod. Az  |
 DL9897|                                                           dddmmss.s |
 DL9897| DL9898 SC 352                              264.481 METERS 21928     |
 DL9897|---------------------------------------------------------------------|
 DL9897
 DL9897                          SUPERSEDED SURVEY CONTROL
 DL9897
 DL9897  NAD 83(2007)-  40 36 40.63259(N)    074 26 53.90026(W) AD(2002.00) 1
 DL9897  ELLIP H (07/18/10)   -9.499  (m)                       GP(2002.00) 4 2
 DL9897
 DL9897.Superseded values are not recommended for survey control.
 DL9897
 DL9897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9897.See file dsdata.pdf to determine how the superseded data were derived.
 DL9897
 DL9897_MARKER: DD = SURVEY DISK
 DL9897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9897_STAMPING: 351 2004
 DL9897_MARK LOGO: NJ-035
 DL9897_PROJECTION: FLUSH
 DL9897_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9897+STABILITY: SURFACE MOTION
 DL9897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9897+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2020
 DL9897
 DL9897  HISTORY     - Date     Condition        Report By
 DL9897  HISTORY     - 20070302 MONUMENTED       B2A
 DL9897  HISTORY     - 20100727 GOOD             B2A
 DL9897  HISTORY     - 20200501 GOOD             NJGS
 DL9897
 DL9897                          STATION DESCRIPTION
 DL9897
 DL9897'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9897'SC 351 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9897'STATION IS LOCATED IN THE NORTH PLAINFIELD TOWNSHIP, ON THE EAST SIDE
 DL9897'OF HARRINGTON AVENUE, AT THE JUNCTION OF ROCKVIEW AVENUE, PARKVIEW
 DL9897'AVENUE, AND HARRINGTON AVENUE, ON A RECTANGULAR TRAFFIC ISLAND EAST OF
 DL9897'A PARKING LOT FOR THE WEST END SCHOOL.
 DL9897'
 DL9897'TO REACH THE STATION FROM THE JUNCTION OF W. END STREET, COUNTY ROAD
 DL9897'649, AND GREENBROOK STREET, COUNTY ROAD 636, GO SOUTHWEST ON
 DL9897'GREENBROOK STREET, COUNTY ROAD 636, 0.32 KM (0.2 MI) TO HARRINGTON
 DL9897'STREET AND TURN LEFT AND GO 0.16 KM (0.1 MI) TO PARKVIEW AVENUE.  THE
 DL9897'STATION IS LOCATED 5.01 M (16.4 FT) SOUTHEAST OF POLE 2405, 20.82 M
 DL9897'(68.3 FT) SOUTHEAST OF A 16 INCH (41 CM) PINE TREE, AND 8.50 M (27.9
 DL9897'FT) SOUTHEAST OF A NAIL AND WASHER ON A MANHOLE.  THE STATION IS FLUSH
 DL9897'WITH THE GROUND.
 DL9897
 DL9897                          STATION RECOVERY (2010)
 DL9897
 DL9897'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9897'RECOVERED IN GOOD CONDITION.
 DL9897
 DL9897                          STATION RECOVERY (2020)
 DL9897
 DL9897'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9899 ***********************************************************************
 DL9899  DESIGNATION -  353
 DL9899  PID         -  DL9899
 DL9899  STATE/COUNTY-  NJ/SOMERSET
 DL9899  COUNTRY     -  US
 DL9899  USGS QUAD   -  BOUND BROOK (2019)
 DL9899
 DL9899                         *CURRENT SURVEY CONTROL
 DL9899  ______________________________________________________________________
 DL9899* NAD 83(2011) POSITION- 40 34 03.74351(N) 074 33 46.28248(W)   ADJUSTED
 DL9899* NAD 83(2011) ELLIP HT-   -13.295 (meters)        (06/27/12)   ADJUSTED
 DL9899* NAD 83(2011) EPOCH   -  2010.00
 DL9899* NAVD 88 ORTHO HEIGHT -    19.7   (meters)       65.    (feet) GPS OBS
 DL9899  ______________________________________________________________________
 DL9899  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9899  GEOID HEIGHT    -        -32.942 (meters)                     GEOID09
 DL9899  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 DL9899  NAD 83(2011) X  -  1,291,494.232 (meters)                     COMP
 DL9899  NAD 83(2011) Y  - -4,676,895.591 (meters)                     COMP
 DL9899  NAD 83(2011) Z  -  4,126,065.442 (meters)                     COMP
 DL9899  LAPLACE CORR    -          4.38  (seconds)                    DEFLEC18
 DL9899
 DL9899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9899  Standards:
 DL9899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9899  -------------------------------------------------------------------
 DL9899  NETWORK    1.00   1.80           0.45   0.36   0.92      0.10221310
 DL9899  -------------------------------------------------------------------
 DL9899  Click here for local accuracies and other accuracy information.
 DL9899
 DL9899.The horizontal coordinates were established by GPS observations
 DL9899.and adjusted by the National Geodetic Survey in June 2012.
 DL9899
 DL9899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9899.been affixed to the stable North American tectonic plate. See 
 DL9899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9899
 DL9899.The horizontal coordinates are valid at the epoch date displayed above
 DL9899.which is a decimal equivalence of Year/Month/Day.
 DL9899
 DL9899.The orthometric height was determined by GPS observations and a
 DL9899.high-resolution geoid model.
 DL9899
 DL9899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9899.GEOID18 height accuracy estimate available here.
 DL9899
 DL9899.Click photographs - Photos may exist for this station.
 DL9899
 DL9899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9899
 DL9899.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9899
 DL9899.The ellipsoidal height was determined by GPS observations
 DL9899.and is referenced to NAD 83.
 DL9899
 DL9899. The following values were computed from the NAD 83(2011) position.
 DL9899
 DL9899;                    North         East     Units Scale Factor Converg.
 DL9899;SPC NJ       -   192,548.189   144,677.709   MT  0.99990035   -0 02 27.2
 DL9899;SPC NJ       -   631,718.52    474,663.45   sFT  0.99990035   -0 02 27.2
 DL9899;UTM  18      - 4,490,861.995   537,003.667   MT  0.99961685   +0 17 03.5
 DL9899
 DL9899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9899!SPC NJ       -   1.00000209  x   0.99990035  =   0.99990244
 DL9899!UTM  18      -   1.00000209  x   0.99961685  =   0.99961893
 DL9899
 DL9899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3700390861(NAD 83)
 DL9899
 DL9899                          SUPERSEDED SURVEY CONTROL
 DL9899
 DL9899  NAD 83(2007)-  40 34 03.74354(N)    074 33 46.28281(W) AD(2002.00) 1
 DL9899  ELLIP H (07/18/10)  -13.296  (m)                       GP(2002.00) 4 2
 DL9899
 DL9899.Superseded values are not recommended for survey control.
 DL9899
 DL9899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9899.See file dsdata.pdf to determine how the superseded data were derived.
 DL9899
 DL9899_MARKER: DD = SURVEY DISK
 DL9899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9899_STAMPING: 353 2004
 DL9899_MARK LOGO: NJ-035
 DL9899_PROJECTION: FLUSH
 DL9899_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9899+STABILITY: SURFACE MOTION
 DL9899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9899+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2020
 DL9899
 DL9899  HISTORY     - Date     Condition        Report By
 DL9899  HISTORY     - 20070302 MONUMENTED       B2A
 DL9899  HISTORY     - 20100727 GOOD             B2A
 DL9899  HISTORY     - 20200417 GOOD             NJGS
 DL9899
 DL9899                          STATION DESCRIPTION
 DL9899
 DL9899'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9899'SC 353 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9899'STATION IS LOCATED IN THE BRIDGEWATER TOWNSHIP, ON THE SOUTHWEST
 DL9899'CORNER OF THE JUNCTION OF UNION AVENUE, STATE ROUTE 28, CHIMNEY ROCK
 DL9899'ROAD, AND FOOTHILL ROAD, COUNTY ROAD 663.
 DL9899'
 DL9899'TO REACH THE STATION FROM ROUTE 287 SOUTH, TAKE EXIT 13.  TURN RIGHT
 DL9899'AT ROUTE 28 AND TRAVEL 0.2 MILES.  THE STATION IS LOCATED 15.18 M
 DL9899'(49.8 FT) SOUTHEAST OF POLE 62146, 11.93 M (39.1 FT) NORTHWEST OF THE
 DL9899'NORTHWEST CORNER OF THE TOP PIECE OF A TYPE B INLET ON THE CURB OF
 DL9899'CHIMNEY ROCK ROAD, 18.78 M (61.6 FT) NORTHEAST OF POLE 62145.  IT IS
 DL9899'FLUSH WITH THE GROUND.
 DL9899
 DL9899                          STATION RECOVERY (2010)
 DL9899
 DL9899'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9899'RECOVERED IN GOOD CONDITION.
 DL9899
 DL9899                          STATION RECOVERY (2020)
 DL9899
 DL9899'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0204 ***********************************************************************
 KV0204  DESIGNATION -  354 NJGS
 KV0204  PID         -  KV0204
 KV0204  STATE/COUNTY-  NJ/MIDDLESEX
 KV0204  COUNTRY     -  US
 KV0204  USGS QUAD   -  ARTHUR KILL (2019)
 KV0204
 KV0204                         *CURRENT SURVEY CONTROL
 KV0204  ______________________________________________________________________
 KV0204* NAD 83(1986) POSITION- 40 34 03.     (N) 074 15 00.     (W)   SCALED
 KV0204* NAVD 88 ORTHO HEIGHT -     6.024 (meters)       19.76  (feet) ADJUSTED
 KV0204  ______________________________________________________________________
 KV0204  GEOID HEIGHT    -        -32.491 (meters)                     GEOID18
 KV0204  DYNAMIC HEIGHT  -          6.022 (meters)       19.76  (feet) COMP
 KV0204  MODELED GRAVITY -    980,218.0   (mgal)                       NAVD 88
 KV0204
 KV0204  VERT ORDER      -  FIRST     CLASS II
 KV0204
 KV0204.The horizontal coordinates were scaled from a map and have
 KV0204.an estimated accuracy of +/- 6 seconds.
 KV0204
 KV0204.The orthometric height was determined by differential leveling and
 KV0204.adjusted by the NATIONAL GEODETIC SURVEY
 KV0204.in June 1991.
 KV0204
 KV0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0204.GEOID18 height accuracy estimate available here.
 KV0204
 KV0204.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK634910(NAD 83)
 KV0204
 KV0204                          SUPERSEDED SURVEY CONTROL
 KV0204
 KV0204  NGVD 29 (04/16/92)    6.340  (m)           20.80   (f) ADJUSTED    1 2
 KV0204  NGVD 29 (??/??/87)    6.366  (m)           20.89   (f) SUPERSEDED  1 2
 KV0204
 KV0204.Superseded values are not recommended for survey control.
 KV0204
 KV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0204.See file dsdata.pdf to determine how the superseded data were derived.
 KV0204
 KV0204_MARKER: DD = SURVEY DISK
 KV0204_SETTING: 7 = 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  HISTORY     - 20210219 MARK NOT FOUND   NJGS
 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.
 KV0204
 KV0204                          STATION RECOVERY (2021)
 KV0204
 KV0204'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9901 ***********************************************************************
 DL9901  DESIGNATION -  355
 DL9901  PID         -  DL9901
 DL9901  STATE/COUNTY-  NJ/SOMERSET
 DL9901  COUNTRY     -  US
 DL9901  USGS QUAD   -  BOUND BROOK (2019)
 DL9901
 DL9901                         *CURRENT SURVEY CONTROL
 DL9901  ______________________________________________________________________
 DL9901* NAD 83(2011) POSITION- 40 32 33.86458(N) 074 32 04.93556(W)   ADJUSTED
 DL9901* NAD 83(2011) ELLIP HT-   -12.355 (meters)        (06/27/12)   ADJUSTED
 DL9901* NAD 83(2011) EPOCH   -  2010.00
 DL9901* NAVD 88 ORTHO HEIGHT -    20.4   (meters)       67.    (feet) GPS OBS
 DL9901  ______________________________________________________________________
 DL9901  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9901  GEOID HEIGHT    -        -32.796 (meters)                     GEOID09
 DL9901  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 DL9901  NAD 83(2011) X  -  1,294,272.890 (meters)                     COMP
 DL9901  NAD 83(2011) Y  - -4,677,998.437 (meters)                     COMP
 DL9901  NAD 83(2011) Z  -  4,123,959.646 (meters)                     COMP
 DL9901  LAPLACE CORR    -          4.70  (seconds)                    DEFLEC18
 DL9901
 DL9901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9901  Standards:
 DL9901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9901  -------------------------------------------------------------------
 DL9901  NETWORK    1.04   2.18           0.47   0.37   1.11      0.02872456
 DL9901  -------------------------------------------------------------------
 DL9901  Click here for local accuracies and other accuracy information.
 DL9901
 DL9901.The horizontal coordinates were established by GPS observations
 DL9901.and adjusted by the National Geodetic Survey in June 2012.
 DL9901
 DL9901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9901.been affixed to the stable North American tectonic plate. See 
 DL9901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9901
 DL9901.The horizontal coordinates are valid at the epoch date displayed above
 DL9901.which is a decimal equivalence of Year/Month/Day.
 DL9901
 DL9901.The orthometric height was determined by GPS observations and a
 DL9901.high-resolution geoid model.
 DL9901
 DL9901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9901.GEOID18 height accuracy estimate available here.
 DL9901
 DL9901.Click photographs - Photos may exist for this station.
 DL9901
 DL9901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9901
 DL9901.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9901
 DL9901.The ellipsoidal height was determined by GPS observations
 DL9901.and is referenced to NAD 83.
 DL9901
 DL9901. The following values were computed from the NAD 83(2011) position.
 DL9901
 DL9901;                    North         East     Units Scale Factor Converg.
 DL9901;SPC NJ       -   189,774.748   147,060.354   MT  0.99990011   -0 01 21.2
 DL9901;SPC NJ       -   622,619.32    482,480.51   sFT  0.99990011   -0 01 21.2
 DL9901;UTM  18      - 4,488,102.896   539,401.333   MT  0.99961911   +0 18 08.8
 DL9901
 DL9901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9901!SPC NJ       -   1.00000194  x   0.99990011  =   0.99990205
 DL9901!UTM  18      -   1.00000194  x   0.99961911  =   0.99962105
 DL9901
 DL9901:                Primary Azimuth Mark                     Grid Az
 DL9901:SPC NJ       -  SC 357                                   198 38 40.6
 DL9901:UTM  18      -  SC 357                                   198 19 10.6
 DL9901
 DL9901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3940188102(NAD 83)
 DL9901
 DL9901|---------------------------------------------------------------------|
 DL9901| PID    Reference Object                     Distance      Geod. Az  |
 DL9901|                                                           dddmmss.s |
 DL9901| DL9903 SC 357                              APPROX. 0.6 KM 1983719.4 |
 DL9901|---------------------------------------------------------------------|
 DL9901
 DL9901                          SUPERSEDED SURVEY CONTROL
 DL9901
 DL9901  NAD 83(2007)-  40 32 33.86456(N)    074 32 04.93594(W) AD(2002.00) 1
 DL9901  ELLIP H (07/18/10)  -12.355  (m)                       GP(2002.00) 4 2
 DL9901
 DL9901.Superseded values are not recommended for survey control.
 DL9901
 DL9901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9901.See file dsdata.pdf to determine how the superseded data were derived.
 DL9901
 DL9901_MARKER: DD = SURVEY DISK
 DL9901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9901_STAMPING: 355 2004
 DL9901_MARK LOGO: NJ-035
 DL9901_PROJECTION: FLUSH
 DL9901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9901+STABILITY: SURFACE MOTION
 DL9901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9901+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2020
 DL9901
 DL9901  HISTORY     - Date     Condition        Report By
 DL9901  HISTORY     - 20070302 MONUMENTED       B2A
 DL9901  HISTORY     - 20100727 GOOD             B2A
 DL9901  HISTORY     - 20200423 GOOD             NJGS
 DL9901
 DL9901                          STATION DESCRIPTION
 DL9901
 DL9901'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9901'SC 355 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9901'STATION IS LOCATED IN THE FRANKLIN TOWNSHIP, ON THE SOUTHEAST SIDE OF
 DL9901'ELIZABETH AVENUE, COUNTY ROAD 621, AT THE ELIZABETH AVENUE SCHOOL.
 DL9901'
 DL9901'TO REACH THE STATION FROM THE JUNCTION OF EDGEWOOD TERRACE, COUNTY
 DL9901'ROAD 610, AND ELIZABETH AVENUE, COUNTY ROAD 621, GO SOUTHWEST ON
 DL9901'ELIZABETH AVENUE, COUNTY ROAD 621, 1.13 KM (0.7 MI) 1.52 M (5.0 FT)
 DL9901'PAST THE OVERPASS OF INTERSTATE I 287 TO ELIZABETH AVENUE SCHOOL.  THE
 DL9901'STATION IS LOCATED 0.48 M (1.6 FT) SOUTHEAST OF THE EDGE OF A CONCRETE
 DL9901'SIDEWALK, 31.30 M (102.7 FT) NORTHEAST OF THE NORTH CORNER OF A
 DL9901'FLAGPOLE BASE, 31.24 M (102.5 FT) EAST OF POLE 61398, 17.43 M (57.2
 DL9901'FT) SOUTHEAST OF A 2.44 M (8.0 FT) TALL ALUMINUM VENT WITH A CONCRETE
 DL9901'PAD, 22.16 M (72.7 FT) SOUTHWEST OF POLE 61397, AND 23.47 M (77.0 FT)
 DL9901'SOUTHWEST OF THE SOUTH CORNER OF A TYPE E INLET AT THE JUNCTION OF
 DL9901'ROUTE 621 AND THE SCHOOL LANE.  THE STATION IS FLUSH WITH THE GROUND.
 DL9901
 DL9901                          STATION RECOVERY (2010)
 DL9901
 DL9901'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9901'RECOVERED IN GOOD CONDITION.
 DL9901
 DL9901                          STATION RECOVERY (2020)
 DL9901
 DL9901'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8460 ***********************************************************************
 AI8460  DESIGNATION -  360
 AI8460  PID         -  AI8460
 AI8460  STATE/COUNTY-  NJ/MIDDLESEX
 AI8460  COUNTRY     -  US
 AI8460  USGS QUAD   -  SOUTH AMBOY (2019)
 AI8460
 AI8460                         *CURRENT SURVEY CONTROL
 AI8460  ______________________________________________________________________
 AI8460* NAD 83(1986) POSITION- 40 29 02.     (N) 074 17 09.     (W)   SCALED
 AI8460* NAVD 88 ORTHO HEIGHT -    16.148 (meters)       52.98  (feet) ADJUSTED
 AI8460  ______________________________________________________________________
 AI8460  GEOID HEIGHT    -        -32.511 (meters)                     GEOID18
 AI8460  DYNAMIC HEIGHT  -         16.142 (meters)       52.96  (feet) COMP
 AI8460  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 AI8460
 AI8460  VERT ORDER      -  FIRST     CLASS II
 AI8460
 AI8460.The horizontal coordinates were scaled from a map and have
 AI8460.an estimated accuracy of +/- 6 seconds.
 AI8460
 AI8460.The orthometric height was determined by differential leveling and
 AI8460.adjusted by the NATIONAL GEODETIC SURVEY
 AI8460.in March 2001.
 AI8460
 AI8460.No vertical observational check was made to the station.
 AI8460
 AI8460.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8460.GEOID18 height accuracy estimate available here.
 AI8460
 AI8460.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605817(NAD 83)
 AI8460
 AI8460                          SUPERSEDED SURVEY CONTROL
 AI8460
 AI8460.No superseded survey control is available for this station.
 AI8460
 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 = JULY 24, 2026 22:12:30 EDT
 DL9906 ***********************************************************************
 DL9906  DESIGNATION -  360
 DL9906  PID         -  DL9906
 DL9906  STATE/COUNTY-  NJ/SOMERSET
 DL9906  COUNTRY     -  US
 DL9906  USGS QUAD   -  ROCKY HILL (2019)
 DL9906
 DL9906                         *CURRENT SURVEY CONTROL
 DL9906  ______________________________________________________________________
 DL9906* NAD 83(2011) POSITION- 40 25 46.30587(N) 074 38 11.27781(W)   ADJUSTED
 DL9906* NAD 83(2011) ELLIP HT-    -4.524 (meters)        (06/27/12)   ADJUSTED
 DL9906* NAD 83(2011) EPOCH   -  2010.00
 DL9906* NAVD 88 ORTHO HEIGHT -    28.2   (meters)       93.    (feet) GPS OBS
 DL9906  ______________________________________________________________________
 DL9906  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9906  GEOID HEIGHT    -        -32.699 (meters)                     GEOID09
 DL9906  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 DL9906  NAD 83(2011) X  -  1,288,126.438 (meters)                     COMP
 DL9906  NAD 83(2011) Y  - -4,688,165.978 (meters)                     COMP
 DL9906  NAD 83(2011) Z  -  4,114,403.422 (meters)                     COMP
 DL9906  LAPLACE CORR    -          5.12  (seconds)                    DEFLEC18
 DL9906
 DL9906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9906  Standards:
 DL9906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9906  -------------------------------------------------------------------
 DL9906  NETWORK    1.10   1.94           0.49   0.40   0.99      0.05086832
 DL9906  -------------------------------------------------------------------
 DL9906  Click here for local accuracies and other accuracy information.
 DL9906
 DL9906.The horizontal coordinates were established by GPS observations
 DL9906.and adjusted by the National Geodetic Survey in June 2012.
 DL9906
 DL9906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9906.been affixed to the stable North American tectonic plate. See 
 DL9906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9906
 DL9906.The horizontal coordinates are valid at the epoch date displayed above
 DL9906.which is a decimal equivalence of Year/Month/Day.
 DL9906
 DL9906.The orthometric height was determined by GPS observations and a
 DL9906.high-resolution geoid model.
 DL9906
 DL9906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9906.GEOID18 height accuracy estimate available here.
 DL9906
 DL9906.Click photographs - Photos may exist for this station.
 DL9906
 DL9906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9906
 DL9906.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9906
 DL9906.The ellipsoidal height was determined by GPS observations
 DL9906.and is referenced to NAD 83.
 DL9906
 DL9906. The following values were computed from the NAD 83(2011) position.
 DL9906
 DL9906;                    North         East     Units Scale Factor Converg.
 DL9906;SPC NJ       -   177,212.995   138,421.138   MT  0.99990165   -0 05 18.6
 DL9906;SPC NJ       -   581,406.30    454,136.68   sFT  0.99990165   -0 05 18.6
 DL9906;UTM  18      - 4,475,495.996   530,835.875   MT  0.99961170   +0 14 08.7
 DL9906
 DL9906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9906!SPC NJ       -   1.00000071  x   0.99990165  =   0.99990236
 DL9906!UTM  18      -   1.00000071  x   0.99961170  =   0.99961241
 DL9906
 DL9906:                Primary Azimuth Mark                     Grid Az
 DL9906:SPC NJ       -  SC 217                                   128 09 39.3
 DL9906:UTM  18      -  SC 217                                   127 50 12.0
 DL9906
 DL9906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3083575495(NAD 83)
 DL9906
 DL9906|---------------------------------------------------------------------|
 DL9906| PID    Reference Object                     Distance      Geod. Az  |
 DL9906|                                                           dddmmss.s |
 DL9906| KV6633 SC 217                              404.342 METERS 1280420.7 |
 DL9906|---------------------------------------------------------------------|
 DL9906
 DL9906                          SUPERSEDED SURVEY CONTROL
 DL9906
 DL9906  NAD 83(2007)-  40 25 46.30576(N)    074 38 11.27840(W) AD(2002.00) 1
 DL9906  ELLIP H (07/18/10)   -4.538  (m)                       GP(2002.00) 4 2
 DL9906
 DL9906.Superseded values are not recommended for survey control.
 DL9906
 DL9906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9906.See file dsdata.pdf to determine how the superseded data were derived.
 DL9906
 DL9906_MARKER: DD = SURVEY DISK
 DL9906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9906_STAMPING: 360 2004
 DL9906_MARK LOGO: NJ-035
 DL9906_PROJECTION: FLUSH
 DL9906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9906+STABILITY: SURFACE MOTION
 DL9906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9906+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2020
 DL9906
 DL9906  HISTORY     - Date     Condition        Report By
 DL9906  HISTORY     - 20070302 MONUMENTED       B2A
 DL9906  HISTORY     - 20100727 GOOD             B2A
 DL9906  HISTORY     - 20200501 GOOD             NJGS
 DL9906
 DL9906                          STATION DESCRIPTION
 DL9906
 DL9906'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9906'SC 360 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9906'STATION IS LOCATED IN THE MONTGOMERY TOWNSHIP, ON THE SOUTHWEST SIDE
 DL9906'OF DEAD TREE RUN ROAD.
 DL9906'
 DL9906'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 206 AND RIVER ROAD,
 DL9906'COUNTY ROAD 533, GO EAST ON RIVER ROAD, COUNTY ROAD 533, 2.09 KM (1.3
 DL9906'MI) TO DEAD TREE ROAD, TURN LEFT AND GO 0.64 KM (0.4 MI) TO HOUSE
 DL9906'NUMBER 173.  THE STATION IS LOCATED 5.52 M (18.1 FT) SOUTHWEST OF THE
 DL9906'DEAD TREE RUN ROAD CENTERLINE, 21.40 M (70.2 FT) NORTHEAST OF THE WEST
 DL9906'CORNER OF HOUSE NUMBER 173, 10.85 M (35.6 FT) NORTHWEST OF A 10 INCH
 DL9906'(25 CM) PINE TREE, 12.68 M (41.6 FT) SOUTHEAST OF POLE 2891, AND 33.47
 DL9906'M (109.8 FT) NORTHWEST OF POLE 14.  THE STATION IS FLUSH WITH THE
 DL9906'GROUND.
 DL9906
 DL9906                          STATION RECOVERY (2010)
 DL9906
 DL9906'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9906'RECOVERED IN GOOD CONDITION.
 DL9906
 DL9906                          STATION RECOVERY (2020)
 DL9906
 DL9906'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8461 ***********************************************************************
 AI8461  DESIGNATION -  361
 AI8461  PID         -  AI8461
 AI8461  STATE/COUNTY-  NJ/MIDDLESEX
 AI8461  COUNTRY     -  US
 AI8461  USGS QUAD   -  SOUTH AMBOY (2019)
 AI8461
 AI8461                         *CURRENT SURVEY CONTROL
 AI8461  ______________________________________________________________________
 AI8461* NAD 83(1986) POSITION- 40 28 50.45   (N) 074 17 18.83   (W)   HD_HELD1
 AI8461* NAVD 88 ORTHO HEIGHT -    29.907 (meters)       98.12  (feet) ADJUSTED
 AI8461  ______________________________________________________________________
 AI8461  GEOID HEIGHT    -        -32.513 (meters)                     GEOID18
 AI8461  DYNAMIC HEIGHT  -         29.894 (meters)       98.08  (feet) COMP
 AI8461  MODELED GRAVITY -    980,215.6   (mgal)                       NAVD 88
 AI8461
 AI8461  VERT ORDER      -  FIRST     CLASS II
 AI8461
 AI8461.The horizontal coordinates were determined by differentially corrected
 AI8461.hand held GPS observations or other comparable positioning techniques
 AI8461.and have an estimated accuracy of +/- 3 meters.
 AI8461
 AI8461.The orthometric height was determined by differential leveling and
 AI8461.adjusted by the NATIONAL GEODETIC SURVEY
 AI8461.in March 2001.
 AI8461
 AI8461.No vertical observational check was made to the station.
 AI8461
 AI8461.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8461.GEOID18 height accuracy estimate available here.
 AI8461
 AI8461.Click photographs - Photos may exist for this station.
 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       -   182,905.0     167,926.3     MT  (+/- 3 meters HH1 GPS) 
 AI8461
 AI8461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6030081353(NAD 83)
 AI8461
 AI8461                          SUPERSEDED SURVEY CONTROL
 AI8461
 AI8461.No superseded survey control is available for this station.
 AI8461
 AI8461_MARKER: DD = SURVEY DISK
 AI8461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8461_STAMPING: 361
 AI8461_MARK LOGO: CGS+SS
 AI8461_PROJECTION: FLUSH
 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 SUITABLE FOR
 AI8461+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2024
 AI8461
 AI8461  HISTORY     - Date     Condition        Report By
 AI8461  HISTORY     - 1935     MONUMENTED       NJGS
 AI8461  HISTORY     - 19980521 GOOD             NJGS
 AI8461  HISTORY     - 20131125 GOOD             INDIV
 AI8461  HISTORY     - 20190713 GOOD             NJGS
 AI8461  HISTORY     - 20240108 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.
 AI8461
 AI8461                          STATION RECOVERY (2013)
 AI8461
 AI8461'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (WJH)
 AI8461'RECOVERED AS DESCRIBED
 AI8461
 AI8461                          STATION RECOVERY (2019)
 AI8461
 AI8461'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 AI8461'THE STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) SOUTHWEST OF PERTH AMBOY,
 AI8461'0.8 MI (1.3 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY JUNCTION AND IN THE
 AI8461'TOWN OF SOUTH AMBOY, NJ.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 AI8461'
 AI8461'TO REACH FROM THE INTERSECTION OF MAIN STREET AND BROADWAY, GO
 AI8461'SOUTHWEST ON MAIN STREET FOR 0.4 MI (0.6 KM) (0.6KM) TO THE STATION ON
 AI8461'THE RIGHT.
 AI8461'
 AI8461'IT IS 43 FT (13.1 M) SOUTHEAST OF THE CENTERLINE OF FELTUS ST, 26 FT
 AI8461'(7.9 M) NORTHWEST OF THE CENTERLINE OF MAIN STREET, 4.6 FT (1.4 M)
 AI8461'SOUTHEAST OF POLE NUMBER JC 238SA, 1.6 FT (0.5 M) NORTHWEST OF FROM
 AI8461'EDGE OF CURB.
 AI8461
 AI8461                          STATION RECOVERY (2024)
 AI8461
 AI8461'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 AI8461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0125 ***********************************************************************
 KV0125  DESIGNATION -  37 C OF L
 KV0125  PID         -  KV0125
 KV0125  STATE/COUNTY-  NJ/PASSAIC
 KV0125  COUNTRY     -  US
 KV0125  USGS QUAD   -  ORANGE (2016)
 KV0125
 KV0125                         *CURRENT SURVEY CONTROL
 KV0125  ______________________________________________________________________
 KV0125* NAD 83(1986) POSITION- 40 49 16.     (N) 074 07 37.     (W)   SCALED
 KV0125* NAVD 88 ORTHO HEIGHT -    11.06  (+/-2cm)       36.3   (feet) VERTCON3
 KV0125  ______________________________________________________________________
 KV0125  GEOID HEIGHT    -        -32.166 (meters)                     GEOID18
 KV0125  VERT ORDER      -  ? (See Below)
 KV0125
 KV0125.The horizontal coordinates were scaled from a 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
 KV0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0125.GEOID18 height accuracy estimate available here.
 KV0125
 KV0125.The vertical order pertains to the NGVD 29 superseded value.
 KV0125
 KV0125.Click photographs - Photos may exist for this station.
 KV0125
 KV0125;                    North         East    Units  Estimated Accuracy
 KV0125;SPC NJ       -   220,750.      181,470.      MT  (+/- 180 meters Scaled)
 KV0125
 KV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL736192(NAD 83)
 KV0125
 KV0125                          SUPERSEDED SURVEY CONTROL
 KV0125
 KV0125  NGVD 29 (11/26/84)   11.371  (m)           37.31   (f) ADJUSTED       
 KV0125
 KV0125.Superseded values are not recommended for survey control.
 KV0125
 KV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0125.See file dsdata.pdf to determine how the superseded data were derived.
 KV0125
 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 = JULY 24, 2026 22:12:30 EDT
 KU0816 ***********************************************************************
 KU0816  DESIGNATION -  37.39
 KU0816  PID         -  KU0816
 KU0816  STATE/COUNTY-  NJ/MONMOUTH
 KU0816  COUNTRY     -  US
 KU0816  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0816
 KU0816                         *CURRENT SURVEY CONTROL
 KU0816  ______________________________________________________________________
 KU0816* NAD 83(1986) POSITION- 40 15 55.     (N) 073 59 51.     (W)   SCALED
 KU0816* NAVD 88 ORTHO HEIGHT -    10.987 (meters)       36.05  (feet) ADJUSTED
 KU0816  ______________________________________________________________________
 KU0816  GEOID HEIGHT    -        -32.770 (meters)                     GEOID18
 KU0816  DYNAMIC HEIGHT  -         10.982 (meters)       36.03  (feet) COMP
 KU0816  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 KU0816
 KU0816  VERT ORDER      -  FIRST     CLASS II
 KU0816
 KU0816.The horizontal coordinates were scaled from a map and have
 KU0816.an estimated accuracy of +/- 6 seconds.
 KU0816
 KU0816.The orthometric height was determined by differential leveling and
 KU0816.adjusted by the NATIONAL GEODETIC SURVEY
 KU0816.in June 1991.
 KU0816
 KU0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0816.GEOID18 height accuracy estimate available here.
 KU0816
 KU0816.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK852576(NAD 83)
 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
 KU0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0816.See file dsdata.pdf to determine how the superseded data were derived.
 KU0816
 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             CGS
 KU0816  HISTORY     - 1964     MARK NOT FOUND   CGS
 KU0816
 KU0816                          STATION DESCRIPTION
 KU0816
 KU0816'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 KU0816'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0672 ***********************************************************************
 JU0672  DESIGNATION -  37.59 NJGS
 JU0672  PID         -  JU0672
 JU0672  STATE/COUNTY-  NJ/GLOUCESTER
 JU0672  COUNTRY     -  US
 JU0672  USGS QUAD   -  WOODBURY (2019)
 JU0672
 JU0672                         *CURRENT SURVEY CONTROL
 JU0672  ______________________________________________________________________
 JU0672* NAD 83(1986) POSITION- 39 50 03.     (N) 075 09 02.     (W)   SCALED
 JU0672* NAVD 88 ORTHO HEIGHT -    11.240 (meters)       36.88  (feet) POSTED
 JU0672  ______________________________________________________________________
 JU0672  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 JU0672  DYNAMIC HEIGHT  -         11.23  (meters)       36.8   (feet) COMP
 JU0672  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 JU0672
 JU0672  VERT ORDER      -  * POSTED, SEE BELOW
 JU0672
 JU0672.The horizontal coordinates were scaled from a 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
 JU0672.* This is a POSTED BENCH MARK height.
 JU0672
 JU0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0672.GEOID18 height accuracy estimate available here.
 JU0672
 JU0672.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK871093(NAD 83)
 JU0672
 JU0672                          SUPERSEDED SURVEY CONTROL
 JU0672
 JU0672  NGVD 29 (11/26/84)   11.601  (m)           38.06   (f) ADJUSTED    1 2
 JU0672
 JU0672.Superseded values are not recommended for survey control.
 JU0672
 JU0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0672.See file dsdata.pdf to determine how the superseded data were derived.
 JU0672
 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 = JULY 24, 2026 22:12:30 EDT
 LY0400 ***********************************************************************
 LY0400  DESIGNATION -  38.0
 LY0400  PID         -  LY0400
 LY0400  STATE/COUNTY-  NJ/MORRIS
 LY0400  COUNTRY     -  US
 LY0400  USGS QUAD   -  WANAQUE (2019)
 LY0400
 LY0400                         *CURRENT SURVEY CONTROL
 LY0400  ______________________________________________________________________
 LY0400* NAD 83(1986) POSITION- 41 00 47.     (N) 074 21 20.     (W)   SCALED
 LY0400* NAVD 88 ORTHO HEIGHT -   123.611 (meters)      405.55  (feet) ADJUSTED
 LY0400  ______________________________________________________________________
 LY0400  GEOID HEIGHT    -        -32.321 (meters)                     GEOID18
 LY0400  DYNAMIC HEIGHT  -        123.558 (meters)      405.37  (feet) COMP
 LY0400  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 LY0400
 LY0400  VERT ORDER      -  FIRST     CLASS II
 LY0400
 LY0400.The horizontal coordinates were scaled from a map and have
 LY0400.an estimated accuracy of +/- 6 seconds.
 LY0400
 LY0400.The orthometric height was determined by differential leveling and
 LY0400.adjusted by the NATIONAL GEODETIC SURVEY
 LY0400.in June 1991.
 LY0400
 LY0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0400.GEOID18 height accuracy estimate available here.
 LY0400
 LY0400.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL541404(NAD 83)
 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
 LY0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0400.See file dsdata.pdf to determine how the superseded data were derived.
 LY0400
 LY0400
 LY0400  HISTORY     - Date     Condition        Report By
 LY0400  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0400  HISTORY     - 1934     GOOD             CGS
 LY0400  HISTORY     - 20200302 MARK NOT FOUND   NJGS
 LY0400
 LY0400                          STATION DESCRIPTION
 LY0400
 LY0400'DESCRIBED BY COAST AND 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.
 LY0400
 LY0400                          STATION RECOVERY (2020)
 LY0400
 LY0400'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MJK)
 LY0400'NOT SUITABLE FOR LONG-TERM GPS OBSERVATIONS, TOO CLOSE TO ROAD,
 LY0400'RAILROAD AND POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0399 ***********************************************************************
 LY0399  DESIGNATION -  38.2
 LY0399  PID         -  LY0399
 LY0399  STATE/COUNTY-  NJ/MORRIS
 LY0399  COUNTRY     -  US
 LY0399  USGS QUAD   -  WANAQUE (2019)
 LY0399
 LY0399                         *CURRENT SURVEY CONTROL
 LY0399  ______________________________________________________________________
 LY0399* NAD 83(1986) POSITION- 41 00 23.     (N) 074 21 06.     (W)   SCALED
 LY0399* NAVD 88 ORTHO HEIGHT -   112.288 (meters)      368.40  (feet) ADJUSTED
 LY0399  ______________________________________________________________________
 LY0399  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 LY0399  DYNAMIC HEIGHT  -        112.240 (meters)      368.24  (feet) COMP
 LY0399  MODELED GRAVITY -    980,196.3   (mgal)                       NAVD 88
 LY0399
 LY0399  VERT ORDER      -  FIRST     CLASS II
 LY0399
 LY0399.The horizontal coordinates were scaled from a map and have
 LY0399.an estimated accuracy of +/- 6 seconds.
 LY0399
 LY0399.The orthometric height was determined by differential leveling and
 LY0399.adjusted by the NATIONAL GEODETIC SURVEY
 LY0399.in June 1991.
 LY0399
 LY0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0399.GEOID18 height accuracy estimate available here.
 LY0399
 LY0399.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL545396(NAD 83)
 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
 LY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0399.See file dsdata.pdf to determine how the superseded data were derived.
 LY0399
 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             CGS
 LY0399  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0399
 LY0399                          STATION DESCRIPTION
 LY0399
 LY0399'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0122 ***********************************************************************
 KV0122  DESIGNATION -  38.317 DLWRR
 KV0122  PID         -  KV0122
 KV0122  STATE/COUNTY-  NJ/BERGEN
 KV0122  COUNTRY     -  US
 KV0122  USGS QUAD   -  WEEHAWKEN (2016)
 KV0122
 KV0122                         *CURRENT SURVEY CONTROL
 KV0122  ______________________________________________________________________
 KV0122* NAD 83(1986) POSITION- 40 49 00.5    (N) 074 07 27.4    (W)   HD_HELD2
 KV0122* NAVD 88 ORTHO HEIGHT -    11.439 (meters)       37.53  (feet) ADJUSTED
 KV0122  ______________________________________________________________________
 KV0122  GEOID HEIGHT    -        -32.160 (meters)                     GEOID18
 KV0122  DYNAMIC HEIGHT  -         11.434 (meters)       37.51  (feet) COMP
 KV0122  MODELED GRAVITY -    980,224.4   (mgal)                       NAVD 88
 KV0122
 KV0122  VERT ORDER      -  FIRST     CLASS II
 KV0122
 KV0122.The horizontal coordinates were established by autonomous hand held GPS
 KV0122.observations and have an estimated accuracy of +/- 10 meters.
 KV0122
 KV0122.The orthometric height was determined by differential leveling and
 KV0122.adjusted by the NATIONAL GEODETIC SURVEY
 KV0122.in June 1991.
 KV0122
 KV0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0122.GEOID18 height accuracy estimate available here.
 KV0122
 KV0122.Click photographs - Photos may exist for this station.
 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       -   220,273.      181,696.      MT  (+/- 10 meters HH2 GPS)
 KV0122
 KV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7385318789(NAD 83)
 KV0122
 KV0122                          SUPERSEDED SURVEY CONTROL
 KV0122
 KV0122  NGVD 29 (11/26/84)   11.757  (m)           38.57   (f) ADJUSTED    1 2
 KV0122
 KV0122.Superseded values are not recommended for survey control.
 KV0122
 KV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0122.See file dsdata.pdf to determine how the superseded data were derived.
 KV0122
 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 = JULY 24, 2026 22:12:30 EDT
 JU0944 ***********************************************************************
 JU0944  DESIGNATION -  38.44
 JU0944  PID         -  JU0944
 JU0944  STATE/COUNTY-  NJ/CUMBERLAND
 JU0944  COUNTRY     -  US
 JU0944  USGS QUAD   -  BRIDGETON (2019)
 JU0944
 JU0944                         *CURRENT SURVEY CONTROL
 JU0944  ______________________________________________________________________
 JU0944* NAD 83(1986) POSITION- 39 25 43.94   (N) 075 13 52.19   (W)   HD_HELD1
 JU0944* NAVD 88 ORTHO HEIGHT -    11.443 (meters)       37.54  (feet) ADJUSTED
 JU0944  ______________________________________________________________________
 JU0944  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 JU0944  DYNAMIC HEIGHT  -         11.438 (meters)       37.53  (feet) COMP
 JU0944  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 JU0944
 JU0944  VERT ORDER      -  FIRST     CLASS II
 JU0944
 JU0944.The horizontal coordinates were determined by differentially corrected
 JU0944.hand held GPS observations or other comparable positioning techniques
 JU0944.and have an estimated accuracy of +/- 3 meters.
 JU0944
 JU0944.The orthometric height was determined by differential leveling and
 JU0944.adjusted by the NATIONAL GEODETIC SURVEY
 JU0944.in April 2013.
 JU0944
 JU0944.No vertical observational check was made to the station.
 JU0944
 JU0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0944.GEOID18 height accuracy estimate available here.
 JU0944
 JU0944.Click photographs - Photos may exist for this station.
 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       -    66,364.0      87,052.0     MT  (+/- 3 meters HH1 GPS) 
 JU0944
 JU0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8010464396(NAD 83)
 JU0944
 JU0944                          SUPERSEDED SURVEY CONTROL
 JU0944
 JU0944  NAVD 88 (06/15/91)   11.450  (m)           37.57   (f) SUPERSEDED  1 2
 JU0944  NGVD 29 (01/10/92)   11.759  (m)           38.58   (f) ADJUSTED    1 2
 JU0944  NGVD 29 (??/??/87)   11.831  (m)           38.82   (f) SUPERSEDED  1 2
 JU0944
 JU0944.Superseded values are not recommended for survey control.
 JU0944
 JU0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0944.See file dsdata.pdf to determine how the superseded data were derived.
 JU0944
 JU0944_MARKER: X = CHISELED CROSS
 JU0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0944_SP_SET: PORCH
 JU0944_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0944+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 JU0944
 JU0944  HISTORY     - Date     Condition        Report By
 JU0944  HISTORY     - UNK      MONUMENTED       NJGS
 JU0944  HISTORY     - 1934     GOOD             CGS
 JU0944  HISTORY     - 1979     GOOD             NGS
 JU0944  HISTORY     - 20070625 POOR             UE
 JU0944  HISTORY     - 20110531 GOOD             NJGS
 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'
 JU0944
 JU0944                          STATION RECOVERY (2007)
 JU0944
 JU0944'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0944'BARELY RECOGNIZABLE.
 JU0944
 JU0944                          STATION RECOVERY (2011)
 JU0944
 JU0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0944'THE STATION WAS RECOVERED AT THIS TIME.
 JU0944'
 JU0944'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, AT THE NORTHEAST
 JU0944'CORNER OF THE JUNCTION OF EAST COMMERCE STREET AND BANK STREET, SET
 JU0944'ATOP AND IN THE SOUTHWEST CORNER OF THE RAISED STONE PORCH OF THE
 JU0944'FORMER POST OFFICE, NOW THE BRIDGETON CITY HALL ANNEX.
 JU0944'
 JU0944'TO REACH THE STATION FROM THE JUNCTION OF COMMERCE STREET EAST (COUNTY
 JU0944'ROAD 670) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 JU0944'0.1 MI (0.2 KM) EAST ON EAST COMMERCE STREET TO THE JUNCTION WITH BANK
 JU0944'STREET AND THE STATION ON THE LEFT.
 JU0944'
 JU0944'THE STATION IS 16.5 FT (5.0 M) EAST OF THE FLAG POLE IN FRONT OF THE
 JU0944'BUILDING, 26.5 FT (8.1 M) WEST-SOUTHWEST OF THE DOUBLE DOORS OF THE
 JU0944'FRONT ENTRANCE, 1.5 FT (0.5 M) WEST-SOUTHWEST OF THE CENTER OF THE
 JU0944'MOST WESTERLY COLUMN OF THE PORCH, 9.4 FT (2.9 M) SOUTH-SOUTHWEST OF
 JU0944'THE SOUTH WALL OF THE BUILDING.  THE STATION IS ABOUT 3.3 FT (1.0 M)
 JU0944'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9927 ***********************************************************************
 DL9927  DESIGNATION -  382
 DL9927  PID         -  DL9927
 DL9927  STATE/COUNTY-  NJ/SOMERSET
 DL9927  COUNTRY     -  US
 DL9927  USGS QUAD   -  RARITAN (2019)
 DL9927
 DL9927                         *CURRENT SURVEY CONTROL
 DL9927  ______________________________________________________________________
 DL9927* NAD 83(2011) POSITION- 40 33 55.67396(N) 074 38 14.60142(W)   ADJUSTED
 DL9927* NAD 83(2011) ELLIP HT-   -14.839 (meters)        (06/27/12)   ADJUSTED
 DL9927* NAD 83(2011) EPOCH   -  2010.00
 DL9927* NAVD 88 ORTHO HEIGHT -    18.3   (meters)       60.    (feet) GPS OBS
 DL9927  ______________________________________________________________________
 DL9927  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9927  GEOID HEIGHT    -        -33.109 (meters)                     GEOID09
 DL9927  GEOID HEIGHT    -        -33.388 (meters)                     GEOID18
 DL9927  NAD 83(2011) X  -  1,285,451.790 (meters)                     COMP
 DL9927  NAD 83(2011) Y  - -4,678,726.631 (meters)                     COMP
 DL9927  NAD 83(2011) Z  -  4,125,875.352 (meters)                     COMP
 DL9927  LAPLACE CORR    -          4.07  (seconds)                    DEFLEC18
 DL9927
 DL9927  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9927  Standards:
 DL9927         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9927            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9927  -------------------------------------------------------------------
 DL9927  NETWORK    1.50   2.67           0.68   0.52   1.36      0.13491727
 DL9927  -------------------------------------------------------------------
 DL9927  Click here for local accuracies and other accuracy information.
 DL9927
 DL9927.The horizontal coordinates were established by GPS observations
 DL9927.and adjusted by the National Geodetic Survey in June 2012.
 DL9927
 DL9927.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9927.been affixed to the stable North American tectonic plate. See 
 DL9927.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9927
 DL9927.The horizontal coordinates are valid at the epoch date displayed above
 DL9927.which is a decimal equivalence of Year/Month/Day.
 DL9927
 DL9927.The orthometric height was determined by GPS observations and a
 DL9927.high-resolution geoid model.
 DL9927
 DL9927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9927.GEOID18 height accuracy estimate available here.
 DL9927
 DL9927.Click photographs - Photos may exist for this station.
 DL9927
 DL9927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9927
 DL9927.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9927
 DL9927.The ellipsoidal height was determined by GPS observations
 DL9927.and is referenced to NAD 83.
 DL9927
 DL9927. The following values were computed from the NAD 83(2011) position.
 DL9927
 DL9927;                    North         East     Units Scale Factor Converg.
 DL9927;SPC NJ       -   192,306.473   138,366.308   MT  0.99990167   -0 05 21.6
 DL9927;SPC NJ       -   630,925.49    453,956.80   sFT  0.99990167   -0 05 21.6
 DL9927;UTM  18      - 4,490,584.543   530,695.549   MT  0.99961160   +0 14 08.9
 DL9927
 DL9927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9927!SPC NJ       -   1.00000233  x   0.99990167  =   0.99990400
 DL9927!UTM  18      -   1.00000233  x   0.99961160  =   0.99961393
 DL9927
 DL9927:                Primary Azimuth Mark                     Grid Az
 DL9927:SPC NJ       -  383                                      157 35 36.5
 DL9927:UTM  18      -  383                                      157 16 06.0
 DL9927
 DL9927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3069590584(NAD 83)
 DL9927
 DL9927|---------------------------------------------------------------------|
 DL9927| PID    Reference Object                     Distance      Geod. Az  |
 DL9927|                                                           dddmmss.s |
 DL9927| DL9928 383                                 APPROX. 0.5 KM 1573014.9 |
 DL9927|---------------------------------------------------------------------|
 DL9927
 DL9927                          SUPERSEDED SURVEY CONTROL
 DL9927
 DL9927  NAD 83(2007)-  40 33 55.67397(N)    074 38 14.60214(W) AD(2002.00) 1
 DL9927  ELLIP H (07/18/10)  -14.863  (m)                       GP(2002.00) 4 2
 DL9927
 DL9927.Superseded values are not recommended for survey control.
 DL9927
 DL9927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9927.See file dsdata.pdf to determine how the superseded data were derived.
 DL9927
 DL9927_MARKER: DD = SURVEY DISK
 DL9927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9927_STAMPING: SC 382 2004
 DL9927_MARK LOGO: NJ-035
 DL9927_PROJECTION: FLUSH
 DL9927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9927+STABILITY: SURFACE MOTION
 DL9927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9927+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2020
 DL9927
 DL9927  HISTORY     - Date     Condition        Report By
 DL9927  HISTORY     - 20070302 MONUMENTED       B2A
 DL9927  HISTORY     - 20100727 GOOD             B2A
 DL9927  HISTORY     - 20200501 GOOD             NJGS
 DL9927
 DL9927                          STATION DESCRIPTION
 DL9927
 DL9927'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9927'SC 382 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9927'STATION IS LOCATED IN RARITAN TOWNSHIP ON SOUTHWESTERLY SIDE OF THE
 DL9927'INTERSECTION OF LYMAN STREET AND CANAL STREET.
 DL9927'
 DL9927'TO REACH THE STATION FROM ROUTE 202 NORTH, TAKE THE EXIT TOWARD FIRST
 DL9927'AVE/CR-567 AND TRAVEL 0.5 MILES.  CONTINUE ON CR-625 FOR 300 FEET.
 DL9927'THE STATION IS 17.75 FT (5.4 M) NORTH OF UTILITY POLE 799, 12.08 FT
 DL9927'(3.7 M) SOUTHEAST OF A LAMP POST ON LYMAN STREET, AND 12.39 FT (3.8 M)
 DL9927'SOUTHWEST OF THE SOUTHEASTERN CORNER OF AN INLET ON LYMAN STREET.  THE
 DL9927'STATION IS A DISK SET IN A CONCRETE MONUMENT.
 DL9927
 DL9927                          STATION RECOVERY (2010)
 DL9927
 DL9927'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9927'RECOVERED IN GOOD CONDITION.
 DL9927
 DL9927                          STATION RECOVERY (2020)
 DL9927
 DL9927'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9928 ***********************************************************************
 DL9928  DESIGNATION -  383
 DL9928  PID         -  DL9928
 DL9928  STATE/COUNTY-  NJ/SOMERSET
 DL9928  COUNTRY     -  US
 DL9928  USGS QUAD   -  RARITAN (2019)
 DL9928
 DL9928                         *CURRENT SURVEY CONTROL
 DL9928  ______________________________________________________________________
 DL9928* NAD 83(2011) POSITION- 40 33 40.23172(N) 074 38 06.21632(W)   ADJUSTED
 DL9928* NAD 83(2011) ELLIP HT-   -20.227 (meters)        (06/27/12)   ADJUSTED
 DL9928* NAD 83(2011) EPOCH   -  2010.00
 DL9928* NAVD 88 ORTHO HEIGHT -    12.9   (meters)       42.    (feet) GPS OBS
 DL9928  ______________________________________________________________________
 DL9928  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9928  GEOID HEIGHT    -        -33.090 (meters)                     GEOID09
 DL9928  GEOID HEIGHT    -        -33.387 (meters)                     GEOID18
 DL9928  NAD 83(2011) X  -  1,285,722.978 (meters)                     COMP
 DL9928  NAD 83(2011) Y  - -4,678,969.104 (meters)                     COMP
 DL9928  NAD 83(2011) Z  -  4,125,509.986 (meters)                     COMP
 DL9928  LAPLACE CORR    -          4.16  (seconds)                    DEFLEC18
 DL9928
 DL9928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9928  Standards:
 DL9928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9928  -------------------------------------------------------------------
 DL9928  NETWORK    1.16   2.20           0.52   0.41   1.12      0.16949473
 DL9928  -------------------------------------------------------------------
 DL9928  Click here for local accuracies and other accuracy information.
 DL9928
 DL9928.The horizontal coordinates were established by GPS observations
 DL9928.and adjusted by the National Geodetic Survey in June 2012.
 DL9928
 DL9928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9928.been affixed to the stable North American tectonic plate. See 
 DL9928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9928
 DL9928.The horizontal coordinates are valid at the epoch date displayed above
 DL9928.which is a decimal equivalence of Year/Month/Day.
 DL9928
 DL9928.The orthometric height was determined by GPS observations and a
 DL9928.high-resolution geoid model.
 DL9928
 DL9928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9928.GEOID18 height accuracy estimate available here.
 DL9928
 DL9928.Click photographs - Photos may exist for this station.
 DL9928
 DL9928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9928
 DL9928.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9928
 DL9928.The ellipsoidal height was determined by GPS observations
 DL9928.and is referenced to NAD 83.
 DL9928
 DL9928. The following values were computed from the NAD 83(2011) position.
 DL9928
 DL9928;                    North         East     Units Scale Factor Converg.
 DL9928;SPC NJ       -   191,829.885   138,562.807   MT  0.99990161   -0 05 16.2
 DL9928;SPC NJ       -   629,361.88    454,601.48   sFT  0.99990161   -0 05 16.2
 DL9928;UTM  18      - 4,490,109.216   530,894.692   MT  0.99961175   +0 14 14.3
 DL9928
 DL9928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9928!SPC NJ       -   1.00000317  x   0.99990161  =   0.99990478
 DL9928!UTM  18      -   1.00000317  x   0.99961175  =   0.99961492
 DL9928
 DL9928:                Primary Azimuth Mark                     Grid Az
 DL9928:SPC NJ       -  382                                      337 35 36.6
 DL9928:UTM  18      -  382                                      337 16 06.1
 DL9928
 DL9928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3089490109(NAD 83)
 DL9928
 DL9928|---------------------------------------------------------------------|
 DL9928| PID    Reference Object                     Distance      Geod. Az  |
 DL9928|                                                           dddmmss.s |
 DL9928| DL9927 382                                 APPROX. 0.5 KM 3373020.4 |
 DL9928|---------------------------------------------------------------------|
 DL9928
 DL9928                          SUPERSEDED SURVEY CONTROL
 DL9928
 DL9928  NAD 83(2007)-  40 33 40.23166(N)    074 38 06.21694(W) AD(2002.00) 1
 DL9928  ELLIP H (07/18/10)  -20.247  (m)                       GP(2002.00) 4 2
 DL9928
 DL9928.Superseded values are not recommended for survey control.
 DL9928
 DL9928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9928.See file dsdata.pdf to determine how the superseded data were derived.
 DL9928
 DL9928_MARKER: DD = SURVEY DISK
 DL9928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9928_STAMPING: SC 383 2004
 DL9928_MARK LOGO: NJ-035
 DL9928_PROJECTION: FLUSH
 DL9928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9928+STABILITY: SURFACE MOTION
 DL9928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9928+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2020
 DL9928
 DL9928  HISTORY     - Date     Condition        Report By
 DL9928  HISTORY     - 20070302 MONUMENTED       B2A
 DL9928  HISTORY     - 20100727 GOOD             B2A
 DL9928  HISTORY     - 20200511 GOOD             NJGS
 DL9928  HISTORY     - 20200512 GOOD             NJGS
 DL9928
 DL9928                          STATION DESCRIPTION
 DL9928
 DL9928'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9928'SC 383 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9928'STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP ON THE SOUTHERLY SIDE OF
 DL9928'ROYCEFIELD ROAD (CR-625).
 DL9928'
 DL9928'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 206 AND CR-626,
 DL9928'TRAVEL WEST ALONG CR-626.  TURN LEFT ONTO CR-625 AND TRAVEL 0.9 MILES.
 DL9928'MAKE A SLIGHT LEFT ONTO ROYCEFIELD ROAD AND TRAVEL 0.1 MILES.  THE
 DL9928'STATION IS 88.10 FT (26.9 M) SOUTHEAST OF UTILITY POLE 989, 39.95 FT
 DL9928'(12.2 M) SOUTHWEST OF THE EASTERN SIDE OF A STONE WALL ON THE OPPOSITE
 DL9928'SIDE OF ROYCEFIELD ROAD, 70.85 FT (21.6 M) SOUTHWEST OF A STANDPIPE ON
 DL9928'THE OPPOSITE SIDE OF ROYCEFIELD ROAD, AND 3.80 FT (1.2 M) SOUTH OF THE
 DL9928'CURB ALONG ROYCEFIELD ROAD.  THE STATION IS A DISK SET IN A CONCRETE
 DL9928'MONUMENT.
 DL9928
 DL9928                          STATION RECOVERY (2010)
 DL9928
 DL9928'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9928'RECOVERED IN GOOD CONDITION.
 DL9928
 DL9928                          STATION RECOVERY (2020)
 DL9928
 DL9928'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9928'RECOVERED IN GOOD CONDITION.
 DL9928
 DL9928                          STATION RECOVERY (2020)
 DL9928
 DL9928'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1702 ***********************************************************************
 KV1702  DESIGNATION -  39.99
 KV1702  PID         -  KV1702
 KV1702  STATE/COUNTY-  NJ/HUNTERDON
 KV1702  COUNTRY     -  US
 KV1702  USGS QUAD   -  RIEGELSVILLE (2019)
 KV1702
 KV1702                         *CURRENT SURVEY CONTROL
 KV1702  ______________________________________________________________________
 KV1702* NAD 83(1986) POSITION- 40 34 07.     (N) 075 10 57.     (W)   SCALED
 KV1702* NAVD 88 ORTHO HEIGHT -    46.247 (meters)      151.73  (feet) ADJUSTED
 KV1702  ______________________________________________________________________
 KV1702  GEOID HEIGHT    -        -34.215 (meters)                     GEOID18
 KV1702  DYNAMIC HEIGHT  -         46.225 (meters)      151.66  (feet) COMP
 KV1702  MODELED GRAVITY -    980,148.7   (mgal)                       NAVD 88
 KV1702
 KV1702  VERT ORDER      -  FIRST     CLASS I
 KV1702
 KV1702.The horizontal coordinates were scaled from a map and have
 KV1702.an estimated accuracy of +/- 6 seconds.
 KV1702
 KV1702.The orthometric height was determined by differential leveling and
 KV1702.adjusted by the NATIONAL GEODETIC SURVEY
 KV1702.in June 1991.
 KV1702
 KV1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1702.GEOID18 height accuracy estimate available here.
 KV1702
 KV1702.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK845908(NAD 83)
 KV1702
 KV1702                          SUPERSEDED SURVEY CONTROL
 KV1702
 KV1702  NGVD 29 (01/10/92)   46.496  (m)          152.55   (f) ADJUSTED    1 1
 KV1702  NGVD 29 (??/??/87)   46.496  (m)          152.55   (f) SUPERSEDED  1 1
 KV1702
 KV1702.Superseded values are not recommended for survey control.
 KV1702
 KV1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1702.See file dsdata.pdf to determine how the superseded data were derived.
 KV1702
 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 = JULY 24, 2026 22:12:30 EDT
 AI4373 ***********************************************************************
 AI4373  DESIGNATION -  3945
 AI4373  PID         -  AI4373
 AI4373  STATE/COUNTY-  NJ/CAMDEN
 AI4373  COUNTRY     -  US
 AI4373  USGS QUAD   -  CAMDEN (2019)
 AI4373
 AI4373                         *CURRENT SURVEY CONTROL
 AI4373  ______________________________________________________________________
 AI4373* NAD 83(2011) POSITION- 39 55 59.79458(N) 075 05 08.64791(W)   ADJUSTED
 AI4373* NAD 83(2011) ELLIP HT-   -29.431 (meters)        (06/27/12)   ADJUSTED
 AI4373* NAD 83(2011) EPOCH   -  2010.00
 AI4373* NAVD 88 ORTHO HEIGHT -     3.4   (meters)       11.    (feet) GPS OBS
 AI4373  ______________________________________________________________________
 AI4373  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4373  GEOID HEIGHT    -        -32.872 (meters)                     GEOID99
 AI4373  GEOID HEIGHT    -        -32.863 (meters)                     GEOID18
 AI4373  NAD 83(2011) X  -  1,260,471.667 (meters)                     COMP
 AI4373  NAD 83(2011) Y  - -4,732,458.957 (meters)                     COMP
 AI4373  NAD 83(2011) Z  -  4,072,288.591 (meters)                     COMP
 AI4373  LAPLACE CORR    -          1.89  (seconds)                    DEFLEC18
 AI4373
 AI4373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4373  Standards:
 AI4373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4373  -------------------------------------------------------------------
 AI4373  NETWORK    0.73   1.27           0.34   0.24   0.65      0.04021291
 AI4373  -------------------------------------------------------------------
 AI4373  Click here for local accuracies and other accuracy information.
 AI4373
 AI4373.The horizontal coordinates were established by GPS observations
 AI4373.and adjusted by the National Geodetic Survey in June 2012.
 AI4373
 AI4373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4373.been affixed to the stable North American tectonic plate. See 
 AI4373.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4373
 AI4373.The horizontal coordinates are valid at the epoch date displayed above
 AI4373.which is a decimal equivalence of Year/Month/Day.
 AI4373
 AI4373.The orthometric height was determined by GPS observations and a
 AI4373.high-resolution geoid model.
 AI4373
 AI4373.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4373.GEOID18 height accuracy estimate available here.
 AI4373
 AI4373.Click photographs - Photos may exist for this station.
 AI4373
 AI4373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4373
 AI4373.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4373
 AI4373.The ellipsoidal height was determined by GPS observations
 AI4373.and is referenced to NAD 83.
 AI4373
 AI4373. The following values were computed from the NAD 83(2011) position.
 AI4373
 AI4373;                    North         East     Units Scale Factor Converg.
 AI4373;SPC NJ       -   122,270.806    99,937.985   MT  0.99993084   -0 22 33.6
 AI4373;SPC NJ       -   401,150.14    327,879.87   sFT  0.99993084   -0 22 33.6
 AI4373;UTM  18      - 4,420,355.098   492,674.522   MT  0.99960066   -0 03 18.1
 AI4373
 AI4373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4373!SPC NJ       -   1.00000462  x   0.99993084  =   0.99993546
 AI4373!UTM  18      -   1.00000462  x   0.99960066  =   0.99960528
 AI4373
 AI4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9267420355(NAD 83)
 AI4373
 AI4373                          SUPERSEDED SURVEY CONTROL
 AI4373
 AI4373  NAD 83(2007)-  39 55 59.79498(N)    075 05 08.64859(W) AD(2002.00) 0
 AI4373  ELLIP H (02/10/07)  -29.424  (m)                       GP(2002.00)    
 AI4373  ELLIP H (09/25/02)  -29.375  (m)                       GP(       ) 4 1
 AI4373  NAD 83(1996)-  39 55 59.79503(N)    075 05 08.64845(W) AD(       ) 1
 AI4373  ELLIP H (03/31/00)  -29.384  (m)                       GP(       ) 3 1
 AI4373
 AI4373.Superseded values are not recommended for survey control.
 AI4373
 AI4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4373.See file dsdata.pdf to determine how the superseded data were derived.
 AI4373
 AI4373_MARKER: DD = SURVEY DISK
 AI4373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4373_STAMPING: 3945 12.548
 AI4373_MARK LOGO: CGS+SS
 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 - October 18, 2006
 AI4373
 AI4373  HISTORY     - Date     Condition        Report By
 AI4373  HISTORY     - 1937     MONUMENTED       NJGS
 AI4373  HISTORY     - 19990615 GOOD             NJGS
 AI4373  HISTORY     - 20061018 GOOD             NAVNEW
 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.
 AI4373
 AI4373                          STATION RECOVERY (2006)
 AI4373
 AI4373'RECOVERY NOTE BY NAVE NEWELL INCORPORATED 2006 (RAA)
 AI4373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9943 ***********************************************************************
 DL9943  DESIGNATION -  398
 DL9943  PID         -  DL9943
 DL9943  STATE/COUNTY-  NJ/SOMERSET
 DL9943  COUNTRY     -  US
 DL9943  USGS QUAD   -  MONMOUTH JUNCTION (2016)
 DL9943
 DL9943                         *CURRENT SURVEY CONTROL
 DL9943  ______________________________________________________________________
 DL9943* NAD 83(2011) POSITION- 40 28 12.70292(N) 074 35 34.11398(W)   ADJUSTED
 DL9943* NAD 83(2011) ELLIP HT-     0.412 (meters)        (06/27/12)   ADJUSTED
 DL9943* NAD 83(2011) EPOCH   -  2010.00
 DL9943* NAVD 88 ORTHO HEIGHT -    33.1   (meters)      109.    (feet) GPS OBS
 DL9943  ______________________________________________________________________
 DL9943  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9943  GEOID HEIGHT    -        -32.712 (meters)                     GEOID09
 DL9943  GEOID HEIGHT    -        -33.289 (meters)                     GEOID18
 DL9943  NAD 83(2011) X  -  1,290,920.868 (meters)                     COMP
 DL9943  NAD 83(2011) Y  - -4,684,362.349 (meters)                     COMP
 DL9943  NAD 83(2011) Z  -  4,117,842.930 (meters)                     COMP
 DL9943  LAPLACE CORR    -          5.11  (seconds)                    DEFLEC18
 DL9943
 DL9943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9943  Standards:
 DL9943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9943  -------------------------------------------------------------------
 DL9943  NETWORK    1.26   2.25           0.57   0.44   1.15      0.00759054
 DL9943  -------------------------------------------------------------------
 DL9943  Click here for local accuracies and other accuracy information.
 DL9943
 DL9943.The horizontal coordinates were established by GPS observations
 DL9943.and adjusted by the National Geodetic Survey in June 2012.
 DL9943
 DL9943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9943.been affixed to the stable North American tectonic plate. See 
 DL9943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9943
 DL9943.The horizontal coordinates are valid at the epoch date displayed above
 DL9943.which is a decimal equivalence of Year/Month/Day.
 DL9943
 DL9943.The orthometric height was determined by GPS observations and a
 DL9943.high-resolution geoid model.
 DL9943
 DL9943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9943.GEOID18 height accuracy estimate available here.
 DL9943
 DL9943.Click photographs - Photos may exist for this station.
 DL9943
 DL9943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9943
 DL9943.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9943
 DL9943.The ellipsoidal height was determined by GPS observations
 DL9943.and is referenced to NAD 83.
 DL9943
 DL9943. The following values were computed from the NAD 83(2011) position.
 DL9943
 DL9943;                    North         East     Units Scale Factor Converg.
 DL9943;SPC NJ       -   181,723.408   142,130.057   MT  0.99990076   -0 03 36.9
 DL9943;SPC NJ       -   596,204.21    466,305.03   sFT  0.99990076   -0 03 36.9
 DL9943;UTM  18      - 4,480,026.030   534,518.138   MT  0.99961467   +0 15 51.4
 DL9943
 DL9943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9943!SPC NJ       -   0.99999994  x   0.99990076  =   0.99990070
 DL9943!UTM  18      -   0.99999994  x   0.99961467  =   0.99961461
 DL9943
 DL9943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3451880026(NAD 83)
 DL9943
 DL9943                          SUPERSEDED SURVEY CONTROL
 DL9943
 DL9943  NAD 83(2007)-  40 28 12.70259(N)    074 35 34.11445(W) AD(2002.00) 1
 DL9943  ELLIP H (07/18/10)    0.422  (m)                       GP(2002.00) 4 2
 DL9943
 DL9943.Superseded values are not recommended for survey control.
 DL9943
 DL9943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9943.See file dsdata.pdf to determine how the superseded data were derived.
 DL9943
 DL9943_MARKER: DD = SURVEY DISK
 DL9943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9943_STAMPING: SC 398 2004
 DL9943_MARK LOGO: NJ-035
 DL9943_PROJECTION: FLUSH
 DL9943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9943+STABILITY: SURFACE MOTION
 DL9943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9943+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2020
 DL9943
 DL9943  HISTORY     - Date     Condition        Report By
 DL9943  HISTORY     - 20070302 MONUMENTED       B2A
 DL9943  HISTORY     - 20100727 GOOD             B2A
 DL9943  HISTORY     - 20200901 GOOD             NJGS
 DL9943
 DL9943                          STATION DESCRIPTION
 DL9943
 DL9943'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9943'SC 398 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9943'STATION IS LOCATED HILLSBOROUGH TOWNSHIP, ON THE SOUTHEAST CORNER OF
 DL9943'THE JUNCTION OF HILLSBOROUGH ROAD AND STEEPLE DRIVE, BETWEEN THE CURB
 DL9943'AND THE SIDEWALK.
 DL9943'
 DL9943'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND THE
 DL9943'JUNCTION OF AMWELL ROAD, COUNTY ROAD 514, GO SOUTH ON US HIGHWAY 206
 DL9943'2.25 KM (1.4 MI) TO HILLSBOROUGH ROAD.  TURN LEFT ONTO HILLSBOROUGH
 DL9943'ROAD AND GO 5.31 KM (3.3 MI) TO THE JUNCTION OF STEEPLE DRIVE.  THE
 DL9943'STATION IS LOCATED 10.36 M (34.0 FT) SOUTH OF THE HILLSBOROUGH ROAD
 DL9943'CENTERLINE, 10.36 M (34.0 FT) EAST OF THE STEEPLE DRIVE CENTERLINE,
 DL9943'4.02 M (13.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF A TYPE B INLET,
 DL9943'AND 9.12 M (29.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A TYPE B
 DL9943'INLET.  THE STATION IS FLUSH WITH THE GROUND.
 DL9943
 DL9943                          STATION RECOVERY (2010)
 DL9943
 DL9943'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9943'RECOVERED IN GOOD CONDITION.
 DL9943
 DL9943                          STATION RECOVERY (2020)
 DL9943
 DL9943'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9943'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3320 ***********************************************************************
 DI3320  DESIGNATION -  3999
 DI3320  PID         -  DI3320
 DI3320  STATE/COUNTY-  NJ/CAMDEN
 DI3320  COUNTRY     -  US
 DI3320  USGS QUAD   -  RUNNEMEDE (2019)
 DI3320
 DI3320                         *CURRENT SURVEY CONTROL
 DI3320  ______________________________________________________________________
 DI3320* NAD 83(1986) POSITION- 39 51 13.     (N) 075 02 19.     (W)   SCALED
 DI3320* NAVD 88 ORTHO HEIGHT -    22.198 (meters)       72.83  (feet) ADJUSTED
 DI3320  ______________________________________________________________________
 DI3320  GEOID HEIGHT    -        -32.854 (meters)                     GEOID18
 DI3320  DYNAMIC HEIGHT  -         22.188 (meters)       72.80  (feet) COMP
 DI3320  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 DI3320
 DI3320  VERT ORDER      -  FIRST     CLASS II
 DI3320
 DI3320.The horizontal coordinates were scaled from a map and have
 DI3320.an estimated accuracy of +/- 6 seconds.
 DI3320
 DI3320.The orthometric height was determined by differential leveling and
 DI3320.adjusted by the NATIONAL GEODETIC SURVEY
 DI3320.in June 2007.
 DI3320
 DI3320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3320.GEOID18 height accuracy estimate available here.
 DI3320
 DI3320.Click photographs - Photos may exist for this station.
 DI3320
 DI3320.The dynamic height is computed by dividing the NAVD 88
 DI3320.geopotential number by the normal gravity value computed on the
 DI3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3320.degrees latitude (g = 980.6199 gals.).
 DI3320
 DI3320.The modeled gravity was interpolated from observed gravity values.
 DI3320
 DI3320;                    North         East    Units  Estimated Accuracy
 DI3320;SPC NJ       -   113,400.      103,910.      MT  (+/- 180 meters Scaled)
 DI3320
 DI3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK966115(NAD 83)
 DI3320
 DI3320                          SUPERSEDED SURVEY CONTROL
 DI3320
 DI3320.No superseded survey control is available for this station.
 DI3320
 DI3320_MARKER: DD = SURVEY DISK
 DI3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3320_STAMPING: 3999 73.989
 DI3320_MARK LOGO: NJDCED
 DI3320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3320+STABILITY: SURFACE MOTION
 DI3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3320+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 DI3320
 DI3320  HISTORY     - Date     Condition        Report By
 DI3320  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3320  HISTORY     - 20050920 GOOD             NJGS
 DI3320  HISTORY     - 20081222 GOOD             BOSWEL
 DI3320
 DI3320                          STATION DESCRIPTION
 DI3320
 DI3320'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3320'THE STATION IS LOCATED IN THE BOROUGH OF MAGNOLIA ON THE NORTHWEST
 DI3320'CORNER OF EVESHAM  ROAD (COUNTY ROAD 544)  AND WALNUT AVENUE.
 DI3320'
 DI3320'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DI3320'EVESHAM ROAD, GO  SOUTHWEST ON EVESHAM ROAD FOR 0.6 MI (0.97 KM) TO
 DI3320'THE STATION ON THE RIGHT, SET FLUSH  WITH THE GROUND.
 DI3320'
 DI3320'THE STATION IS 8.2 M (26.9 FT) NORTH FROM THE CENTERLINE OF EVESHAM
 DI3320'ROAD, 10.4 M (34.1 FT)  NORTHWEST FROM WOOD UTILITY POLE NUMBER 60261
 DI3320'AND 13.3 M (43.6 FT) SOUTHEAST FROM THE  SOUTHEAST CORNER OF HOUSE
 DI3320'NUMBER 411 (2.5 STORY FRAME).  THE STATION IS JUST NORTH OF  THE NORTH
 DI3320'EDGE OF THE SIDEWALK.
 DI3320
 DI3320                          STATION RECOVERY (2008)
 DI3320
 DI3320'RECOVERY NOTE BY BOSWELL ENGINEERING 2008 (LB)
 DI3320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0416 ***********************************************************************
 LY0416  DESIGNATION -  4
 LY0416  PID         -  LY0416
 LY0416  STATE/COUNTY-  NJ/MORRIS
 LY0416  COUNTRY     -  US
 LY0416  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0416
 LY0416                         *CURRENT SURVEY CONTROL
 LY0416  ______________________________________________________________________
 LY0416* NAD 83(1986) POSITION- 41 02 54.     (N) 074 26 40.     (W)   SCALED
 LY0416* NAVD 88 ORTHO HEIGHT -   237.088 (meters)      777.85  (feet) ADJUSTED
 LY0416  ______________________________________________________________________
 LY0416  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 LY0416  DYNAMIC HEIGHT  -        236.982 (meters)      777.50  (feet) COMP
 LY0416  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 LY0416
 LY0416  VERT ORDER      -  FIRST     CLASS II
 LY0416
 LY0416.The horizontal coordinates were scaled from a map and have
 LY0416.an estimated accuracy of +/- 6 seconds.
 LY0416
 LY0416.The orthometric height was determined by differential leveling and
 LY0416.adjusted by the NATIONAL GEODETIC SURVEY
 LY0416.in June 1991.
 LY0416
 LY0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0416.GEOID18 height accuracy estimate available here.
 LY0416
 LY0416.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL466442(NAD 83)
 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
 LY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0416.See file dsdata.pdf to determine how the superseded data were derived.
 LY0416
 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       NONE
 LY0416  HISTORY     - 1942     GOOD             CGS
 LY0416
 LY0416                          STATION DESCRIPTION
 LY0416
 LY0416'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 DI3324 ***********************************************************************
 DI3324  DESIGNATION -  4 A 2
 DI3324  PID         -  DI3324
 DI3324  STATE/COUNTY-  NJ/CAMDEN
 DI3324  COUNTRY     -  US
 DI3324  USGS QUAD   -  RUNNEMEDE (2019)
 DI3324
 DI3324                         *CURRENT SURVEY CONTROL
 DI3324  ______________________________________________________________________
 DI3324* NAD 83(1986) POSITION- 39 51 04.     (N) 075 02 51.     (W)   SCALED
 DI3324* NAVD 88 ORTHO HEIGHT -    17.493 (meters)       57.39  (feet) ADJUSTED
 DI3324  ______________________________________________________________________
 DI3324  GEOID HEIGHT    -        -32.861 (meters)                     GEOID18
 DI3324  DYNAMIC HEIGHT  -         17.485 (meters)       57.37  (feet) COMP
 DI3324  MODELED GRAVITY -    980,178.0   (mgal)                       NAVD 88
 DI3324
 DI3324  VERT ORDER      -  FIRST     CLASS II
 DI3324
 DI3324.The horizontal coordinates were scaled from a map and have
 DI3324.an estimated accuracy of +/- 6 seconds.
 DI3324
 DI3324.The orthometric height was determined by differential leveling and
 DI3324.adjusted by the NATIONAL GEODETIC SURVEY
 DI3324.in June 2007.
 DI3324
 DI3324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3324.GEOID18 height accuracy estimate available here.
 DI3324
 DI3324.Click photographs - Photos may exist for this station.
 DI3324
 DI3324.The dynamic height is computed by dividing the NAVD 88
 DI3324.geopotential number by the normal gravity value computed on the
 DI3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3324.degrees latitude (g = 980.6199 gals.).
 DI3324
 DI3324.The modeled gravity was interpolated from observed gravity values.
 DI3324
 DI3324;                    North         East    Units  Estimated Accuracy
 DI3324;SPC NJ       -   113,130.      103,150.      MT  (+/- 180 meters Scaled)
 DI3324
 DI3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK959112(NAD 83)
 DI3324
 DI3324                          SUPERSEDED SURVEY CONTROL
 DI3324
 DI3324.No superseded survey control is available for this station.
 DI3324
 DI3324_MARKER: DD = SURVEY DISK
 DI3324_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3324_SP_SET: CURB
 DI3324_STAMPING: 4 A 2 2003
 DI3324_MARK LOGO: NJGS
 DI3324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3324+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 DI3324
 DI3324  HISTORY     - Date     Condition        Report By
 DI3324  HISTORY     - 20030822 MONUMENTED       NJGS
 DI3324
 DI3324                          STATION DESCRIPTION
 DI3324
 DI3324'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3324'THE STATION IS LOCATED IN THE BOROUGH OF RUNNEMEDE ON THE NORTHWEST
 DI3324'SIDE OF EVESHAM  ROAD, COUNTY ROAD 544.
 DI3324'
 DI3324'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 168, THE
 DI3324'BLACK HORSE PIKE AND  EVESHAM ROAD, COUNTY ROAD 544, GO NORTHEAST ON
 DI3324'EVESHAM ROAD FOR 1.40 MI (2.25 KM) TO THE  TEE JUNCTION WITH FRESNO
 DI3324'DRIVE ON THE RIGHT AND THE STATION ON THE LEFT, SET FLUSH IN A  DRILL
 DI3324'HOLE IN THE NORTH CURB OF EVESHAM ROAD, IN FRONT OF HOUSE NUMBER 725
 DI3324'AND ALSO IN  RANGE WITH THE EAST CURBLINE EXTENDED OF FRESNO DRIVE.
 DI3324'
 DI3324'THE STATION IS 6.8 M (22.3 FT) NORTH FROM THE CENTERLINE OF EVESHAM
 DI3324'ROAD, 3.4 M (11.2 FT)  WEST FROM WOOD UTILITY POLE NUMBER 60317, 18.0
 DI3324'M (59.1 FT) NORTHWEST FROM A FIRE  HYDRANT PAINTED YELLOW ON THE SOUTH
 DI3324'SIDE OF EVESHAM ROAD AND 13.0 M (42.7 FT) SOUTHEAST  FROM THE
 DI3324'SOUTHWEST CORNER OF HOUSE NUMBER 725, A ONE STORY BRICK DWELLING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3230 ***********************************************************************
 DI3230  DESIGNATION -  4 B 2
 DI3230  PID         -  DI3230
 DI3230  STATE/COUNTY-  NJ/CAMDEN
 DI3230  COUNTRY     -  US
 DI3230  USGS QUAD   -  RUNNEMEDE (2019)
 DI3230
 DI3230                         *CURRENT SURVEY CONTROL
 DI3230  ______________________________________________________________________
 DI3230* NAD 83(1986) POSITION- 39 50 56.78   (N) 075 03 20.13   (W)   HD_HELD1
 DI3230* NAVD 88 ORTHO HEIGHT -    18.058 (meters)       59.25  (feet) ADJUSTED
 DI3230  ______________________________________________________________________
 DI3230  GEOID HEIGHT    -        -32.867 (meters)                     GEOID18
 DI3230  DYNAMIC HEIGHT  -         18.050 (meters)       59.22  (feet) COMP
 DI3230  MODELED GRAVITY -    980,177.8   (mgal)                       NAVD 88
 DI3230
 DI3230  VERT ORDER      -  FIRST     CLASS II
 DI3230
 DI3230.The horizontal coordinates were determined by differentially corrected
 DI3230.hand held GPS observations or other comparable positioning techniques
 DI3230.and have an estimated accuracy of +/- 3 meters.
 DI3230
 DI3230.The orthometric height was determined by differential leveling and
 DI3230.adjusted by the NATIONAL GEODETIC SURVEY
 DI3230.in June 2007.
 DI3230
 DI3230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3230.GEOID18 height accuracy estimate available here.
 DI3230
 DI3230.Click photographs - Photos may exist for this station.
 DI3230
 DI3230.The dynamic height is computed by dividing the NAVD 88
 DI3230.geopotential number by the normal gravity value computed on the
 DI3230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3230.degrees latitude (g = 980.6199 gals.).
 DI3230
 DI3230.The modeled gravity was interpolated from observed gravity values.
 DI3230
 DI3230;                    North         East    Units  Estimated Accuracy
 DI3230;SPC NJ       -   112,909.5     102,456.2     MT  (+/- 3 meters HH1 GPS) 
 DI3230
 DI3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9524411011(NAD 83)
 DI3230
 DI3230                          SUPERSEDED SURVEY CONTROL
 DI3230
 DI3230.No superseded survey control is available for this station.
 DI3230
 DI3230_MARKER: DD = SURVEY DISK
 DI3230_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3230+WITH SETTING: PAVEMENT
 DI3230_SP_SET: ELECTRIC UTILITY MANHOLE
 DI3230_STAMPING: 4 B 2 2003
 DI3230_MARK LOGO: NJGS
 DI3230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3230+STABILITY: SURFACE MOTION
 DI3230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3230+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 DI3230
 DI3230  HISTORY     - Date     Condition        Report By
 DI3230  HISTORY     - 20030822 MONUMENTED       NJGS
 DI3230
 DI3230                          STATION DESCRIPTION
 DI3230
 DI3230'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3230'THE STATION IS LOCATED IN THE BOROUGH OF RUNNEMEDE ON THE NORTH SIDE
 DI3230'OF EVESHAM  ROAD, COUNTY ROAD 544.
 DI3230'
 DI3230'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 168, THE
 DI3230'BLACK HORSE PIKE AND  EVESHAM ROAD, COUNTY ROAD 544, GO NORTHEAST ON
 DI3230'EVESHAM ROAD FOR 0.90 MI (1.45 KM) TO THE  TEE JUNCTION WITH HARTFORD
 DI3230'ROAD ON THE LEFT AND THE STATION AT THE NORTHEAST CORNER  OF THE
 DI3230'INTERSECTION, SET FLUSH IN A DRILL HOLE IN THE EAST SIDE OF A
 DI3230'RECTANGULAR CONCRETE  DEPARTMENT OF TRANSPORTATION ELECTRIC UTILITY
 DI3230'MANHOLE.
 DI3230'
 DI3230'THE STATION IS 9.9 M (32.5 FT) NORTH FROM THE CENTERLINE OF EVESHAM
 DI3230'ROAD, 11.0 M (36.1 FT)  EAST FROM THE CENTERLINE OF HARTFORD ROAD AND
 DI3230'1.2 M (3.9 FT) WEST FROM AN ALUMINUM  LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3231 ***********************************************************************
 DI3231  DESIGNATION -  4 C 2
 DI3231  PID         -  DI3231
 DI3231  STATE/COUNTY-  NJ/CAMDEN
 DI3231  COUNTRY     -  US
 DI3231  USGS QUAD   -  RUNNEMEDE (2019)
 DI3231
 DI3231                         *CURRENT SURVEY CONTROL
 DI3231  ______________________________________________________________________
 DI3231* NAD 83(1986) POSITION- 39 50 48.29   (N) 075 03 48.85   (W)   HD_HELD1
 DI3231* NAVD 88 ORTHO HEIGHT -    24.328 (meters)       79.82  (feet) ADJUSTED
 DI3231  ______________________________________________________________________
 DI3231  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 DI3231  DYNAMIC HEIGHT  -         24.317 (meters)       79.78  (feet) COMP
 DI3231  MODELED GRAVITY -    980,177.4   (mgal)                       NAVD 88
 DI3231
 DI3231  VERT ORDER      -  FIRST     CLASS II
 DI3231
 DI3231.The horizontal coordinates were determined by differentially corrected
 DI3231.hand held GPS observations or other comparable positioning techniques
 DI3231.and have an estimated accuracy of +/- 3 meters.
 DI3231
 DI3231.The orthometric height was determined by differential leveling and
 DI3231.adjusted by the NATIONAL GEODETIC SURVEY
 DI3231.in June 2007.
 DI3231
 DI3231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3231.GEOID18 height accuracy estimate available here.
 DI3231
 DI3231.Click photographs - Photos may exist for this station.
 DI3231
 DI3231.The dynamic height is computed by dividing the NAVD 88
 DI3231.geopotential number by the normal gravity value computed on the
 DI3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3231.degrees latitude (g = 980.6199 gals.).
 DI3231
 DI3231.The modeled gravity was interpolated from observed gravity values.
 DI3231
 DI3231;                    North         East    Units  Estimated Accuracy
 DI3231;SPC NJ       -   112,651.9     101,771.9     MT  (+/- 3 meters HH1 GPS) 
 DI3231
 DI3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9456110749(NAD 83)
 DI3231
 DI3231                          SUPERSEDED SURVEY CONTROL
 DI3231
 DI3231.No superseded survey control is available for this station.
 DI3231
 DI3231_MARKER: DD = SURVEY DISK
 DI3231_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3231+WITH SETTING: PAVEMENT
 DI3231_SP_SET: ELECTRIC UTILITY MANHOLE
 DI3231_STAMPING: 4 C 2 2003
 DI3231_MARK LOGO: NJGS
 DI3231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3231+STABILITY: SURFACE MOTION
 DI3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3231+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2025
 DI3231
 DI3231  HISTORY     - Date     Condition        Report By
 DI3231  HISTORY     - 20030822 MONUMENTED       NJGS
 DI3231  HISTORY     - 20160525 GOOD             NJGS
 DI3231  HISTORY     - 20250502 GOOD             AAAS
 DI3231
 DI3231                          STATION DESCRIPTION
 DI3231
 DI3231'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3231'THE STATION IS LOCATED IN THE BOROUGH OF RUNNEMEDE ON THE NORTH SIDE
 DI3231'OF EVESHAM  ROAD, COUNTY ROAD 544.
 DI3231'
 DI3231'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 168, THE
 DI3231'BLACK HORSE PIKE AND  EVESHAM ROAD, COUNTY ROAD 544, GO NORTHEAST ON
 DI3231'EVESHAM ROAD FOR 0.45 MI (0.72 KM) TO THE  TEE JUNCTION WITH SHUBERT
 DI3231'BOULEVARD, COUNTY ROAD 736, AND THE STATION ON THE LEFT, JUST  BEYOND
 DI3231'THE INTERSECTION, SET FLUSH IN A DRILL HOLE AT THE NORTH SIDE OF A
 DI3231'RECTANGULAR  CONCRETE DEPARTMENT OF TRANSPORTATION ELECTRIC UTILITY
 DI3231'MANHOLE, IN FRONT OF THE  DAMIANI SHOPPING CENTER AND ACROSS THE ROAD
 DI3231'FROM GLOVER FIELD, HOME OF THE GLENDORA  GIRLS SOFTBALL LEAGUE
 DI3231'ATHLETIC FIELD.
 DI3231'
 DI3231'THE STATION IS 3.8 M (12.5 FT) WEST FROM WOOD UTILITY POLE NUMBER
 DI3231'60437 RM, 1.8 M (5.9 FT)  NORTH FROM THE NORTH CURB OF EVESHAM ROAD,
 DI3231'24.5 M (80.4 FT) EAST FROM THE CENTERLINE OF  SHUBERT BOULEVARD AND
 DI3231'12.9 M (42.3 FT) SOUTHEAST FROM A METAL POLE WITH AN ELECTRIC  METER
 DI3231'ATTACHED AS THE SOUTH LEG OF A LARGE SIGN FOR THE DAMIANI SHOPPING
 DI3231'CENTER.
 DI3231
 DI3231                          STATION RECOVERY (2016)
 DI3231
 DI3231'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 DI3231'RECOVERED IN GOOD CONDITION.
 DI3231
 DI3231                          STATION RECOVERY (2025)
 DI3231
 DI3231'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DI3231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0108 ***********************************************************************
 KV0108  DESIGNATION -  4 C OF N
 KV0108  PID         -  KV0108
 KV0108  STATE/COUNTY-  NJ/ESSEX
 KV0108  COUNTRY     -  US
 KV0108  USGS QUAD   -  ELIZABETH (2016)
 KV0108
 KV0108                         *CURRENT SURVEY CONTROL
 KV0108  ______________________________________________________________________
 KV0108* NAD 83(1986) POSITION- 40 44 21.     (N) 074 09 54.     (W)   SCALED
 KV0108* NAVD 88 ORTHO HEIGHT -     9.703 (meters)       31.83  (feet) ADJUSTED
 KV0108  ______________________________________________________________________
 KV0108  GEOID HEIGHT    -        -32.298 (meters)                     GEOID18
 KV0108  DYNAMIC HEIGHT  -          9.699 (meters)       31.82  (feet) COMP
 KV0108  MODELED GRAVITY -    980,222.0   (mgal)                       NAVD 88
 KV0108
 KV0108  VERT ORDER      -  FIRST     CLASS II
 KV0108
 KV0108.The horizontal coordinates were scaled from a map and have
 KV0108.an estimated accuracy of +/- 6 seconds.
 KV0108
 KV0108.The orthometric height was determined by differential leveling and
 KV0108.adjusted by the NATIONAL GEODETIC SURVEY
 KV0108.in June 1991.
 KV0108
 KV0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0108.GEOID18 height accuracy estimate available here.
 KV0108
 KV0108.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL705101(NAD 83)
 KV0108
 KV0108                          SUPERSEDED SURVEY CONTROL
 KV0108
 KV0108  NGVD 29 (11/26/84)   10.040  (m)           32.94   (f) ADJUSTED    1 2
 KV0108
 KV0108.Superseded values are not recommended for survey control.
 KV0108
 KV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0108.See file dsdata.pdf to determine how the superseded data were derived.
 KV0108
 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 = JULY 24, 2026 22:12:30 EDT
 AB6718 ***********************************************************************
 AB6718  DESIGNATION -  4 D 1
 AB6718  PID         -  AB6718
 AB6718  STATE/COUNTY-  NJ/CAMDEN
 AB6718  COUNTRY     -  US
 AB6718  USGS QUAD   -  CLEMENTON (2019)
 AB6718
 AB6718                         *CURRENT SURVEY CONTROL
 AB6718  ______________________________________________________________________
 AB6718* NAD 83(1986) POSITION- 39 46 44.46   (N) 074 57 16.66   (W)   HD_HELD1
 AB6718* NAVD 88 ORTHO HEIGHT -    43.134 (meters)      141.52  (feet) ADJUSTED
 AB6718  ______________________________________________________________________
 AB6718  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 AB6718  DYNAMIC HEIGHT  -         43.114 (meters)      141.45  (feet) COMP
 AB6718  MODELED GRAVITY -    980,153.2   (mgal)                       NAVD 88
 AB6718
 AB6718  VERT ORDER      -  FIRST     CLASS II
 AB6718
 AB6718.The horizontal coordinates were determined by differentially corrected
 AB6718.hand held GPS observations or other comparable positioning techniques
 AB6718.and have an estimated accuracy of +/- 3 meters.
 AB6718
 AB6718.The orthometric height was determined by differential leveling and
 AB6718.adjusted by the NATIONAL GEODETIC SURVEY
 AB6718.in September 1996.
 AB6718
 AB6718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6718.GEOID18 height accuracy estimate available here.
 AB6718
 AB6718.Click photographs - Photos may exist for this station.
 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       -   105,079.4     111,056.5     MT  (+/- 3 meters HH1 GPS) 
 AB6718
 AB6718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0388503231(NAD 83)
 AB6718
 AB6718                          SUPERSEDED SURVEY CONTROL
 AB6718
 AB6718.No superseded survey control is available for this station.
 AB6718
 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 - August 01, 2007
 AB6718
 AB6718  HISTORY     - Date     Condition        Report By
 AB6718  HISTORY     - 1995     MONUMENTED       NJGS
 AB6718  HISTORY     - 20020810 GOOD             INDIV
 AB6718  HISTORY     - 20070801 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AB6718
 AB6718                          STATION RECOVERY (2007)
 AB6718
 AB6718'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 AB6718'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9622 ***********************************************************************
 DJ9622  DESIGNATION -  4 D 2
 DJ9622  PID         -  DJ9622
 DJ9622  STATE/COUNTY-  NJ/CAMDEN
 DJ9622  COUNTRY     -  US
 DJ9622  USGS QUAD   -  CLEMENTON (2019)
 DJ9622
 DJ9622                         *CURRENT SURVEY CONTROL
 DJ9622  ______________________________________________________________________
 DJ9622* NAD 83(1986) POSITION- 39 46 38.78   (N) 074 54 34.12   (W)   HD_HELD1
 DJ9622* NAVD 88 ORTHO HEIGHT -    51.417 (meters)      168.69  (feet) ADJUSTED
 DJ9622  ______________________________________________________________________
 DJ9622  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 DJ9622  DYNAMIC HEIGHT  -         51.392 (meters)      168.61  (feet) COMP
 DJ9622  MODELED GRAVITY -    980,152.8   (mgal)                       NAVD 88
 DJ9622
 DJ9622  VERT ORDER      -  FIRST     CLASS II
 DJ9622
 DJ9622.The horizontal coordinates were determined by differentially corrected
 DJ9622.hand held GPS observations or other comparable positioning techniques
 DJ9622.and have an estimated accuracy of +/- 3 meters.
 DJ9622
 DJ9622.The orthometric height was determined by differential leveling and
 DJ9622.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9622.in February 2010.
 DJ9622
 DJ9622.No vertical observational check was made to the station.
 DJ9622
 DJ9622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9622.GEOID18 height accuracy estimate available here.
 DJ9622
 DJ9622.Click photographs - Photos may exist for this station.
 DJ9622
 DJ9622.The dynamic height is computed by dividing the NAVD 88
 DJ9622.geopotential number by the normal gravity value computed on the
 DJ9622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9622.degrees latitude (g = 980.6199 gals.).
 DJ9622
 DJ9622.The modeled gravity was interpolated from observed gravity values.
 DJ9622
 DJ9622;                    North         East    Units  Estimated Accuracy
 DJ9622;SPC NJ       -   104,885.6     114,923.3     MT  (+/- 3 meters HH1 GPS) 
 DJ9622
 DJ9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0775103059(NAD 83)
 DJ9622
 DJ9622                          SUPERSEDED SURVEY CONTROL
 DJ9622
 DJ9622.No superseded survey control is available for this station.
 DJ9622
 DJ9622_MARKER: DD = SURVEY DISK
 DJ9622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9622_STAMPING: 4 D 2 2004
 DJ9622_MARK LOGO: NJDT
 DJ9622_PROJECTION: FLUSH
 DJ9622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9622+STABILITY: SURFACE MOTION
 DJ9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9622+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DJ9622
 DJ9622  HISTORY     - Date     Condition        Report By
 DJ9622  HISTORY     - 20041122 MONUMENTED       NJGS
 DJ9622  HISTORY     - 20070803 GOOD             NJGS
 DJ9622  HISTORY     - 20100326 GOOD             NJGS
 DJ9622
 DJ9622                          STATION DESCRIPTION
 DJ9622
 DJ9622'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DJ9622'THE STATION IS LOCATED IN WATERFORD TOWNSHIP, ON THE SOUTHWEST SIDE OF
 DJ9622'U.S. HIGHWAY 30 (WHITE HORSE PIKE).  AT THE JUNCTION WITH ROUTE 73.
 DJ9622'THE STATION BETWEEN THE EXIT RAMP FROM EASTBOUND ROUTE 30 ON TO THE
 DJ9622'NORTHBOUND LANES OF STATE ROUTE 73 AND THE EXIT RAMP FROM THE
 DJ9622'NORTHBOUND LANES OF ROUTE 73 ONTO THE SOUTHBOUND LANES ROUTE 30.
 DJ9622'
 DJ9622'THE STATION IS 10.6 M (34.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DJ9622'EASTBOUND LANES OF ROUTE 30, 24.0 M (78.7 FT) NORTHWEST OF AN INLET IN
 DJ9622'THE SHOULDER OF ROUTE 30, 3.5 M (11.5 FT) SOUTHWEST OF THE SOUTHEAST
 DJ9622'SHOULDER OF ROUTE 30, 36.5 M (119.8 FT) SOUTHEAST OF THE NOSE OF THE
 DJ9622'RAMP LEADING TO THE NORTHBOUND LANES OF ROUTE 73.
 DJ9622
 DJ9622                          STATION RECOVERY (2010)
 DJ9622
 DJ9622'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DJ9622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6719 ***********************************************************************
 AB6719  DESIGNATION -  4 E 1
 AB6719  PID         -  AB6719
 AB6719  STATE/COUNTY-  NJ/CAMDEN
 AB6719  COUNTRY     -  US
 AB6719  USGS QUAD   -  CLEMENTON (2019)
 AB6719
 AB6719                         *CURRENT SURVEY CONTROL
 AB6719  ______________________________________________________________________
 AB6719* NAD 83(1986) POSITION- 39 47 18.1    (N) 074 57 58.2    (W)   HD_HELD2
 AB6719* NAVD 88 ORTHO HEIGHT -    30.993 (meters)      101.68  (feet) ADJUSTED
 AB6719  ______________________________________________________________________
 AB6719  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 AB6719  DYNAMIC HEIGHT  -         30.978 (meters)      101.63  (feet) COMP
 AB6719  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 AB6719
 AB6719  VERT ORDER      -  FIRST     CLASS II
 AB6719
 AB6719.The horizontal coordinates were established by autonomous hand held GPS
 AB6719.observations and have an estimated accuracy of +/- 10 meters.
 AB6719
 AB6719.The orthometric height was determined by differential leveling and
 AB6719.adjusted by the NATIONAL GEODETIC SURVEY
 AB6719.in September 1996.
 AB6719
 AB6719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6719.GEOID18 height accuracy estimate available here.
 AB6719
 AB6719.Click photographs - Photos may exist for this station.
 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       -   106,122.      110,074.      MT  (+/- 10 meters HH2 GPS)
 AB6719
 AB6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0289604268(NAD 83)
 AB6719
 AB6719                          SUPERSEDED SURVEY CONTROL
 AB6719
 AB6719.No superseded survey control is available for this station.
 AB6719
 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 - August 01, 2007
 AB6719
 AB6719  HISTORY     - Date     Condition        Report By
 AB6719  HISTORY     - 1995     MONUMENTED       NJGS
 AB6719  HISTORY     - 20020615 GOOD             INDIV
 AB6719  HISTORY     - 20070801 GOOD             NJGS
 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
 AB6719
 AB6719                          STATION RECOVERY (2007)
 AB6719
 AB6719'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 AB6719'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DH4389 ***********************************************************************
 DH4389  DESIGNATION -  4 E 2
 DH4389  PID         -  DH4389
 DH4389  STATE/COUNTY-  NJ/CAMDEN
 DH4389  COUNTRY     -  US
 DH4389  USGS QUAD   -  CLEMENTON (2019)
 DH4389
 DH4389                         *CURRENT SURVEY CONTROL
 DH4389  ______________________________________________________________________
 DH4389* NAD 83(2011) POSITION- 39 46 39.52006(N) 074 54 33.26971(W)   ADJUSTED
 DH4389* NAD 83(2011) ELLIP HT-    18.496 (meters)        (06/27/12)   ADJUSTED
 DH4389* NAD 83(2011) EPOCH   -  2010.00
 DH4389* NAVD 88 ORTHO HEIGHT -    51.553 (meters)      169.14  (feet) ADJUSTED
 DH4389  ______________________________________________________________________
 DH4389  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 DH4389  NAD 83(2011) X  -  1,277,936.209 (meters)                     COMP
 DH4389  NAD 83(2011) Y  - -4,739,281.371 (meters)                     COMP
 DH4389  NAD 83(2011) Z  -  4,059,054.026 (meters)                     COMP
 DH4389  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 DH4389  DYNAMIC HEIGHT  -         51.528 (meters)      169.05  (feet) COMP
 DH4389  MODELED GRAVITY -    980,152.8   (mgal)                       NAVD 88
 DH4389
 DH4389  VERT ORDER      -  FIRST     CLASS II
 DH4389
 DH4389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4389  Standards:
 DH4389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4389  -------------------------------------------------------------------
 DH4389  NETWORK    0.35   0.55           0.16   0.12   0.28      0.02020103
 DH4389  -------------------------------------------------------------------
 DH4389  Click here for local accuracies and other accuracy information.
 DH4389
 DH4389.The horizontal coordinates were established by GPS observations
 DH4389.and adjusted by the National Geodetic Survey in June 2012.
 DH4389
 DH4389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4389.been affixed to the stable North American tectonic plate. See 
 DH4389.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4389
 DH4389.The horizontal coordinates are valid at the epoch date displayed above
 DH4389.which is a decimal equivalence of Year/Month/Day.
 DH4389
 DH4389.The orthometric height was determined by differential leveling and
 DH4389.adjusted by the NATIONAL GEODETIC SURVEY
 DH4389.in February 2010.
 DH4389
 DH4389.No vertical observational check was made to the station.
 DH4389
 DH4389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4389.GEOID18 height accuracy estimate available here.
 DH4389
 DH4389.Click photographs - Photos may exist for this station.
 DH4389
 DH4389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4389
 DH4389.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4389
 DH4389.The ellipsoidal height was determined by GPS observations
 DH4389.and is referenced to NAD 83.
 DH4389
 DH4389.The dynamic height is computed by dividing the NAVD 88
 DH4389.geopotential number by the normal gravity value computed on the
 DH4389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4389.degrees latitude (g = 980.6199 gals.).
 DH4389
 DH4389.The modeled gravity was interpolated from observed gravity values.
 DH4389
 DH4389. The following values were computed from the NAD 83(2011) position.
 DH4389
 DH4389;                    North         East     Units Scale Factor Converg.
 DH4389;SPC NJ       -   104,908.289   114,943.646   MT  0.99991512   -0 15 42.6
 DH4389;SPC NJ       -   344,186.61    377,110.95   sFT  0.99991512   -0 15 42.6
 DH4389;UTM  18      - 4,403,082.342   507,772.181   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0777203082(NAD 83)
 DH4389
 DH4389                          SUPERSEDED SURVEY CONTROL
 DH4389
 DH4389  NAD 83(2007)-  39 46 39.52039(N)    074 54 33.27040(W) AD(2002.00) 0
 DH4389  ELLIP H (02/10/07)   18.502  (m)                       GP(2002.00)    
 DH4389  NAD 83(1996)-  39 46 39.51971(N)    074 54 33.27024(W) AD(       ) B
 DH4389  ELLIP H (06/06/05)   18.507  (m)                       GP(       ) 3 1
 DH4389  NAVD 88 (03/15/07)   51.54   (m)  UNKNOWN  model used  GPS OBS        
 DH4389  NAVD 88 (06/06/05)   51.5    (m)  GEOID03  model used  GPS OBS        
 DH4389
 DH4389.Superseded values are not recommended for survey control.
 DH4389
 DH4389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4389.See file dsdata.pdf to determine how the superseded data were derived.
 DH4389
 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: RECESSED 10 CENTIMETERS
 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 - September 12, 2024
 DH4389
 DH4389  HISTORY     - Date     Condition        Report By
 DH4389  HISTORY     - 20041122 MONUMENTED       NJGS
 DH4389  HISTORY     - 20061012 GOOD             NJGS
 DH4389  HISTORY     - 20070803 GOOD             NJGS
 DH4389  HISTORY     - 20100326 GOOD             NJGS
 DH4389  HISTORY     - 20240912 GOOD             AAAS
 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.
 DH4389
 DH4389                          STATION RECOVERY (2006)
 DH4389
 DH4389'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (ECB)
 DH4389'THE STATION WAS RECOVERED AS DESCRIBED.
 DH4389
 DH4389                          STATION RECOVERY (2007)
 DH4389
 DH4389'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DH4389'RECOVERED AS DESCRIBED.
 DH4389
 DH4389                          STATION RECOVERY (2010)
 DH4389
 DH4389'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DH4389'RECOVERED IN GOOD CONDITION.
 DH4389
 DH4389                          STATION RECOVERY (2024)
 DH4389
 DH4389'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DH4389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6720 ***********************************************************************
 AB6720  DESIGNATION -  4 F 1
 AB6720  PID         -  AB6720
 AB6720  STATE/COUNTY-  NJ/CAMDEN
 AB6720  COUNTRY     -  US
 AB6720  USGS QUAD   -  CLEMENTON (2019)
 AB6720
 AB6720                         *CURRENT SURVEY CONTROL
 AB6720  ______________________________________________________________________
 AB6720* NAD 83(1986) POSITION- 39 48 19.88   (N) 074 59 27.98   (W)   HD_HELD1
 AB6720* NAVD 88 ORTHO HEIGHT -    18.840 (meters)       61.81  (feet) ADJUSTED
 AB6720  ______________________________________________________________________
 AB6720  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 AB6720  DYNAMIC HEIGHT  -         18.831 (meters)       61.78  (feet) COMP
 AB6720  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 AB6720
 AB6720  VERT ORDER      -  FIRST     CLASS II
 AB6720
 AB6720.The horizontal coordinates were determined by differentially corrected
 AB6720.hand held GPS observations or other comparable positioning techniques
 AB6720.and have an estimated accuracy of +/- 3 meters.
 AB6720
 AB6720.The orthometric height was determined by differential leveling and
 AB6720.adjusted by the NATIONAL GEODETIC SURVEY
 AB6720.in September 1996.
 AB6720
 AB6720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6720.GEOID18 height accuracy estimate available here.
 AB6720
 AB6720.Click photographs - Photos may exist for this station.
 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       -   108,038.5     107,948.0     MT  (+/- 3 meters HH1 GPS) 
 AB6720
 AB6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0076106172(NAD 83)
 AB6720
 AB6720                          SUPERSEDED SURVEY CONTROL
 AB6720
 AB6720.No superseded survey control is available for this station.
 AB6720
 AB6720_MARKER: DD = SURVEY DISK
 AB6720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6720_STAMPING: 4 F 1
 AB6720_MARK LOGO: NJ0520
 AB6720_PROJECTION: PROJECTING 9 CENTIMETERS
 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 NOT SUITABLE FOR
 AB6720+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 AB6720
 AB6720  HISTORY     - Date     Condition        Report By
 AB6720  HISTORY     - UNK      MONUMENTED       NONE
 AB6720  HISTORY     - 19950913 GOOD             NJGS
 AB6720  HISTORY     - 20020708 GOOD             INDIV
 AB6720  HISTORY     - 20040123 GOOD             GEOCAC
 AB6720  HISTORY     - 20060316 GOOD             PMK
 AB6720  HISTORY     - 20220630 GOOD             NJGS
 AB6720  HISTORY     - 20240917 GOOD             AAAS
 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.
 AB6720
 AB6720                          STATION RECOVERY (2022)
 AB6720
 AB6720'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 AB6720'RECOVERED IN GOOD CONDITION.
 AB6720
 AB6720                          STATION RECOVERY (2024)
 AB6720
 AB6720'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AB6720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9621 ***********************************************************************
 DJ9621  DESIGNATION -  4 F 2
 DJ9621  PID         -  DJ9621
 DJ9621  STATE/COUNTY-  NJ/CAMDEN
 DJ9621  COUNTRY     -  US
 DJ9621  USGS QUAD   -  CLEMENTON (2019)
 DJ9621
 DJ9621                         *CURRENT SURVEY CONTROL
 DJ9621  ______________________________________________________________________
 DJ9621* NAD 83(1986) POSITION- 39 46 47.     (N) 074 54 44.     (W)   SCALED
 DJ9621* NAVD 88 ORTHO HEIGHT -    53.148 (meters)      174.37  (feet) ADJUSTED
 DJ9621  ______________________________________________________________________
 DJ9621  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 DJ9621  DYNAMIC HEIGHT  -         53.123 (meters)      174.29  (feet) COMP
 DJ9621  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 DJ9621
 DJ9621  VERT ORDER      -  FIRST     CLASS II
 DJ9621
 DJ9621.The horizontal coordinates were scaled from a map and have
 DJ9621.an estimated accuracy of +/- 6 seconds.
 DJ9621
 DJ9621.The orthometric height was determined by differential leveling and
 DJ9621.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9621.in February 2010.
 DJ9621
 DJ9621.No vertical observational check was made to the station.
 DJ9621
 DJ9621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9621.GEOID18 height accuracy estimate available here.
 DJ9621
 DJ9621.Click photographs - Photos may exist for this station.
 DJ9621
 DJ9621.The dynamic height is computed by dividing the NAVD 88
 DJ9621.geopotential number by the normal gravity value computed on the
 DJ9621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9621.degrees latitude (g = 980.6199 gals.).
 DJ9621
 DJ9621.The modeled gravity was interpolated from observed gravity values.
 DJ9621
 DJ9621;                    North         East    Units  Estimated Accuracy
 DJ9621;SPC NJ       -   105,140.      114,690.      MT  (+/- 180 meters Scaled)
 DJ9621
 DJ9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK075033(NAD 83)
 DJ9621
 DJ9621                          SUPERSEDED SURVEY CONTROL
 DJ9621
 DJ9621.No superseded survey control is available for this station.
 DJ9621
 DJ9621_MARKER: DD = SURVEY DISK
 DJ9621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9621_STAMPING: 4 F 2 2004
 DJ9621_MARK LOGO: NJDT
 DJ9621_PROJECTION: FLUSH
 DJ9621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9621+STABILITY: SURFACE MOTION
 DJ9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9621+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DJ9621
 DJ9621  HISTORY     - Date     Condition        Report By
 DJ9621  HISTORY     - 20041122 MONUMENTED       NJDT
 DJ9621  HISTORY     - 20070803 GOOD             NJGS
 DJ9621  HISTORY     - 20100326 GOOD             NJGS
 DJ9621
 DJ9621                          STATION DESCRIPTION
 DJ9621
 DJ9621'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DJ9621'THE STATION IS LOCATED IN THE BOROUGH OF BERLIN, ON THE NORTHEAST SIDE
 DJ9621'OF U.S. HIGHWAY  30 (WHITE HORSE PIKE).  AT THE JUNCTION WITH ROUTE
 DJ9621'73.  THE STATION IS AT ENTRANCE RAMP  FROM THE SOUTHBOUND LANES OF
 DJ9621'STATE ROUTE 73 LEADING ONTO THE WEST BOUND LANES OF  ROUTE 30.
 DJ9621'
 DJ9621'THE STATION IS 33.8 M (110.9 FT) EAST SOUTHEAST FROM THE NOSE OF THE
 DJ9621'ENTRANCE RAMP, 12.8 M (42.0 FT)  NORTHEAST OF THE CENTERLINE OF ROUTE
 DJ9621'30, 5.8 M (19.0 FT) NORTHEAST OF THE EDGE OF PAVING OF ROUTE  30.
 DJ9621
 DJ9621                          STATION RECOVERY (2010)
 DJ9621
 DJ9621'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DJ9621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4335 ***********************************************************************
 AI4335  DESIGNATION -  4 G 1
 AI4335  PID         -  AI4335
 AI4335  STATE/COUNTY-  NJ/CAMDEN
 AI4335  COUNTRY     -  US
 AI4335  USGS QUAD   -  CAMDEN (2019)
 AI4335
 AI4335                         *CURRENT SURVEY CONTROL
 AI4335  ______________________________________________________________________
 AI4335* NAD 83(2011) POSITION- 39 53 51.72927(N) 075 00 56.43268(W)   ADJUSTED
 AI4335* NAD 83(2011) ELLIP HT-   -15.019 (meters)        (06/27/12)   ADJUSTED
 AI4335* NAD 83(2011) EPOCH   -  2010.00
 AI4335* NAVD 88 ORTHO HEIGHT -    17.8   (meters)       58.    (feet) GPS OBS
 AI4335  ______________________________________________________________________
 AI4335  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4335  GEOID HEIGHT    -        -32.808 (meters)                     GEOID99
 AI4335  GEOID HEIGHT    -        -32.797 (meters)                     GEOID18
 AI4335  NAD 83(2011) X  -  1,266,915.601 (meters)                     COMP
 AI4335  NAD 83(2011) Y  - -4,733,373.089 (meters)                     COMP
 AI4335  NAD 83(2011) Z  -  4,069,268.343 (meters)                     COMP
 AI4335  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 AI4335
 AI4335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4335  Standards:
 AI4335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4335  -------------------------------------------------------------------
 AI4335  NETWORK    0.56   0.94           0.26   0.18   0.48      0.06596022
 AI4335  -------------------------------------------------------------------
 AI4335  Click here for local accuracies and other accuracy information.
 AI4335
 AI4335.The horizontal coordinates were established by GPS observations
 AI4335.and adjusted by the National Geodetic Survey in June 2012.
 AI4335
 AI4335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4335.been affixed to the stable North American tectonic plate. See 
 AI4335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4335
 AI4335.The horizontal coordinates are valid at the epoch date displayed above
 AI4335.which is a decimal equivalence of Year/Month/Day.
 AI4335
 AI4335.The orthometric height was determined by GPS observations and a
 AI4335.high-resolution geoid model.
 AI4335
 AI4335.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4335.GEOID18 height accuracy estimate available here.
 AI4335
 AI4335.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AI4335
 AI4335.The ellipsoidal height was determined by GPS observations
 AI4335.and is referenced to NAD 83.
 AI4335
 AI4335. The following values were computed from the NAD 83(2011) position.
 AI4335
 AI4335;                    North         East     Units Scale Factor Converg.
 AI4335;SPC NJ       -   118,284.373   105,903.121   MT  0.99992393   -0 19 50.8
 AI4335;SPC NJ       -   388,071.31    347,450.49   sFT  0.99992393   -0 19 50.8
 AI4335;UTM  18      - 4,416,403.423   498,659.929   MT  0.99960002   -0 00 36.2
 AI4335
 AI4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4335!SPC NJ       -   1.00000236  x   0.99992393  =   0.99992629
 AI4335!UTM  18      -   1.00000236  x   0.99960002  =   0.99960238
 AI4335
 AI4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9865916403(NAD 83)
 AI4335
 AI4335                          SUPERSEDED SURVEY CONTROL
 AI4335
 AI4335  NAD 83(2007)-  39 53 51.72966(N)    075 00 56.43335(W) AD(2002.00) 0
 AI4335  ELLIP H (02/10/07)  -15.012  (m)                       GP(2002.00)    
 AI4335  ELLIP H (09/25/02)  -14.969  (m)                       GP(       ) 4 1
 AI4335  NAD 83(1996)-  39 53 51.72966(N)    075 00 56.43326(W) AD(       ) 1
 AI4335  ELLIP H (03/31/00)  -14.980  (m)                       GP(       ) 3 1
 AI4335
 AI4335.Superseded values are not recommended for survey control.
 AI4335
 AI4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4335.See file dsdata.pdf to determine how the superseded data were derived.
 AI4335
 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_PROJECTION: RECESSED 15 CENTIMETERS
 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 - May 02, 2025
 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  HISTORY     - 20070827 GOOD             NJDT
 AI4335  HISTORY     - 20161208 GOOD             INDIV
 AI4335  HISTORY     - 20250502 GOOD             AAAS
 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.
 AI4335'
 AI4335'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 AI4335'AND HADDONFIELD ROAD, COUNTY ROAD 561 AT INTERCHANGE 32, GO NORTHWEST
 AI4335'ON COUNTY ROAD 561 FOR 0.75 MI (1.21 KM) TO THE INTERSECTION WITH
 AI4335'BRACE ROAD, ALSO KNOWN AS STATE ROUTE 154.  TURN RIGHT AND GO
 AI4335'NORTH-NORTHEAST ON STATE ROUTE 154 FOR 0.6 MI (1.0 KM) TO THE STATION
 AI4335'ON THE LEFT, SET FLUSH WITH THE GROUND IN A GRASS AREA AT THE
 AI4335'NORTHWEST CORNER OF THE INTERSECTION OF BORTONS MILL ROAD AND STATE
 AI4335'ROUTE 154 TO THE EAST AND CALDWELL ROAD TO THE WEST.
 AI4335'
 AI4335'THE 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
 AI4335'(43.6 FT) NORTHWEST FROM A MULTIPLE SIGN POST WITH WITNESS SIGN
 AI4335'ATTACHED, 36.4 M (119.4 FT) SOUTH FROM THE SOUTH CURB OF THE PAVED
 AI4335'DRIVEWAY LEADING TO AN INSURANCE COMPANY AND 17.0 M (55.8 FT)
 AI4335'WEST-NORTHWEST 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.
 AI4335
 AI4335                          STATION RECOVERY (2007)
 AI4335
 AI4335'RECOVERY NOTE BY NJ DEPT OF TRANSP 2007 (JFL)
 AI4335'MONUMENT IS NOW 3 INCHES BELOW GROUND DUE TO REGRADING OF AREA AT
 AI4335'COMPLETION OF UTILITY WORK.
 AI4335
 AI4335                          STATION RECOVERY (2016)
 AI4335
 AI4335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JMS)
 AI4335'MARK IS NOW 6 INCHES BELOW GRADE.
 AI4335
 AI4335                          STATION RECOVERY (2025)
 AI4335
 AI4335'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AI4335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9620 ***********************************************************************
 DJ9620  DESIGNATION -  4 G 2
 DJ9620  PID         -  DJ9620
 DJ9620  STATE/COUNTY-  NJ/CAMDEN
 DJ9620  COUNTRY     -  US
 DJ9620  USGS QUAD   -  CLEMENTON (2019)
 DJ9620
 DJ9620                         *CURRENT SURVEY CONTROL
 DJ9620  ______________________________________________________________________
 DJ9620* NAD 83(1986) POSITION- 39 46 46.     (N) 074 54 45.     (W)   SCALED
 DJ9620* NAVD 88 ORTHO HEIGHT -    53.511 (meters)      175.56  (feet) ADJUSTED
 DJ9620  ______________________________________________________________________
 DJ9620  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 DJ9620  DYNAMIC HEIGHT  -         53.486 (meters)      175.48  (feet) COMP
 DJ9620  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 DJ9620
 DJ9620  VERT ORDER      -  FIRST     CLASS II
 DJ9620
 DJ9620.The horizontal coordinates were scaled from a map and have
 DJ9620.an estimated accuracy of +/- 6 seconds.
 DJ9620
 DJ9620.The orthometric height was determined by differential leveling and
 DJ9620.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9620.in February 2010.
 DJ9620
 DJ9620.No vertical observational check was made to the station.
 DJ9620
 DJ9620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9620.GEOID18 height accuracy estimate available here.
 DJ9620
 DJ9620.Click photographs - Photos may exist for this station.
 DJ9620
 DJ9620.The dynamic height is computed by dividing the NAVD 88
 DJ9620.geopotential number by the normal gravity value computed on the
 DJ9620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9620.degrees latitude (g = 980.6199 gals.).
 DJ9620
 DJ9620.The modeled gravity was interpolated from observed gravity values.
 DJ9620
 DJ9620;                    North         East    Units  Estimated Accuracy
 DJ9620;SPC NJ       -   105,110.      114,670.      MT  (+/- 180 meters Scaled)
 DJ9620
 DJ9620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK074032(NAD 83)
 DJ9620
 DJ9620                          SUPERSEDED SURVEY CONTROL
 DJ9620
 DJ9620.No superseded survey control is available for this station.
 DJ9620
 DJ9620_MARKER: DD = SURVEY DISK
 DJ9620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9620_STAMPING: 4 G 2 2004
 DJ9620_MARK LOGO: NJDT
 DJ9620_PROJECTION: FLUSH
 DJ9620_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9620+STABILITY: SURFACE MOTION
 DJ9620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9620+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DJ9620
 DJ9620  HISTORY     - Date     Condition        Report By
 DJ9620  HISTORY     - 20041122 MONUMENTED       NJDT
 DJ9620  HISTORY     - 20070803 GOOD             NJGS
 DJ9620  HISTORY     - 20100326 GOOD             NJGS
 DJ9620  HISTORY     - 20151218 GOOD             INDIV
 DJ9620
 DJ9620                          STATION DESCRIPTION
 DJ9620
 DJ9620'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DJ9620'THE STATION IS LOCATED IN THE BOROUGH OF BERLIN, ON THE SOUTHEAST SIDE
 DJ9620'OF U.S. HIGHWAY 30 (WHITE HORSE PIKE).  OPPOSITE THE ENTRANCE RAMP
 DJ9620'FROM THE SOUTHBOUND LANES OF STATE ROUTE 73 LEADING ONTO THE WEST
 DJ9620'BOUND LANES OF ROUTE 30.
 DJ9620'
 DJ9620'THE STATION IS 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE FOR THE
 DJ9620'EASTBOUND LANES OF ROUTE 30, 4.5 M (14.8 FT) SOUTHWEST OF THE
 DJ9620'SOUTHWEST CURBLINE OF ROUTE 30, 32.0 M (105.0 FT) SOUTHEAST OF THE
 DJ9620'OVERHEAD SIGN STRUCTURE SPANNING ROUTE 30, 11.0 M (36.1 FT) SOUTHEAST
 DJ9620'OF THE CENTERLINE OF A DRIVEWAY LEADING TO A 2 1/2 STORY FRAME HOUSE
 DJ9620'WITH BRICK PILLARS AT THE FRONT PORCH.
 DJ9620
 DJ9620                          STATION RECOVERY (2010)
 DJ9620
 DJ9620'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DJ9620'RECOVERED IN GOOD CONDITION.
 DJ9620
 DJ9620                          STATION RECOVERY (2015)
 DJ9620
 DJ9620'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KML)
 DJ9620'MARK FOUND IN GOOD CONDITION. RTN COORDINATES ARE N 39-46-45.977 W
 DJ9620'74-54-44.688
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4336 ***********************************************************************
 AI4336  DESIGNATION -  4 H 1
 AI4336  PID         -  AI4336
 AI4336  STATE/COUNTY-  NJ/CAMDEN
 AI4336  COUNTRY     -  US
 AI4336  USGS QUAD   -  WILLIAMSTOWN (2019)
 AI4336
 AI4336                         *CURRENT SURVEY CONTROL
 AI4336  ______________________________________________________________________
 AI4336* NAD 83(2011) POSITION- 39 43 43.26872(N) 074 59 20.02056(W)   ADJUSTED
 AI4336* NAD 83(2011) ELLIP HT-    13.778 (meters)        (06/27/12)   ADJUSTED
 AI4336* NAD 83(2011) EPOCH   -  2010.00
 AI4336* NAVD 88 ORTHO HEIGHT -    47.0   (meters)      154.    (feet) GPS OBS
 AI4336  ______________________________________________________________________
 AI4336  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4336  GEOID HEIGHT    -        -33.181 (meters)                     GEOID99
 AI4336  GEOID HEIGHT    -        -33.180 (meters)                     GEOID18
 AI4336  NAD 83(2011) X  -  1,272,245.799 (meters)                     COMP
 AI4336  NAD 83(2011) Y  - -4,744,407.415 (meters)                     COMP
 AI4336  NAD 83(2011) Z  -  4,054,871.858 (meters)                     COMP
 AI4336  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 AI4336
 AI4336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4336  Standards:
 AI4336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4336  -------------------------------------------------------------------
 AI4336  NETWORK    0.32   0.55           0.15   0.10   0.28     -0.01219504
 AI4336  -------------------------------------------------------------------
 AI4336  Click here for local accuracies and other accuracy information.
 AI4336
 AI4336.The horizontal coordinates were established by GPS observations
 AI4336.and adjusted by the National Geodetic Survey in June 2012.
 AI4336
 AI4336.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4336.been affixed to the stable North American tectonic plate. See 
 AI4336.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4336
 AI4336.The horizontal coordinates are valid at the epoch date displayed above
 AI4336.which is a decimal equivalence of Year/Month/Day.
 AI4336
 AI4336.The orthometric height was determined by GPS observations and a
 AI4336.high-resolution geoid model.
 AI4336
 AI4336.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4336.GEOID18 height accuracy estimate available here.
 AI4336
 AI4336.Click photographs - Photos may exist for this station.
 AI4336
 AI4336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4336
 AI4336.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4336
 AI4336.The ellipsoidal height was determined by GPS observations
 AI4336.and is referenced to NAD 83.
 AI4336
 AI4336. The following values were computed from the NAD 83(2011) position.
 AI4336
 AI4336;                    North         East     Units Scale Factor Converg.
 AI4336;SPC NJ       -    99,507.133   108,090.741   MT  0.99992162   -0 18 44.9
 AI4336;SPC NJ       -   326,466.32    354,627.71   sFT  0.99992162   -0 18 44.9
 AI4336;UTM  18      - 4,397,644.757   500,951.695   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0095197644(NAD 83)
 AI4336
 AI4336                          SUPERSEDED SURVEY CONTROL
 AI4336
 AI4336  NAD 83(2007)-  39 43 43.26905(N)    074 59 20.02124(W) AD(2002.00) 0
 AI4336  ELLIP H (02/10/07)   13.785  (m)                       GP(2002.00)    
 AI4336  ELLIP H (09/25/02)   13.795  (m)                       GP(       ) 4 1
 AI4336  NAD 83(1996)-  39 43 43.26869(N)    074 59 20.02121(W) AD(       ) 1
 AI4336  ELLIP H (03/31/00)   13.790  (m)                       GP(       ) 3 1
 AI4336
 AI4336.Superseded values are not recommended for survey control.
 AI4336
 AI4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4336.See file dsdata.pdf to determine how the superseded data were derived.
 AI4336
 AI4336_MARKER: DD = SURVEY DISK
 AI4336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI4336_SP_SET: 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 - September 12, 2024
 AI4336
 AI4336  HISTORY     - Date     Condition        Report By
 AI4336  HISTORY     - 1999     MONUMENTED       NJGS
 AI4336  HISTORY     - 20040520 GOOD             INDIV
 AI4336  HISTORY     - 20070508 GOOD             INDIV
 AI4336  HISTORY     - 20210712 GOOD             NJGS
 AI4336  HISTORY     - 20240912 GOOD             AAAS
 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
 AI4336
 AI4336                          STATION RECOVERY (2007)
 AI4336
 AI4336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (WMS)
 AI4336'RECOVERED AS DESCRIBED
 AI4336
 AI4336                          STATION RECOVERY (2021)
 AI4336
 AI4336'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AI4336'RECOVERED IN GOOD CONDITION.
 AI4336
 AI4336                          STATION RECOVERY (2024)
 AI4336
 AI4336'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AI4336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9618 ***********************************************************************
 DJ9618  DESIGNATION -  4 H 2
 DJ9618  PID         -  DJ9618
 DJ9618  STATE/COUNTY-  NJ/CAMDEN
 DJ9618  COUNTRY     -  US
 DJ9618  USGS QUAD   -  CLEMENTON (2019)
 DJ9618
 DJ9618                         *CURRENT SURVEY CONTROL
 DJ9618  ______________________________________________________________________
 DJ9618* NAD 83(1986) POSITION- 39 47 09.     (N) 074 55 18.     (W)   SCALED
 DJ9618* NAVD 88 ORTHO HEIGHT -    51.388 (meters)      168.60  (feet) ADJUSTED
 DJ9618  ______________________________________________________________________
 DJ9618  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 DJ9618  DYNAMIC HEIGHT  -         51.364 (meters)      168.52  (feet) COMP
 DJ9618  MODELED GRAVITY -    980,155.1   (mgal)                       NAVD 88
 DJ9618
 DJ9618  VERT ORDER      -  FIRST     CLASS II
 DJ9618
 DJ9618.The horizontal coordinates were scaled from a map and have
 DJ9618.an estimated accuracy of +/- 6 seconds.
 DJ9618
 DJ9618.The orthometric height was determined by differential leveling and
 DJ9618.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9618.in February 2010.
 DJ9618
 DJ9618.No vertical observational check was made to the station.
 DJ9618
 DJ9618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9618.GEOID18 height accuracy estimate available here.
 DJ9618
 DJ9618.Click photographs - Photos may exist for this station.
 DJ9618
 DJ9618.The dynamic height is computed by dividing the NAVD 88
 DJ9618.geopotential number by the normal gravity value computed on the
 DJ9618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9618.degrees latitude (g = 980.6199 gals.).
 DJ9618
 DJ9618.The modeled gravity was interpolated from observed gravity values.
 DJ9618
 DJ9618;                    North         East    Units  Estimated Accuracy
 DJ9618;SPC NJ       -   105,820.      113,880.      MT  (+/- 180 meters Scaled)
 DJ9618
 DJ9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK067039(NAD 83)
 DJ9618
 DJ9618                          SUPERSEDED SURVEY CONTROL
 DJ9618
 DJ9618.No superseded survey control is available for this station.
 DJ9618
 DJ9618_MARKER: DD = SURVEY DISK
 DJ9618_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ9618_SP_SET: LIGHT POLE BASE
 DJ9618_STAMPING: 4 H 2
 DJ9618_MARK LOGO: NJGS
 DJ9618_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ9618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9618+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DJ9618
 DJ9618  HISTORY     - Date     Condition        Report By
 DJ9618  HISTORY     - 20041122 MONUMENTED       NJGS
 DJ9618  HISTORY     - 20070802 GOOD             NJGS
 DJ9618
 DJ9618                          STATION DESCRIPTION
 DJ9618
 DJ9618'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DJ9618'THE STATION IS LOCATED IN THE BOROUGH OF BERLIN, SET IN A DRILL HOLE
 DJ9618'IN THE TOP OF A CONCRETE LIGHT POLE FOUNDATION ON THE SOUTHEAST SIDE
 DJ9618'OF THE NORTHWEST DRIVEWAY FOR THE BERLIN SHOPPING CENTER.  THE STATION
 DJ9618'IS ABOUT 1.0 MI (1.61 KM) SOUTHEAST ALONG ROUTE 30 FROM ITS JUNCTION
 DJ9618'WITH THE BERLIN-CROSS KEYS ROAD.
 DJ9618'
 DJ9618'THE STATION IS 6.0 M (19.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DJ9618'DRIVEWAY, 5.3 M (17.4 FT) WEST OF POLE NUMBER 10151, 8.6 M (28.2 FT)
 DJ9618'SOUTHWEST OF THE SOUTHWEST CURBLINE OF ROUTE 30, 41.5 M (136.2 FT)
 DJ9618'NORTHEAST OF THE LARGE BERLIN SHOPPING CENTER SIGN.  THE STATION IS
 DJ9618'ABOUT 1.0 M (3.3 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4369 ***********************************************************************
 AI4369  DESIGNATION -  4 J 1
 AI4369  PID         -  AI4369
 AI4369  STATE/COUNTY-  NJ/CAMDEN
 AI4369  COUNTRY     -  US
 AI4369  USGS QUAD   -  CAMDEN (2019)
 AI4369
 AI4369                         *CURRENT SURVEY CONTROL
 AI4369  ______________________________________________________________________
 AI4369* NAD 83(2011) POSITION- 39 54 46.75317(N) 075 05 58.86573(W)   ADJUSTED
 AI4369* NAD 83(2011) ELLIP HT-   -30.117 (meters)        (06/27/12)   ADJUSTED
 AI4369* NAD 83(2011) EPOCH   -  2010.00
 AI4369* NAVD 88 ORTHO HEIGHT -     2.748 (meters)        9.02  (feet) ADJUSTED
 AI4369  ______________________________________________________________________
 AI4369  GEOID HEIGHT    -        -32.861 (meters)                     GEOID18
 AI4369  NAD 83(2011) X  -  1,259,691.070 (meters)                     COMP
 AI4369  NAD 83(2011) Y  - -4,734,162.310 (meters)                     COMP
 AI4369  NAD 83(2011) Z  -  4,070,560.486 (meters)                     COMP
 AI4369  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 AI4369  DYNAMIC HEIGHT  -          2.746 (meters)        9.01  (feet) COMP
 AI4369  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 AI4369
 AI4369  VERT ORDER      -  FIRST     CLASS II
 AI4369
 AI4369  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4369  Standards:
 AI4369         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4369            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4369  -------------------------------------------------------------------
 AI4369  NETWORK    0.66   1.08           0.31   0.21   0.55      0.07459155
 AI4369  -------------------------------------------------------------------
 AI4369  Click here for local accuracies and other accuracy information.
 AI4369
 AI4369.The horizontal coordinates were established by GPS observations
 AI4369.and adjusted by the National Geodetic Survey in June 2012.
 AI4369
 AI4369.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4369.been affixed to the stable North American tectonic plate. See 
 AI4369.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4369
 AI4369.The horizontal coordinates are valid at the epoch date displayed above
 AI4369.which is a decimal equivalence of Year/Month/Day.
 AI4369
 AI4369.The orthometric height was determined by differential leveling and
 AI4369.adjusted by the NATIONAL GEODETIC SURVEY
 AI4369.in June 2007.
 AI4369
 AI4369.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4369.GEOID18 height accuracy estimate available here.
 AI4369
 AI4369.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AI4369
 AI4369.The ellipsoidal height was determined by GPS observations
 AI4369.and is referenced to NAD 83.
 AI4369
 AI4369.The dynamic height is computed by dividing the NAVD 88
 AI4369.geopotential number by the normal gravity value computed on the
 AI4369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4369.degrees latitude (g = 980.6199 gals.).
 AI4369
 AI4369.The modeled gravity was interpolated from observed gravity values.
 AI4369
 AI4369. The following values were computed from the NAD 83(2011) position.
 AI4369
 AI4369;                    North         East     Units Scale Factor Converg.
 AI4369;SPC NJ       -   120,026.144    98,730.611   MT  0.99993235   -0 23 05.2
 AI4369;SPC NJ       -   393,785.77    323,918.68   sFT  0.99993235   -0 23 05.2
 AI4369;UTM  18      - 4,418,104.454   491,480.133   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9148018104(NAD 83)
 AI4369
 AI4369                          SUPERSEDED SURVEY CONTROL
 AI4369
 AI4369  NAD 83(2007)-  39 54 46.75356(N)    075 05 58.86641(W) AD(2002.00) 0
 AI4369  ELLIP H (02/10/07)  -30.110  (m)                       GP(2002.00)    
 AI4369  ELLIP H (09/25/02)  -30.067  (m)                       GP(       ) 4 1
 AI4369  NAD 83(1996)-  39 54 46.75358(N)    075 05 58.86631(W) AD(       ) 1
 AI4369  ELLIP H (03/31/00)  -30.074  (m)                       GP(       ) 3 1
 AI4369  NAVD 88 (03/31/00)    2.7    (m)  GEOID99  model used  GPS OBS        
 AI4369
 AI4369.Superseded values are not recommended for survey control.
 AI4369
 AI4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4369.See file dsdata.pdf to determine how the superseded data were derived.
 AI4369
 AI4369_MARKER: DD = SURVEY DISK
 AI4369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI4369_SP_SET: BRIDGE ABUTMENT SIDEWALK
 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 - May 02, 2025
 AI4369
 AI4369  HISTORY     - Date     Condition        Report By
 AI4369  HISTORY     - 1999     MONUMENTED       NJGS
 AI4369  HISTORY     - 20020707 GOOD             INDIV
 AI4369  HISTORY     - 20030730 GOOD             NJGS
 AI4369  HISTORY     - 20100326 GOOD             NJGS
 AI4369  HISTORY     - 20210204 GOOD             PENNON
 AI4369  HISTORY     - 20241125 GOOD             DEI
 AI4369  HISTORY     - 20250502 GOOD             AAAS
 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.
 AI4369
 AI4369                          STATION RECOVERY (2003)
 AI4369
 AI4369'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI4369'RECOVERED AS DESCRIBED.
 AI4369
 AI4369                          STATION RECOVERY (2010)
 AI4369
 AI4369'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 AI4369'RECOVERED IN GOOD CONDITION.
 AI4369
 AI4369                          STATION RECOVERY (2021)
 AI4369
 AI4369'RECOVERY NOTE BY PENNONI ASSOCIATES INCORPORATED 2021 (JGW)
 AI4369'RECOVERED IN GOOD CONDITION.
 AI4369
 AI4369                          STATION RECOVERY (2024)
 AI4369
 AI4369'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2024 (MS)
 AI4369'RECOVERED IN GOOD CONDITION.
 AI4369
 AI4369                          STATION RECOVERY (2025)
 AI4369
 AI4369'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AI4369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9617 ***********************************************************************
 DJ9617  DESIGNATION -  4 J 2
 DJ9617  PID         -  DJ9617
 DJ9617  STATE/COUNTY-  NJ/CAMDEN
 DJ9617  COUNTRY     -  US
 DJ9617  USGS QUAD   -  CLEMENTON (2019)
 DJ9617
 DJ9617                         *CURRENT SURVEY CONTROL
 DJ9617  ______________________________________________________________________
 DJ9617* NAD 83(1986) POSITION- 39 47 28.04   (N) 074 55 45.04   (W)   HD_HELD1
 DJ9617* NAVD 88 ORTHO HEIGHT -    50.301 (meters)      165.03  (feet) ADJUSTED
 DJ9617  ______________________________________________________________________
 DJ9617  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 DJ9617  DYNAMIC HEIGHT  -         50.278 (meters)      164.95  (feet) COMP
 DJ9617  MODELED GRAVITY -    980,156.5   (mgal)                       NAVD 88
 DJ9617
 DJ9617  VERT ORDER      -  FIRST     CLASS II
 DJ9617
 DJ9617.The horizontal coordinates were determined by differentially corrected
 DJ9617.hand held GPS observations or other comparable positioning techniques
 DJ9617.and have an estimated accuracy of +/- 3 meters.
 DJ9617
 DJ9617.The orthometric height was determined by differential leveling and
 DJ9617.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9617.in February 2010.
 DJ9617
 DJ9617.No vertical observational check was made to the station.
 DJ9617
 DJ9617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9617.GEOID18 height accuracy estimate available here.
 DJ9617
 DJ9617.Click photographs - Photos may exist for this station.
 DJ9617
 DJ9617.The dynamic height is computed by dividing the NAVD 88
 DJ9617.geopotential number by the normal gravity value computed on the
 DJ9617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9617.degrees latitude (g = 980.6199 gals.).
 DJ9617
 DJ9617.The modeled gravity was interpolated from observed gravity values.
 DJ9617
 DJ9617;                    North         East    Units  Estimated Accuracy
 DJ9617;SPC NJ       -   106,412.6     113,243.0     MT  (+/- 3 meters HH1 GPS) 
 DJ9617
 DJ9617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0606304576(NAD 83)
 DJ9617
 DJ9617                          SUPERSEDED SURVEY CONTROL
 DJ9617
 DJ9617.No superseded survey control is available for this station.
 DJ9617
 DJ9617_MARKER: DD = SURVEY DISK
 DJ9617_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ9617_SP_SET: JUNCTION BOX
 DJ9617_STAMPING: 4 J 2 2004
 DJ9617_MARK LOGO: NJGS
 DJ9617_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9617+STABILITY: SURFACE MOTION
 DJ9617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9617+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2015
 DJ9617
 DJ9617  HISTORY     - Date     Condition        Report By
 DJ9617  HISTORY     - 20041122 MONUMENTED       NJGS
 DJ9617  HISTORY     - 20070802 GOOD             NJGS
 DJ9617  HISTORY     - 20150608 GOOD             INDIV
 DJ9617
 DJ9617                          STATION DESCRIPTION
 DJ9617
 DJ9617'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DJ9617'THE STATION IS LOCATED IN THE BOROUGH OF BERLIN, SET IN A DRILL HOLE
 DJ9617'IN THE RECTANGULAR SOUTHEAST FOR AN ELECTRICAL MANHOLE JUNCTION BOX ON
 DJ9617'THE SOUTHWEST SIDE OF U.S. ROUTE 30 (WHITE HORSE PIKE), OPPOSITE THE
 DJ9617'CENTERLINE EXTENDED OF GARDEN AVENUE.  THE STATION IS AT THE NORTHWEST
 DJ9617'NOSE OF THE CONCRETE ROADWAY DIVIDER BETWEEN ROUTE 30 AND TANSBORO
 DJ9617'ROAD TO THE SOUTH.
 DJ9617'
 DJ9617'THE STATION IS 1.1 M (3.6 FT) SOUTHWEST OF THE SOUTHWEST CURB OF ROUTE
 DJ9617'30, 2.1 M (6.9 FT) NORTHEAST OF THE NORTHEAST CURB OF TANSBORO ROAD,
 DJ9617'4.6 M (15.1 FT) SOUTHEAST OF THE NORTHWEST NOSE OF THE DIVIDER, 12.6 M
 DJ9617'(41.3 FT) NORTHEAST OF POLE NUMBER C4554, 8.8 M (28.9 FT) SOUTHWEST OF
 DJ9617'THE CENTERLINE OF ROUTE 30.
 DJ9617
 DJ9617                          STATION RECOVERY (2015)
 DJ9617
 DJ9617'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KML)
 DJ9617'THE MARK IS LOCATED AT THE INTERSECTION OF NJ ROUTE 30 AND
 DJ9617'TANSBORO ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AS3507 ***********************************************************************
 AS3507  DESIGNATION -  4 K 1
 AS3507  PID         -  AS3507
 AS3507  STATE/COUNTY-  NJ/CAMDEN
 AS3507  COUNTRY     -  US
 AS3507  USGS QUAD   -  CAMDEN (2019)
 AS3507
 AS3507                         *CURRENT SURVEY CONTROL
 AS3507  ______________________________________________________________________
 AS3507* NAD 83(1986) POSITION- 39 58 45.59   (N) 075 02 16.91   (W)   HD_HELD1
 AS3507* NAVD 88 ORTHO HEIGHT -    17.407 (meters)       57.11  (feet) ADJUSTED
 AS3507  ______________________________________________________________________
 AS3507  GEOID HEIGHT    -        -32.872 (meters)                     GEOID18
 AS3507  DYNAMIC HEIGHT  -         17.399 (meters)       57.08  (feet) COMP
 AS3507  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 AS3507
 AS3507  VERT ORDER      -  FIRST     CLASS II
 AS3507
 AS3507.The horizontal coordinates were determined by differentially corrected
 AS3507.hand held GPS observations or other comparable positioning techniques
 AS3507.and have an estimated accuracy of +/- 3 meters.
 AS3507
 AS3507.The orthometric height was determined by differential leveling and
 AS3507.adjusted by the NATIONAL GEODETIC SURVEY
 AS3507.in March 2005.
 AS3507
 AS3507.No vertical observational check was made to the station.
 AS3507
 AS3507.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS3507.GEOID18 height accuracy estimate available here.
 AS3507
 AS3507.Click photographs - Photos may exist for this station.
 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       -   127,358.2     104,046.1     MT  (+/- 3 meters HH1 GPS) 
 AS3507
 AS3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9675225463(NAD 83)
 AS3507
 AS3507                          SUPERSEDED SURVEY CONTROL
 AS3507
 AS3507.No superseded survey control is available for this station.
 AS3507
 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 - February 27, 2007
 AS3507
 AS3507  HISTORY     - Date     Condition        Report By
 AS3507  HISTORY     - 2000     MONUMENTED       NJGS
 AS3507  HISTORY     - 20070227 GOOD             UE
 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.
 AS3507
 AS3507                          STATION RECOVERY (2007)
 AS3507
 AS3507'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AS3507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9616 ***********************************************************************
 DJ9616  DESIGNATION -  4 K 2
 DJ9616  PID         -  DJ9616
 DJ9616  STATE/COUNTY-  NJ/CAMDEN
 DJ9616  COUNTRY     -  US
 DJ9616  USGS QUAD   -  CLEMENTON (2019)
 DJ9616
 DJ9616                         *CURRENT SURVEY CONTROL
 DJ9616  ______________________________________________________________________
 DJ9616* NAD 83(1986) POSITION- 39 47 55.63   (N) 074 56 05.21   (W)   HD_HELD1
 DJ9616* NAVD 88 ORTHO HEIGHT -    46.097 (meters)      151.24  (feet) ADJUSTED
 DJ9616  ______________________________________________________________________
 DJ9616  GEOID HEIGHT    -        -32.967 (meters)                     GEOID18
 DJ9616  DYNAMIC HEIGHT  -         46.075 (meters)      151.16  (feet) COMP
 DJ9616  MODELED GRAVITY -    980,158.9   (mgal)                       NAVD 88
 DJ9616
 DJ9616  VERT ORDER      -  FIRST     CLASS II
 DJ9616
 DJ9616.The horizontal coordinates were determined by differentially corrected
 DJ9616.hand held GPS observations or other comparable positioning techniques
 DJ9616.and have an estimated accuracy of +/- 3 meters.
 DJ9616
 DJ9616.The orthometric height was determined by differential leveling and
 DJ9616.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9616.in February 2010.
 DJ9616
 DJ9616.No vertical observational check was made to the station.
 DJ9616
 DJ9616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9616.GEOID18 height accuracy estimate available here.
 DJ9616
 DJ9616.Click photographs - Photos may exist for this station.
 DJ9616
 DJ9616.The dynamic height is computed by dividing the NAVD 88
 DJ9616.geopotential number by the normal gravity value computed on the
 DJ9616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9616.degrees latitude (g = 980.6199 gals.).
 DJ9616
 DJ9616.The modeled gravity was interpolated from observed gravity values.
 DJ9616
 DJ9616;                    North         East    Units  Estimated Accuracy
 DJ9616;SPC NJ       -   107,265.7     112,767.3     MT  (+/- 3 meters HH1 GPS) 
 DJ9616
 DJ9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0558305426(NAD 83)
 DJ9616
 DJ9616                          SUPERSEDED SURVEY CONTROL
 DJ9616
 DJ9616.No superseded survey control is available for this station.
 DJ9616
 DJ9616_MARKER: DD = SURVEY DISK
 DJ9616_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ9616_SP_SET: CULVERT
 DJ9616_STAMPING: 4 K 2 2004
 DJ9616_MARK LOGO: NJGS
 DJ9616_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9616+STABILITY: SURFACE MOTION
 DJ9616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9616+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DJ9616
 DJ9616  HISTORY     - Date     Condition        Report By
 DJ9616  HISTORY     - 20041122 MONUMENTED       NJGS
 DJ9616  HISTORY     - 20070802 GOOD             NJGS
 DJ9616
 DJ9616                          STATION DESCRIPTION
 DJ9616
 DJ9616'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DJ9616'THE STATION IS LOCATED IN THE BOROUGH OF BERLIN, SET IN A DRILL HOLE
 DJ9616'IN THE CENTER OF A DRAINAGE CULVERT ON THE NORTHEAST SIDE TO U.S.
 DJ9616'ROUTE 30 (WHITE HORSE PIKE) BETWEEN THE ROAD AND THE RAMP LEADING OVER
 DJ9616'THE RAILROAD TRACKS TO COUNTY ROAD 561.
 DJ9616'
 DJ9616'THE STATION IS JUST SOUTHEAST OF THE ENTRANCE JUGHANDLE ROAD LEADING
 DJ9616'TO CLEMENTON PARK DRIVE (COUNTY ROAD 534).
 DJ9616'
 DJ9616'THE STATION IS 3.8 M (12.5 FT) NORTHEAST OF THE NORTHEAST CURB OF
 DJ9616'ROUTE 30, 14.7 M (48.2 FT) NORTHEAST OF THE CENTERLINE OF ROUTE 30,
 DJ9616'43.1 M (141.4 FT) NORTH OF POLE NUMBER 8197, 41.7 M (136.8 FT) SOUTH
 DJ9616'SOUTHEAST OF THE SOUTHEAST NOSE OF THE ROADWAY RAMP DIVIDER TO THE
 DJ9616'JUGHANDLE TURN SLOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AJ5046  USGS QUAD   -  CAMDEN (2019)
 AJ5046
 AJ5046                         *CURRENT SURVEY CONTROL
 AJ5046  ______________________________________________________________________
 AJ5046* NAD 83(2011) POSITION- 39 58 34.95611(N) 075 01 54.74923(W)   ADJUSTED
 AJ5046* NAD 83(2011) ELLIP HT-   -15.328 (meters)        (06/27/12)   ADJUSTED
 AJ5046* NAD 83(2011) EPOCH   -  2010.00
 AJ5046* NAVD 88 ORTHO HEIGHT -    17.541 (meters)       57.55  (feet) ADJUSTED
 AJ5046  ______________________________________________________________________
 AJ5046  GEOID HEIGHT    -        -32.860 (meters)                     GEOID18
 AJ5046  NAD 83(2011) X  -  1,264,128.879 (meters)                     COMP
 AJ5046  NAD 83(2011) Y  - -4,728,313.459 (meters)                     COMP
 AJ5046  NAD 83(2011) Z  -  4,075,966.043 (meters)                     COMP
 AJ5046  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 AJ5046  DYNAMIC HEIGHT  -         17.533 (meters)       57.52  (feet) COMP
 AJ5046  MODELED GRAVITY -    980,189.8   (mgal)                       NAVD 88
 AJ5046
 AJ5046  VERT ORDER      -  FIRST     CLASS II
 AJ5046
 AJ5046  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5046  Standards:
 AJ5046         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5046            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5046  -------------------------------------------------------------------
 AJ5046  NETWORK    0.48   1.12           0.22   0.17   0.57     -0.04993871
 AJ5046  -------------------------------------------------------------------
 AJ5046  Click here for local accuracies and other accuracy information.
 AJ5046
 AJ5046.The horizontal coordinates were established by GPS observations
 AJ5046.and adjusted by the National Geodetic Survey in June 2012.
 AJ5046
 AJ5046.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5046.been affixed to the stable North American tectonic plate. See 
 AJ5046.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ5046
 AJ5046.The horizontal coordinates are valid at the epoch date displayed above
 AJ5046.which is a decimal equivalence of Year/Month/Day.
 AJ5046
 AJ5046.The orthometric height was determined by differential leveling and
 AJ5046.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5046.in March 2005.
 AJ5046
 AJ5046.No vertical observational check was made to the station.
 AJ5046
 AJ5046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5046.GEOID18 height accuracy estimate available here.
 AJ5046
 AJ5046.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AJ5046
 AJ5046.The ellipsoidal height was determined by GPS observations
 AJ5046.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ5046
 AJ5046;                    North         East     Units Scale Factor Converg.
 AJ5046;SPC NJ       -   127,027.147   104,569.941   MT  0.99992540   -0 20 30.2
 AJ5046;SPC NJ       -   416,754.90    343,076.55   sFT  0.99992540   -0 20 30.2
 AJ5046;UTM  18      - 4,425,135.755   497,278.240   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9727825135(NAD 83)
 AJ5046
 AJ5046                          SUPERSEDED SURVEY CONTROL
 AJ5046
 AJ5046  NAD 83(2007)-  39 58 34.95639(N)    075 01 54.74992(W) AD(2002.00) 0
 AJ5046  ELLIP H (02/10/07)  -15.317  (m)                       GP(2002.00)    
 AJ5046  NAD 83(1996)-  39 58 34.95649(N)    075 01 54.75006(W) AD(       ) A
 AJ5046  ELLIP H (09/24/01)  -15.312  (m)                       GP(       ) 4 1
 AJ5046  NAVD 88              17.54   (m)           57.5    (f) LEVELING    3  
 AJ5046  NAVD 88 (09/24/01)   17.5    (m)  GEOID99  model used  GPS OBS        
 AJ5046
 AJ5046.Superseded values are not recommended for survey control.
 AJ5046
 AJ5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5046.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5046
 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 - October 16, 2025
 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  HISTORY     - 20070625 GOOD             NJDT
 AJ5046  HISTORY     - 20240423 GOOD             AAAS
 AJ5046  HISTORY     - 20251016 GOOD             AAAS
 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.
 AJ5046
 AJ5046                          STATION RECOVERY (2007)
 AJ5046
 AJ5046'RECOVERY NOTE BY NJ DEPT OF TRANSP 2007 (JFL)
 AJ5046'RECOVERED AS DESCRIBED
 AJ5046
 AJ5046                          STATION RECOVERY (2024)
 AJ5046
 AJ5046'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AJ5046'RECOVERED IN GOOD CONDITION.
 AJ5046
 AJ5046                          STATION RECOVERY (2025)
 AJ5046
 AJ5046'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AJ5046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9615 ***********************************************************************
 DJ9615  DESIGNATION -  4 L 2
 DJ9615  PID         -  DJ9615
 DJ9615  STATE/COUNTY-  NJ/CAMDEN
 DJ9615  COUNTRY     -  US
 DJ9615  USGS QUAD   -  CLEMENTON (2019)
 DJ9615
 DJ9615                         *CURRENT SURVEY CONTROL
 DJ9615  ______________________________________________________________________
 DJ9615* NAD 83(1986) POSITION- 39 47 39.30   (N) 074 56 13.64   (W)   HD_HELD1
 DJ9615* NAVD 88 ORTHO HEIGHT -    45.116 (meters)      148.02  (feet) ADJUSTED
 DJ9615  ______________________________________________________________________
 DJ9615  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 DJ9615  DYNAMIC HEIGHT  -         45.095 (meters)      147.95  (feet) COMP
 DJ9615  MODELED GRAVITY -    980,157.6   (mgal)                       NAVD 88
 DJ9615
 DJ9615  VERT ORDER      -  FIRST     CLASS II
 DJ9615
 DJ9615.The horizontal coordinates were determined by differentially corrected
 DJ9615.hand held GPS observations or other comparable positioning techniques
 DJ9615.and have an estimated accuracy of +/- 3 meters.
 DJ9615
 DJ9615.The orthometric height was determined by differential leveling and
 DJ9615.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9615.in February 2010.
 DJ9615
 DJ9615.No vertical observational check was made to the station.
 DJ9615
 DJ9615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9615.GEOID18 height accuracy estimate available here.
 DJ9615
 DJ9615.Click photographs - Photos may exist for this station.
 DJ9615
 DJ9615.The dynamic height is computed by dividing the NAVD 88
 DJ9615.geopotential number by the normal gravity value computed on the
 DJ9615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9615.degrees latitude (g = 980.6199 gals.).
 DJ9615
 DJ9615.The modeled gravity was interpolated from observed gravity values.
 DJ9615
 DJ9615;                    North         East    Units  Estimated Accuracy
 DJ9615;SPC NJ       -   106,763.1     112,564.3     MT  (+/- 3 meters HH1 GPS) 
 DJ9615
 DJ9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0538304923(NAD 83)
 DJ9615
 DJ9615                          SUPERSEDED SURVEY CONTROL
 DJ9615
 DJ9615.No superseded survey control is available for this station.
 DJ9615
 DJ9615_MARKER: DD = SURVEY DISK
 DJ9615_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ9615_SP_SET: CULVERT WALL
 DJ9615_STAMPING: 4 L 2 2004
 DJ9615_MARK LOGO: NJGS
 DJ9615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9615+STABILITY: SURFACE MOTION
 DJ9615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9615+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DJ9615
 DJ9615  HISTORY     - Date     Condition        Report By
 DJ9615  HISTORY     - 20041122 MONUMENTED       NJGS
 DJ9615  HISTORY     - 20070802 GOOD             NJGS
 DJ9615
 DJ9615                          STATION DESCRIPTION
 DJ9615
 DJ9615'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DJ9615'THE STATION IS LOCATED IN THE BOROUGH OF BERLIN, SET IN A DRILL HOLE
 DJ9615'IN THE CENTER OF A 2.0 FT (0.6 M) HIGH CONCRETE WALL WHICH IS PART OF
 DJ9615'THE GREAT EGG HARBOR RIVER CULVERT OVER THE BERLIN-CROSS KEYS ROAD,
 DJ9615'OPPOSITE THE MUNICIPAL WATER TREATMENT PLANT.
 DJ9615'
 DJ9615'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 30 AND
 DJ9615'BERLIN-CROSS KEYS ROAD (COUNTY ROAD 689) GO 0.25 MI (0.4 KM) SOUTHWEST
 DJ9615'ON BERLIN-CROSS KEYS ROAD TO THE STATION ON THE RIGHT.  THE STATION IS
 DJ9615'ALSO ABOUT 0.9 MI (1.45 KM) NORTHEAST FROM THE JUNCTION WITH
 DJ9615'WATSONTOWN ROAD.
 DJ9615'
 DJ9615'THE STATION IS 65.8 M (215.9 FT) NORTHEAST OF THE CENTERLINE OF PARK
 DJ9615'DRIVE, 11.0 M (36.1 FT) NORTHWEST OF THE CENTERLINE OF BERLIN-CROSS
 DJ9615'KEYS ROAD, 9.0 M (29.5 FT) NORTHEAST OF POLE NUMBER C3789, 37.2 M
 DJ9615'(122.0 FT) SOUTHWEST OF POLE NUMBER C3788.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AS3516 ***********************************************************************
 AS3516  DESIGNATION -  4 M 1
 AS3516  PID         -  AS3516
 AS3516  STATE/COUNTY-  NJ/CAMDEN
 AS3516  COUNTRY     -  US
 AS3516  USGS QUAD   -  CAMDEN (2019)
 AS3516
 AS3516                         *CURRENT SURVEY CONTROL
 AS3516  ______________________________________________________________________
 AS3516* NAD 83(1986) POSITION- 39 59 20.42   (N) 075 02 34.76   (W)   HD_HELD1
 AS3516* NAVD 88 ORTHO HEIGHT -     7.427 (meters)       24.37  (feet) ADJUSTED
 AS3516  ______________________________________________________________________
 AS3516  GEOID HEIGHT    -        -32.896 (meters)                     GEOID18
 AS3516  DYNAMIC HEIGHT  -          7.424 (meters)       24.36  (feet) COMP
 AS3516  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 AS3516
 AS3516  VERT ORDER      -  FIRST     CLASS II
 AS3516
 AS3516.The horizontal coordinates were determined by differentially corrected
 AS3516.hand held GPS observations or other comparable positioning techniques
 AS3516.and have an estimated accuracy of +/- 3 meters.
 AS3516
 AS3516.The orthometric height was determined by differential leveling and
 AS3516.adjusted by the NATIONAL GEODETIC SURVEY
 AS3516.in March 2005.
 AS3516
 AS3516.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS3516.GEOID18 height accuracy estimate available here.
 AS3516
 AS3516.Click photographs - Photos may exist for this station.
 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       -   128,435.0     103,629.2     MT  (+/- 3 meters HH1 GPS) 
 AS3516
 AS3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9632926537(NAD 83)
 AS3516
 AS3516                          SUPERSEDED SURVEY CONTROL
 AS3516
 AS3516.No superseded survey control is available for this station.
 AS3516
 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 - July 13, 2011
 AS3516
 AS3516  HISTORY     - Date     Condition        Report By
 AS3516  HISTORY     - 2000     MONUMENTED       NJGS
 AS3516  HISTORY     - 20070714 GOOD             UE
 AS3516  HISTORY     - 20100621 GOOD             GEOCAC
 AS3516  HISTORY     - 20110713 GOOD             TWT
 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.
 AS3516
 AS3516                          STATION RECOVERY (2007)
 AS3516
 AS3516'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AS3516'RECOVERED IN GOOD CONDITION.
 AS3516
 AS3516                          STATION RECOVERY (2010)
 AS3516
 AS3516'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 AS3516'IT IS AN EASY OBVIOUS FIND.
 AS3516
 AS3516                          STATION RECOVERY (2011)
 AS3516
 AS3516'RECOVERY NOTE BY TWT CONS ENG 2011
 AS3516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9614 ***********************************************************************
 DJ9614  DESIGNATION -  4 M 2
 DJ9614  PID         -  DJ9614
 DJ9614  STATE/COUNTY-  NJ/CAMDEN
 DJ9614  COUNTRY     -  US
 DJ9614  USGS QUAD   -  CLEMENTON (2019)
 DJ9614
 DJ9614                         *CURRENT SURVEY CONTROL
 DJ9614  ______________________________________________________________________
 DJ9614* NAD 83(1986) POSITION- 39 47 15.40   (N) 074 56 41.14   (W)   HD_HELD1
 DJ9614* NAVD 88 ORTHO HEIGHT -    46.541 (meters)      152.69  (feet) ADJUSTED
 DJ9614  ______________________________________________________________________
 DJ9614  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 DJ9614  DYNAMIC HEIGHT  -         46.519 (meters)      152.62  (feet) COMP
 DJ9614  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 DJ9614
 DJ9614  VERT ORDER      -  FIRST     CLASS II
 DJ9614
 DJ9614.The horizontal coordinates were determined by differentially corrected
 DJ9614.hand held GPS observations or other comparable positioning techniques
 DJ9614.and have an estimated accuracy of +/- 3 meters.
 DJ9614
 DJ9614.The orthometric height was determined by differential leveling and
 DJ9614.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9614.in February 2010.
 DJ9614
 DJ9614.No vertical observational check was made to the station.
 DJ9614
 DJ9614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9614.GEOID18 height accuracy estimate available here.
 DJ9614
 DJ9614.Click photographs - Photos may exist for this station.
 DJ9614
 DJ9614.The dynamic height is computed by dividing the NAVD 88
 DJ9614.geopotential number by the normal gravity value computed on the
 DJ9614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9614.degrees latitude (g = 980.6199 gals.).
 DJ9614
 DJ9614.The modeled gravity was interpolated from observed gravity values.
 DJ9614
 DJ9614;                    North         East    Units  Estimated Accuracy
 DJ9614;SPC NJ       -   106,029.3     111,906.5     MT  (+/- 3 meters HH1 GPS) 
 DJ9614
 DJ9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0472904186(NAD 83)
 DJ9614
 DJ9614                          SUPERSEDED SURVEY CONTROL
 DJ9614
 DJ9614.No superseded survey control is available for this station.
 DJ9614
 DJ9614_MARKER: DD = SURVEY DISK
 DJ9614_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ9614_SP_SET: CURB
 DJ9614_STAMPING: 4 M 2 2004
 DJ9614_MARK LOGO: NJGS
 DJ9614_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ9614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9614+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DJ9614
 DJ9614  HISTORY     - Date     Condition        Report By
 DJ9614  HISTORY     - 20041122 MONUMENTED       NJGS
 DJ9614  HISTORY     - 20070802 GOOD             NJGS
 DJ9614
 DJ9614                          STATION DESCRIPTION
 DJ9614
 DJ9614'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007
 DJ9614'THE STATION IS LOCATED IN THE BOROUGH OF BERLIN, SET IN A DRILL HOLE
 DJ9614'IN THE NORTHWEST CURBLINE OF BERLIN-CROSS KEYS ROAD.
 DJ9614'
 DJ9614'TO REACH THE STATION FROM THE JUNCTION OF U.S.ROUTE 30 AND
 DJ9614'BERLIN-CROSS KEYS ROAD (COUNTY ROAD 689) GO 0.9 MI (1.45 KM) SOUTHWEST
 DJ9614'ON BERLIN-CROSS KEYS ROAD TO THE STATION ON THE RIGHT.  THE STATION IS
 DJ9614'ALSO ABOUT 0.2 MI (0.32 KM) NORTHEAST FROM THE JUNCTION WITH
 DJ9614'WATSONTOWN ROAD.
 DJ9614'
 DJ9614'THE STATION IS 15.7 M (51.5 FT) NORTHEAST OF THE SOUTHWEST END OF
 DJ9614'CURBLINE, 14.7 M (48.2 FT) NORTHEAST OF POLE NUMBER 8816, 9.1 M (29.9
 DJ9614'FT) NORTHWEST OF THE CENTERLINE OF BERLIN-CROSS KEYS ROAD, 16.9 M
 DJ9614'(55.4 FT) NORTHWEST OF POLE NUMBER 37, 15.2 M (49.9 FT) SOUTHEAST OF
 DJ9614'THE CENTER OF A DETENTION BASIN SPILLWAY FOR A HOUSING SUBDIVISION,
 DJ9614'46.7 M (153.2 FT) SOUTHWEST OF POLE NUMBER C3814.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3305 ***********************************************************************
 DI3305  DESIGNATION -  4 N 1
 DI3305  PID         -  DI3305
 DI3305  STATE/COUNTY-  NJ/CAMDEN
 DI3305  COUNTRY     -  US
 DI3305  USGS QUAD   -  CAMDEN (2019)
 DI3305
 DI3305                         *CURRENT SURVEY CONTROL
 DI3305  ______________________________________________________________________
 DI3305* NAD 83(1986) POSITION- 39 56 04.2    (N) 075 06 36.9    (W)   HD_HELD2
 DI3305* NAVD 88 ORTHO HEIGHT -     6.075 (meters)       19.93  (feet) ADJUSTED
 DI3305  ______________________________________________________________________
 DI3305  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 DI3305  DYNAMIC HEIGHT  -          6.072 (meters)       19.92  (feet) COMP
 DI3305  MODELED GRAVITY -    980,188.0   (mgal)                       NAVD 88
 DI3305
 DI3305  VERT ORDER      -  FIRST     CLASS II
 DI3305
 DI3305.The horizontal coordinates were established by autonomous hand held GPS
 DI3305.observations and have an estimated accuracy of +/- 10 meters.
 DI3305
 DI3305.The orthometric height was determined by differential leveling and
 DI3305.adjusted by the NATIONAL GEODETIC SURVEY
 DI3305.in June 2007.
 DI3305
 DI3305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3305.GEOID18 height accuracy estimate available here.
 DI3305
 DI3305.Click photographs - Photos may exist for this station.
 DI3305
 DI3305.The dynamic height is computed by dividing the NAVD 88
 DI3305.geopotential number by the normal gravity value computed on the
 DI3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3305.degrees latitude (g = 980.6199 gals.).
 DI3305
 DI3305.The modeled gravity was interpolated from observed gravity values.
 DI3305
 DI3305;                    North         East    Units  Estimated Accuracy
 DI3305;SPC NJ       -   122,421.       97,844.      MT  (+/- 10 meters HH2 GPS)
 DI3305
 DI3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9058020493(NAD 83)
 DI3305
 DI3305                          SUPERSEDED SURVEY CONTROL
 DI3305
 DI3305.No superseded survey control is available for this station.
 DI3305
 DI3305_MARKER: DD = SURVEY DISK
 DI3305_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3305_SP_SET: PARAPET WINGWALL
 DI3305_STAMPING: 4 N 1 2003
 DI3305_MARK LOGO: NJGS
 DI3305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3305+STABILITY: SURFACE MOTION
 DI3305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3305+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DI3305
 DI3305  HISTORY     - Date     Condition        Report By
 DI3305  HISTORY     - 20030730 MONUMENTED       NJGS
 DI3305  HISTORY     - 20100414 GOOD             GEOCAC
 DI3305
 DI3305                          STATION DESCRIPTION
 DI3305
 DI3305'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3305'THE STATION IS LOCATED IN THE CITY OF CAMDEN.
 DI3305'
 DI3305'TO REACH THE STATION FROM THE THE JUNCTION OF US ROUTE 130 AND MT
 DI3305'EPHRAIM AVENUE (NJ  ROTUE 168) GO ABOUT 2.3 MI (3.7 KM) NORTH ON MT
 DI3305'EPHRAIM AVENUE TO THE STATION ON THE LEFT,  AT THE NORTHWEST CORNER OF
 DI3305'THE JUNCTION WITH WALNUT STREET.
 DI3305'
 DI3305'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE
 DI3305'PARAPET WINGWALL OF A  RAILROAD BRIDGE SPANNING WALNUT STREET AND
 DI3305'ROUTE 168, IS 3.8 M (12.5 FT) WEST FROM WOOD  UTILITY POLE NUMBER PS
 DI3305'11989 CM, 10.2 M (33.5 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 DI3305'ROUTE 168 AND 12.6 M (41.3 FT) NORTH FROM THE CENTERLINE OF WALNUT
 DI3305'STREET.
 DI3305'
 DI3305'BENCHMARK, P 63, IS LOCATED ON TOP ON THE SAME ABUTMENT NEAR THE
 DI3305'TRACKS.
 DI3305
 DI3305                          STATION RECOVERY (2010)
 DI3305
 DI3305'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 DI3305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3232 ***********************************************************************
 DI3232  DESIGNATION -  4 N 2
 DI3232  PID         -  DI3232
 DI3232  STATE/COUNTY-  NJ/CAMDEN
 DI3232  COUNTRY     -  US
 DI3232  USGS QUAD   -  CAMDEN (2019)
 DI3232
 DI3232                         *CURRENT SURVEY CONTROL
 DI3232  ______________________________________________________________________
 DI3232* NAD 83(1986) POSITION- 39 55 05.     (N) 075 06 06.     (W)   SCALED
 DI3232* NAVD 88 ORTHO HEIGHT -     7.113 (meters)       23.34  (feet) ADJUSTED
 DI3232  ______________________________________________________________________
 DI3232  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 DI3232  DYNAMIC HEIGHT  -          7.109 (meters)       23.32  (feet) COMP
 DI3232  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 DI3232
 DI3232  VERT ORDER      -  FIRST     CLASS II
 DI3232
 DI3232.The horizontal coordinates were scaled from a map and have
 DI3232.an estimated accuracy of +/- 6 seconds.
 DI3232
 DI3232.The orthometric height was determined by differential leveling and
 DI3232.adjusted by the NATIONAL GEODETIC SURVEY
 DI3232.in June 2007.
 DI3232
 DI3232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3232.GEOID18 height accuracy estimate available here.
 DI3232
 DI3232.Click photographs - Photos may exist for this station.
 DI3232
 DI3232.The dynamic height is computed by dividing the NAVD 88
 DI3232.geopotential number by the normal gravity value computed on the
 DI3232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3232.degrees latitude (g = 980.6199 gals.).
 DI3232
 DI3232.The modeled gravity was interpolated from observed gravity values.
 DI3232
 DI3232;                    North         East    Units  Estimated Accuracy
 DI3232;SPC NJ       -   120,590.       98,570.      MT  (+/- 180 meters Scaled)
 DI3232
 DI3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK913186(NAD 83)
 DI3232
 DI3232                          SUPERSEDED SURVEY CONTROL
 DI3232
 DI3232.No superseded survey control is available for this station.
 DI3232
 DI3232_MARKER: DD = SURVEY DISK
 DI3232_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3232_SP_SET: SIDEWALK
 DI3232_STAMPING: 4 N 2 2005
 DI3232_MARK LOGO: NJGS
 DI3232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3232+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 DI3232
 DI3232  HISTORY     - Date     Condition        Report By
 DI3232  HISTORY     - 2005     MONUMENTED       NJGS
 DI3232  HISTORY     - 20051010 GOOD             NJGS
 DI3232
 DI3232                          STATION DESCRIPTION
 DI3232
 DI3232'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3232'THE STATION IS LOCATED IN THE BOROUGH OF WOODLYNNE, AT THE SOUTHEAST
 DI3232'CORNER OF FERRY  AVE AND MT EPHRAIM AVENUE (STATE ROUTE 168).  THE
 DI3232'STATION IS A WILLIAMS COMMUNICATION  DISK SET IN THE SIDEWALK AT A
 DI3232'HESS GAS STATION.
 DI3232'
 DI3232'THE STATION IS 1.5 M (4.9 FT) NORTH NORTHEAST OF POLE NUMBER 335, 13.1
 DI3232'M (43.0 FT) SOUTH OF  THE CENTERLINE OF FERRY STREET, 2.3 M (7.5 FT)
 DI3232'EAST OF THE EAST CURBLINE OF MT EPHRIAM  AVENUE, 2.2 M (7.2 FT)
 DI3232'SOUTHWEST OF THE WEST POST FOR THE HESS GAS STATION SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3233 ***********************************************************************
 DI3233  DESIGNATION -  4 P 1
 DI3233  PID         -  DI3233
 DI3233  STATE/COUNTY-  NJ/CAMDEN
 DI3233  COUNTRY     -  US
 DI3233  USGS QUAD   -  CAMDEN (2019)
 DI3233
 DI3233                         *CURRENT SURVEY CONTROL
 DI3233  ______________________________________________________________________
 DI3233* NAD 83(1986) POSITION- 39 55 42.     (N) 075 06 27.     (W)   SCALED
 DI3233* NAVD 88 ORTHO HEIGHT -    11.086 (meters)       36.37  (feet) ADJUSTED
 DI3233  ______________________________________________________________________
 DI3233  GEOID HEIGHT    -        -32.878 (meters)                     GEOID18
 DI3233  DYNAMIC HEIGHT  -         11.081 (meters)       36.35  (feet) COMP
 DI3233  MODELED GRAVITY -    980,188.6   (mgal)                       NAVD 88
 DI3233
 DI3233  VERT ORDER      -  FIRST     CLASS II
 DI3233
 DI3233.The horizontal coordinates were scaled from a map and have
 DI3233.an estimated accuracy of +/- 6 seconds.
 DI3233
 DI3233.The orthometric height was determined by differential leveling and
 DI3233.adjusted by the NATIONAL GEODETIC SURVEY
 DI3233.in June 2007.
 DI3233
 DI3233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3233.GEOID18 height accuracy estimate available here.
 DI3233
 DI3233.Click photographs - Photos may exist for this station.
 DI3233
 DI3233.The dynamic height is computed by dividing the NAVD 88
 DI3233.geopotential number by the normal gravity value computed on the
 DI3233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3233.degrees latitude (g = 980.6199 gals.).
 DI3233
 DI3233.The modeled gravity was interpolated from observed gravity values.
 DI3233
 DI3233;                    North         East    Units  Estimated Accuracy
 DI3233;SPC NJ       -   121,730.       98,070.      MT  (+/- 180 meters Scaled)
 DI3233
 DI3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK908198(NAD 83)
 DI3233
 DI3233                          SUPERSEDED SURVEY CONTROL
 DI3233
 DI3233.No superseded survey control is available for this station.
 DI3233
 DI3233_MARKER: DD = SURVEY DISK
 DI3233_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3233+WITH SETTING: PAVEMENT
 DI3233_SP_SET: SIGN BASE
 DI3233_STAMPING: 4 P 1 2003
 DI3233_MARK LOGO: NJGS
 DI3233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3233+STABILITY: SURFACE MOTION
 DI3233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3233+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 DI3233
 DI3233  HISTORY     - Date     Condition        Report By
 DI3233  HISTORY     - 20030730 MONUMENTED       NJGS
 DI3233
 DI3233                          STATION DESCRIPTION
 DI3233
 DI3233'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3233'THE STATION IS LOCATED IN THE CITY OF CAMDEN ON THE NORTHEAST CORNER
 DI3233'OF WHITMAN  AVENUE AND NJ ROUTE 168 AT THE KYLE WEST WILL FAMILY
 DI3233'HEALTH CENTER.
 DI3233'
 DI3233'TO REACH THE STATION FROM THE INTERSECTION OF U.S HIGHWAYS 30, 130 AND
 DI3233'WOODLYNNE  AVENUE, GO NORTH ON WOODLYNNE AVENUE FOR 0.7 MI (1.13 KM)
 DI3233'TO THE INTERSECTION WITH MT.   EPHRAIM AVENUE, ALSO KNOWN AS STATE
 DI3233'ROUTE 168.  TURN RIGHT AND GO NORTH ON STATE  ROUTE 168 FOR 0.8 MI
 DI3233'(1.29 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE
 DI3233'SIDEWALK ON THE NORTH SIDE OF THE ENTRANCE DRIVE LEADING TO THE KYLE
 DI3233'WEST WILL FAMILY  HEALTH CENTER.
 DI3233'
 DI3233'THE STATION IS 10.2 M (33.5 FT) WEST FROM THE CENTERLINE OF STATE
 DI3233'ROUTE 168, 4.6 M (15.1 FT)  NORTH FROM THE CENTERLINE OF THE DRIVEWAY
 DI3233'LEADING TO THE KYLE WEST WILL FAMILY HEALTH  CENTER, 0.4 M (1.3 FT)
 DI3233'EAST FROM THE WEST POST OF A SIGN FOR THE KYLE WEST WILL FAMILY
 DI3233'HEALTH CENTER AND 20.0 M (65.6 FT) NORTH FROM THE EXTENDED CENTERLINE
 DI3233'OF WHITMAN  AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3348 ***********************************************************************
 DI3348  DESIGNATION -  4 P 2
 DI3348  PID         -  DI3348
 DI3348  STATE/COUNTY-  NJ/CAMDEN
 DI3348  COUNTRY     -  US
 DI3348  USGS QUAD   -  CAMDEN (2019)
 DI3348
 DI3348                         *CURRENT SURVEY CONTROL
 DI3348  ______________________________________________________________________
 DI3348* NAD 83(1986) POSITION- 39 54 30.     (N) 075 05 27.     (W)   SCALED
 DI3348* NAVD 88 ORTHO HEIGHT -     7.490 (meters)       24.57  (feet) ADJUSTED
 DI3348  ______________________________________________________________________
 DI3348  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 DI3348  DYNAMIC HEIGHT  -          7.487 (meters)       24.56  (feet) COMP
 DI3348  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 DI3348
 DI3348  VERT ORDER      -  FIRST     CLASS II
 DI3348
 DI3348.The horizontal coordinates were scaled from a map and have
 DI3348.an estimated accuracy of +/- 6 seconds.
 DI3348
 DI3348.The orthometric height was determined by differential leveling and
 DI3348.adjusted by the NATIONAL GEODETIC SURVEY
 DI3348.in June 2007.
 DI3348
 DI3348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3348.GEOID18 height accuracy estimate available here.
 DI3348
 DI3348.Click photographs - Photos may exist for this station.
 DI3348
 DI3348.The dynamic height is computed by dividing the NAVD 88
 DI3348.geopotential number by the normal gravity value computed on the
 DI3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3348.degrees latitude (g = 980.6199 gals.).
 DI3348
 DI3348.The modeled gravity was interpolated from observed gravity values.
 DI3348
 DI3348;                    North         East    Units  Estimated Accuracy
 DI3348;SPC NJ       -   119,500.       99,480.      MT  (+/- 180 meters Scaled)
 DI3348
 DI3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK922175(NAD 83)
 DI3348
 DI3348                          SUPERSEDED SURVEY CONTROL
 DI3348
 DI3348.No superseded survey control is available for this station.
 DI3348
 DI3348_MARKER: DD = SURVEY DISK
 DI3348_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3348_SP_SET: BASE
 DI3348_STAMPING: 4 P 2 2005
 DI3348_MARK LOGO: NJGS
 DI3348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3348+STABILITY: SURFACE MOTION
 DI3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3348+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2008
 DI3348
 DI3348  HISTORY     - Date     Condition        Report By
 DI3348  HISTORY     - 2005     MONUMENTED       NJGS
 DI3348  HISTORY     - 20080607 GOOD             UE
 DI3348
 DI3348                          STATION DESCRIPTION
 DI3348
 DI3348'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3348'THE STATION IS LOCATED IN THE BOROUGH OF COLLINGSWOOD, SET IN A DRILL
 DI3348'HOLE IN THE CENTER  OF THE MOST NORTHERLY OF THREE CONCRETE
 DI3348'RECTANGULAR BASES FOR A REMOVED UNKNOWN  STRUCTURE 46.8 M (153.5 FT)
 DI3348'SOUTHEAST ALONG THE RAILROAD TRACKS FROM THE CENTERLINE OF  THE
 DI3348'COLLINGS AVENUE GRADE CROSSING.
 DI3348'
 DI3348'THE STATION IS 3.3 M (10.8 FT) NORTHEAST OF THE NORTHEAST RAIL, 5.4 M
 DI3348'(17.7 FT) WEST  SOUTHWEST OF THE SOUTHWEST CURB OF CHAMPION AVENUE,
 DI3348'3.0 M (9.8 FT) SOUTHWEST OF A 4 FT  (1.2 M) WOODEN FENCE.  THE STATION
 DI3348'IS ABOUT 0.5 METER ABOVE THE TRACK.
 DI3348
 DI3348                          STATION RECOVERY (2008)
 DI3348
 DI3348'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1061 ***********************************************************************
 KV1061  DESIGNATION -  4 PRR
 KV1061  PID         -  KV1061
 KV1061  STATE/COUNTY-  NJ/HUNTERDON
 KV1061  COUNTRY     -  US
 KV1061  USGS QUAD   -  HOPEWELL (2019)
 KV1061
 KV1061                         *CURRENT SURVEY CONTROL
 KV1061  ______________________________________________________________________
 KV1061* NAD 83(1986) POSITION- 40 28 27.     (N) 074 51 50.     (W)   SCALED
 KV1061* NAVD 88 ORTHO HEIGHT -    48.203 (meters)      158.15  (feet) ADJUSTED
 KV1061  ______________________________________________________________________
 KV1061  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 KV1061  DYNAMIC HEIGHT  -         48.180 (meters)      158.07  (feet) COMP
 KV1061  MODELED GRAVITY -    980,154.9   (mgal)                       NAVD 88
 KV1061
 KV1061  VERT ORDER      -  SECOND    CLASS 0
 KV1061
 KV1061.The horizontal coordinates were scaled from a map and have
 KV1061.an estimated accuracy of +/- 6 seconds.
 KV1061
 KV1061.The orthometric height was determined by differential leveling and
 KV1061.adjusted by the NATIONAL GEODETIC SURVEY
 KV1061.in June 1991.
 KV1061
 KV1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1061.GEOID18 height accuracy estimate available here.
 KV1061
 KV1061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK115803(NAD 83)
 KV1061
 KV1061                          SUPERSEDED SURVEY CONTROL
 KV1061
 KV1061  NGVD 29 (11/26/84)   48.446  (m)          158.94   (f) ADJUSTED    2 0
 KV1061
 KV1061.Superseded values are not recommended for survey control.
 KV1061
 KV1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1061.See file dsdata.pdf to determine how the superseded data were derived.
 KV1061
 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 = JULY 24, 2026 22:12:30 EDT
 DI3234 ***********************************************************************
 DI3234  DESIGNATION -  4 Q 1
 DI3234  PID         -  DI3234
 DI3234  STATE/COUNTY-  NJ/CAMDEN
 DI3234  COUNTRY     -  US
 DI3234  USGS QUAD   -  CAMDEN (2019)
 DI3234
 DI3234                         *CURRENT SURVEY CONTROL
 DI3234  ______________________________________________________________________
 DI3234* NAD 83(1986) POSITION- 39 55 02.     (N) 075 05 55.     (W)   SCALED
 DI3234* NAVD 88 ORTHO HEIGHT -     4.526 (meters)       14.85  (feet) ADJUSTED
 DI3234  ______________________________________________________________________
 DI3234  GEOID HEIGHT    -        -32.863 (meters)                     GEOID18
 DI3234  DYNAMIC HEIGHT  -          4.524 (meters)       14.84  (feet) COMP
 DI3234  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 DI3234
 DI3234  VERT ORDER      -  FIRST     CLASS II
 DI3234
 DI3234.The horizontal coordinates were scaled from a map and have
 DI3234.an estimated accuracy of +/- 6 seconds.
 DI3234
 DI3234.The orthometric height was determined by differential leveling and
 DI3234.adjusted by the NATIONAL GEODETIC SURVEY
 DI3234.in June 2007.
 DI3234
 DI3234.No vertical observational check was made to the station.
 DI3234
 DI3234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3234.GEOID18 height accuracy estimate available here.
 DI3234
 DI3234.Click photographs - Photos may exist for this station.
 DI3234
 DI3234.The dynamic height is computed by dividing the NAVD 88
 DI3234.geopotential number by the normal gravity value computed on the
 DI3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3234.degrees latitude (g = 980.6199 gals.).
 DI3234
 DI3234.The modeled gravity was interpolated from observed gravity values.
 DI3234
 DI3234;                    North         East    Units  Estimated Accuracy
 DI3234;SPC NJ       -   120,500.       98,830.      MT  (+/- 180 meters Scaled)
 DI3234
 DI3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK915185(NAD 83)
 DI3234
 DI3234                          SUPERSEDED SURVEY CONTROL
 DI3234
 DI3234.No superseded survey control is available for this station.
 DI3234
 DI3234_MARKER: DD = SURVEY DISK
 DI3234_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3234_SP_SET: SIDEWALK
 DI3234_STAMPING: 4 Q 1 2003
 DI3234_MARK LOGO: NJGS
 DI3234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3234+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 DI3234
 DI3234  HISTORY     - Date     Condition        Report By
 DI3234  HISTORY     - 20030730 MONUMENTED       NJGS
 DI3234
 DI3234                          STATION DESCRIPTION
 DI3234
 DI3234'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3234'THE STATION IS LOCATED IN THE BOROUGH OF WOODLYNNE,  AT THE SOUTHEAST
 DI3234'CORNER OF  WOODLYNNE AND CEDAR AVENUES.
 DI3234'
 DI3234'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30.  130
 DI3234'AND WOODLYNNE  AVENUE IN PENNSAUKEN TOWNSHIP, GO WEST ON WOODLYNNE
 DI3234'AVENUE FOR 0.5 MI (0.8 KM) TO THE  INTERSECTION WITH CEDAR AVENUE AND
 DI3234'THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN  THE SIDEWALK AT
 DI3234'THE SOUTHEAST CORNER OF THE INTERSECTION.
 DI3234'
 DI3234'THE STATION IS 3.2 M (10.5 FT) SOUTH SOUTHWEST FROM WOOD UTILITY POLE
 DI3234'NUMBER 60202 WL, 7.3  M (24.0 FT) SOUTHWEST FROM THE CENTERLINE OF
 DI3234'WOODLYNNE AVENUE, 5.3 M (17.4 FT) EAST  SOUTHEAST FROM THE CENTERLINE
 DI3234'OF CEDAR AVENUE AND 7.0 M (23.0 FT) NORTH FROM THE  CORNER OF HOUSE
 DI3234'NUMBER 1900.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3235 ***********************************************************************
 DI3235  DESIGNATION -  4 Q 2
 DI3235  PID         -  DI3235
 DI3235  STATE/COUNTY-  NJ/CAMDEN
 DI3235  COUNTRY     -  US
 DI3235  USGS QUAD   -  CAMDEN (2019)
 DI3235
 DI3235                         *CURRENT SURVEY CONTROL
 DI3235  ______________________________________________________________________
 DI3235* NAD 83(1986) POSITION- 39 54 47.21   (N) 075 03 24.82   (W)   HD_HELD1
 DI3235* NAVD 88 ORTHO HEIGHT -    14.190 (meters)       46.56  (feet) ADJUSTED
 DI3235  ______________________________________________________________________
 DI3235  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 DI3235  DYNAMIC HEIGHT  -         14.184 (meters)       46.54  (feet) COMP
 DI3235  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 DI3235
 DI3235  VERT ORDER      -  FIRST     CLASS II
 DI3235
 DI3235.The horizontal coordinates were determined by differentially corrected
 DI3235.hand held GPS observations or other comparable positioning techniques
 DI3235.and have an estimated accuracy of +/- 3 meters.
 DI3235
 DI3235.The orthometric height was determined by differential leveling and
 DI3235.adjusted by the NATIONAL GEODETIC SURVEY
 DI3235.in June 2007.
 DI3235
 DI3235.No vertical observational check was made to the station.
 DI3235
 DI3235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3235.GEOID18 height accuracy estimate available here.
 DI3235
 DI3235.Click photographs - Photos may exist for this station.
 DI3235
 DI3235.The dynamic height is computed by dividing the NAVD 88
 DI3235.geopotential number by the normal gravity value computed on the
 DI3235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3235.degrees latitude (g = 980.6199 gals.).
 DI3235
 DI3235.The modeled gravity was interpolated from observed gravity values.
 DI3235
 DI3235;                    North         East    Units  Estimated Accuracy
 DI3235;SPC NJ       -   120,016.5     102,389.0     MT  (+/- 3 meters HH1 GPS) 
 DI3235
 DI3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9513718115(NAD 83)
 DI3235
 DI3235                          SUPERSEDED SURVEY CONTROL
 DI3235
 DI3235.No superseded survey control is available for this station.
 DI3235
 DI3235_MARKER: DD = SURVEY DISK
 DI3235_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3235_SP_SET: ELECTRICAL MANHOLE RIM
 DI3235_STAMPING: 4 Q 2 2005
 DI3235_MARK LOGO: NJGS
 DI3235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3235+STABILITY: SURFACE MOTION
 DI3235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3235+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2008
 DI3235
 DI3235  HISTORY     - Date     Condition        Report By
 DI3235  HISTORY     - 2005     MONUMENTED       NJGS
 DI3235  HISTORY     - 20080607 GOOD             UE
 DI3235
 DI3235                          STATION DESCRIPTION
 DI3235
 DI3235'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3235'THE STATION IS LOCATED IN THE BOROUGH OF COLLINGSWOOD ON THE NORTHEAST
 DI3235'CORNER OF  CUTHBERT AVENUE (COUNTY ROUTE 636) AND HADDON AVENUE
 DI3235'(COUNTY ROUTE 511).
 DI3235'
 DI3235'THE STATION IS SET IN THE NORTHWEST CORNER OF A RECTANGULAR ELECTRICAL
 DI3235'TRAFFIC SIGNAL  MANHOLE, 1.1 M (3.6 FT) EAST OF THE EAST CURBLINE OF
 DI3235'CUTHBERT AVENUE, 11.7 M (38.4 FT) NORTH  OF THE EXTENDED NORTH
 DI3235'CURBLINE OF HADDON AVENUE, 7.4 M (24.3 FT) SOUTH OF THE CENTERLINE  OF
 DI3235'THE ENTRANCE DRIVEWAY FROM CUTHBERT AVENUE TO A WAWA STORE, 5.9 M
 DI3235'(19.4 FT)  SOUTHWEST OF POLE NUMBER 2416.
 DI3235
 DI3235                          STATION RECOVERY (2008)
 DI3235
 DI3235'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3307 ***********************************************************************
 DI3307  DESIGNATION -  4 R 1
 DI3307  PID         -  DI3307
 DI3307  STATE/COUNTY-  NJ/CAMDEN
 DI3307  COUNTRY     -  US
 DI3307  USGS QUAD   -  CAMDEN (2019)
 DI3307
 DI3307                         *CURRENT SURVEY CONTROL
 DI3307  ______________________________________________________________________
 DI3307* NAD 83(1986) POSITION- 39 54 28.07   (N) 075 04 54.34   (W)   HD_HELD1
 DI3307* NAVD 88 ORTHO HEIGHT -     3.370 (meters)       11.06  (feet) ADJUSTED
 DI3307  ______________________________________________________________________
 DI3307  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 DI3307  DYNAMIC HEIGHT  -          3.368 (meters)       11.05  (feet) COMP
 DI3307  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 DI3307
 DI3307  VERT ORDER      -  FIRST     CLASS II
 DI3307
 DI3307.The horizontal coordinates were determined by differentially corrected
 DI3307.hand held GPS observations or other comparable positioning techniques
 DI3307.and have an estimated accuracy of +/- 3 meters.
 DI3307
 DI3307.The orthometric height was determined by differential leveling and
 DI3307.adjusted by the NATIONAL GEODETIC SURVEY
 DI3307.in June 2007.
 DI3307
 DI3307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3307.GEOID18 height accuracy estimate available here.
 DI3307
 DI3307.Click photographs - Photos may exist for this station.
 DI3307
 DI3307.The dynamic height is computed by dividing the NAVD 88
 DI3307.geopotential number by the normal gravity value computed on the
 DI3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3307.degrees latitude (g = 980.6199 gals.).
 DI3307
 DI3307.The modeled gravity was interpolated from observed gravity values.
 DI3307
 DI3307;                    North         East    Units  Estimated Accuracy
 DI3307;SPC NJ       -   119,439.8     100,259.2     MT  (+/- 3 meters HH1 GPS) 
 DI3307
 DI3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9301117526(NAD 83)
 DI3307
 DI3307                          SUPERSEDED SURVEY CONTROL
 DI3307
 DI3307.No superseded survey control is available for this station.
 DI3307
 DI3307_MARKER: DD = SURVEY DISK
 DI3307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3307_SP_SET: BRIDGE SIDEWALK
 DI3307_STAMPING: 4 R 1 2003
 DI3307_MARK LOGO: NJGS
 DI3307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3307+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2022
 DI3307
 DI3307  HISTORY     - Date     Condition        Report By
 DI3307  HISTORY     - 20030730 MONUMENTED       NJGS
 DI3307  HISTORY     - 20080607 GOOD             UE
 DI3307  HISTORY     - 20221208 GOOD             NJGS
 DI3307
 DI3307                          STATION DESCRIPTION
 DI3307
 DI3307'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3307'THE STATION IS LOCATED IN THE BOROUGH OF COLLINGSWOOD ON THE WEST SIDE
 DI3307'OF U.S. HIGHWAY  30.  SET FLUSH IN A DRILL HOLE IN THE TOP OF THE
 DI3307'NORTHWEST BRIDGE SIDEWALK OF THE BRIDGE  CARRYING U.S.HIGHWAY 30 OVER
 DI3307'NEWTON LAKE, STRUCTURE NUMBER 0404 150.
 DI3307'
 DI3307'TO REACH THE STATION FROM THE INTERSECTION OF U.S HIGHWAYS 30 AND 130
 DI3307'IN PENNSAUKEN  TOWNSHIP, GO SOUTH ON U.S. HIGHWAY 30 FOR 0.8 MI (1.29
 DI3307'KM) TO THE STATION ON THE RIGHT, THE  STATION IS 9.8 M (32.2 FT) WEST
 DI3307'FROM THE CENTERLINE OF THE SOUTHBOUND LANES HIGHWAY 30,  13.7 M (44.9
 DI3307'FT) NORTH FROM WOOD UTILITY POLE NUMBER 60529 OK, 23.3 M (76.4 FT)
 DI3307'SOUTH FROM  WOOD UTILITY POLE NUMBER 61596 CO AND 2.9 M (9.5 FT)
 DI3307'NORTHWEST FROM AN INLET.
 DI3307
 DI3307                          STATION RECOVERY (2008)
 DI3307
 DI3307'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3307'RECOVERED IN GOOD CONDITION.
 DI3307
 DI3307                          STATION RECOVERY (2022)
 DI3307
 DI3307'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DI3307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3236 ***********************************************************************
 DI3236  DESIGNATION -  4 R 2
 DI3236  PID         -  DI3236
 DI3236  STATE/COUNTY-  NJ/CAMDEN
 DI3236  COUNTRY     -  US
 DI3236  USGS QUAD   -  CAMDEN (2019)
 DI3236
 DI3236                         *CURRENT SURVEY CONTROL
 DI3236  ______________________________________________________________________
 DI3236* NAD 83(1986) POSITION- 39 55 21.     (N) 075 03 20.     (W)   SCALED
 DI3236* NAVD 88 ORTHO HEIGHT -     4.319 (meters)       14.17  (feet) ADJUSTED
 DI3236  ______________________________________________________________________
 DI3236  GEOID HEIGHT    -        -32.828 (meters)                     GEOID18
 DI3236  DYNAMIC HEIGHT  -          4.317 (meters)       14.16  (feet) COMP
 DI3236  MODELED GRAVITY -    980,191.7   (mgal)                       NAVD 88
 DI3236
 DI3236  VERT ORDER      -  FIRST     CLASS II
 DI3236
 DI3236.The horizontal coordinates were scaled from a map and have
 DI3236.an estimated accuracy of +/- 6 seconds.
 DI3236
 DI3236.The orthometric height was determined by differential leveling and
 DI3236.adjusted by the NATIONAL GEODETIC SURVEY
 DI3236.in June 2007.
 DI3236
 DI3236.No vertical observational check was made to the station.
 DI3236
 DI3236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3236.GEOID18 height accuracy estimate available here.
 DI3236
 DI3236.Click photographs - Photos may exist for this station.
 DI3236
 DI3236.The dynamic height is computed by dividing the NAVD 88
 DI3236.geopotential number by the normal gravity value computed on the
 DI3236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3236.degrees latitude (g = 980.6199 gals.).
 DI3236
 DI3236.The modeled gravity was interpolated from observed gravity values.
 DI3236
 DI3236;                    North         East    Units  Estimated Accuracy
 DI3236;SPC NJ       -   121,060.      102,510.      MT  (+/- 180 meters Scaled)
 DI3236
 DI3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK952191(NAD 83)
 DI3236
 DI3236                          SUPERSEDED SURVEY CONTROL
 DI3236
 DI3236.No superseded survey control is available for this station.
 DI3236
 DI3236_MARKER: DD = SURVEY DISK
 DI3236_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3236_SP_SET: TRAFFIC SIGNAL BASE
 DI3236_STAMPING: 4 R 2 2005
 DI3236_MARK LOGO: NJGS
 DI3236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3236+STABILITY: SURFACE MOTION
 DI3236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3236+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3236
 DI3236  HISTORY     - Date     Condition        Report By
 DI3236  HISTORY     - 2005     MONUMENTED       NJGS
 DI3236
 DI3236                          STATION DESCRIPTION
 DI3236
 DI3236'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3236'THE STATION IS LOCATED IN HADDON TOWNSHIP, SET IN A DRILL HOLE IN THE
 DI3236'SOUTHEAST CORNER  OF A TRAFFIC SIGNAL BASE ON THE SOUTHWEST SIDE OF
 DI3236'SOUTH PARK DRIVE AND CUTHBERT  AVENUE (COUNTY ROUTE 636), JUST SOUTH
 DI3236'OF THE COOPER RIVER LAKE ON THE SOUTHWEST  CORNER OF CUTHBERT AVENUE
 DI3236'AND SOUTH PARK DRIVE.
 DI3236'
 DI3236'THE STATION IS 6.9 M (22.6 FT) WEST OF THE CENTERLINE OF THE
 DI3236'SOUTHBOUND LANES OF  CUTHBERT AVENUE, 17.3 M (56.8 FT) SOUTH OF THE
 DI3236'CENTERLINE OF SOUTH PARK DRIVE, 1.0 METER  SOUTHEAST OF THE TRAFFIC
 DI3236'SIGNAL MAST, 18.3 M (60.0 FT) NORTH NORTHEAST OF POLE NUMBER  291BT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3308 ***********************************************************************
 DI3308  DESIGNATION -  4 S 1
 DI3308  PID         -  DI3308
 DI3308  STATE/COUNTY-  NJ/CAMDEN
 DI3308  COUNTRY     -  US
 DI3308  USGS QUAD   -  CAMDEN (2019)
 DI3308
 DI3308                         *CURRENT SURVEY CONTROL
 DI3308  ______________________________________________________________________
 DI3308* NAD 83(1986) POSITION- 39 54 09.     (N) 075 04 39.     (W)   SCALED
 DI3308* NAVD 88 ORTHO HEIGHT -    13.183 (meters)       43.25  (feet) ADJUSTED
 DI3308  ______________________________________________________________________
 DI3308  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 DI3308  DYNAMIC HEIGHT  -         13.177 (meters)       43.23  (feet) COMP
 DI3308  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 DI3308
 DI3308  VERT ORDER      -  FIRST     CLASS II
 DI3308
 DI3308.The horizontal coordinates were scaled from a map and have
 DI3308.an estimated accuracy of +/- 6 seconds.
 DI3308
 DI3308.The orthometric height was determined by differential leveling and
 DI3308.adjusted by the NATIONAL GEODETIC SURVEY
 DI3308.in June 2007.
 DI3308
 DI3308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3308.GEOID18 height accuracy estimate available here.
 DI3308
 DI3308.Click photographs - Photos may exist for this station.
 DI3308
 DI3308.The dynamic height is computed by dividing the NAVD 88
 DI3308.geopotential number by the normal gravity value computed on the
 DI3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3308.degrees latitude (g = 980.6199 gals.).
 DI3308
 DI3308.The modeled gravity was interpolated from observed gravity values.
 DI3308
 DI3308;                    North         East    Units  Estimated Accuracy
 DI3308;SPC NJ       -   118,850.      100,620.      MT  (+/- 180 meters Scaled)
 DI3308
 DI3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK933169(NAD 83)
 DI3308
 DI3308                          SUPERSEDED SURVEY CONTROL
 DI3308
 DI3308.No superseded survey control is available for this station.
 DI3308
 DI3308_MARKER: DD = SURVEY DISK
 DI3308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3308_SP_SET: LANDSCAPE WALL
 DI3308_STAMPING: 4 S 1 2003
 DI3308_MARK LOGO: NJGS
 DI3308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3308+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 DI3308
 DI3308  HISTORY     - Date     Condition        Report By
 DI3308  HISTORY     - 2003     MONUMENTED       NJGS
 DI3308  HISTORY     - 20080627 GOOD             UE
 DI3308
 DI3308                          STATION DESCRIPTION
 DI3308
 DI3308'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3308'THE STATION IS LOCATED IN THE BOROUGH OF OAKLYN ON THE WEST OF U.S.
 DI3308'HIGHWAY 30.
 DI3308'
 DI3308'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3308'AND U.S. HIGHWAY  30 AT INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON,
 DI3308'GO NORTH ON U.S. HIGHWAY 30 FOR 2.5 MI  (4.02 KM) TO THE STATION ON
 DI3308'THE LEFT, SET FLUSH IN A DRILL HOLE IN TOP OF THE SOUTHWEST  CORNER
 DI3308'CONCRETE FOUNDATION WALL FOR A LANDSCAPED AREA AROUND A DUNKIN DONUTS
 DI3308'SIGN.
 DI3308'
 DI3308'THE STATION IS 11.6 M (38.1 FT) WEST SOUTHWEST FROM THE CENTERLINE OF
 DI3308'U.S. HIGHWAY 30, 6.2 M  (20.3 FT) NORTHEAST FROM THE NORTHEAST CORNER
 DI3308'OF THE OLD GRADS LOUNGE, 12.7 M (41.7 FT)  EAST FROM THE EAST CORNER
 DI3308'OF THE DUNKIN DONUTS BUILDING, 17.2 M (56.4 FT) SOUTHWEST FROM  A WOOD
 DI3308'UTILITY POLE WITH NO NUMBER AND 14.9 M (48.9 FT) SOUTH FROM THE
 DI3308'EXTENDED  CENTERLINE OF EAST GREENWOOD AVENUE.
 DI3308
 DI3308                          STATION RECOVERY (2008)
 DI3308
 DI3308'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3349 ***********************************************************************
 DI3349  DESIGNATION -  4 S 2
 DI3349  PID         -  DI3349
 DI3349  STATE/COUNTY-  NJ/CAMDEN
 DI3349  COUNTRY     -  US
 DI3349  USGS QUAD   -  CAMDEN (2019)
 DI3349
 DI3349                         *CURRENT SURVEY CONTROL
 DI3349  ______________________________________________________________________
 DI3349* NAD 83(1986) POSITION- 39 56 32.     (N) 075 06 20.     (W)   SCALED
 DI3349* NAVD 88 ORTHO HEIGHT -    10.423 (meters)       34.20  (feet) ADJUSTED
 DI3349  ______________________________________________________________________
 DI3349  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 DI3349  DYNAMIC HEIGHT  -         10.419 (meters)       34.18  (feet) COMP
 DI3349  MODELED GRAVITY -    980,188.1   (mgal)                       NAVD 88
 DI3349
 DI3349  VERT ORDER      -  FIRST     CLASS II
 DI3349
 DI3349.The horizontal coordinates were scaled from a map and have
 DI3349.an estimated accuracy of +/- 6 seconds.
 DI3349
 DI3349.The orthometric height was determined by differential leveling and
 DI3349.adjusted by the NATIONAL GEODETIC SURVEY
 DI3349.in June 2007.
 DI3349
 DI3349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3349.GEOID18 height accuracy estimate available here.
 DI3349
 DI3349.Click photographs - Photos may exist for this station.
 DI3349
 DI3349.The dynamic height is computed by dividing the NAVD 88
 DI3349.geopotential number by the normal gravity value computed on the
 DI3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3349.degrees latitude (g = 980.6199 gals.).
 DI3349
 DI3349.The modeled gravity was interpolated from observed gravity values.
 DI3349
 DI3349;                    North         East    Units  Estimated Accuracy
 DI3349;SPC NJ       -   123,280.       98,250.      MT  (+/- 180 meters Scaled)
 DI3349
 DI3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK909213(NAD 83)
 DI3349
 DI3349                          SUPERSEDED SURVEY CONTROL
 DI3349
 DI3349.No superseded survey control is available for this station.
 DI3349
 DI3349_MARKER: DD = SURVEY DISK
 DI3349_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3349_SP_SET: BRIDGE ABUTMENT
 DI3349_STAMPING: 4 S 2 2005
 DI3349_MARK LOGO: NJGS
 DI3349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3349+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 DI3349
 DI3349  HISTORY     - Date     Condition        Report By
 DI3349  HISTORY     - 20051020 MONUMENTED       NJGS
 DI3349
 DI3349                          STATION DESCRIPTION
 DI3349
 DI3349'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3349'THE STATION IS LOCATED IN CAMDEN, SET IN A DRILL HOLE IN THE EAST END
 DI3349'OF THE SOUTH  ABUTMENT OF THE FLANDERS STREET BRIDGE SPANNING U.S.
 DI3349'ROUTE 30 LEADING TO FEDERAL  STREET.  THE BRIDGE IS NORTHEAST OF THE
 DI3349'CAMPBELLS SOUP COMPLEX.
 DI3349'
 DI3349'THE STATION IS 0.7 METER SOUTHEAST OF THE EAST CURB OF FLANDERS STREET
 DI3349'AT THE  CORNERSTONE BALUSTRADE INSRIBED 1951, OPPOSITE AND ACROSS THE
 DI3349'ROAD FROM A STAIRWAY  LEADING UP TO THE BRIDGE FROM BELOW.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3309 ***********************************************************************
 DI3309  DESIGNATION -  4 T 1
 DI3309  PID         -  DI3309
 DI3309  STATE/COUNTY-  NJ/CAMDEN
 DI3309  COUNTRY     -  US
 DI3309  USGS QUAD   -  CAMDEN (2019)
 DI3309
 DI3309                         *CURRENT SURVEY CONTROL
 DI3309  ______________________________________________________________________
 DI3309* NAD 83(1986) POSITION- 39 54 04.     (N) 075 03 56.     (W)   SCALED
 DI3309* NAVD 88 ORTHO HEIGHT -    14.954 (meters)       49.06  (feet) ADJUSTED
 DI3309  ______________________________________________________________________
 DI3309  GEOID HEIGHT    -        -32.830 (meters)                     GEOID18
 DI3309  DYNAMIC HEIGHT  -         14.947 (meters)       49.04  (feet) COMP
 DI3309  MODELED GRAVITY -    980,189.4   (mgal)                       NAVD 88
 DI3309
 DI3309  VERT ORDER      -  FIRST     CLASS II
 DI3309
 DI3309.The horizontal coordinates were scaled from a map and have
 DI3309.an estimated accuracy of +/- 6 seconds.
 DI3309
 DI3309.The orthometric height was determined by differential leveling and
 DI3309.adjusted by the NATIONAL GEODETIC SURVEY
 DI3309.in June 2007.
 DI3309
 DI3309.No vertical observational check was made to the station.
 DI3309
 DI3309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3309.GEOID18 height accuracy estimate available here.
 DI3309
 DI3309.Click photographs - Photos may exist for this station.
 DI3309
 DI3309.The dynamic height is computed by dividing the NAVD 88
 DI3309.geopotential number by the normal gravity value computed on the
 DI3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3309.degrees latitude (g = 980.6199 gals.).
 DI3309
 DI3309.The modeled gravity was interpolated from observed gravity values.
 DI3309
 DI3309;                    North         East    Units  Estimated Accuracy
 DI3309;SPC NJ       -   118,690.      101,640.      MT  (+/- 180 meters Scaled)
 DI3309
 DI3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK943167(NAD 83)
 DI3309
 DI3309                          SUPERSEDED SURVEY CONTROL
 DI3309
 DI3309.No superseded survey control is available for this station.
 DI3309
 DI3309_MARKER: DD = SURVEY DISK
 DI3309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3309_SP_SET: STEP
 DI3309_STAMPING: 4 T 1 2003
 DI3309_MARK LOGO: NJGS
 DI3309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3309+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2022
 DI3309
 DI3309  HISTORY     - Date     Condition        Report By
 DI3309  HISTORY     - 20030731 MONUMENTED       NJGS
 DI3309  HISTORY     - 20080607 GOOD             UE
 DI3309  HISTORY     - 20221212 GOOD             NJGS
 DI3309
 DI3309                          STATION DESCRIPTION
 DI3309
 DI3309'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3309'THE STATION IS LOCATED IN HADDON TOWNSHIP ON THE NORTH SIDE OF
 DI3309'CUTHBERT AVENUE.
 DI3309'
 DI3309'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3309'AND U.S HIGHWAY  30 AT INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON, GO
 DI3309'NORTH ON U.S. HIGHWAY 30 FOR 2.3  MI (3.7 KM) TO THE TEE INTERSECTION
 DI3309'WITH CUTHBERT AVENUE ON THE RIGHT.  TURN RIGHT AND  GO NORTHEAST ON
 DI3309'CUTHBERT AVENUE FOR 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT, SET
 DI3309'FLUSH IN A DRILL HOLE IN THE TOP STEP OF A SET OF CONCRETE STEPS
 DI3309'LEADING DOWN TO THE  PARKING LOT FOR A RITE AID PHARMACY.
 DI3309'
 DI3309'THE STATION IS 7.4 M (24.3 FT) NORTH FROM THE CENTERLINE OF CUTHBERT
 DI3309'AVENUE, 43.8 M (143.7  FT) WEST FROM THE CENTERLINE OF LEE'S LANE AND
 DI3309'20.5 M (67.3 FT) SOUTH SOUTHWEST FROM AN  INLET IN THE PARKING LOT FOR
 DI3309'THE RITE AID PHARMACY.
 DI3309
 DI3309                          STATION RECOVERY (2008)
 DI3309
 DI3309'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3309'RECOVERED IN GOOD CONDITION.
 DI3309
 DI3309                          STATION RECOVERY (2022)
 DI3309
 DI3309'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DI3309'A LARGE TREE HAS GROWN OVER THE MARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3364 ***********************************************************************
 DI3364  DESIGNATION -  4 T 2
 DI3364  PID         -  DI3364
 DI3364  STATE/COUNTY-  NJ/CAMDEN
 DI3364  COUNTRY     -  US
 DI3364  USGS QUAD   -  CAMDEN (2019)
 DI3364
 DI3364                         *CURRENT SURVEY CONTROL
 DI3364  ______________________________________________________________________
 DI3364* NAD 83(1986) POSITION- 39 56 26.     (N) 075 06 35.     (W)   SCALED
 DI3364* NAVD 88 ORTHO HEIGHT -     5.016 (meters)       16.46  (feet) ADJUSTED
 DI3364  ______________________________________________________________________
 DI3364  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 DI3364  DYNAMIC HEIGHT  -          5.014 (meters)       16.45  (feet) COMP
 DI3364  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 DI3364
 DI3364  VERT ORDER      -  FIRST     CLASS II
 DI3364
 DI3364.The horizontal coordinates were scaled from a map and have
 DI3364.an estimated accuracy of +/- 6 seconds.
 DI3364
 DI3364.The orthometric height was determined by differential leveling and
 DI3364.adjusted by the NATIONAL GEODETIC SURVEY
 DI3364.in June 2007.
 DI3364
 DI3364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3364.GEOID18 height accuracy estimate available here.
 DI3364
 DI3364.Click photographs - Photos may exist for this station.
 DI3364
 DI3364.The dynamic height is computed by dividing the NAVD 88
 DI3364.geopotential number by the normal gravity value computed on the
 DI3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3364.degrees latitude (g = 980.6199 gals.).
 DI3364
 DI3364.The modeled gravity was interpolated from observed gravity values.
 DI3364
 DI3364;                    North         East    Units  Estimated Accuracy
 DI3364;SPC NJ       -   123,090.       97,890.      MT  (+/- 180 meters Scaled)
 DI3364
 DI3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK906211(NAD 83)
 DI3364
 DI3364                          SUPERSEDED SURVEY CONTROL
 DI3364
 DI3364.No superseded survey control is available for this station.
 DI3364
 DI3364_MARKER: DD = SURVEY DISK
 DI3364_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI3364_STAMPING: 4 T 2 2005
 DI3364_MARK LOGO: NJGS
 DI3364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3364+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 DI3364
 DI3364  HISTORY     - Date     Condition        Report By
 DI3364  HISTORY     - 20051020 MONUMENTED       NJGS
 DI3364
 DI3364                          STATION DESCRIPTION
 DI3364
 DI3364'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3364'THE STATION IS LOCATED IN CAMDEN, AT THE THREE ROAD JUNCTION OF MT
 DI3364'EPHRAIM AVENUE TO  THE WEST, 10TH AVENUE TO THE NORTH, AND ST MIHIEL
 DI3364'STREET TO THE EAST, NEAR THE  NORTHWEST CORNER OF THE CAMPBELLS SOUP
 DI3364'COMPLEX.
 DI3364'
 DI3364'THE STATION IS A CENTER PUNCHED 2 INCH (5 CM) NJDOT DISK (STAMPED 4 T
 DI3364'2 2005) SET IN A DRILL  HOLE IN A SQUARE CAMDEN ENGINEERS MONUMENT
 DI3364'ABOUT 0.1 METER BELOW THE SIDEWALK IN A  ROUND CITY OF CAMDEN
 DI3364'ENGINEERS MONUMENT BOX.
 DI3364'
 DI3364'THE STATION IS AT THE WEST EDGE OF THE SIDEWALK FOR ST MIHIEL STREET,
 DI3364'2.7 M (8.9 FT)  NORTHWEST OF THE WEST CURB OF ST MIHIEL STREET, 26.2 M
 DI3364'(86.0 FT) EAST SOUTHEAST OF THE  EAST CURB OF MT EPHRIAM AVENUE, 6.4 M
 DI3364'(21.0 FT) NORTH NORTHWEST OF POLE NUMBER 68457CM,  7.9 M (25.9 FT)
 DI3364'SOUTH SOUTHWEST OF THE SOUTH CURB OF 10TH AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3237 ***********************************************************************
 DI3237  DESIGNATION -  4 U 1
 DI3237  PID         -  DI3237
 DI3237  STATE/COUNTY-  NJ/CAMDEN
 DI3237  COUNTRY     -  US
 DI3237  USGS QUAD   -  CAMDEN (2019)
 DI3237
 DI3237                         *CURRENT SURVEY CONTROL
 DI3237  ______________________________________________________________________
 DI3237* NAD 83(1986) POSITION- 39 54 15.     (N) 075 03 45.     (W)   SCALED
 DI3237* NAVD 88 ORTHO HEIGHT -     2.797 (meters)        9.18  (feet) ADJUSTED
 DI3237  ______________________________________________________________________
 DI3237  GEOID HEIGHT    -        -32.828 (meters)                     GEOID18
 DI3237  DYNAMIC HEIGHT  -          2.796 (meters)        9.17  (feet) COMP
 DI3237  MODELED GRAVITY -    980,189.9   (mgal)                       NAVD 88
 DI3237
 DI3237  VERT ORDER      -  FIRST     CLASS II
 DI3237
 DI3237.The horizontal coordinates were scaled from a map and have
 DI3237.an estimated accuracy of +/- 6 seconds.
 DI3237
 DI3237.The orthometric height was determined by differential leveling and
 DI3237.adjusted by the NATIONAL GEODETIC SURVEY
 DI3237.in June 2007.
 DI3237
 DI3237.No vertical observational check was made to the station.
 DI3237
 DI3237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3237.GEOID18 height accuracy estimate available here.
 DI3237
 DI3237.Click photographs - Photos may exist for this station.
 DI3237
 DI3237.The dynamic height is computed by dividing the NAVD 88
 DI3237.geopotential number by the normal gravity value computed on the
 DI3237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3237.degrees latitude (g = 980.6199 gals.).
 DI3237
 DI3237.The modeled gravity was interpolated from observed gravity values.
 DI3237
 DI3237;                    North         East    Units  Estimated Accuracy
 DI3237;SPC NJ       -   119,030.      101,900.      MT  (+/- 180 meters Scaled)
 DI3237
 DI3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK946171(NAD 83)
 DI3237
 DI3237                          SUPERSEDED SURVEY CONTROL
 DI3237
 DI3237.No superseded survey control is available for this station.
 DI3237
 DI3237_MARKER: DD = SURVEY DISK
 DI3237_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3237_SP_SET: BRIDGE ABUTMENT
 DI3237_STAMPING: 4 U 1 2005
 DI3237_MARK LOGO: NJGS
 DI3237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3237+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2022
 DI3237
 DI3237  HISTORY     - Date     Condition        Report By
 DI3237  HISTORY     - 2005     MONUMENTED       NJGS
 DI3237  HISTORY     - 20080607 GOOD             UE
 DI3237  HISTORY     - 20221212 GOOD             NJGS
 DI3237
 DI3237                          STATION DESCRIPTION
 DI3237
 DI3237'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3237'THE STATION IS LOCATED IN HADDON TOWNSHIP ON THE WEST SIDE OF CUTHBERT
 DI3237'AVENUE SET IN  THE NORTHWEST END OF THE ABUTMENT BEHIND THE CONCRETE
 DI3237'BALUSTRADE OF THE CUTHBERT  AVENUE (COUNTY ROUTE 636) SPANNING NEWTON
 DI3237'CREEK.  THE STATION IS AT THE EAST ENTRANCE  TO NEWTON LAKE PARK.
 DI3237'
 DI3237'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DI3237'CUTHBERT AVENUE, GO  0.75 MI (1.21 KM) NORTHEAST ON CUTHBERT AVENUE TO
 DI3237'THE STATION ON THE LEFT.
 DI3237'
 DI3237'THE STATION IS 1.8 M (5.9 FT) NORTHWEST OF THE NORTHWEST CURB OF
 DI3237'CUTHBERT AVENUE, 3.5 M  (11.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 DI3237'CULVERT, 18.3 M (60.0 FT) NORTH NORTHEAST OF  POLE NUMBER 61845, 30.5
 DI3237'M (100.1 FT) SOUTH SOUTHWEST OF A POLE WITH NO NUMBER.
 DI3237
 DI3237                          STATION RECOVERY (2008)
 DI3237
 DI3237'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3237'RECOVERED IN GOOD CONDITION.
 DI3237
 DI3237                          STATION RECOVERY (2022)
 DI3237
 DI3237'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DI3237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3238 ***********************************************************************
 DI3238  DESIGNATION -  4 U 2
 DI3238  PID         -  DI3238
 DI3238  STATE/COUNTY-  NJ/CAMDEN
 DI3238  COUNTRY     -  US
 DI3238  USGS QUAD   -  CAMDEN (2019)
 DI3238
 DI3238                         *CURRENT SURVEY CONTROL
 DI3238  ______________________________________________________________________
 DI3238* NAD 83(1986) POSITION- 39 56 38.55   (N) 075 06 20.98   (W)   HD_HELD1
 DI3238* NAVD 88 ORTHO HEIGHT -     4.889 (meters)       16.04  (feet) ADJUSTED
 DI3238  ______________________________________________________________________
 DI3238  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 DI3238  DYNAMIC HEIGHT  -          4.887 (meters)       16.03  (feet) COMP
 DI3238  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 DI3238
 DI3238  VERT ORDER      -  FIRST     CLASS II
 DI3238
 DI3238.The horizontal coordinates were determined by differentially corrected
 DI3238.hand held GPS observations or other comparable positioning techniques
 DI3238.and have an estimated accuracy of +/- 3 meters.
 DI3238
 DI3238.The orthometric height was determined by differential leveling and
 DI3238.adjusted by the NATIONAL GEODETIC SURVEY
 DI3238.in June 2007.
 DI3238
 DI3238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3238.GEOID18 height accuracy estimate available here.
 DI3238
 DI3238.Click photographs - Photos may exist for this station.
 DI3238
 DI3238.The dynamic height is computed by dividing the NAVD 88
 DI3238.geopotential number by the normal gravity value computed on the
 DI3238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3238.degrees latitude (g = 980.6199 gals.).
 DI3238
 DI3238.The modeled gravity was interpolated from observed gravity values.
 DI3238
 DI3238;                    North         East    Units  Estimated Accuracy
 DI3238;SPC NJ       -   123,477.5      98,228.8     MT  (+/- 3 meters HH1 GPS) 
 DI3238
 DI3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9095921551(NAD 83)
 DI3238
 DI3238                          SUPERSEDED SURVEY CONTROL
 DI3238
 DI3238.No superseded survey control is available for this station.
 DI3238
 DI3238_MARKER: DD = SURVEY DISK
 DI3238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3238_SP_SET: BALUSTRADE BASE
 DI3238_STAMPING: 4 U 2 2005
 DI3238_MARK LOGO: NJGS
 DI3238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3238+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 DI3238
 DI3238  HISTORY     - Date     Condition        Report By
 DI3238  HISTORY     - 20051020 MONUMENTED       NJGS
 DI3238
 DI3238                          STATION DESCRIPTION
 DI3238
 DI3238'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3238'THE STATION IS LOCATED IN CAMDEN, SET IN A DRILL HOLE IN THE BASE FOR
 DI3238'THE CONCRETE  BALUSTRADE ON THE NORTH SIDE OF THE SIDEWALK AT THE EAST
 DI3238'END OF THE FEDERAL STREET  BRIDGE, 16.7 M (54.8 FT) WEST OF THE
 DI3238'CENTERLINE OF THE U.S. ROUTE 30 WEST BOUND ON RAMP  FROM FEDERAL
 DI3238'STREET.  THE BASE AT THIS LOCATION IN ABOUT 0.3 METER ABOVE THE LEVEL
 DI3238'OF  THE SIDEWALK.
 DI3238'
 DI3238'THE STATION IS 3.0 M (9.8 FT) NORTH OF THE NORTH CURB OF FEDERAL
 DI3238'STREET, 0.8 METER WEST OF  THE WEST END OF THE RAISED BALUSTRADE, 21.7
 DI3238'M (71.2 FT) WEST OF POLE NUMBER 19992CM, 11.5  M (37.7 FT) EAST OF A
 DI3238'STREET LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3310 ***********************************************************************
 DI3310  DESIGNATION -  4 V 1
 DI3310  PID         -  DI3310
 DI3310  STATE/COUNTY-  NJ/CAMDEN
 DI3310  COUNTRY     -  US
 DI3310  USGS QUAD   -  CAMDEN (2019)
 DI3310
 DI3310                         *CURRENT SURVEY CONTROL
 DI3310  ______________________________________________________________________
 DI3310* NAD 83(1986) POSITION- 39 55 03.57   (N) 075 03 20.50   (W)   HD_HELD1
 DI3310* NAVD 88 ORTHO HEIGHT -     7.357 (meters)       24.14  (feet) ADJUSTED
 DI3310  ______________________________________________________________________
 DI3310  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 DI3310  DYNAMIC HEIGHT  -          7.353 (meters)       24.12  (feet) COMP
 DI3310  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 DI3310
 DI3310  VERT ORDER      -  FIRST     CLASS II
 DI3310
 DI3310.The horizontal coordinates were determined by differentially corrected
 DI3310.hand held GPS observations or other comparable positioning techniques
 DI3310.and have an estimated accuracy of +/- 3 meters.
 DI3310
 DI3310.The orthometric height was determined by differential leveling and
 DI3310.adjusted by the NATIONAL GEODETIC SURVEY
 DI3310.in June 2007.
 DI3310
 DI3310.No vertical observational check was made to the station.
 DI3310
 DI3310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3310.GEOID18 height accuracy estimate available here.
 DI3310
 DI3310.Click photographs - Photos may exist for this station.
 DI3310
 DI3310.The dynamic height is computed by dividing the NAVD 88
 DI3310.geopotential number by the normal gravity value computed on the
 DI3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3310.degrees latitude (g = 980.6199 gals.).
 DI3310
 DI3310.The modeled gravity was interpolated from observed gravity values.
 DI3310
 DI3310;                    North         East    Units  Estimated Accuracy
 DI3310;SPC NJ       -   120,520.4     102,494.8     MT  (+/- 3 meters HH1 GPS) 
 DI3310
 DI3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9524018619(NAD 83)
 DI3310
 DI3310                          SUPERSEDED SURVEY CONTROL
 DI3310
 DI3310.No superseded survey control is available for this station.
 DI3310
 DI3310_MARKER: DD = SURVEY DISK
 DI3310_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3310_SP_SET: JUNCTION BOX
 DI3310_STAMPING: 4 V 1 2003
 DI3310_MARK LOGO: NJGS
 DI3310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3310+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DI3310
 DI3310  HISTORY     - Date     Condition        Report By
 DI3310  HISTORY     - 20030731 MONUMENTED       NJGS
 DI3310  HISTORY     - 20080530 GOOD             UE
 DI3310
 DI3310                          STATION DESCRIPTION
 DI3310
 DI3310'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3310'THE STATION IS LOCATED IN THE BOROUGH OF COLLINGSWOOD.
 DI3310'
 DI3310'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3310'AND U.S. HIGHWAY  30 AT INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON,
 DI3310'GO NORTH ON U.S. HIGHWAY 30 FOR 2.3  MI (3.7 KM) TO THE TEE
 DI3310'INTERSECTION WITH CUTHBERT AVENUE.  TURN RIGHT AND GO NORTHEAST  ON
 DI3310'CUTHBERT AVENUE FOR 1.8 MI (2.9 KM) TO THE INTERSECTION WITH EMERALD
 DI3310'AND ADDISON  AVENUES AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL
 DI3310'HOLE IN THE TOP OF A  RECTANGULAR CONCRETE UTILITY JUNCTION BOX.
 DI3310'
 DI3310'THE STATION IS 23.4 M (76.8 FT) SOUTH SOUTHEAST FROM WOOD UTILITY POLE
 DI3310'NUMBER 61371, 14.7 M  (48.2 FT) SOUTH FROM AN INLET, 14.3 M (46.9 FT)
 DI3310'EAST FROM THE NORTHEAST CORNER OF  APARTMENT BUILDING NUMBER 119, 2.1
 DI3310'M (6.9 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF  CUTHBERT AVENUE AND
 DI3310'15.3 M (50.2 FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER 2505.
 DI3310
 DI3310                          STATION RECOVERY (2008)
 DI3310
 DI3310'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3239 ***********************************************************************
 DI3239  DESIGNATION -  4 V 2
 DI3239  PID         -  DI3239
 DI3239  STATE/COUNTY-  NJ/CAMDEN
 DI3239  COUNTRY     -  US
 DI3239  USGS QUAD   -  PHILADELPHIA (2019)
 DI3239
 DI3239                         *CURRENT SURVEY CONTROL
 DI3239  ______________________________________________________________________
 DI3239* NAD 83(1986) POSITION- 39 56 34.90   (N) 075 07 44.97   (W)   HD_HELD1
 DI3239* NAVD 88 ORTHO HEIGHT -    10.830 (meters)       35.53  (feet) ADJUSTED
 DI3239  ______________________________________________________________________
 DI3239  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 DI3239  DYNAMIC HEIGHT  -         10.825 (meters)       35.52  (feet) COMP
 DI3239  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 DI3239
 DI3239  VERT ORDER      -  FIRST     CLASS II
 DI3239
 DI3239.The horizontal coordinates were determined by differentially corrected
 DI3239.hand held GPS observations or other comparable positioning techniques
 DI3239.and have an estimated accuracy of +/- 3 meters.
 DI3239
 DI3239.The orthometric height was determined by differential leveling and
 DI3239.adjusted by the NATIONAL GEODETIC SURVEY
 DI3239.in June 2007.
 DI3239
 DI3239.No vertical observational check was made to the station.
 DI3239
 DI3239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3239.GEOID18 height accuracy estimate available here.
 DI3239
 DI3239.Click photographs - Photos may exist for this station.
 DI3239
 DI3239.The dynamic height is computed by dividing the NAVD 88
 DI3239.geopotential number by the normal gravity value computed on the
 DI3239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3239.degrees latitude (g = 980.6199 gals.).
 DI3239
 DI3239.The modeled gravity was interpolated from observed gravity values.
 DI3239
 DI3239;                    North         East    Units  Estimated Accuracy
 DI3239;SPC NJ       -   123,378.7      96,234.3     MT  (+/- 3 meters HH1 GPS) 
 DI3239
 DI3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8896521441(NAD 83)
 DI3239
 DI3239                          SUPERSEDED SURVEY CONTROL
 DI3239
 DI3239.No superseded survey control is available for this station.
 DI3239
 DI3239_MARKER: DD = SURVEY DISK
 DI3239_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3239_SP_SET: BRIDGE ABUTMENT
 DI3239_STAMPING: 4 V 2 2006
 DI3239_MARK LOGO: NJGS
 DI3239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3239+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2021
 DI3239
 DI3239  HISTORY     - Date     Condition        Report By
 DI3239  HISTORY     - 20060411 MONUMENTED       NJGS
 DI3239  HISTORY     - 20210702 GOOD             NJGS
 DI3239
 DI3239                          STATION DESCRIPTION
 DI3239
 DI3239'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3239'THE STATION IS LOCATED IN THE CITY OF CAMDEN, SET IN A DRILL HOLE OF
 DI3239'THE ABUTMENT OF THE  DR.  MARTIN LUTHER KING BOULEVARD BRIDGE SPANNING
 DI3239'THE RIVERLINE RAILROAD AND NORTH  DELAWARE AVENUE.
 DI3239'
 DI3239'TO REACH THE STATION FROM EXIT 5, MILE POST 3.3, OF U.S. INTERSTATE
 DI3239'HIGHWAY 676  NORTHBOUND, TAKE RAMP AND GO ABOUT 0.85 MI (1.37 KM) WEST
 DI3239'ON DR.  MARTIN LUTHER KING  BOULEVARD TO THE STATION ON THE LEFT.
 DI3239'
 DI3239'TO REACH THE STATION FROM THE WESTBOUND LANES OF THE ADMIRIAL WILSON
 DI3239'BOULEVARD (U.S.   ROUTE 30), NEAR MILEPOST 1.75, TAKE FLANDERS AVENUE,
 DI3239'WHICH IS JUST WEST OF THE  COOPER RIVER, EXIT LABLED AS MICKLE
 DI3239'BOULEVARD/CAMPBELL PLACE.  GO ABOUT 0.3 MI (0.48 KM)  AROUND RAMP AND
 DI3239'SOUTH SOUTHWEST ON FLANDERS AVENUE TO SOUTH 11TH STREET, CONTINUE
 DI3239'AHEAD ON SOUTH 11TH STREET FOR ABOUT 0.15 MI (0.24 KM) TO A ROAD FORK,
 DI3239'TAKE THE LEFT FORK  ONTO DR. MARTIN LUTHER KING BOULEVARD, GO ABOUT
 DI3239'1.0 MI (1.61 KM) WEST ON DR.  MARTIN  LUTHER KING BOULEVARD TO THE
 DI3239'STATION ON THE LEFT.
 DI3239'
 DI3239'THE STATION IS 4.1 M (13.5 FT) SOUTHWEST OF THE CURB OF DR.  MARTIN
 DI3239'LUTHER KING BOULEVARD,  12.6 M (41.3 FT) SOUTHEAST OF THE CENTER OF
 DI3239'THE BRIDGE, 6.4 M (21.0 FT) WEST OF THE EAST END  OF THE CONCRETE
 DI3239'BRIDGE RAIL, 4.2 M (13.8 FT) SOUTHWEST OF LIGHT POLE NUMBER 1587, 18.3
 DI3239'M  (60.0 FT) NORTH NORTHWEST OF STATION BB-62 BIG J, SET IN THE GRASSY
 DI3239'AREA ON THE SOUTH SIDE  OF DR.  MARTIN LUTHER KING BOULEVARD.
 DI3239
 DI3239                          STATION RECOVERY (2021)
 DI3239
 DI3239'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DI3239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3311 ***********************************************************************
 DI3311  DESIGNATION -  4 W 1
 DI3311  PID         -  DI3311
 DI3311  STATE/COUNTY-  NJ/CAMDEN
 DI3311  COUNTRY     -  US
 DI3311  USGS QUAD   -  CAMDEN (2019)
 DI3311
 DI3311                         *CURRENT SURVEY CONTROL
 DI3311  ______________________________________________________________________
 DI3311* NAD 83(1986) POSITION- 39 55 36.76   (N) 075 03 18.73   (W)   HD_HELD1
 DI3311* NAVD 88 ORTHO HEIGHT -     6.254 (meters)       20.52  (feet) ADJUSTED
 DI3311  ______________________________________________________________________
 DI3311  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 DI3311  DYNAMIC HEIGHT  -          6.252 (meters)       20.51  (feet) COMP
 DI3311  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 DI3311
 DI3311  VERT ORDER      -  FIRST     CLASS II
 DI3311
 DI3311.The horizontal coordinates were determined by differentially corrected
 DI3311.hand held GPS observations or other comparable positioning techniques
 DI3311.and have an estimated accuracy of +/- 3 meters.
 DI3311
 DI3311.The orthometric height was determined by differential leveling and
 DI3311.adjusted by the NATIONAL GEODETIC SURVEY
 DI3311.in June 2007.
 DI3311
 DI3311.No vertical observational check was made to the station.
 DI3311
 DI3311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3311.GEOID18 height accuracy estimate available here.
 DI3311
 DI3311.Click photographs - Photos may exist for this station.
 DI3311
 DI3311.The dynamic height is computed by dividing the NAVD 88
 DI3311.geopotential number by the normal gravity value computed on the
 DI3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3311.degrees latitude (g = 980.6199 gals.).
 DI3311
 DI3311.The modeled gravity was interpolated from observed gravity values.
 DI3311
 DI3311;                    North         East    Units  Estimated Accuracy
 DI3311;SPC NJ       -   121,543.7     102,543.2     MT  (+/- 3 meters HH1 GPS) 
 DI3311
 DI3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9528219642(NAD 83)
 DI3311
 DI3311                          SUPERSEDED SURVEY CONTROL
 DI3311
 DI3311.No superseded survey control is available for this station.
 DI3311
 DI3311_MARKER: DD = SURVEY DISK
 DI3311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3311_SP_SET: JUNCTION BOX
 DI3311_STAMPING: 4 W 1 2003
 DI3311_MARK LOGO: NJGS
 DI3311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3311+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2022
 DI3311
 DI3311  HISTORY     - Date     Condition        Report By
 DI3311  HISTORY     - 20030731 MONUMENTED       NJGS
 DI3311  HISTORY     - 20221212 GOOD             NJGS
 DI3311
 DI3311                          STATION DESCRIPTION
 DI3311
 DI3311'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3311'THE STATION IS LOCATED IN THE BOROUGH OF COLLINGSWOOD ON THE EAST SIDE
 DI3311'OF CUTHBERT  AVENUE.
 DI3311'
 DI3311'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3311'AND U.S.  HIGHWAY 30 AT INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON,
 DI3311'GO 2.3 MI (3.7 KM) NORTH ON  U.S. HIGHWAY 30 TO THE TEE INTERSECTION
 DI3311'WITH CUTHBERT AVENUE ON THE RIGHT.  TURN RIGHT  AND GO NORTHEAST ON
 DI3311'CUTHBERT AVENUE FOR 2.4 MI (3.86 KM) TO THE STATION ON THE RIGHT,  SET
 DI3311'FLUSH IN A DRILL HOLE IN THE TOP OF A RECTANGULAR CONCRETE UTILITY
 DI3311'JUNCTION BOX IN A  LANDSCAPED GRASS ISLAND NEAR THE JUNCTION OF THE
 DI3311'EXIT RAMP LEADING FROM THE  EASTBOUND LANES OF STATE ROUTE 70 TO THE
 DI3311'NORTHBOUND LANE OF CUTHBERT AVENUE.
 DI3311'
 DI3311'THE STATION IS 16.4 M (53.8 FT) NORTH FROM A WOOD UTILITY POLE WITH NO
 DI3311'NUMBER, 18.5 M (60.7  FT) SOUTH SOUTHWEST FROM WOOD UTILITY POLE
 DI3311'NUMBER 6011, 18.9 M (62.0 FT) NORTHWEST FROM  AN INLET AND 2.4 M (7.9
 DI3311'FT) EAST FROM THE EAST CURB OF CUTHBERT AVENUE.
 DI3311
 DI3311                          STATION RECOVERY (2022)
 DI3311
 DI3311'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DI3311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3365 ***********************************************************************
 DI3365  DESIGNATION -  4 W 2
 DI3365  PID         -  DI3365
 DI3365  STATE/COUNTY-  NJ/CAMDEN
 DI3365  COUNTRY     -  US
 DI3365  USGS QUAD   -  PHILADELPHIA (2019)
 DI3365
 DI3365                         *CURRENT SURVEY CONTROL
 DI3365  ______________________________________________________________________
 DI3365* NAD 83(1986) POSITION- 39 56 28.     (N) 075 07 56.     (W)   SCALED
 DI3365* NAVD 88 ORTHO HEIGHT -     2.762 (meters)        9.06  (feet) ADJUSTED
 DI3365  ______________________________________________________________________
 DI3365  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 DI3365  DYNAMIC HEIGHT  -          2.761 (meters)        9.06  (feet) COMP
 DI3365  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 DI3365
 DI3365  VERT ORDER      -  FIRST     CLASS II
 DI3365
 DI3365.The horizontal coordinates were scaled from a map and have
 DI3365.an estimated accuracy of +/- 6 seconds.
 DI3365
 DI3365.The orthometric height was determined by differential leveling and
 DI3365.adjusted by the NATIONAL GEODETIC SURVEY
 DI3365.in June 2007.
 DI3365
 DI3365.No vertical observational check was made to the station.
 DI3365
 DI3365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3365.GEOID18 height accuracy estimate available here.
 DI3365
 DI3365.Click photographs - Photos may exist for this station.
 DI3365
 DI3365.The dynamic height is computed by dividing the NAVD 88
 DI3365.geopotential number by the normal gravity value computed on the
 DI3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3365.degrees latitude (g = 980.6199 gals.).
 DI3365
 DI3365.The modeled gravity was interpolated from observed gravity values.
 DI3365
 DI3365;                    North         East    Units  Estimated Accuracy
 DI3365;SPC NJ       -   123,170.       95,970.      MT  (+/- 180 meters Scaled)
 DI3365
 DI3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK887212(NAD 83)
 DI3365
 DI3365                          SUPERSEDED SURVEY CONTROL
 DI3365
 DI3365.No superseded survey control is available for this station.
 DI3365
 DI3365_MARKER: DD = SURVEY DISK
 DI3365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3365_SP_SET: BULKHEAD
 DI3365_STAMPING: 4 W 2 2006
 DI3365_MARK LOGO: NJGS
 DI3365_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3365+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2022
 DI3365
 DI3365  HISTORY     - Date     Condition        Report By
 DI3365  HISTORY     - 20060411 MONUMENTED       NJGS
 DI3365  HISTORY     - 20220623 GOOD             NJGS
 DI3365
 DI3365                          STATION DESCRIPTION
 DI3365
 DI3365'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3365'THE STATION IS LOCATED IN THE CITY OF CAMDEN, SET IN A DRILL HOLE EAST
 DI3365'END OF AN L-SHAPED  CONCRETE BULKHEAD FOR THE BATTLESHIP NEW JERSEY
 DI3365'MOORING IN THE ULYSSES S. WIGGINS  WATERFRONT PARK.  THE STATION IS AT
 DI3365'THE NORTHERLY END OF THE RIVERFRONT BULKHEAD,  SOUTHWEST OF A
 DI3365'TICKETBOOTH-MAINTENCE BUILDING AT THE END OF A CIRCULAR DRIVE.
 DI3365'
 DI3365'TO REACH THE STATION FROM EXIT 5, MILE POST 3.3, OF U.S. INTERSTATE
 DI3365'HIGHWAY 676  NORTHBOUND, TAKE RAMP AND GO ABOUT 1.2 MI (1.93 KM) WEST
 DI3365'ON DR.  MARTIN LUTHER KING  BOULEVARD TO THE CIRCULAR TURNAROUND AND A
 DI3365'ROAD LEADING TO THE MARINA AREA AND  BATTLESHIP, GO 0.2 MI (0.32 KM)
 DI3365'SOUTH INTO THE MARINA AREA THEN TOWARD THE BATTLESHIP,  SOUTH OF THE
 DI3365'TWEETER CENTER TO THE END OF THE PAVED ROAD AT THE CIRCLE AND THE
 DI3365'STATION AHEAD ON THE RIGHT.
 DI3365'
 DI3365'TO REACH THE STATION FROM THE WESTBOUND LANES OF THE ADMIRIAL WILSON
 DI3365'BOULEVARD (U.S.   ROUTE 30), NEAR MILEPOST 1.75, TAKE FLANDERS AVENUE,
 DI3365'WHICH IS JUST WEST OF THE  COOPER RIVER, EXIT LABLED AS MICKLE
 DI3365'BOULEVARD/CAMPBELL PLACE.  GO ABOUT 0.3 MI (0.48 KM)  AROUND RAMP AND
 DI3365'SOUTH SOUTHWEST ON FLANDERS AVENUE TO SOUTH 11TH STREET, CONTINUE
 DI3365'AHEAD ON SOUTH 11TH STREET FOR ABOUT 0.15 MI (0.24 KM) TO A ROAD FORK,
 DI3365'TAKE THE LEFT FORK  ONTO DR. MARTIN LUTHER KING BOULEVARD, GO ABOUT
 DI3365'1.1 MI (1.77 KM) WEST ON DR.  MARTIN  LUTHER KING BOULEVARD TO THE
 DI3365'CIRCULAR TURNAROUND AND A ROAD LEADING TO THE MARINA  AREA AND
 DI3365'BATTLESHIP, GO 0.2 MI (0.32 KM) SOUTH INTO THE MARINA AREA THEN TOWARD
 DI3365'THE  BATTLESHIP, SOUTH OF THE TWEETER CENTER TO THE END OF THE PAVED
 DI3365'ROAD AT THE CIRCLE  AND THE STATION AHEAD ON THE RIGHT.
 DI3365'
 DI3365'THE STATION IS SET IN THE TOP OF THE END END OF THE CONCTRETE
 DI3365'BULKHEAD, BEHIND AND AT  THE END OF A 4 FT (1.2 M) IRON FENCE FOR THE
 DI3365'BULKHEAD AND AT THE CORNER OF AN 8 FT (2.4 M)  IRON FENCE SURROUNDING
 DI3365'THE COMPLEX.  THE STATION IS NORTH OF THE BRICKED WALKWAY  LEADING TO
 DI3365'THE NEW JERSEY VISITORS CENTER AND GANGPLANK TO THE BATTLESHIP.
 DI3365
 DI3365                          STATION RECOVERY (2022)
 DI3365
 DI3365'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DI3365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3240 ***********************************************************************
 DI3240  DESIGNATION -  4 X 1
 DI3240  PID         -  DI3240
 DI3240  STATE/COUNTY-  NJ/CAMDEN
 DI3240  COUNTRY     -  US
 DI3240  USGS QUAD   -  RUNNEMEDE (2019)
 DI3240
 DI3240                         *CURRENT SURVEY CONTROL
 DI3240  ______________________________________________________________________
 DI3240* NAD 83(1986) POSITION- 39 52 14.88   (N) 075 02 37.87   (W)   HD_HELD1
 DI3240* NAVD 88 ORTHO HEIGHT -    22.418 (meters)       73.55  (feet) ADJUSTED
 DI3240  ______________________________________________________________________
 DI3240  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 DI3240  DYNAMIC HEIGHT  -         22.408 (meters)       73.52  (feet) COMP
 DI3240  MODELED GRAVITY -    980,183.1   (mgal)                       NAVD 88
 DI3240
 DI3240  VERT ORDER      -  FIRST     CLASS II
 DI3240
 DI3240.The horizontal coordinates were determined by differentially corrected
 DI3240.hand held GPS observations or other comparable positioning techniques
 DI3240.and have an estimated accuracy of +/- 3 meters.
 DI3240
 DI3240.The orthometric height was determined by differential leveling and
 DI3240.adjusted by the NATIONAL GEODETIC SURVEY
 DI3240.in June 2007.
 DI3240
 DI3240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3240.GEOID18 height accuracy estimate available here.
 DI3240
 DI3240.Click photographs - Photos may exist for this station.
 DI3240
 DI3240.The dynamic height is computed by dividing the NAVD 88
 DI3240.geopotential number by the normal gravity value computed on the
 DI3240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3240.degrees latitude (g = 980.6199 gals.).
 DI3240
 DI3240.The modeled gravity was interpolated from observed gravity values.
 DI3240
 DI3240;                    North         East    Units  Estimated Accuracy
 DI3240;SPC NJ       -   115,311.9     103,475.4     MT  (+/- 3 meters HH1 GPS) 
 DI3240
 DI3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9624913418(NAD 83)
 DI3240
 DI3240                          SUPERSEDED SURVEY CONTROL
 DI3240
 DI3240.No superseded survey control is available for this station.
 DI3240
 DI3240_MARKER: DD = SURVEY DISK
 DI3240_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3240_SP_SET: TELEPHONE BOOTH FOUNDATION
 DI3240_STAMPING: 4 X 1 2003
 DI3240_MARK LOGO: NJGS
 DI3240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3240+STABILITY: SURFACE MOTION
 DI3240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3240+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DI3240
 DI3240  HISTORY     - Date     Condition        Report By
 DI3240  HISTORY     - 20030825 MONUMENTED       NJGS
 DI3240  HISTORY     - 20080627 GOOD             UE
 DI3240
 DI3240                          STATION DESCRIPTION
 DI3240
 DI3240'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3240'THE STATION IS LOCATED IN THE BOROUGH OF LAWNSIDE ON THE SOUTHWEST
 DI3240'SIDE OF U.S.  HIGHWAY 30.
 DI3240'
 DI3240'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3240'AND U.S. HIGHWAY  30 AT INTERCHANGE 29, GO SOUTHEAST ON U.S. HIGHWAY
 DI3240'30 FOR 0.45 MI (0.72 KM) TO THE STATION  ON THE RIGHT, SET FLUSH IN A
 DI3240'DRILL HOLE AT THE SOUTHEAST CORNER OF A RECTANGULAR  CONCRETE
 DI3240'FOUNDATION FOR A FORMER TELEPHONE BOOTH, NOW REMOVED, WITH 4 CIRCULAR
 DI3240'STEEL POSTS, 4 FT (1.2 M) HIGH PROTRUDING AT THE NORTH END.
 DI3240'
 DI3240'THE STATION IS 1.8 M (5.9 FT) NORTHWEST FROM THE CENTER OF A
 DI3240'RECTANGULAR STEEL COLUMN  SUPPORTING AN ASTRO GASOLINE FILLING STATION
 DI3240'SIGN, 6.6 M (21.7 FT) WEST FROM WOOD UTILITY  POLE NUMBER A60661 LS,
 DI3240'13.2 M (43.3 FT) NORTHEAST FROM A TELEPHONE BOOTH AND 6.2 M (20.3 FT)
 DI3240'SOUTHWEST FROM THE SOUTHWEST CURB OF U.S. HIGHWAY 30.
 DI3240
 DI3240                          STATION RECOVERY (2008)
 DI3240
 DI3240'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3241 ***********************************************************************
 DI3241  DESIGNATION -  4 X 2
 DI3241  PID         -  DI3241
 DI3241  STATE/COUNTY-  NJ/CAMDEN
 DI3241  COUNTRY     -  US
 DI3241  USGS QUAD   -  CAMDEN (2019)
 DI3241
 DI3241                         *CURRENT SURVEY CONTROL
 DI3241  ______________________________________________________________________
 DI3241* NAD 83(1986) POSITION- 39 56 34.3    (N) 075 06 59.2    (W)   HD_HELD2
 DI3241* NAVD 88 ORTHO HEIGHT -     6.649 (meters)       21.81  (feet) ADJUSTED
 DI3241  ______________________________________________________________________
 DI3241  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 DI3241  DYNAMIC HEIGHT  -          6.646 (meters)       21.80  (feet) COMP
 DI3241  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 DI3241
 DI3241  VERT ORDER      -  FIRST     CLASS II
 DI3241
 DI3241.The horizontal coordinates were established by autonomous hand held GPS
 DI3241.observations and have an estimated accuracy of +/- 10 meters.
 DI3241
 DI3241.The orthometric height was determined by differential leveling and
 DI3241.adjusted by the NATIONAL GEODETIC SURVEY
 DI3241.in June 2007.
 DI3241
 DI3241.No vertical observational check was made to the station.
 DI3241
 DI3241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3241.GEOID18 height accuracy estimate available here.
 DI3241
 DI3241.Click photographs - Photos may exist for this station.
 DI3241
 DI3241.The dynamic height is computed by dividing the NAVD 88
 DI3241.geopotential number by the normal gravity value computed on the
 DI3241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3241.degrees latitude (g = 980.6199 gals.).
 DI3241
 DI3241.The modeled gravity was interpolated from observed gravity values.
 DI3241
 DI3241;                    North         East    Units  Estimated Accuracy
 DI3241;SPC NJ       -   123,353.       97,321.      MT  (+/- 10 meters HH2 GPS)
 DI3241
 DI3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9005221421(NAD 83)
 DI3241
 DI3241                          SUPERSEDED SURVEY CONTROL
 DI3241
 DI3241.No superseded survey control is available for this station.
 DI3241
 DI3241_MARKER: DD = SURVEY DISK
 DI3241_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI3241_SP_SET: RETAINING WALL
 DI3241_STAMPING: 4 X 2 2006
 DI3241_MARK LOGO: NJGS
 DI3241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3241+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DI3241
 DI3241  HISTORY     - Date     Condition        Report By
 DI3241  HISTORY     - 20060411 MONUMENTED       NJGS
 DI3241  HISTORY     - 20100414 GOOD             GEOCAC
 DI3241
 DI3241                          STATION DESCRIPTION
 DI3241
 DI3241'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3241'THE STATION IS LOCATED IN THE CITY OF CAMDEN, SET IN A DRILL HOLE IN
 DI3241'THE WEST RETAINING  WALL FOR THE NEW JERSEY TRANSIT RAILROAD LEADING
 DI3241'UNDERGROUND ON THE EAST SIDE OF  HADDON AVENUE JUST NORTH OF DR.
 DI3241'MARTIN LUTHER KING BOULEVARD.
 DI3241'
 DI3241'TO REACH THE STATION FROM EXIT 5, MILE POST 3.3, OF U.S. INTERSTATE
 DI3241'HIGHWAY 676  NORTHBOUND, TAKE RAMP AND GO ABOUT 0.4 MI (0.64 KM) WEST
 DI3241'ON DR.  MARTIN LUTHER KING  BOULEVARD TO THE STATION ON THE RIGHT.
 DI3241'
 DI3241'TO REACH THE STATION FROM THE WESTBOUND LANES OF THE ADMIRAL WILSON
 DI3241'BOULEVARD (U.S.   ROUTE 30), NEAR MILEPOST 1.75, TAKE FLANDERS AVENUE,
 DI3241'WHICH IS JUST WEST OF THE  COOPER RIVER, EXIT LABLED AS MICKLE
 DI3241'BOULEVARD/CAMPBELL PLACE.  GO ABOUT 0.3 MI (0.48 KM)  AROUND RAMP AND
 DI3241'SOUTH SOUTHWEST ON FLANDERS AVENUE TO SOUTH 11TH STREET, CONTINUE
 DI3241'AHEAD ON SOUTH 11TH STREET FOR ABOUT 0.15 MI (0.24 KM) TO A ROAD FORK,
 DI3241'TAKE THE LEFT FORK  ONTO DR. MARTIN LUTHER KING BOULEVARD, GO ABOUT
 DI3241'0.3 MI (0.48 KM) WEST ON DR.  MARTIN  LUTHER KING BOULEVARD TO THE
 DI3241'STATION ON THE RIGHT.
 DI3241'
 DI3241'THE STATION IS SET AT AN ANGLE POINT IN THE WALL, 3.8 M (12.5 FT) EAST
 DI3241'OF THE EAST CURB OF  HADDON AVENUE, 23.7 M (77.8 FT) NORTH NORTHEAST
 DI3241'MEASURED ALONG HADDON AVENUE OF THE  NORTHERLY OF TWO TRACKS FOR THE
 DI3241'RIVERLINE RAILROAD, 9.1 M (29.9 FT) SOUTHEAST OF LIGHT  POLE NUMBER
 DI3241'14079, 18.4 M (60.4 FT) NORTH OF A TRAFFIC SIGNAL.  THE STATION IS
 DI3241'ABOUT 6 INCHES  (15 CM) ABOVE THE GROUND.
 DI3241
 DI3241                          STATION RECOVERY (2010)
 DI3241
 DI3241'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 DI3241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3242 ***********************************************************************
 DI3242  DESIGNATION -  4 Y 1
 DI3242  PID         -  DI3242
 DI3242  STATE/COUNTY-  NJ/CAMDEN
 DI3242  COUNTRY     -  US
 DI3242  USGS QUAD   -  RUNNEMEDE (2019)
 DI3242
 DI3242                         *CURRENT SURVEY CONTROL
 DI3242  ______________________________________________________________________
 DI3242* NAD 83(1986) POSITION- 39 50 39.30   (N) 075 04 16.39   (W)   HD_HELD1
 DI3242* NAVD 88 ORTHO HEIGHT -    19.901 (meters)       65.29  (feet) ADJUSTED
 DI3242  ______________________________________________________________________
 DI3242  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 DI3242  DYNAMIC HEIGHT  -         19.892 (meters)       65.26  (feet) COMP
 DI3242  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 DI3242
 DI3242  VERT ORDER      -  FIRST     CLASS II
 DI3242
 DI3242.The horizontal coordinates were determined by differentially corrected
 DI3242.hand held GPS observations or other comparable positioning techniques
 DI3242.and have an estimated accuracy of +/- 3 meters.
 DI3242
 DI3242.The orthometric height was determined by differential leveling and
 DI3242.adjusted by the NATIONAL GEODETIC SURVEY
 DI3242.in June 2007.
 DI3242
 DI3242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3242.GEOID18 height accuracy estimate available here.
 DI3242
 DI3242.Click photographs - Photos may exist for this station.
 DI3242
 DI3242.The dynamic height is computed by dividing the NAVD 88
 DI3242.geopotential number by the normal gravity value computed on the
 DI3242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3242.degrees latitude (g = 980.6199 gals.).
 DI3242
 DI3242.The modeled gravity was interpolated from observed gravity values.
 DI3242
 DI3242;                    North         East    Units  Estimated Accuracy
 DI3242;SPC NJ       -   112,378.9     101,115.5     MT  (+/- 3 meters HH1 GPS) 
 DI3242
 DI3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9390610473(NAD 83)
 DI3242
 DI3242                          SUPERSEDED SURVEY CONTROL
 DI3242
 DI3242.No superseded survey control is available for this station.
 DI3242
 DI3242_MARKER: DD = SURVEY DISK
 DI3242_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3242+WITH SETTING: PAVEMENT
 DI3242_SP_SET: ELECTRIC UTILITY MANHOLE
 DI3242_STAMPING: 4 Y 1 2005
 DI3242_MARK LOGO: NJGS
 DI3242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3242+STABILITY: SURFACE MOTION
 DI3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3242+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 DI3242
 DI3242  HISTORY     - Date     Condition        Report By
 DI3242  HISTORY     - 20050808 MONUMENTED       NJGS
 DI3242
 DI3242                          STATION DESCRIPTION
 DI3242
 DI3242'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3242'THE STATION IS LOCATED IN GLENDORA ON THE WEST SIDE OF THE BLACKHORSE
 DI3242'PIKE, STATE  ROUTE 168.
 DI3242'
 DI3242'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 DI3242'EVESHAM ROAD IN THE  BOROUGH OF MAGNOLIA, GO SOUTHWEST ON EVESHAM ROAD
 DI3242'(COUNTY ROAD 544) FOR 2.45 MI (3.94  KM) TO THE INTERSECTION WITH THE
 DI3242'BLACKHORSE PIKE, STATE ROUTE 168 AND THE STATION ON  THE LEFT.
 DI3242'
 DI3242'THE STATION IS SET FLUSH WITH THE GROUND AT THE SOUTHWEST CORNER OF
 DI3242'THE INTERSECTION  IN THE SOUTHEAST CORNER OF AN ELECTRICAL JUNCTION
 DI3242'BOX, 14.4 M (47.2 FT) WEST NORTHWEST  OF POLE NUMBER 2261, 1.1 M (3.6
 DI3242'FT) SOUTH OF THE SOUTH CURB OF EVESHAM ROAD, JUST EAST OF  THE
 DI3242'ENTRANCE DRIVEWAY FOR WALGREEN STORE, 1.5 M (4.9 FT) WEST OF THE
 DI3242'PEDESTRIAN  CROSSWALK ACROSS EVESHAM ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3352 ***********************************************************************
 DI3352  DESIGNATION -  4 Y 2
 DI3352  PID         -  DI3352
 DI3352  STATE/COUNTY-  NJ/CAMDEN
 DI3352  COUNTRY     -  US
 DI3352  USGS QUAD   -  CAMDEN (2019)
 DI3352
 DI3352                         *CURRENT SURVEY CONTROL
 DI3352  ______________________________________________________________________
 DI3352* NAD 83(1986) POSITION- 39 56 34.51   (N) 075 07 12.41   (W)   HD_HELD1
 DI3352* NAVD 88 ORTHO HEIGHT -     6.006 (meters)       19.70  (feet) ADJUSTED
 DI3352  ______________________________________________________________________
 DI3352  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 DI3352  DYNAMIC HEIGHT  -          6.003 (meters)       19.69  (feet) COMP
 DI3352  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 DI3352
 DI3352  VERT ORDER      -  FIRST     CLASS II
 DI3352
 DI3352.The horizontal coordinates were determined by differentially corrected
 DI3352.hand held GPS observations or other comparable positioning techniques
 DI3352.and have an estimated accuracy of +/- 3 meters.
 DI3352
 DI3352.The orthometric height was determined by differential leveling and
 DI3352.adjusted by the NATIONAL GEODETIC SURVEY
 DI3352.in June 2007.
 DI3352
 DI3352.No vertical observational check was made to the station.
 DI3352
 DI3352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3352.GEOID18 height accuracy estimate available here.
 DI3352
 DI3352.Click photographs - Photos may exist for this station.
 DI3352
 DI3352.The dynamic height is computed by dividing the NAVD 88
 DI3352.geopotential number by the normal gravity value computed on the
 DI3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3352.degrees latitude (g = 980.6199 gals.).
 DI3352
 DI3352.The modeled gravity was interpolated from observed gravity values.
 DI3352
 DI3352;                    North         East    Units  Estimated Accuracy
 DI3352;SPC NJ       -   123,361.3      97,007.1     MT  (+/- 3 meters HH1 GPS) 
 DI3352
 DI3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8973821428(NAD 83)
 DI3352
 DI3352                          SUPERSEDED SURVEY CONTROL
 DI3352
 DI3352.No superseded survey control is available for this station.
 DI3352
 DI3352_MARKER: DD = SURVEY DISK
 DI3352_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3352+WITH SETTING: PAVEMENT
 DI3352_SP_SET: STATION PLATFORM
 DI3352_STAMPING: 4 Y 2 2006
 DI3352_MARK LOGO: NJGS
 DI3352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3352+STABILITY: SURFACE MOTION
 DI3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3352+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 DI3352
 DI3352  HISTORY     - Date     Condition        Report By
 DI3352  HISTORY     - 20060411 MONUMENTED       NJGS
 DI3352
 DI3352                          STATION DESCRIPTION
 DI3352
 DI3352'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3352'THE STATION IS LOCATED IN THE CITY OF CAMDEN, SET IN A DRILL HOLE IN
 DI3352'THE STATION PLATFORM  FOR THE RIVERLINE LIGHT RAILROAD (NORTHBOUND
 DI3352'TRACKS TO TRENTON) AT THE WALTER RAND  TRANSPORTATION CENTER ON
 DI3352'BROADWAY AND DR.  MARTIN LUTHER KING BOULEVARD.
 DI3352'
 DI3352'TO REACH THE STATION FROM EXIT 5, MILE POST 3.3, OF U.S. INTERSTATE
 DI3352'HIGHWAY 676  NORTHBOUND, TAKE RAMP AND GO ABOUT 0.6 MI (0.97 KM) WEST
 DI3352'ON DR.  MARTIN LUTHER KING  BOULEVARD TO AN ENTRANCE DRIVWAY TO A CVS
 DI3352'DRUG STORE, TURN RIGHT AND GO ABOUT 30 M  (98.4 FT) TO THE PLATFORM
 DI3352'AND THE STATION AHEAD ON THE RIGHT.
 DI3352'
 DI3352'TO REACH THE STATION FROM THE WESTBOUND LANES OF THE ADMIRIAL WILSON
 DI3352'BOULEVARD (U.S.   ROUTE 30), NEAR MILEPOST 1.75, TAKE FLANDERS AVENUE,
 DI3352'WHICH IS JUST WEST OF THE  COOPER RIVER, EXIT LABLED AS MICKLE
 DI3352'BOULEVARD/CAMPBELL PLACE.  GO ABOUT 0.3 MI (0.48 KM)  AROUND RAMP AND
 DI3352'SOUTH SOUTHWEST ON FLANDERS AVENUE TO SOUTH 11TH STREET, CONTINUE
 DI3352'AHEAD ON SOUTH 11TH STREET FOR ABOUT 0.15 MI (0.24 KM) TO A ROAD FORK,
 DI3352'TAKE THE LEFT FORK  ONTO DR.   MARTIN LUTHER KING BOULEVARD, GO ABOUT
 DI3352'0.5 MI (0.8 KM) WEST ON DR.  MARTIN LUTHER KING  BOULEVARD TO AN
 DI3352'ENTRANCE DRIVWAY TO A CVS DRUG STORE, TURN RIGHT AND GO ABOUT 30 M
 DI3352'(98.4 FT) TO THE PLATFORM AND THE STATION AHEAD ON THE RIGHT.
 DI3352'
 DI3352'THE STATION IS 34.1 M (111.9 FT) NORTH OF THE NORTH CURB OF MARTIN
 DI3352'LUTHER KING BOULEVARD,  5.0 M (16.4 FT) WEST OF THE WEST RAIL OF THE
 DI3352'TRACK, 9.4 M (30.8 FT) NORTH OF THE CENTERLINE OF  A PEDESTRIAN
 DI3352'WALKWAY LEADING ACROSS THE TRACKS TOWARD THE STATION BUILDING, 1.0 M
 DI3352'(3.3  FT) NORTH OF A LIGHT POLE.  THE STATION IS AT THE TOP OF THE
 DI3352'DOWNSLOPE OF THE RAMP AND IS  ABOUT 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 DI3352'THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3357 ***********************************************************************
 DI3357  DESIGNATION -  4 Z 1
 DI3357  PID         -  DI3357
 DI3357  STATE/COUNTY-  NJ/CAMDEN
 DI3357  COUNTRY     -  US
 DI3357  USGS QUAD   -  RUNNEMEDE (2019)
 DI3357
 DI3357                         *CURRENT SURVEY CONTROL
 DI3357  ______________________________________________________________________
 DI3357* NAD 83(1986) POSITION- 39 51 53.51   (N) 075 02 33.58   (W)   HD_HELD1
 DI3357* NAVD 88 ORTHO HEIGHT -    25.012 (meters)       82.06  (feet) ADJUSTED
 DI3357  ______________________________________________________________________
 DI3357  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 DI3357  DYNAMIC HEIGHT  -         25.000 (meters)       82.02  (feet) COMP
 DI3357  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 DI3357
 DI3357  VERT ORDER      -  FIRST     CLASS II
 DI3357
 DI3357.The horizontal coordinates were determined by differentially corrected
 DI3357.hand held GPS observations or other comparable positioning techniques
 DI3357.and have an estimated accuracy of +/- 3 meters.
 DI3357
 DI3357.The orthometric height was determined by differential leveling and
 DI3357.adjusted by the NATIONAL GEODETIC SURVEY
 DI3357.in June 2007.
 DI3357
 DI3357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3357.GEOID18 height accuracy estimate available here.
 DI3357
 DI3357.Click photographs - Photos may exist for this station.
 DI3357
 DI3357.The dynamic height is computed by dividing the NAVD 88
 DI3357.geopotential number by the normal gravity value computed on the
 DI3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3357.degrees latitude (g = 980.6199 gals.).
 DI3357
 DI3357.The modeled gravity was interpolated from observed gravity values.
 DI3357
 DI3357;                    North         East    Units  Estimated Accuracy
 DI3357;SPC NJ       -   114,652.2     103,573.4     MT  (+/- 3 meters HH1 GPS) 
 DI3357
 DI3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9635112759(NAD 83)
 DI3357
 DI3357                          SUPERSEDED SURVEY CONTROL
 DI3357
 DI3357.No superseded survey control is available for this station.
 DI3357
 DI3357_MARKER: DD = SURVEY DISK
 DI3357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI3357_SP_SET: CULVERT
 DI3357_STAMPING: 4 Z 1 2005
 DI3357_MARK LOGO: NJGS
 DI3357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3357+STABILITY: SURFACE MOTION
 DI3357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3357+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 DI3357
 DI3357  HISTORY     - Date     Condition        Report By
 DI3357  HISTORY     - 20050808 MONUMENTED       NJGS
 DI3357
 DI3357                          STATION DESCRIPTION
 DI3357
 DI3357'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3357'THE STATION IS LOCATED IN THE BOROUGH OF LAWNSIDE, SET IN A DRILL HOLE
 DI3357'AT THE WEST END  OF A CONCRETE CULVERT FOR A DRAINAGE SWALE FOR THE
 DI3357'RAILROAD UNDER COMMERCE DRIVE.
 DI3357'
 DI3357'THE STATION IS ABOUT 200 FT (61.0 M) SOUTH OF THE SOUTH COLUMN FOR THE
 DI3357'NEW JERSEY  TURNPIKE BRIDGE SPANNING EAST ATLANTIC AVENUE.  THIS
 DI3357'COLUMN HAS BENCHMARK G 63 (JU0709)  IN THE SOUTH FACE.
 DI3357'
 DI3357'THE STATION IS 10.7 M (35.1 FT) WEST OF THE WEST TRACK, 9.7 M (31.8
 DI3357'FT) NORTH OF THE  CENTERLINE OF COMMERCE DRIVE, 6.0 M (19.7 FT) EAST
 DI3357'OF POLE NUMBER PS 695 LS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0954 ***********************************************************************
 KV0954  DESIGNATION -  40.39 NJGS
 KV0954  PID         -  KV0954
 KV0954  STATE/COUNTY-  NJ/MIDDLESEX
 KV0954  COUNTRY     -  US
 KV0954  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0954
 KV0954                         *CURRENT SURVEY CONTROL
 KV0954  ______________________________________________________________________
 KV0954* NAD 83(1986) POSITION- 40 22 35.     (N) 074 25 23.     (W)   SCALED
 KV0954* NAVD 88 ORTHO HEIGHT -    12.028 (meters)       39.46  (feet) POSTED
 KV0954  ______________________________________________________________________
 KV0954  GEOID HEIGHT    -        -32.689 (meters)                     GEOID18
 KV0954  DYNAMIC HEIGHT  -         12.02  (meters)       39.4   (feet) COMP
 KV0954  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 KV0954
 KV0954  VERT ORDER      -  * POSTED, SEE BELOW
 KV0954
 KV0954.The horizontal coordinates were scaled from a 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
 KV0954.* This is a POSTED BENCH MARK height.
 KV0954
 KV0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0954.GEOID18 height accuracy estimate available here.
 KV0954
 KV0954.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK489696(NAD 83)
 KV0954
 KV0954                          SUPERSEDED SURVEY CONTROL
 KV0954
 KV0954  NGVD 29 (11/26/84)   12.374  (m)           40.60   (f) ADJUSTED    1 2
 KV0954
 KV0954.Superseded values are not recommended for survey control.
 KV0954
 KV0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0954.See file dsdata.pdf to determine how the superseded data were derived.
 KV0954
 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 = JULY 24, 2026 22:12:30 EDT
 KV0683 ***********************************************************************
 KV0683  DESIGNATION -  402
 KV0683  PID         -  KV0683
 KV0683  STATE/COUNTY-  NJ/ESSEX
 KV0683  COUNTRY     -  US
 KV0683  USGS QUAD   -  ORANGE (2016)
 KV0683
 KV0683                         *CURRENT SURVEY CONTROL
 KV0683  ______________________________________________________________________
 KV0683* NAD 83(1986) POSITION- 40 46 42.62   (N) 074 13 51.70   (W)   HD_HELD1
 KV0683* NAVD 88 ORTHO HEIGHT -    64.208 (meters)      210.66  (feet) ADJUSTED
 KV0683  ______________________________________________________________________
 KV0683  GEOID HEIGHT    -        -32.444 (meters)                     GEOID18
 KV0683  DYNAMIC HEIGHT  -         64.181 (meters)      210.57  (feet) COMP
 KV0683  MODELED GRAVITY -    980,201.3   (mgal)                       NAVD 88
 KV0683
 KV0683  VERT ORDER      -  SECOND    CLASS 0
 KV0683
 KV0683.The horizontal coordinates were determined by differentially corrected
 KV0683.hand held GPS observations or other comparable positioning techniques
 KV0683.and have an estimated accuracy of +/- 3 meters.
 KV0683
 KV0683.The orthometric height was determined by differential leveling and
 KV0683.adjusted by the NATIONAL GEODETIC SURVEY
 KV0683.in June 1991.
 KV0683
 KV0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0683.GEOID18 height accuracy estimate available here.
 KV0683
 KV0683.Click photographs - Photos may exist for this station.
 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       -   215,987.5     172,703.4     MT  (+/- 3 meters HH1 GPS) 
 KV0683
 KV0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6488814453(NAD 83)
 KV0683
 KV0683                          SUPERSEDED SURVEY CONTROL
 KV0683
 KV0683  NGVD 29 (11/26/84)   64.521  (m)          211.68   (f) ADJUSTED    2 0
 KV0683
 KV0683.Superseded values are not recommended for survey control.
 KV0683
 KV0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0683.See file dsdata.pdf to determine how the superseded data were derived.
 KV0683
 KV0683_MARKER: DD = SURVEY DISK
 KV0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0683_STAMPING: 402
 KV0683_MARK LOGO: CGS+SS
 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 - June 28, 2022
 KV0683
 KV0683  HISTORY     - Date     Condition        Report By
 KV0683  HISTORY     - 1935     MONUMENTED       NJGS
 KV0683  HISTORY     - 1935     GOOD             CGS
 KV0683  HISTORY     - 20060328 GOOD             KSENG
 KV0683  HISTORY     - 20220628 GOOD             BOSWEL
 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.
 KV0683
 KV0683                          STATION RECOVERY (2022)
 KV0683
 KV0683'RECOVERY NOTE BY BOSWELL ENGINEERING 2022 (RRR)
 KV0683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9947 ***********************************************************************
 DL9947  DESIGNATION -  402
 DL9947  PID         -  DL9947
 DL9947  STATE/COUNTY-  NJ/SOMERSET
 DL9947  COUNTRY     -  US
 DL9947  USGS QUAD   -  MONMOUTH JUNCTION (2016)
 DL9947
 DL9947                         *CURRENT SURVEY CONTROL
 DL9947  ______________________________________________________________________
 DL9947* NAD 83(2011) POSITION- 40 23 08.83857(N) 074 37 14.31178(W)   ADJUSTED
 DL9947* NAD 83(2011) ELLIP HT-    -3.625 (meters)        (06/27/12)   ADJUSTED
 DL9947* NAD 83(2011) EPOCH   -  2010.00
 DL9947* NAVD 88 ORTHO HEIGHT -    29.0   (meters)       95.    (feet) GPS OBS
 DL9947  ______________________________________________________________________
 DL9947  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9947  GEOID HEIGHT    -        -32.627 (meters)                     GEOID09
 DL9947  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 DL9947  NAD 83(2011) X  -  1,290,256.347 (meters)                     COMP
 DL9947  NAD 83(2011) Y  - -4,690,846.437 (meters)                     COMP
 DL9947  NAD 83(2011) Z  -  4,110,705.560 (meters)                     COMP
 DL9947  LAPLACE CORR    -          5.26  (seconds)                    DEFLEC18
 DL9947
 DL9947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9947  Standards:
 DL9947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9947  -------------------------------------------------------------------
 DL9947  NETWORK    1.04   1.84           0.46   0.38   0.94     -0.05287178
 DL9947  -------------------------------------------------------------------
 DL9947  Click here for local accuracies and other accuracy information.
 DL9947
 DL9947.The horizontal coordinates were established by GPS observations
 DL9947.and adjusted by the National Geodetic Survey in June 2012.
 DL9947
 DL9947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9947.been affixed to the stable North American tectonic plate. See 
 DL9947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9947
 DL9947.The horizontal coordinates are valid at the epoch date displayed above
 DL9947.which is a decimal equivalence of Year/Month/Day.
 DL9947
 DL9947.The orthometric height was determined by GPS observations and a
 DL9947.high-resolution geoid model.
 DL9947
 DL9947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9947.GEOID18 height accuracy estimate available here.
 DL9947
 DL9947.Click photographs - Photos may exist for this station.
 DL9947
 DL9947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9947
 DL9947.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9947
 DL9947.The ellipsoidal height was determined by GPS observations
 DL9947.and is referenced to NAD 83.
 DL9947
 DL9947. The following values were computed from the NAD 83(2011) position.
 DL9947
 DL9947;                    North         East     Units Scale Factor Converg.
 DL9947;SPC NJ       -   172,354.426   139,757.134   MT  0.99990129   -0 04 41.4
 DL9947;SPC NJ       -   565,466.15    458,519.86   sFT  0.99990129   -0 04 41.4
 DL9947;UTM  18      - 4,470,646.465   532,198.940   MT  0.99961276   +0 14 44.9
 DL9947
 DL9947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9947!SPC NJ       -   1.00000057  x   0.99990129  =   0.99990186
 DL9947!UTM  18      -   1.00000057  x   0.99961276  =   0.99961333
 DL9947
 DL9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3219870646(NAD 83)
 DL9947
 DL9947|---------------------------------------------------------------------|
 DL9947| PID    Reference Object                     Distance      Geod. Az  |
 DL9947|                                                           dddmmss.s |
 DL9947| DL9948 SC 403                              351.496 METERS 33518     |
 DL9947|---------------------------------------------------------------------|
 DL9947
 DL9947                          SUPERSEDED SURVEY CONTROL
 DL9947
 DL9947  NAD 83(2007)-  40 23 08.83847(N)    074 37 14.31198(W) AD(2002.00) 1
 DL9947  ELLIP H (07/18/10)   -3.630  (m)                       GP(2002.00) 4 2
 DL9947
 DL9947.Superseded values are not recommended for survey control.
 DL9947
 DL9947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9947.See file dsdata.pdf to determine how the superseded data were derived.
 DL9947
 DL9947_MARKER: DD = SURVEY DISK
 DL9947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9947_STAMPING: 402 2004
 DL9947_MARK LOGO: NJ-035
 DL9947_PROJECTION: FLUSH
 DL9947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9947+STABILITY: SURFACE MOTION
 DL9947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9947+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2020
 DL9947
 DL9947  HISTORY     - Date     Condition        Report By
 DL9947  HISTORY     - 20070302 MONUMENTED       B2A
 DL9947  HISTORY     - 20100727 GOOD             B2A
 DL9947  HISTORY     - 20150218 GOOD             JMT
 DL9947  HISTORY     - 20200522 GOOD             NJGS
 DL9947
 DL9947                          STATION DESCRIPTION
 DL9947
 DL9947'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9947'SC 402 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9947'STATION IS LOCATED IN THE FRANKLIN TOWNSHIP, ON THE SOUTHWEST SIDE OF
 DL9947'KINGSTON ROCKY HILL ROAD (CR-603).
 DL9947'
 DL9947'TO REACH THE STATION FROM THE JUNCTION OF GEORGETOWN-FRANKLIN
 DL9947'TURNPIKE, COUNTY ROAD 518, AND KINGSTON ROCKY HILL ROAD, COUNTY ROAD
 DL9947'603, GO SOUTH ON KINGSTON ROCKY HILL ROAD, COUNTY ROAD 603, 1.60 KM
 DL9947'(1.0 MI) AND THE STATION IS LOCATED 27 FT (8.2 M) SOUTHWEST OF THE
 DL9947'ROCKY HILL ROAD CENTERLINE, 5.66 FT (1.7 M) SOUTHWEST OF THE ROCKY
 DL9947'HILL ROAD CURB LINE, 30.1 FT (9.2 M) NORTHWEST OF A PK NAIL SET IN THE
 DL9947'CURB, 18.25 FT (5.6 M) SOUTHEAST OF THE CORNER OF A TYPE B INLET, 57.5
 DL9947'FT (17.5 M) SOUTHWEST OF A 15 INCH (38 CM) FES RCP.  THE STATION IS
 DL9947'FLUSH WITH THE GROUND.
 DL9947
 DL9947                          STATION RECOVERY (2010)
 DL9947
 DL9947'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9947'RECOVERED IN GOOD CONDITION.
 DL9947
 DL9947                          STATION RECOVERY (2015)
 DL9947
 DL9947'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2015 (TJA)
 DL9947'RECOVERED IN GOOD CONDITION.
 DL9947
 DL9947                          STATION RECOVERY (2020)
 DL9947
 DL9947'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0682 ***********************************************************************
 KV0682  DESIGNATION -  403
 KV0682  PID         -  KV0682
 KV0682  STATE/COUNTY-  NJ/ESSEX
 KV0682  COUNTRY     -  US
 KV0682  USGS QUAD   -  ORANGE (2016)
 KV0682
 KV0682                         *CURRENT SURVEY CONTROL
 KV0682  ______________________________________________________________________
 KV0682* NAD 83(1986) POSITION- 40 46 53.     (N) 074 14 14.     (W)   SCALED
 KV0682* NAVD 88 ORTHO HEIGHT -    54.996 (meters)      180.43  (feet) ADJUSTED
 KV0682  ______________________________________________________________________
 KV0682  GEOID HEIGHT    -        -32.454 (meters)                     GEOID18
 KV0682  DYNAMIC HEIGHT  -         54.972 (meters)      180.35  (feet) COMP
 KV0682  MODELED GRAVITY -    980,197.8   (mgal)                       NAVD 88
 KV0682
 KV0682  VERT ORDER      -  SECOND    CLASS 0
 KV0682
 KV0682.The horizontal coordinates were scaled from a map and have
 KV0682.an estimated accuracy of +/- 6 seconds.
 KV0682
 KV0682.The orthometric height was determined by differential leveling and
 KV0682.adjusted by the NATIONAL GEODETIC SURVEY
 KV0682.in June 1991.
 KV0682
 KV0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0682.GEOID18 height accuracy estimate available here.
 KV0682
 KV0682.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL643147(NAD 83)
 KV0682
 KV0682                          SUPERSEDED SURVEY CONTROL
 KV0682
 KV0682  NGVD 29 (11/26/84)   55.309  (m)          181.46   (f) ADJUSTED    2 0
 KV0682
 KV0682.Superseded values are not recommended for survey control.
 KV0682
 KV0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0682.See file dsdata.pdf to determine how the superseded data were derived.
 KV0682
 KV0682_MARKER: DD = SURVEY DISK
 KV0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0682_STAMPING: 403
 KV0682_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 DI3343 ***********************************************************************
 DI3343  DESIGNATION -  4059
 DI3343  PID         -  DI3343
 DI3343  STATE/COUNTY-  NJ/GLOUCESTER
 DI3343  COUNTRY     -  US
 DI3343  USGS QUAD   -  PITMAN WEST (2019)
 DI3343
 DI3343                         *CURRENT SURVEY CONTROL
 DI3343  ______________________________________________________________________
 DI3343* NAD 83(1986) POSITION- 39 43 21.     (N) 075 09 59.     (W)   SCALED
 DI3343* NAVD 88 ORTHO HEIGHT -    45.851 (meters)      150.43  (feet) ADJUSTED
 DI3343  ______________________________________________________________________
 DI3343  GEOID HEIGHT    -        -33.169 (meters)                     GEOID18
 DI3343  DYNAMIC HEIGHT  -         45.829 (meters)      150.36  (feet) COMP
 DI3343  MODELED GRAVITY -    980,146.3   (mgal)                       NAVD 88
 DI3343
 DI3343  VERT ORDER      -  FIRST     CLASS II
 DI3343
 DI3343.The horizontal coordinates were scaled from a map and have
 DI3343.an estimated accuracy of +/- 6 seconds.
 DI3343
 DI3343.The orthometric height was determined by differential leveling and
 DI3343.adjusted by the NATIONAL GEODETIC SURVEY
 DI3343.in June 2007.
 DI3343
 DI3343.No vertical observational check was made to the station.
 DI3343
 DI3343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3343.GEOID18 height accuracy estimate available here.
 DI3343
 DI3343.Click photographs - Photos may exist for this station.
 DI3343
 DI3343.The dynamic height is computed by dividing the NAVD 88
 DI3343.geopotential number by the normal gravity value computed on the
 DI3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3343.degrees latitude (g = 980.6199 gals.).
 DI3343
 DI3343.The modeled gravity was interpolated from observed gravity values.
 DI3343
 DI3343;                    North         East    Units  Estimated Accuracy
 DI3343;SPC NJ       -    98,920.       92,870.      MT  (+/- 180 meters Scaled)
 DI3343
 DI3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ857969(NAD 83)
 DI3343
 DI3343                          SUPERSEDED SURVEY CONTROL
 DI3343
 DI3343.No superseded survey control is available for this station.
 DI3343
 DI3343_MARKER: DD = SURVEY DISK
 DI3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3343_STAMPING: 4059 151.590
 DI3343_MARK LOGO: NJDCED
 DI3343_PROJECTION: FLUSH
 DI3343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3343+STABILITY: SURFACE MOTION
 DI3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3343+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DI3343
 DI3343  HISTORY     - Date     Condition        Report By
 DI3343  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3343  HISTORY     - 20030603 GOOD             NJGS
 DI3343
 DI3343                          STATION DESCRIPTION
 DI3343
 DI3343'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3343'THE STATION IS LOCATED IN HARRISON TOWNSHIP,  AT THE CROSSROADS AT
 DI3343'RICHWOOD,  AT THE  EAST CORNER OF MULLICA HILL ROAD (U.S.  ROUTE 322)
 DI3343'AND BARNSBORO ROAD.
 DI3343'
 DI3343'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 55 (EXIT 50)
 DI3343'AND ROUTE 322, GO 0.5  MI (0.8 KM) WEST ON ROUTE 322 TO THE STATION ON
 DI3343'THE RIGHT.
 DI3343'
 DI3343'THE STATION IS 12.0 M (39.4 FT) SOUTH OF POLE NUMBER 308-31, 5.5 M
 DI3343'(18.0 FT) NORTHWEST OF AN  INLET, 5.8 M (19.0 FT) EAST OF THE EXTENDED
 DI3343'CENTERLINE OF BARNSBORO ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4353 ***********************************************************************
 AI4353  DESIGNATION -  4062
 AI4353  PID         -  AI4353
 AI4353  STATE/COUNTY-  NJ/GLOUCESTER
 AI4353  COUNTRY     -  US
 AI4353  USGS QUAD   -  PITMAN WEST (2019)
 AI4353
 AI4353                         *CURRENT SURVEY CONTROL
 AI4353  ______________________________________________________________________
 AI4353* NAD 83(2011) POSITION- 39 42 58.23958(N) 075 08 34.68750(W)   ADJUSTED
 AI4353* NAD 83(2011) ELLIP HT-     8.524 (meters)        (06/27/12)   ADJUSTED
 AI4353* NAD 83(2011) EPOCH   -  2010.00
 AI4353* NAVD 88 ORTHO HEIGHT -    41.7   (meters)      137.    (feet) GPS OBS
 AI4353  ______________________________________________________________________
 AI4353  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4353  GEOID HEIGHT    -        -33.201 (meters)                     GEOID99
 AI4353  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 AI4353  NAD 83(2011) X  -  1,259,709.553 (meters)                     COMP
 AI4353  NAD 83(2011) Y  - -4,748,665.396 (meters)                     COMP
 AI4353  NAD 83(2011) Z  -  4,053,800.331 (meters)                     COMP
 AI4353  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 AI4353
 AI4353  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4353  Standards:
 AI4353         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4353            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4353  -------------------------------------------------------------------
 AI4353  NETWORK    0.57   0.92           0.26   0.20   0.47      0.13946135
 AI4353  -------------------------------------------------------------------
 AI4353  Click here for local accuracies and other accuracy information.
 AI4353
 AI4353.The horizontal coordinates were established by GPS observations
 AI4353.and adjusted by the National Geodetic Survey in June 2012.
 AI4353
 AI4353.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4353.been affixed to the stable North American tectonic plate. See 
 AI4353.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4353
 AI4353.The horizontal coordinates are valid at the epoch date displayed above
 AI4353.which is a decimal equivalence of Year/Month/Day.
 AI4353
 AI4353.The orthometric height was determined by GPS observations and a
 AI4353.high-resolution geoid model.
 AI4353
 AI4353.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4353.GEOID18 height accuracy estimate available here.
 AI4353
 AI4353.Click photographs - Photos may exist for this station.
 AI4353
 AI4353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4353
 AI4353.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4353
 AI4353.The ellipsoidal height was determined by GPS observations
 AI4353.and is referenced to NAD 83.
 AI4353
 AI4353. The following values were computed from the NAD 83(2011) position.
 AI4353
 AI4353;                    North         East     Units Scale Factor Converg.
 AI4353;SPC NJ       -    98,201.876    94,873.073   MT  0.99993740   -0 24 39.1
 AI4353;SPC NJ       -   322,183.99    311,262.74   sFT  0.99993740   -0 24 39.1
 AI4353;UTM  18      - 4,396,266.258   487,745.852   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8774596266(NAD 83)
 AI4353
 AI4353                          SUPERSEDED SURVEY CONTROL
 AI4353
 AI4353  NAD 83(2007)-  39 42 58.23994(N)    075 08 34.68821(W) AD(2002.00) 0
 AI4353  ELLIP H (02/10/07)    8.534  (m)                       GP(2002.00)    
 AI4353  ELLIP H (09/25/02)    8.542  (m)                       GP(       ) 4 1
 AI4353  NAD 83(1996)-  39 42 58.23978(N)    075 08 34.68822(W) AD(       ) 1
 AI4353  ELLIP H (03/31/00)    8.545  (m)                       GP(       ) 3 1
 AI4353
 AI4353.Superseded values are not recommended for survey control.
 AI4353
 AI4353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4353.See file dsdata.pdf to determine how the superseded data were derived.
 AI4353
 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 = JULY 24, 2026 22:12:30 EDT
 KV0099 ***********************************************************************
 KV0099  DESIGNATION -  41.333 CNJRR
 KV0099  PID         -  KV0099
 KV0099  STATE/COUNTY-  NJ/ESSEX
 KV0099  COUNTRY     -  US
 KV0099  USGS QUAD   -  ELIZABETH (2016)
 KV0099
 KV0099                         *CURRENT SURVEY CONTROL
 KV0099  ______________________________________________________________________
 KV0099* NAD 83(1986) POSITION- 40 43 58.     (N) 074 10 13.     (W)   SCALED
 KV0099* NAVD 88 ORTHO HEIGHT -    12.346 (meters)       40.51  (feet) ADJUSTED
 KV0099  ______________________________________________________________________
 KV0099  GEOID HEIGHT    -        -32.313 (meters)                     GEOID18
 KV0099  DYNAMIC HEIGHT  -         12.341 (meters)       40.49  (feet) COMP
 KV0099  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 KV0099
 KV0099  VERT ORDER      -  FIRST     CLASS II
 KV0099
 KV0099.The horizontal coordinates were scaled from a map and have
 KV0099.an estimated accuracy of +/- 6 seconds.
 KV0099
 KV0099.The orthometric height was determined by differential leveling and
 KV0099.adjusted by the NATIONAL GEODETIC SURVEY
 KV0099.in June 1991.
 KV0099
 KV0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0099.GEOID18 height accuracy estimate available here.
 KV0099
 KV0099.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL700094(NAD 83)
 KV0099
 KV0099                          SUPERSEDED SURVEY CONTROL
 KV0099
 KV0099  NGVD 29 (11/26/84)   12.686  (m)           41.62   (f) ADJUSTED    1 2
 KV0099
 KV0099.Superseded values are not recommended for survey control.
 KV0099
 KV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0099.See file dsdata.pdf to determine how the superseded data were derived.
 KV0099
 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 = JULY 24, 2026 22:12:30 EDT
 KV0095 ***********************************************************************
 KV0095  DESIGNATION -  41.68=36 C OF N
 KV0095  PID         -  KV0095
 KV0095  STATE/COUNTY-  NJ/ESSEX
 KV0095  COUNTRY     -  US
 KV0095  USGS QUAD   -  ELIZABETH (2016)
 KV0095
 KV0095                         *CURRENT SURVEY CONTROL
 KV0095  ______________________________________________________________________
 KV0095* NAD 83(1986) POSITION- 40 43 54.     (N) 074 10 22.     (W)   SCALED
 KV0095* NAVD 88 ORTHO HEIGHT -    12.469 (meters)       40.91  (feet) ADJUSTED
 KV0095  ______________________________________________________________________
 KV0095  GEOID HEIGHT    -        -32.319 (meters)                     GEOID18
 KV0095  DYNAMIC HEIGHT  -         12.463 (meters)       40.89  (feet) COMP
 KV0095  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 KV0095
 KV0095  VERT ORDER      -  FIRST     CLASS II
 KV0095
 KV0095.The horizontal coordinates were scaled from a map and have
 KV0095.an estimated accuracy of +/- 6 seconds.
 KV0095
 KV0095.The orthometric height was determined by differential leveling and
 KV0095.adjusted by the NATIONAL GEODETIC SURVEY
 KV0095.in June 1991.
 KV0095
 KV0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0095.GEOID18 height accuracy estimate available here.
 KV0095
 KV0095.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698092(NAD 83)
 KV0095
 KV0095                          SUPERSEDED SURVEY CONTROL
 KV0095
 KV0095  NGVD 29 (11/26/84)   12.808  (m)           42.02   (f) ADJUSTED    1 2
 KV0095
 KV0095.Superseded values are not recommended for survey control.
 KV0095
 KV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0095.See file dsdata.pdf to determine how the superseded data were derived.
 KV0095
 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 = JULY 24, 2026 22:12:30 EDT
 KV1703 ***********************************************************************
 KV1703  DESIGNATION -  41.73
 KV1703  PID         -  KV1703
 KV1703  STATE/COUNTY-  NJ/HUNTERDON
 KV1703  COUNTRY     -  US
 KV1703  USGS QUAD   -  RIEGELSVILLE (2019)
 KV1703
 KV1703                         *CURRENT SURVEY CONTROL
 KV1703  ______________________________________________________________________
 KV1703* NAD 83(1986) POSITION- 40 35 30.     (N) 075 11 17.     (W)   SCALED
 KV1703* NAVD 88 ORTHO HEIGHT -    48.600 (meters)      159.45  (feet) ADJUSTED
 KV1703  ______________________________________________________________________
 KV1703  GEOID HEIGHT    -        -34.198 (meters)                     GEOID18
 KV1703  DYNAMIC HEIGHT  -         48.577 (meters)      159.37  (feet) COMP
 KV1703  MODELED GRAVITY -    980,155.8   (mgal)                       NAVD 88
 KV1703
 KV1703  VERT ORDER      -  FIRST     CLASS I
 KV1703
 KV1703.The horizontal coordinates were scaled from a map and have
 KV1703.an estimated accuracy of +/- 6 seconds.
 KV1703
 KV1703.The orthometric height was determined by differential leveling and
 KV1703.adjusted by the NATIONAL GEODETIC SURVEY
 KV1703.in June 1991.
 KV1703
 KV1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1703.GEOID18 height accuracy estimate available here.
 KV1703
 KV1703.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK840934(NAD 83)
 KV1703
 KV1703                          SUPERSEDED SURVEY CONTROL
 KV1703
 KV1703  NGVD 29 (01/10/92)   48.843  (m)          160.25   (f) ADJUSTED    1 1
 KV1703  NGVD 29 (??/??/87)   48.843  (m)          160.25   (f) SUPERSEDED  1 1
 KV1703
 KV1703.Superseded values are not recommended for survey control.
 KV1703
 KV1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1703.See file dsdata.pdf to determine how the superseded data were derived.
 KV1703
 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 = JULY 24, 2026 22:12:30 EDT
 KV1510 ***********************************************************************
 KV1510  DESIGNATION -  413.9
 KV1510  PID         -  KV1510
 KV1510  STATE/COUNTY-  NJ/HUNTERDON
 KV1510  COUNTRY     -  US
 KV1510  USGS QUAD   -  BLOOMSBURY (2019)
 KV1510
 KV1510                         *CURRENT SURVEY CONTROL
 KV1510  ______________________________________________________________________
 KV1510* NAD 83(1986) POSITION- 40 40 45.94   (N) 075 01 14.72   (W)   HD_HELD1
 KV1510* NAVD 88 ORTHO HEIGHT -   125.937 (meters)      413.18  (feet) ADJUSTED
 KV1510  ______________________________________________________________________
 KV1510  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 KV1510  DYNAMIC HEIGHT  -        125.877 (meters)      412.98  (feet) COMP
 KV1510  MODELED GRAVITY -    980,146.4   (mgal)                       NAVD 88
 KV1510
 KV1510  VERT ORDER      -  FIRST     CLASS II
 KV1510
 KV1510.The horizontal coordinates were determined by differentially corrected
 KV1510.hand held GPS observations or other comparable positioning techniques
 KV1510.and have an estimated accuracy of +/- 3 meters.
 KV1510
 KV1510.The orthometric height was determined by differential leveling and
 KV1510.adjusted by the NATIONAL GEODETIC SURVEY
 KV1510.in June 1991.
 KV1510
 KV1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1510.GEOID18 height accuracy estimate available here.
 KV1510
 KV1510.Click photographs - Photos may exist for this station.
 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       -   205,081.7     105,978.9     MT  (+/- 3 meters HH1 GPS) 
 KV1510
 KV1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9824503171(NAD 83)
 KV1510
 KV1510                          SUPERSEDED SURVEY CONTROL
 KV1510
 KV1510  NGVD 29 (11/26/84)  126.168  (m)          413.94   (f) ADJUSTED    1 2
 KV1510
 KV1510.Superseded values are not recommended for survey control.
 KV1510
 KV1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1510.See file dsdata.pdf to determine how the superseded data were derived.
 KV1510
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1510+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2020
 KV1510
 KV1510  HISTORY     - Date     Condition        Report By
 KV1510  HISTORY     - 1933     MONUMENTED       CNJRR
 KV1510  HISTORY     - 1934     GOOD             CGS
 KV1510  HISTORY     - 1954     GOOD             CGS
 KV1510  HISTORY     - 20190923 GOOD             NJGS
 KV1510  HISTORY     - 20200212 GOOD             NJGS
 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.
 KV1510
 KV1510                          STATION RECOVERY (2019)
 KV1510
 KV1510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1510'THE BRIDGE SEAT HAS SOME DETERIORATION AND WOULD BE DIFFICULT TO SET
 KV1510'UP SURVEY EQUIPMENT ON MARK.
 KV1510
 KV1510                          STATION RECOVERY (2020)
 KV1510
 KV1510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV1510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6827 ***********************************************************************
 KV6827  DESIGNATION -  4272
 KV6827  PID         -  KV6827
 KV6827  STATE/COUNTY-  NJ/HUDSON
 KV6827  COUNTRY     -  US
 KV6827  USGS QUAD   -  ELIZABETH (2016)
 KV6827
 KV6827                         *CURRENT SURVEY CONTROL
 KV6827  ______________________________________________________________________
 KV6827* NAD 83(2011) POSITION- 40 44 55.07609(N) 074 08 28.47115(W)   ADJUSTED
 KV6827* NAD 83(2011) ELLIP HT-   -31.224 (meters)        (06/27/12)   ADJUSTED
 KV6827* NAD 83(2011) EPOCH   -  2010.00
 KV6827* NAVD 88 ORTHO HEIGHT -     1.0   (meters)        3.    (feet) GPS OBS
 KV6827  ______________________________________________________________________
 KV6827  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6827  GEOID HEIGHT    -        -32.390 (meters)                     GEOID90
 KV6827  GEOID HEIGHT    -        -32.230 (meters)                     GEOID18
 KV6827  NAD 83(2011) X  -  1,322,293.286 (meters)                     COMP
 KV6827  NAD 83(2011) Y  - -4,654,660.340 (meters)                     COMP
 KV6827  NAD 83(2011) Z  -  4,141,295.177 (meters)                     COMP
 KV6827  LAPLACE CORR    -          6.11  (seconds)                    DEFLEC18
 KV6827
 KV6827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6827  Standards:
 KV6827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6827  -------------------------------------------------------------------
 KV6827  NETWORK    0.54   0.84           0.20   0.24   0.43     -0.07372923
 KV6827  -------------------------------------------------------------------
 KV6827  Click here for local accuracies and other accuracy information.
 KV6827
 KV6827.The horizontal coordinates were established by GPS observations
 KV6827.and adjusted by the National Geodetic Survey in June 2012.
 KV6827
 KV6827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6827.been affixed to the stable North American tectonic plate. See 
 KV6827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6827
 KV6827.The horizontal coordinates are valid at the epoch date displayed above
 KV6827.which is a decimal equivalence of Year/Month/Day.
 KV6827
 KV6827.The orthometric height was determined by GPS observations and a
 KV6827.high-resolution geoid model.
 KV6827
 KV6827.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6827.GEOID18 height accuracy estimate available here.
 KV6827
 KV6827.Click photographs - Photos may exist for this station.
 KV6827
 KV6827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6827
 KV6827.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6827
 KV6827.The ellipsoidal height was determined by GPS observations
 KV6827.and is referenced to NAD 83.
 KV6827
 KV6827. The following values were computed from the NAD 83(2011) position.
 KV6827
 KV6827;                    North         East     Units Scale Factor Converg.
 KV6827;SPC NJ       -   212,697.507   180,295.554   MT  0.99991129   +0 14 03.0
 KV6827;SPC NJ       -   697,825.07    591,519.66   sFT  0.99991129   +0 14 03.0
 KV6827;UTM  18      - 4,511,208.114   572,496.957   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  =   0.99966959
 KV6827
 KV6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7249611208(NAD 83)
 KV6827
 KV6827                          SUPERSEDED SURVEY CONTROL
 KV6827
 KV6827  NAD 83(2007)-  40 44 55.07628(N)    074 08 28.47192(W) AD(2002.00) 0
 KV6827  ELLIP H (02/10/07)  -31.208  (m)                       GP(2002.00)    
 KV6827  ELLIP H (10/23/02)  -31.208  (m)                       GP(       ) 4 1
 KV6827  NAD 83(1996)-  40 44 55.07653(N)    074 08 28.47231(W) AD(       ) 1
 KV6827  ELLIP H (05/14/99)  -31.197  (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
 KV6827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6827.See file dsdata.pdf to determine how the superseded data were derived.
 KV6827
 KV6827_MARKER: DD = SURVEY DISK
 KV6827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6827_STAMPING: 4272 4.874
 KV6827_MARK LOGO: NJGS
 KV6827_PROJECTION: RECESSED 30 CENTIMETERS
 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 01, 2024
 KV6827
 KV6827  HISTORY     - Date     Condition        Report By
 KV6827  HISTORY     - UNK      MONUMENTED       NJGS
 KV6827  HISTORY     - 19920227 GOOD             NJGS
 KV6827  HISTORY     - 20240201 GOOD             AAAS
 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.
 KV6827
 KV6827                          STATION RECOVERY (2024)
 KV6827
 KV6827'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0570 ***********************************************************************
 JU0570  DESIGNATION -  43 PRR
 JU0570  PID         -  JU0570
 JU0570  STATE/COUNTY-  NJ/ATLANTIC
 JU0570  COUNTRY     -  US
 JU0570  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0570
 JU0570                         *CURRENT SURVEY CONTROL
 JU0570  ______________________________________________________________________
 JU0570* NAD 83(1986) POSITION- 39 35 27.     (N) 074 44 26.     (W)   SCALED
 JU0570* NAVD 88 ORTHO HEIGHT -    24.354 (meters)       79.90  (feet) ADJUSTED
 JU0570  ______________________________________________________________________
 JU0570  GEOID HEIGHT    -        -33.525 (meters)                     GEOID18
 JU0570  DYNAMIC HEIGHT  -         24.342 (meters)       79.86  (feet) COMP
 JU0570  MODELED GRAVITY -    980,132.0   (mgal)                       NAVD 88
 JU0570
 JU0570  VERT ORDER      -  FIRST     CLASS I
 JU0570
 JU0570.The horizontal coordinates were scaled from a map and have
 JU0570.an estimated accuracy of +/- 6 seconds.
 JU0570
 JU0570.The orthometric height was determined by differential leveling and
 JU0570.adjusted by the NATIONAL GEODETIC SURVEY
 JU0570.in June 1991.
 JU0570
 JU0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0570.GEOID18 height accuracy estimate available here.
 JU0570
 JU0570.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ222823(NAD 83)
 JU0570
 JU0570                          SUPERSEDED SURVEY CONTROL
 JU0570
 JU0570  NGVD 29 (11/26/84)   24.723  (m)           81.11   (f) ADJUSTED    1 1
 JU0570
 JU0570.Superseded values are not recommended for survey control.
 JU0570
 JU0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0570.See file dsdata.pdf to determine how the superseded data were derived.
 JU0570
 JU0570_MARKER: B = BOLT
 JU0570_SETTING: 7 = 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  HISTORY     - 20110429 MARK NOT FOUND   INDIV
 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.
 JU0570
 JU0570                          STATION RECOVERY (2011)
 JU0570
 JU0570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU0570'NO STONE POST COULD BE FOUND IN THE AREA DESCRIBED. STATION WAS
 JU0570'PROBABLY LOST WHEN THE RAIL LINE WAS REBUILT IN THE 1980'S.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV0129  USGS QUAD   -  WEEHAWKEN (2016)
 KV0129
 KV0129                         *CURRENT SURVEY CONTROL
 KV0129  ______________________________________________________________________
 KV0129* NAD 83(1986) POSITION- 40 49 41.6    (N) 074 06 03.3    (W)   HD_HELD2
 KV0129* NAVD 88 ORTHO HEIGHT -    12.869 (meters)       42.22  (feet) ADJUSTED
 KV0129  ______________________________________________________________________
 KV0129  GEOID HEIGHT    -        -32.083 (meters)                     GEOID18
 KV0129  DYNAMIC HEIGHT  -         12.864 (meters)       42.20  (feet) COMP
 KV0129  MODELED GRAVITY -    980,230.1   (mgal)                       NAVD 88
 KV0129
 KV0129  VERT ORDER      -  FIRST     CLASS II
 KV0129
 KV0129.The horizontal coordinates were established by autonomous hand held GPS
 KV0129.observations and have an estimated accuracy of +/- 10 meters.
 KV0129
 KV0129.The orthometric height was determined by differential leveling and
 KV0129.adjusted by the NATIONAL GEODETIC SURVEY
 KV0129.in June 1991.
 KV0129
 KV0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0129.GEOID18 height accuracy estimate available here.
 KV0129
 KV0129.This Tidal Bench Mark is designated as VM 7427
 KV0129.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0129
 KV0129.Click photographs - Photos may exist for this station.
 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       -   221,550.      183,661.      MT  (+/- 10 meters HH2 GPS)
 KV0129
 KV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7581020077(NAD 83)
 KV0129
 KV0129                          SUPERSEDED SURVEY CONTROL
 KV0129
 KV0129  NGVD 29 (11/26/84)   13.183  (m)           43.25   (f) ADJUSTED    1 2
 KV0129
 KV0129.Superseded values are not recommended for survey control.
 KV0129
 KV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0129.See file dsdata.pdf to determine how the superseded data were derived.
 KV0129
 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  HISTORY     - 20131012 MARK NOT FOUND   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.
 KV0129
 KV0129                          STATION RECOVERY (2013)
 KV0129
 KV0129'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 KV0129'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0031 ***********************************************************************
 KV0031  DESIGNATION -  436
 KV0031  PID         -  KV0031
 KV0031  STATE/COUNTY-  NJ/MIDDLESEX
 KV0031  COUNTRY     -  US
 KV0031  USGS QUAD   -  PERTH AMBOY (2016)
 KV0031
 KV0031                         *CURRENT SURVEY CONTROL
 KV0031  ______________________________________________________________________
 KV0031* NAD 83(1986) POSITION- 40 34 49.     (N) 074 17 05.     (W)   SCALED
 KV0031* NAVD 88 ORTHO HEIGHT -    25.237 (meters)       82.80  (feet) ADJUSTED
 KV0031  ______________________________________________________________________
 KV0031  GEOID HEIGHT    -        -32.582 (meters)                     GEOID18
 KV0031  DYNAMIC HEIGHT  -         25.227 (meters)       82.77  (feet) COMP
 KV0031  MODELED GRAVITY -    980,212.6   (mgal)                       NAVD 88
 KV0031
 KV0031  VERT ORDER      -  FIRST     CLASS I
 KV0031
 KV0031.The horizontal coordinates were scaled from a map and have
 KV0031.an estimated accuracy of +/- 6 seconds.
 KV0031
 KV0031.The orthometric height was determined by differential leveling and
 KV0031.adjusted by the NATIONAL GEODETIC SURVEY
 KV0031.in June 1991.
 KV0031
 KV0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0031.GEOID18 height accuracy estimate available here.
 KV0031
 KV0031.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605924(NAD 83)
 KV0031
 KV0031                          SUPERSEDED SURVEY CONTROL
 KV0031
 KV0031  NGVD 29 (04/16/92)   25.552  (m)           83.83   (f) ADJUSTED    1 1
 KV0031  NGVD 29 (??/??/87)   25.578  (m)           83.92   (f) SUPERSEDED  1 1
 KV0031
 KV0031.Superseded values are not recommended for survey control.
 KV0031
 KV0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0031.See file dsdata.pdf to determine how the superseded data were derived.
 KV0031
 KV0031_MARKER: DD = SURVEY DISK
 KV0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0031_STAMPING: 436
 KV0031_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0953 ***********************************************************************
 KV0953  DESIGNATION -  44.07
 KV0953  PID         -  KV0953
 KV0953  STATE/COUNTY-  NJ/MIDDLESEX
 KV0953  COUNTRY     -  US
 KV0953  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0953
 KV0953                         *CURRENT SURVEY CONTROL
 KV0953  ______________________________________________________________________
 KV0953* NAD 83(1986) POSITION- 40 22 43.     (N) 074 25 06.     (W)   SCALED
 KV0953* NAVD 88 ORTHO HEIGHT -    13.143 (meters)       43.12  (feet) ADJUSTED
 KV0953  ______________________________________________________________________
 KV0953  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 KV0953  DYNAMIC HEIGHT  -         13.137 (meters)       43.10  (feet) COMP
 KV0953  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 KV0953
 KV0953  VERT ORDER      -  FIRST     CLASS II
 KV0953
 KV0953.The horizontal coordinates were scaled from a map and have
 KV0953.an estimated accuracy of +/- 6 seconds.
 KV0953
 KV0953.The orthometric height was determined by differential leveling and
 KV0953.adjusted by the NATIONAL GEODETIC SURVEY
 KV0953.in June 1991.
 KV0953
 KV0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0953.GEOID18 height accuracy estimate available here.
 KV0953
 KV0953.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK493699(NAD 83)
 KV0953
 KV0953                          SUPERSEDED SURVEY CONTROL
 KV0953
 KV0953  NGVD 29 (01/10/92)   13.471  (m)           44.20   (f) ADJUSTED    1 2
 KV0953  NGVD 29 (??/??/87)   13.489  (m)           44.26   (f) SUPERSEDED  1 2
 KV0953
 KV0953.Superseded values are not recommended for survey control.
 KV0953
 KV0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0953.See file dsdata.pdf to determine how the superseded data were derived.
 KV0953
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0718 ***********************************************************************
 LY0718  DESIGNATION -  441.65
 LY0718  PID         -  LY0718
 LY0718  STATE/COUNTY-  NJ/SUSSEX
 LY0718  COUNTRY     -  US
 LY0718  USGS QUAD   -  HAMBURG (2019)
 LY0718
 LY0718                         *CURRENT SURVEY CONTROL
 LY0718  ______________________________________________________________________
 LY0718* NAD 83(1986) POSITION- 41 12 35.     (N) 074 36 21.     (W)   SCALED
 LY0718* NAVD 88 ORTHO HEIGHT -   134.386 (meters)      440.90  (feet) ADJUSTED
 LY0718  ______________________________________________________________________
 LY0718  GEOID HEIGHT    -        -32.425 (meters)                     GEOID18
 LY0718  DYNAMIC HEIGHT  -        134.330 (meters)      440.71  (feet) COMP
 LY0718  MODELED GRAVITY -    980,207.6   (mgal)                       NAVD 88
 LY0718
 LY0718  VERT ORDER      -  FIRST     CLASS II
 LY0718
 LY0718.The horizontal coordinates were scaled from a map and have
 LY0718.an estimated accuracy of +/- 6 seconds.
 LY0718
 LY0718.The orthometric height was determined by differential leveling and
 LY0718.adjusted by the NATIONAL GEODETIC SURVEY
 LY0718.in June 1991.
 LY0718
 LY0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0718.GEOID18 height accuracy estimate available here.
 LY0718
 LY0718.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL330621(NAD 83)
 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
 LY0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0718.See file dsdata.pdf to determine how the superseded data were derived.
 LY0718
 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             CGS
 LY0718
 LY0718                          STATION DESCRIPTION
 LY0718
 LY0718'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0501 ***********************************************************************
 KV0501  DESIGNATION -  4410
 KV0501  PID         -  KV0501
 KV0501  STATE/COUNTY-  NJ/BERGEN
 KV0501  COUNTRY     -  US
 KV0501  USGS QUAD   -  HACKENSACK (2019)
 KV0501
 KV0501                         *CURRENT SURVEY CONTROL
 KV0501  ______________________________________________________________________
 KV0501* NAD 83(1986) POSITION- 40 54 23.     (N) 074 01 57.     (W)   SCALED
 KV0501* NAVD 88 ORTHO HEIGHT -     4.485 (meters)       14.71  (feet) ADJUSTED
 KV0501  ______________________________________________________________________
 KV0501  GEOID HEIGHT    -        -31.815 (meters)                     GEOID18
 KV0501  DYNAMIC HEIGHT  -          4.483 (meters)       14.71  (feet) COMP
 KV0501  MODELED GRAVITY -    980,241.4   (mgal)                       NAVD 88
 KV0501
 KV0501  VERT ORDER      -  SECOND    CLASS 0
 KV0501
 KV0501.The horizontal coordinates were scaled from a map and have
 KV0501.an estimated accuracy of +/- 6 seconds.
 KV0501
 KV0501.The orthometric height was determined by differential leveling and
 KV0501.adjusted by the NATIONAL GEODETIC SURVEY
 KV0501.in June 1991.
 KV0501
 KV0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0501.GEOID18 height accuracy estimate available here.
 KV0501
 KV0501.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL814288(NAD 83)
 KV0501
 KV0501                          SUPERSEDED SURVEY CONTROL
 KV0501
 KV0501  NGVD 29 (11/26/84)    4.792  (m)           15.72   (f) ADJUSTED    2 0
 KV0501
 KV0501.Superseded values are not recommended for survey control.
 KV0501
 KV0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0501.See file dsdata.pdf to determine how the superseded data were derived.
 KV0501
 KV0501_MARKER: DD = SURVEY DISK
 KV0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0501_STAMPING: 4410 15.716
 KV0501_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 AB6700 ***********************************************************************
 AB6700  DESIGNATION -  443
 AB6700  PID         -  AB6700
 AB6700  STATE/COUNTY-  NJ/MERCER
 AB6700  COUNTRY     -  US
 AB6700  USGS QUAD   -  PRINCETON (2019)
 AB6700
 AB6700                         *CURRENT SURVEY CONTROL
 AB6700  ______________________________________________________________________
 AB6700* NAD 83(1986) POSITION- 40 21 05.     (N) 074 39 14.     (W)   SCALED
 AB6700* NAVD 88 ORTHO HEIGHT -    58.651 (meters)      192.42  (feet) ADJUSTED
 AB6700  ______________________________________________________________________
 AB6700  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 AB6700  DYNAMIC HEIGHT  -         58.624 (meters)      192.34  (feet) COMP
 AB6700  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 AB6700
 AB6700  VERT ORDER      -  FIRST     CLASS II
 AB6700
 AB6700.The horizontal coordinates were scaled from a map and have
 AB6700.an estimated accuracy of +/- 6 seconds.
 AB6700
 AB6700.The orthometric height was determined by differential leveling and
 AB6700.adjusted by the NATIONAL GEODETIC SURVEY
 AB6700.in September 1996.
 AB6700
 AB6700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6700.GEOID18 height accuracy estimate available here.
 AB6700
 AB6700.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK293668(NAD 83)
 AB6700
 AB6700                          SUPERSEDED SURVEY CONTROL
 AB6700
 AB6700.No superseded survey control is available for this station.
 AB6700
 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 = JULY 24, 2026 22:12:30 EDT
 DM7426 ***********************************************************************
 DM7426  DESIGNATION -  465
 DM7426  PID         -  DM7426
 DM7426  STATE/COUNTY-  NJ/MIDDLESEX
 DM7426  COUNTRY     -  US
 DM7426  USGS QUAD   -  NEW BRUNSWICK (2019)
 DM7426
 DM7426                         *CURRENT SURVEY CONTROL
 DM7426  ______________________________________________________________________
 DM7426* NAD 83(1986) POSITION- 40 29 31.     (N) 074 27 14.     (W)   SCALED
 DM7426* NAVD 88 ORTHO HEIGHT -    22.523 (meters)       73.89  (feet) ADJUSTED
 DM7426  ______________________________________________________________________
 DM7426  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 DM7426  DYNAMIC HEIGHT  -         22.514 (meters)       73.86  (feet) COMP
 DM7426  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 DM7426
 DM7426  VERT ORDER      -  FIRST     CLASS II
 DM7426
 DM7426.The horizontal coordinates were scaled from a map and have
 DM7426.an estimated accuracy of +/- 6 seconds.
 DM7426
 DM7426.The orthometric height was determined by differential leveling and
 DM7426.adjusted by the NATIONAL GEODETIC SURVEY
 DM7426.in April 2013.
 DM7426
 DM7426.No vertical observational check was made to the station.
 DM7426
 DM7426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7426.GEOID18 height accuracy estimate available here.
 DM7426
 DM7426.Click photographs - Photos may exist for this station.
 DM7426
 DM7426.The dynamic height is computed by dividing the NAVD 88
 DM7426.geopotential number by the normal gravity value computed on the
 DM7426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7426.degrees latitude (g = 980.6199 gals.).
 DM7426
 DM7426.The modeled gravity was interpolated from observed gravity values.
 DM7426
 DM7426;                    North         East    Units  Estimated Accuracy
 DM7426;SPC NJ       -   184,140.      153,910.      MT  (+/- 180 meters Scaled)
 DM7426
 DM7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK462825(NAD 83)
 DM7426
 DM7426                          SUPERSEDED SURVEY CONTROL
 DM7426
 DM7426.No superseded survey control is available for this station.
 DM7426
 DM7426_MARKER: DD = SURVEY DISK
 DM7426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7426_STAMPING: 465
 DM7426_MARK LOGO: NJDCED
 DM7426_PROJECTION: RECESSED 5 CENTIMETERS
 DM7426_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7426+STABILITY: SURFACE MOTION
 DM7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7426+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7426
 DM7426  HISTORY     - Date     Condition        Report By
 DM7426  HISTORY     - 1940     MONUMENTED       NJDCED
 DM7426  HISTORY     - 20100713 GOOD             NJGS
 DM7426
 DM7426                          STATION DESCRIPTION
 DM7426
 DM7426'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7426'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE SOUTH SIDE OF FRENCH
 DM7426'STREET (NEW JERSEY ROUTE 27), JUST EAST OF THE JUNCTION WITH JERSEY
 DM7426'AVENUE (NEW JERSEY ROUTE 91) TO THE WEST, OPPOSITE THE T-JUNCTION WITH
 DM7426'JAMES STREET.
 DM7426'
 DM7426'THR STATION IS 2.9 FT (0.9 M) WEST-NORTHWEST OF THE WEST CORNER OF
 DM7426'HOUSE NUMBER 162, 15.8 FT (4.8 M) NORTHEAST OF THE NORTH CORNER OF
 DM7426'HOUSE NUMBER 2, 12.8 FT (3.9 M) SOUTHEAST OF THE SOUTH CURB OF FRENCH
 DM7426'STREET, 75 FT (22.9 M) SOUTHWEST OF THE CENTERLINE OF SEAMAN STREET,
 DM7426'27 FT (8.2 M) SOUTHWEST OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO4829 ***********************************************************************
 DO4829  DESIGNATION -  4731
 DO4829  PID         -  DO4829
 DO4829  STATE/COUNTY-  NJ/HUNTERDON
 DO4829  COUNTRY     -  US
 DO4829  USGS QUAD   -  FLEMINGTON (2019)
 DO4829
 DO4829                         *CURRENT SURVEY CONTROL
 DO4829  ______________________________________________________________________
 DO4829* NAD 83(1986) POSITION- 40 37 16.89   (N) 074 45 32.02   (W)   HD_HELD1
 DO4829* NAVD 88 ORTHO HEIGHT -    61.837 (meters)      202.88  (feet) ADJUSTED
 DO4829  ______________________________________________________________________
 DO4829  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 DO4829  DYNAMIC HEIGHT  -         61.809 (meters)      202.79  (feet) COMP
 DO4829  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 DO4829
 DO4829  VERT ORDER      -  FIRST     CLASS II
 DO4829
 DO4829.The horizontal coordinates were determined by differentially corrected
 DO4829.hand held GPS observations or other comparable positioning techniques
 DO4829.and have an estimated accuracy of +/- 3 meters.
 DO4829
 DO4829.The orthometric height was determined by differential leveling and
 DO4829.adjusted by the NATIONAL GEODETIC SURVEY
 DO4829.in April 2013.
 DO4829
 DO4829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4829.GEOID18 height accuracy estimate available here.
 DO4829
 DO4829.Click photographs - Photos may exist for this station.
 DO4829
 DO4829.The dynamic height is computed by dividing the NAVD 88
 DO4829.geopotential number by the normal gravity value computed on the
 DO4829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4829.degrees latitude (g = 980.6199 gals.).
 DO4829
 DO4829.The modeled gravity was interpolated from observed gravity values.
 DO4829
 DO4829;                    North         East    Units  Estimated Accuracy
 DO4829;SPC NJ       -   198,535.7     128,095.9     MT  (+/- 3 meters HH1 GPS) 
 DO4829
 DO4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2039296753(NAD 83)
 DO4829
 DO4829                          SUPERSEDED SURVEY CONTROL
 DO4829
 DO4829.No superseded survey control is available for this station.
 DO4829
 DO4829_MARKER: DD = SURVEY DISK
 DO4829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO4829_STAMPING: 4731
 DO4829_MARK LOGO: NJDCED
 DO4829_PROJECTION: RECESSED 15 CENTIMETERS
 DO4829_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4829+STABILITY: SURFACE MOTION
 DO4829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4829+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 DO4829
 DO4829  HISTORY     - Date     Condition        Report By
 DO4829  HISTORY     - UNK      MONUMENTED       NJDCED
 DO4829  HISTORY     - 20111115 GOOD             NJGS
 DO4829
 DO4829                          STATION DESCRIPTION
 DO4829
 DO4829'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4829'THE STATION IS LOCATED IN READINGTON TOWNSHIP ON THE NORTH SIDE OF OLD
 DO4829'HIGHWAY 28, IN THE LOCAL COMMUNITY OF WHITEHOUSE, JUST EAST FROM THE
 DO4829'PAVED ENTRANCE DRIVE LEADING NORTHEAST TO THE RURAL HILL CEMETERY.
 DO4829'
 DO4829'TO REACH THE STATION FROM THE INTERSECTION OF FIRE LANE AND OLD
 DO4829'HIGHWAY 28, IN THE LOCAL COMMUNITY OF WHITEHOUSE, GO WEST-NORTHWEST ON
 DO4829'OLD HIGHWAY 28 FOR 0.65 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 DO4829'
 DO4829'THE STATION IS 21.9 FT (6.7 M) NORTHEAST FROM THE CENTERLINE OF OLD
 DO4829'HIGHWAY 28, 17.1 FT (5.2 M) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 DO4829'PAVED ENTRANCE DRIVE LEADING NORTHEAST TO THE RURAL HILL CEMETERY,
 DO4829'30.2 FT (9.2 M) NORTH-NORTHWEST FROM WOOD UTILITY POLE NUMBER 273 AND
 DO4829'44.8 FT (13.7 M) NORTH FROM A MAILBOX FOR HOUSE NUMBER 24 ON THE
 DO4829'SOUTHWEST SIDE OF OLD HIGHWAY 28.
 DO4829'
 DO4829'THE STATION IS SET ABOUT 0.5 FT (15 CM) BELOW THE GROUND ADJACENT TO
 DO4829'THE NORTH EDGE OF A CONCRETE SIDEWALK AND IS ALSO IN RANGE WITH THE
 DO4829'CENTERLINE OF A GRAVEL DRIVE FOR HOUSE NUMBER 24 ON THE SOUTHWEST SIDE
 DO4829'OF OLD HIGHWAY 28.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1183 ***********************************************************************
 KV1183  DESIGNATION -  4744 NJGS
 KV1183  PID         -  KV1183
 KV1183  STATE/COUNTY-  NJ/SOMERSET
 KV1183  COUNTRY     -  US
 KV1183  USGS QUAD   -  RARITAN (2019)
 KV1183
 KV1183                         *CURRENT SURVEY CONTROL
 KV1183  ______________________________________________________________________
 KV1183* NAD 83(1986) POSITION- 40 34 24.     (N) 074 40 15.     (W)   SCALED
 KV1183* NAVD 88 ORTHO HEIGHT -    29.215 (meters)       95.85  (feet) ADJUSTED
 KV1183  ______________________________________________________________________
 KV1183  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 KV1183  DYNAMIC HEIGHT  -         29.202 (meters)       95.81  (feet) COMP
 KV1183  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 KV1183
 KV1183  VERT ORDER      -  FIRST     CLASS II
 KV1183
 KV1183.The horizontal coordinates were scaled from a map and have
 KV1183.an estimated accuracy of +/- 6 seconds.
 KV1183
 KV1183.The orthometric height was determined by differential leveling and
 KV1183.adjusted by the NATIONAL GEODETIC SURVEY
 KV1183.in June 1991.
 KV1183
 KV1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1183.GEOID18 height accuracy estimate available here.
 KV1183
 KV1183.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK278914(NAD 83)
 KV1183
 KV1183                          SUPERSEDED SURVEY CONTROL
 KV1183
 KV1183  NGVD 29 (11/26/84)   29.484  (m)           96.73   (f) ADJUSTED    1 2
 KV1183
 KV1183.Superseded values are not recommended for survey control.
 KV1183
 KV1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1183.See file dsdata.pdf to determine how the superseded data were derived.
 KV1183
 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 = JULY 24, 2026 22:12:30 EDT
 JU0506 ***********************************************************************
 JU0506  DESIGNATION -  4803
 JU0506  PID         -  JU0506
 JU0506  STATE/COUNTY-  NJ/ATLANTIC
 JU0506  COUNTRY     -  US
 JU0506  USGS QUAD   -  MAYS LANDING (2019)
 JU0506
 JU0506                         *CURRENT SURVEY CONTROL
 JU0506  ______________________________________________________________________
 JU0506* NAD 83(1986) POSITION- 39 25 18.     (N) 074 42 18.     (W)   SCALED
 JU0506* NAVD 88 ORTHO HEIGHT -     5.617 (meters)       18.43  (feet) ADJUSTED
 JU0506  ______________________________________________________________________
 JU0506  GEOID HEIGHT    -        -33.984 (meters)                     GEOID18
 JU0506  DYNAMIC HEIGHT  -          5.614 (meters)       18.42  (feet) COMP
 JU0506  MODELED GRAVITY -    980,120.8   (mgal)                       NAVD 88
 JU0506
 JU0506  VERT ORDER      -  SECOND    CLASS 0
 JU0506
 JU0506.The horizontal coordinates were scaled from a map and have
 JU0506.an estimated accuracy of +/- 6 seconds.
 JU0506
 JU0506.The orthometric height was determined by differential leveling and
 JU0506.adjusted by the NATIONAL GEODETIC SURVEY
 JU0506.in June 1991.
 JU0506
 JU0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0506.GEOID18 height accuracy estimate available here.
 JU0506
 JU0506.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ253636(NAD 83)
 JU0506
 JU0506                          SUPERSEDED SURVEY CONTROL
 JU0506
 JU0506  NGVD 29 (11/26/84)    6.005  (m)           19.70   (f) ADJUSTED    2 0
 JU0506
 JU0506.Superseded values are not recommended for survey control.
 JU0506
 JU0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0506.See file dsdata.pdf to determine how the superseded data were derived.
 JU0506
 JU0506_MARKER: DD = SURVEY DISK
 JU0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0506_STAMPING: 4803
 JU0506_MARK LOGO: CGS+SS
 JU0506_PROJECTION: PROJECTING
 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  HISTORY     - 20201112 MARK NOT FOUND   NJGS
 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.
 JU0506
 JU0506                          STATION RECOVERY (2020)
 JU0506
 JU0506'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU0506'LACKS ENOUGH DETAILS IN DESCRIPTION AND TIES LAND ON PAVEMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4211 ***********************************************************************
 JU4211  DESIGNATION -  4811
 JU4211  PID         -  JU4211
 JU4211  STATE/COUNTY-  NJ/ATLANTIC
 JU4211  COUNTRY     -  US
 JU4211  USGS QUAD   -  MAYS LANDING (2019)
 JU4211
 JU4211                         *CURRENT SURVEY CONTROL
 JU4211  ______________________________________________________________________
 JU4211* NAD 83(1986) POSITION- 39 27 00.     (N) 074 43 43.     (W)   SCALED
 JU4211* NAVD 88 ORTHO HEIGHT -     7.976 (meters)       26.17  (feet) ADJUSTED
 JU4211  ______________________________________________________________________
 JU4211  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 JU4211  DYNAMIC HEIGHT  -          7.972 (meters)       26.15  (feet) COMP
 JU4211  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 JU4211
 JU4211  VERT ORDER      -  FIRST     CLASS II
 JU4211
 JU4211.The horizontal coordinates were scaled from a map and have
 JU4211.an estimated accuracy of +/- 6 seconds.
 JU4211
 JU4211.The orthometric height was determined by differential leveling and
 JU4211.adjusted by the NATIONAL GEODETIC SURVEY
 JU4211.in January 1994.
 JU4211
 JU4211.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4211.GEOID18 height accuracy estimate available here.
 JU4211
 JU4211.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ233667(NAD 83)
 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
 JU4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4211.See file dsdata.pdf to determine how the superseded data were derived.
 JU4211
 JU4211_MARKER: DD = SURVEY DISK
 JU4211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4211_STAMPING: 4811
 JU4211_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0474 ***********************************************************************
 JU0474  DESIGNATION -  4812
 JU0474  PID         -  JU0474
 JU0474  STATE/COUNTY-  NJ/ATLANTIC
 JU0474  COUNTRY     -  US
 JU0474  USGS QUAD   -  OCEAN CITY (2019)
 JU0474
 JU0474                         *CURRENT SURVEY CONTROL
 JU0474  ______________________________________________________________________
 JU0474* NAD 83(1986) POSITION- 39 18 43.     (N) 074 31 37.     (W)   SCALED
 JU0474* NAVD 88 ORTHO HEIGHT -     1.416 (meters)        4.65  (feet) ADJUSTED
 JU0474  ______________________________________________________________________
 JU0474  GEOID HEIGHT    -        -34.531 (meters)                     GEOID18
 JU0474  DYNAMIC HEIGHT  -          1.415 (meters)        4.64  (feet) COMP
 JU0474  MODELED GRAVITY -    980,102.7   (mgal)                       NAVD 88
 JU0474
 JU0474  VERT ORDER      -  FIRST     CLASS II
 JU0474
 JU0474.The horizontal coordinates were scaled from a map and have
 JU0474.an estimated accuracy of +/- 6 seconds.
 JU0474
 JU0474.The orthometric height was determined by differential leveling and
 JU0474.adjusted by the NATIONAL GEODETIC SURVEY
 JU0474.in March 2005.
 JU0474
 JU0474.No vertical observational check was made to the station.
 JU0474
 JU0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0474.GEOID18 height accuracy estimate available here.
 JU0474
 JU0474.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ407515(NAD 83)
 JU0474
 JU0474                          SUPERSEDED SURVEY CONTROL
 JU0474
 JU0474  NAVD 88 (06/15/91)    1.406  (m)            4.61   (f) SUPERSEDED  1 2
 JU0474  NGVD 29 (04/16/92)    1.799  (m)            5.90   (f) ADJUSTED    1 2
 JU0474  NGVD 29 (01/10/92)    1.799  (m)            5.90   (f) SUPERSEDED  1 2
 JU0474  NGVD 29 (??/??/87)    1.799  (m)            5.90   (f) SUPERSEDED  1 2
 JU0474
 JU0474.Superseded values are not recommended for survey control.
 JU0474
 JU0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0474.See file dsdata.pdf to determine how the superseded data were derived.
 JU0474
 JU0474_MARKER: DD = SURVEY DISK
 JU0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0474_STAMPING: 4812
 JU0474_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 AM6990 ***********************************************************************
 AM6990  DESIGNATION -  4814
 AM6990  PID         -  AM6990
 AM6990  STATE/COUNTY-  NJ/ATLANTIC
 AM6990  COUNTRY     -  US
 AM6990  USGS QUAD   -  OCEAN CITY (2019)
 AM6990
 AM6990                         *CURRENT SURVEY CONTROL
 AM6990  ______________________________________________________________________
 AM6990* NAD 83(1986) POSITION- 39 19 05.     (N) 074 31 02.     (W)   SCALED
 AM6990* NAVD 88 ORTHO HEIGHT -     1.586 (meters)        5.20  (feet) ADJUSTED
 AM6990  ______________________________________________________________________
 AM6990  GEOID HEIGHT    -        -34.513 (meters)                     GEOID18
 AM6990  DYNAMIC HEIGHT  -          1.585 (meters)        5.20  (feet) COMP
 AM6990  MODELED GRAVITY -    980,103.4   (mgal)                       NAVD 88
 AM6990
 AM6990  VERT ORDER      -  FIRST     CLASS II
 AM6990
 AM6990.The horizontal coordinates were scaled from a map and have
 AM6990.an estimated accuracy of +/- 6 seconds.
 AM6990
 AM6990.The orthometric height was determined by differential leveling and
 AM6990.adjusted by the NATIONAL GEODETIC SURVEY
 AM6990.in March 2005.
 AM6990
 AM6990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6990.GEOID18 height accuracy estimate available here.
 AM6990
 AM6990.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ416521(NAD 83)
 AM6990
 AM6990                          SUPERSEDED SURVEY CONTROL
 AM6990
 AM6990.No superseded survey control is available for this station.
 AM6990
 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  HISTORY     - 20230306 MARK NOT FOUND   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.
 AM6990
 AM6990                          STATION RECOVERY (2023)
 AM6990
 AM6990'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 AM6990'MARK NOT FOUND.  SIDEWALK HAS BEEN REPLACED, MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0472 ***********************************************************************
 JU0472  DESIGNATION -  4815
 JU0472  PID         -  JU0472
 JU0472  STATE/COUNTY-  NJ/ATLANTIC
 JU0472  COUNTRY     -  US
 JU0472  USGS QUAD   -  OCEAN CITY (2019)
 JU0472
 JU0472                         *CURRENT SURVEY CONTROL
 JU0472  ______________________________________________________________________
 JU0472* NAD 83(1986) POSITION- 39 19 13.     (N) 074 30 48.     (W)   SCALED
 JU0472* NAVD 88 ORTHO HEIGHT -     1.742 (meters)        5.72  (feet) ADJUSTED
 JU0472  ______________________________________________________________________
 JU0472  GEOID HEIGHT    -        -34.508 (meters)                     GEOID18
 JU0472  DYNAMIC HEIGHT  -          1.741 (meters)        5.71  (feet) COMP
 JU0472  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 JU0472
 JU0472  VERT ORDER      -  SECOND    CLASS 0
 JU0472
 JU0472.The horizontal coordinates were scaled from a map and have
 JU0472.an estimated accuracy of +/- 6 seconds.
 JU0472
 JU0472.The orthometric height was determined by differential leveling and
 JU0472.adjusted by the NATIONAL GEODETIC SURVEY
 JU0472.in June 1991.
 JU0472
 JU0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0472.GEOID18 height accuracy estimate available here.
 JU0472
 JU0472.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ419524(NAD 83)
 JU0472
 JU0472                          SUPERSEDED SURVEY CONTROL
 JU0472
 JU0472  NGVD 29 (04/16/92)    2.134  (m)            7.00   (f) ADJUSTED    2 0
 JU0472  NGVD 29 (??/??/87)    2.136  (m)            7.01   (f) SUPERSEDED  2 0
 JU0472
 JU0472.Superseded values are not recommended for survey control.
 JU0472
 JU0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0472.See file dsdata.pdf to determine how the superseded data were derived.
 JU0472
 JU0472_MARKER: DD = SURVEY DISK
 JU0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0472_STAMPING: 4815
 JU0472_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 AM6991 ***********************************************************************
 AM6991  DESIGNATION -  4816
 AM6991  PID         -  AM6991
 AM6991  STATE/COUNTY-  NJ/ATLANTIC
 AM6991  COUNTRY     -  US
 AM6991  USGS QUAD   -  OCEAN CITY (2019)
 AM6991
 AM6991                         *CURRENT SURVEY CONTROL
 AM6991  ______________________________________________________________________
 AM6991* NAD 83(1986) POSITION- 39 19 30.     (N) 074 30 20.     (W)   SCALED
 AM6991* NAVD 88 ORTHO HEIGHT -     2.096 (meters)        6.88  (feet) ADJUSTED
 AM6991  ______________________________________________________________________
 AM6991  GEOID HEIGHT    -        -34.495 (meters)                     GEOID18
 AM6991  DYNAMIC HEIGHT  -          2.095 (meters)        6.87  (feet) COMP
 AM6991  MODELED GRAVITY -    980,104.1   (mgal)                       NAVD 88
 AM6991
 AM6991  VERT ORDER      -  FIRST     CLASS II
 AM6991
 AM6991.The horizontal coordinates were scaled from a map and have
 AM6991.an estimated accuracy of +/- 6 seconds.
 AM6991
 AM6991.The orthometric height was determined by differential leveling and
 AM6991.adjusted by the NATIONAL GEODETIC SURVEY
 AM6991.in March 2005.
 AM6991
 AM6991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6991.GEOID18 height accuracy estimate available here.
 AM6991
 AM6991.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ426529(NAD 83)
 AM6991
 AM6991                          SUPERSEDED SURVEY CONTROL
 AM6991
 AM6991.No superseded survey control is available for this station.
 AM6991
 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 = JULY 24, 2026 22:12:30 EDT
 AM6992 ***********************************************************************
 AM6992  DESIGNATION -  4817
 AM6992  PID         -  AM6992
 AM6992  STATE/COUNTY-  NJ/ATLANTIC
 AM6992  COUNTRY     -  US
 AM6992  USGS QUAD   -  OCEAN CITY (2019)
 AM6992
 AM6992                         *CURRENT SURVEY CONTROL
 AM6992  ______________________________________________________________________
 AM6992* NAD 83(1986) POSITION- 39 19 40.     (N) 074 30 03.     (W)   SCALED
 AM6992* NAVD 88 ORTHO HEIGHT -     2.134 (meters)        7.00  (feet) ADJUSTED
 AM6992  ______________________________________________________________________
 AM6992  GEOID HEIGHT    -        -34.488 (meters)                     GEOID18
 AM6992  DYNAMIC HEIGHT  -          2.133 (meters)        7.00  (feet) COMP
 AM6992  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 AM6992
 AM6992  VERT ORDER      -  FIRST     CLASS II
 AM6992
 AM6992.The horizontal coordinates were scaled from a map and have
 AM6992.an estimated accuracy of +/- 6 seconds.
 AM6992
 AM6992.The orthometric height was determined by differential leveling and
 AM6992.adjusted by the NATIONAL GEODETIC SURVEY
 AM6992.in March 2005.
 AM6992
 AM6992.No vertical observational check was made to the station.
 AM6992
 AM6992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6992.GEOID18 height accuracy estimate available here.
 AM6992
 AM6992.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ430532(NAD 83)
 AM6992
 AM6992                          SUPERSEDED SURVEY CONTROL
 AM6992
 AM6992.No superseded survey control is available for this station.
 AM6992
 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 = JULY 24, 2026 22:12:30 EDT
 JU0330 ***********************************************************************
 JU0330  DESIGNATION -  4818
 JU0330  PID         -  JU0330
 JU0330  STATE/COUNTY-  NJ/ATLANTIC
 JU0330  COUNTRY     -  US
 JU0330  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0330
 JU0330                         *CURRENT SURVEY CONTROL
 JU0330  ______________________________________________________________________
 JU0330* NAD 83(1986) POSITION- 39 19 55.70   (N) 074 29 27.92   (W)   HD_HELD1
 JU0330* NAVD 88 ORTHO HEIGHT -     3.058 (meters)       10.03  (feet) ADJUSTED
 JU0330  ______________________________________________________________________
 JU0330  GEOID HEIGHT    -        -34.481 (meters)                     GEOID18
 JU0330  DYNAMIC HEIGHT  -          3.057 (meters)       10.03  (feet) COMP
 JU0330  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 JU0330
 JU0330  VERT ORDER      -  FIRST     CLASS II
 JU0330
 JU0330.The horizontal coordinates were determined by differentially corrected
 JU0330.hand held GPS observations or other comparable positioning techniques
 JU0330.and have an estimated accuracy of +/- 3 meters.
 JU0330
 JU0330.The orthometric height was determined by differential leveling and
 JU0330.adjusted by the NATIONAL GEODETIC SURVEY
 JU0330.in March 2005.
 JU0330
 JU0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0330.GEOID18 height accuracy estimate available here.
 JU0330
 JU0330.Click photographs - Photos may exist for this station.
 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       -    55,370.4     150,768.2     MT  (+/- 3 meters HH1 GPS) 
 JU0330
 JU0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4386053758(NAD 83)
 JU0330
 JU0330                          SUPERSEDED SURVEY CONTROL
 JU0330
 JU0330  NAVD 88 (06/15/91)    3.056  (m)           10.03   (f) SUPERSEDED  2 0
 JU0330  NGVD 29 (04/16/92)    3.451  (m)           11.32   (f) ADJUSTED    2 0
 JU0330  NGVD 29 (??/??/87)    3.452  (m)           11.33   (f) SUPERSEDED  2 0
 JU0330
 JU0330.Superseded values are not recommended for survey control.
 JU0330
 JU0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0330.See file dsdata.pdf to determine how the superseded data were derived.
 JU0330
 JU0330_MARKER: DD = SURVEY DISK
 JU0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0330_STAMPING: 4818
 JU0330_MARK LOGO: NJDCED
 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 = JULY 24, 2026 22:12:30 EDT
 JU4085 ***********************************************************************
 JU4085  DESIGNATION -  4819
 JU4085  PID         -  JU4085
 JU4085  STATE/COUNTY-  NJ/ATLANTIC
 JU4085  COUNTRY     -  US
 JU4085  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4085
 JU4085                         *CURRENT SURVEY CONTROL
 JU4085  ______________________________________________________________________
 JU4085* NAD 83(1986) POSITION- 39 20 05.     (N) 074 29 10.     (W)   SCALED
 JU4085* NAVD 88 ORTHO HEIGHT -     3.135 (meters)       10.29  (feet) ADJUSTED
 JU4085  ______________________________________________________________________
 JU4085  GEOID HEIGHT    -        -34.475 (meters)                     GEOID18
 JU4085  DYNAMIC HEIGHT  -          3.133 (meters)       10.28  (feet) COMP
 JU4085  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 JU4085
 JU4085  VERT ORDER      -  FIRST     CLASS II
 JU4085
 JU4085.The horizontal coordinates were scaled from a map and have
 JU4085.an estimated accuracy of +/- 6 seconds.
 JU4085
 JU4085.The orthometric height was determined by differential leveling and
 JU4085.adjusted by the NATIONAL GEODETIC SURVEY
 JU4085.in March 2005.
 JU4085
 JU4085.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4085.GEOID18 height accuracy estimate available here.
 JU4085
 JU4085.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ442540(NAD 83)
 JU4085
 JU4085                          SUPERSEDED SURVEY CONTROL
 JU4085
 JU4085.No superseded survey control is available for this station.
 JU4085
 JU4085_MARKER: DD = SURVEY DISK
 JU4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20141016 MARK NOT FOUND   INDIV
 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.
 JU4085
 JU4085                          STATION RECOVERY (2014)
 JU4085
 JU4085'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JRB)
 JU4085'THIS MARK HAS BEEN GONE FOR SOME TIME. I BELIEVE IT WAS EITHER
 JU4085'DESTROYED OR PAVED OVER WITH NEW SIDEWALK, CURB AND HANDICAP RAMP.
 JU4085'OCTOBER 16, 2014
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7241 ***********************************************************************
 DR7241  DESIGNATION -  4821
 DR7241  PID         -  DR7241
 DR7241  STATE/COUNTY-  NJ/ATLANTIC
 DR7241  COUNTRY     -  US
 DR7241  USGS QUAD   -  OCEANVILLE (2019)
 DR7241
 DR7241                         *CURRENT SURVEY CONTROL
 DR7241  ______________________________________________________________________
 DR7241* NAD 83(1986) POSITION- 39 23 53.98   (N) 074 22 46.56   (W)   HD_HELD1
 DR7241* NAVD 88 ORTHO HEIGHT -     2.114 (meters)        6.94  (feet) ADJUSTED
 DR7241  ______________________________________________________________________
 DR7241  GEOID HEIGHT    -        -34.326 (meters)                     GEOID18
 DR7241  DYNAMIC HEIGHT  -          2.113 (meters)        6.93  (feet) COMP
 DR7241  MODELED GRAVITY -    980,113.2   (mgal)                       NAVD 88
 DR7241
 DR7241  VERT ORDER      -  FIRST     CLASS II
 DR7241
 DR7241.The horizontal coordinates were determined by differentially corrected
 DR7241.hand held GPS observations or other comparable positioning techniques
 DR7241.and have an estimated accuracy of +/- 3 meters.
 DR7241
 DR7241.The orthometric height was determined by differential leveling and
 DR7241.adjusted by the NATIONAL GEODETIC SURVEY
 DR7241.in March 2022.
 DR7241
 DR7241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7241.GEOID18 height accuracy estimate available here.
 DR7241
 DR7241.Click photographs - Photos may exist for this station.
 DR7241
 DR7241.The dynamic height is computed by dividing the NAVD 88
 DR7241.geopotential number by the normal gravity value computed on the
 DR7241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7241.degrees latitude (g = 980.6199 gals.).
 DR7241
 DR7241.The modeled gravity was interpolated from observed gravity values.
 DR7241
 DR7241;                    North         East    Units  Estimated Accuracy
 DR7241;SPC NJ       -    62,725.0     160,370.1     MT  (+/- 3 meters HH1 GPS) 
 DR7241
 DR7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5341961164(NAD 83)
 DR7241
 DR7241                          SUPERSEDED SURVEY CONTROL
 DR7241
 DR7241.No superseded survey control is available for this station.
 DR7241
 DR7241_MARKER: DD = SURVEY DISK
 DR7241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7241_STAMPING: 4821
 DR7241_MARK LOGO: NJDCED
 DR7241_PROJECTION: RECESSED 10 CENTIMETERS
 DR7241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7241+STABILITY: SURFACE MOTION
 DR7241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7241+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2021
 DR7241
 DR7241  HISTORY     - Date     Condition        Report By
 DR7241  HISTORY     - 1936     MONUMENTED       NJDCED
 DR7241  HISTORY     - 20210217 GOOD             NJGS
 DR7241
 DR7241                          STATION DESCRIPTION
 DR7241
 DR7241'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DR7241'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF OCEANVILLE,
 DR7241'3.3 MI (5.3 KM) NORTHEAST OF ATLANTIC CITY AND 1.1 MI (1.8 KM)
 DR7241'SOUTHWEST OF BRIGANTINE.
 DR7241'
 DR7241'TO REACH FROM THE NORTHEAST END OF BRIGANTINE BRIDGE OVER ABSECON
 DR7241'CHANNEL GO EAST ON NEW JERSEY ROUTE 87 (ATLANTIC COUNTY ROAD 638) FOR
 DR7241'1.7 MI (2.7 KM), AT TRAFFIC CIRCLE CONTINUE EAST ON ATLANTIC
 DR7241'BRIGANTINE BOULEVARD FOR 0.3 MI (0.5 KM), AT Y-INTERSECTION CONTINUE
 DR7241'NORTHEAST ON W BRIGANTINE AVENUE FOR 0.35 MI (0.56 KM), TO THE STATION
 DR7241'ON THE LEFT ON THE NORTH CORNER OF THE INTERSECTION OF WEST BRIGANTINE
 DR7241'AVENUE AND 23RD STREET IN THE GRASS NORTHEAST OF THE THE ADA LANDING.
 DR7241'
 DR7241'IT IS 73.58 FT (22.4 M) SOUTHWEST OF THE CENTERLINE OF WALKWAY TO
 DR7241'HOUSE NUMBER 2205, 56.58 FT (17.2 M) NORTHEAST OF THE CENTERLINE OF
 DR7241'23RD ST, 10.58 FT (3.2 M) NORTHEAST OF NORTHEAST CURB OF 23RD ST AND
 DR7241'5.08 FT (1.5 M) NORTHWEST OF NORTHWEST CURB OF WEST BRIGANTINE AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7225 ***********************************************************************
 DR7225  DESIGNATION -  4823
 DR7225  PID         -  DR7225
 DR7225  STATE/COUNTY-  NJ/ATLANTIC
 DR7225  COUNTRY     -  US
 DR7225  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7225
 DR7225                         *CURRENT SURVEY CONTROL
 DR7225  ______________________________________________________________________
 DR7225* NAD 83(1986) POSITION- 39 24 16.17   (N) 074 22 05.94   (W)   HD_HELD1
 DR7225* NAVD 88 ORTHO HEIGHT -     2.328 (meters)        7.64  (feet) ADJUSTED
 DR7225  ______________________________________________________________________
 DR7225  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 DR7225  DYNAMIC HEIGHT  -          2.327 (meters)        7.63  (feet) COMP
 DR7225  MODELED GRAVITY -    980,114.4   (mgal)                       NAVD 88
 DR7225
 DR7225  VERT ORDER      -  FIRST     CLASS II
 DR7225
 DR7225.The horizontal coordinates were determined by differentially corrected
 DR7225.hand held GPS observations or other comparable positioning techniques
 DR7225.and have an estimated accuracy of +/- 3 meters.
 DR7225
 DR7225.The orthometric height was determined by differential leveling and
 DR7225.adjusted by the NATIONAL GEODETIC SURVEY
 DR7225.in March 2022.
 DR7225
 DR7225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7225.GEOID18 height accuracy estimate available here.
 DR7225
 DR7225.Click photographs - Photos may exist for this station.
 DR7225
 DR7225.The dynamic height is computed by dividing the NAVD 88
 DR7225.geopotential number by the normal gravity value computed on the
 DR7225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7225.degrees latitude (g = 980.6199 gals.).
 DR7225
 DR7225.The modeled gravity was interpolated from observed gravity values.
 DR7225
 DR7225;                    North         East    Units  Estimated Accuracy
 DR7225;SPC NJ       -    63,410.6     161,340.9     MT  (+/- 3 meters HH1 GPS) 
 DR7225
 DR7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5438561855(NAD 83)
 DR7225
 DR7225                          SUPERSEDED SURVEY CONTROL
 DR7225
 DR7225.No superseded survey control is available for this station.
 DR7225
 DR7225_MARKER: DD = SURVEY DISK
 DR7225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7225_STAMPING: 4823
 DR7225_MARK LOGO: NJDCED
 DR7225_PROJECTION: RECESSED 15 CENTIMETERS
 DR7225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7225+STABILITY: SURFACE MOTION
 DR7225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7225+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2022
 DR7225
 DR7225  HISTORY     - Date     Condition        Report By
 DR7225  HISTORY     - 1936     MONUMENTED       NJDCED
 DR7225  HISTORY     - 20210607 GOOD             NJGS
 DR7225  HISTORY     - 20220428 GOOD             NJGS
 DR7225
 DR7225                          STATION DESCRIPTION
 DR7225
 DR7225'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7225'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF OCEANVILLE,
 DR7225'4.1 MI (6.6 KM) NORTHEAST OF ATLANTIC CITY AND IN THE TOWN OF
 DR7225'BRIGANTINE, NJ.
 DR7225'
 DR7225'TO REACH THE STATION FROM THE INTERSECTION OF WEST BRIGANTINE AND
 DR7225'EIGHTH STREET GO NORTHWEST ON EIGHTH STREET FOR ABOUT 46.56 FT (14.2
 DR7225'M) TO THE STATION ON THE RIGHT IN THE GRASS NEXT TO THE SIDEWALK.
 DR7225'
 DR7225'THE STATION IS 48.75 FT (14.9 M) EAST OF UTILITY POLE ACE3108, 47.25
 DR7225'FT (14.4 M) SOUTH FROM THE SOUTH CORNER OF A PATIO TO HOUSE NUMBER
 DR7225'255, 25.91 FT (7.9 M) EAST FROM THE CENTERLINE OF EIGHTH STREET, 10 FT
 DR7225'(3.0 M) EAST FROM NORTHERN CURB ON EIGHTH STREET, 42.25 FT (12.9 M)
 DR7225'NORTH FROM THE CENTERLINE OF WEST BRIGANTINE AVENUE AND 5.66 FT (1.7
 DR7225'M) NORTH FROM THE NORTHERN CURB OF WEST BRIGANTINE AVENUE.
 DR7225
 DR7225                          STATION RECOVERY (2022)
 DR7225
 DR7225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DR7225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR7227 ***********************************************************************
 DR7227  DESIGNATION -  4825
 DR7227  PID         -  DR7227
 DR7227  STATE/COUNTY-  NJ/ATLANTIC
 DR7227  COUNTRY     -  US
 DR7227  USGS QUAD   -  BRIGANTINE INLET (2019)
 DR7227
 DR7227                         *CURRENT SURVEY CONTROL
 DR7227  ______________________________________________________________________
 DR7227* NAD 83(1986) POSITION- 39 24 44.48   (N) 074 21 25.88   (W)   HD_HELD1
 DR7227* NAVD 88 ORTHO HEIGHT -     1.974 (meters)        6.48  (feet) ADJUSTED
 DR7227  ______________________________________________________________________
 DR7227  GEOID HEIGHT    -        -34.292 (meters)                     GEOID18
 DR7227  DYNAMIC HEIGHT  -          1.973 (meters)        6.47  (feet) COMP
 DR7227  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 DR7227
 DR7227  VERT ORDER      -  FIRST     CLASS II
 DR7227
 DR7227.The horizontal coordinates were determined by differentially corrected
 DR7227.hand held GPS observations or other comparable positioning techniques
 DR7227.and have an estimated accuracy of +/- 3 meters.
 DR7227
 DR7227.The orthometric height was determined by differential leveling and
 DR7227.adjusted by the NATIONAL GEODETIC SURVEY
 DR7227.in March 2022.
 DR7227
 DR7227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7227.GEOID18 height accuracy estimate available here.
 DR7227
 DR7227.Click photographs - Photos may exist for this station.
 DR7227
 DR7227.The dynamic height is computed by dividing the NAVD 88
 DR7227.geopotential number by the normal gravity value computed on the
 DR7227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7227.degrees latitude (g = 980.6199 gals.).
 DR7227
 DR7227.The modeled gravity was interpolated from observed gravity values.
 DR7227
 DR7227;                    North         East    Units  Estimated Accuracy
 DR7227;SPC NJ       -    64,285.1     162,297.9     MT  (+/- 3 meters HH1 GPS) 
 DR7227
 DR7227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5533762734(NAD 83)
 DR7227
 DR7227                          SUPERSEDED SURVEY CONTROL
 DR7227
 DR7227.No superseded survey control is available for this station.
 DR7227
 DR7227_MARKER: DD = SURVEY DISK
 DR7227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7227_STAMPING: 4825
 DR7227_MARK LOGO: NJDCED
 DR7227_PROJECTION: FLUSH
 DR7227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7227+STABILITY: SURFACE MOTION
 DR7227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7227+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 DR7227
 DR7227  HISTORY     - Date     Condition        Report By
 DR7227  HISTORY     - 1936     MONUMENTED       NJDCED
 DR7227  HISTORY     - 20210607 GOOD             NJGS
 DR7227
 DR7227                          STATION DESCRIPTION
 DR7227
 DR7227'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 DR7227'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF OCEANVILLE,
 DR7227'4.9 MI (7.9 KM) NORTHEAST OF ATLANTIC CITY AND IN THE TOWN OF
 DR7227'BRIGANTINE, NJ.
 DR7227'
 DR7227'IN THE TOWN OF BRIGANTINE SET ON THE WEST CORNER OF THE JUNCTION OF
 DR7227'EAST BRIGANTINE AVENUE AND QUAY BOULEVARD AND NORTH 10TH STREET,
 DR7227'BETWEEN THE CURB AND THE SIDEWALK.
 DR7227'
 DR7227'IT IS 13.7 FT (4.2 M) NORTHWEST OF THE CURB OF EAST BRIGANTINE AVENUE,
 DR7227'2.8 FT (0.9 M) SOUTH OF THE CURB OF QUAY BOULEVARD, 64 FT (19.5 M)
 DR7227'NORTHEAST OF THE EAST CORNER OF THE PORCH FOR HOUSE NUMBER 909 AND
 DR7227'74.7 FT (22.8 M) EAST OF THE NORTH CORNER OF THE SAME HOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0325 ***********************************************************************
 JU0325  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0325  DESIGNATION -  4839
 JU0325  PID         -  JU0325
 JU0325  STATE/COUNTY-  NJ/ATLANTIC
 JU0325  COUNTRY     -  US
 JU0325  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0325
 JU0325                         *CURRENT SURVEY CONTROL
 JU0325  ______________________________________________________________________
 JU0325* NAD 83(2011) POSITION- 39 20 27.77640(N) 074 28 21.98414(W)   ADJUSTED
 JU0325* NAD 83(2011) ELLIP HT-   -31.614 (meters)        (06/27/12)   ADJUSTED
 JU0325* NAD 83(2011) EPOCH   -  2010.00
 JU0325* NAVD 88 ORTHO HEIGHT -     2.843 (meters)        9.33  (feet) ADJUSTED
 JU0325  ______________________________________________________________________
 JU0325  GEOID HEIGHT    -        -34.464 (meters)                     GEOID18
 JU0325  NAD 83(2011) X  -  1,322,255.576 (meters)                     COMP
 JU0325  NAD 83(2011) Y  - -4,759,116.524 (meters)                     COMP
 JU0325  NAD 83(2011) Z  -  4,021,650.835 (meters)                     COMP
 JU0325  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 JU0325  DYNAMIC HEIGHT  -          2.842 (meters)        9.32  (feet) COMP
 JU0325  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 JU0325
 JU0325  VERT ORDER      -  FIRST     CLASS II
 JU0325
 JU0325  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0325  Standards:
 JU0325         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0325            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0325  -------------------------------------------------------------------
 JU0325  NETWORK    0.74   1.35           0.33   0.27   0.69     -0.15524301
 JU0325  -------------------------------------------------------------------
 JU0325  Click here for local accuracies and other accuracy information.
 JU0325
 JU0325.The horizontal coordinates were established by GPS observations
 JU0325.and adjusted by the National Geodetic Survey in June 2012.
 JU0325
 JU0325.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0325.been affixed to the stable North American tectonic plate. See 
 JU0325.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0325
 JU0325.The horizontal coordinates are valid at the epoch date displayed above
 JU0325.which is a decimal equivalence of Year/Month/Day.
 JU0325
 JU0325.The orthometric height was determined by differential leveling and
 JU0325.adjusted by the NATIONAL GEODETIC SURVEY
 JU0325.in March 2005.
 JU0325
 JU0325.No vertical observational check was made to the station.
 JU0325
 JU0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0325.GEOID18 height accuracy estimate available here.
 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.Click photographs - Photos may exist for this station.
 JU0325
 JU0325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0325
 JU0325.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0325
 JU0325.The ellipsoidal height was determined by GPS observations
 JU0325.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0325
 JU0325;                    North         East     Units Scale Factor Converg.
 JU0325;SPC NJ       -    56,359.862   152,346.946   MT  0.99990007   +0 01 02.1
 JU0325;SPC NJ       -   184,907.31    499,824.94   sFT  0.99990007   +0 01 02.1
 JU0325;UTM  18      - 4,354,756.785   545,433.629   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  =   0.99963037
 JU0325
 JU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4543354756(NAD 83)
 JU0325
 JU0325                          SUPERSEDED SURVEY CONTROL
 JU0325
 JU0325  NAD 83(2007)-  39 20 27.77694(N)    074 28 21.98496(W) AD(2002.00) 0
 JU0325  ELLIP H (02/10/07)  -31.606  (m)                       GP(2002.00)    
 JU0325  NAD 83(1996)-  39 20 27.77662(N)    074 28 21.98488(W) AD(       ) 1
 JU0325  ELLIP H (01/17/03)  -31.594  (m)                       GP(       ) 3 1
 JU0325  NAVD 88               2.84   (m)            9.3    (f) LEVELING    3  
 JU0325  NAVD 88 (06/15/91)    2.840  (m)            9.32   (f) SUPERSEDED  1 2
 JU0325  NGVD 29 (04/16/92)    3.239  (m)           10.63   (f) ADJUSTED    1 2
 JU0325  NGVD 29 (01/10/92)    3.239  (m)           10.63   (f) SUPERSEDED  1 2
 JU0325  NGVD 29 (??/??/87)    3.239  (m)           10.63   (f) SUPERSEDED  1 2
 JU0325
 JU0325.Superseded values are not recommended for survey control.
 JU0325
 JU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0325.See file dsdata.pdf to determine how the superseded data were derived.
 JU0325
 JU0325_MARKER: DD = SURVEY DISK
 JU0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0325_STAMPING: 4839
 JU0325_MARK LOGO: NJDCED
 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 - May 18, 2017
 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  HISTORY     - 20160825 GOOD             PB
 JU0325  HISTORY     - 20161107 GOOD             PB
 JU0325  HISTORY     - 20170518 GOOD             NJGS
 JU0325
 JU0325                          STATION DESCRIPTION
 JU0325
 JU0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0325'AT VENTNOR CITY.  AT THE INTERSECTION OF ATLANTIC AVENUE AND SUFFOLK
 JU0325'AVENUE, 11 FEET NORTH OF THE NORTH CURB OF ATLANTIC AVENUE, 1.8 FEET
 JU0325'WEST OF WEST CURB OF SOUTH SUFFOLK AVENUE AND 6 INCHES NORTH OF A
 JU0325'STREET 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'RECOVERED AS DESCRIBED.
 JU0325
 JU0325                          STATION RECOVERY (2006)
 JU0325
 JU0325'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 JU0325'RECOVERED IN GOOD CONDITION.
 JU0325
 JU0325                          STATION RECOVERY (2016)
 JU0325
 JU0325'RECOVERY NOTE BY PBS&J 2016 (MJB)
 JU0325'RECOVERED IN GOOD CONDITION.
 JU0325
 JU0325                          STATION RECOVERY (2016)
 JU0325
 JU0325'RECOVERY NOTE BY PBS&J 2016 (MJB)
 JU0325'RECOVERED IN GOOD CONDITION.
 JU0325
 JU0325                          STATION RECOVERY (2017)
 JU0325
 JU0325'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0325'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF OCEAN CITY,
 JU0325'4.4 MI (7.1 KM) SOUTHEAST OF PLEASANTVILLE AND 3.1 MI (5.0 KM)
 JU0325'WEST-SOUTHWEST OF ATLANTIC CITY, IN VENTNOR CITY.
 JU0325'
 JU0325'THE STATION IS SET IN A MONUMENT IN THE SIDEWALK AREA ON THE NORTHWEST
 JU0325'CORNER OF THE JUNCTION OF ATLANTIC AVENUE AND SUFFOLK AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0303 ***********************************************************************
 JU0303  DESIGNATION -  4844
 JU0303  PID         -  JU0303
 JU0303  STATE/COUNTY-  NJ/ATLANTIC
 JU0303  COUNTRY     -  US
 JU0303  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0303
 JU0303                         *CURRENT SURVEY CONTROL
 JU0303  ______________________________________________________________________
 JU0303* NAD 83(1986) POSITION- 39 21 16.     (N) 074 26 49.     (W)   SCALED
 JU0303* NAVD 88 ORTHO HEIGHT -     2.362 (meters)        7.75  (feet) ADJUSTED
 JU0303  ______________________________________________________________________
 JU0303  GEOID HEIGHT    -        -34.435 (meters)                     GEOID18
 JU0303  DYNAMIC HEIGHT  -          2.361 (meters)        7.75  (feet) COMP
 JU0303  MODELED GRAVITY -    980,106.1   (mgal)                       NAVD 88
 JU0303
 JU0303  VERT ORDER      -  FIRST     CLASS II
 JU0303
 JU0303.The horizontal coordinates were scaled from a map and have
 JU0303.an estimated accuracy of +/- 6 seconds.
 JU0303
 JU0303.The orthometric height was determined by differential leveling and
 JU0303.adjusted by the NATIONAL GEODETIC SURVEY
 JU0303.in June 1991.
 JU0303
 JU0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0303.GEOID18 height accuracy estimate available here.
 JU0303
 JU0303.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ476562(NAD 83)
 JU0303
 JU0303                          SUPERSEDED SURVEY CONTROL
 JU0303
 JU0303  NGVD 29 (04/16/92)    2.762  (m)            9.06   (f) ADJUSTED    1 2
 JU0303  NGVD 29 (01/10/92)    2.762  (m)            9.06   (f) SUPERSEDED  1 2
 JU0303  NGVD 29 (??/??/87)    2.762  (m)            9.06   (f) SUPERSEDED  1 2
 JU0303
 JU0303.Superseded values are not recommended for survey control.
 JU0303
 JU0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0303.See file dsdata.pdf to determine how the superseded data were derived.
 JU0303
 JU0303_STAMPING: 4844
 JU0303_MARK LOGO: CGS+SS
 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  HISTORY     - 20170228 MARK NOT FOUND   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.
 JU0303
 JU0303                          STATION RECOVERY (2017)
 JU0303
 JU0303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0303'NOT RECOVERED.  THE SIDEWALK AREA WHERE THE STATION WAS HAS BEEN
 JU0303'COMPLETELY RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0302 ***********************************************************************
 JU0302  DESIGNATION -  4845
 JU0302  PID         -  JU0302
 JU0302  STATE/COUNTY-  NJ/ATLANTIC
 JU0302  COUNTRY     -  US
 JU0302  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0302
 JU0302                         *CURRENT SURVEY CONTROL
 JU0302  ______________________________________________________________________
 JU0302* NAD 83(1986) POSITION- 39 21 21.     (N) 074 26 36.     (W)   SCALED
 JU0302* NAVD 88 ORTHO HEIGHT -     2.165 (meters)        7.10  (feet) ADJUSTED
 JU0302  ______________________________________________________________________
 JU0302  GEOID HEIGHT    -        -34.433 (meters)                     GEOID18
 JU0302  DYNAMIC HEIGHT  -          2.164 (meters)        7.10  (feet) COMP
 JU0302  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 JU0302
 JU0302  VERT ORDER      -  FIRST     CLASS I
 JU0302
 JU0302.The horizontal coordinates were scaled from a map and have
 JU0302.an estimated accuracy of +/- 6 seconds.
 JU0302
 JU0302.The orthometric height was determined by differential leveling and
 JU0302.adjusted by the NATIONAL GEODETIC SURVEY
 JU0302.in June 1991.
 JU0302
 JU0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0302.GEOID18 height accuracy estimate available here.
 JU0302
 JU0302.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ479564(NAD 83)
 JU0302
 JU0302                          SUPERSEDED SURVEY CONTROL
 JU0302
 JU0302  NGVD 29 (04/16/92)    2.569  (m)            8.43   (f) ADJUSTED    1 1
 JU0302  NGVD 29 (??/??/87)    2.567  (m)            8.42   (f) SUPERSEDED  1 1
 JU0302
 JU0302.Superseded values are not recommended for survey control.
 JU0302
 JU0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0302.See file dsdata.pdf to determine how the superseded data were derived.
 JU0302
 JU0302_MARKER: DD = SURVEY DISK
 JU0302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0302_SP_SET: SIDEWALK
 JU0302_STAMPING: 4845
 JU0302_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0301 ***********************************************************************
 JU0301  DESIGNATION -  4847
 JU0301  PID         -  JU0301
 JU0301  STATE/COUNTY-  NJ/ATLANTIC
 JU0301  COUNTRY     -  US
 JU0301  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0301
 JU0301                         *CURRENT SURVEY CONTROL
 JU0301  ______________________________________________________________________
 JU0301* NAD 83(1986) POSITION- 39 21 36.     (N) 074 26 00.     (W)   SCALED
 JU0301* NAVD 88 ORTHO HEIGHT -     2.869 (meters)        9.41  (feet) ADJUSTED
 JU0301  ______________________________________________________________________
 JU0301  GEOID HEIGHT    -        -34.426 (meters)                     GEOID18
 JU0301  DYNAMIC HEIGHT  -          2.868 (meters)        9.41  (feet) COMP
 JU0301  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 JU0301
 JU0301  VERT ORDER      -  SECOND    CLASS 0
 JU0301
 JU0301.The horizontal coordinates were scaled from a map and have
 JU0301.an estimated accuracy of +/- 6 seconds.
 JU0301
 JU0301.The orthometric height was determined by differential leveling and
 JU0301.adjusted by the NATIONAL GEODETIC SURVEY
 JU0301.in June 1991.
 JU0301
 JU0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0301.GEOID18 height accuracy estimate available here.
 JU0301
 JU0301.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ488568(NAD 83)
 JU0301
 JU0301                          SUPERSEDED SURVEY CONTROL
 JU0301
 JU0301  NGVD 29 (04/16/92)    3.273  (m)           10.74   (f) ADJUSTED    2 0
 JU0301  NGVD 29 (??/??/87)    3.275  (m)           10.74   (f) SUPERSEDED  2 0
 JU0301
 JU0301.Superseded values are not recommended for survey control.
 JU0301
 JU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0301.See file dsdata.pdf to determine how the superseded data were derived.
 JU0301
 JU0301_MARKER: DD = SURVEY DISK
 JU0301_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0301_SP_SET: SIDEWALK
 JU0301_STAMPING: 4847
 JU0301_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 JU4074 ***********************************************************************
 JU4074  DESIGNATION -  4855
 JU4074  PID         -  JU4074
 JU4074  STATE/COUNTY-  NJ/ATLANTIC
 JU4074  COUNTRY     -  US
 JU4074  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4074
 JU4074                         *CURRENT SURVEY CONTROL
 JU4074  ______________________________________________________________________
 JU4074* NAD 83(1986) POSITION- 39 22 09.79   (N) 074 26 21.85   (W)   HD_HELD1
 JU4074* NAVD 88 ORTHO HEIGHT -     1.263 (meters)        4.14  (feet) ADJUSTED
 JU4074  ______________________________________________________________________
 JU4074  GEOID HEIGHT    -        -34.379 (meters)                     GEOID18
 JU4074  DYNAMIC HEIGHT  -          1.262 (meters)        4.14  (feet) COMP
 JU4074  MODELED GRAVITY -    980,108.2   (mgal)                       NAVD 88
 JU4074
 JU4074  VERT ORDER      -  FIRST     CLASS II
 JU4074
 JU4074.The horizontal coordinates were determined by differentially corrected
 JU4074.hand held GPS observations or other comparable positioning techniques
 JU4074.and have an estimated accuracy of +/- 3 meters.
 JU4074
 JU4074.The orthometric height was determined by differential leveling and
 JU4074.adjusted by the NATIONAL GEODETIC SURVEY
 JU4074.in June 1991.
 JU4074
 JU4074.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4074.GEOID18 height accuracy estimate available here.
 JU4074
 JU4074.Click photographs - Photos may exist for this station.
 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       -    59,507.0     155,221.4     MT  (+/- 3 meters HH1 GPS) 
 JU4074
 JU4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4828957918(NAD 83)
 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
 JU4074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4074.See file dsdata.pdf to determine how the superseded data were derived.
 JU4074
 JU4074_MARKER: DD = SURVEY DISK
 JU4074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4074_STAMPING: 4855
 JU4074_MARK LOGO: NJDCED
 JU4074_PROJECTION: FLUSH
 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 - May 18, 2017
 JU4074
 JU4074  HISTORY     - Date     Condition        Report By
 JU4074  HISTORY     - 1934     MONUMENTED       NJDCED
 JU4074  HISTORY     - 19891031 GOOD             NJGS
 JU4074  HISTORY     - 20170217 GOOD             PBCONS
 JU4074  HISTORY     - 20170518 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.
 JU4074
 JU4074                          STATION RECOVERY (2017)
 JU4074
 JU4074'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 JU4074'ACTUAL BM IS ON CORNER. COORDINATES LOCATION IS ON A HOUSE.
 JU4074
 JU4074                          STATION RECOVERY (2017)
 JU4074
 JU4074'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4074'RECOVERED IN GOOD CONDITION.
 JU4074'
 JU4074'NOTE-ADD-THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTHWEST OF
 JU4074'BRIGANTINE, 4.8 MI (7.7 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 JU4074'ATLANTIC CITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4070 ***********************************************************************
 JU4070  DESIGNATION -  4857
 JU4070  PID         -  JU4070
 JU4070  STATE/COUNTY-  NJ/ATLANTIC
 JU4070  COUNTRY     -  US
 JU4070  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4070
 JU4070                         *CURRENT SURVEY CONTROL
 JU4070  ______________________________________________________________________
 JU4070* NAD 83(1986) POSITION- 39 22 20.     (N) 074 24 56.     (W)   SCALED
 JU4070* NAVD 88 ORTHO HEIGHT -     1.013 (meters)        3.32  (feet) ADJUSTED
 JU4070  ______________________________________________________________________
 JU4070  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 JU4070  DYNAMIC HEIGHT  -          1.012 (meters)        3.32  (feet) COMP
 JU4070  MODELED GRAVITY -    980,108.0   (mgal)                       NAVD 88
 JU4070
 JU4070  VERT ORDER      -  FIRST     CLASS II
 JU4070
 JU4070.The horizontal coordinates were scaled from a map and have
 JU4070.an estimated accuracy of +/- 6 seconds.
 JU4070
 JU4070.The orthometric height was determined by differential leveling and
 JU4070.adjusted by the NATIONAL GEODETIC SURVEY
 JU4070.in June 1991.
 JU4070
 JU4070.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4070.GEOID18 height accuracy estimate available here.
 JU4070
 JU4070.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ503582(NAD 83)
 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
 JU4070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4070.See file dsdata.pdf to determine how the superseded data were derived.
 JU4070
 JU4070_STAMPING: 4857
 JU4070_MARK LOGO: NJDCED
 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  HISTORY     - 20170306 MARK NOT FOUND   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.
 JU4070
 JU4070                          STATION RECOVERY (2017)
 JU4070
 JU4070'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4070'THE AREA HAS BEEN COMPLETELY RECONSTRUCTED, THE REMAINING TIES PUT THE
 JU4070'STATION UNDER THE PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2163 ***********************************************************************
 JU2163  DESIGNATION -  4860 DCD
 JU2163  PID         -  JU2163
 JU2163  STATE/COUNTY-  NJ/ATLANTIC
 JU2163  COUNTRY     -  US
 JU2163  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU2163
 JU2163                         *CURRENT SURVEY CONTROL
 JU2163  ______________________________________________________________________
 JU2163* NAD 83(1986) POSITION- 39 33 27.     (N) 074 41 21.     (W)   SCALED
 JU2163* NAVD 88 ORTHO HEIGHT -    23.974 (meters)       78.65  (feet) ADJUSTED
 JU2163  ______________________________________________________________________
 JU2163  GEOID HEIGHT    -        -33.621 (meters)                     GEOID18
 JU2163  DYNAMIC HEIGHT  -         23.963 (meters)       78.62  (feet) COMP
 JU2163  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 JU2163
 JU2163  VERT ORDER      -  FIRST     CLASS I
 JU2163
 JU2163.The horizontal coordinates were scaled from a map and have
 JU2163.an estimated accuracy of +/- 6 seconds.
 JU2163
 JU2163.The orthometric height was determined by differential leveling and
 JU2163.adjusted by the NATIONAL GEODETIC SURVEY
 JU2163.in June 1991.
 JU2163
 JU2163.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2163.GEOID18 height accuracy estimate available here.
 JU2163
 JU2163.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ267786(NAD 83)
 JU2163
 JU2163                          SUPERSEDED SURVEY CONTROL
 JU2163
 JU2163  NGVD 29 (11/26/84)   24.348  (m)           79.88   (f) ADJUSTED    1 1
 JU2163
 JU2163.Superseded values are not recommended for survey control.
 JU2163
 JU2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2163.See file dsdata.pdf to determine how the superseded data were derived.
 JU2163
 JU2163_STAMPING: 4860
 JU2163
 JU2163  HISTORY     - Date     Condition        Report By
 JU2163  HISTORY     - 1964     MONUMENTED       CGS
 JU2163  HISTORY     - 20190705 MARK NOT FOUND   NJGS
 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.
 JU2163
 JU2163                          STATION RECOVERY (2019)
 JU2163
 JU2163'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU2163'TIES MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4354 ***********************************************************************
 AI4354  DESIGNATION -  4970
 AI4354  PID         -  AI4354
 AI4354  STATE/COUNTY-  NJ/GLOUCESTER
 AI4354  COUNTRY     -  US
 AI4354  USGS QUAD   -  PITMAN EAST (2019)
 AI4354
 AI4354                         *CURRENT SURVEY CONTROL
 AI4354  ______________________________________________________________________
 AI4354* NAD 83(2011) POSITION- 39 38 31.63406(N) 075 05 14.66951(W)   ADJUSTED
 AI4354* NAD 83(2011) ELLIP HT-     5.633 (meters)        (06/27/12)   ADJUSTED
 AI4354* NAD 83(2011) EPOCH   -  2010.00
 AI4354* NAVD 88 ORTHO HEIGHT -    39.052 (meters)      128.12  (feet) ADJUSTED
 AI4354  ______________________________________________________________________
 AI4354  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 AI4354  NAD 83(2011) X  -  1,265,664.283 (meters)                     COMP
 AI4354  NAD 83(2011) Y  - -4,752,512.571 (meters)                     COMP
 AI4354  NAD 83(2011) Z  -  4,047,470.222 (meters)                     COMP
 AI4354  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 AI4354  DYNAMIC HEIGHT  -         39.033 (meters)      128.06  (feet) COMP
 AI4354  MODELED GRAVITY -    980,126.3   (mgal)                       NAVD 88
 AI4354
 AI4354  VERT ORDER      -  FIRST     CLASS II
 AI4354
 AI4354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4354  Standards:
 AI4354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4354  -------------------------------------------------------------------
 AI4354  NETWORK    0.66   1.08           0.31   0.21   0.55     -0.03713703
 AI4354  -------------------------------------------------------------------
 AI4354  Click here for local accuracies and other accuracy information.
 AI4354
 AI4354.The horizontal coordinates were established by GPS observations
 AI4354.and adjusted by the National Geodetic Survey in June 2012.
 AI4354
 AI4354.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4354.been affixed to the stable North American tectonic plate. See 
 AI4354.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4354
 AI4354.The horizontal coordinates are valid at the epoch date displayed above
 AI4354.which is a decimal equivalence of Year/Month/Day.
 AI4354
 AI4354.The orthometric height was determined by differential leveling and
 AI4354.adjusted by the NATIONAL GEODETIC SURVEY
 AI4354.in June 2007.
 AI4354
 AI4354.No vertical observational check was made to the station.
 AI4354
 AI4354.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4354.GEOID18 height accuracy estimate available here.
 AI4354
 AI4354.Click photographs - Photos may exist for this station.
 AI4354
 AI4354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4354
 AI4354.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4354
 AI4354.The ellipsoidal height was determined by GPS observations
 AI4354.and is referenced to NAD 83.
 AI4354
 AI4354.The dynamic height is computed by dividing the NAVD 88
 AI4354.geopotential number by the normal gravity value computed on the
 AI4354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4354.degrees latitude (g = 980.6199 gals.).
 AI4354
 AI4354.The modeled gravity was interpolated from observed gravity values.
 AI4354
 AI4354. The following values were computed from the NAD 83(2011) position.
 AI4354
 AI4354;                    North         East     Units Scale Factor Converg.
 AI4354;SPC NJ       -    89,947.488    99,582.942   MT  0.99993128   -0 22 29.2
 AI4354;SPC NJ       -   295,102.72    326,715.04   sFT  0.99993128   -0 22 29.2
 AI4354;UTM  18      - 4,388,040.982   492,500.057   MT  0.99960069   -0 03 20.8
 AI4354
 AI4354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4354!SPC NJ       -   0.99999912  x   0.99993128  =   0.99993040
 AI4354!UTM  18      -   0.99999912  x   0.99960069  =   0.99959981
 AI4354
 AI4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9250088040(NAD 83)
 AI4354
 AI4354                          SUPERSEDED SURVEY CONTROL
 AI4354
 AI4354  NAD 83(2007)-  39 38 31.63424(N)    075 05 14.67012(W) AD(2002.00) 0
 AI4354  ELLIP H (02/10/07)    5.643  (m)                       GP(2002.00)    
 AI4354  ELLIP H (09/25/02)    5.655  (m)                       GP(       ) 4 1
 AI4354  NAD 83(1996)-  39 38 31.63414(N)    075 05 14.67024(W) AD(       ) 1
 AI4354  ELLIP H (03/31/00)    5.650  (m)                       GP(       ) 3 1
 AI4354  NAVD 88 (03/31/00)   39.1    (m)  GEOID99  model used  GPS OBS        
 AI4354
 AI4354.Superseded values are not recommended for survey control.
 AI4354
 AI4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4354.See file dsdata.pdf to determine how the superseded data were derived.
 AI4354
 AI4354_MARKER: DD = SURVEY DISK
 AI4354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4354_STAMPING: 4970
 AI4354_MARK LOGO: NJDCED
 AI4354_PROJECTION: RECESSED 20 CENTIMETERS
 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 - September 12, 2024
 AI4354
 AI4354  HISTORY     - Date     Condition        Report By
 AI4354  HISTORY     - 1940     MONUMENTED       NJDCED
 AI4354  HISTORY     - 19990701 GOOD             NJGS
 AI4354  HISTORY     - 20010406 GOOD             TWT
 AI4354  HISTORY     - 20031030 GOOD             NJGS
 AI4354  HISTORY     - 20040122 GOOD             GEOCAC
 AI4354  HISTORY     - 20200814 GOOD             NJGS
 AI4354  HISTORY     - 20240912 GOOD             AAAS
 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 (2003)
 AI4354
 AI4354'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI4354'RECOVERED AS DESCRIBED BY NJGS (2003).
 AI4354
 AI4354                          STATION RECOVERY (2004)
 AI4354
 AI4354'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 AI4354'LOCATED ACROSS STREET FROM AND SOUTHEAST OF AMERICAN LEGION POST.
 AI4354
 AI4354                          STATION RECOVERY (2020)
 AI4354
 AI4354'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AI4354'THE STATION IS LEVEL WITH THE ROAD.
 AI4354
 AI4354                          STATION RECOVERY (2024)
 AI4354
 AI4354'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AI4354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4350 ***********************************************************************
 AI4350  DESIGNATION -  4992
 AI4350  PID         -  AI4350
 AI4350  STATE/COUNTY-  NJ/GLOUCESTER
 AI4350  COUNTRY     -  US
 AI4350  USGS QUAD   -  BRIDGEPORT (2019)
 AI4350
 AI4350                         *CURRENT SURVEY CONTROL
 AI4350  ______________________________________________________________________
 AI4350* NAD 83(2011) POSITION- 39 45 41.47792(N) 075 18 17.96526(W)   ADJUSTED
 AI4350* NAD 83(2011) ELLIP HT-   -16.405 (meters)        (06/27/12)   ADJUSTED
 AI4350* NAD 83(2011) EPOCH   -  2010.00
 AI4350* NAVD 88 ORTHO HEIGHT -    16.7   (meters)       55.    (feet) GPS OBS
 AI4350  ______________________________________________________________________
 AI4350  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4350  GEOID HEIGHT    -        -33.084 (meters)                     GEOID99
 AI4350  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 AI4350  NAD 83(2011) X  -  1,245,454.893 (meters)                     COMP
 AI4350  NAD 83(2011) Y  - -4,749,076.844 (meters)                     COMP
 AI4350  NAD 83(2011) Z  -  4,057,655.772 (meters)                     COMP
 AI4350  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 AI4350
 AI4350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4350  Standards:
 AI4350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4350  -------------------------------------------------------------------
 AI4350  NETWORK    0.41   0.74           0.19   0.14   0.38      0.02848767
 AI4350  -------------------------------------------------------------------
 AI4350  Click here for local accuracies and other accuracy information.
 AI4350
 AI4350.The horizontal coordinates were established by GPS observations
 AI4350.and adjusted by the National Geodetic Survey in June 2012.
 AI4350
 AI4350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4350.been affixed to the stable North American tectonic plate. See 
 AI4350.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4350
 AI4350.The horizontal coordinates are valid at the epoch date displayed above
 AI4350.which is a decimal equivalence of Year/Month/Day.
 AI4350
 AI4350.The orthometric height was determined by GPS observations and a
 AI4350.high-resolution geoid model.
 AI4350
 AI4350.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4350.GEOID18 height accuracy estimate available here.
 AI4350
 AI4350.Click photographs - Photos may exist for this station.
 AI4350
 AI4350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4350
 AI4350.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4350
 AI4350.The ellipsoidal height was determined by GPS observations
 AI4350.and is referenced to NAD 83.
 AI4350
 AI4350. The following values were computed from the NAD 83(2011) position.
 AI4350
 AI4350;                    North         East     Units Scale Factor Converg.
 AI4350;SPC NJ       -   103,348.158    81,026.713   MT  0.99995855   -0 30 53.6
 AI4350;SPC NJ       -   339,068.08    265,835.14   sFT  0.99995855   -0 30 53.6
 AI4350;UTM  18      - 4,401,333.471   473,875.754   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7387501333(NAD 83)
 AI4350
 AI4350                          SUPERSEDED SURVEY CONTROL
 AI4350
 AI4350  NAD 83(2007)-  39 45 41.47826(N)    075 18 17.96600(W) AD(2002.00) 0
 AI4350  ELLIP H (02/10/07)  -16.391  (m)                       GP(2002.00)    
 AI4350  ELLIP H (09/25/02)  -16.385  (m)                       GP(       ) 4 1
 AI4350  NAD 83(1996)-  39 45 41.47820(N)    075 18 17.96608(W) AD(       ) 1
 AI4350  ELLIP H (03/31/00)  -16.376  (m)                       GP(       ) 3 1
 AI4350
 AI4350.Superseded values are not recommended for survey control.
 AI4350
 AI4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4350.See file dsdata.pdf to determine how the superseded data were derived.
 AI4350
 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  HISTORY     - 20210305 MARK NOT FOUND   NJGS
 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.
 AI4350
 AI4350                          STATION RECOVERY (2021)
 AI4350
 AI4350'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 AI4350'GPS AND ROAD CENTERLINE TIES MATCH.  INLET AND POLE 15213 ARE NEW AND
 AI4350'CLOSER TO GPS POSITION.  FIELD IS NOW A GAS STATION.  MARK PRESUMED
 AI4350'DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6982 ***********************************************************************
 AM6982  DESIGNATION -  5 A 2
 AM6982  PID         -  AM6982
 AM6982  STATE/COUNTY-  NJ/CAPE MAY
 AM6982  COUNTRY     -  US
 AM6982  USGS QUAD   -  MARMORA (2019)
 AM6982
 AM6982                         *CURRENT SURVEY CONTROL
 AM6982  ______________________________________________________________________
 AM6982* NAD 83(1986) POSITION- 39 17 16.0    (N) 074 37 43.0    (W)   HD_HELD2
 AM6982* NAVD 88 ORTHO HEIGHT -     2.288 (meters)        7.51  (feet) ADJUSTED
 AM6982  ______________________________________________________________________
 AM6982  GEOID HEIGHT    -        -34.531 (meters)                     GEOID18
 AM6982  DYNAMIC HEIGHT  -          2.287 (meters)        7.50  (feet) COMP
 AM6982  MODELED GRAVITY -    980,100.3   (mgal)                       NAVD 88
 AM6982
 AM6982  VERT ORDER      -  FIRST     CLASS II
 AM6982
 AM6982.The horizontal coordinates were established by autonomous hand held GPS
 AM6982.observations and have an estimated accuracy of +/- 10 meters.
 AM6982
 AM6982.The orthometric height was determined by differential leveling and
 AM6982.adjusted by the NATIONAL GEODETIC SURVEY
 AM6982.in March 2005.
 AM6982
 AM6982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6982.GEOID18 height accuracy estimate available here.
 AM6982
 AM6982.Click photographs - Photos may exist for this station.
 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       -    50,454.      138,905.      MT  (+/- 10 meters HH2 GPS)
 AM6982
 AM6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3202848778(NAD 83)
 AM6982
 AM6982                          SUPERSEDED SURVEY CONTROL
 AM6982
 AM6982.No superseded survey control is available for this station.
 AM6982
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1541 ***********************************************************************
 DP1541  DESIGNATION -  5 A 3
 DP1541  PID         -  DP1541
 DP1541  STATE/COUNTY-  NJ/CAPE MAY
 DP1541  COUNTRY     -  US
 DP1541  USGS QUAD   -  STONE HARBOR (2019)
 DP1541
 DP1541                         *CURRENT SURVEY CONTROL
 DP1541  ______________________________________________________________________
 DP1541* NAD 83(1986) POSITION- 39 02 22.72   (N) 074 46 33.44   (W)   HD_HELD1
 DP1541* NAVD 88 ORTHO HEIGHT -     2.940 (meters)        9.65  (feet) ADJUSTED
 DP1541  ______________________________________________________________________
 DP1541  GEOID HEIGHT    -        -35.366 (meters)                     GEOID18
 DP1541  DYNAMIC HEIGHT  -          2.938 (meters)        9.64  (feet) COMP
 DP1541  MODELED GRAVITY -    980,058.0   (mgal)                       NAVD 88
 DP1541
 DP1541  VERT ORDER      -  FIRST     CLASS II
 DP1541
 DP1541.The horizontal coordinates were determined by differentially corrected
 DP1541.hand held GPS observations or other comparable positioning techniques
 DP1541.and have an estimated accuracy of +/- 3 meters.
 DP1541
 DP1541.The orthometric height was determined by differential leveling and
 DP1541.adjusted by the NATIONAL GEODETIC SURVEY
 DP1541.in August 2014.
 DP1541
 DP1541.No vertical observational check was made to the station.
 DP1541
 DP1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1541.GEOID18 height accuracy estimate available here.
 DP1541
 DP1541.Click photographs - Photos may exist for this station.
 DP1541
 DP1541.The dynamic height is computed by dividing the NAVD 88
 DP1541.geopotential number by the normal gravity value computed on the
 DP1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1541.degrees latitude (g = 980.6199 gals.).
 DP1541
 DP1541.The modeled gravity was interpolated from observed gravity values.
 DP1541
 DP1541;                    North         East    Units  Estimated Accuracy
 DP1541;SPC NJ       -    22,937.4     126,110.7     MT  (+/- 3 meters HH1 GPS) 
 DP1541
 DP1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1938921199(NAD 83)
 DP1541
 DP1541                          SUPERSEDED SURVEY CONTROL
 DP1541
 DP1541.No superseded survey control is available for this station.
 DP1541
 DP1541_MARKER: DD = SURVEY DISK
 DP1541_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP1541+WITH SETTING: PAVEMENT
 DP1541_SP_SET: FOUNDATION
 DP1541_STAMPING: 5 A 3 2013
 DP1541_MARK LOGO: NJGS
 DP1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1541+STABILITY: SURFACE MOTION
 DP1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1541+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2019
 DP1541
 DP1541  HISTORY     - Date     Condition        Report By
 DP1541  HISTORY     - 20130617 MONUMENTED       NJGS
 DP1541  HISTORY     - 20150317 GOOD             INDIV
 DP1541  HISTORY     - 20190901 GOOD             PROFLN
 DP1541
 DP1541                          STATION DESCRIPTION
 DP1541
 DP1541'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1541'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-NORTHEAST OF RIO
 DP1541'GRANDE, 3.3 MI (5.3 KM) NORTH OF WILDWOOD AND 2.8 MI (4.5 KM)
 DP1541'WEST-SOUTHWEST OF STONE HARBOR.
 DP1541'
 DP1541'THE STATION IS SET IN A DRILL HOLE ON THE SOUTH SIDE OF THE EAST
 DP1541'BALUSTRADE END POST (WITH THE NAME GREAT CHANNEL INSCRIBED IN THE
 DP1541'STONE BLOCK)AT MILE POST 2 ON THE NORTH SIDE OF OCEAN DRIVE (COUNTY
 DP1541'ROUTE 619) LEADING TO THE BRIDGE SPANNING GREAT CHANNEL.
 DP1541'
 DP1541'THE STATION IS 16.4 FT (5.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DP1541'OCEAN DRIVE, 10.4 FT (3.2 M) WEST-NORTHWEST OF A SIGN (SPEED LIMIT 35
 DP1541'WITH MILE POST 2 ATTACHED), 0.3 FT (9 CM) NORTH OF THE SOUTH END OF
 DP1541'THE CURB, 58 FT (17.7 M) EAST-SOUTHEAST OF THE EAST ABUTMENT OF THE
 DP1541'BRIDGE, 37 FT (11.3 M) NORTH-NORTHEAST AND ACROSS THE ROAD FROM POLE
 DP1541'NUMBER W8336.
 DP1541
 DP1541                          STATION RECOVERY (2015)
 DP1541
 DP1541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (HBH)
 DP1541'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DP1541
 DP1541                          STATION RECOVERY (2019)
 DP1541
 DP1541'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5332 ***********************************************************************
 DP5332  DESIGNATION -  5 A 4
 DP5332  PID         -  DP5332
 DP5332  STATE/COUNTY-  NJ/CAPE MAY
 DP5332  COUNTRY     -  US
 DP5332  USGS QUAD   -  OCEAN CITY (2019)
 DP5332
 DP5332                         *CURRENT SURVEY CONTROL
 DP5332  ______________________________________________________________________
 DP5332* NAD 83(1986) POSITION- 39 17 11.11   (N) 074 33 18.27   (W)   HD_HELD1
 DP5332* NAVD 88 ORTHO HEIGHT -     2.035 (meters)        6.68  (feet) ADJUSTED
 DP5332  ______________________________________________________________________
 DP5332  GEOID HEIGHT    -        -34.611 (meters)                     GEOID18
 DP5332  DYNAMIC HEIGHT  -          2.034 (meters)        6.67  (feet) COMP
 DP5332  MODELED GRAVITY -    980,099.0   (mgal)                       NAVD 88
 DP5332
 DP5332  VERT ORDER      -  FIRST     CLASS II
 DP5332
 DP5332.The horizontal coordinates were determined by differentially corrected
 DP5332.hand held GPS observations or other comparable positioning techniques
 DP5332.and have an estimated accuracy of +/- 3 meters.
 DP5332
 DP5332.The orthometric height was determined by differential leveling and
 DP5332.adjusted by the NATIONAL GEODETIC SURVEY
 DP5332.in April 2015.
 DP5332
 DP5332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5332.GEOID18 height accuracy estimate available here.
 DP5332
 DP5332.Click photographs - Photos may exist for this station.
 DP5332
 DP5332.The dynamic height is computed by dividing the NAVD 88
 DP5332.geopotential number by the normal gravity value computed on the
 DP5332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5332.degrees latitude (g = 980.6199 gals.).
 DP5332
 DP5332.The modeled gravity was interpolated from observed gravity values.
 DP5332
 DP5332;                    North         East    Units  Estimated Accuracy
 DP5332;SPC NJ       -    50,296.5     145,248.8     MT  (+/- 3 meters HH1 GPS) 
 DP5332
 DP5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3837148655(NAD 83)
 DP5332
 DP5332                          SUPERSEDED SURVEY CONTROL
 DP5332
 DP5332.No superseded survey control is available for this station.
 DP5332
 DP5332_MARKER: DD = SURVEY DISK
 DP5332_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5332_SP_SET: CURB
 DP5332_STAMPING: 5 A 4
 DP5332_MARK LOGO: USACE
 DP5332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5332+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2014
 DP5332
 DP5332  HISTORY     - Date     Condition        Report By
 DP5332  HISTORY     - UNK      MONUMENTED       USACE
 DP5332  HISTORY     - 20140804 GOOD             NJGS
 DP5332
 DP5332                          STATION DESCRIPTION
 DP5332
 DP5332'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5332'THE STATION IS LOCATED ABOUT 11.8 KM (7.3 MI) SOUTH-SOUTHWEST FROM THE
 DP5332'CITY OF PLEASANTVILLE, 8.1 KM (5.0 MI) EAST-NORTHEAST FROM THE
 DP5332'COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF OCEAN CITY,
 DP5332'NJ ON THE NORTHWEST SIDE OF BEACH ROAD AT THE Y-JUNCTION OF EAST
 DP5332'ATLANTIC AVENUE.
 DP5332'
 DP5332'TO REACH THE STATION FROM THE INTERSECTION OF GARDENS PARKWAY AND EAST
 DP5332'ATLANTIC BOULEVARD, GO SOUTHEAST THEN SOUTH ALONG EAST ATLANTIC
 DP5332'BOULEVARD FOR 0.65 MI (1.0 KM) TO THE Y-JUNCTION WITH BEACH ROAD ON
 DP5332'THE LEFT AND THE STATION AHEAD ON THE RIGHT, SET FLUSH IN A DRILL HOLE
 DP5332'IN A CONCRETE CURB.
 DP5332'
 DP5332'THE STATION IS 12.9 FT (3.9 M) NORTHWEST FROM THE CENTERLINE OF BEACH
 DP5332'ROAD, 43.7 FT (13.3 M) WEST FROM A STOP SIGN WITH STREET SIGNS
 DP5332'ATTACHED AND 47.0 FT (14.3 M) WEST FROM WOOD UTILITY POLE NUMBER 01017
 DP5332'ON THE NORTHEAST SIDE OF BEACH ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6983 ***********************************************************************
 AM6983  DESIGNATION -  5 B 2
 AM6983  PID         -  AM6983
 AM6983  STATE/COUNTY-  NJ/CAPE MAY
 AM6983  COUNTRY     -  US
 AM6983  USGS QUAD   -  MARMORA (2019)
 AM6983
 AM6983                         *CURRENT SURVEY CONTROL
 AM6983  ______________________________________________________________________
 AM6983* NAD 83(1986) POSITION- 39 17 17.1    (N) 074 37 38.4    (W)   HD_HELD2
 AM6983* NAVD 88 ORTHO HEIGHT -     1.716 (meters)        5.63  (feet) ADJUSTED
 AM6983  ______________________________________________________________________
 AM6983  GEOID HEIGHT    -        -34.531 (meters)                     GEOID18
 AM6983  DYNAMIC HEIGHT  -          1.715 (meters)        5.63  (feet) COMP
 AM6983  MODELED GRAVITY -    980,100.5   (mgal)                       NAVD 88
 AM6983
 AM6983  VERT ORDER      -  FIRST     CLASS II
 AM6983
 AM6983.The horizontal coordinates were established by autonomous hand held GPS
 AM6983.observations and have an estimated accuracy of +/- 10 meters.
 AM6983
 AM6983.The orthometric height was determined by differential leveling and
 AM6983.adjusted by the NATIONAL GEODETIC SURVEY
 AM6983.in March 2005.
 AM6983
 AM6983.No vertical observational check was made to the station.
 AM6983
 AM6983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6983.GEOID18 height accuracy estimate available here.
 AM6983
 AM6983.Click photographs - Photos may exist for this station.
 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       -    50,487.      139,016.      MT  (+/- 10 meters HH2 GPS)
 AM6983
 AM6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3213848812(NAD 83)
 AM6983
 AM6983                          SUPERSEDED SURVEY CONTROL
 AM6983
 AM6983.No superseded survey control is available for this station.
 AM6983
 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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5300 ***********************************************************************
 DP5300  DESIGNATION -  5 B 3
 DP5300  PID         -  DP5300
 DP5300  STATE/COUNTY-  NJ/CAPE MAY
 DP5300  COUNTRY     -  US
 DP5300  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5300
 DP5300                         *CURRENT SURVEY CONTROL
 DP5300  ______________________________________________________________________
 DP5300* NAD 83(1986) POSITION- 39 12 04.69   (N) 074 39 17.40   (W)   HD_HELD1
 DP5300* NAVD 88 ORTHO HEIGHT -     3.231 (meters)       10.60  (feet) ADJUSTED
 DP5300  ______________________________________________________________________
 DP5300  GEOID HEIGHT    -        -34.864 (meters)                     GEOID18
 DP5300  DYNAMIC HEIGHT  -          3.229 (meters)       10.59  (feet) COMP
 DP5300  MODELED GRAVITY -    980,083.8   (mgal)                       NAVD 88
 DP5300
 DP5300  VERT ORDER      -  FIRST     CLASS II
 DP5300
 DP5300.The horizontal coordinates were determined by differentially corrected
 DP5300.hand held GPS observations or other comparable positioning techniques
 DP5300.and have an estimated accuracy of +/- 3 meters.
 DP5300
 DP5300.The orthometric height was determined by differential leveling and
 DP5300.adjusted by the NATIONAL GEODETIC SURVEY
 DP5300.in April 2015.
 DP5300
 DP5300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5300.GEOID18 height accuracy estimate available here.
 DP5300
 DP5300.Click photographs - Photos may exist for this station.
 DP5300
 DP5300.The dynamic height is computed by dividing the NAVD 88
 DP5300.geopotential number by the normal gravity value computed on the
 DP5300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5300.degrees latitude (g = 980.6199 gals.).
 DP5300
 DP5300.The modeled gravity was interpolated from observed gravity values.
 DP5300
 DP5300;                    North         East    Units  Estimated Accuracy
 DP5300;SPC NJ       -    40,857.8     136,626.8     MT  (+/- 3 meters HH1 GPS) 
 DP5300
 DP5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2980339172(NAD 83)
 DP5300
 DP5300                          SUPERSEDED SURVEY CONTROL
 DP5300
 DP5300.No superseded survey control is available for this station.
 DP5300
 DP5300_MARKER: DD = SURVEY DISK
 DP5300_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5300_SP_SET: BRIDGE ABUTMENT
 DP5300_STAMPING: 5 B 3 2014
 DP5300_MARK LOGO: NJGS
 DP5300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5300+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2015
 DP5300
 DP5300  HISTORY     - Date     Condition        Report By
 DP5300  HISTORY     - 20140723 MONUMENTED       NJGS
 DP5300  HISTORY     - 20150520 GOOD             INDIV
 DP5300
 DP5300                          STATION DESCRIPTION
 DP5300
 DP5300'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5300'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF OCEAN CITY,
 DP5300'4.5 MI (7.2 KM) SOUTH OF MARMORA AND 3.9 MI (6.3 KM) NORTH-NORTHEAST
 DP5300'OF SEA ISLE CITY, IN STRATHMERE.
 DP5300'
 DP5300'THE STATION IS SET IN A DRILL HOLE IN THE EAST SIDE OF THE SOUTH
 DP5300'ABUTMENT AT THE SIDEWALK LEVEL OF THE BAY AVENUE (COUNTY ROUTE 619)
 DP5300'BRIDGE SPANNING STRATMERE BAY, LEADING TO OCEAN CITY.
 DP5300'
 DP5300'THE STATION IS 14.0 FT (4.3 M) NORTHEAST OF THE CENTERLINE OF BAY
 DP5300'AVENUE, 4 FT (1.2 M) NORTH OF A SIGN (BRIDGE HAS STEEL DECK), 38.8 FT
 DP5300'(11.8 M) NORTH-NORTHWEST OF THE SOUTHEAST END OF THE EAST BALUSTRADE
 DP5300'END BLOCK, 1 FT (0.3 M) NORTHEAST OF THE NORTHEAST CURB.
 DP5300
 DP5300                          STATION RECOVERY (2015)
 DP5300
 DP5300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (HBH)
 DP5300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5333 ***********************************************************************
 DP5333  DESIGNATION -  5 B 4
 DP5333  PID         -  DP5333
 DP5333  STATE/COUNTY-  NJ/CAPE MAY
 DP5333  COUNTRY     -  US
 DP5333  USGS QUAD   -  OCEAN CITY (2019)
 DP5333
 DP5333                         *CURRENT SURVEY CONTROL
 DP5333  ______________________________________________________________________
 DP5333* NAD 83(1986) POSITION- 39 17 43.95   (N) 074 33 16.99   (W)   HD_HELD1
 DP5333* NAVD 88 ORTHO HEIGHT -     2.137 (meters)        7.01  (feet) ADJUSTED
 DP5333  ______________________________________________________________________
 DP5333  GEOID HEIGHT    -        -34.574 (meters)                     GEOID18
 DP5333  DYNAMIC HEIGHT  -          2.136 (meters)        7.01  (feet) COMP
 DP5333  MODELED GRAVITY -    980,100.5   (mgal)                       NAVD 88
 DP5333
 DP5333  VERT ORDER      -  FIRST     CLASS II
 DP5333
 DP5333.The horizontal coordinates were determined by differentially corrected
 DP5333.hand held GPS observations or other comparable positioning techniques
 DP5333.and have an estimated accuracy of +/- 3 meters.
 DP5333
 DP5333.The orthometric height was determined by differential leveling and
 DP5333.adjusted by the NATIONAL GEODETIC SURVEY
 DP5333.in April 2015.
 DP5333
 DP5333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5333.GEOID18 height accuracy estimate available here.
 DP5333
 DP5333.Click photographs - Photos may exist for this station.
 DP5333
 DP5333.The dynamic height is computed by dividing the NAVD 88
 DP5333.geopotential number by the normal gravity value computed on the
 DP5333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5333.degrees latitude (g = 980.6199 gals.).
 DP5333
 DP5333.The modeled gravity was interpolated from observed gravity values.
 DP5333
 DP5333;                    North         East    Units  Estimated Accuracy
 DP5333;SPC NJ       -    51,309.1     145,280.1     MT  (+/- 3 meters HH1 GPS) 
 DP5333
 DP5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3839649668(NAD 83)
 DP5333
 DP5333                          SUPERSEDED SURVEY CONTROL
 DP5333
 DP5333.No superseded survey control is available for this station.
 DP5333
 DP5333_MARKER: DD = SURVEY DISK
 DP5333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5333_SP_SET: CURB
 DP5333_STAMPING: 5 B 4
 DP5333_MARK LOGO: USACE
 DP5333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5333+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2014
 DP5333
 DP5333  HISTORY     - Date     Condition        Report By
 DP5333  HISTORY     - UNK      MONUMENTED       USACE
 DP5333  HISTORY     - 20140520 GOOD             NJGS
 DP5333
 DP5333                          STATION DESCRIPTION
 DP5333
 DP5333'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5333'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) SOUTH-SOUTHWEST FROM THE
 DP5333'CITY OF PLEASANTVILLE, 8.4 KM (5.2 MI) EAST-NORTHEAST FROM THE
 DP5333'COMMUNITY OF MARMORA AND IN THE CITY OF OCEAN CITY, NJ ON THE
 DP5333'NORTHEAST SIDE OF NEW CASTLE ROAD AT THE T-JUNCTION WITH WESLEY ROAD.
 DP5333'
 DP5333'TO REACH THE STATION FROM THE INTERSECTION OF GARDENS PARKWAY AND NEW
 DP5333'CASTLE ROAD, GO SOUTHEAST ON NEW CASTLE ROAD FOR 0.14 MI (0.2 KM) TO
 DP5333'THE T-JUNCTION WITH WESLEY ROAD AND THE STATION ON THE LEFT, SET FLUSH
 DP5333'IN A DRILL HOLE IN A CONCRETE CURB.
 DP5333'
 DP5333'THE STATION IS 14.9 FT (4.5 M) NORTHEAST FROM THE CENTERLINE OF NEW
 DP5333'CASTLE ROAD, 49.2 FT (15.0 M) NORTH-NORTHEAST FROM WOOD UTILITY POLE
 DP5333'NUMBER W26983 AT THE SOUTHWEST CORNER OF THE T-JUNCTION OF NEW CASTLE
 DP5333'ROAD AND WESLEY ROAD, 28.9 FT (8.8 M) WEST FROM WOOD UTILITY POLE
 DP5333'NUMBER W28574 AND 39.5 FT (12.0 M) NORTHWEST FROM THE CENTERLINE OF
 DP5333'WESLEY ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6712 ***********************************************************************
 AB6712  DESIGNATION -  5 C 1
 AB6712  PID         -  AB6712
 AB6712  STATE/COUNTY-  NJ/CAPE MAY
 AB6712  COUNTRY     -  US
 AB6712  USGS QUAD   -  CAPE MAY (2019)
 AB6712
 AB6712                         *CURRENT SURVEY CONTROL
 AB6712  ______________________________________________________________________
 AB6712* NAD 83(1986) POSITION- 38 57 22.8    (N) 074 54 15.1    (W)   HD_HELD2
 AB6712* NAVD 88 ORTHO HEIGHT -     7.430 (meters)       24.38  (feet) ADJUSTED
 AB6712  ______________________________________________________________________
 AB6712  GEOID HEIGHT    -        -35.488 (meters)                     GEOID18
 AB6712  DYNAMIC HEIGHT  -          7.425 (meters)       24.36  (feet) COMP
 AB6712  MODELED GRAVITY -    980,049.3   (mgal)                       NAVD 88
 AB6712
 AB6712  VERT ORDER      -  FIRST     CLASS II
 AB6712
 AB6712.The horizontal coordinates were established by autonomous hand held GPS
 AB6712.observations and have an estimated accuracy of +/- 10 meters.
 AB6712
 AB6712.The orthometric height was determined by differential leveling and
 AB6712.adjusted by the NATIONAL GEODETIC SURVEY
 AB6712.in September 1996.
 AB6712
 AB6712.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6712.GEOID18 height accuracy estimate available here.
 AB6712
 AB6712.Click photographs - Photos may exist for this station.
 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       -    13,731.      114,968.      MT  (+/- 10 meters HH2 GPS)
 AB6712
 AB6712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0830111935(NAD 83)
 AB6712
 AB6712                          SUPERSEDED SURVEY CONTROL
 AB6712
 AB6712.No superseded survey control is available for this station.
 AB6712
 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  HISTORY     - 20161108 MARK NOT FOUND   PB
 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.
 AB6712
 AB6712                          STATION RECOVERY (2016)
 AB6712
 AB6712'RECOVERY NOTE BY PBS&J 2016 (MJB)
 AB6712'INTERSECTION LAYOUT HAS CHANGED. UTILITY POLES AND TRAFFIC SIGNALS
 AB6712'MOVED. BM MAY HAVE BEEN DISTURBED DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6984 ***********************************************************************
 AM6984  DESIGNATION -  5 C 2
 AM6984  PID         -  AM6984
 AM6984  STATE/COUNTY-  NJ/CAPE MAY
 AM6984  COUNTRY     -  US
 AM6984  USGS QUAD   -  OCEAN CITY (2019)
 AM6984
 AM6984                         *CURRENT SURVEY CONTROL
 AM6984  ______________________________________________________________________
 AM6984* NAD 83(1986) POSITION- 39 16 53.10   (N) 074 34 10.76   (W)   HD_HELD1
 AM6984* NAVD 88 ORTHO HEIGHT -     2.224 (meters)        7.30  (feet) ADJUSTED
 AM6984  ______________________________________________________________________
 AM6984  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 AM6984  DYNAMIC HEIGHT  -          2.222 (meters)        7.29  (feet) COMP
 AM6984  MODELED GRAVITY -    980,098.2   (mgal)                       NAVD 88
 AM6984
 AM6984  VERT ORDER      -  FIRST     CLASS II
 AM6984
 AM6984.The horizontal coordinates were determined by differentially corrected
 AM6984.hand held GPS observations or other comparable positioning techniques
 AM6984.and have an estimated accuracy of +/- 3 meters.
 AM6984
 AM6984.The orthometric height was determined by differential leveling and
 AM6984.adjusted by the NATIONAL GEODETIC SURVEY
 AM6984.in June 2018.
 AM6984
 AM6984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6984.GEOID18 height accuracy estimate available here.
 AM6984
 AM6984.Click photographs - Photos may exist for this station.
 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       -    49,742.0     143,990.6     MT  (+/- 3 meters HH1 GPS) 
 AM6984
 AM6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3711648094(NAD 83)
 AM6984
 AM6984                          SUPERSEDED SURVEY CONTROL
 AM6984
 AM6984  NAVD 88 (03/25/05)    2.221  (m)            7.29   (f) SUPERSEDED  1 2
 AM6984
 AM6984.Superseded values are not recommended for survey control.
 AM6984
 AM6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6984.See file dsdata.pdf to determine how the superseded data were derived.
 AM6984
 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 SUITABLE FOR
 AM6984+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2018
 AM6984
 AM6984  HISTORY     - Date     Condition        Report By
 AM6984  HISTORY     - 2000     MONUMENTED       NJGS
 AM6984  HISTORY     - 20060224 GOOD             GEOCAC
 AM6984  HISTORY     - 20090520 GOOD             INDIV
 AM6984  HISTORY     - 20140804 GOOD             NJGS
 AM6984  HISTORY     - 20170814 GOOD             NJGS
 AM6984  HISTORY     - 20180504 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AM6984
 AM6984                          STATION RECOVERY (2009)
 AM6984
 AM6984'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 AM6984'RECOVERED AS DESCRIBED.
 AM6984
 AM6984                          STATION RECOVERY (2014)
 AM6984
 AM6984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 AM6984'RECOVERED IN GOOD CONDITION.
 AM6984'
 AM6984'NOTE-ADD-THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) SOUTH-SOUTHWEST
 AM6984'FROM THE CITY OF PLEASANTVILLE, 6.7 KM (4.2 MI) EAST-NORTHEAST FROM
 AM6984'THE COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF OCEAN
 AM6984'CITY, NJ.
 AM6984
 AM6984                          STATION RECOVERY (2017)
 AM6984
 AM6984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AM6984'RECOVERED AS DESCRIBED.
 AM6984
 AM6984                          STATION RECOVERY (2018)
 AM6984
 AM6984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AM6984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5301 ***********************************************************************
 DP5301  DESIGNATION -  5 C 3
 DP5301  PID         -  DP5301
 DP5301  STATE/COUNTY-  NJ/CAPE MAY
 DP5301  COUNTRY     -  US
 DP5301  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5301
 DP5301                         *CURRENT SURVEY CONTROL
 DP5301  ______________________________________________________________________
 DP5301* NAD 83(1986) POSITION- 39 12 17.15   (N) 074 39 28.50   (W)   HD_HELD1
 DP5301* NAVD 88 ORTHO HEIGHT -     3.351 (meters)       10.99  (feet) ADJUSTED
 DP5301  ______________________________________________________________________
 DP5301  GEOID HEIGHT    -        -34.847 (meters)                     GEOID18
 DP5301  DYNAMIC HEIGHT  -          3.349 (meters)       10.99  (feet) COMP
 DP5301  MODELED GRAVITY -    980,084.5   (mgal)                       NAVD 88
 DP5301
 DP5301  VERT ORDER      -  FIRST     CLASS II
 DP5301
 DP5301.The horizontal coordinates were determined by differentially corrected
 DP5301.hand held GPS observations or other comparable positioning techniques
 DP5301.and have an estimated accuracy of +/- 3 meters.
 DP5301
 DP5301.The orthometric height was determined by differential leveling and
 DP5301.adjusted by the NATIONAL GEODETIC SURVEY
 DP5301.in April 2015.
 DP5301
 DP5301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5301.GEOID18 height accuracy estimate available here.
 DP5301
 DP5301.Click photographs - Photos may exist for this station.
 DP5301
 DP5301.The dynamic height is computed by dividing the NAVD 88
 DP5301.geopotential number by the normal gravity value computed on the
 DP5301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5301.degrees latitude (g = 980.6199 gals.).
 DP5301
 DP5301.The modeled gravity was interpolated from observed gravity values.
 DP5301
 DP5301;                    North         East    Units  Estimated Accuracy
 DP5301;SPC NJ       -    41,242.4     136,361.1     MT  (+/- 3 meters HH1 GPS) 
 DP5301
 DP5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2953639555(NAD 83)
 DP5301
 DP5301                          SUPERSEDED SURVEY CONTROL
 DP5301
 DP5301.No superseded survey control is available for this station.
 DP5301
 DP5301_MARKER: DD = SURVEY DISK
 DP5301_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5301_SP_SET: BRIDGE ABUTMENT
 DP5301_STAMPING: 5 C 3 2014
 DP5301_MARK LOGO: NJGS
 DP5301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5301+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2015
 DP5301
 DP5301  HISTORY     - Date     Condition        Report By
 DP5301  HISTORY     - 20140724 MONUMENTED       NJGS
 DP5301  HISTORY     - 20150520 GOOD             INDIV
 DP5301
 DP5301                          STATION DESCRIPTION
 DP5301
 DP5301'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5301'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF OCEAN CITY,
 DP5301'4.3 MI (6.9 KM) SOUTH OF MARMORA AND 4.0 MI (6.4 KM) NORTH-NORTHEAST
 DP5301'OF SEA ISLE CITY, IN UPPER TOWNSHIP.
 DP5301'
 DP5301'THE STATION IS SET IN A DRILL HOLE IN THE WEST END OF THE NORTH
 DP5301'ABUTMENT, IN THE SIDEWALK AREA FOR THE BAY AVENUE (COUNTY ROUTE 619)
 DP5301'LEADING FROM OCEAN CITY TO STRATHMERE SPANNING THE STRATHMERE BAY.
 DP5301'
 DP5301'THE STATION IS 17.5 FT (5.3 M) NORTH OF POLE NUMBER W32279, 38.2 FT
 DP5301'(11.6 M) SOUTH-SOUTHEAST OF THE NORTH END OF THE BALUSTRADE END BLOCK,
 DP5301'14 FT (4.3 M) SOUTHWEST OF THE CENTERLINE OF BAY AVENUE, 1 FT (0.3 M)
 DP5301'SOUTHWEST OF THE SOUTHWEST CURB, 51 FT (15.5 M) SOUTH AND ACROSS THE
 DP5301'ROAD FROM STATION 5 G 4.
 DP5301
 DP5301                          STATION RECOVERY (2015)
 DP5301
 DP5301'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (HBH)
 DP5301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5326 ***********************************************************************
 DP5326  DESIGNATION -  5 C 4
 DP5326  PID         -  DP5326
 DP5326  STATE/COUNTY-  NJ/CAPE MAY
 DP5326  COUNTRY     -  US
 DP5326  USGS QUAD   -  OCEAN CITY (2019)
 DP5326
 DP5326                         *CURRENT SURVEY CONTROL
 DP5326  ______________________________________________________________________
 DP5326* NAD 83(1986) POSITION- 39 16 56.34   (N) 074 34 51.10   (W)   HD_HELD1
 DP5326* NAVD 88 ORTHO HEIGHT -     5.672 (meters)       18.61  (feet) ADJUSTED
 DP5326  ______________________________________________________________________
 DP5326  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 DP5326  DYNAMIC HEIGHT  -          5.669 (meters)       18.60  (feet) COMP
 DP5326  MODELED GRAVITY -    980,098.7   (mgal)                       NAVD 88
 DP5326
 DP5326  VERT ORDER      -  FIRST     CLASS II
 DP5326
 DP5326.The horizontal coordinates were determined by differentially corrected
 DP5326.hand held GPS observations or other comparable positioning techniques
 DP5326.and have an estimated accuracy of +/- 3 meters.
 DP5326
 DP5326.The orthometric height was determined by differential leveling and
 DP5326.adjusted by the NATIONAL GEODETIC SURVEY
 DP5326.in June 2018.
 DP5326
 DP5326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5326.GEOID18 height accuracy estimate available here.
 DP5326
 DP5326.Click photographs - Photos may exist for this station.
 DP5326
 DP5326.The dynamic height is computed by dividing the NAVD 88
 DP5326.geopotential number by the normal gravity value computed on the
 DP5326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5326.degrees latitude (g = 980.6199 gals.).
 DP5326
 DP5326.The modeled gravity was interpolated from observed gravity values.
 DP5326
 DP5326;                    North         East    Units  Estimated Accuracy
 DP5326;SPC NJ       -    49,842.7     143,023.9     MT  (+/- 3 meters HH1 GPS) 
 DP5326
 DP5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3614948190(NAD 83)
 DP5326
 DP5326                          SUPERSEDED SURVEY CONTROL
 DP5326
 DP5326  NAVD 88 (04/28/15)    5.673  (m)           18.61   (f) SUPERSEDED  1 2
 DP5326
 DP5326.Superseded values are not recommended for survey control.
 DP5326
 DP5326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5326.See file dsdata.pdf to determine how the superseded data were derived.
 DP5326
 DP5326_MARKER: DD = SURVEY DISK
 DP5326_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5326_SP_SET: BRIDGE ABUTMENT
 DP5326_STAMPING: 5 C 4 2014
 DP5326_MARK LOGO: NJGS
 DP5326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5326+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2017
 DP5326
 DP5326  HISTORY     - Date     Condition        Report By
 DP5326  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5326  HISTORY     - 20170123 GOOD             NJGS
 DP5326
 DP5326                          STATION DESCRIPTION
 DP5326
 DP5326'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5326'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF
 DP5326'PLEASANTVILLE, 3.6 MI (5.8 KM) EAST-NORTHEAST OF MARMORA AND IN THE
 DP5326'TOWN OF OCEAN CITY, NJ.
 DP5326'
 DP5326'THE STATION IS SET IN A DRILL HOLE, IN THE SIDEWALK-BIKE PATH AREA, IN
 DP5326'THE SOUTHWEST CORNER OF THE SOUTH ABUTMENT FOR THE NEW JERSEY ROUTE 52
 DP5326'BRIDGE LEADING NORTHEAST OVER THE GREAT EGG HARBOR BAY.
 DP5326'
 DP5326'THE STATION IS 38.4 FT (11.7 M) SOUTHEAST OF A SIGN (SHARE THE ROAD),
 DP5326'5.5 FT (1.7 M) NORTHEAST OF THE CENTERLINE OF THE WALKWAY-BIKE PATH,
 DP5326'135.5 FT (41.3 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 DP5326'FOUNDATION FOR A SIGN (OCEAN CITY NEW JERSEY), 52.6 FT (16.0 M)
 DP5326'NORTHWEST OF AN ANGLE POINT IN THE FENCE, 1 FT (0.3 M) SOUTHWEST OF
 DP5326'THE SOUTHWEST FACE OF THE GUIDERAIL CURB.
 DP5326
 DP5326                          STATION RECOVERY (2017)
 DP5326
 DP5326'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5326'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6713 ***********************************************************************
 AB6713  DESIGNATION -  5 D 1
 AB6713  PID         -  AB6713
 AB6713  STATE/COUNTY-  NJ/CAPE MAY
 AB6713  COUNTRY     -  US
 AB6713  USGS QUAD   -  CAPE MAY (2019)
 AB6713
 AB6713                         *CURRENT SURVEY CONTROL
 AB6713  ______________________________________________________________________
 AB6713* NAD 83(1986) POSITION- 38 57 19.3    (N) 074 53 26.0    (W)   HD_HELD2
 AB6713* NAVD 88 ORTHO HEIGHT -     3.112 (meters)       10.21  (feet) ADJUSTED
 AB6713  ______________________________________________________________________
 AB6713  GEOID HEIGHT    -        -35.502 (meters)                     GEOID18
 AB6713  DYNAMIC HEIGHT  -          3.110 (meters)       10.20  (feet) COMP
 AB6713  MODELED GRAVITY -    980,049.1   (mgal)                       NAVD 88
 AB6713
 AB6713  VERT ORDER      -  FIRST     CLASS II
 AB6713
 AB6713.The horizontal coordinates were established by autonomous hand held GPS
 AB6713.observations and have an estimated accuracy of +/- 10 meters.
 AB6713
 AB6713.The orthometric height was determined by differential leveling and
 AB6713.adjusted by the NATIONAL GEODETIC SURVEY
 AB6713.in September 1996.
 AB6713
 AB6713.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6713.GEOID18 height accuracy estimate available here.
 AB6713
 AB6713.Click photographs - Photos may exist for this station.
 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       -    13,618.      116,150.      MT  (+/- 10 meters HH2 GPS)
 AB6713
 AB6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0948211828(NAD 83)
 AB6713
 AB6713                          SUPERSEDED SURVEY CONTROL
 AB6713
 AB6713.No superseded survey control is available for this station.
 AB6713
 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 - November 07, 2016
 AB6713
 AB6713  HISTORY     - Date     Condition        Report By
 AB6713  HISTORY     - 1995     MONUMENTED       NJGS
 AB6713  HISTORY     - 20050918 GOOD             GEOCAC
 AB6713  HISTORY     - 20071012 GOOD             UE
 AB6713  HISTORY     - 20161107 GOOD             PB
 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.
 AB6713
 AB6713                          STATION RECOVERY (2007)
 AB6713
 AB6713'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB6713'RECOVERED IN GOOD CONDITION.
 AB6713
 AB6713                          STATION RECOVERY (2016)
 AB6713
 AB6713'RECOVERY NOTE BY PBS&J 2016 (MJB)
 AB6713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6985 ***********************************************************************
 AM6985  DESIGNATION -  5 D 2
 AM6985  PID         -  AM6985
 AM6985  STATE/COUNTY-  NJ/CAPE MAY
 AM6985  COUNTRY     -  US
 AM6985  USGS QUAD   -  OCEAN CITY (2019)
 AM6985
 AM6985                         *CURRENT SURVEY CONTROL
 AM6985  ______________________________________________________________________
 AM6985* NAD 83(1986) POSITION- 39 17 21.39   (N) 074 33 55.50   (W)   HD_HELD1
 AM6985* NAVD 88 ORTHO HEIGHT -     1.892 (meters)        6.21  (feet) ADJUSTED
 AM6985  ______________________________________________________________________
 AM6985  GEOID HEIGHT    -        -34.589 (meters)                     GEOID18
 AM6985  DYNAMIC HEIGHT  -          1.891 (meters)        6.20  (feet) COMP
 AM6985  MODELED GRAVITY -    980,099.7   (mgal)                       NAVD 88
 AM6985
 AM6985  VERT ORDER      -  FIRST     CLASS II
 AM6985
 AM6985.The horizontal coordinates were determined by differentially corrected
 AM6985.hand held GPS observations or other comparable positioning techniques
 AM6985.and have an estimated accuracy of +/- 3 meters.
 AM6985
 AM6985.The orthometric height was determined by differential leveling and
 AM6985.adjusted by the NATIONAL GEODETIC SURVEY
 AM6985.in March 2005.
 AM6985
 AM6985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6985.GEOID18 height accuracy estimate available here.
 AM6985
 AM6985.Click photographs - Photos may exist for this station.
 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       -    50,614.1     144,356.9     MT  (+/- 3 meters HH1 GPS) 
 AM6985
 AM6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3747748968(NAD 83)
 AM6985
 AM6985                          SUPERSEDED SURVEY CONTROL
 AM6985
 AM6985.No superseded survey control is available for this station.
 AM6985
 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 - September 01, 2017
 AM6985
 AM6985  HISTORY     - Date     Condition        Report By
 AM6985  HISTORY     - 2000     MONUMENTED       NJGS
 AM6985  HISTORY     - 20060224 GOOD             GEOCAC
 AM6985  HISTORY     - 20090520 GOOD             INDIV
 AM6985  HISTORY     - 20140804 GOOD             NJGS
 AM6985  HISTORY     - 20170901 GOOD             NJGS
 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
 AM6985                          STATION RECOVERY (2009)
 AM6985
 AM6985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 AM6985'RECOVERED AS DESCRIBED.
 AM6985
 AM6985                          STATION RECOVERY (2014)
 AM6985
 AM6985'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 AM6985'RECOVERED IN GOOD CONDITION.
 AM6985'
 AM6985'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST
 AM6985'OF PLEASANTVILLE, 4.6 MI (7.4 KM) EAST-NORTHEAST OF MARMORA AND 1.0 MI
 AM6985'(1.6 KM) NORTH-NORTHEAST OF OCEAN CITY.
 AM6985
 AM6985                          STATION RECOVERY (2017)
 AM6985
 AM6985'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AM6985'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5302 ***********************************************************************
 DP5302  DESIGNATION -  5 D 3
 DP5302  PID         -  DP5302
 DP5302  STATE/COUNTY-  NJ/CAPE MAY
 DP5302  COUNTRY     -  US
 DP5302  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5302
 DP5302                         *CURRENT SURVEY CONTROL
 DP5302  ______________________________________________________________________
 DP5302* NAD 83(1986) POSITION- 39 12 53.62   (N) 074 38 54.34   (W)   HD_HELD1
 DP5302* NAVD 88 ORTHO HEIGHT -     5.974 (meters)       19.60  (feet) ADJUSTED
 DP5302  ______________________________________________________________________
 DP5302  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 DP5302  DYNAMIC HEIGHT  -          5.971 (meters)       19.59  (feet) COMP
 DP5302  MODELED GRAVITY -    980,086.4   (mgal)                       NAVD 88
 DP5302
 DP5302  VERT ORDER      -  FIRST     CLASS II
 DP5302
 DP5302.The horizontal coordinates were determined by differentially corrected
 DP5302.hand held GPS observations or other comparable positioning techniques
 DP5302.and have an estimated accuracy of +/- 3 meters.
 DP5302
 DP5302.The orthometric height was determined by differential leveling and
 DP5302.adjusted by the NATIONAL GEODETIC SURVEY
 DP5302.in April 2015.
 DP5302
 DP5302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5302.GEOID18 height accuracy estimate available here.
 DP5302
 DP5302.Click photographs - Photos may exist for this station.
 DP5302
 DP5302.The dynamic height is computed by dividing the NAVD 88
 DP5302.geopotential number by the normal gravity value computed on the
 DP5302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5302.degrees latitude (g = 980.6199 gals.).
 DP5302
 DP5302.The modeled gravity was interpolated from observed gravity values.
 DP5302
 DP5302;                    North         East    Units  Estimated Accuracy
 DP5302;SPC NJ       -    42,365.6     137,182.5     MT  (+/- 3 meters HH1 GPS) 
 DP5302
 DP5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3035040682(NAD 83)
 DP5302
 DP5302                          SUPERSEDED SURVEY CONTROL
 DP5302
 DP5302.No superseded survey control is available for this station.
 DP5302
 DP5302_MARKER: DD = SURVEY DISK
 DP5302_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5302_SP_SET: BRIDGE ABUTMENT
 DP5302_STAMPING: 5 D 3 2014
 DP5302_MARK LOGO: NJGS
 DP5302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5302+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2014
 DP5302
 DP5302  HISTORY     - Date     Condition        Report By
 DP5302  HISTORY     - 20140723 MONUMENTED       NJGS
 DP5302
 DP5302                          STATION DESCRIPTION
 DP5302
 DP5302'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5302'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHWEST OF OCEAN CITY,
 DP5302'4.9 MI (7.9 KM) NORTH-NORTHEAST OF SEA ISLE CITY AND 3.6 MI (5.8 KM)
 DP5302'SOUTH OF MARMORA, IN OCEAN CITY.
 DP5302'
 DP5302'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST END, IN THE
 DP5302'SIDEWALK AREA OF THE SOUTH BRIDGE (RUSH CHATTIN) ABUTMENT FOR THE BAY
 DP5302'AVENUE (COUNTY ROUTE 619) SPANNING MIDDLE THOROFARE LEADING TO CORSONS
 DP5302'INLET.
 DP5302'
 DP5302'THE STATION IS 25 FT (7.6 M) SOUTHEAST OF THE CENTERLINE OF BAY
 DP5302'AVENUE, 3.8 FT (1.2 M) SOUTHEAST OF THE SOUTHEAST FACE OF THE BARRIER,
 DP5302'6.5 SOUTH-SOUTHEAST OF LIGHT POLE NUMBER A29, 25 FT (7.6 M) NORTHEAST
 DP5302'OF THE SOUTH END OF THE BARRIER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5323 ***********************************************************************
 DP5323  DESIGNATION -  5 D 4
 DP5323  PID         -  DP5323
 DP5323  STATE/COUNTY-  NJ/CAPE MAY
 DP5323  COUNTRY     -  US
 DP5323  USGS QUAD   -  OCEAN CITY (2019)
 DP5323
 DP5323                         *CURRENT SURVEY CONTROL
 DP5323  ______________________________________________________________________
 DP5323* NAD 83(1986) POSITION- 39 16 28.70   (N) 074 34 46.57   (W)   HD_HELD1
 DP5323* NAVD 88 ORTHO HEIGHT -     2.774 (meters)        9.10  (feet) ADJUSTED
 DP5323  ______________________________________________________________________
 DP5323  GEOID HEIGHT    -        -34.635 (meters)                     GEOID18
 DP5323  DYNAMIC HEIGHT  -          2.773 (meters)        9.10  (feet) COMP
 DP5323  MODELED GRAVITY -    980,097.3   (mgal)                       NAVD 88
 DP5323
 DP5323  VERT ORDER      -  FIRST     CLASS II
 DP5323
 DP5323.The horizontal coordinates were determined by differentially corrected
 DP5323.hand held GPS observations or other comparable positioning techniques
 DP5323.and have an estimated accuracy of +/- 3 meters.
 DP5323
 DP5323.The orthometric height was determined by differential leveling and
 DP5323.adjusted by the NATIONAL GEODETIC SURVEY
 DP5323.in April 2015.
 DP5323
 DP5323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5323.GEOID18 height accuracy estimate available here.
 DP5323
 DP5323.Click photographs - Photos may exist for this station.
 DP5323
 DP5323.The dynamic height is computed by dividing the NAVD 88
 DP5323.geopotential number by the normal gravity value computed on the
 DP5323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5323.degrees latitude (g = 980.6199 gals.).
 DP5323
 DP5323.The modeled gravity was interpolated from observed gravity values.
 DP5323
 DP5323;                    North         East    Units  Estimated Accuracy
 DP5323;SPC NJ       -    48,990.3     143,131.7     MT  (+/- 3 meters HH1 GPS) 
 DP5323
 DP5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3626147338(NAD 83)
 DP5323
 DP5323                          SUPERSEDED SURVEY CONTROL
 DP5323
 DP5323.No superseded survey control is available for this station.
 DP5323
 DP5323_MARKER: DD = SURVEY DISK
 DP5323_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5323_SP_SET: STEP LANDING
 DP5323_STAMPING: 5 D 4 2014
 DP5323_MARK LOGO: NJGS
 DP5323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5323+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DP5323
 DP5323  HISTORY     - Date     Condition        Report By
 DP5323  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5323  HISTORY     - 20170814 GOOD             NJGS
 DP5323
 DP5323                          STATION DESCRIPTION
 DP5323
 DP5323'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5323'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF
 DP5323'PLEASANTVILLE, 3.6 MI (5.8 KM) EAST OF MARMORA AND IN THE TOWN OF
 DP5323'OCEAN CITY, NJ.
 DP5323'
 DP5323'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 DP5323'CONCRETE LANDING FOR STEPS LEADING TO A DOORWAY FOR THE VERIZON
 DP5323'BUILDING ON 12TH STREET BETWEEN CENTRAL AVENUE AND WESLEY AVENUE.
 DP5323'
 DP5323'THE STATION IS 16.5 FT (5.0 M) SOUTHWEST OF THE SOUTHWEST CURB OF 12TH
 DP5323'STREET, 7 FT (2.1 M) NORTH OF THE NORTH CORNER OF THE BUILDING, 30.4
 DP5323'FT (9.3 M) SOUTHEAST OF THE CENTERLINE OF AN ALLEY, 25.5 FT (7.8 M)
 DP5323'SOUTHEAST OF POLE NUMBER BT55900, 113.5 FT (34.6 M) NORTHWEST OF THE
 DP5323'NORTHWEST CURB OF WESLEY AVENUE.
 DP5323
 DP5323                          STATION RECOVERY (2017)
 DP5323
 DP5323'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5323'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6714 ***********************************************************************
 AB6714  DESIGNATION -  5 E 1
 AB6714  PID         -  AB6714
 AB6714  STATE/COUNTY-  NJ/CAPE MAY
 AB6714  COUNTRY     -  US
 AB6714  USGS QUAD   -  CAPE MAY (2019)
 AB6714
 AB6714                         *CURRENT SURVEY CONTROL
 AB6714  ______________________________________________________________________
 AB6714* NAD 83(1986) POSITION- 38 57 24.3    (N) 074 52 32.5    (W)   HD_HELD2
 AB6714* NAVD 88 ORTHO HEIGHT -     2.918 (meters)        9.57  (feet) ADJUSTED
 AB6714  ______________________________________________________________________
 AB6714  GEOID HEIGHT    -        -35.512 (meters)                     GEOID18
 AB6714  DYNAMIC HEIGHT  -          2.916 (meters)        9.57  (feet) COMP
 AB6714  MODELED GRAVITY -    980,049.1   (mgal)                       NAVD 88
 AB6714
 AB6714  VERT ORDER      -  FIRST     CLASS II
 AB6714
 AB6714.The horizontal coordinates were established by autonomous hand held GPS
 AB6714.observations and have an estimated accuracy of +/- 10 meters.
 AB6714
 AB6714.The orthometric height was determined by differential leveling and
 AB6714.adjusted by the NATIONAL GEODETIC SURVEY
 AB6714.in September 1996.
 AB6714
 AB6714.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6714.GEOID18 height accuracy estimate available here.
 AB6714
 AB6714.Click photographs - Photos may exist for this station.
 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       -    13,767.      117,438.      MT  (+/- 10 meters HH2 GPS)
 AB6714
 AB6714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1077011984(NAD 83)
 AB6714
 AB6714                          SUPERSEDED SURVEY CONTROL
 AB6714
 AB6714.No superseded survey control is available for this station.
 AB6714
 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: 5E1 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 - March 12, 2019
 AB6714
 AB6714  HISTORY     - Date     Condition        Report By
 AB6714  HISTORY     - 1995     MONUMENTED       NJGS
 AB6714  HISTORY     - 20050918 GOOD             GEOCAC
 AB6714  HISTORY     - 20071012 GOOD             UE
 AB6714  HISTORY     - 20190312 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.
 AB6714
 AB6714                          STATION RECOVERY (2007)
 AB6714
 AB6714'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB6714'RECOVERED IN GOOD CONDITION.
 AB6714
 AB6714                          STATION RECOVERY (2019)
 AB6714
 AB6714'RECOVERY NOTE BY GEOCACHING 2019 (HBH)
 AB6714'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6986 ***********************************************************************
 AM6986  DESIGNATION -  5 E 2
 AM6986  PID         -  AM6986
 AM6986  STATE/COUNTY-  NJ/CAPE MAY
 AM6986  COUNTRY     -  US
 AM6986  USGS QUAD   -  OCEAN CITY (2019)
 AM6986
 AM6986                         *CURRENT SURVEY CONTROL
 AM6986  ______________________________________________________________________
 AM6986* NAD 83(1986) POSITION- 39 17 40.48   (N) 074 33 44.09   (W)   HD_HELD1
 AM6986* NAVD 88 ORTHO HEIGHT -     2.319 (meters)        7.61  (feet) ADJUSTED
 AM6986  ______________________________________________________________________
 AM6986  GEOID HEIGHT    -        -34.570 (meters)                     GEOID18
 AM6986  DYNAMIC HEIGHT  -          2.317 (meters)        7.60  (feet) COMP
 AM6986  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 AM6986
 AM6986  VERT ORDER      -  FIRST     CLASS II
 AM6986
 AM6986.The horizontal coordinates were determined by differentially corrected
 AM6986.hand held GPS observations or other comparable positioning techniques
 AM6986.and have an estimated accuracy of +/- 3 meters.
 AM6986
 AM6986.The orthometric height was determined by differential leveling and
 AM6986.adjusted by the NATIONAL GEODETIC SURVEY
 AM6986.in April 2015.
 AM6986
 AM6986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6986.GEOID18 height accuracy estimate available here.
 AM6986
 AM6986.Click photographs - Photos may exist for this station.
 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       -    51,202.6     144,630.7     MT  (+/- 3 meters HH1 GPS) 
 AM6986
 AM6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3774849558(NAD 83)
 AM6986
 AM6986                          SUPERSEDED SURVEY CONTROL
 AM6986
 AM6986  NAVD 88 (03/25/05)    2.316  (m)            7.60   (f) SUPERSEDED  1 2
 AM6986
 AM6986.Superseded values are not recommended for survey control.
 AM6986
 AM6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6986.See file dsdata.pdf to determine how the superseded data were derived.
 AM6986
 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 - August 04, 2014
 AM6986
 AM6986  HISTORY     - Date     Condition        Report By
 AM6986  HISTORY     - 2000     MONUMENTED       NJGS
 AM6986  HISTORY     - 20060324 GOOD             GEOCAC
 AM6986  HISTORY     - 20090520 GOOD             INDIV
 AM6986  HISTORY     - 20140804 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AM6986
 AM6986                          STATION RECOVERY (2009)
 AM6986
 AM6986'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 AM6986'RECOVERED AS DESCRIBED.
 AM6986
 AM6986                          STATION RECOVERY (2014)
 AM6986
 AM6986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 AM6986'RECOVERED IN GOOD CONDITION.
 AM6986'
 AM6986'NOTE-ADD-THE FLAGPOLE IN THE CENTER OF THE TRIANGULAR SHAPED ISLAND IS
 AM6986'NOW NUMBER 43245.  THE CONCRETE BASE AROUND THE FLAGPOLE IS STARTING
 AM6986'TO SPALL AND CRACK BUT THE STATION DISK IS NOT AFFECTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5297 ***********************************************************************
 DP5297  DESIGNATION -  5 E 3
 DP5297  PID         -  DP5297
 DP5297  STATE/COUNTY-  NJ/CAPE MAY
 DP5297  COUNTRY     -  US
 DP5297  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5297
 DP5297                         *CURRENT SURVEY CONTROL
 DP5297  ______________________________________________________________________
 DP5297* NAD 83(1986) POSITION- 39 10 53.97   (N) 074 40 15.26   (W)   HD_HELD1
 DP5297* NAVD 88 ORTHO HEIGHT -     1.795 (meters)        5.89  (feet) ADJUSTED
 DP5297  ______________________________________________________________________
 DP5297  GEOID HEIGHT    -        -34.931 (meters)                     GEOID18
 DP5297  DYNAMIC HEIGHT  -          1.794 (meters)        5.89  (feet) COMP
 DP5297  MODELED GRAVITY -    980,080.1   (mgal)                       NAVD 88
 DP5297
 DP5297  VERT ORDER      -  FIRST     CLASS II
 DP5297
 DP5297.The horizontal coordinates were determined by differentially corrected
 DP5297.hand held GPS observations or other comparable positioning techniques
 DP5297.and have an estimated accuracy of +/- 3 meters.
 DP5297
 DP5297.The orthometric height was determined by differential leveling and
 DP5297.adjusted by the NATIONAL GEODETIC SURVEY
 DP5297.in April 2015.
 DP5297
 DP5297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5297.GEOID18 height accuracy estimate available here.
 DP5297
 DP5297.Click photographs - Photos may exist for this station.
 DP5297
 DP5297.The dynamic height is computed by dividing the NAVD 88
 DP5297.geopotential number by the normal gravity value computed on the
 DP5297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5297.degrees latitude (g = 980.6199 gals.).
 DP5297
 DP5297.The modeled gravity was interpolated from observed gravity values.
 DP5297
 DP5297;                    North         East    Units  Estimated Accuracy
 DP5297;SPC NJ       -    38,679.6     135,234.5     MT  (+/- 3 meters HH1 GPS) 
 DP5297
 DP5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2842336987(NAD 83)
 DP5297
 DP5297                          SUPERSEDED SURVEY CONTROL
 DP5297
 DP5297.No superseded survey control is available for this station.
 DP5297
 DP5297_MARKER: DD = SURVEY DISK
 DP5297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5297_STAMPING: 5 E 3 2014
 DP5297_MARK LOGO: NJGS
 DP5297_PROJECTION: FLUSH
 DP5297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5297+STABILITY: SURFACE MOTION
 DP5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5297+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2020
 DP5297
 DP5297  HISTORY     - Date     Condition        Report By
 DP5297  HISTORY     - 20140723 MONUMENTED       NJGS
 DP5297  HISTORY     - 20200326 GOOD             NJGS
 DP5297
 DP5297                          STATION DESCRIPTION
 DP5297
 DP5297'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5297'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF
 DP5297'AVALON, 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF MARMORA AND 2.3 MI (3.7 KM)
 DP5297'NORTH-NORTHEAST OF SEA ISLE CITY.
 DP5297'
 DP5297'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE T-JUNCTION OF
 DP5297'SECOND STREET AND LANDIS AVENUE (COUNTY ROUTE 619).
 DP5297'
 DP5297'TO REACH FROM THE INTERSECTION OF JOHN F. KENNEDY BOULEVARD (COUNTY
 DP5297'ROUTE 625) AND LANDIS AVENUE, GO 2.1 MI (3.4 KM) NORTH ON LANDIS
 DP5297'AVENUE TO THE STATION ON THE LEFT.
 DP5297'
 DP5297'THE STATION IS AT A LANDSCAPED AREA, 45.3 FT (13.8 M) NORTHWEST OF THE
 DP5297'CENTERLINE OF LANDIS AVENUE, 107.5 FT (32.8 M) NORTH-NORTHEAST OF THE
 DP5297'CENTERLINE OF SECOND STREET, 16 FT (4.9 M) SOUTHWEST OF POLE NUMBER
 DP5297'351, 43.8 FT (13.4 M) NORTHEAST OF THE SOUTHEAST LEG FOR A WOODEN SIGN
 DP5297'(WELCOME TO SEA ISLE CITY), 66.3 FT (20.2 M) NORTHWEST AND ACROSS THE
 DP5297'ROAD FROM POLE NUMBER 03718, 2 FT (0.6 M) SOUTHEAST OF A WITNESS SIGN.
 DP5297
 DP5297                          STATION RECOVERY (2020)
 DP5297
 DP5297'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 DP5297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6715 ***********************************************************************
 AB6715  DESIGNATION -  5 F 1
 AB6715  PID         -  AB6715
 AB6715  STATE/COUNTY-  NJ/CAPE MAY
 AB6715  COUNTRY     -  US
 AB6715  USGS QUAD   -  WILDWOOD (2019)
 AB6715
 AB6715                         *CURRENT SURVEY CONTROL
 AB6715  ______________________________________________________________________
 AB6715* NAD 83(1986) POSITION- 38 57 19.6    (N) 074 52 20.1    (W)   HD_HELD2
 AB6715* NAVD 88 ORTHO HEIGHT -     2.049 (meters)        6.72  (feet) ADJUSTED
 AB6715  ______________________________________________________________________
 AB6715  GEOID HEIGHT    -        -35.518 (meters)                     GEOID18
 AB6715  DYNAMIC HEIGHT  -          2.048 (meters)        6.72  (feet) COMP
 AB6715  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 AB6715
 AB6715  VERT ORDER      -  FIRST     CLASS II
 AB6715
 AB6715.The horizontal coordinates were established by autonomous hand held GPS
 AB6715.observations and have an estimated accuracy of +/- 10 meters.
 AB6715
 AB6715.The orthometric height was determined by differential leveling and
 AB6715.adjusted by the NATIONAL GEODETIC SURVEY
 AB6715.in March 2001.
 AB6715
 AB6715.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6715.GEOID18 height accuracy estimate available here.
 AB6715
 AB6715.Click photographs - Photos may exist for this station.
 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       -    13,621.      117,736.      MT  (+/- 10 meters HH2 GPS)
 AB6715
 AB6715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1106911839(NAD 83)
 AB6715
 AB6715                          SUPERSEDED SURVEY CONTROL
 AB6715
 AB6715  NAVD 88 (09/26/96)    2.053  (m)            6.74   (f) SUPERSEDED  1 2
 AB6715
 AB6715.Superseded values are not recommended for survey control.
 AB6715
 AB6715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6715.See file dsdata.pdf to determine how the superseded data were derived.
 AB6715
 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 SUITABLE FOR
 AB6715+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2013
 AB6715
 AB6715  HISTORY     - Date     Condition        Report By
 AB6715  HISTORY     - 1995     MONUMENTED       NJGS
 AB6715  HISTORY     - 19980511 GOOD             NJGS
 AB6715  HISTORY     - 20050918 GOOD             GEOCAC
 AB6715  HISTORY     - 20071012 GOOD             UE
 AB6715  HISTORY     - 20131206 GOOD             WATER
 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.
 AB6715
 AB6715                          STATION RECOVERY (2007)
 AB6715
 AB6715'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB6715'RECOVERED IN GOOD CONDITION.
 AB6715
 AB6715                          STATION RECOVERY (2013)
 AB6715
 AB6715'RECOVERY NOTE BY WATERSHED SCIENCES 2013 (MN)
 AB6715'OVERHEAD POWER LINES AND POWER POLE APPROXIMATELY 5FT EAST OF MONUMENT
 AB6715'MAY MINIMALLY OBSTRUCT GNSS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6989 ***********************************************************************
 AM6989  DESIGNATION -  5 F 2
 AM6989  PID         -  AM6989
 AM6989  STATE/COUNTY-  NJ/CAPE MAY
 AM6989  COUNTRY     -  US
 AM6989  USGS QUAD   -  OCEAN CITY (2019)
 AM6989
 AM6989                         *CURRENT SURVEY CONTROL
 AM6989  ______________________________________________________________________
 AM6989* NAD 83(1986) POSITION- 39 17 07.     (N) 074 34 53.     (W)   SCALED
 AM6989* NAVD 88 ORTHO HEIGHT -     3.804 (meters)       12.48  (feet) ADJUSTED
 AM6989  ______________________________________________________________________
 AM6989  GEOID HEIGHT    -        -34.590 (meters)                     GEOID18
 AM6989  DYNAMIC HEIGHT  -          3.802 (meters)       12.47  (feet) COMP
 AM6989  MODELED GRAVITY -    980,099.2   (mgal)                       NAVD 88
 AM6989
 AM6989  VERT ORDER      -  FIRST     CLASS II
 AM6989
 AM6989.The horizontal coordinates were scaled from a map and have
 AM6989.an estimated accuracy of +/- 6 seconds.
 AM6989
 AM6989.The orthometric height was determined by differential leveling and
 AM6989.adjusted by the NATIONAL GEODETIC SURVEY
 AM6989.in March 2005.
 AM6989
 AM6989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6989.GEOID18 height accuracy estimate available here.
 AM6989
 AM6989.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ361485(NAD 83)
 AM6989
 AM6989                          SUPERSEDED SURVEY CONTROL
 AM6989
 AM6989.No superseded survey control is available for this station.
 AM6989
 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  HISTORY     - 20120125 MARK NOT FOUND   INDIV
 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.
 AM6989
 AM6989                          STATION RECOVERY (2012)
 AM6989
 AM6989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (H)
 AM6989'THE DRAWBRIDGE HAS BEEN DEMOLISHED DURING CONSTRUCTION OF THE NEW
 AM6989'ROUTE 52 HIGH LEVEL BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5303 ***********************************************************************
 DP5303  DESIGNATION -  5 F 3
 DP5303  PID         -  DP5303
 DP5303  STATE/COUNTY-  NJ/CAPE MAY
 DP5303  COUNTRY     -  US
 DP5303  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5303
 DP5303                         *CURRENT SURVEY CONTROL
 DP5303  ______________________________________________________________________
 DP5303* NAD 83(1986) POSITION- 39 13 00.86   (N) 074 38 47.68   (W)   HD_HELD1
 DP5303* NAVD 88 ORTHO HEIGHT -     4.809 (meters)       15.78  (feet) ADJUSTED
 DP5303  ______________________________________________________________________
 DP5303  GEOID HEIGHT    -        -34.807 (meters)                     GEOID18
 DP5303  DYNAMIC HEIGHT  -          4.806 (meters)       15.77  (feet) COMP
 DP5303  MODELED GRAVITY -    980,086.8   (mgal)                       NAVD 88
 DP5303
 DP5303  VERT ORDER      -  FIRST     CLASS II
 DP5303
 DP5303.The horizontal coordinates were determined by differentially corrected
 DP5303.hand held GPS observations or other comparable positioning techniques
 DP5303.and have an estimated accuracy of +/- 3 meters.
 DP5303
 DP5303.The orthometric height was determined by differential leveling and
 DP5303.adjusted by the NATIONAL GEODETIC SURVEY
 DP5303.in April 2015.
 DP5303
 DP5303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5303.GEOID18 height accuracy estimate available here.
 DP5303
 DP5303.Click photographs - Photos may exist for this station.
 DP5303
 DP5303.The dynamic height is computed by dividing the NAVD 88
 DP5303.geopotential number by the normal gravity value computed on the
 DP5303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5303.degrees latitude (g = 980.6199 gals.).
 DP5303
 DP5303.The modeled gravity was interpolated from observed gravity values.
 DP5303
 DP5303;                    North         East    Units  Estimated Accuracy
 DP5303;SPC NJ       -    42,588.6     137,342.6     MT  (+/- 3 meters HH1 GPS) 
 DP5303
 DP5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3050940906(NAD 83)
 DP5303
 DP5303                          SUPERSEDED SURVEY CONTROL
 DP5303
 DP5303.No superseded survey control is available for this station.
 DP5303
 DP5303_MARKER: DD = SURVEY DISK
 DP5303_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5303_SP_SET: BRIDGE ABUTMENT
 DP5303_STAMPING: 5 F 3 2014
 DP5303_MARK LOGO: NJGS
 DP5303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5303+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2014
 DP5303
 DP5303  HISTORY     - Date     Condition        Report By
 DP5303  HISTORY     - 20140723 MONUMENTED       NJGS
 DP5303
 DP5303                          STATION DESCRIPTION
 DP5303
 DP5303'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5303'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF OCEAN CITY,
 DP5303'5.1 MI (8.2 KM) NORTH-NORTHEAST OF SEA ISLE CITY AND 3.4 MI (5.5 KM)
 DP5303'SOUTH OF MARMORA, IN OCEAN CITY.
 DP5303'
 DP5303'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST END, IN THE
 DP5303'SIDEWALK AREA OF THE NORTH BRIDGE (RUSH CHATTIN) ABUTMENT FOR THE BAY
 DP5303'AVENUE (COUNTY ROUTE 619) SPANNING MIDDLE THOROFARE LEADING TO CORSONS
 DP5303'INLET.
 DP5303'
 DP5303'THE STATION IS 24 FT (7.3 M) EAST-SOUTHEAST OF THE CENTERLINE OF BAY
 DP5303'AVENUE, 1.5 FT (0.5 M) EAST-SOUTHEAST OF THE EAST FACE OF THE CONCRETE
 DP5303'BARRIER, 30 FT (9.1 M) SOUTH-SOUTHWEST OF A LIGHT POLE NUMBER 3 ON THE
 DP5303'NORTH SIDE OF A RAMP LEADING TO THE PARKING AREA FOR CORSONS INLET
 DP5303'STATE PARK, 9 FT (2.7 M) WEST OF THE WEST EDGE OF THE WALKWAY, 26 FT
 DP5303'(7.9 M) SOUTH OF THE NORTH END OF THE BARRIER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5318 ***********************************************************************
 DP5318  DESIGNATION -  5 F 4
 DP5318  PID         -  DP5318
 DP5318  STATE/COUNTY-  NJ/CAPE MAY
 DP5318  COUNTRY     -  US
 DP5318  USGS QUAD   -  OCEAN CITY (2019)
 DP5318
 DP5318                         *CURRENT SURVEY CONTROL
 DP5318  ______________________________________________________________________
 DP5318* NAD 83(1986) POSITION- 39 15 41.71   (N) 074 36 20.39   (W)   HD_HELD1
 DP5318* NAVD 88 ORTHO HEIGHT -     1.190 (meters)        3.90  (feet) ADJUSTED
 DP5318  ______________________________________________________________________
 DP5318  GEOID HEIGHT    -        -34.662 (meters)                     GEOID18
 DP5318  DYNAMIC HEIGHT  -          1.190 (meters)        3.90  (feet) COMP
 DP5318  MODELED GRAVITY -    980,095.1   (mgal)                       NAVD 88
 DP5318
 DP5318  VERT ORDER      -  FIRST     CLASS II
 DP5318
 DP5318.The horizontal coordinates were determined by differentially corrected
 DP5318.hand held GPS observations or other comparable positioning techniques
 DP5318.and have an estimated accuracy of +/- 3 meters.
 DP5318
 DP5318.The orthometric height was determined by differential leveling and
 DP5318.adjusted by the NATIONAL GEODETIC SURVEY
 DP5318.in April 2015.
 DP5318
 DP5318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5318.GEOID18 height accuracy estimate available here.
 DP5318
 DP5318.Click photographs - Photos may exist for this station.
 DP5318
 DP5318.The dynamic height is computed by dividing the NAVD 88
 DP5318.geopotential number by the normal gravity value computed on the
 DP5318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5318.degrees latitude (g = 980.6199 gals.).
 DP5318
 DP5318.The modeled gravity was interpolated from observed gravity values.
 DP5318
 DP5318;                    North         East    Units  Estimated Accuracy
 DP5318;SPC NJ       -    47,543.6     140,881.4     MT  (+/- 3 meters HH1 GPS) 
 DP5318
 DP5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3402045879(NAD 83)
 DP5318
 DP5318                          SUPERSEDED SURVEY CONTROL
 DP5318
 DP5318.No superseded survey control is available for this station.
 DP5318
 DP5318_MARKER: DD = SURVEY DISK
 DP5318_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5318_SP_SET: CURB
 DP5318_STAMPING: 5 F 4 2014
 DP5318_MARK LOGO: NJGS
 DP5318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5318+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2014
 DP5318
 DP5318  HISTORY     - Date     Condition        Report By
 DP5318  HISTORY     - 20140808 MONUMENTED       NJGS
 DP5318
 DP5318                          STATION DESCRIPTION
 DP5318
 DP5318'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5318'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DP5318'TUCKAHOE, 2.2 MI (3.5 KM) EAST OF MARMORA AND 2.0 MI (3.2 KM)
 DP5318'WEST-SOUTHWEST OF OCEAN CITY, IN OCEAN CITY.
 DP5318'
 DP5318'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CURB OF BAY AVENUE
 DP5318'(COUNTY ROUTE 656) NEAR THE SOUTHEAST CORNER OF THE OCEAN CITY
 DP5318'MUNICIPAL AIRPORT.
 DP5318'
 DP5318'TO REACH FROM THE INTERSECTION OF ROOSEVELT BOULEVARD (COUNTY ROUTE
 DP5318'623) AND BAY AVENUE (COUNTY ROUTE 656), GO 0.75 NORTHEAST ON BAY
 DP5318'AVENUE TO THE STATION ON THE LEFT.
 DP5318'
 DP5318'THE STATION IS 13.1 FT (4.0 M) NORTHEAST OF POLE NUMBER W30002, 12 FT
 DP5318'(3.7 M) NORTHEAST OF MILE MARKER 1, 64.7 FT (19.7 M) SOUTHWEST OF POLE
 DP5318'NUMBER W30450, 19 FT (5.8 M) SOUTHEAST OF THE EAST CORNER OF AN
 DP5318'ELEVATED FLOWER BED FOR THE NANTUCKET CONDOMINIUM COMPLEX, 219 FT
 DP5318'(66.8 M) NORTHEAST OF THE CENTERLINE OF VINEYARD WAY, 60 FT (18.3 M)
 DP5318'NORTHEAST OF THE EXTENDED CENTERLINE FOR THE BOARDWALK WALKWAY LEADING
 DP5318'TO AN OBSERVATION TOWER FOR THE HOWARD STANTON WILDLIFE REFUGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6716 ***********************************************************************
 AB6716  DESIGNATION -  5 G 1
 AB6716  PID         -  AB6716
 AB6716  STATE/COUNTY-  NJ/CAPE MAY
 AB6716  COUNTRY     -  US
 AB6716  USGS QUAD   -  CAPE MAY (2019)
 AB6716
 AB6716                         *CURRENT SURVEY CONTROL
 AB6716  ______________________________________________________________________
 AB6716* NAD 83(1986) POSITION- 38 58 00.09   (N) 074 54 53.57   (W)   HD_HELD1
 AB6716* NAVD 88 ORTHO HEIGHT -     4.174 (meters)       13.69  (feet) ADJUSTED
 AB6716  ______________________________________________________________________
 AB6716  GEOID HEIGHT    -        -35.456 (meters)                     GEOID18
 AB6716  DYNAMIC HEIGHT  -          4.171 (meters)       13.68  (feet) COMP
 AB6716  MODELED GRAVITY -    980,050.2   (mgal)                       NAVD 88
 AB6716
 AB6716  VERT ORDER      -  FIRST     CLASS II
 AB6716
 AB6716.The horizontal coordinates were determined by differentially corrected
 AB6716.hand held GPS observations or other comparable positioning techniques
 AB6716.and have an estimated accuracy of +/- 3 meters.
 AB6716
 AB6716.The orthometric height was determined by differential leveling and
 AB6716.adjusted by the NATIONAL GEODETIC SURVEY
 AB6716.in September 1996.
 AB6716
 AB6716.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6716.GEOID18 height accuracy estimate available here.
 AB6716
 AB6716.Click photographs - Photos may exist for this station.
 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       -    14,885.0     114,047.1     MT  (+/- 3 meters HH1 GPS) 
 AB6716
 AB6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0737413083(NAD 83)
 AB6716
 AB6716                          SUPERSEDED SURVEY CONTROL
 AB6716
 AB6716.No superseded survey control is available for this station.
 AB6716
 AB6716_MARKER: DD = SURVEY DISK
 AB6716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6716_STAMPING: 5 G 1 1995
 AB6716_MARK LOGO: NJDT
 AB6716_PROJECTION: PROJECTING 8 CENTIMETERS
 AB6716_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6716+STABILITY: SURFACE MOTION
 AB6716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6716+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2023
 AB6716
 AB6716  HISTORY     - Date     Condition        Report By
 AB6716  HISTORY     - 19950715 MONUMENTED       NJGS
 AB6716  HISTORY     - 20010611 GOOD             NJGS
 AB6716  HISTORY     - 20030424 GOOD             NJGS
 AB6716  HISTORY     - 20051009 GOOD             GEOCAC
 AB6716  HISTORY     - 20090225 GOOD             INDIV
 AB6716  HISTORY     - 20231129 GOOD             NJGS
 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.
 AB6716
 AB6716                          STATION RECOVERY (2009)
 AB6716
 AB6716'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 AB6716'THE STATION WAS RECOVERED AS DESCRIBED.
 AB6716'
 AB6716
 AB6716                          STATION RECOVERY (2023)
 AB6716
 AB6716'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 AB6716'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS.  HOTEL IS NOW
 AB6716'"CAPE COTTAGE INN", POOL HAS BEEN REMOVED, CHAIN LINK FENCE HAS BEEN
 AB6716'REPLACED BY METAL FENCE WITH VERTICAL SPINDLES.  MARK IS 19.8 FT (6.0
 AB6716'M) WEST FROM RT109 FACE OF CURB, 1 FT (0.3 M) EAST OF METAL FENCE WITH
 AB6716'VERTICAL SPINDLES AND 25.2 FT (7.7 M) SOUTH FROM WEST POST OF "CAPE
 AB6716'COTTAGE INN" SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7918 ***********************************************************************
 DM7918  DESIGNATION -  5 G 2
 DM7918  PID         -  DM7918
 DM7918  STATE/COUNTY-  NJ/CAPE MAY
 DM7918  COUNTRY     -  US
 DM7918  USGS QUAD   -  STONE HARBOR (2019)
 DM7918
 DM7918                         *CURRENT SURVEY CONTROL
 DM7918  ______________________________________________________________________
 DM7918* NAD 83(1986) POSITION- 39 06 06.29   (N) 074 48 33.97   (W)   HD_HELD1
 DM7918* NAVD 88 ORTHO HEIGHT -     4.191 (meters)       13.75  (feet) ADJUSTED
 DM7918  ______________________________________________________________________
 DM7918  GEOID HEIGHT    -        -35.132 (meters)                     GEOID18
 DM7918  DYNAMIC HEIGHT  -          4.189 (meters)       13.74  (feet) COMP
 DM7918  MODELED GRAVITY -    980,068.5   (mgal)                       NAVD 88
 DM7918
 DM7918  VERT ORDER      -  FIRST     CLASS II
 DM7918
 DM7918.The horizontal coordinates were determined by differentially corrected
 DM7918.hand held GPS observations or other comparable positioning techniques
 DM7918.and have an estimated accuracy of +/- 3 meters.
 DM7918
 DM7918.The orthometric height was determined by differential leveling and
 DM7918.adjusted by the NATIONAL GEODETIC SURVEY
 DM7918.in May 2012.
 DM7918
 DM7918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7918.GEOID18 height accuracy estimate available here.
 DM7918
 DM7918.Click photographs - Photos may exist for this station.
 DM7918
 DM7918.The dynamic height is computed by dividing the NAVD 88
 DM7918.geopotential number by the normal gravity value computed on the
 DM7918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7918.degrees latitude (g = 980.6199 gals.).
 DM7918
 DM7918.The modeled gravity was interpolated from observed gravity values.
 DM7918
 DM7918;                    North         East    Units  Estimated Accuracy
 DM7918;SPC NJ       -    29,840.5     123,235.7     MT  (+/- 3 meters HH1 GPS) 
 DM7918
 DM7918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1647728084(NAD 83)
 DM7918
 DM7918                          SUPERSEDED SURVEY CONTROL
 DM7918
 DM7918.No superseded survey control is available for this station.
 DM7918
 DM7918_MARKER: DD = SURVEY DISK
 DM7918_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7918_SP_SET: BRIDGE RETAINING WALL
 DM7918_STAMPING: 5 G 2 2009
 DM7918_MARK LOGO: NJGS
 DM7918_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7918+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2010
 DM7918
 DM7918  HISTORY     - Date     Condition        Report By
 DM7918  HISTORY     - 20090103 MONUMENTED       NJGS
 DM7918  HISTORY     - 20100801 GOOD             NJGS
 DM7918
 DM7918                          STATION DESCRIPTION
 DM7918
 DM7918'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM7918'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, SET IN A DRILL IN THE
 DM7918'SOUTHWEST END OF THE RETAINING WALL ON THE EAST SIDE OF US HIGHWAY 9,
 DM7918'ABOUT 150 FT (45.7 M) NORTHEAST OF CREST HAVEN ROAD COUNTY ROUTE 609).
 DM7918'TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 DM7918'(EXIT 11) AND CREST HAVEN ROAD, GO 0.25 MI (0.4 KM) NORTHWEST ON CREST
 DM7918'HAVEN ROAD TO THE CAPE MAY COUNTY PUBLIC SAFETY MEMORIAL PARK ON THE
 DM7918'RIGHT AND THE STATION AHEAD.
 DM7918'
 DM7918'THE STATION IS 10 FT (3.0 M) SOUTHEAST OF THE SOUTHEAST CURB OF US
 DM7918'HIGHWAY 9, 49 FT (14.9 M) NORTH-NORTHEAST OF THE NORTHERLY OF THREE
 DM7918'FLAG POLES IN THE PARK, 73 FT (22.3 M) NORTHEAST OF THE NORTHEAST
 DM7918'CORNER OF THE CAPE MAY COUNTY MEMORIAL MARKER, 97 FT (29.6 M)
 DM7918'EAST-NORTHEAST OF A TRAFFIC SIGNAL.
 DM7918
 DM7918                          STATION RECOVERY (2010)
 DM7918
 DM7918'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7918'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5304 ***********************************************************************
 DP5304  DESIGNATION -  5 G 3
 DP5304  PID         -  DP5304
 DP5304  STATE/COUNTY-  NJ/CAPE MAY
 DP5304  COUNTRY     -  US
 DP5304  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5304
 DP5304                         *CURRENT SURVEY CONTROL
 DP5304  ______________________________________________________________________
 DP5304* NAD 83(1986) POSITION- 39 13 02.20   (N) 074 38 47.13   (W)   HD_HELD1
 DP5304* NAVD 88 ORTHO HEIGHT -     3.035 (meters)        9.96  (feet) ADJUSTED
 DP5304  ______________________________________________________________________
 DP5304  GEOID HEIGHT    -        -34.805 (meters)                     GEOID18
 DP5304  DYNAMIC HEIGHT  -          3.034 (meters)        9.95  (feet) COMP
 DP5304  MODELED GRAVITY -    980,086.9   (mgal)                       NAVD 88
 DP5304
 DP5304  VERT ORDER      -  FIRST     CLASS II
 DP5304
 DP5304.The horizontal coordinates were determined by differentially corrected
 DP5304.hand held GPS observations or other comparable positioning techniques
 DP5304.and have an estimated accuracy of +/- 3 meters.
 DP5304
 DP5304.The orthometric height was determined by differential leveling and
 DP5304.adjusted by the NATIONAL GEODETIC SURVEY
 DP5304.in April 2015.
 DP5304
 DP5304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5304.GEOID18 height accuracy estimate available here.
 DP5304
 DP5304.Click photographs - Photos may exist for this station.
 DP5304
 DP5304.The dynamic height is computed by dividing the NAVD 88
 DP5304.geopotential number by the normal gravity value computed on the
 DP5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5304.degrees latitude (g = 980.6199 gals.).
 DP5304
 DP5304.The modeled gravity was interpolated from observed gravity values.
 DP5304
 DP5304;                    North         East    Units  Estimated Accuracy
 DP5304;SPC NJ       -    42,629.9     137,355.9     MT  (+/- 3 meters HH1 GPS) 
 DP5304
 DP5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3052240948(NAD 83)
 DP5304
 DP5304                          SUPERSEDED SURVEY CONTROL
 DP5304
 DP5304.No superseded survey control is available for this station.
 DP5304
 DP5304_MARKER: DD = SURVEY DISK
 DP5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5304_STAMPING: 5 G 3
 DP5304_MARK LOGO: CMMUA
 DP5304_PROJECTION: FLUSH
 DP5304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5304+STABILITY: SURFACE MOTION
 DP5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5304+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP5304
 DP5304  HISTORY     - Date     Condition        Report By
 DP5304  HISTORY     - UNK      MONUMENTED       CMMUA
 DP5304  HISTORY     - 20140801 GOOD             NJGS
 DP5304
 DP5304                          STATION DESCRIPTION
 DP5304
 DP5304'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5304'THE STATION IS LOCATED ON THE JAMES KILPATRICK JR.  CAUSEWAY, ABOUT
 DP5304'9.1 KM (5.7 MI) SOUTHWEST FROM THE CITY OF OCEAN CITY, 8.2 KM (5.1 MI)
 DP5304'NORTH-NORTHEAST FROM THE CITY OF SEA ISLE CITY, 5.5 KM (3.4 MI) SOUTH
 DP5304'FROM THE COMMUNITY OF MARMORA AND IN THE TOWNSHIP OF UPPER ON THE
 DP5304'NORTHWEST SIDE OF BAY AVENUE (COUNTY ROAD 619).
 DP5304'
 DP5304'TO REACH THE STATION FROM THE T-INTERSECTION OF BAY AVENUE AND 56TH
 DP5304'STREET IN THE CITY OF OCEAN CITY, GO SOUTHWEST ON BAY AVENUE FOR 0.65
 DP5304'MI (1.0 KM) TO THE STATION ON THE LEFT, SET FLUSH IN THE TOP OF A
 DP5304'CONCRETE MONUMENT THAT IS FLUSH WITH THE ASPHALT PAVED SHOULDER.
 DP5304'
 DP5304'THE STATION IS 22.0 FT (6.7 M) NORTHWEST FROM THE CENTERLINE OF BAY
 DP5304'AVENUE, 2.5 FT (0.8 M) SOUTHEAST FROM THE NORTHWEST WOOD END POST OF A
 DP5304'STEEL BEAM GUIDERAIL, 74.6 SOUTHWEST FROM WOOD UTILITY POLE NUMBER
 DP5304'W48180 ON THE NORTHWEST SIDE OF BAY AVENUE AND 110.7 FT (33.7 M)
 DP5304'NORTHEAST ALONG THE NORTHWEST SHOULDER FROM A TRANSVERSE JOINT
 DP5304'SEPARATING THE ASPHALT PAVING OF BAY AVENUE FROM A CONCRETE APPROACH
 DP5304'SLAB OF THE BRIDGE CARRYING BAY AVENUE OVER CORSON'S INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5335 ***********************************************************************
 DP5335  DESIGNATION -  5 G 4
 DP5335  PID         -  DP5335
 DP5335  STATE/COUNTY-  NJ/CAPE MAY
 DP5335  COUNTRY     -  US
 DP5335  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5335
 DP5335                         *CURRENT SURVEY CONTROL
 DP5335  ______________________________________________________________________
 DP5335* NAD 83(1986) POSITION- 39 12 17.61   (N) 074 39 28.27   (W)   HD_HELD1
 DP5335* NAVD 88 ORTHO HEIGHT -     2.539 (meters)        8.33  (feet) ADJUSTED
 DP5335  ______________________________________________________________________
 DP5335  GEOID HEIGHT    -        -34.846 (meters)                     GEOID18
 DP5335  DYNAMIC HEIGHT  -          2.537 (meters)        8.32  (feet) COMP
 DP5335  MODELED GRAVITY -    980,084.5   (mgal)                       NAVD 88
 DP5335
 DP5335  VERT ORDER      -  FIRST     CLASS II
 DP5335
 DP5335.The horizontal coordinates were determined by differentially corrected
 DP5335.hand held GPS observations or other comparable positioning techniques
 DP5335.and have an estimated accuracy of +/- 3 meters.
 DP5335
 DP5335.The orthometric height was determined by differential leveling and
 DP5335.adjusted by the NATIONAL GEODETIC SURVEY
 DP5335.in April 2015.
 DP5335
 DP5335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5335.GEOID18 height accuracy estimate available here.
 DP5335
 DP5335.Click photographs - Photos may exist for this station.
 DP5335
 DP5335.The dynamic height is computed by dividing the NAVD 88
 DP5335.geopotential number by the normal gravity value computed on the
 DP5335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5335.degrees latitude (g = 980.6199 gals.).
 DP5335
 DP5335.The modeled gravity was interpolated from observed gravity values.
 DP5335
 DP5335;                    North         East    Units  Estimated Accuracy
 DP5335;SPC NJ       -    41,256.6     136,366.7     MT  (+/- 3 meters HH1 GPS) 
 DP5335
 DP5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2954139569(NAD 83)
 DP5335
 DP5335                          SUPERSEDED SURVEY CONTROL
 DP5335
 DP5335.No superseded survey control is available for this station.
 DP5335
 DP5335_MARKER: DD = SURVEY DISK
 DP5335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP5335_SP_SET: BALUSTRADE BASE
 DP5335_STAMPING: 5 G 4 2014
 DP5335_MARK LOGO: NJGS
 DP5335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5335+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2014
 DP5335
 DP5335  HISTORY     - Date     Condition        Report By
 DP5335  HISTORY     - 20140724 MONUMENTED       NJGS
 DP5335
 DP5335                          STATION DESCRIPTION
 DP5335
 DP5335'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5335'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF OCEAN CITY,
 DP5335'4.3 MI (6.9 KM) SOUTH OF MARMORA AND 4.0 MI (6.4 KM) NORTH-NORTHEAST
 DP5335'OF SEA ISLE CITY, IN UPPER TOWNSHIP.
 DP5335'
 DP5335'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE BASE
 DP5335'OF THE NORTH BALUSTRADE END BLOCK FOR THE EAST GUARDRAIL AT THE
 DP5335'NORTHWEST END OF THE BAY AVENUE (COUNTY ROUTE 619) LEADING FROM OCEAN
 DP5335'CITY TO STRATHMERE SPANNING THE STRATHMERE BAY.
 DP5335'
 DP5335'THE STATION IS 19 NORTHEAST OF THE CENTERLINE OF BAY AVENUE, 1.5 FT
 DP5335'(0.5 M) SOUTH OF THE NORTHWEST CORNER OF THE END BLOCK, 51 FT (15.5 M)
 DP5335'NORTH OF STATION 15 C 3 SET IN THE BRIDGE ABUTMENT ACROSS THE ROADWAY,
 DP5335'4 FT (1.2 M) NORTHWEST OF A SIGN (NO FISHING OR CRABBING FROM BRIDGE).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9197 ***********************************************************************
 AH9197  DESIGNATION -  5 H 1
 AH9197  PID         -  AH9197
 AH9197  STATE/COUNTY-  NJ/CAPE MAY
 AH9197  COUNTRY     -  US
 AH9197  USGS QUAD   -  MARMORA (2019)
 AH9197
 AH9197                         *CURRENT SURVEY CONTROL
 AH9197  ______________________________________________________________________
 AH9197* NAD 83(1986) POSITION- 39 15 09.     (N) 074 37 31.     (W)   SCALED
 AH9197* NAVD 88 ORTHO HEIGHT -     4.889 (meters)       16.04  (feet) ADJUSTED
 AH9197  ______________________________________________________________________
 AH9197  GEOID HEIGHT    -        -34.679 (meters)                     GEOID18
 AH9197  DYNAMIC HEIGHT  -          4.886 (meters)       16.03  (feet) COMP
 AH9197  MODELED GRAVITY -    980,093.7   (mgal)                       NAVD 88
 AH9197
 AH9197  VERT ORDER      -  FIRST     CLASS II
 AH9197
 AH9197.The horizontal coordinates were scaled from a map and have
 AH9197.an estimated accuracy of +/- 6 seconds.
 AH9197
 AH9197.The orthometric height was determined by differential leveling and
 AH9197.adjusted by the NATIONAL GEODETIC SURVEY
 AH9197.in March 2005.
 AH9197
 AH9197.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9197.GEOID18 height accuracy estimate available here.
 AH9197
 AH9197.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ323448(NAD 83)
 AH9197
 AH9197                          SUPERSEDED SURVEY CONTROL
 AH9197
 AH9197  NAVD 88 (03/01/01)    4.886  (m)           16.03   (f) SUPERSEDED  1 2
 AH9197
 AH9197.Superseded values are not recommended for survey control.
 AH9197
 AH9197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9197.See file dsdata.pdf to determine how the superseded data were derived.
 AH9197
 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 = JULY 24, 2026 22:12:30 EDT
 DM7916 ***********************************************************************
 DM7916  DESIGNATION -  5 H 2
 DM7916  PID         -  DM7916
 DM7916  STATE/COUNTY-  NJ/CAPE MAY
 DM7916  COUNTRY     -  US
 DM7916  USGS QUAD   -  STONE HARBOR (2019)
 DM7916
 DM7916                         *CURRENT SURVEY CONTROL
 DM7916  ______________________________________________________________________
 DM7916* NAD 83(1986) POSITION- 39 05 25.16   (N) 074 48 56.72   (W)   HD_HELD1
 DM7916* NAVD 88 ORTHO HEIGHT -     5.513 (meters)       18.09  (feet) ADJUSTED
 DM7916  ______________________________________________________________________
 DM7916  GEOID HEIGHT    -        -35.164 (meters)                     GEOID18
 DM7916  DYNAMIC HEIGHT  -          5.510 (meters)       18.08  (feet) COMP
 DM7916  MODELED GRAVITY -    980,066.7   (mgal)                       NAVD 88
 DM7916
 DM7916  VERT ORDER      -  FIRST     CLASS II
 DM7916
 DM7916.The horizontal coordinates were determined by differentially corrected
 DM7916.hand held GPS observations or other comparable positioning techniques
 DM7916.and have an estimated accuracy of +/- 3 meters.
 DM7916
 DM7916.The orthometric height was determined by differential leveling and
 DM7916.adjusted by the NATIONAL GEODETIC SURVEY
 DM7916.in May 2012.
 DM7916
 DM7916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7916.GEOID18 height accuracy estimate available here.
 DM7916
 DM7916.Click photographs - Photos may exist for this station.
 DM7916
 DM7916.The dynamic height is computed by dividing the NAVD 88
 DM7916.geopotential number by the normal gravity value computed on the
 DM7916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7916.degrees latitude (g = 980.6199 gals.).
 DM7916
 DM7916.The modeled gravity was interpolated from observed gravity values.
 DM7916
 DM7916;                    North         East    Units  Estimated Accuracy
 DM7916;SPC NJ       -    28,574.2     122,684.7     MT  (+/- 3 meters HH1 GPS) 
 DM7916
 DM7916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1593326815(NAD 83)
 DM7916
 DM7916                          SUPERSEDED SURVEY CONTROL
 DM7916
 DM7916.No superseded survey control is available for this station.
 DM7916
 DM7916_MARKER: DD = SURVEY DISK
 DM7916_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7916_SP_SET: PUMPING STATION CHAMBER BASE
 DM7916_STAMPING: 5 H 2 2009
 DM7916_MARK LOGO: NJGS
 DM7916_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7916+STABILITY: SURFACE MOTION
 DM7916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7916+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2020
 DM7916
 DM7916  HISTORY     - Date     Condition        Report By
 DM7916  HISTORY     - 20090201 MONUMENTED       NJGS
 DM7916  HISTORY     - 20200401 GOOD             NJGS
 DM7916
 DM7916                          STATION DESCRIPTION
 DM7916
 DM7916'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM7916'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE WEST SIDE OF US
 DM7916'HIGHWAY 9, AT THE SOUTHWEST CORNER OF THE ENTRANCE ROAD TO THE SUPER
 DM7916'FRESH SHOPPING CENTER.  THE STATION IS SET IN A DRILL HOLE IN THE
 DM7916'SOUTHWEST CORNER OF A PUMPING STATION ENTRANCE CHAMBER.
 DM7916'
 DM7916'TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 DM7916'(EXIT 11) AND CREST HAVEN ROAD (COUNTY ROUTE 609), GO 0.25 MI (0.4 KM)
 DM7916'NORTHWEST ON CREST HAVEN ROAD TO THE JUNCTION WITH US HIGHWAY 9.  TURN
 DM7916'LEFT AND GO ABOUT 0.9 MI (1.4 KM) SOUTH ON US HIGHWAY 9 TO THE STATION
 DM7916'ON THE RIGHT.
 DM7916'
 DM7916'THE STATION IS 22.0 FT (6.7 M) NORTHWEST OF THE NORTHWEST CURB OF US
 DM7916'ROUTE 9, 32.0 FT (9.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD
 DM7916'LEADING TO SUPER FRESH SHOPPING CENTER, 53.0 FT (16.2 M) WEST OF POLE
 DM7916'NUMBER W50054, 9.8 FT (3.0 M) WEST OF THE SOUTHWEST CORNER OF THE SIGN
 DM7916'FOR SUPER FRESH, 43.5 FT (13.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DM7916'A RETAIL STORE.
 DM7916
 DM7916                          STATION RECOVERY (2020)
 DM7916
 DM7916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 DM7916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5305 ***********************************************************************
 DP5305  DESIGNATION -  5 H 3
 DP5305  PID         -  DP5305
 DP5305  STATE/COUNTY-  NJ/CAPE MAY
 DP5305  COUNTRY     -  US
 DP5305  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5305
 DP5305                         *CURRENT SURVEY CONTROL
 DP5305  ______________________________________________________________________
 DP5305* NAD 83(1986) POSITION- 39 13 11.10   (N) 074 38 16.94   (W)   HD_HELD1
 DP5305* NAVD 88 ORTHO HEIGHT -     2.346 (meters)        7.70  (feet) ADJUSTED
 DP5305  ______________________________________________________________________
 DP5305  GEOID HEIGHT    -        -34.803 (meters)                     GEOID18
 DP5305  DYNAMIC HEIGHT  -          2.345 (meters)        7.69  (feet) COMP
 DP5305  MODELED GRAVITY -    980,087.4   (mgal)                       NAVD 88
 DP5305
 DP5305  VERT ORDER      -  FIRST     CLASS II
 DP5305
 DP5305.The horizontal coordinates were determined by differentially corrected
 DP5305.hand held GPS observations or other comparable positioning techniques
 DP5305.and have an estimated accuracy of +/- 3 meters.
 DP5305
 DP5305.The orthometric height was determined by differential leveling and
 DP5305.adjusted by the NATIONAL GEODETIC SURVEY
 DP5305.in April 2015.
 DP5305
 DP5305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5305.GEOID18 height accuracy estimate available here.
 DP5305
 DP5305.Click photographs - Photos may exist for this station.
 DP5305
 DP5305.The dynamic height is computed by dividing the NAVD 88
 DP5305.geopotential number by the normal gravity value computed on the
 DP5305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5305.degrees latitude (g = 980.6199 gals.).
 DP5305
 DP5305.The modeled gravity was interpolated from observed gravity values.
 DP5305
 DP5305;                    North         East    Units  Estimated Accuracy
 DP5305;SPC NJ       -    42,903.2     138,080.5     MT  (+/- 3 meters HH1 GPS) 
 DP5305
 DP5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3124541225(NAD 83)
 DP5305
 DP5305                          SUPERSEDED SURVEY CONTROL
 DP5305
 DP5305.No superseded survey control is available for this station.
 DP5305
 DP5305_MARKER: DD = SURVEY DISK
 DP5305_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5305_SP_SET: CURB
 DP5305_STAMPING: 5 H 3
 DP5305_MARK LOGO: USACE
 DP5305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5305+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP5305
 DP5305  HISTORY     - Date     Condition        Report By
 DP5305  HISTORY     - UNK      MONUMENTED       USACE
 DP5305  HISTORY     - 20140801 GOOD             NJGS
 DP5305
 DP5305                          STATION DESCRIPTION
 DP5305
 DP5305'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5305'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) NORTH-NORTHEAST FROM THE
 DP5305'CITY OF SEA ISLE CITY, 5.2 KM (3.2 MI) SOUTH FROM THE COMMUNITY OF
 DP5305'MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF OCEAN CITY, NJ, ON THE
 DP5305'SOUTHEAST SIDE OF CENTRAL AVENUE.
 DP5305'
 DP5305'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE AND 58TH
 DP5305'STREET, GO SOUTHEAST ON 58TH STREET FOR ABOUT 0.06 MI (0.1 KM) TO THE
 DP5305'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN A CONCRETE CURB, IN
 DP5305'FRONT OF A MUNICIPAL BATH HOUSE.
 DP5305'
 DP5305'THE STATION IS 22.9 FT (7.0 M) SOUTHEAST FROM THE CENTERLINE OF
 DP5305'CENTRAL AVENUE, 64.4 FT (19.6 M) SOUTH FROM WOOD UTILITY POLE NUMBER
 DP5305'02890 AND 32.9 FT (10.0 M) NORTHEAST FROM A HANDICAP WITH RESERVED
 DP5305'PARKING SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5336 ***********************************************************************
 DP5336  DESIGNATION -  5 H 4
 DP5336  PID         -  DP5336
 DP5336  STATE/COUNTY-  NJ/CAPE MAY
 DP5336  COUNTRY     -  US
 DP5336  USGS QUAD   -  OCEAN CITY (2019)
 DP5336
 DP5336                         *CURRENT SURVEY CONTROL
 DP5336  ______________________________________________________________________
 DP5336* NAD 83(1986) POSITION- 39 16 54.75   (N) 074 33 57.33   (W)   HD_HELD1
 DP5336* NAVD 88 ORTHO HEIGHT -     2.772 (meters)        9.09  (feet) ADJUSTED
 DP5336  ______________________________________________________________________
 DP5336  GEOID HEIGHT    -        -34.619 (meters)                     GEOID18
 DP5336  DYNAMIC HEIGHT  -          2.771 (meters)        9.09  (feet) COMP
 DP5336  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 DP5336
 DP5336  VERT ORDER      -  FIRST     CLASS II
 DP5336
 DP5336.The horizontal coordinates were determined by differentially corrected
 DP5336.hand held GPS observations or other comparable positioning techniques
 DP5336.and have an estimated accuracy of +/- 3 meters.
 DP5336
 DP5336.The orthometric height was determined by differential leveling and
 DP5336.adjusted by the NATIONAL GEODETIC SURVEY
 DP5336.in April 2015.
 DP5336
 DP5336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5336.GEOID18 height accuracy estimate available here.
 DP5336
 DP5336.Click photographs - Photos may exist for this station.
 DP5336
 DP5336.The dynamic height is computed by dividing the NAVD 88
 DP5336.geopotential number by the normal gravity value computed on the
 DP5336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5336.degrees latitude (g = 980.6199 gals.).
 DP5336
 DP5336.The modeled gravity was interpolated from observed gravity values.
 DP5336
 DP5336;                    North         East    Units  Estimated Accuracy
 DP5336;SPC NJ       -    49,792.7     144,312.5     MT  (+/- 3 meters HH1 GPS) 
 DP5336
 DP5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3743748147(NAD 83)
 DP5336
 DP5336                          SUPERSEDED SURVEY CONTROL
 DP5336
 DP5336.No superseded survey control is available for this station.
 DP5336
 DP5336_STAMPING: 5 H 4 2014
 DP5336_MARK LOGO: NJGS
 DP5336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5336+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DP5336
 DP5336  HISTORY     - Date     Condition        Report By
 DP5336  HISTORY     - 20140925 MONUMENTED       NJGS
 DP5336  HISTORY     - 20170814 GOOD             NJGS
 DP5336  HISTORY     - 20190502 MARK NOT FOUND   NJGS
 DP5336
 DP5336                          STATION DESCRIPTION
 DP5336
 DP5336'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5336'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF
 DP5336'PLEASANTVILLE, 4.4 MI (7.1 KM) EAST-NORTHEAST OF MARMORA AND IN THE
 DP5336'TOWN OF OCEAN CITY, NJ.
 DP5336'
 DP5336'THE STATION IS SET IN DRILL HOLE IN THE NORTH CORNER OF THE NORTHWEST
 DP5336'3 FT (0.9 M) SQUARE CONCRETE BASE FOR A REMOVED FOUR-LEGGED TOWER ON
 DP5336'THE GROUNDS OF THE OCEAN CITY LIFE STATION HISTORIC SITE ON THE
 DP5336'NORTHEAST CORNER OF THE JUNCTION OF FOURTH STREET AND ATLANTIC AVENUE.
 DP5336'THE STATION IS 18.5 FT (5.6 M) SOUTHEAST OF THE SOUTHEAST CURB OF
 DP5336'ATLANTIC AVENUE, 27.0 FT (8.2 M) NORTHEAST OF THE NORTHEAST CURB OF
 DP5336'FOURTH STREET, 23.5 FT (7.2 M) EAST-NORTHEAST OF POLE NUMBER 04487,
 DP5336'32.0 FT (9.8 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH TO
 DP5336'THE FORMER COAST GUARD BUILDING, 8.5 FT (2.6 M) NORTH OF THE FLAG
 DP5336'POLE, 33.5 FT (10.2 M) SOUTHWEST OF BENCH MARK OCEAN CITY PRIMARY
 DP5336'(JU0486).
 DP5336
 DP5336                          STATION RECOVERY (2017)
 DP5336
 DP5336'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5336'RECOVERED AS DESCRIBED.
 DP5336
 DP5336                          STATION RECOVERY (2019)
 DP5336
 DP5336'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DP5336'NOT FOUND BECAUSE CONCRETE BASE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9177 ***********************************************************************
 AH9177  DESIGNATION -  5 I 1
 AH9177  PID         -  AH9177
 AH9177  STATE/COUNTY-  NJ/CAPE MAY
 AH9177  COUNTRY     -  US
 AH9177  USGS QUAD   -  STONE HARBOR (2019)
 AH9177
 AH9177                         *CURRENT SURVEY CONTROL
 AH9177  ______________________________________________________________________
 AH9177* NAD 83(1986) POSITION- 39 04 01.8    (N) 074 47 04.4    (W)   HD_HELD2
 AH9177* NAVD 88 ORTHO HEIGHT -     2.002 (meters)        6.57  (feet) ADJUSTED
 AH9177  ______________________________________________________________________
 AH9177  GEOID HEIGHT    -        -35.270 (meters)                     GEOID18
 AH9177  DYNAMIC HEIGHT  -          2.001 (meters)        6.56  (feet) COMP
 AH9177  MODELED GRAVITY -    980,062.3   (mgal)                       NAVD 88
 AH9177
 AH9177  VERT ORDER      -  FIRST     CLASS II
 AH9177
 AH9177.The horizontal coordinates were established by autonomous hand held GPS
 AH9177.observations and have an estimated accuracy of +/- 10 meters.
 AH9177
 AH9177.The orthometric height was determined by differential leveling and
 AH9177.adjusted by the NATIONAL GEODETIC SURVEY
 AH9177.in March 2001.
 AH9177
 AH9177.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9177.GEOID18 height accuracy estimate available here.
 AH9177
 AH9177.Click photographs - Photos may exist for this station.
 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       -    25,995.      125,376.      MT  (+/- 10 meters HH2 GPS)
 AH9177
 AH9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1863824252(NAD 83)
 AH9177
 AH9177                          SUPERSEDED SURVEY CONTROL
 AH9177
 AH9177.No superseded survey control is available for this station.
 AH9177
 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 - September 13, 2018
 AH9177
 AH9177  HISTORY     - Date     Condition        Report By
 AH9177  HISTORY     - 1997     MONUMENTED       NJGS
 AH9177  HISTORY     - 20180913 SEE DESCRIPTION  PROFLN
 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.
 AH9177
 AH9177                          STATION RECOVERY (2018)
 AH9177
 AH9177'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2018 (JRO)
 AH9177'NOW UNDER A WOODEN RAMP - A PLANK WOULD HAVE TO BE REMOVED TO ACCESS
 AH9177'THE MARK.  AT THE FRAME HOUSE CLOSEST TO THE NORTHWEST BANK OF THE
 AH9177'CREEK, ABOUT 150 FT (45.7 M) SOUTHWEST OF THE MAIN 2 OR 3 STORY BLUE
 AH9177'STEEL MARINA BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9183 ***********************************************************************
 AH9183  DESIGNATION -  5 J 1
 AH9183  PID         -  AH9183
 AH9183  STATE/COUNTY-  NJ/CAPE MAY
 AH9183  COUNTRY     -  US
 AH9183  USGS QUAD   -  STONE HARBOR (2019)
 AH9183
 AH9183                         *CURRENT SURVEY CONTROL
 AH9183  ______________________________________________________________________
 AH9183* NAD 83(1986) POSITION- 39 03 15.37   (N) 074 45 31.88   (W)   HD_HELD1
 AH9183* NAVD 88 ORTHO HEIGHT -     2.669 (meters)        8.76  (feet) ADJUSTED
 AH9183  ______________________________________________________________________
 AH9183  GEOID HEIGHT    -        -35.333 (meters)                     GEOID18
 AH9183  DYNAMIC HEIGHT  -          2.668 (meters)        8.75  (feet) COMP
 AH9183  MODELED GRAVITY -    980,059.7   (mgal)                       NAVD 88
 AH9183
 AH9183  VERT ORDER      -  FIRST     CLASS II
 AH9183
 AH9183.The horizontal coordinates were determined by differentially corrected
 AH9183.hand held GPS observations or other comparable positioning techniques
 AH9183.and have an estimated accuracy of +/- 3 meters.
 AH9183
 AH9183.The orthometric height was determined by differential leveling and
 AH9183.adjusted by the NATIONAL GEODETIC SURVEY
 AH9183.in March 2001.
 AH9183
 AH9183.No vertical observational check was made to the station.
 AH9183
 AH9183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9183.GEOID18 height accuracy estimate available here.
 AH9183
 AH9183.Click photographs - Photos may exist for this station.
 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       -    24,556.5     127,595.6     MT  (+/- 3 meters HH1 GPS) 
 AH9183
 AH9183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2086522826(NAD 83)
 AH9183
 AH9183                          SUPERSEDED SURVEY CONTROL
 AH9183
 AH9183.No superseded survey control is available for this station.
 AH9183
 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 - May 18, 2012
 AH9183
 AH9183  HISTORY     - Date     Condition        Report By
 AH9183  HISTORY     - 1997     MONUMENTED       NJGS
 AH9183  HISTORY     - 20060917 GOOD             GEOCAC
 AH9183  HISTORY     - 20120518 GOOD             NJGS
 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.
 AH9183
 AH9183                          STATION RECOVERY (2012)
 AH9183
 AH9183'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AH9183'RECOVERED IN GOOD CONDITION.
 AH9183'
 AH9183'NOTE-THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHEAST OF
 AH9183'WILDWOOD, 3.9 MI (6.3 KM) SOUTHWEST OF AVALON AND IN THE TOWN OF STONE
 AH9183'HARBOR, NJ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1508 ***********************************************************************
 DP1508  DESIGNATION -  5 J 2
 DP1508  PID         -  DP1508
 DP1508  STATE/COUNTY-  NJ/CAPE MAY
 DP1508  COUNTRY     -  US
 DP1508  USGS QUAD   -  AVALON (2019)
 DP1508
 DP1508                         *CURRENT SURVEY CONTROL
 DP1508  ______________________________________________________________________
 DP1508* NAD 83(1986) POSITION- 39 05 44.22   (N) 074 43 26.14   (W)   HD_HELD1
 DP1508* NAVD 88 ORTHO HEIGHT -     2.170 (meters)        7.12  (feet) ADJUSTED
 DP1508  ______________________________________________________________________
 DP1508  GEOID HEIGHT    -        -35.222 (meters)                     GEOID18
 DP1508  DYNAMIC HEIGHT  -          2.168 (meters)        7.11  (feet) COMP
 DP1508  MODELED GRAVITY -    980,065.2   (mgal)                       NAVD 88
 DP1508
 DP1508  VERT ORDER      -  FIRST     CLASS II
 DP1508
 DP1508.The horizontal coordinates were determined by differentially corrected
 DP1508.hand held GPS observations or other comparable positioning techniques
 DP1508.and have an estimated accuracy of +/- 3 meters.
 DP1508
 DP1508.The orthometric height was determined by differential leveling and
 DP1508.adjusted by the NATIONAL GEODETIC SURVEY
 DP1508.in August 2014.
 DP1508
 DP1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1508.GEOID18 height accuracy estimate available here.
 DP1508
 DP1508.Click photographs - Photos may exist for this station.
 DP1508
 DP1508.The dynamic height is computed by dividing the NAVD 88
 DP1508.geopotential number by the normal gravity value computed on the
 DP1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1508.degrees latitude (g = 980.6199 gals.).
 DP1508
 DP1508.The modeled gravity was interpolated from observed gravity values.
 DP1508
 DP1508;                    North         East    Units  Estimated Accuracy
 DP1508;SPC NJ       -    29,138.3     130,630.0     MT  (+/- 3 meters HH1 GPS) 
 DP1508
 DP1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2387327423(NAD 83)
 DP1508
 DP1508                          SUPERSEDED SURVEY CONTROL
 DP1508
 DP1508.No superseded survey control is available for this station.
 DP1508
 DP1508_MARKER: DD = SURVEY DISK
 DP1508_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP1508_SP_SET: SEWAGE PUMPING STATION CHAMBER
 DP1508_STAMPING: 5 J 2 2012
 DP1508_MARK LOGO: NJGS
 DP1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1508+STABILITY: SURFACE MOTION
 DP1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1508+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1508
 DP1508  HISTORY     - Date     Condition        Report By
 DP1508  HISTORY     - 20120523 MONUMENTED       NJGS
 DP1508
 DP1508                          STATION DESCRIPTION
 DP1508
 DP1508'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1508'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF SEA
 DP1508'ISLE CITY, 3.6 MI (5.8 KM) NORTH-NORTHEAST OF STONE HARBOR AND IN THE
 DP1508'TOWN OF AVALON, NJ.
 DP1508'
 DP1508'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 DP1508'CONCRETE ENTRANCE CHAMBER FOR A SEWAGE PUMPING STATION IN THE REAR,
 DP1508'NORTHWEST SIDE, OF THE AVALON FIRE DEPARTMENT LOCATED AT THE MUNICIPAL
 DP1508'COMPLEX AT THE SOUTHWEST CORNER OF 30TH STREET (COUNTY ROUTE 601) AND
 DP1508'DUNE DRIVE.
 DP1508'
 DP1508'THE STATION IS 7.6 FT (2.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DP1508'BRICK PUMP HOUSE, 6.0 FT (1.8 M) EAST OF THE SOUTHEAST CORNER OF THE
 DP1508'BLOCK BASE FOR THE FOUNDATION OF A LARGE GENERATOR, 52 FT (15.8 M)
 DP1508'SOUTHEAST OF THE CENTERLINE OF THE ACCESS DRIVE BETWEEN THE AVALON
 DP1508'ELEMENTARY SCHOOL AND THE FIREHOUSE, 40.6 FT (12.4 M) WEST OF THE
 DP1508'NORTHWEST ANGLE POINT OF A STUCCO WALL FOR THE GARAGES OF THE FIRST
 DP1508'AID VEHICLE BAYS.  THE STATION IS ABOUT 1 FT (0.3 M) ABOVE THE PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5306 ***********************************************************************
 DP5306  DESIGNATION -  5 J 3
 DP5306  PID         -  DP5306
 DP5306  STATE/COUNTY-  NJ/CAPE MAY
 DP5306  COUNTRY     -  US
 DP5306  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5306
 DP5306                         *CURRENT SURVEY CONTROL
 DP5306  ______________________________________________________________________
 DP5306* NAD 83(1986) POSITION- 39 13 45.38   (N) 074 37 46.41   (W)   HD_HELD1
 DP5306* NAVD 88 ORTHO HEIGHT -     2.568 (meters)        8.43  (feet) ADJUSTED
 DP5306  ______________________________________________________________________
 DP5306  GEOID HEIGHT    -        -34.772 (meters)                     GEOID18
 DP5306  DYNAMIC HEIGHT  -          2.567 (meters)        8.42  (feet) COMP
 DP5306  MODELED GRAVITY -    980,089.2   (mgal)                       NAVD 88
 DP5306
 DP5306  VERT ORDER      -  FIRST     CLASS II
 DP5306
 DP5306.The horizontal coordinates were determined by differentially corrected
 DP5306.hand held GPS observations or other comparable positioning techniques
 DP5306.and have an estimated accuracy of +/- 3 meters.
 DP5306
 DP5306.The orthometric height was determined by differential leveling and
 DP5306.adjusted by the NATIONAL GEODETIC SURVEY
 DP5306.in April 2015.
 DP5306
 DP5306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5306.GEOID18 height accuracy estimate available here.
 DP5306
 DP5306.Click photographs - Photos may exist for this station.
 DP5306
 DP5306.The dynamic height is computed by dividing the NAVD 88
 DP5306.geopotential number by the normal gravity value computed on the
 DP5306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5306.degrees latitude (g = 980.6199 gals.).
 DP5306
 DP5306.The modeled gravity was interpolated from observed gravity values.
 DP5306
 DP5306;                    North         East    Units  Estimated Accuracy
 DP5306;SPC NJ       -    43,959.2     138,814.3     MT  (+/- 3 meters HH1 GPS) 
 DP5306
 DP5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3197342285(NAD 83)
 DP5306
 DP5306                          SUPERSEDED SURVEY CONTROL
 DP5306
 DP5306.No superseded survey control is available for this station.
 DP5306
 DP5306_MARKER: DD = SURVEY DISK
 DP5306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5306_SP_SET: HANDICAP RAMP
 DP5306_STAMPING: 5 J 3
 DP5306_MARK LOGO: USACE
 DP5306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5306+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2023
 DP5306
 DP5306  HISTORY     - Date     Condition        Report By
 DP5306  HISTORY     - UNK      MONUMENTED       USACE
 DP5306  HISTORY     - 20140801 GOOD             NJGS
 DP5306  HISTORY     - 20230801 GOOD             NJGS
 DP5306
 DP5306                          STATION DESCRIPTION
 DP5306
 DP5306'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5306'THE STATION IS LOCATED ABOUT 10.1 KM (6.3 MI) NORTH-NORTHEAST FROM THE
 DP5306'CITY OF SEA ISLE CITY, 4.4 KM (2.7 MI) SOUTH-SOUTHEAST FROM THE
 DP5306'COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF OCEAN CITY,
 DP5306'NJ AT THE EAST END OF PAVING OF 51ST STREET.
 DP5306'
 DP5306'TO REACH THE STATION FROM THE INTERSECTION OF WEST AVENUE (COUNTY ROAD
 DP5306'619) AND 51ST STREET, GO SOUTHEAST ON 51ST STREET FOR 0.13 MI (0.2 KM)
 DP5306'TO THE END OF PAVED STREET AND THE STATION AHEAD, SET FLUSH IN A DRILL
 DP5306'HOLE AT THE TOP OF A CONCRETE HANDICAP RAMP LEADING EAST TO THE BEACH.
 DP5306'THE STATION IS 1.8 FT (0.5 M) SOUTHEAST FROM THE NORTHWEST EDGE OF THE
 DP5306'RAMP, 6.0 FT (1.8 M) NORTHEAST FROM THE EXTENDED CENTERLINE OF 51ST
 DP5306'STREET AND 11.9 FT (3.6 M) SOUTHWEST FROM THE NORTHEAST END OF THE
 DP5306'RAMP.
 DP5306'
 DP5306'THE STATION IS SET ABOUT 2.0 FT (0.6 M) ABOVE THE GROUND.
 DP5306
 DP5306                          STATION RECOVERY (2023)
 DP5306
 DP5306'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DP5306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5337 ***********************************************************************
 DP5337  DESIGNATION -  5 J 4
 DP5337  PID         -  DP5337
 DP5337  STATE/COUNTY-  NJ/CAPE MAY
 DP5337  COUNTRY     -  US
 DP5337  USGS QUAD   -  OCEAN CITY (2019)
 DP5337
 DP5337                         *CURRENT SURVEY CONTROL
 DP5337  ______________________________________________________________________
 DP5337* NAD 83(1986) POSITION- 39 17 10.75   (N) 074 34 08.03   (W)   HD_HELD1
 DP5337* NAVD 88 ORTHO HEIGHT -     1.823 (meters)        5.98  (feet) ADJUSTED
 DP5337  ______________________________________________________________________
 DP5337  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 DP5337  DYNAMIC HEIGHT  -          1.823 (meters)        5.98  (feet) COMP
 DP5337  MODELED GRAVITY -    980,099.2   (mgal)                       NAVD 88
 DP5337
 DP5337  VERT ORDER      -  FIRST     CLASS II
 DP5337
 DP5337.The horizontal coordinates were determined by differentially corrected
 DP5337.hand held GPS observations or other comparable positioning techniques
 DP5337.and have an estimated accuracy of +/- 3 meters.
 DP5337
 DP5337.The orthometric height was determined by differential leveling and
 DP5337.adjusted by the NATIONAL GEODETIC SURVEY
 DP5337.in April 2015.
 DP5337
 DP5337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5337.GEOID18 height accuracy estimate available here.
 DP5337
 DP5337.Click photographs - Photos may exist for this station.
 DP5337
 DP5337.The dynamic height is computed by dividing the NAVD 88
 DP5337.geopotential number by the normal gravity value computed on the
 DP5337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5337.degrees latitude (g = 980.6199 gals.).
 DP5337
 DP5337.The modeled gravity was interpolated from observed gravity values.
 DP5337
 DP5337;                    North         East    Units  Estimated Accuracy
 DP5337;SPC NJ       -    50,286.2     144,056.4     MT  (+/- 3 meters HH1 GPS) 
 DP5337
 DP5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3717948639(NAD 83)
 DP5337
 DP5337                          SUPERSEDED SURVEY CONTROL
 DP5337
 DP5337.No superseded survey control is available for this station.
 DP5337
 DP5337_MARKER: DD = SURVEY DISK
 DP5337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP5337_SP_SET: BRICK WALL
 DP5337_STAMPING: 5 J 4 2014
 DP5337_MARK LOGO: NJGS
 DP5337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5337+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DP5337
 DP5337  HISTORY     - Date     Condition        Report By
 DP5337  HISTORY     - 20140925 MONUMENTED       NJGS
 DP5337  HISTORY     - 20170814 GOOD             NJGS
 DP5337
 DP5337                          STATION DESCRIPTION
 DP5337
 DP5337'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5337'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF
 DP5337'PLEASANTVILLE, 4.3 MI (6.9 KM) EAST-NORTHEAST OF MARMORA AND 0.7 MI
 DP5337'(1.1 KM) NORTH-NORTHEAST OF OCEAN CITY, IN THE CITY OF OCEAN CITY.
 DP5337'
 DP5337'THE STATION IS SET VERTICALLY IN A DRILL HOLE AT THE BASE OF THE
 DP5337'SOUTHWEST FACE, AT THE SOUTHWEST CORNER OF A BRICK WALL FOR A 1-STORY
 DP5337'BUILDING (NUMBER 256) OF A WATER UTILITY COMPLEX ON THE NORTHWEST
 DP5337'CORNER OF THE JUNCTION OF THIRD STREET AND WEST AVENUE (COUNTY ROUTE
 DP5337'619).
 DP5337'
 DP5337'THE STATION IS 23.5 FT (7.2 M) NORTHEAST OF THE NORTHEAST CURB OF
 DP5337'THIRD STREET, 104.6 FT (31.9 M) NORTHWEST OF THE NORTHWEST CURB OF
 DP5337'WEST STREET, 34 FT (10.4 M) EAST OF POLE NUMBER 01519, 17.5 FT (5.3 M)
 DP5337'SOUTHEAST OF THE CENTERLINE OF AN ALLEY, 1 FT (0.3 M) SOUTHEAST OF THE
 DP5337'SOUTHWEST CORNER OF THE BUILDING.  THE STATION IS ABOUT 4 FT (1.2 M)
 DP5337'ABOVE THE LEVEL OF THE SIDEWALK.
 DP5337
 DP5337                          STATION RECOVERY (2017)
 DP5337
 DP5337'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5337'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9184 ***********************************************************************
 AH9184  DESIGNATION -  5 K 1
 AH9184  PID         -  AH9184
 AH9184  STATE/COUNTY-  NJ/CAPE MAY
 AH9184  COUNTRY     -  US
 AH9184  USGS QUAD   -  STONE HARBOR (2019)
 AH9184
 AH9184                         *CURRENT SURVEY CONTROL
 AH9184  ______________________________________________________________________
 AH9184* NAD 83(1986) POSITION- 39 04 08.9    (N) 074 47 18.3    (W)   HD_HELD2
 AH9184* NAVD 88 ORTHO HEIGHT -     1.462 (meters)        4.80  (feet) ADJUSTED
 AH9184  ______________________________________________________________________
 AH9184  GEOID HEIGHT    -        -35.260 (meters)                     GEOID18
 AH9184  DYNAMIC HEIGHT  -          1.461 (meters)        4.79  (feet) COMP
 AH9184  MODELED GRAVITY -    980,062.9   (mgal)                       NAVD 88
 AH9184
 AH9184  VERT ORDER      -  FIRST     CLASS II
 AH9184
 AH9184.The horizontal coordinates were established by autonomous hand held GPS
 AH9184.observations and have an estimated accuracy of +/- 10 meters.
 AH9184
 AH9184.The orthometric height was determined by differential leveling and
 AH9184.adjusted by the NATIONAL GEODETIC SURVEY
 AH9184.in March 2001.
 AH9184
 AH9184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9184.GEOID18 height accuracy estimate available here.
 AH9184
 AH9184.Click photographs - Photos may exist for this station.
 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       -    26,215.      125,042.      MT  (+/- 10 meters HH2 GPS)
 AH9184
 AH9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1830324470(NAD 83)
 AH9184
 AH9184                          SUPERSEDED SURVEY CONTROL
 AH9184
 AH9184.No superseded survey control is available for this station.
 AH9184
 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 - September 13, 2018
 AH9184
 AH9184  HISTORY     - Date     Condition        Report By
 AH9184  HISTORY     - 1997     MONUMENTED       NJGS
 AH9184  HISTORY     - 20180913 GOOD             PROFLN
 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.
 AH9184
 AH9184                          STATION RECOVERY (2018)
 AH9184
 AH9184'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2018 (JRO)
 AH9184'AT THE NORTHWEST END OF A LONG CURVE, ON THE SOUTHEAST LINE EXTENDED
 AH9184'OF HOUSE 791 (2-STORY GRAY FRAME).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1507 ***********************************************************************
 DP1507  DESIGNATION -  5 K 2
 DP1507  PID         -  DP1507
 DP1507  STATE/COUNTY-  NJ/CAPE MAY
 DP1507  COUNTRY     -  US
 DP1507  USGS QUAD   -  AVALON (2019)
 DP1507
 DP1507                         *CURRENT SURVEY CONTROL
 DP1507  ______________________________________________________________________
 DP1507* NAD 83(1986) POSITION- 39 05 49.79   (N) 074 43 31.10   (W)   HD_HELD1
 DP1507* NAVD 88 ORTHO HEIGHT -     2.784 (meters)        9.13  (feet) ADJUSTED
 DP1507  ______________________________________________________________________
 DP1507  GEOID HEIGHT    -        -35.216 (meters)                     GEOID18
 DP1507  DYNAMIC HEIGHT  -          2.783 (meters)        9.13  (feet) COMP
 DP1507  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 DP1507
 DP1507  VERT ORDER      -  FIRST     CLASS II
 DP1507
 DP1507.The horizontal coordinates were determined by differentially corrected
 DP1507.hand held GPS observations or other comparable positioning techniques
 DP1507.and have an estimated accuracy of +/- 3 meters.
 DP1507
 DP1507.The orthometric height was determined by differential leveling and
 DP1507.adjusted by the NATIONAL GEODETIC SURVEY
 DP1507.in August 2014.
 DP1507
 DP1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1507.GEOID18 height accuracy estimate available here.
 DP1507
 DP1507.Click photographs - Photos may exist for this station.
 DP1507
 DP1507.The dynamic height is computed by dividing the NAVD 88
 DP1507.geopotential number by the normal gravity value computed on the
 DP1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1507.degrees latitude (g = 980.6199 gals.).
 DP1507
 DP1507.The modeled gravity was interpolated from observed gravity values.
 DP1507
 DP1507;                    North         East    Units  Estimated Accuracy
 DP1507;SPC NJ       -    29,310.3     130,511.3     MT  (+/- 3 meters HH1 GPS) 
 DP1507
 DP1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2375327594(NAD 83)
 DP1507
 DP1507                          SUPERSEDED SURVEY CONTROL
 DP1507
 DP1507.No superseded survey control is available for this station.
 DP1507
 DP1507_MARKER: DD = SURVEY DISK
 DP1507_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1507_SP_SET: BRIDGE ABUTMENT
 DP1507_STAMPING: 5 K 2 2012
 DP1507_MARK LOGO: NJGS
 DP1507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1507+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1507
 DP1507  HISTORY     - Date     Condition        Report By
 DP1507  HISTORY     - 20120523 MONUMENTED       NJGS
 DP1507
 DP1507                          STATION DESCRIPTION
 DP1507
 DP1507'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1507'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF SEA
 DP1507'ISLE CITY, 3.7 MI (6.0 KM) NORTH-NORTHEAST OF STONE HARBOR AND IN THE
 DP1507'TOWN OF AVALON, NJ.
 DP1507'
 DP1507'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 DP1507'SOUTHEAST ABUTMENT, BEHIND THE METAL GUIDE RAIL OF THE 30TH STREET
 DP1507'(COUNTY ROUTE 601) SPANNING THE WATERWAY, NEAR THE NORTHEAST CORNER OF
 DP1507'THE JUNCTION OF 30TH STREET AND OCEAN DRIVE (COUNTY ROUTE 619).
 DP1507'
 DP1507'THE STATION IS 20 FT (6.1 M) NORTHWEST OF A POLE WITH NO NUMBER, 127
 DP1507'FT (38.7 M) WEST-NORTHWEST OF THE CENTERLINE OF OCEAN DRIVE, 85 FT
 DP1507'(25.9 M) SOUTHEAST OF THE CENTER OF THE BRIDGE SPAN, 35.5 FT (10.8 M)
 DP1507'NORTHWEST OF THE SOUTHWEST CORNER OF A 6 FT (1.8 M) HIGH ALUMINUM
 DP1507'ELECTRICAL BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5309 ***********************************************************************
 DP5309  DESIGNATION -  5 K 3
 DP5309  PID         -  DP5309
 DP5309  STATE/COUNTY-  NJ/CAPE MAY
 DP5309  COUNTRY     -  US
 DP5309  USGS QUAD   -  SEA ISLE CITY OE E (2019)
 DP5309
 DP5309                         *CURRENT SURVEY CONTROL
 DP5309  ______________________________________________________________________
 DP5309* NAD 83(1986) POSITION- 39 14 17.08   (N) 074 37 17.86   (W)   HD_HELD1
 DP5309* NAVD 88 ORTHO HEIGHT -     2.643 (meters)        8.67  (feet) ADJUSTED
 DP5309  ______________________________________________________________________
 DP5309  GEOID HEIGHT    -        -34.743 (meters)                     GEOID18
 DP5309  DYNAMIC HEIGHT  -          2.642 (meters)        8.67  (feet) COMP
 DP5309  MODELED GRAVITY -    980,090.8   (mgal)                       NAVD 88
 DP5309
 DP5309  VERT ORDER      -  FIRST     CLASS II
 DP5309
 DP5309.The horizontal coordinates were determined by differentially corrected
 DP5309.hand held GPS observations or other comparable positioning techniques
 DP5309.and have an estimated accuracy of +/- 3 meters.
 DP5309
 DP5309.The orthometric height was determined by differential leveling and
 DP5309.adjusted by the NATIONAL GEODETIC SURVEY
 DP5309.in April 2015.
 DP5309
 DP5309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5309.GEOID18 height accuracy estimate available here.
 DP5309
 DP5309.Click photographs - Photos may exist for this station.
 DP5309
 DP5309.The dynamic height is computed by dividing the NAVD 88
 DP5309.geopotential number by the normal gravity value computed on the
 DP5309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5309.degrees latitude (g = 980.6199 gals.).
 DP5309
 DP5309.The modeled gravity was interpolated from observed gravity values.
 DP5309
 DP5309;                    North         East    Units  Estimated Accuracy
 DP5309;SPC NJ       -    44,935.7     139,500.3     MT  (+/- 3 meters HH1 GPS) 
 DP5309
 DP5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3265343265(NAD 83)
 DP5309
 DP5309                          SUPERSEDED SURVEY CONTROL
 DP5309
 DP5309.No superseded survey control is available for this station.
 DP5309
 DP5309_MARKER: DD = SURVEY DISK
 DP5309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5309_SP_SET: RAMP
 DP5309_STAMPING: 5 K 3
 DP5309_MARK LOGO: USACE
 DP5309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5309+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP5309
 DP5309  HISTORY     - Date     Condition        Report By
 DP5309  HISTORY     - UNK      MONUMENTED       USACE
 DP5309  HISTORY     - 20140801 GOOD             NJGS
 DP5309
 DP5309                          STATION DESCRIPTION
 DP5309
 DP5309'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5309'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH-NORTHEAST FROM THE
 DP5309'CITY OF SEA ISLE CITY, 3.8 KM (2.4 MI) SOUTH-SOUTHEAST FROM THE
 DP5309'COMMUNITY OF MARMORA AND IN THE CITY OF OCEAN CITY, NJ AT THE EAST END
 DP5309'OF PAVING OF 44TH STREET.
 DP5309'
 DP5309'TO REACH THE STATION FROM THE INTERSECTION OF WEST AVENUE, COUNTY ROAD
 DP5309'619 AND 44TH STREET, GO SOUTHEAST ON 44TH STREET FOR 0.14 MI (0.2 KM)
 DP5309'TO THE END OF PAVED STREET AND THE STATION AHEAD, SET FLUSH IN A DRILL
 DP5309'HOLE AT THE SOUTHEAST CORNER OF AN ELEVATED CONCRETE RAMP LEADING TO A
 DP5309'WOOD PLANK BEACH ACCESS.
 DP5309'
 DP5309'THE STATION IS 7.0 FT (2.1 M) SOUTHEAST FROM THE NORTHWEST EDGE OF THE
 DP5309'CONCRETE RAMP, 90.9 FT (27.7 M) SOUTHEAST FROM A STOP SIGN AT THE
 DP5309'SOUTHEAST CORNER OF THE INTERSECTION OF CENTRAL AVENUE AND 44TH STREET
 DP5309'AND 16.6 FT (5.1 M) SOUTHWEST FROM THE NORTHEAST CURB LINE OF 44TH
 DP5309'STREET.
 DP5309'
 DP5309'THE STATION IS ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF 44TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5338 ***********************************************************************
 DP5338  DESIGNATION -  5 K 4
 DP5338  PID         -  DP5338
 DP5338  STATE/COUNTY-  NJ/CAPE MAY
 DP5338  COUNTRY     -  US
 DP5338  USGS QUAD   -  OCEAN CITY (2019)
 DP5338
 DP5338                         *CURRENT SURVEY CONTROL
 DP5338  ______________________________________________________________________
 DP5338* NAD 83(1986) POSITION- 39 17 50.03   (N) 074 33 23.42   (W)   HD_HELD1
 DP5338* NAVD 88 ORTHO HEIGHT -     3.564 (meters)       11.69  (feet) ADJUSTED
 DP5338  ______________________________________________________________________
 DP5338  GEOID HEIGHT    -        -34.564 (meters)                     GEOID18
 DP5338  DYNAMIC HEIGHT  -          3.562 (meters)       11.69  (feet) COMP
 DP5338  MODELED GRAVITY -    980,100.8   (mgal)                       NAVD 88
 DP5338
 DP5338  VERT ORDER      -  FIRST     CLASS II
 DP5338
 DP5338.The horizontal coordinates were determined by differentially corrected
 DP5338.hand held GPS observations or other comparable positioning techniques
 DP5338.and have an estimated accuracy of +/- 3 meters.
 DP5338
 DP5338.The orthometric height was determined by differential leveling and
 DP5338.adjusted by the NATIONAL GEODETIC SURVEY
 DP5338.in April 2015.
 DP5338
 DP5338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5338.GEOID18 height accuracy estimate available here.
 DP5338
 DP5338.Click photographs - Photos may exist for this station.
 DP5338
 DP5338.The dynamic height is computed by dividing the NAVD 88
 DP5338.geopotential number by the normal gravity value computed on the
 DP5338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5338.degrees latitude (g = 980.6199 gals.).
 DP5338
 DP5338.The modeled gravity was interpolated from observed gravity values.
 DP5338
 DP5338;                    North         East    Units  Estimated Accuracy
 DP5338;SPC NJ       -    51,496.7     145,126.2     MT  (+/- 3 meters HH1 GPS) 
 DP5338
 DP5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3824149855(NAD 83)
 DP5338
 DP5338                          SUPERSEDED SURVEY CONTROL
 DP5338
 DP5338.No superseded survey control is available for this station.
 DP5338
 DP5338_MARKER: DD = SURVEY DISK
 DP5338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5338_SP_SET: BRIDGE ABUTMENT
 DP5338_STAMPING: 5 K 4 2014
 DP5338_MARK LOGO: NJGS
 DP5338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5338+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 DP5338
 DP5338  HISTORY     - Date     Condition        Report By
 DP5338  HISTORY     - 20140930 MONUMENTED       NJGS
 DP5338
 DP5338                          STATION DESCRIPTION
 DP5338
 DP5338'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5338'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF
 DP5338'PLEASANTVILLE, 5.2 MI (8.4 KM) EAST-NORTHEAST OF MARMORA AND 1.7 MI
 DP5338'(2.7 KM) NORTHEAST OF OCEAN CITY, IN OCEAN CITY.
 DP5338'
 DP5338'THE STATION IS SET IN A DRILL HOLE IN THE EAST FACE OF THE SOUTH
 DP5338'CONCRETE ABUTMENT, LOWER THAN THE ROADWAY FOR THE OCEAN DRIVE BRIDGE
 DP5338'SPANNING THE GREAT EGG HARBOR INLET.
 DP5338'
 DP5338'THE STATION IS ABOUT 4 FT (1.2 M) DOWN FROM THE TOP OF THE BALUSTRADE,
 DP5338'21 FT (6.4 M) SOUTH OF LIGHT POLE NUMBER 3 ON THE NORTH BOUND LANES,
 DP5338'116 FT (35.4 M) NORTH-NORTHEAST OF THE SOUTH END OF THE CONCRETE
 DP5338'BALUSTRADE, 84 FT (25.6 M) NORTHEAST OF LIGHT POLE NUMBER 2, 255 FT
 DP5338'(77.7 M) NORTHEAST OF THE CENTERLINE OF NEW CASTLE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9185 ***********************************************************************
 AH9185  DESIGNATION -  5 L 1
 AH9185  PID         -  AH9185
 AH9185  STATE/COUNTY-  NJ/CAPE MAY
 AH9185  COUNTRY     -  US
 AH9185  USGS QUAD   -  STONE HARBOR (2019)
 AH9185
 AH9185                         *CURRENT SURVEY CONTROL
 AH9185  ______________________________________________________________________
 AH9185* NAD 83(1986) POSITION- 39 04 57.79   (N) 074 48 40.73   (W)   HD_HELD1
 AH9185* NAVD 88 ORTHO HEIGHT -     2.944 (meters)        9.66  (feet) ADJUSTED
 AH9185  ______________________________________________________________________
 AH9185  GEOID HEIGHT    -        -35.194 (meters)                     GEOID18
 AH9185  DYNAMIC HEIGHT  -          2.942 (meters)        9.65  (feet) COMP
 AH9185  MODELED GRAVITY -    980,065.4   (mgal)                       NAVD 88
 AH9185
 AH9185  VERT ORDER      -  FIRST     CLASS II
 AH9185
 AH9185.The horizontal coordinates were determined by differentially corrected
 AH9185.hand held GPS observations or other comparable positioning techniques
 AH9185.and have an estimated accuracy of +/- 3 meters.
 AH9185
 AH9185.The orthometric height was determined by differential leveling and
 AH9185.adjusted by the NATIONAL GEODETIC SURVEY
 AH9185.in March 2001.
 AH9185
 AH9185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9185.GEOID18 height accuracy estimate available here.
 AH9185
 AH9185.Click photographs - Photos may exist for this station.
 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       -    27,728.9     123,066.1     MT  (+/- 3 meters HH1 GPS) 
 AH9185
 AH9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1631925973(NAD 83)
 AH9185
 AH9185                          SUPERSEDED SURVEY CONTROL
 AH9185
 AH9185.No superseded survey control is available for this station.
 AH9185
 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  HISTORY     - 20080617 GOOD             UE
 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.
 AH9185
 AH9185                          STATION RECOVERY (2008)
 AH9185
 AH9185'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 AH9185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1503 ***********************************************************************
 DP1503  DESIGNATION -  5 L 2
 DP1503  PID         -  DP1503
 DP1503  STATE/COUNTY-  NJ/CAPE MAY
 DP1503  COUNTRY     -  US
 DP1503  USGS QUAD   -  AVALON (2019)
 DP1503
 DP1503                         *CURRENT SURVEY CONTROL
 DP1503  ______________________________________________________________________
 DP1503* NAD 83(1986) POSITION- 39 06 11.00   (N) 074 43 15.22   (W)   HD_HELD1
 DP1503* NAVD 88 ORTHO HEIGHT -     2.298 (meters)        7.54  (feet) ADJUSTED
 DP1503  ______________________________________________________________________
 DP1503  GEOID HEIGHT    -        -35.198 (meters)                     GEOID18
 DP1503  DYNAMIC HEIGHT  -          2.296 (meters)        7.53  (feet) COMP
 DP1503  MODELED GRAVITY -    980,066.3   (mgal)                       NAVD 88
 DP1503
 DP1503  VERT ORDER      -  FIRST     CLASS II
 DP1503
 DP1503.The horizontal coordinates were determined by differentially corrected
 DP1503.hand held GPS observations or other comparable positioning techniques
 DP1503.and have an estimated accuracy of +/- 3 meters.
 DP1503
 DP1503.The orthometric height was determined by differential leveling and
 DP1503.adjusted by the NATIONAL GEODETIC SURVEY
 DP1503.in August 2014.
 DP1503
 DP1503.No vertical observational check was made to the station.
 DP1503
 DP1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1503.GEOID18 height accuracy estimate available here.
 DP1503
 DP1503.Click photographs - Photos may exist for this station.
 DP1503
 DP1503.The dynamic height is computed by dividing the NAVD 88
 DP1503.geopotential number by the normal gravity value computed on the
 DP1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1503.degrees latitude (g = 980.6199 gals.).
 DP1503
 DP1503.The modeled gravity was interpolated from observed gravity values.
 DP1503
 DP1503;                    North         East    Units  Estimated Accuracy
 DP1503;SPC NJ       -    29,963.4     130,894.4     MT  (+/- 3 meters HH1 GPS) 
 DP1503
 DP1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2413328249(NAD 83)
 DP1503
 DP1503                          SUPERSEDED SURVEY CONTROL
 DP1503
 DP1503.No superseded survey control is available for this station.
 DP1503
 DP1503_MARKER: DD = SURVEY DISK
 DP1503_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1503_SP_SET: BRIDGE ABUTMENT
 DP1503_STAMPING: 5 L 2 2012
 DP1503_MARK LOGO: NJGS
 DP1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1503+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1503
 DP1503  HISTORY     - Date     Condition        Report By
 DP1503  HISTORY     - 20120523 MONUMENTED       NJGS
 DP1503
 DP1503                          STATION DESCRIPTION
 DP1503
 DP1503'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1503'THE STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTH-NORTHEAST OF STONE
 DP1503'HARBOR, 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND IN THE
 DP1503'TOWN OF AVALON, NJ.
 DP1503'
 DP1503'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST SIDE OF THE
 DP1503'NORTHWEST EXPOSED ABUTMENT IN THE SIDEWALK OF THE 21ST STREET BRIDGE
 DP1503'SPANNING A WATERWAY, ABOUT 250 FT (76.2 M) NORTHWEST OF THE CENTERLINE
 DP1503'OF OCEAN DRIVE.
 DP1503'
 DP1503'THE STATION IS 100 FT (30.5 M) SOUTHEAST OF THE CENTERLINE OF HARBOR
 DP1503'AVENUE, 71 FT (21.6 M) NORTHWEST OF THE CENTER OF THE BRIDGE SPAN,
 DP1503'23.5 FT (7.2 M) SOUTHWEST OF THE CENTERLINE OF 21ST STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5308 ***********************************************************************
 DP5308  DESIGNATION -  5 L 3
 DP5308  PID         -  DP5308
 DP5308  STATE/COUNTY-  NJ/CAPE MAY
 DP5308  COUNTRY     -  US
 DP5308  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5308
 DP5308                         *CURRENT SURVEY CONTROL
 DP5308  ______________________________________________________________________
 DP5308* NAD 83(1986) POSITION- 39 14 19.64   (N) 074 37 39.20   (W)   HD_HELD1
 DP5308* NAVD 88 ORTHO HEIGHT -     3.171 (meters)       10.40  (feet) ADJUSTED
 DP5308  ______________________________________________________________________
 DP5308  GEOID HEIGHT    -        -34.734 (meters)                     GEOID18
 DP5308  DYNAMIC HEIGHT  -          3.169 (meters)       10.40  (feet) COMP
 DP5308  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 DP5308
 DP5308  VERT ORDER      -  FIRST     CLASS II
 DP5308
 DP5308.The horizontal coordinates were determined by differentially corrected
 DP5308.hand held GPS observations or other comparable positioning techniques
 DP5308.and have an estimated accuracy of +/- 3 meters.
 DP5308
 DP5308.The orthometric height was determined by differential leveling and
 DP5308.adjusted by the NATIONAL GEODETIC SURVEY
 DP5308.in April 2015.
 DP5308
 DP5308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5308.GEOID18 height accuracy estimate available here.
 DP5308
 DP5308.Click photographs - Photos may exist for this station.
 DP5308
 DP5308.The dynamic height is computed by dividing the NAVD 88
 DP5308.geopotential number by the normal gravity value computed on the
 DP5308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5308.degrees latitude (g = 980.6199 gals.).
 DP5308
 DP5308.The modeled gravity was interpolated from observed gravity values.
 DP5308
 DP5308;                    North         East    Units  Estimated Accuracy
 DP5308;SPC NJ       -    45,015.4     138,988.7     MT  (+/- 3 meters HH1 GPS) 
 DP5308
 DP5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3214143341(NAD 83)
 DP5308
 DP5308                          SUPERSEDED SURVEY CONTROL
 DP5308
 DP5308.No superseded survey control is available for this station.
 DP5308
 DP5308_MARKER: DD = SURVEY DISK
 DP5308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP5308_SP_SET: ANTENNA BASE
 DP5308_STAMPING: 5 L 3 2014
 DP5308_MARK LOGO: NJGS
 DP5308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5308+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP5308
 DP5308  HISTORY     - Date     Condition        Report By
 DP5308  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5308
 DP5308                          STATION DESCRIPTION
 DP5308
 DP5308'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5308'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF SEA
 DP5308'ISLE CITY, 3.9 MI (6.3 KM) SOUTHWEST OF OCEAN CITY AND 2.1 MI (3.4 KM)
 DP5308'SOUTH-SOUTHEAST OF MARMORA, IN OCEAN CITY.
 DP5308'
 DP5308'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A 15 FT
 DP5308'(4.6 M) SQUARE CONCRETE BASE FOR A LARGE ANTENNA MAST ON THE GROUNDS
 DP5308'OF THE CAPE MAY COUNTY MUNICIPAL UTILITY AUTHORITY SEWER PLANT.
 DP5308'
 DP5308'TO REACH FROM THE INTERSECTION OF 34TH STREET AND WEST AVENUE (COUNTY
 DP5308'ROUTE 619), GO 1.3 MI (2.1 KM) SOUTH-SOUTHWEST ON WEST AVENUE TO THE
 DP5308'JUNCTION WITH 46TH STREET.  TURN RIGHT ON 46TH STREET AND GO 0.2 MI
 DP5308'(0.3 KM) WEST ON THE COMPLEX ROAD TO THE TOWER AND STATION ON THE
 DP5308'RIGHT.
 DP5308'
 DP5308'THE STATION IS 76.5 FT (23.3 M) SOUTH-SOUTHWEST OF THE SOUTHWEST
 DP5308'CORNER OF A 3-BAY GARAGE ATTACHED TO THE SOUTH SIDE OF THE
 DP5308'ADMINISTRATION BUILDING, 71 FT (21.6 M) EAST-SOUTHEAST OF THE EAST
 DP5308'EDGE OF PAVING, 61.5 FT (18.7 M) NORTHEAST OF THE NORTH EDGE OF PAVING
 DP5308'OF THE DRIVE, 3 FT (0.9 M) NORTH OF THE NORTH ANTENNA LEG.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5339 ***********************************************************************
 DP5339  DESIGNATION -  5 L 4
 DP5339  PID         -  DP5339
 DP5339  STATE/COUNTY-  NJ/CAPE MAY
 DP5339  COUNTRY     -  US
 DP5339  USGS QUAD   -  OCEAN CITY (2019)
 DP5339
 DP5339                         *CURRENT SURVEY CONTROL
 DP5339  ______________________________________________________________________
 DP5339* NAD 83(1986) POSITION- 39 17 49.59   (N) 074 33 24.44   (W)   HD_HELD1
 DP5339* NAVD 88 ORTHO HEIGHT -     3.066 (meters)       10.06  (feet) ADJUSTED
 DP5339  ______________________________________________________________________
 DP5339  GEOID HEIGHT    -        -34.565 (meters)                     GEOID18
 DP5339  DYNAMIC HEIGHT  -          3.065 (meters)       10.06  (feet) COMP
 DP5339  MODELED GRAVITY -    980,100.8   (mgal)                       NAVD 88
 DP5339
 DP5339  VERT ORDER      -  FIRST     CLASS II
 DP5339
 DP5339.The horizontal coordinates were determined by differentially corrected
 DP5339.hand held GPS observations or other comparable positioning techniques
 DP5339.and have an estimated accuracy of +/- 3 meters.
 DP5339
 DP5339.The orthometric height was determined by differential leveling and
 DP5339.adjusted by the NATIONAL GEODETIC SURVEY
 DP5339.in April 2015.
 DP5339
 DP5339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5339.GEOID18 height accuracy estimate available here.
 DP5339
 DP5339.Click photographs - Photos may exist for this station.
 DP5339
 DP5339.The dynamic height is computed by dividing the NAVD 88
 DP5339.geopotential number by the normal gravity value computed on the
 DP5339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5339.degrees latitude (g = 980.6199 gals.).
 DP5339
 DP5339.The modeled gravity was interpolated from observed gravity values.
 DP5339
 DP5339;                    North         East    Units  Estimated Accuracy
 DP5339;SPC NJ       -    51,483.2     145,101.7     MT  (+/- 3 meters HH1 GPS) 
 DP5339
 DP5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3821749841(NAD 83)
 DP5339
 DP5339                          SUPERSEDED SURVEY CONTROL
 DP5339
 DP5339.No superseded survey control is available for this station.
 DP5339
 DP5339_MARKER: DD = SURVEY DISK
 DP5339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5339_SP_SET: SIDEWALK
 DP5339_STAMPING: 5 L 4 2014
 DP5339_MARK LOGO: NJDT
 DP5339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5339+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 DP5339
 DP5339  HISTORY     - Date     Condition        Report By
 DP5339  HISTORY     - UNK      MONUMENTED       NJDT
 DP5339  HISTORY     - 20140930 GOOD             NJGS
 DP5339
 DP5339                          STATION DESCRIPTION
 DP5339
 DP5339'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5339'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF
 DP5339'PLEASANTVILLE, 5.2 MI (8.4 KM) EAST-NORTHEAST OF MARMORA AND 1.7 MI
 DP5339'(2.7 KM) NORTHEAST OF OCEAN CITY, IN OCEAN CITY.
 DP5339'
 DP5339'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK LEADING TO THE
 DP5339'BRIDGE TENDER BUILDING ON THE WEST SIDE OF THE APPROACH TO THE OCEAN
 DP5339'DRIVE BRIDGE SPANNING THE EGG HARBOR INLET.
 DP5339'
 DP5339'THE STATION IS 4.5 FT (1.4 M) NORTH-NORTHEAST OF LIGHT POLE NUMBER 5,
 DP5339'39.5 FT (12.0 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE GARAGE FOR
 DP5339'THE BRIDGE TENDER BUILDING, 22 FT (6.7 M) WEST-NORTHWEST OF THE WEST
 DP5339'LANE OF THE SOUTH BOUND LANES, 44 FT (13.4 M) NORTH OF THE NORTHWEST
 DP5339'CORNER OF THE TOLL BOOTH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9186 ***********************************************************************
 AH9186  DESIGNATION -  5 M 1
 AH9186  PID         -  AH9186
 AH9186  STATE/COUNTY-  NJ/CAPE MAY
 AH9186  COUNTRY     -  US
 AH9186  USGS QUAD   -  STONE HARBOR (2019)
 AH9186
 AH9186                         *CURRENT SURVEY CONTROL
 AH9186  ______________________________________________________________________
 AH9186* NAD 83(1986) POSITION- 39 01 34.0    (N) 074 48 29.5    (W)   HD_HELD2
 AH9186* NAVD 88 ORTHO HEIGHT -     4.952 (meters)       16.25  (feet) ADJUSTED
 AH9186  ______________________________________________________________________
 AH9186  GEOID HEIGHT    -        -35.378 (meters)                     GEOID18
 AH9186  DYNAMIC HEIGHT  -          4.949 (meters)       16.24  (feet) COMP
 AH9186  MODELED GRAVITY -    980,056.9   (mgal)                       NAVD 88
 AH9186
 AH9186  VERT ORDER      -  FIRST     CLASS II
 AH9186
 AH9186.The horizontal coordinates were established by autonomous hand held GPS
 AH9186.observations and have an estimated accuracy of +/- 10 meters.
 AH9186
 AH9186.The orthometric height was determined by differential leveling and
 AH9186.adjusted by the NATIONAL GEODETIC SURVEY
 AH9186.in March 2001.
 AH9186
 AH9186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9186.GEOID18 height accuracy estimate available here.
 AH9186
 AH9186.Click photographs - Photos may exist for this station.
 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       -    21,444.      123,315.      MT  (+/- 10 meters HH2 GPS)
 AH9186
 AH9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1660219691(NAD 83)
 AH9186
 AH9186                          SUPERSEDED SURVEY CONTROL
 AH9186
 AH9186.No superseded survey control is available for this station.
 AH9186
 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 01, 2019
 AH9186
 AH9186  HISTORY     - Date     Condition        Report By
 AH9186  HISTORY     - 1997     MONUMENTED       NJGS
 AH9186  HISTORY     - 19980914 GOOD             NJGS
 AH9186  HISTORY     - 20071007 GOOD             GEOCAC
 AH9186  HISTORY     - 20190901 GOOD             PROFLN
 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.
 AH9186
 AH9186                          STATION RECOVERY (2007)
 AH9186
 AH9186'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AH9186'RECOVERED IN GOOD CONDITION.
 AH9186
 AH9186                          STATION RECOVERY (2019)
 AH9186
 AH9186'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 AH9186'BETWEEN TWO EXPANSION JOINTS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1504 ***********************************************************************
 DP1504  DESIGNATION -  5 M 2
 DP1504  PID         -  DP1504
 DP1504  STATE/COUNTY-  NJ/CAPE MAY
 DP1504  COUNTRY     -  US
 DP1504  USGS QUAD   -  AVALON (2019)
 DP1504
 DP1504                         *CURRENT SURVEY CONTROL
 DP1504  ______________________________________________________________________
 DP1504* NAD 83(1986) POSITION- 39 06 01.76   (N) 074 43 23.08   (W)   HD_HELD1
 DP1504* NAVD 88 ORTHO HEIGHT -     2.350 (meters)        7.71  (feet) ADJUSTED
 DP1504  ______________________________________________________________________
 DP1504  GEOID HEIGHT    -        -35.206 (meters)                     GEOID18
 DP1504  DYNAMIC HEIGHT  -          2.349 (meters)        7.71  (feet) COMP
 DP1504  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 DP1504
 DP1504  VERT ORDER      -  FIRST     CLASS II
 DP1504
 DP1504.The horizontal coordinates were determined by differentially corrected
 DP1504.hand held GPS observations or other comparable positioning techniques
 DP1504.and have an estimated accuracy of +/- 3 meters.
 DP1504
 DP1504.The orthometric height was determined by differential leveling and
 DP1504.adjusted by the NATIONAL GEODETIC SURVEY
 DP1504.in August 2014.
 DP1504
 DP1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1504.GEOID18 height accuracy estimate available here.
 DP1504
 DP1504.Click photographs - Photos may exist for this station.
 DP1504
 DP1504.The dynamic height is computed by dividing the NAVD 88
 DP1504.geopotential number by the normal gravity value computed on the
 DP1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1504.degrees latitude (g = 980.6199 gals.).
 DP1504
 DP1504.The modeled gravity was interpolated from observed gravity values.
 DP1504
 DP1504;                    North         East    Units  Estimated Accuracy
 DP1504;SPC NJ       -    29,679.0     130,704.9     MT  (+/- 3 meters HH1 GPS) 
 DP1504
 DP1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2394527964(NAD 83)
 DP1504
 DP1504                          SUPERSEDED SURVEY CONTROL
 DP1504
 DP1504.No superseded survey control is available for this station.
 DP1504
 DP1504_MARKER: DD = SURVEY DISK
 DP1504_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1504_SP_SET: BRIDGE ABUTMENT
 DP1504_STAMPING: 5 M 2 2012
 DP1504_MARK LOGO: NJGS
 DP1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1504+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1504
 DP1504  HISTORY     - Date     Condition        Report By
 DP1504  HISTORY     - 20120523 MONUMENTED       NJGS
 DP1504
 DP1504                          STATION DESCRIPTION
 DP1504
 DP1504'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1504'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF SEA
 DP1504'ISLE CITY, 3.9 MI (6.3 KM) NORTH-NORTHEAST OF STONE HARBOR AND IN THE
 DP1504'TOWN OF AVALON, NJ.
 DP1504'
 DP1504'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 DP1504'NORTHWEST EXPOSED ABUTMENT IN THE SIDEWALK OF THE 25TH STREET BRIDGE
 DP1504'SPANNING A WATERWAY, ABOUT 260 FT (79.2 M) NORTHWEST OF THE CENTERLINE
 DP1504'OF OCEAN DRIVE.
 DP1504'
 DP1504'THE STATION IS 71 FT (21.6 M) NORTHWEST OF THE CENTER OF THE BRIDGE
 DP1504'SPAN, 21 FT (6.4 M) SOUTHWEST OF THE CENTERLINE OF 25TH STREET, 49 FT
 DP1504'(14.9 M) SOUTH-SOUTHWEST AND ACROSS THE STREET FROM POLE NUMBER
 DP1504'BT421AV WEST 6851.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7320 ***********************************************************************
 DQ7320  DESIGNATION -  5 M 4
 DQ7320  PID         -  DQ7320
 DQ7320  STATE/COUNTY-  NJ/CAPE MAY
 DQ7320  COUNTRY     -  US
 DQ7320  USGS QUAD   -  OCEAN CITY (2019)
 DQ7320
 DQ7320                         *CURRENT SURVEY CONTROL
 DQ7320  ______________________________________________________________________
 DQ7320* NAD 83(1986) POSITION- 39 18 17.56   (N) 074 35 46.61   (W)   HD_HELD1
 DQ7320* NAVD 88 ORTHO HEIGHT -    22.395 (meters)       73.47  (feet) ADJUSTED
 DQ7320  ______________________________________________________________________
 DQ7320  GEOID HEIGHT    -        -34.491 (meters)                     GEOID18
 DQ7320  DYNAMIC HEIGHT  -         22.383 (meters)       73.43  (feet) COMP
 DQ7320  MODELED GRAVITY -    980,102.9   (mgal)                       NAVD 88
 DQ7320
 DQ7320  VERT ORDER      -  FIRST     CLASS II
 DQ7320
 DQ7320.The horizontal coordinates were determined by differentially corrected
 DQ7320.hand held GPS observations or other comparable positioning techniques
 DQ7320.and have an estimated accuracy of +/- 3 meters.
 DQ7320
 DQ7320.The orthometric height was determined by differential leveling and
 DQ7320.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7320.in June 2018.
 DQ7320
 DQ7320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7320.GEOID18 height accuracy estimate available here.
 DQ7320
 DQ7320.Click photographs - Photos may exist for this station.
 DQ7320
 DQ7320.The dynamic height is computed by dividing the NAVD 88
 DQ7320.geopotential number by the normal gravity value computed on the
 DQ7320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7320.degrees latitude (g = 980.6199 gals.).
 DQ7320
 DQ7320.The modeled gravity was interpolated from observed gravity values.
 DQ7320
 DQ7320;                    North         East    Units  Estimated Accuracy
 DQ7320;SPC NJ       -    52,348.5     141,696.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7320
 DQ7320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3480850687(NAD 83)
 DQ7320
 DQ7320                          SUPERSEDED SURVEY CONTROL
 DQ7320
 DQ7320.No superseded survey control is available for this station.
 DQ7320
 DQ7320_MARKER: DD = SURVEY DISK
 DQ7320_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ7320_SP_SET: GUARD RAIL BASE
 DQ7320_STAMPING: 5 M 4 2017
 DQ7320_MARK LOGO: NJGS
 DQ7320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7320+STABILITY: SURFACE MOTION
 DQ7320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7320+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7320
 DQ7320  HISTORY     - Date     Condition        Report By
 DQ7320  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7320
 DQ7320                          STATION DESCRIPTION
 DQ7320
 DQ7320'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7320'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF
 DQ7320'PLEASANTVILLE, 3.7 MI (6.0 KM) NORTHEAST OF MARMORA AND 2.3 MI (3.7
 DQ7320'KM) NORTH-NORTHWEST OF OCEAN CITY, IN OCEAN CITY.
 DQ7320'
 DQ7320'THE STATION IS SET IN A DRILL HOLE IN THE CONCRETE GUARD RAIL BASE FOR
 DQ7320'THE SOUTHBOUND LANES OF THE NEW JERSEY ROUTE 52 BRIDGE (HOWARD S.
 DQ7320'STAINTON MEMORIAL CAUSEWAY) SPANNING SHIP CHANNEL OF THE GREAT EGG
 DQ7320'HARBOR BAY LEADING INTO OCEAN CITY AND NEAR THE APEX OF THE BRIDGE.
 DQ7320'
 DQ7320'THE STATION IS OPPOSITE AND ABOUT 38 FT (11.6 M) SOUTHWEST OF A
 DQ7320'TRAFFIC CAMERA MAST IN THE CENTER MEDIAN DIVIDE FOR THE OPPOSING
 DQ7320'LANES, 21 FT (6.4 M) SOUTHWEST OF THE CENTERLINE OF SOUTHBOUND LANES
 DQ7320'OF ROUTE 52, 0.5 FT (15 CM) NORTHEAST OF THE NORTHEAST EDGE OF THE
 DQ7320'BASE, 165 FT (50.3 M) NORTHWEST OF THE CENTER OF A PEDESTRIAN OUT
 DQ7320'COVE, 9.6 FT (2.9 M) NORTHWEST OF AN EXPANSION JOINT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5310 ***********************************************************************
 DP5310  DESIGNATION -  5 M 5
 DP5310  PID         -  DP5310
 DP5310  STATE/COUNTY-  NJ/CAPE MAY
 DP5310  COUNTRY     -  US
 DP5310  USGS QUAD   -  SEA ISLE CITY OE E (2019)
 DP5310
 DP5310                         *CURRENT SURVEY CONTROL
 DP5310  ______________________________________________________________________
 DP5310* NAD 83(1986) POSITION- 39 14 35.91   (N) 074 37 03.16   (W)   HD_HELD1
 DP5310* NAVD 88 ORTHO HEIGHT -     1.650 (meters)        5.41  (feet) ADJUSTED
 DP5310  ______________________________________________________________________
 DP5310  GEOID HEIGHT    -        -34.725 (meters)                     GEOID18
 DP5310  DYNAMIC HEIGHT  -          1.649 (meters)        5.41  (feet) COMP
 DP5310  MODELED GRAVITY -    980,091.8   (mgal)                       NAVD 88
 DP5310
 DP5310  VERT ORDER      -  FIRST     CLASS II
 DP5310
 DP5310.The horizontal coordinates were determined by differentially corrected
 DP5310.hand held GPS observations or other comparable positioning techniques
 DP5310.and have an estimated accuracy of +/- 3 meters.
 DP5310
 DP5310.The orthometric height was determined by differential leveling and
 DP5310.adjusted by the NATIONAL GEODETIC SURVEY
 DP5310.in April 2015.
 DP5310
 DP5310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5310.GEOID18 height accuracy estimate available here.
 DP5310
 DP5310.Click photographs - Photos may exist for this station.
 DP5310
 DP5310.The dynamic height is computed by dividing the NAVD 88
 DP5310.geopotential number by the normal gravity value computed on the
 DP5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5310.degrees latitude (g = 980.6199 gals.).
 DP5310
 DP5310.The modeled gravity was interpolated from observed gravity values.
 DP5310
 DP5310;                    North         East    Units  Estimated Accuracy
 DP5310;SPC NJ       -    45,515.9     139,853.5     MT  (+/- 3 meters HH1 GPS) 
 DP5310
 DP5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3300343847(NAD 83)
 DP5310
 DP5310                          SUPERSEDED SURVEY CONTROL
 DP5310
 DP5310.No superseded survey control is available for this station.
 DP5310
 DP5310_MARKER: DD = SURVEY DISK
 DP5310_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5310_SP_SET: CURB
 DP5310_STAMPING: 5 M 5 2014
 DP5310_MARK LOGO: NJGS
 DP5310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5310+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2023
 DP5310
 DP5310  HISTORY     - Date     Condition        Report By
 DP5310  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5310  HISTORY     - 20230828 GOOD             NJGS
 DP5310
 DP5310                          STATION DESCRIPTION
 DP5310
 DP5310'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5310'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF SEA
 DP5310'ISLE CITY, 3.3 MI (5.3 KM) SOUTHWEST OF OCEAN CITY AND 2.2 MI (3.5 KM)
 DP5310'SOUTHEAST OF MARMORA, IN OCEAN CITY.
 DP5310'
 DP5310'THE STATION IS SET IN A DRILL HOLE IN THE CURB ON THE SOUTHWEST CORNER
 DP5310'OF THE JUNCTION OF CENTRAL AVENUE AND 40TH STREET, ACROSS FROM OLD
 DP5310'LADY OF GOOD COUNSEL.
 DP5310'
 DP5310'THE STATION IS 41 FT (12.5 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DP5310'CENTRAL AVENUE, 17.5 FT (5.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DP5310'40TH STREET, 6.5 FT (2.0 M) WEST OF THE CENTER OF AN INLET, 20.2 FT
 DP5310'(6.2 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH TO HOUSE
 DP5310'NUMBER 4000, 102 FT (31.1 M) SOUTHEAST OF THE CENTERLINE OF AN ALLEY.
 DP5310
 DP5310                          STATION RECOVERY (2023)
 DP5310
 DP5310'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DP5310'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9187 ***********************************************************************
 AH9187  DESIGNATION -  5 N 1
 AH9187  PID         -  AH9187
 AH9187  STATE/COUNTY-  NJ/CAPE MAY
 AH9187  COUNTRY     -  US
 AH9187  USGS QUAD   -  STONE HARBOR (2019)
 AH9187
 AH9187                         *CURRENT SURVEY CONTROL
 AH9187  ______________________________________________________________________
 AH9187* NAD 83(1986) POSITION- 39 01 48.8    (N) 074 48 59.6    (W)   HD_HELD2
 AH9187* NAVD 88 ORTHO HEIGHT -     4.966 (meters)       16.29  (feet) ADJUSTED
 AH9187  ______________________________________________________________________
 AH9187  GEOID HEIGHT    -        -35.356 (meters)                     GEOID18
 AH9187  DYNAMIC HEIGHT  -          4.963 (meters)       16.28  (feet) COMP
 AH9187  MODELED GRAVITY -    980,057.6   (mgal)                       NAVD 88
 AH9187
 AH9187  VERT ORDER      -  FIRST     CLASS II
 AH9187
 AH9187.The horizontal coordinates were established by autonomous hand held GPS
 AH9187.observations and have an estimated accuracy of +/- 10 meters.
 AH9187
 AH9187.The orthometric height was determined by differential leveling and
 AH9187.adjusted by the NATIONAL GEODETIC SURVEY
 AH9187.in March 2001.
 AH9187
 AH9187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9187.GEOID18 height accuracy estimate available here.
 AH9187
 AH9187.Click photographs - Photos may exist for this station.
 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       -    21,903.      122,592.      MT  (+/- 10 meters HH2 GPS)
 AH9187
 AH9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1587820146(NAD 83)
 AH9187
 AH9187                          SUPERSEDED SURVEY CONTROL
 AH9187
 AH9187.No superseded survey control is available for this station.
 AH9187
 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 - October 14, 2008
 AH9187
 AH9187  HISTORY     - Date     Condition        Report By
 AH9187  HISTORY     - 1997     MONUMENTED       NJGS
 AH9187  HISTORY     - 19981204 GOOD             NJGS
 AH9187  HISTORY     - 20081014 GOOD             GEOCAC
 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.
 AH9187
 AH9187                          STATION RECOVERY (2008)
 AH9187
 AH9187'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AH9187'THE STATION IS LOCATED THE NW SIDE OF THE BRIDGE CARRYING STATE ROUTE
 AH9187'147 OVER THE GRASSY SOUND CHANNEL.
 AH9187'
 AH9187'TO REACH THE STATION FROM THE INTERSECTION OF OCEAN DRIVE, COUNTY ROAD
 AH9187'619 AND STATE ROUTE 147, GO 0.55 MI (0.89 KM) NW ON STATE ROUTE 147,
 AH9187'CROSSING THE BRIDGE OVER GRASSY SOUND CHANNEL, TO THE STATION ON THE
 AH9187'RIGHT, SET COUNTERSUNK IN THE TOP OF THE NW ABUTMENT.
 AH9187'
 AH9187'THE STATION IS 6.15 M (20.18 FT) NE FROM THE CENTERLINE OF THE
 AH9187'WESTBOUND LANES OF STATE ROUTE 147, 5.8 M (19.0 FT) SE FROM THE NW
 AH9187'BRIDGE PYLON, 0.5 M (1.6 FT) SSW FROM THE S FACE OF THE BRIDGEWALL,
 AH9187'2.5 M (8.2 FT) NE FROM A PAINTED SOLID WHITE LINE AT THE N EDGE OF THE
 AH9187'WESTBOUND LANES AND 3.5 M (11.5 FT) NW FROM THE CENTER OF AN INLET AT
 AH9187'THE WEST END OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1498 ***********************************************************************
 DP1498  DESIGNATION -  5 N 2
 DP1498  PID         -  DP1498
 DP1498  STATE/COUNTY-  NJ/CAPE MAY
 DP1498  COUNTRY     -  US
 DP1498  USGS QUAD   -  AVALON (2019)
 DP1498
 DP1498                         *CURRENT SURVEY CONTROL
 DP1498  ______________________________________________________________________
 DP1498* NAD 83(1986) POSITION- 39 07 02.77   (N) 074 42 58.44   (W)   HD_HELD1
 DP1498* NAVD 88 ORTHO HEIGHT -     2.964 (meters)        9.72  (feet) ADJUSTED
 DP1498  ______________________________________________________________________
 DP1498  GEOID HEIGHT    -        -35.149 (meters)                     GEOID18
 DP1498  DYNAMIC HEIGHT  -          2.962 (meters)        9.72  (feet) COMP
 DP1498  MODELED GRAVITY -    980,068.5   (mgal)                       NAVD 88
 DP1498
 DP1498  VERT ORDER      -  FIRST     CLASS II
 DP1498
 DP1498.The horizontal coordinates were determined by differentially corrected
 DP1498.hand held GPS observations or other comparable positioning techniques
 DP1498.and have an estimated accuracy of +/- 3 meters.
 DP1498
 DP1498.The orthometric height was determined by differential leveling and
 DP1498.adjusted by the NATIONAL GEODETIC SURVEY
 DP1498.in August 2014.
 DP1498
 DP1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1498.GEOID18 height accuracy estimate available here.
 DP1498
 DP1498.Click photographs - Photos may exist for this station.
 DP1498
 DP1498.The dynamic height is computed by dividing the NAVD 88
 DP1498.geopotential number by the normal gravity value computed on the
 DP1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1498.degrees latitude (g = 980.6199 gals.).
 DP1498
 DP1498.The modeled gravity was interpolated from observed gravity values.
 DP1498
 DP1498;                    North         East    Units  Estimated Accuracy
 DP1498;SPC NJ       -    31,558.8     131,301.3     MT  (+/- 3 meters HH1 GPS) 
 DP1498
 DP1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2453129847(NAD 83)
 DP1498
 DP1498                          SUPERSEDED SURVEY CONTROL
 DP1498
 DP1498.No superseded survey control is available for this station.
 DP1498
 DP1498_MARKER: DD = SURVEY DISK
 DP1498_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP1498_SP_SET: BASE OF BALUSTRADE END POST
 DP1498_STAMPING: 5 N 2 2012
 DP1498_MARK LOGO: NJGS
 DP1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1498+STABILITY: SURFACE MOTION
 DP1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1498+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1498
 DP1498  HISTORY     - Date     Condition        Report By
 DP1498  HISTORY     - 20120523 MONUMENTED       NJGS
 DP1498
 DP1498                          STATION DESCRIPTION
 DP1498
 DP1498'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1498'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH-NORTHEAST OF STONE
 DP1498'HARBOR, 2.8 MI (4.5 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND 1.1 MI
 DP1498'(1.8 KM) NORTH OF AVALON.
 DP1498'
 DP1498'THE STATION IS LOCATED IN AVALON, SET IN A DRILL HOLE IN THE EAST SIDE
 DP1498'OF THE SOUTHERN BALUSTRADE END POST BASE ON THE EAST SIDE OF THE OCEAN
 DP1498'DRIVE (COUNTY ROUTE 619) AT THE SOUTHERN END OF THE BRIDGE SPANNING
 DP1498'TOWNSEND INLET.
 DP1498'
 DP1498'THE STATION IS 17.5 FT (5.3 M) EAST OF THE CENTERLINE OF OCEAN DRIVE,
 DP1498'38 FT (11.6 M) EAST OF THE SOUTHEAST CORNER OF THE BRIDGE TENDERS
 DP1498'GARAGE AT THE SOUTHERN END OF THE BRIDGE, 3 FT (0.9 M) SOUTH-SOUTHWEST
 DP1498'OF POLE NUMBER W263, 8 FT (2.4 M) WEST OF THE WEST FACE OF THE
 DP1498'SEAWALL.  THE STATION IS ABOUT 1.5 FT (0.5 M) HIGHER THAN THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5311 ***********************************************************************
 DP5311  DESIGNATION -  5 N 3
 DP5311  PID         -  DP5311
 DP5311  STATE/COUNTY-  NJ/CAPE MAY
 DP5311  COUNTRY     -  US
 DP5311  USGS QUAD   -  SEA ISLE CITY OE E (2019)
 DP5311
 DP5311                         *CURRENT SURVEY CONTROL
 DP5311  ______________________________________________________________________
 DP5311* NAD 83(1986) POSITION- 39 14 56.79   (N) 074 36 38.79   (W)   HD_HELD1
 DP5311* NAVD 88 ORTHO HEIGHT -     2.654 (meters)        8.71  (feet) ADJUSTED
 DP5311  ______________________________________________________________________
 DP5311  GEOID HEIGHT    -        -34.708 (meters)                     GEOID18
 DP5311  DYNAMIC HEIGHT  -          2.653 (meters)        8.70  (feet) COMP
 DP5311  MODELED GRAVITY -    980,092.8   (mgal)                       NAVD 88
 DP5311
 DP5311  VERT ORDER      -  FIRST     CLASS II
 DP5311
 DP5311.The horizontal coordinates were determined by differentially corrected
 DP5311.hand held GPS observations or other comparable positioning techniques
 DP5311.and have an estimated accuracy of +/- 3 meters.
 DP5311
 DP5311.The orthometric height was determined by differential leveling and
 DP5311.adjusted by the NATIONAL GEODETIC SURVEY
 DP5311.in April 2015.
 DP5311
 DP5311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5311.GEOID18 height accuracy estimate available here.
 DP5311
 DP5311.Click photographs - Photos may exist for this station.
 DP5311
 DP5311.The dynamic height is computed by dividing the NAVD 88
 DP5311.geopotential number by the normal gravity value computed on the
 DP5311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5311.degrees latitude (g = 980.6199 gals.).
 DP5311
 DP5311.The modeled gravity was interpolated from observed gravity values.
 DP5311
 DP5311;                    North         East    Units  Estimated Accuracy
 DP5311;SPC NJ       -    46,159.0     140,438.7     MT  (+/- 3 meters HH1 GPS) 
 DP5311
 DP5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3358544493(NAD 83)
 DP5311
 DP5311                          SUPERSEDED SURVEY CONTROL
 DP5311
 DP5311.No superseded survey control is available for this station.
 DP5311
 DP5311_MARKER: DD = SURVEY DISK
 DP5311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5311_SP_SET: CURB
 DP5311_STAMPING: 5 N 3
 DP5311_MARK LOGO: USACE
 DP5311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5311+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP5311
 DP5311  HISTORY     - Date     Condition        Report By
 DP5311  HISTORY     - UNK      MONUMENTED       USACE
 DP5311  HISTORY     - 20140801 GOOD             NJGS
 DP5311
 DP5311                          STATION DESCRIPTION
 DP5311
 DP5311'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5311'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) NORTHEAST FROM THE CITY
 DP5311'OF SEA ISLE CITY, 3.6 KM (2.2 MI) EAST-SOUTHEAST FROM THE COMMUNITY OF
 DP5311'MARMORA AND IN THE CITY OF OCEAN CITY, NJ ON THE NORTHEAST SIDE OF
 DP5311'35TH STREET.
 DP5311'
 DP5311'TO REACH THE STATION FROM THE INTERSECTION OF WEST AVENUE, COUNTY ROAD
 DP5311'619 AND 35TH STREET, GO SOUTHEAST ON 35TH STREET FOR 0.17 MI (0.3 KM)
 DP5311'TO THE END OF PAVING AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL
 DP5311'HOLE IN A CONCRETE CURB, ADJACENT TO AN ELEVATED CONCRETE RAMP LEADING
 DP5311'TO A WOOD PLANK BEACH ACCESS.
 DP5311'
 DP5311'THE STATION IS 16.2 FT (4.9 M) NORTHEAST FROM THE CENTERLINE OF 35TH
 DP5311'STREET, 5.0 FT (1.5 M) SOUTHEAST FROM THE NORTHWEST EDGE OF THE
 DP5311'ELEVATED CONCRETE RAMP LEADING TO A WOOD PLANK BEACH ACCESS AND 124.5
 DP5311'FT (37.9 M) SOUTHEAST FROM THE CENTERLINE OF AN ASPHALT PAVED ALLEY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7321 ***********************************************************************
 DQ7321  DESIGNATION -  5 N 4
 DQ7321  PID         -  DQ7321
 DQ7321  STATE/COUNTY-  NJ/CAPE MAY
 DQ7321  COUNTRY     -  US
 DQ7321  USGS QUAD   -  OCEAN CITY (2019)
 DQ7321
 DQ7321                         *CURRENT SURVEY CONTROL
 DQ7321  ______________________________________________________________________
 DQ7321* NAD 83(1986) POSITION- 39 18 01.14   (N) 074 35 30.66   (W)   HD_HELD1
 DQ7321* NAVD 88 ORTHO HEIGHT -     7.702 (meters)       25.27  (feet) ADJUSTED
 DQ7321  ______________________________________________________________________
 DQ7321  GEOID HEIGHT    -        -34.515 (meters)                     GEOID18
 DQ7321  DYNAMIC HEIGHT  -          7.698 (meters)       25.26  (feet) COMP
 DQ7321  MODELED GRAVITY -    980,102.1   (mgal)                       NAVD 88
 DQ7321
 DQ7321  VERT ORDER      -  FIRST     CLASS II
 DQ7321
 DQ7321.The horizontal coordinates were determined by differentially corrected
 DQ7321.hand held GPS observations or other comparable positioning techniques
 DQ7321.and have an estimated accuracy of +/- 3 meters.
 DQ7321
 DQ7321.The orthometric height was determined by differential leveling and
 DQ7321.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7321.in June 2018.
 DQ7321
 DQ7321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7321.GEOID18 height accuracy estimate available here.
 DQ7321
 DQ7321.Click photographs - Photos may exist for this station.
 DQ7321
 DQ7321.The dynamic height is computed by dividing the NAVD 88
 DQ7321.geopotential number by the normal gravity value computed on the
 DQ7321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7321.degrees latitude (g = 980.6199 gals.).
 DQ7321
 DQ7321.The modeled gravity was interpolated from observed gravity values.
 DQ7321
 DQ7321;                    North         East    Units  Estimated Accuracy
 DQ7321;SPC NJ       -    51,841.8     142,077.9     MT  (+/- 3 meters HH1 GPS) 
 DQ7321
 DQ7321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3519250183(NAD 83)
 DQ7321
 DQ7321                          SUPERSEDED SURVEY CONTROL
 DQ7321
 DQ7321.No superseded survey control is available for this station.
 DQ7321
 DQ7321_MARKER: DD = SURVEY DISK
 DQ7321_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ7321_SP_SET: BRIDGE ABUTMENT
 DQ7321_STAMPING: 5 N 4 2017
 DQ7321_MARK LOGO: NJGS
 DQ7321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7321+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7321
 DQ7321  HISTORY     - Date     Condition        Report By
 DQ7321  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7321
 DQ7321                          STATION DESCRIPTION
 DQ7321
 DQ7321'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7321'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF
 DQ7321'PLEASANTVILLE, 3.7 MI (6.0 KM) NORTHEAST OF MARMORA AND 1.8 MI (2.9
 DQ7321'KM) NORTH-NORTHWEST OF OCEAN CITY, IN OCEAN CITY.
 DQ7321'
 DQ7321'TO REACH FROM THE INTERSECTION OF SHORE ROAD (COUNTY ROUTE 585) AND
 DQ7321'NEW JERSEY ROUTE 52 (MACARTHUR BOULEVARD/HOWARD S. STAINTON MEMORIAL
 DQ7321'CAUSEWAY), GO 0.7 MI (1.1 KM) SOUTH ON NEW JERSEY ROUTE 52 TO THE
 DQ7321'STATION ON THE RIGHT, SET IN THE EXPOSED SOUTHWEST END OF THE SOUTH
 DQ7321'BRIDGE ABUTMENT OF ELBOW THOROFARE, IN THE BASE FOR A GUARD RAIL FOR
 DQ7321'THE SIDEWALK-BICYCLE PATH AREA OF THE SOUTHBOUND LANES OF THE NEW
 DQ7321'JERSEY ROUTE 52 BRIDGE (HOWARD S. STAINTON MEMORIAL CAUSEWAY) SPANNING
 DQ7321'THE ELBOW THOROFARE.
 DQ7321'
 DQ7321'THE STATION IS 38 FT (11.6 M) SOUTHWEST OF THE MEDIAN DIVIDER, 0.5 FT
 DQ7321'(15 CM) NORTHEAST OF THE NORTHEAST EDGE OF THE BASE, 60 FT (18.3 M)
 DQ7321'NORTHWEST OF A SIGN (RIGHT TURN), 112 FT (34.1 M) NORTHWEST OF A SIGN
 DQ7321'(FISHING PIER NEXT RIGHT), 10 FT (3.0 M) NORTHEAST OF THE NORTHEAST
 DQ7321'FACE OF THE BASE FOR THE BRIDGE FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9188 ***********************************************************************
 AH9188  DESIGNATION -  5 P 1
 AH9188  PID         -  AH9188
 AH9188  STATE/COUNTY-  NJ/CAPE MAY
 AH9188  COUNTRY     -  US
 AH9188  USGS QUAD   -  STONE HARBOR (2019)
 AH9188
 AH9188                         *CURRENT SURVEY CONTROL
 AH9188  ______________________________________________________________________
 AH9188* NAD 83(1986) POSITION- 39 02 23.29   (N) 074 50 03.94   (W)   HD_HELD1
 AH9188* NAVD 88 ORTHO HEIGHT -     5.391 (meters)       17.69  (feet) ADJUSTED
 AH9188  ______________________________________________________________________
 AH9188  GEOID HEIGHT    -        -35.309 (meters)                     GEOID18
 AH9188  DYNAMIC HEIGHT  -          5.388 (meters)       17.68  (feet) COMP
 AH9188  MODELED GRAVITY -    980,059.6   (mgal)                       NAVD 88
 AH9188
 AH9188  VERT ORDER      -  FIRST     CLASS II
 AH9188
 AH9188.The horizontal coordinates were determined by differentially corrected
 AH9188.hand held GPS observations or other comparable positioning techniques
 AH9188.and have an estimated accuracy of +/- 3 meters.
 AH9188
 AH9188.The orthometric height was determined by differential leveling and
 AH9188.adjusted by the NATIONAL GEODETIC SURVEY
 AH9188.in March 2001.
 AH9188
 AH9188.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9188.GEOID18 height accuracy estimate available here.
 AH9188
 AH9188.Click photographs - Photos may exist for this station.
 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       -    22,972.0     121,048.8     MT  (+/- 3 meters HH1 GPS) 
 AH9188
 AH9188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1432921206(NAD 83)
 AH9188
 AH9188                          SUPERSEDED SURVEY CONTROL
 AH9188
 AH9188.No superseded survey control is available for this station.
 AH9188
 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 - October 14, 2008
 AH9188
 AH9188  HISTORY     - Date     Condition        Report By
 AH9188  HISTORY     - 1997     MONUMENTED       NJGS
 AH9188  HISTORY     - 20081014 GOOD             GEOCAC
 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.
 AH9188
 AH9188                          STATION RECOVERY (2008)
 AH9188
 AH9188'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AH9188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1492 ***********************************************************************
 DP1492  DESIGNATION -  5 P 2
 DP1492  PID         -  DP1492
 DP1492  STATE/COUNTY-  NJ/CAPE MAY
 DP1492  COUNTRY     -  US
 DP1492  USGS QUAD   -  SEA ISLE CITY (2019)
 DP1492
 DP1492                         *CURRENT SURVEY CONTROL
 DP1492  ______________________________________________________________________
 DP1492* NAD 83(1986) POSITION- 39 08 28.47   (N) 074 42 11.19   (W)   HD_HELD1
 DP1492* NAVD 88 ORTHO HEIGHT -     1.554 (meters)        5.10  (feet) ADJUSTED
 DP1492  ______________________________________________________________________
 DP1492  GEOID HEIGHT    -        -35.068 (meters)                     GEOID18
 DP1492  DYNAMIC HEIGHT  -          1.553 (meters)        5.10  (feet) COMP
 DP1492  MODELED GRAVITY -    980,072.7   (mgal)                       NAVD 88
 DP1492
 DP1492  VERT ORDER      -  FIRST     CLASS II
 DP1492
 DP1492.The horizontal coordinates were determined by differentially corrected
 DP1492.hand held GPS observations or other comparable positioning techniques
 DP1492.and have an estimated accuracy of +/- 3 meters.
 DP1492
 DP1492.The orthometric height was determined by differential leveling and
 DP1492.adjusted by the NATIONAL GEODETIC SURVEY
 DP1492.in August 2014.
 DP1492
 DP1492.No vertical observational check was made to the station.
 DP1492
 DP1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1492.GEOID18 height accuracy estimate available here.
 DP1492
 DP1492.Click photographs - Photos may exist for this station.
 DP1492
 DP1492.The dynamic height is computed by dividing the NAVD 88
 DP1492.geopotential number by the normal gravity value computed on the
 DP1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1492.degrees latitude (g = 980.6199 gals.).
 DP1492
 DP1492.The modeled gravity was interpolated from observed gravity values.
 DP1492
 DP1492;                    North         East    Units  Estimated Accuracy
 DP1492;SPC NJ       -    34,198.7     132,442.2     MT  (+/- 3 meters HH1 GPS) 
 DP1492
 DP1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2565732492(NAD 83)
 DP1492
 DP1492                          SUPERSEDED SURVEY CONTROL
 DP1492
 DP1492.No superseded survey control is available for this station.
 DP1492
 DP1492_MARKER: DD = SURVEY DISK
 DP1492_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP1492+WITH SETTING: PAVEMENT
 DP1492_SP_SET: BUILDING FOUNDATION
 DP1492_STAMPING: 5 P 2 2012
 DP1492_MARK LOGO: NJGS
 DP1492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1492+STABILITY: SURFACE MOTION
 DP1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1492+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DP1492
 DP1492  HISTORY     - Date     Condition        Report By
 DP1492  HISTORY     - 20120523 MONUMENTED       NJGS
 DP1492  HISTORY     - 20240918 GOOD             BASE9
 DP1492
 DP1492                          STATION DESCRIPTION
 DP1492
 DP1492'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1492'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF STONE
 DP1492'HARBOR, 2.9 MI (4.7 KM) NORTH-NORTHEAST OF AVALON.
 DP1492'
 DP1492'THE STATION IS LOCATED IN SEA ISLE CITY, SET IN A DRILL HOLE IN THE
 DP1492'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A BANK (BANK OF
 DP1492'AMERICA) OFFICE AT THE SOUTHEAST CORNER OF A SHOPPING CENTER AT THE
 DP1492'NORTHWEST CORNER OF THE JUNCTION OF LANDIS AVENUE AND 63RD STREET.
 DP1492'
 DP1492'THE STATION IS 68 FT (20.7 M) NORTHEAST OF THE CENTERLINE OF 63RD
 DP1492'STREET, 172 FT (52.4 M) WEST-NORTHWEST OF THE CENTERLINE OF LANDIS
 DP1492'AVENUE, 4 FT (1.2 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE BANK
 DP1492'BUILDING JUST EAST OF THE DRIVE-THRU, 23.5 FT (7.2 M) WEST OF POLE
 DP1492'NUMBER W40105 AND 67 FT (20.4 M) SOUTHEAST OF POLE NUMBER W49599.
 DP1492
 DP1492                          STATION RECOVERY (2024)
 DP1492
 DP1492'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (RLS)
 DP1492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5316 ***********************************************************************
 DP5316  DESIGNATION -  5 P 3
 DP5316  PID         -  DP5316
 DP5316  STATE/COUNTY-  NJ/CAPE MAY
 DP5316  COUNTRY     -  US
 DP5316  USGS QUAD   -  OCEAN CITY (2019)
 DP5316
 DP5316                         *CURRENT SURVEY CONTROL
 DP5316  ______________________________________________________________________
 DP5316* NAD 83(1986) POSITION- 39 15 22.25   (N) 074 36 11.15   (W)   HD_HELD1
 DP5316* NAVD 88 ORTHO HEIGHT -     2.359 (meters)        7.74  (feet) ADJUSTED
 DP5316  ______________________________________________________________________
 DP5316  GEOID HEIGHT    -        -34.687 (meters)                     GEOID18
 DP5316  DYNAMIC HEIGHT  -          2.358 (meters)        7.74  (feet) COMP
 DP5316  MODELED GRAVITY -    980,094.1   (mgal)                       NAVD 88
 DP5316
 DP5316  VERT ORDER      -  FIRST     CLASS II
 DP5316
 DP5316.The horizontal coordinates were determined by differentially corrected
 DP5316.hand held GPS observations or other comparable positioning techniques
 DP5316.and have an estimated accuracy of +/- 3 meters.
 DP5316
 DP5316.The orthometric height was determined by differential leveling and
 DP5316.adjusted by the NATIONAL GEODETIC SURVEY
 DP5316.in April 2015.
 DP5316
 DP5316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5316.GEOID18 height accuracy estimate available here.
 DP5316
 DP5316.Click photographs - Photos may exist for this station.
 DP5316
 DP5316.The dynamic height is computed by dividing the NAVD 88
 DP5316.geopotential number by the normal gravity value computed on the
 DP5316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5316.degrees latitude (g = 980.6199 gals.).
 DP5316
 DP5316.The modeled gravity was interpolated from observed gravity values.
 DP5316
 DP5316;                    North         East    Units  Estimated Accuracy
 DP5316;SPC NJ       -    46,943.3     141,102.2     MT  (+/- 3 meters HH1 GPS) 
 DP5316
 DP5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3424445280(NAD 83)
 DP5316
 DP5316                          SUPERSEDED SURVEY CONTROL
 DP5316
 DP5316.No superseded survey control is available for this station.
 DP5316
 DP5316_MARKER: DD = SURVEY DISK
 DP5316_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5316_SP_SET: SIDEWALK
 DP5316_STAMPING: 5 P 3
 DP5316_MARK LOGO: USACE
 DP5316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5316+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP5316
 DP5316  HISTORY     - Date     Condition        Report By
 DP5316  HISTORY     - UNK      MONUMENTED       USACE
 DP5316  HISTORY     - 20140801 GOOD             NJGS
 DP5316
 DP5316                          STATION DESCRIPTION
 DP5316
 DP5316'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5316'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI) EAST-SOUTHEAST FROM THE
 DP5316'COMMUNITY OF TUCKAHOE, 3.8 KM (2.4 MI) EAST-SOUTHEAST FROM THE
 DP5316'COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF OCEAN CITY,
 DP5316'NJ.
 DP5316'
 DP5316'TO REACH THE STATION FROM THE INTERSECTION OF WEST AVENUE (COUNTY ROAD
 DP5316'619) AND 29TH STREET, GO SOUTHEAST ON 29TH STREET FOR 0.16 MI (0.3 KM)
 DP5316'TO A SHARP LEFT TURN AT THE JUNCTION OF WESLEY AVENUE AND THE STATION
 DP5316'ON THE LEFT, SET FLUSH IN A DRILL HOLE IN A CONCRETE CURB IN FRONT OF
 DP5316'HOUSE NUMBER 2838.
 DP5316'
 DP5316'THE STATION IS 24.6 FT (7.5 M) NORTHWEST FROM THE CENTERLINE OF WESLEY
 DP5316'AVENUE, 27.2 FT (8.3 M) NORTHEAST FROM THE CENTERLINE OF 29TH STREET,
 DP5316'50.4 FT (15.4 M) NORTHWEST AND ACROSS THE STREET FROM WOOD UTILITY
 DP5316'POLE NUMBER W24408, 69.0 FT (21.0 M) NORTH AND ACROSS THE STREET FROM
 DP5316'WOOD UTILITY POLE NUMBER W24409 AND 16.2 FT (4.9 M) EAST-SOUTHEAST
 DP5316'FROM A METAL POLE WITH STREET SIGNS ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7322 ***********************************************************************
 DQ7322  DESIGNATION -  5 P 4
 DQ7322  PID         -  DQ7322
 DQ7322  STATE/COUNTY-  NJ/CAPE MAY
 DQ7322  COUNTRY     -  US
 DQ7322  USGS QUAD   -  OCEAN CITY (2019)
 DQ7322
 DQ7322                         *CURRENT SURVEY CONTROL
 DQ7322  ______________________________________________________________________
 DQ7322* NAD 83(1986) POSITION- 39 17 52.24   (N) 074 35 24.24   (W)   HD_HELD1
 DQ7322* NAVD 88 ORTHO HEIGHT -     4.058 (meters)       13.31  (feet) ADJUSTED
 DQ7322  ______________________________________________________________________
 DQ7322  GEOID HEIGHT    -        -34.527 (meters)                     GEOID18
 DQ7322  DYNAMIC HEIGHT  -          4.056 (meters)       13.31  (feet) COMP
 DQ7322  MODELED GRAVITY -    980,101.6   (mgal)                       NAVD 88
 DQ7322
 DQ7322  VERT ORDER      -  FIRST     CLASS II
 DQ7322
 DQ7322.The horizontal coordinates were determined by differentially corrected
 DQ7322.hand held GPS observations or other comparable positioning techniques
 DQ7322.and have an estimated accuracy of +/- 3 meters.
 DQ7322
 DQ7322.The orthometric height was determined by differential leveling and
 DQ7322.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7322.in June 2018.
 DQ7322
 DQ7322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7322.GEOID18 height accuracy estimate available here.
 DQ7322
 DQ7322.Click photographs - Photos may exist for this station.
 DQ7322
 DQ7322.The dynamic height is computed by dividing the NAVD 88
 DQ7322.geopotential number by the normal gravity value computed on the
 DQ7322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7322.degrees latitude (g = 980.6199 gals.).
 DQ7322
 DQ7322.The modeled gravity was interpolated from observed gravity values.
 DQ7322
 DQ7322;                    North         East    Units  Estimated Accuracy
 DQ7322;SPC NJ       -    51,567.2     142,231.4     MT  (+/- 3 meters HH1 GPS) 
 DQ7322
 DQ7322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3534749909(NAD 83)
 DQ7322
 DQ7322                          SUPERSEDED SURVEY CONTROL
 DQ7322
 DQ7322.No superseded survey control is available for this station.
 DQ7322
 DQ7322_MARKER: DD = SURVEY DISK
 DQ7322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ7322_SP_SET: ANCHOR BLOCK
 DQ7322_STAMPING: 5 P 4 2017
 DQ7322_MARK LOGO: NJGS
 DQ7322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7322+STABILITY: SURFACE MOTION
 DQ7322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7322+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7322
 DQ7322  HISTORY     - Date     Condition        Report By
 DQ7322  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7322
 DQ7322                          STATION DESCRIPTION
 DQ7322
 DQ7322'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7322'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF
 DQ7322'PLEASANTVILLE, 3.7 MI (6.0 KM) NORTHEAST OF MARMORA AND 1.6 MI (2.6
 DQ7322'KM) NORTH-NORTHWEST OF OCEAN CITY, IN OCEAN CITY.
 DQ7322'
 DQ7322'TO REACH FROM THE INTERSECTION OF SHORE ROAD (COUNTY ROUTE 585) AND
 DQ7322'NEW JERSEY ROUTE 52 (MACARTHUR BOULEVARD/HOWARD S. STAINTON MEMORIAL
 DQ7322'CAUSEWAY), GO 0.9 MI (1.4 KM) SOUTH ON NEW JERSEY ROUTE 52 TO THE
 DQ7322'STATION ON THE RIGHT, IN A DRILL HOLE ON TOP OF THE EAST END OF A
 DQ7322'CONCRETE ANCHOR BLOCK FOR A GUARDRAIL AT THE SOUTHEAST END OF THE EXIT
 DQ7322'LANES FOR A FISHING ACCESS AREA ON THE SOUTH SIDE OF THE NEW JERSEY
 DQ7322'ROUTE 52 CAUSEWAY.
 DQ7322'
 DQ7322'THE STATION IS 72 FT (21.9 M) SOUTHEAST OF THE CENTERLINE OF THE EXIT
 DQ7322'DRIVE, 1.2 FT (0.4 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE BLOCK, 24
 DQ7322'FT (7.3 M) SOUTHWEST OF THE CENTERLINE OF ROUTE 52, 42 FT (12.8 M)
 DQ7322'NORTHWEST OF A PEDESTRIAN FENCE ON THE SOUTH SIDE OF THE SIDEWALK.
 DQ7322'THE STATION IS 3 FT (0.9 M) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9711 ***********************************************************************
 AI9711  DESIGNATION -  5 Q 1
 AI9711  PID         -  AI9711
 AI9711  STATE/COUNTY-  NJ/CAPE MAY
 AI9711  COUNTRY     -  US
 AI9711  USGS QUAD   -  CAPE MAY (2019)
 AI9711
 AI9711                         *CURRENT SURVEY CONTROL
 AI9711  ______________________________________________________________________
 AI9711* NAD 83(1986) POSITION- 38 56 43.72   (N) 074 53 36.12   (W)   HD_HELD1
 AI9711* NAVD 88 ORTHO HEIGHT -     2.704 (meters)        8.87  (feet) ADJUSTED
 AI9711  ______________________________________________________________________
 AI9711  GEOID HEIGHT    -        -35.520 (meters)                     GEOID18
 AI9711  DYNAMIC HEIGHT  -          2.702 (meters)        8.86  (feet) COMP
 AI9711  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 AI9711
 AI9711  VERT ORDER      -  FIRST     CLASS II
 AI9711
 AI9711.The horizontal coordinates were determined by differentially corrected
 AI9711.hand held GPS observations or other comparable positioning techniques
 AI9711.and have an estimated accuracy of +/- 3 meters.
 AI9711
 AI9711.The orthometric height was determined by differential leveling and
 AI9711.adjusted by the NATIONAL GEODETIC SURVEY
 AI9711.in March 2001.
 AI9711
 AI9711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9711.GEOID18 height accuracy estimate available here.
 AI9711
 AI9711.Click photographs - Photos may exist for this station.
 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       -    12,521.9     115,901.3     MT  (+/- 3 meters HH1 GPS) 
 AI9711
 AI9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0924010731(NAD 83)
 AI9711
 AI9711                          SUPERSEDED SURVEY CONTROL
 AI9711
 AI9711.No superseded survey control is available for this station.
 AI9711
 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 = JULY 24, 2026 22:12:30 EDT
 DP1493 ***********************************************************************
 DP1493  DESIGNATION -  5 Q 2
 DP1493  PID         -  DP1493
 DP1493  STATE/COUNTY-  NJ/CAPE MAY
 DP1493  COUNTRY     -  US
 DP1493  USGS QUAD   -  SEA ISLE CITY (2019)
 DP1493
 DP1493                         *CURRENT SURVEY CONTROL
 DP1493  ______________________________________________________________________
 DP1493* NAD 83(1986) POSITION- 39 08 05.00   (N) 074 42 24.28   (W)   HD_HELD1
 DP1493* NAVD 88 ORTHO HEIGHT -     1.466 (meters)        4.81  (feet) ADJUSTED
 DP1493  ______________________________________________________________________
 DP1493  GEOID HEIGHT    -        -35.091 (meters)                     GEOID18
 DP1493  DYNAMIC HEIGHT  -          1.465 (meters)        4.81  (feet) COMP
 DP1493  MODELED GRAVITY -    980,071.6   (mgal)                       NAVD 88
 DP1493
 DP1493  VERT ORDER      -  FIRST     CLASS II
 DP1493
 DP1493.The horizontal coordinates were determined by differentially corrected
 DP1493.hand held GPS observations or other comparable positioning techniques
 DP1493.and have an estimated accuracy of +/- 3 meters.
 DP1493
 DP1493.The orthometric height was determined by differential leveling and
 DP1493.adjusted by the NATIONAL GEODETIC SURVEY
 DP1493.in August 2014.
 DP1493
 DP1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1493.GEOID18 height accuracy estimate available here.
 DP1493
 DP1493.Click photographs - Photos may exist for this station.
 DP1493
 DP1493.The dynamic height is computed by dividing the NAVD 88
 DP1493.geopotential number by the normal gravity value computed on the
 DP1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1493.degrees latitude (g = 980.6199 gals.).
 DP1493
 DP1493.The modeled gravity was interpolated from observed gravity values.
 DP1493
 DP1493;                    North         East    Units  Estimated Accuracy
 DP1493;SPC NJ       -    33,475.7     132,126.3     MT  (+/- 3 meters HH1 GPS) 
 DP1493
 DP1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2534531767(NAD 83)
 DP1493
 DP1493                          SUPERSEDED SURVEY CONTROL
 DP1493
 DP1493.No superseded survey control is available for this station.
 DP1493
 DP1493_MARKER: DD = SURVEY DISK
 DP1493_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP1493_SP_SET: GAS VENT STACK BASE
 DP1493_STAMPING: 5 Q 2 2012
 DP1493_MARK LOGO: NJGS
 DP1493_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1493+STABILITY: SURFACE MOTION
 DP1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1493+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1493
 DP1493  HISTORY     - Date     Condition        Report By
 DP1493  HISTORY     - 20120523 MONUMENTED       NJGS
 DP1493
 DP1493                          STATION DESCRIPTION
 DP1493
 DP1493'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1493'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST OF STONE
 DP1493'HARBOR, 2.4 MI (3.9 KM) NORTH-NORTHEAST OF AVALON.
 DP1493'
 DP1493'THE STATION IS LOCATED IN SEA ISLE CITY, SET IN A DRILL HOLE IN THE
 DP1493'NORTHEAST CORNER OF A 2 FT (0.6 M) BY 2 FT (0.6 M) CONCRETE BASE FOR A
 DP1493'8 FT (2.4 M) HIGH ALUMINUM GAS VENT STACK ON THE NORTHWEST CORNER OF
 DP1493'LANDIS AVENUE (COUNTY ROUTE 619 AND 73RD STREET.
 DP1493'
 DP1493'THE STATION IS 1.5 FT (0.5 M) WEST OF THE WEST CURB OF LANDIS AVENUE,
 DP1493'21.5 FT (6.6 M) WEST OF THE CENTERLINE OF LANDIS AVENUE, 48 FT (14.6
 DP1493'M) NORTH OF THE CENTERLINE OF 73RD STREET, 15 FT (4.6 M) NORTH OF POLE
 DP1493'NUMBER 512, 33 FT (10.1 M) EAST OF THE SOUTHEAST CORNER OF THE PORCH
 DP1493'FOR HOUSE NUMBER 7212 73RD STREET AND 28 FT (8.5 M) NORTHEAST OF A
 DP1493'FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5319 ***********************************************************************
 DP5319  DESIGNATION -  5 Q 3
 DP5319  PID         -  DP5319
 DP5319  STATE/COUNTY-  NJ/CAPE MAY
 DP5319  COUNTRY     -  US
 DP5319  USGS QUAD   -  OCEAN CITY (2019)
 DP5319
 DP5319                         *CURRENT SURVEY CONTROL
 DP5319  ______________________________________________________________________
 DP5319* NAD 83(1986) POSITION- 39 15 45.52   (N) 074 35 41.08   (W)   HD_HELD1
 DP5319* NAVD 88 ORTHO HEIGHT -     2.674 (meters)        8.77  (feet) ADJUSTED
 DP5319  ______________________________________________________________________
 DP5319  GEOID HEIGHT    -        -34.669 (meters)                     GEOID18
 DP5319  DYNAMIC HEIGHT  -          2.672 (meters)        8.77  (feet) COMP
 DP5319  MODELED GRAVITY -    980,095.3   (mgal)                       NAVD 88
 DP5319
 DP5319  VERT ORDER      -  FIRST     CLASS II
 DP5319
 DP5319.The horizontal coordinates were determined by differentially corrected
 DP5319.hand held GPS observations or other comparable positioning techniques
 DP5319.and have an estimated accuracy of +/- 3 meters.
 DP5319
 DP5319.The orthometric height was determined by differential leveling and
 DP5319.adjusted by the NATIONAL GEODETIC SURVEY
 DP5319.in April 2015.
 DP5319
 DP5319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5319.GEOID18 height accuracy estimate available here.
 DP5319
 DP5319.Click photographs - Photos may exist for this station.
 DP5319
 DP5319.The dynamic height is computed by dividing the NAVD 88
 DP5319.geopotential number by the normal gravity value computed on the
 DP5319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5319.degrees latitude (g = 980.6199 gals.).
 DP5319
 DP5319.The modeled gravity was interpolated from observed gravity values.
 DP5319
 DP5319;                    North         East    Units  Estimated Accuracy
 DP5319;SPC NJ       -    47,660.1     141,823.9     MT  (+/- 3 meters HH1 GPS) 
 DP5319
 DP5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3496146001(NAD 83)
 DP5319
 DP5319                          SUPERSEDED SURVEY CONTROL
 DP5319
 DP5319.No superseded survey control is available for this station.
 DP5319
 DP5319_MARKER: DD = SURVEY DISK
 DP5319_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5319_SP_SET: SIDEWALK
 DP5319_STAMPING: 5 Q 3
 DP5319_MARK LOGO: USACE
 DP5319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5319+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP5319
 DP5319  HISTORY     - Date     Condition        Report By
 DP5319  HISTORY     - UNK      MONUMENTED       USACE
 DP5319  HISTORY     - 20140801 GOOD             NJGS
 DP5319
 DP5319                          STATION DESCRIPTION
 DP5319
 DP5319'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5319'THE STATION IS LOCATED ABOUT 14.1 KM (8.8 MI) EAST-SOUTHEAST FROM THE
 DP5319'COMMUNITY OF TUCKAHOE, 4.4 KM (2.7 MI) EAST FROM THE COMMUNITY OF
 DP5319'MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF OCEAN CITY, NJ ON THE
 DP5319'NORTHEAST SIDE OF 23RD STREET.
 DP5319'
 DP5319'TO REACH THE STATION FROM THE INTERSECTION OF WEST AVENUE (COUNTY ROAD
 DP5319'619) AND 23RD STREET, GO SOUTHEAST ON 23RD STREET FOR 0.19 MI (0.3 KM)
 DP5319'TO THE END OF PAVING OF 23RD STREET AND THE STATION AHEAD, SET FLUSH
 DP5319'IN A DRILL HOLE AT THE SOUTHEAST CORNER OF A CONCRETE SIDEWALK, IN
 DP5319'FRONT OF A WOOD PLANK RAMP LEADING SOUTHEAST TO A WOOD BOARDWALK.
 DP5319'
 DP5319'THE STATION IS 7.8 FT (2.4 M) NORTHEAST FROM THE CENTERLINE OF 23RD
 DP5319'STREET, 44.0 FT (13.4 M) EAST-SOUTHEAST FROM WOOD UTILITY POLE NUMBER
 DP5319'W26936 ON THE WEST-NORTHWEST SIDE OF 23RD STREET, 51.2 FT (15.6 M)
 DP5319'NORTH-NORTHWEST FROM WOOD UTILITY POLE NUMBER 02554 AT THE SOUTH END
 DP5319'OF THE WOOD BOARDWALK AND 74.8 FT (22.8 M) SOUTH-SOUTHEAST FROM A STOP
 DP5319'SIGN AT THE SOUTHEAST CORNER OF THE INTERSECTION OF WESLEY AVENUE AND
 DP5319'23RD STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7323 ***********************************************************************
 DQ7323  DESIGNATION -  5 Q 4
 DQ7323  PID         -  DQ7323
 DQ7323  STATE/COUNTY-  NJ/CAPE MAY
 DQ7323  COUNTRY     -  US
 DQ7323  USGS QUAD   -  OCEAN CITY (2019)
 DQ7323
 DQ7323                         *CURRENT SURVEY CONTROL
 DQ7323  ______________________________________________________________________
 DQ7323* NAD 83(1986) POSITION- 39 17 45.01   (N) 074 35 19.01   (W)   HD_HELD1
 DQ7323* NAVD 88 ORTHO HEIGHT -     7.639 (meters)       25.06  (feet) ADJUSTED
 DQ7323  ______________________________________________________________________
 DQ7323  GEOID HEIGHT    -        -34.537 (meters)                     GEOID18
 DQ7323  DYNAMIC HEIGHT  -          7.635 (meters)       25.05  (feet) COMP
 DQ7323  MODELED GRAVITY -    980,101.2   (mgal)                       NAVD 88
 DQ7323
 DQ7323  VERT ORDER      -  FIRST     CLASS II
 DQ7323
 DQ7323.The horizontal coordinates were determined by differentially corrected
 DQ7323.hand held GPS observations or other comparable positioning techniques
 DQ7323.and have an estimated accuracy of +/- 3 meters.
 DQ7323
 DQ7323.The orthometric height was determined by differential leveling and
 DQ7323.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7323.in June 2018.
 DQ7323
 DQ7323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7323.GEOID18 height accuracy estimate available here.
 DQ7323
 DQ7323.Click photographs - Photos may exist for this station.
 DQ7323
 DQ7323.The dynamic height is computed by dividing the NAVD 88
 DQ7323.geopotential number by the normal gravity value computed on the
 DQ7323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7323.degrees latitude (g = 980.6199 gals.).
 DQ7323
 DQ7323.The modeled gravity was interpolated from observed gravity values.
 DQ7323
 DQ7323;                    North         East    Units  Estimated Accuracy
 DQ7323;SPC NJ       -    51,344.1     142,356.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7323
 DQ7323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3547349687(NAD 83)
 DQ7323
 DQ7323                          SUPERSEDED SURVEY CONTROL
 DQ7323
 DQ7323.No superseded survey control is available for this station.
 DQ7323
 DQ7323_MARKER: DD = SURVEY DISK
 DQ7323_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ7323_SP_SET: BRIDGE ABUTMENT
 DQ7323_STAMPING: 5 Q 4 2017
 DQ7323_MARK LOGO: NJGS
 DQ7323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7323+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7323
 DQ7323  HISTORY     - Date     Condition        Report By
 DQ7323  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7323
 DQ7323                          STATION DESCRIPTION
 DQ7323
 DQ7323'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7323'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF
 DQ7323'PLEASANTVILLE, 3.6 MI (5.8 KM) EAST-NORTHEAST OF MARMORA AND 1.5 MI
 DQ7323'(2.4 KM) NORTH-NORTHWEST OF OCEAN CITY, IN OCEAN CITY.
 DQ7323'
 DQ7323'TO REACH FROM THE INTERSECTION OF SHORE ROAD (COUNTY ROUTE 585) AND
 DQ7323'NEW JERSEY ROUTE 52 (MACARTHUR BOULEVARD/HOWARD S. STAINTON MEMORIAL
 DQ7323'CAUSEWAY), GO 1.05 MI (1.69 KM) SOUTH ON NEW JERSEY ROUTE 52 TO THE
 DQ7323'STATION ON THE RIGHT, IN THE EXPOSED SOUTHWEST END OF THE NORTH BRIDGE
 DQ7323'ABUTMENT FOR RAINBOW THOROFARE, IN THE SIDEWALK-BICYCLE PATH AREA FOR
 DQ7323'THE SOUTHBOUND LANES OF THE NEW JERSEY ROUTE 52 BRIDGE (HOWARD S.
 DQ7323'STAINTON MEMORIAL CAUSEWAY).
 DQ7323'
 DQ7323'THE STATION IS 0.5 FT (15 CM) NORTHEAST OF THE NORTHEAST FACE OF THE
 DQ7323'CONCRETE BASE FOR THE PEDESTRIAN FENCE, 161 FT (49.1 M) SOUTHEAST OF A
 DQ7323'SIGN (45 MPH), 3 FT (0.9 M) NORTHWEST OF AN EXPANSION JOINT, 47 FT
 DQ7323'(14.3 M) SOUTHEAST OF THE CONCRETE/BLACKTOP ROADWAY SURFACE TRANSITION
 DQ7323'JOINT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9712 ***********************************************************************
 AI9712  DESIGNATION -  5 R 1
 AI9712  PID         -  AI9712
 AI9712  STATE/COUNTY-  NJ/CAPE MAY
 AI9712  COUNTRY     -  US
 AI9712  USGS QUAD   -  CAPE MAY (2019)
 AI9712
 AI9712                         *CURRENT SURVEY CONTROL
 AI9712  ______________________________________________________________________
 AI9712* NAD 83(1986) POSITION- 38 56 38.     (N) 074 54 20.     (W)   SCALED
 AI9712* NAVD 88 ORTHO HEIGHT -     3.039 (meters)        9.97  (feet) ADJUSTED
 AI9712  ______________________________________________________________________
 AI9712  GEOID HEIGHT    -        -35.513 (meters)                     GEOID18
 AI9712  DYNAMIC HEIGHT  -          3.038 (meters)        9.97  (feet) COMP
 AI9712  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 AI9712
 AI9712  VERT ORDER      -  FIRST     CLASS II
 AI9712
 AI9712.The horizontal coordinates were scaled from a map and have
 AI9712.an estimated accuracy of +/- 6 seconds.
 AI9712
 AI9712.The orthometric height was determined by differential leveling and
 AI9712.adjusted by the NATIONAL GEODETIC SURVEY
 AI9712.in March 2001.
 AI9712
 AI9712.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9712.GEOID18 height accuracy estimate available here.
 AI9712
 AI9712.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ081105(NAD 83)
 AI9712
 AI9712                          SUPERSEDED SURVEY CONTROL
 AI9712
 AI9712.No superseded survey control is available for this station.
 AI9712
 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  HISTORY     - 20140224 MARK NOT FOUND   INDIV
 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.
 AI9712
 AI9712                          STATION RECOVERY (2014)
 AI9712
 AI9712'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 AI9712'THE MOTEL AND THE FLAGPOLE BASE THAT HELD THE STATION ARE NO LONGER
 AI9712'PRESENT. A CONDOMINIUM DEVELOPMENT HAS BEEN BUILT ON THE FORMER MOTEL
 AI9712'SITE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1501 ***********************************************************************
 DP1501  DESIGNATION -  5 R 2
 DP1501  PID         -  DP1501
 DP1501  STATE/COUNTY-  NJ/CAPE MAY
 DP1501  COUNTRY     -  US
 DP1501  USGS QUAD   -  AVALON (2019)
 DP1501
 DP1501                         *CURRENT SURVEY CONTROL
 DP1501  ______________________________________________________________________
 DP1501* NAD 83(1986) POSITION- 39 06 22.87   (N) 074 42 48.92   (W)   HD_HELD1
 DP1501* NAVD 88 ORTHO HEIGHT -     2.470 (meters)        8.10  (feet) ADJUSTED
 DP1501  ______________________________________________________________________
 DP1501  GEOID HEIGHT    -        -35.191 (meters)                     GEOID18
 DP1501  DYNAMIC HEIGHT  -          2.468 (meters)        8.10  (feet) COMP
 DP1501  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 DP1501
 DP1501  VERT ORDER      -  FIRST     CLASS II
 DP1501
 DP1501.The horizontal coordinates were determined by differentially corrected
 DP1501.hand held GPS observations or other comparable positioning techniques
 DP1501.and have an estimated accuracy of +/- 3 meters.
 DP1501
 DP1501.The orthometric height was determined by differential leveling and
 DP1501.adjusted by the NATIONAL GEODETIC SURVEY
 DP1501.in August 2014.
 DP1501
 DP1501.No vertical observational check was made to the station.
 DP1501
 DP1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1501.GEOID18 height accuracy estimate available here.
 DP1501
 DP1501.Click photographs - Photos may exist for this station.
 DP1501
 DP1501.The dynamic height is computed by dividing the NAVD 88
 DP1501.geopotential number by the normal gravity value computed on the
 DP1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1501.degrees latitude (g = 980.6199 gals.).
 DP1501
 DP1501.The modeled gravity was interpolated from observed gravity values.
 DP1501
 DP1501;                    North         East    Units  Estimated Accuracy
 DP1501;SPC NJ       -    30,327.9     131,527.1     MT  (+/- 3 meters HH1 GPS) 
 DP1501
 DP1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2476328617(NAD 83)
 DP1501
 DP1501                          SUPERSEDED SURVEY CONTROL
 DP1501
 DP1501.No superseded survey control is available for this station.
 DP1501
 DP1501_MARKER: DD = SURVEY DISK
 DP1501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP1501_SP_SET: WATER TANK BASE
 DP1501_STAMPING: 5 R 2 2012
 DP1501_MARK LOGO: NJGS
 DP1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1501+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1501
 DP1501  HISTORY     - Date     Condition        Report By
 DP1501  HISTORY     - 20120523 MONUMENTED       NJGS
 DP1501
 DP1501                          STATION DESCRIPTION
 DP1501
 DP1501'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1501'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH-NORTHEAST OF STONE
 DP1501'HARBOR, 3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND IN THE
 DP1501'TOWN OF AVALON, NJ, SET IN A DRILL HOLE IN THE EAST CORNER OF THE
 DP1501'SOUTHEAST CONCRETE FOOTING FOR THE SOUTHEAST LEG OF THE AVALON WATER
 DP1501'TANK LOCATED ON THE GROUNDS OF THE AVALON PUBLIC WORKS FACILITY AT THE
 DP1501'SOUTHEAST CORNER OF DUNE DRIVE AND 13TH STREET.
 DP1501'
 DP1501'THE STATION IS 4 FT (1.2 M) EAST OF THE LEG OF THE TANK, 40 FT (12.2
 DP1501'M) SOUTH OF THE SOUTH FACE OF A WOODEN FENCE OF THE SOUTH SIDE OF 13TH
 DP1501'STREET, 45.5 FT (13.9 M) EAST OF THE EAST FACE OF A WOODEN FENCE ON
 DP1501'THE EAST SIDE OF DUNE DRIVE, 31 FT (9.4 M) NORTHEAST OF THE NORTHEAST
 DP1501'CORNER OF A WOOD SHOP BUILDING AT THE FACILITY.
 DP1501'
 DP1501'TO GAIN ACCESS, A KEY TO THE LOCKED FENCE AREA MUST BE OBTAINED AT THE
 DP1501'AVALON PUBLIC WORKS BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5312 ***********************************************************************
 DP5312  DESIGNATION -  5 R 3
 DP5312  PID         -  DP5312
 DP5312  STATE/COUNTY-  NJ/CAPE MAY
 DP5312  COUNTRY     -  US
 DP5312  USGS QUAD   -  OCEAN CITY (2019)
 DP5312
 DP5312                         *CURRENT SURVEY CONTROL
 DP5312  ______________________________________________________________________
 DP5312* NAD 83(1986) POSITION- 39 15 06.13   (N) 074 36 41.86   (W)   HD_HELD1
 DP5312* NAVD 88 ORTHO HEIGHT -     1.145 (meters)        3.76  (feet) ADJUSTED
 DP5312  ______________________________________________________________________
 DP5312  GEOID HEIGHT    -        -34.697 (meters)                     GEOID18
 DP5312  DYNAMIC HEIGHT  -          1.145 (meters)        3.76  (feet) COMP
 DP5312  MODELED GRAVITY -    980,093.4   (mgal)                       NAVD 88
 DP5312
 DP5312  VERT ORDER      -  FIRST     CLASS II
 DP5312
 DP5312.The horizontal coordinates were determined by differentially corrected
 DP5312.hand held GPS observations or other comparable positioning techniques
 DP5312.and have an estimated accuracy of +/- 3 meters.
 DP5312
 DP5312.The orthometric height was determined by differential leveling and
 DP5312.adjusted by the NATIONAL GEODETIC SURVEY
 DP5312.in April 2015.
 DP5312
 DP5312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5312.GEOID18 height accuracy estimate available here.
 DP5312
 DP5312.Click photographs - Photos may exist for this station.
 DP5312
 DP5312.The dynamic height is computed by dividing the NAVD 88
 DP5312.geopotential number by the normal gravity value computed on the
 DP5312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5312.degrees latitude (g = 980.6199 gals.).
 DP5312
 DP5312.The modeled gravity was interpolated from observed gravity values.
 DP5312
 DP5312;                    North         East    Units  Estimated Accuracy
 DP5312;SPC NJ       -    46,447.1     140,365.4     MT  (+/- 3 meters HH1 GPS) 
 DP5312
 DP5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3351044780(NAD 83)
 DP5312
 DP5312                          SUPERSEDED SURVEY CONTROL
 DP5312
 DP5312.No superseded survey control is available for this station.
 DP5312
 DP5312_MARKER: DD = SURVEY DISK
 DP5312_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5312_SP_SET: TRAFFIC SIGNAL BASE
 DP5312_STAMPING: 5 R 3 2014
 DP5312_MARK LOGO: NJGS
 DP5312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5312+STABILITY: SURFACE MOTION
 DP5312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5312+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 DP5312
 DP5312  HISTORY     - Date     Condition        Report By
 DP5312  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5312
 DP5312                          STATION DESCRIPTION
 DP5312
 DP5312'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5312'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHEAST OF SEA
 DP5312'ISLE CITY, 2.7 MI (4.3 KM) SOUTHWEST OF OCEAN CITY AND 2.1 MI (3.4 KM)
 DP5312'EAST-SOUTHEAST OF MARMORA, IN OCEAN CITY.
 DP5312'
 DP5312'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE BASE
 DP5312'OF A TRAFFIC SIGNAL ON THE EAST CORNER OF THE JUNCTION OF WEST AVENUE
 DP5312'(COUNTY ROUTE 619) AND 34TH STREET.
 DP5312'
 DP5312'THE STATION IS 11 FT (3.4 M) NORTHEAST OF THE NORTHEAST CURB OF 34TH
 DP5312'STREET, 11 FT (3.4 M) SOUTH-SOUTHEAST OF POLE NUMBER 2714, 10 FT (3.0
 DP5312'M) SOUTHEAST OF THE SOUTHEAST CURB OF WEST STREET, 2 FT (0.6 M) NORTH
 DP5312'OF THE SIGNAL MAST, 18 FT (5.5 M) NORTHWEST OF A SIGN (SPEED LIMIT
 DP5312'25).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7324 ***********************************************************************
 DQ7324  DESIGNATION -  5 R 4
 DQ7324  PID         -  DQ7324
 DQ7324  STATE/COUNTY-  NJ/CAPE MAY
 DQ7324  COUNTRY     -  US
 DQ7324  USGS QUAD   -  OCEAN CITY (2019)
 DQ7324
 DQ7324                         *CURRENT SURVEY CONTROL
 DQ7324  ______________________________________________________________________
 DQ7324* NAD 83(1986) POSITION- 39 17 33.20   (N) 074 35 09.59   (W)   HD_HELD1
 DQ7324* NAVD 88 ORTHO HEIGHT -     8.396 (meters)       27.55  (feet) ADJUSTED
 DQ7324  ______________________________________________________________________
 DQ7324  GEOID HEIGHT    -        -34.554 (meters)                     GEOID18
 DQ7324  DYNAMIC HEIGHT  -          8.391 (meters)       27.53  (feet) COMP
 DQ7324  MODELED GRAVITY -    980,100.6   (mgal)                       NAVD 88
 DQ7324
 DQ7324  VERT ORDER      -  FIRST     CLASS II
 DQ7324
 DQ7324.The horizontal coordinates were determined by differentially corrected
 DQ7324.hand held GPS observations or other comparable positioning techniques
 DQ7324.and have an estimated accuracy of +/- 3 meters.
 DQ7324
 DQ7324.The orthometric height was determined by differential leveling and
 DQ7324.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7324.in June 2018.
 DQ7324
 DQ7324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7324.GEOID18 height accuracy estimate available here.
 DQ7324
 DQ7324.Click photographs - Photos may exist for this station.
 DQ7324
 DQ7324.The dynamic height is computed by dividing the NAVD 88
 DQ7324.geopotential number by the normal gravity value computed on the
 DQ7324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7324.degrees latitude (g = 980.6199 gals.).
 DQ7324
 DQ7324.The modeled gravity was interpolated from observed gravity values.
 DQ7324
 DQ7324;                    North         East    Units  Estimated Accuracy
 DQ7324;SPC NJ       -    50,979.8     142,581.9     MT  (+/- 3 meters HH1 GPS) 
 DQ7324
 DQ7324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3570149324(NAD 83)
 DQ7324
 DQ7324                          SUPERSEDED SURVEY CONTROL
 DQ7324
 DQ7324.No superseded survey control is available for this station.
 DQ7324
 DQ7324_MARKER: DD = SURVEY DISK
 DQ7324_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ7324_SP_SET: BRIDGE OUTCOVE
 DQ7324_STAMPING: 5 R 4 2017
 DQ7324_MARK LOGO: NJGS
 DQ7324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7324+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7324
 DQ7324  HISTORY     - Date     Condition        Report By
 DQ7324  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7324
 DQ7324                          STATION DESCRIPTION
 DQ7324
 DQ7324'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7324'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF
 DQ7324'PLEASANTVILLE, 3.7 MI (6.0 KM) EAST-NORTHEAST OF MARMORA AND 1.2 MI
 DQ7324'(1.9 KM) NORTH-NORTHWEST OF OCEAN CITY, IN OCEAN CITY.
 DQ7324'
 DQ7324'TO REACH FROM THE INTERSECTION OF SHORE ROAD (COUNTY ROUTE 585) AND
 DQ7324'NEW JERSEY ROUTE 52 (MACARTHUR BOULEVARD/HOWARD S. STAINTON MEMORIAL
 DQ7324'CAUSEWAY), GO 1.3 MI (2.1 KM) SOUTH ON NEW JERSEY ROUTE 52 TO THE
 DQ7324'STATION ON THE RIGHT, SET IN THE MIDDLE OF AN OUT COVE IN THE
 DQ7324'SIDEWALK-BICYCLE PATH AREA FOR THE SOUTHBOUND LANES OF THE NEW JERSEY
 DQ7324'ROUTE 52 BRIDGE (HOWARD S. STAINTON MEMORIAL CAUSEWAY) OVER RAINBOW
 DQ7324'CHANNEL OF THE GREAT EGG HARBOR BAY.
 DQ7324'
 DQ7324'THE STATION IS 2 FT (0.6 M) NORTHEAST OF THE NORTHEAST FACE OF THE
 DQ7324'CONCRETE BAE FOR THE BRIDGE FENCE, 16 FT (4.9 M) SOUTHWEST OF THE
 DQ7324'SOUTHWEST FACE OF THE GUARD RAIL BASE, ABOUT 325 FT (99.1 M) SOUTHEAST
 DQ7324'OF THE RANGE OF THE SOUTHEAST END OF THE T-SHAPED FISHING PIER, BELOW
 DQ7324'THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9371 ***********************************************************************
 AI9371  DESIGNATION -  5 S 1
 AI9371  PID         -  AI9371
 AI9371  STATE/COUNTY-  NJ/CAPE MAY
 AI9371  COUNTRY     -  US
 AI9371  USGS QUAD   -  SEA ISLE CITY (2019)
 AI9371
 AI9371                         *CURRENT SURVEY CONTROL
 AI9371  ______________________________________________________________________
 AI9371* NAD 83(1986) POSITION- 39 10 11.70   (N) 074 40 49.56   (W)   HD_HELD1
 AI9371* NAVD 88 ORTHO HEIGHT -     1.257 (meters)        4.12  (feet) ADJUSTED
 AI9371  ______________________________________________________________________
 AI9371  GEOID HEIGHT    -        -34.971 (meters)                     GEOID18
 AI9371  DYNAMIC HEIGHT  -          1.256 (meters)        4.12  (feet) COMP
 AI9371  MODELED GRAVITY -    980,078.0   (mgal)                       NAVD 88
 AI9371
 AI9371  VERT ORDER      -  FIRST     CLASS II
 AI9371
 AI9371.The horizontal coordinates were determined by differentially corrected
 AI9371.hand held GPS observations or other comparable positioning techniques
 AI9371.and have an estimated accuracy of +/- 3 meters.
 AI9371
 AI9371.The orthometric height was determined by differential leveling and
 AI9371.adjusted by the NATIONAL GEODETIC SURVEY
 AI9371.in August 2014.
 AI9371
 AI9371.No vertical observational check was made to the station.
 AI9371
 AI9371.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9371.GEOID18 height accuracy estimate available here.
 AI9371
 AI9371.Click photographs - Photos may exist for this station.
 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       -    37,377.7     134,408.7     MT  (+/- 3 meters HH1 GPS) 
 AI9371
 AI9371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2760535681(NAD 83)
 AI9371
 AI9371                          SUPERSEDED SURVEY CONTROL
 AI9371
 AI9371  NAVD 88 (03/01/01)    1.281  (m)            4.20   (f) SUPERSEDED  1 2
 AI9371
 AI9371.Superseded values are not recommended for survey control.
 AI9371
 AI9371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9371.See file dsdata.pdf to determine how the superseded data were derived.
 AI9371
 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 - August 08, 2014
 AI9371
 AI9371  HISTORY     - Date     Condition        Report By
 AI9371  HISTORY     - 1998     MONUMENTED       NJGS
 AI9371  HISTORY     - 20060224 GOOD             GEOCAC
 AI9371  HISTORY     - 20130531 GOOD             NJGS
 AI9371  HISTORY     - 20140808 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AI9371
 AI9371                          STATION RECOVERY (2013)
 AI9371
 AI9371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 AI9371'RECOVERED IN GOOD CONDITION.
 AI9371'
 AI9371'NOTE-THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF
 AI9371'MARMORA, 5.2 MI (8.4 KM) NORTH-NORTHEAST OF AVALON AND 1.3 MI (2.1 KM)
 AI9371'NORTH-NORTHEAST OF SEA ISLE CITY.
 AI9371
 AI9371                          STATION RECOVERY (2014)
 AI9371
 AI9371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AI9371'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9404 ***********************************************************************
 AI9404  DESIGNATION -  5 S 11
 AI9404  PID         -  AI9404
 AI9404  STATE/COUNTY-  NJ/CAPE MAY
 AI9404  COUNTRY     -  US
 AI9404  USGS QUAD   -  STONE HARBOR (2019)
 AI9404
 AI9404                         *CURRENT SURVEY CONTROL
 AI9404  ______________________________________________________________________
 AI9404* NAD 83(1986) POSITION- 39 01 11.0    (N) 074 47 56.0    (W)   HD_HELD2
 AI9404* NAVD 88 ORTHO HEIGHT -     3.070 (meters)       10.07  (feet) ADJUSTED
 AI9404  ______________________________________________________________________
 AI9404  GEOID HEIGHT    -        -35.409 (meters)                     GEOID18
 AI9404  DYNAMIC HEIGHT  -          3.068 (meters)       10.07  (feet) COMP
 AI9404  MODELED GRAVITY -    980,055.8   (mgal)                       NAVD 88
 AI9404
 AI9404  VERT ORDER      -  FIRST     CLASS II
 AI9404
 AI9404.The horizontal coordinates were established by autonomous hand held GPS
 AI9404.observations and have an estimated accuracy of +/- 10 meters.
 AI9404
 AI9404.The orthometric height was determined by differential leveling and
 AI9404.adjusted by the NATIONAL GEODETIC SURVEY
 AI9404.in March 2001.
 AI9404
 AI9404.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9404.GEOID18 height accuracy estimate available here.
 AI9404
 AI9404.Click photographs - Photos may exist for this station.
 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       -    20,732.      124,118.      MT  (+/- 10 meters HH2 GPS)
 AI9404
 AI9404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1740918984(NAD 83)
 AI9404
 AI9404                          SUPERSEDED SURVEY CONTROL
 AI9404
 AI9404.No superseded survey control is available for this station.
 AI9404
 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_PROJECTION: FLUSH
 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 01, 2019
 AI9404
 AI9404  HISTORY     - Date     Condition        Report By
 AI9404  HISTORY     - 1998     MONUMENTED       NJGS
 AI9404  HISTORY     - 19980914 GOOD             NJGS
 AI9404  HISTORY     - 20071007 GOOD             GEOCAC
 AI9404  HISTORY     - 20190901 GOOD             PROFLN
 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.
 AI9404
 AI9404                          STATION RECOVERY (2007)
 AI9404
 AI9404'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9404'RECOVERED IN GOOD CONDITION.
 AI9404
 AI9404                          STATION RECOVERY (2019)
 AI9404
 AI9404'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 AI9404'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1537 ***********************************************************************
 DP1537  DESIGNATION -  5 S 2
 DP1537  PID         -  DP1537
 DP1537  STATE/COUNTY-  NJ/CAPE MAY
 DP1537  COUNTRY     -  US
 DP1537  USGS QUAD   -  AVALON (2019)
 DP1537
 DP1537                         *CURRENT SURVEY CONTROL
 DP1537  ______________________________________________________________________
 DP1537* NAD 83(1986) POSITION- 39 05 26.80   (N) 074 43 39.57   (W)   HD_HELD1
 DP1537* NAVD 88 ORTHO HEIGHT -     2.610 (meters)        8.56  (feet) ADJUSTED
 DP1537  ______________________________________________________________________
 DP1537  GEOID HEIGHT    -        -35.236 (meters)                     GEOID18
 DP1537  DYNAMIC HEIGHT  -          2.609 (meters)        8.56  (feet) COMP
 DP1537  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 DP1537
 DP1537  VERT ORDER      -  FIRST     CLASS II
 DP1537
 DP1537.The horizontal coordinates were determined by differentially corrected
 DP1537.hand held GPS observations or other comparable positioning techniques
 DP1537.and have an estimated accuracy of +/- 3 meters.
 DP1537
 DP1537.The orthometric height was determined by differential leveling and
 DP1537.adjusted by the NATIONAL GEODETIC SURVEY
 DP1537.in August 2014.
 DP1537
 DP1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1537.GEOID18 height accuracy estimate available here.
 DP1537
 DP1537.Click photographs - Photos may exist for this station.
 DP1537
 DP1537.The dynamic height is computed by dividing the NAVD 88
 DP1537.geopotential number by the normal gravity value computed on the
 DP1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1537.degrees latitude (g = 980.6199 gals.).
 DP1537
 DP1537.The modeled gravity was interpolated from observed gravity values.
 DP1537
 DP1537;                    North         East    Units  Estimated Accuracy
 DP1537;SPC NJ       -    28,601.9     130,306.0     MT  (+/- 3 meters HH1 GPS) 
 DP1537
 DP1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2355226885(NAD 83)
 DP1537
 DP1537                          SUPERSEDED SURVEY CONTROL
 DP1537
 DP1537.No superseded survey control is available for this station.
 DP1537
 DP1537_MARKER: DD = SURVEY DISK
 DP1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP1537_SP_SET: WATER TANK FOOTING
 DP1537_STAMPING: 5 S 2 2012
 DP1537_MARK LOGO: NJGS
 DP1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1537+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1537
 DP1537  HISTORY     - Date     Condition        Report By
 DP1537  HISTORY     - 20120523 MONUMENTED       NJGS
 DP1537
 DP1537                          STATION DESCRIPTION
 DP1537
 DP1537'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1537'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF SEA
 DP1537'ISLE CITY, 3.2 MI (5.1 KM) NORTH-NORTHEAST OF STONE HARBOR AND 0.9 MI
 DP1537'(1.4 KM) SOUTHWEST OF AVALON.
 DP1537'
 DP1537'THE STATION IS SET IN A DRILL HOLE IN THE NORTH CORNER OF THE WEST
 DP1537'CONCRETE FOOTING FOR THE WEST LEG OF THE AVALON WATER TANK LOCATED ON
 DP1537'THE GROUNDS OF THE AVALON PUBLIC WORKS FACILITY AT THE NORTHEAST
 DP1537'CORNER OF DUNE DRIVE AND 38TH STREET.
 DP1537'
 DP1537'THE STATION IS 67 FT (20.4 M) WEST-SOUTHWEST OF THE CENTERLINE OF 38TH
 DP1537'STREET, 90 FT (27.4 M) WEST-NORTHWEST OF THE WEST CURB OF DUNE DRIVE,
 DP1537'25 FT (7.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A 1-STORY FRAME
 DP1537'PUMP HOUSE, 3 FT (0.9 M) NORTHEAST OF THE LEG OF THE WATER TANK TO
 DP1537'GAIN ACCESS, A KEY TO THE LOCKED FENCE AREA MUST BE OBTAINED AT THE
 DP1537'AVALON PUBLIC WORKS BUILDING ON DUNE DRIVE AND 13TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5321 ***********************************************************************
 DP5321  DESIGNATION -  5 S 3
 DP5321  PID         -  DP5321
 DP5321  STATE/COUNTY-  NJ/CAPE MAY
 DP5321  COUNTRY     -  US
 DP5321  USGS QUAD   -  OCEAN CITY (2019)
 DP5321
 DP5321                         *CURRENT SURVEY CONTROL
 DP5321  ______________________________________________________________________
 DP5321* NAD 83(1986) POSITION- 39 16 13.94   (N) 074 35 28.52   (W)   HD_HELD1
 DP5321* NAVD 88 ORTHO HEIGHT -     3.131 (meters)       10.27  (feet) ADJUSTED
 DP5321  ______________________________________________________________________
 DP5321  GEOID HEIGHT    -        -34.640 (meters)                     GEOID18
 DP5321  DYNAMIC HEIGHT  -          3.129 (meters)       10.27  (feet) COMP
 DP5321  MODELED GRAVITY -    980,096.6   (mgal)                       NAVD 88
 DP5321
 DP5321  VERT ORDER      -  FIRST     CLASS II
 DP5321
 DP5321.The horizontal coordinates were determined by differentially corrected
 DP5321.hand held GPS observations or other comparable positioning techniques
 DP5321.and have an estimated accuracy of +/- 3 meters.
 DP5321
 DP5321.The orthometric height was determined by differential leveling and
 DP5321.adjusted by the NATIONAL GEODETIC SURVEY
 DP5321.in April 2015.
 DP5321
 DP5321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5321.GEOID18 height accuracy estimate available here.
 DP5321
 DP5321.Click photographs - Photos may exist for this station.
 DP5321
 DP5321.The dynamic height is computed by dividing the NAVD 88
 DP5321.geopotential number by the normal gravity value computed on the
 DP5321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5321.degrees latitude (g = 980.6199 gals.).
 DP5321
 DP5321.The modeled gravity was interpolated from observed gravity values.
 DP5321
 DP5321;                    North         East    Units  Estimated Accuracy
 DP5321;SPC NJ       -    48,536.1     142,125.8     MT  (+/- 3 meters HH1 GPS) 
 DP5321
 DP5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3525846878(NAD 83)
 DP5321
 DP5321                          SUPERSEDED SURVEY CONTROL
 DP5321
 DP5321.No superseded survey control is available for this station.
 DP5321
 DP5321_MARKER: DD = SURVEY DISK
 DP5321_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5321_SP_SET: BRICK WALL
 DP5321_STAMPING: 5 S 3 2014
 DP5321_MARK LOGO: NJGS
 DP5321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5321+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2017
 DP5321
 DP5321  HISTORY     - Date     Condition        Report By
 DP5321  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5321  HISTORY     - 20170901 GOOD             NJGS
 DP5321
 DP5321                          STATION DESCRIPTION
 DP5321
 DP5321'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5321'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST OF TUCKAHOE, 2.9 MI
 DP5321'(4.7 KM) EAST OF MARMORA AND 1.0 MI (1.6 KM) WEST-SOUTHWEST OF OCEAN
 DP5321'CITY, IN OCEAN CITY.
 DP5321'
 DP5321'THE STATION IS SET VERTICALLY IN A DRILL HOLE IN THE SOUTHEAST FACE OF
 DP5321'THE BRICK WALL OF THE OCEAN CITY SCHOOL MAINTENANCE BUILDING FORMALLY
 DP5321'AN ARMORY BUILDING ON THE SOUTHWEST CORNER OF THE EAST 18TH STREET AND
 DP5321'HAVEN AVENUE.
 DP5321'
 DP5321'THE STATION IS 5.5 FT (1.7 M) SOUTHWEST OF THE EAST CORNER OF THE
 DP5321'BUILDING, 22 FT (6.7 M) NORTHEAST OF THE CENTERLINE OF THE GARAGE
 DP5321'DOOR, 109.6 FT (33.4 M) SOUTHWEST OF THE CENTERLINE OF EAST 18TH
 DP5321'STREET, 119.6 FT (36.5 M) NORTHWEST OF THE CENTERLINE OF HAVEN AVENUE.
 DP5321'THE STATION IS ABOUT 3 FT (0.9 M) ABOVE THE GROUND.
 DP5321
 DP5321                          STATION RECOVERY (2017)
 DP5321
 DP5321'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5321'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7325 ***********************************************************************
 DQ7325  DESIGNATION -  5 S 4
 DQ7325  PID         -  DQ7325
 DQ7325  STATE/COUNTY-  NJ/CAPE MAY
 DQ7325  COUNTRY     -  US
 DQ7325  USGS QUAD   -  OCEAN CITY (2019)
 DQ7325
 DQ7325                         *CURRENT SURVEY CONTROL
 DQ7325  ______________________________________________________________________
 DQ7325* NAD 83(1986) POSITION- 39 17 23.02   (N) 074 35 01.79   (W)   HD_HELD1
 DQ7325* NAVD 88 ORTHO HEIGHT -     7.388 (meters)       24.24  (feet) ADJUSTED
 DQ7325  ______________________________________________________________________
 DQ7325  GEOID HEIGHT    -        -34.568 (meters)                     GEOID18
 DQ7325  DYNAMIC HEIGHT  -          7.385 (meters)       24.23  (feet) COMP
 DQ7325  MODELED GRAVITY -    980,100.0   (mgal)                       NAVD 88
 DQ7325
 DQ7325  VERT ORDER      -  FIRST     CLASS II
 DQ7325
 DQ7325.The horizontal coordinates were determined by differentially corrected
 DQ7325.hand held GPS observations or other comparable positioning techniques
 DQ7325.and have an estimated accuracy of +/- 3 meters.
 DQ7325
 DQ7325.The orthometric height was determined by differential leveling and
 DQ7325.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7325.in June 2018.
 DQ7325
 DQ7325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7325.GEOID18 height accuracy estimate available here.
 DQ7325
 DQ7325.Click photographs - Photos may exist for this station.
 DQ7325
 DQ7325.The dynamic height is computed by dividing the NAVD 88
 DQ7325.geopotential number by the normal gravity value computed on the
 DQ7325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7325.degrees latitude (g = 980.6199 gals.).
 DQ7325
 DQ7325.The modeled gravity was interpolated from observed gravity values.
 DQ7325
 DQ7325;                    North         East    Units  Estimated Accuracy
 DQ7325;SPC NJ       -    50,665.7     142,768.5     MT  (+/- 3 meters HH1 GPS) 
 DQ7325
 DQ7325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3588949011(NAD 83)
 DQ7325
 DQ7325                          SUPERSEDED SURVEY CONTROL
 DQ7325
 DQ7325.No superseded survey control is available for this station.
 DQ7325
 DQ7325_MARKER: DD = SURVEY DISK
 DQ7325_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ7325_SP_SET: TRAFFIC CAMERA BASE
 DQ7325_STAMPING: 5 S 4 2017
 DQ7325_MARK LOGO: NJGS
 DQ7325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7325+STABILITY: SURFACE MOTION
 DQ7325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7325+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2017
 DQ7325
 DQ7325  HISTORY     - Date     Condition        Report By
 DQ7325  HISTORY     - 20170123 MONUMENTED       NJGS
 DQ7325
 DQ7325                          STATION DESCRIPTION
 DQ7325
 DQ7325'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7325'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHWEST OF
 DQ7325'PLEASANTVILLE, 3.7 MI (6.0 KM) EAST-NORTHEAST OF MARMORA AND 1.0 MI
 DQ7325'(1.6 KM) NORTH-NORTHWEST OF OCEAN CITY, IN OCEAN CITY.
 DQ7325'
 DQ7325'TO REACH FROM THE INTERSECTION OF SHORE ROAD (COUNTY ROUTE 585) AND
 DQ7325'NEW JERSEY ROUTE 52 (MACARTHUR BOULEVARD/HOWARD S. STAINTON MEMORIAL
 DQ7325'CAUSEWAY), GO 1.55 MI (2.49 KM) SOUTH ON NEW JERSEY ROUTE 52 TO THE
 DQ7325'STATION ON THE RIGHT, SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 DQ7325'THE BASE OF A TRAFFIC CAMERA MAST AT THE NORTHERLY ENTRANCE LANES INTO
 DQ7325'THE OCEAN CITY ROY GILLIAN WELCOME CENTER.
 DQ7325'
 DQ7325'THE STATION IS 8.5 FT (2.6 M) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 DQ7325'CONCRETE BASE OF THE BRIDGE FENCE, 14.5 FT (4.4 M) SOUTH-SOUTHWEST OF
 DQ7325'THE SOUTHEAST ANGLE POINT OF THE FENCE, 12.5 FT (3.8 M) EAST OF THE
 DQ7325'SOUTHEAST CORNER OF AN ALUMINUM ELECTRICAL CABINET, 2.5 FT (0.8 M)
 DQ7325'SOUTHEAST OF THE MAST, 15 FT (4.6 M) NORTHWEST OF A SIGN (NO TURNS).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9370 ***********************************************************************
 AI9370  DESIGNATION -  5 T 1
 AI9370  PID         -  AI9370
 AI9370  STATE/COUNTY-  NJ/CAPE MAY
 AI9370  COUNTRY     -  US
 AI9370  USGS QUAD   -  SEA ISLE CITY (2019)
 AI9370
 AI9370                         *CURRENT SURVEY CONTROL
 AI9370  ______________________________________________________________________
 AI9370* NAD 83(1986) POSITION- 39 09 38.68   (N) 074 41 13.23   (W)   HD_HELD1
 AI9370* NAVD 88 ORTHO HEIGHT -     0.928 (meters)        3.04  (feet) ADJUSTED
 AI9370  ______________________________________________________________________
 AI9370  GEOID HEIGHT    -        -35.003 (meters)                     GEOID18
 AI9370  DYNAMIC HEIGHT  -          0.927 (meters)        3.04  (feet) COMP
 AI9370  MODELED GRAVITY -    980,076.3   (mgal)                       NAVD 88
 AI9370
 AI9370  VERT ORDER      -  FIRST     CLASS II
 AI9370
 AI9370.The horizontal coordinates were determined by differentially corrected
 AI9370.hand held GPS observations or other comparable positioning techniques
 AI9370.and have an estimated accuracy of +/- 3 meters.
 AI9370
 AI9370.The orthometric height was determined by differential leveling and
 AI9370.adjusted by the NATIONAL GEODETIC SURVEY
 AI9370.in August 2014.
 AI9370
 AI9370.No vertical observational check was made to the station.
 AI9370
 AI9370.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9370.GEOID18 height accuracy estimate available here.
 AI9370
 AI9370.Click photographs - Photos may exist for this station.
 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       -    36,360.7     133,838.5     MT  (+/- 3 meters HH1 GPS) 
 AI9370
 AI9370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2704134661(NAD 83)
 AI9370
 AI9370                          SUPERSEDED SURVEY CONTROL
 AI9370
 AI9370  NAVD 88 (03/01/01)    0.950  (m)            3.12   (f) SUPERSEDED  1 2
 AI9370
 AI9370.Superseded values are not recommended for survey control.
 AI9370
 AI9370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9370.See file dsdata.pdf to determine how the superseded data were derived.
 AI9370
 AI9370_MARKER: DD = SURVEY DISK
 AI9370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9370_SP_SET: ELECTRICAL 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 SUITABLE FOR
 AI9370+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2020
 AI9370
 AI9370  HISTORY     - Date     Condition        Report By
 AI9370  HISTORY     - 1998     MONUMENTED       NJGS
 AI9370  HISTORY     - 20060224 GOOD             GEOCAC
 AI9370  HISTORY     - 20080617 GOOD             UE
 AI9370  HISTORY     - 20130513 GOOD             NJGS
 AI9370  HISTORY     - 20140808 GOOD             NJGS
 AI9370  HISTORY     - 20200327 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AI9370
 AI9370                          STATION RECOVERY (2008)
 AI9370
 AI9370'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 AI9370'RECOVERED IN GOOD CONDITION.
 AI9370
 AI9370                          STATION RECOVERY (2013)
 AI9370
 AI9370'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 AI9370'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHWEST OF
 AI9370'MARMORA, 4.4 MI (7.1 KM) NORTH-NORTHEAST OF AVALON AND 0.6 MI (1.0 KM)
 AI9370'NORTH-NORTHEAST OF SEA ISLE CITY.
 AI9370'
 AI9370'NOTE-THERE IS A MINIATURE GOLF COURSE ON THE CORNER.
 AI9370
 AI9370                          STATION RECOVERY (2014)
 AI9370
 AI9370'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AI9370'RECOVERED AS DESCRIBED.
 AI9370
 AI9370                          STATION RECOVERY (2020)
 AI9370
 AI9370'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AI9370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9403 ***********************************************************************
 AI9403  DESIGNATION -  5 T 11
 AI9403  PID         -  AI9403
 AI9403  STATE/COUNTY-  NJ/CAPE MAY
 AI9403  COUNTRY     -  US
 AI9403  USGS QUAD   -  STONE HARBOR (2019)
 AI9403
 AI9403                         *CURRENT SURVEY CONTROL
 AI9403  ______________________________________________________________________
 AI9403* NAD 83(1986) POSITION- 39 00 50.     (N) 074 47 49.     (W)   SCALED
 AI9403* NAVD 88 ORTHO HEIGHT -     1.348 (meters)        4.42  (feet) ADJUSTED
 AI9403  ______________________________________________________________________
 AI9403  GEOID HEIGHT    -        -35.428 (meters)                     GEOID18
 AI9403  DYNAMIC HEIGHT  -          1.347 (meters)        4.42  (feet) COMP
 AI9403  MODELED GRAVITY -    980,054.9   (mgal)                       NAVD 88
 AI9403
 AI9403  VERT ORDER      -  FIRST     CLASS II
 AI9403
 AI9403.The horizontal coordinates were scaled from a map and have
 AI9403.an estimated accuracy of +/- 6 seconds.
 AI9403
 AI9403.The orthometric height was determined by differential leveling and
 AI9403.adjusted by the NATIONAL GEODETIC SURVEY
 AI9403.in March 2001.
 AI9403
 AI9403.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9403.GEOID18 height accuracy estimate available here.
 AI9403
 AI9403.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ175183(NAD 83)
 AI9403
 AI9403                          SUPERSEDED SURVEY CONTROL
 AI9403
 AI9403.No superseded survey control is available for this station.
 AI9403
 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 - October 07, 2007
 AI9403
 AI9403  HISTORY     - Date     Condition        Report By
 AI9403  HISTORY     - 1998     MONUMENTED       NJGS
 AI9403  HISTORY     - 19980914 GOOD             NJGS
 AI9403  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9403
 AI9403                          STATION RECOVERY (2007)
 AI9403
 AI9403'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1533 ***********************************************************************
 DP1533  DESIGNATION -  5 T 2
 DP1533  PID         -  DP1533
 DP1533  STATE/COUNTY-  NJ/CAPE MAY
 DP1533  COUNTRY     -  US
 DP1533  USGS QUAD   -  AVALON (2019)
 DP1533
 DP1533                         *CURRENT SURVEY CONTROL
 DP1533  ______________________________________________________________________
 DP1533* NAD 83(1986) POSITION- 39 06 51.13   (N) 074 42 52.49   (W)   HD_HELD1
 DP1533* NAVD 88 ORTHO HEIGHT -     2.995 (meters)        9.83  (feet) ADJUSTED
 DP1533  ______________________________________________________________________
 DP1533  GEOID HEIGHT    -        -35.162 (meters)                     GEOID18
 DP1533  DYNAMIC HEIGHT  -          2.993 (meters)        9.82  (feet) COMP
 DP1533  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 DP1533
 DP1533  VERT ORDER      -  FIRST     CLASS II
 DP1533
 DP1533.The horizontal coordinates were determined by differentially corrected
 DP1533.hand held GPS observations or other comparable positioning techniques
 DP1533.and have an estimated accuracy of +/- 3 meters.
 DP1533
 DP1533.The orthometric height was determined by differential leveling and
 DP1533.adjusted by the NATIONAL GEODETIC SURVEY
 DP1533.in August 2014.
 DP1533
 DP1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1533.GEOID18 height accuracy estimate available here.
 DP1533
 DP1533.Click photographs - Photos may exist for this station.
 DP1533
 DP1533.The dynamic height is computed by dividing the NAVD 88
 DP1533.geopotential number by the normal gravity value computed on the
 DP1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1533.degrees latitude (g = 980.6199 gals.).
 DP1533
 DP1533.The modeled gravity was interpolated from observed gravity values.
 DP1533
 DP1533;                    North         East    Units  Estimated Accuracy
 DP1533;SPC NJ       -    31,199.5     131,443.4     MT  (+/- 3 meters HH1 GPS) 
 DP1533
 DP1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2467529488(NAD 83)
 DP1533
 DP1533                          SUPERSEDED SURVEY CONTROL
 DP1533
 DP1533.No superseded survey control is available for this station.
 DP1533
 DP1533_MARKER: DD = SURVEY DISK
 DP1533_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP1533_SP_SET: SEA WALL
 DP1533_STAMPING: 5 T 2 2013
 DP1533_MARK LOGO: NJGS
 DP1533_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1533+STABILITY: SURFACE MOTION
 DP1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1533+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2018
 DP1533
 DP1533  HISTORY     - Date     Condition        Report By
 DP1533  HISTORY     - 20130225 MONUMENTED       NJGS
 DP1533  HISTORY     - 20180423 GOOD             NJGS
 DP1533
 DP1533                          STATION DESCRIPTION
 DP1533
 DP1533'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1533'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH-NORTHEAST OF STONE
 DP1533'HARBOR, 2.9 MI (4.7 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND 0.9 MI
 DP1533'(1.4 KM) NORTH-NORTHEAST OF AVALON.
 DP1533'
 DP1533'THE STATION IS SET IN A DRILL HOLE AT THE ANGLE POINT ON TOP OF THE
 DP1533'SEA WALL ON THE NORTHEAST SIDE OF OCEAN DRIVE, ON THE APPROACH TO THE
 DP1533'TOWNSENDS INLET BRIDGE SPANNING THE TOWNSENDS INLET AT THE NORTH END
 DP1533'OF AVALON.
 DP1533'
 DP1533'THE STATION IS ABOUT 30 FT (9.1 M) NORTHEAST OF THE CENTERLINE OF
 DP1533'OCEAN DRIVE, ABOUT 123.0 FT (37.5 M) SOUTHEAST OF POLE NUMBER W40149,
 DP1533'ABOUT 56 FT (17.1 M) NORTHEAST OF POLE NUMBER W32381, 198 FT (60.4 M)
 DP1533'NORTHWEST OF A POLE WITH NO NUMBER, 190 FT (57.9 M) NORTHWEST OF A
 DP1533'FIRE HYDRANT.
 DP1533'
 DP1533'THE STATION IS ABOUT 4 FT (1.2 M) HIGHER THAN THE ROADWAY.
 DP1533
 DP1533                          STATION RECOVERY (2018)
 DP1533
 DP1533'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DP1533'THE STATION IS 60.4 M (198.2 FT) NORTH-NORTHWEST OF UTILITY POLE, 57.9
 DP1533'M (190.0 FT) NORTH-NORTHWEST OF A FIRE HYDRANT ALONG OCEAN DRIVE, 39.8
 DP1533'M (130.6 FT) SOUTHEAST OF UNIDENTIFIED POLE (FORMERLY W40149), 24.6 M
 DP1533'(80.7 FT) NORTHEAST OF POLE NUMBER W32381, 11.1 M (36.4 FT)
 DP1533'EAST-NORTHEAST OF THE CENTERLINE OF OCEAN DRIVE AND 1 M (3.3 FT)
 DP1533'EAST-NORTHEAST OF THE ROCK EDGE OF THE SEA WALL.
 DP1533'
 DP1533'NOTE-SCRATCHES ON FACE OF DISK BUT STILL LEGIBLE.  THE CENTER POINT
 DP1533'WAS RESTAMPED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5320 ***********************************************************************
 DP5320  DESIGNATION -  5 T 3
 DP5320  PID         -  DP5320
 DP5320  STATE/COUNTY-  NJ/CAPE MAY
 DP5320  COUNTRY     -  US
 DP5320  USGS QUAD   -  OCEAN CITY (2019)
 DP5320
 DP5320                         *CURRENT SURVEY CONTROL
 DP5320  ______________________________________________________________________
 DP5320* NAD 83(1986) POSITION- 39 16 01.07   (N) 074 35 21.26   (W)   HD_HELD1
 DP5320* NAVD 88 ORTHO HEIGHT -     2.449 (meters)        8.03  (feet) ADJUSTED
 DP5320  ______________________________________________________________________
 DP5320  GEOID HEIGHT    -        -34.657 (meters)                     GEOID18
 DP5320  DYNAMIC HEIGHT  -          2.448 (meters)        8.03  (feet) COMP
 DP5320  MODELED GRAVITY -    980,096.0   (mgal)                       NAVD 88
 DP5320
 DP5320  VERT ORDER      -  FIRST     CLASS II
 DP5320
 DP5320.The horizontal coordinates were determined by differentially corrected
 DP5320.hand held GPS observations or other comparable positioning techniques
 DP5320.and have an estimated accuracy of +/- 3 meters.
 DP5320
 DP5320.The orthometric height was determined by differential leveling and
 DP5320.adjusted by the NATIONAL GEODETIC SURVEY
 DP5320.in April 2015.
 DP5320
 DP5320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5320.GEOID18 height accuracy estimate available here.
 DP5320
 DP5320.Click photographs - Photos may exist for this station.
 DP5320
 DP5320.The dynamic height is computed by dividing the NAVD 88
 DP5320.geopotential number by the normal gravity value computed on the
 DP5320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5320.degrees latitude (g = 980.6199 gals.).
 DP5320
 DP5320.The modeled gravity was interpolated from observed gravity values.
 DP5320
 DP5320;                    North         East    Units  Estimated Accuracy
 DP5320;SPC NJ       -    48,139.1     142,299.5     MT  (+/- 3 meters HH1 GPS) 
 DP5320
 DP5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3543446482(NAD 83)
 DP5320
 DP5320                          SUPERSEDED SURVEY CONTROL
 DP5320
 DP5320.No superseded survey control is available for this station.
 DP5320
 DP5320_MARKER: DD = SURVEY DISK
 DP5320_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5320_SP_SET: CURB
 DP5320_STAMPING: 5 T 3 2014
 DP5320_MARK LOGO: NJGS
 DP5320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5320+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2023
 DP5320
 DP5320  HISTORY     - Date     Condition        Report By
 DP5320  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5320  HISTORY     - 20170901 GOOD             NJGS
 DP5320  HISTORY     - 20230823 GOOD             NJGS
 DP5320
 DP5320                          STATION DESCRIPTION
 DP5320
 DP5320'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5320'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF TUCKAHOE, 3.0 MI
 DP5320'(4.8 KM) EAST OF MARMORA AND 1.1 MI (1.8 KM) SOUTHWEST OF OCEAN CITY,
 DP5320'IN OCEAN CITY.
 DP5320'
 DP5320'IN OCEAN CITY, STATION IS SET IN A DRILL HOLE IN A CURB ON THE
 DP5320'SOUTHEAST CORNER OF THE JUNCTION OF WESLEY AVENUE AND 19TH STREET.
 DP5320'
 DP5320'THE STATION IS 17.8 FT (5.4 M) SOUTHWEST OF THE CENTERLINE OF 19TH
 DP5320'STREET, 33.8 FT (10.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF WESLEY
 DP5320'AVENUE, 33.2 FT (10.1 M) NORTH OF THE NORTHEAST CORNER OF HOUSE NUMBER
 DP5320'1903 108.8 FT (33.2 M) NORTHWEST OF THE NORTHWEST FACE OF THE BULKHEAD
 DP5320'AT THE SOUTHEAST END OF 19TH STREET.
 DP5320
 DP5320                          STATION RECOVERY (2017)
 DP5320
 DP5320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5320'RECOVERED AS DESCRIBED.
 DP5320
 DP5320                          STATION RECOVERY (2023)
 DP5320
 DP5320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DP5320'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7326 ***********************************************************************
 DQ7326  DESIGNATION -  5 T 4
 DQ7326  PID         -  DQ7326
 DQ7326  STATE/COUNTY-  NJ/CAPE MAY
 DQ7326  COUNTRY     -  US
 DQ7326  USGS QUAD   -  OCEAN CITY (2019)
 DQ7326
 DQ7326                         *CURRENT SURVEY CONTROL
 DQ7326  ______________________________________________________________________
 DQ7326* NAD 83(1986) POSITION- 39 17 18.14   (N) 074 34 59.98   (W)   HD_HELD1
 DQ7326* NAVD 88 ORTHO HEIGHT -     8.731 (meters)       28.65  (feet) ADJUSTED
 DQ7326  ______________________________________________________________________
 DQ7326  GEOID HEIGHT    -        -34.575 (meters)                     GEOID18
 DQ7326  DYNAMIC HEIGHT  -          8.726 (meters)       28.63  (feet) COMP
 DQ7326  MODELED GRAVITY -    980,099.8   (mgal)                       NAVD 88
 DQ7326
 DQ7326  VERT ORDER      -  FIRST     CLASS II
 DQ7326
 DQ7326.The horizontal coordinates were determined by differentially corrected
 DQ7326.hand held GPS observations or other comparable positioning techniques
 DQ7326.and have an estimated accuracy of +/- 3 meters.
 DQ7326
 DQ7326.The orthometric height was determined by differential leveling and
 DQ7326.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7326.in June 2018.
 DQ7326
 DQ7326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7326.GEOID18 height accuracy estimate available here.
 DQ7326
 DQ7326.Click photographs - Photos may exist for this station.
 DQ7326
 DQ7326.The dynamic height is computed by dividing the NAVD 88
 DQ7326.geopotential number by the normal gravity value computed on the
 DQ7326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7326.degrees latitude (g = 980.6199 gals.).
 DQ7326
 DQ7326.The modeled gravity was interpolated from observed gravity values.
 DQ7326
 DQ7326;                    North         East    Units  Estimated Accuracy
 DQ7326;SPC NJ       -    50,515.1     142,811.7     MT  (+/- 3 meters HH1 GPS) 
 DQ7326
 DQ7326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3593348861(NAD 83)
 DQ7326
 DQ7326                          SUPERSEDED SURVEY CONTROL
 DQ7326
 DQ7326.No superseded survey control is available for this station.
 DQ7326
 DQ7326_MARKER: DD = SURVEY DISK
 DQ7326_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ7326_SP_SET: ABUTMENT
 DQ7326_STAMPING: 5 T 4 2017
 DQ7326_MARK LOGO: NJGS
 DQ7326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7326+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2018
 DQ7326
 DQ7326  HISTORY     - Date     Condition        Report By
 DQ7326  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7326  HISTORY     - 20180802 GOOD             NJGS
 DQ7326
 DQ7326                          STATION DESCRIPTION
 DQ7326
 DQ7326'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7326'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF
 DQ7326'PLEASANTVILLE, 3.6 MI (5.8 KM) EAST-NORTHEAST OF MARMORA AND 0.9 MI
 DQ7326'(1.4 KM) NORTH-NORTHWEST OF OCEAN CITY, IN OCEAN CITY.
 DQ7326'
 DQ7326'TO REACH FROM THE INTERSECTION OF SHORE ROAD (COUNTY ROUTE 585) AND
 DQ7326'NEW JERSEY ROUTE 52 (MACARTHUR BOULEVARD/HOWARD S. STAINTON MEMORIAL
 DQ7326'CAUSEWAY), GO 1.7 MI (2.7 KM) SOUTHEAST ON NEW JERSEY ROUTE 52 TO THE
 DQ7326'ENTRANCE ROAD TO THE OCEAN CITY ROY GILLIAM WELCOME CENTER.  TURN
 DQ7326'RIGHT AND GO 0.1 MI (0.2 KM) AROUND THE ROADWAY TO THE STATION ON THE
 DQ7326'LEFT, SET IN A DRILL HOLE IN THE EXPOSED WEST END OF THE SOUTH
 DQ7326'ABUTMENT IN THE SIDEWALK-BICYCLE PATH AREA FOR THE ROY GILLIAM WELCOME
 DQ7326'CENTER BUILDING.
 DQ7326'
 DQ7326'IT IS 7.5 FT (2.3 M) WEST OF A CURB, 3.5 FT (1.1 M) EAST OF THE
 DQ7326'CONCRETE BASE FOR THE FENCE, 113 FT (34.4 M) OF THE SIGN FOR THE
 DQ7326'WELCOME CENTER, 15.5 FT (4.7 M) NORTH-NORTHEAST OF A LIGHT POLE.
 DQ7326
 DQ7326                          STATION RECOVERY (2018)
 DQ7326
 DQ7326'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DQ7326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9402 ***********************************************************************
 AI9402  DESIGNATION -  5 U 1
 AI9402  PID         -  AI9402
 AI9402  STATE/COUNTY-  NJ/CAPE MAY
 AI9402  COUNTRY     -  US
 AI9402  USGS QUAD   -  STONE HARBOR (2019)
 AI9402
 AI9402                         *CURRENT SURVEY CONTROL
 AI9402  ______________________________________________________________________
 AI9402* NAD 83(1986) POSITION- 39 00 26.37   (N) 074 47 28.56   (W)   HD_HELD1
 AI9402* NAVD 88 ORTHO HEIGHT -     1.862 (meters)        6.11  (feet) ADJUSTED
 AI9402  ______________________________________________________________________
 AI9402  GEOID HEIGHT    -        -35.451 (meters)                     GEOID18
 AI9402  DYNAMIC HEIGHT  -          1.861 (meters)        6.11  (feet) COMP
 AI9402  MODELED GRAVITY -    980,053.9   (mgal)                       NAVD 88
 AI9402
 AI9402  VERT ORDER      -  FIRST     CLASS II
 AI9402
 AI9402.The horizontal coordinates were determined by differentially corrected
 AI9402.hand held GPS observations or other comparable positioning techniques
 AI9402.and have an estimated accuracy of +/- 3 meters.
 AI9402
 AI9402.The orthometric height was determined by differential leveling and
 AI9402.adjusted by the NATIONAL GEODETIC SURVEY
 AI9402.in March 2001.
 AI9402
 AI9402.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9402.GEOID18 height accuracy estimate available here.
 AI9402
 AI9402.Click photographs - Photos may exist for this station.
 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       -    19,353.9     124,773.7     MT  (+/- 3 meters HH1 GPS) 
 AI9402
 AI9402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1807217610(NAD 83)
 AI9402
 AI9402                          SUPERSEDED SURVEY CONTROL
 AI9402
 AI9402.No superseded survey control is available for this station.
 AI9402
 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  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9402
 AI9402                          STATION RECOVERY (2007)
 AI9402
 AI9402'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1534 ***********************************************************************
 DP1534  DESIGNATION -  5 U 2
 DP1534  PID         -  DP1534
 DP1534  STATE/COUNTY-  NJ/CAPE MAY
 DP1534  COUNTRY     -  US
 DP1534  USGS QUAD   -  SEA ISLE CITY (2019)
 DP1534
 DP1534                         *CURRENT SURVEY CONTROL
 DP1534  ______________________________________________________________________
 DP1534* NAD 83(1986) POSITION- 39 07 48.61   (N) 074 42 43.61   (W)   HD_HELD1
 DP1534* NAVD 88 ORTHO HEIGHT -     2.249 (meters)        7.38  (feet) ADJUSTED
 DP1534  ______________________________________________________________________
 DP1534  GEOID HEIGHT    -        -35.104 (meters)                     GEOID18
 DP1534  DYNAMIC HEIGHT  -          2.248 (meters)        7.38  (feet) COMP
 DP1534  MODELED GRAVITY -    980,070.8   (mgal)                       NAVD 88
 DP1534
 DP1534  VERT ORDER      -  FIRST     CLASS II
 DP1534
 DP1534.The horizontal coordinates were determined by differentially corrected
 DP1534.hand held GPS observations or other comparable positioning techniques
 DP1534.and have an estimated accuracy of +/- 3 meters.
 DP1534
 DP1534.The orthometric height was determined by differential leveling and
 DP1534.adjusted by the NATIONAL GEODETIC SURVEY
 DP1534.in August 2014.
 DP1534
 DP1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1534.GEOID18 height accuracy estimate available here.
 DP1534
 DP1534.Click photographs - Photos may exist for this station.
 DP1534
 DP1534.The dynamic height is computed by dividing the NAVD 88
 DP1534.geopotential number by the normal gravity value computed on the
 DP1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1534.degrees latitude (g = 980.6199 gals.).
 DP1534
 DP1534.The modeled gravity was interpolated from observed gravity values.
 DP1534
 DP1534;                    North         East    Units  Estimated Accuracy
 DP1534;SPC NJ       -    32,971.4     131,660.9     MT  (+/- 3 meters HH1 GPS) 
 DP1534
 DP1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2488231261(NAD 83)
 DP1534
 DP1534                          SUPERSEDED SURVEY CONTROL
 DP1534
 DP1534.No superseded survey control is available for this station.
 DP1534
 DP1534_MARKER: DD = SURVEY DISK
 DP1534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP1534_SP_SET: WATER TANK FOOTING
 DP1534_STAMPING: 5 U 2 2013
 DP1534_MARK LOGO: NJGS
 DP1534_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1534+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 DP1534
 DP1534  HISTORY     - Date     Condition        Report By
 DP1534  HISTORY     - 20130227 MONUMENTED       NJGS
 DP1534
 DP1534                          STATION DESCRIPTION
 DP1534
 DP1534'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1534'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF STONE
 DP1534'HARBOR, 2.0 MI (3.2 KM) NORTH OF AVALON AND 1.9 MI (3.1 KM)
 DP1534'SOUTH-SOUTHWEST OF SEA ISLE CITY, IN TOWNSENDS INLET.
 DP1534'
 DP1534'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST FOOTING FOR THE
 DP1534'LEG OF THE TOWNSENDS INLET (SEA ISLE CITY) WATER TANK ON THE NORTHWEST
 DP1534'CORNER OF THE JUNCTION OF 80TH STREET AND CENTRAL AVENUE.  THE TANK IS
 DP1534'ON THE PROPERTY OF SEA ISLE CITY.
 DP1534'
 DP1534'THE STATION IS 64.0 FT (19.5 M) SOUTH OF THE SOUTH CURB OF 80TH
 DP1534'STREET, 195 FT (59.4 M) NORTHWEST OF THE NORTHWEST CURB OF CENTRAL
 DP1534'AVENUE, 12 FT (3.7 M) EAST OF THE CENTERLINE OF THE DRIVEWAY, 2 FT
 DP1534'(0.6 M) NORTHWEST OF THE LEG, 52 FT (15.8 M) SOUTHEAST OF THE
 DP1534'NORTHWEST CORNER OF THE 8 FT (2.4 M) CHAIN LINK FENCE.
 DP1534'
 DP1534'THE STATION IS ABOUT 1 FT (0.3 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5322 ***********************************************************************
 DP5322  DESIGNATION -  5 U 3
 DP5322  PID         -  DP5322
 DP5322  STATE/COUNTY-  NJ/CAPE MAY
 DP5322  COUNTRY     -  US
 DP5322  USGS QUAD   -  OCEAN CITY (2019)
 DP5322
 DP5322                         *CURRENT SURVEY CONTROL
 DP5322  ______________________________________________________________________
 DP5322* NAD 83(1986) POSITION- 39 16 15.16   (N) 074 34 59.22   (W)   HD_HELD1
 DP5322* NAVD 88 ORTHO HEIGHT -     2.300 (meters)        7.55  (feet) ADJUSTED
 DP5322  ______________________________________________________________________
 DP5322  GEOID HEIGHT    -        -34.647 (meters)                     GEOID18
 DP5322  DYNAMIC HEIGHT  -          2.299 (meters)        7.54  (feet) COMP
 DP5322  MODELED GRAVITY -    980,096.7   (mgal)                       NAVD 88
 DP5322
 DP5322  VERT ORDER      -  FIRST     CLASS II
 DP5322
 DP5322.The horizontal coordinates were determined by differentially corrected
 DP5322.hand held GPS observations or other comparable positioning techniques
 DP5322.and have an estimated accuracy of +/- 3 meters.
 DP5322
 DP5322.The orthometric height was determined by differential leveling and
 DP5322.adjusted by the NATIONAL GEODETIC SURVEY
 DP5322.in April 2015.
 DP5322
 DP5322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5322.GEOID18 height accuracy estimate available here.
 DP5322
 DP5322.Click photographs - Photos may exist for this station.
 DP5322
 DP5322.The dynamic height is computed by dividing the NAVD 88
 DP5322.geopotential number by the normal gravity value computed on the
 DP5322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5322.degrees latitude (g = 980.6199 gals.).
 DP5322
 DP5322.The modeled gravity was interpolated from observed gravity values.
 DP5322
 DP5322;                    North         East    Units  Estimated Accuracy
 DP5322;SPC NJ       -    48,573.1     142,828.2     MT  (+/- 3 meters HH1 GPS) 
 DP5322
 DP5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3596046919(NAD 83)
 DP5322
 DP5322                          SUPERSEDED SURVEY CONTROL
 DP5322
 DP5322.No superseded survey control is available for this station.
 DP5322
 DP5322_MARKER: DD = SURVEY DISK
 DP5322_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5322_SP_SET: CURB
 DP5322_STAMPING: 5 U 3
 DP5322_MARK LOGO: USACE
 DP5322_PROJECTION: FLUSH
 DP5322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5322+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2023
 DP5322
 DP5322  HISTORY     - Date     Condition        Report By
 DP5322  HISTORY     - UNK      MONUMENTED       USACE
 DP5322  HISTORY     - 20140801 GOOD             NJGS
 DP5322  HISTORY     - 20170814 GOOD             NJGS
 DP5322  HISTORY     - 20230922 GOOD             NJGS
 DP5322
 DP5322                          STATION DESCRIPTION
 DP5322
 DP5322'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5322'THE STATION IS LOCATED ABOUT 14.1 KM (8.8 MI) SOUTH-SOUTHWEST FROM THE
 DP5322'CITY OF PLEASANTVILLE, 5.4 KM (3.4 MI) EAST FROM THE COMMUNITY OF
 DP5322'MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF OCEAN CITY, NJ ON THE
 DP5322'SOUTHWEST SIDE OF 15TH STREET.
 DP5322'
 DP5322'TO REACH THE STATION FROM THE INTERSECTION OF WEST AVENUE, COUNTY ROAD
 DP5322'619 AND 15TH STREET, GO SOUTHEAST ON 15TH STREET FOR 0.20 MI (0.3 KM)
 DP5322'TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN A CONCRETE
 DP5322'CURB IN FRONT OF HOUSE NUMBERS 604 AND 606 ON THE SOUTHWEST SIDE OF
 DP5322'15TH STREET.
 DP5322'
 DP5322'THE STATION IS 18.3 FT (5.6 M) SOUTHWEST FROM THE CENTERLINE OF 15TH
 DP5322'STREET, 31.4 FT (9.6 M) NORTH FROM THE NORTH CORNER OF A ONE AND ONE
 DP5322'HALF STORY BRICK GARAGE, NUMBER 608, WITH TWO DOORS AND 43.5 FT (13.3
 DP5322'M) SOUTH-SOUTHWEST AND ACROSS THE STREET FROM WOOD UTILITY POLE NUMBER
 DP5322'02426.
 DP5322
 DP5322                          STATION RECOVERY (2017)
 DP5322
 DP5322'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5322'RECOVERED AS DESCRIBED.
 DP5322
 DP5322                          STATION RECOVERY (2023)
 DP5322
 DP5322'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DP5322'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7327 ***********************************************************************
 DQ7327  DESIGNATION -  5 U 4
 DQ7327  PID         -  DQ7327
 DQ7327  STATE/COUNTY-  NJ/CAPE MAY
 DQ7327  COUNTRY     -  US
 DQ7327  USGS QUAD   -  OCEAN CITY (2019)
 DQ7327
 DQ7327                         *CURRENT SURVEY CONTROL
 DQ7327  ______________________________________________________________________
 DQ7327* NAD 83(1986) POSITION- 39 17 09.06   (N) 074 34 54.82   (W)   HD_HELD1
 DQ7327* NAVD 88 ORTHO HEIGHT -    21.832 (meters)       71.63  (feet) ADJUSTED
 DQ7327  ______________________________________________________________________
 DQ7327  GEOID HEIGHT    -        -34.587 (meters)                     GEOID18
 DQ7327  DYNAMIC HEIGHT  -         21.820 (meters)       71.59  (feet) COMP
 DQ7327  MODELED GRAVITY -    980,099.3   (mgal)                       NAVD 88
 DQ7327
 DQ7327  VERT ORDER      -  FIRST     CLASS II
 DQ7327
 DQ7327.The horizontal coordinates were determined by differentially corrected
 DQ7327.hand held GPS observations or other comparable positioning techniques
 DQ7327.and have an estimated accuracy of +/- 3 meters.
 DQ7327
 DQ7327.The orthometric height was determined by differential leveling and
 DQ7327.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7327.in June 2018.
 DQ7327
 DQ7327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7327.GEOID18 height accuracy estimate available here.
 DQ7327
 DQ7327.Click photographs - Photos may exist for this station.
 DQ7327
 DQ7327.The dynamic height is computed by dividing the NAVD 88
 DQ7327.geopotential number by the normal gravity value computed on the
 DQ7327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7327.degrees latitude (g = 980.6199 gals.).
 DQ7327
 DQ7327.The modeled gravity was interpolated from observed gravity values.
 DQ7327
 DQ7327;                    North         East    Units  Estimated Accuracy
 DQ7327;SPC NJ       -    50,235.0     142,935.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7327
 DQ7327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3605848581(NAD 83)
 DQ7327
 DQ7327                          SUPERSEDED SURVEY CONTROL
 DQ7327
 DQ7327.No superseded survey control is available for this station.
 DQ7327
 DQ7327_MARKER: DD = SURVEY DISK
 DQ7327_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ7327_SP_SET: BRIDGE OUTCOVE
 DQ7327_STAMPING: 5 U 4 2017
 DQ7327_MARK LOGO: NJGS
 DQ7327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7327+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DQ7327
 DQ7327  HISTORY     - Date     Condition        Report By
 DQ7327  HISTORY     - 20170814 MONUMENTED       NJGS
 DQ7327
 DQ7327                          STATION DESCRIPTION
 DQ7327
 DQ7327'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7327'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHWEST OF
 DQ7327'PLEASANTVILLE, 3.7 MI (6.0 KM) EAST-NORTHEAST OF MARMORA AND 0.8 MI
 DQ7327'(1.3 KM) NORTH-NORTHWEST OF OCEAN CITY, IN OCEAN CITY.
 DQ7327'
 DQ7327'TO REACH FROM THE INTERSECTION OF SHORE ROAD (COUNTY ROUTE 585) AND
 DQ7327'NEW JERSEY ROUTE 52 (MACARTHUR BOULEVARD/HOWARD S. STAINTON MEMORIAL
 DQ7327'CAUSEWAY), GO 1.85 MI (2.98 KM) SOUTH ON NEW JERSEY ROUTE 52 TO THE
 DQ7327'STATION ON THE RIGHT, SET IN A DRILL HOLE IN THE SIDEWALK IN THE OUT
 DQ7327'COVE IN THE SIDEWALK-BICYCLE PATH AREA FOR THE SOUTHBOUND LANES OF THE
 DQ7327'NEW JERSEY ROUTE 52 BRIDGE (HOWARD S. STAINTON MEMORIAL CAUSEWAY) OVER
 DQ7327'THE INTERCOASTAL WATERWAY OF THE GREAT EGG HARBOR BAY.
 DQ7327'
 DQ7327'THE STATION IS 15 FT (4.6 M) WEST OF THE WEST FACE OF THE BASE FOR THE
 DQ7327'GUARD RAIL, 3 FT (0.9 M) EAST OF THE EAST FACE OF THE BRIDGE FENCE,
 DQ7327'100 FT (30.5 M) NORTH-NORTHWEST OF A SIGN (SPEED LIMIT 35), 163 FT
 DQ7327'(49.7 M) NORTH-NORTHWEST OF THE RANGE OF A TRAFFIC CAMERA IN THE
 DQ7327'CENTER OF THE ROADWAY DIVIDER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9401 ***********************************************************************
 AI9401  DESIGNATION -  5 V 1
 AI9401  PID         -  AI9401
 AI9401  STATE/COUNTY-  NJ/CAPE MAY
 AI9401  COUNTRY     -  US
 AI9401  USGS QUAD   -  STONE HARBOR (2019)
 AI9401
 AI9401                         *CURRENT SURVEY CONTROL
 AI9401  ______________________________________________________________________
 AI9401* NAD 83(1986) POSITION- 39 00 04.     (N) 074 47 49.     (W)   SCALED
 AI9401* NAVD 88 ORTHO HEIGHT -     2.752 (meters)        9.03  (feet) ADJUSTED
 AI9401  ______________________________________________________________________
 AI9401  GEOID HEIGHT    -        -35.464 (meters)                     GEOID18
 AI9401  DYNAMIC HEIGHT  -          2.750 (meters)        9.02  (feet) COMP
 AI9401  MODELED GRAVITY -    980,053.2   (mgal)                       NAVD 88
 AI9401
 AI9401  VERT ORDER      -  FIRST     CLASS II
 AI9401
 AI9401.The horizontal coordinates were scaled from a map and have
 AI9401.an estimated accuracy of +/- 6 seconds.
 AI9401
 AI9401.The orthometric height was determined by differential leveling and
 AI9401.adjusted by the NATIONAL GEODETIC SURVEY
 AI9401.in March 2001.
 AI9401
 AI9401.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9401.GEOID18 height accuracy estimate available here.
 AI9401
 AI9401.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ175169(NAD 83)
 AI9401
 AI9401                          SUPERSEDED SURVEY CONTROL
 AI9401
 AI9401.No superseded survey control is available for this station.
 AI9401
 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  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9401
 AI9401                          STATION RECOVERY (2007)
 AI9401
 AI9401'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9401'MARK IS IN THE WEST CORNER OF THE FLAGPOLE BASE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1535 ***********************************************************************
 DP1535  DESIGNATION -  5 V 2
 DP1535  PID         -  DP1535
 DP1535  STATE/COUNTY-  NJ/CAPE MAY
 DP1535  COUNTRY     -  US
 DP1535  USGS QUAD   -  SEA ISLE CITY (2019)
 DP1535
 DP1535                         *CURRENT SURVEY CONTROL
 DP1535  ______________________________________________________________________
 DP1535* NAD 83(1986) POSITION- 39 08 27.03   (N) 074 42 10.18   (W)   HD_HELD1
 DP1535* NAVD 88 ORTHO HEIGHT -     1.171 (meters)        3.84  (feet) ADJUSTED
 DP1535  ______________________________________________________________________
 DP1535  GEOID HEIGHT    -        -35.070 (meters)                     GEOID18
 DP1535  DYNAMIC HEIGHT  -          1.170 (meters)        3.84  (feet) COMP
 DP1535  MODELED GRAVITY -    980,072.7   (mgal)                       NAVD 88
 DP1535
 DP1535  VERT ORDER      -  FIRST     CLASS II
 DP1535
 DP1535.The horizontal coordinates were determined by differentially corrected
 DP1535.hand held GPS observations or other comparable positioning techniques
 DP1535.and have an estimated accuracy of +/- 3 meters.
 DP1535
 DP1535.The orthometric height was determined by differential leveling and
 DP1535.adjusted by the NATIONAL GEODETIC SURVEY
 DP1535.in August 2014.
 DP1535
 DP1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1535.GEOID18 height accuracy estimate available here.
 DP1535
 DP1535.Click photographs - Photos may exist for this station.
 DP1535
 DP1535.The dynamic height is computed by dividing the NAVD 88
 DP1535.geopotential number by the normal gravity value computed on the
 DP1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1535.degrees latitude (g = 980.6199 gals.).
 DP1535
 DP1535.The modeled gravity was interpolated from observed gravity values.
 DP1535
 DP1535;                    North         East    Units  Estimated Accuracy
 DP1535;SPC NJ       -    34,154.3     132,466.4     MT  (+/- 3 meters HH1 GPS) 
 DP1535
 DP1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2568132448(NAD 83)
 DP1535
 DP1535                          SUPERSEDED SURVEY CONTROL
 DP1535
 DP1535.No superseded survey control is available for this station.
 DP1535
 DP1535_MARKER: DD = SURVEY DISK
 DP1535_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP1535+WITH SETTING: PAVEMENT
 DP1535_SP_SET: RECTANGULAR MANHOLE RIM
 DP1535_STAMPING: 5 V 2 2013
 DP1535_MARK LOGO: NJGS
 DP1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1535+STABILITY: SURFACE MOTION
 DP1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1535+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 DP1535
 DP1535  HISTORY     - Date     Condition        Report By
 DP1535  HISTORY     - 20130227 MONUMENTED       NJGS
 DP1535  HISTORY     - 20240918 GOOD             BASE9
 DP1535
 DP1535                          STATION DESCRIPTION
 DP1535
 DP1535'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1535'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF STONE
 DP1535'HARBOR, 2.9 MI (4.7 KM) NORTH-NORTHEAST OF AVALON.
 DP1535'
 DP1535'THE STATION IS LOCATED IN SEA ISLE CITY, SET IN A DRILL HOLE IN THE
 DP1535'SOUTHEAST CORNER OF THE MANHOLE RIM ON THE SOUTHWEST CORNER OF LANDIS
 DP1535'AVENUE AND 63RD STREET IN THE SIDEWALK AREA.
 DP1535'
 DP1535'THE STATION IS 7.3 FT (2.2 M) SOUTH OF THE SOUTH CURB OF 63RD STREET,
 DP1535'32.8 FT (10.0 M) WEST OF THE WEST CURB OF LANDIS AVENUE, 30.6 FT (9.3
 DP1535'M) EAST OF POLE NUMBER 72451-21335, 19 FT (5.8 M) NORTHWEST OF THE
 DP1535'NORTHWEST CORNER OF A RETAIL STORE.
 DP1535
 DP1535                          STATION RECOVERY (2024)
 DP1535
 DP1535'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (RLS)
 DP1535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5327 ***********************************************************************
 DP5327  DESIGNATION -  5 V 3
 DP5327  PID         -  DP5327
 DP5327  STATE/COUNTY-  NJ/CAPE MAY
 DP5327  COUNTRY     -  US
 DP5327  USGS QUAD   -  OCEAN CITY (2019)
 DP5327
 DP5327                         *CURRENT SURVEY CONTROL
 DP5327  ______________________________________________________________________
 DP5327* NAD 83(1986) POSITION- 39 16 32.46   (N) 074 34 19.15   (W)   HD_HELD1
 DP5327* NAVD 88 ORTHO HEIGHT -     1.595 (meters)        5.23  (feet) ADJUSTED
 DP5327  ______________________________________________________________________
 DP5327  GEOID HEIGHT    -        -34.639 (meters)                     GEOID18
 DP5327  DYNAMIC HEIGHT  -          1.594 (meters)        5.23  (feet) COMP
 DP5327  MODELED GRAVITY -    980,097.4   (mgal)                       NAVD 88
 DP5327
 DP5327  VERT ORDER      -  FIRST     CLASS II
 DP5327
 DP5327.The horizontal coordinates were determined by differentially corrected
 DP5327.hand held GPS observations or other comparable positioning techniques
 DP5327.and have an estimated accuracy of +/- 3 meters.
 DP5327
 DP5327.The orthometric height was determined by differential leveling and
 DP5327.adjusted by the NATIONAL GEODETIC SURVEY
 DP5327.in April 2015.
 DP5327
 DP5327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5327.GEOID18 height accuracy estimate available here.
 DP5327
 DP5327.Click photographs - Photos may exist for this station.
 DP5327
 DP5327.The dynamic height is computed by dividing the NAVD 88
 DP5327.geopotential number by the normal gravity value computed on the
 DP5327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5327.degrees latitude (g = 980.6199 gals.).
 DP5327
 DP5327.The modeled gravity was interpolated from observed gravity values.
 DP5327
 DP5327;                    North         East    Units  Estimated Accuracy
 DP5327;SPC NJ       -    49,105.7     143,789.0     MT  (+/- 3 meters HH1 GPS) 
 DP5327
 DP5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3691847457(NAD 83)
 DP5327
 DP5327                          SUPERSEDED SURVEY CONTROL
 DP5327
 DP5327.No superseded survey control is available for this station.
 DP5327
 DP5327_MARKER: DD = SURVEY DISK
 DP5327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5327_SP_SET: CURB
 DP5327_STAMPING: 5 V 3
 DP5327_MARK LOGO: USACE
 DP5327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5327+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DP5327
 DP5327  HISTORY     - Date     Condition        Report By
 DP5327  HISTORY     - UNK      MONUMENTED       USACE
 DP5327  HISTORY     - 20140804 GOOD             NJGS
 DP5327  HISTORY     - 20240917 GOOD             BASE9
 DP5327
 DP5327                          STATION DESCRIPTION
 DP5327
 DP5327'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5327'THE STATION IS LOCATED ABOUT 13.3 KM (8.3 MI) SOUTH-SOUTHWEST FROM THE
 DP5327'CITY OF PLEASANTVILLE, 6.4 KM (4.0 MI) EAST FROM THE COMMUNITY OF
 DP5327'MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF OCEAN CITY, NJ.
 DP5327'
 DP5327'TO REACH THE STATION FROM THE INTERSECTION OF WEST AVENUE (COUNTY ROAD
 DP5327'619) AND NINTH STREET, GO SOUTHEAST ON NINTH STREET FOR 0.37 MI (0.6
 DP5327'KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN A
 DP5327'CONCRETE CURB ON THE NORTHEAST SIDE OF NINTH STREET IN FRONT OF A
 DP5327'MUNICIPAL PARKING LOT AND OPPOSITE THE CENTERLINE OF AN ENTRANCE DRIVE
 DP5327'LEADING TO A PRIVATE PARKING LOT ON THE SOUTHWEST SIDE OF NINTH
 DP5327'STREET.
 DP5327'
 DP5327'THE STATION IS 20.3 FT (6.2 M) NORTHEAST FROM THE CENTERLINE OF NINTH
 DP5327'STREET, 51.0 FT (15.5 M) NORTH AND ACROSS THE STREET FROM WOOD UTILITY
 DP5327'POLE NUMBER 06601 AND 51.5 FT (15.7 M) NORTHWEST FROM A YELLOW PAINTED
 DP5327'FIRE HYDRANT ON THE NORTHEAST SIDE OF NINTH STREET.
 DP5327
 DP5327                          STATION RECOVERY (2024)
 DP5327
 DP5327'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (DRD)
 DP5327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7329 ***********************************************************************
 DQ7329  DESIGNATION -  5 V 4
 DQ7329  PID         -  DQ7329
 DQ7329  STATE/COUNTY-  NJ/CAPE MAY
 DQ7329  COUNTRY     -  US
 DQ7329  USGS QUAD   -  OCEAN CITY (2019)
 DQ7329
 DQ7329                         *CURRENT SURVEY CONTROL
 DQ7329  ______________________________________________________________________
 DQ7329* NAD 83(1986) POSITION- 39 16 54.50   (N) 074 33 57.93   (W)   HD_HELD1
 DQ7329* NAVD 88 ORTHO HEIGHT -     2.341 (meters)        7.68  (feet) ADJUSTED
 DQ7329  ______________________________________________________________________
 DQ7329  GEOID HEIGHT    -        -34.619 (meters)                     GEOID18
 DQ7329  DYNAMIC HEIGHT  -          2.340 (meters)        7.68  (feet) COMP
 DQ7329  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 DQ7329
 DQ7329  VERT ORDER      -  FIRST     CLASS II
 DQ7329
 DQ7329.The horizontal coordinates were determined by differentially corrected
 DQ7329.hand held GPS observations or other comparable positioning techniques
 DQ7329.and have an estimated accuracy of +/- 3 meters.
 DQ7329
 DQ7329.The orthometric height was determined by differential leveling and
 DQ7329.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7329.in June 2018.
 DQ7329
 DQ7329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7329.GEOID18 height accuracy estimate available here.
 DQ7329
 DQ7329.Click photographs - Photos may exist for this station.
 DQ7329
 DQ7329.The dynamic height is computed by dividing the NAVD 88
 DQ7329.geopotential number by the normal gravity value computed on the
 DQ7329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7329.degrees latitude (g = 980.6199 gals.).
 DQ7329
 DQ7329.The modeled gravity was interpolated from observed gravity values.
 DQ7329
 DQ7329;                    North         East    Units  Estimated Accuracy
 DQ7329;SPC NJ       -    49,785.0     144,298.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7329
 DQ7329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3742348139(NAD 83)
 DQ7329
 DQ7329                          SUPERSEDED SURVEY CONTROL
 DQ7329
 DQ7329.No superseded survey control is available for this station.
 DQ7329
 DQ7329_MARKER: DV = VERTICAL CONTROL DISK
 DQ7329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ7329_SP_SET: SIDEWALK
 DQ7329_STAMPING: 5 V 4 2017
 DQ7329_MARK LOGO: NJGS
 DQ7329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ7329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7329+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2017
 DQ7329
 DQ7329  HISTORY     - Date     Condition        Report By
 DQ7329  HISTORY     - 20170901 MONUMENTED       NJGS
 DQ7329
 DQ7329                          STATION DESCRIPTION
 DQ7329
 DQ7329'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ7329'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF
 DQ7329'PLEASANTVILLE, 4.4 MI (7.1 KM) EAST-NORTHEAST OF MARMORA AND IN THE
 DQ7329'TOWN OF OCEAN CITY, NJ.
 DQ7329'
 DQ7329'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK ON THE SOUTHEAST
 DQ7329'CORNER OF FOURTH STREET AND ATLANTIC AVENUE.
 DQ7329'
 DQ7329'THE STATION IS 33 FT (10.1 M) SOUTHEAST OF THE CENTERLINE OF ATLANTIC
 DQ7329'AVENUE, 21 FT (6.4 M) SOUTHWEST OF THE CENTERLINE OF FOURTH STREET, 18
 DQ7329'FT (5.5 M) EAST OF POLE NUMBER 04486, 50 FT (15.2 M) NORTHWEST OF POLE
 DQ7329'NUMBER 04487, 2 FT (0.6 M) SOUTHWEST OF THE CURB OF FOURTH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9400 ***********************************************************************
 AI9400  DESIGNATION -  5 W 1
 AI9400  PID         -  AI9400
 AI9400  STATE/COUNTY-  NJ/CAPE MAY
 AI9400  COUNTRY     -  US
 AI9400  USGS QUAD   -  WILDWOOD (2019)
 AI9400
 AI9400                         *CURRENT SURVEY CONTROL
 AI9400  ______________________________________________________________________
 AI9400* NAD 83(1986) POSITION- 38 59 33.     (N) 074 48 51.     (W)   SCALED
 AI9400* NAVD 88 ORTHO HEIGHT -     2.037 (meters)        6.68  (feet) ADJUSTED
 AI9400  ______________________________________________________________________
 AI9400  GEOID HEIGHT    -        -35.475 (meters)                     GEOID18
 AI9400  DYNAMIC HEIGHT  -          2.036 (meters)        6.68  (feet) COMP
 AI9400  MODELED GRAVITY -    980,052.7   (mgal)                       NAVD 88
 AI9400
 AI9400  VERT ORDER      -  FIRST     CLASS II
 AI9400
 AI9400.The horizontal coordinates were scaled from a map and have
 AI9400.an estimated accuracy of +/- 6 seconds.
 AI9400
 AI9400.The orthometric height was determined by differential leveling and
 AI9400.adjusted by the NATIONAL GEODETIC SURVEY
 AI9400.in March 2001.
 AI9400
 AI9400.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9400.GEOID18 height accuracy estimate available here.
 AI9400
 AI9400.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ160159(NAD 83)
 AI9400
 AI9400                          SUPERSEDED SURVEY CONTROL
 AI9400
 AI9400.No superseded survey control is available for this station.
 AI9400
 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 - April 01, 2014
 AI9400
 AI9400  HISTORY     - Date     Condition        Report By
 AI9400  HISTORY     - 1998     MONUMENTED       NJGS
 AI9400  HISTORY     - 20071007 GOOD             GEOCAC
 AI9400  HISTORY     - 20140401 GOOD             INDIV
 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.
 AI9400
 AI9400                          STATION RECOVERY (2007)
 AI9400
 AI9400'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9400'RECOVERED IN GOOD CONDITION.
 AI9400
 AI9400                          STATION RECOVERY (2014)
 AI9400
 AI9400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (RSS)
 AI9400'MONUMENT IS IN A SECURE, FENCED LOCATION OWNED BY THE WILDWOOD WATER
 AI9400'UTILITY. IT IS RECOMMENDED THAT CONTACT BE MADE WITH THEM FOR PROPER
 AI9400'ACCESS. PHONE NUMBER FOR THE UTILITY IS 609-846-0600.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1536 ***********************************************************************
 DP1536  DESIGNATION -  5 W 2
 DP1536  PID         -  DP1536
 DP1536  STATE/COUNTY-  NJ/CAPE MAY
 DP1536  COUNTRY     -  US
 DP1536  USGS QUAD   -  SEA ISLE CITY (2019)
 DP1536
 DP1536                         *CURRENT SURVEY CONTROL
 DP1536  ______________________________________________________________________
 DP1536* NAD 83(1986) POSITION- 39 09 26.71   (N) 074 41 30.91   (W)   HD_HELD1
 DP1536* NAVD 88 ORTHO HEIGHT -     1.906 (meters)        6.25  (feet) ADJUSTED
 DP1536  ______________________________________________________________________
 DP1536  GEOID HEIGHT    -        -35.012 (meters)                     GEOID18
 DP1536  DYNAMIC HEIGHT  -          1.905 (meters)        6.25  (feet) COMP
 DP1536  MODELED GRAVITY -    980,075.6   (mgal)                       NAVD 88
 DP1536
 DP1536  VERT ORDER      -  FIRST     CLASS II
 DP1536
 DP1536.The horizontal coordinates were determined by differentially corrected
 DP1536.hand held GPS observations or other comparable positioning techniques
 DP1536.and have an estimated accuracy of +/- 3 meters.
 DP1536
 DP1536.The orthometric height was determined by differential leveling and
 DP1536.adjusted by the NATIONAL GEODETIC SURVEY
 DP1536.in August 2014.
 DP1536
 DP1536.No vertical observational check was made to the station.
 DP1536
 DP1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1536.GEOID18 height accuracy estimate available here.
 DP1536
 DP1536.Click photographs - Photos may exist for this station.
 DP1536
 DP1536.The dynamic height is computed by dividing the NAVD 88
 DP1536.geopotential number by the normal gravity value computed on the
 DP1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1536.degrees latitude (g = 980.6199 gals.).
 DP1536
 DP1536.The modeled gravity was interpolated from observed gravity values.
 DP1536
 DP1536;                    North         East    Units  Estimated Accuracy
 DP1536;SPC NJ       -    35,992.5     133,413.3     MT  (+/- 3 meters HH1 GPS) 
 DP1536
 DP1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2661834291(NAD 83)
 DP1536
 DP1536                          SUPERSEDED SURVEY CONTROL
 DP1536
 DP1536.No superseded survey control is available for this station.
 DP1536
 DP1536_MARKER: DD = SURVEY DISK
 DP1536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP1536_SP_SET: WATER TANK LEG FOOTING
 DP1536_STAMPING: 5 W 2 2013
 DP1536_MARK LOGO: NJGS
 DP1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1536+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2013
 DP1536
 DP1536  HISTORY     - Date     Condition        Report By
 DP1536  HISTORY     - 20130423 MONUMENTED       NJGS
 DP1536
 DP1536                          STATION DESCRIPTION
 DP1536
 DP1536'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1536'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF
 DP1536'MARMORA, 4.1 MI (6.6 KM) NORTH-NORTHEAST OF AVALON AND IN THE TOWN OF
 DP1536'SEA ISLE CITY, NJ.
 DP1536'
 DP1536'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 DP1536'FOOTING OF THE SOUTHERLY OF NINE LEGS FOR THE SEA ISLE CITY WATER TANK
 DP1536'ON THE GROUNDS OF THE SEA ISLE CITY DEPARTMENT OF PUBLIC WORKS ON THE
 DP1536'SOUTHEAST CORNER OF CENTRAL AVENUE AND 40TH STREET.
 DP1536'
 DP1536'THE STATION IS 100.0 FT (30.5 M) SOUTHEAST OF THE CENTERLINE OF
 DP1536'CENTRAL AVENUE, 140.0 FT (42.7 M) NORTHEAST OF THE CENTERLINE OF 40TH
 DP1536'STREET, 66.0 FT (20.1 M) SOUTHEAST OF THE ENTRANCE GATE TO THE YARD,
 DP1536'32 FT (9.8 M) NORTHWEST OF THE EAST FENCE, 24.5 FT (7.5 M) NORTH OF
 DP1536'THE NORTHWEST CORNER OF A GARAGE.
 DP1536'
 DP1536'THE STATION IS ABOUT 6 INCHES (15 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5324 ***********************************************************************
 DP5324  DESIGNATION -  5 W 3
 DP5324  PID         -  DP5324
 DP5324  STATE/COUNTY-  NJ/CAPE MAY
 DP5324  COUNTRY     -  US
 DP5324  USGS QUAD   -  OCEAN CITY (2019)
 DP5324
 DP5324                         *CURRENT SURVEY CONTROL
 DP5324  ______________________________________________________________________
 DP5324* NAD 83(1986) POSITION- 39 16 43.82   (N) 074 34 43.90   (W)   HD_HELD1
 DP5324* NAVD 88 ORTHO HEIGHT -     1.588 (meters)        5.21  (feet) ADJUSTED
 DP5324  ______________________________________________________________________
 DP5324  GEOID HEIGHT    -        -34.619 (meters)                     GEOID18
 DP5324  DYNAMIC HEIGHT  -          1.587 (meters)        5.21  (feet) COMP
 DP5324  MODELED GRAVITY -    980,098.0   (mgal)                       NAVD 88
 DP5324
 DP5324  VERT ORDER      -  FIRST     CLASS II
 DP5324
 DP5324.The horizontal coordinates were determined by differentially corrected
 DP5324.hand held GPS observations or other comparable positioning techniques
 DP5324.and have an estimated accuracy of +/- 3 meters.
 DP5324
 DP5324.The orthometric height was determined by differential leveling and
 DP5324.adjusted by the NATIONAL GEODETIC SURVEY
 DP5324.in June 2018.
 DP5324
 DP5324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5324.GEOID18 height accuracy estimate available here.
 DP5324
 DP5324.Click photographs - Photos may exist for this station.
 DP5324
 DP5324.The dynamic height is computed by dividing the NAVD 88
 DP5324.geopotential number by the normal gravity value computed on the
 DP5324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5324.degrees latitude (g = 980.6199 gals.).
 DP5324
 DP5324.The modeled gravity was interpolated from observed gravity values.
 DP5324
 DP5324;                    North         East    Units  Estimated Accuracy
 DP5324;SPC NJ       -    49,456.5     143,196.1     MT  (+/- 3 meters HH1 GPS) 
 DP5324
 DP5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3632347804(NAD 83)
 DP5324
 DP5324                          SUPERSEDED SURVEY CONTROL
 DP5324
 DP5324  NAVD 88 (04/28/15)    1.593  (m)            5.23   (f) SUPERSEDED  1 2
 DP5324
 DP5324.Superseded values are not recommended for survey control.
 DP5324
 DP5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5324.See file dsdata.pdf to determine how the superseded data were derived.
 DP5324
 DP5324_MARKER: DD = SURVEY DISK
 DP5324_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5324_SP_SET: FLAGPOLE BASE
 DP5324_STAMPING: 5 W 3 2014
 DP5324_MARK LOGO: NJGS
 DP5324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5324+STABILITY: SURFACE MOTION
 DP5324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5324+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DP5324
 DP5324  HISTORY     - Date     Condition        Report By
 DP5324  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5324  HISTORY     - 20170814 GOOD             NJGS
 DP5324
 DP5324                          STATION DESCRIPTION
 DP5324
 DP5324'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5324'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF
 DP5324'PLEASANTVILLE, 3.7 MI (6.0 KM) EAST-NORTHEAST OF MARMORA AND IN THE
 DP5324'TOWN OF OCEAN CITY, NJ.
 DP5324'
 DP5324'THE STATION IS SET IN A DRILL HOLE IN THE EAST CORNER OF THE BASE OF A
 DP5324'FLAG POLE NEAR THE SOUTH CORNER OF THE FORMER RAILROAD STATION, NOW
 DP5324'THE BUS TERMINAL FOR NEW JERSEY TRANSIT (OCEAN CITY TRANSPORTATION
 DP5324'CENTER) ON THE SOUTHEAST CORNER OF THE JUNCTION OF HAVEN AVENUE AND
 DP5324'10TH STREET.
 DP5324'
 DP5324'THE STATION IS 63.8 FT (19.4 M) SOUTHEAST OF THE SOUTHEAST CURB OF
 DP5324'HAVEN AVENUE, 27.2 NORTHEAST OF THE NORTHEAST CURB OF 10TH AVENUE,
 DP5324'22.7 FT (6.9 M) SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING, 23.7 FT
 DP5324'(7.2 M) NORTH OF POLE NUMBER W2017, 70.7 FT (21.5 M) NORTHWEST OF THE
 DP5324'CENTERLINE OF AN ALLEY.
 DP5324
 DP5324                          STATION RECOVERY (2017)
 DP5324
 DP5324'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5324'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6979 ***********************************************************************
 AM6979  DESIGNATION -  5 X 1
 AM6979  PID         -  AM6979
 AM6979  STATE/COUNTY-  NJ/CAPE MAY
 AM6979  COUNTRY     -  US
 AM6979  USGS QUAD   -  MARMORA (2019)
 AM6979
 AM6979                         *CURRENT SURVEY CONTROL
 AM6979  ______________________________________________________________________
 AM6979* NAD 83(1986) POSITION- 39 15 42.7    (N) 074 38 32.4    (W)   HD_HELD2
 AM6979* NAVD 88 ORTHO HEIGHT -     2.182 (meters)        7.16  (feet) ADJUSTED
 AM6979  ______________________________________________________________________
 AM6979  GEOID HEIGHT    -        -34.623 (meters)                     GEOID18
 AM6979  DYNAMIC HEIGHT  -          2.181 (meters)        7.16  (feet) COMP
 AM6979  MODELED GRAVITY -    980,095.6   (mgal)                       NAVD 88
 AM6979
 AM6979  VERT ORDER      -  FIRST     CLASS II
 AM6979
 AM6979.The horizontal coordinates were established by autonomous hand held GPS
 AM6979.observations and have an estimated accuracy of +/- 10 meters.
 AM6979
 AM6979.The orthometric height was determined by differential leveling and
 AM6979.adjusted by the NATIONAL GEODETIC SURVEY
 AM6979.in March 2005.
 AM6979
 AM6979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6979.GEOID18 height accuracy estimate available here.
 AM6979
 AM6979.Click photographs - Photos may exist for this station.
 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       -    47,579.      137,717.      MT  (+/- 10 meters HH2 GPS)
 AM6979
 AM6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3085645897(NAD 83)
 AM6979
 AM6979                          SUPERSEDED SURVEY CONTROL
 AM6979
 AM6979.No superseded survey control is available for this station.
 AM6979
 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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1490 ***********************************************************************
 DP1490  DESIGNATION -  5 X 2
 DP1490  PID         -  DP1490
 DP1490  STATE/COUNTY-  NJ/CAPE MAY
 DP1490  COUNTRY     -  US
 DP1490  USGS QUAD   -  SEA ISLE CITY (2019)
 DP1490
 DP1490                         *CURRENT SURVEY CONTROL
 DP1490  ______________________________________________________________________
 DP1490* NAD 83(1986) POSITION- 39 08 48.73   (N) 074 41 53.47   (W)   HD_HELD1
 DP1490* NAVD 88 ORTHO HEIGHT -     1.380 (meters)        4.53  (feet) ADJUSTED
 DP1490  ______________________________________________________________________
 DP1490  GEOID HEIGHT    -        -35.049 (meters)                     GEOID18
 DP1490  DYNAMIC HEIGHT  -          1.379 (meters)        4.52  (feet) COMP
 DP1490  MODELED GRAVITY -    980,073.7   (mgal)                       NAVD 88
 DP1490
 DP1490  VERT ORDER      -  FIRST     CLASS II
 DP1490
 DP1490.The horizontal coordinates were determined by differentially corrected
 DP1490.hand held GPS observations or other comparable positioning techniques
 DP1490.and have an estimated accuracy of +/- 3 meters.
 DP1490
 DP1490.The orthometric height was determined by differential leveling and
 DP1490.adjusted by the NATIONAL GEODETIC SURVEY
 DP1490.in August 2014.
 DP1490
 DP1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1490.GEOID18 height accuracy estimate available here.
 DP1490
 DP1490.Click photographs - Photos may exist for this station.
 DP1490
 DP1490.The dynamic height is computed by dividing the NAVD 88
 DP1490.geopotential number by the normal gravity value computed on the
 DP1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1490.degrees latitude (g = 980.6199 gals.).
 DP1490
 DP1490.The modeled gravity was interpolated from observed gravity values.
 DP1490
 DP1490;                    North         East    Units  Estimated Accuracy
 DP1490;SPC NJ       -    34,822.5     132,869.1     MT  (+/- 3 meters HH1 GPS) 
 DP1490
 DP1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2608033118(NAD 83)
 DP1490
 DP1490                          SUPERSEDED SURVEY CONTROL
 DP1490
 DP1490.No superseded survey control is available for this station.
 DP1490
 DP1490_MARKER: DD = SURVEY DISK
 DP1490_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP1490_SP_SET: CURB
 DP1490_STAMPING: 5 X 2 2013
 DP1490_MARK LOGO: NJGS
 DP1490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1490+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2024
 DP1490
 DP1490  HISTORY     - Date     Condition        Report By
 DP1490  HISTORY     - 20130501 MONUMENTED       NJGS
 DP1490  HISTORY     - 20230801 GOOD             NJGS
 DP1490  HISTORY     - 20240918 GOOD             BASE9
 DP1490
 DP1490                          STATION DESCRIPTION
 DP1490
 DP1490'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1490'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF STONE
 DP1490'HARBOR, 3.3 MI (5.3 KM) NORTH-NORTHEAST OF AVALON AND IN THE TOWN OF
 DP1490'SEA ISLE CITY, NJ.
 DP1490'
 DP1490'THE STATION IS SET IN THE CURB ON THE SOUTHEAST CORNER OF THE JUNCTION
 DP1490'OF COUNTY ROUTE 619 (LANDIS AVENUE) AND 54TH STREET.
 DP1490'
 DP1490'THE STATION IS 15 FT (4.6 M) SOUTHWEST OF THE CENTERLINE OF 54TH
 DP1490'STREET, 32 FT (9.8 M) SOUTHEAST OF THE CENTERLINE OF LANDIS AVENUE, 7
 DP1490'FT (2.1 M) WEST OF A FIRE HYDRANT, 44.8 FT (13.7 M) SOUTH-SOUTHWEST OF
 DP1490'POLE NUMBER 04138 AND 35 FT (10.7 M) NORTH OF THE NORTH CORNER OF A
 DP1490'STUCCO HOUSE.
 DP1490
 DP1490                          STATION RECOVERY (2023)
 DP1490
 DP1490'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DP1490'RECOVERED IN GOOD CONDITION.
 DP1490
 DP1490                          STATION RECOVERY (2024)
 DP1490
 DP1490'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (DRD)
 DP1490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5325 ***********************************************************************
 DP5325  DESIGNATION -  5 X 3
 DP5325  PID         -  DP5325
 DP5325  STATE/COUNTY-  NJ/CAPE MAY
 DP5325  COUNTRY     -  US
 DP5325  USGS QUAD   -  OCEAN CITY (2019)
 DP5325
 DP5325                         *CURRENT SURVEY CONTROL
 DP5325  ______________________________________________________________________
 DP5325* NAD 83(1986) POSITION- 39 16 52.98   (N) 074 34 45.31   (W)   HD_HELD1
 DP5325* NAVD 88 ORTHO HEIGHT -     1.211 (meters)        3.97  (feet) ADJUSTED
 DP5325  ______________________________________________________________________
 DP5325  GEOID HEIGHT    -        -34.608 (meters)                     GEOID18
 DP5325  DYNAMIC HEIGHT  -          1.210 (meters)        3.97  (feet) COMP
 DP5325  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 DP5325
 DP5325  VERT ORDER      -  FIRST     CLASS II
 DP5325
 DP5325.The horizontal coordinates were determined by differentially corrected
 DP5325.hand held GPS observations or other comparable positioning techniques
 DP5325.and have an estimated accuracy of +/- 3 meters.
 DP5325
 DP5325.The orthometric height was determined by differential leveling and
 DP5325.adjusted by the NATIONAL GEODETIC SURVEY
 DP5325.in June 2018.
 DP5325
 DP5325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5325.GEOID18 height accuracy estimate available here.
 DP5325
 DP5325.Click photographs - Photos may exist for this station.
 DP5325
 DP5325.The dynamic height is computed by dividing the NAVD 88
 DP5325.geopotential number by the normal gravity value computed on the
 DP5325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5325.degrees latitude (g = 980.6199 gals.).
 DP5325
 DP5325.The modeled gravity was interpolated from observed gravity values.
 DP5325
 DP5325;                    North         East    Units  Estimated Accuracy
 DP5325;SPC NJ       -    49,739.0     143,162.6     MT  (+/- 3 meters HH1 GPS) 
 DP5325
 DP5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3628848087(NAD 83)
 DP5325
 DP5325                          SUPERSEDED SURVEY CONTROL
 DP5325
 DP5325  NAVD 88 (04/28/15)    1.216  (m)            3.99   (f) SUPERSEDED  1 2
 DP5325
 DP5325.Superseded values are not recommended for survey control.
 DP5325
 DP5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5325.See file dsdata.pdf to determine how the superseded data were derived.
 DP5325
 DP5325_MARKER: DD = SURVEY DISK
 DP5325_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5325_SP_SET: TRAFFIC SIGNAL BASE
 DP5325_STAMPING: 5 X 3 2014
 DP5325_MARK LOGO: NJGS
 DP5325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5325+STABILITY: SURFACE MOTION
 DP5325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5325+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DP5325
 DP5325  HISTORY     - Date     Condition        Report By
 DP5325  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5325  HISTORY     - 20170814 GOOD             NJGS
 DP5325
 DP5325                          STATION DESCRIPTION
 DP5325
 DP5325'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5325'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF
 DP5325'PLEASANTVILLE, 3.7 MI (6.0 KM) EAST-NORTHEAST OF MARMORA AND IN THE
 DP5325'TOWN OF OCEAN CITY, NJ.
 DP5325'
 DP5325'THE STATION IS SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE BASE FOR
 DP5325'A TRAFFIC LIGHT SIGNAL ON THE NORTH CORNER OF THE JUNCTION OF EAST BAY
 DP5325'AVENUE (COUNTY ROUTE 656) AND NINTH STREET (STATE ROUTE 52).
 DP5325'
 DP5325'THE STATION IS 4.3 FT (1.3 M) NORTH-NORTHWEST OF THE NORTHWEST CURB OF
 DP5325'BAY AVENUE, 11.2 FT (3.4 M) NORTHEAST OF THE NORTHEAST CURB OF NINTH
 DP5325'AVENUE, 3 FT (0.9 M) SOUTHEAST OF THE MAST, 112 FT (34.1 M) SOUTHWEST
 DP5325'OF THE CENTERLINE OF REVERE PLACE.
 DP5325
 DP5325                          STATION RECOVERY (2017)
 DP5325
 DP5325'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5325'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6980 ***********************************************************************
 AM6980  DESIGNATION -  5 Y 1
 AM6980  PID         -  AM6980
 AM6980  STATE/COUNTY-  NJ/CAPE MAY
 AM6980  COUNTRY     -  US
 AM6980  USGS QUAD   -  MARMORA (2019)
 AM6980
 AM6980                         *CURRENT SURVEY CONTROL
 AM6980  ______________________________________________________________________
 AM6980* NAD 83(1986) POSITION- 39 16 11.4    (N) 074 38 36.3    (W)   HD_HELD2
 AM6980* NAVD 88 ORTHO HEIGHT -     7.350 (meters)       24.11  (feet) ADJUSTED
 AM6980  ______________________________________________________________________
 AM6980  GEOID HEIGHT    -        -34.589 (meters)                     GEOID18
 AM6980  DYNAMIC HEIGHT  -          7.346 (meters)       24.10  (feet) COMP
 AM6980  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 AM6980
 AM6980  VERT ORDER      -  FIRST     CLASS II
 AM6980
 AM6980.The horizontal coordinates were established by autonomous hand held GPS
 AM6980.observations and have an estimated accuracy of +/- 10 meters.
 AM6980
 AM6980.The orthometric height was determined by differential leveling and
 AM6980.adjusted by the NATIONAL GEODETIC SURVEY
 AM6980.in March 2005.
 AM6980
 AM6980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6980.GEOID18 height accuracy estimate available here.
 AM6980
 AM6980.Click photographs - Photos may exist for this station.
 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       -    48,464.      137,625.      MT  (+/- 10 meters HH2 GPS)
 AM6980
 AM6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3075946781(NAD 83)
 AM6980
 AM6980                          SUPERSEDED SURVEY CONTROL
 AM6980
 AM6980.No superseded survey control is available for this station.
 AM6980
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1539 ***********************************************************************
 DP1539  DESIGNATION -  5 Y 2
 DP1539  PID         -  DP1539
 DP1539  STATE/COUNTY-  NJ/CAPE MAY
 DP1539  COUNTRY     -  US
 DP1539  USGS QUAD   -  SEA ISLE CITY (2019)
 DP1539
 DP1539                         *CURRENT SURVEY CONTROL
 DP1539  ______________________________________________________________________
 DP1539* NAD 83(1986) POSITION- 39 09 57.92   (N) 074 41 00.06   (W)   HD_HELD1
 DP1539* NAVD 88 ORTHO HEIGHT -     0.994 (meters)        3.26  (feet) ADJUSTED
 DP1539  ______________________________________________________________________
 DP1539  GEOID HEIGHT    -        -34.985 (meters)                     GEOID18
 DP1539  DYNAMIC HEIGHT  -          0.994 (meters)        3.26  (feet) COMP
 DP1539  MODELED GRAVITY -    980,077.2   (mgal)                       NAVD 88
 DP1539
 DP1539  VERT ORDER      -  FIRST     CLASS II
 DP1539
 DP1539.The horizontal coordinates were determined by differentially corrected
 DP1539.hand held GPS observations or other comparable positioning techniques
 DP1539.and have an estimated accuracy of +/- 3 meters.
 DP1539
 DP1539.The orthometric height was determined by differential leveling and
 DP1539.adjusted by the NATIONAL GEODETIC SURVEY
 DP1539.in August 2014.
 DP1539
 DP1539.No vertical observational check was made to the station.
 DP1539
 DP1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1539.GEOID18 height accuracy estimate available here.
 DP1539
 DP1539.Click photographs - Photos may exist for this station.
 DP1539
 DP1539.The dynamic height is computed by dividing the NAVD 88
 DP1539.geopotential number by the normal gravity value computed on the
 DP1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1539.degrees latitude (g = 980.6199 gals.).
 DP1539
 DP1539.The modeled gravity was interpolated from observed gravity values.
 DP1539
 DP1539;                    North         East    Units  Estimated Accuracy
 DP1539;SPC NJ       -    36,953.3     134,155.8     MT  (+/- 3 meters HH1 GPS) 
 DP1539
 DP1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2735535255(NAD 83)
 DP1539
 DP1539                          SUPERSEDED SURVEY CONTROL
 DP1539
 DP1539.No superseded survey control is available for this station.
 DP1539
 DP1539_MARKER: DD = SURVEY DISK
 DP1539_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP1539_SP_SET: JUNCTION CHAMBER
 DP1539_STAMPING: 5 Y 2 2013
 DP1539_MARK LOGO: NJGS
 DP1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1539+STABILITY: SURFACE MOTION
 DP1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1539+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2014
 DP1539
 DP1539  HISTORY     - Date     Condition        Report By
 DP1539  HISTORY     - 20130531 MONUMENTED       NJGS
 DP1539  HISTORY     - 20140808 GOOD             NJGS
 DP1539
 DP1539                          STATION DESCRIPTION
 DP1539
 DP1539'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1539'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF
 DP1539'MARMORA, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF AVALON AND 1.0 MI (1.6 KM)
 DP1539'NORTH-NORTHEAST OF SEA ISLE CITY.
 DP1539'
 DP1539'TO REACH THE STATION FROM THE INTERSECTION OF JOHN F. KENNEDY
 DP1539'BOULEVARD, COUNTY ROAD 625 AND LANDIS AVENUE, COUNTY ROAD 619 IN THE
 DP1539'CITY OF SEA ISLE CITY, GO NORTHEAST ON LANDIS AVENUE FOR 1.2 MI (1.9
 DP1539'KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE AT THE SOUTH
 DP1539'CORNER OF A 7 FT (2.1 M) BY 9 FT (2.7 M) RECTANGULAR CONCRETE UTILITY
 DP1539'JUNCTION CHAMBER WITH METAL ACCESS DOOR AND STEEL VENT PIPE ON THE
 DP1539'NORTHWEST SIDE OF LANDIS AVENUE, JUST SOUTH FROM THE TEE INTERSECTION
 DP1539'WITH 25TH STREET.
 DP1539'
 DP1539'THE STATION IS 29.3 FT (8.9 M) NORTHWEST FROM THE CENTERLINE OF LANDIS
 DP1539'AVENUE, 39.3 FT (12.0 M) WEST FROM WOOD UTILITY POLE NUMBER 22-400 SI,
 DP1539'47.4 FT (14.4 M) WEST FROM A METAL POLE WITH STREET SIGNS ATTACHED AND
 DP1539'14.8 FT (4.5 M) NORTHWEST FROM THE CENTER OF A DOUBLE STEEL INLET
 DP1539'GRATE SET FLUSH IN THE WEST SHOULDER OF THE SOUTHBOUND LANE OF LANDIS
 DP1539'AVENUE.
 DP1539
 DP1539                          STATION RECOVERY (2014)
 DP1539
 DP1539'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP1539'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5328 ***********************************************************************
 DP5328  DESIGNATION -  5 Y 3
 DP5328  PID         -  DP5328
 DP5328  STATE/COUNTY-  NJ/CAPE MAY
 DP5328  COUNTRY     -  US
 DP5328  USGS QUAD   -  OCEAN CITY (2019)
 DP5328
 DP5328                         *CURRENT SURVEY CONTROL
 DP5328  ______________________________________________________________________
 DP5328* NAD 83(1986) POSITION- 39 17 07.28   (N) 074 34 25.02   (W)   HD_HELD1
 DP5328* NAVD 88 ORTHO HEIGHT -     1.697 (meters)        5.57  (feet) ADJUSTED
 DP5328  ______________________________________________________________________
 DP5328  GEOID HEIGHT    -        -34.597 (meters)                     GEOID18
 DP5328  DYNAMIC HEIGHT  -          1.696 (meters)        5.56  (feet) COMP
 DP5328  MODELED GRAVITY -    980,099.1   (mgal)                       NAVD 88
 DP5328
 DP5328  VERT ORDER      -  FIRST     CLASS II
 DP5328
 DP5328.The horizontal coordinates were determined by differentially corrected
 DP5328.hand held GPS observations or other comparable positioning techniques
 DP5328.and have an estimated accuracy of +/- 3 meters.
 DP5328
 DP5328.The orthometric height was determined by differential leveling and
 DP5328.adjusted by the NATIONAL GEODETIC SURVEY
 DP5328.in June 2018.
 DP5328
 DP5328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5328.GEOID18 height accuracy estimate available here.
 DP5328
 DP5328.Click photographs - Photos may exist for this station.
 DP5328
 DP5328.The dynamic height is computed by dividing the NAVD 88
 DP5328.geopotential number by the normal gravity value computed on the
 DP5328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5328.degrees latitude (g = 980.6199 gals.).
 DP5328
 DP5328.The modeled gravity was interpolated from observed gravity values.
 DP5328
 DP5328;                    North         East    Units  Estimated Accuracy
 DP5328;SPC NJ       -    50,179.5     143,649.2     MT  (+/- 3 meters HH1 GPS) 
 DP5328
 DP5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3677248530(NAD 83)
 DP5328
 DP5328                          SUPERSEDED SURVEY CONTROL
 DP5328
 DP5328  NAVD 88 (04/28/15)    1.695  (m)            5.56   (f) SUPERSEDED  1 2
 DP5328
 DP5328.Superseded values are not recommended for survey control.
 DP5328
 DP5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP5328.See file dsdata.pdf to determine how the superseded data were derived.
 DP5328
 DP5328_MARKER: DD = SURVEY DISK
 DP5328_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5328_SP_SET: HIGH MAST LIGHT BASE
 DP5328_STAMPING: 5 Y 3 2014
 DP5328_MARK LOGO: NJGS
 DP5328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5328+STABILITY: SURFACE MOTION
 DP5328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5328+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2017
 DP5328
 DP5328  HISTORY     - Date     Condition        Report By
 DP5328  HISTORY     - 20140801 MONUMENTED       NJGS
 DP5328  HISTORY     - 20170814 GOOD             NJGS
 DP5328
 DP5328                          STATION DESCRIPTION
 DP5328
 DP5328'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5328'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF
 DP5328'PLEASANTVILLE, 4.1 MI (6.6 KM) EAST-NORTHEAST OF MARMORA AND IN THE
 DP5328'TOWN OF OCEAN CITY, NJ.
 DP5328'
 DP5328'THE STATION IS SET IN A DRILL HOLE IN THE EAST CORNER OF THE CONCRETE
 DP5328'BASE FOR A HIGH MAST LIGHT ON THE THIRD BASE SIDE FOR MEMORIAL FIELD
 DP5328'AT THE SOUTHEAST CORNER OF BAY AVENUE AND FIFTH STREET.
 DP5328'
 DP5328'THE STATION IS 102 FT (31.1 M) SOUTHEAST OF THE CENTERLINE OF BAY
 DP5328'AVENUE, 37.2 FT (11.3 M) SOUTHWEST OF THE CENTERLINE OF FIFTH STREET,
 DP5328'38.4 FT (11.7 M) SOUTHEAST OF POLE NUMBER BT2336, 36 FT (11.0 M)
 DP5328'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING BEHIND HOME PLATE.
 DP5328'THE STATION IS ABOUT 2.5 FT (0.8 M) ABOVE THE GROUND.
 DP5328
 DP5328                          STATION RECOVERY (2017)
 DP5328
 DP5328'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5328'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6981 ***********************************************************************
 AM6981  DESIGNATION -  5 Z 1
 AM6981  PID         -  AM6981
 AM6981  STATE/COUNTY-  NJ/CAPE MAY
 AM6981  COUNTRY     -  US
 AM6981  USGS QUAD   -  MARMORA (2019)
 AM6981
 AM6981                         *CURRENT SURVEY CONTROL
 AM6981  ______________________________________________________________________
 AM6981* NAD 83(1986) POSITION- 39 16 46.     (N) 074 38 01.     (W)   SCALED
 AM6981* NAVD 88 ORTHO HEIGHT -     7.595 (meters)       24.92  (feet) ADJUSTED
 AM6981  ______________________________________________________________________
 AM6981  GEOID HEIGHT    -        -34.560 (meters)                     GEOID18
 AM6981  DYNAMIC HEIGHT  -          7.591 (meters)       24.90  (feet) COMP
 AM6981  MODELED GRAVITY -    980,098.8   (mgal)                       NAVD 88
 AM6981
 AM6981  VERT ORDER      -  FIRST     CLASS II
 AM6981
 AM6981.The horizontal coordinates were scaled from a map and have
 AM6981.an estimated accuracy of +/- 6 seconds.
 AM6981
 AM6981.The orthometric height was determined by differential leveling and
 AM6981.adjusted by the NATIONAL GEODETIC SURVEY
 AM6981.in March 2005.
 AM6981
 AM6981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6981.GEOID18 height accuracy estimate available here.
 AM6981
 AM6981.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ316478(NAD 83)
 AM6981
 AM6981                          SUPERSEDED SURVEY CONTROL
 AM6981
 AM6981.No superseded survey control is available for this station.
 AM6981
 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 = JULY 24, 2026 22:12:30 EDT
 DP1540 ***********************************************************************
 DP1540  DESIGNATION -  5 Z 2
 DP1540  PID         -  DP1540
 DP1540  STATE/COUNTY-  NJ/CAPE MAY
 DP1540  COUNTRY     -  US
 DP1540  USGS QUAD   -  STONE HARBOR (2019)
 DP1540
 DP1540                         *CURRENT SURVEY CONTROL
 DP1540  ______________________________________________________________________
 DP1540* NAD 83(1986) POSITION- 39 02 22.78   (N) 074 46 09.03   (W)   HD_HELD1
 DP1540* NAVD 88 ORTHO HEIGHT -     2.681 (meters)        8.80  (feet) ADJUSTED
 DP1540  ______________________________________________________________________
 DP1540  GEOID HEIGHT    -        -35.371 (meters)                     GEOID18
 DP1540  DYNAMIC HEIGHT  -          2.680 (meters)        8.79  (feet) COMP
 DP1540  MODELED GRAVITY -    980,057.8   (mgal)                       NAVD 88
 DP1540
 DP1540  VERT ORDER      -  FIRST     CLASS II
 DP1540
 DP1540.The horizontal coordinates were determined by differentially corrected
 DP1540.hand held GPS observations or other comparable positioning techniques
 DP1540.and have an estimated accuracy of +/- 3 meters.
 DP1540
 DP1540.The orthometric height was determined by differential leveling and
 DP1540.adjusted by the NATIONAL GEODETIC SURVEY
 DP1540.in August 2014.
 DP1540
 DP1540.No vertical observational check was made to the station.
 DP1540
 DP1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1540.GEOID18 height accuracy estimate available here.
 DP1540
 DP1540.Click photographs - Photos may exist for this station.
 DP1540
 DP1540.The dynamic height is computed by dividing the NAVD 88
 DP1540.geopotential number by the normal gravity value computed on the
 DP1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1540.degrees latitude (g = 980.6199 gals.).
 DP1540
 DP1540.The modeled gravity was interpolated from observed gravity values.
 DP1540
 DP1540;                    North         East    Units  Estimated Accuracy
 DP1540;SPC NJ       -    22,937.5     126,697.7     MT  (+/- 3 meters HH1 GPS) 
 DP1540
 DP1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1997621203(NAD 83)
 DP1540
 DP1540                          SUPERSEDED SURVEY CONTROL
 DP1540
 DP1540.No superseded survey control is available for this station.
 DP1540
 DP1540_MARKER: DD = SURVEY DISK
 DP1540_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP1540+WITH SETTING: PAVEMENT
 DP1540_SP_SET: FOUNDATION
 DP1540_STAMPING: 5 Z 2 2013
 DP1540_MARK LOGO: NJGS
 DP1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1540+STABILITY: SURFACE MOTION
 DP1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1540+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2019
 DP1540
 DP1540  HISTORY     - Date     Condition        Report By
 DP1540  HISTORY     - 20130617 MONUMENTED       NJGS
 DP1540  HISTORY     - 20190901 GOOD             PROFLN
 DP1540
 DP1540                          STATION DESCRIPTION
 DP1540
 DP1540'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1540'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF
 DP1540'AVALON, 4.1 MI (6.6 KM) NORTHEAST OF WILDWOOD AND 1.0 MI (1.6 KM)
 DP1540'SOUTHWEST OF STONE HARBOR.
 DP1540'
 DP1540'THE STATION IS LOCATED ON THE GROUNDS OF THE FORMER STONE HARBOR COAST
 DP1540'GUARD STATION, NOW OCCUPIED BY THE STEPHEN LUDLAM AMERICAN LEGION POST
 DP1540'NO. 331, 11617 SECOND AVENUE, STONE HARBOR, NEW JERSEY.  THE STATION
 DP1540'IS SET IN A DRILL HOLE IN A 6 FT (1.8 M) SQUARE FOUNDATION FOR A
 DP1540'FORMER THREE-MASTED STRUCTURE WHICH IS REMOVED.  THE STATION IS IN THE
 DP1540'REAR OF THE LEGION POST NO. 331.
 DP1540'
 DP1540'IT IS 27 FT (8.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY
 DP1540'LEADING TO THE POST REAR PARKING LOT, 13 FT (4.0 M) WEST OF THE
 DP1540'NORTHWEST CORNER OF THE REAR OUT COVE ENTRANCE TO THE BUILDING, 39.5
 DP1540'FT (12.0 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 119 FT
 DP1540'(36.3 M) NORTHEAST OF THE NORTHEAST CURB OF 117TH STREET, 84 FT (25.6
 DP1540'M) NORTHWEST OF THE NORTHWEST CURB OF SECOND AVENUE.
 DP1540
 DP1540                          STATION RECOVERY (2019)
 DP1540
 DP1540'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5329 ***********************************************************************
 DP5329  DESIGNATION -  5 Z 3
 DP5329  PID         -  DP5329
 DP5329  STATE/COUNTY-  NJ/CAPE MAY
 DP5329  COUNTRY     -  US
 DP5329  USGS QUAD   -  OCEAN CITY (2019)
 DP5329
 DP5329                         *CURRENT SURVEY CONTROL
 DP5329  ______________________________________________________________________
 DP5329* NAD 83(1986) POSITION- 39 16 43.15   (N) 074 33 47.71   (W)   HD_HELD1
 DP5329* NAVD 88 ORTHO HEIGHT -     2.925 (meters)        9.60  (feet) ADJUSTED
 DP5329  ______________________________________________________________________
 DP5329  GEOID HEIGHT    -        -34.635 (meters)                     GEOID18
 DP5329  DYNAMIC HEIGHT  -          2.923 (meters)        9.59  (feet) COMP
 DP5329  MODELED GRAVITY -    980,097.8   (mgal)                       NAVD 88
 DP5329
 DP5329  VERT ORDER      -  FIRST     CLASS II
 DP5329
 DP5329.The horizontal coordinates were determined by differentially corrected
 DP5329.hand held GPS observations or other comparable positioning techniques
 DP5329.and have an estimated accuracy of +/- 3 meters.
 DP5329
 DP5329.The orthometric height was determined by differential leveling and
 DP5329.adjusted by the NATIONAL GEODETIC SURVEY
 DP5329.in April 2015.
 DP5329
 DP5329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5329.GEOID18 height accuracy estimate available here.
 DP5329
 DP5329.Click photographs - Photos may exist for this station.
 DP5329
 DP5329.The dynamic height is computed by dividing the NAVD 88
 DP5329.geopotential number by the normal gravity value computed on the
 DP5329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5329.degrees latitude (g = 980.6199 gals.).
 DP5329
 DP5329.The modeled gravity was interpolated from observed gravity values.
 DP5329
 DP5329;                    North         East    Units  Estimated Accuracy
 DP5329;SPC NJ       -    49,434.8     144,542.7     MT  (+/- 3 meters HH1 GPS) 
 DP5329
 DP5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3766947790(NAD 83)
 DP5329
 DP5329                          SUPERSEDED SURVEY CONTROL
 DP5329
 DP5329.No superseded survey control is available for this station.
 DP5329
 DP5329_MARKER: DD = SURVEY DISK
 DP5329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5329_SP_SET: SIDEWALK
 DP5329_STAMPING: 5 Z 3
 DP5329_MARK LOGO: USACE
 DP5329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5329+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2023
 DP5329
 DP5329  HISTORY     - Date     Condition        Report By
 DP5329  HISTORY     - UNK      MONUMENTED       USACE
 DP5329  HISTORY     - 20140507 GOOD             NJGS
 DP5329  HISTORY     - 20170814 GOOD             NJGS
 DP5329  HISTORY     - 20230830 GOOD             NJGS
 DP5329
 DP5329                          STATION DESCRIPTION
 DP5329
 DP5329'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DP5329'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) SOUTH-SOUTHWEST FROM THE
 DP5329'CITY OF PLEASANTVILLE, 7.2 KM (4.5 MI) EAST FROM THE COMMUNITY OF
 DP5329'MARMORA AND IN THE CITY OF OCEAN CITY, NJ AT THE EAST END OF BRIGHTON
 DP5329'PLACE.
 DP5329'
 DP5329'TO REACH THE STATION FROM THE INTERSECTION OF ATLANTIC AVENUE AND
 DP5329'BRIGHTON PLACE, GO SOUTHEAST ON BRIGHTON PLACE FOR 0.25 MI (0.4 KM) TO
 DP5329'THE END OF PAVING AT A CIRCULAR LANDSCAPED ISLAND AND THE STATION
 DP5329'AHEAD, SET FLUSH IN A DRILL HOLE AT THE NORTHEAST CORNER OF A 12.5 FT
 DP5329'(3.8 M) WIDE CONCRETE SIDEWALK LEADING TO A WOOD PLANK WALKWAY AND A
 DP5329'MUNICIPAL WOODEN BOARDWALK BEYOND.
 DP5329'
 DP5329'THE STATION IS 4.1 FT (1.2 M) NORTHEAST FROM THE EXTENDED CENTERLINE
 DP5329'OF BRIGHTON PLACE, 43.6 FT (13.3 M) EAST-NORTHEAST FROM WOOD UTILITY
 DP5329'POLE NUMBER W27194 IN THE CENTER OF A CIRCULAR LANDSCAPED ISLAND AT
 DP5329'THE SOUTHEAST END OF PAVING OF BRIGHTON PLACE AND 2.2 FT (0.7 M)
 DP5329'SOUTHWEST FROM THE NORTHEAST EDGE OF THE SIDEWALK.
 DP5329
 DP5329                          STATION RECOVERY (2017)
 DP5329
 DP5329'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DP5329'RECOVERED AS DESCRIBED.
 DP5329
 DP5329                          STATION RECOVERY (2023)
 DP5329
 DP5329'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DP5329'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6013 ***********************************************************************
 DM6013  DESIGNATION -  50
 DM6013  PID         -  DM6013
 DM6013  STATE/COUNTY-  NJ/ATLANTIC
 DM6013  COUNTRY     -  US
 DM6013  USGS QUAD   -  MAYS LANDING (2019)
 DM6013
 DM6013                         *CURRENT SURVEY CONTROL
 DM6013  ______________________________________________________________________
 DM6013* NAD 83(1986) POSITION- 39 28 33.     (N) 074 42 41.     (W)   SCALED
 DM6013* NAVD 88 ORTHO HEIGHT -    14.277 (meters)       46.84  (feet) ADJUSTED
 DM6013  ______________________________________________________________________
 DM6013  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 DM6013  DYNAMIC HEIGHT  -         14.269 (meters)       46.81  (feet) COMP
 DM6013  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 DM6013
 DM6013  VERT ORDER      -  FIRST     CLASS I
 DM6013
 DM6013.The horizontal coordinates were scaled from a map and have
 DM6013.an estimated accuracy of +/- 6 seconds.
 DM6013
 DM6013.The orthometric height was determined by differential leveling and
 DM6013.adjusted by the NATIONAL GEODETIC SURVEY
 DM6013.in May 2011.
 DM6013
 DM6013.No vertical observational check was made to the station.
 DM6013
 DM6013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6013.GEOID18 height accuracy estimate available here.
 DM6013
 DM6013.Click photographs - Photos may exist for this station.
 DM6013
 DM6013.The dynamic height is computed by dividing the NAVD 88
 DM6013.geopotential number by the normal gravity value computed on the
 DM6013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6013.degrees latitude (g = 980.6199 gals.).
 DM6013
 DM6013.The modeled gravity was interpolated from observed gravity values.
 DM6013
 DM6013;                    North         East    Units  Estimated Accuracy
 DM6013;SPC NJ       -    71,340.      131,810.      MT  (+/- 180 meters Scaled)
 DM6013
 DM6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ248696(NAD 83)
 DM6013
 DM6013                          SUPERSEDED SURVEY CONTROL
 DM6013
 DM6013.No superseded survey control is available for this station.
 DM6013
 DM6013_MARKER: DD = SURVEY DISK
 DM6013_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6013_SP_SET: CURB
 DM6013_STAMPING: 50 2005
 DM6013_MARK LOGO: NONE
 DM6013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6013+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 DM6013
 DM6013  HISTORY     - Date     Condition        Report By
 DM6013  HISTORY     - 2005     MONUMENTED       NJDT
 DM6013  HISTORY     - 20060808 GOOD             NJGS
 DM6013  HISTORY     - 20120314 POOR             INDIV
 DM6013
 DM6013                          STATION DESCRIPTION
 DM6013
 DM6013'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DM6013'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, ABOUT 1.9 MI (3.1 KM)
 DM6013'NORTH OF MAYS LANDING, SET IN A DRILL HOLE IN THE EAST CURB FOR THE
 DM6013'NORTHBOUND LANES OF THE ROUTE 50 BRIDGE SPANNING U.S. HIGHWAY 322.
 DM6013'
 DM6013'THE STATION IS 141.0 FT (43.0 M) SOUTH-SOUTHWEST OF STATION 1 U 1 (SET
 DM6013'IN THE EAST END OF THE NORTH BRIDGE ABUTMENT), 77.7 FT (23.7 M)
 DM6013'SOUTH-SOUTHWEST OF THE CENTER OF THE ROUTE 50 BRIDGE OVER U.S. HIGHWAY
 DM6013'322, 34.5 FT (10.5 M) EAST-SOUTHEAST OF THE CENTERLINE OF ROUTE 50,
 DM6013'50.1 FT (15.3 M) NORTHEAST OF THE SOUTHWEST END OF THE CURB, 14.5 FT
 DM6013'(4.4 M) SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE SIDEWALK.  THE
 DM6013'DISK IS AN ATLANTIC COUNTY ENGINEERS DISK.
 DM6013'
 DM6013'NOTE-THE DISK WAS FOUND SCRAPED, SOME OF THE STAMPING WAS ILLEGIBLE.
 DM6013'THE 50 AND 2005 REMAINED.
 DM6013
 DM6013                          STATION RECOVERY (2012)
 DM6013
 DM6013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 DM6013'RECOVERED IN POOR CONDITION. THE STATION HAS HAD ADDITIONAL DAMAGE
 DM6013'DONE TO IT SINCE 2006. THE STAMPING IS NO LONGER LEGIBLE EXCEPT FOR A
 DM6013'SMALL AREA AROUND THE EDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0674 ***********************************************************************
 KV0674  DESIGNATION -  501
 KV0674  PID         -  KV0674
 KV0674  STATE/COUNTY-  NJ/ESSEX
 KV0674  COUNTRY     -  US
 KV0674  USGS QUAD   -  ROSELLE (2019)
 KV0674
 KV0674                         *CURRENT SURVEY CONTROL
 KV0674  ______________________________________________________________________
 KV0674* NAD 83(2011) POSITION- 40 43 21.19030(N) 074 17 47.64891(W)   ADJUSTED
 KV0674* NAD 83(2011) ELLIP HT-     9.713 (meters)        (06/27/12)   ADJUSTED
 KV0674* NAD 83(2011) EPOCH   -  2010.00
 KV0674* NAVD 88 ORTHO HEIGHT -    42.356 (meters)      138.96  (feet) ADJUSTED
 KV0674  ______________________________________________________________________
 KV0674  GEOID HEIGHT    -        -32.628 (meters)                     GEOID18
 KV0674  NAD 83(2011) X  -  1,310,189.706 (meters)                     COMP
 KV0674  NAD 83(2011) Y  - -4,660,077.144 (meters)                     COMP
 KV0674  NAD 83(2011) Z  -  4,139,127.447 (meters)                     COMP
 KV0674  LAPLACE CORR    -          4.67  (seconds)                    DEFLEC18
 KV0674  DYNAMIC HEIGHT  -         42.337 (meters)      138.90  (feet) COMP
 KV0674  MODELED GRAVITY -    980,198.8   (mgal)                       NAVD 88
 KV0674
 KV0674  VERT ORDER      -  SECOND    CLASS 0
 KV0674
 KV0674  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0674  Standards:
 KV0674         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0674            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0674  -------------------------------------------------------------------
 KV0674  NETWORK    0.45   0.74           0.19   0.18   0.38     -0.00907495
 KV0674  -------------------------------------------------------------------
 KV0674  Click here for local accuracies and other accuracy information.
 KV0674
 KV0674.The horizontal coordinates were established by GPS observations
 KV0674.and adjusted by the National Geodetic Survey in June 2012.
 KV0674
 KV0674.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0674.been affixed to the stable North American tectonic plate. See 
 KV0674.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0674
 KV0674.The horizontal coordinates are valid at the epoch date displayed above
 KV0674.which is a decimal equivalence of Year/Month/Day.
 KV0674
 KV0674.The orthometric height was determined by differential leveling and
 KV0674.adjusted by the NATIONAL GEODETIC SURVEY
 KV0674.in June 1991.
 KV0674
 KV0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0674.GEOID18 height accuracy estimate available here.
 KV0674
 KV0674.Click photographs - Photos may exist for this station.
 KV0674
 KV0674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0674
 KV0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0674
 KV0674.The ellipsoidal height was determined by GPS observations
 KV0674.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0674
 KV0674;                    North         East     Units Scale Factor Converg.
 KV0674;SPC NJ       -   209,759.704   167,185.549   MT  0.99990363   +0 07 57.8
 KV0674;SPC NJ       -   688,186.63    548,507.92   sFT  0.99990363   +0 07 57.8
 KV0674;UTM  18      - 4,508,196.461   559,407.214   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5940708196(NAD 83)
 KV0674
 KV0674                          SUPERSEDED SURVEY CONTROL
 KV0674
 KV0674  NAD 83(2007)-  40 43 21.19047(N)    074 17 47.64960(W) AD(2002.00) 0
 KV0674  ELLIP H (02/10/07)    9.728  (m)                       GP(2002.00)    
 KV0674  ELLIP H (10/23/02)    9.721  (m)                       GP(       ) 4 1
 KV0674  NAD 83(1996)-  40 43 21.19072(N)    074 17 47.64988(W) AD(       ) 1
 KV0674  ELLIP H (05/14/99)    9.738  (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              42.36   (m)          139.0    (f) LEVELING    3  
 KV0674  NGVD 29 (11/26/84)   42.666  (m)          139.98   (f) ADJUSTED    2 0
 KV0674
 KV0674.Superseded values are not recommended for survey control.
 KV0674
 KV0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0674.See file dsdata.pdf to determine how the superseded data were derived.
 KV0674
 KV0674_MARKER: DD = SURVEY DISK
 KV0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0674_STAMPING: 501 139.980
 KV0674_MARK LOGO: NJGS
 KV0674_PROJECTION: FLUSH
 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 - May 30, 2025
 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  HISTORY     - 20070418 GOOD             JCLS
 KV0674  HISTORY     - 20100127 GOOD             BOSWEL
 KV0674  HISTORY     - 20130921 GOOD             BOSWEL
 KV0674  HISTORY     - 20160426 GOOD             INDIV
 KV0674  HISTORY     - 20191204 GOOD             NJGS
 KV0674  HISTORY     - 20220308 GOOD             BOSWEL
 KV0674  HISTORY     - 20231115 GOOD             NJGS
 KV0674  HISTORY     - 20250423 GOOD             RAS
 KV0674  HISTORY     - 20250530 GOOD             AAAS
 KV0674
 KV0674                          STATION DESCRIPTION
 KV0674
 KV0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 KV0674'
 KV0674'TO REACH THE STATION FROM THE JUNCTION OF VAUXHALL ROAD AND INTERSTATE
 KV0674'HIGHWAY I 78, IN UNIONVILLE, GO 1.2 KM (0.75 MI) NORTHWEST ON VAUXHALL
 KV0674'ROAD, CROSSING THE UNION, ESSEX COUNTY LINE, TO THE JUNCTION WITH
 KV0674'MILLBURN AVENUE, COUNTY ROAD 575, TURN LEFT AND GO 0.48 KM (0.30 MI)
 KV0674'WEST ON MILLBURN AVENUE TO THE JUNCTION WITH WALNUT AVENUE AND THE
 KV0674'STATION ON THE LEFT.
 KV0674'
 KV0674'TO REACH THE STATION FROM THE JUNCTION OF MILLBURN AVENUE AND MAIN
 KV0674'STREET, COUNTY ROAD 577, IN MILLBURN, GO 1.12 KM (0.70 MI) EAST ON
 KV0674'MILLBURN AVENUE TO THE STATION ON THE RIGHT.  IT IS 0.35 M (1.15 FT)
 KV0674'NORTH OF THE WALNUT AVENUE CURBLINE, 0.65 M (2.13 FT) SOUTHWEST OF THE
 KV0674'MILLBURN AVENUE CURBLINE, 0.65 M (2.13 FT) WEST OF THE EAST ISLAND
 KV0674'NOSE, 12.35 M (40.52 FT) SOUTHEAST OF THE NORTHWEST ISLAND NOSE, 10.1
 KV0674'M (33.14 FT) EAST OF THE WEST ISLAND NOSE AND 6.05 M (19.85 FT)
 KV0674'SOUTHEAST OF POLE BT 773 MLN.
 KV0674'
 KV0674'THE STATION IS FLUSH IN 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.
 KV0674
 KV0674                          STATION RECOVERY (2007)
 KV0674
 KV0674'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (2010)
 KV0674
 KV0674'RECOVERY NOTE BY BOSWELL ENGINEERING 2010 (AB)
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (2013)
 KV0674
 KV0674'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (2016)
 KV0674
 KV0674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (PB)
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (2019)
 KV0674
 KV0674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV0674'NOT SUITABLE GPS OBSERVATIONS, AS THE GPS WOULD BE OBSTRUCTED BY TREE
 KV0674'BRANCHES OVER HANG AND A UTILITY POLE.  NEAR BY BUILDING MAY ALSO
 KV0674'CAUSE PROBLEMS.
 KV0674
 KV0674                          STATION RECOVERY (2022)
 KV0674
 KV0674'RECOVERY NOTE BY BOSWELL ENGINEERING 2022 (RRR)
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (2023)
 KV0674
 KV0674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV0674'DISK IS FREE FROM OBSTRUCTIONS.
 KV0674
 KV0674                          STATION RECOVERY (2025)
 KV0674
 KV0674'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (2025)
 KV0674
 KV0674'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV0674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2292 ***********************************************************************
 JU2292  DESIGNATION -  5028 NJGS
 JU2292  PID         -  JU2292
 JU2292  STATE/COUNTY-  NJ/CUMBERLAND
 JU2292  COUNTRY     -  US
 JU2292  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2292
 JU2292                         *CURRENT SURVEY CONTROL
 JU2292  ______________________________________________________________________
 JU2292* NAD 83(1986) POSITION- 39 17 24.     (N) 074 58 07.     (W)   SCALED
 JU2292* NAVD 88 ORTHO HEIGHT -     2.623 (meters)        8.61  (feet) ADJUSTED
 JU2292  ______________________________________________________________________
 JU2292  GEOID HEIGHT    -        -34.292 (meters)                     GEOID18
 JU2292  DYNAMIC HEIGHT  -          2.621 (meters)        8.60  (feet) COMP
 JU2292  MODELED GRAVITY -    980,104.5   (mgal)                       NAVD 88
 JU2292
 JU2292  VERT ORDER      -  FIRST     CLASS II
 JU2292
 JU2292.The horizontal coordinates were scaled from a map and have
 JU2292.an estimated accuracy of +/- 6 seconds.
 JU2292
 JU2292.The orthometric height was determined by differential leveling and
 JU2292.adjusted by the NATIONAL GEODETIC SURVEY
 JU2292.in June 1991.
 JU2292
 JU2292.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2292.GEOID18 height accuracy estimate available here.
 JU2292
 JU2292.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ027489(NAD 83)
 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
 JU2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2292.See file dsdata.pdf to determine how the superseded data were derived.
 JU2292
 JU2292_MARKER: DB = BENCH MARK DISK
 JU2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20061117 MARK NOT FOUND   GEOCAC
 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.
 JU2292
 JU2292                          STATION RECOVERY (2006)
 JU2292
 JU2292'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2292'FOUND US COAST AND GEODETIC SURVEY AND STATE SURVEY SURVEY DISK
 JU2292'STAMPED NO. 30 AT THE DESCRIBED LOCATION.  SURVEY DISK STAMPED 5028
 JU2292'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2299 ***********************************************************************
 JU2299  DESIGNATION -  5029
 JU2299  PID         -  JU2299
 JU2299  STATE/COUNTY-  NJ/CUMBERLAND
 JU2299  COUNTRY     -  US
 JU2299  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2299
 JU2299                         *CURRENT SURVEY CONTROL
 JU2299  ______________________________________________________________________
 JU2299* NAD 83(1986) POSITION- 39 17 08.     (N) 074 57 54.     (W)   SCALED
 JU2299* NAVD 88 ORTHO HEIGHT -     3.075 (meters)       10.09  (feet) ADJUSTED
 JU2299  ______________________________________________________________________
 JU2299  GEOID HEIGHT    -        -34.311 (meters)                     GEOID18
 JU2299  DYNAMIC HEIGHT  -          3.073 (meters)       10.08  (feet) COMP
 JU2299  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 JU2299
 JU2299  VERT ORDER      -  FIRST     CLASS II
 JU2299
 JU2299.The horizontal coordinates were scaled from a map and have
 JU2299.an estimated accuracy of +/- 6 seconds.
 JU2299
 JU2299.The orthometric height was determined by differential leveling and
 JU2299.adjusted by the NATIONAL GEODETIC SURVEY
 JU2299.in March 2001.
 JU2299
 JU2299.No vertical observational check was made to the station.
 JU2299
 JU2299.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2299.GEOID18 height accuracy estimate available here.
 JU2299
 JU2299.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ030484(NAD 83)
 JU2299
 JU2299                          SUPERSEDED SURVEY CONTROL
 JU2299
 JU2299  NAVD 88 (06/15/91)    3.077  (m)           10.10   (f) SUPERSEDED  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
 JU2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2299.See file dsdata.pdf to determine how the superseded data were derived.
 JU2299
 JU2299_MARKER: DD = SURVEY DISK
 JU2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - September 18, 2007
 JU2299
 JU2299  HISTORY     - Date     Condition        Report By
 JU2299  HISTORY     - 1936     MONUMENTED       NJGS
 JU2299  HISTORY     - 1979     POOR             NGS
 JU2299  HISTORY     - 19980218 GOOD             NJGS
 JU2299  HISTORY     - 20070918 GOOD             UE
 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.
 JU2299
 JU2299                          STATION RECOVERY (2007)
 JU2299
 JU2299'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2299'MARK IS 13.7 FEET NORTHWEST OF POLE NO. B6307/210-15
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0988 ***********************************************************************
 KV0988  DESIGNATION -  51
 KV0988  PID         -  KV0988
 KV0988  STATE/COUNTY-  NJ/MERCER
 KV0988  COUNTRY     -  US
 KV0988  USGS QUAD   -  PRINCETON (2019)
 KV0988
 KV0988                         *CURRENT SURVEY CONTROL
 KV0988  ______________________________________________________________________
 KV0988* NAD 83(1986) POSITION- 40 16 51.     (N) 074 40 08.     (W)   SCALED
 KV0988* NAVD 88 ORTHO HEIGHT -    20.983 (meters)       68.84  (feet) POSTED
 KV0988  ______________________________________________________________________
 KV0988  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 KV0988  DYNAMIC HEIGHT  -         20.97  (meters)       68.8   (feet) COMP
 KV0988  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 KV0988
 KV0988  VERT ORDER      -  * POSTED, SEE BELOW
 KV0988
 KV0988.The horizontal coordinates were scaled from a 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
 KV0988.* This is a POSTED BENCH MARK height.
 KV0988
 KV0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0988.GEOID18 height accuracy estimate available here.
 KV0988
 KV0988.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK281589(NAD 83)
 KV0988
 KV0988                          SUPERSEDED SURVEY CONTROL
 KV0988
 KV0988  NGVD 29 (11/26/84)   21.316  (m)           69.93   (f) ADJUSTED    1 2
 KV0988
 KV0988.Superseded values are not recommended for survey control.
 KV0988
 KV0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0988.See file dsdata.pdf to determine how the superseded data were derived.
 KV0988
 KV0988_MARKER: Q = CHISELED SQUARE
 KV0988_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0988_SP_SET: CULVERT HEADWALL
 KV0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0988+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV6801 ***********************************************************************
 KV6801  DESIGNATION -  5109
 KV6801  PID         -  KV6801
 KV6801  STATE/COUNTY-  NJ/MERCER
 KV6801  COUNTRY     -  US
 KV6801  USGS QUAD   -  PENNINGTON (2019)
 KV6801
 KV6801                         *CURRENT SURVEY CONTROL
 KV6801  ______________________________________________________________________
 KV6801* NAD 83(2011) POSITION- 40 18 28.96572(N) 074 47 12.09160(W)   ADJUSTED
 KV6801* NAD 83(2011) ELLIP HT-    26.373 (meters)        (06/27/12)   ADJUSTED
 KV6801* NAD 83(2011) EPOCH   -  2010.00
 KV6801* NAVD 88 ORTHO HEIGHT -    59.9   (meters)      197.    (feet) GPS OBS
 KV6801  ______________________________________________________________________
 KV6801  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6801  GEOID HEIGHT    -        -33.730 (meters)                     GEOID93
 KV6801  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 KV6801  NAD 83(2011) X  -  1,278,128.919 (meters)                     COMP
 KV6801  NAD 83(2011) Y  - -4,699,981.142 (meters)                     COMP
 KV6801  NAD 83(2011) Z  -  4,104,145.715 (meters)                     COMP
 KV6801  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 KV6801
 KV6801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6801  Standards:
 KV6801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6801  -------------------------------------------------------------------
 KV6801  NETWORK    0.38   0.51           0.15   0.16   0.26     -0.06765425
 KV6801  -------------------------------------------------------------------
 KV6801  Click here for local accuracies and other accuracy information.
 KV6801
 KV6801.The horizontal coordinates were established by GPS observations
 KV6801.and adjusted by the National Geodetic Survey in June 2012.
 KV6801
 KV6801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6801.been affixed to the stable North American tectonic plate. See 
 KV6801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6801
 KV6801.The horizontal coordinates are valid at the epoch date displayed above
 KV6801.which is a decimal equivalence of Year/Month/Day.
 KV6801
 KV6801.The orthometric height was determined by GPS observations and a
 KV6801.high-resolution geoid model.
 KV6801
 KV6801.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6801.GEOID18 height accuracy estimate available here.
 KV6801
 KV6801.Click photographs - Photos may exist for this station.
 KV6801
 KV6801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6801
 KV6801.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6801
 KV6801.The ellipsoidal height was determined by GPS observations
 KV6801.and is referenced to NAD 83.
 KV6801
 KV6801. The following values were computed from the NAD 83(2011) position.
 KV6801
 KV6801;                    North         East     Units Scale Factor Converg.
 KV6801;SPC NJ       -   163,755.118   125,631.041   MT  0.99990731   -0 11 07.7
 KV6801;SPC NJ       -   537,253.25    412,174.51   sFT  0.99990731   -0 11 07.7
 KV6801;SPC PA S     -   112,452.770   851,850.836   MT  0.99996258   +1 55 21.3
 KV6801;SPC PA S     -   368,938.80  2,794,780.62   sFT  0.99996258   +1 55 21.3
 KV6801;UTM  18      - 4,461,970.054   518,125.822   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1812561970(NAD 83)
 KV6801
 KV6801                          SUPERSEDED SURVEY CONTROL
 KV6801
 KV6801  NAD 83(2007)-  40 18 28.96615(N)    074 47 12.09245(W) AD(2002.00) 0
 KV6801  ELLIP H (02/10/07)   26.398  (m)                       GP(2002.00)    
 KV6801  ELLIP H (10/23/02)   26.416  (m)                       GP(       ) 4 1
 KV6801  NAD 83(1996)-  40 18 28.96668(N)    074 47 12.09273(W) AD(       ) 1
 KV6801  ELLIP H (05/14/99)   26.439  (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)  GEOID90  model used  GPS OBS        
 KV6801
 KV6801.Superseded values are not recommended for survey control.
 KV6801
 KV6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6801.See file dsdata.pdf to determine how the superseded data were derived.
 KV6801
 KV6801_STAMPING: 5109
 KV6801_MARK LOGO: NJGS
 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  HISTORY     - 20200519 MARK NOT FOUND   NJGS
 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.
 KV6801
 KV6801                          STATION RECOVERY (2020)
 KV6801
 KV6801'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 KV6801'THIS STATION WAS LOOKED FOR BUT IS BELIEVED TO BE REMOVED OR
 KV6801'DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6036 ***********************************************************************
 KV6036  DESIGNATION -  5129
 KV6036  PID         -  KV6036
 KV6036  STATE/COUNTY-  NJ/MERCER
 KV6036  COUNTRY     -  US
 KV6036  USGS QUAD   -  TRENTON WEST (2016)
 KV6036
 KV6036                         *CURRENT SURVEY CONTROL
 KV6036  ______________________________________________________________________
 KV6036* NAD 83(1986) POSITION- 40 13 49.     (N) 074 47 15.     (W)   SCALED
 KV6036* NAVD 88 ORTHO HEIGHT -    10.998 (meters)       36.08  (feet) ADJUSTED
 KV6036  ______________________________________________________________________
 KV6036  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 KV6036  DYNAMIC HEIGHT  -         10.993 (meters)       36.07  (feet) COMP
 KV6036  MODELED GRAVITY -    980,172.2   (mgal)                       NAVD 88
 KV6036
 KV6036  VERT ORDER      -  FIRST     CLASS I
 KV6036
 KV6036.The horizontal coordinates were scaled from a map and have
 KV6036.an estimated accuracy of +/- 6 seconds.
 KV6036
 KV6036.The orthometric height was determined by differential leveling and
 KV6036.adjusted by the NATIONAL GEODETIC SURVEY
 KV6036.in June 1991.
 KV6036
 KV6036.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6036.GEOID18 height accuracy estimate available here.
 KV6036
 KV6036.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK180533(NAD 83)
 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
 KV6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6036.See file dsdata.pdf to determine how the superseded data were derived.
 KV6036
 KV6036_MARKER: DD = SURVEY DISK
 KV6036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6036_STAMPING: 5129
 KV6036_MARK LOGO: NJGS
 KV6036_PROJECTION: FLUSH
 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 - June 05, 2024
 KV6036
 KV6036  HISTORY     - Date     Condition        Report By
 KV6036  HISTORY     - 1940     MONUMENTED       NJGS
 KV6036  HISTORY     - 19881211 GOOD             NJGS
 KV6036  HISTORY     - 20240605 GOOD             AAAS
 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.
 KV6036
 KV6036                          STATION RECOVERY (2024)
 KV6036
 KV6036'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1103 ***********************************************************************
 KV1103  DESIGNATION -  5141
 KV1103  PID         -  KV1103
 KV1103  STATE/COUNTY-  NJ/MERCER
 KV1103  COUNTRY     -  US
 KV1103  USGS QUAD   -  PENNINGTON (2019)
 KV1103
 KV1103                         *CURRENT SURVEY CONTROL
 KV1103  ______________________________________________________________________
 KV1103* NAD 83(1986) POSITION- 40 16 25.     (N) 074 51 09.     (W)   SCALED
 KV1103* NAVD 88 ORTHO HEIGHT -    19.716 (meters)       64.68  (feet) ADJUSTED
 KV1103  ______________________________________________________________________
 KV1103  GEOID HEIGHT    -        -33.540 (meters)                     GEOID18
 KV1103  DYNAMIC HEIGHT  -         19.707 (meters)       64.66  (feet) COMP
 KV1103  MODELED GRAVITY -    980,157.5   (mgal)                       NAVD 88
 KV1103
 KV1103  VERT ORDER      -  FIRST     CLASS I
 KV1103
 KV1103.The horizontal coordinates were scaled from a map and have
 KV1103.an estimated accuracy of +/- 6 seconds.
 KV1103
 KV1103.The orthometric height was determined by differential leveling and
 KV1103.adjusted by the NATIONAL GEODETIC SURVEY
 KV1103.in June 1991.
 KV1103
 KV1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1103.GEOID18 height accuracy estimate available here.
 KV1103
 KV1103.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK125581(NAD 83)
 KV1103
 KV1103                          SUPERSEDED SURVEY CONTROL
 KV1103
 KV1103  NGVD 29 (01/10/92)   20.015  (m)           65.67   (f) ADJUSTED    1 1
 KV1103  NGVD 29 (??/??/87)   20.015  (m)           65.67   (f) SUPERSEDED  1 1
 KV1103
 KV1103.Superseded values are not recommended for survey control.
 KV1103
 KV1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1103.See file dsdata.pdf to determine how the superseded data were derived.
 KV1103
 KV1103_MARKER: DD = SURVEY DISK
 KV1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV1104 ***********************************************************************
 KV1104  DESIGNATION -  5143 NJGS
 KV1104  PID         -  KV1104
 KV1104  STATE/COUNTY-  NJ/MERCER
 KV1104  COUNTRY     -  US
 KV1104  USGS QUAD   -  PENNINGTON (2019)
 KV1104
 KV1104                         *CURRENT SURVEY CONTROL
 KV1104  ______________________________________________________________________
 KV1104* NAD 83(1986) POSITION- 40 16 47.     (N) 074 51 17.     (W)   SCALED
 KV1104* NAVD 88 ORTHO HEIGHT -    24.838 (meters)       81.49  (feet) ADJUSTED
 KV1104  ______________________________________________________________________
 KV1104  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 KV1104  DYNAMIC HEIGHT  -         24.826 (meters)       81.45  (feet) COMP
 KV1104  MODELED GRAVITY -    980,157.3   (mgal)                       NAVD 88
 KV1104
 KV1104  VERT ORDER      -  SECOND    CLASS 0
 KV1104
 KV1104.The horizontal coordinates were scaled from a map and have
 KV1104.an estimated accuracy of +/- 6 seconds.
 KV1104
 KV1104.The orthometric height was determined by differential leveling and
 KV1104.adjusted by the NATIONAL GEODETIC SURVEY
 KV1104.in June 1991.
 KV1104
 KV1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1104.GEOID18 height accuracy estimate available here.
 KV1104
 KV1104.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK123588(NAD 83)
 KV1104
 KV1104                          SUPERSEDED SURVEY CONTROL
 KV1104
 KV1104  NGVD 29 (11/26/84)   25.135  (m)           82.46   (f) ADJUSTED    2 0
 KV1104
 KV1104.Superseded values are not recommended for survey control.
 KV1104
 KV1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1104.See file dsdata.pdf to determine how the superseded data were derived.
 KV1104
 KV1104_MARKER: DD = SURVEY DISK
 KV1104_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV1105 ***********************************************************************
 KV1105  DESIGNATION -  5144
 KV1105  PID         -  KV1105
 KV1105  STATE/COUNTY-  NJ/MERCER
 KV1105  COUNTRY     -  US
 KV1105  USGS QUAD   -  PENNINGTON (2019)
 KV1105
 KV1105                         *CURRENT SURVEY CONTROL
 KV1105  ______________________________________________________________________
 KV1105* NAD 83(1986) POSITION- 40 16 58.     (N) 074 51 26.     (W)   SCALED
 KV1105* NAVD 88 ORTHO HEIGHT -    23.798 (meters)       78.08  (feet) ADJUSTED
 KV1105  ______________________________________________________________________
 KV1105  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 KV1105  DYNAMIC HEIGHT  -         23.787 (meters)       78.04  (feet) COMP
 KV1105  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 KV1105
 KV1105  VERT ORDER      -  FIRST     CLASS I
 KV1105
 KV1105.The horizontal coordinates were scaled from a map and have
 KV1105.an estimated accuracy of +/- 6 seconds.
 KV1105
 KV1105.The orthometric height was determined by differential leveling and
 KV1105.adjusted by the NATIONAL GEODETIC SURVEY
 KV1105.in June 1991.
 KV1105
 KV1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1105.GEOID18 height accuracy estimate available here.
 KV1105
 KV1105.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK121591(NAD 83)
 KV1105
 KV1105                          SUPERSEDED SURVEY CONTROL
 KV1105
 KV1105  NGVD 29 (01/10/92)   24.095  (m)           79.05   (f) ADJUSTED    1 1
 KV1105  NGVD 29 (??/??/87)   24.095  (m)           79.05   (f) SUPERSEDED  1 1
 KV1105
 KV1105.Superseded values are not recommended for survey control.
 KV1105
 KV1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1105.See file dsdata.pdf to determine how the superseded data were derived.
 KV1105
 KV1105_MARKER: DD = SURVEY DISK
 KV1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV1106 ***********************************************************************
 KV1106  DESIGNATION -  5146
 KV1106  PID         -  KV1106
 KV1106  STATE/COUNTY-  NJ/MERCER
 KV1106  COUNTRY     -  US
 KV1106  USGS QUAD   -  PENNINGTON (2019)
 KV1106
 KV1106                         *CURRENT SURVEY CONTROL
 KV1106  ______________________________________________________________________
 KV1106* NAD 83(1986) POSITION- 40 17 16.     (N) 074 51 36.     (W)   SCALED
 KV1106* NAVD 88 ORTHO HEIGHT -    24.340 (meters)       79.86  (feet) ADJUSTED
 KV1106  ______________________________________________________________________
 KV1106  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 KV1106  DYNAMIC HEIGHT  -         24.328 (meters)       79.82  (feet) COMP
 KV1106  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 KV1106
 KV1106  VERT ORDER      -  FIRST     CLASS I
 KV1106
 KV1106.The horizontal coordinates were scaled from a map and have
 KV1106.an estimated accuracy of +/- 6 seconds.
 KV1106
 KV1106.The orthometric height was determined by differential leveling and
 KV1106.adjusted by the NATIONAL GEODETIC SURVEY
 KV1106.in June 1991.
 KV1106
 KV1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1106.GEOID18 height accuracy estimate available here.
 KV1106
 KV1106.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK119597(NAD 83)
 KV1106
 KV1106                          SUPERSEDED SURVEY CONTROL
 KV1106
 KV1106  NGVD 29 (01/10/92)   24.635  (m)           80.82   (f) ADJUSTED    1 1
 KV1106  NGVD 29 (??/??/87)   24.635  (m)           80.82   (f) SUPERSEDED  1 1
 KV1106
 KV1106.Superseded values are not recommended for survey control.
 KV1106
 KV1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1106.See file dsdata.pdf to determine how the superseded data were derived.
 KV1106
 KV1106_MARKER: DD = SURVEY DISK
 KV1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6051 ***********************************************************************
 KV6051  DESIGNATION -  5148
 KV6051  PID         -  KV6051
 KV6051  STATE/COUNTY-  NJ/MERCER
 KV6051  COUNTRY     -  US
 KV6051  USGS QUAD   -  PENNINGTON (2019)
 KV6051
 KV6051                         *CURRENT SURVEY CONTROL
 KV6051  ______________________________________________________________________
 KV6051* NAD 83(1986) POSITION- 40 18 19.     (N) 074 52 22.     (W)   SCALED
 KV6051* NAVD 88 ORTHO HEIGHT -    19.187 (meters)       62.95  (feet) ADJUSTED
 KV6051  ______________________________________________________________________
 KV6051  GEOID HEIGHT    -        -33.671 (meters)                     GEOID18
 KV6051  DYNAMIC HEIGHT  -         19.178 (meters)       62.92  (feet) COMP
 KV6051  MODELED GRAVITY -    980,152.9   (mgal)                       NAVD 88
 KV6051
 KV6051  VERT ORDER      -  FIRST     CLASS I
 KV6051
 KV6051.The horizontal coordinates were scaled from a map and have
 KV6051.an estimated accuracy of +/- 6 seconds.
 KV6051
 KV6051.The orthometric height was determined by differential leveling and
 KV6051.adjusted by the NATIONAL GEODETIC SURVEY
 KV6051.in June 1991.
 KV6051
 KV6051.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6051.GEOID18 height accuracy estimate available here.
 KV6051
 KV6051.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK108616(NAD 83)
 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
 KV6051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6051.See file dsdata.pdf to determine how the superseded data were derived.
 KV6051
 KV6051_MARKER: DD = SURVEY DISK
 KV6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6055 ***********************************************************************
 KV6055  DESIGNATION -  5156
 KV6055  PID         -  KV6055
 KV6055  STATE/COUNTY-  NJ/MERCER
 KV6055  COUNTRY     -  US
 KV6055  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6055
 KV6055                         *CURRENT SURVEY CONTROL
 KV6055  ______________________________________________________________________
 KV6055* NAD 83(1986) POSITION- 40 19 17.     (N) 074 54 49.     (W)   SCALED
 KV6055* NAVD 88 ORTHO HEIGHT -    17.143 (meters)       56.24  (feet) ADJUSTED
 KV6055  ______________________________________________________________________
 KV6055  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 KV6055  DYNAMIC HEIGHT  -         17.135 (meters)       56.22  (feet) COMP
 KV6055  MODELED GRAVITY -    980,139.4   (mgal)                       NAVD 88
 KV6055
 KV6055  VERT ORDER      -  FIRST     CLASS I
 KV6055
 KV6055.The horizontal coordinates were scaled from a map and have
 KV6055.an estimated accuracy of +/- 6 seconds.
 KV6055
 KV6055.The orthometric height was determined by differential leveling and
 KV6055.adjusted by the NATIONAL GEODETIC SURVEY
 KV6055.in June 1991.
 KV6055
 KV6055.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6055.GEOID18 height accuracy estimate available here.
 KV6055
 KV6055.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK073634(NAD 83)
 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
 KV6055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6055.See file dsdata.pdf to determine how the superseded data were derived.
 KV6055
 KV6055_MARKER: DD = SURVEY DISK
 KV6055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6057 ***********************************************************************
 KV6057  DESIGNATION -  5160
 KV6057  PID         -  KV6057
 KV6057  STATE/COUNTY-  NJ/MERCER
 KV6057  COUNTRY     -  US
 KV6057  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6057
 KV6057                         *CURRENT SURVEY CONTROL
 KV6057  ______________________________________________________________________
 KV6057* NAD 83(1986) POSITION- 40 20 22.62   (N) 074 56 08.39   (W)   HD_HELD1
 KV6057* NAVD 88 ORTHO HEIGHT -    19.454 (meters)       63.83  (feet) ADJUSTED
 KV6057  ______________________________________________________________________
 KV6057  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 KV6057  DYNAMIC HEIGHT  -         19.444 (meters)       63.79  (feet) COMP
 KV6057  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 KV6057
 KV6057  VERT ORDER      -  FIRST     CLASS I
 KV6057
 KV6057.The horizontal coordinates were determined by differentially corrected
 KV6057.hand held GPS observations or other comparable positioning techniques
 KV6057.and have an estimated accuracy of +/- 3 meters.
 KV6057
 KV6057.The orthometric height was determined by differential leveling and
 KV6057.adjusted by the NATIONAL GEODETIC SURVEY
 KV6057.in June 1991.
 KV6057
 KV6057.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6057.GEOID18 height accuracy estimate available here.
 KV6057
 KV6057.Click photographs - Photos may exist for this station.
 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       -   167,312.1     112,985.6     MT  (+/- 3 meters HH1 GPS) 
 KV6057
 KV6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0546465454(NAD 83)
 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
 KV6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6057.See file dsdata.pdf to determine how the superseded data were derived.
 KV6057
 KV6057_MARKER: DD = SURVEY DISK
 KV6057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6057_STAMPING: 5160
 KV6057_MARK LOGO: NJGS
 KV6057_PROJECTION: RECESSED 30 CENTIMETERS
 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 SUITABLE FOR
 KV6057+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2023
 KV6057
 KV6057  HISTORY     - Date     Condition        Report By
 KV6057  HISTORY     - 1935     MONUMENTED       NJGS
 KV6057  HISTORY     - 19881013 GOOD             NJGS
 KV6057  HISTORY     - 20060725 GOOD             INDIV
 KV6057  HISTORY     - 20160506 GOOD             PB
 KV6057  HISTORY     - 20200214 GOOD             NJGS
 KV6057  HISTORY     - 20230927 GOOD             NJGS
 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.
 KV6057
 KV6057                          STATION RECOVERY (2016)
 KV6057
 KV6057'RECOVERY NOTE BY PBS&J 2016 (MJB)
 KV6057'RECOVERED IN GOOD CONDITION.
 KV6057
 KV6057                          STATION RECOVERY (2020)
 KV6057
 KV6057'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 KV6057'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF PENNINGTON, 5.2 MI
 KV6057'(8.4 KM) SOUTH-SOUTHEAST OF STOCKTON AND 1.9 MI (3.1 KM)
 KV6057'SOUTH-SOUTHEAST OF LAMBERTVILLE IN THE TOWNSHIP OF TITUSVILLE.
 KV6057'
 KV6057'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON CR PENNINGTON
 KV6057'ROAD GO NORTH ON ROUTE 29 FOR ABOUT 4.7 MI (7.6 KM) TO THE STATION ON
 KV6057'THE LEFT BEHIND A GUIDE RAIL.
 KV6057'
 KV6057'THE STATION IS 43.08 FT (13.1 M) SOUTHWEST OF POLE NUMBER NJ404HT THE
 KV6057'POLE IS NORTH OF THE CENTERLINE OF RIVER ROAD, THE STATION IS 14.5 FT
 KV6057'(4.4 M) SOUTH OF THE CENTERLINE OF RIVER ROAD, 8.6 FT (2.6 M) WEST OF
 KV6057'POLE NUMBER 329 WHICH IS SOUTH OF THE CENTERLINE OF RIVER ROAD, THE
 KV6057'STATION IS 1.5 FT (0.5 M) SOUTH BEHIND THE GUIDERAIL.
 KV6057
 KV6057                          STATION RECOVERY (2023)
 KV6057
 KV6057'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV6057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6058 ***********************************************************************
 KV6058  DESIGNATION -  5177
 KV6058  PID         -  KV6058
 KV6058  STATE/COUNTY-  NJ/HUNTERDON
 KV6058  COUNTRY     -  US
 KV6058  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6058
 KV6058                         *CURRENT SURVEY CONTROL
 KV6058  ______________________________________________________________________
 KV6058* NAD 83(1986) POSITION- 40 20 36.     (N) 074 56 28.     (W)   SCALED
 KV6058* NAVD 88 ORTHO HEIGHT -    18.191 (meters)       59.68  (feet) ADJUSTED
 KV6058  ______________________________________________________________________
 KV6058  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 KV6058  DYNAMIC HEIGHT  -         18.183 (meters)       59.66  (feet) COMP
 KV6058  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 KV6058
 KV6058  VERT ORDER      -  FIRST     CLASS I
 KV6058
 KV6058.The horizontal coordinates were scaled from a map and have
 KV6058.an estimated accuracy of +/- 6 seconds.
 KV6058
 KV6058.The orthometric height was determined by differential leveling and
 KV6058.adjusted by the NATIONAL GEODETIC SURVEY
 KV6058.in June 1991.
 KV6058
 KV6058.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6058.GEOID18 height accuracy estimate available here.
 KV6058
 KV6058.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK050658(NAD 83)
 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
 KV6058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6058.See file dsdata.pdf to determine how the superseded data were derived.
 KV6058
 KV6058_MARKER: DD = SURVEY DISK
 KV6058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6054 ***********************************************************************
 KV6054  DESIGNATION -  5195
 KV6054  PID         -  KV6054
 KV6054  STATE/COUNTY-  NJ/MERCER
 KV6054  COUNTRY     -  US
 KV6054  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6054
 KV6054                         *CURRENT SURVEY CONTROL
 KV6054  ______________________________________________________________________
 KV6054* NAD 83(1986) POSITION- 40 19 05.     (N) 074 54 26.     (W)   SCALED
 KV6054* NAVD 88 ORTHO HEIGHT -    17.188 (meters)       56.39  (feet) ADJUSTED
 KV6054  ______________________________________________________________________
 KV6054  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 KV6054  DYNAMIC HEIGHT  -         17.180 (meters)       56.36  (feet) COMP
 KV6054  MODELED GRAVITY -    980,140.9   (mgal)                       NAVD 88
 KV6054
 KV6054  VERT ORDER      -  FIRST     CLASS I
 KV6054
 KV6054.The horizontal coordinates were scaled from a map and have
 KV6054.an estimated accuracy of +/- 6 seconds.
 KV6054
 KV6054.The orthometric height was determined by differential leveling and
 KV6054.adjusted by the NATIONAL GEODETIC SURVEY
 KV6054.in June 1991.
 KV6054
 KV6054.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6054.GEOID18 height accuracy estimate available here.
 KV6054
 KV6054.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK078630(NAD 83)
 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
 KV6054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6054.See file dsdata.pdf to determine how the superseded data were derived.
 KV6054
 KV6054_MARKER: DD = SURVEY DISK
 KV6054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV0990 ***********************************************************************
 KV0990  DESIGNATION -  52
 KV0990  PID         -  KV0990
 KV0990  STATE/COUNTY-  NJ/MERCER
 KV0990  COUNTRY     -  US
 KV0990  USGS QUAD   -  PRINCETON (2019)
 KV0990
 KV0990                         *CURRENT SURVEY CONTROL
 KV0990  ______________________________________________________________________
 KV0990* NAD 83(1986) POSITION- 40 15 58.     (N) 074 41 22.     (W)   SCALED
 KV0990* NAVD 88 ORTHO HEIGHT -    15.858 (meters)       52.03  (feet) POSTED
 KV0990  ______________________________________________________________________
 KV0990  GEOID HEIGHT    -        -33.137 (meters)                     GEOID18
 KV0990  DYNAMIC HEIGHT  -         15.85  (meters)       52.0   (feet) COMP
 KV0990  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 KV0990
 KV0990  VERT ORDER      -  * POSTED, SEE BELOW
 KV0990
 KV0990.The horizontal coordinates were scaled from a 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
 KV0990.* This is a POSTED BENCH MARK height.
 KV0990
 KV0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0990.GEOID18 height accuracy estimate available here.
 KV0990
 KV0990.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK264573(NAD 83)
 KV0990
 KV0990                          SUPERSEDED SURVEY CONTROL
 KV0990
 KV0990  NGVD 29 (11/26/84)   16.190  (m)           53.12   (f) ADJUSTED    1 2
 KV0990
 KV0990.Superseded values are not recommended for survey control.
 KV0990
 KV0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0990.See file dsdata.pdf to determine how the superseded data were derived.
 KV0990
 KV0990_MARKER: Q = CHISELED SQUARE
 KV0990_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0990_SP_SET: CULVERT HEADWALL
 KV0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0990+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0989 ***********************************************************************
 KV0989  DESIGNATION -  52 A
 KV0989  PID         -  KV0989
 KV0989  STATE/COUNTY-  NJ/MERCER
 KV0989  COUNTRY     -  US
 KV0989  USGS QUAD   -  PRINCETON (2019)
 KV0989
 KV0989                         *CURRENT SURVEY CONTROL
 KV0989  ______________________________________________________________________
 KV0989* NAD 83(1986) POSITION- 40 16 05.     (N) 074 41 18.     (W)   SCALED
 KV0989* NAVD 88 ORTHO HEIGHT -    16.801 (meters)       55.12  (feet) POSTED
 KV0989  ______________________________________________________________________
 KV0989  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 KV0989  DYNAMIC HEIGHT  -         16.79  (meters)       55.1   (feet) COMP
 KV0989  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 KV0989
 KV0989  VERT ORDER      -  * POSTED, SEE BELOW
 KV0989
 KV0989.The horizontal coordinates were scaled from a 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
 KV0989.* This is a POSTED BENCH MARK height.
 KV0989
 KV0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0989.GEOID18 height accuracy estimate available here.
 KV0989
 KV0989.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK264575(NAD 83)
 KV0989
 KV0989                          SUPERSEDED SURVEY CONTROL
 KV0989
 KV0989  NGVD 29 (11/26/84)   17.133  (m)           56.21   (f) ADJUSTED    1 2
 KV0989
 KV0989.Superseded values are not recommended for survey control.
 KV0989
 KV0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0989.See file dsdata.pdf to determine how the superseded data were derived.
 KV0989
 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  HISTORY     - 20200408 MARK NOT FOUND   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.
 KV0989
 KV0989                          STATION RECOVERY (2020)
 KV0989
 KV0989'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 KV0989'THIS MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4420 ***********************************************************************
 JU4420  DESIGNATION -  52594.70
 JU4420  PID         -  JU4420
 JU4420  STATE/COUNTY-  NJ/CAPE MAY
 JU4420  COUNTRY     -  US
 JU4420  USGS QUAD   -  STONE HARBOR (2019)
 JU4420
 JU4420                         *CURRENT SURVEY CONTROL
 JU4420  ______________________________________________________________________
 JU4420* NAD 83(2011) POSITION- 39 04 14.02675(N) 074 49 34.96977(W)   ADJUSTED
 JU4420* NAD 83(2011) ELLIP HT-   -30.897 (meters)        (06/27/12)   ADJUSTED
 JU4420* NAD 83(2011) EPOCH   -  2010.00
 JU4420* NAVD 88 ORTHO HEIGHT -     4.4   (meters)       14.    (feet) GPS OBS
 JU4420  ______________________________________________________________________
 JU4420  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4420  GEOID HEIGHT    -        -35.510 (meters)                     GEOID93
 JU4420  GEOID HEIGHT    -        -35.221 (meters)                     GEOID18
 JU4420  NAD 83(2011) X  -  1,297,827.653 (meters)                     COMP
 JU4420  NAD 83(2011) Y  - -4,785,506.646 (meters)                     COMP
 JU4420  NAD 83(2011) Z  -  3,998,382.387 (meters)                     COMP
 JU4420  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 JU4420
 JU4420  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4420  Standards:
 JU4420         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4420            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4420  -------------------------------------------------------------------
 JU4420  NETWORK    0.73   1.20           0.31   0.29   0.61      0.01412999
 JU4420  -------------------------------------------------------------------
 JU4420  Click here for local accuracies and other accuracy information.
 JU4420
 JU4420.The horizontal coordinates were established by GPS observations
 JU4420.and adjusted by the National Geodetic Survey in June 2012.
 JU4420
 JU4420.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4420.been affixed to the stable North American tectonic plate. See 
 JU4420.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4420
 JU4420.The horizontal coordinates are valid at the epoch date displayed above
 JU4420.which is a decimal equivalence of Year/Month/Day.
 JU4420
 JU4420.The orthometric height was determined by GPS observations and a
 JU4420.high-resolution geoid model.
 JU4420
 JU4420.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4420.GEOID18 height accuracy estimate available here.
 JU4420
 JU4420.Click photographs - Photos may exist for this station.
 JU4420
 JU4420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4420
 JU4420.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4420
 JU4420.The ellipsoidal height was determined by GPS observations
 JU4420.and is referenced to NAD 83.
 JU4420
 JU4420. The following values were computed from the NAD 83(2011) position.
 JU4420
 JU4420;                    North         East     Units Scale Factor Converg.
 JU4420;SPC NJ       -    26,384.013   121,757.728   MT  0.99990982   -0 12 20.6
 JU4420;SPC NJ       -    86,561.55    399,466.81   sFT  0.99990982   -0 12 20.6
 JU4420;UTM  18      - 4,324,621.423   515,019.078   MT  0.99960278   +0 06 33.9
 JU4420
 JU4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4420!SPC NJ       -   1.00000485  x   0.99990982  =   0.99991467
 JU4420!UTM  18      -   1.00000485  x   0.99960278  =   0.99960763
 JU4420
 JU4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1501924621(NAD 83)
 JU4420
 JU4420                          SUPERSEDED SURVEY CONTROL
 JU4420
 JU4420  NAD 83(2007)-  39 04 14.02707(N)    074 49 34.97049(W) AD(2002.00) 0
 JU4420  ELLIP H (02/10/07)  -30.884  (m)                       GP(2002.00)    
 JU4420  ELLIP H (10/23/02)  -30.864  (m)                       GP(       ) 4 1
 JU4420  NAD 83(1996)-  39 04 14.02702(N)    074 49 34.97026(W) AD(       ) 1
 JU4420  ELLIP H (05/14/99)  -30.879  (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)  -30.968  (m)                       GP(       ) 3 1
 JU4420
 JU4420.Superseded values are not recommended for survey control.
 JU4420
 JU4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4420.See file dsdata.pdf to determine how the superseded data were derived.
 JU4420
 JU4420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DP7934 ***********************************************************************
 DP7934  DESIGNATION -  5277
 DP7934  PID         -  DP7934
 DP7934  STATE/COUNTY-  NJ/OCEAN
 DP7934  COUNTRY     -  US
 DP7934  USGS QUAD   -  POINT PLEASANT (2019)
 DP7934
 DP7934                         *CURRENT SURVEY CONTROL
 DP7934  ______________________________________________________________________
 DP7934* NAD 83(1986) POSITION- 40 00 08.72   (N) 074 03 38.55   (W)   HD_HELD1
 DP7934* NAVD 88 ORTHO HEIGHT -     1.919 (meters)        6.30  (feet) ADJUSTED
 DP7934  ______________________________________________________________________
 DP7934  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 DP7934  DYNAMIC HEIGHT  -          1.918 (meters)        6.29  (feet) COMP
 DP7934  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 DP7934
 DP7934  VERT ORDER      -  FIRST     CLASS II
 DP7934
 DP7934.The horizontal coordinates were determined by differentially corrected
 DP7934.hand held GPS observations or other comparable positioning techniques
 DP7934.and have an estimated accuracy of +/- 3 meters.
 DP7934
 DP7934.The orthometric height was determined by differential leveling and
 DP7934.adjusted by the NATIONAL GEODETIC SURVEY
 DP7934.in September 2015.
 DP7934
 DP7934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7934.GEOID18 height accuracy estimate available here.
 DP7934
 DP7934.Click photographs - Photos may exist for this station.
 DP7934
 DP7934.The dynamic height is computed by dividing the NAVD 88
 DP7934.geopotential number by the normal gravity value computed on the
 DP7934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7934.degrees latitude (g = 980.6199 gals.).
 DP7934
 DP7934.The modeled gravity was interpolated from observed gravity values.
 DP7934
 DP7934;                    North         East    Units  Estimated Accuracy
 DP7934;SPC NJ       -   129,875.8     187,507.8     MT  (+/- 3 meters HH1 GPS) 
 DP7934
 DP7934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8017528448(NAD 83)
 DP7934
 DP7934                          SUPERSEDED SURVEY CONTROL
 DP7934
 DP7934.No superseded survey control is available for this station.
 DP7934
 DP7934_MARKER: DD = SURVEY DISK
 DP7934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7934_STAMPING: 5277
 DP7934_MARK LOGO: NJGS
 DP7934_PROJECTION: FLUSH
 DP7934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7934+STABILITY: SURFACE MOTION
 DP7934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7934+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7934
 DP7934  HISTORY     - Date     Condition        Report By
 DP7934  HISTORY     - 1936     MONUMENTED       NJGS
 DP7934  HISTORY     - 20120629 GOOD             NJGS
 DP7934  HISTORY     - 20160411 GOOD             NJGS
 DP7934
 DP7934                          STATION DESCRIPTION
 DP7934
 DP7934'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7934'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH OF POINT PLEASANT
 DP7934'BEACH, 5.6 MI (9.0 KM) SOUTH OF POINT PLEASANT AND 5.3 MI (8.5 KM)
 DP7934'NORTH OF SEASIDE PARK.
 DP7934'
 DP7934'THE STATION IS LOCATED IN BRICK TOWNSHIP IN THE LOCAL COMMUNITY OF
 DP7934'NORMANDY BEACH.
 DP7934'
 DP7934'THE STATION IS ON THE EAST SIDE OF OCEAN AVENUE (STATE HIGHWAY 35
 DP7934'NORTHBOUND) SET FLUSH WITH THE GROUND BETWEEN THE CURB AND SIDEWALK.
 DP7934'
 DP7934'THE STATION IS 70.0 FT (21.3 M) SOUTH FROM THE CENTERLINE OF SEVENTH
 DP7934'AVENUE, 43.6 SOUTH FROM WOOD UTILITY POLE NUMBER 63375 63371 216960
 DP7934'ACR 53, 75.4 FT (23.0 M) NORTH FROM WOOD UTILITY POLE NUMBER 2169574
 DP7934'A42582, 1.7 FT (0.5 M) EAST FROM THE EAST CURB OF STATE HIGHWAY 35
 DP7934'NORTHBOUND AND 1.0 FT (0.3 M) NORTH FROM A METAL WITNESS POST WITH
 DP7934'SIGN ATTACHED.
 DP7934
 DP7934                          STATION RECOVERY (2016)
 DP7934
 DP7934'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7934'RECOVERED IN GOOD CONDITION.
 DP7934'
 DP7934'NOTE-ADD- ALSO 3.5 FT (1.1 M) SOUTH OF A WATER METER, 1.5 FT (0.5 M)
 DP7934'WEST OF THE WEST EDGE OF THE SIDEWALK.  WITNESS POST REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7925 ***********************************************************************
 DP7925  DESIGNATION -  5280
 DP7925  PID         -  DP7925
 DP7925  STATE/COUNTY-  NJ/OCEAN
 DP7925  COUNTRY     -  US
 DP7925  USGS QUAD   -  SEASIDE PARK (2019)
 DP7925
 DP7925                         *CURRENT SURVEY CONTROL
 DP7925  ______________________________________________________________________
 DP7925* NAD 83(1986) POSITION- 39 58 37.40   (N) 074 04 04.83   (W)   HD_HELD1
 DP7925* NAVD 88 ORTHO HEIGHT -     1.179 (meters)        3.87  (feet) ADJUSTED
 DP7925  ______________________________________________________________________
 DP7925  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 DP7925  DYNAMIC HEIGHT  -          1.178 (meters)        3.86  (feet) COMP
 DP7925  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 DP7925
 DP7925  VERT ORDER      -  FIRST     CLASS II
 DP7925
 DP7925.The horizontal coordinates were determined by differentially corrected
 DP7925.hand held GPS observations or other comparable positioning techniques
 DP7925.and have an estimated accuracy of +/- 3 meters.
 DP7925
 DP7925.The orthometric height was determined by differential leveling and
 DP7925.adjusted by the NATIONAL GEODETIC SURVEY
 DP7925.in March 2017.
 DP7925
 DP7925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7925.GEOID18 height accuracy estimate available here.
 DP7925
 DP7925.Click photographs - Photos may exist for this station.
 DP7925
 DP7925.The dynamic height is computed by dividing the NAVD 88
 DP7925.geopotential number by the normal gravity value computed on the
 DP7925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7925.degrees latitude (g = 980.6199 gals.).
 DP7925
 DP7925.The modeled gravity was interpolated from observed gravity values.
 DP7925
 DP7925;                    North         East    Units  Estimated Accuracy
 DP7925;SPC NJ       -   127,056.4     186,898.1     MT  (+/- 3 meters HH1 GPS) 
 DP7925
 DP7925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7958125626(NAD 83)
 DP7925
 DP7925                          SUPERSEDED SURVEY CONTROL
 DP7925
 DP7925  NAVD 88 (09/24/15)    1.182  (m)            3.88   (f) SUPERSEDED  1 2
 DP7925
 DP7925.Superseded values are not recommended for survey control.
 DP7925
 DP7925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7925.See file dsdata.pdf to determine how the superseded data were derived.
 DP7925
 DP7925_MARKER: DD = SURVEY DISK
 DP7925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7925_STAMPING: 5280
 DP7925_MARK LOGO: NJGS
 DP7925_PROJECTION: RECESSED 5 CENTIMETERS
 DP7925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7925+STABILITY: SURFACE MOTION
 DP7925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7925+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DP7925
 DP7925  HISTORY     - Date     Condition        Report By
 DP7925  HISTORY     - 1936     MONUMENTED       CGS
 DP7925  HISTORY     - 20120629 GOOD             NJGS
 DP7925  HISTORY     - 20160411 GOOD             NJGS
 DP7925
 DP7925                          STATION DESCRIPTION
 DP7925
 DP7925'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7925'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF POINT PLEASANT,
 DP7925'7.1 MI (11.4 KM) EAST-NORTHEAST OF TOMS RIVER AND 3.5 MI (5.6 KM)
 DP7925'NORTH OF SEASIDE PARK.
 DP7925'
 DP7925'THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE, ON THE SOUTHWEST
 DP7925'CORNER OF THE INTERSECTION OF GRAND CENTRAL AVENUE (STATE HIGHWAY 35
 DP7925'NORTHBOUND) AND WHITE AVENUE.
 DP7925'
 DP7925'THE STATION IS 21.7 FT (6.6 M) SOUTH FROM THE CENTERLINE OF WHITE
 DP7925'AVENUE, 1.75 FT (0.5 M) SOUTH FROM THE SOUTH CURB OF WHITE AVENUE AND
 DP7925'46.3 FT (14.1 M) WEST FROM THE CENTERLINE OF GRAND CENTRAL AVENUE
 DP7925'(STATE HIGHWAY 35 NORTHBOUND).
 DP7925
 DP7925                          STATION RECOVERY (2016)
 DP7925
 DP7925'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7925'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7923 ***********************************************************************
 DP7923  DESIGNATION -  5281
 DP7923  PID         -  DP7923
 DP7923  STATE/COUNTY-  NJ/OCEAN
 DP7923  COUNTRY     -  US
 DP7923  USGS QUAD   -  SEASIDE PARK (2019)
 DP7923
 DP7923                         *CURRENT SURVEY CONTROL
 DP7923  ______________________________________________________________________
 DP7923* NAD 83(1986) POSITION- 39 58 21.19   (N) 074 04 07.40   (W)   HD_HELD1
 DP7923* NAVD 88 ORTHO HEIGHT -     1.055 (meters)        3.46  (feet) ADJUSTED
 DP7923  ______________________________________________________________________
 DP7923  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 DP7923  DYNAMIC HEIGHT  -          1.054 (meters)        3.46  (feet) COMP
 DP7923  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 DP7923
 DP7923  VERT ORDER      -  FIRST     CLASS II
 DP7923
 DP7923.The horizontal coordinates were determined by differentially corrected
 DP7923.hand held GPS observations or other comparable positioning techniques
 DP7923.and have an estimated accuracy of +/- 3 meters.
 DP7923
 DP7923.The orthometric height was determined by differential leveling and
 DP7923.adjusted by the NATIONAL GEODETIC SURVEY
 DP7923.in September 2015.
 DP7923
 DP7923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7923.GEOID18 height accuracy estimate available here.
 DP7923
 DP7923.Click photographs - Photos may exist for this station.
 DP7923
 DP7923.The dynamic height is computed by dividing the NAVD 88
 DP7923.geopotential number by the normal gravity value computed on the
 DP7923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7923.degrees latitude (g = 980.6199 gals.).
 DP7923
 DP7923.The modeled gravity was interpolated from observed gravity values.
 DP7923
 DP7923;                    North         East    Units  Estimated Accuracy
 DP7923;SPC NJ       -   126,556.2     186,839.6     MT  (+/- 3 meters HH1 GPS) 
 DP7923
 DP7923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7952625126(NAD 83)
 DP7923
 DP7923                          SUPERSEDED SURVEY CONTROL
 DP7923
 DP7923.No superseded survey control is available for this station.
 DP7923
 DP7923_STAMPING: 5281
 DP7923_MARK LOGO: CGS
 DP7923_PROJECTION: FLUSH
 DP7923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7923+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7923
 DP7923  HISTORY     - Date     Condition        Report By
 DP7923  HISTORY     - 1936     MONUMENTED       CGS
 DP7923  HISTORY     - 20120629 GOOD             NJGS
 DP7923  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7923
 DP7923                          STATION DESCRIPTION
 DP7923
 DP7923'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7923'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF POINT PLEASANT,
 DP7923'7.0 MI (11.3 KM) EAST OF TOMS RIVER AND 3.2 MI (5.1 KM) NORTH OF
 DP7923'SEASIDE PARK.
 DP7923'
 DP7923'THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE.
 DP7923'
 DP7923'THE STATION IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF GRAND
 DP7923'CENTRAL AVENUE (STATE HIGHWAY 35 NORTHBOUND) AND VANCE AVENUE, IN
 DP7923'FRONT OF NUMBER 800 GRAND CENTRAL AVENUE, A CONDOMINIUM COMPLEX.
 DP7923'
 DP7923'THE STATION IS 4.2 FT (1.3 M) SOUTH FROM THE SOUTH CURB OF VANCE
 DP7923'AVENUE, 4.2 FT (1.3 M) WEST FROM THE WEST CURB OF GRAND CENTRAL
 DP7923'AVENUE, 1.9 FT (0.6 M) FROM A WOOD UTILITY POLE WITH NO NUMBER AND
 DP7923'10.9 FT (3.3 M) EAST FROM A STOP SIGN WITH WITNESS SIGN ATTACHED.  THE
 DP7923'STATION IS LOCATED IN A CUTOUT IN THE CONCRETE SIDEWALK.
 DP7923
 DP7923                          STATION RECOVERY (2015)
 DP7923
 DP7923'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7923'THE STRUCTURE, MONUMENT, INTO WHICH THE STATION WAS SET HAS BEEN
 DP7923'REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7804 ***********************************************************************
 AI7804  DESIGNATION -  5285
 AI7804  PID         -  AI7804
 AI7804  STATE/COUNTY-  NJ/OCEAN
 AI7804  COUNTRY     -  US
 AI7804  USGS QUAD   -  SEASIDE PARK (2019)
 AI7804
 AI7804                         *CURRENT SURVEY CONTROL
 AI7804  ______________________________________________________________________
 AI7804* NAD 83(1986) POSITION- 39 56 38.37   (N) 074 04 24.15   (W)   HD_HELD1
 AI7804* NAVD 88 ORTHO HEIGHT -     1.724 (meters)        5.66  (feet) ADJUSTED
 AI7804  ______________________________________________________________________
 AI7804  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 AI7804  DYNAMIC HEIGHT  -          1.723 (meters)        5.65  (feet) COMP
 AI7804  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 AI7804
 AI7804  VERT ORDER      -  FIRST     CLASS II
 AI7804
 AI7804.The horizontal coordinates were determined by differentially corrected
 AI7804.hand held GPS observations or other comparable positioning techniques
 AI7804.and have an estimated accuracy of +/- 3 meters.
 AI7804
 AI7804.The orthometric height was determined by differential leveling and
 AI7804.adjusted by the NATIONAL GEODETIC SURVEY
 AI7804.in March 2001.
 AI7804
 AI7804.No vertical observational check was made to the station.
 AI7804
 AI7804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7804.GEOID18 height accuracy estimate available here.
 AI7804
 AI7804.Click photographs - Photos may exist for this station.
 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       -   123,383.3     186,457.3     MT  (+/- 3 meters HH1 GPS) 
 AI7804
 AI7804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7916121951(NAD 83)
 AI7804
 AI7804                          SUPERSEDED SURVEY CONTROL
 AI7804
 AI7804.No superseded survey control is available for this station.
 AI7804
 AI7804_MARKER: DD = SURVEY DISK
 AI7804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7804_STAMPING: 5285
 AI7804_MARK LOGO: NJDCED
 AI7804_PROJECTION: FLUSH
 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 - April 11, 2016
 AI7804
 AI7804  HISTORY     - Date     Condition        Report By
 AI7804  HISTORY     - 1936     MONUMENTED       NJGS
 AI7804  HISTORY     - 19981030 GOOD             NJGS
 AI7804  HISTORY     - 20120629 GOOD             NJGS
 AI7804  HISTORY     - 20160411 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.
 AI7804
 AI7804                          STATION RECOVERY (2012)
 AI7804
 AI7804'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI7804'RECOVERED IN GOOD CONDITION.
 AI7804'
 AI7804'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF
 AI7804'FORKED RIVER, 6.7 MI (10.8 KM) EAST OF TOMS RIVER AND 1.2 MI (1.9 KM)
 AI7804'NORTH OF SEASIDE PARK.
 AI7804'
 AI7804'THE BRICK GAZEBO MENTIONED IN THE PREVIOUS DESCRIPTION HAS BEEN
 AI7804'REMOVED AND THE AREA IS NOW A MUNICIPAL PARK.  THE STATION IS NOW
 AI7804'SURROUNDED BY A BRICK SIDEWALK.
 AI7804
 AI7804                          STATION RECOVERY (2016)
 AI7804
 AI7804'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI7804'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7807 ***********************************************************************
 AI7807  DESIGNATION -  5289
 AI7807  PID         -  AI7807
 AI7807  STATE/COUNTY-  NJ/OCEAN
 AI7807  COUNTRY     -  US
 AI7807  USGS QUAD   -  SEASIDE PARK (2019)
 AI7807
 AI7807                         *CURRENT SURVEY CONTROL
 AI7807  ______________________________________________________________________
 AI7807* NAD 83(1986) POSITION- 39 55 28.11   (N) 074 04 40.53   (W)   HD_HELD1
 AI7807* NAVD 88 ORTHO HEIGHT -     1.336 (meters)        4.38  (feet) ADJUSTED
 AI7807  ______________________________________________________________________
 AI7807  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 AI7807  DYNAMIC HEIGHT  -          1.335 (meters)        4.38  (feet) COMP
 AI7807  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 AI7807
 AI7807  VERT ORDER      -  FIRST     CLASS II
 AI7807
 AI7807.The horizontal coordinates were determined by differentially corrected
 AI7807.hand held GPS observations or other comparable positioning techniques
 AI7807.and have an estimated accuracy of +/- 3 meters.
 AI7807
 AI7807.The orthometric height was determined by differential leveling and
 AI7807.adjusted by the NATIONAL GEODETIC SURVEY
 AI7807.in September 2015.
 AI7807
 AI7807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7807.GEOID18 height accuracy estimate available here.
 AI7807
 AI7807.Click photographs - Photos may exist for this station.
 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       -   121,214.7     186,078.7     MT  (+/- 3 meters HH1 GPS) 
 AI7807
 AI7807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7879519781(NAD 83)
 AI7807
 AI7807                          SUPERSEDED SURVEY CONTROL
 AI7807
 AI7807  NAVD 88 (03/01/01)    1.343  (m)            4.41   (f) SUPERSEDED  1 2
 AI7807
 AI7807.Superseded values are not recommended for survey control.
 AI7807
 AI7807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7807.See file dsdata.pdf to determine how the superseded data were derived.
 AI7807
 AI7807_STAMPING: 5289
 AI7807_MARK LOGO: NJGS
 AI7807_PROJECTION: FLUSH
 AI7807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7807+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 AI7807
 AI7807  HISTORY     - Date     Condition        Report By
 AI7807  HISTORY     - 1949     MONUMENTED       NJGS
 AI7807  HISTORY     - 19981028 GOOD             NJGS
 AI7807  HISTORY     - 20120629 GOOD             NJGS
 AI7807  HISTORY     - 20151119 MARK NOT FOUND   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.
 AI7807
 AI7807                          STATION RECOVERY (2012)
 AI7807
 AI7807'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI7807'RECOVERED IN GOOD CONDITION.
 AI7807'
 AI7807'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF
 AI7807'FORKED RIVER, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE
 AI7807'TOWN OF SEASIDE PARK, NJ.
 AI7807
 AI7807                          STATION RECOVERY (2015)
 AI7807
 AI7807'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 AI7807'THE STRUCTURE, MONUMENT, INTO WHICH THE STATION WAS SET HAS BEEN
 AI7807'REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6904 ***********************************************************************
 AM6904  DESIGNATION -  5291
 AM6904  PID         -  AM6904
 AM6904  STATE/COUNTY-  NJ/OCEAN
 AM6904  COUNTRY     -  US
 AM6904  USGS QUAD   -  SHIP BOTTOM (2019)
 AM6904
 AM6904                         *CURRENT SURVEY CONTROL
 AM6904  ______________________________________________________________________
 AM6904* NAD 83(1986) POSITION- 39 39 37.05   (N) 074 10 00.48   (W)   HD_HELD1
 AM6904* NAVD 88 ORTHO HEIGHT -     1.506 (meters)        4.94  (feet) ADJUSTED
 AM6904  ______________________________________________________________________
 AM6904  GEOID HEIGHT    -        -33.552 (meters)                     GEOID18
 AM6904  DYNAMIC HEIGHT  -          1.506 (meters)        4.94  (feet) COMP
 AM6904  MODELED GRAVITY -    980,152.4   (mgal)                       NAVD 88
 AM6904
 AM6904  VERT ORDER      -  FIRST     CLASS II
 AM6904
 AM6904.The horizontal coordinates were determined by differentially corrected
 AM6904.hand held GPS observations or other comparable positioning techniques
 AM6904.and have an estimated accuracy of +/- 3 meters.
 AM6904
 AM6904.The orthometric height was determined by differential leveling and
 AM6904.adjusted by the NATIONAL GEODETIC SURVEY
 AM6904.in February 2021.
 AM6904
 AM6904.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6904.GEOID18 height accuracy estimate available here.
 AM6904
 AM6904.Click photographs - Photos may exist for this station.
 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       -    91,853.0     178,590.9     MT  (+/- 3 meters HH1 GPS) 
 AM6904
 AM6904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7147390385(NAD 83)
 AM6904
 AM6904                          SUPERSEDED SURVEY CONTROL
 AM6904
 AM6904  NAVD 88 (03/25/05)    1.503  (m)            4.93   (f) SUPERSEDED  1 2
 AM6904
 AM6904.Superseded values are not recommended for survey control.
 AM6904
 AM6904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6904.See file dsdata.pdf to determine how the superseded data were derived.
 AM6904
 AM6904_MARKER: DD = SURVEY DISK
 AM6904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6904_STAMPING: 5291
 AM6904_MARK LOGO: NJGS
 AM6904_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 AM6904+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2019
 AM6904
 AM6904  HISTORY     - Date     Condition        Report By
 AM6904  HISTORY     - 1937     MONUMENTED       NJGS
 AM6904  HISTORY     - 20010606 GOOD             NJGS
 AM6904  HISTORY     - 20060127 GOOD             GEOCAC
 AM6904  HISTORY     - 20111111 GOOD             INDIV
 AM6904  HISTORY     - 20190128 GOOD             NJGS
 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.
 AM6904
 AM6904                          STATION RECOVERY (2011)
 AM6904
 AM6904'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 AM6904'RECOVERED AS DESCRIBED.
 AM6904
 AM6904                          STATION RECOVERY (2019)
 AM6904
 AM6904'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AM6904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7265 ***********************************************************************
 AC7265  DESIGNATION -  5292
 AC7265  PID         -  AC7265
 AC7265  STATE/COUNTY-  NJ/OCEAN
 AC7265  COUNTRY     -  US
 AC7265  USGS QUAD   -  SHIP BOTTOM (2019)
 AC7265
 AC7265                         *CURRENT SURVEY CONTROL
 AC7265  ______________________________________________________________________
 AC7265* NAD 83(1986) POSITION- 39 39 10.58   (N) 074 10 23.53   (W)   HD_HELD1
 AC7265* NAVD 88 ORTHO HEIGHT -     1.011 (meters)        3.32  (feet) ADJUSTED
 AC7265  ______________________________________________________________________
 AC7265  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 AC7265  DYNAMIC HEIGHT  -          1.010 (meters)        3.31  (feet) COMP
 AC7265  MODELED GRAVITY -    980,151.4   (mgal)                       NAVD 88
 AC7265
 AC7265  VERT ORDER      -  FIRST     CLASS II
 AC7265
 AC7265.The horizontal coordinates were determined by differentially corrected
 AC7265.hand held GPS observations or other comparable positioning techniques
 AC7265.and have an estimated accuracy of +/- 3 meters.
 AC7265
 AC7265.The orthometric height was determined by differential leveling and
 AC7265.adjusted by the NATIONAL GEODETIC SURVEY
 AC7265.in February 2021.
 AC7265
 AC7265.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7265.GEOID18 height accuracy estimate available here.
 AC7265
 AC7265.Click photographs - Photos may exist for this station.
 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       -    91,034.7     178,044.5     MT  (+/- 3 meters HH1 GPS) 
 AC7265
 AC7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7093189564(NAD 83)
 AC7265
 AC7265                          SUPERSEDED SURVEY CONTROL
 AC7265
 AC7265  NAVD 88 (04/25/97)    1.009  (m)            3.31   (f) SUPERSEDED  1 1
 AC7265
 AC7265.Superseded values are not recommended for survey control.
 AC7265
 AC7265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7265.See file dsdata.pdf to determine how the superseded data were derived.
 AC7265
 AC7265_MARKER: DD = SURVEY DISK
 AC7265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7265_STAMPING: 5292
 AC7265_MARK LOGO: NJGS
 AC7265_PROJECTION: RECESSED 8 CENTIMETERS
 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 SUITABLE FOR
 AC7265+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2019
 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  HISTORY     - 20111111 GOOD             INDIV
 AC7265  HISTORY     - 20171009 GOOD             PBCONS
 AC7265  HISTORY     - 20190128 GOOD             NJGS
 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.
 AC7265
 AC7265                          STATION RECOVERY (2011)
 AC7265
 AC7265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 AC7265'RECOVERED AS DESCRIBED. THE STATION IS 3 INCHES UNDERGROUND IN A
 AC7265'GRASSY AREA BETWEEN THE CURB AND SIDEWALK.
 AC7265
 AC7265                          STATION RECOVERY (2017)
 AC7265
 AC7265'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 AC7265'RECOVERED IN GOOD CONDITION.
 AC7265
 AC7265                          STATION RECOVERY (2019)
 AC7265
 AC7265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AC7265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7264 ***********************************************************************
 AC7264  DESIGNATION -  5293
 AC7264  PID         -  AC7264
 AC7264  STATE/COUNTY-  NJ/OCEAN
 AC7264  COUNTRY     -  US
 AC7264  USGS QUAD   -  SHIP BOTTOM (2019)
 AC7264
 AC7264                         *CURRENT SURVEY CONTROL
 AC7264  ______________________________________________________________________
 AC7264* NAD 83(1986) POSITION- 39 38 59.60   (N) 074 10 31.25   (W)   HD_HELD1
 AC7264* NAVD 88 ORTHO HEIGHT -     1.169 (meters)        3.84  (feet) ADJUSTED
 AC7264  ______________________________________________________________________
 AC7264  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 AC7264  DYNAMIC HEIGHT  -          1.169 (meters)        3.84  (feet) COMP
 AC7264  MODELED GRAVITY -    980,151.0   (mgal)                       NAVD 88
 AC7264
 AC7264  VERT ORDER      -  FIRST     CLASS II
 AC7264
 AC7264.The horizontal coordinates were determined by differentially corrected
 AC7264.hand held GPS observations or other comparable positioning techniques
 AC7264.and have an estimated accuracy of +/- 3 meters.
 AC7264
 AC7264.The orthometric height was determined by differential leveling and
 AC7264.adjusted by the NATIONAL GEODETIC SURVEY
 AC7264.in February 2021.
 AC7264
 AC7264.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7264.GEOID18 height accuracy estimate available here.
 AC7264
 AC7264.Click photographs - Photos may exist for this station.
 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       -    90,695.4     177,861.7     MT  (+/- 3 meters HH1 GPS) 
 AC7264
 AC7264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7075089224(NAD 83)
 AC7264
 AC7264                          SUPERSEDED SURVEY CONTROL
 AC7264
 AC7264  NAVD 88 (04/25/97)    1.168  (m)            3.83   (f) SUPERSEDED  1 1
 AC7264
 AC7264.Superseded values are not recommended for survey control.
 AC7264
 AC7264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7264.See file dsdata.pdf to determine how the superseded data were derived.
 AC7264
 AC7264_MARKER: DD = SURVEY DISK
 AC7264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7264_STAMPING: 5293
 AC7264_MARK LOGO: NJGS
 AC7264_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - March 18, 2019
 AC7264
 AC7264  HISTORY     - Date     Condition        Report By
 AC7264  HISTORY     - 1941     MONUMENTED       NJGS
 AC7264  HISTORY     - 19960701 GOOD             NJGS
 AC7264  HISTORY     - 20010606 GOOD             NJGS
 AC7264  HISTORY     - 20111111 GOOD             INDIV
 AC7264  HISTORY     - 20160427 GOOD             NJGS
 AC7264  HISTORY     - 20171009 GOOD             PBCONS
 AC7264  HISTORY     - 20190318 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.
 AC7264
 AC7264                          STATION RECOVERY (2011)
 AC7264
 AC7264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 AC7264'RECOVERED AS DESCRIBED. THE STATION IS ON THE NORTHEAST CORNER OF 8TH
 AC7264'STREET AND LONG BEACH BOULEVARD AND IT IS ABOUT 3.5 FEET WEST OF A
 AC7264'STOP SIGN. IT IS ADJACENT TO A PARKING LOT FOR A CVS PHARMACY.
 AC7264
 AC7264                          STATION RECOVERY (2016)
 AC7264
 AC7264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 AC7264'RECOVERED IN GOOD CONDITION.
 AC7264
 AC7264                          STATION RECOVERY (2017)
 AC7264
 AC7264'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 AC7264'RECOVERED IN GOOD CONDITION.
 AC7264
 AC7264                          STATION RECOVERY (2019)
 AC7264
 AC7264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AC7264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7257 ***********************************************************************
 AC7257  DESIGNATION -  5296
 AC7257  PID         -  AC7257
 AC7257  STATE/COUNTY-  NJ/OCEAN
 AC7257  COUNTRY     -  US
 AC7257  USGS QUAD   -  SHIP BOTTOM (2019)
 AC7257
 AC7257                         *CURRENT SURVEY CONTROL
 AC7257  ______________________________________________________________________
 AC7257* NAD 83(1986) POSITION- 39 37 32.     (N) 074 11 38.     (W)   SCALED
 AC7257* NAVD 88 ORTHO HEIGHT -     0.652 (meters)        2.14  (feet) ADJUSTED
 AC7257  ______________________________________________________________________
 AC7257  GEOID HEIGHT    -        -33.636 (meters)                     GEOID18
 AC7257  DYNAMIC HEIGHT  -          0.652 (meters)        2.14  (feet) COMP
 AC7257  MODELED GRAVITY -    980,147.4   (mgal)                       NAVD 88
 AC7257
 AC7257  VERT ORDER      -  FIRST     CLASS I
 AC7257
 AC7257.The horizontal coordinates were scaled from a map and have
 AC7257.an estimated accuracy of +/- 6 seconds.
 AC7257
 AC7257.The orthometric height was determined by differential leveling and
 AC7257.adjusted by the NATIONAL GEODETIC SURVEY
 AC7257.in April 1997.
 AC7257
 AC7257.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7257.GEOID18 height accuracy estimate available here.
 AC7257
 AC7257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ691865(NAD 83)
 AC7257
 AC7257                          SUPERSEDED SURVEY CONTROL
 AC7257
 AC7257.No superseded survey control is available for this station.
 AC7257
 AC7257_STAMPING: 5296
 AC7257_MARK LOGO: NJGS
 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  HISTORY     - 20190214 MARK NOT FOUND   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.
 AC7257
 AC7257                          STATION RECOVERY (2019)
 AC7257
 AC7257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 AC7257'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7256 ***********************************************************************
 AC7256  DESIGNATION -  5297
 AC7256  PID         -  AC7256
 AC7256  STATE/COUNTY-  NJ/OCEAN
 AC7256  COUNTRY     -  US
 AC7256  USGS QUAD   -  BEACH HAVEN (2019)
 AC7256
 AC7256                         *CURRENT SURVEY CONTROL
 AC7256  ______________________________________________________________________
 AC7256* NAD 83(1986) POSITION- 39 37 18.54   (N) 074 11 47.50   (W)   HD_HELD1
 AC7256* NAVD 88 ORTHO HEIGHT -     1.278 (meters)        4.19  (feet) ADJUSTED
 AC7256  ______________________________________________________________________
 AC7256  GEOID HEIGHT    -        -33.646 (meters)                     GEOID18
 AC7256  DYNAMIC HEIGHT  -          1.278 (meters)        4.19  (feet) COMP
 AC7256  MODELED GRAVITY -    980,146.7   (mgal)                       NAVD 88
 AC7256
 AC7256  VERT ORDER      -  FIRST     CLASS II
 AC7256
 AC7256.The horizontal coordinates were determined by differentially corrected
 AC7256.hand held GPS observations or other comparable positioning techniques
 AC7256.and have an estimated accuracy of +/- 3 meters.
 AC7256
 AC7256.The orthometric height was determined by differential leveling and
 AC7256.adjusted by the NATIONAL GEODETIC SURVEY
 AC7256.in February 2021.
 AC7256
 AC7256.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7256.GEOID18 height accuracy estimate available here.
 AC7256
 AC7256.Click photographs - Photos may exist for this station.
 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       -    87,572.5     176,054.5     MT  (+/- 3 meters HH1 GPS) 
 AC7256
 AC7256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6896186092(NAD 83)
 AC7256
 AC7256                          SUPERSEDED SURVEY CONTROL
 AC7256
 AC7256  NAVD 88 (04/25/97)    1.272  (m)            4.17   (f) SUPERSEDED  1 1
 AC7256
 AC7256.Superseded values are not recommended for survey control.
 AC7256
 AC7256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7256.See file dsdata.pdf to determine how the superseded data were derived.
 AC7256
 AC7256_MARKER: DD = SURVEY DISK
 AC7256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7256_STAMPING: 5297
 AC7256_MARK LOGO: NJGS
 AC7256_PROJECTION: RECESSED 8 CENTIMETERS
 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 - February 04, 2019
 AC7256
 AC7256  HISTORY     - Date     Condition        Report By
 AC7256  HISTORY     - 1937     MONUMENTED       NJGS
 AC7256  HISTORY     - 19960709 GOOD             NJGS
 AC7256  HISTORY     - 20060421 GOOD             GEOCAC
 AC7256  HISTORY     - 20190204 GOOD             NJGS
 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.
 AC7256
 AC7256                          STATION RECOVERY (2019)
 AC7256
 AC7256'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AC7256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0957 ***********************************************************************
 KV0957  DESIGNATION -  53 PRR
 KV0957  PID         -  KV0957
 KV0957  STATE/COUNTY-  NJ/MIDDLESEX
 KV0957  COUNTRY     -  US
 KV0957  USGS QUAD   -  JAMESBURG (2019)
 KV0957
 KV0957                         *CURRENT SURVEY CONTROL
 KV0957  ______________________________________________________________________
 KV0957* NAD 83(1986) POSITION- 40 21 19.     (N) 074 26 41.     (W)   SCALED
 KV0957* NAVD 88 ORTHO HEIGHT -    23.380 (meters)       76.71  (feet) ADJUSTED
 KV0957  ______________________________________________________________________
 KV0957  GEOID HEIGHT    -        -32.708 (meters)                     GEOID18
 KV0957  DYNAMIC HEIGHT  -         23.370 (meters)       76.67  (feet) COMP
 KV0957  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 KV0957
 KV0957  VERT ORDER      -  FIRST     CLASS II
 KV0957
 KV0957.The horizontal coordinates were scaled from a map and have
 KV0957.an estimated accuracy of +/- 6 seconds.
 KV0957
 KV0957.The orthometric height was determined by differential leveling and
 KV0957.adjusted by the NATIONAL GEODETIC SURVEY
 KV0957.in June 1991.
 KV0957
 KV0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0957.GEOID18 height accuracy estimate available here.
 KV0957
 KV0957.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK471673(NAD 83)
 KV0957
 KV0957                          SUPERSEDED SURVEY CONTROL
 KV0957
 KV0957  NGVD 29 (01/10/92)   23.710  (m)           77.79   (f) ADJUSTED    1 2
 KV0957  NGVD 29 (??/??/87)   23.716  (m)           77.81   (f) SUPERSEDED  1 2
 KV0957
 KV0957.Superseded values are not recommended for survey control.
 KV0957
 KV0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0957.See file dsdata.pdf to determine how the superseded data were derived.
 KV0957
 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  HISTORY     - 20081029 MARK NOT FOUND   NJGS
 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.
 KV0957
 KV0957                          STATION RECOVERY (2008)
 KV0957
 KV0957'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KV0957'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1108 ***********************************************************************
 KV1108  DESIGNATION -  53.89
 KV1108  PID         -  KV1108
 KV1108  STATE/COUNTY-  NJ/MERCER
 KV1108  COUNTRY     -  US
 KV1108  USGS QUAD   -  PENNINGTON (2019)
 KV1108
 KV1108                         *CURRENT SURVEY CONTROL
 KV1108  ______________________________________________________________________
 KV1108* NAD 83(1986) POSITION- 40 17 46.0    (N) 074 52 01.1    (W)   HD_HELD2
 KV1108* NAVD 88 ORTHO HEIGHT -    16.140 (meters)       52.95  (feet) ADJUSTED
 KV1108  ______________________________________________________________________
 KV1108  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 KV1108  DYNAMIC HEIGHT  -         16.133 (meters)       52.93  (feet) COMP
 KV1108  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 KV1108
 KV1108  VERT ORDER      -  FIRST     CLASS I
 KV1108
 KV1108.The horizontal coordinates were established by autonomous hand held GPS
 KV1108.observations and have an estimated accuracy of +/- 10 meters.
 KV1108
 KV1108.The orthometric height was determined by differential leveling and
 KV1108.adjusted by the NATIONAL GEODETIC SURVEY
 KV1108.in June 1991.
 KV1108
 KV1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1108.GEOID18 height accuracy estimate available here.
 KV1108
 KV1108.Click photographs - Photos may exist for this station.
 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       -   162,455.      118,802.      MT  (+/- 10 meters HH2 GPS)
 KV1108
 KV1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1130660631(NAD 83)
 KV1108
 KV1108                          SUPERSEDED SURVEY CONTROL
 KV1108
 KV1108  NGVD 29 (01/10/92)   16.433  (m)           53.91   (f) ADJUSTED    1 1
 KV1108  NGVD 29 (??/??/87)   16.433  (m)           53.91   (f) SUPERSEDED  1 1
 KV1108
 KV1108.Superseded values are not recommended for survey control.
 KV1108
 KV1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1108.See file dsdata.pdf to determine how the superseded data were derived.
 KV1108
 KV1108_MARKER: DD = SURVEY DISK
 KV1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1108_SP_SET: BRIDGE BALUSTRADE
 KV1108_STAMPING: 53.89 1955 FLOOD CREST
 KV1108_MARK LOGO: NJGS
 KV1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1108+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2020
 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  HISTORY     - 20200921 GOOD             USPSQD
 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'RECOVERED IN GOOD CONDITION.
 KV1108
 KV1108                          STATION RECOVERY (2020)
 KV1108
 KV1108'RECOVERY NOTE BY US POWER SQUADRON 2020 (STH)
 KV1108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7130 ***********************************************************************
 KV7130  DESIGNATION -  5331 A
 KV7130  PID         -  KV7130
 KV7130  STATE/COUNTY-  NJ/MORRIS
 KV7130  COUNTRY     -  US
 KV7130  USGS QUAD   -  CHESTER (2019)
 KV7130
 KV7130                         *CURRENT SURVEY CONTROL
 KV7130  ______________________________________________________________________
 KV7130* NAD 83(2011) POSITION- 40 51 47.97933(N) 074 42 25.34411(W)   ADJUSTED
 KV7130* NAD 83(2011) ELLIP HT-   299.995 (meters)        (06/27/12)   ADJUSTED
 KV7130* NAD 83(2011) EPOCH   -  2010.00
 KV7130* NAVD 88 ORTHO HEIGHT -   332.9   (meters)     1092.    (feet) GPS OBS
 KV7130  ______________________________________________________________________
 KV7130  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7130  GEOID HEIGHT    -        -33.220 (meters)                     GEOID93
 KV7130  GEOID HEIGHT    -        -32.911 (meters)                     GEOID18
 KV7130  NAD 83(2011) X  -  1,274,135.306 (meters)                     COMP
 KV7130  NAD 83(2011) Y  - -4,659,703.693 (meters)                     COMP
 KV7130  NAD 83(2011) Z  -  4,151,152.759 (meters)                     COMP
 KV7130  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 KV7130
 KV7130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7130  Standards:
 KV7130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7130  -------------------------------------------------------------------
 KV7130  NETWORK    0.60   1.18           0.26   0.23   0.60      0.03898979
 KV7130  -------------------------------------------------------------------
 KV7130  Click here for local accuracies and other accuracy information.
 KV7130
 KV7130.The horizontal coordinates were established by GPS observations
 KV7130.and adjusted by the National Geodetic Survey in June 2012.
 KV7130
 KV7130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7130.been affixed to the stable North American tectonic plate. See 
 KV7130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7130
 KV7130.The horizontal coordinates are valid at the epoch date displayed above
 KV7130.which is a decimal equivalence of Year/Month/Day.
 KV7130
 KV7130.The orthometric height was determined by GPS observations and a
 KV7130.high-resolution geoid model.
 KV7130
 KV7130.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7130.GEOID18 height accuracy estimate available here.
 KV7130
 KV7130.Click photographs - Photos may exist for this station.
 KV7130
 KV7130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7130
 KV7130.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7130
 KV7130.The ellipsoidal height was determined by GPS observations
 KV7130.and is referenced to NAD 83.
 KV7130
 KV7130. The following values were computed from the NAD 83(2011) position.
 KV7130
 KV7130;                    North         East     Units Scale Factor Converg.
 KV7130;SPC NJ       -   225,391.889   132,546.456   MT  0.99990375   -0 08 07.6
 KV7130;SPC NJ       -   739,473.22    434,862.83   sFT  0.99990375   -0 08 07.6
 KV7130;UTM  18      - 4,523,626.605   524,689.222   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2468923626(NAD 83)
 KV7130
 KV7130                          SUPERSEDED SURVEY CONTROL
 KV7130
 KV7130  NAD 83(2007)-  40 51 47.97952(N)    074 42 25.34506(W) AD(2002.00) 0
 KV7130  ELLIP H (02/10/07)  300.008  (m)                       GP(2002.00)    
 KV7130  ELLIP H (10/23/02)  300.003  (m)                       GP(       ) 4 1
 KV7130  NAD 83(1996)-  40 51 47.97958(N)    074 42 25.34536(W) AD(       ) 1
 KV7130  ELLIP H (05/14/99)  299.998  (m)                       GP(       ) 4 1
 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
 KV7130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7130.See file dsdata.pdf to determine how the superseded data were derived.
 KV7130
 KV7130_MARKER: DD = SURVEY DISK
 KV7130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7130_STAMPING: 5331 A
 KV7130_MARK LOGO: NJGS
 KV7130_PROJECTION: RECESSED 12 CENTIMETERS
 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  HISTORY     - 20070401 GOOD             GEOCAC
 KV7130  HISTORY     - 20190821 GOOD             NJGS
 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.
 KV7130
 KV7130                          STATION RECOVERY (2007)
 KV7130
 KV7130'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV7130'THE INTERSECTION OF FLANDERS NETCONG ROAD AND DRAKESTOWN ROAD HAS BEEN
 KV7130'REALIGNED.  THERE IS A MUCH WIDER MARGIN TO EDGE OF PAVING.  STATION
 KV7130'IS LOCATED 10.33 FEET NORTH OF UN-NUMBERED GUY POLE.  OTHER REFERENCES
 KV7130'NOT CHECKED.
 KV7130
 KV7130                          STATION RECOVERY (2019)
 KV7130
 KV7130'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV7130'THE MARK IS 29.9 FT (9.1 M) NORTHWEST OF THE CENTERLINE OF FLANDERS
 KV7130'NETCONG ROAD, 17.6 FT (5.4 M) NORTHWEST FROM THE NORTHWEST EDGE OF
 KV7130'PAVEMENT OF FLANDERS NETCONG ROAD AND 99.0 FT (30.2 M) FROM THE
 KV7130'INTERSECTION OF FLANDERS NETCONG ROAD AND DRAKESTOWN ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6727 ***********************************************************************
 AB6727  DESIGNATION -  5479
 AB6727  PID         -  AB6727
 AB6727  STATE/COUNTY-  NJ/SUSSEX
 AB6727  COUNTRY     -  US
 AB6727  USGS QUAD   -  FRANKLIN (2019)
 AB6727
 AB6727                         *CURRENT SURVEY CONTROL
 AB6727  ______________________________________________________________________
 AB6727* NAD 83(1986) POSITION- 41 02 47.     (N) 074 37 28.     (W)   SCALED
 AB6727* NAVD 88 ORTHO HEIGHT -   201.592 (meters)      661.39  (feet) ADJUSTED
 AB6727  ______________________________________________________________________
 AB6727  GEOID HEIGHT    -        -32.586 (meters)                     GEOID18
 AB6727  DYNAMIC HEIGHT  -        201.501 (meters)      661.09  (feet) COMP
 AB6727  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 AB6727
 AB6727  VERT ORDER      -  SECOND    CLASS II
 AB6727
 AB6727.The horizontal coordinates were scaled from a map and have
 AB6727.an estimated accuracy of +/- 6 seconds.
 AB6727
 AB6727.The orthometric height was determined by differential leveling and
 AB6727.adjusted by the NATIONAL GEODETIC SURVEY
 AB6727.in September 1996.
 AB6727
 AB6727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6727.GEOID18 height accuracy estimate available here.
 AB6727
 AB6727.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL315439(NAD 83)
 AB6727
 AB6727                          SUPERSEDED SURVEY CONTROL
 AB6727
 AB6727.No superseded survey control is available for this station.
 AB6727
 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       NONE
 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 = JULY 24, 2026 22:12:30 EDT
 AB6726 ***********************************************************************
 AB6726  DESIGNATION -  5480
 AB6726  PID         -  AB6726
 AB6726  STATE/COUNTY-  NJ/SUSSEX
 AB6726  COUNTRY     -  US
 AB6726  USGS QUAD   -  FRANKLIN (2019)
 AB6726
 AB6726                         *CURRENT SURVEY CONTROL
 AB6726  ______________________________________________________________________
 AB6726* NAD 83(1986) POSITION- 41 02 58.1    (N) 074 37 14.8    (W)   HD_HELD2
 AB6726* NAVD 88 ORTHO HEIGHT -   205.851 (meters)      675.36  (feet) ADJUSTED
 AB6726  ______________________________________________________________________
 AB6726  GEOID HEIGHT    -        -32.577 (meters)                     GEOID18
 AB6726  DYNAMIC HEIGHT  -        205.759 (meters)      675.06  (feet) COMP
 AB6726  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 AB6726
 AB6726  VERT ORDER      -  SECOND    CLASS II
 AB6726
 AB6726.The horizontal coordinates were established by autonomous hand held GPS
 AB6726.observations and have an estimated accuracy of +/- 10 meters.
 AB6726
 AB6726.The orthometric height was determined by differential leveling and
 AB6726.adjusted by the NATIONAL GEODETIC SURVEY
 AB6726.in September 1996.
 AB6726
 AB6726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6726.GEOID18 height accuracy estimate available here.
 AB6726
 AB6726.Click photographs - Photos may exist for this station.
 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       -   246,048.      139,847.      MT  (+/- 10 meters HH2 GPS)
 AB6726
 AB6726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3186944318(NAD 83)
 AB6726
 AB6726                          SUPERSEDED SURVEY CONTROL
 AB6726
 AB6726.No superseded survey control is available for this station.
 AB6726
 AB6726_MARKER: DD = SURVEY DISK
 AB6726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6726_STAMPING: 5480
 AB6726_MARK LOGO: NJDCED
 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       NONE
 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 = JULY 24, 2026 22:12:30 EDT
 LY2926 ***********************************************************************
 LY2926  DESIGNATION -  5487
 LY2926  PID         -  LY2926
 LY2926  STATE/COUNTY-  NJ/SUSSEX
 LY2926  COUNTRY     -  US
 LY2926  USGS QUAD   -  FRANKLIN (2019)
 LY2926
 LY2926                         *CURRENT SURVEY CONTROL
 LY2926  ______________________________________________________________________
 LY2926* NAD 83(2011) POSITION- 41 04 47.68718(N) 074 35 35.33833(W)   ADJUSTED
 LY2926* NAD 83(2011) ELLIP HT-   167.293 (meters)        (06/27/12)   ADJUSTED
 LY2926* NAD 83(2011) EPOCH   -  2010.00
 LY2926* NAVD 88 ORTHO HEIGHT -   199.8   (meters)      656.    (feet) GPS OBS
 LY2926  ______________________________________________________________________
 LY2926  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2926  GEOID HEIGHT    -        -32.800 (meters)                     GEOID93
 LY2926  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 LY2926  NAD 83(2011) X  -  1,279,178.528 (meters)                     COMP
 LY2926  NAD 83(2011) Y  - -4,641,860.516 (meters)                     COMP
 LY2926  NAD 83(2011) Z  -  4,169,226.908 (meters)                     COMP
 LY2926  LAPLACE CORR    -          5.26  (seconds)                    DEFLEC18
 LY2926
 LY2926  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2926  Standards:
 LY2926         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2926            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2926  -------------------------------------------------------------------
 LY2926  NETWORK    0.46   1.02           0.21   0.16   0.52      0.07890546
 LY2926  -------------------------------------------------------------------
 LY2926  Click here for local accuracies and other accuracy information.
 LY2926
 LY2926.The horizontal coordinates were established by GPS observations
 LY2926.and adjusted by the National Geodetic Survey in June 2012.
 LY2926
 LY2926.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2926.been affixed to the stable North American tectonic plate. See 
 LY2926.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2926
 LY2926.The horizontal coordinates are valid at the epoch date displayed above
 LY2926.which is a decimal equivalence of Year/Month/Day.
 LY2926
 LY2926.The orthometric height was determined by GPS observations and a
 LY2926.high-resolution geoid model.
 LY2926
 LY2926.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2926.GEOID18 height accuracy estimate available here.
 LY2926
 LY2926.Click photographs - Photos may exist for this station.
 LY2926
 LY2926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2926
 LY2926.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2926
 LY2926.The ellipsoidal height was determined by GPS observations
 LY2926.and is referenced to NAD 83.
 LY2926
 LY2926. The following values were computed from the NAD 83(2011) position.
 LY2926
 LY2926;                    North         East     Units Scale Factor Converg.
 LY2926;SPC NJ       -   249,425.582   142,173.102   MT  0.99990075   -0 03 40.4
 LY2926;SPC NJ       -   818,323.76    466,446.25   sFT  0.99990075   -0 03 40.4
 LY2926;UTM  18      - 4,547,707.969   534,175.426   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3417547707(NAD 83)
 LY2926
 LY2926                          SUPERSEDED SURVEY CONTROL
 LY2926
 LY2926  NAD 83(2007)-  41 04 47.68741(N)    074 35 35.33923(W) AD(2002.00) 0
 LY2926  ELLIP H (02/10/07)  167.302  (m)                       GP(2002.00)    
 LY2926  ELLIP H (10/23/02)  167.283  (m)                       GP(       ) 4 1
 LY2926  NAD 83(1996)-  41 04 47.68744(N)    074 35 35.33914(W) AD(       ) 1
 LY2926  ELLIP H (05/14/99)  167.292  (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
 LY2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2926.See file dsdata.pdf to determine how the superseded data were derived.
 LY2926
 LY2926_MARKER: DD = SURVEY DISK
 LY2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2926_STAMPING: 5487
 LY2926_MARK LOGO: NJGS
 LY2926_PROJECTION: RECESSED 3 CENTIMETERS
 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 - May 28, 2020
 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  HISTORY     - 20200528 GOOD             NJGS
 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.
 LY2926
 LY2926                          STATION RECOVERY (2020)
 LY2926
 LY2926'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY2926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0991 ***********************************************************************
 KV0991  DESIGNATION -  55
 KV0991  PID         -  KV0991
 KV0991  STATE/COUNTY-  NJ/MERCER
 KV0991  COUNTRY     -  US
 KV0991  USGS QUAD   -  TRENTON WEST (2016)
 KV0991
 KV0991                         *CURRENT SURVEY CONTROL
 KV0991  ______________________________________________________________________
 KV0991* NAD 83(1986) POSITION- 40 13 13.     (N) 074 45 29.     (W)   SCALED
 KV0991* NAVD 88 ORTHO HEIGHT -    10.540 (meters)       34.58  (feet) ADJUSTED
 KV0991  ______________________________________________________________________
 KV0991  GEOID HEIGHT    -        -33.152 (meters)                     GEOID18
 KV0991  DYNAMIC HEIGHT  -         10.535 (meters)       34.56  (feet) COMP
 KV0991  MODELED GRAVITY -    980,177.8   (mgal)                       NAVD 88
 KV0991
 KV0991  VERT ORDER      -  FIRST     CLASS I
 KV0991
 KV0991.The horizontal coordinates were scaled from a map and have
 KV0991.an estimated accuracy of +/- 6 seconds.
 KV0991
 KV0991.The orthometric height was determined by differential leveling and
 KV0991.adjusted by the NATIONAL GEODETIC SURVEY
 KV0991.in June 1991.
 KV0991
 KV0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0991.GEOID18 height accuracy estimate available here.
 KV0991
 KV0991.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK205522(NAD 83)
 KV0991
 KV0991                          SUPERSEDED SURVEY CONTROL
 KV0991
 KV0991  NGVD 29 (01/10/92)   10.867  (m)           35.65   (f) ADJUSTED    1 1
 KV0991  NGVD 29 (??/??/87)   10.872  (m)           35.67   (f) SUPERSEDED  1 1
 KV0991
 KV0991.Superseded values are not recommended for survey control.
 KV0991
 KV0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0991.See file dsdata.pdf to determine how the superseded data were derived.
 KV0991
 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 = JULY 24, 2026 22:12:30 EDT
 KV0955 ***********************************************************************
 KV0955  DESIGNATION -  55 A PRR
 KV0955  PID         -  KV0955
 KV0955  STATE/COUNTY-  NJ/MIDDLESEX
 KV0955  COUNTRY     -  US
 KV0955  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0955
 KV0955                         *CURRENT SURVEY CONTROL
 KV0955  ______________________________________________________________________
 KV0955* NAD 83(1986) POSITION- 40 22 30.     (N) 074 25 41.     (W)   SCALED
 KV0955* NAVD 88 ORTHO HEIGHT -    12.407 (meters)       40.71  (feet) ADJUSTED
 KV0955  ______________________________________________________________________
 KV0955  GEOID HEIGHT    -        -32.700 (meters)                     GEOID18
 KV0955  DYNAMIC HEIGHT  -         12.401 (meters)       40.69  (feet) COMP
 KV0955  MODELED GRAVITY -    980,197.5   (mgal)                       NAVD 88
 KV0955
 KV0955  VERT ORDER      -  FIRST     CLASS II
 KV0955
 KV0955.The horizontal coordinates were scaled from a map and have
 KV0955.an estimated accuracy of +/- 6 seconds.
 KV0955
 KV0955.The orthometric height was determined by differential leveling and
 KV0955.adjusted by the NATIONAL GEODETIC SURVEY
 KV0955.in June 1991.
 KV0955
 KV0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0955.GEOID18 height accuracy estimate available here.
 KV0955
 KV0955.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK485695(NAD 83)
 KV0955
 KV0955                          SUPERSEDED SURVEY CONTROL
 KV0955
 KV0955  NGVD 29 (01/10/92)   12.735  (m)           41.78   (f) ADJUSTED    1 2
 KV0955  NGVD 29 (??/??/87)   12.753  (m)           41.84   (f) SUPERSEDED  1 2
 KV0955
 KV0955.Superseded values are not recommended for survey control.
 KV0955
 KV0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0955.See file dsdata.pdf to determine how the superseded data were derived.
 KV0955
 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  HISTORY     - 20081029 MARK NOT FOUND   NJGS
 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.
 KV0955
 KV0955                          STATION RECOVERY (2008)
 KV0955
 KV0955'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KV0955'MARK NOT FOUND, INSUFFICIENT TIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4421 ***********************************************************************
 JU4421  DESIGNATION -  55400
 JU4421  PID         -  JU4421
 JU4421  STATE/COUNTY-  NJ/CAPE MAY
 JU4421  COUNTRY     -  US
 JU4421  USGS QUAD   -  STONE HARBOR (2019)
 JU4421
 JU4421                         *CURRENT SURVEY CONTROL
 JU4421  ______________________________________________________________________
 JU4421* NAD 83(2011) POSITION- 39 04 37.64245(N) 074 49 16.37125(W)   ADJUSTED
 JU4421* NAD 83(2011) ELLIP HT-   -31.848 (meters)        (06/27/12)   ADJUSTED
 JU4421* NAD 83(2011) EPOCH   -  2010.00
 JU4421* NAVD 88 ORTHO HEIGHT -     3.4   (meters)       11.    (feet) GPS OBS
 JU4421  ______________________________________________________________________
 JU4421  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4421  GEOID HEIGHT    -        -35.500 (meters)                     GEOID93
 JU4421  GEOID HEIGHT    -        -35.204 (meters)                     GEOID18
 JU4421  NAD 83(2011) X  -  1,298,138.765 (meters)                     COMP
 JU4421  NAD 83(2011) Y  - -4,784,945.869 (meters)                     COMP
 JU4421  NAD 83(2011) Z  -  3,998,947.159 (meters)                     COMP
 JU4421  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 JU4421
 JU4421  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4421  Standards:
 JU4421         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4421            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4421  -------------------------------------------------------------------
 JU4421  NETWORK    0.72   1.20           0.31   0.28   0.61      0.05781363
 JU4421  -------------------------------------------------------------------
 JU4421  Click here for local accuracies and other accuracy information.
 JU4421
 JU4421.The horizontal coordinates were established by GPS observations
 JU4421.and adjusted by the National Geodetic Survey in June 2012.
 JU4421
 JU4421.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4421.been affixed to the stable North American tectonic plate. See 
 JU4421.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4421
 JU4421.The horizontal coordinates are valid at the epoch date displayed above
 JU4421.which is a decimal equivalence of Year/Month/Day.
 JU4421
 JU4421.The orthometric height was determined by GPS observations and a
 JU4421.high-resolution geoid model.
 JU4421
 JU4421.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4421.GEOID18 height accuracy estimate available here.
 JU4421
 JU4421.Click photographs - Photos may exist for this station.
 JU4421
 JU4421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4421
 JU4421.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4421
 JU4421.The ellipsoidal height was determined by GPS observations
 JU4421.and is referenced to NAD 83.
 JU4421
 JU4421. The following values were computed from the NAD 83(2011) position.
 JU4421
 JU4421;                    North         East     Units Scale Factor Converg.
 JU4421;SPC NJ       -    27,110.611   122,207.348   MT  0.99990951   -0 12 08.9
 JU4421;SPC NJ       -    88,945.40    400,941.94   sFT  0.99990951   -0 12 08.9
 JU4421;UTM  18      - 4,325,350.261   515,464.557   MT  0.99960294   +0 06 45.7
 JU4421
 JU4421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4421!SPC NJ       -   1.00000500  x   0.99990951  =   0.99991451
 JU4421!UTM  18      -   1.00000500  x   0.99960294  =   0.99960793
 JU4421
 JU4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1546425350(NAD 83)
 JU4421
 JU4421                          SUPERSEDED SURVEY CONTROL
 JU4421
 JU4421  NAD 83(2007)-  39 04 37.64277(N)    074 49 16.37197(W) AD(2002.00) 0
 JU4421  ELLIP H (02/10/07)  -31.835  (m)                       GP(2002.00)    
 JU4421  ELLIP H (10/23/02)  -31.814  (m)                       GP(       ) 4 1
 JU4421  NAD 83(1996)-  39 04 37.64272(N)    074 49 16.37174(W) AD(       ) 1
 JU4421  ELLIP H (05/14/99)  -31.829  (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)  -31.919  (m)                       GP(       ) 3 1
 JU4421
 JU4421.Superseded values are not recommended for survey control.
 JU4421
 JU4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4421.See file dsdata.pdf to determine how the superseded data were derived.
 JU4421
 JU4421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU4421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DO2077 ***********************************************************************
 DO2077  DESIGNATION -  5551
 DO2077  PID         -  DO2077
 DO2077  STATE/COUNTY-  NJ/WARREN
 DO2077  COUNTRY     -  US
 DO2077  USGS QUAD   -  BELVIDERE (2019)
 DO2077
 DO2077                         *CURRENT SURVEY CONTROL
 DO2077  ______________________________________________________________________
 DO2077* NAD 83(1986) POSITION- 40 48 56.73   (N) 075 04 33.34   (W)   HD_HELD1
 DO2077* NAVD 88 ORTHO HEIGHT -    95.891 (meters)      314.60  (feet) ADJUSTED
 DO2077  ______________________________________________________________________
 DO2077  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 DO2077  DYNAMIC HEIGHT  -         95.848 (meters)      314.46  (feet) COMP
 DO2077  MODELED GRAVITY -    980,172.7   (mgal)                       NAVD 88
 DO2077
 DO2077  VERT ORDER      -  SECOND    CLASS I
 DO2077
 DO2077.The horizontal coordinates were determined by differentially corrected
 DO2077.hand held GPS observations or other comparable positioning techniques
 DO2077.and have an estimated accuracy of +/- 3 meters.
 DO2077
 DO2077.The orthometric height was determined by differential leveling and
 DO2077.adjusted by the NATIONAL GEODETIC SURVEY
 DO2077.in April 2013.
 DO2077
 DO2077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2077.GEOID18 height accuracy estimate available here.
 DO2077
 DO2077.Click photographs - Photos may exist for this station.
 DO2077
 DO2077.The dynamic height is computed by dividing the NAVD 88
 DO2077.geopotential number by the normal gravity value computed on the
 DO2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2077.degrees latitude (g = 980.6199 gals.).
 DO2077
 DO2077.The modeled gravity was interpolated from observed gravity values.
 DO2077
 DO2077;                    North         East    Units  Estimated Accuracy
 DO2077;SPC NJ       -   220,248.8     101,414.3     MT  (+/- 3 meters HH1 GPS) 
 DO2077
 DO2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9359618307(NAD 83)
 DO2077
 DO2077                          SUPERSEDED SURVEY CONTROL
 DO2077
 DO2077.No superseded survey control is available for this station.
 DO2077
 DO2077_MARKER: DD = SURVEY DISK
 DO2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2077_STAMPING: 5551
 DO2077_MARK LOGO: NJDCED
 DO2077_PROJECTION: RECESSED 15 CENTIMETERS
 DO2077_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2077+STABILITY: SURFACE MOTION
 DO2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2077+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2011
 DO2077
 DO2077  HISTORY     - Date     Condition        Report By
 DO2077  HISTORY     - 1940     MONUMENTED       NJDCED
 DO2077  HISTORY     - 20110825 GOOD             NJGS
 DO2077
 DO2077                          STATION DESCRIPTION
 DO2077
 DO2077'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2077'THE STATION IS LOCATED IN WHITE TOWNSHIP, ON THE EAST SIDE OF OLD
 DO2077'PHILLIPSBURG-BELVIDERE ROAD.
 DO2077'
 DO2077'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 DO2077'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.0 MI (1.6 KM) SOUTH ON
 DO2077'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION WITH AN ACCESS
 DO2077'ROAD LEADING TO THE OLD PHILLIPSBURG-BELVIDERE ROAD.  TURN LEFT AND
 DO2077'TAKE ACCESS ROAD TO THE END AND THE STATION 65 FT (19.8 M) ON THE
 DO2077'LEFT, LOCATED NEXT TO A TREE.
 DO2077'
 DO2077'THE REACH THE STATION FROM THE T-JUNCTION OF SOUTH BRIDGEVILLE ROAD
 DO2077'(COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY (COUNTY ROAD
 DO2077'620), GO 0.55 MI (0.9 KM) NORTH ON COUNTY ROAD 620 THE JUNCTION WITH
 DO2077'OLD PHILLIPSBURG-BELVIDERE ROAD ON THE RIGHT, TAKE OLD
 DO2077'PHILLIPSBURG-BELVIDERE ROAD ABOUT 150 FT (45.7 M) TO THE STATION ON
 DO2077'THE RIGHT.
 DO2077'
 DO2077'THE STATION IS ABOUT 80 FT (24.4 M) EAST-NORTHEAST OF THE
 DO2077'PHILLIPSBURG-BELVIDERE TURNPIKE, 6.4 FT (2.0 M) EAST OF THE EAST EDGE
 DO2077'OF THE OLD PHILLIPSBURG-BELVIDERE ROAD, 12 FT (3.7 M) EAST OF THE
 DO2077'CENTERLINE, 51.6 FT (15.7 M) SOUTHEAST OF POLE NUMBER F3-1, 123 FT
 DO2077'(37.5 M) NORTH-NORTHEAST OF THE STOP SIGN FOR THE OLD
 DO2077'PHILLIPSBURG-BELVIDERE ROAD LEADING ONTO COUNTY ROAD 620 SOUTH BOUND,
 DO2077'17.4 FT (5.3 M) SOUTH OF A MAILBOX, 1 FT (0.3 M) WEST OF A METAL
 DO2077'WITNESS POST AND SIGN, 5 FT (1.5 M) NORTHWEST OF THE TREE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2076 ***********************************************************************
 DO2076  DESIGNATION -  5553
 DO2076  PID         -  DO2076
 DO2076  STATE/COUNTY-  NJ/WARREN
 DO2076  COUNTRY     -  US
 DO2076  USGS QUAD   -  BELVIDERE (2019)
 DO2076
 DO2076                         *CURRENT SURVEY CONTROL
 DO2076  ______________________________________________________________________
 DO2076* NAD 83(1986) POSITION- 40 49 22.32   (N) 075 04 42.88   (W)   HD_HELD1
 DO2076* NAVD 88 ORTHO HEIGHT -    85.179 (meters)      279.46  (feet) ADJUSTED
 DO2076  ______________________________________________________________________
 DO2076  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 DO2076  DYNAMIC HEIGHT  -         85.141 (meters)      279.33  (feet) COMP
 DO2076  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 DO2076
 DO2076  VERT ORDER      -  SECOND    CLASS I
 DO2076
 DO2076.The horizontal coordinates were determined by differentially corrected
 DO2076.hand held GPS observations or other comparable positioning techniques
 DO2076.and have an estimated accuracy of +/- 3 meters.
 DO2076
 DO2076.The orthometric height was determined by differential leveling and
 DO2076.adjusted by the NATIONAL GEODETIC SURVEY
 DO2076.in April 2013.
 DO2076
 DO2076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2076.GEOID18 height accuracy estimate available here.
 DO2076
 DO2076.Click photographs - Photos may exist for this station.
 DO2076
 DO2076.The dynamic height is computed by dividing the NAVD 88
 DO2076.geopotential number by the normal gravity value computed on the
 DO2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2076.degrees latitude (g = 980.6199 gals.).
 DO2076
 DO2076.The modeled gravity was interpolated from observed gravity values.
 DO2076
 DO2076;                    North         East    Units  Estimated Accuracy
 DO2076;SPC NJ       -   221,039.6     101,195.9     MT  (+/- 3 meters HH1 GPS) 
 DO2076
 DO2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9337319096(NAD 83)
 DO2076
 DO2076                          SUPERSEDED SURVEY CONTROL
 DO2076
 DO2076.No superseded survey control is available for this station.
 DO2076
 DO2076_MARKER: DD = SURVEY DISK
 DO2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2076_STAMPING: 5553
 DO2076_MARK LOGO: NJDCED
 DO2076_PROJECTION: FLUSH
 DO2076_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2076+STABILITY: SURFACE MOTION
 DO2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2076+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2011
 DO2076
 DO2076  HISTORY     - Date     Condition        Report By
 DO2076  HISTORY     - 1935     MONUMENTED       NJDCED
 DO2076  HISTORY     - 20110822 GOOD             NJGS
 DO2076
 DO2076                          STATION DESCRIPTION
 DO2076
 DO2076'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2076'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTH OF BLOOMSBURY,
 DO2076'6.8 MI (10.9 KM) NORTHWEST OF WASHINGTON AND IN THE TOWN OF BELVIDERE,
 DO2076'NJ.
 DO2076'
 DO2076'THE STATION IS LOCATED IN BELVIDERE, AT THE SOUTHEAST CORNER OF THE
 DO2076'JUNCTION OF FIFTH AND GREENWICH STREETS, ABOUT 0.1 MI (0.2 KM) NORTH
 DO2076'ON GREENWICH STREET FROM THE GREENWICH STREET BRIDGE OVER THE
 DO2076'RAILROAD.
 DO2076'
 DO2076'THE STATION ID 29.5 FT (9.0 M) SOUTH OF THE CENTERLINE OF FIFTH
 DO2076'STREET, 29.3 FT (8.9 M) EAST OF THE CENTERLINE OF GREENWICH STREET,
 DO2076'8.0 FT (2.4 M) EAST OF POLE NUMBER BD130 364, 11.3 FT (3.4 M)
 DO2076'SOUTHEAST OF THE CENTER OF THE CURB PIECE FOR AN INLET, 54.5 FT (16.6
 DO2076'M) NORTHEAST OF THE NORTHEAST CORNER OF A FRAME BUSINESS BUILDING, 6
 DO2076'FT (1.8 M) WEST OF THE WEST EDGE OF THE PARKING LOT FOR THE BUSINESS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2071 ***********************************************************************
 DO2071  DESIGNATION -  5555
 DO2071  PID         -  DO2071
 DO2071  STATE/COUNTY-  NJ/WARREN
 DO2071  COUNTRY     -  US
 DO2071  USGS QUAD   -  BELVIDERE (2019)
 DO2071
 DO2071                         *CURRENT SURVEY CONTROL
 DO2071  ______________________________________________________________________
 DO2071* NAD 83(1986) POSITION- 40 49 59.36   (N) 075 03 51.36   (W)   HD_HELD1
 DO2071* NAVD 88 ORTHO HEIGHT -    88.242 (meters)      289.51  (feet) ADJUSTED
 DO2071  ______________________________________________________________________
 DO2071  GEOID HEIGHT    -        -33.543 (meters)                     GEOID18
 DO2071  DYNAMIC HEIGHT  -         88.203 (meters)      289.38  (feet) COMP
 DO2071  MODELED GRAVITY -    980,175.2   (mgal)                       NAVD 88
 DO2071
 DO2071  VERT ORDER      -  SECOND    CLASS I
 DO2071
 DO2071.The horizontal coordinates were determined by differentially corrected
 DO2071.hand held GPS observations or other comparable positioning techniques
 DO2071.and have an estimated accuracy of +/- 3 meters.
 DO2071
 DO2071.The orthometric height was determined by differential leveling and
 DO2071.adjusted by the NATIONAL GEODETIC SURVEY
 DO2071.in April 2013.
 DO2071
 DO2071.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2071.GEOID18 height accuracy estimate available here.
 DO2071
 DO2071.Click photographs - Photos may exist for this station.
 DO2071
 DO2071.The dynamic height is computed by dividing the NAVD 88
 DO2071.geopotential number by the normal gravity value computed on the
 DO2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2071.degrees latitude (g = 980.6199 gals.).
 DO2071
 DO2071.The modeled gravity was interpolated from observed gravity values.
 DO2071
 DO2071;                    North         East    Units  Estimated Accuracy
 DO2071;SPC NJ       -   222,174.2     102,410.5     MT  (+/- 3 meters HH1 GPS) 
 DO2071
 DO2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9458120238(NAD 83)
 DO2071
 DO2071                          SUPERSEDED SURVEY CONTROL
 DO2071
 DO2071.No superseded survey control is available for this station.
 DO2071
 DO2071_MARKER: DD = SURVEY DISK
 DO2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2071_STAMPING: 5555
 DO2071_MARK LOGO: NJDCED
 DO2071_PROJECTION: FLUSH
 DO2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2071+STABILITY: SURFACE MOTION
 DO2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2071+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DO2071
 DO2071  HISTORY     - Date     Condition        Report By
 DO2071  HISTORY     - 1940     MONUMENTED       NJDCED
 DO2071  HISTORY     - 20110818 GOOD             NJGS
 DO2071  HISTORY     - 20180509 SEE DESCRIPTION  NJGS
 DO2071  HISTORY     - 20180709 GOOD             SKLAR
 DO2071
 DO2071                          STATION DESCRIPTION
 DO2071
 DO2071'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2071'THE STATION IS LOCATED IN BELVIDERE, ON THE SOUTH SIDE OF WATER STREET
 DO2071'(COUNTY ROAD 620).
 DO2071'
 DO2071'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND
 DO2071'MARKET/GREENWICH STREET (COUNTY ROAD 620) IN BELVIDERE, GO 0.8 MI (1.3
 DO2071'KM) EAST-NORTHEAST ON WATER STREET TO THE STATION ON THE RIGHT.
 DO2071'
 DO2071'THE STATION IS 21 FT (6.4 M) SOUTH OF THE CENTERLINE OF WATER STREET,
 DO2071'70 FT (21.3 M) WEST OF POLE NUMBER 13, 73 FT (22.3 M) EAST OF POLE
 DO2071'NUMBER 12, 44 FT (13.4 M) SOUTH AND ACROSS THE ROAD FROM A SIGN
 DO2071'(EPISCOPAL CHURCH), 1 FT (0.3 M) NORTH OF A METAL WITNESS SIGN.
 DO2071
 DO2071                          STATION RECOVERY (2018)
 DO2071
 DO2071'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DO2071'THE SURFACE OF THE DISK HAS GOUGES ON IT.  THE STAMPING ON THE DISK IS
 DO2071'STILL LEGIBLE.
 DO2071
 DO2071                          STATION RECOVERY (2018)
 DO2071
 DO2071'RECOVERY NOTE BY DENNIS W SKLAR INC 2018 (DWS)
 DO2071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0992 ***********************************************************************
 KV0992  DESIGNATION -  56
 KV0992  PID         -  KV0992
 KV0992  STATE/COUNTY-  NJ/MERCER
 KV0992  COUNTRY     -  US
 KV0992  USGS QUAD   -  TRENTON WEST (2016)
 KV0992
 KV0992                         *CURRENT SURVEY CONTROL
 KV0992  ______________________________________________________________________
 KV0992* NAD 83(1986) POSITION- 40 13 03.     (N) 074 45 17.     (W)   SCALED
 KV0992* NAVD 88 ORTHO HEIGHT -     9.290 (meters)       30.48  (feet) ADJUSTED
 KV0992  ______________________________________________________________________
 KV0992  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 KV0992  DYNAMIC HEIGHT  -          9.285 (meters)       30.46  (feet) COMP
 KV0992  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 KV0992
 KV0992  VERT ORDER      -  FIRST     CLASS I
 KV0992
 KV0992.The horizontal coordinates were scaled from a map and have
 KV0992.an estimated accuracy of +/- 6 seconds.
 KV0992
 KV0992.The orthometric height was determined by differential leveling and
 KV0992.adjusted by the NATIONAL GEODETIC SURVEY
 KV0992.in June 1991.
 KV0992
 KV0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0992.GEOID18 height accuracy estimate available here.
 KV0992
 KV0992.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208519(NAD 83)
 KV0992
 KV0992                          SUPERSEDED SURVEY CONTROL
 KV0992
 KV0992  NGVD 29 (01/10/92)    9.617  (m)           31.55   (f) ADJUSTED    1 1
 KV0992  NGVD 29 (??/??/87)    9.617  (m)           31.55   (f) SUPERSEDED  1 1
 KV0992
 KV0992.Superseded values are not recommended for survey control.
 KV0992
 KV0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0992.See file dsdata.pdf to determine how the superseded data were derived.
 KV0992
 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 = JULY 24, 2026 22:12:30 EDT
 KV0951 ***********************************************************************
 KV0951  DESIGNATION -  56 PRR
 KV0951  PID         -  KV0951
 KV0951  STATE/COUNTY-  NJ/MIDDLESEX
 KV0951  COUNTRY     -  US
 KV0951  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0951
 KV0951                         *CURRENT SURVEY CONTROL
 KV0951  ______________________________________________________________________
 KV0951* NAD 83(1986) POSITION- 40 23 25.     (N) 074 23 42.     (W)   SCALED
 KV0951* NAVD 88 ORTHO HEIGHT -     8.019 (meters)       26.31  (feet) POSTED
 KV0951  ______________________________________________________________________
 KV0951  GEOID HEIGHT    -        -32.644 (meters)                     GEOID18
 KV0951  DYNAMIC HEIGHT  -          8.02  (meters)       26.3   (feet) COMP
 KV0951  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 KV0951
 KV0951  VERT ORDER      -  * POSTED, SEE BELOW
 KV0951
 KV0951.The horizontal coordinates were scaled from a 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
 KV0951.* This is a POSTED BENCH MARK height.
 KV0951
 KV0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0951.GEOID18 height accuracy estimate available here.
 KV0951
 KV0951.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK513712(NAD 83)
 KV0951
 KV0951                          SUPERSEDED SURVEY CONTROL
 KV0951
 KV0951  NGVD 29 (11/26/84)    8.382  (m)           27.50   (f) ADJUSTED    1 2
 KV0951
 KV0951.Superseded values are not recommended for survey control.
 KV0951
 KV0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0951.See file dsdata.pdf to determine how the superseded data were derived.
 KV0951
 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 = JULY 24, 2026 22:12:30 EDT
 AB8750 ***********************************************************************
 AB8750  DESIGNATION -  5639
 AB8750  PID         -  AB8750
 AB8750  STATE/COUNTY-  NJ/BURLINGTON
 AB8750  COUNTRY     -  US
 AB8750  USGS QUAD   -  WOODMANSIE (2019)
 AB8750
 AB8750                         *CURRENT SURVEY CONTROL
 AB8750  ______________________________________________________________________
 AB8750* NAD 83(2011) POSITION- 39 49 00.72605(N) 074 25 16.87895(W)   ADJUSTED
 AB8750* NAD 83(2011) ELLIP HT-    23.509 (meters)        (06/27/12)   ADJUSTED
 AB8750* NAD 83(2011) EPOCH   -  2010.00
 AB8750* NAVD 88 ORTHO HEIGHT -    56.5   (meters)      185.    (feet) GPS OBS
 AB8750  ______________________________________________________________________
 AB8750  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8750  GEOID HEIGHT    -        -33.199 (meters)                     GEOID93
 AB8750  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 AB8750  NAD 83(2011) X  -  1,317,497.831 (meters)                     COMP
 AB8750  NAD 83(2011) Y  - -4,725,546.326 (meters)                     COMP
 AB8750  NAD 83(2011) Z  -  4,062,403.297 (meters)                     COMP
 AB8750  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 AB8750
 AB8750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8750  Standards:
 AB8750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8750  -------------------------------------------------------------------
 AB8750  NETWORK    0.53   0.98           0.25   0.17   0.50     -0.07895094
 AB8750  -------------------------------------------------------------------
 AB8750  Click here for local accuracies and other accuracy information.
 AB8750
 AB8750.The horizontal coordinates were established by GPS observations
 AB8750.and adjusted by the National Geodetic Survey in June 2012.
 AB8750
 AB8750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8750.been affixed to the stable North American tectonic plate. See 
 AB8750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8750
 AB8750.The horizontal coordinates are valid at the epoch date displayed above
 AB8750.which is a decimal equivalence of Year/Month/Day.
 AB8750
 AB8750.The orthometric height was determined by GPS observations and a
 AB8750.high-resolution geoid model.
 AB8750
 AB8750.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8750.GEOID18 height accuracy estimate available here.
 AB8750
 AB8750.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8750
 AB8750.The ellipsoidal height was determined by GPS observations
 AB8750.and is referenced to NAD 83.
 AB8750
 AB8750. The following values were computed from the NAD 83(2011) position.
 AB8750
 AB8750;                    North         East     Units Scale Factor Converg.
 AB8750;SPC NJ       -   109,185.767   156,733.010   MT  0.99990056   +0 03 01.3
 AB8750;SPC NJ       -   358,220.30    514,214.88   sFT  0.99990056   +0 03 01.3
 AB8750;UTM  18      - 4,407,591.858   549,524.789   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4952407591(NAD 83)
 AB8750
 AB8750                          SUPERSEDED SURVEY CONTROL
 AB8750
 AB8750  NAD 83(2007)-  39 49 00.72644(N)    074 25 16.87964(W) AD(2002.00) 0
 AB8750  ELLIP H (02/10/07)   23.518  (m)                       GP(2002.00)    
 AB8750  ELLIP H (10/23/02)   23.536  (m)                       GP(       ) 4 1
 AB8750  NAD 83(1996)-  39 49 00.72603(N)    074 25 16.87954(W) AD(       ) 1
 AB8750  ELLIP H (05/14/99)   23.505  (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)   23.483  (m)                       GP(       ) 2 1
 AB8750
 AB8750.Superseded values are not recommended for survey control.
 AB8750
 AB8750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8750.See file dsdata.pdf to determine how the superseded data were derived.
 AB8750
 AB8750_MARKER: DD = SURVEY DISK
 AB8750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8750_STAMPING: 5639
 AB8750_MARK LOGO: CGS+SS
 AB8750_PROJECTION: RECESSED 30 CENTIMETERS
 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  HISTORY     - 20141222 GOOD             GEOCAC
 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.
 AB8750
 AB8750                          STATION RECOVERY (2014)
 AB8750
 AB8750'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 AB8750'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0734 ***********************************************************************
 LY0734  DESIGNATION -  571.6
 LY0734  PID         -  LY0734
 LY0734  STATE/COUNTY-  NJ/SUSSEX
 LY0734  COUNTRY     -  US
 LY0734  USGS QUAD   -  NEWTON EAST (2019)
 LY0734
 LY0734                         *CURRENT SURVEY CONTROL
 LY0734  ______________________________________________________________________
 LY0734* NAD 83(1986) POSITION- 41 03 51.     (N) 074 40 20.     (W)   SCALED
 LY0734* NAVD 88 ORTHO HEIGHT -   174.023 (meters)      570.94  (feet) ADJUSTED
 LY0734  ______________________________________________________________________
 LY0734  GEOID HEIGHT    -        -32.662 (meters)                     GEOID18
 LY0734  DYNAMIC HEIGHT  -        173.946 (meters)      570.69  (feet) COMP
 LY0734  MODELED GRAVITY -    980,180.9   (mgal)                       NAVD 88
 LY0734
 LY0734  VERT ORDER      -  SECOND    CLASS 0
 LY0734
 LY0734.The horizontal coordinates were scaled from a map and have
 LY0734.an estimated accuracy of +/- 6 seconds.
 LY0734
 LY0734.The orthometric height was determined by differential leveling and
 LY0734.adjusted by the NATIONAL GEODETIC SURVEY
 LY0734.in June 1991.
 LY0734
 LY0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0734.GEOID18 height accuracy estimate available here.
 LY0734
 LY0734.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL275459(NAD 83)
 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
 LY0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0734.See file dsdata.pdf to determine how the superseded data were derived.
 LY0734
 LY0734_MARKER: DB = BENCH MARK DISK
 LY0734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY0734_SP_SET: CULVERT HEADWALL
 LY0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0734+STABILITY: SURFACE MOTION
 LY0734
 LY0734  HISTORY     - Date     Condition        Report By
 LY0734  HISTORY     - UNK      MONUMENTED       NJGS
 LY0734  HISTORY     - 1942     GOOD             CGS
 LY0734
 LY0734                          STATION DESCRIPTION
 LY0734
 LY0734'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 AA7201 ***********************************************************************
 AA7201  DESIGNATION -  5718
 AA7201  PID         -  AA7201
 AA7201  STATE/COUNTY-  NJ/CAPE MAY
 AA7201  COUNTRY     -  US
 AA7201  USGS QUAD   -  STONE HARBOR (2019)
 AA7201
 AA7201                         *CURRENT SURVEY CONTROL
 AA7201  ______________________________________________________________________
 AA7201* NAD 83(2011) POSITION- 39 06 03.16038(N) 074 52 28.77715(W)   ADJUSTED
 AA7201* NAD 83(2011) ELLIP HT-   -30.239 (meters)        (06/27/12)   ADJUSTED
 AA7201* NAD 83(2011) EPOCH   -  2010.00
 AA7201* NAVD 88 ORTHO HEIGHT -     4.9   (meters)       16.    (feet) GPS OBS
 AA7201  ______________________________________________________________________
 AA7201  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7201  GEOID HEIGHT    -         -35.38 (meters)                     GEOID93
 AA7201  GEOID HEIGHT    -        -35.087 (meters)                     GEOID18
 AA7201  NAD 83(2011) X  -  1,293,241.197 (meters)                     COMP
 AA7201  NAD 83(2011) Y  - -4,784,550.690 (meters)                     COMP
 AA7201  NAD 83(2011) Z  -  4,000,995.081 (meters)                     COMP
 AA7201  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 AA7201
 AA7201  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7201  Standards:
 AA7201         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7201            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7201  -------------------------------------------------------------------
 AA7201  NETWORK    1.10   1.80           0.50   0.38   0.92     -0.01741982
 AA7201  -------------------------------------------------------------------
 AA7201  Click here for local accuracies and other accuracy information.
 AA7201
 AA7201.The horizontal coordinates were established by GPS observations
 AA7201.and adjusted by the National Geodetic Survey in June 2012.
 AA7201
 AA7201.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7201.been affixed to the stable North American tectonic plate. See 
 AA7201.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7201
 AA7201.The horizontal coordinates are valid at the epoch date displayed above
 AA7201.which is a decimal equivalence of Year/Month/Day.
 AA7201
 AA7201.The orthometric height was determined by GPS observations and a
 AA7201.high-resolution geoid model.
 AA7201
 AA7201.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7201.GEOID18 height accuracy estimate available here.
 AA7201
 AA7201.Click photographs - Photos may exist for this station.
 AA7201
 AA7201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7201
 AA7201.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7201
 AA7201.The ellipsoidal height was determined by GPS observations
 AA7201.and is referenced to NAD 83.
 AA7201
 AA7201. The following values were computed from the NAD 83(2011) position.
 AA7201
 AA7201;                    North         East     Units Scale Factor Converg.
 AA7201;SPC NJ       -    29,765.273   117,593.853   MT  0.99991293   -0 14 10.7
 AA7201;SPC NJ       -    97,654.90    385,805.83   sFT  0.99991293   -0 14 10.7
 AA7201;UTM  18      - 4,327,978.684   510,837.956   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1083727978(NAD 83)
 AA7201
 AA7201                          SUPERSEDED SURVEY CONTROL
 AA7201
 AA7201  NAD 83(2007)-  39 06 03.16067(N)    074 52 28.77793(W) AD(2002.00) 0
 AA7201  ELLIP H (02/10/07)  -30.234  (m)                       GP(2002.00)    
 AA7201  ELLIP H (10/23/02)  -30.214  (m)                       GP(       ) 4 1
 AA7201  NAD 83(1996)-  39 06 03.16058(N)    074 52 28.77778(W) AD(       ) 1
 AA7201  ELLIP H (05/14/99)  -30.233  (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)  -30.345  (m)                       GP(       ) 3 1
 AA7201
 AA7201.Superseded values are not recommended for survey control.
 AA7201
 AA7201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7201.See file dsdata.pdf to determine how the superseded data were derived.
 AA7201
 AA7201_MARKER: DD = SURVEY DISK
 AA7201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7201_STAMPING: 5718
 AA7201_MARK LOGO: NJGS
 AA7201_PROJECTION: FLUSH
 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 - July 25, 2019
 AA7201
 AA7201  HISTORY     - Date     Condition        Report By
 AA7201  HISTORY     - 1948     MONUMENTED       NJGS
 AA7201  HISTORY     - 19940831 GOOD             NJGS
 AA7201  HISTORY     - 20190725 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.
 AA7201
 AA7201                          STATION RECOVERY (2019)
 AA7201
 AA7201'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 AA7201'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0378 ***********************************************************************
 JU0378  DESIGNATION -  5731
 JU0378  PID         -  JU0378
 JU0378  STATE/COUNTY-  NJ/CAPE MAY
 JU0378  COUNTRY     -  US
 JU0378  USGS QUAD   -  SEA ISLE CITY OE E (2019)
 JU0378
 JU0378                         *CURRENT SURVEY CONTROL
 JU0378  ______________________________________________________________________
 JU0378* NAD 83(1986) POSITION- 39 14 36.     (N) 074 37 02.     (W)   SCALED
 JU0378* NAVD 88 ORTHO HEIGHT -     1.876 (meters)        6.15  (feet) POSTED
 JU0378  ______________________________________________________________________
 JU0378  GEOID HEIGHT    -        -34.726 (meters)                     GEOID18
 JU0378  DYNAMIC HEIGHT  -          1.88  (meters)        6.2   (feet) COMP
 JU0378  MODELED GRAVITY -    980,091.9   (mgal)                       NAVD 88
 JU0378
 JU0378  VERT ORDER      -  * POSTED, SEE BELOW
 JU0378
 JU0378.The horizontal coordinates were scaled from a 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
 JU0378.* This is a POSTED BENCH MARK height.
 JU0378
 JU0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0378.GEOID18 height accuracy estimate available here.
 JU0378
 JU0378.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ330438(NAD 83)
 JU0378
 JU0378                          SUPERSEDED SURVEY CONTROL
 JU0378
 JU0378  NGVD 29 (04/16/92)    2.265  (m)            7.43   (f) ADJUSTED    1 2
 JU0378  NGVD 29 (??/??/87)    2.296  (m)            7.53   (f) SUPERSEDED  1 2
 JU0378
 JU0378.Superseded values are not recommended for survey control.
 JU0378
 JU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0378.See file dsdata.pdf to determine how the superseded data were derived.
 JU0378
 JU0378_MARKER: DD = SURVEY DISK
 JU0378_SETTING: 7 = 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  HISTORY     - 20141015 MARK NOT FOUND   NJGS
 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.
 JU0378
 JU0378                          STATION RECOVERY (2014)
 JU0378
 JU0378'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU0378'THE STATION WAS NOT RECOVERED, TIES FALL UNDER THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5299 ***********************************************************************
 DP5299  DESIGNATION -  5736
 DP5299  PID         -  DP5299
 DP5299  STATE/COUNTY-  NJ/CAPE MAY
 DP5299  COUNTRY     -  US
 DP5299  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5299
 DP5299                         *CURRENT SURVEY CONTROL
 DP5299  ______________________________________________________________________
 DP5299* NAD 83(1986) POSITION- 39 12 00.86   (N) 074 39 14.93   (W)   HD_HELD1
 DP5299* NAVD 88 ORTHO HEIGHT -     1.526 (meters)        5.01  (feet) ADJUSTED
 DP5299  ______________________________________________________________________
 DP5299  GEOID HEIGHT    -        -34.869 (meters)                     GEOID18
 DP5299  DYNAMIC HEIGHT  -          1.525 (meters)        5.00  (feet) COMP
 DP5299  MODELED GRAVITY -    980,083.6   (mgal)                       NAVD 88
 DP5299
 DP5299  VERT ORDER      -  FIRST     CLASS II
 DP5299
 DP5299.The horizontal coordinates were determined by differentially corrected
 DP5299.hand held GPS observations or other comparable positioning techniques
 DP5299.and have an estimated accuracy of +/- 3 meters.
 DP5299
 DP5299.The orthometric height was determined by differential leveling and
 DP5299.adjusted by the NATIONAL GEODETIC SURVEY
 DP5299.in April 2015.
 DP5299
 DP5299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5299.GEOID18 height accuracy estimate available here.
 DP5299
 DP5299.Click photographs - Photos may exist for this station.
 DP5299
 DP5299.The dynamic height is computed by dividing the NAVD 88
 DP5299.geopotential number by the normal gravity value computed on the
 DP5299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5299.degrees latitude (g = 980.6199 gals.).
 DP5299
 DP5299.The modeled gravity was interpolated from observed gravity values.
 DP5299
 DP5299;                    North         East    Units  Estimated Accuracy
 DP5299;SPC NJ       -    40,739.6     136,685.8     MT  (+/- 3 meters HH1 GPS) 
 DP5299
 DP5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2986339054(NAD 83)
 DP5299
 DP5299                          SUPERSEDED SURVEY CONTROL
 DP5299
 DP5299.No superseded survey control is available for this station.
 DP5299
 DP5299_MARKER: DD = SURVEY DISK
 DP5299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5299_STAMPING: 5736
 DP5299_MARK LOGO: NJDCED
 DP5299_PROJECTION: RECESSED
 DP5299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5299+STABILITY: SURFACE MOTION
 DP5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5299+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2014
 DP5299
 DP5299  HISTORY     - Date     Condition        Report By
 DP5299  HISTORY     - 1937     MONUMENTED       NJGS
 DP5299  HISTORY     - 20140723 GOOD             NJGS
 DP5299
 DP5299                          STATION DESCRIPTION
 DP5299
 DP5299'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5299'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST FROM THE CITY
 DP5299'OF OCEAN CITY, 4.6 MI (7.4 KM) SOUTH FROM THE COMMUNITY OF MARMORA,
 DP5299'3.9 MI (6.3 KM) NORTH-NORTHEAST FROM THE CITY OF SEA ISLE CITY AND IN
 DP5299'THE TOWNSHIP OF UPPER IN THE LOCAL COMMUNITY OF STRATHMERE.
 DP5299'
 DP5299'TO REACH THE STATION FROM THE TEE INTERSECTION OF COMMONWEALTH AVENUE,
 DP5299'COUNTY ROAD 619 AND TAYLOR AVENUE, GO NORTHEAST ON COMMONWEALTH AVENUE
 DP5299'FOR 1.42 MI (2.3 KM) TO THE STATION ON THE LEFT, SET ABOUT 3 INCHES (8
 DP5299'CM) BELOW THE GROUND IN A LANDSCAPED GRASS AREA BETWEEN THE CURB AND
 DP5299'THE SIDEWALK ON THE NORTHWEST SIDE OF COMMONWEALTH AVENUE IN FRONT OF
 DP5299'HOUSE NUMBER 100, A ONE AND ONE-HALF STORY FRAME BUNGALOW TYPE
 DP5299'DWELLING.
 DP5299'
 DP5299'THE STATION IS 22.0 FT (6.7 M) NORTHWEST FROM THE CENTERLINE OF
 DP5299'COMMONWEALTH AVENUE, 46.2 FT (14.1 M) WEST-NORTHWEST AND ACROSS THE
 DP5299'STREET FROM WOOD UTILITY POLE NUMBER BT 3 9284 AND 70.6 FT (21.5 M)
 DP5299'NORTHEAST FROM THE EXTENDED CENTERLINE OF WILLIAMS AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5298 ***********************************************************************
 DP5298  DESIGNATION -  5738
 DP5298  PID         -  DP5298
 DP5298  STATE/COUNTY-  NJ/CAPE MAY
 DP5298  COUNTRY     -  US
 DP5298  USGS QUAD   -  SEA ISLE CITY (2019)
 DP5298
 DP5298                         *CURRENT SURVEY CONTROL
 DP5298  ______________________________________________________________________
 DP5298* NAD 83(1986) POSITION- 39 11 28.37   (N) 074 39 44.17   (W)   HD_HELD1
 DP5298* NAVD 88 ORTHO HEIGHT -     1.063 (meters)        3.49  (feet) ADJUSTED
 DP5298  ______________________________________________________________________
 DP5298  GEOID HEIGHT    -        -34.899 (meters)                     GEOID18
 DP5298  DYNAMIC HEIGHT  -          1.062 (meters)        3.48  (feet) COMP
 DP5298  MODELED GRAVITY -    980,081.9   (mgal)                       NAVD 88
 DP5298
 DP5298  VERT ORDER      -  FIRST     CLASS II
 DP5298
 DP5298.The horizontal coordinates were determined by differentially corrected
 DP5298.hand held GPS observations or other comparable positioning techniques
 DP5298.and have an estimated accuracy of +/- 3 meters.
 DP5298
 DP5298.The orthometric height was determined by differential leveling and
 DP5298.adjusted by the NATIONAL GEODETIC SURVEY
 DP5298.in April 2015.
 DP5298
 DP5298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5298.GEOID18 height accuracy estimate available here.
 DP5298
 DP5298.Click photographs - Photos may exist for this station.
 DP5298
 DP5298.The dynamic height is computed by dividing the NAVD 88
 DP5298.geopotential number by the normal gravity value computed on the
 DP5298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5298.degrees latitude (g = 980.6199 gals.).
 DP5298
 DP5298.The modeled gravity was interpolated from observed gravity values.
 DP5298
 DP5298;                    North         East    Units  Estimated Accuracy
 DP5298;SPC NJ       -    39,738.9     135,982.5     MT  (+/- 3 meters HH1 GPS) 
 DP5298
 DP5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2916538050(NAD 83)
 DP5298
 DP5298                          SUPERSEDED SURVEY CONTROL
 DP5298
 DP5298.No superseded survey control is available for this station.
 DP5298
 DP5298_MARKER: DD = SURVEY DISK
 DP5298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5298_STAMPING: 5738
 DP5298_MARK LOGO: NJDCED
 DP5298_PROJECTION: RECESSED 30 CENTIMETERS
 DP5298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5298+STABILITY: SURFACE MOTION
 DP5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5298+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2014
 DP5298
 DP5298  HISTORY     - Date     Condition        Report By
 DP5298  HISTORY     - 1937     MONUMENTED       NJDCED
 DP5298  HISTORY     - 20140723 GOOD             NJGS
 DP5298
 DP5298                          STATION DESCRIPTION
 DP5298
 DP5298'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5298'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST FROM THE
 DP5298'CITY OF AVALON, 5.3 MI (8.5 KM) SOUTH FROM THE COMMUNITY OF MARMORA,
 DP5298'3.1 MI (5.0 KM) NORTH-NORTHEAST FROM THE CITY OF SEA ISLE CITY AND IN
 DP5298'UPPER TOWNSHIP, IN THE LOCAL COMMUNITY OF STRATHMERE.
 DP5298'
 DP5298'TO REACH THE STATION FROM THE T-INTERSECTION OF COMMONWEALTH AVENUE
 DP5298'(COUNTY ROAD 619) AND TAYLOR AVENUE, GO NORTHEAST ON COMMONWEALTH
 DP5298'AVENUE FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT 28 FT (8.5 M)
 DP5298'SOUTHWEST OF A NEWLY CONSTRUCTED HOUSE.
 DP5298'
 DP5298'THE STATION IS 56.8 FT (17.3 M) EAST OF THE SOUTHEAST CORNER OF HOUSE
 DP5298'NUMBER 1316 28.2 FT (8.6 M) NORTHWEST FROM THE CENTERLINE OF
 DP5298'COMMONWEALTH AVENUE, 68 FT (20.7 M) WEST AND ACROSS THE STREET FROM
 DP5298'POLE NUMBER 03684, 91.4 FT (27.9 M) NORTH AND ACROSS THE STREET FROM
 DP5298'POLE NUMBER 03685, 41.5 FT (12.6 M) EAST-NORTHEAST FROM WOOD UTILITY
 DP5298'POLE NUMBER 319, 18.1 FT (5.5 M) SOUTHEAST FROM THE EASTERN MOST WOOD
 DP5298'PILE SURROUNDING A STEEL SHEATHED ABOVE GROUND SANITARY DISPOSAL FIELD
 DP5298'AND 66.1 FT (20.1 M) SOUTH-SOUTHWEST FROM THE SOUTH CORNER OF AN ABOVE
 DP5298'GROUND PARTIALLY COMPLETE RECTANGULAR CONCRETE STRUCTURE SURROUNDING A
 DP5298'SANITARY DISPOSAL FIELD, 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS SIGN.
 DP5298'
 DP5298'THE STATION IS DIRECTLY ACROSS THE STREET FROM HOUSE NUMBER 1401.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0397 ***********************************************************************
 JU0397  DESIGNATION -  5739 NJGS
 JU0397  PID         -  JU0397
 JU0397  STATE/COUNTY-  NJ/CAPE MAY
 JU0397  COUNTRY     -  US
 JU0397  USGS QUAD   -  SEA ISLE CITY (2019)
 JU0397
 JU0397                         *CURRENT SURVEY CONTROL
 JU0397  ______________________________________________________________________
 JU0397* NAD 83(1986) POSITION- 39 11 06.     (N) 074 40 04.     (W)   SCALED
 JU0397* NAVD 88 ORTHO HEIGHT -     1.520 (meters)        4.99  (feet) ADJUSTED
 JU0397  ______________________________________________________________________
 JU0397  GEOID HEIGHT    -        -34.920 (meters)                     GEOID18
 JU0397  DYNAMIC HEIGHT  -          1.519 (meters)        4.98  (feet) COMP
 JU0397  MODELED GRAVITY -    980,080.8   (mgal)                       NAVD 88
 JU0397
 JU0397  VERT ORDER      -  FIRST     CLASS II
 JU0397
 JU0397.The horizontal coordinates were scaled from a map and have
 JU0397.an estimated accuracy of +/- 6 seconds.
 JU0397
 JU0397.The orthometric height was determined by differential leveling and
 JU0397.adjusted by the NATIONAL GEODETIC SURVEY
 JU0397.in June 1991.
 JU0397
 JU0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0397.GEOID18 height accuracy estimate available here.
 JU0397
 JU0397.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ286373(NAD 83)
 JU0397
 JU0397                          SUPERSEDED SURVEY CONTROL
 JU0397
 JU0397  NGVD 29 (04/16/92)    1.893  (m)            6.21   (f) ADJUSTED    1 2
 JU0397  NGVD 29 (??/??/87)    1.914  (m)            6.28   (f) SUPERSEDED  1 2
 JU0397
 JU0397.Superseded values are not recommended for survey control.
 JU0397
 JU0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0397.See file dsdata.pdf to determine how the superseded data were derived.
 JU0397
 JU0397_MARKER: DD = SURVEY DISK
 JU0397_SETTING: 7 = 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  HISTORY     - 20140724 MARK NOT FOUND   NJGS
 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.
 JU0397
 JU0397                          STATION RECOVERY (2014)
 JU0397
 JU0397'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU0397'THE STATION WAS NOT RECOVERED. THE CONCRETE MONUMENT WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9368 ***********************************************************************
 AI9368  DESIGNATION -  5747
 AI9368  PID         -  AI9368
 AI9368  STATE/COUNTY-  NJ/CAPE MAY
 AI9368  COUNTRY     -  US
 AI9368  USGS QUAD   -  SEA ISLE CITY (2019)
 AI9368
 AI9368                         *CURRENT SURVEY CONTROL
 AI9368  ______________________________________________________________________
 AI9368* NAD 83(1986) POSITION- 39 09 01.9    (N) 074 41 42.7    (W)   HD_HELD2
 AI9368* NAVD 88 ORTHO HEIGHT -     1.296 (meters)        4.25  (feet) ADJUSTED
 AI9368  ______________________________________________________________________
 AI9368  GEOID HEIGHT    -        -35.037 (meters)                     GEOID18
 AI9368  DYNAMIC HEIGHT  -          1.295 (meters)        4.25  (feet) COMP
 AI9368  MODELED GRAVITY -    980,074.4   (mgal)                       NAVD 88
 AI9368
 AI9368  VERT ORDER      -  FIRST     CLASS II
 AI9368
 AI9368.The horizontal coordinates were established by autonomous hand held GPS
 AI9368.observations and have an estimated accuracy of +/- 10 meters.
 AI9368
 AI9368.The orthometric height was determined by differential leveling and
 AI9368.adjusted by the NATIONAL GEODETIC SURVEY
 AI9368.in August 2014.
 AI9368
 AI9368.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9368.GEOID18 height accuracy estimate available here.
 AI9368
 AI9368.Click photographs - Photos may exist for this station.
 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       -    35,228.      133,129.      MT  (+/- 10 meters HH2 GPS)
 AI9368
 AI9368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2633733525(NAD 83)
 AI9368
 AI9368                          SUPERSEDED SURVEY CONTROL
 AI9368
 AI9368  NAVD 88 (03/01/01)    1.304  (m)            4.28   (f) SUPERSEDED  1 2
 AI9368
 AI9368.Superseded values are not recommended for survey control.
 AI9368
 AI9368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9368.See file dsdata.pdf to determine how the superseded data were derived.
 AI9368
 AI9368_MARKER: DD = SURVEY DISK
 AI9368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9368_STAMPING: 5747
 AI9368_MARK LOGO: NJDCED
 AI9368_PROJECTION: FLUSH
 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 - May 16, 2012
 AI9368
 AI9368  HISTORY     - Date     Condition        Report By
 AI9368  HISTORY     - 1937     MONUMENTED       NJGS
 AI9368  HISTORY     - 19980615 GOOD             NJGS
 AI9368  HISTORY     - 20060128 GOOD             GEOCAC
 AI9368  HISTORY     - 20120516 GOOD             NJGS
 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.
 AI9368
 AI9368                          STATION RECOVERY (2012)
 AI9368
 AI9368'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI9368'RECOVERED IN GOOD CONDITION.
 AI9368'
 AI9368'NOTE-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST OF
 AI9368'STONE HARBOR, 3.6 MI (5.8 KM) NORTH-NORTHEAST OF AVALON AND IN THE
 AI9368'TOWN OF SEA ISLE CITY, NJ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1502 ***********************************************************************
 DP1502  DESIGNATION -  5751
 DP1502  PID         -  DP1502
 DP1502  STATE/COUNTY-  NJ/CAPE MAY
 DP1502  COUNTRY     -  US
 DP1502  USGS QUAD   -  AVALON (2019)
 DP1502
 DP1502                         *CURRENT SURVEY CONTROL
 DP1502  ______________________________________________________________________
 DP1502* NAD 83(1986) POSITION- 39 06 09.66   (N) 074 43 13.08   (W)   HD_HELD1
 DP1502* NAVD 88 ORTHO HEIGHT -     1.291 (meters)        4.24  (feet) ADJUSTED
 DP1502  ______________________________________________________________________
 DP1502  GEOID HEIGHT    -        -35.200 (meters)                     GEOID18
 DP1502  DYNAMIC HEIGHT  -          1.290 (meters)        4.23  (feet) COMP
 DP1502  MODELED GRAVITY -    980,066.2   (mgal)                       NAVD 88
 DP1502
 DP1502  VERT ORDER      -  FIRST     CLASS II
 DP1502
 DP1502.The horizontal coordinates were determined by differentially corrected
 DP1502.hand held GPS observations or other comparable positioning techniques
 DP1502.and have an estimated accuracy of +/- 3 meters.
 DP1502
 DP1502.The orthometric height was determined by differential leveling and
 DP1502.adjusted by the NATIONAL GEODETIC SURVEY
 DP1502.in August 2014.
 DP1502
 DP1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1502.GEOID18 height accuracy estimate available here.
 DP1502
 DP1502.Click photographs - Photos may exist for this station.
 DP1502
 DP1502.The dynamic height is computed by dividing the NAVD 88
 DP1502.geopotential number by the normal gravity value computed on the
 DP1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1502.degrees latitude (g = 980.6199 gals.).
 DP1502
 DP1502.The modeled gravity was interpolated from observed gravity values.
 DP1502
 DP1502;                    North         East    Units  Estimated Accuracy
 DP1502;SPC NJ       -    29,922.0     130,945.7     MT  (+/- 3 meters HH1 GPS) 
 DP1502
 DP1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2418428208(NAD 83)
 DP1502
 DP1502                          SUPERSEDED SURVEY CONTROL
 DP1502
 DP1502.No superseded survey control is available for this station.
 DP1502
 DP1502_MARKER: DD = SURVEY DISK
 DP1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1502_STAMPING: 5751
 DP1502_MARK LOGO: NJDCED
 DP1502_PROJECTION: FLUSH
 DP1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1502+STABILITY: SURFACE MOTION
 DP1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1502+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2012
 DP1502
 DP1502  HISTORY     - Date     Condition        Report By
 DP1502  HISTORY     - 1938     MONUMENTED       NJGS
 DP1502  HISTORY     - 20120504 GOOD             NJGS
 DP1502
 DP1502                          STATION DESCRIPTION
 DP1502
 DP1502'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1502'THE STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTH-NORTHEAST OF STONE
 DP1502'HARBOR, 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND IN THE
 DP1502'TOWN OF AVALON, NJ.
 DP1502'
 DP1502'THE STATION IS ON THE WEST CORNER OF THE INTERSECTION OF OCEAN DRIVE
 DP1502'AND 21ST STREET, SET FLUSH WITH THE GROUND IN A GRAVEL LANDSCAPED AREA
 DP1502'ON PROPERTY OF HOUSE NO. 2102.
 DP1502'
 DP1502'THE STATION IS 43.6 FT (13.3 M) SOUTHWEST FROM THE CENTERLINE OF 21ST
 DP1502'STREET, 31.7 FT (9.7 M) NORTHWEST FROM THE CENTERLINE OF OCEAN DRIVE,
 DP1502'11.9 FT (3.6 M) WEST FROM A TRAFFIC LIGHT POLE, 40.7 FT (12.4 M)
 DP1502'NORTH-NORTHEAST FROM WOOD UTILITY POLE NUMBER 22610 W13723 AND 14.8 FT
 DP1502'(4.5 M) EAST FROM THE EAST CORNER OF HOUSE NO. 2108, A TWO STORY FRAME
 DP1502'DWELLING, 4 FT (1.2 M) OFF EDGE OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1513 ***********************************************************************
 DP1513  DESIGNATION -  5756
 DP1513  PID         -  DP1513
 DP1513  STATE/COUNTY-  NJ/CAPE MAY
 DP1513  COUNTRY     -  US
 DP1513  USGS QUAD   -  AVALON (2019)
 DP1513
 DP1513                         *CURRENT SURVEY CONTROL
 DP1513  ______________________________________________________________________
 DP1513* NAD 83(1986) POSITION- 39 04 46.15   (N) 074 44 22.48   (W)   HD_HELD1
 DP1513* NAVD 88 ORTHO HEIGHT -     1.117 (meters)        3.66  (feet) ADJUSTED
 DP1513  ______________________________________________________________________
 DP1513  GEOID HEIGHT    -        -35.265 (meters)                     GEOID18
 DP1513  DYNAMIC HEIGHT  -          1.117 (meters)        3.66  (feet) COMP
 DP1513  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 DP1513
 DP1513  VERT ORDER      -  FIRST     CLASS II
 DP1513
 DP1513.The horizontal coordinates were determined by differentially corrected
 DP1513.hand held GPS observations or other comparable positioning techniques
 DP1513.and have an estimated accuracy of +/- 3 meters.
 DP1513
 DP1513.The orthometric height was determined by differential leveling and
 DP1513.adjusted by the NATIONAL GEODETIC SURVEY
 DP1513.in August 2014.
 DP1513
 DP1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1513.GEOID18 height accuracy estimate available here.
 DP1513
 DP1513.Click photographs - Photos may exist for this station.
 DP1513
 DP1513.The dynamic height is computed by dividing the NAVD 88
 DP1513.geopotential number by the normal gravity value computed on the
 DP1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1513.degrees latitude (g = 980.6199 gals.).
 DP1513
 DP1513.The modeled gravity was interpolated from observed gravity values.
 DP1513
 DP1513;                    North         East    Units  Estimated Accuracy
 DP1513;SPC NJ       -    27,351.2     129,271.5     MT  (+/- 3 meters HH1 GPS) 
 DP1513
 DP1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2252525629(NAD 83)
 DP1513
 DP1513                          SUPERSEDED SURVEY CONTROL
 DP1513
 DP1513.No superseded survey control is available for this station.
 DP1513
 DP1513_MARKER: DD = SURVEY DISK
 DP1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1513_STAMPING: 5756
 DP1513_MARK LOGO: NJDCED
 DP1513_PROJECTION: RECESSED 10 CENTIMETERS
 DP1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1513+STABILITY: SURFACE MOTION
 DP1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1513+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2019
 DP1513
 DP1513  HISTORY     - Date     Condition        Report By
 DP1513  HISTORY     - 1938     MONUMENTED       NJGS
 DP1513  HISTORY     - 20120508 GOOD             NJGS
 DP1513  HISTORY     - 20190901 GOOD             PROFLN
 DP1513
 DP1513                          STATION DESCRIPTION
 DP1513
 DP1513'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP1513'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF SEA
 DP1513'ISLE CITY, 2.2 MI (3.5 KM) NORTH-NORTHEAST OF STONE HARBOR AND 1.9 MI
 DP1513'(3.1 KM) SOUTHWEST OF AVALON.
 DP1513'
 DP1513'THE STATION IS LOCATED ON THE SOUTH CORNER OF THE T-JUNCTION OF OCEAN
 DP1513'DRIVE AND 57TH STREET, SET ABOUT 6 INCHES (15 CM) BELOW THE GROUND
 DP1513'BETWEEN THE SOUTHEAST CURB AND SIDEWALK OF OCEAN DRIVE, IN FRONT OF
 DP1513'HOUSE NO. 5729.
 DP1513'
 DP1513'THE STATION IS 1.2 FT (0.4 M) SOUTHWEST FROM A METAL POLE WITH STREET
 DP1513'SIGNS ATTACHED, 24.0 FT (7.3 M) SOUTHEAST FROM THE CENTERLINE OF OCEAN
 DP1513'DRIVE, 27.5 FT (8.4 M) SOUTHWEST FROM THE CENTERLINE OF 57TH STREET
 DP1513'AND 55.7 FT (17.0 M) SOUTHEAST FROM WOOD UTILITY POLE NUMBER BT 419 ON
 DP1513'THE NORTHWEST SIDE OF OCEAN DRIVE.
 DP1513
 DP1513                          STATION RECOVERY (2019)
 DP1513
 DP1513'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1513'A 6-INCH ROUND IRRIGATION VALVE BOX WAS PLACED OVER THE MARK ON THIS
 DP1513'DATE.  THE MARK IS 27.5 FT (8.4 M) SOUTHWEST OF 57TH ST, 23 FT (7.0 M)
 DP1513'SOUTHEAST OF OCEAN AVENUE, 9.2 FT (2.8 M) SOUTHWEST OF THE SOUTHWEST
 DP1513'CURB EXTENDED OF 57TH ST, 2.5 FT (0.8 M) SOUTHEAST OF THE SOUTHEAST
 DP1513'FACE OF OCEAN AVENUE CURB, 1.5 FT (0.5 M) EACH WAY FROM THE EDGES OF
 DP1513'THE SIDEWALK, RECESSED 6 INCHES (15 CM).  THE LID OF THE BOX IS FLUSH
 DP1513'WITH THE GRASS.  AN IRRIGATION LINE HAS BEEN INSTALLED OVER AND BESIDE
 DP1513'THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9398 ***********************************************************************
 AI9398  DESIGNATION -  5772
 AI9398  PID         -  AI9398
 AI9398  STATE/COUNTY-  NJ/CAPE MAY
 AI9398  COUNTRY     -  US
 AI9398  USGS QUAD   -  WILDWOOD (2019)
 AI9398
 AI9398                         *CURRENT SURVEY CONTROL
 AI9398  ______________________________________________________________________
 AI9398* NAD 83(1986) POSITION- 38 59 40.     (N) 074 48 35.     (W)   SCALED
 AI9398* NAVD 88 ORTHO HEIGHT -     1.582 (meters)        5.19  (feet) ADJUSTED
 AI9398  ______________________________________________________________________
 AI9398  GEOID HEIGHT    -        -35.474 (meters)                     GEOID18
 AI9398  DYNAMIC HEIGHT  -          1.581 (meters)        5.19  (feet) COMP
 AI9398  MODELED GRAVITY -    980,052.9   (mgal)                       NAVD 88
 AI9398
 AI9398  VERT ORDER      -  FIRST     CLASS II
 AI9398
 AI9398.The horizontal coordinates were scaled from a map and have
 AI9398.an estimated accuracy of +/- 6 seconds.
 AI9398
 AI9398.The orthometric height was determined by differential leveling and
 AI9398.adjusted by the NATIONAL GEODETIC SURVEY
 AI9398.in March 2001.
 AI9398
 AI9398.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9398.GEOID18 height accuracy estimate available here.
 AI9398
 AI9398.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ164161(NAD 83)
 AI9398
 AI9398                          SUPERSEDED SURVEY CONTROL
 AI9398
 AI9398.No superseded survey control is available for this station.
 AI9398
 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  HISTORY     - 20071007 GOOD             GEOCAC
 AI9398  HISTORY     - 20220601 MARK NOT FOUND   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.
 AI9398
 AI9398                          STATION RECOVERY (2007)
 AI9398
 AI9398'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9398'RECOVERED IN GOOD CONDITION.
 AI9398
 AI9398                          STATION RECOVERY (2022)
 AI9398
 AI9398'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JB)
 AI9398'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9397 ***********************************************************************
 AI9397  DESIGNATION -  5777
 AI9397  PID         -  AI9397
 AI9397  STATE/COUNTY-  NJ/CAPE MAY
 AI9397  COUNTRY     -  US
 AI9397  USGS QUAD   -  WILDWOOD (2019)
 AI9397
 AI9397                         *CURRENT SURVEY CONTROL
 AI9397  ______________________________________________________________________
 AI9397* NAD 83(1986) POSITION- 38 59 07.     (N) 074 49 11.     (W)   SCALED
 AI9397* NAVD 88 ORTHO HEIGHT -     1.900 (meters)        6.23  (feet) ADJUSTED
 AI9397  ______________________________________________________________________
 AI9397  GEOID HEIGHT    -        -35.490 (meters)                     GEOID18
 AI9397  DYNAMIC HEIGHT  -          1.899 (meters)        6.23  (feet) COMP
 AI9397  MODELED GRAVITY -    980,051.8   (mgal)                       NAVD 88
 AI9397
 AI9397  VERT ORDER      -  FIRST     CLASS II
 AI9397
 AI9397.The horizontal coordinates were scaled from a map and have
 AI9397.an estimated accuracy of +/- 6 seconds.
 AI9397
 AI9397.The orthometric height was determined by differential leveling and
 AI9397.adjusted by the NATIONAL GEODETIC SURVEY
 AI9397.in March 2001.
 AI9397
 AI9397.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9397.GEOID18 height accuracy estimate available here.
 AI9397
 AI9397.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ156151(NAD 83)
 AI9397
 AI9397                          SUPERSEDED SURVEY CONTROL
 AI9397
 AI9397.No superseded survey control is available for this station.
 AI9397
 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  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9397
 AI9397                          STATION RECOVERY (2007)
 AI9397
 AI9397'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9395 ***********************************************************************
 AI9395  DESIGNATION -  5780
 AI9395  PID         -  AI9395
 AI9395  STATE/COUNTY-  NJ/CAPE MAY
 AI9395  COUNTRY     -  US
 AI9395  USGS QUAD   -  WILDWOOD (2019)
 AI9395
 AI9395                         *CURRENT SURVEY CONTROL
 AI9395  ______________________________________________________________________
 AI9395* NAD 83(1986) POSITION- 38 58 41.     (N) 074 49 47.     (W)   SCALED
 AI9395* NAVD 88 ORTHO HEIGHT -     2.331 (meters)        7.65  (feet) ADJUSTED
 AI9395  ______________________________________________________________________
 AI9395  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 AI9395  DYNAMIC HEIGHT  -          2.330 (meters)        7.64  (feet) COMP
 AI9395  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 AI9395
 AI9395  VERT ORDER      -  FIRST     CLASS II
 AI9395
 AI9395.The horizontal coordinates were scaled from a map and have
 AI9395.an estimated accuracy of +/- 6 seconds.
 AI9395
 AI9395.The orthometric height was determined by differential leveling and
 AI9395.adjusted by the NATIONAL GEODETIC SURVEY
 AI9395.in March 2001.
 AI9395
 AI9395.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9395.GEOID18 height accuracy estimate available here.
 AI9395
 AI9395.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ147143(NAD 83)
 AI9395
 AI9395                          SUPERSEDED SURVEY CONTROL
 AI9395
 AI9395.No superseded survey control is available for this station.
 AI9395
 AI9395_STAMPING: 5780
 AI9395_MARK LOGO: NJGS
 AI9395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9395+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 AI9395
 AI9395  HISTORY     - Date     Condition        Report By
 AI9395  HISTORY     - 1938     MONUMENTED       NJGS
 AI9395  HISTORY     - 19980911 GOOD             NJGS
 AI9395  HISTORY     - 20071007 GOOD             GEOCAC
 AI9395  HISTORY     - 20200310 MARK NOT FOUND   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.
 AI9395
 AI9395                          STATION RECOVERY (2007)
 AI9395
 AI9395'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9395'RECOVERED IN GOOD CONDITION.
 AI9395
 AI9395                          STATION RECOVERY (2020)
 AI9395
 AI9395'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AI9395'MARK NOT FOUND.  THE SIDEWALK AND ADA RAMP HAS BEEN RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9721 ***********************************************************************
 AI9721  DESIGNATION -  5787
 AI9721  PID         -  AI9721
 AI9721  STATE/COUNTY-  NJ/CAPE MAY
 AI9721  COUNTRY     -  US
 AI9721  USGS QUAD   -  WOODBINE (2019)
 AI9721
 AI9721                         *CURRENT SURVEY CONTROL
 AI9721  ______________________________________________________________________
 AI9721* NAD 83(1986) POSITION- 39 11 36.     (N) 074 49 53.     (W)   SCALED
 AI9721* NAVD 88 ORTHO HEIGHT -     3.738 (meters)       12.26  (feet) ADJUSTED
 AI9721  ______________________________________________________________________
 AI9721  GEOID HEIGHT    -        -34.762 (meters)                     GEOID18
 AI9721  DYNAMIC HEIGHT  -          3.736 (meters)       12.26  (feet) COMP
 AI9721  MODELED GRAVITY -    980,085.2   (mgal)                       NAVD 88
 AI9721
 AI9721  VERT ORDER      -  FIRST     CLASS II
 AI9721
 AI9721.The horizontal coordinates were scaled from a map and have
 AI9721.an estimated accuracy of +/- 6 seconds.
 AI9721
 AI9721.The orthometric height was determined by differential leveling and
 AI9721.adjusted by the NATIONAL GEODETIC SURVEY
 AI9721.in March 2001.
 AI9721
 AI9721.No vertical observational check was made to the station.
 AI9721
 AI9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9721.GEOID18 height accuracy estimate available here.
 AI9721
 AI9721.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ145382(NAD 83)
 AI9721
 AI9721                          SUPERSEDED SURVEY CONTROL
 AI9721
 AI9721.No superseded survey control is available for this station.
 AI9721
 AI9721_MARKER: DD = SURVEY DISK
 AI9721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9721_STAMPING: 5787
 AI9721_MARK LOGO: NJDCED
 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 = JULY 24, 2026 22:12:30 EDT
 AI9718 ***********************************************************************
 AI9718  DESIGNATION -  5789
 AI9718  PID         -  AI9718
 AI9718  STATE/COUNTY-  NJ/CAPE MAY
 AI9718  COUNTRY     -  US
 AI9718  USGS QUAD   -  WOODBINE (2019)
 AI9718
 AI9718                         *CURRENT SURVEY CONTROL
 AI9718  ______________________________________________________________________
 AI9718* NAD 83(1986) POSITION- 39 10 32.     (N) 074 49 12.     (W)   SCALED
 AI9718* NAVD 88 ORTHO HEIGHT -     2.943 (meters)        9.66  (feet) ADJUSTED
 AI9718  ______________________________________________________________________
 AI9718  GEOID HEIGHT    -        -34.845 (meters)                     GEOID18
 AI9718  DYNAMIC HEIGHT  -          2.941 (meters)        9.65  (feet) COMP
 AI9718  MODELED GRAVITY -    980,081.7   (mgal)                       NAVD 88
 AI9718
 AI9718  VERT ORDER      -  FIRST     CLASS II
 AI9718
 AI9718.The horizontal coordinates were scaled from a map and have
 AI9718.an estimated accuracy of +/- 6 seconds.
 AI9718
 AI9718.The orthometric height was determined by differential leveling and
 AI9718.adjusted by the NATIONAL GEODETIC SURVEY
 AI9718.in March 2001.
 AI9718
 AI9718.No vertical observational check was made to the station.
 AI9718
 AI9718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9718.GEOID18 height accuracy estimate available here.
 AI9718
 AI9718.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ155362(NAD 83)
 AI9718
 AI9718                          SUPERSEDED SURVEY CONTROL
 AI9718
 AI9718.No superseded survey control is available for this station.
 AI9718
 AI9718_MARKER: DD = SURVEY DISK
 AI9718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9718_STAMPING: 5789
 AI9718_MARK LOGO: NJDCED
 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 = JULY 24, 2026 22:12:30 EDT
 KV1262 ***********************************************************************
 KV1262  DESIGNATION -  579.2 NJGS
 KV1262  PID         -  KV1262
 KV1262  STATE/COUNTY-  NJ/SUSSEX
 KV1262  COUNTRY     -  US
 KV1262  USGS QUAD   -  STANHOPE (2016)
 KV1262
 KV1262                         *CURRENT SURVEY CONTROL
 KV1262  ______________________________________________________________________
 KV1262* NAD 83(1986) POSITION- 40 59 54.     (N) 074 44 47.     (W)   SCALED
 KV1262* NAVD 88 ORTHO HEIGHT -   176.227 (meters)      578.17  (feet) ADJUSTED
 KV1262  ______________________________________________________________________
 KV1262  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 KV1262  DYNAMIC HEIGHT  -        176.149 (meters)      577.92  (feet) COMP
 KV1262  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 KV1262
 KV1262  VERT ORDER      -  SECOND    CLASS 0
 KV1262
 KV1262.The horizontal coordinates were scaled from a map and have
 KV1262.an estimated accuracy of +/- 6 seconds.
 KV1262
 KV1262.The orthometric height was determined by differential leveling and
 KV1262.adjusted by the NATIONAL GEODETIC SURVEY
 KV1262.in June 1991.
 KV1262
 KV1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1262.GEOID18 height accuracy estimate available here.
 KV1262
 KV1262.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL213386(NAD 83)
 KV1262
 KV1262                          SUPERSEDED SURVEY CONTROL
 KV1262
 KV1262  NGVD 29 (11/26/84)  176.441  (m)          578.87   (f) ADJUSTED    2 0
 KV1262
 KV1262.Superseded values are not recommended for survey control.
 KV1262
 KV1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1262.See file dsdata.pdf to determine how the superseded data were derived.
 KV1262
 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 = JULY 24, 2026 22:12:30 EDT
 AI9717 ***********************************************************************
 AI9717  DESIGNATION -  5791
 AI9717  PID         -  AI9717
 AI9717  STATE/COUNTY-  NJ/CAPE MAY
 AI9717  COUNTRY     -  US
 AI9717  USGS QUAD   -  WOODBINE (2019)
 AI9717
 AI9717                         *CURRENT SURVEY CONTROL
 AI9717  ______________________________________________________________________
 AI9717* NAD 83(1986) POSITION- 39 09 39.     (N) 074 50 07.     (W)   SCALED
 AI9717* NAVD 88 ORTHO HEIGHT -     4.351 (meters)       14.27  (feet) ADJUSTED
 AI9717  ______________________________________________________________________
 AI9717  GEOID HEIGHT    -        -34.895 (meters)                     GEOID18
 AI9717  DYNAMIC HEIGHT  -          4.348 (meters)       14.27  (feet) COMP
 AI9717  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 AI9717
 AI9717  VERT ORDER      -  FIRST     CLASS II
 AI9717
 AI9717.The horizontal coordinates were scaled from a map and have
 AI9717.an estimated accuracy of +/- 6 seconds.
 AI9717
 AI9717.The orthometric height was determined by differential leveling and
 AI9717.adjusted by the NATIONAL GEODETIC SURVEY
 AI9717.in March 2001.
 AI9717
 AI9717.No vertical observational check was made to the station.
 AI9717
 AI9717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9717.GEOID18 height accuracy estimate available here.
 AI9717
 AI9717.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ142346(NAD 83)
 AI9717
 AI9717                          SUPERSEDED SURVEY CONTROL
 AI9717
 AI9717.No superseded survey control is available for this station.
 AI9717
 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 = JULY 24, 2026 22:12:30 EDT
 AI9394 ***********************************************************************
 AI9394  DESIGNATION -  5795
 AI9394  PID         -  AI9394
 AI9394  STATE/COUNTY-  NJ/CAPE MAY
 AI9394  COUNTRY     -  US
 AI9394  USGS QUAD   -  WILDWOOD (2019)
 AI9394
 AI9394                         *CURRENT SURVEY CONTROL
 AI9394  ______________________________________________________________________
 AI9394* NAD 83(1986) POSITION- 38 58 30.     (N) 074 50 01.     (W)   SCALED
 AI9394* NAVD 88 ORTHO HEIGHT -     2.229 (meters)        7.31  (feet) ADJUSTED
 AI9394  ______________________________________________________________________
 AI9394  GEOID HEIGHT    -        -35.506 (meters)                     GEOID18
 AI9394  DYNAMIC HEIGHT  -          2.228 (meters)        7.31  (feet) COMP
 AI9394  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 AI9394
 AI9394  VERT ORDER      -  FIRST     CLASS II
 AI9394
 AI9394.The horizontal coordinates were scaled from a map and have
 AI9394.an estimated accuracy of +/- 6 seconds.
 AI9394
 AI9394.The orthometric height was determined by differential leveling and
 AI9394.adjusted by the NATIONAL GEODETIC SURVEY
 AI9394.in March 2001.
 AI9394
 AI9394.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9394.GEOID18 height accuracy estimate available here.
 AI9394
 AI9394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ144140(NAD 83)
 AI9394
 AI9394                          SUPERSEDED SURVEY CONTROL
 AI9394
 AI9394.No superseded survey control is available for this station.
 AI9394
 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 - October 07, 2007
 AI9394
 AI9394  HISTORY     - Date     Condition        Report By
 AI9394  HISTORY     - 1938     MONUMENTED       NJGS
 AI9394  HISTORY     - 19980911 GOOD             NJGS
 AI9394  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9394
 AI9394                          STATION RECOVERY (2007)
 AI9394
 AI9394'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9393 ***********************************************************************
 AI9393  DESIGNATION -  5796
 AI9393  PID         -  AI9393
 AI9393  STATE/COUNTY-  NJ/CAPE MAY
 AI9393  COUNTRY     -  US
 AI9393  USGS QUAD   -  WILDWOOD (2019)
 AI9393
 AI9393                         *CURRENT SURVEY CONTROL
 AI9393  ______________________________________________________________________
 AI9393* NAD 83(1986) POSITION- 38 58 27.     (N) 074 50 11.     (W)   SCALED
 AI9393* NAVD 88 ORTHO HEIGHT -     1.855 (meters)        6.09  (feet) ADJUSTED
 AI9393  ______________________________________________________________________
 AI9393  GEOID HEIGHT    -        -35.506 (meters)                     GEOID18
 AI9393  DYNAMIC HEIGHT  -          1.854 (meters)        6.08  (feet) COMP
 AI9393  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 AI9393
 AI9393  VERT ORDER      -  FIRST     CLASS II
 AI9393
 AI9393.The horizontal coordinates were scaled from a map and have
 AI9393.an estimated accuracy of +/- 6 seconds.
 AI9393
 AI9393.The orthometric height was determined by differential leveling and
 AI9393.adjusted by the NATIONAL GEODETIC SURVEY
 AI9393.in March 2001.
 AI9393
 AI9393.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9393.GEOID18 height accuracy estimate available here.
 AI9393
 AI9393.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ141139(NAD 83)
 AI9393
 AI9393                          SUPERSEDED SURVEY CONTROL
 AI9393
 AI9393.No superseded survey control is available for this station.
 AI9393
 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 SUITABLE FOR
 AI9393+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 AI9393
 AI9393  HISTORY     - Date     Condition        Report By
 AI9393  HISTORY     - 1938     MONUMENTED       NJGS
 AI9393  HISTORY     - 19980911 GOOD             NJGS
 AI9393  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9393
 AI9393                          STATION RECOVERY (2007)
 AI9393
 AI9393'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9392 ***********************************************************************
 AI9392  DESIGNATION -  5797
 AI9392  PID         -  AI9392
 AI9392  STATE/COUNTY-  NJ/CAPE MAY
 AI9392  COUNTRY     -  US
 AI9392  USGS QUAD   -  WILDWOOD (2019)
 AI9392
 AI9392                         *CURRENT SURVEY CONTROL
 AI9392  ______________________________________________________________________
 AI9392* NAD 83(1986) POSITION- 38 58 14.64   (N) 074 50 22.50   (W)   HD_HELD1
 AI9392* NAVD 88 ORTHO HEIGHT -     1.892 (meters)        6.21  (feet) ADJUSTED
 AI9392  ______________________________________________________________________
 AI9392  GEOID HEIGHT    -        -35.512 (meters)                     GEOID18
 AI9392  DYNAMIC HEIGHT  -          1.891 (meters)        6.20  (feet) COMP
 AI9392  MODELED GRAVITY -    980,050.3   (mgal)                       NAVD 88
 AI9392
 AI9392  VERT ORDER      -  FIRST     CLASS II
 AI9392
 AI9392.The horizontal coordinates were determined by differentially corrected
 AI9392.hand held GPS observations or other comparable positioning techniques
 AI9392.and have an estimated accuracy of +/- 3 meters.
 AI9392
 AI9392.The orthometric height was determined by differential leveling and
 AI9392.adjusted by the NATIONAL GEODETIC SURVEY
 AI9392.in March 2001.
 AI9392
 AI9392.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9392.GEOID18 height accuracy estimate available here.
 AI9392
 AI9392.Click photographs - Photos may exist for this station.
 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       -    15,306.6     120,573.9     MT  (+/- 3 meters HH1 GPS) 
 AI9392
 AI9392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1389613541(NAD 83)
 AI9392
 AI9392                          SUPERSEDED SURVEY CONTROL
 AI9392
 AI9392.No superseded survey control is available for this station.
 AI9392
 AI9392_MARKER: DD = SURVEY DISK
 AI9392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9392_STAMPING: 5797
 AI9392_MARK LOGO: NJDCED
 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 - October 07, 2007
 AI9392
 AI9392  HISTORY     - Date     Condition        Report By
 AI9392  HISTORY     - 1938     MONUMENTED       NJGS
 AI9392  HISTORY     - 19980911 GOOD             NJGS
 AI9392  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9392
 AI9392                          STATION RECOVERY (2007)
 AI9392
 AI9392'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9392'AREA BETWEEN CURB AND SIDEWALK HAS BEEN PAVED - MONUMENT IS FLUSH WITH
 AI9392'SURFACE OF NEW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0945 ***********************************************************************
 KV0945  DESIGNATION -  58
 KV0945  PID         -  KV0945
 KV0945  STATE/COUNTY-  NJ/MIDDLESEX
 KV0945  COUNTRY     -  US
 KV0945  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0945
 KV0945                         *CURRENT SURVEY CONTROL
 KV0945  ______________________________________________________________________
 KV0945* NAD 83(1986) POSITION- 40 24 58.90   (N) 074 21 41.79   (W)   HD_HELD1
 KV0945* NAVD 88 ORTHO HEIGHT -     3.071 (meters)       10.08  (feet) ADJUSTED
 KV0945  ______________________________________________________________________
 KV0945  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 KV0945  DYNAMIC HEIGHT  -          3.070 (meters)       10.07  (feet) COMP
 KV0945  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 KV0945
 KV0945  VERT ORDER      -  FIRST     CLASS II
 KV0945
 KV0945.The horizontal coordinates were determined by differentially corrected
 KV0945.hand held GPS observations or other comparable positioning techniques
 KV0945.and have an estimated accuracy of +/- 3 meters.
 KV0945
 KV0945.The orthometric height was determined by differential leveling and
 KV0945.adjusted by the NATIONAL GEODETIC SURVEY
 KV0945.in February 2016.
 KV0945
 KV0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0945.GEOID18 height accuracy estimate available here.
 KV0945
 KV0945.Click photographs - Photos may exist for this station.
 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       -   175,751.2     161,744.5     MT  (+/- 3 meters HH1 GPS) 
 KV0945
 KV0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5416074166(NAD 83)
 KV0945
 KV0945                          SUPERSEDED SURVEY CONTROL
 KV0945
 KV0945  NAVD 88 (06/15/91)    3.066  (m)           10.06   (f) SUPERSEDED  1 2
 KV0945  NGVD 29 (01/10/92)    3.395  (m)           11.14   (f) ADJUSTED    1 2
 KV0945  NGVD 29 (??/??/87)    3.453  (m)           11.33   (f) SUPERSEDED  1 2
 KV0945
 KV0945.Superseded values are not recommended for survey control.
 KV0945
 KV0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0945.See file dsdata.pdf to determine how the superseded data were derived.
 KV0945
 KV0945_MARKER: Q = CHISELED SQUARE
 KV0945_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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 - March 17, 2015
 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  HISTORY     - 20150317 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.
 KV0945
 KV0945                          STATION RECOVERY (2015)
 KV0945
 KV0945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0945'RECOVERED IN GOOD CONDITION.
 KV0945'
 KV0945'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF
 KV0945'SOUTH AMBOY JUNCTION, 6.1 MI (9.8 KM) NORTHEAST OF JAMESBURG AND 5.6
 KV0945'MI (9.0 KM) SOUTHWEST OF SOUTH AMBOY, IN EAST BRUNSWICK TOWNSHIP.
 KV0945'
 KV0945'THE STATION IS AN OUTLINED SQUARE IN THE NORTHEAST CORNER OF THE
 KV0945'FOUNDATION OF THE REMAINS OF BRICK BUILDING JUST SOUTHWEST OF THE
 KV0945'RAILROAD BRIDGE SPANNING SOUTH RIVER.  THE STATION IS ABOUT 16 M (52.5
 KV0945'FT) SOUTHWEST OF THE NORTHWEST END OF THE SOUTHWEST RAILROAD BRIDGE
 KV0945'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9757 ***********************************************************************
 AI9757  DESIGNATION -  5830
 AI9757  PID         -  AI9757
 AI9757  STATE/COUNTY-  NJ/BURLINGTON
 AI9757  COUNTRY     -  US
 AI9757  USGS QUAD   -  BRISTOL (2019)
 AI9757
 AI9757                         *CURRENT SURVEY CONTROL
 AI9757  ______________________________________________________________________
 AI9757* NAD 83(1986) POSITION- 40 04 37.3    (N) 074 51 42.6    (W)   HD_HELD2
 AI9757* NAVD 88 ORTHO HEIGHT -     3.334 (meters)       10.94  (feet) ADJUSTED
 AI9757  ______________________________________________________________________
 AI9757  GEOID HEIGHT    -        -32.867 (meters)                     GEOID18
 AI9757  DYNAMIC HEIGHT  -          3.332 (meters)       10.93  (feet) COMP
 AI9757  MODELED GRAVITY -    980,192.7   (mgal)                       NAVD 88
 AI9757
 AI9757  VERT ORDER      -  FIRST     CLASS II
 AI9757
 AI9757.The horizontal coordinates were established by autonomous hand held GPS
 AI9757.observations and have an estimated accuracy of +/- 10 meters.
 AI9757
 AI9757.The orthometric height was determined by differential leveling and
 AI9757.adjusted by the NATIONAL GEODETIC SURVEY
 AI9757.in March 2001.
 AI9757
 AI9757.No vertical observational check was made to the station.
 AI9757
 AI9757.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9757.GEOID18 height accuracy estimate available here.
 AI9757
 AI9757.Click photographs - Photos may exist for this station.
 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       -   138,129.      119,139.      MT  (+/- 10 meters HH2 GPS)
 AI9757
 AI9757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1178036315(NAD 83)
 AI9757
 AI9757                          SUPERSEDED SURVEY CONTROL
 AI9757
 AI9757.No superseded survey control is available for this station.
 AI9757
 AI9757_MARKER: DD = SURVEY DISK
 AI9757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9757_STAMPING: 5830 12.098
 AI9757_MARK LOGO: NJDCED
 AI9757_PROJECTION: FLUSH
 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 SUITABLE FOR
 AI9757+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2024
 AI9757
 AI9757  HISTORY     - Date     Condition        Report By
 AI9757  HISTORY     - 1937     MONUMENTED       NJGS
 AI9757  HISTORY     - 19980527 GOOD             NJGS
 AI9757  HISTORY     - 20050509 GOOD             GEOCAC
 AI9757  HISTORY     - 20080428 GOOD             NJGS
 AI9757  HISTORY     - 20080715 GOOD             UE
 AI9757  HISTORY     - 20241107 GOOD             AAAS
 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                          STATION RECOVERY (2008)
 AI9757
 AI9757'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AI9757'RECOVERED AS DESCRIBED.
 AI9757
 AI9757                          STATION RECOVERY (2008)
 AI9757
 AI9757'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 AI9757'RECOVERED IN GOOD CONDITION.
 AI9757
 AI9757                          STATION RECOVERY (2024)
 AI9757
 AI9757'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AI9757'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7217 ***********************************************************************
 DM7217  DESIGNATION -  5831
 DM7217  PID         -  DM7217
 DM7217  STATE/COUNTY-  NJ/BURLINGTON
 DM7217  COUNTRY     -  US
 DM7217  USGS QUAD   -  BRISTOL (2019)
 DM7217
 DM7217                         *CURRENT SURVEY CONTROL
 DM7217  ______________________________________________________________________
 DM7217* NAD 83(1986) POSITION- 40 04 07.     (N) 074 51 15.     (W)   SCALED
 DM7217* NAVD 88 ORTHO HEIGHT -     2.316 (meters)        7.60  (feet) ADJUSTED
 DM7217  ______________________________________________________________________
 DM7217  GEOID HEIGHT    -        -32.832 (meters)                     GEOID18
 DM7217  DYNAMIC HEIGHT  -          2.315 (meters)        7.60  (feet) COMP
 DM7217  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 DM7217
 DM7217  VERT ORDER      -  FIRST     CLASS II
 DM7217
 DM7217.The horizontal coordinates were scaled from a map and have
 DM7217.an estimated accuracy of +/- 6 seconds.
 DM7217
 DM7217.The orthometric height was determined by differential leveling and
 DM7217.adjusted by the NATIONAL GEODETIC SURVEY
 DM7217.in May 2011.
 DM7217
 DM7217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7217.GEOID18 height accuracy estimate available here.
 DM7217
 DM7217.Click photographs - Photos may exist for this station.
 DM7217
 DM7217.The dynamic height is computed by dividing the NAVD 88
 DM7217.geopotential number by the normal gravity value computed on the
 DM7217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7217.degrees latitude (g = 980.6199 gals.).
 DM7217
 DM7217.The modeled gravity was interpolated from observed gravity values.
 DM7217
 DM7217;                    North         East    Units  Estimated Accuracy
 DM7217;SPC NJ       -   137,190.      119,790.      MT  (+/- 180 meters Scaled)
 DM7217
 DM7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK124353(NAD 83)
 DM7217
 DM7217                          SUPERSEDED SURVEY CONTROL
 DM7217
 DM7217.No superseded survey control is available for this station.
 DM7217
 DM7217_MARKER: DD = SURVEY DISK
 DM7217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7217_STAMPING: 5831 8.761
 DM7217_MARK LOGO: NJDCED
 DM7217_PROJECTION: RECESSED 13 CENTIMETERS
 DM7217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7217+STABILITY: SURFACE MOTION
 DM7217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7217+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DM7217
 DM7217  HISTORY     - Date     Condition        Report By
 DM7217  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7217  HISTORY     - 20080428 GOOD             NJGS
 DM7217
 DM7217                          STATION DESCRIPTION
 DM7217
 DM7217'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7217'THE STATION IS LOCATED IN THE CITY OF BURLINGTON, IN A 4 INCH (10 CM)
 DM7217'PIPE CAPPED WITH A PVC PLUG IN THE SIDEWALK ON THE WEST SIDE OF HIGH
 DM7217'STREET (COUNTY ROAD 541) IN FRONT OF AND TO THE SOUTH OF THE ENTRANCE
 DM7217'TO THE JB BAKERY (HOUSE NUMBER 712).
 DM7217'
 DM7217'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 NORTHBOUND
 DM7217'LANES AND HIGH STREET, GO 0.1 MI (0.2 KM) SOUTH ON HIGH STREET TO THE
 DM7217'STATION ON THE RIGHT.
 DM7217'
 DM7217'THE STATION IS 12.5 FT (3.8 M) WEST-SOUTHWEST OF THE WEST CURB OF HIGH
 DM7217'STREET, 29.0 FT (8.8 M) SOUTH-SOUTHWEST OF POLE NUMBER 60202BC, 114.0
 DM7217'FT (34.7 M) NORTH-NORTHWEST OF THE CURB OF WEST SECOND STREET, 140.0
 DM7217'FT (42.7 M) SOUTH OF THE CENTERLINE OF MORRIS AVENUE (COUNTY ROAD
 DM7217'632), 6.2 FT (1.9 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DM7217'BAKERY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1159 ***********************************************************************
 KV1159  DESIGNATION -  5832
 KV1159  PID         -  KV1159
 KV1159  STATE/COUNTY-  NJ/BURLINGTON
 KV1159  COUNTRY     -  US
 KV1159  USGS QUAD   -  BRISTOL (2019)
 KV1159
 KV1159                         *CURRENT SURVEY CONTROL
 KV1159  ______________________________________________________________________
 KV1159* NAD 83(1986) POSITION- 40 04 17.     (N) 074 51 20.     (W)   SCALED
 KV1159* NAVD 88 ORTHO HEIGHT -     1.840 (meters)        6.04  (feet) ADJUSTED
 KV1159  ______________________________________________________________________
 KV1159  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 KV1159  DYNAMIC HEIGHT  -          1.839 (meters)        6.03  (feet) COMP
 KV1159  MODELED GRAVITY -    980,193.8   (mgal)                       NAVD 88
 KV1159
 KV1159  VERT ORDER      -  FIRST     CLASS II
 KV1159
 KV1159.The horizontal coordinates were scaled from a map and have
 KV1159.an estimated accuracy of +/- 6 seconds.
 KV1159
 KV1159.The orthometric height was determined by differential leveling and
 KV1159.adjusted by the NATIONAL GEODETIC SURVEY
 KV1159.in June 1991.
 KV1159
 KV1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1159.GEOID18 height accuracy estimate available here.
 KV1159
 KV1159.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK123356(NAD 83)
 KV1159
 KV1159                          SUPERSEDED SURVEY CONTROL
 KV1159
 KV1159  NGVD 29 (??/??/92)    2.200  (m)            7.22   (f) SUPERSEDED  1 2
 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
 KV1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1159.See file dsdata.pdf to determine how the superseded data were derived.
 KV1159
 KV1159_MARKER: DD = SURVEY DISK
 KV1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1159_STAMPING: 5832
 KV1159_MARK LOGO: NJDCED
 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  HISTORY     - 20071110 MARK NOT FOUND   UE
 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.
 KV1159
 KV1159                          STATION RECOVERY (2007)
 KV1159
 KV1159'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV1159'THE DINER IS NOW AMY S OMELETTE HOUSE. TRAFFIC LIGHT POLE HAD BEEN
 KV1159'REMOVED. OTHER TIES LEAD TO NJGS MON. 3 B 1 (PID KV6659) ON A CIRCULAR
 KV1159'CONCRETE SLAB LEVEL WITH SIDEWALK. MONUMENT WAS EITHER DESTROYED OR
 KV1159'COVERED OVER BY NEW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4300 ***********************************************************************
 JU4300  DESIGNATION -  6 A 1
 JU4300  PID         -  JU4300
 JU4300  STATE/COUNTY-  NJ/CUMBERLAND
 JU4300  COUNTRY     -  US
 JU4300  USGS QUAD   -  PORT ELIZABETH (2019)
 JU4300
 JU4300                         *CURRENT SURVEY CONTROL
 JU4300  ______________________________________________________________________
 JU4300* NAD 83(2011) POSITION- 39 18 50.14472(N) 074 57 09.30497(W)   ADJUSTED
 JU4300* NAD 83(2011) ELLIP HT-   -22.800 (meters)        (06/27/12)   ADJUSTED
 JU4300* NAD 83(2011) EPOCH   -  2010.00
 JU4300* NAVD 88 ORTHO HEIGHT -    11.5   (meters)       38.    (feet) GPS OBS
 JU4300  ______________________________________________________________________
 JU4300  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4300  GEOID HEIGHT    -        -34.250 (meters)                     GEOID90
 JU4300  GEOID HEIGHT    -        -34.203 (meters)                     GEOID18
 JU4300  NAD 83(2011) X  -  1,282,852.629 (meters)                     COMP
 JU4300  NAD 83(2011) Y  - -4,771,871.780 (meters)                     COMP
 JU4300  NAD 83(2011) Z  -  4,019,327.391 (meters)                     COMP
 JU4300  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 JU4300
 JU4300  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4300  Standards:
 JU4300         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4300            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4300  -------------------------------------------------------------------
 JU4300  NETWORK    0.74   1.14           0.35   0.23   0.58      0.02935188
 JU4300  -------------------------------------------------------------------
 JU4300  Click here for local accuracies and other accuracy information.
 JU4300
 JU4300.The horizontal coordinates were established by GPS observations
 JU4300.and adjusted by the National Geodetic Survey in June 2012.
 JU4300
 JU4300.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4300.been affixed to the stable North American tectonic plate. See 
 JU4300.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4300
 JU4300.The horizontal coordinates are valid at the epoch date displayed above
 JU4300.which is a decimal equivalence of Year/Month/Day.
 JU4300
 JU4300.The orthometric height was determined by GPS observations and a
 JU4300.high-resolution geoid model.
 JU4300
 JU4300.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4300.GEOID18 height accuracy estimate available here.
 JU4300
 JU4300.Click photographs - Photos may exist for this station.
 JU4300
 JU4300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4300
 JU4300.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4300
 JU4300.The ellipsoidal height was determined by GPS observations
 JU4300.and is referenced to NAD 83.
 JU4300
 JU4300. The following values were computed from the NAD 83(2011) position.
 JU4300
 JU4300;                    North         East     Units Scale Factor Converg.
 JU4300;SPC NJ       -    53,446.571   110,971.872   MT  0.99991875   -0 17 12.3
 JU4300;SPC NJ       -   175,349.29    364,080.22   sFT  0.99991875   -0 17 12.3
 JU4300;UTM  18      - 4,351,615.644   504,087.568   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0408751615(NAD 83)
 JU4300
 JU4300|---------------------------------------------------------------------|
 JU4300| PID    Reference Object                     Distance      Geod. Az  |
 JU4300|                                                           dddmmss.s |
 JU4300| JU2977 SCRUBBY                             311.096 METERS 15446     |
 JU4300|---------------------------------------------------------------------|
 JU4300
 JU4300                          SUPERSEDED SURVEY CONTROL
 JU4300
 JU4300  NAD 83(2007)-  39 18 50.14565(N)    074 57 09.30578(W) AD(2002.00) 0
 JU4300  ELLIP H (02/10/07)  -22.797  (m)                       GP(2002.00)    
 JU4300  ELLIP H (10/23/02)  -22.804  (m)                       GP(       ) 4 1
 JU4300  NAD 83(1996)-  39 18 50.14553(N)    074 57 09.30591(W) AD(       ) 1
 JU4300  ELLIP H (05/14/99)  -22.808  (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)  -22.842  (m)                       GP(       ) 3 2
 JU4300
 JU4300.Superseded values are not recommended for survey control.
 JU4300
 JU4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4300.See file dsdata.pdf to determine how the superseded data were derived.
 JU4300
 JU4300_MARKER: DD = SURVEY DISK
 JU4300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4300_STAMPING: 6 A 1 1990
 JU4300_MARK LOGO: NJGS
 JU4300_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 DI3269 ***********************************************************************
 DI3269  DESIGNATION -  6 A 2
 DI3269  PID         -  DI3269
 DI3269  STATE/COUNTY-  NJ/CUMBERLAND
 DI3269  COUNTRY     -  US
 DI3269  USGS QUAD   -  MILLVILLE (2019)
 DI3269
 DI3269                         *CURRENT SURVEY CONTROL
 DI3269  ______________________________________________________________________
 DI3269* NAD 83(1986) POSITION- 39 28 09.38   (N) 075 04 27.24   (W)   HD_HELD1
 DI3269* NAVD 88 ORTHO HEIGHT -    16.656 (meters)       54.65  (feet) ADJUSTED
 DI3269  ______________________________________________________________________
 DI3269  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 DI3269  DYNAMIC HEIGHT  -         16.648 (meters)       54.62  (feet) COMP
 DI3269  MODELED GRAVITY -    980,118.4   (mgal)                       NAVD 88
 DI3269
 DI3269  VERT ORDER      -  FIRST     CLASS II
 DI3269
 DI3269.The horizontal coordinates were determined by differentially corrected
 DI3269.hand held GPS observations or other comparable positioning techniques
 DI3269.and have an estimated accuracy of +/- 3 meters.
 DI3269
 DI3269.The orthometric height was determined by differential leveling and
 DI3269.adjusted by the NATIONAL GEODETIC SURVEY
 DI3269.in June 2007.
 DI3269
 DI3269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3269.GEOID18 height accuracy estimate available here.
 DI3269
 DI3269.Click photographs - Photos may exist for this station.
 DI3269
 DI3269.The dynamic height is computed by dividing the NAVD 88
 DI3269.geopotential number by the normal gravity value computed on the
 DI3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3269.degrees latitude (g = 980.6199 gals.).
 DI3269
 DI3269.The modeled gravity was interpolated from observed gravity values.
 DI3269
 DI3269;                    North         East    Units  Estimated Accuracy
 DI3269;SPC NJ       -    70,751.2     100,591.3     MT  (+/- 3 meters HH1 GPS) 
 DI3269
 DI3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9361468856(NAD 83)
 DI3269
 DI3269                          SUPERSEDED SURVEY CONTROL
 DI3269
 DI3269.No superseded survey control is available for this station.
 DI3269
 DI3269_MARKER: Z = SEE DESCRIPTION
 DI3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3269_STAMPING: 6 A 2
 DI3269_MARK LOGO: NJDT
 DI3269_PROJECTION: RECESSED 15 CENTIMETERS
 DI3269_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3269+STABILITY: SURFACE MOTION
 DI3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3269+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 DI3269
 DI3269  HISTORY     - Date     Condition        Report By
 DI3269  HISTORY     - UNK      MONUMENTED       NJDT
 DI3269  HISTORY     - 20030606 GOOD             NJGS
 DI3269  HISTORY     - 20110512 GOOD             NJGS
 DI3269  HISTORY     - 20180612 GOOD             NJGS
 DI3269
 DI3269                          STATION DESCRIPTION
 DI3269
 DI3269'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3269'THE STATION IS LOCATED IN THE CITY OF VINELAND IN THE CENTER GRASS
 DI3269'MEDIAN OF STATE ROUTE  55 AT MILEPOST 31.36.
 DI3269'
 DI3269'THE STATION IS 11.3 M (37.1 FT) EAST FROM THE EAST EDGE OF THE
 DI3269'SOUTHBOUND LANES, 11.4 M (37.4  FT) WEST FROM THE WEST EDGE OF THE
 DI3269'NORTHBOUND LANES, 32.1 M (105.3 FT) SOUTH AND NORMAL  TO ALONG THE
 DI3269'CENTER MEDIAN FROM A LARGE BLUE PAINTED TRAFFIC SIGN,  LODGING EXIT 32
 DI3269'A,  WITH LOGOS OF THE RAMADA INN, COMFORT INN, DAYS INN AND WINGATE
 DI3269'INN ON THE EAST SIDE OF  THE NORTHBOUND LANES AND 0.3 M (1.0 FT) WEST
 DI3269'FROM A METAL WITNESS POST WITH SIGN  ATTACHED.
 DI3269'
 DI3269'THE STATION IS A 0.01 M (0.0 FT) DIAMETER BRASS PLUG SET FLUSH IN A
 DI3269'DRILL HOLE IN THE TOP OF A  SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DI3269'WITH THE GROUND.  THE DATUM POINT PUNCH  MARK IS SLIGHTLY OFFSET FROM
 DI3269'THE CENTER OF THE PLUG.
 DI3269
 DI3269                          STATION RECOVERY (2011)
 DI3269
 DI3269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3269'RECOVERED IN GOOD CONDITION.
 DI3269
 DI3269                          STATION RECOVERY (2018)
 DI3269
 DI3269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DI3269'THE STATION IS 35 M (114.8 FT) SOUTH AND NORMAL TO THE LARGE BLUE
 DI3269'LODGINGS SIGN ALONG THE CENTER MEDIAN AND 15 CM (6 INCHES) WEST OF A
 DI3269'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3302 ***********************************************************************
 DI3302  DESIGNATION -  6 A 3
 DI3302  PID         -  DI3302
 DI3302  STATE/COUNTY-  NJ/CUMBERLAND
 DI3302  COUNTRY     -  US
 DI3302  USGS QUAD   -  NEWFIELD (2019)
 DI3302
 DI3302                         *CURRENT SURVEY CONTROL
 DI3302  ______________________________________________________________________
 DI3302* NAD 83(1986) POSITION- 39 31 17.     (N) 075 03 33.     (W)   SCALED
 DI3302* NAVD 88 ORTHO HEIGHT -    23.710 (meters)       77.79  (feet) ADJUSTED
 DI3302  ______________________________________________________________________
 DI3302  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 DI3302  DYNAMIC HEIGHT  -         23.698 (meters)       77.75  (feet) COMP
 DI3302  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 DI3302
 DI3302  VERT ORDER      -  FIRST     CLASS II
 DI3302
 DI3302.The horizontal coordinates were scaled from a map and have
 DI3302.an estimated accuracy of +/- 6 seconds.
 DI3302
 DI3302.The orthometric height was determined by differential leveling and
 DI3302.adjusted by the NATIONAL GEODETIC SURVEY
 DI3302.in June 2007.
 DI3302
 DI3302.No vertical observational check was made to the station.
 DI3302
 DI3302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3302.GEOID18 height accuracy estimate available here.
 DI3302
 DI3302.Click photographs - Photos may exist for this station.
 DI3302
 DI3302.The dynamic height is computed by dividing the NAVD 88
 DI3302.geopotential number by the normal gravity value computed on the
 DI3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3302.degrees latitude (g = 980.6199 gals.).
 DI3302
 DI3302.The modeled gravity was interpolated from observed gravity values.
 DI3302
 DI3302;                    North         East    Units  Estimated Accuracy
 DI3302;SPC NJ       -    76,530.      101,920.      MT  (+/- 180 meters Scaled)
 DI3302
 DI3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ949746(NAD 83)
 DI3302
 DI3302                          SUPERSEDED SURVEY CONTROL
 DI3302
 DI3302.No superseded survey control is available for this station.
 DI3302
 DI3302_MARKER: DD = SURVEY DISK
 DI3302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3302_SP_SET: CURB
 DI3302_STAMPING: 6 A 3 2003
 DI3302_MARK LOGO: NJGS
 DI3302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3302+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 DI3302
 DI3302  HISTORY     - Date     Condition        Report By
 DI3302  HISTORY     - 20030812 MONUMENTED       NJGS
 DI3302
 DI3302                          STATION DESCRIPTION
 DI3302
 DI3302'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3302'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE SOUTH SIDE OF
 DI3302'GARDEN ROAD AT THE  CROSSROADS INTERSECTION WITH MILL ROAD, SET FLUSH
 DI3302'IN A DRILL HOLE IN THE TOP OF THE  CONCRETE CURB, JUST WEST FROM THE
 DI3302'INTERSECTION.
 DI3302'
 DI3302'THE STATION IS 7.8 M (25.6 FT) SOUTH SOUTHWEST FROM THE CENTERLINE OF
 DI3302'GARDEN ROAD, 13.7 M  (44.9 FT) EAST FROM A WOOD UTILITY POLE WITH NO
 DI3302'NUMBER ON THE SOUTH SIDE OF GARDEN  ROAD, 12.4 M (40.7 FT) WEST FROM
 DI3302'AN INLET AT THE SOUTHWEST CORNER OF THE INTERSECTION,  17.6 M (57.7
 DI3302'FT) NORTHWEST FROM A CIRCULAR UTILITY MANHOLE FOR THE LANDIS SEWERAGE
 DI3302'AUTHORITY, 23.1 M (75.8 FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER
 DI3302'H43374 AT THE  SOUTHWEST CORNER OF THE INTERSECTION AND 29.8 M (97.8
 DI3302'FT) WEST FROM THE CENTERLINE OF  MILL ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2537 ***********************************************************************
 DO2537  DESIGNATION -  6 A 4
 DO2537  PID         -  DO2537
 DO2537  STATE/COUNTY-  NJ/CUMBERLAND
 DO2537  COUNTRY     -  US
 DO2537  USGS QUAD   -  MILLVILLE (2019)
 DO2537
 DO2537                         *CURRENT SURVEY CONTROL
 DO2537  ______________________________________________________________________
 DO2537* NAD 83(1986) POSITION- 39 25 28.23   (N) 075 02 23.85   (W)   HD_HELD1
 DO2537* NAVD 88 ORTHO HEIGHT -    19.292 (meters)       63.29  (feet) ADJUSTED
 DO2537  ______________________________________________________________________
 DO2537  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 DO2537  DYNAMIC HEIGHT  -         19.282 (meters)       63.26  (feet) COMP
 DO2537  MODELED GRAVITY -    980,121.3   (mgal)                       NAVD 88
 DO2537
 DO2537  VERT ORDER      -  FIRST     CLASS II
 DO2537
 DO2537.The horizontal coordinates were determined by differentially corrected
 DO2537.hand held GPS observations or other comparable positioning techniques
 DO2537.and have an estimated accuracy of +/- 3 meters.
 DO2537
 DO2537.The orthometric height was determined by differential leveling and
 DO2537.adjusted by the NATIONAL GEODETIC SURVEY
 DO2537.in April 2013.
 DO2537
 DO2537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2537.GEOID18 height accuracy estimate available here.
 DO2537
 DO2537.Click photographs - Photos may exist for this station.
 DO2537
 DO2537.The dynamic height is computed by dividing the NAVD 88
 DO2537.geopotential number by the normal gravity value computed on the
 DO2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2537.degrees latitude (g = 980.6199 gals.).
 DO2537
 DO2537.The modeled gravity was interpolated from observed gravity values.
 DO2537
 DO2537;                    North         East    Units  Estimated Accuracy
 DO2537;SPC NJ       -    65,763.6     103,510.7     MT  (+/- 3 meters HH1 GPS) 
 DO2537
 DO2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9656063887(NAD 83)
 DO2537
 DO2537                          SUPERSEDED SURVEY CONTROL
 DO2537
 DO2537.No superseded survey control is available for this station.
 DO2537
 DO2537_MARKER: DD = SURVEY DISK
 DO2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2537_STAMPING: 6 A 4 2011
 DO2537_MARK LOGO: NJDT
 DO2537_PROJECTION: FLUSH
 DO2537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2537+STABILITY: SURFACE MOTION
 DO2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2537+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DO2537
 DO2537  HISTORY     - Date     Condition        Report By
 DO2537  HISTORY     - UNK      MONUMENTED       NJDT
 DO2537  HISTORY     - 20110712 GOOD             NJGS
 DO2537
 DO2537                          STATION DESCRIPTION
 DO2537
 DO2537'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2537'THE STATION IS LOCATED IN THE CITY OF MILLVILLE, ON THE WEST SIDE OF
 DO2537'NEW JERSEY STATE ROUTE 47 (NORTH SECOND STREET), AT THE NORTHWEST
 DO2537'CORNER OF BLUEBIRD LANE (THE ENTRANCE ROAD TO THE CUMBERLAND SHOPPING
 DO2537'CENTER) AND ROUTE 47.
 DO2537'
 DO2537'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 47 AND THE NEW JERSEY
 DO2537'ROUTE 55 BRIDGE SPANNING ROUTE 47 GO 0.25 MI (0.4 KM) SOUTH ON ROUTE
 DO2537'47 TO THE STATION ON THE RIGHT.
 DO2537'
 DO2537'THE STATION IS 10 FT (3.0 M) WEST OF THE WEST CURB OF SOUTH BOUND
 DO2537'ROUTE 47, 44.5 FT (13.6 M) NORTH OF POLE NUMBER 62905 31641 2046, 27
 DO2537'FT (8.2 M) SOUTHEAST OF THE EAST LEG OF A SHOPPING CENTER SIGN (LOEWS,
 DO2537'2 FT (0.6 M) EAST OF THE EAST EDGE OF A LARGE CONCRETE PAD FOR A NJDOT
 DO2537'MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3243 ***********************************************************************
 DI3243  DESIGNATION -  6 A A 3
 DI3243  PID         -  DI3243
 DI3243  STATE/COUNTY-  NJ/CUMBERLAND
 DI3243  COUNTRY     -  US
 DI3243  USGS QUAD   -  MILLVILLE (2019)
 DI3243
 DI3243                         *CURRENT SURVEY CONTROL
 DI3243  ______________________________________________________________________
 DI3243* NAD 83(1986) POSITION- 39 25 10.22   (N) 075 02 23.12   (W)   HD_HELD1
 DI3243* NAVD 88 ORTHO HEIGHT -    16.635 (meters)       54.58  (feet) ADJUSTED
 DI3243  ______________________________________________________________________
 DI3243  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 DI3243  DYNAMIC HEIGHT  -         16.626 (meters)       54.55  (feet) COMP
 DI3243  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 DI3243
 DI3243  VERT ORDER      -  FIRST     CLASS II
 DI3243
 DI3243.The horizontal coordinates were determined by differentially corrected
 DI3243.hand held GPS observations or other comparable positioning techniques
 DI3243.and have an estimated accuracy of +/- 3 meters.
 DI3243
 DI3243.The orthometric height was determined by differential leveling and
 DI3243.adjusted by the NATIONAL GEODETIC SURVEY
 DI3243.in April 2013.
 DI3243
 DI3243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3243.GEOID18 height accuracy estimate available here.
 DI3243
 DI3243.Click photographs - Photos may exist for this station.
 DI3243
 DI3243.The dynamic height is computed by dividing the NAVD 88
 DI3243.geopotential number by the normal gravity value computed on the
 DI3243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3243.degrees latitude (g = 980.6199 gals.).
 DI3243
 DI3243.The modeled gravity was interpolated from observed gravity values.
 DI3243
 DI3243;                    North         East    Units  Estimated Accuracy
 DI3243;SPC NJ       -    65,208.1     103,524.8     MT  (+/- 3 meters HH1 GPS) 
 DI3243
 DI3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9657763331(NAD 83)
 DI3243
 DI3243                          SUPERSEDED SURVEY CONTROL
 DI3243
 DI3243  NAVD 88 (06/28/07)   16.616  (m)           54.51   (f) SUPERSEDED  1 2
 DI3243
 DI3243.Superseded values are not recommended for survey control.
 DI3243
 DI3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3243.See file dsdata.pdf to determine how the superseded data were derived.
 DI3243
 DI3243_MARKER: DD = SURVEY DISK
 DI3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3243_STAMPING: 6 A A 3 2005
 DI3243_MARK LOGO: NJDT
 DI3243_PROJECTION: FLUSH
 DI3243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3243+STABILITY: SURFACE MOTION
 DI3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3243+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DI3243
 DI3243  HISTORY     - Date     Condition        Report By
 DI3243  HISTORY     - 20051201 MONUMENTED       NJGS
 DI3243  HISTORY     - 20080607 GOOD             UE
 DI3243  HISTORY     - 20110712 GOOD             NJGS
 DI3243
 DI3243                          STATION DESCRIPTION
 DI3243
 DI3243'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3243'THE STATION IS LOCATED IN THE CITY OF MILLVILLE AT THE ROADWAY SPLIT
 DI3243'BETWEEN NJ ROUTE 47  AND HIGH STREET AT THE NOSE OF THE ROADWAY
 DI3243'DIVIDE.
 DI3243'
 DI3243'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 47 AND STATE
 DI3243'ROUTE 55 AT  INTERCHANGE 27, GO SOUTH ON STATE ROUTE 47 FOR 0.60 MI
 DI3243'(0.97 KM) TO THE JUNCTION WITH HIGH  STREET AND THE STATION AHEAD.
 DI3243'
 DI3243'THE STATION IS 5.5 M (18.0 FT) WEST OF THE WEST CURB OF ROUTE 47, 2.4
 DI3243'M (7.9 FT) EAST OF THE  EAST CURB OF HIGH STREET, 14.5 M (47.6 FT)
 DI3243'SOUTH OF THE NORTH TIP OF THE ROADWAY SPLIT, 12.0  M (39.4 FT) NORTH
 DI3243'NORTHEAST OF POLE NUMBER B 49620, 16.1 NORTH NORTHWEST OF POLE  NUMBER
 DI3243'BT 56AI69 B37523, 10.1 M (33.1 FT) NORTH OF A WELCOME TO MILLVILLE
 DI3243'SIGN ON THE DIVIDE.
 DI3243
 DI3243                          STATION RECOVERY (2008)
 DI3243
 DI3243'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3243'RECOVERED IN GOOD CONDITION.
 DI3243
 DI3243                          STATION RECOVERY (2011)
 DI3243
 DI3243'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DI3243'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4343 ***********************************************************************
 JU4343  DESIGNATION -  6 B 1
 JU4343  PID         -  JU4343
 JU4343  STATE/COUNTY-  NJ/CUMBERLAND
 JU4343  COUNTRY     -  US
 JU4343  USGS QUAD   -  NEWFIELD (2019)
 JU4343
 JU4343                         *CURRENT SURVEY CONTROL
 JU4343  ______________________________________________________________________
 JU4343* NAD 83(2011) POSITION- 39 32 03.61011(N) 075 03 06.75070(W)   ADJUSTED
 JU4343* NAD 83(2011) ELLIP HT-    -8.562 (meters)        (06/27/12)   ADJUSTED
 JU4343* NAD 83(2011) EPOCH   -  2010.00
 JU4343* NAVD 88 ORTHO HEIGHT -    25.1   (meters)       82.    (feet) GPS OBS
 JU4343  ______________________________________________________________________
 JU4343  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4343  GEOID HEIGHT    -        -33.696 (meters)                     GEOID99
 JU4343  GEOID HEIGHT    -        -33.701 (meters)                     GEOID18
 JU4343  NAD 83(2011) X  -  1,270,575.690 (meters)                     COMP
 JU4343  NAD 83(2011) Y  - -4,759,084.219 (meters)                     COMP
 JU4343  NAD 83(2011) Z  -  4,038,238.917 (meters)                     COMP
 JU4343  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 JU4343
 JU4343  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4343  Standards:
 JU4343         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4343            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4343  -------------------------------------------------------------------
 JU4343  NETWORK    0.48   0.86           0.22   0.16   0.44     -0.04380041
 JU4343  -------------------------------------------------------------------
 JU4343  Click here for local accuracies and other accuracy information.
 JU4343
 JU4343.The horizontal coordinates were established by GPS observations
 JU4343.and adjusted by the National Geodetic Survey in June 2012.
 JU4343
 JU4343.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4343.been affixed to the stable North American tectonic plate. See 
 JU4343.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4343
 JU4343.The horizontal coordinates are valid at the epoch date displayed above
 JU4343.which is a decimal equivalence of Year/Month/Day.
 JU4343
 JU4343.The orthometric height was determined by GPS observations and a
 JU4343.high-resolution geoid model.
 JU4343
 JU4343.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4343.GEOID18 height accuracy estimate available here.
 JU4343
 JU4343.Click photographs - Photos may exist for this station.
 JU4343
 JU4343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4343
 JU4343.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4343
 JU4343.The ellipsoidal height was determined by GPS observations
 JU4343.and is referenced to NAD 83.
 JU4343
 JU4343. The following values were computed from the NAD 83(2011) position.
 JU4343
 JU4343;                    North         East     Units Scale Factor Converg.
 JU4343;SPC NJ       -    77,962.281   102,559.296   MT  0.99992770   -0 21 04.7
 JU4343;SPC NJ       -   255,781.25    336,479.96   sFT  0.99992770   -0 21 04.7
 JU4343;UTM  18      - 4,376,076.450   495,542.017   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9554276076(NAD 83)
 JU4343
 JU4343                          SUPERSEDED SURVEY CONTROL
 JU4343
 JU4343  NAD 83(2007)-  39 32 03.61029(N)    075 03 06.75120(W) AD(2002.00) 0
 JU4343  ELLIP H (02/10/07)   -8.556  (m)                       GP(2002.00)    
 JU4343  ELLIP H (09/25/02)   -8.542  (m)                       GP(       ) 4 1
 JU4343  NAD 83(1996)-  39 32 03.61028(N)    075 03 06.75146(W) AD(       ) 1
 JU4343  ELLIP H (05/14/99)   -8.553  (m)                       GP(       ) 4 1
 JU4343  NAD 83(1992)-  39 32 03.60902(N)    075 03 06.75104(W) AD(       ) 1
 JU4343  NAVD 88 (08/31/93)   25.1    (m)  GEOID93  model used  GPS OBS        
 JU4343
 JU4343.Superseded values are not recommended for survey control.
 JU4343
 JU4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4343.See file dsdata.pdf to determine how the superseded data were derived.
 JU4343
 JU4343_MARKER: DD = SURVEY DISK
 JU4343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DI3270 ***********************************************************************
 DI3270  DESIGNATION -  6 B 2
 DI3270  PID         -  DI3270
 DI3270  STATE/COUNTY-  NJ/CUMBERLAND
 DI3270  COUNTRY     -  US
 DI3270  USGS QUAD   -  MILLVILLE (2019)
 DI3270
 DI3270                         *CURRENT SURVEY CONTROL
 DI3270  ______________________________________________________________________
 DI3270* NAD 83(1986) POSITION- 39 27 59.     (N) 075 04 28.     (W)   SCALED
 DI3270* NAVD 88 ORTHO HEIGHT -    15.211 (meters)       49.90  (feet) ADJUSTED
 DI3270  ______________________________________________________________________
 DI3270  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 DI3270  DYNAMIC HEIGHT  -         15.204 (meters)       49.88  (feet) COMP
 DI3270  MODELED GRAVITY -    980,118.5   (mgal)                       NAVD 88
 DI3270
 DI3270  VERT ORDER      -  FIRST     CLASS II
 DI3270
 DI3270.The horizontal coordinates were scaled from a map and have
 DI3270.an estimated accuracy of +/- 6 seconds.
 DI3270
 DI3270.The orthometric height was determined by differential leveling and
 DI3270.adjusted by the NATIONAL GEODETIC SURVEY
 DI3270.in June 2007.
 DI3270
 DI3270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3270.GEOID18 height accuracy estimate available here.
 DI3270
 DI3270.Click photographs - Photos may exist for this station.
 DI3270
 DI3270.The dynamic height is computed by dividing the NAVD 88
 DI3270.geopotential number by the normal gravity value computed on the
 DI3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3270.degrees latitude (g = 980.6199 gals.).
 DI3270
 DI3270.The modeled gravity was interpolated from observed gravity values.
 DI3270
 DI3270;                    North         East    Units  Estimated Accuracy
 DI3270;SPC NJ       -    70,430.      100,570.      MT  (+/- 180 meters Scaled)
 DI3270
 DI3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ935685(NAD 83)
 DI3270
 DI3270                          SUPERSEDED SURVEY CONTROL
 DI3270
 DI3270.No superseded survey control is available for this station.
 DI3270
 DI3270_MARKER: Z = SEE DESCRIPTION
 DI3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3270_STAMPING: 6 B 2
 DI3270_MARK LOGO: NJDT
 DI3270_PROJECTION: FLUSH
 DI3270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3270+STABILITY: SURFACE MOTION
 DI3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3270+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3270
 DI3270  HISTORY     - Date     Condition        Report By
 DI3270  HISTORY     - UNK      MONUMENTED       NJDT
 DI3270  HISTORY     - 20030606 GOOD             NJGS
 DI3270  HISTORY     - 20110512 GOOD             NJGS
 DI3270
 DI3270                          STATION DESCRIPTION
 DI3270
 DI3270'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3270'THE STATION IS LOCATED IN THE CITY OF VINELAND IN THE CENTER GRASS
 DI3270'MEDIAN OF STATE ROUTE  55 AT MILEPOST 31.16.
 DI3270'
 DI3270'THE STATION IS 11.2 M (36.7 FT) EAST FROM THE EAST EDGE OF THE
 DI3270'SOUTHBOUND LANES, 11.3 M (37.1  FT) WEST FROM THE WEST EDGE OF THE
 DI3270'NORTHBOUND LANES, 52.5 M (172.2 FT) NORTH AND NORMAL  TO ALONG THE
 DI3270'CENTER MEDIAN FROM A YELLOW TRAFFIC WARNING SIGN, BRIDGE FREEZES
 DI3270'BEFORE  ROAD SURFACE, ON THE WEST SIDE OF THE SOUTHBOUND LANES, 32.8 M
 DI3270'(107.6 FT) NORTH FROM A  LARGE YELLOW PAINTED TRAFFIC WARNING SIGN,
 DI3270'WHICH FACES TO THE SOUTH, IN THE CENTER  MEDIAN FOR DEER CROSSING AND
 DI3270'0.3 M (1.0 FT) WEST FROM A METAL WITNESS POST WITH SIGN  ATTACHED.
 DI3270'
 DI3270'THE STATION IS A 0.01 M (0.0 FT) DIAMETER BRASS PLUG SET FLUSH IN A
 DI3270'DRILL HOLE IN THE TOP OF A  SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DI3270'WITH THE GROUND.  THE DATUM POINT PUNCH  MARK IS LOCATED AT THE
 DI3270'SOUTHEAST EDGE OF THE PLUG.
 DI3270
 DI3270                          STATION RECOVERY (2011)
 DI3270
 DI3270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3270'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS, THE STATIONS IS
 DI3270'LOCATED .3 METERS SOUTH OF A METAL WITNESS POST AND SIGN.
 DI3270'THE POSITION DETERMINED BY RTN METHODS IS NORTH 39-27-59.11, WEST
 DI3270'75-04-27.71.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2497 ***********************************************************************
 DO2497  DESIGNATION -  6 B 3
 DO2497  PID         -  DO2497
 DO2497  STATE/COUNTY-  NJ/CUMBERLAND
 DO2497  COUNTRY     -  US
 DO2497  USGS QUAD   -  BRIDGETON (2019)
 DO2497
 DO2497                         *CURRENT SURVEY CONTROL
 DO2497  ______________________________________________________________________
 DO2497* NAD 83(1986) POSITION- 39 25 10.16   (N) 075 10 41.71   (W)   HD_HELD1
 DO2497* NAVD 88 ORTHO HEIGHT -    27.142 (meters)       89.05  (feet) ADJUSTED
 DO2497  ______________________________________________________________________
 DO2497  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 DO2497  DYNAMIC HEIGHT  -         27.128 (meters)       89.00  (feet) COMP
 DO2497  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 DO2497
 DO2497  VERT ORDER      -  FIRST     CLASS II
 DO2497
 DO2497.The horizontal coordinates were determined by differentially corrected
 DO2497.hand held GPS observations or other comparable positioning techniques
 DO2497.and have an estimated accuracy of +/- 3 meters.
 DO2497
 DO2497.The orthometric height was determined by differential leveling and
 DO2497.adjusted by the NATIONAL GEODETIC SURVEY
 DO2497.in April 2013.
 DO2497
 DO2497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2497.GEOID18 height accuracy estimate available here.
 DO2497
 DO2497.Click photographs - Photos may exist for this station.
 DO2497
 DO2497.The dynamic height is computed by dividing the NAVD 88
 DO2497.geopotential number by the normal gravity value computed on the
 DO2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2497.degrees latitude (g = 980.6199 gals.).
 DO2497
 DO2497.The modeled gravity was interpolated from observed gravity values.
 DO2497
 DO2497;                    North         East    Units  Estimated Accuracy
 DO2497;SPC NJ       -    65,286.8      91,599.5     MT  (+/- 3 meters HH1 GPS) 
 DO2497
 DO2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8465663344(NAD 83)
 DO2497
 DO2497                          SUPERSEDED SURVEY CONTROL
 DO2497
 DO2497.No superseded survey control is available for this station.
 DO2497
 DO2497_MARKER: DD = SURVEY DISK
 DO2497_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2497_SP_SET: CURB
 DO2497_STAMPING: 6 B 3 2011
 DO2497_MARK LOGO: NJGS
 DO2497_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2497+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2016
 DO2497
 DO2497  HISTORY     - Date     Condition        Report By
 DO2497  HISTORY     - 20110523 MONUMENTED       NJGS
 DO2497  HISTORY     - 20160822 GOOD             NJGS
 DO2497
 DO2497                          STATION DESCRIPTION
 DO2497
 DO2497'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2497'THE STATION IS LOCATED IN FAIRFIELD TOWNSHIP, ON THE SOUTHSIDE OF THE
 DO2497'BRIDGETON-MILLVILLE PIKE (NJ STATE ROUTE 49).
 DO2497'
 DO2497'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ STATE
 DO2497'ROUTE 49) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2497'3.1 MI (5.0 KM) EAST ON ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2497'
 DO2497'THE STATION IS SET IN THE WEST END OF THE CURB PIECE FOR A BUS STOP
 DO2497'PLATFORM AT THE SOUTHWEST CORNER OF ROUTE 49 AND FAIRTON-GOULDTOWN
 DO2497'ROAD (COUNTY ROAD 553) IN THE TOWN OF GOULDTOWN.
 DO2497'
 DO2497'THE STATION IS 64.0 FT (19.5 M) WEST OF THE CENTERLINE OF COUNTY ROAD
 DO2497'553, 23.5 FT (7.2 M) SOUTH OF THE CENTERLINE OF ROUTE 49, 40.0 FT
 DO2497'(12.2 M) WEST OF POLE NUMBER BT133FA, 42 FT (12.8 M) EAST-NORTHEAST OF
 DO2497'THE NORTHEAST CORNER OF A 1.5 STORY FRAME BUSINESS (CROWN CHICKEN
 DO2497'RESTAURANT), 98 FT (29.9 M) EAST OF POLE NUMBER B3990.  THE STATION IS
 DO2497'INLINE WITH AND ACROSS THE HIGHWAY FROM THE EAST WALL FOR HOUSE NUMBER
 DO2497'1162.
 DO2497
 DO2497                          STATION RECOVERY (2016)
 DO2497
 DO2497'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DO2497'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2539 ***********************************************************************
 DO2539  DESIGNATION -  6 B 31
 DO2539  PID         -  DO2539
 DO2539  STATE/COUNTY-  NJ/CUMBERLAND
 DO2539  COUNTRY     -  US
 DO2539  USGS QUAD   -  MILLVILLE (2019)
 DO2539
 DO2539                         *CURRENT SURVEY CONTROL
 DO2539  ______________________________________________________________________
 DO2539* NAD 83(1986) POSITION- 39 25 34.18   (N) 075 02 24.43   (W)   HD_HELD1
 DO2539* NAVD 88 ORTHO HEIGHT -    20.096 (meters)       65.93  (feet) ADJUSTED
 DO2539  ______________________________________________________________________
 DO2539  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 DO2539  DYNAMIC HEIGHT  -         20.085 (meters)       65.90  (feet) COMP
 DO2539  MODELED GRAVITY -    980,121.1   (mgal)                       NAVD 88
 DO2539
 DO2539  VERT ORDER      -  FIRST     CLASS II
 DO2539
 DO2539.The horizontal coordinates were determined by differentially corrected
 DO2539.hand held GPS observations or other comparable positioning techniques
 DO2539.and have an estimated accuracy of +/- 3 meters.
 DO2539
 DO2539.The orthometric height was determined by differential leveling and
 DO2539.adjusted by the NATIONAL GEODETIC SURVEY
 DO2539.in April 2013.
 DO2539
 DO2539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2539.GEOID18 height accuracy estimate available here.
 DO2539
 DO2539.Click photographs - Photos may exist for this station.
 DO2539
 DO2539.The dynamic height is computed by dividing the NAVD 88
 DO2539.geopotential number by the normal gravity value computed on the
 DO2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2539.degrees latitude (g = 980.6199 gals.).
 DO2539
 DO2539.The modeled gravity was interpolated from observed gravity values.
 DO2539
 DO2539;                    North         East    Units  Estimated Accuracy
 DO2539;SPC NJ       -    65,947.2     103,497.9     MT  (+/- 3 meters HH1 GPS) 
 DO2539
 DO2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9654664070(NAD 83)
 DO2539
 DO2539                          SUPERSEDED SURVEY CONTROL
 DO2539
 DO2539.No superseded survey control is available for this station.
 DO2539
 DO2539_MARKER: DD = SURVEY DISK
 DO2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2539_STAMPING: 6 B 31 2011
 DO2539_MARK LOGO: NJDT
 DO2539_PROJECTION: FLUSH
 DO2539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2539+STABILITY: SURFACE MOTION
 DO2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2539+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2019
 DO2539
 DO2539  HISTORY     - Date     Condition        Report By
 DO2539  HISTORY     - UNK      MONUMENTED       NJDT
 DO2539  HISTORY     - 20110712 GOOD             NJGS
 DO2539  HISTORY     - 20180614 GOOD             NJGS
 DO2539  HISTORY     - 20191115 GOOD             NJGS
 DO2539
 DO2539                          STATION DESCRIPTION
 DO2539
 DO2539'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2539'THE STATION IS LOCATED IN THE CITY OF MILLVILLE, ON THE WEST SIDE OF
 DO2539'NEW JERSEY STATE ROUTE 47 (NORTH SECOND STREET), BETWEEN THE PARKING
 DO2539'LOT FOR RESTAURANTS AND ROUTE 47.
 DO2539'
 DO2539'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 47 AND THE NEW JERSEY
 DO2539'ROUTE 55 BRIDGE SPANNING ROUTE 47 GO 0.15 MI (0.2 KM) SOUTH ON ROUTE
 DO2539'47 TO THE STATION ON THE RIGHT.
 DO2539'
 DO2539'THE STATION IS 10.1 FT (3.1 M) WEST OF THE WEST CURB OF SOUTH BOUND
 DO2539'ROUTE 47, 23.2 FT (7.1 M) SOUTH-SOUTHWEST OF POLE NUMBER 2050 62898
 DO2539'31709, 27.6 FT (8.4 M) EAST OF THE EAST LEG OF A BUSINESS SIGN
 DO2539'(LOWE'S), 2 FT (0.6 M) WEST OF THE WEST EDGE OF THE SIDEWALK, 196.6 FT
 DO2539'(59.9 M) SOUTH OF BENCH MARK 6 C 4.
 DO2539
 DO2539                          STATION RECOVERY (2018)
 DO2539
 DO2539'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DO2539'THE STATION IS 3.1 M (10.2 FT) WEST OF THE WEST CURB OF THE RAMP TO
 DO2539'ROUTE 47 SOUTH AND SOUTHEAST OF THE EAST LEG OF A BUSINESS SIGN
 DO2539'(LOWE'S).
 DO2539
 DO2539                          STATION RECOVERY (2019)
 DO2539
 DO2539'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JFL)
 DO2539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4344 ***********************************************************************
 JU4344  DESIGNATION -  6 C 1
 JU4344  PID         -  JU4344
 JU4344  STATE/COUNTY-  NJ/CUMBERLAND
 JU4344  COUNTRY     -  US
 JU4344  USGS QUAD   -  NEWFIELD (2019)
 JU4344
 JU4344                         *CURRENT SURVEY CONTROL
 JU4344  ______________________________________________________________________
 JU4344* NAD 83(2011) POSITION- 39 32 09.95118(N) 075 03 35.15957(W)   ADJUSTED
 JU4344* NAD 83(2011) ELLIP HT-    -9.400 (meters)        (06/27/12)   ADJUSTED
 JU4344* NAD 83(2011) EPOCH   -  2010.00
 JU4344* NAVD 88 ORTHO HEIGHT -    24.3   (meters)       80.    (feet) GPS OBS
 JU4344  ______________________________________________________________________
 JU4344  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4344  GEOID HEIGHT    -        -33.690 (meters)                     GEOID99
 JU4344  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 JU4344  NAD 83(2011) X  -  1,269,887.948 (meters)                     COMP
 JU4344  NAD 83(2011) Y  - -4,759,138.269 (meters)                     COMP
 JU4344  NAD 83(2011) Z  -  4,038,389.207 (meters)                     COMP
 JU4344  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 JU4344
 JU4344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4344  Standards:
 JU4344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4344  -------------------------------------------------------------------
 JU4344  NETWORK    0.56   0.96           0.26   0.19   0.49     -0.02542125
 JU4344  -------------------------------------------------------------------
 JU4344  Click here for local accuracies and other accuracy information.
 JU4344
 JU4344.The horizontal coordinates were established by GPS observations
 JU4344.and adjusted by the National Geodetic Survey in June 2012.
 JU4344
 JU4344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4344.been affixed to the stable North American tectonic plate. See 
 JU4344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4344
 JU4344.The horizontal coordinates are valid at the epoch date displayed above
 JU4344.which is a decimal equivalence of Year/Month/Day.
 JU4344
 JU4344.The orthometric height was determined by GPS observations and a
 JU4344.high-resolution geoid model.
 JU4344
 JU4344.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4344.GEOID18 height accuracy estimate available here.
 JU4344
 JU4344.Click photographs - Photos may exist for this station.
 JU4344
 JU4344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4344
 JU4344.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4344
 JU4344.The ellipsoidal height was determined by GPS observations
 JU4344.and is referenced to NAD 83.
 JU4344
 JU4344. The following values were computed from the NAD 83(2011) position.
 JU4344
 JU4344;                    North         East     Units Scale Factor Converg.
 JU4344;SPC NJ       -    78,162.014   101,882.146   MT  0.99992850   -0 21 22.8
 JU4344;SPC NJ       -   256,436.54    334,258.34   sFT  0.99992850   -0 21 22.8
 JU4344;UTM  18      - 4,376,272.354   494,863.990   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9486376272(NAD 83)
 JU4344
 JU4344                          SUPERSEDED SURVEY CONTROL
 JU4344
 JU4344  NAD 83(2007)-  39 32 09.95129(N)    075 03 35.16002(W) AD(2002.00) 0
 JU4344  ELLIP H (02/10/07)   -9.390  (m)                       GP(2002.00)    
 JU4344  ELLIP H (09/25/02)   -9.378  (m)                       GP(       ) 4 1
 JU4344  NAD 83(1996)-  39 32 09.95125(N)    075 03 35.16023(W) AD(       ) 1
 JU4344  ELLIP H (05/14/99)   -9.384  (m)                       GP(       ) 4 1
 JU4344  NAD 83(1992)-  39 32 09.95003(N)    075 03 35.15973(W) AD(       ) 1
 JU4344  NAVD 88 (08/31/93)   24.3    (m)  GEOID93  model used  GPS OBS        
 JU4344
 JU4344.Superseded values are not recommended for survey control.
 JU4344
 JU4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4344.See file dsdata.pdf to determine how the superseded data were derived.
 JU4344
 JU4344_MARKER: DD = SURVEY DISK
 JU4344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DI3271 ***********************************************************************
 DI3271  DESIGNATION -  6 C 2
 DI3271  PID         -  DI3271
 DI3271  STATE/COUNTY-  NJ/CUMBERLAND
 DI3271  COUNTRY     -  US
 DI3271  USGS QUAD   -  MILLVILLE (2019)
 DI3271
 DI3271                         *CURRENT SURVEY CONTROL
 DI3271  ______________________________________________________________________
 DI3271* NAD 83(1986) POSITION- 39 25 40.99   (N) 075 02 20.76   (W)   HD_HELD1
 DI3271* NAVD 88 ORTHO HEIGHT -    22.660 (meters)       74.34  (feet) ADJUSTED
 DI3271  ______________________________________________________________________
 DI3271  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 DI3271  DYNAMIC HEIGHT  -         22.648 (meters)       74.30  (feet) COMP
 DI3271  MODELED GRAVITY -    980,120.9   (mgal)                       NAVD 88
 DI3271
 DI3271  VERT ORDER      -  FIRST     CLASS II
 DI3271
 DI3271.The horizontal coordinates were determined by differentially corrected
 DI3271.hand held GPS observations or other comparable positioning techniques
 DI3271.and have an estimated accuracy of +/- 3 meters.
 DI3271
 DI3271.The orthometric height was determined by differential leveling and
 DI3271.adjusted by the NATIONAL GEODETIC SURVEY
 DI3271.in June 2007.
 DI3271
 DI3271.No vertical observational check was made to the station.
 DI3271
 DI3271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3271.GEOID18 height accuracy estimate available here.
 DI3271
 DI3271.Click photographs - Photos may exist for this station.
 DI3271
 DI3271.The dynamic height is computed by dividing the NAVD 88
 DI3271.geopotential number by the normal gravity value computed on the
 DI3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3271.degrees latitude (g = 980.6199 gals.).
 DI3271
 DI3271.The modeled gravity was interpolated from observed gravity values.
 DI3271
 DI3271;                    North         East    Units  Estimated Accuracy
 DI3271;SPC NJ       -    66,156.6     103,586.9     MT  (+/- 3 meters HH1 GPS) 
 DI3271
 DI3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9663464280(NAD 83)
 DI3271
 DI3271                          SUPERSEDED SURVEY CONTROL
 DI3271
 DI3271.No superseded survey control is available for this station.
 DI3271
 DI3271_MARKER: Z = SEE DESCRIPTION
 DI3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3271_STAMPING: 6 C 2
 DI3271_MARK LOGO: NJDT
 DI3271_PROJECTION: FLUSH
 DI3271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3271+STABILITY: SURFACE MOTION
 DI3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3271+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2019
 DI3271
 DI3271  HISTORY     - Date     Condition        Report By
 DI3271  HISTORY     - UNK      MONUMENTED       NJDT
 DI3271  HISTORY     - 20030606 GOOD             NJGS
 DI3271  HISTORY     - 20110512 GOOD             NJGS
 DI3271  HISTORY     - 20191113 GOOD             NJGS
 DI3271
 DI3271                          STATION DESCRIPTION
 DI3271
 DI3271'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3271'THE STATION IS LOCATED IN THE CITY OF MILLVILLE IN THE CENTER GRASS
 DI3271'MEDIAN OF STATE ROUTE  55 AT MILEPOST 27.72, JUST SOUTH FROM THE
 DI3271'BRIDGES CARRYING STATE ROUTE 55 OVER STATE  ROUTE 47.
 DI3271'
 DI3271'THE STATION IS 12.0 M (39.4 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 DI3271'THE NORTHBOUND  LANES, 11.6 M (38.1 FT) NORTHEAST FROM THE NORTHEAST
 DI3271'EDGE OF THE SOUTHBOUND LANES, 11.9  M (39.0 FT) SOUTHEAST FROM THE END
 DI3271'OF THE STEEL BEAM GUIDERAIL ON THE SOUTHWEST SIDE OF  THE NORTHBOUND
 DI3271'LANES, 15.2 M (49.9 FT) NORTHWEST FROM AN INLET IN THE CENTER MEDIAN
 DI3271'AND  0.3 M (1.0 FT) SOUTH SOUTHEAST FROM A METAL WITNESS POST WITH
 DI3271'SIGN ATTACHED.
 DI3271'
 DI3271'THE STATION IS A 0.01 M (0.0 FT) DIAMETER BRASS PLUG SET FLUSH IN A
 DI3271'DRILL HOLE IN THE TOP OF A  SQUARE CONCRETE MONUMENT THAT IS 0.01 M
 DI3271'(0.0 FT) BELOW THE GROUND.  THE BRASS PLUG  CONTAINS THREE PUNCH MARKS
 DI3271'AROUND THE PERIMETER, HOWEVER, THE CENTER PUNCH MARK  ADJACENT TO THE
 DI3271'CAST LETTER J OF NJ IS THE DATUM POINT.
 DI3271
 DI3271                          STATION RECOVERY (2011)
 DI3271
 DI3271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3271'RECOVERED IN GOOD CONDITION.
 DI3271
 DI3271                          STATION RECOVERY (2019)
 DI3271
 DI3271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JFL)
 DI3271'WITNESS POST IS DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2498 ***********************************************************************
 DO2498  DESIGNATION -  6 C 3
 DO2498  PID         -  DO2498
 DO2498  STATE/COUNTY-  NJ/CUMBERLAND
 DO2498  COUNTRY     -  US
 DO2498  USGS QUAD   -  BRIDGETON (2019)
 DO2498
 DO2498                         *CURRENT SURVEY CONTROL
 DO2498  ______________________________________________________________________
 DO2498* NAD 83(1986) POSITION- 39 25 39.40   (N) 075 13 21.73   (W)   HD_HELD1
 DO2498* NAVD 88 ORTHO HEIGHT -     8.266 (meters)       27.12  (feet) ADJUSTED
 DO2498  ______________________________________________________________________
 DO2498  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 DO2498  DYNAMIC HEIGHT  -          8.262 (meters)       27.11  (feet) COMP
 DO2498  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DO2498
 DO2498  VERT ORDER      -  FIRST     CLASS II
 DO2498
 DO2498.The horizontal coordinates were determined by differentially corrected
 DO2498.hand held GPS observations or other comparable positioning techniques
 DO2498.and have an estimated accuracy of +/- 3 meters.
 DO2498
 DO2498.The orthometric height was determined by differential leveling and
 DO2498.adjusted by the NATIONAL GEODETIC SURVEY
 DO2498.in March 2017.
 DO2498
 DO2498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2498.GEOID18 height accuracy estimate available here.
 DO2498
 DO2498.Click photographs - Photos may exist for this station.
 DO2498
 DO2498.The dynamic height is computed by dividing the NAVD 88
 DO2498.geopotential number by the normal gravity value computed on the
 DO2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2498.degrees latitude (g = 980.6199 gals.).
 DO2498
 DO2498.The modeled gravity was interpolated from observed gravity values.
 DO2498
 DO2498;                    North         East    Units  Estimated Accuracy
 DO2498;SPC NJ       -    66,218.1      87,779.3     MT  (+/- 3 meters HH1 GPS) 
 DO2498
 DO2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8083264254(NAD 83)
 DO2498
 DO2498                          SUPERSEDED SURVEY CONTROL
 DO2498
 DO2498  NAVD 88 (04/17/13)    8.271  (m)           27.14   (f) SUPERSEDED  1 2
 DO2498
 DO2498.Superseded values are not recommended for survey control.
 DO2498
 DO2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO2498.See file dsdata.pdf to determine how the superseded data were derived.
 DO2498
 DO2498_MARKER: DD = SURVEY DISK
 DO2498_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO2498_SP_SET: OUTFLOW CHAMBER
 DO2498_STAMPING: 6 C 3 2011
 DO2498_MARK LOGO: NJGS
 DO2498_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2498+STABILITY: SURFACE MOTION
 DO2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2498+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2016
 DO2498
 DO2498  HISTORY     - Date     Condition        Report By
 DO2498  HISTORY     - 20110523 MONUMENTED       NJGS
 DO2498  HISTORY     - 20160812 GOOD             NJGS
 DO2498
 DO2498                          STATION DESCRIPTION
 DO2498
 DO2498'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2498'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, SET IN A DRILL HOLE
 DO2498'IN THE SOUTHWEST CORNER OF THE DAM SPILLWAY CONTROL GATES OF EAST LAKE
 DO2498'ON THE NORTH SIDE EAST COMMERCE STREET.
 DO2498'
 DO2498'TO REACH THE STATION FROM THE JUNCTION OF EAST COMMERCE STREET (COUNTY
 DO2498'ROAD 670) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2498'0.55 MI (0.9 KM) EAST ON EAST COMMERCE STREET TO THE STATION ON THE
 DO2498'LEFT.
 DO2498'
 DO2498'THE STATION IS 15.7 FT (4.8 M) NORTH OF THE NORTH CURB OF COMMERCE
 DO2498'STREET EAST, 43.0 FT (13.1 M) NORTHEAST OF POLE NUMBER 19, 123.0 FT
 DO2498'(37.5 M) EAST OF THE NAME SIGN FOR THE LAKE (EAST LAKE), 78.5 FT (23.9
 DO2498'M) NORTHWEST OF POLE NUMBER B-48000, 53.0 FT (16.2 M) WEST OF THE
 DO2498'CENTERLINE OF THE DRIVEWAY LEADING TO LOCHWOLD, 18.7 FT (5.7 M)
 DO2498'NORTH-NORTHEAST OF A FIRE HYDRANT.  THE STATION IS BEHIND THE STONE
 DO2498'WALL.
 DO2498
 DO2498                          STATION RECOVERY (2016)
 DO2498
 DO2498'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DO2498'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2540 ***********************************************************************
 DO2540  DESIGNATION -  6 C 4
 DO2540  PID         -  DO2540
 DO2540  STATE/COUNTY-  NJ/CUMBERLAND
 DO2540  COUNTRY     -  US
 DO2540  USGS QUAD   -  MILLVILLE (2019)
 DO2540
 DO2540                         *CURRENT SURVEY CONTROL
 DO2540  ______________________________________________________________________
 DO2540* NAD 83(1986) POSITION- 39 25 36.18   (N) 075 02 24.82   (W)   HD_HELD1
 DO2540* NAVD 88 ORTHO HEIGHT -    18.157 (meters)       59.57  (feet) ADJUSTED
 DO2540  ______________________________________________________________________
 DO2540  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 DO2540  DYNAMIC HEIGHT  -         18.148 (meters)       59.54  (feet) COMP
 DO2540  MODELED GRAVITY -    980,121.0   (mgal)                       NAVD 88
 DO2540
 DO2540  VERT ORDER      -  FIRST     CLASS II
 DO2540
 DO2540.The horizontal coordinates were determined by differentially corrected
 DO2540.hand held GPS observations or other comparable positioning techniques
 DO2540.and have an estimated accuracy of +/- 3 meters.
 DO2540
 DO2540.The orthometric height was determined by differential leveling and
 DO2540.adjusted by the NATIONAL GEODETIC SURVEY
 DO2540.in April 2013.
 DO2540
 DO2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2540.GEOID18 height accuracy estimate available here.
 DO2540
 DO2540.Click photographs - Photos may exist for this station.
 DO2540
 DO2540.The dynamic height is computed by dividing the NAVD 88
 DO2540.geopotential number by the normal gravity value computed on the
 DO2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2540.degrees latitude (g = 980.6199 gals.).
 DO2540
 DO2540.The modeled gravity was interpolated from observed gravity values.
 DO2540
 DO2540;                    North         East    Units  Estimated Accuracy
 DO2540;SPC NJ       -    66,008.9     103,488.9     MT  (+/- 3 meters HH1 GPS) 
 DO2540
 DO2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9653764132(NAD 83)
 DO2540
 DO2540                          SUPERSEDED SURVEY CONTROL
 DO2540
 DO2540.No superseded survey control is available for this station.
 DO2540
 DO2540_MARKER: DD = SURVEY DISK
 DO2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2540_STAMPING: 6 C 4 2011
 DO2540_MARK LOGO: NJDT
 DO2540_PROJECTION: FLUSH
 DO2540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2540+STABILITY: SURFACE MOTION
 DO2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2540+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2019
 DO2540
 DO2540  HISTORY     - Date     Condition        Report By
 DO2540  HISTORY     - UNK      MONUMENTED       NJDT
 DO2540  HISTORY     - 20110712 GOOD             NJGS
 DO2540  HISTORY     - 20191115 GOOD             NJGS
 DO2540
 DO2540                          STATION DESCRIPTION
 DO2540
 DO2540'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2540'THE STATION IS LOCATED IN THE CITY OF MILLVILLE, ON THE WEST SIDE OF
 DO2540'NEW JERSEY STATE ROUTE 47 (NORTH SECOND STREET), AT THE NORTHEAST
 DO2540'CORNER OF A RESTAURANT (CHILES)PARKING LOT.
 DO2540'
 DO2540'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 47 AND THE NEW JERSEY
 DO2540'ROUTE 55 BRIDGE SPANNING ROUTE 47 GO 0.1 MI (0.2 KM) SOUTH ON ROUTE 47
 DO2540'TO THE STATION ON THE RIGHT.
 DO2540'
 DO2540'THE STATION IS 9.7 FT (3.0 M) WEST OF THE WEST CURB OF THE ON RAMP
 DO2540'LEADING FROM THE SOUTH BOUND LANES OF ROUTE 55 (EXIT 27) TO THE SOUTH
 DO2540'BOUND LANES OF ROUTE 47, 11.2 FT (3.4 M) NORTH OF POLE WITH NO NUMBER
 DO2540'WITH A STREET LIGHT, 13.6 FT (4.1 M) NORTHEAST OF POLE NUMBER 62895
 DO2540'31723, 19.6 FT (6.0 M) SOUTHWEST OF A 7 FT (2.1 M) HIGH ALUMINUM
 DO2540'ELECTRICAL BOX (NUMBER 0602118), 29.3 FT (8.9 M) EAST OF THE NORTHEAST
 DO2540'CORNER OF THE CHILES PARKING LOT.
 DO2540
 DO2540                          STATION RECOVERY (2019)
 DO2540
 DO2540'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JFL)
 DO2540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4345 ***********************************************************************
 JU4345  DESIGNATION -  6 D 1
 JU4345  PID         -  JU4345
 JU4345  STATE/COUNTY-  NJ/CUMBERLAND
 JU4345  COUNTRY     -  US
 JU4345  USGS QUAD   -  NEWFIELD (2019)
 JU4345
 JU4345                         *CURRENT SURVEY CONTROL
 JU4345  ______________________________________________________________________
 JU4345* NAD 83(2011) POSITION- 39 33 49.03561(N) 075 03 38.15619(W)   ADJUSTED
 JU4345* NAD 83(2011) ELLIP HT-    -7.833 (meters)        (06/27/12)   ADJUSTED
 JU4345* NAD 83(2011) EPOCH   -  2010.00
 JU4345* NAVD 88 ORTHO HEIGHT -    25.790 (meters)       84.61  (feet) ADJUSTED
 JU4345  ______________________________________________________________________
 JU4345  GEOID HEIGHT    -        -33.637 (meters)                     GEOID18
 JU4345  NAD 83(2011) X  -  1,269,317.500 (meters)                     COMP
 JU4345  NAD 83(2011) Y  - -4,757,277.866 (meters)                     COMP
 JU4345  NAD 83(2011) Z  -  4,040,746.454 (meters)                     COMP
 JU4345  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 JU4345  DYNAMIC HEIGHT  -         25.777 (meters)       84.57  (feet) COMP
 JU4345  MODELED GRAVITY -    980,116.9   (mgal)                       NAVD 88
 JU4345
 JU4345  VERT ORDER      -  FIRST     CLASS II
 JU4345
 JU4345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4345  Standards:
 JU4345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4345  -------------------------------------------------------------------
 JU4345  NETWORK    0.43   0.76           0.20   0.14   0.39     -0.02912982
 JU4345  -------------------------------------------------------------------
 JU4345  Click here for local accuracies and other accuracy information.
 JU4345
 JU4345.The horizontal coordinates were established by GPS observations
 JU4345.and adjusted by the National Geodetic Survey in June 2012.
 JU4345
 JU4345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4345.been affixed to the stable North American tectonic plate. See 
 JU4345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4345
 JU4345.The horizontal coordinates are valid at the epoch date displayed above
 JU4345.which is a decimal equivalence of Year/Month/Day.
 JU4345
 JU4345.The orthometric height was determined by differential leveling and
 JU4345.adjusted by the NATIONAL GEODETIC SURVEY
 JU4345.in June 2007.
 JU4345
 JU4345.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4345.GEOID18 height accuracy estimate available here.
 JU4345
 JU4345.Click photographs - Photos may exist for this station.
 JU4345
 JU4345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4345
 JU4345.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4345
 JU4345.The ellipsoidal height was determined by GPS observations
 JU4345.and is referenced to NAD 83.
 JU4345
 JU4345.The dynamic height is computed by dividing the NAVD 88
 JU4345.geopotential number by the normal gravity value computed on the
 JU4345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4345.degrees latitude (g = 980.6199 gals.).
 JU4345
 JU4345.The modeled gravity was interpolated from observed gravity values.
 JU4345
 JU4345. The following values were computed from the NAD 83(2011) position.
 JU4345
 JU4345;                    North         East     Units Scale Factor Converg.
 JU4345;SPC NJ       -    81,218.000   101,829.629   MT  0.99992856   -0 21 25.5
 JU4345;SPC NJ       -   266,462.72    334,086.04   sFT  0.99992856   -0 21 25.5
 JU4345;UTM  18      - 4,379,326.999   494,794.516   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  =   0.99960156
 JU4345
 JU4345:                Primary Azimuth Mark                     Grid Az
 JU4345:SPC NJ       -  6 E 1                                    168 06 39.9
 JU4345:UTM  18      -  6 E 1                                    167 47 33.4
 JU4345
 JU4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9479479326(NAD 83)
 JU4345
 JU4345|---------------------------------------------------------------------|
 JU4345| PID    Reference Object                     Distance      Geod. Az  |
 JU4345|                                                           dddmmss.s |
 JU4345| JU4346 6 E 1                               420.132 METERS 1674514.4 |
 JU4345|---------------------------------------------------------------------|
 JU4345
 JU4345                          SUPERSEDED SURVEY CONTROL
 JU4345
 JU4345  NAD 83(2007)-  39 33 49.03571(N)    075 03 38.15676(W) AD(2002.00) 0
 JU4345  ELLIP H (02/10/07)   -7.824  (m)                       GP(2002.00)    
 JU4345  ELLIP H (09/25/02)   -7.810  (m)                       GP(       ) 4 1
 JU4345  NAD 83(1996)-  39 33 49.03559(N)    075 03 38.15684(W) AD(       ) 1
 JU4345  ELLIP H (05/14/99)   -7.818  (m)                       GP(       ) 4 1
 JU4345  NAD 83(1992)-  39 33 49.03433(N)    075 03 38.15644(W) AD(       ) 1
 JU4345  NAVD 88 (03/31/00)   25.8    (m)  GEOID99  model used  GPS OBS        
 JU4345  NAVD 88 (08/31/93)   25.8    (m)  GEOID93  model used  GPS OBS        
 JU4345
 JU4345.Superseded values are not recommended for survey control.
 JU4345
 JU4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4345.See file dsdata.pdf to determine how the superseded data were derived.
 JU4345
 JU4345_MARKER: DD = SURVEY DISK
 JU4345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4345_STAMPING: 6 D 1 1992
 JU4345_MARK LOGO: NJGS
 JU4345_PROJECTION: FLUSH
 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 24, 2024
 JU4345
 JU4345  HISTORY     - Date     Condition        Report By
 JU4345  HISTORY     - 1992     MONUMENTED       NJGS
 JU4345  HISTORY     - 19990701 GOOD             NJGS
 JU4345  HISTORY     - 20030616 GOOD             NJGS
 JU4345  HISTORY     - 20110512 GOOD             NJGS
 JU4345  HISTORY     - 20200604 GOOD             NJGS
 JU4345  HISTORY     - 20240724 GOOD             AAAS
 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.
 JU4345'
 JU4345'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 AND U.S.
 JU4345'HIGHWAY 40 IN MALAGA, GO SOUTH ON STATE HIGHWAY 55 FOR 1.40 MI
 JU4345'(2.25 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND
 JU4345'BETWEEN TWO METAL WITNESS POST AND OPPOSITE MILE POST MARKER 38.
 JU4345'
 JU4345'THE STATION IS ALSO ABOUT 0.3 MI (0.5 KM) SOUTH FROM THE BRIDGE OVER
 JU4345'SCOTLAND RUN, STRUCTURE NUMBER 0610171, THE SALEM AND CUMBERLAND
 JU4345'COUNTY LINE.
 JU4345'
 JU4345'THE STATION IS 7.4 M (24.3 FT) EAST FROM THE EAST EDGE OF PAVEMENT OF
 JU4345'THE SOUTHBOUND LANES, 12.4 M (40.7 FT) EAST FROM THE CENTERLINE OF THE
 JU4345'SOUTHBOUND LANES, 15.3 M (50.2 FT) WEST FROM THE WEST EDGE OF PAVEMENT
 JU4345'OF THE NORTHBOUND LANES, 21.2 M (69.6 FT) EAST FROM MILE POST MARKER
 JU4345'38 ON THE WEST EDGE OF THE SOUTHBOUND LANES, 8.4 M (27.6 FT)
 JU4345'SOUTHWEST FROM A DOUBLE INLET IN THE CENTER OF THE GRASS MEDIAN, 28.7
 JU4345'M (94.2 FT) WEST FROM MILE POST MARKER 38 ON THE EAST EDGE OF THE
 JU4345'NORTHBOUND LANES, 11.85 M (38.88 FT) SOUTHEAST FROM A STEEL SPIKE SET
 JU4345'FLUSH IN THE EAST SHOULDER OF THE SOUTHBOUND LANES, 8.15 M (26.74 FT)
 JU4345'EAST FROM A STEEL SPIKE SET FLUSH IN THE EAST SHOULDER OF THE
 JU4345'SOUTHBOUND LANES AND 10.20 M (33.46 FT) NORTHEAST FROM A STEEL SPIKE
 JU4345'SET FLUSH IN THE EAST 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.
 JU4345
 JU4345                          STATION RECOVERY (2003)
 JU4345
 JU4345'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU4345'RECOVERED AS DESCRIBED.
 JU4345
 JU4345                          STATION RECOVERY (2011)
 JU4345
 JU4345'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 JU4345'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS, THE STATIONS IS
 JU4345'LOCATED 12.1 METERS WEST SOUTH WEST OF A METAL SIGN THAT READS NO
 JU4345'TURNS OFFICIAL USE ONLY, AND 13.9 METERS SOUTH SOUTHEAST OF THE CENTER
 JU4345'LINE OF A PAVED TURNAROUND.
 JU4345
 JU4345                          STATION RECOVERY (2020)
 JU4345
 JU4345'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU4345'THE STATION IS 7.0 M (23.0 FT) EAST FROM THE EAST EDGE OF PAVEMENT OF
 JU4345'THE SOUTHBOUND LANES.
 JU4345
 JU4345                          STATION RECOVERY (2024)
 JU4345
 JU4345'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 JU4345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3272 ***********************************************************************
 DI3272  DESIGNATION -  6 D 2
 DI3272  PID         -  DI3272
 DI3272  STATE/COUNTY-  NJ/CUMBERLAND
 DI3272  COUNTRY     -  US
 DI3272  USGS QUAD   -  MILLVILLE (2019)
 DI3272
 DI3272                         *CURRENT SURVEY CONTROL
 DI3272  ______________________________________________________________________
 DI3272* NAD 83(1986) POSITION- 39 25 38.16   (N) 075 02 05.38   (W)   HD_HELD1
 DI3272* NAVD 88 ORTHO HEIGHT -    21.677 (meters)       71.12  (feet) ADJUSTED
 DI3272  ______________________________________________________________________
 DI3272  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 DI3272  DYNAMIC HEIGHT  -         21.666 (meters)       71.08  (feet) COMP
 DI3272  MODELED GRAVITY -    980,120.8   (mgal)                       NAVD 88
 DI3272
 DI3272  VERT ORDER      -  FIRST     CLASS II
 DI3272
 DI3272.The horizontal coordinates were determined by differentially corrected
 DI3272.hand held GPS observations or other comparable positioning techniques
 DI3272.and have an estimated accuracy of +/- 3 meters.
 DI3272
 DI3272.The orthometric height was determined by differential leveling and
 DI3272.adjusted by the NATIONAL GEODETIC SURVEY
 DI3272.in June 2007.
 DI3272
 DI3272.No vertical observational check was made to the station.
 DI3272
 DI3272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3272.GEOID18 height accuracy estimate available here.
 DI3272
 DI3272.Click photographs - Photos may exist for this station.
 DI3272
 DI3272.The dynamic height is computed by dividing the NAVD 88
 DI3272.geopotential number by the normal gravity value computed on the
 DI3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3272.degrees latitude (g = 980.6199 gals.).
 DI3272
 DI3272.The modeled gravity was interpolated from observed gravity values.
 DI3272
 DI3272;                    North         East    Units  Estimated Accuracy
 DI3272;SPC NJ       -    66,067.2     103,954.2     MT  (+/- 3 meters HH1 GPS) 
 DI3272
 DI3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9700264193(NAD 83)
 DI3272
 DI3272                          SUPERSEDED SURVEY CONTROL
 DI3272
 DI3272.No superseded survey control is available for this station.
 DI3272
 DI3272_MARKER: Z = SEE DESCRIPTION
 DI3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3272_STAMPING: 6 D 2
 DI3272_MARK LOGO: NJDT
 DI3272_PROJECTION: FLUSH
 DI3272_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3272+STABILITY: SURFACE MOTION
 DI3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3272+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2019
 DI3272
 DI3272  HISTORY     - Date     Condition        Report By
 DI3272  HISTORY     - UNK      MONUMENTED       NJDT
 DI3272  HISTORY     - 20030606 GOOD             NJGS
 DI3272  HISTORY     - 20110512 GOOD             NJGS
 DI3272  HISTORY     - 20191115 GOOD             NJGS
 DI3272
 DI3272                          STATION DESCRIPTION
 DI3272
 DI3272'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3272'THE STATION IS LOCATED IN THE CITY OF VINELAND IN THE CENTER GRASS
 DI3272'MEDIAN OF STATE ROUTE  55 AT MILEPOST 27.45, JUST WEST FROM THE
 DI3272'BRIDGES CARRYING STATE ROUTE 55 NORTHBOUND  AND SOUTHBOUND OVER
 DI3272'SOUTHWEST BOULEVARD AND THE PENNSYLVANIA READING RAILROAD.
 DI3272'
 DI3272'THE STATION IS 11.9 M (39.0 FT) NORTHEAST FROM THE NORTHEAST EDGE OF
 DI3272'THE SOUTHBOUND  LANES, 11.9 M (39.0 FT) SOUTHWEST FROM THE SOUTHWEST
 DI3272'EDGE OF THE NORTHBOUND LANES, 14.9  M (48.9 FT) SOUTHEAST FROM AN
 DI3272'INLET IN THE CENTER MEDIAN, 52.7 M (172.9 FT) EAST FROM A  BROWN
 DI3272'PAINTED TRAFFIC SIGN, WHEATON VILLAGE NEXT RIGHT, ON THE EAST SIDE OF
 DI3272'THE  SOUTHBOUND LANES AND 0.2 M (0.7 FT) SOUTHWEST FROM A METAL
 DI3272'WITNESS POST WITH SIGN  ATTACHED.
 DI3272'
 DI3272'THE STATION IS A 0.01 M (0.0 FT) DIAMETER BRASS PLUG SET FLUSH IN A
 DI3272'DRILL HOLE IN THE TOP OF A  SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DI3272'WITH THE GROUND.  THE DATUM POINT IS THE  PUNCH MARK IN THE CENTER OF
 DI3272'THE PLUG.
 DI3272
 DI3272                          STATION RECOVERY (2011)
 DI3272
 DI3272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3272'RECOVERED IN GOOD CONDITION.
 DI3272
 DI3272                          STATION RECOVERY (2019)
 DI3272
 DI3272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JFL)
 DI3272'WITNESS POST IS DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2501 ***********************************************************************
 DO2501  DESIGNATION -  6 D 3
 DO2501  PID         -  DO2501
 DO2501  STATE/COUNTY-  NJ/CUMBERLAND
 DO2501  COUNTRY     -  US
 DO2501  USGS QUAD   -  BRIDGETON (2019)
 DO2501
 DO2501                         *CURRENT SURVEY CONTROL
 DO2501  ______________________________________________________________________
 DO2501* NAD 83(1986) POSITION- 39 25 45.20   (N) 075 14 09.78   (W)   HD_HELD1
 DO2501* NAVD 88 ORTHO HEIGHT -     4.177 (meters)       13.70  (feet) ADJUSTED
 DO2501  ______________________________________________________________________
 DO2501  GEOID HEIGHT    -        -33.808 (meters)                     GEOID18
 DO2501  DYNAMIC HEIGHT  -          4.174 (meters)       13.69  (feet) COMP
 DO2501  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DO2501
 DO2501  VERT ORDER      -  FIRST     CLASS II
 DO2501
 DO2501.The horizontal coordinates were determined by differentially corrected
 DO2501.hand held GPS observations or other comparable positioning techniques
 DO2501.and have an estimated accuracy of +/- 3 meters.
 DO2501
 DO2501.The orthometric height was determined by differential leveling and
 DO2501.adjusted by the NATIONAL GEODETIC SURVEY
 DO2501.in April 2013.
 DO2501
 DO2501.No vertical observational check was made to the station.
 DO2501
 DO2501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2501.GEOID18 height accuracy estimate available here.
 DO2501
 DO2501.Click photographs - Photos may exist for this station.
 DO2501
 DO2501.The dynamic height is computed by dividing the NAVD 88
 DO2501.geopotential number by the normal gravity value computed on the
 DO2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2501.degrees latitude (g = 980.6199 gals.).
 DO2501
 DO2501.The modeled gravity was interpolated from observed gravity values.
 DO2501
 DO2501;                    North         East    Units  Estimated Accuracy
 DO2501;SPC NJ       -    66,406.3      86,631.7     MT  (+/- 3 meters HH1 GPS) 
 DO2501
 DO2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7968464436(NAD 83)
 DO2501
 DO2501                          SUPERSEDED SURVEY CONTROL
 DO2501
 DO2501.No superseded survey control is available for this station.
 DO2501
 DO2501_MARKER: DD = SURVEY DISK
 DO2501_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2501_SP_SET: BRIDGE BALUSTRADE ABUTMENT
 DO2501_STAMPING: 6 D 3 2011
 DO2501_MARK LOGO: NJGS
 DO2501_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2501+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2011
 DO2501
 DO2501  HISTORY     - Date     Condition        Report By
 DO2501  HISTORY     - 20110523 MONUMENTED       NJGS
 DO2501
 DO2501                          STATION DESCRIPTION
 DO2501
 DO2501'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2501'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, SET VERTICALLY IN A
 DO2501'DRILL HOLE IN THE SOUTH FACE OF THE EAST END OF THE NORTH PILASTER ON
 DO2501'THE EAST COMMERCE STREET (COUNTY ROAD 531) ARCH BRIDGE SPANNING THE
 DO2501'COHANSEY CREEK.
 DO2501'
 DO2501'TO REACH THE STATION FROM THE JUNCTION OF EAST COMMERCE STREET AND
 DO2501'NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO 0.15 MI (0.2
 DO2501'KM) WEST ON EAST COMMERCE STREET TO THE STATION ON THE RIGHT.
 DO2501'
 DO2501'THE STATION IS 32.0 FT (9.8 M) EAST OF THE CENTER OF THE BRIDGE, 23.0
 DO2501'FT (7.0 M) NORTH OF THE CENTERLINE OF EAST COMMERCE STREET, 285 FT
 DO2501'(86.9 M) EAST OF THE CENTERLINE OF MAYOR AKIEN DRIVE (COUNTY ROAD
 DO2501'697), 26.0 FT (7.9 M) NORTH-NORTHWEST OF LIGHT POLE NUMBER B36492.
 DO2501'THE STATION IS SET WEST OF THE NAMEPLATE FOR THE BRIDGE, ABOUT 2 FT
 DO2501'(0.6 M) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4035 ***********************************************************************
 DQ4035  DESIGNATION -  6 D 4
 DQ4035  PID         -  DQ4035
 DQ4035  STATE/COUNTY-  NJ/CUMBERLAND
 DQ4035  COUNTRY     -  US
 DQ4035  USGS QUAD   -  BRIDGETON (2019)
 DQ4035
 DQ4035                         *CURRENT SURVEY CONTROL
 DQ4035  ______________________________________________________________________
 DQ4035* NAD 83(1986) POSITION- 39 25 22.49   (N) 075 12 21.16   (W)   HD_HELD1
 DQ4035* NAVD 88 ORTHO HEIGHT -    24.779 (meters)       81.30  (feet) ADJUSTED
 DQ4035  ______________________________________________________________________
 DQ4035  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 DQ4035  DYNAMIC HEIGHT  -         24.767 (meters)       81.26  (feet) COMP
 DQ4035  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DQ4035
 DQ4035  VERT ORDER      -  FIRST     CLASS II
 DQ4035
 DQ4035.The horizontal coordinates were determined by differentially corrected
 DQ4035.hand held GPS observations or other comparable positioning techniques
 DQ4035.and have an estimated accuracy of +/- 3 meters.
 DQ4035
 DQ4035.The orthometric height was determined by differential leveling and
 DQ4035.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4035.in March 2017.
 DQ4035
 DQ4035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4035.GEOID18 height accuracy estimate available here.
 DQ4035
 DQ4035.Click photographs - Photos may exist for this station.
 DQ4035
 DQ4035.The dynamic height is computed by dividing the NAVD 88
 DQ4035.geopotential number by the normal gravity value computed on the
 DQ4035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4035.degrees latitude (g = 980.6199 gals.).
 DQ4035
 DQ4035.The modeled gravity was interpolated from observed gravity values.
 DQ4035
 DQ4035;                    North         East    Units  Estimated Accuracy
 DQ4035;SPC NJ       -    65,685.2      89,223.8     MT  (+/- 3 meters HH1 GPS) 
 DQ4035
 DQ4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8227963729(NAD 83)
 DQ4035
 DQ4035                          SUPERSEDED SURVEY CONTROL
 DQ4035
 DQ4035.No superseded survey control is available for this station.
 DQ4035
 DQ4035_MARKER: DD = SURVEY DISK
 DQ4035_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ4035+WITH SETTING: PAVEMENT
 DQ4035_SP_SET: ANTENNA FOUNDATION
 DQ4035_STAMPING: 6 D 4 2016
 DQ4035_MARK LOGO: NJGS
 DQ4035_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4035+STABILITY: SURFACE MOTION
 DQ4035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4035+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2016
 DQ4035
 DQ4035  HISTORY     - Date     Condition        Report By
 DQ4035  HISTORY     - 20160824 MONUMENTED       NJGS
 DQ4035
 DQ4035                          STATION DESCRIPTION
 DQ4035
 DQ4035'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4035'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF CEDARVILLE, 5.6
 DQ4035'MI (9.0 KM) EAST-SOUTHEAST OF SHILOH AND 1.6 MI (2.6 KM) EAST OF
 DQ4035'BRIDGETON, IN THE CITY OF BRIDGETON.
 DQ4035'
 DQ4035'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A 8 FT
 DQ4035'(2.4 M) BY 8 FT (2.4 M) CONCRETE FOUNDATION FOR A RADIO TOWER ON THE
 DQ4035'WEST SIDE OF THE CUMBERLAND COUNTY PUBLIC WORKS RECEIVING BUILDING
 DQ4035'(BUILDING NUMBER 9).
 DQ4035'
 DQ4035'THE STATION IS 5.6 FT (1.7 M) WEST OF THE CENTER OF THE TOWNER, 16 FT
 DQ4035'(4.9 M) NORTH OF THE CENTER OF THE GARAGE ENTRANCE, 7.2 FT (2.2 M)
 DQ4035'SOUTHWEST OF THE NORTH CORNER OF THE FOUNDATION.  THE STATION IS ABOUT
 DQ4035'1 FT (0.3 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4346 ***********************************************************************
 JU4346  DESIGNATION -  6 E 1
 JU4346  PID         -  JU4346
 JU4346  STATE/COUNTY-  NJ/CUMBERLAND
 JU4346  COUNTRY     -  US
 JU4346  USGS QUAD   -  NEWFIELD (2019)
 JU4346
 JU4346                         *CURRENT SURVEY CONTROL
 JU4346  ______________________________________________________________________
 JU4346* NAD 83(2011) POSITION- 39 33 35.72288(N) 075 03 34.42321(W)   ADJUSTED
 JU4346* NAD 83(2011) ELLIP HT-    -5.722 (meters)        (06/27/12)   ADJUSTED
 JU4346* NAD 83(2011) EPOCH   -  2010.00
 JU4346* NAVD 88 ORTHO HEIGHT -    27.912 (meters)       91.57  (feet) ADJUSTED
 JU4346  ______________________________________________________________________
 JU4346  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 JU4346  NAD 83(2011) X  -  1,269,471.434 (meters)                     COMP
 JU4346  NAD 83(2011) Y  - -4,757,509.123 (meters)                     COMP
 JU4346  NAD 83(2011) Z  -  4,040,431.272 (meters)                     COMP
 JU4346  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 JU4346  DYNAMIC HEIGHT  -         27.898 (meters)       91.53  (feet) COMP
 JU4346  MODELED GRAVITY -    980,116.7   (mgal)                       NAVD 88
 JU4346
 JU4346  VERT ORDER      -  FIRST     CLASS II
 JU4346
 JU4346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4346  Standards:
 JU4346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4346  -------------------------------------------------------------------
 JU4346  NETWORK    0.45   0.78           0.21   0.15   0.40     -0.02167304
 JU4346  -------------------------------------------------------------------
 JU4346  Click here for local accuracies and other accuracy information.
 JU4346
 JU4346.The horizontal coordinates were established by GPS observations
 JU4346.and adjusted by the National Geodetic Survey in June 2012.
 JU4346
 JU4346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4346.been affixed to the stable North American tectonic plate. See 
 JU4346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4346
 JU4346.The horizontal coordinates are valid at the epoch date displayed above
 JU4346.which is a decimal equivalence of Year/Month/Day.
 JU4346
 JU4346.The orthometric height was determined by differential leveling and
 JU4346.adjusted by the NATIONAL GEODETIC SURVEY
 JU4346.in June 2007.
 JU4346
 JU4346.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4346.GEOID18 height accuracy estimate available here.
 JU4346
 JU4346.Click photographs - Photos may exist for this station.
 JU4346
 JU4346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4346
 JU4346.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4346
 JU4346.The ellipsoidal height was determined by GPS observations
 JU4346.and is referenced to NAD 83.
 JU4346
 JU4346.The dynamic height is computed by dividing the NAVD 88
 JU4346.geopotential number by the normal gravity value computed on the
 JU4346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4346.degrees latitude (g = 980.6199 gals.).
 JU4346
 JU4346.The modeled gravity was interpolated from observed gravity values.
 JU4346
 JU4346. The following values were computed from the NAD 83(2011) position.
 JU4346
 JU4346;                    North         East     Units Scale Factor Converg.
 JU4346;SPC NJ       -    80,806.910   101,916.177   MT  0.99992846   -0 21 23.0
 JU4346;SPC NJ       -   265,114.00    334,369.99   sFT  0.99992846   -0 21 23.0
 JU4346;UTM  18      - 4,378,916.531   494,883.318   MT  0.99960032   -0 02 16.6
 JU4346
 JU4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4346!SPC NJ       -   1.00000090  x   0.99992846  =   0.99992936
 JU4346!UTM  18      -   1.00000090  x   0.99960032  =   0.99960122
 JU4346
 JU4346:                Primary Azimuth Mark                     Grid Az
 JU4346:SPC NJ       -  6 D 1                                    348 06 39.8
 JU4346:UTM  18      -  6 D 1                                    347 47 33.4
 JU4346
 JU4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9488378916(NAD 83)
 JU4346
 JU4346|---------------------------------------------------------------------|
 JU4346| PID    Reference Object                     Distance      Geod. Az  |
 JU4346|                                                           dddmmss.s |
 JU4346| JU4417 6 J 1                               396.889 METERS 17426     |
 JU4346| JU4345 6 D 1                               420.132 METERS 3474516.8 |
 JU4346|---------------------------------------------------------------------|
 JU4346
 JU4346                          SUPERSEDED SURVEY CONTROL
 JU4346
 JU4346  NAD 83(2007)-  39 33 35.72298(N)    075 03 34.42374(W) AD(2002.00) 0
 JU4346  ELLIP H (02/10/07)   -5.710  (m)                       GP(2002.00)    
 JU4346  ELLIP H (09/25/02)   -5.699  (m)                       GP(       ) 4 1
 JU4346  NAD 83(1996)-  39 33 35.72293(N)    075 03 34.42398(W) AD(       ) 1
 JU4346  ELLIP H (05/14/99)   -5.703  (m)                       GP(       ) 4 1
 JU4346  NAD 83(1992)-  39 33 35.72156(N)    075 03 34.42339(W) AD(       ) 1
 JU4346  NAVD 88 (03/31/00)   27.9    (m)  GEOID99  model used  GPS OBS        
 JU4346  NAVD 88 (08/31/93)   27.9    (m)  GEOID93  model used  GPS OBS        
 JU4346
 JU4346.Superseded values are not recommended for survey control.
 JU4346
 JU4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4346.See file dsdata.pdf to determine how the superseded data were derived.
 JU4346
 JU4346_MARKER: DD = SURVEY DISK
 JU4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4346_STAMPING: 6 E 1 1992
 JU4346_MARK LOGO: NJGS
 JU4346_PROJECTION: FLUSH
 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 - June 04, 2020
 JU4346
 JU4346  HISTORY     - Date     Condition        Report By
 JU4346  HISTORY     - 1992     MONUMENTED       NJGS
 JU4346  HISTORY     - 19930812 GOOD             NJGS
 JU4346  HISTORY     - 19990701 GOOD             NJGS
 JU4346  HISTORY     - 20030616 GOOD             NJGS
 JU4346  HISTORY     - 20110512 GOOD             NJGS
 JU4346  HISTORY     - 20200604 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.
 JU4346
 JU4346                          STATION RECOVERY (2003)
 JU4346
 JU4346'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU4346'RECOVERED AS DESCRIBED.
 JU4346
 JU4346                          STATION RECOVERY (2011)
 JU4346
 JU4346'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 JU4346'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS, THE STATIONS IS
 JU4346'LOCATED 71.6 METERS NORTH AND NORMAL TO MILE MARKER 37.7 ON EITHER
 JU4346'SIDE OF THE HIGHWAY. THE POSITION DETERMINED BY RTN METHODS IS NORTH
 JU4346'39-33-35.72, WEST 75-03-34.42
 JU4346
 JU4346                          STATION RECOVERY (2020)
 JU4346
 JU4346'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU4346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2515 ***********************************************************************
 DO2515  DESIGNATION -  6 E 3
 DO2515  PID         -  DO2515
 DO2515  STATE/COUNTY-  NJ/CUMBERLAND
 DO2515  COUNTRY     -  US
 DO2515  USGS QUAD   -  SHILOH (2019)
 DO2515
 DO2515                         *CURRENT SURVEY CONTROL
 DO2515  ______________________________________________________________________
 DO2515* NAD 83(1986) POSITION- 39 27 17.36   (N) 075 17 32.37   (W)   HD_HELD1
 DO2515* NAVD 88 ORTHO HEIGHT -    28.114 (meters)       92.24  (feet) ADJUSTED
 DO2515  ______________________________________________________________________
 DO2515  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 DO2515  DYNAMIC HEIGHT  -         28.100 (meters)       92.19  (feet) COMP
 DO2515  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 DO2515
 DO2515  VERT ORDER      -  FIRST     CLASS II
 DO2515
 DO2515.The horizontal coordinates were determined by differentially corrected
 DO2515.hand held GPS observations or other comparable positioning techniques
 DO2515.and have an estimated accuracy of +/- 3 meters.
 DO2515
 DO2515.The orthometric height was determined by differential leveling and
 DO2515.adjusted by the NATIONAL GEODETIC SURVEY
 DO2515.in April 2013.
 DO2515
 DO2515.No vertical observational check was made to the station.
 DO2515
 DO2515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2515.GEOID18 height accuracy estimate available here.
 DO2515
 DO2515.Click photographs - Photos may exist for this station.
 DO2515
 DO2515.The dynamic height is computed by dividing the NAVD 88
 DO2515.geopotential number by the normal gravity value computed on the
 DO2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2515.degrees latitude (g = 980.6199 gals.).
 DO2515
 DO2515.The modeled gravity was interpolated from observed gravity values.
 DO2515
 DO2515;                    North         East    Units  Estimated Accuracy
 DO2515;SPC NJ       -    69,289.3      81,811.7     MT  (+/- 3 meters HH1 GPS) 
 DO2515
 DO2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7484967291(NAD 83)
 DO2515
 DO2515                          SUPERSEDED SURVEY CONTROL
 DO2515
 DO2515.No superseded survey control is available for this station.
 DO2515
 DO2515_MARKER: DD = SURVEY DISK
 DO2515_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2515_SP_SET: CURB
 DO2515_STAMPING: 6 E 3 2011
 DO2515_MARK LOGO: NJGS
 DO2515_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2515+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2021
 DO2515
 DO2515  HISTORY     - Date     Condition        Report By
 DO2515  HISTORY     - 20110531 MONUMENTED       NJGS
 DO2515  HISTORY     - 20210225 GOOD             NJGS
 DO2515
 DO2515                          STATION DESCRIPTION
 DO2515
 DO2515'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2515'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, SET IN A DRILL HOLE IN
 DO2515'THE CURBLINE AT THE SOUTHEAST CORNER OF THE JUNCTION OF SHILOH PIKE
 DO2515'(NJ STATE ROUTE 49) AND RANDOLPH ROAD.
 DO2515'
 DO2515'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2515'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 3.6 MI (5.8
 DO2515'KM) WEST ON ROUTE 49 TO THE ROAD JUNCTION AND STATION ON THE LEFT.
 DO2515'THE STATION IS ALSO ABOUT 0.5 MI (0.8 KM) SOUTHEAST FROM THE CROSSROAD
 DO2515'JUNCTION IN SHILOH.
 DO2515'
 DO2515'THE STATION IS 93 FT (28.3 M) EAST OF THE CENTERLINE NORMAL TO
 DO2515'RANDOLPH ROAD, 24 FT (7.3 M) SOUTHWEST OF THE CENTERLINE OF SHILOH
 DO2515'PIKE (ROUTE 49), 52 FT (15.8 M) SOUTHWEST OF POLE NUMBER B7847, 85.7
 DO2515'FT (26.1 M) NORTHEAST OF POLE NUMBER B42595, 5 FT (1.5 M) NORTHWEST OF
 DO2515'THE CENTER OF AN INLET, 59 FT (18.0 M) SOUTHEAST OF A YIELD SIGN FOR
 DO2515'RANDOLPH ROAD, 1 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 DO2515
 DO2515                          STATION RECOVERY (2021)
 DO2515
 DO2515'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DO2515'TIES ARE OKAY WITH THE FOLLOWING MODIFICATIONS.  WITNESS POST IS
 DO2515'MISSING.
 DO2515'
 DO2515'THE STATION IS 22.75 FT (6.9 M) SOUTHWEST OF THE CENTERLINE OF SHILOH
 DO2515'PIKE (ROUTE 49), 86.3 FT (26.3 M) NORTHEAST OF POLE B42595 AND 5.8 FT
 DO2515'(1.8 M) WEST OF CENTER OF INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4036 ***********************************************************************
 DQ4036  DESIGNATION -  6 E 4
 DQ4036  PID         -  DQ4036
 DQ4036  STATE/COUNTY-  NJ/CUMBERLAND
 DQ4036  COUNTRY     -  US
 DQ4036  USGS QUAD   -  BRIDGETON (2019)
 DQ4036
 DQ4036                         *CURRENT SURVEY CONTROL
 DQ4036  ______________________________________________________________________
 DQ4036* NAD 83(1986) POSITION- 39 25 21.73   (N) 075 12 21.17   (W)   HD_HELD1
 DQ4036* NAVD 88 ORTHO HEIGHT -    28.994 (meters)       95.12  (feet) ADJUSTED
 DQ4036  ______________________________________________________________________
 DQ4036  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 DQ4036  DYNAMIC HEIGHT  -         28.980 (meters)       95.08  (feet) COMP
 DQ4036  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DQ4036
 DQ4036  VERT ORDER      -  FIRST     CLASS II
 DQ4036
 DQ4036.The horizontal coordinates were determined by differentially corrected
 DQ4036.hand held GPS observations or other comparable positioning techniques
 DQ4036.and have an estimated accuracy of +/- 3 meters.
 DQ4036
 DQ4036.The orthometric height was determined by differential leveling and
 DQ4036.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4036.in March 2017.
 DQ4036
 DQ4036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4036.GEOID18 height accuracy estimate available here.
 DQ4036
 DQ4036.Click photographs - Photos may exist for this station.
 DQ4036
 DQ4036.The dynamic height is computed by dividing the NAVD 88
 DQ4036.geopotential number by the normal gravity value computed on the
 DQ4036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4036.degrees latitude (g = 980.6199 gals.).
 DQ4036
 DQ4036.The modeled gravity was interpolated from observed gravity values.
 DQ4036
 DQ4036;                    North         East    Units  Estimated Accuracy
 DQ4036;SPC NJ       -    65,661.8      89,223.4     MT  (+/- 3 meters HH1 GPS) 
 DQ4036
 DQ4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8227863706(NAD 83)
 DQ4036
 DQ4036                          SUPERSEDED SURVEY CONTROL
 DQ4036
 DQ4036.No superseded survey control is available for this station.
 DQ4036
 DQ4036_MARKER: B = BOLT
 DQ4036_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ4036_SP_SET: BRICK WALL
 DQ4036_STAMPING: 6 E 4
 DQ4036_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ4036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4036+STABILITY: SURFACE MOTION
 DQ4036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4036+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2016
 DQ4036
 DQ4036  HISTORY     - Date     Condition        Report By
 DQ4036  HISTORY     - 20160824 MONUMENTED       NJGS
 DQ4036
 DQ4036                          STATION DESCRIPTION
 DQ4036
 DQ4036'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4036'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF CEDARVILLE, 5.6
 DQ4036'MI (9.0 KM) EAST-SOUTHEAST OF SHILOH AND 1.6 MI (2.6 KM) EAST OF
 DQ4036'BRIDGETON, IN THE CITY OF BRIDGETON.
 DQ4036'
 DQ4036'THE STATION IS A 1 INCH (25 MM) SQUARE-HEADED LAG SCREW, STAMPED 6 E
 DQ4036'4, EPOXIED A DRILL HOLE IN THE WESTERLY FACE OF THE BRICK WALL OF THE
 DQ4036'CUMBERLAND COUNTY RECEIVING BUILDING (BUILDING NUMBER 9) AT THE
 DQ4036'SOUTHWEST CORNER OF THE BUILDING, NEXT TO THE TRUCK WASH DEPOT, BELOW
 DQ4036'THE LEICA SMART NET NORTH AMERICA NJBR-BRIDGETON, NJ CORS ANTENNA
 DQ4036'(RTCM 347).
 DQ4036'
 DQ4036'THE STATION IS 15 FT (4.6 M) ABOVE THE GROUND, 1 FT (0.3 M) SOUTH OF
 DQ4036'THE SOUTH FACE OF THE CONCRETE GARAGE DOOR FRAME, 1.5 FT (0.5 M) NORTH
 DQ4036'OF THE ANTENNA MAST, 6.5 FT (2.0 M) NORTH OF THE SOUTH FACE OF THE
 DQ4036'BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4347 ***********************************************************************
 JU4347  DESIGNATION -  6 F 1
 JU4347  PID         -  JU4347
 JU4347  STATE/COUNTY-  NJ/CUMBERLAND
 JU4347  COUNTRY     -  US
 JU4347  USGS QUAD   -  MILLVILLE (2019)
 JU4347
 JU4347                         *CURRENT SURVEY CONTROL
 JU4347  ______________________________________________________________________
 JU4347* NAD 83(2011) POSITION- 39 26 56.94068(N) 075 02 35.08032(W)   ADJUSTED
 JU4347* NAD 83(2011) ELLIP HT-    -7.076 (meters)        (06/27/12)   ADJUSTED
 JU4347* NAD 83(2011) EPOCH   -  2010.00
 JU4347* NAVD 88 ORTHO HEIGHT -    26.7   (meters)       88.    (feet) GPS OBS
 JU4347  ______________________________________________________________________
 JU4347  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4347  GEOID HEIGHT    -        -34.130 (meters)                     GEOID93
 JU4347  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 JU4347  NAD 83(2011) X  -  1,272,859.072 (meters)                     COMP
 JU4347  NAD 83(2011) Y  - -4,764,701.218 (meters)                     COMP
 JU4347  NAD 83(2011) Z  -  4,030,941.164 (meters)                     COMP
 JU4347  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 JU4347
 JU4347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4347  Standards:
 JU4347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4347  -------------------------------------------------------------------
 JU4347  NETWORK    0.53   0.80           0.24   0.19   0.41      0.00593584
 JU4347  -------------------------------------------------------------------
 JU4347  Click here for local accuracies and other accuracy information.
 JU4347
 JU4347.The horizontal coordinates were established by GPS observations
 JU4347.and adjusted by the National Geodetic Survey in June 2012.
 JU4347
 JU4347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4347.been affixed to the stable North American tectonic plate. See 
 JU4347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4347
 JU4347.The horizontal coordinates are valid at the epoch date displayed above
 JU4347.which is a decimal equivalence of Year/Month/Day.
 JU4347
 JU4347.The orthometric height was determined by GPS observations and a
 JU4347.high-resolution geoid model.
 JU4347
 JU4347.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4347.GEOID18 height accuracy estimate available here.
 JU4347
 JU4347.Click photographs - Photos may exist for this station.
 JU4347
 JU4347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4347
 JU4347.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4347
 JU4347.The ellipsoidal height was determined by GPS observations
 JU4347.and is referenced to NAD 83.
 JU4347
 JU4347. The following values were computed from the NAD 83(2011) position.
 JU4347
 JU4347;                    North         East     Units Scale Factor Converg.
 JU4347;SPC NJ       -    68,500.784   103,258.535   MT  0.99992689   -0 20 42.3
 JU4347;SPC NJ       -   224,739.66    338,774.04   sFT  0.99992689   -0 20 42.3
 JU4347;UTM  18      - 4,366,622.074   496,293.510   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9629366622(NAD 83)
 JU4347
 JU4347                          SUPERSEDED SURVEY CONTROL
 JU4347
 JU4347  NAD 83(2007)-  39 26 56.94113(N)    075 02 35.08094(W) AD(2002.00) 0
 JU4347  ELLIP H (02/10/07)   -7.058  (m)                       GP(2002.00)    
 JU4347  ELLIP H (10/23/02)   -7.056  (m)                       GP(       ) 4 1
 JU4347  NAD 83(1996)-  39 26 56.94116(N)    075 02 35.08127(W) AD(       ) 1
 JU4347  ELLIP H (05/14/99)   -7.060  (m)                       GP(       ) 4 1
 JU4347  ELLIP H (08/04/95)   -7.117  (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
 JU4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4347.See file dsdata.pdf to determine how the superseded data were derived.
 JU4347
 JU4347_MARKER: DD = SURVEY DISK
 JU4347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 17, 2021
 JU4347
 JU4347  HISTORY     - Date     Condition        Report By
 JU4347  HISTORY     - 1992     MONUMENTED       NJGS
 JU4347  HISTORY     - 19940831 GOOD             NJGS
 JU4347  HISTORY     - 20091022 GOOD             EWJSUR
 JU4347  HISTORY     - 20210817 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.
 JU4347
 JU4347                          STATION RECOVERY (2009)
 JU4347
 JU4347'RECOVERY NOTE BY EAST WEST JERSEY SURVEYING 2009 (JHJ)
 JU4347'RECOVERED IN GOOD CONDITION.
 JU4347
 JU4347                          STATION RECOVERY (2021)
 JU4347
 JU4347'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU4347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2514 ***********************************************************************
 DO2514  DESIGNATION -  6 F 3
 DO2514  PID         -  DO2514
 DO2514  STATE/COUNTY-  NJ/CUMBERLAND
 DO2514  COUNTRY     -  US
 DO2514  USGS QUAD   -  SHILOH (2019)
 DO2514
 DO2514                         *CURRENT SURVEY CONTROL
 DO2514  ______________________________________________________________________
 DO2514* NAD 83(1986) POSITION- 39 26 49.61   (N) 075 16 41.53   (W)   HD_HELD1
 DO2514* NAVD 88 ORTHO HEIGHT -    25.150 (meters)       82.51  (feet) ADJUSTED
 DO2514  ______________________________________________________________________
 DO2514  GEOID HEIGHT    -        -33.783 (meters)                     GEOID18
 DO2514  DYNAMIC HEIGHT  -         25.138 (meters)       82.47  (feet) COMP
 DO2514  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 DO2514
 DO2514  VERT ORDER      -  FIRST     CLASS II
 DO2514
 DO2514.The horizontal coordinates were determined by differentially corrected
 DO2514.hand held GPS observations or other comparable positioning techniques
 DO2514.and have an estimated accuracy of +/- 3 meters.
 DO2514
 DO2514.The orthometric height was determined by differential leveling and
 DO2514.adjusted by the NATIONAL GEODETIC SURVEY
 DO2514.in April 2013.
 DO2514
 DO2514.No vertical observational check was made to the station.
 DO2514
 DO2514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2514.GEOID18 height accuracy estimate available here.
 DO2514
 DO2514.Click photographs - Photos may exist for this station.
 DO2514
 DO2514.The dynamic height is computed by dividing the NAVD 88
 DO2514.geopotential number by the normal gravity value computed on the
 DO2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2514.degrees latitude (g = 980.6199 gals.).
 DO2514
 DO2514.The modeled gravity was interpolated from observed gravity values.
 DO2514
 DO2514;                    North         East    Units  Estimated Accuracy
 DO2514;SPC NJ       -    68,423.0      83,019.7     MT  (+/- 3 meters HH1 GPS) 
 DO2514
 DO2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7606266432(NAD 83)
 DO2514
 DO2514                          SUPERSEDED SURVEY CONTROL
 DO2514
 DO2514.No superseded survey control is available for this station.
 DO2514
 DO2514_MARKER: DD = SURVEY DISK
 DO2514_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2514_SP_SET: CURB
 DO2514_STAMPING: 6 F 3 2011
 DO2514_MARK LOGO: NJGS
 DO2514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2514+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2018
 DO2514
 DO2514  HISTORY     - Date     Condition        Report By
 DO2514  HISTORY     - 20110531 MONUMENTED       NJGS
 DO2514  HISTORY     - 20180529 GOOD             NJGS
 DO2514
 DO2514                          STATION DESCRIPTION
 DO2514
 DO2514'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2514'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, SET IN A DRILL HOLE IN
 DO2514'THE CURBLINE AT THE SOUTH CORNER OF THE JUNCTION OF SHILOH PIKE (NJ
 DO2514'STATE ROUTE 49) AND DOWNING STREET.
 DO2514'
 DO2514'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2514'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 2.8 MI (4.5
 DO2514'KM) WEST ON ROUTE 49 TO THE ROAD JUNCTION AND STATION ON THE LEFT.
 DO2514'
 DO2514'THE STATION IS 82 FT (25.0 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 DO2514'OF A BRICK SUPPORT FOR A BANK SIGN (NEWFIELD NATIONAL BANK), 19 FT
 DO2514'(5.8 M) SOUTHEAST OF THE CENTERLINE OF DOWNING STREET, 49 FT (14.9 M)
 DO2514'SOUTHWEST OF THE CENTERLINE OF ROUTE 49, 5.0 FT (1.5 M) NORTHEAST OF
 DO2514'THE CENTER OF AN INLET, 65 FT (19.8 M) SOUTH-SOUTHEAST OF POLE NUMBER
 DO2514'B502, 80 FT (24.4 M) NORTHEAST OF THE CENTERLINE OF A DRIVEWAY TO THE
 DO2514'BANK FROM DOWNING STREET, 11 FT (3.4 M) SOUTH OF A STOP SIGN WITH A
 DO2514'WITNESS SIGN ATTACHED.
 DO2514
 DO2514                          STATION RECOVERY (2018)
 DO2514
 DO2514'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DO2514'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, SET IN A DRILL HOLE IN
 DO2514'THE CURB LINE AT THE SOUTH CORNER OF THE JUNCTION OF SHILOH PIKE (NJ
 DO2514'STATE ROUTE 49) AND CASSIDY COURT/DOWNING STREET.
 DO2514'
 DO2514'IT IS 25.2 M (82.7 FT) NORTHEAST OF THE CENTERLINE OF A DRIVEWAY TO
 DO2514'THE BANK, 24.5 M (80.4 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 DO2514'BRICK SUPPORT FOR A BANK SIGN (NEWFIELD NATIONAL BANK), 20 M (65.6 FT)
 DO2514'SOUTH-SOUTHEAST OF POLE NUMBERED B502, 15.7 M (51.5 FT) SOUTHWEST OF
 DO2514'THE CENTERLINE OF ROUTE 49, 6 M (19.7 FT) SOUTHEAST OF THE CENTERLINE
 DO2514'OF CASSIDY CT, 3.6 M (11.8 FT) SOUTHWEST OF A STOP SIGN WITH A WITNESS
 DO2514'SIGN ATTACHED, 1.5 M (4.9 FT) NORTHEAST OF THE CENTER OF AN INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4032 ***********************************************************************
 DQ4032  DESIGNATION -  6 F 4
 DQ4032  PID         -  DQ4032
 DQ4032  STATE/COUNTY-  NJ/CUMBERLAND
 DQ4032  COUNTRY     -  US
 DQ4032  USGS QUAD   -  BRIDGETON (2019)
 DQ4032
 DQ4032                         *CURRENT SURVEY CONTROL
 DQ4032  ______________________________________________________________________
 DQ4032* NAD 83(1986) POSITION- 39 25 20.27   (N) 075 11 35.38   (W)   HD_HELD1
 DQ4032* NAVD 88 ORTHO HEIGHT -    24.687 (meters)       80.99  (feet) ADJUSTED
 DQ4032  ______________________________________________________________________
 DQ4032  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 DQ4032  DYNAMIC HEIGHT  -         24.675 (meters)       80.95  (feet) COMP
 DQ4032  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 DQ4032
 DQ4032  VERT ORDER      -  FIRST     CLASS II
 DQ4032
 DQ4032.The horizontal coordinates were determined by differentially corrected
 DQ4032.hand held GPS observations or other comparable positioning techniques
 DQ4032.and have an estimated accuracy of +/- 3 meters.
 DQ4032
 DQ4032.The orthometric height was determined by differential leveling and
 DQ4032.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4032.in March 2017.
 DQ4032
 DQ4032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4032.GEOID18 height accuracy estimate available here.
 DQ4032
 DQ4032.Click photographs - Photos may exist for this station.
 DQ4032
 DQ4032.The dynamic height is computed by dividing the NAVD 88
 DQ4032.geopotential number by the normal gravity value computed on the
 DQ4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4032.degrees latitude (g = 980.6199 gals.).
 DQ4032
 DQ4032.The modeled gravity was interpolated from observed gravity values.
 DQ4032
 DQ4032;                    North         East    Units  Estimated Accuracy
 DQ4032;SPC NJ       -    65,608.3      90,318.2     MT  (+/- 3 meters HH1 GPS) 
 DQ4032
 DQ4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8337363658(NAD 83)
 DQ4032
 DQ4032                          SUPERSEDED SURVEY CONTROL
 DQ4032
 DQ4032.No superseded survey control is available for this station.
 DQ4032
 DQ4032_MARKER: DD = SURVEY DISK
 DQ4032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ4032_SP_SET: CURB
 DQ4032_STAMPING: 6 F 4 2016
 DQ4032_MARK LOGO: NJDCED
 DQ4032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4032+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2016
 DQ4032
 DQ4032  HISTORY     - Date     Condition        Report By
 DQ4032  HISTORY     - 20160824 MONUMENTED       NJGS
 DQ4032
 DQ4032                          STATION DESCRIPTION
 DQ4032
 DQ4032'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4032'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF
 DQ4032'SHILOH, 6.2 MI (10.0 KM) NORTH OF CEDARVILLE AND 2.2 MI (3.5 KM) EAST
 DQ4032'OF BRIDGETON, IN FAIRFIELD TOWNSHIP.
 DQ4032'
 DQ4032'TO REACH FROM THE INTERSECTION OF GOULDTOWN-WOODRUFF ROAD (COUNTY
 DQ4032'ROUTE 553), GO 0.45 MI (0.72 KM) WEST-NORTHWEST ON NEW JERSEY STATE
 DQ4032'HIGHWAY 49 (BRIDGETON-MILLEVILLE PIKE) TO THE STATION ON THE RIGHT,
 DQ4032'SET IN THE NORTH CURB OF NEW JERSEY STATE HIGHWAY 49
 DQ4032'(BRIDGETON-MILLEVILLE PIKE) AT THE NORTHWEST CORNER WITH KING DRIVE.
 DQ4032'
 DQ4032'IT IS 76 FT (23.2 M) WEST-NORTHWEST OF THE CENTERLINE OF KING DRIVE,
 DQ4032'23 FT (7.0 M) NORTH OF THE CENTERLINE OF NEW JERSEY STATE HIGHWAY 49
 DQ4032'(BRIDGETON-MILLEVILLE PIKE), 97 FT (29.6 M) EAST OF POLE NUMBER B46244
 DQ4032'AND 2.5 FT (0.8 M) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4360 ***********************************************************************
 JU4360  DESIGNATION -  6 G 1
 JU4360  PID         -  JU4360
 JU4360  STATE/COUNTY-  NJ/CUMBERLAND
 JU4360  COUNTRY     -  US
 JU4360  USGS QUAD   -  FIVE POINTS (2019)
 JU4360
 JU4360                         *CURRENT SURVEY CONTROL
 JU4360  ______________________________________________________________________
 JU4360* NAD 83(2011) POSITION- 39 25 43.83150(N) 074 53 25.36544(W)   ADJUSTED
 JU4360* NAD 83(2011) ELLIP HT-    -9.475 (meters)        (06/27/12)   ADJUSTED
 JU4360* NAD 83(2011) EPOCH   -  2010.00
 JU4360* NAVD 88 ORTHO HEIGHT -    24.4   (meters)       80.    (feet) GPS OBS
 JU4360  ______________________________________________________________________
 JU4360  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4360  GEOID HEIGHT    -        -34.230 (meters)                     GEOID93
 JU4360  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 JU4360  NAD 83(2011) X  -  1,285,925.778 (meters)                     COMP
 JU4360  NAD 83(2011) Y  - -4,762,673.009 (meters)                     COMP
 JU4360  NAD 83(2011) Z  -  4,029,198.346 (meters)                     COMP
 JU4360  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 JU4360
 JU4360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4360  Standards:
 JU4360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4360  -------------------------------------------------------------------
 JU4360  NETWORK    0.38   0.67           0.17   0.14   0.34     -0.06315059
 JU4360  -------------------------------------------------------------------
 JU4360  Click here for local accuracies and other accuracy information.
 JU4360
 JU4360.The horizontal coordinates were established by GPS observations
 JU4360.and adjusted by the National Geodetic Survey in June 2012.
 JU4360
 JU4360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4360.been affixed to the stable North American tectonic plate. See 
 JU4360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4360
 JU4360.The horizontal coordinates are valid at the epoch date displayed above
 JU4360.which is a decimal equivalence of Year/Month/Day.
 JU4360
 JU4360.The orthometric height was determined by GPS observations and a
 JU4360.high-resolution geoid model.
 JU4360
 JU4360.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4360.GEOID18 height accuracy estimate available here.
 JU4360
 JU4360.Click photographs - Photos may exist for this station.
 JU4360
 JU4360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4360
 JU4360.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4360
 JU4360.The ellipsoidal height was determined by GPS observations
 JU4360.and is referenced to NAD 83.
 JU4360
 JU4360. The following values were computed from the NAD 83(2011) position.
 JU4360
 JU4360;                    North         East     Units Scale Factor Converg.
 JU4360;SPC NJ       -    66,178.289   116,391.240   MT  0.99991390   -0 14 52.6
 JU4360;SPC NJ       -   217,119.94    381,860.26   sFT  0.99991390   -0 14 52.6
 JU4360;UTM  18      - 4,364,373.138   509,434.685   MT  0.99960110   +0 04 10.6
 JU4360
 JU4360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4360!SPC NJ       -   1.00000149  x   0.99991390  =   0.99991539
 JU4360!UTM  18      -   1.00000149  x   0.99960110  =   0.99960259
 JU4360
 JU4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0943464373(NAD 83)
 JU4360
 JU4360                          SUPERSEDED SURVEY CONTROL
 JU4360
 JU4360  NAD 83(2007)-  39 25 43.83184(N)    074 53 25.36610(W) AD(2002.00) 0
 JU4360  ELLIP H (02/10/07)   -9.465  (m)                       GP(2002.00)    
 JU4360  ELLIP H (10/23/02)   -9.459  (m)                       GP(       ) 4 1
 JU4360  NAD 83(1996)-  39 25 43.83190(N)    074 53 25.36636(W) AD(       ) 1
 JU4360  ELLIP H (05/14/99)   -9.453  (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
 JU4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4360.See file dsdata.pdf to determine how the superseded data were derived.
 JU4360
 JU4360_MARKER: DD = SURVEY DISK
 JU4360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4360_STAMPING: 6 G 1 1993
 JU4360_MARK LOGO: NJGS
 JU4360_PROJECTION: FLUSH
 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 - July 23, 2019
 JU4360
 JU4360  HISTORY     - Date     Condition        Report By
 JU4360  HISTORY     - 1993     MONUMENTED       NJGS
 JU4360  HISTORY     - 20190723 GOOD             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.
 JU4360
 JU4360                          STATION RECOVERY (2019)
 JU4360
 JU4360'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU4360'THE STATION IS 5.25 M (17.2 FT) EAST OF THE CENTERLINE OF CANNON RANGE
 JU4360'ROAD, 12.1 M (39.7 FT) SOUTH OF A STOP SIGN AND 18.2 M (59.7 FT)
 JU4360'SOUTHEAST OF UTILITY POLE SJ 27M.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3273 ***********************************************************************
 DI3273  DESIGNATION -  6 G 2
 DI3273  PID         -  DI3273
 DI3273  STATE/COUNTY-  NJ/CUMBERLAND
 DI3273  COUNTRY     -  US
 DI3273  USGS QUAD   -  MILLVILLE (2019)
 DI3273
 DI3273                         *CURRENT SURVEY CONTROL
 DI3273  ______________________________________________________________________
 DI3273* NAD 83(1986) POSITION- 39 26 49.87   (N) 075 03 49.25   (W)   HD_HELD1
 DI3273* NAVD 88 ORTHO HEIGHT -    13.839 (meters)       45.40  (feet) ADJUSTED
 DI3273  ______________________________________________________________________
 DI3273  GEOID HEIGHT    -        -33.824 (meters)                     GEOID18
 DI3273  DYNAMIC HEIGHT  -         13.832 (meters)       45.38  (feet) COMP
 DI3273  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 DI3273
 DI3273  VERT ORDER      -  FIRST     CLASS II
 DI3273
 DI3273.The horizontal coordinates were determined by differentially corrected
 DI3273.hand held GPS observations or other comparable positioning techniques
 DI3273.and have an estimated accuracy of +/- 3 meters.
 DI3273
 DI3273.The orthometric height was determined by differential leveling and
 DI3273.adjusted by the NATIONAL GEODETIC SURVEY
 DI3273.in June 2007.
 DI3273
 DI3273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3273.GEOID18 height accuracy estimate available here.
 DI3273
 DI3273.Click photographs - Photos may exist for this station.
 DI3273
 DI3273.The dynamic height is computed by dividing the NAVD 88
 DI3273.geopotential number by the normal gravity value computed on the
 DI3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3273.degrees latitude (g = 980.6199 gals.).
 DI3273
 DI3273.The modeled gravity was interpolated from observed gravity values.
 DI3273
 DI3273;                    North         East    Units  Estimated Accuracy
 DI3273;SPC NJ       -    68,293.6     101,483.9     MT  (+/- 3 meters HH1 GPS) 
 DI3273
 DI3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9452066405(NAD 83)
 DI3273
 DI3273                          SUPERSEDED SURVEY CONTROL
 DI3273
 DI3273.No superseded survey control is available for this station.
 DI3273
 DI3273_MARKER: DD = SURVEY DISK
 DI3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3273_STAMPING: 6 G 2 2003
 DI3273_MARK LOGO: NJGS
 DI3273_PROJECTION: FLUSH
 DI3273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3273+STABILITY: SURFACE MOTION
 DI3273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3273+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2017
 DI3273
 DI3273  HISTORY     - Date     Condition        Report By
 DI3273  HISTORY     - UNK      MONUMENTED       NJDT
 DI3273  HISTORY     - 20030606 GOOD             NJGS
 DI3273  HISTORY     - 20110512 GOOD             NJGS
 DI3273  HISTORY     - 20171204 GOOD             NJGS
 DI3273
 DI3273                          STATION DESCRIPTION
 DI3273
 DI3273'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3273'THE STATION IS LOCATED IN THE CITY OF VINELAND IN THE CENTER GRASS
 DI3273'MEDIAN OF STATE ROUTE  55 AT MILEPOST 29.71, ABOUT 66 M (216.5 FT)
 DI3273'SOUTH ALONG THE CENTER MEDIAN FROM THE CENTER  OF THE BRIDGE CARRYING
 DI3273'SHERMAN AVENUE, COUNTY ROAD 552, OVER STATE ROUTE 55,  STRUCTURE
 DI3273'NUMBER 0610 150, MILEPOST 29.75.
 DI3273'
 DI3273'THE STATION IS 11.1 M (36.4 FT) EAST FROM THE EAST EDGE OF THE
 DI3273'SOUTHBOUND LANES, 11.4 M (37.4  FT) WEST FROM THE WEST EDGE OF THE
 DI3273'NORTHBOUND LANES, 11.6 M (38.1 FT) NORTH AND NORMAL  TO ALONG THE
 DI3273'CENTER MEDIAN FROM A GREEN PAINTED TRAFFIC SIGN, EXIT 29, ON THE WEST
 DI3273'SIDE  OF THE SOUTHBOUND LANES AT THE NOSE OF THE EXIT RAMP LEADING TO
 DI3273'THE EASTBOUND LANE OF  SHERMAN AVENUE, 7.2 M (23.6 FT) SOUTH FROM THE
 DI3273'SOUTH END OF THE STEEL BEAM GUIDERAIL  SURROUNDING THE CENTER PIER OF
 DI3273'THE BRIDGE AND 0.3 M (1.0 FT) WEST FROM A METAL WITNESS  POST WITH
 DI3273'SIGN ATTACHED.
 DI3273
 DI3273                          STATION RECOVERY (2011)
 DI3273
 DI3273'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3273'RECOVERED IN GOOD CONDITION.
 DI3273
 DI3273                          STATION RECOVERY (2017)
 DI3273
 DI3273'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2513 ***********************************************************************
 DO2513  DESIGNATION -  6 G 3
 DO2513  PID         -  DO2513
 DO2513  STATE/COUNTY-  NJ/CUMBERLAND
 DO2513  COUNTRY     -  US
 DO2513  USGS QUAD   -  SHILOH (2019)
 DO2513
 DO2513                         *CURRENT SURVEY CONTROL
 DO2513  ______________________________________________________________________
 DO2513* NAD 83(1986) POSITION- 39 26 40.49   (N) 075 16 24.74   (W)   HD_HELD1
 DO2513* NAVD 88 ORTHO HEIGHT -    17.668 (meters)       57.97  (feet) ADJUSTED
 DO2513  ______________________________________________________________________
 DO2513  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 DO2513  DYNAMIC HEIGHT  -         17.659 (meters)       57.94  (feet) COMP
 DO2513  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 DO2513
 DO2513  VERT ORDER      -  FIRST     CLASS II
 DO2513
 DO2513.The horizontal coordinates were determined by differentially corrected
 DO2513.hand held GPS observations or other comparable positioning techniques
 DO2513.and have an estimated accuracy of +/- 3 meters.
 DO2513
 DO2513.The orthometric height was determined by differential leveling and
 DO2513.adjusted by the NATIONAL GEODETIC SURVEY
 DO2513.in April 2013.
 DO2513
 DO2513.No vertical observational check was made to the station.
 DO2513
 DO2513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2513.GEOID18 height accuracy estimate available here.
 DO2513
 DO2513.Click photographs - Photos may exist for this station.
 DO2513
 DO2513.The dynamic height is computed by dividing the NAVD 88
 DO2513.geopotential number by the normal gravity value computed on the
 DO2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2513.degrees latitude (g = 980.6199 gals.).
 DO2513
 DO2513.The modeled gravity was interpolated from observed gravity values.
 DO2513
 DO2513;                    North         East    Units  Estimated Accuracy
 DO2513;SPC NJ       -    68,138.3      83,418.7     MT  (+/- 3 meters HH1 GPS) 
 DO2513
 DO2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7646266149(NAD 83)
 DO2513
 DO2513                          SUPERSEDED SURVEY CONTROL
 DO2513
 DO2513.No superseded survey control is available for this station.
 DO2513
 DO2513_MARKER: DD = SURVEY DISK
 DO2513_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2513_SP_SET: BRIDGE WINGWALL EXTENSION
 DO2513_STAMPING: 6 G 3 2011
 DO2513_MARK LOGO: NJGS
 DO2513_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2513+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2513
 DO2513  HISTORY     - Date     Condition        Report By
 DO2513  HISTORY     - 20110531 MONUMENTED       NJGS
 DO2513
 DO2513                          STATION DESCRIPTION
 DO2513
 DO2513'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2513'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, SET IN A DRILL HOLE IN
 DO2513'THE TOP OF THE WING WALL EXTENSION AT THE SIDEWALK LEVEL NEXT TO THE
 DO2513'NORTHEAST FACE OF THE CONCRETE BALUSTRADE ON THE SOUTHWEST SIDE OF THE
 DO2513'ROUTE 49 BRIDGE SPANNING BARRETT RUN (STRUCTURE NUMBER 0604-150),
 DO2513'MILEPOST 23.15.
 DO2513'
 DO2513'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2513'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 2.5 MI (4.0
 DO2513'KM) WEST ON ROUTE 49 TO THE BRIDGE AND STATION ON THE LEFT.
 DO2513'
 DO2513'THE STATION IS 31 FT (9.4 M) SOUTHWEST OF THE CENTERLINE OF ROUTE 49,
 DO2513'6.0 FT (1.8 M) SOUTHWEST OF THE SOUTHWEST CURBLINE OF ROUTE 49, 57.0
 DO2513'FT (17.4 M) SOUTHEAST OF POLE NUMBER B63980, 3.0 FT (0.9 M) NORTHWEST
 DO2513'OF THE BRIDGE NAMEPLATE, 23 FT (7.0 M) NORTHWEST OF THE CENTER OF THE
 DO2513'BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4033 ***********************************************************************
 DQ4033  DESIGNATION -  6 G 4
 DQ4033  PID         -  DQ4033
 DQ4033  STATE/COUNTY-  NJ/CUMBERLAND
 DQ4033  COUNTRY     -  US
 DQ4033  USGS QUAD   -  BRIDGETON (2019)
 DQ4033
 DQ4033                         *CURRENT SURVEY CONTROL
 DQ4033  ______________________________________________________________________
 DQ4033* NAD 83(1986) POSITION- 39 25 20.19   (N) 075 11 37.31   (W)   HD_HELD1
 DQ4033* NAVD 88 ORTHO HEIGHT -    24.216 (meters)       79.45  (feet) ADJUSTED
 DQ4033  ______________________________________________________________________
 DQ4033  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 DQ4033  DYNAMIC HEIGHT  -         24.203 (meters)       79.41  (feet) COMP
 DQ4033  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 DQ4033
 DQ4033  VERT ORDER      -  FIRST     CLASS II
 DQ4033
 DQ4033.The horizontal coordinates were determined by differentially corrected
 DQ4033.hand held GPS observations or other comparable positioning techniques
 DQ4033.and have an estimated accuracy of +/- 3 meters.
 DQ4033
 DQ4033.The orthometric height was determined by differential leveling and
 DQ4033.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4033.in March 2017.
 DQ4033
 DQ4033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4033.GEOID18 height accuracy estimate available here.
 DQ4033
 DQ4033.Click photographs - Photos may exist for this station.
 DQ4033
 DQ4033.The dynamic height is computed by dividing the NAVD 88
 DQ4033.geopotential number by the normal gravity value computed on the
 DQ4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4033.degrees latitude (g = 980.6199 gals.).
 DQ4033
 DQ4033.The modeled gravity was interpolated from observed gravity values.
 DQ4033
 DQ4033;                    North         East    Units  Estimated Accuracy
 DQ4033;SPC NJ       -    65,606.2      90,272.0     MT  (+/- 3 meters HH1 GPS) 
 DQ4033
 DQ4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8332763656(NAD 83)
 DQ4033
 DQ4033                          SUPERSEDED SURVEY CONTROL
 DQ4033
 DQ4033.No superseded survey control is available for this station.
 DQ4033
 DQ4033_MARKER: DD = SURVEY DISK
 DQ4033_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ4033_STAMPING: 6 G 4 2016
 DQ4033_MARK LOGO: NJGS
 DQ4033_PROJECTION: FLUSH
 DQ4033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4033+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2016
 DQ4033
 DQ4033  HISTORY     - Date     Condition        Report By
 DQ4033  HISTORY     - 2016     MONUMENTED       NJDT
 DQ4033  HISTORY     - 20160825 GOOD             NJGS
 DQ4033
 DQ4033                          STATION DESCRIPTION
 DQ4033
 DQ4033'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4033'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF CEDARVILLE, 6.2
 DQ4033'MI (10.0 KM) EAST-SOUTHEAST OF SHILOH AND 2.2 MI (3.5 KM) EAST OF
 DQ4033'BRIDGETON, IN FAIRFIELD TOWNSHIP.
 DQ4033'
 DQ4033'TO REACH FROM THE INTERSECTION OF GOULDTOWN-WOODRUFF ROAD (COUNTY
 DQ4033'ROUTE 553), GO 0.5 MI (0.8 KM) WEST-NORTHWEST ON NEW JERSEY STATE
 DQ4033'HIGHWAY 49 (BRIDGETON-MILLEVILLE PIKE) TO THE STATION ON THE LEFT,
 DQ4033'LOCATED ON THE SOUTH SIDE OF NEW JERSEY STATE HIGHWAY 49.
 DQ4033'
 DQ4033'IT IS 25.5 FT (7.8 M) SOUTH OF THE CENTERLINE OF NEW JERSEY STATE
 DQ4033'HIGHWAY 49, 42.5 FT (13.0 M) EAST-SOUTHEAST OF POLE NUMBER B7776, 59.5
 DQ4033'FT (18.1 M) SOUTH-SOUTHEAST AND ACROSS THE HIGHWAY FROM POLE NUMBER
 DQ4033'BT85FA, 125 FT (38.1 M) WEST-NORTHWEST OF THE CENTERLINE EXTENDED OF
 DQ4033'LONGVIEW DRIVE, 3 FT (0.9 M) SOUTH OF THE SOUTH EDGE OF PAVING OF NEW
 DQ4033'JERSEY STATE HIGHWAY 49, IN FRONT OF HOUSE NUMBER 9 (2.5 STORY FRAME).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4416 ***********************************************************************
 JU4416  DESIGNATION -  6 H 1
 JU4416  PID         -  JU4416
 JU4416  STATE/COUNTY-  NJ/CUMBERLAND
 JU4416  COUNTRY     -  US
 JU4416  USGS QUAD   -  NEWFIELD (2019)
 JU4416
 JU4416                         *CURRENT SURVEY CONTROL
 JU4416  ______________________________________________________________________
 JU4416* NAD 83(2011) POSITION- 39 33 15.59062(N) 075 04 04.95972(W)   ADJUSTED
 JU4416* NAD 83(2011) ELLIP HT-   -10.954 (meters)        (06/27/12)   ADJUSTED
 JU4416* NAD 83(2011) EPOCH   -  2010.00
 JU4416* NAVD 88 ORTHO HEIGHT -    22.7   (meters)       74.    (feet) GPS OBS
 JU4416  ______________________________________________________________________
 JU4416  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4416  GEOID HEIGHT    -        -33.652 (meters)                     GEOID99
 JU4416  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 JU4416  NAD 83(2011) X  -  1,268,867.941 (meters)                     COMP
 JU4416  NAD 83(2011) Y  - -4,758,075.172 (meters)                     COMP
 JU4416  NAD 83(2011) Z  -  4,039,949.240 (meters)                     COMP
 JU4416  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 JU4416
 JU4416  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4416  Standards:
 JU4416         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4416            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4416  -------------------------------------------------------------------
 JU4416  NETWORK    0.52   0.90           0.24   0.17   0.46     -0.01381717
 JU4416  -------------------------------------------------------------------
 JU4416  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4416
 JU4416.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4416.been affixed to the stable North American tectonic plate. See 
 JU4416.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4416
 JU4416.The horizontal coordinates are valid at the epoch date displayed above
 JU4416.which is a decimal equivalence of Year/Month/Day.
 JU4416
 JU4416.The orthometric height was determined by GPS observations and a
 JU4416.high-resolution geoid model.
 JU4416
 JU4416.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4416.GEOID18 height accuracy estimate available here.
 JU4416
 JU4416.Click photographs - Photos may exist for this station.
 JU4416
 JU4416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4416
 JU4416.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4416
 JU4416.The ellipsoidal height was determined by GPS observations
 JU4416.and is referenced to NAD 83.
 JU4416
 JU4416. The following values were computed from the NAD 83(2011) position.
 JU4416
 JU4416;                    North         East     Units Scale Factor Converg.
 JU4416;SPC NJ       -    80,190.643   101,183.353   MT  0.99992933   -0 21 42.3
 JU4416;SPC NJ       -   263,092.13    331,965.72   sFT  0.99992933   -0 21 42.3
 JU4416;UTM  18      - 4,378,296.405   494,154.170   MT  0.99960042   -0 02 36.0
 JU4416
 JU4416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4416!SPC NJ       -   1.00000172  x   0.99992933  =   0.99993105
 JU4416!UTM  18      -   1.00000172  x   0.99960042  =   0.99960214
 JU4416
 JU4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9415478296(NAD 83)
 JU4416
 JU4416                          SUPERSEDED SURVEY CONTROL
 JU4416
 JU4416  NAD 83(2007)-  39 33 15.59078(N)    075 04 04.96025(W) AD(2002.00) 0
 JU4416  ELLIP H (02/10/07)  -10.943  (m)                       GP(2002.00)    
 JU4416  ELLIP H (09/25/02)  -10.933  (m)                       GP(       ) 4 1
 JU4416  NAD 83(1996)-  39 33 15.59077(N)    075 04 04.96052(W) AD(       ) 1
 JU4416  ELLIP H (05/14/99)  -10.936  (m)                       GP(       ) 4 1
 JU4416  NAD 83(1992)-  39 33 15.58947(N)    075 04 04.96003(W) AD(       ) 1
 JU4416  NAVD 88 (03/01/94)   22.7    (m)  GEOID93  model used  GPS OBS        
 JU4416
 JU4416.Superseded values are not recommended for survey control.
 JU4416
 JU4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4416.See file dsdata.pdf to determine how the superseded data were derived.
 JU4416
 JU4416_MARKER: DD = SURVEY DISK
 JU4416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DI3274 ***********************************************************************
 DI3274  DESIGNATION -  6 H 2
 DI3274  PID         -  DI3274
 DI3274  STATE/COUNTY-  NJ/CUMBERLAND
 DI3274  COUNTRY     -  US
 DI3274  USGS QUAD   -  MILLVILLE (2019)
 DI3274
 DI3274                         *CURRENT SURVEY CONTROL
 DI3274  ______________________________________________________________________
 DI3274* NAD 83(1986) POSITION- 39 27 18.48   (N) 075 04 05.70   (W)   HD_HELD1
 DI3274* NAVD 88 ORTHO HEIGHT -    13.789 (meters)       45.24  (feet) ADJUSTED
 DI3274  ______________________________________________________________________
 DI3274  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 DI3274  DYNAMIC HEIGHT  -         13.782 (meters)       45.22  (feet) COMP
 DI3274  MODELED GRAVITY -    980,119.1   (mgal)                       NAVD 88
 DI3274
 DI3274  VERT ORDER      -  FIRST     CLASS II
 DI3274
 DI3274.The horizontal coordinates were determined by differentially corrected
 DI3274.hand held GPS observations or other comparable positioning techniques
 DI3274.and have an estimated accuracy of +/- 3 meters.
 DI3274
 DI3274.The orthometric height was determined by differential leveling and
 DI3274.adjusted by the NATIONAL GEODETIC SURVEY
 DI3274.in June 2007.
 DI3274
 DI3274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3274.GEOID18 height accuracy estimate available here.
 DI3274
 DI3274.Click photographs - Photos may exist for this station.
 DI3274
 DI3274.The dynamic height is computed by dividing the NAVD 88
 DI3274.geopotential number by the normal gravity value computed on the
 DI3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3274.degrees latitude (g = 980.6199 gals.).
 DI3274
 DI3274.The modeled gravity was interpolated from observed gravity values.
 DI3274
 DI3274;                    North         East    Units  Estimated Accuracy
 DI3274;SPC NJ       -    69,178.3     101,096.2     MT  (+/- 3 meters HH1 GPS) 
 DI3274
 DI3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9412867287(NAD 83)
 DI3274
 DI3274                          SUPERSEDED SURVEY CONTROL
 DI3274
 DI3274.No superseded survey control is available for this station.
 DI3274
 DI3274_MARKER: DD = SURVEY DISK
 DI3274_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI3274_SP_SET: RETAINING WALL
 DI3274_STAMPING: 6 H 2 2003
 DI3274_MARK LOGO: NJGS
 DI3274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3274+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3274
 DI3274  HISTORY     - Date     Condition        Report By
 DI3274  HISTORY     - 20030804 MONUMENTED       NJGS
 DI3274  HISTORY     - 20110512 GOOD             NJGS
 DI3274
 DI3274                          STATION DESCRIPTION
 DI3274
 DI3274'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3274'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3274'STATE ROUTE 55, SET  FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 DI3274'RETAINING WALL OF THE CULVERT  CARRYING STATE ROUTE 55 NORTHBOUND OVER
 DI3274'PARVINS BRANCH, STRUCTURE NUMBER 0610 151,  MILEPOST 30.33.
 DI3274'
 DI3274'THE STATION IS 9.5 M (31.2 FT) NORTHEAST FROM THE CENTERLINE OF THE
 DI3274'NORTHBOUND LANES, 4.0  M (13.1 FT) SOUTH SOUTHEAST FROM THE CENTER OF
 DI3274'THE CULVERT AND 0.8 M (2.6 FT) NORTHEAST  FROM THE EAST CURB OF THE
 DI3274'NORTHBOUND LANES.
 DI3274
 DI3274                          STATION RECOVERY (2011)
 DI3274
 DI3274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2511 ***********************************************************************
 DO2511  DESIGNATION -  6 H 3
 DO2511  PID         -  DO2511
 DO2511  STATE/COUNTY-  NJ/CUMBERLAND
 DO2511  COUNTRY     -  US
 DO2511  USGS QUAD   -  SHILOH (2019)
 DO2511
 DO2511                         *CURRENT SURVEY CONTROL
 DO2511  ______________________________________________________________________
 DO2511* NAD 83(1986) POSITION- 39 26 12.60   (N) 075 15 34.09   (W)   HD_HELD1
 DO2511* NAVD 88 ORTHO HEIGHT -    26.375 (meters)       86.53  (feet) ADJUSTED
 DO2511  ______________________________________________________________________
 DO2511  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 DO2511  DYNAMIC HEIGHT  -         26.361 (meters)       86.49  (feet) COMP
 DO2511  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 DO2511
 DO2511  VERT ORDER      -  FIRST     CLASS II
 DO2511
 DO2511.The horizontal coordinates were determined by differentially corrected
 DO2511.hand held GPS observations or other comparable positioning techniques
 DO2511.and have an estimated accuracy of +/- 3 meters.
 DO2511
 DO2511.The orthometric height was determined by differential leveling and
 DO2511.adjusted by the NATIONAL GEODETIC SURVEY
 DO2511.in April 2013.
 DO2511
 DO2511.No vertical observational check was made to the station.
 DO2511
 DO2511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2511.GEOID18 height accuracy estimate available here.
 DO2511
 DO2511.Click photographs - Photos may exist for this station.
 DO2511
 DO2511.The dynamic height is computed by dividing the NAVD 88
 DO2511.geopotential number by the normal gravity value computed on the
 DO2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2511.degrees latitude (g = 980.6199 gals.).
 DO2511
 DO2511.The modeled gravity was interpolated from observed gravity values.
 DO2511
 DO2511;                    North         East    Units  Estimated Accuracy
 DO2511;SPC NJ       -    67,268.0      84,622.5     MT  (+/- 3 meters HH1 GPS) 
 DO2511
 DO2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7767065286(NAD 83)
 DO2511
 DO2511                          SUPERSEDED SURVEY CONTROL
 DO2511
 DO2511.No superseded survey control is available for this station.
 DO2511
 DO2511_MARKER: DD = SURVEY DISK
 DO2511_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO2511_SP_SET: SIGN BASE
 DO2511_STAMPING: 6 H 3 2011
 DO2511_MARK LOGO: NJGS
 DO2511_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2511+STABILITY: SURFACE MOTION
 DO2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2511+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2511
 DO2511  HISTORY     - Date     Condition        Report By
 DO2511  HISTORY     - 20110531 MONUMENTED       NJGS
 DO2511
 DO2511                          STATION DESCRIPTION
 DO2511
 DO2511'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2511'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, SET IN A DRILL HOLE IN
 DO2511'THE EAST CORNER OF A 3 FT (0.9 M) SIGN BASE (SUNGENIS INSURANCE
 DO2511'COMPANY) ON THE SOUTH SIDE OF SHILOH PIKE (NJ STATE ROUTE 49) AT THE
 DO2511'WEST DRIVEWAY TO THE BUILDING.
 DO2511'
 DO2511'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2511'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 1.55 MI (2.5
 DO2511'KM) WEST ON ROUTE 49 TO THE T-JUNCTION WITH STELL STREET AND THE
 DO2511'STATION ON THE LEFT.
 DO2511'
 DO2511'THE STATION IS 19.2 FT (5.9 M) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 DO2511'STELL STREET, 34.0 FT (10.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DO2511'ROUTE 49, 24.8 FT (7.6 M) SOUTHWEST OF POLE NUMBER B46687, 48.3 FT
 DO2511'(14.7 M) NORTHWEST OF THE NORTHWEST CORNER OF THE BUSINESS, 207 FT
 DO2511'(63.1 M) SOUTHWEST OF MILEPOST 24.  THE STATION IS ABOUT 1 FT (0.3 M)
 DO2511'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4038 ***********************************************************************
 DQ4038  DESIGNATION -  6 H 4
 DQ4038  PID         -  DQ4038
 DQ4038  STATE/COUNTY-  NJ/CUMBERLAND
 DQ4038  COUNTRY     -  US
 DQ4038  USGS QUAD   -  BRIDGETON (2019)
 DQ4038
 DQ4038                         *CURRENT SURVEY CONTROL
 DQ4038  ______________________________________________________________________
 DQ4038* NAD 83(1986) POSITION- 39 25 18.30   (N) 075 11 26.94   (W)   HD_HELD1
 DQ4038* NAVD 88 ORTHO HEIGHT -    26.676 (meters)       87.52  (feet) ADJUSTED
 DQ4038  ______________________________________________________________________
 DQ4038  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 DQ4038  DYNAMIC HEIGHT  -         26.663 (meters)       87.48  (feet) COMP
 DQ4038  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 DQ4038
 DQ4038  VERT ORDER      -  FIRST     CLASS II
 DQ4038
 DQ4038.The horizontal coordinates were determined by differentially corrected
 DQ4038.hand held GPS observations or other comparable positioning techniques
 DQ4038.and have an estimated accuracy of +/- 3 meters.
 DQ4038
 DQ4038.The orthometric height was determined by differential leveling and
 DQ4038.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4038.in March 2017.
 DQ4038
 DQ4038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4038.GEOID18 height accuracy estimate available here.
 DQ4038
 DQ4038.Click photographs - Photos may exist for this station.
 DQ4038
 DQ4038.The dynamic height is computed by dividing the NAVD 88
 DQ4038.geopotential number by the normal gravity value computed on the
 DQ4038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4038.degrees latitude (g = 980.6199 gals.).
 DQ4038
 DQ4038.The modeled gravity was interpolated from observed gravity values.
 DQ4038
 DQ4038;                    North         East    Units  Estimated Accuracy
 DQ4038;SPC NJ       -    65,546.0      90,519.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4038
 DQ4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8357563597(NAD 83)
 DQ4038
 DQ4038                          SUPERSEDED SURVEY CONTROL
 DQ4038
 DQ4038.No superseded survey control is available for this station.
 DQ4038
 DQ4038_MARKER: DD = SURVEY DISK
 DQ4038_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ4038_STAMPING: 6 H 4 2016
 DQ4038_MARK LOGO: NJGS
 DQ4038_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ4038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4038+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2016
 DQ4038
 DQ4038  HISTORY     - Date     Condition        Report By
 DQ4038  HISTORY     - UNK      MONUMENTED       NJDT
 DQ4038  HISTORY     - 20160825 GOOD             NJGS
 DQ4038
 DQ4038                          STATION DESCRIPTION
 DQ4038
 DQ4038'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4038'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF
 DQ4038'SHILOH, 6.2 MI (10.0 KM) NORTH OF CEDARVILLE AND 2.4 MI (3.9 KM) EAST
 DQ4038'OF BRIDGETON, IN FAIRFIELD TOWNSHIP.
 DQ4038'
 DQ4038'TO REACH FROM THE INTERSECTION OF GOULDTOWN-WOODRUFF ROAD (COUNTY
 DQ4038'ROUTE 553), GO 0.3 MI (0.5 KM) WEST-NORTHWEST ON NEW JERSEY STATE
 DQ4038'HIGHWAY 49 (BRIDGETON-MILLVILLE PIKE) TO THE STATION ON THE LEFT, ON
 DQ4038'THE SOUTH SIDE OF NEW JERSEY STATE HIGHWAY 49.
 DQ4038'
 DQ4038'IT IS 2.5 FT (0.8 M) SOUTH OF THE SOUTH EDGE OF NEW JERSEY STATE
 DQ4038'HIGHWAY 49, 26 FT (7.9 M) SOUTH OF THE CENTERLINE OF NEW JERSEY STATE
 DQ4038'HIGHWAY 49, AT THE WEST EDGE OF AND 16 FT (4.9 M) WEST OF THE
 DQ4038'CENTERLINE OF THE DRIVEWAY FOR HOUSE NUMBER 926 (2.5 STORY FRAME), 62
 DQ4038'FT (18.9 M) SOUTH-SOUTHEAST OF POLE NUMBER 67-94, 82 FT (25.0 M) EAST
 DQ4038'OF THE EXTENDED CENTERLINE OF WALDEN DRIVE, 126 FT (38.4 M) WEST OF
 DQ4038'MILE POST 28.0 SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4417 ***********************************************************************
 JU4417  DESIGNATION -  6 J 1
 JU4417  PID         -  JU4417
 JU4417  STATE/COUNTY-  NJ/CUMBERLAND
 JU4417  COUNTRY     -  US
 JU4417  USGS QUAD   -  NEWFIELD (2019)
 JU4417
 JU4417                         *CURRENT SURVEY CONTROL
 JU4417  ______________________________________________________________________
 JU4417* NAD 83(2011) POSITION- 39 33 22.91447(N) 075 03 32.81132(W)   ADJUSTED
 JU4417* NAD 83(2011) ELLIP HT-    -8.331 (meters)        (06/27/12)   ADJUSTED
 JU4417* NAD 83(2011) EPOCH   -  2010.00
 JU4417* NAVD 88 ORTHO HEIGHT -    25.3   (meters)       83.    (feet) GPS OBS
 JU4417  ______________________________________________________________________
 JU4417  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4417  GEOID HEIGHT    -        -33.651 (meters)                     GEOID99
 JU4417  GEOID HEIGHT    -        -33.653 (meters)                     GEOID18
 JU4417  NAD 83(2011) X  -  1,269,572.955 (meters)                     COMP
 JU4417  NAD 83(2011) Y  - -4,757,740.326 (meters)                     COMP
 JU4417  NAD 83(2011) Z  -  4,040,125.060 (meters)                     COMP
 JU4417  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 JU4417
 JU4417  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4417  Standards:
 JU4417         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4417            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4417  -------------------------------------------------------------------
 JU4417  NETWORK    0.50   0.88           0.23   0.17   0.45     -0.02268983
 JU4417  -------------------------------------------------------------------
 JU4417  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4417
 JU4417.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4417.been affixed to the stable North American tectonic plate. See 
 JU4417.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4417
 JU4417.The horizontal coordinates are valid at the epoch date displayed above
 JU4417.which is a decimal equivalence of Year/Month/Day.
 JU4417
 JU4417.The orthometric height was determined by GPS observations and a
 JU4417.high-resolution geoid model.
 JU4417
 JU4417.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4417.GEOID18 height accuracy estimate available here.
 JU4417
 JU4417.Click photographs - Photos may exist for this station.
 JU4417
 JU4417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4417
 JU4417.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4417
 JU4417.The ellipsoidal height was determined by GPS observations
 JU4417.and is referenced to NAD 83.
 JU4417
 JU4417. The following values were computed from the NAD 83(2011) position.
 JU4417
 JU4417;                    North         East     Units Scale Factor Converg.
 JU4417;SPC NJ       -    80,411.687   101,952.198   MT  0.99992841   -0 21 21.9
 JU4417;SPC NJ       -   263,817.34    334,488.17   sFT  0.99992841   -0 21 21.9
 JU4417;UTM  18      - 4,378,521.644   494,921.522   MT  0.99960032   -0 02 15.5
 JU4417
 JU4417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4417!SPC NJ       -   1.00000131  x   0.99992841  =   0.99992972
 JU4417!UTM  18      -   1.00000131  x   0.99960032  =   0.99960163
 JU4417
 JU4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9492178521(NAD 83)
 JU4417
 JU4417|---------------------------------------------------------------------|
 JU4417| PID    Reference Object                     Distance      Geod. Az  |
 JU4417|                                                           dddmmss.s |
 JU4417| JU4346 6 E 1                               396.889 METERS 35426     |
 JU4417|---------------------------------------------------------------------|
 JU4417
 JU4417                          SUPERSEDED SURVEY CONTROL
 JU4417
 JU4417  NAD 83(2007)-  39 33 22.91459(N)    075 03 32.81182(W) AD(2002.00) 0
 JU4417  ELLIP H (02/10/07)   -8.321  (m)                       GP(2002.00)    
 JU4417  ELLIP H (09/25/02)   -8.308  (m)                       GP(       ) 4 1
 JU4417  NAD 83(1996)-  39 33 22.91455(N)    075 03 32.81206(W) AD(       ) 1
 JU4417  ELLIP H (05/14/99)   -8.316  (m)                       GP(       ) 4 1
 JU4417  NAD 83(1992)-  39 33 22.91325(N)    075 03 32.81157(W) AD(       ) 1
 JU4417  NAVD 88 (03/01/94)   25.3    (m)  GEOID93  model used  GPS OBS        
 JU4417
 JU4417.Superseded values are not recommended for survey control.
 JU4417
 JU4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4417.See file dsdata.pdf to determine how the superseded data were derived.
 JU4417
 JU4417_MARKER: DD = SURVEY DISK
 JU4417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DI3275 ***********************************************************************
 DI3275  DESIGNATION -  6 J 2
 DI3275  PID         -  DI3275
 DI3275  STATE/COUNTY-  NJ/CUMBERLAND
 DI3275  COUNTRY     -  US
 DI3275  USGS QUAD   -  MILLVILLE (2019)
 DI3275
 DI3275                         *CURRENT SURVEY CONTROL
 DI3275  ______________________________________________________________________
 DI3275* NAD 83(1986) POSITION- 39 27 49.42   (N) 075 04 24.92   (W)   HD_HELD1
 DI3275* NAVD 88 ORTHO HEIGHT -    19.611 (meters)       64.34  (feet) ADJUSTED
 DI3275  ______________________________________________________________________
 DI3275  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 DI3275  DYNAMIC HEIGHT  -         19.601 (meters)       64.31  (feet) COMP
 DI3275  MODELED GRAVITY -    980,118.7   (mgal)                       NAVD 88
 DI3275
 DI3275  VERT ORDER      -  FIRST     CLASS II
 DI3275
 DI3275.The horizontal coordinates were determined by differentially corrected
 DI3275.hand held GPS observations or other comparable positioning techniques
 DI3275.and have an estimated accuracy of +/- 3 meters.
 DI3275
 DI3275.The orthometric height was determined by differential leveling and
 DI3275.adjusted by the NATIONAL GEODETIC SURVEY
 DI3275.in June 2007.
 DI3275
 DI3275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3275.GEOID18 height accuracy estimate available here.
 DI3275
 DI3275.Click photographs - Photos may exist for this station.
 DI3275
 DI3275.The dynamic height is computed by dividing the NAVD 88
 DI3275.geopotential number by the normal gravity value computed on the
 DI3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3275.degrees latitude (g = 980.6199 gals.).
 DI3275
 DI3275.The modeled gravity was interpolated from observed gravity values.
 DI3275
 DI3275;                    North         East    Units  Estimated Accuracy
 DI3275;SPC NJ       -    70,135.4     100,642.8     MT  (+/- 3 meters HH1 GPS) 
 DI3275
 DI3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9366968241(NAD 83)
 DI3275
 DI3275                          SUPERSEDED SURVEY CONTROL
 DI3275
 DI3275.No superseded survey control is available for this station.
 DI3275
 DI3275_MARKER: DD = SURVEY DISK
 DI3275_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI3275_SP_SET: RETAINING WALL
 DI3275_STAMPING: 6 J 2 2003
 DI3275_MARK LOGO: NJGS
 DI3275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3275+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3275
 DI3275  HISTORY     - Date     Condition        Report By
 DI3275  HISTORY     - 20030804 MONUMENTED       NJGS
 DI3275  HISTORY     - 20110512 GOOD             NJGS
 DI3275
 DI3275                          STATION DESCRIPTION
 DI3275
 DI3275'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3275'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3275'STATE ROUTE 55, SET  FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DI3275'RETAINING WALL OF THE BRIDGE CARRYING  STATE ROUTE 55 NORTHBOUND OVER
 DI3275'NEW YORK AVENUE, AN UNIMPROVED LOCAL ROAD,  STRUCTURE NUMBER 0610 153,
 DI3275'MILEPOST 30.99.
 DI3275'
 DI3275'THE STATION IS 9.4 M (30.8 FT) EAST FROM THE CENTERLINE OF THE
 DI3275'NORTHBOUND LANES, 2.7 M (8.9  FT) NORTH FROM THE CENTER OF THE BRIDGE,
 DI3275'0.9 M (3.0 FT) EAST FROM THE EAST CURB OF THE  NORTHBOUND LANES, 32.6
 DI3275'M (107.0 FT) SOUTH FROM A GREEN PAINTED TRAFFIC SIGN, MILEPOST 31,  ON
 DI3275'THE EAST SIDE OF THE NORTHBOUND LANES AND 1.9 M (6.2 FT) SOUTH FROM A
 DI3275'METAL WITNESS POST WITH SIGN ATTACHED.
 DI3275
 DI3275                          STATION RECOVERY (2011)
 DI3275
 DI3275'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2517 ***********************************************************************
 DO2517  DESIGNATION -  6 J 3
 DO2517  PID         -  DO2517
 DO2517  STATE/COUNTY-  NJ/CUMBERLAND
 DO2517  COUNTRY     -  US
 DO2517  USGS QUAD   -  BRIDGETON (2019)
 DO2517
 DO2517                         *CURRENT SURVEY CONTROL
 DO2517  ______________________________________________________________________
 DO2517* NAD 83(1986) POSITION- 39 25 42.99   (N) 075 13 51.72   (W)   HD_HELD1
 DO2517* NAVD 88 ORTHO HEIGHT -     9.706 (meters)       31.84  (feet) ADJUSTED
 DO2517  ______________________________________________________________________
 DO2517  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 DO2517  DYNAMIC HEIGHT  -          9.701 (meters)       31.83  (feet) COMP
 DO2517  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DO2517
 DO2517  VERT ORDER      -  FIRST     CLASS II
 DO2517
 DO2517.The horizontal coordinates were determined by differentially corrected
 DO2517.hand held GPS observations or other comparable positioning techniques
 DO2517.and have an estimated accuracy of +/- 3 meters.
 DO2517
 DO2517.The orthometric height was determined by differential leveling and
 DO2517.adjusted by the NATIONAL GEODETIC SURVEY
 DO2517.in April 2013.
 DO2517
 DO2517.No vertical observational check was made to the station.
 DO2517
 DO2517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2517.GEOID18 height accuracy estimate available here.
 DO2517
 DO2517.Click photographs - Photos may exist for this station.
 DO2517
 DO2517.The dynamic height is computed by dividing the NAVD 88
 DO2517.geopotential number by the normal gravity value computed on the
 DO2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2517.degrees latitude (g = 980.6199 gals.).
 DO2517
 DO2517.The modeled gravity was interpolated from observed gravity values.
 DO2517
 DO2517;                    North         East    Units  Estimated Accuracy
 DO2517;SPC NJ       -    66,334.6      87,063.0     MT  (+/- 3 meters HH1 GPS) 
 DO2517
 DO2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8011564366(NAD 83)
 DO2517
 DO2517                          SUPERSEDED SURVEY CONTROL
 DO2517
 DO2517.No superseded survey control is available for this station.
 DO2517
 DO2517_MARKER: DD = SURVEY DISK
 DO2517_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO2517_SP_SET: FLAGPOLE BASE
 DO2517_STAMPING: 6 J 3 2011
 DO2517_MARK LOGO: NJGS
 DO2517_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2517+STABILITY: SURFACE MOTION
 DO2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2517+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2011
 DO2517
 DO2517  HISTORY     - Date     Condition        Report By
 DO2517  HISTORY     - 20110603 MONUMENTED       NJGS
 DO2517
 DO2517                          STATION DESCRIPTION
 DO2517
 DO2517'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2517'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, SET IN A DRILL HOLE
 DO2517'IN THE NORTHEAST CORNER OF THE FLAGPOLE IN FRONT OF THE FORMER CITY
 DO2517'HALL BUILDING AT THE SOUTHEAST CORNER OF THE JUNCTION OF BANK STREET
 DO2517'AND COMMERCE STREET.
 DO2517'
 DO2517'TO REACH THE STATION FROM THE JUNCTION OF EAST COMMERCE STREET (COUNTY
 DO2517'ROAD 670) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2517'0.1 MI (0.2 KM) EAST ON EAST COMMERCE STREET TO THE JUNCTION WITH BANK
 DO2517'STREET AND THE STATION ON THE RIGHT.
 DO2517'
 DO2517'THE STATION IS 120.0 FT (36.6 M) EAST OF THE CENTERLINE OF BANK
 DO2517'STREET, 54.0 FT (16.5 M) SOUTH OF THE CENTERLINE OF COMMERCE STREET,
 DO2517'26.9 FT (8.2 M) SOUTH OF THE SOUTH CURB OF COMMERCE STREET, 98.0 FT
 DO2517'(29.9 M) WEST OF THE CENTERLINE OF THE DRIVE LEADING TO THE REAR OF
 DO2517'THE BUILDING, 27.5 FT (8.4 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DO2517'EAST BALUSTRADE FOR THE FRONT STEPS, 28.2 FT (8.6 M) NORTHEAST OF THE
 DO2517'NORTHEAST CORNER OF THE WEST BALUSTRADE FOR THE FRONT STEPS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7202 ***********************************************************************
 AA7202  DESIGNATION -  6 K 1
 AA7202  PID         -  AA7202
 AA7202  STATE/COUNTY-  NJ/CUMBERLAND
 AA7202  COUNTRY     -  US
 AA7202  USGS QUAD   -  BRIDGETON (2019)
 AA7202
 AA7202                         *CURRENT SURVEY CONTROL
 AA7202  ______________________________________________________________________
 AA7202* NAD 83(2011) POSITION- 39 24 30.91095(N) 075 14 25.22889(W)   ADJUSTED
 AA7202* NAD 83(2011) ELLIP HT-   -22.515 (meters)        (06/27/12)   ADJUSTED
 AA7202* NAD 83(2011) EPOCH   -  2010.00
 AA7202* NAVD 88 ORTHO HEIGHT -    11.3   (meters)       37.    (feet) GPS OBS
 AA7202  ______________________________________________________________________
 AA7202  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7202  GEOID HEIGHT    -         -34.14 (meters)                     GEOID93
 AA7202  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 AA7202  NAD 83(2011) X  -  1,257,172.845 (meters)                     COMP
 AA7202  NAD 83(2011) Y  - -4,771,809.664 (meters)                     COMP
 AA7202  NAD 83(2011) Z  -  4,027,452.768 (meters)                     COMP
 AA7202  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 AA7202
 AA7202  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7202  Standards:
 AA7202         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7202            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7202  -------------------------------------------------------------------
 AA7202  NETWORK    0.47   0.80           0.21   0.17   0.41      0.08686341
 AA7202  -------------------------------------------------------------------
 AA7202  Click here for local accuracies and other accuracy information.
 AA7202
 AA7202.The horizontal coordinates were established by GPS observations
 AA7202.and adjusted by the National Geodetic Survey in June 2012.
 AA7202
 AA7202.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7202.been affixed to the stable North American tectonic plate. See 
 AA7202.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7202
 AA7202.The horizontal coordinates are valid at the epoch date displayed above
 AA7202.which is a decimal equivalence of Year/Month/Day.
 AA7202
 AA7202.The orthometric height was determined by GPS observations and a
 AA7202.high-resolution geoid model.
 AA7202
 AA7202.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7202.GEOID18 height accuracy estimate available here.
 AA7202
 AA7202.Click photographs - Photos may exist for this station.
 AA7202
 AA7202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7202
 AA7202.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7202
 AA7202.The ellipsoidal height was determined by GPS observations
 AA7202.and is referenced to NAD 83.
 AA7202
 AA7202. The following values were computed from the NAD 83(2011) position.
 AA7202
 AA7202;                    North         East     Units Scale Factor Converg.
 AA7202;SPC NJ       -    64,118.445    86,243.401   MT  0.99995003   -0 28 12.1
 AA7202;SPC NJ       -   210,361.93    282,950.22   sFT  0.99995003   -0 28 12.1
 AA7202;UTM  18      - 4,362,146.997   479,308.632   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7930862146(NAD 83)
 AA7202
 AA7202                          SUPERSEDED SURVEY CONTROL
 AA7202
 AA7202  NAD 83(2007)-  39 24 30.91130(N)    075 14 25.22950(W) AD(2002.00) 0
 AA7202  ELLIP H (02/10/07)  -22.501  (m)                       GP(2002.00)    
 AA7202  ELLIP H (10/23/02)  -22.502  (m)                       GP(       ) 4 1
 AA7202  NAD 83(1996)-  39 24 30.91133(N)    075 14 25.22977(W) AD(       ) 1
 AA7202  ELLIP H (05/14/99)  -22.512  (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)  -22.560  (m)                       GP(       ) 3 1
 AA7202
 AA7202.Superseded values are not recommended for survey control.
 AA7202
 AA7202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7202.See file dsdata.pdf to determine how the superseded data were derived.
 AA7202
 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 = JULY 24, 2026 22:12:30 EDT
 DI3276 ***********************************************************************
 DI3276  DESIGNATION -  6 K 2
 DI3276  PID         -  DI3276
 DI3276  STATE/COUNTY-  NJ/CUMBERLAND
 DI3276  COUNTRY     -  US
 DI3276  USGS QUAD   -  MILLVILLE (2019)
 DI3276
 DI3276                         *CURRENT SURVEY CONTROL
 DI3276  ______________________________________________________________________
 DI3276* NAD 83(1986) POSITION- 39 28 54.92   (N) 075 04 18.94   (W)   HD_HELD1
 DI3276* NAVD 88 ORTHO HEIGHT -    16.465 (meters)       54.02  (feet) ADJUSTED
 DI3276  ______________________________________________________________________
 DI3276  GEOID HEIGHT    -        -33.779 (meters)                     GEOID18
 DI3276  DYNAMIC HEIGHT  -         16.457 (meters)       53.99  (feet) COMP
 DI3276  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 DI3276
 DI3276  VERT ORDER      -  FIRST     CLASS II
 DI3276
 DI3276.The horizontal coordinates were determined by differentially corrected
 DI3276.hand held GPS observations or other comparable positioning techniques
 DI3276.and have an estimated accuracy of +/- 3 meters.
 DI3276
 DI3276.The orthometric height was determined by differential leveling and
 DI3276.adjusted by the NATIONAL GEODETIC SURVEY
 DI3276.in June 2007.
 DI3276
 DI3276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3276.GEOID18 height accuracy estimate available here.
 DI3276
 DI3276.Click photographs - Photos may exist for this station.
 DI3276
 DI3276.The dynamic height is computed by dividing the NAVD 88
 DI3276.geopotential number by the normal gravity value computed on the
 DI3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3276.degrees latitude (g = 980.6199 gals.).
 DI3276
 DI3276.The modeled gravity was interpolated from observed gravity values.
 DI3276
 DI3276;                    North         East    Units  Estimated Accuracy
 DI3276;SPC NJ       -    72,154.3     100,798.6     MT  (+/- 3 meters HH1 GPS) 
 DI3276
 DI3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9381470260(NAD 83)
 DI3276
 DI3276                          SUPERSEDED SURVEY CONTROL
 DI3276
 DI3276.No superseded survey control is available for this station.
 DI3276
 DI3276_MARKER: DD = SURVEY DISK
 DI3276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI3276_SP_SET: RETAINING WALL
 DI3276_STAMPING: 6 K 2 2003
 DI3276_MARK LOGO: NJGS
 DI3276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3276+STABILITY: SURFACE MOTION
 DI3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3276+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2020
 DI3276
 DI3276  HISTORY     - Date     Condition        Report By
 DI3276  HISTORY     - 20030804 MONUMENTED       NJGS
 DI3276  HISTORY     - 20110512 GOOD             NJGS
 DI3276  HISTORY     - 20200604 GOOD             NJGS
 DI3276
 DI3276                          STATION DESCRIPTION
 DI3276
 DI3276'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3276'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3276'STATE ROUTE 55, SET  FLUSH IN A DRILL IN THE TOP OF THE SOUTHEAST
 DI3276'RETAINING WALL OF THE CULVERT CARRYING  STATE ROUTE 55 NORTHBOUND OVER
 DI3276'LITTLE ROBIN BRANCH, STRUCTURE NUMBER 0610 155,  MILEPOST 32.25.
 DI3276'
 DI3276'THE STATION IS 9.5 M (31.2 FT) EAST FROM THE CENTERLINE OF THE
 DI3276'NORTHBOUND LANES, 3.2 M (10.5  FT) SOUTH FROM THE CENTER OF THE
 DI3276'BRIDGE, 0.8 M (2.6 FT) EAST FROM THE EAST CURB OF THE  NORTHBOUND
 DI3276'LANES AND 18.5 M (60.7 FT) SOUTH FROM AN EMERGENCY TELEPHONE CALL
 DI3276'STATION  32.3 ON THE EAST SIDE OF THE NORTHBOUND LANES.
 DI3276
 DI3276                          STATION RECOVERY (2011)
 DI3276
 DI3276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3276'RECOVERED IN GOOD CONDITION.
 DI3276
 DI3276                          STATION RECOVERY (2020)
 DI3276
 DI3276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3276'ADDITIONAL TIES ARE 0.3 M (1.0 FT) NORTH OF A WITNESS SIGN ON FENCE
 DI3276'AND 13.9 M (45.6 FT) NORTH OF CENTER OF INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2518 ***********************************************************************
 DO2518  DESIGNATION -  6 K 3
 DO2518  PID         -  DO2518
 DO2518  STATE/COUNTY-  NJ/CUMBERLAND
 DO2518  COUNTRY     -  US
 DO2518  USGS QUAD   -  SHILOH (2019)
 DO2518
 DO2518                         *CURRENT SURVEY CONTROL
 DO2518  ______________________________________________________________________
 DO2518* NAD 83(1986) POSITION- 39 26 01.71   (N) 075 15 13.90   (W)   HD_HELD1
 DO2518* NAVD 88 ORTHO HEIGHT -    20.379 (meters)       66.86  (feet) ADJUSTED
 DO2518  ______________________________________________________________________
 DO2518  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 DO2518  DYNAMIC HEIGHT  -         20.368 (meters)       66.82  (feet) COMP
 DO2518  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 DO2518
 DO2518  VERT ORDER      -  FIRST     CLASS II
 DO2518
 DO2518.The horizontal coordinates were determined by differentially corrected
 DO2518.hand held GPS observations or other comparable positioning techniques
 DO2518.and have an estimated accuracy of +/- 3 meters.
 DO2518
 DO2518.The orthometric height was determined by differential leveling and
 DO2518.adjusted by the NATIONAL GEODETIC SURVEY
 DO2518.in April 2013.
 DO2518
 DO2518.No vertical observational check was made to the station.
 DO2518
 DO2518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2518.GEOID18 height accuracy estimate available here.
 DO2518
 DO2518.Click photographs - Photos may exist for this station.
 DO2518
 DO2518.The dynamic height is computed by dividing the NAVD 88
 DO2518.geopotential number by the normal gravity value computed on the
 DO2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2518.degrees latitude (g = 980.6199 gals.).
 DO2518
 DO2518.The modeled gravity was interpolated from observed gravity values.
 DO2518
 DO2518;                    North         East    Units  Estimated Accuracy
 DO2518;SPC NJ       -    66,928.1      85,102.5     MT  (+/- 3 meters HH1 GPS) 
 DO2518
 DO2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7815264949(NAD 83)
 DO2518
 DO2518                          SUPERSEDED SURVEY CONTROL
 DO2518
 DO2518.No superseded survey control is available for this station.
 DO2518
 DO2518_MARKER: DD = SURVEY DISK
 DO2518_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2518_SP_SET: CURB
 DO2518_STAMPING: 6 K 3 2011
 DO2518_MARK LOGO: NJGS
 DO2518_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2518+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2518
 DO2518  HISTORY     - Date     Condition        Report By
 DO2518  HISTORY     - 20110531 MONUMENTED       NJGS
 DO2518
 DO2518                          STATION DESCRIPTION
 DO2518
 DO2518'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2518'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, SET IN A DRILL HOLE IN A
 DO2518'CURB ON THE SOUTHWEST SIDE OF SHILOH PIKE (NJ STATE ROUTE 49)
 DO2518'SOUTHEAST OF THE DRIVEWAY LEADING TO THE PARKING LOT FOR A HOUSE
 DO2518'NUMBER 508 WHICH IS A BUSINESS.
 DO2518'
 DO2518'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2518'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 1.75 MI (2.8
 DO2518'KM) WEST ON ROUTE 49 TO THE STATION ON THE LEFT.
 DO2518'
 DO2518'THE STATION IS 24.0 FT (7.3 M) SOUTHWEST OF THE CENTERLINE OF ROUTE
 DO2518'49, 60.5 FT (18.4 M) SOUTH AND ACROSS ROUTE 49 FROM A POLE WITH NO
 DO2518'NUMBER, 26.0 FT (7.9 M) SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY
 DO2518'FOR HOUSE 508, 119.0 FT (36.3 M) SOUTHEAST OF POLE NUMBER B21035, 45.0
 DO2518'FT (13.7 M) NORTHWEST OF POLE 58, 12.5 FT (3.8 M) NORTHWEST OF A
 DO2518'TRAFFIC SIGN (ROAD NARROWS) WITH A WITNESS SIGN ATTACHED, 34.0 FT
 DO2518'(10.4 M) NORTHWEST OF THE CENTERLINE OF A DRIVE TO HOSE NUMBER 502.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7203 ***********************************************************************
 AA7203  DESIGNATION -  6 L 1
 AA7203  PID         -  AA7203
 AA7203  STATE/COUNTY-  NJ/CUMBERLAND
 AA7203  COUNTRY     -  US
 AA7203  USGS QUAD   -  BRIDGETON (2019)
 AA7203
 AA7203                         *CURRENT SURVEY CONTROL
 AA7203  ______________________________________________________________________
 AA7203* NAD 83(2011) POSITION- 39 24 25.02038(N) 075 14 05.81560(W)   ADJUSTED
 AA7203* NAD 83(2011) ELLIP HT-   -26.827 (meters)        (06/27/12)   ADJUSTED
 AA7203* NAD 83(2011) EPOCH   -  2010.00
 AA7203* NAVD 88 ORTHO HEIGHT -     7.0   (meters)       23.    (feet) GPS OBS
 AA7203  ______________________________________________________________________
 AA7203  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7203  GEOID HEIGHT    -         -34.15 (meters)                     GEOID93
 AA7203  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 AA7203  NAD 83(2011) X  -  1,257,650.496 (meters)                     COMP
 AA7203  NAD 83(2011) Y  - -4,771,799.616 (meters)                     COMP
 AA7203  NAD 83(2011) Z  -  4,027,309.669 (meters)                     COMP
 AA7203  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 AA7203
 AA7203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7203  Standards:
 AA7203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7203  -------------------------------------------------------------------
 AA7203  NETWORK    0.47   0.78           0.21   0.17   0.40      0.09991459
 AA7203  -------------------------------------------------------------------
 AA7203  Click here for local accuracies and other accuracy information.
 AA7203
 AA7203.The horizontal coordinates were established by GPS observations
 AA7203.and adjusted by the National Geodetic Survey in June 2012.
 AA7203
 AA7203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7203.been affixed to the stable North American tectonic plate. See 
 AA7203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7203
 AA7203.The horizontal coordinates are valid at the epoch date displayed above
 AA7203.which is a decimal equivalence of Year/Month/Day.
 AA7203
 AA7203.The orthometric height was determined by GPS observations and a
 AA7203.high-resolution geoid model.
 AA7203
 AA7203.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7203.GEOID18 height accuracy estimate available here.
 AA7203
 AA7203.Click photographs - Photos may exist for this station.
 AA7203
 AA7203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7203
 AA7203.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7203
 AA7203.The ellipsoidal height was determined by GPS observations
 AA7203.and is referenced to NAD 83.
 AA7203
 AA7203. The following values were computed from the NAD 83(2011) position.
 AA7203
 AA7203;                    North         East     Units Scale Factor Converg.
 AA7203;SPC NJ       -    63,933.001    86,706.325   MT  0.99994931   -0 27 59.7
 AA7203;SPC NJ       -   209,753.52    284,469.00   sFT  0.99994931   -0 27 59.7
 AA7203;UTM  18      - 4,361,964.183   479,772.416   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  =   0.99960925
 AA7203
 AA7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7977261964(NAD 83)
 AA7203
 AA7203                          SUPERSEDED SURVEY CONTROL
 AA7203
 AA7203  NAD 83(2007)-  39 24 25.02072(N)    075 14 05.81624(W) AD(2002.00) 0
 AA7203  ELLIP H (02/10/07)  -26.813  (m)                       GP(2002.00)    
 AA7203  ELLIP H (10/23/02)  -26.814  (m)                       GP(       ) 4 1
 AA7203  NAD 83(1996)-  39 24 25.02075(N)    075 14 05.81648(W) AD(       ) 1
 AA7203  ELLIP H (05/14/99)  -26.823  (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)  -26.873  (m)                       GP(       ) 3 1
 AA7203
 AA7203.Superseded values are not recommended for survey control.
 AA7203
 AA7203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7203.See file dsdata.pdf to determine how the superseded data were derived.
 AA7203
 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 = JULY 24, 2026 22:12:30 EDT
 DI3277 ***********************************************************************
 DI3277  DESIGNATION -  6 L 2
 DI3277  PID         -  DI3277
 DI3277  STATE/COUNTY-  NJ/CUMBERLAND
 DI3277  COUNTRY     -  US
 DI3277  USGS QUAD   -  MILLVILLE (2019)
 DI3277
 DI3277                         *CURRENT SURVEY CONTROL
 DI3277  ______________________________________________________________________
 DI3277* NAD 83(1986) POSITION- 39 29 19.60   (N) 075 04 16.12   (W)   HD_HELD1
 DI3277* NAVD 88 ORTHO HEIGHT -    18.008 (meters)       59.08  (feet) ADJUSTED
 DI3277  ______________________________________________________________________
 DI3277  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 DI3277  DYNAMIC HEIGHT  -         17.998 (meters)       59.05  (feet) COMP
 DI3277  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 DI3277
 DI3277  VERT ORDER      -  FIRST     CLASS II
 DI3277
 DI3277.The horizontal coordinates were determined by differentially corrected
 DI3277.hand held GPS observations or other comparable positioning techniques
 DI3277.and have an estimated accuracy of +/- 3 meters.
 DI3277
 DI3277.The orthometric height was determined by differential leveling and
 DI3277.adjusted by the NATIONAL GEODETIC SURVEY
 DI3277.in June 2007.
 DI3277
 DI3277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3277.GEOID18 height accuracy estimate available here.
 DI3277
 DI3277.Click photographs - Photos may exist for this station.
 DI3277
 DI3277.The dynamic height is computed by dividing the NAVD 88
 DI3277.geopotential number by the normal gravity value computed on the
 DI3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3277.degrees latitude (g = 980.6199 gals.).
 DI3277
 DI3277.The modeled gravity was interpolated from observed gravity values.
 DI3277
 DI3277;                    North         East    Units  Estimated Accuracy
 DI3277;SPC NJ       -    72,914.9     100,870.8     MT  (+/- 3 meters HH1 GPS) 
 DI3277
 DI3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9388271021(NAD 83)
 DI3277
 DI3277                          SUPERSEDED SURVEY CONTROL
 DI3277
 DI3277.No superseded survey control is available for this station.
 DI3277
 DI3277_MARKER: Z = SEE DESCRIPTION
 DI3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3277_STAMPING: 6 L 2
 DI3277_MARK LOGO: NJDT
 DI3277_PROJECTION: FLUSH
 DI3277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3277+STABILITY: SURFACE MOTION
 DI3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3277+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2017
 DI3277
 DI3277  HISTORY     - Date     Condition        Report By
 DI3277  HISTORY     - UNK      MONUMENTED       NJDT
 DI3277  HISTORY     - 20030606 GOOD             NJGS
 DI3277  HISTORY     - 20110512 GOOD             NJGS
 DI3277  HISTORY     - 20171017 GOOD             NJGS
 DI3277
 DI3277                          STATION DESCRIPTION
 DI3277
 DI3277'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3277'THE STATION IS LOCATED IN THE CITY OF VINELAND IN THE CENTER GRASS
 DI3277'MEDIAN OF STATE ROUTE  55 AT MILEPOST 32.72, ABOUT 55 M (180.4 FT)
 DI3277'NORTH FROM THE CENTER OF THE BRIDGE CARRYING  STATE ROUTE 56, LANDIS
 DI3277'AVENUE, OVER STATE ROUTE 55, STRUCTURE NUMBER 0610 157, MILEPOST
 DI3277'32.69.
 DI3277'
 DI3277'THE STATION IS 11.2 M (36.7 FT) EAST FROM THE EAST EDGE OF THE
 DI3277'SOUTHBOUND LANES, 11.5 M (37.7  FT) WEST FROM THE WEST EDGE OF THE
 DI3277'NORTHBOUND LANES, 7.6 M (24.9 FT) SOUTH FROM THE  NORTH END OF THE
 DI3277'STEEL BEAM GUIDERAIL SURROUNDING THE CENTER PIER, 0.3 M (1.0 FT) NORTH
 DI3277'FROM THE FOURTH WOOD POST FROM NORTH END OF THE STEEL BEAM GUIDERAIL
 DI3277'AND 0.3 M (1.0 FT)  WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 DI3277'THE STATION IS A 0.01 M (0.0 FT) DIAMETER BRASS PLUG SET FLUSH IN A
 DI3277'DRILL HOLE IN THE TOP OF A  SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DI3277'WITH THE GROUND.  THE DATUM POINT PUNCH  MARK IS LOCATED ON THE EAST
 DI3277'EDGE OF THE PLUG.
 DI3277
 DI3277                          STATION RECOVERY (2011)
 DI3277
 DI3277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3277'RECOVERED IN GOOD CONDITION.
 DI3277
 DI3277                          STATION RECOVERY (2017)
 DI3277
 DI3277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2519 ***********************************************************************
 DO2519  DESIGNATION -  6 L 3
 DO2519  PID         -  DO2519
 DO2519  STATE/COUNTY-  NJ/CUMBERLAND
 DO2519  COUNTRY     -  US
 DO2519  USGS QUAD   -  SHILOH (2019)
 DO2519
 DO2519                         *CURRENT SURVEY CONTROL
 DO2519  ______________________________________________________________________
 DO2519* NAD 83(1986) POSITION- 39 27 26.19   (N) 075 18 07.92   (W)   HD_HELD1
 DO2519* NAVD 88 ORTHO HEIGHT -    34.208 (meters)      112.23  (feet) ADJUSTED
 DO2519  ______________________________________________________________________
 DO2519  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 DO2519  DYNAMIC HEIGHT  -         34.191 (meters)      112.18  (feet) COMP
 DO2519  MODELED GRAVITY -    980,117.7   (mgal)                       NAVD 88
 DO2519
 DO2519  VERT ORDER      -  FIRST     CLASS II
 DO2519
 DO2519.The horizontal coordinates were determined by differentially corrected
 DO2519.hand held GPS observations or other comparable positioning techniques
 DO2519.and have an estimated accuracy of +/- 3 meters.
 DO2519
 DO2519.The orthometric height was determined by differential leveling and
 DO2519.adjusted by the NATIONAL GEODETIC SURVEY
 DO2519.in April 2013.
 DO2519
 DO2519.No vertical observational check was made to the station.
 DO2519
 DO2519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2519.GEOID18 height accuracy estimate available here.
 DO2519
 DO2519.Click photographs - Photos may exist for this station.
 DO2519
 DO2519.The dynamic height is computed by dividing the NAVD 88
 DO2519.geopotential number by the normal gravity value computed on the
 DO2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2519.degrees latitude (g = 980.6199 gals.).
 DO2519
 DO2519.The modeled gravity was interpolated from observed gravity values.
 DO2519
 DO2519;                    North         East    Units  Estimated Accuracy
 DO2519;SPC NJ       -    69,569.1      80,964.3     MT  (+/- 3 meters HH1 GPS) 
 DO2519
 DO2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7400167566(NAD 83)
 DO2519
 DO2519                          SUPERSEDED SURVEY CONTROL
 DO2519
 DO2519.No superseded survey control is available for this station.
 DO2519
 DO2519_MARKER: DD = SURVEY DISK
 DO2519_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2519_SP_SET: CURB
 DO2519_STAMPING: 6 L 3 2011
 DO2519_MARK LOGO: NJGS
 DO2519_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2519+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2519
 DO2519  HISTORY     - Date     Condition        Report By
 DO2519  HISTORY     - 20110531 MONUMENTED       NJGS
 DO2519
 DO2519                          STATION DESCRIPTION
 DO2519
 DO2519'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2519'THE STATION IS LOCATED IN SHILOH BOROUGH, SET IN A DRILL HOLE IN THE
 DO2519'SOUTHEAST CURBLINE OF ROADSTOWN ROAD, AT THE NORTHEAST CORNER OF THE
 DO2519'JUNCTION OF ROADSTOWN ROAD AND ACADEMY STREET.
 DO2519'
 DO2519'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2519'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 4.0 MI (6.4
 DO2519'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH ACADEMY STREET.  TURN LEFT
 DO2519'AND GO 0.3 MI (0.5 KM) WEST ON ACADEMY STREET TO THE STATION ON THE
 DO2519'RIGHT.
 DO2519'
 DO2519'THE STATION IS 70.0 FT (21.3 M) NORTHEAST OF THE EXTENDED CENTERLINE
 DO2519'OF ACADEMY STREET, 34.0 FT (10.4 M) WEST-NORTHWEST OF THE WEST CORNER
 DO2519'OF HOUSE NUMBER 2 47.0 FT (14.3 M) SOUTHEAST OF POLE NUMBER 6, 109.0
 DO2519'FT (33.2 M) EAST-NORTHEAST OF POLE NUMBER B14438, 1.5 FT (0.5 M)
 DO2519'SOUTHWEST OF A TRAFFIC SIGN (SPEED LIMIT 35) WITH A WITNESS SIGN
 DO2519'ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7204 ***********************************************************************
 AA7204  DESIGNATION -  6 M 1
 AA7204  PID         -  AA7204
 AA7204  STATE/COUNTY-  NJ/CUMBERLAND
 AA7204  COUNTRY     -  US
 AA7204  USGS QUAD   -  BRIDGETON (2019)
 AA7204
 AA7204                         *CURRENT SURVEY CONTROL
 AA7204  ______________________________________________________________________
 AA7204* NAD 83(2011) POSITION- 39 28 32.05027(N) 075 11 05.97318(W)   ADJUSTED
 AA7204* NAD 83(2011) ELLIP HT-    -0.952 (meters)        (06/27/12)   ADJUSTED
 AA7204* NAD 83(2011) EPOCH   -  2010.00
 AA7204* NAVD 88 ORTHO HEIGHT -    32.8   (meters)      108.    (feet) GPS OBS
 AA7204  ______________________________________________________________________
 AA7204  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA7204  GEOID HEIGHT    -        -33.745 (meters)                     GEOID99
 AA7204  GEOID HEIGHT    -        -33.746 (meters)                     GEOID18
 AA7204  NAD 83(2011) X  -  1,260,578.116 (meters)                     COMP
 AA7204  NAD 83(2011) Y  - -4,766,041.613 (meters)                     COMP
 AA7204  NAD 83(2011) Z  -  4,033,209.600 (meters)                     COMP
 AA7204  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 AA7204
 AA7204  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7204  Standards:
 AA7204         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7204            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7204  -------------------------------------------------------------------
 AA7204  NETWORK    0.37   0.63           0.17   0.13   0.32     -0.04351722
 AA7204  -------------------------------------------------------------------
 AA7204  Click here for local accuracies and other accuracy information.
 AA7204
 AA7204.The horizontal coordinates were established by GPS observations
 AA7204.and adjusted by the National Geodetic Survey in June 2012.
 AA7204
 AA7204.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7204.been affixed to the stable North American tectonic plate. See 
 AA7204.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7204
 AA7204.The horizontal coordinates are valid at the epoch date displayed above
 AA7204.which is a decimal equivalence of Year/Month/Day.
 AA7204
 AA7204.The orthometric height was determined by GPS observations and a
 AA7204.high-resolution geoid model.
 AA7204
 AA7204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7204.GEOID18 height accuracy estimate available here.
 AA7204
 AA7204.Click photographs - Photos may exist for this station.
 AA7204
 AA7204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7204
 AA7204.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7204
 AA7204.The ellipsoidal height was determined by GPS observations
 AA7204.and is referenced to NAD 83.
 AA7204
 AA7204. The following values were computed from the NAD 83(2011) position.
 AA7204
 AA7204;                    North         East     Units Scale Factor Converg.
 AA7204;SPC NJ       -    71,516.896    91,066.449   MT  0.99994275   -0 26 07.8
 AA7204;SPC NJ       -   234,635.02    298,773.84   sFT  0.99994275   -0 26 07.8
 AA7204;UTM  18      - 4,369,569.533   484,088.951   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 28.6
 AA7204:UTM  18      -  6 N 1                                    169 23 24.2
 AA7204
 AA7204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8408869569(NAD 83)
 AA7204
 AA7204|---------------------------------------------------------------------|
 AA7204| PID    Reference Object                     Distance      Geod. Az  |
 AA7204|                                                           dddmmss.s |
 AA7204| AA7205 6 N 1                               APPROX. 0.6 KM 1691620.8 |
 AA7204|---------------------------------------------------------------------|
 AA7204
 AA7204                          SUPERSEDED SURVEY CONTROL
 AA7204
 AA7204  NAD 83(2007)-  39 28 32.05058(N)    075 11 05.97385(W) AD(2002.00) 0
 AA7204  ELLIP H (02/10/07)   -0.938  (m)                       GP(2002.00)    
 AA7204  ELLIP H (09/25/02)   -0.935  (m)                       GP(       ) 4 1
 AA7204  NAD 83(1996)-  39 28 32.05069(N)    075 11 05.97401(W) AD(       ) 1
 AA7204  ELLIP H (05/14/99)   -0.933  (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)   -1.004  (m)                       GP(       ) 3 1
 AA7204  NAVD 88 (08/04/95)   32.8    (m)  GEOID93  model used  GPS OBS        
 AA7204
 AA7204.Superseded values are not recommended for survey control.
 AA7204
 AA7204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7204.See file dsdata.pdf to determine how the superseded data were derived.
 AA7204
 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 = JULY 24, 2026 22:12:30 EDT
 DI3278 ***********************************************************************
 DI3278  DESIGNATION -  6 M 2
 DI3278  PID         -  DI3278
 DI3278  STATE/COUNTY-  NJ/CUMBERLAND
 DI3278  COUNTRY     -  US
 DI3278  USGS QUAD   -  MILLVILLE (2019)
 DI3278
 DI3278                         *CURRENT SURVEY CONTROL
 DI3278  ______________________________________________________________________
 DI3278* NAD 83(1986) POSITION- 39 29 44.55   (N) 075 04 11.67   (W)   HD_HELD1
 DI3278* NAVD 88 ORTHO HEIGHT -    25.784 (meters)       84.59  (feet) ADJUSTED
 DI3278  ______________________________________________________________________
 DI3278  GEOID HEIGHT    -        -33.761 (meters)                     GEOID18
 DI3278  DYNAMIC HEIGHT  -         25.770 (meters)       84.55  (feet) COMP
 DI3278  MODELED GRAVITY -    980,116.9   (mgal)                       NAVD 88
 DI3278
 DI3278  VERT ORDER      -  FIRST     CLASS II
 DI3278
 DI3278.The horizontal coordinates were determined by differentially corrected
 DI3278.hand held GPS observations or other comparable positioning techniques
 DI3278.and have an estimated accuracy of +/- 3 meters.
 DI3278
 DI3278.The orthometric height was determined by differential leveling and
 DI3278.adjusted by the NATIONAL GEODETIC SURVEY
 DI3278.in June 2007.
 DI3278
 DI3278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3278.GEOID18 height accuracy estimate available here.
 DI3278
 DI3278.Click photographs - Photos may exist for this station.
 DI3278
 DI3278.The dynamic height is computed by dividing the NAVD 88
 DI3278.geopotential number by the normal gravity value computed on the
 DI3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3278.degrees latitude (g = 980.6199 gals.).
 DI3278
 DI3278.The modeled gravity was interpolated from observed gravity values.
 DI3278
 DI3278;                    North         East    Units  Estimated Accuracy
 DI3278;SPC NJ       -    73,683.7     100,982.0     MT  (+/- 3 meters HH1 GPS) 
 DI3278
 DI3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9398871790(NAD 83)
 DI3278
 DI3278                          SUPERSEDED SURVEY CONTROL
 DI3278
 DI3278.No superseded survey control is available for this station.
 DI3278
 DI3278_MARKER: DD = SURVEY DISK
 DI3278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3278_SP_SET: BRIDGE CURB
 DI3278_STAMPING: 6 M 2 2003
 DI3278_MARK LOGO: NJGS
 DI3278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3278+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2025
 DI3278
 DI3278  HISTORY     - Date     Condition        Report By
 DI3278  HISTORY     - 20030804 MONUMENTED       NJGS
 DI3278  HISTORY     - 20110512 GOOD             NJGS
 DI3278  HISTORY     - 20251023 GOOD             RAS
 DI3278
 DI3278                          STATION DESCRIPTION
 DI3278
 DI3278'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3278'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3278'STATE ROUTE 55 , SET  FLUSH IN A DRILL HOLE IN THE TOP OF THE
 DI3278'NORTHEAST BRIDGE CURB OF THE BRIDGE CARRYING  STATE ROUTE 55
 DI3278'NORTHBOUND OVER ALMOND ROAD, STRUCTURE NUMBER 0610 160, MILEPOST
 DI3278'33.19.
 DI3278'
 DI3278'THE STATION IS 7.8 M (25.6 FT) EAST FROM THE CENTERLINE OF THE
 DI3278'NORTHBOUND LANES, 22.3 M  (73.2 FT) NORTH FROM THE CENTER OF THE
 DI3278'BRIDGE, 0.9 M (3.0 FT) SOUTH FROM THE NORTH END OF  THE NORTHEAST
 DI3278'BRIDGE PARAPET, 0.1 M (0.3 FT) WEST FROM THE NORTHEAST PARAPET
 DI3278'GUIDERAIL  CONNECTION AND 3.1 M (10.2 FT) SOUTH FROM A METAL WITNESS
 DI3278'POST WITH SIGN ATTACHED.
 DI3278
 DI3278                          STATION RECOVERY (2011)
 DI3278
 DI3278'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3278'RECOVERED IN GOOD CONDITION.
 DI3278
 DI3278                          STATION RECOVERY (2025)
 DI3278
 DI3278'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 DI3278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2520 ***********************************************************************
 DO2520  DESIGNATION -  6 M 3
 DO2520  PID         -  DO2520
 DO2520  STATE/COUNTY-  NJ/CUMBERLAND
 DO2520  COUNTRY     -  US
 DO2520  USGS QUAD   -  SHILOH (2019)
 DO2520
 DO2520                         *CURRENT SURVEY CONTROL
 DO2520  ______________________________________________________________________
 DO2520* NAD 83(1986) POSITION- 39 27 11.46   (N) 075 18 34.66   (W)   HD_HELD1
 DO2520* NAVD 88 ORTHO HEIGHT -    30.573 (meters)      100.30  (feet) ADJUSTED
 DO2520  ______________________________________________________________________
 DO2520  GEOID HEIGHT    -        -33.777 (meters)                     GEOID18
 DO2520  DYNAMIC HEIGHT  -         30.557 (meters)      100.25  (feet) COMP
 DO2520  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 DO2520
 DO2520  VERT ORDER      -  FIRST     CLASS II
 DO2520
 DO2520.The horizontal coordinates were determined by differentially corrected
 DO2520.hand held GPS observations or other comparable positioning techniques
 DO2520.and have an estimated accuracy of +/- 3 meters.
 DO2520
 DO2520.The orthometric height was determined by differential leveling and
 DO2520.adjusted by the NATIONAL GEODETIC SURVEY
 DO2520.in April 2013.
 DO2520
 DO2520.No vertical observational check was made to the station.
 DO2520
 DO2520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2520.GEOID18 height accuracy estimate available here.
 DO2520
 DO2520.Click photographs - Photos may exist for this station.
 DO2520
 DO2520.The dynamic height is computed by dividing the NAVD 88
 DO2520.geopotential number by the normal gravity value computed on the
 DO2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2520.degrees latitude (g = 980.6199 gals.).
 DO2520
 DO2520.The modeled gravity was interpolated from observed gravity values.
 DO2520
 DO2520;                    North         East    Units  Estimated Accuracy
 DO2520;SPC NJ       -    69,120.6      80,321.0     MT  (+/- 3 meters HH1 GPS) 
 DO2520
 DO2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7336067114(NAD 83)
 DO2520
 DO2520                          SUPERSEDED SURVEY CONTROL
 DO2520
 DO2520.No superseded survey control is available for this station.
 DO2520
 DO2520_MARKER: DD = SURVEY DISK
 DO2520_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO2520_STAMPING: 6 M 3 1967
 DO2520_MARK LOGO: PRIVTE
 DO2520_PROJECTION: PROJECTING 61 CENTIMETERS
 DO2520_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2520+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2011
 DO2520
 DO2520  HISTORY     - Date     Condition        Report By
 DO2520  HISTORY     - 1967     MONUMENTED       INDIV
 DO2520  HISTORY     - 20110615 GOOD             NJGS
 DO2520
 DO2520                          STATION DESCRIPTION
 DO2520
 DO2520'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2520'THE STATION IS LOCATED IN SHILOH BOROUGH, A 4 INCH (10 CM) BY 4 INCH
 DO2520'(10 CM) CONCRETE POST WITH A SHILOH-STOW CREEK 1967 DISK.
 DO2520'
 DO2520'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2520'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 4.0 MI (6.4
 DO2520'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH ACADEMY STREET.  TURN LEFT
 DO2520'AND GO 0.3 MI (0.5 KM) WEST ON ACADEMY STREET TO THE JUNCTION WITH
 DO2520'ROADSTOWN ROAD.  TURN LEFT AND GO 0.5 MI (0.8 KM) SOUTHWEST TO THE
 DO2520'STATION ON THE RIGHT.
 DO2520'
 DO2520'THE STATION IS 23.9 FT (7.3 M) NORTHWEST OF THE CENTERLINE OF
 DO2520'ROADSTOWN ROAD, 58 FT (17.7 M) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DO2520'DRIVEWAY LEADING TO 2 HOUSES (NUMBER 172), 27.0 FT (8.2 M) EAST OF
 DO2520'POLE NUMBER BT74725SL BI9939, 45.4 FT (13.8 M) SOUTHEAST OF POLE
 DO2520'NUMBER B47145, 46.5 FT (14.2 M) NORTH-NORTHWEST OF POLE NUMBER BI2319.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7205 ***********************************************************************
 AA7205  DESIGNATION -  6 N 1
 AA7205  PID         -  AA7205
 AA7205  STATE/COUNTY-  NJ/CUMBERLAND
 AA7205  COUNTRY     -  US
 AA7205  USGS QUAD   -  BRIDGETON (2019)
 AA7205
 AA7205                         *CURRENT SURVEY CONTROL
 AA7205  ______________________________________________________________________
 AA7205* NAD 83(2011) POSITION- 39 28 13.41468(N) 075 11 01.41799(W)   ADJUSTED
 AA7205* NAD 83(2011) ELLIP HT-    -4.482 (meters)        (06/27/12)   ADJUSTED
 AA7205* NAD 83(2011) EPOCH   -  2010.00
 AA7205* NAVD 88 ORTHO HEIGHT -    29.3   (meters)       96.    (feet) GPS OBS
 AA7205  ______________________________________________________________________
 AA7205  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AA7205  GEOID HEIGHT    -        -33.753 (meters)                     GEOID99
 AA7205  GEOID HEIGHT    -        -33.753 (meters)                     GEOID18
 AA7205  NAD 83(2011) X  -  1,260,776.103 (meters)                     COMP
 AA7205  NAD 83(2011) Y  - -4,766,364.351 (meters)                     COMP
 AA7205  NAD 83(2011) Z  -  4,032,763.713 (meters)                     COMP
 AA7205  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 AA7205
 AA7205  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7205  Standards:
 AA7205         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7205            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7205  -------------------------------------------------------------------
 AA7205  NETWORK    0.35   0.61           0.16   0.12   0.31      0.00864337
 AA7205  -------------------------------------------------------------------
 AA7205  Click here for local accuracies and other accuracy information.
 AA7205
 AA7205.The horizontal coordinates were established by GPS observations
 AA7205.and adjusted by the National Geodetic Survey in June 2012.
 AA7205
 AA7205.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7205.been affixed to the stable North American tectonic plate. See 
 AA7205.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7205
 AA7205.The horizontal coordinates are valid at the epoch date displayed above
 AA7205.which is a decimal equivalence of Year/Month/Day.
 AA7205
 AA7205.The orthometric height was determined by GPS observations and a
 AA7205.high-resolution geoid model.
 AA7205
 AA7205.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7205.GEOID18 height accuracy estimate available here.
 AA7205
 AA7205.Click photographs - Photos may exist for this station.
 AA7205
 AA7205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7205
 AA7205.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7205
 AA7205.The ellipsoidal height was determined by GPS observations
 AA7205.and is referenced to NAD 83.
 AA7205
 AA7205. The following values were computed from the NAD 83(2011) position.
 AA7205
 AA7205;                    North         East     Units Scale Factor Converg.
 AA7205;SPC NJ       -    70,941.395    91,170.953   MT  0.99994260   -0 26 04.7
 AA7205;SPC NJ       -   232,746.89    299,116.70   sFT  0.99994260   -0 26 04.7
 AA7205;UTM  18      - 4,368,994.816   484,196.610   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 28.3
 AA7205:UTM  18      -  6 M 1                                    349 23 24.1
 AA7205
 AA7205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8419668994(NAD 83)
 AA7205
 AA7205|---------------------------------------------------------------------|
 AA7205| PID    Reference Object                     Distance      Geod. Az  |
 AA7205|                                                           dddmmss.s |
 AA7205| AA7204 6 M 1                               APPROX. 0.6 KM 3491623.6 |
 AA7205|---------------------------------------------------------------------|
 AA7205
 AA7205                          SUPERSEDED SURVEY CONTROL
 AA7205
 AA7205  NAD 83(2007)-  39 28 13.41500(N)    075 11 01.41866(W) AD(2002.00) 0
 AA7205  ELLIP H (02/10/07)   -4.468  (m)                       GP(2002.00)    
 AA7205  ELLIP H (09/25/02)   -4.463  (m)                       GP(       ) 4 1
 AA7205  NAD 83(1996)-  39 28 13.41506(N)    075 11 01.41878(W) AD(       ) 1
 AA7205  ELLIP H (05/14/99)   -4.468  (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)   -4.533  (m)                       GP(       ) 3 1
 AA7205  NAVD 88 (08/04/95)   29.2    (m)  GEOID93  model used  GPS OBS        
 AA7205
 AA7205.Superseded values are not recommended for survey control.
 AA7205
 AA7205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7205.See file dsdata.pdf to determine how the superseded data were derived.
 AA7205
 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_PROJECTION: FLUSH
 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 - October 23, 2025
 AA7205
 AA7205  HISTORY     - Date     Condition        Report By
 AA7205  HISTORY     - 1994     MONUMENTED       NJGS
 AA7205  HISTORY     - 19990623 GOOD             NJGS
 AA7205  HISTORY     - 20220315 GOOD             NJGS
 AA7205  HISTORY     - 20251023 GOOD             RAS
 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.
 AA7205
 AA7205                          STATION RECOVERY (2022)
 AA7205
 AA7205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JR)
 AA7205'RECOVERED IN GOOD CONDITION.
 AA7205
 AA7205                          STATION RECOVERY (2025)
 AA7205
 AA7205'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 AA7205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3279 ***********************************************************************
 DI3279  DESIGNATION -  6 N 2
 DI3279  PID         -  DI3279
 DI3279  STATE/COUNTY-  NJ/CUMBERLAND
 DI3279  COUNTRY     -  US
 DI3279  USGS QUAD   -  MILLVILLE (2019)
 DI3279
 DI3279                         *CURRENT SURVEY CONTROL
 DI3279  ______________________________________________________________________
 DI3279* NAD 83(1986) POSITION- 39 26 23.     (N) 075 03 38.     (W)   SCALED
 DI3279* NAVD 88 ORTHO HEIGHT -    18.448 (meters)       60.52  (feet) ADJUSTED
 DI3279  ______________________________________________________________________
 DI3279  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 DI3279  DYNAMIC HEIGHT  -         18.438 (meters)       60.49  (feet) COMP
 DI3279  MODELED GRAVITY -    980,120.2   (mgal)                       NAVD 88
 DI3279
 DI3279  VERT ORDER      -  FIRST     CLASS II
 DI3279
 DI3279.The horizontal coordinates were scaled from a map and have
 DI3279.an estimated accuracy of +/- 6 seconds.
 DI3279
 DI3279.The orthometric height was determined by differential leveling and
 DI3279.adjusted by the NATIONAL GEODETIC SURVEY
 DI3279.in June 2007.
 DI3279
 DI3279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3279.GEOID18 height accuracy estimate available here.
 DI3279
 DI3279.Click photographs - Photos may exist for this station.
 DI3279
 DI3279.The dynamic height is computed by dividing the NAVD 88
 DI3279.geopotential number by the normal gravity value computed on the
 DI3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3279.degrees latitude (g = 980.6199 gals.).
 DI3279
 DI3279.The modeled gravity was interpolated from observed gravity values.
 DI3279
 DI3279;                    North         East    Units  Estimated Accuracy
 DI3279;SPC NJ       -    67,460.      101,750.      MT  (+/- 180 meters Scaled)
 DI3279
 DI3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ947655(NAD 83)
 DI3279
 DI3279                          SUPERSEDED SURVEY CONTROL
 DI3279
 DI3279.No superseded survey control is available for this station.
 DI3279
 DI3279_MARKER: DD = SURVEY DISK
 DI3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3279_STAMPING: 6 N 2 2003
 DI3279_MARK LOGO: NJGS
 DI3279_PROJECTION: FLUSH
 DI3279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3279+STABILITY: SURFACE MOTION
 DI3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3279+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3279
 DI3279  HISTORY     - Date     Condition        Report By
 DI3279  HISTORY     - UNK      MONUMENTED       NJDT
 DI3279  HISTORY     - 20030610 GOOD             NJGS
 DI3279  HISTORY     - 20110512 GOOD             NJGS
 DI3279
 DI3279                          STATION DESCRIPTION
 DI3279
 DI3279'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3279'THE STATION IS LOCATED IN THE CITY OF MILLVILLE IN THE CENTER GRASS
 DI3279'MEDIAN OF STATE ROUTE  55 AT MILEPOST 29.18.
 DI3279'
 DI3279'THE STATION IS 11.2 M (36.7 FT) NORTHEAST FROM THE EAST EDGE OF THE
 DI3279'SOUTHBOUND LANES, 11.3  M (37.1 FT) SOUTHWEST FROM THE WEST EDGE OF
 DI3279'THE NORTHBOUND LANES, 51.1 M (167.7 FT)  SOUTH SOUTHEAST AND NORMAL TO
 DI3279'ALONG THE CENTER MEDIAN FROM A WHITE PAINTED TRAFFIC  SIGN (KEEP RIGHT
 DI3279'EXCEPT TO PASS) ON THE EAST SIDE OF THE SOUTHBOUND LANES, 51.1 M
 DI3279'(167.7  FT) SOUTH SOUTHEAST AND NORMAL TO ALONG THE CENTER MEDIAN FROM
 DI3279'A BLACK AND WHITE  PAINTED TRAFFIC SIGN (FINES DOUBLED 65 MPH ZONE
 DI3279'SPEEDING AND OTHER VIOLATIONS) ON THE  WEST SIDE OF THE SOUTHBOUND
 DI3279'LANES, 36.0 M (118.1 FT) NORTH NORTHWEST AND NORMAL TO  ALONG THE
 DI3279'CENTER MEDIAN FROM THE SKEWED NORTH RANGE WALL OF A SINGLE STORY BRICK
 DI3279'UTILITY STRUCTURE FOR THE CUMBERLAND COUNTY COLLEGE ADJACENT TO A 6 FT
 DI3279'(1.8 M) CHAIN  LINK FENCE ALONG THE EASTERN RIGHT OF WAY OF THE
 DI3279'NORTHBOUND LANES AND 0.3 M (1.0 FT)  SOUTHWEST FROM A METAL WITNESS
 DI3279'POST WITH SIGN ATTACHED.
 DI3279
 DI3279                          STATION RECOVERY (2011)
 DI3279
 DI3279'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3279'RECOVERED IN GOOD CONDITION. NOT GPS USABLE
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2521 ***********************************************************************
 DO2521  DESIGNATION -  6 N 3
 DO2521  PID         -  DO2521
 DO2521  STATE/COUNTY-  NJ/CUMBERLAND
 DO2521  COUNTRY     -  US
 DO2521  USGS QUAD   -  BRIDGETON (2019)
 DO2521
 DO2521                         *CURRENT SURVEY CONTROL
 DO2521  ______________________________________________________________________
 DO2521* NAD 83(1986) POSITION- 39 24 59.26   (N) 075 09 41.34   (W)   HD_HELD1
 DO2521* NAVD 88 ORTHO HEIGHT -    23.316 (meters)       76.50  (feet) ADJUSTED
 DO2521  ______________________________________________________________________
 DO2521  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 DO2521  DYNAMIC HEIGHT  -         23.304 (meters)       76.46  (feet) COMP
 DO2521  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 DO2521
 DO2521  VERT ORDER      -  FIRST     CLASS II
 DO2521
 DO2521.The horizontal coordinates were determined by differentially corrected
 DO2521.hand held GPS observations or other comparable positioning techniques
 DO2521.and have an estimated accuracy of +/- 3 meters.
 DO2521
 DO2521.The orthometric height was determined by differential leveling and
 DO2521.adjusted by the NATIONAL GEODETIC SURVEY
 DO2521.in April 2013.
 DO2521
 DO2521.No vertical observational check was made to the station.
 DO2521
 DO2521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2521.GEOID18 height accuracy estimate available here.
 DO2521
 DO2521.Click photographs - Photos may exist for this station.
 DO2521
 DO2521.The dynamic height is computed by dividing the NAVD 88
 DO2521.geopotential number by the normal gravity value computed on the
 DO2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2521.degrees latitude (g = 980.6199 gals.).
 DO2521
 DO2521.The modeled gravity was interpolated from observed gravity values.
 DO2521
 DO2521;                    North         East    Units  Estimated Accuracy
 DO2521;SPC NJ       -    64,939.9      93,041.0     MT  (+/- 3 meters HH1 GPS) 
 DO2521
 DO2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8609963005(NAD 83)
 DO2521
 DO2521                          SUPERSEDED SURVEY CONTROL
 DO2521
 DO2521.No superseded survey control is available for this station.
 DO2521
 DO2521_MARKER: DD = SURVEY DISK
 DO2521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2521_SP_SET: CULVERT
 DO2521_STAMPING: 6 N 3 2011
 DO2521_MARK LOGO: NJGS
 DO2521_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2521+STABILITY: SURFACE MOTION
 DO2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2521+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2011
 DO2521
 DO2521  HISTORY     - Date     Condition        Report By
 DO2521  HISTORY     - 20110615 MONUMENTED       NJGS
 DO2521
 DO2521                          STATION DESCRIPTION
 DO2521
 DO2521'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2521'THE STATION IS LOCATED IN FAIRFIELD TOWNSHIP, SET IN A DRILL HOLE IN
 DO2521'THE NORTHWEST END OF A CONCRETE CULVERT ON THE SOUTH SIDE OF THE
 DO2521'BRIDGETON-MILLVILLE PIKE (NJ STATE ROUTE 49).
 DO2521'
 DO2521'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ STATE
 DO2521'ROUTE 49) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2521'4.0 MI (6.4 KM) EAST ON ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2521'
 DO2521'THE STATION IS 25.5 FT (7.8 M) SOUTHWEST OF THE CENTERLINE OF ROUTE
 DO2521'49, 152 FT (46.3 M) SOUTH-SOUTHEAST OF POLE NUMBER BT1157FA B-53220,
 DO2521'69 FT (21.0 M) SOUTHWEST OF POLE NUMBER 159, 22 FT (6.7 M)
 DO2521'SOUTH-SOUTHEAST OF THE CENTER OF AN INLET CURB PIECE, 181 FT (55.2 M)
 DO2521'WEST-NORTHWEST OF THE CENTERLINE OF A DRIVEWAY LEADING TO HOUSE NUMBER
 DO2521'1333.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7206 ***********************************************************************
 AA7206  DESIGNATION -  6 P 1
 AA7206  PID         -  AA7206
 AA7206  STATE/COUNTY-  NJ/CUMBERLAND
 AA7206  COUNTRY     -  US
 AA7206  USGS QUAD   -  BRIDGETON (2019)
 AA7206
 AA7206                         *CURRENT SURVEY CONTROL
 AA7206  ______________________________________________________________________
 AA7206* NAD 83(2011) POSITION- 39 26 04.13520(N) 075 07 40.64469(W)   ADJUSTED
 AA7206* NAD 83(2011) ELLIP HT-   -10.910 (meters)        (06/27/12)   ADJUSTED
 AA7206* NAD 83(2011) EPOCH   -  2010.00
 AA7206* NAVD 88 ORTHO HEIGHT -    22.9   (meters)       75.    (feet) GPS OBS
 AA7206  ______________________________________________________________________
 AA7206  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7206  GEOID HEIGHT    -         -34.12 (meters)                     GEOID93
 AA7206  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 AA7206  NAD 83(2011) X  -  1,266,063.943 (meters)                     COMP
 AA7206  NAD 83(2011) Y  - -4,767,578.694 (meters)                     COMP
 AA7206  NAD 83(2011) Z  -  4,029,681.073 (meters)                     COMP
 AA7206  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 AA7206
 AA7206  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7206  Standards:
 AA7206         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7206            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7206  -------------------------------------------------------------------
 AA7206  NETWORK    0.65   0.96           0.29   0.24   0.49      0.07766311
 AA7206  -------------------------------------------------------------------
 AA7206  Click here for local accuracies and other accuracy information.
 AA7206
 AA7206.The horizontal coordinates were established by GPS observations
 AA7206.and adjusted by the National Geodetic Survey in June 2012.
 AA7206
 AA7206.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7206.been affixed to the stable North American tectonic plate. See 
 AA7206.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7206
 AA7206.The horizontal coordinates are valid at the epoch date displayed above
 AA7206.which is a decimal equivalence of Year/Month/Day.
 AA7206
 AA7206.The orthometric height was determined by GPS observations and a
 AA7206.high-resolution geoid model.
 AA7206
 AA7206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7206.GEOID18 height accuracy estimate available here.
 AA7206
 AA7206.Click photographs - Photos may exist for this station.
 AA7206
 AA7206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7206
 AA7206.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7206
 AA7206.The ellipsoidal height was determined by GPS observations
 AA7206.and is referenced to NAD 83.
 AA7206
 AA7206. The following values were computed from the NAD 83(2011) position.
 AA7206
 AA7206;                    North         East     Units Scale Factor Converg.
 AA7206;SPC NJ       -    66,919.845    95,941.803   MT  0.99993597   -0 23 56.0
 AA7206;SPC NJ       -   219,552.86    314,769.07   sFT  0.99993597   -0 23 56.0
 AA7206;UTM  18      - 4,365,001.131   488,988.072   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8898865001(NAD 83)
 AA7206
 AA7206                          SUPERSEDED SURVEY CONTROL
 AA7206
 AA7206  NAD 83(2007)-  39 26 04.13558(N)    075 07 40.64529(W) AD(2002.00) 0
 AA7206  ELLIP H (02/10/07)  -10.894  (m)                       GP(2002.00)    
 AA7206  ELLIP H (10/23/02)  -10.899  (m)                       GP(       ) 4 1
 AA7206  NAD 83(1996)-  39 26 04.13556(N)    075 07 40.64559(W) AD(       ) 1
 AA7206  ELLIP H (05/14/99)  -10.907  (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)  -10.954  (m)                       GP(       ) 3 1
 AA7206
 AA7206.Superseded values are not recommended for survey control.
 AA7206
 AA7206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7206.See file dsdata.pdf to determine how the superseded data were derived.
 AA7206
 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 - May 26, 2021
 AA7206
 AA7206  HISTORY     - Date     Condition        Report By
 AA7206  HISTORY     - 1994     MONUMENTED       NJGS
 AA7206  HISTORY     - 20210526 GOOD             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.
 AA7206
 AA7206                          STATION RECOVERY (2021)
 AA7206
 AA7206'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 AA7206'NOTE, THAT POLE B39272 HAS NO TRANSFORMER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3280 ***********************************************************************
 DI3280  DESIGNATION -  6 P 2
 DI3280  PID         -  DI3280
 DI3280  STATE/COUNTY-  NJ/CUMBERLAND
 DI3280  COUNTRY     -  US
 DI3280  USGS QUAD   -  MILLVILLE (2019)
 DI3280
 DI3280                         *CURRENT SURVEY CONTROL
 DI3280  ______________________________________________________________________
 DI3280* NAD 83(1986) POSITION- 39 25 47.99   (N) 075 02 54.57   (W)   HD_HELD1
 DI3280* NAVD 88 ORTHO HEIGHT -    18.122 (meters)       59.46  (feet) ADJUSTED
 DI3280  ______________________________________________________________________
 DI3280  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 DI3280  DYNAMIC HEIGHT  -         18.113 (meters)       59.43  (feet) COMP
 DI3280  MODELED GRAVITY -    980,120.9   (mgal)                       NAVD 88
 DI3280
 DI3280  VERT ORDER      -  FIRST     CLASS II
 DI3280
 DI3280.The horizontal coordinates were determined by differentially corrected
 DI3280.hand held GPS observations or other comparable positioning techniques
 DI3280.and have an estimated accuracy of +/- 3 meters.
 DI3280
 DI3280.The orthometric height was determined by differential leveling and
 DI3280.adjusted by the NATIONAL GEODETIC SURVEY
 DI3280.in June 2007.
 DI3280
 DI3280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3280.GEOID18 height accuracy estimate available here.
 DI3280
 DI3280.Click photographs - Photos may exist for this station.
 DI3280
 DI3280.The dynamic height is computed by dividing the NAVD 88
 DI3280.geopotential number by the normal gravity value computed on the
 DI3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3280.degrees latitude (g = 980.6199 gals.).
 DI3280
 DI3280.The modeled gravity was interpolated from observed gravity values.
 DI3280
 DI3280;                    North         East    Units  Estimated Accuracy
 DI3280;SPC NJ       -    66,377.4     102,779.6     MT  (+/- 3 meters HH1 GPS) 
 DI3280
 DI3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9582664496(NAD 83)
 DI3280
 DI3280                          SUPERSEDED SURVEY CONTROL
 DI3280
 DI3280.No superseded survey control is available for this station.
 DI3280
 DI3280_MARKER: DD = SURVEY DISK
 DI3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3280_STAMPING: 6 P 2 2003
 DI3280_MARK LOGO: NJGS
 DI3280_PROJECTION: RECESSED 25 CENTIMETERS
 DI3280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3280+STABILITY: SURFACE MOTION
 DI3280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3280+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2018
 DI3280
 DI3280  HISTORY     - Date     Condition        Report By
 DI3280  HISTORY     - UNK      MONUMENTED       NJDT
 DI3280  HISTORY     - 20030610 GOOD             NJGS
 DI3280  HISTORY     - 20110512 GOOD             NJGS
 DI3280  HISTORY     - 20171017 GOOD             NJGS
 DI3280  HISTORY     - 20180226 GOOD             NJGS
 DI3280
 DI3280                          STATION DESCRIPTION
 DI3280
 DI3280'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3280'THE STATION IS LOCATED IN THE CITY OF MILLVILLE IN THE CENTER GRASS
 DI3280'MEDIAN OF STATE ROUTE  55 AT MILEPOST 28.21.
 DI3280'
 DI3280'THE STATION IS 11.3 M (37.1 FT) NORTH NORTHEAST FROM THE EAST EDGE OF
 DI3280'THE SOUTHBOUND  LANES, 11.5 M (37.7 FT) SOUTH SOUTHWEST FROM THE WEST
 DI3280'EDGE OF THE NORTHBOUND LANES,  80.1 M (262.8 FT) NORTHWEST AND NORMAL
 DI3280'TO ALONG THE CENTER MEDIAN FROM AN EMERGENCY  TELEPHONE CALL STATION
 DI3280'28.2 ON THE WEST SIDE OF THE SOUTHBOUND LANES AND 0.2 M (0.7 FT)
 DI3280'SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE STATION
 DI3280'IS ABOUT 0.25 M  (0.8 FT) BELOW THE GROUND,
 DI3280
 DI3280                          STATION RECOVERY (2011)
 DI3280
 DI3280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3280'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES, POSITION DETERMINED
 DI3280'BY RTN. N 39 25 48  W 75 02 54.57
 DI3280
 DI3280                          STATION RECOVERY (2017)
 DI3280
 DI3280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3280'RECOVERED IN GOOD CONDITION.
 DI3280
 DI3280                          STATION RECOVERY (2018)
 DI3280
 DI3280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DI3280'NO EMERGENCY TELEPHONE CALL STATION WAS FOUND.
 DI3280'
 DI3280'ADDITIONAL TIES ARE AS FOLLOWS.  IT IS 60.3 M (197.8 FT)
 DI3280'EAST-SOUTHEAST OF DRAINAGE INLET IN CENTER OF MEDIAN, 40.9 M (134.2
 DI3280'FT) WEST-NORTHWEST FROM THE CENTER OF MEDIAN AND PERPENDICULAR TO
 DI3280'ROUTE 55 MILEPOST SIGNS 28.2, 30 M (98.4 FT) WEST-NORTHWEST OF
 DI3280'DRAINAGE INLET IN CENTER OF MEDIAN.
 DI3280'
 DI3280'NOTE-STAMPING IS ILLEGIBLE.  P LOOKS LIKE I AND NO 2003 IS VISIBLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2522 ***********************************************************************
 DO2522  DESIGNATION -  6 P 3
 DO2522  PID         -  DO2522
 DO2522  STATE/COUNTY-  NJ/CUMBERLAND
 DO2522  COUNTRY     -  US
 DO2522  USGS QUAD   -  BRIDGETON (2019)
 DO2522
 DO2522                         *CURRENT SURVEY CONTROL
 DO2522  ______________________________________________________________________
 DO2522* NAD 83(1986) POSITION- 39 25 41.01   (N) 075 14 21.80   (W)   HD_HELD1
 DO2522* NAVD 88 ORTHO HEIGHT -    13.478 (meters)       44.22  (feet) ADJUSTED
 DO2522  ______________________________________________________________________
 DO2522  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 DO2522  DYNAMIC HEIGHT  -         13.471 (meters)       44.20  (feet) COMP
 DO2522  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DO2522
 DO2522  VERT ORDER      -  FIRST     CLASS II
 DO2522
 DO2522.The horizontal coordinates were determined by differentially corrected
 DO2522.hand held GPS observations or other comparable positioning techniques
 DO2522.and have an estimated accuracy of +/- 3 meters.
 DO2522
 DO2522.The orthometric height was determined by differential leveling and
 DO2522.adjusted by the NATIONAL GEODETIC SURVEY
 DO2522.in April 2013.
 DO2522
 DO2522.No vertical observational check was made to the station.
 DO2522
 DO2522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2522.GEOID18 height accuracy estimate available here.
 DO2522
 DO2522.Click photographs - Photos may exist for this station.
 DO2522
 DO2522.The dynamic height is computed by dividing the NAVD 88
 DO2522.geopotential number by the normal gravity value computed on the
 DO2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2522.degrees latitude (g = 980.6199 gals.).
 DO2522
 DO2522.The modeled gravity was interpolated from observed gravity values.
 DO2522
 DO2522;                    North         East    Units  Estimated Accuracy
 DO2522;SPC NJ       -    66,279.4      86,343.1     MT  (+/- 3 meters HH1 GPS) 
 DO2522
 DO2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7939664307(NAD 83)
 DO2522
 DO2522                          SUPERSEDED SURVEY CONTROL
 DO2522
 DO2522.No superseded survey control is available for this station.
 DO2522
 DO2522_MARKER: DD = SURVEY DISK
 DO2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2522_STAMPING: 6 P 3 2011
 DO2522_MARK LOGO: NJDT
 DO2522_PROJECTION: FLUSH
 DO2522_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2522+STABILITY: SURFACE MOTION
 DO2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2522+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2522
 DO2522  HISTORY     - Date     Condition        Report By
 DO2522  HISTORY     - UNK      MONUMENTED       NJDT
 DO2522  HISTORY     - 20110531 GOOD             NJGS
 DO2522
 DO2522                          STATION DESCRIPTION
 DO2522
 DO2522'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2522'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, SET IN A CONCRETE
 DO2522'MONUMENT IN THE SIDEWALK AREA ON THE SOUTHWEST CORNER OF THE JUNCTION
 DO2522'OF ROUTE 49 AND FAYETTE STREET, IN FRONT OF A 2-STORY BRICK BUILDING
 DO2522'WHICH IS NORTHWEST OF THE CUMBERLAND COUNTY COURTHOUSE.
 DO2522'
 DO2522'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2522'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.25 MI (0.4
 DO2522'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH FAYETTE STREET AND THE
 DO2522'STATION ON THE LEFT.
 DO2522'
 DO2522'THE STATION IS 3.38 M (11.1 FT) SOUTHWEST OF A TRAFFIC SIGNAL POLE,
 DO2522'10.5 M (34.4 FT) NORTHWEST OF THE CENTERLINE OF FAYETTE STREET, 4.5 M
 DO2522'(14.8 FT) SOUTHWEST OF THE SOUTHWEST CURB OF ROUTE 49.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7207 ***********************************************************************
 AA7207  DESIGNATION -  6 Q 1
 AA7207  PID         -  AA7207
 AA7207  STATE/COUNTY-  NJ/CUMBERLAND
 AA7207  COUNTRY     -  US
 AA7207  USGS QUAD   -  SHILOH (2019)
 AA7207
 AA7207                         *CURRENT SURVEY CONTROL
 AA7207  ______________________________________________________________________
 AA7207* NAD 83(2011) POSITION- 39 23 13.94764(N) 075 22 19.28098(W)   ADJUSTED
 AA7207* NAD 83(2011) ELLIP HT-   -27.944 (meters)        (06/27/12)   ADJUSTED
 AA7207* NAD 83(2011) EPOCH   -  2010.00
 AA7207* NAVD 88 ORTHO HEIGHT -     5.905 (meters)       19.37  (feet) ADJUSTED
 AA7207  ______________________________________________________________________
 AA7207  GEOID HEIGHT    -        -33.872 (meters)                     GEOID18
 AA7207  NAD 83(2011) X  -  1,246,582.019 (meters)                     COMP
 AA7207  NAD 83(2011) Y  - -4,776,139.968 (meters)                     COMP
 AA7207  NAD 83(2011) Z  -  4,025,615.169 (meters)                     COMP
 AA7207  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 AA7207  DYNAMIC HEIGHT  -          5.902 (meters)       19.36  (feet) COMP
 AA7207  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 AA7207
 AA7207  VERT ORDER      -  SECOND    CLASS I
 AA7207
 AA7207  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7207  Standards:
 AA7207         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7207            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7207  -------------------------------------------------------------------
 AA7207  NETWORK    0.55   0.78           0.25   0.19   0.40      0.11645382
 AA7207  -------------------------------------------------------------------
 AA7207  Click here for local accuracies and other accuracy information.
 AA7207
 AA7207.The horizontal coordinates were established by GPS observations
 AA7207.and adjusted by the National Geodetic Survey in June 2012.
 AA7207
 AA7207.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7207.been affixed to the stable North American tectonic plate. See 
 AA7207.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7207
 AA7207.The horizontal coordinates are valid at the epoch date displayed above
 AA7207.which is a decimal equivalence of Year/Month/Day.
 AA7207
 AA7207.The orthometric height was determined by differential leveling and
 AA7207.adjusted by the NATIONAL GEODETIC SURVEY
 AA7207.in March 2001.
 AA7207
 AA7207.No vertical observational check was made to the station.
 AA7207
 AA7207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7207.GEOID18 height accuracy estimate available here.
 AA7207
 AA7207.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AA7207
 AA7207.The ellipsoidal height was determined by GPS observations
 AA7207.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7207
 AA7207;                    North         East     Units Scale Factor Converg.
 AA7207;SPC NJ       -    61,846.405    74,880.219   MT  0.99996946   -0 33 12.1
 AA7207;SPC NJ       -   202,907.75    245,669.52   sFT  0.99996946   -0 33 12.1
 AA7207;UTM  18      - 4,359,812.868   467,962.192   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6796259812(NAD 83)
 AA7207
 AA7207                          SUPERSEDED SURVEY CONTROL
 AA7207
 AA7207  NAD 83(2007)-  39 23 13.94796(N)    075 22 19.28167(W) AD(2002.00) 0
 AA7207  ELLIP H (02/10/07)  -27.930  (m)                       GP(2002.00)    
 AA7207  ELLIP H (10/23/02)  -27.926  (m)                       GP(       ) 4 1
 AA7207  NAD 83(1996)-  39 23 13.94806(N)    075 22 19.28175(W) AD(       ) 1
 AA7207  ELLIP H (05/14/99)  -27.924  (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)  -27.994  (m)                       GP(       ) 3 1
 AA7207  NAVD 88 (08/04/95)    5.9    (m)  GEOID93  model used  GPS OBS        
 AA7207
 AA7207.Superseded values are not recommended for survey control.
 AA7207
 AA7207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7207.See file dsdata.pdf to determine how the superseded data were derived.
 AA7207
 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  HISTORY     - 20080419 MARK NOT FOUND   GEOMET
 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.
 AA7207
 AA7207                          STATION RECOVERY (2008)
 AA7207
 AA7207'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 AA7207'STAKED-OUT USING RTK (VRS). THE POSITION IS WITHIN AN ACTIVELY
 AA7207'CULTIVATED FARMERS' FIELD. BELIEVED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2523 ***********************************************************************
 DO2523  DESIGNATION -  6 Q 3
 DO2523  PID         -  DO2523
 DO2523  STATE/COUNTY-  NJ/CUMBERLAND
 DO2523  COUNTRY     -  US
 DO2523  USGS QUAD   -  SHILOH (2019)
 DO2523
 DO2523                         *CURRENT SURVEY CONTROL
 DO2523  ______________________________________________________________________
 DO2523* NAD 83(1986) POSITION- 39 26 41.61   (N) 075 16 25.32   (W)   HD_HELD1
 DO2523* NAVD 88 ORTHO HEIGHT -    16.967 (meters)       55.67  (feet) ADJUSTED
 DO2523  ______________________________________________________________________
 DO2523  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 DO2523  DYNAMIC HEIGHT  -         16.958 (meters)       55.64  (feet) COMP
 DO2523  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 DO2523
 DO2523  VERT ORDER      -  FIRST     CLASS II
 DO2523
 DO2523.The horizontal coordinates were determined by differentially corrected
 DO2523.hand held GPS observations or other comparable positioning techniques
 DO2523.and have an estimated accuracy of +/- 3 meters.
 DO2523
 DO2523.The orthometric height was determined by differential leveling and
 DO2523.adjusted by the NATIONAL GEODETIC SURVEY
 DO2523.in April 2013.
 DO2523
 DO2523.No vertical observational check was made to the station.
 DO2523
 DO2523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2523.GEOID18 height accuracy estimate available here.
 DO2523
 DO2523.Click photographs - Photos may exist for this station.
 DO2523
 DO2523.The dynamic height is computed by dividing the NAVD 88
 DO2523.geopotential number by the normal gravity value computed on the
 DO2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2523.degrees latitude (g = 980.6199 gals.).
 DO2523
 DO2523.The modeled gravity was interpolated from observed gravity values.
 DO2523
 DO2523;                    North         East    Units  Estimated Accuracy
 DO2523;SPC NJ       -    68,173.0      83,405.2     MT  (+/- 3 meters HH1 GPS) 
 DO2523
 DO2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7644866184(NAD 83)
 DO2523
 DO2523                          SUPERSEDED SURVEY CONTROL
 DO2523
 DO2523.No superseded survey control is available for this station.
 DO2523
 DO2523_MARKER: DD = SURVEY DISK
 DO2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2523_STAMPING: 6 Q 3 2011
 DO2523_MARK LOGO: NJGS
 DO2523_PROJECTION: RECESSED 8 CENTIMETERS
 DO2523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2523+STABILITY: SURFACE MOTION
 DO2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2523+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2011
 DO2523
 DO2523  HISTORY     - Date     Condition        Report By
 DO2523  HISTORY     - UNK      MONUMENTED       NJDT
 DO2523  HISTORY     - 20110620 GOOD             NJGS
 DO2523
 DO2523                          STATION DESCRIPTION
 DO2523
 DO2523'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2523'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, ON THE NORTH-NORTHEAST
 DO2523'SIDE OF NEW JERSEY ROUTE 49, ABOUT 110.0 FT (33.5 M) WEST-NORTHWEST OF
 DO2523'THE CENTER OF THE ROUTE 49 BRIDGE SPANNING BARRETT RUN (STRUCTURE
 DO2523'NUMBER 0604-150), MILEPOST 23.15.
 DO2523'
 DO2523'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2523'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO ABOUT 2.5 MI
 DO2523'(4.0 KM) WEST ON ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2523'
 DO2523'IT IS ALSO ABOUT 0.1 MI (0.2 KM) SOUTHEAST OF THE JUNCTION WITH COUNTY
 DO2523'ROAD 661.
 DO2523'
 DO2523'THE STATION IS 34 FT (10.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DO2523'ROUTE 49, 9.1 FT (2.8 M) NORTH-NORTHEAST OF THE NORTHEAST CURB OF
 DO2523'ROUTE 49, 76.2 FT (23.2 M) SOUTHEAST OF POLE NUMBER B-57842, 22.4 FT
 DO2523'(6.8 M) WEST-NORTHWEST OF A TRAFFIC SIGN (SCHOOL CROSSING AHEAD) WITH
 DO2523'A WITNESS SIGN ATTACHED, 16.5 FT (5.0 M) SOUTHEAST OF A 8 INCH (20 CM)
 DO2523'SQUARE WHITE MARBLE PROPERTY CORNER MONUMENT WHICH IS PROJECTING 8
 DO2523'INCHES (20 CM) 119.7 FT (36.5 M) NORTHWEST AND ACROSS THE ROAD FROM
 DO2523'BENCH MARK STATION 6 G 3 WHICH IS SET ON THE SOUTHERLY BRIDGE
 DO2523'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3281 ***********************************************************************
 DI3281  DESIGNATION -  6 Q 6
 DI3281  PID         -  DI3281
 DI3281  STATE/COUNTY-  NJ/CUMBERLAND
 DI3281  COUNTRY     -  US
 DI3281  USGS QUAD   -  MILLVILLE (2019)
 DI3281
 DI3281                         *CURRENT SURVEY CONTROL
 DI3281  ______________________________________________________________________
 DI3281* NAD 83(1986) POSITION- 39 25 43.15   (N) 075 02 32.53   (W)   HD_HELD1
 DI3281* NAVD 88 ORTHO HEIGHT -    21.113 (meters)       69.27  (feet) ADJUSTED
 DI3281  ______________________________________________________________________
 DI3281  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 DI3281  DYNAMIC HEIGHT  -         21.103 (meters)       69.24  (feet) COMP
 DI3281  MODELED GRAVITY -    980,120.9   (mgal)                       NAVD 88
 DI3281
 DI3281  VERT ORDER      -  FIRST     CLASS II
 DI3281
 DI3281.The horizontal coordinates were determined by differentially corrected
 DI3281.hand held GPS observations or other comparable positioning techniques
 DI3281.and have an estimated accuracy of +/- 3 meters.
 DI3281
 DI3281.The orthometric height was determined by differential leveling and
 DI3281.adjusted by the NATIONAL GEODETIC SURVEY
 DI3281.in June 2007.
 DI3281
 DI3281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3281.GEOID18 height accuracy estimate available here.
 DI3281
 DI3281.Click photographs - Photos may exist for this station.
 DI3281
 DI3281.The dynamic height is computed by dividing the NAVD 88
 DI3281.geopotential number by the normal gravity value computed on the
 DI3281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3281.degrees latitude (g = 980.6199 gals.).
 DI3281
 DI3281.The modeled gravity was interpolated from observed gravity values.
 DI3281
 DI3281;                    North         East    Units  Estimated Accuracy
 DI3281;SPC NJ       -    66,224.9     103,305.8     MT  (+/- 3 meters HH1 GPS) 
 DI3281
 DI3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9635364347(NAD 83)
 DI3281
 DI3281                          SUPERSEDED SURVEY CONTROL
 DI3281
 DI3281.No superseded survey control is available for this station.
 DI3281
 DI3281_MARKER: Z = SEE DESCRIPTION
 DI3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3281_STAMPING: 6 Q 6
 DI3281_MARK LOGO: NJDT
 DI3281_PROJECTION: RECESSED 10 CENTIMETERS
 DI3281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3281+STABILITY: SURFACE MOTION
 DI3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3281+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2019
 DI3281
 DI3281  HISTORY     - Date     Condition        Report By
 DI3281  HISTORY     - UNK      MONUMENTED       NJDT
 DI3281  HISTORY     - 20030610 GOOD             NJGS
 DI3281  HISTORY     - 20110512 GOOD             NJGS
 DI3281  HISTORY     - 20191113 GOOD             NJGS
 DI3281
 DI3281                          STATION DESCRIPTION
 DI3281
 DI3281'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3281'THE STATION IS LOCATED IN THE CITY OF MILLVILLE IN THE CENTER GRASS
 DI3281'MEDIAN OF STATE ROUTE  55 AT MILEPOST 27.90.
 DI3281'
 DI3281'THE STATION IS 11.4 M (37.4 FT) NORTH NORTHEAST FROM THE EAST EDGE OF
 DI3281'THE SOUTHBOUND  LANES, 11.4 M (37.4 FT) SOUTH SOUTHWEST FROM WEST EDGE
 DI3281'OF THE NORTHBOUND LANES, 53.4 M  (175.2 FT) SOUTHEAST FROM THE SOUTH
 DI3281'END OF THE STEEL BEAM GUIDERAIL SURROUNDING THE  EAST LEG OF AN
 DI3281'OVERHEAD SIGN BRIDGE SPANNING THE SOUTHBOUND LANES AT THE BEGINNING OF
 DI3281'THE EXIT RAMP LEADING TO STATE ROUTE 47, 18.8 M (61.7 FT) SOUTHEAST
 DI3281'AND NORMAL TO ALONG  THE CENTER MEDIAN FROM A GREEN PAINTED TRAFFIC
 DI3281'SIGN, EXIT WITH RIGHT ARROW, ON THE  WEST SIDE OF THE SOUTHBOUND LANES
 DI3281'AND 0.2 M (0.7 FT) SOUTH SOUTHWEST FROM A METAL  WITNESS POST WITH
 DI3281'SIGN ATTACHED.
 DI3281'
 DI3281'THE STATION IS A 0.01 M (0.0 FT) DIAMETER BRASS PLUG SET FLUSH IN A
 DI3281'DRILL HOLE IN THE TOP OF A  SQUARE CONCRETE MONUMENT THAT IS 0.1 M
 DI3281'(0.3 FT) BELOW THE GROUND.  THE DATUM POINT  PUNCH MARK IS LOCATED IN
 DI3281'THE CENTER OF THE PLUG.
 DI3281
 DI3281                          STATION RECOVERY (2011)
 DI3281
 DI3281'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3281'RECOVERED IN GOOD CONDITION.
 DI3281
 DI3281                          STATION RECOVERY (2019)
 DI3281
 DI3281'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JFL)
 DI3281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9743 ***********************************************************************
 AI9743  DESIGNATION -  6 R 1
 AI9743  PID         -  AI9743
 AI9743  STATE/COUNTY-  NJ/CUMBERLAND
 AI9743  COUNTRY     -  US
 AI9743  USGS QUAD   -  SHILOH (2019)
 AI9743
 AI9743                         *CURRENT SURVEY CONTROL
 AI9743  ______________________________________________________________________
 AI9743* NAD 83(1986) POSITION- 39 24 37.     (N) 075 21 25.     (W)   SCALED
 AI9743* NAVD 88 ORTHO HEIGHT -     4.745 (meters)       15.57  (feet) ADJUSTED
 AI9743  ______________________________________________________________________
 AI9743  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 AI9743  DYNAMIC HEIGHT  -          4.742 (meters)       15.56  (feet) COMP
 AI9743  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 AI9743
 AI9743  VERT ORDER      -  SECOND    CLASS I
 AI9743
 AI9743.The horizontal coordinates were scaled from a map and have
 AI9743.an estimated accuracy of +/- 6 seconds.
 AI9743
 AI9743.The orthometric height was determined by differential leveling and
 AI9743.adjusted by the NATIONAL GEODETIC SURVEY
 AI9743.in March 2001.
 AI9743
 AI9743.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9743.GEOID18 height accuracy estimate available here.
 AI9743
 AI9743.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ692623(NAD 83)
 AI9743
 AI9743                          SUPERSEDED SURVEY CONTROL
 AI9743
 AI9743.No superseded survey control is available for this station.
 AI9743
 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 - July 03, 2007
 AI9743
 AI9743  HISTORY     - Date     Condition        Report By
 AI9743  HISTORY     - 1998     MONUMENTED       NJGS
 AI9743  HISTORY     - 20070703 GOOD             UE
 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.
 AI9743
 AI9743                          STATION RECOVERY (2007)
 AI9743
 AI9743'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9743'DESCRIPTION SHOULD READ 0.3M SOUTHWEST FROM NORTHEAST END OF THE
 AI9743'HEADWALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3282 ***********************************************************************
 DI3282  DESIGNATION -  6 R 2
 DI3282  PID         -  DI3282
 DI3282  STATE/COUNTY-  NJ/CUMBERLAND
 DI3282  COUNTRY     -  US
 DI3282  USGS QUAD   -  NEWFIELD (2019)
 DI3282
 DI3282                         *CURRENT SURVEY CONTROL
 DI3282  ______________________________________________________________________
 DI3282* NAD 83(1986) POSITION- 39 30 17.55   (N) 075 04 09.10   (W)   HD_HELD1
 DI3282* NAVD 88 ORTHO HEIGHT -    25.607 (meters)       84.01  (feet) ADJUSTED
 DI3282  ______________________________________________________________________
 DI3282  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 DI3282  DYNAMIC HEIGHT  -         25.594 (meters)       83.97  (feet) COMP
 DI3282  MODELED GRAVITY -    980,116.4   (mgal)                       NAVD 88
 DI3282
 DI3282  VERT ORDER      -  FIRST     CLASS II
 DI3282
 DI3282.The horizontal coordinates were determined by differentially corrected
 DI3282.hand held GPS observations or other comparable positioning techniques
 DI3282.and have an estimated accuracy of +/- 3 meters.
 DI3282
 DI3282.The orthometric height was determined by differential leveling and
 DI3282.adjusted by the NATIONAL GEODETIC SURVEY
 DI3282.in June 2007.
 DI3282
 DI3282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3282.GEOID18 height accuracy estimate available here.
 DI3282
 DI3282.Click photographs - Photos may exist for this station.
 DI3282
 DI3282.The dynamic height is computed by dividing the NAVD 88
 DI3282.geopotential number by the normal gravity value computed on the
 DI3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3282.degrees latitude (g = 980.6199 gals.).
 DI3282
 DI3282.The modeled gravity was interpolated from observed gravity values.
 DI3282
 DI3282;                    North         East    Units  Estimated Accuracy
 DI3282;SPC NJ       -    74,700.9     101,049.8     MT  (+/- 3 meters HH1 GPS) 
 DI3282
 DI3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9405172807(NAD 83)
 DI3282
 DI3282                          SUPERSEDED SURVEY CONTROL
 DI3282
 DI3282.No superseded survey control is available for this station.
 DI3282
 DI3282_MARKER: DD = SURVEY DISK
 DI3282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3282_SP_SET: BRIDGE CURB
 DI3282_STAMPING: 6 R 2 2003
 DI3282_MARK LOGO: NJGS
 DI3282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3282+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2025
 DI3282
 DI3282  HISTORY     - Date     Condition        Report By
 DI3282  HISTORY     - 20030804 MONUMENTED       NJGS
 DI3282  HISTORY     - 20110512 GOOD             NJGS
 DI3282  HISTORY     - 20251023 GOOD             RAS
 DI3282
 DI3282                          STATION DESCRIPTION
 DI3282
 DI3282'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3282'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3282'STATE ROUTE 55, SET  FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DI3282'BRIDGE CURB OF THE BRIDGE CARRYING  STATE ROUTE 55 NORTHBOUND OVER OAK
 DI3282'ROAD, STRUCTURE NUMBER 0610162, MILEPOST 33.83.
 DI3282'
 DI3282'THE STATION IS 7.8 M (25.6 FT) EAST FROM THE CENTERLINE OF THE
 DI3282'NORTHBOUND LANES, 22.9 M  (75.1 FT) NORTH FROM THE CENTER OF THE
 DI3282'BRIDGE, 0.4 M (1.3 FT) SOUTH FROM THE NORTH END OF  THE NORTHEAST
 DI3282'BRIDGE PARAPET AND ABOUT 0.1 M (0.3 FT) WEST FROM THE NORTHEAST
 DI3282'PARAPET  GUIDERAIL CONNECTION.
 DI3282
 DI3282                          STATION RECOVERY (2011)
 DI3282
 DI3282'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (EJO)
 DI3282'RECOVERED IN GOOD CONDITION.
 DI3282
 DI3282                          STATION RECOVERY (2025)
 DI3282
 DI3282'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 DI3282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2524 ***********************************************************************
 DO2524  DESIGNATION -  6 R 3
 DO2524  PID         -  DO2524
 DO2524  STATE/COUNTY-  NJ/CUMBERLAND
 DO2524  COUNTRY     -  US
 DO2524  USGS QUAD   -  BRIDGETON (2019)
 DO2524
 DO2524                         *CURRENT SURVEY CONTROL
 DO2524  ______________________________________________________________________
 DO2524* NAD 83(1986) POSITION- 39 24 43.20   (N) 075 08 09.52   (W)   HD_HELD1
 DO2524* NAVD 88 ORTHO HEIGHT -    28.408 (meters)       93.20  (feet) ADJUSTED
 DO2524  ______________________________________________________________________
 DO2524  GEOID HEIGHT    -        -33.847 (meters)                     GEOID18
 DO2524  DYNAMIC HEIGHT  -         28.393 (meters)       93.15  (feet) COMP
 DO2524  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 DO2524
 DO2524  VERT ORDER      -  FIRST     CLASS II
 DO2524
 DO2524.The horizontal coordinates were determined by differentially corrected
 DO2524.hand held GPS observations or other comparable positioning techniques
 DO2524.and have an estimated accuracy of +/- 3 meters.
 DO2524
 DO2524.The orthometric height was determined by differential leveling and
 DO2524.adjusted by the NATIONAL GEODETIC SURVEY
 DO2524.in April 2013.
 DO2524
 DO2524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2524.GEOID18 height accuracy estimate available here.
 DO2524
 DO2524.Click photographs - Photos may exist for this station.
 DO2524
 DO2524.The dynamic height is computed by dividing the NAVD 88
 DO2524.geopotential number by the normal gravity value computed on the
 DO2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2524.degrees latitude (g = 980.6199 gals.).
 DO2524
 DO2524.The modeled gravity was interpolated from observed gravity values.
 DO2524
 DO2524;                    North         East    Units  Estimated Accuracy
 DO2524;SPC NJ       -    64,428.9      95,233.7     MT  (+/- 3 meters HH1 GPS) 
 DO2524
 DO2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8829462507(NAD 83)
 DO2524
 DO2524                          SUPERSEDED SURVEY CONTROL
 DO2524
 DO2524.No superseded survey control is available for this station.
 DO2524
 DO2524_MARKER: DD = SURVEY DISK
 DO2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2524_STAMPING: 6 R 3 2011
 DO2524_MARK LOGO: NJGS
 DO2524_PROJECTION: FLUSH
 DO2524_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2524+STABILITY: SURFACE MOTION
 DO2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2524+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DO2524
 DO2524  HISTORY     - Date     Condition        Report By
 DO2524  HISTORY     - UNK      MONUMENTED       NJDT
 DO2524  HISTORY     - 20110705 GOOD             NJGS
 DO2524
 DO2524                          STATION DESCRIPTION
 DO2524
 DO2524'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DO2524'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTHEAST SIDE
 DO2524'OF NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET).
 DO2524'
 DO2524'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2524'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 5.4 MI
 DO2524'(8.7 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT.  ALSO TO
 DO2524'REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ STATE
 DO2524'ROUTE 49) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2524'5.5 MI (8.8 KM) EAST ON ROUTE 49 TO THE STATION ON THE LEFT.
 DO2524'
 DO2524'THE STATION IS 0.8 FT (24 CM) SOUTH OF A WITNESS POST, 9.04 M (29.7
 DO2524'FT) NORTHEAST FROM THE CENTERLINE OF STATE HIGHWAY 49, 0.7 M (2.3 FT)
 DO2524'EAST-NORTHEAST FROM WOOD UTILITY POLE NUMBER 2358MV L214, 37.9 M
 DO2524'(124.3 FT) WEST-SOUTHWEST FROM WOOD UTILITY POLE NUMBER 2357MV, 16.7 M
 DO2524'(54.8 FT) WEST-SOUTHWEST FROM MILE POST MARKER 31 ON THE NORTHEAST
 DO2524'SIDE OF STATE HIGHWAY 49 AND 92.5 M (303.5 FT) NORTHWEST FROM THE
 DO2524'EXTENDED CENTERLINE OF SUGARMAN AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9744 ***********************************************************************
 AI9744  DESIGNATION -  6 S 1
 AI9744  PID         -  AI9744
 AI9744  STATE/COUNTY-  NJ/CUMBERLAND
 AI9744  COUNTRY     -  US
 AI9744  USGS QUAD   -  SHILOH (2019)
 AI9744
 AI9744                         *CURRENT SURVEY CONTROL
 AI9744  ______________________________________________________________________
 AI9744* NAD 83(1986) POSITION- 39 24 20.     (N) 075 21 44.     (W)   SCALED
 AI9744* NAVD 88 ORTHO HEIGHT -     4.687 (meters)       15.38  (feet) ADJUSTED
 AI9744  ______________________________________________________________________
 AI9744  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 AI9744  DYNAMIC HEIGHT  -          4.684 (meters)       15.37  (feet) COMP
 AI9744  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 AI9744
 AI9744  VERT ORDER      -  SECOND    CLASS I
 AI9744
 AI9744.The horizontal coordinates were scaled from a map and have
 AI9744.an estimated accuracy of +/- 6 seconds.
 AI9744
 AI9744.The orthometric height was determined by differential leveling and
 AI9744.adjusted by the NATIONAL GEODETIC SURVEY
 AI9744.in March 2001.
 AI9744
 AI9744.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9744.GEOID18 height accuracy estimate available here.
 AI9744
 AI9744.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ688618(NAD 83)
 AI9744
 AI9744                          SUPERSEDED SURVEY CONTROL
 AI9744
 AI9744.No superseded survey control is available for this station.
 AI9744
 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 - July 03, 2007
 AI9744
 AI9744  HISTORY     - Date     Condition        Report By
 AI9744  HISTORY     - 1998     MONUMENTED       NJGS
 AI9744  HISTORY     - 20070703 GOOD             UE
 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.
 AI9744
 AI9744                          STATION RECOVERY (2007)
 AI9744
 AI9744'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3244 ***********************************************************************
 DI3244  DESIGNATION -  6 S 2
 DI3244  PID         -  DI3244
 DI3244  STATE/COUNTY-  NJ/CUMBERLAND
 DI3244  COUNTRY     -  US
 DI3244  USGS QUAD   -  NEWFIELD (2019)
 DI3244
 DI3244                         *CURRENT SURVEY CONTROL
 DI3244  ______________________________________________________________________
 DI3244* NAD 83(1986) POSITION- 39 30 36.     (N) 075 04 09.     (W)   SCALED
 DI3244* NAVD 88 ORTHO HEIGHT -    20.571 (meters)       67.49  (feet) ADJUSTED
 DI3244  ______________________________________________________________________
 DI3244  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 DI3244  DYNAMIC HEIGHT  -         20.560 (meters)       67.45  (feet) COMP
 DI3244  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 DI3244
 DI3244  VERT ORDER      -  FIRST     CLASS II
 DI3244
 DI3244.The horizontal coordinates were scaled from a map and have
 DI3244.an estimated accuracy of +/- 6 seconds.
 DI3244
 DI3244.The orthometric height was determined by differential leveling and
 DI3244.adjusted by the NATIONAL GEODETIC SURVEY
 DI3244.in June 2007.
 DI3244
 DI3244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3244.GEOID18 height accuracy estimate available here.
 DI3244
 DI3244.Click photographs - Photos may exist for this station.
 DI3244
 DI3244.The dynamic height is computed by dividing the NAVD 88
 DI3244.geopotential number by the normal gravity value computed on the
 DI3244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3244.degrees latitude (g = 980.6199 gals.).
 DI3244
 DI3244.The modeled gravity was interpolated from observed gravity values.
 DI3244
 DI3244;                    North         East    Units  Estimated Accuracy
 DI3244;SPC NJ       -    75,270.      101,060.      MT  (+/- 180 meters Scaled)
 DI3244
 DI3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ940733(NAD 83)
 DI3244
 DI3244                          SUPERSEDED SURVEY CONTROL
 DI3244
 DI3244.No superseded survey control is available for this station.
 DI3244
 DI3244_MARKER: DD = SURVEY DISK
 DI3244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3244_SP_SET: BRIDGE
 DI3244_STAMPING: 6 S 2 2003
 DI3244_MARK LOGO: NJGS
 DI3244_PROJECTION: FLUSH
 DI3244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3244+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 DI3244
 DI3244  HISTORY     - Date     Condition        Report By
 DI3244  HISTORY     - 20030804 MONUMENTED       NJGS
 DI3244
 DI3244                          STATION DESCRIPTION
 DI3244
 DI3244'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3244'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3244'STATE ROUTE 55, SET  FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DI3244'ABUTMENT OF THE BRIDGE CARRYING STATE  ROUTE 55 NORTHBOUND OVER
 DI3244'BLACKWATER BRANCH, STRUCTURE NUMBER 0610 164, MILEPOST  34.19.
 DI3244'
 DI3244'THE STATION IS 8.4 M (27.6 FT) EAST FROM THE CENTERLINE OF THE
 DI3244'NORTHBOUND LANES, 8.8 M (28.9  FT) NORTH FROM THE CENTER OF THE BRIDGE
 DI3244'AND 0.6 M (2.0 FT) EAST FROM THE EAST CURB OF THE  NORTHBOUND LANES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2528 ***********************************************************************
 DO2528  DESIGNATION -  6 S 3
 DO2528  PID         -  DO2528
 DO2528  STATE/COUNTY-  NJ/CUMBERLAND
 DO2528  COUNTRY     -  US
 DO2528  USGS QUAD   -  BRIDGETON (2019)
 DO2528
 DO2528                         *CURRENT SURVEY CONTROL
 DO2528  ______________________________________________________________________
 DO2528* NAD 83(1986) POSITION- 39 24 42.62   (N) 075 08 09.69   (W)   HD_HELD1
 DO2528* NAVD 88 ORTHO HEIGHT -    28.606 (meters)       93.85  (feet) ADJUSTED
 DO2528  ______________________________________________________________________
 DO2528  GEOID HEIGHT    -        -33.848 (meters)                     GEOID18
 DO2528  DYNAMIC HEIGHT  -         28.591 (meters)       93.80  (feet) COMP
 DO2528  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 DO2528
 DO2528  VERT ORDER      -  FIRST     CLASS II
 DO2528
 DO2528.The horizontal coordinates were determined by differentially corrected
 DO2528.hand held GPS observations or other comparable positioning techniques
 DO2528.and have an estimated accuracy of +/- 3 meters.
 DO2528
 DO2528.The orthometric height was determined by differential leveling and
 DO2528.adjusted by the NATIONAL GEODETIC SURVEY
 DO2528.in April 2013.
 DO2528
 DO2528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2528.GEOID18 height accuracy estimate available here.
 DO2528
 DO2528.Click photographs - Photos may exist for this station.
 DO2528
 DO2528.The dynamic height is computed by dividing the NAVD 88
 DO2528.geopotential number by the normal gravity value computed on the
 DO2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2528.degrees latitude (g = 980.6199 gals.).
 DO2528
 DO2528.The modeled gravity was interpolated from observed gravity values.
 DO2528
 DO2528;                    North         East    Units  Estimated Accuracy
 DO2528;SPC NJ       -    64,411.0      95,229.5     MT  (+/- 3 meters HH1 GPS) 
 DO2528
 DO2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8828962489(NAD 83)
 DO2528
 DO2528                          SUPERSEDED SURVEY CONTROL
 DO2528
 DO2528.No superseded survey control is available for this station.
 DO2528
 DO2528_MARKER: DD = SURVEY DISK
 DO2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2528_STAMPING: 6 S 3 2011
 DO2528_MARK LOGO: NJGS
 DO2528_PROJECTION: RECESSED 5 CENTIMETERS
 DO2528_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2528+STABILITY: SURFACE MOTION
 DO2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2528+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DO2528
 DO2528  HISTORY     - Date     Condition        Report By
 DO2528  HISTORY     - UNK      MONUMENTED       NJDT
 DO2528  HISTORY     - 20110705 GOOD             NJGS
 DO2528
 DO2528                          STATION DESCRIPTION
 DO2528
 DO2528'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2528'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE SOUTH SIDE OF
 DO2528'NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET).
 DO2528'
 DO2528'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2528'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 5.4 MI
 DO2528'(8.7 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE LEFT.  ALSO TO
 DO2528'REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ STATE
 DO2528'ROUTE 49) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2528'5.5 MI (8.8 KM) EAST ON ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2528'
 DO2528'THE STATION IS 1.0 FT (0.3 M) NORTH OF A WITNESS POST, 54.0 FT (16.5
 DO2528'M) WEST OF MILEPOST 31 FOR THE EAST BOUND LANES OF ROUTE 49, 59.0 FT
 DO2528'(18.0 M) SOUTH OF POLE NUMBER MV2358, 60.7 FT (18.5 M) SOUTH AND
 DO2528'ACROSS THE ROAD FROM STATION 6 R 3, 63.3 FT (19.3 M) WEST-SOUTHWEST OF
 DO2528'THE CENTER OF AN INLET, 137 FT (41.8 M) SOUTHEAST AND ACROSS THE ROAD
 DO2528'FROM POLE NUMBER 2359MV, 9.2 FT (2.8 M) SOUTH OF THE SOUTH EDGE OF
 DO2528'PAVING, 30.0 FT (9.1 M) SOUTH OF THE CENTERLINE OF ROUTE 49.
 DO2528'
 DO2528'NOTE-THE DATUM POINT IS OFFSET TO THE EAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9729 ***********************************************************************
 AI9729  DESIGNATION -  6 T 1
 AI9729  PID         -  AI9729
 AI9729  STATE/COUNTY-  NJ/CUMBERLAND
 AI9729  COUNTRY     -  US
 AI9729  USGS QUAD   -  DIVIDING CREEK (2019)
 AI9729
 AI9729                         *CURRENT SURVEY CONTROL
 AI9729  ______________________________________________________________________
 AI9729* NAD 83(1986) POSITION- 39 15 32.     (N) 075 01 31.     (W)   SCALED
 AI9729* NAVD 88 ORTHO HEIGHT -     1.589 (meters)        5.21  (feet) ADJUSTED
 AI9729  ______________________________________________________________________
 AI9729  GEOID HEIGHT    -        -34.385 (meters)                     GEOID18
 AI9729  DYNAMIC HEIGHT  -          1.588 (meters)        5.21  (feet) COMP
 AI9729  MODELED GRAVITY -    980,099.3   (mgal)                       NAVD 88
 AI9729
 AI9729  VERT ORDER      -  FIRST     CLASS II
 AI9729
 AI9729.The horizontal coordinates were scaled from a map and have
 AI9729.an estimated accuracy of +/- 6 seconds.
 AI9729
 AI9729.The orthometric height was determined by differential leveling and
 AI9729.adjusted by the NATIONAL GEODETIC SURVEY
 AI9729.in March 2001.
 AI9729
 AI9729.No vertical observational check was made to the station.
 AI9729
 AI9729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9729.GEOID18 height accuracy estimate available here.
 AI9729
 AI9729.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ978455(NAD 83)
 AI9729
 AI9729                          SUPERSEDED SURVEY CONTROL
 AI9729
 AI9729.No superseded survey control is available for this station.
 AI9729
 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 = JULY 24, 2026 22:12:30 EDT
 DI3283 ***********************************************************************
 DI3283  DESIGNATION -  6 T 2
 DI3283  PID         -  DI3283
 DI3283  STATE/COUNTY-  NJ/CUMBERLAND
 DI3283  COUNTRY     -  US
 DI3283  USGS QUAD   -  NEWFIELD (2019)
 DI3283
 DI3283                         *CURRENT SURVEY CONTROL
 DI3283  ______________________________________________________________________
 DI3283* NAD 83(1986) POSITION- 39 31 10.     (N) 075 04 09.     (W)   SCALED
 DI3283* NAVD 88 ORTHO HEIGHT -    21.499 (meters)       70.53  (feet) ADJUSTED
 DI3283  ______________________________________________________________________
 DI3283  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 DI3283  DYNAMIC HEIGHT  -         21.488 (meters)       70.50  (feet) COMP
 DI3283  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 DI3283
 DI3283  VERT ORDER      -  FIRST     CLASS II
 DI3283
 DI3283.The horizontal coordinates were scaled from a map and have
 DI3283.an estimated accuracy of +/- 6 seconds.
 DI3283
 DI3283.The orthometric height was determined by differential leveling and
 DI3283.adjusted by the NATIONAL GEODETIC SURVEY
 DI3283.in June 2007.
 DI3283
 DI3283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3283.GEOID18 height accuracy estimate available here.
 DI3283
 DI3283.Click photographs - Photos may exist for this station.
 DI3283
 DI3283.The dynamic height is computed by dividing the NAVD 88
 DI3283.geopotential number by the normal gravity value computed on the
 DI3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3283.degrees latitude (g = 980.6199 gals.).
 DI3283
 DI3283.The modeled gravity was interpolated from observed gravity values.
 DI3283
 DI3283;                    North         East    Units  Estimated Accuracy
 DI3283;SPC NJ       -    76,320.      101,060.      MT  (+/- 180 meters Scaled)
 DI3283
 DI3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ940744(NAD 83)
 DI3283
 DI3283                          SUPERSEDED SURVEY CONTROL
 DI3283
 DI3283.No superseded survey control is available for this station.
 DI3283
 DI3283_MARKER: DD = SURVEY DISK
 DI3283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3283_SP_SET: OVERHEAD SIGN BASE
 DI3283_STAMPING: 6 T 2 2003
 DI3283_MARK LOGO: NJGS
 DI3283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3283+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DI3283
 DI3283  HISTORY     - Date     Condition        Report By
 DI3283  HISTORY     - 20030806 MONUMENTED       NJGS
 DI3283
 DI3283                          STATION DESCRIPTION
 DI3283
 DI3283'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3283'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3283'STATE ROUTE 55, SET  FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 DI3283'FOUNDATION OF AN OVERHEAD SIGN BRIDGE  SPANNING THE THE NORTHBOUND
 DI3283'LANES, STRUCTURE NUMBER 0610 206, MILEPOST 34.84.
 DI3283'
 DI3283'THE STATION IS 17.1 M (56.1 FT) EAST FROM THE CENTERLINE OF THE
 DI3283'NORTHBOUND LANES, 10.6 M  (34.8 FT) SOUTHEAST FROM AN INLET AT THE
 DI3283'SOUTHEAST END OF THE EXIT RAMP LEADING TO  GARDEN ROAD EASTBOUND AND
 DI3283'1.0 M (3.3 FT) NORTH FROM A METAL WITNESS POST WITH SIGN  ATTACHED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2530 ***********************************************************************
 DO2530  DESIGNATION -  6 T 3
 DO2530  PID         -  DO2530
 DO2530  STATE/COUNTY-  NJ/CUMBERLAND
 DO2530  COUNTRY     -  US
 DO2530  USGS QUAD   -  MILLVILLE (2019)
 DO2530
 DO2530                         *CURRENT SURVEY CONTROL
 DO2530  ______________________________________________________________________
 DO2530* NAD 83(1986) POSITION- 39 24 25.47   (N) 075 06 31.09   (W)   HD_HELD1
 DO2530* NAVD 88 ORTHO HEIGHT -    27.298 (meters)       89.56  (feet) ADJUSTED
 DO2530  ______________________________________________________________________
 DO2530  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 DO2530  DYNAMIC HEIGHT  -         27.284 (meters)       89.51  (feet) COMP
 DO2530  MODELED GRAVITY -    980,120.2   (mgal)                       NAVD 88
 DO2530
 DO2530  VERT ORDER      -  FIRST     CLASS II
 DO2530
 DO2530.The horizontal coordinates were determined by differentially corrected
 DO2530.hand held GPS observations or other comparable positioning techniques
 DO2530.and have an estimated accuracy of +/- 3 meters.
 DO2530
 DO2530.The orthometric height was determined by differential leveling and
 DO2530.adjusted by the NATIONAL GEODETIC SURVEY
 DO2530.in April 2013.
 DO2530
 DO2530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2530.GEOID18 height accuracy estimate available here.
 DO2530
 DO2530.Click photographs - Photos may exist for this station.
 DO2530
 DO2530.The dynamic height is computed by dividing the NAVD 88
 DO2530.geopotential number by the normal gravity value computed on the
 DO2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2530.degrees latitude (g = 980.6199 gals.).
 DO2530
 DO2530.The modeled gravity was interpolated from observed gravity values.
 DO2530
 DO2530;                    North         East    Units  Estimated Accuracy
 DO2530;SPC NJ       -    63,865.9      97,584.5     MT  (+/- 3 meters HH1 GPS) 
 DO2530
 DO2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9064761957(NAD 83)
 DO2530
 DO2530                          SUPERSEDED SURVEY CONTROL
 DO2530
 DO2530.No superseded survey control is available for this station.
 DO2530
 DO2530_MARKER: DD = SURVEY DISK
 DO2530_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO2530_SP_SET: SIGN BASE
 DO2530_STAMPING: 6 T 3 2011
 DO2530_MARK LOGO: NJGS
 DO2530_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2530+STABILITY: SURFACE MOTION
 DO2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2530+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DO2530
 DO2530  HISTORY     - Date     Condition        Report By
 DO2530  HISTORY     - 20110705 MONUMENTED       NJGS
 DO2530
 DO2530                          STATION DESCRIPTION
 DO2530
 DO2530'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2530'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE SOUTH SIDE OF
 DO2530'NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), SET IN A DRILL HOLE IN
 DO2530'A ROUND CONCRETE BASE FOR A SIGN (SPORTS COMPLEX, ARMY AIR FIELD, NJ
 DO2530'MOTOR SPORTS, GLASSTOWN ARTS DISTRICT, WHEATON ARTS) ON THE EAST BOUND
 DO2530'LANES OF ROUTE 49.
 DO2530'
 DO2530'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2530'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 3.9 MI
 DO2530'(6.3 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2530'
 DO2530'THE STATION IS 177 FT (53.9 M) WEST OF THE CENTERLINE OF SOUTH BETHAL
 DO2530'ROAD, 4 FT (1.2 M) SOUTH OF THE SOUTH EDGE OF PAVING OF ROUTE 49, 24.5
 DO2530'FT (7.5 M) SOUTH OF THE CENTERLINE OF ROUTE 49, 86 FT (26.2 M) EAST OF
 DO2530'THE CENTERLINE OF A DRIVEWAY TO HOUSE NUMBER 2416, 121 FT (36.9 M)
 DO2530'SOUTHEAST OF POLE NUMBER 1660MV, 65 FT (19.8 M) SOUTHWEST OF POLE
 DO2530'NUMBER 1659.  THE STATION IS ABOUT 8 INCHES (20 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9728 ***********************************************************************
 AI9728  DESIGNATION -  6 U 1
 AI9728  PID         -  AI9728
 AI9728  STATE/COUNTY-  NJ/CUMBERLAND
 AI9728  COUNTRY     -  US
 AI9728  USGS QUAD   -  DIVIDING CREEK (2019)
 AI9728
 AI9728                         *CURRENT SURVEY CONTROL
 AI9728  ______________________________________________________________________
 AI9728* NAD 83(1986) POSITION- 39 16 46.93   (N) 075 01 27.53   (W)   HD_HELD1
 AI9728* NAVD 88 ORTHO HEIGHT -     3.607 (meters)       11.83  (feet) ADJUSTED
 AI9728  ______________________________________________________________________
 AI9728  GEOID HEIGHT    -        -34.300 (meters)                     GEOID18
 AI9728  DYNAMIC HEIGHT  -          3.605 (meters)       11.83  (feet) COMP
 AI9728  MODELED GRAVITY -    980,103.7   (mgal)                       NAVD 88
 AI9728
 AI9728  VERT ORDER      -  FIRST     CLASS II
 AI9728
 AI9728.The horizontal coordinates were determined by differentially corrected
 AI9728.hand held GPS observations or other comparable positioning techniques
 AI9728.and have an estimated accuracy of +/- 3 meters.
 AI9728
 AI9728.The orthometric height was determined by differential leveling and
 AI9728.adjusted by the NATIONAL GEODETIC SURVEY
 AI9728.in March 2001.
 AI9728
 AI9728.No vertical observational check was made to the station.
 AI9728
 AI9728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9728.GEOID18 height accuracy estimate available here.
 AI9728
 AI9728.Click photographs - Photos may exist for this station.
 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       -    49,680.5     104,764.3     MT  (+/- 3 meters HH1 GPS) 
 AI9728
 AI9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9790247816(NAD 83)
 AI9728
 AI9728                          SUPERSEDED SURVEY CONTROL
 AI9728
 AI9728.No superseded survey control is available for this station.
 AI9728
 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 - April 09, 2018
 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  HISTORY     - 20180409 GOOD             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.
 AI9728
 AI9728                          STATION RECOVERY (2018)
 AI9728
 AI9728'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI9728'THE STREET SIGN FOR NORTH AVENUE IS MISSING.
 AI9728'
 AI9728'THE STATION IS 34.3 M (112.5 FT) WEST-SOUTHWEST OF DRAINAGE INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3284 ***********************************************************************
 DI3284  DESIGNATION -  6 U 2
 DI3284  PID         -  DI3284
 DI3284  STATE/COUNTY-  NJ/CUMBERLAND
 DI3284  COUNTRY     -  US
 DI3284  USGS QUAD   -  NEWFIELD (2019)
 DI3284
 DI3284                         *CURRENT SURVEY CONTROL
 DI3284  ______________________________________________________________________
 DI3284* NAD 83(1986) POSITION- 39 31 40.     (N) 075 03 59.     (W)   SCALED
 DI3284* NAVD 88 ORTHO HEIGHT -    20.290 (meters)       66.57  (feet) ADJUSTED
 DI3284  ______________________________________________________________________
 DI3284  GEOID HEIGHT    -        -33.710 (meters)                     GEOID18
 DI3284  DYNAMIC HEIGHT  -         20.279 (meters)       66.53  (feet) COMP
 DI3284  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 DI3284
 DI3284  VERT ORDER      -  FIRST     CLASS II
 DI3284
 DI3284.The horizontal coordinates were scaled from a map and have
 DI3284.an estimated accuracy of +/- 6 seconds.
 DI3284
 DI3284.The orthometric height was determined by differential leveling and
 DI3284.adjusted by the NATIONAL GEODETIC SURVEY
 DI3284.in June 2007.
 DI3284
 DI3284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3284.GEOID18 height accuracy estimate available here.
 DI3284
 DI3284.Click photographs - Photos may exist for this station.
 DI3284
 DI3284.The dynamic height is computed by dividing the NAVD 88
 DI3284.geopotential number by the normal gravity value computed on the
 DI3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3284.degrees latitude (g = 980.6199 gals.).
 DI3284
 DI3284.The modeled gravity was interpolated from observed gravity values.
 DI3284
 DI3284;                    North         East    Units  Estimated Accuracy
 DI3284;SPC NJ       -    77,240.      101,310.      MT  (+/- 180 meters Scaled)
 DI3284
 DI3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ942753(NAD 83)
 DI3284
 DI3284                          SUPERSEDED SURVEY CONTROL
 DI3284
 DI3284.No superseded survey control is available for this station.
 DI3284
 DI3284_MARKER: DD = SURVEY DISK
 DI3284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI3284_SP_SET: RETAINING WALL
 DI3284_STAMPING: 6 U 2 2003
 DI3284_MARK LOGO: NJGS
 DI3284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3284+STABILITY: SURFACE MOTION
 DI3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3284+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DI3284
 DI3284  HISTORY     - Date     Condition        Report By
 DI3284  HISTORY     - 20030806 MONUMENTED       NJGS
 DI3284
 DI3284                          STATION DESCRIPTION
 DI3284
 DI3284'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3284'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3284'STATE ROUTE 55, SET  FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DI3284'RETAINING WALL OF THE BRIDGE CARRYING  STATE ROUTE 55 NORTHBOUND OVER
 DI3284'BURNT MILL BRANCH, STRUCTURE NUMBER 0610 167,  MILEPOST 35.44.
 DI3284'
 DI3284'THE STATION IS 9.1 M (29.9 FT) EAST FROM THE CENTERLINE OF THE
 DI3284'NORTHBOUND LANES, 4.5 M (14.8  FT) NORTH FROM THE CENTER OF THE
 DI3284'BRIDGE, 0.75 M (2.5 FT) EAST FROM THE EAST CURB OF THE  NORTHBOUND
 DI3284'LANES AND 0.4 M (1.3 FT) SOUTH FROM A WITNESS SIGN ATTACHED TO THE 6
 DI3284'FT (1.8 M)  HIGH CHAIN LINK FENCE AT THE NORTH END OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2531 ***********************************************************************
 DO2531  DESIGNATION -  6 U 3
 DO2531  PID         -  DO2531
 DO2531  STATE/COUNTY-  NJ/CUMBERLAND
 DO2531  COUNTRY     -  US
 DO2531  USGS QUAD   -  MILLVILLE (2019)
 DO2531
 DO2531                         *CURRENT SURVEY CONTROL
 DO2531  ______________________________________________________________________
 DO2531* NAD 83(1986) POSITION- 39 24 12.73   (N) 075 05 20.07   (W)   HD_HELD1
 DO2531* NAVD 88 ORTHO HEIGHT -    27.795 (meters)       91.19  (feet) ADJUSTED
 DO2531  ______________________________________________________________________
 DO2531  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 DO2531  DYNAMIC HEIGHT  -         27.781 (meters)       91.14  (feet) COMP
 DO2531  MODELED GRAVITY -    980,121.0   (mgal)                       NAVD 88
 DO2531
 DO2531  VERT ORDER      -  FIRST     CLASS II
 DO2531
 DO2531.The horizontal coordinates were determined by differentially corrected
 DO2531.hand held GPS observations or other comparable positioning techniques
 DO2531.and have an estimated accuracy of +/- 3 meters.
 DO2531
 DO2531.The orthometric height was determined by differential leveling and
 DO2531.adjusted by the NATIONAL GEODETIC SURVEY
 DO2531.in April 2013.
 DO2531
 DO2531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2531.GEOID18 height accuracy estimate available here.
 DO2531
 DO2531.Click photographs - Photos may exist for this station.
 DO2531
 DO2531.The dynamic height is computed by dividing the NAVD 88
 DO2531.geopotential number by the normal gravity value computed on the
 DO2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2531.degrees latitude (g = 980.6199 gals.).
 DO2531
 DO2531.The modeled gravity was interpolated from observed gravity values.
 DO2531
 DO2531;                    North         East    Units  Estimated Accuracy
 DO2531;SPC NJ       -    63,461.8      99,280.9     MT  (+/- 3 meters HH1 GPS) 
 DO2531
 DO2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9234561562(NAD 83)
 DO2531
 DO2531                          SUPERSEDED SURVEY CONTROL
 DO2531
 DO2531.No superseded survey control is available for this station.
 DO2531
 DO2531_MARKER: DD = SURVEY DISK
 DO2531_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2531_SP_SET: CURB
 DO2531_STAMPING: 6 U 3 2011
 DO2531_MARK LOGO: NJGS
 DO2531_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2531+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DO2531
 DO2531  HISTORY     - Date     Condition        Report By
 DO2531  HISTORY     - 20110705 MONUMENTED       NJGS
 DO2531  HISTORY     - 20210526 GOOD             NJGS
 DO2531
 DO2531                          STATION DESCRIPTION
 DO2531
 DO2531'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2531'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTH SIDE OF
 DO2531'NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), SET IN A DRILL HOLE IN
 DO2531'THE CONCRETE CURB SURROUNDING A STORM DRAIN CATCH BASIN.
 DO2531'
 DO2531'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2531'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 2.8 MI
 DO2531'(4.5 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2531'
 DO2531'THE STATION IS 25 FT (7.6 M) NORTH OF THE CENTERLINE OF ROUTE 49, 39
 DO2531'FT (11.9 M) SOUTHWEST OF THE CENTERLINE OF A DRIVE LEADING NORTH TO A
 DO2531'MUNICIPAL SANITARY SEWER PUMPING STATION, 59.5 FT (18.1 M)
 DO2531'WEST-NORTHWEST OF POLE NUMBER 35, 85 FT (25.9 M) EAST OF POLE NUMBER
 DO2531'321 1612MV, 58 FT (17.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE
 DO2531'NUMBER 1998.
 DO2531
 DO2531                          STATION RECOVERY (2021)
 DO2531
 DO2531'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 DO2531'CORRECTIONS TO TIES ARE 39 FT (11.9 M) WEST-NORTHWEST OF THE
 DO2531'CENTERLINE OF DRIVE NORTH TO MUNICIPAL PUMPING STATION, 59.5 FT (18.1
 DO2531'M) WEST-NORTHWEST OF POLE NUMBER 32 25 VZ322, 58 FT (17.7 M) SOUTHEAST
 DO2531'OF THE SOUTHEAST CORNER OF HOUSE NUMBER 1948, 24.6 FT (7.5 M)
 DO2531'NORTH-NORTHEAST OF THE CENTERLINE OF ROUTE 49.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9753 ***********************************************************************
 AI9753  DESIGNATION -  6 V 1
 AI9753  PID         -  AI9753
 AI9753  STATE/COUNTY-  NJ/CUMBERLAND
 AI9753  COUNTRY     -  US
 AI9753  USGS QUAD   -  SHILOH (2019)
 AI9753
 AI9753                         *CURRENT SURVEY CONTROL
 AI9753  ______________________________________________________________________
 AI9753* NAD 83(1986) POSITION- 39 24 07.     (N) 075 22 24.     (W)   SCALED
 AI9753* NAVD 88 ORTHO HEIGHT -     2.251 (meters)        7.39  (feet) ADJUSTED
 AI9753  ______________________________________________________________________
 AI9753  GEOID HEIGHT    -        -33.850 (meters)                     GEOID18
 AI9753  DYNAMIC HEIGHT  -          2.250 (meters)        7.38  (feet) COMP
 AI9753  MODELED GRAVITY -    980,115.6   (mgal)                       NAVD 88
 AI9753
 AI9753  VERT ORDER      -  SECOND    CLASS I
 AI9753
 AI9753.The horizontal coordinates were scaled from a map and have
 AI9753.an estimated accuracy of +/- 6 seconds.
 AI9753
 AI9753.The orthometric height was determined by differential leveling and
 AI9753.adjusted by the NATIONAL GEODETIC SURVEY
 AI9753.in March 2001.
 AI9753
 AI9753.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9753.GEOID18 height accuracy estimate available here.
 AI9753
 AI9753.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ678614(NAD 83)
 AI9753
 AI9753                          SUPERSEDED SURVEY CONTROL
 AI9753
 AI9753.No superseded survey control is available for this station.
 AI9753
 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 = JULY 24, 2026 22:12:30 EDT
 DI3285 ***********************************************************************
 DI3285  DESIGNATION -  6 V 2
 DI3285  PID         -  DI3285
 DI3285  STATE/COUNTY-  NJ/CUMBERLAND
 DI3285  COUNTRY     -  US
 DI3285  USGS QUAD   -  NEWFIELD (2019)
 DI3285
 DI3285                         *CURRENT SURVEY CONTROL
 DI3285  ______________________________________________________________________
 DI3285* NAD 83(1986) POSITION- 39 32 52.     (N) 075 03 31.     (W)   SCALED
 DI3285* NAVD 88 ORTHO HEIGHT -    31.066 (meters)      101.92  (feet) ADJUSTED
 DI3285  ______________________________________________________________________
 DI3285  GEOID HEIGHT    -        -33.672 (meters)                     GEOID18
 DI3285  DYNAMIC HEIGHT  -         31.050 (meters)      101.87  (feet) COMP
 DI3285  MODELED GRAVITY -    980,116.2   (mgal)                       NAVD 88
 DI3285
 DI3285  VERT ORDER      -  FIRST     CLASS II
 DI3285
 DI3285.The horizontal coordinates were scaled from a map and have
 DI3285.an estimated accuracy of +/- 6 seconds.
 DI3285
 DI3285.The orthometric height was determined by differential leveling and
 DI3285.adjusted by the NATIONAL GEODETIC SURVEY
 DI3285.in June 2007.
 DI3285
 DI3285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3285.GEOID18 height accuracy estimate available here.
 DI3285
 DI3285.Click photographs - Photos may exist for this station.
 DI3285
 DI3285.The dynamic height is computed by dividing the NAVD 88
 DI3285.geopotential number by the normal gravity value computed on the
 DI3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3285.degrees latitude (g = 980.6199 gals.).
 DI3285
 DI3285.The modeled gravity was interpolated from observed gravity values.
 DI3285
 DI3285;                    North         East    Units  Estimated Accuracy
 DI3285;SPC NJ       -    79,460.      101,990.      MT  (+/- 180 meters Scaled)
 DI3285
 DI3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ949775(NAD 83)
 DI3285
 DI3285                          SUPERSEDED SURVEY CONTROL
 DI3285
 DI3285.No superseded survey control is available for this station.
 DI3285
 DI3285_MARKER: DD = SURVEY DISK
 DI3285_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3285_SP_SET: BRIDGE CURB
 DI3285_STAMPING: 6 V 2 2003
 DI3285_MARK LOGO: NJGS
 DI3285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3285+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DI3285
 DI3285  HISTORY     - Date     Condition        Report By
 DI3285  HISTORY     - 20030806 MONUMENTED       NJGS
 DI3285
 DI3285                          STATION DESCRIPTION
 DI3285
 DI3285'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3285'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE EAST SIDE OF
 DI3285'STATE ROUTE 55, SET  FLUSH IN DRILL HOLE IN THE TOP OF THE NORTHEAST
 DI3285'BRIDGE CURB OF THE BRIDGE CARRYING  STATE ROUTE 55 NORTHBOUND OVER
 DI3285'WEYMOUTH ROAD, COUNTY ROAD 690, STRUCTURE NUMBER  0610169, MILEPOST
 DI3285'36.87.
 DI3285'
 DI3285'THE STATION IS 7.7 M (25.3 FT) EAST FROM THE CENTERLINE OF THE
 DI3285'NORTHBOUND LAND, 21.0 M (68.9  FT) NORTH FROM THE CENTER OF THE BRIDGE
 DI3285'AND 3.3 M (10.8 FT) SOUTHWEST FROM A METAL  WITNESS POST WITH SIGN
 DI3285'ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2533 ***********************************************************************
 DO2533  DESIGNATION -  6 V 3
 DO2533  PID         -  DO2533
 DO2533  STATE/COUNTY-  NJ/CUMBERLAND
 DO2533  COUNTRY     -  US
 DO2533  USGS QUAD   -  MILLVILLE (2019)
 DO2533
 DO2533                         *CURRENT SURVEY CONTROL
 DO2533  ______________________________________________________________________
 DO2533* NAD 83(1986) POSITION- 39 24 03.72   (N) 075 04 32.62   (W)   HD_HELD1
 DO2533* NAVD 88 ORTHO HEIGHT -    23.382 (meters)       76.71  (feet) ADJUSTED
 DO2533  ______________________________________________________________________
 DO2533  GEOID HEIGHT    -        -33.884 (meters)                     GEOID18
 DO2533  DYNAMIC HEIGHT  -         23.370 (meters)       76.67  (feet) COMP
 DO2533  MODELED GRAVITY -    980,121.7   (mgal)                       NAVD 88
 DO2533
 DO2533  VERT ORDER      -  FIRST     CLASS II
 DO2533
 DO2533.The horizontal coordinates were determined by differentially corrected
 DO2533.hand held GPS observations or other comparable positioning techniques
 DO2533.and have an estimated accuracy of +/- 3 meters.
 DO2533
 DO2533.The orthometric height was determined by differential leveling and
 DO2533.adjusted by the NATIONAL GEODETIC SURVEY
 DO2533.in April 2013.
 DO2533
 DO2533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2533.GEOID18 height accuracy estimate available here.
 DO2533
 DO2533.Click photographs - Photos may exist for this station.
 DO2533
 DO2533.The dynamic height is computed by dividing the NAVD 88
 DO2533.geopotential number by the normal gravity value computed on the
 DO2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2533.degrees latitude (g = 980.6199 gals.).
 DO2533
 DO2533.The modeled gravity was interpolated from observed gravity values.
 DO2533
 DO2533;                    North         East    Units  Estimated Accuracy
 DO2533;SPC NJ       -    63,176.6     100,414.3     MT  (+/- 3 meters HH1 GPS) 
 DO2533
 DO2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9347961283(NAD 83)
 DO2533
 DO2533                          SUPERSEDED SURVEY CONTROL
 DO2533
 DO2533.No superseded survey control is available for this station.
 DO2533
 DO2533_MARKER: DD = SURVEY DISK
 DO2533_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO2533_SP_SET: SIGN BASE
 DO2533_STAMPING: 6 V 3 2011
 DO2533_MARK LOGO: NJGS
 DO2533_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2533+STABILITY: SURFACE MOTION
 DO2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2533+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DO2533
 DO2533  HISTORY     - Date     Condition        Report By
 DO2533  HISTORY     - 20110705 MONUMENTED       NJGS
 DO2533
 DO2533                          STATION DESCRIPTION
 DO2533
 DO2533'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2533'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE SOUTH SIDE OF
 DO2533'NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), SET IN A DRILL HOLE IN
 DO2533'A ROUND CONCRETE BASE FOR A SIGN (SPORTS COMPLEX, ARMY AIR FIELD
 DO2533'MUSEUM, NJ MOTOR SPORTS, GLASSTOWN ARTS DISTRICT, WHEATON ARTS) ON THE
 DO2533'EAST BOUND LANES OF ROUTE 49.
 DO2533'
 DO2533'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2533'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 2.1 MI
 DO2533'(3.4 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE LEFT.
 DO2533'
 DO2533'THE STATION IS 10 FT (3.0 M) EAST OF THE CENTERLINE EXTENDED OF MARLYN
 DO2533'TERRACE, 27 FT (8.2 M) SOUTH OF THE CENTERLINE OF ROUTE 49, 138 FT
 DO2533'(42.1 M) WEST OF THE CENTERLINE EXTENDED OF RIECK AVENUE, 68 FT (20.7
 DO2533'M) NORTHEAST OF THE NORTHEAST CORNER OF A FOOD STORE (MAIN STREET
 DO2533'SUPERMARKET), 56 FT (17.1 M) SOUTH-SOUTHWEST OF POLE NUMBER BT352,
 DO2533'57.6 FT (17.6 M) WEST-NORTHWEST OF A PARKING LOT LIGHT FOR THE FOOD
 DO2533'STORE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4364 ***********************************************************************
 AI4364  DESIGNATION -  6 W 1
 AI4364  PID         -  AI4364
 AI4364  STATE/COUNTY-  NJ/CUMBERLAND
 AI4364  COUNTRY     -  US
 AI4364  USGS QUAD   -  SHILOH (2019)
 AI4364
 AI4364                         *CURRENT SURVEY CONTROL
 AI4364  ______________________________________________________________________
 AI4364* NAD 83(2011) POSITION- 39 29 15.30634(N) 075 15 29.78479(W)   ADJUSTED
 AI4364* NAD 83(2011) ELLIP HT-   -17.201 (meters)        (06/27/12)   ADJUSTED
 AI4364* NAD 83(2011) EPOCH   -  2010.00
 AI4364* NAVD 88 ORTHO HEIGHT -    16.5   (meters)       54.    (feet) GPS OBS
 AI4364  ______________________________________________________________________
 AI4364  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4364  GEOID HEIGHT    -        -33.721 (meters)                     GEOID99
 AI4364  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 AI4364  NAD 83(2011) X  -  1,254,262.315 (meters)                     COMP
 AI4364  NAD 83(2011) Y  - -4,766,817.567 (meters)                     COMP
 AI4364  NAD 83(2011) Z  -  4,034,228.907 (meters)                     COMP
 AI4364  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 AI4364
 AI4364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4364  Standards:
 AI4364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4364  -------------------------------------------------------------------
 AI4364  NETWORK    0.52   0.88           0.24   0.18   0.45      0.06653561
 AI4364  -------------------------------------------------------------------
 AI4364  Click here for local accuracies and other accuracy information.
 AI4364
 AI4364.The horizontal coordinates were established by GPS observations
 AI4364.and adjusted by the National Geodetic Survey in June 2012.
 AI4364
 AI4364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4364.been affixed to the stable North American tectonic plate. See 
 AI4364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4364
 AI4364.The horizontal coordinates are valid at the epoch date displayed above
 AI4364.which is a decimal equivalence of Year/Month/Day.
 AI4364
 AI4364.The orthometric height was determined by GPS observations and a
 AI4364.high-resolution geoid model.
 AI4364
 AI4364.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4364.GEOID18 height accuracy estimate available here.
 AI4364
 AI4364.Click photographs - Photos may exist for this station.
 AI4364
 AI4364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4364
 AI4364.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4364
 AI4364.The ellipsoidal height was determined by GPS observations
 AI4364.and is referenced to NAD 83.
 AI4364
 AI4364. The following values were computed from the NAD 83(2011) position.
 AI4364
 AI4364;                    North         East     Units Scale Factor Converg.
 AI4364;SPC NJ       -    72,901.298    84,772.852   MT  0.99995237   -0 28 56.0
 AI4364;SPC NJ       -   239,177.01    278,125.60   sFT  0.99995237   -0 28 56.0
 AI4364;UTM  18      - 4,370,918.528   477,789.930   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  =   0.99960877
 AI4364
 AI4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7778970918(NAD 83)
 AI4364
 AI4364                          SUPERSEDED SURVEY CONTROL
 AI4364
 AI4364  NAD 83(2007)-  39 29 15.30666(N)    075 15 29.78549(W) AD(2002.00) 0
 AI4364  ELLIP H (02/10/07)  -17.186  (m)                       GP(2002.00)    
 AI4364  ELLIP H (09/25/02)  -17.179  (m)                       GP(       ) 4 1
 AI4364  NAD 83(1996)-  39 29 15.30672(N)    075 15 29.78561(W) AD(       ) 1
 AI4364  ELLIP H (03/31/00)  -17.179  (m)                       GP(       ) 3 1
 AI4364
 AI4364.Superseded values are not recommended for survey control.
 AI4364
 AI4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4364.See file dsdata.pdf to determine how the superseded data were derived.
 AI4364
 AI4364_STAMPING: 6 W 1 1999
 AI4364_MARK LOGO: NJGS
 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  HISTORY     - 20190805 MARK NOT FOUND   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.
 AI4364
 AI4364                          STATION RECOVERY (2019)
 AI4364
 AI4364'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AI4364'THE BRIDGE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.  CHECKED
 AI4364'WITH GPS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2534 ***********************************************************************
 DO2534  DESIGNATION -  6 W 3
 DO2534  PID         -  DO2534
 DO2534  STATE/COUNTY-  NJ/CUMBERLAND
 DO2534  COUNTRY     -  US
 DO2534  USGS QUAD   -  MILLVILLE (2019)
 DO2534
 DO2534                         *CURRENT SURVEY CONTROL
 DO2534  ______________________________________________________________________
 DO2534* NAD 83(1986) POSITION- 39 24 00.21   (N) 075 04 09.95   (W)   HD_HELD1
 DO2534* NAVD 88 ORTHO HEIGHT -    23.824 (meters)       78.16  (feet) ADJUSTED
 DO2534  ______________________________________________________________________
 DO2534  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 DO2534  DYNAMIC HEIGHT  -         23.812 (meters)       78.12  (feet) COMP
 DO2534  MODELED GRAVITY -    980,122.1   (mgal)                       NAVD 88
 DO2534
 DO2534  VERT ORDER      -  FIRST     CLASS II
 DO2534
 DO2534.The horizontal coordinates were determined by differentially corrected
 DO2534.hand held GPS observations or other comparable positioning techniques
 DO2534.and have an estimated accuracy of +/- 3 meters.
 DO2534
 DO2534.The orthometric height was determined by differential leveling and
 DO2534.adjusted by the NATIONAL GEODETIC SURVEY
 DO2534.in April 2013.
 DO2534
 DO2534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2534.GEOID18 height accuracy estimate available here.
 DO2534
 DO2534.Click photographs - Photos may exist for this station.
 DO2534
 DO2534.The dynamic height is computed by dividing the NAVD 88
 DO2534.geopotential number by the normal gravity value computed on the
 DO2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2534.degrees latitude (g = 980.6199 gals.).
 DO2534
 DO2534.The modeled gravity was interpolated from observed gravity values.
 DO2534
 DO2534;                    North         East    Units  Estimated Accuracy
 DO2534;SPC NJ       -    63,064.9     100,956.0     MT  (+/- 3 meters HH1 GPS) 
 DO2534
 DO2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9402161175(NAD 83)
 DO2534
 DO2534                          SUPERSEDED SURVEY CONTROL
 DO2534
 DO2534.No superseded survey control is available for this station.
 DO2534
 DO2534_MARKER: DD = SURVEY DISK
 DO2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2534_STAMPING: 6 W 3 2011
 DO2534_MARK LOGO: NJGS
 DO2534_PROJECTION: RECESSED 15 CENTIMETERS
 DO2534_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2534+STABILITY: SURFACE MOTION
 DO2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2534+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2020
 DO2534
 DO2534  HISTORY     - Date     Condition        Report By
 DO2534  HISTORY     - UNK      MONUMENTED       NJDT
 DO2534  HISTORY     - 20110705 GOOD             NJGS
 DO2534  HISTORY     - 20200421 GOOD             NJGS
 DO2534
 DO2534                          STATION DESCRIPTION
 DO2534
 DO2534'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2534'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTH SIDE OF
 DO2534'NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), IN FRONT OF HOUSE
 DO2534'NUMBER 1328.
 DO2534'
 DO2534'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2534'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 1.8 MI
 DO2534'(2.9 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2534'
 DO2534'THE STATION IS 47.8 FT (14.6 M) SOUTHEAST OF THE SOUTHWEST CORNER OF
 DO2534'THE FRONT PORCH, 45.2 FT (13.8 M) SOUTHWEST OF THE SOUTHEAST CORNER OF
 DO2534'THE PORCH, 32.0 FT (9.8 M) NORTH OF THE CENTERLINE OF ROUTE 49, 72.3
 DO2534'FT (22.0 M) EAST OF POLE NUMBER 1559MV, 54.0 FT (16.5 M) WEST OF POLE
 DO2534'NUMBER 367, 47 FT (14.3 M) EAST OF THE CENTERLINE EXTENDED OF
 DO2534'HILLCREST AVENUE, 4.5 EAST OF THE CENTERLINE OF THE CONCRETE SIDEWALK
 DO2534'LEADING TO THE HOUSE, 3.7 FT (1.1 M) NORTH OF THE CENTERLINE OF THE
 DO2534'BLACKTOP SIDEWALK IN FRONT OF THE HOUSE.
 DO2534
 DO2534                          STATION RECOVERY (2020)
 DO2534
 DO2534'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DO2534'THE MARK IS 31 FT (9.4 M) NORTH OF THE CENTERLINE OF ROUTE 49, 48 FT
 DO2534'(14.6 M) EAST OF THE CENTERLINE EXTENDED OF HILLCREST AVENUE AND 5.7
 DO2534'FT (1.7 M) NORTH OF THE CENTERLINE OF THE BLACKTOP SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4365 ***********************************************************************
 AI4365  DESIGNATION -  6 X 1
 AI4365  PID         -  AI4365
 AI4365  STATE/COUNTY-  NJ/CUMBERLAND
 AI4365  COUNTRY     -  US
 AI4365  USGS QUAD   -  BRIDGETON (2019)
 AI4365
 AI4365                         *CURRENT SURVEY CONTROL
 AI4365  ______________________________________________________________________
 AI4365* NAD 83(2011) POSITION- 39 29 54.62436(N) 075 12 36.67906(W)   ADJUSTED
 AI4365* NAD 83(2011) ELLIP HT-    -5.260 (meters)        (06/27/12)   ADJUSTED
 AI4365* NAD 83(2011) EPOCH   -  2010.00
 AI4365* NAVD 88 ORTHO HEIGHT -    28.4   (meters)       93.    (feet) GPS OBS
 AI4365  ______________________________________________________________________
 AI4365  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4365  GEOID HEIGHT    -        -33.706 (meters)                     GEOID99
 AI4365  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 AI4365  NAD 83(2011) X  -  1,258,067.868 (meters)                     COMP
 AI4365  NAD 83(2011) Y  - -4,765,026.541 (meters)                     COMP
 AI4365  NAD 83(2011) Z  -  4,035,172.248 (meters)                     COMP
 AI4365  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 AI4365
 AI4365  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4365  Standards:
 AI4365         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4365            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4365  -------------------------------------------------------------------
 AI4365  NETWORK    0.53   0.86           0.24   0.18   0.44     -0.11503322
 AI4365  -------------------------------------------------------------------
 AI4365  Click here for local accuracies and other accuracy information.
 AI4365
 AI4365.The horizontal coordinates were established by GPS observations
 AI4365.and adjusted by the National Geodetic Survey in June 2012.
 AI4365
 AI4365.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4365.been affixed to the stable North American tectonic plate. See 
 AI4365.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4365
 AI4365.The horizontal coordinates are valid at the epoch date displayed above
 AI4365.which is a decimal equivalence of Year/Month/Day.
 AI4365
 AI4365.The orthometric height was determined by GPS observations and a
 AI4365.high-resolution geoid model.
 AI4365
 AI4365.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4365.GEOID18 height accuracy estimate available here.
 AI4365
 AI4365.Click photographs - Photos may exist for this station.
 AI4365
 AI4365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4365
 AI4365.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4365
 AI4365.The ellipsoidal height was determined by GPS observations
 AI4365.and is referenced to NAD 83.
 AI4365
 AI4365. The following values were computed from the NAD 83(2011) position.
 AI4365
 AI4365;                    North         East     Units Scale Factor Converg.
 AI4365;SPC NJ       -    74,080.063    88,918.747   MT  0.99994592   -0 27 06.2
 AI4365;SPC NJ       -   243,044.34    291,727.59   sFT  0.99994592   -0 27 06.2
 AI4365;UTM  18      - 4,372,119.873   481,927.795   MT  0.99960402   -0 08 01.3
 AI4365
 AI4365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4365!SPC NJ       -   1.00000083  x   0.99994592  =   0.99994675
 AI4365!UTM  18      -   1.00000083  x   0.99960402  =   0.99960484
 AI4365
 AI4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8192772119(NAD 83)
 AI4365
 AI4365                          SUPERSEDED SURVEY CONTROL
 AI4365
 AI4365  NAD 83(2007)-  39 29 54.62466(N)    075 12 36.67970(W) AD(2002.00) 0
 AI4365  ELLIP H (02/10/07)   -5.247  (m)                       GP(2002.00)    
 AI4365  ELLIP H (09/25/02)   -5.243  (m)                       GP(       ) 4 1
 AI4365  NAD 83(1996)-  39 29 54.62475(N)    075 12 36.67990(W) AD(       ) 1
 AI4365  ELLIP H (03/31/00)   -5.244  (m)                       GP(       ) 3 1
 AI4365
 AI4365.Superseded values are not recommended for survey control.
 AI4365
 AI4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4365.See file dsdata.pdf to determine how the superseded data were derived.
 AI4365
 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 - May 26, 2021
 AI4365
 AI4365  HISTORY     - Date     Condition        Report By
 AI4365  HISTORY     - 1999     MONUMENTED       NJGS
 AI4365  HISTORY     - 20210526 GOOD             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.
 AI4365
 AI4365                          STATION RECOVERY (2021)
 AI4365
 AI4365'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 AI4365'ADDITIONAL TIES ARE 0.6 M (2.0 FT) NORTH-NORTHWEST OF CONCRETE PARK
 AI4365'BENCH, 31.1 M (102.0 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 AI4365'BALLFIELD FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2535 ***********************************************************************
 DO2535  DESIGNATION -  6 X 3
 DO2535  PID         -  DO2535
 DO2535  STATE/COUNTY-  NJ/CUMBERLAND
 DO2535  COUNTRY     -  US
 DO2535  USGS QUAD   -  MILLVILLE (2019)
 DO2535
 DO2535                         *CURRENT SURVEY CONTROL
 DO2535  ______________________________________________________________________
 DO2535* NAD 83(1986) POSITION- 39 23 54.52   (N) 075 03 38.11   (W)   HD_HELD1
 DO2535* NAVD 88 ORTHO HEIGHT -    17.321 (meters)       56.83  (feet) ADJUSTED
 DO2535  ______________________________________________________________________
 DO2535  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 DO2535  DYNAMIC HEIGHT  -         17.312 (meters)       56.80  (feet) COMP
 DO2535  MODELED GRAVITY -    980,122.7   (mgal)                       NAVD 88
 DO2535
 DO2535  VERT ORDER      -  FIRST     CLASS II
 DO2535
 DO2535.The horizontal coordinates were determined by differentially corrected
 DO2535.hand held GPS observations or other comparable positioning techniques
 DO2535.and have an estimated accuracy of +/- 3 meters.
 DO2535
 DO2535.The orthometric height was determined by differential leveling and
 DO2535.adjusted by the NATIONAL GEODETIC SURVEY
 DO2535.in April 2013.
 DO2535
 DO2535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2535.GEOID18 height accuracy estimate available here.
 DO2535
 DO2535.Click photographs - Photos may exist for this station.
 DO2535
 DO2535.The dynamic height is computed by dividing the NAVD 88
 DO2535.geopotential number by the normal gravity value computed on the
 DO2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2535.degrees latitude (g = 980.6199 gals.).
 DO2535
 DO2535.The modeled gravity was interpolated from observed gravity values.
 DO2535
 DO2535;                    North         East    Units  Estimated Accuracy
 DO2535;SPC NJ       -    62,884.7     101,716.7     MT  (+/- 3 meters HH1 GPS) 
 DO2535
 DO2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9478360999(NAD 83)
 DO2535
 DO2535                          SUPERSEDED SURVEY CONTROL
 DO2535
 DO2535.No superseded survey control is available for this station.
 DO2535
 DO2535_MARKER: DD = SURVEY DISK
 DO2535_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO2535_SP_SET: SIGN BASE
 DO2535_STAMPING: 6 X 3 2011
 DO2535_MARK LOGO: NJGS
 DO2535_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2535+STABILITY: SURFACE MOTION
 DO2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2535+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DO2535
 DO2535  HISTORY     - Date     Condition        Report By
 DO2535  HISTORY     - 20110705 MONUMENTED       NJGS
 DO2535
 DO2535                          STATION DESCRIPTION
 DO2535
 DO2535'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2535'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTH SIDE OF
 DO2535'NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), AT THE SOUTHEAST
 DO2535'CORNER OF A PARK LOCATED ON THE NORTHEAST CORNER OF THE JUNCTION OF NJ
 DO2535'STATE ROUTE 49 AND CARMEL ROAD (COUNTY ROAD 608) LEADING TO THE NORTH
 DO2535'AND BEECH STREET (COUNTY ROAD 698) LEADING TO THE SOUTH.
 DO2535'
 DO2535'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2535'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 1.3 MI
 DO2535'(2.1 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT, A DISK
 DO2535'SET IN A DRILL HOLE IN A ROUND CONCRETE BASE FOR A SIGN (AIRPORT, ARMY
 DO2535'AIR FIELD MUSEUM, NJ MOTOR SPORTS) FOR THE WEST BOUND LANES OF ROUTE
 DO2535'49.
 DO2535'
 DO2535'THE STATION IS 60.3 FT (18.4 M) WEST OF THE CENTERLINE EXTENDED FOR
 DO2535'SPRUCE STREET, 6.7 FT (2.0 M) NORTH OF THE NORTH CURB OF ROUTE 49, 29
 DO2535'FT (8.8 M) NORTH OF THE CENTERLINE OF ROUTE 49, 171 FT (52.1 M) EAST
 DO2535'OF THE CENTERLINE OF CARMEL ROAD, 20.0 FT (6.1 M) EAST OF POLE NUMBER
 DO2535'1536MV, 60.5 FT (18.4 M) EAST OF A FIRE HYDRANT, 27.4 FT (8.4 M)
 DO2535'SOUTH-SOUTHEAST OF POLE NUMBER 639 2069.  THE STATION IS NEXT TO AND
 DO2535'LEVEL WITH THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3267 ***********************************************************************
 DI3267  DESIGNATION -  6 Y 1
 DI3267  PID         -  DI3267
 DI3267  STATE/COUNTY-  NJ/CUMBERLAND
 DI3267  COUNTRY     -  US
 DI3267  USGS QUAD   -  NEWFIELD (2019)
 DI3267
 DI3267                         *CURRENT SURVEY CONTROL
 DI3267  ______________________________________________________________________
 DI3267* NAD 83(1986) POSITION- 39 32 09.     (N) 075 03 48.     (W)   SCALED
 DI3267* NAVD 88 ORTHO HEIGHT -    24.422 (meters)       80.12  (feet) ADJUSTED
 DI3267  ______________________________________________________________________
 DI3267  GEOID HEIGHT    -        -33.696 (meters)                     GEOID18
 DI3267  DYNAMIC HEIGHT  -         24.410 (meters)       80.09  (feet) COMP
 DI3267  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 DI3267
 DI3267  VERT ORDER      -  FIRST     CLASS II
 DI3267
 DI3267.The horizontal coordinates were scaled from a map and have
 DI3267.an estimated accuracy of +/- 6 seconds.
 DI3267
 DI3267.The orthometric height was determined by differential leveling and
 DI3267.adjusted by the NATIONAL GEODETIC SURVEY
 DI3267.in June 2007.
 DI3267
 DI3267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3267.GEOID18 height accuracy estimate available here.
 DI3267
 DI3267.Click photographs - Photos may exist for this station.
 DI3267
 DI3267.The dynamic height is computed by dividing the NAVD 88
 DI3267.geopotential number by the normal gravity value computed on the
 DI3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3267.degrees latitude (g = 980.6199 gals.).
 DI3267
 DI3267.The modeled gravity was interpolated from observed gravity values.
 DI3267
 DI3267;                    North         East    Units  Estimated Accuracy
 DI3267;SPC NJ       -    78,140.      101,580.      MT  (+/- 180 meters Scaled)
 DI3267
 DI3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ945762(NAD 83)
 DI3267
 DI3267                          SUPERSEDED SURVEY CONTROL
 DI3267
 DI3267.No superseded survey control is available for this station.
 DI3267
 DI3267_MARKER: DD = SURVEY DISK
 DI3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3267_STAMPING: 6 Y 1 2003
 DI3267_MARK LOGO: NJGS
 DI3267_PROJECTION: FLUSH
 DI3267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3267+STABILITY: SURFACE MOTION
 DI3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3267+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 DI3267
 DI3267  HISTORY     - Date     Condition        Report By
 DI3267  HISTORY     - UNK      MONUMENTED       NJDT
 DI3267  HISTORY     - 20030606 GOOD             NJGS
 DI3267
 DI3267                          STATION DESCRIPTION
 DI3267
 DI3267'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3267'THE STATION IS LOCATED IN THE CITY OF VINELAND IN THE CENTER GRASS
 DI3267'MEDIAN OF STATE ROUTE  55 AT MILEPOST 36.04.
 DI3267'
 DI3267'THE STATION IS 17.3 M (56.8 FT) EAST FROM THE EAST EDGE OF THE
 DI3267'SOUTHBOUND LANES, 5.1 M (16.7  FT) WEST FROM THE WEST EDGE OF THE
 DI3267'NORTHBOUND LANES, 23.8 M (78.1 FT) NORTH AND NORMAL  TO ALONG THE
 DI3267'CENTER MEDIAN FROM AN EMERGENCY TELEPHONE CALL STATION 36.0 ON THE
 DI3267'EAST  SIDE OF THE NORTHBOUND LANES, 59.1 M (193.9 FT) NORTH AND NORMAL
 DI3267'TO ALONG THE CENTER  MEDIAN FROM AN EMERGENCY TELEPHONE CALL STATION
 DI3267'36.0 ON THE WEST SIDE OF THE  SOUTHBOUND LANES AND 0.3 M (1.0 FT) EAST
 DI3267'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3301 ***********************************************************************
 DI3301  DESIGNATION -  6 Y 2
 DI3301  PID         -  DI3301
 DI3301  STATE/COUNTY-  NJ/CUMBERLAND
 DI3301  COUNTRY     -  US
 DI3301  USGS QUAD   -  MILLVILLE (2019)
 DI3301
 DI3301                         *CURRENT SURVEY CONTROL
 DI3301  ______________________________________________________________________
 DI3301* NAD 83(1986) POSITION- 39 24 23.39   (N) 075 02 16.19   (W)   HD_HELD1
 DI3301* NAVD 88 ORTHO HEIGHT -    13.259 (meters)       43.50  (feet) ADJUSTED
 DI3301  ______________________________________________________________________
 DI3301  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 DI3301  DYNAMIC HEIGHT  -         13.252 (meters)       43.48  (feet) COMP
 DI3301  MODELED GRAVITY -    980,123.2   (mgal)                       NAVD 88
 DI3301
 DI3301  VERT ORDER      -  FIRST     CLASS II
 DI3301
 DI3301.The horizontal coordinates were determined by differentially corrected
 DI3301.hand held GPS observations or other comparable positioning techniques
 DI3301.and have an estimated accuracy of +/- 3 meters.
 DI3301
 DI3301.The orthometric height was determined by differential leveling and
 DI3301.adjusted by the NATIONAL GEODETIC SURVEY
 DI3301.in June 2007.
 DI3301
 DI3301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3301.GEOID18 height accuracy estimate available here.
 DI3301
 DI3301.Click photographs - Photos may exist for this station.
 DI3301
 DI3301.The dynamic height is computed by dividing the NAVD 88
 DI3301.geopotential number by the normal gravity value computed on the
 DI3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3301.degrees latitude (g = 980.6199 gals.).
 DI3301
 DI3301.The modeled gravity was interpolated from observed gravity values.
 DI3301
 DI3301;                    North         East    Units  Estimated Accuracy
 DI3301;SPC NJ       -    63,763.0     103,681.9     MT  (+/- 3 meters HH1 GPS) 
 DI3301
 DI3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9674361888(NAD 83)
 DI3301
 DI3301                          SUPERSEDED SURVEY CONTROL
 DI3301
 DI3301.No superseded survey control is available for this station.
 DI3301
 DI3301_MARKER: DD = SURVEY DISK
 DI3301_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3301+WITH SETTING: PAVEMENT
 DI3301_SP_SET: UTILITY MANHOLE FOUNDATION
 DI3301_STAMPING: 6 Y 2 2003
 DI3301_MARK LOGO: NJGS
 DI3301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3301+STABILITY: SURFACE MOTION
 DI3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3301+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DI3301
 DI3301  HISTORY     - Date     Condition        Report By
 DI3301  HISTORY     - 20030812 MONUMENTED       NJGS
 DI3301  HISTORY     - 20080611 GOOD             UE
 DI3301  HISTORY     - 20110706 GOOD             NJGS
 DI3301
 DI3301                          STATION DESCRIPTION
 DI3301
 DI3301'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3301'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTHEAST SIDE
 DI3301'OF STATE ROUTE 47,  ALSO KNOWN AS NORTH 2ND STREET, AT THE TEE
 DI3301'INTERSECTION WITH FOUNDRY STREET, SET  FLUSH IN A DRILL HOLE AT THE
 DI3301'NORTHWEST CORNER OF A RECTANGULAR CONCRETE STATE  HIGHWAY DEPARTMENT
 DI3301'UTILITY MANHOLE ADJACENT TO TWO RECTANGULAR TRAFFIC  SIGNALIZATION
 DI3301'BOXES.
 DI3301'
 DI3301'THE STATION IS 3.6 M (11.8 FT) NORTH FROM THE NORTH CURB LINE OF
 DI3301'FOUNDRY STREET, 3.7 M (12.1  FT) NORTHEAST FROM A FIRE HYDRANT PAINTED
 DI3301'YELLOW, 2.4 M (7.9 FT) WEST FROM WOOD UTILITY  POLE NUMBER 4528MV S15,
 DI3301'3.9 M (12.8 FT) NORTH NORTHWEST FROM A CIRCULAR CONCRETE STATE
 DI3301'HIGHWAY DEPARTMENT UTILITY MANHOLE ADJACENT TO THE NORTH CURB OF
 DI3301'FOUNDRY STREET  AND 2.9 M (9.5 FT) SOUTH SOUTHEAST FROM A WITNESS SIGN
 DI3301'ATTACHED TO A 6 FT (1.8 M) HIGH CHAIN  LINK FENCE SURROUNDING THE
 DI3301'WHEATON GLASS WORKS.
 DI3301
 DI3301                          STATION RECOVERY (2008)
 DI3301
 DI3301'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3301'RECOVERED IN GOOD CONDITION.
 DI3301
 DI3301                          STATION RECOVERY (2011)
 DI3301
 DI3301'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DI3301'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2536 ***********************************************************************
 DO2536  DESIGNATION -  6 Y 3
 DO2536  PID         -  DO2536
 DO2536  STATE/COUNTY-  NJ/CUMBERLAND
 DO2536  COUNTRY     -  US
 DO2536  USGS QUAD   -  MILLVILLE (2019)
 DO2536
 DO2536                         *CURRENT SURVEY CONTROL
 DO2536  ______________________________________________________________________
 DO2536* NAD 83(1986) POSITION- 39 23 46.86   (N) 075 02 54.58   (W)   HD_HELD1
 DO2536* NAVD 88 ORTHO HEIGHT -     6.255 (meters)       20.52  (feet) ADJUSTED
 DO2536  ______________________________________________________________________
 DO2536  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 DO2536  DYNAMIC HEIGHT  -          6.252 (meters)       20.51  (feet) COMP
 DO2536  MODELED GRAVITY -    980,123.7   (mgal)                       NAVD 88
 DO2536
 DO2536  VERT ORDER      -  FIRST     CLASS II
 DO2536
 DO2536.The horizontal coordinates were determined by differentially corrected
 DO2536.hand held GPS observations or other comparable positioning techniques
 DO2536.and have an estimated accuracy of +/- 3 meters.
 DO2536
 DO2536.The orthometric height was determined by differential leveling and
 DO2536.adjusted by the NATIONAL GEODETIC SURVEY
 DO2536.in April 2013.
 DO2536
 DO2536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2536.GEOID18 height accuracy estimate available here.
 DO2536
 DO2536.Click photographs - Photos may exist for this station.
 DO2536
 DO2536.The dynamic height is computed by dividing the NAVD 88
 DO2536.geopotential number by the normal gravity value computed on the
 DO2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2536.degrees latitude (g = 980.6199 gals.).
 DO2536
 DO2536.The modeled gravity was interpolated from observed gravity values.
 DO2536
 DO2536;                    North         East    Units  Estimated Accuracy
 DO2536;SPC NJ       -    62,642.1     102,756.7     MT  (+/- 3 meters HH1 GPS) 
 DO2536
 DO2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9582460762(NAD 83)
 DO2536
 DO2536                          SUPERSEDED SURVEY CONTROL
 DO2536
 DO2536.No superseded survey control is available for this station.
 DO2536
 DO2536_MARKER: DD = SURVEY DISK
 DO2536_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2536_SP_SET: CURB
 DO2536_STAMPING: 6 Y 3 2011
 DO2536_MARK LOGO: NJGS
 DO2536_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2536+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DO2536
 DO2536  HISTORY     - Date     Condition        Report By
 DO2536  HISTORY     - 20110705 MONUMENTED       NJGS
 DO2536
 DO2536                          STATION DESCRIPTION
 DO2536
 DO2536'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2536'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTH SIDE OF
 DO2536'NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET).
 DO2536'
 DO2536'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2536'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 0.6 MI
 DO2536'(1.0 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT, SET IN A
 DO2536'DRILL HOLE IN THE ROUTE 49 CURB.
 DO2536'
 DO2536'THE STATION IS 23 FT (7.0 M) NORTH OF THE CENTERLINE OF ROUTE 49, 52
 DO2536'FT (15.8 M) WEST OF A FIRE HYDRANT, 25.8 FT (7.9 M) WEST OF THE
 DO2536'CENTERLINE OF THE WALKWAY LEADING TO HOUSE NUMBER 400 61.5 FT (18.7 M)
 DO2536'EAST OF POLE NUMBER B30400, 4.0 FT (1.2 M) EAST OF A SIGN (NO PARKING
 DO2536'11 AZIMUTH MARK TO 2 PM SWEEPING PROGRAM) WITH A WITNESS SIGN ATTACHED
 DO2536'AND 72.0 FT (21.9 M) WEST OF THE CENTERLINE OF PIKE AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3268 ***********************************************************************
 DI3268  DESIGNATION -  6 Z 1
 DI3268  PID         -  DI3268
 DI3268  STATE/COUNTY-  NJ/CUMBERLAND
 DI3268  COUNTRY     -  US
 DI3268  USGS QUAD   -  NEWFIELD (2019)
 DI3268
 DI3268                         *CURRENT SURVEY CONTROL
 DI3268  ______________________________________________________________________
 DI3268* NAD 83(1986) POSITION- 39 31 51.     (N) 075 03 54.     (W)   SCALED
 DI3268* NAVD 88 ORTHO HEIGHT -    21.462 (meters)       70.41  (feet) ADJUSTED
 DI3268  ______________________________________________________________________
 DI3268  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 DI3268  DYNAMIC HEIGHT  -         21.451 (meters)       70.38  (feet) COMP
 DI3268  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 DI3268
 DI3268  VERT ORDER      -  FIRST     CLASS II
 DI3268
 DI3268.The horizontal coordinates were scaled from a map and have
 DI3268.an estimated accuracy of +/- 6 seconds.
 DI3268
 DI3268.The orthometric height was determined by differential leveling and
 DI3268.adjusted by the NATIONAL GEODETIC SURVEY
 DI3268.in June 2007.
 DI3268
 DI3268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3268.GEOID18 height accuracy estimate available here.
 DI3268
 DI3268.Click photographs - Photos may exist for this station.
 DI3268
 DI3268.The dynamic height is computed by dividing the NAVD 88
 DI3268.geopotential number by the normal gravity value computed on the
 DI3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3268.degrees latitude (g = 980.6199 gals.).
 DI3268
 DI3268.The modeled gravity was interpolated from observed gravity values.
 DI3268
 DI3268;                    North         East    Units  Estimated Accuracy
 DI3268;SPC NJ       -    77,580.      101,430.      MT  (+/- 180 meters Scaled)
 DI3268
 DI3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ944756(NAD 83)
 DI3268
 DI3268                          SUPERSEDED SURVEY CONTROL
 DI3268
 DI3268.No superseded survey control is available for this station.
 DI3268
 DI3268_MARKER: DD = SURVEY DISK
 DI3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3268_STAMPING: 6 Z 1 2003
 DI3268_MARK LOGO: NJGS
 DI3268_PROJECTION: FLUSH
 DI3268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3268+STABILITY: SURFACE MOTION
 DI3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3268+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 DI3268
 DI3268  HISTORY     - Date     Condition        Report By
 DI3268  HISTORY     - UNK      MONUMENTED       NJDT
 DI3268  HISTORY     - 20030606 GOOD             NJGS
 DI3268
 DI3268                          STATION DESCRIPTION
 DI3268
 DI3268'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3268'THE STATION IS LOCATED IN THE CITY OF VINELAND IN THE CENTER GRASS
 DI3268'MEDIAN OF STATE ROUTE  55 AT MILEPOST 35.68.
 DI3268'
 DI3268'THE STATION IS 17.3 M (56.8 FT) EAST FROM THE EAST EDGE OF THE
 DI3268'SOUTHBOUND LANES, 5.0 M (16.4  FT) WEST FROM THE WEST EDGE OF THE
 DI3268'NORTHBOUND LANES, 103.3 M (338.9 FT) NORTH AND  NORMAL TO ALONG THE
 DI3268'CENTER MEDIAN FROM A GREEN PAINTED TRAFFIC SIGN, VINELAND  INDUSTRIAL
 DI3268'PARK EXIT 35 A, ON THE EAST SIDE OF THE SOUTHBOUND LANES AND 0.3 M
 DI3268'(1.0 FT) EAST  FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3245 ***********************************************************************
 DI3245  DESIGNATION -  6 Z 2
 DI3245  PID         -  DI3245
 DI3245  STATE/COUNTY-  NJ/CUMBERLAND
 DI3245  COUNTRY     -  US
 DI3245  USGS QUAD   -  MILLVILLE (2019)
 DI3245
 DI3245                         *CURRENT SURVEY CONTROL
 DI3245  ______________________________________________________________________
 DI3245* NAD 83(1986) POSITION- 39 25 11.     (N) 075 02 22.     (W)   SCALED
 DI3245* NAVD 88 ORTHO HEIGHT -    15.974 (meters)       52.41  (feet) ADJUSTED
 DI3245  ______________________________________________________________________
 DI3245  GEOID HEIGHT    -        -33.866 (meters)                     GEOID18
 DI3245  DYNAMIC HEIGHT  -         15.966 (meters)       52.38  (feet) COMP
 DI3245  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 DI3245
 DI3245  VERT ORDER      -  FIRST     CLASS II
 DI3245
 DI3245.The horizontal coordinates were scaled from a map and have
 DI3245.an estimated accuracy of +/- 6 seconds.
 DI3245
 DI3245.The orthometric height was determined by differential leveling and
 DI3245.adjusted by the NATIONAL GEODETIC SURVEY
 DI3245.in June 2007.
 DI3245
 DI3245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3245.GEOID18 height accuracy estimate available here.
 DI3245
 DI3245.Click photographs - Photos may exist for this station.
 DI3245
 DI3245.The dynamic height is computed by dividing the NAVD 88
 DI3245.geopotential number by the normal gravity value computed on the
 DI3245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3245.degrees latitude (g = 980.6199 gals.).
 DI3245
 DI3245.The modeled gravity was interpolated from observed gravity values.
 DI3245
 DI3245;                    North         East    Units  Estimated Accuracy
 DI3245;SPC NJ       -    65,230.      103,550.      MT  (+/- 180 meters Scaled)
 DI3245
 DI3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ966633(NAD 83)
 DI3245
 DI3245                          SUPERSEDED SURVEY CONTROL
 DI3245
 DI3245.No superseded survey control is available for this station.
 DI3245
 DI3245_MARKER: DD = SURVEY DISK
 DI3245_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3245+WITH SETTING: PAVEMENT
 DI3245_SP_SET: SIGNAL BOX FOUNDATION
 DI3245_STAMPING: 6 Z 2 2003
 DI3245_MARK LOGO: NJGS
 DI3245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3245+STABILITY: SURFACE MOTION
 DI3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3245+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 DI3245
 DI3245  HISTORY     - Date     Condition        Report By
 DI3245  HISTORY     - 20030818 MONUMENTED       NJGS
 DI3245
 DI3245                          STATION DESCRIPTION
 DI3245
 DI3245'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3245'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE WEST SIDE OF
 DI3245'HIGH STREET, AT THE VEE  JUNCTION WITH NORTH 2ND STREET, ALSO KNOWN AS
 DI3245'STATE ROUTE 47.
 DI3245'
 DI3245'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 47 AND STATE
 DI3245'ROUTE 55 AT  INTERCHANGE 27, GO SOUTH ON STATE ROUTE 47 FOR 0.60 MI
 DI3245'(0.97 KM) TO THE VEE JUNCTION WITH  HIGH STREET AND THE STATION ON THE
 DI3245'LEFT, SET FLUSH IN A DRILL HOLE AT THE NORTHEAST  CORNER OF THE
 DI3245'CONCRETE FOUNDATION OF A RECTANGULAR TRAFFIC SIGNALIZATION BOX FOR
 DI3245'TRAFFIC SIGNAL NUMBER 0602108.
 DI3245'
 DI3245'THE STATION IS 4.6 M (15.1 FT) SOUTH FROM WOOD UTILITY POLE NUMBER
 DI3245'2035 MV, 5.3 M (17.4 FT)  WEST FROM THE CENTERLINE OF HIGH STREET,
 DI3245'21.9 M (71.9 FT) SOUTHWEST FROM THE NORTH  CONCRETE NOSE OF THE
 DI3245'TRAFFIC ISLAND AT THE JUNCTION OF HIGH STREET WITH STATE ROUTE 47  AND
 DI3245'19.6 M (64.3 FT) NORTHWEST FROM THE SOUTH CONCRETE NOSE OF THE TRAFFIC
 DI3245'ISLAND AT THE  JUNCTION OF HIGH STREET WITH STATE ROUTE 47.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2538 ***********************************************************************
 DO2538  DESIGNATION -  6 Z 3
 DO2538  PID         -  DO2538
 DO2538  STATE/COUNTY-  NJ/CUMBERLAND
 DO2538  COUNTRY     -  US
 DO2538  USGS QUAD   -  MILLVILLE (2019)
 DO2538
 DO2538                         *CURRENT SURVEY CONTROL
 DO2538  ______________________________________________________________________
 DO2538* NAD 83(1986) POSITION- 39 25 31.30   (N) 075 02 24.16   (W)   HD_HELD1
 DO2538* NAVD 88 ORTHO HEIGHT -    20.954 (meters)       68.75  (feet) ADJUSTED
 DO2538  ______________________________________________________________________
 DO2538  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 DO2538  DYNAMIC HEIGHT  -         20.943 (meters)       68.71  (feet) COMP
 DO2538  MODELED GRAVITY -    980,121.2   (mgal)                       NAVD 88
 DO2538
 DO2538  VERT ORDER      -  FIRST     CLASS II
 DO2538
 DO2538.The horizontal coordinates were determined by differentially corrected
 DO2538.hand held GPS observations or other comparable positioning techniques
 DO2538.and have an estimated accuracy of +/- 3 meters.
 DO2538
 DO2538.The orthometric height was determined by differential leveling and
 DO2538.adjusted by the NATIONAL GEODETIC SURVEY
 DO2538.in April 2013.
 DO2538
 DO2538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2538.GEOID18 height accuracy estimate available here.
 DO2538
 DO2538.Click photographs - Photos may exist for this station.
 DO2538
 DO2538.The dynamic height is computed by dividing the NAVD 88
 DO2538.geopotential number by the normal gravity value computed on the
 DO2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2538.degrees latitude (g = 980.6199 gals.).
 DO2538
 DO2538.The modeled gravity was interpolated from observed gravity values.
 DO2538
 DO2538;                    North         East    Units  Estimated Accuracy
 DO2538;SPC NJ       -    65,858.3     103,503.8     MT  (+/- 3 meters HH1 GPS) 
 DO2538
 DO2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9655363981(NAD 83)
 DO2538
 DO2538                          SUPERSEDED SURVEY CONTROL
 DO2538
 DO2538.No superseded survey control is available for this station.
 DO2538
 DO2538_MARKER: DD = SURVEY DISK
 DO2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2538_STAMPING: 6 Z 3 2011
 DO2538_MARK LOGO: NJDT
 DO2538_PROJECTION: FLUSH
 DO2538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2538+STABILITY: SURFACE MOTION
 DO2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2538+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 DO2538
 DO2538  HISTORY     - Date     Condition        Report By
 DO2538  HISTORY     - UNK      MONUMENTED       NJDT
 DO2538  HISTORY     - 20110712 GOOD             NJGS
 DO2538
 DO2538                          STATION DESCRIPTION
 DO2538
 DO2538'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2538'THE STATION IS LOCATED IN THE CITY OF MILLVILLE, ON THE WEST SIDE OF
 DO2538'NEW JERSEY STATE ROUTE 47 (NORTH SECOND STREET), IN FRONT OF A
 DO2538'RESTAURANT (LONGHORN STEAKHOUSE).
 DO2538'
 DO2538'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 47 AND THE NEW JERSEY
 DO2538'ROUTE 55 BRIDGE SPANNING ROUTE 47 GO 0.2 MI (0.3 KM) SOUTH ON ROUTE 47
 DO2538'TO THE STATION ON THE RIGHT.
 DO2538'
 DO2538'THE STATION IS 10 FT (3.0 M) WEST OF THE WEST CURB FOR THE SOUTH BOUND
 DO2538'LANES OF ROUTE 47, 10 FT (14.3 M) NORTHWEST OF POLE NUMBER 2048, 3.5
 DO2538'FT (1.1 M) NORTH OF THE EAST LEG OF A TRAFFIC SIGN (BLUEBIRD LANE,
 DO2538'NEXT RIGHT) WITH A WITNESS SIGN ATTACHED, 94.3 FT (28.7 M) SOUTH OF A
 DO2538'BRICK WALL ADVERTISING THE LONGHORN STEAKHOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0110 ***********************************************************************
 KV0110  DESIGNATION -  60.576 DLWRR
 KV0110  PID         -  KV0110
 KV0110  STATE/COUNTY-  NJ/ESSEX
 KV0110  COUNTRY     -  US
 KV0110  USGS QUAD   -  ELIZABETH (2016)
 KV0110
 KV0110                         *CURRENT SURVEY CONTROL
 KV0110  ______________________________________________________________________
 KV0110* NAD 83(1986) POSITION- 40 44 51.     (N) 074 10 20.     (W)   SCALED
 KV0110* NAVD 88 ORTHO HEIGHT -    18.213 (meters)       59.75  (feet) ADJUSTED
 KV0110  ______________________________________________________________________
 KV0110  GEOID HEIGHT    -        -32.315 (meters)                     GEOID18
 KV0110  DYNAMIC HEIGHT  -         18.205 (meters)       59.73  (feet) COMP
 KV0110  MODELED GRAVITY -    980,219.7   (mgal)                       NAVD 88
 KV0110
 KV0110  VERT ORDER      -  FIRST     CLASS II
 KV0110
 KV0110.The horizontal coordinates were scaled from a map and have
 KV0110.an estimated accuracy of +/- 6 seconds.
 KV0110
 KV0110.The orthometric height was determined by differential leveling and
 KV0110.adjusted by the NATIONAL GEODETIC SURVEY
 KV0110.in June 1991.
 KV0110
 KV0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0110.GEOID18 height accuracy estimate available here.
 KV0110
 KV0110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698110(NAD 83)
 KV0110
 KV0110                          SUPERSEDED SURVEY CONTROL
 KV0110
 KV0110  NGVD 29 (11/26/84)   18.547  (m)           60.85   (f) ADJUSTED    1 2
 KV0110
 KV0110.Superseded values are not recommended for survey control.
 KV0110
 KV0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0110.See file dsdata.pdf to determine how the superseded data were derived.
 KV0110
 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 = JULY 24, 2026 22:12:30 EDT
 AA7208 ***********************************************************************
 AA7208  DESIGNATION -  6004
 AA7208  PID         -  AA7208
 AA7208  STATE/COUNTY-  NJ/CUMBERLAND
 AA7208  COUNTRY     -  US
 AA7208  USGS QUAD   -  PORT NORRIS (2019)
 AA7208
 AA7208                         *CURRENT SURVEY CONTROL
 AA7208  ______________________________________________________________________
 AA7208* NAD 83(2011) POSITION- 39 14 48.28761(N) 075 02 46.72598(W)   ADJUSTED
 AA7208* NAD 83(2011) ELLIP HT-   -32.121 (meters)        (06/27/12)   ADJUSTED
 AA7208* NAD 83(2011) EPOCH   -  2010.00
 AA7208* NAVD 88 ORTHO HEIGHT -     2.306 (meters)        7.57  (feet) ADJUSTED
 AA7208  ______________________________________________________________________
 AA7208  GEOID HEIGHT    -        -34.422 (meters)                     GEOID18
 AA7208  NAD 83(2011) X  -  1,276,261.426 (meters)                     COMP
 AA7208  NAD 83(2011) Y  - -4,778,519.249 (meters)                     COMP
 AA7208  NAD 83(2011) Z  -  4,013,548.083 (meters)                     COMP
 AA7208  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AA7208  DYNAMIC HEIGHT  -          2.305 (meters)        7.56  (feet) COMP
 AA7208  MODELED GRAVITY -    980,097.2   (mgal)                       NAVD 88
 AA7208
 AA7208  VERT ORDER      -  FIRST     CLASS II
 AA7208
 AA7208  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7208  Standards:
 AA7208         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7208            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7208  -------------------------------------------------------------------
 AA7208  NETWORK    1.13   1.59           0.51   0.39   0.81     -0.24864421
 AA7208  -------------------------------------------------------------------
 AA7208  Click here for local accuracies and other accuracy information.
 AA7208
 AA7208.The horizontal coordinates were established by GPS observations
 AA7208.and adjusted by the National Geodetic Survey in June 2012.
 AA7208
 AA7208.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7208.been affixed to the stable North American tectonic plate. See 
 AA7208.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7208
 AA7208.The horizontal coordinates are valid at the epoch date displayed above
 AA7208.which is a decimal equivalence of Year/Month/Day.
 AA7208
 AA7208.The orthometric height was determined by differential leveling and
 AA7208.adjusted by the NATIONAL GEODETIC SURVEY
 AA7208.in March 2001.
 AA7208
 AA7208.No vertical observational check was made to the station.
 AA7208
 AA7208.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7208.GEOID18 height accuracy estimate available here.
 AA7208
 AA7208.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AA7208
 AA7208.The ellipsoidal height was determined by GPS observations
 AA7208.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7208
 AA7208;                    North         East     Units Scale Factor Converg.
 AA7208;SPC NJ       -    46,033.228   102,844.272   MT  0.99992737   -0 20 44.3
 AA7208;SPC NJ       -   151,027.35    337,414.92   sFT  0.99992737   -0 20 44.3
 AA7208;UTM  18      - 4,344,159.917   496,003.662   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9600344159(NAD 83)
 AA7208
 AA7208                          SUPERSEDED SURVEY CONTROL
 AA7208
 AA7208  NAD 83(2007)-  39 14 48.28807(N)    075 02 46.72666(W) AD(2002.00) 0
 AA7208  ELLIP H (02/10/07)  -32.109  (m)                       GP(2002.00)    
 AA7208  ELLIP H (10/23/02)  -32.111  (m)                       GP(       ) 4 1
 AA7208  NAD 83(1996)-  39 14 48.28788(N)    075 02 46.72678(W) AD(       ) 1
 AA7208  ELLIP H (05/14/99)  -32.123  (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)  -32.174  (m)                       GP(       ) 3 1
 AA7208  NAVD 88 (08/04/95)    2.3    (m)  GEOID93  model used  GPS OBS        
 AA7208
 AA7208.Superseded values are not recommended for survey control.
 AA7208
 AA7208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7208.See file dsdata.pdf to determine how the superseded data were derived.
 AA7208
 AA7208_MARKER: DD = SURVEY DISK
 AA7208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7208_STAMPING: 6004
 AA7208_MARK LOGO: CGS+SS
 AA7208_PROJECTION: FLUSH
 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 - May 01, 2020
 AA7208
 AA7208  HISTORY     - Date     Condition        Report By
 AA7208  HISTORY     - 1948     MONUMENTED       NJGS
 AA7208  HISTORY     - 19940831 GOOD             NJGS
 AA7208  HISTORY     - 19980218 GOOD             NJGS
 AA7208  HISTORY     - 20200501 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.
 AA7208
 AA7208                          STATION RECOVERY (2020)
 AA7208
 AA7208'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AA7208'THE STATION IS 16.7 FT (5.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AA7208'COUNTY ROAD 553, 27 FT (8.2 M) EAST-SOUTHEAST OF POLE NUMBER 5738,
 AA7208'0.25 FT (8 CM) NORTH OF EDGE OF PAVEMENT, 44 FT (13.4 M) NORTHEAST OF
 AA7208'B22462 AND 179 FT (54.6 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AA7208'STRAWBERRY AVENUE.  IT IS ABOUT 0.25 FT (8 CM) BELOW LEVEL OF ROAD.
 AA7208'NOTE THAT NEARBY HOUSE IS ABANDONED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9731 ***********************************************************************
 AI9731  DESIGNATION -  6005
 AI9731  PID         -  AI9731
 AI9731  STATE/COUNTY-  NJ/CUMBERLAND
 AI9731  COUNTRY     -  US
 AI9731  USGS QUAD   -  PORT NORRIS (2019)
 AI9731
 AI9731                         *CURRENT SURVEY CONTROL
 AI9731  ______________________________________________________________________
 AI9731* NAD 83(1986) POSITION- 39 14 48.     (N) 075 02 33.     (W)   SCALED
 AI9731* NAVD 88 ORTHO HEIGHT -     2.462 (meters)        8.08  (feet) ADJUSTED
 AI9731  ______________________________________________________________________
 AI9731  GEOID HEIGHT    -        -34.424 (meters)                     GEOID18
 AI9731  DYNAMIC HEIGHT  -          2.460 (meters)        8.07  (feet) COMP
 AI9731  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 AI9731
 AI9731  VERT ORDER      -  FIRST     CLASS II
 AI9731
 AI9731.The horizontal coordinates were scaled from a map and have
 AI9731.an estimated accuracy of +/- 6 seconds.
 AI9731
 AI9731.The orthometric height was determined by differential leveling and
 AI9731.adjusted by the NATIONAL GEODETIC SURVEY
 AI9731.in March 2001.
 AI9731
 AI9731.No vertical observational check was made to the station.
 AI9731
 AI9731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9731.GEOID18 height accuracy estimate available here.
 AI9731
 AI9731.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ963441(NAD 83)
 AI9731
 AI9731                          SUPERSEDED SURVEY CONTROL
 AI9731
 AI9731.No superseded survey control is available for this station.
 AI9731
 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 = JULY 24, 2026 22:12:30 EDT
 AA7209 ***********************************************************************
 AA7209  DESIGNATION -  6006
 AA7209  PID         -  AA7209
 AA7209  STATE/COUNTY-  NJ/CUMBERLAND
 AA7209  COUNTRY     -  US
 AA7209  USGS QUAD   -  PORT NORRIS (2019)
 AA7209
 AA7209                         *CURRENT SURVEY CONTROL
 AA7209  ______________________________________________________________________
 AA7209* NAD 83(2011) POSITION- 39 14 41.98923(N) 075 01 42.69674(W)   ADJUSTED
 AA7209* NAD 83(2011) ELLIP HT-   -31.212 (meters)        (06/27/12)   ADJUSTED
 AA7209* NAD 83(2011) EPOCH   -  2010.00
 AA7209* NAVD 88 ORTHO HEIGHT -     3.226 (meters)       10.58  (feet) ADJUSTED
 AA7209  ______________________________________________________________________
 AA7209  GEOID HEIGHT    -        -34.437 (meters)                     GEOID18
 AA7209  NAD 83(2011) X  -  1,277,776.651 (meters)                     COMP
 AA7209  NAD 83(2011) Y  - -4,778,242.230 (meters)                     COMP
 AA7209  NAD 83(2011) Z  -  4,013,398.235 (meters)                     COMP
 AA7209  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 AA7209  DYNAMIC HEIGHT  -          3.224 (meters)       10.58  (feet) COMP
 AA7209  MODELED GRAVITY -    980,096.5   (mgal)                       NAVD 88
 AA7209
 AA7209  VERT ORDER      -  FIRST     CLASS II
 AA7209
 AA7209  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7209  Standards:
 AA7209         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7209            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7209  -------------------------------------------------------------------
 AA7209  NETWORK    1.54   2.21           0.69   0.54   1.13     -0.27321141
 AA7209  -------------------------------------------------------------------
 AA7209  Click here for local accuracies and other accuracy information.
 AA7209
 AA7209.The horizontal coordinates were established by GPS observations
 AA7209.and adjusted by the National Geodetic Survey in June 2012.
 AA7209
 AA7209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7209.been affixed to the stable North American tectonic plate. See 
 AA7209.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7209
 AA7209.The horizontal coordinates are valid at the epoch date displayed above
 AA7209.which is a decimal equivalence of Year/Month/Day.
 AA7209
 AA7209.The orthometric height was determined by differential leveling and
 AA7209.adjusted by the NATIONAL GEODETIC SURVEY
 AA7209.in March 2001.
 AA7209
 AA7209.No vertical observational check was made to the station.
 AA7209
 AA7209.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7209.GEOID18 height accuracy estimate available here.
 AA7209
 AA7209.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AA7209
 AA7209.The ellipsoidal height was determined by GPS observations
 AA7209.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7209
 AA7209;                    North         East     Units Scale Factor Converg.
 AA7209;SPC NJ       -    45,829.900   104,378.362   MT  0.99992562   -0 20 03.7
 AA7209;SPC NJ       -   150,360.26    342,448.01   sFT  0.99992562   -0 20 03.7
 AA7209;UTM  18      - 4,343,965.125   497,538.349   MT  0.99960007   -0 01 05.0
 AA7209
 AA7209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7209!SPC NJ       -   1.00000490  x   0.99992562  =   0.99993052
 AA7209!UTM  18      -   1.00000490  x   0.99960007  =   0.99960496
 AA7209
 AA7209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9753843965(NAD 83)
 AA7209
 AA7209                          SUPERSEDED SURVEY CONTROL
 AA7209
 AA7209  NAD 83(2007)-  39 14 41.98969(N)    075 01 42.69742(W) AD(2002.00) 0
 AA7209  ELLIP H (02/10/07)  -31.200  (m)                       GP(2002.00)    
 AA7209  ELLIP H (10/23/02)  -31.201  (m)                       GP(       ) 4 1
 AA7209  NAD 83(1996)-  39 14 41.98950(N)    075 01 42.69754(W) AD(       ) 1
 AA7209  ELLIP H (05/14/99)  -31.213  (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)  -31.264  (m)                       GP(       ) 3 1
 AA7209  NAVD 88 (08/04/95)    3.2    (m)  GEOID93  model used  GPS OBS        
 AA7209
 AA7209.Superseded values are not recommended for survey control.
 AA7209
 AA7209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7209.See file dsdata.pdf to determine how the superseded data were derived.
 AA7209
 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 = JULY 24, 2026 22:12:30 EDT
 AI9727 ***********************************************************************
 AI9727  DESIGNATION -  6011
 AI9727  PID         -  AI9727
 AI9727  STATE/COUNTY-  NJ/CUMBERLAND
 AI9727  COUNTRY     -  US
 AI9727  USGS QUAD   -  DIVIDING CREEK (2019)
 AI9727
 AI9727                         *CURRENT SURVEY CONTROL
 AI9727  ______________________________________________________________________
 AI9727* NAD 83(1986) POSITION- 39 17 22.     (N) 075 01 12.     (W)   SCALED
 AI9727* NAVD 88 ORTHO HEIGHT -    11.261 (meters)       36.95  (feet) ADJUSTED
 AI9727  ______________________________________________________________________
 AI9727  GEOID HEIGHT    -        -34.263 (meters)                     GEOID18
 AI9727  DYNAMIC HEIGHT  -         11.255 (meters)       36.93  (feet) COMP
 AI9727  MODELED GRAVITY -    980,105.7   (mgal)                       NAVD 88
 AI9727
 AI9727  VERT ORDER      -  FIRST     CLASS II
 AI9727
 AI9727.The horizontal coordinates were scaled from a map and have
 AI9727.an estimated accuracy of +/- 6 seconds.
 AI9727
 AI9727.The orthometric height was determined by differential leveling and
 AI9727.adjusted by the NATIONAL GEODETIC SURVEY
 AI9727.in March 2001.
 AI9727
 AI9727.No vertical observational check was made to the station.
 AI9727
 AI9727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9727.GEOID18 height accuracy estimate available here.
 AI9727
 AI9727.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ982488(NAD 83)
 AI9727
 AI9727                          SUPERSEDED SURVEY CONTROL
 AI9727
 AI9727.No superseded survey control is available for this station.
 AI9727
 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 = JULY 24, 2026 22:12:30 EDT
 DO2503 ***********************************************************************
 DO2503  DESIGNATION -  6011
 DO2503  PID         -  DO2503
 DO2503  STATE/COUNTY-  NJ/CUMBERLAND
 DO2503  COUNTRY     -  US
 DO2503  USGS QUAD   -  BRIDGETON (2019)
 DO2503
 DO2503                         *CURRENT SURVEY CONTROL
 DO2503  ______________________________________________________________________
 DO2503* NAD 83(1986) POSITION- 39 25 49.21   (N) 075 14 26.70   (W)   HD_HELD1
 DO2503* NAVD 88 ORTHO HEIGHT -    16.303 (meters)       53.49  (feet) ADJUSTED
 DO2503  ______________________________________________________________________
 DO2503  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 DO2503  DYNAMIC HEIGHT  -         16.295 (meters)       53.46  (feet) COMP
 DO2503  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DO2503
 DO2503  VERT ORDER      -  FIRST     CLASS II
 DO2503
 DO2503.The horizontal coordinates were determined by differentially corrected
 DO2503.hand held GPS observations or other comparable positioning techniques
 DO2503.and have an estimated accuracy of +/- 3 meters.
 DO2503
 DO2503.The orthometric height was determined by differential leveling and
 DO2503.adjusted by the NATIONAL GEODETIC SURVEY
 DO2503.in April 2013.
 DO2503
 DO2503.No vertical observational check was made to the station.
 DO2503
 DO2503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2503.GEOID18 height accuracy estimate available here.
 DO2503
 DO2503.Click photographs - Photos may exist for this station.
 DO2503
 DO2503.The dynamic height is computed by dividing the NAVD 88
 DO2503.geopotential number by the normal gravity value computed on the
 DO2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2503.degrees latitude (g = 980.6199 gals.).
 DO2503
 DO2503.The modeled gravity was interpolated from observed gravity values.
 DO2503
 DO2503;                    North         East    Units  Estimated Accuracy
 DO2503;SPC NJ       -    66,533.3      86,228.0     MT  (+/- 3 meters HH1 GPS) 
 DO2503
 DO2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7927964560(NAD 83)
 DO2503
 DO2503                          SUPERSEDED SURVEY CONTROL
 DO2503
 DO2503.No superseded survey control is available for this station.
 DO2503
 DO2503_MARKER: X = CHISELED CROSS
 DO2503_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2503_SP_SET: STEP
 DO2503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2503+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2503
 DO2503  HISTORY     - Date     Condition        Report By
 DO2503  HISTORY     - 1939     MONUMENTED       NJDCED
 DO2503  HISTORY     - 20110531 GOOD             NJGS
 DO2503
 DO2503                          STATION DESCRIPTION
 DO2503
 DO2503'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO2503'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, A CHISELED CROSS CUT
 DO2503'IN THE TOP STEP AT THE WEST CORNER OF THE MAIN ENTRANCE FOR THE FIRST
 DO2503'PRESBYTERIAN CHURCH OF BRIDGETON ON THE NORTH SIDE OF WEST COMMERCE
 DO2503'STREET AT THE NORTHEAST JUNCTION WITH GILES STREET.
 DO2503'
 DO2503'TO REACH THE STATION FROM THE JUNCTION OF EAST COMMERCE STREET (COUNTY
 DO2503'ROAD 670) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2503'0.4 MI (0.6 KM) WEST ON EAST COMMERCE STREET, CROSSING THE COHANSEY
 DO2503'CREEK BRIDGE, TO THE JUNCTION WITH GILES STREET AND THE STATION ON THE
 DO2503'RIGHT.
 DO2503'
 DO2503'THE STATION IS 1.72 M (5.6 FT) WEST OF THE CENTER OF THE DOUBLE DOORS
 DO2503'FOR THE CHURCH ENTRANCE, 12.06 M (39.6 FT) NORTHEAST OF THE NORTH CURB
 DO2503'OF WEST COMMERCE STREET, 11.44 M (37.5 FT) NORTHWEST OF A FLAG POLE IN
 DO2503'FRONT OF THE CHURCH, 14.36 M (47.1 FT) NORTHEAST OF THE EAST CURB OF
 DO2503'GILES AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9726 ***********************************************************************
 AI9726  DESIGNATION -  6013
 AI9726  PID         -  AI9726
 AI9726  STATE/COUNTY-  NJ/CUMBERLAND
 AI9726  COUNTRY     -  US
 AI9726  USGS QUAD   -  DIVIDING CREEK (2019)
 AI9726
 AI9726                         *CURRENT SURVEY CONTROL
 AI9726  ______________________________________________________________________
 AI9726* NAD 83(1986) POSITION- 39 17 15.     (N) 075 00 22.     (W)   SCALED
 AI9726* NAVD 88 ORTHO HEIGHT -     7.267 (meters)       23.84  (feet) ADJUSTED
 AI9726  ______________________________________________________________________
 AI9726  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 AI9726  DYNAMIC HEIGHT  -          7.263 (meters)       23.83  (feet) COMP
 AI9726  MODELED GRAVITY -    980,104.9   (mgal)                       NAVD 88
 AI9726
 AI9726  VERT ORDER      -  FIRST     CLASS II
 AI9726
 AI9726.The horizontal coordinates were scaled from a map and have
 AI9726.an estimated accuracy of +/- 6 seconds.
 AI9726
 AI9726.The orthometric height was determined by differential leveling and
 AI9726.adjusted by the NATIONAL GEODETIC SURVEY
 AI9726.in March 2001.
 AI9726
 AI9726.No vertical observational check was made to the station.
 AI9726
 AI9726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9726.GEOID18 height accuracy estimate available here.
 AI9726
 AI9726.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ994486(NAD 83)
 AI9726
 AI9726                          SUPERSEDED SURVEY CONTROL
 AI9726
 AI9726.No superseded survey control is available for this station.
 AI9726
 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 = JULY 24, 2026 22:12:30 EDT
 AI9736 ***********************************************************************
 AI9736  DESIGNATION -  6014
 AI9736  PID         -  AI9736
 AI9736  STATE/COUNTY-  NJ/CUMBERLAND
 AI9736  COUNTRY     -  US
 AI9736  USGS QUAD   -  DIVIDING CREEK (2019)
 AI9736
 AI9736                         *CURRENT SURVEY CONTROL
 AI9736  ______________________________________________________________________
 AI9736* NAD 83(1986) POSITION- 39 17 11.     (N) 075 00 01.     (W)   SCALED
 AI9736* NAVD 88 ORTHO HEIGHT -     5.023 (meters)       16.48  (feet) ADJUSTED
 AI9736  ______________________________________________________________________
 AI9736  GEOID HEIGHT    -        -34.288 (meters)                     GEOID18
 AI9736  DYNAMIC HEIGHT  -          5.020 (meters)       16.47  (feet) COMP
 AI9736  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 AI9736
 AI9736  VERT ORDER      -  FIRST     CLASS II
 AI9736
 AI9736.The horizontal coordinates were scaled from a map and have
 AI9736.an estimated accuracy of +/- 6 seconds.
 AI9736
 AI9736.The orthometric height was determined by differential leveling and
 AI9736.adjusted by the NATIONAL GEODETIC SURVEY
 AI9736.in March 2001.
 AI9736
 AI9736.No vertical observational check was made to the station.
 AI9736
 AI9736.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9736.GEOID18 height accuracy estimate available here.
 AI9736
 AI9736.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ999485(NAD 83)
 AI9736
 AI9736                          SUPERSEDED SURVEY CONTROL
 AI9736
 AI9736.No superseded survey control is available for this station.
 AI9736
 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 = JULY 24, 2026 22:12:30 EDT
 AI9725 ***********************************************************************
 AI9725  DESIGNATION -  6015
 AI9725  PID         -  AI9725
 AI9725  STATE/COUNTY-  NJ/CUMBERLAND
 AI9725  COUNTRY     -  US
 AI9725  USGS QUAD   -  PORT ELIZABETH (2019)
 AI9725
 AI9725                         *CURRENT SURVEY CONTROL
 AI9725  ______________________________________________________________________
 AI9725* NAD 83(1986) POSITION- 39 17 09.     (N) 074 59 42.     (W)   SCALED
 AI9725* NAVD 88 ORTHO HEIGHT -     5.173 (meters)       16.97  (feet) ADJUSTED
 AI9725  ______________________________________________________________________
 AI9725  GEOID HEIGHT    -        -34.294 (meters)                     GEOID18
 AI9725  DYNAMIC HEIGHT  -          5.170 (meters)       16.96  (feet) COMP
 AI9725  MODELED GRAVITY -    980,104.4   (mgal)                       NAVD 88
 AI9725
 AI9725  VERT ORDER      -  FIRST     CLASS II
 AI9725
 AI9725.The horizontal coordinates were scaled from a map and have
 AI9725.an estimated accuracy of +/- 6 seconds.
 AI9725
 AI9725.The orthometric height was determined by differential leveling and
 AI9725.adjusted by the NATIONAL GEODETIC SURVEY
 AI9725.in March 2001.
 AI9725
 AI9725.No vertical observational check was made to the station.
 AI9725
 AI9725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9725.GEOID18 height accuracy estimate available here.
 AI9725
 AI9725.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ004484(NAD 83)
 AI9725
 AI9725                          SUPERSEDED SURVEY CONTROL
 AI9725
 AI9725.No superseded survey control is available for this station.
 AI9725
 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 = JULY 24, 2026 22:12:30 EDT
 AA7210 ***********************************************************************
 AA7210  DESIGNATION -  6068
 AA7210  PID         -  AA7210
 AA7210  STATE/COUNTY-  NJ/CUMBERLAND
 AA7210  COUNTRY     -  US
 AA7210  USGS QUAD   -  BEN DAVIS POINT (2019)
 AA7210
 AA7210                         *CURRENT SURVEY CONTROL
 AA7210  ______________________________________________________________________
 AA7210* NAD 83(2011) POSITION- 39 20 53.17941(N) 075 18 07.20599(W)   ADJUSTED
 AA7210* NAD 83(2011) ELLIP HT-   -31.117 (meters)        (06/27/12)   ADJUSTED
 AA7210* NAD 83(2011) EPOCH   -  2010.00
 AA7210* NAVD 88 ORTHO HEIGHT -     2.8   (meters)        9.    (feet) GPS OBS
 AA7210  ______________________________________________________________________
 AA7210  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7210  GEOID HEIGHT    -         -34.27 (meters)                     GEOID93
 AA7210  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 AA7210  NAD 83(2011) X  -  1,253,116.013 (meters)                     COMP
 AA7210  NAD 83(2011) Y  - -4,777,274.088 (meters)                     COMP
 AA7210  NAD 83(2011) Z  -  4,022,256.999 (meters)                     COMP
 AA7210  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 AA7210
 AA7210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7210  Standards:
 AA7210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7210  -------------------------------------------------------------------
 AA7210  NETWORK    0.78   1.08           0.36   0.26   0.55      0.23074826
 AA7210  -------------------------------------------------------------------
 AA7210  Click here for local accuracies and other accuracy information.
 AA7210
 AA7210.The horizontal coordinates were established by GPS observations
 AA7210.and adjusted by the National Geodetic Survey in June 2012.
 AA7210
 AA7210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7210.been affixed to the stable North American tectonic plate. See 
 AA7210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7210
 AA7210.The horizontal coordinates are valid at the epoch date displayed above
 AA7210.which is a decimal equivalence of Year/Month/Day.
 AA7210
 AA7210.The orthometric height was determined by GPS observations and a
 AA7210.high-resolution geoid model.
 AA7210
 AA7210.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7210.GEOID18 height accuracy estimate available here.
 AA7210
 AA7210.Click photographs - Photos may exist for this station.
 AA7210
 AA7210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7210
 AA7210.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7210
 AA7210.The ellipsoidal height was determined by GPS observations
 AA7210.and is referenced to NAD 83.
 AA7210
 AA7210. The following values were computed from the NAD 83(2011) position.
 AA7210
 AA7210;                    North         East     Units Scale Factor Converg.
 AA7210;SPC NJ       -    57,449.600    80,873.653   MT  0.99995882   -0 30 30.6
 AA7210;SPC NJ       -   188,482.56    265,332.98   sFT  0.99995882   -0 30 30.6
 AA7210;UTM  18      - 4,355,450.852   473,977.745   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7397755450(NAD 83)
 AA7210
 AA7210                          SUPERSEDED SURVEY CONTROL
 AA7210
 AA7210  NAD 83(2007)-  39 20 53.17975(N)    075 18 07.20667(W) AD(2002.00) 0
 AA7210  ELLIP H (02/10/07)  -31.103  (m)                       GP(2002.00)    
 AA7210  ELLIP H (10/23/02)  -31.106  (m)                       GP(       ) 4 1
 AA7210  NAD 83(1996)-  39 20 53.17980(N)    075 18 07.20688(W) AD(       ) 1
 AA7210  ELLIP H (05/14/99)  -31.109  (m)                       GP(       ) 4 1
 AA7210  NAD 83(1992)-  39 20 53.17936(N)    075 18 07.20657(W) AD(       ) 1
 AA7210  ELLIP H (08/04/95)  -31.169  (m)                       GP(       ) 3 1
 AA7210
 AA7210.Superseded values are not recommended for survey control.
 AA7210
 AA7210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7210.See file dsdata.pdf to determine how the superseded data were derived.
 AA7210
 AA7210_MARKER: DB = BENCH MARK DISK
 AA7210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7210_STAMPING: 6068
 AA7210_MARK LOGO: CGS+SS
 AA7210_PROJECTION: FLUSH
 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 05, 2019
 AA7210
 AA7210  HISTORY     - Date     Condition        Report By
 AA7210  HISTORY     - 1939     MONUMENTED       NJGS
 AA7210  HISTORY     - 19940831 GOOD             NJGS
 AA7210  HISTORY     - 20190805 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.
 AA7210
 AA7210                          STATION RECOVERY (2019)
 AA7210
 AA7210'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AA7210'NOTE, THE TWO AND ONE HALF STORY HOUSE IS NUMBER 397 AND THE ONE STORY
 AA7210'FRAME HOUSE IS NUMBER 401.
 AA7210'
 AA7210'THE STATION IS 1 M (3.3 FT) WEST OF A GREEN ACRES DISK STAMPED # 65 38
 AA7210'32.1 WITH DATE 7/14.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8554 ***********************************************************************
 AA8554  DESIGNATION -  6077
 AA8554  PID         -  AA8554
 AA8554  STATE/COUNTY-  NJ/CUMBERLAND
 AA8554  COUNTRY     -  US
 AA8554  USGS QUAD   -  CEDARVILLE (2019)
 AA8554
 AA8554                         *CURRENT SURVEY CONTROL
 AA8554  ______________________________________________________________________
 AA8554* NAD 83(1986) POSITION- 39 17 48.     (N) 075 10 37.     (W)   SCALED
 AA8554* NAVD 88 ORTHO HEIGHT -     2.364 (meters)        7.76  (feet) ADJUSTED
 AA8554  ______________________________________________________________________
 AA8554  GEOID HEIGHT    -        -34.161 (meters)                     GEOID18
 AA8554  DYNAMIC HEIGHT  -          2.363 (meters)        7.75  (feet) COMP
 AA8554  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 AA8554
 AA8554  VERT ORDER      -  SECOND    CLASS I
 AA8554
 AA8554.The horizontal coordinates were scaled from a map and have
 AA8554.an estimated accuracy of +/- 6 seconds.
 AA8554
 AA8554.The orthometric height was determined by differential leveling and
 AA8554.adjusted by the NATIONAL GEODETIC SURVEY
 AA8554.in October 1996.
 AA8554
 AA8554.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8554.GEOID18 height accuracy estimate available here.
 AA8554
 AA8554.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ847497(NAD 83)
 AA8554
 AA8554                          SUPERSEDED SURVEY CONTROL
 AA8554
 AA8554.No superseded survey control is available for this station.
 AA8554
 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 = JULY 24, 2026 22:12:30 EDT
 AA7211 ***********************************************************************
 AA7211  DESIGNATION -  6078
 AA7211  PID         -  AA7211
 AA7211  STATE/COUNTY-  NJ/CUMBERLAND
 AA7211  COUNTRY     -  US
 AA7211  USGS QUAD   -  CEDARVILLE (2019)
 AA7211
 AA7211                         *CURRENT SURVEY CONTROL
 AA7211  ______________________________________________________________________
 AA7211* NAD 83(2011) POSITION- 39 17 45.31227(N) 075 10 19.93126(W)   ADJUSTED
 AA7211* NAD 83(2011) ELLIP HT-   -31.188 (meters)        (06/27/12)   ADJUSTED
 AA7211* NAD 83(2011) EPOCH   -  2010.00
 AA7211* NAVD 88 ORTHO HEIGHT -     2.972 (meters)        9.75  (feet) ADJUSTED
 AA7211  ______________________________________________________________________
 AA7211  GEOID HEIGHT    -        -34.165 (meters)                     GEOID18
 AA7211  NAD 83(2011) X  -  1,264,874.813 (meters)                     COMP
 AA7211  NAD 83(2011) Y  - -4,777,972.020 (meters)                     COMP
 AA7211  NAD 83(2011) Z  -  4,017,774.989 (meters)                     COMP
 AA7211  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 AA7211  DYNAMIC HEIGHT  -          2.970 (meters)        9.74  (feet) COMP
 AA7211  MODELED GRAVITY -    980,107.0   (mgal)                       NAVD 88
 AA7211
 AA7211  VERT ORDER      -  SECOND    CLASS I
 AA7211
 AA7211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7211  Standards:
 AA7211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7211  -------------------------------------------------------------------
 AA7211  NETWORK    0.59   0.82           0.28   0.18   0.42      0.02513899
 AA7211  -------------------------------------------------------------------
 AA7211  Click here for local accuracies and other accuracy information.
 AA7211
 AA7211.The horizontal coordinates were established by GPS observations
 AA7211.and adjusted by the National Geodetic Survey in June 2012.
 AA7211
 AA7211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7211.been affixed to the stable North American tectonic plate. See 
 AA7211.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7211
 AA7211.The horizontal coordinates are valid at the epoch date displayed above
 AA7211.which is a decimal equivalence of Year/Month/Day.
 AA7211
 AA7211.The orthometric height was determined by differential leveling and
 AA7211.adjusted by the NATIONAL GEODETIC SURVEY
 AA7211.in October 1996.
 AA7211
 AA7211.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7211.GEOID18 height accuracy estimate available here.
 AA7211
 AA7211.Click photographs - Photos may exist for this station.
 AA7211
 AA7211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7211
 AA7211.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7211
 AA7211.The ellipsoidal height was determined by GPS observations
 AA7211.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7211
 AA7211;                    North         East     Units Scale Factor Converg.
 AA7211;SPC NJ       -    51,565.141    92,018.325   MT  0.99994138   -0 25 32.6
 AA7211;SPC NJ       -   169,176.63    301,896.79   sFT  0.99994138   -0 25 32.6
 AA7211;UTM  18      - 4,349,630.120   485,150.936   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8515049630(NAD 83)
 AA7211
 AA7211                          SUPERSEDED SURVEY CONTROL
 AA7211
 AA7211  NAD 83(2007)-  39 17 45.31267(N)    075 10 19.93191(W) AD(2002.00) 0
 AA7211  ELLIP H (02/10/07)  -31.175  (m)                       GP(2002.00)    
 AA7211  ELLIP H (10/23/02)  -31.178  (m)                       GP(       ) 4 1
 AA7211  NAD 83(1996)-  39 17 45.31262(N)    075 10 19.93217(W) AD(       ) 1
 AA7211  ELLIP H (05/14/99)  -31.187  (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)  -31.241  (m)                       GP(       ) 3 1
 AA7211  NAVD 88 (08/04/95)    3.0    (m)  GEOID93  model used  GPS OBS        
 AA7211
 AA7211.Superseded values are not recommended for survey control.
 AA7211
 AA7211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7211.See file dsdata.pdf to determine how the superseded data were derived.
 AA7211
 AA7211_MARKER: DD = SURVEY DISK
 AA7211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7211_STAMPING: 6078
 AA7211_MARK LOGO: CGS+SS
 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 - October 23, 2017
 AA7211
 AA7211  HISTORY     - Date     Condition        Report By
 AA7211  HISTORY     - 1939     MONUMENTED       NJGS
 AA7211  HISTORY     - 19940802 GOOD             NJGS
 AA7211  HISTORY     - 19940901 GOOD             NJGS
 AA7211  HISTORY     - 20131203 GOOD             WATER
 AA7211  HISTORY     - 20171023 GOOD             NJDEP
 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.
 AA7211'
 AA7211'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND THE
 AA7211'EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT INTERCHANGE 24, GO WEST ON
 AA7211'STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH STATE
 AA7211'HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM)
 AA7211'TO THE JUNCTION WITH CEDAR STREET ON THE LEFT.  TURN LEFT AND GO
 AA7211'SOUTHWEST ON CEDAR STREET, COUNTY ROAD 555, FOR 0.2 MI (0.3 KM) TO THE
 AA7211'JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD 610.  CONTINUE AHEAD ON
 AA7211'CEDARVILLE ROAD FOR 5.3 MI (8.5 KM) TO THE FORK JUNCTION WITH NEWPORT
 AA7211'CEDAR GROVE ROAD, COUNTY ROAD 629.  BEAR TO THE LEFT AND GO SOUTHWEST
 AA7211'ON COUNTY ROAD 629 FOR 3.6 MI (5.8 KM) TO THE INTERSECTION WITH COUNTY
 AA7211'ROAD 553.  TURN LEFT AND GO SOUTH-SOUTHEAST ON COUNTY ROAD 553 FOR 0.4
 AA7211'MI (0.6 KM) TO THE INTERSECTION WITH BAPTIST ROAD AT FRONES CORNERS.
 AA7211'CONTINUE SOUTH-SOUTHEAST ON COUNTY ROAD 553 FOR 0.6 MI (1.0 KM) TO THE
 AA7211'WYE JUNCTION WITH BEAVER DAM ROAD, COUNTY ROAD 553 TO THE
 AA7211'EAST-NORTHEAST AND METHODIST ROAD, COUNTY ROAD 732 TO THE
 AA7211'WEST-SOUTHWEST AT WATSONS CORNER.  TURN RIGHT AND GO SOUTH-SOUTHWEST
 AA7211'ON METHODIST ROAD FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT.
 AA7211'
 AA7211'THE STATION IS 4.9 M (16.1 FT) SOUTH FROM THE CENTERLINE OF METHODIST
 AA7211'ROAD, 20.9 M (68.6 FT) SOUTHWEST AND ACROSS THE ROAD FROM POLE NUMBER
 AA7211'B 37906 AND 20.1 M (65.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 AA7211'CONCRETE FOUNDATION FOR HOUSE NUMBER 162, A TWO AND ONE HALF STORY
 AA7211'FRAME DWELLING.  IT 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.
 AA7211
 AA7211                          STATION RECOVERY (2013)
 AA7211
 AA7211'RECOVERY NOTE BY WATERSHED SCIENCES 2013 (MN)
 AA7211'RECOVERED IN GOOD CONDITION.
 AA7211
 AA7211                          STATION RECOVERY (2017)
 AA7211
 AA7211'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2017 (MT)
 AA7211'RECOVERED IN GOOD CONDITION.  HOUSE NUMBER 162 IN THE PREVIOUS
 AA7211'DESCRIPTION IS ACTUALLY HOUSE NUMBER 362.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4034 ***********************************************************************
 DQ4034  DESIGNATION -  6079
 DQ4034  PID         -  DQ4034
 DQ4034  STATE/COUNTY-  NJ/CUMBERLAND
 DQ4034  COUNTRY     -  US
 DQ4034  USGS QUAD   -  BRIDGETON (2019)
 DQ4034
 DQ4034                         *CURRENT SURVEY CONTROL
 DQ4034  ______________________________________________________________________
 DQ4034* NAD 83(1986) POSITION- 39 25 26.53   (N) 075 12 10.11   (W)   HD_HELD1
 DQ4034* NAVD 88 ORTHO HEIGHT -    25.867 (meters)       84.87  (feet) ADJUSTED
 DQ4034  ______________________________________________________________________
 DQ4034  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 DQ4034  DYNAMIC HEIGHT  -         25.854 (meters)       84.82  (feet) COMP
 DQ4034  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DQ4034
 DQ4034  VERT ORDER      -  FIRST     CLASS II
 DQ4034
 DQ4034.The horizontal coordinates were determined by differentially corrected
 DQ4034.hand held GPS observations or other comparable positioning techniques
 DQ4034.and have an estimated accuracy of +/- 3 meters.
 DQ4034
 DQ4034.The orthometric height was determined by differential leveling and
 DQ4034.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4034.in March 2017.
 DQ4034
 DQ4034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4034.GEOID18 height accuracy estimate available here.
 DQ4034
 DQ4034.Click photographs - Photos may exist for this station.
 DQ4034
 DQ4034.The dynamic height is computed by dividing the NAVD 88
 DQ4034.geopotential number by the normal gravity value computed on the
 DQ4034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4034.degrees latitude (g = 980.6199 gals.).
 DQ4034
 DQ4034.The modeled gravity was interpolated from observed gravity values.
 DQ4034
 DQ4034;                    North         East    Units  Estimated Accuracy
 DQ4034;SPC NJ       -    65,807.7      89,489.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4034
 DQ4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8254363853(NAD 83)
 DQ4034
 DQ4034                          SUPERSEDED SURVEY CONTROL
 DQ4034
 DQ4034.No superseded survey control is available for this station.
 DQ4034
 DQ4034_MARKER: DD = SURVEY DISK
 DQ4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4034_STAMPING: 6079
 DQ4034_MARK LOGO: NJDCED
 DQ4034_PROJECTION: RECESSED 30 CENTIMETERS
 DQ4034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4034+STABILITY: SURFACE MOTION
 DQ4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4034+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2016
 DQ4034
 DQ4034  HISTORY     - Date     Condition        Report By
 DQ4034  HISTORY     - 1936     MONUMENTED       NJDCED
 DQ4034  HISTORY     - 20160822 GOOD             NJGS
 DQ4034
 DQ4034                          STATION DESCRIPTION
 DQ4034
 DQ4034'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4034'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF CEDARVILLE, 5.7
 DQ4034'MI (9.2 KM) EAST-SOUTHEAST OF SHILOH AND 1.7 MI (2.7 KM) EAST OF
 DQ4034'BRIDGETON, IN FAIRFIELD TOWNSHIP.
 DQ4034'
 DQ4034'TO REACH FROM THE INTERSECTION OF BURLINGTON ROAD AND NEW JERSEY STATE
 DQ4034'HIGHWAY 49 (EAST COMMERCE STREET), GO 0.4 MI (0.6 KM) EAST ON NEW
 DQ4034'JERSEY STATE HIGHWAY 49 TO THE STATION ON THE LEFT, IN FRONT OF A SELF
 DQ4034'STORAGE FACILITY.
 DQ4034'
 DQ4034'THE STATION 49 FT (14.9 M) NORTH OF THE CENTERLINE OF NEW JERSEY STATE
 DQ4034'HIGHWAY 49, 6.5 FT (2.0 M) NORTH OF THE NORTH CURB OF NEW JERSEY STATE
 DQ4034'HIGHWAY 49, 7 FT (2.1 M) WEST-SOUTHWEST OF POLE NUMBER B53979, 66 FT
 DQ4034'(20.1 M) EAST OF THE CENTERLINE OF THE ENTRANCE DRIVEWAY TO THE
 DQ4034'CUMBERLAND SELF STORAGE FACILITY (NUMBER 837), 20 FT (6.1 M)
 DQ4034'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE PARKING LOT, 121 FT
 DQ4034'(36.9 M) WEST OF POLE NUMBER B53978.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2496 ***********************************************************************
 DO2496  DESIGNATION -  6081
 DO2496  PID         -  DO2496
 DO2496  STATE/COUNTY-  NJ/CUMBERLAND
 DO2496  COUNTRY     -  US
 DO2496  USGS QUAD   -  BRIDGETON (2019)
 DO2496
 DO2496                         *CURRENT SURVEY CONTROL
 DO2496  ______________________________________________________________________
 DO2496* NAD 83(1986) POSITION- 39 25 03.69   (N) 075 10 05.29   (W)   HD_HELD1
 DO2496* NAVD 88 ORTHO HEIGHT -    26.769 (meters)       87.82  (feet) ADJUSTED
 DO2496  ______________________________________________________________________
 DO2496  GEOID HEIGHT    -        -33.831 (meters)                     GEOID18
 DO2496  DYNAMIC HEIGHT  -         26.756 (meters)       87.78  (feet) COMP
 DO2496  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 DO2496
 DO2496  VERT ORDER      -  FIRST     CLASS II
 DO2496
 DO2496.The horizontal coordinates were determined by differentially corrected
 DO2496.hand held GPS observations or other comparable positioning techniques
 DO2496.and have an estimated accuracy of +/- 3 meters.
 DO2496
 DO2496.The orthometric height was determined by differential leveling and
 DO2496.adjusted by the NATIONAL GEODETIC SURVEY
 DO2496.in April 2013.
 DO2496
 DO2496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2496.GEOID18 height accuracy estimate available here.
 DO2496
 DO2496.Click photographs - Photos may exist for this station.
 DO2496
 DO2496.The dynamic height is computed by dividing the NAVD 88
 DO2496.geopotential number by the normal gravity value computed on the
 DO2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2496.degrees latitude (g = 980.6199 gals.).
 DO2496
 DO2496.The modeled gravity was interpolated from observed gravity values.
 DO2496
 DO2496;                    North         East    Units  Estimated Accuracy
 DO2496;SPC NJ       -    65,080.7      92,469.1     MT  (+/- 3 meters HH1 GPS) 
 DO2496
 DO2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8552663143(NAD 83)
 DO2496
 DO2496                          SUPERSEDED SURVEY CONTROL
 DO2496
 DO2496.No superseded survey control is available for this station.
 DO2496
 DO2496_MARKER: DD = SURVEY DISK
 DO2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2496_STAMPING: 6081
 DO2496_MARK LOGO: CGS+SS
 DO2496_PROJECTION: RECESSED 30 CENTIMETERS
 DO2496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2496+STABILITY: SURFACE MOTION
 DO2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2496+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2011
 DO2496
 DO2496  HISTORY     - Date     Condition        Report By
 DO2496  HISTORY     - 1936     MONUMENTED       NJDCED
 DO2496  HISTORY     - 20110523 GOOD             NJGS
 DO2496
 DO2496                          STATION DESCRIPTION
 DO2496
 DO2496'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2496'THE STATION IS LOCATED IN FAIRFIELD TOWNSHIP, ON THE SOUTHSIDE OF THE
 DO2496'BRIDGETON-MILLVILLE PIKE (NJ STATE ROUTE 49).
 DO2496'
 DO2496'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ STATE
 DO2496'ROUTE 49) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2496'3.6 MI (5.8 KM) EAST ON ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2496'
 DO2496'THE STATION IS SET IN A MONUMENT BOX IN THE SHOULDER OF THE SOUTHBOUND
 DO2496'LANES OF ROUTE 49, 13.0 FT (4.0 M) SOUTH OF THE CENTERLINE OF ROUTE
 DO2496'49, 69.0 FT (21.0 M) SOUTHEAST OF POLE NUMBER B-53206, 93.0 FT (28.3
 DO2496'M) SOUTHWEST OF POLE NUMBER B-53207, 53.0 FT (16.2 M) EAST OF A SIGN
 DO2496'(NO STOPPING OR STANDING) WITH A WITNESS SIGN ATTACHED, 7.5 FT (2.3 M)
 DO2496'NORTH OF THE SOUTH EDGE OF PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2494 ***********************************************************************
 DO2494  DESIGNATION -  6082
 DO2494  PID         -  DO2494
 DO2494  STATE/COUNTY-  NJ/CUMBERLAND
 DO2494  COUNTRY     -  US
 DO2494  USGS QUAD   -  BRIDGETON (2019)
 DO2494
 DO2494                         *CURRENT SURVEY CONTROL
 DO2494  ______________________________________________________________________
 DO2494* NAD 83(1986) POSITION- 39 24 52.43   (N) 075 09 03.33   (W)   HD_HELD1
 DO2494* NAVD 88 ORTHO HEIGHT -    30.539 (meters)      100.19  (feet) ADJUSTED
 DO2494  ______________________________________________________________________
 DO2494  GEOID HEIGHT    -        -33.839 (meters)                     GEOID18
 DO2494  DYNAMIC HEIGHT  -         30.524 (meters)      100.14  (feet) COMP
 DO2494  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 DO2494
 DO2494  VERT ORDER      -  FIRST     CLASS II
 DO2494
 DO2494.The horizontal coordinates were determined by differentially corrected
 DO2494.hand held GPS observations or other comparable positioning techniques
 DO2494.and have an estimated accuracy of +/- 3 meters.
 DO2494
 DO2494.The orthometric height was determined by differential leveling and
 DO2494.adjusted by the NATIONAL GEODETIC SURVEY
 DO2494.in April 2013.
 DO2494
 DO2494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2494.GEOID18 height accuracy estimate available here.
 DO2494
 DO2494.Click photographs - Photos may exist for this station.
 DO2494
 DO2494.The dynamic height is computed by dividing the NAVD 88
 DO2494.geopotential number by the normal gravity value computed on the
 DO2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2494.degrees latitude (g = 980.6199 gals.).
 DO2494
 DO2494.The modeled gravity was interpolated from observed gravity values.
 DO2494
 DO2494;                    North         East    Units  Estimated Accuracy
 DO2494;SPC NJ       -    64,722.7      93,948.6     MT  (+/- 3 meters HH1 GPS) 
 DO2494
 DO2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8700762793(NAD 83)
 DO2494
 DO2494                          SUPERSEDED SURVEY CONTROL
 DO2494
 DO2494.No superseded survey control is available for this station.
 DO2494
 DO2494_MARKER: DD = SURVEY DISK
 DO2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2494_STAMPING: 6082
 DO2494_MARK LOGO: CGS+SS
 DO2494_PROJECTION: RECESSED 30 CENTIMETERS
 DO2494_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2494+STABILITY: SURFACE MOTION
 DO2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2494+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2011
 DO2494
 DO2494  HISTORY     - Date     Condition        Report By
 DO2494  HISTORY     - 1936     MONUMENTED       NJDCED
 DO2494  HISTORY     - 20110523 GOOD             NJGS
 DO2494
 DO2494                          STATION DESCRIPTION
 DO2494
 DO2494'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2494'THE STATION IS LOCATED IN FAIRFIELD TOWNSHIP, ON THE SOUTHSIDE OF THE
 DO2494'BRIDGETON-MILLVILLE PIKE (NJ STATE ROUTE 49).
 DO2494'
 DO2494'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ STATE
 DO2494'ROUTE 49) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2494'4.6 MI (7.4 KM) EAST ON ROUTE 49 TO THE STATION ON THE RIGHT ON THE
 DO2494'RIGHT SET IN A 1 FT (0.3 M) BELOW THE SHOULDER PAVING IN A MONUMENT
 DO2494'BOX IN THE SOUTHBOUND LANES OF NJ ROUTE 49.
 DO2494'
 DO2494'IT IS 15.8 FT (4.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ROUTE 49,
 DO2494'54.5 FT (16.6 M) SOUTHWEST OF POLE NUMBER 49, 54.5 FT (16.6 M)
 DO2494'SOUTHWEST OF POLE NUMBER 181, 91.3 FT (27.8 M) SOUTHWEST OF THE
 DO2494'SOUTHWEST CORNER OF HOUSE NUMBER 1430, 94.7 FT (28.9 M) SOUTHEAST OF
 DO2494'THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING FOR AN AUTO
 DO2494'BUSINESS, 25.9 FT (7.9 M) NORTHWEST OF A MANHOLE IN THE GRASS AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2525 ***********************************************************************
 DO2525  DESIGNATION -  6083
 DO2525  PID         -  DO2525
 DO2525  STATE/COUNTY-  NJ/CUMBERLAND
 DO2525  COUNTRY     -  US
 DO2525  USGS QUAD   -  MILLVILLE (2019)
 DO2525
 DO2525                         *CURRENT SURVEY CONTROL
 DO2525  ______________________________________________________________________
 DO2525* NAD 83(1986) POSITION- 39 24 34.56   (N) 075 07 22.09   (W)   HD_HELD1
 DO2525* NAVD 88 ORTHO HEIGHT -    29.843 (meters)       97.91  (feet) ADJUSTED
 DO2525  ______________________________________________________________________
 DO2525  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 DO2525  DYNAMIC HEIGHT  -         29.828 (meters)       97.86  (feet) COMP
 DO2525  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DO2525
 DO2525  VERT ORDER      -  FIRST     CLASS II
 DO2525
 DO2525.The horizontal coordinates were determined by differentially corrected
 DO2525.hand held GPS observations or other comparable positioning techniques
 DO2525.and have an estimated accuracy of +/- 3 meters.
 DO2525
 DO2525.The orthometric height was determined by differential leveling and
 DO2525.adjusted by the NATIONAL GEODETIC SURVEY
 DO2525.in April 2013.
 DO2525
 DO2525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2525.GEOID18 height accuracy estimate available here.
 DO2525
 DO2525.Click photographs - Photos may exist for this station.
 DO2525
 DO2525.The dynamic height is computed by dividing the NAVD 88
 DO2525.geopotential number by the normal gravity value computed on the
 DO2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2525.degrees latitude (g = 980.6199 gals.).
 DO2525
 DO2525.The modeled gravity was interpolated from observed gravity values.
 DO2525
 DO2525;                    North         East    Units  Estimated Accuracy
 DO2525;SPC NJ       -    64,154.5      96,366.4     MT  (+/- 3 meters HH1 GPS) 
 DO2525
 DO2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8942762239(NAD 83)
 DO2525
 DO2525                          SUPERSEDED SURVEY CONTROL
 DO2525
 DO2525.No superseded survey control is available for this station.
 DO2525
 DO2525_MARKER: DD = SURVEY DISK
 DO2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2525_STAMPING: 6083
 DO2525_MARK LOGO: NJDCED
 DO2525_PROJECTION: RECESSED 30 CENTIMETERS
 DO2525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2525+STABILITY: SURFACE MOTION
 DO2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2525+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2011
 DO2525
 DO2525  HISTORY     - Date     Condition        Report By
 DO2525  HISTORY     - UNK      MONUMENTED       NJDCED
 DO2525  HISTORY     - 20110623 GOOD             NJGS
 DO2525
 DO2525                          STATION DESCRIPTION
 DO2525
 DO2525'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DO2525'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTH SIDE OF
 DO2525'NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), SET ABOUT 1.0 FT (0.3
 DO2525'M) BELOW THE GROUND IN A SQUARE CAST IRON VALVE BOX, SET FLUSH IN THE
 DO2525'ASPHALT PAVING OF THE NORTH SHOULDER OF STATE HIGHWAY 49.
 DO2525'
 DO2525'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2525'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 4.7 MI
 DO2525'(7.6 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2525'
 DO2525'THE STATION IS 6.5 M (21.3 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 DO2525'HIGHWAY 49, 19.8 M (65.0 FT) EAST-SOUTHEAST FROM WOOD UTILITY POLE
 DO2525'NUMBER M2328, 4.1 M (13.5 FT) EAST-SOUTHEAST FROM A STEEL GRATE STORM
 DO2525'DRAIN INLET SET FLUSH IN THE ASPHALT PAVED SHOULDER, 23.4 M (76.8 FT)
 DO2525'WEST-NORTHWEST FROM A WOOD UTILITY POLE WITH NO NUMBER AND 60.4 M
 DO2525'(198.2 FT) WEST-NORTHWEST FROM STATION Y 82 (JU2273).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2527 ***********************************************************************
 DO2527  DESIGNATION -  6084
 DO2527  PID         -  DO2527
 DO2527  STATE/COUNTY-  NJ/CUMBERLAND
 DO2527  COUNTRY     -  US
 DO2527  USGS QUAD   -  MILLVILLE (2019)
 DO2527
 DO2527                         *CURRENT SURVEY CONTROL
 DO2527  ______________________________________________________________________
 DO2527* NAD 83(1986) POSITION- 39 24 06.72   (N) 075 04 47.02   (W)   HD_HELD1
 DO2527* NAVD 88 ORTHO HEIGHT -    28.105 (meters)       92.21  (feet) ADJUSTED
 DO2527  ______________________________________________________________________
 DO2527  GEOID HEIGHT    -        -33.881 (meters)                     GEOID18
 DO2527  DYNAMIC HEIGHT  -         28.091 (meters)       92.16  (feet) COMP
 DO2527  MODELED GRAVITY -    980,121.5   (mgal)                       NAVD 88
 DO2527
 DO2527  VERT ORDER      -  FIRST     CLASS II
 DO2527
 DO2527.The horizontal coordinates were determined by differentially corrected
 DO2527.hand held GPS observations or other comparable positioning techniques
 DO2527.and have an estimated accuracy of +/- 3 meters.
 DO2527
 DO2527.The orthometric height was determined by differential leveling and
 DO2527.adjusted by the NATIONAL GEODETIC SURVEY
 DO2527.in April 2013.
 DO2527
 DO2527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2527.GEOID18 height accuracy estimate available here.
 DO2527
 DO2527.Click photographs - Photos may exist for this station.
 DO2527
 DO2527.The dynamic height is computed by dividing the NAVD 88
 DO2527.geopotential number by the normal gravity value computed on the
 DO2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2527.degrees latitude (g = 980.6199 gals.).
 DO2527
 DO2527.The modeled gravity was interpolated from observed gravity values.
 DO2527
 DO2527;                    North         East    Units  Estimated Accuracy
 DO2527;SPC NJ       -    63,271.3     100,070.4     MT  (+/- 3 meters HH1 GPS) 
 DO2527
 DO2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9313561376(NAD 83)
 DO2527
 DO2527                          SUPERSEDED SURVEY CONTROL
 DO2527
 DO2527.No superseded survey control is available for this station.
 DO2527
 DO2527_MARKER: DD = SURVEY DISK
 DO2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2527_STAMPING: 6084
 DO2527_MARK LOGO: CGS+SS
 DO2527_PROJECTION: RECESSED 30 CENTIMETERS
 DO2527_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2527+STABILITY: SURFACE MOTION
 DO2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2527+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2011
 DO2527
 DO2527  HISTORY     - Date     Condition        Report By
 DO2527  HISTORY     - UNK      MONUMENTED       NJDCED
 DO2527  HISTORY     - 20110623 GOOD             NJGS
 DO2527
 DO2527                          STATION DESCRIPTION
 DO2527
 DO2527'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DO2527'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTHEAST SIDE
 DO2527'OF NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), SET ABOUT 1.0 FT
 DO2527'(0.3 M) BELOW THE GROUND IN A SQUARE CAST IRON VALVE BOX, SET FLUSH IN
 DO2527'THE ASPHALT PAVING OF THE NORTH SHOULDER OF STATE HIGHWAY 49, 119 FT
 DO2527'(36.3 M) EAST OF THE TEE INTERSECTION WITH BELAIRE LANE.
 DO2527'
 DO2527'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2527'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 2.3 MI
 DO2527'(3.7 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2527'
 DO2527'THE STATION IS 4.9 M (16.1 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 DO2527'HIGHWAY 49, 7.5 M (24.6 FT) SOUTHWEST FROM A FIRE HYDRANT ON THE
 DO2527'NORTHEAST SIDE OF STATE HIGHWAY 49, 11.0 M (36.1 FT) SOUTHWEST FROM
 DO2527'WOOD UTILITY POLE NUMBER 100AMP, 34.0 M (111.5 FT) SOUTHEAST FROM THE
 DO2527'CENTERLINE OF BELAIRE LANE AND 19.3 M (63.3 FT) SOUTHEAST FROM WOOD
 DO2527'UTILITY POLE NUMBER 342 1586MV.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3325 ***********************************************************************
 DI3325  DESIGNATION -  6086
 DI3325  PID         -  DI3325
 DI3325  STATE/COUNTY-  NJ/CUMBERLAND
 DI3325  COUNTRY     -  US
 DI3325  USGS QUAD   -  MILLVILLE (2019)
 DI3325
 DI3325                         *CURRENT SURVEY CONTROL
 DI3325  ______________________________________________________________________
 DI3325* NAD 83(1986) POSITION- 39 23 55.     (N) 075 02 10.     (W)   SCALED
 DI3325* NAVD 88 ORTHO HEIGHT -    11.962 (meters)       39.25  (feet) ADJUSTED
 DI3325  ______________________________________________________________________
 DI3325  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 DI3325  DYNAMIC HEIGHT  -         11.956 (meters)       39.23  (feet) COMP
 DI3325  MODELED GRAVITY -    980,124.1   (mgal)                       NAVD 88
 DI3325
 DI3325  VERT ORDER      -  FIRST     CLASS II
 DI3325
 DI3325.The horizontal coordinates were scaled from a map and have
 DI3325.an estimated accuracy of +/- 6 seconds.
 DI3325
 DI3325.The orthometric height was determined by differential leveling and
 DI3325.adjusted by the NATIONAL GEODETIC SURVEY
 DI3325.in June 2007.
 DI3325
 DI3325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3325.GEOID18 height accuracy estimate available here.
 DI3325
 DI3325.Click photographs - Photos may exist for this station.
 DI3325
 DI3325.The dynamic height is computed by dividing the NAVD 88
 DI3325.geopotential number by the normal gravity value computed on the
 DI3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3325.degrees latitude (g = 980.6199 gals.).
 DI3325
 DI3325.The modeled gravity was interpolated from observed gravity values.
 DI3325
 DI3325;                    North         East    Units  Estimated Accuracy
 DI3325;SPC NJ       -    62,890.      103,830.      MT  (+/- 180 meters Scaled)
 DI3325
 DI3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ968610(NAD 83)
 DI3325
 DI3325                          SUPERSEDED SURVEY CONTROL
 DI3325
 DI3325.No superseded survey control is available for this station.
 DI3325
 DI3325_MARKER: DD = SURVEY DISK
 DI3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3325_STAMPING: 6086
 DI3325_MARK LOGO: CGS+SS
 DI3325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3325+STABILITY: SURFACE MOTION
 DI3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3325+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 DI3325
 DI3325  HISTORY     - Date     Condition        Report By
 DI3325  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3325  HISTORY     - 20030610 GOOD             NJGS
 DI3325  HISTORY     - 20080611 GOOD             UE
 DI3325  HISTORY     - 20110414 MARK NOT FOUND   NJGS
 DI3325
 DI3325                          STATION DESCRIPTION
 DI3325
 DI3325'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3325'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTHEAST
 DI3325'CORNER OF THIRD AND  MULBERRY STREETS.
 DI3325'
 DI3325'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 47 AND 49,
 DI3325'GO EAST ON STATE  ROUTE 49 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION
 DI3325'WITH THIRD STREET ON THE LEFT.  TURN  LEFT AND GO NORTH ON THIRD
 DI3325'STREET FOR 0.20 MI (0.32 KM) TO THE INTERSECTION WITH  MULBERRY STREET
 DI3325'AND THE STATION AHEAD ON THE RIGHT, SET FLUSH WITH THE GROUND AT THE
 DI3325'NORTHEAST CORNER OF THE INTERSECTION.
 DI3325'
 DI3325'THE STATION IS 3.1 M (10.2 FT) EAST FROM THE EAST CURB OF THIRD
 DI3325'STREET, 9.9 M (32.5 FT) NORTH  FROM THE NORTH CURB OF MULBERRY STREET,
 DI3325'3.8 M (12.5 FT) SOUTHWEST FROM THE SOUTHWEST  RAIL OF A SINGLE TRACK
 DI3325'RAILROAD, 4.6 M (15.1 FT) NORTHEAST FROM A FIRE HYDRANT AND 6.1 M
 DI3325'(20.0 FT) SOUTH SOUTHEAST FROM THE RAILROAD CROSSING SIGNAL.
 DI3325
 DI3325                          STATION RECOVERY (2008)
 DI3325
 DI3325'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3325'RECOVERED IN GOOD CONDITION.
 DI3325
 DI3325                          STATION RECOVERY (2011)
 DI3325
 DI3325'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DI3325'NEW SIDEWALKS HAVE BEEN CONSTRUCTED WHERE THE MONUMENT TIES FALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3326 ***********************************************************************
 DI3326  DESIGNATION -  6087
 DI3326  PID         -  DI3326
 DI3326  STATE/COUNTY-  NJ/CUMBERLAND
 DI3326  COUNTRY     -  US
 DI3326  USGS QUAD   -  MILLVILLE (2019)
 DI3326
 DI3326                         *CURRENT SURVEY CONTROL
 DI3326  ______________________________________________________________________
 DI3326* NAD 83(1986) POSITION- 39 24 10.75   (N) 075 02 09.74   (W)   HD_HELD1
 DI3326* NAVD 88 ORTHO HEIGHT -    12.683 (meters)       41.61  (feet) ADJUSTED
 DI3326  ______________________________________________________________________
 DI3326  GEOID HEIGHT    -        -33.895 (meters)                     GEOID18
 DI3326  DYNAMIC HEIGHT  -         12.676 (meters)       41.59  (feet) COMP
 DI3326  MODELED GRAVITY -    980,123.6   (mgal)                       NAVD 88
 DI3326
 DI3326  VERT ORDER      -  FIRST     CLASS II
 DI3326
 DI3326.The horizontal coordinates were determined by differentially corrected
 DI3326.hand held GPS observations or other comparable positioning techniques
 DI3326.and have an estimated accuracy of +/- 3 meters.
 DI3326
 DI3326.The orthometric height was determined by differential leveling and
 DI3326.adjusted by the NATIONAL GEODETIC SURVEY
 DI3326.in June 2007.
 DI3326
 DI3326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3326.GEOID18 height accuracy estimate available here.
 DI3326
 DI3326.Click photographs - Photos may exist for this station.
 DI3326
 DI3326.The dynamic height is computed by dividing the NAVD 88
 DI3326.geopotential number by the normal gravity value computed on the
 DI3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3326.degrees latitude (g = 980.6199 gals.).
 DI3326
 DI3326.The modeled gravity was interpolated from observed gravity values.
 DI3326
 DI3326;                    North         East    Units  Estimated Accuracy
 DI3326;SPC NJ       -    63,372.3     103,833.9     MT  (+/- 3 meters HH1 GPS) 
 DI3326
 DI3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9689761498(NAD 83)
 DI3326
 DI3326                          SUPERSEDED SURVEY CONTROL
 DI3326
 DI3326.No superseded survey control is available for this station.
 DI3326
 DI3326_MARKER: DD = SURVEY DISK
 DI3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3326_STAMPING: 6087
 DI3326_MARK LOGO: CGS+SS
 DI3326_PROJECTION: FLUSH
 DI3326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3326+STABILITY: SURFACE MOTION
 DI3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3326+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DI3326
 DI3326  HISTORY     - Date     Condition        Report By
 DI3326  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3326  HISTORY     - 20030610 GOOD             NJGS
 DI3326  HISTORY     - 20080611 GOOD             UE
 DI3326  HISTORY     - 20110706 GOOD             NJGS
 DI3326
 DI3326                          STATION DESCRIPTION
 DI3326
 DI3326'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3326'THE STATION IS LOCATED IN THE CITY OF MILLVILLE AT THE INTERSECTION OF
 DI3326'THIRD AVENUE, D  STREET AND WHEATON AVENUE.
 DI3326'
 DI3326'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 47 AND 49,
 DI3326'GO EAST ON STATE  ROUTE 49 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION
 DI3326'WITH THIRD AVENUE ON THE LEFT.  TURN  LEFT AND GO NORTH ON THIRD
 DI3326'AVENUE FOR 0.50 MI (0.8 KM) TO THE INTERSECTION WITH WHEATON  AVENUE
 DI3326'AND D STREET AND THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND
 DI3326'AT THE  SOUTHERMOST POINT OF A TRIANGULAR SHAPED LANDSCAPED GRASS
 DI3326'ISLAND FORMED BY THE  JUNCTION OF THE THREE STREETS.
 DI3326'
 DI3326'THE STATION IS 3.2 M (10.5 FT) EAST FROM THE EAST CURB OF THIRD
 DI3326'AVENUE, 1.9 M (6.2 FT) WEST  NORTHWEST FROM THE NORTHWEST CURB OF
 DI3326'WHEATON AVENUE, 4.3 M (14.1 FT) NORTH FROM A  WOOD UTILITY POLE WITH
 DI3326'NO NUMBER AND 15.1 M (49.5 FT) SOUTH FROM THE SOUTH CURB OF D  STREET.
 DI3326
 DI3326                          STATION RECOVERY (2008)
 DI3326
 DI3326'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3326'RECOVERED IN GOOD CONDITION.
 DI3326
 DI3326                          STATION RECOVERY (2011)
 DI3326
 DI3326'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DI3326'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2507 ***********************************************************************
 DO2507  DESIGNATION -  6088
 DO2507  PID         -  DO2507
 DO2507  STATE/COUNTY-  NJ/CUMBERLAND
 DO2507  COUNTRY     -  US
 DO2507  USGS QUAD   -  BRIDGETON (2019)
 DO2507
 DO2507                         *CURRENT SURVEY CONTROL
 DO2507  ______________________________________________________________________
 DO2507* NAD 83(1986) POSITION- 39 25 36.07   (N) 075 14 53.74   (W)   HD_HELD1
 DO2507* NAVD 88 ORTHO HEIGHT -    19.762 (meters)       64.84  (feet) ADJUSTED
 DO2507  ______________________________________________________________________
 DO2507  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 DO2507  DYNAMIC HEIGHT  -         19.751 (meters)       64.80  (feet) COMP
 DO2507  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DO2507
 DO2507  VERT ORDER      -  FIRST     CLASS II
 DO2507
 DO2507.The horizontal coordinates were determined by differentially corrected
 DO2507.hand held GPS observations or other comparable positioning techniques
 DO2507.and have an estimated accuracy of +/- 3 meters.
 DO2507
 DO2507.The orthometric height was determined by differential leveling and
 DO2507.adjusted by the NATIONAL GEODETIC SURVEY
 DO2507.in April 2013.
 DO2507
 DO2507.No vertical observational check was made to the station.
 DO2507
 DO2507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2507.GEOID18 height accuracy estimate available here.
 DO2507
 DO2507.Click photographs - Photos may exist for this station.
 DO2507
 DO2507.The dynamic height is computed by dividing the NAVD 88
 DO2507.geopotential number by the normal gravity value computed on the
 DO2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2507.degrees latitude (g = 980.6199 gals.).
 DO2507
 DO2507.The modeled gravity was interpolated from observed gravity values.
 DO2507
 DO2507;                    North         East    Units  Estimated Accuracy
 DO2507;SPC NJ       -    66,133.4      85,578.0     MT  (+/- 3 meters HH1 GPS) 
 DO2507
 DO2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7863264157(NAD 83)
 DO2507
 DO2507                          SUPERSEDED SURVEY CONTROL
 DO2507
 DO2507.No superseded survey control is available for this station.
 DO2507
 DO2507_MARKER: DD = SURVEY DISK
 DO2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2507_STAMPING: 6088
 DO2507_MARK LOGO: CGS+SS
 DO2507_PROJECTION: FLUSH
 DO2507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2507+STABILITY: SURFACE MOTION
 DO2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2507+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2020
 DO2507
 DO2507  HISTORY     - Date     Condition        Report By
 DO2507  HISTORY     - 1936     MONUMENTED       NJDCED
 DO2507  HISTORY     - 20110531 GOOD             NJGS
 DO2507  HISTORY     - 20200501 GOOD             NJGS
 DO2507
 DO2507                          STATION DESCRIPTION
 DO2507
 DO2507'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO2507'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE NORTHEAST
 DO2507'CORNER OF THE JUNCTION OF HAMPTON STREET AND WEST AVENUE, A MONUMENT
 DO2507'IN THE SIDEWALK.
 DO2507'
 DO2507'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2507'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.7 MI (1.1
 DO2507'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH WEST AVENUE.  TURN LEFT AND
 DO2507'GO 0.15 SOUTH ON WEST AVENUE TO THE STATION ON THE RIGHT.
 DO2507'
 DO2507'THE STATION IS IN FRONT OF HOUSE NUMBER 275, 6.0 M (19.7 FT)
 DO2507'EAST-SOUTHEAST OF THE CENTERLINE OF WEST AVENUE, 8.18 M (26.8 FT)
 DO2507'NORTHEAST OF THE CENTERLINE OF HAMPTON STREET, 3.60 M (11.8 FT)
 DO2507'NORTH-NORTHWEST OF POLE NUMBER 805BI, 1.12 M (3.7 FT) SOUTH OF A METAL
 DO2507'POLE WITH STREET SIGNS ATTACHED.
 DO2507
 DO2507                          STATION RECOVERY (2020)
 DO2507
 DO2507'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MJK)
 DO2507'NOTE, METAL POLE WITH STREET SIGNS HAS BEEN REMOVED.
 DO2507'
 DO2507'THE STATION IS LEVEL WITH SIDEWALK AND A LARGE TREE LIMITS LONG
 DO2507'TERMINAL GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2505 ***********************************************************************
 DO2505  DESIGNATION -  6089
 DO2505  PID         -  DO2505
 DO2505  STATE/COUNTY-  NJ/CUMBERLAND
 DO2505  COUNTRY     -  US
 DO2505  USGS QUAD   -  BRIDGETON (2019)
 DO2505
 DO2505                         *CURRENT SURVEY CONTROL
 DO2505  ______________________________________________________________________
 DO2505* NAD 83(1986) POSITION- 39 25 28.89   (N) 075 14 26.88   (W)   HD_HELD1
 DO2505* NAVD 88 ORTHO HEIGHT -    14.448 (meters)       47.40  (feet) ADJUSTED
 DO2505  ______________________________________________________________________
 DO2505  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 DO2505  DYNAMIC HEIGHT  -         14.440 (meters)       47.38  (feet) COMP
 DO2505  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DO2505
 DO2505  VERT ORDER      -  FIRST     CLASS II
 DO2505
 DO2505.The horizontal coordinates were determined by differentially corrected
 DO2505.hand held GPS observations or other comparable positioning techniques
 DO2505.and have an estimated accuracy of +/- 3 meters.
 DO2505
 DO2505.The orthometric height was determined by differential leveling and
 DO2505.adjusted by the NATIONAL GEODETIC SURVEY
 DO2505.in April 2013.
 DO2505
 DO2505.No vertical observational check was made to the station.
 DO2505
 DO2505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2505.GEOID18 height accuracy estimate available here.
 DO2505
 DO2505.Click photographs - Photos may exist for this station.
 DO2505
 DO2505.The dynamic height is computed by dividing the NAVD 88
 DO2505.geopotential number by the normal gravity value computed on the
 DO2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2505.degrees latitude (g = 980.6199 gals.).
 DO2505
 DO2505.The modeled gravity was interpolated from observed gravity values.
 DO2505
 DO2505;                    North         East    Units  Estimated Accuracy
 DO2505;SPC NJ       -    65,906.7      86,218.6     MT  (+/- 3 meters HH1 GPS) 
 DO2505
 DO2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7927363934(NAD 83)
 DO2505
 DO2505                          SUPERSEDED SURVEY CONTROL
 DO2505
 DO2505.No superseded survey control is available for this station.
 DO2505
 DO2505_MARKER: DD = SURVEY DISK
 DO2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2505_STAMPING: 6089
 DO2505_MARK LOGO: CGS+SS
 DO2505_PROJECTION: FLUSH
 DO2505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2505+STABILITY: SURFACE MOTION
 DO2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2505+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2020
 DO2505
 DO2505  HISTORY     - Date     Condition        Report By
 DO2505  HISTORY     - 1939     MONUMENTED       NJDCED
 DO2505  HISTORY     - 20110531 GOOD             NJGS
 DO2505  HISTORY     - 20201008 GOOD             NJGS
 DO2505
 DO2505                          STATION DESCRIPTION
 DO2505
 DO2505'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO2505'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE NORTHWEST
 DO2505'CORNER OF THE JUNCTION OF FAYETTE STREET AND HAMPTON STREET.
 DO2505'
 DO2505'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2505'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.25 MI (0.4
 DO2505'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH FAYETTE STREET.  TURN LEFT
 DO2505'AND GO 0.25 MI (0.4 KM) SOUTH ON FAYETTE STREET TO THE JUNCTION WITH
 DO2505'HAMPTON STREET AND THE STATION ON THE RIGHT.
 DO2505'
 DO2505'THE STATION IS 2.82 M (9.3 FT) WEST OF A FIRE HYDRANT, 3.42 M (11.2
 DO2505'FT) NORTH OF POLE NUMBER 2206 934, 9.86 M (32.3 FT) NORTHEAST OF THE
 DO2505'CENTERLINE OF HAMPTON STREET, 0.38 M (1.2 FT) NORTHWEST OF THE
 DO2505'CENTERLINE OF FAYETTE STREET, IN FRONT OF HOUSE NUMBER 110 FAYETTE
 DO2505'STREET.
 DO2505
 DO2505                          STATION RECOVERY (2020)
 DO2505
 DO2505'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DO2505'THE STATION IS 3.42 M (11.2 FT) NORTH OF POLE NUMBER 22206 934, 9.65 M
 DO2505'(31.7 FT) NORTHWEST OF THE CENTERLINE OF FAYETTE STREET AND AT THE
 DO2505'CORNER OF PROPERTY NUMBER 110 FAYETTE STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2506 ***********************************************************************
 DO2506  DESIGNATION -  6090
 DO2506  PID         -  DO2506
 DO2506  STATE/COUNTY-  NJ/CUMBERLAND
 DO2506  COUNTRY     -  US
 DO2506  USGS QUAD   -  BRIDGETON (2019)
 DO2506
 DO2506                         *CURRENT SURVEY CONTROL
 DO2506  ______________________________________________________________________
 DO2506* NAD 83(1986) POSITION- 39 25 19.55   (N) 075 14 30.87   (W)   HD_HELD1
 DO2506* NAVD 88 ORTHO HEIGHT -    11.155 (meters)       36.60  (feet) ADJUSTED
 DO2506  ______________________________________________________________________
 DO2506  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 DO2506  DYNAMIC HEIGHT  -         11.150 (meters)       36.58  (feet) COMP
 DO2506  MODELED GRAVITY -    980,120.0   (mgal)                       NAVD 88
 DO2506
 DO2506  VERT ORDER      -  FIRST     CLASS II
 DO2506
 DO2506.The horizontal coordinates were determined by differentially corrected
 DO2506.hand held GPS observations or other comparable positioning techniques
 DO2506.and have an estimated accuracy of +/- 3 meters.
 DO2506
 DO2506.The orthometric height was determined by differential leveling and
 DO2506.adjusted by the NATIONAL GEODETIC SURVEY
 DO2506.in April 2013.
 DO2506
 DO2506.No vertical observational check was made to the station.
 DO2506
 DO2506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2506.GEOID18 height accuracy estimate available here.
 DO2506
 DO2506.Click photographs - Photos may exist for this station.
 DO2506
 DO2506.The dynamic height is computed by dividing the NAVD 88
 DO2506.geopotential number by the normal gravity value computed on the
 DO2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2506.degrees latitude (g = 980.6199 gals.).
 DO2506
 DO2506.The modeled gravity was interpolated from observed gravity values.
 DO2506
 DO2506;                    North         East    Units  Estimated Accuracy
 DO2506;SPC NJ       -    65,619.4      86,120.8     MT  (+/- 3 meters HH1 GPS) 
 DO2506
 DO2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7917763646(NAD 83)
 DO2506
 DO2506                          SUPERSEDED SURVEY CONTROL
 DO2506
 DO2506.No superseded survey control is available for this station.
 DO2506
 DO2506_MARKER: DD = SURVEY DISK
 DO2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2506_STAMPING: 6090
 DO2506_MARK LOGO: CGS+SS
 DO2506_PROJECTION: RECESSED 8 CENTIMETERS
 DO2506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2506+STABILITY: SURFACE MOTION
 DO2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2506+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2020
 DO2506
 DO2506  HISTORY     - Date     Condition        Report By
 DO2506  HISTORY     - 1936     MONUMENTED       NJDCED
 DO2506  HISTORY     - 20110531 GOOD             NJGS
 DO2506  HISTORY     - 20201008 GOOD             NJGS
 DO2506
 DO2506                          STATION DESCRIPTION
 DO2506
 DO2506'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO2506'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE NORTHWEST
 DO2506'CORNER OF THE T-JUNCTION OF FAYETTE STREET AND NORTH DRIVE.
 DO2506'
 DO2506'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2506'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.25 MI (0.4
 DO2506'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH FAYETTE STREET.  TURN LEFT
 DO2506'AND GO 0.45 MI (0.7 KM) SOUTH ON FAYETTE STREET TO THE JUNCTION WITH
 DO2506'NORTH DRIVE AND THE STATION ON THE RIGHT.
 DO2506'
 DO2506'THE STATION IS BETWEEN THE CURB AND SIDEWALK IN FRONT OF HOUSE NUMBER
 DO2506'200, 7.0 M (23.0 FT) NORTHWEST OF THE CENTERLINE OF FAYETTE STREET,
 DO2506'9.76 M (32.0 FT) NORTH OF POLE NUMBER 1179, 1.18 M (3.9 FT) NORTHWEST
 DO2506'OF THE WEST CURB OF FAYETTE, 26.92 M (88.3 FT) NORTHEAST OF THE
 DO2506'CENTERLINE OF NORTH DRIVE.
 DO2506
 DO2506                          STATION RECOVERY (2020)
 DO2506
 DO2506'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DO2506'THE STATION IS 0.5 M (1.6 FT) EAST OF THE EAST EDGE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2495 ***********************************************************************
 DO2495  DESIGNATION -  6092
 DO2495  PID         -  DO2495
 DO2495  STATE/COUNTY-  NJ/CUMBERLAND
 DO2495  COUNTRY     -  US
 DO2495  USGS QUAD   -  BRIDGETON (2019)
 DO2495
 DO2495                         *CURRENT SURVEY CONTROL
 DO2495  ______________________________________________________________________
 DO2495* NAD 83(1986) POSITION- 39 24 54.80   (N) 075 09 17.24   (W)   HD_HELD1
 DO2495* NAVD 88 ORTHO HEIGHT -    24.739 (meters)       81.16  (feet) ADJUSTED
 DO2495  ______________________________________________________________________
 DO2495  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 DO2495  DYNAMIC HEIGHT  -         24.727 (meters)       81.13  (feet) COMP
 DO2495  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 DO2495
 DO2495  VERT ORDER      -  FIRST     CLASS II
 DO2495
 DO2495.The horizontal coordinates were determined by differentially corrected
 DO2495.hand held GPS observations or other comparable positioning techniques
 DO2495.and have an estimated accuracy of +/- 3 meters.
 DO2495
 DO2495.The orthometric height was determined by differential leveling and
 DO2495.adjusted by the NATIONAL GEODETIC SURVEY
 DO2495.in April 2013.
 DO2495
 DO2495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2495.GEOID18 height accuracy estimate available here.
 DO2495
 DO2495.Click photographs - Photos may exist for this station.
 DO2495
 DO2495.The dynamic height is computed by dividing the NAVD 88
 DO2495.geopotential number by the normal gravity value computed on the
 DO2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2495.degrees latitude (g = 980.6199 gals.).
 DO2495
 DO2495.The modeled gravity was interpolated from observed gravity values.
 DO2495
 DO2495;                    North         East    Units  Estimated Accuracy
 DO2495;SPC NJ       -    64,798.2      93,616.4     MT  (+/- 3 meters HH1 GPS) 
 DO2495
 DO2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8667562867(NAD 83)
 DO2495
 DO2495                          SUPERSEDED SURVEY CONTROL
 DO2495
 DO2495.No superseded survey control is available for this station.
 DO2495
 DO2495_MARKER: DD = SURVEY DISK
 DO2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2495_STAMPING: 6092
 DO2495_MARK LOGO: NJDCED
 DO2495_PROJECTION: RECESSED 46 CENTIMETERS
 DO2495_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2495+STABILITY: SURFACE MOTION
 DO2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2495+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2011
 DO2495
 DO2495  HISTORY     - Date     Condition        Report By
 DO2495  HISTORY     - 1936     MONUMENTED       NJDCED
 DO2495  HISTORY     - 20110523 GOOD             NJGS
 DO2495
 DO2495                          STATION DESCRIPTION
 DO2495
 DO2495'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2495'THE STATION IS LOCATED IN FAIRFIELD TOWNSHIP, ON THE SOUTHSIDE OF THE
 DO2495'BRIDGETON-MILLVILLE PIKE (NJ STATE ROUTE 49).
 DO2495'
 DO2495'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ STATE
 DO2495'ROUTE 49) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2495'4.4 MI (7.1 KM) EAST ON ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2495'
 DO2495'THE STATION IS 82.6 FT (25.2 M) SOUTH-SOUTHEAST OF POLE NUMBER 53235
 DO2495'ACROSS THE ROAD FROM HOUSE NUMBER 1388, 100.4 FT (30.6 M) SOUTHWEST OF
 DO2495'POLE NUMBER 53236 IN FRONT OF HOUSE NUMBER 1392, 94.5 FT (28.8 M)
 DO2495'SOUTH OF THE SOUTH FACE OF A SMALL CONCRETE BLOCK BUILDING BETWEEN THE
 DO2495'TWO HOUSES, 66.5 FT (20.3 M) WEST OF THE CENTER OF AN INLET ON THE
 DO2495'SOUTHSIDE OF THE SOUTHBOUND LANES, 212.5 WEST OF MILEPOST 30, 34.8 FT
 DO2495'(10.6 M) SOUTH OF THE CENTERLINE OF ROUTE 49, 6 FT (1.8 M) SOUTH OF A
 DO2495'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2529 ***********************************************************************
 DO2529  DESIGNATION -  6093
 DO2529  PID         -  DO2529
 DO2529  STATE/COUNTY-  NJ/CUMBERLAND
 DO2529  COUNTRY     -  US
 DO2529  USGS QUAD   -  BRIDGETON (2019)
 DO2529
 DO2529                         *CURRENT SURVEY CONTROL
 DO2529  ______________________________________________________________________
 DO2529* NAD 83(1986) POSITION- 39 24 37.51   (N) 075 07 41.81   (W)   HD_HELD1
 DO2529* NAVD 88 ORTHO HEIGHT -    31.392 (meters)      102.99  (feet) ADJUSTED
 DO2529  ______________________________________________________________________
 DO2529  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 DO2529  DYNAMIC HEIGHT  -         31.376 (meters)      102.94  (feet) COMP
 DO2529  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 DO2529
 DO2529  VERT ORDER      -  FIRST     CLASS II
 DO2529
 DO2529.The horizontal coordinates were determined by differentially corrected
 DO2529.hand held GPS observations or other comparable positioning techniques
 DO2529.and have an estimated accuracy of +/- 3 meters.
 DO2529
 DO2529.The orthometric height was determined by differential leveling and
 DO2529.adjusted by the NATIONAL GEODETIC SURVEY
 DO2529.in April 2013.
 DO2529
 DO2529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2529.GEOID18 height accuracy estimate available here.
 DO2529
 DO2529.Click photographs - Photos may exist for this station.
 DO2529
 DO2529.The dynamic height is computed by dividing the NAVD 88
 DO2529.geopotential number by the normal gravity value computed on the
 DO2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2529.degrees latitude (g = 980.6199 gals.).
 DO2529
 DO2529.The modeled gravity was interpolated from observed gravity values.
 DO2529
 DO2529;                    North         East    Units  Estimated Accuracy
 DO2529;SPC NJ       -    64,248.8      95,895.3     MT  (+/- 3 meters HH1 GPS) 
 DO2529
 DO2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8895662330(NAD 83)
 DO2529
 DO2529                          SUPERSEDED SURVEY CONTROL
 DO2529
 DO2529.No superseded survey control is available for this station.
 DO2529
 DO2529_MARKER: DD = SURVEY DISK
 DO2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2529_STAMPING: 6093
 DO2529_MARK LOGO: NJDCED
 DO2529_PROJECTION: RECESSED 5 CENTIMETERS
 DO2529_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2529+STABILITY: SURFACE MOTION
 DO2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2529+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2024
 DO2529
 DO2529  HISTORY     - Date     Condition        Report By
 DO2529  HISTORY     - UNK      MONUMENTED       NJDCED
 DO2529  HISTORY     - 20110705 GOOD             NJGS
 DO2529  HISTORY     - 20200330 GOOD             NJGS
 DO2529  HISTORY     - 20240131 GOOD             NJGS
 DO2529
 DO2529                          STATION DESCRIPTION
 DO2529
 DO2529'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2529'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE SOUTH SIDE OF
 DO2529'STATE HIGHWAY 49 AT THE T-JUNCTION WITH NABB AVENUE TO THE NORTH.
 DO2529'
 DO2529'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2529'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO ABOUT
 DO2529'5.0 MI (8.0 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE LEFT.
 DO2529'
 DO2529'THE STATION IS AT A FENCE LINE ON THE SOUTH SIDE OF ROUTE 49, 1.0 FT
 DO2529'(0.3 M) WEST OF A WITNESS POST, 46.5 FT (14.2 M) SOUTH OF THE
 DO2529'CENTERLINE OF ROUTE 49, 17.6 FT (5.4 M) SOUTH OF THE SOUTH EDGE OF
 DO2529'PAVING OF ROUTE 49, 8.7 FT (2.7 M) EAST OF THE EXTENDED CENTERLINE OF
 DO2529'NABB AVENUE (COUNTY ROAD 634), 30.5 FT (9.3 M) SOUTHEAST OF A POLE
 DO2529'WITH NO NUMBER, 82.0 FT (25.0 M) SOUTHWEST AND ACROSS ROUTE 49 FROM
 DO2529'POLE NUMBER 32.
 DO2529
 DO2529                          STATION RECOVERY (2020)
 DO2529
 DO2529'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DO2529'THE MARK IS 30.5 FT (9.3 M) SOUTHEAST OF POLE MV3491.
 DO2529
 DO2529                          STATION RECOVERY (2024)
 DO2529
 DO2529'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DO2529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2532 ***********************************************************************
 DO2532  DESIGNATION -  6094
 DO2532  PID         -  DO2532
 DO2532  STATE/COUNTY-  NJ/CUMBERLAND
 DO2532  COUNTRY     -  US
 DO2532  USGS QUAD   -  MILLVILLE (2019)
 DO2532
 DO2532                         *CURRENT SURVEY CONTROL
 DO2532  ______________________________________________________________________
 DO2532* NAD 83(1986) POSITION- 39 24 12.54   (N) 075 05 22.02   (W)   HD_HELD1
 DO2532* NAVD 88 ORTHO HEIGHT -    27.124 (meters)       88.99  (feet) ADJUSTED
 DO2532  ______________________________________________________________________
 DO2532  GEOID HEIGHT    -        -33.875 (meters)                     GEOID18
 DO2532  DYNAMIC HEIGHT  -         27.110 (meters)       88.94  (feet) COMP
 DO2532  MODELED GRAVITY -    980,120.9   (mgal)                       NAVD 88
 DO2532
 DO2532  VERT ORDER      -  FIRST     CLASS II
 DO2532
 DO2532.The horizontal coordinates were determined by differentially corrected
 DO2532.hand held GPS observations or other comparable positioning techniques
 DO2532.and have an estimated accuracy of +/- 3 meters.
 DO2532
 DO2532.The orthometric height was determined by differential leveling and
 DO2532.adjusted by the NATIONAL GEODETIC SURVEY
 DO2532.in April 2013.
 DO2532
 DO2532.No vertical observational check was made to the station.
 DO2532
 DO2532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2532.GEOID18 height accuracy estimate available here.
 DO2532
 DO2532.Click photographs - Photos may exist for this station.
 DO2532
 DO2532.The dynamic height is computed by dividing the NAVD 88
 DO2532.geopotential number by the normal gravity value computed on the
 DO2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2532.degrees latitude (g = 980.6199 gals.).
 DO2532
 DO2532.The modeled gravity was interpolated from observed gravity values.
 DO2532
 DO2532;                    North         East    Units  Estimated Accuracy
 DO2532;SPC NJ       -    63,456.2      99,234.2     MT  (+/- 3 meters HH1 GPS) 
 DO2532
 DO2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9229861556(NAD 83)
 DO2532
 DO2532                          SUPERSEDED SURVEY CONTROL
 DO2532
 DO2532.No superseded survey control is available for this station.
 DO2532
 DO2532_MARKER: DD = SURVEY DISK
 DO2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2532_STAMPING: 6094
 DO2532_MARK LOGO: NJDCED
 DO2532_PROJECTION: RECESSED 61 CENTIMETERS
 DO2532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2532+STABILITY: SURFACE MOTION
 DO2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2532+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2011
 DO2532
 DO2532  HISTORY     - Date     Condition        Report By
 DO2532  HISTORY     - UNK      MONUMENTED       NJDCED
 DO2532  HISTORY     - 20110705 GOOD             NJGS
 DO2532
 DO2532                          STATION DESCRIPTION
 DO2532
 DO2532'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2532'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE SOUTH SIDE OF
 DO2532'NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET).
 DO2532'
 DO2532'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 DO2532'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO ABOUT
 DO2532'2.8 MI (4.5 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE LEFT.
 DO2532'
 DO2532'THE STATION IS 0.8 FT (24 CM) WEST OF A WITNESS POST, 29.2 FT (8.9 M)
 DO2532'SOUTH OF THE CENTERLINE OF ROUTE 49, 7.5 FT (2.3 M) SOUTH OF THE SOUTH
 DO2532'EDGE OF PAVING OF ROUTE 49, 81.6 FT (24.9 M) SOUTH-SOUTHEAST OF POLE
 DO2532'NUMBER BT67-320 1613MV, 74.5 FT (22.7 M) SOUTHWEST AND ACROSS THE ROAD
 DO2532'FROM A FIRE HYDRANT, 81.6 FT (24.9 M) SOUTHWEST OF POLE NUMBER 321
 DO2532'1612MV, 36.8 FT (11.2 M) WEST OF POLE NUMBER MV4093, 47.5 FT (14.5 M)
 DO2532'WEST OF THE CENTERLINE OF THE DRIVEWAY FOR HOUSE NUMBER 1935 59.3 FT
 DO2532'(18.1 M) WEST OF THE RANGE OF THE WEST WALL TO THE HOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8555 ***********************************************************************
 AA8555  DESIGNATION -  6096 A
 AA8555  PID         -  AA8555
 AA8555  STATE/COUNTY-  NJ/SALEM
 AA8555  COUNTRY     -  US
 AA8555  USGS QUAD   -  SALEM (2019)
 AA8555
 AA8555                         *CURRENT SURVEY CONTROL
 AA8555  ______________________________________________________________________
 AA8555* NAD 83(1986) POSITION- 39 32 30.2    (N) 075 24 18.7    (W)   HD_HELD2
 AA8555* NAVD 88 ORTHO HEIGHT -     8.594 (meters)       28.20  (feet) ADJUSTED
 AA8555  ______________________________________________________________________
 AA8555  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 AA8555  DYNAMIC HEIGHT  -          8.590 (meters)       28.18  (feet) COMP
 AA8555  MODELED GRAVITY -    980,115.9   (mgal)                       NAVD 88
 AA8555
 AA8555  VERT ORDER      -  FIRST     CLASS II
 AA8555
 AA8555.The horizontal coordinates were established by autonomous hand held GPS
 AA8555.observations and have an estimated accuracy of +/- 10 meters.
 AA8555
 AA8555.The orthometric height was determined by differential leveling and
 AA8555.adjusted by the NATIONAL GEODETIC SURVEY
 AA8555.in October 1996.
 AA8555
 AA8555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8555.GEOID18 height accuracy estimate available here.
 AA8555
 AA8555.Click photographs - Photos may exist for this station.
 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       -    79,028.       72,195.      MT  (+/- 10 meters HH2 GPS)
 AA8555
 AA8555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6518276973(NAD 83)
 AA8555
 AA8555                          SUPERSEDED SURVEY CONTROL
 AA8555
 AA8555.No superseded survey control is available for this station.
 AA8555
 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 - October 12, 2007
 AA8555
 AA8555  HISTORY     - Date     Condition        Report By
 AA8555  HISTORY     - 1984     MONUMENTED       NJGS
 AA8555  HISTORY     - 19940919 GOOD             NJGS
 AA8555  HISTORY     - 20071012 GOOD             GEOCAC
 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.
 AA8555
 AA8555                          STATION RECOVERY (2007)
 AA8555
 AA8555'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 AA8555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6352 ***********************************************************************
 KV6352  DESIGNATION -  61 01 NJ 78
 KV6352  PID         -  KV6352
 KV6352  STATE/COUNTY-  NJ/BURLINGTON
 KV6352  COUNTRY     -  US
 KV6352  USGS QUAD   -  BRISTOL (2019)
 KV6352
 KV6352                         *CURRENT SURVEY CONTROL
 KV6352  ______________________________________________________________________
 KV6352* NAD 83(1996) POSITION- 40 07 08.08827(N) 074 47 07.15817(W)   NO CHECK
 KV6352* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6352  ______________________________________________________________________
 KV6352  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 KV6352  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 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
 KV6352.No horizontal observational check was made to the station.
 KV6352
 KV6352.The orthometric height was scaled from a topographic map.
 KV6352
 KV6352.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6352.GEOID18 height accuracy estimate available here.
 KV6352
 KV6352.Click photographs - Photos may exist for this station.
 KV6352
 KV6352.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6352
 KV6352. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000505  x   0.99990728  =   0.99991233
 KV6352!SPC PA S     -   1.00000505  x   0.99997617  =   0.99998122
 KV6352!UTM  18      -   1.00000505  x   0.99960412  =   0.99960916
 KV6352
 KV6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1829340977(NAD 83)
 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
 KV6352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6352.See file dsdata.pdf to determine how the superseded data were derived.
 KV6352
 KV6352_MARKER: Z = SEE DESCRIPTION
 KV6352_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6353 ***********************************************************************
 KV6353  DESIGNATION -  61 02 NJ 78
 KV6353  PID         -  KV6353
 KV6353  STATE/COUNTY-  NJ/BURLINGTON
 KV6353  COUNTRY     -  US
 KV6353  USGS QUAD   -  TRENTON EAST (2019)
 KV6353
 KV6353                         *CURRENT SURVEY CONTROL
 KV6353  ______________________________________________________________________
 KV6353* NAD 83(1996) POSITION- 40 07 50.18108(N) 074 44 28.88889(W)   NO CHECK
 KV6353* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6353  ______________________________________________________________________
 KV6353  GEOID HEIGHT    -        -32.813 (meters)                     GEOID18
 KV6353  LAPLACE CORR    -          4.07  (seconds)                    DEFLEC18
 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
 KV6353.No horizontal observational check was made to the station.
 KV6353
 KV6353.The orthometric height was scaled from a topographic map.
 KV6353
 KV6353.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6353.GEOID18 height accuracy estimate available here.
 KV6353
 KV6353.Click photographs - Photos may exist for this station.
 KV6353
 KV6353.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6353
 KV6353. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2203542285(NAD 83)
 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
 KV6353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6353.See file dsdata.pdf to determine how the superseded data were derived.
 KV6353
 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 = JULY 24, 2026 22:12:30 EDT
 KV6354 ***********************************************************************
 KV6354  DESIGNATION -  61 03 NJ 78
 KV6354  PID         -  KV6354
 KV6354  STATE/COUNTY-  NJ/BURLINGTON
 KV6354  COUNTRY     -  US
 KV6354  USGS QUAD   -  BRISTOL (2019)
 KV6354
 KV6354                         *CURRENT SURVEY CONTROL
 KV6354  ______________________________________________________________________
 KV6354* NAD 83(1996) POSITION- 40 07 16.46861(N) 074 45 10.98651(W)   ADJUSTED
 KV6354* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6354  ______________________________________________________________________
 KV6354  GEOID HEIGHT    -        -32.806 (meters)                     GEOID18
 KV6354  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6354.GEOID18 height accuracy estimate available here.
 KV6354
 KV6354.Click photographs - Photos may exist for this station.
 KV6354
 KV6354.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6354
 KV6354. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2104241243(NAD 83)
 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
 KV6354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6354.See file dsdata.pdf to determine how the superseded data were derived.
 KV6354
 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 = JULY 24, 2026 22:12:30 EDT
 KV6355 ***********************************************************************
 KV6355  DESIGNATION -  61 04 NJ 78
 KV6355  PID         -  KV6355
 KV6355  STATE/COUNTY-  NJ/BURLINGTON
 KV6355  COUNTRY     -  US
 KV6355  USGS QUAD   -  BRISTOL (2019)
 KV6355
 KV6355                         *CURRENT SURVEY CONTROL
 KV6355  ______________________________________________________________________
 KV6355* NAD 83(1996) POSITION- 40 07 26.60723(N) 074 45 56.86005(W)   ADJUSTED
 KV6355* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6355  ______________________________________________________________________
 KV6355  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 KV6355  LAPLACE CORR    -          3.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6355.GEOID18 height accuracy estimate available here.
 KV6355
 KV6355.Click photographs - Photos may exist for this station.
 KV6355
 KV6355.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6355
 KV6355. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000505  x   0.99990632  =   0.99991136
 KV6355!SPC PA S     -   1.00000505  x   0.99997566  =   0.99998071
 KV6355!UTM  18      -   1.00000505  x   0.99960490  =   0.99960994
 KV6355
 KV6355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1995541552(NAD 83)
 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
 KV6355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6355.See file dsdata.pdf to determine how the superseded data were derived.
 KV6355
 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 = JULY 24, 2026 22:12:30 EDT
 KV6360 ***********************************************************************
 KV6360  DESIGNATION -  61 09 NJ 78
 KV6360  PID         -  KV6360
 KV6360  STATE/COUNTY-  NJ/BURLINGTON
 KV6360  COUNTRY     -  US
 KV6360  USGS QUAD   -  BRISTOL (2019)
 KV6360
 KV6360                         *CURRENT SURVEY CONTROL
 KV6360  ______________________________________________________________________
 KV6360* NAD 83(1996) POSITION- 40 04 54.14286(N) 074 52 26.36419(W)   ADJUSTED
 KV6360* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6360  ______________________________________________________________________
 KV6360  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 KV6360  LAPLACE CORR    -          3.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6360.GEOID18 height accuracy estimate available here.
 KV6360
 KV6360.Click photographs - Photos may exist for this station.
 KV6360
 KV6360.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6360
 KV6360. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1074336833(NAD 83)
 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
 KV6360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6360.See file dsdata.pdf to determine how the superseded data were derived.
 KV6360
 KV6360_MARKER: Z = SEE DESCRIPTION
 KV6360_SETTING: 0 = UNSPECIFIED SETTING
 KV6360_MARK LOGO: NOS
 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 = JULY 24, 2026 22:12:30 EDT
 JU4173 ***********************************************************************
 JU4173  DESIGNATION -  61 19 NJ 78
 JU4173  PID         -  JU4173
 JU4173  STATE/COUNTY-  NJ/CAMDEN
 JU4173  COUNTRY     -  US
 JU4173  USGS QUAD   -  CAMDEN (2019)
 JU4173
 JU4173                         *CURRENT SURVEY CONTROL
 JU4173  ______________________________________________________________________
 JU4173* NAD 83(1996) POSITION- 39 58 52.88276(N) 075 04 05.66968(W)   ADJUSTED
 JU4173* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU4173  ______________________________________________________________________
 JU4173  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 JU4173  LAPLACE CORR    -          2.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4173.GEOID18 height accuracy estimate available here.
 JU4173
 JU4173.Click photographs - Photos may exist for this station.
 JU4173
 JU4173.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4173
 JU4173. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000506  x   0.99992899  =   0.99993405
 JU4173!SPC PA S     -   1.00000506  x   0.99999284  =   0.99999790
 JU4173!UTM  18      -   1.00000506  x   0.99960042  =   0.99960547
 JU4173
 JU4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9417325690(NAD 83)
 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
 JU4173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4173.See file dsdata.pdf to determine how the superseded data were derived.
 JU4173
 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 = JULY 24, 2026 22:12:30 EDT
 JU4174 ***********************************************************************
 JU4174  DESIGNATION -  61 20 NJ 78
 JU4174  PID         -  JU4174
 JU4174  STATE/COUNTY-  NJ/CAMDEN
 JU4174  COUNTRY     -  US
 JU4174  USGS QUAD   -  CAMDEN (2019)
 JU4174
 JU4174                         *CURRENT SURVEY CONTROL
 JU4174  ______________________________________________________________________
 JU4174* NAD 83(1996) POSITION- 39 58 14.07754(N) 075 05 19.95265(W)   NO CHECK
 JU4174* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU4174  ______________________________________________________________________
 JU4174  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 JU4174  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 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
 JU4174.No horizontal observational check was made to the station.
 JU4174
 JU4174.The orthometric height was scaled from a topographic map.
 JU4174
 JU4174.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4174.GEOID18 height accuracy estimate available here.
 JU4174
 JU4174.Click photographs - Photos may exist for this station.
 JU4174
 JU4174.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4174
 JU4174. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000506  x   0.99993114  =   0.99993620
 JU4174!SPC PA S     -   1.00000506  x   0.99999438  =   0.99999944
 JU4174!UTM  18      -   1.00000506  x   0.99960071  =   0.99960577
 JU4174
 JU4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9241024495(NAD 83)
 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
 JU4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4174.See file dsdata.pdf to determine how the superseded data were derived.
 JU4174
 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 = JULY 24, 2026 22:12:30 EDT
 JU4175 ***********************************************************************
 JU4175  DESIGNATION -  61 21 NJ 78
 JU4175  PID         -  JU4175
 JU4175  STATE/COUNTY-  NJ/CAMDEN
 JU4175  COUNTRY     -  US
 JU4175  USGS QUAD   -  CAMDEN (2019)
 JU4175
 JU4175                         *CURRENT SURVEY CONTROL
 JU4175  ______________________________________________________________________
 JU4175* NAD 83(1996) POSITION- 39 57 27.37153(N) 075 06 44.95990(W)   NO CHECK
 JU4175* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU4175  ______________________________________________________________________
 JU4175  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 JU4175  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 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
 JU4175.No horizontal observational check was made to the station.
 JU4175
 JU4175.The orthometric height was scaled from a topographic map.
 JU4175
 JU4175.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4175.GEOID18 height accuracy estimate available here.
 JU4175
 JU4175.Click photographs - Photos may exist for this station.
 JU4175
 JU4175.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4175
 JU4175. The following values were computed from the NAD 83(1996) position.
 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  =   0.99993876
 JU4175!SPC PA S     -   1.00000506  x   0.99999629  =   1.00000135
 JU4175!UTM  18      -   1.00000506  x   0.99960114  =   0.99960620
 JU4175
 JU4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9039223057(NAD 83)
 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
 JU4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4175.See file dsdata.pdf to determine how the superseded data were derived.
 JU4175
 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 = JULY 24, 2026 22:12:30 EDT
 JU4176 ***********************************************************************
 JU4176  DESIGNATION -  61 22 NJ 78
 JU4176  PID         -  JU4176
 JU4176  STATE/COUNTY-  NJ/GLOUCESTER
 JU4176  COUNTRY     -  US
 JU4176  USGS QUAD   -  WOODBURY (2019)
 JU4176
 JU4176                         *CURRENT SURVEY CONTROL
 JU4176  ______________________________________________________________________
 JU4176* NAD 83(1996) POSITION- 39 51 11.52466(N) 075 14 01.95781(W)   ADJUSTED
 JU4176* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU4176  ______________________________________________________________________
 JU4176  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 JU4176  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4176.GEOID18 height accuracy estimate available here.
 JU4176
 JU4176.Click photographs - Photos may exist for this station.
 JU4176
 JU4176.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4176
 JU4176. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000507  x   0.99994853  =   0.99995360
 JU4176!SPC PA S     -   1.00000507  x   1.00001350  =   1.00001857
 JU4176!UTM  18      -   1.00000507  x   0.99960493  =   0.99960999
 JU4176
 JU4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7999311490(NAD 83)
 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
 JU4176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4176.See file dsdata.pdf to determine how the superseded data were derived.
 JU4176
 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 = JULY 24, 2026 22:12:30 EDT
 JU4177 ***********************************************************************
 JU4177  DESIGNATION -  61 23 NJ 78
 JU4177  PID         -  JU4177
 JU4177  STATE/COUNTY-  NJ/GLOUCESTER
 JU4177  COUNTRY     -  US
 JU4177  USGS QUAD   -  BRIDGEPORT (2019)
 JU4177
 JU4177                         *CURRENT SURVEY CONTROL
 JU4177  ______________________________________________________________________
 JU4177* NAD 83(1996) POSITION- 39 50 44.00277(N) 075 17 40.99781(W)   ADJUSTED
 JU4177* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU4177  ______________________________________________________________________
 JU4177  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 JU4177  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4177.GEOID18 height accuracy estimate available here.
 JU4177
 JU4177.Click photographs - Photos may exist for this station.
 JU4177
 JU4177.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4177
 JU4177. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7478610657(NAD 83)
 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
 JU4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4177.See file dsdata.pdf to determine how the superseded data were derived.
 JU4177
 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 = JULY 24, 2026 22:12:30 EDT
 JU4180 ***********************************************************************
 JU4180  DESIGNATION -  61 26 NJ 78
 JU4180  PID         -  JU4180
 JU4180  STATE/COUNTY-  NJ/GLOUCESTER
 JU4180  COUNTRY     -  US
 JU4180  USGS QUAD   -  BRIDGEPORT (2019)
 JU4180
 JU4180                         *CURRENT SURVEY CONTROL
 JU4180  ______________________________________________________________________
 JU4180* NAD 83(1996) POSITION- 39 49 44.27135(N) 075 21 29.43601(W)   ADJUSTED
 JU4180* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU4180  ______________________________________________________________________
 JU4180  GEOID HEIGHT    -        -32.998 (meters)                     GEOID18
 JU4180  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4180.GEOID18 height accuracy estimate available here.
 JU4180
 JU4180.Click photographs - Photos may exist for this station.
 JU4180
 JU4180.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4180
 JU4180. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000491  x   0.99961157  =   0.99961648
 JU4180
 JU4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6934908835(NAD 83)
 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
 JU4180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4180.See file dsdata.pdf to determine how the superseded data were derived.
 JU4180
 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 = JULY 24, 2026 22:12:30 EDT
 JU4182 ***********************************************************************
 JU4182  DESIGNATION -  61 28 NJ 78
 JU4182  PID         -  JU4182
 JU4182  STATE/COUNTY-  NJ/GLOUCESTER
 JU4182  COUNTRY     -  US
 JU4182  USGS QUAD   -  MARCUS HOOK (2019)
 JU4182
 JU4182                         *CURRENT SURVEY CONTROL
 JU4182  ______________________________________________________________________
 JU4182* NAD 83(1996) POSITION- 39 48 04.99035(N) 075 24 12.93249(W)   ADJUSTED
 JU4182* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU4182  ______________________________________________________________________
 JU4182  GEOID HEIGHT    -        -33.000 (meters)                     GEOID18
 JU4182  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4182.GEOID18 height accuracy estimate available here.
 JU4182
 JU4182.Click photographs - Photos may exist for this station.
 JU4182
 JU4182.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4182
 JU4182. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000507  x   0.99997369  =   0.99997876
 JU4182!SPC PA S     -   1.00000507  x   1.00002325  =   1.00002832
 JU4182!UTM  18      -   1.00000507  x   0.99961470  =   0.99961976
 JU4182
 JU4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6544905791(NAD 83)
 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
 JU4182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4182.See file dsdata.pdf to determine how the superseded data were derived.
 JU4182
 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 = JULY 24, 2026 22:12:30 EDT
 DP5845 ***********************************************************************
 DP5845  DESIGNATION -  6126
 DP5845  PID         -  DP5845
 DP5845  STATE/COUNTY-  NJ/MIDDLESEX
 DP5845  COUNTRY     -  US
 DP5845  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5845
 DP5845                         *CURRENT SURVEY CONTROL
 DP5845  ______________________________________________________________________
 DP5845* NAD 83(1986) POSITION- 40 18 29.15   (N) 074 31 03.99   (W)   HD_HELD1
 DP5845* NAVD 88 ORTHO HEIGHT -    29.511 (meters)       96.82  (feet) ADJUSTED
 DP5845  ______________________________________________________________________
 DP5845  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 DP5845  DYNAMIC HEIGHT  -         29.499 (meters)       96.78  (feet) COMP
 DP5845  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 DP5845
 DP5845  VERT ORDER      -  FIRST     CLASS II
 DP5845
 DP5845.The horizontal coordinates were determined by differentially corrected
 DP5845.hand held GPS observations or other comparable positioning techniques
 DP5845.and have an estimated accuracy of +/- 3 meters.
 DP5845
 DP5845.The orthometric height was determined by differential leveling and
 DP5845.adjusted by the NATIONAL GEODETIC SURVEY
 DP5845.in April 2015.
 DP5845
 DP5845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5845.GEOID18 height accuracy estimate available here.
 DP5845
 DP5845.Click photographs - Photos may exist for this station.
 DP5845
 DP5845.The dynamic height is computed by dividing the NAVD 88
 DP5845.geopotential number by the normal gravity value computed on the
 DP5845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5845.degrees latitude (g = 980.6199 gals.).
 DP5845
 DP5845.The modeled gravity was interpolated from observed gravity values.
 DP5845
 DP5845;                    North         East    Units  Estimated Accuracy
 DP5845;SPC NJ       -   163,721.5     148,489.1     MT  (+/- 3 meters HH1 GPS) 
 DP5845
 DP5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4097762065(NAD 83)
 DP5845
 DP5845                          SUPERSEDED SURVEY CONTROL
 DP5845
 DP5845.No superseded survey control is available for this station.
 DP5845
 DP5845_MARKER: DD = SURVEY DISK
 DP5845_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DP5845_STAMPING: 6126
 DP5845_MARK LOGO: NJDCED
 DP5845_PROJECTION: FLUSH
 DP5845_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5845+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2014
 DP5845
 DP5845  HISTORY     - Date     Condition        Report By
 DP5845  HISTORY     - 1936     MONUMENTED       NJGS
 DP5845  HISTORY     - 20140204 GOOD             NJGS
 DP5845
 DP5845                          STATION DESCRIPTION
 DP5845
 DP5845'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5845'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF
 DP5845'MONMOUTH JUNCTION, 5.1 MI (8.2 KM) SOUTHWEST OF JAMESBURG AND 2.7 MI
 DP5845'(4.3 KM) NORTH OF HIGHTSTOWN, IN CRANBURY TOWNSHIP, IN THE TOWN OF
 DP5845'CRANBURY.
 DP5845'
 DP5845'TO REACH FROM THE INTERSECTION OF OLD TRENTON ROAD (COUNTY ROUTE 535)
 DP5845'AND SOUTH MAIN STREET (COUNTY ROUTE 539), GO 0.35 MI (0.6 KM) NORTH OF
 DP5845'SOUTH MAIN STREET TO THE STATION ON THE LEFT.
 DP5845'
 DP5845'THE STATION IS 3.6 FT (1.1 M) NORTHWEST OF THE NORTHWEST CURB OF SOUTH
 DP5845'MAIN STREET, 0.8 FT (24 CM) SOUTHEAST OF THE SOUTHEAST EDGE OF A BRICK
 DP5845'SIDEWALK, 16.1 FT (4.9 M) SOUTH OF THE SOUTHWEST CORNER OF A HOUSE
 DP5845'(CIRCA 1790) 8.6 FT (2.6 M) NORTHEAST OF THE NORTHEAST WALL OF THE
 DP5845'CRANBURY INN, ACROSS THE STREET, 42.1 FT (12.8 M) NORTHEAST OF POLE
 DP5845'NUMBER B60417CB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5834 ***********************************************************************
 DP5834  DESIGNATION -  6154 A
 DP5834  PID         -  DP5834
 DP5834  STATE/COUNTY-  NJ/MERCER
 DP5834  COUNTRY     -  US
 DP5834  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5834
 DP5834                         *CURRENT SURVEY CONTROL
 DP5834  ______________________________________________________________________
 DP5834* NAD 83(1986) POSITION- 40 16 18.38   (N) 074 31 19.70   (W)   HD_HELD1
 DP5834* NAVD 88 ORTHO HEIGHT -    26.937 (meters)       88.38  (feet) ADJUSTED
 DP5834  ______________________________________________________________________
 DP5834  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 DP5834  DYNAMIC HEIGHT  -         26.925 (meters)       88.34  (feet) COMP
 DP5834  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 DP5834
 DP5834  VERT ORDER      -  FIRST     CLASS II
 DP5834
 DP5834.The horizontal coordinates were determined by differentially corrected
 DP5834.hand held GPS observations or other comparable positioning techniques
 DP5834.and have an estimated accuracy of +/- 3 meters.
 DP5834
 DP5834.The orthometric height was determined by differential leveling and
 DP5834.adjusted by the NATIONAL GEODETIC SURVEY
 DP5834.in April 2015.
 DP5834
 DP5834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5834.GEOID18 height accuracy estimate available here.
 DP5834
 DP5834.Click photographs - Photos may exist for this station.
 DP5834
 DP5834.The dynamic height is computed by dividing the NAVD 88
 DP5834.geopotential number by the normal gravity value computed on the
 DP5834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5834.degrees latitude (g = 980.6199 gals.).
 DP5834
 DP5834.The modeled gravity was interpolated from observed gravity values.
 DP5834
 DP5834;                    North         East    Units  Estimated Accuracy
 DP5834;SPC NJ       -   159,688.5     148,117.2     MT  (+/- 3 meters HH1 GPS) 
 DP5834
 DP5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4062758031(NAD 83)
 DP5834
 DP5834                          SUPERSEDED SURVEY CONTROL
 DP5834
 DP5834.No superseded survey control is available for this station.
 DP5834
 DP5834_MARKER: DD = SURVEY DISK
 DP5834_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP5834_SP_SET: SIDEWALK
 DP5834_STAMPING: 6154 A
 DP5834_MARK LOGO: NJGS
 DP5834_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5834+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DP5834
 DP5834  HISTORY     - Date     Condition        Report By
 DP5834  HISTORY     - 1983     MONUMENTED       NJGS
 DP5834  HISTORY     - 20140226 GOOD             NJGS
 DP5834
 DP5834                          STATION DESCRIPTION
 DP5834
 DP5834'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5834'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF JAMESBURG,
 DP5834'4.4 MI (7.1 KM) NORTHWEST OF ROOSEVELT AND IN THE TOWN OF HIGHTSTOWN,
 DP5834'NJ.
 DP5834'
 DP5834'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE T-JUNCTION OF
 DP5834'NORTH MAIN STREET (COUNTY ROUTE 539) AND BANK STREET.
 DP5834'
 DP5834'THE STATION IS 19 FT (5.8 M) NORTH OF A MANHOLE IN BANK STREET, 50 FT
 DP5834'(15.2 M) NORTHEAST AND ACROSS THE STREET FROM A FIRE HYDRANT, 12.3 FT
 DP5834'(3.7 M) SOUTHWEST OF POLE NUMBER JC164HB, 10.2 FT (3.1 M) EAST OF POLE
 DP5834'NUMBER JC860H, 29 FT (8.8 M) WEST-NORTHWEST OF THE CENTERLINE OF NORTH
 DP5834'MAIN STREET, 19 FT (5.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF BANK
 DP5834'STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9956 ***********************************************************************
 DP9956  DESIGNATION -  6156
 DP9956  PID         -  DP9956
 DP9956  STATE/COUNTY-  NJ/MONMOUTH
 DP9956  COUNTRY     -  US
 DP9956  USGS QUAD   -  KEYPORT (2016)
 DP9956
 DP9956                         *CURRENT SURVEY CONTROL
 DP9956  ______________________________________________________________________
 DP9956* NAD 83(1986) POSITION- 40 25 21.01   (N) 074 13 16.26   (W)   HD_HELD1
 DP9956* NAVD 88 ORTHO HEIGHT -    11.483 (meters)       37.67  (feet) ADJUSTED
 DP9956  ______________________________________________________________________
 DP9956  GEOID HEIGHT    -        -32.373 (meters)                     GEOID18
 DP9956  DYNAMIC HEIGHT  -         11.478 (meters)       37.66  (feet) COMP
 DP9956  MODELED GRAVITY -    980,221.9   (mgal)                       NAVD 88
 DP9956
 DP9956  VERT ORDER      -  FIRST     CLASS II
 DP9956
 DP9956.The horizontal coordinates were determined by differentially corrected
 DP9956.hand held GPS observations or other comparable positioning techniques
 DP9956.and have an estimated accuracy of +/- 3 meters.
 DP9956
 DP9956.The orthometric height was determined by differential leveling and
 DP9956.adjusted by the NATIONAL GEODETIC SURVEY
 DP9956.in February 2016.
 DP9956
 DP9956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9956.GEOID18 height accuracy estimate available here.
 DP9956
 DP9956.Click photographs - Photos may exist for this station.
 DP9956
 DP9956.The dynamic height is computed by dividing the NAVD 88
 DP9956.geopotential number by the normal gravity value computed on the
 DP9956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9956.degrees latitude (g = 980.6199 gals.).
 DP9956
 DP9956.The modeled gravity was interpolated from observed gravity values.
 DP9956
 DP9956;                    North         East    Units  Estimated Accuracy
 DP9956;SPC NJ       -   176,461.2     173,659.5     MT  (+/- 3 meters HH1 GPS) 
 DP9956
 DP9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6606874943(NAD 83)
 DP9956
 DP9956                          SUPERSEDED SURVEY CONTROL
 DP9956
 DP9956.No superseded survey control is available for this station.
 DP9956
 DP9956_MARKER: DD = SURVEY DISK
 DP9956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9956_STAMPING: 6156
 DP9956_MARK LOGO: NJDCED
 DP9956_PROJECTION: RECESSED 5 CENTIMETERS
 DP9956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9956+STABILITY: SURFACE MOTION
 DP9956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9956+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9956
 DP9956  HISTORY     - Date     Condition        Report By
 DP9956  HISTORY     - 1937     MONUMENTED       NJDCED
 DP9956  HISTORY     - 20150317 GOOD             NJGS
 DP9956
 DP9956                          STATION DESCRIPTION
 DP9956
 DP9956'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9956'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF SOUTH AMBOY
 DP9956'JUNCTION, 5.3 MI (8.5 KM) SOUTHEAST OF SOUTH AMBOY AND 1.3 MI (2.1 KM)
 DP9956'WEST-SOUTHWEST OF KEYPORT, IN ABERDEEN TOWNSHIP.
 DP9956'
 DP9956'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF MAIN STREET (COUNTY
 DP9956'ROUTE 516) IN FRONT OF HOUSE NUMBER 154 IN BETWEEN THE CURB AND
 DP9956'SIDEWALK.
 DP9956'
 DP9956'THE STATION IS ABOUT 135 FT (41.1 M) SOUTHWEST OF THE CENTERLINE
 DP9956'EXTENDED OF SUYDAM PLACE, 230 FT (70.1 M) NORTHEAST OF THE CENTERLINE
 DP9956'OF DOCK STREET, 21.4 FT (6.5 M) SOUTH-SOUTHEAST OF THE SOUTHEAST
 DP9956'CORNER OF HOUSE NUMBER 154, 17.2 FT (5.2 M) SOUTHWEST OF POLE NUMBER
 DP9956'BT357MNT, 24 FT (7.3 M) NORTHWEST OF THE CENTERLINE OF MAIN STREET,
 DP9956'1.5 FT (0.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK, 35.3
 DP9956'FT (10.8 M) NORTHEAST OF A MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5846 ***********************************************************************
 DP5846  DESIGNATION -  6157
 DP5846  PID         -  DP5846
 DP5846  STATE/COUNTY-  NJ/MERCER
 DP5846  COUNTRY     -  US
 DP5846  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5846
 DP5846                         *CURRENT SURVEY CONTROL
 DP5846  ______________________________________________________________________
 DP5846* NAD 83(1986) POSITION- 40 16 07.41   (N) 074 32 11.83   (W)   HD_HELD1
 DP5846* NAVD 88 ORTHO HEIGHT -    37.681 (meters)      123.63  (feet) ADJUSTED
 DP5846  ______________________________________________________________________
 DP5846  GEOID HEIGHT    -        -32.746 (meters)                     GEOID18
 DP5846  DYNAMIC HEIGHT  -         37.665 (meters)      123.57  (feet) COMP
 DP5846  MODELED GRAVITY -    980,197.9   (mgal)                       NAVD 88
 DP5846
 DP5846  VERT ORDER      -  FIRST     CLASS II
 DP5846
 DP5846.The horizontal coordinates were determined by differentially corrected
 DP5846.hand held GPS observations or other comparable positioning techniques
 DP5846.and have an estimated accuracy of +/- 3 meters.
 DP5846
 DP5846.The orthometric height was determined by differential leveling and
 DP5846.adjusted by the NATIONAL GEODETIC SURVEY
 DP5846.in April 2015.
 DP5846
 DP5846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5846.GEOID18 height accuracy estimate available here.
 DP5846
 DP5846.Click photographs - Photos may exist for this station.
 DP5846
 DP5846.The dynamic height is computed by dividing the NAVD 88
 DP5846.geopotential number by the normal gravity value computed on the
 DP5846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5846.degrees latitude (g = 980.6199 gals.).
 DP5846
 DP5846.The modeled gravity was interpolated from observed gravity values.
 DP5846
 DP5846;                    North         East    Units  Estimated Accuracy
 DP5846;SPC NJ       -   159,350.5     146,885.5     MT  (+/- 3 meters HH1 GPS) 
 DP5846
 DP5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3939857686(NAD 83)
 DP5846
 DP5846                          SUPERSEDED SURVEY CONTROL
 DP5846
 DP5846.No superseded survey control is available for this station.
 DP5846
 DP5846_MARKER: DD = SURVEY DISK
 DP5846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5846_STAMPING: 6157
 DP5846_MARK LOGO: NJDCED
 DP5846_PROJECTION: RECESSED 20 CENTIMETERS
 DP5846_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5846+STABILITY: SURFACE MOTION
 DP5846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5846+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DP5846
 DP5846  HISTORY     - Date     Condition        Report By
 DP5846  HISTORY     - UNK      MONUMENTED       NJDCED
 DP5846  HISTORY     - 20140226 GOOD             NJGS
 DP5846  HISTORY     - 20240315 MARK NOT FOUND   NJGS
 DP5846
 DP5846                          STATION DESCRIPTION
 DP5846
 DP5846'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5846'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DP5846'ALLENTOWN, 4.7 MI (7.6 KM) NORTHWEST OF ROOSEVELT AND 0.7 MI (1.1 KM)
 DP5846'WEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5846'
 DP5846'THE STATION IS IN THE FRONT LAWN OF HOUSE NUMBER 392 ON THE NORTH SIDE
 DP5846'OF MORRISON AVENUE.  THE STATION IS ABOUT 0.1 MI (0.2 KM) EAST ON
 DP5846'MORRISON AVENUE FROM THE JUNCTION WITH DUTCH NECK ROAD.
 DP5846'
 DP5846'THE STATION IS 4.2 FT (1.3 M) NORTH OF THE NORTH CURB OF MORRISON
 DP5846'AVENUE, 18 FT (5.5 M) NORTH OF THE CENTERLINE OF MORRISON AVENUE, 11.1
 DP5846'FT (3.4 M) EAST OF POLE NUMBER 40636EW, 45.1 FT (13.7 M) SOUTHWEST OF
 DP5846'THE SOUTHEAST CORNER OF THE FRONT PORCH TO HOUSE NUMBER 392, 47.8 FT
 DP5846'(14.6 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE.
 DP5846
 DP5846                          STATION RECOVERY (2024)
 DP5846
 DP5846'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DP5846'TIES MATCHED LEADING TO AN AREA ON THE FRONT LAWN OF THE HOUSE,
 DP5846'HOWEVER WHILE PROBING THIS AREA, NO MONUMENT WAS FOUND.  GROUND IN THE
 DP5846'IMMEDIATE AREA OF TIES WAS SOFTER THAN SURROUNDING AREA POSSIBLY FROM
 DP5846'THE REMOVAL OF THE MONUMENT DURING SOME TYPE OF CONSTRUCTION.  MARK
 DP5846'PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5818 ***********************************************************************
 DP5818  DESIGNATION -  6185
 DP5818  PID         -  DP5818
 DP5818  STATE/COUNTY-  NJ/MONMOUTH
 DP5818  COUNTRY     -  US
 DP5818  USGS QUAD   -  JAMESBURG (2019)
 DP5818
 DP5818                         *CURRENT SURVEY CONTROL
 DP5818  ______________________________________________________________________
 DP5818* NAD 83(1986) POSITION- 40 15 41.92   (N) 074 23 56.74   (W)   HD_HELD1
 DP5818* NAVD 88 ORTHO HEIGHT -    49.117 (meters)      161.14  (feet) ADJUSTED
 DP5818  ______________________________________________________________________
 DP5818  GEOID HEIGHT    -        -32.435 (meters)                     GEOID18
 DP5818  DYNAMIC HEIGHT  -         49.097 (meters)      161.08  (feet) COMP
 DP5818  MODELED GRAVITY -    980,212.0   (mgal)                       NAVD 88
 DP5818
 DP5818  VERT ORDER      -  FIRST     CLASS II
 DP5818
 DP5818.The horizontal coordinates were determined by differentially corrected
 DP5818.hand held GPS observations or other comparable positioning techniques
 DP5818.and have an estimated accuracy of +/- 3 meters.
 DP5818
 DP5818.The orthometric height was determined by differential leveling and
 DP5818.adjusted by the NATIONAL GEODETIC SURVEY
 DP5818.in April 2015.
 DP5818
 DP5818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5818.GEOID18 height accuracy estimate available here.
 DP5818
 DP5818.Click photographs - Photos may exist for this station.
 DP5818
 DP5818.The dynamic height is computed by dividing the NAVD 88
 DP5818.geopotential number by the normal gravity value computed on the
 DP5818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5818.degrees latitude (g = 980.6199 gals.).
 DP5818
 DP5818.The modeled gravity was interpolated from observed gravity values.
 DP5818
 DP5818;                    North         East    Units  Estimated Accuracy
 DP5818;SPC NJ       -   158,568.6     158,582.9     MT  (+/- 3 meters HH1 GPS) 
 DP5818
 DP5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5109656971(NAD 83)
 DP5818
 DP5818                          SUPERSEDED SURVEY CONTROL
 DP5818
 DP5818.No superseded survey control is available for this station.
 DP5818
 DP5818_MARKER: DD = SURVEY DISK
 DP5818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5818_STAMPING: 6185
 DP5818_MARK LOGO: NJDCED
 DP5818_PROJECTION: RECESSED 15 CENTIMETERS
 DP5818_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5818+STABILITY: SURFACE MOTION
 DP5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5818+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5818
 DP5818  HISTORY     - Date     Condition        Report By
 DP5818  HISTORY     - 1940     MONUMENTED       NJDCED
 DP5818  HISTORY     - 20140312 GOOD             NJGS
 DP5818
 DP5818                          STATION DESCRIPTION
 DP5818
 DP5818'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5818'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF FREEHOLD, 6.6 MI
 DP5818'(10.6 KM) EAST OF HIGHTSTOWN AND 4.9 MI (7.9 KM) NORTHEAST OF
 DP5818'ROOSEVELT, IN MANALAPAN TOWNSHIP.
 DP5818'
 DP5818'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 33 AND IRON ORE
 DP5818'ROAD, GO 0.3 MI (0.5 KM) NORTHWEST ON IRON ORE ROAD TO THE STATION ON
 DP5818'THE RIGHT.
 DP5818'
 DP5818'THE STATION IS 42.3 FT (12.9 M) NORTHWEST OF POLE NUMBER JC90075, 69.9
 DP5818'FT (21.3 M) SOUTHEAST OF POLE NUMBER JC90074, 54.6 FT (16.6 M) EAST OF
 DP5818'THE CENTER OF A TRIPLE TRUNK SASSAFRAS TREE, 36.6 FT (11.2 M)
 DP5818'NORTHEAST OF A 36 INCH (91 CM) SASSAFRAS TREE, 44.7 FT (13.6 M)
 DP5818'NORTH-NORTHEAST OF A 30 INCH (76 CM) SASSAFRAS TREE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9975 ***********************************************************************
 DP9975  DESIGNATION -  6214
 DP9975  PID         -  DP9975
 DP9975  STATE/COUNTY-  NJ/MONMOUTH
 DP9975  COUNTRY     -  US
 DP9975  USGS QUAD   -  MARLBORO (2016)
 DP9975
 DP9975                         *CURRENT SURVEY CONTROL
 DP9975  ______________________________________________________________________
 DP9975* NAD 83(1986) POSITION- 40 17 56.03   (N) 074 10 34.87   (W)   HD_HELD1
 DP9975* NAVD 88 ORTHO HEIGHT -    27.327 (meters)       89.66  (feet) ADJUSTED
 DP9975  ______________________________________________________________________
 DP9975  GEOID HEIGHT    -        -32.385 (meters)                     GEOID18
 DP9975  DYNAMIC HEIGHT  -         27.316 (meters)       89.62  (feet) COMP
 DP9975  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 DP9975
 DP9975  VERT ORDER      -  FIRST     CLASS II
 DP9975
 DP9975.The horizontal coordinates were determined by differentially corrected
 DP9975.hand held GPS observations or other comparable positioning techniques
 DP9975.and have an estimated accuracy of +/- 3 meters.
 DP9975
 DP9975.The orthometric height was determined by differential leveling and
 DP9975.adjusted by the NATIONAL GEODETIC SURVEY
 DP9975.in February 2016.
 DP9975
 DP9975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9975.GEOID18 height accuracy estimate available here.
 DP9975
 DP9975.Click photographs - Photos may exist for this station.
 DP9975
 DP9975.The dynamic height is computed by dividing the NAVD 88
 DP9975.geopotential number by the normal gravity value computed on the
 DP9975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9975.degrees latitude (g = 980.6199 gals.).
 DP9975
 DP9975.The modeled gravity was interpolated from observed gravity values.
 DP9975
 DP9975;                    North         East    Units  Estimated Accuracy
 DP9975;SPC NJ       -   162,750.2     177,513.9     MT  (+/- 3 meters HH1 GPS) 
 DP9975
 DP9975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6999961258(NAD 83)
 DP9975
 DP9975                          SUPERSEDED SURVEY CONTROL
 DP9975
 DP9975.No superseded survey control is available for this station.
 DP9975
 DP9975_MARKER: DD = SURVEY DISK
 DP9975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9975_STAMPING: 6214
 DP9975_MARK LOGO: CGS+SS
 DP9975_PROJECTION: FLUSH
 DP9975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9975+STABILITY: SURFACE MOTION
 DP9975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9975+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2020
 DP9975
 DP9975  HISTORY     - Date     Condition        Report By
 DP9975  HISTORY     - 1935     MONUMENTED       NJDCED
 DP9975  HISTORY     - 20150317 GOOD             NJGS
 DP9975  HISTORY     - 20200512 GOOD             NJGS
 DP9975
 DP9975                          STATION DESCRIPTION
 DP9975
 DP9975'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9975'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF ADELPHIA,
 DP9975'5.8 MI (9.3 KM) EAST-NORTHEAST OF FREEHOLD AND 3.9 MI (6.3 KM)
 DP9975'EAST-SOUTHEAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9975'
 DP9975'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 34 AND COUNTY
 DP9975'ROAD (COUNTY ROUTE 537), IN COLTS NECK, GO 0.8 MI (1.3 KM)
 DP9975'NORTH-NORTHWEST TO THE STATION ON THE LEFT, AT THE NORTHWEST CORNER OF
 DP9975'THE JUNCTION OF STATE ROUTE 34 AND FLOCK ROAD/PHALANX ROAD.
 DP9975'
 DP9975'THE STATION IS 91 FT (27.7 M) SOUTH-SOUTHEAST OF A POLE, 2.7 FT (0.8
 DP9975'M) WEST OF THE WEST CURB OF ROUTE 34, 6.2 FT (1.9 M) NORTH OF A
 DP9975'TRAFFIC SIGN POST, 12.2 FT (3.7 M) EAST OF AN ELECTRICAL MANHOLE, 35
 DP9975'FT (10.7 M) NORTHWEST OF THE CENTERLINE OF FLOCK ROAD, 35 FT (10.7 M)
 DP9975'WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE 34.
 DP9975
 DP9975                          STATION RECOVERY (2020)
 DP9975
 DP9975'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DP9975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9973 ***********************************************************************
 DP9973  DESIGNATION -  6217
 DP9973  PID         -  DP9973
 DP9973  STATE/COUNTY-  NJ/MONMOUTH
 DP9973  COUNTRY     -  US
 DP9973  USGS QUAD   -  MARLBORO (2016)
 DP9973
 DP9973                         *CURRENT SURVEY CONTROL
 DP9973  ______________________________________________________________________
 DP9973* NAD 83(1986) POSITION- 40 19 04.36   (N) 074 11 04.75   (W)   HD_HELD1
 DP9973* NAVD 88 ORTHO HEIGHT -    25.647 (meters)       84.14  (feet) ADJUSTED
 DP9973  ______________________________________________________________________
 DP9973  GEOID HEIGHT    -        -32.358 (meters)                     GEOID18
 DP9973  DYNAMIC HEIGHT  -         25.637 (meters)       84.11  (feet) COMP
 DP9973  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 DP9973
 DP9973  VERT ORDER      -  FIRST     CLASS II
 DP9973
 DP9973.The horizontal coordinates were determined by differentially corrected
 DP9973.hand held GPS observations or other comparable positioning techniques
 DP9973.and have an estimated accuracy of +/- 3 meters.
 DP9973
 DP9973.The orthometric height was determined by differential leveling and
 DP9973.adjusted by the NATIONAL GEODETIC SURVEY
 DP9973.in February 2016.
 DP9973
 DP9973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9973.GEOID18 height accuracy estimate available here.
 DP9973
 DP9973.Click photographs - Photos may exist for this station.
 DP9973
 DP9973.The dynamic height is computed by dividing the NAVD 88
 DP9973.geopotential number by the normal gravity value computed on the
 DP9973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9973.degrees latitude (g = 980.6199 gals.).
 DP9973
 DP9973.The modeled gravity was interpolated from observed gravity values.
 DP9973
 DP9973;                    North         East    Units  Estimated Accuracy
 DP9973;SPC NJ       -   164,855.0     176,800.8     MT  (+/- 3 meters HH1 GPS) 
 DP9973
 DP9973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6927463358(NAD 83)
 DP9973
 DP9973                          SUPERSEDED SURVEY CONTROL
 DP9973
 DP9973.No superseded survey control is available for this station.
 DP9973
 DP9973_MARKER: DD = SURVEY DISK
 DP9973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9973_STAMPING: 6217
 DP9973_MARK LOGO: CGS+SS
 DP9973_PROJECTION: RECESSED 15 CENTIMETERS
 DP9973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9973+STABILITY: SURFACE MOTION
 DP9973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9973+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9973
 DP9973  HISTORY     - Date     Condition        Report By
 DP9973  HISTORY     - 1935     MONUMENTED       NJDCED
 DP9973  HISTORY     - 20150317 GOOD             NJGS
 DP9973
 DP9973                          STATION DESCRIPTION
 DP9973
 DP9973'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9973'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF
 DP9973'ADELPHIA, 6.2 MI (10.0 KM) NORTHEAST OF FREEHOLD AND 3.3 MI (5.3 KM)
 DP9973'EAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9973'
 DP9973'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 34 AND COUNTY
 DP9973'ROAD (COUNTY ROUTE 537), IN COLTS NECK, GO 2.2 MI (3.5 KM)
 DP9973'NORTH-NORTHWEST TO THE STATION ON THE LEFT, STATION IS IN THE FRON
 DP9973'YARD OF  HOUSE NUMBER 784.
 DP9973'
 DP9973'IT IS 15.4 FT (4.7 M) SOUTHEAST OF THE CENTERLINE OF THE NORTHERLY
 DP9973'DIRT DRIVEWAY LEADING TO THE HOUSE, 52.2 FT (15.9 M) NORTH-NORTHWEST
 DP9973'OF A POLE WITH NO NUMBER, 24 FT (7.3 M) WEST-SOUTHWEST OF THE
 DP9973'CENTERLINE OF ROUTE 34, 5 FT (1.5 M) WEST-SOUTHWEST OF THE WEST EDGE
 DP9973'OF PAVING OF ROUTE 34.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9970 ***********************************************************************
 DP9970  DESIGNATION -  6218
 DP9970  PID         -  DP9970
 DP9970  STATE/COUNTY-  NJ/MONMOUTH
 DP9970  COUNTRY     -  US
 DP9970  USGS QUAD   -  MARLBORO (2016)
 DP9970
 DP9970                         *CURRENT SURVEY CONTROL
 DP9970  ______________________________________________________________________
 DP9970* NAD 83(1986) POSITION- 40 20 42.72   (N) 074 11 43.96   (W)   HD_HELD1
 DP9970* NAVD 88 ORTHO HEIGHT -    22.083 (meters)       72.45  (feet) ADJUSTED
 DP9970  ______________________________________________________________________
 DP9970  GEOID HEIGHT    -        -32.339 (meters)                     GEOID18
 DP9970  DYNAMIC HEIGHT  -         22.074 (meters)       72.42  (feet) COMP
 DP9970  MODELED GRAVITY -    980,218.7   (mgal)                       NAVD 88
 DP9970
 DP9970  VERT ORDER      -  FIRST     CLASS II
 DP9970
 DP9970.The horizontal coordinates were determined by differentially corrected
 DP9970.hand held GPS observations or other comparable positioning techniques
 DP9970.and have an estimated accuracy of +/- 3 meters.
 DP9970
 DP9970.The orthometric height was determined by differential leveling and
 DP9970.adjusted by the NATIONAL GEODETIC SURVEY
 DP9970.in February 2016.
 DP9970
 DP9970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9970.GEOID18 height accuracy estimate available here.
 DP9970
 DP9970.Click photographs - Photos may exist for this station.
 DP9970
 DP9970.The dynamic height is computed by dividing the NAVD 88
 DP9970.geopotential number by the normal gravity value computed on the
 DP9970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9970.degrees latitude (g = 980.6199 gals.).
 DP9970
 DP9970.The modeled gravity was interpolated from observed gravity values.
 DP9970
 DP9970;                    North         East    Units  Estimated Accuracy
 DP9970;SPC NJ       -   167,885.4     175,864.7     MT  (+/- 3 meters HH1 GPS) 
 DP9970
 DP9970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6832166382(NAD 83)
 DP9970
 DP9970                          SUPERSEDED SURVEY CONTROL
 DP9970
 DP9970.No superseded survey control is available for this station.
 DP9970
 DP9970_MARKER: DD = SURVEY DISK
 DP9970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9970_STAMPING: 6218
 DP9970_MARK LOGO: CGS+SS
 DP9970_PROJECTION: RECESSED 15 CENTIMETERS
 DP9970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9970+STABILITY: SURFACE MOTION
 DP9970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9970+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2014
 DP9970
 DP9970  HISTORY     - Date     Condition        Report By
 DP9970  HISTORY     - 1935     MONUMENTED       NJDCED
 DP9970  HISTORY     - 20141119 GOOD             NJGS
 DP9970
 DP9970                          STATION DESCRIPTION
 DP9970
 DP9970'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP9970'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHEAST OF FREEHOLD,
 DP9970'6.1 MI (9.8 KM) SOUTH OF KEYPORT AND 3.4 MI (5.5 KM) NORTHEAST OF
 DP9970'MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9970'
 DP9970'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE JUNCTION OF
 DP9970'NEW JERSEY ROUTE 34 AND NEWMAN SPRINGS ROAD (COUNTY ROUTE 520), 0.6 MI
 DP9970'(1.0 KM) WEST OF HOLMDEL.
 DP9970'
 DP9970'THE STATION IS ABOUT 100 FT (30.5 M) SOUTH OF THE CENTERLINE OF NEWMAN
 DP9970'SPRINGS ROAD, 17.9 FT (5.5 M) NORTH OF THE NORTHEAST CORNER OF A
 DP9970'CULVERT (STRUCTURE NUMBER 1308/1309, MILEPOST 17.37) SPANNING WILLOW
 DP9970'BROOK, 37.5 FT (11.4 M) WEST OF THE CENTERLINE OF ROUTE 34, 7.8 FT
 DP9970'(2.4 M) SOUTH-SOUTHWEST OF POLE NUMBER JC47CN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7144 ***********************************************************************
 KV7144  DESIGNATION -  6219
 KV7144  PID         -  KV7144
 KV7144  STATE/COUNTY-  NJ/MONMOUTH
 KV7144  COUNTRY     -  US
 KV7144  USGS QUAD   -  MARLBORO (2016)
 KV7144
 KV7144                         *CURRENT SURVEY CONTROL
 KV7144  ______________________________________________________________________
 KV7144* NAD 83(2011) POSITION- 40 20 56.40505(N) 074 11 42.57857(W)   ADJUSTED
 KV7144* NAD 83(2011) ELLIP HT-    -2.731 (meters)        (06/27/12)   ADJUSTED
 KV7144* NAD 83(2011) EPOCH   -  2010.00
 KV7144* NAVD 88 ORTHO HEIGHT -    29.597 (meters)       97.10  (feet) ADJUSTED
 KV7144  ______________________________________________________________________
 KV7144  GEOID HEIGHT    -        -32.339 (meters)                     GEOID18
 KV7144  NAD 83(2011) X  -  1,325,775.703 (meters)                     COMP
 KV7144  NAD 83(2011) Y  - -4,683,682.040 (meters)                     COMP
 KV7144  NAD 83(2011) Z  -  4,107,593.826 (meters)                     COMP
 KV7144  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 KV7144  DYNAMIC HEIGHT  -         29.585 (meters)       97.06  (feet) COMP
 KV7144  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 KV7144
 KV7144  VERT ORDER      -  FIRST     CLASS II
 KV7144
 KV7144  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7144  Standards:
 KV7144         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7144            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7144  -------------------------------------------------------------------
 KV7144  NETWORK    0.37   0.63           0.16   0.14   0.32      0.16188748
 KV7144  -------------------------------------------------------------------
 KV7144  Click here for local accuracies and other accuracy information.
 KV7144
 KV7144.The horizontal coordinates were established by GPS observations
 KV7144.and adjusted by the National Geodetic Survey in June 2012.
 KV7144
 KV7144.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7144.been affixed to the stable North American tectonic plate. See 
 KV7144.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7144
 KV7144.The horizontal coordinates are valid at the epoch date displayed above
 KV7144.which is a decimal equivalence of Year/Month/Day.
 KV7144
 KV7144.The orthometric height was determined by differential leveling and
 KV7144.adjusted by the NATIONAL GEODETIC SURVEY
 KV7144.in February 2016.
 KV7144
 KV7144.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7144.GEOID18 height accuracy estimate available here.
 KV7144
 KV7144.Click photographs - Photos may exist for this station.
 KV7144
 KV7144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7144
 KV7144.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7144
 KV7144.The ellipsoidal height was determined by GPS observations
 KV7144.and is referenced to NAD 83.
 KV7144
 KV7144.The dynamic height is computed by dividing the NAVD 88
 KV7144.geopotential number by the normal gravity value computed on the
 KV7144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV7144.degrees latitude (g = 980.6199 gals.).
 KV7144
 KV7144.The modeled gravity was interpolated from observed gravity values.
 KV7144
 KV7144. The following values were computed from the NAD 83(2011) position.
 KV7144
 KV7144;                    North         East     Units Scale Factor Converg.
 KV7144;SPC NJ       -   168,307.548   175,895.822   MT  0.99990825   +0 11 50.5
 KV7144;SPC NJ       -   552,189.01    577,084.88   sFT  0.99990825   +0 11 50.5
 KV7144;UTM  18      - 4,466,804.954   568,350.173   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  =   0.99965794
 KV7144
 KV7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6835066804(NAD 83)
 KV7144
 KV7144                          SUPERSEDED SURVEY CONTROL
 KV7144
 KV7144  NAD 83(2007)-  40 20 56.40545(N)    074 11 42.57907(W) AD(2002.00) 0
 KV7144  ELLIP H (02/10/07)   -2.719  (m)                       GP(2002.00)    
 KV7144  ELLIP H (10/23/02)   -2.709  (m)                       GP(       ) 4 1
 KV7144  NAD 83(1996)-  40 20 56.40550(N)    074 11 42.57929(W) AD(       ) 1
 KV7144  ELLIP H (05/14/99)   -2.716  (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)   -2.777  (m)                       GP(       ) 3 1
 KV7144  NAVD 88 (09/14/94)   29.6    (m)  GEOID93  model used  GPS OBS        
 KV7144
 KV7144.Superseded values are not recommended for survey control.
 KV7144
 KV7144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7144.See file dsdata.pdf to determine how the superseded data were derived.
 KV7144
 KV7144_MARKER: DD = SURVEY DISK
 KV7144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7144_STAMPING: 6219
 KV7144_MARK LOGO: CGS+SS
 KV7144_PROJECTION: RECESSED 46 CENTIMETERS
 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 - May 18, 2020
 KV7144
 KV7144  HISTORY     - Date     Condition        Report By
 KV7144  HISTORY     - 1935     MONUMENTED       NJGS
 KV7144  HISTORY     - 19930809 GOOD             NJGS
 KV7144  HISTORY     - 20060309 GOOD             INDIV
 KV7144  HISTORY     - 20141103 GOOD             NJGS
 KV7144  HISTORY     - 20150317 GOOD             NJGS
 KV7144  HISTORY     - 20200518 GOOD             NJGS
 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
 KV7144
 KV7144                          STATION RECOVERY (2014)
 KV7144
 KV7144'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV7144'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHEAST OF FREEHOLD,
 KV7144'5.8 MI (9.3 KM) SOUTH OF KEYPORT AND 3.6 MI (5.8 KM) NORTHEAST OF
 KV7144'MARLBORO, IN HOLMDEL TOWNSHIP.
 KV7144'
 KV7144'TO REACH FROM THE INTERSECTION OF NEWMAN-SPRINGS ROAD/MAIN STREET
 KV7144'(COUNTY ROUTE 520) AND NEW JERSEY STATE ROUTE 34, GO 0.25 MI (0.4 KM)
 KV7144'NORTH ON ROUTE 34 TO THE STATION ON THE RIGHT.
 KV7144'
 KV7144'THE STATION IS 9 FT (2.7 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVING
 KV7144'OF ROUTE 34, 33.8 FT (10.3 M) SOUTHEAST OF THE CENTERLINE OF ROUTE 34,
 KV7144'71.7 FT (21.9 M) SOUTHEAST AND ACROSS THE HIGHWAY FROM POLE NUMBER
 KV7144'JC243HML, ABOUT 274 FT (83.5 M) EAST-NORTHEAST OF A RECTANGULAR SIGN (
 KV7144'MATAWAN 4 MI., OLD BRIDGE 6 MI.), 1.5 FT (0.5 M) NORTHWEST OF A
 KV7144'WITNESS SIGN.
 KV7144
 KV7144                          STATION RECOVERY (2015)
 KV7144
 KV7144'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV7144'RECOVERED IN GOOD CONDITION.
 KV7144'
 KV7144'NOTE-ADDITIONS-THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHEAST
 KV7144'OF FREEHOLD, 5.8 MI (9.3 KM) SOUTH OF KEYPORT AND 3.6 MI (5.8 KM)
 KV7144'NORTHEAST OF MARLBORO, IN HOLMDEL TOWNSHIP.
 KV7144'
 KV7144'THE STATION IS 1.5 FT (0.5 M) WEST OF A WITNESS SIGN.
 KV7144
 KV7144                          STATION RECOVERY (2020)
 KV7144
 KV7144'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9954 ***********************************************************************
 DP9954  DESIGNATION -  6226
 DP9954  PID         -  DP9954
 DP9954  STATE/COUNTY-  NJ/MONMOUTH
 DP9954  COUNTRY     -  US
 DP9954  USGS QUAD   -  KEYPORT (2016)
 DP9954
 DP9954                         *CURRENT SURVEY CONTROL
 DP9954  ______________________________________________________________________
 DP9954* NAD 83(1986) POSITION- 40 25 33.37   (N) 074 12 49.58   (W)   HD_HELD1
 DP9954* NAVD 88 ORTHO HEIGHT -    11.604 (meters)       38.07  (feet) ADJUSTED
 DP9954  ______________________________________________________________________
 DP9954  GEOID HEIGHT    -        -32.369 (meters)                     GEOID18
 DP9954  DYNAMIC HEIGHT  -         11.599 (meters)       38.05  (feet) COMP
 DP9954  MODELED GRAVITY -    980,222.2   (mgal)                       NAVD 88
 DP9954
 DP9954  VERT ORDER      -  FIRST     CLASS II
 DP9954
 DP9954.The horizontal coordinates were determined by differentially corrected
 DP9954.hand held GPS observations or other comparable positioning techniques
 DP9954.and have an estimated accuracy of +/- 3 meters.
 DP9954
 DP9954.The orthometric height was determined by differential leveling and
 DP9954.adjusted by the NATIONAL GEODETIC SURVEY
 DP9954.in February 2016.
 DP9954
 DP9954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9954.GEOID18 height accuracy estimate available here.
 DP9954
 DP9954.Click photographs - Photos may exist for this station.
 DP9954
 DP9954.The dynamic height is computed by dividing the NAVD 88
 DP9954.geopotential number by the normal gravity value computed on the
 DP9954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9954.degrees latitude (g = 980.6199 gals.).
 DP9954
 DP9954.The modeled gravity was interpolated from observed gravity values.
 DP9954
 DP9954;                    North         East    Units  Estimated Accuracy
 DP9954;SPC NJ       -   176,844.4     174,287.1     MT  (+/- 3 meters HH1 GPS) 
 DP9954
 DP9954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6669375330(NAD 83)
 DP9954
 DP9954                          SUPERSEDED SURVEY CONTROL
 DP9954
 DP9954.No superseded survey control is available for this station.
 DP9954
 DP9954_MARKER: DD = SURVEY DISK
 DP9954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9954_STAMPING: 6226
 DP9954_MARK LOGO: CGS+SS
 DP9954_PROJECTION: RECESSED 8 CENTIMETERS
 DP9954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9954+STABILITY: SURFACE MOTION
 DP9954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9954+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9954
 DP9954  HISTORY     - Date     Condition        Report By
 DP9954  HISTORY     - 1937     MONUMENTED       NJDCED
 DP9954  HISTORY     - 20150317 GOOD             NJGS
 DP9954
 DP9954                          STATION DESCRIPTION
 DP9954
 DP9954'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9954'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF SOUTH AMBOY
 DP9954'JUNCTION, 5.4 MI (8.7 KM) SOUTHEAST OF SOUTH AMBOY AND 0.9 MI (1.4 KM)
 DP9954'SOUTHWEST OF KEYPORT, IN THE BOROUGH OF KEYPORT.
 DP9954'
 DP9954'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF LOWER MAIN STREET
 DP9954'(COUNTY ROUTE 516), ABOUT 193 FT (58.8 M) NORTHEAST OF THE CENTERLINE
 DP9954'EXTENDED OF MAPLE AVENUE, BETWEEN THE CURB AND SIDEWALK.
 DP9954'
 DP9954'THE STATION IS 92 FT (28.0 M) SOUTHWEST OF A FIRE HYDRANT, 24.7 FT
 DP9954'(7.5 M) SOUTHEAST OF THE CENTERLINE OF LOWER MAIN STREET, 1.2 FT (0.4
 DP9954'M) SOUTHEAST OF THE CURB, 47.2 SOUTHWEST OF POLE NUMBER JC76ABT, 53.3
 DP9954'FT (16.2 M) NORTHEAST OF POLE NUMBER JC75ABT, 46.9 FT (14.3 M)
 DP9954'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 1.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6269 ***********************************************************************
 KV6269  DESIGNATION -  6239
 KV6269  PID         -  KV6269
 KV6269  STATE/COUNTY-  NJ/MONMOUTH
 KV6269  COUNTRY     -  US
 KV6269  USGS QUAD   -  ASBURY PARK (2019)
 KV6269
 KV6269                         *CURRENT SURVEY CONTROL
 KV6269  ______________________________________________________________________
 KV6269* NAD 83(1986) POSITION- 40 10 35.     (N) 074 03 10.     (W)   SCALED
 KV6269* NAVD 88 ORTHO HEIGHT -    15.527 (meters)       50.94  (feet) ADJUSTED
 KV6269  ______________________________________________________________________
 KV6269  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 KV6269  DYNAMIC HEIGHT  -         15.519 (meters)       50.92  (feet) COMP
 KV6269  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 KV6269
 KV6269  VERT ORDER      -  FIRST     CLASS II
 KV6269
 KV6269.The horizontal coordinates were scaled from a map and have
 KV6269.an estimated accuracy of +/- 6 seconds.
 KV6269
 KV6269.The orthometric height was determined by differential leveling and
 KV6269.adjusted by the NATIONAL GEODETIC SURVEY
 KV6269.in June 1991.
 KV6269
 KV6269.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6269.GEOID18 height accuracy estimate available here.
 KV6269
 KV6269.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK806477(NAD 83)
 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
 KV6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6269.See file dsdata.pdf to determine how the superseded data were derived.
 KV6269
 KV6269_MARKER: DD = SURVEY DISK
 KV6269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6269_STAMPING: 6239
 KV6269_MARK LOGO: NJGS
 KV6269_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 DR5323 ***********************************************************************
 DR5323  DESIGNATION -  6265
 DR5323  PID         -  DR5323
 DR5323  STATE/COUNTY-  NJ/MONMOUTH
 DR5323  COUNTRY     -  US
 DR5323  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5323
 DR5323                         *CURRENT SURVEY CONTROL
 DR5323  ______________________________________________________________________
 DR5323* NAD 83(1986) POSITION- 40 23 58.71   (N) 073 59 16.93   (W)   HD_HELD1
 DR5323* NAVD 88 ORTHO HEIGHT -    17.707 (meters)       58.09  (feet) ADJUSTED
 DR5323  ______________________________________________________________________
 DR5323  GEOID HEIGHT    -        -32.578 (meters)                     GEOID18
 DR5323  DYNAMIC HEIGHT  -         17.699 (meters)       58.07  (feet) COMP
 DR5323  MODELED GRAVITY -    980,188.3   (mgal)                       NAVD 88
 DR5323
 DR5323  VERT ORDER      -  FIRST     CLASS II
 DR5323
 DR5323.The horizontal coordinates were determined by differentially corrected
 DR5323.hand held GPS observations or other comparable positioning techniques
 DR5323.and have an estimated accuracy of +/- 3 meters.
 DR5323
 DR5323.The orthometric height was determined by differential leveling and
 DR5323.adjusted by the NATIONAL GEODETIC SURVEY
 DR5323.in July 2020.
 DR5323
 DR5323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5323.GEOID18 height accuracy estimate available here.
 DR5323
 DR5323.Click photographs - Photos may exist for this station.
 DR5323
 DR5323.The dynamic height is computed by dividing the NAVD 88
 DR5323.geopotential number by the normal gravity value computed on the
 DR5323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5323.degrees latitude (g = 980.6199 gals.).
 DR5323
 DR5323.The modeled gravity was interpolated from observed gravity values.
 DR5323
 DR5323;                    North         East    Units  Estimated Accuracy
 DR5323;SPC NJ       -   174,011.4     193,458.4     MT  (+/- 3 meters HH1 GPS) 
 DR5323
 DR5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8587572606(NAD 83)
 DR5323
 DR5323                          SUPERSEDED SURVEY CONTROL
 DR5323
 DR5323.No superseded survey control is available for this station.
 DR5323
 DR5323_MARKER: DD = SURVEY DISK
 DR5323_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5323_SP_SET: TRAFFIC ISLAND
 DR5323_STAMPING: 6265
 DR5323_MARK LOGO: NJDCED
 DR5323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5323+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2017
 DR5323
 DR5323  HISTORY     - Date     Condition        Report By
 DR5323  HISTORY     - 1983     MONUMENTED       NJGS
 DR5323  HISTORY     - 20171122 GOOD             NJGS
 DR5323
 DR5323                          STATION DESCRIPTION
 DR5323
 DR5323'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 DR5323'THE STATION IS ABOUT 12.4 MI (20.0 KM) NORTH OF ASBURY PARK, 11.4 MI
 DR5323'(18.3 KM) EAST-SOUTHEAST OF KEYPORT AND 6.6 MI (10.6 KM) NORTH OF LONG
 DR5323'BRANCH, IN THE BOROUGH OF HIGHLANDS.
 DR5323'
 DR5323'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE ROUTE 36 BRIDGE
 DR5323'OVER SHREWSBURY RIVER, NEAR SANDY HOOK, GO 0.35 MI (0.56 KM) WEST ON
 DR5323'NEW JERSEY STATE ROUTE 36 NORTHBOUND TO THE INTERSECTION OF MILLER
 DR5323'STREET AND THE STATION ON THE LEFT.
 DR5323'
 DR5323'THE STATION IS IN THE CENTER OF THE CONCRETE TRAFFIC ISLAND BETWEEN
 DR5323'MILLER STREET ON THE NORTHSIDE OF NEW JERSEY STATE ROUTE 36 AND MILLER
 DR5323'STREET ON THE SOUTHSIDE OF NEW JERSEY STATE ROUTE 36.
 DR5323'
 DR5323'THE STATION IS 56 FT (17.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 DR5323'MILLER STREET TO THE SOUTH, 47.17 FT (14.4 M) EAST-NORTHEAST OF A
 DR5323'POWER LINE POLE NUMBERED BT200HB, 42.17 FT (12.9 M) WEST-NORTHWEST OF
 DR5323'THE CENTERLINE OF MILLER STREET TO THE NORTH, 39.25 FT (12.0 M)
 DR5323'NORTH-NORTHEAST OF EASTERN PILLAR OF STAIRS OF OUR LADY OF PERPETUAL
 DR5323'HELP CHURCH, IN THE MEDIAN OF NAVESINK AVENUE 5.17 FT (1.6 M)
 DR5323'WEST-NORTHWEST OF A SEWER VENT PIPE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5326 ***********************************************************************
 DR5326  DESIGNATION -  6266
 DR5326  PID         -  DR5326
 DR5326  STATE/COUNTY-  NJ/MONMOUTH
 DR5326  COUNTRY     -  US
 DR5326  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5326
 DR5326                         *CURRENT SURVEY CONTROL
 DR5326  ______________________________________________________________________
 DR5326* NAD 83(1986) POSITION- 40 23 53.02   (N) 073 59 04.29   (W)   HD_HELD1
 DR5326* NAVD 88 ORTHO HEIGHT -    17.847 (meters)       58.55  (feet) ADJUSTED
 DR5326  ______________________________________________________________________
 DR5326  GEOID HEIGHT    -        -32.586 (meters)                     GEOID18
 DR5326  DYNAMIC HEIGHT  -         17.839 (meters)       58.53  (feet) COMP
 DR5326  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 DR5326
 DR5326  VERT ORDER      -  FIRST     CLASS II
 DR5326
 DR5326.The horizontal coordinates were determined by differentially corrected
 DR5326.hand held GPS observations or other comparable positioning techniques
 DR5326.and have an estimated accuracy of +/- 3 meters.
 DR5326
 DR5326.The orthometric height was determined by differential leveling and
 DR5326.adjusted by the NATIONAL GEODETIC SURVEY
 DR5326.in July 2020.
 DR5326
 DR5326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5326.GEOID18 height accuracy estimate available here.
 DR5326
 DR5326.Click photographs - Photos may exist for this station.
 DR5326
 DR5326.The dynamic height is computed by dividing the NAVD 88
 DR5326.geopotential number by the normal gravity value computed on the
 DR5326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5326.degrees latitude (g = 980.6199 gals.).
 DR5326
 DR5326.The modeled gravity was interpolated from observed gravity values.
 DR5326
 DR5326;                    North         East    Units  Estimated Accuracy
 DR5326;SPC NJ       -   173,837.7     193,757.5     MT  (+/- 3 meters HH1 GPS) 
 DR5326
 DR5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8617572434(NAD 83)
 DR5326
 DR5326                          SUPERSEDED SURVEY CONTROL
 DR5326
 DR5326.No superseded survey control is available for this station.
 DR5326
 DR5326_MARKER: DD = SURVEY DISK
 DR5326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5326_STAMPING: 6266
 DR5326_MARK LOGO: NJDCED
 DR5326_PROJECTION: RECESSED 10 CENTIMETERS
 DR5326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5326+STABILITY: SURFACE MOTION
 DR5326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5326+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DR5326
 DR5326  HISTORY     - Date     Condition        Report By
 DR5326  HISTORY     - 1983     MONUMENTED       NJGS
 DR5326  HISTORY     - 20181002 GOOD             NJGS
 DR5326
 DR5326                          STATION DESCRIPTION
 DR5326
 DR5326'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DR5326'THE STATION IS ABOUT 12.4 MI (20.0 KM) NORTH OF ASBURY PARK, 11.6 MI
 DR5326'(18.7 KM) EAST-SOUTHEAST OF KEYPORT AND 6.5 MI (10.5 KM) NORTH OF LONG
 DR5326'BRANCH, IN THE BOROUGH OF HIGHLANDS.
 DR5326'
 DR5326'TO REACH FROM THE WEST END OF THE NEW JERSEY STATE ROUTE 36 BRIDGE
 DR5326'OVER THE SHREWSBURY RIVER, NEAR SANDY HOOK, GO 0.15 MI (0.24 KM) WEST
 DR5326'ON NEW JERSEY STATE ROUTE 36 NORTHBOUND TO THE STATION ON THE RIGHT.
 DR5326'
 DR5326'THE STATION IS IN FRONT OF RESIDENCE NUMBER 52, 120.75 FT (36.8 M)
 DR5326'NORTHWEST OF A POWER LINE POLE NUMBERED JC306, 50 FT (15.2 M)
 DR5326'SOUTHEAST OF THE CENTERLINE OF DRIVEWAY TO RESIDENCES NUMBER 52 AND
 DR5326'54, 31.75 FT (9.7 M) NORTHEAST OF THE CENTERLINE OF NEW JERSEY STATE
 DR5326'ROUTE 36, 26 FT (7.9 M) SOUTHEAST OF A POWER LINE POLE NUMBERED JC305,
 DR5326'8 FT (2.4 M) SOUTHWEST OF THE EAST 5 FT (1.5 M) TALL STONE PILLAR NAME
 DR5326'IDYL, 1.5 FT (0.5 M) NORTHEAST OF THE CURB OF NEW JERSEY STATE ROUTE
 DR5326'36.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0846 ***********************************************************************
 KU0846  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0846  DESIGNATION -  6267
 KU0846  PID         -  KU0846
 KU0846  STATE/COUNTY-  NJ/MONMOUTH
 KU0846  COUNTRY     -  US
 KU0846  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0846
 KU0846                         *CURRENT SURVEY CONTROL
 KU0846  ______________________________________________________________________
 KU0846* NAD 83(2011) POSITION- 40 23 47.80826(N) 073 58 55.13735(W)   ADJUSTED
 KU0846* NAD 83(2011) ELLIP HT-   -19.166 (meters)        (06/27/12)   ADJUSTED
 KU0846* NAD 83(2011) EPOCH   -  2010.00
 KU0846* NAVD 88 ORTHO HEIGHT -    13.435 (meters)       44.08  (feet) ADJUSTED
 KU0846  ______________________________________________________________________
 KU0846  GEOID HEIGHT    -        -32.593 (meters)                     GEOID18
 KU0846  NAD 83(2011) X  -  1,342,244.425 (meters)                     COMP
 KU0846  NAD 83(2011) Y  - -4,675,413.157 (meters)                     COMP
 KU0846  NAD 83(2011) Z  -  4,111,610.993 (meters)                     COMP
 KU0846  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 KU0846  DYNAMIC HEIGHT  -         13.429 (meters)       44.06  (feet) COMP
 KU0846  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 KU0846
 KU0846  VERT ORDER      -  FIRST     CLASS II
 KU0846
 KU0846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KU0846  Standards:
 KU0846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KU0846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KU0846  -------------------------------------------------------------------
 KU0846  NETWORK    0.43   0.65           0.19   0.16   0.33      0.13698637
 KU0846  -------------------------------------------------------------------
 KU0846  Click here for local accuracies and other accuracy information.
 KU0846
 KU0846.The horizontal coordinates were established by GPS observations
 KU0846.and adjusted by the National Geodetic Survey in June 2012.
 KU0846
 KU0846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KU0846.been affixed to the stable North American tectonic plate. See 
 KU0846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KU0846
 KU0846.The horizontal coordinates are valid at the epoch date displayed above
 KU0846.which is a decimal equivalence of Year/Month/Day.
 KU0846
 KU0846.The orthometric height was determined by differential leveling and
 KU0846.adjusted by the NATIONAL GEODETIC SURVEY
 KU0846.in June 1991.
 KU0846
 KU0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0846.GEOID18 height accuracy estimate available here.
 KU0846
 KU0846.This Tidal Bench Mark is designated as VM 2559
 KU0846.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KU0846
 KU0846.Click photographs - Photos may exist for this station.
 KU0846
 KU0846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU0846
 KU0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU0846
 KU0846.The ellipsoidal height was determined by GPS observations
 KU0846.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KU0846
 KU0846;                    North         East     Units Scale Factor Converg.
 KU0846;SPC NJ       -   173,678.172   193,974.215   MT  0.99992380   +0 20 08.6
 KU0846;SPC NJ       -   569,809.14    636,397.07   sFT  0.99992380   +0 20 08.6
 KU0846;UTM  18      - 4,472,276.372   586,393.560   MT  0.99969187   +0 39 35.3
 KU0846
 KU0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0846!SPC NJ       -   1.00000301  x   0.99992380  =   0.99992681
 KU0846!UTM  18      -   1.00000301  x   0.99969187  =   0.99969488
 KU0846
 KU0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8639372276(NAD 83)
 KU0846
 KU0846                          SUPERSEDED SURVEY CONTROL
 KU0846
 KU0846  NAD 83(2007)-  40 23 47.80865(N)    073 58 55.13772(W) AD(2002.00) 0
 KU0846  ELLIP H (02/10/07)  -19.147  (m)                       GP(2002.00)    
 KU0846  ELLIP H (10/23/02)  -19.122  (m)                       GP(       ) 4 1
 KU0846  NAD 83(1996)-  40 23 47.80861(N)    073 58 55.13807(W) AD(       ) 1
 KU0846  ELLIP H (05/14/99)  -19.143  (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)  -19.216  (m)                       GP(       ) 3 1
 KU0846  NAD 83(1986)-  40 23 47.80741(N)    073 58 55.13745(W) AD(       ) 2
 KU0846  NAVD 88              13.43   (m)           44.1    (f) LEVELING    3  
 KU0846  NGVD 29 (??/??/92)   13.793  (m)           45.25   (f) SUPERSEDED  1 2
 KU0846  NGVD 29 (04/16/92)   13.755  (m)           45.13   (f) ADJUSTED    1 2
 KU0846  NGVD 29 (01/10/92)   13.755  (m)           45.13   (f) SUPERSEDED  1 2
 KU0846  NGVD 29 (03/28/90)   14.     (m)  RAPSU86  model used  GPS OBS        
 KU0846
 KU0846.Superseded values are not recommended for survey control.
 KU0846
 KU0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0846.See file dsdata.pdf to determine how the superseded data were derived.
 KU0846
 KU0846_STAMPING: 6267
 KU0846_MARK LOGO: NJGS
 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             CGS
 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  HISTORY     - 20171106 MARK NOT FOUND   NJGS
 KU0846  HISTORY     - 20171117 MARK NOT FOUND   NJGS
 KU0846
 KU0846                          STATION DESCRIPTION
 KU0846
 KU0846'DESCRIBED BY COAST AND 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.
 KU0846
 KU0846                          STATION RECOVERY (2017)
 KU0846
 KU0846'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 KU0846'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.  NEW
 KU0846'BRIDGE CONSTRUCTED.
 KU0846
 KU0846                          STATION RECOVERY (2017)
 KU0846
 KU0846'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KU0846'A NEW BRIDGE HAS BEEN CONSTRUCTED IN 2010 AT THE LOCATION OF THE
 KU0846'STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0839 ***********************************************************************
 KU0839  DESIGNATION -  6268
 KU0839  PID         -  KU0839
 KU0839  STATE/COUNTY-  NJ/MONMOUTH
 KU0839  COUNTRY     -  US
 KU0839  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0839
 KU0839                         *CURRENT SURVEY CONTROL
 KU0839  ______________________________________________________________________
 KU0839* NAD 83(1986) POSITION- 40 23 44.     (N) 073 58 35.     (W)   SCALED
 KU0839* NAVD 88 ORTHO HEIGHT -     2.193 (meters)        7.19  (feet) ADJUSTED
 KU0839  ______________________________________________________________________
 KU0839  GEOID HEIGHT    -        -32.602 (meters)                     GEOID18
 KU0839  DYNAMIC HEIGHT  -          2.192 (meters)        7.19  (feet) COMP
 KU0839  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 KU0839
 KU0839  VERT ORDER      -  FIRST     CLASS II
 KU0839
 KU0839.The horizontal coordinates were scaled from a map and have
 KU0839.an estimated accuracy of +/- 6 seconds.
 KU0839
 KU0839.The orthometric height was determined by differential leveling and
 KU0839.adjusted by the NATIONAL GEODETIC SURVEY
 KU0839.in June 1991.
 KU0839
 KU0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0839.GEOID18 height accuracy estimate available here.
 KU0839
 KU0839.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868721(NAD 83)
 KU0839
 KU0839                          SUPERSEDED SURVEY CONTROL
 KU0839
 KU0839  NGVD 29 (??/??/92)    2.550  (m)            8.37   (f) SUPERSEDED  1 2
 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
 KU0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0839.See file dsdata.pdf to determine how the superseded data were derived.
 KU0839
 KU0839_STAMPING: 6268
 KU0839
 KU0839  HISTORY     - Date     Condition        Report By
 KU0839  HISTORY     - UNK      MONUMENTED       NJGS
 KU0839  HISTORY     - 1952     GOOD             CGS
 KU0839  HISTORY     - 19970811 MARK NOT FOUND   USPSQD
 KU0839  HISTORY     - 20171117 MARK NOT FOUND   NJGS
 KU0839
 KU0839                          STATION DESCRIPTION
 KU0839
 KU0839'DESCRIBED BY COAST AND 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.
 KU0839
 KU0839                          STATION RECOVERY (2017)
 KU0839
 KU0839'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KU0839'A NEW BRIDGE HAS BEEN CONSTRUCTED IN 2010 AT THE LOCATION OF THE
 KU0839'STATION AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 KU0839'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0840 ***********************************************************************
 KU0840  DESIGNATION -  6268 RESET
 KU0840  PID         -  KU0840
 KU0840  STATE/COUNTY-  NJ/MONMOUTH
 KU0840  COUNTRY     -  US
 KU0840  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0840
 KU0840                         *CURRENT SURVEY CONTROL
 KU0840  ______________________________________________________________________
 KU0840* NAD 83(1986) POSITION- 40 23 44.     (N) 073 58 35.     (W)   SCALED
 KU0840* NAVD 88 ORTHO HEIGHT -     2.045 (meters)        6.71  (feet) ADJUSTED
 KU0840  ______________________________________________________________________
 KU0840  GEOID HEIGHT    -        -32.602 (meters)                     GEOID18
 KU0840  DYNAMIC HEIGHT  -          2.044 (meters)        6.71  (feet) COMP
 KU0840  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 KU0840
 KU0840  VERT ORDER      -  FIRST     CLASS II
 KU0840
 KU0840.The horizontal coordinates were scaled from a map and have
 KU0840.an estimated accuracy of +/- 6 seconds.
 KU0840
 KU0840.The orthometric height was determined by differential leveling and
 KU0840.adjusted by the NATIONAL GEODETIC SURVEY
 KU0840.in June 1991.
 KU0840
 KU0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0840.GEOID18 height accuracy estimate available here.
 KU0840
 KU0840.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868721(NAD 83)
 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
 KU0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0840.See file dsdata.pdf to determine how the superseded data were derived.
 KU0840
 KU0840_STAMPING: 6268 RESET 1964
 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  HISTORY     - 20171117 MARK NOT FOUND   NJGS
 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.
 KU0840
 KU0840                          STATION RECOVERY (2017)
 KU0840
 KU0840'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KU0840'A NEW BRIDGE HAS BEEN CONSTRUCTED IN 2010 AT THE LOCATION OF THE
 KU0840'STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9897 ***********************************************************************
 DG9897  DESIGNATION -  6269
 DG9897  PID         -  DG9897
 DG9897  STATE/COUNTY-  NJ/MONMOUTH
 DG9897  COUNTRY     -  US
 DG9897  USGS QUAD   -  SANDY HOOK EAST (2019)
 DG9897
 DG9897                         *CURRENT SURVEY CONTROL
 DG9897  ______________________________________________________________________
 DG9897* NAD 83(1986) POSITION- 40 23 22.     (N) 073 58 31.     (W)   SCALED
 DG9897* NAVD 88 ORTHO HEIGHT -     1.794 (meters)        5.89  (feet) ADJUSTED
 DG9897  ______________________________________________________________________
 DG9897  GEOID HEIGHT    -        -32.613 (meters)                     GEOID18
 DG9897  DYNAMIC HEIGHT  -          1.793 (meters)        5.88  (feet) COMP
 DG9897  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 DG9897
 DG9897  VERT ORDER      -  FIRST     CLASS II
 DG9897
 DG9897.The horizontal coordinates were scaled from a map and have
 DG9897.an estimated accuracy of +/- 6 seconds.
 DG9897
 DG9897.The orthometric height was determined by differential leveling and
 DG9897.adjusted by the NATIONAL GEODETIC SURVEY
 DG9897.in May 2006.
 DG9897
 DG9897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9897.GEOID18 height accuracy estimate available here.
 DG9897
 DG9897.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK869714(NAD 83)
 DG9897
 DG9897                          SUPERSEDED SURVEY CONTROL
 DG9897
 DG9897.No superseded survey control is available for this station.
 DG9897
 DG9897_STAMPING: 6269
 DG9897_MARK LOGO: NJDCED
 DG9897_PROJECTION: RECESSED 20 CENTIMETERS
 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  HISTORY     - 20171006 MARK NOT FOUND   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.
 DG9897
 DG9897                          STATION RECOVERY (2017)
 DG9897
 DG9897'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JBV)
 DG9897'MONUMENT NOT FOUND, MONUMENT FALLS IN NEW CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9898 ***********************************************************************
 DG9898  DESIGNATION -  6270
 DG9898  PID         -  DG9898
 DG9898  STATE/COUNTY-  NJ/MONMOUTH
 DG9898  COUNTRY     -  US
 DG9898  USGS QUAD   -  SANDY HOOK EAST (2019)
 DG9898
 DG9898                         *CURRENT SURVEY CONTROL
 DG9898  ______________________________________________________________________
 DG9898* NAD 83(1986) POSITION- 40 22 59.     (N) 073 58 29.     (W)   SCALED
 DG9898* NAVD 88 ORTHO HEIGHT -     2.196 (meters)        7.20  (feet) ADJUSTED
 DG9898  ______________________________________________________________________
 DG9898  GEOID HEIGHT    -        -32.623 (meters)                     GEOID18
 DG9898  DYNAMIC HEIGHT  -          2.195 (meters)        7.20  (feet) COMP
 DG9898  MODELED GRAVITY -    980,182.5   (mgal)                       NAVD 88
 DG9898
 DG9898  VERT ORDER      -  FIRST     CLASS II
 DG9898
 DG9898.The horizontal coordinates were scaled from a map and have
 DG9898.an estimated accuracy of +/- 6 seconds.
 DG9898
 DG9898.The orthometric height was determined by differential leveling and
 DG9898.adjusted by the NATIONAL GEODETIC SURVEY
 DG9898.in May 2006.
 DG9898
 DG9898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9898.GEOID18 height accuracy estimate available here.
 DG9898
 DG9898.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870707(NAD 83)
 DG9898
 DG9898                          SUPERSEDED SURVEY CONTROL
 DG9898
 DG9898.No superseded survey control is available for this station.
 DG9898
 DG9898_STAMPING: 6270
 DG9898_MARK LOGO: NJDCED
 DG9898_PROJECTION: RECESSED 20 CENTIMETERS
 DG9898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9898+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 DG9898
 DG9898  HISTORY     - Date     Condition        Report By
 DG9898  HISTORY     - UNK      MONUMENTED       NJGS
 DG9898  HISTORY     - 20030717 GOOD             NJGS
 DG9898  HISTORY     - 20071107 GOOD             INDIV
 DG9898  HISTORY     - 20171006 MARK NOT FOUND   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.
 DG9898
 DG9898                          STATION RECOVERY (2007)
 DG9898
 DG9898'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CVB)
 DG9898'MONUMENT WAS FOUND IN GOOD CONDITION. PAVEMENT REMARKED WITH NUMBER
 DG9898'AND ARROW TO LOCATION
 DG9898
 DG9898                          STATION RECOVERY (2017)
 DG9898
 DG9898'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JBV)
 DG9898'MONUMENT WAS NOT FOUND TIES FALL UNDER NEW CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9899 ***********************************************************************
 DG9899  DESIGNATION -  6271
 DG9899  PID         -  DG9899
 DG9899  STATE/COUNTY-  NJ/MONMOUTH
 DG9899  COUNTRY     -  US
 DG9899  USGS QUAD   -  SANDY HOOK EAST (2019)
 DG9899
 DG9899                         *CURRENT SURVEY CONTROL
 DG9899  ______________________________________________________________________
 DG9899* NAD 83(1986) POSITION- 40 22 52.     (N) 073 58 28.     (W)   SCALED
 DG9899* NAVD 88 ORTHO HEIGHT -     2.060 (meters)        6.76  (feet) ADJUSTED
 DG9899  ______________________________________________________________________
 DG9899  GEOID HEIGHT    -        -32.627 (meters)                     GEOID18
 DG9899  DYNAMIC HEIGHT  -          2.060 (meters)        6.76  (feet) COMP
 DG9899  MODELED GRAVITY -    980,182.0   (mgal)                       NAVD 88
 DG9899
 DG9899  VERT ORDER      -  FIRST     CLASS II
 DG9899
 DG9899.The horizontal coordinates were scaled from a map and have
 DG9899.an estimated accuracy of +/- 6 seconds.
 DG9899
 DG9899.The orthometric height was determined by differential leveling and
 DG9899.adjusted by the NATIONAL GEODETIC SURVEY
 DG9899.in May 2006.
 DG9899
 DG9899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9899.GEOID18 height accuracy estimate available here.
 DG9899
 DG9899.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870705(NAD 83)
 DG9899
 DG9899                          SUPERSEDED SURVEY CONTROL
 DG9899
 DG9899.No superseded survey control is available for this station.
 DG9899
 DG9899_STAMPING: 6271
 DG9899_MARK LOGO: NJDCED
 DG9899_PROJECTION: RECESSED 20 CENTIMETERS
 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  HISTORY     - 20071107 MARK NOT FOUND   INDIV
 DG9899  HISTORY     - 20171006 MARK NOT FOUND   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.
 DG9899
 DG9899                          STATION RECOVERY (2007)
 DG9899
 DG9899'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CVB)
 DG9899'MONUMENT WAS NOT FOUND. NEW DWELLING CONSTRUCTED FOR HOUSE NO.532.
 DG9899'TIES PUT MONUMENT UNDER A NEW CONCRETE SIDEWALK TO DWELLING
 DG9899
 DG9899                          STATION RECOVERY (2017)
 DG9899
 DG9899'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JBV)
 DG9899'MONUMENT WAS NOT FOUND.  TIES FALL UNDER A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6966 ***********************************************************************
 DM6966  DESIGNATION -  6276
 DM6966  PID         -  DM6966
 DM6966  STATE/COUNTY-  NJ/MONMOUTH
 DM6966  COUNTRY     -  US
 DM6966  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6966
 DM6966                         *CURRENT SURVEY CONTROL
 DM6966  ______________________________________________________________________
 DM6966* NAD 83(1986) POSITION- 40 20 11.75   (N) 073 58 27.00   (W)   HD_HELD1
 DM6966* NAVD 88 ORTHO HEIGHT -     2.097 (meters)        6.88  (feet) ADJUSTED
 DM6966  ______________________________________________________________________
 DM6966  GEOID HEIGHT    -        -32.694 (meters)                     GEOID18
 DM6966  DYNAMIC HEIGHT  -          2.096 (meters)        6.88  (feet) COMP
 DM6966  MODELED GRAVITY -    980,176.7   (mgal)                       NAVD 88
 DM6966
 DM6966  VERT ORDER      -  FIRST     CLASS II
 DM6966
 DM6966.The horizontal coordinates were determined by differentially corrected
 DM6966.hand held GPS observations or other comparable positioning techniques
 DM6966.and have an estimated accuracy of +/- 3 meters.
 DM6966
 DM6966.The orthometric height was determined by differential leveling and
 DM6966.adjusted by the NATIONAL GEODETIC SURVEY
 DM6966.in July 2020.
 DM6966
 DM6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6966.GEOID18 height accuracy estimate available here.
 DM6966
 DM6966.Click photographs - Photos may exist for this station.
 DM6966
 DM6966.The dynamic height is computed by dividing the NAVD 88
 DM6966.geopotential number by the normal gravity value computed on the
 DM6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6966.degrees latitude (g = 980.6199 gals.).
 DM6966
 DM6966.The modeled gravity was interpolated from observed gravity values.
 DM6966
 DM6966;                    North         East    Units  Estimated Accuracy
 DM6966;SPC NJ       -   167,018.4     194,677.3     MT  (+/- 3 meters HH1 GPS) 
 DM6966
 DM6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8713465622(NAD 83)
 DM6966
 DM6966                          SUPERSEDED SURVEY CONTROL
 DM6966
 DM6966  NAVD 88 (05/25/11)    2.105  (m)            6.91   (f) SUPERSEDED  1 2
 DM6966
 DM6966.Superseded values are not recommended for survey control.
 DM6966
 DM6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6966.See file dsdata.pdf to determine how the superseded data were derived.
 DM6966
 DM6966_MARKER: DD = SURVEY DISK
 DM6966_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6966_SP_SET: SIDEWALK
 DM6966_STAMPING: 6276
 DM6966_MARK LOGO: NJDCED
 DM6966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6966+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 DM6966
 DM6966  HISTORY     - Date     Condition        Report By
 DM6966  HISTORY     - 1936     MONUMENTED       NJDCED
 DM6966  HISTORY     - 20080507 GOOD             NJGS
 DM6966  HISTORY     - 20150817 GOOD             NJGS
 DM6966  HISTORY     - 20181105 GOOD             NJGS
 DM6966  HISTORY     - 20211007 MARK NOT FOUND   AAAS
 DM6966
 DM6966                          STATION DESCRIPTION
 DM6966
 DM6966'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6966'THE STATION IS LOCATED IN MONMOUTH BEACH, IN A DRILL HOLE IN THE
 DM6966'SIDEWALK ON THE EAST SIDE OF OCEAN AVENUE (NJ STATE ROUTE 36), ABOUT
 DM6966'96 FT (29.3 M) SOUTH OF THE CENTERLINE EXTENDED OF CENTRAL ROAD.
 DM6966'
 DM6966'THE STATION IS ABOUT 0.3 MI (0.5 KM) NORTH OF THE JUNCTION OF BEACH
 DM6966'ROAD AND OCEAN AVENUE, 2.4 FT (0.7 M) EAST OF THE EAST CURB OF OCEAN
 DM6966'AVENUE, 29.1 FT (8.9 M) EAST OF THE CENTERLINE OF OCEAN AVENUE, 96 FT
 DM6966'(29.3 M) SOUTH OF THE STEPS OF A PUBLIC ACCESS WALKWAY OVER THE
 DM6966'SEAWALL OPPOSITE CENTRAL AVENUE, 12.7 FT (3.9 M) WEST OF THE BOTTOM OF
 DM6966'THE SEAWALL.
 DM6966'
 DM6966'THE STATION IS OPPOSITE HOUSE NUMBER 90 AND POLE NUMBER 42.
 DM6966
 DM6966                          STATION RECOVERY (2015)
 DM6966
 DM6966'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 DM6966'RECOVERED IN GOOD CONDITION.
 DM6966
 DM6966                          STATION RECOVERY (2018)
 DM6966
 DM6966'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6966'RECOVERED AS DESCRIBED, 57 FT (17.4 M) SOUTH OF THE PEDESTRIAN
 DM6966'CROSSING SIGN, 94 FT (28.7 M) SOUTH OF THE CENTERLINE OF CENTRAL
 DM6966'AVENUE EXTENDED, 62 FT (18.9 M) SOUTH OF THE SOUTHWEST LEG TO A BUS
 DM6966'STOP SHELTER.
 DM6966
 DM6966                          STATION RECOVERY (2021)
 DM6966
 DM6966'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6966'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 DM6966'SEARCH BY AR0RA AND ASSOCIATES, PC.  A NEW SIDEWALK HAS BEEN
 DM6966'CONSTRUCTED IN THE VICINITY SINCE THE LAST RECOVERY.  THE STATION
 DM6966'SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6975 ***********************************************************************
 DM6975  DESIGNATION -  6279
 DM6975  PID         -  DM6975
 DM6975  STATE/COUNTY-  NJ/MONMOUTH
 DM6975  COUNTRY     -  US
 DM6975  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6975
 DM6975                         *CURRENT SURVEY CONTROL
 DM6975  ______________________________________________________________________
 DM6975* NAD 83(1986) POSITION- 40 18 56.46   (N) 073 58 43.50   (W)   HD_HELD1
 DM6975* NAVD 88 ORTHO HEIGHT -     3.575 (meters)       11.73  (feet) ADJUSTED
 DM6975  ______________________________________________________________________
 DM6975  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 DM6975  DYNAMIC HEIGHT  -          3.574 (meters)       11.73  (feet) COMP
 DM6975  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 DM6975
 DM6975  VERT ORDER      -  FIRST     CLASS II
 DM6975
 DM6975.The horizontal coordinates were determined by differentially corrected
 DM6975.hand held GPS observations or other comparable positioning techniques
 DM6975.and have an estimated accuracy of +/- 3 meters.
 DM6975
 DM6975.The orthometric height was determined by differential leveling and
 DM6975.adjusted by the NATIONAL GEODETIC SURVEY
 DM6975.in May 2011.
 DM6975
 DM6975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6975.GEOID18 height accuracy estimate available here.
 DM6975
 DM6975.Click photographs - Photos may exist for this station.
 DM6975
 DM6975.The dynamic height is computed by dividing the NAVD 88
 DM6975.geopotential number by the normal gravity value computed on the
 DM6975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6975.degrees latitude (g = 980.6199 gals.).
 DM6975
 DM6975.The modeled gravity was interpolated from observed gravity values.
 DM6975
 DM6975;                    North         East    Units  Estimated Accuracy
 DM6975;SPC NJ       -   164,694.0     194,301.6     MT  (+/- 3 meters HH1 GPS) 
 DM6975
 DM6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8677163296(NAD 83)
 DM6975
 DM6975                          SUPERSEDED SURVEY CONTROL
 DM6975
 DM6975.No superseded survey control is available for this station.
 DM6975
 DM6975_MARKER: DD = SURVEY DISK
 DM6975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6975_STAMPING: 6279
 DM6975_MARK LOGO: NJDCED
 DM6975_PROJECTION: FLUSH
 DM6975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6975+STABILITY: SURFACE MOTION
 DM6975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6975+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2021
 DM6975
 DM6975  HISTORY     - Date     Condition        Report By
 DM6975  HISTORY     - 1936     MONUMENTED       NJDCED
 DM6975  HISTORY     - 20080507 POOR             NJGS
 DM6975  HISTORY     - 20170501 GOOD             NJGS
 DM6975  HISTORY     - 20181109 GOOD             NJGS
 DM6975  HISTORY     - 20211014 GOOD             AAAS
 DM6975
 DM6975                          STATION DESCRIPTION
 DM6975
 DM6975'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6975'THE STATION IS LOCATED IN LONG BRANCH, ON THE EAST SIDE OF NEW OCEAN
 DM6975'AVENUE, ACROSS THE ROAD FROM A SEVEN STORY CONCRETE CONDOMINIUM
 DM6975'(PRESIDENTIAL BEACH TOWER).
 DM6975'
 DM6975'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6975'36) AND OCEAN AVENUE (COUNTY ROAD 57), GO 0.05 E ON JOLINE AVENUE TO
 DM6975'THE JUNCTION WITH NEW OCEAN AVENUE.  TURN LEFT AND GO 0.15 MI (0.2 KM)
 DM6975'NORTH ON NEW OCEAN AVENUE TO THE STATION ON THE RIGHT.
 DM6975'
 DM6975'THE STATION IS LOCATED BETWEEN THE CURB AND FENCE FOR THE SEVEN
 DM6975'PRESIDENTS COUNTY PARK, 7.2 FT (2.2 M) EAST OF THE EAST CURB OF NEW
 DM6975'OCEAN AVENUE, 6.2 FT (1.9 M) WEST OF THE FENCE LINE, 162.0 FT (49.4 M)
 DM6975'SOUTH OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE PARK, 97 FT
 DM6975'(29.6 M) SOUTH-SOUTHEAST OF POLE NUMBER JC1368LB, 110.0 FT (33.5 M)
 DM6975'NORTHEAST OF POLE NUMBER JC1367, 144.7 NORTHEAST OF A FIRE HYDRANT,
 DM6975'63.0 FT (19.2 M) NORTH OF THE EXIT DRIVE FROM THE CONDOMINIUM.
 DM6975'
 DM6975'THE DISK IS LEANING, THE ELEVATION WAS ESTABLISHED ON THE DATUM POINT.
 DM6975
 DM6975                          STATION RECOVERY (2017)
 DM6975
 DM6975'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DM6975'THE STATION IS ALSO 131 FT (39.9 M) SOUTH-SOUTHWEST OF A PARKING METER
 DM6975'KIOSK ON THE SOUTH SIDE OF A PARK DRIVEWAY, 12 FT (3.7 M)
 DM6975'NORTH-NORTHEAST OF A SIGN (METERED PARKING) WITH A WITNESS SIGN
 DM6975'ATTACHED.
 DM6975
 DM6975                          STATION RECOVERY (2018)
 DM6975
 DM6975'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6975'RECOVERED AS DESCRIBED.
 DM6975
 DM6975                          STATION RECOVERY (2021)
 DM6975
 DM6975'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6975'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DM6975'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0797 ***********************************************************************
 KU0797  DESIGNATION -  6280
 KU0797  PID         -  KU0797
 KU0797  STATE/COUNTY-  NJ/MONMOUTH
 KU0797  COUNTRY     -  US
 KU0797  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0797
 KU0797                         *CURRENT SURVEY CONTROL
 KU0797  ______________________________________________________________________
 KU0797* NAD 83(1986) POSITION- 40 18 39.     (N) 073 58 48.     (W)   SCALED
 KU0797* NAVD 88 ORTHO HEIGHT -     3.677 (meters)       12.06  (feet) ADJUSTED
 KU0797  ______________________________________________________________________
 KU0797  GEOID HEIGHT    -        -32.724 (meters)                     GEOID18
 KU0797  DYNAMIC HEIGHT  -          3.675 (meters)       12.06  (feet) COMP
 KU0797  MODELED GRAVITY -    980,176.2   (mgal)                       NAVD 88
 KU0797
 KU0797  VERT ORDER      -  FIRST     CLASS I
 KU0797
 KU0797.The horizontal coordinates were scaled from a map and have
 KU0797.an estimated accuracy of +/- 6 seconds.
 KU0797
 KU0797.The orthometric height was determined by differential leveling and
 KU0797.adjusted by the NATIONAL GEODETIC SURVEY
 KU0797.in June 1991.
 KU0797
 KU0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0797.GEOID18 height accuracy estimate available here.
 KU0797
 KU0797.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK866627(NAD 83)
 KU0797
 KU0797                          SUPERSEDED SURVEY CONTROL
 KU0797
 KU0797  NGVD 29 (??/??/92)    4.021  (m)           13.19   (f) SUPERSEDED  1 1
 KU0797  NGVD 29 (04/16/92)    4.000  (m)           13.12   (f) ADJUSTED    1 1
 KU0797  NGVD 29 (01/10/92)    4.000  (m)           13.12   (f) SUPERSEDED  1 1
 KU0797
 KU0797.Superseded values are not recommended for survey control.
 KU0797
 KU0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0797.See file dsdata.pdf to determine how the superseded data were derived.
 KU0797
 KU0797_MARKER: DD = SURVEY DISK
 KU0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0797_STAMPING: 6280
 KU0797_MARK LOGO: NJGS
 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             CGS
 KU0797  HISTORY     - 1979     GOOD             NGS
 KU0797  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KU0797  HISTORY     - 20080423 MARK NOT FOUND   NJGS
 KU0797
 KU0797                          STATION DESCRIPTION
 KU0797
 KU0797'DESCRIBED BY COAST AND 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.
 KU0797
 KU0797                          STATION RECOVERY (2008)
 KU0797
 KU0797'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KU0797'THE REMAINS OF A CONCRETE POST WERE FOUND BUT THE DISK WAS MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0802 ***********************************************************************
 KU0802  DESIGNATION -  6282
 KU0802  PID         -  KU0802
 KU0802  STATE/COUNTY-  NJ/MONMOUTH
 KU0802  COUNTRY     -  US
 KU0802  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0802
 KU0802                         *CURRENT SURVEY CONTROL
 KU0802  ______________________________________________________________________
 KU0802* NAD 83(1986) POSITION- 40 18 05.     (N) 073 58 43.     (W)   SCALED
 KU0802* NAVD 88 ORTHO HEIGHT -     5.552 (meters)       18.22  (feet) POSTED
 KU0802  ______________________________________________________________________
 KU0802  GEOID HEIGHT    -        -32.739 (meters)                     GEOID18
 KU0802  DYNAMIC HEIGHT  -          5.55  (meters)       18.2   (feet) COMP
 KU0802  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 KU0802
 KU0802  VERT ORDER      -  * POSTED, SEE BELOW
 KU0802
 KU0802.The horizontal coordinates were scaled from a 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
 KU0802.* This is a POSTED BENCH MARK height.
 KU0802
 KU0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0802.GEOID18 height accuracy estimate available here.
 KU0802
 KU0802.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868617(NAD 83)
 KU0802
 KU0802                          SUPERSEDED SURVEY CONTROL
 KU0802
 KU0802  NGVD 29 (??/??/92)    5.915  (m)           19.41   (f) SUPERSEDED  1 2
 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
 KU0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0802.See file dsdata.pdf to determine how the superseded data were derived.
 KU0802
 KU0802_MARKER: DD = SURVEY DISK
 KU0802_SETTING: 7 = 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             CGS
 KU0802  HISTORY     - 1964     MARK NOT FOUND   CGS
 KU0802  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 KU0802  HISTORY     - 20220303 MARK NOT FOUND   NJGS
 KU0802
 KU0802                          STATION DESCRIPTION
 KU0802
 KU0802'DESCRIBED BY COAST AND 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 COAST AND 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.
 KU0802
 KU0802                          STATION RECOVERY (2022)
 KU0802
 KU0802'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (RJK)
 KU0802'THE STATION WAS NOT RECOVERED.  THE AREA HAS HAD EXTENSIVE
 KU0802'IMPROVEMENTS.  ALL 1952 TIES GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6984 ***********************************************************************
 DM6984  DESIGNATION -  6287
 DM6984  PID         -  DM6984
 DM6984  STATE/COUNTY-  NJ/MONMOUTH
 DM6984  COUNTRY     -  US
 DM6984  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6984
 DM6984                         *CURRENT SURVEY CONTROL
 DM6984  ______________________________________________________________________
 DM6984* NAD 83(1986) POSITION- 40 16 11.     (N) 073 59 15.     (W)   SCALED
 DM6984* NAVD 88 ORTHO HEIGHT -     9.050 (meters)       29.69  (feet) ADJUSTED
 DM6984  ______________________________________________________________________
 DM6984  GEOID HEIGHT    -        -32.776 (meters)                     GEOID18
 DM6984  DYNAMIC HEIGHT  -          9.046 (meters)       29.68  (feet) COMP
 DM6984  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 DM6984
 DM6984  VERT ORDER      -  FIRST     CLASS II
 DM6984
 DM6984.The horizontal coordinates were scaled from a map and have
 DM6984.an estimated accuracy of +/- 6 seconds.
 DM6984
 DM6984.The orthometric height was determined by differential leveling and
 DM6984.adjusted by the NATIONAL GEODETIC SURVEY
 DM6984.in May 2011.
 DM6984
 DM6984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6984.GEOID18 height accuracy estimate available here.
 DM6984
 DM6984.Click photographs - Photos may exist for this station.
 DM6984
 DM6984.The dynamic height is computed by dividing the NAVD 88
 DM6984.geopotential number by the normal gravity value computed on the
 DM6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6984.degrees latitude (g = 980.6199 gals.).
 DM6984
 DM6984.The modeled gravity was interpolated from observed gravity values.
 DM6984
 DM6984;                    North         East    Units  Estimated Accuracy
 DM6984;SPC NJ       -   159,590.      193,590.      MT  (+/- 180 meters Scaled)
 DM6984
 DM6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK860581(NAD 83)
 DM6984
 DM6984                          SUPERSEDED SURVEY CONTROL
 DM6984
 DM6984.No superseded survey control is available for this station.
 DM6984
 DM6984_MARKER: DD = SURVEY DISK
 DM6984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6984_STAMPING: 6287
 DM6984_MARK LOGO: NJDCED
 DM6984_PROJECTION: PROJECTING 5 CENTIMETERS
 DM6984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6984+STABILITY: SURFACE MOTION
 DM6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6984+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM6984
 DM6984  HISTORY     - Date     Condition        Report By
 DM6984  HISTORY     - 1949     MONUMENTED       NJDCED
 DM6984  HISTORY     - 20080507 POOR             NJGS
 DM6984
 DM6984                          STATION DESCRIPTION
 DM6984
 DM6984'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6984'THE STATION IS LOCATED IN LONG BRANCH, ON THE EAST SIDE OF OCEAN
 DM6984'AVENUE.
 DM6984'
 DM6984'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6984'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 3.0 MI (4.8 KM) SOUTH ON
 DM6984'OCEAN BOULEVARD TO THE STATION ON THE LEFT.
 DM6984'
 DM6984'THE STATION IS BETWEEN THE CURB AND SIDEWALK, 27.2 FT (8.3 M) SOUTH OF
 DM6984'THE CENTERLINE OF THE NORTH EXIT DRIVEWAY TO HOUSE NUMBER 1035, 97.9
 DM6984'FT (29.8 M) SOUTH OF LIGHT POLE NUMBER 10 7, 158.1 FT (48.2 M) NORTH
 DM6984'OF LIGHT POLE 1095, 22.5 FT (6.9 M) EAST OF THE CENTERLINE OF OCEAN
 DM6984'AVENUE.  THE STATION IS OPPOSITE THE DRIVEWAY LEADING TO HOUSE NUMBER
 DM6984'1044.
 DM6984'
 DM6984'THE STATION IS LEANING TO THE SOUTH.  THE ELEVATION WAS ESTABLISHED ON
 DM6984'THE DATUM POINT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7165 ***********************************************************************
 DM7165  DESIGNATION -  6291
 DM7165  PID         -  DM7165
 DM7165  STATE/COUNTY-  NJ/MONMOUTH
 DM7165  COUNTRY     -  US
 DM7165  USGS QUAD   -  ASBURY PARK OE E (2019)
 DM7165
 DM7165                         *CURRENT SURVEY CONTROL
 DM7165  ______________________________________________________________________
 DM7165* NAD 83(1986) POSITION- 40 14 30.19   (N) 073 59 49.36   (W)   HD_HELD1
 DM7165* NAVD 88 ORTHO HEIGHT -     7.006 (meters)       22.99  (feet) ADJUSTED
 DM7165  ______________________________________________________________________
 DM7165  GEOID HEIGHT    -        -32.812 (meters)                     GEOID18
 DM7165  DYNAMIC HEIGHT  -          7.003 (meters)       22.98  (feet) COMP
 DM7165  MODELED GRAVITY -    980,171.5   (mgal)                       NAVD 88
 DM7165
 DM7165  VERT ORDER      -  FIRST     CLASS II
 DM7165
 DM7165.The horizontal coordinates were determined by differentially corrected
 DM7165.hand held GPS observations or other comparable positioning techniques
 DM7165.and have an estimated accuracy of +/- 3 meters.
 DM7165
 DM7165.The orthometric height was determined by differential leveling and
 DM7165.adjusted by the NATIONAL GEODETIC SURVEY
 DM7165.in May 2011.
 DM7165
 DM7165.No vertical observational check was made to the station.
 DM7165
 DM7165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7165.GEOID18 height accuracy estimate available here.
 DM7165
 DM7165.Click photographs - Photos may exist for this station.
 DM7165
 DM7165.The dynamic height is computed by dividing the NAVD 88
 DM7165.geopotential number by the normal gravity value computed on the
 DM7165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7165.degrees latitude (g = 980.6199 gals.).
 DM7165
 DM7165.The modeled gravity was interpolated from observed gravity values.
 DM7165
 DM7165;                    North         East    Units  Estimated Accuracy
 DM7165;SPC NJ       -   156,472.9     192,793.3     MT  (+/- 3 meters HH1 GPS) 
 DM7165
 DM7165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8531055068(NAD 83)
 DM7165
 DM7165                          SUPERSEDED SURVEY CONTROL
 DM7165
 DM7165.No superseded survey control is available for this station.
 DM7165
 DM7165_MARKER: DD = SURVEY DISK
 DM7165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7165_STAMPING: 6291
 DM7165_MARK LOGO: NJDCED
 DM7165_PROJECTION: PROJECTING 10 CENTIMETERS
 DM7165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7165+STABILITY: SURFACE MOTION
 DM7165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7165+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 DM7165
 DM7165  HISTORY     - Date     Condition        Report By
 DM7165  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7165  HISTORY     - 20080507 GOOD             NJGS
 DM7165  HISTORY     - 20180723 POOR             NJGS
 DM7165
 DM7165                          STATION DESCRIPTION
 DM7165
 DM7165'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7165'THE STATION IS LOCATED IN THE BOROUGH OF DEAL, ON THE NORTHWEST CORNER
 DM7165'OF THE JUNCTION OF OCEAN AVENUE AND MONMOUTH DRIVE.
 DM7165'
 DM7165'THE STATION IS BETWEEN THE CURB AND SIDEWALK.
 DM7165'
 DM7165'IT IS 21.3 FT (6.5 M) NORTHWEST OF THE CENTER OF A JCPL MANHOLE, 1.1
 DM7165'FT (0.3 M) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, 4.0 FT (1.2 M)
 DM7165'NORTHEAST OF THE NORTHEAST CURB OF MONMOUTH AVENUE, 13.9 FT (4.2 M)
 DM7165'NORTHWEST OF THE WEST CURB OF OCEAN AVENUE, 14.4 FT (4.4 M) SOUTHWEST
 DM7165'OF LIGHT POLE NUMBER 8.
 DM7165
 DM7165                          STATION RECOVERY (2018)
 DM7165
 DM7165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM7165'THE STATION WAS HIT AND FOUND LEANING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7166 ***********************************************************************
 DM7166  DESIGNATION -  6293
 DM7166  PID         -  DM7166
 DM7166  STATE/COUNTY-  NJ/MONMOUTH
 DM7166  COUNTRY     -  US
 DM7166  USGS QUAD   -  ASBURY PARK (2019)
 DM7166
 DM7166                         *CURRENT SURVEY CONTROL
 DM7166  ______________________________________________________________________
 DM7166* NAD 83(1986) POSITION- 40 14 20.97   (N) 074 00 04.09   (W)   HD_HELD1
 DM7166* NAVD 88 ORTHO HEIGHT -     7.787 (meters)       25.55  (feet) ADJUSTED
 DM7166  ______________________________________________________________________
 DM7166  GEOID HEIGHT    -        -32.812 (meters)                     GEOID18
 DM7166  DYNAMIC HEIGHT  -          7.783 (meters)       25.53  (feet) COMP
 DM7166  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 DM7166
 DM7166  VERT ORDER      -  FIRST     CLASS II
 DM7166
 DM7166.The horizontal coordinates were determined by differentially corrected
 DM7166.hand held GPS observations or other comparable positioning techniques
 DM7166.and have an estimated accuracy of +/- 3 meters.
 DM7166
 DM7166.The orthometric height was determined by differential leveling and
 DM7166.adjusted by the NATIONAL GEODETIC SURVEY
 DM7166.in May 2011.
 DM7166
 DM7166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7166.GEOID18 height accuracy estimate available here.
 DM7166
 DM7166.Click photographs - Photos may exist for this station.
 DM7166
 DM7166.The dynamic height is computed by dividing the NAVD 88
 DM7166.geopotential number by the normal gravity value computed on the
 DM7166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7166.degrees latitude (g = 980.6199 gals.).
 DM7166
 DM7166.The modeled gravity was interpolated from observed gravity values.
 DM7166
 DM7166;                    North         East    Units  Estimated Accuracy
 DM7166;SPC NJ       -   156,186.5     192,446.8     MT  (+/- 3 meters HH1 GPS) 
 DM7166
 DM7166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8496554780(NAD 83)
 DM7166
 DM7166                          SUPERSEDED SURVEY CONTROL
 DM7166
 DM7166.No superseded survey control is available for this station.
 DM7166
 DM7166_MARKER: DD = SURVEY DISK
 DM7166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7166_STAMPING: 6293
 DM7166_MARK LOGO: NJDCED
 DM7166_PROJECTION: RECESSED 5 CENTIMETERS
 DM7166_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7166+STABILITY: SURFACE MOTION
 DM7166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7166+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2020
 DM7166
 DM7166  HISTORY     - Date     Condition        Report By
 DM7166  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7166  HISTORY     - 20080507 GOOD             NJGS
 DM7166  HISTORY     - 20200331 GOOD             NJGS
 DM7166
 DM7166                          STATION DESCRIPTION
 DM7166
 DM7166'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7166'THE STATION IS LOCATED IN THE BOROUGH OF DEAL, ON THE SOUTHWEST CORNER
 DM7166'OF THE JUNCTION OF NORWOOD AVENUE (NJ STATE ROUTE 71) AND NEPTUNE
 DM7166'DRIVE.
 DM7166'
 DM7166'THE STATION IS BETWEEN THE CURB AND SIDEWALK.
 DM7166'
 DM7166'IT IS 2.2 FT (0.7 M) SOUTH-SOUTHWEST OF THE SOUTH CURB OF NEPTUNE
 DM7166'DRIVE, 12.2 FT (3.7 M) WEST OF THE WEST CURB OF NORWOOD AVENUE, 1.1 FT
 DM7166'(0.3 M) WEST OF A STOP SIGN, 72.5 FT (22.1 M) WEST OF A FIRE HYDRANT,
 DM7166'40.2 FT (12.3 M) SOUTHWEST OF POLE NUMBER JC136D, 69.0 FT (21.0 M)
 DM7166'NORTH OF POLE NUMBER JC135D, 140.0 FT (42.7 M) SOUTH OF MILEPOST 10.
 DM7166
 DM7166                          STATION RECOVERY (2020)
 DM7166
 DM7166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DM7166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7168 ***********************************************************************
 DM7168  DESIGNATION -  6295
 DM7168  PID         -  DM7168
 DM7168  STATE/COUNTY-  NJ/MONMOUTH
 DM7168  COUNTRY     -  US
 DM7168  USGS QUAD   -  ASBURY PARK (2019)
 DM7168
 DM7168                         *CURRENT SURVEY CONTROL
 DM7168  ______________________________________________________________________
 DM7168* NAD 83(1986) POSITION- 40 13 44.     (N) 074 00 09.     (W)   SCALED
 DM7168* NAVD 88 ORTHO HEIGHT -     5.022 (meters)       16.48  (feet) ADJUSTED
 DM7168  ______________________________________________________________________
 DM7168  GEOID HEIGHT    -        -32.830 (meters)                     GEOID18
 DM7168  DYNAMIC HEIGHT  -          5.020 (meters)       16.47  (feet) COMP
 DM7168  MODELED GRAVITY -    980,170.8   (mgal)                       NAVD 88
 DM7168
 DM7168  VERT ORDER      -  FIRST     CLASS II
 DM7168
 DM7168.The horizontal coordinates were scaled from a map and have
 DM7168.an estimated accuracy of +/- 6 seconds.
 DM7168
 DM7168.The orthometric height was determined by differential leveling and
 DM7168.adjusted by the NATIONAL GEODETIC SURVEY
 DM7168.in May 2011.
 DM7168
 DM7168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7168.GEOID18 height accuracy estimate available here.
 DM7168
 DM7168.Click photographs - Photos may exist for this station.
 DM7168
 DM7168.The dynamic height is computed by dividing the NAVD 88
 DM7168.geopotential number by the normal gravity value computed on the
 DM7168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7168.degrees latitude (g = 980.6199 gals.).
 DM7168
 DM7168.The modeled gravity was interpolated from observed gravity values.
 DM7168
 DM7168;                    North         East    Units  Estimated Accuracy
 DM7168;SPC NJ       -   155,050.      192,340.      MT  (+/- 180 meters Scaled)
 DM7168
 DM7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK848536(NAD 83)
 DM7168
 DM7168                          SUPERSEDED SURVEY CONTROL
 DM7168
 DM7168.No superseded survey control is available for this station.
 DM7168
 DM7168_MARKER: DD = SURVEY DISK
 DM7168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7168_STAMPING: 6295
 DM7168_MARK LOGO: NJDCED
 DM7168_PROJECTION: RECESSED 10 CENTIMETERS
 DM7168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7168+STABILITY: SURFACE MOTION
 DM7168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7168+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2018
 DM7168
 DM7168  HISTORY     - Date     Condition        Report By
 DM7168  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7168  HISTORY     - 20090507 GOOD             NJGS
 DM7168  HISTORY     - 20180707 GOOD             USPSQD
 DM7168
 DM7168                          STATION DESCRIPTION
 DM7168
 DM7168'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DM7168'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF
 DM7168'FARMINGDALE, 5.2 MI (8.4 KM) SOUTH OF LONG BRANCH AND 0.8 MI (1.3 KM)
 DM7168'NORTHEAST OF ASBURY PARK.
 DM7168'
 DM7168'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, BETWEEN THE
 DM7168'SIDEWALK AND CURB ON THE NORTHWEST CORNER OF EIGHTH AND PARK AVENUES,
 DM7168'ON THE SAME CORNER AS THE FORMER ELKS BUILDING, NOW AN APARTMENT
 DM7168'BUILDING.
 DM7168'
 DM7168'THE STATION IS 4.2 FT (1.3 M) WEST OF THE WEST CURB OF PARK AVENUE,
 DM7168'15.3 FT (4.7 M) NORTH OF THE NORTH CURB OF EIGHTH AVENUE, 14.7 FT (4.5
 DM7168'M) NORTHWEST OF POLE NUMBER JC44AP, 22.4 FT (6.8 M) NORTHEAST OF A
 DM7168'MONITORING WELL, 4.1 FT (1.2 M) EAST OF THE EAST EDGE OF THE SIDEWALK,
 DM7168'4.3 FT (1.3 M) NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 DM7168
 DM7168                          STATION RECOVERY (2018)
 DM7168
 DM7168'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7169 ***********************************************************************
 DM7169  DESIGNATION -  6296
 DM7169  PID         -  DM7169
 DM7169  STATE/COUNTY-  NJ/MONMOUTH
 DM7169  COUNTRY     -  US
 DM7169  USGS QUAD   -  ASBURY PARK (2019)
 DM7169
 DM7169                         *CURRENT SURVEY CONTROL
 DM7169  ______________________________________________________________________
 DM7169* NAD 83(1986) POSITION- 40 13 45.     (N) 074 00 15.     (W)   SCALED
 DM7169* NAVD 88 ORTHO HEIGHT -     5.354 (meters)       17.57  (feet) ADJUSTED
 DM7169  ______________________________________________________________________
 DM7169  GEOID HEIGHT    -        -32.827 (meters)                     GEOID18
 DM7169  DYNAMIC HEIGHT  -          5.352 (meters)       17.56  (feet) COMP
 DM7169  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 DM7169
 DM7169  VERT ORDER      -  FIRST     CLASS II
 DM7169
 DM7169.The horizontal coordinates were scaled from a map and have
 DM7169.an estimated accuracy of +/- 6 seconds.
 DM7169
 DM7169.The orthometric height was determined by differential leveling and
 DM7169.adjusted by the NATIONAL GEODETIC SURVEY
 DM7169.in May 2011.
 DM7169
 DM7169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7169.GEOID18 height accuracy estimate available here.
 DM7169
 DM7169.Click photographs - Photos may exist for this station.
 DM7169
 DM7169.The dynamic height is computed by dividing the NAVD 88
 DM7169.geopotential number by the normal gravity value computed on the
 DM7169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7169.degrees latitude (g = 980.6199 gals.).
 DM7169
 DM7169.The modeled gravity was interpolated from observed gravity values.
 DM7169
 DM7169;                    North         East    Units  Estimated Accuracy
 DM7169;SPC NJ       -   155,080.      192,200.      MT  (+/- 180 meters Scaled)
 DM7169
 DM7169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK847536(NAD 83)
 DM7169
 DM7169                          SUPERSEDED SURVEY CONTROL
 DM7169
 DM7169.No superseded survey control is available for this station.
 DM7169
 DM7169_MARKER: DD = SURVEY DISK
 DM7169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7169_STAMPING: 6296
 DM7169_MARK LOGO: NJDCED
 DM7169_PROJECTION: RECESSED 5 CENTIMETERS
 DM7169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7169+STABILITY: SURFACE MOTION
 DM7169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7169+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2018
 DM7169
 DM7169  HISTORY     - Date     Condition        Report By
 DM7169  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7169  HISTORY     - 20090507 GOOD             NJGS
 DM7169  HISTORY     - 20180703 GOOD             USPSQD
 DM7169
 DM7169                          STATION DESCRIPTION
 DM7169
 DM7169'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DM7169'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, BETWEEN THE
 DM7169'SIDEWALK AND CURB ON THE SOUTHWEST CORNER OF EIGHTH AND GRAND AVENUES.
 DM7169'THE STATION IS 21.3 FT (6.5 M) SOUTHWEST OF THE CURBLINE EXTENDED OF
 DM7169'EIGHTH AVENUE, 2.4 FT (0.7 M) NORTHWEST OF THE CURB OF GRAND AVENUE,
 DM7169'5.7 FT (1.7 M) NORTHEAST OF A FIRE HYDRANT, 47.6 FT (14.5 M) NORTHEAST
 DM7169'OF A SIGN (NO PARKING), 32.0 FT (9.8 M) SOUTHEAST OF A STOP SIGN, 50.0
 DM7169'FT (15.2 M) EAST OF THE SOUTHEAST CORNER OF A 1-STORY ANNEX (ASBURY
 DM7169'PARK PEDIATRIC OFFICE) TO HOUSE NUMBER 1611.
 DM7169
 DM7169                          STATION RECOVERY (2018)
 DM7169
 DM7169'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5237 ***********************************************************************
 AA5237  DESIGNATION -  6297
 AA5237  PID         -  AA5237
 AA5237  STATE/COUNTY-  NJ/MONMOUTH
 AA5237  COUNTRY     -  US
 AA5237  USGS QUAD   -  LONG BRANCH EAST (2019)
 AA5237
 AA5237                         *CURRENT SURVEY CONTROL
 AA5237  ______________________________________________________________________
 AA5237* NAD 83(2011) POSITION- 40 16 21.52482(N) 073 59 11.84983(W)   ADJUSTED
 AA5237* NAD 83(2011) ELLIP HT-   -24.459 (meters)        (06/27/12)   ADJUSTED
 AA5237* NAD 83(2011) EPOCH   -  2010.00
 AA5237* NAVD 88 ORTHO HEIGHT -     8.3   (meters)       27.    (feet) GPS OBS
 AA5237  ______________________________________________________________________
 AA5237  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5237  GEOID HEIGHT    -         -33.04 (meters)                     GEOID93
 AA5237  GEOID HEIGHT    -        -32.772 (meters)                     GEOID18
 AA5237  NAD 83(2011) X  -  1,344,322.329 (meters)                     COMP
 AA5237  NAD 83(2011) Y  - -4,684,081.992 (meters)                     COMP
 AA5237  NAD 83(2011) Z  -  4,101,114.480 (meters)                     COMP
 AA5237  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 AA5237
 AA5237  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5237  Standards:
 AA5237         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5237            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5237  -------------------------------------------------------------------
 AA5237  NETWORK    0.60   0.90           0.27   0.21   0.46     -0.07037680
 AA5237  -------------------------------------------------------------------
 AA5237  Click here for local accuracies and other accuracy information.
 AA5237
 AA5237.The horizontal coordinates were established by GPS observations
 AA5237.and adjusted by the National Geodetic Survey in June 2012.
 AA5237
 AA5237.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5237.been affixed to the stable North American tectonic plate. See 
 AA5237.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5237
 AA5237.The horizontal coordinates are valid at the epoch date displayed above
 AA5237.which is a decimal equivalence of Year/Month/Day.
 AA5237
 AA5237.The orthometric height was determined by GPS observations and a
 AA5237.high-resolution geoid model.
 AA5237
 AA5237.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5237.GEOID18 height accuracy estimate available here.
 AA5237
 AA5237.Click photographs - Photos may exist for this station.
 AA5237
 AA5237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5237
 AA5237.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5237
 AA5237.The ellipsoidal height was determined by GPS observations
 AA5237.and is referenced to NAD 83.
 AA5237
 AA5237. The following values were computed from the NAD 83(2011) position.
 AA5237
 AA5237;                    North         East     Units Scale Factor Converg.
 AA5237;SPC NJ       -   159,911.661   193,659.952   MT  0.99992346   +0 19 54.7
 AA5237;SPC NJ       -   524,643.51    635,366.03   sFT  0.99992346   +0 19 54.7
 AA5237;UTM  18      - 4,458,511.500   586,157.123   MT  0.99969138   +0 39 18.4
 AA5237
 AA5237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5237!SPC NJ       -   1.00000384  x   0.99992346  =   0.99992730
 AA5237!UTM  18      -   1.00000384  x   0.99969138  =   0.99969522
 AA5237
 AA5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8615758511(NAD 83)
 AA5237
 AA5237                          SUPERSEDED SURVEY CONTROL
 AA5237
 AA5237  NAD 83(2007)-  40 16 21.52523(N)    073 59 11.85028(W) AD(2002.00) 0
 AA5237  ELLIP H (02/10/07)  -24.450  (m)                       GP(2002.00)    
 AA5237  ELLIP H (10/23/02)  -24.434  (m)                       GP(       ) 4 1
 AA5237  NAD 83(1996)-  40 16 21.52510(N)    073 59 11.85032(W) AD(       ) 1
 AA5237  ELLIP H (05/14/99)  -24.452  (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)  -24.457  (m)                       GP(       ) 3 1
 AA5237
 AA5237.Superseded values are not recommended for survey control.
 AA5237
 AA5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5237.See file dsdata.pdf to determine how the superseded data were derived.
 AA5237
 AA5237_MARKER: DD = SURVEY DISK
 AA5237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5237_STAMPING: 6297
 AA5237_MARK LOGO: NJDCED
 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  HISTORY     - 20080423 POOR             NJGS
 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.
 AA5237
 AA5237                          STATION RECOVERY (2008)
 AA5237
 AA5237'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 AA5237'THE ORIGINAL DISK HAS BEEN RESET IN A NEARBY CONCRETE SIDEWALK. THE
 AA5237'WORD RESET WAS ADDED TO THE ORIGINAL DISK AND A COMPLETE NEW
 AA5237'DESCRIPTION WAS SENT TO NGS FOR INCLUSION IN THE NSRS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6983 ***********************************************************************
 DM6983  DESIGNATION -  6297 RESET
 DM6983  PID         -  DM6983
 DM6983  STATE/COUNTY-  NJ/MONMOUTH
 DM6983  COUNTRY     -  US
 DM6983  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6983
 DM6983                         *CURRENT SURVEY CONTROL
 DM6983  ______________________________________________________________________
 DM6983* NAD 83(1986) POSITION- 40 16 22.     (N) 073 59 12.     (W)   SCALED
 DM6983* NAVD 88 ORTHO HEIGHT -     8.332 (meters)       27.34  (feet) ADJUSTED
 DM6983  ______________________________________________________________________
 DM6983  GEOID HEIGHT    -        -32.772 (meters)                     GEOID18
 DM6983  DYNAMIC HEIGHT  -          8.329 (meters)       27.33  (feet) COMP
 DM6983  MODELED GRAVITY -    980,173.7   (mgal)                       NAVD 88
 DM6983
 DM6983  VERT ORDER      -  FIRST     CLASS II
 DM6983
 DM6983.The horizontal coordinates were scaled from a map and have
 DM6983.an estimated accuracy of +/- 6 seconds.
 DM6983
 DM6983.The orthometric height was determined by differential leveling and
 DM6983.adjusted by the NATIONAL GEODETIC SURVEY
 DM6983.in May 2011.
 DM6983
 DM6983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6983.GEOID18 height accuracy estimate available here.
 DM6983
 DM6983.Click photographs - Photos may exist for this station.
 DM6983
 DM6983.The dynamic height is computed by dividing the NAVD 88
 DM6983.geopotential number by the normal gravity value computed on the
 DM6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6983.degrees latitude (g = 980.6199 gals.).
 DM6983
 DM6983.The modeled gravity was interpolated from observed gravity values.
 DM6983
 DM6983;                    North         East    Units  Estimated Accuracy
 DM6983;SPC NJ       -   159,930.      193,660.      MT  (+/- 180 meters Scaled)
 DM6983
 DM6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK861585(NAD 83)
 DM6983
 DM6983                          SUPERSEDED SURVEY CONTROL
 DM6983
 DM6983.No superseded survey control is available for this station.
 DM6983
 DM6983_MARKER: DD = SURVEY DISK
 DM6983_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6983_SP_SET: SIDEWALK
 DM6983_STAMPING: 6297 RESET
 DM6983_MARK LOGO: NJDCED
 DM6983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6983+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM6983
 DM6983  HISTORY     - Date     Condition        Report By
 DM6983  HISTORY     - UNK      MONUMENTED       LOCENG
 DM6983  HISTORY     - 20080507 POOR             NJGS
 DM6983
 DM6983                          STATION DESCRIPTION
 DM6983
 DM6983'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6983'THE STATION IS LOCATED IN LONG BRANCH, ON THE WEST SIDE OF OCEAN
 DM6983'AVENUE AT THE NORTHWEST CORNER OF THE JUNCTION WITH PULLMAN AVENUE.
 DM6983'
 DM6983'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 DM6983'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 2.9 MI (4.7 KM) SOUTH ON
 DM6983'OCEAN BOULEVARD TO THE STATION ON THE RIGHT.
 DM6983'
 DM6983'THE STATION IS 24.7 FT (7.5 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DM6983'OCEAN AVENUE, 12.5 FT (3.8 M) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 22.2
 DM6983'FT (6.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF PULLMAN AVENUE, 4.0 FT
 DM6983'(1.2 M) WEST OF THE WEST CURBLINE OF OCEAN AVENUE.
 DM6983'
 DM6983'THIS DISK HAS BEEN RESET BY PARTIES UNKNOWN.  THE ORIGINAL STATION
 DM6983'6297 (AA5237) WAS A CONCRETE MONUMENT SET IN THE SIDEWALK.  THE
 DM6983'SIDEWALK HAS BEEN REPLACED BY A HANDICAPPED RAMP AND THE ORIGINAL DISK
 DM6983'WAS RESET IN THE SIDEWALK.  THE SIDEWALK IS CRACKED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7172 ***********************************************************************
 DM7172  DESIGNATION -  6299
 DM7172  PID         -  DM7172
 DM7172  STATE/COUNTY-  NJ/MONMOUTH
 DM7172  COUNTRY     -  US
 DM7172  USGS QUAD   -  ASBURY PARK (2019)
 DM7172
 DM7172                         *CURRENT SURVEY CONTROL
 DM7172  ______________________________________________________________________
 DM7172* NAD 83(1986) POSITION- 40 13 21.     (N) 074 00 22.     (W)   SCALED
 DM7172* NAVD 88 ORTHO HEIGHT -     5.403 (meters)       17.73  (feet) ADJUSTED
 DM7172  ______________________________________________________________________
 DM7172  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 DM7172  DYNAMIC HEIGHT  -          5.401 (meters)       17.72  (feet) COMP
 DM7172  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 DM7172
 DM7172  VERT ORDER      -  FIRST     CLASS II
 DM7172
 DM7172.The horizontal coordinates were scaled from a map and have
 DM7172.an estimated accuracy of +/- 6 seconds.
 DM7172
 DM7172.The orthometric height was determined by differential leveling and
 DM7172.adjusted by the NATIONAL GEODETIC SURVEY
 DM7172.in May 2011.
 DM7172
 DM7172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7172.GEOID18 height accuracy estimate available here.
 DM7172
 DM7172.Click photographs - Photos may exist for this station.
 DM7172
 DM7172.The dynamic height is computed by dividing the NAVD 88
 DM7172.geopotential number by the normal gravity value computed on the
 DM7172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7172.degrees latitude (g = 980.6199 gals.).
 DM7172
 DM7172.The modeled gravity was interpolated from observed gravity values.
 DM7172
 DM7172;                    North         East    Units  Estimated Accuracy
 DM7172;SPC NJ       -   154,340.      192,030.      MT  (+/- 180 meters Scaled)
 DM7172
 DM7172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK845529(NAD 83)
 DM7172
 DM7172                          SUPERSEDED SURVEY CONTROL
 DM7172
 DM7172.No superseded survey control is available for this station.
 DM7172
 DM7172_MARKER: DD = SURVEY DISK
 DM7172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7172_STAMPING: 6299
 DM7172_MARK LOGO: NJDCED
 DM7172_PROJECTION: RECESSED 10 CENTIMETERS
 DM7172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7172+STABILITY: SURFACE MOTION
 DM7172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7172+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM7172
 DM7172  HISTORY     - Date     Condition        Report By
 DM7172  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7172  HISTORY     - 20080507 GOOD             NJGS
 DM7172
 DM7172                          STATION DESCRIPTION
 DM7172
 DM7172'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7172'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST-NORTHEAST OF
 DM7172'FARMINGDALE, 5.7 MI (9.2 KM) SOUTH OF LONG BRANCH AND IN THE TOWN OF
 DM7172'ASBURY PARK, NJ.
 DM7172'
 DM7172'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, BETWEEN THE CURB
 DM7172'AND SIDEWALK ON THE SOUTHEAST CORNER OF THIRD AND GRAND AVENUE.
 DM7172'
 DM7172'THE STATION IS 1 FT (0.3 M) EAST OF THE EAST CURB OF GRAND AVENUE, 16
 DM7172'FT (4.9 M) SOUTH OF THE SOUTH CURB OF THIRD AVENUE56 FT NORTHWEST OF
 DM7172'THE NORTHWEST CORNER OF A 3-STORY BRICK APARTMENT BUILDING, NUMBER
 DM7172'412, 4.1 FT (1.2 M) NORTH OF THE INLET CURB PIECE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0940 ***********************************************************************
 KV0940  DESIGNATION -  64 PRR
 KV0940  PID         -  KV0940
 KV0940  STATE/COUNTY-  NJ/MIDDLESEX
 KV0940  COUNTRY     -  US
 KV0940  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0940
 KV0940                         *CURRENT SURVEY CONTROL
 KV0940  ______________________________________________________________________
 KV0940* NAD 83(1986) POSITION- 40 28 52.     (N) 074 17 38.     (W)   SCALED
 KV0940* NAVD 88 ORTHO HEIGHT -    24.427 (meters)       80.14  (feet) ADJUSTED
 KV0940  ______________________________________________________________________
 KV0940  GEOID HEIGHT    -        -32.524 (meters)                     GEOID18
 KV0940  DYNAMIC HEIGHT  -         24.417 (meters)       80.11  (feet) COMP
 KV0940  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 KV0940
 KV0940  VERT ORDER      -  FIRST     CLASS II
 KV0940
 KV0940.The horizontal coordinates were scaled from a map and have
 KV0940.an estimated accuracy of +/- 6 seconds.
 KV0940
 KV0940.The orthometric height was determined by differential leveling and
 KV0940.adjusted by the NATIONAL GEODETIC SURVEY
 KV0940.in March 2001.
 KV0940
 KV0940.No vertical observational check was made to the station.
 KV0940
 KV0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0940.GEOID18 height accuracy estimate available here.
 KV0940
 KV0940.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598813(NAD 83)
 KV0940
 KV0940                          SUPERSEDED SURVEY CONTROL
 KV0940
 KV0940  NAVD 88 (06/15/91)   24.436  (m)           80.17   (f) SUPERSEDED  1 2
 KV0940  NGVD 29 (04/16/92)   24.734  (m)           81.15   (f) ADJUSTED    1 2
 KV0940  NGVD 29 (??/??/87)   24.785  (m)           81.32   (f) SUPERSEDED  1 2
 KV0940
 KV0940.Superseded values are not recommended for survey control.
 KV0940
 KV0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0940.See file dsdata.pdf to determine how the superseded data were derived.
 KV0940
 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 = JULY 24, 2026 22:12:30 EDT
 KV0010 ***********************************************************************
 KV0010  DESIGNATION -  64.01
 KV0010  PID         -  KV0010
 KV0010  STATE/COUNTY-  NJ/MIDDLESEX
 KV0010  COUNTRY     -  US
 KV0010  USGS QUAD   -  PERTH AMBOY (2016)
 KV0010
 KV0010                         *CURRENT SURVEY CONTROL
 KV0010  ______________________________________________________________________
 KV0010* NAD 83(1986) POSITION- 40 30 21.2    (N) 074 15 56.1    (W)   HD_HELD2
 KV0010* NAVD 88 ORTHO HEIGHT -    19.194 (meters)       62.97  (feet) ADJUSTED
 KV0010  ______________________________________________________________________
 KV0010  GEOID HEIGHT    -        -32.488 (meters)                     GEOID18
 KV0010  DYNAMIC HEIGHT  -         19.186 (meters)       62.95  (feet) COMP
 KV0010  MODELED GRAVITY -    980,218.0   (mgal)                       NAVD 88
 KV0010
 KV0010  VERT ORDER      -  FIRST     CLASS I
 KV0010
 KV0010.The horizontal coordinates were established by autonomous hand held GPS
 KV0010.observations and have an estimated accuracy of +/- 10 meters.
 KV0010
 KV0010.The orthometric height was determined by differential leveling and
 KV0010.adjusted by the NATIONAL GEODETIC SURVEY
 KV0010.in June 1991.
 KV0010
 KV0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0010.GEOID18 height accuracy estimate available here.
 KV0010
 KV0010.Click photographs - Photos may exist for this station.
 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       -   185,709.      169,867.      MT  (+/- 10 meters HH2 GPS)
 KV0010
 KV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6222484167(NAD 83)
 KV0010
 KV0010                          SUPERSEDED SURVEY CONTROL
 KV0010
 KV0010  NGVD 29 (04/16/92)   19.496  (m)           63.96   (f) ADJUSTED    1 1
 KV0010  NGVD 29 (??/??/87)   19.534  (m)           64.09   (f) SUPERSEDED  1 1
 KV0010
 KV0010.Superseded values are not recommended for survey control.
 KV0010
 KV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0010.See file dsdata.pdf to determine how the superseded data were derived.
 KV0010
 KV0010_MARKER: X = CHISELED CROSS
 KV0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0010_SP_SET: BUILDING WINDOW SILL
 KV0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0010+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 KV0010
 KV0010  HISTORY     - Date     Condition        Report By
 KV0010  HISTORY     - 1933     MONUMENTED       NJGS
 KV0010  HISTORY     - 1964     GOOD             CGS
 KV0010  HISTORY     - 20200611 SEE DESCRIPTION  NJGS
 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.
 KV0010
 KV0010                          STATION RECOVERY (2020)
 KV0010
 KV0010'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV0010'UPDATING DATASHEET, CROSS CUT IN WINDOW SILL MAKING IT UNUSABLE FOR
 KV0010'GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0258 ***********************************************************************
 KV0258  DESIGNATION -  641
 KV0258  PID         -  KV0258
 KV0258  STATE/COUNTY-  NJ/ESSEX
 KV0258  COUNTRY     -  US
 KV0258  USGS QUAD   -  ELIZABETH (2016)
 KV0258
 KV0258                         *CURRENT SURVEY CONTROL
 KV0258  ______________________________________________________________________
 KV0258* NAD 83(1986) POSITION- 40 42 30.     (N) 074 07 58.     (W)   SCALED
 KV0258* NAVD 88 ORTHO HEIGHT -    10.552 (meters)       34.62  (feet) ADJUSTED
 KV0258  ______________________________________________________________________
 KV0258  GEOID HEIGHT    -        -32.210 (meters)                     GEOID18
 KV0258  DYNAMIC HEIGHT  -         10.548 (meters)       34.61  (feet) COMP
 KV0258  MODELED GRAVITY -    980,231.0   (mgal)                       NAVD 88
 KV0258
 KV0258  VERT ORDER      -  FIRST     CLASS I
 KV0258
 KV0258.The horizontal coordinates were scaled from a map and have
 KV0258.an estimated accuracy of +/- 6 seconds.
 KV0258
 KV0258.The orthometric height was determined by differential leveling and
 KV0258.adjusted by the NATIONAL GEODETIC SURVEY
 KV0258.in June 1991.
 KV0258
 KV0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0258.GEOID18 height accuracy estimate available here.
 KV0258
 KV0258.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL732067(NAD 83)
 KV0258
 KV0258                          SUPERSEDED SURVEY CONTROL
 KV0258
 KV0258  NGVD 29 (04/16/92)   10.898  (m)           35.75   (f) ADJUSTED    1 1
 KV0258  NGVD 29 (??/??/87)   10.898  (m)           35.75   (f) SUPERSEDED  1 1
 KV0258
 KV0258.Superseded values are not recommended for survey control.
 KV0258
 KV0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0258.See file dsdata.pdf to determine how the superseded data were derived.
 KV0258
 KV0258_MARKER: DD = SURVEY DISK
 KV0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV1265 ***********************************************************************
 KV1265  DESIGNATION -  655.7
 KV1265  PID         -  KV1265
 KV1265  STATE/COUNTY-  NJ/SUSSEX
 KV1265  COUNTRY     -  US
 KV1265  USGS QUAD   -  STANHOPE (2016)
 KV1265
 KV1265                         *CURRENT SURVEY CONTROL
 KV1265  ______________________________________________________________________
 KV1265* NAD 83(1986) POSITION- 40 59 01.1    (N) 074 44 29.2    (W)   HD_HELD2
 KV1265* NAVD 88 ORTHO HEIGHT -   199.645 (meters)      655.00  (feet) ADJUSTED
 KV1265  ______________________________________________________________________
 KV1265  GEOID HEIGHT    -        -32.828 (meters)                     GEOID18
 KV1265  DYNAMIC HEIGHT  -        199.555 (meters)      654.71  (feet) COMP
 KV1265  MODELED GRAVITY -    980,173.1   (mgal)                       NAVD 88
 KV1265
 KV1265  VERT ORDER      -  SECOND    CLASS 0
 KV1265
 KV1265.The horizontal coordinates were established by autonomous hand held GPS
 KV1265.observations and have an estimated accuracy of +/- 10 meters.
 KV1265
 KV1265.The orthometric height was determined by differential leveling and
 KV1265.adjusted by the NATIONAL GEODETIC SURVEY
 KV1265.in June 1991.
 KV1265
 KV1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1265.GEOID18 height accuracy estimate available here.
 KV1265
 KV1265.Click photographs - Photos may exist for this station.
 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       -   238,759.      129,683.      MT  (+/- 10 meters HH2 GPS)
 KV1265
 KV1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2175036973(NAD 83)
 KV1265
 KV1265                          SUPERSEDED SURVEY CONTROL
 KV1265
 KV1265  NGVD 29 (11/26/84)  199.860  (m)          655.71   (f) ADJUSTED    2 0
 KV1265
 KV1265.Superseded values are not recommended for survey control.
 KV1265
 KV1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1265.See file dsdata.pdf to determine how the superseded data were derived.
 KV1265
 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  HISTORY     - 20210628 MARK NOT FOUND   NJGS
 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.
 KV1265
 KV1265                          STATION RECOVERY (2021)
 KV1265
 KV1265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1265'CONCRETE BASE IS GONE, CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0100 ***********************************************************************
 KV0100  DESIGNATION -  68.07 NJGS=37 C OF N
 KV0100  PID         -  KV0100
 KV0100  STATE/COUNTY-  NJ/ESSEX
 KV0100  COUNTRY     -  US
 KV0100  USGS QUAD   -  ELIZABETH (2016)
 KV0100
 KV0100                         *CURRENT SURVEY CONTROL
 KV0100  ______________________________________________________________________
 KV0100* NAD 83(1986) POSITION- 40 44 13.     (N) 074 10 47.     (W)   SCALED
 KV0100* NAVD 88 ORTHO HEIGHT -    20.516 (meters)       67.31  (feet) ADJUSTED
 KV0100  ______________________________________________________________________
 KV0100  GEOID HEIGHT    -        -32.336 (meters)                     GEOID18
 KV0100  DYNAMIC HEIGHT  -         20.508 (meters)       67.28  (feet) COMP
 KV0100  MODELED GRAVITY -    980,219.0   (mgal)                       NAVD 88
 KV0100
 KV0100  VERT ORDER      -  FIRST     CLASS II
 KV0100
 KV0100.The horizontal coordinates were scaled from a map and have
 KV0100.an estimated accuracy of +/- 6 seconds.
 KV0100
 KV0100.The orthometric height was determined by differential leveling and
 KV0100.adjusted by the NATIONAL GEODETIC SURVEY
 KV0100.in June 1991.
 KV0100
 KV0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0100.GEOID18 height accuracy estimate available here.
 KV0100
 KV0100.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL692098(NAD 83)
 KV0100
 KV0100                          SUPERSEDED SURVEY CONTROL
 KV0100
 KV0100  NGVD 29 (11/26/84)   20.852  (m)           68.41   (f) ADJUSTED    1 2
 KV0100
 KV0100.Superseded values are not recommended for survey control.
 KV0100
 KV0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0100.See file dsdata.pdf to determine how the superseded data were derived.
 KV0100
 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 = JULY 24, 2026 22:12:30 EDT
 JU0525 ***********************************************************************
 JU0525  SACS        -  This is a Secondary Airport Control Station.
 JU0525  DESIGNATION -  68.34
 JU0525  PID         -  JU0525
 JU0525  STATE/COUNTY-  NJ/ATLANTIC
 JU0525  COUNTRY     -  US
 JU0525  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0525
 JU0525                         *CURRENT SURVEY CONTROL
 JU0525  ______________________________________________________________________
 JU0525* NAD 83(2011) POSITION- 39 27 22.81346(N) 074 34 39.24064(W)   ADJUSTED
 JU0525* NAD 83(2011) ELLIP HT-   -13.427 (meters)        (06/27/12)   ADJUSTED
 JU0525* NAD 83(2011) EPOCH   -  2010.00
 JU0525* NAVD 88 ORTHO HEIGHT -    20.453 (meters)       67.10  (feet) ADJUSTED
 JU0525  ______________________________________________________________________
 JU0525  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 JU0525  NAD 83(2011) X  -  1,311,392.263 (meters)                     COMP
 JU0525  NAD 83(2011) Y  - -4,753,708.975 (meters)                     COMP
 JU0525  NAD 83(2011) Z  -  4,031,553.239 (meters)                     COMP
 JU0525  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 JU0525  DYNAMIC HEIGHT  -         20.442 (meters)       67.07  (feet) COMP
 JU0525  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 JU0525
 JU0525  VERT ORDER      -  FIRST     CLASS I
 JU0525
 JU0525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0525  Standards:
 JU0525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0525  -------------------------------------------------------------------
 JU0525  NETWORK    0.69   1.20           0.30   0.26   0.61     -0.12191998
 JU0525  -------------------------------------------------------------------
 JU0525  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU0525
 JU0525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0525.been affixed to the stable North American tectonic plate. See 
 JU0525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0525
 JU0525.The horizontal coordinates are valid at the epoch date displayed above
 JU0525.which is a decimal equivalence of Year/Month/Day.
 JU0525
 JU0525.The orthometric height was determined by differential leveling and
 JU0525.adjusted by the NATIONAL GEODETIC SURVEY
 JU0525.in June 1991.
 JU0525
 JU0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0525.GEOID18 height accuracy estimate available here.
 JU0525
 JU0525.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 JU0525
 JU0525.The ellipsoidal height was determined by GPS observations
 JU0525.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0525
 JU0525;                    North         East     Units Scale Factor Converg.
 JU0525;SPC NJ       -    69,160.739   143,324.705   MT  0.99990055   -0 02 57.5
 JU0525;SPC NJ       -   226,904.86    470,224.47   sFT  0.99990055   -0 02 57.5
 JU0525;UTM  18      - 4,367,503.928   536,343.165   MT  0.99961626   +0 16 06.4
 JU0525
 JU0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0525!SPC NJ       -   1.00000211  x   0.99990055  =   0.99990266
 JU0525!UTM  18      -   1.00000211  x   0.99961626  =   0.99961837
 JU0525
 JU0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3634367503(NAD 83)
 JU0525
 JU0525                          SUPERSEDED SURVEY CONTROL
 JU0525
 JU0525  NAD 83(2007)-  39 27 22.81391(N)    074 34 39.24158(W) AD(2002.00) 0
 JU0525  ELLIP H (02/10/07)  -13.393  (m)                       GP(2002.00)    
 JU0525  ELLIP H (01/21/03)  -13.386  (m)                       GP(       ) 5 1
 JU0525  NAD 83(1996)-  39 27 22.81380(N)    074 34 39.24147(W) AD(       ) 1
 JU0525  ELLIP H (05/11/00)  -13.352  (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              20.45   (m)           67.1    (f) LEVELING    3  
 JU0525  NGVD 29              20.83   (m)           68.3    (f) LEVELING    3  
 JU0525  NGVD 29 (11/26/84)   20.833  (m)           68.35   (f) ADJUSTED    1 1
 JU0525
 JU0525.Superseded values are not recommended for survey control.
 JU0525
 JU0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0525.See file dsdata.pdf to determine how the superseded data were derived.
 JU0525
 JU0525_MARKER: DD = SURVEY DISK
 JU0525_SETTING: 7 = 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 - December 18, 2009
 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             NGS
 JU0525  HISTORY     - 19950322 GOOD             NGS
 JU0525  HISTORY     - 20000425 GOOD             NGS
 JU0525  HISTORY     - 20091218 GOOD             GRWAS
 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 NATIONAL 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.
 JU0525
 JU0525                          STATION RECOVERY (2009)
 JU0525
 JU0525'RECOVERY NOTE BY GRW AERIAL SURVEY 2009 (FCB)
 JU0525'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0493 ***********************************************************************
 KV0493  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0493  DESIGNATION -  6840
 KV0493  PID         -  KV0493
 KV0493  STATE/COUNTY-  NJ/BERGEN
 KV0493  COUNTRY     -  US
 KV0493  USGS QUAD   -  HACKENSACK (2019)
 KV0493
 KV0493                         *CURRENT SURVEY CONTROL
 KV0493  ______________________________________________________________________
 KV0493* NAD 83(1986) POSITION- 40 53 25.4    (N) 074 02 29.0    (W)   HD_HELD2
 KV0493* NAVD 88 ORTHO HEIGHT -     7.162 (meters)       23.50  (feet) ADJUSTED
 KV0493  ______________________________________________________________________
 KV0493  GEOID HEIGHT    -        -31.853 (meters)                     GEOID18
 KV0493  DYNAMIC HEIGHT  -          7.160 (meters)       23.49  (feet) COMP
 KV0493  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 KV0493
 KV0493  VERT ORDER      -  FIRST     CLASS II
 KV0493
 KV0493.The horizontal coordinates were established by autonomous hand held GPS
 KV0493.observations and have an estimated accuracy of +/- 10 meters.
 KV0493
 KV0493.The orthometric height was determined by differential leveling and
 KV0493.adjusted by the NATIONAL GEODETIC SURVEY
 KV0493.in June 1991.
 KV0493
 KV0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0493.GEOID18 height accuracy estimate available here.
 KV0493
 KV0493.This Tidal Bench Mark is designated as VM 2433
 KV0493.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0493
 KV0493.Click photographs - Photos may exist for this station.
 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       -   228,477.      188,645.      MT  (+/- 10 meters HH2 GPS)
 KV0493
 KV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8075427031(NAD 83)
 KV0493
 KV0493                          SUPERSEDED SURVEY CONTROL
 KV0493
 KV0493  NGVD 29 (11/26/84)    7.470  (m)           24.51   (f) ADJUSTED    1 2
 KV0493
 KV0493.Superseded values are not recommended for survey control.
 KV0493
 KV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0493.See file dsdata.pdf to determine how the superseded data were derived.
 KV0493
 KV0493_MARKER: DD = SURVEY DISK
 KV0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0493_STAMPING: 6840
 KV0493_MARK LOGO: NJDCED
 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 06, 2019
 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  HISTORY     - 20120718 GOOD             MAEC
 KV0493  HISTORY     - 20190906 GOOD             BOSWEL
 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.
 KV0493
 KV0493                          STATION RECOVERY (2012)
 KV0493
 KV0493'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2012 (MAE)
 KV0493'RECOVERED AS DESCRIBED
 KV0493
 KV0493                          STATION RECOVERY (2019)
 KV0493
 KV0493'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (AB)
 KV0493'ADA RAMPING HAS BEEN INSTALLED AT THIS CORNER.  THE MONUMENT IS NOW IN
 KV0493'A METAL MONUMENT BOX.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3413 ***********************************************************************
 KV3413  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3413  DESIGNATION -  6869 A NJGS
 KV3413  PID         -  KV3413
 KV3413  STATE/COUNTY-  NJ/ESSEX
 KV3413  COUNTRY     -  US
 KV3413  USGS QUAD   -  ORANGE (2016)
 KV3413
 KV3413                         *CURRENT SURVEY CONTROL
 KV3413  ______________________________________________________________________
 KV3413* NAD 83(1986) POSITION- 40 47 12.     (N) 074 08 53.     (W)   SCALED
 KV3413* NAVD 88 ORTHO HEIGHT -     3.656 (meters)       11.99  (feet) ADJUSTED
 KV3413  ______________________________________________________________________
 KV3413  GEOID HEIGHT    -        -32.239 (meters)                     GEOID18
 KV3413  DYNAMIC HEIGHT  -          3.655 (meters)       11.99  (feet) COMP
 KV3413  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 KV3413
 KV3413  VERT ORDER      -  FIRST     CLASS II
 KV3413
 KV3413.The horizontal coordinates were scaled from a map and have
 KV3413.an estimated accuracy of +/- 6 seconds.
 KV3413
 KV3413.The orthometric height was determined by differential leveling and
 KV3413.adjusted by the NATIONAL GEODETIC SURVEY
 KV3413.in June 1991.
 KV3413
 KV3413.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3413.GEOID18 height accuracy estimate available here.
 KV3413
 KV3413.This Tidal Bench Mark is designated as VM 12922
 KV3413.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3413
 KV3413.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718154(NAD 83)
 KV3413
 KV3413                          SUPERSEDED SURVEY CONTROL
 KV3413
 KV3413  NGVD 29 (11/26/84)    3.978  (m)           13.05   (f) ADJUSTED    1 2
 KV3413
 KV3413.Superseded values are not recommended for survey control.
 KV3413
 KV3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3413.See file dsdata.pdf to determine how the superseded data were derived.
 KV3413
 KV3413_MARKER: DB = BENCH MARK DISK
 KV3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20071013 MARK NOT FOUND   GEOCAC
 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.
 KV3413
 KV3413                          STATION RECOVERY (2007)
 KV3413
 KV3413'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV3413'THE DESCRIBED LOCATION IS NOW IN THE PAVED RIGHT-TURN LANE FROM
 KV3413'NORTHWEST-BOUND RUTGERS STREET TO NORTHERAST-BOUND MAIN STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6828 ***********************************************************************
 KV6828  DESIGNATION -  7 A 1
 KV6828  PID         -  KV6828
 KV6828  STATE/COUNTY-  NJ/ESSEX
 KV6828  COUNTRY     -  US
 KV6828  USGS QUAD   -  ORANGE (2016)
 KV6828
 KV6828                         *CURRENT SURVEY CONTROL
 KV6828  ______________________________________________________________________
 KV6828* NAD 83(2011) POSITION- 40 48 31.85932(N) 074 09 24.19019(W)   ADJUSTED
 KV6828* NAD 83(2011) ELLIP HT-     8.628 (meters)        (06/27/12)   ADJUSTED
 KV6828* NAD 83(2011) EPOCH   -  2010.00
 KV6828* NAVD 88 ORTHO HEIGHT -    40.9   (meters)      134.    (feet) GPS OBS
 KV6828  ______________________________________________________________________
 KV6828  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6828  GEOID HEIGHT    -        -32.430 (meters)                     GEOID90
 KV6828  GEOID HEIGHT    -        -32.253 (meters)                     GEOID18
 KV6828  NAD 83(2011) X  -  1,319,851.703 (meters)                     COMP
 KV6828  NAD 83(2011) Y  - -4,650,844.687 (meters)                     COMP
 KV6828  NAD 83(2011) Z  -  4,146,384.948 (meters)                     COMP
 KV6828  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 KV6828
 KV6828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6828  Standards:
 KV6828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6828  -------------------------------------------------------------------
 KV6828  NETWORK    0.52   0.80           0.19   0.23   0.41     -0.06232148
 KV6828  -------------------------------------------------------------------
 KV6828  Click here for local accuracies and other accuracy information.
 KV6828
 KV6828.The horizontal coordinates were established by GPS observations
 KV6828.and adjusted by the National Geodetic Survey in June 2012.
 KV6828
 KV6828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6828.been affixed to the stable North American tectonic plate. See 
 KV6828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6828
 KV6828.The horizontal coordinates are valid at the epoch date displayed above
 KV6828.which is a decimal equivalence of Year/Month/Day.
 KV6828
 KV6828.The orthometric height was determined by GPS observations and a
 KV6828.high-resolution geoid model.
 KV6828
 KV6828.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6828.GEOID18 height accuracy estimate available here.
 KV6828
 KV6828.Click photographs - Photos may exist for this station.
 KV6828
 KV6828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6828
 KV6828.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6828
 KV6828.The ellipsoidal height was determined by GPS observations
 KV6828.and is referenced to NAD 83.
 KV6828
 KV6828. The following values were computed from the NAD 83(2011) position.
 KV6828
 KV6828;                    North         East     Units Scale Factor Converg.
 KV6828;SPC NJ       -   219,378.768   178,962.377   MT  0.99991032   +0 13 27.7
 KV6828;SPC NJ       -   719,745.17    587,145.73   sFT  0.99991032   +0 13 27.7
 KV6828;UTM  18      - 4,517,880.017   571,126.057   MT  0.99966227   +0 33 04.1
 KV6828
 KV6828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6828!SPC NJ       -   0.99999865  x   0.99991032  =   0.99990897
 KV6828!UTM  18      -   0.99999865  x   0.99966227  =   0.99966092
 KV6828
 KV6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7112617880(NAD 83)
 KV6828
 KV6828                          SUPERSEDED SURVEY CONTROL
 KV6828
 KV6828  NAD 83(2007)-  40 48 31.85951(N)    074 09 24.19095(W) AD(2002.00) 0
 KV6828  ELLIP H (02/10/07)    8.644  (m)                       GP(2002.00)    
 KV6828  ELLIP H (10/23/02)    8.643  (m)                       GP(       ) 4 1
 KV6828  NAD 83(1996)-  40 48 31.85974(N)    074 09 24.19143(W) AD(       ) 1
 KV6828  ELLIP H (05/14/99)    8.655  (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
 KV6828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6828.See file dsdata.pdf to determine how the superseded data were derived.
 KV6828
 KV6828_MARKER: DD = SURVEY DISK
 KV6828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6828_STAMPING: 7 A 1 1992
 KV6828_MARK LOGO: NJGS
 KV6828_PROJECTION: FLUSH
 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 - March 29, 2019
 KV6828
 KV6828  HISTORY     - Date     Condition        Report By
 KV6828  HISTORY     - 1992     MONUMENTED       NJGS
 KV6828  HISTORY     - 20051030 GOOD             GEOCAC
 KV6828  HISTORY     - 20070427 GOOD             GEOCAC
 KV6828  HISTORY     - 20120426 GOOD             INDIV
 KV6828  HISTORY     - 20190329 GOOD             NJGS
 KV6828  HISTORY     - 20191010 GOOD             NJGS
 KV6828  HISTORY     - 20191017 MARK NOT FOUND   NJGS
 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.
 KV6828
 KV6828                          STATION RECOVERY (2007)
 KV6828
 KV6828'RECOVERY NOTE BY GEOCACHING 2007
 KV6828'RECOVERED IN GOOD CONDITION.
 KV6828
 KV6828                          STATION RECOVERY (2012)
 KV6828
 KV6828'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (CJM)
 KV6828'DESCRIPTION IS ADEQUATE
 KV6828
 KV6828                          STATION RECOVERY (2019)
 KV6828
 KV6828'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (BA)
 KV6828'RECOVERED IN GOOD CONDITION.
 KV6828
 KV6828                          STATION RECOVERY (2019)
 KV6828
 KV6828'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6828'RECOVERED IN GOOD CONDITION.
 KV6828
 KV6828                          STATION RECOVERY (2019)
 KV6828
 KV6828'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6828'NOT FOUND, A GATE HOUSE IS OCCUPYING THE AREA WHERE THE DISK SHOULD
 KV6828'BE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6829 ***********************************************************************
 KV6829  DESIGNATION -  7 B 1
 KV6829  PID         -  KV6829
 KV6829  STATE/COUNTY-  NJ/ESSEX
 KV6829  COUNTRY     -  US
 KV6829  USGS QUAD   -  ORANGE (2016)
 KV6829
 KV6829                         *CURRENT SURVEY CONTROL
 KV6829  ______________________________________________________________________
 KV6829* NAD 83(2011) POSITION- 40 48 35.66885(N) 074 12 44.61020(W)   ADJUSTED
 KV6829* NAD 83(2011) ELLIP HT-    42.206 (meters)        (06/27/12)   ADJUSTED
 KV6829* NAD 83(2011) EPOCH   -  2010.00
 KV6829* NAVD 88 ORTHO HEIGHT -    74.6   (meters)      245.    (feet) GPS OBS
 KV6829  ______________________________________________________________________
 KV6829  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6829  GEOID HEIGHT    -        -32.560 (meters)                     GEOID90
 KV6829  GEOID HEIGHT    -        -32.385 (meters)                     GEOID18
 KV6829  NAD 83(2011) X  -  1,315,318.044 (meters)                     COMP
 KV6829  NAD 83(2011) Y  - -4,652,075.495 (meters)                     COMP
 KV6829  NAD 83(2011) Z  -  4,146,495.838 (meters)                     COMP
 KV6829  LAPLACE CORR    -          3.98  (seconds)                    DEFLEC18
 KV6829
 KV6829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6829  Standards:
 KV6829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6829  -------------------------------------------------------------------
 KV6829  NETWORK    0.49   0.76           0.19   0.21   0.39     -0.00634791
 KV6829  -------------------------------------------------------------------
 KV6829  Click here for local accuracies and other accuracy information.
 KV6829
 KV6829.The horizontal coordinates were established by GPS observations
 KV6829.and adjusted by the National Geodetic Survey in June 2012.
 KV6829
 KV6829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6829.been affixed to the stable North American tectonic plate. See 
 KV6829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6829
 KV6829.The horizontal coordinates are valid at the epoch date displayed above
 KV6829.which is a decimal equivalence of Year/Month/Day.
 KV6829
 KV6829.The orthometric height was determined by GPS observations and a
 KV6829.high-resolution geoid model.
 KV6829
 KV6829.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6829.GEOID18 height accuracy estimate available here.
 KV6829
 KV6829.Click photographs - Photos may exist for this station.
 KV6829
 KV6829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6829
 KV6829.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6829
 KV6829.The ellipsoidal height was determined by GPS observations
 KV6829.and is referenced to NAD 83.
 KV6829
 KV6829. The following values were computed from the NAD 83(2011) position.
 KV6829
 KV6829;                    North         East     Units Scale Factor Converg.
 KV6829;SPC NJ       -   219,479.369   174,264.952   MT  0.99990724   +0 11 16.7
 KV6829;SPC NJ       -   720,075.23    571,734.26   sFT  0.99990724   +0 11 16.7
 KV6829;UTM  18      - 4,517,953.806   566,429.312   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6642917953(NAD 83)
 KV6829
 KV6829                          SUPERSEDED SURVEY CONTROL
 KV6829
 KV6829  NAD 83(2007)-  40 48 35.66903(N)    074 12 44.61096(W) AD(2002.00) 0
 KV6829  ELLIP H (02/10/07)   42.221  (m)                       GP(2002.00)    
 KV6829  ELLIP H (10/23/02)   42.214  (m)                       GP(       ) 4 1
 KV6829  NAD 83(1996)-  40 48 35.66927(N)    074 12 44.61141(W) AD(       ) 1
 KV6829  ELLIP H (05/14/99)   42.231  (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
 KV6829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6829.See file dsdata.pdf to determine how the superseded data were derived.
 KV6829
 KV6829_STAMPING: 7 B 1 1992
 KV6829_MARK LOGO: NJGS
 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  HISTORY     - 20191021 MARK NOT FOUND   NJGS
 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.
 KV6829
 KV6829                          STATION RECOVERY (2019)
 KV6829
 KV6829'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6829'NOT FOUND, WITH DIFFERENT CONFIGURATION OF ENTRANCE WAY AND PARKING
 KV6829'LOT, TIES MISSING, LOOK LIKE DISK BEEN PAVED OVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6830 ***********************************************************************
 KV6830  DESIGNATION -  7 C 1
 KV6830  PID         -  KV6830
 KV6830  STATE/COUNTY-  NJ/ESSEX
 KV6830  COUNTRY     -  US
 KV6830  USGS QUAD   -  ORANGE (2016)
 KV6830
 KV6830                         *CURRENT SURVEY CONTROL
 KV6830  ______________________________________________________________________
 KV6830* NAD 83(2011) POSITION- 40 48 13.92913(N) 074 14 20.11760(W)   ADJUSTED
 KV6830* NAD 83(2011) ELLIP HT-   156.178 (meters)        (06/27/12)   ADJUSTED
 KV6830* NAD 83(2011) EPOCH   -  2010.00
 KV6830* NAVD 88 ORTHO HEIGHT -   188.6   (meters)      619.    (feet) GPS OBS
 KV6830  ______________________________________________________________________
 KV6830  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6830  GEOID HEIGHT    -        -32.610 (meters)                     GEOID90
 KV6830  GEOID HEIGHT    -        -32.437 (meters)                     GEOID18
 KV6830  NAD 83(2011) X  -  1,313,306.314 (meters)                     COMP
 KV6830  NAD 83(2011) Y  - -4,653,188.838 (meters)                     COMP
 KV6830  NAD 83(2011) Z  -  4,146,062.716 (meters)                     COMP
 KV6830  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 KV6830
 KV6830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6830  Standards:
 KV6830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6830  -------------------------------------------------------------------
 KV6830  NETWORK    0.43   0.69           0.17   0.18   0.35     -0.01013470
 KV6830  -------------------------------------------------------------------
 KV6830  Click here for local accuracies and other accuracy information.
 KV6830
 KV6830.The horizontal coordinates were established by GPS observations
 KV6830.and adjusted by the National Geodetic Survey in June 2012.
 KV6830
 KV6830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6830.been affixed to the stable North American tectonic plate. See 
 KV6830.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6830
 KV6830.The horizontal coordinates are valid at the epoch date displayed above
 KV6830.which is a decimal equivalence of Year/Month/Day.
 KV6830
 KV6830.The orthometric height was determined by GPS observations and a
 KV6830.high-resolution geoid model.
 KV6830
 KV6830.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6830.GEOID18 height accuracy estimate available here.
 KV6830
 KV6830.Click photographs - Photos may exist for this station.
 KV6830
 KV6830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6830
 KV6830.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6830
 KV6830.The ellipsoidal height was determined by GPS observations
 KV6830.and is referenced to NAD 83.
 KV6830
 KV6830. The following values were computed from the NAD 83(2011) position.
 KV6830
 KV6830;                    North         East     Units Scale Factor Converg.
 KV6830;SPC NJ       -   218,801.820   172,028.676   MT  0.99990597   +0 10 14.2
 KV6830;SPC NJ       -   717,852.30    564,397.41   sFT  0.99990597   +0 10 14.2
 KV6830;UTM  18      - 4,517,263.689   564,197.503   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6419717263(NAD 83)
 KV6830
 KV6830                          SUPERSEDED SURVEY CONTROL
 KV6830
 KV6830  NAD 83(2007)-  40 48 13.92932(N)    074 14 20.11835(W) AD(2002.00) 0
 KV6830  ELLIP H (02/10/07)  156.193  (m)                       GP(2002.00)    
 KV6830  ELLIP H (10/23/02)  156.186  (m)                       GP(       ) 4 1
 KV6830  NAD 83(1996)-  40 48 13.92956(N)    074 14 20.11878(W) AD(       ) 1
 KV6830  ELLIP H (05/14/99)  156.203  (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
 KV6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6830.See file dsdata.pdf to determine how the superseded data were derived.
 KV6830
 KV6830_MARKER: DD = SURVEY DISK
 KV6830_SETTING: 66 = SET IN 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 21, 2019
 KV6830
 KV6830  HISTORY     - Date     Condition        Report By
 KV6830  HISTORY     - 1992     MONUMENTED       NJGS
 KV6830  HISTORY     - 19921030 GOOD             NJGS
 KV6830  HISTORY     - 20050528 GOOD             INDIV
 KV6830  HISTORY     - 20070502 GOOD             GEOCAC
 KV6830  HISTORY     - 20131130 GOOD             GEOCAC
 KV6830  HISTORY     - 20190329 GOOD             NJGS
 KV6830  HISTORY     - 20191021 GOOD             NJGS
 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.
 KV6830
 KV6830                          STATION RECOVERY (2007)
 KV6830
 KV6830'RECOVERY NOTE BY GEOCACHING 2007 (PSC)
 KV6830'RECOVERED IN GOOD CONDITION.
 KV6830
 KV6830                          STATION RECOVERY (2013)
 KV6830
 KV6830'RECOVERY NOTE BY GEOCACHING 2013 (APC)
 KV6830'RECOVERED IN GOOD CONDITION.
 KV6830
 KV6830                          STATION RECOVERY (2019)
 KV6830
 KV6830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (BA)
 KV6830'RECOVERED IN GOOD CONDITION.
 KV6830
 KV6830                          STATION RECOVERY (2019)
 KV6830
 KV6830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6831 ***********************************************************************
 KV6831  DESIGNATION -  7 D 1
 KV6831  PID         -  KV6831
 KV6831  STATE/COUNTY-  NJ/ESSEX
 KV6831  COUNTRY     -  US
 KV6831  USGS QUAD   -  ORANGE (2016)
 KV6831
 KV6831                         *CURRENT SURVEY CONTROL
 KV6831  ______________________________________________________________________
 KV6831* NAD 83(2011) POSITION- 40 46 01.42155(N) 074 14 18.05732(W)   ADJUSTED
 KV6831* NAD 83(2011) ELLIP HT-    27.529 (meters)        (06/27/12)   ADJUSTED
 KV6831* NAD 83(2011) EPOCH   -  2010.00
 KV6831* NAVD 88 ORTHO HEIGHT -    60.0   (meters)      197.    (feet) GPS OBS
 KV6831  ______________________________________________________________________
 KV6831  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6831  GEOID HEIGHT    -        -32.630 (meters)                     GEOID90
 KV6831  GEOID HEIGHT    -        -32.467 (meters)                     GEOID18
 KV6831  NAD 83(2011) X  -  1,314,051.628 (meters)                     COMP
 KV6831  NAD 83(2011) Y  - -4,655,651.677 (meters)                     COMP
 KV6831  NAD 83(2011) Z  -  4,142,883.753 (meters)                     COMP
 KV6831  LAPLACE CORR    -          4.50  (seconds)                    DEFLEC18
 KV6831
 KV6831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6831  Standards:
 KV6831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6831  -------------------------------------------------------------------
 KV6831  NETWORK    0.44   0.71           0.17   0.19   0.36     -0.05700616
 KV6831  -------------------------------------------------------------------
 KV6831  Click here for local accuracies and other accuracy information.
 KV6831
 KV6831.The horizontal coordinates were established by GPS observations
 KV6831.and adjusted by the National Geodetic Survey in June 2012.
 KV6831
 KV6831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6831.been affixed to the stable North American tectonic plate. See 
 KV6831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6831
 KV6831.The horizontal coordinates are valid at the epoch date displayed above
 KV6831.which is a decimal equivalence of Year/Month/Day.
 KV6831
 KV6831.The orthometric height was determined by GPS observations and a
 KV6831.high-resolution geoid model.
 KV6831
 KV6831.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6831.GEOID18 height accuracy estimate available here.
 KV6831
 KV6831.Click photographs - Photos may exist for this station.
 KV6831
 KV6831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6831
 KV6831.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6831
 KV6831.The ellipsoidal height was determined by GPS observations
 KV6831.and is referenced to NAD 83.
 KV6831
 KV6831. The following values were computed from the NAD 83(2011) position.
 KV6831
 KV6831;                    North         East     Units Scale Factor Converg.
 KV6831;SPC NJ       -   214,714.884   172,089.156   MT  0.99990600   +0 10 15.1
 KV6831;SPC NJ       -   704,443.75    564,595.84   sFT  0.99990600   +0 10 15.1
 KV6831;UTM  18      - 4,513,178.208   564,281.260   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6428113178(NAD 83)
 KV6831
 KV6831                          SUPERSEDED SURVEY CONTROL
 KV6831
 KV6831  NAD 83(2007)-  40 46 01.42173(N)    074 14 18.05806(W) AD(2002.00) 0
 KV6831  ELLIP H (02/10/07)   27.544  (m)                       GP(2002.00)    
 KV6831  ELLIP H (10/23/02)   27.538  (m)                       GP(       ) 4 1
 KV6831  NAD 83(1996)-  40 46 01.42198(N)    074 14 18.05838(W) AD(       ) 1
 KV6831  ELLIP H (05/14/99)   27.554  (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
 KV6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6831.See file dsdata.pdf to determine how the superseded data were derived.
 KV6831
 KV6831_MARKER: DD = SURVEY DISK
 KV6831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6831_STAMPING: 7 D 1 1992
 KV6831_MARK LOGO: NJGS
 KV6831_PROJECTION: FLUSH
 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 - October 21, 2019
 KV6831
 KV6831  HISTORY     - Date     Condition        Report By
 KV6831  HISTORY     - 1992     MONUMENTED       NJGS
 KV6831  HISTORY     - 19921030 GOOD             NJGS
 KV6831  HISTORY     - 20020708 GOOD             INDIV
 KV6831  HISTORY     - 20090416 GOOD             JCLS
 KV6831  HISTORY     - 20191021 GOOD             NJGS
 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.
 KV6831
 KV6831                          STATION RECOVERY (2009)
 KV6831
 KV6831'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 KV6831'RECOVERED IN GOOD CONDITION.
 KV6831
 KV6831                          STATION RECOVERY (2019)
 KV6831
 KV6831'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6832 ***********************************************************************
 KV6832  DESIGNATION -  7 E 1
 KV6832  PID         -  KV6832
 KV6832  STATE/COUNTY-  NJ/ESSEX
 KV6832  COUNTRY     -  US
 KV6832  USGS QUAD   -  ELIZABETH (2016)
 KV6832
 KV6832                         *CURRENT SURVEY CONTROL
 KV6832  ______________________________________________________________________
 KV6832* NAD 83(2011) POSITION- 40 42 01.67513(N) 074 11 58.07465(W)   ADJUSTED
 KV6832* NAD 83(2011) ELLIP HT-   -24.633 (meters)        (06/27/12)   ADJUSTED
 KV6832* NAD 83(2011) EPOCH   -  2010.00
 KV6832* NAVD 88 ORTHO HEIGHT -     7.8   (meters)       26.    (feet) GPS OBS
 KV6832  ______________________________________________________________________
 KV6832  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6832  GEOID HEIGHT    -        -32.550 (meters)                     GEOID90
 KV6832  GEOID HEIGHT    -        -32.396 (meters)                     GEOID18
 KV6832  NAD 83(2011) X  -  1,318,514.172 (meters)                     COMP
 KV6832  NAD 83(2011) Y  - -4,659,364.293 (meters)                     COMP
 KV6832  NAD 83(2011) Z  -  4,137,245.828 (meters)                     COMP
 KV6832  LAPLACE CORR    -          5.46  (seconds)                    DEFLEC18
 KV6832
 KV6832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6832  Standards:
 KV6832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6832  -------------------------------------------------------------------
 KV6832  NETWORK    0.47   0.80           0.17   0.21   0.41     -0.07018841
 KV6832  -------------------------------------------------------------------
 KV6832  Click here for local accuracies and other accuracy information.
 KV6832
 KV6832.The horizontal coordinates were established by GPS observations
 KV6832.and adjusted by the National Geodetic Survey in June 2012.
 KV6832
 KV6832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6832.been affixed to the stable North American tectonic plate. See 
 KV6832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6832
 KV6832.The horizontal coordinates are valid at the epoch date displayed above
 KV6832.which is a decimal equivalence of Year/Month/Day.
 KV6832
 KV6832.The orthometric height was determined by GPS observations and a
 KV6832.high-resolution geoid model.
 KV6832
 KV6832.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6832.GEOID18 height accuracy estimate available here.
 KV6832
 KV6832.Click photographs - Photos may exist for this station.
 KV6832
 KV6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6832
 KV6832.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6832
 KV6832.The ellipsoidal height was determined by GPS observations
 KV6832.and is referenced to NAD 83.
 KV6832
 KV6832. The following values were computed from the NAD 83(2011) position.
 KV6832
 KV6832;                    North         East     Units Scale Factor Converg.
 KV6832;SPC NJ       -   207,330.696   175,397.154   MT  0.99990794   +0 11 45.5
 KV6832;SPC NJ       -   680,217.46    575,448.83   sFT  0.99990794   +0 11 45.5
 KV6832;SPC NY L     -    59,295.251   283,142.260   MT  0.99999829   -0 07 49.7
 KV6832;SPC NY L     -   194,537.84    928,942.56   sFT  0.99999829   -0 07 49.7
 KV6832;UTM  18      - 4,505,814.844   567,630.407   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6763005814(NAD 83)
 KV6832
 KV6832                          SUPERSEDED SURVEY CONTROL
 KV6832
 KV6832  NAD 83(2007)-  40 42 01.67532(N)    074 11 58.07542(W) AD(2002.00) 0
 KV6832  ELLIP H (02/10/07)  -24.619  (m)                       GP(2002.00)    
 KV6832  ELLIP H (10/23/02)  -24.619  (m)                       GP(       ) 4 1
 KV6832  NAD 83(1996)-  40 42 01.67554(N)    074 11 58.07555(W) AD(       ) 1
 KV6832  ELLIP H (05/14/99)  -24.609  (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
 KV6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6832.See file dsdata.pdf to determine how the superseded data were derived.
 KV6832
 KV6832_MARKER: DD = SURVEY DISK
 KV6832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 02, 2025
 KV6832
 KV6832  HISTORY     - Date     Condition        Report By
 KV6832  HISTORY     - 1992     MONUMENTED       NJGS
 KV6832  HISTORY     - 19981106 GOOD             STEWRT
 KV6832  HISTORY     - 20000516 GOOD             PORANY
 KV6832  HISTORY     - 20070324 GOOD             GEOCAC
 KV6832  HISTORY     - 20200221 GOOD             NJGS
 KV6832  HISTORY     - 20250702 GOOD             AAAS
 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 WEEQUAHIC
 KV6832'PARK.
 KV6832'
 KV6832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND
 KV6832'FRELINGHUYSEN AVENUE, GO 0.35 MI (0.56 KM) SOUTH ON FRELINGHUYSEN
 KV6832'AVENUE TO THE JUNCTION WITH MEEKER AVENUE.  TURN RIGHT AND GO 0.3 MI
 KV6832'(0.5 KM) NORTHWEST ON MEEKER AVENUE TO THE PARK ENTRANCE ON THE LEFT.
 KV6832'TURN LEFT AND GO 0.35 MI (0.56 KM) STAYING TO THE LEFT ON THE PAVED
 KV6832'PARK ROAD ON THE SOUTH SIDE OF THE LAKE, TO THE ATHLETIC FIELD
 KV6832'OUTBOUND ROAD AND THE STATION ON THE LEFT. THE STATION CAN ALSO BE
 KV6832'REACHED FROM THE JUNCTION OF FRELINGHUYSEN AVENUE AND WHITHER PLACE BY
 KV6832'GOING 0.15 MI (0.24 KM) NORTHWEST ON WHITHER PLACE TO THE INTERSECTION
 KV6832'WITH DAYTON STREET.  TURN LEFT AND GO 0.05 MI (0.08 KM) TO THE PARK
 KV6832'ENTRANCE ON THE RIGHT.  TURN RIGHT AND FOLLOW THE PARK ROAD FOR 0.15
 KV6832'MI (0.24 KM) TO THE STATION ON THE LEFT.
 KV6832'
 KV6832'THE STATION IS 23.0 M (75.5 FT) EAST FROM THE CENTER OF THE SOFTBALL
 KV6832'FIELD BACKSTOP NUMBER 3, 5.2 M (17.1 FT) EAST FROM A STONE AND
 KV6832'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.  IT IS SET
 KV6832'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.
 KV6832
 KV6832                          STATION RECOVERY (2007)
 KV6832
 KV6832'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV6832'RECOVERED IN GOOD CONDITION.
 KV6832
 KV6832                          STATION RECOVERY (2020)
 KV6832
 KV6832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6832'RECOVERED IN GOOD CONDITION.
 KV6832
 KV6832                          STATION RECOVERY (2025)
 KV6832
 KV6832'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6833 ***********************************************************************
 KV6833  DESIGNATION -  7 F 1
 KV6833  PID         -  KV6833
 KV6833  STATE/COUNTY-  NJ/ESSEX
 KV6833  COUNTRY     -  US
 KV6833  USGS QUAD   -  ROSELLE (2019)
 KV6833
 KV6833                         *CURRENT SURVEY CONTROL
 KV6833  ______________________________________________________________________
 KV6833* NAD 83(2011) POSITION- 40 44 34.37145(N) 074 15 51.05593(W)   ADJUSTED
 KV6833* NAD 83(2011) ELLIP HT-     9.960 (meters)        (06/27/12)   ADJUSTED
 KV6833* NAD 83(2011) EPOCH   -  2010.00
 KV6833* NAVD 88 ORTHO HEIGHT -    42.5   (meters)      139.    (feet) GPS OBS
 KV6833  ______________________________________________________________________
 KV6833  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6833  GEOID HEIGHT    -        -32.700 (meters)                     GEOID90
 KV6833  GEOID HEIGHT    -        -32.539 (meters)                     GEOID18
 KV6833  NAD 83(2011) X  -  1,312,424.207 (meters)                     COMP
 KV6833  NAD 83(2011) Y  - -4,657,918.156 (meters)                     COMP
 KV6833  NAD 83(2011) Z  -  4,140,838.190 (meters)                     COMP
 KV6833  LAPLACE CORR    -          4.47  (seconds)                    DEFLEC18
 KV6833
 KV6833  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6833  Standards:
 KV6833         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6833            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6833  -------------------------------------------------------------------
 KV6833  NETWORK    0.50   0.76           0.19   0.22   0.39     -0.09128033
 KV6833  -------------------------------------------------------------------
 KV6833  Click here for local accuracies and other accuracy information.
 KV6833
 KV6833.The horizontal coordinates were established by GPS observations
 KV6833.and adjusted by the National Geodetic Survey in June 2012.
 KV6833
 KV6833.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6833.been affixed to the stable North American tectonic plate. See 
 KV6833.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6833
 KV6833.The horizontal coordinates are valid at the epoch date displayed above
 KV6833.which is a decimal equivalence of Year/Month/Day.
 KV6833
 KV6833.The orthometric height was determined by GPS observations and a
 KV6833.high-resolution geoid model.
 KV6833
 KV6833.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6833.GEOID18 height accuracy estimate available here.
 KV6833
 KV6833.Click photographs - Photos may exist for this station.
 KV6833
 KV6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6833
 KV6833.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6833
 KV6833.The ellipsoidal height was determined by GPS observations
 KV6833.and is referenced to NAD 83.
 KV6833
 KV6833. The following values were computed from the NAD 83(2011) position.
 KV6833
 KV6833;                    North         East     Units Scale Factor Converg.
 KV6833;SPC NJ       -   212,023.733   169,915.492   MT  0.99990488   +0 09 14.1
 KV6833;SPC NJ       -   695,614.53    557,464.41   sFT  0.99990488   +0 09 14.1
 KV6833;UTM  18      - 4,510,475.409   562,123.516   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6212310475(NAD 83)
 KV6833
 KV6833                          SUPERSEDED SURVEY CONTROL
 KV6833
 KV6833  NAD 83(2007)-  40 44 34.37163(N)    074 15 51.05665(W) AD(2002.00) 0
 KV6833  ELLIP H (02/10/07)    9.974  (m)                       GP(2002.00)    
 KV6833  ELLIP H (10/23/02)    9.969  (m)                       GP(       ) 4 1
 KV6833  NAD 83(1996)-  40 44 34.37187(N)    074 15 51.05691(W) AD(       ) 1
 KV6833  ELLIP H (05/14/99)    9.985  (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
 KV6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6833.See file dsdata.pdf to determine how the superseded data were derived.
 KV6833
 KV6833_MARKER: DD = SURVEY DISK
 KV6833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6833_STAMPING: 7 F 1 1992
 KV6833_MARK LOGO: NJGS
 KV6833_PROJECTION: FLUSH
 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 - April 26, 2025
 KV6833
 KV6833  HISTORY     - Date     Condition        Report By
 KV6833  HISTORY     - 1992     MONUMENTED       NJGS
 KV6833  HISTORY     - 19930309 GOOD             NJGS
 KV6833  HISTORY     - 20020708 GOOD             INDIV
 KV6833  HISTORY     - 20191024 GOOD             NJGS
 KV6833  HISTORY     - 20250426 GOOD             RAS
 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.
 KV6833
 KV6833                          STATION RECOVERY (2019)
 KV6833
 KV6833'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 KV6833'THE NAME OF THE PARK IS NEW WATERLANDS FIELD.
 KV6833
 KV6833                          STATION RECOVERY (2025)
 KV6833
 KV6833'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV6833'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6834 ***********************************************************************
 KV6834  DESIGNATION -  7 G 1
 KV6834  PID         -  KV6834
 KV6834  STATE/COUNTY-  NJ/ESSEX
 KV6834  COUNTRY     -  US
 KV6834  USGS QUAD   -  ORANGE (2016)
 KV6834
 KV6834                         *CURRENT SURVEY CONTROL
 KV6834  ______________________________________________________________________
 KV6834* NAD 83(2011) POSITION- 40 47 39.56408(N) 074 10 17.39541(W)   ADJUSTED
 KV6834* NAD 83(2011) ELLIP HT-     0.361 (meters)        (06/27/12)   ADJUSTED
 KV6834* NAD 83(2011) EPOCH   -  2010.00
 KV6834* NAVD 88 ORTHO HEIGHT -    32.7   (meters)      107.    (feet) GPS OBS
 KV6834  ______________________________________________________________________
 KV6834  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6834  GEOID HEIGHT    -        -32.470 (meters)                     GEOID90
 KV6834  GEOID HEIGHT    -        -32.297 (meters)                     GEOID18
 KV6834  NAD 83(2011) X  -  1,318,937.802 (meters)                     COMP
 KV6834  NAD 83(2011) Y  - -4,652,193.102 (meters)                     COMP
 KV6834  NAD 83(2011) Z  -  4,145,158.417 (meters)                     COMP
 KV6834  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 KV6834
 KV6834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6834  Standards:
 KV6834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6834  -------------------------------------------------------------------
 KV6834  NETWORK    0.53   0.84           0.20   0.23   0.43     -0.05417329
 KV6834  -------------------------------------------------------------------
 KV6834  Click here for local accuracies and other accuracy information.
 KV6834
 KV6834.The horizontal coordinates were established by GPS observations
 KV6834.and adjusted by the National Geodetic Survey in June 2012.
 KV6834
 KV6834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6834.been affixed to the stable North American tectonic plate. See 
 KV6834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6834
 KV6834.The horizontal coordinates are valid at the epoch date displayed above
 KV6834.which is a decimal equivalence of Year/Month/Day.
 KV6834
 KV6834.The orthometric height was determined by GPS observations and a
 KV6834.high-resolution geoid model.
 KV6834
 KV6834.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6834.GEOID18 height accuracy estimate available here.
 KV6834
 KV6834.Click photographs - Photos may exist for this station.
 KV6834
 KV6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6834
 KV6834.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6834
 KV6834.The ellipsoidal height was determined by GPS observations
 KV6834.and is referenced to NAD 83.
 KV6834
 KV6834. The following values were computed from the NAD 83(2011) position.
 KV6834
 KV6834;                    North         East     Units Scale Factor Converg.
 KV6834;SPC NJ       -   217,760.984   177,721.503   MT  0.99990946   +0 12 52.7
 KV6834;SPC NJ       -   714,437.50    583,074.63   sFT  0.99990946   +0 12 52.7
 KV6834;UTM  18      - 4,516,255.587   569,894.736   MT  0.99966013   +0 32 28.8
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6989416255(NAD 83)
 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  NAD 83(2007)-  40 47 39.56427(N)    074 10 17.39618(W) AD(2002.00) 0
 KV6834  ELLIP H (02/10/07)    0.376  (m)                       GP(2002.00)    
 KV6834  ELLIP H (10/23/02)    0.376  (m)                       GP(       ) 4 1
 KV6834  NAD 83(1996)-  40 47 39.56451(N)    074 10 17.39664(W) AD(       ) 1
 KV6834  ELLIP H (05/14/99)    0.387  (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
 KV6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6834.See file dsdata.pdf to determine how the superseded data were derived.
 KV6834
 KV6834_MARKER: DD = SURVEY DISK
 KV6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - May 17, 2007
 KV6834
 KV6834  HISTORY     - Date     Condition        Report By
 KV6834  HISTORY     - 1992     MONUMENTED       NJGS
 KV6834  HISTORY     - 20070517 GOOD             GEOCAC
 KV6834  HISTORY     - 20200514 GOOD             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.
 KV6834'
 KV6834'TO REACH THE STATION FROM THE JUNCTION OF THE EXIT RAMP LEADING FROM
 KV6834'THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AND BELLEVILLE AVENUE
 KV6834'AT 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.
 KV6834'
 KV6834'TO REACH THE STATION FROM THE JUNCTION OF THE EXIT RAMP LEADING FROM
 KV6834'THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AND HOOVER AVENUE AT
 KV6834'INTERCHANGE 150, GO 0.25 MI (0.40 KM) EAST SOUTHEAST ON HOOVER AVENUE
 KV6834'TO THE TEE JUNCTION WITH JORALEMON STREET.  TURN RIGHT AND GO 0.5 MI
 KV6834'(0.8 KM) EAST ON JORALEMON STREET TO THE JUNCTION WITH FRANKLIN
 KV6834'AVENUE.  TURN RIGHT AND GO 0.65 MI (1.05 KM) SOUTH ON FRANKLIN AVENUE
 KV6834'TO THE JUNCTION WITH BELLEVILLE AVENUE. TURN RIGHT AND GO 0.1 MI
 KV6834'(0.2 KM) WEST ON BELLEVILLE AVENUE TO THE HOSPITAL DRIVE ON THE RIGHT.
 KV6834'TURN RIGHT AND GO 44 M (144.4 FT) TO THE STATION ON THE RIGHT.
 KV6834'
 KV6834'THE STATION IS 18.8 M (61.7 FT) NORTH FROM THE NORTH CORNER OF A
 KV6834'RECTANGULAR CONCRETE SLAB FOR A WATER VALVE, 25.6 M (84.0 FT) EAST
 KV6834'SOUTHEAST FROM POLE NUMBER 3881, 17.3 M (56.8 FT) SOUTHEAST FROM THE
 KV6834'SOUTHEAST CURBLINE OF THE DRIVEWAY, 40.7 M (133.5 FT) NORTHEAST FROM
 KV6834'THE NORTHEAST CORNER OF THE SOUTHEAST BRICK COLUMN AT THE DRIVEWAY
 KV6834'ENTRANCE, 34.6 M (113.5 FT) SOUTH FROM POLE NUMBER 3882, 28.3 M
 KV6834'(92.8 FT) NORTHWEST FROM A SMALL ORNAMENTAL TREE AND 27.0 M (88.6 FT)
 KV6834'SOUTH FROM A MANHOLE.
 KV6834
 KV6834                          STATION RECOVERY (2007)
 KV6834
 KV6834'RECOVERY NOTE BY GEOCACHING 2007 (PSC)
 KV6834'RECOVERED IN GOOD CONDITION.
 KV6834
 KV6834                          STATION RECOVERY (2020)
 KV6834
 KV6834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6834'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6907 ***********************************************************************
 KV6907  DESIGNATION -  7 H 1
 KV6907  PID         -  KV6907
 KV6907  STATE/COUNTY-  NJ/ESSEX
 KV6907  COUNTRY     -  US
 KV6907  USGS QUAD   -  CALDWELL (2019)
 KV6907
 KV6907                         *CURRENT SURVEY CONTROL
 KV6907  ______________________________________________________________________
 KV6907* NAD 83(2011) POSITION- 40 46 32.93882(N) 074 19 28.11836(W)   ADJUSTED
 KV6907* NAD 83(2011) ELLIP HT-    48.134 (meters)        (06/27/12)   ADJUSTED
 KV6907* NAD 83(2011) EPOCH   -  2010.00
 KV6907* NAVD 88 ORTHO HEIGHT -    80.8   (meters)      265.    (feet) GPS OBS
 KV6907  ______________________________________________________________________
 KV6907  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6907  GEOID HEIGHT    -        -32.890 (meters)                     GEOID93
 KV6907  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 KV6907  NAD 83(2011) X  -  1,306,884.357 (meters)                     COMP
 KV6907  NAD 83(2011) Y  - -4,657,025.458 (meters)                     COMP
 KV6907  NAD 83(2011) Z  -  4,143,633.492 (meters)                     COMP
 KV6907  LAPLACE CORR    -          4.94  (seconds)                    DEFLEC18
 KV6907
 KV6907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6907  Standards:
 KV6907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6907  -------------------------------------------------------------------
 KV6907  NETWORK    0.45   0.71           0.18   0.19   0.36      0.03199908
 KV6907  -------------------------------------------------------------------
 KV6907  Click here for local accuracies and other accuracy information.
 KV6907
 KV6907.The horizontal coordinates were established by GPS observations
 KV6907.and adjusted by the National Geodetic Survey in June 2012.
 KV6907
 KV6907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6907.been affixed to the stable North American tectonic plate. See 
 KV6907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6907
 KV6907.The horizontal coordinates are valid at the epoch date displayed above
 KV6907.which is a decimal equivalence of Year/Month/Day.
 KV6907
 KV6907.The orthometric height was determined by GPS observations and a
 KV6907.high-resolution geoid model.
 KV6907
 KV6907.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6907.GEOID18 height accuracy estimate available here.
 KV6907
 KV6907.Click photographs - Photos may exist for this station.
 KV6907
 KV6907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6907
 KV6907.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6907
 KV6907.The ellipsoidal height was determined by GPS observations
 KV6907.and is referenced to NAD 83.
 KV6907
 KV6907. The following values were computed from the NAD 83(2011) position.
 KV6907
 KV6907;                    North         East     Units Scale Factor Converg.
 KV6907;SPC NJ       -   215,668.890   164,816.078   MT  0.99990270   +0 06 52.7
 KV6907;SPC NJ       -   707,573.68    540,734.08   sFT  0.99990270   +0 06 52.7
 KV6907;UTM  18      - 4,514,090.511   557,004.748   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5700414090(NAD 83)
 KV6907
 KV6907                          SUPERSEDED SURVEY CONTROL
 KV6907
 KV6907  NAD 83(2007)-  40 46 32.93901(N)    074 19 28.11909(W) AD(2002.00) 0
 KV6907  ELLIP H (02/10/07)   48.148  (m)                       GP(2002.00)    
 KV6907  ELLIP H (10/23/02)   48.138  (m)                       GP(       ) 4 1
 KV6907  NAD 83(1996)-  40 46 32.93928(N)    074 19 28.11947(W) AD(       ) 1
 KV6907  ELLIP H (05/14/99)   48.158  (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
 KV6907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6907.See file dsdata.pdf to determine how the superseded data were derived.
 KV6907
 KV6907_MARKER: DD = SURVEY DISK
 KV6907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6907_STAMPING: 7 H 1 1992
 KV6907_MARK LOGO: NJGS
 KV6907_PROJECTION: FLUSH
 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 - July 12, 2014
 KV6907
 KV6907  HISTORY     - Date     Condition        Report By
 KV6907  HISTORY     - 1992     MONUMENTED       NJGS
 KV6907  HISTORY     - 20140712 GOOD             GEOCAC
 KV6907  HISTORY     - 20200221 GOOD             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.
 KV6907
 KV6907                          STATION RECOVERY (2014)
 KV6907
 KV6907'RECOVERY NOTE BY GEOCACHING 2014 (APC)
 KV6907'THE MARK IS LOCATED NEAR THE CORNER OF A PARKING LOT ADJACENT TO
 KV6907'BASEBALL DIAMONDS BETWEEN ROOSEVELT PLAZA (THE FORMER ROOSEVELT
 KV6907'SCHOOL) AND THE MONMOUTH COURT COMMUNITY CENTER (EX-SCHOOL).
 KV6907'ROOSEVELT IS THE COMMERCIAL BUILDING AT THE CORNER OF NORTHFIELD AND
 KV6907'LIVINGSTON AVENUE.
 KV6907'
 KV6907'IT IS 10 FT (3.0 M) EAST OF A STEEL POLE AT THE SOUTHEAST CORNER OF A
 KV6907'PARKING LOT LOCATED TO THE SOUTH (REAR) OF THE MONMOUTH COURT
 KV6907'BUILDING.  AT THE SOUTH END OF THE PARKING LOT IS A DRIVEWAY LEADING
 KV6907'TO THE ROOSEVELT PARKING LOT.
 KV6907
 KV6907                          STATION RECOVERY (2020)
 KV6907
 KV6907'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6908 ***********************************************************************
 KV6908  DESIGNATION -  7 J 1
 KV6908  PID         -  KV6908
 KV6908  STATE/COUNTY-  NJ/ESSEX
 KV6908  COUNTRY     -  US
 KV6908  USGS QUAD   -  CALDWELL (2019)
 KV6908
 KV6908                         *CURRENT SURVEY CONTROL
 KV6908  ______________________________________________________________________
 KV6908* NAD 83(2011) POSITION- 40 46 53.16511(N) 074 16 37.30665(W)   ADJUSTED
 KV6908* NAD 83(2011) ELLIP HT-    84.291 (meters)        (06/27/12)   ADJUSTED
 KV6908* NAD 83(2011) EPOCH   -  2010.00
 KV6908* NAVD 88 ORTHO HEIGHT -   116.8   (meters)      383.    (feet) GPS OBS
 KV6908  ______________________________________________________________________
 KV6908  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6908  GEOID HEIGHT    -        -32.780 (meters)                     GEOID93
 KV6908  GEOID HEIGHT    -        -32.532 (meters)                     GEOID18
 KV6908  NAD 83(2011) X  -  1,310,637.467 (meters)                     COMP
 KV6908  NAD 83(2011) Y  - -4,655,575.697 (meters)                     COMP
 KV6908  NAD 83(2011) Z  -  4,144,129.571 (meters)                     COMP
 KV6908  LAPLACE CORR    -          4.87  (seconds)                    DEFLEC18
 KV6908
 KV6908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6908  Standards:
 KV6908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6908  -------------------------------------------------------------------
 KV6908  NETWORK    0.60   0.84           0.21   0.27   0.43      0.00313948
 KV6908  -------------------------------------------------------------------
 KV6908  Click here for local accuracies and other accuracy information.
 KV6908
 KV6908.The horizontal coordinates were established by GPS observations
 KV6908.and adjusted by the National Geodetic Survey in June 2012.
 KV6908
 KV6908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6908.been affixed to the stable North American tectonic plate. See 
 KV6908.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6908
 KV6908.The horizontal coordinates are valid at the epoch date displayed above
 KV6908.which is a decimal equivalence of Year/Month/Day.
 KV6908
 KV6908.The orthometric height was determined by GPS observations and a
 KV6908.high-resolution geoid model.
 KV6908
 KV6908.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6908.GEOID18 height accuracy estimate available here.
 KV6908
 KV6908.Click photographs - Photos may exist for this station.
 KV6908
 KV6908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6908
 KV6908.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6908
 KV6908.The ellipsoidal height was determined by GPS observations
 KV6908.and is referenced to NAD 83.
 KV6908
 KV6908. The following values were computed from the NAD 83(2011) position.
 KV6908
 KV6908;                    North         East     Units Scale Factor Converg.
 KV6908;SPC NJ       -   216,301.847   168,819.612   MT  0.99990436   +0 08 44.3
 KV6908;SPC NJ       -   709,650.31    553,869.01   sFT  0.99990436   +0 08 44.3
 KV6908;UTM  18      - 4,514,746.107   561,003.566   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6100314746(NAD 83)
 KV6908
 KV6908                          SUPERSEDED SURVEY CONTROL
 KV6908
 KV6908  NAD 83(2007)-  40 46 53.16529(N)    074 16 37.30738(W) AD(2002.00) 0
 KV6908  ELLIP H (02/10/07)   84.305  (m)                       GP(2002.00)    
 KV6908  ELLIP H (10/23/02)   84.298  (m)                       GP(       ) 4 1
 KV6908  NAD 83(1996)-  40 46 53.16554(N)    074 16 37.30772(W) AD(       ) 1
 KV6908  ELLIP H (05/14/99)   84.315  (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
 KV6908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6908.See file dsdata.pdf to determine how the superseded data were derived.
 KV6908
 KV6908_STAMPING: 7 J 1 1992
 KV6908_MARK LOGO: NJGS
 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  HISTORY     - 20191017 MARK NOT FOUND   NJGS
 KV6908  HISTORY     - 20200501 MARK NOT FOUND   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.
 KV6908
 KV6908                          STATION RECOVERY (2019)
 KV6908
 KV6908'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6908'DESTROYED, A GATE HOUSE IS OCCUPYING THE AREA WHERE THE DISK SHOULD
 KV6908'BE.
 KV6908
 KV6908                          STATION RECOVERY (2020)
 KV6908
 KV6908'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6908'MONUMENT CONSIDERED LOST, GPS COORDINATES PLACE MONUMENT WHERE A GUARD
 KV6908'SHACK WAS BUILT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6909 ***********************************************************************
 KV6909  DESIGNATION -  7 K 1
 KV6909  PID         -  KV6909
 KV6909  STATE/COUNTY-  NJ/ESSEX
 KV6909  COUNTRY     -  US
 KV6909  USGS QUAD   -  CALDWELL (2019)
 KV6909
 KV6909                         *CURRENT SURVEY CONTROL
 KV6909  ______________________________________________________________________
 KV6909* NAD 83(2011) POSITION- 40 48 44.42099(N) 074 18 37.56050(W)   ADJUSTED
 KV6909* NAD 83(2011) ELLIP HT-    57.573 (meters)        (06/27/12)   ADJUSTED
 KV6909* NAD 83(2011) EPOCH   -  2010.00
 KV6909* NAVD 88 ORTHO HEIGHT -    90.2   (meters)      296.    (feet) GPS OBS
 KV6909  ______________________________________________________________________
 KV6909  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6909  GEOID HEIGHT    -        -32.830 (meters)                     GEOID93
 KV6909  GEOID HEIGHT    -        -32.594 (meters)                     GEOID18
 KV6909  NAD 83(2011) X  -  1,307,311.145 (meters)                     COMP
 KV6909  NAD 83(2011) Y  - -4,654,160.712 (meters)                     COMP
 KV6909  NAD 83(2011) Z  -  4,146,710.222 (meters)                     COMP
 KV6909  LAPLACE CORR    -          4.85  (seconds)                    DEFLEC18
 KV6909
 KV6909  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6909  Standards:
 KV6909         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6909            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6909  -------------------------------------------------------------------
 KV6909  NETWORK    0.43   0.67           0.17   0.18   0.34      0.03309160
 KV6909  -------------------------------------------------------------------
 KV6909  Click here for local accuracies and other accuracy information.
 KV6909
 KV6909.The horizontal coordinates were established by GPS observations
 KV6909.and adjusted by the National Geodetic Survey in June 2012.
 KV6909
 KV6909.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6909.been affixed to the stable North American tectonic plate. See 
 KV6909.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6909
 KV6909.The horizontal coordinates are valid at the epoch date displayed above
 KV6909.which is a decimal equivalence of Year/Month/Day.
 KV6909
 KV6909.The orthometric height was determined by GPS observations and a
 KV6909.high-resolution geoid model.
 KV6909
 KV6909.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6909.GEOID18 height accuracy estimate available here.
 KV6909
 KV6909.Click photographs - Photos may exist for this station.
 KV6909
 KV6909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6909
 KV6909.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6909
 KV6909.The ellipsoidal height was determined by GPS observations
 KV6909.and is referenced to NAD 83.
 KV6909
 KV6909. The following values were computed from the NAD 83(2011) position.
 KV6909
 KV6909;                    North         East     Units Scale Factor Converg.
 KV6909;SPC NJ       -   219,726.811   165,992.770   MT  0.99990315   +0 07 26.0
 KV6909;SPC NJ       -   720,887.05    544,594.61   sFT  0.99990315   +0 07 26.0
 KV6909;UTM  18      - 4,518,154.011   558,157.982   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5815718154(NAD 83)
 KV6909
 KV6909                          SUPERSEDED SURVEY CONTROL
 KV6909
 KV6909  NAD 83(2007)-  40 48 44.42117(N)    074 18 37.56125(W) AD(2002.00) 0
 KV6909  ELLIP H (02/10/07)   57.588  (m)                       GP(2002.00)    
 KV6909  ELLIP H (10/23/02)   57.577  (m)                       GP(       ) 4 1
 KV6909  NAD 83(1996)-  40 48 44.42143(N)    074 18 37.56167(W) AD(       ) 1
 KV6909  ELLIP H (05/14/99)   57.598  (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
 KV6909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6909.See file dsdata.pdf to determine how the superseded data were derived.
 KV6909
 KV6909_MARKER: DD = SURVEY DISK
 KV6909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 23, 2025
 KV6909
 KV6909  HISTORY     - Date     Condition        Report By
 KV6909  HISTORY     - 1992     MONUMENTED       NJGS
 KV6909  HISTORY     - 20010328 GOOD             TWT
 KV6909  HISTORY     - 20110103 GOOD             BOSWEL
 KV6909  HISTORY     - 20191004 GOOD             NJGS
 KV6909  HISTORY     - 20250423 GOOD             RAS
 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.
 KV6909
 KV6909                          STATION RECOVERY (2011)
 KV6909
 KV6909'RECOVERY NOTE BY BOSWELL ENGINEERING 2011 (LB)
 KV6909'RECOVERED IN GOOD CONDITION.
 KV6909
 KV6909                          STATION RECOVERY (2019)
 KV6909
 KV6909'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6909'RECOVERED IN GOOD CONDITION.
 KV6909
 KV6909                          STATION RECOVERY (2025)
 KV6909
 KV6909'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV6909'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6910 ***********************************************************************
 KV6910  DESIGNATION -  7 L 1
 KV6910  PID         -  KV6910
 KV6910  STATE/COUNTY-  NJ/ESSEX
 KV6910  COUNTRY     -  US
 KV6910  USGS QUAD   -  CALDWELL (2019)
 KV6910
 KV6910                         *CURRENT SURVEY CONTROL
 KV6910  ______________________________________________________________________
 KV6910* NAD 83(2011) POSITION- 40 50 08.74527(N) 074 15 30.73186(W)   ADJUSTED
 KV6910* NAD 83(2011) ELLIP HT-   114.155 (meters)        (06/27/12)   ADJUSTED
 KV6910* NAD 83(2011) EPOCH   -  2010.00
 KV6910* NAVD 88 ORTHO HEIGHT -   146.6   (meters)      481.    (feet) GPS OBS
 KV6910  ______________________________________________________________________
 KV6910  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6910  GEOID HEIGHT    -        -32.710 (meters)                     GEOID93
 KV6910  GEOID HEIGHT    -        -32.460 (meters)                     GEOID18
 KV6910  NAD 83(2011) X  -  1,311,076.482 (meters)                     COMP
 KV6910  NAD 83(2011) Y  - -4,651,379.151 (meters)                     COMP
 KV6910  NAD 83(2011) Z  -  4,148,715.607 (meters)                     COMP
 KV6910  LAPLACE CORR    -          4.30  (seconds)                    DEFLEC18
 KV6910
 KV6910  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6910  Standards:
 KV6910         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6910            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6910  -------------------------------------------------------------------
 KV6910  NETWORK    0.47   0.73           0.18   0.20   0.37      0.01273971
 KV6910  -------------------------------------------------------------------
 KV6910  Click here for local accuracies and other accuracy information.
 KV6910
 KV6910.The horizontal coordinates were established by GPS observations
 KV6910.and adjusted by the National Geodetic Survey in June 2012.
 KV6910
 KV6910.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6910.been affixed to the stable North American tectonic plate. See 
 KV6910.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6910
 KV6910.The horizontal coordinates are valid at the epoch date displayed above
 KV6910.which is a decimal equivalence of Year/Month/Day.
 KV6910
 KV6910.The orthometric height was determined by GPS observations and a
 KV6910.high-resolution geoid model.
 KV6910
 KV6910.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6910.GEOID18 height accuracy estimate available here.
 KV6910
 KV6910.Click photographs - Photos may exist for this station.
 KV6910
 KV6910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6910
 KV6910.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6910
 KV6910.The ellipsoidal height was determined by GPS observations
 KV6910.and is referenced to NAD 83.
 KV6910
 KV6910. The following values were computed from the NAD 83(2011) position.
 KV6910
 KV6910;                    North         East     Units Scale Factor Converg.
 KV6910;SPC NJ       -   222,338.500   170,363.883   MT  0.99990510   +0 09 28.4
 KV6910;SPC NJ       -   729,455.56    558,935.51   sFT  0.99990510   +0 09 28.4
 KV6910;UTM  18      - 4,520,789.911   562,512.993   MT  0.99964810   +0 29 05.5
 KV6910
 KV6910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6910!SPC NJ       -   0.99998209  x   0.99990510  =   0.99988720
 KV6910!UTM  18      -   0.99998209  x   0.99964810  =   0.99963020
 KV6910
 KV6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6251220789(NAD 83)
 KV6910
 KV6910                          SUPERSEDED SURVEY CONTROL
 KV6910
 KV6910  NAD 83(2007)-  40 50 08.74546(N)    074 15 30.73262(W) AD(2002.00) 0
 KV6910  ELLIP H (02/10/07)  114.170  (m)                       GP(2002.00)    
 KV6910  ELLIP H (10/23/02)  114.161  (m)                       GP(       ) 4 1
 KV6910  NAD 83(1996)-  40 50 08.74570(N)    074 15 30.73306(W) AD(       ) 1
 KV6910  ELLIP H (05/14/99)  114.180  (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
 KV6910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6910.See file dsdata.pdf to determine how the superseded data were derived.
 KV6910
 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  HISTORY     - 20140715 MARK NOT FOUND   GEOCAC
 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.
 KV6910
 KV6910                          STATION RECOVERY (2014)
 KV6910
 KV6910'RECOVERY NOTE BY GEOCACHING 2014 (APC)
 KV6910'DISK IS MISSING, BUT STEM IS STILL VISIBLE IN THE CONCRETE PAD.
 KV6910'IGNORE REFERENCES TO THE ROAD LEADING TO THE JAIL COMPLEX, WHICH IS
 KV6910'LONG GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7801 ***********************************************************************
 AI7801  DESIGNATION -  7 L 1
 AI7801  PID         -  AI7801
 AI7801  STATE/COUNTY-  NJ/ESSEX
 AI7801  COUNTRY     -  US
 AI7801  USGS QUAD   -  ELIZABETH (2016)
 AI7801
 AI7801                         *CURRENT SURVEY CONTROL
 AI7801  ______________________________________________________________________
 AI7801* NAD 83(1986) POSITION- 40 44 26.4    (N) 074 09 56.4    (W)   HD_HELD2
 AI7801* NAVD 88 ORTHO HEIGHT -     5.545 (meters)       18.19  (feet) ADJUSTED
 AI7801  ______________________________________________________________________
 AI7801  GEOID HEIGHT    -        -32.299 (meters)                     GEOID18
 AI7801  DYNAMIC HEIGHT  -          5.543 (meters)       18.19  (feet) COMP
 AI7801  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 AI7801
 AI7801  VERT ORDER      -  FIRST     CLASS II
 AI7801
 AI7801.The horizontal coordinates were established by autonomous hand held GPS
 AI7801.observations and have an estimated accuracy of +/- 10 meters.
 AI7801
 AI7801.The orthometric height was determined by differential leveling and
 AI7801.adjusted by the NATIONAL GEODETIC SURVEY
 AI7801.in March 2001.
 AI7801
 AI7801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7801.GEOID18 height accuracy estimate available here.
 AI7801
 AI7801.Click photographs - Photos may exist for this station.
 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       -   211,805.      178,236.      MT  (+/- 10 meters HH2 GPS)
 AI7801
 AI7801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7044310303(NAD 83)
 AI7801
 AI7801                          SUPERSEDED SURVEY CONTROL
 AI7801
 AI7801.No superseded survey control is available for this station.
 AI7801
 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  HISTORY     - 20030426 GOOD             INDIV
 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.
 AI7801
 AI7801                          STATION RECOVERY (2003)
 AI7801
 AI7801'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKM)
 AI7801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6911 ***********************************************************************
 KV6911  DESIGNATION -  7 M 1
 KV6911  PID         -  KV6911
 KV6911  STATE/COUNTY-  NJ/ESSEX
 KV6911  COUNTRY     -  US
 KV6911  USGS QUAD   -  POMPTON PLAINS (2016)
 KV6911
 KV6911                         *CURRENT SURVEY CONTROL
 KV6911  ______________________________________________________________________
 KV6911* NAD 83(2011) POSITION- 40 52 43.86599(N) 074 16 19.73248(W)   ADJUSTED
 KV6911* NAD 83(2011) ELLIP HT-    20.386 (meters)        (06/27/12)   ADJUSTED
 KV6911* NAD 83(2011) EPOCH   -  2010.00
 KV6911* NAVD 88 ORTHO HEIGHT -    52.9   (meters)      174.    (feet) GPS OBS
 KV6911  ______________________________________________________________________
 KV6911  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6911  GEOID HEIGHT    -        -32.710 (meters)                     GEOID93
 KV6911  GEOID HEIGHT    -        -32.470 (meters)                     GEOID18
 KV6911  NAD 83(2011) X  -  1,309,103.697 (meters)                     COMP
 KV6911  NAD 83(2011) Y  - -4,648,609.082 (meters)                     COMP
 KV6911  NAD 83(2011) Z  -  4,152,273.466 (meters)                     COMP
 KV6911  LAPLACE CORR    -          4.21  (seconds)                    DEFLEC18
 KV6911
 KV6911  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6911  Standards:
 KV6911         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6911            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6911  -------------------------------------------------------------------
 KV6911  NETWORK    0.49   0.73           0.19   0.21   0.37     -0.00762546
 KV6911  -------------------------------------------------------------------
 KV6911  Click here for local accuracies and other accuracy information.
 KV6911
 KV6911.The horizontal coordinates were established by GPS observations
 KV6911.and adjusted by the National Geodetic Survey in June 2012.
 KV6911
 KV6911.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6911.been affixed to the stable North American tectonic plate. See 
 KV6911.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6911
 KV6911.The horizontal coordinates are valid at the epoch date displayed above
 KV6911.which is a decimal equivalence of Year/Month/Day.
 KV6911
 KV6911.The orthometric height was determined by GPS observations and a
 KV6911.high-resolution geoid model.
 KV6911
 KV6911.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6911.GEOID18 height accuracy estimate available here.
 KV6911
 KV6911.Click photographs - Photos may exist for this station.
 KV6911
 KV6911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6911
 KV6911.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6911
 KV6911.The ellipsoidal height was determined by GPS observations
 KV6911.and is referenced to NAD 83.
 KV6911
 KV6911. The following values were computed from the NAD 83(2011) position.
 KV6911
 KV6911;                    North         East     Units Scale Factor Converg.
 KV6911;SPC NJ       -   227,120.046   169,203.523   MT  0.99990454   +0 08 56.8
 KV6911;SPC NJ       -   745,143.02    555,128.56   sFT  0.99990454   +0 08 56.8
 KV6911;UTM  18      - 4,525,563.524   561,325.661   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6132525563(NAD 83)
 KV6911
 KV6911                          SUPERSEDED SURVEY CONTROL
 KV6911
 KV6911  NAD 83(2007)-  40 52 43.86618(N)    074 16 19.73324(W) AD(2002.00) 0
 KV6911  ELLIP H (02/10/07)   20.401  (m)                       GP(2002.00)    
 KV6911  ELLIP H (10/23/02)   20.392  (m)                       GP(       ) 4 1
 KV6911  NAD 83(1996)-  40 52 43.86642(N)    074 16 19.73368(W) AD(       ) 1
 KV6911  ELLIP H (05/14/99)   20.411  (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
 KV6911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6911.See file dsdata.pdf to determine how the superseded data were derived.
 KV6911
 KV6911_MARKER: DD = SURVEY DISK
 KV6911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6911_STAMPING: 7 M 1 1992
 KV6911_MARK LOGO: NJGS
 KV6911_PROJECTION: FLUSH
 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 - May 06, 2020
 KV6911
 KV6911  HISTORY     - Date     Condition        Report By
 KV6911  HISTORY     - 1992     MONUMENTED       NJGS
 KV6911  HISTORY     - 20010328 GOOD             TWT
 KV6911  HISTORY     - 20011210 GOOD             NGS
 KV6911  HISTORY     - 20090416 GOOD             JCLS
 KV6911  HISTORY     - 20191024 GOOD             NJGS
 KV6911  HISTORY     - 20200506 GOOD             NJGS
 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.
 KV6911
 KV6911                          STATION RECOVERY (2009)
 KV6911
 KV6911'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 KV6911'RECOVERED IN GOOD CONDITION.
 KV6911
 KV6911                          STATION RECOVERY (2019)
 KV6911
 KV6911'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6911'RECOVERED IN GOOD CONDITION.
 KV6911
 KV6911                          STATION RECOVERY (2020)
 KV6911
 KV6911'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6912 ***********************************************************************
 KV6912  DESIGNATION -  7 N 1
 KV6912  PID         -  KV6912
 KV6912  STATE/COUNTY-  NJ/ESSEX
 KV6912  COUNTRY     -  US
 KV6912  USGS QUAD   -  POMPTON PLAINS (2016)
 KV6912
 KV6912                         *CURRENT SURVEY CONTROL
 KV6912  ______________________________________________________________________
 KV6912* NAD 83(2011) POSITION- 40 53 23.90386(N) 074 18 14.00670(W)   ADJUSTED
 KV6912* NAD 83(2011) ELLIP HT-    19.015 (meters)        (06/27/12)   ADJUSTED
 KV6912* NAD 83(2011) EPOCH   -  2010.00
 KV6912* NAVD 88 ORTHO HEIGHT -    51.5   (meters)      169.    (feet) GPS OBS
 KV6912  ______________________________________________________________________
 KV6912  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6912  GEOID HEIGHT    -        -32.750 (meters)                     GEOID93
 KV6912  GEOID HEIGHT    -        -32.511 (meters)                     GEOID18
 KV6912  NAD 83(2011) X  -  1,306,309.106 (meters)                     COMP
 KV6912  NAD 83(2011) Y  - -4,648,554.379 (meters)                     COMP
 KV6912  NAD 83(2011) Z  -  4,153,206.327 (meters)                     COMP
 KV6912  LAPLACE CORR    -          3.13  (seconds)                    DEFLEC18
 KV6912
 KV6912  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6912  Standards:
 KV6912         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6912            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6912  -------------------------------------------------------------------
 KV6912  NETWORK    0.66   0.92           0.27   0.27   0.47     -0.08259619
 KV6912  -------------------------------------------------------------------
 KV6912  Click here for local accuracies and other accuracy information.
 KV6912
 KV6912.The horizontal coordinates were established by GPS observations
 KV6912.and adjusted by the National Geodetic Survey in June 2012.
 KV6912
 KV6912.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6912.been affixed to the stable North American tectonic plate. See 
 KV6912.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6912
 KV6912.The horizontal coordinates are valid at the epoch date displayed above
 KV6912.which is a decimal equivalence of Year/Month/Day.
 KV6912
 KV6912.The orthometric height was determined by GPS observations and a
 KV6912.high-resolution geoid model.
 KV6912
 KV6912.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6912.GEOID18 height accuracy estimate available here.
 KV6912
 KV6912.Click photographs - Photos may exist for this station.
 KV6912
 KV6912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6912
 KV6912.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6912
 KV6912.The ellipsoidal height was determined by GPS observations
 KV6912.and is referenced to NAD 83.
 KV6912
 KV6912. The following values were computed from the NAD 83(2011) position.
 KV6912
 KV6912;                    North         East     Units Scale Factor Converg.
 KV6912;SPC NJ       -   228,348.521   166,525.447   MT  0.99990336   +0 07 42.2
 KV6912;SPC NJ       -   749,173.44    546,342.24   sFT  0.99990336   +0 07 42.2
 KV6912;UTM  18      - 4,526,776.367   558,641.309   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5864126776(NAD 83)
 KV6912
 KV6912                          SUPERSEDED SURVEY CONTROL
 KV6912
 KV6912  NAD 83(2007)-  40 53 23.90404(N)    074 18 14.00748(W) AD(2002.00) 0
 KV6912  ELLIP H (02/10/07)   19.030  (m)                       GP(2002.00)    
 KV6912  ELLIP H (10/23/02)   19.020  (m)                       GP(       ) 4 1
 KV6912  NAD 83(1996)-  40 53 23.90426(N)    074 18 14.00792(W) AD(       ) 1
 KV6912  ELLIP H (05/14/99)   19.040  (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
 KV6912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6912.See file dsdata.pdf to determine how the superseded data were derived.
 KV6912
 KV6912_MARKER: DD = SURVEY DISK
 KV6912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6912_STAMPING: 7 N 1 1992
 KV6912_MARK LOGO: NJGS
 KV6912_PROJECTION: RECESSED 12 CENTIMETERS
 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 - October 04, 2019
 KV6912
 KV6912  HISTORY     - Date     Condition        Report By
 KV6912  HISTORY     - 1992     MONUMENTED       NJGS
 KV6912  HISTORY     - 20040421 GOOD             INDIV
 KV6912  HISTORY     - 20191004 GOOD             NJGS
 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.
 KV6912
 KV6912                          STATION RECOVERY (2019)
 KV6912
 KV6912'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV6912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0948 ***********************************************************************
 KV0948  DESIGNATION -  7.54 NJGS
 KV0948  PID         -  KV0948
 KV0948  STATE/COUNTY-  NJ/MIDDLESEX
 KV0948  COUNTRY     -  US
 KV0948  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0948
 KV0948                         *CURRENT SURVEY CONTROL
 KV0948  ______________________________________________________________________
 KV0948* NAD 83(1986) POSITION- 40 24 59.     (N) 074 21 41.     (W)   SCALED
 KV0948* NAVD 88 ORTHO HEIGHT -     1.923 (meters)        6.31  (feet) POSTED
 KV0948  ______________________________________________________________________
 KV0948  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 KV0948  DYNAMIC HEIGHT  -          1.92  (meters)        6.3   (feet) COMP
 KV0948  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 KV0948
 KV0948  VERT ORDER      -  * POSTED, SEE BELOW
 KV0948
 KV0948.The horizontal coordinates were scaled from a 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
 KV0948.* This is a POSTED BENCH MARK height.
 KV0948
 KV0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0948.GEOID18 height accuracy estimate available here.
 KV0948
 KV0948.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541741(NAD 83)
 KV0948
 KV0948                          SUPERSEDED SURVEY CONTROL
 KV0948
 KV0948  NGVD 29 (11/26/84)    2.307  (m)            7.57   (f) ADJUSTED    1 2
 KV0948
 KV0948.Superseded values are not recommended for survey control.
 KV0948
 KV0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0948.See file dsdata.pdf to determine how the superseded data were derived.
 KV0948
 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 = JULY 24, 2026 22:12:30 EDT
 DI3330 ***********************************************************************
 DI3330  DESIGNATION -  7025
 DI3330  PID         -  DI3330
 DI3330  STATE/COUNTY-  NJ/GLOUCESTER
 DI3330  COUNTRY     -  US
 DI3330  USGS QUAD   -  PITMAN EAST (2019)
 DI3330
 DI3330                         *CURRENT SURVEY CONTROL
 DI3330  ______________________________________________________________________
 DI3330* NAD 83(1986) POSITION- 39 38 20.     (N) 075 05 15.     (W)   SCALED
 DI3330* NAVD 88 ORTHO HEIGHT -    36.816 (meters)      120.79  (feet) ADJUSTED
 DI3330  ______________________________________________________________________
 DI3330  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 DI3330  DYNAMIC HEIGHT  -         36.797 (meters)      120.72  (feet) COMP
 DI3330  MODELED GRAVITY -    980,125.7   (mgal)                       NAVD 88
 DI3330
 DI3330  VERT ORDER      -  FIRST     CLASS II
 DI3330
 DI3330.The horizontal coordinates were scaled from a map and have
 DI3330.an estimated accuracy of +/- 6 seconds.
 DI3330
 DI3330.The orthometric height was determined by differential leveling and
 DI3330.adjusted by the NATIONAL GEODETIC SURVEY
 DI3330.in June 2007.
 DI3330
 DI3330.No vertical observational check was made to the station.
 DI3330
 DI3330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3330.GEOID18 height accuracy estimate available here.
 DI3330
 DI3330.Click photographs - Photos may exist for this station.
 DI3330
 DI3330.The dynamic height is computed by dividing the NAVD 88
 DI3330.geopotential number by the normal gravity value computed on the
 DI3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3330.degrees latitude (g = 980.6199 gals.).
 DI3330
 DI3330.The modeled gravity was interpolated from observed gravity values.
 DI3330
 DI3330;                    North         East    Units  Estimated Accuracy
 DI3330;SPC NJ       -    89,590.       99,570.      MT  (+/- 180 meters Scaled)
 DI3330
 DI3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ924876(NAD 83)
 DI3330
 DI3330                          SUPERSEDED SURVEY CONTROL
 DI3330
 DI3330.No superseded survey control is available for this station.
 DI3330
 DI3330_MARKER: DD = SURVEY DISK
 DI3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3330_STAMPING: 7025
 DI3330_MARK LOGO: NJDCED
 DI3330_PROJECTION: RECESSED 20 CENTIMETERS
 DI3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3330+STABILITY: SURFACE MOTION
 DI3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3330+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 DI3330
 DI3330  HISTORY     - Date     Condition        Report By
 DI3330  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3330  HISTORY     - 20030606 GOOD             NJGS
 DI3330
 DI3330                          STATION DESCRIPTION
 DI3330
 DI3330'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3330'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP ON THE WEST SIDE OF STATE
 DI3330'ROUTE 47.
 DI3330'
 DI3330'TO REACH THE STATION FROM THE INTERSECTION OF LITTLE MILL ROAD AND
 DI3330'STATE ROUTE 47, GO  NORTH ON STATE ROUTE 47 FOR 0.10 MI (0.16 KM) TO
 DI3330'THE STATION ON THE LEFT, SET ABOUT 0.2 M  (0.7 FT) BELOW THE GROUND IN
 DI3330'THE FRONT LAWN OF THE SELF STORAGE COMPANY OF  FRANKLINVILLE.
 DI3330'
 DI3330'THE STATION IS 2.0 M (6.6 FT) NORTH NORTHWEST FROM WOOD UTILITY POLE
 DI3330'NUMBER 8623, 10.6 M  (34.8 FT) EAST FROM WOOD UTILITY POLE NUMBER G
 DI3330'25392, 9.0 M (29.5 FT) EAST NORTHEAST FROM A  FLAG POLE IN FRONT OF
 DI3330'THE SELF STORAGE COMPANY OF FRANKLINVILLE, 1.3 M (4.3 FT) WEST FROM
 DI3330'THE WEST CURB OF STATE ROUTE 47, 7.7 M (25.3 FT) WEST FROM THE
 DI3330'CENTERLINE OF STATE ROUTE  47, 51.3 M (168.3 FT) NORTH FROM MILEPOST
 DI3330'58 OF STATE ROUTE 47, 28.9 M (94.8 FT) SOUTHEAST  FROM THE SOUTHEAST
 DI3330'CORNER OF HOUSE NUMBER 3331 AND 8.0 M (26.2 FT) SOUTH FROM THE
 DI3330'CENTERLINE OF THE DRIVEWAY LEADING TO HOUSE NUMBER 3331.  THE STATION
 DI3330'IS SET ABOUT 0.2 M  (0.7 FT) BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4338 ***********************************************************************
 AI4338  DESIGNATION -  7051
 AI4338  PID         -  AI4338
 AI4338  STATE/COUNTY-  NJ/GLOUCESTER
 AI4338  COUNTRY     -  US
 AI4338  USGS QUAD   -  PITMAN WEST (2019)
 AI4338
 AI4338                         *CURRENT SURVEY CONTROL
 AI4338  ______________________________________________________________________
 AI4338* NAD 83(2011) POSITION- 39 39 10.26131(N) 075 08 59.64441(W)   ADJUSTED
 AI4338* NAD 83(2011) ELLIP HT-     9.546 (meters)        (06/27/12)   ADJUSTED
 AI4338* NAD 83(2011) EPOCH   -  2010.00
 AI4338* NAVD 88 ORTHO HEIGHT -    42.9   (meters)      141.    (feet) GPS OBS
 AI4338  ______________________________________________________________________
 AI4338  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4338  GEOID HEIGHT    -        -33.385 (meters)                     GEOID99
 AI4338  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 AI4338  NAD 83(2011) X  -  1,260,285.881 (meters)                     COMP
 AI4338  NAD 83(2011) Y  - -4,753,158.387 (meters)                     COMP
 AI4338  NAD 83(2011) Z  -  4,048,390.007 (meters)                     COMP
 AI4338  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 AI4338
 AI4338  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4338  Standards:
 AI4338         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4338            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4338  -------------------------------------------------------------------
 AI4338  NETWORK    0.62   0.98           0.29   0.20   0.50     -0.05566406
 AI4338  -------------------------------------------------------------------
 AI4338  Click here for local accuracies and other accuracy information.
 AI4338
 AI4338.The horizontal coordinates were established by GPS observations
 AI4338.and adjusted by the National Geodetic Survey in June 2012.
 AI4338
 AI4338.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4338.been affixed to the stable North American tectonic plate. See 
 AI4338.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4338
 AI4338.The horizontal coordinates are valid at the epoch date displayed above
 AI4338.which is a decimal equivalence of Year/Month/Day.
 AI4338
 AI4338.The orthometric height was determined by GPS observations and a
 AI4338.high-resolution geoid model.
 AI4338
 AI4338.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4338.GEOID18 height accuracy estimate available here.
 AI4338
 AI4338.Click photographs - Photos may exist for this station.
 AI4338
 AI4338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4338
 AI4338.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4338
 AI4338.The ellipsoidal height was determined by GPS observations
 AI4338.and is referenced to NAD 83.
 AI4338
 AI4338. The following values were computed from the NAD 83(2011) position.
 AI4338
 AI4338;                    North         East     Units Scale Factor Converg.
 AI4338;SPC NJ       -    91,175.640    94,227.766   MT  0.99993828   -0 24 53.0
 AI4338;SPC NJ       -   299,132.08    309,145.60   sFT  0.99993828   -0 24 53.0
 AI4338;UTM  18      - 4,389,238.896   487,139.914   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8713989238(NAD 83)
 AI4338
 AI4338                          SUPERSEDED SURVEY CONTROL
 AI4338
 AI4338  NAD 83(2007)-  39 39 10.26160(N)    075 08 59.64509(W) AD(2002.00) 0
 AI4338  ELLIP H (02/10/07)    9.557  (m)                       GP(2002.00)    
 AI4338  ELLIP H (09/25/02)    9.566  (m)                       GP(       ) 4 1
 AI4338  NAD 83(1996)-  39 39 10.26150(N)    075 08 59.64517(W) AD(       ) 1
 AI4338  ELLIP H (03/31/00)    9.564  (m)                       GP(       ) 3 1
 AI4338
 AI4338.Superseded values are not recommended for survey control.
 AI4338
 AI4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4338.See file dsdata.pdf to determine how the superseded data were derived.
 AI4338
 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 - December 14, 2006
 AI4338
 AI4338  HISTORY     - Date     Condition        Report By
 AI4338  HISTORY     - 1939     MONUMENTED       NJGS
 AI4338  HISTORY     - 19990701 GOOD             NJGS
 AI4338  HISTORY     - 20040122 GOOD             GEOCAC
 AI4338  HISTORY     - 20061214 GOOD             NJDT
 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).
 AI4338
 AI4338                          STATION RECOVERY (2006)
 AI4338
 AI4338'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (JFL)
 AI4338'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0250 ***********************************************************************
 JU0250  DESIGNATION -  72
 JU0250  PID         -  JU0250
 JU0250  STATE/COUNTY-  NJ/OCEAN
 JU0250  COUNTRY     -  US
 JU0250  USGS QUAD   -  WHITING (2019)
 JU0250
 JU0250                         *CURRENT SURVEY CONTROL
 JU0250  ______________________________________________________________________
 JU0250* NAD 83(1986) POSITION- 39 56 56.2    (N) 074 22 53.9    (W)   HD_HELD2
 JU0250* NAVD 88 ORTHO HEIGHT -    50.115 (meters)      164.42  (feet) ADJUSTED
 JU0250  ______________________________________________________________________
 JU0250  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 JU0250  DYNAMIC HEIGHT  -         50.092 (meters)      164.34  (feet) COMP
 JU0250  MODELED GRAVITY -    980,164.5   (mgal)                       NAVD 88
 JU0250
 JU0250  VERT ORDER      -  SECOND    CLASS 0
 JU0250
 JU0250.The horizontal coordinates were established by autonomous hand held GPS
 JU0250.observations and have an estimated accuracy of +/- 10 meters.
 JU0250
 JU0250.The orthometric height was determined by differential leveling and
 JU0250.adjusted by the NATIONAL GEODETIC SURVEY
 JU0250.in June 1991.
 JU0250
 JU0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0250.GEOID18 height accuracy estimate available here.
 JU0250
 JU0250.Click photographs - Photos may exist for this station.
 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       -   123,853.      160,114.      MT  (+/- 10 meters HH2 GPS)
 JU0250
 JU0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5282222273(NAD 83)
 JU0250
 JU0250                          SUPERSEDED SURVEY CONTROL
 JU0250
 JU0250  NGVD 29 (11/26/84)   50.502  (m)          165.69   (f) ADJUSTED    2 0
 JU0250
 JU0250.Superseded values are not recommended for survey control.
 JU0250
 JU0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0250.See file dsdata.pdf to determine how the superseded data were derived.
 JU0250
 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 - May 23, 2022
 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  HISTORY     - 20141113 GOOD             GEOCAC
 JU0250  HISTORY     - 20220523 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.
 JU0250
 JU0250                          STATION RECOVERY (2014)
 JU0250
 JU0250'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU0250'RECOVERED IN GOOD CONDITION.
 JU0250
 JU0250                          STATION RECOVERY (2022)
 JU0250
 JU0250'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7813 ***********************************************************************
 DM7813  DESIGNATION -  7206
 DM7813  PID         -  DM7813
 DM7813  STATE/COUNTY-  NJ/HUNTERDON
 DM7813  COUNTRY     -  US
 DM7813  USGS QUAD   -  FLEMINGTON (2019)
 DM7813
 DM7813                         *CURRENT SURVEY CONTROL
 DM7813  ______________________________________________________________________
 DM7813* NAD 83(1986) POSITION- 40 30 32.     (N) 074 51 31.     (W)   SCALED
 DM7813* NAVD 88 ORTHO HEIGHT -    55.270 (meters)      181.33  (feet) ADJUSTED
 DM7813  ______________________________________________________________________
 DM7813  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 DM7813  DYNAMIC HEIGHT  -         55.244 (meters)      181.25  (feet) COMP
 DM7813  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 DM7813
 DM7813  VERT ORDER      -  SECOND    CLASS II
 DM7813
 DM7813.The horizontal coordinates were scaled from a map and have
 DM7813.an estimated accuracy of +/- 6 seconds.
 DM7813
 DM7813.The orthometric height was determined by differential leveling and
 DM7813.adjusted by the NATIONAL GEODETIC SURVEY
 DM7813.in April 2013.
 DM7813
 DM7813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7813.GEOID18 height accuracy estimate available here.
 DM7813
 DM7813.Click photographs - Photos may exist for this station.
 DM7813
 DM7813.The dynamic height is computed by dividing the NAVD 88
 DM7813.geopotential number by the normal gravity value computed on the
 DM7813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7813.degrees latitude (g = 980.6199 gals.).
 DM7813
 DM7813.The modeled gravity was interpolated from observed gravity values.
 DM7813
 DM7813;                    North         East    Units  Estimated Accuracy
 DM7813;SPC NJ       -   186,080.      119,610.      MT  (+/- 180 meters Scaled)
 DM7813
 DM7813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK119842(NAD 83)
 DM7813
 DM7813                          SUPERSEDED SURVEY CONTROL
 DM7813
 DM7813.No superseded survey control is available for this station.
 DM7813
 DM7813_MARKER: R = RIVET
 DM7813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM7813_SP_SET: BUILDING
 DM7813_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7813+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2010
 DM7813
 DM7813  HISTORY     - Date     Condition        Report By
 DM7813  HISTORY     - UNK      MONUMENTED       NJDCED
 DM7813  HISTORY     - 20100619 GOOD             NJGS
 DM7813
 DM7813                          STATION DESCRIPTION
 DM7813
 DM7813'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7813'THE STATION IS LOCATED IN THE BOROUGH OF FLEMINGTON, SET IN A DRILL
 DM7813'HOLE IN THE TOP OF THE GRANITE COPING AT THE SOUTHWEST CORNER OF THE
 DM7813'DEATS BUILDING, 3 STORY BRICK (NUMBER 124 MAIN STREET).  THE BUILDING
 DM7813'IS LOCATED AT THE NORTHEAST CORNER OF THE T-JUNCTION OF MAIN STREET
 DM7813'AND MINE STREET.
 DM7813'
 DM7813'THE STATION IS 17.5 FT (5.3 M) EAST OF THE EAST CURB OF MAIN STREET,
 DM7813'23 FT (7.0 M) NORTH OF THE EXTENDED CENTERLINE OF MINE STREET, 9 FT
 DM7813'(2.7 M) NORTH OF THE CENTERLINE OF THE DRIVEWAY ON THE SOUTH SIDE OF
 DM7813'THE DEATS BUILDING, 114 FT (34.7 M) SOUTH OF THE CENTERLINE OF MAPLE
 DM7813'AVENUE, 44 FT (13.4 M) NORTHEAST OF A FIRE HYDRANT.
 DM7813'
 DM7813'(RV 7260 182.144 FT) IS INSCRIBED ON THE SOUTH FACE OF THE GRANITE
 DM7813'COPING.  THE COPING IS LEVEL WITH THE FRONT DOOR ABOUT 3 FT (0.9 M)
 DM7813'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7795 ***********************************************************************
 AI7795  DESIGNATION -  7282 A
 AI7795  PID         -  AI7795
 AI7795  STATE/COUNTY-  NJ/ESSEX
 AI7795  COUNTRY     -  US
 AI7795  USGS QUAD   -  ELIZABETH (2016)
 AI7795
 AI7795                         *CURRENT SURVEY CONTROL
 AI7795  ______________________________________________________________________
 AI7795* NAD 83(1986) POSITION- 40 43 57.84   (N) 074 09 35.52   (W)   HD_HELD1
 AI7795* NAVD 88 ORTHO HEIGHT -     5.058 (meters)       16.59  (feet) ADJUSTED
 AI7795  ______________________________________________________________________
 AI7795  GEOID HEIGHT    -        -32.285 (meters)                     GEOID18
 AI7795  DYNAMIC HEIGHT  -          5.055 (meters)       16.58  (feet) COMP
 AI7795  MODELED GRAVITY -    980,223.6   (mgal)                       NAVD 88
 AI7795
 AI7795  VERT ORDER      -  FIRST     CLASS II
 AI7795
 AI7795.The horizontal coordinates were determined by differentially corrected
 AI7795.hand held GPS observations or other comparable positioning techniques
 AI7795.and have an estimated accuracy of +/- 3 meters.
 AI7795
 AI7795.The orthometric height was determined by differential leveling and
 AI7795.adjusted by the NATIONAL GEODETIC SURVEY
 AI7795.in March 2001.
 AI7795
 AI7795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7795.GEOID18 height accuracy estimate available here.
 AI7795
 AI7795.Click photographs - Photos may exist for this station.
 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       -   210,925.9     178,729.6     MT  (+/- 3 meters HH1 GPS) 
 AI7795
 AI7795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7094109428(NAD 83)
 AI7795
 AI7795                          SUPERSEDED SURVEY CONTROL
 AI7795
 AI7795.No superseded survey control is available for this station.
 AI7795
 AI7795_MARKER: DD = SURVEY DISK
 AI7795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7795_STAMPING: 7282 A
 AI7795_MARK LOGO: NJGS
 AI7795_PROJECTION: RECESSED 15 CENTIMETERS
 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 - July 15, 2022
 AI7795
 AI7795  HISTORY     - Date     Condition        Report By
 AI7795  HISTORY     - 1938     MONUMENTED       NJGS
 AI7795  HISTORY     - 19960827 GOOD             NJGS
 AI7795  HISTORY     - 20030822 GOOD             USGS
 AI7795  HISTORY     - 20070324 GOOD             GEOCAC
 AI7795  HISTORY     - 20220715 GOOD             NJGS
 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).
 AI7795
 AI7795                          STATION RECOVERY (2007)
 AI7795
 AI7795'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 AI7795'RECOVERED IN GOOD CONDITION.
 AI7795
 AI7795                          STATION RECOVERY (2022)
 AI7795
 AI7795'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 AI7795'RECOVERED IN GOOD CONDITION, AS PREVIOUSLY STATED THE MONUMENT IS IN A
 AI7795'HOLE UNDER THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0277 ***********************************************************************
 KV0277  DESIGNATION -  7285
 KV0277  PID         -  KV0277
 KV0277  STATE/COUNTY-  NJ/HUDSON
 KV0277  COUNTRY     -  US
 KV0277  USGS QUAD   -  JERSEY CITY (2019)
 KV0277
 KV0277                         *CURRENT SURVEY CONTROL
 KV0277  ______________________________________________________________________
 KV0277* NAD 83(1986) POSITION- 40 44 04.31   (N) 074 04 52.32   (W)   HD_HELD1
 KV0277* NAVD 88 ORTHO HEIGHT -     2.302 (meters)        7.55  (feet) ADJUSTED
 KV0277  ______________________________________________________________________
 KV0277  GEOID HEIGHT    -        -32.050 (meters)                     GEOID18
 KV0277  DYNAMIC HEIGHT  -          2.301 (meters)        7.55  (feet) COMP
 KV0277  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 KV0277
 KV0277  VERT ORDER      -  FIRST     CLASS II
 KV0277
 KV0277.The horizontal coordinates were determined by differentially corrected
 KV0277.hand held GPS observations or other comparable positioning techniques
 KV0277.and have an estimated accuracy of +/- 3 meters.
 KV0277
 KV0277.The orthometric height was determined by differential leveling and
 KV0277.adjusted by the NATIONAL GEODETIC SURVEY
 KV0277.in June 1991.
 KV0277
 KV0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0277.GEOID18 height accuracy estimate available here.
 KV0277
 KV0277.Click photographs - Photos may exist for this station.
 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       -   211,154.1     185,373.3     MT  (+/- 3 meters HH1 GPS) 
 KV0277
 KV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7758209694(NAD 83)
 KV0277
 KV0277                          SUPERSEDED SURVEY CONTROL
 KV0277
 KV0277  NGVD 29 (11/26/84)    2.648  (m)            8.69   (f) ADJUSTED    1 2
 KV0277
 KV0277.Superseded values are not recommended for survey control.
 KV0277
 KV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0277.See file dsdata.pdf to determine how the superseded data were derived.
 KV0277
 KV0277_MARKER: DD = SURVEY DISK
 KV0277_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV0277_STAMPING: 7285
 KV0277_MARK LOGO: CGS+SS
 KV0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV0281 ***********************************************************************
 KV0281  DESIGNATION -  7295
 KV0281  PID         -  KV0281
 KV0281  STATE/COUNTY-  NJ/HUDSON
 KV0281  COUNTRY     -  US
 KV0281  USGS QUAD   -  JERSEY CITY (2019)
 KV0281
 KV0281                         *CURRENT SURVEY CONTROL
 KV0281  ______________________________________________________________________
 KV0281* NAD 83(1986) POSITION- 40 44 23.     (N) 074 04 48.     (W)   SCALED
 KV0281* NAVD 88 ORTHO HEIGHT -    10.995 (meters)       36.07  (feet) ADJUSTED
 KV0281  ______________________________________________________________________
 KV0281  GEOID HEIGHT    -        -32.045 (meters)                     GEOID18
 KV0281  DYNAMIC HEIGHT  -         10.991 (meters)       36.06  (feet) COMP
 KV0281  MODELED GRAVITY -    980,239.1   (mgal)                       NAVD 88
 KV0281
 KV0281  VERT ORDER      -  FIRST     CLASS I
 KV0281
 KV0281.The horizontal coordinates were scaled from a map and have
 KV0281.an estimated accuracy of +/- 6 seconds.
 KV0281
 KV0281.The orthometric height was determined by differential leveling and
 KV0281.adjusted by the NATIONAL GEODETIC SURVEY
 KV0281.in June 1991.
 KV0281
 KV0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0281.GEOID18 height accuracy estimate available here.
 KV0281
 KV0281.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL776102(NAD 83)
 KV0281
 KV0281                          SUPERSEDED SURVEY CONTROL
 KV0281
 KV0281  NGVD 29 (04/16/92)   11.341  (m)           37.21   (f) ADJUSTED    1 1
 KV0281  NGVD 29 (??/??/87)   11.341  (m)           37.21   (f) SUPERSEDED  1 1
 KV0281
 KV0281.Superseded values are not recommended for survey control.
 KV0281
 KV0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0281.See file dsdata.pdf to determine how the superseded data were derived.
 KV0281
 KV0281_MARKER: DD = SURVEY DISK
 KV0281_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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 = JULY 24, 2026 22:12:30 EDT
 KV0282 ***********************************************************************
 KV0282  DESIGNATION -  7296
 KV0282  PID         -  KV0282
 KV0282  STATE/COUNTY-  NJ/HUDSON
 KV0282  COUNTRY     -  US
 KV0282  USGS QUAD   -  JERSEY CITY (2019)
 KV0282
 KV0282                         *CURRENT SURVEY CONTROL
 KV0282  ______________________________________________________________________
 KV0282* NAD 83(1986) POSITION- 40 44 31.     (N) 074 05 03.     (W)   SCALED
 KV0282* NAVD 88 ORTHO HEIGHT -    11.159 (meters)       36.61  (feet) ADJUSTED
 KV0282  ______________________________________________________________________
 KV0282  GEOID HEIGHT    -        -32.058 (meters)                     GEOID18
 KV0282  DYNAMIC HEIGHT  -         11.155 (meters)       36.60  (feet) COMP
 KV0282  MODELED GRAVITY -    980,238.3   (mgal)                       NAVD 88
 KV0282
 KV0282  VERT ORDER      -  FIRST     CLASS I
 KV0282
 KV0282.The horizontal coordinates were scaled from a map and have
 KV0282.an estimated accuracy of +/- 6 seconds.
 KV0282
 KV0282.The orthometric height was determined by differential leveling and
 KV0282.adjusted by the NATIONAL GEODETIC SURVEY
 KV0282.in June 1991.
 KV0282
 KV0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0282.GEOID18 height accuracy estimate available here.
 KV0282
 KV0282.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL773105(NAD 83)
 KV0282
 KV0282                          SUPERSEDED SURVEY CONTROL
 KV0282
 KV0282  NGVD 29 (04/16/92)   11.504  (m)           37.74   (f) ADJUSTED    1 1
 KV0282  NGVD 29 (??/??/87)   11.504  (m)           37.74   (f) SUPERSEDED  1 1
 KV0282
 KV0282.Superseded values are not recommended for survey control.
 KV0282
 KV0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0282.See file dsdata.pdf to determine how the superseded data were derived.
 KV0282
 KV0282_MARKER: DD = SURVEY DISK
 KV0282_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0282_SP_SET: SIDEWALK
 KV0282_STAMPING: 7296
 KV0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0282+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2013
 KV0282
 KV0282  HISTORY     - Date     Condition        Report By
 KV0282  HISTORY     - 1965     MONUMENTED       NJGS
 KV0282  HISTORY     - 1965     GOOD             CGS
 KV0282  HISTORY     - 20060310 GOOD             INDIV
 KV0282  HISTORY     - 20060404 GOOD             BANC
 KV0282  HISTORY     - 20130701 GOOD             NJGS
 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.
 KV0282
 KV0282                          STATION RECOVERY (2006)
 KV0282
 KV0282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AEG)
 KV0282'RECOVERED IN GOOD CONDITION.
 KV0282
 KV0282                          STATION RECOVERY (2006)
 KV0282
 KV0282'RECOVERY NOTE BY BANC 3 2006 (AEG)
 KV0282'RECOVERED IN GOOD CONDITION.
 KV0282
 KV0282                          STATION RECOVERY (2013)
 KV0282
 KV0282'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (ECB)
 KV0282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0251 ***********************************************************************
 JU0251  DESIGNATION -  73
 JU0251  PID         -  JU0251
 JU0251  STATE/COUNTY-  NJ/OCEAN
 JU0251  COUNTRY     -  US
 JU0251  USGS QUAD   -  WHITING (2019)
 JU0251
 JU0251                         *CURRENT SURVEY CONTROL
 JU0251  ______________________________________________________________________
 JU0251* NAD 83(1986) POSITION- 39 56 11.     (N) 074 23 27.     (W)   SCALED
 JU0251* NAVD 88 ORTHO HEIGHT -    47.334 (meters)      155.29  (feet) ADJUSTED
 JU0251  ______________________________________________________________________
 JU0251  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 JU0251  DYNAMIC HEIGHT  -         47.312 (meters)      155.22  (feet) COMP
 JU0251  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 JU0251
 JU0251  VERT ORDER      -  SECOND    CLASS 0
 JU0251
 JU0251.The horizontal coordinates were scaled from a map and have
 JU0251.an estimated accuracy of +/- 6 seconds.
 JU0251
 JU0251.The orthometric height was determined by differential leveling and
 JU0251.adjusted by the NATIONAL GEODETIC SURVEY
 JU0251.in June 1991.
 JU0251
 JU0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0251.GEOID18 height accuracy estimate available here.
 JU0251
 JU0251.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK520208(NAD 83)
 JU0251
 JU0251                          SUPERSEDED SURVEY CONTROL
 JU0251
 JU0251  NGVD 29 (11/26/84)   47.721  (m)          156.56   (f) ADJUSTED    2 0
 JU0251
 JU0251.Superseded values are not recommended for survey control.
 JU0251
 JU0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0251.See file dsdata.pdf to determine how the superseded data were derived.
 JU0251
 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 = JULY 24, 2026 22:12:30 EDT
 LY0411 ***********************************************************************
 LY0411  DESIGNATION -  737.2
 LY0411  PID         -  LY0411
 LY0411  STATE/COUNTY-  NJ/PASSAIC
 LY0411  COUNTRY     -  US
 LY0411  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0411
 LY0411                         *CURRENT SURVEY CONTROL
 LY0411  ______________________________________________________________________
 LY0411* NAD 83(1986) POSITION- 41 02 09.     (N) 074 25 30.     (W)   SCALED
 LY0411* NAVD 88 ORTHO HEIGHT -   224.482 (meters)      736.49  (feet) ADJUSTED
 LY0411  ______________________________________________________________________
 LY0411  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 LY0411  DYNAMIC HEIGHT  -        224.383 (meters)      736.16  (feet) COMP
 LY0411  MODELED GRAVITY -    980,179.1   (mgal)                       NAVD 88
 LY0411
 LY0411  VERT ORDER      -  FIRST     CLASS II
 LY0411
 LY0411.The horizontal coordinates were scaled from a map and have
 LY0411.an estimated accuracy of +/- 6 seconds.
 LY0411
 LY0411.The orthometric height was determined by differential leveling and
 LY0411.adjusted by the NATIONAL GEODETIC SURVEY
 LY0411.in June 1991.
 LY0411
 LY0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0411.GEOID18 height accuracy estimate available here.
 LY0411
 LY0411.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL483428(NAD 83)
 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
 LY0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0411.See file dsdata.pdf to determine how the superseded data were derived.
 LY0411
 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             CGS
 LY0411  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0411
 LY0411                          STATION DESCRIPTION
 LY0411
 LY0411'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU0252 ***********************************************************************
 JU0252  DESIGNATION -  74
 JU0252  PID         -  JU0252
 JU0252  STATE/COUNTY-  NJ/OCEAN
 JU0252  COUNTRY     -  US
 JU0252  USGS QUAD   -  WHITING (2019)
 JU0252
 JU0252                         *CURRENT SURVEY CONTROL
 JU0252  ______________________________________________________________________
 JU0252* NAD 83(1986) POSITION- 39 55 29.     (N) 074 24 07.     (W)   SCALED
 JU0252* NAVD 88 ORTHO HEIGHT -    50.182 (meters)      164.64  (feet) ADJUSTED
 JU0252  ______________________________________________________________________
 JU0252  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 JU0252  DYNAMIC HEIGHT  -         50.159 (meters)      164.56  (feet) COMP
 JU0252  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 JU0252
 JU0252  VERT ORDER      -  SECOND    CLASS 0
 JU0252
 JU0252.The horizontal coordinates were scaled from a map and have
 JU0252.an estimated accuracy of +/- 6 seconds.
 JU0252
 JU0252.The orthometric height was determined by differential leveling and
 JU0252.adjusted by the NATIONAL GEODETIC SURVEY
 JU0252.in June 1991.
 JU0252
 JU0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0252.GEOID18 height accuracy estimate available here.
 JU0252
 JU0252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK511195(NAD 83)
 JU0252
 JU0252                          SUPERSEDED SURVEY CONTROL
 JU0252
 JU0252  NGVD 29 (11/26/84)   50.568  (m)          165.91   (f) ADJUSTED    2 0
 JU0252
 JU0252.Superseded values are not recommended for survey control.
 JU0252
 JU0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0252.See file dsdata.pdf to determine how the superseded data were derived.
 JU0252
 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 = JULY 24, 2026 22:12:30 EDT
 KU1640 ***********************************************************************
 KU1640  DESIGNATION -  7426
 KU1640  PID         -  KU1640
 KU1640  STATE/COUNTY-  NJ/BERGEN
 KU1640  COUNTRY     -  US
 KU1640  USGS QUAD   -  YONKERS (2019)
 KU1640
 KU1640                         *CURRENT SURVEY CONTROL
 KU1640  ______________________________________________________________________
 KU1640* NAD 83(1986) POSITION- 40 53 05.     (N) 073 56 49.     (W)   SCALED
 KU1640* NAVD 88 ORTHO HEIGHT -   111.272 (meters)      365.06  (feet) ADJUSTED
 KU1640  ______________________________________________________________________
 KU1640  GEOID HEIGHT    -        -31.500 (meters)                     GEOID18
 KU1640  DYNAMIC HEIGHT  -        111.232 (meters)      364.93  (feet) COMP
 KU1640  MODELED GRAVITY -    980,259.2   (mgal)                       NAVD 88
 KU1640
 KU1640  VERT ORDER      -  SECOND    CLASS 0
 KU1640
 KU1640.The horizontal coordinates were scaled from a map and have
 KU1640.an estimated accuracy of +/- 6 seconds.
 KU1640
 KU1640.The orthometric height was determined by differential leveling and
 KU1640.adjusted by the NATIONAL GEODETIC SURVEY
 KU1640.in June 1991.
 KU1640
 KU1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1640.GEOID18 height accuracy estimate available here.
 KU1640
 KU1640.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL887264(NAD 83)
 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
 KU1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1640.See file dsdata.pdf to determine how the superseded data were derived.
 KU1640
 KU1640_MARKER: DD = SURVEY DISK
 KU1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1640_STAMPING: 7426
 KU1640_MARK LOGO: NJDCED
 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             CGS
 KU1640  HISTORY     - 20060528 MARK NOT FOUND   GEOCAC
 KU1640
 KU1640                          STATION DESCRIPTION
 KU1640
 KU1640'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU1639 ***********************************************************************
 KU1639  DESIGNATION -  7427
 KU1639  PID         -  KU1639
 KU1639  STATE/COUNTY-  NJ/BERGEN
 KU1639  COUNTRY     -  US
 KU1639  USGS QUAD   -  YONKERS (2019)
 KU1639
 KU1639                         *CURRENT SURVEY CONTROL
 KU1639  ______________________________________________________________________
 KU1639* NAD 83(1986) POSITION- 40 53 18.0    (N) 073 56 42.1    (W)   HD_HELD2
 KU1639* NAVD 88 ORTHO HEIGHT -   115.387 (meters)      378.57  (feet) ADJUSTED
 KU1639  ______________________________________________________________________
 KU1639  GEOID HEIGHT    -        -31.491 (meters)                     GEOID18
 KU1639  DYNAMIC HEIGHT  -        115.345 (meters)      378.43  (feet) COMP
 KU1639  MODELED GRAVITY -    980,259.7   (mgal)                       NAVD 88
 KU1639
 KU1639  VERT ORDER      -  SECOND    CLASS 0
 KU1639
 KU1639.The horizontal coordinates were established by autonomous hand held GPS
 KU1639.observations and have an estimated accuracy of +/- 10 meters.
 KU1639
 KU1639.The orthometric height was determined by differential leveling and
 KU1639.adjusted by the NATIONAL GEODETIC SURVEY
 KU1639.in June 1991.
 KU1639
 KU1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1639.GEOID18 height accuracy estimate available here.
 KU1639
 KU1639.Click photographs - Photos may exist for this station.
 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       -   228,296.      196,767.      MT  (+/- 10 meters HH2 GPS)
 KU1639
 KU1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8887526896(NAD 83)
 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
 KU1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1639.See file dsdata.pdf to determine how the superseded data were derived.
 KU1639
 KU1639_MARKER: DD = SURVEY DISK
 KU1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1639_STAMPING: 7427
 KU1639_MARK LOGO: NJDCED
 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             CGS
 KU1639  HISTORY     - 20060514 POOR             GEOCAC
 KU1639
 KU1639                          STATION DESCRIPTION
 KU1639
 KU1639'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU0254 ***********************************************************************
 JU0254  DESIGNATION -  75
 JU0254  PID         -  JU0254
 JU0254  STATE/COUNTY-  NJ/OCEAN
 JU0254  COUNTRY     -  US
 JU0254  USGS QUAD   -  WHITING (2019)
 JU0254
 JU0254                         *CURRENT SURVEY CONTROL
 JU0254  ______________________________________________________________________
 JU0254* NAD 83(1986) POSITION- 39 54 48.     (N) 074 24 51.     (W)   SCALED
 JU0254* NAVD 88 ORTHO HEIGHT -    49.214 (meters)      161.46  (feet) ADJUSTED
 JU0254  ______________________________________________________________________
 JU0254  GEOID HEIGHT    -        -32.834 (meters)                     GEOID18
 JU0254  DYNAMIC HEIGHT  -         49.191 (meters)      161.39  (feet) COMP
 JU0254  MODELED GRAVITY -    980,161.5   (mgal)                       NAVD 88
 JU0254
 JU0254  VERT ORDER      -  SECOND    CLASS 0
 JU0254
 JU0254.The horizontal coordinates were scaled from a map and have
 JU0254.an estimated accuracy of +/- 6 seconds.
 JU0254
 JU0254.The orthometric height was determined by differential leveling and
 JU0254.adjusted by the NATIONAL GEODETIC SURVEY
 JU0254.in June 1991.
 JU0254
 JU0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0254.GEOID18 height accuracy estimate available here.
 JU0254
 JU0254.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK500183(NAD 83)
 JU0254
 JU0254                          SUPERSEDED SURVEY CONTROL
 JU0254
 JU0254  NGVD 29 (11/26/84)   49.599  (m)          162.73   (f) ADJUSTED    2 0
 JU0254
 JU0254.Superseded values are not recommended for survey control.
 JU0254
 JU0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0254.See file dsdata.pdf to determine how the superseded data were derived.
 JU0254
 JU0254_MARK LOGO: NONE
 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  HISTORY     - 20150515 MARK NOT FOUND   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.
 JU0254
 JU0254                          STATION RECOVERY (2015)
 JU0254
 JU0254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 JU0254'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  NO EVIDENCE OF THE
 JU0254'IRON POST OR CONCRETE BASE WAS FOUND.  THE STATION IS CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1015 ***********************************************************************
 KV1015  DESIGNATION -  75.15 PRR
 KV1015  PID         -  KV1015
 KV1015  STATE/COUNTY-  NJ/BURLINGTON
 KV1015  COUNTRY     -  US
 KV1015  USGS QUAD   -  COLUMBUS (2016)
 KV1015
 KV1015                         *CURRENT SURVEY CONTROL
 KV1015  ______________________________________________________________________
 KV1015* NAD 83(1986) POSITION- 40 02 10.     (N) 074 41 37.     (W)   SCALED
 KV1015* NAVD 88 ORTHO HEIGHT -    22.638 (meters)       74.27  (feet) ADJUSTED
 KV1015  ______________________________________________________________________
 KV1015  GEOID HEIGHT    -        -32.581 (meters)                     GEOID18
 KV1015  DYNAMIC HEIGHT  -         22.629 (meters)       74.24  (feet) COMP
 KV1015  MODELED GRAVITY -    980,201.7   (mgal)                       NAVD 88
 KV1015
 KV1015  VERT ORDER      -  SECOND    CLASS 0
 KV1015
 KV1015.The horizontal coordinates were scaled from a map and have
 KV1015.an estimated accuracy of +/- 6 seconds.
 KV1015
 KV1015.The orthometric height was determined by differential leveling and
 KV1015.adjusted by the NATIONAL GEODETIC SURVEY
 KV1015.in June 1991.
 KV1015
 KV1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1015.GEOID18 height accuracy estimate available here.
 KV1015
 KV1015.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK261318(NAD 83)
 KV1015
 KV1015                          SUPERSEDED SURVEY CONTROL
 KV1015
 KV1015  NGVD 29 (11/26/84)   23.004  (m)           75.47   (f) ADJUSTED    2 0
 KV1015
 KV1015.Superseded values are not recommended for survey control.
 KV1015
 KV1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1015.See file dsdata.pdf to determine how the superseded data were derived.
 KV1015
 KV1015_MARKER: B = BOLT
 KV1015_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 LY0448 ***********************************************************************
 LY0448  DESIGNATION -  7544
 LY0448  PID         -  LY0448
 LY0448  STATE/COUNTY-  NJ/PASSAIC
 LY0448  COUNTRY     -  US
 LY0448  USGS QUAD   -  WANAQUE (2019)
 LY0448
 LY0448                         *CURRENT SURVEY CONTROL
 LY0448  ______________________________________________________________________
 LY0448* NAD 83(1986) POSITION- 41 03 41.     (N) 074 17 07.     (W)   SCALED
 LY0448* NAVD 88 ORTHO HEIGHT -    82.291 (meters)      269.98  (feet) ADJUSTED
 LY0448  ______________________________________________________________________
 LY0448  GEOID HEIGHT    -        -32.200 (meters)                     GEOID18
 LY0448  DYNAMIC HEIGHT  -         82.257 (meters)      269.87  (feet) COMP
 LY0448  MODELED GRAVITY -    980,213.1   (mgal)                       NAVD 88
 LY0448
 LY0448  VERT ORDER      -  SECOND    CLASS 0
 LY0448
 LY0448.The horizontal coordinates were scaled from a map and have
 LY0448.an estimated accuracy of +/- 6 seconds.
 LY0448
 LY0448.The orthometric height was determined by differential leveling and
 LY0448.adjusted by the NATIONAL GEODETIC SURVEY
 LY0448.in June 1991.
 LY0448
 LY0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0448.GEOID18 height accuracy estimate available here.
 LY0448
 LY0448.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL600458(NAD 83)
 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
 LY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0448.See file dsdata.pdf to determine how the superseded data were derived.
 LY0448
 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             CGS
 LY0448  HISTORY     - 20040908 GOOD             USPSQD
 LY0448  HISTORY     - 20140903 MARK NOT FOUND   BOSWEL
 LY0448
 LY0448                          STATION DESCRIPTION
 LY0448
 LY0448'DESCRIBED BY COAST AND 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.
 LY0448
 LY0448                          STATION RECOVERY (2014)
 LY0448
 LY0448'RECOVERY NOTE BY BOSWELL ENGINEERING 2014
 LY0448'EXTENSIVE SIDEWALK AND CURB REPLACEMENT ALONG RINGWOOD AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0449 ***********************************************************************
 LY0449  DESIGNATION -  7545
 LY0449  PID         -  LY0449
 LY0449  STATE/COUNTY-  NJ/PASSAIC
 LY0449  COUNTRY     -  US
 LY0449  USGS QUAD   -  WANAQUE (2019)
 LY0449
 LY0449                         *CURRENT SURVEY CONTROL
 LY0449  ______________________________________________________________________
 LY0449* NAD 83(1986) POSITION- 41 03 56.     (N) 074 17 02.     (W)   SCALED
 LY0449* NAVD 88 ORTHO HEIGHT -    85.191 (meters)      279.50  (feet) ADJUSTED
 LY0449  ______________________________________________________________________
 LY0449  GEOID HEIGHT    -        -32.193 (meters)                     GEOID18
 LY0449  DYNAMIC HEIGHT  -         85.156 (meters)      279.38  (feet) COMP
 LY0449  MODELED GRAVITY -    980,213.2   (mgal)                       NAVD 88
 LY0449
 LY0449  VERT ORDER      -  SECOND    CLASS 0
 LY0449
 LY0449.The horizontal coordinates were scaled from a map and have
 LY0449.an estimated accuracy of +/- 6 seconds.
 LY0449
 LY0449.The orthometric height was determined by differential leveling and
 LY0449.adjusted by the NATIONAL GEODETIC SURVEY
 LY0449.in June 1991.
 LY0449
 LY0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0449.GEOID18 height accuracy estimate available here.
 LY0449
 LY0449.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL601462(NAD 83)
 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
 LY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0449.See file dsdata.pdf to determine how the superseded data were derived.
 LY0449
 LY0449_MARKER: DD = SURVEY DISK
 LY0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0449_STAMPING: 7545
 LY0449_MARK LOGO: CGS+SS
 LY0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0449+STABILITY: SURFACE MOTION
 LY0449
 LY0449  HISTORY     - Date     Condition        Report By
 LY0449  HISTORY     - UNK      MONUMENTED       NJGS
 LY0449  HISTORY     - 1942     GOOD             CGS
 LY0449
 LY0449                          STATION DESCRIPTION
 LY0449
 LY0449'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU0256 ***********************************************************************
 JU0256  DESIGNATION -  76
 JU0256  PID         -  JU0256
 JU0256  STATE/COUNTY-  NJ/OCEAN
 JU0256  COUNTRY     -  US
 JU0256  USGS QUAD   -  WHITING (2019)
 JU0256
 JU0256                         *CURRENT SURVEY CONTROL
 JU0256  ______________________________________________________________________
 JU0256* NAD 83(1986) POSITION- 39 54 09.     (N) 074 25 32.     (W)   SCALED
 JU0256* NAVD 88 ORTHO HEIGHT -    44.076 (meters)      144.61  (feet) ADJUSTED
 JU0256  ______________________________________________________________________
 JU0256  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 JU0256  DYNAMIC HEIGHT  -         44.055 (meters)      144.54  (feet) COMP
 JU0256  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 JU0256
 JU0256  VERT ORDER      -  SECOND    CLASS 0
 JU0256
 JU0256.The horizontal coordinates were scaled from a map and have
 JU0256.an estimated accuracy of +/- 6 seconds.
 JU0256
 JU0256.The orthometric height was determined by differential leveling and
 JU0256.adjusted by the NATIONAL GEODETIC SURVEY
 JU0256.in June 1991.
 JU0256
 JU0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0256.GEOID18 height accuracy estimate available here.
 JU0256
 JU0256.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK491170(NAD 83)
 JU0256
 JU0256                          SUPERSEDED SURVEY CONTROL
 JU0256
 JU0256  NGVD 29 (11/26/84)   44.461  (m)          145.87   (f) ADJUSTED    2 0
 JU0256
 JU0256.Superseded values are not recommended for survey control.
 JU0256
 JU0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0256.See file dsdata.pdf to determine how the superseded data were derived.
 JU0256
 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 = JULY 24, 2026 22:12:30 EDT
 KV6089 ***********************************************************************
 KV6089  DESIGNATION -  7626
 KV6089  PID         -  KV6089
 KV6089  STATE/COUNTY-  NJ/HUNTERDON
 KV6089  COUNTRY     -  US
 KV6089  USGS QUAD   -  STOCKTON (2019)
 KV6089
 KV6089                         *CURRENT SURVEY CONTROL
 KV6089  ______________________________________________________________________
 KV6089* NAD 83(1986) POSITION- 40 25 00.     (N) 074 57 57.     (W)   SCALED
 KV6089* NAVD 88 ORTHO HEIGHT -    98.878 (meters)      324.40  (feet) ADJUSTED
 KV6089  ______________________________________________________________________
 KV6089  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 KV6089  DYNAMIC HEIGHT  -         98.830 (meters)      324.24  (feet) COMP
 KV6089  MODELED GRAVITY -    980,145.6   (mgal)                       NAVD 88
 KV6089
 KV6089  VERT ORDER      -  FIRST     CLASS I
 KV6089
 KV6089.The horizontal coordinates were scaled from a map and have
 KV6089.an estimated accuracy of +/- 6 seconds.
 KV6089
 KV6089.The orthometric height was determined by differential leveling and
 KV6089.adjusted by the NATIONAL GEODETIC SURVEY
 KV6089.in June 1991.
 KV6089
 KV6089.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6089.GEOID18 height accuracy estimate available here.
 KV6089
 KV6089.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK028740(NAD 83)
 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
 KV6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6089.See file dsdata.pdf to determine how the superseded data were derived.
 KV6089
 KV6089_MARKER: DD = SURVEY DISK
 KV6089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6090 ***********************************************************************
 KV6090  DESIGNATION -  7627
 KV6090  PID         -  KV6090
 KV6090  STATE/COUNTY-  NJ/HUNTERDON
 KV6090  COUNTRY     -  US
 KV6090  USGS QUAD   -  STOCKTON (2019)
 KV6090
 KV6090                         *CURRENT SURVEY CONTROL
 KV6090  ______________________________________________________________________
 KV6090* NAD 83(1986) POSITION- 40 24 22.     (N) 074 58 41.     (W)   SCALED
 KV6090* NAVD 88 ORTHO HEIGHT -    25.122 (meters)       82.42  (feet) ADJUSTED
 KV6090  ______________________________________________________________________
 KV6090  GEOID HEIGHT    -        -34.005 (meters)                     GEOID18
 KV6090  DYNAMIC HEIGHT  -         25.110 (meters)       82.38  (feet) COMP
 KV6090  MODELED GRAVITY -    980,148.2   (mgal)                       NAVD 88
 KV6090
 KV6090  VERT ORDER      -  FIRST     CLASS I
 KV6090
 KV6090.The horizontal coordinates were scaled from a map and have
 KV6090.an estimated accuracy of +/- 6 seconds.
 KV6090
 KV6090.The orthometric height was determined by differential leveling and
 KV6090.adjusted by the NATIONAL GEODETIC SURVEY
 KV6090.in June 1991.
 KV6090
 KV6090.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6090.GEOID18 height accuracy estimate available here.
 KV6090
 KV6090.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK018728(NAD 83)
 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
 KV6090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6090.See file dsdata.pdf to determine how the superseded data were derived.
 KV6090
 KV6090_MARKER: DD = SURVEY DISK
 KV6090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6061 ***********************************************************************
 KV6061  DESIGNATION -  7631
 KV6061  PID         -  KV6061
 KV6061  STATE/COUNTY-  NJ/HUNTERDON
 KV6061  COUNTRY     -  US
 KV6061  USGS QUAD   -  STOCKTON (2019)
 KV6061
 KV6061                         *CURRENT SURVEY CONTROL
 KV6061  ______________________________________________________________________
 KV6061* NAD 83(1986) POSITION- 40 22 37.     (N) 074 56 56.     (W)   SCALED
 KV6061* NAVD 88 ORTHO HEIGHT -    21.714 (meters)       71.24  (feet) ADJUSTED
 KV6061  ______________________________________________________________________
 KV6061  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 KV6061  DYNAMIC HEIGHT  -         21.703 (meters)       71.20  (feet) COMP
 KV6061  MODELED GRAVITY -    980,147.8   (mgal)                       NAVD 88
 KV6061
 KV6061  VERT ORDER      -  FIRST     CLASS I
 KV6061
 KV6061.The horizontal coordinates were scaled from a map and have
 KV6061.an estimated accuracy of +/- 6 seconds.
 KV6061
 KV6061.The orthometric height was determined by differential leveling and
 KV6061.adjusted by the NATIONAL GEODETIC SURVEY
 KV6061.in June 1991.
 KV6061
 KV6061.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6061.GEOID18 height accuracy estimate available here.
 KV6061
 KV6061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK043695(NAD 83)
 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
 KV6061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6061.See file dsdata.pdf to determine how the superseded data were derived.
 KV6061
 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 = JULY 24, 2026 22:12:30 EDT
 KV6060 ***********************************************************************
 KV6060  DESIGNATION -  7633
 KV6060  PID         -  KV6060
 KV6060  STATE/COUNTY-  NJ/HUNTERDON
 KV6060  COUNTRY     -  US
 KV6060  USGS QUAD   -  LAMBERTVILLE (2019)
 KV6060
 KV6060                         *CURRENT SURVEY CONTROL
 KV6060  ______________________________________________________________________
 KV6060* NAD 83(1986) POSITION- 40 22 15.     (N) 074 56 48.     (W)   SCALED
 KV6060* NAVD 88 ORTHO HEIGHT -    23.730 (meters)       77.85  (feet) ADJUSTED
 KV6060  ______________________________________________________________________
 KV6060  GEOID HEIGHT    -        -33.923 (meters)                     GEOID18
 KV6060  DYNAMIC HEIGHT  -         23.719 (meters)       77.82  (feet) COMP
 KV6060  MODELED GRAVITY -    980,147.9   (mgal)                       NAVD 88
 KV6060
 KV6060  VERT ORDER      -  FIRST     CLASS I
 KV6060
 KV6060.The horizontal coordinates were scaled from a map and have
 KV6060.an estimated accuracy of +/- 6 seconds.
 KV6060
 KV6060.The orthometric height was determined by differential leveling and
 KV6060.adjusted by the NATIONAL GEODETIC SURVEY
 KV6060.in June 1991.
 KV6060
 KV6060.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6060.GEOID18 height accuracy estimate available here.
 KV6060
 KV6060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK045689(NAD 83)
 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
 KV6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6060.See file dsdata.pdf to determine how the superseded data were derived.
 KV6060
 KV6060_MARKER: DD = SURVEY DISK
 KV6060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DF5266 ***********************************************************************
 DF5266  DESIGNATION -  7689.47
 DF5266  PID         -  DF5266
 DF5266  STATE/COUNTY-  NJ/MERCER
 DF5266  COUNTRY     -  US
 DF5266  USGS QUAD   -  TRENTON EAST (2019)
 DF5266
 DF5266                         *CURRENT SURVEY CONTROL
 DF5266  ______________________________________________________________________
 DF5266* NAD 83(2011) POSITION- 40 12 07.51458(N) 074 38 03.71465(W)   ADJUSTED
 DF5266* NAD 83(2011) ELLIP HT-    -4.612 (meters)        (06/27/12)   ADJUSTED
 DF5266* NAD 83(2011) EPOCH   -  2010.00
 DF5266* NAVD 88 ORTHO HEIGHT -    28.182 (meters)       92.46  (feet) ADJUSTED
 DF5266  ______________________________________________________________________
 DF5266  GEOID HEIGHT    -        -32.798 (meters)                     GEOID18
 DF5266  NAD 83(2011) X  -  1,292,628.106 (meters)                     COMP
 DF5266  NAD 83(2011) Y  - -4,703,874.767 (meters)                     COMP
 DF5266  NAD 83(2011) Z  -  4,095,146.464 (meters)                     COMP
 DF5266  LAPLACE CORR    -          5.00  (seconds)                    DEFLEC18
 DF5266  DYNAMIC HEIGHT  -         28.170 (meters)       92.42  (feet) COMP
 DF5266  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 DF5266
 DF5266  VERT ORDER      -  FIRST     CLASS II
 DF5266
 DF5266  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5266  Standards:
 DF5266         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5266            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5266  -------------------------------------------------------------------
 DF5266  NETWORK    0.33   0.61           0.15   0.12   0.31      0.06094282
 DF5266  -------------------------------------------------------------------
 DF5266  Click here for local accuracies and other accuracy information.
 DF5266
 DF5266.The horizontal coordinates were established by GPS observations
 DF5266.and adjusted by the National Geodetic Survey in June 2012.
 DF5266
 DF5266.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5266.been affixed to the stable North American tectonic plate. See 
 DF5266.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5266
 DF5266.The horizontal coordinates are valid at the epoch date displayed above
 DF5266.which is a decimal equivalence of Year/Month/Day.
 DF5266
 DF5266.The orthometric height was determined by differential leveling and
 DF5266.adjusted by the NATIONAL GEODETIC SURVEY
 DF5266.in February 2010.
 DF5266
 DF5266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5266.GEOID18 height accuracy estimate available here.
 DF5266
 DF5266.Click photographs - Photos may exist for this station.
 DF5266
 DF5266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5266
 DF5266.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5266
 DF5266.The ellipsoidal height was determined by GPS observations
 DF5266.and is referenced to NAD 83.
 DF5266
 DF5266.The dynamic height is computed by dividing the NAVD 88
 DF5266.geopotential number by the normal gravity value computed on the
 DF5266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5266.degrees latitude (g = 980.6199 gals.).
 DF5266
 DF5266.The modeled gravity was interpolated from observed gravity values.
 DF5266
 DF5266. The following values were computed from the NAD 83(2011) position.
 DF5266
 DF5266;                    North         East     Units Scale Factor Converg.
 DF5266;SPC NJ       -   151,959.913   138,561.077   MT  0.99990161   -0 05 12.2
 DF5266;SPC NJ       -   498,555.15    454,595.80   sFT  0.99990161   -0 05 12.2
 DF5266;UTM  18      - 4,450,251.425   531,118.313   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3111850251(NAD 83)
 DF5266
 DF5266                          SUPERSEDED SURVEY CONTROL
 DF5266
 DF5266  NAD 83(2007)-  40 12 07.51499(N)    074 38 03.71534(W) AD(2002.00) 0
 DF5266  ELLIP H (02/10/07)   -4.606  (m)                       GP(2002.00)    
 DF5266  NAD 83(1996)-  40 12 07.51510(N)    074 38 03.71540(W) AD(       ) 1
 DF5266  ELLIP H (04/17/03)   -4.580  (m)                       GP(       ) 3 1
 DF5266  NAVD 88 (04/17/03)   28.2    (m)  GEOID99  model used  GPS OBS        
 DF5266
 DF5266.Superseded values are not recommended for survey control.
 DF5266
 DF5266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5266.See file dsdata.pdf to determine how the superseded data were derived.
 DF5266
 DF5266_MARKER: DD = SURVEY DISK
 DF5266_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 - April 10, 2023
 DF5266
 DF5266  HISTORY     - Date     Condition        Report By
 DF5266  HISTORY     - 2001     MONUMENTED       NJGS
 DF5266  HISTORY     - 20020202 GOOD             NJGS
 DF5266  HISTORY     - 20060627 GOOD             NJGS
 DF5266  HISTORY     - 20230410 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 INTERSTATE HIGHWAY 195, JUST EAST FROM THE INTERSECTION OF
 DF5266'U.S. HIGHWAY 130 AT MILE POINT 4.98.
 DF5266'
 DF5266'THE STATION IS 61.3 M EAST FROM THE GUIDE RAIL AT THE EAST END OF THE
 DF5266'BRIDGE CARRYING INTERSTATE HIGHWAY 195 EASTBOUND OVER U.S. ROUTE 130,
 DF5266'7.5 M NORTH FROM THE NORTH EDGE OF THE EASTBOUND LANES OF INTERSTATE
 DF5266'HIGHWAY 195, 7.9 M SOUTH FROM THE SOUTH EDGE OF THE WEST BOUND LANES
 DF5266'OF INTERSTATE HIGHWAY 195, 6.6 M SOUTH SOUTHWEST FROM A WITNESS SIGN
 DF5266'ATTACHED TO THE STEEL GUIDE RAIL ON THE SOUTH SIDE OF THE WESTBOUND
 DF5266'LANES OF INTERSTATE HIGHWAY 195, 49.3 M WEST ALONG THE MEDIAN FROM
 DF5266'MILE POST 5.0, AND IS 0.50 M NORTH FROM A METAL WITNESS POST.  THE
 DF5266'DATUM POINT IS A LARGE PUNCH MARK DIRECTLY UNDER THE SECOND LETTER T
 DF5266'IN THE WORD STATION.  IT IS SET FLUSH WITH THE GROUND.
 DF5266
 DF5266                          STATION RECOVERY (2006)
 DF5266
 DF5266'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DF5266'RECOVERED AS DESCRIBED.
 DF5266
 DF5266                          STATION RECOVERY (2023)
 DF5266
 DF5266'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DF5266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0257 ***********************************************************************
 JU0257  DESIGNATION -  77
 JU0257  PID         -  JU0257
 JU0257  STATE/COUNTY-  NJ/OCEAN
 JU0257  COUNTRY     -  US
 JU0257  USGS QUAD   -  WHITING (2019)
 JU0257
 JU0257                         *CURRENT SURVEY CONTROL
 JU0257  ______________________________________________________________________
 JU0257* NAD 83(1986) POSITION- 39 53 28.7    (N) 074 26 17.6    (W)   HD_HELD2
 JU0257* NAVD 88 ORTHO HEIGHT -    44.575 (meters)      146.24  (feet) ADJUSTED
 JU0257  ______________________________________________________________________
 JU0257  GEOID HEIGHT    -        -32.846 (meters)                     GEOID18
 JU0257  DYNAMIC HEIGHT  -         44.554 (meters)      146.17  (feet) COMP
 JU0257  MODELED GRAVITY -    980,159.9   (mgal)                       NAVD 88
 JU0257
 JU0257  VERT ORDER      -  SECOND    CLASS 0
 JU0257
 JU0257.The horizontal coordinates were established by autonomous hand held GPS
 JU0257.observations and have an estimated accuracy of +/- 10 meters.
 JU0257
 JU0257.The orthometric height was determined by differential leveling and
 JU0257.adjusted by the NATIONAL GEODETIC SURVEY
 JU0257.in June 1991.
 JU0257
 JU0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0257.GEOID18 height accuracy estimate available here.
 JU0257
 JU0257.Click photographs - Photos may exist for this station.
 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       -   117,449.      155,283.      MT  (+/- 10 meters HH2 GPS)
 JU0257
 JU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4802915844(NAD 83)
 JU0257
 JU0257                          SUPERSEDED SURVEY CONTROL
 JU0257
 JU0257  NGVD 29 (11/26/84)   44.959  (m)          147.50   (f) ADJUSTED    2 0
 JU0257
 JU0257.Superseded values are not recommended for survey control.
 JU0257
 JU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0257.See file dsdata.pdf to determine how the superseded data were derived.
 JU0257
 JU0257_MARKER: B = BOLT
 JU0257_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0257+WITH SETTING: PAVEMENT
 JU0257_SP_SET: BASE
 JU0257_MARK LOGO: NONE
 JU0257_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0257+STABILITY: SURFACE MOTION
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1017 ***********************************************************************
 KV1017  DESIGNATION -  77.08
 KV1017  PID         -  KV1017
 KV1017  STATE/COUNTY-  NJ/BURLINGTON
 KV1017  COUNTRY     -  US
 KV1017  USGS QUAD   -  COLUMBUS (2016)
 KV1017
 KV1017                         *CURRENT SURVEY CONTROL
 KV1017  ______________________________________________________________________
 KV1017* NAD 83(1986) POSITION- 40 04 13.     (N) 074 43 23.     (W)   SCALED
 KV1017* NAVD 88 ORTHO HEIGHT -    23.226 (meters)       76.20  (feet) ADJUSTED
 KV1017  ______________________________________________________________________
 KV1017  GEOID HEIGHT    -        -32.642 (meters)                     GEOID18
 KV1017  DYNAMIC HEIGHT  -         23.216 (meters)       76.17  (feet) COMP
 KV1017  MODELED GRAVITY -    980,201.8   (mgal)                       NAVD 88
 KV1017
 KV1017  VERT ORDER      -  SECOND    CLASS 0
 KV1017
 KV1017.The horizontal coordinates were scaled from a map and have
 KV1017.an estimated accuracy of +/- 6 seconds.
 KV1017
 KV1017.The orthometric height was determined by differential leveling and
 KV1017.adjusted by the NATIONAL GEODETIC SURVEY
 KV1017.in June 1991.
 KV1017
 KV1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1017.GEOID18 height accuracy estimate available here.
 KV1017
 KV1017.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK236355(NAD 83)
 KV1017
 KV1017                          SUPERSEDED SURVEY CONTROL
 KV1017
 KV1017  NGVD 29 (11/26/84)   23.588  (m)           77.39   (f) ADJUSTED    2 0
 KV1017
 KV1017.Superseded values are not recommended for survey control.
 KV1017
 KV1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1017.See file dsdata.pdf to determine how the superseded data were derived.
 KV1017
 KV1017_MARKER: B = BOLT
 KV1017_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1017
 KV1017  HISTORY     - Date     Condition        Report By
 KV1017  HISTORY     - UNK      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 = JULY 24, 2026 22:12:30 EDT
 LY0417 ***********************************************************************
 LY0417  DESIGNATION -  778.6
 LY0417  PID         -  LY0417
 LY0417  STATE/COUNTY-  NJ/MORRIS
 LY0417  COUNTRY     -  US
 LY0417  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0417
 LY0417                         *CURRENT SURVEY CONTROL
 LY0417  ______________________________________________________________________
 LY0417* NAD 83(1986) POSITION- 41 02 54.     (N) 074 26 40.     (W)   SCALED
 LY0417* NAVD 88 ORTHO HEIGHT -   237.085 (meters)      777.84  (feet) ADJUSTED
 LY0417  ______________________________________________________________________
 LY0417  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 LY0417  DYNAMIC HEIGHT  -        236.980 (meters)      777.49  (feet) COMP
 LY0417  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 LY0417
 LY0417  VERT ORDER      -  FIRST     CLASS II
 LY0417
 LY0417.The horizontal coordinates were scaled from a map and have
 LY0417.an estimated accuracy of +/- 6 seconds.
 LY0417
 LY0417.The orthometric height was determined by differential leveling and
 LY0417.adjusted by the NATIONAL GEODETIC SURVEY
 LY0417.in June 1991.
 LY0417
 LY0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0417.GEOID18 height accuracy estimate available here.
 LY0417
 LY0417.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL466442(NAD 83)
 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
 LY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0417.See file dsdata.pdf to determine how the superseded data were derived.
 LY0417
 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             CGS
 LY0417  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0417
 LY0417                          STATION DESCRIPTION
 LY0417
 LY0417'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU0258 ***********************************************************************
 JU0258  DESIGNATION -  78
 JU0258  PID         -  JU0258
 JU0258  STATE/COUNTY-  NJ/BURLINGTON
 JU0258  COUNTRY     -  US
 JU0258  USGS QUAD   -  WHITING (2019)
 JU0258
 JU0258                         *CURRENT SURVEY CONTROL
 JU0258  ______________________________________________________________________
 JU0258* NAD 83(1986) POSITION- 39 52 49.7    (N) 074 27 02.4    (W)   HD_HELD2
 JU0258* NAVD 88 ORTHO HEIGHT -    43.475 (meters)      142.63  (feet) ADJUSTED
 JU0258  ______________________________________________________________________
 JU0258  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 JU0258  DYNAMIC HEIGHT  -         43.455 (meters)      142.57  (feet) COMP
 JU0258  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 JU0258
 JU0258  VERT ORDER      -  SECOND    CLASS 0
 JU0258
 JU0258.The horizontal coordinates were established by autonomous hand held GPS
 JU0258.observations and have an estimated accuracy of +/- 10 meters.
 JU0258
 JU0258.The orthometric height was determined by differential leveling and
 JU0258.adjusted by the NATIONAL GEODETIC SURVEY
 JU0258.in June 1991.
 JU0258
 JU0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0258.GEOID18 height accuracy estimate available here.
 JU0258
 JU0258.Click photographs - Photos may exist for this station.
 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       -   116,245.      154,220.      MT  (+/- 10 meters HH2 GPS)
 JU0258
 JU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4697214635(NAD 83)
 JU0258
 JU0258                          SUPERSEDED SURVEY CONTROL
 JU0258
 JU0258  NGVD 29 (11/26/84)   43.859  (m)          143.89   (f) ADJUSTED    2 0
 JU0258
 JU0258.Superseded values are not recommended for survey control.
 JU0258
 JU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0258.See file dsdata.pdf to determine how the superseded data were derived.
 JU0258
 JU0258_MARKER: Z = SEE DESCRIPTION
 JU0258_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0258+WITH SETTING: PAVEMENT
 JU0258_SP_SET: BASE
 JU0258_MARK LOGO: NONE
 JU0258_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0258+STABILITY: SURFACE MOTION
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4843 ***********************************************************************
 DQ4843  DESIGNATION -  7806
 DQ4843  PID         -  DQ4843
 DQ4843  STATE/COUNTY-  NJ/ATLANTIC
 DQ4843  COUNTRY     -  US
 DQ4843  USGS QUAD   -  MAYS LANDING (2019)
 DQ4843
 DQ4843                         *CURRENT SURVEY CONTROL
 DQ4843  ______________________________________________________________________
 DQ4843* NAD 83(1986) POSITION- 39 24 23.72   (N) 074 42 50.62   (W)   HD_HELD1
 DQ4843* NAVD 88 ORTHO HEIGHT -     3.17  (meters)       10.4   (feet) RESET
 DQ4843  ______________________________________________________________________
 DQ4843  GEOID HEIGHT    -        -34.026 (meters)                     GEOID18
 DQ4843  VERT ORDER      -  THIRD
 DQ4843
 DQ4843.The horizontal coordinates were determined by differentially corrected
 DQ4843.hand held GPS observations or other comparable positioning techniques
 DQ4843.and have an estimated accuracy of +/- 3 meters.
 DQ4843
 DQ4843.The orthometric height was computed from unverified reset data.
 DQ4843
 DQ4843.No vertical observational check was made to the station.
 DQ4843
 DQ4843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4843.GEOID18 height accuracy estimate available here.
 DQ4843
 DQ4843.Click photographs - Photos may exist for this station.
 DQ4843
 DQ4843;                    North         East    Units  Estimated Accuracy
 DQ4843;SPC NJ       -    63,657.1     131,565.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4843
 DQ4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2461761936(NAD 83)
 DQ4843
 DQ4843                          SUPERSEDED SURVEY CONTROL
 DQ4843
 DQ4843.No superseded survey control is available for this station.
 DQ4843
 DQ4843_MARKER: DD = SURVEY DISK
 DQ4843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4843_STAMPING: 7806
 DQ4843_MARK LOGO: NJDCED
 DQ4843_PROJECTION: RECESSED 30 CENTIMETERS
 DQ4843_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4843+STABILITY: SURFACE MOTION
 DQ4843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4843+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2012
 DQ4843
 DQ4843  HISTORY     - Date     Condition        Report By
 DQ4843  HISTORY     - 1938     MONUMENTED       NJGS
 DQ4843  HISTORY     - 20121001 GOOD             NJGS
 DQ4843
 DQ4843                          STATION DESCRIPTION
 DQ4843
 DQ4843'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DQ4843'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF EGG
 DQ4843'HARBOR CITY, 8.3 MI (13.4 KM) NORTH-NORTHEAST OF TUCKAHOE AND 5.9 MI
 DQ4843'(9.5 KM) EAST OF DOROTHY, NJ.
 DQ4843'
 DQ4843'TO REACH FROM THE T-INTERSECTION OF SOMERS POINT-MAYS LANDING ROAD
 DQ4843'(COUNTY ROUTE 559) AND OCEAN HEIGHTS AVENUE (COUNTY ROUTE ALT 559), GO
 DQ4843'1.5 MI (2.4 KM) SOUTH-SOUTHWEST ON SOMERS POINT-MAYS LANDING ROAD
 DQ4843'(COUNTY ROUTE 559) TO THE STATION ON THE LEFT.
 DQ4843'
 DQ4843'THE STATION IS ALSO ABOUT 0.1 MI (0.2 KM) NORTH OF THE SOMERS
 DQ4843'POINT-MAYS LANDING ROAD (COUNTY ROUTE 559) SPANNING MIRY RUN.
 DQ4843'
 DQ4843'THE STATION IS ON THE EAST SIDE OF SOMERS POINT-MAYS LANDING ROAD
 DQ4843'(COUNTY ROUTE 559), ABOUT 14.3 FT (4.4 M) EAST-SOUTHEAST OF THE CURB
 DQ4843'LINE OF SOMERS POINT-MAYS LANDING ROAD (COUNTY ROUTE 559), 45.3 FT
 DQ4843'(13.8 M) NORTHEAST AND ACROSS THE ROAD FROM A POLE WITH NO NUMBER, 134
 DQ4843'FT (40.8 M) SOUTH OF THE EXTENDED CENTERLINE 0F THE T-JUNCTION WITH
 DQ4843'WEST AVENUE.  THE STATION IS IN A CUT OUT IN THE PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7270 ***********************************************************************
 AC7270  DESIGNATION -  7836
 AC7270  PID         -  AC7270
 AC7270  STATE/COUNTY-  NJ/BURLINGTON
 AC7270  COUNTRY     -  US
 AC7270  USGS QUAD   -  NEW GRETNA (2019)
 AC7270
 AC7270                         *CURRENT SURVEY CONTROL
 AC7270  ______________________________________________________________________
 AC7270* NAD 83(1986) POSITION- 39 35 34.     (N) 074 25 29.     (W)   SCALED
 AC7270* NAVD 88 ORTHO HEIGHT -     1.613 (meters)        5.29  (feet) ADJUSTED
 AC7270  ______________________________________________________________________
 AC7270  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 AC7270  DYNAMIC HEIGHT  -          1.613 (meters)        5.29  (feet) COMP
 AC7270  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 AC7270
 AC7270  VERT ORDER      -  FIRST     CLASS I
 AC7270
 AC7270.The horizontal coordinates were scaled from a map and have
 AC7270.an estimated accuracy of +/- 6 seconds.
 AC7270
 AC7270.The orthometric height was determined by differential leveling and
 AC7270.adjusted by the NATIONAL GEODETIC SURVEY
 AC7270.in April 1997.
 AC7270
 AC7270.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7270.GEOID18 height accuracy estimate available here.
 AC7270
 AC7270.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ493827(NAD 83)
 AC7270
 AC7270                          SUPERSEDED SURVEY CONTROL
 AC7270
 AC7270.No superseded survey control is available for this station.
 AC7270
 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 = JULY 24, 2026 22:12:30 EDT
 LY0418 ***********************************************************************
 LY0418  DESIGNATION -  784.4
 LY0418  PID         -  LY0418
 LY0418  STATE/COUNTY-  NJ/MORRIS
 LY0418  COUNTRY     -  US
 LY0418  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0418
 LY0418                         *CURRENT SURVEY CONTROL
 LY0418  ______________________________________________________________________
 LY0418* NAD 83(1986) POSITION- 41 03 01.     (N) 074 27 53.     (W)   SCALED
 LY0418* NAVD 88 ORTHO HEIGHT -   238.826 (meters)      783.55  (feet) ADJUSTED
 LY0418  ______________________________________________________________________
 LY0418  GEOID HEIGHT    -        -32.348 (meters)                     GEOID18
 LY0418  DYNAMIC HEIGHT  -        238.719 (meters)      783.20  (feet) COMP
 LY0418  MODELED GRAVITY -    980,172.1   (mgal)                       NAVD 88
 LY0418
 LY0418  VERT ORDER      -  FIRST     CLASS II
 LY0418
 LY0418.The horizontal coordinates were scaled from a map and have
 LY0418.an estimated accuracy of +/- 6 seconds.
 LY0418
 LY0418.The orthometric height was determined by differential leveling and
 LY0418.adjusted by the NATIONAL GEODETIC SURVEY
 LY0418.in June 1991.
 LY0418
 LY0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0418.GEOID18 height accuracy estimate available here.
 LY0418
 LY0418.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL449444(NAD 83)
 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
 LY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0418.See file dsdata.pdf to determine how the superseded data were derived.
 LY0418
 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             CGS
 LY0418  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0418
 LY0418                          STATION DESCRIPTION
 LY0418
 LY0418'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 AM6972 ***********************************************************************
 AM6972  DESIGNATION -  7868
 AM6972  PID         -  AM6972
 AM6972  STATE/COUNTY-  NJ/ATLANTIC
 AM6972  COUNTRY     -  US
 AM6972  USGS QUAD   -  OCEAN CITY (2019)
 AM6972
 AM6972                         *CURRENT SURVEY CONTROL
 AM6972  ______________________________________________________________________
 AM6972* NAD 83(1986) POSITION- 39 19 04.59   (N) 074 35 56.37   (W)   HD_HELD1
 AM6972* NAVD 88 ORTHO HEIGHT -     7.944 (meters)       26.06  (feet) ADJUSTED
 AM6972  ______________________________________________________________________
 AM6972  GEOID HEIGHT    -        -34.430 (meters)                     GEOID18
 AM6972  DYNAMIC HEIGHT  -          7.940 (meters)       26.05  (feet) COMP
 AM6972  MODELED GRAVITY -    980,105.4   (mgal)                       NAVD 88
 AM6972
 AM6972  VERT ORDER      -  FIRST     CLASS II
 AM6972
 AM6972.The horizontal coordinates were determined by differentially corrected
 AM6972.hand held GPS observations or other comparable positioning techniques
 AM6972.and have an estimated accuracy of +/- 3 meters.
 AM6972
 AM6972.The orthometric height was determined by differential leveling and
 AM6972.adjusted by the NATIONAL GEODETIC SURVEY
 AM6972.in March 2005.
 AM6972
 AM6972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6972.GEOID18 height accuracy estimate available here.
 AM6972
 AM6972.Click photographs - Photos may exist for this station.
 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       -    53,799.0     141,464.1     MT  (+/- 3 meters HH1 GPS) 
 AM6972
 AM6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3456852136(NAD 83)
 AM6972
 AM6972                          SUPERSEDED SURVEY CONTROL
 AM6972
 AM6972.No superseded survey control is available for this station.
 AM6972
 AM6972_MARKER: DD = SURVEY DISK
 AM6972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6972_STAMPING: 7868
 AM6972_MARK LOGO: NJGS
 AM6972_PROJECTION: FLUSH
 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 - October 06, 2023
 AM6972
 AM6972  HISTORY     - Date     Condition        Report By
 AM6972  HISTORY     - 1939     MONUMENTED       NJDCED
 AM6972  HISTORY     - 20000828 GOOD             NJGS
 AM6972  HISTORY     - 20170825 GOOD             NJGS
 AM6972  HISTORY     - 20200409 GOOD             NJGS
 AM6972  HISTORY     - 20200608 GOOD             NJGS
 AM6972  HISTORY     - 20231006 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.
 AM6972
 AM6972                          STATION RECOVERY (2017)
 AM6972
 AM6972'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AM6972'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF
 AM6972'PLEASANTVILLE, 4.3 MI (6.9 KM) NORTHEAST OF MARMORA AND 3.1 MI (5.0
 AM6972'KM) NORTH-NORTHWEST OF OCEAN CITY, IN SOMERS POINT.
 AM6972'
 AM6972'THE STATION IS LOCATED BETWEEN THE CURB AND SIDEWALK ON THE NORTHWEST
 AM6972'CORNER OF THE JUNCTION OF CONNECTICUT AVENUE AND FOURTH STREET.
 AM6972'
 AM6972'THE STATION IS 35 FT (10.7 M) EAST OF THE EAST CORNER OF HOUSE NUMBER
 AM6972'400, 2 FT (0.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK, 2.3
 AM6972'FT (0.7 M) NORTHWEST OF THE CURB OF FOURTH STREET, 21 FT (6.4 M)
 AM6972'NORTHWEST OF THE CENTERLINE OF FOURTH STREET, 9 FT (2.7 M) SOUTHWEST
 AM6972'OF THE CURB OF CONNECTICUT AVENUE, 28 FT (8.5 M) SOUTHWEST OF THE
 AM6972'CENTERLINE OF CONNECTICUT AVENUE, 155 FT (47.2 M) NORTHEAST OF THE
 AM6972'CENTERLINE OF FOX TERRACE.
 AM6972
 AM6972                          STATION RECOVERY (2020)
 AM6972
 AM6972'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AM6972'RECOVERED IN GOOD CONDITION.
 AM6972
 AM6972                          STATION RECOVERY (2020)
 AM6972
 AM6972'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AM6972'RECOVERED IN GOOD CONDITION.
 AM6972
 AM6972                          STATION RECOVERY (2023)
 AM6972
 AM6972'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 AM6972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6973 ***********************************************************************
 AM6973  DESIGNATION -  7869
 AM6973  PID         -  AM6973
 AM6973  STATE/COUNTY-  NJ/ATLANTIC
 AM6973  COUNTRY     -  US
 AM6973  USGS QUAD   -  OCEAN CITY (2019)
 AM6973
 AM6973                         *CURRENT SURVEY CONTROL
 AM6973  ______________________________________________________________________
 AM6973* NAD 83(1986) POSITION- 39 18 52.52   (N) 074 36 03.25   (W)   HD_HELD1
 AM6973* NAVD 88 ORTHO HEIGHT -     4.993 (meters)       16.38  (feet) ADJUSTED
 AM6973  ______________________________________________________________________
 AM6973  GEOID HEIGHT    -        -34.443 (meters)                     GEOID18
 AM6973  DYNAMIC HEIGHT  -          4.991 (meters)       16.37  (feet) COMP
 AM6973  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 AM6973
 AM6973  VERT ORDER      -  FIRST     CLASS II
 AM6973
 AM6973.The horizontal coordinates were determined by differentially corrected
 AM6973.hand held GPS observations or other comparable positioning techniques
 AM6973.and have an estimated accuracy of +/- 3 meters.
 AM6973
 AM6973.The orthometric height was determined by differential leveling and
 AM6973.adjusted by the NATIONAL GEODETIC SURVEY
 AM6973.in March 2005.
 AM6973
 AM6973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6973.GEOID18 height accuracy estimate available here.
 AM6973
 AM6973.Click photographs - Photos may exist for this station.
 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       -    53,427.0     141,298.9     MT  (+/- 3 meters HH1 GPS) 
 AM6973
 AM6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3440551763(NAD 83)
 AM6973
 AM6973                          SUPERSEDED SURVEY CONTROL
 AM6973
 AM6973.No superseded survey control is available for this station.
 AM6973
 AM6973_MARKER: DD = SURVEY DISK
 AM6973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6973_STAMPING: 7869
 AM6973_MARK LOGO: NJGS
 AM6973_PROJECTION: FLUSH
 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 - October 11, 2023
 AM6973
 AM6973  HISTORY     - Date     Condition        Report By
 AM6973  HISTORY     - UNK      MONUMENTED       NJDCED
 AM6973  HISTORY     - 20000828 GOOD             NJGS
 AM6973  HISTORY     - 20170206 GOOD             INDIV
 AM6973  HISTORY     - 20170814 GOOD             NJGS
 AM6973  HISTORY     - 20231011 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.
 AM6973
 AM6973                          STATION RECOVERY (2017)
 AM6973
 AM6973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (RSS)
 AM6973'RECOVERED IN GOOD CONDITION.
 AM6973
 AM6973                          STATION RECOVERY (2017)
 AM6973
 AM6973'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AM6973'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF
 AM6973'PLEASANTVILLE, 4.1 MI (6.6 KM) NORTHEAST OF MARMORA AND 2.9 MI (4.7
 AM6973'KM) NORTH-NORTHWEST OF OCEAN CITY, IN SOMERS POINT.
 AM6973'
 AM6973'THE STATION IS LOCATED ON THE NORTHEAST CORNER OF THE JUNCTION OF NEW
 AM6973'JERSEY AVENUE AND FOURTH STREET.
 AM6973'
 AM6973'THE STATION IS 9 FT (2.7 M) SOUTHEAST OF THE CURB OF FOURTH STREET, 28
 AM6973'FT (8.5 M) SOUTHEAST OF THE CENTERLINE OF FOURTH STREET, 9.3 FT (2.8
 AM6973'M) NORTHEAST OF THE CURB OF NEW JERSEY AVENUE, 29 FT (8.8 M) NORTHEAST
 AM6973'OF THE CENTERLINE OF NEW JERSEY AVENUE, 41 FT (12.5 M) EAST-SOUTHEAST
 AM6973'OF THE SOUTHEAST CORNER OF HOUSE NUMBER 123, 0.5 FT (15 CM) NORTHEAST
 AM6973'OF THE NORTHEAST EDGE OF THE SIDEWALK FOR NEW JERSEY AVENUE, 0.5 FT
 AM6973'(15 CM) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK OF FOURTH
 AM6973'STREET.
 AM6973
 AM6973                          STATION RECOVERY (2023)
 AM6973
 AM6973'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 AM6973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ5245 ***********************************************************************
 DQ5245  DESIGNATION -  7870
 DQ5245  PID         -  DQ5245
 DQ5245  STATE/COUNTY-  NJ/BURLINGTON
 DQ5245  COUNTRY     -  US
 DQ5245  USGS QUAD   -  NEW GRETNA (2019)
 DQ5245
 DQ5245                         *CURRENT SURVEY CONTROL
 DQ5245  ______________________________________________________________________
 DQ5245* NAD 83(1986) POSITION- 39 35 33.67   (N) 074 25 16.13   (W)   HD_HELD1
 DQ5245* NAVD 88 ORTHO HEIGHT -     1.54  (meters)        5.1   (feet) RESET
 DQ5245  ______________________________________________________________________
 DQ5245  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 DQ5245  VERT ORDER      -  THIRD
 DQ5245
 DQ5245.The horizontal coordinates were determined by differentially corrected
 DQ5245.hand held GPS observations or other comparable positioning techniques
 DQ5245.and have an estimated accuracy of +/- 3 meters.
 DQ5245
 DQ5245.The orthometric height was computed from unverified reset data.
 DQ5245
 DQ5245.No vertical observational check was made to the station.
 DQ5245
 DQ5245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5245.GEOID18 height accuracy estimate available here.
 DQ5245
 DQ5245.Click photographs - Photos may exist for this station.
 DQ5245
 DQ5245;                    North         East    Units  Estimated Accuracy
 DQ5245;SPC NJ       -    84,297.5     156,772.7     MT  (+/- 3 meters HH1 GPS) 
 DQ5245
 DQ5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4970382710(NAD 83)
 DQ5245
 DQ5245                          SUPERSEDED SURVEY CONTROL
 DQ5245
 DQ5245.No superseded survey control is available for this station.
 DQ5245
 DQ5245_MARKER: DD = SURVEY DISK
 DQ5245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ5245_STAMPING: 7870
 DQ5245_MARK LOGO: NJDCED
 DQ5245_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5245+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2017
 DQ5245
 DQ5245  HISTORY     - Date     Condition        Report By
 DQ5245  HISTORY     - 1940     MONUMENTED       NJDCED
 DQ5245  HISTORY     - 20170505 GOOD             NJGS
 DQ5245
 DQ5245                          STATION DESCRIPTION
 DQ5245
 DQ5245'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ5245'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF WEST
 DQ5245'CREEK, 4.4 MI (7.0 KM) WEST OF TUCKERTON AND 1.6 MI (2.6 KM) EAST OF
 DQ5245'NEW GRETNA, IN BASS RIVER TOWNSHIP.
 DQ5245'
 DQ5245'TO REACH FROM THE GARDEN STATE PARKWAY BRIDGE OVER U.S. HIGHWAY 9, GO
 DQ5245'ABOUT 1.25 MI (2.01 KM) EAST ON U.S. HIGHWAY 9 TO THE STATION ON THE
 DQ5245'RIGHT.  THE STATION IS ALSO ABOUT 0.2 MI (0.3 KM) EAST OF THE U.S.
 DQ5245'HIGHWAY 9 BRIDGE SPANNING JOBS CREEK.
 DQ5245'
 DQ5245'THE STATION IS 80.6 FT (24.6 M) EAST-SOUTHEAST OF POLE NUMBER BT732,
 DQ5245'27.7 FT (8.4 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 9, 90.5 FT
 DQ5245'(27.6 M) SOUTHWEST OF POLE NUMBER P12355, AT MILEPOST 58.2 FOR U.S.
 DQ5245'HIGHWAY 9.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4366 ***********************************************************************
 AI4366  DESIGNATION -  7903
 AI4366  PID         -  AI4366
 AI4366  STATE/COUNTY-  NJ/GLOUCESTER
 AI4366  COUNTRY     -  US
 AI4366  USGS QUAD   -  BRIDGEPORT (2019)
 AI4366
 AI4366                         *CURRENT SURVEY CONTROL
 AI4366  ______________________________________________________________________
 AI4366* NAD 83(2011) POSITION- 39 47 19.93203(N) 075 20 36.82810(W)   ADJUSTED
 AI4366* NAD 83(2011) ELLIP HT-   -29.048 (meters)        (06/27/12)   ADJUSTED
 AI4366* NAD 83(2011) EPOCH   -  2010.00
 AI4366* NAVD 88 ORTHO HEIGHT -     4.0   (meters)       13.    (feet) GPS OBS
 AI4366  ______________________________________________________________________
 AI4366  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4366  GEOID HEIGHT    -        -33.036 (meters)                     GEOID99
 AI4366  GEOID HEIGHT    -        -33.034 (meters)                     GEOID18
 AI4366  NAD 83(2011) X  -  1,241,763.410 (meters)                     COMP
 AI4366  NAD 83(2011) Y  - -4,748,025.379 (meters)                     COMP
 AI4366  NAD 83(2011) Z  -  4,059,981.407 (meters)                     COMP
 AI4366  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 AI4366
 AI4366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4366  Standards:
 AI4366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4366  -------------------------------------------------------------------
 AI4366  NETWORK    0.48   0.82           0.22   0.16   0.42      0.03356455
 AI4366  -------------------------------------------------------------------
 AI4366  Click here for local accuracies and other accuracy information.
 AI4366
 AI4366.The horizontal coordinates were established by GPS observations
 AI4366.and adjusted by the National Geodetic Survey in June 2012.
 AI4366
 AI4366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4366.been affixed to the stable North American tectonic plate. See 
 AI4366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4366
 AI4366.The horizontal coordinates are valid at the epoch date displayed above
 AI4366.which is a decimal equivalence of Year/Month/Day.
 AI4366
 AI4366.The orthometric height was determined by GPS observations and a
 AI4366.high-resolution geoid model.
 AI4366
 AI4366.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4366.GEOID18 height accuracy estimate available here.
 AI4366
 AI4366.Click photographs - Photos may exist for this station.
 AI4366
 AI4366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4366
 AI4366.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4366
 AI4366.The ellipsoidal height was determined by GPS observations
 AI4366.and is referenced to NAD 83.
 AI4366
 AI4366. The following values were computed from the NAD 83(2011) position.
 AI4366
 AI4366;                    North         East     Units Scale Factor Converg.
 AI4366;SPC NJ       -   106,414.825    77,750.254   MT  0.99996424   -0 32 23.5
 AI4366;SPC NJ       -   349,129.31    255,085.62   sFT  0.99996424   -0 32 23.5
 AI4366;UTM  18      - 4,404,380.725   470,583.382   MT  0.99961065   -0 13 11.5
 AI4366
 AI4366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4366!SPC NJ       -   1.00000456  x   0.99996424  =   0.99996880
 AI4366!UTM  18      -   1.00000456  x   0.99961065  =   0.99961521
 AI4366
 AI4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7058304380(NAD 83)
 AI4366
 AI4366                          SUPERSEDED SURVEY CONTROL
 AI4366
 AI4366  NAD 83(2007)-  39 47 19.93237(N)    075 20 36.82886(W) AD(2002.00) 0
 AI4366  ELLIP H (02/10/07)  -29.034  (m)                       GP(2002.00)    
 AI4366  ELLIP H (09/25/02)  -29.024  (m)                       GP(       ) 4 1
 AI4366  NAD 83(1996)-  39 47 19.93225(N)    075 20 36.82908(W) AD(       ) 1
 AI4366  ELLIP H (03/31/00)  -29.012  (m)                       GP(       ) 3 1
 AI4366
 AI4366.Superseded values are not recommended for survey control.
 AI4366
 AI4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4366.See file dsdata.pdf to determine how the superseded data were derived.
 AI4366
 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 - January 11, 2007
 AI4366
 AI4366  HISTORY     - Date     Condition        Report By
 AI4366  HISTORY     - 1939     MONUMENTED       NJDCED
 AI4366  HISTORY     - 19990621 GOOD             NJGS
 AI4366  HISTORY     - 20050415 GOOD             INDIV
 AI4366  HISTORY     - 20070111 GOOD             JCLS
 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
 AI4366
 AI4366                          STATION RECOVERY (2007)
 AI4366
 AI4366'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 AI4366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6936 ***********************************************************************
 DM6936  DESIGNATION -  7909
 DM6936  PID         -  DM6936
 DM6936  STATE/COUNTY-  NJ/GLOUCESTER
 DM6936  COUNTRY     -  US
 DM6936  USGS QUAD   -  BRIDGEPORT (2019)
 DM6936
 DM6936                         *CURRENT SURVEY CONTROL
 DM6936  ______________________________________________________________________
 DM6936* NAD 83(1986) POSITION- 39 48 29.     (N) 075 19 07.     (W)   SCALED
 DM6936* NAVD 88 ORTHO HEIGHT -     2.121 (meters)        6.96  (feet) ADJUSTED
 DM6936  ______________________________________________________________________
 DM6936  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 DM6936  DYNAMIC HEIGHT  -          2.120 (meters)        6.96  (feet) COMP
 DM6936  MODELED GRAVITY -    980,168.1   (mgal)                       NAVD 88
 DM6936
 DM6936  VERT ORDER      -  FIRST     CLASS II
 DM6936
 DM6936.The horizontal coordinates were scaled from a map and have
 DM6936.an estimated accuracy of +/- 6 seconds.
 DM6936
 DM6936.The orthometric height was determined by differential leveling and
 DM6936.adjusted by the NATIONAL GEODETIC SURVEY
 DM6936.in May 2011.
 DM6936
 DM6936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6936.GEOID18 height accuracy estimate available here.
 DM6936
 DM6936.Click photographs - Photos may exist for this station.
 DM6936
 DM6936.The dynamic height is computed by dividing the NAVD 88
 DM6936.geopotential number by the normal gravity value computed on the
 DM6936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6936.degrees latitude (g = 980.6199 gals.).
 DM6936
 DM6936.The modeled gravity was interpolated from observed gravity values.
 DM6936
 DM6936;                    North         East    Units  Estimated Accuracy
 DM6936;SPC NJ       -   108,530.       79,910.      MT  (+/- 180 meters Scaled)
 DM6936
 DM6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK727065(NAD 83)
 DM6936
 DM6936                          SUPERSEDED SURVEY CONTROL
 DM6936
 DM6936.No superseded survey control is available for this station.
 DM6936
 DM6936_MARKER: DD = SURVEY DISK
 DM6936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6936_STAMPING: 7909
 DM6936_MARK LOGO: NJGS
 DM6936_PROJECTION: RECESSED 15 CENTIMETERS
 DM6936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6936+STABILITY: SURFACE MOTION
 DM6936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6936+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DM6936
 DM6936  HISTORY     - Date     Condition        Report By
 DM6936  HISTORY     - 1940     MONUMENTED       NJGS
 DM6936  HISTORY     - 20080303 GOOD             NJGS
 DM6936  HISTORY     - 20201020 GOOD             NJGS
 DM6936  HISTORY     - 20210420 GOOD             AAAS
 DM6936
 DM6936                          STATION DESCRIPTION
 DM6936
 DM6936'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6936'THE STATION IS LOCATED IN LOGAN TOWNSHIP ON THE SOUTHEAST SIDE OF
 DM6936'STATE ROUTE 44.
 DM6936'
 DM6936'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44 AND U.S.
 DM6936'HIGHWAY 130 BRIDGE OVER ROUTE 44, GO NORTH ON STATE ROUTE 44 FOR 0.45
 DM6936'MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DM6936'
 DM6936'IT IS ALSO ABOUT 0.3 MI (0.5 KM) SOUTHWEST OF THE JUNCTION OF
 DM6936'FLOODGATES ROAD (COUNTY ROAD 684).
 DM6936'
 DM6936'THE STATION IS 6.8 M (22.3 FT) SOUTHEAST FROM THE CENTERLINE OF STATE
 DM6936'ROUTE 44, 27.3 M (89.6 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER S
 DM6936'38363 AND 34.3 M (112.5 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER
 DM6936'38364, 114.4 FT (34.9 M) NORTHEAST AND ACROSS THE ROAD FROM SOUTH EAST
 DM6936'LEG OF BILLBOARD NUMBER 099244.
 DM6936
 DM6936                          STATION RECOVERY (2020)
 DM6936
 DM6936'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6936'RECOVERED IN GOOD CONDITION.
 DM6936
 DM6936                          STATION RECOVERY (2021)
 DM6936
 DM6936'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4418 ***********************************************************************
 JU4418  DESIGNATION -  8 A 1
 JU4418  PID         -  JU4418
 JU4418  STATE/COUNTY-  NJ/GLOUCESTER
 JU4418  COUNTRY     -  US
 JU4418  USGS QUAD   -  BUENA (2019)
 JU4418
 JU4418                         *CURRENT SURVEY CONTROL
 JU4418  ______________________________________________________________________
 JU4418* NAD 83(2011) POSITION- 39 32 33.33526(N) 074 57 51.63562(W)   ADJUSTED
 JU4418* NAD 83(2011) ELLIP HT-     2.048 (meters)        (06/27/12)   ADJUSTED
 JU4418* NAD 83(2011) EPOCH   -  2010.00
 JU4418* NAVD 88 ORTHO HEIGHT -    35.8   (meters)      117.    (feet) GPS OBS
 JU4418  ______________________________________________________________________
 JU4418  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4418  GEOID HEIGHT    -        -33.704 (meters)                     GEOID99
 JU4418  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 JU4418  NAD 83(2011) X  -  1,277,695.484 (meters)                     COMP
 JU4418  NAD 83(2011) Y  - -4,756,581.871 (meters)                     COMP
 JU4418  NAD 83(2011) Z  -  4,038,952.657 (meters)                     COMP
 JU4418  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 JU4418
 JU4418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4418  Standards:
 JU4418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4418  -------------------------------------------------------------------
 JU4418  NETWORK    0.44   0.78           0.20   0.15   0.40     -0.02390113
 JU4418  -------------------------------------------------------------------
 JU4418  Click here for local accuracies and other accuracy information.
 JU4418
 JU4418.The horizontal coordinates were established by GPS observations
 JU4418.and adjusted by the National Geodetic Survey in June 2012.
 JU4418
 JU4418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4418.been affixed to the stable North American tectonic plate. See 
 JU4418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4418
 JU4418.The horizontal coordinates are valid at the epoch date displayed above
 JU4418.which is a decimal equivalence of Year/Month/Day.
 JU4418
 JU4418.The orthometric height was determined by GPS observations and a
 JU4418.high-resolution geoid model.
 JU4418
 JU4418.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4418.GEOID18 height accuracy estimate available here.
 JU4418
 JU4418.Click photographs - Photos may exist for this station.
 JU4418
 JU4418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4418
 JU4418.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4418
 JU4418.The ellipsoidal height was determined by GPS observations
 JU4418.and is referenced to NAD 83.
 JU4418
 JU4418. The following values were computed from the NAD 83(2011) position.
 JU4418
 JU4418;                    North         East     Units Scale Factor Converg.
 JU4418;SPC NJ       -    78,836.456   110,088.548   MT  0.99991961   -0 17 44.3
 JU4418;SPC NJ       -   258,649.27    361,182.18   sFT  0.99991961   -0 17 44.3
 JU4418;UTM  18      - 4,376,992.144   503,063.862   MT  0.99960012   +0 01 21.7
 JU4418
 JU4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4418!SPC NJ       -   0.99999968  x   0.99991961  =   0.99991929
 JU4418!UTM  18      -   0.99999968  x   0.99960012  =   0.99959980
 JU4418
 JU4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0306376992(NAD 83)
 JU4418
 JU4418                          SUPERSEDED SURVEY CONTROL
 JU4418
 JU4418  NAD 83(2007)-  39 32 33.33548(N)    074 57 51.63635(W) AD(2002.00) 0
 JU4418  ELLIP H (02/10/07)    2.053  (m)                       GP(2002.00)    
 JU4418  ELLIP H (09/25/02)    2.082  (m)                       GP(       ) 4 1
 JU4418  NAD 83(1996)-  39 32 33.33547(N)    074 57 51.63665(W) AD(       ) 1
 JU4418  ELLIP H (05/14/99)    2.054  (m)                       GP(       ) 4 1
 JU4418  NAD 83(1992)-  39 32 33.33420(N)    074 57 51.63627(W) AD(       ) 1
 JU4418  NAVD 88 (03/01/94)   35.7    (m)  GEOID93  model used  GPS OBS        
 JU4418
 JU4418.Superseded values are not recommended for survey control.
 JU4418
 JU4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4418.See file dsdata.pdf to determine how the superseded data were derived.
 JU4418
 JU4418_MARKER: DD = SURVEY DISK
 JU4418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4418_STAMPING: 8 A 1 1993
 JU4418_MARK LOGO: NJGS
 JU4418_PROJECTION: FLUSH
 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 23, 2024
 JU4418
 JU4418  HISTORY     - Date     Condition        Report By
 JU4418  HISTORY     - 1993     MONUMENTED       NJGS
 JU4418  HISTORY     - 19990719 GOOD             NJGS
 JU4418  HISTORY     - 20240723 GOOD             AAAS
 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.
 JU4418
 JU4418                          STATION RECOVERY (2024)
 JU4418
 JU4418'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 JU4418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3369 ***********************************************************************
 DI3369  DESIGNATION -  8 A 2
 DI3369  PID         -  DI3369
 DI3369  STATE/COUNTY-  NJ/GLOUCESTER
 DI3369  COUNTRY     -  US
 DI3369  USGS QUAD   -  PITMAN EAST (2019)
 DI3369
 DI3369                         *CURRENT SURVEY CONTROL
 DI3369  ______________________________________________________________________
 DI3369* NAD 83(1986) POSITION- 39 38 56.74   (N) 075 07 06.48   (W)   HD_HELD1
 DI3369* NAVD 88 ORTHO HEIGHT -    38.152 (meters)      125.17  (feet) ADJUSTED
 DI3369  ______________________________________________________________________
 DI3369  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 DI3369  DYNAMIC HEIGHT  -         38.133 (meters)      125.11  (feet) COMP
 DI3369  MODELED GRAVITY -    980,128.0   (mgal)                       NAVD 88
 DI3369
 DI3369  VERT ORDER      -  FIRST     CLASS II
 DI3369
 DI3369.The horizontal coordinates were determined by differentially corrected
 DI3369.hand held GPS observations or other comparable positioning techniques
 DI3369.and have an estimated accuracy of +/- 3 meters.
 DI3369
 DI3369.The orthometric height was determined by differential leveling and
 DI3369.adjusted by the NATIONAL GEODETIC SURVEY
 DI3369.in June 2007.
 DI3369
 DI3369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3369.GEOID18 height accuracy estimate available here.
 DI3369
 DI3369.Click photographs - Photos may exist for this station.
 DI3369
 DI3369.The dynamic height is computed by dividing the NAVD 88
 DI3369.geopotential number by the normal gravity value computed on the
 DI3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3369.degrees latitude (g = 980.6199 gals.).
 DI3369
 DI3369.The modeled gravity was interpolated from observed gravity values.
 DI3369
 DI3369;                    North         East    Units  Estimated Accuracy
 DI3369;SPC NJ       -    90,739.6      96,922.5     MT  (+/- 3 meters HH1 GPS) 
 DI3369
 DI3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8983688818(NAD 83)
 DI3369
 DI3369                          SUPERSEDED SURVEY CONTROL
 DI3369
 DI3369.No superseded survey control is available for this station.
 DI3369
 DI3369_MARKER: DD = SURVEY DISK
 DI3369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3369_STAMPING: 8 A 2 2003
 DI3369_MARK LOGO: NJGS
 DI3369_PROJECTION: FLUSH
 DI3369_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3369+STABILITY: SURFACE MOTION
 DI3369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3369+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3369
 DI3369  HISTORY     - Date     Condition        Report By
 DI3369  HISTORY     - 2003     MONUMENTED       NJDT
 DI3369  HISTORY     - 20030605 GOOD             NJGS
 DI3369  HISTORY     - 20110512 GOOD             NJGS
 DI3369
 DI3369                          STATION DESCRIPTION
 DI3369
 DI3369'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3369'THE STATION IS LOCATED IN ELK TOWNSHIP IN THE CENTER GRASS MEDIAN OF
 DI3369'STATE ROUTE 55 AT  MILEPOST 45.05.
 DI3369'
 DI3369'THE STATION IS 6.6 M (21.7 FT) NORTHEAST FROM THE EAST EDGE OF THE
 DI3369'SOUTHBOUND LANES, 16.1  M (52.8 FT) WEST SOUTHWEST FROM THE WEST EDGE
 DI3369'OF THE NORTHBOUND LANES, 53.8 M (176.5 FT)  NORTHWEST AND NORMAL TO
 DI3369'ALONG THE CENTER MEDIAN FROM MILEPOST 45.0 ON THE WEST SIDE  OF THE
 DI3369'SOUTHBOUND LANES AND 0.3 M (1.0 FT) WEST FROM A METAL WITNESS POST
 DI3369'WITH SIGN  ATTACHED.
 DI3369
 DI3369                          STATION RECOVERY (2011)
 DI3369
 DI3369'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (SJM)
 DI3369'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.WTNESS POST SIGN IS
 DI3369'NOW 1.0 FT SOUTH FROM STATION.POSITION DETERMIND BY RTN 75-04-27.20
 DI3369'39-33-49.0
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3246 ***********************************************************************
 DI3246  DESIGNATION -  8 A 3
 DI3246  PID         -  DI3246
 DI3246  STATE/COUNTY-  NJ/GLOUCESTER
 DI3246  COUNTRY     -  US
 DI3246  USGS QUAD   -  RUNNEMEDE (2019)
 DI3246
 DI3246                         *CURRENT SURVEY CONTROL
 DI3246  ______________________________________________________________________
 DI3246* NAD 83(1986) POSITION- 39 48 50.     (N) 075 07 28.     (W)   SCALED
 DI3246* NAVD 88 ORTHO HEIGHT -    20.127 (meters)       66.03  (feet) ADJUSTED
 DI3246  ______________________________________________________________________
 DI3246  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 DI3246  DYNAMIC HEIGHT  -         20.118 (meters)       66.00  (feet) COMP
 DI3246  MODELED GRAVITY -    980,169.7   (mgal)                       NAVD 88
 DI3246
 DI3246  VERT ORDER      -  FIRST     CLASS II
 DI3246
 DI3246.The horizontal coordinates were scaled from a map and have
 DI3246.an estimated accuracy of +/- 6 seconds.
 DI3246
 DI3246.The orthometric height was determined by differential leveling and
 DI3246.adjusted by the NATIONAL GEODETIC SURVEY
 DI3246.in June 2007.
 DI3246
 DI3246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3246.GEOID18 height accuracy estimate available here.
 DI3246
 DI3246.Click photographs - Photos may exist for this station.
 DI3246
 DI3246.The dynamic height is computed by dividing the NAVD 88
 DI3246.geopotential number by the normal gravity value computed on the
 DI3246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3246.degrees latitude (g = 980.6199 gals.).
 DI3246
 DI3246.The modeled gravity was interpolated from observed gravity values.
 DI3246
 DI3246;                    North         East    Units  Estimated Accuracy
 DI3246;SPC NJ       -   109,040.       96,540.      MT  (+/- 180 meters Scaled)
 DI3246
 DI3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK893071(NAD 83)
 DI3246
 DI3246                          SUPERSEDED SURVEY CONTROL
 DI3246
 DI3246.No superseded survey control is available for this station.
 DI3246
 DI3246_MARKER: DD = SURVEY DISK
 DI3246_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3246+WITH SETTING: PAVEMENT
 DI3246_SP_SET: ELECTRICAL UTILITY MANHOLE
 DI3246_STAMPING: 8 A 3 2003
 DI3246_MARK LOGO: NJGS
 DI3246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3246+STABILITY: SURFACE MOTION
 DI3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3246+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DI3246
 DI3246  HISTORY     - Date     Condition        Report By
 DI3246  HISTORY     - 20030814 MONUMENTED       NJGS
 DI3246  HISTORY     - 20090909 GOOD             NJGS
 DI3246
 DI3246                          STATION DESCRIPTION
 DI3246
 DI3246'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3246'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP ON THE NORTHEAST SIDE OF
 DI3246'STATE ROUTE 47, AT  THE TEE INTERSECTION WITH CATTELL ROAD, SET FLUSH
 DI3246'IN A DRILL HOLE AT THE NORTHWEST  CORNER OF A RECTANGULAR CONCRETE
 DI3246'DEPARTMENT OF TRANSPORTATION ELECTRIC UTILITY  MANHOLE.
 DI3246'
 DI3246'THE STATION IS 9.5 M (31.2 FT) EAST FROM THE CENTERLINE OF STATE ROUTE
 DI3246'47, 13.4 M (44.0 FT)  SOUTH FROM THE EXTENDED CENTERLINE OF CATTELL
 DI3246'ROAD, 1.1 M (3.6 FT) SOUTHWEST FROM WOOD  UTILITY POLE NUMBER 60657
 DI3246'DP, 7.5 M (24.6 FT) NORTHEAST FROM A DOUBLE INLET SET FLUSH IN THE
 DI3246'EAST SHOULDER OF STATE ROUTE 47 AND 3.0 M (9.8 FT) NORTH FROM A WHITE
 DI3246'PAINTED TRAFFIC  SIGN, LEFT LANE MUST TURN LEFT WITH WITNESS SIGN
 DI3246'ATTACHED.
 DI3246
 DI3246                          STATION RECOVERY (2009)
 DI3246
 DI3246'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (MVI)
 DI3246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3359 ***********************************************************************
 DI3359  DESIGNATION -  8 A 4
 DI3359  PID         -  DI3359
 DI3359  STATE/COUNTY-  NJ/GLOUCESTER
 DI3359  COUNTRY     -  US
 DI3359  USGS QUAD   -  BRIDGEPORT (2019)
 DI3359
 DI3359                         *CURRENT SURVEY CONTROL
 DI3359  ______________________________________________________________________
 DI3359* NAD 83(1986) POSITION- 39 49 35.07   (N) 075 16 29.09   (W)   HD_HELD1
 DI3359* NAVD 88 ORTHO HEIGHT -     3.110 (meters)       10.20  (feet) ADJUSTED
 DI3359  ______________________________________________________________________
 DI3359  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 DI3359  DYNAMIC HEIGHT  -          3.109 (meters)       10.20  (feet) COMP
 DI3359  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 DI3359
 DI3359  VERT ORDER      -  FIRST     CLASS II
 DI3359
 DI3359.The horizontal coordinates were determined by differentially corrected
 DI3359.hand held GPS observations or other comparable positioning techniques
 DI3359.and have an estimated accuracy of +/- 3 meters.
 DI3359
 DI3359.The orthometric height was determined by differential leveling and
 DI3359.adjusted by the NATIONAL GEODETIC SURVEY
 DI3359.in June 2007.
 DI3359
 DI3359.No vertical observational check was made to the station.
 DI3359
 DI3359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3359.GEOID18 height accuracy estimate available here.
 DI3359
 DI3359.Click photographs - Photos may exist for this station.
 DI3359
 DI3359.The dynamic height is computed by dividing the NAVD 88
 DI3359.geopotential number by the normal gravity value computed on the
 DI3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3359.degrees latitude (g = 980.6199 gals.).
 DI3359
 DI3359.The modeled gravity was interpolated from observed gravity values.
 DI3359
 DI3359;                    North         East    Units  Estimated Accuracy
 DI3359;SPC NJ       -   110,529.1      83,680.4     MT  (+/- 3 meters HH1 GPS) 
 DI3359
 DI3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7648808526(NAD 83)
 DI3359
 DI3359                          SUPERSEDED SURVEY CONTROL
 DI3359
 DI3359.No superseded survey control is available for this station.
 DI3359
 DI3359_MARKER: DD = SURVEY DISK
 DI3359_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3359+WITH SETTING: PAVEMENT
 DI3359_SP_SET: SIGN BASE
 DI3359_STAMPING: 8 A 4 2006
 DI3359_MARK LOGO: NJGS
 DI3359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3359+STABILITY: SURFACE MOTION
 DI3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3359+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2021
 DI3359
 DI3359  HISTORY     - Date     Condition        Report By
 DI3359  HISTORY     - 20060202 MONUMENTED       NJGS
 DI3359  HISTORY     - 20201026 GOOD             NJGS
 DI3359  HISTORY     - 20210428 GOOD             AAAS
 DI3359
 DI3359                          STATION DESCRIPTION
 DI3359
 DI3359'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3359'THE STATION IS LOCATED IN GREENWICH TOWNSHIP IN THE COMMUNITY OF
 DI3359'GIBBSTOWN ON THE  SOUTH SIDE OF BROAD STREET, STATE ROUTE 44.
 DI3359'
 DI3359'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3359'ROUTE 44 AND  DELAWARE STREET IN THE BOROUGH OF PAULSBORO, GO
 DI3359'SOUTHWEST ON STATE ROUTE 44 FOR 1.9  MI (3.06 KM) TO THE STATION ON
 DI3359'THE LEFT, SET FLUSH IN A DRILL HOLE AT THE NORTH SIDE OF A  SQUARE
 DI3359'CONCRETE FOUNDATION FOR A FORMER SIGN, IN FRONT OF THE COUNTRY LANE
 DI3359'CRAFT  STORE, 116 EAST BROAD STREET, GIBBSTOWN, NEW JERSEY 08027, A
 DI3359'ONE STORY STUCCO BUILDING.
 DI3359'
 DI3359'THE STATION IS 8.8 M (28.9 FT) SOUTH FROM THE CENTERLINE OF STATE
 DI3359'ROUTE 44, 17.5 M (57.4 FT)  NORTHWEST FROM THE NORTHWEST CORNER OF THE
 DI3359'COUNTRY LANE CRAFT STORE BUILDING AND  16.1 M (52.8 FT) WEST SOUTHWEST
 DI3359'FROM WOOD UTILITY POLE NUMBER BT 97.  THE STATION IS SET  ABOUT 0.3 M
 DI3359'(1.0 FT) ABOVE THE GROUND.
 DI3359
 DI3359                          STATION RECOVERY (2020)
 DI3359
 DI3359'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3359'ADDITIONAL TIES ARE 9.2 M (30.2 FT) SOUTH OF THE CENTERLINE OF ROUTE
 DI3359'44, 15.9 M (52.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF BUILDING
 DI3359'AT 116 E BROAD STREET AND 22.1 M (72.5 FT) EAST OF POLE 98.
 DI3359
 DI3359                          STATION RECOVERY (2021)
 DI3359
 DI3359'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3359'THE BUILDING FOR THE COUNTRY LANE CRAFT STORE, MENTIONED IN THE
 DI3359'ORIGINAL DESCRIPTION, IS NOW ABANDONED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4419 ***********************************************************************
 JU4419  DESIGNATION -  8 B 1
 JU4419  PID         -  JU4419
 JU4419  STATE/COUNTY-  NJ/GLOUCESTER
 JU4419  COUNTRY     -  US
 JU4419  USGS QUAD   -  BUENA (2019)
 JU4419
 JU4419                         *CURRENT SURVEY CONTROL
 JU4419  ______________________________________________________________________
 JU4419* NAD 83(2011) POSITION- 39 32 04.79397(N) 074 57 58.41468(W)   ADJUSTED
 JU4419* NAD 83(2011) ELLIP HT-     2.368 (meters)        (06/27/12)   ADJUSTED
 JU4419* NAD 83(2011) EPOCH   -  2010.00
 JU4419* NAVD 88 ORTHO HEIGHT -    36.1   (meters)      118.    (feet) GPS OBS
 JU4419  ______________________________________________________________________
 JU4419  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4419  GEOID HEIGHT    -        -33.722 (meters)                     GEOID99
 JU4419  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 JU4419  NAD 83(2011) X  -  1,277,684.568 (meters)                     COMP
 JU4419  NAD 83(2011) Y  - -4,757,165.271 (meters)                     COMP
 JU4419  NAD 83(2011) Z  -  4,038,274.033 (meters)                     COMP
 JU4419  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 JU4419
 JU4419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4419  Standards:
 JU4419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4419  -------------------------------------------------------------------
 JU4419  NETWORK    0.46   0.82           0.21   0.16   0.42     -0.04591019
 JU4419  -------------------------------------------------------------------
 JU4419  Click here for local accuracies and other accuracy information.
 JU4419
 JU4419.The horizontal coordinates were established by GPS observations
 JU4419.and adjusted by the National Geodetic Survey in June 2012.
 JU4419
 JU4419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4419.been affixed to the stable North American tectonic plate. See 
 JU4419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4419
 JU4419.The horizontal coordinates are valid at the epoch date displayed above
 JU4419.which is a decimal equivalence of Year/Month/Day.
 JU4419
 JU4419.The orthometric height was determined by GPS observations and a
 JU4419.high-resolution geoid model.
 JU4419
 JU4419.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4419.GEOID18 height accuracy estimate available here.
 JU4419
 JU4419.Click photographs - Photos may exist for this station.
 JU4419
 JU4419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4419
 JU4419.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4419
 JU4419.The ellipsoidal height was determined by GPS observations
 JU4419.and is referenced to NAD 83.
 JU4419
 JU4419. The following values were computed from the NAD 83(2011) position.
 JU4419
 JU4419;                    North         East     Units Scale Factor Converg.
 JU4419;SPC NJ       -    77,957.148   109,922.133   MT  0.99991977   -0 17 48.4
 JU4419;SPC NJ       -   255,764.41    360,636.20   sFT  0.99991977   -0 17 48.4
 JU4419;UTM  18      - 4,376,112.206   502,902.386   MT  0.99960010   +0 01 17.4
 JU4419
 JU4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4419!SPC NJ       -   0.99999963  x   0.99991977  =   0.99991940
 JU4419!UTM  18      -   0.99999963  x   0.99960010  =   0.99959973
 JU4419
 JU4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0290276112(NAD 83)
 JU4419
 JU4419                          SUPERSEDED SURVEY CONTROL
 JU4419
 JU4419  NAD 83(2007)-  39 32 04.79421(N)    074 57 58.41544(W) AD(2002.00) 0
 JU4419  ELLIP H (02/10/07)    2.374  (m)                       GP(2002.00)    
 JU4419  ELLIP H (09/25/02)    2.404  (m)                       GP(       ) 4 1
 JU4419  NAD 83(1996)-  39 32 04.79426(N)    074 57 58.41581(W) AD(       ) 1
 JU4419  ELLIP H (05/14/99)    2.375  (m)                       GP(       ) 4 1
 JU4419  NAD 83(1992)-  39 32 04.79299(N)    074 57 58.41545(W) AD(       ) 1
 JU4419  NAVD 88 (03/01/94)   36.1    (m)  GEOID93  model used  GPS OBS        
 JU4419
 JU4419.Superseded values are not recommended for survey control.
 JU4419
 JU4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4419.See file dsdata.pdf to determine how the superseded data were derived.
 JU4419
 JU4419_MARKER: DD = SURVEY DISK
 JU4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DI3368 ***********************************************************************
 DI3368  DESIGNATION -  8 B 2
 DI3368  PID         -  DI3368
 DI3368  STATE/COUNTY-  NJ/GLOUCESTER
 DI3368  COUNTRY     -  US
 DI3368  USGS QUAD   -  NEWFIELD (2019)
 DI3368
 DI3368                         *CURRENT SURVEY CONTROL
 DI3368  ______________________________________________________________________
 DI3368* NAD 83(1986) POSITION- 39 37 10.80   (N) 075 05 17.19   (W)   HD_HELD1
 DI3368* NAVD 88 ORTHO HEIGHT -    37.175 (meters)      121.97  (feet) ADJUSTED
 DI3368  ______________________________________________________________________
 DI3368  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 DI3368  DYNAMIC HEIGHT  -         37.156 (meters)      121.90  (feet) COMP
 DI3368  MODELED GRAVITY -    980,122.3   (mgal)                       NAVD 88
 DI3368
 DI3368  VERT ORDER      -  FIRST     CLASS II
 DI3368
 DI3368.The horizontal coordinates were determined by differentially corrected
 DI3368.hand held GPS observations or other comparable positioning techniques
 DI3368.and have an estimated accuracy of +/- 3 meters.
 DI3368
 DI3368.The orthometric height was determined by differential leveling and
 DI3368.adjusted by the NATIONAL GEODETIC SURVEY
 DI3368.in June 2007.
 DI3368
 DI3368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3368.GEOID18 height accuracy estimate available here.
 DI3368
 DI3368.Click photographs - Photos may exist for this station.
 DI3368
 DI3368.The dynamic height is computed by dividing the NAVD 88
 DI3368.geopotential number by the normal gravity value computed on the
 DI3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3368.degrees latitude (g = 980.6199 gals.).
 DI3368
 DI3368.The modeled gravity was interpolated from observed gravity values.
 DI3368
 DI3368;                    North         East    Units  Estimated Accuracy
 DI3368;SPC NJ       -    87,455.1      99,506.5     MT  (+/- 3 meters HH1 GPS) 
 DI3368
 DI3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9243785549(NAD 83)
 DI3368
 DI3368                          SUPERSEDED SURVEY CONTROL
 DI3368
 DI3368.No superseded survey control is available for this station.
 DI3368
 DI3368_MARKER: DD = SURVEY DISK
 DI3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3368_STAMPING: 8 B 2 2003
 DI3368_MARK LOGO: NJGS
 DI3368_PROJECTION: FLUSH
 DI3368_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3368+STABILITY: SURFACE MOTION
 DI3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3368+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2018
 DI3368
 DI3368  HISTORY     - Date     Condition        Report By
 DI3368  HISTORY     - 2003     MONUMENTED       NJDT
 DI3368  HISTORY     - 20030605 GOOD             NJGS
 DI3368  HISTORY     - 20180709 GOOD             NJGS
 DI3368
 DI3368                          STATION DESCRIPTION
 DI3368
 DI3368'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3368'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3368'OF STATE ROUTE  55 AT MILEPOST 42.27, JUST SOUTH FROM THE BRIDGE
 DI3368'CARRYING STATE ROUTE 55 SOUTHBOUND  OVER MONROE FRANKLINVILLE ROAD,
 DI3368'COUNTY 538, STRUCTURE NUMBER 0828 161, MILEPOST 42.28.
 DI3368'
 DI3368'THE STATION IS 18.1 M (59.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 DI3368'BRIDGE PARAPET OF  THE BRIDGE CARRYING STATE ROUTE 55 SOUTHBOUND OVER
 DI3368'MONROE FRANKLINVILLE ROAD, 12.3 M  (40.4 FT) SOUTHWEST FROM THE
 DI3368'SOUTHWEST CORNER BRIDGE PARAPET OF THE BRIDGE CARRYING  STATE ROUTE 55
 DI3368'NORTHBOUND OVER MONROE FRANKLINVILLE ROAD, 1.0 M (3.3 FT) NORTHEAST
 DI3368'FROM THE EAST EDGE OF THE SOUTHBOUND LANES AND 0.3 M (1.0 FT) WEST
 DI3368'FROM A METAL WITNESS  POST WITH SIGN ATTACHED.
 DI3368
 DI3368                          STATION RECOVERY (2018)
 DI3368
 DI3368'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DI3368'NOTE-WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3303 ***********************************************************************
 DI3303  DESIGNATION -  8 B 3
 DI3303  PID         -  DI3303
 DI3303  STATE/COUNTY-  NJ/GLOUCESTER
 DI3303  COUNTRY     -  US
 DI3303  USGS QUAD   -  PITMAN WEST (2019)
 DI3303
 DI3303                         *CURRENT SURVEY CONTROL
 DI3303  ______________________________________________________________________
 DI3303* NAD 83(1986) POSITION- 39 43 04.60   (N) 075 10 32.13   (W)   HD_HELD1
 DI3303* NAVD 88 ORTHO HEIGHT -    43.874 (meters)      143.94  (feet) ADJUSTED
 DI3303  ______________________________________________________________________
 DI3303  GEOID HEIGHT    -        -33.180 (meters)                     GEOID18
 DI3303  DYNAMIC HEIGHT  -         43.853 (meters)      143.87  (feet) COMP
 DI3303  MODELED GRAVITY -    980,145.1   (mgal)                       NAVD 88
 DI3303
 DI3303  VERT ORDER      -  FIRST     CLASS II
 DI3303
 DI3303.The horizontal coordinates were determined by differentially corrected
 DI3303.hand held GPS observations or other comparable positioning techniques
 DI3303.and have an estimated accuracy of +/- 3 meters.
 DI3303
 DI3303.The orthometric height was determined by differential leveling and
 DI3303.adjusted by the NATIONAL GEODETIC SURVEY
 DI3303.in June 2007.
 DI3303
 DI3303.No vertical observational check was made to the station.
 DI3303
 DI3303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3303.GEOID18 height accuracy estimate available here.
 DI3303
 DI3303.Click photographs - Photos may exist for this station.
 DI3303
 DI3303.The dynamic height is computed by dividing the NAVD 88
 DI3303.geopotential number by the normal gravity value computed on the
 DI3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3303.degrees latitude (g = 980.6199 gals.).
 DI3303
 DI3303.The modeled gravity was interpolated from observed gravity values.
 DI3303
 DI3303;                    North         East    Units  Estimated Accuracy
 DI3303;SPC NJ       -    98,418.6      92,077.5     MT  (+/- 3 meters HH1 GPS) 
 DI3303
 DI3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8495096467(NAD 83)
 DI3303
 DI3303                          SUPERSEDED SURVEY CONTROL
 DI3303
 DI3303.No superseded survey control is available for this station.
 DI3303
 DI3303_MARKER: DD = SURVEY DISK
 DI3303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3303_SP_SET: CURB
 DI3303_STAMPING: 8 B 3 2003
 DI3303_MARK LOGO: NJGS
 DI3303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3303+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DI3303
 DI3303  HISTORY     - Date     Condition        Report By
 DI3303  HISTORY     - 20030814 MONUMENTED       NJGS
 DI3303
 DI3303                          STATION DESCRIPTION
 DI3303
 DI3303'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3303'THE STATION IS LOCATED IN HARRISON TOWNSHIP ON THE NORTHWESTSIDE OF
 DI3303'HARRISONVILLE  ROAD (COUNTY ROAD 618)  SET FLUSH IN A DRILL IN THE TOP
 DI3303'OF THE NORTH CURB, WEST FROM THE  TEE JUNCTION WITH HUNTER DRIVE, A
 DI3303'STREET LEADING NORTH INTO A HOUSING SUBDIVISION.
 DI3303'
 DI3303'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 322 AND
 DI3303'HARRISONVILLE ROAD,  COUNTY ROAD 618, GO NORTHWEST ON HARRISONVILLE
 DI3303'ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON  THE RIGHT.  THE STATION IS
 DI3303'8.5 M (27.9 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER PN  11432, 6.5
 DI3303'M (21.3 FT) NORTHWEST FROM THE CENTERLINE OF HARRISONVILLE ROAD, 30.6
 DI3303'M (100.4 FT)  WEST SOUTHWEST FROM THE CENTERLINE OF HUNTER DRIVE, 12.6
 DI3303'M (41.3 FT) NORTH AND ACROSS  HARRISONVILLE ROAD FROM WOOD UTILITY
 DI3303'POLE NUMBER PN 18326 AND 37.3 M (122.4 FT)  SOUTHWEST FROM A FIRE
 DI3303'HYDRANT ON THE EAST SIDE OF HUNTER DRIVE AT THE INTERSECTION  WITH
 DI3303'HARRISONVILLE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3351 ***********************************************************************
 DI3351  DESIGNATION -  8 B 4
 DI3351  PID         -  DI3351
 DI3351  STATE/COUNTY-  NJ/GLOUCESTER
 DI3351  COUNTRY     -  US
 DI3351  USGS QUAD   -  WOODBURY (2019)
 DI3351
 DI3351                         *CURRENT SURVEY CONTROL
 DI3351  ______________________________________________________________________
 DI3351* NAD 83(1986) POSITION- 39 50 28.18   (N) 075 12 00.70   (W)   HD_HELD1
 DI3351* NAVD 88 ORTHO HEIGHT -     2.812 (meters)        9.23  (feet) ADJUSTED
 DI3351  ______________________________________________________________________
 DI3351  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 DI3351  DYNAMIC HEIGHT  -          2.811 (meters)        9.22  (feet) COMP
 DI3351  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 DI3351
 DI3351  VERT ORDER      -  FIRST     CLASS II
 DI3351
 DI3351.The horizontal coordinates were determined by differentially corrected
 DI3351.hand held GPS observations or other comparable positioning techniques
 DI3351.and have an estimated accuracy of +/- 3 meters.
 DI3351
 DI3351.The orthometric height was determined by differential leveling and
 DI3351.adjusted by the NATIONAL GEODETIC SURVEY
 DI3351.in June 2007.
 DI3351
 DI3351.No vertical observational check was made to the station.
 DI3351
 DI3351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3351.GEOID18 height accuracy estimate available here.
 DI3351
 DI3351.Click photographs - Photos may exist for this station.
 DI3351
 DI3351.The dynamic height is computed by dividing the NAVD 88
 DI3351.geopotential number by the normal gravity value computed on the
 DI3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3351.degrees latitude (g = 980.6199 gals.).
 DI3351
 DI3351.The modeled gravity was interpolated from observed gravity values.
 DI3351
 DI3351;                    North         East    Units  Estimated Accuracy
 DI3351;SPC NJ       -   112,114.4      90,075.1     MT  (+/- 3 meters HH1 GPS) 
 DI3351
 DI3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8287110147(NAD 83)
 DI3351
 DI3351                          SUPERSEDED SURVEY CONTROL
 DI3351
 DI3351.No superseded survey control is available for this station.
 DI3351
 DI3351_MARKER: DD = SURVEY DISK
 DI3351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3351_SP_SET: BRIDGE SIDEWALK
 DI3351_STAMPING: 8 B 4 2006
 DI3351_MARK LOGO: NJGS
 DI3351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3351+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2024
 DI3351
 DI3351  HISTORY     - Date     Condition        Report By
 DI3351  HISTORY     - 20060202 MONUMENTED       NJGS
 DI3351  HISTORY     - 20240404 GOOD             NJGS
 DI3351
 DI3351                          STATION DESCRIPTION
 DI3351
 DI3351'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3351'THE STATION IS LOCATED IN WEST DEPTFORD TOWNSHIP ON THE SOUTHEAST SIDE
 DI3351'OF CROWN  POINT ROAD (STATE ROUTE 44), SET IN A DRILL HOLE IN THE
 DI3351'CONCRETE SIDEWALK AT THE  NORTHEAST END OF THE ROUTE 44 BRIDGE
 DI3351'SPANNING A TRIBUTARY TO MAIN DITCH.
 DI3351'
 DI3351'THE STATION IS ABOUT 0.2 MI (0.32 KM) SOUTHWEST OF THE JUNCTION OF
 DI3351'CROWN POINT ROAD AND  CHURCH STREET IN THOROFARE.
 DI3351'
 DI3351'THE STATION IS 7.9 M (25.9 FT) SOUTHEAST OF THE CENTERLINE OF ROUTE
 DI3351'44, 1.8 M (5.9 FT)  SOUTHEAST OF THE SOUTHEAST CURBLINE, 17.3 M (56.8
 DI3351'FT) WEST OF POLE NUMBER 2736WD, 9.4 M  (30.8 FT) NORTHEAST OF THE
 DI3351'CENTER OF THE BRIDGE, 0.5 M (1.6 FT) NORTHWEST OF THE  NORTHWEST
 DI3351'CORNER OF THE NORTHEAST END OF THE CONCRETE BALUSTRADE AT THE EAST END
 DI3351'OF THE BRIDGE.
 DI3351
 DI3351                          STATION RECOVERY (2024)
 DI3351
 DI3351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DI3351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4333 ***********************************************************************
 AI4333  DESIGNATION -  8 C 1
 AI4333  PID         -  AI4333
 AI4333  STATE/COUNTY-  NJ/GLOUCESTER
 AI4333  COUNTRY     -  US
 AI4333  USGS QUAD   -  WOODBURY (2019)
 AI4333
 AI4333                         *CURRENT SURVEY CONTROL
 AI4333  ______________________________________________________________________
 AI4333* NAD 83(2011) POSITION- 39 49 03.84363(N) 075 09 45.55461(W)   ADJUSTED
 AI4333* NAD 83(2011) ELLIP HT-   -22.944 (meters)        (06/27/12)   ADJUSTED
 AI4333* NAD 83(2011) EPOCH   -  2010.00
 AI4333* NAVD 88 ORTHO HEIGHT -    10.010 (meters)       32.84  (feet) ADJUSTED
 AI4333  ______________________________________________________________________
 AI4333  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 AI4333  NAD 83(2011) X  -  1,256,224.751 (meters)                     COMP
 AI4333  NAD 83(2011) Y  - -4,742,102.257 (meters)                     COMP
 AI4333  NAD 83(2011) Z  -  4,062,447.405 (meters)                     COMP
 AI4333  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 AI4333  DYNAMIC HEIGHT  -         10.005 (meters)       32.82  (feet) COMP
 AI4333  MODELED GRAVITY -    980,170.8   (mgal)                       NAVD 88
 AI4333
 AI4333  VERT ORDER      -  FIRST     CLASS II
 AI4333
 AI4333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4333  Standards:
 AI4333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4333  -------------------------------------------------------------------
 AI4333  NETWORK    0.50   0.86           0.23   0.17   0.44      0.01260373
 AI4333  -------------------------------------------------------------------
 AI4333  Click here for local accuracies and other accuracy information.
 AI4333
 AI4333.The horizontal coordinates were established by GPS observations
 AI4333.and adjusted by the National Geodetic Survey in June 2012.
 AI4333
 AI4333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4333.been affixed to the stable North American tectonic plate. See 
 AI4333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4333
 AI4333.The horizontal coordinates are valid at the epoch date displayed above
 AI4333.which is a decimal equivalence of Year/Month/Day.
 AI4333
 AI4333.The orthometric height was determined by differential leveling and
 AI4333.adjusted by the NATIONAL GEODETIC SURVEY
 AI4333.in June 2007.
 AI4333
 AI4333.No vertical observational check was made to the station.
 AI4333
 AI4333.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4333.GEOID18 height accuracy estimate available here.
 AI4333
 AI4333.Click photographs - Photos may exist for this station.
 AI4333
 AI4333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4333
 AI4333.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4333
 AI4333.The ellipsoidal height was determined by GPS observations
 AI4333.and is referenced to NAD 83.
 AI4333
 AI4333.The dynamic height is computed by dividing the NAVD 88
 AI4333.geopotential number by the normal gravity value computed on the
 AI4333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4333.degrees latitude (g = 980.6199 gals.).
 AI4333
 AI4333.The modeled gravity was interpolated from observed gravity values.
 AI4333
 AI4333. The following values were computed from the NAD 83(2011) position.
 AI4333
 AI4333;                    North         East     Units Scale Factor Converg.
 AI4333;SPC NJ       -   109,489.030    93,268.694   MT  0.99993961   -0 25 27.6
 AI4333;SPC NJ       -   359,215.26    305,999.04   sFT  0.99993961   -0 25 27.6
 AI4333;UTM  18      - 4,407,540.485   486,079.051   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  =   0.99960599
 AI4333
 AI4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8607907540(NAD 83)
 AI4333
 AI4333                          SUPERSEDED SURVEY CONTROL
 AI4333
 AI4333  NAD 83(2007)-  39 49 03.84403(N)    075 09 45.55535(W) AD(2002.00) 0
 AI4333  ELLIP H (02/10/07)  -22.935  (m)                       GP(2002.00)    
 AI4333  ELLIP H (09/25/02)  -22.924  (m)                       GP(       ) 4 1
 AI4333  NAD 83(1996)-  39 49 03.84388(N)    075 09 45.55531(W) AD(       ) 1
 AI4333  ELLIP H (03/31/00)  -22.919  (m)                       GP(       ) 3 1
 AI4333  NAVD 88 (03/31/00)   10.0    (m)  GEOID99  model used  GPS OBS        
 AI4333
 AI4333.Superseded values are not recommended for survey control.
 AI4333
 AI4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4333.See file dsdata.pdf to determine how the superseded data were derived.
 AI4333
 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_PROJECTION: FLUSH
 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 - March 19, 2011
 AI4333
 AI4333  HISTORY     - Date     Condition        Report By
 AI4333  HISTORY     - 1994     MONUMENTED       NJGS
 AI4333  HISTORY     - 20030826 GOOD             NJGS
 AI4333  HISTORY     - 20070428 GOOD             UE
 AI4333  HISTORY     - 20091112 GOOD             JCLS
 AI4333  HISTORY     - 20110319 GOOD             INDIV
 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.
 AI4333
 AI4333                          STATION RECOVERY (2003)
 AI4333
 AI4333'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI4333'THE STATION WAS RECOVERED AS DESCRIBED BY NJGS.  A METAL WITNESS SIGN
 AI4333'AND POST WAS  INSTALLED 1.0 M (3.3 FT) TO THE SOUTH ON THIS DATE.
 AI4333
 AI4333                          STATION RECOVERY (2007)
 AI4333
 AI4333'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4333'RECOVERED IN GOOD CONDITION.
 AI4333
 AI4333                          STATION RECOVERY (2009)
 AI4333
 AI4333'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 AI4333'RECOVERED IN GOOD CONDITION.
 AI4333
 AI4333                          STATION RECOVERY (2011)
 AI4333
 AI4333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (GRC)
 AI4333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3367 ***********************************************************************
 DI3367  DESIGNATION -  8 C 2
 DI3367  PID         -  DI3367
 DI3367  STATE/COUNTY-  NJ/GLOUCESTER
 DI3367  COUNTRY     -  US
 DI3367  USGS QUAD   -  NEWFIELD (2019)
 DI3367
 DI3367                         *CURRENT SURVEY CONTROL
 DI3367  ______________________________________________________________________
 DI3367* NAD 83(1986) POSITION- 39 37 05.     (N) 075 05 10.     (W)   SCALED
 DI3367* NAVD 88 ORTHO HEIGHT -    32.502 (meters)      106.63  (feet) ADJUSTED
 DI3367  ______________________________________________________________________
 DI3367  GEOID HEIGHT    -        -33.493 (meters)                     GEOID18
 DI3367  DYNAMIC HEIGHT  -         32.485 (meters)      106.58  (feet) COMP
 DI3367  MODELED GRAVITY -    980,122.0   (mgal)                       NAVD 88
 DI3367
 DI3367  VERT ORDER      -  FIRST     CLASS II
 DI3367
 DI3367.The horizontal coordinates were scaled from a map and have
 DI3367.an estimated accuracy of +/- 6 seconds.
 DI3367
 DI3367.The orthometric height was determined by differential leveling and
 DI3367.adjusted by the NATIONAL GEODETIC SURVEY
 DI3367.in June 2007.
 DI3367
 DI3367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3367.GEOID18 height accuracy estimate available here.
 DI3367
 DI3367.Click photographs - Photos may exist for this station.
 DI3367
 DI3367.The dynamic height is computed by dividing the NAVD 88
 DI3367.geopotential number by the normal gravity value computed on the
 DI3367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3367.degrees latitude (g = 980.6199 gals.).
 DI3367
 DI3367.The modeled gravity was interpolated from observed gravity values.
 DI3367
 DI3367;                    North         East    Units  Estimated Accuracy
 DI3367;SPC NJ       -    87,280.       99,680.      MT  (+/- 180 meters Scaled)
 DI3367
 DI3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ926853(NAD 83)
 DI3367
 DI3367                          SUPERSEDED SURVEY CONTROL
 DI3367
 DI3367.No superseded survey control is available for this station.
 DI3367
 DI3367_MARKER: DD = SURVEY DISK
 DI3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3367_STAMPING: 8 C 2 2003
 DI3367_MARK LOGO: NJGS
 DI3367_PROJECTION: FLUSH
 DI3367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3367+STABILITY: SURFACE MOTION
 DI3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3367+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003
 DI3367
 DI3367  HISTORY     - Date     Condition        Report By
 DI3367  HISTORY     - 2003     MONUMENTED       NJDT
 DI3367  HISTORY     - 20030605 GOOD             NJGS
 DI3367
 DI3367                          STATION DESCRIPTION
 DI3367
 DI3367'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3367'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3367'OF STATE ROUTE  55 AT MILEPOST 42.10,  ABOUT 0.20 MI (0.32 KM) NORTH
 DI3367'FROM THE BRIDGE CARRYING ROYAL AVENUE  OVER STATE ROUTE 55, STRUCTURE
 DI3367'NUMBER 0828 158, MILEPOST 41.92.
 DI3367'
 DI3367'THE STATION IS 1.3 M (4.3 FT) EAST SOUTHEAST FROM THE EAST EDGE OF THE
 DI3367'SOUTHBOUND LANES,  10.3 M (33.8 FT) WEST NORTHWEST FROM THE WEST EDGE
 DI3367'OF THE NORTHBOUND LANES AND 0.3 M  (1.0 FT) WEST NORTHWEST FROM A
 DI3367'METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3247 ***********************************************************************
 DI3247  DESIGNATION -  8 C 3
 DI3247  PID         -  DI3247
 DI3247  STATE/COUNTY-  NJ/GLOUCESTER
 DI3247  COUNTRY     -  US
 DI3247  USGS QUAD   -  PITMAN WEST (2019)
 DI3247
 DI3247                         *CURRENT SURVEY CONTROL
 DI3247  ______________________________________________________________________
 DI3247* NAD 83(1986) POSITION- 39 42 45.     (N) 075 11 05.     (W)   SCALED
 DI3247* NAVD 88 ORTHO HEIGHT -    40.862 (meters)      134.06  (feet) ADJUSTED
 DI3247  ______________________________________________________________________
 DI3247  GEOID HEIGHT    -        -33.195 (meters)                     GEOID18
 DI3247  DYNAMIC HEIGHT  -         40.843 (meters)      134.00  (feet) COMP
 DI3247  MODELED GRAVITY -    980,143.9   (mgal)                       NAVD 88
 DI3247
 DI3247  VERT ORDER      -  FIRST     CLASS II
 DI3247
 DI3247.The horizontal coordinates were scaled from a map and have
 DI3247.an estimated accuracy of +/- 6 seconds.
 DI3247
 DI3247.The orthometric height was determined by differential leveling and
 DI3247.adjusted by the NATIONAL GEODETIC SURVEY
 DI3247.in June 2007.
 DI3247
 DI3247.No vertical observational check was made to the station.
 DI3247
 DI3247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3247.GEOID18 height accuracy estimate available here.
 DI3247
 DI3247.Click photographs - Photos may exist for this station.
 DI3247
 DI3247.The dynamic height is computed by dividing the NAVD 88
 DI3247.geopotential number by the normal gravity value computed on the
 DI3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3247.degrees latitude (g = 980.6199 gals.).
 DI3247
 DI3247.The modeled gravity was interpolated from observed gravity values.
 DI3247
 DI3247;                    North         East    Units  Estimated Accuracy
 DI3247;SPC NJ       -    97,820.       91,290.      MT  (+/- 180 meters Scaled)
 DI3247
 DI3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ841958(NAD 83)
 DI3247
 DI3247                          SUPERSEDED SURVEY CONTROL
 DI3247
 DI3247.No superseded survey control is available for this station.
 DI3247
 DI3247_MARKER: DD = SURVEY DISK
 DI3247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3247_SP_SET: ELECTRIC TOWER FOOTING
 DI3247_STAMPING: 8 C 3 2003
 DI3247_MARK LOGO: NJGS
 DI3247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3247+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DI3247
 DI3247  HISTORY     - Date     Condition        Report By
 DI3247  HISTORY     - 20030814 MONUMENTED       NJGS
 DI3247
 DI3247                          STATION DESCRIPTION
 DI3247
 DI3247'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3247'THE STATION IS LOCATED IN HARRISON TOWNSHIP ON THE SOUTH SIDE OF
 DI3247'HARRISONVILLE ROAD,  COUNTY ROAD 618.
 DI3247'
 DI3247'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 322 AND
 DI3247'HARRISONVILLE ROAD,  COUNTY ROAD 618, GO NORTHWEST ON HARRISONVILLE
 DI3247'ROAD FOR 1.2 MI (1.93 KM) TO AN OVERHEAD  ELECTRIC TRANSMISSION LINE
 DI3247'CROSSING AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL  HOLE IN
 DI3247'THE NORTHEAST CIRCULAR CONCRETE FOOTING OF A LARGE STEEL LATTICE
 DI3247'ELECTRIC  TRANSMISSION LINE TOWER.
 DI3247'
 DI3247'THE STATION IS 14.3 M (46.9 FT) WEST SOUTHWEST FROM A WOOD UTILITY
 DI3247'POLE WITH NO NUMBER,  21.9 M (71.9 FT) SOUTH SOUTHWEST FROM WOOD
 DI3247'UTILITY POLE NUMBER G 25300, 38.9 M (127.6 FT)  NORTH NORTHWEST FROM
 DI3247'WOOD UTILITY POLE NUMBER G 25301 WITH TRANSFORMER ATTACHED,  81.5 M
 DI3247'(267.4 FT) SOUTH SOUTHEAST FROM THE CENTERLINE OF HARRISONVILLE ROAD
 DI3247'AND 1.7 M (5.6  FT) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6932 ***********************************************************************
 DM6932  DESIGNATION -  8 C 4
 DM6932  PID         -  DM6932
 DM6932  STATE/COUNTY-  NJ/GLOUCESTER
 DM6932  COUNTRY     -  US
 DM6932  USGS QUAD   -  BRIDGEPORT (2019)
 DM6932
 DM6932                         *CURRENT SURVEY CONTROL
 DM6932  ______________________________________________________________________
 DM6932* NAD 83(1986) POSITION- 39 49 11.45   (N) 075 18 19.61   (W)   HD_HELD1
 DM6932* NAVD 88 ORTHO HEIGHT -     2.477 (meters)        8.13  (feet) ADJUSTED
 DM6932  ______________________________________________________________________
 DM6932  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 DM6932  DYNAMIC HEIGHT  -          2.476 (meters)        8.12  (feet) COMP
 DM6932  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 DM6932
 DM6932  VERT ORDER      -  FIRST     CLASS II
 DM6932
 DM6932.The horizontal coordinates were determined by differentially corrected
 DM6932.hand held GPS observations or other comparable positioning techniques
 DM6932.and have an estimated accuracy of +/- 3 meters.
 DM6932
 DM6932.The orthometric height was determined by differential leveling and
 DM6932.adjusted by the NATIONAL GEODETIC SURVEY
 DM6932.in May 2011.
 DM6932
 DM6932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6932.GEOID18 height accuracy estimate available here.
 DM6932
 DM6932.Click photographs - Photos may exist for this station.
 DM6932
 DM6932.The dynamic height is computed by dividing the NAVD 88
 DM6932.geopotential number by the normal gravity value computed on the
 DM6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6932.degrees latitude (g = 980.6199 gals.).
 DM6932
 DM6932.The modeled gravity was interpolated from observed gravity values.
 DM6932
 DM6932;                    North         East    Units  Estimated Accuracy
 DM6932;SPC NJ       -   109,823.9      81,045.8     MT  (+/- 3 meters HH1 GPS) 
 DM6932
 DM6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7385807806(NAD 83)
 DM6932
 DM6932                          SUPERSEDED SURVEY CONTROL
 DM6932
 DM6932.No superseded survey control is available for this station.
 DM6932
 DM6932_MARKER: DD = SURVEY DISK
 DM6932_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6932_SP_SET: HEADWALL
 DM6932_STAMPING: 8 C 4 2008
 DM6932_MARK LOGO: NJGS
 DM6932_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6932+STABILITY: SURFACE MOTION
 DM6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6932+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DM6932
 DM6932  HISTORY     - Date     Condition        Report By
 DM6932  HISTORY     - 20080303 MONUMENTED       NJGS
 DM6932  HISTORY     - 20210420 GOOD             AAAS
 DM6932
 DM6932                          STATION DESCRIPTION
 DM6932
 DM6932'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6932'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, SET IN A DRILL HOLE IN A
 DM6932'CENTER CONCRETE CULVERT HEADWALL SPANNING WHITE SLUICE RACE CREEK ON
 DM6932'THE NORTHWEST SIDE OF ROUTE 44.
 DM6932'
 DM6932'TO REACH THE STATION FROM THE JUNCTION OF THE US HIGHWAY 130 BRIDGE
 DM6932'OVER STATE ROUTE 44 JUST EAST OF BRIDGEPORT, GO 1.55 MI (2.5 KM)
 DM6932'NORTHEAST ON ROUTE 44 TO THE STATION ON THE LEFT.
 DM6932'
 DM6932'THE STATION IS 9.4 FT (2.9 M) NORTHWEST OF THE NORTHWEST EDGE OF
 DM6932'PAVEMENT OF ROUTE 44, 14.5 FT (4.4 M) NORTHWEST OF THE CENTERLINE OF
 DM6932'ROUTE 44, 7.9 FT (2.4 M) SOUTHWEST OF THE NORTHEAST END OF THE
 DM6932'HEADWALL, 9.5 FT (2.9 M) NORTHEAST OF THE SOUTHWEST END OF THE
 DM6932'HEADWALL 95.0 FT (29.0 M) SOUTHWEST AND ACROSS THE ROAD FROM POLE
 DM6932'NUMBER G29769, ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE ROAD, 1.6 M
 DM6932'(5.2 FT) SOUTHEAST OF OF A METAL WITNESS POST AND SIGN.
 DM6932
 DM6932                          STATION RECOVERY (2021)
 DM6932
 DM6932'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6932'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI4356  USGS QUAD   -  PITMAN WEST (2019)
 AI4356
 AI4356                         *CURRENT SURVEY CONTROL
 AI4356  ______________________________________________________________________
 AI4356* NAD 83(2011) POSITION- 39 43 24.10473(N) 075 13 29.01777(W)   ADJUSTED
 AI4356* NAD 83(2011) ELLIP HT-    -7.749 (meters)        (06/27/12)   ADJUSTED
 AI4356* NAD 83(2011) EPOCH   -  2010.00
 AI4356* NAVD 88 ORTHO HEIGHT -    25.419 (meters)       83.40  (feet) ADJUSTED
 AI4356  ______________________________________________________________________
 AI4356  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 AI4356  NAD 83(2011) X  -  1,252,798.951 (meters)                     COMP
 AI4356  NAD 83(2011) Y  - -4,749,953.092 (meters)                     COMP
 AI4356  NAD 83(2011) Z  -  4,054,403.521 (meters)                     COMP
 AI4356  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 AI4356  DYNAMIC HEIGHT  -         25.407 (meters)       83.36  (feet) COMP
 AI4356  MODELED GRAVITY -    980,146.6   (mgal)                       NAVD 88
 AI4356
 AI4356  VERT ORDER      -  FIRST     CLASS II
 AI4356
 AI4356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4356  Standards:
 AI4356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4356  -------------------------------------------------------------------
 AI4356  NETWORK    0.37   0.73           0.17   0.13   0.37      0.03324726
 AI4356  -------------------------------------------------------------------
 AI4356  Click here for local accuracies and other accuracy information.
 AI4356
 AI4356.The horizontal coordinates were established by GPS observations
 AI4356.and adjusted by the National Geodetic Survey in June 2012.
 AI4356
 AI4356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4356.been affixed to the stable North American tectonic plate. See 
 AI4356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4356
 AI4356.The horizontal coordinates are valid at the epoch date displayed above
 AI4356.which is a decimal equivalence of Year/Month/Day.
 AI4356
 AI4356.The orthometric height was determined by differential leveling and
 AI4356.adjusted by the NATIONAL GEODETIC SURVEY
 AI4356.in June 2007.
 AI4356
 AI4356.No vertical observational check was made to the station.
 AI4356
 AI4356.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4356.GEOID18 height accuracy estimate available here.
 AI4356
 AI4356.Click photographs - Photos may exist for this station.
 AI4356
 AI4356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4356
 AI4356.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4356
 AI4356.The ellipsoidal height was determined by GPS observations
 AI4356.and is referenced to NAD 83.
 AI4356
 AI4356.The dynamic height is computed by dividing the NAVD 88
 AI4356.geopotential number by the normal gravity value computed on the
 AI4356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4356.degrees latitude (g = 980.6199 gals.).
 AI4356
 AI4356.The modeled gravity was interpolated from observed gravity values.
 AI4356
 AI4356. The following values were computed from the NAD 83(2011) position.
 AI4356
 AI4356;                    North         East     Units Scale Factor Converg.
 AI4356;SPC NJ       -    99,052.991    87,869.644   MT  0.99994751   -0 27 47.4
 AI4356;SPC NJ       -   324,976.35    288,285.66   sFT  0.99994751   -0 27 47.4
 AI4356;UTM  18      - 4,397,078.027   480,740.163   MT  0.99960457   -0 08 37.0
 AI4356
 AI4356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4356!SPC NJ       -   1.00000122  x   0.99994751  =   0.99994873
 AI4356!UTM  18      -   1.00000122  x   0.99960457  =   0.99960579
 AI4356
 AI4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8074097078(NAD 83)
 AI4356
 AI4356                          SUPERSEDED SURVEY CONTROL
 AI4356
 AI4356  NAD 83(2007)-  39 43 24.10511(N)    075 13 29.01853(W) AD(2002.00) 0
 AI4356  ELLIP H (02/10/07)   -7.737  (m)                       GP(2002.00)    
 AI4356  NAD 83(1996)-  39 43 24.10507(N)    075 13 29.01868(W) AD(       ) A
 AI4356  ELLIP H (09/24/01)   -7.733  (m)                       GP(       ) 4 1
 AI4356  NAD 83(1996)-  39 43 24.10501(N)    075 13 29.01858(W) AD(       ) 1
 AI4356  ELLIP H (03/31/00)   -7.726  (m)                       GP(       ) 3 1
 AI4356  NAVD 88              25.40   (m)           83.3    (f) LEVELING    3  
 AI4356  NAVD 88 (03/31/00)   25.4    (m)  GEOID99  model used  GPS OBS        
 AI4356
 AI4356.Superseded values are not recommended for survey control.
 AI4356
 AI4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4356.See file dsdata.pdf to determine how the superseded data were derived.
 AI4356
 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_PROJECTION: FLUSH
 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 17, 2020
 AI4356
 AI4356  HISTORY     - Date     Condition        Report By
 AI4356  HISTORY     - 1999     MONUMENTED       NJGS
 AI4356  HISTORY     - 20001003 GOOD             NJGS
 AI4356  HISTORY     - 20030603 GOOD             NJGS
 AI4356  HISTORY     - 20051108 GOOD             GEOCAC
 AI4356  HISTORY     - 20061010 GOOD             NJGS
 AI4356  HISTORY     - 20070523 GOOD             UE
 AI4356  HISTORY     - 20201117 GOOD             NJGS
 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 (2003)
 AI4356
 AI4356'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI4356'RECOVERED AS DESCRIBED.
 AI4356
 AI4356                          STATION RECOVERY (2005)
 AI4356
 AI4356'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AI4356'RECOVERED IN GOOD CONDITION.
 AI4356
 AI4356                          STATION RECOVERY (2006)
 AI4356
 AI4356'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (MVI)
 AI4356'THE STATION WAS RECOVERED AS DESCRIBED.
 AI4356
 AI4356                          STATION RECOVERY (2007)
 AI4356
 AI4356'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4356'RECOVERED IN GOOD CONDITION.
 AI4356
 AI4356                          STATION RECOVERY (2020)
 AI4356
 AI4356'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AI4356'THE STATION IS IN THE LEFT FIELD OF BASEBALL FIELD 5, 0.3 M (1.0 FT)
 AI4356'SOUTH-SOUTHEAST OF 1.5 M (4.9 FT) HIGH FENCE WITH A 4.5 M (14.8 FT)
 AI4356'HIGH NET.  TIES ARE GOOD BUT FENCE IS IN THE WAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3366 ***********************************************************************
 DI3366  DESIGNATION -  8 D 2
 DI3366  PID         -  DI3366
 DI3366  STATE/COUNTY-  NJ/GLOUCESTER
 DI3366  COUNTRY     -  US
 DI3366  USGS QUAD   -  NEWFIELD (2019)
 DI3366
 DI3366                         *CURRENT SURVEY CONTROL
 DI3366  ______________________________________________________________________
 DI3366* NAD 83(1986) POSITION- 39 35 01.54   (N) 075 04 22.13   (W)   HD_HELD1
 DI3366* NAVD 88 ORTHO HEIGHT -    27.829 (meters)       91.30  (feet) ADJUSTED
 DI3366  ______________________________________________________________________
 DI3366  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 DI3366  DYNAMIC HEIGHT  -         27.814 (meters)       91.25  (feet) COMP
 DI3366  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 DI3366
 DI3366  VERT ORDER      -  FIRST     CLASS II
 DI3366
 DI3366.The horizontal coordinates were determined by differentially corrected
 DI3366.hand held GPS observations or other comparable positioning techniques
 DI3366.and have an estimated accuracy of +/- 3 meters.
 DI3366
 DI3366.The orthometric height was determined by differential leveling and
 DI3366.adjusted by the NATIONAL GEODETIC SURVEY
 DI3366.in June 2007.
 DI3366
 DI3366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3366.GEOID18 height accuracy estimate available here.
 DI3366
 DI3366.Click photographs - Photos may exist for this station.
 DI3366
 DI3366.The dynamic height is computed by dividing the NAVD 88
 DI3366.geopotential number by the normal gravity value computed on the
 DI3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3366.degrees latitude (g = 980.6199 gals.).
 DI3366
 DI3366.The modeled gravity was interpolated from observed gravity values.
 DI3366
 DI3366;                    North         East    Units  Estimated Accuracy
 DI3366;SPC NJ       -    83,460.5     100,794.3     MT  (+/- 3 meters HH1 GPS) 
 DI3366
 DI3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9374781562(NAD 83)
 DI3366
 DI3366                          SUPERSEDED SURVEY CONTROL
 DI3366
 DI3366.No superseded survey control is available for this station.
 DI3366
 DI3366_MARKER: DD = SURVEY DISK
 DI3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3366_STAMPING: 8 D 2 2003
 DI3366_MARK LOGO: NJGS
 DI3366_PROJECTION: FLUSH
 DI3366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3366+STABILITY: SURFACE MOTION
 DI3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3366+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2020
 DI3366
 DI3366  HISTORY     - Date     Condition        Report By
 DI3366  HISTORY     - 2003     MONUMENTED       NJDT
 DI3366  HISTORY     - 20030605 GOOD             NJGS
 DI3366  HISTORY     - 20110512 GOOD             NJGS
 DI3366  HISTORY     - 20120412 GOOD             TWT
 DI3366  HISTORY     - 20200814 GOOD             NJGS
 DI3366
 DI3366                          STATION DESCRIPTION
 DI3366
 DI3366'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3366'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3366'OF STATE ROUTE  55 AT MILEPOST 39.6.
 DI3366'
 DI3366'THE STATION IS 6.4 M (21.0 FT) EAST FROM THE EAST EDGE OF THE
 DI3366'SOUTHBOUND LANES, 15.6 M (51.2  FT) WEST FROM THE WEST EDGE OF THE
 DI3366'NORTHBOUND LANES, 10.2 M (33.5 FT) NORTHWEST FROM AN  INLET IN THE
 DI3366'CENTER MEDIAN, 99.6 M (326.8 FT) NORTH AND NORMAL TO ALONG THE CENTER
 DI3366'MEDIAN  FROM AN EMERGENCY TELEPHONE CALL STATION 39.5 ON THE WEST SIDE
 DI3366'OF THE SOUTHBOUND  LANES, EAST FROM AND ACROSS THE SOUTHBOUND LANES
 DI3366'FROM A GREEN PAINTED TRAFFIC SIGN,  EXIT 39 B, AT THE NOSE OF THE EXIT
 DI3366'RAMP LEADING TO THE WESTBOUND LANES OF U.S. ROUTE 40  AND O.3 M WEST
 DI3366'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 DI3366
 DI3366                          STATION RECOVERY (2011)
 DI3366
 DI3366'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (SJM)
 DI3366'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.WITNESS POST SIGN IS
 DI3366'NOW 0.3 METERS SOUTH OF STATION.POSITION DETERMIND BY RTN 75-03-38.2
 DI3366'39-33-49.0
 DI3366
 DI3366                          STATION RECOVERY (2012)
 DI3366
 DI3366'RECOVERY NOTE BY TWT CONS ENG 2012
 DI3366'2011 RTN COORDINATES ARE IN ERROR. MARK IS FOUND AT N 39-35-01.5
 DI3366'W 75-04-22.1. RECOVERED AS DESCRIBED.
 DI3366
 DI3366                          STATION RECOVERY (2020)
 DI3366
 DI3366'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3304 ***********************************************************************
 DI3304  DESIGNATION -  8 D 3
 DI3304  PID         -  DI3304
 DI3304  STATE/COUNTY-  NJ/GLOUCESTER
 DI3304  COUNTRY     -  US
 DI3304  USGS QUAD   -  PITMAN WEST (2019)
 DI3304
 DI3304                         *CURRENT SURVEY CONTROL
 DI3304  ______________________________________________________________________
 DI3304* NAD 83(1986) POSITION- 39 42 30.     (N) 075 12 04.     (W)   SCALED
 DI3304* NAVD 88 ORTHO HEIGHT -    18.756 (meters)       61.54  (feet) ADJUSTED
 DI3304  ______________________________________________________________________
 DI3304  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 DI3304  DYNAMIC HEIGHT  -         18.747 (meters)       61.51  (feet) COMP
 DI3304  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 DI3304
 DI3304  VERT ORDER      -  FIRST     CLASS II
 DI3304
 DI3304.The horizontal coordinates were scaled from a map and have
 DI3304.an estimated accuracy of +/- 6 seconds.
 DI3304
 DI3304.The orthometric height was determined by differential leveling and
 DI3304.adjusted by the NATIONAL GEODETIC SURVEY
 DI3304.in June 2007.
 DI3304
 DI3304.No vertical observational check was made to the station.
 DI3304
 DI3304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3304.GEOID18 height accuracy estimate available here.
 DI3304
 DI3304.Click photographs - Photos may exist for this station.
 DI3304
 DI3304.The dynamic height is computed by dividing the NAVD 88
 DI3304.geopotential number by the normal gravity value computed on the
 DI3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3304.degrees latitude (g = 980.6199 gals.).
 DI3304
 DI3304.The modeled gravity was interpolated from observed gravity values.
 DI3304
 DI3304;                    North         East    Units  Estimated Accuracy
 DI3304;SPC NJ       -    97,370.       89,880.      MT  (+/- 180 meters Scaled)
 DI3304
 DI3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ827954(NAD 83)
 DI3304
 DI3304                          SUPERSEDED SURVEY CONTROL
 DI3304
 DI3304.No superseded survey control is available for this station.
 DI3304
 DI3304_MARKER: DD = SURVEY DISK
 DI3304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3304_SP_SET: BRIDGE PARAPET
 DI3304_STAMPING: 8 D 3 2003
 DI3304_MARK LOGO: NJGS
 DI3304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3304+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DI3304
 DI3304  HISTORY     - Date     Condition        Report By
 DI3304  HISTORY     - 20030814 MONUMENTED       NJGS
 DI3304
 DI3304                          STATION DESCRIPTION
 DI3304
 DI3304'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3304'THE STATION IS LOCATED IN HARRISON TOWNSHIP ON THE NORTH SIDE OF
 DI3304'HARRISONVILLE ROAD,  COUNTY ROAD 618.
 DI3304'
 DI3304'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 322 AND
 DI3304'HARRISONVILLE ROAD,  COUNTY ROAD 618, GO NORTHWEST ON HARRISONVILLE
 DI3304'ROAD FOR 2.1 MI (3.38 KM) TO THE STATION  ON THE RIGHT, SET FLUSH IN A
 DI3304'DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER BRIDGE  PARAPET OF THE
 DI3304'BRIDGE CARRYING HARRISONVILLE ROAD, COUNTY ROAD 618, OVER RACCOON
 DI3304'CREEK.
 DI3304'
 DI3304'THE STATION IS 6.3 M (20.7 FT) NORTH FROM THE CENTERLINE OF
 DI3304'HARRISONVILLE ROAD, 9.0 M (29.5  FT) EAST FROM THE CENTERLINE OF THE
 DI3304'BRIDGE AND 13.0 WEST SOUTHWEST FROM WOOD UTILITY  POLE NUMBER G 21767.
 DI3304'THE STATION IS SET ABOUT 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6933 ***********************************************************************
 DM6933  DESIGNATION -  8 D 4
 DM6933  PID         -  DM6933
 DM6933  STATE/COUNTY-  NJ/GLOUCESTER
 DM6933  COUNTRY     -  US
 DM6933  USGS QUAD   -  BRIDGEPORT (2019)
 DM6933
 DM6933                         *CURRENT SURVEY CONTROL
 DM6933  ______________________________________________________________________
 DM6933* NAD 83(1986) POSITION- 39 49 00.     (N) 075 18 32.     (W)   SCALED
 DM6933* NAVD 88 ORTHO HEIGHT -     2.497 (meters)        8.19  (feet) ADJUSTED
 DM6933  ______________________________________________________________________
 DM6933  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 DM6933  DYNAMIC HEIGHT  -          2.496 (meters)        8.19  (feet) COMP
 DM6933  MODELED GRAVITY -    980,169.6   (mgal)                       NAVD 88
 DM6933
 DM6933  VERT ORDER      -  FIRST     CLASS II
 DM6933
 DM6933.The horizontal coordinates were scaled from a map and have
 DM6933.an estimated accuracy of +/- 6 seconds.
 DM6933
 DM6933.The orthometric height was determined by differential leveling and
 DM6933.adjusted by the NATIONAL GEODETIC SURVEY
 DM6933.in May 2011.
 DM6933
 DM6933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6933.GEOID18 height accuracy estimate available here.
 DM6933
 DM6933.Click photographs - Photos may exist for this station.
 DM6933
 DM6933.The dynamic height is computed by dividing the NAVD 88
 DM6933.geopotential number by the normal gravity value computed on the
 DM6933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6933.degrees latitude (g = 980.6199 gals.).
 DM6933
 DM6933.The modeled gravity was interpolated from observed gravity values.
 DM6933
 DM6933;                    North         East    Units  Estimated Accuracy
 DM6933;SPC NJ       -   109,470.       80,750.      MT  (+/- 180 meters Scaled)
 DM6933
 DM6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK735074(NAD 83)
 DM6933
 DM6933                          SUPERSEDED SURVEY CONTROL
 DM6933
 DM6933.No superseded survey control is available for this station.
 DM6933
 DM6933_MARKER: DD = SURVEY DISK
 DM6933_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6933_SP_SET: CULVERT HEADWALL
 DM6933_STAMPING: 8 D 4 2008
 DM6933_MARK LOGO: NJGS
 DM6933_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6933+STABILITY: SURFACE MOTION
 DM6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6933+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DM6933
 DM6933  HISTORY     - Date     Condition        Report By
 DM6933  HISTORY     - 20080303 MONUMENTED       NJGS
 DM6933  HISTORY     - 20210420 GOOD             AAAS
 DM6933
 DM6933                          STATION DESCRIPTION
 DM6933
 DM6933'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6933'THE STATION IS LOCATED IN LOGAN TOWNSHIP, SET IN A DRILL HOLE IN A
 DM6933'SOUTHWEST END OF A CONCRETE CULVERT SPANNING PARNEY CREEK ON THE
 DM6933'NORTHWEST SIDE OF ROUTE 44.
 DM6933'
 DM6933'TO REACH THE STATION FROM THE JUNCTION OF THE US HIGHWAY 130 BRIDGE
 DM6933'OVER STATE ROUTE 44 JUST EAST OF BRIDGEPORT, GO 1.25 MI (2.0 KM)
 DM6933'NORTHEAST ON ROUTE 44 TO THE STATION ON THE LEFT AT THE TOWNSHIP LINE.
 DM6933'THE STATION IS 6.4 FT (2.0 M) NORTHWEST OF THE NORTHWEST EDGE OF
 DM6933'PAVING OF ROUTE 44, 27.0 FT (8.2 M) NORTHWEST OF THE CENTERLINE OF
 DM6933'ROUTE 44, 94.5 SOUTHWEST OF POLE NUMBER G29759, 40.8 FT (12.4 M)
 DM6933'NORTHEAST OF A SIGN (WELCOME TO LOGAN TOWNSHIP) FOR THE SOUTH BOUND
 DM6933'LANE OF ROUTE 44, 1.7 M (5.6 FT) EAST-SOUTHEAST OF A METAL WITNESS
 DM6933'POST AND SIGN.  THE STATION IS ABOUT 2 FT (0.6 M) LOWER THAN THE
 DM6933'ROADWAY.
 DM6933
 DM6933                          STATION RECOVERY (2021)
 DM6933
 DM6933'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4358 ***********************************************************************
 AI4358  DESIGNATION -  8 E 1
 AI4358  PID         -  AI4358
 AI4358  STATE/COUNTY-  NJ/GLOUCESTER
 AI4358  COUNTRY     -  US
 AI4358  USGS QUAD   -  WOODBURY (2019)
 AI4358
 AI4358                         *CURRENT SURVEY CONTROL
 AI4358  ______________________________________________________________________
 AI4358* NAD 83(2011) POSITION- 39 51 55.04297(N) 075 07 32.78896(W)   ADJUSTED
 AI4358* NAD 83(2011) ELLIP HT-   -29.489 (meters)        (06/27/12)   ADJUSTED
 AI4358* NAD 83(2011) EPOCH   -  2010.00
 AI4358* NAVD 88 ORTHO HEIGHT -     3.4   (meters)       11.    (feet) GPS OBS
 AI4358  ______________________________________________________________________
 AI4358  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4358  GEOID HEIGHT    -        -32.891 (meters)                     GEOID99
 AI4358  GEOID HEIGHT    -        -32.882 (meters)                     GEOID18
 AI4358  NAD 83(2011) X  -  1,258,407.173 (meters)                     COMP
 AI4358  NAD 83(2011) Y  - -4,738,018.382 (meters)                     COMP
 AI4358  NAD 83(2011) Z  -  4,066,497.397 (meters)                     COMP
 AI4358  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 AI4358
 AI4358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4358  Standards:
 AI4358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4358  -------------------------------------------------------------------
 AI4358  NETWORK    1.00   1.57           0.47   0.31   0.80     -0.03190669
 AI4358  -------------------------------------------------------------------
 AI4358  Click here for local accuracies and other accuracy information.
 AI4358
 AI4358.The horizontal coordinates were established by GPS observations
 AI4358.and adjusted by the National Geodetic Survey in June 2012.
 AI4358
 AI4358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4358.been affixed to the stable North American tectonic plate. See 
 AI4358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4358
 AI4358.The horizontal coordinates are valid at the epoch date displayed above
 AI4358.which is a decimal equivalence of Year/Month/Day.
 AI4358
 AI4358.The orthometric height was determined by GPS observations and a
 AI4358.high-resolution geoid model.
 AI4358
 AI4358.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4358.GEOID18 height accuracy estimate available here.
 AI4358
 AI4358.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AI4358
 AI4358.The ellipsoidal height was determined by GPS observations
 AI4358.and is referenced to NAD 83.
 AI4358
 AI4358. The following values were computed from the NAD 83(2011) position.
 AI4358
 AI4358;                    North         East     Units Scale Factor Converg.
 AI4358;SPC NJ       -   114,745.974    96,462.986   MT  0.99993527   -0 24 04.0
 AI4358;SPC NJ       -   376,462.42    316,478.98   sFT  0.99993527   -0 24 04.0
 AI4358;UTM  18      - 4,412,813.437   489,242.840   MT  0.99960142   -0 04 50.2
 AI4358
 AI4358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4358!SPC NJ       -   1.00000463  x   0.99993527  =   0.99993990
 AI4358!UTM  18      -   1.00000463  x   0.99960142  =   0.99960604
 AI4358
 AI4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8924212813(NAD 83)
 AI4358
 AI4358                          SUPERSEDED SURVEY CONTROL
 AI4358
 AI4358  NAD 83(2007)-  39 51 55.04335(N)    075 07 32.78966(W) AD(2002.00) 0
 AI4358  ELLIP H (02/10/07)  -29.481  (m)                       GP(2002.00)    
 AI4358  ELLIP H (09/25/02)  -29.451  (m)                       GP(       ) 4 1
 AI4358  NAD 83(1996)-  39 51 55.04329(N)    075 07 32.78958(W) AD(       ) 1
 AI4358  ELLIP H (03/31/00)  -29.454  (m)                       GP(       ) 3 1
 AI4358
 AI4358.Superseded values are not recommended for survey control.
 AI4358
 AI4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4358.See file dsdata.pdf to determine how the superseded data were derived.
 AI4358
 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 - May 02, 2025
 AI4358
 AI4358  HISTORY     - Date     Condition        Report By
 AI4358  HISTORY     - 1999     MONUMENTED       NJGS
 AI4358  HISTORY     - 20010801 GOOD             NJDEP
 AI4358  HISTORY     - 20080729 GOOD             UE
 AI4358  HISTORY     - 20141213 GOOD             GEOCAC
 AI4358  HISTORY     - 20210714 GOOD             NJGS
 AI4358  HISTORY     - 20250502 GOOD             AAAS
 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.
 AI4358
 AI4358                          STATION RECOVERY (2008)
 AI4358
 AI4358'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 AI4358'RECOVERED IN GOOD CONDITION.
 AI4358
 AI4358                          STATION RECOVERY (2014)
 AI4358
 AI4358'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 AI4358'RECOVERED IN GOOD CONDITION.
 AI4358
 AI4358                          STATION RECOVERY (2021)
 AI4358
 AI4358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AI4358'RECOVERED IN GOOD CONDITION.
 AI4358
 AI4358                          STATION RECOVERY (2025)
 AI4358
 AI4358'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AI4358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3371 ***********************************************************************
 DI3371  DESIGNATION -  8 E 2
 DI3371  PID         -  DI3371
 DI3371  STATE/COUNTY-  NJ/GLOUCESTER
 DI3371  COUNTRY     -  US
 DI3371  USGS QUAD   -  NEWFIELD (2019)
 DI3371
 DI3371                         *CURRENT SURVEY CONTROL
 DI3371  ______________________________________________________________________
 DI3371* NAD 83(1986) POSITION- 39 34 58.     (N) 075 04 21.     (W)   SCALED
 DI3371* NAVD 88 ORTHO HEIGHT -    27.405 (meters)       89.91  (feet) ADJUSTED
 DI3371  ______________________________________________________________________
 DI3371  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 DI3371  DYNAMIC HEIGHT  -         27.391 (meters)       89.87  (feet) COMP
 DI3371  MODELED GRAVITY -    980,118.1   (mgal)                       NAVD 88
 DI3371
 DI3371  VERT ORDER      -  FIRST     CLASS II
 DI3371
 DI3371.The horizontal coordinates were scaled from a map and have
 DI3371.an estimated accuracy of +/- 6 seconds.
 DI3371
 DI3371.The orthometric height was determined by differential leveling and
 DI3371.adjusted by the NATIONAL GEODETIC SURVEY
 DI3371.in June 2007.
 DI3371
 DI3371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3371.GEOID18 height accuracy estimate available here.
 DI3371
 DI3371.Click photographs - Photos may exist for this station.
 DI3371
 DI3371.The dynamic height is computed by dividing the NAVD 88
 DI3371.geopotential number by the normal gravity value computed on the
 DI3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3371.degrees latitude (g = 980.6199 gals.).
 DI3371
 DI3371.The modeled gravity was interpolated from observed gravity values.
 DI3371
 DI3371;                    North         East    Units  Estimated Accuracy
 DI3371;SPC NJ       -    83,350.      100,820.      MT  (+/- 180 meters Scaled)
 DI3371
 DI3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ937814(NAD 83)
 DI3371
 DI3371                          SUPERSEDED SURVEY CONTROL
 DI3371
 DI3371.No superseded survey control is available for this station.
 DI3371
 DI3371_MARKER: DD = SURVEY DISK
 DI3371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3371_STAMPING: 8 E 2 2003
 DI3371_MARK LOGO: NJGS
 DI3371_PROJECTION: FLUSH
 DI3371_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3371+STABILITY: SURFACE MOTION
 DI3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3371+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2020
 DI3371
 DI3371  HISTORY     - Date     Condition        Report By
 DI3371  HISTORY     - 2003     MONUMENTED       NJDT
 DI3371  HISTORY     - 20030606 GOOD             NJGS
 DI3371  HISTORY     - 20200814 GOOD             NJGS
 DI3371
 DI3371                          STATION DESCRIPTION
 DI3371
 DI3371'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3371'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3371'OF STATE ROUTE  55 AT MILEPOST 39.5, EAST FROM AND ACROSS THE
 DI3371'SOUTHBOUND LANES FROM AN EMERGENCY  TELEPHONE CALL STATION 39.5 ON THE
 DI3371'WEST SIDE OF THE SOUTHBOUND LANES.
 DI3371'
 DI3371'THE STATION IS 17.2 M (56.4 FT) EAST FROM THE EAST EDGE OF THE
 DI3371'SOUTHBOUND LANES, 4.7 M (15.4  FT) WEST FROM THE WEST EDGE OF THE
 DI3371'NORTHBOUND LANES, 14.9 M (48.9 FT) NORTHEAST AND  NORMAL TO ALONG THE
 DI3371'CENTER MEDIAN FROM AN INLET AND 0.3 M (1.0 FT) EAST FROM A METAL
 DI3371'WITNESS POST WITH SIGN ATTACHED.
 DI3371
 DI3371                          STATION RECOVERY (2020)
 DI3371
 DI3371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3371'THE STATION IS WITHIN SIGHT OF 8D2 (PID DI3366) NEAR A HEDGE LINE
 DI3371'ALONG THE NORTHBOUND ROUTE 55, 16.8 M (55.1 FT) EAST OF THE EAST EDGE
 DI3371'OF THE ROUTE 55 SOUTHBOUND LANES AND 16.5 M (54.1 FT) NORTH-NORTHEAST
 DI3371'OF CENTER OF DRAINAGE INLET IN THE MIDDLE OF THE MEDIAN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3318 ***********************************************************************
 DI3318  DESIGNATION -  8 E 3
 DI3318  PID         -  DI3318
 DI3318  STATE/COUNTY-  NJ/GLOUCESTER
 DI3318  COUNTRY     -  US
 DI3318  USGS QUAD   -  WOODBURY (2019)
 DI3318
 DI3318                         *CURRENT SURVEY CONTROL
 DI3318  ______________________________________________________________________
 DI3318* NAD 83(1986) POSITION- 39 47 19.     (N) 075 07 33.     (W)   SCALED
 DI3318* NAVD 88 ORTHO HEIGHT -    11.372 (meters)       37.31  (feet) ADJUSTED
 DI3318  ______________________________________________________________________
 DI3318  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 DI3318  DYNAMIC HEIGHT  -         11.367 (meters)       37.29  (feet) COMP
 DI3318  MODELED GRAVITY -    980,163.1   (mgal)                       NAVD 88
 DI3318
 DI3318  VERT ORDER      -  FIRST     CLASS II
 DI3318
 DI3318.The horizontal coordinates were scaled from a map and have
 DI3318.an estimated accuracy of +/- 6 seconds.
 DI3318
 DI3318.The orthometric height was determined by differential leveling and
 DI3318.adjusted by the NATIONAL GEODETIC SURVEY
 DI3318.in June 2007.
 DI3318
 DI3318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3318.GEOID18 height accuracy estimate available here.
 DI3318
 DI3318.Click photographs - Photos may exist for this station.
 DI3318
 DI3318.The dynamic height is computed by dividing the NAVD 88
 DI3318.geopotential number by the normal gravity value computed on the
 DI3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3318.degrees latitude (g = 980.6199 gals.).
 DI3318
 DI3318.The modeled gravity was interpolated from observed gravity values.
 DI3318
 DI3318;                    North         East    Units  Estimated Accuracy
 DI3318;SPC NJ       -   106,230.       96,400.      MT  (+/- 180 meters Scaled)
 DI3318
 DI3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK892043(NAD 83)
 DI3318
 DI3318                          SUPERSEDED SURVEY CONTROL
 DI3318
 DI3318.No superseded survey control is available for this station.
 DI3318
 DI3318_MARKER: DD = SURVEY DISK
 DI3318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI3318_SP_SET: DRAINAGE PIPE HEADWALL
 DI3318_STAMPING: 8 E 3 2003
 DI3318_MARK LOGO: NJGS
 DI3318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3318+STABILITY: SURFACE MOTION
 DI3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3318+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 DI3318
 DI3318  HISTORY     - Date     Condition        Report By
 DI3318  HISTORY     - 20030812 MONUMENTED       NJGS
 DI3318  HISTORY     - 20090909 MARK NOT FOUND   NJGS
 DI3318
 DI3318                          STATION DESCRIPTION
 DI3318
 DI3318'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3318'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP ON THE EAST SIDE OF
 DI3318'TANYARD ROAD, COUNTY  ROAD 663.
 DI3318'
 DI3318'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 55 AND
 DI3318'WOODBURY GLASSBORO  ROAD, COUNTY ROAD 553, GO NORTHWEST ON COUNTY ROAD
 DI3318'553 FOR 0.9 MI (1.45 KM) TO THE  JUNCTION WITH CENTER STREET, COUNTY
 DI3318'ROAD 603, TURN RIGHT AND GO NORTHEAST ON COUNTY  ROAD 603 FOR 0.15 MI
 DI3318'(0.24 KM) TO THE SKEWED TEE JUNCTION WITH TANYARD ROAD, COUNTY ROAD
 DI3318'663.  TURN LEFT AND GO NORTH NORTHEAST ON TANYARD ROAD FOR 1.25 MI
 DI3318'(2.01 KM) TO THE  ENTRANCE DRIVE LEADING TO THE GLOUCESTER COUNTY
 DI3318'INSTITUTE OF TECHNOLOGY ON THE RIGHT  AND THE STATION BEYOND ON THE
 DI3318'RIGHT, SET FLUSH IN A DRILL IN THE TOP OF A CONCRETE  DRAINAGE PIPE
 DI3318'HEADWALL.
 DI3318'
 DI3318'THE STATION IS 5.3 M (17.4 FT) EAST FROM A STOP SIGN AND DO NOT ENTER
 DI3318'SIGN COMBINATION WITH  WITNESS SIGN ATTACHED, 12.2 M (40.0 FT)
 DI3318'NORTHEAST FROM THE CENTERLINE OF THE ENTRANCE  DRIVE, 19.0 M (62.3 FT)
 DI3318'SOUTHEAST FROM THE CENTERLINE OF TANYARD ROAD AND 1.7 M (5.6 FT) EAST
 DI3318'FROM AND NORMAL TO A CONCRETE BLOCK RETAINING WALL OPPOSITE A
 DI3318'LANDSCAPED AREA  CONTAINING A SIGN FOR THE GLOUCESTER COUNTY INSTITUTE
 DI3318'OF TECHNOLOGY.  THE STATION IS  SET ABOUT 1.0 M (3.3 FT) BELOW THE
 DI3318'LEVEL OF THE ENTRANCE DRIVE.
 DI3318
 DI3318                          STATION RECOVERY (2009)
 DI3318
 DI3318'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (MVI)
 DI3318'THE CONCRETE HEADWALL INTO WHICH THE STATION DISK WAS SET HAS BEEN
 DI3318'REPLACED BY A NEW HEADWALL AND CULVERT PIPE.  THE STATION IS
 DI3318'CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6937 ***********************************************************************
 DM6937  DESIGNATION -  8 E 4
 DM6937  PID         -  DM6937
 DM6937  STATE/COUNTY-  NJ/GLOUCESTER
 DM6937  COUNTRY     -  US
 DM6937  USGS QUAD   -  BRIDGEPORT (2019)
 DM6937
 DM6937                         *CURRENT SURVEY CONTROL
 DM6937  ______________________________________________________________________
 DM6937* NAD 83(1986) POSITION- 39 48 13.     (N) 075 19 26.     (W)   SCALED
 DM6937* NAVD 88 ORTHO HEIGHT -     2.709 (meters)        8.89  (feet) ADJUSTED
 DM6937  ______________________________________________________________________
 DM6937  GEOID HEIGHT    -        -33.015 (meters)                     GEOID18
 DM6937  DYNAMIC HEIGHT  -          2.708 (meters)        8.88  (feet) COMP
 DM6937  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 DM6937
 DM6937  VERT ORDER      -  FIRST     CLASS II
 DM6937
 DM6937.The horizontal coordinates were scaled from a map and have
 DM6937.an estimated accuracy of +/- 6 seconds.
 DM6937
 DM6937.The orthometric height was determined by differential leveling and
 DM6937.adjusted by the NATIONAL GEODETIC SURVEY
 DM6937.in May 2011.
 DM6937
 DM6937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6937.GEOID18 height accuracy estimate available here.
 DM6937
 DM6937.Click photographs - Photos may exist for this station.
 DM6937
 DM6937.The dynamic height is computed by dividing the NAVD 88
 DM6937.geopotential number by the normal gravity value computed on the
 DM6937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6937.degrees latitude (g = 980.6199 gals.).
 DM6937
 DM6937.The modeled gravity was interpolated from observed gravity values.
 DM6937
 DM6937;                    North         East    Units  Estimated Accuracy
 DM6937;SPC NJ       -   108,040.       79,450.      MT  (+/- 180 meters Scaled)
 DM6937
 DM6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK722060(NAD 83)
 DM6937
 DM6937                          SUPERSEDED SURVEY CONTROL
 DM6937
 DM6937.No superseded survey control is available for this station.
 DM6937
 DM6937_MARKER: DD = SURVEY DISK
 DM6937_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6937_SP_SET: ELECTRIC UTILITY MANHOLE
 DM6937_STAMPING: 8 E 4 2008
 DM6937_MARK LOGO: NJGS
 DM6937_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6937+STABILITY: SURFACE MOTION
 DM6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6937+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DM6937
 DM6937  HISTORY     - Date     Condition        Report By
 DM6937  HISTORY     - 20080303 MONUMENTED       NJGS
 DM6937  HISTORY     - 20210420 GOOD             AAAS
 DM6937
 DM6937                          STATION DESCRIPTION
 DM6937
 DM6937'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6937'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST-SOUTHWEST OF
 DM6937'WOODBURY, 9.2 MI (14.8 KM) EAST-NORTHEAST OF PENNS GROVE AND 1.3 MI
 DM6937'(2.1 KM) EAST OF BRIDGEPORT.
 DM6937'
 DM6937'THE STATION IS LOCATED IN LOGAN TOWNSHIP ON THE NORTHWEST SIDE OF WEST
 DM6937'BROAD STREET, STATE ROUTE 44 AT THE SKEWED JUNCTION WITH THE RAMP
 DM6937'LEADING TO AND FROM THE SOUTHBOUND LANES OF U.S. HIGHWAY 130, SET
 DM6937'FLUSH IN A DRILL HOLE AT THE NORTH CORNER OF A RECTANGULAR CONCRETE
 DM6937'STATE HIGHWAY DEPARTMENT ELECTRIC UTILITY MANHOLE.
 DM6937'
 DM6937'THE STATION IS 12.0 M (39.4 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 DM6937'ROUTE 44, 3.0 M (9.8 FT) SOUTH FROM A VERY TALL WOOD UTILITY POLE
 DM6937'NUMBER S9993 AND 1.7 M (5.6 FT) EAST FROM AND RADIAL TO THE CURVED
 DM6937'PORTION OF THE WEST CURB OF THE RAMP LEADING FROM THE SOUTHBOUND LANES
 DM6937'OF U.S. HIGHWAY 130 TO THE WESTBOUND LANES OF STATE ROUTE 44, 4.0 FT
 DM6937'(1.2 M) NORTHWEST OF AN ALUMINUM ELECTRICAL BOX, 2.0 M (6.6 FT)
 DM6937'SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 DM6937
 DM6937                          STATION RECOVERY (2021)
 DM6937
 DM6937'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6937'THE METAL WITNESS POST AND SIGN HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4357 ***********************************************************************
 AI4357  DESIGNATION -  8 F 1
 AI4357  PID         -  AI4357
 AI4357  STATE/COUNTY-  NJ/GLOUCESTER
 AI4357  COUNTRY     -  US
 AI4357  USGS QUAD   -  RUNNEMEDE (2019)
 AI4357
 AI4357                         *CURRENT SURVEY CONTROL
 AI4357  ______________________________________________________________________
 AI4357* NAD 83(2011) POSITION- 39 46 36.50000(N) 075 07 28.55597(W)   ADJUSTED
 AI4357* NAD 83(2011) ELLIP HT-   -10.707 (meters)        (06/27/12)   ADJUSTED
 AI4357* NAD 83(2011) EPOCH   -  2010.00
 AI4357* NAVD 88 ORTHO HEIGHT -    22.331 (meters)       73.26  (feet) ADJUSTED
 AI4357  ______________________________________________________________________
 AI4357  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 AI4357  NAD 83(2011) X  -  1,260,123.253 (meters)                     COMP
 AI4357  NAD 83(2011) Y  - -4,744,087.158 (meters)                     COMP
 AI4357  NAD 83(2011) Z  -  4,058,963.757 (meters)                     COMP
 AI4357  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 AI4357  DYNAMIC HEIGHT  -         22.321 (meters)       73.23  (feet) COMP
 AI4357  MODELED GRAVITY -    980,159.9   (mgal)                       NAVD 88
 AI4357
 AI4357  VERT ORDER      -  FIRST     CLASS II
 AI4357
 AI4357  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4357  Standards:
 AI4357         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4357            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4357  -------------------------------------------------------------------
 AI4357  NETWORK    0.36   0.71           0.16   0.13   0.36      0.04121851
 AI4357  -------------------------------------------------------------------
 AI4357  Click here for local accuracies and other accuracy information.
 AI4357
 AI4357.The horizontal coordinates were established by GPS observations
 AI4357.and adjusted by the National Geodetic Survey in June 2012.
 AI4357
 AI4357.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4357.been affixed to the stable North American tectonic plate. See 
 AI4357.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4357
 AI4357.The horizontal coordinates are valid at the epoch date displayed above
 AI4357.which is a decimal equivalence of Year/Month/Day.
 AI4357
 AI4357.The orthometric height was determined by differential leveling and
 AI4357.adjusted by the NATIONAL GEODETIC SURVEY
 AI4357.in June 2007.
 AI4357
 AI4357.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4357.GEOID18 height accuracy estimate available here.
 AI4357
 AI4357.Click photographs - Photos may exist for this station.
 AI4357
 AI4357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4357
 AI4357.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4357
 AI4357.The ellipsoidal height was determined by GPS observations
 AI4357.and is referenced to NAD 83.
 AI4357
 AI4357.The dynamic height is computed by dividing the NAVD 88
 AI4357.geopotential number by the normal gravity value computed on the
 AI4357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4357.degrees latitude (g = 980.6199 gals.).
 AI4357
 AI4357.The modeled gravity was interpolated from observed gravity values.
 AI4357
 AI4357. The following values were computed from the NAD 83(2011) position.
 AI4357
 AI4357;                    North         East     Units Scale Factor Converg.
 AI4357;SPC NJ       -   104,921.645    96,495.001   MT  0.99993523   -0 23 58.7
 AI4357;SPC NJ       -   344,230.43    316,584.02   sFT  0.99993523   -0 23 58.7
 AI4357;UTM  18      - 4,402,992.720   489,329.729   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8932902992(NAD 83)
 AI4357
 AI4357|---------------------------------------------------------------------|
 AI4357| PID    Reference Object                     Distance      Geod. Az  |
 AI4357|                                                           dddmmss.s |
 AI4357| AI4361 8 G 1                               392.471 METERS 35608     |
 AI4357|---------------------------------------------------------------------|
 AI4357
 AI4357                          SUPERSEDED SURVEY CONTROL
 AI4357
 AI4357  NAD 83(2007)-  39 46 36.50000(N)    075 07 28.55657(W) AD(2002.00) B
 AI4357  ELLIP H (03/15/07)  -10.687  (m)                       GP(2002.00) 4 1
 AI4357  NAD 83(2007)-  39 46 36.50045(N)    075 07 28.55670(W) AD(2002.00) 0
 AI4357  ELLIP H (02/10/07)  -10.699  (m)                       GP(2002.00)    
 AI4357  ELLIP H (09/25/02)  -10.691  (m)                       GP(       ) 4 1
 AI4357  NAD 83(1996)-  39 46 36.50030(N)    075 07 28.55670(W) AD(       ) 1
 AI4357  ELLIP H (03/31/00)  -10.686  (m)                       GP(       ) 3 1
 AI4357  NAVD 88              22.31   (m)           73.2    (f) LEVELING    3  
 AI4357  NAVD 88 (03/31/00)   22.3    (m)  GEOID99  model used  GPS OBS        
 AI4357
 AI4357.Superseded values are not recommended for survey control.
 AI4357
 AI4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4357.See file dsdata.pdf to determine how the superseded data were derived.
 AI4357
 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_PROJECTION: FLUSH
 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 - August 27, 2009
 AI4357
 AI4357  HISTORY     - Date     Condition        Report By
 AI4357  HISTORY     - 1999     MONUMENTED       NJGS
 AI4357  HISTORY     - 20030603 GOOD             NJGS
 AI4357  HISTORY     - 20061010 GOOD             NJGS
 AI4357  HISTORY     - 20070305 GOOD             NAVNEW
 AI4357  HISTORY     - 20080403 GOOD             NJDT
 AI4357  HISTORY     - 20090827 GOOD             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.
 AI4357
 AI4357                          STATION RECOVERY (2003)
 AI4357
 AI4357'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI4357'RECOVERED AS DESCRIBED.
 AI4357
 AI4357                          STATION RECOVERY (2006)
 AI4357
 AI4357'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (EJO)
 AI4357'THE STATION WAS RECOVERED AS DESCRIBED.
 AI4357
 AI4357                          STATION RECOVERY (2007)
 AI4357
 AI4357'RECOVERY NOTE BY NAVE NEWELL INCORPORATED 2007 (DFJ)
 AI4357'RECOVERED IN GOOD CONDITION.
 AI4357
 AI4357                          STATION RECOVERY (2008)
 AI4357
 AI4357'RECOVERY NOTE BY NJ DEPT OF TRANSP 2008 (JFL)
 AI4357'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES. THE SHARP RIGHT
 AI4357'TURN HAS BEEN FLATTENED.  THE STATION IS NOW 50.8 FT NORTHEAST FROM
 AI4357'THE CENTERLINE OF SALINA ROAD.  POLE NUMBER PN18086 31 WITH STREET
 AI4357'LIGHT ATTACHED IS NOW ON THE SAME SIDE OF THE ROAD AS THE STATION, NOT
 AI4357'ACCROSS THE ROAD.  ALSO, THE PREVIOUSLY MENTIONED YELLOW TRAFFIC SIGN
 AI4357'DOES NOT APPLY DUE TO ALL NEW SIGNS BEING INSTALLED.
 AI4357
 AI4357                          STATION RECOVERY (2009)
 AI4357
 AI4357'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 AI4357'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3286 ***********************************************************************
 DI3286  DESIGNATION -  8 F 2
 DI3286  PID         -  DI3286
 DI3286  STATE/COUNTY-  NJ/GLOUCESTER
 DI3286  COUNTRY     -  US
 DI3286  USGS QUAD   -  NEWFIELD (2019)
 DI3286
 DI3286                         *CURRENT SURVEY CONTROL
 DI3286  ______________________________________________________________________
 DI3286* NAD 83(1986) POSITION- 39 34 05.52   (N) 075 03 43.36   (W)   HD_HELD1
 DI3286* NAVD 88 ORTHO HEIGHT -    26.082 (meters)       85.57  (feet) ADJUSTED
 DI3286  ______________________________________________________________________
 DI3286  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 DI3286  DYNAMIC HEIGHT  -         26.068 (meters)       85.52  (feet) COMP
 DI3286  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 DI3286
 DI3286  VERT ORDER      -  FIRST     CLASS II
 DI3286
 DI3286.The horizontal coordinates were determined by differentially corrected
 DI3286.hand held GPS observations or other comparable positioning techniques
 DI3286.and have an estimated accuracy of +/- 3 meters.
 DI3286
 DI3286.The orthometric height was determined by differential leveling and
 DI3286.adjusted by the NATIONAL GEODETIC SURVEY
 DI3286.in June 2007.
 DI3286
 DI3286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3286.GEOID18 height accuracy estimate available here.
 DI3286
 DI3286.Click photographs - Photos may exist for this station.
 DI3286
 DI3286.The dynamic height is computed by dividing the NAVD 88
 DI3286.geopotential number by the normal gravity value computed on the
 DI3286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3286.degrees latitude (g = 980.6199 gals.).
 DI3286
 DI3286.The modeled gravity was interpolated from observed gravity values.
 DI3286
 DI3286;                    North         East    Units  Estimated Accuracy
 DI3286;SPC NJ       -    81,727.1     101,708.6     MT  (+/- 3 meters HH1 GPS) 
 DI3286
 DI3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9467079835(NAD 83)
 DI3286
 DI3286                          SUPERSEDED SURVEY CONTROL
 DI3286
 DI3286.No superseded survey control is available for this station.
 DI3286
 DI3286_MARKER: DD = SURVEY DISK
 DI3286_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3286_SP_SET: BRIDGE ABUTMENT
 DI3286_STAMPING: 8 F 2 2003
 DI3286_MARK LOGO: NJGS
 DI3286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3286+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2020
 DI3286
 DI3286  HISTORY     - Date     Condition        Report By
 DI3286  HISTORY     - 20030806 MONUMENTED       NJGS
 DI3286  HISTORY     - 20200814 GOOD             NJGS
 DI3286
 DI3286                          STATION DESCRIPTION
 DI3286
 DI3286'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3286'THE STATION IS LOCATED IN PITTSGROVE TOWNSHIP ON THE EAST SIDE OF
 DI3286'STATE ROUTE 55, SET  FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DI3286'ABUTMENT OF THE BRIDGE CARRYING STATE  ROUTE 55 NORTHBOUND OVER
 DI3286'SCOTLAND RUN, STRUCTURE NUMBER 0610171, MILEPOST 38.30.
 DI3286'
 DI3286'THE STATION IS 8.5 M (27.9 FT) EAST FROM THE CENTERLINE OF THE
 DI3286'NORTHBOUND LANES, 9.6 M (31.5  FT) NORTH FROM THE CENTER OF THE BRIDGE
 DI3286'AND 0.6 M (2.0 FT) SOUTH FROM A WITNESS SIGN  ATTACHED TO THE 6 FT
 DI3286'(1.8 M) HIGH CHAIN LINK FENCE AT THE NORTHEAST END OF THE BRIDGE.
 DI3286
 DI3286                          STATION RECOVERY (2020)
 DI3286
 DI3286'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3248 ***********************************************************************
 DI3248  DESIGNATION -  8 F 3
 DI3248  PID         -  DI3248
 DI3248  STATE/COUNTY-  NJ/GLOUCESTER
 DI3248  COUNTRY     -  US
 DI3248  USGS QUAD   -  RUNNEMEDE (2019)
 DI3248
 DI3248                         *CURRENT SURVEY CONTROL
 DI3248  ______________________________________________________________________
 DI3248* NAD 83(1986) POSITION- 39 49 43.     (N) 075 07 30.     (W)   SCALED
 DI3248* NAVD 88 ORTHO HEIGHT -    16.398 (meters)       53.80  (feet) ADJUSTED
 DI3248  ______________________________________________________________________
 DI3248  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 DI3248  DYNAMIC HEIGHT  -         16.390 (meters)       53.77  (feet) COMP
 DI3248  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 DI3248
 DI3248  VERT ORDER      -  FIRST     CLASS II
 DI3248
 DI3248.The horizontal coordinates were scaled from a map and have
 DI3248.an estimated accuracy of +/- 6 seconds.
 DI3248
 DI3248.The orthometric height was determined by differential leveling and
 DI3248.adjusted by the NATIONAL GEODETIC SURVEY
 DI3248.in June 2007.
 DI3248
 DI3248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3248.GEOID18 height accuracy estimate available here.
 DI3248
 DI3248.Click photographs - Photos may exist for this station.
 DI3248
 DI3248.The dynamic height is computed by dividing the NAVD 88
 DI3248.geopotential number by the normal gravity value computed on the
 DI3248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3248.degrees latitude (g = 980.6199 gals.).
 DI3248
 DI3248.The modeled gravity was interpolated from observed gravity values.
 DI3248
 DI3248;                    North         East    Units  Estimated Accuracy
 DI3248;SPC NJ       -   110,670.       96,500.      MT  (+/- 180 meters Scaled)
 DI3248
 DI3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK893087(NAD 83)
 DI3248
 DI3248                          SUPERSEDED SURVEY CONTROL
 DI3248
 DI3248.No superseded survey control is available for this station.
 DI3248
 DI3248_MARKER: DD = SURVEY DISK
 DI3248_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3248+WITH SETTING: PAVEMENT
 DI3248_SP_SET: ELECTRIC UTILITY MANHOLE
 DI3248_STAMPING: 8 F 3 2003
 DI3248_MARK LOGO: NJGS
 DI3248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3248+STABILITY: SURFACE MOTION
 DI3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3248+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DI3248
 DI3248  HISTORY     - Date     Condition        Report By
 DI3248  HISTORY     - 20030814 MONUMENTED       NJGS
 DI3248
 DI3248                          STATION DESCRIPTION
 DI3248
 DI3248'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3248'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP AT THE NORTHEAST CORNER OF
 DI3248'THE  INTERSECTION OF STATE ROUTE 47 AND COOPER STREET, COUNTY ROAD
 DI3248'534, SET FLUSH IN A DRILL  HOLE AT THE NORTH CORNER OF A RECTANGULAR
 DI3248'CONCRETE STATE HIGHWAY DEPARTMENT  ELECTRIC UTILITY MANHOLE.
 DI3248'
 DI3248'THE STATION IS 3.8 M (12.5 FT) NORTHWEST FROM A DOUBLE INLET ON THE
 DI3248'NORTHSIDE OF COOPER  STREET, 2.6 M (8.5 FT) EAST FROM A WHITE PAINTED
 DI3248'TRAFFIC SIGN LEFT TURN MUST TURN LEFT, 15.6  M (51.2 FT) WEST
 DI3248'NORTHWEST FROM THE CENTER OF A DRIVEWAY LEADING INTO A PARKING LOT FOR
 DI3248'A DUNKIN DONUTS COFFEE SHOP, 4.6 M (15.1 FT) SOUTHEAST FROM AN
 DI3248'ALUMINUM TRAFFIC LIGHT  POLE AND 1.1 M (3.6 FT) NORTHEAST FROM THE
 DI3248'NORTH CURB OF COOPER STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6938 ***********************************************************************
 DM6938  DESIGNATION -  8 F 4
 DM6938  PID         -  DM6938
 DM6938  STATE/COUNTY-  NJ/GLOUCESTER
 DM6938  COUNTRY     -  US
 DM6938  USGS QUAD   -  BRIDGEPORT (2019)
 DM6938
 DM6938                         *CURRENT SURVEY CONTROL
 DM6938  ______________________________________________________________________
 DM6938* NAD 83(1986) POSITION- 39 48 02.     (N) 075 19 49.     (W)   SCALED
 DM6938* NAVD 88 ORTHO HEIGHT -     2.740 (meters)        8.99  (feet) ADJUSTED
 DM6938  ______________________________________________________________________
 DM6938  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 DM6938  DYNAMIC HEIGHT  -          2.739 (meters)        8.99  (feet) COMP
 DM6938  MODELED GRAVITY -    980,167.0   (mgal)                       NAVD 88
 DM6938
 DM6938  VERT ORDER      -  FIRST     CLASS II
 DM6938
 DM6938.The horizontal coordinates were scaled from a map and have
 DM6938.an estimated accuracy of +/- 6 seconds.
 DM6938
 DM6938.The orthometric height was determined by differential leveling and
 DM6938.adjusted by the NATIONAL GEODETIC SURVEY
 DM6938.in May 2011.
 DM6938
 DM6938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6938.GEOID18 height accuracy estimate available here.
 DM6938
 DM6938.Click photographs - Photos may exist for this station.
 DM6938
 DM6938.The dynamic height is computed by dividing the NAVD 88
 DM6938.geopotential number by the normal gravity value computed on the
 DM6938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6938.degrees latitude (g = 980.6199 gals.).
 DM6938
 DM6938.The modeled gravity was interpolated from observed gravity values.
 DM6938
 DM6938;                    North         East    Units  Estimated Accuracy
 DM6938;SPC NJ       -   107,700.       78,900.      MT  (+/- 180 meters Scaled)
 DM6938
 DM6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK717056(NAD 83)
 DM6938
 DM6938                          SUPERSEDED SURVEY CONTROL
 DM6938
 DM6938.No superseded survey control is available for this station.
 DM6938
 DM6938_MARKER: DD = SURVEY DISK
 DM6938_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6938_SP_SET: MANHOLE CHAMBER BASE
 DM6938_STAMPING: 8 F 4 2008
 DM6938_MARK LOGO: NJGS
 DM6938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6938+STABILITY: SURFACE MOTION
 DM6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6938+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DM6938
 DM6938  HISTORY     - Date     Condition        Report By
 DM6938  HISTORY     - 20080303 MONUMENTED       NJGS
 DM6938  HISTORY     - 20210420 GOOD             AAAS
 DM6938
 DM6938                          STATION DESCRIPTION
 DM6938
 DM6938'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6938'THE STATION IS LOCATED IN LOGAN TOWNSHIP, ON THE NORTH SIDE OF WEST
 DM6938'BROAD STREET, STATE HIGHWAY 44, SET IN THE CENTER OF THE WEST SIDE OF
 DM6938'THE LARGER OF TWO RECTANGULAR MANHOLE ACCESS CHAMBER MANHOLES
 DM6938'(VERIZON).
 DM6938'
 DM6938'TO REACH THE STATION FROM THE JUNCTION OF THE US HIGHWAY 130 BRIDGE
 DM6938'SPANNING NJ STATE ROUTE 44, GO 0.35 MI (0.6 KM) SOUTH-SOUTHWEST ON
 DM6938'ROUTE 44 TO THE STATION ON THE RIGHT.
 DM6938'
 DM6938'THE STATION IS 23.4 FT (7.1 M) NORTH OF THE CENTERLINE OF ROUTE 44,
 DM6938'74.4 FT (22.7 M) NORTHEAST OF POLE NUMBER S10299, 90.4 FT (27.6 M)
 DM6938'WEST OF POLE NUMBER 4165 PN41681, 6.6 FT (2.0 M) SOUTHEAST OF A GREEN
 DM6938'VERISON MARKER, 17.0 FT (5.2 M) SOUTHWEST OF A GREEN VERISON MARKER.
 DM6938
 DM6938                          STATION RECOVERY (2021)
 DM6938
 DM6938'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4361 ***********************************************************************
 AI4361  DESIGNATION -  8 G 1
 AI4361  PID         -  AI4361
 AI4361  STATE/COUNTY-  NJ/GLOUCESTER
 AI4361  COUNTRY     -  US
 AI4361  USGS QUAD   -  RUNNEMEDE (2019)
 AI4361
 AI4361                         *CURRENT SURVEY CONTROL
 AI4361  ______________________________________________________________________
 AI4361* NAD 83(2011) POSITION- 39 46 49.19637(N) 075 07 29.66741(W)   ADJUSTED
 AI4361* NAD 83(2011) ELLIP HT-   -10.067 (meters)        (06/27/12)   ADJUSTED
 AI4361* NAD 83(2011) EPOCH   -  2010.00
 AI4361* NAVD 88 ORTHO HEIGHT -    22.962 (meters)       75.33  (feet) ADJUSTED
 AI4361  ______________________________________________________________________
 AI4361  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 AI4361  NAD 83(2011) X  -  1,260,033.500 (meters)                     COMP
 AI4361  NAD 83(2011) Y  - -4,743,852.279 (meters)                     COMP
 AI4361  NAD 83(2011) Z  -  4,059,265.103 (meters)                     COMP
 AI4361  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 AI4361  DYNAMIC HEIGHT  -         22.951 (meters)       75.30  (feet) COMP
 AI4361  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 AI4361
 AI4361  VERT ORDER      -  FIRST     CLASS II
 AI4361
 AI4361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4361  Standards:
 AI4361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4361  -------------------------------------------------------------------
 AI4361  NETWORK    0.38   0.73           0.17   0.14   0.37      0.04911948
 AI4361  -------------------------------------------------------------------
 AI4361  Click here for local accuracies and other accuracy information.
 AI4361
 AI4361.The horizontal coordinates were established by GPS observations
 AI4361.and adjusted by the National Geodetic Survey in June 2012.
 AI4361
 AI4361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4361.been affixed to the stable North American tectonic plate. See 
 AI4361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4361
 AI4361.The horizontal coordinates are valid at the epoch date displayed above
 AI4361.which is a decimal equivalence of Year/Month/Day.
 AI4361
 AI4361.The orthometric height was determined by differential leveling and
 AI4361.adjusted by the NATIONAL GEODETIC SURVEY
 AI4361.in June 2007.
 AI4361
 AI4361.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4361.GEOID18 height accuracy estimate available here.
 AI4361
 AI4361.Click photographs - Photos may exist for this station.
 AI4361
 AI4361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4361
 AI4361.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4361
 AI4361.The ellipsoidal height was determined by GPS observations
 AI4361.and is referenced to NAD 83.
 AI4361
 AI4361.The dynamic height is computed by dividing the NAVD 88
 AI4361.geopotential number by the normal gravity value computed on the
 AI4361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4361.degrees latitude (g = 980.6199 gals.).
 AI4361
 AI4361.The modeled gravity was interpolated from observed gravity values.
 AI4361
 AI4361. The following values were computed from the NAD 83(2011) position.
 AI4361
 AI4361;                    North         East     Units Scale Factor Converg.
 AI4361;SPC NJ       -   105,313.373    96,471.286   MT  0.99993526   -0 23 59.5
 AI4361;SPC NJ       -   345,515.62    316,506.21   sFT  0.99993526   -0 23 59.5
 AI4361;UTM  18      - 4,403,384.179   489,303.836   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8930303384(NAD 83)
 AI4361
 AI4361|---------------------------------------------------------------------|
 AI4361| PID    Reference Object                     Distance      Geod. Az  |
 AI4361|                                                           dddmmss.s |
 AI4361| AI4357 8 F 1                               392.471 METERS 17608     |
 AI4361|---------------------------------------------------------------------|
 AI4361
 AI4361                          SUPERSEDED SURVEY CONTROL
 AI4361
 AI4361  NAD 83(2007)-  39 46 49.19639(N)    075 07 29.66797(W) AD(2002.00) B
 AI4361  ELLIP H (03/15/07)  -10.046  (m)                       GP(2002.00) 4 1
 AI4361  NAD 83(2007)-  39 46 49.19681(N)    075 07 29.66818(W) AD(2002.00) 0
 AI4361  ELLIP H (02/10/07)  -10.060  (m)                       GP(2002.00)    
 AI4361  ELLIP H (09/25/02)  -10.051  (m)                       GP(       ) 4 1
 AI4361  NAD 83(1996)-  39 46 49.19665(N)    075 07 29.66817(W) AD(       ) 1
 AI4361  ELLIP H (03/31/00)  -10.047  (m)                       GP(       ) 3 1
 AI4361  NAVD 88              22.95   (m)           75.3    (f) LEVELING    3  
 AI4361  NAVD 88 (03/31/00)   23.0    (m)  GEOID99  model used  GPS OBS        
 AI4361
 AI4361.Superseded values are not recommended for survey control.
 AI4361
 AI4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4361.See file dsdata.pdf to determine how the superseded data were derived.
 AI4361
 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_PROJECTION: FLUSH
 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 - August 31, 2009
 AI4361
 AI4361  HISTORY     - Date     Condition        Report By
 AI4361  HISTORY     - 1999     MONUMENTED       NJGS
 AI4361  HISTORY     - 20030821 GOOD             NJGS
 AI4361  HISTORY     - 20061012 GOOD             NJGS
 AI4361  HISTORY     - 20070406 GOOD             UE
 AI4361  HISTORY     - 20090831 GOOD             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.
 AI4361
 AI4361                          STATION RECOVERY (2003)
 AI4361
 AI4361'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI4361'RECOVERED AS DESCRIBED.
 AI4361
 AI4361                          STATION RECOVERY (2006)
 AI4361
 AI4361'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (MVI)
 AI4361'THE STATION WAS RECOVERED AS DESCRIBED.
 AI4361
 AI4361                          STATION RECOVERY (2007)
 AI4361
 AI4361'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI4361'RECOVERED IN GOOD CONDITION.
 AI4361
 AI4361                          STATION RECOVERY (2009)
 AI4361
 AI4361'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 AI4361'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3287 ***********************************************************************
 DI3287  DESIGNATION -  8 G 2
 DI3287  PID         -  DI3287
 DI3287  STATE/COUNTY-  NJ/GLOUCESTER
 DI3287  COUNTRY     -  US
 DI3287  USGS QUAD   -  NEWFIELD (2019)
 DI3287
 DI3287                         *CURRENT SURVEY CONTROL
 DI3287  ______________________________________________________________________
 DI3287* NAD 83(1986) POSITION- 39 34 33.     (N) 075 04 10.     (W)   SCALED
 DI3287* NAVD 88 ORTHO HEIGHT -    28.696 (meters)       94.15  (feet) ADJUSTED
 DI3287  ______________________________________________________________________
 DI3287  GEOID HEIGHT    -        -33.606 (meters)                     GEOID18
 DI3287  DYNAMIC HEIGHT  -         28.681 (meters)       94.10  (feet) COMP
 DI3287  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 DI3287
 DI3287  VERT ORDER      -  FIRST     CLASS II
 DI3287
 DI3287.The horizontal coordinates were scaled from a map and have
 DI3287.an estimated accuracy of +/- 6 seconds.
 DI3287
 DI3287.The orthometric height was determined by differential leveling and
 DI3287.adjusted by the NATIONAL GEODETIC SURVEY
 DI3287.in June 2007.
 DI3287
 DI3287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3287.GEOID18 height accuracy estimate available here.
 DI3287
 DI3287.Click photographs - Photos may exist for this station.
 DI3287
 DI3287.The dynamic height is computed by dividing the NAVD 88
 DI3287.geopotential number by the normal gravity value computed on the
 DI3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3287.degrees latitude (g = 980.6199 gals.).
 DI3287
 DI3287.The modeled gravity was interpolated from observed gravity values.
 DI3287
 DI3287;                    North         East    Units  Estimated Accuracy
 DI3287;SPC NJ       -    82,580.      101,080.      MT  (+/- 180 meters Scaled)
 DI3287
 DI3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ940806(NAD 83)
 DI3287
 DI3287                          SUPERSEDED SURVEY CONTROL
 DI3287
 DI3287.No superseded survey control is available for this station.
 DI3287
 DI3287_MARKER: DD = SURVEY DISK
 DI3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3287_STAMPING: 8 G 2 2003
 DI3287_MARK LOGO: NJGS
 DI3287_PROJECTION: RECESSED 10 CENTIMETERS
 DI3287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3287+STABILITY: SURFACE MOTION
 DI3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3287+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2020
 DI3287
 DI3287  HISTORY     - Date     Condition        Report By
 DI3287  HISTORY     - UNK      MONUMENTED       NJDT
 DI3287  HISTORY     - 20030610 GOOD             NJGS
 DI3287  HISTORY     - 20200814 GOOD             NJGS
 DI3287
 DI3287                          STATION DESCRIPTION
 DI3287
 DI3287'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3287'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3287'OF STATE ROUTE  55 AT MILEPOST 38.97.
 DI3287'
 DI3287'THE STATION IS 17.6 M (57.7 FT) EAST FROM THE EAST EDGE OF THE
 DI3287'SOUTHBOUND LANES, 5.1 M (16.7  FT) WEST FROM THE WEST EDGE OF THE
 DI3287'NORTHBOUND LANES, 13.9 M (45.6 FT) NORTH AND NORMAL  TO ALONG THE
 DI3287'CENTER MEDIAN FROM A WHITE PAINTED TRAFFIC SIGN, KEEP RIGHT EXCEPT TO
 DI3287'PASS,  ON THE EAST SIDE OF THE SOUTHBOUND LANES AND 0.3 M (1.0 FT)
 DI3287'EAST FROM A METAL WITNESS  POST WITH SIGN ATTACHED.
 DI3287
 DI3287                          STATION RECOVERY (2020)
 DI3287
 DI3287'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3287'THE STATION IS 4.9 M (16.1 FT) WEST FROM THE WEST EDGE OF THE
 DI3287'NORTHBOUND LANES, 12.5 M (41.0 FT) NORTH AND NORMAL TO ALONG THE
 DI3287'CENTER MEDIAN FROM A WHITE PAINTED TRAFFIC SIGN AND 0.15 M (0.5 FT)
 DI3287'SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6940 ***********************************************************************
 DM6940  DESIGNATION -  8 G 4
 DM6940  PID         -  DM6940
 DM6940  STATE/COUNTY-  NJ/GLOUCESTER
 DM6940  COUNTRY     -  US
 DM6940  USGS QUAD   -  BRIDGEPORT (2019)
 DM6940
 DM6940                         *CURRENT SURVEY CONTROL
 DM6940  ______________________________________________________________________
 DM6940* NAD 83(1986) POSITION- 39 48 09.03   (N) 075 20 41.94   (W)   HD_HELD1
 DM6940* NAVD 88 ORTHO HEIGHT -     4.457 (meters)       14.62  (feet) ADJUSTED
 DM6940  ______________________________________________________________________
 DM6940  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 DM6940  DYNAMIC HEIGHT  -          4.454 (meters)       14.61  (feet) COMP
 DM6940  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 DM6940
 DM6940  VERT ORDER      -  FIRST     CLASS II
 DM6940
 DM6940.The horizontal coordinates were determined by differentially corrected
 DM6940.hand held GPS observations or other comparable positioning techniques
 DM6940.and have an estimated accuracy of +/- 3 meters.
 DM6940
 DM6940.The orthometric height was determined by differential leveling and
 DM6940.adjusted by the NATIONAL GEODETIC SURVEY
 DM6940.in May 2011.
 DM6940
 DM6940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6940.GEOID18 height accuracy estimate available here.
 DM6940
 DM6940.Click photographs - Photos may exist for this station.
 DM6940
 DM6940.The dynamic height is computed by dividing the NAVD 88
 DM6940.geopotential number by the normal gravity value computed on the
 DM6940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6940.degrees latitude (g = 980.6199 gals.).
 DM6940
 DM6940.The modeled gravity was interpolated from observed gravity values.
 DM6940
 DM6940;                    North         East    Units  Estimated Accuracy
 DM6940;SPC NJ       -   107,930.1      77,642.9     MT  (+/- 3 meters HH1 GPS) 
 DM6940
 DM6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7046705894(NAD 83)
 DM6940
 DM6940                          SUPERSEDED SURVEY CONTROL
 DM6940
 DM6940.No superseded survey control is available for this station.
 DM6940
 DM6940_MARKER: DD = SURVEY DISK
 DM6940_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6940_SP_SET: CURB
 DM6940_STAMPING: 8 G 4 2008
 DM6940_MARK LOGO: NJGS
 DM6940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6940+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DM6940
 DM6940  HISTORY     - Date     Condition        Report By
 DM6940  HISTORY     - 20080303 MONUMENTED       NJGS
 DM6940  HISTORY     - 20210420 GOOD             AAAS
 DM6940
 DM6940                          STATION DESCRIPTION
 DM6940
 DM6940'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6940'THE STATION IS LOCATED IN LOGAN TOWNSHIP, IN BRIDGEPORT SET IN A DRILL
 DM6940'HOLE IN THE NOSE PIECE CURB OF A TEAR-SHAPED TRAFFIC ISLAND AT THE
 DM6940'NORTHWEST END OF HEILMAN AVENUE.
 DM6940'
 DM6940'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 BRIDGE OVER
 DM6940'STATE ROUTE 44 EAST OF BRIDGEPORT, GO 1.1 MI (1.8 KM) SOUTH-SOUTHWEST
 DM6940'ON ROUTE 44 TO THE JUNCTION WITH STEELMAN AVENUE.  TURN RIGHT AND GO
 DM6940'0.1 MI (0.2 KM) NORTH, PASSING THE FIRE DEPARTMENT ON THE LEFT, TO THE
 DM6940'JUNCTION WITH HEILMAN AVENUE.  TURN LEFT AND GO 0.1 MI (0.2 KM)
 DM6940'NORTHWEST TO THE STATION AHEAD.
 DM6940'
 DM6940'THE STATION IS AT THE SOUTH END OF THE CONCRETE ISLAND, 8.6 FT (2.6 M)
 DM6940'SOUTHWEST OF A (KEEP RIGHT) SIGN, 70.0 FT (21.3 M) EAST OF POLE NUMBER
 DM6940'S24803, 16.6 FT (5.1 M) NORTHEAST OF THE CENTERLINE OF HEILMAN AVENUE,
 DM6940'45.5 FT (13.9 M) WEST OF THE CENTER OF AN INLET IN THE CURB ON THE
 DM6940'EAST CURBLINE OF HEILMAN AVENUE.
 DM6940
 DM6940                          STATION RECOVERY (2021)
 DM6940
 DM6940'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4362 ***********************************************************************
 AI4362  DESIGNATION -  8 H 1
 AI4362  PID         -  AI4362
 AI4362  STATE/COUNTY-  NJ/GLOUCESTER
 AI4362  COUNTRY     -  US
 AI4362  USGS QUAD   -  WILLIAMSTOWN (2019)
 AI4362
 AI4362                         *CURRENT SURVEY CONTROL
 AI4362  ______________________________________________________________________
 AI4362* NAD 83(2011) POSITION- 39 38 40.52281(N) 074 56 33.68746(W)   ADJUSTED
 AI4362* NAD 83(2011) ELLIP HT-     1.965 (meters)        (06/27/12)   ADJUSTED
 AI4362* NAD 83(2011) EPOCH   -  2010.00
 AI4362* NAVD 88 ORTHO HEIGHT -    35.4   (meters)      116.    (feet) GPS OBS
 AI4362  ______________________________________________________________________
 AI4362  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4362  GEOID HEIGHT    -        -33.439 (meters)                     GEOID99
 AI4362  GEOID HEIGHT    -        -33.437 (meters)                     GEOID18
 AI4362  NAD 83(2011) X  -  1,277,617.922 (meters)                     COMP
 AI4362  NAD 83(2011) Y  - -4,749,128.984 (meters)                     COMP
 AI4362  NAD 83(2011) Z  -  4,047,678.977 (meters)                     COMP
 AI4362  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 AI4362
 AI4362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4362  Standards:
 AI4362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4362  -------------------------------------------------------------------
 AI4362  NETWORK    0.49   0.84           0.23   0.16   0.43     -0.02610471
 AI4362  -------------------------------------------------------------------
 AI4362  Click here for local accuracies and other accuracy information.
 AI4362
 AI4362.The horizontal coordinates were established by GPS observations
 AI4362.and adjusted by the National Geodetic Survey in June 2012.
 AI4362
 AI4362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4362.been affixed to the stable North American tectonic plate. See 
 AI4362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4362
 AI4362.The horizontal coordinates are valid at the epoch date displayed above
 AI4362.which is a decimal equivalence of Year/Month/Day.
 AI4362
 AI4362.The orthometric height was determined by GPS observations and a
 AI4362.high-resolution geoid model.
 AI4362
 AI4362.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4362.GEOID18 height accuracy estimate available here.
 AI4362
 AI4362.Click photographs - Photos may exist for this station.
 AI4362
 AI4362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4362
 AI4362.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4362
 AI4362.The ellipsoidal height was determined by GPS observations
 AI4362.and is referenced to NAD 83.
 AI4362
 AI4362. The following values were computed from the NAD 83(2011) position.
 AI4362
 AI4362;                    North         East     Units Scale Factor Converg.
 AI4362;SPC NJ       -    90,150.362   112,005.382   MT  0.99991777   -0 16 56.8
 AI4362;SPC NJ       -   295,768.31    367,470.99   sFT  0.99991777   -0 16 56.8
 AI4362;UTM  18      - 4,388,312.930   504,917.150   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0491788312(NAD 83)
 AI4362
 AI4362                          SUPERSEDED SURVEY CONTROL
 AI4362
 AI4362  NAD 83(2007)-  39 38 40.52310(N)    074 56 33.68819(W) AD(2002.00) 0
 AI4362  ELLIP H (02/10/07)    1.972  (m)                       GP(2002.00)    
 AI4362  ELLIP H (09/25/02)    2.000  (m)                       GP(       ) 4 1
 AI4362  NAD 83(1996)-  39 38 40.52307(N)    074 56 33.68835(W) AD(       ) 1
 AI4362  ELLIP H (03/31/00)    1.984  (m)                       GP(       ) 3 1
 AI4362
 AI4362.Superseded values are not recommended for survey control.
 AI4362
 AI4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4362.See file dsdata.pdf to determine how the superseded data were derived.
 AI4362
 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_PROJECTION: FLUSH
 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 - September 12, 2024
 AI4362
 AI4362  HISTORY     - Date     Condition        Report By
 AI4362  HISTORY     - 1999     MONUMENTED       NJGS
 AI4362  HISTORY     - 20051229 GOOD             INDIV
 AI4362  HISTORY     - 20240912 GOOD             AAAS
 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.
 AI4362
 AI4362                          STATION RECOVERY (2024)
 AI4362
 AI4362'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AI4362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3288 ***********************************************************************
 DI3288  DESIGNATION -  8 H 2
 DI3288  PID         -  DI3288
 DI3288  STATE/COUNTY-  NJ/GLOUCESTER
 DI3288  COUNTRY     -  US
 DI3288  USGS QUAD   -  NEWFIELD (2019)
 DI3288
 DI3288                         *CURRENT SURVEY CONTROL
 DI3288  ______________________________________________________________________
 DI3288* NAD 83(1986) POSITION- 39 35 50.04   (N) 075 04 25.66   (W)   HD_HELD1
 DI3288* NAVD 88 ORTHO HEIGHT -    33.778 (meters)      110.82  (feet) ADJUSTED
 DI3288  ______________________________________________________________________
 DI3288  GEOID HEIGHT    -        -33.552 (meters)                     GEOID18
 DI3288  DYNAMIC HEIGHT  -         33.761 (meters)      110.76  (feet) COMP
 DI3288  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 DI3288
 DI3288  VERT ORDER      -  FIRST     CLASS II
 DI3288
 DI3288.The horizontal coordinates were determined by differentially corrected
 DI3288.hand held GPS observations or other comparable positioning techniques
 DI3288.and have an estimated accuracy of +/- 3 meters.
 DI3288
 DI3288.The orthometric height was determined by differential leveling and
 DI3288.adjusted by the NATIONAL GEODETIC SURVEY
 DI3288.in June 2007.
 DI3288
 DI3288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3288.GEOID18 height accuracy estimate available here.
 DI3288
 DI3288.Click photographs - Photos may exist for this station.
 DI3288
 DI3288.The dynamic height is computed by dividing the NAVD 88
 DI3288.geopotential number by the normal gravity value computed on the
 DI3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3288.degrees latitude (g = 980.6199 gals.).
 DI3288
 DI3288.The modeled gravity was interpolated from observed gravity values.
 DI3288
 DI3288;                    North         East    Units  Estimated Accuracy
 DI3288;SPC NJ       -    84,956.7     100,719.6     MT  (+/- 3 meters HH1 GPS) 
 DI3288
 DI3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9366483058(NAD 83)
 DI3288
 DI3288                          SUPERSEDED SURVEY CONTROL
 DI3288
 DI3288.No superseded survey control is available for this station.
 DI3288
 DI3288_MARKER: DD = SURVEY DISK
 DI3288_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3288_SP_SET: BRIDGE ABUTMENT
 DI3288_STAMPING: 8 H 2 2003
 DI3288_MARK LOGO: NJGS
 DI3288_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3288+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2018
 DI3288
 DI3288  HISTORY     - Date     Condition        Report By
 DI3288  HISTORY     - 20030806 MONUMENTED       NJGS
 DI3288  HISTORY     - 20171003 SEE DESCRIPTION  NJGS
 DI3288  HISTORY     - 20180405 GOOD             NJGS
 DI3288
 DI3288                          STATION DESCRIPTION
 DI3288
 DI3288'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3288'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP ON THE EAST SIDE OF STATE
 DI3288'ROUTE 55, SET FLUSH  IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 DI3288'ABUTMENT OF THE BRIDGE CARRYING STATE ROUTE  55 NORTHBOUND OVER
 DI3288'LEONARD CAKE ROAD, STRUCTURE NUMBER 0828151, MILEPOST 40.51.
 DI3288'
 DI3288'THE STATION IS 7.5 M (24.6 FT) EAST FROM THE CENTERLINE OF THE
 DI3288'NORTHBOUND LANES, 14.5 M (47.6  FT) SOUTH FROM THE CENTER OF THE
 DI3288'BRIDGE AND 8.5 M (27.9 FT) NORTH FROM A METAL WITNESS  POST WITH SIGN
 DI3288'ATTACHED NEAR THE SOUTHEAST END OF THE BRIDGE.
 DI3288
 DI3288                          STATION RECOVERY (2017)
 DI3288
 DI3288'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3288'SURFACE OF DISK WAS PARTIALLY SCRAPED BY SNOW PLOW.  THE STAMPING ON
 DI3288'THE DISK IS PARTIALLY LEGIBLE.
 DI3288
 DI3288                          STATION RECOVERY (2018)
 DI3288
 DI3288'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DI3288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3249 ***********************************************************************
 DI3249  DESIGNATION -  8 H 3
 DI3249  PID         -  DI3249
 DI3249  STATE/COUNTY-  NJ/GLOUCESTER
 DI3249  COUNTRY     -  US
 DI3249  USGS QUAD   -  RUNNEMEDE (2019)
 DI3249
 DI3249                         *CURRENT SURVEY CONTROL
 DI3249  ______________________________________________________________________
 DI3249* NAD 83(1986) POSITION- 39 49 35.     (N) 075 07 05.     (W)   SCALED
 DI3249* NAVD 88 ORTHO HEIGHT -    24.033 (meters)       78.85  (feet) ADJUSTED
 DI3249  ______________________________________________________________________
 DI3249  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 DI3249  DYNAMIC HEIGHT  -         24.022 (meters)       78.81  (feet) COMP
 DI3249  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 DI3249
 DI3249  VERT ORDER      -  FIRST     CLASS II
 DI3249
 DI3249.The horizontal coordinates were scaled from a map and have
 DI3249.an estimated accuracy of +/- 6 seconds.
 DI3249
 DI3249.The orthometric height was determined by differential leveling and
 DI3249.adjusted by the NATIONAL GEODETIC SURVEY
 DI3249.in June 2007.
 DI3249
 DI3249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3249.GEOID18 height accuracy estimate available here.
 DI3249
 DI3249.Click photographs - Photos may exist for this station.
 DI3249
 DI3249.The dynamic height is computed by dividing the NAVD 88
 DI3249.geopotential number by the normal gravity value computed on the
 DI3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3249.degrees latitude (g = 980.6199 gals.).
 DI3249
 DI3249.The modeled gravity was interpolated from observed gravity values.
 DI3249
 DI3249;                    North         East    Units  Estimated Accuracy
 DI3249;SPC NJ       -   110,420.       97,090.      MT  (+/- 180 meters Scaled)
 DI3249
 DI3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK898084(NAD 83)
 DI3249
 DI3249                          SUPERSEDED SURVEY CONTROL
 DI3249
 DI3249.No superseded survey control is available for this station.
 DI3249
 DI3249_MARKER: DD = SURVEY DISK
 DI3249_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3249+WITH SETTING: PAVEMENT
 DI3249_SP_SET: ELECTRIC UTILITY MANHOLE
 DI3249_STAMPING: 8 H 3 2003
 DI3249_MARK LOGO: NJGS
 DI3249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3249+STABILITY: SURFACE MOTION
 DI3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3249+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 DI3249
 DI3249  HISTORY     - Date     Condition        Report By
 DI3249  HISTORY     - 20030821 MONUMENTED       NJGS
 DI3249
 DI3249                          STATION DESCRIPTION
 DI3249
 DI3249'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3249'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP ON THE NORTHEAST SIDE OF
 DI3249'CLEMENTS BRIDGE  ROAD, COUNTY ROAD 544, AT THE SKEWED TEE JUNCTION
 DI3249'WITH COOPER STREET, COUNTY ROAD 534.   THE STATION IS SET FLUSH IN A
 DI3249'DRILL HOLE AT THE NORTHWEST CORNER OF A RECTANGULAR  CONCRETE
 DI3249'FOUNDATION FOR A DEPARTMENT OF TRANSPORTATION ELECTRIC UTILITY
 DI3249'MANHOLE.
 DI3249'
 DI3249'THE STATION IS 1.4 M (4.6 FT) NORTH FROM THE NORTH CURB OF CLEMENTS
 DI3249'BRIDGE ROAD, COUNTY  ROAD 544, 1.3 M (4.3 FT) SOUTH FROM THE SOUTHWEST
 DI3249'CORNER OF A RECTANGULAR ALUMINUM  TRAFFIC SIGNALIZATION BOX, 8.2 M
 DI3249'(26.9 FT) SOUTHEAST FROM WOOD UTILITY POLE NUMBER 61959 DP  AND 14.1 M
 DI3249'(46.3 FT) NORTH NORTHEAST FROM A TRAFFIC SIGNAL POLE ON A CONCRETE
 DI3249'TRAFFIC  ISLAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6939 ***********************************************************************
 DM6939  DESIGNATION -  8 H 4
 DM6939  PID         -  DM6939
 DM6939  STATE/COUNTY-  NJ/GLOUCESTER
 DM6939  COUNTRY     -  US
 DM6939  USGS QUAD   -  BRIDGEPORT (2019)
 DM6939
 DM6939                         *CURRENT SURVEY CONTROL
 DM6939  ______________________________________________________________________
 DM6939* NAD 83(1986) POSITION- 39 48 10.     (N) 075 20 29.     (W)   SCALED
 DM6939* NAVD 88 ORTHO HEIGHT -    11.842 (meters)       38.85  (feet) ADJUSTED
 DM6939  ______________________________________________________________________
 DM6939  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 DM6939  DYNAMIC HEIGHT  -         11.837 (meters)       38.84  (feet) COMP
 DM6939  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 DM6939
 DM6939  VERT ORDER      -  FIRST     CLASS II
 DM6939
 DM6939.The horizontal coordinates were scaled from a map and have
 DM6939.an estimated accuracy of +/- 6 seconds.
 DM6939
 DM6939.The orthometric height was determined by differential leveling and
 DM6939.adjusted by the NATIONAL GEODETIC SURVEY
 DM6939.in May 2011.
 DM6939
 DM6939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6939.GEOID18 height accuracy estimate available here.
 DM6939
 DM6939.Click photographs - Photos may exist for this station.
 DM6939
 DM6939.The dynamic height is computed by dividing the NAVD 88
 DM6939.geopotential number by the normal gravity value computed on the
 DM6939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6939.degrees latitude (g = 980.6199 gals.).
 DM6939
 DM6939.The modeled gravity was interpolated from observed gravity values.
 DM6939
 DM6939;                    North         East    Units  Estimated Accuracy
 DM6939;SPC NJ       -   107,960.       77,950.      MT  (+/- 180 meters Scaled)
 DM6939
 DM6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK707059(NAD 83)
 DM6939
 DM6939                          SUPERSEDED SURVEY CONTROL
 DM6939
 DM6939.No superseded survey control is available for this station.
 DM6939
 DM6939_MARKER: DD = SURVEY DISK
 DM6939_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6939_SP_SET: BRIDGE ABUTMENT SIDEWALK
 DM6939_STAMPING: 8 H 4 2008
 DM6939_MARK LOGO: NJGS
 DM6939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6939+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2022
 DM6939
 DM6939  HISTORY     - Date     Condition        Report By
 DM6939  HISTORY     - 20080303 MONUMENTED       NJGS
 DM6939  HISTORY     - 20210420 GOOD             AAAS
 DM6939  HISTORY     - 20221018 GOOD             BOSWEL
 DM6939
 DM6939                          STATION DESCRIPTION
 DM6939
 DM6939'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6939'THE STATION IS LOCATED IN LOGAN TOWNSHIP, BRIDGEPORT, SET IN A DRILL
 DM6939'HOLE IN THE SOUTHEAST END OF THE SOUTH BRIDGE ABUTMENT OF THE SPRINGER
 DM6939'ROAD BRIDGE SPANNING US HIGHWAY ROUTE 130.  THE ABUTMENT IS IN THE
 DM6939'SIDEWALK AREA.
 DM6939'
 DM6939'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 130 BRIDGE
 DM6939'SPANNING NJ ROUTE 44, GO 1.0 MI (1.6 KM) WEST ON ROUTE 44 THE JUNCTION
 DM6939'WITH SPRINGER ROAD.  TURN RIGHT AND GO 0.15 MI (0.2 KM) NORTH TO THE
 DM6939'STATION ON THE RIGHT.
 DM6939'
 DM6939'THE STATION IS 23.0 FT (7.0 M) EAST OF THE CENTERLINE OF SPRINGER
 DM6939'ROAD, 109.3 FT (33.3 M) SOUTH OF THE CENTERLINE OF THE BRIDGE, 3.6 FT
 DM6939'(1.1 M) WEST OF THE EAST FENCE, 2.5 FT (0.8 M) EAST OF THE EAST
 DM6939'CURBLINE.
 DM6939
 DM6939                          STATION RECOVERY (2021)
 DM6939
 DM6939'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6939'RECOVERED IN GOOD CONDITION.
 DM6939
 DM6939                          STATION RECOVERY (2022)
 DM6939
 DM6939'RECOVERY NOTE BY BOSWELL ENGINEERING 2022 (RRR)
 DM6939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4355 ***********************************************************************
 AI4355  DESIGNATION -  8 J 1
 AI4355  PID         -  AI4355
 AI4355  STATE/COUNTY-  NJ/GLOUCESTER
 AI4355  COUNTRY     -  US
 AI4355  USGS QUAD   -  NEWFIELD (2019)
 AI4355
 AI4355                         *CURRENT SURVEY CONTROL
 AI4355  ______________________________________________________________________
 AI4355* NAD 83(2011) POSITION- 39 37 08.63718(N) 075 01 19.82961(W)   ADJUSTED
 AI4355* NAD 83(2011) ELLIP HT-     5.250 (meters)        (06/27/12)   ADJUSTED
 AI4355* NAD 83(2011) EPOCH   -  2010.00
 AI4355* NAVD 88 ORTHO HEIGHT -    38.8   (meters)      127.    (feet) GPS OBS
 AI4355  ______________________________________________________________________
 AI4355  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4355  GEOID HEIGHT    -        -33.510 (meters)                     GEOID99
 AI4355  GEOID HEIGHT    -        -33.501 (meters)                     GEOID18
 AI4355  NAD 83(2011) X  -  1,271,496.248 (meters)                     COMP
 AI4355  NAD 83(2011) Y  - -4,752,645.405 (meters)                     COMP
 AI4355  NAD 83(2011) Z  -  4,045,498.560 (meters)                     COMP
 AI4355  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 AI4355
 AI4355  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4355  Standards:
 AI4355         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4355            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4355  -------------------------------------------------------------------
 AI4355  NETWORK    0.41   0.73           0.19   0.14   0.37     -0.03933504
 AI4355  -------------------------------------------------------------------
 AI4355  Click here for local accuracies and other accuracy information.
 AI4355
 AI4355.The horizontal coordinates were established by GPS observations
 AI4355.and adjusted by the National Geodetic Survey in June 2012.
 AI4355
 AI4355.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4355.been affixed to the stable North American tectonic plate. See 
 AI4355.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4355
 AI4355.The horizontal coordinates are valid at the epoch date displayed above
 AI4355.which is a decimal equivalence of Year/Month/Day.
 AI4355
 AI4355.The orthometric height was determined by GPS observations and a
 AI4355.high-resolution geoid model.
 AI4355
 AI4355.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4355.GEOID18 height accuracy estimate available here.
 AI4355
 AI4355.Click photographs - Photos may exist for this station.
 AI4355
 AI4355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4355
 AI4355.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4355
 AI4355.The ellipsoidal height was determined by GPS observations
 AI4355.and is referenced to NAD 83.
 AI4355
 AI4355. The following values were computed from the NAD 83(2011) position.
 AI4355
 AI4355;                    North         East     Units Scale Factor Converg.
 AI4355;SPC NJ       -    87,353.429   105,167.048   MT  0.99992474   -0 19 58.8
 AI4355;SPC NJ       -   286,592.04    345,035.56   sFT  0.99992474   -0 19 58.8
 AI4355;UTM  18      - 4,385,478.885   498,096.682   MT  0.99960004   -0 00 50.9
 AI4355
 AI4355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4355!SPC NJ       -   0.99999918  x   0.99992474  =   0.99992392
 AI4355!UTM  18      -   0.99999918  x   0.99960004  =   0.99959922
 AI4355
 AI4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9809685478(NAD 83)
 AI4355
 AI4355                          SUPERSEDED SURVEY CONTROL
 AI4355
 AI4355  NAD 83(2007)-  39 37 08.63738(N)    075 01 19.83026(W) AD(2002.00) 0
 AI4355  ELLIP H (02/10/07)    5.257  (m)                       GP(2002.00)    
 AI4355  ELLIP H (09/25/02)    5.276  (m)                       GP(       ) 4 1
 AI4355  NAD 83(1996)-  39 37 08.63729(N)    075 01 19.83043(W) AD(       ) 1
 AI4355  ELLIP H (03/31/00)    5.262  (m)                       GP(       ) 3 1
 AI4355
 AI4355.Superseded values are not recommended for survey control.
 AI4355
 AI4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4355.See file dsdata.pdf to determine how the superseded data were derived.
 AI4355
 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 - September 12, 2024
 AI4355
 AI4355  HISTORY     - Date     Condition        Report By
 AI4355  HISTORY     - 1999     MONUMENTED       NJGS
 AI4355  HISTORY     - 20240912 GOOD             AAAS
 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.
 AI4355
 AI4355                          STATION RECOVERY (2024)
 AI4355
 AI4355'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AI4355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3322 ***********************************************************************
 DI3322  DESIGNATION -  8 J 3
 DI3322  PID         -  DI3322
 DI3322  STATE/COUNTY-  NJ/GLOUCESTER
 DI3322  COUNTRY     -  US
 DI3322  USGS QUAD   -  RUNNEMEDE (2019)
 DI3322
 DI3322                         *CURRENT SURVEY CONTROL
 DI3322  ______________________________________________________________________
 DI3322* NAD 83(1986) POSITION- 39 49 43.     (N) 075 06 43.     (W)   SCALED
 DI3322* NAVD 88 ORTHO HEIGHT -    21.540 (meters)       70.67  (feet) ADJUSTED
 DI3322  ______________________________________________________________________
 DI3322  GEOID HEIGHT    -        -32.918 (meters)                     GEOID18
 DI3322  DYNAMIC HEIGHT  -         21.530 (meters)       70.64  (feet) COMP
 DI3322  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 DI3322
 DI3322  VERT ORDER      -  FIRST     CLASS II
 DI3322
 DI3322.The horizontal coordinates were scaled from a map and have
 DI3322.an estimated accuracy of +/- 6 seconds.
 DI3322
 DI3322.The orthometric height was determined by differential leveling and
 DI3322.adjusted by the NATIONAL GEODETIC SURVEY
 DI3322.in June 2007.
 DI3322
 DI3322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3322.GEOID18 height accuracy estimate available here.
 DI3322
 DI3322.Click photographs - Photos may exist for this station.
 DI3322
 DI3322.The dynamic height is computed by dividing the NAVD 88
 DI3322.geopotential number by the normal gravity value computed on the
 DI3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3322.degrees latitude (g = 980.6199 gals.).
 DI3322
 DI3322.The modeled gravity was interpolated from observed gravity values.
 DI3322
 DI3322;                    North         East    Units  Estimated Accuracy
 DI3322;SPC NJ       -   110,670.       97,620.      MT  (+/- 180 meters Scaled)
 DI3322
 DI3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK904087(NAD 83)
 DI3322
 DI3322                          SUPERSEDED SURVEY CONTROL
 DI3322
 DI3322.No superseded survey control is available for this station.
 DI3322
 DI3322_MARKER: DD = SURVEY DISK
 DI3322_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3322_SP_SET: CURB
 DI3322_STAMPING: 8 J 3 2003
 DI3322_MARK LOGO: NJGS
 DI3322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3322+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 DI3322
 DI3322  HISTORY     - Date     Condition        Report By
 DI3322  HISTORY     - 20030822 MONUMENTED       NJGS
 DI3322
 DI3322                          STATION DESCRIPTION
 DI3322
 DI3322'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3322'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP ON THE SOUTH SIDE OF
 DI3322'CLEMENTS BRIDGE ROAD,  COUNTY ROAD 544.  TO REACH THE STATION FROM THE
 DI3322'INTERSECTION OF STATE ROUTE 55 AND  CLEMENTS BRIDGE ROAD, COUNTY ROAD
 DI3322'544, GO SOUTHWEST ON CLEMENTS BRIDGE ROAD FOR 0.5  MI (0.8 KM) TO THE
 DI3322'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF A
 DI3322'CONCRETE  CURB PIECE OF A STORM DRAIN INLET, OPPOSITE AND ACROSS THE
 DI3322'ROAD FROM THE DEPTFORD  HONDA YAMAHA MOTORCYCLE DEALERSHIP, A ONE
 DI3322'STORY CONCRETE BLOCK BUILDING.
 DI3322'
 DI3322'THE STATION IS 8.8 M (28.9 FT) SOUTH FROM THE CENTERLINE OF CLEMENTS
 DI3322'BRIDGE ROAD, 22.0 M  (72.2 FT) WEST SOUTHWEST FROM WOOD UTILITY POLE
 DI3322'NUMBER 60380 DP, 20.5 M (67.3 FT) EAST  NORTHEAST FROM WOOD UTILITY
 DI3322'POLE NUMBER 60379 DP AND 19.5 M (64.0 FT) SOUTH SOUTHWEST  FROM A FIRE
 DI3322'HYDRANT PAINTED YELLOW ON THE NORTH SIDE OF CLEMENTS BRIDGE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6946 ***********************************************************************
 DM6946  DESIGNATION -  8 J 4
 DM6946  PID         -  DM6946
 DM6946  STATE/COUNTY-  NJ/GLOUCESTER
 DM6946  COUNTRY     -  US
 DM6946  USGS QUAD   -  MARCUS HOOK (2019)
 DM6946
 DM6946                         *CURRENT SURVEY CONTROL
 DM6946  ______________________________________________________________________
 DM6946* NAD 83(1986) POSITION- 39 47 37.     (N) 075 22 34.     (W)   SCALED
 DM6946* NAVD 88 ORTHO HEIGHT -     0.985 (meters)        3.23  (feet) ADJUSTED
 DM6946  ______________________________________________________________________
 DM6946  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 DM6946  DYNAMIC HEIGHT  -          0.985 (meters)        3.23  (feet) COMP
 DM6946  MODELED GRAVITY -    980,168.1   (mgal)                       NAVD 88
 DM6946
 DM6946  VERT ORDER      -  FIRST     CLASS II
 DM6946
 DM6946.The horizontal coordinates were scaled from a map and have
 DM6946.an estimated accuracy of +/- 6 seconds.
 DM6946
 DM6946.The orthometric height was determined by differential leveling and
 DM6946.adjusted by the NATIONAL GEODETIC SURVEY
 DM6946.in May 2011.
 DM6946
 DM6946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6946.GEOID18 height accuracy estimate available here.
 DM6946
 DM6946.Click photographs - Photos may exist for this station.
 DM6946
 DM6946.The dynamic height is computed by dividing the NAVD 88
 DM6946.geopotential number by the normal gravity value computed on the
 DM6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6946.degrees latitude (g = 980.6199 gals.).
 DM6946
 DM6946.The modeled gravity was interpolated from observed gravity values.
 DM6946
 DM6946;                    North         East    Units  Estimated Accuracy
 DM6946;SPC NJ       -   106,970.       74,970.      MT  (+/- 180 meters Scaled)
 DM6946
 DM6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK677049(NAD 83)
 DM6946
 DM6946                          SUPERSEDED SURVEY CONTROL
 DM6946
 DM6946.No superseded survey control is available for this station.
 DM6946
 DM6946_MARKER: DD = SURVEY DISK
 DM6946_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6946_SP_SET: CULVERT HEADWALL
 DM6946_STAMPING: 8 J 4 2008
 DM6946_MARK LOGO: NJGS
 DM6946_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6946+STABILITY: SURFACE MOTION
 DM6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6946+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6946
 DM6946  HISTORY     - Date     Condition        Report By
 DM6946  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6946
 DM6946                          STATION DESCRIPTION
 DM6946
 DM6946'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6946'THE STATION IS LOCATED IN LOGAN TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6946'WEST END OF A CONCRETE CULVERT HEADWALL ON THE NORTH SIDE OF THE
 DM6946'SOUTHBOUND LANES OF US HIGHWAY 130.
 DM6946'
 DM6946'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 322 AND 130, GO
 DM6946'1.6 MI (2.6 KM) SOUTHWEST ON US HIGHWAY 130 TO THE STATION ON THE
 DM6946'RIGHT.
 DM6946'
 DM6946'IT IS ALSO 1.7 MI (2.7 KM) NORTHEAST ALONG US HIGHWAY 130 FROM THE
 DM6946'BRIDGE SPANNING OLDMANS CREEK (THE COUNTY BORDER).
 DM6946'
 DM6946'THE STATION IS 18.0 FT (5.5 M) NORTH OF THE NORTH CURBLINE OF AN INLET
 DM6946'CURB PIECE ON THE SOUTHBOUND LANES OF US HIGHWAY 130, 15.0 FT (4.6 M)
 DM6946'NORTHWEST OF A SIGN (NO STOPPING/STANDING) WITH A NJGS WITNESS SIGN
 DM6946'ATTACHED, 41.0 FT (12.5 M) NORTH OF THE CENTERLINE OF HIGHWAY 130
 DM6946'SOUTHBOUND, 320.0 FT (97.5 M) EAST OF MILEPOST SIGN 10.5, 105.0 FT
 DM6946'(32.0 M) EAST OF A DIRT DRIVE.  THE STATION IS ABOUT 3 FT (0.9 M)
 DM6946'LOWER THAN THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4363 ***********************************************************************
 AI4363  FBN         -  This is a Federal Base Network Control Station.
 AI4363  DESIGNATION -  8 K 1
 AI4363  PID         -  AI4363
 AI4363  STATE/COUNTY-  NJ/GLOUCESTER
 AI4363  COUNTRY     -  US
 AI4363  USGS QUAD   -  BRIDGEPORT (2019)
 AI4363
 AI4363                         *CURRENT SURVEY CONTROL
 AI4363  ______________________________________________________________________
 AI4363* NAD 83(2011) POSITION- 39 49 45.49974(N) 075 17 05.93131(W)   ADJUSTED
 AI4363* NAD 83(2011) ELLIP HT-   -31.508 (meters)        (06/27/12)   ADJUSTED
 AI4363* NAD 83(2011) EPOCH   -  2010.00
 AI4363* NAVD 88 ORTHO HEIGHT -     1.474 (meters)        4.84  (feet) ADJUSTED
 AI4363  ______________________________________________________________________
 AI4363  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 AI4363  NAD 83(2011) X  -  1,245,886.808 (meters)                     COMP
 AI4363  NAD 83(2011) Y  - -4,743,971.333 (meters)                     COMP
 AI4363  NAD 83(2011) Z  -  4,063,428.637 (meters)                     COMP
 AI4363  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 AI4363  DYNAMIC HEIGHT  -          1.474 (meters)        4.84  (feet) COMP
 AI4363  MODELED GRAVITY -    980,172.5   (mgal)                       NAVD 88
 AI4363
 AI4363  VERT ORDER      -  FIRST     CLASS II
 AI4363
 AI4363  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4363  Standards:
 AI4363         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4363            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4363  -------------------------------------------------------------------
 AI4363  NETWORK    0.33   0.69           0.15   0.12   0.35     -0.03019751
 AI4363  -------------------------------------------------------------------
 AI4363  Click here for local accuracies and other accuracy information.
 AI4363
 AI4363.The horizontal coordinates were established by GPS observations
 AI4363.and adjusted by the National Geodetic Survey in June 2012.
 AI4363
 AI4363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4363.been affixed to the stable North American tectonic plate. See 
 AI4363.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4363
 AI4363.The horizontal coordinates are valid at the epoch date displayed above
 AI4363.which is a decimal equivalence of Year/Month/Day.
 AI4363
 AI4363.The orthometric height was determined by differential leveling and
 AI4363.adjusted by the NATIONAL GEODETIC SURVEY
 AI4363.in June 2007.
 AI4363
 AI4363.No vertical observational check was made to the station.
 AI4363
 AI4363.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4363.GEOID18 height accuracy estimate available here.
 AI4363
 AI4363.Click photographs - Photos may exist for this station.
 AI4363
 AI4363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4363
 AI4363.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4363
 AI4363.The ellipsoidal height was determined by GPS observations
 AI4363.and is referenced to NAD 83.
 AI4363
 AI4363.The dynamic height is computed by dividing the NAVD 88
 AI4363.geopotential number by the normal gravity value computed on the
 AI4363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4363.degrees latitude (g = 980.6199 gals.).
 AI4363
 AI4363.The modeled gravity was interpolated from observed gravity values.
 AI4363
 AI4363. The following values were computed from the NAD 83(2011) position.
 AI4363
 AI4363;                    North         East     Units Scale Factor Converg.
 AI4363;SPC NJ       -   110,858.406    82,807.178   MT  0.99995557   -0 30 10.1
 AI4363;SPC NJ       -   363,707.95    271,676.55   sFT  0.99995557   -0 30 10.1
 AI4363;UTM  18      - 4,408,850.921   475,613.634   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7561308850(NAD 83)
 AI4363
 AI4363                          SUPERSEDED SURVEY CONTROL
 AI4363
 AI4363  NAD 83(2007)-  39 49 45.50010(N)    075 17 05.93207(W) AD(2002.00) 0
 AI4363  ELLIP H (02/10/07)  -31.494  (m)                       GP(2002.00)    
 AI4363  NAD 83(1996)-  39 49 45.50021(N)    075 17 05.93224(W) AD(       ) A
 AI4363  ELLIP H (09/24/01)  -31.493  (m)                       GP(       ) 4 1
 AI4363  NAD 83(1996)-  39 49 45.49993(N)    075 17 05.93209(W) AD(       ) 1
 AI4363  ELLIP H (03/31/00)  -31.472  (m)                       GP(       ) 3 1
 AI4363  NAVD 88               1.46   (m)            4.8    (f) LEVELING    3  
 AI4363  NAVD 88 (03/31/00)    1.5    (m)  GEOID99  model used  GPS OBS        
 AI4363
 AI4363.Superseded values are not recommended for survey control.
 AI4363
 AI4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4363.See file dsdata.pdf to determine how the superseded data were derived.
 AI4363
 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_PROJECTION: RECESSED 8 CENTIMETERS
 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 - April 29, 2021
 AI4363
 AI4363  HISTORY     - Date     Condition        Report By
 AI4363  HISTORY     - 1999     MONUMENTED       NJGS
 AI4363  HISTORY     - 20001003 GOOD             NJGS
 AI4363  HISTORY     - 20001121 GOOD             NJGS
 AI4363  HISTORY     - 20030828 GOOD             NJGS
 AI4363  HISTORY     - 20061012 GOOD             NJGS
 AI4363  HISTORY     - 20070111 GOOD             JCLS
 AI4363  HISTORY     - 20080822 GOOD             BOSWEL
 AI4363  HISTORY     - 20201026 GOOD             NJGS
 AI4363  HISTORY     - 20210429 GOOD             AAAS
 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.
 AI4363
 AI4363                          STATION RECOVERY (2003)
 AI4363
 AI4363'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI4363'RECOVERED AS DESCRIBED.
 AI4363
 AI4363                          STATION RECOVERY (2006)
 AI4363
 AI4363'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AI4363'THE STATION WAS RECOVERED AS DESCRIBED.
 AI4363
 AI4363                          STATION RECOVERY (2007)
 AI4363
 AI4363'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 AI4363'RECOVERED IN GOOD CONDITION.
 AI4363
 AI4363                          STATION RECOVERY (2008)
 AI4363
 AI4363'RECOVERY NOTE BY BOSWELL ENGINEERING 2008 (AB)
 AI4363'RECOVERED IN GOOD CONDITION.
 AI4363
 AI4363                          STATION RECOVERY (2020)
 AI4363
 AI4363'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AI4363'THE STATION IS 3 INCHES (8 CM) BELOW THE SURFACE.
 AI4363
 AI4363                          STATION RECOVERY (2021)
 AI4363
 AI4363'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 AI4363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3290 ***********************************************************************
 DI3290  DESIGNATION -  8 K 2
 DI3290  PID         -  DI3290
 DI3290  STATE/COUNTY-  NJ/GLOUCESTER
 DI3290  COUNTRY     -  US
 DI3290  USGS QUAD   -  NEWFIELD (2019)
 DI3290
 DI3290                         *CURRENT SURVEY CONTROL
 DI3290  ______________________________________________________________________
 DI3290* NAD 83(1986) POSITION- 39 36 47.     (N) 075 05 02.     (W)   SCALED
 DI3290* NAVD 88 ORTHO HEIGHT -    29.685 (meters)       97.39  (feet) ADJUSTED
 DI3290  ______________________________________________________________________
 DI3290  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 DI3290  DYNAMIC HEIGHT  -         29.670 (meters)       97.34  (feet) COMP
 DI3290  MODELED GRAVITY -    980,121.3   (mgal)                       NAVD 88
 DI3290
 DI3290  VERT ORDER      -  FIRST     CLASS II
 DI3290
 DI3290.The horizontal coordinates were scaled from a map and have
 DI3290.an estimated accuracy of +/- 6 seconds.
 DI3290
 DI3290.The orthometric height was determined by differential leveling and
 DI3290.adjusted by the NATIONAL GEODETIC SURVEY
 DI3290.in June 2007.
 DI3290
 DI3290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3290.GEOID18 height accuracy estimate available here.
 DI3290
 DI3290.Click photographs - Photos may exist for this station.
 DI3290
 DI3290.The dynamic height is computed by dividing the NAVD 88
 DI3290.geopotential number by the normal gravity value computed on the
 DI3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3290.degrees latitude (g = 980.6199 gals.).
 DI3290
 DI3290.The modeled gravity was interpolated from observed gravity values.
 DI3290
 DI3290;                    North         East    Units  Estimated Accuracy
 DI3290;SPC NJ       -    86,720.       99,860.      MT  (+/- 180 meters Scaled)
 DI3290
 DI3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ927848(NAD 83)
 DI3290
 DI3290                          SUPERSEDED SURVEY CONTROL
 DI3290
 DI3290.No superseded survey control is available for this station.
 DI3290
 DI3290_MARKER: DD = SURVEY DISK
 DI3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3290_STAMPING: 8 K 2 2003
 DI3290_MARK LOGO: NJGS
 DI3290_PROJECTION: FLUSH
 DI3290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3290+STABILITY: SURFACE MOTION
 DI3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3290+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3290
 DI3290  HISTORY     - Date     Condition        Report By
 DI3290  HISTORY     - UNK      MONUMENTED       NJDT
 DI3290  HISTORY     - 20030612 GOOD             NJGS
 DI3290  HISTORY     - 20110512 GOOD             NJGS
 DI3290
 DI3290                          STATION DESCRIPTION
 DI3290
 DI3290'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3290'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3290'OF STATE ROUTE  55 AT MILEPOST 41.74, ABOUT 0.17 MI (0.27 KM) SOUTH
 DI3290'FROM THE BRIDGE CARRYING ROYAL AVENUE  OVER STATE ROUTE 55, STRUCTURE
 DI3290'NUMBER 0828158, MILEPOST 41.92.
 DI3290'
 DI3290'THE STATION IS 6.9 M (22.6 FT) EAST FROM THE EAST EDGE OF THE
 DI3290'SOUTHBOUND LANES, 15.4 M (50.5  FT) WEST FROM THE WEST EDGE OF THE
 DI3290'NORTHBOUND LANES AND 0.3 M (1.0 FT) WEST FROM A  METAL WITNESS POST
 DI3290'WITH SIGN ATTACHED.
 DI3290
 DI3290                          STATION RECOVERY (2011)
 DI3290
 DI3290'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (SJM)
 DI3290'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.NEW WITNESS POST 79
 DI3290'METERS SOUTH FROM MILE POST SIGN 41.8.POSITION DETERMEND BY RTN
 DI3290'75-05-01.2 39-36-47.2
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3323 ***********************************************************************
 DI3323  DESIGNATION -  8 K 3
 DI3323  PID         -  DI3323
 DI3323  STATE/COUNTY-  NJ/GLOUCESTER
 DI3323  COUNTRY     -  US
 DI3323  USGS QUAD   -  RUNNEMEDE (2019)
 DI3323
 DI3323                         *CURRENT SURVEY CONTROL
 DI3323  ______________________________________________________________________
 DI3323* NAD 83(1986) POSITION- 39 50 15.     (N) 075 05 32.     (W)   SCALED
 DI3323* NAVD 88 ORTHO HEIGHT -     4.691 (meters)       15.39  (feet) ADJUSTED
 DI3323  ______________________________________________________________________
 DI3323  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 DI3323  DYNAMIC HEIGHT  -          4.689 (meters)       15.38  (feet) COMP
 DI3323  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 DI3323
 DI3323  VERT ORDER      -  FIRST     CLASS II
 DI3323
 DI3323.The horizontal coordinates were scaled from a map and have
 DI3323.an estimated accuracy of +/- 6 seconds.
 DI3323
 DI3323.The orthometric height was determined by differential leveling and
 DI3323.adjusted by the NATIONAL GEODETIC SURVEY
 DI3323.in June 2007.
 DI3323
 DI3323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3323.GEOID18 height accuracy estimate available here.
 DI3323
 DI3323.Click photographs - Photos may exist for this station.
 DI3323
 DI3323.The dynamic height is computed by dividing the NAVD 88
 DI3323.geopotential number by the normal gravity value computed on the
 DI3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3323.degrees latitude (g = 980.6199 gals.).
 DI3323
 DI3323.The modeled gravity was interpolated from observed gravity values.
 DI3323
 DI3323;                    North         East    Units  Estimated Accuracy
 DI3323;SPC NJ       -   111,640.       99,310.      MT  (+/- 180 meters Scaled)
 DI3323
 DI3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK921097(NAD 83)
 DI3323
 DI3323                          SUPERSEDED SURVEY CONTROL
 DI3323
 DI3323.No superseded survey control is available for this station.
 DI3323
 DI3323_MARKER: B = BOLT
 DI3323_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3323+WITH SETTING: PAVEMENT
 DI3323_SP_SET: CRANE BASE
 DI3323_STAMPING: 8 K 3
 DI3323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3323+STABILITY: SURFACE MOTION
 DI3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3323+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DI3323
 DI3323  HISTORY     - Date     Condition        Report By
 DI3323  HISTORY     - 20060913 MONUMENTED       NJGS
 DI3323
 DI3323                          STATION DESCRIPTION
 DI3323
 DI3323'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DI3323'THE STATION IS LOCATED IN DEBTFORD TOWNSHIP, ON THE NORTH SIDW OF
 DI3323'CLEMENTS BRIDGE  ROAD (COUNTY ROUTE 544) JUST WEST FROM THE STATE
 DI3323'ROUTE 42 BRIDGE SPANNING CLEMENTS  BRIDGE ROAD.  THE STATION IS THE
 DI3323'TOP OF THE MOST SOUTHERLY THREADED BOLT SECURING THE  FLANG FOR A
 DI3323'I-BEAM CRANE IN A UTILITY PUMPING STATION COMPLEX SURROUNDED BY A 6 FT
 DI3323'(1.8 M)  HIGH CHAINLINK FENCE TOPPED WITH BARBED WIRE.  THE ENTRANCE
 DI3323'GATE IS LOCKED.
 DI3323'
 DI3323'THE STATION IS ABOUT 50 M (164.0 FT) NORTH FROM THE CENTERLINE OF
 DI3323'CLEMENTS BRIDGE ROAD,  19.7 M (64.6 FT) NORTHEAST OF THE CENTER OF THE
 DI3323'ENTRANCE GATE, 9.46 M (31.0 FT) NORTH  NORTHWEST OF POLE NUMBER 3893
 DI3323'WHICH IS INSIDE THE FENCE, 3.9 M (12.8 FT) SOUTH OF THE  NORTH FENCE,
 DI3323'6.38 M (20.9 FT) WEST OF THE EAST FENCE, AND 0.7 METER NORTH OF THE
 DI3323'SOUTH  CORNER OF THE CONCRETE FOUNDATION FOR THE CRANE SUPPORT.
 DI3323'
 DI3323'THE BOLT IS PROJECTING ABOUT 6 INCHES (15 CM) ABOVE THE FLANGE AND THE
 DI3323'DESIGNATION 8 K 3 IS  STAMPED IN THE FLANGE AT THE BASE OF THE BOLT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6947 ***********************************************************************
 DM6947  DESIGNATION -  8 K 4
 DM6947  PID         -  DM6947
 DM6947  STATE/COUNTY-  NJ/GLOUCESTER
 DM6947  COUNTRY     -  US
 DM6947  USGS QUAD   -  MARCUS HOOK (2019)
 DM6947
 DM6947                         *CURRENT SURVEY CONTROL
 DM6947  ______________________________________________________________________
 DM6947* NAD 83(1986) POSITION- 39 47 26.38   (N) 075 23 14.43   (W)   HD_HELD1
 DM6947* NAVD 88 ORTHO HEIGHT -     1.877 (meters)        6.16  (feet) ADJUSTED
 DM6947  ______________________________________________________________________
 DM6947  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 DM6947  DYNAMIC HEIGHT  -          1.876 (meters)        6.15  (feet) COMP
 DM6947  MODELED GRAVITY -    980,168.7   (mgal)                       NAVD 88
 DM6947
 DM6947  VERT ORDER      -  FIRST     CLASS II
 DM6947
 DM6947.The horizontal coordinates were determined by differentially corrected
 DM6947.hand held GPS observations or other comparable positioning techniques
 DM6947.and have an estimated accuracy of +/- 3 meters.
 DM6947
 DM6947.The orthometric height was determined by differential leveling and
 DM6947.adjusted by the NATIONAL GEODETIC SURVEY
 DM6947.in May 2011.
 DM6947
 DM6947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6947.GEOID18 height accuracy estimate available here.
 DM6947
 DM6947.Click photographs - Photos may exist for this station.
 DM6947
 DM6947.The dynamic height is computed by dividing the NAVD 88
 DM6947.geopotential number by the normal gravity value computed on the
 DM6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6947.degrees latitude (g = 980.6199 gals.).
 DM6947
 DM6947.The modeled gravity was interpolated from observed gravity values.
 DM6947
 DM6947;                    North         East    Units  Estimated Accuracy
 DM6947;SPC NJ       -   106,649.9      74,002.6     MT  (+/- 3 meters HH1 GPS) 
 DM6947
 DM6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6683504594(NAD 83)
 DM6947
 DM6947                          SUPERSEDED SURVEY CONTROL
 DM6947
 DM6947.No superseded survey control is available for this station.
 DM6947
 DM6947_MARKER: DD = SURVEY DISK
 DM6947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6947_SP_SET: CULVERT HEADWALL
 DM6947_STAMPING: 8 K 4 2008
 DM6947_MARK LOGO: NJGS
 DM6947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6947+STABILITY: SURFACE MOTION
 DM6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6947+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2020
 DM6947
 DM6947  HISTORY     - Date     Condition        Report By
 DM6947  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6947  HISTORY     - 20201020 GOOD             NJGS
 DM6947  HISTORY     - 20210317 GOOD             GUMSHO
 DM6947
 DM6947                          STATION DESCRIPTION
 DM6947
 DM6947'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6947'THE STATION IS LOCATED IN LOGAN TOWNSHIP, SET IN A DRILL HOLE IN A
 DM6947'CONCRETE CULVERT HEADWALL ON THE NORTH SIDE OF THE SOUTHBOUND LANES OF
 DM6947'US HIGHWAY 130 SPANNING BIRCH CREEK (STRUCTURE NUMBER 0817150).
 DM6947'
 DM6947'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 322 AND 130, GO
 DM6947'2.25 MI (3.6 KM) SOUTHWEST ON US HIGHWAY 130 TO THE STATION ON THE
 DM6947'RIGHT.
 DM6947'
 DM6947'IT IS ALSO 1.1 MI (1.8 KM) NORTHEAST ALONG US HIGHWAY 130 FROM THE
 DM6947'BRIDGE SPANNING OLDMANS CREEK (THE COUNTY BORDER).
 DM6947'
 DM6947'IT IS 12.0 FT (3.7 M) NORTH OF THE NORTH EDGE OF PAVEMENT, 33.6 FT
 DM6947'(10.2 M) NORTH OF THE CENTERLINE OF ROUTE 130 SOUTHBOUND, 11.0 FT (3.4
 DM6947'M) NORTHWEST OF A SIGN (FIRE DEPARTMENT DRAFT POINT) WITH A NJGS
 DM6947'WITNESS SIGN ATTACHED, 13.4 FT (4.1 M) WEST OF THE EAST END OF THE
 DM6947'HEADWALL, 10.5 FT (3.2 M) EAST OF THE WEST END OF THE HEADWALL, 180.0
 DM6947'FT (54.9 M) EAST OF POLE NUMBER G4362 WHICH IS EAST OF A DIRT DRIVE
 DM6947'LEADING TO A BUILDING.
 DM6947
 DM6947                          STATION RECOVERY (2020)
 DM6947
 DM6947'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6947'RECOVERED IN GOOD CONDITION.
 DM6947
 DM6947                          STATION RECOVERY (2021)
 DM6947
 DM6947'RECOVERY NOTE BY GUMSHOEDOTUS 2021 (CM)
 DM6947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3291 ***********************************************************************
 DI3291  DESIGNATION -  8 L 2
 DI3291  PID         -  DI3291
 DI3291  STATE/COUNTY-  NJ/GLOUCESTER
 DI3291  COUNTRY     -  US
 DI3291  USGS QUAD   -  PITMAN EAST (2019)
 DI3291
 DI3291                         *CURRENT SURVEY CONTROL
 DI3291  ______________________________________________________________________
 DI3291* NAD 83(1986) POSITION- 39 37 54.     (N) 075 05 36.     (W)   SCALED
 DI3291* NAVD 88 ORTHO HEIGHT -    32.533 (meters)      106.74  (feet) ADJUSTED
 DI3291  ______________________________________________________________________
 DI3291  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 DI3291  DYNAMIC HEIGHT  -         32.517 (meters)      106.68  (feet) COMP
 DI3291  MODELED GRAVITY -    980,124.3   (mgal)                       NAVD 88
 DI3291
 DI3291  VERT ORDER      -  FIRST     CLASS II
 DI3291
 DI3291.The horizontal coordinates were scaled from a map and have
 DI3291.an estimated accuracy of +/- 6 seconds.
 DI3291
 DI3291.The orthometric height was determined by differential leveling and
 DI3291.adjusted by the NATIONAL GEODETIC SURVEY
 DI3291.in June 2007.
 DI3291
 DI3291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3291.GEOID18 height accuracy estimate available here.
 DI3291
 DI3291.Click photographs - Photos may exist for this station.
 DI3291
 DI3291.The dynamic height is computed by dividing the NAVD 88
 DI3291.geopotential number by the normal gravity value computed on the
 DI3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3291.degrees latitude (g = 980.6199 gals.).
 DI3291
 DI3291.The modeled gravity was interpolated from observed gravity values.
 DI3291
 DI3291;                    North         East    Units  Estimated Accuracy
 DI3291;SPC NJ       -    88,790.       99,070.      MT  (+/- 180 meters Scaled)
 DI3291
 DI3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ919868(NAD 83)
 DI3291
 DI3291                          SUPERSEDED SURVEY CONTROL
 DI3291
 DI3291.No superseded survey control is available for this station.
 DI3291
 DI3291_MARKER: DD = SURVEY DISK
 DI3291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI3291_SP_SET: CULVERT HEADWALL
 DI3291_STAMPING: 8 L 2 2003
 DI3291_MARK LOGO: NJGS
 DI3291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3291+STABILITY: SURFACE MOTION
 DI3291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3291+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 DI3291
 DI3291  HISTORY     - Date     Condition        Report By
 DI3291  HISTORY     - 20030807 MONUMENTED       NJGS
 DI3291
 DI3291                          STATION DESCRIPTION
 DI3291
 DI3291'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3291'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP ON THE EAST SIDE OF STATE
 DI3291'ROUTE 55, SET FLUSH  IN A DRILL HOLE IN THE CENTER OF THE EAST
 DI3291'HEADWALL OF THE CULVERT CARRYING STATE ROUTE  55 NORTHBOUND OVER
 DI3291'PLEASANT RUN, STRUCTURE NUMBER 0828 163, MILEPOST 43.15.
 DI3291'
 DI3291'THE STATION IS 14.5 M (47.6 FT) EAST FROM THE CENTERLINE OF THE
 DI3291'NORTHBOUND LANES, 2.4 M (7.9  FT) SOUTH FROM THE NORTH END OF THE
 DI3291'CULVERT HEADWALL, 2.9 M (9.5 FT) NORTH FROM THE  SOUTH END OF THE
 DI3291'CULVERT HEADWALL AND 1.5 M (4.9 FT) NORTH FROM A METAL WITNESS SIGN
 DI3291'ATTACHED TO THE 6 FT (1.8 M) HIGH CHAIN LINK FENCE, WHICH IS ALSO
 DI3291'ATTACHED TO THE CULVERT  HEADWALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3332 ***********************************************************************
 DI3332  DESIGNATION -  8 L 3
 DI3332  PID         -  DI3332
 DI3332  STATE/COUNTY-  NJ/GLOUCESTER
 DI3332  COUNTRY     -  US
 DI3332  USGS QUAD   -  WOODBURY (2019)
 DI3332
 DI3332                         *CURRENT SURVEY CONTROL
 DI3332  ______________________________________________________________________
 DI3332* NAD 83(1986) POSITION- 39 49 53.     (N) 075 07 57.     (W)   SCALED
 DI3332* NAVD 88 ORTHO HEIGHT -    12.760 (meters)       41.86  (feet) ADJUSTED
 DI3332  ______________________________________________________________________
 DI3332  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 DI3332  DYNAMIC HEIGHT  -         12.754 (meters)       41.84  (feet) COMP
 DI3332  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 DI3332
 DI3332  VERT ORDER      -  FIRST     CLASS II
 DI3332
 DI3332.The horizontal coordinates were scaled from a map and have
 DI3332.an estimated accuracy of +/- 6 seconds.
 DI3332
 DI3332.The orthometric height was determined by differential leveling and
 DI3332.adjusted by the NATIONAL GEODETIC SURVEY
 DI3332.in June 2007.
 DI3332
 DI3332.No vertical observational check was made to the station.
 DI3332
 DI3332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3332.GEOID18 height accuracy estimate available here.
 DI3332
 DI3332.Click photographs - Photos may exist for this station.
 DI3332
 DI3332.The dynamic height is computed by dividing the NAVD 88
 DI3332.geopotential number by the normal gravity value computed on the
 DI3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3332.degrees latitude (g = 980.6199 gals.).
 DI3332
 DI3332.The modeled gravity was interpolated from observed gravity values.
 DI3332
 DI3332;                    North         East    Units  Estimated Accuracy
 DI3332;SPC NJ       -   110,990.       95,860.      MT  (+/- 180 meters Scaled)
 DI3332
 DI3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK886090(NAD 83)
 DI3332
 DI3332                          SUPERSEDED SURVEY CONTROL
 DI3332
 DI3332.No superseded survey control is available for this station.
 DI3332
 DI3332_MARKER: DD = SURVEY DISK
 DI3332_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI3332_SP_SET: BRIDGE PARAPET
 DI3332_STAMPING: 8 L 3 2003
 DI3332_MARK LOGO: NJGS
 DI3332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3332+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DI3332
 DI3332  HISTORY     - Date     Condition        Report By
 DI3332  HISTORY     - 20030825 MONUMENTED       NJGS
 DI3332
 DI3332                          STATION DESCRIPTION
 DI3332
 DI3332'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3332'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP ON THE NORTHEAST SIDE OF
 DI3332'COOPER STREET,  COUNTY ROAD 534.
 DI3332'
 DI3332'TO REACH THE STATION FROM THE INTERSECTION OF DELSEA DRIVE, STATE
 DI3332'ROUTE 47 AND COOPER  STREET, COUNTY ROAD 534, GO NORTHWEST ON COOPER
 DI3332'STREET FOR 0.50 MI (0.8 KM) TO THE  BRIDGE CARRYING COOPER STREET OVER
 DI3332'THE NEW JERSEY TURNPIKE AND THE STATION ON THE  RIGHT, SET FLUSH IN A
 DI3332'DRILL HOLE IN THE TOP OF THE SOUTHEAST CORNER BRIDGE PARAPET,
 DI3332'DIRECTLY ABOVE THE STEEL BEAM GUIDERAIL CONNECTION.
 DI3332'
 DI3332'THE STATION IS 5.8 M (19.0 FT) NORTHEAST FROM THE CENTERLINE OF COOPER
 DI3332'STREET, 32.6 M (107.0  FT) SOUTHEAST FROM THE CENTERLINE OF THE BRIDGE
 DI3332'AND 1.4 M (4.6 FT) NORTHEAST FROM THE  NORTHEAST CURB OF COOPER
 DI3332'STREET.  THE STATION IS ABOUT 0.40 M (1.3 FT) ABOVE THE LEVEL OF  THE
 DI3332'SIDEWALK IN FRONT OF THE BRIDGE PARAPET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6948 ***********************************************************************
 DM6948  DESIGNATION -  8 L 4
 DM6948  PID         -  DM6948
 DM6948  STATE/COUNTY-  NJ/GLOUCESTER
 DM6948  COUNTRY     -  US
 DM6948  USGS QUAD   -  MARCUS HOOK (2019)
 DM6948
 DM6948                         *CURRENT SURVEY CONTROL
 DM6948  ______________________________________________________________________
 DM6948* NAD 83(1986) POSITION- 39 47 19.40   (N) 075 23 42.37   (W)   HD_HELD1
 DM6948* NAVD 88 ORTHO HEIGHT -     2.219 (meters)        7.28  (feet) ADJUSTED
 DM6948  ______________________________________________________________________
 DM6948  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 DM6948  DYNAMIC HEIGHT  -          2.218 (meters)        7.28  (feet) COMP
 DM6948  MODELED GRAVITY -    980,169.2   (mgal)                       NAVD 88
 DM6948
 DM6948  VERT ORDER      -  FIRST     CLASS II
 DM6948
 DM6948.The horizontal coordinates were determined by differentially corrected
 DM6948.hand held GPS observations or other comparable positioning techniques
 DM6948.and have an estimated accuracy of +/- 3 meters.
 DM6948
 DM6948.The orthometric height was determined by differential leveling and
 DM6948.adjusted by the NATIONAL GEODETIC SURVEY
 DM6948.in May 2011.
 DM6948
 DM6948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6948.GEOID18 height accuracy estimate available here.
 DM6948
 DM6948.Click photographs - Photos may exist for this station.
 DM6948
 DM6948.The dynamic height is computed by dividing the NAVD 88
 DM6948.geopotential number by the normal gravity value computed on the
 DM6948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6948.degrees latitude (g = 980.6199 gals.).
 DM6948
 DM6948.The modeled gravity was interpolated from observed gravity values.
 DM6948
 DM6948;                    North         East    Units  Estimated Accuracy
 DM6948;SPC NJ       -   106,441.3      73,335.8     MT  (+/- 3 meters HH1 GPS) 
 DM6948
 DM6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6617004382(NAD 83)
 DM6948
 DM6948                          SUPERSEDED SURVEY CONTROL
 DM6948
 DM6948.No superseded survey control is available for this station.
 DM6948
 DM6948_MARKER: DD = SURVEY DISK
 DM6948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM6948_SP_SET: HEADWALL
 DM6948_STAMPING: 8 L 4 2008
 DM6948_MARK LOGO: NJGS
 DM6948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6948+STABILITY: SURFACE MOTION
 DM6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6948+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6948
 DM6948  HISTORY     - Date     Condition        Report By
 DM6948  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6948
 DM6948                          STATION DESCRIPTION
 DM6948
 DM6948'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6948'THE STATION IS LOCATED IN LOGAN TOWNSHIP.
 DM6948'
 DM6948'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 322 AND 130, GO
 DM6948'2.7 MI (4.3 KM) SOUTHWEST ON US HIGHWAY 130 TO THE STATION ON THE
 DM6948'RIGHT.
 DM6948'
 DM6948'IT IS ALSO 0.65 MI (1.0 KM) NORTHEAST ALONG US HIGHWAY 130 FROM THE
 DM6948'BRIDGE SPANNING OLDMANS CREEK (THE COUNTY BORDER).
 DM6948'
 DM6948'THE STATION IS SET IN A DRILL HOLE IN THE EAST END OF A CONCRETE
 DM6948'CULVERT FOR A ROADWAY DRAINAGE PIPE ON THE NORTHWEST SIDE OF THE
 DM6948'SOUTHBOUND LANES OF US HIGHWAY 130.  THE STATION IS 40.0 FT (12.2 M)
 DM6948'NORTH OF THE CENTERLINE OF US HIGHWAY 130, 18.0 FT (5.5 M) NORTH OF AN
 DM6948'INLET WITH FLANKING CURBS ON THE NORTH SIDE OF THE SOUTHBOUND LANES,
 DM6948'7.7 FT (2.3 M) NORTHWEST OF MILEPOST SIGN NUMBER 9.5 WITH A NJGS
 DM6948'WITNESS SIGN ATTACHED, 190.0 FT (57.9 M) EAST-NORTHEAST OF POLE NUMBER
 DM6948'BT413 1LO, 149.0 FT (45.4 M) EAST-SOUTHEAST OF POLE NUMBER BT157LO,
 DM6948'410.0 FT (125.0 M) EAST OF THE CENTERLINE OF CENTER SQUARE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3292 ***********************************************************************
 DI3292  DESIGNATION -  8 M 2
 DI3292  PID         -  DI3292
 DI3292  STATE/COUNTY-  NJ/GLOUCESTER
 DI3292  COUNTRY     -  US
 DI3292  USGS QUAD   -  PITMAN EAST (2019)
 DI3292
 DI3292                         *CURRENT SURVEY CONTROL
 DI3292  ______________________________________________________________________
 DI3292* NAD 83(1986) POSITION- 39 38 37.     (N) 075 06 06.     (W)   SCALED
 DI3292* NAVD 88 ORTHO HEIGHT -    36.650 (meters)      120.24  (feet) ADJUSTED
 DI3292  ______________________________________________________________________
 DI3292  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 DI3292  DYNAMIC HEIGHT  -         36.631 (meters)      120.18  (feet) COMP
 DI3292  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 DI3292
 DI3292  VERT ORDER      -  FIRST     CLASS II
 DI3292
 DI3292.The horizontal coordinates were scaled from a map and have
 DI3292.an estimated accuracy of +/- 6 seconds.
 DI3292
 DI3292.The orthometric height was determined by differential leveling and
 DI3292.adjusted by the NATIONAL GEODETIC SURVEY
 DI3292.in June 2007.
 DI3292
 DI3292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3292.GEOID18 height accuracy estimate available here.
 DI3292
 DI3292.Click photographs - Photos may exist for this station.
 DI3292
 DI3292.The dynamic height is computed by dividing the NAVD 88
 DI3292.geopotential number by the normal gravity value computed on the
 DI3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3292.degrees latitude (g = 980.6199 gals.).
 DI3292
 DI3292.The modeled gravity was interpolated from observed gravity values.
 DI3292
 DI3292;                    North         East    Units  Estimated Accuracy
 DI3292;SPC NJ       -    90,120.       98,360.      MT  (+/- 180 meters Scaled)
 DI3292
 DI3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ912882(NAD 83)
 DI3292
 DI3292                          SUPERSEDED SURVEY CONTROL
 DI3292
 DI3292.No superseded survey control is available for this station.
 DI3292
 DI3292_STAMPING: 8 M 2 2003
 DI3292_MARK LOGO: NJGS
 DI3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3292+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 DI3292
 DI3292  HISTORY     - Date     Condition        Report By
 DI3292  HISTORY     - 20030807 MONUMENTED       NJGS
 DI3292  HISTORY     - 20200814 MARK NOT FOUND   NJGS
 DI3292
 DI3292                          STATION DESCRIPTION
 DI3292
 DI3292'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3292'THE STATION IS LOCATED IN ELK TOWNSHIP ON THE EAST SIDE OF STATE ROUTE
 DI3292'55, SET FLUSH IN A  DRILL HOLE IN THE TOP OF THE NORTHEAST ABUTMENT OF
 DI3292'THE BRIDGE CARRYING STATE ROUTE 55  NORTHBOUND OVER STILL RUN,
 DI3292'STRUCTURE NUMBER 0828 167, MILEPOST 44.07.
 DI3292'
 DI3292'THE STATION IS 7.2 M (23.6 FT) EAST FROM THE CENTERLINE OF THE
 DI3292'NORTHBOUND LANES, 16.1 M (52.8  FT) NORTH FROM THE CENTER OF THE
 DI3292'BRIDGE AND 15.5 M (50.9 FT) SOUTHEAST FROM A METAL  WITNESS POST WITH
 DI3292'SIGN ATTACHED.
 DI3292
 DI3292                          STATION RECOVERY (2020)
 DI3292
 DI3292'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3292'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3333 ***********************************************************************
 DI3333  DESIGNATION -  8 M 3
 DI3333  PID         -  DI3333
 DI3333  STATE/COUNTY-  NJ/GLOUCESTER
 DI3333  COUNTRY     -  US
 DI3333  USGS QUAD   -  WOODBURY (2019)
 DI3333
 DI3333                         *CURRENT SURVEY CONTROL
 DI3333  ______________________________________________________________________
 DI3333* NAD 83(1986) POSITION- 39 49 57.     (N) 075 08 10.     (W)   SCALED
 DI3333* NAVD 88 ORTHO HEIGHT -     4.055 (meters)       13.30  (feet) ADJUSTED
 DI3333  ______________________________________________________________________
 DI3333  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 DI3333  DYNAMIC HEIGHT  -          4.053 (meters)       13.30  (feet) COMP
 DI3333  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 DI3333
 DI3333  VERT ORDER      -  FIRST     CLASS II
 DI3333
 DI3333.The horizontal coordinates were scaled from a map and have
 DI3333.an estimated accuracy of +/- 6 seconds.
 DI3333
 DI3333.The orthometric height was determined by differential leveling and
 DI3333.adjusted by the NATIONAL GEODETIC SURVEY
 DI3333.in June 2007.
 DI3333
 DI3333.No vertical observational check was made to the station.
 DI3333
 DI3333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3333.GEOID18 height accuracy estimate available here.
 DI3333
 DI3333.Click photographs - Photos may exist for this station.
 DI3333
 DI3333.The dynamic height is computed by dividing the NAVD 88
 DI3333.geopotential number by the normal gravity value computed on the
 DI3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3333.degrees latitude (g = 980.6199 gals.).
 DI3333
 DI3333.The modeled gravity was interpolated from observed gravity values.
 DI3333
 DI3333;                    North         East    Units  Estimated Accuracy
 DI3333;SPC NJ       -   111,110.       95,550.      MT  (+/- 180 meters Scaled)
 DI3333
 DI3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK883091(NAD 83)
 DI3333
 DI3333                          SUPERSEDED SURVEY CONTROL
 DI3333
 DI3333.No superseded survey control is available for this station.
 DI3333
 DI3333_MARKER: DD = SURVEY DISK
 DI3333_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI3333_SP_SET: BRIDGE PARAPET
 DI3333_STAMPING: 8 M 3 2003
 DI3333_MARK LOGO: NJGS
 DI3333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3333+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DI3333
 DI3333  HISTORY     - Date     Condition        Report By
 DI3333  HISTORY     - 20030825 MONUMENTED       NJGS
 DI3333
 DI3333                          STATION DESCRIPTION
 DI3333
 DI3333'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3333'THE STATION IS LOCATED IN THE CITY OF WOODBURY ON THE NORTHEAST SIDE
 DI3333'OF DELAWARE  STREET, COUNTY ROAD 534.
 DI3333'
 DI3333'TO REACH THE STATION FROM THE INTERSECTION OF DELSEA DRIVE, STATE
 DI3333'ROUTE 47 AND COOPER  STREET, COUNTY ROAD 534 IN DEPTFORD TOWNSHIP, GO
 DI3333'NORTHWEST ON COUNTY ROAD 534 FOR  0.65 MI (1.05 KM) TO THE STATION ON
 DI3333'THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE  NORTHWEST
 DI3333'CORNER BRIDGE PARAPET OF THE BRIDGE CARRYING DELAWARE STREET OVER
 DI3333'STEWART LAKE, A TRIBUTARY OF WOODBURY CREEK.
 DI3333'
 DI3333'THE STATION IS 9.8 M (32.2 FT) EAST FROM WOOD UTILITY POLE NUMBER 38,
 DI3333'6.5 M (21.3 FT)  NORTHEAST FROM THE CENTERLINE OF DELAWARE STREET,
 DI3333'13.8 M (45.3 FT) NORTHEAST AND  ACROSS DELAWARE STREET FROM A FIRE
 DI3333'HYDRANT PAINTED YELLOW, 45.0 M (147.6 FT) NORTHWEST  FROM THE
 DI3333'CENTERLINE OF KELLY DRIVE, A FOUR LANE ENTRANCE STREET LEADING INTO
 DI3333'LAKEBRIDGE, A PRIVATE RESIDENTIAL HOUSING COMMUNITY, 19.9 M (65.3 FT)
 DI3333'NORTHWEST FROM  WOOD UTILITY POLE NUMBER 64922 DP AND 4.0 M (13.1 FT)
 DI3333'NORTHWEST FROM THE CENTER OF THE  BRIDGE.  THE STATION IS ABOUT 0.5 M
 DI3333'(1.6 FT) ABOVE THE LEVEL OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3347 ***********************************************************************
 DI3347  DESIGNATION -  8 M 4
 DI3347  PID         -  DI3347
 DI3347  STATE/COUNTY-  NJ/GLOUCESTER
 DI3347  COUNTRY     -  US
 DI3347  USGS QUAD   -  RUNNEMEDE (2019)
 DI3347
 DI3347                         *CURRENT SURVEY CONTROL
 DI3347  ______________________________________________________________________
 DI3347* NAD 83(1986) POSITION- 39 50 06.     (N) 075 05 48.     (W)   SCALED
 DI3347* NAVD 88 ORTHO HEIGHT -    17.944 (meters)       58.87  (feet) ADJUSTED
 DI3347  ______________________________________________________________________
 DI3347  GEOID HEIGHT    -        -32.904 (meters)                     GEOID18
 DI3347  DYNAMIC HEIGHT  -         17.936 (meters)       58.85  (feet) COMP
 DI3347  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 DI3347
 DI3347  VERT ORDER      -  FIRST     CLASS II
 DI3347
 DI3347.The horizontal coordinates were scaled from a map and have
 DI3347.an estimated accuracy of +/- 6 seconds.
 DI3347
 DI3347.The orthometric height was determined by differential leveling and
 DI3347.adjusted by the NATIONAL GEODETIC SURVEY
 DI3347.in June 2007.
 DI3347
 DI3347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3347.GEOID18 height accuracy estimate available here.
 DI3347
 DI3347.Click photographs - Photos may exist for this station.
 DI3347
 DI3347.The dynamic height is computed by dividing the NAVD 88
 DI3347.geopotential number by the normal gravity value computed on the
 DI3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3347.degrees latitude (g = 980.6199 gals.).
 DI3347
 DI3347.The modeled gravity was interpolated from observed gravity values.
 DI3347
 DI3347;                    North         East    Units  Estimated Accuracy
 DI3347;SPC NJ       -   111,370.       98,930.      MT  (+/- 180 meters Scaled)
 DI3347
 DI3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK917094(NAD 83)
 DI3347
 DI3347                          SUPERSEDED SURVEY CONTROL
 DI3347
 DI3347.No superseded survey control is available for this station.
 DI3347
 DI3347_MARKER: DD = SURVEY DISK
 DI3347_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3347+WITH SETTING: PAVEMENT
 DI3347_SP_SET: LARGE FLAG POLE FOUNDATION
 DI3347_STAMPING: 8 M 4 2005
 DI3347_MARK LOGO: NJGS
 DI3347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3347+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 DI3347
 DI3347  HISTORY     - Date     Condition        Report By
 DI3347  HISTORY     - 20050808 MONUMENTED       NJGS
 DI3347  HISTORY     - 20150203 GOOD             BOSWEL
 DI3347
 DI3347                          STATION DESCRIPTION
 DI3347
 DI3347'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3347'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP, IN THE CENTER GRASSY
 DI3347'MEDIAN OF CLEMENTS  BRIDGE ROAD (COUNTY ROAD 544), SET FLUSH IN A
 DI3347'DRILL HOLE IN THE TOP OF THE FLAG POLE  FOUNDATION JUST NORTHEAST OF
 DI3347'THE ENTRANCE ROAD (MALL WEST DRIVE) FOR THE DEPTFORD  SHOPPING MALL ON
 DI3347'THE SOUTH SIDE OF CLEMENTS BRIDEGE ROAD.
 DI3347'
 DI3347'THE STATION IS ABOUT 0.3 MI (0.48 KM) SOUTHWEST FROM THE NJ ROUTE 42
 DI3347'FREEWAY AND ABOUT  0.25 MI (0.4 KM) NORTHEAST OF THE JUNCTION WITH
 DI3347'ALMONESSON AVENUE.
 DI3347'
 DI3347'THE STATION IS 4.0 M (13.1 FT) NORTH OF THE NORTH CURB OF THE
 DI3347'EASTBOUND LANES OF  CLEMENTS BRIDGE ROAD, 5.6 M (18.4 FT) SOUTH OF THE
 DI3347'SOUTH CURB OF THE WESTBOUND LANES OF  CLEMENTS BRIDGE ROAD AND ABOUT
 DI3347'55.7 M (182.7 FT) NORTHEAST OF THE CENTERLINE OF THE EXIT  LANES OUT
 DI3347'OF THE DEPTFORD MALL AT MALL WEST DRIVE.
 DI3347
 DI3347                          STATION RECOVERY (2015)
 DI3347
 DI3347'RECOVERY NOTE BY BOSWELL ENGINEERING 2015 (AB)
 DI3347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6949 ***********************************************************************
 DM6949  DESIGNATION -  8 M 4
 DM6949  PID         -  DM6949
 DM6949  STATE/COUNTY-  NJ/GLOUCESTER
 DM6949  COUNTRY     -  US
 DM6949  USGS QUAD   -  MARCUS HOOK (2019)
 DM6949
 DM6949                         *CURRENT SURVEY CONTROL
 DM6949  ______________________________________________________________________
 DM6949* NAD 83(1986) POSITION- 39 47 06.     (N) 075 24 24.     (W)   SCALED
 DM6949* NAVD 88 ORTHO HEIGHT -     2.785 (meters)        9.14  (feet) ADJUSTED
 DM6949  ______________________________________________________________________
 DM6949  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 DM6949  DYNAMIC HEIGHT  -          2.784 (meters)        9.13  (feet) COMP
 DM6949  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 DM6949
 DM6949  VERT ORDER      -  FIRST     CLASS II
 DM6949
 DM6949.The horizontal coordinates were scaled from a map and have
 DM6949.an estimated accuracy of +/- 6 seconds.
 DM6949
 DM6949.The orthometric height was determined by differential leveling and
 DM6949.adjusted by the NATIONAL GEODETIC SURVEY
 DM6949.in May 2011.
 DM6949
 DM6949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6949.GEOID18 height accuracy estimate available here.
 DM6949
 DM6949.Click photographs - Photos may exist for this station.
 DM6949
 DM6949.The dynamic height is computed by dividing the NAVD 88
 DM6949.geopotential number by the normal gravity value computed on the
 DM6949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6949.degrees latitude (g = 980.6199 gals.).
 DM6949
 DM6949.The modeled gravity was interpolated from observed gravity values.
 DM6949
 DM6949;                    North         East    Units  Estimated Accuracy
 DM6949;SPC NJ       -   106,040.       72,340.      MT  (+/- 180 meters Scaled)
 DM6949
 DM6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK651039(NAD 83)
 DM6949
 DM6949                          SUPERSEDED SURVEY CONTROL
 DM6949
 DM6949.No superseded survey control is available for this station.
 DM6949
 DM6949_MARKER: DD = SURVEY DISK
 DM6949_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6949_SP_SET: BRIDGE ABUTMENT
 DM6949_STAMPING: 8 M 4 2008
 DM6949_MARK LOGO: NJGS
 DM6949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6949+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6949
 DM6949  HISTORY     - Date     Condition        Report By
 DM6949  HISTORY     - 20080304 MONUMENTED       NJGS
 DM6949
 DM6949                          STATION DESCRIPTION
 DM6949
 DM6949'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6949'THE STATION IS LOCATED IN LOGAN TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6949'SOUTHEAST CORNER OF THE NORTHEAST BRIDGE ABUTMENT AT THE SIDEWALK
 DM6949'LEVEL AT THE NORTHEAST END OF THE SOUTHERLY CONCRETE BALUSTRADE ON THE
 DM6949'NORTHBOUND LANES OF US HIGHWAY 130 BRIDGE SPANNING OLDMANS CREEK (THE
 DM6949'COUNTY BOUNDARY LINE).
 DM6949'
 DM6949'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 322 AND 130, GO
 DM6949'MI SOUTHWEST ON US HIGHWAY 130 TO THE STATION ON THE RIGHT.
 DM6949'
 DM6949'IT IS 127.0 FT (38.7 M) NORTHEAST OF THE CENTER OF THE BRIDGE, 26.5 FT
 DM6949'(8.1 M) SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 130, 7.5 FT (2.3 M)
 DM6949'SOUTHEAST OF THE SOUTHEAST CURB OF THE NORTHBOUND LANES OF US HIGHWAY
 DM6949'130, 5.5 FT (1.7 M) WEST OF POLE NUMBER S24472, 0.5 FT (15 CM) NORTH
 DM6949'OF THE NORTHEAST CORNER OF THE BALUSTRADE.  THE STATION IS FLUSH WITH
 DM6949'THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3250 ***********************************************************************
 DI3250  DESIGNATION -  8 N 2
 DI3250  PID         -  DI3250
 DI3250  STATE/COUNTY-  NJ/GLOUCESTER
 DI3250  COUNTRY     -  US
 DI3250  USGS QUAD   -  PITMAN WEST (2019)
 DI3250
 DI3250                         *CURRENT SURVEY CONTROL
 DI3250  ______________________________________________________________________
 DI3250* NAD 83(1986) POSITION- 39 40 38.     (N) 075 08 03.     (W)   SCALED
 DI3250* NAVD 88 ORTHO HEIGHT -    38.747 (meters)      127.12  (feet) ADJUSTED
 DI3250  ______________________________________________________________________
 DI3250  GEOID HEIGHT    -        -33.304 (meters)                     GEOID18
 DI3250  DYNAMIC HEIGHT  -         38.728 (meters)      127.06  (feet) COMP
 DI3250  MODELED GRAVITY -    980,134.6   (mgal)                       NAVD 88
 DI3250
 DI3250  VERT ORDER      -  FIRST     CLASS II
 DI3250
 DI3250.The horizontal coordinates were scaled from a map and have
 DI3250.an estimated accuracy of +/- 6 seconds.
 DI3250
 DI3250.The orthometric height was determined by differential leveling and
 DI3250.adjusted by the NATIONAL GEODETIC SURVEY
 DI3250.in June 2007.
 DI3250
 DI3250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3250.GEOID18 height accuracy estimate available here.
 DI3250
 DI3250.Click photographs - Photos may exist for this station.
 DI3250
 DI3250.The dynamic height is computed by dividing the NAVD 88
 DI3250.geopotential number by the normal gravity value computed on the
 DI3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3250.degrees latitude (g = 980.6199 gals.).
 DI3250
 DI3250.The modeled gravity was interpolated from observed gravity values.
 DI3250
 DI3250;                    North         East    Units  Estimated Accuracy
 DI3250;SPC NJ       -    93,870.       95,600.      MT  (+/- 180 meters Scaled)
 DI3250
 DI3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ884919(NAD 83)
 DI3250
 DI3250                          SUPERSEDED SURVEY CONTROL
 DI3250
 DI3250.No superseded survey control is available for this station.
 DI3250
 DI3250_MARKER: DD = SURVEY DISK
 DI3250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI3250_SP_SET: CULVERT HEADWALL
 DI3250_STAMPING: 8 N 2 2003
 DI3250_MARK LOGO: NJGS
 DI3250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3250+STABILITY: SURFACE MOTION
 DI3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3250+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 DI3250
 DI3250  HISTORY     - Date     Condition        Report By
 DI3250  HISTORY     - 20030807 MONUMENTED       NJGS
 DI3250
 DI3250                          STATION DESCRIPTION
 DI3250
 DI3250'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3250'THE STATION IS LOCATED IN ELK TOWNSHIP ON THE EAST SIDE OF STATE ROUTE
 DI3250'55, SET FLUSH IN A  DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL OF
 DI3250'THE CULVERT CARRYING STATE ROUTE 55  NORTHBOUND OVER READING BRANCH,
 DI3250'STRUCTURE NUMBER 0828181, MILEPOST 47.26.
 DI3250'
 DI3250'THE STATION IS 18.0 M (59.1 FT) EAST FROM THE CENTERLINE OF THE
 DI3250'NORTHBOUND LANES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3251 ***********************************************************************
 DI3251  DESIGNATION -  8 N 3
 DI3251  PID         -  DI3251
 DI3251  STATE/COUNTY-  NJ/GLOUCESTER
 DI3251  COUNTRY     -  US
 DI3251  USGS QUAD   -  WOODBURY (2019)
 DI3251
 DI3251                         *CURRENT SURVEY CONTROL
 DI3251  ______________________________________________________________________
 DI3251* NAD 83(1986) POSITION- 39 50 08.     (N) 075 08 51.     (W)   SCALED
 DI3251* NAVD 88 ORTHO HEIGHT -     2.823 (meters)        9.26  (feet) ADJUSTED
 DI3251  ______________________________________________________________________
 DI3251  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 DI3251  DYNAMIC HEIGHT  -          2.822 (meters)        9.26  (feet) COMP
 DI3251  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 DI3251
 DI3251  VERT ORDER      -  FIRST     CLASS II
 DI3251
 DI3251.The horizontal coordinates were scaled from a map and have
 DI3251.an estimated accuracy of +/- 6 seconds.
 DI3251
 DI3251.The orthometric height was determined by differential leveling and
 DI3251.adjusted by the NATIONAL GEODETIC SURVEY
 DI3251.in June 2007.
 DI3251
 DI3251.No vertical observational check was made to the station.
 DI3251
 DI3251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3251.GEOID18 height accuracy estimate available here.
 DI3251
 DI3251.Click photographs - Photos may exist for this station.
 DI3251
 DI3251.The dynamic height is computed by dividing the NAVD 88
 DI3251.geopotential number by the normal gravity value computed on the
 DI3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3251.degrees latitude (g = 980.6199 gals.).
 DI3251
 DI3251.The modeled gravity was interpolated from observed gravity values.
 DI3251
 DI3251;                    North         East    Units  Estimated Accuracy
 DI3251;SPC NJ       -   111,460.       94,580.      MT  (+/- 180 meters Scaled)
 DI3251
 DI3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK873095(NAD 83)
 DI3251
 DI3251                          SUPERSEDED SURVEY CONTROL
 DI3251
 DI3251.No superseded survey control is available for this station.
 DI3251
 DI3251_MARKER: DD = SURVEY DISK
 DI3251_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI3251_SP_SET: CULVERT HEADWALL
 DI3251_STAMPING: 8 N 3 2003
 DI3251_MARK LOGO: NJGS
 DI3251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3251+STABILITY: SURFACE MOTION
 DI3251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3251+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2020
 DI3251
 DI3251  HISTORY     - Date     Condition        Report By
 DI3251  HISTORY     - 20030825 MONUMENTED       NJGS
 DI3251  HISTORY     - 20201118 GOOD             NJGS
 DI3251
 DI3251                          STATION DESCRIPTION
 DI3251
 DI3251'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3251'THE STATION IS LOCATED IN THE CITY OF WOODBURY ON THE NORTHEAST SIDE
 DI3251'OF DELAWARE  STREET, COUNTY ROAD 534.
 DI3251'
 DI3251'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3251'ROUTE 45 AND  DELAWARE STREET, COUNTY ROAD 534, GO SOUTHEAST ON
 DI3251'DELAWARE STREET FOR 0.35 MI (0.56 KM)  TO THE STATION ON THE LEFT, SET
 DI3251'FLUSH IN A DRILL HOLE IN THE CENTER OF A CONCRETE CULVERT  HEADWALL
 DI3251'FOR A 3 FT (0.9 M) DIAMETER ELLIPTICAL STORM DRAIN PIPE LEADING TO
 DI3251'STEWART LAKE,  JUST NORTHWEST FROM THE BRIDGE CARRYING DELWARE STREET
 DI3251'OVER STEWART LAKE,  STRUCTURE NUMBER 2 1 10.
 DI3251'
 DI3251'THE STATION IS 9.9 M (32.5 FT) NORTHEAST FROM THE NORTHEAST CURB OF
 DI3251'DELAWARE STREET, 11.2  M (36.7 FT) NORTH NORTHEAST FROM AN ALUMINUM
 DI3251'POLE WITH YELLOW WARNING FLASHERS AND A  WHITE AND YELLOW PAINTED
 DI3251'TRAFFIC SIGN, SCHOOL SPEED LIMIT 25 WHEN FLASHING AND 13.3 M  (43.6
 DI3251'FT) EAST FROM THE CENTER OF A DOUBLE INLET ON THE NORTHEAST CURB OF
 DI3251'DELAWARE  STREET.
 DI3251
 DI3251                          STATION RECOVERY (2020)
 DI3251
 DI3251'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3251'THE STATION IS 19.5 M (64.0 FT) NORTHWEST OF LIGHT POST AND 33 M
 DI3251'(108.3 FT) EAST OF GREEN, WHITE FIRE HYDRANT.  THE ALUMINUM POLE HAS
 DI3251'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3252 ***********************************************************************
 DI3252  DESIGNATION -  8 N 4
 DI3252  PID         -  DI3252
 DI3252  STATE/COUNTY-  NJ/GLOUCESTER
 DI3252  COUNTRY     -  US
 DI3252  USGS QUAD   -  BRIDGEPORT (2019)
 DI3252
 DI3252                         *CURRENT SURVEY CONTROL
 DI3252  ______________________________________________________________________
 DI3252* NAD 83(1986) POSITION- 39 49 35.     (N) 075 16 20.     (W)   SCALED
 DI3252* NAVD 88 ORTHO HEIGHT -     2.262 (meters)        7.42  (feet) ADJUSTED
 DI3252  ______________________________________________________________________
 DI3252  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 DI3252  DYNAMIC HEIGHT  -          2.261 (meters)        7.42  (feet) COMP
 DI3252  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 DI3252
 DI3252  VERT ORDER      -  FIRST     CLASS II
 DI3252
 DI3252.The horizontal coordinates were scaled from a map and have
 DI3252.an estimated accuracy of +/- 6 seconds.
 DI3252
 DI3252.The orthometric height was determined by differential leveling and
 DI3252.adjusted by the NATIONAL GEODETIC SURVEY
 DI3252.in June 2007.
 DI3252
 DI3252.No vertical observational check was made to the station.
 DI3252
 DI3252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3252.GEOID18 height accuracy estimate available here.
 DI3252
 DI3252.Click photographs - Photos may exist for this station.
 DI3252
 DI3252.The dynamic height is computed by dividing the NAVD 88
 DI3252.geopotential number by the normal gravity value computed on the
 DI3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3252.degrees latitude (g = 980.6199 gals.).
 DI3252
 DI3252.The modeled gravity was interpolated from observed gravity values.
 DI3252
 DI3252;                    North         East    Units  Estimated Accuracy
 DI3252;SPC NJ       -   110,530.       83,900.      MT  (+/- 180 meters Scaled)
 DI3252
 DI3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK767085(NAD 83)
 DI3252
 DI3252                          SUPERSEDED SURVEY CONTROL
 DI3252
 DI3252.No superseded survey control is available for this station.
 DI3252
 DI3252_MARKER: DD = SURVEY DISK
 DI3252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3252_STAMPING: 8 N 4 2006
 DI3252_MARK LOGO: NJGS
 DI3252_PROJECTION: FLUSH
 DI3252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3252+STABILITY: SURFACE MOTION
 DI3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3252+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2021
 DI3252
 DI3252  HISTORY     - Date     Condition        Report By
 DI3252  HISTORY     - 20060505 MONUMENTED       NJGS
 DI3252  HISTORY     - 20201026 GOOD             NJGS
 DI3252  HISTORY     - 20210428 GOOD             AAAS
 DI3252
 DI3252                          STATION DESCRIPTION
 DI3252
 DI3252'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3252'THE STATION IS LOCATED IN GREENWICH TOWNSHIP IN THE COMMUNITY OF
 DI3252'GIBBSTOWN ON THE  SOUTH SIDE OF BROAD STREET, STATE ROUTE 44.
 DI3252'
 DI3252'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3252'ROUTE 44 AND  DELAWARE STREET IN THE BOROUGH OF PAULSBORO, GO
 DI3252'SOUTHWEST ON STATE ROUTE 44 FOR 1.75  MI (2.80 KM) TO THE STATION ON
 DI3252'THE LEFT,  THE STATION IS NEAR THE SOUTHEAST CORNER OF THE
 DI3252'INTERSECTION OF ROUTE 44 AND ASTON DRIVE.
 DI3252'
 DI3252'THE STATION IS IN FRONT OF HOUSE NUMBER 162 (2.5 STORY FRAME), 8.5 M
 DI3252'(27.9 FT) SOUTH OF THE  CENTERLINE OF ROUTE 44, 42.1 M (138 FT) EAST
 DI3252'OF THE CENTERLINE OF ASTON DRIVE, 26.0 M (85.3 FT)  EAST OF POLE
 DI3252'NUMBER BT93GU, 2.1 M (6.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DI3252'SETBACK INLET CURBPIECE, 10.6 M (34.8 FT) WEST OF POLE NUMBER G2246,
 DI3252'FLUSH IN THE LAWN AT  THE SOUTH EDGE OF THE SIDEWALK.
 DI3252
 DI3252                          STATION RECOVERY (2020)
 DI3252
 DI3252'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3252'RECOVERED IN GOOD CONDITION.
 DI3252
 DI3252                          STATION RECOVERY (2021)
 DI3252
 DI3252'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6945 ***********************************************************************
 DM6945  DESIGNATION -  8 N 4
 DM6945  PID         -  DM6945
 DM6945  STATE/COUNTY-  NJ/GLOUCESTER
 DM6945  COUNTRY     -  US
 DM6945  USGS QUAD   -  BRIDGEPORT (2019)
 DM6945
 DM6945                         *CURRENT SURVEY CONTROL
 DM6945  ______________________________________________________________________
 DM6945* NAD 83(1986) POSITION- 39 47 42.     (N) 075 22 07.     (W)   SCALED
 DM6945* NAVD 88 ORTHO HEIGHT -     2.826 (meters)        9.27  (feet) ADJUSTED
 DM6945  ______________________________________________________________________
 DM6945  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 DM6945  DYNAMIC HEIGHT  -          2.825 (meters)        9.27  (feet) COMP
 DM6945  MODELED GRAVITY -    980,167.7   (mgal)                       NAVD 88
 DM6945
 DM6945  VERT ORDER      -  FIRST     CLASS II
 DM6945
 DM6945.The horizontal coordinates were scaled from a map and have
 DM6945.an estimated accuracy of +/- 6 seconds.
 DM6945
 DM6945.The orthometric height was determined by differential leveling and
 DM6945.adjusted by the NATIONAL GEODETIC SURVEY
 DM6945.in May 2011.
 DM6945
 DM6945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6945.GEOID18 height accuracy estimate available here.
 DM6945
 DM6945.Click photographs - Photos may exist for this station.
 DM6945
 DM6945.The dynamic height is computed by dividing the NAVD 88
 DM6945.geopotential number by the normal gravity value computed on the
 DM6945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6945.degrees latitude (g = 980.6199 gals.).
 DM6945
 DM6945.The modeled gravity was interpolated from observed gravity values.
 DM6945
 DM6945;                    North         East    Units  Estimated Accuracy
 DM6945;SPC NJ       -   107,120.       75,610.      MT  (+/- 180 meters Scaled)
 DM6945
 DM6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK684050(NAD 83)
 DM6945
 DM6945                          SUPERSEDED SURVEY CONTROL
 DM6945
 DM6945.No superseded survey control is available for this station.
 DM6945
 DM6945_MARKER: DD = SURVEY DISK
 DM6945_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6945_SP_SET: CURB
 DM6945_STAMPING: 8 N 4 2008
 DM6945_MARK LOGO: NJGS
 DM6945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6945+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2008
 DM6945
 DM6945  HISTORY     - Date     Condition        Report By
 DM6945  HISTORY     - 20080311 MONUMENTED       NJGS
 DM6945  HISTORY     - 20210317 GOOD             GUMSHO
 DM6945
 DM6945                          STATION DESCRIPTION
 DM6945
 DM6945'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM6945'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH-NORTHWEST OF
 DM6945'WOODSTOWN, 7.0 MI (11.3 KM) NORTHEAST OF PENNS GROVE AND 1.2 MI (1.9
 DM6945'KM) WEST-SOUTHWEST OF BRIDGEPORT.
 DM6945'
 DM6945'THE STATION IS LOCATED IN LOGAN TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6945'CURBLINE IN THE CENTER MEDIAN AT THE JUNCTION OF US HIGHWAY 130 AND
 DM6945'HIGH HILLS ROAD.
 DM6945'
 DM6945'THE STATION IS 43.2 FT (13.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DM6945'US HIGHWAY 130 SOUTHBOUND, 17.6 FT (5.4 M) NORTH-NORTHWEST OF THE
 DM6945'CENTERLINE OF US HIGHWAY NORTHBOUND, 45.2 FT (13.8 M) EAST OF THE
 DM6945'EXTENDED CENTERLINE OF HIGH HILLS ROAD, 82.4 FT (25.1 M)
 DM6945'NORTH-NORTHEAST OF POLE NUMBER 100A.
 DM6945
 DM6945                          STATION RECOVERY (2021)
 DM6945
 DM6945'RECOVERY NOTE BY GUMSHOEDOTUS 2021 (CM)
 DM6945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3293 ***********************************************************************
 DI3293  DESIGNATION -  8 P 2
 DI3293  PID         -  DI3293
 DI3293  STATE/COUNTY-  NJ/GLOUCESTER
 DI3293  COUNTRY     -  US
 DI3293  USGS QUAD   -  PITMAN WEST (2019)
 DI3293
 DI3293                         *CURRENT SURVEY CONTROL
 DI3293  ______________________________________________________________________
 DI3293* NAD 83(1986) POSITION- 39 41 06.     (N) 075 08 06.     (W)   SCALED
 DI3293* NAVD 88 ORTHO HEIGHT -    41.242 (meters)      135.31  (feet) ADJUSTED
 DI3293  ______________________________________________________________________
 DI3293  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 DI3293  DYNAMIC HEIGHT  -         41.222 (meters)      135.24  (feet) COMP
 DI3293  MODELED GRAVITY -    980,136.5   (mgal)                       NAVD 88
 DI3293
 DI3293  VERT ORDER      -  FIRST     CLASS II
 DI3293
 DI3293.The horizontal coordinates were scaled from a map and have
 DI3293.an estimated accuracy of +/- 6 seconds.
 DI3293
 DI3293.The orthometric height was determined by differential leveling and
 DI3293.adjusted by the NATIONAL GEODETIC SURVEY
 DI3293.in June 2007.
 DI3293
 DI3293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3293.GEOID18 height accuracy estimate available here.
 DI3293
 DI3293.Click photographs - Photos may exist for this station.
 DI3293
 DI3293.The dynamic height is computed by dividing the NAVD 88
 DI3293.geopotential number by the normal gravity value computed on the
 DI3293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3293.degrees latitude (g = 980.6199 gals.).
 DI3293
 DI3293.The modeled gravity was interpolated from observed gravity values.
 DI3293
 DI3293;                    North         East    Units  Estimated Accuracy
 DI3293;SPC NJ       -    94,740.       95,530.      MT  (+/- 180 meters Scaled)
 DI3293
 DI3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ884928(NAD 83)
 DI3293
 DI3293                          SUPERSEDED SURVEY CONTROL
 DI3293
 DI3293.No superseded survey control is available for this station.
 DI3293
 DI3293_MARKER: DD = SURVEY DISK
 DI3293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI3293_SP_SET: CULVERT HEADWALL
 DI3293_STAMPING: 8 P 2 2003
 DI3293_MARK LOGO: NJGS
 DI3293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3293+STABILITY: SURFACE MOTION
 DI3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3293+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 DI3293
 DI3293  HISTORY     - Date     Condition        Report By
 DI3293  HISTORY     - 20030807 MONUMENTED       NJGS
 DI3293
 DI3293                          STATION DESCRIPTION
 DI3293
 DI3293'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3293'THE STATION IS LOCATED IN ELK TOWNSHIP ON THE EAST SIDE OF STATE ROUTE
 DI3293'55, SET FLUSH IN A  DRILL HOLE IN THE CENTER OF THE EAST HEADWALL OF
 DI3293'THE CULVERT CARRYING STATE ROUTE 55  NORTHBOUND OVER HIGGINS BRANCH,
 DI3293'STRUCTURE NUMBER 0828 183, MILEPOST 47.80.
 DI3293'
 DI3293'THE STATION IS 23.8 M (78.1 FT) EAST FROM THE CENTERLINE OF THE
 DI3293'NORTHBOUND LANES, 3.5 M (11.5  FT) NORTH FROM GREEN PAINTED TRAFFIC
 DI3293'SIGN, WITH WITNESS SIGN ATTACHED AND 10.0 M (32.8 FT)  NORTHEAST FROM
 DI3293'A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3334 ***********************************************************************
 DI3334  DESIGNATION -  8 P 3
 DI3334  PID         -  DI3334
 DI3334  STATE/COUNTY-  NJ/GLOUCESTER
 DI3334  COUNTRY     -  US
 DI3334  USGS QUAD   -  WOODBURY (2019)
 DI3334
 DI3334                         *CURRENT SURVEY CONTROL
 DI3334  ______________________________________________________________________
 DI3334* NAD 83(1986) POSITION- 39 49 35.     (N) 075 09 37.     (W)   SCALED
 DI3334* NAVD 88 ORTHO HEIGHT -    13.771 (meters)       45.18  (feet) ADJUSTED
 DI3334  ______________________________________________________________________
 DI3334  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 DI3334  DYNAMIC HEIGHT  -         13.765 (meters)       45.16  (feet) COMP
 DI3334  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 DI3334
 DI3334  VERT ORDER      -  FIRST     CLASS II
 DI3334
 DI3334.The horizontal coordinates were scaled from a map and have
 DI3334.an estimated accuracy of +/- 6 seconds.
 DI3334
 DI3334.The orthometric height was determined by differential leveling and
 DI3334.adjusted by the NATIONAL GEODETIC SURVEY
 DI3334.in June 2007.
 DI3334
 DI3334.No vertical observational check was made to the station.
 DI3334
 DI3334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3334.GEOID18 height accuracy estimate available here.
 DI3334
 DI3334.Click photographs - Photos may exist for this station.
 DI3334
 DI3334.The dynamic height is computed by dividing the NAVD 88
 DI3334.geopotential number by the normal gravity value computed on the
 DI3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3334.degrees latitude (g = 980.6199 gals.).
 DI3334
 DI3334.The modeled gravity was interpolated from observed gravity values.
 DI3334
 DI3334;                    North         East    Units  Estimated Accuracy
 DI3334;SPC NJ       -   110,450.       93,480.      MT  (+/- 180 meters Scaled)
 DI3334
 DI3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK862085(NAD 83)
 DI3334
 DI3334                          SUPERSEDED SURVEY CONTROL
 DI3334
 DI3334.No superseded survey control is available for this station.
 DI3334
 DI3334_MARKER: DD = SURVEY DISK
 DI3334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3334_SP_SET: SIGN BASE
 DI3334_STAMPING: 8 P 3 2003
 DI3334_MARK LOGO: NJGS
 DI3334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3334+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 DI3334
 DI3334  HISTORY     - Date     Condition        Report By
 DI3334  HISTORY     - 20030826 MONUMENTED       NJGS
 DI3334
 DI3334                          STATION DESCRIPTION
 DI3334
 DI3334'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3334'THE STATION IS LOCATED IN THE CITY OF WOODBURY ON THE NORTHWEST SIDE
 DI3334'OF SOUTH BROAD  STREET, STATE ROUTE 45.
 DI3334'
 DI3334'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3334'ROUTE 45 AND  DELAWARE STREET, COUNTY ROAD 534, GO SOUTHWEST ON STATE
 DI3334'ROUTE 45 FOR 0.90 MI (1.45 KM)  TO THE STATION ON THE RIGHT, SET FLUSH
 DI3334'IN A DRILL HOLE ON THE SOUTHEAST SIDE OF THE  NORTHWEST ONE OF TWO
 DI3334'RECTANGULAR CONCRETE BASES WITH IMBEDDED STEEL COLUMNS  SUPPORTING A
 DI3334'VERY LARGE AND TALL SIGN FOR ACME SUPERMARKET.
 DI3334'
 DI3334'THE STATION IS 13.0 M (42.7 FT) NORTHWEST FROM THE NORTHWEST CURB OF
 DI3334'STATE ROUTE 45, 0.25  M (0.8 FT) SOUTHEAST FROM AND NORMAL TO THE
 DI3334'SOUTHEAST FACE OF THE STEEL COLUMN, 0.7 M (2.3  FT) NORTHEAST FROM THE
 DI3334'SOUTHWEST EDGE OF THE RECTANGULAR CONCRETE BASE AND 0.7 M (2.3  FT)
 DI3334'SOUTHWEST FROM THE NORTHEAST EDGE OF THE RECTANGULAR CONCRETE BASE.
 DI3334'THE STATION  IS SET ABOUT 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 DI3334'ASPHALT PAVED PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3355 ***********************************************************************
 DI3355  DESIGNATION -  8 P 4
 DI3355  PID         -  DI3355
 DI3355  STATE/COUNTY-  NJ/GLOUCESTER
 DI3355  COUNTRY     -  US
 DI3355  USGS QUAD   -  PITMAN WEST (2019)
 DI3355
 DI3355                         *CURRENT SURVEY CONTROL
 DI3355  ______________________________________________________________________
 DI3355* NAD 83(1986) POSITION- 39 43 27.     (N) 075 13 16.     (W)   SCALED
 DI3355* NAVD 88 ORTHO HEIGHT -    27.594 (meters)       90.53  (feet) ADJUSTED
 DI3355  ______________________________________________________________________
 DI3355  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 DI3355  DYNAMIC HEIGHT  -         27.581 (meters)       90.49  (feet) COMP
 DI3355  MODELED GRAVITY -    980,146.8   (mgal)                       NAVD 88
 DI3355
 DI3355  VERT ORDER      -  FIRST     CLASS II
 DI3355
 DI3355.The horizontal coordinates were scaled from a map and have
 DI3355.an estimated accuracy of +/- 6 seconds.
 DI3355
 DI3355.The orthometric height was determined by differential leveling and
 DI3355.adjusted by the NATIONAL GEODETIC SURVEY
 DI3355.in June 2007.
 DI3355
 DI3355.No vertical observational check was made to the station.
 DI3355
 DI3355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3355.GEOID18 height accuracy estimate available here.
 DI3355
 DI3355.Click photographs - Photos may exist for this station.
 DI3355
 DI3355.The dynamic height is computed by dividing the NAVD 88
 DI3355.geopotential number by the normal gravity value computed on the
 DI3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3355.degrees latitude (g = 980.6199 gals.).
 DI3355
 DI3355.The modeled gravity was interpolated from observed gravity values.
 DI3355
 DI3355;                    North         East    Units  Estimated Accuracy
 DI3355;SPC NJ       -    99,140.       88,180.      MT  (+/- 180 meters Scaled)
 DI3355
 DI3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ810971(NAD 83)
 DI3355
 DI3355                          SUPERSEDED SURVEY CONTROL
 DI3355
 DI3355.No superseded survey control is available for this station.
 DI3355
 DI3355_MARKER: DD = SURVEY DISK
 DI3355_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3355+WITH SETTING: PAVEMENT
 DI3355_SP_SET: TRAFFIC SIGNAL FOUNDATION
 DI3355_STAMPING: 8 P 4 2006
 DI3355_MARK LOGO: NJGS
 DI3355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3355+STABILITY: SURFACE MOTION
 DI3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3355+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 DI3355
 DI3355  HISTORY     - Date     Condition        Report By
 DI3355  HISTORY     - 20060505 MONUMENTED       NJGS
 DI3355
 DI3355                          STATION DESCRIPTION
 DI3355
 DI3355'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3355'THE STATION IS LOCATED IN HARRISON TOWNSHIP, ON THE WEST SIDE OF STATE
 DI3355'ROUTE 77  (BRIDGETON PARKWAY).
 DI3355'
 DI3355'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 77,
 DI3355'SOUTH OF MULLICA HILL,  GO 0.55 MI (0.88 KM) SOUTH ON ROUTE 77 TO THE
 DI3355'STATION ON THE RIGHT, SET IN A DRILL HOLE IN THE  SOUTHEAST CORNER OF
 DI3355'THE FOUNDATION BASE FOR A TRAFFIC SIGNAL MAST AT THE NORTHWEST  CORNER
 DI3355'OF THE DRIVEWAY ENTRANCE TO A PARKING LOT FOR THE ATHLETIC FIELDS AND
 DI3355'PARK.  THE  ENTRANCE IS OPPOSITE THE ENTRANCE TO THE MULLICA HILL
 DI3355'PLAZA SHOPPING CENTER ON NJ  ROUTE 77.
 DI3355'
 DI3355'THE STATION IS 14.4 M (47.2 FT) SOUTHWEST OF THE CENTERLINE OF ROUTE
 DI3355'77, 8.8 M (28.9 FT)  NORTHWEST OF THE CENTERLINE OF THE PARKING LOT
 DI3355'ENTRANCE ROAD, 10.1 M (33.1 FT) SOUTHEAST  OF POLE NUMBER G35986, 3.7
 DI3355'M (12.1 FT) SOUTHWEST OF THE SOUTHWEST CURB OF ROUTE 77.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7287 ***********************************************************************
 DM7287  DESIGNATION -  8 P 4
 DM7287  PID         -  DM7287
 DM7287  STATE/COUNTY-  NJ/GLOUCESTER
 DM7287  COUNTRY     -  US
 DM7287  USGS QUAD   -  WOODBURY (2019)
 DM7287
 DM7287                         *CURRENT SURVEY CONTROL
 DM7287  ______________________________________________________________________
 DM7287* NAD 83(1986) POSITION- 39 47 19.     (N) 075 07 31.     (W)   SCALED
 DM7287* NAVD 88 ORTHO HEIGHT -    12.487 (meters)       40.97  (feet) ADJUSTED
 DM7287  ______________________________________________________________________
 DM7287  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 DM7287  DYNAMIC HEIGHT  -         12.481 (meters)       40.95  (feet) COMP
 DM7287  MODELED GRAVITY -    980,163.1   (mgal)                       NAVD 88
 DM7287
 DM7287  VERT ORDER      -  FIRST     CLASS II
 DM7287
 DM7287.The horizontal coordinates were scaled from a map and have
 DM7287.an estimated accuracy of +/- 6 seconds.
 DM7287
 DM7287.The orthometric height was determined by differential leveling and
 DM7287.adjusted by the NATIONAL GEODETIC SURVEY
 DM7287.in May 2012.
 DM7287
 DM7287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7287.GEOID18 height accuracy estimate available here.
 DM7287
 DM7287.Click photographs - Photos may exist for this station.
 DM7287
 DM7287.The dynamic height is computed by dividing the NAVD 88
 DM7287.geopotential number by the normal gravity value computed on the
 DM7287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7287.degrees latitude (g = 980.6199 gals.).
 DM7287
 DM7287.The modeled gravity was interpolated from observed gravity values.
 DM7287
 DM7287;                    North         East    Units  Estimated Accuracy
 DM7287;SPC NJ       -   106,230.       96,450.      MT  (+/- 180 meters Scaled)
 DM7287
 DM7287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK892043(NAD 83)
 DM7287
 DM7287                          SUPERSEDED SURVEY CONTROL
 DM7287
 DM7287.No superseded survey control is available for this station.
 DM7287
 DM7287_MARKER: DD = SURVEY DISK
 DM7287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7287_SP_SET: UTILITIES CHAMBER BASE
 DM7287_STAMPING: 8 P 4 2009
 DM7287_MARK LOGO: NJGS
 DM7287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7287+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2009
 DM7287
 DM7287  HISTORY     - Date     Condition        Report By
 DM7287  HISTORY     - 20090831 MONUMENTED       NJGS
 DM7287
 DM7287                          STATION DESCRIPTION
 DM7287
 DM7287'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM7287'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP, SET IN A DRILL HOLE IN AN
 DM7287'UTILITIES CHAMBER WITH AN ACCESS DOOR ON THE NORTH SIDE OF THE
 DM7287'ENTRANCE ROAD LEADING TO THE GLOUCESTER COUNTY INSTITUTE OF
 DM7287'TECHNOLOGY.
 DM7287'
 DM7287'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE 47 AND NJ ROUTE 55
 DM7287'(EXIT 56), GO 0.25 MI (0.4 KM) NORTHWEST FROM THE BRIDGE CENTER O THE
 DM7287'JUNCTION WITH BANKBRIDGE ROAD.  TURN LEFT AND GO 0.65 MI (1.0 KM)
 DM7287'SOUTH-SOUTHWEST TO THE JUNCTION WITH TANYARD ROAD.  TURN LEFT AND GO
 DM7287'0.3 MI (0.5 KM) SOUTH ON TANYARD ROAD TO THE ENTRANCE ROAD ON THE
 DM7287'LEFT.  TURN LEFT AND GO ABOUT 75 FT (22.9 M) TO THE STATION ON THE
 DM7287'LEFT.
 DM7287'
 DM7287'THE STATION IS 6.4 M (21.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 DM7287'ENTRANCE ROAD, 3.4 M (11.2 FT) NORTHWEST OF A FIRE HYDRANT, 41.5 M
 DM7287'(136.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, 11.8
 DM7287'M (38.7 FT) NORTHEAST OF LIGHT POLE 73.5 M (241.1 FT) SOUTHEAST OF THE
 DM7287'CENTERLINE OF TANYARD ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3294 ***********************************************************************
 DI3294  DESIGNATION -  8 Q 2
 DI3294  PID         -  DI3294
 DI3294  STATE/COUNTY-  NJ/GLOUCESTER
 DI3294  COUNTRY     -  US
 DI3294  USGS QUAD   -  PITMAN WEST (2019)
 DI3294
 DI3294                         *CURRENT SURVEY CONTROL
 DI3294  ______________________________________________________________________
 DI3294* NAD 83(1986) POSITION- 39 42 28.4    (N) 075 09 12.0    (W)   HD_HELD2
 DI3294* NAVD 88 ORTHO HEIGHT -    45.694 (meters)      149.91  (feet) ADJUSTED
 DI3294  ______________________________________________________________________
 DI3294  GEOID HEIGHT    -        -33.211 (meters)                     GEOID18
 DI3294  DYNAMIC HEIGHT  -         45.671 (meters)      149.84  (feet) COMP
 DI3294  MODELED GRAVITY -    980,142.4   (mgal)                       NAVD 88
 DI3294
 DI3294  VERT ORDER      -  FIRST     CLASS II
 DI3294
 DI3294.The horizontal coordinates were established by autonomous hand held GPS
 DI3294.observations and have an estimated accuracy of +/- 10 meters.
 DI3294
 DI3294.The orthometric height was determined by differential leveling and
 DI3294.adjusted by the NATIONAL GEODETIC SURVEY
 DI3294.in June 2007.
 DI3294
 DI3294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3294.GEOID18 height accuracy estimate available here.
 DI3294
 DI3294.Click photographs - Photos may exist for this station.
 DI3294
 DI3294.The dynamic height is computed by dividing the NAVD 88
 DI3294.geopotential number by the normal gravity value computed on the
 DI3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3294.degrees latitude (g = 980.6199 gals.).
 DI3294
 DI3294.The modeled gravity was interpolated from observed gravity values.
 DI3294
 DI3294;                    North         East    Units  Estimated Accuracy
 DI3294;SPC NJ       -    97,288.       93,978.      MT  (+/- 10 meters HH2 GPS)
 DI3294
 DI3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8685595347(NAD 83)
 DI3294
 DI3294                          SUPERSEDED SURVEY CONTROL
 DI3294
 DI3294.No superseded survey control is available for this station.
 DI3294
 DI3294_MARKER: DD = SURVEY DISK
 DI3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3294_STAMPING: 8 Q 2 2003
 DI3294_MARK LOGO: NJGS
 DI3294_PROJECTION: FLUSH
 DI3294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3294+STABILITY: SURFACE MOTION
 DI3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3294+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3294
 DI3294  HISTORY     - Date     Condition        Report By
 DI3294  HISTORY     - UNK      MONUMENTED       NJDT
 DI3294  HISTORY     - 20030612 GOOD             NJGS
 DI3294  HISTORY     - 20110512 GOOD             NJGS
 DI3294
 DI3294                          STATION DESCRIPTION
 DI3294
 DI3294'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3294'THE STATION IS LOCATED IN HARRISON TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3294'OF STATE ROUTE  55 AT MILEPOST 49.72.
 DI3294'
 DI3294'THE STATION IS 21.5 M (70.5 FT) WEST FROM THE WEST EDGE OF THE
 DI3294'NORTHBOUND LANES, 19.4 M  (63.6 FT) EAST FROM THE EAST EDGE OF THE
 DI3294'SOUTHBOUND LANES, 74.9 M (245.7 FT) NORTH AND  NORMAL TO ALONG THE
 DI3294'CENTER MEDIAN FROM A CONCRETE FLARED END SECTION DRAINAGE PIPE,  11.3
 DI3294'M (37.1 FT) NORTH AND NORMAL TO ALONG THE CENTER MEDIAN FROM A LARGE
 DI3294'BLUE PAINTED  TRAFFIC SIGN, GAS FOOD EXIT 50 A, ON THE EAST SIDE OF
 DI3294'THE NORTHBOUND LANES, 16.0 M (52.5 FT)  SOUTH AND NORMAL TO ALONG THE
 DI3294'CENTER MEDIAN FROM A LARGE BILLBOARD ADVERTISEMENT  FOR SOUTH JERSEY
 DI3294'HEALTHCARE ON THE WEST SIDE OF THE SOUTHBOUND LANES AND 0.4 M (1.3 FT)
 DI3294'EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 DI3294
 DI3294                          STATION RECOVERY (2011)
 DI3294
 DI3294'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3294'THE STATION IS NOW 0.3 METERS SOUTH OF A METAL WITNESS POST WITH A
 DI3294'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3358 ***********************************************************************
 DI3358  DESIGNATION -  8 Q 3
 DI3358  PID         -  DI3358
 DI3358  STATE/COUNTY-  NJ/GLOUCESTER
 DI3358  COUNTRY     -  US
 DI3358  USGS QUAD   -  WOODBURY (2019)
 DI3358
 DI3358                         *CURRENT SURVEY CONTROL
 DI3358  ______________________________________________________________________
 DI3358* NAD 83(1986) POSITION- 39 50 33.     (N) 075 10 17.     (W)   SCALED
 DI3358* NAVD 88 ORTHO HEIGHT -     8.757 (meters)       28.73  (feet) ADJUSTED
 DI3358  ______________________________________________________________________
 DI3358  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 DI3358  DYNAMIC HEIGHT  -          8.753 (meters)       28.72  (feet) COMP
 DI3358  MODELED GRAVITY -    980,176.1   (mgal)                       NAVD 88
 DI3358
 DI3358  VERT ORDER      -  FIRST     CLASS II
 DI3358
 DI3358.The horizontal coordinates were scaled from a map and have
 DI3358.an estimated accuracy of +/- 6 seconds.
 DI3358
 DI3358.The orthometric height was determined by differential leveling and
 DI3358.adjusted by the NATIONAL GEODETIC SURVEY
 DI3358.in June 2007.
 DI3358
 DI3358.No vertical observational check was made to the station.
 DI3358
 DI3358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3358.GEOID18 height accuracy estimate available here.
 DI3358
 DI3358.Click photographs - Photos may exist for this station.
 DI3358
 DI3358.The dynamic height is computed by dividing the NAVD 88
 DI3358.geopotential number by the normal gravity value computed on the
 DI3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3358.degrees latitude (g = 980.6199 gals.).
 DI3358
 DI3358.The modeled gravity was interpolated from observed gravity values.
 DI3358
 DI3358;                    North         East    Units  Estimated Accuracy
 DI3358;SPC NJ       -   112,240.       92,540.      MT  (+/- 180 meters Scaled)
 DI3358
 DI3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK853102(NAD 83)
 DI3358
 DI3358                          SUPERSEDED SURVEY CONTROL
 DI3358
 DI3358.No superseded survey control is available for this station.
 DI3358
 DI3358_MARKER: DD = SURVEY DISK
 DI3358_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3358_SP_SET: CURB
 DI3358_STAMPING: 8 Q 3 2006
 DI3358_MARK LOGO: NJGS
 DI3358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3358+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 DI3358
 DI3358  HISTORY     - Date     Condition        Report By
 DI3358  HISTORY     - 20060411 MONUMENTED       NJGS
 DI3358
 DI3358                          STATION DESCRIPTION
 DI3358
 DI3358'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3358'THE STATION IS LOCATED IN WEST DEPTFORD TOWNSHIP ON THE SOUTHEAST
 DI3358'CORNER OF  DELAWARE STREET (COUNTY ROUTE 534)  AND QUEEN STREET, SET
 DI3358'IN THE CURB FACING QUEEN  STREET.
 DI3358'
 DI3358'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 45 AND DELAWARE
 DI3358'STREET IN  WOODBURY, GO 1.0 MI (1.61 KM) WEST ON DELAWARE STREET TO
 DI3358'THE INTERSECTION AND STATION  ON THE LEFT, EAST OF HOUSE NUMBER 66
 DI3358'DELAWARE AVENUE.  THE STATION IS 10.1 M SOUTH  SOUTHWEST OF THE
 DI3358'CENTERLINE OF DELAWARE AVENUE, 4.5 M WEST OF THE CENTERLINE OF QUEEN
 DI3358'STREET, 13.2 M WEST AND ACROSS THE STREET FROM POLE NUMBER 61032WD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3356 ***********************************************************************
 DI3356  DESIGNATION -  8 Q 4
 DI3356  PID         -  DI3356
 DI3356  STATE/COUNTY-  NJ/GLOUCESTER
 DI3356  COUNTRY     -  US
 DI3356  USGS QUAD   -  PITMAN WEST (2019)
 DI3356
 DI3356                         *CURRENT SURVEY CONTROL
 DI3356  ______________________________________________________________________
 DI3356* NAD 83(1986) POSITION- 39 43 10.62   (N) 075 12 52.97   (W)   HD_HELD1
 DI3356* NAVD 88 ORTHO HEIGHT -    34.410 (meters)      112.89  (feet) ADJUSTED
 DI3356  ______________________________________________________________________
 DI3356  GEOID HEIGHT    -        -33.174 (meters)                     GEOID18
 DI3356  DYNAMIC HEIGHT  -         34.394 (meters)      112.84  (feet) COMP
 DI3356  MODELED GRAVITY -    980,145.7   (mgal)                       NAVD 88
 DI3356
 DI3356  VERT ORDER      -  FIRST     CLASS II
 DI3356
 DI3356.The horizontal coordinates were determined by differentially corrected
 DI3356.hand held GPS observations or other comparable positioning techniques
 DI3356.and have an estimated accuracy of +/- 3 meters.
 DI3356
 DI3356.The orthometric height was determined by differential leveling and
 DI3356.adjusted by the NATIONAL GEODETIC SURVEY
 DI3356.in June 2007.
 DI3356
 DI3356.No vertical observational check was made to the station.
 DI3356
 DI3356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3356.GEOID18 height accuracy estimate available here.
 DI3356
 DI3356.Click photographs - Photos may exist for this station.
 DI3356
 DI3356.The dynamic height is computed by dividing the NAVD 88
 DI3356.geopotential number by the normal gravity value computed on the
 DI3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3356.degrees latitude (g = 980.6199 gals.).
 DI3356
 DI3356.The modeled gravity was interpolated from observed gravity values.
 DI3356
 DI3356;                    North         East    Units  Estimated Accuracy
 DI3356;SPC NJ       -    98,630.2      88,724.8     MT  (+/- 3 meters HH1 GPS) 
 DI3356
 DI3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8159796660(NAD 83)
 DI3356
 DI3356                          SUPERSEDED SURVEY CONTROL
 DI3356
 DI3356.No superseded survey control is available for this station.
 DI3356
 DI3356_MARKER: DD = SURVEY DISK
 DI3356_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3356_SP_SET: CURB
 DI3356_STAMPING: 8 Q 4 2006
 DI3356_MARK LOGO: NJGS
 DI3356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3356+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 DI3356
 DI3356  HISTORY     - Date     Condition        Report By
 DI3356  HISTORY     - 20060505 MONUMENTED       NJGS
 DI3356
 DI3356                          STATION DESCRIPTION
 DI3356
 DI3356'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3356'THE STATION IS LOCATED IN HARRISON TOWNSHIP, ON THE EAST SIDE OF STATE
 DI3356'ROUTE 77  (BRIDGETON PARKWAY).
 DI3356'
 DI3356'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 77,
 DI3356'SOUTH OF MULLICA HILL,  GO 1.05 MI (1.68 KM) SOUTH ON ROUTE 77 TO THE
 DI3356'STATION ON THE LEFT, SET IN A DRILL HOLE IN THE  NORTHERLY CURB PIECE
 DI3356'FOR AN INLET ON THE NORTHBOUND LANES OF ROUTE 77.
 DI3356'
 DI3356'THE STATION IS 6.4 M (21.0 FT) EAST OF THE CENTERLINE OF ROUTE 77, 6.2
 DI3356'M (20.3 FT) NORTH OF POLE  NUMBER 9001, 10.9 M SOUTH OF THE RANGE OF
 DI3356'THE SOUTH WALL OF HOUSE NUMBER 204 ON THE  WEST SIDE OF ROUTE 77, 20.0
 DI3356'M (65.6 FT) NORTH OF THE CENTERLINE OF THE NORTHERLY DRIVEWAY  LEADING
 DI3356'FROM HOUSE NUMBER 205.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7284 ***********************************************************************
 DM7284  DESIGNATION -  8 Q 4
 DM7284  PID         -  DM7284
 DM7284  STATE/COUNTY-  NJ/GLOUCESTER
 DM7284  COUNTRY     -  US
 DM7284  USGS QUAD   -  WOODBURY (2019)
 DM7284
 DM7284                         *CURRENT SURVEY CONTROL
 DM7284  ______________________________________________________________________
 DM7284* NAD 83(1986) POSITION- 39 46 45.     (N) 075 07 39.     (W)   SCALED
 DM7284* NAVD 88 ORTHO HEIGHT -    22.014 (meters)       72.22  (feet) ADJUSTED
 DM7284  ______________________________________________________________________
 DM7284  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 DM7284  DYNAMIC HEIGHT  -         22.004 (meters)       72.19  (feet) COMP
 DM7284  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 DM7284
 DM7284  VERT ORDER      -  FIRST     CLASS II
 DM7284
 DM7284.The horizontal coordinates were scaled from a map and have
 DM7284.an estimated accuracy of +/- 6 seconds.
 DM7284
 DM7284.The orthometric height was determined by differential leveling and
 DM7284.adjusted by the NATIONAL GEODETIC SURVEY
 DM7284.in May 2012.
 DM7284
 DM7284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7284.GEOID18 height accuracy estimate available here.
 DM7284
 DM7284.Click photographs - Photos may exist for this station.
 DM7284
 DM7284.The dynamic height is computed by dividing the NAVD 88
 DM7284.geopotential number by the normal gravity value computed on the
 DM7284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7284.degrees latitude (g = 980.6199 gals.).
 DM7284
 DM7284.The modeled gravity was interpolated from observed gravity values.
 DM7284
 DM7284;                    North         East    Units  Estimated Accuracy
 DM7284;SPC NJ       -   105,190.       96,250.      MT  (+/- 180 meters Scaled)
 DM7284
 DM7284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK890032(NAD 83)
 DM7284
 DM7284                          SUPERSEDED SURVEY CONTROL
 DM7284
 DM7284.No superseded survey control is available for this station.
 DM7284
 DM7284_MARKER: DD = SURVEY DISK
 DM7284_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM7284_STAMPING: 8 Q 4 2009
 DM7284_MARK LOGO: NJGS
 DM7284_PROJECTION: RECESSED 30 CENTIMETERS
 DM7284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7284+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2009
 DM7284
 DM7284  HISTORY     - Date     Condition        Report By
 DM7284  HISTORY     - UNK      MONUMENTED       NONE
 DM7284  HISTORY     - 20090831 GOOD             NJGS
 DM7284
 DM7284                          STATION DESCRIPTION
 DM7284
 DM7284'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DM7284'THE STATION, A GLOUCESTER COUNTY ENGINEERS DEPARTMENT DISK IN A SQUARE
 DM7284'POST, IS LOCATED IN DEPTFORD TOWNSHIP, A PROPERTY LINE MONUMENT CORNER
 DM7284'AT THE NORTHEAST CORNER OF THE PROPERTY OF THE GLOUCESTER COUNTY
 DM7284'OFFICE OF EDUCATION.
 DM7284'
 DM7284'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE 47 AND NJ ROUTE 55
 DM7284'(EXIT 56), GO 0.25 MI (0.4 KM) NORTHWEST FROM THE BRIDGE CENTER O THE
 DM7284'JUNCTION WITH BANKBRIDGE ROAD.  TURN LEFT AND GO 0.65 MI (1.0 KM)
 DM7284'SOUTH-SOUTHWEST TO THE JUNCTION WITH TANYARD ROAD.  TURN LEFT AND GO
 DM7284'0.95 MI (1.5 KM) SOUTH TO THE ENTRANCE DRIVEWAY TO THE GLOUCESTER
 DM7284'COUNTY OFFICE OF EDUCATION ON THE LEFT.  TURN LEFT AND GO ABOUT 450 FT
 DM7284'(137.2 M) TO THE STATION NEAR THE NORTHEAST CORNER OF THE PARKING LOT.
 DM7284'THE STATION IS 28.5 M (93.5 FT) EAST-NORTHEAST OF THE OF THE NORTHEAST
 DM7284'CORNER OF A WOODEN STORAGE SHED ON THE NORTH SIDE OF THE PARKING LOT,
 DM7284'33.3 M (109.3 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A CHAIN
 DM7284'LINK FENCE SURROUNDING A WIFFLEBALL PLAYGROUND, 31.2 M (102.4 FT)
 DM7284'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE ABOVE MENTIONED FENCE,
 DM7284'26.6 M (87.3 FT) NORTH-NORTHEAST OF THE NORTH END OF THE TANGENT FOR A
 DM7284'DETENTION BASIN, 29.1 M (95.5 FT) NORTHEAST OF THE NORTH END OF THE
 DM7284'CURBLINE FOR THE PARKING LOT NEAR THE NORTH END OF A ROW OF PINE
 DM7284'TREES.  THE STATION IS ABOUT 6 INCH (15 CM) BELOW THE GROUND, 0.1 M
 DM7284'(0.3 FT) WEST OF A NJGS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3259 ***********************************************************************
 DI3259  DESIGNATION -  8 R 1
 DI3259  PID         -  DI3259
 DI3259  STATE/COUNTY-  NJ/GLOUCESTER
 DI3259  COUNTRY     -  US
 DI3259  USGS QUAD   -  WOODBURY (2019)
 DI3259
 DI3259                         *CURRENT SURVEY CONTROL
 DI3259  ______________________________________________________________________
 DI3259* NAD 83(1986) POSITION- 39 45 02.99   (N) 075 08 20.66   (W)   HD_HELD1
 DI3259* NAVD 88 ORTHO HEIGHT -    19.368 (meters)       63.54  (feet) ADJUSTED
 DI3259  ______________________________________________________________________
 DI3259  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 DI3259  DYNAMIC HEIGHT  -         19.359 (meters)       63.51  (feet) COMP
 DI3259  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 DI3259
 DI3259  VERT ORDER      -  FIRST     CLASS II
 DI3259
 DI3259.The horizontal coordinates were determined by differentially corrected
 DI3259.hand held GPS observations or other comparable positioning techniques
 DI3259.and have an estimated accuracy of +/- 3 meters.
 DI3259
 DI3259.The orthometric height was determined by differential leveling and
 DI3259.adjusted by the NATIONAL GEODETIC SURVEY
 DI3259.in June 2007.
 DI3259
 DI3259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3259.GEOID18 height accuracy estimate available here.
 DI3259
 DI3259.Click photographs - Photos may exist for this station.
 DI3259
 DI3259.The dynamic height is computed by dividing the NAVD 88
 DI3259.geopotential number by the normal gravity value computed on the
 DI3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3259.degrees latitude (g = 980.6199 gals.).
 DI3259
 DI3259.The modeled gravity was interpolated from observed gravity values.
 DI3259
 DI3259;                    North         East    Units  Estimated Accuracy
 DI3259;SPC NJ       -   102,046.6      95,234.6     MT  (+/- 3 meters HH1 GPS) 
 DI3259
 DI3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8808500111(NAD 83)
 DI3259
 DI3259                          SUPERSEDED SURVEY CONTROL
 DI3259
 DI3259.No superseded survey control is available for this station.
 DI3259
 DI3259_MARKER: DD = SURVEY DISK
 DI3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3259_STAMPING: 8 R 1 2003
 DI3259_MARK LOGO: NJGS
 DI3259_PROJECTION: FLUSH
 DI3259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3259+STABILITY: SURFACE MOTION
 DI3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3259+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3259
 DI3259  HISTORY     - Date     Condition        Report By
 DI3259  HISTORY     - UNK      MONUMENTED       NJDT
 DI3259  HISTORY     - 20030604 GOOD             NJGS
 DI3259  HISTORY     - 20110512 GOOD             NJGS
 DI3259
 DI3259                          STATION DESCRIPTION
 DI3259
 DI3259'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3259'THE STATION IS LOCATED IN MANTUA TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3259'OF STATE ROUTE 55  AT MILEPOST 52.9.
 DI3259'
 DI3259'THE STATION IS 3.7 M (12.1 FT) SOUTHEAST FROM THE EAST EDGE OF THE
 DI3259'SOUTHBOUND LANES, 6.6 M  (21.7 FT) SOUTHWEST AND NORMAL TO ALONG THE
 DI3259'CENTER MEDIAN FROM A TRAFFIC SIGN FOR  MILEPOST 52.9 ON THE WEST SIDE
 DI3259'OF THE SOUTHBOUND LANES, 3.0 M (9.8 FT) SOUTHWEST AND  NORMAL TO ALONG
 DI3259'THE CENTER MEDIAN FROM A GREEN PAINTED TRAFFIC SIGN, SPEED LIMIT 65,
 DI3259'ON  THE WEST SIDE OF THE SOUTHBOUND LANES, 19.2 M (63.0 FT) NORTHWEST
 DI3259'FROM THE WEST EDGE OF  THE NORTHBOUND LANES AND 0.3 M (1.0 FT) EAST
 DI3259'FROM A METAL WITNESS POST WITH SIGN  ATTACHED.
 DI3259
 DI3259                          STATION RECOVERY (2011)
 DI3259
 DI3259'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3259'THE STATION IS NOW 0.3 METERS SOUTHWEST OF A METAL WITNESS POST WITH
 DI3259'A SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3295 ***********************************************************************
 DI3295  DESIGNATION -  8 R 2
 DI3295  PID         -  DI3295
 DI3295  STATE/COUNTY-  NJ/GLOUCESTER
 DI3295  COUNTRY     -  US
 DI3295  USGS QUAD   -  PITMAN WEST (2019)
 DI3295
 DI3295                         *CURRENT SURVEY CONTROL
 DI3295  ______________________________________________________________________
 DI3295* NAD 83(1986) POSITION- 39 42 38.9    (N) 075 09 16.1    (W)   HD_HELD2
 DI3295* NAVD 88 ORTHO HEIGHT -    45.591 (meters)      149.58  (feet) ADJUSTED
 DI3295  ______________________________________________________________________
 DI3295  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 DI3295  DYNAMIC HEIGHT  -         45.569 (meters)      149.50  (feet) COMP
 DI3295  MODELED GRAVITY -    980,143.1   (mgal)                       NAVD 88
 DI3295
 DI3295  VERT ORDER      -  FIRST     CLASS II
 DI3295
 DI3295.The horizontal coordinates were established by autonomous hand held GPS
 DI3295.observations and have an estimated accuracy of +/- 10 meters.
 DI3295
 DI3295.The orthometric height was determined by differential leveling and
 DI3295.adjusted by the NATIONAL GEODETIC SURVEY
 DI3295.in June 2007.
 DI3295
 DI3295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3295.GEOID18 height accuracy estimate available here.
 DI3295
 DI3295.Click photographs - Photos may exist for this station.
 DI3295
 DI3295.The dynamic height is computed by dividing the NAVD 88
 DI3295.geopotential number by the normal gravity value computed on the
 DI3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3295.degrees latitude (g = 980.6199 gals.).
 DI3295
 DI3295.The modeled gravity was interpolated from observed gravity values.
 DI3295
 DI3295;                    North         East    Units  Estimated Accuracy
 DI3295;SPC NJ       -    97,613.       93,882.      MT  (+/- 10 meters HH2 GPS)
 DI3295
 DI3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8675895671(NAD 83)
 DI3295
 DI3295                          SUPERSEDED SURVEY CONTROL
 DI3295
 DI3295.No superseded survey control is available for this station.
 DI3295
 DI3295_MARKER: DD = SURVEY DISK
 DI3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3295_STAMPING: 8 R 2 2003
 DI3295_MARK LOGO: NJGS
 DI3295_PROJECTION: FLUSH
 DI3295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3295+STABILITY: SURFACE MOTION
 DI3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3295+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3295
 DI3295  HISTORY     - Date     Condition        Report By
 DI3295  HISTORY     - UNK      MONUMENTED       NJDT
 DI3295  HISTORY     - 20030616 GOOD             NJGS
 DI3295  HISTORY     - 20110512 GOOD             NJGS
 DI3295
 DI3295                          STATION DESCRIPTION
 DI3295
 DI3295'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3295'THE STATION IS LOCATED IN HARRISON TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3295'OF STATE ROUTE  55 AT MILEPOST 49.93.
 DI3295'
 DI3295'THE STATION IS 11.5 M (37.7 FT) EAST FROM THE EAST EDGE OF THE
 DI3295'SOUTHBOUND LANES, 11.6 M (38.1  FT) WEST FROM THE WEST EDGE OF THE
 DI3295'NORTHBOUND LANES, 23.3 M (76.4 FT) SOUTH AND NORMAL  TO ALONG THE
 DI3295'CENTER MEDIAN FROM A WHITE PAINTED TRAFFIC SIGN, KEEP RIGHT EXCEPT TO
 DI3295'PASS,  ON THE EAST SIDE OF THE SOUTHBOUND LANES AND 0.3 M (1.0 FT)
 DI3295'WEST FROM A METAL WITNESS  POST WITH SIGN ATTACHED.
 DI3295
 DI3295                          STATION RECOVERY (2011)
 DI3295
 DI3295'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3295'THE STATION IS NOW 0.3 METERS SOUTH OF A METAL WITNESS POST WITH A
 DI3295'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3335 ***********************************************************************
 DI3335  DESIGNATION -  8 R 3
 DI3335  PID         -  DI3335
 DI3335  STATE/COUNTY-  NJ/GLOUCESTER
 DI3335  COUNTRY     -  US
 DI3335  USGS QUAD   -  WOODBURY (2019)
 DI3335
 DI3335                         *CURRENT SURVEY CONTROL
 DI3335  ______________________________________________________________________
 DI3335* NAD 83(1986) POSITION- 39 50 19.     (N) 075 10 00.     (W)   SCALED
 DI3335* NAVD 88 ORTHO HEIGHT -     4.347 (meters)       14.26  (feet) ADJUSTED
 DI3335  ______________________________________________________________________
 DI3335  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 DI3335  DYNAMIC HEIGHT  -          4.345 (meters)       14.26  (feet) COMP
 DI3335  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 DI3335
 DI3335  VERT ORDER      -  FIRST     CLASS II
 DI3335
 DI3335.The horizontal coordinates were scaled from a map and have
 DI3335.an estimated accuracy of +/- 6 seconds.
 DI3335
 DI3335.The orthometric height was determined by differential leveling and
 DI3335.adjusted by the NATIONAL GEODETIC SURVEY
 DI3335.in June 2007.
 DI3335
 DI3335.No vertical observational check was made to the station.
 DI3335
 DI3335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3335.GEOID18 height accuracy estimate available here.
 DI3335
 DI3335.Click photographs - Photos may exist for this station.
 DI3335
 DI3335.The dynamic height is computed by dividing the NAVD 88
 DI3335.geopotential number by the normal gravity value computed on the
 DI3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3335.degrees latitude (g = 980.6199 gals.).
 DI3335
 DI3335.The modeled gravity was interpolated from observed gravity values.
 DI3335
 DI3335;                    North         East    Units  Estimated Accuracy
 DI3335;SPC NJ       -   111,810.       92,940.      MT  (+/- 180 meters Scaled)
 DI3335
 DI3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK857098(NAD 83)
 DI3335
 DI3335                          SUPERSEDED SURVEY CONTROL
 DI3335
 DI3335.No superseded survey control is available for this station.
 DI3335
 DI3335_MARKER: DD = SURVEY DISK
 DI3335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI3335_SP_SET: BRIDGE SIDEWALK
 DI3335_STAMPING: 8 R 3 2003
 DI3335_MARK LOGO: NJGS
 DI3335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3335+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 DI3335
 DI3335  HISTORY     - Date     Condition        Report By
 DI3335  HISTORY     - 20030826 MONUMENTED       NJGS
 DI3335
 DI3335                          STATION DESCRIPTION
 DI3335
 DI3335'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3335'THE STATION IS LOCATED IN THE CITY OF WOODBURY ON THE NORTHWEST SIDE
 DI3335'OF SOUTH GIRARD  STREET, ON THE GROUNDS OF BELL LAKE PARK.
 DI3335'
 DI3335'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3335'ROUTE 45 AND  DELAWARE STREET, COUNTY ROAD 534, GO NORTHWEST ON
 DI3335'DELAWARE STREET FOR 0.70 MI (1.13 KM)  TO THE INTERSECTION WITH SOUTH
 DI3335'GIRARD STREET ON THE LEFT.  TURN LEFT AND GO SOUTHWEST  ON SOUTH
 DI3335'GIRARD STREET FOR 0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT, SET
 DI3335'FLUSH IN A  DRILL HOLE IN THE NORTHWEST CORNER BRIDGE SIDEWALK OF THE
 DI3335'CULVERT CARRYING SOUTH  GIRARD STREET OVER BELL LAKE.
 DI3335'
 DI3335'THE STATION IS 7.3 M (24.0 FT) SOUTH SOUTHWEST FROM WOOD UTILITY POLE
 DI3335'NUMBER 60119, 6.7 M  (22.0 FT) NORTHWEST FROM THE CENTERLINE OF SOUTH
 DI3335'GIRARD STREET, 19.0 M (62.3 FT) NORTHEAST  FROM THE CENTERLINE OF PARK
 DI3335'DRIVE AND 37.0 M (121.4 FT) SOUTHWEST FROM THE CENTERLINE OF  MYRTLE
 DI3335'AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7285 ***********************************************************************
 DM7285  DESIGNATION -  8 R 4
 DM7285  PID         -  DM7285
 DM7285  STATE/COUNTY-  NJ/GLOUCESTER
 DM7285  COUNTRY     -  US
 DM7285  USGS QUAD   -  WOODBURY (2019)
 DM7285
 DM7285                         *CURRENT SURVEY CONTROL
 DM7285  ______________________________________________________________________
 DM7285* NAD 83(1986) POSITION- 39 46 46.     (N) 075 07 41.     (W)   SCALED
 DM7285* NAVD 88 ORTHO HEIGHT -    20.967 (meters)       68.79  (feet) ADJUSTED
 DM7285  ______________________________________________________________________
 DM7285  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 DM7285  DYNAMIC HEIGHT  -         20.957 (meters)       68.76  (feet) COMP
 DM7285  MODELED GRAVITY -    980,160.7   (mgal)                       NAVD 88
 DM7285
 DM7285  VERT ORDER      -  FIRST     CLASS II
 DM7285
 DM7285.The horizontal coordinates were scaled from a map and have
 DM7285.an estimated accuracy of +/- 6 seconds.
 DM7285
 DM7285.The orthometric height was determined by differential leveling and
 DM7285.adjusted by the NATIONAL GEODETIC SURVEY
 DM7285.in May 2012.
 DM7285
 DM7285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7285.GEOID18 height accuracy estimate available here.
 DM7285
 DM7285.Click photographs - Photos may exist for this station.
 DM7285
 DM7285.The dynamic height is computed by dividing the NAVD 88
 DM7285.geopotential number by the normal gravity value computed on the
 DM7285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7285.degrees latitude (g = 980.6199 gals.).
 DM7285
 DM7285.The modeled gravity was interpolated from observed gravity values.
 DM7285
 DM7285;                    North         East    Units  Estimated Accuracy
 DM7285;SPC NJ       -   105,220.       96,200.      MT  (+/- 180 meters Scaled)
 DM7285
 DM7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK890032(NAD 83)
 DM7285
 DM7285                          SUPERSEDED SURVEY CONTROL
 DM7285
 DM7285.No superseded survey control is available for this station.
 DM7285
 DM7285_MARKER: DD = SURVEY DISK
 DM7285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7285_SP_SET: CULVERT
 DM7285_STAMPING: 8 R 4 2009
 DM7285_MARK LOGO: NJGS
 DM7285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7285+STABILITY: SURFACE MOTION
 DM7285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7285+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2009
 DM7285
 DM7285  HISTORY     - Date     Condition        Report By
 DM7285  HISTORY     - 20090831 MONUMENTED       NJGS
 DM7285
 DM7285                          STATION DESCRIPTION
 DM7285
 DM7285'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM7285'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP, SET IN A DRILL HOLE IN
 DM7285'THE SOUTH CORNER OF A CONCRETE CULVERT FOR A DRAINAGE SWALE ON THE
 DM7285'NORTH SIDE OF THE GLOUCESTER COUNTY OFFICE OF EDUCATION.
 DM7285'
 DM7285'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE 47 AND NJ ROUTE 55
 DM7285'(EXIT 56), GO 0.25 MI (0.4 KM) NORTHWEST FROM THE BRIDGE CENTER O THE
 DM7285'JUNCTION WITH BANKBRIDGE ROAD, TURN LEFT AND GO 0.65 MI (1.0 KM)
 DM7285'SOUTH-SOUTHWEST TO THE JUNCTION WITH TANYARD ROAD, TURN LEFT AND GO
 DM7285'0.95 MI (1.5 KM) SOUTH TO THE ENTRANCE DRIVEWAY TO THE GLOUCESTER
 DM7285'COUNTY OFFICE OF EDUCATION ON THE LEFT, TURN LEFT AND GO ABOUT 280 FT
 DM7285'(85.3 M) TO THE STATION.
 DM7285'
 DM7285'THE STATION IS 280 FT (85.3 M) EAST OF THE CENTERLINE OF TANYARD ROAD,
 DM7285'250 FT (76.2 M) NORTH OF THE NORTH CORNER OF THE NORTH WING FOR THE
 DM7285'BUILDING, 177 FT (53.9 M) NORTHWEST OF PROPERTY LINE CORNER MONUMENT 8
 DM7285'Q 4, 114 FT (34.7 M) NORTH-NORTHEAST OF THE NORTH CURB OF THE PARKING
 DM7285'LOT, 144 FT (43.9 M) EAST-NORTHEAST OF THE NORTHEAST CORNER CURB FOR A
 DM7285'PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3260 ***********************************************************************
 DI3260  DESIGNATION -  8 S 1
 DI3260  PID         -  DI3260
 DI3260  STATE/COUNTY-  NJ/GLOUCESTER
 DI3260  COUNTRY     -  US
 DI3260  USGS QUAD   -  PITMAN WEST (2019)
 DI3260
 DI3260                         *CURRENT SURVEY CONTROL
 DI3260  ______________________________________________________________________
 DI3260* NAD 83(1986) POSITION- 39 44 56.     (N) 075 08 28.     (W)   SCALED
 DI3260* NAVD 88 ORTHO HEIGHT -    20.627 (meters)       67.67  (feet) ADJUSTED
 DI3260  ______________________________________________________________________
 DI3260  GEOID HEIGHT    -        -33.101 (meters)                     GEOID18
 DI3260  DYNAMIC HEIGHT  -         20.617 (meters)       67.64  (feet) COMP
 DI3260  MODELED GRAVITY -    980,152.8   (mgal)                       NAVD 88
 DI3260
 DI3260  VERT ORDER      -  FIRST     CLASS II
 DI3260
 DI3260.The horizontal coordinates were scaled from a map and have
 DI3260.an estimated accuracy of +/- 6 seconds.
 DI3260
 DI3260.The orthometric height was determined by differential leveling and
 DI3260.adjusted by the NATIONAL GEODETIC SURVEY
 DI3260.in June 2007.
 DI3260
 DI3260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3260.GEOID18 height accuracy estimate available here.
 DI3260
 DI3260.Click photographs - Photos may exist for this station.
 DI3260
 DI3260.The dynamic height is computed by dividing the NAVD 88
 DI3260.geopotential number by the normal gravity value computed on the
 DI3260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3260.degrees latitude (g = 980.6199 gals.).
 DI3260
 DI3260.The modeled gravity was interpolated from observed gravity values.
 DI3260
 DI3260;                    North         East    Units  Estimated Accuracy
 DI3260;SPC NJ       -   101,830.       95,060.      MT  (+/- 180 meters Scaled)
 DI3260
 DI3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ879998(NAD 83)
 DI3260
 DI3260                          SUPERSEDED SURVEY CONTROL
 DI3260
 DI3260.No superseded survey control is available for this station.
 DI3260
 DI3260_MARKER: DD = SURVEY DISK
 DI3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3260_STAMPING: 8 S 1 2003
 DI3260_MARK LOGO: NJGS
 DI3260_PROJECTION: FLUSH
 DI3260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3260+STABILITY: SURFACE MOTION
 DI3260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3260+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 DI3260
 DI3260  HISTORY     - Date     Condition        Report By
 DI3260  HISTORY     - UNK      MONUMENTED       NJDT
 DI3260  HISTORY     - 20030604 GOOD             NJGS
 DI3260
 DI3260                          STATION DESCRIPTION
 DI3260
 DI3260'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3260'THE STATION IS LOCATED IN MANTUA TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3260'OF STATE ROUTE 55  AT ABOUT MILEPOST 52.75.
 DI3260'
 DI3260'THE STATION IS 3.8 M (12.5 FT) SOUTHEAST FROM THE EAST EDGE OF THE
 DI3260'SOUTHBOUND LANES, 30.0  M (98.4 FT) NORTHEAST AND NORMAL TO ALONG THE
 DI3260'CENTER MEDIAN FROM A TRAFFIC SIGN FOR  MILEPOST 52.7 ON THE EAST SIDE
 DI3260'OF THE NORTHBOUND LANES AND 0.3 M (1.0 FT) EAST FROM A  METAL WITNESS
 DI3260'POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3296 ***********************************************************************
 DI3296  DESIGNATION -  8 S 2
 DI3296  PID         -  DI3296
 DI3296  STATE/COUNTY-  NJ/GLOUCESTER
 DI3296  COUNTRY     -  US
 DI3296  USGS QUAD   -  PITMAN WEST (2019)
 DI3296
 DI3296                         *CURRENT SURVEY CONTROL
 DI3296  ______________________________________________________________________
 DI3296* NAD 83(1986) POSITION- 39 43 58.0    (N) 075 09 01.0    (W)   HD_HELD2
 DI3296* NAVD 88 ORTHO HEIGHT -    34.012 (meters)      111.59  (feet) ADJUSTED
 DI3296  ______________________________________________________________________
 DI3296  GEOID HEIGHT    -        -33.143 (meters)                     GEOID18
 DI3296  DYNAMIC HEIGHT  -         33.996 (meters)      111.54  (feet) COMP
 DI3296  MODELED GRAVITY -    980,148.8   (mgal)                       NAVD 88
 DI3296
 DI3296  VERT ORDER      -  FIRST     CLASS II
 DI3296
 DI3296.The horizontal coordinates were established by autonomous hand held GPS
 DI3296.observations and have an estimated accuracy of +/- 10 meters.
 DI3296
 DI3296.The orthometric height was determined by differential leveling and
 DI3296.adjusted by the NATIONAL GEODETIC SURVEY
 DI3296.in June 2007.
 DI3296
 DI3296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3296.GEOID18 height accuracy estimate available here.
 DI3296
 DI3296.Click photographs - Photos may exist for this station.
 DI3296
 DI3296.The dynamic height is computed by dividing the NAVD 88
 DI3296.geopotential number by the normal gravity value computed on the
 DI3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3296.degrees latitude (g = 980.6199 gals.).
 DI3296
 DI3296.The modeled gravity was interpolated from observed gravity values.
 DI3296
 DI3296;                    North         East    Units  Estimated Accuracy
 DI3296;SPC NJ       -   100,049.       94,260.      MT  (+/- 10 meters HH2 GPS)
 DI3296
 DI3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8712298109(NAD 83)
 DI3296
 DI3296                          SUPERSEDED SURVEY CONTROL
 DI3296
 DI3296.No superseded survey control is available for this station.
 DI3296
 DI3296_MARKER: DD = SURVEY DISK
 DI3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3296_STAMPING: 8 S 2 2003
 DI3296_MARK LOGO: NJGS
 DI3296_PROJECTION: FLUSH
 DI3296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3296+STABILITY: SURFACE MOTION
 DI3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3296+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3296
 DI3296  HISTORY     - Date     Condition        Report By
 DI3296  HISTORY     - UNK      MONUMENTED       NJDT
 DI3296  HISTORY     - 20030613 GOOD             NJGS
 DI3296  HISTORY     - 20110512 GOOD             NJGS
 DI3296
 DI3296                          STATION DESCRIPTION
 DI3296
 DI3296'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3296'THE STATION IS LOCATED IN MANTUA TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3296'OF STATE ROUTE 55  AT MILEPOST 51.46, ABOUT 0.10 MI (0.16 KM) SOUTH
 DI3296'FROM THE BRIDGE CARRYING BARNSBORO PITMAN  ROAD, COUNTY ROAD 624, OVER
 DI3296'STATE ROUTE 55, STRUCTURE NUMBER 0828 188, MILEPOST 51.56.
 DI3296'
 DI3296'THE STATION IS 3.6 M (11.8 FT) WEST FROM THE WEST EDGE OF THE
 DI3296'NORTHBOUND LANES, 19.1 M (62.7  FT) EAST FROM THE EAST EDGE OF THE
 DI3296'SOUTHBOUND LANES, 4.5 M (14.8 FT) SOUTH AND NORMAL TO  ALONG THE
 DI3296'CENTER MEDIAN FROM AN INLET AND 0.4 M (1.3 FT) EAST FROM A METAL
 DI3296'WITNESS POST  WITH SIGN ATTACHED.
 DI3296
 DI3296                          STATION RECOVERY (2011)
 DI3296
 DI3296'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3296'THE STATION IS NOW 0.3 METERS SOUTH OF A METAL WITNESS POST WITH A
 DI3296'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3253 ***********************************************************************
 DI3253  DESIGNATION -  8 S 3
 DI3253  PID         -  DI3253
 DI3253  STATE/COUNTY-  NJ/GLOUCESTER
 DI3253  COUNTRY     -  US
 DI3253  USGS QUAD   -  WOODBURY (2019)
 DI3253
 DI3253                         *CURRENT SURVEY CONTROL
 DI3253  ______________________________________________________________________
 DI3253* NAD 83(1986) POSITION- 39 50 49.03   (N) 075 10 55.71   (W)   HD_HELD1
 DI3253* NAVD 88 ORTHO HEIGHT -     6.869 (meters)       22.54  (feet) ADJUSTED
 DI3253  ______________________________________________________________________
 DI3253  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 DI3253  DYNAMIC HEIGHT  -          6.866 (meters)       22.53  (feet) COMP
 DI3253  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 DI3253
 DI3253  VERT ORDER      -  FIRST     CLASS II
 DI3253
 DI3253.The horizontal coordinates were determined by differentially corrected
 DI3253.hand held GPS observations or other comparable positioning techniques
 DI3253.and have an estimated accuracy of +/- 3 meters.
 DI3253
 DI3253.The orthometric height was determined by differential leveling and
 DI3253.adjusted by the NATIONAL GEODETIC SURVEY
 DI3253.in June 2007.
 DI3253
 DI3253.No vertical observational check was made to the station.
 DI3253
 DI3253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3253.GEOID18 height accuracy estimate available here.
 DI3253
 DI3253.Click photographs - Photos may exist for this station.
 DI3253
 DI3253.The dynamic height is computed by dividing the NAVD 88
 DI3253.geopotential number by the normal gravity value computed on the
 DI3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3253.degrees latitude (g = 980.6199 gals.).
 DI3253
 DI3253.The modeled gravity was interpolated from observed gravity values.
 DI3253
 DI3253;                    North         East    Units  Estimated Accuracy
 DI3253;SPC NJ       -   112,745.4      91,625.0     MT  (+/- 3 meters HH1 GPS) 
 DI3253
 DI3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8441710786(NAD 83)
 DI3253
 DI3253                          SUPERSEDED SURVEY CONTROL
 DI3253
 DI3253.No superseded survey control is available for this station.
 DI3253
 DI3253_MARKER: DD = SURVEY DISK
 DI3253_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3253_SP_SET: ELECTRIC UTILITY MANHOLE
 DI3253_STAMPING: 8 S 3 2003
 DI3253_MARK LOGO: NJGS
 DI3253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3253+STABILITY: SURFACE MOTION
 DI3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3253+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2024
 DI3253
 DI3253  HISTORY     - Date     Condition        Report By
 DI3253  HISTORY     - 20030826 MONUMENTED       NJGS
 DI3253  HISTORY     - 20170927 GOOD             NJGS
 DI3253  HISTORY     - 20241125 GOOD             DEI
 DI3253
 DI3253                          STATION DESCRIPTION
 DI3253
 DI3253'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3253'THE STATION IS LOCATED IN WEST DEPTFORD TOWNSHIP AT THE SOUTHEAST
 DI3253'CORNER OF THE  INTERSECTION OF DELAWARE STREET, COUNTY ROAD 534 AND
 DI3253'CROWN POINT ROAD.
 DI3253'
 DI3253'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3253'ROUTE 45 AND  DELAWARE STREET, COUNTY ROAD 534 IN THE CITY OF
 DI3253'WOODBURY, GO NORTHWEST ON DELAWARE  STREET FOR 1.70 MI (2.74 KM) TO
 DI3253'THE INTERSECTION WITH CROWN POINT ROAD, JUST BEYOND THE  BRIDGES
 DI3253'CARRYING INTERSTATE HIGHWAY 295 OVER DELAWARE STREET, AND THE STATION
 DI3253'ON THE  RIGHT, SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST CORNER OF A
 DI3253'RECTANGULAR CONCRETE  DEPARTMENT OF TRANSPORTATION ELECTRIC UTILITY
 DI3253'MANHOLE.
 DI3253'
 DI3253'THE STATION IS 5.2 M (17.1 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER
 DI3253'61042 WITH STREET  LIGHT AND TRANSFORMERS ATTACHED, 6.1 M (20.0 FT)
 DI3253'NORTHEAST FROM A WHITE PAINTED TRAFFIC  SIGN, LEFT LANE MUST TURN
 DI3253'LEFT, 10.9 M (35.8 FT) SOUTHEAST FROM THE CENTERLINE OF CROWN  POINT
 DI3253'ROAD, 5.4 M (17.7 FT) SOUTHWEST FROM AN 8 FT (2.4 M) HIGH ALUMINUM
 DI3253'POLE FOR THE  CONTROL OF PEDESTRIAN TRAFFIC SIGNALIZATION AND 14.2 M
 DI3253'(46.6 FT) EAST NORTHEAST FROM THE  CENTERLINE OF DELAWARE STREET.
 DI3253
 DI3253                          STATION RECOVERY (2017)
 DI3253
 DI3253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3253'RECOVERED IN GOOD CONDITION.
 DI3253
 DI3253                          STATION RECOVERY (2024)
 DI3253
 DI3253'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2024 (MS)
 DI3253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3261 ***********************************************************************
 DI3261  DESIGNATION -  8 T 1
 DI3261  PID         -  DI3261
 DI3261  STATE/COUNTY-  NJ/GLOUCESTER
 DI3261  COUNTRY     -  US
 DI3261  USGS QUAD   -  PITMAN WEST (2019)
 DI3261
 DI3261                         *CURRENT SURVEY CONTROL
 DI3261  ______________________________________________________________________
 DI3261* NAD 83(1986) POSITION- 39 43 18.46   (N) 075 09 12.72   (W)   HD_HELD1
 DI3261* NAVD 88 ORTHO HEIGHT -    40.210 (meters)      131.92  (feet) ADJUSTED
 DI3261  ______________________________________________________________________
 DI3261  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 DI3261  DYNAMIC HEIGHT  -         40.191 (meters)      131.86  (feet) COMP
 DI3261  MODELED GRAVITY -    980,146.0   (mgal)                       NAVD 88
 DI3261
 DI3261  VERT ORDER      -  FIRST     CLASS II
 DI3261
 DI3261.The horizontal coordinates were determined by differentially corrected
 DI3261.hand held GPS observations or other comparable positioning techniques
 DI3261.and have an estimated accuracy of +/- 3 meters.
 DI3261
 DI3261.The orthometric height was determined by differential leveling and
 DI3261.adjusted by the NATIONAL GEODETIC SURVEY
 DI3261.in June 2007.
 DI3261
 DI3261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3261.GEOID18 height accuracy estimate available here.
 DI3261
 DI3261.Click photographs - Photos may exist for this station.
 DI3261
 DI3261.The dynamic height is computed by dividing the NAVD 88
 DI3261.geopotential number by the normal gravity value computed on the
 DI3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3261.degrees latitude (g = 980.6199 gals.).
 DI3261
 DI3261.The modeled gravity was interpolated from observed gravity values.
 DI3261
 DI3261;                    North         East    Units  Estimated Accuracy
 DI3261;SPC NJ       -    98,832.0      93,971.8     MT  (+/- 3 meters HH1 GPS) 
 DI3261
 DI3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8684196891(NAD 83)
 DI3261
 DI3261                          SUPERSEDED SURVEY CONTROL
 DI3261
 DI3261.No superseded survey control is available for this station.
 DI3261
 DI3261_MARKER: DD = SURVEY DISK
 DI3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3261_STAMPING: 8 T 1 2002
 DI3261_MARK LOGO: NJGS
 DI3261_PROJECTION: FLUSH
 DI3261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3261+STABILITY: SURFACE MOTION
 DI3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3261+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3261
 DI3261  HISTORY     - Date     Condition        Report By
 DI3261  HISTORY     - UNK      MONUMENTED       NJDT
 DI3261  HISTORY     - 20030604 GOOD             NJGS
 DI3261  HISTORY     - 20110512 GOOD             NJGS
 DI3261
 DI3261                          STATION DESCRIPTION
 DI3261
 DI3261'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3261'THE STATION IS LOCATED IN HARRISON TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3261'OF STATE ROUTE  55 AT MILEPOST 50.7.
 DI3261'
 DI3261'THE STATION IS 3.8 M (12.5 FT) SOUTHEAST FROM THE EAST EDGE OF THE
 DI3261'SOUTHBOUND LANES, 4.0 M  (13.1 FT) NORTHWEST FROM THE WEST EDGE OF THE
 DI3261'NORTHBOUND LANES, 68.0 M (223.1 FT)  SOUTHWEST FROM A METAL HIGH MAST
 DI3261'LIGHT POLE IN THE CENTER MEDIAN, 9.5 M (31.2 FT)  NORTHEAST AND NORMAL
 DI3261'TO ALONG THE CENTER MEDIAN FROM A TRAFFIC SIGN FOR MILEPOST 50.7  ON
 DI3261'THE EAST SIDE OF THE NORTHBOUND LANES AND 0.8 M (2.6 FT) NORTHWEST
 DI3261'FROM A METAL  WITNESS POST WITH SIGN ATTACHED.
 DI3261
 DI3261                          STATION RECOVERY (2011)
 DI3261
 DI3261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3297 ***********************************************************************
 DI3297  DESIGNATION -  8 T 2
 DI3297  PID         -  DI3297
 DI3297  STATE/COUNTY-  NJ/GLOUCESTER
 DI3297  COUNTRY     -  US
 DI3297  USGS QUAD   -  PITMAN WEST (2019)
 DI3297
 DI3297                         *CURRENT SURVEY CONTROL
 DI3297  ______________________________________________________________________
 DI3297* NAD 83(1986) POSITION- 39 44 28.20   (N) 075 08 52.24   (W)   HD_HELD1
 DI3297* NAVD 88 ORTHO HEIGHT -    24.202 (meters)       79.40  (feet) ADJUSTED
 DI3297  ______________________________________________________________________
 DI3297  GEOID HEIGHT    -        -33.121 (meters)                     GEOID18
 DI3297  DYNAMIC HEIGHT  -         24.190 (meters)       79.36  (feet) COMP
 DI3297  MODELED GRAVITY -    980,151.0   (mgal)                       NAVD 88
 DI3297
 DI3297  VERT ORDER      -  FIRST     CLASS II
 DI3297
 DI3297.The horizontal coordinates were determined by differentially corrected
 DI3297.hand held GPS observations or other comparable positioning techniques
 DI3297.and have an estimated accuracy of +/- 3 meters.
 DI3297
 DI3297.The orthometric height was determined by differential leveling and
 DI3297.adjusted by the NATIONAL GEODETIC SURVEY
 DI3297.in June 2007.
 DI3297
 DI3297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3297.GEOID18 height accuracy estimate available here.
 DI3297
 DI3297.Click photographs - Photos may exist for this station.
 DI3297
 DI3297.The dynamic height is computed by dividing the NAVD 88
 DI3297.geopotential number by the normal gravity value computed on the
 DI3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3297.degrees latitude (g = 980.6199 gals.).
 DI3297
 DI3297.The modeled gravity was interpolated from observed gravity values.
 DI3297
 DI3297;                    North         East    Units  Estimated Accuracy
 DI3297;SPC NJ       -   100,979.2      94,475.1     MT  (+/- 3 meters HH1 GPS) 
 DI3297
 DI3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8733299040(NAD 83)
 DI3297
 DI3297                          SUPERSEDED SURVEY CONTROL
 DI3297
 DI3297.No superseded survey control is available for this station.
 DI3297
 DI3297_MARKER: DD = SURVEY DISK
 DI3297_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3297_SP_SET: BRIDGE ABUTMENT
 DI3297_STAMPING: 8 T 2 2003
 DI3297_MARK LOGO: NJGS
 DI3297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3297+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2017
 DI3297
 DI3297  HISTORY     - Date     Condition        Report By
 DI3297  HISTORY     - 20030808 MONUMENTED       NJGS
 DI3297  HISTORY     - 20110512 GOOD             NJGS
 DI3297  HISTORY     - 20170929 SEE DESCRIPTION  NJGS
 DI3297
 DI3297                          STATION DESCRIPTION
 DI3297
 DI3297'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3297'THE STATION IS LOCATED IN MANTUA TOWNSHIP ON THE EAST SIDE OF STATE
 DI3297'ROUTE 55, SET FLUSH  IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DI3297'ABUTMENT OF THE BRIDGE CARRYING STATE ROUTE  55 NORTHBOUND OVER
 DI3297'CHESTNUT BRANCH, STRUCTURE NUMBER 0828 189, MILEPOST 52.06.
 DI3297'
 DI3297'THE STATION IS 7.1 M (23.3 FT) EAST FROM THE CENTERLINE OF THE
 DI3297'NORTHBOUND LANES, 33.7 M  (110.6 FT) NORTH FROM THE CENTER OF THE
 DI3297'BRIDGE AND 9.6 M (31.5 FT) SOUTHWEST FROM A METAL  WITNESS POST WITH
 DI3297'SIGN ATTACHED.
 DI3297
 DI3297                          STATION RECOVERY (2011)
 DI3297
 DI3297'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3297'RECOVERED IN GOOD CONDITION.
 DI3297
 DI3297                          STATION RECOVERY (2017)
 DI3297
 DI3297'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3297'SURFACE OF THE DISK IS PARTIALLY SCRAPE BY SNOW PLOWS.  THE STAMPING
 DI3297'ON THE DISK IS STILL LEGIBLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3254 ***********************************************************************
 DI3254  DESIGNATION -  8 T 3
 DI3254  PID         -  DI3254
 DI3254  STATE/COUNTY-  NJ/GLOUCESTER
 DI3254  COUNTRY     -  US
 DI3254  USGS QUAD   -  WOODBURY (2019)
 DI3254
 DI3254                         *CURRENT SURVEY CONTROL
 DI3254  ______________________________________________________________________
 DI3254* NAD 83(1986) POSITION- 39 50 36.69   (N) 075 11 32.57   (W)   HD_HELD1
 DI3254* NAVD 88 ORTHO HEIGHT -     5.848 (meters)       19.19  (feet) ADJUSTED
 DI3254  ______________________________________________________________________
 DI3254  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 DI3254  DYNAMIC HEIGHT  -          5.845 (meters)       19.18  (feet) COMP
 DI3254  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 DI3254
 DI3254  VERT ORDER      -  FIRST     CLASS II
 DI3254
 DI3254.The horizontal coordinates were determined by differentially corrected
 DI3254.hand held GPS observations or other comparable positioning techniques
 DI3254.and have an estimated accuracy of +/- 3 meters.
 DI3254
 DI3254.The orthometric height was determined by differential leveling and
 DI3254.adjusted by the NATIONAL GEODETIC SURVEY
 DI3254.in June 2007.
 DI3254
 DI3254.No vertical observational check was made to the station.
 DI3254
 DI3254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3254.GEOID18 height accuracy estimate available here.
 DI3254
 DI3254.Click photographs - Photos may exist for this station.
 DI3254
 DI3254.The dynamic height is computed by dividing the NAVD 88
 DI3254.geopotential number by the normal gravity value computed on the
 DI3254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3254.degrees latitude (g = 980.6199 gals.).
 DI3254
 DI3254.The modeled gravity was interpolated from observed gravity values.
 DI3254
 DI3254;                    North         East    Units  Estimated Accuracy
 DI3254;SPC NJ       -   112,371.6      90,745.9     MT  (+/- 3 meters HH1 GPS) 
 DI3254
 DI3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8354110407(NAD 83)
 DI3254
 DI3254                          SUPERSEDED SURVEY CONTROL
 DI3254
 DI3254.No superseded survey control is available for this station.
 DI3254
 DI3254_MARKER: DD = SURVEY DISK
 DI3254_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3254_SP_SET: ELECTRIC UTILITY MANHOLE
 DI3254_STAMPING: 8 T 3 2003
 DI3254_MARK LOGO: NJGS
 DI3254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3254+STABILITY: SURFACE MOTION
 DI3254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3254+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2012
 DI3254
 DI3254  HISTORY     - Date     Condition        Report By
 DI3254  HISTORY     - 20030826 MONUMENTED       NJGS
 DI3254  HISTORY     - 20120109 GOOD             PADT
 DI3254
 DI3254                          STATION DESCRIPTION
 DI3254
 DI3254'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3254'THE STATION IS LOCATED IN WEST DEPTFORD TOWNSHIP IN THE COMMUNITY OF
 DI3254'THOROFARE ON THE  SOUTHEAST SIDE OF CROWN POINT ROAD, STATE ROUTE 44.
 DI3254'
 DI3254'TO REACH THE STATION FROM THE INTERSECTION OF DELAWARE STREET, COUNTY
 DI3254'ROAD 534 AND  CROWN POINT ROAD, GO SOUTHWEST ON CROWN POINT ROAD FOR
 DI3254'0.6 MI (0.97 KM) TO THE SKEWED  INTERSECTION WITH GROVE STREET, COUNTY
 DI3254'ROAD 643 AND THE STATION ON THE LEFT AT THE  SOUTHWEST CORNER OF THE
 DI3254'INTERSECTION, SET FLUSH IN A DRILL HOLE AT THE NORTHWEST  CORNER OF A
 DI3254'RECTANGULAR CONCRETE DEPARTMENT OF TRANSPORTATION ELECTRIC UTILITY
 DI3254'MANHOLE IN FRONT OF A LARGE CONCRETE BLOCK WAREHOUSE FOR THE FLAG
 DI3254'SERVICE AND  MAINTENANCE COMPANY.
 DI3254'
 DI3254'THE STATION IS 6.2 M (20.3 FT) SOUTH FROM WOOD UTILITY POLE NUMBER
 DI3254'63488 WD, 10.5 M (34.4 FT)  NORTH FROM WOOD UTILITY POLE NUMBER 63037
 DI3254'AND 22.6 M (74.1 FT) NORTHEAST FROM THE  NORTHEAST CORNER OF THE TWO
 DI3254'STORY STUCCO ADDITION NEXT TO THE MAIN WAREHOUSE  BUILDING OF THE FLAG
 DI3254'SERVICE AND MAINTENANCE COMPANY.
 DI3254
 DI3254                          STATION RECOVERY (2012)
 DI3254
 DI3254'RECOVERY NOTE BY PA DEPT OF TRANSP 2012 (LJM)
 DI3254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3262 ***********************************************************************
 DI3262  DESIGNATION -  8 U 1
 DI3262  PID         -  DI3262
 DI3262  STATE/COUNTY-  NJ/GLOUCESTER
 DI3262  COUNTRY     -  US
 DI3262  USGS QUAD   -  PITMAN WEST (2019)
 DI3262
 DI3262                         *CURRENT SURVEY CONTROL
 DI3262  ______________________________________________________________________
 DI3262* NAD 83(1986) POSITION- 39 43 08.     (N) 075 09 16.     (W)   SCALED
 DI3262* NAVD 88 ORTHO HEIGHT -    42.596 (meters)      139.75  (feet) ADJUSTED
 DI3262  ______________________________________________________________________
 DI3262  GEOID HEIGHT    -        -33.180 (meters)                     GEOID18
 DI3262  DYNAMIC HEIGHT  -         42.576 (meters)      139.68  (feet) COMP
 DI3262  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 DI3262
 DI3262  VERT ORDER      -  FIRST     CLASS II
 DI3262
 DI3262.The horizontal coordinates were scaled from a map and have
 DI3262.an estimated accuracy of +/- 6 seconds.
 DI3262
 DI3262.The orthometric height was determined by differential leveling and
 DI3262.adjusted by the NATIONAL GEODETIC SURVEY
 DI3262.in June 2007.
 DI3262
 DI3262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3262.GEOID18 height accuracy estimate available here.
 DI3262
 DI3262.Click photographs - Photos may exist for this station.
 DI3262
 DI3262.The dynamic height is computed by dividing the NAVD 88
 DI3262.geopotential number by the normal gravity value computed on the
 DI3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3262.degrees latitude (g = 980.6199 gals.).
 DI3262
 DI3262.The modeled gravity was interpolated from observed gravity values.
 DI3262
 DI3262;                    North         East    Units  Estimated Accuracy
 DI3262;SPC NJ       -    98,510.       93,890.      MT  (+/- 180 meters Scaled)
 DI3262
 DI3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ867965(NAD 83)
 DI3262
 DI3262                          SUPERSEDED SURVEY CONTROL
 DI3262
 DI3262.No superseded survey control is available for this station.
 DI3262
 DI3262_MARKER: DD = SURVEY DISK
 DI3262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3262_STAMPING: 8 U 1 2003
 DI3262_MARK LOGO: NJGS
 DI3262_PROJECTION: FLUSH
 DI3262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3262+STABILITY: SURFACE MOTION
 DI3262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3262+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 DI3262
 DI3262  HISTORY     - Date     Condition        Report By
 DI3262  HISTORY     - UNK      MONUMENTED       NJDT
 DI3262  HISTORY     - 20030604 GOOD             NJGS
 DI3262
 DI3262                          STATION DESCRIPTION
 DI3262
 DI3262'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3262'THE STATION IS LOCATED IN HARRISON TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3262'OF STATE ROUTE  55 JUST SOUTHWEST FROM THE BRIDGE CARRYING U.S. ROUTE
 DI3262'322 OVER STATE ROUTE 55,  STRUCTURE NUMBER 0828186, AT ABOUT MILEPOST
 DI3262'50.48.
 DI3262'
 DI3262'THE STATION IS 9.0 M (29.5 FT) NORTH FROM THE SOUTH END OF THE STEEL
 DI3262'BEAM GUIDERAIL IN THE  CENTER MEDIAN, 25.4 M (83.3 FT) SOUTHWEST FROM
 DI3262'THE SOUTH END OF THE CENTER PIER COLUMN,  3.8 M (12.5 FT) SOUTHEAST
 DI3262'FROM THE EAST EDGE OF THE SOUTHBOUND LANES AND 0.3 M (1.0 FT)  EAST
 DI3262'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3298 ***********************************************************************
 DI3298  DESIGNATION -  8 U 2
 DI3298  PID         -  DI3298
 DI3298  STATE/COUNTY-  NJ/GLOUCESTER
 DI3298  COUNTRY     -  US
 DI3298  USGS QUAD   -  WOODBURY (2019)
 DI3298
 DI3298                         *CURRENT SURVEY CONTROL
 DI3298  ______________________________________________________________________
 DI3298* NAD 83(1986) POSITION- 39 45 27.     (N) 075 07 40.     (W)   SCALED
 DI3298* NAVD 88 ORTHO HEIGHT -    19.940 (meters)       65.42  (feet) ADJUSTED
 DI3298  ______________________________________________________________________
 DI3298  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 DI3298  DYNAMIC HEIGHT  -         19.931 (meters)       65.39  (feet) COMP
 DI3298  MODELED GRAVITY -    980,154.8   (mgal)                       NAVD 88
 DI3298
 DI3298  VERT ORDER      -  FIRST     CLASS II
 DI3298
 DI3298.The horizontal coordinates were scaled from a map and have
 DI3298.an estimated accuracy of +/- 6 seconds.
 DI3298
 DI3298.The orthometric height was determined by differential leveling and
 DI3298.adjusted by the NATIONAL GEODETIC SURVEY
 DI3298.in June 2007.
 DI3298
 DI3298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3298.GEOID18 height accuracy estimate available here.
 DI3298
 DI3298.Click photographs - Photos may exist for this station.
 DI3298
 DI3298.The dynamic height is computed by dividing the NAVD 88
 DI3298.geopotential number by the normal gravity value computed on the
 DI3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3298.degrees latitude (g = 980.6199 gals.).
 DI3298
 DI3298.The modeled gravity was interpolated from observed gravity values.
 DI3298
 DI3298;                    North         East    Units  Estimated Accuracy
 DI3298;SPC NJ       -   102,780.       96,210.      MT  (+/- 180 meters Scaled)
 DI3298
 DI3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK890008(NAD 83)
 DI3298
 DI3298                          SUPERSEDED SURVEY CONTROL
 DI3298
 DI3298.No superseded survey control is available for this station.
 DI3298
 DI3298_MARKER: DD = SURVEY DISK
 DI3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3298_STAMPING: 8 U 2 2003
 DI3298_MARK LOGO: NJGS
 DI3298_PROJECTION: FLUSH
 DI3298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3298+STABILITY: SURFACE MOTION
 DI3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3298+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3298
 DI3298  HISTORY     - Date     Condition        Report By
 DI3298  HISTORY     - UNK      MONUMENTED       NJDT
 DI3298  HISTORY     - 20030616 GOOD             NJGS
 DI3298  HISTORY     - 20110512 GOOD             NJGS
 DI3298
 DI3298                          STATION DESCRIPTION
 DI3298
 DI3298'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3298'THE STATION IS LOCATED IN MANTUA TOWNSHIP IN THE CENTER GRASS MEDIAN
 DI3298'OF STATE ROUTE 55  AT MILEPOST 53.64, ABOUT 0.15 MI (0.24 KM) NORTH
 DI3298'FROM THE BRIDGE CARRYING WOODBURY  GLASSBORO ROAD, COUNTY ROAD 553,
 DI3298'OVER STATE ROUTE 55, STRUCTURE NUMBER 083255,  MILEPOST 53.48.
 DI3298'
 DI3298'THE STATION IS 11.4 M (37.4 FT) WEST FROM THE WEST EDGE OF THE
 DI3298'NORTHBOUND LANES, 19.1 M  (62.7 FT) NORTH AND NORMAL TO ALONG THE
 DI3298'CENTER MEDIAN FROM A RED AND WHITE PAINTED  TRIANGULAR TRAFFIC SIGN,
 DI3298'YIELD, AT THE EAST SIDE OF THE NORTHBOUND LANES AND THE NORTH  END OF
 DI3298'THE ENTRANCE RAMP AND 0.3 M (1.0 FT) EAST FROM A METAL WITNESS POST
 DI3298'WITH SIGN  ATTACHED.
 DI3298
 DI3298                          STATION RECOVERY (2011)
 DI3298
 DI3298'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3298'RECOVERED AS DESCRIBED.
 DI3298'POSITION DETERMINED BY RTN N39 43 08.14 W75 09 16.45
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3255 ***********************************************************************
 DI3255  DESIGNATION -  8 U 3
 DI3255  PID         -  DI3255
 DI3255  STATE/COUNTY-  NJ/GLOUCESTER
 DI3255  COUNTRY     -  US
 DI3255  USGS QUAD   -  WOODBURY (2019)
 DI3255
 DI3255                         *CURRENT SURVEY CONTROL
 DI3255  ______________________________________________________________________
 DI3255* NAD 83(1986) POSITION- 39 50 25.60   (N) 075 12 08.49   (W)   HD_HELD1
 DI3255* NAVD 88 ORTHO HEIGHT -     5.490 (meters)       18.01  (feet) ADJUSTED
 DI3255  ______________________________________________________________________
 DI3255  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 DI3255  DYNAMIC HEIGHT  -          5.487 (meters)       18.00  (feet) COMP
 DI3255  MODELED GRAVITY -    980,175.8   (mgal)                       NAVD 88
 DI3255
 DI3255  VERT ORDER      -  FIRST     CLASS II
 DI3255
 DI3255.The horizontal coordinates were determined by differentially corrected
 DI3255.hand held GPS observations or other comparable positioning techniques
 DI3255.and have an estimated accuracy of +/- 3 meters.
 DI3255
 DI3255.The orthometric height was determined by differential leveling and
 DI3255.adjusted by the NATIONAL GEODETIC SURVEY
 DI3255.in June 2007.
 DI3255
 DI3255.No vertical observational check was made to the station.
 DI3255
 DI3255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3255.GEOID18 height accuracy estimate available here.
 DI3255
 DI3255.Click photographs - Photos may exist for this station.
 DI3255
 DI3255.The dynamic height is computed by dividing the NAVD 88
 DI3255.geopotential number by the normal gravity value computed on the
 DI3255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3255.degrees latitude (g = 980.6199 gals.).
 DI3255
 DI3255.The modeled gravity was interpolated from observed gravity values.
 DI3255
 DI3255;                    North         East    Units  Estimated Accuracy
 DI3255;SPC NJ       -   112,036.3      89,889.3     MT  (+/- 3 meters HH1 GPS) 
 DI3255
 DI3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8268610067(NAD 83)
 DI3255
 DI3255                          SUPERSEDED SURVEY CONTROL
 DI3255
 DI3255.No superseded survey control is available for this station.
 DI3255
 DI3255_MARKER: DD = SURVEY DISK
 DI3255_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3255_SP_SET: ELECTRIC UTILITY MANHOLE
 DI3255_STAMPING: 8 U 3 2003
 DI3255_MARK LOGO: NJGS
 DI3255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3255+STABILITY: SURFACE MOTION
 DI3255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3255+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2024
 DI3255
 DI3255  HISTORY     - Date     Condition        Report By
 DI3255  HISTORY     - 20030827 MONUMENTED       NJGS
 DI3255  HISTORY     - 20240326 GOOD             NJGS
 DI3255
 DI3255                          STATION DESCRIPTION
 DI3255
 DI3255'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3255'THE STATION IS LOCATED IN WEST DEPTFORD TOWNSHIP ON THE SOUTHEAST SIDE
 DI3255'OF CROWN POINT  ROAD, STATE ROUTE 44.
 DI3255'
 DI3255'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3255'AND FOWLER LANE  AT INTERCHANGE 20, GO NORTHEAST ON FOWLER LANE FOR
 DI3255'0.25 MI (0.4 KM) TO THE TEE JUNCTION  WITH STATE ROUTE 44 AND THE
 DI3255'STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE AT THE  NORTHWEST
 DI3255'CORNER OF A RECTANGULAR CONCRETE FOUNDATION SUPPORTING TWO VERTICAL
 DI3255'ALUMINUM TRAFFIC SIGNALIZATION BOXES IN FRONT OF THE GLOUCESTER
 DI3255'REGIONAL MOTOR VEHICLE  SERVICE CENTER, NUMBER 215.
 DI3255'
 DI3255'THE STATION IS 4.9 M (16.1 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER
 DI3255'2732 WD WITH  TRANSFORMER ATTACHED, 2.7 M (8.9 FT) SOUTHWEST FROM AN
 DI3255'ALUMINUM TRAFFIC SIGNAL POLE, 10.0  M (32.8 FT) SOUTHEAST FROM THE
 DI3255'CENTERLINE OF STATE ROUTE 44 AND 20.9 M (68.6 FT) NORTHEAST  FROM THE
 DI3255'CENTERLINE OF FOWLER LANE.
 DI3255
 DI3255                          STATION RECOVERY (2024)
 DI3255
 DI3255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 DI3255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3264 ***********************************************************************
 DI3264  DESIGNATION -  8 V 1
 DI3264  PID         -  DI3264
 DI3264  STATE/COUNTY-  NJ/GLOUCESTER
 DI3264  COUNTRY     -  US
 DI3264  USGS QUAD   -  PITMAN WEST (2019)
 DI3264
 DI3264                         *CURRENT SURVEY CONTROL
 DI3264  ______________________________________________________________________
 DI3264* NAD 83(1986) POSITION- 39 41 45.11   (N) 075 08 40.47   (W)   HD_HELD1
 DI3264* NAVD 88 ORTHO HEIGHT -    44.594 (meters)      146.31  (feet) ADJUSTED
 DI3264  ______________________________________________________________________
 DI3264  GEOID HEIGHT    -        -33.246 (meters)                     GEOID18
 DI3264  DYNAMIC HEIGHT  -         44.572 (meters)      146.23  (feet) COMP
 DI3264  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 DI3264
 DI3264  VERT ORDER      -  FIRST     CLASS II
 DI3264
 DI3264.The horizontal coordinates were determined by differentially corrected
 DI3264.hand held GPS observations or other comparable positioning techniques
 DI3264.and have an estimated accuracy of +/- 3 meters.
 DI3264
 DI3264.The orthometric height was determined by differential leveling and
 DI3264.adjusted by the NATIONAL GEODETIC SURVEY
 DI3264.in June 2007.
 DI3264
 DI3264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3264.GEOID18 height accuracy estimate available here.
 DI3264
 DI3264.Click photographs - Photos may exist for this station.
 DI3264
 DI3264.The dynamic height is computed by dividing the NAVD 88
 DI3264.geopotential number by the normal gravity value computed on the
 DI3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3264.degrees latitude (g = 980.6199 gals.).
 DI3264
 DI3264.The modeled gravity was interpolated from observed gravity values.
 DI3264
 DI3264;                    North         East    Units  Estimated Accuracy
 DI3264;SPC NJ       -    95,947.6      94,719.1     MT  (+/- 3 meters HH1 GPS) 
 DI3264
 DI3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8760494011(NAD 83)
 DI3264
 DI3264                          SUPERSEDED SURVEY CONTROL
 DI3264
 DI3264.No superseded survey control is available for this station.
 DI3264
 DI3264_MARKER: DD = SURVEY DISK
 DI3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3264_STAMPING: 8 V 1 2003
 DI3264_MARK LOGO: NJGS
 DI3264_PROJECTION: FLUSH
 DI3264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3264+STABILITY: SURFACE MOTION
 DI3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3264+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2017
 DI3264
 DI3264  HISTORY     - Date     Condition        Report By
 DI3264  HISTORY     - UNK      MONUMENTED       NJDT
 DI3264  HISTORY     - 20030605 GOOD             NJGS
 DI3264  HISTORY     - 20110512 GOOD             NJGS
 DI3264  HISTORY     - 20171013 GOOD             NJGS
 DI3264
 DI3264                          STATION DESCRIPTION
 DI3264
 DI3264'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3264'THE STATION IS LOCATED IN THE BOROUGH OF GLASSBORO IN THE CENTER GRASS
 DI3264'MEDIAN OF STATE  ROUTE 55 AT MILEPOST 48.75, ABOUT 0.10 MI (0.16 KM)
 DI3264'SOUTH FROM THE BRIDGE CARRYING ELLIS MILL  ROAD, COUNTY ROAD 641 OVER
 DI3264'STATE ROUTE 55, STRUCTURE NUMBER 0828 185, MILEPOST 48.84.
 DI3264'
 DI3264'THE STATION IS 11.3 M (37.1 FT) NORTHEAST FROM THE EAST EDGE OF THE
 DI3264'SOUTHBOUND LANES, 27.5  M (90.2 FT) SOUTHWEST FROM THE WEST EDGE OF
 DI3264'THE NORTHBOUND LANES, 99.0 M (324.8 FT)  SOUTHEAST AND NORMAL TO ALONG
 DI3264'THE CENTER MEDIAN FROM MILEPOST 48.8 ON THE WEST SIDE  OF THE
 DI3264'SOUTHBOUND LANES AND 0.3 M (1.0 FT) SOUTHWEST FROM A METAL WITNESS
 DI3264'POST WITH  SIGN ATTACHED.
 DI3264
 DI3264                          STATION RECOVERY (2011)
 DI3264
 DI3264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3264'RECOVERED IN GOOD CONDITION.
 DI3264
 DI3264                          STATION RECOVERY (2017)
 DI3264
 DI3264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3336 ***********************************************************************
 DI3336  DESIGNATION -  8 V 3
 DI3336  PID         -  DI3336
 DI3336  STATE/COUNTY-  NJ/GLOUCESTER
 DI3336  COUNTRY     -  US
 DI3336  USGS QUAD   -  WOODBURY (2019)
 DI3336
 DI3336                         *CURRENT SURVEY CONTROL
 DI3336  ______________________________________________________________________
 DI3336* NAD 83(1986) POSITION- 39 50 15.     (N) 075 12 44.     (W)   SCALED
 DI3336* NAVD 88 ORTHO HEIGHT -     1.141 (meters)        3.74  (feet) ADJUSTED
 DI3336  ______________________________________________________________________
 DI3336  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 DI3336  DYNAMIC HEIGHT  -          1.140 (meters)        3.74  (feet) COMP
 DI3336  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 DI3336
 DI3336  VERT ORDER      -  FIRST     CLASS II
 DI3336
 DI3336.The horizontal coordinates were scaled from a map and have
 DI3336.an estimated accuracy of +/- 6 seconds.
 DI3336
 DI3336.The orthometric height was determined by differential leveling and
 DI3336.adjusted by the NATIONAL GEODETIC SURVEY
 DI3336.in June 2007.
 DI3336
 DI3336.No vertical observational check was made to the station.
 DI3336
 DI3336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3336.GEOID18 height accuracy estimate available here.
 DI3336
 DI3336.Click photographs - Photos may exist for this station.
 DI3336
 DI3336.The dynamic height is computed by dividing the NAVD 88
 DI3336.geopotential number by the normal gravity value computed on the
 DI3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3336.degrees latitude (g = 980.6199 gals.).
 DI3336
 DI3336.The modeled gravity was interpolated from observed gravity values.
 DI3336
 DI3336;                    North         East    Units  Estimated Accuracy
 DI3336;SPC NJ       -   111,720.       89,040.      MT  (+/- 180 meters Scaled)
 DI3336
 DI3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK818097(NAD 83)
 DI3336
 DI3336                          SUPERSEDED SURVEY CONTROL
 DI3336
 DI3336.No superseded survey control is available for this station.
 DI3336
 DI3336_MARKER: DD = SURVEY DISK
 DI3336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3336_SP_SET: BRIDGE WINGWALL
 DI3336_STAMPING: 8 V 3 2003
 DI3336_MARK LOGO: NJGS
 DI3336_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3336+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 DI3336
 DI3336  HISTORY     - Date     Condition        Report By
 DI3336  HISTORY     - 20030827 MONUMENTED       NJGS
 DI3336
 DI3336                          STATION DESCRIPTION
 DI3336
 DI3336'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3336'THE STATION IS LOCATED IN WEST DEPTFORD TOWNSHIP ON THE SOUTH SIDE OF
 DI3336'CROWN POINT  ROAD, STATE ROUTE 44.
 DI3336'
 DI3336'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3336'AND FOWLER LANE  AT INTERCHANGE 20, GO NORTHEAST ON FOWLER LANE FOR
 DI3336'0.25 MI (0.4 KM) TO THE TEE JUNCTION  WITH CROWN POINT ROAD, STATE
 DI3336'ROUTE 44.  TURN LEFT AND GO SOUTHWEST ON STATE ROUTE 44  FOR 0.50 MI
 DI3336'(0.8 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE
 DI3336'TOP OF THE  SOUTHWEST WINGWALL OF THE BRIDGE CARRYING STATE ROUTE 44
 DI3336'OVER LITTLE MANTUA CREEK,  STRUCTURE NUMBER 0806150.
 DI3336'
 DI3336'THE STATION IS 8.5 M (27.9 FT) SOUTH SOUTHEAST FROM THE CENTERLINE OF
 DI3336'STATE ROUTE 44, 11.1 M  (36.4 FT) EAST FROM WOOD UTILITY POLE NUMBER
 DI3336'2713 6P AND 39.0 M (128.0 FT) WEST FROM WOOD  UTILITY POLE NUMBER 2714
 DI3336'6P.  THE STATION IS ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3263 ***********************************************************************
 DI3263  DESIGNATION -  8 W 1
 DI3263  PID         -  DI3263
 DI3263  STATE/COUNTY-  NJ/GLOUCESTER
 DI3263  COUNTRY     -  US
 DI3263  USGS QUAD   -  PITMAN WEST (2019)
 DI3263
 DI3263                         *CURRENT SURVEY CONTROL
 DI3263  ______________________________________________________________________
 DI3263* NAD 83(1986) POSITION- 39 41 51.9    (N) 075 08 51.2    (W)   HD_HELD2
 DI3263* NAVD 88 ORTHO HEIGHT -    45.366 (meters)      148.84  (feet) ADJUSTED
 DI3263  ______________________________________________________________________
 DI3263  GEOID HEIGHT    -        -33.241 (meters)                     GEOID18
 DI3263  DYNAMIC HEIGHT  -         45.344 (meters)      148.77  (feet) COMP
 DI3263  MODELED GRAVITY -    980,139.8   (mgal)                       NAVD 88
 DI3263
 DI3263  VERT ORDER      -  FIRST     CLASS II
 DI3263
 DI3263.The horizontal coordinates were established by autonomous hand held GPS
 DI3263.observations and have an estimated accuracy of +/- 10 meters.
 DI3263
 DI3263.The orthometric height was determined by differential leveling and
 DI3263.adjusted by the NATIONAL GEODETIC SURVEY
 DI3263.in June 2007.
 DI3263
 DI3263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3263.GEOID18 height accuracy estimate available here.
 DI3263
 DI3263.Click photographs - Photos may exist for this station.
 DI3263
 DI3263.The dynamic height is computed by dividing the NAVD 88
 DI3263.geopotential number by the normal gravity value computed on the
 DI3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3263.degrees latitude (g = 980.6199 gals.).
 DI3263
 DI3263.The modeled gravity was interpolated from observed gravity values.
 DI3263
 DI3263;                    North         East    Units  Estimated Accuracy
 DI3263;SPC NJ       -    96,159.       94,465.      MT  (+/- 10 meters HH2 GPS)
 DI3263
 DI3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8734994221(NAD 83)
 DI3263
 DI3263                          SUPERSEDED SURVEY CONTROL
 DI3263
 DI3263.No superseded survey control is available for this station.
 DI3263
 DI3263_MARKER: DD = SURVEY DISK
 DI3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3263_STAMPING: 8 W 1 2003
 DI3263_MARK LOGO: NJGS
 DI3263_PROJECTION: FLUSH
 DI3263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3263+STABILITY: SURFACE MOTION
 DI3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3263+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2017
 DI3263
 DI3263  HISTORY     - Date     Condition        Report By
 DI3263  HISTORY     - UNK      MONUMENTED       NJDT
 DI3263  HISTORY     - 20030605 GOOD             NJGS
 DI3263  HISTORY     - 20110512 GOOD             NJGS
 DI3263  HISTORY     - 20171204 GOOD             NJGS
 DI3263
 DI3263                          STATION DESCRIPTION
 DI3263
 DI3263'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3263'THE STATION IS LOCATED IN THE BOROUGH OF GLASSBORO IN THE CENTER GRASS
 DI3263'MEDIAN OF STATE  ROUTE 55 AT MILEPOST 48.95, ABOUT 0.10 MI (0.16 KM)
 DI3263'NORTH FROM THE BRIDGE CARRYING ELLIS MILL  ROAD, COUNTY ROAD 641 OVER
 DI3263'STATE ROUTE 55, STRUCTURE NUMBER 0828 185, MILEPOST 48.84.
 DI3263'
 DI3263'THE STATION IS 3.9 M (12.8 FT) NORTHEAST FROM THE EAST EDGE OF THE
 DI3263'SOUTHBOUND LANES, 72.6  M (238.2 FT) SOUTHEAST AND NORMAL TO ALONG THE
 DI3263'CENTER MEDIAN FROM MILEPOST 49.0 ON THE  EAST SIDE OF THE NORTHBOUND
 DI3263'LANES, 42.6 M (139.8 FT) NORTHEAST AND NORMAL TO ALONG THE  CENTER
 DI3263'MEDIAN FROM AN EMERGENCY TELEPHONE CALL STATION 48.9 ON THE WEST SIDE
 DI3263'OF THE  SOUTHBOUND LANES AND 0.3 M (1.0 FT) NORTHWEST FROM A METAL
 DI3263'WITNESS POST WITH SIGN  ATTACHED.
 DI3263
 DI3263                          STATION RECOVERY (2011)
 DI3263
 DI3263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3263'RECOVERED IN GOOD CONDITION.
 DI3263
 DI3263                          STATION RECOVERY (2017)
 DI3263
 DI3263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3299 ***********************************************************************
 DI3299  DESIGNATION -  8 W 2
 DI3299  PID         -  DI3299
 DI3299  STATE/COUNTY-  NJ/GLOUCESTER
 DI3299  COUNTRY     -  US
 DI3299  USGS QUAD   -  WOODBURY (2019)
 DI3299
 DI3299                         *CURRENT SURVEY CONTROL
 DI3299  ______________________________________________________________________
 DI3299* NAD 83(1986) POSITION- 39 45 21.27   (N) 075 07 48.30   (W)   HD_HELD1
 DI3299* NAVD 88 ORTHO HEIGHT -    29.260 (meters)       96.00  (feet) ADJUSTED
 DI3299  ______________________________________________________________________
 DI3299  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 DI3299  DYNAMIC HEIGHT  -         29.246 (meters)       95.95  (feet) COMP
 DI3299  MODELED GRAVITY -    980,154.5   (mgal)                       NAVD 88
 DI3299
 DI3299  VERT ORDER      -  FIRST     CLASS II
 DI3299
 DI3299.The horizontal coordinates were determined by differentially corrected
 DI3299.hand held GPS observations or other comparable positioning techniques
 DI3299.and have an estimated accuracy of +/- 3 meters.
 DI3299
 DI3299.The orthometric height was determined by differential leveling and
 DI3299.adjusted by the NATIONAL GEODETIC SURVEY
 DI3299.in June 2007.
 DI3299
 DI3299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3299.GEOID18 height accuracy estimate available here.
 DI3299
 DI3299.Click photographs - Photos may exist for this station.
 DI3299
 DI3299.The dynamic height is computed by dividing the NAVD 88
 DI3299.geopotential number by the normal gravity value computed on the
 DI3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3299.degrees latitude (g = 980.6199 gals.).
 DI3299
 DI3299.The modeled gravity was interpolated from observed gravity values.
 DI3299
 DI3299;                    North         East    Units  Estimated Accuracy
 DI3299;SPC NJ       -   102,604.9      96,008.9     MT  (+/- 3 meters HH1 GPS) 
 DI3299
 DI3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8885600674(NAD 83)
 DI3299
 DI3299                          SUPERSEDED SURVEY CONTROL
 DI3299
 DI3299.No superseded survey control is available for this station.
 DI3299
 DI3299_MARKER: DD = SURVEY DISK
 DI3299_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3299_SP_SET: BRIDGE ABUTMENT
 DI3299_STAMPING: 8 W 2 2003
 DI3299_MARK LOGO: NJGS
 DI3299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3299+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DI3299
 DI3299  HISTORY     - Date     Condition        Report By
 DI3299  HISTORY     - 20030808 MONUMENTED       NJGS
 DI3299  HISTORY     - 20090909 GOOD             NJGS
 DI3299  HISTORY     - 20170920 GOOD             NJGS
 DI3299  HISTORY     - 20240917 GOOD             AAAS
 DI3299
 DI3299                          STATION DESCRIPTION
 DI3299
 DI3299'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3299'THE STATION IS LOCATED IN MANTUA TOWNSHIP IN THE CENTER MEDIAN OF THE
 DI3299'BRIDGE CARRYING  WOODBURY GLASSBORO ROAD, COUNTY ROAD 553, OVER STATE
 DI3299'ROUTE 55, STRUCTURE NUMBER  0832155, MILEPOST 53.48.  THE STATION IS
 DI3299'SET FLUSH IN A DRILL HOLE IN THE EXPOSED TOP OF THE  EAST ABUTMENT.
 DI3299'
 DI3299'THE STATION IS 0.9 M (3.0 FT) WEST FROM THE WEST CURB OF THE WEST
 DI3299'BOUND LANES OF COUNTY  ROAD 553, 4.5 M (14.8 FT) EAST FROM THE EAST
 DI3299'CURB OF THE EASTBOUND LANES OF COUNTY ROAD  553 AND 20.9 M (68.6 FT)
 DI3299'NORTH FROM A METAL WITNESS SIGN ATTACHED TO A TRAFFIC SIGN, LEFT  LANE
 DI3299'FOR LEFT TURN ONLY.
 DI3299
 DI3299                          STATION RECOVERY (2009)
 DI3299
 DI3299'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (MVI)
 DI3299'RECOVERED IN GOOD CONDITION.
 DI3299
 DI3299                          STATION RECOVERY (2017)
 DI3299
 DI3299'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 DI3299'RECOVERED IN GOOD CONDITION.
 DI3299
 DI3299                          STATION RECOVERY (2024)
 DI3299
 DI3299'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DI3299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3256 ***********************************************************************
 DI3256  DESIGNATION -  8 W 3
 DI3256  PID         -  DI3256
 DI3256  STATE/COUNTY-  NJ/GLOUCESTER
 DI3256  COUNTRY     -  US
 DI3256  USGS QUAD   -  WOODBURY (2019)
 DI3256
 DI3256                         *CURRENT SURVEY CONTROL
 DI3256  ______________________________________________________________________
 DI3256* NAD 83(1986) POSITION- 39 50 02.     (N) 075 13 25.     (W)   SCALED
 DI3256* NAVD 88 ORTHO HEIGHT -     4.782 (meters)       15.69  (feet) ADJUSTED
 DI3256  ______________________________________________________________________
 DI3256  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 DI3256  DYNAMIC HEIGHT  -          4.780 (meters)       15.68  (feet) COMP
 DI3256  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 DI3256
 DI3256  VERT ORDER      -  FIRST     CLASS II
 DI3256
 DI3256.The horizontal coordinates were scaled from a map and have
 DI3256.an estimated accuracy of +/- 6 seconds.
 DI3256
 DI3256.The orthometric height was determined by differential leveling and
 DI3256.adjusted by the NATIONAL GEODETIC SURVEY
 DI3256.in June 2007.
 DI3256
 DI3256.No vertical observational check was made to the station.
 DI3256
 DI3256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3256.GEOID18 height accuracy estimate available here.
 DI3256
 DI3256.Click photographs - Photos may exist for this station.
 DI3256
 DI3256.The dynamic height is computed by dividing the NAVD 88
 DI3256.geopotential number by the normal gravity value computed on the
 DI3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3256.degrees latitude (g = 980.6199 gals.).
 DI3256
 DI3256.The modeled gravity was interpolated from observed gravity values.
 DI3256
 DI3256;                    North         East    Units  Estimated Accuracy
 DI3256;SPC NJ       -   111,320.       88,060.      MT  (+/- 180 meters Scaled)
 DI3256
 DI3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK808093(NAD 83)
 DI3256
 DI3256                          SUPERSEDED SURVEY CONTROL
 DI3256
 DI3256.No superseded survey control is available for this station.
 DI3256
 DI3256_MARKER: DD = SURVEY DISK
 DI3256_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3256_SP_SET: ELECTRIC UTILITY MANHOLE
 DI3256_STAMPING: 8 W 3 2003
 DI3256_MARK LOGO: NJGS
 DI3256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3256+STABILITY: SURFACE MOTION
 DI3256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3256+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 DI3256
 DI3256  HISTORY     - Date     Condition        Report By
 DI3256  HISTORY     - 20030827 MONUMENTED       NJGS
 DI3256
 DI3256                          STATION DESCRIPTION
 DI3256
 DI3256'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3256'THE STATION IS LOCATED IN WEST DEPTFORD TOWNSHIP ON THE NORTH SIDE OF
 DI3256'CROWN POINT  ROAD, STATE ROUTE 44.
 DI3256'
 DI3256'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3256'AND PARADISE  ROAD, ALSO KNOW MANTUA GROVE ROAD, COUNTY ROAD 656 AT
 DI3256'INTERCHANGE 19, GO NORTH ON  COUNTY ROAD 656 FOR 0.35 MI (0.56 KM) TO
 DI3256'THE INTERSECTION WITH STATE ROUTE 44 AND THE  STATION AHEAD ON THE
 DI3256'LEFT BEYOND THE INTERSECTION, SET FLUSH IN A DRILL HOLE AT THE
 DI3256'SOUTHEAST CORNER OF A RECTANGULAR CONCRETE DEPARTMENT OF
 DI3256'TRANSPORTATION ELECTRIC  UTILITY MANHOLE AT THE NORTHWEST CORNER OF
 DI3256'THE INTERSECTION.
 DI3256'
 DI3256'THE STATION IS 14.5 M (47.6 FT) NORTH FROM THE CENTERLINE OF STATE
 DI3256'ROUTE 44, 13.2 M (43.3 FT)  WEST SOUTHWEST FROM THE CENTER OF PARADISE
 DI3256'ROAD, LEADING TO THE GLOUCESTER COUNTY  UTILITIES AUTHORITY WATER
 DI3256'RECLAMATION FACILITY, 16.0 M (52.5 FT) NORTHEAST FROM WOOD  UTILITY
 DI3256'POLE NUMBER 60553 WITH THREE TRANSFORMERS AND STREET LIGHT ATTACHED
 DI3256'AND 5.4 M  (17.7 FT) SOUTHEAST FROM THE SOUTH WOOD POST SUPPORTING THE
 DI3256'SIGN FOR THE GLOUCESTER  COUNTY UTILITIES AUTHORITY WATER RECLAMATION
 DI3256'FACILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3265 ***********************************************************************
 DI3265  DESIGNATION -  8 X 1
 DI3265  PID         -  DI3265
 DI3265  STATE/COUNTY-  NJ/GLOUCESTER
 DI3265  COUNTRY     -  US
 DI3265  USGS QUAD   -  PITMAN WEST (2019)
 DI3265
 DI3265                         *CURRENT SURVEY CONTROL
 DI3265  ______________________________________________________________________
 DI3265* NAD 83(1986) POSITION- 39 39 53.09   (N) 075 07 37.13   (W)   HD_HELD1
 DI3265* NAVD 88 ORTHO HEIGHT -    37.395 (meters)      122.69  (feet) ADJUSTED
 DI3265  ______________________________________________________________________
 DI3265  GEOID HEIGHT    -        -33.343 (meters)                     GEOID18
 DI3265  DYNAMIC HEIGHT  -         37.377 (meters)      122.63  (feet) COMP
 DI3265  MODELED GRAVITY -    980,131.6   (mgal)                       NAVD 88
 DI3265
 DI3265  VERT ORDER      -  FIRST     CLASS II
 DI3265
 DI3265.The horizontal coordinates were determined by differentially corrected
 DI3265.hand held GPS observations or other comparable positioning techniques
 DI3265.and have an estimated accuracy of +/- 3 meters.
 DI3265
 DI3265.The orthometric height was determined by differential leveling and
 DI3265.adjusted by the NATIONAL GEODETIC SURVEY
 DI3265.in June 2007.
 DI3265
 DI3265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3265.GEOID18 height accuracy estimate available here.
 DI3265
 DI3265.Click photographs - Photos may exist for this station.
 DI3265
 DI3265.The dynamic height is computed by dividing the NAVD 88
 DI3265.geopotential number by the normal gravity value computed on the
 DI3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3265.degrees latitude (g = 980.6199 gals.).
 DI3265
 DI3265.The modeled gravity was interpolated from observed gravity values.
 DI3265
 DI3265;                    North         East    Units  Estimated Accuracy
 DI3265;SPC NJ       -    92,482.4      96,204.0     MT  (+/- 3 meters HH1 GPS) 
 DI3265
 DI3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8910890556(NAD 83)
 DI3265
 DI3265                          SUPERSEDED SURVEY CONTROL
 DI3265
 DI3265.No superseded survey control is available for this station.
 DI3265
 DI3265_MARKER: DD = SURVEY DISK
 DI3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3265_STAMPING: 8 X 1 2003
 DI3265_MARK LOGO: NJGS
 DI3265_PROJECTION: FLUSH
 DI3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3265+STABILITY: SURFACE MOTION
 DI3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3265+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3265
 DI3265  HISTORY     - Date     Condition        Report By
 DI3265  HISTORY     - UNK      MONUMENTED       NJDT
 DI3265  HISTORY     - 20030605 GOOD             NJGS
 DI3265  HISTORY     - 20110512 GOOD             NJGS
 DI3265
 DI3265                          STATION DESCRIPTION
 DI3265
 DI3265'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3265'THE STATION IS LOCATED IN ELK TOWNSHIP IN THE CENTER GRASS MEDIAN OF
 DI3265'STATE ROUTE 55 AT  MILEPOST 46.25.
 DI3265'
 DI3265'THE STATION IS 6.6 M (21.7 FT) EAST FROM THE EAST EDGE OF THE
 DI3265'SOUTHBOUND LANES, 35.3 M (115.8  FT) WEST FROM THE WEST EDGE OF THE
 DI3265'NORTHBOUND LANES, 5.2 M (17.1 FT) NORTH AND NORMAL  TO ALONG THE
 DI3265'CENTER MEDIAN FROM MILEPOST 46.3 ON THE WEST SIDE OF THE SOUTHBOUND
 DI3265'LANES, 42.1 M (138.1 FT) SOUTH AND NORMAL TO ALONG THE CENTER MEDIAN
 DI3265'FROM MILEPOST 46.3 ON  THE WEST SIDE OF THE SOUTHBOUND LANES, 60.2 M
 DI3265'(197.5 FT) NORTH AND NORMAL TO ALONG THE  CENTER MEDIAN FROM A BLUE
 DI3265'PAINTED TRAFFIC SIGN, GAS AND FOOD (EXIT 45) ON THE WEST SIDE OF  THE
 DI3265'SOUTHBOUND LANES AND 0.3 M (1.0 FT) WEST FROM A METAL WITNESS POST
 DI3265'WITH SIGN  ATTACHED.
 DI3265
 DI3265                          STATION RECOVERY (2011)
 DI3265
 DI3265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3257 ***********************************************************************
 DI3257  DESIGNATION -  8 X 2
 DI3257  PID         -  DI3257
 DI3257  STATE/COUNTY-  NJ/GLOUCESTER
 DI3257  COUNTRY     -  US
 DI3257  USGS QUAD   -  WOODBURY (2019)
 DI3257
 DI3257                         *CURRENT SURVEY CONTROL
 DI3257  ______________________________________________________________________
 DI3257* NAD 83(1986) POSITION- 39 46 09.     (N) 075 08 09.     (W)   SCALED
 DI3257* NAVD 88 ORTHO HEIGHT -    10.412 (meters)       34.16  (feet) ADJUSTED
 DI3257  ______________________________________________________________________
 DI3257  GEOID HEIGHT    -        -33.049 (meters)                     GEOID18
 DI3257  DYNAMIC HEIGHT  -         10.407 (meters)       34.14  (feet) COMP
 DI3257  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 DI3257
 DI3257  VERT ORDER      -  FIRST     CLASS II
 DI3257
 DI3257.The horizontal coordinates were scaled from a map and have
 DI3257.an estimated accuracy of +/- 6 seconds.
 DI3257
 DI3257.The orthometric height was determined by differential leveling and
 DI3257.adjusted by the NATIONAL GEODETIC SURVEY
 DI3257.in June 2007.
 DI3257
 DI3257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3257.GEOID18 height accuracy estimate available here.
 DI3257
 DI3257.Click photographs - Photos may exist for this station.
 DI3257
 DI3257.The dynamic height is computed by dividing the NAVD 88
 DI3257.geopotential number by the normal gravity value computed on the
 DI3257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3257.degrees latitude (g = 980.6199 gals.).
 DI3257
 DI3257.The modeled gravity was interpolated from observed gravity values.
 DI3257
 DI3257;                    North         East    Units  Estimated Accuracy
 DI3257;SPC NJ       -   104,080.       95,530.      MT  (+/- 180 meters Scaled)
 DI3257
 DI3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK883021(NAD 83)
 DI3257
 DI3257                          SUPERSEDED SURVEY CONTROL
 DI3257
 DI3257.No superseded survey control is available for this station.
 DI3257
 DI3257_MARKER: DD = SURVEY DISK
 DI3257_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3257+WITH SETTING: PAVEMENT
 DI3257_SP_SET: MANHOLE FOUNDATION
 DI3257_STAMPING: 8 X 2 2003
 DI3257_MARK LOGO: NJGS
 DI3257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3257+STABILITY: SURFACE MOTION
 DI3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3257+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DI3257
 DI3257  HISTORY     - Date     Condition        Report By
 DI3257  HISTORY     - 20030808 MONUMENTED       NJGS
 DI3257  HISTORY     - 20090909 GOOD             NJGS
 DI3257
 DI3257                          STATION DESCRIPTION
 DI3257
 DI3257'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 DI3257'THE STATION IS LOCATED IN MANTUA TOWNSHIP AT THE SOUTHWEST CORNER OF
 DI3257'THE  INTERSECTION OF WOODBURY GLASSBORO ROAD, COUNTY ROAD 553 AND
 DI3257'BARNSBORO BLACKWOOD  ROAD, COUNTY ROAD 603.
 DI3257'
 DI3257'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 55 AND
 DI3257'COUNTY ROAD 553 AT  INTERCHANGE 53, GO NORTHWEST ON COUNTY ROAD 553
 DI3257'FOR 0.9 MI (1.45 KM) TO THE JUNCTION WITH  COUNTY ROAD 603 AND THE
 DI3257'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF A
 DI3257'CONCRETE FOUNDATION FOR A NEW JERSEY STATE HIGHWAY DEPARTMENT UTILITY
 DI3257'MANHOLE IN  FRONT OF A LUKOIL GASOLINE FILLING STATION.
 DI3257'
 DI3257'THE STATION IS 0.75 M (2.5 FT) WEST FROM THE WEST CURB OF WOODBURY
 DI3257'GLASSBORO ROAD,  COUNTY ROAD 553, 14.0 M (45.9 FT) SOUTH FROM THE
 DI3257'CENTERLINE OF COUNTY ROAD 603, 2.5 M (8.2 FT)  SOUTH SOUTHEAST FROM
 DI3257'WOOD UTILITY POLE NUMBER 15635, 12.1 M (39.7 FT) EAST SOUTHEAST  FROM
 DI3257'WOOD UTILITY POLE NUMBER BT 2151 AND 10.9 M (35.8 FT) NORTHEAST FROM
 DI3257'THE NORTHEAST  CORNER FOUNDATION OF A SIGN FOR THE LUKOIL GASOLINE
 DI3257'STATION.
 DI3257
 DI3257                          STATION RECOVERY (2009)
 DI3257
 DI3257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (MVI)
 DI3257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3337 ***********************************************************************
 DI3337  DESIGNATION -  8 X 3
 DI3337  PID         -  DI3337
 DI3337  STATE/COUNTY-  NJ/GLOUCESTER
 DI3337  COUNTRY     -  US
 DI3337  USGS QUAD   -  WOODBURY (2019)
 DI3337
 DI3337                         *CURRENT SURVEY CONTROL
 DI3337  ______________________________________________________________________
 DI3337* NAD 83(1986) POSITION- 39 50 23.     (N) 075 14 48.     (W)   SCALED
 DI3337* NAVD 88 ORTHO HEIGHT -     3.955 (meters)       12.98  (feet) ADJUSTED
 DI3337  ______________________________________________________________________
 DI3337  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 DI3337  DYNAMIC HEIGHT  -          3.953 (meters)       12.97  (feet) COMP
 DI3337  MODELED GRAVITY -    980,176.1   (mgal)                       NAVD 88
 DI3337
 DI3337  VERT ORDER      -  FIRST     CLASS II
 DI3337
 DI3337.The horizontal coordinates were scaled from a map and have
 DI3337.an estimated accuracy of +/- 6 seconds.
 DI3337
 DI3337.The orthometric height was determined by differential leveling and
 DI3337.adjusted by the NATIONAL GEODETIC SURVEY
 DI3337.in June 2007.
 DI3337
 DI3337.No vertical observational check was made to the station.
 DI3337
 DI3337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3337.GEOID18 height accuracy estimate available here.
 DI3337
 DI3337.Click photographs - Photos may exist for this station.
 DI3337
 DI3337.The dynamic height is computed by dividing the NAVD 88
 DI3337.geopotential number by the normal gravity value computed on the
 DI3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3337.degrees latitude (g = 980.6199 gals.).
 DI3337
 DI3337.The modeled gravity was interpolated from observed gravity values.
 DI3337
 DI3337;                    North         East    Units  Estimated Accuracy
 DI3337;SPC NJ       -   111,990.       86,100.      MT  (+/- 180 meters Scaled)
 DI3337
 DI3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK788099(NAD 83)
 DI3337
 DI3337                          SUPERSEDED SURVEY CONTROL
 DI3337
 DI3337.No superseded survey control is available for this station.
 DI3337
 DI3337_MARKER: DD = SURVEY DISK
 DI3337_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3337_SP_SET: LIGHTPOLE BASE
 DI3337_STAMPING: 8 X 3 2003
 DI3337_MARK LOGO: NJGS
 DI3337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3337+STABILITY: SURFACE MOTION
 DI3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3337+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 DI3337
 DI3337  HISTORY     - Date     Condition        Report By
 DI3337  HISTORY     - 20030827 MONUMENTED       NJGS
 DI3337
 DI3337                          STATION DESCRIPTION
 DI3337
 DI3337'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3337'THE STATION IS LOCATED IN THE BOROUGH OF PAULSBORO ON THE SOUTHWEST
 DI3337'SIDE OF TAYLOR  STREET AND ON THE GROUNDS OF THE PAULSBORO HIGH
 DI3337'SCHOOL.
 DI3337'
 DI3337'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3337'ROUTE 44 AND  DELAWARE STREET, GO NORTHWEST ON DELAWARE STREET FOR
 DI3337'0.60 MI (0.97 KM) TO THE TEE  JUNCTION WITH TAYLOR STREET ON THE LEFT.
 DI3337'TURN LEFT AND GO SOUTHWEST ON TAYLOR STREET  FOR 0.15 MI (0.24 KM) TO
 DI3337'ITS JUNCTION WITH A PARKING LOT FOR THE EXON MOBIL TECHNICAL CENTER
 DI3337'COMPLEX AHEAD AND THE PAULSBORO HIGH SCHOOL BASEBALL FIELD AND THE
 DI3337'STATION ON THE  LEFT, SET FLUSH IN A DRILL HOLE AT THE NORTHEAST
 DI3337'CORNER OF A SQUARE CONCRETE  FOUNDATION PAINTED YELLOW SUPPORTING A
 DI3337'TALL ALUMINUM POLE WITH THREE LIGHTS  ATTACHED, ADJACENT TO THE THIRD
 DI3337'BASE DUGOUT STRUCTURE, A SMALL RED PAINTED CONCRETE  BLOCK BUILDING.
 DI3337'
 DI3337'THE STATION IS 10.0 M (32.8 FT) SOUTHWEST FROM THE CENTERLINE OF
 DI3337'TAYLOR STREET, 27.0 M (88.6  FT) SOUTHEAST FROM THE NORTHWEST CORNER
 DI3337'OF A 4 FT (1.2 M) HIGH CHAIN LINK FENCE  SURROUNDING THE BASEBALL
 DI3337'FIELD AND 18.0 M (59.1 FT) EAST FROM HOME PLATE OF THE BASEBALL
 DI3337'FIELD.  THE STATION IS SET ABOUT 0.30 M (1.0 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3266 ***********************************************************************
 DI3266  DESIGNATION -  8 Y 1
 DI3266  PID         -  DI3266
 DI3266  STATE/COUNTY-  NJ/GLOUCESTER
 DI3266  COUNTRY     -  US
 DI3266  USGS QUAD   -  PITMAN WEST (2019)
 DI3266
 DI3266                         *CURRENT SURVEY CONTROL
 DI3266  ______________________________________________________________________
 DI3266* NAD 83(1986) POSITION- 39 39 42.2    (N) 075 07 35.4    (W)   HD_HELD2
 DI3266* NAVD 88 ORTHO HEIGHT -    37.304 (meters)      122.39  (feet) ADJUSTED
 DI3266  ______________________________________________________________________
 DI3266  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 DI3266  DYNAMIC HEIGHT  -         37.286 (meters)      122.33  (feet) COMP
 DI3266  MODELED GRAVITY -    980,130.9   (mgal)                       NAVD 88
 DI3266
 DI3266  VERT ORDER      -  FIRST     CLASS II
 DI3266
 DI3266.The horizontal coordinates were established by autonomous hand held GPS
 DI3266.observations and have an estimated accuracy of +/- 10 meters.
 DI3266
 DI3266.The orthometric height was determined by differential leveling and
 DI3266.adjusted by the NATIONAL GEODETIC SURVEY
 DI3266.in June 2007.
 DI3266
 DI3266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3266.GEOID18 height accuracy estimate available here.
 DI3266
 DI3266.Click photographs - Photos may exist for this station.
 DI3266
 DI3266.The dynamic height is computed by dividing the NAVD 88
 DI3266.geopotential number by the normal gravity value computed on the
 DI3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3266.degrees latitude (g = 980.6199 gals.).
 DI3266
 DI3266.The modeled gravity was interpolated from observed gravity values.
 DI3266
 DI3266;                    North         East    Units  Estimated Accuracy
 DI3266;SPC NJ       -    92,146.       96,243.      MT  (+/- 10 meters HH2 GPS)
 DI3266
 DI3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8914890220(NAD 83)
 DI3266
 DI3266                          SUPERSEDED SURVEY CONTROL
 DI3266
 DI3266.No superseded survey control is available for this station.
 DI3266
 DI3266_MARKER: DD = SURVEY DISK
 DI3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3266_STAMPING: 8 Y 1 2003
 DI3266_MARK LOGO: NJGS
 DI3266_PROJECTION: FLUSH
 DI3266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3266+STABILITY: SURFACE MOTION
 DI3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3266+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3266
 DI3266  HISTORY     - Date     Condition        Report By
 DI3266  HISTORY     - UNK      MONUMENTED       NJDT
 DI3266  HISTORY     - 20030604 GOOD             NJGS
 DI3266  HISTORY     - 20110512 GOOD             NJGS
 DI3266
 DI3266                          STATION DESCRIPTION
 DI3266
 DI3266'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3266'THE STATION IS LOCATED IN ELK TOWNSHIP IN THE CENTER GRASS MEDIAN OF
 DI3266'STATE ROUTE 55 AT  MILEPOST 46.1.
 DI3266'
 DI3266'THE STATION IS 6.6 M (21.7 FT) EAST FROM THE EAST EDGE OF THE
 DI3266'SOUTHBOUND LANES, 7, 18.7 M  (61.4 FT) SOUTH AND NORMAL TO ALONG THE
 DI3266'CENTER MEDIAN FROM A LARGE TRAFFIC SIGN (EXIT 45)  AT MILEPOST 46.1 ON
 DI3266'THE WEST SIDE OF THE SOUTHBOUND LANES AND 0.3 M (1.0 FT) WEST FROM A
 DI3266'METAL WITNESS POST WITH SIGN ATTACHED.  THE DISK IS LEANING.  THE
 DI3266'ELEVATION WAS  ESTABLISHED ON THE DATUM POINT,
 DI3266
 DI3266                          STATION RECOVERY (2011)
 DI3266
 DI3266'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3258 ***********************************************************************
 DI3258  DESIGNATION -  8 Y 2
 DI3258  PID         -  DI3258
 DI3258  STATE/COUNTY-  NJ/GLOUCESTER
 DI3258  COUNTRY     -  US
 DI3258  USGS QUAD   -  RUNNEMEDE (2019)
 DI3258
 DI3258                         *CURRENT SURVEY CONTROL
 DI3258  ______________________________________________________________________
 DI3258* NAD 83(1986) POSITION- 39 47 34.     (N) 075 07 30.     (W)   SCALED
 DI3258* NAVD 88 ORTHO HEIGHT -    24.416 (meters)       80.10  (feet) ADJUSTED
 DI3258  ______________________________________________________________________
 DI3258  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 DI3258  DYNAMIC HEIGHT  -         24.404 (meters)       80.07  (feet) COMP
 DI3258  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 DI3258
 DI3258  VERT ORDER      -  FIRST     CLASS II
 DI3258
 DI3258.The horizontal coordinates were scaled from a map and have
 DI3258.an estimated accuracy of +/- 6 seconds.
 DI3258
 DI3258.The orthometric height was determined by differential leveling and
 DI3258.adjusted by the NATIONAL GEODETIC SURVEY
 DI3258.in June 2007.
 DI3258
 DI3258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3258.GEOID18 height accuracy estimate available here.
 DI3258
 DI3258.Click photographs - Photos may exist for this station.
 DI3258
 DI3258.The dynamic height is computed by dividing the NAVD 88
 DI3258.geopotential number by the normal gravity value computed on the
 DI3258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3258.degrees latitude (g = 980.6199 gals.).
 DI3258
 DI3258.The modeled gravity was interpolated from observed gravity values.
 DI3258
 DI3258;                    North         East    Units  Estimated Accuracy
 DI3258;SPC NJ       -   106,700.       96,470.      MT  (+/- 180 meters Scaled)
 DI3258
 DI3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK892047(NAD 83)
 DI3258
 DI3258                          SUPERSEDED SURVEY CONTROL
 DI3258
 DI3258.No superseded survey control is available for this station.
 DI3258
 DI3258_MARKER: DD = SURVEY DISK
 DI3258_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3258_SP_SET: SIGNAL BOX FOUNDATION
 DI3258_STAMPING: 8 Y 2 2003
 DI3258_MARK LOGO: NJGS
 DI3258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3258+STABILITY: SURFACE MOTION
 DI3258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3258+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2009
 DI3258
 DI3258  HISTORY     - Date     Condition        Report By
 DI3258  HISTORY     - 20030812 MONUMENTED       NJGS
 DI3258  HISTORY     - 20090831 GOOD             NJGS
 DI3258
 DI3258                          STATION DESCRIPTION
 DI3258
 DI3258'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 DI3258'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP AT THE SOUTHEAST CORNER OF
 DI3258'THE  INTERSECTION OF TANYARD ROAD, COUNTY ROAD 663 AND BANKBRIDGE
 DI3258'ROAD, COUNTY ROAD 647, IN  FRONT OF THE MONONGAHELA  JUNIOR HIGH
 DI3258'SCHOOL , SET FLUSH IN A DRILL HOLE ON THE WEST  SIDE OF A RECTANGULAR
 DI3258'CONCRETE FOUNDATION SUPPORTING TWO RECTANGULAR TRAFFIC  SIGNALIZATION
 DI3258'BOXES.
 DI3258'
 DI3258'THE STATION IS 9.9 M (32.5 FT) EAST SOUTHEAST FROM THE CENTERLINE OF
 DI3258'TANYARD ROAD, 21.7 M  (71.2 FT) SOUTHWEST FROM THE CENTERLINE OF
 DI3258'BANKBRIDGE ROAD, 4.5 M (14.8 FT) SOUTHEAST  FROM A TRAFFIC SIGNAL POLE
 DI3258'ON THE NORTHEAST SIDE OF TANYARD ROAD, 2.4 M (7.9 FT) EAST  SOUTHEAST
 DI3258'FROM THE EAST CURB OF TANYARD ROAD AND 9.1 M (29.9 FT) NORTHEAST FROM
 DI3258'WOOD  UTILITY POLE NUMBER PN 32808.
 DI3258
 DI3258                          STATION RECOVERY (2009)
 DI3258
 DI3258'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DI3258'RECOVERED IN GOOD CONDITION.
 DI3258'
 DI3258'NOTE-THERE IS A LARGER BOX INSTALLED NEXT TO THE DISK BUT THE STATION
 DI3258'IS STILL USABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3338 ***********************************************************************
 DI3338  DESIGNATION -  8 Y 3
 DI3338  PID         -  DI3338
 DI3338  STATE/COUNTY-  NJ/GLOUCESTER
 DI3338  COUNTRY     -  US
 DI3338  USGS QUAD   -  BRIDGEPORT (2019)
 DI3338
 DI3338                         *CURRENT SURVEY CONTROL
 DI3338  ______________________________________________________________________
 DI3338* NAD 83(1986) POSITION- 39 49 35.     (N) 075 15 34.     (W)   SCALED
 DI3338* NAVD 88 ORTHO HEIGHT -     1.077 (meters)        3.53  (feet) ADJUSTED
 DI3338  ______________________________________________________________________
 DI3338  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 DI3338  DYNAMIC HEIGHT  -          1.076 (meters)        3.53  (feet) COMP
 DI3338  MODELED GRAVITY -    980,172.9   (mgal)                       NAVD 88
 DI3338
 DI3338  VERT ORDER      -  FIRST     CLASS II
 DI3338
 DI3338.The horizontal coordinates were scaled from a map and have
 DI3338.an estimated accuracy of +/- 6 seconds.
 DI3338
 DI3338.The orthometric height was determined by differential leveling and
 DI3338.adjusted by the NATIONAL GEODETIC SURVEY
 DI3338.in June 2007.
 DI3338
 DI3338.No vertical observational check was made to the station.
 DI3338
 DI3338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3338.GEOID18 height accuracy estimate available here.
 DI3338
 DI3338.Click photographs - Photos may exist for this station.
 DI3338
 DI3338.The dynamic height is computed by dividing the NAVD 88
 DI3338.geopotential number by the normal gravity value computed on the
 DI3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3338.degrees latitude (g = 980.6199 gals.).
 DI3338
 DI3338.The modeled gravity was interpolated from observed gravity values.
 DI3338
 DI3338;                    North         East    Units  Estimated Accuracy
 DI3338;SPC NJ       -   110,520.       84,990.      MT  (+/- 180 meters Scaled)
 DI3338
 DI3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK777085(NAD 83)
 DI3338
 DI3338                          SUPERSEDED SURVEY CONTROL
 DI3338
 DI3338.No superseded survey control is available for this station.
 DI3338
 DI3338_MARKER: DD = SURVEY DISK
 DI3338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3338_SP_SET: BRIDGE PARAPET BASE
 DI3338_STAMPING: 8 Y 3 2003
 DI3338_MARK LOGO: NJGS
 DI3338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3338+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 DI3338
 DI3338  HISTORY     - Date     Condition        Report By
 DI3338  HISTORY     - 20030828 MONUMENTED       NJGS
 DI3338  HISTORY     - 20210512 GOOD             AAAS
 DI3338
 DI3338                          STATION DESCRIPTION
 DI3338
 DI3338'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3338'THE STATION IS LOCATED IN GREENWICH TOWNSHIP IN THE COMMUNITY OF
 DI3338'GIBBSTOWN ON THE  NORTH SIDE OF BROAD STREET, STATE ROUTE 44.
 DI3338'
 DI3338'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3338'ROUTE 44 AND  DELAWARE STREET IN THE BOROUGH OF PAULSBORO, GO
 DI3338'SOUTHWEST ON STATE ROUTE 44 FOR 1.05  MI (1.69 KM) TO THE STATION ON
 DI3338'THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE CONCRETE  FOUNDATION
 DI3338'SUPPORTING THE NORTHEAST CORNER BRIDGE PARAPET OF THE BRIDGE CARRYING
 DI3338'STATE ROUTE 44 OVER CLONMELL CREEK, STRUCTURE NUMBER 0805155, M.P.
 DI3338'4.91, JUST  NORTHWEST AND ACROSS THE STREET FROM THE GIBBSTOWN
 DI3338'VOLUNTEER FIRE DEPARTMENT  BUILDING.
 DI3338'
 DI3338'THE STATION IS 1.9 M (6.2 FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER
 DI3338'S5498, 10.0 M (32.8 FT)  NORTHEAST FROM THE CENTERLINE OF STATE ROUTE
 DI3338'44, 5.8 M (19.0 FT) EAST SOUTHEAST FROM THE  CENTER OF HE BRIDGE DATE
 DI3338'PANEL, NEW JERSEY 1969 AND 15.7 M (51.5 FT) WEST NORTHWEST FROM  A
 DI3338'METAL POLE SUPPORTING A SIGN FOR MUNYAN-MCALLISTER HEATING AND
 DI3338'COOLING, IN FRONT OF  MUNYAN'S FUEL INC.  BUILIDING, A ONE STORY FRAME
 DI3338'STRUCTURE.
 DI3338
 DI3338                          STATION RECOVERY (2021)
 DI3338
 DI3338'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3370 ***********************************************************************
 DI3370  DESIGNATION -  8 Z 1
 DI3370  PID         -  DI3370
 DI3370  STATE/COUNTY-  NJ/GLOUCESTER
 DI3370  COUNTRY     -  US
 DI3370  USGS QUAD   -  PITMAN EAST (2019)
 DI3370
 DI3370                         *CURRENT SURVEY CONTROL
 DI3370  ______________________________________________________________________
 DI3370* NAD 83(1986) POSITION- 39 39 03.1    (N) 075 07 19.4    (W)   HD_HELD2
 DI3370* NAVD 88 ORTHO HEIGHT -    36.899 (meters)      121.06  (feet) ADJUSTED
 DI3370  ______________________________________________________________________
 DI3370  GEOID HEIGHT    -        -33.386 (meters)                     GEOID18
 DI3370  DYNAMIC HEIGHT  -         36.880 (meters)      121.00  (feet) COMP
 DI3370  MODELED GRAVITY -    980,128.5   (mgal)                       NAVD 88
 DI3370
 DI3370  VERT ORDER      -  FIRST     CLASS II
 DI3370
 DI3370.The horizontal coordinates were established by autonomous hand held GPS
 DI3370.observations and have an estimated accuracy of +/- 10 meters.
 DI3370
 DI3370.The orthometric height was determined by differential leveling and
 DI3370.adjusted by the NATIONAL GEODETIC SURVEY
 DI3370.in June 2007.
 DI3370
 DI3370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3370.GEOID18 height accuracy estimate available here.
 DI3370
 DI3370.Click photographs - Photos may exist for this station.
 DI3370
 DI3370.The dynamic height is computed by dividing the NAVD 88
 DI3370.geopotential number by the normal gravity value computed on the
 DI3370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3370.degrees latitude (g = 980.6199 gals.).
 DI3370
 DI3370.The modeled gravity was interpolated from observed gravity values.
 DI3370
 DI3370;                    North         East    Units  Estimated Accuracy
 DI3370;SPC NJ       -    90,938.       96,616.      MT  (+/- 10 meters HH2 GPS)
 DI3370
 DI3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8952889014(NAD 83)
 DI3370
 DI3370                          SUPERSEDED SURVEY CONTROL
 DI3370
 DI3370.No superseded survey control is available for this station.
 DI3370
 DI3370_MARKER: DD = SURVEY DISK
 DI3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3370_STAMPING: 8 Z 1 2003
 DI3370_MARK LOGO: NJGS
 DI3370_PROJECTION: FLUSH
 DI3370_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3370+STABILITY: SURFACE MOTION
 DI3370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3370+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2011
 DI3370
 DI3370  HISTORY     - Date     Condition        Report By
 DI3370  HISTORY     - 2003     MONUMENTED       NJDT
 DI3370  HISTORY     - 20030605 GOOD             NJGS
 DI3370  HISTORY     - 20110512 GOOD             NJGS
 DI3370
 DI3370                          STATION DESCRIPTION
 DI3370
 DI3370'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3370'THE STATION IS LOCATED IN ELK TOWNSHIP IN THE CENTER GRASS MEDIAN OF
 DI3370'STATE ROUTE 55 AT  MILEPOST 45.31.
 DI3370'
 DI3370'THE STATION IS 7.0 M (23.0 FT) NORTHEAST FROM THE EAST EDGE OF THE
 DI3370'SOUTHBOUND LANES, 15.7  M (51.5 FT) SOUTHWEST FROM THE WEST EDGE OF
 DI3370'THE NORTHBOUND LANES, 55.2 M (181.1 FT)  NORTHWEST AND NORMAL TO ALONG
 DI3370'THE CENTER MEDIAN FROM MILEPOST 45.3 ON THE WEST SIDE  OF THE
 DI3370'SOUTHBOUND LANES AND 0.3 M (1.0 FT) WEST FROM A METAL WITNESS POST
 DI3370'WITH SIGN  ATTACHED.
 DI3370
 DI3370                          STATION RECOVERY (2011)
 DI3370
 DI3370'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 DI3370'THE STATION IS NOW 0.3 METERS SOUTH OF A METAL WITNESS POST WITH A
 DI3370'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3300 ***********************************************************************
 DI3300  DESIGNATION -  8 Z 2
 DI3300  PID         -  DI3300
 DI3300  STATE/COUNTY-  NJ/GLOUCESTER
 DI3300  COUNTRY     -  US
 DI3300  USGS QUAD   -  RUNNEMEDE (2019)
 DI3300
 DI3300                         *CURRENT SURVEY CONTROL
 DI3300  ______________________________________________________________________
 DI3300* NAD 83(1986) POSITION- 39 48 05.97   (N) 075 07 29.68   (W)   HD_HELD1
 DI3300* NAVD 88 ORTHO HEIGHT -    20.055 (meters)       65.80  (feet) ADJUSTED
 DI3300  ______________________________________________________________________
 DI3300  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 DI3300  DYNAMIC HEIGHT  -         20.045 (meters)       65.76  (feet) COMP
 DI3300  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 DI3300
 DI3300  VERT ORDER      -  FIRST     CLASS II
 DI3300
 DI3300.The horizontal coordinates were determined by differentially corrected
 DI3300.hand held GPS observations or other comparable positioning techniques
 DI3300.and have an estimated accuracy of +/- 3 meters.
 DI3300
 DI3300.The orthometric height was determined by differential leveling and
 DI3300.adjusted by the NATIONAL GEODETIC SURVEY
 DI3300.in June 2007.
 DI3300
 DI3300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3300.GEOID18 height accuracy estimate available here.
 DI3300
 DI3300.Click photographs - Photos may exist for this station.
 DI3300
 DI3300.The dynamic height is computed by dividing the NAVD 88
 DI3300.geopotential number by the normal gravity value computed on the
 DI3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3300.degrees latitude (g = 980.6199 gals.).
 DI3300
 DI3300.The modeled gravity was interpolated from observed gravity values.
 DI3300
 DI3300;                    North         East    Units  Estimated Accuracy
 DI3300;SPC NJ       -   107,681.0      96,487.5     MT  (+/- 3 meters HH1 GPS) 
 DI3300
 DI3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8930605751(NAD 83)
 DI3300
 DI3300                          SUPERSEDED SURVEY CONTROL
 DI3300
 DI3300.No superseded survey control is available for this station.
 DI3300
 DI3300_MARKER: DD = SURVEY DISK
 DI3300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI3300_SP_SET: CULVERT HEADWALL
 DI3300_STAMPING: 8 Z 2 2003
 DI3300_MARK LOGO: NJGS
 DI3300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3300+STABILITY: SURFACE MOTION
 DI3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3300+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DI3300
 DI3300  HISTORY     - Date     Condition        Report By
 DI3300  HISTORY     - 20030814 MONUMENTED       NJGS
 DI3300  HISTORY     - 20090909 GOOD             NJGS
 DI3300
 DI3300                          STATION DESCRIPTION
 DI3300
 DI3300'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3300'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP ON THE SOUTH SIDE OF
 DI3300'HILLCREST DRIVE.
 DI3300'
 DI3300'TO REACH THE STATION FROM THE INTERSECTION OF TANYARD ROAD, COUNTY
 DI3300'ROAD 663 AND  BANKBRIDGE ROAD, COUNTY ROAD 647, GO NORTH ON TANYARD
 DI3300'ROAD FOR 0.6 MI (0.97 KM) TO THE  TEE JUNCTION WITH HILLCREST DRIVE AT
 DI3300'THE ENTRANCE TO THE NEW SHARON HOUSING  SUBDIVISION ON THE LEFT.  TURN
 DI3300'LEFT AND GO ABOUT 48 M (157.5 FT) TO THE STATION ON THE LEFT,  SET
 DI3300'FLUSH IN A DRILL HOLE IN THE CENTER OF THE SOUTH HEADWALL OF A CULVERT
 DI3300'CARRYING  HILLCREST DRIVE OVER A DETENTION POND.
 DI3300'
 DI3300'THE STATION IS 12.6 M (41.3 FT) SOUTH FROM THE CENTERLINE OF HILLCREST
 DI3300'DRIVE AND 48.3 M (158.5  FT) SOUTHWEST FROM THE CENTERLINE OF TANYARD
 DI3300'ROAD.  THE STATION IS ABOUT 0.5 M (1.6 FT)  BELOW THE LEVEL OF
 DI3300'HILLCREST DRIVE.
 DI3300
 DI3300                          STATION RECOVERY (2009)
 DI3300
 DI3300'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (MVI)
 DI3300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3339 ***********************************************************************
 DI3339  DESIGNATION -  8 Z 3
 DI3339  PID         -  DI3339
 DI3339  STATE/COUNTY-  NJ/GLOUCESTER
 DI3339  COUNTRY     -  US
 DI3339  USGS QUAD   -  BRIDGEPORT (2019)
 DI3339
 DI3339                         *CURRENT SURVEY CONTROL
 DI3339  ______________________________________________________________________
 DI3339* NAD 83(1986) POSITION- 39 49 27.     (N) 075 17 54.     (W)   SCALED
 DI3339* NAVD 88 ORTHO HEIGHT -     9.579 (meters)       31.43  (feet) ADJUSTED
 DI3339  ______________________________________________________________________
 DI3339  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 DI3339  DYNAMIC HEIGHT  -          9.575 (meters)       31.41  (feet) COMP
 DI3339  MODELED GRAVITY -    980,171.1   (mgal)                       NAVD 88
 DI3339
 DI3339  VERT ORDER      -  FIRST     CLASS II
 DI3339
 DI3339.The horizontal coordinates were scaled from a map and have
 DI3339.an estimated accuracy of +/- 6 seconds.
 DI3339
 DI3339.The orthometric height was determined by differential leveling and
 DI3339.adjusted by the NATIONAL GEODETIC SURVEY
 DI3339.in June 2007.
 DI3339
 DI3339.No vertical observational check was made to the station.
 DI3339
 DI3339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3339.GEOID18 height accuracy estimate available here.
 DI3339
 DI3339.Click photographs - Photos may exist for this station.
 DI3339
 DI3339.The dynamic height is computed by dividing the NAVD 88
 DI3339.geopotential number by the normal gravity value computed on the
 DI3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3339.degrees latitude (g = 980.6199 gals.).
 DI3339
 DI3339.The modeled gravity was interpolated from observed gravity values.
 DI3339
 DI3339;                    North         East    Units  Estimated Accuracy
 DI3339;SPC NJ       -   110,300.       81,660.      MT  (+/- 180 meters Scaled)
 DI3339
 DI3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK744082(NAD 83)
 DI3339
 DI3339                          SUPERSEDED SURVEY CONTROL
 DI3339
 DI3339.No superseded survey control is available for this station.
 DI3339
 DI3339_MARKER: DD = SURVEY DISK
 DI3339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3339_SP_SET: BRIDGE ABUTMENT
 DI3339_STAMPING: 8 Z 3 2006
 DI3339_MARK LOGO: NJGS
 DI3339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3339+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 DI3339
 DI3339  HISTORY     - Date     Condition        Report By
 DI3339  HISTORY     - 20060202 MONUMENTED       NJGS
 DI3339  HISTORY     - 20080303 GOOD             NJGS
 DI3339  HISTORY     - 20201026 GOOD             NJGS
 DI3339  HISTORY     - 20210420 GOOD             AAAS
 DI3339
 DI3339                          STATION DESCRIPTION
 DI3339
 DI3339'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3339'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE SOUTHEAST SIDE OF
 DI3339'WEST BROAD  STREET, STATE ROUTE 44.
 DI3339'
 DI3339'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3339'ROUTE 44 AND  DELAWARE STREET IN THE BOROUGH OF PAULSBORO, GO
 DI3339'SOUTHWEST, THEN WEST ON STATE  ROUTE 44 FOR 3.15 MI (5.07 KM) TO THE
 DI3339'BRIDGE CARRYING STATE ROUTE 44 OVER THE FORMER  PENNSYLVANIA READING
 DI3339'SEASHORE LINES RAILROAD, NOW OWNED BY CONRAIL, STRUCTURE  NUMBER
 DI3339'0805154, AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE
 DI3339'TOP OF THE  SOUTHEAST BRIDGE ABUTMENT PORTION VISIBLE IN THE SOUTHEAST
 DI3339'ROADWAY SHOULDER AREA.
 DI3339'
 DI3339'THE STATION IS 6.6 M (21.7 FT) SOUTH FROM THE CENTERLINE OF STATE
 DI3339'ROUTE 44 AND 4.2 M (13.8 FT)  NORTHWEST FROM THE SOUTHEAST CORNER
 DI3339'BRIDGE PARAPET TOPPED WITH 8 FT (2.4 M) CURVED  CHAIN LINK FENCE.
 DI3339
 DI3339                          STATION RECOVERY (2008)
 DI3339
 DI3339'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DI3339'RECOVERED AS DESCRIBED.
 DI3339
 DI3339                          STATION RECOVERY (2020)
 DI3339
 DI3339'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3339'RECOVERED IN GOOD CONDITION.
 DI3339
 DI3339                          STATION RECOVERY (2021)
 DI3339
 DI3339'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0260 ***********************************************************************
 JU0260  DESIGNATION -  80
 JU0260  PID         -  JU0260
 JU0260  STATE/COUNTY-  NJ/BURLINGTON
 JU0260  COUNTRY     -  US
 JU0260  USGS QUAD   -  WOODMANSIE (2019)
 JU0260
 JU0260                         *CURRENT SURVEY CONTROL
 JU0260  ______________________________________________________________________
 JU0260* NAD 83(1986) POSITION- 39 51 35.     (N) 074 28 34.     (W)   SCALED
 JU0260* NAVD 88 ORTHO HEIGHT -    51.754 (meters)      169.80  (feet) ADJUSTED
 JU0260  ______________________________________________________________________
 JU0260  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 JU0260  DYNAMIC HEIGHT  -         51.730 (meters)      169.72  (feet) COMP
 JU0260  MODELED GRAVITY -    980,158.2   (mgal)                       NAVD 88
 JU0260
 JU0260  VERT ORDER      -  SECOND    CLASS 0
 JU0260
 JU0260.The horizontal coordinates were scaled from a map and have
 JU0260.an estimated accuracy of +/- 6 seconds.
 JU0260
 JU0260.The orthometric height was determined by differential leveling and
 JU0260.adjusted by the NATIONAL GEODETIC SURVEY
 JU0260.in June 1991.
 JU0260
 JU0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0260.GEOID18 height accuracy estimate available here.
 JU0260
 JU0260.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK448123(NAD 83)
 JU0260
 JU0260                          SUPERSEDED SURVEY CONTROL
 JU0260
 JU0260  NGVD 29 (11/26/84)   52.134  (m)          171.04   (f) ADJUSTED    2 0
 JU0260
 JU0260.Superseded values are not recommended for survey control.
 JU0260
 JU0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0260.See file dsdata.pdf to determine how the superseded data were derived.
 JU0260
 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 = JULY 24, 2026 22:12:30 EDT
 KV0492 ***********************************************************************
 KV0492  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0492  DESIGNATION -  800 NJGS
 KV0492  PID         -  KV0492
 KV0492  STATE/COUNTY-  NJ/BERGEN
 KV0492  COUNTRY     -  US
 KV0492  USGS QUAD   -  HACKENSACK (2019)
 KV0492
 KV0492                         *CURRENT SURVEY CONTROL
 KV0492  ______________________________________________________________________
 KV0492* NAD 83(1986) POSITION- 40 53 30.     (N) 074 02 39.     (W)   SCALED
 KV0492* NAVD 88 ORTHO HEIGHT -     6.171 (meters)       20.25  (feet) ADJUSTED
 KV0492  ______________________________________________________________________
 KV0492  GEOID HEIGHT    -        -31.862 (meters)                     GEOID18
 KV0492  DYNAMIC HEIGHT  -          6.169 (meters)       20.24  (feet) COMP
 KV0492  MODELED GRAVITY -    980,239.5   (mgal)                       NAVD 88
 KV0492
 KV0492  VERT ORDER      -  FIRST     CLASS II
 KV0492
 KV0492.The horizontal coordinates were scaled from a map and have
 KV0492.an estimated accuracy of +/- 6 seconds.
 KV0492
 KV0492.The orthometric height was determined by differential leveling and
 KV0492.adjusted by the NATIONAL GEODETIC SURVEY
 KV0492.in June 1991.
 KV0492
 KV0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0492.GEOID18 height accuracy estimate available here.
 KV0492
 KV0492.This Tidal Bench Mark is designated as VM 2434
 KV0492.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0492
 KV0492.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL805271(NAD 83)
 KV0492
 KV0492                          SUPERSEDED SURVEY CONTROL
 KV0492
 KV0492  NGVD 29 (11/26/84)    6.479  (m)           21.26   (f) ADJUSTED    1 2
 KV0492
 KV0492.Superseded values are not recommended for survey control.
 KV0492
 KV0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0492.See file dsdata.pdf to determine how the superseded data were derived.
 KV0492
 KV0492_MARKER: DD = SURVEY DISK
 KV0492_SETTING: 7 = 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  HISTORY     - 20090407 POOR             BOSWEL
 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.
 KV0492
 KV0492                          STATION RECOVERY (2009)
 KV0492
 KV0492'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (LB)
 KV0492'MONUMENT FOUND. DISC MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9808 ***********************************************************************
 DE9808  DESIGNATION -  8001
 DE9808  PID         -  DE9808
 DE9808  STATE/COUNTY-  NJ/MERCER
 DE9808  COUNTRY     -  US
 DE9808  USGS QUAD   -  TRENTON EAST (2019)
 DE9808
 DE9808                         *CURRENT SURVEY CONTROL
 DE9808  ______________________________________________________________________
 DE9808* NAD 83(1986) POSITION- 40 10 26.     (N) 074 39 11.     (W)   SCALED
 DE9808* NAVD 88 ORTHO HEIGHT -    16.948 (meters)       55.60  (feet) ADJUSTED
 DE9808  ______________________________________________________________________
 DE9808  GEOID HEIGHT    -        -32.759 (meters)                     GEOID18
 DE9808  DYNAMIC HEIGHT  -         16.941 (meters)       55.58  (feet) COMP
 DE9808  MODELED GRAVITY -    980,198.5   (mgal)                       NAVD 88
 DE9808
 DE9808  VERT ORDER      -  FIRST     CLASS II
 DE9808
 DE9808.The horizontal coordinates were scaled from a map and have
 DE9808.an estimated accuracy of +/- 6 seconds.
 DE9808
 DE9808.The orthometric height was determined by differential leveling and
 DE9808.adjusted by the NATIONAL GEODETIC SURVEY
 DE9808.in March 2005.
 DE9808
 DE9808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9808.GEOID18 height accuracy estimate available here.
 DE9808
 DE9808.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK295471(NAD 83)
 DE9808
 DE9808                          SUPERSEDED SURVEY CONTROL
 DE9808
 DE9808.No superseded survey control is available for this station.
 DE9808
 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 = JULY 24, 2026 22:12:30 EDT
 KV0491 ***********************************************************************
 KV0491  DESIGNATION -  801
 KV0491  PID         -  KV0491
 KV0491  STATE/COUNTY-  NJ/BERGEN
 KV0491  COUNTRY     -  US
 KV0491  USGS QUAD   -  HACKENSACK (2019)
 KV0491
 KV0491                         *CURRENT SURVEY CONTROL
 KV0491  ______________________________________________________________________
 KV0491* NAD 83(1986) POSITION- 40 53 38.     (N) 074 02 50.     (W)   SCALED
 KV0491* NAVD 88 ORTHO HEIGHT -     6.261 (meters)       20.54  (feet) ADJUSTED
 KV0491  ______________________________________________________________________
 KV0491  GEOID HEIGHT    -        -31.873 (meters)                     GEOID18
 KV0491  DYNAMIC HEIGHT  -          6.258 (meters)       20.53  (feet) COMP
 KV0491  MODELED GRAVITY -    980,239.1   (mgal)                       NAVD 88
 KV0491
 KV0491  VERT ORDER      -  FIRST     CLASS II
 KV0491
 KV0491.The horizontal coordinates were scaled from a map and have
 KV0491.an estimated accuracy of +/- 6 seconds.
 KV0491
 KV0491.The orthometric height was determined by differential leveling and
 KV0491.adjusted by the NATIONAL GEODETIC SURVEY
 KV0491.in June 1991.
 KV0491
 KV0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0491.GEOID18 height accuracy estimate available here.
 KV0491
 KV0491.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL802274(NAD 83)
 KV0491
 KV0491                          SUPERSEDED SURVEY CONTROL
 KV0491
 KV0491  NGVD 29 (11/26/84)    6.570  (m)           21.56   (f) ADJUSTED    1 2
 KV0491
 KV0491.Superseded values are not recommended for survey control.
 KV0491
 KV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0491.See file dsdata.pdf to determine how the superseded data were derived.
 KV0491
 KV0491_MARKER: DD = SURVEY DISK
 KV0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0491_STAMPING: 21.586 801
 KV0491_MARK LOGO: CGS+SS
 KV0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0491+STABILITY: SURFACE MOTION
 KV0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0491+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 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  HISTORY     - 20081212 GOOD             UNIWAT
 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.
 KV0491
 KV0491                          STATION RECOVERY (2008)
 KV0491
 KV0491'RECOVERY NOTE BY UNITED WATER 2008 (TG)
 KV0491'STATION IS LOCATED 1.5FT SOUTH EAST FROM THE SOUTH EAST CORNER OF A 4
 KV0491'FT HIGH CHAIN LINK FENCE SURROUNDING THE LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6022 ***********************************************************************
 KV6022  DESIGNATION -  8011
 KV6022  PID         -  KV6022
 KV6022  STATE/COUNTY-  NJ/MERCER
 KV6022  COUNTRY     -  US
 KV6022  USGS QUAD   -  TRENTON EAST (2019)
 KV6022
 KV6022                         *CURRENT SURVEY CONTROL
 KV6022  ______________________________________________________________________
 KV6022* NAD 83(1986) POSITION- 40 13 06.     (N) 074 44 38.     (W)   SCALED
 KV6022* NAVD 88 ORTHO HEIGHT -    18.988 (meters)       62.30  (feet) ADJUSTED
 KV6022  ______________________________________________________________________
 KV6022  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 KV6022  DYNAMIC HEIGHT  -         18.979 (meters)       62.27  (feet) COMP
 KV6022  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 KV6022
 KV6022  VERT ORDER      -  FIRST     CLASS I
 KV6022
 KV6022.The horizontal coordinates were scaled from a map and have
 KV6022.an estimated accuracy of +/- 6 seconds.
 KV6022
 KV6022.The orthometric height was determined by differential leveling and
 KV6022.adjusted by the NATIONAL GEODETIC SURVEY
 KV6022.in June 1991.
 KV6022
 KV6022.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6022.GEOID18 height accuracy estimate available here.
 KV6022
 KV6022.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK217520(NAD 83)
 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
 KV6022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6022.See file dsdata.pdf to determine how the superseded data were derived.
 KV6022
 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  HISTORY     - 20061122 MARK NOT FOUND   GEOCAC
 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.
 KV6022
 KV6022                          STATION RECOVERY (2006)
 KV6022
 KV6022'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KV6022'APPARENT LOCATION IS AREA OF SIDEWALK OF DIFFERENT COLOR CONCRETE THAN
 KV6022'SURROUNDING SIDEWALK. STATION MAY HAVE BEEN LOST OR COVERED IN
 KV6022'SIDEWALK REPAIR.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6026 ***********************************************************************
 KV6026  DESIGNATION -  8015
 KV6026  PID         -  KV6026
 KV6026  STATE/COUNTY-  NJ/MERCER
 KV6026  COUNTRY     -  US
 KV6026  USGS QUAD   -  TRENTON WEST (2016)
 KV6026
 KV6026                         *CURRENT SURVEY CONTROL
 KV6026  ______________________________________________________________________
 KV6026* NAD 83(1986) POSITION- 40 12 48.     (N) 074 45 24.     (W)   SCALED
 KV6026* NAVD 88 ORTHO HEIGHT -    15.800 (meters)       51.84  (feet) ADJUSTED
 KV6026  ______________________________________________________________________
 KV6026  GEOID HEIGHT    -        -33.127 (meters)                     GEOID18
 KV6026  DYNAMIC HEIGHT  -         15.792 (meters)       51.81  (feet) COMP
 KV6026  MODELED GRAVITY -    980,179.3   (mgal)                       NAVD 88
 KV6026
 KV6026  VERT ORDER      -  FIRST     CLASS I
 KV6026
 KV6026.The horizontal coordinates were scaled from a map and have
 KV6026.an estimated accuracy of +/- 6 seconds.
 KV6026
 KV6026.The orthometric height was determined by differential leveling and
 KV6026.adjusted by the NATIONAL GEODETIC SURVEY
 KV6026.in June 1991.
 KV6026
 KV6026.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6026.GEOID18 height accuracy estimate available here.
 KV6026
 KV6026.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207514(NAD 83)
 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
 KV6026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6026.See file dsdata.pdf to determine how the superseded data were derived.
 KV6026
 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 = JULY 24, 2026 22:12:30 EDT
 KV6027 ***********************************************************************
 KV6027  DESIGNATION -  8016
 KV6027  PID         -  KV6027
 KV6027  STATE/COUNTY-  NJ/MERCER
 KV6027  COUNTRY     -  US
 KV6027  USGS QUAD   -  TRENTON WEST (2016)
 KV6027
 KV6027                         *CURRENT SURVEY CONTROL
 KV6027  ______________________________________________________________________
 KV6027* NAD 83(2011) POSITION- 40 12 35.37452(N) 074 45 20.69165(W)   ADJUSTED
 KV6027* NAD 83(2011) ELLIP HT-   -17.646 (meters)        (06/27/12)   ADJUSTED
 KV6027* NAD 83(2011) EPOCH   -  2010.00
 KV6027* NAVD 88 ORTHO HEIGHT -    15.466 (meters)       50.74  (feet) ADJUSTED
 KV6027  ______________________________________________________________________
 KV6027  GEOID HEIGHT    -        -33.113 (meters)                     GEOID18
 KV6027  NAD 83(2011) X  -  1,282,511.468 (meters)                     COMP
 KV6027  NAD 83(2011) Y  - -4,706,057.870 (meters)                     COMP
 KV6027  NAD 83(2011) Z  -  4,095,794.331 (meters)                     COMP
 KV6027  LAPLACE CORR    -          4.47  (seconds)                    DEFLEC18
 KV6027  DYNAMIC HEIGHT  -         15.459 (meters)       50.72  (feet) COMP
 KV6027  MODELED GRAVITY -    980,180.0   (mgal)                       NAVD 88
 KV6027
 KV6027  VERT ORDER      -  FIRST     CLASS I
 KV6027
 KV6027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6027  Standards:
 KV6027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6027  -------------------------------------------------------------------
 KV6027  NETWORK    0.73   0.86           0.27   0.32   0.44     -0.15957089
 KV6027  -------------------------------------------------------------------
 KV6027  Click here for local accuracies and other accuracy information.
 KV6027
 KV6027.The horizontal coordinates were established by GPS observations
 KV6027.and adjusted by the National Geodetic Survey in June 2012.
 KV6027
 KV6027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6027.been affixed to the stable North American tectonic plate. See 
 KV6027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6027
 KV6027.The horizontal coordinates are valid at the epoch date displayed above
 KV6027.which is a decimal equivalence of Year/Month/Day.
 KV6027
 KV6027.The orthometric height was determined by differential leveling and
 KV6027.adjusted by the NATIONAL GEODETIC SURVEY
 KV6027.in June 1991.
 KV6027
 KV6027.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6027.GEOID18 height accuracy estimate available here.
 KV6027
 KV6027.Click photographs - Photos may exist for this station.
 KV6027
 KV6027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6027
 KV6027.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6027
 KV6027.The ellipsoidal height was determined by GPS observations
 KV6027.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6027
 KV6027;                    North         East     Units Scale Factor Converg.
 KV6027;SPC NJ       -   152,841.850   128,229.877   MT  0.99990583   -0 09 54.4
 KV6027;SPC NJ       -   501,448.64    420,700.85   sFT  0.99990583   -0 09 54.4
 KV6027;SPC PA S     -   101,641.841   854,849.494   MT  0.99996829   +1 56 33.5
 KV6027;SPC PA S     -   333,469.94  2,804,618.71   sFT  0.99996829   +1 56 33.5
 KV6027;UTM  18      - 4,451,074.906   520,785.359   MT  0.99960532   +0 09 27.7
 KV6027
 KV6027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6027!SPC NJ       -   1.00000277  x   0.99990583  =   0.99990860
 KV6027!SPC PA S     -   1.00000277  x   0.99996829  =   0.99997106
 KV6027!UTM  18      -   1.00000277  x   0.99960532  =   0.99960809
 KV6027
 KV6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2078551074(NAD 83)
 KV6027
 KV6027                          SUPERSEDED SURVEY CONTROL
 KV6027
 KV6027  NAD 83(2007)-  40 12 35.37494(N)    074 45 20.69236(W) AD(2002.00) 0
 KV6027  ELLIP H (02/10/07)  -17.637  (m)                       GP(2002.00)    
 KV6027  ELLIP H (10/23/02)  -17.609  (m)                       GP(       ) 4 1
 KV6027  NAD 83(1996)-  40 12 35.37510(N)    074 45 20.69257(W) AD(       ) 1
 KV6027  ELLIP H (05/14/99)  -17.607  (m)                       GP(       ) 4 1
 KV6027  NAD 83(1986)-  40 12 35.37504(N)    074 45 20.69505(W) AD(       ) 1
 KV6027  NGVD 29              15.79   (m)           51.8    (f) LEVELING    3  
 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
 KV6027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6027.See file dsdata.pdf to determine how the superseded data were derived.
 KV6027
 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     - 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 (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 = JULY 24, 2026 22:12:30 EDT
 KV6028 ***********************************************************************
 KV6028  DESIGNATION -  8017
 KV6028  PID         -  KV6028
 KV6028  STATE/COUNTY-  NJ/MERCER
 KV6028  COUNTRY     -  US
 KV6028  USGS QUAD   -  TRENTON WEST (2016)
 KV6028
 KV6028                         *CURRENT SURVEY CONTROL
 KV6028  ______________________________________________________________________
 KV6028* NAD 83(1986) POSITION- 40 12 32.     (N) 074 45 16.     (W)   SCALED
 KV6028* NAVD 88 ORTHO HEIGHT -    17.249 (meters)       56.59  (feet) ADJUSTED
 KV6028  ______________________________________________________________________
 KV6028  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 KV6028  DYNAMIC HEIGHT  -         17.241 (meters)       56.56  (feet) COMP
 KV6028  MODELED GRAVITY -    980,180.5   (mgal)                       NAVD 88
 KV6028
 KV6028  VERT ORDER      -  FIRST     CLASS II
 KV6028
 KV6028.The horizontal coordinates were scaled from a map and have
 KV6028.an estimated accuracy of +/- 6 seconds.
 KV6028
 KV6028.The orthometric height was determined by differential leveling and
 KV6028.adjusted by the NATIONAL GEODETIC SURVEY
 KV6028.in March 2005.
 KV6028
 KV6028.No vertical observational check was made to the station.
 KV6028
 KV6028.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6028.GEOID18 height accuracy estimate available here.
 KV6028
 KV6028.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208509(NAD 83)
 KV6028
 KV6028                          SUPERSEDED SURVEY CONTROL
 KV6028
 KV6028  NAVD 88 (06/15/91)   17.252  (m)           56.60   (f) SUPERSEDED  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
 KV6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6028.See file dsdata.pdf to determine how the superseded data were derived.
 KV6028
 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 = JULY 24, 2026 22:12:30 EDT
 KV6029 ***********************************************************************
 KV6029  DESIGNATION -  8020
 KV6029  PID         -  KV6029
 KV6029  STATE/COUNTY-  NJ/MERCER
 KV6029  COUNTRY     -  US
 KV6029  USGS QUAD   -  TRENTON WEST (2016)
 KV6029
 KV6029                         *CURRENT SURVEY CONTROL
 KV6029  ______________________________________________________________________
 KV6029* NAD 83(1986) POSITION- 40 12 21.     (N) 074 45 17.     (W)   SCALED
 KV6029* NAVD 88 ORTHO HEIGHT -    13.567 (meters)       44.51  (feet) ADJUSTED
 KV6029  ______________________________________________________________________
 KV6029  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 KV6029  DYNAMIC HEIGHT  -         13.561 (meters)       44.49  (feet) COMP
 KV6029  MODELED GRAVITY -    980,181.0   (mgal)                       NAVD 88
 KV6029
 KV6029  VERT ORDER      -  FIRST     CLASS I
 KV6029
 KV6029.The horizontal coordinates were scaled from a map and have
 KV6029.an estimated accuracy of +/- 6 seconds.
 KV6029
 KV6029.The orthometric height was determined by differential leveling and
 KV6029.adjusted by the NATIONAL GEODETIC SURVEY
 KV6029.in June 1991.
 KV6029
 KV6029.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6029.GEOID18 height accuracy estimate available here.
 KV6029
 KV6029.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208506(NAD 83)
 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
 KV6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6029.See file dsdata.pdf to determine how the superseded data were derived.
 KV6029
 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 = JULY 24, 2026 22:12:30 EDT
 AI8454 ***********************************************************************
 AI8454  DESIGNATION -  803
 AI8454  PID         -  AI8454
 AI8454  STATE/COUNTY-  NJ/BERGEN
 AI8454  COUNTRY     -  US
 AI8454  USGS QUAD   -  HACKENSACK (2019)
 AI8454
 AI8454                         *CURRENT SURVEY CONTROL
 AI8454  ______________________________________________________________________
 AI8454* NAD 83(1986) POSITION- 40 52 52.79   (N) 074 02 31.54   (W)   HD_HELD1
 AI8454* NAVD 88 ORTHO HEIGHT -     1.014 (meters)        3.33  (feet) ADJUSTED
 AI8454  ______________________________________________________________________
 AI8454  GEOID HEIGHT    -        -31.858 (meters)                     GEOID18
 AI8454  DYNAMIC HEIGHT  -          1.014 (meters)        3.33  (feet) COMP
 AI8454  MODELED GRAVITY -    980,239.8   (mgal)                       NAVD 88
 AI8454
 AI8454  VERT ORDER      -  FIRST     CLASS II
 AI8454
 AI8454.The horizontal coordinates were determined by differentially corrected
 AI8454.hand held GPS observations or other comparable positioning techniques
 AI8454.and have an estimated accuracy of +/- 3 meters.
 AI8454
 AI8454.The orthometric height was determined by differential leveling and
 AI8454.adjusted by the NATIONAL GEODETIC SURVEY
 AI8454.in March 2001.
 AI8454
 AI8454.No vertical observational check was made to the station.
 AI8454
 AI8454.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8454.GEOID18 height accuracy estimate available here.
 AI8454
 AI8454.Click photographs - Photos may exist for this station.
 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       -   227,471.2     188,591.2     MT  (+/- 3 meters HH1 GPS) 
 AI8454
 AI8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8070626025(NAD 83)
 AI8454
 AI8454                          SUPERSEDED SURVEY CONTROL
 AI8454
 AI8454.No superseded survey control is available for this station.
 AI8454
 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 = JULY 24, 2026 22:12:30 EDT
 KV0511 ***********************************************************************
 KV0511  DESIGNATION -  805 NJGS
 KV0511  PID         -  KV0511
 KV0511  STATE/COUNTY-  NJ/BERGEN
 KV0511  COUNTRY     -  US
 KV0511  USGS QUAD   -  WEEHAWKEN (2016)
 KV0511
 KV0511                         *CURRENT SURVEY CONTROL
 KV0511  ______________________________________________________________________
 KV0511* NAD 83(1986) POSITION- 40 52 15.     (N) 074 03 48.     (W)   SCALED
 KV0511* NAVD 88 ORTHO HEIGHT -    13.173 (meters)       43.22  (feet) ADJUSTED
 KV0511  ______________________________________________________________________
 KV0511  GEOID HEIGHT    -        -31.939 (meters)                     GEOID18
 KV0511  DYNAMIC HEIGHT  -         13.168 (meters)       43.20  (feet) COMP
 KV0511  MODELED GRAVITY -    980,236.8   (mgal)                       NAVD 88
 KV0511
 KV0511  VERT ORDER      -  SECOND    CLASS 0
 KV0511
 KV0511.The horizontal coordinates were scaled from a map and have
 KV0511.an estimated accuracy of +/- 6 seconds.
 KV0511
 KV0511.The orthometric height was determined by differential leveling and
 KV0511.adjusted by the NATIONAL GEODETIC SURVEY
 KV0511.in June 1991.
 KV0511
 KV0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0511.GEOID18 height accuracy estimate available here.
 KV0511
 KV0511.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL789248(NAD 83)
 KV0511
 KV0511                          SUPERSEDED SURVEY CONTROL
 KV0511
 KV0511  NGVD 29 (11/26/84)   13.483  (m)           44.24   (f) ADJUSTED    2 0
 KV0511
 KV0511.Superseded values are not recommended for survey control.
 KV0511
 KV0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0511.See file dsdata.pdf to determine how the superseded data were derived.
 KV0511
 KV0511_MARKER: DD = SURVEY DISK
 KV0511_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0511_SP_SET: SIDEWALK
 KV0511_STAMPING: 805 44.229
 KV0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0511+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2021
 KV0511
 KV0511  HISTORY     - Date     Condition        Report By
 KV0511  HISTORY     - 1956     MONUMENTED       NJGS
 KV0511  HISTORY     - 1956     GOOD             CGS
 KV0511  HISTORY     - 19940918 POOR             USPSQD
 KV0511  HISTORY     - 20210927 SEE DESCRIPTION  NJGS
 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.
 KV0511
 KV0511                          STATION RECOVERY (2021)
 KV0511
 KV0511'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV0511'DESTROYED, DISK MISSING FROM SURFACE OF SIDEWALK.  REPORT BY JAMES
 KV0511'ROMER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0722 ***********************************************************************
 LY0722  DESIGNATION -  808.39
 LY0722  PID         -  LY0722
 LY0722  STATE/COUNTY-  NJ/SUSSEX
 LY0722  COUNTRY     -  US
 LY0722  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0722
 LY0722                         *CURRENT SURVEY CONTROL
 LY0722  ______________________________________________________________________
 LY0722* NAD 83(1986) POSITION- 41 16 36.5    (N) 074 39 09.7    (W)   HD_HELD2
 LY0722* NAVD 88 ORTHO HEIGHT -   246.162 (meters)      807.62  (feet) ADJUSTED
 LY0722  ______________________________________________________________________
 LY0722  GEOID HEIGHT    -        -32.293 (meters)                     GEOID18
 LY0722  DYNAMIC HEIGHT  -        246.056 (meters)      807.27  (feet) COMP
 LY0722  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 LY0722
 LY0722  VERT ORDER      -  FIRST     CLASS II
 LY0722
 LY0722.The horizontal coordinates were established by autonomous hand held GPS
 LY0722.observations and have an estimated accuracy of +/- 10 meters.
 LY0722
 LY0722.The orthometric height was determined by differential leveling and
 LY0722.adjusted by the NATIONAL GEODETIC SURVEY
 LY0722.in June 1991.
 LY0722
 LY0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0722.GEOID18 height accuracy estimate available here.
 LY0722
 LY0722.Click photographs - Photos may exist for this station.
 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       -   271,297.      137,208.      MT  (+/- 10 meters HH2 GPS)
 LY0722
 LY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2908669544(NAD 83)
 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
 LY0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0722.See file dsdata.pdf to determine how the superseded data were derived.
 LY0722
 LY0722_MARKER: X = CHISELED CROSS
 LY0722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0722_SP_SET: BUILDING CORNER STONE
 LY0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0722+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2006
 LY0722
 LY0722  HISTORY     - Date     Condition        Report By
 LY0722  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0722  HISTORY     - 1942     GOOD             CGS
 LY0722  HISTORY     - 20030910 GOOD             AASCO
 LY0722  HISTORY     - 20061026 GOOD             GEOCAC
 LY0722  HISTORY     - 20200406 GOOD             BOSWEL
 LY0722
 LY0722                          STATION DESCRIPTION
 LY0722
 LY0722'DESCRIBED BY COAST AND 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.
 LY0722
 LY0722                          STATION RECOVERY (2006)
 LY0722
 LY0722'RECOVERY NOTE BY GEOCACHING 2006 (WS)
 LY0722'RECOVERED IN GOOD CONDITION.
 LY0722
 LY0722                          STATION RECOVERY (2020)
 LY0722
 LY0722'RECOVERY NOTE BY BOSWELL ENGINEERING 2020 (AB)
 LY0722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0261 ***********************************************************************
 JU0261  DESIGNATION -  81
 JU0261  PID         -  JU0261
 JU0261  STATE/COUNTY-  NJ/BURLINGTON
 JU0261  COUNTRY     -  US
 JU0261  USGS QUAD   -  WOODMANSIE (2019)
 JU0261
 JU0261                         *CURRENT SURVEY CONTROL
 JU0261  ______________________________________________________________________
 JU0261* NAD 83(1986) POSITION- 39 50 57.     (N) 074 29 23.     (W)   SCALED
 JU0261* NAVD 88 ORTHO HEIGHT -    47.135 (meters)      154.64  (feet) ADJUSTED
 JU0261  ______________________________________________________________________
 JU0261  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 JU0261  DYNAMIC HEIGHT  -         47.113 (meters)      154.57  (feet) COMP
 JU0261  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 JU0261
 JU0261  VERT ORDER      -  SECOND    CLASS 0
 JU0261
 JU0261.The horizontal coordinates were scaled from a map and have
 JU0261.an estimated accuracy of +/- 6 seconds.
 JU0261
 JU0261.The orthometric height was determined by differential leveling and
 JU0261.adjusted by the NATIONAL GEODETIC SURVEY
 JU0261.in June 1991.
 JU0261
 JU0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0261.GEOID18 height accuracy estimate available here.
 JU0261
 JU0261.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK436111(NAD 83)
 JU0261
 JU0261                          SUPERSEDED SURVEY CONTROL
 JU0261
 JU0261  NGVD 29 (11/26/84)   47.516  (m)          155.89   (f) ADJUSTED    2 0
 JU0261
 JU0261.Superseded values are not recommended for survey control.
 JU0261
 JU0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0261.See file dsdata.pdf to determine how the superseded data were derived.
 JU0261
 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 = JULY 24, 2026 22:12:30 EDT
 DE9807 ***********************************************************************
 DE9807  DESIGNATION -  8102
 DE9807  PID         -  DE9807
 DE9807  STATE/COUNTY-  NJ/MERCER
 DE9807  COUNTRY     -  US
 DE9807  USGS QUAD   -  TRENTON EAST (2019)
 DE9807
 DE9807                         *CURRENT SURVEY CONTROL
 DE9807  ______________________________________________________________________
 DE9807* NAD 83(1986) POSITION- 40 10 30.     (N) 074 39 24.     (W)   SCALED
 DE9807* NAVD 88 ORTHO HEIGHT -    18.226 (meters)       59.80  (feet) ADJUSTED
 DE9807  ______________________________________________________________________
 DE9807  GEOID HEIGHT    -        -32.770 (meters)                     GEOID18
 DE9807  DYNAMIC HEIGHT  -         18.218 (meters)       59.77  (feet) COMP
 DE9807  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 DE9807
 DE9807  VERT ORDER      -  FIRST     CLASS II
 DE9807
 DE9807.The horizontal coordinates were scaled from a map and have
 DE9807.an estimated accuracy of +/- 6 seconds.
 DE9807
 DE9807.The orthometric height was determined by differential leveling and
 DE9807.adjusted by the NATIONAL GEODETIC SURVEY
 DE9807.in March 2005.
 DE9807
 DE9807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9807.GEOID18 height accuracy estimate available here.
 DE9807
 DE9807.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK292472(NAD 83)
 DE9807
 DE9807                          SUPERSEDED SURVEY CONTROL
 DE9807
 DE9807.No superseded survey control is available for this station.
 DE9807
 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 = JULY 24, 2026 22:12:30 EDT
 KV6802 ***********************************************************************
 KV6802  DESIGNATION -  8105
 KV6802  PID         -  KV6802
 KV6802  STATE/COUNTY-  NJ/MERCER
 KV6802  COUNTRY     -  US
 KV6802  USGS QUAD   -  TRENTON EAST (2019)
 KV6802
 KV6802                         *CURRENT SURVEY CONTROL
 KV6802  ______________________________________________________________________
 KV6802* NAD 83(2011) POSITION- 40 10 16.61593(N) 074 38 07.17610(W)   ADJUSTED
 KV6802* NAD 83(2011) ELLIP HT-    -7.263 (meters)        (06/27/12)   ADJUSTED
 KV6802* NAD 83(2011) EPOCH   -  2010.00
 KV6802* NAVD 88 ORTHO HEIGHT -    25.446 (meters)       83.48  (feet) ADJUSTED
 KV6802  ______________________________________________________________________
 KV6802  GEOID HEIGHT    -        -32.712 (meters)                     GEOID18
 KV6802  NAD 83(2011) X  -  1,293,133.457 (meters)                     COMP
 KV6802  NAD 83(2011) Y  - -4,706,022.830 (meters)                     COMP
 KV6802  NAD 83(2011) Z  -  4,092,531.638 (meters)                     COMP
 KV6802  LAPLACE CORR    -          4.41  (seconds)                    DEFLEC18
 KV6802  DYNAMIC HEIGHT  -         25.436 (meters)       83.45  (feet) COMP
 KV6802  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 KV6802
 KV6802  VERT ORDER      -  FIRST     CLASS II
 KV6802
 KV6802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6802  Standards:
 KV6802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6802  -------------------------------------------------------------------
 KV6802  NETWORK    0.60   0.92           0.27   0.21   0.47      0.00416599
 KV6802  -------------------------------------------------------------------
 KV6802  Click here for local accuracies and other accuracy information.
 KV6802
 KV6802.The horizontal coordinates were established by GPS observations
 KV6802.and adjusted by the National Geodetic Survey in June 2012.
 KV6802
 KV6802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6802.been affixed to the stable North American tectonic plate. See 
 KV6802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6802
 KV6802.The horizontal coordinates are valid at the epoch date displayed above
 KV6802.which is a decimal equivalence of Year/Month/Day.
 KV6802
 KV6802.The orthometric height was determined by differential leveling and
 KV6802.adjusted by the NATIONAL GEODETIC SURVEY
 KV6802.in March 2005.
 KV6802
 KV6802.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6802.GEOID18 height accuracy estimate available here.
 KV6802
 KV6802.Click photographs - Photos may exist for this station.
 KV6802
 KV6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6802
 KV6802.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6802
 KV6802.The ellipsoidal height was determined by GPS observations
 KV6802.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6802
 KV6802;                    North         East     Units Scale Factor Converg.
 KV6802;SPC NJ       -   148,539.825   138,474.008   MT  0.99990163   -0 05 14.3
 KV6802;SPC NJ       -   487,334.41    454,310.14   sFT  0.99990163   -0 05 14.3
 KV6802;SPC PA S     -    97,719.263   865,245.617   MT  0.99997133   +2 01 14.8
 KV6802;SPC PA S     -   320,600.62  2,838,726.66   sFT  0.99997133   +2 01 14.8
 KV6802;UTM  18      - 4,446,831.893   531,050.524   MT  0.99961187   +0 14 06.9
 KV6802
 KV6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6802!SPC NJ       -   1.00000114  x   0.99990163  =   0.99990277
 KV6802!SPC PA S     -   1.00000114  x   0.99997133  =   0.99997247
 KV6802!UTM  18      -   1.00000114  x   0.99961187  =   0.99961301
 KV6802
 KV6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3105046831(NAD 83)
 KV6802
 KV6802                          SUPERSEDED SURVEY CONTROL
 KV6802
 KV6802  NAD 83(2007)-  40 10 16.61644(N)    074 38 07.17684(W) AD(2002.00) 0
 KV6802  ELLIP H (02/10/07)   -7.254  (m)                       GP(2002.00)    
 KV6802  ELLIP H (10/23/02)   -7.223  (m)                       GP(       ) 4 1
 KV6802  NAD 83(1996)-  40 10 16.61674(N)    074 38 07.17698(W) AD(       ) 1
 KV6802  ELLIP H (05/14/99)   -7.228  (m)                       GP(       ) 4 1
 KV6802  NAD 83(1986)-  40 10 16.61689(N)    074 38 07.17968(W) AD(       ) 1
 KV6802  NAVD 88 (04/17/03)   25.4    (m)  GEOID99  model used  GPS OBS        
 KV6802  NGVD 29 (09/20/93)   25.8    (m)  GEOID90  model used  GPS OBS        
 KV6802
 KV6802.Superseded values are not recommended for survey control.
 KV6802
 KV6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6802.See file dsdata.pdf to determine how the superseded data were derived.
 KV6802
 KV6802_MARKER: DD = SURVEY DISK
 KV6802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6802_STAMPING: 8105
 KV6802_MARK LOGO: NJGS
 KV6802_PROJECTION: RECESSED 25 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 - September 11, 2017
 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  HISTORY     - 20060316 GOOD             BANC
 KV6802  HISTORY     - 20160404 GOOD             NJGS
 KV6802  HISTORY     - 20170911 GOOD             PBCONS
 KV6802
 KV6802                          STATION DESCRIPTION
 KV6802
 KV6802'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6802'THE FARM HOUSE MENTIONED IN THE 1990 DESCRIPTION HAS BEEN REPLACED BY
 KV6802'THE SAINT JAMES EPISCOPAL CHURCH.
 KV6802'
 KV6802'THE STATION IS 44 M WEST FROM THE EXTENDED CENTERLINE OF THE DRIVEWAY
 KV6802'LEADING TO THE CHURCH, AND 0.1 MI EAST FROM THE COUNTY ROUTE 524
 KV6802'BRIDGE OVER THE NEW JERSEY TURNPIKE.
 KV6802
 KV6802                          STATION RECOVERY (1990)
 KV6802
 KV6802'RECOVERY NOTE 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.
 KV6802'
 KV6802'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 130 AND COUNTY
 KV6802'ROAD 524, IN YARDVILLE, GO 1.9 MI (3.1 KM) EAST ON COUNTY ROAD 524 TO
 KV6802'THE STATION ON THE RIGHT.
 KV6802'
 KV6802'THE STATION IS OPPOSITE THE CENTER OF A 2 STORY FRAME FARM HOUSE,
 KV6802'NUMBER 1030, ON THE NORTH SIDE OF THE ROAD, 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 OF
 KV6802'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 YARD,
 KV6802'14.0 M (45.9 FT) EAST OF THE CENTERLINE EXTENDED OF THE DRIVEWAY TO
 KV6802'THE FARM AND 29.3 M (96.1 FT) WEST OF POLE NUMBER 60038 HM.  THE
 KV6802'STATION IS 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6802
 KV6802                          STATION RECOVERY (2002)
 KV6802
 KV6802'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002
 KV6802'RECOVERED IN GOOD CONDITION.
 KV6802
 KV6802                          STATION RECOVERY (2006)
 KV6802
 KV6802'RECOVERY NOTE BY BANC 3 2006 (AEG)
 KV6802'RECOVERED IN GOOD CONDITION.
 KV6802
 KV6802                          STATION RECOVERY (2016)
 KV6802
 KV6802'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV6802'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHEAST OF
 KV6802'COLUMBUS, 6.5 MI (10.5 KM) EAST-SOUTHEAST OF TRENTON AND 2.8 MI
 KV6802'(4.5 KM) WEST OF ALLENTOWN, IN HAMILTON TOWNSHIP.
 KV6802'
 KV6802'THE STATION IS ABOUT 0.2 MI (0.3 KM) EAST OF THE CENTER OF THE BRIDGE
 KV6802'OF THE NEWLY ALIGNED YARDVILLE-ALLENTOWN ROAD (COUNTY ROUTE 524) OVER
 KV6802'THE NEW JERSEY TURNPIKE.
 KV6802'
 KV6802'THE STATION IS 2 FT (0.6 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF
 KV6802'ROUTE 524, 15 FT (4.6 M) SOUTH OF THE CENTERLINE OF ROUTE 524, 8 FT
 KV6802'(2.4 M) NORTH OF A CHAIN LINK FENCE, 100.7 FT (30.7 M) EAST OF POLE
 KV6802'NUMBER CRX8002 75797HM, 37 FT (11.3 M) EAST OF POLE NUMBER 60037HM,
 KV6802'142 FT (43.3 M) WEST OF THE CENTERLINE EXTENDED OF THE DRIVEWAY
 KV6802'LEADING TO THE HOLY APOSTLES CHURCH, 92.7 FT (28.3 M) WEST OF POLE
 KV6802'NUMBER 60038HM, 1.5 FT (0.5 M) WEST OF A HIGHWAY DELINEATOR POST WITH
 KV6802'WITNESS SIGN ATTACHED.
 KV6802'
 KV6802'THE STATION IS ABOUT 1 FT (0.3 M) LOWER THAN THE ROAD SURFACE.
 KV6802
 KV6802                          STATION RECOVERY (2017)
 KV6802
 KV6802'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 KV6802'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9810 ***********************************************************************
 DE9810  DESIGNATION -  8106
 DE9810  PID         -  DE9810
 DE9810  STATE/COUNTY-  NJ/MERCER
 DE9810  COUNTRY     -  US
 DE9810  USGS QUAD   -  TRENTON EAST (2019)
 DE9810
 DE9810                         *CURRENT SURVEY CONTROL
 DE9810  ______________________________________________________________________
 DE9810* NAD 83(1986) POSITION- 40 10 14.     (N) 074 37 46.     (W)   SCALED
 DE9810* NAVD 88 ORTHO HEIGHT -    25.172 (meters)       82.59  (feet) ADJUSTED
 DE9810  ______________________________________________________________________
 DE9810  GEOID HEIGHT    -        -32.698 (meters)                     GEOID18
 DE9810  DYNAMIC HEIGHT  -         25.161 (meters)       82.55  (feet) COMP
 DE9810  MODELED GRAVITY -    980,201.5   (mgal)                       NAVD 88
 DE9810
 DE9810  VERT ORDER      -  FIRST     CLASS II
 DE9810
 DE9810.The horizontal coordinates were scaled from a map and have
 DE9810.an estimated accuracy of +/- 6 seconds.
 DE9810
 DE9810.The orthometric height was determined by differential leveling and
 DE9810.adjusted by the NATIONAL GEODETIC SURVEY
 DE9810.in March 2005.
 DE9810
 DE9810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9810.GEOID18 height accuracy estimate available here.
 DE9810
 DE9810.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK315467(NAD 83)
 DE9810
 DE9810                          SUPERSEDED SURVEY CONTROL
 DE9810
 DE9810.No superseded survey control is available for this station.
 DE9810
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9811 ***********************************************************************
 DE9811  DESIGNATION -  8107
 DE9811  PID         -  DE9811
 DE9811  STATE/COUNTY-  NJ/MERCER
 DE9811  COUNTRY     -  US
 DE9811  USGS QUAD   -  ALLENTOWN (2016)
 DE9811
 DE9811                         *CURRENT SURVEY CONTROL
 DE9811  ______________________________________________________________________
 DE9811* NAD 83(1986) POSITION- 40 10 20.     (N) 074 37 17.     (W)   SCALED
 DE9811* NAVD 88 ORTHO HEIGHT -    24.065 (meters)       78.95  (feet) ADJUSTED
 DE9811  ______________________________________________________________________
 DE9811  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 DE9811  DYNAMIC HEIGHT  -         24.055 (meters)       78.92  (feet) COMP
 DE9811  MODELED GRAVITY -    980,202.2   (mgal)                       NAVD 88
 DE9811
 DE9811  VERT ORDER      -  FIRST     CLASS II
 DE9811
 DE9811.The horizontal coordinates were scaled from a map and have
 DE9811.an estimated accuracy of +/- 6 seconds.
 DE9811
 DE9811.The orthometric height was determined by differential leveling and
 DE9811.adjusted by the NATIONAL GEODETIC SURVEY
 DE9811.in March 2005.
 DE9811
 DE9811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9811.GEOID18 height accuracy estimate available here.
 DE9811
 DE9811.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK322469(NAD 83)
 DE9811
 DE9811                          SUPERSEDED SURVEY CONTROL
 DE9811
 DE9811.No superseded survey control is available for this station.
 DE9811
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9813 ***********************************************************************
 DE9813  DESIGNATION -  8110
 DE9813  PID         -  DE9813
 DE9813  STATE/COUNTY-  NJ/MONMOUTH
 DE9813  COUNTRY     -  US
 DE9813  USGS QUAD   -  ALLENTOWN (2016)
 DE9813
 DE9813                         *CURRENT SURVEY CONTROL
 DE9813  ______________________________________________________________________
 DE9813* NAD 83(1986) POSITION- 40 10 29.     (N) 074 36 08.     (W)   SCALED
 DE9813* NAVD 88 ORTHO HEIGHT -    24.805 (meters)       81.38  (feet) ADJUSTED
 DE9813  ______________________________________________________________________
 DE9813  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 DE9813  DYNAMIC HEIGHT  -         24.794 (meters)       81.35  (feet) COMP
 DE9813  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 DE9813
 DE9813  VERT ORDER      -  FIRST     CLASS II
 DE9813
 DE9813.The horizontal coordinates were scaled from a map and have
 DE9813.an estimated accuracy of +/- 6 seconds.
 DE9813
 DE9813.The orthometric height was determined by differential leveling and
 DE9813.adjusted by the NATIONAL GEODETIC SURVEY
 DE9813.in March 2005.
 DE9813
 DE9813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9813.GEOID18 height accuracy estimate available here.
 DE9813
 DE9813.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK338472(NAD 83)
 DE9813
 DE9813                          SUPERSEDED SURVEY CONTROL
 DE9813
 DE9813.No superseded survey control is available for this station.
 DE9813
 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  HISTORY     - 20210609 MARK NOT FOUND   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                          STATION RECOVERY (2021)
 DE9813
 DE9813'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DE9813'TIES PLACE MARK IN DIRT DRIVEWAY, PUBLISHED HEIGHT PLACES MARK ABOVE
 DE9813'THE LEVEL OF THE GROUND, CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9814 ***********************************************************************
 DE9814  DESIGNATION -  8112
 DE9814  PID         -  DE9814
 DE9814  STATE/COUNTY-  NJ/MONMOUTH
 DE9814  COUNTRY     -  US
 DE9814  USGS QUAD   -  ALLENTOWN (2016)
 DE9814
 DE9814                         *CURRENT SURVEY CONTROL
 DE9814  ______________________________________________________________________
 DE9814* NAD 83(1986) POSITION- 40 10 28.     (N) 074 35 26.     (W)   SCALED
 DE9814* NAVD 88 ORTHO HEIGHT -    32.195 (meters)      105.63  (feet) ADJUSTED
 DE9814  ______________________________________________________________________
 DE9814  GEOID HEIGHT    -        -32.627 (meters)                     GEOID18
 DE9814  DYNAMIC HEIGHT  -         32.181 (meters)      105.58  (feet) COMP
 DE9814  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 DE9814
 DE9814  VERT ORDER      -  FIRST     CLASS II
 DE9814
 DE9814.The horizontal coordinates were scaled from a map and have
 DE9814.an estimated accuracy of +/- 6 seconds.
 DE9814
 DE9814.The orthometric height was determined by differential leveling and
 DE9814.adjusted by the NATIONAL GEODETIC SURVEY
 DE9814.in March 2005.
 DE9814
 DE9814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9814.GEOID18 height accuracy estimate available here.
 DE9814
 DE9814.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK348471(NAD 83)
 DE9814
 DE9814                          SUPERSEDED SURVEY CONTROL
 DE9814
 DE9814.No superseded survey control is available for this station.
 DE9814
 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 = JULY 24, 2026 22:12:30 EDT
 DE9815 ***********************************************************************
 DE9815  DESIGNATION -  8115
 DE9815  PID         -  DE9815
 DE9815  STATE/COUNTY-  NJ/MONMOUTH
 DE9815  COUNTRY     -  US
 DE9815  USGS QUAD   -  ALLENTOWN (2016)
 DE9815
 DE9815                         *CURRENT SURVEY CONTROL
 DE9815  ______________________________________________________________________
 DE9815* NAD 83(1986) POSITION- 40 10 48.     (N) 074 34 50.     (W)   SCALED
 DE9815* NAVD 88 ORTHO HEIGHT -    27.188 (meters)       89.20  (feet) ADJUSTED
 DE9815  ______________________________________________________________________
 DE9815  GEOID HEIGHT    -        -32.619 (meters)                     GEOID18
 DE9815  DYNAMIC HEIGHT  -         27.177 (meters)       89.16  (feet) COMP
 DE9815  MODELED GRAVITY -    980,205.4   (mgal)                       NAVD 88
 DE9815
 DE9815  VERT ORDER      -  FIRST     CLASS II
 DE9815
 DE9815.The horizontal coordinates were scaled from a map and have
 DE9815.an estimated accuracy of +/- 6 seconds.
 DE9815
 DE9815.The orthometric height was determined by differential leveling and
 DE9815.adjusted by the NATIONAL GEODETIC SURVEY
 DE9815.in March 2005.
 DE9815
 DE9815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9815.GEOID18 height accuracy estimate available here.
 DE9815
 DE9815.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK357478(NAD 83)
 DE9815
 DE9815                          SUPERSEDED SURVEY CONTROL
 DE9815
 DE9815.No superseded survey control is available for this station.
 DE9815
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9816 ***********************************************************************
 DE9816  DESIGNATION -  8116
 DE9816  PID         -  DE9816
 DE9816  STATE/COUNTY-  NJ/MONMOUTH
 DE9816  COUNTRY     -  US
 DE9816  USGS QUAD   -  ALLENTOWN (2016)
 DE9816
 DE9816                         *CURRENT SURVEY CONTROL
 DE9816  ______________________________________________________________________
 DE9816* NAD 83(1986) POSITION- 40 10 55.77   (N) 074 34 38.27   (W)   HD_HELD1
 DE9816* NAVD 88 ORTHO HEIGHT -    30.503 (meters)      100.08  (feet) ADJUSTED
 DE9816  ______________________________________________________________________
 DE9816  GEOID HEIGHT    -        -32.618 (meters)                     GEOID18
 DE9816  DYNAMIC HEIGHT  -         30.490 (meters)      100.03  (feet) COMP
 DE9816  MODELED GRAVITY -    980,205.5   (mgal)                       NAVD 88
 DE9816
 DE9816  VERT ORDER      -  FIRST     CLASS II
 DE9816
 DE9816.The horizontal coordinates were determined by differentially corrected
 DE9816.hand held GPS observations or other comparable positioning techniques
 DE9816.and have an estimated accuracy of +/- 3 meters.
 DE9816
 DE9816.The orthometric height was determined by differential leveling and
 DE9816.adjusted by the NATIONAL GEODETIC SURVEY
 DE9816.in March 2005.
 DE9816
 DE9816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9816.GEOID18 height accuracy estimate available here.
 DE9816
 DE9816.Click photographs - Photos may exist for this station.
 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       -   149,741.5     143,417.5     MT  (+/- 3 meters HH1 GPS) 
 DE9816
 DE9816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3598548060(NAD 83)
 DE9816
 DE9816                          SUPERSEDED SURVEY CONTROL
 DE9816
 DE9816.No superseded survey control is available for this station.
 DE9816
 DE9816_MARKER: DD = SURVEY DISK
 DE9816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9816_STAMPING: 8116
 DE9816_MARK LOGO: NJDCED
 DE9816_PROJECTION: RECESSED 30 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 - April 06, 2018
 DE9816
 DE9816  HISTORY     - Date     Condition        Report By
 DE9816  HISTORY     - 2002     MONUMENTED       NJDCED
 DE9816  HISTORY     - 20020708 GOOD             NJGS
 DE9816  HISTORY     - 20180406 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                          STATION RECOVERY (2018)
 DE9816
 DE9816'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DE9816'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF
 DE9816'HIGHTSTOWN, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF ROOSEVELT AND IN UPPER
 DE9816'FREEHOLD TOWNSHIP, JUST NORTHEAST OF THE BOROUGH OF ALLENTOWN, NJ.
 DE9816'
 DE9816'TO REACH FROM THE INTERSECTION OF MAIN STREET (COUNTY ROUTE 539/524)
 DE9816'AND CHURCH STREET (COUNTY ROUTE 526) IN THE CENTER OF ALLENTOWN, GO
 DE9816'0.5 MI (0.8 KM) NORTHEAST ON NORTH MAIN STREET (COUNTY ROUTE 539/524)
 DE9816'TO THE STATION ON THE LEFT.
 DE9816'
 DE9816'THE STATION IS ABOUT 415 FT (126.5 M) NORTHEAST OF THE CENTERLINE OF
 DE9816'PROBASCO DRIVE, 20.4 FT (6.2 M) SOUTHWEST OF POLE NUMBER 60172, 106.4
 DE9816'FT (32.4 M) NORTHEAST OF POLE NUMBER 60171, 84 FT (25.6 M) NORTHEAST
 DE9816'OF A SIGN (LIONS INTERNATIONAL/ ALLENTOWN), 7.5 FT (2.3 M) NORTHWEST
 DE9816'OF THE NORTHWEST EDGE OF PAVING, 1.5 FT (0.5 M) SOUTHEAST OF A METAL
 DE9816'WITNESS SIGN, 205.4 FT (62.6 M) NORTHEAST OF AN ALLENTOWN SIGN (1706
 DE9816'VILLAGE OF ALLENTOWN, NATIONAL HISTORIC DISTRICT).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5851 ***********************************************************************
 DP5851  DESIGNATION -  8133
 DP5851  PID         -  DP5851
 DP5851  STATE/COUNTY-  NJ/MERCER
 DP5851  COUNTRY     -  US
 DP5851  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5851
 DP5851                         *CURRENT SURVEY CONTROL
 DP5851  ______________________________________________________________________
 DP5851* NAD 83(1986) POSITION- 40 15 22.42   (N) 074 31 35.87   (W)   HD_HELD1
 DP5851* NAVD 88 ORTHO HEIGHT -    39.256 (meters)      128.79  (feet) ADJUSTED
 DP5851  ______________________________________________________________________
 DP5851  GEOID HEIGHT    -        -32.689 (meters)                     GEOID18
 DP5851  DYNAMIC HEIGHT  -         39.239 (meters)      128.74  (feet) COMP
 DP5851  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 DP5851
 DP5851  VERT ORDER      -  FIRST     CLASS II
 DP5851
 DP5851.The horizontal coordinates were determined by differentially corrected
 DP5851.hand held GPS observations or other comparable positioning techniques
 DP5851.and have an estimated accuracy of +/- 3 meters.
 DP5851
 DP5851.The orthometric height was determined by differential leveling and
 DP5851.adjusted by the NATIONAL GEODETIC SURVEY
 DP5851.in April 2015.
 DP5851
 DP5851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5851.GEOID18 height accuracy estimate available here.
 DP5851
 DP5851.Click photographs - Photos may exist for this station.
 DP5851
 DP5851.The dynamic height is computed by dividing the NAVD 88
 DP5851.geopotential number by the normal gravity value computed on the
 DP5851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5851.degrees latitude (g = 980.6199 gals.).
 DP5851
 DP5851.The modeled gravity was interpolated from observed gravity values.
 DP5851
 DP5851;                    North         East    Units  Estimated Accuracy
 DP5851;SPC NJ       -   157,962.7     147,734.7     MT  (+/- 3 meters HH1 GPS) 
 DP5851
 DP5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4025556304(NAD 83)
 DP5851
 DP5851                          SUPERSEDED SURVEY CONTROL
 DP5851
 DP5851.No superseded survey control is available for this station.
 DP5851
 DP5851_MARKER: DD = SURVEY DISK
 DP5851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5851_STAMPING: 8133
 DP5851_MARK LOGO: NJDCED
 DP5851_PROJECTION: RECESSED 20 CENTIMETERS
 DP5851_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5851+STABILITY: SURFACE MOTION
 DP5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5851+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2014
 DP5851
 DP5851  HISTORY     - Date     Condition        Report By
 DP5851  HISTORY     - 1938     MONUMENTED       NJDCED
 DP5851  HISTORY     - 20140228 GOOD             NJGS
 DP5851
 DP5851                          STATION DESCRIPTION
 DP5851
 DP5851'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5851'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHEAST OF
 DP5851'ALLENTOWN, 3.8 MI (6.1 KM) NORTHWEST OF ROOSEVELT AND 0.9 MI (1.4 KM)
 DP5851'SOUTH OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5851'
 DP5851'THE STATION IS ON THE EAST SIDE OF OLD YORK ROAD (COUNTY ROUTE 539)
 DP5851'INCH (1369 CM) A TREE LINE ON THE EAST SIDE OF PEDDIE GOLF COURSE.
 DP5851'
 DP5851'TO REACH FROM THE INTERSECTION OF OLD YORK ROAD (COUNTY ROUTE 539) AND
 DP5851'AIRPORT ROAD, GO 0.1 MI (0.2 KM) NORTH ON OLD YORK ROAD (COUNTY ROUTE
 DP5851'539)TO THE STATION ON THE RIGHT IN LINE WITH THE SOUTH RANGE OF THE
 DP5851'WALL OF A HOUSE (NO NUMBER) WHICH IS NORTH OF HOUSE NUMBER 6.
 DP5851'
 DP5851'IT IS 9.9 FT (3.0 M) EAST OF THE EAST EDGE OF PAVING, 23.8 FT (7.3 M)
 DP5851'EAST OF THE CENTERLINE OLD YORK ROAD (COUNTY ROUTE 539), 31.1 FT (9.5
 DP5851'M) SOUTH-SOUTHEAST OF POLE NUMBER 40510, 53.9 FT (16.4 M)
 DP5851'NORTH-NORTHEAST OF POLE NUMBER 40511EW.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5833 ***********************************************************************
 DP5833  DESIGNATION -  8137
 DP5833  PID         -  DP5833
 DP5833  STATE/COUNTY-  NJ/MERCER
 DP5833  COUNTRY     -  US
 DP5833  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5833
 DP5833                         *CURRENT SURVEY CONTROL
 DP5833  ______________________________________________________________________
 DP5833* NAD 83(1986) POSITION- 40 16 13.45   (N) 074 31 20.63   (W)   HD_HELD1
 DP5833* NAVD 88 ORTHO HEIGHT -    25.049 (meters)       82.18  (feet) ADJUSTED
 DP5833  ______________________________________________________________________
 DP5833  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 DP5833  DYNAMIC HEIGHT  -         25.038 (meters)       82.15  (feet) COMP
 DP5833  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 DP5833
 DP5833  VERT ORDER      -  FIRST     CLASS II
 DP5833
 DP5833.The horizontal coordinates were determined by differentially corrected
 DP5833.hand held GPS observations or other comparable positioning techniques
 DP5833.and have an estimated accuracy of +/- 3 meters.
 DP5833
 DP5833.The orthometric height was determined by differential leveling and
 DP5833.adjusted by the NATIONAL GEODETIC SURVEY
 DP5833.in April 2015.
 DP5833
 DP5833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5833.GEOID18 height accuracy estimate available here.
 DP5833
 DP5833.Click photographs - Photos may exist for this station.
 DP5833
 DP5833.The dynamic height is computed by dividing the NAVD 88
 DP5833.geopotential number by the normal gravity value computed on the
 DP5833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5833.degrees latitude (g = 980.6199 gals.).
 DP5833
 DP5833.The modeled gravity was interpolated from observed gravity values.
 DP5833
 DP5833;                    North         East    Units  Estimated Accuracy
 DP5833;SPC NJ       -   159,536.4     148,095.2     MT  (+/- 3 meters HH1 GPS) 
 DP5833
 DP5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4060657879(NAD 83)
 DP5833
 DP5833                          SUPERSEDED SURVEY CONTROL
 DP5833
 DP5833.No superseded survey control is available for this station.
 DP5833
 DP5833_MARKER: DD = SURVEY DISK
 DP5833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5833_STAMPING: 8137
 DP5833_MARK LOGO: NJDCED
 DP5833_PROJECTION: RECESSED 20 CENTIMETERS
 DP5833_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5833+STABILITY: SURFACE MOTION
 DP5833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5833+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 DP5833
 DP5833  HISTORY     - Date     Condition        Report By
 DP5833  HISTORY     - 1972     MONUMENTED       NJGS
 DP5833  HISTORY     - 20140226 GOOD             NJGS
 DP5833
 DP5833                          STATION DESCRIPTION
 DP5833
 DP5833'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5833'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF JAMESBURG,
 DP5833'4.3 MI (6.9 KM) NORTHWEST OF ROOSEVELT AND IN THE TOWN OF HIGHTSTOWN,
 DP5833'NJ.
 DP5833'
 DP5833'THE STATION IS AT THE SOUTHEAST CORNER OF THE JUNCTION OF NORTH MAIN
 DP5833'STREET (COUNTY ROUTE 539/NJ STATE ROUTE 33) AND FRANKLIN STREET (NJ
 DP5833'ROUTE 33), NEAR THE NORTHEAST CORNER OF THE SIDEWALK AT THE PLUNGE
 DP5833'POOL FOR THE PEDDIE LAKE DAM.
 DP5833'
 DP5833'THE STATION IS 13.4 FT (4.1 M) NORTH-NORTHEAST OF A CAST IRON SIGN
 DP5833'(PEDDIE LAKE ROCKY BROOK), 20.3 FT (6.2 M) NORTH-NORTHEAST OF POLE
 DP5833'NUMBER 40010H, 24.3 FT (7.4 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER
 DP5833'OF THE MASONARY/STONE WALL NEXT TO THE SIDEWALK, 7.3 FT (2.2 M)
 DP5833'SOUTHEAST OF THE SOUTHEAST CURB OF NORTH MAIN STREET, 0.5 FT (15 CM)
 DP5833'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK, 5.4 FT (1.6 M)
 DP5833'SOUTH-SOUTHWEST OF A TRAFFIC SIGNAL MAST.  THE STATION IS ABOUT 6
 DP5833'INCHES (15 CM) BELOW THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9818 ***********************************************************************
 DE9818  DESIGNATION -  8139
 DE9818  PID         -  DE9818
 DE9818  STATE/COUNTY-  NJ/MERCER
 DE9818  COUNTRY     -  US
 DE9818  USGS QUAD   -  ALLENTOWN (2016)
 DE9818
 DE9818                         *CURRENT SURVEY CONTROL
 DE9818  ______________________________________________________________________
 DE9818* NAD 83(1986) POSITION- 40 11 06.     (N) 074 35 34.     (W)   SCALED
 DE9818* NAVD 88 ORTHO HEIGHT -    30.360 (meters)       99.61  (feet) ADJUSTED
 DE9818  ______________________________________________________________________
 DE9818  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 DE9818  DYNAMIC HEIGHT  -         30.348 (meters)       99.57  (feet) COMP
 DE9818  MODELED GRAVITY -    980,203.6   (mgal)                       NAVD 88
 DE9818
 DE9818  VERT ORDER      -  FIRST     CLASS II
 DE9818
 DE9818.The horizontal coordinates were scaled from a map and have
 DE9818.an estimated accuracy of +/- 6 seconds.
 DE9818
 DE9818.The orthometric height was determined by differential leveling and
 DE9818.adjusted by the NATIONAL GEODETIC SURVEY
 DE9818.in March 2005.
 DE9818
 DE9818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9818.GEOID18 height accuracy estimate available here.
 DE9818
 DE9818.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK346483(NAD 83)
 DE9818
 DE9818                          SUPERSEDED SURVEY CONTROL
 DE9818
 DE9818.No superseded survey control is available for this station.
 DE9818
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ9626 ***********************************************************************
 DJ9626  DESIGNATION -  8154
 DJ9626  PID         -  DJ9626
 DJ9626  STATE/COUNTY-  NJ/MERCER
 DJ9626  COUNTRY     -  US
 DJ9626  USGS QUAD   -  ALLENTOWN (2016)
 DJ9626
 DJ9626                         *CURRENT SURVEY CONTROL
 DJ9626  ______________________________________________________________________
 DJ9626* NAD 83(1986) POSITION- 40 13 05.68   (N) 074 37 01.95   (W)   HD_HELD1
 DJ9626* NAVD 88 ORTHO HEIGHT -    34.863 (meters)      114.38  (feet) ADJUSTED
 DJ9626  ______________________________________________________________________
 DJ9626  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 DJ9626  DYNAMIC HEIGHT  -         34.848 (meters)      114.33  (feet) COMP
 DJ9626  MODELED GRAVITY -    980,196.4   (mgal)                       NAVD 88
 DJ9626
 DJ9626  VERT ORDER      -  FIRST     CLASS II
 DJ9626
 DJ9626.The horizontal coordinates were determined by differentially corrected
 DJ9626.hand held GPS observations or other comparable positioning techniques
 DJ9626.and have an estimated accuracy of +/- 3 meters.
 DJ9626
 DJ9626.The orthometric height was determined by differential leveling and
 DJ9626.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9626.in February 2010.
 DJ9626
 DJ9626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9626.GEOID18 height accuracy estimate available here.
 DJ9626
 DJ9626.Click photographs - Photos may exist for this station.
 DJ9626
 DJ9626.The dynamic height is computed by dividing the NAVD 88
 DJ9626.geopotential number by the normal gravity value computed on the
 DJ9626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9626.degrees latitude (g = 980.6199 gals.).
 DJ9626
 DJ9626.The modeled gravity was interpolated from observed gravity values.
 DJ9626
 DJ9626;                    North         East    Units  Estimated Accuracy
 DJ9626;SPC NJ       -   153,751.7     140,024.1     MT  (+/- 3 meters HH1 GPS) 
 DJ9626
 DJ9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3257052050(NAD 83)
 DJ9626
 DJ9626                          SUPERSEDED SURVEY CONTROL
 DJ9626
 DJ9626.No superseded survey control is available for this station.
 DJ9626
 DJ9626_MARKER: DD = SURVEY DISK
 DJ9626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9626_STAMPING: 8154
 DJ9626_MARK LOGO: NJDCED
 DJ9626_PROJECTION: RECESSED 61 CENTIMETERS
 DJ9626_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9626+STABILITY: SURFACE MOTION
 DJ9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9626+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 DJ9626
 DJ9626  HISTORY     - Date     Condition        Report By
 DJ9626  HISTORY     - 1948     MONUMENTED       NJDCED
 DJ9626  HISTORY     - 20060627 GOOD             NJGS
 DJ9626  HISTORY     - 20140429 GOOD             NJGS
 DJ9626  HISTORY     - 20220531 GOOD             NJGS
 DJ9626
 DJ9626                          STATION DESCRIPTION
 DJ9626
 DJ9626'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (MVI)
 DJ9626'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, ON THE SOUTHEAST SIDE
 DJ9626'OF U.S. ROUTE 130, ABOUT 1.5 MI (2.41 KM) NORTHEAST OF THE INTERSTATE
 DJ9626'195 BRIDGE OVER ROUTE 130 AND ABOUT 0.2 MI (0.32 KM) NORTHEAST OF THE
 DJ9626'ROBBINSVILLE BY-PASS (COUNTY ROUTE 526).
 DJ9626'
 DJ9626'THE STATION IS 15.6 M (51.2 FT) SOUTHWEST OF POLE NUMBER 60021, 22.3 M
 DJ9626'(73.2 FT) NORTHEAST OF POLE NUMBER 60020, 9.6 M (31.5 FT) SOUTHEAST OF
 DJ9626'THE CENTERLINE OF THE NORTHBOUND LANES OF ROUTE 130, 6.1 M (20.0 FT)
 DJ9626'SOUTHWEST OF A (55 MPH) SIGN, 7.8 M (25.6 FT) WEST OF THE WEST LEG OF
 DJ9626'A WOODEN BILLBOARD (NUMBER 2455) FACE THE NORTHBOUND LANES OF ROUTE
 DJ9626'130, AND 1 M (3.3 FT) NORTH OF A METAL WITNESS POST.
 DJ9626
 DJ9626                          STATION RECOVERY (2014)
 DJ9626
 DJ9626'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DJ9626'RECOVERED IN GOOD CONDITION.
 DJ9626'
 DJ9626'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF
 DJ9626'TRENTON, 6.1 MI (9.8 KM) SOUTHWEST OF HIGHTSTOWN AND 3.3 MI (5.3 KM)
 DJ9626'NORTH-NORTHWEST OF ALLENTOWN, IN ROBBINSVILLE TOWNSHIP.
 DJ9626
 DJ9626                          STATION RECOVERY (2022)
 DJ9626
 DJ9626'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DJ9626'RECOVERED WITH THE FOLLOWING CHANGES AND ADDITIONS.  THE MARK IS 11 FT
 DJ9626'(3.4 M) SOUTHEAST FROM THE SOUTHEAST CURB OF ROUTE 130, 30 FT (9.1 M)
 DJ9626'S/SW FROM A 55 MPH SPEED LIMIT SIGN BASE, 69 FT (21.0 M) NORTHEAST
 DJ9626'FROM A UTILITY POLE WITH NO NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6344 ***********************************************************************
 KV6344  DESIGNATION -  8195 A
 KV6344  PID         -  KV6344
 KV6344  STATE/COUNTY-  NJ/MERCER
 KV6344  COUNTRY     -  US
 KV6344  USGS QUAD   -  TRENTON EAST (2019)
 KV6344
 KV6344                         *CURRENT SURVEY CONTROL
 KV6344  ______________________________________________________________________
 KV6344* NAD 83(1986) POSITION- 40 11 15.     (N) 074 41 45.     (W)   SCALED
 KV6344* NAVD 88 ORTHO HEIGHT -    19.282 (meters)       63.26  (feet) ADJUSTED
 KV6344  ______________________________________________________________________
 KV6344  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 KV6344  DYNAMIC HEIGHT  -         19.273 (meters)       63.23  (feet) COMP
 KV6344  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 KV6344
 KV6344  VERT ORDER      -  FIRST     CLASS II
 KV6344
 KV6344.The horizontal coordinates were scaled from a map and have
 KV6344.an estimated accuracy of +/- 6 seconds.
 KV6344
 KV6344.The orthometric height was determined by differential leveling and
 KV6344.adjusted by the NATIONAL GEODETIC SURVEY
 KV6344.in June 1991.
 KV6344
 KV6344.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6344.GEOID18 height accuracy estimate available here.
 KV6344
 KV6344.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK258486(NAD 83)
 KV6344
 KV6344                          SUPERSEDED SURVEY CONTROL
 KV6344
 KV6344  NGVD 29 (01/10/92)   19.609  (m)           64.33   (f) ADJUSTED    1 2
 KV6344
 KV6344.Superseded values are not recommended for survey control.
 KV6344
 KV6344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6344.See file dsdata.pdf to determine how the superseded data were derived.
 KV6344
 KV6344_MARKER: DD = SURVEY DISK
 KV6344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU0586 ***********************************************************************
 JU0586  DESIGNATION -  82
 JU0586  PID         -  JU0586
 JU0586  STATE/COUNTY-  NJ/BURLINGTON
 JU0586  COUNTRY     -  US
 JU0586  USGS QUAD   -  CHATSWORTH (2019)
 JU0586
 JU0586                         *CURRENT SURVEY CONTROL
 JU0586  ______________________________________________________________________
 JU0586* NAD 83(1986) POSITION- 39 50 23.     (N) 074 30 13.     (W)   SCALED
 JU0586* NAVD 88 ORTHO HEIGHT -    45.871 (meters)      150.50  (feet) ADJUSTED
 JU0586  ______________________________________________________________________
 JU0586  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 JU0586  DYNAMIC HEIGHT  -         45.850 (meters)      150.43  (feet) COMP
 JU0586  MODELED GRAVITY -    980,160.2   (mgal)                       NAVD 88
 JU0586
 JU0586  VERT ORDER      -  SECOND    CLASS 0
 JU0586
 JU0586.The horizontal coordinates were scaled from a map and have
 JU0586.an estimated accuracy of +/- 6 seconds.
 JU0586
 JU0586.The orthometric height was determined by differential leveling and
 JU0586.adjusted by the NATIONAL GEODETIC SURVEY
 JU0586.in June 1991.
 JU0586
 JU0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0586.GEOID18 height accuracy estimate available here.
 JU0586
 JU0586.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK424100(NAD 83)
 JU0586
 JU0586                          SUPERSEDED SURVEY CONTROL
 JU0586
 JU0586  NGVD 29 (11/26/84)   46.252  (m)          151.75   (f) ADJUSTED    2 0
 JU0586
 JU0586.Superseded values are not recommended for survey control.
 JU0586
 JU0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0586.See file dsdata.pdf to determine how the superseded data were derived.
 JU0586
 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 = JULY 24, 2026 22:12:30 EDT
 AC7267 ***********************************************************************
 AC7267  DESIGNATION -  8203
 AC7267  PID         -  AC7267
 AC7267  STATE/COUNTY-  NJ/OCEAN
 AC7267  COUNTRY     -  US
 AC7267  USGS QUAD   -  BEACH HAVEN (2019)
 AC7267
 AC7267                         *CURRENT SURVEY CONTROL
 AC7267  ______________________________________________________________________
 AC7267* NAD 83(1986) POSITION- 39 34 48.     (N) 074 13 42.     (W)   SCALED
 AC7267* NAVD 88 ORTHO HEIGHT -     0.723 (meters)        2.37  (feet) ADJUSTED
 AC7267  ______________________________________________________________________
 AC7267  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 AC7267  DYNAMIC HEIGHT  -          0.722 (meters)        2.37  (feet) COMP
 AC7267  MODELED GRAVITY -    980,139.4   (mgal)                       NAVD 88
 AC7267
 AC7267  VERT ORDER      -  FIRST     CLASS I
 AC7267
 AC7267.The horizontal coordinates were scaled from a map and have
 AC7267.an estimated accuracy of +/- 6 seconds.
 AC7267
 AC7267.The orthometric height was determined by differential leveling and
 AC7267.adjusted by the NATIONAL GEODETIC SURVEY
 AC7267.in April 1997.
 AC7267
 AC7267.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7267.GEOID18 height accuracy estimate available here.
 AC7267
 AC7267.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ662814(NAD 83)
 AC7267
 AC7267                          SUPERSEDED SURVEY CONTROL
 AC7267
 AC7267.No superseded survey control is available for this station.
 AC7267
 AC7267_STAMPING: 8203
 AC7267_MARK LOGO: NJGS
 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  HISTORY     - 20190227 MARK NOT FOUND   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.
 AC7267
 AC7267                          STATION RECOVERY (2019)
 AC7267
 AC7267'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AC7267'DID NOT FIND USING GPS AND TIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7268 ***********************************************************************
 AC7268  DESIGNATION -  8204
 AC7268  PID         -  AC7268
 AC7268  STATE/COUNTY-  NJ/OCEAN
 AC7268  COUNTRY     -  US
 AC7268  USGS QUAD   -  BEACH HAVEN (2019)
 AC7268
 AC7268                         *CURRENT SURVEY CONTROL
 AC7268  ______________________________________________________________________
 AC7268* NAD 83(1986) POSITION- 39 34 33.98   (N) 074 13 51.88   (W)   HD_HELD1
 AC7268* NAVD 88 ORTHO HEIGHT -     0.843 (meters)        2.77  (feet) ADJUSTED
 AC7268  ______________________________________________________________________
 AC7268  GEOID HEIGHT    -        -33.777 (meters)                     GEOID18
 AC7268  DYNAMIC HEIGHT  -          0.842 (meters)        2.76  (feet) COMP
 AC7268  MODELED GRAVITY -    980,138.6   (mgal)                       NAVD 88
 AC7268
 AC7268  VERT ORDER      -  FIRST     CLASS I
 AC7268
 AC7268.The horizontal coordinates were determined by differentially corrected
 AC7268.hand held GPS observations or other comparable positioning techniques
 AC7268.and have an estimated accuracy of +/- 3 meters.
 AC7268
 AC7268.The orthometric height was determined by differential leveling and
 AC7268.adjusted by the NATIONAL GEODETIC SURVEY
 AC7268.in April 1997.
 AC7268
 AC7268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7268.GEOID18 height accuracy estimate available here.
 AC7268
 AC7268.Click photographs - Photos may exist for this station.
 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       -    82,488.4     173,103.4     MT  (+/- 3 meters HH1 GPS) 
 AC7268
 AC7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6603980993(NAD 83)
 AC7268
 AC7268                          SUPERSEDED SURVEY CONTROL
 AC7268
 AC7268.No superseded survey control is available for this station.
 AC7268
 AC7268_MARKER: DD = SURVEY DISK
 AC7268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7268_STAMPING: 8204
 AC7268_MARK LOGO: NJGS
 AC7268_PROJECTION: RECESSED 1 CENTIMETERS
 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 - April 13, 2026
 AC7268
 AC7268  HISTORY     - Date     Condition        Report By
 AC7268  HISTORY     - 1940     MONUMENTED       NJGS
 AC7268  HISTORY     - 19960723 GOOD             NJGS
 AC7268  HISTORY     - 20060411 GOOD             NJGS
 AC7268  HISTORY     - 20120619 GOOD             DPKCON
 AC7268  HISTORY     - 20190313 GOOD             NJGS
 AC7268  HISTORY     - 20260413 GOOD             INDIV
 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.
 AC7268
 AC7268                          STATION RECOVERY (2006)
 AC7268
 AC7268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AC7268'RECOVERED AS DESCRIBED.
 AC7268
 AC7268                          STATION RECOVERY (2012)
 AC7268
 AC7268'RECOVERY NOTE BY DPK CONSULTING LLC 2012 (JW)
 AC7268'RECOVERED AS DESCRIBED
 AC7268
 AC7268                          STATION RECOVERY (2019)
 AC7268
 AC7268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AC7268'NOTE-CORRECTION FROM PREVIOUS OBSERVATIONS, THE STATION IS ON THE
 AC7268'NORTHEAST CORNER OF THE INTERSECTION OF LONG BEACH BOULEVARD AND EAST
 AC7268'20TH STREET.
 AC7268'
 AC7268'ADDITIONAL TIES ARE 87.3 FT (26.6 M) SOUTH-SOUTHWEST OF UTILITY POLE
 AC7268'NUMBERED P7919, 50 FT (15.2 M) NORTHEAST OF UTILITY POLE NUMBERED
 AC7268'P7920.
 AC7268
 AC7268                          STATION RECOVERY (2026)
 AC7268
 AC7268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2026 (NJK)
 AC7268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7269 ***********************************************************************
 AC7269  DESIGNATION -  8205
 AC7269  PID         -  AC7269
 AC7269  STATE/COUNTY-  NJ/OCEAN
 AC7269  COUNTRY     -  US
 AC7269  USGS QUAD   -  BEACH HAVEN (2019)
 AC7269
 AC7269                         *CURRENT SURVEY CONTROL
 AC7269  ______________________________________________________________________
 AC7269* NAD 83(1986) POSITION- 39 33 59.38   (N) 074 14 02.78   (W)   HD_HELD1
 AC7269* NAVD 88 ORTHO HEIGHT -     2.268 (meters)        7.44  (feet) ADJUSTED
 AC7269  ______________________________________________________________________
 AC7269  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 AC7269  DYNAMIC HEIGHT  -          2.267 (meters)        7.44  (feet) COMP
 AC7269  MODELED GRAVITY -    980,136.6   (mgal)                       NAVD 88
 AC7269
 AC7269  VERT ORDER      -  FIRST     CLASS I
 AC7269
 AC7269.The horizontal coordinates were determined by differentially corrected
 AC7269.hand held GPS observations or other comparable positioning techniques
 AC7269.and have an estimated accuracy of +/- 3 meters.
 AC7269
 AC7269.The orthometric height was determined by differential leveling and
 AC7269.adjusted by the NATIONAL GEODETIC SURVEY
 AC7269.in April 1997.
 AC7269
 AC7269.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7269.GEOID18 height accuracy estimate available here.
 AC7269
 AC7269.Click photographs - Photos may exist for this station.
 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       -    81,420.7     172,846.4     MT  (+/- 3 meters HH1 GPS) 
 AC7269
 AC7269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6578879924(NAD 83)
 AC7269
 AC7269                          SUPERSEDED SURVEY CONTROL
 AC7269
 AC7269.No superseded survey control is available for this station.
 AC7269
 AC7269_MARKER: DD = SURVEY DISK
 AC7269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7269_STAMPING: 8205
 AC7269_MARK LOGO: NJGS
 AC7269_PROJECTION: FLUSH
 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 - May 03, 2019
 AC7269
 AC7269  HISTORY     - Date     Condition        Report By
 AC7269  HISTORY     - UNK      MONUMENTED       NJGS
 AC7269  HISTORY     - 19960724 GOOD             NJGS
 AC7269  HISTORY     - 20060411 GOOD             NJGS
 AC7269  HISTORY     - 20190503 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.
 AC7269
 AC7269                          STATION RECOVERY (2006)
 AC7269
 AC7269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AC7269'RECOVERED AS DESCRIBED.
 AC7269
 AC7269                          STATION RECOVERY (2019)
 AC7269
 AC7269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 AC7269'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8733 ***********************************************************************
 AB8733  DESIGNATION -  8262
 AB8733  PID         -  AB8733
 AB8733  STATE/COUNTY-  NJ/OCEAN
 AB8733  COUNTRY     -  US
 AB8733  USGS QUAD   -  NEW EGYPT (2019)
 AB8733
 AB8733                         *CURRENT SURVEY CONTROL
 AB8733  ______________________________________________________________________
 AB8733* NAD 83(2011) POSITION- 40 04 33.79953(N) 074 30 31.03284(W)   ADJUSTED
 AB8733* NAD 83(2011) ELLIP HT-     6.264 (meters)        (06/27/12)   ADJUSTED
 AB8733* NAD 83(2011) EPOCH   -  2010.00
 AB8733* NAVD 88 ORTHO HEIGHT -    38.8   (meters)      127.    (feet) GPS OBS
 AB8733  ______________________________________________________________________
 AB8733  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8733  GEOID HEIGHT    -        -32.760 (meters)                     GEOID93
 AB8733  GEOID HEIGHT    -        -32.488 (meters)                     GEOID18
 AB8733  NAD 83(2011) X  -  1,305,360.163 (meters)                     COMP
 AB8733  NAD 83(2011) Y  - -4,709,728.155 (meters)                     COMP
 AB8733  NAD 83(2011) Z  -  4,084,455.124 (meters)                     COMP
 AB8733  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 AB8733
 AB8733  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8733  Standards:
 AB8733         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8733            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8733  -------------------------------------------------------------------
 AB8733  NETWORK    0.31   0.59           0.14   0.11   0.30      0.00198591
 AB8733  -------------------------------------------------------------------
 AB8733  Click here for local accuracies and other accuracy information.
 AB8733
 AB8733.The horizontal coordinates were established by GPS observations
 AB8733.and adjusted by the National Geodetic Survey in June 2012.
 AB8733
 AB8733.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8733.been affixed to the stable North American tectonic plate. See 
 AB8733.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8733
 AB8733.The horizontal coordinates are valid at the epoch date displayed above
 AB8733.which is a decimal equivalence of Year/Month/Day.
 AB8733
 AB8733.The orthometric height was determined by GPS observations and a
 AB8733.high-resolution geoid model.
 AB8733
 AB8733.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8733.GEOID18 height accuracy estimate available here.
 AB8733
 AB8733.Click photographs - Photos may exist for this station.
 AB8733
 AB8733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8733
 AB8733.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8733
 AB8733.The ellipsoidal height was determined by GPS observations
 AB8733.and is referenced to NAD 83.
 AB8733
 AB8733. The following values were computed from the NAD 83(2011) position.
 AB8733
 AB8733;                    North         East     Units Scale Factor Converg.
 AB8733;SPC NJ       -   137,958.441   149,264.776   MT  0.99990001   -0 00 20.0
 AB8733;SPC NJ       -   452,618.65    489,712.85   sFT  0.99990001   -0 00 20.0
 AB8733;UTM  18      - 4,436,314.350   541,897.546   MT  0.99962161   +0 18 58.9
 AB8733
 AB8733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8733!SPC NJ       -   0.99999902  x   0.99990001  =   0.99989903
 AB8733!UTM  18      -   0.99999902  x   0.99962161  =   0.99962063
 AB8733
 AB8733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4189736314(NAD 83)
 AB8733
 AB8733                          SUPERSEDED SURVEY CONTROL
 AB8733
 AB8733  NAD 83(2007)-  40 04 33.79999(N)    074 30 31.03348(W) AD(2002.00) 0
 AB8733  ELLIP H (02/10/07)    6.270  (m)                       GP(2002.00)    
 AB8733  ELLIP H (10/23/02)    6.300  (m)                       GP(       ) 4 1
 AB8733  NAD 83(1996)-  40 04 33.79992(N)    074 30 31.03350(W) AD(       ) 1
 AB8733  ELLIP H (05/14/99)    6.289  (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)    6.252  (m)                       GP(       ) 2 1
 AB8733
 AB8733.Superseded values are not recommended for survey control.
 AB8733
 AB8733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8733.See file dsdata.pdf to determine how the superseded data were derived.
 AB8733
 AB8733_MARKER: DD = SURVEY DISK
 AB8733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8733_STAMPING: 8262
 AB8733_MARK LOGO: NJDCED
 AB8733_PROJECTION: RECESSED 8 CENTIMETERS
 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 - September 17, 2019
 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  HISTORY     - 20121112 GOOD             AASCO
 AB8733  HISTORY     - 20171122 GOOD             AAAS
 AB8733  HISTORY     - 20190917 GOOD             NJGS
 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
 AB8733
 AB8733                          STATION RECOVERY (2012)
 AB8733
 AB8733'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2012 (EJD)
 AB8733'POLE NUMBERS AND DISTANCES ARE OK, ADD 2.3 FEET FROM EDGE OF PAVEMENT.
 AB8733'
 AB8733
 AB8733                          STATION RECOVERY (2017)
 AB8733
 AB8733'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 AB8733'TO REACH THE STATION FROM THE CROSSROADS INTERSECTION OF PINEHURST
 AB8733'ROAD (COUNTY ROAD 539) AND NEW EGYPT-LAKEWOOD ROAD (COUNTY ROAD 528),
 AB8733'GO WEST-SOUTHWEST ON COUNTY ROAD 528 FOR 1.60 MI (2.57 KM) TO THE
 AB8733'STATION ON THE RIGHT, SET ABOUT 0.2 FT (6 CM) BELOW THE SURFACE OF THE
 AB8733'GROUND AT THE BASE OF A LANDSCAPED BERMED AREA.
 AB8733'
 AB8733'THE STATION IS 18.2 FT (5.5 M) NORTH-NORTHWEST FROM THE CENTERLINE OF
 AB8733'COUNTY ROAD 528.
 AB8733
 AB8733                          STATION RECOVERY (2019)
 AB8733
 AB8733'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 AB8733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0093 ***********************************************************************
 KV0093  DESIGNATION -  83
 KV0093  PID         -  KV0093
 KV0093  STATE/COUNTY-  NJ/ESSEX
 KV0093  COUNTRY     -  US
 KV0093  USGS QUAD   -  ELIZABETH (2016)
 KV0093
 KV0093                         *CURRENT SURVEY CONTROL
 KV0093  ______________________________________________________________________
 KV0093* NAD 83(1986) POSITION- 40 43 08.     (N) 074 10 52.     (W)   SCALED
 KV0093* NAVD 88 ORTHO HEIGHT -     4.198 (meters)       13.77  (feet) ADJUSTED
 KV0093  ______________________________________________________________________
 KV0093  GEOID HEIGHT    -        -32.345 (meters)                     GEOID18
 KV0093  DYNAMIC HEIGHT  -          4.196 (meters)       13.77  (feet) COMP
 KV0093  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 KV0093
 KV0093  VERT ORDER      -  FIRST     CLASS II
 KV0093
 KV0093.The horizontal coordinates were scaled from a map and have
 KV0093.an estimated accuracy of +/- 6 seconds.
 KV0093
 KV0093.The orthometric height was determined by differential leveling and
 KV0093.adjusted by the NATIONAL GEODETIC SURVEY
 KV0093.in June 1991.
 KV0093
 KV0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0093.GEOID18 height accuracy estimate available here.
 KV0093
 KV0093.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL691078(NAD 83)
 KV0093
 KV0093                          SUPERSEDED SURVEY CONTROL
 KV0093
 KV0093  NGVD 29 (11/26/84)    4.543  (m)           14.90   (f) ADJUSTED    1 2
 KV0093
 KV0093.Superseded values are not recommended for survey control.
 KV0093
 KV0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0093.See file dsdata.pdf to determine how the superseded data were derived.
 KV0093
 KV0093_MARKER: Q = CHISELED SQUARE
 KV0093_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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 = JULY 24, 2026 22:12:30 EDT
 JU0587 ***********************************************************************
 JU0587  DESIGNATION -  83
 JU0587  PID         -  JU0587
 JU0587  STATE/COUNTY-  NJ/BURLINGTON
 JU0587  COUNTRY     -  US
 JU0587  USGS QUAD   -  CHATSWORTH (2019)
 JU0587
 JU0587                         *CURRENT SURVEY CONTROL
 JU0587  ______________________________________________________________________
 JU0587* NAD 83(1986) POSITION- 39 49 48.     (N) 074 31 05.     (W)   SCALED
 JU0587* NAVD 88 ORTHO HEIGHT -    34.079 (meters)      111.81  (feet) ADJUSTED
 JU0587  ______________________________________________________________________
 JU0587  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 JU0587  DYNAMIC HEIGHT  -         34.063 (meters)      111.76  (feet) COMP
 JU0587  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 JU0587
 JU0587  VERT ORDER      -  SECOND    CLASS 0
 JU0587
 JU0587.The horizontal coordinates were scaled from a map and have
 JU0587.an estimated accuracy of +/- 6 seconds.
 JU0587
 JU0587.The orthometric height was determined by differential leveling and
 JU0587.adjusted by the NATIONAL GEODETIC SURVEY
 JU0587.in June 1991.
 JU0587
 JU0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0587.GEOID18 height accuracy estimate available here.
 JU0587
 JU0587.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK412090(NAD 83)
 JU0587
 JU0587                          SUPERSEDED SURVEY CONTROL
 JU0587
 JU0587  NGVD 29 (11/26/84)   34.461  (m)          113.06   (f) ADJUSTED    2 0
 JU0587
 JU0587.Superseded values are not recommended for survey control.
 JU0587
 JU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0587.See file dsdata.pdf to determine how the superseded data were derived.
 JU0587
 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 = JULY 24, 2026 22:12:30 EDT
 KV7131 ***********************************************************************
 KV7131  DESIGNATION -  8302
 KV7131  PID         -  KV7131
 KV7131  STATE/COUNTY-  NJ/MORRIS
 KV7131  COUNTRY     -  US
 KV7131  USGS QUAD   -  MENDHAM (2019)
 KV7131
 KV7131                         *CURRENT SURVEY CONTROL
 KV7131  ______________________________________________________________________
 KV7131* NAD 83(2011) POSITION- 40 51 17.36537(N) 074 36 45.92876(W)   ADJUSTED
 KV7131* NAD 83(2011) ELLIP HT-   256.651 (meters)        (06/27/12)   ADJUSTED
 KV7131* NAD 83(2011) EPOCH   -  2010.00
 KV7131* NAVD 88 ORTHO HEIGHT -   289.5   (meters)      950.    (feet) GPS OBS
 KV7131  ______________________________________________________________________
 KV7131  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7131  GEOID HEIGHT    -        -33.120 (meters)                     GEOID93
 KV7131  GEOID HEIGHT    -        -32.826 (meters)                     GEOID18
 KV7131  NAD 83(2011) X  -  1,281,956.507 (meters)                     COMP
 KV7131  NAD 83(2011) Y  - -4,658,164.833 (meters)                     COMP
 KV7131  NAD 83(2011) Z  -  4,150,410.129 (meters)                     COMP
 KV7131  LAPLACE CORR    -          3.54  (seconds)                    DEFLEC18
 KV7131
 KV7131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7131  Standards:
 KV7131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7131  -------------------------------------------------------------------
 KV7131  NETWORK    0.64   1.20           0.27   0.25   0.61      0.10918705
 KV7131  -------------------------------------------------------------------
 KV7131  Click here for local accuracies and other accuracy information.
 KV7131
 KV7131.The horizontal coordinates were established by GPS observations
 KV7131.and adjusted by the National Geodetic Survey in June 2012.
 KV7131
 KV7131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7131.been affixed to the stable North American tectonic plate. See 
 KV7131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7131
 KV7131.The horizontal coordinates are valid at the epoch date displayed above
 KV7131.which is a decimal equivalence of Year/Month/Day.
 KV7131
 KV7131.The orthometric height was determined by GPS observations and a
 KV7131.high-resolution geoid model.
 KV7131
 KV7131.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7131.GEOID18 height accuracy estimate available here.
 KV7131
 KV7131.Click photographs - Photos may exist for this station.
 KV7131
 KV7131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7131
 KV7131.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7131
 KV7131.The ellipsoidal height was determined by GPS observations
 KV7131.and is referenced to NAD 83.
 KV7131
 KV7131. The following values were computed from the NAD 83(2011) position.
 KV7131
 KV7131;                    North         East     Units Scale Factor Converg.
 KV7131;SPC NJ       -   224,433.106   140,493.250   MT  0.99990111   -0 04 25.5
 KV7131;SPC NJ       -   736,327.62    460,934.94   sFT  0.99990111   -0 04 25.5
 KV7131;UTM  18      - 4,522,713.472   532,639.037   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3263922713(NAD 83)
 KV7131
 KV7131                          SUPERSEDED SURVEY CONTROL
 KV7131
 KV7131  NAD 83(2007)-  40 51 17.36557(N)    074 36 45.92968(W) AD(2002.00) 0
 KV7131  ELLIP H (02/10/07)  256.664  (m)                       GP(2002.00)    
 KV7131  ELLIP H (10/23/02)  256.656  (m)                       GP(       ) 4 1
 KV7131  NAD 83(1996)-  40 51 17.36565(N)    074 36 45.92990(W) AD(       ) 1
 KV7131  ELLIP H (05/14/99)  256.656  (m)                       GP(       ) 4 1
 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
 KV7131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7131.See file dsdata.pdf to determine how the superseded data were derived.
 KV7131
 KV7131_MARKER: DD = SURVEY DISK
 KV7131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 NOT SUITABLE FOR
 KV7131+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2020
 KV7131
 KV7131  HISTORY     - Date     Condition        Report By
 KV7131  HISTORY     - 1940     MONUMENTED       NJGS
 KV7131  HISTORY     - 19930914 GOOD             NJGS
 KV7131  HISTORY     - 20010713 GOOD             LOCENG
 KV7131  HISTORY     - 20070411 GOOD             AASCO
 KV7131  HISTORY     - 20201015 POOR             NJGS
 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.
 KV7131
 KV7131                          STATION RECOVERY (2007)
 KV7131
 KV7131'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GLB)
 KV7131'RECOVERED IN GOOD CONDITION.
 KV7131
 KV7131                          STATION RECOVERY (2020)
 KV7131
 KV7131'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV7131'TOP OF MONUMENT FOUND DECAPITATED FROM BASE WITH MONUMENT STILL
 KV7131'EMBEDDED IN IT.  USE WITH CAUTION FOR VERTICAL.  FOR LEVELING
 KV7131'CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5242 ***********************************************************************
 DO5242  DESIGNATION -  8323
 DO5242  PID         -  DO5242
 DO5242  STATE/COUNTY-  NJ/MORRIS
 DO5242  COUNTRY     -  US
 DO5242  USGS QUAD   -  MORRISTOWN (2016)
 DO5242
 DO5242                         *CURRENT SURVEY CONTROL
 DO5242  ______________________________________________________________________
 DO5242* NAD 83(1986) POSITION- 40 47 48.80   (N) 074 28 46.59   (W)   HD_HELD1
 DO5242* NAVD 88 ORTHO HEIGHT -   111.426 (meters)      365.57  (feet) ADJUSTED
 DO5242  ______________________________________________________________________
 DO5242  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 DO5242  DYNAMIC HEIGHT  -        111.377 (meters)      365.41  (feet) COMP
 DO5242  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 DO5242
 DO5242  VERT ORDER      -  SECOND    CLASS II
 DO5242
 DO5242.The horizontal coordinates were determined by differentially corrected
 DO5242.hand held GPS observations or other comparable positioning techniques
 DO5242.and have an estimated accuracy of +/- 3 meters.
 DO5242
 DO5242.The orthometric height was determined by differential leveling and
 DO5242.adjusted by the NATIONAL GEODETIC SURVEY
 DO5242.in April 2013.
 DO5242
 DO5242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5242.GEOID18 height accuracy estimate available here.
 DO5242
 DO5242.Click photographs - Photos may exist for this station.
 DO5242
 DO5242.The dynamic height is computed by dividing the NAVD 88
 DO5242.geopotential number by the normal gravity value computed on the
 DO5242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5242.degrees latitude (g = 980.6199 gals.).
 DO5242
 DO5242.The modeled gravity was interpolated from observed gravity values.
 DO5242
 DO5242;                    North         East    Units  Estimated Accuracy
 DO5242;SPC NJ       -   217,994.1     151,720.7     MT  (+/- 3 meters HH1 GPS) 
 DO5242
 DO5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4389916340(NAD 83)
 DO5242
 DO5242                          SUPERSEDED SURVEY CONTROL
 DO5242
 DO5242.No superseded survey control is available for this station.
 DO5242
 DO5242_MARKER: X = CHISELED CROSS
 DO5242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5242_SP_SET: MARBLE WATER TABLE
 DO5242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5242+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2012
 DO5242
 DO5242  HISTORY     - Date     Condition        Report By
 DO5242  HISTORY     - 1935     MONUMENTED       NJGS
 DO5242  HISTORY     - 20120304 GOOD             NJGS
 DO5242
 DO5242                          STATION DESCRIPTION
 DO5242
 DO5242'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5242'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 DO5242'MENDHAM, 6.3 MI (10.1 KM) NORTHWEST OF CHATHAM.    THE STATION IS
 DO5242'LOCATED IN THE TOWN OF MORRISTOWN AT THE SOUTHEAST CORNER OF THE
 DO5242'T-JUNCTION OF MORRIS STREET (COUNTY ROAD 501) AND DUMONT PLACE.
 DO5242'
 DO5242'THE STATION IS A CHISELED CROSS, SET FLUSH IN THE TOP OF A MARBLE
 DO5242'WATER TABLE IN THE CENTER OF THE NORTHWEST ANGULAR FACE OF THE U.S.
 DO5242'POST OFFICE BUILDING, A BRICK AND MARBLE STRUCTURE.  THE STATION IS
 DO5242'JUST SOUTH OF A HANDICAP RAMP LEADING WEST FROM THE MAIN ENTRANCE OF
 DO5242'THE U.S. POST OFFICE BUILDING TO DUMONT PLACE.
 DO5242'
 DO5242'THE STATION IS 15.7 FT (4.8 M) EAST FROM THE EAST CURB OF DUMONT
 DO5242'PLACE, 28.8 FT (8.8 M) SOUTH FROM THE SOUTH CURB OF MORRIS STREET,
 DO5242'24.0 FT (7.3 M) SOUTHEAST FROM A TRAFFIC LIGHT POLE AT THE SOUTHEAST
 DO5242'CORNER OF THE TEE INTERSECTION OF MORRIS STREET AND DUMONT PLACE AND
 DO5242'7.4 FT (2.3 M) NORTHEAST FROM A METAL POST WITH NO TURN ON RED SIGN ON
 DO5242'THE EAST SIDE OF DUMONT PLACE.
 DO5242'
 DO5242'THE STATION IS ABOUT 2.3 FT (0.7 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0729 ***********************************************************************
 LY0729  DESIGNATION -  834.8
 LY0729  PID         -  LY0729
 LY0729  STATE/COUNTY-  NJ/SUSSEX
 LY0729  COUNTRY     -  US
 LY0729  USGS QUAD   -  FRANKLIN (2019)
 LY0729
 LY0729                         *CURRENT SURVEY CONTROL
 LY0729  ______________________________________________________________________
 LY0729* NAD 83(1986) POSITION- 41 04 57.     (N) 074 35 10.     (W)   SCALED
 LY0729* NAVD 88 ORTHO HEIGHT -   254.264 (meters)      834.20  (feet) ADJUSTED
 LY0729  ______________________________________________________________________
 LY0729  GEOID HEIGHT    -        -32.493 (meters)                     GEOID18
 LY0729  DYNAMIC HEIGHT  -        254.152 (meters)      833.83  (feet) COMP
 LY0729  MODELED GRAVITY -    980,178.0   (mgal)                       NAVD 88
 LY0729
 LY0729  VERT ORDER      -  SECOND    CLASS 0
 LY0729
 LY0729.The horizontal coordinates were scaled from a map and have
 LY0729.an estimated accuracy of +/- 6 seconds.
 LY0729
 LY0729.The orthometric height was determined by differential leveling and
 LY0729.adjusted by the NATIONAL GEODETIC SURVEY
 LY0729.in June 1991.
 LY0729
 LY0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0729.GEOID18 height accuracy estimate available here.
 LY0729
 LY0729.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL347479(NAD 83)
 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
 LY0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0729.See file dsdata.pdf to determine how the superseded data were derived.
 LY0729
 LY0729_MARKER: R = RIVET
 LY0729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY0729_SP_SET: CULVERT HEADWALL
 LY0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0729+STABILITY: SURFACE MOTION
 LY0729
 LY0729  HISTORY     - Date     Condition        Report By
 LY0729  HISTORY     - UNK      MONUMENTED       CGS
 LY0729  HISTORY     - 1934     GOOD             CGS
 LY0729  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 LY0729
 LY0729                          STATION DESCRIPTION
 LY0729
 LY0729'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU0588 ***********************************************************************
 JU0588  DESIGNATION -  84
 JU0588  PID         -  JU0588
 JU0588  STATE/COUNTY-  NJ/BURLINGTON
 JU0588  COUNTRY     -  US
 JU0588  USGS QUAD   -  CHATSWORTH (2019)
 JU0588
 JU0588                         *CURRENT SURVEY CONTROL
 JU0588  ______________________________________________________________________
 JU0588* NAD 83(1986) POSITION- 39 49 14.     (N) 074 31 55.     (W)   SCALED
 JU0588* NAVD 88 ORTHO HEIGHT -    29.898 (meters)       98.09  (feet) ADJUSTED
 JU0588  ______________________________________________________________________
 JU0588  GEOID HEIGHT    -        -32.904 (meters)                     GEOID18
 JU0588  DYNAMIC HEIGHT  -         29.884 (meters)       98.04  (feet) COMP
 JU0588  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 JU0588
 JU0588  VERT ORDER      -  SECOND    CLASS 0
 JU0588
 JU0588.The horizontal coordinates were scaled from a map and have
 JU0588.an estimated accuracy of +/- 6 seconds.
 JU0588
 JU0588.The orthometric height was determined by differential leveling and
 JU0588.adjusted by the NATIONAL GEODETIC SURVEY
 JU0588.in June 1991.
 JU0588
 JU0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0588.GEOID18 height accuracy estimate available here.
 JU0588
 JU0588.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK400079(NAD 83)
 JU0588
 JU0588                          SUPERSEDED SURVEY CONTROL
 JU0588
 JU0588  NGVD 29 (11/26/84)   30.280  (m)           99.34   (f) ADJUSTED    2 0
 JU0588
 JU0588.Superseded values are not recommended for survey control.
 JU0588
 JU0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0588.See file dsdata.pdf to determine how the superseded data were derived.
 JU0588
 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 = JULY 24, 2026 22:12:30 EDT
 KV0092 ***********************************************************************
 KV0092  DESIGNATION -  84 C OF N
 KV0092  PID         -  KV0092
 KV0092  STATE/COUNTY-  NJ/ESSEX
 KV0092  COUNTRY     -  US
 KV0092  USGS QUAD   -  ELIZABETH (2016)
 KV0092
 KV0092                         *CURRENT SURVEY CONTROL
 KV0092  ______________________________________________________________________
 KV0092* NAD 83(1986) POSITION- 40 43 08.     (N) 074 10 52.     (W)   SCALED
 KV0092* NAVD 88 ORTHO HEIGHT -     4.525 (meters)       14.85  (feet) ADJUSTED
 KV0092  ______________________________________________________________________
 KV0092  GEOID HEIGHT    -        -32.345 (meters)                     GEOID18
 KV0092  DYNAMIC HEIGHT  -          4.523 (meters)       14.84  (feet) COMP
 KV0092  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 KV0092
 KV0092  VERT ORDER      -  FIRST     CLASS II
 KV0092
 KV0092.The horizontal coordinates were scaled from a map and have
 KV0092.an estimated accuracy of +/- 6 seconds.
 KV0092
 KV0092.The orthometric height was determined by differential leveling and
 KV0092.adjusted by the NATIONAL GEODETIC SURVEY
 KV0092.in June 1991.
 KV0092
 KV0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0092.GEOID18 height accuracy estimate available here.
 KV0092
 KV0092.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL691078(NAD 83)
 KV0092
 KV0092                          SUPERSEDED SURVEY CONTROL
 KV0092
 KV0092  NGVD 29 (11/26/84)    4.870  (m)           15.98   (f) ADJUSTED    1 2
 KV0092
 KV0092.Superseded values are not recommended for survey control.
 KV0092
 KV0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0092.See file dsdata.pdf to determine how the superseded data were derived.
 KV0092
 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 = JULY 24, 2026 22:12:30 EDT
 JU0589 ***********************************************************************
 JU0589  DESIGNATION -  85
 JU0589  PID         -  JU0589
 JU0589  STATE/COUNTY-  NJ/BURLINGTON
 JU0589  COUNTRY     -  US
 JU0589  USGS QUAD   -  CHATSWORTH (2019)
 JU0589
 JU0589                         *CURRENT SURVEY CONTROL
 JU0589  ______________________________________________________________________
 JU0589* NAD 83(1986) POSITION- 39 48 42.     (N) 074 32 49.     (W)   SCALED
 JU0589* NAVD 88 ORTHO HEIGHT -    27.493 (meters)       90.20  (feet) ADJUSTED
 JU0589  ______________________________________________________________________
 JU0589  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 JU0589  DYNAMIC HEIGHT  -         27.480 (meters)       90.16  (feet) COMP
 JU0589  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 JU0589
 JU0589  VERT ORDER      -  SECOND    CLASS 0
 JU0589
 JU0589.The horizontal coordinates were scaled from a map and have
 JU0589.an estimated accuracy of +/- 6 seconds.
 JU0589
 JU0589.The orthometric height was determined by differential leveling and
 JU0589.adjusted by the NATIONAL GEODETIC SURVEY
 JU0589.in June 1991.
 JU0589
 JU0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0589.GEOID18 height accuracy estimate available here.
 JU0589
 JU0589.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK387069(NAD 83)
 JU0589
 JU0589                          SUPERSEDED SURVEY CONTROL
 JU0589
 JU0589  NGVD 29 (11/26/84)   27.875  (m)           91.45   (f) ADJUSTED    2 0
 JU0589
 JU0589.Superseded values are not recommended for survey control.
 JU0589
 JU0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0589.See file dsdata.pdf to determine how the superseded data were derived.
 JU0589
 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 = JULY 24, 2026 22:12:30 EDT
 AI8456 ***********************************************************************
 AI8456  DESIGNATION -  853 0278 B TIDAL
 AI8456  PID         -  AI8456
 AI8456  STATE/COUNTY-  NJ/BERGEN
 AI8456  COUNTRY     -  US
 AI8456  USGS QUAD   -  HACKENSACK (2019)
 AI8456
 AI8456                         *CURRENT SURVEY CONTROL
 AI8456  ______________________________________________________________________
 AI8456* NAD 83(1986) POSITION- 40 53 30.     (N) 074 02 30.     (W)   SCALED
 AI8456* NAVD 88 ORTHO HEIGHT -     2.492 (meters)        8.18  (feet) ADJUSTED
 AI8456  ______________________________________________________________________
 AI8456  GEOID HEIGHT    -        -31.853 (meters)                     GEOID18
 AI8456  DYNAMIC HEIGHT  -          2.491 (meters)        8.17  (feet) COMP
 AI8456  MODELED GRAVITY -    980,239.9   (mgal)                       NAVD 88
 AI8456
 AI8456  VERT ORDER      -  FIRST     CLASS II
 AI8456
 AI8456.The horizontal coordinates were scaled from a map and have
 AI8456.an estimated accuracy of +/- 6 seconds.
 AI8456
 AI8456.The orthometric height was determined by differential leveling and
 AI8456.adjusted by the NATIONAL GEODETIC SURVEY
 AI8456.in March 2001.
 AI8456
 AI8456.No vertical observational check was made to the station.
 AI8456
 AI8456.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8456.GEOID18 height accuracy estimate available here.
 AI8456
 AI8456.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL807271(NAD 83)
 AI8456
 AI8456                          SUPERSEDED SURVEY CONTROL
 AI8456
 AI8456.No superseded survey control is available for this station.
 AI8456
 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 = JULY 24, 2026 22:12:30 EDT
 AI8457 ***********************************************************************
 AI8457  DESIGNATION -  853 0278 C TIDAL
 AI8457  PID         -  AI8457
 AI8457  STATE/COUNTY-  NJ/BERGEN
 AI8457  COUNTRY     -  US
 AI8457  USGS QUAD   -  HACKENSACK (2019)
 AI8457
 AI8457                         *CURRENT SURVEY CONTROL
 AI8457  ______________________________________________________________________
 AI8457* NAD 83(1986) POSITION- 40 53 21.5    (N) 074 02 21.1    (W)   HD_HELD2
 AI8457* NAVD 88 ORTHO HEIGHT -     4.481 (meters)       14.70  (feet) ADJUSTED
 AI8457  ______________________________________________________________________
 AI8457  GEOID HEIGHT    -        -31.845 (meters)                     GEOID18
 AI8457  DYNAMIC HEIGHT  -          4.479 (meters)       14.69  (feet) COMP
 AI8457  MODELED GRAVITY -    980,239.9   (mgal)                       NAVD 88
 AI8457
 AI8457  VERT ORDER      -  FIRST     CLASS II
 AI8457
 AI8457.The horizontal coordinates were established by autonomous hand held GPS
 AI8457.observations and have an estimated accuracy of +/- 10 meters.
 AI8457
 AI8457.The orthometric height was determined by differential leveling and
 AI8457.adjusted by the NATIONAL GEODETIC SURVEY
 AI8457.in March 2001.
 AI8457
 AI8457.No vertical observational check was made to the station.
 AI8457
 AI8457.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8457.GEOID18 height accuracy estimate available here.
 AI8457
 AI8457.Click photographs - Photos may exist for this station.
 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       -   228,358.      188,831.      MT  (+/- 10 meters HH2 GPS)
 AI8457
 AI8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8094026913(NAD 83)
 AI8457
 AI8457                          SUPERSEDED SURVEY CONTROL
 AI8457
 AI8457.No superseded survey control is available for this station.
 AI8457
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3467  USGS QUAD   -  WEEHAWKEN (2016)
 KV3467
 KV3467                         *CURRENT SURVEY CONTROL
 KV3467  ______________________________________________________________________
 KV3467* NAD 83(1986) POSITION- 40 50 16.7    (N) 074 04 32.1    (W)   HD_HELD2
 KV3467* NAVD 88 ORTHO HEIGHT -     1.969 (meters)        6.46  (feet) ADJUSTED
 KV3467  ______________________________________________________________________
 KV3467  GEOID HEIGHT    -        -31.996 (meters)                     GEOID18
 KV3467  DYNAMIC HEIGHT  -          1.968 (meters)        6.46  (feet) COMP
 KV3467  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 KV3467
 KV3467  VERT ORDER      -  SECOND    CLASS I
 KV3467
 KV3467.The horizontal coordinates were established by autonomous hand held GPS
 KV3467.observations and have an estimated accuracy of +/- 10 meters.
 KV3467
 KV3467.The orthometric height was determined by differential leveling and
 KV3467.adjusted by the NATIONAL GEODETIC SURVEY
 KV3467.in June 1991.
 KV3467
 KV3467.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3467.GEOID18 height accuracy estimate available here.
 KV3467
 KV3467.This Tidal Bench Mark is designated as VM 14263
 KV3467.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3467
 KV3467.Click photographs - Photos may exist for this station.
 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       -   222,642.      185,792.      MT  (+/- 10 meters HH2 GPS)
 KV3467
 KV3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7793521181(NAD 83)
 KV3467
 KV3467                          SUPERSEDED SURVEY CONTROL
 KV3467
 KV3467  NGVD 29 (11/26/84)    2.283  (m)            7.49   (f) ADJUSTED    2 1
 KV3467
 KV3467.Superseded values are not recommended for survey control.
 KV3467
 KV3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3467.See file dsdata.pdf to determine how the superseded data were derived.
 KV3467
 KV3467_MARKER: DJ = TIDAL STATION DISK
 KV3467_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3467_SP_SET: STEP
 KV3467_STAMPING: 1-1 1973
 KV3467_MARK LOGO: NOS
 KV3467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3467+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2007
 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  HISTORY     - 20070408 GOOD             GEOCAC
 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.
 KV3467
 KV3467                          STATION RECOVERY (2007)
 KV3467
 KV3467'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3469  USGS QUAD   -  WEEHAWKEN (2016)
 KV3469
 KV3469                         *CURRENT SURVEY CONTROL
 KV3469  ______________________________________________________________________
 KV3469* NAD 83(1986) POSITION- 40 50 16.7    (N) 074 04 28.8    (W)   HD_HELD2
 KV3469* NAVD 88 ORTHO HEIGHT -     1.667 (meters)        5.47  (feet) ADJUSTED
 KV3469  ______________________________________________________________________
 KV3469  GEOID HEIGHT    -        -31.993 (meters)                     GEOID18
 KV3469  DYNAMIC HEIGHT  -          1.666 (meters)        5.47  (feet) COMP
 KV3469  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 KV3469
 KV3469  VERT ORDER      -  SECOND    CLASS I
 KV3469
 KV3469.The horizontal coordinates were established by autonomous hand held GPS
 KV3469.observations and have an estimated accuracy of +/- 10 meters.
 KV3469
 KV3469.The orthometric height was determined by differential leveling and
 KV3469.adjusted by the NATIONAL GEODETIC SURVEY
 KV3469.in June 1991.
 KV3469
 KV3469.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3469.GEOID18 height accuracy estimate available here.
 KV3469
 KV3469.This Tidal Bench Mark is designated as VM 14264
 KV3469.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3469
 KV3469.Click photographs - Photos may exist for this station.
 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       -   222,643.      185,869.      MT  (+/- 10 meters HH2 GPS)
 KV3469
 KV3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7801221182(NAD 83)
 KV3469
 KV3469                          SUPERSEDED SURVEY CONTROL
 KV3469
 KV3469  NGVD 29 (11/26/84)    1.981  (m)            6.50   (f) ADJUSTED    2 1
 KV3469
 KV3469.Superseded values are not recommended for survey control.
 KV3469
 KV3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3469.See file dsdata.pdf to determine how the superseded data were derived.
 KV3469
 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_MARK LOGO: NOS
 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 08, 2007
 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  HISTORY     - 20070408 GOOD             GEOCAC
 KV3469  HISTORY     - 20100127 GOOD             BOSWEL
 KV3469  HISTORY     - 20220810 GOOD             BOSWEL
 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.
 KV3469
 KV3469                          STATION RECOVERY (2007)
 KV3469
 KV3469'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3469'RECOVERED IN GOOD CONDITION.
 KV3469
 KV3469                          STATION RECOVERY (2010)
 KV3469
 KV3469'RECOVERY NOTE BY BOSWELL ENGINEERING 2010 (LB)
 KV3469'RECOVERED IN GOOD CONDITION.
 KV3469
 KV3469                          STATION RECOVERY (2022)
 KV3469
 KV3469'RECOVERY NOTE BY BOSWELL ENGINEERING 2022 (RRR)
 KV3469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3465  USGS QUAD   -  WEEHAWKEN (2016)
 KV3465
 KV3465                         *CURRENT SURVEY CONTROL
 KV3465  ______________________________________________________________________
 KV3465* NAD 83(1986) POSITION- 40 50 18.     (N) 074 04 35.     (W)   SCALED
 KV3465* NAVD 88 ORTHO HEIGHT -     1.123 (meters)        3.68  (feet) ADJUSTED
 KV3465  ______________________________________________________________________
 KV3465  GEOID HEIGHT    -        -31.999 (meters)                     GEOID18
 KV3465  DYNAMIC HEIGHT  -          1.122 (meters)        3.68  (feet) COMP
 KV3465  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 KV3465
 KV3465  VERT ORDER      -  SECOND    CLASS I
 KV3465
 KV3465.The horizontal coordinates were scaled from a map and have
 KV3465.an estimated accuracy of +/- 6 seconds.
 KV3465
 KV3465.The orthometric height was determined by differential leveling and
 KV3465.adjusted by the NATIONAL GEODETIC SURVEY
 KV3465.in June 1991.
 KV3465
 KV3465.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3465.GEOID18 height accuracy estimate available here.
 KV3465
 KV3465.This Tidal Bench Mark is designated as VM 14265
 KV3465.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3465
 KV3465.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778212(NAD 83)
 KV3465
 KV3465                          SUPERSEDED SURVEY CONTROL
 KV3465
 KV3465  NGVD 29 (11/26/84)    1.437  (m)            4.71   (f) ADJUSTED    2 1
 KV3465
 KV3465.Superseded values are not recommended for survey control.
 KV3465
 KV3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3465.See file dsdata.pdf to determine how the superseded data were derived.
 KV3465
 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  HISTORY     - 20070408 MARK NOT FOUND   GEOCAC
 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.
 KV3465
 KV3465                          STATION RECOVERY (2007)
 KV3465
 KV3465'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3465'BOROUGH OF MOONACHIE.  THE ONLY SWITCHING MECHANISM AT THIS LOCATION
 KV3465'IS SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING AT THE SOUTH END
 KV3465'OF PURCELL COURT.  NO BOLT WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3466  USGS QUAD   -  WEEHAWKEN (2016)
 KV3466
 KV3466                         *CURRENT SURVEY CONTROL
 KV3466  ______________________________________________________________________
 KV3466* NAD 83(1986) POSITION- 40 50 18.     (N) 074 04 35.     (W)   SCALED
 KV3466* NAVD 88 ORTHO HEIGHT -     1.450 (meters)        4.76  (feet) ADJUSTED
 KV3466  ______________________________________________________________________
 KV3466  GEOID HEIGHT    -        -31.999 (meters)                     GEOID18
 KV3466  DYNAMIC HEIGHT  -          1.450 (meters)        4.76  (feet) COMP
 KV3466  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 KV3466
 KV3466  VERT ORDER      -  SECOND    CLASS I
 KV3466
 KV3466.The horizontal coordinates were scaled from a map and have
 KV3466.an estimated accuracy of +/- 6 seconds.
 KV3466
 KV3466.The orthometric height was determined by differential leveling and
 KV3466.adjusted by the NATIONAL GEODETIC SURVEY
 KV3466.in June 1991.
 KV3466
 KV3466.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3466.GEOID18 height accuracy estimate available here.
 KV3466
 KV3466.This Tidal Bench Mark is designated as VM 14267
 KV3466.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3466
 KV3466.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778212(NAD 83)
 KV3466
 KV3466                          SUPERSEDED SURVEY CONTROL
 KV3466
 KV3466  NGVD 29 (11/26/84)    1.765  (m)            5.79   (f) ADJUSTED    2 1
 KV3466
 KV3466.Superseded values are not recommended for survey control.
 KV3466
 KV3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3466.See file dsdata.pdf to determine how the superseded data were derived.
 KV3466
 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  HISTORY     - 20070408 MARK NOT FOUND   GEOCAC
 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.
 KV3466
 KV3466                          STATION RECOVERY (2007)
 KV3466
 KV3466'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3466'BOROUGH OF MOONACHIE.  THERE IS NO BOLT IN THE UTILITY POLE AT THIS
 KV3466'LOCATION.  IT IS PROBABLY A NEW UTILITY POLE.  STATION ASSUMED TO BE
 KV3466'LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3468  USGS QUAD   -  WEEHAWKEN (2016)
 KV3468
 KV3468                         *CURRENT SURVEY CONTROL
 KV3468  ______________________________________________________________________
 KV3468* NAD 83(1986) POSITION- 40 50 17.6    (N) 074 04 30.9    (W)   HD_HELD2
 KV3468* NAVD 88 ORTHO HEIGHT -     1.468 (meters)        4.82  (feet) ADJUSTED
 KV3468  ______________________________________________________________________
 KV3468  GEOID HEIGHT    -        -31.995 (meters)                     GEOID18
 KV3468  DYNAMIC HEIGHT  -          1.467 (meters)        4.81  (feet) COMP
 KV3468  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 KV3468
 KV3468  VERT ORDER      -  SECOND    CLASS I
 KV3468
 KV3468.The horizontal coordinates were established by autonomous hand held GPS
 KV3468.observations and have an estimated accuracy of +/- 10 meters.
 KV3468
 KV3468.The orthometric height was determined by differential leveling and
 KV3468.adjusted by the NATIONAL GEODETIC SURVEY
 KV3468.in June 1991.
 KV3468
 KV3468.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3468.GEOID18 height accuracy estimate available here.
 KV3468
 KV3468.This Tidal Bench Mark is designated as VM 14266
 KV3468.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3468
 KV3468.Click photographs - Photos may exist for this station.
 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       -   222,670.      185,820.      MT  (+/- 10 meters HH2 GPS)
 KV3468
 KV3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7796321209(NAD 83)
 KV3468
 KV3468                          SUPERSEDED SURVEY CONTROL
 KV3468
 KV3468  NGVD 29 (11/26/84)    1.782  (m)            5.85   (f) ADJUSTED    2 1
 KV3468
 KV3468.Superseded values are not recommended for survey control.
 KV3468
 KV3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3468.See file dsdata.pdf to determine how the superseded data were derived.
 KV3468
 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  HISTORY     - 20070408 GOOD             GEOCAC
 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.
 KV3468
 KV3468                          STATION RECOVERY (2007)
 KV3468
 KV3468'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3468'IN MOONACHIE AT SOUTHWEST CORNER OF INTERSECTION OF BARRETT AVENUE AND
 KV3468'PURCELL COURT, 4.5 FEET NORTHEAST OF FIRE HYDRANT ON WEST SIDE OF
 KV3468'PURCELL COURT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3462  USGS QUAD   -  WEEHAWKEN (2016)
 KV3462
 KV3462                         *CURRENT SURVEY CONTROL
 KV3462  ______________________________________________________________________
 KV3462* NAD 83(1986) POSITION- 40 49 52.9    (N) 074 04 40.1    (W)   HD_HELD2
 KV3462* NAVD 88 ORTHO HEIGHT -     1.284 (meters)        4.21  (feet) ADJUSTED
 KV3462  ______________________________________________________________________
 KV3462  GEOID HEIGHT    -        -32.007 (meters)                     GEOID18
 KV3462  DYNAMIC HEIGHT  -          1.283 (meters)        4.21  (feet) COMP
 KV3462  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 KV3462
 KV3462  VERT ORDER      -  SECOND    CLASS I
 KV3462
 KV3462.The horizontal coordinates were established by autonomous hand held GPS
 KV3462.observations and have an estimated accuracy of +/- 10 meters.
 KV3462
 KV3462.The orthometric height was determined by differential leveling and
 KV3462.adjusted by the NATIONAL GEODETIC SURVEY
 KV3462.in June 1991.
 KV3462
 KV3462.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3462.GEOID18 height accuracy estimate available here.
 KV3462
 KV3462.This Tidal Bench Mark is designated as VM 14268
 KV3462.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3462
 KV3462.Click photographs - Photos may exist for this station.
 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       -   221,907.      185,608.      MT  (+/- 10 meters HH2 GPS)
 KV3462
 KV3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7775520445(NAD 83)
 KV3462
 KV3462                          SUPERSEDED SURVEY CONTROL
 KV3462
 KV3462  NGVD 29 (11/26/84)    1.598  (m)            5.24   (f) ADJUSTED    2 1
 KV3462
 KV3462.Superseded values are not recommended for survey control.
 KV3462
 KV3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3462.See file dsdata.pdf to determine how the superseded data were derived.
 KV3462
 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_MARK LOGO: NOS
 KV3462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3462+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2007
 KV3462
 KV3462  HISTORY     - Date     Condition        Report By
 KV3462  HISTORY     - 1973     MONUMENTED       NOS
 KV3462  HISTORY     - 1975     GOOD             NOS
 KV3462  HISTORY     - 19940918 GOOD             USPSQD
 KV3462  HISTORY     - 20070408 GOOD             GEOCAC
 KV3462  HISTORY     - 20190214 GOOD             BOSWEL
 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.
 KV3462
 KV3462                          STATION RECOVERY (2007)
 KV3462
 KV3462'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3462'RECOVERED IN GOOD CONDITION.
 KV3462
 KV3462                          STATION RECOVERY (2019)
 KV3462
 KV3462'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (AB)
 KV3462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3464  USGS QUAD   -  WEEHAWKEN (2016)
 KV3464
 KV3464                         *CURRENT SURVEY CONTROL
 KV3464  ______________________________________________________________________
 KV3464* NAD 83(1986) POSITION- 40 49 51.4    (N) 074 04 38.5    (W)   HD_HELD2
 KV3464* NAVD 88 ORTHO HEIGHT -     0.878 (meters)        2.88  (feet) ADJUSTED
 KV3464  ______________________________________________________________________
 KV3464  GEOID HEIGHT    -        -32.006 (meters)                     GEOID18
 KV3464  DYNAMIC HEIGHT  -          0.878 (meters)        2.88  (feet) COMP
 KV3464  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 KV3464
 KV3464  VERT ORDER      -  SECOND    CLASS I
 KV3464
 KV3464.The horizontal coordinates were established by autonomous hand held GPS
 KV3464.observations and have an estimated accuracy of +/- 10 meters.
 KV3464
 KV3464.The orthometric height was determined by differential leveling and
 KV3464.adjusted by the NATIONAL GEODETIC SURVEY
 KV3464.in June 1991.
 KV3464
 KV3464.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3464.GEOID18 height accuracy estimate available here.
 KV3464
 KV3464.This Tidal Bench Mark is designated as VM 14269
 KV3464.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3464
 KV3464.Click photographs - Photos may exist for this station.
 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       -   221,861.      185,646.      MT  (+/- 10 meters HH2 GPS)
 KV3464
 KV3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7779320400(NAD 83)
 KV3464
 KV3464                          SUPERSEDED SURVEY CONTROL
 KV3464
 KV3464  NGVD 29 (11/26/84)    1.192  (m)            3.91   (f) ADJUSTED    2 1
 KV3464
 KV3464.Superseded values are not recommended for survey control.
 KV3464
 KV3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3464.See file dsdata.pdf to determine how the superseded data were derived.
 KV3464
 KV3464_MARKER: DJ = TIDAL STATION DISK
 KV3464_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3464_SP_SET: LOADING DOCK
 KV3464_STAMPING: 2-2 1973
 KV3464_MARK LOGO: NOS
 KV3464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3464+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2007
 KV3464
 KV3464  HISTORY     - Date     Condition        Report By
 KV3464  HISTORY     - 1973     MONUMENTED       NOS
 KV3464  HISTORY     - 1975     GOOD             NOS
 KV3464  HISTORY     - 19940918 GOOD             USPSQD
 KV3464  HISTORY     - 20070408 GOOD             GEOCAC
 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.
 KV3464
 KV3464                          STATION RECOVERY (2007)
 KV3464
 KV3464'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3464'IN CARLSTADT.  LOCATED AT GROUND LEVEL IN A CONCRETE PAD IN FRONT OF
 KV3464'LOADING DOCK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3463  USGS QUAD   -  WEEHAWKEN (2016)
 KV3463
 KV3463                         *CURRENT SURVEY CONTROL
 KV3463  ______________________________________________________________________
 KV3463* NAD 83(1986) POSITION- 40 49 52.5    (N) 074 04 38.0    (W)   HD_HELD2
 KV3463* NAVD 88 ORTHO HEIGHT -     1.625 (meters)        5.33  (feet) ADJUSTED
 KV3463  ______________________________________________________________________
 KV3463  GEOID HEIGHT    -        -32.005 (meters)                     GEOID18
 KV3463  DYNAMIC HEIGHT  -          1.624 (meters)        5.33  (feet) COMP
 KV3463  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 KV3463
 KV3463  VERT ORDER      -  SECOND    CLASS I
 KV3463
 KV3463.The horizontal coordinates were established by autonomous hand held GPS
 KV3463.observations and have an estimated accuracy of +/- 10 meters.
 KV3463
 KV3463.The orthometric height was determined by differential leveling and
 KV3463.adjusted by the NATIONAL GEODETIC SURVEY
 KV3463.in June 1991.
 KV3463
 KV3463.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3463.GEOID18 height accuracy estimate available here.
 KV3463
 KV3463.This Tidal Bench Mark is designated as VM 14270
 KV3463.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3463
 KV3463.Click photographs - Photos may exist for this station.
 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       -   221,895.      185,658.      MT  (+/- 10 meters HH2 GPS)
 KV3463
 KV3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7780520434(NAD 83)
 KV3463
 KV3463                          SUPERSEDED SURVEY CONTROL
 KV3463
 KV3463  NGVD 29 (11/26/84)    1.939  (m)            6.36   (f) ADJUSTED    2 1
 KV3463
 KV3463.Superseded values are not recommended for survey control.
 KV3463
 KV3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3463.See file dsdata.pdf to determine how the superseded data were derived.
 KV3463
 KV3463_MARKER: DJ = TIDAL STATION DISK
 KV3463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3463_SP_SET: HEADWALL
 KV3463_STAMPING: 2-3 1973
 KV3463_MARK LOGO: NOS
 KV3463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3463+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2021
 KV3463
 KV3463  HISTORY     - Date     Condition        Report By
 KV3463  HISTORY     - 1973     MONUMENTED       NOS
 KV3463  HISTORY     - 1975     GOOD             NOS
 KV3463  HISTORY     - 19940918 GOOD             USPSQD
 KV3463  HISTORY     - 20070408 GOOD             GEOCAC
 KV3463  HISTORY     - 20210506 GOOD             NJGS
 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.
 KV3463
 KV3463                          STATION RECOVERY (2007)
 KV3463
 KV3463'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3463'IN CARLSTADT.  LOCATED NORTHEAST OF THE PARKING AREA BETWEEN THE
 KV3463'BUILDINGS AT 50 AND 60 BROAD STREET.  AT NORTHWEST END OF HEADWALL OF
 KV3463'STORM DRAIN INTO BERRY CREEK.
 KV3463
 KV3463                          STATION RECOVERY (2021)
 KV3463
 KV3463'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV3463'2 OPUS OBSERVATIONS COULD NOT REACH MINIMUM STANDARDS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3461  USGS QUAD   -  WEEHAWKEN (2016)
 KV3461
 KV3461                         *CURRENT SURVEY CONTROL
 KV3461  ______________________________________________________________________
 KV3461* NAD 83(1986) POSITION- 40 49 51.8    (N) 074 04 41.5    (W)   HD_HELD2
 KV3461* NAVD 88 ORTHO HEIGHT -     1.988 (meters)        6.52  (feet) ADJUSTED
 KV3461  ______________________________________________________________________
 KV3461  GEOID HEIGHT    -        -32.008 (meters)                     GEOID18
 KV3461  DYNAMIC HEIGHT  -          1.987 (meters)        6.52  (feet) COMP
 KV3461  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 KV3461
 KV3461  VERT ORDER      -  SECOND    CLASS I
 KV3461
 KV3461.The horizontal coordinates were established by autonomous hand held GPS
 KV3461.observations and have an estimated accuracy of +/- 10 meters.
 KV3461
 KV3461.The orthometric height was determined by differential leveling and
 KV3461.adjusted by the NATIONAL GEODETIC SURVEY
 KV3461.in June 1991.
 KV3461
 KV3461.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3461.GEOID18 height accuracy estimate available here.
 KV3461
 KV3461.This Tidal Bench Mark is designated as VM 14271
 KV3461.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3461
 KV3461.Click photographs - Photos may exist for this station.
 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       -   221,873.      185,576.      MT  (+/- 10 meters HH2 GPS)
 KV3461
 KV3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7772320411(NAD 83)
 KV3461
 KV3461                          SUPERSEDED SURVEY CONTROL
 KV3461
 KV3461  NGVD 29 (11/26/84)    2.302  (m)            7.55   (f) ADJUSTED    2 1
 KV3461
 KV3461.Superseded values are not recommended for survey control.
 KV3461
 KV3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3461.See file dsdata.pdf to determine how the superseded data were derived.
 KV3461
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3461+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2007
 KV3461
 KV3461  HISTORY     - Date     Condition        Report By
 KV3461  HISTORY     - 1973     MONUMENTED       NOS
 KV3461  HISTORY     - 1975     GOOD             NOS
 KV3461  HISTORY     - 19940918 GOOD             USPSQD
 KV3461  HISTORY     - 20070408 GOOD             GEOCAC
 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.
 KV3461
 KV3461                          STATION RECOVERY (2007)
 KV3461
 KV3461'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3460  USGS QUAD   -  WEEHAWKEN (2016)
 KV3460
 KV3460                         *CURRENT SURVEY CONTROL
 KV3460  ______________________________________________________________________
 KV3460* NAD 83(1986) POSITION- 40 49 49.3    (N) 074 04 43.3    (W)   HD_HELD2
 KV3460* NAVD 88 ORTHO HEIGHT -     1.897 (meters)        6.22  (feet) ADJUSTED
 KV3460  ______________________________________________________________________
 KV3460  GEOID HEIGHT    -        -32.010 (meters)                     GEOID18
 KV3460  DYNAMIC HEIGHT  -          1.896 (meters)        6.22  (feet) COMP
 KV3460  MODELED GRAVITY -    980,233.5   (mgal)                       NAVD 88
 KV3460
 KV3460  VERT ORDER      -  SECOND    CLASS I
 KV3460
 KV3460.The horizontal coordinates were established by autonomous hand held GPS
 KV3460.observations and have an estimated accuracy of +/- 10 meters.
 KV3460
 KV3460.The orthometric height was determined by differential leveling and
 KV3460.adjusted by the NATIONAL GEODETIC SURVEY
 KV3460.in June 1991.
 KV3460
 KV3460.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3460.GEOID18 height accuracy estimate available here.
 KV3460
 KV3460.This Tidal Bench Mark is designated as VM 14272
 KV3460.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3460
 KV3460.Click photographs - Photos may exist for this station.
 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       -   221,796.      185,534.      MT  (+/- 10 meters HH2 GPS)
 KV3460
 KV3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7768220334(NAD 83)
 KV3460
 KV3460                          SUPERSEDED SURVEY CONTROL
 KV3460
 KV3460  NGVD 29 (11/26/84)    2.211  (m)            7.25   (f) ADJUSTED    2 1
 KV3460
 KV3460.Superseded values are not recommended for survey control.
 KV3460
 KV3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3460.See file dsdata.pdf to determine how the superseded data were derived.
 KV3460
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3460+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2007
 KV3460
 KV3460  HISTORY     - Date     Condition        Report By
 KV3460  HISTORY     - 1973     MONUMENTED       NOS
 KV3460  HISTORY     - 1975     GOOD             NOS
 KV3460  HISTORY     - 19940918 GOOD             USPSQD
 KV3460  HISTORY     - 20070408 GOOD             GEOCAC
 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.
 KV3460
 KV3460                          STATION RECOVERY (2007)
 KV3460
 KV3460'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3460'IN CARLSTADT.  LOCATED 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 KV3460'THE BUILDING AT 70 BROAD STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3457  USGS QUAD   -  WEEHAWKEN (2016)
 KV3457
 KV3457                         *CURRENT SURVEY CONTROL
 KV3457  ______________________________________________________________________
 KV3457* NAD 83(1986) POSITION- 40 49 35.     (N) 074 04 34.     (W)   SCALED
 KV3457* NAVD 88 ORTHO HEIGHT -     2.075 (meters)        6.81  (feet) ADJUSTED
 KV3457  ______________________________________________________________________
 KV3457  GEOID HEIGHT    -        -32.003 (meters)                     GEOID18
 KV3457  DYNAMIC HEIGHT  -          2.074 (meters)        6.80  (feet) COMP
 KV3457  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 KV3457
 KV3457  VERT ORDER      -  SECOND    CLASS I
 KV3457
 KV3457.The horizontal coordinates were scaled from a map and have
 KV3457.an estimated accuracy of +/- 6 seconds.
 KV3457
 KV3457.The orthometric height was determined by differential leveling and
 KV3457.adjusted by the NATIONAL GEODETIC SURVEY
 KV3457.in June 1991.
 KV3457
 KV3457.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3457.GEOID18 height accuracy estimate available here.
 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.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL779198(NAD 83)
 KV3457
 KV3457                          SUPERSEDED SURVEY CONTROL
 KV3457
 KV3457  NGVD 29 (11/26/84)    2.389  (m)            7.84   (f) ADJUSTED    2 1
 KV3457
 KV3457.Superseded values are not recommended for survey control.
 KV3457
 KV3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3457.See file dsdata.pdf to determine how the superseded data were derived.
 KV3457
 KV3457_MARKER: DJ = TIDAL STATION DISK
 KV3457_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3457_SP_SET: STEP
 KV3457_STAMPING: 4-1 1973
 KV3457_MARK LOGO: NOS
 KV3457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3457
 KV3457  HISTORY     - Date     Condition        Report By
 KV3457  HISTORY     - 1973     MONUMENTED       NOS
 KV3457  HISTORY     - 1975     GOOD             NOS
 KV3457  HISTORY     - 19940918 GOOD             USPSQD
 KV3457  HISTORY     - 20070408 MARK NOT FOUND   GEOCAC
 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.
 KV3457
 KV3457                          STATION RECOVERY (2007)
 KV3457
 KV3457'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3457'THERE IS A FRESH CONCRETE PATCH IN THE STEP WHERE THIS USED TO BE.
 KV3457'STATION SHOULD BE CONSIDERED MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3459  USGS QUAD   -  WEEHAWKEN (2016)
 KV3459
 KV3459                         *CURRENT SURVEY CONTROL
 KV3459  ______________________________________________________________________
 KV3459* NAD 83(1986) POSITION- 40 49 35.     (N) 074 04 34.     (W)   SCALED
 KV3459* NAVD 88 ORTHO HEIGHT -     1.643 (meters)        5.39  (feet) ADJUSTED
 KV3459  ______________________________________________________________________
 KV3459  GEOID HEIGHT    -        -32.003 (meters)                     GEOID18
 KV3459  DYNAMIC HEIGHT  -          1.642 (meters)        5.39  (feet) COMP
 KV3459  MODELED GRAVITY -    980,234.8   (mgal)                       NAVD 88
 KV3459
 KV3459  VERT ORDER      -  SECOND    CLASS I
 KV3459
 KV3459.The horizontal coordinates were scaled from a map and have
 KV3459.an estimated accuracy of +/- 6 seconds.
 KV3459
 KV3459.The orthometric height was determined by differential leveling and
 KV3459.adjusted by the NATIONAL GEODETIC SURVEY
 KV3459.in June 1991.
 KV3459
 KV3459.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3459.GEOID18 height accuracy estimate available here.
 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.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL779198(NAD 83)
 KV3459
 KV3459                          SUPERSEDED SURVEY CONTROL
 KV3459
 KV3459  NGVD 29 (11/26/84)    1.957  (m)            6.42   (f) ADJUSTED    2 1
 KV3459
 KV3459.Superseded values are not recommended for survey control.
 KV3459
 KV3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3459.See file dsdata.pdf to determine how the superseded data were derived.
 KV3459
 KV3459_MARKER: DJ = TIDAL STATION DISK
 KV3459_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV3459_SP_SET: GENERATOR FOUNDATION
 KV3459_STAMPING: 4-2 1973
 KV3459_MARK LOGO: NOS
 KV3459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3459+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3456  USGS QUAD   -  WEEHAWKEN (2016)
 KV3456
 KV3456                         *CURRENT SURVEY CONTROL
 KV3456  ______________________________________________________________________
 KV3456* NAD 83(1986) POSITION- 40 49 37.     (N) 074 04 37.     (W)   SCALED
 KV3456* NAVD 88 ORTHO HEIGHT -     1.436 (meters)        4.71  (feet) ADJUSTED
 KV3456  ______________________________________________________________________
 KV3456  GEOID HEIGHT    -        -32.006 (meters)                     GEOID18
 KV3456  DYNAMIC HEIGHT  -          1.435 (meters)        4.71  (feet) COMP
 KV3456  MODELED GRAVITY -    980,234.7   (mgal)                       NAVD 88
 KV3456
 KV3456  VERT ORDER      -  SECOND    CLASS I
 KV3456
 KV3456.The horizontal coordinates were scaled from a map and have
 KV3456.an estimated accuracy of +/- 6 seconds.
 KV3456
 KV3456.The orthometric height was determined by differential leveling and
 KV3456.adjusted by the NATIONAL GEODETIC SURVEY
 KV3456.in June 1991.
 KV3456
 KV3456.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3456.GEOID18 height accuracy estimate available here.
 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.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778199(NAD 83)
 KV3456
 KV3456                          SUPERSEDED SURVEY CONTROL
 KV3456
 KV3456  NGVD 29 (11/26/84)    1.750  (m)            5.74   (f) ADJUSTED    2 1
 KV3456
 KV3456.Superseded values are not recommended for survey control.
 KV3456
 KV3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3456.See file dsdata.pdf to determine how the superseded data were derived.
 KV3456
 KV3456_MARKER: DJ = TIDAL STATION DISK
 KV3456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3456_SP_SET: BUILDING
 KV3456_STAMPING: 4-3 1973
 KV3456_MARK LOGO: NOS
 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  HISTORY     - 20070408 MARK NOT FOUND   GEOCAC
 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.
 KV3456
 KV3456                          STATION RECOVERY (2007)
 KV3456
 KV3456'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3456'LOCATED CONCRETE PAD IN FRONT OF LOADING DOCK NEAR WALL OF OFFICE.
 KV3456'UNABLE TO LOCATE DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3454  USGS QUAD   -  WEEHAWKEN (2016)
 KV3454
 KV3454                         *CURRENT SURVEY CONTROL
 KV3454  ______________________________________________________________________
 KV3454* NAD 83(1986) POSITION- 40 49 42.     (N) 074 04 47.     (W)   SCALED
 KV3454* NAVD 88 ORTHO HEIGHT -     3.080 (meters)       10.11  (feet) ADJUSTED
 KV3454  ______________________________________________________________________
 KV3454  GEOID HEIGHT    -        -32.015 (meters)                     GEOID18
 KV3454  DYNAMIC HEIGHT  -          3.079 (meters)       10.10  (feet) COMP
 KV3454  MODELED GRAVITY -    980,234.2   (mgal)                       NAVD 88
 KV3454
 KV3454  VERT ORDER      -  SECOND    CLASS I
 KV3454
 KV3454.The horizontal coordinates were scaled from a map and have
 KV3454.an estimated accuracy of +/- 6 seconds.
 KV3454
 KV3454.The orthometric height was determined by differential leveling and
 KV3454.adjusted by the NATIONAL GEODETIC SURVEY
 KV3454.in June 1991.
 KV3454
 KV3454.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3454.GEOID18 height accuracy estimate available here.
 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.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL775201(NAD 83)
 KV3454
 KV3454                          SUPERSEDED SURVEY CONTROL
 KV3454
 KV3454  NGVD 29 (11/26/84)    3.395  (m)           11.14   (f) ADJUSTED    2 1
 KV3454
 KV3454.Superseded values are not recommended for survey control.
 KV3454
 KV3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3454.See file dsdata.pdf to determine how the superseded data were derived.
 KV3454
 KV3454_MARKER: DJ = TIDAL STATION DISK
 KV3454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3454_SP_SET: BRIDGE RAILING
 KV3454_STAMPING: 3-1 1973
 KV3454_MARK LOGO: NOS
 KV3454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3455  USGS QUAD   -  WEEHAWKEN (2016)
 KV3455
 KV3455                         *CURRENT SURVEY CONTROL
 KV3455  ______________________________________________________________________
 KV3455* NAD 83(1986) POSITION- 40 49 42.     (N) 074 04 47.     (W)   SCALED
 KV3455* NAVD 88 ORTHO HEIGHT -     2.547 (meters)        8.36  (feet) ADJUSTED
 KV3455  ______________________________________________________________________
 KV3455  GEOID HEIGHT    -        -32.015 (meters)                     GEOID18
 KV3455  DYNAMIC HEIGHT  -          2.546 (meters)        8.35  (feet) COMP
 KV3455  MODELED GRAVITY -    980,234.2   (mgal)                       NAVD 88
 KV3455
 KV3455  VERT ORDER      -  SECOND    CLASS I
 KV3455
 KV3455.The horizontal coordinates were scaled from a map and have
 KV3455.an estimated accuracy of +/- 6 seconds.
 KV3455
 KV3455.The orthometric height was determined by differential leveling and
 KV3455.adjusted by the NATIONAL GEODETIC SURVEY
 KV3455.in June 1991.
 KV3455
 KV3455.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3455.GEOID18 height accuracy estimate available here.
 KV3455
 KV3455.This Tidal Bench Mark is designated as VM 16899
 KV3455.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3455
 KV3455.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL775201(NAD 83)
 KV3455
 KV3455                          SUPERSEDED SURVEY CONTROL
 KV3455
 KV3455  NGVD 29 (11/26/84)    2.861  (m)            9.39   (f) ADJUSTED    2 1
 KV3455
 KV3455.Superseded values are not recommended for survey control.
 KV3455
 KV3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3455.See file dsdata.pdf to determine how the superseded data were derived.
 KV3455
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3452  USGS QUAD   -  WEEHAWKEN (2016)
 KV3452
 KV3452                         *CURRENT SURVEY CONTROL
 KV3452  ______________________________________________________________________
 KV3452* NAD 83(1986) POSITION- 40 49 27.     (N) 074 05 13.     (W)   SCALED
 KV3452* NAVD 88 ORTHO HEIGHT -     2.190 (meters)        7.19  (feet) ADJUSTED
 KV3452  ______________________________________________________________________
 KV3452  GEOID HEIGHT    -        -32.040 (meters)                     GEOID18
 KV3452  DYNAMIC HEIGHT  -          2.189 (meters)        7.18  (feet) COMP
 KV3452  MODELED GRAVITY -    980,233.0   (mgal)                       NAVD 88
 KV3452
 KV3452  VERT ORDER      -  SECOND    CLASS I
 KV3452
 KV3452.The horizontal coordinates were scaled from a map and have
 KV3452.an estimated accuracy of +/- 6 seconds.
 KV3452
 KV3452.The orthometric height was determined by differential leveling and
 KV3452.adjusted by the NATIONAL GEODETIC SURVEY
 KV3452.in June 1991.
 KV3452
 KV3452.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3452.GEOID18 height accuracy estimate available here.
 KV3452
 KV3452.This Tidal Bench Mark is designated as VM 7426
 KV3452.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3452
 KV3452.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769196(NAD 83)
 KV3452
 KV3452                          SUPERSEDED SURVEY CONTROL
 KV3452
 KV3452  NGVD 29 (11/26/84)    2.504  (m)            8.22   (f) ADJUSTED    2 1
 KV3452
 KV3452.Superseded values are not recommended for survey control.
 KV3452
 KV3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3452.See file dsdata.pdf to determine how the superseded data were derived.
 KV3452
 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_MARK LOGO: NOS
 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  HISTORY     - 20070408 MARK NOT FOUND   GEOCAC
 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.
 KV3452
 KV3452                          STATION RECOVERY (2007)
 KV3452
 KV3452'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3452'CURB ON CUL-DE-SAC IN FRONT OF APPLE CORRUGATED SEEMS TO BE IN GOOD
 KV3452'CONDITION.  DISTANCES WERE MEASURED FROM FLAG POLE AND FIRE HYDRANT,
 KV3452'BUT NO DISK WAS FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3453  USGS QUAD   -  WEEHAWKEN (2016)
 KV3453
 KV3453                         *CURRENT SURVEY CONTROL
 KV3453  ______________________________________________________________________
 KV3453* NAD 83(1986) POSITION- 40 49 27.     (N) 074 05 13.     (W)   SCALED
 KV3453* NAVD 88 ORTHO HEIGHT -     2.267 (meters)        7.44  (feet) ADJUSTED
 KV3453  ______________________________________________________________________
 KV3453  GEOID HEIGHT    -        -32.040 (meters)                     GEOID18
 KV3453  DYNAMIC HEIGHT  -          2.266 (meters)        7.43  (feet) COMP
 KV3453  MODELED GRAVITY -    980,233.0   (mgal)                       NAVD 88
 KV3453
 KV3453  VERT ORDER      -  SECOND    CLASS I
 KV3453
 KV3453.The horizontal coordinates were scaled from a map and have
 KV3453.an estimated accuracy of +/- 6 seconds.
 KV3453
 KV3453.The orthometric height was determined by differential leveling and
 KV3453.adjusted by the NATIONAL GEODETIC SURVEY
 KV3453.in June 1991.
 KV3453
 KV3453.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3453.GEOID18 height accuracy estimate available here.
 KV3453
 KV3453.This Tidal Bench Mark is designated as VM 7428
 KV3453.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3453
 KV3453.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769196(NAD 83)
 KV3453
 KV3453                          SUPERSEDED SURVEY CONTROL
 KV3453
 KV3453  NGVD 29 (11/26/84)    2.581  (m)            8.47   (f) ADJUSTED    2 1
 KV3453
 KV3453.Superseded values are not recommended for survey control.
 KV3453
 KV3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3453.See file dsdata.pdf to determine how the superseded data were derived.
 KV3453
 KV3453_MARKER: DJ = TIDAL STATION DISK
 KV3453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3453_SP_SET: STEP
 KV3453_STAMPING: 6-2 1973
 KV3453_MARK LOGO: NOS
 KV3453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3453+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2007
 KV3453
 KV3453  HISTORY     - Date     Condition        Report By
 KV3453  HISTORY     - 1973     MONUMENTED       NOS
 KV3453  HISTORY     - 1975     GOOD             NOS
 KV3453  HISTORY     - 19970315 GOOD             USPSQD
 KV3453  HISTORY     - 20070408 GOOD             GEOCAC
 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.
 KV3453
 KV3453                          STATION RECOVERY (2007)
 KV3453
 KV3453'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3453'FOUND AS DESCRIBED.  STATION IS LOCATED IN BOROUGH OF EAST RUTHERFORD.
 KV3453'BUILDING IS OCCUPIED BY APPLE CORRUGATED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3451  USGS QUAD   -  WEEHAWKEN (2016)
 KV3451
 KV3451                         *CURRENT SURVEY CONTROL
 KV3451  ______________________________________________________________________
 KV3451* NAD 83(1986) POSITION- 40 49 29.     (N) 074 05 16.     (W)   SCALED
 KV3451* NAVD 88 ORTHO HEIGHT -     2.083 (meters)        6.83  (feet) ADJUSTED
 KV3451  ______________________________________________________________________
 KV3451  GEOID HEIGHT    -        -32.043 (meters)                     GEOID18
 KV3451  DYNAMIC HEIGHT  -          2.082 (meters)        6.83  (feet) COMP
 KV3451  MODELED GRAVITY -    980,232.9   (mgal)                       NAVD 88
 KV3451
 KV3451  VERT ORDER      -  SECOND    CLASS I
 KV3451
 KV3451.The horizontal coordinates were scaled from a map and have
 KV3451.an estimated accuracy of +/- 6 seconds.
 KV3451
 KV3451.The orthometric height was determined by differential leveling and
 KV3451.adjusted by the NATIONAL GEODETIC SURVEY
 KV3451.in June 1991.
 KV3451
 KV3451.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3451.GEOID18 height accuracy estimate available here.
 KV3451
 KV3451.This Tidal Bench Mark is designated as VM 7429
 KV3451.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3451
 KV3451.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769197(NAD 83)
 KV3451
 KV3451                          SUPERSEDED SURVEY CONTROL
 KV3451
 KV3451  NGVD 29 (11/26/84)    2.398  (m)            7.87   (f) ADJUSTED    2 1
 KV3451
 KV3451.Superseded values are not recommended for survey control.
 KV3451
 KV3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3451.See file dsdata.pdf to determine how the superseded data were derived.
 KV3451
 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_MARK LOGO: NOS
 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  HISTORY     - 20070408 GOOD             GEOCAC
 KV3451  HISTORY     - 20131012 MARK NOT FOUND   GEOCAC
 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.
 KV3451
 KV3451                          STATION RECOVERY (2007)
 KV3451
 KV3451'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3451'FOUND AS DESCRIBED.  STATION IS LOCATED IN BOROUGH OF EAST RUTHERFORD.
 KV3451'
 KV3451
 KV3451                          STATION RECOVERY (2013)
 KV3451
 KV3451'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 KV3451'THE CURB HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3450  USGS QUAD   -  WEEHAWKEN (2016)
 KV3450
 KV3450                         *CURRENT SURVEY CONTROL
 KV3450  ______________________________________________________________________
 KV3450* NAD 83(1986) POSITION- 40 49 27.9    (N) 074 05 12.9    (W)   HD_HELD2
 KV3450* NAVD 88 ORTHO HEIGHT -     2.152 (meters)        7.06  (feet) ADJUSTED
 KV3450  ______________________________________________________________________
 KV3450  GEOID HEIGHT    -        -32.040 (meters)                     GEOID18
 KV3450  DYNAMIC HEIGHT  -          2.151 (meters)        7.06  (feet) COMP
 KV3450  MODELED GRAVITY -    980,232.9   (mgal)                       NAVD 88
 KV3450
 KV3450  VERT ORDER      -  SECOND    CLASS I
 KV3450
 KV3450.The horizontal coordinates were established by autonomous hand held GPS
 KV3450.observations and have an estimated accuracy of +/- 10 meters.
 KV3450
 KV3450.The orthometric height was determined by differential leveling and
 KV3450.adjusted by the NATIONAL GEODETIC SURVEY
 KV3450.in June 1991.
 KV3450
 KV3450.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3450.GEOID18 height accuracy estimate available here.
 KV3450
 KV3450.This Tidal Bench Mark is designated as VM 7425
 KV3450.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3450
 KV3450.Click photographs - Photos may exist for this station.
 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       -   221,133.      184,843.      MT  (+/- 10 meters HH2 GPS)
 KV3450
 KV3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7699519667(NAD 83)
 KV3450
 KV3450                          SUPERSEDED SURVEY CONTROL
 KV3450
 KV3450  NGVD 29 (11/26/84)    2.466  (m)            8.09   (f) ADJUSTED    2 1
 KV3450
 KV3450.Superseded values are not recommended for survey control.
 KV3450
 KV3450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3450.See file dsdata.pdf to determine how the superseded data were derived.
 KV3450
 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_MARK LOGO: NOS
 KV3450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3450+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2021
 KV3450
 KV3450  HISTORY     - Date     Condition        Report By
 KV3450  HISTORY     - 1973     MONUMENTED       NOS
 KV3450  HISTORY     - 1975     GOOD             NOS
 KV3450  HISTORY     - 19970315 GOOD             USPSQD
 KV3450  HISTORY     - 20070408 GOOD             GEOCAC
 KV3450  HISTORY     - 20131012 GOOD             GEOCAC
 KV3450  HISTORY     - 20200723 GOOD             BOSWEL
 KV3450  HISTORY     - 20211007 POOR             BOSWEL
 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.
 KV3450
 KV3450                          STATION RECOVERY (2007)
 KV3450
 KV3450'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3450'FOUND AS DESCRIBED.  STATION IS LOCATED IN BOROUGH OF EAST RUTHERFORD.
 KV3450'
 KV3450
 KV3450                          STATION RECOVERY (2013)
 KV3450
 KV3450'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 KV3450'RECOVERED AS DESCRIBED.
 KV3450
 KV3450                          STATION RECOVERY (2020)
 KV3450
 KV3450'RECOVERY NOTE BY BOSWELL ENGINEERING 2020 (RRR)
 KV3450'RECOVERED IN GOOD CONDITION.
 KV3450
 KV3450                          STATION RECOVERY (2021)
 KV3450
 KV3450'RECOVERY NOTE BY BOSWELL ENGINEERING 2021 (RRR)
 KV3450'DISK HAS BEEN PRIED OFF OF STEM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3449  USGS QUAD   -  WEEHAWKEN (2016)
 KV3449
 KV3449                         *CURRENT SURVEY CONTROL
 KV3449  ______________________________________________________________________
 KV3449* NAD 83(1986) POSITION- 40 49 29.9    (N) 074 05 13.8    (W)   HD_HELD2
 KV3449* NAVD 88 ORTHO HEIGHT -     2.212 (meters)        7.26  (feet) ADJUSTED
 KV3449  ______________________________________________________________________
 KV3449  GEOID HEIGHT    -        -32.041 (meters)                     GEOID18
 KV3449  DYNAMIC HEIGHT  -          2.211 (meters)        7.25  (feet) COMP
 KV3449  MODELED GRAVITY -    980,232.9   (mgal)                       NAVD 88
 KV3449
 KV3449  VERT ORDER      -  SECOND    CLASS I
 KV3449
 KV3449.The horizontal coordinates were established by autonomous hand held GPS
 KV3449.observations and have an estimated accuracy of +/- 10 meters.
 KV3449
 KV3449.The orthometric height was determined by differential leveling and
 KV3449.adjusted by the NATIONAL GEODETIC SURVEY
 KV3449.in June 1991.
 KV3449
 KV3449.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3449.GEOID18 height accuracy estimate available here.
 KV3449
 KV3449.This Tidal Bench Mark is designated as VM 7430
 KV3449.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3449
 KV3449.Click photographs - Photos may exist for this station.
 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       -   221,194.      184,822.      MT  (+/- 10 meters HH2 GPS)
 KV3449
 KV3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7697319728(NAD 83)
 KV3449
 KV3449                          SUPERSEDED SURVEY CONTROL
 KV3449
 KV3449  NGVD 29 (11/26/84)    2.526  (m)            8.29   (f) ADJUSTED    2 1
 KV3449
 KV3449.Superseded values are not recommended for survey control.
 KV3449
 KV3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3449.See file dsdata.pdf to determine how the superseded data were derived.
 KV3449
 KV3449_MARKER: DD = SURVEY DISK
 KV3449_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3449_SP_SET: STEP
 KV3449_STAMPING: 6-5 1973
 KV3449_MARK LOGO: CGS
 KV3449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3449+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2013
 KV3449
 KV3449  HISTORY     - Date     Condition        Report By
 KV3449  HISTORY     - 1973     MONUMENTED       NOS
 KV3449  HISTORY     - 1975     GOOD             NOS
 KV3449  HISTORY     - 19970315 GOOD             USPSQD
 KV3449  HISTORY     - 20070408 GOOD             GEOCAC
 KV3449  HISTORY     - 20131012 GOOD             GEOCAC
 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.
 KV3449
 KV3449                          STATION RECOVERY (2007)
 KV3449
 KV3449'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3449'FOUND AS DESCRIBED.  STATION IS LOCATED IN BOROUGH OF EAST RUTHERFORD.
 KV3449'
 KV3449
 KV3449                          STATION RECOVERY (2013)
 KV3449
 KV3449'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 KV3449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0248 ***********************************************************************
 KV0248  DESIGNATION -  853 0884 TIDAL 1
 KV0248  PID         -  KV0248
 KV0248  STATE/COUNTY-  NJ/ESSEX
 KV0248  COUNTRY     -  US
 KV0248  USGS QUAD   -  ELIZABETH (2016)
 KV0248
 KV0248                         *CURRENT SURVEY CONTROL
 KV0248  ______________________________________________________________________
 KV0248* NAD 83(1986) POSITION- 40 41 45.     (N) 074 08 28.     (W)   SCALED
 KV0248* NAVD 88 ORTHO HEIGHT -     2.289 (meters)        7.51  (feet) ADJUSTED
 KV0248  ______________________________________________________________________
 KV0248  GEOID HEIGHT    -        -32.234 (meters)                     GEOID18
 KV0248  DYNAMIC HEIGHT  -          2.288 (meters)        7.51  (feet) COMP
 KV0248  MODELED GRAVITY -    980,229.5   (mgal)                       NAVD 88
 KV0248
 KV0248  VERT ORDER      -  FIRST     CLASS II
 KV0248
 KV0248.The horizontal coordinates were scaled from a map and have
 KV0248.an estimated accuracy of +/- 6 seconds.
 KV0248
 KV0248.The orthometric height was determined by differential leveling and
 KV0248.adjusted by the NATIONAL GEODETIC SURVEY
 KV0248.in June 1991.
 KV0248
 KV0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0248.GEOID18 height accuracy estimate available here.
 KV0248
 KV0248.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL725053(NAD 83)
 KV0248
 KV0248                          SUPERSEDED SURVEY CONTROL
 KV0248
 KV0248  NGVD 29 (04/16/92)    2.628  (m)            8.62   (f) ADJUSTED    1 2
 KV0248  NGVD 29 (??/??/87)    2.628  (m)            8.62   (f) SUPERSEDED  1 2
 KV0248
 KV0248.Superseded values are not recommended for survey control.
 KV0248
 KV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0248.See file dsdata.pdf to determine how the superseded data were derived.
 KV0248
 KV0248_MARKER: DB = BENCH MARK DISK
 KV0248_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0248_SP_SET: DOCK
 KV0248_STAMPING: NO 1 1951
 KV0248_MARK LOGO: CGS
 KV0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV0249 ***********************************************************************
 KV0249  DESIGNATION -  853 0884 TIDAL 2
 KV0249  PID         -  KV0249
 KV0249  STATE/COUNTY-  NJ/ESSEX
 KV0249  COUNTRY     -  US
 KV0249  USGS QUAD   -  ELIZABETH (2016)
 KV0249
 KV0249                         *CURRENT SURVEY CONTROL
 KV0249  ______________________________________________________________________
 KV0249* NAD 83(1986) POSITION- 40 41 48.     (N) 074 08 34.     (W)   SCALED
 KV0249* NAVD 88 ORTHO HEIGHT -     2.287 (meters)        7.50  (feet) ADJUSTED
 KV0249  ______________________________________________________________________
 KV0249  GEOID HEIGHT    -        -32.239 (meters)                     GEOID18
 KV0249  DYNAMIC HEIGHT  -          2.286 (meters)        7.50  (feet) COMP
 KV0249  MODELED GRAVITY -    980,229.1   (mgal)                       NAVD 88
 KV0249
 KV0249  VERT ORDER      -  FIRST     CLASS II
 KV0249
 KV0249.The horizontal coordinates were scaled from a map and have
 KV0249.an estimated accuracy of +/- 6 seconds.
 KV0249
 KV0249.The orthometric height was determined by differential leveling and
 KV0249.adjusted by the NATIONAL GEODETIC SURVEY
 KV0249.in June 1991.
 KV0249
 KV0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0249.GEOID18 height accuracy estimate available here.
 KV0249
 KV0249.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL724054(NAD 83)
 KV0249
 KV0249                          SUPERSEDED SURVEY CONTROL
 KV0249
 KV0249  NGVD 29 (04/16/92)    2.626  (m)            8.62   (f) ADJUSTED    1 2
 KV0249  NGVD 29 (??/??/87)    2.626  (m)            8.62   (f) SUPERSEDED  1 2
 KV0249
 KV0249.Superseded values are not recommended for survey control.
 KV0249
 KV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0249.See file dsdata.pdf to determine how the superseded data were derived.
 KV0249
 KV0249_MARKER: DB = BENCH MARK DISK
 KV0249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0249_SP_SET: SEAWALL
 KV0249_STAMPING: 2 1922
 KV0249_MARK LOGO: CGS
 KV0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0249+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0250 ***********************************************************************
 KV0250  DESIGNATION -  853 0884 TIDAL 3
 KV0250  PID         -  KV0250
 KV0250  STATE/COUNTY-  NJ/ESSEX
 KV0250  COUNTRY     -  US
 KV0250  USGS QUAD   -  ELIZABETH (2016)
 KV0250
 KV0250                         *CURRENT SURVEY CONTROL
 KV0250  ______________________________________________________________________
 KV0250* NAD 83(1986) POSITION- 40 41 43.     (N) 074 08 21.     (W)   SCALED
 KV0250* NAVD 88 ORTHO HEIGHT -     3.032 (meters)        9.95  (feet) ADJUSTED
 KV0250  ______________________________________________________________________
 KV0250  GEOID HEIGHT    -        -32.229 (meters)                     GEOID18
 KV0250  DYNAMIC HEIGHT  -          3.030 (meters)        9.94  (feet) COMP
 KV0250  MODELED GRAVITY -    980,229.9   (mgal)                       NAVD 88
 KV0250
 KV0250  VERT ORDER      -  FIRST     CLASS II
 KV0250
 KV0250.The horizontal coordinates were scaled from a map and have
 KV0250.an estimated accuracy of +/- 6 seconds.
 KV0250
 KV0250.The orthometric height was determined by differential leveling and
 KV0250.adjusted by the NATIONAL GEODETIC SURVEY
 KV0250.in June 1991.
 KV0250
 KV0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0250.GEOID18 height accuracy estimate available here.
 KV0250
 KV0250.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL727052(NAD 83)
 KV0250
 KV0250                          SUPERSEDED SURVEY CONTROL
 KV0250
 KV0250  NGVD 29 (04/16/92)    3.371  (m)           11.06   (f) ADJUSTED    1 2
 KV0250  NGVD 29 (??/??/87)    3.371  (m)           11.06   (f) SUPERSEDED  1 2
 KV0250
 KV0250.Superseded values are not recommended for survey control.
 KV0250
 KV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0250.See file dsdata.pdf to determine how the superseded data were derived.
 KV0250
 KV0250_MARKER: DB = BENCH MARK DISK
 KV0250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0250_SP_SET: RETAINING WALL
 KV0250_STAMPING: NO 3 1951
 KV0250_MARK LOGO: CGS
 KV0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0250+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV3518 ***********************************************************************
 KV3518  DESIGNATION -  853 1232 B TIDAL
 KV3518  PID         -  KV3518
 KV3518  STATE/COUNTY-  NJ/MIDDLESEX
 KV3518  COUNTRY     -  US
 KV3518  USGS QUAD   -  SOUTH AMBOY (2019)
 KV3518
 KV3518                         *CURRENT SURVEY CONTROL
 KV3518  ______________________________________________________________________
 KV3518* NAD 83(1986) POSITION- 40 29 32.     (N) 074 16 55.     (W)   SCALED
 KV3518* NAVD 88 ORTHO HEIGHT -     2.705 (meters)        8.87  (feet) ADJUSTED
 KV3518  ______________________________________________________________________
 KV3518  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 KV3518  DYNAMIC HEIGHT  -          2.704 (meters)        8.87  (feet) COMP
 KV3518  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 KV3518
 KV3518  VERT ORDER      -  FIRST     CLASS II
 KV3518
 KV3518.The horizontal coordinates were scaled from a map and have
 KV3518.an estimated accuracy of +/- 6 seconds.
 KV3518
 KV3518.The orthometric height was determined by differential leveling and
 KV3518.adjusted by the NATIONAL GEODETIC SURVEY
 KV3518.in June 1991.
 KV3518
 KV3518.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3518.GEOID18 height accuracy estimate available here.
 KV3518
 KV3518.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608826(NAD 83)
 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
 KV3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3518.See file dsdata.pdf to determine how the superseded data were derived.
 KV3518
 KV3518_MARKER: DJ = TIDAL STATION DISK
 KV3518_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV3518_STAMPING: 1232 B 1976
 KV3518_MARK LOGO: NOS
 KV3518_PROJECTION: RECESSED 5 CENTIMETERS
 KV3518_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 KV0787 ***********************************************************************
 KV0787  DESIGNATION -  853 1232 TIDAL 1
 KV0787  PID         -  KV0787
 KV0787  STATE/COUNTY-  NJ/MIDDLESEX
 KV0787  COUNTRY     -  US
 KV0787  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0787
 KV0787                         *CURRENT SURVEY CONTROL
 KV0787  ______________________________________________________________________
 KV0787* NAD 83(1986) POSITION- 40 29 32.     (N) 074 16 54.     (W)   SCALED
 KV0787* NAVD 88 ORTHO HEIGHT -     2.889 (meters)        9.48  (feet) ADJUSTED
 KV0787  ______________________________________________________________________
 KV0787  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 KV0787  DYNAMIC HEIGHT  -          2.888 (meters)        9.48  (feet) COMP
 KV0787  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 KV0787
 KV0787  VERT ORDER      -  FIRST     CLASS II
 KV0787
 KV0787.The horizontal coordinates were scaled from a map and have
 KV0787.an estimated accuracy of +/- 6 seconds.
 KV0787
 KV0787.The orthometric height was determined by differential leveling and
 KV0787.adjusted by the NATIONAL GEODETIC SURVEY
 KV0787.in March 2001.
 KV0787
 KV0787.No vertical observational check was made to the station.
 KV0787
 KV0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0787.GEOID18 height accuracy estimate available here.
 KV0787
 KV0787.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608826(NAD 83)
 KV0787
 KV0787                          SUPERSEDED SURVEY CONTROL
 KV0787
 KV0787  NAVD 88 (06/15/91)    2.887  (m)            9.47   (f) SUPERSEDED  1 1
 KV0787  NGVD 29 (04/16/92)    3.188  (m)           10.46   (f) ADJUSTED    1 1
 KV0787  NGVD 29 (01/10/92)    3.188  (m)           10.46   (f) SUPERSEDED  1 1
 KV0787  NGVD 29 (??/??/87)    3.241  (m)           10.63   (f) SUPERSEDED  1 1
 KV0787
 KV0787.Superseded values are not recommended for survey control.
 KV0787
 KV0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0787.See file dsdata.pdf to determine how the superseded data were derived.
 KV0787
 KV0787_MARKER: DB = BENCH MARK 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 = JULY 24, 2026 22:12:30 EDT
 KV0784 ***********************************************************************
 KV0784  DESIGNATION -  853 1232 TIDAL 3
 KV0784  PID         -  KV0784
 KV0784  STATE/COUNTY-  NJ/MIDDLESEX
 KV0784  COUNTRY     -  US
 KV0784  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0784
 KV0784                         *CURRENT SURVEY CONTROL
 KV0784  ______________________________________________________________________
 KV0784* NAD 83(1986) POSITION- 40 29 28.     (N) 074 16 56.     (W)   SCALED
 KV0784* NAVD 88 ORTHO HEIGHT -     2.936 (meters)        9.63  (feet) ADJUSTED
 KV0784  ______________________________________________________________________
 KV0784  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 KV0784  DYNAMIC HEIGHT  -          2.935 (meters)        9.63  (feet) COMP
 KV0784  MODELED GRAVITY -    980,216.4   (mgal)                       NAVD 88
 KV0784
 KV0784  VERT ORDER      -  FIRST     CLASS II
 KV0784
 KV0784.The horizontal coordinates were scaled from a map and have
 KV0784.an estimated accuracy of +/- 6 seconds.
 KV0784
 KV0784.The orthometric height was determined by differential leveling and
 KV0784.adjusted by the NATIONAL GEODETIC SURVEY
 KV0784.in March 2001.
 KV0784
 KV0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0784.GEOID18 height accuracy estimate available here.
 KV0784
 KV0784.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608825(NAD 83)
 KV0784
 KV0784                          SUPERSEDED SURVEY CONTROL
 KV0784
 KV0784  NAVD 88 (06/15/91)    2.932  (m)            9.62   (f) SUPERSEDED  1 1
 KV0784  NGVD 29 (04/16/92)    3.232  (m)           10.60   (f) ADJUSTED    1 1
 KV0784  NGVD 29 (01/10/92)    3.232  (m)           10.60   (f) SUPERSEDED  1 1
 KV0784  NGVD 29 (??/??/87)    3.283  (m)           10.77   (f) SUPERSEDED  1 1
 KV0784
 KV0784.Superseded values are not recommended for survey control.
 KV0784
 KV0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0784.See file dsdata.pdf to determine how the superseded data were derived.
 KV0784
 KV0784_MARKER: DB = BENCH MARK 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 = JULY 24, 2026 22:12:30 EDT
 KV0788 ***********************************************************************
 KV0788  DESIGNATION -  853 1232 TIDAL 5
 KV0788  PID         -  KV0788
 KV0788  STATE/COUNTY-  NJ/MIDDLESEX
 KV0788  COUNTRY     -  US
 KV0788  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0788
 KV0788                         *CURRENT SURVEY CONTROL
 KV0788  ______________________________________________________________________
 KV0788* NAD 83(1986) POSITION- 40 29 32.     (N) 074 16 57.     (W)   SCALED
 KV0788* NAVD 88 ORTHO HEIGHT -     2.700 (meters)        8.86  (feet) ADJUSTED
 KV0788  ______________________________________________________________________
 KV0788  GEOID HEIGHT    -        -32.513 (meters)                     GEOID18
 KV0788  DYNAMIC HEIGHT  -          2.699 (meters)        8.86  (feet) COMP
 KV0788  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 KV0788
 KV0788  VERT ORDER      -  FIRST     CLASS II
 KV0788
 KV0788.The horizontal coordinates were scaled from a map and have
 KV0788.an estimated accuracy of +/- 6 seconds.
 KV0788
 KV0788.The orthometric height was determined by differential leveling and
 KV0788.adjusted by the NATIONAL GEODETIC SURVEY
 KV0788.in March 2001.
 KV0788
 KV0788.No vertical observational check was made to the station.
 KV0788
 KV0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0788.GEOID18 height accuracy estimate available here.
 KV0788
 KV0788.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608826(NAD 83)
 KV0788
 KV0788                          SUPERSEDED SURVEY CONTROL
 KV0788
 KV0788  NAVD 88 (06/15/91)    2.717  (m)            8.91   (f) SUPERSEDED  1 1
 KV0788  NGVD 29 (04/16/92)    3.019  (m)            9.90   (f) ADJUSTED    1 1
 KV0788  NGVD 29 (01/10/92)    3.019  (m)            9.90   (f) SUPERSEDED  1 1
 KV0788  NGVD 29 (??/??/87)    3.082  (m)           10.11   (f) SUPERSEDED  1 1
 KV0788
 KV0788.Superseded values are not recommended for survey control.
 KV0788
 KV0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0788.See file dsdata.pdf to determine how the superseded data were derived.
 KV0788
 KV0788_MARKER: DB = BENCH MARK 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 = JULY 24, 2026 22:12:30 EDT
 KV0785 ***********************************************************************
 KV0785  DESIGNATION -  853 1232 TIDAL 6
 KV0785  PID         -  KV0785
 KV0785  STATE/COUNTY-  NJ/MIDDLESEX
 KV0785  COUNTRY     -  US
 KV0785  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0785
 KV0785                         *CURRENT SURVEY CONTROL
 KV0785  ______________________________________________________________________
 KV0785* NAD 83(1986) POSITION- 40 29 28.     (N) 074 16 53.     (W)   SCALED
 KV0785* NAVD 88 ORTHO HEIGHT -     3.126 (meters)       10.26  (feet) ADJUSTED
 KV0785  ______________________________________________________________________
 KV0785  GEOID HEIGHT    -        -32.510 (meters)                     GEOID18
 KV0785  DYNAMIC HEIGHT  -          3.125 (meters)       10.25  (feet) COMP
 KV0785  MODELED GRAVITY -    980,216.5   (mgal)                       NAVD 88
 KV0785
 KV0785  VERT ORDER      -  FIRST     CLASS I
 KV0785
 KV0785.The horizontal coordinates were scaled from a map and have
 KV0785.an estimated accuracy of +/- 6 seconds.
 KV0785
 KV0785.The orthometric height was determined by differential leveling and
 KV0785.adjusted by the NATIONAL GEODETIC SURVEY
 KV0785.in June 1991.
 KV0785
 KV0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0785.GEOID18 height accuracy estimate available here.
 KV0785
 KV0785.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608825(NAD 83)
 KV0785
 KV0785                          SUPERSEDED SURVEY CONTROL
 KV0785
 KV0785  NGVD 29 (04/16/92)    3.427  (m)           11.24   (f) ADJUSTED    1 1
 KV0785  NGVD 29 (01/10/92)    3.427  (m)           11.24   (f) SUPERSEDED  1 1
 KV0785  NGVD 29 (??/??/87)    3.479  (m)           11.41   (f) SUPERSEDED  1 1
 KV0785
 KV0785.Superseded values are not recommended for survey control.
 KV0785
 KV0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0785.See file dsdata.pdf to determine how the superseded data were derived.
 KV0785
 KV0785_MARKER: DB = BENCH MARK 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 = JULY 24, 2026 22:12:30 EDT
 DQ0848 ***********************************************************************
 DQ0848  DESIGNATION -  853 1369 B TIDAL
 DQ0848  PID         -  DQ0848
 DQ0848  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0848  COUNTRY     -  US
 DQ0848  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0848
 DQ0848                         *CURRENT SURVEY CONTROL
 DQ0848  ______________________________________________________________________
 DQ0848* NAD 83(1986) POSITION- 40 25 05.94   (N) 074 21 39.77   (W)   HD_HELD1
 DQ0848* NAVD 88 ORTHO HEIGHT -     3.082 (meters)       10.11  (feet) ADJUSTED
 DQ0848  ______________________________________________________________________
 DQ0848  GEOID HEIGHT    -        -32.602 (meters)                     GEOID18
 DQ0848  DYNAMIC HEIGHT  -          3.081 (meters)       10.11  (feet) COMP
 DQ0848  MODELED GRAVITY -    980,201.7   (mgal)                       NAVD 88
 DQ0848
 DQ0848  VERT ORDER      -  FIRST     CLASS II
 DQ0848
 DQ0848.The horizontal coordinates were determined by differentially corrected
 DQ0848.hand held GPS observations or other comparable positioning techniques
 DQ0848.and have an estimated accuracy of +/- 3 meters.
 DQ0848
 DQ0848.The orthometric height was determined by differential leveling and
 DQ0848.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0848.in February 2016.
 DQ0848
 DQ0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0848.GEOID18 height accuracy estimate available here.
 DQ0848
 DQ0848.Click photographs - Photos may exist for this station.
 DQ0848
 DQ0848.The dynamic height is computed by dividing the NAVD 88
 DQ0848.geopotential number by the normal gravity value computed on the
 DQ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0848.degrees latitude (g = 980.6199 gals.).
 DQ0848
 DQ0848.The modeled gravity was interpolated from observed gravity values.
 DQ0848
 DQ0848;                    North         East    Units  Estimated Accuracy
 DQ0848;SPC NJ       -   175,968.4     161,791.8     MT  (+/- 3 meters HH1 GPS) 
 DQ0848
 DQ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5420674383(NAD 83)
 DQ0848
 DQ0848                          SUPERSEDED SURVEY CONTROL
 DQ0848
 DQ0848.No superseded survey control is available for this station.
 DQ0848
 DQ0848_MARKER: DD = SURVEY DISK
 DQ0848_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0848_STAMPING: 1369 B 1975
 DQ0848_MARK LOGO: NOS
 DQ0848_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0848_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0848+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DQ0848_ROD/PIPE-DEPTH: 9.1 meters
 DQ0848
 DQ0848  HISTORY     - Date     Condition        Report By
 DQ0848  HISTORY     - 1975     MONUMENTED       NOS
 DQ0848  HISTORY     - 20150317 GOOD             NJGS
 DQ0848
 DQ0848                          STATION DESCRIPTION
 DQ0848
 DQ0848'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0848'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF SOUTH AMBOY
 DQ0848'JUNCTION, 6.2 MI (10.0 KM) NORTHEAST OF JAMESBURG AND 5.5 MI (8.8 KM)
 DQ0848'SOUTHWEST OF SOUTH AMBOY, IN OLD BRIDGE TOWNSHIP.
 DQ0848'
 DQ0848'TO REACH FROM THE NEW JERSEY STATE ROUTE 18 SPANNING MAIN
 DQ0848'STREET/BORDENTOWN ROAD (COUNTY ROUTE 615), GO 0.5 MI (0.8 KM)
 DQ0848'NORTHEAST ON COUNTY ROUTE 615 TO THE T-JUNCTION WITH WILLIAM STREET ON
 DQ0848'THE LEFT.  TURN LEFT AND GO 0.07 MI (0.1 KM) NORTHWEST ON WILLIAM
 DQ0848'STREET TO THE JUNCTION WITH JOHN STREET.  TURN LEFT AND GO 0.05 MI
 DQ0848'(0.1 KM) SOUTHWEST ON JOHN STREET TO THE PROPERTY AND STATION ON THE
 DQ0848'LEFT.
 DQ0848'
 DQ0848'THE STATION IS LOCATED ON THE PROPERTY OF 18 JOHN STREET, 22 FT (6.7
 DQ0848'M) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE 1 FT (0.3 M)
 DQ0848'SOUTHEAST OF THE CHAIN LINK FENCE, 52 FT (15.8 M) SOUTHWEST OF POLE
 DQ0848'NUMBER JC1232SE.
 DQ0848'
 DQ0848'NJ TIDAL BENCH MARK NETWORK LINK
 DQ0848'(HTTP//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0849 ***********************************************************************
 DQ0849  DESIGNATION -  853 1369 C TIDAL
 DQ0849  PID         -  DQ0849
 DQ0849  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0849  COUNTRY     -  US
 DQ0849  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0849
 DQ0849                         *CURRENT SURVEY CONTROL
 DQ0849  ______________________________________________________________________
 DQ0849* NAD 83(1986) POSITION- 40 25 06.23   (N) 074 21 29.45   (W)   HD_HELD1
 DQ0849* NAVD 88 ORTHO HEIGHT -     2.781 (meters)        9.12  (feet) ADJUSTED
 DQ0849  ______________________________________________________________________
 DQ0849  GEOID HEIGHT    -        -32.595 (meters)                     GEOID18
 DQ0849  DYNAMIC HEIGHT  -          2.780 (meters)        9.12  (feet) COMP
 DQ0849  MODELED GRAVITY -    980,202.3   (mgal)                       NAVD 88
 DQ0849
 DQ0849  VERT ORDER      -  FIRST     CLASS II
 DQ0849
 DQ0849.The horizontal coordinates were determined by differentially corrected
 DQ0849.hand held GPS observations or other comparable positioning techniques
 DQ0849.and have an estimated accuracy of +/- 3 meters.
 DQ0849
 DQ0849.The orthometric height was determined by differential leveling and
 DQ0849.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0849.in February 2016.
 DQ0849
 DQ0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0849.GEOID18 height accuracy estimate available here.
 DQ0849
 DQ0849.Click photographs - Photos may exist for this station.
 DQ0849
 DQ0849.The dynamic height is computed by dividing the NAVD 88
 DQ0849.geopotential number by the normal gravity value computed on the
 DQ0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0849.degrees latitude (g = 980.6199 gals.).
 DQ0849
 DQ0849.The modeled gravity was interpolated from observed gravity values.
 DQ0849
 DQ0849;                    North         East    Units  Estimated Accuracy
 DQ0849;SPC NJ       -   175,977.7     162,035.1     MT  (+/- 3 meters HH1 GPS) 
 DQ0849
 DQ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5444974394(NAD 83)
 DQ0849
 DQ0849                          SUPERSEDED SURVEY CONTROL
 DQ0849
 DQ0849.No superseded survey control is available for this station.
 DQ0849
 DQ0849_MARKER: DD = SURVEY DISK
 DQ0849_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0849_STAMPING: 1369 C 1975
 DQ0849_MARK LOGO: NOS
 DQ0849_PROJECTION: RECESSED 5 CENTIMETERS
 DQ0849_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0849+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2015
 DQ0849_ROD/PIPE-DEPTH: 11.0 meters
 DQ0849
 DQ0849  HISTORY     - Date     Condition        Report By
 DQ0849  HISTORY     - 1975     MONUMENTED       NJDEP
 DQ0849  HISTORY     - 20150120 GOOD             NJGS
 DQ0849
 DQ0849                          STATION DESCRIPTION
 DQ0849
 DQ0849'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0849'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF SOUTH AMBOY
 DQ0849'JUNCTION, 6.3 MI (10.1 KM) NORTHEAST OF JAMESBURG AND 5.4 MI (8.7 KM)
 DQ0849'SOUTHWEST OF SOUTH AMBOY, IN OLD BRIDGE TOWNSHIP.
 DQ0849'
 DQ0849'TO REACH FROM THE END OF THE COUNTY ROUTE 615 BRIDGE OVER THE SOUTH
 DQ0849'RIVER, GO 0.2 MI (0.3 KM) NORTHEAST ON ROUTE 615 TO THE STATION ON THE
 DQ0849'RIGHT.
 DQ0849'
 DQ0849'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF THE DOUBLE RAILROAD
 DQ0849'TRACK, 156 FT (47.5 M) SOUTHEAST OF THE CENTERLINE OF SANDFIELD ROAD,
 DQ0849'32 FT (9.8 M) NORTHEAST OF A BLUE WITNESS POST (WATER LINE), 85.5 FT
 DQ0849'(26.1 M) NORTH OF THE CENTER OF A SEWER MANHOLE ELEVATED ON A
 DQ0849'RECTANGULAR CONCRETE CHAMBER ON THE NORTHWEST SIDE OF A DIRT PATH
 DQ0849'PARALLELING THE TRACKS, 129.8 FT (39.6 M) SOUTHWEST OF A H-COLUMN
 DQ0849'SUPPORTING OVERHEAD ELECTRICAL LINES, 154.3 FT (47.0 M) NORTHEAST A
 DQ0849'H-COLUMN SUPPORTING OVERHEAD LINES, 7 FT (2.1 M) SOUTHEAST OF THE
 DQ0849'SOUTHEAST TRACK.
 DQ0849'
 DQ0849'NJ TIDAL BENCH MARK NETWORK LINK
 DQ0849'(HTTP//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0847 ***********************************************************************
 DQ0847  DESIGNATION -  853 1369 D TIDAL
 DQ0847  PID         -  DQ0847
 DQ0847  STATE/COUNTY-  NJ/MIDDLESEX
 DQ0847  COUNTRY     -  US
 DQ0847  USGS QUAD   -  SOUTH AMBOY (2019)
 DQ0847
 DQ0847                         *CURRENT SURVEY CONTROL
 DQ0847  ______________________________________________________________________
 DQ0847* NAD 83(1986) POSITION- 40 25 03.47   (N) 074 21 33.83   (W)   HD_HELD1
 DQ0847* NAVD 88 ORTHO HEIGHT -     3.353 (meters)       11.00  (feet) ADJUSTED
 DQ0847  ______________________________________________________________________
 DQ0847  GEOID HEIGHT    -        -32.597 (meters)                     GEOID18
 DQ0847  DYNAMIC HEIGHT  -          3.351 (meters)       10.99  (feet) COMP
 DQ0847  MODELED GRAVITY -    980,202.1   (mgal)                       NAVD 88
 DQ0847
 DQ0847  VERT ORDER      -  FIRST     CLASS II
 DQ0847
 DQ0847.The horizontal coordinates were determined by differentially corrected
 DQ0847.hand held GPS observations or other comparable positioning techniques
 DQ0847.and have an estimated accuracy of +/- 3 meters.
 DQ0847
 DQ0847.The orthometric height was determined by differential leveling and
 DQ0847.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0847.in February 2016.
 DQ0847
 DQ0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0847.GEOID18 height accuracy estimate available here.
 DQ0847
 DQ0847.Click photographs - Photos may exist for this station.
 DQ0847
 DQ0847.The dynamic height is computed by dividing the NAVD 88
 DQ0847.geopotential number by the normal gravity value computed on the
 DQ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0847.degrees latitude (g = 980.6199 gals.).
 DQ0847
 DQ0847.The modeled gravity was interpolated from observed gravity values.
 DQ0847
 DQ0847;                    North         East    Units  Estimated Accuracy
 DQ0847;SPC NJ       -   175,892.4     161,932.0     MT  (+/- 3 meters HH1 GPS) 
 DQ0847
 DQ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5434774308(NAD 83)
 DQ0847
 DQ0847                          SUPERSEDED SURVEY CONTROL
 DQ0847
 DQ0847.No superseded survey control is available for this station.
 DQ0847
 DQ0847_MARKER: DD = SURVEY DISK
 DQ0847_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ0847_SP_SET: CATENARY TOWER BASE
 DQ0847_STAMPING: 1369 D 1975
 DQ0847_MARK LOGO: NOS
 DQ0847_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0847+STABILITY: SURFACE MOTION
 DQ0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0847+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2015
 DQ0847
 DQ0847  HISTORY     - Date     Condition        Report By
 DQ0847  HISTORY     - 1975     MONUMENTED       NOS
 DQ0847  HISTORY     - 20150120 GOOD             NJGS
 DQ0847
 DQ0847                          STATION DESCRIPTION
 DQ0847
 DQ0847'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0847'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF SOUTH AMBOY
 DQ0847'JUNCTION, 6.2 MI (10.0 KM) NORTHEAST OF JAMESBURG AND 5.5 MI (8.8 KM)
 DQ0847'SOUTHWEST OF SOUTH AMBOY, IN OLD BRIDGE TOWNSHIP.
 DQ0847'
 DQ0847'TO REACH FROM THE END OF THE COUNTY ROUTE 615 BRIDGE OVER THE SOUTH
 DQ0847'RIVER, GO 0.15 MI (0.2 KM) NORTHEAST ON ROUTE 615 TO THE STATION ON
 DQ0847'THE RIGHT.
 DQ0847'
 DQ0847'THE STATION IS SET IN A DRILL HOLE IN A CIRCULAR BASE FOR A H-COLUMN
 DQ0847'FOR THE TRACK OVERHEAD ELECTRICAL WIRES.  THE STATION IS ACROSS
 DQ0847'BORDENTOWN AVENUE (COUNTY ROUTE 615) FROM WILLIAM STREET,
 DQ0847'T-INTERSECTION.
 DQ0847'
 DQ0847'THE STATION IS 125 FT (38.1 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 DQ0847'OF NUMBER 47 HOUSE, 82 FT (25.0 M) SOUTH OF A POLE, 70 FT (21.3 M)
 DQ0847'EAST OF MILEPOST 7/54 FOR THE RAILROAD, 9 FT (2.7 M) SOUTHEAST OF THE
 DQ0847'SOUTHEAST TRACK.
 DQ0847'
 DQ0847'NJ TIDAL BENCH MARK NETWORK
 DQ0847'LINK(HTTP//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3514  USGS QUAD   -  KEYPORT (2016)
 KV3514
 KV3514                         *CURRENT SURVEY CONTROL
 KV3514  ______________________________________________________________________
 KV3514* NAD 83(1986) POSITION- 40 25 43.57   (N) 074 12 43.32   (W)   HD_HELD1
 KV3514* NAVD 88 ORTHO HEIGHT -     6.692 (meters)       21.96  (feet) ADJUSTED
 KV3514  ______________________________________________________________________
 KV3514  GEOID HEIGHT    -        -32.369 (meters)                     GEOID18
 KV3514  DYNAMIC HEIGHT  -          6.689 (meters)       21.95  (feet) COMP
 KV3514  MODELED GRAVITY -    980,222.4   (mgal)                       NAVD 88
 KV3514
 KV3514  VERT ORDER      -  FIRST     CLASS II
 KV3514
 KV3514.The horizontal coordinates were determined by differentially corrected
 KV3514.hand held GPS observations or other comparable positioning techniques
 KV3514.and have an estimated accuracy of +/- 3 meters.
 KV3514
 KV3514.The orthometric height was determined by differential leveling and
 KV3514.adjusted by the NATIONAL GEODETIC SURVEY
 KV3514.in June 1991.
 KV3514
 KV3514.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3514.GEOID18 height accuracy estimate available here.
 KV3514
 KV3514.This Tidal Bench Mark is designated as VM 2541
 KV3514.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3514
 KV3514.Click photographs - Photos may exist for this station.
 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       -   177,159.5     174,433.7     MT  (+/- 3 meters HH1 GPS) 
 KV3514
 KV3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6683875646(NAD 83)
 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
 KV3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3514.See file dsdata.pdf to determine how the superseded data were derived.
 KV3514
 KV3514_MARKER: DJ = TIDAL STATION DISK
 KV3514_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3514_SP_SET: PIER
 KV3514_STAMPING: 1526 B 1976
 KV3514_MARK LOGO: NOS
 KV3514_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3514+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 KV3514
 KV3514  HISTORY     - Date     Condition        Report By
 KV3514  HISTORY     - 1979     MONUMENTED       NGS
 KV3514  HISTORY     - 20120725 GOOD             USACE
 KV3514  HISTORY     - 20141030 GOOD             NJGS
 KV3514  HISTORY     - 20150317 GOOD             NJGS
 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.
 KV3514
 KV3514                          STATION RECOVERY (2012)
 KV3514
 KV3514'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2012 (DS)
 KV3514'RECOVERED AS DESCRIBED
 KV3514
 KV3514                          STATION RECOVERY (2014)
 KV3514
 KV3514'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV3514'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHEAST OF SOUTH AMBOY
 KV3514'JUNCTION, 5.4 MI (8.7 KM) SOUTHEAST OF SOUTH AMBOY AND IN THE TOWN OF
 KV3514'KEYPORT.
 KV3514'
 KV3514'THE STATION IS SET IN THE SOUTH FACE OF THE MOST WESTERLY OF FOUR
 KV3514'PIERS ON THE NORTH SIDE AND NEAR THE NEW JERSEY STATE HIGHWAY 34 LEVEL
 KV3514'FOR MAPLE PLACE/BROADWAY (COUNTY ROUTE 516) BRIDGE SPANNING ROUTE 34.
 KV3514
 KV3514                          STATION RECOVERY (2015)
 KV3514
 KV3514'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV3514'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI8467  USGS QUAD   -  KEYPORT (2016)
 AI8467
 AI8467                         *CURRENT SURVEY CONTROL
 AI8467  ______________________________________________________________________
 AI8467* NAD 83(1986) POSITION- 40 26 25.23   (N) 074 11 42.53   (W)   HD_HELD1
 AI8467* NAVD 88 ORTHO HEIGHT -     4.637 (meters)       15.21  (feet) ADJUSTED
 AI8467  ______________________________________________________________________
 AI8467  GEOID HEIGHT    -        -32.361 (meters)                     GEOID18
 AI8467  DYNAMIC HEIGHT  -          4.635 (meters)       15.21  (feet) COMP
 AI8467  MODELED GRAVITY -    980,223.1   (mgal)                       NAVD 88
 AI8467
 AI8467  VERT ORDER      -  FIRST     CLASS II
 AI8467
 AI8467.The horizontal coordinates were determined by differentially corrected
 AI8467.hand held GPS observations or other comparable positioning techniques
 AI8467.and have an estimated accuracy of +/- 3 meters.
 AI8467
 AI8467.The orthometric height was determined by differential leveling and
 AI8467.adjusted by the NATIONAL GEODETIC SURVEY
 AI8467.in March 2001.
 AI8467
 AI8467.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8467.GEOID18 height accuracy estimate available here.
 AI8467
 AI8467.This Tidal Bench Mark is designated as VM 2546
 AI8467.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8467
 AI8467.Click photographs - Photos may exist for this station.
 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       -   178,449.2     175,862.0     MT  (+/- 3 meters HH1 GPS) 
 AI8467
 AI8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6825976943(NAD 83)
 AI8467
 AI8467                          SUPERSEDED SURVEY CONTROL
 AI8467
 AI8467.No superseded survey control is available for this station.
 AI8467
 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: I = MARKER IS A STEEL ROD
 AI8467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8467+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 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  HISTORY     - 20141030 GOOD             NJGS
 AI8467  HISTORY     - 20141118 GOOD             NJGS
 AI8467  HISTORY     - 20180809 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.
 AI8467
 AI8467                          STATION RECOVERY (2014)
 AI8467
 AI8467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AI8467'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF SOUTH AMBOY
 AI8467'JUNCTION, 5.6 MI (9.0 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND IN THE
 AI8467'TOWN OF KEYPORT, NJ.
 AI8467'
 AI8467'THE STATION IS IN THE WESTERLY EDGE OF THE CIRCULAR FLOWER GARDEN
 AI8467'SURROUNDING THE FLAG POLE AND MONUMENT AT THE NORTH END OF THE PARK.
 AI8467
 AI8467                          STATION RECOVERY (2014)
 AI8467
 AI8467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AI8467'RECOVERED AS DESCRIBED.
 AI8467
 AI8467                          STATION RECOVERY (2018)
 AI8467
 AI8467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 AI8467'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI8468  USGS QUAD   -  KEYPORT (2016)
 AI8468
 AI8468                         *CURRENT SURVEY CONTROL
 AI8468  ______________________________________________________________________
 AI8468* NAD 83(1986) POSITION- 40 26 23.75   (N) 074 11 22.14   (W)   HD_HELD1
 AI8468* NAVD 88 ORTHO HEIGHT -     2.323 (meters)        7.62  (feet) ADJUSTED
 AI8468  ______________________________________________________________________
 AI8468  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 AI8468  DYNAMIC HEIGHT  -          2.322 (meters)        7.62  (feet) COMP
 AI8468  MODELED GRAVITY -    980,223.1   (mgal)                       NAVD 88
 AI8468
 AI8468  VERT ORDER      -  FIRST     CLASS II
 AI8468
 AI8468.The horizontal coordinates were determined by differentially corrected
 AI8468.hand held GPS observations or other comparable positioning techniques
 AI8468.and have an estimated accuracy of +/- 3 meters.
 AI8468
 AI8468.The orthometric height was determined by differential leveling and
 AI8468.adjusted by the NATIONAL GEODETIC SURVEY
 AI8468.in February 2016.
 AI8468
 AI8468.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8468.GEOID18 height accuracy estimate available here.
 AI8468
 AI8468.This Tidal Bench Mark is designated as VM 2547
 AI8468.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8468
 AI8468.Click photographs - Photos may exist for this station.
 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       -   178,405.2     176,342.7     MT  (+/- 3 meters HH1 GPS) 
 AI8468
 AI8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6873976902(NAD 83)
 AI8468
 AI8468                          SUPERSEDED SURVEY CONTROL
 AI8468
 AI8468  NAVD 88 (03/01/01)    2.321  (m)            7.61   (f) SUPERSEDED  1 2
 AI8468
 AI8468.Superseded values are not recommended for survey control.
 AI8468
 AI8468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8468.See file dsdata.pdf to determine how the superseded data were derived.
 AI8468
 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: I = MARKER IS A STEEL ROD
 AI8468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8468+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 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  HISTORY     - 20141030 GOOD             NJGS
 AI8468  HISTORY     - 20150317 GOOD             NJGS
 AI8468  HISTORY     - 20180809 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.
 AI8468
 AI8468                          STATION RECOVERY (2014)
 AI8468
 AI8468'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AI8468'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF SOUTH AMBOY
 AI8468'JUNCTION, 6.0 MI (9.7 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND IN THE
 AI8468'TOWN OF KEYPORT IN THE NORTHWEST CORNER OF THE JUNCTION OF WALNUT AND
 AI8468'FIRST STREETS, IN THE FRONT YARD OF 1-STORY BRICK BUILDING (NUMBER
 AI8468'333).
 AI8468
 AI8468                          STATION RECOVERY (2015)
 AI8468
 AI8468'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 AI8468'RECOVERED IN GOOD CONDITION.
 AI8468'
 AI8468'NOTE-ADDITIONS-THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHEAST
 AI8468'OF SOUTH AMBOY JUNCTION, 6.0 MI (9.7 KM) EAST-SOUTHEAST OF SOUTH AMBOY
 AI8468'AND 0.7 MI (1.1 KM) NORTHEAST OF KEYPORT, IN KEYPORT.
 AI8468'
 AI8468'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE JUNCTION OF
 AI8468'FIRST STREET (COUNTY ROUTE 6) AND WALNUT AVENUE, 20 FT (6.1 M) SOUTH
 AI8468'OF THE SOUTHEAST CORNER OF BUILDING NUMBER 333 31 FT (9.4 M) NORTHWEST
 AI8468'OF THE CENTERLINE OF FIRST AVENUE, 46.5 FT (14.2 M) SOUTHWEST OF THE
 AI8468'CENTERLINE OF WALNUT AVENUE.
 AI8468
 AI8468                          STATION RECOVERY (2018)
 AI8468
 AI8468'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 AI8468'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5270 ***********************************************************************
 DR5270  DESIGNATION -  853 1592 B
 DR5270  PID         -  DR5270
 DR5270  STATE/COUNTY-  NJ/MONMOUTH
 DR5270  COUNTRY     -  US
 DR5270  USGS QUAD   -  KEYPORT (2016)
 DR5270
 DR5270                         *CURRENT SURVEY CONTROL
 DR5270  ______________________________________________________________________
 DR5270* NAD 83(1986) POSITION- 40 26 38.15   (N) 074 08 31.27   (W)   HD_HELD1
 DR5270* NAVD 88 ORTHO HEIGHT -     2.609 (meters)        8.56  (feet) ADJUSTED
 DR5270  ______________________________________________________________________
 DR5270  GEOID HEIGHT    -        -32.344 (meters)                     GEOID18
 DR5270  DYNAMIC HEIGHT  -          2.608 (meters)        8.56  (feet) COMP
 DR5270  MODELED GRAVITY -    980,222.5   (mgal)                       NAVD 88
 DR5270
 DR5270  VERT ORDER      -  FIRST     CLASS II
 DR5270
 DR5270.The horizontal coordinates were determined by differentially corrected
 DR5270.hand held GPS observations or other comparable positioning techniques
 DR5270.and have an estimated accuracy of +/- 3 meters.
 DR5270
 DR5270.The orthometric height was determined by differential leveling and
 DR5270.adjusted by the NATIONAL GEODETIC SURVEY
 DR5270.in July 2020.
 DR5270
 DR5270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5270.GEOID18 height accuracy estimate available here.
 DR5270
 DR5270.Click photographs - Photos may exist for this station.
 DR5270
 DR5270.The dynamic height is computed by dividing the NAVD 88
 DR5270.geopotential number by the normal gravity value computed on the
 DR5270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5270.degrees latitude (g = 980.6199 gals.).
 DR5270
 DR5270.The modeled gravity was interpolated from observed gravity values.
 DR5270
 DR5270;                    North         East    Units  Estimated Accuracy
 DR5270;SPC NJ       -   178,864.6     180,367.5     MT  (+/- 3 meters HH1 GPS) 
 DR5270
 DR5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7276077384(NAD 83)
 DR5270
 DR5270                          SUPERSEDED SURVEY CONTROL
 DR5270
 DR5270.No superseded survey control is available for this station.
 DR5270
 DR5270_MARKER: DJ = TIDAL STATION DISK
 DR5270_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR5270+WITH SETTING: PAVEMENT
 DR5270_SP_SET: RAILROAD SIGNAL BASE
 DR5270_STAMPING: 1592 B 1976
 DR5270_MARK LOGO: NOS
 DR5270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5270+STABILITY: SURFACE MOTION
 DR5270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5270+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 DR5270
 DR5270  HISTORY     - Date     Condition        Report By
 DR5270  HISTORY     - 1976     MONUMENTED       NOS
 DR5270  HISTORY     - 20180822 GOOD             NJGS
 DR5270
 DR5270                          STATION DESCRIPTION
 DR5270
 DR5270'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5270'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF SOUTH
 DR5270'AMBOY JUNCTION, 7.9 MI (12.7 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 3.2
 DR5270'MI (5.1 KM) EAST-NORTHEAST OF KEYPORT, IN HAZLET TOWNSHIP, WEST
 DR5270'KEYPORT.
 DR5270'
 DR5270'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND LAUREL
 DR5270'AVENUE, GO 0.45 MI (0.72 KM) NORTH-NORTHWEST ON LAUREL AVENUE TO THE
 DR5270'STATION ON THE RIGHT AT THE SOUTHEAST CORNER OF THE JUNCTION OF LAUREL
 DR5270'AVENUE AND SIXTH STREET, JUST NORTH OF THE HENRY HUDSON BIKE TRAIL
 DR5270'(FORMER RAILROAD LINE) CROSSING LAUREL AVENUE.
 DR5270'
 DR5270'THE STATION IS SET IN THE CENTER AND ON TOP OF THE FORMER RAILROAD
 DR5270'SIGNAL TOWER CONCRETE BASE, 26 FT (7.9 M) WEST OF THE WEST EDGE OF
 DR5270'LAUREL AVENUE, 49.5 FT (15.1 M) NORTHWEST OF POLE NUMBER BT40241RT,
 DR5270'44.8 FT (13.7 M) SOUTHWEST OF POLE NUMBER BT426RT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6238 ***********************************************************************
 KV6238  DESIGNATION -  853 1662 A TIDAL
 KV6238  PID         -  KV6238
 KV6238  STATE/COUNTY-  NJ/MONMOUTH
 KV6238  COUNTRY     -  US
 KV6238  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6238
 KV6238                         *CURRENT SURVEY CONTROL
 KV6238  ______________________________________________________________________
 KV6238* NAD 83(1986) POSITION- 40 25 06.11   (N) 074 02 08.95   (W)   HD_HELD1
 KV6238* NAVD 88 ORTHO HEIGHT -     2.460 (meters)        8.07  (feet) ADJUSTED
 KV6238  ______________________________________________________________________
 KV6238  GEOID HEIGHT    -        -32.470 (meters)                     GEOID18
 KV6238  DYNAMIC HEIGHT  -          2.459 (meters)        8.07  (feet) COMP
 KV6238  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 KV6238
 KV6238  VERT ORDER      -  FIRST     CLASS II
 KV6238
 KV6238.The horizontal coordinates were determined by differentially corrected
 KV6238.hand held GPS observations or other comparable positioning techniques
 KV6238.and have an estimated accuracy of +/- 3 meters.
 KV6238
 KV6238.The orthometric height was determined by differential leveling and
 KV6238.adjusted by the NATIONAL GEODETIC SURVEY
 KV6238.in July 2020.
 KV6238
 KV6238.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6238.GEOID18 height accuracy estimate available here.
 KV6238
 KV6238.Click photographs - Photos may exist for this station.
 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       -   176,067.8     189,391.3     MT  (+/- 3 meters HH1 GPS) 
 KV6238
 KV6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8179874639(NAD 83)
 KV6238
 KV6238                          SUPERSEDED SURVEY CONTROL
 KV6238
 KV6238  NAVD 88 (01/25/94)    2.462  (m)            8.08   (f) SUPERSEDED  2 1
 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
 KV6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6238.See file dsdata.pdf to determine how the superseded data were derived.
 KV6238
 KV6238_MARKER: DD = SURVEY DISK
 KV6238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6238+WITH SETTING: PAVEMENT
 KV6238_SP_SET: GATE POST BASE
 KV6238_STAMPING: 1662 A 1976
 KV6238_MARK LOGO: NOS
 KV6238_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6238+STABILITY: SURFACE MOTION
 KV6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6238+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 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  HISTORY     - 20110816 GOOD             USACE
 KV6238  HISTORY     - 20180925 GOOD             NJGS
 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
 KV6238
 KV6238                          STATION RECOVERY (2011)
 KV6238
 KV6238'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2011 (BB)
 KV6238'RECOVERED AS DESCRIBED
 KV6238
 KV6238                          STATION RECOVERY (2018)
 KV6238
 KV6238'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV6238'THE MARK IS LOCATED ABOUT 13.2 MI (21.2 KM) EAST-NORTHEAST OF
 KV6238'MARLBORO, 8.7 MI (14.0 KM) EAST OF KEYPORT AND 8.2 MI (13.2 KM)
 KV6238'NORTH-NORTHWEST OF LONG BRANCH, IN THE ATLANTIC HIGHLANDS.
 KV6238'
 KV6238'TO REACH FROM THE INTERSECTION OF (NEW JERSEY STATE ROUTE 36 AND FIRST
 KV6238'AVENUE, GO 0.6 MI (1.0 KM) NORTH ON FIRST AVENUE TO THE END OF THE
 KV6238'ROAD, PACK ABOUT 400 FT (121.9 M) NORTH TOWARD THE NORTH END OF THE
 KV6238'PIER TO THE GATE AND STATION ON THE RIGHT.
 KV6238'
 KV6238'THE MARK IS LOCATED IN THE BASE AND 0.9 FT (27 CM) SOUTHEAST OF THE
 KV6238'EAST GATE POST LEADING TO THE ENTRANCE QUEUE TO THE SEASTREAK FERRY
 KV6238'BOARDING PLATFORM, 29.7 FT (9.1 M) SOUTHEAST OF THE WEST GATE POST,
 KV6238'430 FT (131.1 M) NORTH OF THE JUNCTION OF FIRST AVENUE AND SIMON LAKE
 KV6238'DRIVE, 105 FT (32.0 M) NORTH OF THE NORTHEAST CORNER OF A ONE STORY
 KV6238'WOOD BOAT SHED, ABOUT 2 FT (0.6 M) BELOW THE BOTTOM EDGE OF THE
 KV6238'EASTERLY GATE POST HINGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6239 ***********************************************************************
 KV6239  DESIGNATION -  853 1662 B TIDAL
 KV6239  PID         -  KV6239
 KV6239  STATE/COUNTY-  NJ/MONMOUTH
 KV6239  COUNTRY     -  US
 KV6239  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6239
 KV6239                         *CURRENT SURVEY CONTROL
 KV6239  ______________________________________________________________________
 KV6239* NAD 83(1986) POSITION- 40 25 01.67   (N) 074 02 10.43   (W)   HD_HELD1
 KV6239* NAVD 88 ORTHO HEIGHT -     4.155 (meters)       13.63  (feet) ADJUSTED
 KV6239  ______________________________________________________________________
 KV6239  GEOID HEIGHT    -        -32.470 (meters)                     GEOID18
 KV6239  DYNAMIC HEIGHT  -          4.153 (meters)       13.63  (feet) COMP
 KV6239  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 KV6239
 KV6239  VERT ORDER      -  FIRST     CLASS II
 KV6239
 KV6239.The horizontal coordinates were determined by differentially corrected
 KV6239.hand held GPS observations or other comparable positioning techniques
 KV6239.and have an estimated accuracy of +/- 3 meters.
 KV6239
 KV6239.The orthometric height was determined by differential leveling and
 KV6239.adjusted by the NATIONAL GEODETIC SURVEY
 KV6239.in July 2020.
 KV6239
 KV6239.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6239.GEOID18 height accuracy estimate available here.
 KV6239
 KV6239.Click photographs - Photos may exist for this station.
 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       -   175,930.7     189,357.2     MT  (+/- 3 meters HH1 GPS) 
 KV6239
 KV6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8176474502(NAD 83)
 KV6239
 KV6239                          SUPERSEDED SURVEY CONTROL
 KV6239
 KV6239  NAVD 88 (01/25/94)    4.166  (m)           13.67   (f) SUPERSEDED  2 1
 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
 KV6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6239.See file dsdata.pdf to determine how the superseded data were derived.
 KV6239
 KV6239_MARKER: DD = SURVEY 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 - September 25, 2018
 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     - 20110816 GOOD             USACE
 KV6239  HISTORY     - 20180925 GOOD             NJGS
 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 (2011)
 KV6239
 KV6239'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2011 (BB)
 KV6239'RECOVERED AS DESCRIBED
 KV6239
 KV6239                          STATION RECOVERY (2018)
 KV6239
 KV6239'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 KV6239'THE MARK IS LOCATED ABOUT 13.1 MI (21.1 KM) EAST-NORTHEAST OF
 KV6239'MARLBORO, 8.7 MI (14.0 KM) EAST OF KEYPORT AND 8.1 MI (13.0 KM)
 KV6239'NORTH-NORTHWEST OF LONG BRANCH, IN ATLANTIC HIGHLANDS.
 KV6239'
 KV6239'TO REACH FROM THE INTERSECTION OF FIRST AVENUE AND NEW JERSEY STATE
 KV6239'ROUTE 36, GO 0.6 MI (1.0 KM) NORTH ON FIRST AVENUE TO THE STATION ON
 KV6239'THE RIGHT, SET VERTICALLY IN THE NORTHEAST FACE, ON THE EAST SIDE OF
 KV6239'THE GARAGE BAY OF A TWO STORY BLOCK AND BRICK BUILDING (SEASTREAK
 KV6239'FERRY OFFICE) LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KV6239'FIRST AVENUE AND SIMON LAKE ROAD.
 KV6239'
 KV6239'THE STATION IS SET IN THE 2.7 FT (0.8 M) WEST OF THE NORTHEAST CORNER
 KV6239'OF THE BUILDING, 55.3 FT (16.9 M) SOUTH OF THE SOUTH CURB LINE OF
 KV6239'SIMON LAKE ROAD, 104 FT (31.7 M) EAST OF THE EAST CURB OF FIRST
 KV6239'AVENUE.
 KV6239'
 KV6239'THE STATION IS 3 FT (0.9 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6240 ***********************************************************************
 KV6240  DESIGNATION -  853 1662 C TIDAL
 KV6240  PID         -  KV6240
 KV6240  STATE/COUNTY-  NJ/MONMOUTH
 KV6240  COUNTRY     -  US
 KV6240  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6240
 KV6240                         *CURRENT SURVEY CONTROL
 KV6240  ______________________________________________________________________
 KV6240* NAD 83(1986) POSITION- 40 24 53.96   (N) 074 02 15.03   (W)   HD_HELD1
 KV6240* NAVD 88 ORTHO HEIGHT -     3.999 (meters)       13.12  (feet) ADJUSTED
 KV6240  ______________________________________________________________________
 KV6240  GEOID HEIGHT    -        -32.471 (meters)                     GEOID18
 KV6240  DYNAMIC HEIGHT  -          3.998 (meters)       13.12  (feet) COMP
 KV6240  MODELED GRAVITY -    980,203.8   (mgal)                       NAVD 88
 KV6240
 KV6240  VERT ORDER      -  FIRST     CLASS II
 KV6240
 KV6240.The horizontal coordinates were determined by differentially corrected
 KV6240.hand held GPS observations or other comparable positioning techniques
 KV6240.and have an estimated accuracy of +/- 3 meters.
 KV6240
 KV6240.The orthometric height was determined by differential leveling and
 KV6240.adjusted by the NATIONAL GEODETIC SURVEY
 KV6240.in July 2020.
 KV6240
 KV6240.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6240.GEOID18 height accuracy estimate available here.
 KV6240
 KV6240.Click photographs - Photos may exist for this station.
 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       -   175,692.3     189,250.0     MT  (+/- 3 meters HH1 GPS) 
 KV6240
 KV6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8165974263(NAD 83)
 KV6240
 KV6240                          SUPERSEDED SURVEY CONTROL
 KV6240
 KV6240  NAVD 88 (01/25/94)    4.003  (m)           13.13   (f) SUPERSEDED  2 1
 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
 KV6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6240.See file dsdata.pdf to determine how the superseded data were derived.
 KV6240
 KV6240_MARKER: DD = SURVEY 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 - September 25, 2018
 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  HISTORY     - 20090407 GOOD             INDIV
 KV6240  HISTORY     - 20110816 GOOD             USACE
 KV6240  HISTORY     - 20180925 GOOD             NJGS
 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
 KV6240
 KV6240                          STATION RECOVERY (2009)
 KV6240
 KV6240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (RMF)
 KV6240'RECOVERED AS DESCRIBED
 KV6240
 KV6240                          STATION RECOVERY (2011)
 KV6240
 KV6240'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2011 (BB)
 KV6240'RECOVERED AS DESCRIBED
 KV6240
 KV6240                          STATION RECOVERY (2018)
 KV6240
 KV6240'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 KV6240'RECOVERED AS DESCRIBED.
 KV6240'
 KV6240'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST-NORTHEAST OF
 KV6240'MARLBORO, 8.7 MI (14.0 KM) EAST OF KEYPORT AND 8.0 MI (12.9 KM)
 KV6240'NORTH-NORTHWEST OF LONG BRANCH, IN ATLANTIC HIGHLANDS.
 KV6240'
 KV6240'TO REACH FROM THE INTERSECTION OF FIRST AVENUE AND NEW JERSEY STATE
 KV6240'ROUTE 36, GO 0.4 MI (0.6 KM) NORTH ON FIRST AVENUE TO THE STATION ON
 KV6240'THE LEFT, SET VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER OF A
 KV6240'BRICK BUILDING.
 KV6240'
 KV6240'THE STATION IS 15 FT (4.6 M) WEST OF THE WEST CURB OF FIRST AVENUE,
 KV6240'36.7 FT (11.2 M) SOUTH OF THE SOUTH CURB OF BAY AVENUE, 1.6 FT (0.5 M)
 KV6240'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 35.3 FT (10.8 M)
 KV6240'SOUTHWEST OF POLE 400WSW.
 KV6240'
 KV6240'THE STATION IS ABOUT 2 FT (0.6 M) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6241 ***********************************************************************
 KV6241  DESIGNATION -  853 1662 D TIDAL
 KV6241  PID         -  KV6241
 KV6241  STATE/COUNTY-  NJ/MONMOUTH
 KV6241  COUNTRY     -  US
 KV6241  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6241
 KV6241                         *CURRENT SURVEY CONTROL
 KV6241  ______________________________________________________________________
 KV6241* NAD 83(1986) POSITION- 40 24 51.49   (N) 074 02 15.03   (W)   HD_HELD1
 KV6241* NAVD 88 ORTHO HEIGHT -     4.840 (meters)       15.88  (feet) ADJUSTED
 KV6241  ______________________________________________________________________
 KV6241  GEOID HEIGHT    -        -32.472 (meters)                     GEOID18
 KV6241  DYNAMIC HEIGHT  -          4.838 (meters)       15.87  (feet) COMP
 KV6241  MODELED GRAVITY -    980,203.6   (mgal)                       NAVD 88
 KV6241
 KV6241  VERT ORDER      -  FIRST     CLASS II
 KV6241
 KV6241.The horizontal coordinates were determined by differentially corrected
 KV6241.hand held GPS observations or other comparable positioning techniques
 KV6241.and have an estimated accuracy of +/- 3 meters.
 KV6241
 KV6241.The orthometric height was determined by differential leveling and
 KV6241.adjusted by the NATIONAL GEODETIC SURVEY
 KV6241.in July 2020.
 KV6241
 KV6241.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6241.GEOID18 height accuracy estimate available here.
 KV6241
 KV6241.Click photographs - Photos may exist for this station.
 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       -   175,616.1     189,250.4     MT  (+/- 3 meters HH1 GPS) 
 KV6241
 KV6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8165974187(NAD 83)
 KV6241
 KV6241                          SUPERSEDED SURVEY CONTROL
 KV6241
 KV6241  NAVD 88 (01/25/94)    4.838  (m)           15.87   (f) SUPERSEDED  2 1
 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
 KV6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6241.See file dsdata.pdf to determine how the superseded data were derived.
 KV6241
 KV6241_MARKER: DD = SURVEY 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 - September 25, 2018
 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  HISTORY     - 20180925 GOOD             NJGS
 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
 KV6241
 KV6241                          STATION RECOVERY (2018)
 KV6241
 KV6241'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 KV6241'RECOVERED AS DESCRIBED.
 KV6241'
 KV6241'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST-NORTHEAST OF
 KV6241'MARLBORO, 8.7 MI (14.0 KM) EAST OF KEYPORT AND 8.0 MI (12.9 KM)
 KV6241'NORTH-NORTHWEST OF LONG BRANCH, IN THE ATLANTIC HIGHLANDS.
 KV6241'
 KV6241'TO REACH FROM THE INTERSECTION OF FIRST AVENUE AND NEW JERSEY STATE
 KV6241'ROUTE 36, GO 0.35 MI (0.56 KM) NORTH ON FIRST AVENUE TO THE STATION ON
 KV6241'THE RIGHT, SET VERTICALLY IN THE WEST FACE OF A 2-STORY BRICK
 KV6241'PROFESSIONAL BUILDING.
 KV6241'
 KV6241'THE STATION IS ABOUT 20 FT (6.1 M) NORTH OF THE EXTENDED CENTERLINE OF
 KV6241'CENTER STREET, 8.4 FT (2.6 M) EAST OF THE EAST CURB OF FIRST AVENUE,
 KV6241'10 FT (3.0 M) NORTHEAST OF A FIRE HYDRANT, 2.2 FT (0.7 M) NORTH OF THE
 KV6241'SOUTHWEST CORNER OF THE BUILDING, 78 FT (23.8 M) SOUTH OF POLE NUMBER
 KV6241'JC541AH.
 KV6241'
 KV6241'THE STATION IS ABOUT 2.8 FT (0.9 M) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3519  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV3519
 KV3519                         *CURRENT SURVEY CONTROL
 KV3519  ______________________________________________________________________
 KV3519* NAD 83(1986) POSITION- 40 28 06.     (N) 074 00 24.     (W)   SCALED
 KV3519* NAVD 88 ORTHO HEIGHT -     1.954 (meters)        6.41  (feet) ADJUSTED
 KV3519  ______________________________________________________________________
 KV3519  GEOID HEIGHT    -        -32.441 (meters)                     GEOID18
 KV3519  DYNAMIC HEIGHT  -          1.953 (meters)        6.41  (feet) COMP
 KV3519  MODELED GRAVITY -    980,204.6   (mgal)                       NAVD 88
 KV3519
 KV3519  VERT ORDER      -  FIRST     CLASS II
 KV3519
 KV3519.The horizontal coordinates were scaled from a map and have
 KV3519.an estimated accuracy of +/- 6 seconds.
 KV3519
 KV3519.The orthometric height was determined by differential leveling and
 KV3519.adjusted by the NATIONAL GEODETIC SURVEY
 KV3519.in September 1996.
 KV3519
 KV3519.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3519.GEOID18 height accuracy estimate available here.
 KV3519
 KV3519.This Tidal Bench Mark is designated as VM 317
 KV3519.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3519
 KV3519.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK842802(NAD 83)
 KV3519
 KV3519                          SUPERSEDED SURVEY CONTROL
 KV3519
 KV3519  NAVD 88 (07/26/02)    1.964  (m)            6.44   (f) SUPERSEDED  1 2
 KV3519  NAVD 88 (06/15/91)    1.968  (m)            6.46   (f) SUPERSEDED  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
 KV3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3519.See file dsdata.pdf to determine how the superseded data were derived.
 KV3519
 KV3519_MARKER: DJ = TIDAL STATION DISK
 KV3519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV3520  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV3520
 KV3520                         *CURRENT SURVEY CONTROL
 KV3520  ______________________________________________________________________
 KV3520* NAD 83(1986) POSITION- 40 28 03.     (N) 074 00 28.     (W)   SCALED
 KV3520* NAVD 88 ORTHO HEIGHT -     1.793 (meters)        5.88  (feet) ADJUSTED
 KV3520  ______________________________________________________________________
 KV3520  GEOID HEIGHT    -        -32.440 (meters)                     GEOID18
 KV3520  DYNAMIC HEIGHT  -          1.792 (meters)        5.88  (feet) COMP
 KV3520  MODELED GRAVITY -    980,204.7   (mgal)                       NAVD 88
 KV3520
 KV3520  VERT ORDER      -  FIRST     CLASS II
 KV3520
 KV3520.The horizontal coordinates were scaled from a map and have
 KV3520.an estimated accuracy of +/- 6 seconds.
 KV3520
 KV3520.The orthometric height was determined by differential leveling and
 KV3520.adjusted by the NATIONAL GEODETIC SURVEY
 KV3520.in June 1991.
 KV3520
 KV3520.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3520.GEOID18 height accuracy estimate available here.
 KV3520
 KV3520.This Tidal Bench Mark is designated as VM 324
 KV3520.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3520
 KV3520.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK841801(NAD 83)
 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
 KV3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3520.See file dsdata.pdf to determine how the superseded data were derived.
 KV3520
 KV3520_MARKER: DJ = TIDAL STATION DISK
 KV3520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 DG9903 ***********************************************************************
 DG9903  DESIGNATION -  853 1680 C TIDAL
 DG9903  PID         -  DG9903
 DG9903  STATE/COUNTY-  NJ/MONMOUTH
 DG9903  COUNTRY     -  US
 DG9903  USGS QUAD   -  SANDY HOOK WEST (2019)
 DG9903
 DG9903                         *CURRENT SURVEY CONTROL
 DG9903  ______________________________________________________________________
 DG9903* NAD 83(1986) POSITION- 40 27 53.     (N) 074 00 17.     (W)   SCALED
 DG9903* NAVD 88 ORTHO HEIGHT -     2.413 (meters)        7.92  (feet) ADJUSTED
 DG9903  ______________________________________________________________________
 DG9903  GEOID HEIGHT    -        -32.450 (meters)                     GEOID18
 DG9903  DYNAMIC HEIGHT  -          2.412 (meters)        7.91  (feet) COMP
 DG9903  MODELED GRAVITY -    980,203.3   (mgal)                       NAVD 88
 DG9903
 DG9903  VERT ORDER      -  FIRST     CLASS II
 DG9903
 DG9903.The horizontal coordinates were scaled from a map and have
 DG9903.an estimated accuracy of +/- 6 seconds.
 DG9903
 DG9903.The orthometric height was determined by differential leveling and
 DG9903.adjusted by the NATIONAL GEODETIC SURVEY
 DG9903.in May 2006.
 DG9903
 DG9903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9903.GEOID18 height accuracy estimate available here.
 DG9903
 DG9903.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK843798(NAD 83)
 DG9903
 DG9903                          SUPERSEDED SURVEY CONTROL
 DG9903
 DG9903.No superseded survey control is available for this station.
 DG9903
 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: N = NO MAGNETIC MATERIAL
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AB6711  USGS QUAD   -  SANDY HOOK WEST (2019)
 AB6711
 AB6711                         *CURRENT SURVEY CONTROL
 AB6711  ______________________________________________________________________
 AB6711* NAD 83(2011) POSITION- 40 28 03.60102(N) 074 00 34.73527(W)   ADJUSTED
 AB6711* NAD 83(2011) ELLIP HT-   -30.375 (meters)        (06/27/12)   ADJUSTED
 AB6711* NAD 83(2011) EPOCH   -  2010.00
 AB6711* NAVD 88 ORTHO HEIGHT -     2.061 (meters)        6.76  (feet) ADJUSTED
 AB6711  ______________________________________________________________________
 AB6711  GEOID HEIGHT    -        -32.437 (meters)                     GEOID18
 AB6711  NAD 83(2011) X  -  1,338,574.717 (meters)                     COMP
 AB6711  NAD 83(2011) Y  - -4,671,133.506 (meters)                     COMP
 AB6711  NAD 83(2011) Z  -  4,117,609.364 (meters)                     COMP
 AB6711  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 AB6711  DYNAMIC HEIGHT  -          2.060 (meters)        6.76  (feet) COMP
 AB6711  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 AB6711
 AB6711  VERT ORDER      -  FIRST     CLASS II
 AB6711
 AB6711  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6711  Standards:
 AB6711         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6711            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6711  -------------------------------------------------------------------
 AB6711  NETWORK    0.21   0.43           0.10   0.07   0.22      0.04602801
 AB6711  -------------------------------------------------------------------
 AB6711  Click here for local accuracies and other accuracy information.
 AB6711
 AB6711.The horizontal coordinates were established by GPS observations
 AB6711.and adjusted by the National Geodetic Survey in June 2012.
 AB6711
 AB6711.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6711.been affixed to the stable North American tectonic plate. See 
 AB6711.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6711
 AB6711.The horizontal coordinates are valid at the epoch date displayed above
 AB6711.which is a decimal equivalence of Year/Month/Day.
 AB6711
 AB6711.The orthometric height was determined by differential leveling and
 AB6711.adjusted by the NATIONAL GEODETIC SURVEY
 AB6711.in September 1996.
 AB6711
 AB6711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6711.GEOID18 height accuracy estimate available here.
 AB6711
 AB6711.This Tidal Bench Mark is designated as VM 326
 AB6711.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB6711
 AB6711.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB6711
 AB6711.The ellipsoidal height was determined by GPS observations
 AB6711.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AB6711
 AB6711;                    North         East     Units Scale Factor Converg.
 AB6711;SPC NJ       -   181,554.031   191,581.856   MT  0.99992128   +0 19 05.7
 AB6711;SPC NJ       -   595,648.52    628,548.14   sFT  0.99992128   +0 19 05.7
 AB6711;UTM  18      - 4,480,136.729   583,957.229   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:                Primary Azimuth Mark                     Grid Az
 AB6711:SPC NJ       -  SANDY HOOK 1 CORS ARP                    338 24 26.5
 AB6711:UTM  18      -  SANDY HOOK 1 CORS ARP                    338 04 58.1
 AB6711
 AB6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8395780136(NAD 83)
 AB6711
 AB6711|---------------------------------------------------------------------|
 AB6711| PID    Reference Object                     Distance      Geod. Az  |
 AB6711|                                                           dddmmss.s |
 AB6711| AF9509 SANDY HOOK 1 CORS ARP               454.821 METERS 3384332.2 |
 AB6711|---------------------------------------------------------------------|
 AB6711
 AB6711                          SUPERSEDED SURVEY CONTROL
 AB6711
 AB6711  NAD 83(2007)-  40 28 03.60141(N)    074 00 34.73570(W) AD(2002.00) 0
 AB6711  ELLIP H (02/10/07)  -30.348  (m)                       GP(2002.00)    
 AB6711  NAD 83(1996)-  40 28 03.60144(N)    074 00 34.73616(W) AD(       ) B
 AB6711  ELLIP H (09/24/01)  -30.330  (m)                       GP(       ) 4 1
 AB6711  NAVD 88               2.06   (m)            6.8    (f) LEVELING    3  
 AB6711
 AB6711.Superseded values are not recommended for survey control.
 AB6711
 AB6711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6711.See file dsdata.pdf to determine how the superseded data were derived.
 AB6711
 AB6711_MARKER: DJ = TIDAL STATION DISK
 AB6711_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6711_SP_SET: MANHOLE FOUNDATION
 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 NOT SUITABLE FOR
 AB6711+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2012
 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  HISTORY     - 20120911 GOOD             USACE
 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.
 AB6711'
 AB6711'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 AB6711'CONCRETE SLAB FOR A MANHOLE, 107 FT (32.6 M) WEST FROM THE CENTER OF
 AB6711'THE GARAGE DOORS FOR A TWO STORY BRICK BOAT HOUSE, USED FOR REPAIRS,
 AB6711'WHICH IS SOUTHWEST FROM THE MAIN HEADQUARTERS BUILDING. THE STATION IS
 AB6711'25.2 FT (7.7 M) NORTH FROM THE CENTERLINE OF THE ACCESS ROAD LEADING
 AB6711'TO THE CONCRETE DOCK AREA AND 55.3 FT (16.9 M) WEST SOUTHWEST FROM THE
 AB6711'SOUTHWEST CORNER OF THE ONE STORY PART OF THE GARAGE BUILDING, AND
 AB6711'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 END
 AB6711'OF THE SANDY HOOK NATIONAL RECREATION AREA IN FORT HANCOCK, NEAR THE
 AB6711'US COAST GUARD DOCKS.  OWNERSHIP--US COAST GUARD.
 AB6711'
 AB6711'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36 AND COUNTY
 AB6711'ROAD 520 IN SEA BRIGHT, GO NORTH ON HIGHWAY 36 FOR 3.22 KM (2.00 MI)
 AB6711'TO THE ENTRANCE ROAD TO THE SANDY HOOK NATIONAL RECREATION AREA ON THE
 AB6711'RIGHT.  BEAR RIGHT, NORTHERLY ON THE ENTRANCE ROAD FOR 0.72 KM
 AB6711'(0.45 MI) TO THE TOLL BOOTHS.  PASS THROUGH THE TOLL BOOTH AND
 AB6711'CONTINUE AHEAD, NORTH ON OCEAN ROAD FOR 6.7 KM (4.15 MI) TO A STOP
 AB6711'SIGN AT A ROAD INTERSECTION AND THE ENTRANCE ROAD FOR FORT HANCOCK
 AB6711'HISTORIC DISTRICT STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, NORTHERLY
 AB6711'ON THE FORT HANCOCK ROAD FOR 2.73 KM (1.70 MI) TO THE ENTRANCE GATE OF
 AB6711'THE US COAST GUARD STATION ON THE LEFT AND A ROAD ON THE RIGHT. TURN
 AB6711'LEFT, 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 RIGHT.
 AB6711'
 AB6711'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 6 FT
 AB6711'(1.8 M) SQUARE CONCRETE FOUNDATION FOR A MANHOLE.  LOCATED 17.93 M
 AB6711'(58.83 FT) NORTH OF THE NORTHWEST CORNER OF A SMALL GRANITE STONE
 AB6711'MEMORIAL WITH PLAQUE 'USCG SANDY HOOK PIER DEDICATED SEPTEMBER 1994',
 AB6711'10.28 M (33.73 FT) NORTHWEST AND ACROSS THE DRIVE FROM THE NORTHWEST
 AB6711'CORNER OF THE CONCRETE PARKING PAD FOR THE FUEL PUMPS, 4.27 M
 AB6711'(14.01 FT) NORTH OF THE NORTH CURB OF THE DRIVE, 2.14 M (7.02 FT)
 AB6711'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ELECTRICAL JUNCTION BOX WITH
 AB6711'EMERGENCY CUTOFF SWITCH AND ABOUT 0.9 M (3.0 FT) ABOVE THE DRIVE.
 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.
 AB6711
 AB6711                          STATION RECOVERY (2012)
 AB6711
 AB6711'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2012 (PK)
 AB6711'THE MARK WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AB6710  USGS QUAD   -  SANDY HOOK WEST (2019)
 AB6710
 AB6710                         *CURRENT SURVEY CONTROL
 AB6710  ______________________________________________________________________
 AB6710* NAD 83(1986) POSITION- 40 28 08.42   (N) 074 00 31.68   (W)   HD_HELD1
 AB6710* NAVD 88 ORTHO HEIGHT -     2.756 (meters)        9.04  (feet) ADJUSTED
 AB6710  ______________________________________________________________________
 AB6710  GEOID HEIGHT    -        -32.436 (meters)                     GEOID18
 AB6710  DYNAMIC HEIGHT  -          2.755 (meters)        9.04  (feet) COMP
 AB6710  MODELED GRAVITY -    980,205.3   (mgal)                       NAVD 88
 AB6710
 AB6710  VERT ORDER      -  FIRST     CLASS II
 AB6710
 AB6710.The horizontal coordinates were determined by differentially corrected
 AB6710.hand held GPS observations or other comparable positioning techniques
 AB6710.and have an estimated accuracy of +/- 3 meters.
 AB6710
 AB6710.The orthometric height was determined by differential leveling and
 AB6710.adjusted by the NATIONAL GEODETIC SURVEY
 AB6710.in May 2006.
 AB6710
 AB6710.No vertical observational check was made to the station.
 AB6710
 AB6710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6710.GEOID18 height accuracy estimate available here.
 AB6710
 AB6710.This Tidal Bench Mark is designated as VM 327
 AB6710.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB6710
 AB6710.Click photographs - Photos may exist for this station.
 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       -   181,703.1     191,653.0     MT  (+/- 3 meters HH1 GPS) 
 AB6710
 AB6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8402780286(NAD 83)
 AB6710
 AB6710                          SUPERSEDED SURVEY CONTROL
 AB6710
 AB6710  NAVD 88 (09/26/96)    2.761  (m)            9.06   (f) SUPERSEDED  1 2
 AB6710
 AB6710.Superseded values are not recommended for survey control.
 AB6710
 AB6710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6710.See file dsdata.pdf to determine how the superseded data were derived.
 AB6710
 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 = JULY 24, 2026 22:12:30 EDT
 DG9904 ***********************************************************************
 DG9904  DESIGNATION -  853 1680 F TIDAL
 DG9904  PID         -  DG9904
 DG9904  STATE/COUNTY-  NJ/MONMOUTH
 DG9904  COUNTRY     -  US
 DG9904  USGS QUAD   -  SANDY HOOK WEST (2019)
 DG9904
 DG9904                         *CURRENT SURVEY CONTROL
 DG9904  ______________________________________________________________________
 DG9904* NAD 83(1986) POSITION- 40 28 06.     (N) 074 00 23.     (W)   SCALED
 DG9904* NAVD 88 ORTHO HEIGHT -     1.796 (meters)        5.89  (feet) ADJUSTED
 DG9904  ______________________________________________________________________
 DG9904  GEOID HEIGHT    -        -32.441 (meters)                     GEOID18
 DG9904  DYNAMIC HEIGHT  -          1.795 (meters)        5.89  (feet) COMP
 DG9904  MODELED GRAVITY -    980,204.4   (mgal)                       NAVD 88
 DG9904
 DG9904  VERT ORDER      -  FIRST     CLASS II
 DG9904
 DG9904.The horizontal coordinates were scaled from a map and have
 DG9904.an estimated accuracy of +/- 6 seconds.
 DG9904
 DG9904.The orthometric height was determined by differential leveling and
 DG9904.adjusted by the NATIONAL GEODETIC SURVEY
 DG9904.in May 2006.
 DG9904
 DG9904.No vertical observational check was made to the station.
 DG9904
 DG9904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9904.GEOID18 height accuracy estimate available here.
 DG9904
 DG9904.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK842802(NAD 83)
 DG9904
 DG9904                          SUPERSEDED SURVEY CONTROL
 DG9904
 DG9904.No superseded survey control is available for this station.
 DG9904
 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: N = NO MAGNETIC MATERIAL
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV0711  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0711
 KV0711                         *CURRENT SURVEY CONTROL
 KV0711  ______________________________________________________________________
 KV0711* NAD 83(1986) POSITION- 40 28 08.     (N) 074 00 27.     (W)   SCALED
 KV0711* NAVD 88 ORTHO HEIGHT -     3.426 (meters)       11.24  (feet) ADJUSTED
 KV0711  ______________________________________________________________________
 KV0711  GEOID HEIGHT    -        -32.439 (meters)                     GEOID18
 KV0711  DYNAMIC HEIGHT  -          3.424 (meters)       11.23  (feet) COMP
 KV0711  MODELED GRAVITY -    980,204.8   (mgal)                       NAVD 88
 KV0711
 KV0711  VERT ORDER      -  FIRST     CLASS II
 KV0711
 KV0711.The horizontal coordinates were scaled from a map and have
 KV0711.an estimated accuracy of +/- 6 seconds.
 KV0711
 KV0711.The orthometric height was determined by differential leveling and
 KV0711.adjusted by the NATIONAL GEODETIC SURVEY
 KV0711.in June 1991.
 KV0711
 KV0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0711.GEOID18 height accuracy estimate available here.
 KV0711
 KV0711.This Tidal Bench Mark is designated as VM 318
 KV0711.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0711
 KV0711.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK841802(NAD 83)
 KV0711
 KV0711                          SUPERSEDED SURVEY CONTROL
 KV0711
 KV0711  NGVD 29 (04/16/92)    3.744  (m)           12.28   (f) ADJUSTED    1 2
 KV0711  NGVD 29 (01/10/92)    3.744  (m)           12.28   (f) SUPERSEDED  1 2
 KV0711  NGVD 29 (??/??/87)    3.804  (m)           12.48   (f) SUPERSEDED  1 2
 KV0711
 KV0711.Superseded values are not recommended for survey control.
 KV0711
 KV0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0711.See file dsdata.pdf to determine how the superseded data were derived.
 KV0711
 KV0711_MARKER: DB = BENCH MARK DISK
 KV0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0711_SP_SET: WATER TANK FOUNDATION
 KV0711_STAMPING: 1 1915
 KV0711_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV0713  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0713
 KV0713                         *CURRENT SURVEY CONTROL
 KV0713  ______________________________________________________________________
 KV0713* NAD 83(1986) POSITION- 40 27 40.56   (N) 074 00 15.82   (W)   HD_HELD1
 KV0713* NAVD 88 ORTHO HEIGHT -     2.184 (meters)        7.17  (feet) ADJUSTED
 KV0713  ______________________________________________________________________
 KV0713  GEOID HEIGHT    -        -32.456 (meters)                     GEOID18
 KV0713  DYNAMIC HEIGHT  -          2.183 (meters)        7.16  (feet) COMP
 KV0713  MODELED GRAVITY -    980,202.8   (mgal)                       NAVD 88
 KV0713
 KV0713  VERT ORDER      -  FIRST     CLASS II
 KV0713
 KV0713.The horizontal coordinates were determined by differentially corrected
 KV0713.hand held GPS observations or other comparable positioning techniques
 KV0713.and have an estimated accuracy of +/- 3 meters.
 KV0713
 KV0713.The orthometric height was determined by differential leveling and
 KV0713.adjusted by the NATIONAL GEODETIC SURVEY
 KV0713.in June 1991.
 KV0713
 KV0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0713.GEOID18 height accuracy estimate available here.
 KV0713
 KV0713.This Tidal Bench Mark is designated as VM 15583
 KV0713.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0713
 KV0713.Click photographs - Photos may exist for this station.
 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       -   180,845.9     192,031.4     MT  (+/- 3 meters HH1 GPS) 
 KV0713
 KV0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8441079431(NAD 83)
 KV0713
 KV0713                          SUPERSEDED SURVEY CONTROL
 KV0713
 KV0713  NGVD 29 (04/16/92)    2.501  (m)            8.21   (f) ADJUSTED    1 2
 KV0713  NGVD 29 (01/10/92)    2.501  (m)            8.21   (f) SUPERSEDED  1 2
 KV0713  NGVD 29 (??/??/87)    2.540  (m)            8.33   (f) SUPERSEDED  1 2
 KV0713
 KV0713.Superseded values are not recommended for survey control.
 KV0713
 KV0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0713.See file dsdata.pdf to determine how the superseded data were derived.
 KV0713
 KV0713_MARKER: DB = BENCH MARK DISK
 KV0713_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0713+WITH SETTING: PAVEMENT
 KV0713_SP_SET: FLAG POLE BASE
 KV0713_STAMPING: 6 1923
 KV0713_MARK LOGO: CGS
 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 - October 17, 2010
 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  HISTORY     - 20101017 GOOD             INDIV
 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.
 KV0713
 KV0713                          STATION RECOVERY (2010)
 KV0713
 KV0713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 KV0713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV0712  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0712
 KV0712                         *CURRENT SURVEY CONTROL
 KV0712  ______________________________________________________________________
 KV0712* NAD 83(1986) POSITION- 40 28 00.     (N) 074 00 17.     (W)   SCALED
 KV0712* NAVD 88 ORTHO HEIGHT -     3.666 (meters)       12.03  (feet) ADJUSTED
 KV0712  ______________________________________________________________________
 KV0712  GEOID HEIGHT    -        -32.447 (meters)                     GEOID18
 KV0712  DYNAMIC HEIGHT  -          3.664 (meters)       12.02  (feet) COMP
 KV0712  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 KV0712
 KV0712  VERT ORDER      -  FIRST     CLASS II
 KV0712
 KV0712.The horizontal coordinates were scaled from a map and have
 KV0712.an estimated accuracy of +/- 6 seconds.
 KV0712
 KV0712.The orthometric height was determined by differential leveling and
 KV0712.adjusted by the NATIONAL GEODETIC SURVEY
 KV0712.in September 1996.
 KV0712
 KV0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0712.GEOID18 height accuracy estimate available here.
 KV0712
 KV0712.This Tidal Bench Mark is designated as VM 322
 KV0712.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0712
 KV0712.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK843800(NAD 83)
 KV0712
 KV0712                          SUPERSEDED SURVEY CONTROL
 KV0712
 KV0712  NAVD 88 (07/26/02)    3.676  (m)           12.06   (f) SUPERSEDED  1 2
 KV0712  NAVD 88 (06/15/91)    3.678  (m)           12.07   (f) SUPERSEDED  1 2
 KV0712  NGVD 29 (04/16/92)    3.996  (m)           13.11   (f) ADJUSTED    1 2
 KV0712  NGVD 29 (01/10/92)    3.996  (m)           13.11   (f) SUPERSEDED  1 2
 KV0712  NGVD 29 (??/??/87)    4.049  (m)           13.28   (f) SUPERSEDED  1 2
 KV0712
 KV0712.Superseded values are not recommended for survey control.
 KV0712
 KV0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0712.See file dsdata.pdf to determine how the superseded data were derived.
 KV0712
 KV0712_MARKER: DB = BENCH MARK DISK
 KV0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0712_STAMPING: 8 1932
 KV0712_MARK LOGO: CGS
 KV0712_PROJECTION: PROJECTING
 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     - 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'THE STATION IS LOCATED AT FORT HANCOCK NATIONAL PARK, 0.15 MI
 KV0712'(0.24 KM) SOUTHEAST FROM THE MAIN GATE OF THE SANDY HOOK COAST GUARD
 KV0712'STATION.
 KV0712'
 KV0712'TO REACH THE STATION FROM THE INTERSECTION OF KEARNEY ROAD AND
 KV0712'CANFIELD ROAD, JUST OUTSIDE OF THE MAIN GATE OF THE COAST GUARD
 KV0712'STATION, PROCEED 0.10 MI (0.16 KM) SOUTH ALONG KEARNEY RD FROM THE
 KV0712'INTERSECTION TO THE STATION AND A LARGE RECTANGULAR BRICK BUILDING
 KV0712'WITH A FLAGPOLE ON A SMALL BLUFF TO THE LEFT. THE BUILDING IS NUMBERED
 KV0712'102 AND IS THE OLD COAST GUARD HEADQUARTERS BUT IS NOW CALLED THE
 KV0712'SANDY HOOK ENVIRONMENTAL CENTER.
 KV0712'
 KV0712'THE STATION IS LOCATED 29.0 FT (8.8 M) NORTHEAST OF THE NORTHWEST
 KV0712'CORNER OF THE BUILDING, 10.0 FT (3.0 M) NORTH OF THE NORTHEAST CORNER
 KV0712'OF THE BUILDING, AND 2.3 FT (0.7 M) NORTH OF THE NORTH EDGE OF A
 KV0712'SIDEWALK.
 KV0712'
 KV0712'THE STATION IS ABOUT 3 FT (0.9 M) ABOVE KEARNEY ROAD AND IS SET IN THE
 KV0712'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE 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 = JULY 24, 2026 22:12:30 EDT
 KU0780 ***********************************************************************
 KU0780  DESIGNATION -  853 1735 TIDAL 3
 KU0780  PID         -  KU0780
 KU0780  STATE/COUNTY-  NJ/MONMOUTH
 KU0780  COUNTRY     -  US
 KU0780  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0780
 KU0780                         *CURRENT SURVEY CONTROL
 KU0780  ______________________________________________________________________
 KU0780* NAD 83(1986) POSITION- 40 23 15.     (N) 073 58 34.     (W)   SCALED
 KU0780* NAVD 88 ORTHO HEIGHT -     1.143 (meters)        3.75  (feet) ADJUSTED
 KU0780  ______________________________________________________________________
 KU0780  GEOID HEIGHT    -        -32.615 (meters)                     GEOID18
 KU0780  DYNAMIC HEIGHT  -          1.142 (meters)        3.75  (feet) COMP
 KU0780  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 KU0780
 KU0780  VERT ORDER      -  FIRST     CLASS I
 KU0780
 KU0780.The horizontal coordinates were scaled from a map and have
 KU0780.an estimated accuracy of +/- 6 seconds.
 KU0780
 KU0780.The orthometric height was determined by differential leveling and
 KU0780.adjusted by the NATIONAL GEODETIC SURVEY
 KU0780.in June 1991.
 KU0780
 KU0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0780.GEOID18 height accuracy estimate available here.
 KU0780
 KU0780.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK869712(NAD 83)
 KU0780
 KU0780                          SUPERSEDED SURVEY CONTROL
 KU0780
 KU0780  NGVD 29 (04/16/92)    1.462  (m)            4.80   (f) ADJUSTED    1 1
 KU0780  NGVD 29 (01/10/92)    1.462  (m)            4.80   (f) SUPERSEDED  1 1
 KU0780
 KU0780.Superseded values are not recommended for survey control.
 KU0780
 KU0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0780.See file dsdata.pdf to determine how the superseded data were derived.
 KU0780
 KU0780_MARKER: DB = BENCH MARK DISK
 KU0780_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU0780_SP_SET: SIDEWALK
 KU0780_STAMPING: NO 3 RESET 1960 1934
 KU0780_MARK LOGO: CGS
 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             CGS
 KU0780  HISTORY     - 1979     GOOD             NGS
 KU0780  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU0780
 KU0780                          STATION DESCRIPTION
 KU0780
 KU0780'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 DR5322 ***********************************************************************
 DR5322  DESIGNATION -  853 1753 A
 DR5322  PID         -  DR5322
 DR5322  STATE/COUNTY-  NJ/MONMOUTH
 DR5322  COUNTRY     -  US
 DR5322  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5322
 DR5322                         *CURRENT SURVEY CONTROL
 DR5322  ______________________________________________________________________
 DR5322* NAD 83(1986) POSITION- 40 22 34.09   (N) 074 00 44.05   (W)   HD_HELD1
 DR5322* NAVD 88 ORTHO HEIGHT -     2.967 (meters)        9.73  (feet) ADJUSTED
 DR5322  ______________________________________________________________________
 DR5322  GEOID HEIGHT    -        -32.575 (meters)                     GEOID18
 DR5322  DYNAMIC HEIGHT  -          2.966 (meters)        9.73  (feet) COMP
 DR5322  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 DR5322
 DR5322  VERT ORDER      -  FIRST     CLASS II
 DR5322
 DR5322.The horizontal coordinates were determined by differentially corrected
 DR5322.hand held GPS observations or other comparable positioning techniques
 DR5322.and have an estimated accuracy of +/- 3 meters.
 DR5322
 DR5322.The orthometric height was determined by differential leveling and
 DR5322.adjusted by the NATIONAL GEODETIC SURVEY
 DR5322.in July 2020.
 DR5322
 DR5322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5322.GEOID18 height accuracy estimate available here.
 DR5322
 DR5322.Click photographs - Photos may exist for this station.
 DR5322
 DR5322.The dynamic height is computed by dividing the NAVD 88
 DR5322.geopotential number by the normal gravity value computed on the
 DR5322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5322.degrees latitude (g = 980.6199 gals.).
 DR5322
 DR5322.The modeled gravity was interpolated from observed gravity values.
 DR5322
 DR5322;                    North         East    Units  Estimated Accuracy
 DR5322;SPC NJ       -   171,389.9     191,418.5     MT  (+/- 3 meters HH1 GPS) 
 DR5322
 DR5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8385169974(NAD 83)
 DR5322
 DR5322                          SUPERSEDED SURVEY CONTROL
 DR5322
 DR5322.No superseded survey control is available for this station.
 DR5322
 DR5322_MARKER: DJ = TIDAL STATION DISK
 DR5322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR5322_STAMPING: 1753 A 1976
 DR5322_MARK LOGO: NOS
 DR5322_PROJECTION: RECESSED 3 CENTIMETERS
 DR5322_MAGNETIC: I = MARKER IS A STEEL ROD
 DR5322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5322+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 DR5322_ROD/PIPE-DEPTH: 15.2 meters
 DR5322
 DR5322  HISTORY     - Date     Condition        Report By
 DR5322  HISTORY     - 1976     MONUMENTED       NOS
 DR5322  HISTORY     - 20181105 POOR             NJGS
 DR5322  HISTORY     - 20211028 SEE DESCRIPTION  NJGS
 DR5322
 DR5322                          STATION DESCRIPTION
 DR5322
 DR5322'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5322'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTH OF ASBURY PARK, 10.7
 DR5322'MI (17.2 KM) EAST-SOUTHEAST OF KEYPORT AND 5.1 MI (8.2 KM) NORTH OF
 DR5322'LONG BRANCH, IN RUMSON.
 DR5322'
 DR5322'TO REACH FROM THE END OF THE OCEANIC BRIDGE OVER THE NAVESINK RIVER,
 DR5322'GO 0.1 MI (0.2 KM) SOUTH-SOUTHEAST ON BINGHAM AVENUE (COUNTY ROUTE 8A)
 DR5322'TO THE T-JUNCTION WITH HUNT STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM)
 DR5322'SOUTHWEST ON HUNT STREET TO THE T-JUNCTION WITH LAFAYETTE STREET.
 DR5322'TURN LEFT AND GO 133 FT (40.5 M) SOUTHEAST ON LAFAYETTE STREET TO THE
 DR5322'STATION ON THE RIGHT.
 DR5322'
 DR5322'THE STATION IS 74 FT (22.6 M) NORTHWEST OF POLE NUMBER JC451RM, 50.6
 DR5322'FT (15.4 M) SOUTHWEST OF POLE NUMBER JC450RM, 126 FT (38.4 M)
 DR5322'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE TENNIS COURT FENCE,
 DR5322'10.8 FT (3.3 M) SOUTHWEST OF THE CURB, 59.6 FT (18.2 M) EAST-NORTHEAST
 DR5322'OF A VIETNAM WAR MEMORIAL STATUE.
 DR5322'
 DR5322'THE DISK IS BENT.  THE ELEVATION WAS ESTABLISHED ON THE PUNCH HOLE
 DR5322'DATUM POINT.
 DR5322
 DR5322                          STATION RECOVERY (2021)
 DR5322
 DR5322'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DR5322'MONUMENT PLOTS UNDER PAVEMENT.  LAFAYETTE ST WAS WIDENED TO ALLOW FOR
 DR5322'HEAD ON PARKING.  MARK PROBABLY DESTROYED BUT POSSIBLY BURIED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5324 ***********************************************************************
 DR5324  DESIGNATION -  853 1753 B
 DR5324  PID         -  DR5324
 DR5324  STATE/COUNTY-  NJ/MONMOUTH
 DR5324  COUNTRY     -  US
 DR5324  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5324
 DR5324                         *CURRENT SURVEY CONTROL
 DR5324  ______________________________________________________________________
 DR5324* NAD 83(1986) POSITION- 40 22 31.08   (N) 074 00 44.85   (W)   HD_HELD1
 DR5324* NAVD 88 ORTHO HEIGHT -     4.125 (meters)       13.53  (feet) ADJUSTED
 DR5324  ______________________________________________________________________
 DR5324  GEOID HEIGHT    -        -32.576 (meters)                     GEOID18
 DR5324  DYNAMIC HEIGHT  -          4.123 (meters)       13.53  (feet) COMP
 DR5324  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 DR5324
 DR5324  VERT ORDER      -  FIRST     CLASS II
 DR5324
 DR5324.The horizontal coordinates were determined by differentially corrected
 DR5324.hand held GPS observations or other comparable positioning techniques
 DR5324.and have an estimated accuracy of +/- 3 meters.
 DR5324
 DR5324.The orthometric height was determined by differential leveling and
 DR5324.adjusted by the NATIONAL GEODETIC SURVEY
 DR5324.in July 2020.
 DR5324
 DR5324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5324.GEOID18 height accuracy estimate available here.
 DR5324
 DR5324.Click photographs - Photos may exist for this station.
 DR5324
 DR5324.The dynamic height is computed by dividing the NAVD 88
 DR5324.geopotential number by the normal gravity value computed on the
 DR5324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5324.degrees latitude (g = 980.6199 gals.).
 DR5324
 DR5324.The modeled gravity was interpolated from observed gravity values.
 DR5324
 DR5324;                    North         East    Units  Estimated Accuracy
 DR5324;SPC NJ       -   171,297.0     191,400.2     MT  (+/- 3 meters HH1 GPS) 
 DR5324
 DR5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8383369881(NAD 83)
 DR5324
 DR5324                          SUPERSEDED SURVEY CONTROL
 DR5324
 DR5324.No superseded survey control is available for this station.
 DR5324
 DR5324_MARKER: DJ = TIDAL STATION DISK
 DR5324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR5324_STAMPING: 1753 B 1976
 DR5324_MARK LOGO: NOS
 DR5324_PROJECTION: RECESSED 8 CENTIMETERS
 DR5324_MAGNETIC: I = MARKER IS A STEEL ROD
 DR5324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5324+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2021
 DR5324_ROD/PIPE-DEPTH: 11.6 meters
 DR5324
 DR5324  HISTORY     - Date     Condition        Report By
 DR5324  HISTORY     - 1976     MONUMENTED       NOS
 DR5324  HISTORY     - 20181105 GOOD             NJGS
 DR5324  HISTORY     - 20211028 GOOD             NJGS
 DR5324
 DR5324                          STATION DESCRIPTION
 DR5324
 DR5324'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5324'THE MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTH OF ASBURY PARK, 10.7
 DR5324'MI (17.2 KM) EAST-SOUTHEAST OF KEYPORT AND 5.0 MI (8.0 KM)
 DR5324'NORTH-NORTHWEST OF LONG BRANCH, IN RUMSON.
 DR5324'
 DR5324'TO REACH FROM THE END OF THE OCEANIC BRIDGE OVER THE NAVESINK RIVER,
 DR5324'GO 0.15 MI (0.24 KM) SOUTH-SOUTHEAST ON BINGHAM AVENUE (COUNTY ROUTE
 DR5324'8A) TO THE JUNCTION WITH EAST RIVER ROAD (COUNTY ROUTE 10).  TURN
 DR5324'RIGHT AND GO 0.15 MI (0.24 KM) WEST-SOUTHWEST ON RIVER ROAD TO THE
 DR5324'STATION ON THE RIGHT.
 DR5324'
 DR5324'THE MARK IS LOCATED IN VICTORY PARK, 112 FT (34.1 M) NORTH-NORTHWEST
 DR5324'OF THE NORTHWEST CORNER OF THE FIRE HOUSE, 83.7 FT (25.5 M) SOUTHEAST
 DR5324'OF THE SOUTHWEST CORNER OF A WORLD WAR 1 MONUMENT, 29.5 FT (9.0 M)
 DR5324'NORTH-NORTHWEST OF THE NORTH CURB OF RIVER ROAD, 2.75 FT (0.8 M)
 DR5324'SOUTHWEST OF THE SOUTHWEST CORNER OF A PAVER BLOCK SIDEWALK, 4 FT (1.2
 DR5324'M) SOUTHEAST OF THE SOUTHWEST EDGE OF THE PAVER SIDEWALK, 10.75
 DR5324'NORTH-NORTHWEST OF A SIGN POST, 18.6 FT (5.7 M) WEST-SOUTHWEST OF A
 DR5324'FLAG POLE, 86 FT (26.2 M) EAST-SOUTHEAST OF POLE NUMBER JC-79RN.  THE
 DR5324'STATION IS ON THE SOUTHWEST SIDE OF THE ENTRANCE BRICK SIDEWALK
 DR5324'LEADING TO THE WORLD WAR 1 MONUMENT.
 DR5324
 DR5324                          STATION RECOVERY (2021)
 DR5324
 DR5324'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DR5324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5321 ***********************************************************************
 DR5321  DESIGNATION -  853 1753 C
 DR5321  PID         -  DR5321
 DR5321  STATE/COUNTY-  NJ/MONMOUTH
 DR5321  COUNTRY     -  US
 DR5321  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5321
 DR5321                         *CURRENT SURVEY CONTROL
 DR5321  ______________________________________________________________________
 DR5321* NAD 83(1986) POSITION- 40 22 27.65   (N) 074 00 50.82   (W)   HD_HELD1
 DR5321* NAVD 88 ORTHO HEIGHT -     7.584 (meters)       24.88  (feet) ADJUSTED
 DR5321  ______________________________________________________________________
 DR5321  GEOID HEIGHT    -        -32.574 (meters)                     GEOID18
 DR5321  DYNAMIC HEIGHT  -          7.580 (meters)       24.87  (feet) COMP
 DR5321  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 DR5321
 DR5321  VERT ORDER      -  FIRST     CLASS II
 DR5321
 DR5321.The horizontal coordinates were determined by differentially corrected
 DR5321.hand held GPS observations or other comparable positioning techniques
 DR5321.and have an estimated accuracy of +/- 3 meters.
 DR5321
 DR5321.The orthometric height was determined by differential leveling and
 DR5321.adjusted by the NATIONAL GEODETIC SURVEY
 DR5321.in July 2020.
 DR5321
 DR5321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5321.GEOID18 height accuracy estimate available here.
 DR5321
 DR5321.Click photographs - Photos may exist for this station.
 DR5321
 DR5321.The dynamic height is computed by dividing the NAVD 88
 DR5321.geopotential number by the normal gravity value computed on the
 DR5321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5321.degrees latitude (g = 980.6199 gals.).
 DR5321
 DR5321.The modeled gravity was interpolated from observed gravity values.
 DR5321
 DR5321;                    North         East    Units  Estimated Accuracy
 DR5321;SPC NJ       -   171,190.4     191,259.9     MT  (+/- 3 meters HH1 GPS) 
 DR5321
 DR5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8369469773(NAD 83)
 DR5321
 DR5321                          SUPERSEDED SURVEY CONTROL
 DR5321
 DR5321.No superseded survey control is available for this station.
 DR5321
 DR5321_MARKER: DJ = TIDAL STATION DISK
 DR5321_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR5321_STAMPING: 1753 C 1976
 DR5321_MARK LOGO: NOS
 DR5321_PROJECTION: RECESSED 5 CENTIMETERS
 DR5321_MAGNETIC: I = MARKER IS A STEEL ROD
 DR5321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5321+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 DR5321_ROD/PIPE-DEPTH: 14.9 meters
 DR5321
 DR5321  HISTORY     - Date     Condition        Report By
 DR5321  HISTORY     - 1976     MONUMENTED       NOS
 DR5321  HISTORY     - 20181105 GOOD             NJGS
 DR5321
 DR5321                          STATION DESCRIPTION
 DR5321
 DR5321'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5321'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) NORTH OF ASBURY PARK, 10.6
 DR5321'MI (17.1 KM) EAST-SOUTHEAST OF KEYPORT AND 5.0 MI (8.0 KM)
 DR5321'NORTH-NORTHWEST OF LONG BRANCH, IN RUMSON.
 DR5321'
 DR5321'TO REACH FROM THE END OF THE OCEANIC BRIDGE OVER THE NAVESINK RIVER,
 DR5321'GO 0.15 MI (0.24 KM) SOUTH-SOUTHEAST ON BINGHAM AVENUE (COUNTY ROUTE
 DR5321'8A) TO THE JUNCTION WITH EAST RIVER ROAD (COUNTY ROUTE 10).  TURN
 DR5321'RIGHT AND GO 0.25 MI (0.40 KM) WEST-SOUTHWEST ON RIVER ROAD TO THE
 DR5321'STATION ON THE LEFT.
 DR5321'
 DR5321'THE MARK IS LOCATED ON THE SOUTHEAST CORNER OF THE JUNCTION OF RIVER
 DR5321'ROAD AND SECOND STREET, ABOUT 120 FT (36.6 M) WEST OF THE NORTHWEST
 DR5321'CORNER OF NUMBER 47 RIVER ROAD, THE MC COY BUILDING, 15.2 FT (4.6 M)
 DR5321'SOUTHEAST OF THE CURB OF RIVER ROAD, 13.7 FT (4.2 M) NORTHEAST OF THE
 DR5321'CURB OF SECOND STREET, 13.2 FT (4.0 M) FROM POLE NUMBER BT60055RM,
 DR5321'31.8 FT (9.7 M) NORTHWEST OF THE CENTERLINE OF THE EXIT DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5318 ***********************************************************************
 DR5318  DESIGNATION -  853 1753 NO 1
 DR5318  PID         -  DR5318
 DR5318  STATE/COUNTY-  NJ/MONMOUTH
 DR5318  COUNTRY     -  US
 DR5318  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5318
 DR5318                         *CURRENT SURVEY CONTROL
 DR5318  ______________________________________________________________________
 DR5318* NAD 83(1986) POSITION- 40 22 37.22   (N) 074 00 46.37   (W)   HD_HELD1
 DR5318* NAVD 88 ORTHO HEIGHT -     1.799 (meters)        5.90  (feet) ADJUSTED
 DR5318  ______________________________________________________________________
 DR5318  GEOID HEIGHT    -        -32.573 (meters)                     GEOID18
 DR5318  DYNAMIC HEIGHT  -          1.799 (meters)        5.90  (feet) COMP
 DR5318  MODELED GRAVITY -    980,190.6   (mgal)                       NAVD 88
 DR5318
 DR5318  VERT ORDER      -  FIRST     CLASS II
 DR5318
 DR5318.The horizontal coordinates were determined by differentially corrected
 DR5318.hand held GPS observations or other comparable positioning techniques
 DR5318.and have an estimated accuracy of +/- 3 meters.
 DR5318
 DR5318.The orthometric height was determined by differential leveling and
 DR5318.adjusted by the NATIONAL GEODETIC SURVEY
 DR5318.in July 2020.
 DR5318
 DR5318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5318.GEOID18 height accuracy estimate available here.
 DR5318
 DR5318.Click photographs - Photos may exist for this station.
 DR5318
 DR5318.The dynamic height is computed by dividing the NAVD 88
 DR5318.geopotential number by the normal gravity value computed on the
 DR5318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5318.degrees latitude (g = 980.6199 gals.).
 DR5318
 DR5318.The modeled gravity was interpolated from observed gravity values.
 DR5318
 DR5318;                    North         East    Units  Estimated Accuracy
 DR5318;SPC NJ       -   171,486.2     191,363.3     MT  (+/- 3 meters HH1 GPS) 
 DR5318
 DR5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8379570070(NAD 83)
 DR5318
 DR5318                          SUPERSEDED SURVEY CONTROL
 DR5318
 DR5318.No superseded survey control is available for this station.
 DR5318
 DR5318_MARKER: DB = BENCH MARK DISK
 DR5318_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 DR5318_STAMPING: NO 1 1934
 DR5318_MARK LOGO: CGS
 DR5318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5318+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2021
 DR5318
 DR5318  HISTORY     - Date     Condition        Report By
 DR5318  HISTORY     - 1934     MONUMENTED       CGS
 DR5318  HISTORY     - 20181105 GOOD             NJGS
 DR5318  HISTORY     - 20211028 GOOD             NJGS
 DR5318
 DR5318                          STATION DESCRIPTION
 DR5318
 DR5318'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5318'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTH OF ASBURY PARK, 10.6
 DR5318'MI (17.1 KM) EAST-SOUTHEAST OF KEYPORT AND 5.1 MI (8.2 KM)
 DR5318'NORTH-NORTHWEST OF LONG BRANCH, IN RUMSON.
 DR5318'
 DR5318'TO REACH FROM THE END OF THE OCEANIC BRIDGE OVER THE NAVESINK RIVER,
 DR5318'GO 0.1 MI (0.2 KM) SOUTH-SOUTHEAST ON BINGHAM AVENUE (COUNTY ROUTE 8A)
 DR5318'TO THE T-JUNCTION WITH HUNT STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM)
 DR5318'SOUTHWEST ON HUNT STREET TO THE T-JUNCTION WITH LAFAYETTE STREET.
 DR5318'TURN RIGHT AND GO 0.05 MI (0.08 KM) NORTHWEST ON LAFAYETTE STREET TO
 DR5318'THE END AND THE STATION ON THE LEFT.
 DR5318'
 DR5318'THE STATION IS AT THE NORTHWEST CORNER OF A POST-RAIL FENCE, 24.5 FT
 DR5318'(7.5 M) SOUTHWEST OF THE CENTERLINE OF LAFAYETTE NAVESINK, 23 FT (7.0
 DR5318'M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BULKHEAD, 13.8 FT
 DR5318'(4.2 M) NORTHWEST OF AN INLET, 6.7 FT (2.0 M) NORTHEAST OF THE
 DR5318'SOUTHWEST BULKHEAD, 121 FT (36.9 M) NORTH-NORTHWEST OF POLE NUMBER
 DR5318'JC448RN.
 DR5318'
 DR5318'THE STATION IS UNDER THE FENCE, PROJECTING 12 INCHES (30 CM) ABOVE THE
 DR5318'GROUND.
 DR5318
 DR5318                          STATION RECOVERY (2021)
 DR5318
 DR5318'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DR5318'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTH OF ASBURY PARK, 10.6
 DR5318'MI (17.1 KM) EAST-SOUTHEAST OF KEYPORT AND 5.1 MI (8.2 KM)
 DR5318'NORTH-NORTHWEST OF LONG BRANCH.
 DR5318'
 DR5318'TO REACH FROM THE END OF THE OCEANIC BRIDGE OVER THE NAVESINK RIVER,
 DR5318'GO 0.16 MI (0.26 KM).  SOUTH-SOUTHEAST ON BINGHAM AVENUE (COUNTY ROUTE
 DR5318'8A) TO THE JUNCTION WITH RIVER ROAD.  TURN RIGHT AND GO 0.10 MI (0.16
 DR5318'KM).  SOUTHWEST ON RIVER ROAD TO JUNCTION WITH LAFAYETTE STREET.  TURN
 DR5318'RIGHT AND GO 0.12 MI (0.19 KM) NORTH-NORTHWEST ON LAFAYETTE STREET TO
 DR5318'THE STATION ON THE LEFT.
 DR5318'
 DR5318'THE STATION IS AT THE NORTHWEST CORNER OF A POST AND RAIL FENCE.  IT
 DR5318'IS 121 FT (36.9 M) NORTH-NORTHWEST OF POLE NUMBER JC448RN, 24.5 FT
 DR5318'(7.5 M) SOUTHWEST OF THE EXTENDED CENTERLINE OF LAFAYETTE STREET, 23
 DR5318'FT (7.0 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BULKHEAD,
 DR5318'6.7 FT (2.0 M) NORTHEAST OF THE SOUTHWEST BULKHEAD AND PROJECTING 12
 DR5318'INCHES (30 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8472 ***********************************************************************
 AI8472  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8472  DESIGNATION -  853 1804 C TIDAL
 AI8472  PID         -  AI8472
 AI8472  STATE/COUNTY-  NJ/MONMOUTH
 AI8472  COUNTRY     -  US
 AI8472  USGS QUAD   -  LONG BRANCH EAST (2019)
 AI8472
 AI8472                         *CURRENT SURVEY CONTROL
 AI8472  ______________________________________________________________________
 AI8472* NAD 83(1986) POSITION- 40 21 40.     (N) 073 58 48.     (W)   SCALED
 AI8472* NAVD 88 ORTHO HEIGHT -     1.919 (meters)        6.30  (feet) ADJUSTED
 AI8472  ______________________________________________________________________
 AI8472  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 AI8472  DYNAMIC HEIGHT  -          1.918 (meters)        6.29  (feet) COMP
 AI8472  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 AI8472
 AI8472  VERT ORDER      -  FIRST     CLASS II
 AI8472
 AI8472.The horizontal coordinates were scaled from a map and have
 AI8472.an estimated accuracy of +/- 6 seconds.
 AI8472
 AI8472.The orthometric height was determined by differential leveling and
 AI8472.adjusted by the NATIONAL GEODETIC SURVEY
 AI8472.in March 2001.
 AI8472
 AI8472.No vertical observational check was made to the station.
 AI8472
 AI8472.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8472.GEOID18 height accuracy estimate available here.
 AI8472
 AI8472.This Tidal Bench Mark is designated as VM 12423
 AI8472.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8472
 AI8472.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK866683(NAD 83)
 AI8472
 AI8472                          SUPERSEDED SURVEY CONTROL
 AI8472
 AI8472.No superseded survey control is available for this station.
 AI8472
 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: I = MARKER IS A STEEL ROD
 AI8472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8472+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2015
 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  HISTORY     - 20150817 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.
 AI8472
 AI8472                          STATION RECOVERY (2015)
 AI8472
 AI8472'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 AI8472'THE STATION IS LOCATED ABOUT 12.6 MI (20.3 KM) EAST-SOUTHEAST FROM THE
 AI8472'BOROUGH OF KEYPORT, 9.9 MI (15.9 KM) NORTH FROM THE CITY OF ASBURY
 AI8472'PARK AND 4.0 MI (6.4 KM) NORTH FROM THE CITY OF LONG BRANCH AND IN THE
 AI8472'BOROUGH OF SEA BRIGHT.
 AI8472'
 AI8472'THE STATION WAS RECOVERED WITH THE FOLLOWING CHANGES.  THE STATION IS
 AI8472'NOW LOCATED BENEATH AN EVERGREEN TREE.  THE POLICE HEADQUARTERS
 AI8472'BUILDING MENTIONED IN THE PREVIOUS RECOVERY IS IN THE PROCESS OF BEING
 AI8472'DEMOLISHED AND REBUILT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8471 ***********************************************************************
 AI8471  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8471  DESIGNATION -  853 1804 D TIDAL
 AI8471  PID         -  AI8471
 AI8471  STATE/COUNTY-  NJ/MONMOUTH
 AI8471  COUNTRY     -  US
 AI8471  USGS QUAD   -  LONG BRANCH EAST (2019)
 AI8471
 AI8471                         *CURRENT SURVEY CONTROL
 AI8471  ______________________________________________________________________
 AI8471* NAD 83(1986) POSITION- 40 21 56.35   (N) 073 58 28.59   (W)   HD_HELD1
 AI8471* NAVD 88 ORTHO HEIGHT -     1.184 (meters)        3.88  (feet) ADJUSTED
 AI8471  ______________________________________________________________________
 AI8471  GEOID HEIGHT    -        -32.650 (meters)                     GEOID18
 AI8471  DYNAMIC HEIGHT  -          1.184 (meters)        3.88  (feet) COMP
 AI8471  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 AI8471
 AI8471  VERT ORDER      -  FIRST     CLASS II
 AI8471
 AI8471.The horizontal coordinates were determined by differentially corrected
 AI8471.hand held GPS observations or other comparable positioning techniques
 AI8471.and have an estimated accuracy of +/- 3 meters.
 AI8471
 AI8471.The orthometric height was determined by differential leveling and
 AI8471.adjusted by the NATIONAL GEODETIC SURVEY
 AI8471.in March 2001.
 AI8471
 AI8471.No vertical observational check was made to the station.
 AI8471
 AI8471.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8471.GEOID18 height accuracy estimate available here.
 AI8471
 AI8471.This Tidal Bench Mark is designated as VM 2574
 AI8471.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8471
 AI8471.Click photographs - Photos may exist for this station.
 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       -   170,244.3     194,620.6     MT  (+/- 3 meters HH1 GPS) 
 AI8471
 AI8471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8705968846(NAD 83)
 AI8471
 AI8471                          SUPERSEDED SURVEY CONTROL
 AI8471
 AI8471.No superseded survey control is available for this station.
 AI8471
 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 - August 27, 2025
 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  HISTORY     - 20181024 GOOD             NJGS
 AI8471  HISTORY     - 20250827 SEE DESCRIPTION  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.
 AI8471
 AI8471                          STATION RECOVERY (2018)
 AI8471
 AI8471'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 AI8471'RECOVERED AS DESCRIBED.
 AI8471
 AI8471                          STATION RECOVERY (2025)
 AI8471
 AI8471'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 AI8471'THIS MARK IS SET IN THE ROUTE 520 BRIDGE THAT SPANS THE SHREWSBURY
 AI8471'RIVER.  IT WILL BE DESTROYED WHEN THE BRIDGE IS DEMOLISHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5302 ***********************************************************************
 DR5302  DESIGNATION -  853 1833 B
 DR5302  PID         -  DR5302
 DR5302  STATE/COUNTY-  NJ/MONMOUTH
 DR5302  COUNTRY     -  US
 DR5302  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5302
 DR5302                         *CURRENT SURVEY CONTROL
 DR5302  ______________________________________________________________________
 DR5302* NAD 83(1986) POSITION- 40 21 10.97   (N) 074 03 55.82   (W)   HD_HELD1
 DR5302* NAVD 88 ORTHO HEIGHT -     5.356 (meters)       17.57  (feet) ADJUSTED
 DR5302  ______________________________________________________________________
 DR5302  GEOID HEIGHT    -        -32.506 (meters)                     GEOID18
 DR5302  DYNAMIC HEIGHT  -          5.353 (meters)       17.56  (feet) COMP
 DR5302  MODELED GRAVITY -    980,200.6   (mgal)                       NAVD 88
 DR5302
 DR5302  VERT ORDER      -  FIRST     CLASS II
 DR5302
 DR5302.The horizontal coordinates were determined by differentially corrected
 DR5302.hand held GPS observations or other comparable positioning techniques
 DR5302.and have an estimated accuracy of +/- 3 meters.
 DR5302
 DR5302.The orthometric height was determined by differential leveling and
 DR5302.adjusted by the NATIONAL GEODETIC SURVEY
 DR5302.in July 2020.
 DR5302
 DR5302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5302.GEOID18 height accuracy estimate available here.
 DR5302
 DR5302.Click photographs - Photos may exist for this station.
 DR5302
 DR5302.The dynamic height is computed by dividing the NAVD 88
 DR5302.geopotential number by the normal gravity value computed on the
 DR5302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5302.degrees latitude (g = 980.6199 gals.).
 DR5302
 DR5302.The modeled gravity was interpolated from observed gravity values.
 DR5302
 DR5302;                    North         East    Units  Estimated Accuracy
 DR5302;SPC NJ       -   168,802.8     186,907.7     MT  (+/- 3 meters HH1 GPS) 
 DR5302
 DR5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7935667362(NAD 83)
 DR5302
 DR5302                          SUPERSEDED SURVEY CONTROL
 DR5302
 DR5302.No superseded survey control is available for this station.
 DR5302
 DR5302_MARKER: DJ = TIDAL STATION DISK
 DR5302_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR5302_STAMPING: 1833 B 1976
 DR5302_MARK LOGO: NOS
 DR5302_PROJECTION: FLUSH
 DR5302_MAGNETIC: I = MARKER IS A STEEL ROD
 DR5302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5302+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2019
 DR5302_ROD/PIPE-DEPTH: 7.9 meters
 DR5302
 DR5302  HISTORY     - Date     Condition        Report By
 DR5302  HISTORY     - 1976     MONUMENTED       NOS
 DR5302  HISTORY     - 20190103 GOOD             NJGS
 DR5302
 DR5302                          STATION DESCRIPTION
 DR5302
 DR5302'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (JWB)
 DR5302'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH-NORTHWEST OF ASBURY
 DR5302'PARK, 9.0 MI (14.5 KM) SOUTHEAST OF KEYPORT AND 5.1 MI (8.2 KM)
 DR5302'NORTHWEST OF LONG BRANCH, IN RED BANK.
 DR5302'
 DR5302'THE STATION IS AT THE SOUTHEAST CORNER OF MARINE PARK, ABOUT 160 FT
 DR5302'(48.8 M) WEST OF THE CENTERLINE JUNCTION OF UNION STREET/RIVERVIEW
 DR5302'PLAZA AND WHARF AVENUE.
 DR5302'
 DR5302'THE STATION IS 53 FT (16.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DR5302'CHAIN LINK FENCE SURROUNDING AN ABANDONED TENNIS COURT, 7.8 FT (2.4 M)
 DR5302'NORTH OF POLE NUMBER JC885RBK, 9.7 FT (3.0 M) WEST OF THE WEST CURB OF
 DR5302'THE PARKING LOT, 9.8 FT (3.0 M) EAST OF THE CENTERLINE OF THE PATH
 DR5302'LEADING TO THE PLAYGROUND, 9 FT (2.7 M) NORTH OF THE NORTH CURB OF
 DR5302'UNION STREET.
 DR5302'
 DR5302'THE STATION IS PART OF THE NEW JERSEY TIDAL SYSTEM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5349 ***********************************************************************
 DR5349  DESIGNATION -  853 1925 E
 DR5349  PID         -  DR5349
 DR5349  STATE/COUNTY-  NJ/MONMOUTH
 DR5349  COUNTRY     -  US
 DR5349  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5349
 DR5349                         *CURRENT SURVEY CONTROL
 DR5349  ______________________________________________________________________
 DR5349* NAD 83(1986) POSITION- 40 19 30.83   (N) 074 00 56.93   (W)   HD_HELD1
 DR5349* NAVD 88 ORTHO HEIGHT -     1.183 (meters)        3.88  (feet) ADJUSTED
 DR5349  ______________________________________________________________________
 DR5349  GEOID HEIGHT    -        -32.648 (meters)                     GEOID18
 DR5349  DYNAMIC HEIGHT  -          1.182 (meters)        3.88  (feet) COMP
 DR5349  MODELED GRAVITY -    980,185.1   (mgal)                       NAVD 88
 DR5349
 DR5349  VERT ORDER      -  FIRST     CLASS II
 DR5349
 DR5349.The horizontal coordinates were determined by differentially corrected
 DR5349.hand held GPS observations or other comparable positioning techniques
 DR5349.and have an estimated accuracy of +/- 3 meters.
 DR5349
 DR5349.The orthometric height was determined by differential leveling and
 DR5349.adjusted by the NATIONAL GEODETIC SURVEY
 DR5349.in July 2020.
 DR5349
 DR5349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5349.GEOID18 height accuracy estimate available here.
 DR5349
 DR5349.Click photographs - Photos may exist for this station.
 DR5349
 DR5349.The dynamic height is computed by dividing the NAVD 88
 DR5349.geopotential number by the normal gravity value computed on the
 DR5349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5349.degrees latitude (g = 980.6199 gals.).
 DR5349
 DR5349.The modeled gravity was interpolated from observed gravity values.
 DR5349
 DR5349;                    North         East    Units  Estimated Accuracy
 DR5349;SPC NJ       -   165,736.2     191,145.7     MT  (+/- 3 meters HH1 GPS) 
 DR5349
 DR5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8361064320(NAD 83)
 DR5349
 DR5349                          SUPERSEDED SURVEY CONTROL
 DR5349
 DR5349.No superseded survey control is available for this station.
 DR5349
 DR5349_MARKER: DJ = TIDAL STATION DISK
 DR5349_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR5349_STAMPING: 1925 E 1976
 DR5349_MARK LOGO: NOS
 DR5349_PROJECTION: RECESSED 15 CENTIMETERS
 DR5349_MAGNETIC: I = MARKER IS A STEEL ROD
 DR5349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5349+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5349_ROD/PIPE-DEPTH: 9.8 meters
 DR5349
 DR5349  HISTORY     - Date     Condition        Report By
 DR5349  HISTORY     - 1976     MONUMENTED       NOS
 DR5349  HISTORY     - 20181218 GOOD             NJGS
 DR5349
 DR5349                          STATION DESCRIPTION
 DR5349
 DR5349'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5349'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHEAST OF FARMINGDALE,
 DR5349'7.2 MI (11.6 KM) NORTH OF ASBURY PARK AND 1.9 MI (3.1 KM) NORTHWEST OF
 DR5349'LONG BRANCH, IN OCEANPORT.
 DR5349'
 DR5349'TO REACH FROM THE POST OFFICE AND MUNICIPAL BUILDING COMPLEX IN LITTLE
 DR5349'SILVER, GO 0.1 MI (0.2 KM) NORTHWEST ON PROSPECT AVENUE.  TURN RIGHT
 DR5349'AND GO 0.45 MI (0.72 KM) NORTHEAST ON RUMSON ROAD (COUNTY ROUTE 520)
 DR5349'TO THE JUNCTION WITH SEVEN BRIDGES ROAD.  TURN RIGHT AND GO 1.75 MI
 DR5349'(2.82 KM) SOUTHEAST ON SEVEN BRIDGE ROAD TO THE JUNCTION WITH
 DR5349'GOOSENECK POINT ROAD.  TURN LEFT AND GO 0.15 MI (0.24 KM) NORTHEAST TO
 DR5349'THE STATION ON THE RIGHT.
 DR5349'
 DR5349'THE STATION IS ALSO 0.15 MI (0.24 KM) NORTH-NORTHWEST ALONG MYRTLE
 DR5349'AVENUE FROM THE JUNCTION WITH MONMOUTH BOULEVARD.  TURN RIGHT ONTO
 DR5349'GOOSENECK POINT ROAD AND GO 0.15 MI (0.24 KM) NORTHEAST TO THE STATION
 DR5349'ON THE RIGHT.
 DR5349'
 DR5349'THE STATION IS IS LOCATED A TRIANGULAR SHAPED GRASS ISLAND AT THE
 DR5349'T-JUNCTION OF GOOSENECK POINT ROAD AND SHORE ROAD, 21 FT (6.4 M) EAST
 DR5349'OF THE SHORE ROAD EXIT LANE, 20 FT (6.1 M) NORTH OF THE SHORE ROAD
 DR5349'ENTRANCE LANE, 26 FT (7.9 M) SOUTHEAST OF THE CENTERLINE OF GOOSENECK
 DR5349'POINT ROAD, 39 FT (11.9 M) SOUTHEAST OF THE NORTHEAST CURB OF
 DR5349'GOOSENECK POINT ROAD, 79 FT (24.1 M) SOUTH-SOUTHWEST OF POLE NUMBER
 DR5349'60008, 23 FT (7.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF AN INLET IN
 DR5349'THE EXIT LANE PAVING OF SHORE ROAD, 46.3 FT (14.1 M) NORTHEAST OF POLE
 DR5349'NUMBER BT60007OPT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5348 ***********************************************************************
 DR5348  DESIGNATION -  853 1925 G
 DR5348  PID         -  DR5348
 DR5348  STATE/COUNTY-  NJ/MONMOUTH
 DR5348  COUNTRY     -  US
 DR5348  USGS QUAD   -  LONG BRANCH WEST (2016)
 DR5348
 DR5348                         *CURRENT SURVEY CONTROL
 DR5348  ______________________________________________________________________
 DR5348* NAD 83(1986) POSITION- 40 19 25.77   (N) 074 01 06.12   (W)   HD_HELD1
 DR5348* NAVD 88 ORTHO HEIGHT -     4.424 (meters)       14.51  (feet) ADJUSTED
 DR5348  ______________________________________________________________________
 DR5348  GEOID HEIGHT    -        -32.646 (meters)                     GEOID18
 DR5348  DYNAMIC HEIGHT  -          4.422 (meters)       14.51  (feet) COMP
 DR5348  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 DR5348
 DR5348  VERT ORDER      -  FIRST     CLASS II
 DR5348
 DR5348.The horizontal coordinates were determined by differentially corrected
 DR5348.hand held GPS observations or other comparable positioning techniques
 DR5348.and have an estimated accuracy of +/- 3 meters.
 DR5348
 DR5348.The orthometric height was determined by differential leveling and
 DR5348.adjusted by the NATIONAL GEODETIC SURVEY
 DR5348.in July 2020.
 DR5348
 DR5348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5348.GEOID18 height accuracy estimate available here.
 DR5348
 DR5348.Click photographs - Photos may exist for this station.
 DR5348
 DR5348.The dynamic height is computed by dividing the NAVD 88
 DR5348.geopotential number by the normal gravity value computed on the
 DR5348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5348.degrees latitude (g = 980.6199 gals.).
 DR5348
 DR5348.The modeled gravity was interpolated from observed gravity values.
 DR5348
 DR5348;                    North         East    Units  Estimated Accuracy
 DR5348;SPC NJ       -   165,578.9     190,929.6     MT  (+/- 3 meters HH1 GPS) 
 DR5348
 DR5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8339564161(NAD 83)
 DR5348
 DR5348                          SUPERSEDED SURVEY CONTROL
 DR5348
 DR5348.No superseded survey control is available for this station.
 DR5348
 DR5348_MARKER: DJ = TIDAL STATION DISK
 DR5348_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR5348_SP_SET: ABUTMENT
 DR5348_STAMPING: 1925 G 1976
 DR5348_MARK LOGO: NOS
 DR5348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR5348+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 DR5348
 DR5348  HISTORY     - Date     Condition        Report By
 DR5348  HISTORY     - 1976     MONUMENTED       NOS
 DR5348  HISTORY     - 20181218 GOOD             NJGS
 DR5348
 DR5348                          STATION DESCRIPTION
 DR5348
 DR5348'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5348'THE MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) NORTHEAST OF FARMINGDALE,
 DR5348'7.2 MI (11.6 KM) NORTH OF ASBURY PARK AND 1.9 MI (3.1 KM) NORTHWEST OF
 DR5348'LONG BRANCH, IN OCEANPORT.
 DR5348'
 DR5348'TO REACH FROM THE POST OFFICE AND MUNICIPAL BUILDING COMPLEX IN LITTLE
 DR5348'SILVER, GO 0.1 MI (0.2 KM) NORTHWEST ON PROSPECT AVENUE.  TURN RIGHT
 DR5348'AND GO 0.45 MI (0.72 KM) NORTHEAST ON RUMSON ROAD (COUNTY ROUTE 520)
 DR5348'TO THE JUNCTION WITH SEVEN BRIDGES ROAD.  TURN RIGHT AND GO 1.7 MI
 DR5348'(2.7 KM) SOUTHEAST ON SEVEN BRIDGE ROAD TO THE STATION ON THE LEFT.
 DR5348'
 DR5348'THE STATION IS ALSO 0.15 MI (0.24 KM) NORTH-NORTHWEST ALONG MYRTLE
 DR5348'AVENUE FROM THE JUNCTION WITH MONMOUTH BOULEVARD.
 DR5348'
 DR5348'THE STATION IS IS LOCATED IN THE NORTHEAST SIDEWALK AREA AT THE
 DR5348'SOUTHEAST END OF THE GOOSENECK BRIDGE SPANNING THE SHREWSBURY RIVER, 3
 DR5348'FT (0.9 M) NORTHWEST OF THE SOUTH OF THE CONCRETE BALUSTRADE (NAME
 DR5348'PLATE), 1.8 FT (0.5 M) NORTHEAST OF THE EAST CURB, 95 FT (29.0 M)
 DR5348'NORTHEAST OF THE CENTERLINE OF GOOSENECK POINT ROAD, 28.6 FT (8.7 M)
 DR5348'SOUTHEAST OF A LIGHT POLE, 17 FT (5.2 M) NORTHEAST OF THE CENTERLINE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6971 ***********************************************************************
 DM6971  DESIGNATION -  853 1942 B TIDAL
 DM6971  PID         -  DM6971
 DM6971  STATE/COUNTY-  NJ/MONMOUTH
 DM6971  COUNTRY     -  US
 DM6971  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6971
 DM6971                         *CURRENT SURVEY CONTROL
 DM6971  ______________________________________________________________________
 DM6971* NAD 83(1986) POSITION- 40 19 36.36   (N) 073 59 41.04   (W)   HD_HELD1
 DM6971* NAVD 88 ORTHO HEIGHT -     2.085 (meters)        6.84  (feet) ADJUSTED
 DM6971  ______________________________________________________________________
 DM6971  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 DM6971  DYNAMIC HEIGHT  -          2.084 (meters)        6.84  (feet) COMP
 DM6971  MODELED GRAVITY -    980,179.1   (mgal)                       NAVD 88
 DM6971
 DM6971  VERT ORDER      -  FIRST     CLASS II
 DM6971
 DM6971.The horizontal coordinates were determined by differentially corrected
 DM6971.hand held GPS observations or other comparable positioning techniques
 DM6971.and have an estimated accuracy of +/- 3 meters.
 DM6971
 DM6971.The orthometric height was determined by differential leveling and
 DM6971.adjusted by the NATIONAL GEODETIC SURVEY
 DM6971.in May 2011.
 DM6971
 DM6971.No vertical observational check was made to the station.
 DM6971
 DM6971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6971.GEOID18 height accuracy estimate available here.
 DM6971
 DM6971.Click photographs - Photos may exist for this station.
 DM6971
 DM6971.The dynamic height is computed by dividing the NAVD 88
 DM6971.geopotential number by the normal gravity value computed on the
 DM6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6971.degrees latitude (g = 980.6199 gals.).
 DM6971
 DM6971.The modeled gravity was interpolated from observed gravity values.
 DM6971
 DM6971;                    North         East    Units  Estimated Accuracy
 DM6971;SPC NJ       -   165,916.7     192,936.1     MT  (+/- 3 meters HH1 GPS) 
 DM6971
 DM6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8539964511(NAD 83)
 DM6971
 DM6971                          SUPERSEDED SURVEY CONTROL
 DM6971
 DM6971.No superseded survey control is available for this station.
 DM6971
 DM6971_MARKER: DJ = TIDAL STATION DISK
 DM6971_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM6971_STAMPING: 1942 B TIDAL
 DM6971_MARK LOGO: NOS
 DM6971_PROJECTION: RECESSED 30 CENTIMETERS
 DM6971_MAGNETIC: I = MARKER IS A STEEL ROD
 DM6971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6971+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DM6971_ROD/PIPE-DEPTH: 7.3 meters
 DM6971
 DM6971  HISTORY     - Date     Condition        Report By
 DM6971  HISTORY     - 1976     MONUMENTED       NOS
 DM6971  HISTORY     - 20080507 GOOD             NJGS
 DM6971  HISTORY     - 20180627 GOOD             NJGS
 DM6971
 DM6971                          STATION DESCRIPTION
 DM6971
 DM6971'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6971'THE STATION IS LOCATED IN LONG BRANCH, AT THE PATTEN POINT YACHT CLUB.
 DM6971'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE (STATE ROUTE
 DM6971'36) AND BEACH ROAD, GO 0.4 MI (0.6 KM) WEST ON BEACH ROAD TO THE
 DM6971'JUNCTION WITH RIVERDALE AVENUE.  TURN RIGHT AND GO 0.05 MI (0.1 KM)
 DM6971'NORTH TO WESLEY STREET.  TURN LEFT AND GO 0.3 MI (0.5 KM) EAST TO THE
 DM6971'JUNCTION WITH PATTEN AVENUE.  TURN LEFT AND GO 0.45 MI (0.7 KM) SOUTH
 DM6971'TO THE JUNCTION WITH RENWICK PLACE.  TURN RIGHT AND GO ABOUT 600 FT
 DM6971'(182.9 M) EAST ON RENWICK PLACE TO THE DRIVEWAY LEADING LONG BRANCH
 DM6971'ICE BOAT YACHT CLUB.
 DM6971'
 DM6971'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE DRIVE, 1.8 FT
 DM6971'(0.5 M) EAST OF THE EAST POLE FOR THE SIGN OF THE YACHT CLUB, 7.8 FT
 DM6971'(2.4 M) NORTHEAST OF A WATER METER, 6.9 FT (2.1 M) NORTHWEST OF A FIRE
 DM6971'HYDRANT, 25.5 NORTH-NORTHEAST OF THE CENTERLINE OF RENWICK PLACE, 24.4
 DM6971'FT (7.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE DRIVE TO THE YACHT
 DM6971'CLUB, 49.0 FT (14.9 M) NORTHEAST OF POLE WITH NO NUMBER, 49.0 FT (14.9
 DM6971'M) SOUTHEAST OF POLE NUMBER BT2409.
 DM6971'
 DM6971'THE STATION WAS UNDER A GREEN CHANNEL MARKER CAN USED AS DECORATION.
 DM6971'THE CAN CAN BE REMOVED TO GAIN ACCESS TO THE STATION.
 DM6971
 DM6971                          STATION RECOVERY (2018)
 DM6971
 DM6971'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6971'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTHEAST OF
 DM6971'FARMINGDALE, 7.5 MI (12.1 KM) NORTH OF ASBURY PARK, IN LONG BRANCH, ON
 DM6971'THE PROPERTY OF THE PATTEN POINT YACHT CLUB, LOCATED AT THE POINT
 DM6971'BETWEEN THE THE MANHASSETT AND BRANCHPORT CREEKS.
 DM6971'
 DM6971'TO REACH FROM THE INTERSECTION OF (NEW JERSEY STATE ROUTE 36) JOLINE
 DM6971'AVENUE AND FLORENCE AVENUE, GO 0.6 MI (1.0 KM) NORTHWEST ON FLORENCE
 DM6971'AVENUE TO THE JUNCTION WITH PATTEN AVENUE.  TURN RIGHT AND GO 0.5 MI
 DM6971'(0.8 KM) NORTH ON PATTEN AVENUE TO THE T-JUNCTION WITH RENWICK PLACE.
 DM6971'TURN LEFT AND GO 0.1 MI (0.2 KM) WEST ON RENWICK PLACE TO THE JUNCTION
 DM6971'OF MARINE PLACE AND RENWICK PLACE AND THE STATION ON THE RIGHT.
 DM6971'
 DM6971'THE STATION IS ON THE NORTHEAST CORNER OF THE JUNCTION, 8 FT (2.4 M)
 DM6971'SOUTHEAST OF A SQUARE METAL POST SUPPORTING 4 CAMERAS, 9.5 FT (2.9 M)
 DM6971'WEST OF THE NORTHERLY OF 3 PILES USED AS THE NORTH LEG FOR THE MARINA
 DM6971'SIGN, 25 FT (7.6 M) EAST OF THE CENTERLINE OF MARINE PLACE, 11 FT (3.4
 DM6971'M) NORTH OF THE NORTH EDGE OF PAVING OF RENWICK PLACE, 6.9 FT (2.1 M)
 DM6971'NORTHWEST OF A FIRE HYDRANT, 49 FT (14.9 M) EAST OF POLE, 9.8 FT (3.0
 DM6971'M) EAST OF THE STREET SIGN, 1 FT (0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6970 ***********************************************************************
 DM6970  DESIGNATION -  853 1942 D TIDAL
 DM6970  PID         -  DM6970
 DM6970  STATE/COUNTY-  NJ/MONMOUTH
 DM6970  COUNTRY     -  US
 DM6970  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6970
 DM6970                         *CURRENT SURVEY CONTROL
 DM6970  ______________________________________________________________________
 DM6970* NAD 83(1986) POSITION- 40 19 37.75   (N) 073 59 37.32   (W)   HD_HELD1
 DM6970* NAVD 88 ORTHO HEIGHT -     2.590 (meters)        8.50  (feet) ADJUSTED
 DM6970  ______________________________________________________________________
 DM6970  GEOID HEIGHT    -        -32.682 (meters)                     GEOID18
 DM6970  DYNAMIC HEIGHT  -          2.588 (meters)        8.49  (feet) COMP
 DM6970  MODELED GRAVITY -    980,179.0   (mgal)                       NAVD 88
 DM6970
 DM6970  VERT ORDER      -  FIRST     CLASS II
 DM6970
 DM6970.The horizontal coordinates were determined by differentially corrected
 DM6970.hand held GPS observations or other comparable positioning techniques
 DM6970.and have an estimated accuracy of +/- 3 meters.
 DM6970
 DM6970.The orthometric height was determined by differential leveling and
 DM6970.adjusted by the NATIONAL GEODETIC SURVEY
 DM6970.in May 2011.
 DM6970
 DM6970.No vertical observational check was made to the station.
 DM6970
 DM6970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6970.GEOID18 height accuracy estimate available here.
 DM6970
 DM6970.Click photographs - Photos may exist for this station.
 DM6970
 DM6970.The dynamic height is computed by dividing the NAVD 88
 DM6970.geopotential number by the normal gravity value computed on the
 DM6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6970.degrees latitude (g = 980.6199 gals.).
 DM6970
 DM6970.The modeled gravity was interpolated from observed gravity values.
 DM6970
 DM6970;                    North         East    Units  Estimated Accuracy
 DM6970;SPC NJ       -   165,960.1     193,023.7     MT  (+/- 3 meters HH1 GPS) 
 DM6970
 DM6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8548664554(NAD 83)
 DM6970
 DM6970                          SUPERSEDED SURVEY CONTROL
 DM6970
 DM6970.No superseded survey control is available for this station.
 DM6970
 DM6970_MARKER: DJ = TIDAL STATION DISK
 DM6970_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6970_SP_SET: SWIMMING POOL RIM
 DM6970_STAMPING: 1942 D 1976
 DM6970_MARK LOGO: NOS
 DM6970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6970+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DM6970
 DM6970  HISTORY     - Date     Condition        Report By
 DM6970  HISTORY     - 1976     MONUMENTED       NOS
 DM6970  HISTORY     - 20080507 GOOD             NJGS
 DM6970  HISTORY     - 20180627 GOOD             NJGS
 DM6970
 DM6970                          STATION DESCRIPTION
 DM6970
 DM6970'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6970'THE STATION IS LOCATED IN LONG BRANCH, AT THE PATTEN POINT YACHT CLUB.
 DM6970'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE (STATE ROUTE
 DM6970'36) AND BEACH ROAD, GO 0.4 MI (0.6 KM) WEST ON BEACH ROAD TO THE
 DM6970'JUNCTION WITH RIVERDALE AVENUE.  TURN RIGHT AND GO 0.05 MI (0.1 KM)
 DM6970'NORTH TO WESLEY STREET.  TURN LEFT AND GO 0.3 MI (0.5 KM) EAST TO THE
 DM6970'JUNCTION WITH PATTEN AVENUE.  TURN LEFT AND GO 0.45 MI (0.7 KM) SOUTH
 DM6970'TO THE JUNCTION WITH RENWICK PLACE.  TURN RIGHT AND GO 300 FT (91.4 M)
 DM6970'TO A DRIVEWAY LEADING NORTH TOWARD THE DOCKS.  TURN RIGHT AND GO NORTH
 DM6970'TO A LARGE TREE IN THE MIDDLE OF THE CIRCULAR DRIVE.
 DM6970'
 DM6970'THE STATION IS IN THE NORTH END OF THE CONCRETE RIM FOR THE SWIMMING
 DM6970'POOL 61.5 FT (18.7 M) WEST OF THE TREE WITHIN A FENCED IN AREA, EAST
 DM6970'OF THE DIVING BOARD, 34.5 FT (10.5 M) SOUTHWEST OF THE NORTHEAST
 DM6970'CORNER OF THE CONCRETE SURROUNDING THE POOL.
 DM6970
 DM6970                          STATION RECOVERY (2018)
 DM6970
 DM6970'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6970'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTHEAST OF
 DM6970'FARMINGDALE, 7.5 MI (12.1 KM) NORTH OF ASBURY PARK, IN LONG BRANCH, ON
 DM6970'THE PROPERTY OF THE PATTEN POINT YACHT CLUB, LOCATED AT THE POINT
 DM6970'BETWEEN THE THE MANHASSETT AND BRANCHPORT CREEKS.
 DM6970'
 DM6970'TO REACH FROM THE INTERSECTION OF (NEW JERSEY STATE ROUTE 36) JOLINE
 DM6970'AVENUE AND FLORENCE AVENUE, GO 0.6 MI (1.0 KM) NORTHWEST ON FLORENCE
 DM6970'AVENUE TO THE JUNCTION WITH PATTEN AVENUE.  TURN RIGHT AND GO 0.5 MI
 DM6970'(0.8 KM) NORTH ON PATTEN AVENUE TO THE T-JUNCTION WITH RENWICK PLACE.
 DM6970'TURN LEFT AND GO 0.05 MI (0.08 KM) WEST ON RENWICK PLACE TO THE
 DM6970'ENTRANCE DRIVEWAY LEADING TO THE YACHT CLUB AND STATION IN THE POOL
 DM6970'AREA ON THE LEFT.
 DM6970'
 DM6970'THE STATION IS SET IN A DRILL HOLE IN THE NORTH RIM OF THE POOL, EAST
 DM6970'OF THE DIVING BOARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6969 ***********************************************************************
 DM6969  DESIGNATION -  853 1942 E TIDAL
 DM6969  PID         -  DM6969
 DM6969  STATE/COUNTY-  NJ/MONMOUTH
 DM6969  COUNTRY     -  US
 DM6969  USGS QUAD   -  LONG BRANCH EAST (2019)
 DM6969
 DM6969                         *CURRENT SURVEY CONTROL
 DM6969  ______________________________________________________________________
 DM6969* NAD 83(1986) POSITION- 40 19 38.10   (N) 073 59 35.57   (W)   HD_HELD1
 DM6969* NAVD 88 ORTHO HEIGHT -     2.240 (meters)        7.35  (feet) ADJUSTED
 DM6969  ______________________________________________________________________
 DM6969  GEOID HEIGHT    -        -32.683 (meters)                     GEOID18
 DM6969  DYNAMIC HEIGHT  -          2.239 (meters)        7.35  (feet) COMP
 DM6969  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 DM6969
 DM6969  VERT ORDER      -  FIRST     CLASS II
 DM6969
 DM6969.The horizontal coordinates were determined by differentially corrected
 DM6969.hand held GPS observations or other comparable positioning techniques
 DM6969.and have an estimated accuracy of +/- 3 meters.
 DM6969
 DM6969.The orthometric height was determined by differential leveling and
 DM6969.adjusted by the NATIONAL GEODETIC SURVEY
 DM6969.in May 2011.
 DM6969
 DM6969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6969.GEOID18 height accuracy estimate available here.
 DM6969
 DM6969.Click photographs - Photos may exist for this station.
 DM6969
 DM6969.The dynamic height is computed by dividing the NAVD 88
 DM6969.geopotential number by the normal gravity value computed on the
 DM6969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6969.degrees latitude (g = 980.6199 gals.).
 DM6969
 DM6969.The modeled gravity was interpolated from observed gravity values.
 DM6969
 DM6969;                    North         East    Units  Estimated Accuracy
 DM6969;SPC NJ       -   165,971.1     193,064.9     MT  (+/- 3 meters HH1 GPS) 
 DM6969
 DM6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8552864566(NAD 83)
 DM6969
 DM6969                          SUPERSEDED SURVEY CONTROL
 DM6969
 DM6969.No superseded survey control is available for this station.
 DM6969
 DM6969_MARKER: DJ = TIDAL STATION DISK
 DM6969_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM6969_STAMPING: 1942 E 1976
 DM6969_MARK LOGO: NOS
 DM6969_PROJECTION: RECESSED 30 CENTIMETERS
 DM6969_MAGNETIC: I = MARKER IS A STEEL ROD
 DM6969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6969+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 DM6969_ROD/PIPE-DEPTH: 9.1 meters
 DM6969
 DM6969  HISTORY     - Date     Condition        Report By
 DM6969  HISTORY     - 1976     MONUMENTED       NOS
 DM6969  HISTORY     - 20080507 GOOD             NJGS
 DM6969  HISTORY     - 20180627 GOOD             NJGS
 DM6969
 DM6969                          STATION DESCRIPTION
 DM6969
 DM6969'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6969'THE STATION IS LOCATED IN LONG BRANCH, AT THE PATTEN POINT YACHT CLUB.
 DM6969'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE (STATE ROUTE
 DM6969'36) AND BEACH ROAD, GO 0.4 MI (0.6 KM) WEST ON BEACH ROAD TO THE
 DM6969'JUNCTION WITH RIVERDALE AVENUE, TURN RIGHT AND GO 0.05 MI (0.1 KM)
 DM6969'NORTH TO WESLEY STREET, TURN LEFT AND GO 0.3 MI (0.5 KM) EAST TO THE
 DM6969'JUNCTION WITH PATTEN AVENUE, TURN LEFT AND GO 0.45 MI (0.7 KM) SOUTH
 DM6969'TO THE JUNCTION WITH RENWICK PLACE, TURN RIGHT AND GO 300 FT (91.4 M)
 DM6969'TO A DRIVEWAY LEADING NORTH TOWARD THE DOCKS, TURN RIGHT AND GO NORTH
 DM6969'TO A LARGE TREE IN THE MIDDLE OF THE CIRCULAR DRIVE.
 DM6969'
 DM6969'THE STATION IS ABOUT 84 FT (25.6 M) EAST OF THE TREE, 20 FT (6.1 M)
 DM6969'SOUTH OF THE BULKHEAD, 4.0 FT (1.2 M) SOUTH OF A FLAG POLE, 47.7 FT
 DM6969'(14.5 M) NORTHWEST OF THE NORTHWEST CORNER OF THE BOTTOM STEP LEADING
 DM6969'TO THE NORTH SIDE OF THE MARINA BUILDING.
 DM6969
 DM6969                          STATION RECOVERY (2018)
 DM6969
 DM6969'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DM6969'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTHEAST OF
 DM6969'FARMINGDALE, 7.5 MI (12.1 KM) NORTH OF ASBURY PARK, IN LONG BRANCH, ON
 DM6969'THE PROPERTY OF THE PATTEN POINT YACHT CLUB, LOCATED AT THE POINT
 DM6969'BETWEEN THE THE MANHASSETT AND BRANCHPORT CREEKS.
 DM6969'
 DM6969'TO REACH FROM THE INTERSECTION OF (NEW JERSEY STATE ROUTE 36) JOLINE
 DM6969'AVENUE AND FLORENCE AVENUE, GO 0.6 MI (1.0 KM) NORTHWEST ON FLORENCE
 DM6969'AVENUE TO THE JUNCTION WITH PATTEN AVENUE.  TURN RIGHT AND GO 0.5 MI
 DM6969'(0.8 KM) NORTH ON PATTEN AVENUE TO THE T-JUNCTION WITH RENWICK PLACE.
 DM6969'TURN LEFT AND GO 0.05 MI (0.08 KM) WEST ON RENWICK PLACE TO THE
 DM6969'ENTRANCE DRIVEWAY LEADING TO THE YACHT CLUB AND STATION NEAR THE DOCK
 DM6969'AREA.
 DM6969'
 DM6969'THE STATION IS 20 FT (6.1 M) SOUTH OF THE BULKHEAD, 4 FT (1.2 M) SOUTH
 DM6969'OF THE FLAG POLE, 48 FT (14.6 M) NORTHWEST OF THE NORTHWEST CORNER OF
 DM6969'THE BOTTOM STEP LEADING TO THE MARINA BUILDING, 86.5 FT (26.4 M) EAST
 DM6969'OF THE SOUTHEAST CORNER OF A UTILITY SHED IN FRONT OF B DOCK, 115.3 FT
 DM6969'(35.1 M) EAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE
 DM6969'SURROUNDING THE POOL AREA.
 DM6969'
 DM6969'THE STATION IN RECESSED ABOUT 12 INCHES (30 CM) BELOW THE GRASS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA5232 ***********************************************************************
 AA5232  DESIGNATION -  853 2322 D TIDAL
 AA5232  PID         -  AA5232
 AA5232  STATE/COUNTY-  NJ/MONMOUTH
 AA5232  COUNTRY     -  US
 AA5232  USGS QUAD   -  ASBURY PARK (2019)
 AA5232
 AA5232                         *CURRENT SURVEY CONTROL
 AA5232  ______________________________________________________________________
 AA5232* NAD 83(2011) POSITION- 40 11 41.55145(N) 074 02 22.16164(W)   ADJUSTED
 AA5232* NAD 83(2011) ELLIP HT-   -30.701 (meters)        (06/27/12)   ADJUSTED
 AA5232* NAD 83(2011) EPOCH   -  2010.00
 AA5232* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) GPS OBS
 AA5232  ______________________________________________________________________
 AA5232  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5232  GEOID HEIGHT    -         -33.12 (meters)                     GEOID93
 AA5232  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 AA5232  NAD 83(2011) X  -  1,341,532.382 (meters)                     COMP
 AA5232  NAD 83(2011) Y  - -4,690,678.498 (meters)                     COMP
 AA5232  NAD 83(2011) Z  -  4,094,517.960 (meters)                     COMP
 AA5232  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 AA5232
 AA5232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5232  Standards:
 AA5232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5232  -------------------------------------------------------------------
 AA5232  NETWORK    0.38   0.63           0.17   0.14   0.32     -0.02647143
 AA5232  -------------------------------------------------------------------
 AA5232  Click here for local accuracies and other accuracy information.
 AA5232
 AA5232.The horizontal coordinates were established by GPS observations
 AA5232.and adjusted by the National Geodetic Survey in June 2012.
 AA5232
 AA5232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5232.been affixed to the stable North American tectonic plate. See 
 AA5232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5232
 AA5232.The horizontal coordinates are valid at the epoch date displayed above
 AA5232.which is a decimal equivalence of Year/Month/Day.
 AA5232
 AA5232.The orthometric height was determined by GPS observations and a
 AA5232.high-resolution geoid model.
 AA5232
 AA5232.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5232.GEOID18 height accuracy estimate available here.
 AA5232
 AA5232.Click photographs - Photos may exist for this station.
 AA5232
 AA5232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5232
 AA5232.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5232
 AA5232.The ellipsoidal height was determined by GPS observations
 AA5232.and is referenced to NAD 83.
 AA5232
 AA5232. The following values were computed from the NAD 83(2011) position.
 AA5232
 AA5232;                    North         East     Units Scale Factor Converg.
 AA5232;SPC NJ       -   151,252.223   189,208.914   MT  0.99991892   +0 17 50.0
 AA5232;SPC NJ       -   496,233.33    620,762.91   sFT  0.99991892   +0 17 50.0
 AA5232;UTM  18      - 4,449,829.143   581,756.002   MT  0.99968228   +0 37 11.8
 AA5232
 AA5232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5232!SPC NJ       -   1.00000482  x   0.99991892  =   0.99992374
 AA5232!UTM  18      -   1.00000482  x   0.99968228  =   0.99968709
 AA5232
 AA5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8175649829(NAD 83)
 AA5232
 AA5232                          SUPERSEDED SURVEY CONTROL
 AA5232
 AA5232  NAD 83(2007)-  40 11 41.55187(N)    074 02 22.16208(W) AD(2002.00) 0
 AA5232  ELLIP H (02/10/07)  -30.692  (m)                       GP(2002.00)    
 AA5232  ELLIP H (10/23/02)  -30.675  (m)                       GP(       ) 4 1
 AA5232  NAD 83(1996)-  40 11 41.55169(N)    074 02 22.16207(W) AD(       ) 1
 AA5232  ELLIP H (05/14/99)  -30.695  (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)  -30.660  (m)                       GP(       ) 3 1
 AA5232
 AA5232.Superseded values are not recommended for survey control.
 AA5232
 AA5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5232.See file dsdata.pdf to determine how the superseded data were derived.
 AA5232
 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: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 KV6254 ***********************************************************************
 KV6254  DESIGNATION -  853 2337 A TIDAL
 KV6254  PID         -  KV6254
 KV6254  STATE/COUNTY-  NJ/MONMOUTH
 KV6254  COUNTRY     -  US
 KV6254  USGS QUAD   -  ASBURY PARK (2019)
 KV6254
 KV6254                         *CURRENT SURVEY CONTROL
 KV6254  ______________________________________________________________________
 KV6254* NAD 83(1986) POSITION- 40 11 06.60   (N) 074 00 39.62   (W)   HD_HELD1
 KV6254* NAVD 88 ORTHO HEIGHT -     4.516 (meters)       14.82  (feet) ADJUSTED
 KV6254  ______________________________________________________________________
 KV6254  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 KV6254  DYNAMIC HEIGHT  -          4.514 (meters)       14.81  (feet) COMP
 KV6254  MODELED GRAVITY -    980,166.2   (mgal)                       NAVD 88
 KV6254
 KV6254  VERT ORDER      -  FIRST     CLASS II
 KV6254
 KV6254.The horizontal coordinates were determined by differentially corrected
 KV6254.hand held GPS observations or other comparable positioning techniques
 KV6254.and have an estimated accuracy of +/- 3 meters.
 KV6254
 KV6254.The orthometric height was determined by differential leveling and
 KV6254.adjusted by the NATIONAL GEODETIC SURVEY
 KV6254.in June 1991.
 KV6254
 KV6254.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6254.GEOID18 height accuracy estimate available here.
 KV6254
 KV6254.Click photographs - Photos may exist for this station.
 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       -   150,187.3     191,640.0     MT  (+/- 3 meters HH1 GPS) 
 KV6254
 KV6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8419248778(NAD 83)
 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
 KV6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6254.See file dsdata.pdf to determine how the superseded data were derived.
 KV6254
 KV6254_MARKER: DD = SURVEY DISK
 KV6254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6254_STAMPING: 2337 A 1976
 KV6254_MARK LOGO: NOS
 KV6254_PROJECTION: RECESSED 5 CENTIMETERS
 KV6254_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6254+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 KV6254
 KV6254  HISTORY     - Date     Condition        Report By
 KV6254  HISTORY     - 1976     MONUMENTED       NOS
 KV6254  HISTORY     - 19890530 GOOD             NJGS
 KV6254  HISTORY     - 20080507 GOOD             NJGS
 KV6254  HISTORY     - 20120718 GOOD             NJGS
 KV6254  HISTORY     - 20130614 GOOD             USACE
 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.
 KV6254
 KV6254                          STATION RECOVERY (2008)
 KV6254
 KV6254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV6254'RECOVERED AS DESCRIBED.
 KV6254
 KV6254                          STATION RECOVERY (2012)
 KV6254
 KV6254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV6254'RECOVERED IN GOOD CONDITION.
 KV6254'
 KV6254'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST
 KV6254'OF POINT PLEASANT, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF POINT PLEASANT
 KV6254'BEACH AND 2.4 MI (3.9 KM) SOUTH OF ASBURY PARK.
 KV6254
 KV6254                          STATION RECOVERY (2013)
 KV6254
 KV6254'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (MEA)
 KV6254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6255 ***********************************************************************
 KV6255  DESIGNATION -  853 2337 B TIDAL
 KV6255  PID         -  KV6255
 KV6255  STATE/COUNTY-  NJ/MONMOUTH
 KV6255  COUNTRY     -  US
 KV6255  USGS QUAD   -  ASBURY PARK (2019)
 KV6255
 KV6255                         *CURRENT SURVEY CONTROL
 KV6255  ______________________________________________________________________
 KV6255* NAD 83(1986) POSITION- 40 11 09.95   (N) 074 00 42.66   (W)   HD_HELD1
 KV6255* NAVD 88 ORTHO HEIGHT -     3.673 (meters)       12.05  (feet) ADJUSTED
 KV6255  ______________________________________________________________________
 KV6255  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 KV6255  DYNAMIC HEIGHT  -          3.671 (meters)       12.04  (feet) COMP
 KV6255  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 KV6255
 KV6255  VERT ORDER      -  FIRST     CLASS II
 KV6255
 KV6255.The horizontal coordinates were determined by differentially corrected
 KV6255.hand held GPS observations or other comparable positioning techniques
 KV6255.and have an estimated accuracy of +/- 3 meters.
 KV6255
 KV6255.The orthometric height was determined by differential leveling and
 KV6255.adjusted by the NATIONAL GEODETIC SURVEY
 KV6255.in June 1991.
 KV6255
 KV6255.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6255.GEOID18 height accuracy estimate available here.
 KV6255
 KV6255.Click photographs - Photos may exist for this station.
 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       -   150,290.2     191,567.6     MT  (+/- 3 meters HH1 GPS) 
 KV6255
 KV6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8411948880(NAD 83)
 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
 KV6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6255.See file dsdata.pdf to determine how the superseded data were derived.
 KV6255
 KV6255_MARKER: DD = SURVEY DISK
 KV6255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6255_STAMPING: 2337 B 1976
 KV6255_MARK LOGO: NOS
 KV6255_PROJECTION: RECESSED 6 CENTIMETERS
 KV6255_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6255+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2022
 KV6255
 KV6255  HISTORY     - Date     Condition        Report By
 KV6255  HISTORY     - 1976     MONUMENTED       NOS
 KV6255  HISTORY     - 19890530 GOOD             NJGS
 KV6255  HISTORY     - 20080507 GOOD             NJGS
 KV6255  HISTORY     - 20120223 GOOD             NJGS
 KV6255  HISTORY     - 20220615 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.
 KV6255
 KV6255                          STATION RECOVERY (2008)
 KV6255
 KV6255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV6255'RECOVERED AS DESCRIBED.
 KV6255
 KV6255                          STATION RECOVERY (2012)
 KV6255
 KV6255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV6255'RECOVERED IN GOOD CONDITION.
 KV6255'
 KV6255'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST
 KV6255'OF POINT PLEASANT, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF POINT PLEASANT
 KV6255'BEACH AND 2.4 MI (3.9 KM) SOUTH OF ASBURY PARK.
 KV6255'
 KV6255'THE STATION IS 15.4 FT (4.7 M) SOUTHEAST FROM A METAL POST WITH YIELD
 KV6255'SIGN ATTACHED AND 15.9 FT (4.8 M) SOUTH-SOUTHEAST FROM A 5 FT (1.5 M)
 KV6255'HIGH CONCRETE STREET NAME POST.
 KV6255
 KV6255                          STATION RECOVERY (2022)
 KV6255
 KV6255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 KV6255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6256 ***********************************************************************
 KV6256  DESIGNATION -  853 2337 C TIDAL
 KV6256  PID         -  KV6256
 KV6256  STATE/COUNTY-  NJ/MONMOUTH
 KV6256  COUNTRY     -  US
 KV6256  USGS QUAD   -  ASBURY PARK (2019)
 KV6256
 KV6256                         *CURRENT SURVEY CONTROL
 KV6256  ______________________________________________________________________
 KV6256* NAD 83(1986) POSITION- 40 11 10.90   (N) 074 00 46.63   (W)   HD_HELD1
 KV6256* NAVD 88 ORTHO HEIGHT -     3.465 (meters)       11.37  (feet) ADJUSTED
 KV6256  ______________________________________________________________________
 KV6256  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 KV6256  DYNAMIC HEIGHT  -          3.463 (meters)       11.36  (feet) COMP
 KV6256  MODELED GRAVITY -    980,166.4   (mgal)                       NAVD 88
 KV6256
 KV6256  VERT ORDER      -  FIRST     CLASS II
 KV6256
 KV6256.The horizontal coordinates were determined by differentially corrected
 KV6256.hand held GPS observations or other comparable positioning techniques
 KV6256.and have an estimated accuracy of +/- 3 meters.
 KV6256
 KV6256.The orthometric height was determined by differential leveling and
 KV6256.adjusted by the NATIONAL GEODETIC SURVEY
 KV6256.in May 2011.
 KV6256
 KV6256.No vertical observational check was made to the station.
 KV6256
 KV6256.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6256.GEOID18 height accuracy estimate available here.
 KV6256
 KV6256.Click photographs - Photos may exist for this station.
 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       -   150,319.0     191,473.5     MT  (+/- 3 meters HH1 GPS) 
 KV6256
 KV6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8402548908(NAD 83)
 KV6256
 KV6256                          SUPERSEDED SURVEY CONTROL
 KV6256
 KV6256  NAVD 88 (06/15/91)    3.480  (m)           11.42   (f) SUPERSEDED  1 2
 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
 KV6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6256.See file dsdata.pdf to determine how the superseded data were derived.
 KV6256
 KV6256_MARKER: DD = SURVEY DISK
 KV6256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6256_STAMPING: 2337 C 1976
 KV6256_MARK LOGO: NOS
 KV6256_PROJECTION: RECESSED 10 CENTIMETERS
 KV6256_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6256+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2013
 KV6256
 KV6256  HISTORY     - Date     Condition        Report By
 KV6256  HISTORY     - 1976     MONUMENTED       NOS
 KV6256  HISTORY     - 19890530 GOOD             NJGS
 KV6256  HISTORY     - 20080507 GOOD             NJGS
 KV6256  HISTORY     - 20130103 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.
 KV6256
 KV6256                          STATION RECOVERY (2008)
 KV6256
 KV6256'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV6256'RECOVERED AS DESCRIBED.
 KV6256
 KV6256                          STATION RECOVERY (2013)
 KV6256
 KV6256'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 KV6256'RECOVERED IN GOOD CONDITION.
 KV6256'
 KV6256'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST
 KV6256'OF POINT PLEASANT, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF POINT PLEASANT
 KV6256'BEACH AND 2.3 MI (3.7 KM) SOUTH OF ASBURY PARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6260 ***********************************************************************
 KV6260  DESIGNATION -  853 2339 A TIDAL
 KV6260  PID         -  KV6260
 KV6260  STATE/COUNTY-  NJ/MONMOUTH
 KV6260  COUNTRY     -  US
 KV6260  USGS QUAD   -  ASBURY PARK (2019)
 KV6260
 KV6260                         *CURRENT SURVEY CONTROL
 KV6260  ______________________________________________________________________
 KV6260* NAD 83(1986) POSITION- 40 11 11.     (N) 074 01 35.     (W)   SCALED
 KV6260* NAVD 88 ORTHO HEIGHT -     1.703 (meters)        5.59  (feet) ADJUSTED
 KV6260  ______________________________________________________________________
 KV6260  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 KV6260  DYNAMIC HEIGHT  -          1.703 (meters)        5.59  (feet) COMP
 KV6260  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 KV6260
 KV6260  VERT ORDER      -  FIRST     CLASS II
 KV6260
 KV6260.The horizontal coordinates were scaled from a map and have
 KV6260.an estimated accuracy of +/- 6 seconds.
 KV6260
 KV6260.The orthometric height was determined by differential leveling and
 KV6260.adjusted by the NATIONAL GEODETIC SURVEY
 KV6260.in June 1991.
 KV6260
 KV6260.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6260.GEOID18 height accuracy estimate available here.
 KV6260
 KV6260.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK828488(NAD 83)
 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
 KV6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6260.See file dsdata.pdf to determine how the superseded data were derived.
 KV6260
 KV6260_MARKER: DD = SURVEY DISK
 KV6260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6260_STAMPING: 2339 A 1976
 KV6260_MARK LOGO: NOS
 KV6260_PROJECTION: RECESSED 1 CENTIMETERS
 KV6260_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 KV6259 ***********************************************************************
 KV6259  DESIGNATION -  853 2339 C TIDAL
 KV6259  PID         -  KV6259
 KV6259  STATE/COUNTY-  NJ/MONMOUTH
 KV6259  COUNTRY     -  US
 KV6259  USGS QUAD   -  ASBURY PARK (2019)
 KV6259
 KV6259                         *CURRENT SURVEY CONTROL
 KV6259  ______________________________________________________________________
 KV6259* NAD 83(1986) POSITION- 40 11 13.     (N) 074 01 31.     (W)   SCALED
 KV6259* NAVD 88 ORTHO HEIGHT -     5.725 (meters)       18.78  (feet) ADJUSTED
 KV6259  ______________________________________________________________________
 KV6259  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 KV6259  DYNAMIC HEIGHT  -          5.723 (meters)       18.78  (feet) COMP
 KV6259  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 KV6259
 KV6259  VERT ORDER      -  FIRST     CLASS II
 KV6259
 KV6259.The horizontal coordinates were scaled from a map and have
 KV6259.an estimated accuracy of +/- 6 seconds.
 KV6259
 KV6259.The orthometric height was determined by differential leveling and
 KV6259.adjusted by the NATIONAL GEODETIC SURVEY
 KV6259.in June 1991.
 KV6259
 KV6259.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6259.GEOID18 height accuracy estimate available here.
 KV6259
 KV6259.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK829489(NAD 83)
 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
 KV6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6259.See file dsdata.pdf to determine how the superseded data were derived.
 KV6259
 KV6259_MARKER: DD = SURVEY 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 = JULY 24, 2026 22:12:30 EDT
 KV6257 ***********************************************************************
 KV6257  DESIGNATION -  853 2339 D TIDAL
 KV6257  PID         -  KV6257
 KV6257  STATE/COUNTY-  NJ/MONMOUTH
 KV6257  COUNTRY     -  US
 KV6257  USGS QUAD   -  ASBURY PARK (2019)
 KV6257
 KV6257                         *CURRENT SURVEY CONTROL
 KV6257  ______________________________________________________________________
 KV6257* NAD 83(1986) POSITION- 40 11 17.     (N) 074 01 30.     (W)   SCALED
 KV6257* NAVD 88 ORTHO HEIGHT -     3.555 (meters)       11.66  (feet) ADJUSTED
 KV6257  ______________________________________________________________________
 KV6257  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 KV6257  DYNAMIC HEIGHT  -          3.553 (meters)       11.66  (feet) COMP
 KV6257  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 KV6257
 KV6257  VERT ORDER      -  FIRST     CLASS II
 KV6257
 KV6257.The horizontal coordinates were scaled from a map and have
 KV6257.an estimated accuracy of +/- 6 seconds.
 KV6257
 KV6257.The orthometric height was determined by differential leveling and
 KV6257.adjusted by the NATIONAL GEODETIC SURVEY
 KV6257.in June 1991.
 KV6257
 KV6257.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6257.GEOID18 height accuracy estimate available here.
 KV6257
 KV6257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK829490(NAD 83)
 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
 KV6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6257.See file dsdata.pdf to determine how the superseded data were derived.
 KV6257
 KV6257_MARKER: DD = SURVEY DISK
 KV6257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6257_STAMPING: 2339 D 1976
 KV6257_MARK LOGO: NOS
 KV6257_PROJECTION: FLUSH
 KV6257_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 KV6268 ***********************************************************************
 KV6268  DESIGNATION -  853 2371 A TIDAL
 KV6268  PID         -  KV6268
 KV6268  STATE/COUNTY-  NJ/MONMOUTH
 KV6268  COUNTRY     -  US
 KV6268  USGS QUAD   -  ASBURY PARK (2019)
 KV6268
 KV6268                         *CURRENT SURVEY CONTROL
 KV6268  ______________________________________________________________________
 KV6268* NAD 83(1986) POSITION- 40 10 30.     (N) 074 02 43.     (W)   SCALED
 KV6268* NAVD 88 ORTHO HEIGHT -     4.373 (meters)       14.35  (feet) ADJUSTED
 KV6268  ______________________________________________________________________
 KV6268  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 KV6268  DYNAMIC HEIGHT  -          4.370 (meters)       14.34  (feet) COMP
 KV6268  MODELED GRAVITY -    980,167.1   (mgal)                       NAVD 88
 KV6268
 KV6268  VERT ORDER      -  FIRST     CLASS II
 KV6268
 KV6268.The horizontal coordinates were scaled from a map and have
 KV6268.an estimated accuracy of +/- 6 seconds.
 KV6268
 KV6268.The orthometric height was determined by differential leveling and
 KV6268.adjusted by the NATIONAL GEODETIC SURVEY
 KV6268.in June 1991.
 KV6268
 KV6268.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6268.GEOID18 height accuracy estimate available here.
 KV6268
 KV6268.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812476(NAD 83)
 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
 KV6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6268.See file dsdata.pdf to determine how the superseded data were derived.
 KV6268
 KV6268_MARKER: DD = SURVEY DISK
 KV6268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6268_STAMPING: 2371 A 1976
 KV6268_MARK LOGO: NOS
 KV6268_PROJECTION: RECESSED 2 CENTIMETERS
 KV6268_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 KV6267 ***********************************************************************
 KV6267  DESIGNATION -  853 2371 B TIDAL
 KV6267  PID         -  KV6267
 KV6267  STATE/COUNTY-  NJ/MONMOUTH
 KV6267  COUNTRY     -  US
 KV6267  USGS QUAD   -  ASBURY PARK (2019)
 KV6267
 KV6267                         *CURRENT SURVEY CONTROL
 KV6267  ______________________________________________________________________
 KV6267* NAD 83(1986) POSITION- 40 10 39.     (N) 074 02 43.     (W)   SCALED
 KV6267* NAVD 88 ORTHO HEIGHT -     5.572 (meters)       18.28  (feet) ADJUSTED
 KV6267  ______________________________________________________________________
 KV6267  GEOID HEIGHT    -        -32.882 (meters)                     GEOID18
 KV6267  DYNAMIC HEIGHT  -          5.569 (meters)       18.27  (feet) COMP
 KV6267  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 KV6267
 KV6267  VERT ORDER      -  FIRST     CLASS II
 KV6267
 KV6267.The horizontal coordinates were scaled from a map and have
 KV6267.an estimated accuracy of +/- 6 seconds.
 KV6267
 KV6267.The orthometric height was determined by differential leveling and
 KV6267.adjusted by the NATIONAL GEODETIC SURVEY
 KV6267.in June 1991.
 KV6267
 KV6267.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6267.GEOID18 height accuracy estimate available here.
 KV6267
 KV6267.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812478(NAD 83)
 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
 KV6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6267.See file dsdata.pdf to determine how the superseded data were derived.
 KV6267
 KV6267_MARKER: DD = SURVEY DISK
 KV6267_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6267_STAMPING: 2371 B 1976
 KV6267_MARK LOGO: NOS
 KV6267_PROJECTION: RECESSED 2 CENTIMETERS
 KV6267_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 KV6266 ***********************************************************************
 KV6266  DESIGNATION -  853 2371 C TIDAL
 KV6266  PID         -  KV6266
 KV6266  STATE/COUNTY-  NJ/MONMOUTH
 KV6266  COUNTRY     -  US
 KV6266  USGS QUAD   -  ASBURY PARK (2019)
 KV6266
 KV6266                         *CURRENT SURVEY CONTROL
 KV6266  ______________________________________________________________________
 KV6266* NAD 83(1986) POSITION- 40 10 36.     (N) 074 02 39.     (W)   SCALED
 KV6266* NAVD 88 ORTHO HEIGHT -     2.057 (meters)        6.75  (feet) ADJUSTED
 KV6266  ______________________________________________________________________
 KV6266  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 KV6266  DYNAMIC HEIGHT  -          2.056 (meters)        6.75  (feet) COMP
 KV6266  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 KV6266
 KV6266  VERT ORDER      -  FIRST     CLASS II
 KV6266
 KV6266.The horizontal coordinates were scaled from a map and have
 KV6266.an estimated accuracy of +/- 6 seconds.
 KV6266
 KV6266.The orthometric height was determined by differential leveling and
 KV6266.adjusted by the NATIONAL GEODETIC SURVEY
 KV6266.in June 1991.
 KV6266
 KV6266.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6266.GEOID18 height accuracy estimate available here.
 KV6266
 KV6266.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK813478(NAD 83)
 KV6266
 KV6266                          SUPERSEDED SURVEY CONTROL
 KV6266
 KV6266  NGVD 29 (01/10/92)    2.387  (m)            7.83   (f) ADJUSTED    1 2
 KV6266
 KV6266.Superseded values are not recommended for survey control.
 KV6266
 KV6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6266.See file dsdata.pdf to determine how the superseded data were derived.
 KV6266
 KV6266_MARKER: DD = SURVEY 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6264  USGS QUAD   -  ASBURY PARK (2019)
 KV6264
 KV6264                         *CURRENT SURVEY CONTROL
 KV6264  ______________________________________________________________________
 KV6264* NAD 83(2011) POSITION- 40 10 33.62394(N) 074 02 30.21291(W)   ADJUSTED
 KV6264* NAD 83(2011) ELLIP HT-   -27.619 (meters)        (06/27/12)   ADJUSTED
 KV6264* NAD 83(2011) EPOCH   -  2010.00
 KV6264* NAVD 88 ORTHO HEIGHT -     5.273 (meters)       17.30  (feet) ADJUSTED
 KV6264  ______________________________________________________________________
 KV6264  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 KV6264  NAD 83(2011) X  -  1,341,721.627 (meters)                     COMP
 KV6264  NAD 83(2011) Y  - -4,692,032.943 (meters)                     COMP
 KV6264  NAD 83(2011) Z  -  4,092,919.343 (meters)                     COMP
 KV6264  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 KV6264  DYNAMIC HEIGHT  -          5.271 (meters)       17.29  (feet) COMP
 KV6264  MODELED GRAVITY -    980,167.0   (mgal)                       NAVD 88
 KV6264
 KV6264  VERT ORDER      -  FIRST     CLASS II
 KV6264
 KV6264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6264  Standards:
 KV6264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6264  -------------------------------------------------------------------
 KV6264  NETWORK    0.62   1.18           0.28   0.22   0.60     -0.00215301
 KV6264  -------------------------------------------------------------------
 KV6264  Click here for local accuracies and other accuracy information.
 KV6264
 KV6264.The horizontal coordinates were established by GPS observations
 KV6264.and adjusted by the National Geodetic Survey in June 2012.
 KV6264
 KV6264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6264.been affixed to the stable North American tectonic plate. See 
 KV6264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6264
 KV6264.The horizontal coordinates are valid at the epoch date displayed above
 KV6264.which is a decimal equivalence of Year/Month/Day.
 KV6264
 KV6264.The orthometric height was determined by differential leveling and
 KV6264.adjusted by the NATIONAL GEODETIC SURVEY
 KV6264.in September 2015.
 KV6264
 KV6264.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6264.GEOID18 height accuracy estimate available here.
 KV6264
 KV6264.Click photographs - Photos may exist for this station.
 KV6264
 KV6264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6264
 KV6264.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6264
 KV6264.The ellipsoidal height was determined by GPS observations
 KV6264.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6264
 KV6264;                    North         East     Units Scale Factor Converg.
 KV6264;SPC NJ       -   149,156.283   189,029.308   MT  0.99991875   +0 17 44.4
 KV6264;SPC NJ       -   489,356.91    620,173.65   sFT  0.99991875   +0 17 44.4
 KV6264;UTM  18      - 4,447,732.722   581,588.242   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 57.9
 KV6264:UTM  18      -  CLUB 2                                   049 04 36.6
 KV6264
 KV6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8158847732(NAD 83)
 KV6264
 KV6264|---------------------------------------------------------------------|
 KV6264| PID    Reference Object                     Distance      Geod. Az  |
 KV6264|                                                           dddmmss.s |
 KV6264| KV6349 CLUB 2                              433.472 METERS 0494142.3 |
 KV6264|---------------------------------------------------------------------|
 KV6264
 KV6264                          SUPERSEDED SURVEY CONTROL
 KV6264
 KV6264  NAD 83(2007)-  40 10 33.62444(N)    074 02 30.21326(W) AD(2002.00) 0
 KV6264  ELLIP H (02/10/07)  -27.618  (m)                       GP(2002.00)    
 KV6264  ELLIP H (09/24/01)  -27.597  (m)                       GP(       ) 4 1
 KV6264  NAD 83(1996)-  40 10 33.62424(N)    074 02 30.21319(W) AD(       ) B
 KV6264  ELLIP H (08/14/98)  -27.621  (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)  -27.537  (m)                       GP(       ) 3 1
 KV6264  NAD 83(1986)-  40 10 33.62548(N)    074 02 30.21609(W) AD(       ) 1
 KV6264  NAVD 88               5.26   (m)           17.3    (f) LEVELING    3  
 KV6264  NAVD 88               5.26   (m)           17.3    (f) LEVELING    3  
 KV6264  NAVD 88 (06/15/91)    5.262  (m)           17.26   (f) SUPERSEDED  1 2
 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
 KV6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6264.See file dsdata.pdf to determine how the superseded data were derived.
 KV6264
 KV6264_MARKER: DD = SURVEY DISK
 KV6264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6264_STAMPING: 2371 D 1976
 KV6264_MARK LOGO: NOS
 KV6264_PROJECTION: RECESSED 10 CENTIMETERS
 KV6264_MAGNETIC: I = MARKER IS A STEEL ROD
 KV6264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6264+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2022
 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     - 19930303 GOOD             NJHA
 KV6264  HISTORY     - 19960906 GOOD             NJGS
 KV6264  HISTORY     - 19970109 GOOD             NJGS
 KV6264  HISTORY     - 20001003 GOOD             NJGS
 KV6264  HISTORY     - 20020202 GOOD             NJGS
 KV6264  HISTORY     - 20110401 GOOD             INDIV
 KV6264  HISTORY     - 20120718 GOOD             NJGS
 KV6264  HISTORY     - 20220413 GOOD             AAAS
 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 (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                          STATION RECOVERY (2002)
 KV6264
 KV6264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6264'RECOVERED AS DESCRIBED
 KV6264'
 KV6264
 KV6264                          STATION RECOVERY (2011)
 KV6264
 KV6264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WRA)
 KV6264'RECOVERED AS DESCRIBED,DESCRIPTION IS ADEQUATE, (JFS)
 KV6264'
 KV6264
 KV6264                          STATION RECOVERY (2012)
 KV6264
 KV6264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV6264'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF POINT
 KV6264'PLEASANT, 5.9 MI (9.5 KM) NORTH OF POINT PLEASANT BEACH AND 3.4 MI
 KV6264'(5.5 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
 KV6264
 KV6264                          STATION RECOVERY (2022)
 KV6264
 KV6264'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6265 ***********************************************************************
 KV6265  DESIGNATION -  853 2371 E TIDAL
 KV6265  PID         -  KV6265
 KV6265  STATE/COUNTY-  NJ/MONMOUTH
 KV6265  COUNTRY     -  US
 KV6265  USGS QUAD   -  ASBURY PARK (2019)
 KV6265
 KV6265                         *CURRENT SURVEY CONTROL
 KV6265  ______________________________________________________________________
 KV6265* NAD 83(1986) POSITION- 40 10 27.81   (N) 074 02 33.96   (W)   HD_HELD1
 KV6265* NAVD 88 ORTHO HEIGHT -     6.757 (meters)       22.17  (feet) ADJUSTED
 KV6265  ______________________________________________________________________
 KV6265  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 KV6265  DYNAMIC HEIGHT  -          6.754 (meters)       22.16  (feet) COMP
 KV6265  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 KV6265
 KV6265  VERT ORDER      -  FIRST     CLASS II
 KV6265
 KV6265.The horizontal coordinates were determined by differentially corrected
 KV6265.hand held GPS observations or other comparable positioning techniques
 KV6265.and have an estimated accuracy of +/- 3 meters.
 KV6265
 KV6265.The orthometric height was determined by differential leveling and
 KV6265.adjusted by the NATIONAL GEODETIC SURVEY
 KV6265.in September 2015.
 KV6265
 KV6265.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6265.GEOID18 height accuracy estimate available here.
 KV6265
 KV6265.Click photographs - Photos may exist for this station.
 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       -   148,976.5     188,941.6     MT  (+/- 3 meters HH1 GPS) 
 KV6265
 KV6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8150147552(NAD 83)
 KV6265
 KV6265                          SUPERSEDED SURVEY CONTROL
 KV6265
 KV6265  NAVD 88 (06/15/91)    6.747  (m)           22.14   (f) SUPERSEDED  1 2
 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
 KV6265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6265.See file dsdata.pdf to determine how the superseded data were derived.
 KV6265
 KV6265_MARKER: DD = SURVEY 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 - March 07, 2012
 KV6265
 KV6265  HISTORY     - Date     Condition        Report By
 KV6265  HISTORY     - 1976     MONUMENTED       NOS
 KV6265  HISTORY     - 19890613 GOOD             NJGS
 KV6265  HISTORY     - 19960906 GOOD             NJGS
 KV6265  HISTORY     - 20120307 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.
 KV6265
 KV6265                          STATION RECOVERY (2012)
 KV6265
 KV6265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV6265'RECOVERED IN GOOD CONDITION.
 KV6265'
 KV6265'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST
 KV6265'OF POINT PLEASANT, 5.8 MI (9.3 KM) NORTH OF POINT PLEASANT BEACH AND
 KV6265'3.5 MI (5.6 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI8477  USGS QUAD   -  POINT PLEASANT (2019)
 AI8477
 AI8477                         *CURRENT SURVEY CONTROL
 AI8477  ______________________________________________________________________
 AI8477* NAD 83(1986) POSITION- 40 06 19.     (N) 074 03 18.     (W)   SCALED
 AI8477* NAVD 88 ORTHO HEIGHT -     1.878 (meters)        6.16  (feet) ADJUSTED
 AI8477  ______________________________________________________________________
 AI8477  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 AI8477  DYNAMIC HEIGHT  -          1.877 (meters)        6.16  (feet) COMP
 AI8477  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 AI8477
 AI8477  VERT ORDER      -  FIRST     CLASS II
 AI8477
 AI8477.The horizontal coordinates were scaled from a map and have
 AI8477.an estimated accuracy of +/- 6 seconds.
 AI8477
 AI8477.The orthometric height was determined by differential leveling and
 AI8477.adjusted by the NATIONAL GEODETIC SURVEY
 AI8477.in March 2001.
 AI8477
 AI8477.No vertical observational check was made to the station.
 AI8477
 AI8477.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8477.GEOID18 height accuracy estimate available here.
 AI8477
 AI8477.This Tidal Bench Mark is designated as VM 2590
 AI8477.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8477
 AI8477.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK805398(NAD 83)
 AI8477
 AI8477                          SUPERSEDED SURVEY CONTROL
 AI8477
 AI8477.No superseded survey control is available for this station.
 AI8477
 AI8477_MARKER: DJ = TIDAL STATION DISK
 AI8477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8477_SP_SET: BRIDGE PIER COLUMN
 AI8477_STAMPING: 2585 A 1976
 AI8477_MARK LOGO: NOS
 AI8477_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8477+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2013
 AI8477
 AI8477  HISTORY     - Date     Condition        Report By
 AI8477  HISTORY     - 1976     MONUMENTED       NOS
 AI8477  HISTORY     - 19980622 GOOD             NJGS
 AI8477  HISTORY     - 20010417 GOOD             NJGS
 AI8477  HISTORY     - 20130712 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.
 AI8477
 AI8477                          STATION RECOVERY (2013)
 AI8477
 AI8477'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 AI8477'RECOVERED IN GOOD CONDITION.
 AI8477'
 AI8477'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST
 AI8477'OF ASBURY PARK, 1.7 MI (2.7 KM) NORTH-NORTHEAST OF POINT PLEASANT AND
 AI8477'1.0 MI (1.6 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI8478  USGS QUAD   -  POINT PLEASANT (2019)
 AI8478
 AI8478                         *CURRENT SURVEY CONTROL
 AI8478  ______________________________________________________________________
 AI8478* NAD 83(1986) POSITION- 40 06 23.18   (N) 074 03 17.65   (W)   HD_HELD1
 AI8478* NAVD 88 ORTHO HEIGHT -     2.571 (meters)        8.44  (feet) ADJUSTED
 AI8478  ______________________________________________________________________
 AI8478  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 AI8478  DYNAMIC HEIGHT  -          2.570 (meters)        8.43  (feet) COMP
 AI8478  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 AI8478
 AI8478  VERT ORDER      -  FIRST     CLASS II
 AI8478
 AI8478.The horizontal coordinates were determined by differentially corrected
 AI8478.hand held GPS observations or other comparable positioning techniques
 AI8478.and have an estimated accuracy of +/- 3 meters.
 AI8478
 AI8478.The orthometric height was determined by differential leveling and
 AI8478.adjusted by the NATIONAL GEODETIC SURVEY
 AI8478.in September 2015.
 AI8478
 AI8478.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8478.GEOID18 height accuracy estimate available here.
 AI8478
 AI8478.This Tidal Bench Mark is designated as VM 2591
 AI8478.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8478
 AI8478.Click photographs - Photos may exist for this station.
 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       -   141,426.7     187,945.8     MT  (+/- 3 meters HH1 GPS) 
 AI8478
 AI8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8054839998(NAD 83)
 AI8478
 AI8478                          SUPERSEDED SURVEY CONTROL
 AI8478
 AI8478  NAVD 88 (03/01/01)    2.569  (m)            8.43   (f) SUPERSEDED  1 2
 AI8478
 AI8478.Superseded values are not recommended for survey control.
 AI8478
 AI8478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8478.See file dsdata.pdf to determine how the superseded data were derived.
 AI8478
 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 - July 18, 2012
 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  HISTORY     - 20120718 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.
 AI8478
 AI8478                          STATION RECOVERY (2012)
 AI8478
 AI8478'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI8478'RECOVERED IN GOOD CONDITION.
 AI8478'
 AI8478'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST
 AI8478'OF ASBURY PARK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF POINT PLEASANT AND
 AI8478'1.1 MI (1.8 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.
 AI8478'
 AI8478'THE STATION IS 1.0 FT (0.3 M) FROM A METAL WITNESS POST WITH SIGN
 AI8478'ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI8479  USGS QUAD   -  POINT PLEASANT (2019)
 AI8479
 AI8479                         *CURRENT SURVEY CONTROL
 AI8479  ______________________________________________________________________
 AI8479* NAD 83(1986) POSITION- 40 06 25.57   (N) 074 03 16.56   (W)   HD_HELD1
 AI8479* NAVD 88 ORTHO HEIGHT -     3.074 (meters)       10.09  (feet) ADJUSTED
 AI8479  ______________________________________________________________________
 AI8479  GEOID HEIGHT    -        -33.001 (meters)                     GEOID18
 AI8479  DYNAMIC HEIGHT  -          3.072 (meters)       10.08  (feet) COMP
 AI8479  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 AI8479
 AI8479  VERT ORDER      -  FIRST     CLASS II
 AI8479
 AI8479.The horizontal coordinates were determined by differentially corrected
 AI8479.hand held GPS observations or other comparable positioning techniques
 AI8479.and have an estimated accuracy of +/- 3 meters.
 AI8479
 AI8479.The orthometric height was determined by differential leveling and
 AI8479.adjusted by the NATIONAL GEODETIC SURVEY
 AI8479.in September 2015.
 AI8479
 AI8479.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8479.GEOID18 height accuracy estimate available here.
 AI8479
 AI8479.This Tidal Bench Mark is designated as VM 2592
 AI8479.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8479
 AI8479.Click photographs - Photos may exist for this station.
 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       -   141,500.5     187,971.2     MT  (+/- 3 meters HH1 GPS) 
 AI8479
 AI8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8057340072(NAD 83)
 AI8479
 AI8479                          SUPERSEDED SURVEY CONTROL
 AI8479
 AI8479  NAVD 88 (03/01/01)    3.072  (m)           10.08   (f) SUPERSEDED  1 2
 AI8479
 AI8479.Superseded values are not recommended for survey control.
 AI8479
 AI8479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8479.See file dsdata.pdf to determine how the superseded data were derived.
 AI8479
 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 - July 18, 2012
 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  HISTORY     - 20120718 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.
 AI8479
 AI8479                          STATION RECOVERY (2012)
 AI8479
 AI8479'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI8479'RECOVERED IN GOOD CONDITION.
 AI8479'
 AI8479'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST
 AI8479'OF ASBURY PARK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF POINT PLEASANT AND
 AI8479'1.2 MI (1.9 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.
 AI8479'
 AI8479'THE STATION IS 5.0 FT (1.5 M) NORTH FROM A METAL SIGN POST FOR ASHLEY
 AI8479'AND EVERGREEN AVENUES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI8481  USGS QUAD   -  POINT PLEASANT (2019)
 AI8481
 AI8481                         *CURRENT SURVEY CONTROL
 AI8481  ______________________________________________________________________
 AI8481* NAD 83(1986) POSITION- 40 06 31.20   (N) 074 03 26.61   (W)   HD_HELD1
 AI8481* NAVD 88 ORTHO HEIGHT -     7.161 (meters)       23.49  (feet) ADJUSTED
 AI8481  ______________________________________________________________________
 AI8481  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 AI8481  DYNAMIC HEIGHT  -          7.157 (meters)       23.48  (feet) COMP
 AI8481  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 AI8481
 AI8481  VERT ORDER      -  FIRST     CLASS II
 AI8481
 AI8481.The horizontal coordinates were determined by differentially corrected
 AI8481.hand held GPS observations or other comparable positioning techniques
 AI8481.and have an estimated accuracy of +/- 3 meters.
 AI8481
 AI8481.The orthometric height was determined by differential leveling and
 AI8481.adjusted by the NATIONAL GEODETIC SURVEY
 AI8481.in March 2001.
 AI8481
 AI8481.No vertical observational check was made to the station.
 AI8481
 AI8481.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8481.GEOID18 height accuracy estimate available here.
 AI8481
 AI8481.This Tidal Bench Mark is designated as VM 2593
 AI8481.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8481
 AI8481.Click photographs - Photos may exist for this station.
 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       -   141,673.0     187,732.3     MT  (+/- 3 meters HH1 GPS) 
 AI8481
 AI8481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8033340244(NAD 83)
 AI8481
 AI8481                          SUPERSEDED SURVEY CONTROL
 AI8481
 AI8481.No superseded survey control is available for this station.
 AI8481
 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 SUITABLE FOR
 AI8481+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 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  HISTORY     - 20080208 GOOD             INDIV
 AI8481  HISTORY     - 20120718 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.
 AI8481
 AI8481                          STATION RECOVERY (2008)
 AI8481
 AI8481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GLB)
 AI8481'RECOVERED AS DESCRIBED,THE POINT IS SUITABLE FOR SATELLITE
 AI8481'OBSERVATIONS
 AI8481'AS DONE SO BY ATLANTIS AERIAL SURVEY CO. GREG BURKE,FIELD CREW
 AI8481
 AI8481                          STATION RECOVERY (2012)
 AI8481
 AI8481'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI8481'RECOVERED IN GOOD COBDITION.
 AI8481'
 AI8481'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST
 AI8481'OF ASBURY PARK, 1.9 MI (3.1 KM) NORTH-NORTHEAST OF POINT PLEASANT AND
 AI8481'1.3 MI (2.1 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.
 AI8481'
 AI8481'THE STATION IS 1.0 FT (0.3 M) NORTH FROM A METAL WITNESS POST WITH
 AI8481'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV0832  USGS QUAD   -  POINT PLEASANT (2019)
 KV0832
 KV0832                         *CURRENT SURVEY CONTROL
 KV0832  ______________________________________________________________________
 KV0832* NAD 83(1986) POSITION- 40 06 06.98   (N) 074 02 09.36   (W)   HD_HELD1
 KV0832* NAVD 88 ORTHO HEIGHT -     2.076 (meters)        6.81  (feet) ADJUSTED
 KV0832  ______________________________________________________________________
 KV0832  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 KV0832  DYNAMIC HEIGHT  -          2.075 (meters)        6.81  (feet) COMP
 KV0832  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 KV0832
 KV0832  VERT ORDER      -  FIRST     CLASS II
 KV0832
 KV0832.The horizontal coordinates were determined by differentially corrected
 KV0832.hand held GPS observations or other comparable positioning techniques
 KV0832.and have an estimated accuracy of +/- 3 meters.
 KV0832
 KV0832.The orthometric height was determined by differential leveling and
 KV0832.adjusted by the NATIONAL GEODETIC SURVEY
 KV0832.in March 2001.
 KV0832
 KV0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0832.GEOID18 height accuracy estimate available here.
 KV0832
 KV0832.This Tidal Bench Mark is designated as VM 2595
 KV0832.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0832
 KV0832.Click photographs - Photos may exist for this station.
 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       -   140,935.3     189,565.6     MT  (+/- 3 meters HH1 GPS) 
 KV0832
 KV0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8217039516(NAD 83)
 KV0832
 KV0832                          SUPERSEDED SURVEY CONTROL
 KV0832
 KV0832  NAVD 88 (??/??/92)    2.079  (m)            6.82   (f) SUPERSEDED  3 0
 KV0832  NGVD 29 (04/16/92)    2.414  (m)            7.92   (f) ADJUSTED    1 1
 KV0832  NGVD 29 (??/??/87)    2.458  (m)            8.06   (f) SUPERSEDED  1 1
 KV0832
 KV0832.Superseded values are not recommended for survey control.
 KV0832
 KV0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0832.See file dsdata.pdf to determine how the superseded data were derived.
 KV0832
 KV0832_MARKER: DB = BENCH MARK DISK
 KV0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0832_STAMPING: NO 4 NO 1 1936
 KV0832_MARK LOGO: CGS
 KV0832_PROJECTION: FLUSH
 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 - July 18, 2012
 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  HISTORY     - 20120718 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.
 KV0832
 KV0832                          STATION RECOVERY (2012)
 KV0832
 KV0832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0832'RECOVERED IN GOOD CONDITION.
 KV0832'
 KV0832'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF ASBURY
 KV0832'PARK, 2.2 MI (3.5 KM) NORTHEAST OF POINT PLEASANT AND 1.0 MI (1.6 KM)
 KV0832'NORTHEAST OF POINT PLEASANT BEACH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV0836  USGS QUAD   -  POINT PLEASANT (2019)
 KV0836
 KV0836                         *CURRENT SURVEY CONTROL
 KV0836  ______________________________________________________________________
 KV0836* NAD 83(1996) POSITION- 40 06 10.53447(N) 074 02 15.30719(W)   ADJUSTED
 KV0836* NAVD 88 ORTHO HEIGHT -     2.439 (meters)        8.00  (feet) ADJUSTED
 KV0836  ______________________________________________________________________
 KV0836  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 KV0836  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 KV0836  DYNAMIC HEIGHT  -          2.438 (meters)        8.00  (feet) COMP
 KV0836  MODELED GRAVITY -    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 and
 KV0836.adjusted by the NATIONAL GEODETIC SURVEY
 KV0836.in March 2001.
 KV0836
 KV0836.No vertical observational check was made to the station.
 KV0836
 KV0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0836.GEOID18 height accuracy estimate available here.
 KV0836
 KV0836.This Tidal Bench Mark is designated as VM 2596
 KV0836.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0836
 KV0836.Click photographs - Photos may exist for this station.
 KV0836
 KV0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000480  x   0.99991913  =   0.99992393
 KV0836!UTM  18      -   1.00000480  x   0.99968283  =   0.99968763
 KV0836
 KV0836:                Primary Azimuth Mark                     Grid Az
 KV0836:SPC NJ       -  POINT PLEASANT MUNICIPAL TANK            202 35 15.5
 KV0836:UTM  18      -  POINT PLEASANT MUNICIPAL TANK            202 15 55.8
 KV0836
 KV0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8202839624(NAD 83)
 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) SUPERSEDED  3 0
 KV0836  NGVD 29 (04/16/92)    2.775  (m)            9.10   (f) ADJUSTED    1 1
 KV0836  NGVD 29 (??/??/87)    2.818  (m)            9.25   (f) SUPERSEDED  1 1
 KV0836  NGVD 29               2.82   (m)            9.3    (f) LEVELING    3  
 KV0836
 KV0836.Superseded values are not recommended for survey control.
 KV0836
 KV0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0836.See file dsdata.pdf to determine how the superseded data were derived.
 KV0836
 KV0836_MARKER: DB = BENCH MARK DISK
 KV0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0836_STAMPING: NO 5 1936
 KV0836_MARK LOGO: CGS
 KV0836_PROJECTION: RECESSED 3 CENTIMETERS
 KV0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0836+STABILITY: SURFACE MOTION
 KV0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0836+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 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  HISTORY     - 20120718 GOOD             NJGS
 KV0836  HISTORY     - 20141008 GOOD             NJDEP
 KV0836  HISTORY     - 20180716 MARK NOT FOUND   NJGS
 KV0836  HISTORY     - 20220315 MARK NOT FOUND   NGS
 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.
 KV0836
 KV0836                          STATION RECOVERY (2012)
 KV0836
 KV0836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0836'RECOVERED IN GOOD CONDITION.
 KV0836'
 KV0836'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH OF ASBURY
 KV0836'PARK, 2.1 MI (3.4 KM) NORTHEAST OF POINT PLEASANT AND 1.0 MI (1.6 KM)
 KV0836'NORTHEAST OF POINT PLEASANT BEACH.
 KV0836
 KV0836                          STATION RECOVERY (2014)
 KV0836
 KV0836'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2014 (MT)
 KV0836'RECOVERED IN GOOD CONDITION
 KV0836
 KV0836                          STATION RECOVERY (2018)
 KV0836
 KV0836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV0836'THE COAST GUARD FACILITY HAS HAD MAJOR RENOVATIONS AT THE LOCATION OF
 KV0836'THE STATION AS DETERMINED BY THE REFERENCE DISTANCES AND OPUS POSITION
 KV0836'SOLUTION.
 KV0836'
 KV0836'THE POSITION FALLS UNDER THE PARKING LOT.
 KV0836
 KV0836                          STATION RECOVERY (2022)
 KV0836
 KV0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (PF)
 KV0836'NOT FOUND.  MARK POSSIBLY DESTROYED BY CONSTRUCTION OF NEW PARKING
 KV0836'LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8482 ***********************************************************************
 AI8482  DESIGNATION -  853 2786 F TIDAL
 AI8482  PID         -  AI8482
 AI8482  STATE/COUNTY-  NJ/OCEAN
 AI8482  COUNTRY     -  US
 AI8482  USGS QUAD   -  POINT PLEASANT (2019)
 AI8482
 AI8482                         *CURRENT SURVEY CONTROL
 AI8482  ______________________________________________________________________
 AI8482* NAD 83(1986) POSITION- 40 02 14.47   (N) 074 03 11.72   (W)   HD_HELD1
 AI8482* NAVD 88 ORTHO HEIGHT -     0.266 (meters)        0.87  (feet) ADJUSTED
 AI8482  ______________________________________________________________________
 AI8482  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 AI8482  DYNAMIC HEIGHT  -          0.266 (meters)        0.87  (feet) COMP
 AI8482  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 AI8482
 AI8482  VERT ORDER      -  FIRST     CLASS I
 AI8482
 AI8482.The horizontal coordinates were determined by differentially corrected
 AI8482.hand held GPS observations or other comparable positioning techniques
 AI8482.and have an estimated accuracy of +/- 3 meters.
 AI8482
 AI8482.The orthometric height was determined by differential leveling and
 AI8482.adjusted by the NATIONAL GEODETIC SURVEY
 AI8482.in March 2001.
 AI8482
 AI8482.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8482.GEOID18 height accuracy estimate available here.
 AI8482
 AI8482.Click photographs - Photos may exist for this station.
 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       -   133,757.1     188,124.7     MT  (+/- 3 meters HH1 GPS) 
 AI8482
 AI8482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8077032332(NAD 83)
 AI8482
 AI8482                          SUPERSEDED SURVEY CONTROL
 AI8482
 AI8482.No superseded survey control is available for this station.
 AI8482
 AI8482_MARKER: DJ = TIDAL STATION DISK
 AI8482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI8482_STAMPING: 2786 F 1976
 AI8482_MARK LOGO: NOS
 AI8482_PROJECTION: RECESSED 4 CENTIMETERS
 AI8482_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI8482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8482+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2016
 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  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 AI8482  HISTORY     - 20160610 POOR             NJGS
 AI8482  HISTORY     - 20160711 POOR             NJGS
 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.
 AI8482'
 AI8482'TO REACH THE STATION FROM THE INTERSECTION OF OCEAN AVENUE, STATE
 AI8482'ROUTE 35 AND HERBERT STREET, COUNTY ROAD 528, JUST EAST FROM THE
 AI8482'BRIDGE CARRYING COUNTY ROAD 528 OVER THE BARNEGAT BAY, GO 0.05 MI
 AI8482'(0.08 KM) WEST ON COUNTY ROAD 528 TO THE INTERSECTION WITH BAY AVENUE
 AI8482'ON THE LEFT. TURN LEFT AND GO SOUTH ON BAY AVENUE FOR ABOUT 0.55 MI
 AI8482'(0.89 KM) TO THE INTERSECTION WITH DOWNER AVENUE.  TURN LEFT AND GO
 AI8482'WEST ON DOWNER FOR ABOUT 0.10 MI (0.16 KM) TO THE END OF THE STREET
 AI8482'AND THE STATION ON THE RIGHT.
 AI8482'
 AI8482'THE STATION IS 1.2 FT (0.4 M) NORTH FROM THE NORTH CURB OF DOWNER
 AI8482'AVENUE, 43.8 FT (13.4 M) EAST FROM THE NORTHEAST CORNER OF THE TIMBER
 AI8482'BULKHEAD ADJACENT TO BARNEGAT BAY,9.1 FT WEST FROM THE SOUTHEAST
 AI8482'CORNER OF THE FRONT PORCH FOR THE MANTOLOKING YACHT CLUB, A ONE STORY
 AI8482'FRAME BUILDING AND 48.4 FT (14.8 M) WEST FROM POLE NUMBER V 21 MG.
 AI8482
 AI8482                          STATION RECOVERY (2002)
 AI8482
 AI8482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI8482'RECOVERED IN GOOD CONDITION.
 AI8482
 AI8482                          STATION RECOVERY (2015)
 AI8482
 AI8482'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 AI8482'THE DISK HAS BEEN PRIED OFF OF ITS STEM, THE STEM WAS FOUND BENT DUE
 AI8482'TO THE DEMOLITION OF THE OLD BOROUGH HALL.
 AI8482
 AI8482                          STATION RECOVERY (2016)
 AI8482
 AI8482'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI8482'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF SEASIDE PARK,
 AI8482'3.7 MI (6.0 KM) SOUTH OF POINT PLEASANT BEACH AND 3.3 MI (5.3 KM)
 AI8482'SOUTH-SOUTHEAST OF POINT PLEASANT, IN THE BOROUGH OF MANTOLOKING.
 AI8482'
 AI8482'THE STATION IN IN A PVC PIPE BETWEEN THE CURB AND SIDEWALK AT THE WEST
 AI8482'END OF DOWNER AVENUE.
 AI8482'
 AI8482'THE STATION IS 8 FT (2.4 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF
 AI8482'THE PORCH TO THE MANTOLOKING YACHT CLUB, 49 FT (14.9 M) WEST-NORTHWEST
 AI8482'OF POLE NUMBER JC21MTB, 42 FT (12.8 M) EAST-SOUTHEAST OF A WOODEN GATE
 AI8482'FOR THE BULKHEAD AREA OF THE YACHT CLUB, 3 FT (0.9 M) NORTHWEST OF THE
 AI8482'NORTHWEST CORNER OF AN INLET.
 AI8482'
 AI8482'THE ROD HAS BEEN BENT.
 AI8482
 AI8482                          STATION RECOVERY (2016)
 AI8482
 AI8482'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI8482'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8483 ***********************************************************************
 AI8483  DESIGNATION -  853 2786 G TIDAL
 AI8483  PID         -  AI8483
 AI8483  STATE/COUNTY-  NJ/OCEAN
 AI8483  COUNTRY     -  US
 AI8483  USGS QUAD   -  POINT PLEASANT (2019)
 AI8483
 AI8483                         *CURRENT SURVEY CONTROL
 AI8483  ______________________________________________________________________
 AI8483* NAD 83(1986) POSITION- 40 02 13.89   (N) 074 03 07.91   (W)   HD_HELD1
 AI8483* NAVD 88 ORTHO HEIGHT -     0.736 (meters)        2.41  (feet) ADJUSTED
 AI8483  ______________________________________________________________________
 AI8483  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 AI8483  DYNAMIC HEIGHT  -          0.735 (meters)        2.41  (feet) COMP
 AI8483  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 AI8483
 AI8483  VERT ORDER      -  FIRST     CLASS I
 AI8483
 AI8483.The horizontal coordinates were determined by differentially corrected
 AI8483.hand held GPS observations or other comparable positioning techniques
 AI8483.and have an estimated accuracy of +/- 3 meters.
 AI8483
 AI8483.The orthometric height was determined by differential leveling and
 AI8483.adjusted by the NATIONAL GEODETIC SURVEY
 AI8483.in March 2001.
 AI8483
 AI8483.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8483.GEOID18 height accuracy estimate available here.
 AI8483
 AI8483.Click photographs - Photos may exist for this station.
 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       -   133,739.6     188,215.1     MT  (+/- 3 meters HH1 GPS) 
 AI8483
 AI8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8086032315(NAD 83)
 AI8483
 AI8483                          SUPERSEDED SURVEY CONTROL
 AI8483
 AI8483.No superseded survey control is available for this station.
 AI8483
 AI8483_MARKER: DJ = TIDAL STATION DISK
 AI8483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8483_STAMPING: 2786 G 1976
 AI8483_MARK LOGO: NOS
 AI8483_PROJECTION: RECESSED 4 CENTIMETERS
 AI8483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8483+STABILITY: SURFACE MOTION
 AI8483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8483+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 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  HISTORY     - 20120629 GOOD             NJGS
 AI8483  HISTORY     - 20130228 GOOD             BOSWEL
 AI8483  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 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.
 AI8483'
 AI8483'TO REACH THE STATION FROM THE INTERSECTION OF OCEAN AVENUE, STATE
 AI8483'ROUTE 35 AND HERBERT STREET, COUNTY ROAD 528, JUST EAST FROM THE
 AI8483'BRIDGE CARRYING COUNTY ROAD 528 OVER THE BARNEGAT BAY, GO 0.05 MI
 AI8483'(0.08 KM) WEST ON COUNTY ROAD 528 TO THE INTERSECTION WITH BAY AVENUE
 AI8483'ON THE LEFT. TURN LEFT AND GO SOUTH ON BAY AVENUE FOR ABOUT 0.55 MI
 AI8483'(0.89 KM) TO THE INTERSECTION WITH DOWNER AVENUE AND THE STATION ON
 AI8483'THE LEFT, SET AT THE NORTHEAST CORNER OF THE INTERSECTION NEAR THE
 AI8483'WEST CORNER OF THE BOROUGH CITY HALL AND FIRE STATION, A TWO STORY
 AI8483'BRICK BUILDING.
 AI8483'
 AI8483'THE STATION IS 12.8 FT (3.9 M) NORTH FROM THE NORTH CURB OF DOWNER
 AI8483'AVENUE, 27.0 FT (8.2 M) EAST FROM THE EAST CURB OF BAY AVENUE AND 10.7
 AI8483'FT (3.3 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.
 AI8483
 AI8483                          STATION RECOVERY (2012)
 AI8483
 AI8483'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI8483'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF SEASIDE PARK,
 AI8483'3.7 MI (6.0 KM) SOUTH OF POINT PLEASANT BEACH AND 3.3 MI (5.3 KM)
 AI8483'SOUTH-SOUTHEAST OF POINT PLEASANT.
 AI8483
 AI8483                          STATION RECOVERY (2013)
 AI8483
 AI8483'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 AI8483'RECOVERED IN GOOD CONDITION.
 AI8483
 AI8483                          STATION RECOVERY (2015)
 AI8483
 AI8483'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 AI8483'THE DISK HAS BEEN PRIED OFF OF ITS STEM, THE STEM WAS FOUND BENT, THE
 AI8483'BOROUGH HALL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8484 ***********************************************************************
 AI8484  DESIGNATION -  853 2786 H TIDAL
 AI8484  PID         -  AI8484
 AI8484  STATE/COUNTY-  NJ/OCEAN
 AI8484  COUNTRY     -  US
 AI8484  USGS QUAD   -  POINT PLEASANT (2019)
 AI8484
 AI8484                         *CURRENT SURVEY CONTROL
 AI8484  ______________________________________________________________________
 AI8484* NAD 83(1986) POSITION- 40 02 16.53   (N) 074 03 08.65   (W)   HD_HELD1
 AI8484* NAVD 88 ORTHO HEIGHT -     0.870 (meters)        2.85  (feet) ADJUSTED
 AI8484  ______________________________________________________________________
 AI8484  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 AI8484  DYNAMIC HEIGHT  -          0.870 (meters)        2.85  (feet) COMP
 AI8484  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 AI8484
 AI8484  VERT ORDER      -  FIRST     CLASS II
 AI8484
 AI8484.The horizontal coordinates were determined by differentially corrected
 AI8484.hand held GPS observations or other comparable positioning techniques
 AI8484.and have an estimated accuracy of +/- 3 meters.
 AI8484
 AI8484.The orthometric height was determined by differential leveling and
 AI8484.adjusted by the NATIONAL GEODETIC SURVEY
 AI8484.in March 2017.
 AI8484
 AI8484.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8484.GEOID18 height accuracy estimate available here.
 AI8484
 AI8484.Click photographs - Photos may exist for this station.
 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       -   133,821.0     188,197.1     MT  (+/- 3 meters HH1 GPS) 
 AI8484
 AI8484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8084232396(NAD 83)
 AI8484
 AI8484                          SUPERSEDED SURVEY CONTROL
 AI8484
 AI8484  NAVD 88 (03/01/01)    0.868  (m)            2.85   (f) SUPERSEDED  1 1
 AI8484
 AI8484.Superseded values are not recommended for survey control.
 AI8484
 AI8484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8484.See file dsdata.pdf to determine how the superseded data were derived.
 AI8484
 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 - April 11, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 AI8484  HISTORY     - 20160411 GOOD             NJGS
 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.
 AI8484
 AI8484                          STATION RECOVERY (2012)
 AI8484
 AI8484'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI8484'RECOVERED IN GOOD CONDITION.
 AI8484'
 AI8484'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF
 AI8484'SEASIDE PARK, 3.7 MI (6.0 KM) SOUTH OF POINT PLEASANT BEACH AND 3.2 MI
 AI8484'(5.1 KM) SOUTH-SOUTHEAST OF POINT PLEASANT.
 AI8484'
 AI8484'THE STATION IS 7.8 FT (2.4 M) SOUTH-SOUTHEAST FROM THE NORTH END OF
 AI8484'THE POST AND RAIL WOOD FENCE, 4.5 FT (1.4 M) NORTH FROM THE INSIDE
 AI8484'ANGLE POINT OF THE POST AND RAIL WOOD FENCE AND 19.1 FT (5.8 M)
 AI8484'EAST-SOUTHEAST FROM A 15 INCH (38 CM) DIAMETER PINE TREE.
 AI8484
 AI8484                          STATION RECOVERY (2016)
 AI8484
 AI8484'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI8484'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7930 ***********************************************************************
 DP7930  DESIGNATION -  853 2885 B TIDAL
 DP7930  PID         -  DP7930
 DP7930  STATE/COUNTY-  NJ/OCEAN
 DP7930  COUNTRY     -  US
 DP7930  USGS QUAD   -  SEASIDE PARK (2019)
 DP7930
 DP7930                         *CURRENT SURVEY CONTROL
 DP7930  ______________________________________________________________________
 DP7930* NAD 83(1986) POSITION- 39 59 11.86   (N) 074 04 05.33   (W)   HD_HELD1
 DP7930* NAVD 88 ORTHO HEIGHT -     0.644 (meters)        2.11  (feet) ADJUSTED
 DP7930  ______________________________________________________________________
 DP7930  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 DP7930  DYNAMIC HEIGHT  -          0.644 (meters)        2.11  (feet) COMP
 DP7930  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 DP7930
 DP7930  VERT ORDER      -  FIRST     CLASS II
 DP7930
 DP7930.The horizontal coordinates were determined by differentially corrected
 DP7930.hand held GPS observations or other comparable positioning techniques
 DP7930.and have an estimated accuracy of +/- 3 meters.
 DP7930
 DP7930.The orthometric height was determined by differential leveling and
 DP7930.adjusted by the NATIONAL GEODETIC SURVEY
 DP7930.in September 2015.
 DP7930
 DP7930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7930.GEOID18 height accuracy estimate available here.
 DP7930
 DP7930.Click photographs - Photos may exist for this station.
 DP7930
 DP7930.The dynamic height is computed by dividing the NAVD 88
 DP7930.geopotential number by the normal gravity value computed on the
 DP7930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7930.degrees latitude (g = 980.6199 gals.).
 DP7930
 DP7930.The modeled gravity was interpolated from observed gravity values.
 DP7930
 DP7930;                    North         East    Units  Estimated Accuracy
 DP7930;SPC NJ       -   128,119.1     186,881.1     MT  (+/- 3 meters HH1 GPS) 
 DP7930
 DP7930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7955826688(NAD 83)
 DP7930
 DP7930                          SUPERSEDED SURVEY CONTROL
 DP7930
 DP7930.No superseded survey control is available for this station.
 DP7930
 DP7930_MARKER: DJ = TIDAL STATION DISK
 DP7930_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP7930_STAMPING: 2885 B 1976
 DP7930_MARK LOGO: NOS
 DP7930_PROJECTION: RECESSED 5 CENTIMETERS
 DP7930_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7930+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2016
 DP7930_ROD/PIPE-DEPTH: 17.1 meters
 DP7930
 DP7930  HISTORY     - Date     Condition        Report By
 DP7930  HISTORY     - 1976     MONUMENTED       NOS
 DP7930  HISTORY     - 20120629 GOOD             NJGS
 DP7930  HISTORY     - 20160616 GOOD             USFWS
 DP7930
 DP7930                          STATION DESCRIPTION
 DP7930
 DP7930'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7930'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF TOMS
 DP7930'RIVER, 6.7 MI (10.8 KM) SOUTH OF POINT PLEASANT AND 4.2 MI (6.8 KM)
 DP7930'NORTH OF SEASIDE PARK.
 DP7930'
 DP7930'THE STATION IS LOCATED IN THE TOWNSHIP OF TOMS RIVER IN THE LOCAL
 DP7930'COMMUNITY OF OCEAN BEACH UNIT NO. 2 AT THE SOUTHWEST CORNER OF THE TEE
 DP7930'INTERSECTION OF RAILROAD WAY AND GULL LANE.
 DP7930'
 DP7930'THE STATION IS 31.0 FT (9.4 M) SOUTH FROM THE CENTERLINE OF GULL LANE,
 DP7930'36.0 FT (11.0 M) WEST FROM THE WEST CURB OF STATE HIGHWAY 35
 DP7930'SOUTHBOUND, 43.0 FT (13.1 M) SOUTH FROM THE SOUTHEAST CORNER OF HOUSE
 DP7930'NUMBER 200 GULL LANE, 37.4 FT (11.4 M) SOUTHWEST FROM WOOD UTILITY
 DP7930'POLE NUMBER 216761 ACHO 15 D212, 40.8 FT (12.4 M) SOUTHEAST FROM WOOD
 DP7930'UTILITY POLE NUMBER JC 4299 DV, 3.2 FT (1.0 M) SOUTHWEST FROM A 2 FT
 DP7930'(0.6 M) RADIUS WATER METER, 9.5 FT (2.9 M) NORTH FROM THE NORTHEAST
 DP7930'CORNER OF A WOODEN BULKHEAD AND 1.0 FT (0.3 M) NORTH FROM A METAL
 DP7930'WITNESS POST WITH SIGN ATTACHED.
 DP7930'
 DP7930'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP7930
 DP7930                          STATION RECOVERY (2016)
 DP7930
 DP7930'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2016
 DP7930'WAS BURIED UNDER SOME SEDIMENT ABOUT 6 INCHES
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7929 ***********************************************************************
 DP7929  DESIGNATION -  853 2885 C TIDAL
 DP7929  PID         -  DP7929
 DP7929  STATE/COUNTY-  NJ/OCEAN
 DP7929  COUNTRY     -  US
 DP7929  USGS QUAD   -  SEASIDE PARK (2019)
 DP7929
 DP7929                         *CURRENT SURVEY CONTROL
 DP7929  ______________________________________________________________________
 DP7929* NAD 83(1986) POSITION- 39 59 07.47   (N) 074 04 05.02   (W)   HD_HELD1
 DP7929* NAVD 88 ORTHO HEIGHT -     0.652 (meters)        2.14  (feet) ADJUSTED
 DP7929  ______________________________________________________________________
 DP7929  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 DP7929  DYNAMIC HEIGHT  -          0.652 (meters)        2.14  (feet) COMP
 DP7929  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 DP7929
 DP7929  VERT ORDER      -  FIRST     CLASS II
 DP7929
 DP7929.The horizontal coordinates were determined by differentially corrected
 DP7929.hand held GPS observations or other comparable positioning techniques
 DP7929.and have an estimated accuracy of +/- 3 meters.
 DP7929
 DP7929.The orthometric height was determined by differential leveling and
 DP7929.adjusted by the NATIONAL GEODETIC SURVEY
 DP7929.in March 2017.
 DP7929
 DP7929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7929.GEOID18 height accuracy estimate available here.
 DP7929
 DP7929.Click photographs - Photos may exist for this station.
 DP7929
 DP7929.The dynamic height is computed by dividing the NAVD 88
 DP7929.geopotential number by the normal gravity value computed on the
 DP7929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7929.degrees latitude (g = 980.6199 gals.).
 DP7929
 DP7929.The modeled gravity was interpolated from observed gravity values.
 DP7929
 DP7929;                    North         East    Units  Estimated Accuracy
 DP7929;SPC NJ       -   127,983.7     186,889.1     MT  (+/- 3 meters HH1 GPS) 
 DP7929
 DP7929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7956726553(NAD 83)
 DP7929
 DP7929                          SUPERSEDED SURVEY CONTROL
 DP7929
 DP7929  NAVD 88 (09/24/15)    0.650  (m)            2.13   (f) SUPERSEDED  1 2
 DP7929
 DP7929.Superseded values are not recommended for survey control.
 DP7929
 DP7929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP7929.See file dsdata.pdf to determine how the superseded data were derived.
 DP7929
 DP7929_MARKER: DJ = TIDAL STATION DISK
 DP7929_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP7929_STAMPING: 2885 C 1976
 DP7929_MARK LOGO: NOS
 DP7929_PROJECTION: FLUSH
 DP7929_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7929+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2023
 DP7929_ROD/PIPE-DEPTH: 15.2 meters
 DP7929
 DP7929  HISTORY     - Date     Condition        Report By
 DP7929  HISTORY     - 1976     MONUMENTED       NOS
 DP7929  HISTORY     - 20120629 GOOD             NJGS
 DP7929  HISTORY     - 20160411 GOOD             NJGS
 DP7929  HISTORY     - 20230109 GOOD             NJGS
 DP7929
 DP7929                          STATION DESCRIPTION
 DP7929
 DP7929'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7929'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF TOMS
 DP7929'RIVER, 6.7 MI (10.8 KM) SOUTH OF POINT PLEASANT AND 4.1 MI (6.6 KM)
 DP7929'NORTH OF SEASIDE PARK, THE STATION IS LOCATED IN THE TOWNSHIP OF TOMS
 DP7929'RIVER, IN THE LOCAL COMMUNITY OF OCEAN BEACH.
 DP7929'
 DP7929'THE STATION IS AT UNIT NO. 2 ON THE EAST SIDE OF WEST CENTRAL AVENUE
 DP7929'(STATE HIGHWAY 35 SOUTHBOUND) AT THE SOUTHEAST CORNER OF THE TEE
 DP7929'INTERSECTION WITH WEST SEA WAY AND ALSO OPPOSITE FROM AND ACROSS WEST
 DP7929'CENTRAL AVENUE FROM THE EXTENDED CENTERLINE OF LAGOON LANE.
 DP7929'
 DP7929'THE STATION IS 29.0 FT (8.8 M) SOUTH FROM THE CENTERLINE OF WEST SEA
 DP7929'WAY, 1.5 FT (0.5 M) EAST FROM THE EAST CURB OF WEST CENTRAL AVENUE AND
 DP7929'54.6 FT (16.6 M) NORTHEAST AND ACROSS WEST CENTRAL AVENUE FROM WOOD
 DP7929'UTILITY POLE NUMBER BT 557 DVT.  THE STATION IS SET FLUSH WITHIN
 DP7929'GRAVEL LANDSCAPING IN A 4 INCH (10 CM) DIAMETER PLASTIC PIPE IN FRONT
 DP7929'OF HOUSE NUMBER 125, 1 FT (0.3 M) WEST OF A WITNESS POST.
 DP7929'
 DP7929'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP7929'
 DP7929'DATA LINK (HTTP
 DP7929'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
 DP7929
 DP7929                          STATION RECOVERY (2016)
 DP7929
 DP7929'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7929'RECOVERED AS DESCRIBED.
 DP7929
 DP7929                          STATION RECOVERY (2023)
 DP7929
 DP7929'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (FA)
 DP7929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2449 ***********************************************************************
 JU2449  DESIGNATION -  853 3051 D TIDAL
 JU2449  PID         -  JU2449
 JU2449  STATE/COUNTY-  NJ/OCEAN
 JU2449  COUNTRY     -  US
 JU2449  USGS QUAD   -  TOMS RIVER (2019)
 JU2449
 JU2449                         *CURRENT SURVEY CONTROL
 JU2449  ______________________________________________________________________
 JU2449* NAD 83(1986) POSITION- 39 57 04.     (N) 074 11 53.     (W)   SCALED
 JU2449* NAVD 88 ORTHO HEIGHT -     0.689 (meters)        2.26  (feet) ADJUSTED
 JU2449  ______________________________________________________________________
 JU2449  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 JU2449  DYNAMIC HEIGHT  -          0.688 (meters)        2.26  (feet) COMP
 JU2449  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 JU2449
 JU2449  VERT ORDER      -  FIRST     CLASS II
 JU2449
 JU2449.The horizontal coordinates were scaled from a map and have
 JU2449.an estimated accuracy of +/- 6 seconds.
 JU2449
 JU2449.The orthometric height was determined by differential leveling and
 JU2449.adjusted by the NATIONAL GEODETIC SURVEY
 JU2449.in June 1991.
 JU2449
 JU2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2449.GEOID18 height accuracy estimate available here.
 JU2449
 JU2449.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK685226(NAD 83)
 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
 JU2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2449.See file dsdata.pdf to determine how the superseded data were derived.
 JU2449
 JU2449_MARKER: DJ = TIDAL STATION DISK
 JU2449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2449_STAMPING: 3051 D 1976
 JU2449_MARK LOGO: NOS
 JU2449_PROJECTION: FLUSH
 JU2449_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 JU2450 ***********************************************************************
 JU2450  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2450  DESIGNATION -  853 3051 E TIDAL
 JU2450  PID         -  JU2450
 JU2450  STATE/COUNTY-  NJ/OCEAN
 JU2450  COUNTRY     -  US
 JU2450  USGS QUAD   -  TOMS RIVER (2019)
 JU2450
 JU2450                         *CURRENT SURVEY CONTROL
 JU2450  ______________________________________________________________________
 JU2450* NAD 83(1986) POSITION- 39 57 04.95   (N) 074 11 51.28   (W)   HD_HELD1
 JU2450* NAVD 88 ORTHO HEIGHT -     2.086 (meters)        6.84  (feet) ADJUSTED
 JU2450  ______________________________________________________________________
 JU2450  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 JU2450  DYNAMIC HEIGHT  -          2.085 (meters)        6.84  (feet) COMP
 JU2450  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 JU2450
 JU2450  VERT ORDER      -  FIRST     CLASS II
 JU2450
 JU2450.The horizontal coordinates were determined by differentially corrected
 JU2450.hand held GPS observations or other comparable positioning techniques
 JU2450.and have an estimated accuracy of +/- 3 meters.
 JU2450
 JU2450.The orthometric height was determined by differential leveling and
 JU2450.adjusted by the NATIONAL GEODETIC SURVEY
 JU2450.in May 2011.
 JU2450
 JU2450.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2450.GEOID18 height accuracy estimate available here.
 JU2450
 JU2450.This Tidal Bench Mark is designated as VM 21340
 JU2450.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2450
 JU2450.Click photographs - Photos may exist for this station.
 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       -   124,159.7     175,840.7     MT  (+/- 3 meters HH1 GPS) 
 JU2450
 JU2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6854322668(NAD 83)
 JU2450
 JU2450                          SUPERSEDED SURVEY CONTROL
 JU2450
 JU2450  NAVD 88 (06/15/91)    2.088  (m)            6.85   (f) SUPERSEDED  1 2
 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
 JU2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2450.See file dsdata.pdf to determine how the superseded data were derived.
 JU2450
 JU2450_MARKER: DJ = TIDAL STATION DISK
 JU2450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2450_STAMPING: 3051 E 1976
 JU2450_MARK LOGO: NOS
 JU2450_PROJECTION: FLUSH
 JU2450_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2450+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2010
 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  HISTORY     - 20060712 GOOD             NJGS
 JU2450  HISTORY     - 20100409 GOOD             NJGS
 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.
 JU2450
 JU2450                          STATION RECOVERY (2006)
 JU2450
 JU2450'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU2450'RECOVERED AS DESCRIBED.
 JU2450
 JU2450                          STATION RECOVERY (2010)
 JU2450
 JU2450'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU2450'THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5995 ***********************************************************************
 DM5995  DESIGNATION -  853 3055 4 TIDAL
 DM5995  PID         -  DM5995
 DM5995  STATE/COUNTY-  NJ/OCEAN
 DM5995  COUNTRY     -  US
 DM5995  USGS QUAD   -  SEASIDE PARK (2019)
 DM5995
 DM5995                         *CURRENT SURVEY CONTROL
 DM5995  ______________________________________________________________________
 DM5995* NAD 83(1986) POSITION- 39 56 55.     (N) 074 07 04.     (W)   SCALED
 DM5995* NAVD 88 ORTHO HEIGHT -     1.854 (meters)        6.08  (feet) ADJUSTED
 DM5995  ______________________________________________________________________
 DM5995  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 DM5995  DYNAMIC HEIGHT  -          1.853 (meters)        6.08  (feet) COMP
 DM5995  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 DM5995
 DM5995  VERT ORDER      -  FIRST     CLASS II
 DM5995
 DM5995.The horizontal coordinates were scaled from a map and have
 DM5995.an estimated accuracy of +/- 6 seconds.
 DM5995
 DM5995.The orthometric height was determined by differential leveling and
 DM5995.adjusted by the NATIONAL GEODETIC SURVEY
 DM5995.in May 2011.
 DM5995
 DM5995.No vertical observational check was made to the station.
 DM5995
 DM5995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5995.GEOID18 height accuracy estimate available here.
 DM5995
 DM5995.Click photographs - Photos may exist for this station.
 DM5995
 DM5995.The dynamic height is computed by dividing the NAVD 88
 DM5995.geopotential number by the normal gravity value computed on the
 DM5995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5995.degrees latitude (g = 980.6199 gals.).
 DM5995
 DM5995.The modeled gravity was interpolated from observed gravity values.
 DM5995
 DM5995;                    North         East    Units  Estimated Accuracy
 DM5995;SPC NJ       -   123,880.      182,660.      MT  (+/- 180 meters Scaled)
 DM5995
 DM5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK753224(NAD 83)
 DM5995
 DM5995                          SUPERSEDED SURVEY CONTROL
 DM5995
 DM5995.No superseded survey control is available for this station.
 DM5995
 DM5995_MARKER: DB = BENCH MARK DISK
 DM5995_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5995_SP_SET: SWIMMING POOL DECK
 DM5995_STAMPING: NO 4 1967
 DM5995_MARK LOGO: CGS
 DM5995_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5995+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 DM5995
 DM5995  HISTORY     - Date     Condition        Report By
 DM5995  HISTORY     - 1967     MONUMENTED       CGS
 DM5995  HISTORY     - 20070707 GOOD             NJGS
 DM5995
 DM5995                          STATION DESCRIPTION
 DM5995
 DM5995'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM5995'THE STATION IS PART OF (COATES POINT, 853 3055) THE NJ TIDAL DATUM
 DM5995'NETWORK.
 DM5995'
 DM5995'THE STATION IS LOCATED IN DOVER TOWNSHIP, IN THE COATES POINT AREA.
 DM5995'
 DM5995'TO REACH THE STATION FROM THE JUNCTION OF NJ HIGHWAY 37 AND FISHER
 DM5995'BOULEVARD (COUNTY ROUTE 549 SPUR) GO 0.25 MI (0.4 KM) EAST ON HIGHWAY
 DM5995'37 TO THE JUNCTION WITH GRAY ROAD ON THE RIGHT, TURN RIGHT AND GO 0.1
 DM5995'MI (0.16 KM) SOUTH TO THE JUNCTION WITH ANCHOR SQUARE STREET, TURN
 DM5995'LEFT AND GO ABOUT 0.1 MI (0.16 KM) EAST TO THE END OF THE TRAVELED WAY
 DM5995'AND THE STATION ON THE LEFT.
 DM5995'
 DM5995'THE STATION IS SET IN THE SOUTHEAST CORNER OF A FORMER POOL SWIM CLUB
 DM5995'CONCRETE POOL FOUNDATION INSIDE THE BLOCK WALL, ABOUT 6.0 FT (1.8 M)
 DM5995'EAST OF POLE NUMBER BT 1747 DVT, 20.5 FT (6.2 M) NORTH OF THE
 DM5995'CENTERLINE OF ANCHOR SQUARE STREET.  THE STATION IS ABOUT 3.0 FT (0.9
 DM5995'M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5996 ***********************************************************************
 DM5996  DESIGNATION -  853 3055 E TIDAL
 DM5996  PID         -  DM5996
 DM5996  STATE/COUNTY-  NJ/OCEAN
 DM5996  COUNTRY     -  US
 DM5996  USGS QUAD   -  SEASIDE PARK (2019)
 DM5996
 DM5996                         *CURRENT SURVEY CONTROL
 DM5996  ______________________________________________________________________
 DM5996* NAD 83(1986) POSITION- 39 56 57.     (N) 074 06 56.     (W)   SCALED
 DM5996* NAVD 88 ORTHO HEIGHT -     1.244 (meters)        4.08  (feet) ADJUSTED
 DM5996  ______________________________________________________________________
 DM5996  GEOID HEIGHT    -        -33.077 (meters)                     GEOID18
 DM5996  DYNAMIC HEIGHT  -          1.244 (meters)        4.08  (feet) COMP
 DM5996  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 DM5996
 DM5996  VERT ORDER      -  FIRST     CLASS II
 DM5996
 DM5996.The horizontal coordinates were scaled from a map and have
 DM5996.an estimated accuracy of +/- 6 seconds.
 DM5996
 DM5996.The orthometric height was determined by differential leveling and
 DM5996.adjusted by the NATIONAL GEODETIC SURVEY
 DM5996.in May 2011.
 DM5996
 DM5996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5996.GEOID18 height accuracy estimate available here.
 DM5996
 DM5996.Click photographs - Photos may exist for this station.
 DM5996
 DM5996.The dynamic height is computed by dividing the NAVD 88
 DM5996.geopotential number by the normal gravity value computed on the
 DM5996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5996.degrees latitude (g = 980.6199 gals.).
 DM5996
 DM5996.The modeled gravity was interpolated from observed gravity values.
 DM5996
 DM5996;                    North         East    Units  Estimated Accuracy
 DM5996;SPC NJ       -   123,940.      182,850.      MT  (+/- 180 meters Scaled)
 DM5996
 DM5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK755224(NAD 83)
 DM5996
 DM5996                          SUPERSEDED SURVEY CONTROL
 DM5996
 DM5996.No superseded survey control is available for this station.
 DM5996
 DM5996_MARKER: DJ = TIDAL STATION DISK
 DM5996_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM5996_STAMPING: 3055 E 1976
 DM5996_MARK LOGO: NOS
 DM5996_PROJECTION: RECESSED 10 CENTIMETERS
 DM5996_MAGNETIC: I = MARKER IS A STEEL ROD
 DM5996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5996+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 DM5996_ROD/PIPE-DEPTH: 11.9 meters
 DM5996
 DM5996  HISTORY     - Date     Condition        Report By
 DM5996  HISTORY     - UNK      MONUMENTED       NOS
 DM5996  HISTORY     - 20070707 GOOD             NJGS
 DM5996
 DM5996                          STATION DESCRIPTION
 DM5996
 DM5996'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM5996'THE STATION IS PART OF (COATES POINT, 853 3055) THE NJ TIDAL DATUM
 DM5996'NETWORK.
 DM5996'
 DM5996'THE STATION IS LOCATED IN DOVER TOWNSHIP, IN THE COATES POINT AREA.
 DM5996'
 DM5996'THE STATION IS LOCATED IN DOVER TOWNSHIP, SET IN THE TRAFFIC ISLAND
 DM5996'FOR THE NJ HIGHWAY 37 EAST BOUND LANES JUGHANDLE INTO DOUGLAS STREET
 DM5996'AT THE WEST END OF THE THOMAS A. MATHIS BRIDGE OVER BARNEGAT BAY.
 DM5996'
 DM5996'THE STATION IS 4.9 FT (1.5 M) SOUTH OF THE SOUTH CURB OF THE EAST
 DM5996'BOUND LANES OF ROUTE 37, 25.8 FT (7.9 M) EAST OF THE WEST TIP OF THE
 DM5996'GRASSY ISLAND, 52.5 FT (16.0 M) WEST OF THE NORTHWEST CORNER OF A
 DM5996'MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM5997 ***********************************************************************
 DM5997  DESIGNATION -  853 3055 F TIDAL
 DM5997  PID         -  DM5997
 DM5997  STATE/COUNTY-  NJ/OCEAN
 DM5997  COUNTRY     -  US
 DM5997  USGS QUAD   -  SEASIDE PARK (2019)
 DM5997
 DM5997                         *CURRENT SURVEY CONTROL
 DM5997  ______________________________________________________________________
 DM5997* NAD 83(1986) POSITION- 39 56 59.14   (N) 074 07 01.46   (W)   HD_HELD1
 DM5997* NAVD 88 ORTHO HEIGHT -     1.296 (meters)        4.25  (feet) ADJUSTED
 DM5997  ______________________________________________________________________
 DM5997  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 DM5997  DYNAMIC HEIGHT  -          1.295 (meters)        4.25  (feet) COMP
 DM5997  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 DM5997
 DM5997  VERT ORDER      -  FIRST     CLASS II
 DM5997
 DM5997.The horizontal coordinates were determined by differentially corrected
 DM5997.hand held GPS observations or other comparable positioning techniques
 DM5997.and have an estimated accuracy of +/- 3 meters.
 DM5997
 DM5997.The orthometric height was determined by differential leveling and
 DM5997.adjusted by the NATIONAL GEODETIC SURVEY
 DM5997.in May 2011.
 DM5997
 DM5997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5997.GEOID18 height accuracy estimate available here.
 DM5997
 DM5997.Click photographs - Photos may exist for this station.
 DM5997
 DM5997.The dynamic height is computed by dividing the NAVD 88
 DM5997.geopotential number by the normal gravity value computed on the
 DM5997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5997.degrees latitude (g = 980.6199 gals.).
 DM5997
 DM5997.The modeled gravity was interpolated from observed gravity values.
 DM5997
 DM5997;                    North         East    Units  Estimated Accuracy
 DM5997;SPC NJ       -   124,006.9     182,720.4     MT  (+/- 3 meters HH1 GPS) 
 DM5997
 DM5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7542222554(NAD 83)
 DM5997
 DM5997                          SUPERSEDED SURVEY CONTROL
 DM5997
 DM5997.No superseded survey control is available for this station.
 DM5997
 DM5997_MARKER: DJ = TIDAL STATION DISK
 DM5997_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM5997_STAMPING: 3055 F 1976
 DM5997_MARK LOGO: NOS
 DM5997_PROJECTION: RECESSED 10 CENTIMETERS
 DM5997_MAGNETIC: I = MARKER IS A STEEL ROD
 DM5997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5997+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 DM5997_ROD/PIPE-DEPTH: 15.2 meters
 DM5997
 DM5997  HISTORY     - Date     Condition        Report By
 DM5997  HISTORY     - 1976     MONUMENTED       NOS
 DM5997  HISTORY     - 20070707 GOOD             NJGS
 DM5997
 DM5997                          STATION DESCRIPTION
 DM5997
 DM5997'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 DM5997'THE STATION IS PART OF (COATES POINT, 853 3055) THE NJ TIDAL DATUM
 DM5997'NETWORK.
 DM5997'
 DM5997'THE STATION IS LOCATED IN DOVER TOWNSHIP, IN THE COATES POINT AREA.
 DM5997'
 DM5997'THE STATION IS LOCATED IN DOVER TOWNSHIP, SET IN THE GRASSY AREA ON
 DM5997'THE NORTH SIDE OF THE EXIT DRIVEWAY FOR THE PISCES SEAFOOD RESTAURANT
 DM5997'ON THE WESTBOUND LANES OF NJ HIGHWAY 37, ABOUT 0.05 MI (0.08 KM) WEST
 DM5997'OF THE WEST END OF THE THOMAS A MATHIS BRIDGE OVER THE BARNEGAT BAY.
 DM5997'
 DM5997'THE STATION IS 9.3 FT (2.8 M) NORTH OF THE NORTH CURBLINE OF WESTBOUND
 DM5997'HIGHWAY 37, 55.0 FT (16.8 M) WEST OF THE NORTH COLUMN OF THE SIGN FOR
 DM5997'THE MARKET, 54.1 FT (16.5 M) WEST OF POLE NUMBER JC 52DV, 61.4 FT
 DM5997'(18.7 M) EAST OF AN INLET, 24.6 FT (7.5 M) SOUTHEAST OF THE SOUTHEAST
 DM5997'CORNER OF THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0037 ***********************************************************************
 JU0037  DESIGNATION -  853 3065 TIDAL 2
 JU0037  PID         -  JU0037
 JU0037  STATE/COUNTY-  NJ/OCEAN
 JU0037  COUNTRY     -  US
 JU0037  USGS QUAD   -  TOMS RIVER (2019)
 JU0037
 JU0037                         *CURRENT SURVEY CONTROL
 JU0037  ______________________________________________________________________
 JU0037* NAD 83(1986) POSITION- 39 56 24.     (N) 074 11 23.     (W)   SCALED
 JU0037* NAVD 88 ORTHO HEIGHT -     5.197 (meters)       17.05  (feet) ADJUSTED
 JU0037  ______________________________________________________________________
 JU0037  GEOID HEIGHT    -        -33.034 (meters)                     GEOID18
 JU0037  DYNAMIC HEIGHT  -          5.195 (meters)       17.04  (feet) COMP
 JU0037  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 JU0037
 JU0037  VERT ORDER      -  FIRST     CLASS I
 JU0037
 JU0037.The horizontal coordinates were scaled from a map and have
 JU0037.an estimated accuracy of +/- 6 seconds.
 JU0037
 JU0037.The orthometric height was determined by differential leveling and
 JU0037.adjusted by the NATIONAL GEODETIC SURVEY
 JU0037.in June 1991.
 JU0037
 JU0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0037.GEOID18 height accuracy estimate available here.
 JU0037
 JU0037.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK692214(NAD 83)
 JU0037
 JU0037                          SUPERSEDED SURVEY CONTROL
 JU0037
 JU0037  NGVD 29 (04/16/92)    5.554  (m)           18.22   (f) ADJUSTED    1 1
 JU0037  NGVD 29 (01/10/92)    5.554  (m)           18.22   (f) SUPERSEDED  1 1
 JU0037  NGVD 29 (??/??/87)    5.584  (m)           18.32   (f) SUPERSEDED  1 1
 JU0037
 JU0037.Superseded values are not recommended for survey control.
 JU0037
 JU0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0037.See file dsdata.pdf to determine how the superseded data were derived.
 JU0037
 JU0037_MARKER: DB = BENCH MARK DISK
 JU0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0037_SP_SET: FOUNDATION
 JU0037_STAMPING: NO 2 1935
 JU0037_MARK LOGO: CGS
 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  HISTORY     - 20071017 MARK NOT FOUND   NJGS
 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.
 JU0037
 JU0037                          STATION RECOVERY (2007)
 JU0037
 JU0037'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (ECB)
 JU0037'THE FIRE HOUSE AND ITS FOUNDATION HAVE BEEN RAZED AND REPLACED WITH
 JU0037'NEW BUILDINGS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7805 ***********************************************************************
 AI7805  DESIGNATION -  853 3071 A TIDAL
 AI7805  PID         -  AI7805
 AI7805  STATE/COUNTY-  NJ/OCEAN
 AI7805  COUNTRY     -  US
 AI7805  USGS QUAD   -  SEASIDE PARK (2019)
 AI7805
 AI7805                         *CURRENT SURVEY CONTROL
 AI7805  ______________________________________________________________________
 AI7805* NAD 83(1986) POSITION- 39 56 32.82   (N) 074 04 14.16   (W)   HD_HELD1
 AI7805* NAVD 88 ORTHO HEIGHT -     4.104 (meters)       13.46  (feet) ADJUSTED
 AI7805  ______________________________________________________________________
 AI7805  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 AI7805  DYNAMIC HEIGHT  -          4.102 (meters)       13.46  (feet) COMP
 AI7805  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 AI7805
 AI7805  VERT ORDER      -  FIRST     CLASS II
 AI7805
 AI7805.The horizontal coordinates were determined by differentially corrected
 AI7805.hand held GPS observations or other comparable positioning techniques
 AI7805.and have an estimated accuracy of +/- 3 meters.
 AI7805
 AI7805.The orthometric height was determined by differential leveling and
 AI7805.adjusted by the NATIONAL GEODETIC SURVEY
 AI7805.in March 2001.
 AI7805
 AI7805.No vertical observational check was made to the station.
 AI7805
 AI7805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7805.GEOID18 height accuracy estimate available here.
 AI7805
 AI7805.Click photographs - Photos may exist for this station.
 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       -   123,213.3     186,695.3     MT  (+/- 3 meters HH1 GPS) 
 AI7805
 AI7805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7940021783(NAD 83)
 AI7805
 AI7805                          SUPERSEDED SURVEY CONTROL
 AI7805
 AI7805.No superseded survey control is available for this station.
 AI7805
 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 - April 11, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 AI7805  HISTORY     - 20160411 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.
 AI7805
 AI7805                          STATION RECOVERY (2012)
 AI7805
 AI7805'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI7805'RECOVERED IN GOOD CONDITION.
 AI7805'
 AI7805'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF
 AI7805'FORKED RIVER, 6.8 MI (10.9 KM) EAST OF TOMS RIVER AND 1.1 MI (1.8 KM)
 AI7805'NORTH-NORTHEAST OF SEASIDE PARK.
 AI7805'
 AI7805'THE PALACE ARCADE BUILDING IN THE PREVIOUS DESCRIPTION IS NOW CALLED
 AI7805'THE CASINO PIER.  THE PEDESTAL FOR THE PUBLIC TELEPHONE BOOTH HAS BEEN
 AI7805'REMOVED AND THE STATION IS NOW FLUSH WITH THE SIDEWALK.
 AI7805
 AI7805                          STATION RECOVERY (2016)
 AI7805
 AI7805'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI7805'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7806 ***********************************************************************
 AI7806  DESIGNATION -  853 3071 C TIDAL
 AI7806  PID         -  AI7806
 AI7806  STATE/COUNTY-  NJ/OCEAN
 AI7806  COUNTRY     -  US
 AI7806  USGS QUAD   -  SEASIDE PARK (2019)
 AI7806
 AI7806                         *CURRENT SURVEY CONTROL
 AI7806  ______________________________________________________________________
 AI7806* NAD 83(1986) POSITION- 39 56 30.     (N) 074 04 30.     (W)   SCALED
 AI7806* NAVD 88 ORTHO HEIGHT -     2.580 (meters)        8.46  (feet) ADJUSTED
 AI7806  ______________________________________________________________________
 AI7806  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 AI7806  DYNAMIC HEIGHT  -          2.579 (meters)        8.46  (feet) COMP
 AI7806  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 AI7806
 AI7806  VERT ORDER      -  FIRST     CLASS II
 AI7806
 AI7806.The horizontal coordinates were scaled from a map and have
 AI7806.an estimated accuracy of +/- 6 seconds.
 AI7806
 AI7806.The orthometric height was determined by differential leveling and
 AI7806.adjusted by the NATIONAL GEODETIC SURVEY
 AI7806.in March 2001.
 AI7806
 AI7806.No vertical observational check was made to the station.
 AI7806
 AI7806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7806.GEOID18 height accuracy estimate available here.
 AI7806
 AI7806.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK790216(NAD 83)
 AI7806
 AI7806                          SUPERSEDED SURVEY CONTROL
 AI7806
 AI7806.No superseded survey control is available for this station.
 AI7806
 AI7806_MARKER: DJ = TIDAL STATION DISK
 AI7806_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI7806_SP_SET: STEP
 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 = JULY 24, 2026 22:12:30 EDT
 AI7808 ***********************************************************************
 AI7808  DESIGNATION -  853 3135 A TIDAL
 AI7808  PID         -  AI7808
 AI7808  STATE/COUNTY-  NJ/OCEAN
 AI7808  COUNTRY     -  US
 AI7808  USGS QUAD   -  SEASIDE PARK (2019)
 AI7808
 AI7808                         *CURRENT SURVEY CONTROL
 AI7808  ______________________________________________________________________
 AI7808* NAD 83(1986) POSITION- 39 55 17.54   (N) 074 04 49.65   (W)   HD_HELD1
 AI7808* NAVD 88 ORTHO HEIGHT -     0.555 (meters)        1.82  (feet) ADJUSTED
 AI7808  ______________________________________________________________________
 AI7808  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 AI7808  DYNAMIC HEIGHT  -          0.555 (meters)        1.82  (feet) COMP
 AI7808  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 AI7808
 AI7808  VERT ORDER      -  FIRST     CLASS II
 AI7808
 AI7808.The horizontal coordinates were determined by differentially corrected
 AI7808.hand held GPS observations or other comparable positioning techniques
 AI7808.and have an estimated accuracy of +/- 3 meters.
 AI7808
 AI7808.The orthometric height was determined by differential leveling and
 AI7808.adjusted by the NATIONAL GEODETIC SURVEY
 AI7808.in March 2017.
 AI7808
 AI7808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7808.GEOID18 height accuracy estimate available here.
 AI7808
 AI7808.Click photographs - Photos may exist for this station.
 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       -   120,887.7     185,863.7     MT  (+/- 3 meters HH1 GPS) 
 AI7808
 AI7808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7858219453(NAD 83)
 AI7808
 AI7808                          SUPERSEDED SURVEY CONTROL
 AI7808
 AI7808  NAVD 88 (09/24/15)    0.553  (m)            1.81   (f) SUPERSEDED  1 2
 AI7808  NAVD 88 (03/01/01)    0.552  (m)            1.81   (f) SUPERSEDED  1 2
 AI7808
 AI7808.Superseded values are not recommended for survey control.
 AI7808
 AI7808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7808.See file dsdata.pdf to determine how the superseded data were derived.
 AI7808
 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 - June 01, 2018
 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  HISTORY     - 20120629 GOOD             NJGS
 AI7808  HISTORY     - 20160411 GOOD             NJGS
 AI7808  HISTORY     - 20180601 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.
 AI7808
 AI7808                          STATION RECOVERY (2012)
 AI7808
 AI7808'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI7808'RECOVERED IN GOOD CONDITION.
 AI7808'
 AI7808'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF
 AI7808'FORKED RIVER, 6.6 MI (10.6 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE
 AI7808'TOWN OF SEASIDE PARK.
 AI7808
 AI7808                          STATION RECOVERY (2016)
 AI7808
 AI7808'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI7808'RECOVERED AS DESCRIBED.
 AI7808
 AI7808                          STATION RECOVERY (2018)
 AI7808
 AI7808'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 AI7808'THERE ARE NEW UNDERGROUND UTILIZES INSTALLED IN THE AREA.  THE SEASIDE
 AI7808'PARK YACHT CLUB SIGN AS WELL AS THE LANDSCAPE PLANTS HAVE BEEN
 AI7808'REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7809 ***********************************************************************
 AI7809  DESIGNATION -  853 3135 B TIDAL
 AI7809  PID         -  AI7809
 AI7809  STATE/COUNTY-  NJ/OCEAN
 AI7809  COUNTRY     -  US
 AI7809  USGS QUAD   -  SEASIDE PARK (2019)
 AI7809
 AI7809                         *CURRENT SURVEY CONTROL
 AI7809  ______________________________________________________________________
 AI7809* NAD 83(1986) POSITION- 39 55 14.44   (N) 074 04 49.39   (W)   HD_HELD1
 AI7809* NAVD 88 ORTHO HEIGHT -     0.561 (meters)        1.84  (feet) ADJUSTED
 AI7809  ______________________________________________________________________
 AI7809  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 AI7809  DYNAMIC HEIGHT  -          0.561 (meters)        1.84  (feet) COMP
 AI7809  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 AI7809
 AI7809  VERT ORDER      -  FIRST     CLASS II
 AI7809
 AI7809.The horizontal coordinates were determined by differentially corrected
 AI7809.hand held GPS observations or other comparable positioning techniques
 AI7809.and have an estimated accuracy of +/- 3 meters.
 AI7809
 AI7809.The orthometric height was determined by differential leveling and
 AI7809.adjusted by the NATIONAL GEODETIC SURVEY
 AI7809.in September 2015.
 AI7809
 AI7809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7809.GEOID18 height accuracy estimate available here.
 AI7809
 AI7809.Click photographs - Photos may exist for this station.
 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       -   120,792.1     185,870.3     MT  (+/- 3 meters HH1 GPS) 
 AI7809
 AI7809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7858919358(NAD 83)
 AI7809
 AI7809                          SUPERSEDED SURVEY CONTROL
 AI7809
 AI7809  NAVD 88 (03/01/01)    0.558  (m)            1.83   (f) SUPERSEDED  1 2
 AI7809
 AI7809.Superseded values are not recommended for survey control.
 AI7809
 AI7809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7809.See file dsdata.pdf to determine how the superseded data were derived.
 AI7809
 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 - April 11, 2016
 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  HISTORY     - 20120714 GOOD             NJGS
 AI7809  HISTORY     - 20160411 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.
 AI7809
 AI7809                          STATION RECOVERY (2012)
 AI7809
 AI7809'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 AI7809'RECOVERED IN GOOD CONDITION.
 AI7809'
 AI7809'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF
 AI7809'FORKED RIVER, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF TOMS RIVER AND IN THE
 AI7809'TOWN OF SEASIDE PARK, NJ.
 AI7809'
 AI7809'THE STATION IS SET ABOUT 6 INCHES (15 CM) BELOW THE GROUND IN A 4 INCH
 AI7809'(10 CM) DIAMETER PLASTIC PIPE IN THE FRONT YARD OF HOUSE NUMBER 314.
 AI7809'
 AI7809'THE STATION IS 8.7 FT (2.7 M) NORTHWEST FROM THE SOUTHEAST CORNER OF
 AI7809'HOUSE NUMBER 314, 6.8 FT (2.1 M) WEST FROM AND NORMAL TO THE WEST WALL
 AI7809'OF HOUSE NUMBER 314, 3.2 FT (1.0 M) SOUTH FROM THE SOUTH EDGE OF A
 AI7809'BRICK SIDEWALK LEADING TO HOUSE NUMBER 314, 15.9 FT (4.8 M) EAST FROM
 AI7809'THE EAST CURB OF BAYVIEW AVENUE, 24.3 FT (7.4 M) NORTH FROM THE NORTH
 AI7809'CURB OF FOURTH AVENUE AND 20.9 FT (6.4 M) NORTHEAST FROM WOOD UTILITY
 AI7809'POLE NUMBER JC 493 SSP.
 AI7809
 AI7809                          STATION RECOVERY (2016)
 AI7809
 AI7809'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI7809'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7810 ***********************************************************************
 AI7810  DESIGNATION -  853 3135 C TIDAL
 AI7810  PID         -  AI7810
 AI7810  STATE/COUNTY-  NJ/OCEAN
 AI7810  COUNTRY     -  US
 AI7810  USGS QUAD   -  SEASIDE PARK (2019)
 AI7810
 AI7810                         *CURRENT SURVEY CONTROL
 AI7810  ______________________________________________________________________
 AI7810* NAD 83(1986) POSITION- 39 55 05.80   (N) 074 04 52.08   (W)   HD_HELD1
 AI7810* NAVD 88 ORTHO HEIGHT -     0.543 (meters)        1.78  (feet) ADJUSTED
 AI7810  ______________________________________________________________________
 AI7810  GEOID HEIGHT    -        -33.112 (meters)                     GEOID18
 AI7810  DYNAMIC HEIGHT  -          0.543 (meters)        1.78  (feet) COMP
 AI7810  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 AI7810
 AI7810  VERT ORDER      -  FIRST     CLASS II
 AI7810
 AI7810.The horizontal coordinates were determined by differentially corrected
 AI7810.hand held GPS observations or other comparable positioning techniques
 AI7810.and have an estimated accuracy of +/- 3 meters.
 AI7810
 AI7810.The orthometric height was determined by differential leveling and
 AI7810.adjusted by the NATIONAL GEODETIC SURVEY
 AI7810.in March 2017.
 AI7810
 AI7810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7810.GEOID18 height accuracy estimate available here.
 AI7810
 AI7810.Click photographs - Photos may exist for this station.
 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       -   120,525.4     185,807.7     MT  (+/- 3 meters HH1 GPS) 
 AI7810
 AI7810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7852819091(NAD 83)
 AI7810
 AI7810                          SUPERSEDED SURVEY CONTROL
 AI7810
 AI7810  NAVD 88 (09/24/15)    0.546  (m)            1.79   (f) SUPERSEDED  1 2
 AI7810  NAVD 88 (03/01/01)    0.543  (m)            1.78   (f) SUPERSEDED  1 2
 AI7810
 AI7810.Superseded values are not recommended for survey control.
 AI7810
 AI7810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7810.See file dsdata.pdf to determine how the superseded data were derived.
 AI7810
 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 SUITABLE FOR
 AI7810+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 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  HISTORY     - 20120910 GOOD             NJGS
 AI7810  HISTORY     - 20160411 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.
 AI7810
 AI7810                          STATION RECOVERY (2012)
 AI7810
 AI7810'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI7810'RECOVERED IN GOOD CONDITION.
 AI7810'
 AI7810'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF
 AI7810'FORKED RIVER, 6.7 MI (10.8 KM) EAST-SOUTHEAST OF TOMS RIVER AND 0.6 MI
 AI7810'(1.0 KM) SOUTH-SOUTHWEST OF SEASIDE PARK.
 AI7810'
 AI7810'THE STATION IS SET ABOUT 4 INCHES (10 CM) BELOW THE GROUND WITHIN A
 AI7810'GRAVEL LANDSCAPED AREA IN FRONT OF A 1.5 FT (0.5 M) HIGH CONCRETE
 AI7810'WALL, INSIDE A 4 INCH (10 CM) DIAMETER PLASTIC PIPE.
 AI7810'
 AI7810'IT IS 4.4 FT (1.3 M) SOUTH-SOUTHWEST OF A PROPERTY MONUMENT, 3.8 FT
 AI7810'(1.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK ON SOUTH
 AI7810'BAYVIEW AVENUE, 12.0 FT (3.7 M) SOUTHEAST OF THE STREET NAME PYLON,
 AI7810'73.4 FT (22.4 M) SOUTHWEST AND ACROSS THE STREET FROM POLE NUMBER
 AI7810'JC499SSP, 21.0 FT (6.4 M) SOUTHWEST OF THE CENTER OF THE INLET CURB
 AI7810'PIECE ON SEVENTH AVENUE, 39 FT (11.9 M) SOUTH OF THE CENTERLINE OF
 AI7810'SEVENTH AVENUE.
 AI7810
 AI7810                          STATION RECOVERY (2016)
 AI7810
 AI7810'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 AI7810'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7955 ***********************************************************************
 DP7955  DESIGNATION -  853 3345 A TIDAL
 DP7955  PID         -  DP7955
 DP7955  STATE/COUNTY-  NJ/OCEAN
 DP7955  COUNTRY     -  US
 DP7955  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7955
 DP7955                         *CURRENT SURVEY CONTROL
 DP7955  ______________________________________________________________________
 DP7955* NAD 83(1986) POSITION- 39 51 08.04   (N) 074 05 17.83   (W)   HD_HELD1
 DP7955* NAVD 88 ORTHO HEIGHT -     1.202 (meters)        3.94  (feet) ADJUSTED
 DP7955  ______________________________________________________________________
 DP7955  GEOID HEIGHT    -        -33.167 (meters)                     GEOID18
 DP7955  DYNAMIC HEIGHT  -          1.202 (meters)        3.94  (feet) COMP
 DP7955  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 DP7955
 DP7955  VERT ORDER      -  FIRST     CLASS II
 DP7955
 DP7955.The horizontal coordinates were determined by differentially corrected
 DP7955.hand held GPS observations or other comparable positioning techniques
 DP7955.and have an estimated accuracy of +/- 3 meters.
 DP7955
 DP7955.The orthometric height was determined by differential leveling and
 DP7955.adjusted by the NATIONAL GEODETIC SURVEY
 DP7955.in September 2015.
 DP7955
 DP7955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7955.GEOID18 height accuracy estimate available here.
 DP7955
 DP7955.Click photographs - Photos may exist for this station.
 DP7955
 DP7955.The dynamic height is computed by dividing the NAVD 88
 DP7955.geopotential number by the normal gravity value computed on the
 DP7955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7955.degrees latitude (g = 980.6199 gals.).
 DP7955
 DP7955.The modeled gravity was interpolated from observed gravity values.
 DP7955
 DP7955;                    North         East    Units  Estimated Accuracy
 DP7955;SPC NJ       -   113,190.2     185,230.0     MT  (+/- 3 meters HH1 GPS) 
 DP7955
 DP7955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7799111754(NAD 83)
 DP7955
 DP7955                          SUPERSEDED SURVEY CONTROL
 DP7955
 DP7955.No superseded survey control is available for this station.
 DP7955
 DP7955_MARKER: DJ = TIDAL STATION DISK
 DP7955_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP7955_STAMPING: 3345 A 1976
 DP7955_MARK LOGO: NOS
 DP7955_PROJECTION: FLUSH
 DP7955_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7955+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2022
 DP7955_ROD/PIPE-DEPTH: 15.2 meters
 DP7955
 DP7955  HISTORY     - Date     Condition        Report By
 DP7955  HISTORY     - 1976     MONUMENTED       NOS
 DP7955  HISTORY     - 20120629 GOOD             NJGS
 DP7955  HISTORY     - 20220328 GOOD             NJGS
 DP7955
 DP7955                          STATION DESCRIPTION
 DP7955
 DP7955'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7955'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH OF BARNEGAT LIGHT,
 DP7955'5.5 MI (8.8 KM) EAST OF FORKED RIVER AND 5.2 MI (8.4 KM) SOUTH OF
 DP7955'SEASIDE PARK.
 DP7955'
 DP7955'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7955'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7955'
 DP7955'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7955'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7955'ROAD FOR 3.60 MI (5.8 KM) TO A CROSSROADS INTERSECTION OF A PAVED
 DP7955'ENTRANCE DRIVE LEADING EAST TO THE STATE PARK HEADQUARTERS OFFICE ON
 DP7955'THE LEFT AND A GRAVEL ROAD LEADING WEST TO A BOAT LAUNCHING RAMP ON
 DP7955'THE RIGHT.  TURN RIGHT AND GO WEST ON THE GRAVEL ROAD FOR 52 FT (15.8
 DP7955'M) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN A 4 INCH
 DP7955'(10 CM) PLASTIC PIPE.
 DP7955'
 DP7955'THE STATION IS 52.6 FT (16.0 M) WEST FROM THE CENTERLINE OF SHORE
 DP7955'ROAD, 17.4 FT (5.3 M) SOUTH FROM THE CENTERLINE OF THE GRAVEL ROAD,
 DP7955'9.8 FT (3.0 M) SOUTH FROM THE SOUTH EDGE OF THE GRAVEL ROAD, 81.5 FT
 DP7955'(24.8 M) EAST FROM THE SOUTH GATE POST OF A WOOD SIGN, 17.3 FT (5.3 M)
 DP7955'WEST FROM THE WEST LEG OF A WOOD SIGN FOR PERSONNEL BUILDING LIFE
 DP7955'GUARDS AND PARK OFFICE, 88.5 FT (27.0 M) WEST FROM A FLAG POLE, 67.8
 DP7955'FT (20.7 M) WEST FROM THE EAST CURB OF ENTRANCE DRIVE LEADING TO THE
 DP7955'PARK HEADQUARTERS, 61.5 FT (18.7 M) SOUTH-SOUTHWEST FROM A TELEPHONE
 DP7955'SERVICE MODULE NUMBER 523 AND 1.0 FT (0.3 M) NORTH FROM A METAL
 DP7955'WITNESS POST WITH SIGN ATTACHED.
 DP7955'
 DP7955'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP7955'
 DP7955'DATA LINK (HTTP
 DP7955'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
 DP7955
 DP7955                          STATION RECOVERY (2022)
 DP7955
 DP7955'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DP7955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7954 ***********************************************************************
 DP7954  DESIGNATION -  853 3345 C TIDAL
 DP7954  PID         -  DP7954
 DP7954  STATE/COUNTY-  NJ/OCEAN
 DP7954  COUNTRY     -  US
 DP7954  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7954
 DP7954                         *CURRENT SURVEY CONTROL
 DP7954  ______________________________________________________________________
 DP7954* NAD 83(1986) POSITION- 39 51 14.62   (N) 074 05 15.04   (W)   HD_HELD1
 DP7954* NAVD 88 ORTHO HEIGHT -     1.905 (meters)        6.25  (feet) ADJUSTED
 DP7954  ______________________________________________________________________
 DP7954  GEOID HEIGHT    -        -33.165 (meters)                     GEOID18
 DP7954  DYNAMIC HEIGHT  -          1.904 (meters)        6.25  (feet) COMP
 DP7954  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 DP7954
 DP7954  VERT ORDER      -  FIRST     CLASS II
 DP7954
 DP7954.The horizontal coordinates were determined by differentially corrected
 DP7954.hand held GPS observations or other comparable positioning techniques
 DP7954.and have an estimated accuracy of +/- 3 meters.
 DP7954
 DP7954.The orthometric height was determined by differential leveling and
 DP7954.adjusted by the NATIONAL GEODETIC SURVEY
 DP7954.in September 2015.
 DP7954
 DP7954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7954.GEOID18 height accuracy estimate available here.
 DP7954
 DP7954.Click photographs - Photos may exist for this station.
 DP7954
 DP7954.The dynamic height is computed by dividing the NAVD 88
 DP7954.geopotential number by the normal gravity value computed on the
 DP7954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7954.degrees latitude (g = 980.6199 gals.).
 DP7954
 DP7954.The modeled gravity was interpolated from observed gravity values.
 DP7954
 DP7954;                    North         East    Units  Estimated Accuracy
 DP7954;SPC NJ       -   113,393.4     185,295.4     MT  (+/- 3 meters HH1 GPS) 
 DP7954
 DP7954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7805511957(NAD 83)
 DP7954
 DP7954                          SUPERSEDED SURVEY CONTROL
 DP7954
 DP7954.No superseded survey control is available for this station.
 DP7954
 DP7954_MARKER: DJ = TIDAL STATION DISK
 DP7954_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP7954_STAMPING: 3345 C 1976
 DP7954_MARK LOGO: NOS
 DP7954_PROJECTION: RECESSED 46 CENTIMETERS
 DP7954_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7954+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2022
 DP7954_ROD/PIPE-DEPTH: 15.2 meters
 DP7954
 DP7954  HISTORY     - Date     Condition        Report By
 DP7954  HISTORY     - 1976     MONUMENTED       NOS
 DP7954  HISTORY     - 20120629 GOOD             NJGS
 DP7954  HISTORY     - 20220302 GOOD             NJGS
 DP7954
 DP7954                          STATION DESCRIPTION
 DP7954
 DP7954'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7954'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF BARNEGAT LIGHT,
 DP7954'5.6 MI (9.0 KM) EAST OF FORKED RIVER AND 5.0 MI (8.0 KM) SOUTH OF
 DP7954'SEASIDE PARK.
 DP7954'
 DP7954'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7954'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7954'
 DP7954'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7954'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7954'ROAD FOR 3.47 MI (5.6 KM) TO THE SOUTHERLY PAVED ENTRANCE DRIVE
 DP7954'LEADING TO THE PARKING LOT OF A BATHING BEACH PAVILION (OCEAN SWIMMING
 DP7954'AREA NO. 1) ON THE LEFT.  TURN LEFT AND GO EAST ON THE PAVED ENTRANCE
 DP7954'DRIVE FOR 114 FT (34.7 M) TO THE WESTERLY EDGE OF PAVING OF THE
 DP7954'PARKING LOT.  TURN LEFT AND GO NORTH ALONG THE WESTERLY EDGE OF THE
 DP7954'PARKING LOT FOR ABOUT 47 FT (14.3 M) TO THE STATION ON THE LEFT, SET
 DP7954'ABOUT 1.5 FT (0.5 M) BELOW THE GROUND IN A 4 INCH (10 CM) PLASTIC
 DP7954'PIPE, AT THE WEST SIDE OF A LARGE YEW BUSH.
 DP7954'
 DP7954'THE STATION IS 99.5 FT (30.3 M) EAST FROM THE CENTERLINE OF THE SHORE
 DP7954'ROAD, 46.7 FT (14.2 M) NORTH FROM THE CENTERLINE OF THE SOUTHERLY
 DP7954'ENTRANCE DRIVE, 32.2 FT (9.8 M) NORTH FROM THE NORTH CURB OF THE
 DP7954'SOUTHERLY ENTRANCE DRIVE, 14.0 FT (4.3 M) WEST FROM THE WEST CURB OF
 DP7954'THE PARKING LOT, 66.0 FT (20.1 M) NORTHEAST FROM A FIRE HYDRANT ON THE
 DP7954'SOUTH SIDE OF THE SOUTHERLY ENTRANCE DRIVE, 27.0 FT (8.2 M) NORTH FROM
 DP7954'A WOOD SIGN LABELED WRONG WAY EXIT, 54.0 FT (16.5 M) SOUTH FROM THE
 DP7954'EXTENDED RANGE OF THE NORTH WALL OF THE BATHING BEACH PAVILION AND 1.0
 DP7954'FT (0.3 M) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 DP7954'
 DP7954'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP7954'
 DP7954'DATA LINK (HTTP
 DP7954'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
 DP7954
 DP7954                          STATION RECOVERY (2022)
 DP7954
 DP7954'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DP7954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7953 ***********************************************************************
 DP7953  DESIGNATION -  853 3345 D TIDAL
 DP7953  PID         -  DP7953
 DP7953  STATE/COUNTY-  NJ/OCEAN
 DP7953  COUNTRY     -  US
 DP7953  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7953
 DP7953                         *CURRENT SURVEY CONTROL
 DP7953  ______________________________________________________________________
 DP7953* NAD 83(1986) POSITION- 39 51 17.62   (N) 074 05 14.69   (W)   HD_HELD1
 DP7953* NAVD 88 ORTHO HEIGHT -     1.559 (meters)        5.11  (feet) ADJUSTED
 DP7953  ______________________________________________________________________
 DP7953  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 DP7953  DYNAMIC HEIGHT  -          1.558 (meters)        5.11  (feet) COMP
 DP7953  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 DP7953
 DP7953  VERT ORDER      -  FIRST     CLASS II
 DP7953
 DP7953.The horizontal coordinates were determined by differentially corrected
 DP7953.hand held GPS observations or other comparable positioning techniques
 DP7953.and have an estimated accuracy of +/- 3 meters.
 DP7953
 DP7953.The orthometric height was determined by differential leveling and
 DP7953.adjusted by the NATIONAL GEODETIC SURVEY
 DP7953.in September 2015.
 DP7953
 DP7953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7953.GEOID18 height accuracy estimate available here.
 DP7953
 DP7953.Click photographs - Photos may exist for this station.
 DP7953
 DP7953.The dynamic height is computed by dividing the NAVD 88
 DP7953.geopotential number by the normal gravity value computed on the
 DP7953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7953.degrees latitude (g = 980.6199 gals.).
 DP7953
 DP7953.The modeled gravity was interpolated from observed gravity values.
 DP7953
 DP7953;                    North         East    Units  Estimated Accuracy
 DP7953;SPC NJ       -   113,485.9     185,303.3     MT  (+/- 3 meters HH1 GPS) 
 DP7953
 DP7953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7806312050(NAD 83)
 DP7953
 DP7953                          SUPERSEDED SURVEY CONTROL
 DP7953
 DP7953.No superseded survey control is available for this station.
 DP7953
 DP7953_MARKER: DJ = TIDAL STATION DISK
 DP7953_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP7953_STAMPING: 3345 D 1976
 DP7953_MARK LOGO: NOS
 DP7953_PROJECTION: RECESSED 15 CENTIMETERS
 DP7953_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7953+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7953_ROD/PIPE-DEPTH: 15.2 meters
 DP7953
 DP7953  HISTORY     - Date     Condition        Report By
 DP7953  HISTORY     - 1976     MONUMENTED       NOS
 DP7953  HISTORY     - 20120629 GOOD             NJGS
 DP7953
 DP7953                          STATION DESCRIPTION
 DP7953
 DP7953'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7953'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF BARNEGAT LIGHT,
 DP7953'5.6 MI (9.0 KM) EAST OF FORKED RIVER AND 5.0 MI (8.0 KM) SOUTH OF
 DP7953'SEASIDE PARK.
 DP7953'
 DP7953'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7953'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7953'
 DP7953'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7953'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7953'ROAD FOR 3.38 MI (5.4 KM) TO THE NORTHERLY PAVED ENTRANCE DRIVE
 DP7953'LEADING TO THE PARKING LOT OF A BATHING BEACH PAVILION (OCEAN SWIMMING
 DP7953'AREA NO. 1) ON THE LEFT.  TURN LEFT AND GO EAST ON THE PAVED ENTRANCE
 DP7953'DRIVE FOR ABOUT 115 FT (35.1 M) TO THE WESTERLY EDGE OF PAVING OF THE
 DP7953'PARKING LOT.  TURN RIGHT AND GO SOUTH ALONG THE WESTERLY EDGE OF THE
 DP7953'PARKING LOT FOR ABOUT 145 FT (44.2 M) TO THE STATION ON THE RIGHT, SET
 DP7953'ABOUT 0.5 FT (15 CM) BELOW THE GROUND IN A 4 INCH (10 CM) PLASTIC
 DP7953'PIPE.
 DP7953'
 DP7953'THE STATION IS 123.7 FT (37.7 M) SOUTH FROM THE SOUTH CURB OF THE
 DP7953'NORTHERLY ENTRANCE DRIVE, 145.0 FT (44.2 M) SOUTH FROM THE CENTERLINE
 DP7953'OF THE NORTHERLY ENTRANCE DRIVE, 18.3 FT (5.6 M) WEST FROM THE WEST
 DP7953'CURB OF THE PARKING LOT AND 1.0 FT (0.3 M) EAST FROM A METAL WITNESS
 DP7953'POST WITH SIGN ATTACHED.
 DP7953'
 DP7953'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP7953'
 DP7953'DATA LINK (HTTP
 DP7953'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7961 ***********************************************************************
 DP7961  DESIGNATION -  853 3345 E TIDAL
 DP7961  PID         -  DP7961
 DP7961  STATE/COUNTY-  NJ/OCEAN
 DP7961  COUNTRY     -  US
 DP7961  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7961
 DP7961                         *CURRENT SURVEY CONTROL
 DP7961  ______________________________________________________________________
 DP7961* NAD 83(1986) POSITION- 39 51 20.21   (N) 074 05 15.98   (W)   HD_HELD1
 DP7961* NAVD 88 ORTHO HEIGHT -     1.188 (meters)        3.90  (feet) ADJUSTED
 DP7961  ______________________________________________________________________
 DP7961  GEOID HEIGHT    -        -33.163 (meters)                     GEOID18
 DP7961  DYNAMIC HEIGHT  -          1.188 (meters)        3.90  (feet) COMP
 DP7961  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 DP7961
 DP7961  VERT ORDER      -  FIRST     CLASS II
 DP7961
 DP7961.The horizontal coordinates were determined by differentially corrected
 DP7961.hand held GPS observations or other comparable positioning techniques
 DP7961.and have an estimated accuracy of +/- 3 meters.
 DP7961
 DP7961.The orthometric height was determined by differential leveling and
 DP7961.adjusted by the NATIONAL GEODETIC SURVEY
 DP7961.in September 2015.
 DP7961
 DP7961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7961.GEOID18 height accuracy estimate available here.
 DP7961
 DP7961.Click photographs - Photos may exist for this station.
 DP7961
 DP7961.The dynamic height is computed by dividing the NAVD 88
 DP7961.geopotential number by the normal gravity value computed on the
 DP7961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7961.degrees latitude (g = 980.6199 gals.).
 DP7961
 DP7961.The modeled gravity was interpolated from observed gravity values.
 DP7961
 DP7961;                    North         East    Units  Estimated Accuracy
 DP7961;SPC NJ       -   113,565.7     185,272.3     MT  (+/- 3 meters HH1 GPS) 
 DP7961
 DP7961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7803112130(NAD 83)
 DP7961
 DP7961                          SUPERSEDED SURVEY CONTROL
 DP7961
 DP7961.No superseded survey control is available for this station.
 DP7961
 DP7961_MARKER: DJ = TIDAL STATION DISK
 DP7961_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP7961_STAMPING: 3345 E 1976
 DP7961_MARK LOGO: NOS
 DP7961_PROJECTION: RECESSED 15 CENTIMETERS
 DP7961_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7961+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2022
 DP7961_ROD/PIPE-DEPTH: 15.2 meters
 DP7961
 DP7961  HISTORY     - Date     Condition        Report By
 DP7961  HISTORY     - 1976     MONUMENTED       NOS
 DP7961  HISTORY     - 20120718 GOOD             NJGS
 DP7961  HISTORY     - 20220328 GOOD             NJGS
 DP7961
 DP7961                          STATION DESCRIPTION
 DP7961
 DP7961'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7961'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF BARNEGAT LIGHT,
 DP7961'5.6 MI (9.0 KM) EAST-NORTHEAST OF FORKED RIVER AND 4.9 MI (7.9 KM)
 DP7961'SOUTH OF SEASIDE PARK.
 DP7961'
 DP7961'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7961'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7961'
 DP7961'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7961'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7961'ROAD FOR 3.37 MI (5.4 KM) TO THE STATION ON THE RIGHT, SET ABOUT ABOUT
 DP7961'6 INCHES (15 CM) BELOW THE GROUND IN A 4 INCH (10 CM) PLASTIC PIPE.
 DP7961'
 DP7961'THE STATION IS 110.5 FT (33.7 M) NORTH FROM THE CENTERLINE OF THE
 DP7961'NORTHERLY PAVED ENTRANCE DRIVE LEADING TO THE PARKING LOT OF A BATHING
 DP7961'BEACH PAVILION (OCEAN SWIMMING AREA NO. 1), 32.2 FT (9.8 M) WEST FROM
 DP7961'THE CENTERLINE OF SHORE ROAD, 179.0 FT (54.6 M) NORTH FROM A WOOD SIGN
 DP7961'ENTRANCE AHEAD, 194.0 FT (59.1 M) SOUTHWEST FROM A SPEED LIMIT 45 SIGN
 DP7961'ON THE EAST SIDE OF SHORE ROAD AND 1.0 FT (0.3 M) EAST FROM A METAL
 DP7961'WITNESS POST WITH SIGN ATTACHED.
 DP7961'
 DP7961'HE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP7961'
 DP7961'DATA LINK (HTTP
 DP7961'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
 DP7961
 DP7961                          STATION RECOVERY (2022)
 DP7961
 DP7961'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DP7961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2445 ***********************************************************************
 JU2445  DESIGNATION -  853 3465 E TIDAL
 JU2445  PID         -  JU2445
 JU2445  STATE/COUNTY-  NJ/OCEAN
 JU2445  COUNTRY     -  US
 JU2445  USGS QUAD   -  FORKED RIVER (2019)
 JU2445
 JU2445                         *CURRENT SURVEY CONTROL
 JU2445  ______________________________________________________________________
 JU2445* NAD 83(1986) POSITION- 39 48 39.80   (N) 074 11 58.44   (W)   HD_HELD1
 JU2445* NAVD 88 ORTHO HEIGHT -     1.635 (meters)        5.36  (feet) ADJUSTED
 JU2445  ______________________________________________________________________
 JU2445  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 JU2445  DYNAMIC HEIGHT  -          1.634 (meters)        5.36  (feet) COMP
 JU2445  MODELED GRAVITY -    980,168.8   (mgal)                       NAVD 88
 JU2445
 JU2445  VERT ORDER      -  FIRST     CLASS II
 JU2445
 JU2445.The horizontal coordinates were determined by differentially corrected
 JU2445.hand held GPS observations or other comparable positioning techniques
 JU2445.and have an estimated accuracy of +/- 3 meters.
 JU2445
 JU2445.The orthometric height was determined by differential leveling and
 JU2445.adjusted by the NATIONAL GEODETIC SURVEY
 JU2445.in June 1991.
 JU2445
 JU2445.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2445.GEOID18 height accuracy estimate available here.
 JU2445
 JU2445.Click photographs - Photos may exist for this station.
 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       -   108,580.7     175,723.2     MT  (+/- 3 meters HH1 GPS) 
 JU2445
 JU2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6851307092(NAD 83)
 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
 JU2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2445.See file dsdata.pdf to determine how the superseded data were derived.
 JU2445
 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_MARK LOGO: NOS
 JU2445_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2445+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2019
 JU2445
 JU2445  HISTORY     - Date     Condition        Report By
 JU2445  HISTORY     - 1976     MONUMENTED       NOS
 JU2445  HISTORY     - 1979     GOOD             NGS
 JU2445  HISTORY     - 19961114 GOOD             USPSQD
 JU2445  HISTORY     - 20190920 GOOD             NJGS
 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.
 JU2445
 JU2445                          STATION RECOVERY (2019)
 JU2445
 JU2445'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU2445'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHWEST OF BARNEGAT
 JU2445'LIGHT, 6.1 MI (9.8 KM) EAST-NORTHEAST OF BROOKVILLE AND 2.0 MI (3.2
 JU2445'KM) SOUTH-SOUTHWEST OF FORKED RIVER, IN OCEAN TOWNSHIP.
 JU2445'
 JU2445'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND LACY ROAD, GO 2.2
 JU2445'MI (3.5 KM) SOUTH ON U.S. HIGHWAY 9 TO THE STATION ON THE LEFT.  TO
 JU2445'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND WELLS MILLING ROAD
 JU2445'(COUNTY ROUTE 532), GO 1.4 MI (2.3 KM) NORTH ON U.S.HIGHWAY 9 TO THE
 JU2445'STATION ON THE RIGHT.
 JU2445'
 JU2445'THE STATION IS ON THE EAST CORNER OF THE SOUTH BRIDGE ABUTMENT
 JU2445'(STRUCTURE NUMBER 1502-153, MI (2416.7 KM) POST 79.31) OF U.S. HIGHWAY
 JU2445'9 SPANNING THE SOUTHERLY CANAL FOR THE OYSTER CREEK POWER PLANT, 68 FT
 JU2445'(20.7 M) SOUTH OF THE CENTERLINE OF THE BRIDGE, 18.5 FT (5.6 M) NORTH
 JU2445'OF POLE NUMBER JC428ON, 174 FT (53.0 M) SOUTH OF MILEPOST 79.5, 1 FT
 JU2445'(0.3 M) EAST OF THE EAST FACE OF THE BRIDGE BALUSTRADE, ABOUT 4 FT
 JU2445'(1.2 M) BELOW THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7964 ***********************************************************************
 DP7964  DESIGNATION -  853 3535 B TIDAL
 DP7964  PID         -  DP7964
 DP7964  STATE/COUNTY-  NJ/OCEAN
 DP7964  COUNTRY     -  US
 DP7964  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7964
 DP7964                         *CURRENT SURVEY CONTROL
 DP7964  ______________________________________________________________________
 DP7964* NAD 83(1986) POSITION- 39 47 22.28   (N) 074 05 41.43   (W)   HD_HELD1
 DP7964* NAVD 88 ORTHO HEIGHT -     1.810 (meters)        5.94  (feet) ADJUSTED
 DP7964  ______________________________________________________________________
 DP7964  GEOID HEIGHT    -        -33.270 (meters)                     GEOID18
 DP7964  DYNAMIC HEIGHT  -          1.809 (meters)        5.94  (feet) COMP
 DP7964  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 DP7964
 DP7964  VERT ORDER      -  FIRST     CLASS II
 DP7964
 DP7964.The horizontal coordinates were determined by differentially corrected
 DP7964.hand held GPS observations or other comparable positioning techniques
 DP7964.and have an estimated accuracy of +/- 3 meters.
 DP7964
 DP7964.The orthometric height was determined by differential leveling and
 DP7964.adjusted by the NATIONAL GEODETIC SURVEY
 DP7964.in September 2015.
 DP7964
 DP7964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7964.GEOID18 height accuracy estimate available here.
 DP7964
 DP7964.Click photographs - Photos may exist for this station.
 DP7964
 DP7964.The dynamic height is computed by dividing the NAVD 88
 DP7964.geopotential number by the normal gravity value computed on the
 DP7964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7964.degrees latitude (g = 980.6199 gals.).
 DP7964
 DP7964.The modeled gravity was interpolated from observed gravity values.
 DP7964
 DP7964;                    North         East    Units  Estimated Accuracy
 DP7964;SPC NJ       -   106,225.4     184,700.6     MT  (+/- 3 meters HH1 GPS) 
 DP7964
 DP7964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7750104788(NAD 83)
 DP7964
 DP7964                          SUPERSEDED SURVEY CONTROL
 DP7964
 DP7964.No superseded survey control is available for this station.
 DP7964
 DP7964_MARKER: DJ = TIDAL STATION DISK
 DP7964_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP7964_STAMPING: 3535 B 1976
 DP7964_MARK LOGO: NOS
 DP7964_PROJECTION: RECESSED 15 CENTIMETERS
 DP7964_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7964+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7964_ROD/PIPE-DEPTH: 15.2 meters
 DP7964
 DP7964  HISTORY     - Date     Condition        Report By
 DP7964  HISTORY     - 1976     MONUMENTED       NOS
 DP7964  HISTORY     - 20120629 GOOD             NJGS
 DP7964
 DP7964                          STATION DESCRIPTION
 DP7964
 DP7964'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7964'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTH OF SEASIDE PARK,
 DP7964'6.2 MI (10.0 KM) SOUTHEAST OF FORKED RIVER AND 2.3 MI (3.7 KM)
 DP7964'NORTH-NORTHEAST OF BARNEGAT LIGHT.
 DP7964'
 DP7964'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7964'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7964'
 DP7964'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7964'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7964'ROAD FOR 8.0 MI (12.9 KM) TO THE TEE INTERSECTION OF A GRAVEL ROAD
 DP7964'LEADING WEST TO A WINTER ANCHORAGE FOR CANOE AND KAYAK ACCESS ON THE
 DP7964'RIGHT AND THE STATION SET ABOUT 6 INCHES (15 CM) BELOW THE GROUND, IN
 DP7964'A 4 INCH (10 CM) PLASTIC PIPE, BEYOND GRAVEL ROAD ON THE RIGHT.
 DP7964'
 DP7964'THE STATION IS 27.5 FT (8.4 M) SOUTH FROM THE CENTERLINE OF THE GRAVEL
 DP7964'ROAD LEADING TO THE CANOE AND KAYAK ACCESS, 29.0 FT (8.8 M) WEST FROM
 DP7964'THE CENTERLINE OF SHORE ROAD, 4.0 FT (1.2 M) EAST FROM THE SOUTHEAST
 DP7964'LEG OF A WOOD SIGN FOR WINTER ANCHORAGE CANOE AND KAYAK ACCESS, 10.0
 DP7964'FT (3.0 M) EAST-SOUTHEAST FROM THE NORTHWEST LEG OF THE SAME SIGN, 37
 DP7964'FT (11.3 M) SOUTH FROM THE CENTERLINE OF THE SOUTHERLY PAVED DRIVEWAY
 DP7964'ENTRANCE LEADING TO PARKING LOT 21 AND 1.0 FT (0.3 M) EAST FROM A
 DP7964'METAL WITNESS POST WITH SIGN ATTACHED.
 DP7964'
 DP7964'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP7964'
 DP7964'DATA LINK (HTTP
 DP7964'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7963 ***********************************************************************
 DP7963  DESIGNATION -  853 3535 C TIDAL
 DP7963  PID         -  DP7963
 DP7963  STATE/COUNTY-  NJ/OCEAN
 DP7963  COUNTRY     -  US
 DP7963  USGS QUAD   -  BARNEGAT LIGHT (2019)
 DP7963
 DP7963                         *CURRENT SURVEY CONTROL
 DP7963  ______________________________________________________________________
 DP7963* NAD 83(1986) POSITION- 39 47 28.56   (N) 074 05 40.85   (W)   HD_HELD1
 DP7963* NAVD 88 ORTHO HEIGHT -     1.976 (meters)        6.48  (feet) ADJUSTED
 DP7963  ______________________________________________________________________
 DP7963  GEOID HEIGHT    -        -33.266 (meters)                     GEOID18
 DP7963  DYNAMIC HEIGHT  -          1.975 (meters)        6.48  (feet) COMP
 DP7963  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 DP7963
 DP7963  VERT ORDER      -  FIRST     CLASS II
 DP7963
 DP7963.The horizontal coordinates were determined by differentially corrected
 DP7963.hand held GPS observations or other comparable positioning techniques
 DP7963.and have an estimated accuracy of +/- 3 meters.
 DP7963
 DP7963.The orthometric height was determined by differential leveling and
 DP7963.adjusted by the NATIONAL GEODETIC SURVEY
 DP7963.in September 2015.
 DP7963
 DP7963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7963.GEOID18 height accuracy estimate available here.
 DP7963
 DP7963.Click photographs - Photos may exist for this station.
 DP7963
 DP7963.The dynamic height is computed by dividing the NAVD 88
 DP7963.geopotential number by the normal gravity value computed on the
 DP7963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7963.degrees latitude (g = 980.6199 gals.).
 DP7963
 DP7963.The modeled gravity was interpolated from observed gravity values.
 DP7963
 DP7963;                    North         East    Units  Estimated Accuracy
 DP7963;SPC NJ       -   106,419.1     184,713.5     MT  (+/- 3 meters HH1 GPS) 
 DP7963
 DP7963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7751304982(NAD 83)
 DP7963
 DP7963                          SUPERSEDED SURVEY CONTROL
 DP7963
 DP7963.No superseded survey control is available for this station.
 DP7963
 DP7963_MARKER: DJ = TIDAL STATION DISK
 DP7963_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DP7963_STAMPING: 3535 C 1976
 DP7963_MARK LOGO: NOS
 DP7963_PROJECTION: RECESSED 8 CENTIMETERS
 DP7963_MAGNETIC: I = MARKER IS A STEEL ROD
 DP7963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP7963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7963+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7963_ROD/PIPE-DEPTH: 15.2 meters
 DP7963
 DP7963  HISTORY     - Date     Condition        Report By
 DP7963  HISTORY     - 1976     MONUMENTED       NOS
 DP7963  HISTORY     - 20120629 GOOD             NJGS
 DP7963
 DP7963                          STATION DESCRIPTION
 DP7963
 DP7963'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7963'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH OF SEASIDE PARK,
 DP7963'6.1 MI (9.8 KM) EAST-SOUTHEAST OF FORKED RIVER AND 2.4 MI (3.9 KM)
 DP7963'NORTH-NORTHEAST OF BARNEGAT LIGHT.
 DP7963'
 DP7963'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 DP7963'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 DP7963'
 DP7963'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 DP7963'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 DP7963'ROAD FOR 7.85 MI (12.6 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH
 DP7963'THE GROUND IN A 4 INCH (10 CM) DIAMETER PLASTIC PIPE.
 DP7963'
 DP7963'THE STATION IS 212.0 FT (64.6 M) NORTH FROM THE RANGE OF THE NORTH
 DP7963'WALL OF A SINGLE STORY FRAME RESTROOM FACILITIES BUILDING ON THE EAST
 DP7963'SIDE OF SHORE ROAD, 350.0 FT (106.7 M) NORTH FROM THE CENTERLINE OF
 DP7963'THE NORTHERLY DRIVEWAY ENTRANCE LEADING TO PARKING LOT 21, 336 FT
 DP7963'(102.4 M) NORTH FROM THE RANGE OF A TALL WINDMILL AT THE NORTH SIDE OF
 DP7963'PARKING LOT 21, 218.0 FT (66.4 M) SOUTH AND ACROSS THE ROAD FROM A 45
 DP7963'MPH TRAFFIC SIGN AND 1.0 FT (0.3 M) EAST FROM A METAL WITNESS POST
 DP7963'WITH SIGN ATTACHED.
 DP7963'
 DP7963'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP7963'
 DP7963'DATA LINK (HTTP
 DP7963'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9351 ***********************************************************************
 AI9351  DESIGNATION -  853 3541 D TIDAL
 AI9351  PID         -  AI9351
 AI9351  STATE/COUNTY-  NJ/OCEAN
 AI9351  COUNTRY     -  US
 AI9351  USGS QUAD   -  FORKED RIVER (2019)
 AI9351
 AI9351                         *CURRENT SURVEY CONTROL
 AI9351  ______________________________________________________________________
 AI9351* NAD 83(1986) POSITION- 39 47 27.     (N) 074 10 56.     (W)   SCALED
 AI9351* NAVD 88 ORTHO HEIGHT -     1.053 (meters)        3.45  (feet) ADJUSTED
 AI9351  ______________________________________________________________________
 AI9351  GEOID HEIGHT    -        -33.155 (meters)                     GEOID18
 AI9351  DYNAMIC HEIGHT  -          1.052 (meters)        3.45  (feet) COMP
 AI9351  MODELED GRAVITY -    980,169.1   (mgal)                       NAVD 88
 AI9351
 AI9351  VERT ORDER      -  FIRST     CLASS II
 AI9351
 AI9351.The horizontal coordinates were scaled from a map and have
 AI9351.an estimated accuracy of +/- 6 seconds.
 AI9351
 AI9351.The orthometric height was determined by differential leveling and
 AI9351.adjusted by the NATIONAL GEODETIC SURVEY
 AI9351.in March 2001.
 AI9351
 AI9351.No vertical observational check was made to the station.
 AI9351
 AI9351.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9351.GEOID18 height accuracy estimate available here.
 AI9351
 AI9351.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK700048(NAD 83)
 AI9351
 AI9351                          SUPERSEDED SURVEY CONTROL
 AI9351
 AI9351.No superseded survey control is available for this station.
 AI9351
 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: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 AM6913 ***********************************************************************
 AM6913  TIDAL BM    -  This is a Tidal Bench Mark.
 AM6913  DESIGNATION -  853 3615 B TIDAL
 AM6913  PID         -  AM6913
 AM6913  STATE/COUNTY-  NJ/OCEAN
 AM6913  COUNTRY     -  US
 AM6913  USGS QUAD   -  BARNEGAT LIGHT (2019)
 AM6913
 AM6913                         *CURRENT SURVEY CONTROL
 AM6913  ______________________________________________________________________
 AM6913* NAD 83(1986) POSITION- 39 45 37.36   (N) 074 06 31.03   (W)   HD_HELD1
 AM6913* NAVD 88 ORTHO HEIGHT -     1.028 (meters)        3.37  (feet) ADJUSTED
 AM6913  ______________________________________________________________________
 AM6913  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 AM6913  DYNAMIC HEIGHT  -          1.028 (meters)        3.37  (feet) COMP
 AM6913  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 AM6913
 AM6913  VERT ORDER      -  FIRST     CLASS II
 AM6913
 AM6913.The horizontal coordinates were determined by differentially corrected
 AM6913.hand held GPS observations or other comparable positioning techniques
 AM6913.and have an estimated accuracy of +/- 3 meters.
 AM6913
 AM6913.The orthometric height was determined by differential leveling and
 AM6913.adjusted by the NATIONAL GEODETIC SURVEY
 AM6913.in February 2021.
 AM6913
 AM6913.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6913.GEOID18 height accuracy estimate available here.
 AM6913
 AM6913.This Tidal Bench Mark is designated as VM 11483
 AM6913.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AM6913
 AM6913.Click photographs - Photos may exist for this station.
 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       -   102,984.5     183,534.7     MT  (+/- 3 meters HH1 GPS) 
 AM6913
 AM6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7635301541(NAD 83)
 AM6913
 AM6913                          SUPERSEDED SURVEY CONTROL
 AM6913
 AM6913  NAVD 88 (03/25/05)    1.114  (m)            3.65   (f) SUPERSEDED  1 2
 AM6913
 AM6913.Superseded values are not recommended for survey control.
 AM6913
 AM6913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6913.See file dsdata.pdf to determine how the superseded data were derived.
 AM6913
 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: I = MARKER IS A STEEL ROD
 AM6913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6913+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 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  HISTORY     - 20140506 POOR             INDIV
 AM6913  HISTORY     - 20200603 GOOD             NJGS
 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.
 AM6913
 AM6913                          STATION RECOVERY (2014)
 AM6913
 AM6913'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 AM6913'THE SOUTHEASTERN EDGE OF THE DISK IS BENT DOWN BUT OTHERWISE IT
 AM6913'APPEARS TO BE STABLE. STATION IS ADJACENT TO A SET OF
 AM6913'TENNIS/BASKETBALL COURTS.
 AM6913
 AM6913                          STATION RECOVERY (2020)
 AM6913
 AM6913'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6913'RECOVERED IN GOOD CONDITION.
 AM6913'
 AM6913'NOTE-ADD-THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH-NORTHEAST OF
 AM6913'SHIP BOTTOM, 7.0 MI (11.3 KM) SOUTHEAST OF FORKED RIVER AND IN THE
 AM6913'TOWN OF BARNEGAT LIGHT, NEW JERSEY.
 AM6913'
 AM6913'THE MARK IS LOCATED BETWEEN THE CURB AND SIDEWALK ON THE SOUTH SIDE OF
 AM6913'WEST SIXTH STREET, ABOUT 237 FT (72.2 M) SOUTHEAST OF THE CENTERLINE
 AM6913'OF BAYVIEW AVENUE, 405 FT (123.4 M) NORTHWEST OF THE CENTERLINE OF
 AM6913'BROADWAY (COUNTY ROUTE 607), 2.5 FT (0.8 M) SOUTH OF THE CURB, 20 FT
 AM6913'(6.1 M) WEST-NORTHWEST OF POLE NUMBER BT37, 62 FT (18.9 M) NORTHWEST
 AM6913'OF POLE NUMBER T359, 17 FT (5.2 M) SOUTHEAST OF THE SOUTHEAST END OF A
 AM6913'CHAIN LINK FENC AND, 55 FT (16.8 M) SOUTHEAST OF THE CENTERLINE OF THE
 AM6913'ENTRANCE DRIVE TO THE PARKING LOT FOR BAY BREEZE PARK (FORMER LOCATION
 AM6913'OF THE TENNIS COURTS).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6921 ***********************************************************************
 AM6921  TIDAL BM    -  This is a Tidal Bench Mark.
 AM6921  DESIGNATION -  853 3615 C TIDAL
 AM6921  PID         -  AM6921
 AM6921  STATE/COUNTY-  NJ/OCEAN
 AM6921  COUNTRY     -  US
 AM6921  USGS QUAD   -  BARNEGAT LIGHT (2019)
 AM6921
 AM6921                         *CURRENT SURVEY CONTROL
 AM6921  ______________________________________________________________________
 AM6921* NAD 83(1986) POSITION- 39 45 39.6    (N) 074 06 27.8    (W)   HD_HELD2
 AM6921* NAVD 88 ORTHO HEIGHT -     1.189 (meters)        3.90  (feet) ADJUSTED
 AM6921  ______________________________________________________________________
 AM6921  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 AM6921  DYNAMIC HEIGHT  -          1.189 (meters)        3.90  (feet) COMP
 AM6921  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 AM6921
 AM6921  VERT ORDER      -  FIRST     CLASS II
 AM6921
 AM6921.The horizontal coordinates were established by autonomous hand held GPS
 AM6921.observations and have an estimated accuracy of +/- 10 meters.
 AM6921
 AM6921.The orthometric height was determined by differential leveling and
 AM6921.adjusted by the NATIONAL GEODETIC SURVEY
 AM6921.in March 2005.
 AM6921
 AM6921.No vertical observational check was made to the station.
 AM6921
 AM6921.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6921.GEOID18 height accuracy estimate available here.
 AM6921
 AM6921.This Tidal Bench Mark is designated as VM 11484
 AM6921.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AM6921
 AM6921.Click photographs - Photos may exist for this station.
 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       -   103,054.      183,611.      MT  (+/- 10 meters HH2 GPS)
 AM6921
 AM6921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7643001611(NAD 83)
 AM6921
 AM6921                          SUPERSEDED SURVEY CONTROL
 AM6921
 AM6921.No superseded survey control is available for this station.
 AM6921
 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 - May 22, 2013
 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  HISTORY     - 20130522 GOOD             INDIV
 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.
 AM6921
 AM6921                          STATION RECOVERY (2013)
 AM6921
 AM6921'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 AM6921'RECOVERED AS DESCRIBED WITH HALF OF THE MONUMENT BROKEN OFF. DISK
 AM6921'APPEARS STABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6922 ***********************************************************************
 AM6922  DESIGNATION -  853 3615 D TIDAL
 AM6922  PID         -  AM6922
 AM6922  STATE/COUNTY-  NJ/OCEAN
 AM6922  COUNTRY     -  US
 AM6922  USGS QUAD   -  BARNEGAT LIGHT (2019)
 AM6922
 AM6922                         *CURRENT SURVEY CONTROL
 AM6922  ______________________________________________________________________
 AM6922* NAD 83(1986) POSITION- 39 45 38.67   (N) 074 06 37.59   (W)   HD_HELD1
 AM6922* NAVD 88 ORTHO HEIGHT -     1.302 (meters)        4.27  (feet) ADJUSTED
 AM6922  ______________________________________________________________________
 AM6922  GEOID HEIGHT    -        -33.321 (meters)                     GEOID18
 AM6922  DYNAMIC HEIGHT  -          1.302 (meters)        4.27  (feet) COMP
 AM6922  MODELED GRAVITY -    980,161.9   (mgal)                       NAVD 88
 AM6922
 AM6922  VERT ORDER      -  FIRST     CLASS II
 AM6922
 AM6922.The horizontal coordinates were determined by differentially corrected
 AM6922.hand held GPS observations or other comparable positioning techniques
 AM6922.and have an estimated accuracy of +/- 3 meters.
 AM6922
 AM6922.The orthometric height was determined by differential leveling and
 AM6922.adjusted by the NATIONAL GEODETIC SURVEY
 AM6922.in February 2021.
 AM6922
 AM6922.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6922.GEOID18 height accuracy estimate available here.
 AM6922
 AM6922.Click photographs - Photos may exist for this station.
 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       -   103,024.2     183,378.4     MT  (+/- 3 meters HH1 GPS) 
 AM6922
 AM6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7619701580(NAD 83)
 AM6922
 AM6922                          SUPERSEDED SURVEY CONTROL
 AM6922
 AM6922  NAVD 88 (03/25/05)    1.310  (m)            4.30   (f) SUPERSEDED  1 2
 AM6922
 AM6922.Superseded values are not recommended for survey control.
 AM6922
 AM6922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6922.See file dsdata.pdf to determine how the superseded data were derived.
 AM6922
 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 - June 03, 2020
 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  HISTORY     - 20180713 GOOD             NJGS
 AM6922  HISTORY     - 20200603 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AM6922
 AM6922                          STATION RECOVERY (2018)
 AM6922
 AM6922'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AM6922'NOTE-THE USGS TIDE TELEMETRY GAUGE HAS BEEN REMOVED AND A 3 M (9.8 FT)
 AM6922'PILING IS NEARBY.
 AM6922
 AM6922                          STATION RECOVERY (2020)
 AM6922
 AM6922'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6922'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6912 ***********************************************************************
 AM6912  DESIGNATION -  853 3631 C TIDAL
 AM6912  PID         -  AM6912
 AM6912  STATE/COUNTY-  NJ/OCEAN
 AM6912  COUNTRY     -  US
 AM6912  USGS QUAD   -  FORKED RIVER (2019)
 AM6912
 AM6912                         *CURRENT SURVEY CONTROL
 AM6912  ______________________________________________________________________
 AM6912* NAD 83(1986) POSITION- 39 45 16.41   (N) 074 07 35.58   (W)   HD_HELD1
 AM6912* NAVD 88 ORTHO HEIGHT -     0.837 (meters)        2.75  (feet) ADJUSTED
 AM6912  ______________________________________________________________________
 AM6912  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 AM6912  DYNAMIC HEIGHT  -          0.837 (meters)        2.75  (feet) COMP
 AM6912  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 AM6912
 AM6912  VERT ORDER      -  FIRST     CLASS II
 AM6912
 AM6912.The horizontal coordinates were determined by differentially corrected
 AM6912.hand held GPS observations or other comparable positioning techniques
 AM6912.and have an estimated accuracy of +/- 3 meters.
 AM6912
 AM6912.The orthometric height was determined by differential leveling and
 AM6912.adjusted by the NATIONAL GEODETIC SURVEY
 AM6912.in March 2005.
 AM6912
 AM6912.No vertical observational check was made to the station.
 AM6912
 AM6912.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6912.GEOID18 height accuracy estimate available here.
 AM6912
 AM6912.Click photographs - Photos may exist for this station.
 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       -   102,331.9     182,001.1     MT  (+/- 3 meters HH1 GPS) 
 AM6912
 AM6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7482400880(NAD 83)
 AM6912
 AM6912                          SUPERSEDED SURVEY CONTROL
 AM6912
 AM6912.No superseded survey control is available for this station.
 AM6912
 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: I = MARKER IS A STEEL ROD
 AM6912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6912+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 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  HISTORY     - 20200603 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.
 AM6912'
 AM6912'FOR MORE INFORMATION ON THIS STATION, CONTACT THE NEW JERSEY
 AM6912'DEPARTMENT OF TRANSPORTATION, GEODETIC SURVEY UNIT AT 609 530 5642 OR
 AM6912'THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF
 AM6912'TIDELANDS MANAGEMENT AT 609 292 2573.
 AM6912'
 AM6912'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.
 AM6912'
 AM6912'TO 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'
 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.
 AM6912
 AM6912                          STATION RECOVERY (2020)
 AM6912
 AM6912'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6912'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHEAST OF SHIP
 AM6912'BOTTOM, 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF FORKED RIVER AND 1.1 MI
 AM6912'(1.8 KM) WEST OF BARNEGAT LIGHT, IN LONG BEACH TOWNSHIP, HIGH BAR
 AM6912'HARBOR.
 AM6912'
 AM6912'THE MARK IS LOCATED ON THE WEST SIDE OF BUTLER ROAD, UNDER A TREE, 2.5
 AM6912'FT (0.8 M) WEST-SOUTHWEST OF POLE NUMBER BT399LB, 6 FT (1.8 M) WEST OF
 AM6912'THE WEST EDGE OF PAVING FOR BUTLER ROAD, 130 FT (39.6 M)
 AM6912'NORTH-NORTHWEST OF THE CENTERLINE EXTENDED OF ARNOLD BOULEVARD, 80 FT
 AM6912'(24.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE DOUBLE GATED
 AM6912'ENTRANCE TO THE HIGH BAR PARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6911 ***********************************************************************
 AM6911  DESIGNATION -  853 3631 D TIDAL
 AM6911  PID         -  AM6911
 AM6911  STATE/COUNTY-  NJ/OCEAN
 AM6911  COUNTRY     -  US
 AM6911  USGS QUAD   -  FORKED RIVER (2019)
 AM6911
 AM6911                         *CURRENT SURVEY CONTROL
 AM6911  ______________________________________________________________________
 AM6911* NAD 83(1986) POSITION- 39 45 15.42   (N) 074 07 33.00   (W)   HD_HELD1
 AM6911* NAVD 88 ORTHO HEIGHT -     1.001 (meters)        3.28  (feet) ADJUSTED
 AM6911  ______________________________________________________________________
 AM6911  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 AM6911  DYNAMIC HEIGHT  -          1.001 (meters)        3.28  (feet) COMP
 AM6911  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 AM6911
 AM6911  VERT ORDER      -  FIRST     CLASS II
 AM6911
 AM6911.The horizontal coordinates were determined by differentially corrected
 AM6911.hand held GPS observations or other comparable positioning techniques
 AM6911.and have an estimated accuracy of +/- 3 meters.
 AM6911
 AM6911.The orthometric height was determined by differential leveling and
 AM6911.adjusted by the NATIONAL GEODETIC SURVEY
 AM6911.in February 2021.
 AM6911
 AM6911.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6911.GEOID18 height accuracy estimate available here.
 AM6911
 AM6911.Click photographs - Photos may exist for this station.
 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       -   102,301.6     182,062.6     MT  (+/- 3 meters HH1 GPS) 
 AM6911
 AM6911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7488500850(NAD 83)
 AM6911
 AM6911                          SUPERSEDED SURVEY CONTROL
 AM6911
 AM6911  NAVD 88 (03/25/05)    0.997  (m)            3.27   (f) SUPERSEDED  1 2
 AM6911
 AM6911.Superseded values are not recommended for survey control.
 AM6911
 AM6911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6911.See file dsdata.pdf to determine how the superseded data were derived.
 AM6911
 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: I = MARKER IS A STEEL ROD
 AM6911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6911+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 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  HISTORY     - 20200603 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.
 AM6911'
 AM6911'FOR MORE INFORMATION ON THIS STATION, CONTACT THE NEW JERSY DEPARTMENT
 AM6911'OF ENVIRONMENTAL PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292
 AM6911'2573.
 AM6911'
 AM6911'THE STATION IS LOCATED IN THE BOROUGH OF BARNEGAT LIGHT IN THE
 AM6911'COMMUNITY OF HIGH BAR HARBOR ON THE SOUTHEAST SIDE OF ARNOLD
 AM6911'BOULEVARD.
 AM6911'
 AM6911'TO REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF
 AM6911'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 AM6911'GO NORTHEAST ON LONG BEACH BOULEVARD, ALSO KNOWN AS CENTRAL AVENUE IN
 AM6911'THE BOROUGH OF BARNEGAT LIGHT, FOR 7.65 MI (12.31 KM) TO THE
 AM6911'INTERSECTION WITH 20TH STREET AT A TRAFFIC LIGHT.  TURN LEFT AND GO
 AM6911'NORTHWEST ON 2OTH STREET FOR 0.45 MI (0.72 KM) TO THE WYE JUNCTION
 AM6911'WITH AUBURN ROAD ON THE LEFT AND ARNOLD BOULEVARD ON THE RIGHT.  BEAR
 AM6911'TO THE RIGHT AND GO NORTHWEST ON ARNOLD BOULEVARD FOR 0.50 MI
 AM6911'(0.80 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND, JUST
 AM6911'SOUTHEAST FROM THE TEE INTERSECTION OF ANTIOCH ROAD, BUTLER ROAD AND
 AM6911'ARNOLD DRIVE.
 AM6911'
 AM6911'THE STATION IS 1.0 M (3.3 FT) SOUTH FROM WOOD UTILITY POLE NUMBER BT
 AM6911'328 LB, 18.6 M (61.0 FT) NORTHWEST FROM THE NORTH CORNER OF A ONE AND
 AM6911'ONE HALF STORY FRAME DWELLING, HOUSE NUMBER 146, 8.8 M (28.9 FT)
 AM6911'SOUTH FROM THE CENTERLINE OF ARNOLD BOULEVARD AND 11.8 M (38.7 FT)
 AM6911'NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A BRICK FIREPLACE CHIMNEY
 AM6911'ON THE NORTH SIDE OF HOUSE NUMBER 195 ANTIOCH AVENUE.
 AM6911
 AM6911                          STATION RECOVERY (2020)
 AM6911
 AM6911'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6911'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHEAST OF SHIP
 AM6911'BOTTOM, 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF FORKED RIVER AND 1.1 MI
 AM6911'(1.8 KM) WEST-SOUTHWEST OF BARNEGAT LIGHT, IN LONG BEACH TOWNSHIP,
 AM6911'HIGH BAR HARBOR.
 AM6911'
 AM6911'THE STATION IS ON THE SOUTHEAST CORNER OF THE JUNCTION OF ANTIOCH ROAD
 AM6911'AND ARNOLD BOULEVARD, 3.5 FT (1.1 M) SOUTH OF POLE NUMBER BT328LB, 7
 AM6911'FT (2.1 M) SOUTHEAST OF A SPEED LIMIT SIGN, 29 FT (8.8 M) SOUTH OF THE
 AM6911'CENTERLINE OF ARNOLD BOULEVARD, 115 FT (35.1 M) EAST OF THE CENTERLINE
 AM6911'OF ANTIOCH ROAD AND 61 FT (18.6 M) NORTH OF THE NORTHEAST CORNER OF
 AM6911'HOUSE NUMBER 146.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6910 ***********************************************************************
 AM6910  DESIGNATION -  853 3631 E TIDAL
 AM6910  PID         -  AM6910
 AM6910  STATE/COUNTY-  NJ/OCEAN
 AM6910  COUNTRY     -  US
 AM6910  USGS QUAD   -  BARNEGAT LIGHT (2019)
 AM6910
 AM6910                         *CURRENT SURVEY CONTROL
 AM6910  ______________________________________________________________________
 AM6910* NAD 83(1986) POSITION- 39 45 16.02   (N) 074 07 30.00   (W)   HD_HELD1
 AM6910* NAVD 88 ORTHO HEIGHT -     1.359 (meters)        4.46  (feet) ADJUSTED
 AM6910  ______________________________________________________________________
 AM6910  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 AM6910  DYNAMIC HEIGHT  -          1.359 (meters)        4.46  (feet) COMP
 AM6910  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 AM6910
 AM6910  VERT ORDER      -  FIRST     CLASS II
 AM6910
 AM6910.The horizontal coordinates were determined by differentially corrected
 AM6910.hand held GPS observations or other comparable positioning techniques
 AM6910.and have an estimated accuracy of +/- 3 meters.
 AM6910
 AM6910.The orthometric height was determined by differential leveling and
 AM6910.adjusted by the NATIONAL GEODETIC SURVEY
 AM6910.in March 2005.
 AM6910
 AM6910.No vertical observational check was made to the station.
 AM6910
 AM6910.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6910.GEOID18 height accuracy estimate available here.
 AM6910
 AM6910.Click photographs - Photos may exist for this station.
 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       -   102,320.4     182,133.9     MT  (+/- 3 meters HH1 GPS) 
 AM6910
 AM6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7495700870(NAD 83)
 AM6910
 AM6910                          SUPERSEDED SURVEY CONTROL
 AM6910
 AM6910.No superseded survey control is available for this station.
 AM6910
 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: RECESSED 10 CENTIMETERS
 AM6910_MAGNETIC: I = MARKER IS A STEEL ROD
 AM6910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6910+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 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  HISTORY     - 20200603 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.
 AM6910
 AM6910                          STATION RECOVERY (2020)
 AM6910
 AM6910'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6910'RECOVERED IN GOOD CONDITION.
 AM6910'
 AM6910'NOTE-ADD--THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHEAST
 AM6910'OF SHIP BOTTOM, 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF FORKED RIVER AND
 AM6910'1.0 MI (1.6 KM) WEST-SOUTHWEST OF BARNEGAT LIGHT, IN LONG BEACH
 AM6910'TOWNSHIP, HIGH BAR HARBOR.
 AM6910'
 AM6910'THE STATION IS IS LOCATED IN THE FRONT YARD OF HOUSE NUMBER 134 (2.5
 AM6910'STORY FRAME) ON THE SOUTH SIDE OF ARNOLD BOULEVARD (COUNTY ROUTE 107).
 AM6910'THE FRONT YARD HAS BEEN LANDSCAPED, THERE IS NO BUSH AT THE LOCATION.
 AM6910'
 AM6910'THE STATION IS 27.9 FT (8.5 M) NORTHWEST OF THE NORTHEAST CORNER OF
 AM6910'THE HOUSE, 48.4 FT (14.8 M) EAST OF POLE NUMBER T1455, 32.2 FT (9.8 M)
 AM6910'SOUTH OF THE CENTERLINE OF ARNOLD BOULEVARD, 16.6 FT (5.1 M) EAST OF
 AM6910'THE EAST EDGE OF THE DRIVEWAY FOR HOUSE NUMBER 134, 14.2 FT (4.3 M)
 AM6910'WEST OF THE WEST EDGE OF THE NEXT DOOR CONCRETE DRIVEWAY, ABOUT 9 FT
 AM6910'(2.7 M) SOUTH OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6909 ***********************************************************************
 AM6909  DESIGNATION -  853 3738 B TIDAL
 AM6909  PID         -  AM6909
 AM6909  STATE/COUNTY-  NJ/OCEAN
 AM6909  COUNTRY     -  US
 AM6909  USGS QUAD   -  SHIP BOTTOM (2019)
 AM6909
 AM6909                         *CURRENT SURVEY CONTROL
 AM6909  ______________________________________________________________________
 AM6909* NAD 83(1986) POSITION- 39 43 26.     (N) 074 08 02.     (W)   SCALED
 AM6909* NAVD 88 ORTHO HEIGHT -     0.814 (meters)        2.67  (feet) ADJUSTED
 AM6909  ______________________________________________________________________
 AM6909  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 AM6909  DYNAMIC HEIGHT  -          0.813 (meters)        2.67  (feet) COMP
 AM6909  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 AM6909
 AM6909  VERT ORDER      -  FIRST     CLASS II
 AM6909
 AM6909.The horizontal coordinates were scaled from a map and have
 AM6909.an estimated accuracy of +/- 6 seconds.
 AM6909
 AM6909.The orthometric height was determined by differential leveling and
 AM6909.adjusted by the NATIONAL GEODETIC SURVEY
 AM6909.in March 2005.
 AM6909
 AM6909.No vertical observational check was made to the station.
 AM6909
 AM6909.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6909.GEOID18 height accuracy estimate available here.
 AM6909
 AM6909.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ742974(NAD 83)
 AM6909
 AM6909                          SUPERSEDED SURVEY CONTROL
 AM6909
 AM6909.No superseded survey control is available for this station.
 AM6909
 AM6909_MARKER: DJ = TIDAL STATION DISK
 AM6909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6909_STAMPING: 3738 B 1976
 AM6909_MARK LOGO: NOS
 AM6909_PROJECTION: FLUSH
 AM6909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6909+STABILITY: SURFACE MOTION
 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  HISTORY     - 20191002 MARK NOT FOUND   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.
 AM6909
 AM6909                          STATION RECOVERY (2019)
 AM6909
 AM6909'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 AM6909'THE AREA HAS BEEN COMPLETELY NEWLY LANDSCAPED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6908 ***********************************************************************
 AM6908  DESIGNATION -  853 3738 C TIDAL
 AM6908  PID         -  AM6908
 AM6908  STATE/COUNTY-  NJ/OCEAN
 AM6908  COUNTRY     -  US
 AM6908  USGS QUAD   -  SHIP BOTTOM (2019)
 AM6908
 AM6908                         *CURRENT SURVEY CONTROL
 AM6908  ______________________________________________________________________
 AM6908* NAD 83(1986) POSITION- 39 43 24.36   (N) 074 07 56.89   (W)   HD_HELD1
 AM6908* NAVD 88 ORTHO HEIGHT -     1.005 (meters)        3.30  (feet) ADJUSTED
 AM6908  ______________________________________________________________________
 AM6908  GEOID HEIGHT    -        -33.395 (meters)                     GEOID18
 AM6908  DYNAMIC HEIGHT  -          1.005 (meters)        3.30  (feet) COMP
 AM6908  MODELED GRAVITY -    980,159.6   (mgal)                       NAVD 88
 AM6908
 AM6908  VERT ORDER      -  FIRST     CLASS II
 AM6908
 AM6908.The horizontal coordinates were determined by differentially corrected
 AM6908.hand held GPS observations or other comparable positioning techniques
 AM6908.and have an estimated accuracy of +/- 3 meters.
 AM6908
 AM6908.The orthometric height was determined by differential leveling and
 AM6908.adjusted by the NATIONAL GEODETIC SURVEY
 AM6908.in March 2005.
 AM6908
 AM6908.No vertical observational check was made to the station.
 AM6908
 AM6908.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6908.GEOID18 height accuracy estimate available here.
 AM6908
 AM6908.Click photographs - Photos may exist for this station.
 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       -    98,874.3     181,508.0     MT  (+/- 3 meters HH1 GPS) 
 AM6908
 AM6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7435097421(NAD 83)
 AM6908
 AM6908                          SUPERSEDED SURVEY CONTROL
 AM6908
 AM6908.No superseded survey control is available for this station.
 AM6908
 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: RECESSED 8 CENTIMETERS
 AM6908_MAGNETIC: I = MARKER IS A STEEL ROD
 AM6908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6908+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 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  HISTORY     - 20181105 GOOD             INDIV
 AM6908  HISTORY     - 20200603 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.
 AM6908
 AM6908                          STATION RECOVERY (2018)
 AM6908
 AM6908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (OLA)
 AM6908'RECOVERED IN GOOD CONDITION.
 AM6908
 AM6908                          STATION RECOVERY (2020)
 AM6908
 AM6908'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6908'RECOVERED IN GOOD CONDITION.
 AM6908'
 AM6908'NOTE-ADD-THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF
 AM6908'FORKED RIVER, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 2.7
 AM6908'MI (4.3 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN LONG BEACH TOWNSHIP.
 AM6908'THE STATION IS BETWEEN HOUSE NUMBERS 94 AND 93, 20 FT (6.1 M)
 AM6908'NORTH-NORTHEAST OF THE CENTERLINE OF PANORAMA STREET, 54
 AM6908'NORTH-NORTHEAST OF A POLE NUMBER 28520, 3.9 FT (1.2 M) SOUTH OF POLE
 AM6908'NUMBER 88423 42648, 43.5 FT (13.3 M) WEST-NORTHWEST OF A FIRE HYDRANT
 AM6908'ON THE EAST SIDE OF THE DRIVEWAY TO HOUSE NUMBER 94, 20.6 FT (6.3 M)
 AM6908'NORTH-NORTHEAST OF THE CENTERLINE OF PANORAMA STREET, 3.7 FT (1.1 M)
 AM6908'NORTH-NORTHEAST OF THE NORTH EDGE OF PAVING OF PANORAMA STREET, 6.4 FT
 AM6908'(2.0 M) WEST OF THE WEST EDGE OF THE PAVER DRIVEWAY FOR HOUSE NUMBER
 AM6908'94.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6907 ***********************************************************************
 AM6907  DESIGNATION -  853 3862 A TIDAL
 AM6907  PID         -  AM6907
 AM6907  STATE/COUNTY-  NJ/OCEAN
 AM6907  COUNTRY     -  US
 AM6907  USGS QUAD   -  SHIP BOTTOM (2019)
 AM6907
 AM6907                         *CURRENT SURVEY CONTROL
 AM6907  ______________________________________________________________________
 AM6907* NAD 83(1986) POSITION- 39 40 26.94   (N) 074 09 31.60   (W)   HD_HELD1
 AM6907* NAVD 88 ORTHO HEIGHT -     0.943 (meters)        3.09  (feet) ADJUSTED
 AM6907  ______________________________________________________________________
 AM6907  GEOID HEIGHT    -        -33.516 (meters)                     GEOID18
 AM6907  DYNAMIC HEIGHT  -          0.943 (meters)        3.09  (feet) COMP
 AM6907  MODELED GRAVITY -    980,154.2   (mgal)                       NAVD 88
 AM6907
 AM6907  VERT ORDER      -  FIRST     CLASS II
 AM6907
 AM6907.The horizontal coordinates were determined by differentially corrected
 AM6907.hand held GPS observations or other comparable positioning techniques
 AM6907.and have an estimated accuracy of +/- 3 meters.
 AM6907
 AM6907.The orthometric height was determined by differential leveling and
 AM6907.adjusted by the NATIONAL GEODETIC SURVEY
 AM6907.in February 2021.
 AM6907
 AM6907.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6907.GEOID18 height accuracy estimate available here.
 AM6907
 AM6907.Click photographs - Photos may exist for this station.
 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       -    93,394.1     179,273.4     MT  (+/- 3 meters HH1 GPS) 
 AM6907
 AM6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7214791930(NAD 83)
 AM6907
 AM6907                          SUPERSEDED SURVEY CONTROL
 AM6907
 AM6907  NAVD 88 (03/25/05)    0.942  (m)            3.09   (f) SUPERSEDED  1 2
 AM6907
 AM6907.Superseded values are not recommended for survey control.
 AM6907
 AM6907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6907.See file dsdata.pdf to determine how the superseded data were derived.
 AM6907
 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: I = MARKER IS A STEEL ROD
 AM6907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6907+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2020
 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  HISTORY     - 20161102 GOOD             INDIV
 AM6907  HISTORY     - 20190128 GOOD             NJGS
 AM6907  HISTORY     - 20200809 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.
 AM6907
 AM6907                          STATION RECOVERY (2016)
 AM6907
 AM6907'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (WJB)
 AM6907'RECOVERED AS DESCRIBED
 AM6907
 AM6907                          STATION RECOVERY (2019)
 AM6907
 AM6907'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AM6907'RECOVERED IN GOOD CONDITION.
 AM6907
 AM6907                          STATION RECOVERY (2020)
 AM6907
 AM6907'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6907'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-NORTHEAST OF WEST
 AM6907'CREEK, 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT AND 2.5 MI
 AM6907'(4.0 KM) NORTH-NORTHEAST OF SHIP BOTTOM, IN LONG BEACH TOWNSHIP, IN
 AM6907'THE COMMUNITY OF NORTH BEACH.
 AM6907'
 AM6907'TO REACH THE STATION FROM THE JUNCTION OF LONG BEACH BOULEVARD (COUNTY
 AM6907'ROUTE 607) AND BAY SHORE AVENUE, GO 0.15 MI (0.24 KM) WEST-NORTHWEST
 AM6907'ON BAY SHORE BOULEVARD TO THE T-JUNCTION WITH EDGEWATER DRIVE.  TURN
 AM6907'LEFT AND GO ABOUT 50 FT (15.2 M) SOUTH-SOUTHWEST TO THE STATION ON THE
 AM6907'RIGHT, LOCATED IN A GRAVEL OPEN LOT FOR A BOAT LAUNCH.
 AM6907'
 AM6907'IT IS 33 FT (10.1 M) WEST-NORTHWEST OF THE CENTERLINE OF EDGEWATER
 AM6907'DRIVE, 14.8 FT (4.5 M) NORTH-NORTHWEST OF POLE NUMBER P24593, 10.5 FT
 AM6907'(3.2 M) WEST-NORTHWEST OF THE WEST EDGE OF THE SIDEWALK AT THE GATE
 AM6907'ENTRANCE TO THE FACILITY, 10 FT (3.0 M) EAST-NORTHEAST OF THE WOODEN
 AM6907'FENCE AND 4 FT (1.2 M) NORTH-NORTHEAST OF THE NORTH FACE OF A BLOCK
 AM6907'WALL ON THE SOUTH SIDE OF THE FACILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6906 ***********************************************************************
 AM6906  DESIGNATION -  853 3862 B TIDAL
 AM6906  PID         -  AM6906
 AM6906  STATE/COUNTY-  NJ/OCEAN
 AM6906  COUNTRY     -  US
 AM6906  USGS QUAD   -  SHIP BOTTOM (2019)
 AM6906
 AM6906                         *CURRENT SURVEY CONTROL
 AM6906  ______________________________________________________________________
 AM6906* NAD 83(1986) POSITION- 39 40 26.02   (N) 074 09 28.08   (W)   HD_HELD1
 AM6906* NAVD 88 ORTHO HEIGHT -     1.417 (meters)        4.65  (feet) ADJUSTED
 AM6906  ______________________________________________________________________
 AM6906  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 AM6906  DYNAMIC HEIGHT  -          1.416 (meters)        4.65  (feet) COMP
 AM6906  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 AM6906
 AM6906  VERT ORDER      -  FIRST     CLASS II
 AM6906
 AM6906.The horizontal coordinates were determined by differentially corrected
 AM6906.hand held GPS observations or other comparable positioning techniques
 AM6906.and have an estimated accuracy of +/- 3 meters.
 AM6906
 AM6906.The orthometric height was determined by differential leveling and
 AM6906.adjusted by the NATIONAL GEODETIC SURVEY
 AM6906.in February 2021.
 AM6906
 AM6906.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6906.GEOID18 height accuracy estimate available here.
 AM6906
 AM6906.Click photographs - Photos may exist for this station.
 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       -    93,366.0     179,357.4     MT  (+/- 3 meters HH1 GPS) 
 AM6906
 AM6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7223191902(NAD 83)
 AM6906
 AM6906                          SUPERSEDED SURVEY CONTROL
 AM6906
 AM6906  NAVD 88 (03/25/05)    1.415  (m)            4.64   (f) SUPERSEDED  1 2
 AM6906
 AM6906.Superseded values are not recommended for survey control.
 AM6906
 AM6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6906.See file dsdata.pdf to determine how the superseded data were derived.
 AM6906
 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: I = MARKER IS A STEEL ROD
 AM6906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6906+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2020
 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  HISTORY     - 20161102 GOOD             INDIV
 AM6906  HISTORY     - 20190128 GOOD             NJGS
 AM6906  HISTORY     - 20200809 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.
 AM6906
 AM6906                          STATION RECOVERY (2016)
 AM6906
 AM6906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (WJB)
 AM6906'RECOVERED AS DESCRIBED
 AM6906
 AM6906                          STATION RECOVERY (2019)
 AM6906
 AM6906'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AM6906'RECOVERED IN GOOD CONDITION.
 AM6906
 AM6906                          STATION RECOVERY (2020)
 AM6906
 AM6906'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6906'RECOVERED IN GOOD CONDITION.
 AM6906'
 AM6906'NOTE-ADD-THE STATION IS ALSO ABOUT 2 FT (0.6 M) BEHIND THE FRONT YARD
 AM6906'FENCE FOR HOUSE NUMBER 10.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6905 ***********************************************************************
 AM6905  DESIGNATION -  853 3862 C TIDAL
 AM6905  PID         -  AM6905
 AM6905  STATE/COUNTY-  NJ/OCEAN
 AM6905  COUNTRY     -  US
 AM6905  USGS QUAD   -  SHIP BOTTOM (2019)
 AM6905
 AM6905                         *CURRENT SURVEY CONTROL
 AM6905  ______________________________________________________________________
 AM6905* NAD 83(1986) POSITION- 39 40 23.70   (N) 074 09 24.34   (W)   HD_HELD1
 AM6905* NAVD 88 ORTHO HEIGHT -     1.455 (meters)        4.77  (feet) ADJUSTED
 AM6905  ______________________________________________________________________
 AM6905  GEOID HEIGHT    -        -33.523 (meters)                     GEOID18
 AM6905  DYNAMIC HEIGHT  -          1.454 (meters)        4.77  (feet) COMP
 AM6905  MODELED GRAVITY -    980,153.9   (mgal)                       NAVD 88
 AM6905
 AM6905  VERT ORDER      -  FIRST     CLASS II
 AM6905
 AM6905.The horizontal coordinates were determined by differentially corrected
 AM6905.hand held GPS observations or other comparable positioning techniques
 AM6905.and have an estimated accuracy of +/- 3 meters.
 AM6905
 AM6905.The orthometric height was determined by differential leveling and
 AM6905.adjusted by the NATIONAL GEODETIC SURVEY
 AM6905.in February 2021.
 AM6905
 AM6905.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6905.GEOID18 height accuracy estimate available here.
 AM6905
 AM6905.Click photographs - Photos may exist for this station.
 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       -    93,294.8     179,446.8     MT  (+/- 3 meters HH1 GPS) 
 AM6905
 AM6905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7232191831(NAD 83)
 AM6905
 AM6905                          SUPERSEDED SURVEY CONTROL
 AM6905
 AM6905  NAVD 88 (03/25/05)    1.454  (m)            4.77   (f) SUPERSEDED  1 2
 AM6905
 AM6905.Superseded values are not recommended for survey control.
 AM6905
 AM6905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6905.See file dsdata.pdf to determine how the superseded data were derived.
 AM6905
 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: I = MARKER IS A STEEL ROD
 AM6905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6905+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2020
 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  HISTORY     - 20161102 GOOD             INDIV
 AM6905  HISTORY     - 20190129 GOOD             NJGS
 AM6905  HISTORY     - 20200809 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.
 AM6905
 AM6905                          STATION RECOVERY (2016)
 AM6905
 AM6905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (WJB)
 AM6905'RECOVERED AS DESCRIBED
 AM6905
 AM6905                          STATION RECOVERY (2019)
 AM6905
 AM6905'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AM6905'RECOVERED IN GOOD CONDITION.
 AM6905
 AM6905                          STATION RECOVERY (2020)
 AM6905
 AM6905'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AM6905'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6467 ***********************************************************************
 DR6467  DESIGNATION -  853 3909 B
 DR6467  PID         -  DR6467
 DR6467  STATE/COUNTY-  NJ/OCEAN
 DR6467  COUNTRY     -  US
 DR6467  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6467
 DR6467                         *CURRENT SURVEY CONTROL
 DR6467  ______________________________________________________________________
 DR6467* NAD 83(1986) POSITION- 39 40 02.50   (N) 074 12 52.81   (W)   HD_HELD1
 DR6467* NAVD 88 ORTHO HEIGHT -     2.300 (meters)        7.55  (feet) ADJUSTED
 DR6467  ______________________________________________________________________
 DR6467  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 DR6467  DYNAMIC HEIGHT  -          2.299 (meters)        7.54  (feet) COMP
 DR6467  MODELED GRAVITY -    980,156.2   (mgal)                       NAVD 88
 DR6467
 DR6467  VERT ORDER      -  FIRST     CLASS II
 DR6467
 DR6467.The horizontal coordinates were determined by differentially corrected
 DR6467.hand held GPS observations or other comparable positioning techniques
 DR6467.and have an estimated accuracy of +/- 3 meters.
 DR6467
 DR6467.The orthometric height was determined by differential leveling and
 DR6467.adjusted by the NATIONAL GEODETIC SURVEY
 DR6467.in February 2021.
 DR6467
 DR6467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6467.GEOID18 height accuracy estimate available here.
 DR6467
 DR6467.Click photographs - Photos may exist for this station.
 DR6467
 DR6467.The dynamic height is computed by dividing the NAVD 88
 DR6467.geopotential number by the normal gravity value computed on the
 DR6467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6467.degrees latitude (g = 980.6199 gals.).
 DR6467
 DR6467.The modeled gravity was interpolated from observed gravity values.
 DR6467
 DR6467;                    North         East    Units  Estimated Accuracy
 DR6467;SPC NJ       -    92,623.6     174,480.9     MT  (+/- 3 meters HH1 GPS) 
 DR6467
 DR6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6736091133(NAD 83)
 DR6467
 DR6467                          SUPERSEDED SURVEY CONTROL
 DR6467
 DR6467.No superseded survey control is available for this station.
 DR6467
 DR6467_MARKER: DJ = TIDAL STATION DISK
 DR6467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR6467_SP_SET: BRIDGE ABUTMENT
 DR6467_STAMPING: 3909 B 1976
 DR6467_MARK LOGO: NOS
 DR6467_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6467+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2019
 DR6467
 DR6467  HISTORY     - Date     Condition        Report By
 DR6467  HISTORY     - 1976     MONUMENTED       NOS
 DR6467  HISTORY     - 20190315 GOOD             NJGS
 DR6467
 DR6467                          STATION DESCRIPTION
 DR6467
 DR6467'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6467'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF BEACH
 DR6467'HAVEN, 5.4 MI (8.7 KM) EAST-NORTHEAST OF WEST CREEK AND 2.5 MI (4.0
 DR6467'KM) NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP.
 DR6467'
 DR6467'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET (U.S. HIGHWAY 9)
 DR6467'AND EAST BAY AVENUE (COUNTY ROUTE 50) IN MANAHAWKIN, GO 3.15 MI (5.07
 DR6467'KM) EAST-SOUTHEAST ON EAST BAY AVENUE TO THE END OF THE ROAD TO THE
 DR6467'STATION AT THE TOP OF THE NORTHEAST ABUTMENT OF AN ABANDONED BRIDGE,
 DR6467'AT THE INSIDE CORNER OF THE BULKHEAD.
 DR6467'
 DR6467'THE STATION IS 17.9 FT (5.5 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 DR6467'SIDEWALK, 35.5 FT (10.8 M) NORTHEAST OF A LARGE WOODEN UTILITY POLE
 DR6467'NUMBER P15602, 23.7 FT (7.2 M) NORTH OF THE ANGLE POINT OF THE
 DR6467'NORTHEAST EDGE OF THE SIDEWALK, 26 FT (7.9 M) SOUTHEAST OF A GAS TEST
 DR6467'METER.
 DR6467'
 DR6467'THIS STATION IS PART OF THE NEW JERSEY TIDAL BENCH MARK NETWORK-(HTTPS
 DR6467'//WWW.NJGEOLOGY.ORG/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7258 ***********************************************************************
 AC7258  DESIGNATION -  853 3935 E TIDAL
 AC7258  PID         -  AC7258
 AC7258  STATE/COUNTY-  NJ/OCEAN
 AC7258  COUNTRY     -  US
 AC7258  USGS QUAD   -  SHIP BOTTOM (2019)
 AC7258
 AC7258                         *CURRENT SURVEY CONTROL
 AC7258  ______________________________________________________________________
 AC7258* NAD 83(1986) POSITION- 39 39 14.12   (N) 074 11 02.42   (W)   HD_HELD1
 AC7258* NAVD 88 ORTHO HEIGHT -     1.167 (meters)        3.83  (feet) ADJUSTED
 AC7258  ______________________________________________________________________
 AC7258  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 AC7258  DYNAMIC HEIGHT  -          1.167 (meters)        3.83  (feet) COMP
 AC7258  MODELED GRAVITY -    980,152.1   (mgal)                       NAVD 88
 AC7258
 AC7258  VERT ORDER      -  FIRST     CLASS II
 AC7258
 AC7258.The horizontal coordinates were determined by differentially corrected
 AC7258.hand held GPS observations or other comparable positioning techniques
 AC7258.and have an estimated accuracy of +/- 3 meters.
 AC7258
 AC7258.The orthometric height was determined by differential leveling and
 AC7258.adjusted by the NATIONAL GEODETIC SURVEY
 AC7258.in February 2021.
 AC7258
 AC7258.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7258.GEOID18 height accuracy estimate available here.
 AC7258
 AC7258.Click photographs - Photos may exist for this station.
 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       -    91,140.5     177,117.0     MT  (+/- 3 meters HH1 GPS) 
 AC7258
 AC7258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7000389665(NAD 83)
 AC7258
 AC7258                          SUPERSEDED SURVEY CONTROL
 AC7258
 AC7258  NAVD 88 (04/25/97)    1.164  (m)            3.82   (f) SUPERSEDED  1 1
 AC7258
 AC7258.Superseded values are not recommended for survey control.
 AC7258
 AC7258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7258.See file dsdata.pdf to determine how the superseded data were derived.
 AC7258
 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: I = MARKER IS A STEEL ROD
 AC7258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7258+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2019
 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  HISTORY     - 20160425 GOOD             NGS
 AC7258  HISTORY     - 20190116 GOOD             NJGS
 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.
 AC7258
 AC7258                          STATION RECOVERY (2016)
 AC7258
 AC7258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (TG)
 AC7258'THE GPS COORDINATES HAVE A VERY POOR ACCURACY. THE REAL COORDINATES
 AC7258'ARE AS FOLLOWS. 39.653925, -74.184217    THE POLE WHICH THE MARKER IS
 AC7258'
 AC7258'LOCATED NEXT TO IS RIGHT NEAR, ACCORDING TO GOOGLE MAPS, THE ADDRESS
 AC7258'
 AC7258'445 E BAY AVE SHIP BOTTOM NJ 08008
 AC7258
 AC7258                          STATION RECOVERY (2019)
 AC7258
 AC7258'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AC7258'RECOVERED WITH NEW TIES, 73.5 FT SOUTHWEST FROM UTILITY POLE NUMBER
 AC7258'T5561 NEAR NORTHWEST CORNER OF HOCHSTRASSER'S MARINA GARAGE, 29.0 FT
 AC7258'(8.8 M) NORTHEAST FROM CENTERLINE OF SERVICE ROAD, 29.0 FT (8.8 M)
 AC7258'NORTHWEST FROM CENTERLINE OF NJN GAS MANHOLE LID, 2.0 FT (0.6 M)
 AC7258'EAST-SOUTHEAST FROM UTILITY POLE NUMBER BT168.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7259 ***********************************************************************
 AC7259  DESIGNATION -  853 3935 F TIDAL
 AC7259  PID         -  AC7259
 AC7259  STATE/COUNTY-  NJ/OCEAN
 AC7259  COUNTRY     -  US
 AC7259  USGS QUAD   -  SHIP BOTTOM (2019)
 AC7259
 AC7259                         *CURRENT SURVEY CONTROL
 AC7259  ______________________________________________________________________
 AC7259* NAD 83(1986) POSITION- 39 39 07.65   (N) 074 10 48.86   (W)   HD_HELD1
 AC7259* NAVD 88 ORTHO HEIGHT -     0.822 (meters)        2.70  (feet) ADJUSTED
 AC7259  ______________________________________________________________________
 AC7259  GEOID HEIGHT    -        -33.557 (meters)                     GEOID18
 AC7259  DYNAMIC HEIGHT  -          0.821 (meters)        2.69  (feet) COMP
 AC7259  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 AC7259
 AC7259  VERT ORDER      -  FIRST     CLASS II
 AC7259
 AC7259.The horizontal coordinates were determined by differentially corrected
 AC7259.hand held GPS observations or other comparable positioning techniques
 AC7259.and have an estimated accuracy of +/- 3 meters.
 AC7259
 AC7259.The orthometric height was determined by differential leveling and
 AC7259.adjusted by the NATIONAL GEODETIC SURVEY
 AC7259.in February 2021.
 AC7259
 AC7259.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7259.GEOID18 height accuracy estimate available here.
 AC7259
 AC7259.Click photographs - Photos may exist for this station.
 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       -    90,942.1     177,441.0     MT  (+/- 3 meters HH1 GPS) 
 AC7259
 AC7259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7032889468(NAD 83)
 AC7259
 AC7259                          SUPERSEDED SURVEY CONTROL
 AC7259
 AC7259  NAVD 88 (04/25/97)    0.817  (m)            2.68   (f) SUPERSEDED  1 1
 AC7259
 AC7259.Superseded values are not recommended for survey control.
 AC7259
 AC7259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7259.See file dsdata.pdf to determine how the superseded data were derived.
 AC7259
 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 12 CENTIMETERS
 AC7259_MAGNETIC: I = MARKER IS A STEEL ROD
 AC7259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7259+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2019
 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  HISTORY     - 20161102 GOOD             INDIV
 AC7259  HISTORY     - 20170920 GOOD             PBCONS
 AC7259  HISTORY     - 20190116 GOOD             NJGS
 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.
 AC7259
 AC7259                          STATION RECOVERY (2016)
 AC7259
 AC7259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (WJB)
 AC7259'RECOVERED AS DESCRIBED
 AC7259
 AC7259                          STATION RECOVERY (2017)
 AC7259
 AC7259'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 AC7259'RECOVERED IN GOOD CONDITION.
 AC7259
 AC7259                          STATION RECOVERY (2019)
 AC7259
 AC7259'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AC7259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0139 ***********************************************************************
 JU0139  DESIGNATION -  853 3935 TIDAL 3
 JU0139  PID         -  JU0139
 JU0139  STATE/COUNTY-  NJ/OCEAN
 JU0139  COUNTRY     -  US
 JU0139  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0139
 JU0139                         *CURRENT SURVEY CONTROL
 JU0139  ______________________________________________________________________
 JU0139* NAD 83(1986) POSITION- 39 39 19.     (N) 074 11 08.     (W)   SCALED
 JU0139* NAVD 88 ORTHO HEIGHT -     1.625 (meters)        5.33  (feet) ADJUSTED
 JU0139  ______________________________________________________________________
 JU0139  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 JU0139  DYNAMIC HEIGHT  -          1.624 (meters)        5.33  (feet) COMP
 JU0139  MODELED GRAVITY -    980,152.5   (mgal)                       NAVD 88
 JU0139
 JU0139  VERT ORDER      -  FIRST     CLASS I
 JU0139
 JU0139.The horizontal coordinates were scaled from a map and have
 JU0139.an estimated accuracy of +/- 6 seconds.
 JU0139
 JU0139.The orthometric height was determined by differential leveling and
 JU0139.adjusted by the NATIONAL GEODETIC SURVEY
 JU0139.in April 1997.
 JU0139
 JU0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0139.GEOID18 height accuracy estimate available here.
 JU0139
 JU0139.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ698898(NAD 83)
 JU0139
 JU0139                          SUPERSEDED SURVEY CONTROL
 JU0139
 JU0139  NAVD 88 (06/15/91)    1.623  (m)            5.32   (f) SUPERSEDED  1 1
 JU0139  NGVD 29 (11/26/84)    2.007  (m)            6.58   (f) ADJUSTED    1 1
 JU0139
 JU0139.Superseded values are not recommended for survey control.
 JU0139
 JU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0139.See file dsdata.pdf to determine how the superseded data were derived.
 JU0139
 JU0139_MARKER: DB = BENCH MARK 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_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  HISTORY     - 20190116 MARK NOT FOUND   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.
 JU0139
 JU0139                          STATION RECOVERY (2019)
 JU0139
 JU0139'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0139'NOT FOUND, MISSING TIES, ABUTMENT OF THE REMOVED FORMER DRAWBRIDGE IS
 JU0139'COMPLETELY GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6448 ***********************************************************************
 DR6448  DESIGNATION -  853 3987 A
 DR6448  PID         -  DR6448
 DR6448  STATE/COUNTY-  NJ/OCEAN
 DR6448  COUNTRY     -  US
 DR6448  USGS QUAD   -  WEST CREEK (2019)
 DR6448
 DR6448                         *CURRENT SURVEY CONTROL
 DR6448  ______________________________________________________________________
 DR6448* NAD 83(1986) POSITION- 39 37 55.06   (N) 074 17 48.44   (W)   HD_HELD1
 DR6448* NAVD 88 ORTHO HEIGHT -     0.883 (meters)        2.90  (feet) ADJUSTED
 DR6448  ______________________________________________________________________
 DR6448  GEOID HEIGHT    -        -33.421 (meters)                     GEOID18
 DR6448  DYNAMIC HEIGHT  -          0.882 (meters)        2.89  (feet) COMP
 DR6448  MODELED GRAVITY -    980,155.3   (mgal)                       NAVD 88
 DR6448
 DR6448  VERT ORDER      -  FIRST     CLASS II
 DR6448
 DR6448.The horizontal coordinates were determined by differentially corrected
 DR6448.hand held GPS observations or other comparable positioning techniques
 DR6448.and have an estimated accuracy of +/- 3 meters.
 DR6448
 DR6448.The orthometric height was determined by differential leveling and
 DR6448.adjusted by the NATIONAL GEODETIC SURVEY
 DR6448.in February 2021.
 DR6448
 DR6448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6448.GEOID18 height accuracy estimate available here.
 DR6448
 DR6448.Click photographs - Photos may exist for this station.
 DR6448
 DR6448.The dynamic height is computed by dividing the NAVD 88
 DR6448.geopotential number by the normal gravity value computed on the
 DR6448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6448.degrees latitude (g = 980.6199 gals.).
 DR6448
 DR6448.The modeled gravity was interpolated from observed gravity values.
 DR6448
 DR6448;                    North         East    Units  Estimated Accuracy
 DR6448;SPC NJ       -    88,674.5     167,444.0     MT  (+/- 3 meters HH1 GPS) 
 DR6448
 DR6448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6034787146(NAD 83)
 DR6448
 DR6448                          SUPERSEDED SURVEY CONTROL
 DR6448
 DR6448.No superseded survey control is available for this station.
 DR6448
 DR6448_MARKER: DJ = TIDAL STATION DISK
 DR6448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR6448_STAMPING: 3987 A 1976
 DR6448_MARK LOGO: NOS
 DR6448_PROJECTION: FLUSH
 DR6448_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6448+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2024
 DR6448_ROD/PIPE-DEPTH: 9.75 meters
 DR6448
 DR6448  HISTORY     - Date     Condition        Report By
 DR6448  HISTORY     - 1976     MONUMENTED       NJDEP
 DR6448  HISTORY     - 20190320 GOOD             NJGS
 DR6448  HISTORY     - 20240813 GOOD             LOCSUR
 DR6448
 DR6448                          STATION DESCRIPTION
 DR6448
 DR6448'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6448'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF BEACH
 DR6448'HAVEN, 3.1 MI (5.0 KM) NORTHEAST OF TUCKERTON AND IN THE TOWN OF WEST
 DR6448'CREEK, NEW JERSEY, IN EAGLESWOOD TOWNSHIP.
 DR6448'
 DR6448'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6448'539) AND U.S. HIGHWAY 9 (EAST MAIN STREET) IN TUCKERTON, GO 2.9 MI
 DR6448'(4.7 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE T-JUNCTION WITH BAY AVENUE
 DR6448'ON THE RIGHT. TURN RIGHT AND GO 0.6 MI (1.0 KM) EAST-SOUTHEAST ON BAY
 DR6448'AVENUE TO THE STATION ON THE LEFT, NEAR THE NORTHWEST POINT OF A
 DR6448'GRASSY ISLAND SEPARATING BAY AVENUE FROM A HOUSE FRONTING THE CANAL.
 DR6448'
 DR6448'IT IS 13.8 FT (4.2 M) SOUTHEAST OF POLE NUMBER P39876, 83.5 FT (25.5
 DR6448'M) NORTHWEST OF THE NORTHWEST CHAIN LINK FENCE CORNER SURROUNDING A
 DR6448'BUILDING (CAUSTIC FERRIS CHLORIDE), 56.2 FT (17.1 M) NORTHEAST AND
 DR6448'ACROSS THE ROAD FROM POLE NUMBER P10133, 28.5 NE OF THE CENTERLINE OF
 DR6448'BAY AVENUE, 14.4 FT (4.4 M) NORTHEAST OF THE NORTHEAST EDGE OF PAVING
 DR6448'OF BAY AVENUE, ABOUT 387 FT (118.0 M) NORTHWEST OF BENCH MARK B 55
 DR6448'(JU0125) LOCATED ON THE NORTHWEST CORNER OF THE T-JUNCTION OF BAY
 DR6448'AVENUE AND CESTONE COURT, 3.5 FT (1.1 M) NORTHEAST OD POLE NUMBER
 DR6448'P10130, 12.4 FT (3.8 M) SOUTH OF THE SOUTH EDGE OF PAVING OF BAY
 DR6448'AVENUE, 29 FT (8.8 M) SOUTH OF THE CENTERLINE OF BAY AVENUE AND ABOUT
 DR6448'268 FT (81.7 M) EAST-SOUTHEAST OF A CURVE AHEAD SIGN FOR THE WESTBOUND
 DR6448'LANES OF BAY AVENUE.
 DR6448'
 DR6448'THIS STATION IS PART OF THE NEW JERSEY TIDAL BENCH MARK NETWORK-
 DR6448'(HTTPS //WWW.NJGEOLOGY.ORG/GEODATA/DGSDOWN/NJTIDALBM.PDF).
 DR6448
 DR6448                          STATION RECOVERY (2024)
 DR6448
 DR6448'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (RAL)
 DR6448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6447 ***********************************************************************
 DR6447  DESIGNATION -  853 3987 B
 DR6447  PID         -  DR6447
 DR6447  STATE/COUNTY-  NJ/OCEAN
 DR6447  COUNTRY     -  US
 DR6447  USGS QUAD   -  WEST CREEK (2019)
 DR6447
 DR6447                         *CURRENT SURVEY CONTROL
 DR6447  ______________________________________________________________________
 DR6447* NAD 83(1986) POSITION- 39 37 57.32   (N) 074 17 56.79   (W)   HD_HELD1
 DR6447* NAVD 88 ORTHO HEIGHT -     0.602 (meters)        1.98  (feet) ADJUSTED
 DR6447  ______________________________________________________________________
 DR6447  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 DR6447  DYNAMIC HEIGHT  -          0.602 (meters)        1.98  (feet) COMP
 DR6447  MODELED GRAVITY -    980,155.5   (mgal)                       NAVD 88
 DR6447
 DR6447  VERT ORDER      -  FIRST     CLASS II
 DR6447
 DR6447.The horizontal coordinates were determined by differentially corrected
 DR6447.hand held GPS observations or other comparable positioning techniques
 DR6447.and have an estimated accuracy of +/- 3 meters.
 DR6447
 DR6447.The orthometric height was determined by differential leveling and
 DR6447.adjusted by the NATIONAL GEODETIC SURVEY
 DR6447.in February 2021.
 DR6447
 DR6447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6447.GEOID18 height accuracy estimate available here.
 DR6447
 DR6447.Click photographs - Photos may exist for this station.
 DR6447
 DR6447.The dynamic height is computed by dividing the NAVD 88
 DR6447.geopotential number by the normal gravity value computed on the
 DR6447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6447.degrees latitude (g = 980.6199 gals.).
 DR6447
 DR6447.The modeled gravity was interpolated from observed gravity values.
 DR6447
 DR6447;                    North         East    Units  Estimated Accuracy
 DR6447;SPC NJ       -    88,743.7     167,244.8     MT  (+/- 3 meters HH1 GPS) 
 DR6447
 DR6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6014787214(NAD 83)
 DR6447
 DR6447                          SUPERSEDED SURVEY CONTROL
 DR6447
 DR6447.No superseded survey control is available for this station.
 DR6447
 DR6447_MARKER: DJ = TIDAL STATION DISK
 DR6447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR6447_STAMPING: 3987 B 1976
 DR6447_MARK LOGO: NOS
 DR6447_PROJECTION: RECESSED 8 CENTIMETERS
 DR6447_MAGNETIC: I = MARKER IS A STEEL ROD
 DR6447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6447+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 DR6447_ROD/PIPE-DEPTH: 9.44 meters
 DR6447
 DR6447  HISTORY     - Date     Condition        Report By
 DR6447  HISTORY     - 1977     MONUMENTED       NJDEP
 DR6447  HISTORY     - 20190320 GOOD             NJGS
 DR6447
 DR6447                          STATION DESCRIPTION
 DR6447
 DR6447'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6447'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHWEST OF BEACH
 DR6447'HAVEN, 3.0 MI (4.8 KM) NORTHEAST OF TUCKERTON AND IN THE TOWN OF WEST
 DR6447'CREEK, NEW JERSEY, IN EAGLESWOOD TOWNSHIP.
 DR6447'
 DR6447'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6447'539) AND U.S. HIGHWAY 9 (EAST MAIN STREET) IN TUCKERTON, GO 2.9 MI
 DR6447'(4.7 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE T-JUNCTION WITH BAY AVENUE
 DR6447'ON THE RIGHT. TURN RIGHT AND GO 0.45 MI (0.72 KM) EAST-SOUTHEAST ON
 DR6447'BAY AVENUE TO THE STATION ON THE RIGHT.
 DR6447'
 DR6447'THE STATION IS 3, 5 FT (1.5 M) NORTHEAST OD POLE NUMBER P10130, 12.4
 DR6447'FT (3.8 M) SOUTH OF THE SOUTH EDGE OF PAVING OF BAY AVENUE, 29 FT (8.8
 DR6447'M) SOUTH OF THE CENTERLINE OF BAY AVENUE AND ABOUT 268 FT (81.7 M)
 DR6447'EAST-SOUTHEAST OF A CURVE AHEAD SIGN FOR THE WESTBOUND LANES OF BAY
 DR6447'AVENUE.
 DR6447'
 DR6447'THIS STATION IS PART OF THE NEW JERSEY TIDAL BENCH MARK NETWORK-
 DR6447'(HTTPS //WWW.NJGEOLOGY.ORG/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6445 ***********************************************************************
 DR6445  DESIGNATION -  853 3987 C
 DR6445  PID         -  DR6445
 DR6445  STATE/COUNTY-  NJ/OCEAN
 DR6445  COUNTRY     -  US
 DR6445  USGS QUAD   -  WEST CREEK (2019)
 DR6445
 DR6445                         *CURRENT SURVEY CONTROL
 DR6445  ______________________________________________________________________
 DR6445* NAD 83(1986) POSITION- 39 38 06.59   (N) 074 18 24.71   (W)   HD_HELD1
 DR6445* NAVD 88 ORTHO HEIGHT -     2.524 (meters)        8.28  (feet) ADJUSTED
 DR6445  ______________________________________________________________________
 DR6445  GEOID HEIGHT    -        -33.391 (meters)                     GEOID18
 DR6445  DYNAMIC HEIGHT  -          2.523 (meters)        8.28  (feet) COMP
 DR6445  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 DR6445
 DR6445  VERT ORDER      -  FIRST     CLASS II
 DR6445
 DR6445.The horizontal coordinates were determined by differentially corrected
 DR6445.hand held GPS observations or other comparable positioning techniques
 DR6445.and have an estimated accuracy of +/- 3 meters.
 DR6445
 DR6445.The orthometric height was determined by differential leveling and
 DR6445.adjusted by the NATIONAL GEODETIC SURVEY
 DR6445.in February 2021.
 DR6445
 DR6445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6445.GEOID18 height accuracy estimate available here.
 DR6445
 DR6445.Click photographs - Photos may exist for this station.
 DR6445
 DR6445.The dynamic height is computed by dividing the NAVD 88
 DR6445.geopotential number by the normal gravity value computed on the
 DR6445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6445.degrees latitude (g = 980.6199 gals.).
 DR6445
 DR6445.The modeled gravity was interpolated from observed gravity values.
 DR6445
 DR6445;                    North         East    Units  Estimated Accuracy
 DR6445;SPC NJ       -    89,028.1     166,578.4     MT  (+/- 3 meters HH1 GPS) 
 DR6445
 DR6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5947987494(NAD 83)
 DR6445
 DR6445                          SUPERSEDED SURVEY CONTROL
 DR6445
 DR6445.No superseded survey control is available for this station.
 DR6445
 DR6445_MARKER: DJ = TIDAL STATION DISK
 DR6445_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR6445_SP_SET: CULVERT HEADWALL
 DR6445_STAMPING: 3987 C 1977
 DR6445_MARK LOGO: NOS
 DR6445_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6445+STABILITY: SURFACE MOTION
 DR6445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6445+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 DR6445
 DR6445  HISTORY     - Date     Condition        Report By
 DR6445  HISTORY     - 1977     MONUMENTED       NJDEP
 DR6445  HISTORY     - 20190320 GOOD             NJGS
 DR6445
 DR6445                          STATION DESCRIPTION
 DR6445
 DR6445'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6445'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF BEACH
 DR6445'HAVEN, 2.9 MI (4.7 KM) NORTHEAST OF TUCKERTON AND IN THE TOWN OF WEST
 DR6445'CREEK, NEW JERSEY, IN EAGLESWOOD TOWNSHIP.
 DR6445'
 DR6445'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6445'539) AND U.S. HIGHWAY 9 (EAST MAIN STREET) IN TUCKERTON, GO 2.9 MI
 DR6445'(4.7 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE STATION ON THE LEFT, SET
 DR6445'IN A DRILL HOLE IN THE NORTHEAST END OF THE CULVERT HEADWALL OVER
 DR6445'URIAH BRANCH BROOK ON THE NORTHWEST SIDE OF U.S. HIGHWAY 9.
 DR6445'
 DR6445'IT IS ABOUT 100 FT (30.5 M) SOUTHWEST OF THE CENTERLINE EXTENDED OF
 DR6445'THE T-JUNCTION OF U.S. HIGHWAY AND BAY AVENUE/DOCK ROAD, 12.3 FT (3.7
 DR6445'M) NORTHWEST OF THE NORTHWEST CURB OF U.S. HIGHWAY 9, 32.4 FT (9.9 M)
 DR6445'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 9, 6 FT (1.8 M) NORTHEAST
 DR6445'OF THE CENTER OF THE CULVERT AND 2 FT (0.6 M) SOUTH OF THE SOUTH
 DR6445'CORNER OF AN APARTMENT BUILDING, NUMBER 215.
 DR6445'
 DR6445'THIS STATION IS PART OF THE NEW JERSEY TIDAL BENCH MARK NETWORK-
 DR6445'(HTTPS //WWW.NJGEOLOGY.ORG/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AC7255  USGS QUAD   -  BEACH HAVEN (2019)
 AC7255
 AC7255                         *CURRENT SURVEY CONTROL
 AC7255  ______________________________________________________________________
 AC7255* NAD 83(1986) POSITION- 39 36 41.91   (N) 074 12 15.53   (W)   HD_HELD1
 AC7255* NAVD 88 ORTHO HEIGHT -     0.688 (meters)        2.26  (feet) ADJUSTED
 AC7255  ______________________________________________________________________
 AC7255  GEOID HEIGHT    -        -33.674 (meters)                     GEOID18
 AC7255  DYNAMIC HEIGHT  -          0.688 (meters)        2.26  (feet) COMP
 AC7255  MODELED GRAVITY -    980,145.1   (mgal)                       NAVD 88
 AC7255
 AC7255  VERT ORDER      -  FIRST     CLASS II
 AC7255
 AC7255.The horizontal coordinates were determined by differentially corrected
 AC7255.hand held GPS observations or other comparable positioning techniques
 AC7255.and have an estimated accuracy of +/- 3 meters.
 AC7255
 AC7255.The orthometric height was determined by differential leveling and
 AC7255.adjusted by the NATIONAL GEODETIC SURVEY
 AC7255.in February 2021.
 AC7255
 AC7255.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7255.GEOID18 height accuracy estimate available here.
 AC7255
 AC7255.This Tidal Bench Mark is designated as VM 2625
 AC7255.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC7255
 AC7255.Click photographs - Photos may exist for this station.
 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       -    86,440.7     175,389.7     MT  (+/- 3 meters HH1 GPS) 
 AC7255
 AC7255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6830384957(NAD 83)
 AC7255
 AC7255                          SUPERSEDED SURVEY CONTROL
 AC7255
 AC7255  NAVD 88 (04/25/97)    0.676  (m)            2.22   (f) SUPERSEDED  1 1
 AC7255
 AC7255.Superseded values are not recommended for survey control.
 AC7255
 AC7255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7255.See file dsdata.pdf to determine how the superseded data were derived.
 AC7255
 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: FLUSH
 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 - April 23, 2019
 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  HISTORY     - 20181105 GOOD             INDIV
 AC7255  HISTORY     - 20190321 GOOD             NJGS
 AC7255  HISTORY     - 20190423 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.
 AC7255
 AC7255                          STATION RECOVERY (2018)
 AC7255
 AC7255'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (OLA)
 AC7255'RECOVERED IN GOOD CONDITION.
 AC7255
 AC7255                          STATION RECOVERY (2019)
 AC7255
 AC7255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AC7255'STATION IS ON THE NORTHWEST CORNER OF THE INTERSECTION, SET FLUSH IN A
 AC7255'LOOSE GRAVEL LANDSCAPE BETWEEN SIDE WALK AND A BUSINESS BUILDING FOR
 AC7255'INSURANCE.  THE SIGN OVERHEAD HAS BEEN REMOVED.
 AC7255'
 AC7255'IT IS 55 FT (16.8 M) SOUTH-SOUTHWEST OF UTILITY POLE P36955, 36.5 FT
 AC7255'(11.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF DRIVEWAY, 22.2 FT (6.8
 AC7255'M) NORTH-NORTHEAST OF NE CURB OF JENNETTE, 19.9 FT (6.1 M)
 AC7255'NORTH-NORTHEAST OF UTILITY POLE P7418, 3 FT (0.9 M) SOUTHEAST OF
 AC7255'FLAGPOLE.
 AC7255
 AC7255                          STATION RECOVERY (2019)
 AC7255
 AC7255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 AC7255'RECOVERED IN GOOD CONDITION.
 AC7255'
 AC7255'NOTE-ADD THE FOLLOWING-THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM)
 AC7255'EAST-SOUTHEAST OF WEST CREEK, 4.2 MI (6.8 KM) NORTH-NORTHEAST OF BEACH
 AC7255'HAVEN AND 2.5 MI (4.0 KM) SOUTH-SOUTHWEST OF SHIP BOTTOM, IN LONG
 AC7255'BEACH TOWNSHIP.
 AC7255'
 AC7255'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 AC7255'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO SOUTH ON LONG BEACH
 AC7255'BOULEVARD FOR 3.0 MI (4.8 KM) TO THE STATION ON THE RIGHT, LOCATED IN
 AC7255'THE STONE FRONT YARD BETWEEN THE SIDEWALK AND BUILDING OF A BUSINESS
 AC7255'(INSURANCE) ON THE NORTHWEST CORNER OF THE JUNCTION OF WEST JEANETTE
 AC7255'AVENUE AND LONG BEACH BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6440 ***********************************************************************
 DR6440  DESIGNATION -  853 4049 A
 DR6440  PID         -  DR6440
 DR6440  STATE/COUNTY-  NJ/OCEAN
 DR6440  COUNTRY     -  US
 DR6440  USGS QUAD   -  TUCKERTON (2019)
 DR6440
 DR6440                         *CURRENT SURVEY CONTROL
 DR6440  ______________________________________________________________________
 DR6440* NAD 83(1986) POSITION- 39 36 59.93   (N) 074 18 33.58   (W)   HD_HELD1
 DR6440* NAVD 88 ORTHO HEIGHT -     1.508 (meters)        4.95  (feet) ADJUSTED
 DR6440  ______________________________________________________________________
 DR6440  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 DR6440  DYNAMIC HEIGHT  -          1.507 (meters)        4.94  (feet) COMP
 DR6440  MODELED GRAVITY -    980,153.2   (mgal)                       NAVD 88
 DR6440
 DR6440  VERT ORDER      -  FIRST     CLASS II
 DR6440
 DR6440.The horizontal coordinates were determined by differentially corrected
 DR6440.hand held GPS observations or other comparable positioning techniques
 DR6440.and have an estimated accuracy of +/- 3 meters.
 DR6440
 DR6440.The orthometric height was determined by differential leveling and
 DR6440.adjusted by the NATIONAL GEODETIC SURVEY
 DR6440.in February 2021.
 DR6440
 DR6440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6440.GEOID18 height accuracy estimate available here.
 DR6440
 DR6440.Click photographs - Photos may exist for this station.
 DR6440
 DR6440.The dynamic height is computed by dividing the NAVD 88
 DR6440.geopotential number by the normal gravity value computed on the
 DR6440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6440.degrees latitude (g = 980.6199 gals.).
 DR6440
 DR6440.The modeled gravity was interpolated from observed gravity values.
 DR6440
 DR6440;                    North         East    Units  Estimated Accuracy
 DR6440;SPC NJ       -    86,972.0     166,371.3     MT  (+/- 3 meters HH1 GPS) 
 DR6440
 DR6440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5928485438(NAD 83)
 DR6440
 DR6440                          SUPERSEDED SURVEY CONTROL
 DR6440
 DR6440.No superseded survey control is available for this station.
 DR6440
 DR6440_MARKER: DJ = TIDAL STATION DISK
 DR6440_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR6440_STAMPING: 4049 A 1976
 DR6440_MARK LOGO: NOS
 DR6440_PROJECTION: FLUSH
 DR6440_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6440+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 DR6440_ROD/PIPE-DEPTH: 15.2 meters
 DR6440
 DR6440  HISTORY     - Date     Condition        Report By
 DR6440  HISTORY     - 1976     MONUMENTED       NJDEP
 DR6440  HISTORY     - 20190320 GOOD             NJGS
 DR6440
 DR6440                          STATION DESCRIPTION
 DR6440
 DR6440'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6440'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHWEST OF BEACH HAVEN,
 DR6440'1.9 MI (3.1 KM) EAST-NORTHEAST OF TUCKERTON AND 1.2 MI (1.9 KM) SOUTH
 DR6440'OF WEST CREEK, IN EGG HARBOR TOWNSHIP.
 DR6440'
 DR6440'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6440'539) AND U.S. HIGHWAY 9 (EAST MAIN STREET) IN TUCKERTON, GO 1.8 MI
 DR6440'(2.9 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE T-JUNCTION WITH SEAMEADOW
 DR6440'DRIVE ON THE RIGHT.  TURN RIGHT AND GO 0.65 MI (1.05 KM)
 DR6440'EAST-SOUTHEAST ON SEAMEADOW DRIVE TO THE STATION ON THE LEFT, IS IN
 DR6440'THE STONE LANDSCAPED FRONT YARD FOR HOUSE NUMBER 125.
 DR6440'
 DR6440'IT IS 10.3 FT (3.1 M) WEST OF THE WEST EDGE OF THE DRIVEWAY, 26.7 FT
 DR6440'(8.1 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 66 FT
 DR6440'(20.1 M) NORTHEAST AND ACROSS THE ROAD FROM POLE NUMBER P39433, 89.5
 DR6440'FT (27.3 M) WEST OF POLE NUMBER P39434 AND 30.8 FT (9.4 M)
 DR6440'NORTH-NORTHWEST OF THE CENTERLINE OF SEAMEADOW DRIVE.
 DR6440'
 DR6440'NOTE-THE PVC PIPE SURROUNDING THE DISK HAS BEEN SHIFTED.
 DR6440'
 DR6440'THIS STATION IS PART OF THE NEW JERSEY TIDAL BENCH MARK NETWORK-
 DR6440'(HTTPS //WWW.NJGEOLOGY.ORG/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6441 ***********************************************************************
 DR6441  DESIGNATION -  853 4049 B
 DR6441  PID         -  DR6441
 DR6441  STATE/COUNTY-  NJ/OCEAN
 DR6441  COUNTRY     -  US
 DR6441  USGS QUAD   -  TUCKERTON (2019)
 DR6441
 DR6441                         *CURRENT SURVEY CONTROL
 DR6441  ______________________________________________________________________
 DR6441* NAD 83(1986) POSITION- 39 37 01.58   (N) 074 18 36.87   (W)   HD_HELD1
 DR6441* NAVD 88 ORTHO HEIGHT -     1.892 (meters)        6.21  (feet) ADJUSTED
 DR6441  ______________________________________________________________________
 DR6441  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 DR6441  DYNAMIC HEIGHT  -          1.891 (meters)        6.20  (feet) COMP
 DR6441  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 DR6441
 DR6441  VERT ORDER      -  FIRST     CLASS II
 DR6441
 DR6441.The horizontal coordinates were determined by differentially corrected
 DR6441.hand held GPS observations or other comparable positioning techniques
 DR6441.and have an estimated accuracy of +/- 3 meters.
 DR6441
 DR6441.The orthometric height was determined by differential leveling and
 DR6441.adjusted by the NATIONAL GEODETIC SURVEY
 DR6441.in February 2021.
 DR6441
 DR6441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6441.GEOID18 height accuracy estimate available here.
 DR6441
 DR6441.Click photographs - Photos may exist for this station.
 DR6441
 DR6441.The dynamic height is computed by dividing the NAVD 88
 DR6441.geopotential number by the normal gravity value computed on the
 DR6441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6441.degrees latitude (g = 980.6199 gals.).
 DR6441
 DR6441.The modeled gravity was interpolated from observed gravity values.
 DR6441
 DR6441;                    North         East    Units  Estimated Accuracy
 DR6441;SPC NJ       -    87,022.7     166,292.7     MT  (+/- 3 meters HH1 GPS) 
 DR6441
 DR6441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5920585488(NAD 83)
 DR6441
 DR6441                          SUPERSEDED SURVEY CONTROL
 DR6441
 DR6441.No superseded survey control is available for this station.
 DR6441
 DR6441_MARKER: DJ = TIDAL STATION DISK
 DR6441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR6441_STAMPING: 4049 B 1976
 DR6441_MARK LOGO: NOS
 DR6441_PROJECTION: FLUSH
 DR6441_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6441+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 DR6441_ROD/PIPE-DEPTH: 15.2 meters
 DR6441
 DR6441  HISTORY     - Date     Condition        Report By
 DR6441  HISTORY     - 1976     MONUMENTED       NJDEP
 DR6441  HISTORY     - 20190320 GOOD             NJGS
 DR6441
 DR6441                          STATION DESCRIPTION
 DR6441
 DR6441'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6441'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHWEST OF BEACH HAVEN,
 DR6441'1.9 MI (3.1 KM) EAST-NORTHEAST OF TUCKERTON AND 1.2 MI (1.9 KM) SOUTH
 DR6441'OF WEST CREEK, IN EGG HARBOR TOWNSHIP.
 DR6441'
 DR6441'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6441'539) AND U.S. HIGHWAY 9 (EAST MAIN STREET) IN TUCKERTON, GO 1.8 MI
 DR6441'(2.9 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE T-JUNCTION WITH SEAMEADOW
 DR6441'DRIVE ON THE RIGHT.  TURN RIGHT AND GO 0.6 MI (1.0 KM) EAST-SOUTHEAST
 DR6441'ON SEAMEADOW DRIVE TO THE STATION ON THE RIGHT.
 DR6441'
 DR6441'THE STATION IS 25 FT (7.6 M) SOUTHWEST OF THE CENTERLINE OF SEAMEADOW
 DR6441'DRIVE, 5.9 FT (1.8 M) SOUTHWEST OF POLE NUMBER P35726, 105.5 FT (32.2
 DR6441'M) SOUTHEAST OF POLE NUMBER P35725, 147.5 FT (45.0 M) NORTHWEST OF
 DR6441'POLE NUMBER P3943296 FT SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 DR6441'NUMBER 105 (1-STORY FRAME), ABOUT 50 FT (15.2 M) NORTHWEST OF THE
 DR6441'CENTERLINE OF A SAND ROAD LEADING SOUTH FOR THE EDWIN B FORSYTHE AREA.
 DR6441'THIS STATION IS PART OF THE NEW JERSEY TIDAL BENCH MARK NETWORK-
 DR6441'(HTTPS //WWW.NJGEOLOGY.ORG/GEODATA/DGSDOWN/NJTIDALBM.PD).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6442 ***********************************************************************
 DR6442  DESIGNATION -  853 4049 C
 DR6442  PID         -  DR6442
 DR6442  STATE/COUNTY-  NJ/OCEAN
 DR6442  COUNTRY     -  US
 DR6442  USGS QUAD   -  TUCKERTON (2019)
 DR6442
 DR6442                         *CURRENT SURVEY CONTROL
 DR6442  ______________________________________________________________________
 DR6442* NAD 83(1986) POSITION- 39 37 05.09   (N) 074 18 40.41   (W)   HD_HELD1
 DR6442* NAVD 88 ORTHO HEIGHT -     1.403 (meters)        4.60  (feet) ADJUSTED
 DR6442  ______________________________________________________________________
 DR6442  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 DR6442  DYNAMIC HEIGHT  -          1.402 (meters)        4.60  (feet) COMP
 DR6442  MODELED GRAVITY -    980,153.8   (mgal)                       NAVD 88
 DR6442
 DR6442  VERT ORDER      -  FIRST     CLASS II
 DR6442
 DR6442.The horizontal coordinates were determined by differentially corrected
 DR6442.hand held GPS observations or other comparable positioning techniques
 DR6442.and have an estimated accuracy of +/- 3 meters.
 DR6442
 DR6442.The orthometric height was determined by differential leveling and
 DR6442.adjusted by the NATIONAL GEODETIC SURVEY
 DR6442.in February 2021.
 DR6442
 DR6442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6442.GEOID18 height accuracy estimate available here.
 DR6442
 DR6442.Click photographs - Photos may exist for this station.
 DR6442
 DR6442.The dynamic height is computed by dividing the NAVD 88
 DR6442.geopotential number by the normal gravity value computed on the
 DR6442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6442.degrees latitude (g = 980.6199 gals.).
 DR6442
 DR6442.The modeled gravity was interpolated from observed gravity values.
 DR6442
 DR6442;                    North         East    Units  Estimated Accuracy
 DR6442;SPC NJ       -    87,130.8     166,208.1     MT  (+/- 3 meters HH1 GPS) 
 DR6442
 DR6442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5912085595(NAD 83)
 DR6442
 DR6442                          SUPERSEDED SURVEY CONTROL
 DR6442
 DR6442.No superseded survey control is available for this station.
 DR6442
 DR6442_MARKER: DJ = TIDAL STATION DISK
 DR6442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR6442_STAMPING: 4049 C 1976
 DR6442_MARK LOGO: NOS
 DR6442_PROJECTION: RECESSED 8 CENTIMETERS
 DR6442_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6442+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 DR6442_ROD/PIPE-DEPTH: 15.2 meters
 DR6442
 DR6442  HISTORY     - Date     Condition        Report By
 DR6442  HISTORY     - 1976     MONUMENTED       NJDEP
 DR6442  HISTORY     - 20190320 GOOD             NJGS
 DR6442
 DR6442                          STATION DESCRIPTION
 DR6442
 DR6442'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6442'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHWEST OF BEACH HAVEN,
 DR6442'1.9 MI (3.1 KM) EAST-NORTHEAST OF TUCKERTON AND 1.1 MI (1.8 KM) SOUTH
 DR6442'OF WEST CREEK, IN EGG HARBOR TOWNSHIP.
 DR6442'
 DR6442'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6442'539) AND U.S. HIGHWAY 9 (EAST MAIN STREET) IN TUCKERTON, GO 1.8 MI
 DR6442'(2.9 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE T-JUNCTION WITH SEAMEADOW
 DR6442'DRIVE ON THE RIGHT.  TURN RIGHT AND GO 0.5 MI (0.8 KM) EAST-SOUTHEAST
 DR6442'ON SEAMEADOW DRIVE TO THE STATION ON THE LEFT.
 DR6442'
 DR6442'THE STATION IS 83.5 FT (25.5 M) SOUTHEAST AND ACROSS THE ROAD FROM
 DR6442'POLE NUMBER P35722, 73.5 FT (22.4 M) NORTHWEST OF POLE NUMBER P35723,
 DR6442'2.1 FT (0.6 M) SOUTHWEST AND IN LINE WITH A WOODED FENCE OF THE
 DR6442'SOUTHEAST SIDE OF THE PROPERTY, 22.8 FT (6.9 M) NORTHEAST OF THE
 DR6442'CENTERLINE OF SEAMEADOW DRIVE AND 49.1 FT (15.0 M) SOUTHWEST OF THE
 DR6442'SOUTHWEST CORNER OF HOUSE NUMBER 85 (3-STORY FRAME).
 DR6442'
 DR6442'THIS STATION IS PART OF THE NEW JERSEY TIDAL BENCH MARK NETWORK-
 DR6442'(HTTPS //WWW.NJGEOLOGY.ORG/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6443 ***********************************************************************
 DR6443  DESIGNATION -  853 4049 D
 DR6443  PID         -  DR6443
 DR6443  STATE/COUNTY-  NJ/OCEAN
 DR6443  COUNTRY     -  US
 DR6443  USGS QUAD   -  TUCKERTON (2019)
 DR6443
 DR6443                         *CURRENT SURVEY CONTROL
 DR6443  ______________________________________________________________________
 DR6443* NAD 83(1986) POSITION- 39 37 13.87   (N) 074 18 52.16   (W)   HD_HELD1
 DR6443* NAVD 88 ORTHO HEIGHT -     3.156 (meters)       10.35  (feet) ADJUSTED
 DR6443  ______________________________________________________________________
 DR6443  GEOID HEIGHT    -        -33.439 (meters)                     GEOID18
 DR6443  DYNAMIC HEIGHT  -          3.154 (meters)       10.35  (feet) COMP
 DR6443  MODELED GRAVITY -    980,154.5   (mgal)                       NAVD 88
 DR6443
 DR6443  VERT ORDER      -  FIRST     CLASS II
 DR6443
 DR6443.The horizontal coordinates were determined by differentially corrected
 DR6443.hand held GPS observations or other comparable positioning techniques
 DR6443.and have an estimated accuracy of +/- 3 meters.
 DR6443
 DR6443.The orthometric height was determined by differential leveling and
 DR6443.adjusted by the NATIONAL GEODETIC SURVEY
 DR6443.in February 2021.
 DR6443
 DR6443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6443.GEOID18 height accuracy estimate available here.
 DR6443
 DR6443.Click photographs - Photos may exist for this station.
 DR6443
 DR6443.The dynamic height is computed by dividing the NAVD 88
 DR6443.geopotential number by the normal gravity value computed on the
 DR6443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6443.degrees latitude (g = 980.6199 gals.).
 DR6443
 DR6443.The modeled gravity was interpolated from observed gravity values.
 DR6443
 DR6443;                    North         East    Units  Estimated Accuracy
 DR6443;SPC NJ       -    87,401.0     165,927.3     MT  (+/- 3 meters HH1 GPS) 
 DR6443
 DR6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5883785864(NAD 83)
 DR6443
 DR6443                          SUPERSEDED SURVEY CONTROL
 DR6443
 DR6443.No superseded survey control is available for this station.
 DR6443
 DR6443_MARKER: DJ = TIDAL STATION DISK
 DR6443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR6443_STAMPING: 4049 D 1976
 DR6443_MARK LOGO: NOS
 DR6443_PROJECTION: FLUSH
 DR6443_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6443+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 DR6443_ROD/PIPE-DEPTH: 15.2 meters
 DR6443
 DR6443  HISTORY     - Date     Condition        Report By
 DR6443  HISTORY     - 1976     MONUMENTED       NJDEP
 DR6443  HISTORY     - 20190320 GOOD             NJGS
 DR6443
 DR6443                          STATION DESCRIPTION
 DR6443
 DR6443'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6443'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHWEST OF BEACH HAVEN,
 DR6443'1.8 MI (2.9 KM) NORTHEAST OF TUCKERTON AND 1.0 MI (1.6 KM)
 DR6443'SOUTH-SOUTHWEST OF WEST CREEK, IN EGG HARBOR TOWNSHIP.
 DR6443'
 DR6443'TO REACH FROM THE INTERSECTION OF NORTH GREEN STREET (COUNTY ROUTE
 DR6443'539) AND U.S. HIGHWAY 9 (EAST MAIN STREET) IN TUCKERTON, GO 1.8 MI
 DR6443'(2.9 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE T-JUNCTION WITH SEAMEADOW
 DR6443'DRIVE ON THE RIGHT.  TURN RIGHT AND GO 0.5 MI (0.8 KM) EAST-SOUTHEAST
 DR6443'ON SEAMEADOW DRIVE TO THE STATION ON THE RIGHT.
 DR6443'
 DR6443'THE STATION IS 42.7 FT (13.0 M) NORTHWEST OF THE NORTHWEST CORNER OF
 DR6443'HOUSE NUMBER 36, 8 FT (2.4 M) SOUTHEAST OF POLE NUMBER BT8LE T-4799,
 DR6443'21 FT (6.4 M) SOUTHWEST OF THE CENTERLINE OF SEAMEADOW DRIVE AND 125
 DR6443'FT (38.1 M) NORTHWEST OF THE CENTERLINE OF LITTLE FIELD LANE.
 DR6443'
 DR6443'THIS STATION IS PART OF THE NEW JERSEY TIDAL BENCH MARK NETWORK-
 DR6443'(HTTPS //WWW.NJGEOLOGY.ORG/GEODATA/DGSDOWN/NJTIDALBM.PDF).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2442  USGS QUAD   -  TUCKERTON (2019)
 JU2442
 JU2442                         *CURRENT SURVEY CONTROL
 JU2442  ______________________________________________________________________
 JU2442* NAD 83(1986) POSITION- 39 36 05.     (N) 074 20 22.     (W)   SCALED
 JU2442* NAVD 88 ORTHO HEIGHT -     1.346 (meters)        4.42  (feet) ADJUSTED
 JU2442  ______________________________________________________________________
 JU2442  GEOID HEIGHT    -        -33.481 (meters)                     GEOID18
 JU2442  DYNAMIC HEIGHT  -          1.346 (meters)        4.42  (feet) COMP
 JU2442  MODELED GRAVITY -    980,153.0   (mgal)                       NAVD 88
 JU2442
 JU2442  VERT ORDER      -  FIRST     CLASS II
 JU2442
 JU2442.The horizontal coordinates were scaled from a map and have
 JU2442.an estimated accuracy of +/- 6 seconds.
 JU2442
 JU2442.The orthometric height was determined by differential leveling and
 JU2442.adjusted by the NATIONAL GEODETIC SURVEY
 JU2442.in June 1991.
 JU2442
 JU2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2442.GEOID18 height accuracy estimate available here.
 JU2442
 JU2442.This Tidal Bench Mark is designated as VM 2631
 JU2442.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2442
 JU2442.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ567837(NAD 83)
 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
 JU2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2442.See file dsdata.pdf to determine how the superseded data were derived.
 JU2442
 JU2442_MARKER: DJ = TIDAL STATION DISK
 JU2442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2442_STAMPING: 4080 A 1976
 JU2442_MARK LOGO: NOS
 JU2442_PROJECTION: RECESSED 5 CENTIMETERS
 JU2442_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2441  USGS QUAD   -  TUCKERTON (2019)
 JU2441
 JU2441                         *CURRENT SURVEY CONTROL
 JU2441  ______________________________________________________________________
 JU2441* NAD 83(1986) POSITION- 39 36 09.     (N) 074 20 24.     (W)   SCALED
 JU2441* NAVD 88 ORTHO HEIGHT -     3.039 (meters)        9.97  (feet) ADJUSTED
 JU2441  ______________________________________________________________________
 JU2441  GEOID HEIGHT    -        -33.476 (meters)                     GEOID18
 JU2441  DYNAMIC HEIGHT  -          3.038 (meters)        9.97  (feet) COMP
 JU2441  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 JU2441
 JU2441  VERT ORDER      -  FIRST     CLASS II
 JU2441
 JU2441.The horizontal coordinates were scaled from a map and have
 JU2441.an estimated accuracy of +/- 6 seconds.
 JU2441
 JU2441.The orthometric height was determined by differential leveling and
 JU2441.adjusted by the NATIONAL GEODETIC SURVEY
 JU2441.in June 1991.
 JU2441
 JU2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2441.GEOID18 height accuracy estimate available here.
 JU2441
 JU2441.This Tidal Bench Mark is designated as VM 2632
 JU2441.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2441
 JU2441.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ566838(NAD 83)
 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
 JU2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2441.See file dsdata.pdf to determine how the superseded data were derived.
 JU2441
 JU2441_MARKER: DJ = TIDAL STATION DISK
 JU2441_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU2441_STAMPING: 4080 B 1976
 JU2441_MARK LOGO: NOS
 JU2441_PROJECTION: RECESSED 5 CENTIMETERS
 JU2441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20191119 MARK NOT FOUND   NJGS
 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.
 JU2441
 JU2441                          STATION RECOVERY (2019)
 JU2441
 JU2441'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU2441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2440  USGS QUAD   -  TUCKERTON (2019)
 JU2440
 JU2440                         *CURRENT SURVEY CONTROL
 JU2440  ______________________________________________________________________
 JU2440* NAD 83(1986) POSITION- 39 36 09.     (N) 074 20 27.     (W)   SCALED
 JU2440* NAVD 88 ORTHO HEIGHT -     2.876 (meters)        9.44  (feet) ADJUSTED
 JU2440  ______________________________________________________________________
 JU2440  GEOID HEIGHT    -        -33.475 (meters)                     GEOID18
 JU2440  DYNAMIC HEIGHT  -          2.875 (meters)        9.43  (feet) COMP
 JU2440  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 JU2440
 JU2440  VERT ORDER      -  FIRST     CLASS II
 JU2440
 JU2440.The horizontal coordinates were scaled from a map and have
 JU2440.an estimated accuracy of +/- 6 seconds.
 JU2440
 JU2440.The orthometric height was determined by differential leveling and
 JU2440.adjusted by the NATIONAL GEODETIC SURVEY
 JU2440.in June 1991.
 JU2440
 JU2440.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2440.GEOID18 height accuracy estimate available here.
 JU2440
 JU2440.This Tidal Bench Mark is designated as VM 2633
 JU2440.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2440
 JU2440.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ565838(NAD 83)
 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
 JU2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2440.See file dsdata.pdf to determine how the superseded data were derived.
 JU2440
 JU2440_MARKER: DJ = TIDAL STATION DISK
 JU2440_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2439  USGS QUAD   -  NEW GRETNA (2019)
 JU2439
 JU2439                         *CURRENT SURVEY CONTROL
 JU2439  ______________________________________________________________________
 JU2439* NAD 83(1986) POSITION- 39 35 26.     (N) 074 26 21.     (W)   SCALED
 JU2439* NAVD 88 ORTHO HEIGHT -     1.924 (meters)        6.31  (feet) ADJUSTED
 JU2439  ______________________________________________________________________
 JU2439  GEOID HEIGHT    -        -33.432 (meters)                     GEOID18
 JU2439  DYNAMIC HEIGHT  -          1.923 (meters)        6.31  (feet) COMP
 JU2439  MODELED GRAVITY -    980,155.8   (mgal)                       NAVD 88
 JU2439
 JU2439  VERT ORDER      -  FIRST     CLASS II
 JU2439
 JU2439.The horizontal coordinates were scaled from a map and have
 JU2439.an estimated accuracy of +/- 6 seconds.
 JU2439
 JU2439.The orthometric height was determined by differential leveling and
 JU2439.adjusted by the NATIONAL GEODETIC SURVEY
 JU2439.in June 1991.
 JU2439
 JU2439.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2439.GEOID18 height accuracy estimate available here.
 JU2439
 JU2439.This Tidal Bench Mark is designated as VM 2641
 JU2439.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2439
 JU2439.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ481824(NAD 83)
 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
 JU2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2439.See file dsdata.pdf to determine how the superseded data were derived.
 JU2439
 JU2439_MARKER: DJ = TIDAL STATION DISK
 JU2439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2439_STAMPING: 4104 A 1977
 JU2439_MARK LOGO: NOS
 JU2439_PROJECTION: RECESSED 5 CENTIMETERS
 JU2439_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2438  USGS QUAD   -  NEW GRETNA (2019)
 JU2438
 JU2438                         *CURRENT SURVEY CONTROL
 JU2438  ______________________________________________________________________
 JU2438* NAD 83(1986) POSITION- 39 35 28.     (N) 074 26 21.     (W)   SCALED
 JU2438* NAVD 88 ORTHO HEIGHT -     3.479 (meters)       11.41  (feet) ADJUSTED
 JU2438  ______________________________________________________________________
 JU2438  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 JU2438  DYNAMIC HEIGHT  -          3.477 (meters)       11.41  (feet) COMP
 JU2438  MODELED GRAVITY -    980,155.8   (mgal)                       NAVD 88
 JU2438
 JU2438  VERT ORDER      -  FIRST     CLASS I
 JU2438
 JU2438.The horizontal coordinates were scaled from a map and have
 JU2438.an estimated accuracy of +/- 6 seconds.
 JU2438
 JU2438.The orthometric height was determined by differential leveling and
 JU2438.adjusted by the NATIONAL GEODETIC SURVEY
 JU2438.in April 1997.
 JU2438
 JU2438.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2438.GEOID18 height accuracy estimate available here.
 JU2438
 JU2438.This Tidal Bench Mark is designated as VM 2642
 JU2438.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2438
 JU2438.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ481825(NAD 83)
 JU2438
 JU2438                          SUPERSEDED SURVEY CONTROL
 JU2438
 JU2438  NAVD 88 (06/15/91)    3.477  (m)           11.41   (f) SUPERSEDED  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
 JU2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2438.See file dsdata.pdf to determine how the superseded data were derived.
 JU2438
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2437  USGS QUAD   -  NEW GRETNA (2019)
 JU2437
 JU2437                         *CURRENT SURVEY CONTROL
 JU2437  ______________________________________________________________________
 JU2437* NAD 83(2011) POSITION- 39 35 32.08500(N) 074 26 14.54498(W)   ADJUSTED
 JU2437* NAD 83(2011) ELLIP HT-   -31.846 (meters)        (06/27/12)   ADJUSTED
 JU2437* NAD 83(2011) EPOCH   -  2010.00
 JU2437* NAVD 88 ORTHO HEIGHT -     1.574 (meters)        5.16  (feet) ADJUSTED
 JU2437  ______________________________________________________________________
 JU2437  GEOID HEIGHT    -        -33.427 (meters)                     GEOID18
 JU2437  NAD 83(2011) X  -  1,320,439.673 (meters)                     COMP
 JU2437  NAD 83(2011) Y  - -4,741,221.467 (meters)                     COMP
 JU2437  NAD 83(2011) Z  -  4,043,180.707 (meters)                     COMP
 JU2437  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 JU2437  DYNAMIC HEIGHT  -          1.573 (meters)        5.16  (feet) COMP
 JU2437  MODELED GRAVITY -    980,156.3   (mgal)                       NAVD 88
 JU2437
 JU2437  VERT ORDER      -  FIRST     CLASS I
 JU2437
 JU2437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2437  Standards:
 JU2437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2437  -------------------------------------------------------------------
 JU2437  NETWORK    0.62   0.78           0.27   0.23   0.40     -0.30991144
 JU2437  -------------------------------------------------------------------
 JU2437  Click here for local accuracies and other accuracy information.
 JU2437
 JU2437.The horizontal coordinates were established by GPS observations
 JU2437.and adjusted by the National Geodetic Survey in June 2012.
 JU2437
 JU2437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2437.been affixed to the stable North American tectonic plate. See 
 JU2437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2437
 JU2437.The horizontal coordinates are valid at the epoch date displayed above
 JU2437.which is a decimal equivalence of Year/Month/Day.
 JU2437
 JU2437.The orthometric height was determined by differential leveling and
 JU2437.adjusted by the NATIONAL GEODETIC SURVEY
 JU2437.in June 1991.
 JU2437
 JU2437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2437.GEOID18 height accuracy estimate available here.
 JU2437
 JU2437.This Tidal Bench Mark is designated as VM 2643
 JU2437.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2437
 JU2437.Click photographs - Photos may exist for this station.
 JU2437
 JU2437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2437
 JU2437.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2437
 JU2437.The ellipsoidal height was determined by GPS observations
 JU2437.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2437
 JU2437;                    North         East     Units Scale Factor Converg.
 JU2437;SPC NJ       -    84,247.571   155,379.045   MT  0.99990036   +0 02 23.7
 JU2437;SPC NJ       -   276,402.24    509,772.75   sFT  0.99990036   +0 02 23.7
 JU2437;UTM  18      - 4,382,653.262   548,310.203   MT  0.99962873   +0 21 30.9
 JU2437
 JU2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2437!SPC NJ       -   1.00000500  x   0.99990036  =   0.99990536
 JU2437!UTM  18      -   1.00000500  x   0.99962873  =   0.99963372
 JU2437
 JU2437:                Primary Azimuth Mark                     Grid Az
 JU2437:SPC NJ       -  BASS 1                                   340 31 16.0
 JU2437:UTM  18      -  BASS 1                                   340 12 08.8
 JU2437
 JU2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4831082653(NAD 83)
 JU2437
 JU2437|---------------------------------------------------------------------|
 JU2437| PID    Reference Object                     Distance      Geod. Az  |
 JU2437|                                                           dddmmss.s |
 JU2437| JU4423 BASS 1                              APPROX. 0.6 KM 3403339.7 |
 JU2437|---------------------------------------------------------------------|
 JU2437
 JU2437                          SUPERSEDED SURVEY CONTROL
 JU2437
 JU2437  NAD 83(2007)-  39 35 32.08556(N)    074 26 14.54580(W) AD(2002.00) 0
 JU2437  ELLIP H (02/10/07)  -31.841  (m)                       GP(2002.00)    
 JU2437  ELLIP H (10/23/02)  -31.828  (m)                       GP(       ) 4 1
 JU2437  NAD 83(1996)-  39 35 32.08509(N)    074 26 14.54575(W) AD(       ) 1
 JU2437  ELLIP H (05/14/99)  -31.859  (m)                       GP(       ) 4 1
 JU2437  NAD 83(1986)-  39 35 32.07938(N)    074 26 14.54279(W) AD(       ) 1
 JU2437  NAVD 88               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
 JU2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2437.See file dsdata.pdf to determine how the superseded data were derived.
 JU2437
 JU2437_MARKER: DJ = TIDAL STATION DISK
 JU2437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2437_STAMPING: 4104 C 1977
 JU2437_MARK LOGO: NOS
 JU2437_PROJECTION: RECESSED 5 CENTIMETERS
 JU2437_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2437+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2021
 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  HISTORY     - 20210304 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.
 JU2437
 JU2437                          STATION RECOVERY (2021)
 JU2437
 JU2437'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JB)
 JU2437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2436  USGS QUAD   -  NEW GRETNA (2019)
 JU2436
 JU2436                         *CURRENT SURVEY CONTROL
 JU2436  ______________________________________________________________________
 JU2436* NAD 83(1986) POSITION- 39 35 35.     (N) 074 26 23.     (W)   SCALED
 JU2436* NAVD 88 ORTHO HEIGHT -     1.747 (meters)        5.73  (feet) ADJUSTED
 JU2436  ______________________________________________________________________
 JU2436  GEOID HEIGHT    -        -33.423 (meters)                     GEOID18
 JU2436  DYNAMIC HEIGHT  -          1.746 (meters)        5.73  (feet) COMP
 JU2436  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 JU2436
 JU2436  VERT ORDER      -  FIRST     CLASS I
 JU2436
 JU2436.The horizontal coordinates were scaled from a map and have
 JU2436.an estimated accuracy of +/- 6 seconds.
 JU2436
 JU2436.The orthometric height was determined by differential leveling and
 JU2436.adjusted by the NATIONAL GEODETIC SURVEY
 JU2436.in June 1991.
 JU2436
 JU2436.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2436.GEOID18 height accuracy estimate available here.
 JU2436
 JU2436.This Tidal Bench Mark is designated as VM 2644
 JU2436.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2436
 JU2436.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ481827(NAD 83)
 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
 JU2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2436.See file dsdata.pdf to determine how the superseded data were derived.
 JU2436
 JU2436_MARKER: DJ = TIDAL STATION DISK
 JU2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2436_STAMPING: 4104 D 1977
 JU2436_MARK LOGO: NOS
 JU2436_PROJECTION: FLUSH
 JU2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2436+STABILITY: SURFACE MOTION
 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  HISTORY     - 20200131 MARK NOT FOUND   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.
 JU2436
 JU2436                          STATION RECOVERY (2020)
 JU2436
 JU2436'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU2436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2432  USGS QUAD   -  NEW GRETNA (2019)
 JU2432
 JU2432                         *CURRENT SURVEY CONTROL
 JU2432  ______________________________________________________________________
 JU2432* NAD 83(1986) POSITION- 39 32 45.43   (N) 074 27 41.44   (W)   HD_HELD1
 JU2432* NAVD 88 ORTHO HEIGHT -     1.816 (meters)        5.96  (feet) ADJUSTED
 JU2432  ______________________________________________________________________
 JU2432  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 JU2432  DYNAMIC HEIGHT  -          1.815 (meters)        5.95  (feet) COMP
 JU2432  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 JU2432
 JU2432  VERT ORDER      -  FIRST     CLASS II
 JU2432
 JU2432.The horizontal coordinates were determined by differentially corrected
 JU2432.hand held GPS observations or other comparable positioning techniques
 JU2432.and have an estimated accuracy of +/- 3 meters.
 JU2432
 JU2432.The orthometric height was determined by differential leveling and
 JU2432.adjusted by the NATIONAL GEODETIC SURVEY
 JU2432.in June 1991.
 JU2432
 JU2432.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2432.GEOID18 height accuracy estimate available here.
 JU2432
 JU2432.This Tidal Bench Mark is designated as VM 2657
 JU2432.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2432
 JU2432.Click photographs - Photos may exist for this station.
 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       -    79,107.2     153,308.0     MT  (+/- 3 meters HH1 GPS) 
 JU2432
 JU2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4626877502(NAD 83)
 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
 JU2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2432.See file dsdata.pdf to determine how the superseded data were derived.
 JU2432
 JU2432_MARKER: DJ = TIDAL STATION DISK
 JU2432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2432_STAMPING: 4212 E 1977
 JU2432_MARK LOGO: NOS
 JU2432_PROJECTION: RECESSED 8 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 - December 17, 2014
 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  HISTORY     - 20141217 GOOD             GEOCAC
 JU2432
 JU2432                          STATION DESCRIPTION
 JU2432
 JU2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2432'APPROXIMATELY 0.15 MILE NORTHEAST ALONG STATE HIGHWAY ROUTE 9 FROM ITS
 JU2432'INTERSECTION WITH COUNTY ROUTE 575 AT PORT REPUBLIC, THEN NORTHEAST
 JU2432'ALONG OLD NEW YORK ROAD 0.15 MILE TO THE NORTH END OF A SMALL
 JU2432'TRIANGULAR PARK, THE MARK IS A STANDARD NOS BENCH MARK DISK SET ON TOP
 JU2432'OF A 5/8 INVH DIAM. COPPER COATED STEEL ROD DRIVEN 50 FEET,
 JU2432'APPROXIMATELY 0.1 MILE SOUTH OF BENCH MARK 4212 S, 31 FEET EAST OF THE
 JU2432'CENTERLINE OF OLD NEW YORK ROAD, 4.5 FEET EAST OF A TRAFFIC REFLECTOR
 JU2432'POST, 116.7 FEET SOUTHWEST OF WOOD UTILITY POLE NUMBER 8-9, 49.3 FEET
 JU2432'WEST OF A WOODEN FENCE CORNER, 303.4 FEET NORTHWEST OF BENCH MARK 4212
 JU2432'F, SET 2 INCHES BELOW GROUND.  IT IS 1 FT  SOUTH FROM A WITNESS POST
 JU2432'AND LEVEL WITH THE 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.
 JU2432'
 JU2432'TO 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.
 JU2432'
 JU2432'THE STATION IS 36.5 FT (11.1 M) SOUTHWEST FROM A STOP SIGN ON THE EAST
 JU2432'SIDE OF RIVER ROAD, 4.5 FT (1.4 M) EAST FROM A TRAFFIC REFLECTOR WITH
 JU2432'POST, 60 FT (18.3 M) NORTHWEST FROM POLE NUMBER P 14606 65 AMP, 59.5
 JU2432'FT (18.1 M) EAST AND ACROSS THE ROAD FROM POLE NUMBER BT 496, 70 FT
 JU2432'(21.3 M) NORTHEAST FROM MILE POST 0.1, 30 FT (9.1 M) EAST FROM THE
 JU2432'CENTERLINE OF OLD NEW YORK ROAD AND IN RANGE WITH THE SOUTH WALL OF A
 JU2432'2 STORY 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.
 JU2432
 JU2432                          STATION RECOVERY (2014)
 JU2432
 JU2432'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU2432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2431  USGS QUAD   -  NEW GRETNA (2019)
 JU2431
 JU2431                         *CURRENT SURVEY CONTROL
 JU2431  ______________________________________________________________________
 JU2431* NAD 83(1986) POSITION- 39 32 42.50   (N) 074 27 40.72   (W)   HD_HELD1
 JU2431* NAVD 88 ORTHO HEIGHT -     1.820 (meters)        5.97  (feet) ADJUSTED
 JU2431  ______________________________________________________________________
 JU2431  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 JU2431  DYNAMIC HEIGHT  -          1.819 (meters)        5.97  (feet) COMP
 JU2431  MODELED GRAVITY -    980,145.1   (mgal)                       NAVD 88
 JU2431
 JU2431  VERT ORDER      -  FIRST     CLASS II
 JU2431
 JU2431.The horizontal coordinates were determined by differentially corrected
 JU2431.hand held GPS observations or other comparable positioning techniques
 JU2431.and have an estimated accuracy of +/- 3 meters.
 JU2431
 JU2431.The orthometric height was determined by differential leveling and
 JU2431.adjusted by the NATIONAL GEODETIC SURVEY
 JU2431.in June 1991.
 JU2431
 JU2431.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2431.GEOID18 height accuracy estimate available here.
 JU2431
 JU2431.This Tidal Bench Mark is designated as VM 2658
 JU2431.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2431
 JU2431.Click photographs - Photos may exist for this station.
 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       -    79,016.8     153,325.3     MT  (+/- 3 meters HH1 GPS) 
 JU2431
 JU2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4628677412(NAD 83)
 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
 JU2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2431.See file dsdata.pdf to determine how the superseded data were derived.
 JU2431
 JU2431_MARKER: DJ = TIDAL STATION DISK
 JU2431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2431_STAMPING: 4212 F 1977
 JU2431_MARK LOGO: NOS
 JU2431_PROJECTION: RECESSED 5 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  HISTORY     - 20141217 GOOD             GEOCAC
 JU2431  HISTORY     - 20180412 GOOD             NJGS
 JU2431
 JU2431                          STATION DESCRIPTION
 JU2431
 JU2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2431'APPROXIMATELY 0.15 MILE NORTHEAST ALONG STATE HIGHWAY ROUTE 9 FROM ITS
 JU2431'INTERSECTION WITH COUNTY ROUTE 575 AT PORT REPUBLIC, TO A CIVIL WAR
 JU2431'MONUMENT AT A TRIANGULAR PARK, THE MRK IS A STANDARD NOS BENCH MARK
 JU2431'SET ON TOP OF A 5/8 INCH DIAM COPPER COATED STEEL ROD DRIVEN 50 FEET,
 JU2431'200.5 FEET NORTHEAST OF BENCH MARK F 8, 14.4 FEET WEST OF THE
 JU2431'CENTERLINE OF THE BITUMINOUS PAVED ROAD BORDERING THE EAST SIDE OF THE
 JU2431'PARK, 100.9 FEET SOUTHWEST OF WOOD UTILITY POLE NUMBER 14605, 79.3
 JU2431'FEET NORTHWEST OF POLE  NUMBER 14604, AND SET ABOUT 2 INCHES BELOW
 JU2431'GROUND.  IT IS 1 FT  WEST FROM A WITNESS POST AND LEVEL WITH THE 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.
 JU2431'
 JU2431'TO REACH THE STATION FROM THE JUNCTION OF THE BRIDGE OVER THE GARDEN
 JU2431'STATE PARKWAY AND THE ROAD LEADING TO U.S. HIGHWAY 9 AT INTERCHANGE
 JU2431'48, GO 0.3 MI (0.5 KM) EAST TO THE JUNCTION WITH OLD NEW YORK ROAD.
 JU2431'TURN LEFT AND GO 0.05 MI (0.08 KM) NORTHEAST TO THE WAR MONUMENT ON
 JU2431'THE RIGHT AND THE STATION ABOUT 200 FT (61.0 M) NORTH OF THE MONUMENT
 JU2431'ON THE RIGHT.
 JU2431'
 JU2431'THE STATION IS 99 FT (30.2 M) SOUTHWEST FROM POLE NUMBER 14605 ON THE
 JU2431'EAST SIDE OF AN ASPHALT PAVED ROAD, 79 FT (24.1 M) NORTHWEST FROM POLE
 JU2431'NUMBER 14604, 166 FT (50.6 M) NORTH FROM POLE NUMBER 49302, 14 FT
 JU2431'(4.3 M) WEST FROM THE CENTER OF A ASPHALT PAVED ROAD AND 1 FT (0.3 M)
 JU2431'EAST OF 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.
 JU2431
 JU2431                          STATION RECOVERY (2014)
 JU2431
 JU2431'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU2431'RECOVERED IN GOOD CONDITION.
 JU2431
 JU2431                          STATION RECOVERY (2018)
 JU2431
 JU2431'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU2431'THE STATION IS ALSO 56.8 M (186.4 FT) NORTH-NORTHEAST OF THE NORTH
 JU2431'CORNER OF A FENCE AROUND REVOLUTIONARY MONUMENT.  THE WITNESS SIGN IS
 JU2431'MISSING BUT THE METAL POST REMAINS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2433 ***********************************************************************
 JU2433  DESIGNATION -  853 4212 TIDAL 2 C
 JU2433  PID         -  JU2433
 JU2433  STATE/COUNTY-  NJ/ATLANTIC
 JU2433  COUNTRY     -  US
 JU2433  USGS QUAD   -  NEW GRETNA (2019)
 JU2433
 JU2433                         *CURRENT SURVEY CONTROL
 JU2433  ______________________________________________________________________
 JU2433* NAD 83(1986) POSITION- 39 32 50.5    (N) 074 27 43.7    (W)   HD_HELD2
 JU2433* NAVD 88 ORTHO HEIGHT -     2.267 (meters)        7.44  (feet) ADJUSTED
 JU2433  ______________________________________________________________________
 JU2433  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 JU2433  DYNAMIC HEIGHT  -          2.266 (meters)        7.43  (feet) COMP
 JU2433  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 JU2433
 JU2433  VERT ORDER      -  FIRST     CLASS II
 JU2433
 JU2433.The horizontal coordinates were established by autonomous hand held GPS
 JU2433.observations and have an estimated accuracy of +/- 10 meters.
 JU2433
 JU2433.The orthometric height was determined by differential leveling and
 JU2433.adjusted by the NATIONAL GEODETIC SURVEY
 JU2433.in June 1991.
 JU2433
 JU2433.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2433.GEOID18 height accuracy estimate available here.
 JU2433
 JU2433.Click photographs - Photos may exist for this station.
 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       -    79,263.      153,254.      MT  (+/- 10 meters HH2 GPS)
 JU2433
 JU2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4621377658(NAD 83)
 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
 JU2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2433.See file dsdata.pdf to determine how the superseded data were derived.
 JU2433
 JU2433_MARKER: DB = BENCH MARK DISK
 JU2433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2433_SP_SET: PORCH
 JU2433_STAMPING: 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 - December 17, 2014
 JU2433
 JU2433  HISTORY     - Date     Condition        Report By
 JU2433  HISTORY     - 1971     MONUMENTED       NOS
 JU2433  HISTORY     - 1979     GOOD             NGS
 JU2433  HISTORY     - 19950316 GOOD             NJGS
 JU2433  HISTORY     - 20141217 GOOD             GEOCAC
 JU2433
 JU2433                          STATION DESCRIPTION
 JU2433
 JU2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2433'IN PORT REPUBLIC.  BENCH MARK 2-C 1971 IS A STANDARD DISK STAMPED 2-C
 JU2433'1971, SET IN THE CONCRETE PORCH OF THE DOOR NEXT TO THE GARAGE AT
 JU2433'CRAMERS HOUSE ON THE CRAMERS CHESTNUT NECK BOATYARD.  THE HOUSE IS
 JU2433'DIRECTLY ASSROSS THE PAVED ROAD FROM THE DIRT PARKING LOT OF CRAMERS
 JU2433'BOATYARD.  ELEVATION-9.78 FEET ABOVE MEAN LOW WATER.  IT IS ABOUT
 JU2433'LEVEL WITH THE HIGHWAY.
 JU2433
 JU2433                          STATION RECOVERY (1995)
 JU2433
 JU2433'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2433'THE STATION IS SET FLUSH IN THE CONCRETE SIDEWALK NEXT TO THE GARAGE
 JU2433'OF A ONE AND ONE HALF STORY FRAME DWELLING BELONGING TO MR. ELLISON.
 JU2433'CRAMERS BOATYARD IS NOW KNOWN AS THE CHESTNUT NECK BOATYARD.
 JU2433
 JU2433                          STATION RECOVERY (2014)
 JU2433
 JU2433'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU2433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2430  USGS QUAD   -  NEW GRETNA (2019)
 JU2430
 JU2430                         *CURRENT SURVEY CONTROL
 JU2430  ______________________________________________________________________
 JU2430* NAD 83(1986) POSITION- 39 32 04.72   (N) 074 27 49.50   (W)   HD_HELD1
 JU2430* NAVD 88 ORTHO HEIGHT -     0.884 (meters)        2.90  (feet) ADJUSTED
 JU2430  ______________________________________________________________________
 JU2430  GEOID HEIGHT    -        -33.633 (meters)                     GEOID18
 JU2430  DYNAMIC HEIGHT  -          0.883 (meters)        2.90  (feet) COMP
 JU2430  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 JU2430
 JU2430  VERT ORDER      -  FIRST     CLASS II
 JU2430
 JU2430.The horizontal coordinates were determined by differentially corrected
 JU2430.hand held GPS observations or other comparable positioning techniques
 JU2430.and have an estimated accuracy of +/- 3 meters.
 JU2430
 JU2430.The orthometric height was determined by differential leveling and
 JU2430.adjusted by the NATIONAL GEODETIC SURVEY
 JU2430.in June 1991.
 JU2430
 JU2430.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2430.GEOID18 height accuracy estimate available here.
 JU2430
 JU2430.This Tidal Bench Mark is designated as VM 2665
 JU2430.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2430
 JU2430.Click photographs - Photos may exist for this station.
 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       -    77,851.7     153,116.1     MT  (+/- 3 meters HH1 GPS) 
 JU2430
 JU2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4608376246(NAD 83)
 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
 JU2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2430.See file dsdata.pdf to determine how the superseded data were derived.
 JU2430
 JU2430_MARKER: DJ = TIDAL STATION DISK
 JU2430_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 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'APPROXIMATELY 4.70 MILES NORTH ON U.S. HIGHWAY 9 FROM POST OFFICE AT
 JU2430'OCEANVILLE, THE FIRST STREET NORTH AFTER BRIDGE OVER NACOTE CREEK,
 JU2430'ROUTE 9 WILSON AVENUE, ON PROPERTY OF NACOTE CREEK BOATYARD, 90 FEET
 JU2430'SOUTHWEST FROM SLIP AND RAMP INTERSECTION ON WEST SIDE OF SLIP, 78.8
 JU2430'FEET SOUTHEAST FROM 2 STORY BUILDING SOUTHEAST CORNER, 60 FEET
 JU2430'NORTHWEST FROM WOOD UTILITY POLE NUMBER 41118, AND 265 FEET SOUTH FROM
 JU2430'CENTERLINE OF ROAD. MARK IS STANDARD NOS DISK ON TOP OF 5/8 INCH DIAM.
 JU2430'GALVANIZED ROD DRIVEN TO 50 FEET DEPTH. MARK IS 2 INCHES BELOW GROUND
 JU2430'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.
 JU2430'
 JU2430'TO REACH THE STATION FROM THE U.S. HIGHWAY 9 BRIDGE OVER NACOTE CREEK,
 JU2430'GO NORTH ON U.S. HIGHWAY 9 FOR 0.1 MI (0.2 KM) TO THE TEE JUNCTION
 JU2430'WITH WILSON AVENUE ON THE RIGHT.  TURN RIGHT AND GO EAST ON WILSON
 JU2430'AVENUE FOR 0.15 MI (0.24 KM) TO THE ENTRANCE DRIVE, A SAND ROAD,
 JU2430'LEADING INTO THE RESEARCH CENTER.  TURN RIGHT AND GO SOUTH, THEN WEST
 JU2430'ALONG A WOOD PILE BULKHEAD FOR A BOAT SLIP TO THE STATION AHEAD, SET
 JU2430'ABOUT 2 INCHES BELOW THE GROUND IN A PLASTIC PIPE SET FLUSH WITH THE
 JU2430'GROUND.
 JU2430'
 JU2430'THE STATION IS 60 FT (18.3 M) NORTHWEST FROM WOOD UTILITY NUMBER
 JU2430'41118, 75.5 FT (23.0 M) SOUTHWEST FROM THE NORTH CORNER OF THE
 JU2430'BULKHEAD AT THE INTERSECTION OF A RAMP ON THE WEST SIDE OF THE SLIP,
 JU2430'5.6 FT (1.7 M) SOUTHEAST FROM THE REMAINS OF A WOOD FENCE LINE, 1.0 FT
 JU2430'(0.3 M) EAST FROM A METAL WITNESS POST AND 71.5 FT (21.8 M)
 JU2430'SSOUTHWEST FROM A WOOD UTILITY POLE WITH NO NUMBER NEXT TO A WOOD
 JU2430'FRAME GARAGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2429  USGS QUAD   -  NEW GRETNA (2019)
 JU2429
 JU2429                         *CURRENT SURVEY CONTROL
 JU2429  ______________________________________________________________________
 JU2429* NAD 83(1986) POSITION- 39 32 06.     (N) 074 27 48.     (W)   SCALED
 JU2429* NAVD 88 ORTHO HEIGHT -     1.893 (meters)        6.21  (feet) ADJUSTED
 JU2429  ______________________________________________________________________
 JU2429  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 JU2429  DYNAMIC HEIGHT  -          1.892 (meters)        6.21  (feet) COMP
 JU2429  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 JU2429
 JU2429  VERT ORDER      -  FIRST     CLASS II
 JU2429
 JU2429.The horizontal coordinates were scaled from a map and have
 JU2429.an estimated accuracy of +/- 6 seconds.
 JU2429
 JU2429.The orthometric height was determined by differential leveling and
 JU2429.adjusted by the NATIONAL GEODETIC SURVEY
 JU2429.in June 1991.
 JU2429
 JU2429.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2429.GEOID18 height accuracy estimate available here.
 JU2429
 JU2429.This Tidal Bench Mark is designated as VM 2666
 JU2429.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2429
 JU2429.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ461762(NAD 83)
 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
 JU2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2429.See file dsdata.pdf to determine how the superseded data were derived.
 JU2429
 JU2429_MARKER: DJ = TIDAL STATION DISK
 JU2429_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2428  USGS QUAD   -  NEW GRETNA (2019)
 JU2428
 JU2428                         *CURRENT SURVEY CONTROL
 JU2428  ______________________________________________________________________
 JU2428* NAD 83(1986) POSITION- 39 32 06.     (N) 074 27 54.     (W)   SCALED
 JU2428* NAVD 88 ORTHO HEIGHT -     2.414 (meters)        7.92  (feet) ADJUSTED
 JU2428  ______________________________________________________________________
 JU2428  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 JU2428  DYNAMIC HEIGHT  -          2.413 (meters)        7.92  (feet) COMP
 JU2428  MODELED GRAVITY -    980,142.8   (mgal)                       NAVD 88
 JU2428
 JU2428  VERT ORDER      -  FIRST     CLASS II
 JU2428
 JU2428.The horizontal coordinates were scaled from a map and have
 JU2428.an estimated accuracy of +/- 6 seconds.
 JU2428
 JU2428.The orthometric height was determined by differential leveling and
 JU2428.adjusted by the NATIONAL GEODETIC SURVEY
 JU2428.in June 1991.
 JU2428
 JU2428.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2428.GEOID18 height accuracy estimate available here.
 JU2428
 JU2428.This Tidal Bench Mark is designated as VM 2667
 JU2428.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2428
 JU2428.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ459762(NAD 83)
 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
 JU2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2428.See file dsdata.pdf to determine how the superseded data were derived.
 JU2428
 JU2428_MARKER: DJ = TIDAL STATION DISK
 JU2428_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2428_STAMPING: 4256 C 1977
 JU2428_MARK LOGO: NOS
 JU2428_PROJECTION: FLUSH
 JU2428_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2427  USGS QUAD   -  NEW GRETNA (2019)
 JU2427
 JU2427                         *CURRENT SURVEY CONTROL
 JU2427  ______________________________________________________________________
 JU2427* NAD 83(1986) POSITION- 39 32 06.     (N) 074 27 54.     (W)   SCALED
 JU2427* NAVD 88 ORTHO HEIGHT -     2.573 (meters)        8.44  (feet) ADJUSTED
 JU2427  ______________________________________________________________________
 JU2427  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 JU2427  DYNAMIC HEIGHT  -          2.572 (meters)        8.44  (feet) COMP
 JU2427  MODELED GRAVITY -    980,142.8   (mgal)                       NAVD 88
 JU2427
 JU2427  VERT ORDER      -  FIRST     CLASS II
 JU2427
 JU2427.The horizontal coordinates were scaled from a map and have
 JU2427.an estimated accuracy of +/- 6 seconds.
 JU2427
 JU2427.The orthometric height was determined by differential leveling and
 JU2427.adjusted by the NATIONAL GEODETIC SURVEY
 JU2427.in June 1991.
 JU2427
 JU2427.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2427.GEOID18 height accuracy estimate available here.
 JU2427
 JU2427.This Tidal Bench Mark is designated as VM 2668
 JU2427.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2427
 JU2427.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ459762(NAD 83)
 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
 JU2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2427.See file dsdata.pdf to determine how the superseded data were derived.
 JU2427
 JU2427_MARKER: DJ = TIDAL STATION DISK
 JU2427_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 AI9352 ***********************************************************************
 AI9352  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9352  DESIGNATION -  853 4319 A TIDAL
 AI9352  PID         -  AI9352
 AI9352  STATE/COUNTY-  NJ/OCEAN
 AI9352  COUNTRY     -  US
 AI9352  USGS QUAD   -  TUCKERTON (2019)
 AI9352
 AI9352                         *CURRENT SURVEY CONTROL
 AI9352  ______________________________________________________________________
 AI9352* NAD 83(1986) POSITION- 39 30 30.     (N) 074 19 33.     (W)   SCALED
 AI9352* NAVD 88 ORTHO HEIGHT -     1.198 (meters)        3.93  (feet) ADJUSTED
 AI9352  ______________________________________________________________________
 AI9352  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 AI9352  DYNAMIC HEIGHT  -          1.197 (meters)        3.93  (feet) COMP
 AI9352  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 AI9352
 AI9352  VERT ORDER      -  FIRST     CLASS II
 AI9352
 AI9352.The horizontal coordinates were scaled from a map and have
 AI9352.an estimated accuracy of +/- 6 seconds.
 AI9352
 AI9352.The orthometric height was determined by differential leveling and
 AI9352.adjusted by the NATIONAL GEODETIC SURVEY
 AI9352.in March 2001.
 AI9352
 AI9352.No vertical observational check was made to the station.
 AI9352
 AI9352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9352.GEOID18 height accuracy estimate available here.
 AI9352
 AI9352.This Tidal Bench Mark is designated as VM 2677
 AI9352.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9352
 AI9352.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ579734(NAD 83)
 AI9352
 AI9352                          SUPERSEDED SURVEY CONTROL
 AI9352
 AI9352.No superseded survey control is available for this station.
 AI9352
 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 = JULY 24, 2026 22:12:30 EDT
 AI9353 ***********************************************************************
 AI9353  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9353  DESIGNATION -  853 4319 B TIDAL
 AI9353  PID         -  AI9353
 AI9353  STATE/COUNTY-  NJ/OCEAN
 AI9353  COUNTRY     -  US
 AI9353  USGS QUAD   -  TUCKERTON (2019)
 AI9353
 AI9353                         *CURRENT SURVEY CONTROL
 AI9353  ______________________________________________________________________
 AI9353* NAD 83(1986) POSITION- 39 30 38.08   (N) 074 19 11.54   (W)   HD_HELD1
 AI9353* NAVD 88 ORTHO HEIGHT -     1.040 (meters)        3.41  (feet) ADJUSTED
 AI9353  ______________________________________________________________________
 AI9353  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 AI9353  DYNAMIC HEIGHT  -          1.040 (meters)        3.41  (feet) COMP
 AI9353  MODELED GRAVITY -    980,131.3   (mgal)                       NAVD 88
 AI9353
 AI9353  VERT ORDER      -  FIRST     CLASS II
 AI9353
 AI9353.The horizontal coordinates were determined by differentially corrected
 AI9353.hand held GPS observations or other comparable positioning techniques
 AI9353.and have an estimated accuracy of +/- 3 meters.
 AI9353
 AI9353.The orthometric height was determined by differential leveling and
 AI9353.adjusted by the NATIONAL GEODETIC SURVEY
 AI9353.in March 2001.
 AI9353
 AI9353.No vertical observational check was made to the station.
 AI9353
 AI9353.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9353.GEOID18 height accuracy estimate available here.
 AI9353
 AI9353.This Tidal Bench Mark is designated as VM 2678
 AI9353.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9353
 AI9353.Click photographs - Photos may exist for this station.
 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       -    75,194.8     165,489.5     MT  (+/- 3 meters HH1 GPS) 
 AI9353
 AI9353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5846873659(NAD 83)
 AI9353
 AI9353                          SUPERSEDED SURVEY CONTROL
 AI9353
 AI9353.No superseded survey control is available for this station.
 AI9353
 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 = JULY 24, 2026 22:12:30 EDT
 AI9354 ***********************************************************************
 AI9354  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9354  DESIGNATION -  853 4319 C TIDAL
 AI9354  PID         -  AI9354
 AI9354  STATE/COUNTY-  NJ/OCEAN
 AI9354  COUNTRY     -  US
 AI9354  USGS QUAD   -  TUCKERTON (2019)
 AI9354
 AI9354                         *CURRENT SURVEY CONTROL
 AI9354  ______________________________________________________________________
 AI9354* NAD 83(1986) POSITION- 39 30 45.40   (N) 074 19 10.82   (W)   HD_HELD1
 AI9354* NAVD 88 ORTHO HEIGHT -     0.793 (meters)        2.60  (feet) ADJUSTED
 AI9354  ______________________________________________________________________
 AI9354  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 AI9354  DYNAMIC HEIGHT  -          0.792 (meters)        2.60  (feet) COMP
 AI9354  MODELED GRAVITY -    980,131.9   (mgal)                       NAVD 88
 AI9354
 AI9354  VERT ORDER      -  FIRST     CLASS II
 AI9354
 AI9354.The horizontal coordinates were determined by differentially corrected
 AI9354.hand held GPS observations or other comparable positioning techniques
 AI9354.and have an estimated accuracy of +/- 3 meters.
 AI9354
 AI9354.The orthometric height was determined by differential leveling and
 AI9354.adjusted by the NATIONAL GEODETIC SURVEY
 AI9354.in March 2001.
 AI9354
 AI9354.No vertical observational check was made to the station.
 AI9354
 AI9354.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9354.GEOID18 height accuracy estimate available here.
 AI9354
 AI9354.This Tidal Bench Mark is designated as VM 2679
 AI9354.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9354
 AI9354.Click photographs - Photos may exist for this station.
 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       -    75,420.6     165,506.3     MT  (+/- 3 meters HH1 GPS) 
 AI9354
 AI9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5848373885(NAD 83)
 AI9354
 AI9354                          SUPERSEDED SURVEY CONTROL
 AI9354
 AI9354.No superseded survey control is available for this station.
 AI9354
 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 SUITABLE FOR
 AI9354+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2020
 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  HISTORY     - 20140608 GOOD             WATER
 AI9354  HISTORY     - 20200331 GOOD             NJGS
 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.
 AI9354
 AI9354                          STATION RECOVERY (2014)
 AI9354
 AI9354'RECOVERY NOTE BY WATERSHED SCIENCES 2014 (EG)
 AI9354'4HR OPUS RESULTS PLACE NAD83(2011) COORDINATES AT 39 30 45.40684N, 74
 AI9354'19 10.82480W.
 AI9354
 AI9354                          STATION RECOVERY (2020)
 AI9354
 AI9354'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AI9354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9355 ***********************************************************************
 AI9355  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9355  DESIGNATION -  853 4319 TIDAL NO 2
 AI9355  PID         -  AI9355
 AI9355  STATE/COUNTY-  NJ/OCEAN
 AI9355  COUNTRY     -  US
 AI9355  USGS QUAD   -  TUCKERTON (2019)
 AI9355
 AI9355                         *CURRENT SURVEY CONTROL
 AI9355  ______________________________________________________________________
 AI9355* NAD 83(1986) POSITION- 39 30 57.96   (N) 074 19 10.18   (W)   HD_HELD1
 AI9355* NAVD 88 ORTHO HEIGHT -     0.854 (meters)        2.80  (feet) ADJUSTED
 AI9355  ______________________________________________________________________
 AI9355  GEOID HEIGHT    -        -33.892 (meters)                     GEOID18
 AI9355  DYNAMIC HEIGHT  -          0.854 (meters)        2.80  (feet) COMP
 AI9355  MODELED GRAVITY -    980,132.5   (mgal)                       NAVD 88
 AI9355
 AI9355  VERT ORDER      -  FIRST     CLASS II
 AI9355
 AI9355.The horizontal coordinates were determined by differentially corrected
 AI9355.hand held GPS observations or other comparable positioning techniques
 AI9355.and have an estimated accuracy of +/- 3 meters.
 AI9355
 AI9355.The orthometric height was determined by differential leveling and
 AI9355.adjusted by the NATIONAL GEODETIC SURVEY
 AI9355.in March 2001.
 AI9355
 AI9355.No vertical observational check was made to the station.
 AI9355
 AI9355.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9355.GEOID18 height accuracy estimate available here.
 AI9355
 AI9355.This Tidal Bench Mark is designated as VM 2675
 AI9355.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9355
 AI9355.Click photographs - Photos may exist for this station.
 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       -    75,807.9     165,520.8     MT  (+/- 3 meters HH1 GPS) 
 AI9355
 AI9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5849574272(NAD 83)
 AI9355
 AI9355                          SUPERSEDED SURVEY CONTROL
 AI9355
 AI9355.No superseded survey control is available for this station.
 AI9355
 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_PROJECTION: FLUSH
 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 SUITABLE FOR
 AI9355+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2021
 AI9355
 AI9355  HISTORY     - Date     Condition        Report By
 AI9355  HISTORY     - 1974     MONUMENTED       NOS
 AI9355  HISTORY     - 19980901 GOOD             NJGS
 AI9355  HISTORY     - 20020808 GOOD             USGS
 AI9355  HISTORY     - 20210921 GOOD             NJGS
 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.
 AI9355
 AI9355                          STATION RECOVERY (2021)
 AI9355
 AI9355'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AI9355'RECOVERED IN GOOD CONDITION, WITNESS POST REMAINS INTACT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU4223  USGS QUAD   -  MAYS LANDING (2019)
 JU4223
 JU4223                         *CURRENT SURVEY CONTROL
 JU4223  ______________________________________________________________________
 JU4223* NAD 83(1986) POSITION- 39 26 56.25   (N) 074 43 40.00   (W)   HD_HELD1
 JU4223* NAVD 88 ORTHO HEIGHT -     2.293 (meters)        7.52  (feet) ADJUSTED
 JU4223  ______________________________________________________________________
 JU4223  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 JU4223  DYNAMIC HEIGHT  -          2.292 (meters)        7.52  (feet) COMP
 JU4223  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 JU4223
 JU4223  VERT ORDER      -  FIRST     CLASS II
 JU4223
 JU4223.The horizontal coordinates were determined by differentially corrected
 JU4223.hand held GPS observations or other comparable positioning techniques
 JU4223.and have an estimated accuracy of +/- 3 meters.
 JU4223
 JU4223.The orthometric height was determined by differential leveling and
 JU4223.adjusted by the NATIONAL GEODETIC SURVEY
 JU4223.in January 1994.
 JU4223
 JU4223.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4223.GEOID18 height accuracy estimate available here.
 JU4223
 JU4223.This Tidal Bench Mark is designated as VM 2685
 JU4223.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU4223
 JU4223.Click photographs - Photos may exist for this station.
 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       -    68,363.5     130,395.7     MT  (+/- 3 meters HH1 GPS) 
 JU4223
 JU4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2342266635(NAD 83)
 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
 JU4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4223.See file dsdata.pdf to determine how the superseded data were derived.
 JU4223
 JU4223_MARKER: DJ = TIDAL STATION DISK
 JU4223_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU4213  USGS QUAD   -  MAYS LANDING (2019)
 JU4213
 JU4213                         *CURRENT SURVEY CONTROL
 JU4213  ______________________________________________________________________
 JU4213* NAD 83(1986) POSITION- 39 26 56.22   (N) 074 43 37.09   (W)   HD_HELD1
 JU4213* NAVD 88 ORTHO HEIGHT -     2.082 (meters)        6.83  (feet) ADJUSTED
 JU4213  ______________________________________________________________________
 JU4213  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 JU4213  DYNAMIC HEIGHT  -          2.081 (meters)        6.83  (feet) COMP
 JU4213  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 JU4213
 JU4213  VERT ORDER      -  FIRST     CLASS II
 JU4213
 JU4213.The horizontal coordinates were determined by differentially corrected
 JU4213.hand held GPS observations or other comparable positioning techniques
 JU4213.and have an estimated accuracy of +/- 3 meters.
 JU4213
 JU4213.The orthometric height was determined by differential leveling and
 JU4213.adjusted by the NATIONAL GEODETIC SURVEY
 JU4213.in January 1994.
 JU4213
 JU4213.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4213.GEOID18 height accuracy estimate available here.
 JU4213
 JU4213.This Tidal Bench Mark is designated as VM 2686
 JU4213.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU4213
 JU4213.Click photographs - Photos may exist for this station.
 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       -    68,362.4     130,465.3     MT  (+/- 3 meters HH1 GPS) 
 JU4213
 JU4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2349266634(NAD 83)
 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
 JU4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4213.See file dsdata.pdf to determine how the superseded data were derived.
 JU4213
 JU4213_MARKER: DJ = TIDAL STATION DISK
 JU4213_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU4213_STAMPING: 4468 E 1977
 JU4213_MARK LOGO: NOS
 JU4213_PROJECTION: FLUSH
 JU4213_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4213+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 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  HISTORY     - 20080130 GOOD             UE
 JU4213  HISTORY     - 20120131 GOOD             NGS
 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.
 JU4213
 JU4213                          STATION RECOVERY (2008)
 JU4213
 JU4213'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU4213'RECOVERED IN GOOD CONDITION.
 JU4213
 JU4213                          STATION RECOVERY (2012)
 JU4213
 JU4213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DRD)
 JU4213'MARK IS NOW RECESSED 8 CM (.2 FT).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU4214  USGS QUAD   -  MAYS LANDING (2019)
 JU4214
 JU4214                         *CURRENT SURVEY CONTROL
 JU4214  ______________________________________________________________________
 JU4214* NAD 83(1986) POSITION- 39 26 58.04   (N) 074 43 33.81   (W)   HD_HELD1
 JU4214* NAVD 88 ORTHO HEIGHT -     2.513 (meters)        8.24  (feet) ADJUSTED
 JU4214  ______________________________________________________________________
 JU4214  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 JU4214  DYNAMIC HEIGHT  -          2.512 (meters)        8.24  (feet) COMP
 JU4214  MODELED GRAVITY -    980,121.7   (mgal)                       NAVD 88
 JU4214
 JU4214  VERT ORDER      -  FIRST     CLASS II
 JU4214
 JU4214.The horizontal coordinates were determined by differentially corrected
 JU4214.hand held GPS observations or other comparable positioning techniques
 JU4214.and have an estimated accuracy of +/- 3 meters.
 JU4214
 JU4214.The orthometric height was determined by differential leveling and
 JU4214.adjusted by the NATIONAL GEODETIC SURVEY
 JU4214.in January 1994.
 JU4214
 JU4214.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4214.GEOID18 height accuracy estimate available here.
 JU4214
 JU4214.This Tidal Bench Mark is designated as VM 2687
 JU4214.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU4214
 JU4214.Click photographs - Photos may exist for this station.
 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       -    68,418.3     130,543.8     MT  (+/- 3 meters HH1 GPS) 
 JU4214
 JU4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2357066690(NAD 83)
 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
 JU4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4214.See file dsdata.pdf to determine how the superseded data were derived.
 JU4214
 JU4214_MARKER: DJ = TIDAL STATION DISK
 JU4214_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU4214_STAMPING: 4468 F 1977
 JU4214_MARK LOGO: NOS
 JU4214_PROJECTION: FLUSH
 JU4214_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4214+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2018
 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  HISTORY     - 20120131 GOOD             NGS
 JU4214  HISTORY     - 20180327 GOOD             NJGS
 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.
 JU4214
 JU4214                          STATION RECOVERY (2012)
 JU4214
 JU4214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DRD)
 JU4214'MARK IS 6.04 M (19.8 FT) SSE OF THE SE CORNER OF A CONCRETE AND WOOD
 JU4214'PARK BENCH AND 4.93 M (16.2 FT) SE OF THE SE SIDE OF THE MAPLE TREE
 JU4214'NOTED IN THE 1990 DESCRIPTION.  MARK IS FLUSH WITH THE GROUND.
 JU4214
 JU4214                          STATION RECOVERY (2018)
 JU4214
 JU4214'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU4214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2455  USGS QUAD   -  OCEANVILLE (2019)
 JU2455
 JU2455                         *CURRENT SURVEY CONTROL
 JU2455  ______________________________________________________________________
 JU2455* NAD 83(1986) POSITION- 39 25 22.63   (N) 074 30 00.65   (W)   HD_HELD1
 JU2455* NAVD 88 ORTHO HEIGHT -     1.614 (meters)        5.30  (feet) ADJUSTED
 JU2455  ______________________________________________________________________
 JU2455  GEOID HEIGHT    -        -34.058 (meters)                     GEOID18
 JU2455  DYNAMIC HEIGHT  -          1.614 (meters)        5.30  (feet) COMP
 JU2455  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 JU2455
 JU2455  VERT ORDER      -  FIRST     CLASS II
 JU2455
 JU2455.The horizontal coordinates were determined by differentially corrected
 JU2455.hand held GPS observations or other comparable positioning techniques
 JU2455.and have an estimated accuracy of +/- 3 meters.
 JU2455
 JU2455.The orthometric height was determined by differential leveling and
 JU2455.adjusted by the NATIONAL GEODETIC SURVEY
 JU2455.in March 2001.
 JU2455
 JU2455.No vertical observational check was made to the station.
 JU2455
 JU2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2455.GEOID18 height accuracy estimate available here.
 JU2455
 JU2455.This Tidal Bench Mark is designated as VM 2697
 JU2455.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2455
 JU2455.Click photographs - Photos may exist for this station.
 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       -    65,451.8     149,984.5     MT  (+/- 3 meters HH1 GPS) 
 JU2455
 JU2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4302163832(NAD 83)
 JU2455
 JU2455                          SUPERSEDED SURVEY CONTROL
 JU2455
 JU2455  NAVD 88 (06/15/91)    1.619  (m)            5.31   (f) SUPERSEDED  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
 JU2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2455.See file dsdata.pdf to determine how the superseded data were derived.
 JU2455
 JU2455_MARKER: DJ = TIDAL STATION DISK
 JU2455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 SUITABLE FOR
 JU2455+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 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  HISTORY     - 20100507 GOOD             NJGS
 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.
 JU2455
 JU2455                          STATION RECOVERY (2010)
 JU2455
 JU2455'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 JU2455'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2456  USGS QUAD   -  OCEANVILLE (2019)
 JU2456
 JU2456                         *CURRENT SURVEY CONTROL
 JU2456  ______________________________________________________________________
 JU2456* NAD 83(1986) POSITION- 39 25 22.01   (N) 074 29 59.71   (W)   HD_HELD1
 JU2456* NAVD 88 ORTHO HEIGHT -     2.715 (meters)        8.91  (feet) ADJUSTED
 JU2456  ______________________________________________________________________
 JU2456  GEOID HEIGHT    -        -34.059 (meters)                     GEOID18
 JU2456  DYNAMIC HEIGHT  -          2.713 (meters)        8.90  (feet) COMP
 JU2456  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 JU2456
 JU2456  VERT ORDER      -  FIRST     CLASS II
 JU2456
 JU2456.The horizontal coordinates were determined by differentially corrected
 JU2456.hand held GPS observations or other comparable positioning techniques
 JU2456.and have an estimated accuracy of +/- 3 meters.
 JU2456
 JU2456.The orthometric height was determined by differential leveling and
 JU2456.adjusted by the NATIONAL GEODETIC SURVEY
 JU2456.in April 2013.
 JU2456
 JU2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2456.GEOID18 height accuracy estimate available here.
 JU2456
 JU2456.This Tidal Bench Mark is designated as VM 2698
 JU2456.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2456
 JU2456.Click photographs - Photos may exist for this station.
 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       -    65,432.7     150,006.9     MT  (+/- 3 meters HH1 GPS) 
 JU2456
 JU2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4304463813(NAD 83)
 JU2456
 JU2456                          SUPERSEDED SURVEY CONTROL
 JU2456
 JU2456  NAVD 88 (06/15/91)    2.713  (m)            8.90   (f) SUPERSEDED  1 2
 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
 JU2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2456.See file dsdata.pdf to determine how the superseded data were derived.
 JU2456
 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 SUITABLE FOR
 JU2456+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2018
 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  HISTORY     - 20100507 GOOD             NJGS
 JU2456  HISTORY     - 20180613 GOOD             NJGS
 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.
 JU2456
 JU2456                          STATION RECOVERY (2010)
 JU2456
 JU2456'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 JU2456'RECOVERED AS DESCRIBED.
 JU2456
 JU2456                          STATION RECOVERY (2018)
 JU2456
 JU2456'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU2456'THE STATION IS ON A 1963 BRIDGE NUMBERED 0103-160/52.04 OVER ABSECON
 JU2456'CREEK.  IT IS 12.6 M (41.3 FT) NORTH-NORTHWEST OF UTILITY POLE WITH
 JU2456'LIGHT NUMBERED P3312, 5.3 M (17.4 FT) EAST-NORTHEAST OF SOUTHWEST END
 JU2456'OF SOUTHWEST WING WALL, 5 M (16.4 FT) NORTHWEST OF YELLOW FIRE
 JU2456'HYDRANT, 4 M (13.1 FT) WEST OF WEST CURB OF SHORE ROAD (ATLANTIC
 JU2456'COUNTY ROAD 585).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2457  USGS QUAD   -  OCEANVILLE (2019)
 JU2457
 JU2457                         *CURRENT SURVEY CONTROL
 JU2457  ______________________________________________________________________
 JU2457* NAD 83(1986) POSITION- 39 25 21.     (N) 074 29 58.     (W)   SCALED
 JU2457* NAVD 88 ORTHO HEIGHT -     2.226 (meters)        7.30  (feet) ADJUSTED
 JU2457  ______________________________________________________________________
 JU2457  GEOID HEIGHT    -        -34.061 (meters)                     GEOID18
 JU2457  DYNAMIC HEIGHT  -          2.225 (meters)        7.30  (feet) COMP
 JU2457  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 JU2457
 JU2457  VERT ORDER      -  FIRST     CLASS II
 JU2457
 JU2457.The horizontal coordinates were scaled from a map and have
 JU2457.an estimated accuracy of +/- 6 seconds.
 JU2457
 JU2457.The orthometric height was determined by differential leveling and
 JU2457.adjusted by the NATIONAL GEODETIC SURVEY
 JU2457.in June 1991.
 JU2457
 JU2457.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2457.GEOID18 height accuracy estimate available here.
 JU2457
 JU2457.This Tidal Bench Mark is designated as VM 2699
 JU2457.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2457
 JU2457.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ430637(NAD 83)
 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
 JU2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2457.See file dsdata.pdf to determine how the superseded data were derived.
 JU2457
 JU2457_MARKER: DJ = TIDAL STATION DISK
 JU2457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2457_STAMPING: 4540 F 1977
 JU2457_MARK LOGO: NOS
 JU2457_PROJECTION: FLUSH
 JU2457_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20100923 MARK NOT FOUND   NJGS
 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.
 JU2457
 JU2457                          STATION RECOVERY (2010)
 JU2457
 JU2457'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU2457'THE STATION WAS NOT RECOVERED.  THE AREA HAS BEEN RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2458  USGS QUAD   -  OCEANVILLE (2019)
 JU2458
 JU2458                         *CURRENT SURVEY CONTROL
 JU2458  ______________________________________________________________________
 JU2458* NAD 83(1986) POSITION- 39 25 19.     (N) 074 29 57.     (W)   SCALED
 JU2458* NAVD 88 ORTHO HEIGHT -     1.782 (meters)        5.85  (feet) ADJUSTED
 JU2458  ______________________________________________________________________
 JU2458  GEOID HEIGHT    -        -34.063 (meters)                     GEOID18
 JU2458  DYNAMIC HEIGHT  -          1.781 (meters)        5.84  (feet) COMP
 JU2458  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 JU2458
 JU2458  VERT ORDER      -  FIRST     CLASS II
 JU2458
 JU2458.The horizontal coordinates were scaled from a map and have
 JU2458.an estimated accuracy of +/- 6 seconds.
 JU2458
 JU2458.The orthometric height was determined by differential leveling and
 JU2458.adjusted by the NATIONAL GEODETIC SURVEY
 JU2458.in June 1991.
 JU2458
 JU2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2458.GEOID18 height accuracy estimate available here.
 JU2458
 JU2458.This Tidal Bench Mark is designated as VM 2700
 JU2458.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2458
 JU2458.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ431637(NAD 83)
 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
 JU2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2458.See file dsdata.pdf to determine how the superseded data were derived.
 JU2458
 JU2458_MARKER: DJ = TIDAL STATION DISK
 JU2458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2458_STAMPING: 4540 G 1977
 JU2458_MARK LOGO: NOS
 JU2458_PROJECTION: FLUSH
 JU2458_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20100923 MARK NOT FOUND   NJGS
 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.
 JU2458
 JU2458                          STATION RECOVERY (2010)
 JU2458
 JU2458'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU2458'THE STATION WAS NOT RECOVERED.  THE AREA WAS REVISED. THE TIES ARE
 JU2458'GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2459  USGS QUAD   -  OCEANVILLE (2019)
 JU2459
 JU2459                         *CURRENT SURVEY CONTROL
 JU2459  ______________________________________________________________________
 JU2459* NAD 83(1986) POSITION- 39 25 16.     (N) 074 29 54.     (W)   SCALED
 JU2459* NAVD 88 ORTHO HEIGHT -     1.490 (meters)        4.89  (feet) ADJUSTED
 JU2459  ______________________________________________________________________
 JU2459  GEOID HEIGHT    -        -34.068 (meters)                     GEOID18
 JU2459  DYNAMIC HEIGHT  -          1.490 (meters)        4.89  (feet) COMP
 JU2459  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 JU2459
 JU2459  VERT ORDER      -  FIRST     CLASS II
 JU2459
 JU2459.The horizontal coordinates were scaled from a map and have
 JU2459.an estimated accuracy of +/- 6 seconds.
 JU2459
 JU2459.The orthometric height was determined by differential leveling and
 JU2459.adjusted by the NATIONAL GEODETIC SURVEY
 JU2459.in June 1991.
 JU2459
 JU2459.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2459.GEOID18 height accuracy estimate available here.
 JU2459
 JU2459.This Tidal Bench Mark is designated as VM 2701
 JU2459.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2459
 JU2459.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ431636(NAD 83)
 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
 JU2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2459.See file dsdata.pdf to determine how the superseded data were derived.
 JU2459
 JU2459_MARKER: DJ = TIDAL STATION DISK
 JU2459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2459_STAMPING: 4540 H 1977
 JU2459_MARK LOGO: NOS
 JU2459_PROJECTION: FLUSH
 JU2459_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20100923 MARK NOT FOUND   NJGS
 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.
 JU2459
 JU2459                          STATION RECOVERY (2010)
 JU2459
 JU2459'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU2459'THE STATION WAS NOT RECOVERED AT THIS TIME. THE AREA WAS REVISED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU4082  USGS QUAD   -  OCEANVILLE (2019)
 JU4082
 JU4082                         *CURRENT SURVEY CONTROL
 JU4082  ______________________________________________________________________
 JU4082* NAD 83(1986) POSITION- 39 23 06.     (N) 074 25 28.     (W)   SCALED
 JU4082* NAVD 88 ORTHO HEIGHT -     2.821 (meters)        9.26  (feet) ADJUSTED
 JU4082  ______________________________________________________________________
 JU4082  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 JU4082  DYNAMIC HEIGHT  -          2.820 (meters)        9.25  (feet) COMP
 JU4082  MODELED GRAVITY -    980,110.7   (mgal)                       NAVD 88
 JU4082
 JU4082  VERT ORDER      -  FIRST     CLASS II
 JU4082
 JU4082.The horizontal coordinates were scaled from a map and have
 JU4082.an estimated accuracy of +/- 6 seconds.
 JU4082
 JU4082.The orthometric height was determined by differential leveling and
 JU4082.adjusted by the NATIONAL GEODETIC SURVEY
 JU4082.in June 1991.
 JU4082
 JU4082.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4082.GEOID18 height accuracy estimate available here.
 JU4082
 JU4082.This Tidal Bench Mark is designated as VM 2705
 JU4082.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU4082
 JU4082.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ495596(NAD 83)
 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
 JU4082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4082.See file dsdata.pdf to determine how the superseded data were derived.
 JU4082
 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 1977
 JU4082_MARK LOGO: NOS
 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  HISTORY     - 20180814 MARK NOT FOUND   NJGS
 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.
 JU4082
 JU4082                          STATION RECOVERY (2018)
 JU4082
 JU4082'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 JU4082'THERE IS NEW CONSTRUCTION AT THE LOCATION OF THE STATION AS DETERMINED
 JU4082'BY THE TIES IN THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4081 ***********************************************************************
 JU4081  DESIGNATION -  853 4638 F TIDAL
 JU4081  PID         -  JU4081
 JU4081  STATE/COUNTY-  NJ/ATLANTIC
 JU4081  COUNTRY     -  US
 JU4081  USGS QUAD   -  OCEANVILLE (2019)
 JU4081
 JU4081                         *CURRENT SURVEY CONTROL
 JU4081  ______________________________________________________________________
 JU4081* NAD 83(1986) POSITION- 39 23 03.     (N) 074 25 30.     (W)   SCALED
 JU4081* NAVD 88 ORTHO HEIGHT -     2.105 (meters)        6.91  (feet) ADJUSTED
 JU4081  ______________________________________________________________________
 JU4081  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 JU4081  DYNAMIC HEIGHT  -          2.104 (meters)        6.90  (feet) COMP
 JU4081  MODELED GRAVITY -    980,110.6   (mgal)                       NAVD 88
 JU4081
 JU4081  VERT ORDER      -  FIRST     CLASS II
 JU4081
 JU4081.The horizontal coordinates were scaled from a map and have
 JU4081.an estimated accuracy of +/- 6 seconds.
 JU4081
 JU4081.The orthometric height was determined by differential leveling and
 JU4081.adjusted by the NATIONAL GEODETIC SURVEY
 JU4081.in June 1991.
 JU4081
 JU4081.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4081.GEOID18 height accuracy estimate available here.
 JU4081
 JU4081.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ495595(NAD 83)
 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
 JU4081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4081.See file dsdata.pdf to determine how the superseded data were derived.
 JU4081
 JU4081_MARKER: DJ = TIDAL STATION DISK
 JU4081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU4081_STAMPING: 4638 F 1982
 JU4081_MARK LOGO: NOS
 JU4081_PROJECTION: FLUSH
 JU4081_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20170331 MARK NOT FOUND   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.
 JU4081
 JU4081                          STATION RECOVERY (2017)
 JU4081
 JU4081'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4081'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE STATION.
 JU4081'AREA HAS BEEN MODIFIED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2421  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2421
 JU2421                         *CURRENT SURVEY CONTROL
 JU2421  ______________________________________________________________________
 JU2421* NAD 83(1986) POSITION- 39 23 01.60   (N) 074 31 08.46   (W)   HD_HELD1
 JU2421* NAVD 88 ORTHO HEIGHT -     1.081 (meters)        3.55  (feet) ADJUSTED
 JU2421  ______________________________________________________________________
 JU2421  GEOID HEIGHT    -        -34.221 (meters)                     GEOID18
 JU2421  DYNAMIC HEIGHT  -          1.080 (meters)        3.54  (feet) COMP
 JU2421  MODELED GRAVITY -    980,113.1   (mgal)                       NAVD 88
 JU2421
 JU2421  VERT ORDER      -  FIRST     CLASS II
 JU2421
 JU2421.The horizontal coordinates were determined by differentially corrected
 JU2421.hand held GPS observations or other comparable positioning techniques
 JU2421.and have an estimated accuracy of +/- 3 meters.
 JU2421
 JU2421.The orthometric height was determined by differential leveling and
 JU2421.adjusted by the NATIONAL GEODETIC SURVEY
 JU2421.in June 1991.
 JU2421
 JU2421.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2421.GEOID18 height accuracy estimate available here.
 JU2421
 JU2421.This Tidal Bench Mark is designated as VM 2715
 JU2421.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2421
 JU2421.Click photographs - Photos may exist for this station.
 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       -    61,103.1     148,361.8     MT  (+/- 3 meters HH1 GPS) 
 JU2421
 JU2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4142359476(NAD 83)
 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
 JU2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2421.See file dsdata.pdf to determine how the superseded data were derived.
 JU2421
 JU2421_MARKER: DJ = TIDAL STATION DISK
 JU2421_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2421_STAMPING: 4657 B 1977
 JU2421_MARK LOGO: NOS
 JU2421_PROJECTION: RECESSED 8 CENTIMETERS
 JU2421_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20180814 MARK NOT FOUND   NJGS
 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.
 JU2421
 JU2421                          STATION RECOVERY (2018)
 JU2421
 JU2421'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 JU2421'THE AREA HAS BEEN REVISED.  INSUFFICIENT REFERENCE OBJECTS EXIST TO
 JU2421'LOCATE THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2422  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2422
 JU2422                         *CURRENT SURVEY CONTROL
 JU2422  ______________________________________________________________________
 JU2422* NAD 83(1986) POSITION- 39 23 01.     (N) 074 31 13.     (W)   SCALED
 JU2422* NAVD 88 ORTHO HEIGHT -     1.204 (meters)        3.95  (feet) ADJUSTED
 JU2422  ______________________________________________________________________
 JU2422  GEOID HEIGHT    -        -34.220 (meters)                     GEOID18
 JU2422  DYNAMIC HEIGHT  -          1.204 (meters)        3.95  (feet) COMP
 JU2422  MODELED GRAVITY -    980,113.2   (mgal)                       NAVD 88
 JU2422
 JU2422  VERT ORDER      -  FIRST     CLASS II
 JU2422
 JU2422.The horizontal coordinates were scaled from a map and have
 JU2422.an estimated accuracy of +/- 6 seconds.
 JU2422
 JU2422.The orthometric height was determined by differential leveling and
 JU2422.adjusted by the NATIONAL GEODETIC SURVEY
 JU2422.in June 1991.
 JU2422
 JU2422.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2422.GEOID18 height accuracy estimate available here.
 JU2422
 JU2422.This Tidal Bench Mark is designated as VM 2716
 JU2422.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2422
 JU2422.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ413594(NAD 83)
 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
 JU2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2422.See file dsdata.pdf to determine how the superseded data were derived.
 JU2422
 JU2422_MARKER: I = METAL ROD
 JU2422_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2422_STAMPING: 4657 C 1977
 JU2422_MARK LOGO: NOS
 JU2422_PROJECTION: RECESSED 5 CENTIMETERS
 JU2422_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20130806 MARK NOT FOUND   USGS
 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.
 JU2422
 JU2422                          STATION RECOVERY (2013)
 JU2422
 JU2422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2013 (SMH)
 JU2422'NOT RECOVERED. REMOVED FOR ROAD WIDENING/BIKE PATH PROJECT BY
 JU2422'ENGINEERING COMPANY
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2423  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2423
 JU2423                         *CURRENT SURVEY CONTROL
 JU2423  ______________________________________________________________________
 JU2423* NAD 83(1986) POSITION- 39 23 04.77   (N) 074 31 14.16   (W)   HD_HELD1
 JU2423* NAVD 88 ORTHO HEIGHT -     1.450 (meters)        4.76  (feet) ADJUSTED
 JU2423  ______________________________________________________________________
 JU2423  GEOID HEIGHT    -        -34.215 (meters)                     GEOID18
 JU2423  DYNAMIC HEIGHT  -          1.449 (meters)        4.75  (feet) COMP
 JU2423  MODELED GRAVITY -    980,113.3   (mgal)                       NAVD 88
 JU2423
 JU2423  VERT ORDER      -  FIRST     CLASS II
 JU2423
 JU2423.The horizontal coordinates were determined by differentially corrected
 JU2423.hand held GPS observations or other comparable positioning techniques
 JU2423.and have an estimated accuracy of +/- 3 meters.
 JU2423
 JU2423.The orthometric height was determined by differential leveling and
 JU2423.adjusted by the NATIONAL GEODETIC SURVEY
 JU2423.in June 1991.
 JU2423
 JU2423.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2423.GEOID18 height accuracy estimate available here.
 JU2423
 JU2423.This Tidal Bench Mark is designated as VM 2717
 JU2423.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2423
 JU2423.Click photographs - Photos may exist for this station.
 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       -    61,200.8     148,225.4     MT  (+/- 3 meters HH1 GPS) 
 JU2423
 JU2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4128659573(NAD 83)
 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
 JU2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2423.See file dsdata.pdf to determine how the superseded data were derived.
 JU2423
 JU2423_MARKER: DJ = TIDAL STATION DISK
 JU2423_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2423_STAMPING: 4657 D 1977
 JU2423_MARK LOGO: NOS
 JU2423_PROJECTION: FLUSH
 JU2423_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2423+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2019
 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  HISTORY     - 20160825 GOOD             PB
 JU2423  HISTORY     - 20161212 GOOD             NJGS
 JU2423  HISTORY     - 20170322 GOOD             NJGS
 JU2423  HISTORY     - 20180220 GOOD             NJGS
 JU2423  HISTORY     - 20190117 GOOD             BOSWEL
 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.
 JU2423
 JU2423                          STATION RECOVERY (2016)
 JU2423
 JU2423'RECOVERY NOTE BY PBS&J 2016 (MJB)
 JU2423'RECOVERED IN GOOD CONDITION.
 JU2423
 JU2423                          STATION RECOVERY (2016)
 JU2423
 JU2423'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU2423'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF
 JU2423'OCEANVILLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF ATLANTIC CITY, IN THE
 JU2423'TOWN OF PLEASANTVILLE, NJ., ON THE NORTHEAST CORNER OF THE T-JUNCTION
 JU2423'OF BAYVIEW AVENUE AND HAMPDEN COURT, BETWEEN A GUY POLE AND IT'S GUY
 JU2423'WIRE.
 JU2423'
 JU2423'TO REACH FROM THE INTERSECTION OF BAYVIEW AVENUE AND SOUTH MAIN STREET
 JU2423'(US HIGHWAY 9), GO 0.35 MI (0.56 KM) EAST-SOUTHEAST ON BAYVIEW AVENUE
 JU2423'TO THE T-JUNCTION WITH HAMPDEN COURT.  TURN LEFT AND GO ABOUT 30 FT
 JU2423'(9.1 M) NORTH-NORTHEAST TO THE STATION ON THE RIGHT.
 JU2423'
 JU2423'IT IS 15 FT (4.6 M) EAST-SOUTHEAST OF THE EAST CURB OF HAMPDEN COURT,
 JU2423'5.3 EAST-SOUTHEAST OF A GUY POLE WITH NO NUMBER, 64.5 FT (19.7 M)
 JU2423'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM POLE NUMBER L9644, 45.5 FT
 JU2423'(13.9 M) NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 JU2423'SURROUNDING A PUMPING STATION, 112.5 FT (34.3 M) NORTHEAST OF THE
 JU2423'CENTERLINE OF BAYVIEW AVENUE, 30 FT (9.1 M) EAST-SOUTHEAST OF THE
 JU2423'CENTERLINE OF HAMPDEN COURT.
 JU2423
 JU2423                          STATION RECOVERY (2017)
 JU2423
 JU2423'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MI)
 JU2423'THE MARK IS ALSO 10.1 M (33.1 FT) EAST-SOUTHEAST FROM THE CENTERLINE
 JU2423'OF HAMPDEN COURT, 35 M (114.8 FT) NORTHEAST FROM THE CENTERLINE OF
 JU2423'BAYVIEW AVENUE AND 2 M (6.6 FT) EAST-SOUTHEAST FROM A UTILITY POLE
 JU2423'WITH NO NUMBER.
 JU2423
 JU2423                          STATION RECOVERY (2018)
 JU2423
 JU2423'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU2423'RECOVERED IN GOOD CONDITION.
 JU2423
 JU2423                          STATION RECOVERY (2019)
 JU2423
 JU2423'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (AB)
 JU2423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2424  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2424
 JU2424                         *CURRENT SURVEY CONTROL
 JU2424  ______________________________________________________________________
 JU2424* NAD 83(1986) POSITION- 39 23 08.50   (N) 074 31 11.86   (W)   HD_HELD1
 JU2424* NAVD 88 ORTHO HEIGHT -     1.300 (meters)        4.27  (feet) ADJUSTED
 JU2424  ______________________________________________________________________
 JU2424  GEOID HEIGHT    -        -34.212 (meters)                     GEOID18
 JU2424  DYNAMIC HEIGHT  -          1.299 (meters)        4.26  (feet) COMP
 JU2424  MODELED GRAVITY -    980,113.4   (mgal)                       NAVD 88
 JU2424
 JU2424  VERT ORDER      -  FIRST     CLASS II
 JU2424
 JU2424.The horizontal coordinates were determined by differentially corrected
 JU2424.hand held GPS observations or other comparable positioning techniques
 JU2424.and have an estimated accuracy of +/- 3 meters.
 JU2424
 JU2424.The orthometric height was determined by differential leveling and
 JU2424.adjusted by the NATIONAL GEODETIC SURVEY
 JU2424.in August 2018.
 JU2424
 JU2424.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2424.GEOID18 height accuracy estimate available here.
 JU2424
 JU2424.This Tidal Bench Mark is designated as VM 2718
 JU2424.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2424
 JU2424.Click photographs - Photos may exist for this station.
 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       -    61,315.8     148,280.4     MT  (+/- 3 meters HH1 GPS) 
 JU2424
 JU2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4134059688(NAD 83)
 JU2424
 JU2424                          SUPERSEDED SURVEY CONTROL
 JU2424
 JU2424  NAVD 88 (06/15/91)    1.302  (m)            4.27   (f) SUPERSEDED  1 2
 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
 JU2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2424.See file dsdata.pdf to determine how the superseded data were derived.
 JU2424
 JU2424_MARKER: DJ = TIDAL STATION DISK
 JU2424_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2424_STAMPING: 4657 E 1977
 JU2424_MARK LOGO: NOS
 JU2424_PROJECTION: RECESSED 8 CENTIMETERS
 JU2424_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20170725 GOOD             NJGS
 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.
 JU2424
 JU2424                          STATION RECOVERY (2017)
 JU2424
 JU2424'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU2424'RECOVERED IN GOOD CONDITION.
 JU2424'
 JU2424'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST
 JU2424'OF OCEANVILLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF ATLANTIC CITY AND IN
 JU2424'THE TOWN OF PLEASANTVILLE, NJ.
 JU2424'
 JU2424'TO REACH FROM THE INTERSECTION OF BAYVIEW AVENUE AND U.S. HIGHWAY 9 (S
 JU2424'MAIN STREET), GO 0.35 MI (0.56 KM) EAST-SOUTHEAST ON BAYVIEW AVENUE TO
 JU2424'THE T-JUNCTION WITH HAMPDEN COURT.  TURN LEFT AND GO ABOUT 0.1 MI (0.2
 JU2424'KM) NORTHEAST TO THE STATION ON THE RIGHT.
 JU2424'
 JU2424'IT IS 17.8 FT (5.4 M) SOUTHEAST OF THE SOUTHEAST CURB, 29.4 FT (9.0 M)
 JU2424'SOUTH OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE FOR RANDALL'S
 JU2424'CLAMMING, INCORPORATED AND 63 FT (19.2 M) SOUTHEAST AND ACROSS THE
 JU2424'ROAD FROM POLE NUMBER P22232.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU4071  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4071
 JU4071                         *CURRENT SURVEY CONTROL
 JU4071  ______________________________________________________________________
 JU4071* NAD 83(1986) POSITION- 39 21 47.     (N) 074 25 13.     (W)   SCALED
 JU4071* NAVD 88 ORTHO HEIGHT -     2.202 (meters)        7.22  (feet) ADJUSTED
 JU4071  ______________________________________________________________________
 JU4071  GEOID HEIGHT    -        -34.428 (meters)                     GEOID18
 JU4071  DYNAMIC HEIGHT  -          2.201 (meters)        7.22  (feet) COMP
 JU4071  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 JU4071
 JU4071  VERT ORDER      -  FIRST     CLASS II
 JU4071
 JU4071.The horizontal coordinates were scaled from a map and have
 JU4071.an estimated accuracy of +/- 6 seconds.
 JU4071
 JU4071.The orthometric height was determined by differential leveling and
 JU4071.adjusted by the NATIONAL GEODETIC SURVEY
 JU4071.in June 1991.
 JU4071
 JU4071.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4071.GEOID18 height accuracy estimate available here.
 JU4071
 JU4071.This Tidal Bench Mark is designated as VM 10816
 JU4071.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU4071
 JU4071.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ499572(NAD 83)
 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
 JU4071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4071.See file dsdata.pdf to determine how the superseded data were derived.
 JU4071
 JU4071_MARKER: DJ = TIDAL STATION DISK
 JU4071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU4071_STAMPING: 4720 B 1979
 JU4071_MARK LOGO: NOS
 JU4071_PROJECTION: RECESSED 3 CENTIMETERS
 JU4071_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4071_STABILITY: B = PROBABLY HOLD 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  HISTORY     - 20170228 MARK NOT FOUND   NJGS
 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.
 JU4071
 JU4071                          STATION RECOVERY (2017)
 JU4071
 JU4071'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4071'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE STATION.  THE OLD
 JU4071'FIRE HOUSE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG5884 ***********************************************************************
 DG5884  DESIGNATION -  853 4720 C TIDAL
 DG5884  PID         -  DG5884
 DG5884  STATE/COUNTY-  NJ/ATLANTIC
 DG5884  COUNTRY     -  US
 DG5884  USGS QUAD   -  ATLANTIC CITY (2019)
 DG5884
 DG5884                         *CURRENT SURVEY CONTROL
 DG5884  ______________________________________________________________________
 DG5884* NAD 83(1986) POSITION- 39 21 31.37   (N) 074 25 16.15   (W)   HD_HELD1
 DG5884* NAVD 88 ORTHO HEIGHT -     1.694 (meters)        5.56  (feet) ADJUSTED
 DG5884  ______________________________________________________________________
 DG5884  GEOID HEIGHT    -        -34.445 (meters)                     GEOID18
 DG5884  DYNAMIC HEIGHT  -          1.693 (meters)        5.55  (feet) COMP
 DG5884  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 DG5884
 DG5884  VERT ORDER      -  FIRST     CLASS II
 DG5884
 DG5884.The horizontal coordinates were determined by differentially corrected
 DG5884.hand held GPS observations or other comparable positioning techniques
 DG5884.and have an estimated accuracy of +/- 3 meters.
 DG5884
 DG5884.The orthometric height was determined by differential leveling and
 DG5884.adjusted by the NATIONAL GEODETIC SURVEY
 DG5884.in August 2018.
 DG5884
 DG5884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5884.GEOID18 height accuracy estimate available here.
 DG5884
 DG5884.Click photographs - Photos may exist for this station.
 DG5884
 DG5884.The dynamic height is computed by dividing the NAVD 88
 DG5884.geopotential number by the normal gravity value computed on the
 DG5884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5884.degrees latitude (g = 980.6199 gals.).
 DG5884
 DG5884.The modeled gravity was interpolated from observed gravity values.
 DG5884
 DG5884;                    North         East    Units  Estimated Accuracy
 DG5884;SPC NJ       -    58,323.5     156,795.0     MT  (+/- 3 meters HH1 GPS) 
 DG5884
 DG5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4986956744(NAD 83)
 DG5884
 DG5884                          SUPERSEDED SURVEY CONTROL
 DG5884
 DG5884  NAVD 88 (06/24/08)    1.693  (m)            5.55   (f) SUPERSEDED  3 0
 DG5884
 DG5884.Superseded values are not recommended for survey control.
 DG5884
 DG5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5884.See file dsdata.pdf to determine how the superseded data were derived.
 DG5884
 DG5884_MARKER: DJ = TIDAL STATION DISK
 DG5884_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5884_SP_SET: DOORWAY SIDEWALK
 DG5884_STAMPING: 4720 C 1981
 DG5884_MARK LOGO: NOS
 DG5884_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5884+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DG5884
 DG5884  HISTORY     - Date     Condition        Report By
 DG5884  HISTORY     - 1981     MONUMENTED       NOS
 DG5884  HISTORY     - 19950524 GOOD             NOS
 DG5884  HISTORY     - 20170518 GOOD             NJGS
 DG5884
 DG5884                          STATION DESCRIPTION
 DG5884
 DG5884'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 DG5884'THE BENCH MARK IS SET IN THE CONCRETE SIDEWALK NEAR THE INTERSECTION
 DG5884'OF PENNSYLVANIA AVENUE AND THE BOARDWALK, 33.8 M (110.9 FT) WEST OF
 DG5884'THE NE CORNER OF THE RESORTS CASINO, 5.3 M (17.4 FT) WSW OF A 1.5 M
 DG5884'(4.9 FT) CONCRETE WALL, AND 1.1 M (3.6 FT) NORTH OF THE SECOND DOOR
 DG5884'LEADING INTO THE CASINO.
 DG5884
 DG5884                          STATION RECOVERY (2017)
 DG5884
 DG5884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DG5884'RECOVERED IN GOOD CONDITION.
 DG5884'
 DG5884'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-SOUTHEAST
 DG5884'OF PLEASANTVILLE, 4.6 MI (7.4 KM) SOUTHWEST OF BRIGANTINE AND IN THE
 DG5884'TOWN OF ATLANTIC CITY, NJ.
 DG5884'
 DG5884'THE STATION IS SET IN THE CONCRETE SIDEWALK IN THE SECOND DOORWAY
 DG5884'ENTRANCE ALCOVE LEADING INTO THE NORTHEAST SIDE OF RESORTS CASINO FROM
 DG5884'PENNSYLVANIA AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG5883 ***********************************************************************
 DG5883  DESIGNATION -  853 4720 F TIDAL
 DG5883  PID         -  DG5883
 DG5883  STATE/COUNTY-  NJ/ATLANTIC
 DG5883  COUNTRY     -  US
 DG5883  USGS QUAD   -  ATLANTIC CITY (2019)
 DG5883
 DG5883                         *CURRENT SURVEY CONTROL
 DG5883  ______________________________________________________________________
 DG5883* NAD 83(1986) POSITION- 39 21 22.57   (N) 074 25 06.63   (W)   HD_HELD1
 DG5883* NAVD 88 ORTHO HEIGHT -     8.245 (meters)       27.05  (feet) ADJUSTED
 DG5883  ______________________________________________________________________
 DG5883  GEOID HEIGHT    -        -34.459 (meters)                     GEOID18
 DG5883  DYNAMIC HEIGHT  -          8.241 (meters)       27.04  (feet) COMP
 DG5883  MODELED GRAVITY -    980,105.2   (mgal)                       NAVD 88
 DG5883
 DG5883  VERT ORDER      -  THIRD
 DG5883
 DG5883.The horizontal coordinates were determined by differentially corrected
 DG5883.hand held GPS observations or other comparable positioning techniques
 DG5883.and have an estimated accuracy of +/- 3 meters.
 DG5883
 DG5883.The orthometric height was determined by differential leveling and
 DG5883.adjusted by the NATIONAL GEODETIC SURVEY
 DG5883.in June 2008.
 DG5883
 DG5883.No vertical observational check was made to the station.
 DG5883
 DG5883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5883.GEOID18 height accuracy estimate available here.
 DG5883
 DG5883.Click photographs - Photos may exist for this station.
 DG5883
 DG5883.The dynamic height is computed by dividing the NAVD 88
 DG5883.geopotential number by the normal gravity value computed on the
 DG5883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5883.degrees latitude (g = 980.6199 gals.).
 DG5883
 DG5883.The modeled gravity was interpolated from observed gravity values.
 DG5883
 DG5883;                    North         East    Units  Estimated Accuracy
 DG5883;SPC NJ       -    58,052.3     157,023.1     MT  (+/- 3 meters HH1 GPS) 
 DG5883
 DG5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5009956474(NAD 83)
 DG5883
 DG5883                          SUPERSEDED SURVEY CONTROL
 DG5883
 DG5883.No superseded survey control is available for this station.
 DG5883
 DG5883_MARKER: DJ = TIDAL STATION DISK
 DG5883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5883_SP_SET: PIER
 DG5883_STAMPING: 4720 F 1991
 DG5883_MARK LOGO: NOS
 DG5883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5883
 DG5883  HISTORY     - Date     Condition        Report By
 DG5883  HISTORY     - 1991     MONUMENTED       NOS
 DG5883  HISTORY     - 19950524 GOOD             NOS
 DG5883  HISTORY     - 20180711 GOOD             NJGS
 DG5883
 DG5883                          STATION DESCRIPTION
 DG5883
 DG5883'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 DG5883'THE BENCH MARK IS SET IN THE CONCRETE ON THE SW SIDE ON THE 4TH LEVEL
 DG5883'OF THE OF THE TAJ MAHAL PIER, 25.3 M (83.0 FT) WSW OF THE WESTERN
 DG5883'CORNER OF THE TIDE STATION, 8.6 M (28.2 FT) NW OF THE SOUTH CORNER OF
 DG5883'THE CHAIN LINK FENCE, AND 1.4 M (4.6 FT) NE OF THE SW EDGE OF THE
 DG5883'PIER.
 DG5883
 DG5883                          STATION RECOVERY (2018)
 DG5883
 DG5883'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DG5883'NOTE-THE PIER IS CALLED THE STEEL PIER.
 DG5883'
 DG5883'ADDITIONAL NOTE-THE TIDAL STATION WAS MISSING.
 DG5883'
 DG5883'THE STATION IS 11.4 M (37.4 FT) NORTH-NORTHWEST OF SOUTH-SOUTHEAST
 DG5883'EDGE OF THE PIER, 10.4 M (34.1 FT) SOUTH-SOUTHEAST OF METAL ELECTRICAL
 DG5883'BOX WITH LARGE SWITCH, 2.4 M (7.9 FT) WEST-SOUTHWEST OF BAR
 DG5883'COUNTERTOP, 1.2 M (3.9 FT) EAST-NORTHEAST OF WEST-SOUTHWEST EDGE OF
 DG5883'THE PIER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG5885 ***********************************************************************
 DG5885  TIDAL BM    -  This is a Tidal Bench Mark.
 DG5885  DESIGNATION -  853 4720 H TIDAL
 DG5885  PID         -  DG5885
 DG5885  STATE/COUNTY-  NJ/ATLANTIC
 DG5885  COUNTRY     -  US
 DG5885  USGS QUAD   -  ATLANTIC CITY (2019)
 DG5885
 DG5885                         *CURRENT SURVEY CONTROL
 DG5885  ______________________________________________________________________
 DG5885* NAD 83(1986) POSITION- 39 21 44.58   (N) 074 25 20.00   (W)   HD_HELD1
 DG5885* NAVD 88 ORTHO HEIGHT -     2.502 (meters)        8.21  (feet) ADJUSTED
 DG5885  ______________________________________________________________________
 DG5885  GEOID HEIGHT    -        -34.429 (meters)                     GEOID18
 DG5885  DYNAMIC HEIGHT  -          2.501 (meters)        8.21  (feet) COMP
 DG5885  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 DG5885
 DG5885  VERT ORDER      -  FIRST     CLASS II
 DG5885
 DG5885.The horizontal coordinates were determined by differentially corrected
 DG5885.hand held GPS observations or other comparable positioning techniques
 DG5885.and have an estimated accuracy of +/- 3 meters.
 DG5885
 DG5885.The orthometric height was determined by differential leveling and
 DG5885.adjusted by the NATIONAL GEODETIC SURVEY
 DG5885.in August 2018.
 DG5885
 DG5885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5885.GEOID18 height accuracy estimate available here.
 DG5885
 DG5885.This Tidal Bench Mark is designated as VM 10352
 DG5885.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DG5885
 DG5885.Click photographs - Photos may exist for this station.
 DG5885
 DG5885.The dynamic height is computed by dividing the NAVD 88
 DG5885.geopotential number by the normal gravity value computed on the
 DG5885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5885.degrees latitude (g = 980.6199 gals.).
 DG5885
 DG5885.The modeled gravity was interpolated from observed gravity values.
 DG5885
 DG5885;                    North         East    Units  Estimated Accuracy
 DG5885;SPC NJ       -    58,730.7     156,702.4     MT  (+/- 3 meters HH1 GPS) 
 DG5885
 DG5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4977457151(NAD 83)
 DG5885
 DG5885                          SUPERSEDED SURVEY CONTROL
 DG5885
 DG5885  NAVD 88 (06/24/08)    2.500  (m)            8.20   (f) SUPERSEDED  3 0
 DG5885
 DG5885.Superseded values are not recommended for survey control.
 DG5885
 DG5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5885.See file dsdata.pdf to determine how the superseded data were derived.
 DG5885
 DG5885_MARKER: DJ = TIDAL STATION DISK
 DG5885_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG5885+WITH SETTING: PAVEMENT
 DG5885_SP_SET: SIGN FOUNDATION
 DG5885_STAMPING: 4720 H 1993
 DG5885_MARK LOGO: NOS
 DG5885_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5885+STABILITY: SURFACE MOTION
 DG5885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5885+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DG5885
 DG5885  HISTORY     - Date     Condition        Report By
 DG5885  HISTORY     - 1993     MONUMENTED       NOS
 DG5885  HISTORY     - 19950524 GOOD             NOS
 DG5885  HISTORY     - 20170518 GOOD             NJGS
 DG5885
 DG5885                          STATION DESCRIPTION
 DG5885
 DG5885'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 DG5885'THE BENCH MARK IS SET IN THE CONCRETE FOUNDATION OF THE TAJ MAHAL SIGN
 DG5885'AT THE INTERSECTION OF PACIFIC AND VIRGINIA AVENUES, 34.4 M (112.9 FT)
 DG5885'SE OF THE SE CORNER OF WHAT WAS JIMMIES RESTURAUNT (NOW ABANDONED) ,
 DG5885'27.7 M (90.9 FT) WEST OF THE MEDIAN OF VIRGINIA AVENUE, 17.0 M (55.8
 DG5885'FT) SOUTH OF THE CENTERLINE OF PACIFIC AVENUE, AND APPROXIMATELY 0.2 M
 DG5885'(0.7 FT) ABOVE GRADE.
 DG5885
 DG5885                          STATION RECOVERY (2017)
 DG5885
 DG5885'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DG5885'RECOVERED IN GOOD CONDITION.
 DG5885'
 DG5885'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-SOUTHEAST
 DG5885'OF PLEASANTVILLE, 4.5 MI (7.2 KM) SOUTHWEST OF BRIGANTINE AND IN THE
 DG5885'TOWN OF ATLANTIC CITY, NJ.
 DG5885'
 DG5885'THE STATION IS SET IN THE CONCRETE FOUNDATION OF THE TAJ MAHAL SIGN,
 DG5885'BEHIND THE MOST NORTHWESTERLY OF THREE ELEPHANT STATUES FOR THE TAJ
 DG5885'MAHAL, AT THE SOUTHWEST CORNER OF PACIFIC AND VIRGINIA AVENUES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8259 ***********************************************************************
 DQ8259  DESIGNATION -  853 4720 I TIDAL
 DQ8259  PID         -  DQ8259
 DQ8259  STATE/COUNTY-  NJ/ATLANTIC
 DQ8259  COUNTRY     -  US
 DQ8259  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8259
 DQ8259                         *CURRENT SURVEY CONTROL
 DQ8259  ______________________________________________________________________
 DQ8259* NAD 83(1986) POSITION- 39 21 38.55   (N) 074 25 30.34   (W)   HD_HELD1
 DQ8259* NAVD 88 ORTHO HEIGHT -     4.305 (meters)       14.12  (feet) ADJUSTED
 DQ8259  ______________________________________________________________________
 DQ8259  GEOID HEIGHT    -        -34.432 (meters)                     GEOID18
 DQ8259  DYNAMIC HEIGHT  -          4.302 (meters)       14.11  (feet) COMP
 DQ8259  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 DQ8259
 DQ8259  VERT ORDER      -  FIRST     CLASS II
 DQ8259
 DQ8259.The horizontal coordinates were determined by differentially corrected
 DQ8259.hand held GPS observations or other comparable positioning techniques
 DQ8259.and have an estimated accuracy of +/- 3 meters.
 DQ8259
 DQ8259.The orthometric height was determined by differential leveling and
 DQ8259.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8259.in August 2018.
 DQ8259
 DQ8259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8259.GEOID18 height accuracy estimate available here.
 DQ8259
 DQ8259.Click photographs - Photos may exist for this station.
 DQ8259
 DQ8259.The dynamic height is computed by dividing the NAVD 88
 DQ8259.geopotential number by the normal gravity value computed on the
 DQ8259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8259.degrees latitude (g = 980.6199 gals.).
 DQ8259
 DQ8259.The modeled gravity was interpolated from observed gravity values.
 DQ8259
 DQ8259;                    North         East    Units  Estimated Accuracy
 DQ8259;SPC NJ       -    58,544.6     156,455.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8259
 DQ8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4952856963(NAD 83)
 DQ8259
 DQ8259                          SUPERSEDED SURVEY CONTROL
 DQ8259
 DQ8259.No superseded survey control is available for this station.
 DQ8259
 DQ8259_MARKER: DJ = TIDAL STATION DISK
 DQ8259_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8259_SP_SET: LOADING DOCK FOUNDATION
 DQ8259_STAMPING: 4720 I 1993
 DQ8259_MARK LOGO: NOS
 DQ8259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8259+STABILITY: SURFACE MOTION
 DQ8259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8259+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8259
 DQ8259  HISTORY     - Date     Condition        Report By
 DQ8259  HISTORY     - 1993     MONUMENTED       NOS
 DQ8259  HISTORY     - 20170518 GOOD             NJGS
 DQ8259
 DQ8259                          STATION DESCRIPTION
 DQ8259
 DQ8259'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8259'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST-SOUTHEAST OF
 DQ8259'PLEASANTVILLE, 4.7 MI (7.6 KM) SOUTHWEST OF BRIGANTINE AND IN THE TOWN
 DQ8259'OF ATLANTIC CITY, NJ.
 DQ8259'
 DQ8259'IN ATLANTIC CITY, IN THE REAR OF THE MARRIOT COURTYARD HOTEL AT THE
 DQ8259'SOUTHEAST CORNER OF PACIFIC AVENUE AND S CAROLINA AVENUE, SET IN A
 DQ8259'DRILL HOLE IN THE CONCRETE LOADING DOCK FOUNDATION, IN THE CENTER OF
 DQ8259'THE DOCK AGAINST THE NORTHEAST FACING WALL AT THE SOUTHEAST CORNER OF
 DQ8259'THE BUILDING.
 DQ8259'
 DQ8259'IT IS 111 FT (33.8 M) NORTHEAST OF THE CENTERLINE OF S CAROLINA
 DQ8259'AVENUE, 190 FT (57.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF PACIFIC
 DQ8259'AVENUE, 16 FT (4.9 M) NORTH-NORTHWEST OF THE STEPS LEADING TO THE
 DQ8259'LOADING BAY, 13 FT (4.0 M) NORTHEAST OF THE CENTER OF THE SOUTHERLY
 DQ8259'ENTRANCE TO THE HOTEL, ABOUT 2 FT (0.6 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU0312  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0312
 JU0312                         *CURRENT SURVEY CONTROL
 JU0312  ______________________________________________________________________
 JU0312* NAD 83(1986) POSITION- 39 21 33.52   (N) 074 25 52.00   (W)   HD_HELD1
 JU0312* NAVD 88 ORTHO HEIGHT -     2.846 (meters)        9.34  (feet) ADJUSTED
 JU0312  ______________________________________________________________________
 JU0312  GEOID HEIGHT    -        -34.432 (meters)                     GEOID18
 JU0312  DYNAMIC HEIGHT  -          2.844 (meters)        9.33  (feet) COMP
 JU0312  MODELED GRAVITY -    980,106.3   (mgal)                       NAVD 88
 JU0312
 JU0312  VERT ORDER      -  FIRST     CLASS I
 JU0312
 JU0312.The horizontal coordinates were determined by differentially corrected
 JU0312.hand held GPS observations or other comparable positioning techniques
 JU0312.and have an estimated accuracy of +/- 3 meters.
 JU0312
 JU0312.The orthometric height was determined by differential leveling and
 JU0312.adjusted by the NATIONAL GEODETIC SURVEY
 JU0312.in June 1991.
 JU0312
 JU0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0312.GEOID18 height accuracy estimate available here.
 JU0312
 JU0312.This Tidal Bench Mark is designated as VM 11018
 JU0312.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0312
 JU0312.Click photographs - Photos may exist for this station.
 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       -    58,389.1     155,936.7     MT  (+/- 3 meters HH1 GPS) 
 JU0312
 JU0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4901156805(NAD 83)
 JU0312
 JU0312                          SUPERSEDED SURVEY CONTROL
 JU0312
 JU0312  NGVD 29 (04/16/92)    3.250  (m)           10.66   (f) ADJUSTED    1 1
 JU0312  NGVD 29 (01/10/92)    3.250  (m)           10.66   (f) SUPERSEDED  1 1
 JU0312  NGVD 29 (??/??/87)    3.250  (m)           10.66   (f) SUPERSEDED  1 1
 JU0312
 JU0312.Superseded values are not recommended for survey control.
 JU0312
 JU0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0312.See file dsdata.pdf to determine how the superseded data were derived.
 JU0312
 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 - May 18, 2017
 JU0312
 JU0312  HISTORY     - Date     Condition        Report By
 JU0312  HISTORY     - 1911     MONUMENTED       CGS
 JU0312  HISTORY     - 1963     GOOD             CGS
 JU0312  HISTORY     - 19891030 GOOD             NJGS
 JU0312  HISTORY     - 20070209 GOOD             UE
 JU0312  HISTORY     - 20170518 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.
 JU0312
 JU0312                          STATION RECOVERY (2007)
 JU0312
 JU0312'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0312'BUILDING IS NOW CARNEGIE LIBRARY CENTER / RICHARD STOCKTON COLLEGE
 JU0312
 JU0312                          STATION RECOVERY (2017)
 JU0312
 JU0312'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0312'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-SOUTHEAST
 JU0312'OF PLEASANTVILLE, 5.0 MI (8.0 KM) SOUTHWEST OF BRIGANTINE, IN THE TOWN
 JU0312'OF ATLANTIC CITY, NJ.
 JU0312'
 JU0312'THE STATION IS A CHISELED CROSS-CUT SET IN THE DARK-COLORED GRANITE
 JU0312'STEP SIDING ON THE SOUTHEAST SIDE OF THE ENTRANCE TO THE CARNEGIE
 JU0312'LIBRARY CENTER (RICHARD STOCKTON COLLEGE), FORMERLY THE ATLANTIC CITY
 JU0312'PUBLIC LIBRARY BUILDING.  THE LIBRARY IS ON THE NORTHEAST CORNER OF
 JU0312'THE JUNCTION OF MARTIN LUTHER BOULEVARD AND PACIFIC AVE.
 JU0312'
 JU0312'THE STATION IS 0.08 M (0.3 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 JU0312'BUILDING WALL, 1.05 M (3.4 FT) SOUTHEAST OF THE WEST END OF THE STEP
 JU0312'SIDING, 4.4 M (14.4 FT) NORTHEAST OF THE NORTHEAST CURB LINE OF MARTIN
 JU0312'LUTHER KING BOULEVARD, 19.15 M (62.8 FT) NORTHWEST OF THE NORTHWEST
 JU0312'CURB LINE OF PACIFIC AVENUE AND 3.05 M (10.0 FT) SOUTHEAST OF THE
 JU0312'CENTERLINE OF THE DOORWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU0317  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0317
 JU0317                         *CURRENT SURVEY CONTROL
 JU0317  ______________________________________________________________________
 JU0317* NAD 83(1986) POSITION- 39 21 43.     (N) 074 25 23.     (W)   SCALED
 JU0317* NAVD 88 ORTHO HEIGHT -     2.762 (meters)        9.06  (feet) ADJUSTED
 JU0317  ______________________________________________________________________
 JU0317  GEOID HEIGHT    -        -34.429 (meters)                     GEOID18
 JU0317  DYNAMIC HEIGHT  -          2.760 (meters)        9.06  (feet) COMP
 JU0317  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 JU0317
 JU0317  VERT ORDER      -  FIRST     CLASS I
 JU0317
 JU0317.The horizontal coordinates were scaled from a map and have
 JU0317.an estimated accuracy of +/- 6 seconds.
 JU0317
 JU0317.The orthometric height was determined by differential leveling and
 JU0317.adjusted by the NATIONAL GEODETIC SURVEY
 JU0317.in June 1991.
 JU0317
 JU0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0317.GEOID18 height accuracy estimate available here.
 JU0317
 JU0317.This Tidal Bench Mark is designated as VM 10813
 JU0317.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0317
 JU0317.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ497571(NAD 83)
 JU0317
 JU0317                          SUPERSEDED SURVEY CONTROL
 JU0317
 JU0317  NGVD 29 (01/10/92)    3.169  (m)           10.40   (f) ADJUSTED    1 1
 JU0317  NGVD 29 (??/??/87)    3.176  (m)           10.42   (f) SUPERSEDED  1 1
 JU0317
 JU0317.Superseded values are not recommended for survey control.
 JU0317
 JU0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0317.See file dsdata.pdf to determine how the superseded data were derived.
 JU0317
 JU0317_MARKER: DB = BENCH MARK DISK
 JU0317_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU0317_SP_SET: BUILDING
 JU0317_STAMPING: 10.472 26 1911
 JU0317_MARK LOGO: CGS
 JU0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0317+STABILITY: SURFACE MOTION
 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  HISTORY     - 20170228 MARK NOT FOUND   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.
 JU0317
 JU0317                          STATION RECOVERY (2017)
 JU0317
 JU0317'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0317'THE STATION WAS NOT RECOVERED.  THE STRUCTURE, POST OFFICE BUILDING,
 JU0317'INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU0311  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0311
 JU0311                         *CURRENT SURVEY CONTROL
 JU0311  ______________________________________________________________________
 JU0311* NAD 83(1986) POSITION- 39 21 30.     (N) 074 26 02.     (W)   SCALED
 JU0311* NAVD 88 ORTHO HEIGHT -     2.543 (meters)        8.34  (feet) ADJUSTED
 JU0311  ______________________________________________________________________
 JU0311  GEOID HEIGHT    -        -34.433 (meters)                     GEOID18
 JU0311  DYNAMIC HEIGHT  -          2.541 (meters)        8.34  (feet) COMP
 JU0311  MODELED GRAVITY -    980,106.3   (mgal)                       NAVD 88
 JU0311
 JU0311  VERT ORDER      -  FIRST     CLASS I
 JU0311
 JU0311.The horizontal coordinates were scaled from a map and have
 JU0311.an estimated accuracy of +/- 6 seconds.
 JU0311
 JU0311.The orthometric height was determined by differential leveling and
 JU0311.adjusted by the NATIONAL GEODETIC SURVEY
 JU0311.in June 1991.
 JU0311
 JU0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0311.GEOID18 height accuracy estimate available here.
 JU0311
 JU0311.This Tidal Bench Mark is designated as VM 10814
 JU0311.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0311
 JU0311.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ487566(NAD 83)
 JU0311
 JU0311                          SUPERSEDED SURVEY CONTROL
 JU0311
 JU0311  NGVD 29 (04/16/92)    2.946  (m)            9.67   (f) ADJUSTED    1 1
 JU0311  NGVD 29 (01/10/92)    2.946  (m)            9.67   (f) SUPERSEDED  1 1
 JU0311  NGVD 29 (??/??/87)    2.946  (m)            9.67   (f) SUPERSEDED  1 1
 JU0311
 JU0311.Superseded values are not recommended for survey control.
 JU0311
 JU0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0311.See file dsdata.pdf to determine how the superseded data were derived.
 JU0311
 JU0311_MARKER: DB = BENCH MARK 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  HISTORY     - 20070209 MARK NOT FOUND   UE
 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.
 JU0311
 JU0311                          STATION RECOVERY (2007)
 JU0311
 JU0311'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0311'AREA IS NOW A PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU0315  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0315
 JU0315                         *CURRENT SURVEY CONTROL
 JU0315  ______________________________________________________________________
 JU0315* NAD 83(1986) POSITION- 39 21 36.37   (N) 074 25 42.34   (W)   HD_HELD1
 JU0315* NAVD 88 ORTHO HEIGHT -     2.103 (meters)        6.90  (feet) ADJUSTED
 JU0315  ______________________________________________________________________
 JU0315  GEOID HEIGHT    -        -34.431 (meters)                     GEOID18
 JU0315  DYNAMIC HEIGHT  -          2.102 (meters)        6.90  (feet) COMP
 JU0315  MODELED GRAVITY -    980,106.3   (mgal)                       NAVD 88
 JU0315
 JU0315  VERT ORDER      -  FIRST     CLASS II
 JU0315
 JU0315.The horizontal coordinates were determined by differentially corrected
 JU0315.hand held GPS observations or other comparable positioning techniques
 JU0315.and have an estimated accuracy of +/- 3 meters.
 JU0315
 JU0315.The orthometric height was determined by differential leveling and
 JU0315.adjusted by the NATIONAL GEODETIC SURVEY
 JU0315.in August 2018.
 JU0315
 JU0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0315.GEOID18 height accuracy estimate available here.
 JU0315
 JU0315.This Tidal Bench Mark is designated as VM 10815
 JU0315.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0315
 JU0315.Click photographs - Photos may exist for this station.
 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       -    58,477.1     156,167.9     MT  (+/- 3 meters HH1 GPS) 
 JU0315
 JU0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4924156894(NAD 83)
 JU0315
 JU0315                          SUPERSEDED SURVEY CONTROL
 JU0315
 JU0315  NAVD 88 (06/15/91)    2.118  (m)            6.95   (f) SUPERSEDED  1 2
 JU0315  NGVD 29 (??/??/??)    2.53   (m)            8.3    (f) RESET       3  
 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
 JU0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0315.See file dsdata.pdf to determine how the superseded data were derived.
 JU0315
 JU0315_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0315+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2018
 JU0315
 JU0315  HISTORY     - Date     Condition        Report By
 JU0315  HISTORY     - 1973     MONUMENTED       NGS
 JU0315  HISTORY     - 1973     GOOD             NGS
 JU0315  HISTORY     - 19891030 GOOD             NJGS
 JU0315  HISTORY     - 20070209 GOOD             UE
 JU0315  HISTORY     - 20141216 GOOD             INDIV
 JU0315  HISTORY     - 20170518 GOOD             NJGS
 JU0315  HISTORY     - 20180502 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.
 JU0315
 JU0315                          STATION RECOVERY (2007)
 JU0315
 JU0315'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0315'RECOVERED IN GOOD CONDITION.
 JU0315
 JU0315                          STATION RECOVERY (2014)
 JU0315
 JU0315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 JU0315'RECOVERED IN GOOD CONDITION. THE ADJACENT BUILDING IS NOW KNOWN AS
 JU0315'CAPE BANK.
 JU0315
 JU0315                          STATION RECOVERY (2017)
 JU0315
 JU0315'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0315'RECOVERED IN GOOD CONDITION.
 JU0315'
 JU0315'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST-SOUTHEAST
 JU0315'OF PLEASANTVILLE, 4.8 MI (7.7 KM) SOUTHWEST OF BRIGANTINE AND IN THE
 JU0315'TOWN OF ATLANTIC CITY, NJ.
 JU0315'
 JU0315'NOTE-THE BANK IS NOW CALLED THE OCEAN FIRST BANK.
 JU0315
 JU0315                          STATION RECOVERY (2018)
 JU0315
 JU0315'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU0315'NOTE-OCEAN FIRST BANK IS SET TO CLOSE IN JUNE 2018.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9167 ***********************************************************************
 AH9167  DESIGNATION -  853 4721 A TIDAL
 AH9167  PID         -  AH9167
 AH9167  STATE/COUNTY-  NJ/ATLANTIC
 AH9167  COUNTRY     -  US
 AH9167  USGS QUAD   -  ATLANTIC CITY (2019)
 AH9167
 AH9167                         *CURRENT SURVEY CONTROL
 AH9167  ______________________________________________________________________
 AH9167* NAD 83(1986) POSITION- 39 21 15.30   (N) 074 27 25.20   (W)   HD_HELD1
 AH9167* NAVD 88 ORTHO HEIGHT -     3.744 (meters)       12.28  (feet) ADJUSTED
 AH9167  ______________________________________________________________________
 AH9167  GEOID HEIGHT    -        -34.425 (meters)                     GEOID18
 AH9167  DYNAMIC HEIGHT  -          3.742 (meters)       12.28  (feet) COMP
 AH9167  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 AH9167
 AH9167  VERT ORDER      -  FIRST     CLASS II
 AH9167
 AH9167.The horizontal coordinates were determined by differentially corrected
 AH9167.hand held GPS observations or other comparable positioning techniques
 AH9167.and have an estimated accuracy of +/- 3 meters.
 AH9167
 AH9167.The orthometric height was determined by differential leveling and
 AH9167.adjusted by the NATIONAL GEODETIC SURVEY
 AH9167.in August 2018.
 AH9167
 AH9167.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9167.GEOID18 height accuracy estimate available here.
 AH9167
 AH9167.Click photographs - Photos may exist for this station.
 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       -    57,825.8     153,705.9     MT  (+/- 3 meters HH1 GPS) 
 AH9167
 AH9167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4678456229(NAD 83)
 AH9167
 AH9167                          SUPERSEDED SURVEY CONTROL
 AH9167
 AH9167  NAVD 88 (03/01/01)    3.740  (m)           12.27   (f) SUPERSEDED  2 1
 AH9167
 AH9167.Superseded values are not recommended for survey control.
 AH9167
 AH9167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9167.See file dsdata.pdf to determine how the superseded data were derived.
 AH9167
 AH9167_MARKER: DJ = TIDAL STATION DISK
 AH9167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH9167_SP_SET: BRIDGE PARAPET
 AH9167_STAMPING: 4721 A 1988
 AH9167_MARK LOGO: NOS
 AH9167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9167+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 AH9167
 AH9167  HISTORY     - Date     Condition        Report By
 AH9167  HISTORY     - 1988     MONUMENTED       NOS
 AH9167  HISTORY     - 19970919 GOOD             NJGS
 AH9167  HISTORY     - 20110205 GOOD             NGS
 AH9167  HISTORY     - 20170518 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.
 AH9167
 AH9167                          STATION RECOVERY (2011)
 AH9167
 AH9167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 AH9167'RECOVERED IN GOOD CONDITION.
 AH9167
 AH9167                          STATION RECOVERY (2017)
 AH9167
 AH9167'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9167'RECOVERED IN GOOD CONDITION.
 AH9167'
 AH9167'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF
 AH9167'BRIGANTINE, 4.4 MI (7.1 KM) SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC
 AH9167'CITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9169 ***********************************************************************
 AH9169  DESIGNATION -  853 4721 B TIDAL
 AH9169  PID         -  AH9169
 AH9169  STATE/COUNTY-  NJ/ATLANTIC
 AH9169  COUNTRY     -  US
 AH9169  USGS QUAD   -  ATLANTIC CITY (2019)
 AH9169
 AH9169                         *CURRENT SURVEY CONTROL
 AH9169  ______________________________________________________________________
 AH9169* NAD 83(1986) POSITION- 39 21 11.14   (N) 074 27 23.27   (W)   HD_HELD1
 AH9169* NAVD 88 ORTHO HEIGHT -     4.275 (meters)       14.03  (feet) ADJUSTED
 AH9169  ______________________________________________________________________
 AH9169  GEOID HEIGHT    -        -34.430 (meters)                     GEOID18
 AH9169  DYNAMIC HEIGHT  -          4.273 (meters)       14.02  (feet) COMP
 AH9169  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 AH9169
 AH9169  VERT ORDER      -  SECOND    CLASS I
 AH9169
 AH9169.The horizontal coordinates were determined by differentially corrected
 AH9169.hand held GPS observations or other comparable positioning techniques
 AH9169.and have an estimated accuracy of +/- 3 meters.
 AH9169
 AH9169.The orthometric height was determined by differential leveling and
 AH9169.adjusted by the NATIONAL GEODETIC SURVEY
 AH9169.in March 2001.
 AH9169
 AH9169.No vertical observational check was made to the station.
 AH9169
 AH9169.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9169.GEOID18 height accuracy estimate available here.
 AH9169
 AH9169.Click photographs - Photos may exist for this station.
 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       -    57,697.6     153,752.2     MT  (+/- 3 meters HH1 GPS) 
 AH9169
 AH9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4683156101(NAD 83)
 AH9169
 AH9169                          SUPERSEDED SURVEY CONTROL
 AH9169
 AH9169.No superseded survey control is available for this station.
 AH9169
 AH9169_MARKER: DJ = TIDAL STATION DISK
 AH9169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH9169_SP_SET: BRIDGE PARAPET
 AH9169_STAMPING: 4721 B 1988
 AH9169_MARK LOGO: NOS
 AH9169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9169+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 AH9169
 AH9169  HISTORY     - Date     Condition        Report By
 AH9169  HISTORY     - 1988     MONUMENTED       NOS
 AH9169  HISTORY     - 19970919 GOOD             NJGS
 AH9169  HISTORY     - 20030924 GOOD             USGS
 AH9169  HISTORY     - 20110205 GOOD             NGS
 AH9169  HISTORY     - 20170518 GOOD             NJGS
 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.
 AH9169
 AH9169                          STATION RECOVERY (2011)
 AH9169
 AH9169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 AH9169'RECOVERED IN GOOD CONDITION.
 AH9169
 AH9169                          STATION RECOVERY (2017)
 AH9169
 AH9169'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AH9169'RECOVERED IN GOOD CONDITION.
 AH9169'
 AH9169'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF
 AH9169'BRIGANTINE, 4.4 MI (7.1 KM) SOUTHEAST OF PLEASANTVILLE IN ATLANTIC
 AH9169'CITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4083 ***********************************************************************
 JU4083  DESIGNATION -  853 4721 TIDAL 2 RESET
 JU4083  PID         -  JU4083
 JU4083  STATE/COUNTY-  NJ/ATLANTIC
 JU4083  COUNTRY     -  US
 JU4083  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4083
 JU4083                         *CURRENT SURVEY CONTROL
 JU4083  ______________________________________________________________________
 JU4083* NAD 83(1986) POSITION- 39 21 08.54   (N) 074 27 19.90   (W)   HD_HELD1
 JU4083* NAVD 88 ORTHO HEIGHT -     1.639 (meters)        5.38  (feet) ADJUSTED
 JU4083  ______________________________________________________________________
 JU4083  GEOID HEIGHT    -        -34.434 (meters)                     GEOID18
 JU4083  DYNAMIC HEIGHT  -          1.638 (meters)        5.37  (feet) COMP
 JU4083  MODELED GRAVITY -    980,106.1   (mgal)                       NAVD 88
 JU4083
 JU4083  VERT ORDER      -  FIRST     CLASS II
 JU4083
 JU4083.The horizontal coordinates were determined by differentially corrected
 JU4083.hand held GPS observations or other comparable positioning techniques
 JU4083.and have an estimated accuracy of +/- 3 meters.
 JU4083
 JU4083.The orthometric height was determined by differential leveling and
 JU4083.adjusted by the NATIONAL GEODETIC SURVEY
 JU4083.in August 2018.
 JU4083
 JU4083.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4083.GEOID18 height accuracy estimate available here.
 JU4083
 JU4083.Click photographs - Photos may exist for this station.
 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       -    57,617.5     153,832.9     MT  (+/- 3 meters HH1 GPS) 
 JU4083
 JU4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4691256022(NAD 83)
 JU4083
 JU4083                          SUPERSEDED SURVEY CONTROL
 JU4083
 JU4083  NAVD 88 (03/01/01)    1.647  (m)            5.40   (f) SUPERSEDED  2 1
 JU4083  NAVD 88 (06/15/91)    1.656  (m)            5.43   (f) SUPERSEDED  1 2
 JU4083  NGVD 29 (01/10/92)    2.056  (m)            6.75   (f) ADJUSTED    1 2
 JU4083
 JU4083.Superseded values are not recommended for survey control.
 JU4083
 JU4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4083.See file dsdata.pdf to determine how the superseded data were derived.
 JU4083
 JU4083_MARKER: DD = SURVEY DISK
 JU4083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4083_STAMPING: TIDAL 2 STA 64 RESET 1989
 JU4083_MARK LOGO: NJGS
 JU4083_PROJECTION: FLUSH
 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 - May 18, 2017
 JU4083
 JU4083  HISTORY     - Date     Condition        Report By
 JU4083  HISTORY     - 1989     MONUMENTED       NJGS
 JU4083  HISTORY     - 19960912 GOOD             NJGS
 JU4083  HISTORY     - 20030924 GOOD             USGS
 JU4083  HISTORY     - 20170518 GOOD             NJGS
 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.
 JU4083
 JU4083                          STATION RECOVERY (2017)
 JU4083
 JU4083'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4083'RECOVERED IN GOOD CONDITION.
 JU4083'
 JU4083'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF
 JU4083'BRIGANTINE, 4.5 MI (7.2 KM) SOUTHEAST OF PLEASANTVILLE, IN ATLANTIC
 JU4083'CITY.
 JU4083'
 JU4083'IN ATLANTIC CITY, ON THE EAST SIDE OF ALBANY AVENUE (US HIGHWAYS
 JU4083'40/322) IN THE SIDEWALK AREA IN FRONT OF A 3-STORY BRICK BUILDING
 JU4083'(NUMBER 33) ALBANY AVENUE.
 JU4083'
 JU4083'IT IS 153 FT (46.6 M) SOUTH-SOUTHEAST OF THE SOUTH CURB OF WINCHESTER
 JU4083'AVENUE, 8 FT (2.4 M) EAST-NORTHEAST OF THE EAST CURB OF ALBANY AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6993 ***********************************************************************
 AM6993  DESIGNATION -  853 4770 B TIDAL
 AM6993  PID         -  AM6993
 AM6993  STATE/COUNTY-  NJ/ATLANTIC
 AM6993  COUNTRY     -  US
 AM6993  USGS QUAD   -  ATLANTIC CITY (2019)
 AM6993
 AM6993                         *CURRENT SURVEY CONTROL
 AM6993  ______________________________________________________________________
 AM6993* NAD 83(1986) POSITION- 39 20 21.40   (N) 074 28 33.10   (W)   HD_HELD1
 AM6993* NAVD 88 ORTHO HEIGHT -     2.871 (meters)        9.42  (feet) ADJUSTED
 AM6993  ______________________________________________________________________
 AM6993  GEOID HEIGHT    -        -34.468 (meters)                     GEOID18
 AM6993  DYNAMIC HEIGHT  -          2.869 (meters)        9.41  (feet) COMP
 AM6993  MODELED GRAVITY -    980,104.7   (mgal)                       NAVD 88
 AM6993
 AM6993  VERT ORDER      -  FIRST     CLASS II
 AM6993
 AM6993.The horizontal coordinates were determined by differentially corrected
 AM6993.hand held GPS observations or other comparable positioning techniques
 AM6993.and have an estimated accuracy of +/- 3 meters.
 AM6993
 AM6993.The orthometric height was determined by differential leveling and
 AM6993.adjusted by the NATIONAL GEODETIC SURVEY
 AM6993.in March 2005.
 AM6993
 AM6993.No vertical observational check was made to the station.
 AM6993
 AM6993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6993.GEOID18 height accuracy estimate available here.
 AM6993
 AM6993.Click photographs - Photos may exist for this station.
 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       -    56,163.2     152,080.8     MT  (+/- 3 meters HH1 GPS) 
 AM6993
 AM6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4516854558(NAD 83)
 AM6993
 AM6993                          SUPERSEDED SURVEY CONTROL
 AM6993
 AM6993.No superseded survey control is available for this station.
 AM6993
 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 - May 25, 2017
 AM6993_ROD/PIPE-DEPTH: 12 meters
 AM6993
 AM6993  HISTORY     - Date     Condition        Report By
 AM6993  HISTORY     - 1985     MONUMENTED       NOS
 AM6993  HISTORY     - 20000622 GOOD             NJGS
 AM6993  HISTORY     - 20170525 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.
 AM6993
 AM6993                          STATION RECOVERY (2017)
 AM6993
 AM6993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AM6993'RECOVERED IN GOOD CONDITION.
 AM6993'
 AM6993'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF
 AM6993'OCEAN CITY, 4.3 MI (6.9 KM) SOUTHEAST OF PLEASANTVILLE AND 3.3 MI (5.3
 AM6993'KM) WEST-SOUTHWEST OF ATLANTIC CITY, IN VENTNOR CITY.
 AM6993'
 AM6993'IT IS 182 FT (55.5 M) SOUTHWEST OF THE CENTERLINE OF DUDLEY AVENUE,
 AM6993'125 FT (38.1 M) NORTHEAST OF THE CENTERLINE OF DORSET AVENUE.4 FT (1.2
 AM6993'M) SOUTH-SOUTHEAST OF THE SOUTH CURB, 0.4 FT (12 CM) SOUTH-SOUTHEAST
 AM6993'OF THE SOUTH CURB AVENUE, 15 FT (4.6 M) SOUTHWEST OF THE CENTERLINE OF
 AM6993'A DRIVEWAY AND 27 FT (8.2 M) SOUTHWEST OF POLE NUMBER 606A.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6994 ***********************************************************************
 AM6994  DESIGNATION -  853 4770 C TIDAL
 AM6994  PID         -  AM6994
 AM6994  STATE/COUNTY-  NJ/ATLANTIC
 AM6994  COUNTRY     -  US
 AM6994  USGS QUAD   -  ATLANTIC CITY (2019)
 AM6994
 AM6994                         *CURRENT SURVEY CONTROL
 AM6994  ______________________________________________________________________
 AM6994* NAD 83(1986) POSITION- 39 20 23.58   (N) 074 28 19.15   (W)   HD_HELD1
 AM6994* NAVD 88 ORTHO HEIGHT -     3.523 (meters)       11.56  (feet) ADJUSTED
 AM6994  ______________________________________________________________________
 AM6994  GEOID HEIGHT    -        -34.470 (meters)                     GEOID18
 AM6994  DYNAMIC HEIGHT  -          3.521 (meters)       11.55  (feet) COMP
 AM6994  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 AM6994
 AM6994  VERT ORDER      -  FIRST     CLASS II
 AM6994
 AM6994.The horizontal coordinates were determined by differentially corrected
 AM6994.hand held GPS observations or other comparable positioning techniques
 AM6994.and have an estimated accuracy of +/- 3 meters.
 AM6994
 AM6994.The orthometric height was determined by differential leveling and
 AM6994.adjusted by the NATIONAL GEODETIC SURVEY
 AM6994.in August 2018.
 AM6994
 AM6994.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6994.GEOID18 height accuracy estimate available here.
 AM6994
 AM6994.Click photographs - Photos may exist for this station.
 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       -    56,230.5     152,414.8     MT  (+/- 3 meters HH1 GPS) 
 AM6994
 AM6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4550254627(NAD 83)
 AM6994
 AM6994                          SUPERSEDED SURVEY CONTROL
 AM6994
 AM6994  NAVD 88 (03/25/05)    3.530  (m)           11.58   (f) SUPERSEDED  1 2
 AM6994
 AM6994.Superseded values are not recommended for survey control.
 AM6994
 AM6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6994.See file dsdata.pdf to determine how the superseded data were derived.
 AM6994
 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 - May 18, 2017
 AM6994
 AM6994  HISTORY     - Date     Condition        Report By
 AM6994  HISTORY     - 1985     MONUMENTED       NOS
 AM6994  HISTORY     - 20000622 GOOD             NJGS
 AM6994  HISTORY     - 20120119 GOOD             NGS
 AM6994  HISTORY     - 20170518 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.
 AM6994
 AM6994                          STATION RECOVERY (2012)
 AM6994
 AM6994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DRD)
 AM6994'RECOVERED IN GOOD CONDITION.
 AM6994
 AM6994                          STATION RECOVERY (2017)
 AM6994
 AM6994'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AM6994'RECOVERED IN GOOD CONDITION.
 AM6994'
 AM6994'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF
 AM6994'OCEAN CITY, 4.4 MI (7.1 KM) SOUTHEAST OF PLEASANTVILLE AND 3.1 MI (5.0
 AM6994'KM) WEST-SOUTHWEST OF ATLANTIC CITY, IN VENTNOR CITY.
 AM6994'
 AM6994'THE STATION IS AT THE SOUTHEAST END OF SUFFOLK AVENUE, AT THE
 AM6994'NORTHWEST END OF A CONCRETE RETAINING WALL ON THE SOUTHWEST SIDE OF
 AM6994'SUFFOLK AVENUE.
 AM6994'
 AM6994'IT IS 35 FT (10.7 M) SOUTHWEST OF THE CENTERLINE OF SUFFOLK AVENUE, 55
 AM6994'FT (16.8 M) NORTHWEST OF THE CENTERLINE OF THE BOARDWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6966 ***********************************************************************
 AM6966  TIDAL BM    -  This is a Tidal Bench Mark.
 AM6966  DESIGNATION -  853 4778 A TIDAL
 AM6966  PID         -  AM6966
 AM6966  STATE/COUNTY-  NJ/ATLANTIC
 AM6966  COUNTRY     -  US
 AM6966  USGS QUAD   -  OCEAN CITY (2019)
 AM6966
 AM6966                         *CURRENT SURVEY CONTROL
 AM6966  ______________________________________________________________________
 AM6966* NAD 83(1986) POSITION- 39 20 05.13   (N) 074 35 47.87   (W)   HD_HELD1
 AM6966* NAVD 88 ORTHO HEIGHT -     3.127 (meters)       10.26  (feet) ADJUSTED
 AM6966  ______________________________________________________________________
 AM6966  GEOID HEIGHT    -        -34.354 (meters)                     GEOID18
 AM6966  DYNAMIC HEIGHT  -          3.125 (meters)       10.25  (feet) COMP
 AM6966  MODELED GRAVITY -    980,108.3   (mgal)                       NAVD 88
 AM6966
 AM6966  VERT ORDER      -  FIRST     CLASS II
 AM6966
 AM6966.The horizontal coordinates were determined by differentially corrected
 AM6966.hand held GPS observations or other comparable positioning techniques
 AM6966.and have an estimated accuracy of +/- 3 meters.
 AM6966
 AM6966.The orthometric height was determined by differential leveling and
 AM6966.adjusted by the NATIONAL GEODETIC SURVEY
 AM6966.in March 2005.
 AM6966
 AM6966.No vertical observational check was made to the station.
 AM6966
 AM6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6966.GEOID18 height accuracy estimate available here.
 AM6966
 AM6966.This Tidal Bench Mark is designated as VM 2729
 AM6966.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AM6966
 AM6966.Click photographs - Photos may exist for this station.
 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       -    55,665.6     141,669.7     MT  (+/- 3 meters HH1 GPS) 
 AM6966
 AM6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3476354003(NAD 83)
 AM6966
 AM6966                          SUPERSEDED SURVEY CONTROL
 AM6966
 AM6966.No superseded survey control is available for this station.
 AM6966
 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: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 AM6967 ***********************************************************************
 AM6967  TIDAL BM    -  This is a Tidal Bench Mark.
 AM6967  DESIGNATION -  853 4778 B TIDAL
 AM6967  PID         -  AM6967
 AM6967  STATE/COUNTY-  NJ/ATLANTIC
 AM6967  COUNTRY     -  US
 AM6967  USGS QUAD   -  OCEAN CITY (2019)
 AM6967
 AM6967                         *CURRENT SURVEY CONTROL
 AM6967  ______________________________________________________________________
 AM6967* NAD 83(1986) POSITION- 39 20 03.     (N) 074 35 45.     (W)   SCALED
 AM6967* NAVD 88 ORTHO HEIGHT -     3.415 (meters)       11.20  (feet) ADJUSTED
 AM6967  ______________________________________________________________________
 AM6967  GEOID HEIGHT    -        -34.358 (meters)                     GEOID18
 AM6967  DYNAMIC HEIGHT  -          3.413 (meters)       11.20  (feet) COMP
 AM6967  MODELED GRAVITY -    980,108.2   (mgal)                       NAVD 88
 AM6967
 AM6967  VERT ORDER      -  FIRST     CLASS II
 AM6967
 AM6967.The horizontal coordinates were scaled from a map and have
 AM6967.an estimated accuracy of +/- 6 seconds.
 AM6967
 AM6967.The orthometric height was determined by differential leveling and
 AM6967.adjusted by the NATIONAL GEODETIC SURVEY
 AM6967.in March 2005.
 AM6967
 AM6967.No vertical observational check was made to the station.
 AM6967
 AM6967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6967.GEOID18 height accuracy estimate available here.
 AM6967
 AM6967.This Tidal Bench Mark is designated as VM 2730
 AM6967.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AM6967
 AM6967.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ348539(NAD 83)
 AM6967
 AM6967                          SUPERSEDED SURVEY CONTROL
 AM6967
 AM6967.No superseded survey control is available for this station.
 AM6967
 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: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 AM6968 ***********************************************************************
 AM6968  TIDAL BM    -  This is a Tidal Bench Mark.
 AM6968  DESIGNATION -  853 4778 D TIDAL
 AM6968  PID         -  AM6968
 AM6968  STATE/COUNTY-  NJ/ATLANTIC
 AM6968  COUNTRY     -  US
 AM6968  USGS QUAD   -  OCEAN CITY (2019)
 AM6968
 AM6968                         *CURRENT SURVEY CONTROL
 AM6968  ______________________________________________________________________
 AM6968* NAD 83(1986) POSITION- 39 20 09.09   (N) 074 35 44.85   (W)   HD_HELD1
 AM6968* NAVD 88 ORTHO HEIGHT -     4.006 (meters)       13.14  (feet) ADJUSTED
 AM6968  ______________________________________________________________________
 AM6968  GEOID HEIGHT    -        -34.350 (meters)                     GEOID18
 AM6968  DYNAMIC HEIGHT  -          4.004 (meters)       13.14  (feet) COMP
 AM6968  MODELED GRAVITY -    980,108.4   (mgal)                       NAVD 88
 AM6968
 AM6968  VERT ORDER      -  FIRST     CLASS II
 AM6968
 AM6968.The horizontal coordinates were determined by differentially corrected
 AM6968.hand held GPS observations or other comparable positioning techniques
 AM6968.and have an estimated accuracy of +/- 3 meters.
 AM6968
 AM6968.The orthometric height was determined by differential leveling and
 AM6968.adjusted by the NATIONAL GEODETIC SURVEY
 AM6968.in March 2005.
 AM6968
 AM6968.No vertical observational check was made to the station.
 AM6968
 AM6968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6968.GEOID18 height accuracy estimate available here.
 AM6968
 AM6968.This Tidal Bench Mark is designated as VM 2732
 AM6968.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AM6968
 AM6968.Click photographs - Photos may exist for this station.
 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       -    55,787.7     141,742.1     MT  (+/- 3 meters HH1 GPS) 
 AM6968
 AM6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3483554126(NAD 83)
 AM6968
 AM6968                          SUPERSEDED SURVEY CONTROL
 AM6968
 AM6968.No superseded survey control is available for this station.
 AM6968
 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 - February 07, 2014
 AM6968
 AM6968  HISTORY     - Date     Condition        Report By
 AM6968  HISTORY     - 1977     MONUMENTED       NOS
 AM6968  HISTORY     - 20000820 GOOD             NJGS
 AM6968  HISTORY     - 20140206 GOOD             BASE9
 AM6968  HISTORY     - 20140207 GOOD             BASE9
 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.
 AM6968
 AM6968                          STATION RECOVERY (2014)
 AM6968
 AM6968'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 AM6968'RECOVERED IN GOOD CONDITION.
 AM6968
 AM6968                          STATION RECOVERY (2014)
 AM6968
 AM6968'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 AM6968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6969 ***********************************************************************
 AM6969  TIDAL BM    -  This is a Tidal Bench Mark.
 AM6969  DESIGNATION -  853 4778 E TIDAL
 AM6969  PID         -  AM6969
 AM6969  STATE/COUNTY-  NJ/ATLANTIC
 AM6969  COUNTRY     -  US
 AM6969  USGS QUAD   -  OCEAN CITY (2019)
 AM6969
 AM6969                         *CURRENT SURVEY CONTROL
 AM6969  ______________________________________________________________________
 AM6969* NAD 83(1986) POSITION- 39 20 11.07   (N) 074 35 47.19   (W)   HD_HELD1
 AM6969* NAVD 88 ORTHO HEIGHT -     3.569 (meters)       11.71  (feet) ADJUSTED
 AM6969  ______________________________________________________________________
 AM6969  GEOID HEIGHT    -        -34.347 (meters)                     GEOID18
 AM6969  DYNAMIC HEIGHT  -          3.567 (meters)       11.70  (feet) COMP
 AM6969  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 AM6969
 AM6969  VERT ORDER      -  FIRST     CLASS II
 AM6969
 AM6969.The horizontal coordinates were determined by differentially corrected
 AM6969.hand held GPS observations or other comparable positioning techniques
 AM6969.and have an estimated accuracy of +/- 3 meters.
 AM6969
 AM6969.The orthometric height was determined by differential leveling and
 AM6969.adjusted by the NATIONAL GEODETIC SURVEY
 AM6969.in March 2005.
 AM6969
 AM6969.No vertical observational check was made to the station.
 AM6969
 AM6969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6969.GEOID18 height accuracy estimate available here.
 AM6969
 AM6969.This Tidal Bench Mark is designated as VM 2733
 AM6969.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AM6969
 AM6969.Click photographs - Photos may exist for this station.
 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       -    55,848.8     141,686.1     MT  (+/- 3 meters HH1 GPS) 
 AM6969
 AM6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3477854186(NAD 83)
 AM6969
 AM6969                          SUPERSEDED SURVEY CONTROL
 AM6969
 AM6969.No superseded survey control is available for this station.
 AM6969
 AM6969_MARKER: DJ = TIDAL STATION DISK
 AM6969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM6969_SP_SET: BRIDGE DECK
 AM6969_STAMPING: 4778 E 1977
 AM6969_MARK LOGO: NOS
 AM6969_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6969+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2014
 AM6969
 AM6969  HISTORY     - Date     Condition        Report By
 AM6969  HISTORY     - 1977     MONUMENTED       NOS
 AM6969  HISTORY     - 20000820 GOOD             NJGS
 AM6969  HISTORY     - 20140207 GOOD             BASE9
 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.
 AM6969
 AM6969                          STATION RECOVERY (2014)
 AM6969
 AM6969'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 AM6969'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU4236  USGS QUAD   -  OCEAN CITY (2019)
 JU4236
 JU4236                         *CURRENT SURVEY CONTROL
 JU4236  ______________________________________________________________________
 JU4236* NAD 83(1986) POSITION- 39 18 28.     (N) 074 31 58.     (W)   SCALED
 JU4236* NAVD 88 ORTHO HEIGHT -     1.924 (meters)        6.31  (feet) ADJUSTED
 JU4236  ______________________________________________________________________
 JU4236  GEOID HEIGHT    -        -34.543 (meters)                     GEOID18
 JU4236  DYNAMIC HEIGHT  -          1.923 (meters)        6.31  (feet) COMP
 JU4236  MODELED GRAVITY -    980,102.2   (mgal)                       NAVD 88
 JU4236
 JU4236  VERT ORDER      -  FIRST     CLASS II
 JU4236
 JU4236.The horizontal coordinates were scaled from a map and have
 JU4236.an estimated accuracy of +/- 6 seconds.
 JU4236
 JU4236.The orthometric height was determined by differential leveling and
 JU4236.adjusted by the NATIONAL GEODETIC SURVEY
 JU4236.in January 1994.
 JU4236
 JU4236.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4236.GEOID18 height accuracy estimate available here.
 JU4236
 JU4236.This Tidal Bench Mark is designated as VM 2736
 JU4236.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU4236
 JU4236.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ402510(NAD 83)
 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
 JU4236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4236.See file dsdata.pdf to determine how the superseded data were derived.
 JU4236
 JU4236_MARKER: DJ = TIDAL STATION DISK
 JU4236_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU0369 ***********************************************************************
 JU0369  DESIGNATION -  853 4907 TIDAL 1
 JU0369  PID         -  JU0369
 JU0369  STATE/COUNTY-  NJ/CAPE MAY
 JU0369  COUNTRY     -  US
 JU0369  USGS QUAD   -  OCEAN CITY (2019)
 JU0369
 JU0369                         *CURRENT SURVEY CONTROL
 JU0369  ______________________________________________________________________
 JU0369* NAD 83(1986) POSITION- 39 16 55.9    (N) 074 34 48.8    (W)   HD_HELD2
 JU0369* NAVD 88 ORTHO HEIGHT -     1.470 (meters)        4.82  (feet) ADJUSTED
 JU0369  ______________________________________________________________________
 JU0369  GEOID HEIGHT    -        -34.604 (meters)                     GEOID18
 JU0369  DYNAMIC HEIGHT  -          1.469 (meters)        4.82  (feet) COMP
 JU0369  MODELED GRAVITY -    980,098.7   (mgal)                       NAVD 88
 JU0369
 JU0369  VERT ORDER      -  FIRST     CLASS II
 JU0369
 JU0369.The horizontal coordinates were established by autonomous hand held GPS
 JU0369.observations and have an estimated accuracy of +/- 10 meters.
 JU0369
 JU0369.The orthometric height was determined by differential leveling and
 JU0369.adjusted by the NATIONAL GEODETIC SURVEY
 JU0369.in March 2001.
 JU0369
 JU0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0369.GEOID18 height accuracy estimate available here.
 JU0369
 JU0369.Click photographs - Photos may exist for this station.
 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       -    49,829.      143,079.      MT  (+/- 10 meters HH2 GPS)
 JU0369
 JU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3620448176(NAD 83)
 JU0369
 JU0369                          SUPERSEDED SURVEY CONTROL
 JU0369
 JU0369  NAVD 88 (06/15/91)    1.504  (m)            4.93   (f) SUPERSEDED  1 1
 JU0369  NGVD 29 (04/16/92)    1.896  (m)            6.22   (f) ADJUSTED    1 1
 JU0369  NGVD 29 (01/10/92)    1.896  (m)            6.22   (f) SUPERSEDED  1 1
 JU0369  NGVD 29 (??/??/87)    1.938  (m)            6.36   (f) SUPERSEDED  1 1
 JU0369
 JU0369.Superseded values are not recommended for survey control.
 JU0369
 JU0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0369.See file dsdata.pdf to determine how the superseded data were derived.
 JU0369
 JU0369_MARKER: DB = BENCH MARK 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 - May 20, 2009
 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  HISTORY     - 20090520 GOOD             INDIV
 JU0369  HISTORY     - 20120125 MARK NOT FOUND   INDIV
 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.
 JU0369
 JU0369                          STATION RECOVERY (2009)
 JU0369
 JU0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU0369'RECOVERED AS DESCRIBED. THE OFFICE IS NOW OCCUPIED BY BUD'S OUTBOARD
 JU0369'MARINE INC.
 JU0369
 JU0369                          STATION RECOVERY (2012)
 JU0369
 JU0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0369'STATION NO LONGER EXISTS. THE SIDEWALK AND THE CONCRETE STEP WHERE THE
 JU0369'STATION WAS LOCATED HAVE BEEN REMOVED DURING CONSTRUCTION WORK ON THE
 JU0369'NEW ROUTE 52 BRIDGE AT THE FOOT OF 9TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6964 ***********************************************************************
 AM6964  TIDAL BM    -  This is a Tidal Bench Mark.
 AM6964  DESIGNATION -  853 4975 F TIDAL
 AM6964  PID         -  AM6964
 AM6964  STATE/COUNTY-  NJ/CAPE MAY
 AM6964  COUNTRY     -  US
 AM6964  USGS QUAD   -  MARMORA (2019)
 AM6964
 AM6964                         *CURRENT SURVEY CONTROL
 AM6964  ______________________________________________________________________
 AM6964* NAD 83(1986) POSITION- 39 17 14.16   (N) 074 37 35.61   (W)   HD_HELD1
 AM6964* NAVD 88 ORTHO HEIGHT -     1.440 (meters)        4.72  (feet) ADJUSTED
 AM6964  ______________________________________________________________________
 AM6964  GEOID HEIGHT    -        -34.535 (meters)                     GEOID18
 AM6964  DYNAMIC HEIGHT  -          1.440 (meters)        4.72  (feet) COMP
 AM6964  MODELED GRAVITY -    980,100.3   (mgal)                       NAVD 88
 AM6964
 AM6964  VERT ORDER      -  FIRST     CLASS II
 AM6964
 AM6964.The horizontal coordinates were determined by differentially corrected
 AM6964.hand held GPS observations or other comparable positioning techniques
 AM6964.and have an estimated accuracy of +/- 3 meters.
 AM6964
 AM6964.The orthometric height was determined by differential leveling and
 AM6964.adjusted by the NATIONAL GEODETIC SURVEY
 AM6964.in March 2005.
 AM6964
 AM6964.No vertical observational check was made to the station.
 AM6964
 AM6964.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6964.GEOID18 height accuracy estimate available here.
 AM6964
 AM6964.This Tidal Bench Mark is designated as VM 2742
 AM6964.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AM6964
 AM6964.Click photographs - Photos may exist for this station.
 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       -    50,396.7     139,082.3     MT  (+/- 3 meters HH1 GPS) 
 AM6964
 AM6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3220548722(NAD 83)
 AM6964
 AM6964                          SUPERSEDED SURVEY CONTROL
 AM6964
 AM6964.No superseded survey control is available for this station.
 AM6964
 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: RECESSED 20 CENTIMETERS
 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 - September 13, 2021
 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  HISTORY     - 20091112 GOOD             JCLS
 AM6964  HISTORY     - 20210913 GOOD             NJGS
 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.
 AM6964
 AM6964                          STATION RECOVERY (2009)
 AM6964
 AM6964'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 AM6964'RECOVERED IN GOOD CONDITION.
 AM6964
 AM6964                          STATION RECOVERY (2021)
 AM6964
 AM6964'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 AM6964'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF TUCKAHOE, 2.8 MI
 AM6964'(4.5 KM) WEST-NORTHWEST OF OCEAN CITY AND 1.7 MI (2.7 KM) NORTHEAST OF
 AM6964'MARMORA, AT BEESLEYS POINT BEACH, BEESLEYS POINT PARK.
 AM6964'
 AM6964'TO REACH THE STATION FROM THE GARDEN STATE PARKWAY (EXIT 25), GO 0.3
 AM6964'MI (0.5 KM) NORTHWEST ON ROOSEVELT BOULEVARD 9COUNTY ROUTE 623) TO THE
 AM6964'JUNCTION WITH NORTH SHORE ROAD (U.S. HIGHWAY 9).  TURN RIGHT AND GO
 AM6964'1.9 MI (3.1 KM) NORTH ON HIGHWAY 9 TO A TEE JUNCTION WITH HARBOR ROAD
 AM6964'ON THE RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24 KM) EAST-NORTHEAST TO
 AM6964'THE BEESLEYS POINT PARK AND THE STATION ON THE RIGHT.
 AM6964'
 AM6964'THE STATION IS IN A PVC PIPE IN THE GRASS PARKING LOT ISLAND AT THE
 AM6964'NORTHEAST CORNER OF THE PARKING LOT, OPPOSITE THE SIDEWALK RAMP
 AM6964'LEADING TO THE BRIDGE, 34 FT (10.4 M) SOUTH OF THE SOUTH EDGE OF THE
 AM6964'BOARDWALK, 22 FT (6.7 M) SOUTH OF THE CENTERLINE OF THE ROAD, 6.3 FT
 AM6964'(1.9 M) SOUTH OF THE NORTH CURB OF THE ISLAND, 7.5 FT (2.3 M) NORTH OF
 AM6964'THE EXTENDED CENTERLINE OF THE WALKWAY, 5.7 FT (1.7 M) EAST-SOUTHEAST
 AM6964'OF A LIGHT POLE, 1 FT (0.3 M) NORTHEAST OF A NJGS WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6965 ***********************************************************************
 AM6965  DESIGNATION -  853 4975 H TIDAL
 AM6965  PID         -  AM6965
 AM6965  STATE/COUNTY-  NJ/CAPE MAY
 AM6965  COUNTRY     -  US
 AM6965  USGS QUAD   -  OCEAN CITY (2019)
 AM6965
 AM6965                         *CURRENT SURVEY CONTROL
 AM6965  ______________________________________________________________________
 AM6965* NAD 83(1986) POSITION- 39 17 16.6    (N) 074 37 28.9    (W)   HD_HELD2
 AM6965* NAVD 88 ORTHO HEIGHT -     2.241 (meters)        7.35  (feet) ADJUSTED
 AM6965  ______________________________________________________________________
 AM6965  GEOID HEIGHT    -        -34.534 (meters)                     GEOID18
 AM6965  DYNAMIC HEIGHT  -          2.240 (meters)        7.35  (feet) COMP
 AM6965  MODELED GRAVITY -    980,100.3   (mgal)                       NAVD 88
 AM6965
 AM6965  VERT ORDER      -  FIRST     CLASS II
 AM6965
 AM6965.The horizontal coordinates were established by autonomous hand held GPS
 AM6965.observations and have an estimated accuracy of +/- 10 meters.
 AM6965
 AM6965.The orthometric height was determined by differential leveling and
 AM6965.adjusted by the NATIONAL GEODETIC SURVEY
 AM6965.in March 2005.
 AM6965
 AM6965.No vertical observational check was made to the station.
 AM6965
 AM6965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6965.GEOID18 height accuracy estimate available here.
 AM6965
 AM6965.Click photographs - Photos may exist for this station.
 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       -    50,472.      139,243.      MT  (+/- 10 meters HH2 GPS)
 AM6965
 AM6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3236648798(NAD 83)
 AM6965
 AM6965                          SUPERSEDED SURVEY CONTROL
 AM6965
 AM6965.No superseded survey control is available for this station.
 AM6965
 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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2408  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2408
 JU2408                         *CURRENT SURVEY CONTROL
 JU2408  ______________________________________________________________________
 JU2408* NAD 83(1986) POSITION- 39 13 27.39   (N) 074 38 17.00   (W)   HD_HELD1
 JU2408* NAVD 88 ORTHO HEIGHT -     1.089 (meters)        3.57  (feet) ADJUSTED
 JU2408  ______________________________________________________________________
 JU2408  GEOID HEIGHT    -        -34.784 (meters)                     GEOID18
 JU2408  DYNAMIC HEIGHT  -          1.088 (meters)        3.57  (feet) COMP
 JU2408  MODELED GRAVITY -    980,088.3   (mgal)                       NAVD 88
 JU2408
 JU2408  VERT ORDER      -  FIRST     CLASS II
 JU2408
 JU2408.The horizontal coordinates were determined by differentially corrected
 JU2408.hand held GPS observations or other comparable positioning techniques
 JU2408.and have an estimated accuracy of +/- 3 meters.
 JU2408
 JU2408.The orthometric height was determined by differential leveling and
 JU2408.adjusted by the NATIONAL GEODETIC SURVEY
 JU2408.in April 2015.
 JU2408
 JU2408.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2408.GEOID18 height accuracy estimate available here.
 JU2408
 JU2408.This Tidal Bench Mark is designated as VM 2754
 JU2408.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2408
 JU2408.Click photographs - Photos may exist for this station.
 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       -    43,405.5     138,079.8     MT  (+/- 3 meters HH1 GPS) 
 JU2408
 JU2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3124241727(NAD 83)
 JU2408
 JU2408                          SUPERSEDED SURVEY CONTROL
 JU2408
 JU2408  NAVD 88 (06/15/91)    1.095  (m)            3.59   (f) SUPERSEDED  1 2
 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
 JU2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2408.See file dsdata.pdf to determine how the superseded data were derived.
 JU2408
 JU2408_MARKER: DJ = TIDAL STATION DISK
 JU2408_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2408_STAMPING: 5101 E 1977
 JU2408_MARK LOGO: NOS
 JU2408_PROJECTION: RECESSED 5 CENTIMETERS
 JU2408_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2408+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 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  HISTORY     - 20140801 GOOD             NJGS
 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.
 JU2408
 JU2408                          STATION RECOVERY (2014)
 JU2408
 JU2408'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 JU2408'RECOVERED IN GOOD CONDITION.
 JU2408'
 JU2408'NOTE-ADDITIONS-THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI)
 JU2408'NORTH-NORTHEAST FROM THE CITY OF SEA ISLE CITY, 4.7 KM (2.9 MI) SOUTH
 JU2408'FROM THE COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF
 JU2408'OCEAN CITY, N.J.
 JU2408'
 JU2408'THE STATION IS 32.2 FT (9.8 M) SOUTHWEST FROM THE CENTERLINE OF 56TH
 JU2408'STREET, 15.0 FT (4.6 M) SOUTHWEST FROM THE NORTHEAST FACE OF THE
 JU2408'LOWEST HORIZONTAL BRACE OF A WOODEN BARRICADE ON THE SOUTHWEST SIDE OF
 JU2408'56TH STREET, 33.5 FT (10.2 M) NORTHWEST AND PARALLEL TO 56TH STREET
 JU2408'FROM WOOD UTILITY POLE NUMBER A21579 AND 18.0 FT (5.5 M) SOUTHWEST
 JU2408'FROM THE SOUTHWEST EDGE OF PAVING OF 56TH STREET.
 JU2408'
 JU2408'THE STATION IS SET ABOUT 6 INCHES (15 CM) BELOW THE GROUND IN A VACANT
 JU2408'LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2407  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2407
 JU2407                         *CURRENT SURVEY CONTROL
 JU2407  ______________________________________________________________________
 JU2407* NAD 83(1986) POSITION- 39 13 14.70   (N) 074 38 36.66   (W)   HD_HELD1
 JU2407* NAVD 88 ORTHO HEIGHT -     1.609 (meters)        5.28  (feet) ADJUSTED
 JU2407  ______________________________________________________________________
 JU2407  GEOID HEIGHT    -        -34.794 (meters)                     GEOID18
 JU2407  DYNAMIC HEIGHT  -          1.608 (meters)        5.28  (feet) COMP
 JU2407  MODELED GRAVITY -    980,087.6   (mgal)                       NAVD 88
 JU2407
 JU2407  VERT ORDER      -  FIRST     CLASS II
 JU2407
 JU2407.The horizontal coordinates were determined by differentially corrected
 JU2407.hand held GPS observations or other comparable positioning techniques
 JU2407.and have an estimated accuracy of +/- 3 meters.
 JU2407
 JU2407.The orthometric height was determined by differential leveling and
 JU2407.adjusted by the NATIONAL GEODETIC SURVEY
 JU2407.in June 1991.
 JU2407
 JU2407.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2407.GEOID18 height accuracy estimate available here.
 JU2407
 JU2407.This Tidal Bench Mark is designated as VM 2755
 JU2407.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2407
 JU2407.Click photographs - Photos may exist for this station.
 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       -    43,015.0     137,607.6     MT  (+/- 3 meters HH1 GPS) 
 JU2407
 JU2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3077241334(NAD 83)
 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
 JU2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2407.See file dsdata.pdf to determine how the superseded data were derived.
 JU2407
 JU2407_MARKER: DJ = TIDAL STATION DISK
 JU2407_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2407_STAMPING: 5101 F 1977
 JU2407_MARK LOGO: NOS
 JU2407_PROJECTION: RECESSED 6 CENTIMETERS
 JU2407_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2407+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 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  HISTORY     - 20140801 GOOD             NJGS
 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.
 JU2407
 JU2407                          STATION RECOVERY (2014)
 JU2407
 JU2407'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU2407'THE STATION IS LOCATED ON THE JAMES S.KILPATRICK JR.  CAUSEWAY, ABOUT
 JU2407'8.6 KM (5.3 MI) NORTH-NORTHEAST FROM THE CITY OF SEA ISLE CITY, 5.1 KM
 JU2407'(3.2 MI) SOUTH FROM THE COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN
 JU2407'THE CITY OF OCEAN CITY, NJ.
 JU2407'
 JU2407'THE STATION IS 2.7 FT (0.8 M) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 JU2407'PAVING OF BAY AVENUE (COUNTY ROAD 619), 62.3 FT (19.0 M)
 JU2407'EAST-SOUTHEAST AND ACROSS THE ROAD FROM THE CENTER OF A WOODEN POST AT
 JU2407'THE NORTHWEST END OF A STEEL BEAM.
 JU2407'
 JU2407'IT IS 107.2 FT (32.7 M) SOUTH FROM WOOD UTILITY POLE NUMBER 05240 ON
 JU2407'THE NORTH SIDE OF BAY AVENUE, 76.4 FT (23.3 M) NORTHEAST FROM THE
 JU2407'CENTER OF A WOODEN POST AT THE NORTHEAST END OF A STEEL BEAM
 JU2407'GUIDERAIL, 25.7 FT (7.8 M) SOUTHEAST FROM THE CENTERLINE OF BAY AVENUE
 JU2407'AND 1 FT (0.3 M) NORTH-NORTHWEST OF A WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2405  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2405
 JU2405                         *CURRENT SURVEY CONTROL
 JU2405  ______________________________________________________________________
 JU2405* NAD 83(1986) POSITION- 39 13 04.     (N) 074 38 45.     (W)   SCALED
 JU2405* NAVD 88 ORTHO HEIGHT -     1.565 (meters)        5.13  (feet) ADJUSTED
 JU2405  ______________________________________________________________________
 JU2405  GEOID HEIGHT    -        -34.804 (meters)                     GEOID18
 JU2405  DYNAMIC HEIGHT  -          1.564 (meters)        5.13  (feet) COMP
 JU2405  MODELED GRAVITY -    980,087.1   (mgal)                       NAVD 88
 JU2405
 JU2405  VERT ORDER      -  FIRST     CLASS II
 JU2405
 JU2405.The horizontal coordinates were scaled from a map and have
 JU2405.an estimated accuracy of +/- 6 seconds.
 JU2405
 JU2405.The orthometric height was determined by differential leveling and
 JU2405.adjusted by the NATIONAL GEODETIC SURVEY
 JU2405.in June 1991.
 JU2405
 JU2405.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2405.GEOID18 height accuracy estimate available here.
 JU2405
 JU2405.This Tidal Bench Mark is designated as VM 2756
 JU2405.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2405
 JU2405.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ305410(NAD 83)
 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
 JU2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2405.See file dsdata.pdf to determine how the superseded data were derived.
 JU2405
 JU2405_MARKER: DJ = TIDAL STATION DISK
 JU2405_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2405_STAMPING: 5101 G 1977
 JU2405_MARK LOGO: NOS
 JU2405_PROJECTION: RECESSED 5 CENTIMETERS
 JU2405_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2404  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2404
 JU2404                         *CURRENT SURVEY CONTROL
 JU2404  ______________________________________________________________________
 JU2404* NAD 83(1986) POSITION- 39 13 01.     (N) 074 38 49.     (W)   SCALED
 JU2404* NAVD 88 ORTHO HEIGHT -     2.195 (meters)        7.20  (feet) ADJUSTED
 JU2404  ______________________________________________________________________
 JU2404  GEOID HEIGHT    -        -34.806 (meters)                     GEOID18
 JU2404  DYNAMIC HEIGHT  -          2.194 (meters)        7.20  (feet) COMP
 JU2404  MODELED GRAVITY -    980,086.9   (mgal)                       NAVD 88
 JU2404
 JU2404  VERT ORDER      -  FIRST     CLASS II
 JU2404
 JU2404.The horizontal coordinates were scaled from a map and have
 JU2404.an estimated accuracy of +/- 6 seconds.
 JU2404
 JU2404.The orthometric height was determined by differential leveling and
 JU2404.adjusted by the NATIONAL GEODETIC SURVEY
 JU2404.in June 1991.
 JU2404
 JU2404.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2404.GEOID18 height accuracy estimate available here.
 JU2404
 JU2404.This Tidal Bench Mark is designated as VM 2757
 JU2404.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2404
 JU2404.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ304409(NAD 83)
 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
 JU2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2404.See file dsdata.pdf to determine how the superseded data were derived.
 JU2404
 JU2404_MARKER: DJ = TIDAL STATION DISK
 JU2404_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2404_STAMPING: 5101 H 1977
 JU2404_MARK LOGO: NOS
 JU2404_PROJECTION: RECESSED 5 CENTIMETERS
 JU2404_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2400  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2400
 JU2400                         *CURRENT SURVEY CONTROL
 JU2400  ______________________________________________________________________
 JU2400* NAD 83(1986) POSITION- 39 11 56.25   (N) 074 39 19.21   (W)   HD_HELD1
 JU2400* NAVD 88 ORTHO HEIGHT -     1.391 (meters)        4.56  (feet) ADJUSTED
 JU2400  ______________________________________________________________________
 JU2400  GEOID HEIGHT    -        -34.873 (meters)                     GEOID18
 JU2400  DYNAMIC HEIGHT  -          1.391 (meters)        4.56  (feet) COMP
 JU2400  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 JU2400
 JU2400  VERT ORDER      -  FIRST     CLASS II
 JU2400
 JU2400.The horizontal coordinates were determined by differentially corrected
 JU2400.hand held GPS observations or other comparable positioning techniques
 JU2400.and have an estimated accuracy of +/- 3 meters.
 JU2400
 JU2400.The orthometric height was determined by differential leveling and
 JU2400.adjusted by the NATIONAL GEODETIC SURVEY
 JU2400.in April 2015.
 JU2400
 JU2400.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2400.GEOID18 height accuracy estimate available here.
 JU2400
 JU2400.This Tidal Bench Mark is designated as VM 2762
 JU2400.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2400
 JU2400.Click photographs - Photos may exist for this station.
 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       -    40,597.6     136,582.9     MT  (+/- 3 meters HH1 GPS) 
 JU2400
 JU2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2976138912(NAD 83)
 JU2400
 JU2400                          SUPERSEDED SURVEY CONTROL
 JU2400
 JU2400  NAVD 88 (06/15/91)    1.402  (m)            4.60   (f) SUPERSEDED  1 2
 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
 JU2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2400.See file dsdata.pdf to determine how the superseded data were derived.
 JU2400
 JU2400_MARKER: DJ = TIDAL STATION DISK
 JU2400_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2400_STAMPING: 5163 A 1977
 JU2400_MARK LOGO: NOS
 JU2400_PROJECTION: RECESSED 5 CENTIMETERS
 JU2400_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2400+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2018
 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  HISTORY     - 20101007 GOOD             INDIV
 JU2400  HISTORY     - 20140723 GOOD             NJGS
 JU2400  HISTORY     - 20180426 GOOD             NJGS
 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.
 JU2400
 JU2400                          STATION RECOVERY (2010)
 JU2400
 JU2400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (KML)
 JU2400'RECOVERED IN GOOD CONDITION.
 JU2400
 JU2400                          STATION RECOVERY (2014)
 JU2400
 JU2400'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU2400'RECOVERED IN GOOD CONDITION.
 JU2400'
 JU2400'NOTE-FOLLOWING CHANGES.  THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM)
 JU2400'SOUTHWEST FROM THE CITY OF OCEAN CITY, 4.7 MI (7.6 KM) SOUTH FROM THE
 JU2400'COMMUNITY OF MARMORA, 3.8 MI (6.1 KM) NORTH-NORTHEAST FROM THE CITY OF
 JU2400'SEA ISLE CITY AND IN THE UPPER TOWNSHIP IN THE LOCAL COMMUNITY OF
 JU2400'STRATHMERE.
 JU2400'
 JU2400'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 JU2400'COMMONWEALTH AVENUE, COUNTY ROAD 619 AND WHITTIER AVENUE IN THE EAST
 JU2400'LAWN OF HOUSE NUMBER 101.
 JU2400
 JU2400                          STATION RECOVERY (2018)
 JU2400
 JU2400'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU2400'THE STATION IS 15.25 M (50.0 FT) SOUTHWEST OF WOOD UTILITY POLE
 JU2400'NUMBERED 291, 11.4 M (37.4 FT) EAST-NORTHEAST OF OF WOOD UTILITY POLE
 JU2400'NUMBER 3651 ON THE NORTH EDGE OF WHITTIER ROAD, 6.3 M (20.7 FT) EAST
 JU2400'OF THE SOUTHEAST CORNER OF A TWO-STORY HOUSE NUMBERED 101 AND 3.3 M
 JU2400'(10.8 FT) NORTHWEST OF THE NORTHWEST CURB OF COMMONWEALTH AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2403  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2403
 JU2403                         *CURRENT SURVEY CONTROL
 JU2403  ______________________________________________________________________
 JU2403* NAD 83(1986) POSITION- 39 11 59.04   (N) 074 39 16.84   (W)   HD_HELD1
 JU2403* NAVD 88 ORTHO HEIGHT -     1.678 (meters)        5.51  (feet) ADJUSTED
 JU2403  ______________________________________________________________________
 JU2403  GEOID HEIGHT    -        -34.871 (meters)                     GEOID18
 JU2403  DYNAMIC HEIGHT  -          1.678 (meters)        5.51  (feet) COMP
 JU2403  MODELED GRAVITY -    980,083.5   (mgal)                       NAVD 88
 JU2403
 JU2403  VERT ORDER      -  FIRST     CLASS II
 JU2403
 JU2403.The horizontal coordinates were determined by differentially corrected
 JU2403.hand held GPS observations or other comparable positioning techniques
 JU2403.and have an estimated accuracy of +/- 3 meters.
 JU2403
 JU2403.The orthometric height was determined by differential leveling and
 JU2403.adjusted by the NATIONAL GEODETIC SURVEY
 JU2403.in April 2015.
 JU2403
 JU2403.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2403.GEOID18 height accuracy estimate available here.
 JU2403
 JU2403.This Tidal Bench Mark is designated as VM 2763
 JU2403.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2403
 JU2403.Click photographs - Photos may exist for this station.
 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       -    40,683.5     136,639.9     MT  (+/- 3 meters HH1 GPS) 
 JU2403
 JU2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2981738998(NAD 83)
 JU2403
 JU2403                          SUPERSEDED SURVEY CONTROL
 JU2403
 JU2403  NAVD 88 (06/15/91)    1.690  (m)            5.54   (f) SUPERSEDED  1 2
 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
 JU2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2403.See file dsdata.pdf to determine how the superseded data were derived.
 JU2403
 JU2403_MARKER: DJ = TIDAL STATION DISK
 JU2403_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2403_STAMPING: 5163 B 1977
 JU2403_MARK LOGO: NOS
 JU2403_PROJECTION: FLUSH
 JU2403_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2403+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2017
 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  HISTORY     - 20130612 GOOD             NJGS
 JU2403  HISTORY     - 20140723 GOOD             NJGS
 JU2403  HISTORY     - 20170226 GOOD             INDIV
 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'RECOVERED IN GOOD CONDITION.
 JU2403
 JU2403                          STATION RECOVERY (2013)
 JU2403
 JU2403'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 JU2403'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHWEST OF OCEAN CITY,
 JU2403'4.6 MI (7.4 KM) SOUTH OF MARMORA, 3.8 MI (6.1 KM) NORTH-NORTHEAST OF
 JU2403'SEA ISLE CITY AND IN THE TOWNSHIP OF UPPER IN THE LOCAL COMMUNITY OF
 JU2403'STRATHMERE, SET FLUSH WITH THE GROUND IN A LANDSCAPED GRASS AREA AT
 JU2403'THE WYE JUNCTION OF COMMONWEALTH AVENUE AND OCEAN DRIVE, COUNTY ROAD
 JU2403'619.
 JU2403'
 JU2403'THE STATION IS 27.0 FT (8.2 M) EAST-SOUTHEAST FROM THE CENTERLINE OF
 JU2403'OCEAN DRIVE, 41.0 FT (12.5 M) WEST-NORTHWEST FROM THE CENTERLINE OF
 JU2403'COMMONWEALTH AVENUE, 15.5 FT (4.7 M) SOUTH FROM WOOD UTILITY POLE
 JU2403'NUMBER W27679, 34.7 FT (10.6 M) NORTH FROM A STOP SIGN AND 12.9 FT
 JU2403'(3.9 M) NORTHEAST FROM THE CENTER METAL POST SUPPORTING A TRAFFIC SIGN
 JU2403'FOR THE BRIDGE CARRYING OCEAN DRIVE OVER CORSONS INLET.
 JU2403
 JU2403                          STATION RECOVERY (2014)
 JU2403
 JU2403'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU2403'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHWEST FROM THE CITY
 JU2403'OF OCEAN CITY, 4.6 MI (7.4 KM) SOUTH FROM THE COMMUNITY OF MARMORA,
 JU2403'3.8 MI (6.1 KM) NORTH-NORTHEAST FROM THE CITY OF SEA ISLE CITY AND IN
 JU2403'THE TOWNSHIP OF UPPER IN THE LOCAL COMMUNITY OF STRATHMERE.
 JU2403'
 JU2403'THE STATION IS SET FLUSH WITH THE GROUND IN A LANDSCAPED GRASS AREA AT
 JU2403'THE Y-JUNCTION OF COMMONWEALTH AVENUE AND OCEAN DRIVE, COUNTY ROAD
 JU2403'619.
 JU2403'
 JU2403'THE STATION IS 27.0 FT (8.2 M) EAST-SOUTHEAST FROM THE CENTERLINE OF
 JU2403'OCEAN DRIVE, 41.0 FT (12.5 M) WEST-NORTHWEST FROM THE CENTERLINE OF
 JU2403'COMMONWEALTH AVENUE, 15.5 FT (4.7 M) SOUTH FROM WOOD UTILITY POLE
 JU2403'NUMBER W27679, 34.7 FT (10.6 M) NORTH FROM A STOP SIGN AND 12.9 FT
 JU2403'(3.9 M) NORTHEAST FROM THE CENTER METAL POST SUPPORTING A TRAFFIC SIGN
 JU2403'FOR THE BRIDGE CARRYING OCEAN DRIVE OVER STRATHMERE BAY.
 JU2403
 JU2403                          STATION RECOVERY (2017)
 JU2403
 JU2403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (HBH)
 JU2403'RECOVERED IN GOOD CONDITION ONE INCH BELOW THE SURFACE.
 JU2403'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2402  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2402
 JU2402                         *CURRENT SURVEY CONTROL
 JU2402  ______________________________________________________________________
 JU2402* NAD 83(1986) POSITION- 39 11 52.     (N) 074 39 16.     (W)   SCALED
 JU2402* NAVD 88 ORTHO HEIGHT -     2.413 (meters)        7.92  (feet) ADJUSTED
 JU2402  ______________________________________________________________________
 JU2402  GEOID HEIGHT    -        -34.879 (meters)                     GEOID18
 JU2402  DYNAMIC HEIGHT  -          2.412 (meters)        7.91  (feet) COMP
 JU2402  MODELED GRAVITY -    980,083.2   (mgal)                       NAVD 88
 JU2402
 JU2402  VERT ORDER      -  FIRST     CLASS II
 JU2402
 JU2402.The horizontal coordinates were scaled from a map and have
 JU2402.an estimated accuracy of +/- 6 seconds.
 JU2402
 JU2402.The orthometric height was determined by differential leveling and
 JU2402.adjusted by the NATIONAL GEODETIC SURVEY
 JU2402.in June 1991.
 JU2402
 JU2402.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2402.GEOID18 height accuracy estimate available here.
 JU2402
 JU2402.This Tidal Bench Mark is designated as VM 2764
 JU2402.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2402
 JU2402.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ298387(NAD 83)
 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
 JU2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2402.See file dsdata.pdf to determine how the superseded data were derived.
 JU2402
 JU2402_MARKER: DJ = TIDAL STATION DISK
 JU2402_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2402_STAMPING: 5163 C 1977
 JU2402_MARK LOGO: NOS
 JU2402_PROJECTION: FLUSH
 JU2402_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 JU2340 ***********************************************************************
 JU2340  DESIGNATION -  853 5357 C TIDAL
 JU2340  PID         -  JU2340
 JU2340  STATE/COUNTY-  NJ/CAPE MAY
 JU2340  COUNTRY     -  US
 JU2340  USGS QUAD   -  STONE HARBOR (2019)
 JU2340
 JU2340                         *CURRENT SURVEY CONTROL
 JU2340  ______________________________________________________________________
 JU2340* NAD 83(1986) POSITION- 39 07 05.     (N) 074 45 21.     (W)   SCALED
 JU2340* NAVD 88 ORTHO HEIGHT -     1.441 (meters)        4.73  (feet) ADJUSTED
 JU2340  ______________________________________________________________________
 JU2340  GEOID HEIGHT    -        -35.119 (meters)                     GEOID18
 JU2340  DYNAMIC HEIGHT  -          1.441 (meters)        4.73  (feet) COMP
 JU2340  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 JU2340
 JU2340  VERT ORDER      -  FIRST     CLASS II
 JU2340
 JU2340.The horizontal coordinates were scaled from a map and have
 JU2340.an estimated accuracy of +/- 6 seconds.
 JU2340
 JU2340.The orthometric height was determined by differential leveling and
 JU2340.adjusted by the NATIONAL GEODETIC SURVEY
 JU2340.in June 1991.
 JU2340
 JU2340.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2340.GEOID18 height accuracy estimate available here.
 JU2340
 JU2340.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ211299(NAD 83)
 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
 JU2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2340.See file dsdata.pdf to determine how the superseded data were derived.
 JU2340
 JU2340_MARKER: DJ = TIDAL STATION DISK
 JU2340_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2340_STAMPING: 5357 C 1977
 JU2340_MARK LOGO: NOS
 JU2340_PROJECTION: RECESSED 5 CENTIMETERS
 JU2340_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 DP1495 ***********************************************************************
 DP1495  DESIGNATION -  853 5375 B TIDAL
 DP1495  PID         -  DP1495
 DP1495  STATE/COUNTY-  NJ/CAPE MAY
 DP1495  COUNTRY     -  US
 DP1495  USGS QUAD   -  AVALON (2019)
 DP1495
 DP1495                         *CURRENT SURVEY CONTROL
 DP1495  ______________________________________________________________________
 DP1495* NAD 83(1986) POSITION- 39 07 19.72   (N) 074 42 52.95   (W)   HD_HELD1
 DP1495* NAVD 88 ORTHO HEIGHT -     2.061 (meters)        6.76  (feet) ADJUSTED
 DP1495  ______________________________________________________________________
 DP1495  GEOID HEIGHT    -        -35.133 (meters)                     GEOID18
 DP1495  DYNAMIC HEIGHT  -          2.060 (meters)        6.76  (feet) COMP
 DP1495  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 DP1495
 DP1495  VERT ORDER      -  FIRST     CLASS II
 DP1495
 DP1495.The horizontal coordinates were determined by differentially corrected
 DP1495.hand held GPS observations or other comparable positioning techniques
 DP1495.and have an estimated accuracy of +/- 3 meters.
 DP1495
 DP1495.The orthometric height was determined by differential leveling and
 DP1495.adjusted by the NATIONAL GEODETIC SURVEY
 DP1495.in August 2014.
 DP1495
 DP1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1495.GEOID18 height accuracy estimate available here.
 DP1495
 DP1495.Click photographs - Photos may exist for this station.
 DP1495
 DP1495.The dynamic height is computed by dividing the NAVD 88
 DP1495.geopotential number by the normal gravity value computed on the
 DP1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1495.degrees latitude (g = 980.6199 gals.).
 DP1495
 DP1495.The modeled gravity was interpolated from observed gravity values.
 DP1495
 DP1495;                    North         East    Units  Estimated Accuracy
 DP1495;SPC NJ       -    32,081.1     131,434.5     MT  (+/- 3 meters HH1 GPS) 
 DP1495
 DP1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2466130369(NAD 83)
 DP1495
 DP1495                          SUPERSEDED SURVEY CONTROL
 DP1495
 DP1495.No superseded survey control is available for this station.
 DP1495
 DP1495_MARKER: DJ = TIDAL STATION DISK
 DP1495_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DP1495_STAMPING: 5375 B 1977
 DP1495_MARK LOGO: NOS
 DP1495_PROJECTION: FLUSH
 DP1495_MAGNETIC: I = MARKER IS A STEEL ROD
 DP1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1495+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2020
 DP1495_ROD/PIPE-DEPTH: 15.2 meters
 DP1495
 DP1495  HISTORY     - Date     Condition        Report By
 DP1495  HISTORY     - 1977     MONUMENTED       PORTER
 DP1495  HISTORY     - 20130513 GOOD             NJGS
 DP1495  HISTORY     - 20200324 GOOD             NJGS
 DP1495
 DP1495                          STATION DESCRIPTION
 DP1495
 DP1495'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1495'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH-NORTHEAST OF STONE
 DP1495'HARBOR, 2.4 MI (3.9 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND 1.5 MI
 DP1495'(2.4 KM) NORTH OF AVALON.
 DP1495'
 DP1495'THE STATION IS LOCATED IN SEA ISLE CITY, ON THE NORTHEAST CORNER OF
 DP1495'THE JUNCTION OF LANDIS AVENUE (COUNTY ROUTE 519) AND 93RD STREET, IN
 DP1495'THE FRONT STONE YARD FOR HOUSE NUMBER 9205.
 DP1495'
 DP1495'THE STATION IS 16.7 FT (5.1 M) SOUTHEAST OF THE EAST CURBLINE OF
 DP1495'LANDIS AVENUE, 20.2 FT (6.2 M) NORTHEAST OF THE NORTH CURBLINE OF 93RD
 DP1495'STREET, 28.7 FT (8.7 M) WEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER
 DP1495'9205, 20.7 FT (6.3 M) NORTHEAST OF THE CENTER OF THE CURB PIECE FOR AN
 DP1495'INLET, 13.7 FT (4.2 M) EAST OF POLE NUMBER 557.
 DP1495'
 DP1495'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP1495'
 DP1495'DATA LINK HTTP
 DP1495'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF.
 DP1495
 DP1495                          STATION RECOVERY (2020)
 DP1495
 DP1495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 DP1495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1496 ***********************************************************************
 DP1496  DESIGNATION -  853 5375 C TIDAL
 DP1496  PID         -  DP1496
 DP1496  STATE/COUNTY-  NJ/CAPE MAY
 DP1496  COUNTRY     -  US
 DP1496  USGS QUAD   -  AVALON (2019)
 DP1496
 DP1496                         *CURRENT SURVEY CONTROL
 DP1496  ______________________________________________________________________
 DP1496* NAD 83(1986) POSITION- 39 07 16.41   (N) 074 42 54.83   (W)   HD_HELD1
 DP1496* NAVD 88 ORTHO HEIGHT -     3.283 (meters)       10.77  (feet) ADJUSTED
 DP1496  ______________________________________________________________________
 DP1496  GEOID HEIGHT    -        -35.136 (meters)                     GEOID18
 DP1496  DYNAMIC HEIGHT  -          3.281 (meters)       10.76  (feet) COMP
 DP1496  MODELED GRAVITY -    980,069.2   (mgal)                       NAVD 88
 DP1496
 DP1496  VERT ORDER      -  FIRST     CLASS II
 DP1496
 DP1496.The horizontal coordinates were determined by differentially corrected
 DP1496.hand held GPS observations or other comparable positioning techniques
 DP1496.and have an estimated accuracy of +/- 3 meters.
 DP1496
 DP1496.The orthometric height was determined by differential leveling and
 DP1496.adjusted by the NATIONAL GEODETIC SURVEY
 DP1496.in August 2014.
 DP1496
 DP1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1496.GEOID18 height accuracy estimate available here.
 DP1496
 DP1496.Click photographs - Photos may exist for this station.
 DP1496
 DP1496.The dynamic height is computed by dividing the NAVD 88
 DP1496.geopotential number by the normal gravity value computed on the
 DP1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1496.degrees latitude (g = 980.6199 gals.).
 DP1496
 DP1496.The modeled gravity was interpolated from observed gravity values.
 DP1496
 DP1496;                    North         East    Units  Estimated Accuracy
 DP1496;SPC NJ       -    31,979.2     131,389.1     MT  (+/- 3 meters HH1 GPS) 
 DP1496
 DP1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2461630267(NAD 83)
 DP1496
 DP1496                          SUPERSEDED SURVEY CONTROL
 DP1496
 DP1496.No superseded survey control is available for this station.
 DP1496
 DP1496_MARKER: DJ = TIDAL STATION DISK
 DP1496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1496_SP_SET: BRIDGE ABUTMENT
 DP1496_STAMPING: 5375 C 1977
 DP1496_MARK LOGO: NOS
 DP1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1496+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2020
 DP1496
 DP1496  HISTORY     - Date     Condition        Report By
 DP1496  HISTORY     - 1977     MONUMENTED       PORTER
 DP1496  HISTORY     - 20120516 GOOD             NJGS
 DP1496  HISTORY     - 20200324 GOOD             NJGS
 DP1496
 DP1496                          STATION DESCRIPTION
 DP1496
 DP1496'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1496'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH-NORTHEAST OF STONE
 DP1496'HARBOR, 2.5 MI (4.0 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND 1.4 MI
 DP1496'(2.3 KM) NORTH OF AVALON.
 DP1496'
 DP1496'THE STATION IS LOCATED IN SEA ISLE CITY, SET ON TOP OF THE NORTHWEST
 DP1496'CORNER OF THE NORTH BRIDGE ABUTMENT OF THE OCEAN DRIVE (COUNTY ROUTE
 DP1496'585) BRIDGE OVER TOWNSEND INLET, ABOUT 130 FT (39.6 M) SOUTH OF THE
 DP1496'CENTERLINE OF 94TH STREET.
 DP1496'
 DP1496'THE STATION IS 44.6 FT (13.6 M) SOUTHWEST OF THE NORTHWEST CONCRETE
 DP1496'END POST OF THE BRIDGE, 52 FT (15.8 M) SOUTHWEST OF THE NORTHEAST
 DP1496'CONCRETE END POST, 1 FT (0.3 M) WEST OF THE WEST CURB OF THE BRIDGE, 4
 DP1496'FT (1.2 M) SOUTHEAST OF POLE NUMBER BT131SI W-47790, SET OF TOP OF THE
 DP1496'SECTION OF THE ABUTMENT WALKWAY.
 DP1496'
 DP1496'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP1496'
 DP1496'DATA LINK HTTP
 DP1496'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF.
 DP1496
 DP1496                          STATION RECOVERY (2020)
 DP1496
 DP1496'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 DP1496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1497 ***********************************************************************
 DP1497  DESIGNATION -  853 5375 E TIDAL
 DP1497  PID         -  DP1497
 DP1497  STATE/COUNTY-  NJ/CAPE MAY
 DP1497  COUNTRY     -  US
 DP1497  USGS QUAD   -  AVALON (2019)
 DP1497
 DP1497                         *CURRENT SURVEY CONTROL
 DP1497  ______________________________________________________________________
 DP1497* NAD 83(1986) POSITION- 39 07 12.01   (N) 074 42 55.95   (W)   HD_HELD1
 DP1497* NAVD 88 ORTHO HEIGHT -     0.872 (meters)        2.86  (feet) ADJUSTED
 DP1497  ______________________________________________________________________
 DP1497  GEOID HEIGHT    -        -35.140 (meters)                     GEOID18
 DP1497  DYNAMIC HEIGHT  -          0.872 (meters)        2.86  (feet) COMP
 DP1497  MODELED GRAVITY -    980,069.0   (mgal)                       NAVD 88
 DP1497
 DP1497  VERT ORDER      -  FIRST     CLASS II
 DP1497
 DP1497.The horizontal coordinates were determined by differentially corrected
 DP1497.hand held GPS observations or other comparable positioning techniques
 DP1497.and have an estimated accuracy of +/- 3 meters.
 DP1497
 DP1497.The orthometric height was determined by differential leveling and
 DP1497.adjusted by the NATIONAL GEODETIC SURVEY
 DP1497.in August 2014.
 DP1497
 DP1497.No vertical observational check was made to the station.
 DP1497
 DP1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1497.GEOID18 height accuracy estimate available here.
 DP1497
 DP1497.Click photographs - Photos may exist for this station.
 DP1497
 DP1497.The dynamic height is computed by dividing the NAVD 88
 DP1497.geopotential number by the normal gravity value computed on the
 DP1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1497.degrees latitude (g = 980.6199 gals.).
 DP1497
 DP1497.The modeled gravity was interpolated from observed gravity values.
 DP1497
 DP1497;                    North         East    Units  Estimated Accuracy
 DP1497;SPC NJ       -    31,843.6     131,361.8     MT  (+/- 3 meters HH1 GPS) 
 DP1497
 DP1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2459030132(NAD 83)
 DP1497
 DP1497                          SUPERSEDED SURVEY CONTROL
 DP1497
 DP1497.No superseded survey control is available for this station.
 DP1497
 DP1497_MARKER: DJ = TIDAL STATION DISK
 DP1497_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP1497_SP_SET: PIER BASE
 DP1497_STAMPING: 5375 E 1977
 DP1497_MARK LOGO: NOS
 DP1497_MAGNETIC: I = MARKER IS A STEEL ROD
 DP1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1497+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2013
 DP1497
 DP1497  HISTORY     - Date     Condition        Report By
 DP1497  HISTORY     - 1977     MONUMENTED       PORTER
 DP1497  HISTORY     - 20130513 GOOD             NJGS
 DP1497
 DP1497                          STATION DESCRIPTION
 DP1497
 DP1497'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1497'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHEAST OF STONE
 DP1497'HARBOR, 2.6 MI (4.2 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND 1.3 MI
 DP1497'(2.1 KM) NORTH OF AVALON.
 DP1497'
 DP1497'THE STATION IS LOCATED IN SEA ISLE CITY, SET IN THE ROUND CONCRETE
 DP1497'BASE FOR THE NORTHEASTERLY PIER, SECOND SET NORTH OF THE INLET, ABOUT
 DP1497'1.0 FT (0.3 M) ABOVE THE SAND LEVEL OF THE OCEAN DRIVE (COUNTY ROUTE
 DP1497'585) BRIDGE SPANNING TOWNSEND INLET.  THE STATION IS UNDER THE BRIDGE.
 DP1497'TO REACH THE STATION FROM THE RECREATIONAL PARK AREA SOUTHWEST OF 94TH
 DP1497'STREET AND OCEAN AVENUE, GO TO SOUTH END OF PARKING LOT, PACK FOR
 DP1497'ABOUT 0.05 MI (0.1 KM) TO THE PIER AND STATION AHEAD.
 DP1497'
 DP1497'THE STATION IS 1.0 FT (0.3 M) NORTH OF THE NORTH FACE OF THE PIER,
 DP1497'ABOUT 20 FT (6.1 M) EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE
 DP1497'NORTHWESTERLY PIER, 3.3 FT (1.0 M) WEST OF THE EAST FACE OF THE
 DP1497'BRIDGE.
 DP1497'
 DP1497'THE STATION IS PART OF THE NEW JERSEY TIDAL DATUM NETWORK.
 DP1497'
 DP1497'DATA LINK HTTP
 DP1497'//WWW.STATE.NJ.US/DEP/NJGS/GEODATA/DGSDOWN/NJTIDALBM.PDF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9381 ***********************************************************************
 AI9381  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9381  DESIGNATION -  853 5419 A TIDAL
 AI9381  PID         -  AI9381
 AI9381  STATE/COUNTY-  NJ/CAPE MAY
 AI9381  COUNTRY     -  US
 AI9381  USGS QUAD   -  AVALON (2019)
 AI9381
 AI9381                         *CURRENT SURVEY CONTROL
 AI9381  ______________________________________________________________________
 AI9381* NAD 83(1986) POSITION- 39 06 36.72   (N) 074 44 14.40   (W)   HD_HELD1
 AI9381* NAVD 88 ORTHO HEIGHT -     1.407 (meters)        4.62  (feet) ADJUSTED
 AI9381  ______________________________________________________________________
 AI9381  GEOID HEIGHT    -        -35.161 (meters)                     GEOID18
 AI9381  DYNAMIC HEIGHT  -          1.406 (meters)        4.61  (feet) COMP
 AI9381  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 AI9381
 AI9381  VERT ORDER      -  FIRST     CLASS II
 AI9381
 AI9381.The horizontal coordinates were determined by differentially corrected
 AI9381.hand held GPS observations or other comparable positioning techniques
 AI9381.and have an estimated accuracy of +/- 3 meters.
 AI9381
 AI9381.The orthometric height was determined by differential leveling and
 AI9381.adjusted by the NATIONAL GEODETIC SURVEY
 AI9381.in March 2001.
 AI9381
 AI9381.No vertical observational check was made to the station.
 AI9381
 AI9381.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9381.GEOID18 height accuracy estimate available here.
 AI9381
 AI9381.This Tidal Bench Mark is designated as VM 21332
 AI9381.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9381
 AI9381.Click photographs - Photos may exist for this station.
 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       -    30,760.1     129,474.6     MT  (+/- 3 meters HH1 GPS) 
 AI9381
 AI9381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2270929038(NAD 83)
 AI9381
 AI9381                          SUPERSEDED SURVEY CONTROL
 AI9381
 AI9381.No superseded survey control is available for this station.
 AI9381
 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 SUITABLE FOR
 AI9381+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 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  HISTORY     - 20081014 GOOD             GEOCAC
 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.
 AI9381
 AI9381                          STATION RECOVERY (2008)
 AI9381
 AI9381'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AI9381'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9380 ***********************************************************************
 AI9380  DESIGNATION -  853 5419 B TIDAL
 AI9380  PID         -  AI9380
 AI9380  STATE/COUNTY-  NJ/CAPE MAY
 AI9380  COUNTRY     -  US
 AI9380  USGS QUAD   -  AVALON (2019)
 AI9380
 AI9380                         *CURRENT SURVEY CONTROL
 AI9380  ______________________________________________________________________
 AI9380* NAD 83(1986) POSITION- 39 06 37.     (N) 074 44 16.     (W)   SCALED
 AI9380* NAVD 88 ORTHO HEIGHT -     1.392 (meters)        4.57  (feet) ADJUSTED
 AI9380  ______________________________________________________________________
 AI9380  GEOID HEIGHT    -        -35.161 (meters)                     GEOID18
 AI9380  DYNAMIC HEIGHT  -          1.392 (meters)        4.57  (feet) COMP
 AI9380  MODELED GRAVITY -    980,068.0   (mgal)                       NAVD 88
 AI9380
 AI9380  VERT ORDER      -  FIRST     CLASS II
 AI9380
 AI9380.The horizontal coordinates were scaled from a map and have
 AI9380.an estimated accuracy of +/- 6 seconds.
 AI9380
 AI9380.The orthometric height was determined by differential leveling and
 AI9380.adjusted by the NATIONAL GEODETIC SURVEY
 AI9380.in March 2001.
 AI9380
 AI9380.No vertical observational check was made to the station.
 AI9380
 AI9380.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9380.GEOID18 height accuracy estimate available here.
 AI9380
 AI9380.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ226290(NAD 83)
 AI9380
 AI9380                          SUPERSEDED SURVEY CONTROL
 AI9380
 AI9380.No superseded survey control is available for this station.
 AI9380
 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 = JULY 24, 2026 22:12:30 EDT
 AI9379 ***********************************************************************
 AI9379  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9379  DESIGNATION -  853 5419 C TIDAL
 AI9379  PID         -  AI9379
 AI9379  STATE/COUNTY-  NJ/CAPE MAY
 AI9379  COUNTRY     -  US
 AI9379  USGS QUAD   -  AVALON (2019)
 AI9379
 AI9379                         *CURRENT SURVEY CONTROL
 AI9379  ______________________________________________________________________
 AI9379* NAD 83(1986) POSITION- 39 06 40.27   (N) 074 44 14.43   (W)   HD_HELD1
 AI9379* NAVD 88 ORTHO HEIGHT -     1.364 (meters)        4.48  (feet) ADJUSTED
 AI9379  ______________________________________________________________________
 AI9379  GEOID HEIGHT    -        -35.158 (meters)                     GEOID18
 AI9379  DYNAMIC HEIGHT  -          1.363 (meters)        4.47  (feet) COMP
 AI9379  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 AI9379
 AI9379  VERT ORDER      -  FIRST     CLASS II
 AI9379
 AI9379.The horizontal coordinates were determined by differentially corrected
 AI9379.hand held GPS observations or other comparable positioning techniques
 AI9379.and have an estimated accuracy of +/- 3 meters.
 AI9379
 AI9379.The orthometric height was determined by differential leveling and
 AI9379.adjusted by the NATIONAL GEODETIC SURVEY
 AI9379.in March 2001.
 AI9379
 AI9379.No vertical observational check was made to the station.
 AI9379
 AI9379.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9379.GEOID18 height accuracy estimate available here.
 AI9379
 AI9379.This Tidal Bench Mark is designated as VM 21331
 AI9379.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9379
 AI9379.Click photographs - Photos may exist for this station.
 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       -    30,869.5     129,474.2     MT  (+/- 3 meters HH1 GPS) 
 AI9379
 AI9379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2270829147(NAD 83)
 AI9379
 AI9379                          SUPERSEDED SURVEY CONTROL
 AI9379
 AI9379.No superseded survey control is available for this station.
 AI9379
 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  HISTORY     - 20180606 GOOD             NJGS
 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.
 AI9379
 AI9379                          STATION RECOVERY (2018)
 AI9379
 AI9379'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI9379'THE STATION IS 35.4 M (116.1 FT) SOUTHEAST OF UTILITY POLE NUMBERED
 AI9379'BT729MI/W31728, 32.4 M (106.3 FT) WEST-SOUTHWEST OF UTILITY POLE
 AI9379'NUMBERED BT571MI/W28749, 29.7 M (97.4 FT) WEST-NORTHWEST OF THE
 AI9379'CENTERLINE OF SEABASS LANE, 28.9 M (94.8 FT) WEST OF CENTER OF
 AI9379'SANITARY SEWER MANHOLE, 16.1 M (52.8 FT) SOUTH OF UNNUMBERED UTILITY
 AI9379'POLE BETWEEN RESIDENCES NUMBER 32 AND 34, 9.3 M (30.5 FT)
 AI9379'SOUTH-SOUTHWEST OF THE CENTERLINE OF MEADOWVIEW LANE, 7.2 M (23.6 FT)
 AI9379'NORTH-NORTHEAST OF A WOOD BULKHEAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9382 ***********************************************************************
 AI9382  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9382  DESIGNATION -  853 5419 E TIDAL
 AI9382  PID         -  AI9382
 AI9382  STATE/COUNTY-  NJ/CAPE MAY
 AI9382  COUNTRY     -  US
 AI9382  USGS QUAD   -  AVALON (2019)
 AI9382
 AI9382                         *CURRENT SURVEY CONTROL
 AI9382  ______________________________________________________________________
 AI9382* NAD 83(1986) POSITION- 39 06 43.7    (N) 074 44 15.6    (W)   HD_HELD2
 AI9382* NAVD 88 ORTHO HEIGHT -     1.449 (meters)        4.75  (feet) ADJUSTED
 AI9382  ______________________________________________________________________
 AI9382  GEOID HEIGHT    -        -35.154 (meters)                     GEOID18
 AI9382  DYNAMIC HEIGHT  -          1.448 (meters)        4.75  (feet) COMP
 AI9382  MODELED GRAVITY -    980,068.3   (mgal)                       NAVD 88
 AI9382
 AI9382  VERT ORDER      -  FIRST     CLASS II
 AI9382
 AI9382.The horizontal coordinates were established by autonomous hand held GPS
 AI9382.observations and have an estimated accuracy of +/- 10 meters.
 AI9382
 AI9382.The orthometric height was determined by differential leveling and
 AI9382.adjusted by the NATIONAL GEODETIC SURVEY
 AI9382.in March 2001.
 AI9382
 AI9382.No vertical observational check was made to the station.
 AI9382
 AI9382.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9382.GEOID18 height accuracy estimate available here.
 AI9382
 AI9382.This Tidal Bench Mark is designated as VM 21334
 AI9382.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9382
 AI9382.Click photographs - Photos may exist for this station.
 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       -    30,975.      129,446.      MT  (+/- 10 meters HH2 GPS)
 AI9382
 AI9382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2268029253(NAD 83)
 AI9382
 AI9382                          SUPERSEDED SURVEY CONTROL
 AI9382
 AI9382.No superseded survey control is available for this station.
 AI9382
 AI9382_MARKER: DJ = TIDAL STATION DISK
 AI9382_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9382_STAMPING: 5419 E 1977
 AI9382_MARK LOGO: NOS
 AI9382_PROJECTION: RECESSED 2 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 - September 17, 2024
 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  HISTORY     - 20240917 GOOD             BASE9
 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.
 AI9382
 AI9382                          STATION RECOVERY (2024)
 AI9382
 AI9382'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (RLS)
 AI9382'THE MARK IS IN AN AREA OF TALL PINES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9179 ***********************************************************************
 AH9179  DESIGNATION -  853 5581 E TIDAL
 AH9179  PID         -  AH9179
 AH9179  STATE/COUNTY-  NJ/CAPE MAY
 AH9179  COUNTRY     -  US
 AH9179  USGS QUAD   -  STONE HARBOR (2019)
 AH9179
 AH9179                         *CURRENT SURVEY CONTROL
 AH9179  ______________________________________________________________________
 AH9179* NAD 83(1986) POSITION- 39 03 21.66   (N) 074 45 48.17   (W)   HD_HELD1
 AH9179* NAVD 88 ORTHO HEIGHT -     1.524 (meters)        5.00  (feet) ADJUSTED
 AH9179  ______________________________________________________________________
 AH9179  GEOID HEIGHT    -        -35.324 (meters)                     GEOID18
 AH9179  DYNAMIC HEIGHT  -          1.523 (meters)        5.00  (feet) COMP
 AH9179  MODELED GRAVITY -    980,060.1   (mgal)                       NAVD 88
 AH9179
 AH9179  VERT ORDER      -  FIRST     CLASS II
 AH9179
 AH9179.The horizontal coordinates were determined by differentially corrected
 AH9179.hand held GPS observations or other comparable positioning techniques
 AH9179.and have an estimated accuracy of +/- 3 meters.
 AH9179
 AH9179.The orthometric height was determined by differential leveling and
 AH9179.adjusted by the NATIONAL GEODETIC SURVEY
 AH9179.in March 2001.
 AH9179
 AH9179.No vertical observational check was made to the station.
 AH9179
 AH9179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9179.GEOID18 height accuracy estimate available here.
 AH9179
 AH9179.Click photographs - Photos may exist for this station.
 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       -    24,751.6     127,204.6     MT  (+/- 3 meters HH1 GPS) 
 AH9179
 AH9179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2047323019(NAD 83)
 AH9179
 AH9179                          SUPERSEDED SURVEY CONTROL
 AH9179
 AH9179.No superseded survey control is available for this station.
 AH9179
 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 20 CENTIMETERS
 AH9179_MAGNETIC: I = MARKER IS A STEEL ROD
 AH9179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9179+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2019
 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  HISTORY     - 20060818 GOOD             USGS
 AH9179  HISTORY     - 20130613 GOOD             NJGS
 AH9179  HISTORY     - 20190831 GOOD             PROFLN
 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.
 AH9179
 AH9179                          STATION RECOVERY (2006)
 AH9179
 AH9179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 AH9179'NEWLY CONSTRUCTED ISLAND. STATION IS 9.3 FT WEST FROM EAST TIP OF
 AH9179'ISLAND 63 FT SOUTHEAST FROM UTILITY POLE W6279 6.1 FT SOUTH FROM SOUTH
 AH9179'CURB OF 96TH STREET 5.4 FT NORTH FROM NORTH CURB OF STONE HARBOR
 AH9179'BOULEVARD
 AH9179
 AH9179                          STATION RECOVERY (2013)
 AH9179
 AH9179'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 AH9179'RECOVERED IN GOOD CONDITION.
 AH9179'
 AH9179'NOTE-THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH-NORTHEAST OF
 AH9179'WILDWOOD, 4.0 MI (6.4 KM) SOUTHWEST OF AVALON AND IN THE TOWN OF STONE
 AH9179'HARBOR, NJ.
 AH9179'
 AH9179'THE STATION IS IN A LANDSCAPED AREA, 0.5 FT (15 CM) WEST OF AN OUTLET
 AH9179'PROJECTING ABOVE THE GROUND.  A TREE TO THE EAST OVERHANGS THE
 AH9179'STATION.
 AH9179
 AH9179                          STATION RECOVERY (2019)
 AH9179
 AH9179'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 AH9179'RECOVERED USING BOTH SETS OF REFERENCE MEASUREMENTS.  INSTALLED A
 AH9179'6-INCH (15 CM) ROUND VALVE BOX OVER THE MARK THIS DATE.  THE MARK IS
 AH9179'13.5 FT (4.1 M) SOUTHEAST FROM A FLAGPOLE IN THE ISLAND, 1 FT (0.3 M)
 AH9179'NORTHWEST TOWARD THE BAY FROM A SMALL ELECTRIC BOX, RECESSED 0.5 FT
 AH9179'(15 CM), THE LID OF THE BOX PROJECTING 0.1 FT (3 CM).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9180 ***********************************************************************
 AH9180  DESIGNATION -  853 5581 F TIDAL
 AH9180  PID         -  AH9180
 AH9180  STATE/COUNTY-  NJ/CAPE MAY
 AH9180  COUNTRY     -  US
 AH9180  USGS QUAD   -  STONE HARBOR (2019)
 AH9180
 AH9180                         *CURRENT SURVEY CONTROL
 AH9180  ______________________________________________________________________
 AH9180* NAD 83(1986) POSITION- 39 03 24.     (N) 074 45 47.     (W)   SCALED
 AH9180* NAVD 88 ORTHO HEIGHT -     1.141 (meters)        3.74  (feet) ADJUSTED
 AH9180  ______________________________________________________________________
 AH9180  GEOID HEIGHT    -        -35.323 (meters)                     GEOID18
 AH9180  DYNAMIC HEIGHT  -          1.140 (meters)        3.74  (feet) COMP
 AH9180  MODELED GRAVITY -    980,060.2   (mgal)                       NAVD 88
 AH9180
 AH9180  VERT ORDER      -  FIRST     CLASS II
 AH9180
 AH9180.The horizontal coordinates were scaled from a map and have
 AH9180.an estimated accuracy of +/- 6 seconds.
 AH9180
 AH9180.The orthometric height was determined by differential leveling and
 AH9180.adjusted by the NATIONAL GEODETIC SURVEY
 AH9180.in March 2001.
 AH9180
 AH9180.No vertical observational check was made to the station.
 AH9180
 AH9180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9180.GEOID18 height accuracy estimate available here.
 AH9180
 AH9180.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ205230(NAD 83)
 AH9180
 AH9180                          SUPERSEDED SURVEY CONTROL
 AH9180
 AH9180.No superseded survey control is available for this station.
 AH9180
 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: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20060818 GOOD             USGS
 AH9180  HISTORY     - 20130530 POOR             DPKCON
 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
 AH9180
 AH9180                          STATION RECOVERY (2006)
 AH9180
 AH9180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 AH9180'STATION IN GOOD CONDITION AT GROUND LEVEL AND SLEEVED IN PVC PIPE IN
 AH9180'LOOSE STONE DRIVEWAY
 AH9180
 AH9180                          STATION RECOVERY (2013)
 AH9180
 AH9180'RECOVERY NOTE BY DPK CONSULTING LLC 2013 (JW)
 AH9180'MARK FOUND. DISK IS MISSING. PVC PIPE INTACT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9181 ***********************************************************************
 AH9181  DESIGNATION -  853 5661 D TIDAL
 AH9181  PID         -  AH9181
 AH9181  STATE/COUNTY-  NJ/CAPE MAY
 AH9181  COUNTRY     -  US
 AH9181  USGS QUAD   -  STONE HARBOR (2019)
 AH9181
 AH9181                         *CURRENT SURVEY CONTROL
 AH9181  ______________________________________________________________________
 AH9181* NAD 83(1986) POSITION- 39 01 43.2    (N) 074 48 06.9    (W)   HD_HELD2
 AH9181* NAVD 88 ORTHO HEIGHT -     3.010 (meters)        9.88  (feet) ADJUSTED
 AH9181  ______________________________________________________________________
 AH9181  GEOID HEIGHT    -        -35.377 (meters)                     GEOID18
 AH9181  DYNAMIC HEIGHT  -          3.009 (meters)        9.87  (feet) COMP
 AH9181  MODELED GRAVITY -    980,057.1   (mgal)                       NAVD 88
 AH9181
 AH9181  VERT ORDER      -  FIRST     CLASS II
 AH9181
 AH9181.The horizontal coordinates were established by autonomous hand held GPS
 AH9181.observations and have an estimated accuracy of +/- 10 meters.
 AH9181
 AH9181.The orthometric height was determined by differential leveling and
 AH9181.adjusted by the NATIONAL GEODETIC SURVEY
 AH9181.in March 2001.
 AH9181
 AH9181.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9181.GEOID18 height accuracy estimate available here.
 AH9181
 AH9181.Click photographs - Photos may exist for this station.
 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       -    21,726.      123,859.      MT  (+/- 10 meters HH2 GPS)
 AH9181
 AH9181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1714519976(NAD 83)
 AH9181
 AH9181                          SUPERSEDED SURVEY CONTROL
 AH9181
 AH9181.No superseded survey control is available for this station.
 AH9181
 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 01, 2019
 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  HISTORY     - 20150317 GOOD             INDIV
 AH9181  HISTORY     - 20190901 GOOD             PROFLN
 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.
 AH9181
 AH9181                          STATION RECOVERY (2015)
 AH9181
 AH9181'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (HBH)
 AH9181'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AH9181
 AH9181                          STATION RECOVERY (2019)
 AH9181
 AH9181'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 AH9181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9407 ***********************************************************************
 AI9407  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9407  DESIGNATION -  853 5835 TIDAL 1
 AI9407  PID         -  AI9407
 AI9407  STATE/COUNTY-  NJ/CAPE MAY
 AI9407  COUNTRY     -  US
 AI9407  USGS QUAD   -  WILDWOOD (2019)
 AI9407
 AI9407                         *CURRENT SURVEY CONTROL
 AI9407  ______________________________________________________________________
 AI9407* NAD 83(1986) POSITION- 38 58 38.     (N) 074 49 38.     (W)   SCALED
 AI9407* NAVD 88 ORTHO HEIGHT -     2.943 (meters)        9.66  (feet) ADJUSTED
 AI9407  ______________________________________________________________________
 AI9407  GEOID HEIGHT    -        -35.505 (meters)                     GEOID18
 AI9407  DYNAMIC HEIGHT  -          2.941 (meters)        9.65  (feet) COMP
 AI9407  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 AI9407
 AI9407  VERT ORDER      -  FIRST     CLASS II
 AI9407
 AI9407.The horizontal coordinates were scaled from a map and have
 AI9407.an estimated accuracy of +/- 6 seconds.
 AI9407
 AI9407.The orthometric height was determined by differential leveling and
 AI9407.adjusted by the NATIONAL GEODETIC SURVEY
 AI9407.in March 2001.
 AI9407
 AI9407.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9407.GEOID18 height accuracy estimate available here.
 AI9407
 AI9407.This Tidal Bench Mark is designated as VM 2777
 AI9407.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9407
 AI9407.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ149142(NAD 83)
 AI9407
 AI9407                          SUPERSEDED SURVEY CONTROL
 AI9407
 AI9407.No superseded survey control is available for this station.
 AI9407
 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  HISTORY     - 20071007 MARK NOT FOUND   GEOCAC
 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.
 AI9407
 AI9407                          STATION RECOVERY (2007)
 AI9407
 AI9407'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9407'MOTELS HAVE BEEN TORN DOWN AND A NEW BUILDING HAS BEEN CONSTRUCTED ON
 AI9407'THIS SITE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9408 ***********************************************************************
 AI9408  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9408  DESIGNATION -  853 5835 TIDAL 5
 AI9408  PID         -  AI9408
 AI9408  STATE/COUNTY-  NJ/CAPE MAY
 AI9408  COUNTRY     -  US
 AI9408  USGS QUAD   -  WILDWOOD (2019)
 AI9408
 AI9408                         *CURRENT SURVEY CONTROL
 AI9408  ______________________________________________________________________
 AI9408* NAD 83(1986) POSITION- 38 58 39.26   (N) 074 49 34.95   (W)   HD_HELD1
 AI9408* NAVD 88 ORTHO HEIGHT -     2.786 (meters)        9.14  (feet) ADJUSTED
 AI9408  ______________________________________________________________________
 AI9408  GEOID HEIGHT    -        -35.505 (meters)                     GEOID18
 AI9408  DYNAMIC HEIGHT  -          2.785 (meters)        9.14  (feet) COMP
 AI9408  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 AI9408
 AI9408  VERT ORDER      -  FIRST     CLASS II
 AI9408
 AI9408.The horizontal coordinates were determined by differentially corrected
 AI9408.hand held GPS observations or other comparable positioning techniques
 AI9408.and have an estimated accuracy of +/- 3 meters.
 AI9408
 AI9408.The orthometric height was determined by differential leveling and
 AI9408.adjusted by the NATIONAL GEODETIC SURVEY
 AI9408.in March 2001.
 AI9408
 AI9408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9408.GEOID18 height accuracy estimate available here.
 AI9408
 AI9408.This Tidal Bench Mark is designated as VM 2778
 AI9408.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9408
 AI9408.Click photographs - Photos may exist for this station.
 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       -    16,061.6     121,721.2     MT  (+/- 3 meters HH1 GPS) 
 AI9408
 AI9408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1503914302(NAD 83)
 AI9408
 AI9408                          SUPERSEDED SURVEY CONTROL
 AI9408
 AI9408.No superseded survey control is available for this station.
 AI9408
 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  HISTORY     - 20071007 GOOD             GEOCAC
 AI9408  HISTORY     - 20240922 GOOD             INDIV
 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.
 AI9408'
 AI9408'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 47 AND THE
 AI9408'GARDEN STATE PARKWAY AT INTERCHANGE 4, GO SOUTHEAST ON STATE ROUTE 47
 AI9408'FOR 3.1 MI (5.0 KM) TO THE INTERSECTION WITH ATLANTIC AVENUE.  TURN
 AI9408'RIGHT AND GO SOUTHWEST ON ATLANTIC AVENUE FOR 0.30 MI (0.48 KM) TO THE
 AI9408'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN A CONCRETE PAD IN
 AI9408'FRONT OF THE OFFICE FOR THE CORAL SANDS MOTEL.
 AI9408'
 AI9408'THE STATION IS 3.4 M (11.2 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST
 AI9408'CURBLINE OF ATLANTIC AVENUE, 22.3 M (73.2 FT) EAST-NORTHEAST FROM THE
 AI9408'NORTHEAST CURBLINE OF LAVENDER ROAD, 3.4 M (11.2 FT) SOUTH FROM A WOOD
 AI9408'UTILITY POLE WITH NO NUMBER, 3.6 M (11.8 FT) WEST FROM THE NORTHWEST
 AI9408'CORNER OF THE CORAL SANDS MOTEL AND 6.9 M (22.6 FT) NORTH-NORTHEAST
 AI9408'FROM THE WEST CORNER OF THE CORAL SANDS MOTEL.
 AI9408
 AI9408                          STATION RECOVERY (2007)
 AI9408
 AI9408'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9408'RECOVERED IN GOOD CONDITION.
 AI9408
 AI9408                          STATION RECOVERY (2024)
 AI9408
 AI9408'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (WTF)
 AI9408'SETTING APPEARS TO BE SECURE.  SURFACE IS MORE WORN.  DATE STAMP IS
 AI9408'LESS LEGIBLE COMPARED TO PREVIOUS PHOTOGRAPH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9409 ***********************************************************************
 AI9409  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9409  DESIGNATION -  853 5835 TIDAL TBM 2
 AI9409  PID         -  AI9409
 AI9409  STATE/COUNTY-  NJ/CAPE MAY
 AI9409  COUNTRY     -  US
 AI9409  USGS QUAD   -  WILDWOOD (2019)
 AI9409
 AI9409                         *CURRENT SURVEY CONTROL
 AI9409  ______________________________________________________________________
 AI9409* NAD 83(1986) POSITION- 38 58 35.     (N) 074 49 37.     (W)   SCALED
 AI9409* NAVD 88 ORTHO HEIGHT -     3.152 (meters)       10.34  (feet) ADJUSTED
 AI9409  ______________________________________________________________________
 AI9409  GEOID HEIGHT    -        -35.508 (meters)                     GEOID18
 AI9409  DYNAMIC HEIGHT  -          3.150 (meters)       10.33  (feet) COMP
 AI9409  MODELED GRAVITY -    980,050.9   (mgal)                       NAVD 88
 AI9409
 AI9409  VERT ORDER      -  FIRST     CLASS II
 AI9409
 AI9409.The horizontal coordinates were scaled from a map and have
 AI9409.an estimated accuracy of +/- 6 seconds.
 AI9409
 AI9409.The orthometric height was determined by differential leveling and
 AI9409.adjusted by the NATIONAL GEODETIC SURVEY
 AI9409.in March 2001.
 AI9409
 AI9409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9409.GEOID18 height accuracy estimate available here.
 AI9409
 AI9409.This Tidal Bench Mark is designated as VM 2775
 AI9409.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9409
 AI9409.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ149141(NAD 83)
 AI9409
 AI9409                          SUPERSEDED SURVEY CONTROL
 AI9409
 AI9409.No superseded survey control is available for this station.
 AI9409
 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       NGS
 AI9409  HISTORY     - 19990107 GOOD             NJGS
 AI9409  HISTORY     - 20071007 MARK NOT FOUND   GEOCAC
 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.
 AI9409
 AI9409                          STATION RECOVERY (2007)
 AI9409
 AI9409'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9409'MOTEL HAS BEEN TORN DOWN AND A NEW BUILDING HAS BEEN BUILT ON THIS
 AI9409'SITE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9390 ***********************************************************************
 AI9390  DESIGNATION -  853 5838 A TIDAL
 AI9390  PID         -  AI9390
 AI9390  STATE/COUNTY-  NJ/CAPE MAY
 AI9390  COUNTRY     -  US
 AI9390  USGS QUAD   -  WILDWOOD (2019)
 AI9390
 AI9390                         *CURRENT SURVEY CONTROL
 AI9390  ______________________________________________________________________
 AI9390* NAD 83(1986) POSITION- 38 58 43.     (N) 074 50 10.     (W)   SCALED
 AI9390* NAVD 88 ORTHO HEIGHT -     1.226 (meters)        4.02  (feet) ADJUSTED
 AI9390  ______________________________________________________________________
 AI9390  GEOID HEIGHT    -        -35.495 (meters)                     GEOID18
 AI9390  DYNAMIC HEIGHT  -          1.226 (meters)        4.02  (feet) COMP
 AI9390  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 AI9390
 AI9390  VERT ORDER      -  FIRST     CLASS II
 AI9390
 AI9390.The horizontal coordinates were scaled from a map and have
 AI9390.an estimated accuracy of +/- 6 seconds.
 AI9390
 AI9390.The orthometric height was determined by differential leveling and
 AI9390.adjusted by the NATIONAL GEODETIC SURVEY
 AI9390.in March 2001.
 AI9390
 AI9390.No vertical observational check was made to the station.
 AI9390
 AI9390.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9390.GEOID18 height accuracy estimate available here.
 AI9390
 AI9390.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ141144(NAD 83)
 AI9390
 AI9390                          SUPERSEDED SURVEY CONTROL
 AI9390
 AI9390.No superseded survey control is available for this station.
 AI9390
 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: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 AI9389 ***********************************************************************
 AI9389  DESIGNATION -  853 5838 B TIDAL
 AI9389  PID         -  AI9389
 AI9389  STATE/COUNTY-  NJ/CAPE MAY
 AI9389  COUNTRY     -  US
 AI9389  USGS QUAD   -  WILDWOOD (2019)
 AI9389
 AI9389                         *CURRENT SURVEY CONTROL
 AI9389  ______________________________________________________________________
 AI9389* NAD 83(1986) POSITION- 38 58 41.16   (N) 074 50 10.60   (W)   HD_HELD1
 AI9389* NAVD 88 ORTHO HEIGHT -     1.534 (meters)        5.03  (feet) ADJUSTED
 AI9389  ______________________________________________________________________
 AI9389  GEOID HEIGHT    -        -35.496 (meters)                     GEOID18
 AI9389  DYNAMIC HEIGHT  -          1.533 (meters)        5.03  (feet) COMP
 AI9389  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 AI9389
 AI9389  VERT ORDER      -  FIRST     CLASS II
 AI9389
 AI9389.The horizontal coordinates were determined by differentially corrected
 AI9389.hand held GPS observations or other comparable positioning techniques
 AI9389.and have an estimated accuracy of +/- 3 meters.
 AI9389
 AI9389.The orthometric height was determined by differential leveling and
 AI9389.adjusted by the NATIONAL GEODETIC SURVEY
 AI9389.in March 2001.
 AI9389
 AI9389.No vertical observational check was made to the station.
 AI9389
 AI9389.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9389.GEOID18 height accuracy estimate available here.
 AI9389
 AI9389.Click photographs - Photos may exist for this station.
 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       -    16,123.3     120,863.4     MT  (+/- 3 meters HH1 GPS) 
 AI9389
 AI9389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1418114359(NAD 83)
 AI9389
 AI9389                          SUPERSEDED SURVEY CONTROL
 AI9389
 AI9389.No superseded survey control is available for this station.
 AI9389
 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: I = MARKER IS A STEEL ROD
 AI9389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9389+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2020
 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  HISTORY     - 20080508 GOOD             INDIV
 AI9389  HISTORY     - 20200304 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.
 AI9389
 AI9389                          STATION RECOVERY (2008)
 AI9389
 AI9389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JMK)
 AI9389'RECOVERED IN GOOD CONDITION.
 AI9389
 AI9389                          STATION RECOVERY (2020)
 AI9389
 AI9389'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AI9389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9399 ***********************************************************************
 AI9399  DESIGNATION -  853 5838 D TIDAL
 AI9399  PID         -  AI9399
 AI9399  STATE/COUNTY-  NJ/CAPE MAY
 AI9399  COUNTRY     -  US
 AI9399  USGS QUAD   -  WILDWOOD (2019)
 AI9399
 AI9399                         *CURRENT SURVEY CONTROL
 AI9399  ______________________________________________________________________
 AI9399* NAD 83(1986) POSITION- 38 58 37.80   (N) 074 50 14.28   (W)   HD_HELD1
 AI9399* NAVD 88 ORTHO HEIGHT -     1.324 (meters)        4.34  (feet) ADJUSTED
 AI9399  ______________________________________________________________________
 AI9399  GEOID HEIGHT    -        -35.498 (meters)                     GEOID18
 AI9399  DYNAMIC HEIGHT  -          1.323 (meters)        4.34  (feet) COMP
 AI9399  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 AI9399
 AI9399  VERT ORDER      -  FIRST     CLASS II
 AI9399
 AI9399.The horizontal coordinates were determined by differentially corrected
 AI9399.hand held GPS observations or other comparable positioning techniques
 AI9399.and have an estimated accuracy of +/- 3 meters.
 AI9399
 AI9399.The orthometric height was determined by differential leveling and
 AI9399.adjusted by the NATIONAL GEODETIC SURVEY
 AI9399.in March 2001.
 AI9399
 AI9399.No vertical observational check was made to the station.
 AI9399
 AI9399.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9399.GEOID18 height accuracy estimate available here.
 AI9399
 AI9399.Click photographs - Photos may exist for this station.
 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       -    16,020.0     120,774.4     MT  (+/- 3 meters HH1 GPS) 
 AI9399
 AI9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1409314255(NAD 83)
 AI9399
 AI9399                          SUPERSEDED SURVEY CONTROL
 AI9399
 AI9399.No superseded survey control is available for this station.
 AI9399
 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: I = MARKER IS A STEEL ROD
 AI9399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9399+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 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  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI9399
 AI9399                          STATION RECOVERY (2007)
 AI9399
 AI9399'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI9399'MARK IS ABOUT 2 INCHES BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9388 ***********************************************************************
 AI9388  DESIGNATION -  853 5838 E TIDAL
 AI9388  PID         -  AI9388
 AI9388  STATE/COUNTY-  NJ/CAPE MAY
 AI9388  COUNTRY     -  US
 AI9388  USGS QUAD   -  WILDWOOD (2019)
 AI9388
 AI9388                         *CURRENT SURVEY CONTROL
 AI9388  ______________________________________________________________________
 AI9388* NAD 83(1986) POSITION- 38 58 26.     (N) 074 50 22.     (W)   SCALED
 AI9388* NAVD 88 ORTHO HEIGHT -     1.897 (meters)        6.22  (feet) ADJUSTED
 AI9388  ______________________________________________________________________
 AI9388  GEOID HEIGHT    -        -35.504 (meters)                     GEOID18
 AI9388  DYNAMIC HEIGHT  -          1.896 (meters)        6.22  (feet) COMP
 AI9388  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 AI9388
 AI9388  VERT ORDER      -  FIRST     CLASS II
 AI9388
 AI9388.The horizontal coordinates were scaled from a map and have
 AI9388.an estimated accuracy of +/- 6 seconds.
 AI9388
 AI9388.The orthometric height was determined by differential leveling and
 AI9388.adjusted by the NATIONAL GEODETIC SURVEY
 AI9388.in March 2001.
 AI9388
 AI9388.No vertical observational check was made to the station.
 AI9388
 AI9388.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9388.GEOID18 height accuracy estimate available here.
 AI9388
 AI9388.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ139138(NAD 83)
 AI9388
 AI9388                          SUPERSEDED SURVEY CONTROL
 AI9388
 AI9388.No superseded survey control is available for this station.
 AI9388
 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 - May 08, 2008
 AI9388
 AI9388  HISTORY     - Date     Condition        Report By
 AI9388  HISTORY     - 1977     MONUMENTED       PORTER
 AI9388  HISTORY     - 19980911 GOOD             NJGS
 AI9388  HISTORY     - 20080508 GOOD             INDIV
 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.
 AI9388
 AI9388                          STATION RECOVERY (2008)
 AI9388
 AI9388'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JMK)
 AI9388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1183 ***********************************************************************
 HU1183  DESIGNATION -  853 5901 H TIDAL
 HU1183  PID         -  HU1183
 HU1183  STATE/COUNTY-  NJ/CAPE MAY
 HU1183  COUNTRY     -  US
 HU1183  USGS QUAD   -  CAPE MAY (2019)
 HU1183
 HU1183                         *CURRENT SURVEY CONTROL
 HU1183  ______________________________________________________________________
 HU1183* NAD 83(1986) POSITION- 38 56 52.     (N) 074 53 25.     (W)   SCALED
 HU1183* NAVD 88 ORTHO HEIGHT -     1.706 (meters)        5.60  (feet) ADJUSTED
 HU1183  ______________________________________________________________________
 HU1183  GEOID HEIGHT    -        -35.518 (meters)                     GEOID18
 HU1183  DYNAMIC HEIGHT  -          1.705 (meters)        5.59  (feet) COMP
 HU1183  MODELED GRAVITY -    980,048.4   (mgal)                       NAVD 88
 HU1183
 HU1183  VERT ORDER      -  FIRST     CLASS II
 HU1183
 HU1183.The horizontal coordinates were scaled from a map and have
 HU1183.an estimated accuracy of +/- 6 seconds.
 HU1183
 HU1183.The orthometric height was determined by differential leveling and
 HU1183.adjusted by the NATIONAL GEODETIC SURVEY
 HU1183.in March 2001.
 HU1183
 HU1183.No vertical observational check was made to the station.
 HU1183
 HU1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1183.GEOID18 height accuracy estimate available here.
 HU1183
 HU1183.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ095109(NAD 83)
 HU1183
 HU1183                          SUPERSEDED SURVEY CONTROL
 HU1183
 HU1183  NAVD 88 (06/15/91)    1.708  (m)            5.60   (f) SUPERSEDED  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
 HU1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1183.See file dsdata.pdf to determine how the superseded data were derived.
 HU1183
 HU1183_MARKER: DJ = TIDAL STATION DISK
 HU1183_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1183_STAMPING: 5901 H 1977
 HU1183_MARK LOGO: NOS
 HU1183_PROJECTION: FLUSH
 HU1183_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20080627 MARK NOT FOUND   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.
 HU1183
 HU1183                          STATION RECOVERY (2008)
 HU1183
 HU1183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (HLH)
 HU1183'MARK NOT FOUND. USCG PERSONNEL CONFIRMED MARK WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1185 ***********************************************************************
 HU1185  DESIGNATION -  853 5901 J TIDAL
 HU1185  PID         -  HU1185
 HU1185  STATE/COUNTY-  NJ/CAPE MAY
 HU1185  COUNTRY     -  US
 HU1185  USGS QUAD   -  CAPE MAY (2019)
 HU1185
 HU1185                         *CURRENT SURVEY CONTROL
 HU1185  ______________________________________________________________________
 HU1185* NAD 83(1986) POSITION- 38 56 48.     (N) 074 53 19.     (W)   SCALED
 HU1185* NAVD 88 ORTHO HEIGHT -     2.258 (meters)        7.41  (feet) ADJUSTED
 HU1185  ______________________________________________________________________
 HU1185  GEOID HEIGHT    -        -35.522 (meters)                     GEOID18
 HU1185  DYNAMIC HEIGHT  -          2.257 (meters)        7.40  (feet) COMP
 HU1185  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 HU1185
 HU1185  VERT ORDER      -  FIRST     CLASS II
 HU1185
 HU1185.The horizontal coordinates were scaled from a map and have
 HU1185.an estimated accuracy of +/- 6 seconds.
 HU1185
 HU1185.The orthometric height was determined by differential leveling and
 HU1185.adjusted by the NATIONAL GEODETIC SURVEY
 HU1185.in June 1991.
 HU1185
 HU1185.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1185.GEOID18 height accuracy estimate available here.
 HU1185
 HU1185.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ096108(NAD 83)
 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
 HU1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1185.See file dsdata.pdf to determine how the superseded data were derived.
 HU1185
 HU1185_MARKER: DJ = TIDAL STATION DISK
 HU1185_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 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  HISTORY     - 20080627 POOR             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.
 HU1185
 HU1185                          STATION RECOVERY (2008)
 HU1185
 HU1185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (HLH)
 HU1185'MARK FOUND DAMAGED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1184 ***********************************************************************
 HU1184  DESIGNATION -  853 5901 K TIDAL
 HU1184  PID         -  HU1184
 HU1184  STATE/COUNTY-  NJ/CAPE MAY
 HU1184  COUNTRY     -  US
 HU1184  USGS QUAD   -  CAPE MAY (2019)
 HU1184
 HU1184                         *CURRENT SURVEY CONTROL
 HU1184  ______________________________________________________________________
 HU1184* NAD 83(1986) POSITION- 38 56 49.     (N) 074 53 23.     (W)   SCALED
 HU1184* NAVD 88 ORTHO HEIGHT -     1.977 (meters)        6.49  (feet) ADJUSTED
 HU1184  ______________________________________________________________________
 HU1184  GEOID HEIGHT    -        -35.520 (meters)                     GEOID18
 HU1184  DYNAMIC HEIGHT  -          1.975 (meters)        6.48  (feet) COMP
 HU1184  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 HU1184
 HU1184  VERT ORDER      -  FIRST     CLASS II
 HU1184
 HU1184.The horizontal coordinates were scaled from a map and have
 HU1184.an estimated accuracy of +/- 6 seconds.
 HU1184
 HU1184.The orthometric height was determined by differential leveling and
 HU1184.adjusted by the NATIONAL GEODETIC SURVEY
 HU1184.in June 1991.
 HU1184
 HU1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1184.GEOID18 height accuracy estimate available here.
 HU1184
 HU1184.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ095108(NAD 83)
 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
 HU1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1184.See file dsdata.pdf to determine how the superseded data were derived.
 HU1184
 HU1184_MARKER: DJ = TIDAL STATION DISK
 HU1184_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1184_STAMPING: 5901 K 1977
 HU1184_MARK LOGO: NOS
 HU1184_PROJECTION: FLUSH
 HU1184_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 HU0018 ***********************************************************************
 HU0018  DESIGNATION -  853 5901 TIDAL 2 STA 86
 HU0018  PID         -  HU0018
 HU0018  STATE/COUNTY-  NJ/CAPE MAY
 HU0018  COUNTRY     -  US
 HU0018  USGS QUAD   -  CAPE MAY (2019)
 HU0018
 HU0018                         *CURRENT SURVEY CONTROL
 HU0018  ______________________________________________________________________
 HU0018* NAD 83(1986) POSITION- 38 56 52.     (N) 074 53 01.     (W)   SCALED
 HU0018* NAVD 88 ORTHO HEIGHT -     2.085 (meters)        6.84  (feet) ADJUSTED
 HU0018  ______________________________________________________________________
 HU0018  GEOID HEIGHT    -        -35.524 (meters)                     GEOID18
 HU0018  DYNAMIC HEIGHT  -          2.084 (meters)        6.84  (feet) COMP
 HU0018  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 HU0018
 HU0018  VERT ORDER      -  FIRST     CLASS II
 HU0018
 HU0018.The horizontal coordinates were scaled from a map and have
 HU0018.an estimated accuracy of +/- 6 seconds.
 HU0018
 HU0018.The orthometric height was determined by differential leveling and
 HU0018.adjusted by the NATIONAL GEODETIC SURVEY
 HU0018.in June 1991.
 HU0018
 HU0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0018.GEOID18 height accuracy estimate available here.
 HU0018
 HU0018.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ100109(NAD 83)
 HU0018
 HU0018                          SUPERSEDED SURVEY CONTROL
 HU0018
 HU0018  NGVD 29 (04/16/92)    2.481  (m)            8.14   (f) ADJUSTED    1 2
 HU0018  NGVD 29 (01/10/92)    2.481  (m)            8.14   (f) SUPERSEDED  1 2
 HU0018  NGVD 29 (??/??/87)    2.517  (m)            8.26   (f) SUPERSEDED  1 2
 HU0018
 HU0018.Superseded values are not recommended for survey control.
 HU0018
 HU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0018.See file dsdata.pdf to determine how the superseded data were derived.
 HU0018
 HU0018_MARKER: DB = BENCH MARK DISK
 HU0018_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0018_SP_SET: DRAINAGE MANHOLE
 HU0018_STAMPING: NO 2 1924 8.576
 HU0018_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 HU0019 ***********************************************************************
 HU0019  DESIGNATION -  853 5901 TIDAL 5 STA 86
 HU0019  PID         -  HU0019
 HU0019  STATE/COUNTY-  NJ/CAPE MAY
 HU0019  COUNTRY     -  US
 HU0019  USGS QUAD   -  CAPE MAY (2019)
 HU0019
 HU0019                         *CURRENT SURVEY CONTROL
 HU0019  ______________________________________________________________________
 HU0019* NAD 83(1986) POSITION- 38 56 53.     (N) 074 52 59.     (W)   SCALED
 HU0019* NAVD 88 ORTHO HEIGHT -     3.670 (meters)       12.04  (feet) ADJUSTED
 HU0019  ______________________________________________________________________
 HU0019  GEOID HEIGHT    -        -35.524 (meters)                     GEOID18
 HU0019  DYNAMIC HEIGHT  -          3.667 (meters)       12.03  (feet) COMP
 HU0019  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 HU0019
 HU0019  VERT ORDER      -  FIRST     CLASS II
 HU0019
 HU0019.The horizontal coordinates were scaled from a map and have
 HU0019.an estimated accuracy of +/- 6 seconds.
 HU0019
 HU0019.The orthometric height was determined by differential leveling and
 HU0019.adjusted by the NATIONAL GEODETIC SURVEY
 HU0019.in June 1991.
 HU0019
 HU0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0019.GEOID18 height accuracy estimate available here.
 HU0019
 HU0019.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ101110(NAD 83)
 HU0019
 HU0019                          SUPERSEDED SURVEY CONTROL
 HU0019
 HU0019  NGVD 29 (04/16/92)    4.065  (m)           13.34   (f) ADJUSTED    1 2
 HU0019  NGVD 29 (01/10/92)    4.065  (m)           13.34   (f) SUPERSEDED  1 2
 HU0019  NGVD 29 (??/??/87)    4.065  (m)           13.34   (f) SUPERSEDED  1 2
 HU0019
 HU0019.Superseded values are not recommended for survey control.
 HU0019
 HU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0019.See file dsdata.pdf to determine how the superseded data were derived.
 HU0019
 HU0019_MARKER: DB = BENCH MARK DISK
 HU0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0019_SP_SET: BUILDING
 HU0019_STAMPING: NO 5 1924 13.356
 HU0019_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 HU1182 ***********************************************************************
 HU1182  DESIGNATION -  853 5902 A TIDAL
 HU1182  PID         -  HU1182
 HU1182  STATE/COUNTY-  NJ/CAPE MAY
 HU1182  COUNTRY     -  US
 HU1182  USGS QUAD   -  CAPE MAY (2019)
 HU1182
 HU1182                         *CURRENT SURVEY CONTROL
 HU1182  ______________________________________________________________________
 HU1182* NAD 83(1986) POSITION- 38 56 48.     (N) 074 54 18.     (W)   SCALED
 HU1182* NAVD 88 ORTHO HEIGHT -     1.796 (meters)        5.89  (feet) ADJUSTED
 HU1182  ______________________________________________________________________
 HU1182  GEOID HEIGHT    -        -35.507 (meters)                     GEOID18
 HU1182  DYNAMIC HEIGHT  -          1.795 (meters)        5.89  (feet) COMP
 HU1182  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 HU1182
 HU1182  VERT ORDER      -  FIRST     CLASS II
 HU1182
 HU1182.The horizontal coordinates were scaled from a map and have
 HU1182.an estimated accuracy of +/- 6 seconds.
 HU1182
 HU1182.The orthometric height was determined by differential leveling and
 HU1182.adjusted by the NATIONAL GEODETIC SURVEY
 HU1182.in March 2001.
 HU1182
 HU1182.No vertical observational check was made to the station.
 HU1182
 HU1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1182.GEOID18 height accuracy estimate available here.
 HU1182
 HU1182.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ082108(NAD 83)
 HU1182
 HU1182                          SUPERSEDED SURVEY CONTROL
 HU1182
 HU1182  NAVD 88 (06/15/91)    1.803  (m)            5.92   (f) SUPERSEDED  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
 HU1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1182.See file dsdata.pdf to determine how the superseded data were derived.
 HU1182
 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 = JULY 24, 2026 22:12:30 EDT
 HU1181 ***********************************************************************
 HU1181  DESIGNATION -  853 5902 B TIDAL
 HU1181  PID         -  HU1181
 HU1181  STATE/COUNTY-  NJ/CAPE MAY
 HU1181  COUNTRY     -  US
 HU1181  USGS QUAD   -  CAPE MAY (2019)
 HU1181
 HU1181                         *CURRENT SURVEY CONTROL
 HU1181  ______________________________________________________________________
 HU1181* NAD 83(1986) POSITION- 38 56 49.     (N) 074 54 16.     (W)   SCALED
 HU1181* NAVD 88 ORTHO HEIGHT -     2.795 (meters)        9.17  (feet) ADJUSTED
 HU1181  ______________________________________________________________________
 HU1181  GEOID HEIGHT    -        -35.507 (meters)                     GEOID18
 HU1181  DYNAMIC HEIGHT  -          2.794 (meters)        9.17  (feet) COMP
 HU1181  MODELED GRAVITY -    980,048.5   (mgal)                       NAVD 88
 HU1181
 HU1181  VERT ORDER      -  FIRST     CLASS II
 HU1181
 HU1181.The horizontal coordinates were scaled from a map and have
 HU1181.an estimated accuracy of +/- 6 seconds.
 HU1181
 HU1181.The orthometric height was determined by differential leveling and
 HU1181.adjusted by the NATIONAL GEODETIC SURVEY
 HU1181.in March 2001.
 HU1181
 HU1181.No vertical observational check was made to the station.
 HU1181
 HU1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1181.GEOID18 height accuracy estimate available here.
 HU1181
 HU1181.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ082108(NAD 83)
 HU1181
 HU1181                          SUPERSEDED SURVEY CONTROL
 HU1181
 HU1181  NAVD 88 (06/15/91)    2.796  (m)            9.17   (f) SUPERSEDED  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
 HU1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1181.See file dsdata.pdf to determine how the superseded data were derived.
 HU1181
 HU1181_MARKER: DJ = TIDAL STATION DISK
 HU1181_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 HU1178 ***********************************************************************
 HU1178  DESIGNATION -  853 5902 C TIDAL
 HU1178  PID         -  HU1178
 HU1178  STATE/COUNTY-  NJ/CAPE MAY
 HU1178  COUNTRY     -  US
 HU1178  USGS QUAD   -  CAPE MAY (2019)
 HU1178
 HU1178                         *CURRENT SURVEY CONTROL
 HU1178  ______________________________________________________________________
 HU1178* NAD 83(1986) POSITION- 38 56 52.0    (N) 074 54 37.8    (W)   HD_HELD2
 HU1178* NAVD 88 ORTHO HEIGHT -     3.328 (meters)       10.92  (feet) ADJUSTED
 HU1178  ______________________________________________________________________
 HU1178  GEOID HEIGHT    -        -35.500 (meters)                     GEOID18
 HU1178  DYNAMIC HEIGHT  -          3.326 (meters)       10.91  (feet) COMP
 HU1178  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 HU1178
 HU1178  VERT ORDER      -  FIRST     CLASS II
 HU1178
 HU1178.The horizontal coordinates were established by autonomous hand held GPS
 HU1178.observations and have an estimated accuracy of +/- 10 meters.
 HU1178
 HU1178.The orthometric height was determined by differential leveling and
 HU1178.adjusted by the NATIONAL GEODETIC SURVEY
 HU1178.in June 1991.
 HU1178
 HU1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1178.GEOID18 height accuracy estimate available here.
 HU1178
 HU1178.Click photographs - Photos may exist for this station.
 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       -    12,784.      114,417.      MT  (+/- 10 meters HH2 GPS)
 HU1178
 HU1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0775510985(NAD 83)
 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
 HU1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1178.See file dsdata.pdf to determine how the superseded data were derived.
 HU1178
 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 - March 12, 2020
 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  HISTORY     - 20090225 GOOD             INDIV
 HU1178  HISTORY     - 20100402 GOOD             INDIV
 HU1178  HISTORY     - 20161108 GOOD             PB
 HU1178  HISTORY     - 20200312 GOOD             NJGS
 HU1178
 HU1178                          STATION DESCRIPTION
 HU1178
 HU1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1178'IN CAPE MAY.  0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 109 (LAFAYETTE
 HU1178'STREET) FROM THE CAPE MAY CANAL AT CAPE MAY, IN THE SOUTHWEST ABUTMENT
 HU1178'OF BRIDGE OVER SCHELLENGER CREEK, 6.4 FEET SOUTHEAST OF THE CONCRETE
 HU1178'CURB OF THE BRIDGE, 8.5 FEET WEST OF THE NORTHEAST CORNER OF THE
 HU1178'ABUTMENT, 2 FEET SOUTH OF THE NORTHWEST CORNER OF THE ABUTMENT AND
 HU1178'22.4 FEET 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.
 HU1178'
 HU1178'TO 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.
 HU1178'
 HU1178'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.
 HU1178
 HU1178                          STATION RECOVERY (2009)
 HU1178
 HU1178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 HU1178'THE STATION WAS RECOVERED AS DESCRIBED.
 HU1178
 HU1178                          STATION RECOVERY (2010)
 HU1178
 HU1178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JMD)
 HU1178'RECOVERED IN GOOD CONDITION.
 HU1178
 HU1178                          STATION RECOVERY (2016)
 HU1178
 HU1178'RECOVERY NOTE BY PBS&J 2016 (MJB)
 HU1178'RECOVERED IN GOOD CONDITION.
 HU1178
 HU1178                          STATION RECOVERY (2020)
 HU1178
 HU1178'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 HU1178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1177 ***********************************************************************
 HU1177  DESIGNATION -  853 5902 D TIDAL
 HU1177  PID         -  HU1177
 HU1177  STATE/COUNTY-  NJ/CAPE MAY
 HU1177  COUNTRY     -  US
 HU1177  USGS QUAD   -  CAPE MAY (2019)
 HU1177
 HU1177                         *CURRENT SURVEY CONTROL
 HU1177  ______________________________________________________________________
 HU1177* NAD 83(1986) POSITION- 38 56 52.     (N) 074 54 37.     (W)   SCALED
 HU1177* NAVD 88 ORTHO HEIGHT -     2.991 (meters)        9.81  (feet) ADJUSTED
 HU1177  ______________________________________________________________________
 HU1177  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 HU1177  DYNAMIC HEIGHT  -          2.989 (meters)        9.81  (feet) COMP
 HU1177  MODELED GRAVITY -    980,048.6   (mgal)                       NAVD 88
 HU1177
 HU1177  VERT ORDER      -  FIRST     CLASS II
 HU1177
 HU1177.The horizontal coordinates were scaled from a map and have
 HU1177.an estimated accuracy of +/- 6 seconds.
 HU1177
 HU1177.The orthometric height was determined by differential leveling and
 HU1177.adjusted by the NATIONAL GEODETIC SURVEY
 HU1177.in June 1991.
 HU1177
 HU1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1177.GEOID18 height accuracy estimate available here.
 HU1177
 HU1177.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ077109(NAD 83)
 HU1177
 HU1177                          SUPERSEDED SURVEY CONTROL
 HU1177
 HU1177  NGVD 29 (01/10/92)    3.390  (m)           11.12   (f) ADJUSTED    1 2
 HU1177
 HU1177.Superseded values are not recommended for survey control.
 HU1177
 HU1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1177.See file dsdata.pdf to determine how the superseded data were derived.
 HU1177
 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_MARK LOGO: NOS
 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  HISTORY     - 20071012 MARK NOT FOUND   UE
 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.
 HU1177
 HU1177                          STATION RECOVERY (2007)
 HU1177
 HU1177'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 HU1177'AT THE ELEVATION PUBLISHED, IT WOULD BE ABOUT 4 TO 5 FEET BELOW ROAD
 HU1177'SURFACE. IT APPEARS THAT THE ROAD WAS RAISED AND THE BRIDGE WAS
 HU1177'WIDENED, ALTHOUGH THE ''RECONSTRUCTED 1974'' PLATE IS STILL ON THE
 HU1177'NORTHWEST END OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1176 ***********************************************************************
 HU1176  DESIGNATION -  853 5902 E TIDAL
 HU1176  PID         -  HU1176
 HU1176  STATE/COUNTY-  NJ/CAPE MAY
 HU1176  COUNTRY     -  US
 HU1176  USGS QUAD   -  CAPE MAY (2019)
 HU1176
 HU1176                         *CURRENT SURVEY CONTROL
 HU1176  ______________________________________________________________________
 HU1176* NAD 83(1986) POSITION- 38 57 02.41   (N) 074 54 30.28   (W)   HD_HELD1
 HU1176* NAVD 88 ORTHO HEIGHT -     3.087 (meters)       10.13  (feet) ADJUSTED
 HU1176  ______________________________________________________________________
 HU1176  GEOID HEIGHT    -        -35.496 (meters)                     GEOID18
 HU1176  DYNAMIC HEIGHT  -          3.085 (meters)       10.12  (feet) COMP
 HU1176  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 HU1176
 HU1176  VERT ORDER      -  FIRST     CLASS II
 HU1176
 HU1176.The horizontal coordinates were determined by differentially corrected
 HU1176.hand held GPS observations or other comparable positioning techniques
 HU1176.and have an estimated accuracy of +/- 3 meters.
 HU1176
 HU1176.The orthometric height was determined by differential leveling and
 HU1176.adjusted by the NATIONAL GEODETIC SURVEY
 HU1176.in June 1991.
 HU1176
 HU1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1176.GEOID18 height accuracy estimate available here.
 HU1176
 HU1176.Click photographs - Photos may exist for this station.
 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       -    13,103.9     114,599.7     MT  (+/- 3 meters HH1 GPS) 
 HU1176
 HU1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0793611306(NAD 83)
 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
 HU1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1176.See file dsdata.pdf to determine how the superseded data were derived.
 HU1176
 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 - November 07, 2016
 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  HISTORY     - 20071012 GOOD             UE
 HU1176  HISTORY     - 20161107 GOOD             PB
 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'THE SERVICE STATION IS ON THE NORTHEAST CORNER OF THE JUNCTION OF
 HU1176'STATE ROUTE 109 AND 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.
 HU1176
 HU1176                          STATION RECOVERY (2007)
 HU1176
 HU1176'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 HU1176'RECOVERED IN GOOD CONDITION.
 HU1176
 HU1176                          STATION RECOVERY (2016)
 HU1176
 HU1176'RECOVERY NOTE BY PBS&J 2016 (MJB)
 HU1176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 HU1180  USGS QUAD   -  CAPE MAY (2019)
 HU1180
 HU1180                         *CURRENT SURVEY CONTROL
 HU1180  ______________________________________________________________________
 HU1180* NAD 83(1986) POSITION- 38 55 48.46   (N) 074 56 00.05   (W)   HD_HELD1
 HU1180* NAVD 88 ORTHO HEIGHT -     2.345 (meters)        7.69  (feet) ADJUSTED
 HU1180  ______________________________________________________________________
 HU1180  GEOID HEIGHT    -        -35.520 (meters)                     GEOID18
 HU1180  DYNAMIC HEIGHT  -          2.343 (meters)        7.69  (feet) COMP
 HU1180  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 HU1180
 HU1180  VERT ORDER      -  FIRST     CLASS II
 HU1180
 HU1180.The horizontal coordinates were determined by differentially corrected
 HU1180.hand held GPS observations or other comparable positioning techniques
 HU1180.and have an estimated accuracy of +/- 3 meters.
 HU1180
 HU1180.The orthometric height was determined by differential leveling and
 HU1180.adjusted by the NATIONAL GEODETIC SURVEY
 HU1180.in June 1991.
 HU1180
 HU1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1180.GEOID18 height accuracy estimate available here.
 HU1180
 HU1180.This Tidal Bench Mark is designated as VM 15510
 HU1180.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU1180
 HU1180.Click photographs - Photos may exist for this station.
 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       -    10,833.7     112,427.5     MT  (+/- 3 meters HH1 GPS) 
 HU1180
 HU1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0577709024(NAD 83)
 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
 HU1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1180.See file dsdata.pdf to determine how the superseded data were derived.
 HU1180
 HU1180_MARKER: DJ = TIDAL STATION DISK
 HU1180_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1180_STAMPING: 5962 F 1977
 HU1180_MARK LOGO: NOS
 HU1180_PROJECTION: FLUSH
 HU1180_MAGNETIC: I = MARKER IS A STEEL ROD
 HU1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1180+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2018
 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  HISTORY     - 20081013 GOOD             GEOCAC
 HU1180  HISTORY     - 20121212 GOOD             TWT
 HU1180  HISTORY     - 20180413 GOOD             NJGS
 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.
 HU1180
 HU1180                          STATION RECOVERY (2008)
 HU1180
 HU1180'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1180'RECOVERED IN GOOD CONDITION.
 HU1180
 HU1180                          STATION RECOVERY (2012)
 HU1180
 HU1180'RECOVERY NOTE BY TWT CONS ENG 2012
 HU1180'RECOVERED IN GOOD CONDITION.
 HU1180
 HU1180                          STATION RECOVERY (2018)
 HU1180
 HU1180'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 HU1180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 HU1179  USGS QUAD   -  CAPE MAY (2019)
 HU1179
 HU1179                         *CURRENT SURVEY CONTROL
 HU1179  ______________________________________________________________________
 HU1179* NAD 83(1986) POSITION- 38 55 48.74   (N) 074 55 55.44   (W)   HD_HELD1
 HU1179* NAVD 88 ORTHO HEIGHT -     2.117 (meters)        6.95  (feet) ADJUSTED
 HU1179  ______________________________________________________________________
 HU1179  GEOID HEIGHT    -        -35.520 (meters)                     GEOID18
 HU1179  DYNAMIC HEIGHT  -          2.116 (meters)        6.94  (feet) COMP
 HU1179  MODELED GRAVITY -    980,047.8   (mgal)                       NAVD 88
 HU1179
 HU1179  VERT ORDER      -  FIRST     CLASS II
 HU1179
 HU1179.The horizontal coordinates were determined by differentially corrected
 HU1179.hand held GPS observations or other comparable positioning techniques
 HU1179.and have an estimated accuracy of +/- 3 meters.
 HU1179
 HU1179.The orthometric height was determined by differential leveling and
 HU1179.adjusted by the NATIONAL GEODETIC SURVEY
 HU1179.in June 1991.
 HU1179
 HU1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1179.GEOID18 height accuracy estimate available here.
 HU1179
 HU1179.This Tidal Bench Mark is designated as VM 15511
 HU1179.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU1179
 HU1179.Click photographs - Photos may exist for this station.
 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       -    10,841.8     112,538.5     MT  (+/- 3 meters HH1 GPS) 
 HU1179
 HU1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0588809033(NAD 83)
 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
 HU1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1179.See file dsdata.pdf to determine how the superseded data were derived.
 HU1179
 HU1179_MARKER: DJ = TIDAL STATION DISK
 HU1179_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1179_STAMPING: 5962 G 1977
 HU1179_MARK LOGO: NOS
 HU1179_PROJECTION: FLUSH
 HU1179_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 HU1190  USGS QUAD   -  CAPE MAY (2019)
 HU1190
 HU1190                         *CURRENT SURVEY CONTROL
 HU1190  ______________________________________________________________________
 HU1190* NAD 83(1986) POSITION- 38 58 18.     (N) 074 57 32.     (W)   SCALED
 HU1190* NAVD 88 ORTHO HEIGHT -     2.247 (meters)        7.37  (feet) ADJUSTED
 HU1190  ______________________________________________________________________
 HU1190  GEOID HEIGHT    -        -35.415 (meters)                     GEOID18
 HU1190  DYNAMIC HEIGHT  -          2.245 (meters)        7.37  (feet) COMP
 HU1190  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 HU1190
 HU1190  VERT ORDER      -  FIRST     CLASS II
 HU1190
 HU1190.The horizontal coordinates were scaled from a map and have
 HU1190.an estimated accuracy of +/- 6 seconds.
 HU1190
 HU1190.The orthometric height was determined by differential leveling and
 HU1190.adjusted by the NATIONAL GEODETIC SURVEY
 HU1190.in June 1991.
 HU1190
 HU1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1190.GEOID18 height accuracy estimate available here.
 HU1190
 HU1190.This Tidal Bench Mark is designated as VM 347
 HU1190.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU1190
 HU1190.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ035136(NAD 83)
 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
 HU1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1190.See file dsdata.pdf to determine how the superseded data were derived.
 HU1190
 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_MARK LOGO: NOS
 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  HISTORY     - 20200313 MARK NOT FOUND   NJGS
 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.
 HU1190
 HU1190                          STATION RECOVERY (2020)
 HU1190
 HU1190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 HU1190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1189 ***********************************************************************
 HU1189  DESIGNATION -  853 6110 K TIDAL
 HU1189  PID         -  HU1189
 HU1189  STATE/COUNTY-  NJ/CAPE MAY
 HU1189  COUNTRY     -  US
 HU1189  USGS QUAD   -  CAPE MAY (2019)
 HU1189
 HU1189                         *CURRENT SURVEY CONTROL
 HU1189  ______________________________________________________________________
 HU1189* NAD 83(1986) POSITION- 38 58 24.     (N) 074 57 27.     (W)   SCALED
 HU1189* NAVD 88 ORTHO HEIGHT -     2.394 (meters)        7.85  (feet) ADJUSTED
 HU1189  ______________________________________________________________________
 HU1189  GEOID HEIGHT    -        -35.412 (meters)                     GEOID18
 HU1189  DYNAMIC HEIGHT  -          2.393 (meters)        7.85  (feet) COMP
 HU1189  MODELED GRAVITY -    980,051.7   (mgal)                       NAVD 88
 HU1189
 HU1189  VERT ORDER      -  FIRST     CLASS II
 HU1189
 HU1189.The horizontal coordinates were scaled from a map and have
 HU1189.an estimated accuracy of +/- 6 seconds.
 HU1189
 HU1189.The orthometric height was determined by differential leveling and
 HU1189.adjusted by the NATIONAL GEODETIC SURVEY
 HU1189.in June 1991.
 HU1189
 HU1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1189.GEOID18 height accuracy estimate available here.
 HU1189
 HU1189.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ036138(NAD 83)
 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
 HU1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1189.See file dsdata.pdf to determine how the superseded data were derived.
 HU1189
 HU1189_MARKER: DJ = TIDAL STATION DISK
 HU1189_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU1189_SP_SET: CULVERT HEADWALL
 HU1189_STAMPING: 6110 K 1978
 HU1189_MARK LOGO: NOS
 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  HISTORY     - 20200313 MARK NOT FOUND   NJGS
 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.
 HU1189
 HU1189                          STATION RECOVERY (2020)
 HU1189
 HU1189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 HU1189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG5889 ***********************************************************************
 DG5889  DESIGNATION -  853 6110 L TIDAL
 DG5889  PID         -  DG5889
 DG5889  STATE/COUNTY-  NJ/CAPE MAY
 DG5889  COUNTRY     -  US
 DG5889  USGS QUAD   -  CAPE MAY (2019)
 DG5889
 DG5889                         *CURRENT SURVEY CONTROL
 DG5889  ______________________________________________________________________
 DG5889* NAD 83(1986) POSITION- 38 58 06.     (N) 074 57 36.     (W)   SCALED
 DG5889* NAVD 88 ORTHO HEIGHT -     3.688 (meters)       12.10  (feet) ADJUSTED
 DG5889  ______________________________________________________________________
 DG5889  GEOID HEIGHT    -        -35.422 (meters)                     GEOID18
 DG5889  DYNAMIC HEIGHT  -          3.686 (meters)       12.09  (feet) COMP
 DG5889  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 DG5889
 DG5889  VERT ORDER      -  THIRD
 DG5889
 DG5889.The horizontal coordinates were scaled from a map and have
 DG5889.an estimated accuracy of +/- 6 seconds.
 DG5889
 DG5889.The orthometric height was determined by differential leveling and
 DG5889.adjusted by the NATIONAL GEODETIC SURVEY
 DG5889.in June 2008.
 DG5889
 DG5889.No vertical observational check was made to the station.
 DG5889
 DG5889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5889.GEOID18 height accuracy estimate available here.
 DG5889
 DG5889.Click photographs - Photos may exist for this station.
 DG5889
 DG5889.The dynamic height is computed by dividing the NAVD 88
 DG5889.geopotential number by the normal gravity value computed on the
 DG5889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5889.degrees latitude (g = 980.6199 gals.).
 DG5889
 DG5889.The modeled gravity was interpolated from observed gravity values.
 DG5889
 DG5889;                    North         East    Units  Estimated Accuracy
 DG5889;SPC NJ       -    15,090.      110,140.      MT  (+/- 180 meters Scaled)
 DG5889
 DG5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ034132(NAD 83)
 DG5889
 DG5889                          SUPERSEDED SURVEY CONTROL
 DG5889
 DG5889.No superseded survey control is available for this station.
 DG5889
 DG5889_MARKER: DJ = TIDAL STATION DISK
 DG5889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5889_STAMPING: 6110 L 1979
 DG5889_MARK LOGO: NOS
 DG5889_PROJECTION: FLUSH
 DG5889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5889_ROD/PIPE-DEPTH: 12.8 meters
 DG5889
 DG5889  HISTORY     - Date     Condition        Report By
 DG5889  HISTORY     - 1979     MONUMENTED       NOS
 DG5889  HISTORY     - 19950912 GOOD             NOS
 DG5889
 DG5889                          STATION DESCRIPTION
 DG5889
 DG5889'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 DG5889'THE BENCH MARK IS SET ON THE WEST SIDE OF THE ACCESS ROAD LOCATED AT
 DG5889'THE ENTRANCE GATE TO THE CAPE MAY FERRY MAINTENANCE YARD, 5.5 M (18.0
 DG5889'FT) WEST OF THE CENTERLINE OF THE ACCESS ROAD, 4.7 M (15.4 FT) EAST OF
 DG5889'THE NE CORNER OF THE MAINTENANCE BUILDING, AND 1.2 M (3.9 FT) NNE OF
 DG5889'THE NE CORNER OF A CONCRETE SPILL BANK FOR FUEL TANK.  THE BENCH MARK
 DG5889'IS CRIMPED TO A STAINLESS STEEL ROD DRIVEN 12.8 M (42.0 FT) TO
 DG5889'REFUSAL, AND ENCASED IN 4-INCH PVC PIPE AND CONCRETE KICKBLOCK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG5888 ***********************************************************************
 DG5888  DESIGNATION -  853 6110 R TIDAL
 DG5888  PID         -  DG5888
 DG5888  STATE/COUNTY-  NJ/CAPE MAY
 DG5888  COUNTRY     -  US
 DG5888  USGS QUAD   -  CAPE MAY (2019)
 DG5888
 DG5888                         *CURRENT SURVEY CONTROL
 DG5888  ______________________________________________________________________
 DG5888* NAD 83(1986) POSITION- 38 58 13.04   (N) 074 57 26.46   (W)   HD_HELD1
 DG5888* NAVD 88 ORTHO HEIGHT -     3.374 (meters)       11.07  (feet) ADJUSTED
 DG5888  ______________________________________________________________________
 DG5888  GEOID HEIGHT    -        -35.419 (meters)                     GEOID18
 DG5888  DYNAMIC HEIGHT  -          3.372 (meters)       11.06  (feet) COMP
 DG5888  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 DG5888
 DG5888  VERT ORDER      -  THIRD
 DG5888
 DG5888.The horizontal coordinates were determined by differentially corrected
 DG5888.hand held GPS observations or other comparable positioning techniques
 DG5888.and have an estimated accuracy of +/- 3 meters.
 DG5888
 DG5888.The orthometric height was determined by differential leveling and
 DG5888.adjusted by the NATIONAL GEODETIC SURVEY
 DG5888.in June 2008.
 DG5888
 DG5888.No vertical observational check was made to the station.
 DG5888
 DG5888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5888.GEOID18 height accuracy estimate available here.
 DG5888
 DG5888.Click photographs - Photos may exist for this station.
 DG5888
 DG5888.The dynamic height is computed by dividing the NAVD 88
 DG5888.geopotential number by the normal gravity value computed on the
 DG5888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5888.degrees latitude (g = 980.6199 gals.).
 DG5888
 DG5888.The modeled gravity was interpolated from observed gravity values.
 DG5888
 DG5888;                    North         East    Units  Estimated Accuracy
 DG5888;SPC NJ       -    15,301.9     110,368.7     MT  (+/- 3 meters HH1 GPS) 
 DG5888
 DG5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0369413480(NAD 83)
 DG5888
 DG5888                          SUPERSEDED SURVEY CONTROL
 DG5888
 DG5888.No superseded survey control is available for this station.
 DG5888
 DG5888_MARKER: DJ = TIDAL STATION DISK
 DG5888_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG5888_SP_SET: LIFT TOWER FOUNDATION
 DG5888_STAMPING: 6110 R 1988
 DG5888_MARK LOGO: NOS
 DG5888_PROJECTION: FLUSH
 DG5888_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5888+STABILITY: SURFACE MOTION
 DG5888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5888+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2024
 DG5888
 DG5888  HISTORY     - Date     Condition        Report By
 DG5888  HISTORY     - 1988     MONUMENTED       NOS
 DG5888  HISTORY     - 19950912 GOOD             NOS
 DG5888  HISTORY     - 20240104 GOOD             NJGS
 DG5888
 DG5888                          STATION DESCRIPTION
 DG5888
 DG5888'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 DG5888'THE BENCH MARK IS SET THE SW CORNER OF THE CONCRETE FOUNDATION OF THE
 DG5888'WEST LIFT TOWER FOR THE RAMP LOCATED AT THE CAPE MAY FERRY SLIP NO 3,
 DG5888'37.2 M (122.0 FT) SOUTH OF THE FERRY ADMINISTRATION BUILDING OFFICE
 DG5888'DOOR, 3.4 M (11.2 FT) SOUTH OF THE NO 3 BOLLARD, 3.0 M (9.8 FT) NE OF
 DG5888'THE BULKHEAD, 1.4 M (4.6 FT) WEST OF THE SOUTH EDGE OF FERRY SLIP NO
 DG5888'3, AND 0.1 M (0.3 FT) ABOVE THE GROUND.
 DG5888
 DG5888                          STATION RECOVERY (2024)
 DG5888
 DG5888'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (JB)
 DG5888'RECOVERED AS DESCRIBED.  STAMPING IS HARD TO READ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 HU1194  USGS QUAD   -  CAPE MAY (2019)
 HU1194
 HU1194                         *CURRENT SURVEY CONTROL
 HU1194  ______________________________________________________________________
 HU1194* NAD 83(1986) POSITION- 38 58 06.     (N) 074 57 33.     (W)   SCALED
 HU1194* NAVD 88 ORTHO HEIGHT -     3.236 (meters)       10.62  (feet) ADJUSTED
 HU1194  ______________________________________________________________________
 HU1194  GEOID HEIGHT    -        -35.423 (meters)                     GEOID18
 HU1194  DYNAMIC HEIGHT  -          3.234 (meters)       10.61  (feet) COMP
 HU1194  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 HU1194
 HU1194  VERT ORDER      -  FIRST     CLASS II
 HU1194
 HU1194.The horizontal coordinates were scaled from a map and have
 HU1194.an estimated accuracy of +/- 6 seconds.
 HU1194
 HU1194.The orthometric height was determined by differential leveling and
 HU1194.adjusted by the NATIONAL GEODETIC SURVEY
 HU1194.in June 1991.
 HU1194
 HU1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1194.GEOID18 height accuracy estimate available here.
 HU1194
 HU1194.This Tidal Bench Mark is designated as VM 344
 HU1194.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU1194
 HU1194.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ035132(NAD 83)
 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
 HU1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1194.See file dsdata.pdf to determine how the superseded data were derived.
 HU1194
 HU1194_MARKER: DB = BENCH MARK 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  HISTORY     - 20200313 MARK NOT FOUND   NJGS
 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.
 HU1194
 HU1194                          STATION RECOVERY (2020)
 HU1194
 HU1194'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 HU1194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 HU1196  USGS QUAD   -  CAPE MAY (2019)
 HU1196
 HU1196                         *CURRENT SURVEY CONTROL
 HU1196  ______________________________________________________________________
 HU1196* NAD 83(1986) POSITION- 38 58 06.     (N) 074 57 36.     (W)   SCALED
 HU1196* NAVD 88 ORTHO HEIGHT -     3.224 (meters)       10.58  (feet) ADJUSTED
 HU1196  ______________________________________________________________________
 HU1196  GEOID HEIGHT    -        -35.422 (meters)                     GEOID18
 HU1196  DYNAMIC HEIGHT  -          3.222 (meters)       10.57  (feet) COMP
 HU1196  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 HU1196
 HU1196  VERT ORDER      -  THIRD
 HU1196
 HU1196.The horizontal coordinates were scaled from a map and have
 HU1196.an estimated accuracy of +/- 6 seconds.
 HU1196
 HU1196.The orthometric height was determined by differential leveling and
 HU1196.adjusted by the NATIONAL GEODETIC SURVEY
 HU1196.in June 2008.
 HU1196
 HU1196.No vertical observational check was made to the station.
 HU1196
 HU1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1196.GEOID18 height accuracy estimate available here.
 HU1196
 HU1196.This Tidal Bench Mark is designated as VM 345
 HU1196.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU1196
 HU1196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ034132(NAD 83)
 HU1196
 HU1196                          SUPERSEDED SURVEY CONTROL
 HU1196
 HU1196  NAVD 88 (06/15/91)    3.220  (m)           10.56   (f) SUPERSEDED  1 2
 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
 HU1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1196.See file dsdata.pdf to determine how the superseded data were derived.
 HU1196
 HU1196_MARKER: DB = BENCH MARK 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 = JULY 24, 2026 22:12:30 EDT
 DG5887 ***********************************************************************
 DG5887  DESIGNATION -  853 6110 TIDAL 3
 DG5887  PID         -  DG5887
 DG5887  STATE/COUNTY-  NJ/CAPE MAY
 DG5887  COUNTRY     -  US
 DG5887  USGS QUAD   -  CAPE MAY (2019)
 DG5887
 DG5887                         *CURRENT SURVEY CONTROL
 DG5887  ______________________________________________________________________
 DG5887* NAD 83(1986) POSITION- 38 58 06.     (N) 074 57 36.     (W)   SCALED
 DG5887* NAVD 88 ORTHO HEIGHT -     2.400 (meters)        7.87  (feet) ADJUSTED
 DG5887  ______________________________________________________________________
 DG5887  GEOID HEIGHT    -        -35.422 (meters)                     GEOID18
 DG5887  DYNAMIC HEIGHT  -          2.398 (meters)        7.87  (feet) COMP
 DG5887  MODELED GRAVITY -    980,051.3   (mgal)                       NAVD 88
 DG5887
 DG5887  VERT ORDER      -  THIRD
 DG5887
 DG5887.The horizontal coordinates were scaled from a map and have
 DG5887.an estimated accuracy of +/- 6 seconds.
 DG5887
 DG5887.The orthometric height was determined by differential leveling and
 DG5887.adjusted by the NATIONAL GEODETIC SURVEY
 DG5887.in June 2008.
 DG5887
 DG5887.No vertical observational check was made to the station.
 DG5887
 DG5887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5887.GEOID18 height accuracy estimate available here.
 DG5887
 DG5887.Click photographs - Photos may exist for this station.
 DG5887
 DG5887.The dynamic height is computed by dividing the NAVD 88
 DG5887.geopotential number by the normal gravity value computed on the
 DG5887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5887.degrees latitude (g = 980.6199 gals.).
 DG5887
 DG5887.The modeled gravity was interpolated from observed gravity values.
 DG5887
 DG5887;                    North         East    Units  Estimated Accuracy
 DG5887;SPC NJ       -    15,090.      110,140.      MT  (+/- 180 meters Scaled)
 DG5887
 DG5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ034132(NAD 83)
 DG5887
 DG5887                          SUPERSEDED SURVEY CONTROL
 DG5887
 DG5887.No superseded survey control is available for this station.
 DG5887
 DG5887_MARKER: DB = BENCH MARK DISK
 DG5887_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5887_SP_SET: HEADWALL
 DG5887_STAMPING: NO 3 1965
 DG5887_MARK LOGO: CGS
 DG5887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5887+STABILITY: SURFACE MOTION
 DG5887
 DG5887  HISTORY     - Date     Condition        Report By
 DG5887  HISTORY     - 1965     MONUMENTED       CGS
 DG5887  HISTORY     - 19950912 GOOD             NOS
 DG5887
 DG5887                          STATION DESCRIPTION
 DG5887
 DG5887'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 DG5887'THE BENCH MARK IS SET IN THE CENTER OF THE CONCRETE CULVERT LOCATED ON
 DG5887'THE WEST SIDE OF THE CAPE MAY FERRY TERMINAL, 10.7 M (35.1 FT) NNE OF
 DG5887'THE CENTERLINE OF A SERVICE ROAD, 5.2 M (17.1 FT) WNW OF A CONCRETE
 DG5887'PAD FOR A TRAILER, 3.8 M (12.5 FT) ESE OF A CHAIN LINK FENCE, AND 0.1
 DG5887'M (0.3 FT) BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1193 ***********************************************************************
 HU1193  DESIGNATION -  853 6110 TIDAL 5
 HU1193  PID         -  HU1193
 HU1193  STATE/COUNTY-  NJ/CAPE MAY
 HU1193  COUNTRY     -  US
 HU1193  USGS QUAD   -  CAPE MAY (2019)
 HU1193
 HU1193                         *CURRENT SURVEY CONTROL
 HU1193  ______________________________________________________________________
 HU1193* NAD 83(1986) POSITION- 38 58 13.     (N) 074 57 26.     (W)   SCALED
 HU1193* NAVD 88 ORTHO HEIGHT -     2.404 (meters)        7.89  (feet) ADJUSTED
 HU1193  ______________________________________________________________________
 HU1193  GEOID HEIGHT    -        -35.419 (meters)                     GEOID18
 HU1193  DYNAMIC HEIGHT  -          2.403 (meters)        7.88  (feet) COMP
 HU1193  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 HU1193
 HU1193  VERT ORDER      -  FIRST     CLASS II
 HU1193
 HU1193.The horizontal coordinates were scaled from a map and have
 HU1193.an estimated accuracy of +/- 6 seconds.
 HU1193
 HU1193.The orthometric height was determined by differential leveling and
 HU1193.adjusted by the NATIONAL GEODETIC SURVEY
 HU1193.in June 1991.
 HU1193
 HU1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1193.GEOID18 height accuracy estimate available here.
 HU1193
 HU1193.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ037134(NAD 83)
 HU1193
 HU1193                          SUPERSEDED SURVEY CONTROL
 HU1193
 HU1193  NGVD 29 (01/10/92)    2.810  (m)            9.22   (f) ADJUSTED    1 2
 HU1193
 HU1193.Superseded values are not recommended for survey control.
 HU1193
 HU1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1193.See file dsdata.pdf to determine how the superseded data were derived.
 HU1193
 HU1193_MARKER: DB = BENCH MARK DISK
 HU1193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU1193_SP_SET: HEAD WALL
 HU1193_STAMPING: NO 5 1965
 HU1193_MARK LOGO: CGS
 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  HISTORY     - 20200313 MARK NOT FOUND   NJGS
 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.
 HU1193
 HU1193                          STATION RECOVERY (2020)
 HU1193
 HU1193'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 HU1193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9714 ***********************************************************************
 AI9714  DESIGNATION -  853 6687 A TIDAL
 AI9714  PID         -  AI9714
 AI9714  STATE/COUNTY-  NJ/CAPE MAY
 AI9714  COUNTRY     -  US
 AI9714  USGS QUAD   -  WOODBINE (2019)
 AI9714
 AI9714                         *CURRENT SURVEY CONTROL
 AI9714  ______________________________________________________________________
 AI9714* NAD 83(1986) POSITION- 39 09 42.     (N) 074 49 55.     (W)   SCALED
 AI9714* NAVD 88 ORTHO HEIGHT -     2.295 (meters)        7.53  (feet) ADJUSTED
 AI9714  ______________________________________________________________________
 AI9714  GEOID HEIGHT    -        -34.894 (meters)                     GEOID18
 AI9714  DYNAMIC HEIGHT  -          2.294 (meters)        7.53  (feet) COMP
 AI9714  MODELED GRAVITY -    980,079.5   (mgal)                       NAVD 88
 AI9714
 AI9714  VERT ORDER      -  FIRST     CLASS II
 AI9714
 AI9714.The horizontal coordinates were scaled from a map and have
 AI9714.an estimated accuracy of +/- 6 seconds.
 AI9714
 AI9714.The orthometric height was determined by differential leveling and
 AI9714.adjusted by the NATIONAL GEODETIC SURVEY
 AI9714.in March 2001.
 AI9714
 AI9714.No vertical observational check was made to the station.
 AI9714
 AI9714.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9714.GEOID18 height accuracy estimate available here.
 AI9714
 AI9714.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ145347(NAD 83)
 AI9714
 AI9714                          SUPERSEDED SURVEY CONTROL
 AI9714
 AI9714.No superseded survey control is available for this station.
 AI9714
 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 - September 18, 2007
 AI9714
 AI9714  HISTORY     - Date     Condition        Report By
 AI9714  HISTORY     - 1978     MONUMENTED       PORTER
 AI9714  HISTORY     - 19970604 GOOD             NJGS
 AI9714  HISTORY     - 20021107 GOOD             NJDEP
 AI9714  HISTORY     - 20070918 GOOD             UE
 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.
 AI9714
 AI9714                          STATION RECOVERY (2007)
 AI9714
 AI9714'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9714'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9715 ***********************************************************************
 AI9715  DESIGNATION -  853 6687 C TIDAL
 AI9715  PID         -  AI9715
 AI9715  STATE/COUNTY-  NJ/CAPE MAY
 AI9715  COUNTRY     -  US
 AI9715  USGS QUAD   -  WOODBINE (2019)
 AI9715
 AI9715                         *CURRENT SURVEY CONTROL
 AI9715  ______________________________________________________________________
 AI9715* NAD 83(1986) POSITION- 39 09 40.     (N) 074 50 01.     (W)   SCALED
 AI9715* NAVD 88 ORTHO HEIGHT -     1.890 (meters)        6.20  (feet) ADJUSTED
 AI9715  ______________________________________________________________________
 AI9715  GEOID HEIGHT    -        -34.895 (meters)                     GEOID18
 AI9715  DYNAMIC HEIGHT  -          1.889 (meters)        6.20  (feet) COMP
 AI9715  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 AI9715
 AI9715  VERT ORDER      -  FIRST     CLASS II
 AI9715
 AI9715.The horizontal coordinates were scaled from a map and have
 AI9715.an estimated accuracy of +/- 6 seconds.
 AI9715
 AI9715.The orthometric height was determined by differential leveling and
 AI9715.adjusted by the NATIONAL GEODETIC SURVEY
 AI9715.in March 2001.
 AI9715
 AI9715.No vertical observational check was made to the station.
 AI9715
 AI9715.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9715.GEOID18 height accuracy estimate available here.
 AI9715
 AI9715.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ143346(NAD 83)
 AI9715
 AI9715                          SUPERSEDED SURVEY CONTROL
 AI9715
 AI9715.No superseded survey control is available for this station.
 AI9715
 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: I = MARKER IS A STEEL ROD
 AI9715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9715+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 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  HISTORY     - 20061011 GOOD             NJDEP
 AI9715  HISTORY     - 20080402 GOOD             NJDEP
 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
 AI9715
 AI9715                          STATION RECOVERY (2006)
 AI9715
 AI9715'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2006
 AI9715'HORIZONTAL LOCATION PREVIOUSLY TRANSFERRED FROM AA7201,
 AI9715'E 397,600.91  N 119,607.26  NJSPCS
 AI9715
 AI9715                          STATION RECOVERY (2008)
 AI9715
 AI9715'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2008 (JPO)
 AI9715'RECOVERED IN GOOD CONDITION, LOCATED JUST SOUTH OF MILE MARKER 15.9 ON
 AI9715'ROUTE 47.  MONUMENT IS DIRECTLY UNDER A TELEPHONE POLE AND SUPPORT
 AI9715'WHICH MAY EFFECT SATELITE PERFORMANCE.  N AND E IN THE PREVIOUS
 AI9715'RECOVERY ARE IN FEET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9716 ***********************************************************************
 AI9716  DESIGNATION -  853 6687 D TIDAL
 AI9716  PID         -  AI9716
 AI9716  STATE/COUNTY-  NJ/CAPE MAY
 AI9716  COUNTRY     -  US
 AI9716  USGS QUAD   -  WOODBINE (2019)
 AI9716
 AI9716                         *CURRENT SURVEY CONTROL
 AI9716  ______________________________________________________________________
 AI9716* NAD 83(1986) POSITION- 39 09 40.     (N) 074 50 05.     (W)   SCALED
 AI9716* NAVD 88 ORTHO HEIGHT -     2.564 (meters)        8.41  (feet) ADJUSTED
 AI9716  ______________________________________________________________________
 AI9716  GEOID HEIGHT    -        -34.894 (meters)                     GEOID18
 AI9716  DYNAMIC HEIGHT  -          2.562 (meters)        8.41  (feet) COMP
 AI9716  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 AI9716
 AI9716  VERT ORDER      -  FIRST     CLASS II
 AI9716
 AI9716.The horizontal coordinates were scaled from a map and have
 AI9716.an estimated accuracy of +/- 6 seconds.
 AI9716
 AI9716.The orthometric height was determined by differential leveling and
 AI9716.adjusted by the NATIONAL GEODETIC SURVEY
 AI9716.in March 2001.
 AI9716
 AI9716.No vertical observational check was made to the station.
 AI9716
 AI9716.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9716.GEOID18 height accuracy estimate available here.
 AI9716
 AI9716.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ142346(NAD 83)
 AI9716
 AI9716                          SUPERSEDED SURVEY CONTROL
 AI9716
 AI9716.No superseded survey control is available for this station.
 AI9716
 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: I = MARKER IS A STEEL ROD
 AI9716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9716+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2007
 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  HISTORY     - 20070918 GOOD             UE
 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.
 AI9716
 AI9716                          STATION RECOVERY (2007)
 AI9716
 AI9716'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9716'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2327 ***********************************************************************
 JU2327  DESIGNATION -  853 6736 A TIDAL
 JU2327  PID         -  JU2327
 JU2327  STATE/COUNTY-  NJ/CAPE MAY
 JU2327  COUNTRY     -  US
 JU2327  USGS QUAD   -  WOODBINE (2019)
 JU2327
 JU2327                         *CURRENT SURVEY CONTROL
 JU2327  ______________________________________________________________________
 JU2327* NAD 83(1986) POSITION- 39 10 45.     (N) 074 51 02.     (W)   SCALED
 JU2327* NAVD 88 ORTHO HEIGHT -     0.831 (meters)        2.73  (feet) ADJUSTED
 JU2327  ______________________________________________________________________
 JU2327  GEOID HEIGHT    -        -34.811 (meters)                     GEOID18
 JU2327  DYNAMIC HEIGHT  -          0.831 (meters)        2.73  (feet) COMP
 JU2327  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 JU2327
 JU2327  VERT ORDER      -  FIRST     CLASS II
 JU2327
 JU2327.The horizontal coordinates were scaled from a map and have
 JU2327.an estimated accuracy of +/- 6 seconds.
 JU2327
 JU2327.The orthometric height was determined by differential leveling and
 JU2327.adjusted by the NATIONAL GEODETIC SURVEY
 JU2327.in June 1991.
 JU2327
 JU2327.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2327.GEOID18 height accuracy estimate available here.
 JU2327
 JU2327.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ129366(NAD 83)
 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
 JU2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2327.See file dsdata.pdf to determine how the superseded data were derived.
 JU2327
 JU2327_MARKER: DJ = TIDAL STATION DISK
 JU2327_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2327_STAMPING: 6736 A 1977
 JU2327_MARK LOGO: NOS
 JU2327_PROJECTION: FLUSH
 JU2327_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20220211 MARK NOT FOUND   NJGS
 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.
 JU2327
 JU2327                          STATION RECOVERY (2022)
 JU2327
 JU2327'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU2327'SEARCHED IN MARSH ON WEST SIDE OF BOAT RAMP FOR 2 HOURS.  EXISTENCE
 JU2327'DOUBTFUL.  RECOVERY UNLIKELY WITHOUT EXTRAORDINARY EFFORT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2326 ***********************************************************************
 JU2326  DESIGNATION -  853 6736 B TIDAL
 JU2326  PID         -  JU2326
 JU2326  STATE/COUNTY-  NJ/CAPE MAY
 JU2326  COUNTRY     -  US
 JU2326  USGS QUAD   -  WOODBINE (2019)
 JU2326
 JU2326                         *CURRENT SURVEY CONTROL
 JU2326  ______________________________________________________________________
 JU2326* NAD 83(1986) POSITION- 39 10 45.20   (N) 074 51 04.12   (W)   HD_HELD1
 JU2326* NAVD 88 ORTHO HEIGHT -     0.778 (meters)        2.55  (feet) ADJUSTED
 JU2326  ______________________________________________________________________
 JU2326  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 JU2326  DYNAMIC HEIGHT  -          0.778 (meters)        2.55  (feet) COMP
 JU2326  MODELED GRAVITY -    980,083.0   (mgal)                       NAVD 88
 JU2326
 JU2326  VERT ORDER      -  FIRST     CLASS II
 JU2326
 JU2326.The horizontal coordinates were determined by differentially corrected
 JU2326.hand held GPS observations or other comparable positioning techniques
 JU2326.and have an estimated accuracy of +/- 3 meters.
 JU2326
 JU2326.The orthometric height was determined by differential leveling and
 JU2326.adjusted by the NATIONAL GEODETIC SURVEY
 JU2326.in June 1991.
 JU2326
 JU2326.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2326.GEOID18 height accuracy estimate available here.
 JU2326
 JU2326.Click photographs - Photos may exist for this station.
 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       -    38,454.0     119,661.5     MT  (+/- 3 meters HH1 GPS) 
 JU2326
 JU2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1285736675(NAD 83)
 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
 JU2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2326.See file dsdata.pdf to determine how the superseded data were derived.
 JU2326
 JU2326_MARKER: DJ = TIDAL STATION DISK
 JU2326_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2326_STAMPING: 6736 B 1977
 JU2326_MARK LOGO: NOS
 JU2326_PROJECTION: FLUSH
 JU2326_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2326+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2022
 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  HISTORY     - 20220210 GOOD             NJGS
 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.
 JU2326
 JU2326                          STATION RECOVERY (2022)
 JU2326
 JU2326'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU2326'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-NORTHWEST OF SEA ISLE
 JU2326'CITY, 8.2 MI (13.2 KM) EAST-SOUTHEAST OF HEISLERVILLE AND 4.7 MI (7.6
 JU2326'KM) SOUTH-SOUTHWEST OF WOODBINE IN DENNIS TOWNSHIP.
 JU2326'
 JU2326'TO REACH THE STATION FROM DENNISVILLE, GO 2.25 MI (3.62 KM) NORTHWEST
 JU2326'ALONG STATE ROUTE 47 FROM THE Y-JUNCTION OF STATE ROUTE 83 AT SOUTH
 JU2326'DENNIS, THENCE 1.5 MI (2.4 KM) SOUTH ALONG JAKES LANDING ROAD FROM ITS
 JU2326'INTERSECTION WITH STATE HIGHWAY 47 AT NORTH DENNIS TO DENNIS CREEK.
 JU2326'
 JU2326'THE STATION IS 176.7 FT (53.9 M) SOUTHEAST OF THE NORTH END OF THE
 JU2326'WOOD BULKHEAD RAIL RUNNING PARALLEL WITH JAKES LANDING ROAD, 154.5 FT
 JU2326'(47.1 M) SOUTHWEST OF THE WOOD GUARD RAIL RUNNING PARALLEL WITH THE
 JU2326'CREEK, 147.2 FT (44.9 M) SOUTHWEST OF TIDAL MARK 6736 A, 78 FT (23.8
 JU2326'M) SOUTH-SOUTHEAST OF CUT PILE JUST WEST OF THE WEST END OF GUARD
 JU2326'RAIL, 77.3 FT (23.6 M) EAST OF THE CENTERLINE OF JAKES LANDING ROAD,
 JU2326'74.9 FT (22.8 M) SOUTH OF THE GUARD RAIL, 1.5 FT (0.5 M) NORTH OF A NJ
 JU2326'GEODETIC SURVEY MARKER WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2325 ***********************************************************************
 JU2325  DESIGNATION -  853 6736 C TIDAL
 JU2325  PID         -  JU2325
 JU2325  STATE/COUNTY-  NJ/CAPE MAY
 JU2325  COUNTRY     -  US
 JU2325  USGS QUAD   -  WOODBINE (2019)
 JU2325
 JU2325                         *CURRENT SURVEY CONTROL
 JU2325  ______________________________________________________________________
 JU2325* NAD 83(1986) POSITION- 39 10 48.     (N) 074 51 05.     (W)   SCALED
 JU2325* NAVD 88 ORTHO HEIGHT -     0.715 (meters)        2.35  (feet) ADJUSTED
 JU2325  ______________________________________________________________________
 JU2325  GEOID HEIGHT    -        -34.807 (meters)                     GEOID18
 JU2325  DYNAMIC HEIGHT  -          0.715 (meters)        2.35  (feet) COMP
 JU2325  MODELED GRAVITY -    980,083.2   (mgal)                       NAVD 88
 JU2325
 JU2325  VERT ORDER      -  FIRST     CLASS II
 JU2325
 JU2325.The horizontal coordinates were scaled from a map and have
 JU2325.an estimated accuracy of +/- 6 seconds.
 JU2325
 JU2325.The orthometric height was determined by differential leveling and
 JU2325.adjusted by the NATIONAL GEODETIC SURVEY
 JU2325.in June 1991.
 JU2325
 JU2325.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2325.GEOID18 height accuracy estimate available here.
 JU2325
 JU2325.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ128367(NAD 83)
 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
 JU2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2325.See file dsdata.pdf to determine how the superseded data were derived.
 JU2325
 JU2325_MARKER: DJ = TIDAL STATION DISK
 JU2325_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2325_STAMPING: 6736 C 1977
 JU2325_MARK LOGO: NOS
 JU2325_PROJECTION: RECESSED 5 CENTIMETERS
 JU2325_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 JU2324 ***********************************************************************
 JU2324  DESIGNATION -  853 6736 D TIDAL
 JU2324  PID         -  JU2324
 JU2324  STATE/COUNTY-  NJ/CAPE MAY
 JU2324  COUNTRY     -  US
 JU2324  USGS QUAD   -  WOODBINE (2019)
 JU2324
 JU2324                         *CURRENT SURVEY CONTROL
 JU2324  ______________________________________________________________________
 JU2324* NAD 83(1986) POSITION- 39 10 50.     (N) 074 51 06.     (W)   SCALED
 JU2324* NAVD 88 ORTHO HEIGHT -     0.661 (meters)        2.17  (feet) ADJUSTED
 JU2324  ______________________________________________________________________
 JU2324  GEOID HEIGHT    -        -34.805 (meters)                     GEOID18
 JU2324  DYNAMIC HEIGHT  -          0.660 (meters)        2.17  (feet) COMP
 JU2324  MODELED GRAVITY -    980,083.3   (mgal)                       NAVD 88
 JU2324
 JU2324  VERT ORDER      -  FIRST     CLASS II
 JU2324
 JU2324.The horizontal coordinates were scaled from a map and have
 JU2324.an estimated accuracy of +/- 6 seconds.
 JU2324
 JU2324.The orthometric height was determined by differential leveling and
 JU2324.adjusted by the NATIONAL GEODETIC SURVEY
 JU2324.in June 1991.
 JU2324
 JU2324.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2324.GEOID18 height accuracy estimate available here.
 JU2324
 JU2324.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ128368(NAD 83)
 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
 JU2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2324.See file dsdata.pdf to determine how the superseded data were derived.
 JU2324
 JU2324_MARKER: DJ = TIDAL STATION DISK
 JU2324_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2324_STAMPING: 6736 D 1977
 JU2324_MARK LOGO: NOS
 JU2324_PROJECTION: FLUSH
 JU2324_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20220216 MARK NOT FOUND   NJGS
 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.
 JU2324
 JU2324                          STATION RECOVERY (2022)
 JU2324
 JU2324'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU2324'SEARCHED IN MARSH AT EDGE OF ROAD FOR AN HOUR, EXISTENCE DOUBTFUL.
 JU2324'RECOVERY UNLIKELY WITHOUT EXTRAORDINARY EFFORT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2323 ***********************************************************************
 JU2323  DESIGNATION -  853 6736 E TIDAL
 JU2323  PID         -  JU2323
 JU2323  STATE/COUNTY-  NJ/CAPE MAY
 JU2323  COUNTRY     -  US
 JU2323  USGS QUAD   -  WOODBINE (2019)
 JU2323
 JU2323                         *CURRENT SURVEY CONTROL
 JU2323  ______________________________________________________________________
 JU2323* NAD 83(1986) POSITION- 39 10 52.     (N) 074 51 06.     (W)   SCALED
 JU2323* NAVD 88 ORTHO HEIGHT -     0.740 (meters)        2.43  (feet) ADJUSTED
 JU2323  ______________________________________________________________________
 JU2323  GEOID HEIGHT    -        -34.802 (meters)                     GEOID18
 JU2323  DYNAMIC HEIGHT  -          0.739 (meters)        2.42  (feet) COMP
 JU2323  MODELED GRAVITY -    980,083.4   (mgal)                       NAVD 88
 JU2323
 JU2323  VERT ORDER      -  FIRST     CLASS II
 JU2323
 JU2323.The horizontal coordinates were scaled from a map and have
 JU2323.an estimated accuracy of +/- 6 seconds.
 JU2323
 JU2323.The orthometric height was determined by differential leveling and
 JU2323.adjusted by the NATIONAL GEODETIC SURVEY
 JU2323.in June 1991.
 JU2323
 JU2323.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2323.GEOID18 height accuracy estimate available here.
 JU2323
 JU2323.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ128368(NAD 83)
 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
 JU2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2323.See file dsdata.pdf to determine how the superseded data were derived.
 JU2323
 JU2323_MARKER: DJ = TIDAL STATION DISK
 JU2323_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2323_STAMPING: 6736 E 1977
 JU2323_MARK LOGO: NOS
 JU2323_PROJECTION: FLUSH
 JU2323_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20220216 MARK NOT FOUND   NJGS
 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.
 JU2323
 JU2323                          STATION RECOVERY (2022)
 JU2323
 JU2323'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU2323'EXISTENCE DOUBTFUL.  RECOVERY UNLIKELY WITHOUT EXTRAORDINARY EFFORT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2322 ***********************************************************************
 JU2322  DESIGNATION -  853 6736 F TIDAL
 JU2322  PID         -  JU2322
 JU2322  STATE/COUNTY-  NJ/CAPE MAY
 JU2322  COUNTRY     -  US
 JU2322  USGS QUAD   -  WOODBINE (2019)
 JU2322
 JU2322                         *CURRENT SURVEY CONTROL
 JU2322  ______________________________________________________________________
 JU2322* NAD 83(1986) POSITION- 39 10 58.     (N) 074 51 10.     (W)   SCALED
 JU2322* NAVD 88 ORTHO HEIGHT -     0.985 (meters)        3.23  (feet) ADJUSTED
 JU2322  ______________________________________________________________________
 JU2322  GEOID HEIGHT    -        -34.795 (meters)                     GEOID18
 JU2322  DYNAMIC HEIGHT  -          0.984 (meters)        3.23  (feet) COMP
 JU2322  MODELED GRAVITY -    980,083.7   (mgal)                       NAVD 88
 JU2322
 JU2322  VERT ORDER      -  FIRST     CLASS II
 JU2322
 JU2322.The horizontal coordinates were scaled from a map and have
 JU2322.an estimated accuracy of +/- 6 seconds.
 JU2322
 JU2322.The orthometric height was determined by differential leveling and
 JU2322.adjusted by the NATIONAL GEODETIC SURVEY
 JU2322.in June 1991.
 JU2322
 JU2322.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2322.GEOID18 height accuracy estimate available here.
 JU2322
 JU2322.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ127370(NAD 83)
 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
 JU2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2322.See file dsdata.pdf to determine how the superseded data were derived.
 JU2322
 JU2322_MARKER: DJ = TIDAL STATION DISK
 JU2322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2322_STAMPING: 6736 F 1977
 JU2322_MARK LOGO: NOS
 JU2322_PROJECTION: RECESSED 5 CENTIMETERS
 JU2322_MAGNETIC: N = NO MAGNETIC MATERIAL
 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  HISTORY     - 20220216 MARK NOT FOUND   NJGS
 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.
 JU2322
 JU2322                          STATION RECOVERY (2022)
 JU2322
 JU2322'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU2322'EXISTENCE DOUBTFUL.  RECOVERY UNLIKELY WITHOUT EXTRAORDINARY EFFORT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2329 ***********************************************************************
 JU2329  DESIGNATION -  853 6752 A TIDAL
 JU2329  PID         -  JU2329
 JU2329  STATE/COUNTY-  NJ/CAPE MAY
 JU2329  COUNTRY     -  US
 JU2329  USGS QUAD   -  WOODBINE (2019)
 JU2329
 JU2329                         *CURRENT SURVEY CONTROL
 JU2329  ______________________________________________________________________
 JU2329* NAD 83(1986) POSITION- 39 10 59.     (N) 074 49 12.     (W)   SCALED
 JU2329* NAVD 88 ORTHO HEIGHT -     2.359 (meters)        7.74  (feet) ADJUSTED
 JU2329  ______________________________________________________________________
 JU2329  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 JU2329  DYNAMIC HEIGHT  -          2.357 (meters)        7.73  (feet) COMP
 JU2329  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 JU2329
 JU2329  VERT ORDER      -  FIRST     CLASS II
 JU2329
 JU2329.The horizontal coordinates were scaled from a map and have
 JU2329.an estimated accuracy of +/- 6 seconds.
 JU2329
 JU2329.The orthometric height was determined by differential leveling and
 JU2329.adjusted by the NATIONAL GEODETIC SURVEY
 JU2329.in March 2001.
 JU2329
 JU2329.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2329.GEOID18 height accuracy estimate available here.
 JU2329
 JU2329.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ155371(NAD 83)
 JU2329
 JU2329                          SUPERSEDED SURVEY CONTROL
 JU2329
 JU2329  NAVD 88 (06/15/91)    2.347  (m)            7.70   (f) SUPERSEDED  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
 JU2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2329.See file dsdata.pdf to determine how the superseded data were derived.
 JU2329
 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 = JULY 24, 2026 22:12:30 EDT
 JU2330 ***********************************************************************
 JU2330  DESIGNATION -  853 6752 B TIDAL
 JU2330  PID         -  JU2330
 JU2330  STATE/COUNTY-  NJ/CAPE MAY
 JU2330  COUNTRY     -  US
 JU2330  USGS QUAD   -  WOODBINE (2019)
 JU2330
 JU2330                         *CURRENT SURVEY CONTROL
 JU2330  ______________________________________________________________________
 JU2330* NAD 83(1986) POSITION- 39 10 59.     (N) 074 49 12.     (W)   SCALED
 JU2330* NAVD 88 ORTHO HEIGHT -     2.369 (meters)        7.77  (feet) ADJUSTED
 JU2330  ______________________________________________________________________
 JU2330  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 JU2330  DYNAMIC HEIGHT  -          2.367 (meters)        7.77  (feet) COMP
 JU2330  MODELED GRAVITY -    980,083.1   (mgal)                       NAVD 88
 JU2330
 JU2330  VERT ORDER      -  FIRST     CLASS II
 JU2330
 JU2330.The horizontal coordinates were scaled from a map and have
 JU2330.an estimated accuracy of +/- 6 seconds.
 JU2330
 JU2330.The orthometric height was determined by differential leveling and
 JU2330.adjusted by the NATIONAL GEODETIC SURVEY
 JU2330.in March 2001.
 JU2330
 JU2330.No vertical observational check was made to the station.
 JU2330
 JU2330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2330.GEOID18 height accuracy estimate available here.
 JU2330
 JU2330.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ155371(NAD 83)
 JU2330
 JU2330                          SUPERSEDED SURVEY CONTROL
 JU2330
 JU2330  NAVD 88 (06/15/91)    2.361  (m)            7.75   (f) SUPERSEDED  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
 JU2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2330.See file dsdata.pdf to determine how the superseded data were derived.
 JU2330
 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 = JULY 24, 2026 22:12:30 EDT
 AA7212 ***********************************************************************
 AA7212  DESIGNATION -  853 6764 C TIDAL
 AA7212  PID         -  AA7212
 AA7212  STATE/COUNTY-  NJ/CAPE MAY
 AA7212  COUNTRY     -  US
 AA7212  USGS QUAD   -  HEISLERVILLE (2019)
 AA7212
 AA7212                         *CURRENT SURVEY CONTROL
 AA7212  ______________________________________________________________________
 AA7212* NAD 83(2011) POSITION- 39 11 18.49113(N) 074 54 41.55876(W)   ADJUSTED
 AA7212* NAD 83(2011) ELLIP HT-   -33.644 (meters)        (06/27/12)   ADJUSTED
 AA7212* NAD 83(2011) EPOCH   -  2010.00
 AA7212* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) GPS OBS
 AA7212  ______________________________________________________________________
 AA7212  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7212  GEOID HEIGHT    -         -35.04 (meters)                     GEOID93
 AA7212  GEOID HEIGHT    -        -34.731 (meters)                     GEOID18
 AA7212  NAD 83(2011) X  -  1,288,562.247 (meters)                     COMP
 AA7212  NAD 83(2011) Y  - -4,779,452.567 (meters)                     COMP
 AA7212  NAD 83(2011) Z  -  4,008,534.614 (meters)                     COMP
 AA7212  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 AA7212
 AA7212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7212  Standards:
 AA7212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7212  -------------------------------------------------------------------
 AA7212  NETWORK    0.88   1.41           0.41   0.28   0.72      0.12470134
 AA7212  -------------------------------------------------------------------
 AA7212  Click here for local accuracies and other accuracy information.
 AA7212
 AA7212.The horizontal coordinates were established by GPS observations
 AA7212.and adjusted by the National Geodetic Survey in June 2012.
 AA7212
 AA7212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7212.been affixed to the stable North American tectonic plate. See 
 AA7212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7212
 AA7212.The horizontal coordinates are valid at the epoch date displayed above
 AA7212.which is a decimal equivalence of Year/Month/Day.
 AA7212
 AA7212.The orthometric height was determined by GPS observations and a
 AA7212.high-resolution geoid model.
 AA7212
 AA7212.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7212.GEOID18 height accuracy estimate available here.
 AA7212
 AA7212.Click photographs - Photos may exist for this station.
 AA7212
 AA7212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7212
 AA7212.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7212
 AA7212.The ellipsoidal height was determined by GPS observations
 AA7212.and is referenced to NAD 83.
 AA7212
 AA7212. The following values were computed from the NAD 83(2011) position.
 AA7212
 AA7212;                    North         East     Units Scale Factor Converg.
 AA7212;SPC NJ       -    39,502.453   114,447.679   MT  0.99991556   -0 15 36.2
 AA7212;SPC NJ       -   129,600.96    375,483.76   sFT  0.99991556   -0 15 36.2
 AA7212;UTM  18      - 4,337,695.340   507,639.190   MT  0.99960072   +0 03 21.2
 AA7212
 AA7212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7212!SPC NJ       -   1.00000528  x   0.99991556  =   0.99992084
 AA7212!UTM  18      -   1.00000528  x   0.99960072  =   0.99960600
 AA7212
 AA7212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0763937695(NAD 83)
 AA7212
 AA7212                          SUPERSEDED SURVEY CONTROL
 AA7212
 AA7212  NAD 83(2007)-  39 11 18.49155(N)    074 54 41.55952(W) AD(2002.00) 0
 AA7212  ELLIP H (02/10/07)  -33.637  (m)                       GP(2002.00)    
 AA7212  ELLIP H (10/23/02)  -33.622  (m)                       GP(       ) 4 1
 AA7212  NAD 83(1996)-  39 11 18.49140(N)    074 54 41.55950(W) AD(       ) 1
 AA7212  ELLIP H (05/14/99)  -33.640  (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)  -33.743  (m)                       GP(       ) 3 1
 AA7212
 AA7212.Superseded values are not recommended for survey control.
 AA7212
 AA7212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7212.See file dsdata.pdf to determine how the superseded data were derived.
 AA7212
 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: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 JU2317 ***********************************************************************
 JU2317  DESIGNATION -  853 6823 A TIDAL
 JU2317  PID         -  JU2317
 JU2317  STATE/COUNTY-  NJ/CAPE MAY
 JU2317  COUNTRY     -  US
 JU2317  USGS QUAD   -  HEISLERVILLE (2019)
 JU2317
 JU2317                         *CURRENT SURVEY CONTROL
 JU2317  ______________________________________________________________________
 JU2317* NAD 83(1986) POSITION- 39 12 28.     (N) 074 54 07.     (W)   SCALED
 JU2317* NAVD 88 ORTHO HEIGHT -     1.960 (meters)        6.43  (feet) ADJUSTED
 JU2317  ______________________________________________________________________
 JU2317  GEOID HEIGHT    -        -34.660 (meters)                     GEOID18
 JU2317  DYNAMIC HEIGHT  -          1.958 (meters)        6.42  (feet) COMP
 JU2317  MODELED GRAVITY -    980,088.8   (mgal)                       NAVD 88
 JU2317
 JU2317  VERT ORDER      -  FIRST     CLASS II
 JU2317
 JU2317.The horizontal coordinates were scaled from a map and have
 JU2317.an estimated accuracy of +/- 6 seconds.
 JU2317
 JU2317.The orthometric height was determined by differential leveling and
 JU2317.adjusted by the NATIONAL GEODETIC SURVEY
 JU2317.in June 1991.
 JU2317
 JU2317.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2317.GEOID18 height accuracy estimate available here.
 JU2317
 JU2317.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ084398(NAD 83)
 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
 JU2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2317.See file dsdata.pdf to determine how the superseded data were derived.
 JU2317
 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_MARK LOGO: NOS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2318 ***********************************************************************
 JU2318  DESIGNATION -  853 6823 B TIDAL
 JU2318  PID         -  JU2318
 JU2318  STATE/COUNTY-  NJ/CAPE MAY
 JU2318  COUNTRY     -  US
 JU2318  USGS QUAD   -  HEISLERVILLE (2019)
 JU2318
 JU2318                         *CURRENT SURVEY CONTROL
 JU2318  ______________________________________________________________________
 JU2318* NAD 83(1986) POSITION- 39 12 28.     (N) 074 54 05.     (W)   SCALED
 JU2318* NAVD 88 ORTHO HEIGHT -     1.949 (meters)        6.39  (feet) ADJUSTED
 JU2318  ______________________________________________________________________
 JU2318  GEOID HEIGHT    -        -34.660 (meters)                     GEOID18
 JU2318  DYNAMIC HEIGHT  -          1.948 (meters)        6.39  (feet) COMP
 JU2318  MODELED GRAVITY -    980,088.8   (mgal)                       NAVD 88
 JU2318
 JU2318  VERT ORDER      -  FIRST     CLASS II
 JU2318
 JU2318.The horizontal coordinates were scaled from a map and have
 JU2318.an estimated accuracy of +/- 6 seconds.
 JU2318
 JU2318.The orthometric height was determined by differential leveling and
 JU2318.adjusted by the NATIONAL GEODETIC SURVEY
 JU2318.in June 1991.
 JU2318
 JU2318.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2318.GEOID18 height accuracy estimate available here.
 JU2318
 JU2318.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ085398(NAD 83)
 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
 JU2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2318.See file dsdata.pdf to determine how the superseded data were derived.
 JU2318
 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_MARK LOGO: NOS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2316 ***********************************************************************
 JU2316  DESIGNATION -  853 6823 C TIDAL
 JU2316  PID         -  JU2316
 JU2316  STATE/COUNTY-  NJ/CAPE MAY
 JU2316  COUNTRY     -  US
 JU2316  USGS QUAD   -  HEISLERVILLE (2019)
 JU2316
 JU2316                         *CURRENT SURVEY CONTROL
 JU2316  ______________________________________________________________________
 JU2316* NAD 83(1986) POSITION- 39 12 30.     (N) 074 54 08.     (W)   SCALED
 JU2316* NAVD 88 ORTHO HEIGHT -     1.274 (meters)        4.18  (feet) ADJUSTED
 JU2316  ______________________________________________________________________
 JU2316  GEOID HEIGHT    -        -34.658 (meters)                     GEOID18
 JU2316  DYNAMIC HEIGHT  -          1.274 (meters)        4.18  (feet) COMP
 JU2316  MODELED GRAVITY -    980,088.9   (mgal)                       NAVD 88
 JU2316
 JU2316  VERT ORDER      -  FIRST     CLASS II
 JU2316
 JU2316.The horizontal coordinates were scaled from a map and have
 JU2316.an estimated accuracy of +/- 6 seconds.
 JU2316
 JU2316.The orthometric height was determined by differential leveling and
 JU2316.adjusted by the NATIONAL GEODETIC SURVEY
 JU2316.in June 1991.
 JU2316
 JU2316.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2316.GEOID18 height accuracy estimate available here.
 JU2316
 JU2316.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ084399(NAD 83)
 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
 JU2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2316.See file dsdata.pdf to determine how the superseded data were derived.
 JU2316
 JU2316_MARKER: DJ = TIDAL STATION DISK
 JU2316_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2316_STAMPING: 6823 C 1978
 JU2316_MARK LOGO: NOS
 JU2316_PROJECTION: RECESSED 5 CENTIMETERS
 JU2316_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 JU2315 ***********************************************************************
 JU2315  DESIGNATION -  853 6823 D TIDAL
 JU2315  PID         -  JU2315
 JU2315  STATE/COUNTY-  NJ/CAPE MAY
 JU2315  COUNTRY     -  US
 JU2315  USGS QUAD   -  HEISLERVILLE (2019)
 JU2315
 JU2315                         *CURRENT SURVEY CONTROL
 JU2315  ______________________________________________________________________
 JU2315* NAD 83(1986) POSITION- 39 12 34.     (N) 074 54 09.     (W)   SCALED
 JU2315* NAVD 88 ORTHO HEIGHT -     1.520 (meters)        4.99  (feet) ADJUSTED
 JU2315  ______________________________________________________________________
 JU2315  GEOID HEIGHT    -        -34.653 (meters)                     GEOID18
 JU2315  DYNAMIC HEIGHT  -          1.519 (meters)        4.98  (feet) COMP
 JU2315  MODELED GRAVITY -    980,089.1   (mgal)                       NAVD 88
 JU2315
 JU2315  VERT ORDER      -  FIRST     CLASS II
 JU2315
 JU2315.The horizontal coordinates were scaled from a map and have
 JU2315.an estimated accuracy of +/- 6 seconds.
 JU2315
 JU2315.The orthometric height was determined by differential leveling and
 JU2315.adjusted by the NATIONAL GEODETIC SURVEY
 JU2315.in June 1991.
 JU2315
 JU2315.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2315.GEOID18 height accuracy estimate available here.
 JU2315
 JU2315.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ084400(NAD 83)
 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
 JU2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2315.See file dsdata.pdf to determine how the superseded data were derived.
 JU2315
 JU2315_MARKER: DJ = TIDAL STATION DISK
 JU2315_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2315_STAMPING: 6823 D 1978
 JU2315_MARK LOGO: NOS
 JU2315_PROJECTION: RECESSED 5 CENTIMETERS
 JU2315_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 JU2314 ***********************************************************************
 JU2314  DESIGNATION -  853 6823 E TIDAL
 JU2314  PID         -  JU2314
 JU2314  STATE/COUNTY-  NJ/CAPE MAY
 JU2314  COUNTRY     -  US
 JU2314  USGS QUAD   -  HEISLERVILLE (2019)
 JU2314
 JU2314                         *CURRENT SURVEY CONTROL
 JU2314  ______________________________________________________________________
 JU2314* NAD 83(1986) POSITION- 39 12 35.     (N) 074 54 12.     (W)   SCALED
 JU2314* NAVD 88 ORTHO HEIGHT -     1.822 (meters)        5.98  (feet) ADJUSTED
 JU2314  ______________________________________________________________________
 JU2314  GEOID HEIGHT    -        -34.651 (meters)                     GEOID18
 JU2314  DYNAMIC HEIGHT  -          1.821 (meters)        5.97  (feet) COMP
 JU2314  MODELED GRAVITY -    980,089.1   (mgal)                       NAVD 88
 JU2314
 JU2314  VERT ORDER      -  FIRST     CLASS II
 JU2314
 JU2314.The horizontal coordinates were scaled from a map and have
 JU2314.an estimated accuracy of +/- 6 seconds.
 JU2314
 JU2314.The orthometric height was determined by differential leveling and
 JU2314.adjusted by the NATIONAL GEODETIC SURVEY
 JU2314.in June 1991.
 JU2314
 JU2314.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2314.GEOID18 height accuracy estimate available here.
 JU2314
 JU2314.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ083400(NAD 83)
 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
 JU2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2314.See file dsdata.pdf to determine how the superseded data were derived.
 JU2314
 JU2314_MARKER: DJ = TIDAL STATION DISK
 JU2314_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2314_STAMPING: 6823 E 1978
 JU2314_MARK LOGO: NOS
 JU2314_PROJECTION: RECESSED 5 CENTIMETERS
 JU2314_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2311  USGS QUAD   -  HEISLERVILLE (2019)
 JU2311
 JU2311                         *CURRENT SURVEY CONTROL
 JU2311  ______________________________________________________________________
 JU2311* NAD 83(1986) POSITION- 39 13 03.     (N) 074 55 32.     (W)   SCALED
 JU2311* NAVD 88 ORTHO HEIGHT -     1.290 (meters)        4.23  (feet) ADJUSTED
 JU2311  ______________________________________________________________________
 JU2311  GEOID HEIGHT    -        -34.606 (meters)                     GEOID18
 JU2311  DYNAMIC HEIGHT  -          1.289 (meters)        4.23  (feet) COMP
 JU2311  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 JU2311
 JU2311  VERT ORDER      -  FIRST     CLASS II
 JU2311
 JU2311.The horizontal coordinates were scaled from a map and have
 JU2311.an estimated accuracy of +/- 6 seconds.
 JU2311
 JU2311.The orthometric height was determined by differential leveling and
 JU2311.adjusted by the NATIONAL GEODETIC SURVEY
 JU2311.in June 1991.
 JU2311
 JU2311.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2311.GEOID18 height accuracy estimate available here.
 JU2311
 JU2311.This Tidal Bench Mark is designated as VM 15004
 JU2311.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2311
 JU2311.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ064409(NAD 83)
 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
 JU2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2311.See file dsdata.pdf to determine how the superseded data were derived.
 JU2311
 JU2311_MARKER: DJ = TIDAL STATION DISK
 JU2311_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2311_STAMPING: 6851 B 1978
 JU2311_MARK LOGO: NOS
 JU2311_PROJECTION: RECESSED 5 CENTIMETERS
 JU2311_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2310  USGS QUAD   -  HEISLERVILLE (2019)
 JU2310
 JU2310                         *CURRENT SURVEY CONTROL
 JU2310  ______________________________________________________________________
 JU2310* NAD 83(2011) POSITION- 39 13 02.88354(N) 074 55 34.70060(W)   ADJUSTED
 JU2310* NAD 83(2011) ELLIP HT-   -33.025 (meters)        (06/27/12)   ADJUSTED
 JU2310* NAD 83(2011) EPOCH   -  2010.00
 JU2310* NAVD 88 ORTHO HEIGHT -     1.588 (meters)        5.21  (feet) ADJUSTED
 JU2310  ______________________________________________________________________
 JU2310  GEOID HEIGHT    -        -34.605 (meters)                     GEOID18
 JU2310  NAD 83(2011) X  -  1,286,801.776 (meters)                     COMP
 JU2310  NAD 83(2011) Y  - -4,777,820.042 (meters)                     COMP
 JU2310  NAD 83(2011) Z  -  4,011,029.686 (meters)                     COMP
 JU2310  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 JU2310  DYNAMIC HEIGHT  -          1.588 (meters)        5.21  (feet) COMP
 JU2310  MODELED GRAVITY -    980,090.6   (mgal)                       NAVD 88
 JU2310
 JU2310  VERT ORDER      -  FIRST     CLASS II
 JU2310
 JU2310  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2310  Standards:
 JU2310         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2310            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2310  -------------------------------------------------------------------
 JU2310  NETWORK    1.03   2.02           0.47   0.35   1.03      0.10315789
 JU2310  -------------------------------------------------------------------
 JU2310  Click here for local accuracies and other accuracy information.
 JU2310
 JU2310.The horizontal coordinates were established by GPS observations
 JU2310.and adjusted by the National Geodetic Survey in June 2012.
 JU2310
 JU2310.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2310.been affixed to the stable North American tectonic plate. See 
 JU2310.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2310
 JU2310.The horizontal coordinates are valid at the epoch date displayed above
 JU2310.which is a decimal equivalence of Year/Month/Day.
 JU2310
 JU2310.The orthometric height was determined by differential leveling and
 JU2310.adjusted by the NATIONAL GEODETIC SURVEY
 JU2310.in June 1991.
 JU2310
 JU2310.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2310.GEOID18 height accuracy estimate available here.
 JU2310
 JU2310.This Tidal Bench Mark is designated as VM 15005
 JU2310.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2310
 JU2310.Click photographs - Photos may exist for this station.
 JU2310
 JU2310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2310
 JU2310.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2310
 JU2310.The ellipsoidal height was determined by GPS observations
 JU2310.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2310
 JU2310;                    North         East     Units Scale Factor Converg.
 JU2310;SPC NJ       -    42,727.368   113,187.592   MT  0.99991668   -0 16 10.3
 JU2310;SPC NJ       -   140,181.37    371,349.62   sFT  0.99991668   -0 16 10.3
 JU2310;UTM  18      - 4,340,912.240   506,361.737   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0636140912(NAD 83)
 JU2310
 JU2310|---------------------------------------------------------------------|
 JU2310| PID    Reference Object                     Distance      Geod. Az  |
 JU2310|                                                           dddmmss.s |
 JU2310| AA7199 3036                                154.681 METERS 10210     |
 JU2310|---------------------------------------------------------------------|
 JU2310
 JU2310                          SUPERSEDED SURVEY CONTROL
 JU2310
 JU2310  NAD 83(2007)-  39 13 02.88386(N)    074 55 34.70102(W) AD(2002.00) 0
 JU2310  ELLIP H (02/10/07)  -33.014  (m)                       GP(2002.00)    
 JU2310  ELLIP H (10/23/02)  -32.999  (m)                       GP(       ) 4 1
 JU2310  NAD 83(1996)-  39 13 02.88373(N)    074 55 34.70093(W) AD(       ) 1
 JU2310  ELLIP H (05/14/99)  -33.019  (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)  -33.094  (m)                       GP(       ) 3 2
 JU2310  NAVD 88               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
 JU2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2310.See file dsdata.pdf to determine how the superseded data were derived.
 JU2310
 JU2310_MARKER: DJ = TIDAL STATION DISK
 JU2310_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 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 - April 04, 2007
 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  HISTORY     - 20070404 GOOD             NJDEP
 JU2310  HISTORY     - 20110916 MARK NOT FOUND   NJDEP
 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.
 JU2310
 JU2310                          STATION RECOVERY (2007)
 JU2310
 JU2310'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (RFP)
 JU2310'RECOVERED IN GOOD CONDITION.
 JU2310
 JU2310                          STATION RECOVERY (2011)
 JU2310
 JU2310'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2011 (JPO)
 JU2310'MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2309  USGS QUAD   -  HEISLERVILLE (2019)
 JU2309
 JU2309                         *CURRENT SURVEY CONTROL
 JU2309  ______________________________________________________________________
 JU2309* NAD 83(1986) POSITION- 39 13 04.10   (N) 074 55 37.62   (W)   HD_HELD1
 JU2309* NAVD 88 ORTHO HEIGHT -     1.867 (meters)        6.13  (feet) ADJUSTED
 JU2309  ______________________________________________________________________
 JU2309  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 JU2309  DYNAMIC HEIGHT  -          1.866 (meters)        6.12  (feet) COMP
 JU2309  MODELED GRAVITY -    980,090.7   (mgal)                       NAVD 88
 JU2309
 JU2309  VERT ORDER      -  FIRST     CLASS II
 JU2309
 JU2309.The horizontal coordinates were determined by differentially corrected
 JU2309.hand held GPS observations or other comparable positioning techniques
 JU2309.and have an estimated accuracy of +/- 3 meters.
 JU2309
 JU2309.The orthometric height was determined by differential leveling and
 JU2309.adjusted by the NATIONAL GEODETIC SURVEY
 JU2309.in June 1991.
 JU2309
 JU2309.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2309.GEOID18 height accuracy estimate available here.
 JU2309
 JU2309.This Tidal Bench Mark is designated as VM 15006
 JU2309.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2309
 JU2309.Click photographs - Photos may exist for this station.
 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       -    42,765.2     113,117.7     MT  (+/- 3 meters HH1 GPS) 
 JU2309
 JU2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0629140949(NAD 83)
 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
 JU2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2309.See file dsdata.pdf to determine how the superseded data were derived.
 JU2309
 JU2309_MARKER: DJ = TIDAL STATION DISK
 JU2309_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2309_STAMPING: 6851 D 1978
 JU2309_MARK LOGO: NOS
 JU2309_PROJECTION: RECESSED 5 CENTIMETERS
 JU2309_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 AA7213 ***********************************************************************
 AA7213  DESIGNATION -  853 6855 A TIDAL
 AA7213  PID         -  AA7213
 AA7213  STATE/COUNTY-  NJ/CUMBERLAND
 AA7213  COUNTRY     -  US
 AA7213  USGS QUAD   -  HEISLERVILLE (2019)
 AA7213
 AA7213                         *CURRENT SURVEY CONTROL
 AA7213  ______________________________________________________________________
 AA7213* NAD 83(2011) POSITION- 39 13 05.77322(N) 074 58 45.84557(W)   ADJUSTED
 AA7213* NAD 83(2011) ELLIP HT-   -33.214 (meters)        (06/27/12)   ADJUSTED
 AA7213* NAD 83(2011) EPOCH   -  2010.00
 AA7213* NAVD 88 ORTHO HEIGHT -     1.4   (meters)        5.    (feet) GPS OBS
 AA7213  ______________________________________________________________________
 AA7213  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7213  GEOID HEIGHT    -         -34.88 (meters)                     GEOID93
 AA7213  GEOID HEIGHT    -        -34.565 (meters)                     GEOID18
 AA7213  NAD 83(2011) X  -  1,282,358.992 (meters)                     COMP
 AA7213  NAD 83(2011) Y  - -4,778,955.905 (meters)                     COMP
 AA7213  NAD 83(2011) Z  -  4,011,098.607 (meters)                     COMP
 AA7213  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 AA7213
 AA7213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7213  Standards:
 AA7213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7213  -------------------------------------------------------------------
 AA7213  NETWORK    0.65   1.04           0.30   0.22   0.53     -0.02837467
 AA7213  -------------------------------------------------------------------
 AA7213  Click here for local accuracies and other accuracy information.
 AA7213
 AA7213.The horizontal coordinates were established by GPS observations
 AA7213.and adjusted by the National Geodetic Survey in June 2012.
 AA7213
 AA7213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7213.been affixed to the stable North American tectonic plate. See 
 AA7213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7213
 AA7213.The horizontal coordinates are valid at the epoch date displayed above
 AA7213.which is a decimal equivalence of Year/Month/Day.
 AA7213
 AA7213.The orthometric height was determined by GPS observations and a
 AA7213.high-resolution geoid model.
 AA7213
 AA7213.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7213.GEOID18 height accuracy estimate available here.
 AA7213
 AA7213.Click photographs - Photos may exist for this station.
 AA7213
 AA7213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7213
 AA7213.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7213
 AA7213.The ellipsoidal height was determined by GPS observations
 AA7213.and is referenced to NAD 83.
 AA7213
 AA7213. The following values were computed from the NAD 83(2011) position.
 AA7213
 AA7213;                    North         East     Units Scale Factor Converg.
 AA7213;SPC NJ       -    42,839.387   108,603.105   MT  0.99992109   -0 18 11.2
 AA7213;SPC NJ       -   140,548.89    356,308.69   sFT  0.99992109   -0 18 11.2
 AA7213;UTM  18      - 4,340,998.934   501,778.163   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0177840998(NAD 83)
 AA7213
 AA7213                          SUPERSEDED SURVEY CONTROL
 AA7213
 AA7213  NAD 83(2007)-  39 13 05.77372(N)    074 58 45.84629(W) AD(2002.00) 0
 AA7213  ELLIP H (02/10/07)  -33.203  (m)                       GP(2002.00)    
 AA7213  ELLIP H (10/23/02)  -33.203  (m)                       GP(       ) 4 1
 AA7213  NAD 83(1996)-  39 13 05.77352(N)    074 58 45.84638(W) AD(       ) 1
 AA7213  ELLIP H (05/14/99)  -33.216  (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)  -33.266  (m)                       GP(       ) 3 1
 AA7213
 AA7213.Superseded values are not recommended for survey control.
 AA7213
 AA7213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7213.See file dsdata.pdf to determine how the superseded data were derived.
 AA7213
 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: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 AI9733 ***********************************************************************
 AI9733  DESIGNATION -  853 6889 B TIDAL
 AI9733  PID         -  AI9733
 AI9733  STATE/COUNTY-  NJ/CUMBERLAND
 AI9733  COUNTRY     -  US
 AI9733  USGS QUAD   -  PORT NORRIS (2019)
 AI9733
 AI9733                         *CURRENT SURVEY CONTROL
 AI9733  ______________________________________________________________________
 AI9733* NAD 83(1986) POSITION- 39 13 50.     (N) 075 02 07.     (W)   SCALED
 AI9733* NAVD 88 ORTHO HEIGHT -     0.866 (meters)        2.84  (feet) ADJUSTED
 AI9733  ______________________________________________________________________
 AI9733  GEOID HEIGHT    -        -34.488 (meters)                     GEOID18
 AI9733  DYNAMIC HEIGHT  -          0.865 (meters)        2.84  (feet) COMP
 AI9733  MODELED GRAVITY -    980,093.8   (mgal)                       NAVD 88
 AI9733
 AI9733  VERT ORDER      -  FIRST     CLASS II
 AI9733
 AI9733.The horizontal coordinates were scaled from a map and have
 AI9733.an estimated accuracy of +/- 6 seconds.
 AI9733
 AI9733.The orthometric height was determined by differential leveling and
 AI9733.adjusted by the NATIONAL GEODETIC SURVEY
 AI9733.in March 2001.
 AI9733
 AI9733.No vertical observational check was made to the station.
 AI9733
 AI9733.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9733.GEOID18 height accuracy estimate available here.
 AI9733
 AI9733.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ969423(NAD 83)
 AI9733
 AI9733                          SUPERSEDED SURVEY CONTROL
 AI9733
 AI9733.No superseded survey control is available for this station.
 AI9733
 AI9733_MARKER: DJ = TIDAL STATION DISK
 AI9733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI9733_STAMPING: 6889 B 1978
 AI9733_MARK LOGO: NOS
 AI9733_PROJECTION: RECESSED 4 CENTIMETERS
 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  HISTORY     - 20200421 MARK NOT FOUND   NJGS
 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.
 AI9733'
 AI9733'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND THE
 AI9733'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.
 AI9733'
 AI9733'THE STATION IS 2.6 M (8.5 FT) SOUTH FROM WOOD UTILITY POLE NUMBER
 AI9733'49305, 4.8 M (15.7 FT) EAST FROM THE EXTENED CENTERLINE OF THE ROAD
 AI9733'AND 12.9 M (42.3 FT) 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
 AI9733
 AI9733                          STATION RECOVERY (2020)
 AI9733
 AI9733'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AI9733'CLOSEST TIES FOUND BUT DID NOT FIND STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7214 ***********************************************************************
 AA7214  DESIGNATION -  853 6889 D TIDAL
 AA7214  PID         -  AA7214
 AA7214  STATE/COUNTY-  NJ/CUMBERLAND
 AA7214  COUNTRY     -  US
 AA7214  USGS QUAD   -  PORT NORRIS (2019)
 AA7214
 AA7214                         *CURRENT SURVEY CONTROL
 AA7214  ______________________________________________________________________
 AA7214* NAD 83(2011) POSITION- 39 13 43.87559(N) 075 02 11.46537(W)   ADJUSTED
 AA7214* NAD 83(2011) ELLIP HT-   -33.320 (meters)        (06/27/12)   ADJUSTED
 AA7214* NAD 83(2011) EPOCH   -  2010.00
 AA7214* NAVD 88 ORTHO HEIGHT -     1.160 (meters)        3.81  (feet) ADJUSTED
 AA7214  ______________________________________________________________________
 AA7214  GEOID HEIGHT    -        -34.494 (meters)                     GEOID18
 AA7214  NAD 83(2011) X  -  1,277,402.471 (meters)                     COMP
 AA7214  NAD 83(2011) Y  - -4,779,513.970 (meters)                     COMP
 AA7214  NAD 83(2011) Z  -  4,012,008.815 (meters)                     COMP
 AA7214  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 AA7214  DYNAMIC HEIGHT  -          1.160 (meters)        3.81  (feet) COMP
 AA7214  MODELED GRAVITY -    980,093.4   (mgal)                       NAVD 88
 AA7214
 AA7214  VERT ORDER      -  FIRST     CLASS II
 AA7214
 AA7214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7214  Standards:
 AA7214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7214  -------------------------------------------------------------------
 AA7214  NETWORK    0.48   0.74           0.22   0.16   0.38     -0.12862969
 AA7214  -------------------------------------------------------------------
 AA7214  Click here for local accuracies and other accuracy information.
 AA7214
 AA7214.The horizontal coordinates were established by GPS observations
 AA7214.and adjusted by the National Geodetic Survey in June 2012.
 AA7214
 AA7214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7214.been affixed to the stable North American tectonic plate. See 
 AA7214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7214
 AA7214.The horizontal coordinates are valid at the epoch date displayed above
 AA7214.which is a decimal equivalence of Year/Month/Day.
 AA7214
 AA7214.The orthometric height was determined by differential leveling and
 AA7214.adjusted by the NATIONAL GEODETIC SURVEY
 AA7214.in March 2001.
 AA7214
 AA7214.No vertical observational check was made to the station.
 AA7214
 AA7214.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7214.GEOID18 height accuracy estimate available here.
 AA7214
 AA7214.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AA7214
 AA7214.The ellipsoidal height was determined by GPS observations
 AA7214.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7214
 AA7214;                    North         East     Units Scale Factor Converg.
 AA7214;SPC NJ       -    44,041.959   103,677.947   MT  0.99992641   -0 20 21.5
 AA7214;SPC NJ       -   144,494.33    340,150.06   sFT  0.99992641   -0 20 21.5
 AA7214;UTM  18      - 4,342,173.929   496,848.040   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  =   0.99960535
 AA7214
 AA7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9684842173(NAD 83)
 AA7214
 AA7214                          SUPERSEDED SURVEY CONTROL
 AA7214
 AA7214  NAD 83(2007)-  39 13 43.87606(N)    075 02 11.46606(W) AD(2002.00) 0
 AA7214  ELLIP H (02/10/07)  -33.308  (m)                       GP(2002.00)    
 AA7214  ELLIP H (10/23/02)  -33.309  (m)                       GP(       ) 4 1
 AA7214  NAD 83(1996)-  39 13 43.87586(N)    075 02 11.46618(W) AD(       ) 1
 AA7214  ELLIP H (05/14/99)  -33.321  (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)  -33.373  (m)                       GP(       ) 3 1
 AA7214  NAVD 88 (08/04/95)    1.2    (m)  GEOID93  model used  GPS OBS        
 AA7214
 AA7214.Superseded values are not recommended for survey control.
 AA7214
 AA7214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7214.See file dsdata.pdf to determine how the superseded data were derived.
 AA7214
 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 - April 21, 2020
 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  HISTORY     - 20200421 SEE DESCRIPTION  NJGS
 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.
 AA7214'
 AA7214'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND THE
 AA7214'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
 AA7214'(1.0 KM) SOUTH ON MEMORIAL DRIVE TO THE JUNCTION WITH MILLER AVENUE.
 AA7214'TURN RIGHT AND GO 0.25 MI (0.40 KM) TO THE INTERSECTION WITH LIGHT
 AA7214'HOUSE ROAD.  TURN LEFT AND GO 0.4 MI (0.6 KM) SOUTH-SOUTHWEST TO THE
 AA7214'DIRT DRIVEWAY LEADING TO THE STATION ON THE LEFT.
 AA7214'
 AA7214'THE STATION IS SET FLUSH IN A DRILL HOLE AT THE NORTHEAST END OF A
 AA7214'CONCRETE BULKHEAD ON THE WEST SIDE OF THE MAURICE RIVER.  IT IS 3.6 FT
 AA7214'(1.1 M) WEST FROM THE WEST EDGE OF THE ANGLE POINT AT THE NORTH END OF
 AA7214'THE BULKHEAD, 1.0 FT (0.3 M) SOUTH FROM THE NORTH EDGE OF THE
 AA7214'BULKHEAD, ABOUT 150 FT (45.7 M) EAST FROM THE CENTERLINE OF LIGHT
 AA7214'HOUSE ROAD AND 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
 AA7214                          STATION RECOVERY (2020)
 AA7214
 AA7214'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AA7214'STATION MAY HAVE MOVED AS SHORE EMBANKMENT AROUND WALL HAS ERODED.
 AA7214'TIES ARE OKAY.  OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7215 ***********************************************************************
 AA7215  DESIGNATION -  853 6935 A TIDAL
 AA7215  PID         -  AA7215
 AA7215  STATE/COUNTY-  NJ/CUMBERLAND
 AA7215  COUNTRY     -  US
 AA7215  USGS QUAD   -  FORTESCUE (2019)
 AA7215
 AA7215                         *CURRENT SURVEY CONTROL
 AA7215  ______________________________________________________________________
 AA7215* NAD 83(2011) POSITION- 39 14 57.25982(N) 075 07 42.20241(W)   ADJUSTED
 AA7215* NAD 83(2011) ELLIP HT-   -33.088 (meters)        (06/27/12)   ADJUSTED
 AA7215* NAD 83(2011) EPOCH   -  2010.00
 AA7215* NAVD 88 ORTHO HEIGHT -     1.3   (meters)        4.    (feet) GPS OBS
 AA7215  ______________________________________________________________________
 AA7215  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7215  GEOID HEIGHT    -         -34.68 (meters)                     GEOID93
 AA7215  GEOID HEIGHT    -        -34.385 (meters)                     GEOID18
 AA7215  NAD 83(2011) X  -  1,269,369.720 (meters)                     COMP
 AA7215  NAD 83(2011) Y  - -4,780,172.686 (meters)                     COMP
 AA7215  NAD 83(2011) Z  -  4,013,761.746 (meters)                     COMP
 AA7215  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 AA7215
 AA7215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7215  Standards:
 AA7215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7215  -------------------------------------------------------------------
 AA7215  NETWORK    0.48   0.73           0.22   0.16   0.37     -0.08500678
 AA7215  -------------------------------------------------------------------
 AA7215  Click here for local accuracies and other accuracy information.
 AA7215
 AA7215.The horizontal coordinates were established by GPS observations
 AA7215.and adjusted by the National Geodetic Survey in June 2012.
 AA7215
 AA7215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7215.been affixed to the stable North American tectonic plate. See 
 AA7215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7215
 AA7215.The horizontal coordinates are valid at the epoch date displayed above
 AA7215.which is a decimal equivalence of Year/Month/Day.
 AA7215
 AA7215.The orthometric height was determined by GPS observations and a
 AA7215.high-resolution geoid model.
 AA7215
 AA7215.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7215.GEOID18 height accuracy estimate available here.
 AA7215
 AA7215.Click photographs - Photos may exist for this station.
 AA7215
 AA7215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7215
 AA7215.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7215
 AA7215.The ellipsoidal height was determined by GPS observations
 AA7215.and is referenced to NAD 83.
 AA7215
 AA7215. The following values were computed from the NAD 83(2011) position.
 AA7215
 AA7215;                    North         East     Units Scale Factor Converg.
 AA7215;SPC NJ       -    46,355.847    95,761.569   MT  0.99993621   -0 23 51.3
 AA7215;SPC NJ       -   152,085.81    314,177.75   sFT  0.99993621   -0 23 51.3
 AA7215;UTM  18      - 4,344,443.331   488,921.630   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8892144443(NAD 83)
 AA7215
 AA7215                          SUPERSEDED SURVEY CONTROL
 AA7215
 AA7215  NAD 83(2007)-  39 14 57.26028(N)    075 07 42.20308(W) AD(2002.00) 0
 AA7215  ELLIP H (02/10/07)  -33.077  (m)                       GP(2002.00)    
 AA7215  ELLIP H (10/23/02)  -33.088  (m)                       GP(       ) 4 1
 AA7215  NAD 83(1996)-  39 14 57.26012(N)    075 07 42.20334(W) AD(       ) 1
 AA7215  ELLIP H (05/14/99)  -33.096  (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)  -33.147  (m)                       GP(       ) 3 1
 AA7215
 AA7215.Superseded values are not recommended for survey control.
 AA7215
 AA7215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7215.See file dsdata.pdf to determine how the superseded data were derived.
 AA7215
 AA7215_MARKER: DJ = TIDAL STATION DISK
 AA7215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA7215_STAMPING: 6935 A 1977
 AA7215_MARK LOGO: NOS
 AA7215_PROJECTION: PROJECTING 2 CENTIMETERS
 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  HISTORY     - 20190710 MARK NOT FOUND   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.
 AA7215'
 AA7215'TO REACH THE STATION FROM THE BRIDGE CARRYING MAIN STREET, COUNTY ROAD
 AA7215'553, OVER DIVIDING CREEK IN DIVIDING CREEK, GO NORTHWEST ON COUNTY
 AA7215'ROAD 553 FOR 0.3 MI (0.5 KM) TO THE TEE INTERSECTION WITH MAPLE AVENUE
 AA7215'ON THE LEFT. TURN LEFT AND GO WEST ON MAPLE AVENUE FOR 1.0 MI (1.6 KM)
 AA7215'TO THE TEE JUNCTION WITH GANDY ROAD ON THE LEFT. CONTINUE WEST THEN
 AA7215'SOUTH FOR 0.3 MI (0.5 KM) TO THE TEE JUNCTION WITH TURKEY POINT ROAD
 AA7215'ON THE RIGHT.  MAPLE AVENUE BECOMES TURKEY POINT ROAD AT THIS POINT.
 AA7215'CONTINUE WEST ON TURKEY POINT ROAD FOR 1.05 MI (1.69 KM) TO THE BRIDGE
 AA7215'OVER WEIR CREEK AND THE STATION ON THE RIGHT.
 AA7215'
 AA7215'THE STATION IS 4.0 M (13.1 FT) NORTHWEST FROM THE CENTERLINE OF TURKEY
 AA7215'POINT ROAD, 10.6 M (34.8 FT) NORTH FROM THE CENTER OF THE ROAD AT THE
 AA7215'NORTHWEST END OF THE BRIDGE, 4.4 M (14.4 FT) NORTHEAST FROM THE
 AA7215'NORTHEAST END PILE OF THE NORTHEAST WINGWALL, 7.6 M (24.9 FT)
 AA7215'NORTH-NORTHEAST FROM A METAL POST AT THE NORTHEAST END OF THE BRIDGE
 AA7215'AND 11.1 M (36.4 FT) NORTH FROM A METAL POST AT THE SOUTHEAST END OF
 AA7215'THE BRIDGE.
 AA7215
 AA7215                          STATION RECOVERY (2019)
 AA7215
 AA7215'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 AA7215'STATION NOT FOUND DESPITE GPS AND AVAILABLE TIES LEADING TO THE SAME
 AA7215'SPOT.  DUG ONE FOOT DOWN AND FOUND OLD PAVEMENT DEBRIS AND ROCKS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7216 ***********************************************************************
 AA7216  DESIGNATION -  853 6999 A TIDAL
 AA7216  PID         -  AA7216
 AA7216  STATE/COUNTY-  NJ/CUMBERLAND
 AA7216  COUNTRY     -  US
 AA7216  USGS QUAD   -  DIVIDING CREEK (2019)
 AA7216
 AA7216                         *CURRENT SURVEY CONTROL
 AA7216  ______________________________________________________________________
 AA7216* NAD 83(2011) POSITION- 39 15 59.45167(N) 075 05 44.19180(W)   ADJUSTED
 AA7216* NAD 83(2011) ELLIP HT-   -33.610 (meters)        (06/27/12)   ADJUSTED
 AA7216* NAD 83(2011) EPOCH   -  2010.00
 AA7216* NAVD 88 ORTHO HEIGHT -     0.7   (meters)        2.    (feet) GPS OBS
 AA7216  ______________________________________________________________________
 AA7216  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7216  GEOID HEIGHT    -         -34.63 (meters)                     GEOID93
 AA7216  GEOID HEIGHT    -        -34.321 (meters)                     GEOID18
 AA7216  NAD 83(2011) X  -  1,271,792.128 (meters)                     COMP
 AA7216  NAD 83(2011) Y  - -4,778,272.414 (meters)                     COMP
 AA7216  NAD 83(2011) Z  -  4,015,246.475 (meters)                     COMP
 AA7216  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 AA7216
 AA7216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7216  Standards:
 AA7216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7216  -------------------------------------------------------------------
 AA7216  NETWORK    0.47   0.73           0.22   0.15   0.37     -0.07805843
 AA7216  -------------------------------------------------------------------
 AA7216  Click here for local accuracies and other accuracy information.
 AA7216
 AA7216.The horizontal coordinates were established by GPS observations
 AA7216.and adjusted by the National Geodetic Survey in June 2012.
 AA7216
 AA7216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7216.been affixed to the stable North American tectonic plate. See 
 AA7216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7216
 AA7216.The horizontal coordinates are valid at the epoch date displayed above
 AA7216.which is a decimal equivalence of Year/Month/Day.
 AA7216
 AA7216.The orthometric height was determined by GPS observations and a
 AA7216.high-resolution geoid model.
 AA7216
 AA7216.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7216.GEOID18 height accuracy estimate available here.
 AA7216
 AA7216.Click photographs - Photos may exist for this station.
 AA7216
 AA7216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7216
 AA7216.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7216
 AA7216.The ellipsoidal height was determined by GPS observations
 AA7216.and is referenced to NAD 83.
 AA7216
 AA7216. The following values were computed from the NAD 83(2011) position.
 AA7216
 AA7216;                    North         East     Units Scale Factor Converg.
 AA7216;SPC NJ       -    48,254.488    98,603.622   MT  0.99993251   -0 22 37.1
 AA7216;SPC NJ       -   158,314.93    323,502.05   sFT  0.99993251   -0 22 37.1
 AA7216;UTM  18      - 4,346,357.001   491,752.211   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9175246357(NAD 83)
 AA7216
 AA7216                          SUPERSEDED SURVEY CONTROL
 AA7216
 AA7216  NAD 83(2007)-  39 15 59.45212(N)    075 05 44.19246(W) AD(2002.00) 0
 AA7216  ELLIP H (02/10/07)  -33.599  (m)                       GP(2002.00)    
 AA7216  ELLIP H (10/23/02)  -33.610  (m)                       GP(       ) 4 1
 AA7216  NAD 83(1996)-  39 15 59.45197(N)    075 05 44.19274(W) AD(       ) 1
 AA7216  ELLIP H (05/14/99)  -33.618  (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)  -33.670  (m)                       GP(       ) 3 1
 AA7216
 AA7216.Superseded values are not recommended for survey control.
 AA7216
 AA7216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7216.See file dsdata.pdf to determine how the superseded data were derived.
 AA7216
 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: I = MARKER IS A STEEL ROD
 AA7216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7216+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2021
 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  HISTORY     - 20210421 GOOD             NJGS
 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.
 AA7216
 AA7216                          STATION RECOVERY (2021)
 AA7216
 AA7216'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 AA7216'NOTE, THE STATION IS EAST OF BRIDGE OVER DIVIDING CREEK, 59.9 M (196.5
 AA7216'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF MAIN STREET, 25.25 M (82.8
 AA7216'FT) SOUTH-SOUTHEAST OF POLE WITH LIGHT B52632, 4.25 NORTH-NORTHEAST OF
 AA7216'CENTER OF CONCRETE STEP TO DOCK, 1.6 M (5.2 FT) EAST-NORTHEAST OF
 AA7216'UNMARKED POLE WITH LIGHT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AS5706 ***********************************************************************
 AS5706  DESIGNATION -  853 7052 C TIDAL
 AS5706  PID         -  AS5706
 AS5706  STATE/COUNTY-  NJ/CUMBERLAND
 AS5706  COUNTRY     -  US
 AS5706  USGS QUAD   -  CEDARVILLE (2019)
 AS5706
 AS5706                         *CURRENT SURVEY CONTROL
 AS5706  ______________________________________________________________________
 AS5706* NAD 83(2011) POSITION- 39 16 58.11541(N) 075 14 08.69940(W)   ADJUSTED
 AS5706* NAD 83(2011) ELLIP HT-   -33.431 (meters)        (06/27/12)   ADJUSTED
 AS5706* NAD 83(2011) EPOCH   -  2010.00
 AS5706* NAVD 88 ORTHO HEIGHT -     0.8   (meters)        3.    (feet) GPS OBS
 AS5706  ______________________________________________________________________
 AS5706  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AS5706  GEOID HEIGHT    -        -34.187 (meters)                     GEOID99
 AS5706  GEOID HEIGHT    -        -34.197 (meters)                     GEOID18
 AS5706  NAD 83(2011) X  -  1,259,809.232 (meters)                     COMP
 AS5706  NAD 83(2011) Y  - -4,780,261.522 (meters)                     COMP
 AS5706  NAD 83(2011) Z  -  4,016,647.070 (meters)                     COMP
 AS5706  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AS5706
 AS5706  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AS5706  Standards:
 AS5706         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AS5706            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AS5706  -------------------------------------------------------------------
 AS5706  NETWORK    1.02   1.49           0.47   0.35   0.76      0.00202839
 AS5706  -------------------------------------------------------------------
 AS5706  Click here for local accuracies and other accuracy information.
 AS5706
 AS5706.The horizontal coordinates were established by GPS observations
 AS5706.and adjusted by the National Geodetic Survey in June 2012.
 AS5706
 AS5706.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AS5706.been affixed to the stable North American tectonic plate. See 
 AS5706.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AS5706
 AS5706.The horizontal coordinates are valid at the epoch date displayed above
 AS5706.which is a decimal equivalence of Year/Month/Day.
 AS5706
 AS5706.The orthometric height was determined by GPS observations and a
 AS5706.high-resolution geoid model.
 AS5706
 AS5706.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS5706.GEOID18 height accuracy estimate available here.
 AS5706
 AS5706.Click photographs - Photos may exist for this station.
 AS5706
 AS5706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS5706
 AS5706.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS5706
 AS5706.The ellipsoidal height was determined by GPS observations
 AS5706.and is referenced to NAD 83.
 AS5706
 AS5706. The following values were computed from the NAD 83(2011) position.
 AS5706
 AS5706;                    North         East     Units Scale Factor Converg.
 AS5706;SPC NJ       -    50,152.406    86,525.136   MT  0.99994959   -0 27 57.1
 AS5706;SPC NJ       -   164,541.69    283,874.55   sFT  0.99994959   -0 27 57.1
 AS5706;UTM  18      - 4,348,187.543   479,667.512   MT  0.99960509   -0 08 57.4
 AS5706
 AS5706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS5706!SPC NJ       -   1.00000525  x   0.99994959  =   0.99995483
 AS5706!UTM  18      -   1.00000525  x   0.99960509  =   0.99961033
 AS5706
 AS5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7966748187(NAD 83)
 AS5706
 AS5706                          SUPERSEDED SURVEY CONTROL
 AS5706
 AS5706  NAD 83(2007)-  39 16 58.11564(N)    075 14 08.70008(W) AD(2002.00) 0
 AS5706  ELLIP H (02/10/07)  -33.416  (m)                       GP(2002.00)    
 AS5706  ELLIP H (08/09/02)  -33.414  (m)                       GP(       ) 3 2
 AS5706  NAD 83(1996)-  39 16 58.11563(N)    075 14 08.70019(W) AD(       ) B
 AS5706  ELLIP H (05/21/02)  -33.415  (m)                       GP(       ) 1 2
 AS5706
 AS5706.Superseded values are not recommended for survey control.
 AS5706
 AS5706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS5706.See file dsdata.pdf to determine how the superseded data were derived.
 AS5706
 AS5706_MARKER: DJ = TIDAL STATION DISK
 AS5706_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS5706_STAMPING: 7052 C 1984
 AS5706_MARK LOGO: NOS
 AS5706_PROJECTION: FLUSH
 AS5706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS5706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU2298 ***********************************************************************
 JU2298  DESIGNATION -  853 7059 A TIDAL
 JU2298  PID         -  JU2298
 JU2298  STATE/COUNTY-  NJ/CUMBERLAND
 JU2298  COUNTRY     -  US
 JU2298  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2298
 JU2298                         *CURRENT SURVEY CONTROL
 JU2298  ______________________________________________________________________
 JU2298* NAD 83(1986) POSITION- 39 17 09.     (N) 074 59 29.     (W)   SCALED
 JU2298* NAVD 88 ORTHO HEIGHT -     2.116 (meters)        6.94  (feet) ADJUSTED
 JU2298  ______________________________________________________________________
 JU2298  GEOID HEIGHT    -        -34.296 (meters)                     GEOID18
 JU2298  DYNAMIC HEIGHT  -          2.115 (meters)        6.94  (feet) COMP
 JU2298  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 JU2298
 JU2298  VERT ORDER      -  FIRST     CLASS II
 JU2298
 JU2298.The horizontal coordinates were scaled from a map and have
 JU2298.an estimated accuracy of +/- 6 seconds.
 JU2298
 JU2298.The orthometric height was determined by differential leveling and
 JU2298.adjusted by the NATIONAL GEODETIC SURVEY
 JU2298.in June 1991.
 JU2298
 JU2298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2298.GEOID18 height accuracy estimate available here.
 JU2298
 JU2298.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ007484(NAD 83)
 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
 JU2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2298.See file dsdata.pdf to determine how the superseded data were derived.
 JU2298
 JU2298_MARKER: DJ = TIDAL STATION DISK
 JU2298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2298_SP_SET: SMALL BRIDGE ABUTMENT
 JU2298_STAMPING: 7059 A 1977
 JU2298_MARK LOGO: NOS
 JU2298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU2297 ***********************************************************************
 JU2297  DESIGNATION -  853 7059 B TIDAL
 JU2297  PID         -  JU2297
 JU2297  STATE/COUNTY-  NJ/CUMBERLAND
 JU2297  COUNTRY     -  US
 JU2297  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2297
 JU2297                         *CURRENT SURVEY CONTROL
 JU2297  ______________________________________________________________________
 JU2297* NAD 83(2011) POSITION- 39 17 09.00861(N) 074 59 33.23816(W)   ADJUSTED
 JU2297* NAD 83(2011) ELLIP HT-   -31.121 (meters)        (06/27/12)   ADJUSTED
 JU2297* NAD 83(2011) EPOCH   -  2010.00
 JU2297* NAVD 88 ORTHO HEIGHT -     3.170 (meters)       10.40  (feet) ADJUSTED
 JU2297  ______________________________________________________________________
 JU2297  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 JU2297  NAD 83(2011) X  -  1,280,032.339 (meters)                     COMP
 JU2297  NAD 83(2011) Y  - -4,774,667.680 (meters)                     COMP
 JU2297  NAD 83(2011) Z  -  4,016,908.551 (meters)                     COMP
 JU2297  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 JU2297  DYNAMIC HEIGHT  -          3.168 (meters)       10.39  (feet) COMP
 JU2297  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 JU2297
 JU2297  VERT ORDER      -  FIRST     CLASS II
 JU2297
 JU2297  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2297  Standards:
 JU2297         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2297            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2297  -------------------------------------------------------------------
 JU2297  NETWORK    0.55   0.84           0.25   0.19   0.43     -0.15629678
 JU2297  -------------------------------------------------------------------
 JU2297  Click here for local accuracies and other accuracy information.
 JU2297
 JU2297.The horizontal coordinates were established by GPS observations
 JU2297.and adjusted by the National Geodetic Survey in June 2012.
 JU2297
 JU2297.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2297.been affixed to the stable North American tectonic plate. See 
 JU2297.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2297
 JU2297.The horizontal coordinates are valid at the epoch date displayed above
 JU2297.which is a decimal equivalence of Year/Month/Day.
 JU2297
 JU2297.The orthometric height was determined by differential leveling and
 JU2297.adjusted by the NATIONAL GEODETIC SURVEY
 JU2297.in June 1991.
 JU2297
 JU2297.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2297.GEOID18 height accuracy estimate available here.
 JU2297
 JU2297.Click photographs - Photos may exist for this station.
 JU2297
 JU2297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2297
 JU2297.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2297
 JU2297.The ellipsoidal height was determined by GPS observations
 JU2297.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2297
 JU2297;                    North         East     Units Scale Factor Converg.
 JU2297;SPC NJ       -    50,345.918   107,507.120   MT  0.99992223   -0 18 42.8
 JU2297;SPC NJ       -   165,176.57    352,712.94   sFT  0.99992223   -0 18 42.8
 JU2297;UTM  18      - 4,348,496.887   500,641.112   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0064148496(NAD 83)
 JU2297
 JU2297                          SUPERSEDED SURVEY CONTROL
 JU2297
 JU2297  NAD 83(2007)-  39 17 09.00904(N)    074 59 33.23882(W) AD(2002.00) 0
 JU2297  ELLIP H (02/10/07)  -31.108  (m)                       GP(2002.00)    
 JU2297  ELLIP H (10/23/02)  -31.110  (m)                       GP(       ) 4 1
 JU2297  NAD 83(1996)-  39 17 09.00888(N)    074 59 33.23896(W) AD(       ) 1
 JU2297  ELLIP H (05/14/99)  -31.117  (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)  -31.172  (m)                       GP(       ) 3 1
 JU2297  NAVD 88               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
 JU2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2297.See file dsdata.pdf to determine how the superseded data were derived.
 JU2297
 JU2297_MARKER: DJ = TIDAL STATION DISK
 JU2297_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2297_STAMPING: 7059 B 1977
 JU2297_MARK LOGO: NOS
 JU2297_PROJECTION: RECESSED 5 CENTIMETERS
 JU2297_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2297+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2019
 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  HISTORY     - 20190708 GOOD             NJGS
 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.
 JU2297
 JU2297                          STATION RECOVERY (2019)
 JU2297
 JU2297'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU2297'A LARGE EVERGREEN TREE FROM ADJACENT PROPERTY COVERS THE STATION, MAY
 JU2297'NOT BE GPS SUITABLE.  RECOVERED AS DESCRIBED.
 JU2297'
 JU2297'THE STATION IS 1 INCH (25 MM) NORTH OF A BRICK SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2294 ***********************************************************************
 JU2294  DESIGNATION -  853 7059 C TIDAL
 JU2294  PID         -  JU2294
 JU2294  STATE/COUNTY-  NJ/CUMBERLAND
 JU2294  COUNTRY     -  US
 JU2294  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2294
 JU2294                         *CURRENT SURVEY CONTROL
 JU2294  ______________________________________________________________________
 JU2294* NAD 83(1986) POSITION- 39 17 08.     (N) 074 59 36.     (W)   SCALED
 JU2294* NAVD 88 ORTHO HEIGHT -     4.328 (meters)       14.20  (feet) ADJUSTED
 JU2294  ______________________________________________________________________
 JU2294  GEOID HEIGHT    -        -34.296 (meters)                     GEOID18
 JU2294  DYNAMIC HEIGHT  -          4.325 (meters)       14.19  (feet) COMP
 JU2294  MODELED GRAVITY -    980,104.3   (mgal)                       NAVD 88
 JU2294
 JU2294  VERT ORDER      -  FIRST     CLASS II
 JU2294
 JU2294.The horizontal coordinates were scaled from a map and have
 JU2294.an estimated accuracy of +/- 6 seconds.
 JU2294
 JU2294.The orthometric height was determined by differential leveling and
 JU2294.adjusted by the NATIONAL GEODETIC SURVEY
 JU2294.in June 1991.
 JU2294
 JU2294.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2294.GEOID18 height accuracy estimate available here.
 JU2294
 JU2294.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ005484(NAD 83)
 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
 JU2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2294.See file dsdata.pdf to determine how the superseded data were derived.
 JU2294
 JU2294_MARKER: DJ = TIDAL STATION DISK
 JU2294_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU2295 ***********************************************************************
 JU2295  DESIGNATION -  853 7059 D TIDAL
 JU2295  PID         -  JU2295
 JU2295  STATE/COUNTY-  NJ/CUMBERLAND
 JU2295  COUNTRY     -  US
 JU2295  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2295
 JU2295                         *CURRENT SURVEY CONTROL
 JU2295  ______________________________________________________________________
 JU2295* NAD 83(1986) POSITION- 39 17 06.     (N) 074 59 36.     (W)   SCALED
 JU2295* NAVD 88 ORTHO HEIGHT -     5.402 (meters)       17.72  (feet) ADJUSTED
 JU2295  ______________________________________________________________________
 JU2295  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 JU2295  DYNAMIC HEIGHT  -          5.399 (meters)       17.71  (feet) COMP
 JU2295  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 JU2295
 JU2295  VERT ORDER      -  FIRST     CLASS II
 JU2295
 JU2295.The horizontal coordinates were scaled from a map and have
 JU2295.an estimated accuracy of +/- 6 seconds.
 JU2295
 JU2295.The orthometric height was determined by differential leveling and
 JU2295.adjusted by the NATIONAL GEODETIC SURVEY
 JU2295.in June 1991.
 JU2295
 JU2295.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2295.GEOID18 height accuracy estimate available here.
 JU2295
 JU2295.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ005484(NAD 83)
 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
 JU2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2295.See file dsdata.pdf to determine how the superseded data were derived.
 JU2295
 JU2295_MARKER: DJ = TIDAL STATION DISK
 JU2295_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2295_STAMPING: 7059 D 1978
 JU2295_MARK LOGO: NOS
 JU2295_PROJECTION: RECESSED 5 CENTIMETERS
 JU2295_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 JU2296 ***********************************************************************
 JU2296  DESIGNATION -  853 7059 E TIDAL
 JU2296  PID         -  JU2296
 JU2296  STATE/COUNTY-  NJ/CUMBERLAND
 JU2296  COUNTRY     -  US
 JU2296  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2296
 JU2296                         *CURRENT SURVEY CONTROL
 JU2296  ______________________________________________________________________
 JU2296* NAD 83(1986) POSITION- 39 17 03.2    (N) 074 59 38.5    (W)   HD_HELD2
 JU2296* NAVD 88 ORTHO HEIGHT -     4.754 (meters)       15.60  (feet) ADJUSTED
 JU2296  ______________________________________________________________________
 JU2296  GEOID HEIGHT    -        -34.301 (meters)                     GEOID18
 JU2296  DYNAMIC HEIGHT  -          4.752 (meters)       15.59  (feet) COMP
 JU2296  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 JU2296
 JU2296  VERT ORDER      -  FIRST     CLASS II
 JU2296
 JU2296.The horizontal coordinates were established by autonomous hand held GPS
 JU2296.observations and have an estimated accuracy of +/- 10 meters.
 JU2296
 JU2296.The orthometric height was determined by differential leveling and
 JU2296.adjusted by the NATIONAL GEODETIC SURVEY
 JU2296.in March 2001.
 JU2296
 JU2296.No vertical observational check was made to the station.
 JU2296
 JU2296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2296.GEOID18 height accuracy estimate available here.
 JU2296
 JU2296.Click photographs - Photos may exist for this station.
 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       -    50,167.      107,380.      MT  (+/- 10 meters HH2 GPS)
 JU2296
 JU2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0051548317(NAD 83)
 JU2296
 JU2296                          SUPERSEDED SURVEY CONTROL
 JU2296
 JU2296  NAVD 88 (06/15/91)    4.758  (m)           15.61   (f) SUPERSEDED  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
 JU2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2296.See file dsdata.pdf to determine how the superseded data were derived.
 JU2296
 JU2296_MARKER: DJ = TIDAL STATION DISK
 JU2296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2296_SP_SET: STEEL TOWER FOOTING
 JU2296_STAMPING: 7059 E 1977
 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 = JULY 24, 2026 22:12:30 EDT
 AA7217 ***********************************************************************
 AA7217  DESIGNATION -  853 7079 A TIDAL
 AA7217  PID         -  AA7217
 AA7217  STATE/COUNTY-  NJ/CUMBERLAND
 AA7217  COUNTRY     -  US
 AA7217  USGS QUAD   -  CEDARVILLE (2019)
 AA7217
 AA7217                         *CURRENT SURVEY CONTROL
 AA7217  ______________________________________________________________________
 AA7217* NAD 83(2011) POSITION- 39 17 29.68858(N) 075 11 50.27041(W)   ADJUSTED
 AA7217* NAD 83(2011) ELLIP HT-   -33.176 (meters)        (06/27/12)   ADJUSTED
 AA7217* NAD 83(2011) EPOCH   -  2010.00
 AA7217* NAVD 88 ORTHO HEIGHT -     0.989 (meters)        3.24  (feet) ADJUSTED
 AA7217  ______________________________________________________________________
 AA7217  GEOID HEIGHT    -        -34.175 (meters)                     GEOID18
 AA7217  NAD 83(2011) X  -  1,262,859.618 (meters)                     COMP
 AA7217  NAD 83(2011) Y  - -4,778,819.067 (meters)                     COMP
 AA7217  NAD 83(2011) Z  -  4,017,400.846 (meters)                     COMP
 AA7217  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 AA7217  DYNAMIC HEIGHT  -          0.988 (meters)        3.24  (feet) COMP
 AA7217  MODELED GRAVITY -    980,106.8   (mgal)                       NAVD 88
 AA7217
 AA7217  VERT ORDER      -  SECOND    CLASS I
 AA7217
 AA7217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7217  Standards:
 AA7217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7217  -------------------------------------------------------------------
 AA7217  NETWORK    0.95   1.27           0.44   0.31   0.65     -0.06211323
 AA7217  -------------------------------------------------------------------
 AA7217  Click here for local accuracies and other accuracy information.
 AA7217
 AA7217.The horizontal coordinates were established by GPS observations
 AA7217.and adjusted by the National Geodetic Survey in June 2012.
 AA7217
 AA7217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7217.been affixed to the stable North American tectonic plate. See 
 AA7217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7217
 AA7217.The horizontal coordinates are valid at the epoch date displayed above
 AA7217.which is a decimal equivalence of Year/Month/Day.
 AA7217
 AA7217.The orthometric height was determined by differential leveling and
 AA7217.adjusted by the NATIONAL GEODETIC SURVEY
 AA7217.in October 1996.
 AA7217
 AA7217.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7217.GEOID18 height accuracy estimate available here.
 AA7217
 AA7217.Click photographs - Photos may exist for this station.
 AA7217
 AA7217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7217
 AA7217.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7217
 AA7217.The ellipsoidal height was determined by GPS observations
 AA7217.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7217
 AA7217;                    North         East     Units Scale Factor Converg.
 AA7217;SPC NJ       -    51,099.744    89,850.060   MT  0.99994453   -0 26 29.7
 AA7217;SPC NJ       -   167,649.74    294,783.07   sFT  0.99994453   -0 26 29.7
 AA7217;UTM  18      - 4,349,152.909   482,986.012   MT  0.99960356   -0 07 29.8
 AA7217
 AA7217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7217!SPC NJ       -   1.00000521  x   0.99994453  =   0.99994973
 AA7217!UTM  18      -   1.00000521  x   0.99960356  =   0.99960876
 AA7217
 AA7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8298649152(NAD 83)
 AA7217
 AA7217                          SUPERSEDED SURVEY CONTROL
 AA7217
 AA7217  NAD 83(2007)-  39 17 29.68900(N)    075 11 50.27107(W) AD(2002.00) 0
 AA7217  ELLIP H (02/10/07)  -33.164  (m)                       GP(2002.00)    
 AA7217  ELLIP H (10/23/02)  -33.171  (m)                       GP(       ) 4 1
 AA7217  NAD 83(1996)-  39 17 29.68894(N)    075 11 50.27138(W) AD(       ) 1
 AA7217  ELLIP H (05/14/99)  -33.177  (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)  -33.232  (m)                       GP(       ) 3 1
 AA7217  NAVD 88 (08/04/95)    1.0    (m)  GEOID93  model used  GPS OBS        
 AA7217
 AA7217.Superseded values are not recommended for survey control.
 AA7217
 AA7217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7217.See file dsdata.pdf to determine how the superseded data were derived.
 AA7217
 AA7217_MARKER: DJ = TIDAL STATION DISK
 AA7217_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA7217+WITH SETTING: PAVEMENT
 AA7217_SP_SET: SIGN FOUNDATION
 AA7217_STAMPING: 7079 A 1977
 AA7217_MARK LOGO: NOS
 AA7217_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7217+STABILITY: SURFACE MOTION
 AA7217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7217+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2021
 AA7217
 AA7217  HISTORY     - Date     Condition        Report By
 AA7217  HISTORY     - 1977     MONUMENTED       PORTER
 AA7217  HISTORY     - 19940831 GOOD             NJGS
 AA7217  HISTORY     - 19940902 GOOD             NJGS
 AA7217  HISTORY     - 20131203 GOOD             WATER
 AA7217  HISTORY     - 20171023 GOOD             NJDEP
 AA7217  HISTORY     - 20210506 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.
 AA7217'
 AA7217'TO REACH THE STATION FROM THE INTERSECTION OF FORTESCUE ROAD, COUNTY
 AA7217'ROAD 637, BAPTIST ROAD AND NEWPORT LANDING ROAD, COUNTY ROAD 656 IN
 AA7217'NEWPORT, GO WEST-SOUTHWEST ON NEWPORT LANDING ROAD FOR 1.1 MI (1.8 KM)
 AA7217'TO THE END OF PAVED ROAD AT THE NEWPORT LANDING MARINA AND THE STATION
 AA7217'ON THE RIGHT, SET ABOUT 0.1 M (0.3 FT) BELOW THE GROUND AT THE
 AA7217'SOUTHEAST CORNER OF A CONCRETE FOUNDATION FOR A FORMER SIGN.
 AA7217'
 AA7217'THE STATION IS 12.2 M (40.0 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF
 AA7217'THE BOTTOM WOOD STEP LEADING TO THE WOOD DECK SURROUNDING PATRICIAS
 AA7217'WATER FRONT CAFE, 9.5 M (31.2 FT) SOUTH-SOUTHEAST FROM A WOOD LIGHT
 AA7217'POLE WITH ELECTRIC BOX ATTACHED AT THE DOCK, WEST OF THE WATERFRONT
 AA7217'CAFE, 12.5 M (41.0 FT) NORTH FROM THE CENTERLINE OF NEWPORT LANDING
 AA7217'ROAD, 6.2 M (20.3 FT) NORTH-NORTHEAST FROM THE NORTH WOOD POST OF THE
 AA7217'SIGN FOR THE NEWPORT LANDING MARINA, 38.7 M (127.0 FT) NORTHWEST FROM
 AA7217'POLE NUMBER B 46024 ON THE SOUTH SIDE OF NEWPORT LANDING ROAD AND 0.8
 AA7217'M (2.6 FT) NORTHWEST FROM THE NORTHWEST CORNER OF ASPHALT PAVING FOR A
 AA7217'FORMER PARKING LOT.
 AA7217
 AA7217                          STATION RECOVERY (1994)
 AA7217
 AA7217'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7217'RECOVERED AS DESCRIBED.
 AA7217
 AA7217                          STATION RECOVERY (2013)
 AA7217
 AA7217'RECOVERY NOTE BY WATERSHED SCIENCES 2013 (MN)
 AA7217'RECOVERED IN GOOD CONDITION.
 AA7217
 AA7217                          STATION RECOVERY (2017)
 AA7217
 AA7217'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2017 (MT)
 AA7217'RECOVERED IN GOOD CONDITION.  PATRICIA'S WATERFRONT CAFE IS NOW THE
 AA7217'LANDING RESTAURANT AND THE NEWPORT LANDING MARINA IS NOW SUN DOG
 AA7217'MARINA.
 AA7217
 AA7217                          STATION RECOVERY (2021)
 AA7217
 AA7217'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 AA7217'CORRECTION ON TIES, SIGN FOR NEWPORT LANDING MARINA IS GONE, ASPHALT
 AA7217'PAVING IS GONE, 9.25 M (30.3 FT) SOUTH A WOOD 4X4 POLE WITH ELECTRIC
 AA7217'BOX, 12.2 M (40.0 FT) NORTH FROM THE CENTERLINE OF NEWPORT LANDING
 AA7217'ROAD, 33.4 M (109.6 FT) SOUTH SOUTHWEST OF SOUTHEAST CONTROL OF SET OF
 AA7217'METAL BARRIER POSTS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8553 ***********************************************************************
 AA8553  DESIGNATION -  853 7079 C TIDAL
 AA8553  PID         -  AA8553
 AA8553  STATE/COUNTY-  NJ/CUMBERLAND
 AA8553  COUNTRY     -  US
 AA8553  USGS QUAD   -  CEDARVILLE (2019)
 AA8553
 AA8553                         *CURRENT SURVEY CONTROL
 AA8553  ______________________________________________________________________
 AA8553* NAD 83(1986) POSITION- 39 17 28.     (N) 075 11 46.     (W)   SCALED
 AA8553* NAVD 88 ORTHO HEIGHT -     1.216 (meters)        3.99  (feet) ADJUSTED
 AA8553  ______________________________________________________________________
 AA8553  GEOID HEIGHT    -        -34.177 (meters)                     GEOID18
 AA8553  DYNAMIC HEIGHT  -          1.215 (meters)        3.99  (feet) COMP
 AA8553  MODELED GRAVITY -    980,106.7   (mgal)                       NAVD 88
 AA8553
 AA8553  VERT ORDER      -  SECOND    CLASS I
 AA8553
 AA8553.The horizontal coordinates were scaled from a map and have
 AA8553.an estimated accuracy of +/- 6 seconds.
 AA8553
 AA8553.The orthometric height was determined by differential leveling and
 AA8553.adjusted by the NATIONAL GEODETIC SURVEY
 AA8553.in October 1996.
 AA8553
 AA8553.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8553.GEOID18 height accuracy estimate available here.
 AA8553
 AA8553.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ830491(NAD 83)
 AA8553
 AA8553                          SUPERSEDED SURVEY CONTROL
 AA8553
 AA8553.No superseded survey control is available for this station.
 AA8553
 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: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20210506 MARK NOT FOUND   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.
 AA8553
 AA8553                          STATION RECOVERY (2021)
 AA8553
 AA8553'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 AA8553'EXISTING TIES OF ROAD AND POLES APPEAR CORRECT BUT NO DISK FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8559 ***********************************************************************
 AA8559  DESIGNATION -  853 7079 D TIDAL
 AA8559  PID         -  AA8559
 AA8559  STATE/COUNTY-  NJ/CUMBERLAND
 AA8559  COUNTRY     -  US
 AA8559  USGS QUAD   -  CEDARVILLE (2019)
 AA8559
 AA8559                         *CURRENT SURVEY CONTROL
 AA8559  ______________________________________________________________________
 AA8559* NAD 83(1986) POSITION- 39 17 30.     (N) 075 11 38.     (W)   SCALED
 AA8559* NAVD 88 ORTHO HEIGHT -     0.825 (meters)        2.71  (feet) ADJUSTED
 AA8559  ______________________________________________________________________
 AA8559  GEOID HEIGHT    -        -34.176 (meters)                     GEOID18
 AA8559  DYNAMIC HEIGHT  -          0.824 (meters)        2.70  (feet) COMP
 AA8559  MODELED GRAVITY -    980,106.8   (mgal)                       NAVD 88
 AA8559
 AA8559  VERT ORDER      -  SECOND    CLASS I
 AA8559
 AA8559.The horizontal coordinates were scaled from a map and have
 AA8559.an estimated accuracy of +/- 6 seconds.
 AA8559
 AA8559.The orthometric height was determined by differential leveling and
 AA8559.adjusted by the NATIONAL GEODETIC SURVEY
 AA8559.in October 1996.
 AA8559
 AA8559.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8559.GEOID18 height accuracy estimate available here.
 AA8559
 AA8559.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ832491(NAD 83)
 AA8559
 AA8559                          SUPERSEDED SURVEY CONTROL
 AA8559
 AA8559.No superseded survey control is available for this station.
 AA8559
 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: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 JU2286 ***********************************************************************
 JU2286  DESIGNATION -  853 7147 A TIDAL
 JU2286  PID         -  JU2286
 JU2286  STATE/COUNTY-  NJ/CUMBERLAND
 JU2286  COUNTRY     -  US
 JU2286  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2286
 JU2286                         *CURRENT SURVEY CONTROL
 JU2286  ______________________________________________________________________
 JU2286* NAD 83(1986) POSITION- 39 18 54.     (N) 074 59 02.     (W)   SCALED
 JU2286* NAVD 88 ORTHO HEIGHT -     4.527 (meters)       14.85  (feet) ADJUSTED
 JU2286  ______________________________________________________________________
 JU2286  GEOID HEIGHT    -        -34.183 (meters)                     GEOID18
 JU2286  DYNAMIC HEIGHT  -          4.525 (meters)       14.85  (feet) COMP
 JU2286  MODELED GRAVITY -    980,109.6   (mgal)                       NAVD 88
 JU2286
 JU2286  VERT ORDER      -  FIRST     CLASS II
 JU2286
 JU2286.The horizontal coordinates were scaled from a map and have
 JU2286.an estimated accuracy of +/- 6 seconds.
 JU2286
 JU2286.The orthometric height was determined by differential leveling and
 JU2286.adjusted by the NATIONAL GEODETIC SURVEY
 JU2286.in June 1991.
 JU2286
 JU2286.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2286.GEOID18 height accuracy estimate available here.
 JU2286
 JU2286.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ013517(NAD 83)
 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
 JU2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2286.See file dsdata.pdf to determine how the superseded data were derived.
 JU2286
 JU2286_MARKER: DJ = TIDAL STATION DISK
 JU2286_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2286_SP_SET: ABUTMENT
 JU2286_STAMPING: 7147 A 1978
 JU2286_MARK LOGO: NOS
 JU2286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2286+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2007
 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  HISTORY     - 20070918 GOOD             UE
 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.
 JU2286
 JU2286                          STATION RECOVERY (2007)
 JU2286
 JU2286'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2287 ***********************************************************************
 JU2287  DESIGNATION -  853 7147 B TIDAL
 JU2287  PID         -  JU2287
 JU2287  STATE/COUNTY-  NJ/CUMBERLAND
 JU2287  COUNTRY     -  US
 JU2287  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2287
 JU2287                         *CURRENT SURVEY CONTROL
 JU2287  ______________________________________________________________________
 JU2287* NAD 83(1986) POSITION- 39 18 52.95   (N) 074 59 00.76   (W)   HD_HELD1
 JU2287* NAVD 88 ORTHO HEIGHT -     4.478 (meters)       14.69  (feet) ADJUSTED
 JU2287  ______________________________________________________________________
 JU2287  GEOID HEIGHT    -        -34.184 (meters)                     GEOID18
 JU2287  DYNAMIC HEIGHT  -          4.476 (meters)       14.69  (feet) COMP
 JU2287  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 JU2287
 JU2287  VERT ORDER      -  FIRST     CLASS II
 JU2287
 JU2287.The horizontal coordinates were determined by differentially corrected
 JU2287.hand held GPS observations or other comparable positioning techniques
 JU2287.and have an estimated accuracy of +/- 3 meters.
 JU2287
 JU2287.The orthometric height was determined by differential leveling and
 JU2287.adjusted by the NATIONAL GEODETIC SURVEY
 JU2287.in June 1991.
 JU2287
 JU2287.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2287.GEOID18 height accuracy estimate available here.
 JU2287
 JU2287.Click photographs - Photos may exist for this station.
 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       -    53,546.9     108,302.5     MT  (+/- 3 meters HH1 GPS) 
 JU2287
 JU2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0141851701(NAD 83)
 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
 JU2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2287.See file dsdata.pdf to determine how the superseded data were derived.
 JU2287
 JU2287_MARKER: DJ = TIDAL STATION DISK
 JU2287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2287_SP_SET: SMALL BRIDGE ABUTMENT
 JU2287_STAMPING: 7147 B 1978
 JU2287_MARK LOGO: NOS
 JU2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2287+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2018
 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  HISTORY     - 20070918 GOOD             UE
 JU2287  HISTORY     - 20180521 GOOD             NJGS
 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.
 JU2287
 JU2287                          STATION RECOVERY (2007)
 JU2287
 JU2287'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2287'RECOVERED IN GOOD CONDITION.
 JU2287
 JU2287                          STATION RECOVERY (2018)
 JU2287
 JU2287'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU2287'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF HEISLERVILLE,
 JU2287'5.5 MI (8.8 KM) NORTH-NORTHEAST OF PORT NORRIS AND IN THE TOWN OF PORT
 JU2287'ELIZABETH, NJ.
 JU2287'
 JU2287'THE STATION IS 3.6 M (11.8 FT) NORTHEAST OF A BLACK METAL SIGN OF
 JU2287'MANUMUSKIN RIVER, 3.2 M (10.5 FT) NORTHWEST OF ROUTE 47 CURB LINE, 1.5
 JU2287'M (4.9 FT) SOUTHEAST OF AN ELECTRIC POLE NUMBERED B6964.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2288 ***********************************************************************
 JU2288  DESIGNATION -  853 7147 C TIDAL
 JU2288  PID         -  JU2288
 JU2288  STATE/COUNTY-  NJ/CUMBERLAND
 JU2288  COUNTRY     -  US
 JU2288  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2288
 JU2288                         *CURRENT SURVEY CONTROL
 JU2288  ______________________________________________________________________
 JU2288* NAD 83(1986) POSITION- 39 18 48.     (N) 074 58 59.     (W)   SCALED
 JU2288* NAVD 88 ORTHO HEIGHT -     3.328 (meters)       10.92  (feet) ADJUSTED
 JU2288  ______________________________________________________________________
 JU2288  GEOID HEIGHT    -        -34.190 (meters)                     GEOID18
 JU2288  DYNAMIC HEIGHT  -          3.326 (meters)       10.91  (feet) COMP
 JU2288  MODELED GRAVITY -    980,109.3   (mgal)                       NAVD 88
 JU2288
 JU2288  VERT ORDER      -  FIRST     CLASS II
 JU2288
 JU2288.The horizontal coordinates were scaled from a map and have
 JU2288.an estimated accuracy of +/- 6 seconds.
 JU2288
 JU2288.The orthometric height was determined by differential leveling and
 JU2288.adjusted by the NATIONAL GEODETIC SURVEY
 JU2288.in June 1991.
 JU2288
 JU2288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2288.GEOID18 height accuracy estimate available here.
 JU2288
 JU2288.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ014515(NAD 83)
 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
 JU2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2288.See file dsdata.pdf to determine how the superseded data were derived.
 JU2288
 JU2288_MARKER: DJ = TIDAL STATION DISK
 JU2288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2288_STAMPING: 7147 C 1978
 JU2288_MARK LOGO: NOS
 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  HISTORY     - 20190708 MARK NOT FOUND   NJGS
 JU2288
 JU2288                          STATION DESCRIPTION
 JU2288
 JU2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 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.
 JU2288
 JU2288                          STATION RECOVERY (2019)
 JU2288
 JU2288'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU2288'FOUND THE TIES BUT NOT THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2289 ***********************************************************************
 JU2289  DESIGNATION -  853 7147 D TIDAL
 JU2289  PID         -  JU2289
 JU2289  STATE/COUNTY-  NJ/CUMBERLAND
 JU2289  COUNTRY     -  US
 JU2289  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2289
 JU2289                         *CURRENT SURVEY CONTROL
 JU2289  ______________________________________________________________________
 JU2289* NAD 83(1986) POSITION- 39 18 48.9    (N) 074 58 51.7    (W)   HD_HELD2
 JU2289* NAVD 88 ORTHO HEIGHT -     3.747 (meters)       12.29  (feet) ADJUSTED
 JU2289  ______________________________________________________________________
 JU2289  GEOID HEIGHT    -        -34.190 (meters)                     GEOID18
 JU2289  DYNAMIC HEIGHT  -          3.745 (meters)       12.29  (feet) COMP
 JU2289  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 JU2289
 JU2289  VERT ORDER      -  FIRST     CLASS II
 JU2289
 JU2289.The horizontal coordinates were established by autonomous hand held GPS
 JU2289.observations and have an estimated accuracy of +/- 10 meters.
 JU2289
 JU2289.The orthometric height was determined by differential leveling and
 JU2289.adjusted by the NATIONAL GEODETIC SURVEY
 JU2289.in June 1991.
 JU2289
 JU2289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2289.GEOID18 height accuracy estimate available here.
 JU2289
 JU2289.Click photographs - Photos may exist for this station.
 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       -    53,421.      108,519.      MT  (+/- 10 meters HH2 GPS)
 JU2289
 JU2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0163551576(NAD 83)
 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
 JU2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2289.See file dsdata.pdf to determine how the superseded data were derived.
 JU2289
 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_MARK LOGO: NOS
 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 - January 16, 2015
 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  HISTORY     - 20150116 GOOD             INDIV
 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.
 JU2289
 JU2289                          STATION RECOVERY (2015)
 JU2289
 JU2289'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (HBH)
 JU2289'RECOVERED IN GOOD CONDITION. STATION IS COVERED WITH WHITE PAINT BUT
 JU2289'IS STILL READABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2290 ***********************************************************************
 JU2290  DESIGNATION -  853 7147 E TIDAL
 JU2290  PID         -  JU2290
 JU2290  STATE/COUNTY-  NJ/CUMBERLAND
 JU2290  COUNTRY     -  US
 JU2290  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2290
 JU2290                         *CURRENT SURVEY CONTROL
 JU2290  ______________________________________________________________________
 JU2290* NAD 83(1986) POSITION- 39 18 52.0    (N) 074 58 51.8    (W)   HD_HELD2
 JU2290* NAVD 88 ORTHO HEIGHT -     4.714 (meters)       15.47  (feet) ADJUSTED
 JU2290  ______________________________________________________________________
 JU2290  GEOID HEIGHT    -        -34.186 (meters)                     GEOID18
 JU2290  DYNAMIC HEIGHT  -          4.712 (meters)       15.46  (feet) COMP
 JU2290  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 JU2290
 JU2290  VERT ORDER      -  FIRST     CLASS II
 JU2290
 JU2290.The horizontal coordinates were established by autonomous hand held GPS
 JU2290.observations and have an estimated accuracy of +/- 10 meters.
 JU2290
 JU2290.The orthometric height was determined by differential leveling and
 JU2290.adjusted by the NATIONAL GEODETIC SURVEY
 JU2290.in June 1991.
 JU2290
 JU2290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2290.GEOID18 height accuracy estimate available here.
 JU2290
 JU2290.Click photographs - Photos may exist for this station.
 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       -    53,516.      108,517.      MT  (+/- 10 meters HH2 GPS)
 JU2290
 JU2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0163351671(NAD 83)
 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
 JU2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2290.See file dsdata.pdf to determine how the superseded data were derived.
 JU2290
 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_MARK LOGO: NOS
 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 - February 27, 2019
 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  HISTORY     - 20070908 MARK NOT FOUND   UE
 JU2290  HISTORY     - 20190227 GOOD             GEOCAC
 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.
 JU2290
 JU2290                          STATION RECOVERY (2007)
 JU2290
 JU2290'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2290'THE BUILDING IS NOW PORT ELIZABETH METHODIST CHURCH SCHOOL, JOHN BOGGS
 JU2290'HALL. BUILDING NOW HAS VINYL SIDING.
 JU2290
 JU2290                          STATION RECOVERY (2019)
 JU2290
 JU2290'RECOVERY NOTE BY GEOCACHING 2019 (HBH)
 JU2290'THE STATION IS NEAR THE SOUTHEAST CORNER OF THE PORT ELIZABETH UNITED
 JU2290'METHODIST CHURCH.  IT IS SET VERTICALLY ON THE SOUTH BRICK WALL 3 FT
 JU2290'(0.9 M) ABOVE GROUND AND 2.6 FT (0.8 M) WEST OF THE SOUTHEAST CORNER
 JU2290'AS DESCRIBED IN 1979.  THE BUILDING THAT WAS MENTIONED IN THE 2007
 JU2290'RECOVERY WITH VINYL SIDING IS JOHN BOGGS HALL WHICH IS AN ADJACENT
 JU2290'STRUCTURE THAT IS LOCATED APPROXIMATELY 200 FT (61.0 M) NORTHEAST OF
 JU2290'THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2282 ***********************************************************************
 JU2282  DESIGNATION -  853 7242 A TIDAL
 JU2282  PID         -  JU2282
 JU2282  STATE/COUNTY-  NJ/CUMBERLAND
 JU2282  COUNTRY     -  US
 JU2282  USGS QUAD   -  DIVIDING CREEK (2019)
 JU2282
 JU2282                         *CURRENT SURVEY CONTROL
 JU2282  ______________________________________________________________________
 JU2282* NAD 83(1986) POSITION- 39 20 34.     (N) 075 00 27.     (W)   SCALED
 JU2282* NAVD 88 ORTHO HEIGHT -     0.975 (meters)        3.20  (feet) ADJUSTED
 JU2282  ______________________________________________________________________
 JU2282  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 JU2282  DYNAMIC HEIGHT  -          0.975 (meters)        3.20  (feet) COMP
 JU2282  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 JU2282
 JU2282  VERT ORDER      -  FIRST     CLASS II
 JU2282
 JU2282.The horizontal coordinates were scaled from a map and have
 JU2282.an estimated accuracy of +/- 6 seconds.
 JU2282
 JU2282.The orthometric height was determined by differential leveling and
 JU2282.adjusted by the NATIONAL GEODETIC SURVEY
 JU2282.in June 1991.
 JU2282
 JU2282.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2282.GEOID18 height accuracy estimate available here.
 JU2282
 JU2282.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ993548(NAD 83)
 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
 JU2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2282.See file dsdata.pdf to determine how the superseded data were derived.
 JU2282
 JU2282_MARKER: DJ = TIDAL STATION DISK
 JU2282_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2282_SP_SET: PIER
 JU2282_STAMPING: 7242 A 1978
 JU2282_MARK LOGO: NOS
 JU2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU2284 ***********************************************************************
 JU2284  DESIGNATION -  853 7242 C TIDAL
 JU2284  PID         -  JU2284
 JU2284  STATE/COUNTY-  NJ/CUMBERLAND
 JU2284  COUNTRY     -  US
 JU2284  USGS QUAD   -  DIVIDING CREEK (2019)
 JU2284
 JU2284                         *CURRENT SURVEY CONTROL
 JU2284  ______________________________________________________________________
 JU2284* NAD 83(1986) POSITION- 39 20 34.     (N) 075 00 27.     (W)   SCALED
 JU2284* NAVD 88 ORTHO HEIGHT -     2.644 (meters)        8.67  (feet) ADJUSTED
 JU2284  ______________________________________________________________________
 JU2284  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 JU2284  DYNAMIC HEIGHT  -          2.643 (meters)        8.67  (feet) COMP
 JU2284  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 JU2284
 JU2284  VERT ORDER      -  FIRST     CLASS II
 JU2284
 JU2284.The horizontal coordinates were scaled from a map and have
 JU2284.an estimated accuracy of +/- 6 seconds.
 JU2284
 JU2284.The orthometric height was determined by differential leveling and
 JU2284.adjusted by the NATIONAL GEODETIC SURVEY
 JU2284.in June 1991.
 JU2284
 JU2284.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2284.GEOID18 height accuracy estimate available here.
 JU2284
 JU2284.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ993548(NAD 83)
 JU2284
 JU2284                          SUPERSEDED SURVEY CONTROL
 JU2284
 JU2284  NGVD 29 (01/10/92)    2.987  (m)            9.80   (f) ADJUSTED    1 2
 JU2284
 JU2284.Superseded values are not recommended for survey control.
 JU2284
 JU2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2284.See file dsdata.pdf to determine how the superseded data were derived.
 JU2284
 JU2284_MARKER: DJ = TIDAL STATION DISK
 JU2284_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2284_SP_SET: SUPPORT
 JU2284_STAMPING: 7242 C 1978
 JU2284_MARK LOGO: NOS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2281 ***********************************************************************
 JU2281  DESIGNATION -  853 7242 D TIDAL
 JU2281  PID         -  JU2281
 JU2281  STATE/COUNTY-  NJ/CUMBERLAND
 JU2281  COUNTRY     -  US
 JU2281  USGS QUAD   -  DIVIDING CREEK (2019)
 JU2281
 JU2281                         *CURRENT SURVEY CONTROL
 JU2281  ______________________________________________________________________
 JU2281* NAD 83(1986) POSITION- 39 20 38.1    (N) 075 00 28.3    (W)   HD_HELD2
 JU2281* NAVD 88 ORTHO HEIGHT -     3.530 (meters)       11.58  (feet) ADJUSTED
 JU2281  ______________________________________________________________________
 JU2281  GEOID HEIGHT    -        -34.062 (meters)                     GEOID18
 JU2281  DYNAMIC HEIGHT  -          3.528 (meters)       11.57  (feet) COMP
 JU2281  MODELED GRAVITY -    980,115.9   (mgal)                       NAVD 88
 JU2281
 JU2281  VERT ORDER      -  FIRST     CLASS II
 JU2281
 JU2281.The horizontal coordinates were established by autonomous hand held GPS
 JU2281.observations and have an estimated accuracy of +/- 10 meters.
 JU2281
 JU2281.The orthometric height was determined by differential leveling and
 JU2281.adjusted by the NATIONAL GEODETIC SURVEY
 JU2281.in June 1991.
 JU2281
 JU2281.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2281.GEOID18 height accuracy estimate available here.
 JU2281
 JU2281.Click photographs - Photos may exist for this station.
 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       -    56,801.      106,224.      MT  (+/- 10 meters HH2 GPS)
 JU2281
 JU2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9932254942(NAD 83)
 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
 JU2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2281.See file dsdata.pdf to determine how the superseded data were derived.
 JU2281
 JU2281_MARKER: DJ = TIDAL STATION DISK
 JU2281_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2281_STAMPING: 7242 D 1978
 JU2281_MARK LOGO: NOS
 JU2281_PROJECTION: RECESSED 18 CENTIMETERS
 JU2281_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2281+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2017
 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  HISTORY     - 20070112 GOOD             JCLS
 JU2281  HISTORY     - 20130505 GOOD             PROFLN
 JU2281  HISTORY     - 20170411 GOOD             NJGS
 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.
 JU2281
 JU2281                          STATION RECOVERY (2007)
 JU2281
 JU2281'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 JU2281'RECOVERED IN GOOD CONDITION.
 JU2281
 JU2281                          STATION RECOVERY (2013)
 JU2281
 JU2281'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2013 (JRO)
 JU2281'THE MARK IS 137' SOUTH-SOUTHEAST ALONG THE HIGHWAY FROM THE EXTENDED
 JU2281'CENTERLINE OF SCHOONER ROAD, 134.5 FT (41.0 M) SOUTH-SOUTHEAST FROM
 JU2281'BENCH MARK 853 7242 E(ECHO) 1978, WHICH IS 8.5 FT (2.6 M)
 JU2281'NORTH-NORTHWEST OF POLE 2614.  ALSO 125 FT (38.1 M) SOUTH-SOUTHEAST
 JU2281'(TOWARD THE BRIDGE) FROM THAT POLE 2614.  THE DISK IS RECESSED 0.6 FT
 JU2281'(18 CM) BELOW THE CONCRETE SURROUNDING THE PIPE.  THE CONCRETE
 JU2281'PROJECTS 0.3 FT (9 CM) ABOVE GROUND.
 JU2281
 JU2281                          STATION RECOVERY (2017)
 JU2281
 JU2281'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 JU2281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3376 ***********************************************************************
 DI3376  DESIGNATION -  853 7359 A TIDAL
 DI3376  PID         -  DI3376
 DI3376  STATE/COUNTY-  NJ/CUMBERLAND
 DI3376  COUNTRY     -  US
 DI3376  USGS QUAD   -  MILLVILLE (2019)
 DI3376
 DI3376                         *CURRENT SURVEY CONTROL
 DI3376  ______________________________________________________________________
 DI3376* NAD 83(1986) POSITION- 39 23 33.81   (N) 075 02 29.99   (W)   HD_HELD1
 DI3376* NAVD 88 ORTHO HEIGHT -     1.296 (meters)        4.25  (feet) ADJUSTED
 DI3376  ______________________________________________________________________
 DI3376  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 DI3376  DYNAMIC HEIGHT  -          1.295 (meters)        4.25  (feet) COMP
 DI3376  MODELED GRAVITY -    980,124.4   (mgal)                       NAVD 88
 DI3376
 DI3376  VERT ORDER      -  FIRST     CLASS II
 DI3376
 DI3376.The horizontal coordinates were determined by differentially corrected
 DI3376.hand held GPS observations or other comparable positioning techniques
 DI3376.and have an estimated accuracy of +/- 3 meters.
 DI3376
 DI3376.The orthometric height was determined by differential leveling and
 DI3376.adjusted by the NATIONAL GEODETIC SURVEY
 DI3376.in June 2007.
 DI3376
 DI3376.No vertical observational check was made to the station.
 DI3376
 DI3376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3376.GEOID18 height accuracy estimate available here.
 DI3376
 DI3376.Click photographs - Photos may exist for this station.
 DI3376
 DI3376.The dynamic height is computed by dividing the NAVD 88
 DI3376.geopotential number by the normal gravity value computed on the
 DI3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3376.degrees latitude (g = 980.6199 gals.).
 DI3376
 DI3376.The modeled gravity was interpolated from observed gravity values.
 DI3376
 DI3376;                    North         East    Units  Estimated Accuracy
 DI3376;SPC NJ       -    62,236.1     103,342.6     MT  (+/- 3 meters HH1 GPS) 
 DI3376
 DI3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9641260359(NAD 83)
 DI3376
 DI3376                          SUPERSEDED SURVEY CONTROL
 DI3376
 DI3376.No superseded survey control is available for this station.
 DI3376
 DI3376_MARKER: DJ = TIDAL STATION DISK
 DI3376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI3376_STAMPING: 7359 A 1978
 DI3376_MARK LOGO: NOS
 DI3376_PROJECTION: RECESSED 5 CENTIMETERS
 DI3376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3376+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DI3376_ROD/PIPE-DEPTH: 6.10 meters
 DI3376
 DI3376  HISTORY     - Date     Condition        Report By
 DI3376  HISTORY     - 1978     MONUMENTED       NOS
 DI3376  HISTORY     - 20030610 GOOD             NJGS
 DI3376  HISTORY     - 20110706 GOOD             NJGS
 DI3376
 DI3376                          STATION DESCRIPTION
 DI3376
 DI3376'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3376'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE WEST BANK OF
 DI3376'THE MAURICE RIVER ON  PROPERTY OWNED BY SILVERTON YACHTS.
 DI3376'
 DI3376'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 47 AND 49,
 DI3376'GO WEST ON STATE  ROUTE 49 FOR 0.20 MI (0.32 KM) TO THE INTERSECTION
 DI3376'WITH RIVERSIDE DRIVE ON THE LEFT.  TURN  LEFT AND GO SOUTH ON
 DI3376'RIVERSIDE DRIVE FOR 0.20 MI (0.32 KM) TO THE FIRST DRIVEWAY ON THE
 DI3376'LEFT LEADING TO THE PARKING LOT OF THE SILVERTON YACHTS COMPANY.  TURN
 DI3376'LEFT AND GO EAST  IN THE PARKING LOT FOR ABOUT 100 M (328.1 FT) TO THE
 DI3376'WEST BANK OF THE MAURICE RIVER AND  THE STATION ON THE LEFT, SET FLUSH
 DI3376'WITH THE GROUND IN A LANDSCAPED GRASS AREA.
 DI3376'
 DI3376'THE STATION IS 1.5 M (4.9 FT) WEST FROM A METAL WITNESS POST, 16.5 M
 DI3376'(54.1 FT) EAST FROM A  METAL OVERHEAD LIGHT NEAR THE EAST CORNER OF
 DI3376'THE PARKING LOT, 6.9 M (22.6 FT) EAST FROM  THE EAST EDGE OF A
 DI3376'CONCRETE LINED SWALE, 4.8 M (15.7 FT) WEST FROM THE WEST EDGE OF THE
 DI3376'MAURICE RIVER AND 13.0 M (42.7 FT) SOUTHEAST FROM THE EAST CORNER OF
 DI3376'THE PARKING LOT.
 DI3376
 DI3376                          STATION RECOVERY (2011)
 DI3376
 DI3376'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DI3376'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2277 ***********************************************************************
 JU2277  DESIGNATION -  853 7359 B TIDAL
 JU2277  PID         -  JU2277
 JU2277  STATE/COUNTY-  NJ/CUMBERLAND
 JU2277  COUNTRY     -  US
 JU2277  USGS QUAD   -  MILLVILLE (2019)
 JU2277
 JU2277                         *CURRENT SURVEY CONTROL
 JU2277  ______________________________________________________________________
 JU2277* NAD 83(1986) POSITION- 39 23 43.08   (N) 075 02 25.86   (W)   HD_HELD1
 JU2277* NAVD 88 ORTHO HEIGHT -     3.168 (meters)       10.39  (feet) ADJUSTED
 JU2277  ______________________________________________________________________
 JU2277  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 JU2277  DYNAMIC HEIGHT  -          3.167 (meters)       10.39  (feet) COMP
 JU2277  MODELED GRAVITY -    980,124.3   (mgal)                       NAVD 88
 JU2277
 JU2277  VERT ORDER      -  FIRST     CLASS II
 JU2277
 JU2277.The horizontal coordinates were determined by differentially corrected
 JU2277.hand held GPS observations or other comparable positioning techniques
 JU2277.and have an estimated accuracy of +/- 3 meters.
 JU2277
 JU2277.The orthometric height was determined by differential leveling and
 JU2277.adjusted by the NATIONAL GEODETIC SURVEY
 JU2277.in April 2013.
 JU2277
 JU2277.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2277.GEOID18 height accuracy estimate available here.
 JU2277
 JU2277.Click photographs - Photos may exist for this station.
 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       -    62,521.4     103,443.2     MT  (+/- 3 meters HH1 GPS) 
 JU2277
 JU2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9651160645(NAD 83)
 JU2277
 JU2277                          SUPERSEDED SURVEY CONTROL
 JU2277
 JU2277  NAVD 88 (06/28/07)    3.164  (m)           10.38   (f) SUPERSEDED  1 2
 JU2277  NAVD 88 (06/15/91)    3.145  (m)           10.32   (f) SUPERSEDED  1 2
 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
 JU2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2277.See file dsdata.pdf to determine how the superseded data were derived.
 JU2277
 JU2277_MARKER: DJ = TIDAL STATION DISK
 JU2277_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2277_SP_SET: BRIDGE ABUTMENT
 JU2277_STAMPING: 7359 B 1978
 JU2277_MARK LOGO: NOS
 JU2277_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2277+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 JU2277
 JU2277  HISTORY     - Date     Condition        Report By
 JU2277  HISTORY     - 1978     MONUMENTED       NOS
 JU2277  HISTORY     - 1979     GOOD             NGS
 JU2277  HISTORY     - 19950129 GOOD             USPSQD
 JU2277  HISTORY     - 20030610 GOOD             NJGS
 JU2277  HISTORY     - 20050913 GOOD             NJDEP
 JU2277  HISTORY     - 20080611 GOOD             UE
 JU2277  HISTORY     - 20110706 GOOD             NJGS
 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 (2003)
 JU2277
 JU2277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU2277'RECOVERED AS DESCRIBED.
 JU2277
 JU2277                          STATION RECOVERY (2005)
 JU2277
 JU2277'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2277'RECOVERED IN GOOD CONDITION.
 JU2277
 JU2277                          STATION RECOVERY (2008)
 JU2277
 JU2277'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU2277'RECOVERED IN GOOD CONDITION.
 JU2277
 JU2277                          STATION RECOVERY (2011)
 JU2277
 JU2277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU2277'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AS5704 ***********************************************************************
 AS5704  TIDAL BM    -  This is a Tidal Bench Mark.
 AS5704  DESIGNATION -  853 7363 A TIDAL
 AS5704  PID         -  AS5704
 AS5704  STATE/COUNTY-  NJ/CUMBERLAND
 AS5704  COUNTRY     -  US
 AS5704  USGS QUAD   -  CANTON (2019)
 AS5704
 AS5704                         *CURRENT SURVEY CONTROL
 AS5704  ______________________________________________________________________
 AS5704* NAD 83(2011) POSITION- 39 22 56.92066(N) 075 24 22.53843(W)   ADJUSTED
 AS5704* NAD 83(2011) ELLIP HT-   -32.745 (meters)        (06/27/12)   ADJUSTED
 AS5704* NAD 83(2011) EPOCH   -  2010.00
 AS5704* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) GPS OBS
 AS5704  ______________________________________________________________________
 AS5704  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AS5704  GEOID HEIGHT    -        -33.869 (meters)                     GEOID99
 AS5704  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 AS5704  NAD 83(2011) X  -  1,243,810.741 (meters)                     COMP
 AS5704  NAD 83(2011) Y  - -4,777,202.886 (meters)                     COMP
 AS5704  NAD 83(2011) Z  -  4,025,206.268 (meters)                     COMP
 AS5704  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 AS5704
 AS5704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AS5704  Standards:
 AS5704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AS5704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AS5704  -------------------------------------------------------------------
 AS5704  NETWORK    1.05   1.49           0.49   0.34   0.76     -0.02420116
 AS5704  -------------------------------------------------------------------
 AS5704  Click here for local accuracies and other accuracy information.
 AS5704
 AS5704.The horizontal coordinates were established by GPS observations
 AS5704.and adjusted by the National Geodetic Survey in June 2012.
 AS5704
 AS5704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AS5704.been affixed to the stable North American tectonic plate. See 
 AS5704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AS5704
 AS5704.The horizontal coordinates are valid at the epoch date displayed above
 AS5704.which is a decimal equivalence of Year/Month/Day.
 AS5704
 AS5704.The orthometric height was determined by GPS observations and a
 AS5704.high-resolution geoid model.
 AS5704
 AS5704.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS5704.GEOID18 height accuracy estimate available here.
 AS5704
 AS5704.This Tidal Bench Mark is designated as VM 16677
 AS5704.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS5704
 AS5704.Click photographs - Photos may exist for this station.
 AS5704
 AS5704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS5704
 AS5704.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS5704
 AS5704.The ellipsoidal height was determined by GPS observations
 AS5704.and is referenced to NAD 83.
 AS5704
 AS5704. The following values were computed from the NAD 83(2011) position.
 AS5704
 AS5704;                    North         East     Units Scale Factor Converg.
 AS5704;SPC NJ       -    61,350.384    71,925.477   MT  0.99997503   -0 34 30.2
 AS5704;SPC NJ       -   201,280.38    235,975.50   sFT  0.99997503   -0 34 30.2
 AS5704;UTM  18      - 4,359,300.677   465,011.299   MT  0.99961507   -0 15 28.0
 AS5704
 AS5704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS5704!SPC NJ       -   1.00000514  x   0.99997503  =   0.99998017
 AS5704!UTM  18      -   1.00000514  x   0.99961507  =   0.99962021
 AS5704
 AS5704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6501159300(NAD 83)
 AS5704
 AS5704                          SUPERSEDED SURVEY CONTROL
 AS5704
 AS5704  NAD 83(2007)-  39 22 56.92094(N)    075 24 22.53927(W) AD(2002.00) 0
 AS5704  ELLIP H (02/10/07)  -32.728  (m)                       GP(2002.00)    
 AS5704  ELLIP H (08/09/02)  -32.724  (m)                       GP(       ) 3 2
 AS5704  NAD 83(1996)-  39 22 56.92088(N)    075 24 22.53923(W) AD(       ) B
 AS5704  ELLIP H (05/21/02)  -32.724  (m)                       GP(       ) 1 2
 AS5704
 AS5704.Superseded values are not recommended for survey control.
 AS5704
 AS5704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS5704.See file dsdata.pdf to determine how the superseded data were derived.
 AS5704
 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 = JULY 24, 2026 22:12:30 EDT
 AI9749 ***********************************************************************
 AI9749  DESIGNATION -  853 7374 A TIDAL
 AI9749  PID         -  AI9749
 AI9749  STATE/COUNTY-  NJ/CUMBERLAND
 AI9749  COUNTRY     -  US
 AI9749  USGS QUAD   -  SHILOH (2019)
 AI9749
 AI9749                         *CURRENT SURVEY CONTROL
 AI9749  ______________________________________________________________________
 AI9749* NAD 83(1986) POSITION- 39 23 03.     (N) 075 21 00.     (W)   SCALED
 AI9749* NAVD 88 ORTHO HEIGHT -     1.550 (meters)        5.09  (feet) ADJUSTED
 AI9749  ______________________________________________________________________
 AI9749  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 AI9749  DYNAMIC HEIGHT  -          1.549 (meters)        5.08  (feet) COMP
 AI9749  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 AI9749
 AI9749  VERT ORDER      -  SECOND    CLASS I
 AI9749
 AI9749.The horizontal coordinates were scaled from a map and have
 AI9749.an estimated accuracy of +/- 6 seconds.
 AI9749
 AI9749.The orthometric height was determined by differential leveling and
 AI9749.adjusted by the NATIONAL GEODETIC SURVEY
 AI9749.in March 2001.
 AI9749
 AI9749.No vertical observational check was made to the station.
 AI9749
 AI9749.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9749.GEOID18 height accuracy estimate available here.
 AI9749
 AI9749.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ698594(NAD 83)
 AI9749
 AI9749                          SUPERSEDED SURVEY CONTROL
 AI9749
 AI9749.No superseded survey control is available for this station.
 AI9749
 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
 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.
 AI9749'
 AI9749'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 49 AND 77 IN
 AI9749'BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7 MI (1.1 KM) TO THE
 AI9749'INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC LIGHT.  TURN LEFT AND
 AI9749'GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE INTERSECTION WITH
 AI9749'BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN RIGHT AND GO WEST
 AI9749'ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE INTERSECTION WITH
 AI9749'MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN RIGHT AND GO
 AI9749'NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE TEE
 AI9749'INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT. TURN
 AI9749'LEFT AND GO SOUTH-SOUTHWEST ON COUNTY ROAD 642 FOR 0.45 MI (0.72 KM)
 AI9749'TO THE TEE INTERSECTION WITH PIER ROAD, COUNTY ROAD 741 ON THE LEFT.
 AI9749'TURN LEFT AND GO SOUTH ON COUNTY ROAD 741 FOR 0.40 MI (0.64 KM) TO THE
 AI9749'TEE INTERSECTION WITH MARKET LANE, COUNTY ROAD 641 AND THE ENTRANCE
 AI9749'DRIVEWAY LEADING TO THE GREENWICH BOAT WORKS AHEAD.  CONTINUE SOUTH ON
 AI9749'THE ENTRANCE DRIVE FOR ABOUT 0.1 MI (0.2 KM) TO THE STATION AHEAD.
 AI9749'
 AI9749'THE STATION IS SET FLUSH IN A DRILL HOLE IN A 4 FT (1.2 M) BY 4 FT
 AI9749'(1.2 M) CONCRETE BASE FOR A FLAGPOLE, 2.0 FT (0.6 M) EAST FROM THE
 AI9749'WEST EDGE OF THE CONCRETE BASE, 7.2 FT (2.2 M) NORTH FROM THE SOUTH
 AI9749'EDGE OF THE CONCRETE BASE AND 3.4 FT (1.0 M) WEST FROM THE FLAGPOLE.
 AI9749
 AI9749                          STATION RECOVERY (2005)
 AI9749
 AI9749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9749'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9750 ***********************************************************************
 AI9750  DESIGNATION -  853 7374 B TIDAL
 AI9750  PID         -  AI9750
 AI9750  STATE/COUNTY-  NJ/CUMBERLAND
 AI9750  COUNTRY     -  US
 AI9750  USGS QUAD   -  SHILOH (2019)
 AI9750
 AI9750                         *CURRENT SURVEY CONTROL
 AI9750  ______________________________________________________________________
 AI9750* NAD 83(1986) POSITION- 39 23 06.     (N) 075 20 58.     (W)   SCALED
 AI9750* NAVD 88 ORTHO HEIGHT -     2.569 (meters)        8.43  (feet) ADJUSTED
 AI9750  ______________________________________________________________________
 AI9750  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 AI9750  DYNAMIC HEIGHT  -          2.568 (meters)        8.43  (feet) COMP
 AI9750  MODELED GRAVITY -    980,116.2   (mgal)                       NAVD 88
 AI9750
 AI9750  VERT ORDER      -  SECOND    CLASS I
 AI9750
 AI9750.The horizontal coordinates were scaled from a map and have
 AI9750.an estimated accuracy of +/- 6 seconds.
 AI9750
 AI9750.The orthometric height was determined by differential leveling and
 AI9750.adjusted by the NATIONAL GEODETIC SURVEY
 AI9750.in March 2001.
 AI9750
 AI9750.No vertical observational check was made to the station.
 AI9750
 AI9750.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9750.GEOID18 height accuracy estimate available here.
 AI9750
 AI9750.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ699595(NAD 83)
 AI9750
 AI9750                          SUPERSEDED SURVEY CONTROL
 AI9750
 AI9750.No superseded survey control is available for this station.
 AI9750
 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
 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
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9751 ***********************************************************************
 AI9751  DESIGNATION -  853 7374 E TIDAL
 AI9751  PID         -  AI9751
 AI9751  STATE/COUNTY-  NJ/CUMBERLAND
 AI9751  COUNTRY     -  US
 AI9751  USGS QUAD   -  SHILOH (2019)
 AI9751
 AI9751                         *CURRENT SURVEY CONTROL
 AI9751  ______________________________________________________________________
 AI9751* NAD 83(1986) POSITION- 39 23 07.99   (N) 075 20 49.89   (W)   HD_HELD1
 AI9751* NAVD 88 ORTHO HEIGHT -     1.644 (meters)        5.39  (feet) ADJUSTED
 AI9751  ______________________________________________________________________
 AI9751  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 AI9751  DYNAMIC HEIGHT  -          1.643 (meters)        5.39  (feet) COMP
 AI9751  MODELED GRAVITY -    980,116.2   (mgal)                       NAVD 88
 AI9751
 AI9751  VERT ORDER      -  SECOND    CLASS I
 AI9751
 AI9751.The horizontal coordinates were determined by differentially corrected
 AI9751.hand held GPS observations or other comparable positioning techniques
 AI9751.and have an estimated accuracy of +/- 3 meters.
 AI9751
 AI9751.The orthometric height was determined by differential leveling and
 AI9751.adjusted by the NATIONAL GEODETIC SURVEY
 AI9751.in March 2001.
 AI9751
 AI9751.No vertical observational check was made to the station.
 AI9751
 AI9751.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9751.GEOID18 height accuracy estimate available here.
 AI9751
 AI9751.Click photographs - Photos may exist for this station.
 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       -    61,642.3      77,017.6     MT  (+/- 3 meters HH1 GPS) 
 AI9751
 AI9751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7009959620(NAD 83)
 AI9751
 AI9751                          SUPERSEDED SURVEY CONTROL
 AI9751
 AI9751.No superseded survey control is available for this station.
 AI9751
 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: FLUSH
 AI9751_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9751+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2018
 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     - 20070703 GOOD             UE
 AI9751  HISTORY     - 20170602 GOOD             NJGS
 AI9751  HISTORY     - 20180523 GOOD             NJGS
 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 (2007)
 AI9751
 AI9751'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AI9751'RECOVERED IN GOOD CONDITION.
 AI9751
 AI9751                          STATION RECOVERY (2017)
 AI9751
 AI9751'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 AI9751'RECOVERED IN GOOD CONDITION.
 AI9751
 AI9751                          STATION RECOVERY (2018)
 AI9751
 AI9751'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AI9751'THE STATION MAY BE BURIED DUE TO FARM ACTIVITIES NEARBY AND IS AT ROAD
 AI9751'LEVEL.  HIGH VEGETATION WAS PRESENT.
 AI9751'
 AI9751'THE STATION IS ACROSS THE STREET (MARKET LANE/COUNTY ROAD 641) AND
 AI9751'MORE THAN 87 M (285.4 FT) WEST-NORTHWEST FROM THE GREENWICH BOAT
 AI9751'WORKS.
 AI9751'
 AI9751'IT IS 45.9 M (150.6 FT) WEST OF THE CENTERLINE OF GRAVEL DRIVEWAY TO
 AI9751'ADDRESS 109, 35 M (114.8 FT) EAST OF WOOD UTILITY POLE 7579, 5.1 M
 AI9751'(16.7 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD 641, 1.5 M (4.9 FT)
 AI9751'WEST OF WOOD UTILITY POLE NUMBERED 7578.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7219 ***********************************************************************
 AA7219  DESIGNATION -  853 7562 B TIDAL
 AA7219  PID         -  AA7219
 AA7219  STATE/COUNTY-  NJ/SALEM
 AA7219  COUNTRY     -  US
 AA7219  USGS QUAD   -  CANTON (2019)
 AA7219
 AA7219                         *CURRENT SURVEY CONTROL
 AA7219  ______________________________________________________________________
 AA7219* NAD 83(2011) POSITION- 39 27 42.95510(N) 075 24 12.90706(W)   ADJUSTED
 AA7219* NAD 83(2011) ELLIP HT-   -32.510 (meters)        (06/27/12)   ADJUSTED
 AA7219* NAD 83(2011) EPOCH   -  2010.00
 AA7219* NAVD 88 ORTHO HEIGHT -     1.2   (meters)        4.    (feet) GPS OBS
 AA7219  ______________________________________________________________________
 AA7219  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7219  GEOID HEIGHT    -         -34.05 (meters)                     GEOID93
 AA7219  GEOID HEIGHT    -        -33.773 (meters)                     GEOID18
 AA7219  NAD 83(2011) X  -  1,242,622.166 (meters)                     COMP
 AA7219  NAD 83(2011) Y  - -4,771,724.035 (meters)                     COMP
 AA7219  NAD 83(2011) Z  -  4,032,020.700 (meters)                     COMP
 AA7219  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 AA7219
 AA7219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7219  Standards:
 AA7219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7219  -------------------------------------------------------------------
 AA7219  NETWORK    0.48   0.71           0.22   0.17   0.36     -0.01031638
 AA7219  -------------------------------------------------------------------
 AA7219  Click here for local accuracies and other accuracy information.
 AA7219
 AA7219.The horizontal coordinates were established by GPS observations
 AA7219.and adjusted by the National Geodetic Survey in June 2012.
 AA7219
 AA7219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7219.been affixed to the stable North American tectonic plate. See 
 AA7219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7219
 AA7219.The horizontal coordinates are valid at the epoch date displayed above
 AA7219.which is a decimal equivalence of Year/Month/Day.
 AA7219
 AA7219.The orthometric height was determined by GPS observations and a
 AA7219.high-resolution geoid model.
 AA7219
 AA7219.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7219.GEOID18 height accuracy estimate available here.
 AA7219
 AA7219.Click photographs - Photos may exist for this station.
 AA7219
 AA7219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7219
 AA7219.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7219
 AA7219.The ellipsoidal height was determined by GPS observations
 AA7219.and is referenced to NAD 83.
 AA7219
 AA7219. The following values were computed from the NAD 83(2011) position.
 AA7219
 AA7219;                    North         East     Units Scale Factor Converg.
 AA7219;SPC NJ       -    70,168.674    72,244.309   MT  0.99997441   -0 34 27.5
 AA7219;SPC NJ       -   230,211.72    237,021.54   sFT  0.99997441   -0 34 27.5
 AA7219;UTM  18      - 4,368,117.424   465,281.157   MT  0.99961484   -0 15 23.4
 AA7219
 AA7219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7219!SPC NJ       -   1.00000510  x   0.99997441  =   0.99997951
 AA7219!UTM  18      -   1.00000510  x   0.99961484  =   0.99961994
 AA7219
 AA7219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6528168117(NAD 83)
 AA7219
 AA7219                          SUPERSEDED SURVEY CONTROL
 AA7219
 AA7219  NAD 83(2007)-  39 27 42.95543(N)    075 24 12.90776(W) AD(2002.00) 0
 AA7219  ELLIP H (02/10/07)  -32.496  (m)                       GP(2002.00)    
 AA7219  ELLIP H (10/23/02)  -32.496  (m)                       GP(       ) 4 1
 AA7219  NAD 83(1996)-  39 27 42.95551(N)    075 24 12.90782(W) AD(       ) 1
 AA7219  ELLIP H (05/14/99)  -32.492  (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)  -32.561  (m)                       GP(       ) 3 1
 AA7219
 AA7219.Superseded values are not recommended for survey control.
 AA7219
 AA7219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7219.See file dsdata.pdf to determine how the superseded data were derived.
 AA7219
 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: I = MARKER IS A STEEL ROD
 AA7219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7219+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2019
 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  HISTORY     - 20130422 GOOD             LOCSUR
 AA7219  HISTORY     - 20190802 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.
 AA7219
 AA7219                          STATION RECOVERY (2013)
 AA7219
 AA7219'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2013 (FL)
 AA7219'RECOVERED IN GOOD CONDITION.
 AA7219
 AA7219                          STATION RECOVERY (2019)
 AA7219
 AA7219'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AA7219'IT IS 110 FT (33.5 M) SOUTH-SOUTHEAST OF UTILITY POLE S1027, 83.7 FT
 AA7219'(25.5 M) WEST-SOUTHWEST OF UTILITY POLE BT 367 10 / S1028, 52.5 FT
 AA7219'(16.0 M) NORTHWEST OF NORTHWEST END OF SOUTHWEST GUIDERAIL ON CANTON
 AA7219'ROAD OVER STOW CREEK, 27.25 FT (8.3 M) SOUTHWEST OF THE CENTERLINE OF
 AA7219'CANTON ROAD AND 5 FT (1.5 M) SOUTHEAST OF THE CENTERLINE EXTENDED OF A
 AA7219'GRAVEL DRIVEWAY TO A FACILITY BEHIND A GRASSY FIELD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2253 ***********************************************************************
 JU2253  DESIGNATION -  853 7889 A TIDAL
 JU2253  PID         -  JU2253
 JU2253  STATE/COUNTY-  NJ/SALEM
 JU2253  COUNTRY     -  US
 JU2253  USGS QUAD   -  SALEM (2019)
 JU2253
 JU2253                         *CURRENT SURVEY CONTROL
 JU2253  ______________________________________________________________________
 JU2253* NAD 83(1986) POSITION- 39 32 54.67   (N) 075 24 47.44   (W)   HD_HELD1
 JU2253* NAVD 88 ORTHO HEIGHT -     1.329 (meters)        4.36  (feet) ADJUSTED
 JU2253  ______________________________________________________________________
 JU2253  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 JU2253  DYNAMIC HEIGHT  -          1.328 (meters)        4.36  (feet) COMP
 JU2253  MODELED GRAVITY -    980,117.5   (mgal)                       NAVD 88
 JU2253
 JU2253  VERT ORDER      -  FIRST     CLASS II
 JU2253
 JU2253.The horizontal coordinates were determined by differentially corrected
 JU2253.hand held GPS observations or other comparable positioning techniques
 JU2253.and have an estimated accuracy of +/- 3 meters.
 JU2253
 JU2253.The orthometric height was determined by differential leveling and
 JU2253.adjusted by the NATIONAL GEODETIC SURVEY
 JU2253.in June 1991.
 JU2253
 JU2253.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2253.GEOID18 height accuracy estimate available here.
 JU2253
 JU2253.Click photographs - Photos may exist for this station.
 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       -    79,789.7      71,516.3     MT  (+/- 3 meters HH1 GPS) 
 JU2253
 JU2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6450077730(NAD 83)
 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
 JU2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2253.See file dsdata.pdf to determine how the superseded data were derived.
 JU2253
 JU2253_MARKER: DJ = TIDAL STATION DISK
 JU2253_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2253_STAMPING: 7889 A 1977
 JU2253_MARK LOGO: NOS
 JU2253_PROJECTION: RECESSED 10 CENTIMETERS
 JU2253_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2253+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2013
 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  HISTORY     - 20070914 GOOD             GEOCAC
 JU2253  HISTORY     - 20130816 GOOD             DPKCON
 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.
 JU2253
 JU2253                          STATION RECOVERY (2007)
 JU2253
 JU2253'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU2253'RECOVERED IN GOOD CONDITION.
 JU2253
 JU2253                          STATION RECOVERY (2013)
 JU2253
 JU2253'RECOVERY NOTE BY DPK CONSULTING LLC 2013 (JW)
 JU2253'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2251 ***********************************************************************
 JU2251  DESIGNATION -  853 7889 B TIDAL
 JU2251  PID         -  JU2251
 JU2251  STATE/COUNTY-  NJ/SALEM
 JU2251  COUNTRY     -  US
 JU2251  USGS QUAD   -  SALEM (2019)
 JU2251
 JU2251                         *CURRENT SURVEY CONTROL
 JU2251  ______________________________________________________________________
 JU2251* NAD 83(1986) POSITION- 39 32 53.     (N) 075 24 53.     (W)   SCALED
 JU2251* NAVD 88 ORTHO HEIGHT -     2.483 (meters)        8.15  (feet) ADJUSTED
 JU2251  ______________________________________________________________________
 JU2251  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 JU2251  DYNAMIC HEIGHT  -          2.481 (meters)        8.14  (feet) COMP
 JU2251  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 JU2251
 JU2251  VERT ORDER      -  FIRST     CLASS II
 JU2251
 JU2251.The horizontal coordinates were scaled from a map and have
 JU2251.an estimated accuracy of +/- 6 seconds.
 JU2251
 JU2251.The orthometric height was determined by differential leveling and
 JU2251.adjusted by the NATIONAL GEODETIC SURVEY
 JU2251.in June 1991.
 JU2251
 JU2251.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2251.GEOID18 height accuracy estimate available here.
 JU2251
 JU2251.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ643776(NAD 83)
 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
 JU2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2251.See file dsdata.pdf to determine how the superseded data were derived.
 JU2251
 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_MARK LOGO: NOS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2250 ***********************************************************************
 JU2250  DESIGNATION -  853 7889 C TIDAL
 JU2250  PID         -  JU2250
 JU2250  STATE/COUNTY-  NJ/SALEM
 JU2250  COUNTRY     -  US
 JU2250  USGS QUAD   -  SALEM (2019)
 JU2250
 JU2250                         *CURRENT SURVEY CONTROL
 JU2250  ______________________________________________________________________
 JU2250* NAD 83(1986) POSITION- 39 32 59.     (N) 075 24 56.     (W)   SCALED
 JU2250* NAVD 88 ORTHO HEIGHT -     0.797 (meters)        2.61  (feet) ADJUSTED
 JU2250  ______________________________________________________________________
 JU2250  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 JU2250  DYNAMIC HEIGHT  -          0.797 (meters)        2.61  (feet) COMP
 JU2250  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 JU2250
 JU2250  VERT ORDER      -  FIRST     CLASS II
 JU2250
 JU2250.The horizontal coordinates were scaled from a map and have
 JU2250.an estimated accuracy of +/- 6 seconds.
 JU2250
 JU2250.The orthometric height was determined by differential leveling and
 JU2250.adjusted by the NATIONAL GEODETIC SURVEY
 JU2250.in June 1991.
 JU2250
 JU2250.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2250.GEOID18 height accuracy estimate available here.
 JU2250
 JU2250.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ642778(NAD 83)
 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
 JU2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2250.See file dsdata.pdf to determine how the superseded data were derived.
 JU2250
 JU2250_MARKER: DJ = TIDAL STATION DISK
 JU2250_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2250_STAMPING: 7889 C 1977
 JU2250_MARK LOGO: NOS
 JU2250_PROJECTION: RECESSED 5 CENTIMETERS
 JU2250_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20200518 MARK NOT FOUND   NJGS
 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.
 JU2250
 JU2250                          STATION RECOVERY (2020)
 JU2250
 JU2250'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2250'TIES DO NOT MATCH BRIDGE AND ROAD APPEARS REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2249 ***********************************************************************
 JU2249  DESIGNATION -  853 7889 D TIDAL
 JU2249  PID         -  JU2249
 JU2249  STATE/COUNTY-  NJ/SALEM
 JU2249  COUNTRY     -  US
 JU2249  USGS QUAD   -  SALEM (2019)
 JU2249
 JU2249                         *CURRENT SURVEY CONTROL
 JU2249  ______________________________________________________________________
 JU2249* NAD 83(1986) POSITION- 39 32 59.2    (N) 075 24 58.3    (W)   HD_HELD2
 JU2249* NAVD 88 ORTHO HEIGHT -     1.341 (meters)        4.40  (feet) ADJUSTED
 JU2249  ______________________________________________________________________
 JU2249  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 JU2249  DYNAMIC HEIGHT  -          1.341 (meters)        4.40  (feet) COMP
 JU2249  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 JU2249
 JU2249  VERT ORDER      -  FIRST     CLASS II
 JU2249
 JU2249.The horizontal coordinates were established by autonomous hand held GPS
 JU2249.observations and have an estimated accuracy of +/- 10 meters.
 JU2249
 JU2249.The orthometric height was determined by differential leveling and
 JU2249.adjusted by the NATIONAL GEODETIC SURVEY
 JU2249.in June 1991.
 JU2249
 JU2249.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2249.GEOID18 height accuracy estimate available here.
 JU2249
 JU2249.Click photographs - Photos may exist for this station.
 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       -    79,932.       71,258.      MT  (+/- 10 meters HH2 GPS)
 JU2249
 JU2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6424177871(NAD 83)
 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
 JU2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2249.See file dsdata.pdf to determine how the superseded data were derived.
 JU2249
 JU2249_MARKER: DJ = TIDAL STATION DISK
 JU2249_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2249_STAMPING: 7889 D 1977
 JU2249_MARK LOGO: NOS
 JU2249_PROJECTION: RECESSED
 JU2249_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2249+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 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  HISTORY     - 20070914 GOOD             GEOCAC
 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.
 JU2249
 JU2249                          STATION RECOVERY (2007)
 JU2249
 JU2249'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU2249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2252 ***********************************************************************
 JU2252  DESIGNATION -  853 7889 E TIDAL
 JU2252  PID         -  JU2252
 JU2252  STATE/COUNTY-  NJ/SALEM
 JU2252  COUNTRY     -  US
 JU2252  USGS QUAD   -  SALEM (2019)
 JU2252
 JU2252                         *CURRENT SURVEY CONTROL
 JU2252  ______________________________________________________________________
 JU2252* NAD 83(1986) POSITION- 39 32 53.     (N) 075 24 53.     (W)   SCALED
 JU2252* NAVD 88 ORTHO HEIGHT -     2.420 (meters)        7.94  (feet) ADJUSTED
 JU2252  ______________________________________________________________________
 JU2252  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 JU2252  DYNAMIC HEIGHT  -          2.418 (meters)        7.93  (feet) COMP
 JU2252  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 JU2252
 JU2252  VERT ORDER      -  FIRST     CLASS II
 JU2252
 JU2252.The horizontal coordinates were scaled from a map and have
 JU2252.an estimated accuracy of +/- 6 seconds.
 JU2252
 JU2252.The orthometric height was determined by differential leveling and
 JU2252.adjusted by the NATIONAL GEODETIC SURVEY
 JU2252.in June 1991.
 JU2252
 JU2252.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2252.GEOID18 height accuracy estimate available here.
 JU2252
 JU2252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ643776(NAD 83)
 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
 JU2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2252.See file dsdata.pdf to determine how the superseded data were derived.
 JU2252
 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_MARK LOGO: NOS
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2243  USGS QUAD   -  SALEM (2019)
 JU2243
 JU2243                         *CURRENT SURVEY CONTROL
 JU2243  ______________________________________________________________________
 JU2243* NAD 83(1986) POSITION- 39 34 09.55   (N) 075 29 54.20   (W)   HD_HELD1
 JU2243* NAVD 88 ORTHO HEIGHT -     1.882 (meters)        6.17  (feet) ADJUSTED
 JU2243  ______________________________________________________________________
 JU2243  GEOID HEIGHT    -        -33.494 (meters)                     GEOID18
 JU2243  DYNAMIC HEIGHT  -          1.881 (meters)        6.17  (feet) COMP
 JU2243  MODELED GRAVITY -    980,125.0   (mgal)                       NAVD 88
 JU2243
 JU2243  VERT ORDER      -  FIRST     CLASS II
 JU2243
 JU2243.The horizontal coordinates were determined by differentially corrected
 JU2243.hand held GPS observations or other comparable positioning techniques
 JU2243.and have an estimated accuracy of +/- 3 meters.
 JU2243
 JU2243.The orthometric height was determined by differential leveling and
 JU2243.adjusted by the NATIONAL GEODETIC SURVEY
 JU2243.in June 1991.
 JU2243
 JU2243.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2243.GEOID18 height accuracy estimate available here.
 JU2243
 JU2243.This Tidal Bench Mark is designated as VM 2806
 JU2243.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2243
 JU2243.Click photographs - Photos may exist for this station.
 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       -    82,176.6      64,218.3     MT  (+/- 3 meters HH1 GPS) 
 JU2243
 JU2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5719180076(NAD 83)
 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
 JU2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2243.See file dsdata.pdf to determine how the superseded data were derived.
 JU2243
 JU2243_MARKER: DJ = TIDAL STATION DISK
 JU2243_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2243_STAMPING: 7961 A 1977
 JU2243_MARK LOGO: NOS
 JU2243_PROJECTION: RECESSED 10 CENTIMETERS
 JU2243_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2243+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2007
 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  HISTORY     - 20070526 GOOD             UE
 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.
 JU2243
 JU2243                          STATION RECOVERY (2007)
 JU2243
 JU2243'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2242  USGS QUAD   -  SALEM (2019)
 JU2242
 JU2242                         *CURRENT SURVEY CONTROL
 JU2242  ______________________________________________________________________
 JU2242* NAD 83(1986) POSITION- 39 34 12.63   (N) 075 29 49.39   (W)   HD_HELD1
 JU2242* NAVD 88 ORTHO HEIGHT -     1.832 (meters)        6.01  (feet) ADJUSTED
 JU2242  ______________________________________________________________________
 JU2242  GEOID HEIGHT    -        -33.493 (meters)                     GEOID18
 JU2242  DYNAMIC HEIGHT  -          1.831 (meters)        6.01  (feet) COMP
 JU2242  MODELED GRAVITY -    980,125.0   (mgal)                       NAVD 88
 JU2242
 JU2242  VERT ORDER      -  FIRST     CLASS II
 JU2242
 JU2242.The horizontal coordinates were determined by differentially corrected
 JU2242.hand held GPS observations or other comparable positioning techniques
 JU2242.and have an estimated accuracy of +/- 3 meters.
 JU2242
 JU2242.The orthometric height was determined by differential leveling and
 JU2242.adjusted by the NATIONAL GEODETIC SURVEY
 JU2242.in June 1991.
 JU2242
 JU2242.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2242.GEOID18 height accuracy estimate available here.
 JU2242
 JU2242.This Tidal Bench Mark is designated as VM 2807
 JU2242.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2242
 JU2242.Click photographs - Photos may exist for this station.
 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       -    82,270.3      64,334.1     MT  (+/- 3 meters HH1 GPS) 
 JU2242
 JU2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5730680170(NAD 83)
 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
 JU2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2242.See file dsdata.pdf to determine how the superseded data were derived.
 JU2242
 JU2242_MARKER: DJ = TIDAL STATION DISK
 JU2242_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2242_STAMPING: 7961 B 1977
 JU2242_MARK LOGO: NOS
 JU2242_PROJECTION: FLUSH
 JU2242_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2242+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2007
 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  HISTORY     - 20070526 GOOD             UE
 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.
 JU2242
 JU2242                          STATION RECOVERY (2007)
 JU2242
 JU2242'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2241  USGS QUAD   -  SALEM (2019)
 JU2241
 JU2241                         *CURRENT SURVEY CONTROL
 JU2241  ______________________________________________________________________
 JU2241* NAD 83(1986) POSITION- 39 34 12.     (N) 075 29 46.     (W)   SCALED
 JU2241* NAVD 88 ORTHO HEIGHT -     1.332 (meters)        4.37  (feet) ADJUSTED
 JU2241  ______________________________________________________________________
 JU2241  GEOID HEIGHT    -        -33.494 (meters)                     GEOID18
 JU2241  DYNAMIC HEIGHT  -          1.332 (meters)        4.37  (feet) COMP
 JU2241  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 JU2241
 JU2241  VERT ORDER      -  FIRST     CLASS II
 JU2241
 JU2241.The horizontal coordinates were scaled from a map and have
 JU2241.an estimated accuracy of +/- 6 seconds.
 JU2241
 JU2241.The orthometric height was determined by differential leveling and
 JU2241.adjusted by the NATIONAL GEODETIC SURVEY
 JU2241.in June 1991.
 JU2241
 JU2241.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2241.GEOID18 height accuracy estimate available here.
 JU2241
 JU2241.This Tidal Bench Mark is designated as VM 2808
 JU2241.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2241
 JU2241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ573801(NAD 83)
 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
 JU2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2241.See file dsdata.pdf to determine how the superseded data were derived.
 JU2241
 JU2241_MARKER: DJ = TIDAL STATION DISK
 JU2241_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2241_STAMPING: 7961 C 1977
 JU2241_MARK LOGO: NOS
 JU2241_PROJECTION: FLUSH
 JU2241_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2240  USGS QUAD   -  SALEM (2019)
 JU2240
 JU2240                         *CURRENT SURVEY CONTROL
 JU2240  ______________________________________________________________________
 JU2240* NAD 83(1986) POSITION- 39 34 16.9    (N) 075 29 42.3    (W)   HD_HELD2
 JU2240* NAVD 88 ORTHO HEIGHT -     1.650 (meters)        5.41  (feet) ADJUSTED
 JU2240  ______________________________________________________________________
 JU2240  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 JU2240  DYNAMIC HEIGHT  -          1.649 (meters)        5.41  (feet) COMP
 JU2240  MODELED GRAVITY -    980,125.0   (mgal)                       NAVD 88
 JU2240
 JU2240  VERT ORDER      -  FIRST     CLASS II
 JU2240
 JU2240.The horizontal coordinates were established by autonomous hand held GPS
 JU2240.observations and have an estimated accuracy of +/- 10 meters.
 JU2240
 JU2240.The orthometric height was determined by differential leveling and
 JU2240.adjusted by the NATIONAL GEODETIC SURVEY
 JU2240.in June 1991.
 JU2240
 JU2240.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2240.GEOID18 height accuracy estimate available here.
 JU2240
 JU2240.This Tidal Bench Mark is designated as VM 2809
 JU2240.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2240
 JU2240.Click photographs - Photos may exist for this station.
 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       -    82,400.       64,505.      MT  (+/- 10 meters HH2 GPS)
 JU2240
 JU2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5747680301(NAD 83)
 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
 JU2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2240.See file dsdata.pdf to determine how the superseded data were derived.
 JU2240
 JU2240_MARKER: DJ = TIDAL STATION DISK
 JU2240_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2240_STAMPING: 7961 D 1977
 JU2240_MARK LOGO: NOS
 JU2240_PROJECTION: FLUSH
 JU2240_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2240+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2007
 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  HISTORY     - 20070526 GOOD             UE
 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.
 JU2240
 JU2240                          STATION RECOVERY (2007)
 JU2240
 JU2240'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2239  USGS QUAD   -  SALEM (2019)
 JU2239
 JU2239                         *CURRENT SURVEY CONTROL
 JU2239  ______________________________________________________________________
 JU2239* NAD 83(1986) POSITION- 39 34 14.7    (N) 075 29 38.6    (W)   HD_HELD2
 JU2239* NAVD 88 ORTHO HEIGHT -     2.173 (meters)        7.13  (feet) ADJUSTED
 JU2239  ______________________________________________________________________
 JU2239  GEOID HEIGHT    -        -33.494 (meters)                     GEOID18
 JU2239  DYNAMIC HEIGHT  -          2.172 (meters)        7.13  (feet) COMP
 JU2239  MODELED GRAVITY -    980,125.1   (mgal)                       NAVD 88
 JU2239
 JU2239  VERT ORDER      -  FIRST     CLASS II
 JU2239
 JU2239.The horizontal coordinates were established by autonomous hand held GPS
 JU2239.observations and have an estimated accuracy of +/- 10 meters.
 JU2239
 JU2239.The orthometric height was determined by differential leveling and
 JU2239.adjusted by the NATIONAL GEODETIC SURVEY
 JU2239.in June 1991.
 JU2239
 JU2239.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2239.GEOID18 height accuracy estimate available here.
 JU2239
 JU2239.This Tidal Bench Mark is designated as VM 2810
 JU2239.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2239
 JU2239.Click photographs - Photos may exist for this station.
 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       -    82,331.       64,592.      MT  (+/- 10 meters HH2 GPS)
 JU2239
 JU2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5756480232(NAD 83)
 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
 JU2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2239.See file dsdata.pdf to determine how the superseded data were derived.
 JU2239
 JU2239_MARKER: DJ = TIDAL STATION DISK
 JU2239_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2239_STAMPING: 7961 E 1977
 JU2239_MARK LOGO: NOS
 JU2239_PROJECTION: FLUSH
 JU2239_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2239+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2007
 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  HISTORY     - 20070526 GOOD             UE
 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.
 JU2239
 JU2239                          STATION RECOVERY (2007)
 JU2239
 JU2239'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2238  USGS QUAD   -  SALEM (2019)
 JU2238
 JU2238                         *CURRENT SURVEY CONTROL
 JU2238  ______________________________________________________________________
 JU2238* NAD 83(1986) POSITION- 39 34 37.     (N) 075 28 37.     (W)   SCALED
 JU2238* NAVD 88 ORTHO HEIGHT -     1.869 (meters)        6.13  (feet) ADJUSTED
 JU2238  ______________________________________________________________________
 JU2238  GEOID HEIGHT    -        -33.492 (meters)                     GEOID18
 JU2238  DYNAMIC HEIGHT  -          1.868 (meters)        6.13  (feet) COMP
 JU2238  MODELED GRAVITY -    980,126.2   (mgal)                       NAVD 88
 JU2238
 JU2238  VERT ORDER      -  FIRST     CLASS II
 JU2238
 JU2238.The horizontal coordinates were scaled from a map and have
 JU2238.an estimated accuracy of +/- 6 seconds.
 JU2238
 JU2238.The orthometric height was determined by differential leveling and
 JU2238.adjusted by the NATIONAL GEODETIC SURVEY
 JU2238.in June 1991.
 JU2238
 JU2238.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2238.GEOID18 height accuracy estimate available here.
 JU2238
 JU2238.This Tidal Bench Mark is designated as VM 12002
 JU2238.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2238
 JU2238.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590809(NAD 83)
 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
 JU2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2238.See file dsdata.pdf to determine how the superseded data were derived.
 JU2238
 JU2238_MARKER: DJ = TIDAL STATION DISK
 JU2238_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2238_SP_SET: TANK BASE
 JU2238_STAMPING: 7979 A 1978
 JU2238_MARK LOGO: NOS
 JU2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2238+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2245  USGS QUAD   -  SALEM (2019)
 JU2245
 JU2245                         *CURRENT SURVEY CONTROL
 JU2245  ______________________________________________________________________
 JU2245* NAD 83(1986) POSITION- 39 34 36.     (N) 075 28 36.     (W)   SCALED
 JU2245* NAVD 88 ORTHO HEIGHT -     2.281 (meters)        7.48  (feet) ADJUSTED
 JU2245  ______________________________________________________________________
 JU2245  GEOID HEIGHT    -        -33.493 (meters)                     GEOID18
 JU2245  DYNAMIC HEIGHT  -          2.280 (meters)        7.48  (feet) COMP
 JU2245  MODELED GRAVITY -    980,126.2   (mgal)                       NAVD 88
 JU2245
 JU2245  VERT ORDER      -  FIRST     CLASS II
 JU2245
 JU2245.The horizontal coordinates were scaled from a map and have
 JU2245.an estimated accuracy of +/- 6 seconds.
 JU2245
 JU2245.The orthometric height was determined by differential leveling and
 JU2245.adjusted by the NATIONAL GEODETIC SURVEY
 JU2245.in June 1991.
 JU2245
 JU2245.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2245.GEOID18 height accuracy estimate available here.
 JU2245
 JU2245.This Tidal Bench Mark is designated as VM 12003
 JU2245.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2245
 JU2245.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590808(NAD 83)
 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
 JU2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2245.See file dsdata.pdf to determine how the superseded data were derived.
 JU2245
 JU2245_MARKER: DJ = TIDAL STATION DISK
 JU2245_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2245+WITH SETTING: PAVEMENT
 JU2245_SP_SET: SIGN BASE
 JU2245_STAMPING: 7979 B 1978
 JU2245_MARK LOGO: NOS
 JU2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2245+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2237  USGS QUAD   -  SALEM (2019)
 JU2237
 JU2237                         *CURRENT SURVEY CONTROL
 JU2237  ______________________________________________________________________
 JU2237* NAD 83(1986) POSITION- 39 34 31.     (N) 075 28 38.     (W)   SCALED
 JU2237* NAVD 88 ORTHO HEIGHT -     2.793 (meters)        9.16  (feet) ADJUSTED
 JU2237  ______________________________________________________________________
 JU2237  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 JU2237  DYNAMIC HEIGHT  -          2.791 (meters)        9.16  (feet) COMP
 JU2237  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 JU2237
 JU2237  VERT ORDER      -  FIRST     CLASS II
 JU2237
 JU2237.The horizontal coordinates were scaled from a map and have
 JU2237.an estimated accuracy of +/- 6 seconds.
 JU2237
 JU2237.The orthometric height was determined by differential leveling and
 JU2237.adjusted by the NATIONAL GEODETIC SURVEY
 JU2237.in June 1991.
 JU2237
 JU2237.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2237.GEOID18 height accuracy estimate available here.
 JU2237
 JU2237.This Tidal Bench Mark is designated as VM 12004
 JU2237.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2237
 JU2237.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590807(NAD 83)
 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
 JU2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2237.See file dsdata.pdf to determine how the superseded data were derived.
 JU2237
 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_MARK LOGO: NOS
 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  HISTORY     - 20070526 MARK NOT FOUND   UE
 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.
 JU2237
 JU2237                          STATION RECOVERY (2007)
 JU2237
 JU2237'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2237'THE DRAWBRIDGE HAD BEEN REPLACED BY A NEW BRIDGE IN 2005.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8548 ***********************************************************************
 AA8548  DESIGNATION -  853 8055 A TIDAL
 AA8548  PID         -  AA8548
 AA8548  STATE/COUNTY-  NJ/SALEM
 AA8548  COUNTRY     -  US
 AA8548  USGS QUAD   -  DELAWARE CITY (2016)
 AA8548
 AA8548                         *CURRENT SURVEY CONTROL
 AA8548  ______________________________________________________________________
 AA8548* NAD 83(1986) POSITION- 39 36 39.6    (N) 075 31 07.9    (W)   HD_HELD2
 AA8548* NAVD 88 ORTHO HEIGHT -     1.601 (meters)        5.25  (feet) ADJUSTED
 AA8548  ______________________________________________________________________
 AA8548  GEOID HEIGHT    -        -33.341 (meters)                     GEOID18
 AA8548  DYNAMIC HEIGHT  -          1.600 (meters)        5.25  (feet) COMP
 AA8548  MODELED GRAVITY -    980,136.1   (mgal)                       NAVD 88
 AA8548
 AA8548  VERT ORDER      -  FIRST     CLASS II
 AA8548
 AA8548.The horizontal coordinates were established by autonomous hand held GPS
 AA8548.observations and have an estimated accuracy of +/- 10 meters.
 AA8548
 AA8548.The orthometric height was determined by differential leveling and
 AA8548.adjusted by the NATIONAL GEODETIC SURVEY
 AA8548.in October 1996.
 AA8548
 AA8548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8548.GEOID18 height accuracy estimate available here.
 AA8548
 AA8548.Click photographs - Photos may exist for this station.
 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       -    86,824.       62,512.      MT  (+/- 10 meters HH2 GPS)
 AA8548
 AA8548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5545984712(NAD 83)
 AA8548
 AA8548                          SUPERSEDED SURVEY CONTROL
 AA8548
 AA8548.No superseded survey control is available for this station.
 AA8548
 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: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20080820 GOOD             GEOCAC
 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.
 AA8548
 AA8548                          STATION RECOVERY (2008)
 AA8548
 AA8548'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 AA8548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8549 ***********************************************************************
 AA8549  DESIGNATION -  853 8055 B TIDAL
 AA8549  PID         -  AA8549
 AA8549  STATE/COUNTY-  NJ/SALEM
 AA8549  COUNTRY     -  US
 AA8549  USGS QUAD   -  DELAWARE CITY (2016)
 AA8549
 AA8549                         *CURRENT SURVEY CONTROL
 AA8549  ______________________________________________________________________
 AA8549* NAD 83(1986) POSITION- 39 36 41.23   (N) 075 31 11.77   (W)   HD_HELD1
 AA8549* NAVD 88 ORTHO HEIGHT -     1.574 (meters)        5.16  (feet) ADJUSTED
 AA8549  ______________________________________________________________________
 AA8549  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 AA8549  DYNAMIC HEIGHT  -          1.573 (meters)        5.16  (feet) COMP
 AA8549  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 AA8549
 AA8549  VERT ORDER      -  FIRST     CLASS II
 AA8549
 AA8549.The horizontal coordinates were determined by differentially corrected
 AA8549.hand held GPS observations or other comparable positioning techniques
 AA8549.and have an estimated accuracy of +/- 3 meters.
 AA8549
 AA8549.The orthometric height was determined by differential leveling and
 AA8549.adjusted by the NATIONAL GEODETIC SURVEY
 AA8549.in October 1996.
 AA8549
 AA8549.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8549.GEOID18 height accuracy estimate available here.
 AA8549
 AA8549.Click photographs - Photos may exist for this station.
 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       -    86,875.0      62,420.0     MT  (+/- 3 meters HH1 GPS) 
 AA8549
 AA8549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5536784762(NAD 83)
 AA8549
 AA8549                          SUPERSEDED SURVEY CONTROL
 AA8549
 AA8549.No superseded survey control is available for this station.
 AA8549
 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: I = MARKER IS A STEEL ROD
 AA8549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8549+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 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  HISTORY     - 20180712 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.
 AA8549
 AA8549                          STATION RECOVERY (2018)
 AA8549
 AA8549'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 AA8549'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-NORTHWEST OF
 AA8549'ALLOWAY, 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF PENNS GROVE AND 3.9 MI
 AA8549'(6.3 KM) NORTHWEST OF SALEM.
 AA8549'
 AA8549'THE STATION IS 63.3 M (207.7 FT) NORTHWEST OF UTILITY POLE BT 44, 17.6
 AA8549'M (57.7 FT) SOUTHEAST OF ELECTRIC POLE BT 335 45 LM, 16 M (52.5 FT)
 AA8549'NORTHWEST OF END OF GUIDERAIL ON SOUTH SIDE OF ROAD, 4.8 M (15.7 FT)
 AA8549'SOUTHWEST OF THE CENTERLINE OF HARRISONVILLE LIGHTHOUSE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8550 ***********************************************************************
 AA8550  DESIGNATION -  853 8055 C TIDAL
 AA8550  PID         -  AA8550
 AA8550  STATE/COUNTY-  NJ/SALEM
 AA8550  COUNTRY     -  US
 AA8550  USGS QUAD   -  DELAWARE CITY (2016)
 AA8550
 AA8550                         *CURRENT SURVEY CONTROL
 AA8550  ______________________________________________________________________
 AA8550* NAD 83(1986) POSITION- 39 36 44.     (N) 075 31 20.     (W)   SCALED
 AA8550* NAVD 88 ORTHO HEIGHT -     1.462 (meters)        4.80  (feet) ADJUSTED
 AA8550  ______________________________________________________________________
 AA8550  GEOID HEIGHT    -        -33.333 (meters)                     GEOID18
 AA8550  DYNAMIC HEIGHT  -          1.461 (meters)        4.79  (feet) COMP
 AA8550  MODELED GRAVITY -    980,136.8   (mgal)                       NAVD 88
 AA8550
 AA8550  VERT ORDER      -  FIRST     CLASS II
 AA8550
 AA8550.The horizontal coordinates were scaled from a map and have
 AA8550.an estimated accuracy of +/- 6 seconds.
 AA8550
 AA8550.The orthometric height was determined by differential leveling and
 AA8550.adjusted by the NATIONAL GEODETIC SURVEY
 AA8550.in October 1996.
 AA8550
 AA8550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8550.GEOID18 height accuracy estimate available here.
 AA8550
 AA8550.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ551848(NAD 83)
 AA8550
 AA8550                          SUPERSEDED SURVEY CONTROL
 AA8550
 AA8550.No superseded survey control is available for this station.
 AA8550
 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: I = MARKER IS A STEEL ROD
 AA8550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8550+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2015
 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  HISTORY     - 20150210 GOOD             IDAK
 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.
 AA8550
 AA8550                          STATION RECOVERY (2015)
 AA8550
 AA8550'RECOVERY NOTE BY DUBOIS AND KING, INC 2015 (JRF)
 AA8550'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8551 ***********************************************************************
 AA8551  DESIGNATION -  853 8055 D TIDAL
 AA8551  PID         -  AA8551
 AA8551  STATE/COUNTY-  NJ/SALEM
 AA8551  COUNTRY     -  US
 AA8551  USGS QUAD   -  DELAWARE CITY (2016)
 AA8551
 AA8551                         *CURRENT SURVEY CONTROL
 AA8551  ______________________________________________________________________
 AA8551* NAD 83(1986) POSITION- 39 36 53.8    (N) 075 31 40.6    (W)   HD_HELD2
 AA8551* NAVD 88 ORTHO HEIGHT -     2.685 (meters)        8.81  (feet) ADJUSTED
 AA8551  ______________________________________________________________________
 AA8551  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 AA8551  DYNAMIC HEIGHT  -          2.683 (meters)        8.80  (feet) COMP
 AA8551  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 AA8551
 AA8551  VERT ORDER      -  FIRST     CLASS II
 AA8551
 AA8551.The horizontal coordinates were established by autonomous hand held GPS
 AA8551.observations and have an estimated accuracy of +/- 10 meters.
 AA8551
 AA8551.The orthometric height was determined by differential leveling and
 AA8551.adjusted by the NATIONAL GEODETIC SURVEY
 AA8551.in October 1996.
 AA8551
 AA8551.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8551.GEOID18 height accuracy estimate available here.
 AA8551
 AA8551.Click photographs - Photos may exist for this station.
 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       -    87,270.       61,737.      MT  (+/- 10 meters HH2 GPS)
 AA8551
 AA8551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5468285154(NAD 83)
 AA8551
 AA8551                          SUPERSEDED SURVEY CONTROL
 AA8551
 AA8551.No superseded survey control is available for this station.
 AA8551
 AA8551_MARKER: DD = SURVEY DISK
 AA8551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA8551_SP_SET: ELECTRIC 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 - February 10, 2015
 AA8551
 AA8551  HISTORY     - Date     Condition        Report By
 AA8551  HISTORY     - 1978     MONUMENTED       PORTER
 AA8551  HISTORY     - 19940927 GOOD             NJGS
 AA8551  HISTORY     - 20070523 GOOD             UE
 AA8551  HISTORY     - 20150210 GOOD             IDAK
 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.
 AA8551
 AA8551                          STATION RECOVERY (2007)
 AA8551
 AA8551'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AA8551'RECOVERED IN GOOD CONDITION.
 AA8551
 AA8551                          STATION RECOVERY (2015)
 AA8551
 AA8551'RECOVERY NOTE BY DUBOIS AND KING, INC 2015 (JRF)
 AA8551'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA8552 ***********************************************************************
 AA8552  DESIGNATION -  853 8055 E TIDAL
 AA8552  PID         -  AA8552
 AA8552  STATE/COUNTY-  NJ/SALEM
 AA8552  COUNTRY     -  US
 AA8552  USGS QUAD   -  DELAWARE CITY (2016)
 AA8552
 AA8552                         *CURRENT SURVEY CONTROL
 AA8552  ______________________________________________________________________
 AA8552* NAD 83(1986) POSITION- 39 36 54.5    (N) 075 31 40.6    (W)   HD_HELD2
 AA8552* NAVD 88 ORTHO HEIGHT -     2.687 (meters)        8.82  (feet) ADJUSTED
 AA8552  ______________________________________________________________________
 AA8552  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 AA8552  DYNAMIC HEIGHT  -          2.685 (meters)        8.81  (feet) COMP
 AA8552  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 AA8552
 AA8552  VERT ORDER      -  FIRST     CLASS II
 AA8552
 AA8552.The horizontal coordinates were established by autonomous hand held GPS
 AA8552.observations and have an estimated accuracy of +/- 10 meters.
 AA8552
 AA8552.The orthometric height was determined by differential leveling and
 AA8552.adjusted by the NATIONAL GEODETIC SURVEY
 AA8552.in October 1996.
 AA8552
 AA8552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8552.GEOID18 height accuracy estimate available here.
 AA8552
 AA8552.Click photographs - Photos may exist for this station.
 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       -    87,292.       61,737.      MT  (+/- 10 meters HH2 GPS)
 AA8552
 AA8552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5468285175(NAD 83)
 AA8552
 AA8552                          SUPERSEDED SURVEY CONTROL
 AA8552
 AA8552.No superseded survey control is available for this station.
 AA8552
 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 - May 23, 2007
 AA8552
 AA8552  HISTORY     - Date     Condition        Report By
 AA8552  HISTORY     - 1978     MONUMENTED       PORTER
 AA8552  HISTORY     - 19940927 GOOD             NJGS
 AA8552  HISTORY     - 20070523 GOOD             UE
 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.
 AA8552
 AA8552                          STATION RECOVERY (2007)
 AA8552
 AA8552'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AA8552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4347 ***********************************************************************
 AI4347  DESIGNATION -  853 8086 B TIDAL
 AI4347  PID         -  AI4347
 AI4347  STATE/COUNTY-  NJ/SALEM
 AI4347  COUNTRY     -  US
 AI4347  USGS QUAD   -  PENNS GROVE (2019)
 AI4347
 AI4347                         *CURRENT SURVEY CONTROL
 AI4347  ______________________________________________________________________
 AI4347* NAD 83(2011) POSITION- 39 37 31.67189(N) 075 27 09.12641(W)   ADJUSTED
 AI4347* NAD 83(2011) ELLIP HT-   -31.068 (meters)        (06/27/12)   ADJUSTED
 AI4347* NAD 83(2011) EPOCH   -  2010.00
 AI4347* NAVD 88 ORTHO HEIGHT -     2.3   (meters)        8.    (feet) GPS OBS
 AI4347  ______________________________________________________________________
 AI4347  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4347  GEOID HEIGHT    -        -33.355 (meters)                     GEOID99
 AI4347  GEOID HEIGHT    -        -33.365 (meters)                     GEOID18
 AI4347  NAD 83(2011) X  -  1,235,641.809 (meters)                     COMP
 AI4347  NAD 83(2011) Y  - -4,761,596.116 (meters)                     COMP
 AI4347  NAD 83(2011) Z  -  4,046,022.604 (meters)                     COMP
 AI4347  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 AI4347
 AI4347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4347  Standards:
 AI4347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4347  -------------------------------------------------------------------
 AI4347  NETWORK    0.56   0.88           0.26   0.18   0.45     -0.14965633
 AI4347  -------------------------------------------------------------------
 AI4347  Click here for local accuracies and other accuracy information.
 AI4347
 AI4347.The horizontal coordinates were established by GPS observations
 AI4347.and adjusted by the National Geodetic Survey in June 2012.
 AI4347
 AI4347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4347.been affixed to the stable North American tectonic plate. See 
 AI4347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4347
 AI4347.The horizontal coordinates are valid at the epoch date displayed above
 AI4347.which is a decimal equivalence of Year/Month/Day.
 AI4347
 AI4347.The orthometric height was determined by GPS observations and a
 AI4347.high-resolution geoid model.
 AI4347
 AI4347.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4347.GEOID18 height accuracy estimate available here.
 AI4347
 AI4347.Click photographs - Photos may exist for this station.
 AI4347
 AI4347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4347
 AI4347.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4347
 AI4347.The ellipsoidal height was determined by GPS observations
 AI4347.and is referenced to NAD 83.
 AI4347
 AI4347. The following values were computed from the NAD 83(2011) position.
 AI4347
 AI4347;                    North         East     Units Scale Factor Converg.
 AI4347;SPC NJ       -    88,367.040    68,224.165   MT  0.99998231   -0 36 27.1
 AI4347;SPC NJ       -   289,917.53    223,832.11   sFT  0.99998231   -0 36 27.1
 AI4347;UTM  18      - 4,386,286.599   461,161.448   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6116186286(NAD 83)
 AI4347
 AI4347                          SUPERSEDED SURVEY CONTROL
 AI4347
 AI4347  NAD 83(2007)-  39 37 31.67220(N)    075 27 09.12718(W) AD(2002.00) 0
 AI4347  ELLIP H (02/10/07)  -31.054  (m)                       GP(2002.00)    
 AI4347  ELLIP H (09/25/02)  -31.058  (m)                       GP(       ) 4 1
 AI4347  NAD 83(1996)-  39 37 31.67249(N)    075 27 09.12722(W) AD(       ) 1
 AI4347  ELLIP H (03/31/00)  -31.049  (m)                       GP(       ) 3 1
 AI4347
 AI4347.Superseded values are not recommended for survey control.
 AI4347
 AI4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4347.See file dsdata.pdf to determine how the superseded data were derived.
 AI4347
 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 - January 21, 2021
 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  HISTORY     - 20210121 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.
 AI4347'
 AI4347'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 AI4347'AND STATE ROUTE 140 AT INTERCHANGE 2 IN CARNEYS POINT TOWNSHIP, GO
 AI4347'SOUTHEAST ON STATE ROUTE 140, WHICH BECOMES DEEPWATER SLAPES CORNER
 AI4347'ROAD, COUNTY ROAD 540 FOR 3.8 MI (6.1 KM) TO THE CROSSROADS
 AI4347'INTERSECTION WITH POINTERS AUBURN ROAD, COUNTY ROAD 646 ON THE LEFT
 AI4347'AND MARSHALLTOWN ROAD ON THE RIGHT. CONTINUE SOUTH ON COUNTY ROAD 540
 AI4347'FOR 1.20 MI (1.93 KM) TO THE CROSSROADS INTERSECTION WITH SUNSET DRIVE
 AI4347'ON THE RIGHT AND GRISCOM ROAD ON THE LEFT.  TURN RIGHT AND GO
 AI4347'NORTHWEST ON SUNSET DRIVE FOR 0.70 MI, (1.13 KM) CROSSING KATES CREEK
 AI4347'MEADOW, TO THE STATION ON THE LEFT, SET ABOUT 0.04 M (0.13 FT) BELOW
 AI4347'THE GROUND ON TOP OF AN EMBANKMENT.
 AI4347'
 AI4347'THE STATION IS 22.0 FT (6.7 M) SOUTHWEST FROM THE CENTERLINE OF SUNSET
 AI4347'DRIVE, 109.0 FT (33.2 M) SOUTH SOUTHEAST FROM WOOD UTILITY POLE NUMBER
 AI4347'10269 ACE 62 135, 83.2 FT (25.4 M) NORTHWEST AND ACROSS THE ROAD FROM
 AI4347'WOOD UTILITY POLE NUMBER S 10268 AND ABOUT 186 FT (56.7 M) NORTHWEST
 AI4347'FROM THE CENTERLINE OF A 3 FT (0.9 M) DIAMETER PIPE CULVERT FOR KATES
 AI4347'CREEK MEADOW.
 AI4347
 AI4347                          STATION RECOVERY (2021)
 AI4347
 AI4347'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MK)
 AI4347'MODIFICATIONS TO TIES ARE 24.5 FT (7.5 M) SOUTHWEST FROM THE
 AI4347'CENTERLINE OF SUNSET DRIVE, 83.8 FT (25.5 M) WEST-NORTHWEST AND ACROSS
 AI4347'THE STREET FROM POLE S 10268 AND 180 FT (54.9 M) NORTHWEST FROM THE
 AI4347'CENTERLINE OF THE CULVERT FOR KATES CREEK MEADOW.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4351 ***********************************************************************
 AI4351  DESIGNATION -  853 8095 E TIDAL
 AI4351  PID         -  AI4351
 AI4351  STATE/COUNTY-  NJ/SALEM
 AI4351  COUNTRY     -  US
 AI4351  USGS QUAD   -  PENNS GROVE (2019)
 AI4351
 AI4351                         *CURRENT SURVEY CONTROL
 AI4351  ______________________________________________________________________
 AI4351* NAD 83(2011) POSITION- 39 37 51.76457(N) 075 28 58.38438(W)   ADJUSTED
 AI4351* NAD 83(2011) ELLIP HT-   -30.497 (meters)        (06/27/12)   ADJUSTED
 AI4351* NAD 83(2011) EPOCH   -  2010.00
 AI4351* NAVD 88 ORTHO HEIGHT -     2.8   (meters)        9.    (feet) GPS OBS
 AI4351  ______________________________________________________________________
 AI4351  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4351  GEOID HEIGHT    -        -33.308 (meters)                     GEOID99
 AI4351  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 AI4351  NAD 83(2011) X  -  1,233,020.468 (meters)                     COMP
 AI4351  NAD 83(2011) Y  - -4,761,867.777 (meters)                     COMP
 AI4351  NAD 83(2011) Z  -  4,046,500.241 (meters)                     COMP
 AI4351  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 AI4351
 AI4351  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4351  Standards:
 AI4351         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4351            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4351  -------------------------------------------------------------------
 AI4351  NETWORK    0.49   0.80           0.23   0.16   0.41     -0.05814491
 AI4351  -------------------------------------------------------------------
 AI4351  Click here for local accuracies and other accuracy information.
 AI4351
 AI4351.The horizontal coordinates were established by GPS observations
 AI4351.and adjusted by the National Geodetic Survey in June 2012.
 AI4351
 AI4351.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4351.been affixed to the stable North American tectonic plate. See 
 AI4351.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4351
 AI4351.The horizontal coordinates are valid at the epoch date displayed above
 AI4351.which is a decimal equivalence of Year/Month/Day.
 AI4351
 AI4351.The orthometric height was determined by GPS observations and a
 AI4351.high-resolution geoid model.
 AI4351
 AI4351.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4351.GEOID18 height accuracy estimate available here.
 AI4351
 AI4351.Click photographs - Photos may exist for this station.
 AI4351
 AI4351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4351
 AI4351.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4351
 AI4351.The ellipsoidal height was determined by GPS observations
 AI4351.and is referenced to NAD 83.
 AI4351
 AI4351. The following values were computed from the NAD 83(2011) position.
 AI4351
 AI4351;                    North         East     Units Scale Factor Converg.
 AI4351;SPC NJ       -    89,014.742    65,625.376   MT  0.99998762   -0 37 37.1
 AI4351;SPC NJ       -   292,042.53    215,305.92   sFT  0.99998762   -0 37 37.1
 AI4351;UTM  18      - 4,386,919.594   458,560.044   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5856086919(NAD 83)
 AI4351
 AI4351                          SUPERSEDED SURVEY CONTROL
 AI4351
 AI4351  NAD 83(2007)-  39 37 51.76488(N)    075 28 58.38515(W) AD(2002.00) 0
 AI4351  ELLIP H (02/10/07)  -30.483  (m)                       GP(2002.00)    
 AI4351  ELLIP H (09/25/02)  -30.486  (m)                       GP(       ) 4 1
 AI4351  NAD 83(1996)-  39 37 51.76516(N)    075 28 58.38518(W) AD(       ) 1
 AI4351  ELLIP H (03/31/00)  -30.478  (m)                       GP(       ) 3 1
 AI4351
 AI4351.Superseded values are not recommended for survey control.
 AI4351
 AI4351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4351.See file dsdata.pdf to determine how the superseded data were derived.
 AI4351
 AI4351_MARKER: DJ = TIDAL STATION DISK
 AI4351_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI4351+WITH SETTING: PAVEMENT
 AI4351_SP_SET: COLLAR OF MANHOLE
 AI4351_STAMPING: 8095 E 1977
 AI4351_MARK LOGO: NOS
 AI4351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4351+STABILITY: SURFACE MOTION
 AI4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4351+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 AI4351
 AI4351  HISTORY     - Date     Condition        Report By
 AI4351  HISTORY     - 1977     MONUMENTED       NOS
 AI4351  HISTORY     - 19990621 GOOD             NJGS
 AI4351  HISTORY     - 20160524 GOOD             AAAS
 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.
 AI4351
 AI4351                          STATION RECOVERY (2016)
 AI4351
 AI4351'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 AI4351'THE STATION IS LOCATED ON THE GROUNDS OF THE M AND M HUNTING PRESERVE,
 AI4351'A PRIVATE SPORT SHOOTING RANGE.  WINSLOW ROAD IS A PRIVATE ROAD WITHIN
 AI4351'THE HUNTING PRESERVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2202  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2202
 JU2202                         *CURRENT SURVEY CONTROL
 JU2202  ______________________________________________________________________
 JU2202* NAD 83(1986) POSITION- 39 40 56.     (N) 075 30 36.     (W)   SCALED
 JU2202* NAVD 88 ORTHO HEIGHT -     2.387 (meters)        7.83  (feet) ADJUSTED
 JU2202  ______________________________________________________________________
 JU2202  GEOID HEIGHT    -        -33.133 (meters)                     GEOID18
 JU2202  DYNAMIC HEIGHT  -          2.386 (meters)        7.83  (feet) COMP
 JU2202  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 JU2202
 JU2202  VERT ORDER      -  FIRST     CLASS II
 JU2202
 JU2202.The horizontal coordinates were scaled from a map and have
 JU2202.an estimated accuracy of +/- 6 seconds.
 JU2202
 JU2202.The orthometric height was determined by differential leveling and
 JU2202.adjusted by the NATIONAL GEODETIC SURVEY
 JU2202.in June 1991.
 JU2202
 JU2202.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2202.GEOID18 height accuracy estimate available here.
 JU2202
 JU2202.This Tidal Bench Mark is designated as VM 2811
 JU2202.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2202
 JU2202.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ562926(NAD 83)
 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
 JU2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2202.See file dsdata.pdf to determine how the superseded data were derived.
 JU2202
 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_MARK LOGO: NOS
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2208  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2208
 JU2208                         *CURRENT SURVEY CONTROL
 JU2208  ______________________________________________________________________
 JU2208* NAD 83(1986) POSITION- 39 40 54.     (N) 075 30 36.     (W)   SCALED
 JU2208* NAVD 88 ORTHO HEIGHT -     2.117 (meters)        6.95  (feet) ADJUSTED
 JU2208  ______________________________________________________________________
 JU2208  GEOID HEIGHT    -        -33.135 (meters)                     GEOID18
 JU2208  DYNAMIC HEIGHT  -          2.116 (meters)        6.94  (feet) COMP
 JU2208  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 JU2208
 JU2208  VERT ORDER      -  FIRST     CLASS II
 JU2208
 JU2208.The horizontal coordinates were scaled from a map and have
 JU2208.an estimated accuracy of +/- 6 seconds.
 JU2208
 JU2208.The orthometric height was determined by differential leveling and
 JU2208.adjusted by the NATIONAL GEODETIC SURVEY
 JU2208.in June 1991.
 JU2208
 JU2208.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2208.GEOID18 height accuracy estimate available here.
 JU2208
 JU2208.This Tidal Bench Mark is designated as VM 2812
 JU2208.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2208
 JU2208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ562925(NAD 83)
 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
 JU2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2208.See file dsdata.pdf to determine how the superseded data were derived.
 JU2208
 JU2208_MARKER: DJ = TIDAL STATION DISK
 JU2208_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2208_STAMPING: 8231 B 1977
 JU2208_MARK LOGO: NOS
 JU2208_PROJECTION: PROJECTING 8 CENTIMETERS
 JU2208_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2209  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2209
 JU2209                         *CURRENT SURVEY CONTROL
 JU2209  ______________________________________________________________________
 JU2209* NAD 83(1986) POSITION- 39 40 54.     (N) 075 30 36.     (W)   SCALED
 JU2209* NAVD 88 ORTHO HEIGHT -     2.105 (meters)        6.91  (feet) ADJUSTED
 JU2209  ______________________________________________________________________
 JU2209  GEOID HEIGHT    -        -33.135 (meters)                     GEOID18
 JU2209  DYNAMIC HEIGHT  -          2.104 (meters)        6.90  (feet) COMP
 JU2209  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 JU2209
 JU2209  VERT ORDER      -  FIRST     CLASS II
 JU2209
 JU2209.The horizontal coordinates were scaled from a map and have
 JU2209.an estimated accuracy of +/- 6 seconds.
 JU2209
 JU2209.The orthometric height was determined by differential leveling and
 JU2209.adjusted by the NATIONAL GEODETIC SURVEY
 JU2209.in June 1991.
 JU2209
 JU2209.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2209.GEOID18 height accuracy estimate available here.
 JU2209
 JU2209.This Tidal Bench Mark is designated as VM 2813
 JU2209.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2209
 JU2209.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ562925(NAD 83)
 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
 JU2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2209.See file dsdata.pdf to determine how the superseded data were derived.
 JU2209
 JU2209_MARKER: DJ = TIDAL STATION DISK
 JU2209_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2209_STAMPING: 8231 C 1977
 JU2209_MARK LOGO: NOS
 JU2209_PROJECTION: RECESSED 5 CENTIMETERS
 JU2209_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2210  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2210
 JU2210                         *CURRENT SURVEY CONTROL
 JU2210  ______________________________________________________________________
 JU2210* NAD 83(1986) POSITION- 39 40 54.     (N) 075 30 36.     (W)   SCALED
 JU2210* NAVD 88 ORTHO HEIGHT -     2.107 (meters)        6.91  (feet) ADJUSTED
 JU2210  ______________________________________________________________________
 JU2210  GEOID HEIGHT    -        -33.135 (meters)                     GEOID18
 JU2210  DYNAMIC HEIGHT  -          2.106 (meters)        6.91  (feet) COMP
 JU2210  MODELED GRAVITY -    980,160.0   (mgal)                       NAVD 88
 JU2210
 JU2210  VERT ORDER      -  FIRST     CLASS II
 JU2210
 JU2210.The horizontal coordinates were scaled from a map and have
 JU2210.an estimated accuracy of +/- 6 seconds.
 JU2210
 JU2210.The orthometric height was determined by differential leveling and
 JU2210.adjusted by the NATIONAL GEODETIC SURVEY
 JU2210.in June 1991.
 JU2210
 JU2210.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2210.GEOID18 height accuracy estimate available here.
 JU2210
 JU2210.This Tidal Bench Mark is designated as VM 2814
 JU2210.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2210
 JU2210.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ562925(NAD 83)
 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
 JU2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2210.See file dsdata.pdf to determine how the superseded data were derived.
 JU2210
 JU2210_MARKER: DJ = TIDAL STATION DISK
 JU2210_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2210_STAMPING: 8231 D 1977
 JU2210_MARK LOGO: NOS
 JU2210_PROJECTION: RECESSED 8 CENTIMETERS
 JU2210_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 AI4346 ***********************************************************************
 AI4346  DESIGNATION -  853 8274 E TIDAL
 AI4346  PID         -  AI4346
 AI4346  STATE/COUNTY-  NJ/SALEM
 AI4346  COUNTRY     -  US
 AI4346  USGS QUAD   -  WOODSTOWN (2019)
 AI4346
 AI4346                         *CURRENT SURVEY CONTROL
 AI4346  ______________________________________________________________________
 AI4346* NAD 83(2011) POSITION- 39 42 55.79938(N) 075 21 44.00183(W)   ADJUSTED
 AI4346* NAD 83(2011) ELLIP HT-   -25.288 (meters)        (06/27/12)   ADJUSTED
 AI4346* NAD 83(2011) EPOCH   -  2010.00
 AI4346* NAVD 88 ORTHO HEIGHT -     7.9   (meters)       26.    (feet) GPS OBS
 AI4346  ______________________________________________________________________
 AI4346  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4346  GEOID HEIGHT    -        -33.169 (meters)                     GEOID99
 AI4346  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 AI4346  NAD 83(2011) X  -  1,241,534.217 (meters)                     COMP
 AI4346  NAD 83(2011) Y  - -4,753,472.514 (meters)                     COMP
 AI4346  NAD 83(2011) Z  -  4,053,720.835 (meters)                     COMP
 AI4346  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 AI4346
 AI4346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4346  Standards:
 AI4346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4346  -------------------------------------------------------------------
 AI4346  NETWORK    0.49   0.84           0.23   0.16   0.43     -0.05327858
 AI4346  -------------------------------------------------------------------
 AI4346  Click here for local accuracies and other accuracy information.
 AI4346
 AI4346.The horizontal coordinates were established by GPS observations
 AI4346.and adjusted by the National Geodetic Survey in June 2012.
 AI4346
 AI4346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4346.been affixed to the stable North American tectonic plate. See 
 AI4346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4346
 AI4346.The horizontal coordinates are valid at the epoch date displayed above
 AI4346.which is a decimal equivalence of Year/Month/Day.
 AI4346
 AI4346.The orthometric height was determined by GPS observations and a
 AI4346.high-resolution geoid model.
 AI4346
 AI4346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4346.GEOID18 height accuracy estimate available here.
 AI4346
 AI4346.Click photographs - Photos may exist for this station.
 AI4346
 AI4346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4346
 AI4346.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4346
 AI4346.The ellipsoidal height was determined by GPS observations
 AI4346.and is referenced to NAD 83.
 AI4346
 AI4346. The following values were computed from the NAD 83(2011) position.
 AI4346
 AI4346;                    North         East     Units Scale Factor Converg.
 AI4346;SPC NJ       -    98,284.414    76,073.697   MT  0.99996726   -0 33 03.5
 AI4346;SPC NJ       -   322,454.78    249,585.12   sFT  0.99996726   -0 33 03.5
 AI4346;UTM  18      - 4,396,243.969   468,952.803   MT  0.99961187   -0 13 53.2
 AI4346
 AI4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4346!SPC NJ       -   1.00000397  x   0.99996726  =   0.99997123
 AI4346!UTM  18      -   1.00000397  x   0.99961187  =   0.99961584
 AI4346
 AI4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6895296243(NAD 83)
 AI4346
 AI4346                          SUPERSEDED SURVEY CONTROL
 AI4346
 AI4346  NAD 83(2007)-  39 42 55.79971(N)    075 21 44.00258(W) AD(2002.00) 0
 AI4346  ELLIP H (02/10/07)  -25.273  (m)                       GP(2002.00)    
 AI4346  ELLIP H (09/25/02)  -25.268  (m)                       GP(       ) 4 1
 AI4346  NAD 83(1996)-  39 42 55.79979(N)    075 21 44.00266(W) AD(       ) 1
 AI4346  ELLIP H (03/31/00)  -25.262  (m)                       GP(       ) 3 1
 AI4346
 AI4346.Superseded values are not recommended for survey control.
 AI4346
 AI4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4346.See file dsdata.pdf to determine how the superseded data were derived.
 AI4346
 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: I = MARKER IS A STEEL ROD
 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.
 AI4346'
 AI4346'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 48 AND
 AI4346'INTERSTATE HIGHWAY 295 AT INTERCHANGE 4 IN CARNEYS POINT TOWNSHIP, GO
 AI4346'SOUTHEAST ON STATE ROUTE 48 FOR 0.6 MI (1.0 KM) TO THE CROSSROADS
 AI4346'INTERSECTION WITH PENNSVILLE AUBURN ROAD, COUNTY ROAD 551 AT DANCEYS
 AI4346'CORNER.  TURN LEFT AND GO EAST ON COUNTY ROAD 551 FOR 4.0 MI (6.4 KM)
 AI4346'TO THE TEE JUNCTION WITH POINTERS AUBURN ROAD, COUNTY ROAD 646, IN
 AI4346'AUBURN.  TURN LEFT AND GO NORTHEAST ON COUNTY ROAD 551 FOR 0.4 MI
 AI4346'(0.6 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND ABOUT
 AI4346'0.1 MI (0.2 KM) WEST FROM THE BRIDGE CARRYING COUNTY ROAD 551 OVER
 AI4346'OLDMANS CREEK.
 AI4346'
 AI4346'THE STATION IS 9.5 M (31.2 FT) SOUTH SOUTHEAST FROM THE CENTERLINE OF
 AI4346'COUNTY ROAD 551, 4.2 M (13.8 FT) SOAUTHEAST FROM THE CENTER OF AN
 AI4346'INLET, 26.7 M (87.6 FT) EAST SOUTHEAST FROM A PAVED DRIVEWAY LEADING
 AI4346'SOUTH, 32.8 M (107.6 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER S
 AI4346'29789, 35.4 M (116.1 FT) NORTHWEST FROM A WOOD UTILITY POLE WITH NO
 AI4346'NUMBER ALONG A TREE LINE, 21.0 M (68.9 FT) NORTHEAST FROM WOOD UTILITY
 AI4346'POLE NUMBER 5075, 3.5 M (11.5 FT) SOUTH SOUTHEAST FROM THE SOUTH CURB
 AI4346'OF COUNTY ROAD 551 AND 1.5 M (4.9 FT) SOUTH FROM THE MOST WESTERLY
 AI4346'METAL GUIDE 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 = JULY 24, 2026 22:12:30 EDT
 DM6944 ***********************************************************************
 DM6944  DESIGNATION -  853 8449 B TIDAL
 DM6944  PID         -  DM6944
 DM6944  STATE/COUNTY-  NJ/GLOUCESTER
 DM6944  COUNTRY     -  US
 DM6944  USGS QUAD   -  BRIDGEPORT (2019)
 DM6944
 DM6944                         *CURRENT SURVEY CONTROL
 DM6944  ______________________________________________________________________
 DM6944* NAD 83(1986) POSITION- 39 48 09.33   (N) 075 21 16.24   (W)   HD_HELD1
 DM6944* NAVD 88 ORTHO HEIGHT -     2.413 (meters)        7.92  (feet) ADJUSTED
 DM6944  ______________________________________________________________________
 DM6944  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 DM6944  DYNAMIC HEIGHT  -          2.412 (meters)        7.91  (feet) COMP
 DM6944  MODELED GRAVITY -    980,168.0   (mgal)                       NAVD 88
 DM6944
 DM6944  VERT ORDER      -  FIRST     CLASS II
 DM6944
 DM6944.The horizontal coordinates were determined by differentially corrected
 DM6944.hand held GPS observations or other comparable positioning techniques
 DM6944.and have an estimated accuracy of +/- 3 meters.
 DM6944
 DM6944.The orthometric height was determined by differential leveling and
 DM6944.adjusted by the NATIONAL GEODETIC SURVEY
 DM6944.in May 2011.
 DM6944
 DM6944.No vertical observational check was made to the station.
 DM6944
 DM6944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6944.GEOID18 height accuracy estimate available here.
 DM6944
 DM6944.Click photographs - Photos may exist for this station.
 DM6944
 DM6944.The dynamic height is computed by dividing the NAVD 88
 DM6944.geopotential number by the normal gravity value computed on the
 DM6944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6944.degrees latitude (g = 980.6199 gals.).
 DM6944
 DM6944.The modeled gravity was interpolated from observed gravity values.
 DM6944
 DM6944;                    North         East    Units  Estimated Accuracy
 DM6944;SPC NJ       -   107,947.1      76,827.1     MT  (+/- 3 meters HH1 GPS) 
 DM6944
 DM6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6965205907(NAD 83)
 DM6944
 DM6944                          SUPERSEDED SURVEY CONTROL
 DM6944
 DM6944.No superseded survey control is available for this station.
 DM6944
 DM6944_MARKER: DJ = TIDAL STATION DISK
 DM6944_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM6944_STAMPING: 8449 B 1977
 DM6944_MARK LOGO: NOS
 DM6944_PROJECTION: RECESSED 8 CENTIMETERS
 DM6944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6944+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2020
 DM6944_ROD/PIPE-DEPTH: 11.9 meters
 DM6944
 DM6944  HISTORY     - Date     Condition        Report By
 DM6944  HISTORY     - 1977     MONUMENTED       PORTER
 DM6944  HISTORY     - 20080304 GOOD             NJGS
 DM6944  HISTORY     - 20201020 GOOD             NJGS
 DM6944
 DM6944                          STATION DESCRIPTION
 DM6944
 DM6944'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6944'THE STATION IS LOCATED IN LOGAN TOWNSHIP ON THE EAST SIDE OF ISLAND
 DM6944'ROAD.
 DM6944'
 DM6944'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 130 AND
 DM6944'322 IN THE COMMUNITY OF BRIDGEPORT, GO SOUTHWEST ON U.S. HIGHWAY 130
 DM6944'FOR 0.35 MI (0.6 KM) TO THE INTERSECTION WITH ISLAND ROAD ON THE
 DM6944'RIGHT.  TURN RIGHT AND GO NORTH ON ISLAND ROAD FOR 0.10 MI (0.2 KM) TO
 DM6944'THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND IN THE FRONT LAWN
 DM6944'OF HOUSE NUMBER 11, A TWO STORY FRAME DWELLING.
 DM6944'
 DM6944'THE STATION IS 1.5 M (4.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 DM6944'THE HOUSE, 7.8 M (25.6 FT) NORTH FROM THE SOUTHWEST CORNER OF THE
 DM6944'HOUSE, 8.7 M (28.5 FT) EAST FROM THE CENTERLINE OF ISLAND ROAD AND
 DM6944'15.8 M (51.8 FT) SOUTH FROM WOOD UTILITY POLE NUMBER S5232.
 DM6944
 DM6944                          STATION RECOVERY (2020)
 DM6944
 DM6944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6944'THE STATION IS SUITABLE WHEN RECEIVER IS RAISED TO 3.219 M (10.6 FT).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6943 ***********************************************************************
 DM6943  DESIGNATION -  853 8449 C TIDAL
 DM6943  PID         -  DM6943
 DM6943  STATE/COUNTY-  NJ/GLOUCESTER
 DM6943  COUNTRY     -  US
 DM6943  USGS QUAD   -  BRIDGEPORT (2019)
 DM6943
 DM6943                         *CURRENT SURVEY CONTROL
 DM6943  ______________________________________________________________________
 DM6943* NAD 83(1986) POSITION- 39 48 05.     (N) 075 21 20.     (W)   SCALED
 DM6943* NAVD 88 ORTHO HEIGHT -     4.043 (meters)       13.26  (feet) ADJUSTED
 DM6943  ______________________________________________________________________
 DM6943  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 DM6943  DYNAMIC HEIGHT  -          4.041 (meters)       13.26  (feet) COMP
 DM6943  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 DM6943
 DM6943  VERT ORDER      -  FIRST     CLASS II
 DM6943
 DM6943.The horizontal coordinates were scaled from a map and have
 DM6943.an estimated accuracy of +/- 6 seconds.
 DM6943
 DM6943.The orthometric height was determined by differential leveling and
 DM6943.adjusted by the NATIONAL GEODETIC SURVEY
 DM6943.in May 2011.
 DM6943
 DM6943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6943.GEOID18 height accuracy estimate available here.
 DM6943
 DM6943.Click photographs - Photos may exist for this station.
 DM6943
 DM6943.The dynamic height is computed by dividing the NAVD 88
 DM6943.geopotential number by the normal gravity value computed on the
 DM6943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6943.degrees latitude (g = 980.6199 gals.).
 DM6943
 DM6943.The modeled gravity was interpolated from observed gravity values.
 DM6943
 DM6943;                    North         East    Units  Estimated Accuracy
 DM6943;SPC NJ       -   107,810.       76,740.      MT  (+/- 180 meters Scaled)
 DM6943
 DM6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK695057(NAD 83)
 DM6943
 DM6943                          SUPERSEDED SURVEY CONTROL
 DM6943
 DM6943.No superseded survey control is available for this station.
 DM6943
 DM6943_MARKER: DJ = TIDAL STATION DISK
 DM6943_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM6943_SP_SET: BRIDGE WING WALL
 DM6943_STAMPING: 8449 C 1977
 DM6943_MARK LOGO: NOS
 DM6943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6943+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6943
 DM6943  HISTORY     - Date     Condition        Report By
 DM6943  HISTORY     - 1977     MONUMENTED       PORTER
 DM6943  HISTORY     - 20080304 GOOD             NJGS
 DM6943  HISTORY     - 20201020 MARK NOT FOUND   NJGS
 DM6943
 DM6943                          STATION DESCRIPTION
 DM6943
 DM6943'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6943'THE STATION IS LOCATED IN LOGAN TOWNSHIP ON THE NORTHEAST SIDE OF U.S.
 DM6943'HIGHWAY 130.
 DM6943'
 DM6943'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 130 AND
 DM6943'322 IN THE COMMUNITY OF BRIDGEPORT, GO SOUTHWEST ON U.S. HIGHWAY 130
 DM6943'FOR 0.40 MI (0.6 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL
 DM6943'HOLE IN THE TOP OF THE NORTHEAST WING WALL OF THE BRIDGE CARRYING U.S.
 DM6943'HIGHWAY 130 OVER THE RACCOON CREEK, STRUCTURE NUMBER 0817151.
 DM6943'
 DM6943'THE STATION IS 8.9 M (29.2 FT) WEST FROM WOOD UTILITY POLE NUMBER S
 DM6943'18406, 1.2 M (3.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 DM6943'WESTERLY OF TWO CROSSING SIGNAL ARMS AND 11.2 M (36.7 FT) NORTHEAST
 DM6943'FROM THE CENTERLINE OF U.S. HIGHWAY 130.
 DM6943
 DM6943                          STATION RECOVERY (2020)
 DM6943
 DM6943'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6943'STRUCTURE HAS BEEN REPLACED WITH NEW BRIDGE SUPERSTRUCTURE AND ORTHO
 DM6943'HEIGHT MATCHES WITH NEW VISITORS LOT UNDER THE NEW BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6942 ***********************************************************************
 DM6942  DESIGNATION -  853 8449 D TIDAL
 DM6942  PID         -  DM6942
 DM6942  STATE/COUNTY-  NJ/GLOUCESTER
 DM6942  COUNTRY     -  US
 DM6942  USGS QUAD   -  BRIDGEPORT (2019)
 DM6942
 DM6942                         *CURRENT SURVEY CONTROL
 DM6942  ______________________________________________________________________
 DM6942* NAD 83(1986) POSITION- 39 48 00.     (N) 075 21 16.     (W)   SCALED
 DM6942* NAVD 88 ORTHO HEIGHT -     2.884 (meters)        9.46  (feet) ADJUSTED
 DM6942  ______________________________________________________________________
 DM6942  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 DM6942  DYNAMIC HEIGHT  -          2.882 (meters)        9.46  (feet) COMP
 DM6942  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 DM6942
 DM6942  VERT ORDER      -  FIRST     CLASS II
 DM6942
 DM6942.The horizontal coordinates were scaled from a map and have
 DM6942.an estimated accuracy of +/- 6 seconds.
 DM6942
 DM6942.The orthometric height was determined by differential leveling and
 DM6942.adjusted by the NATIONAL GEODETIC SURVEY
 DM6942.in May 2011.
 DM6942
 DM6942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6942.GEOID18 height accuracy estimate available here.
 DM6942
 DM6942.Click photographs - Photos may exist for this station.
 DM6942
 DM6942.The dynamic height is computed by dividing the NAVD 88
 DM6942.geopotential number by the normal gravity value computed on the
 DM6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6942.degrees latitude (g = 980.6199 gals.).
 DM6942
 DM6942.The modeled gravity was interpolated from observed gravity values.
 DM6942
 DM6942;                    North         East    Units  Estimated Accuracy
 DM6942;SPC NJ       -   107,660.       76,830.      MT  (+/- 180 meters Scaled)
 DM6942
 DM6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK696056(NAD 83)
 DM6942
 DM6942                          SUPERSEDED SURVEY CONTROL
 DM6942
 DM6942.No superseded survey control is available for this station.
 DM6942
 DM6942_MARKER: DJ = TIDAL STATION DISK
 DM6942_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM6942_STAMPING: 8449 D 1977
 DM6942_MARK LOGO: NOS
 DM6942_PROJECTION: RECESSED 3 CENTIMETERS
 DM6942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6942+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DM6942_ROD/PIPE-DEPTH: 12.8 meters
 DM6942
 DM6942  HISTORY     - Date     Condition        Report By
 DM6942  HISTORY     - 1977     MONUMENTED       PORTER
 DM6942  HISTORY     - 20080304 GOOD             NJGS
 DM6942  HISTORY     - 20201020 GOOD             NJGS
 DM6942
 DM6942                          STATION DESCRIPTION
 DM6942
 DM6942'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6942'THE STATION IS LOCATED IN LOGAN TOWNSHIP ON THE WEST SIDE OF SOUTH
 DM6942'BRIDGEPORT ROAD.
 DM6942'
 DM6942'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 130 AND
 DM6942'322 IN THE COMMUNITY OF BRIDGEPORT, GO SOUTHWEST ON U.S. HIGHWAY 130
 DM6942'FOR 0.35 MI (0.6 KM) TO THE INTERSECTION WITH MAIN STREET ON THE LEFT.
 DM6942'TURN LEFT AND GO SOUTH ON MAIN STREET FOR 0.05 MI (0.1 KM) TO THE TEE
 DM6942'JUNCTION WITH SOUTH BRIDGEPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DM6942'SOUTH ON SOUTH BRIDGEPORT ROAD FOR 0.10 MI (0.2 KM) TO THE TEE
 DM6942'JUNCTION WITH MECHANIC STREET ON THE LEFT AND THE STATION ON THE
 DM6942'RIGHT.
 DM6942'
 DM6942'THE STATION IS 2.2 M (7.2 FT) NORTH-NORTHWEST FROM WOOD UTILITY POLE
 DM6942'NUMBER S 5307, 15.1 M (49.5 FT) NORTHWEST FROM A FIRE HYDRANT, 1.6 M
 DM6942'(5.2 FT) SOUTHEAST FROM THE EXTENDED CENTERLINE OF MECHANIC STREET AND
 DM6942'18.9 M (62.0 FT) SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST
 DM6942'CORNER OF A TWO STORY STONE APARTMENT BUILDING.
 DM6942
 DM6942                          STATION RECOVERY (2020)
 DM6942
 DM6942'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6942'THE STATION IS 0.5 M (1.6 FT) SOUTHEAST FROM THE EXTENDED CENTERLINE
 DM6942'OF MECHANIC STREET, 1.2 M (3.9 FT) WEST-SOUTHWEST OF THE EDGE OF
 DM6942'PAVEMENT, 4.5 M (14.8 FT) WEST-SOUTHWEST OF BRIDGEPORT ROAD, 0.3 M
 DM6942'(1.0 FT) BELOW THE LEVEL OF THE ROAD AND 0.15 M (0.5 FT) BELOW THE
 DM6942'SURFACE.  A NEARBY TREE MAY OBSCURE GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3378 ***********************************************************************
 DI3378  DESIGNATION -  853 8512 B TIDAL
 DI3378  PID         -  DI3378
 DI3378  STATE/COUNTY-  NJ/GLOUCESTER
 DI3378  COUNTRY     -  US
 DI3378  USGS QUAD   -  WOODBURY (2019)
 DI3378
 DI3378                         *CURRENT SURVEY CONTROL
 DI3378  ______________________________________________________________________
 DI3378* NAD 83(1986) POSITION- 39 50 03.45   (N) 075 14 25.97   (W)   HD_HELD1
 DI3378* NAVD 88 ORTHO HEIGHT -     3.582 (meters)       11.75  (feet) ADJUSTED
 DI3378  ______________________________________________________________________
 DI3378  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 DI3378  DYNAMIC HEIGHT  -          3.580 (meters)       11.75  (feet) COMP
 DI3378  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 DI3378
 DI3378  VERT ORDER      -  FIRST     CLASS II
 DI3378
 DI3378.The horizontal coordinates were determined by differentially corrected
 DI3378.hand held GPS observations or other comparable positioning techniques
 DI3378.and have an estimated accuracy of +/- 3 meters.
 DI3378
 DI3378.The orthometric height was determined by differential leveling and
 DI3378.adjusted by the NATIONAL GEODETIC SURVEY
 DI3378.in June 2007.
 DI3378
 DI3378.No vertical observational check was made to the station.
 DI3378
 DI3378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3378.GEOID18 height accuracy estimate available here.
 DI3378
 DI3378.Click photographs - Photos may exist for this station.
 DI3378
 DI3378.The dynamic height is computed by dividing the NAVD 88
 DI3378.geopotential number by the normal gravity value computed on the
 DI3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3378.degrees latitude (g = 980.6199 gals.).
 DI3378
 DI3378.The modeled gravity was interpolated from observed gravity values.
 DI3378
 DI3378;                    North         East    Units  Estimated Accuracy
 DI3378;SPC NJ       -   111,379.5      86,615.2     MT  (+/- 3 meters HH1 GPS) 
 DI3378
 DI3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7941709393(NAD 83)
 DI3378
 DI3378                          SUPERSEDED SURVEY CONTROL
 DI3378
 DI3378.No superseded survey control is available for this station.
 DI3378
 DI3378_MARKER: DJ = TIDAL STATION DISK
 DI3378_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DI3378_STAMPING: 8512 B 1977
 DI3378_MARK LOGO: NOS
 DI3378_PROJECTION: FLUSH
 DI3378_MAGNETIC: I = MARKER IS A STEEL ROD
 DI3378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3378+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2021
 DI3378
 DI3378  HISTORY     - Date     Condition        Report By
 DI3378  HISTORY     - UNK      MONUMENTED       NOS
 DI3378  HISTORY     - 20030617 GOOD             NJGS
 DI3378  HISTORY     - 20210511 GOOD             AAAS
 DI3378
 DI3378                          STATION DESCRIPTION
 DI3378
 DI3378'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3378'THE STATION IS LOCATED IN THE BOROUGH OF PAULSBORO AT THE INTERSECTION
 DI3378'OF CHESTNUT AND  MONROE STREETS.
 DI3378'
 DI3378'TO REACH THE STATION FROM INTERSECTION OF BROAD STREET, STATE ROUTE 44
 DI3378'AND DELAWARE  STREET, GO NORTHWEST ON DELAWARE STREET FOR 0.30 MI
 DI3378'(0.48 KM) TO THE INTERSECTION WITH  MONROE STREET.  TURN RIGHT AND GO
 DI3378'NORTHEAST ON MONROE STREET FOR 0.10 MI (0.16 KM) TO  THE INTERSECTION
 DI3378'WITH CHESTNUT STREET AND THE STATION ON THE LEFT, IN THE REAR YARD OF
 DI3378'HOUSE NUMBER 315.
 DI3378'
 DI3378'THE STATION IS 1.4 M (4.6 FT) EAST FROM A 4 FT (1.2 M) HIGH CHAIN LINK
 DI3378'FENCE, 3.4 M (11.2 FT)  SOUTHEAST FROM WOOD UTILITY POLE NUMBER 56725
 DI3378'AND 3.4 M (11.2 FT) EAST FROM THE EAST  CURB OF CHESTNUT STREET.
 DI3378
 DI3378                          STATION RECOVERY (2021)
 DI3378
 DI3378'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4334 ***********************************************************************
 AI4334  DESIGNATION -  853 8552 A TIDAL
 AI4334  PID         -  AI4334
 AI4334  STATE/COUNTY-  NJ/GLOUCESTER
 AI4334  COUNTRY     -  US
 AI4334  USGS QUAD   -  WOODBURY (2019)
 AI4334
 AI4334                         *CURRENT SURVEY CONTROL
 AI4334  ______________________________________________________________________
 AI4334* NAD 83(2011) POSITION- 39 50 54.83495(N) 075 14 57.90825(W)   ADJUSTED
 AI4334* NAD 83(2011) ELLIP HT-   -26.296 (meters)        (06/27/12)   ADJUSTED
 AI4334* NAD 83(2011) EPOCH   -  2010.00
 AI4334* NAVD 88 ORTHO HEIGHT -     6.645 (meters)       21.80  (feet) ADJUSTED
 AI4334  ______________________________________________________________________
 AI4334  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 AI4334  NAD 83(2011) X  -  1,248,483.238 (meters)                     COMP
 AI4334  NAD 83(2011) Y  - -4,741,876.201 (meters)                     COMP
 AI4334  NAD 83(2011) Z  -  4,065,073.969 (meters)                     COMP
 AI4334  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 AI4334  DYNAMIC HEIGHT  -          6.642 (meters)       21.79  (feet) COMP
 AI4334  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 AI4334
 AI4334  VERT ORDER      -  FIRST     CLASS II
 AI4334
 AI4334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4334  Standards:
 AI4334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4334  -------------------------------------------------------------------
 AI4334  NETWORK    0.50   0.86           0.23   0.17   0.44     -0.08985957
 AI4334  -------------------------------------------------------------------
 AI4334  Click here for local accuracies and other accuracy information.
 AI4334
 AI4334.The horizontal coordinates were established by GPS observations
 AI4334.and adjusted by the National Geodetic Survey in June 2012.
 AI4334
 AI4334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4334.been affixed to the stable North American tectonic plate. See 
 AI4334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4334
 AI4334.The horizontal coordinates are valid at the epoch date displayed above
 AI4334.which is a decimal equivalence of Year/Month/Day.
 AI4334
 AI4334.The orthometric height was determined by differential leveling and
 AI4334.adjusted by the NATIONAL GEODETIC SURVEY
 AI4334.in June 2007.
 AI4334
 AI4334.No vertical observational check was made to the station.
 AI4334
 AI4334.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4334.GEOID18 height accuracy estimate available here.
 AI4334
 AI4334.Click photographs - Photos may exist for this station.
 AI4334
 AI4334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4334
 AI4334.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4334
 AI4334.The ellipsoidal height was determined by GPS observations
 AI4334.and is referenced to NAD 83.
 AI4334
 AI4334.The dynamic height is computed by dividing the NAVD 88
 AI4334.geopotential number by the normal gravity value computed on the
 AI4334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4334.degrees latitude (g = 980.6199 gals.).
 AI4334
 AI4334.The modeled gravity was interpolated from observed gravity values.
 AI4334
 AI4334. The following values were computed from the NAD 83(2011) position.
 AI4334
 AI4334;                    North         East     Units Scale Factor Converg.
 AI4334;SPC NJ       -   112,970.559    85,869.163   MT  0.99995062   -0 28 48.8
 AI4334;SPC NJ       -   370,637.58    281,722.41   sFT  0.99995062   -0 28 48.8
 AI4334;UTM  18      - 4,410,979.423   478,662.704   MT  0.99960560   -0 09 35.3
 AI4334
 AI4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4334!SPC NJ       -   1.00000413  x   0.99995062  =   0.99995475
 AI4334!UTM  18      -   1.00000413  x   0.99960560  =   0.99960972
 AI4334
 AI4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7866210979(NAD 83)
 AI4334
 AI4334                          SUPERSEDED SURVEY CONTROL
 AI4334
 AI4334  NAD 83(2007)-  39 50 54.83531(N)    075 14 57.90900(W) AD(2002.00) 0
 AI4334  ELLIP H (02/10/07)  -26.285  (m)                       GP(2002.00)    
 AI4334  ELLIP H (09/25/02)  -26.279  (m)                       GP(       ) 4 1
 AI4334  NAD 83(1996)-  39 50 54.83515(N)    075 14 57.90895(W) AD(       ) 1
 AI4334  ELLIP H (03/31/00)  -26.265  (m)                       GP(       ) 3 1
 AI4334  NAVD 88 (03/31/00)    6.7    (m)  GEOID99  model used  GPS OBS        
 AI4334
 AI4334.Superseded values are not recommended for survey control.
 AI4334
 AI4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4334.See file dsdata.pdf to determine how the superseded data were derived.
 AI4334
 AI4334_MARKER: DJ = TIDAL STATION DISK
 AI4334_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI4334+WITH SETTING: PAVEMENT
 AI4334_SP_SET: VALVE PAD
 AI4334_STAMPING: 8552 A 1980
 AI4334_MARK LOGO: NOS
 AI4334_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4334+STABILITY: SURFACE MOTION
 AI4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4334+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2020
 AI4334
 AI4334  HISTORY     - Date     Condition        Report By
 AI4334  HISTORY     - 1980     MONUMENTED       NOS
 AI4334  HISTORY     - 19990615 GOOD             NJGS
 AI4334  HISTORY     - 20010424 GOOD             USCG
 AI4334  HISTORY     - 20060429 GOOD             NJGS
 AI4334  HISTORY     - 20201105 POOR             NJGS
 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.
 AI4334
 AI4334                          STATION RECOVERY (2006)
 AI4334
 AI4334'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AI4334'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION SET IN THE
 AI4334'NORTHEAST CORNER OF A  3 FT (0.9 M) SQUARE VALVE COVER PAD NEAR THE
 AI4334'WATER EDGE WHERE THE ONSHORE PIPELINE  UNLOADING COMPLEX IS LOCATED.
 AI4334'
 AI4334'THE STATION IS PART OF THE NOS TIDAL NETWORK.  THE POINT OF CONTACT IS
 AI4334'AS FOLLOWS, PACIFIC  ENERGY PARTNERS, L.P., PACIFIC ATLANTIC TERMINALS
 AI4334'LLC, 3RD STREET AND BILLINGSPORT ROAD,  PAULSBORO, NJ 08066.  TERMINAL
 AI4334'MANAGER JOHN WILLNER, PHONE (856) 423-3432.
 AI4334'
 AI4334'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44 (EAST
 AI4334'BROAD STREET/CROWN  POINT ROAD) AND NORTH DELAWARE STREET IN
 AI4334'PAULSBORO, GO 0.9 MI (1.45 KM) NORTH NORTHWEST  ON NORTH DELAWARE
 AI4334'STREET TO THE JUNCTION WITH BILLINGSPORT ROAD, TURN RIGHT AND GO  0.3
 AI4334'MI (0.48 KM) NORTH NORTHEAST ON BILLINGSPORT ROAD TO THE JUNCTION WITH
 AI4334'FERRY ROAD,  OPPOSITE 3RD STREET, TURN LEFT AND GO 0.2 MI (0.32 KM)
 AI4334'NORTH NORTHWEST ON FERRY ROAD TO  THE PAULSBORO TERMINAL FACILITY
 AI4334'GATES AT RIVERVIEW AVENUE, PASS THROUGH THE GATE, TURN  TO THE LEFT
 AI4334'AND GO WEST NORTHWEST ON THE ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A
 AI4334'ONE  STORY BLOCK OFFICE BUILDING AHEAD, THE STATION IS AT THE PUMPING
 AI4334'AND PIPLINE AREA OF THE  COMPLEX.
 AI4334
 AI4334                          STATION RECOVERY (2020)
 AI4334
 AI4334'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AI4334'THE CONCRETE BLOCK HAS SPLIT THROUGH THE LOCATION OF DISK INDICATING
 AI4334'THE DISK MAY HAVE SHIFTED.  NOTE, THE STATION IS 6.75 M (22.1 FT)
 AI4334'NORTH OF THE CENTERLINE OF SEVERAL OVERHEAD PIPES AND IS UNDER A METAL
 AI4334'GRATE AND AGGREGATE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3353 ***********************************************************************
 DI3353  DESIGNATION -  853 8552 B TIDAL
 DI3353  PID         -  DI3353
 DI3353  STATE/COUNTY-  NJ/GLOUCESTER
 DI3353  COUNTRY     -  US
 DI3353  USGS QUAD   -  WOODBURY (2019)
 DI3353
 DI3353                         *CURRENT SURVEY CONTROL
 DI3353  ______________________________________________________________________
 DI3353* NAD 83(1986) POSITION- 39 50 54.     (N) 075 14 57.     (W)   SCALED
 DI3353* NAVD 88 ORTHO HEIGHT -     6.769 (meters)       22.21  (feet) ADJUSTED
 DI3353  ______________________________________________________________________
 DI3353  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 DI3353  DYNAMIC HEIGHT  -          6.766 (meters)       22.20  (feet) COMP
 DI3353  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 DI3353
 DI3353  VERT ORDER      -  FIRST     CLASS II
 DI3353
 DI3353.The horizontal coordinates were scaled from a map and have
 DI3353.an estimated accuracy of +/- 6 seconds.
 DI3353
 DI3353.The orthometric height was determined by differential leveling and
 DI3353.adjusted by the NATIONAL GEODETIC SURVEY
 DI3353.in June 2007.
 DI3353
 DI3353.No vertical observational check was made to the station.
 DI3353
 DI3353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3353.GEOID18 height accuracy estimate available here.
 DI3353
 DI3353.Click photographs - Photos may exist for this station.
 DI3353
 DI3353.The dynamic height is computed by dividing the NAVD 88
 DI3353.geopotential number by the normal gravity value computed on the
 DI3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3353.degrees latitude (g = 980.6199 gals.).
 DI3353
 DI3353.The modeled gravity was interpolated from observed gravity values.
 DI3353
 DI3353;                    North         East    Units  Estimated Accuracy
 DI3353;SPC NJ       -   112,950.       85,890.      MT  (+/- 180 meters Scaled)
 DI3353
 DI3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK786109(NAD 83)
 DI3353
 DI3353                          SUPERSEDED SURVEY CONTROL
 DI3353
 DI3353.No superseded survey control is available for this station.
 DI3353
 DI3353_MARKER: DJ = TIDAL STATION DISK
 DI3353_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3353+WITH SETTING: PAVEMENT
 DI3353_SP_SET: DRAINAGE PAD
 DI3353_STAMPING: 8552 B 1980
 DI3353_MARK LOGO: NOS
 DI3353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3353+STABILITY: SURFACE MOTION
 DI3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3353+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2020
 DI3353
 DI3353  HISTORY     - Date     Condition        Report By
 DI3353  HISTORY     - 1980     MONUMENTED       NOS
 DI3353  HISTORY     - 20060429 GOOD             NJGS
 DI3353  HISTORY     - 20201203 GOOD             NJGS
 DI3353
 DI3353                          STATION DESCRIPTION
 DI3353
 DI3353'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3353'THE STATION IS PART OF THE NOS TIDAL NETWORK.  THE POINT OF CONTACT IS
 DI3353'AS FOLLOWS, PACIFIC  ENERGY PARTNERS, L.P., PACIFIC ATLANTIC TERMINALS
 DI3353'LLC, 3RD STREET AND BILLINGSPORT ROAD,  PAULSBORO, NJ 08066.  TERMINAL
 DI3353'MANAGER JOHN WILLNER, PHONE (856) 423-3432.
 DI3353'
 DI3353'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44 (EAST
 DI3353'BROAD STREET/CROWN  POINT ROAD) AND NORTH DELAWARE STREET IN
 DI3353'PAULSBORO, GO 0.9 MI (1.45 KM) NORTH NORTHWEST  ON NORTH DELAWARE
 DI3353'STREET TO THE JUNCTION WITH BILLINGSPORT ROAD, TURN RIGHT AND GO  0.3
 DI3353'MI (0.48 KM) NORTH NORTHEAST ON BILLINGSPORT ROAD TO THE JUNCTION WITH
 DI3353'FERRY ROAD,  OPPOSITE 3RD STREET, TURN LEFT AND GO 0.2 MI (0.32 KM)
 DI3353'NORTH NORTHWEST ON FERRY ROAD TO  THE PAULSBORO TERMINAL FACILITY
 DI3353'GATES AT RIVERVIEW AVENUE, PASS THROUGH THE GATE, TURN  TO THE LEFT
 DI3353'AND GO WEST NORTHWEST ON THE ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A
 DI3353'ONE  STORY BLOCK OFFICE BUILDING AHEAD, THE STATION IS AT THE PUMPING
 DI3353'AND PIPLINE AREA OF THE  COMPLEX.
 DI3353'
 DI3353'THE STATION IS ABOUT 230 FT (70.1 M) SOUTHWEST OF THE OFFICE BUILDING
 DI3353'AT THE PUMPING AND  PIPLINE AREA OF THE COMPLEX, AT THE NORTHEAST
 DI3353'CORNER OF PUMP NUMBER LSD 18 AND THE  STEEL WALKWAY ACROSS THE PIPES.
 DI3353'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST  CORNER OF A 100
 DI3353'FT (30.5 M) BY 20 FT (6.1 M) CONCRETE DRAINAGE PAD FOR FUEL TRANSFER
 DI3353'PUMPS  LEADING FROM THE RIVER VESSEL PIPES TO THE THE FACILITY, 36 FT
 DI3353'(11.0 M) SOUTHWEST OF THE  SOUTHERNMOST OF TWO SUPPORT PIPES FOR THE
 DI3353'OVERHEAD FUEL LINES, ABOUT 90 FT (27.4 M)  WEST SOUTHWEST OF THE WEST
 DI3353'CORNER OF THE GARAGE BUILDING, AND 13.0 FT (4.0 M)  SOUTHWEST OF A
 DI3353'CONCRETE SIDEWALK CURB.
 DI3353
 DI3353                          STATION RECOVERY (2020)
 DI3353
 DI3353'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3362 ***********************************************************************
 DI3362  DESIGNATION -  853 8552 C TIDAL
 DI3362  PID         -  DI3362
 DI3362  STATE/COUNTY-  NJ/GLOUCESTER
 DI3362  COUNTRY     -  US
 DI3362  USGS QUAD   -  WOODBURY (2019)
 DI3362
 DI3362                         *CURRENT SURVEY CONTROL
 DI3362  ______________________________________________________________________
 DI3362* NAD 83(1986) POSITION- 39 50 53.     (N) 075 14 56.     (W)   SCALED
 DI3362* NAVD 88 ORTHO HEIGHT -     6.930 (meters)       22.74  (feet) ADJUSTED
 DI3362  ______________________________________________________________________
 DI3362  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 DI3362  DYNAMIC HEIGHT  -          6.927 (meters)       22.73  (feet) COMP
 DI3362  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 DI3362
 DI3362  VERT ORDER      -  FIRST     CLASS II
 DI3362
 DI3362.The horizontal coordinates were scaled from a map and have
 DI3362.an estimated accuracy of +/- 6 seconds.
 DI3362
 DI3362.The orthometric height was determined by differential leveling and
 DI3362.adjusted by the NATIONAL GEODETIC SURVEY
 DI3362.in June 2007.
 DI3362
 DI3362.No vertical observational check was made to the station.
 DI3362
 DI3362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3362.GEOID18 height accuracy estimate available here.
 DI3362
 DI3362.Click photographs - Photos may exist for this station.
 DI3362
 DI3362.The dynamic height is computed by dividing the NAVD 88
 DI3362.geopotential number by the normal gravity value computed on the
 DI3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3362.degrees latitude (g = 980.6199 gals.).
 DI3362
 DI3362.The modeled gravity was interpolated from observed gravity values.
 DI3362
 DI3362;                    North         East    Units  Estimated Accuracy
 DI3362;SPC NJ       -   112,910.       85,910.      MT  (+/- 180 meters Scaled)
 DI3362
 DI3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK787109(NAD 83)
 DI3362
 DI3362                          SUPERSEDED SURVEY CONTROL
 DI3362
 DI3362.No superseded survey control is available for this station.
 DI3362
 DI3362_MARKER: DJ = TIDAL STATION DISK
 DI3362_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DI3362+WITH SETTING: PAVEMENT
 DI3362_SP_SET: DRAINAGE PAD
 DI3362_STAMPING: 8552 C 1980
 DI3362_MARK LOGO: NOS
 DI3362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3362+STABILITY: SURFACE MOTION
 DI3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3362+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2020
 DI3362
 DI3362  HISTORY     - Date     Condition        Report By
 DI3362  HISTORY     - 1980     MONUMENTED       NOS
 DI3362  HISTORY     - 20060429 GOOD             NJGS
 DI3362  HISTORY     - 20201203 GOOD             NJGS
 DI3362
 DI3362                          STATION DESCRIPTION
 DI3362
 DI3362'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3362'THE STATION IS PART OF THE NOS TIDAL NETWORK.  THE POINT OF CONTACT IS
 DI3362'AS FOLLOWS, PACIFIC  ENERGY PARTNERS, L.P., PACIFIC ATLANTIC TERMINALS
 DI3362'LLC, 3RD STREET AND BILLINGSPORT ROAD,  PAULSBORO, NJ 08066.  TERMINAL
 DI3362'MANAGER JOHN WILLNER, PHONE (856) 423-3432.
 DI3362'
 DI3362'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44 (EAST
 DI3362'BROAD STREET/CROWN  POINT ROAD) AND NORTH DELAWARE STREET IN
 DI3362'PAULSBORO, GO 0.9 MI (1.45 KM) NORTH NORTHWEST  ON NORTH DELAWARE
 DI3362'STREET TO THE JUNCTION WITH BILLINGSPORT ROAD, TURN RIGHT AND GO  0.3
 DI3362'MI (0.48 KM) NORTH NORTHEAST ON BILLINGSPORT ROAD TO THE JUNCTION WITH
 DI3362'FERRY ROAD,  OPPOSITE 3RD STREET, TURN LEFT AND GO 0.2 MI (0.32 KM)
 DI3362'NORTH NORTHWEST ON FERRY ROAD TO  THE PAULSBORO TERMINAL FACILITY
 DI3362'GATES AT RIVERVIEW AVENUE, PASS THROUGH THE GATE, TURN  TO THE LEFT
 DI3362'AND GO WEST NORTHWEST ON THE ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A
 DI3362'ONE  STORY BLOCK OFFICE BUILDING AHEAD, THE STATION IS AT THE PUMPING
 DI3362'AND PIPLINE AREA OF THE  COMPLEX.
 DI3362'
 DI3362'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 100 FT
 DI3362'(30.5 M) BY 20 FT (6.1 M)  CONCRETE DRAINAGE PAD FOR FUEL TRANSFER
 DI3362'PUMPS LEADING FROM THE RIVER VESSEL PIPES TO  THE THE FACILITY, 41.0
 DI3362'FT (12.5 M) SOUTHWEST OF POLE NUMBER 24, 0.8 FT (7.6 M) FROM THE
 DI3362'SOUTHSIDE AND 0.7 FT (0.2 M) FROM THE EAST SIDE AND BEHIND A
 DI3362'CINDERBLOCK BULKHEAD WALL,  ABOUT 115 FT (35.1 M) SOUTHWEST OF THE
 DI3362'WEST CORNER OF THE GARAGE BUILDING.
 DI3362
 DI3362                          STATION RECOVERY (2020)
 DI3362
 DI3362'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3354 ***********************************************************************
 DI3354  DESIGNATION -  853 8552 D TIDAL
 DI3354  PID         -  DI3354
 DI3354  STATE/COUNTY-  NJ/GLOUCESTER
 DI3354  COUNTRY     -  US
 DI3354  USGS QUAD   -  WOODBURY (2019)
 DI3354
 DI3354                         *CURRENT SURVEY CONTROL
 DI3354  ______________________________________________________________________
 DI3354* NAD 83(1986) POSITION- 39 50 52.88   (N) 075 14 57.01   (W)   HD_HELD1
 DI3354* NAVD 88 ORTHO HEIGHT -     8.339 (meters)       27.36  (feet) ADJUSTED
 DI3354  ______________________________________________________________________
 DI3354  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 DI3354  DYNAMIC HEIGHT  -          8.335 (meters)       27.35  (feet) COMP
 DI3354  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 DI3354
 DI3354  VERT ORDER      -  FIRST     CLASS II
 DI3354
 DI3354.The horizontal coordinates were determined by differentially corrected
 DI3354.hand held GPS observations or other comparable positioning techniques
 DI3354.and have an estimated accuracy of +/- 3 meters.
 DI3354
 DI3354.The orthometric height was determined by differential leveling and
 DI3354.adjusted by the NATIONAL GEODETIC SURVEY
 DI3354.in June 2007.
 DI3354
 DI3354.No vertical observational check was made to the station.
 DI3354
 DI3354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3354.GEOID18 height accuracy estimate available here.
 DI3354
 DI3354.Click photographs - Photos may exist for this station.
 DI3354
 DI3354.The dynamic height is computed by dividing the NAVD 88
 DI3354.geopotential number by the normal gravity value computed on the
 DI3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3354.degrees latitude (g = 980.6199 gals.).
 DI3354
 DI3354.The modeled gravity was interpolated from observed gravity values.
 DI3354
 DI3354;                    North         East    Units  Estimated Accuracy
 DI3354;SPC NJ       -   112,910.1      85,890.0     MT  (+/- 3 meters HH1 GPS) 
 DI3354
 DI3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7868310919(NAD 83)
 DI3354
 DI3354                          SUPERSEDED SURVEY CONTROL
 DI3354
 DI3354.No superseded survey control is available for this station.
 DI3354
 DI3354_MARKER: DJ = TIDAL STATION DISK
 DI3354_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3354_SP_SET: TRANSFER PUMP FOUNDATION
 DI3354_STAMPING: 8552 D 1980
 DI3354_MARK LOGO: NOS
 DI3354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3354+STABILITY: SURFACE MOTION
 DI3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3354+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2020
 DI3354
 DI3354  HISTORY     - Date     Condition        Report By
 DI3354  HISTORY     - 1980     MONUMENTED       NOS
 DI3354  HISTORY     - 20060429 GOOD             NJGS
 DI3354  HISTORY     - 20201105 GOOD             NJGS
 DI3354
 DI3354                          STATION DESCRIPTION
 DI3354
 DI3354'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DI3354'THE STATION IS PART OF THE NOS TIDAL NETWORK.  THE POINT OF CONTACT IS
 DI3354'AS FOLLOWS, PACIFIC  ENERGY PARTNERS, L.P., PACIFIC ATLANTIC TERMINALS
 DI3354'LLC, 3RD STREET AND BILLINGSPORT ROAD,  PAULSBORO, NJ 08066.  TERMINAL
 DI3354'MANAGER JOHN WILLNER, PHONE (856) 423-3432.
 DI3354'
 DI3354'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44 (EAST
 DI3354'BROAD STREET/CROWN  POINT ROAD) AND NORTH DELAWARE STREET IN
 DI3354'PAULSBORO, GO 0.9 MI (1.45 KM) NORTH NORTHWEST  ON NORTH DELAWARE
 DI3354'STREET TO THE JUNCTION WITH BILLINGSPORT ROAD, TURN RIGHT AND GO  0.3
 DI3354'MI (0.48 KM) NORTH NORTHEAST ON BILLINGSPORT ROAD TO THE JUNCTION WITH
 DI3354'FERRY ROAD,  OPPOSITE 3RD STREET, TURN LEFT AND GO 0.2 MI (0.32 KM)
 DI3354'NORTH NORTHWEST ON FERRY ROAD TO  THE PAULSBORO TERMINAL FACILITY
 DI3354'GATES AT RIVERVIEW AVENUE, PASS THROUGH THE GATE, TURN  TO THE LEFT
 DI3354'AND GO WEST NORTHWEST ON THE ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A
 DI3354'ONE  STORY BLOCK OFFICE BUILDING AHEAD, THE STATION IS AT THE PUMPING
 DI3354'AND PIPLINE AREA OF THE  COMPLEX.
 DI3354'
 DI3354'THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 4 FT
 DI3354'(1.2 M) BY 4 FT (1.2 M)  CONCRETE FOUNDATION FOR FUEL TRANSFER PUMPS
 DI3354'LEADING FROM THE RIVER VESSEL PIPES TO  THE THE FACILITY, 48 FT (14.6
 DI3354'M) NORTHEAST OF POLE NUMBER 695, 47 FT (14.2 M) SOUTHEAST OF  POLE
 DI3354'NUMBER 27, AND 29.5 FT (9.0 M) SOUTHEAST OF 8 FT (2.4 M) BY 12 FT (3.7
 DI3354'M) FUEL PUMP CONTROL  SHED BUILDING.
 DI3354
 DI3354                          STATION RECOVERY (2020)
 DI3354
 DI3354'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DI3354'NOTE, POLE NUMBER 695 IS MISSING ITS NUMBER AND THE STATION IS ABOUT 2
 DI3354'FT (0.6 M) SOUTHWEST OF THE PIPE RUNNING FROM THE BAY TO THE STORAGE
 DI3354'TANKS AND 13.5 FT (4.1 M) NORTHEAST OF THE EDGE OF ASPHALT PAVEMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4367 ***********************************************************************
 AI4367  DESIGNATION -  853 8752 C TIDAL
 AI4367  PID         -  AI4367
 AI4367  STATE/COUNTY-  NJ/CAMDEN
 AI4367  COUNTRY     -  US
 AI4367  USGS QUAD   -  CAMDEN (2019)
 AI4367
 AI4367                         *CURRENT SURVEY CONTROL
 AI4367  ______________________________________________________________________
 AI4367* NAD 83(2011) POSITION- 39 56 44.64507(N) 075 06 11.42005(W)   ADJUSTED
 AI4367* NAD 83(2011) ELLIP HT-   -30.534 (meters)        (06/27/12)   ADJUSTED
 AI4367* NAD 83(2011) EPOCH   -  2010.00
 AI4367* NAVD 88 ORTHO HEIGHT -     2.4   (meters)        8.    (feet) GPS OBS
 AI4367  ______________________________________________________________________
 AI4367  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4367  GEOID HEIGHT    -        -32.902 (meters)                     GEOID99
 AI4367  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 AI4367  NAD 83(2011) X  -  1,258,802.872 (meters)                     COMP
 AI4367  NAD 83(2011) Y  - -4,731,983.315 (meters)                     COMP
 AI4367  NAD 83(2011) Z  -  4,073,348.490 (meters)                     COMP
 AI4367  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 AI4367
 AI4367  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4367  Standards:
 AI4367         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4367            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4367  -------------------------------------------------------------------
 AI4367  NETWORK    0.67   1.14           0.31   0.22   0.58      0.10205047
 AI4367  -------------------------------------------------------------------
 AI4367  Click here for local accuracies and other accuracy information.
 AI4367
 AI4367.The horizontal coordinates were established by GPS observations
 AI4367.and adjusted by the National Geodetic Survey in June 2012.
 AI4367
 AI4367.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4367.been affixed to the stable North American tectonic plate. See 
 AI4367.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4367
 AI4367.The horizontal coordinates are valid at the epoch date displayed above
 AI4367.which is a decimal equivalence of Year/Month/Day.
 AI4367
 AI4367.The orthometric height was determined by GPS observations and a
 AI4367.high-resolution geoid model.
 AI4367
 AI4367.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4367.GEOID18 height accuracy estimate available here.
 AI4367
 AI4367.Click photographs - Photos may exist for this station.
 AI4367
 AI4367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4367
 AI4367.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4367
 AI4367.The ellipsoidal height was determined by GPS observations
 AI4367.and is referenced to NAD 83.
 AI4367
 AI4367. The following values were computed from the NAD 83(2011) position.
 AI4367
 AI4367;                    North         East     Units Scale Factor Converg.
 AI4367;SPC NJ       -   123,663.914    98,457.033   MT  0.99993270   -0 23 14.2
 AI4367;SPC NJ       -   405,720.69    323,021.12   sFT  0.99993270   -0 23 14.2
 AI4367;UTM  18      - 4,421,739.429   491,186.281   MT  0.99960096   -0 03 58.5
 AI4367
 AI4367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4367!SPC NJ       -   1.00000479  x   0.99993270  =   0.99993749
 AI4367!UTM  18      -   1.00000479  x   0.99960096  =   0.99960575
 AI4367
 AI4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9118621739(NAD 83)
 AI4367
 AI4367                          SUPERSEDED SURVEY CONTROL
 AI4367
 AI4367  NAD 83(2007)-  39 56 44.64546(N)    075 06 11.42073(W) AD(2002.00) 0
 AI4367  ELLIP H (02/10/07)  -30.527  (m)                       GP(2002.00)    
 AI4367  ELLIP H (09/25/02)  -30.478  (m)                       GP(       ) 4 1
 AI4367  NAD 83(1996)-  39 56 44.64552(N)    075 06 11.42059(W) AD(       ) 1
 AI4367  ELLIP H (03/31/00)  -30.487  (m)                       GP(       ) 3 1
 AI4367
 AI4367.Superseded values are not recommended for survey control.
 AI4367
 AI4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4367.See file dsdata.pdf to determine how the superseded data were derived.
 AI4367
 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  HISTORY     - 20210629 MARK NOT FOUND   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.
 AI4367
 AI4367                          STATION RECOVERY (2021)
 AI4367
 AI4367'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AI4367'AREA HAS UNDERGONE EXTENSIVE CHANGES, BUILDING IS GONE, APPEARS TO BE
 AI4367'A NEWER CONCRETE PAD SUPPORTING A LIGHT WHERE OTHER TIES FALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7240 ***********************************************************************
 DM7240  DESIGNATION -  853 8824 A TIDAL
 DM7240  PID         -  DM7240
 DM7240  STATE/COUNTY-  NJ/BURLINGTON
 DM7240  COUNTRY     -  US
 DM7240  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7240
 DM7240                         *CURRENT SURVEY CONTROL
 DM7240  ______________________________________________________________________
 DM7240* NAD 83(1986) POSITION- 39 58 43.     (N) 074 49 25.     (W)   SCALED
 DM7240* NAVD 88 ORTHO HEIGHT -     3.337 (meters)       10.95  (feet) ADJUSTED
 DM7240  ______________________________________________________________________
 DM7240  GEOID HEIGHT    -        -32.670 (meters)                     GEOID18
 DM7240  DYNAMIC HEIGHT  -          3.336 (meters)       10.94  (feet) COMP
 DM7240  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 DM7240
 DM7240  VERT ORDER      -  FIRST     CLASS II
 DM7240
 DM7240.The horizontal coordinates were scaled from a map and have
 DM7240.an estimated accuracy of +/- 6 seconds.
 DM7240
 DM7240.The orthometric height was determined by differential leveling and
 DM7240.adjusted by the NATIONAL GEODETIC SURVEY
 DM7240.in May 2011.
 DM7240
 DM7240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7240.GEOID18 height accuracy estimate available here.
 DM7240
 DM7240.Click photographs - Photos may exist for this station.
 DM7240
 DM7240.The dynamic height is computed by dividing the NAVD 88
 DM7240.geopotential number by the normal gravity value computed on the
 DM7240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7240.degrees latitude (g = 980.6199 gals.).
 DM7240
 DM7240.The modeled gravity was interpolated from observed gravity values.
 DM7240
 DM7240;                    North         East    Units  Estimated Accuracy
 DM7240;SPC NJ       -   127,190.      122,360.      MT  (+/- 180 meters Scaled)
 DM7240
 DM7240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK150253(NAD 83)
 DM7240
 DM7240                          SUPERSEDED SURVEY CONTROL
 DM7240
 DM7240.No superseded survey control is available for this station.
 DM7240
 DM7240_MARKER: DJ = TIDAL STATION DISK
 DM7240_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DM7240_STAMPING: 8824 A 1977
 DM7240_MARK LOGO: NOS
 DM7240_PROJECTION: RECESSED 5 CENTIMETERS
 DM7240_MAGNETIC: I = MARKER IS A STEEL ROD
 DM7240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7240+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM7240_ROD/PIPE-DEPTH: 8.5 meters
 DM7240
 DM7240  HISTORY     - Date     Condition        Report By
 DM7240  HISTORY     - 1977     MONUMENTED       NOS
 DM7240  HISTORY     - 20080507 GOOD             NJGS
 DM7240
 DM7240                          STATION DESCRIPTION
 DM7240
 DM7240'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7240'THIS STATION IS LOCATED IN THE TOWNSHIP OF HAINESPORT, AT THE JUNCTION
 DM7240'OF STATE ROUTE 38 AND LUMBERTON-HAINESORT ROAD.
 DM7240'
 DM7240'TO REACH THE STATION FROM THE INTERSECTION OF LUMBERTON-HAINESPORT
 DM7240'ROAD WITH STATE HIGHWAY 38, GO APPROXIMATELY 0.05 MI (0.1 KM)
 DM7240'SOUTHEAST ALONG LUMBERTON-HAINESPORT ROAD TO A NARROW PAVED DRIVEWAY
 DM7240'ON THE RIGHT, PROCEED SOUTHWEST 200 FT (61.0 M) ALONG DRIVEWAY TO A
 DM7240'PAVED PARKING AREA.
 DM7240'
 DM7240'THE STATION IS 25.9 FT (7.9 M) WEST-SOUTHWEST FROM THE SOUTH CORNER OF
 DM7240'HOUSE NUMBER 9, 41.1 FT (12.5 M) SOUTHEAST FROM THE WEST CORNER OF
 DM7240'HOUSE NUMBER 9, 48.2 FT (14.7 M) WEST-NORTHWEST FROM THE WEST CORNER
 DM7240'OF HOUSE NUMBER 8, 6.0 FT (1.8 M) WEST FROM THE NORTH CORNER OF THE
 DM7240'PAVED PARKING AREA AND 80.5 FT (24.5 M) NORTHWEST FROM WOOD UTILITY
 DM7240'POLE NUMBER 60915.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7241 ***********************************************************************
 DM7241  DESIGNATION -  853 8824 C TIDAL
 DM7241  PID         -  DM7241
 DM7241  STATE/COUNTY-  NJ/BURLINGTON
 DM7241  COUNTRY     -  US
 DM7241  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7241
 DM7241                         *CURRENT SURVEY CONTROL
 DM7241  ______________________________________________________________________
 DM7241* NAD 83(1986) POSITION- 39 58 44.55   (N) 074 49 22.94   (W)   HD_HELD1
 DM7241* NAVD 88 ORTHO HEIGHT -     9.059 (meters)       29.72  (feet) ADJUSTED
 DM7241  ______________________________________________________________________
 DM7241  GEOID HEIGHT    -        -32.670 (meters)                     GEOID18
 DM7241  DYNAMIC HEIGHT  -          9.055 (meters)       29.71  (feet) COMP
 DM7241  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 DM7241
 DM7241  VERT ORDER      -  FIRST     CLASS II
 DM7241
 DM7241.The horizontal coordinates were determined by differentially corrected
 DM7241.hand held GPS observations or other comparable positioning techniques
 DM7241.and have an estimated accuracy of +/- 3 meters.
 DM7241
 DM7241.The orthometric height was determined by differential leveling and
 DM7241.adjusted by the NATIONAL GEODETIC SURVEY
 DM7241.in May 2011.
 DM7241
 DM7241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7241.GEOID18 height accuracy estimate available here.
 DM7241
 DM7241.Click photographs - Photos may exist for this station.
 DM7241
 DM7241.The dynamic height is computed by dividing the NAVD 88
 DM7241.geopotential number by the normal gravity value computed on the
 DM7241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7241.degrees latitude (g = 980.6199 gals.).
 DM7241
 DM7241.The modeled gravity was interpolated from observed gravity values.
 DM7241
 DM7241;                    North         East    Units  Estimated Accuracy
 DM7241;SPC NJ       -   127,237.5     122,408.8     MT  (+/- 3 meters HH1 GPS) 
 DM7241
 DM7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1510925446(NAD 83)
 DM7241
 DM7241                          SUPERSEDED SURVEY CONTROL
 DM7241
 DM7241.No superseded survey control is available for this station.
 DM7241
 DM7241_MARKER: DJ = TIDAL STATION DISK
 DM7241_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DM7241_SP_SET: BUILDING WALL
 DM7241_STAMPING: 8824 C 1977
 DM7241_MARK LOGO: NOS
 DM7241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM7241+STABILITY: POSITION/ELEVATION WELL
 DM7241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7241+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 DM7241
 DM7241  HISTORY     - Date     Condition        Report By
 DM7241  HISTORY     - 1977     MONUMENTED       NOS
 DM7241  HISTORY     - 20080514 GOOD             NJGS
 DM7241  HISTORY     - 20140814 GOOD             BASE9
 DM7241
 DM7241                          STATION DESCRIPTION
 DM7241
 DM7241'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (EJO)
 DM7241'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF PEMBERTON, 6.4
 DM7241'MI (10.3 KM) EAST OF MOORESTOWN AND 2.1 MI (3.4 KM) WEST-SOUTHWEST OF
 DM7241'MOUNT HOLLY.
 DM7241'
 DM7241'THIS STATION IS LOCATED IN THE TOWNSHIP OF HAINESPORT SET VERTICALLY
 DM7241'2.3 FT (0.7 M) ABOVE GRADE IN THE SOUTHEAST CORNER OF A TWO STORY
 DM7241'STONE BUILDING (DUNLEAVY'S), AT THE INTERSECTION OF
 DM7241'LUMBERTON-HAINESPORT ROAD AND STATE ROUTE 38.
 DM7241'
 DM7241'THE STATION IS 70.6 FT (21.5 M) WEST OF THE CENTERLINE OF
 DM7241'LUMBERTON-HAINESPORT ROAD, 8.4 FT (2.6 M) SOUTHWEST OF THE SOUTHEAST
 DM7241'CORNER AND 33.1 FT (10.1 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 DM7241'TWO STORY BUILDING.
 DM7241
 DM7241                          STATION RECOVERY (2014)
 DM7241
 DM7241'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 DM7241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU0475  USGS QUAD   -  OCEAN CITY (2019)
 JU0475
 JU0475                         *CURRENT SURVEY CONTROL
 JU0475  ______________________________________________________________________
 JU0475* NAD 83(1986) POSITION- 39 18 34.     (N) 074 31 49.     (W)   SCALED
 JU0475* NAVD 88 ORTHO HEIGHT -     2.397 (meters)        7.86  (feet) ADJUSTED
 JU0475  ______________________________________________________________________
 JU0475  GEOID HEIGHT    -        -34.538 (meters)                     GEOID18
 JU0475  DYNAMIC HEIGHT  -          2.396 (meters)        7.86  (feet) COMP
 JU0475  MODELED GRAVITY -    980,102.4   (mgal)                       NAVD 88
 JU0475
 JU0475  VERT ORDER      -  SECOND    CLASS 0
 JU0475
 JU0475.The horizontal coordinates were scaled from a map and have
 JU0475.an estimated accuracy of +/- 6 seconds.
 JU0475
 JU0475.The orthometric height was determined by differential leveling and
 JU0475.adjusted by the NATIONAL GEODETIC SURVEY
 JU0475.in June 1991.
 JU0475
 JU0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0475.GEOID18 height accuracy estimate available here.
 JU0475
 JU0475.This Tidal Bench Mark is designated as VM 2739
 JU0475.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0475
 JU0475.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ404512(NAD 83)
 JU0475
 JU0475                          SUPERSEDED SURVEY CONTROL
 JU0475
 JU0475  NGVD 29 (04/16/92)    2.787  (m)            9.14   (f) ADJUSTED    2 0
 JU0475  NGVD 29 (??/??/87)    2.790  (m)            9.15   (f) SUPERSEDED  2 0
 JU0475
 JU0475.Superseded values are not recommended for survey control.
 JU0475
 JU0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0475.See file dsdata.pdf to determine how the superseded data were derived.
 JU0475
 JU0475_MARKER: DB = BENCH MARK DISK
 JU0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0475_SP_SET: BUILDING
 JU0475_STAMPING: NO 4
 JU0475_MARK LOGO: CGS
 JU0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AB6686  USGS QUAD   -  CAMDEN (2019)
 AB6686
 AB6686                         *CURRENT SURVEY CONTROL
 AB6686  ______________________________________________________________________
 AB6686* NAD 83(1986) POSITION- 39 59 38.9    (N) 075 01 37.9    (W)   HD_HELD2
 AB6686* NAVD 88 ORTHO HEIGHT -     2.824 (meters)        9.27  (feet) ADJUSTED
 AB6686  ______________________________________________________________________
 AB6686  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 AB6686  DYNAMIC HEIGHT  -          2.823 (meters)        9.26  (feet) COMP
 AB6686  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 AB6686
 AB6686  VERT ORDER      -  FIRST     CLASS II
 AB6686
 AB6686.The horizontal coordinates were established by autonomous hand held GPS
 AB6686.observations and have an estimated accuracy of +/- 10 meters.
 AB6686
 AB6686.The orthometric height was determined by differential leveling and
 AB6686.adjusted by the NATIONAL GEODETIC SURVEY
 AB6686.in September 1996.
 AB6686
 AB6686.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6686.GEOID18 height accuracy estimate available here.
 AB6686
 AB6686.This Tidal Bench Mark is designated as VM 2865
 AB6686.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB6686
 AB6686.Click photographs - Photos may exist for this station.
 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       -   128,997.      104,981.      MT  (+/- 10 meters HH2 GPS)
 AB6686
 AB6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9767827107(NAD 83)
 AB6686
 AB6686                          SUPERSEDED SURVEY CONTROL
 AB6686
 AB6686.No superseded survey control is available for this station.
 AB6686
 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 - February 16, 2007
 AB6686_ROD/PIPE-DEPTH: 30 meters
 AB6686
 AB6686  HISTORY     - Date     Condition        Report By
 AB6686  HISTORY     - 1977     MONUMENTED       PORTER
 AB6686  HISTORY     - 19950824 GOOD             NJGS
 AB6686  HISTORY     - 20070216 GOOD             UE
 AB6686  HISTORY     - 20100621 GOOD             GEOCAC
 AB6686  HISTORY     - 20100705 GOOD             GEOCAC
 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.
 AB6686
 AB6686                          STATION RECOVERY (2007)
 AB6686
 AB6686'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB6686'RECOVERED IN GOOD CONDITION.
 AB6686
 AB6686                          STATION RECOVERY (2010)
 AB6686
 AB6686'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 AB6686'DISK IS IN AN OVERGROWN, WOODED AREA MARKED BY A WODDEN STAKE WITH AN
 AB6686'ORANGE STREAMER.
 AB6686'ONE CORRECTION TO ORIGINAL DESCRIPTION - IT APPEARS THAT, STARTING AT
 AB6686'OXFORD RD, THERE IS TODAY A SHORT CONNECTOR ROAD BETWEEN PUBLIC RD AND
 AB6686'FAIRFAX DR CALLED HILTON RD.  HOUSE NUMBER 198 APPEARS TO BE A HILTON
 AB6686'RD ADDRESS.
 AB6686
 AB6686                          STATION RECOVERY (2010)
 AB6686
 AB6686'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 AB6686'DISK IS A STANDARD US COAST AND GEODETIC SURVEY TIDAL BENCH MARK DISK.
 AB6686'THE MARK IS IN AN OVERGROWN, WOODED AREA
 AB6686'A SURVEYORS STAKE WITH ORANGE PLASTIC RIBBON IS WITHIN ABOUT 1 FOOT
 AB6686'ROUGHLY SOUTHEAST OF MARK.
 AB6686'TREES MAKE SATELLITE VIEWS PROBLEMATIC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AB6685  USGS QUAD   -  FRANKFORD (2019)
 AB6685
 AB6685                         *CURRENT SURVEY CONTROL
 AB6685  ______________________________________________________________________
 AB6685* NAD 83(1986) POSITION- 40 00 43.86   (N) 075 00 27.84   (W)   HD_HELD1
 AB6685* NAVD 88 ORTHO HEIGHT -     3.557 (meters)       11.67  (feet) ADJUSTED
 AB6685  ______________________________________________________________________
 AB6685  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 AB6685  DYNAMIC HEIGHT  -          3.556 (meters)       11.67  (feet) COMP
 AB6685  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 AB6685
 AB6685  VERT ORDER      -  FIRST     CLASS II
 AB6685
 AB6685.The horizontal coordinates were determined by differentially corrected
 AB6685.hand held GPS observations or other comparable positioning techniques
 AB6685.and have an estimated accuracy of +/- 3 meters.
 AB6685
 AB6685.The orthometric height was determined by differential leveling and
 AB6685.adjusted by the NATIONAL GEODETIC SURVEY
 AB6685.in September 1996.
 AB6685
 AB6685.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6685.GEOID18 height accuracy estimate available here.
 AB6685
 AB6685.This Tidal Bench Mark is designated as VM 2872
 AB6685.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB6685
 AB6685.Click photographs - Photos may exist for this station.
 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       -   130,990.5     106,654.6     MT  (+/- 3 meters HH1 GPS) 
 AB6685
 AB6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9934029109(NAD 83)
 AB6685
 AB6685                          SUPERSEDED SURVEY CONTROL
 AB6685
 AB6685.No superseded survey control is available for this station.
 AB6685
 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 - June 23, 2007
 AB6685
 AB6685  HISTORY     - Date     Condition        Report By
 AB6685  HISTORY     - 1977     MONUMENTED       PORTER
 AB6685  HISTORY     - 19950824 GOOD             NJGS
 AB6685  HISTORY     - 20070623 GOOD             UE
 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.
 AB6685
 AB6685                          STATION RECOVERY (2007)
 AB6685
 AB6685'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB6685'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AB6683  USGS QUAD   -  FRANKFORD (2019)
 AB6683
 AB6683                         *CURRENT SURVEY CONTROL
 AB6683  ______________________________________________________________________
 AB6683* NAD 83(1986) POSITION- 40 00 42.2    (N) 075 00 32.2    (W)   HD_HELD2
 AB6683* NAVD 88 ORTHO HEIGHT -     3.918 (meters)       12.85  (feet) ADJUSTED
 AB6683  ______________________________________________________________________
 AB6683  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 AB6683  DYNAMIC HEIGHT  -          3.917 (meters)       12.85  (feet) COMP
 AB6683  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 AB6683
 AB6683  VERT ORDER      -  FIRST     CLASS II
 AB6683
 AB6683.The horizontal coordinates were established by autonomous hand held GPS
 AB6683.observations and have an estimated accuracy of +/- 10 meters.
 AB6683
 AB6683.The orthometric height was determined by differential leveling and
 AB6683.adjusted by the NATIONAL GEODETIC SURVEY
 AB6683.in September 1996.
 AB6683
 AB6683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6683.GEOID18 height accuracy estimate available here.
 AB6683
 AB6683.This Tidal Bench Mark is designated as VM 2873
 AB6683.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB6683
 AB6683.Click photographs - Photos may exist for this station.
 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       -   130,940.      106,551.      MT  (+/- 10 meters HH2 GPS)
 AB6683
 AB6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9923629058(NAD 83)
 AB6683
 AB6683                          SUPERSEDED SURVEY CONTROL
 AB6683
 AB6683.No superseded survey control is available for this station.
 AB6683
 AB6683_MARKER: DJ = TIDAL STATION DISK
 AB6683_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB6683+WITH SETTING: PAVEMENT
 AB6683_SP_SET: MANHOLE CHAMBER
 AB6683_STAMPING: 8875 D 1977
 AB6683_MARK LOGO: NOS
 AB6683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6683+STABILITY: SURFACE MOTION
 AB6683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6683+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2025
 AB6683
 AB6683  HISTORY     - Date     Condition        Report By
 AB6683  HISTORY     - 1977     MONUMENTED       PORTER
 AB6683  HISTORY     - 19950918 GOOD             NJGS
 AB6683  HISTORY     - 20070623 GOOD             UE
 AB6683  HISTORY     - 20251022 GOOD             AAAS
 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.
 AB6683
 AB6683                          STATION RECOVERY (2007)
 AB6683
 AB6683'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB6683'RECOVERED IN GOOD CONDITION.
 AB6683
 AB6683                          STATION RECOVERY (2025)
 AB6683
 AB6683'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AB6683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI9763  USGS QUAD   -  BEVERLY (2016)
 AI9763
 AI9763                         *CURRENT SURVEY CONTROL
 AI9763  ______________________________________________________________________
 AI9763* NAD 83(1986) POSITION- 40 01 35.     (N) 074 55 55.     (W)   SCALED
 AI9763* NAVD 88 ORTHO HEIGHT -     5.510 (meters)       18.08  (feet) ADJUSTED
 AI9763  ______________________________________________________________________
 AI9763  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 AI9763  DYNAMIC HEIGHT  -          5.508 (meters)       18.07  (feet) COMP
 AI9763  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 AI9763
 AI9763  VERT ORDER      -  SECOND    CLASS I
 AI9763
 AI9763.The horizontal coordinates were scaled from a map and have
 AI9763.an estimated accuracy of +/- 6 seconds.
 AI9763
 AI9763.The orthometric height was determined by differential leveling and
 AI9763.adjusted by the NATIONAL GEODETIC SURVEY
 AI9763.in March 2001.
 AI9763
 AI9763.No vertical observational check was made to the station.
 AI9763
 AI9763.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9763.GEOID18 height accuracy estimate available here.
 AI9763
 AI9763.This Tidal Bench Mark is designated as VM 2875
 AI9763.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9763
 AI9763.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK058306(NAD 83)
 AI9763
 AI9763                          SUPERSEDED SURVEY CONTROL
 AI9763
 AI9763.No superseded survey control is available for this station.
 AI9763
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI9764  USGS QUAD   -  BEVERLY (2016)
 AI9764
 AI9764                         *CURRENT SURVEY CONTROL
 AI9764  ______________________________________________________________________
 AI9764* NAD 83(1986) POSITION- 40 01 38.     (N) 074 55 57.     (W)   SCALED
 AI9764* NAVD 88 ORTHO HEIGHT -     7.328 (meters)       24.04  (feet) ADJUSTED
 AI9764  ______________________________________________________________________
 AI9764  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 AI9764  DYNAMIC HEIGHT  -          7.325 (meters)       24.03  (feet) COMP
 AI9764  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 AI9764
 AI9764  VERT ORDER      -  SECOND    CLASS I
 AI9764
 AI9764.The horizontal coordinates were scaled from a map and have
 AI9764.an estimated accuracy of +/- 6 seconds.
 AI9764
 AI9764.The orthometric height was determined by differential leveling and
 AI9764.adjusted by the NATIONAL GEODETIC SURVEY
 AI9764.in March 2001.
 AI9764
 AI9764.No vertical observational check was made to the station.
 AI9764
 AI9764.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9764.GEOID18 height accuracy estimate available here.
 AI9764
 AI9764.This Tidal Bench Mark is designated as VM 2876
 AI9764.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9764
 AI9764.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK057307(NAD 83)
 AI9764
 AI9764                          SUPERSEDED SURVEY CONTROL
 AI9764
 AI9764.No superseded survey control is available for this station.
 AI9764
 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 = JULY 24, 2026 22:12:30 EDT
 KV6652 ***********************************************************************
 KV6652  DESIGNATION -  853 8921 F TIDAL
 KV6652  PID         -  KV6652
 KV6652  STATE/COUNTY-  NJ/BURLINGTON
 KV6652  COUNTRY     -  US
 KV6652  USGS QUAD   -  BEVERLY (2016)
 KV6652
 KV6652                         *CURRENT SURVEY CONTROL
 KV6652  ______________________________________________________________________
 KV6652* NAD 83(2011) POSITION- 40 01 45.82554(N) 074 55 54.54922(W)   ADJUSTED
 KV6652* NAD 83(2011) ELLIP HT-   -23.506 (meters)        (06/27/12)   ADJUSTED
 KV6652* NAD 83(2011) EPOCH   -  2010.00
 KV6652* NAVD 88 ORTHO HEIGHT -     9.348 (meters)       30.67  (feet) ADJUSTED
 KV6652  ______________________________________________________________________
 KV6652  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 KV6652  NAD 83(2011) X  -  1,271,398.572 (meters)                     COMP
 KV6652  NAD 83(2011) Y  - -4,722,438.476 (meters)                     COMP
 KV6652  NAD 83(2011) Z  -  4,080,470.269 (meters)                     COMP
 KV6652  LAPLACE CORR    -          2.60  (seconds)                    DEFLEC18
 KV6652  DYNAMIC HEIGHT  -          9.344 (meters)       30.66  (feet) COMP
 KV6652  MODELED GRAVITY -    980,195.2   (mgal)                       NAVD 88
 KV6652
 KV6652  VERT ORDER      -  SECOND    CLASS I
 KV6652
 KV6652  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6652  Standards:
 KV6652         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6652            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6652  -------------------------------------------------------------------
 KV6652  NETWORK    0.49   0.90           0.23   0.16   0.46      0.03347505
 KV6652  -------------------------------------------------------------------
 KV6652  Click here for local accuracies and other accuracy information.
 KV6652
 KV6652.The horizontal coordinates were established by GPS observations
 KV6652.and adjusted by the National Geodetic Survey in June 2012.
 KV6652
 KV6652.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6652.been affixed to the stable North American tectonic plate. See 
 KV6652.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6652
 KV6652.The horizontal coordinates are valid at the epoch date displayed above
 KV6652.which is a decimal equivalence of Year/Month/Day.
 KV6652
 KV6652.The orthometric height was determined by differential leveling and
 KV6652.adjusted by the NATIONAL GEODETIC SURVEY
 KV6652.in January 1994.
 KV6652
 KV6652.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6652.GEOID18 height accuracy estimate available here.
 KV6652
 KV6652.Click photographs - Photos may exist for this station.
 KV6652
 KV6652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6652
 KV6652.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6652
 KV6652.The ellipsoidal height was determined by GPS observations
 KV6652.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6652
 KV6652;                    North         East     Units Scale Factor Converg.
 KV6652;SPC NJ       -   132,867.390   113,144.733   MT  0.99991672   -0 16 39.9
 KV6652;SPC NJ       -   435,915.76    371,209.01   sFT  0.99991672   -0 16 39.9
 KV6652;UTM  18      - 4,431,022.120   505,817.394   MT  0.99960042   +0 02 37.9
 KV6652
 KV6652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6652!SPC NJ       -   1.00000369  x   0.99991672  =   0.99992041
 KV6652!UTM  18      -   1.00000369  x   0.99960042  =   0.99960411
 KV6652
 KV6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0581731022(NAD 83)
 KV6652
 KV6652                          SUPERSEDED SURVEY CONTROL
 KV6652
 KV6652  NAD 83(2007)-  40 01 45.82594(N)    074 55 54.54983(W) AD(2002.00) 0
 KV6652  ELLIP H (02/10/07)  -23.500  (m)                       GP(2002.00)    
 KV6652  ELLIP H (10/23/02)  -23.466  (m)                       GP(       ) 4 1
 KV6652  NAD 83(1996)-  40 01 45.82590(N)    074 55 54.54983(W) AD(       ) 1
 KV6652  ELLIP H (05/14/99)  -23.469  (m)                       GP(       ) 4 1
 KV6652  NAD 83(1992)-  40 01 45.82524(N)    074 55 54.54992(W) AD(       ) 1
 KV6652  ELLIP H (12/16/96)  -23.495  (m)                       GP(       ) 2 1
 KV6652  NAVD 88               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
 KV6652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6652.See file dsdata.pdf to determine how the superseded data were derived.
 KV6652
 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 16, 2025
 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  HISTORY     - 20230713 GOOD             BASE9
 KV6652  HISTORY     - 20251016 GOOD             AAAS
 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.
 KV6652
 KV6652                          STATION RECOVERY (2023)
 KV6652
 KV6652'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2023 (DRD)
 KV6652'RECOVERED IN GOOD CONDITION.
 KV6652
 KV6652                          STATION RECOVERY (2025)
 KV6652
 KV6652'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV6652'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9765 ***********************************************************************
 AI9765  DESIGNATION -  853 8921 G TIDAL
 AI9765  PID         -  AI9765
 AI9765  STATE/COUNTY-  NJ/BURLINGTON
 AI9765  COUNTRY     -  US
 AI9765  USGS QUAD   -  BEVERLY (2016)
 AI9765
 AI9765                         *CURRENT SURVEY CONTROL
 AI9765  ______________________________________________________________________
 AI9765* NAD 83(1986) POSITION- 40 01 41.41   (N) 074 55 58.16   (W)   HD_HELD1
 AI9765* NAVD 88 ORTHO HEIGHT -    13.300 (meters)       43.64  (feet) ADJUSTED
 AI9765  ______________________________________________________________________
 AI9765  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 AI9765  DYNAMIC HEIGHT  -         13.294 (meters)       43.62  (feet) COMP
 AI9765  MODELED GRAVITY -    980,195.3   (mgal)                       NAVD 88
 AI9765
 AI9765  VERT ORDER      -  SECOND    CLASS I
 AI9765
 AI9765.The horizontal coordinates were determined by differentially corrected
 AI9765.hand held GPS observations or other comparable positioning techniques
 AI9765.and have an estimated accuracy of +/- 3 meters.
 AI9765
 AI9765.The orthometric height was determined by differential leveling and
 AI9765.adjusted by the NATIONAL GEODETIC SURVEY
 AI9765.in March 2001.
 AI9765
 AI9765.No vertical observational check was made to the station.
 AI9765
 AI9765.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9765.GEOID18 height accuracy estimate available here.
 AI9765
 AI9765.Click photographs - Photos may exist for this station.
 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       -   132,731.6     113,058.5     MT  (+/- 3 meters HH1 GPS) 
 AI9765
 AI9765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0573130885(NAD 83)
 AI9765
 AI9765                          SUPERSEDED SURVEY CONTROL
 AI9765
 AI9765.No superseded survey control is available for this station.
 AI9765
 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 NOT SUITABLE FOR
 AI9765+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2014
 AI9765
 AI9765  HISTORY     - Date     Condition        Report By
 AI9765  HISTORY     - UNK      MONUMENTED       NJGS
 AI9765  HISTORY     - 19981209 GOOD             NJGS
 AI9765  HISTORY     - 20140814 GOOD             BASE9
 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.
 AI9765
 AI9765                          STATION RECOVERY (2014)
 AI9765
 AI9765'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 AI9765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9766 ***********************************************************************
 AI9766  DESIGNATION -  853 8921 J TIDAL
 AI9766  PID         -  AI9766
 AI9766  STATE/COUNTY-  NJ/BURLINGTON
 AI9766  COUNTRY     -  US
 AI9766  USGS QUAD   -  BEVERLY (2016)
 AI9766
 AI9766                         *CURRENT SURVEY CONTROL
 AI9766  ______________________________________________________________________
 AI9766* NAD 83(1986) POSITION- 40 01 46.50   (N) 074 55 51.61   (W)   HD_HELD1
 AI9766* NAVD 88 ORTHO HEIGHT -     7.530 (meters)       24.70  (feet) ADJUSTED
 AI9766  ______________________________________________________________________
 AI9766  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 AI9766  DYNAMIC HEIGHT  -          7.527 (meters)       24.69  (feet) COMP
 AI9766  MODELED GRAVITY -    980,195.2   (mgal)                       NAVD 88
 AI9766
 AI9766  VERT ORDER      -  SECOND    CLASS I
 AI9766
 AI9766.The horizontal coordinates were determined by differentially corrected
 AI9766.hand held GPS observations or other comparable positioning techniques
 AI9766.and have an estimated accuracy of +/- 3 meters.
 AI9766
 AI9766.The orthometric height was determined by differential leveling and
 AI9766.adjusted by the NATIONAL GEODETIC SURVEY
 AI9766.in March 2001.
 AI9766
 AI9766.No vertical observational check was made to the station.
 AI9766
 AI9766.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9766.GEOID18 height accuracy estimate available here.
 AI9766
 AI9766.Click photographs - Photos may exist for this station.
 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       -   132,887.9     113,214.5     MT  (+/- 3 meters HH1 GPS) 
 AI9766
 AI9766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0588731042(NAD 83)
 AI9766
 AI9766                          SUPERSEDED SURVEY CONTROL
 AI9766
 AI9766.No superseded survey control is available for this station.
 AI9766
 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_PROJECTION: RECESSED 5 CENTIMETERS
 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 - October 16, 2025
 AI9766
 AI9766  HISTORY     - Date     Condition        Report By
 AI9766  HISTORY     - 1998     MONUMENTED       NJGS
 AI9766  HISTORY     - 19981209 GOOD             NJGS
 AI9766  HISTORY     - 20140814 GOOD             BASE9
 AI9766  HISTORY     - 20221206 GOOD             NJGS
 AI9766  HISTORY     - 20251016 GOOD             AAAS
 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.
 AI9766
 AI9766                          STATION RECOVERY (2014)
 AI9766
 AI9766'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 AI9766'RECOVERED IN GOOD CONDITION.
 AI9766
 AI9766                          STATION RECOVERY (2022)
 AI9766
 AI9766'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 AI9766'RECOVERED IN GOOD CONDITION.
 AI9766
 AI9766                          STATION RECOVERY (2025)
 AI9766
 AI9766'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AI9766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6660  USGS QUAD   -  BRISTOL (2019)
 KV6660
 KV6660                         *CURRENT SURVEY CONTROL
 KV6660  ______________________________________________________________________
 KV6660* NAD 83(1986) POSITION- 40 04 27.     (N) 074 50 53.     (W)   SCALED
 KV6660* NAVD 88 ORTHO HEIGHT -     3.788 (meters)       12.43  (feet) ADJUSTED
 KV6660  ______________________________________________________________________
 KV6660  GEOID HEIGHT    -        -32.837 (meters)                     GEOID18
 KV6660  DYNAMIC HEIGHT  -          3.786 (meters)       12.42  (feet) COMP
 KV6660  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 KV6660
 KV6660  VERT ORDER      -  FIRST     CLASS II
 KV6660
 KV6660.The horizontal coordinates were scaled from a map and have
 KV6660.an estimated accuracy of +/- 6 seconds.
 KV6660
 KV6660.The orthometric height was determined by differential leveling and
 KV6660.adjusted by the NATIONAL GEODETIC SURVEY
 KV6660.in January 1994.
 KV6660
 KV6660.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6660.GEOID18 height accuracy estimate available here.
 KV6660
 KV6660.This Tidal Bench Mark is designated as VM 2880
 KV6660.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV6660
 KV6660.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK129360(NAD 83)
 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
 KV6660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6660.See file dsdata.pdf to determine how the superseded data were derived.
 KV6660
 KV6660_MARKER: DD = SURVEY DISK
 KV6660_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6660_SP_SET: 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  HISTORY     - 20071110 MARK NOT FOUND   UE
 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.
 KV6660
 KV6660                          STATION RECOVERY (2007)
 KV6660
 KV6660'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV6660'DISK HAD BEEN BROKEN OFF. ONLY STEM AND GROUT REMAIN ON CONCRETE
 KV6660'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6661  USGS QUAD   -  BRISTOL (2019)
 KV6661
 KV6661                         *CURRENT SURVEY CONTROL
 KV6661  ______________________________________________________________________
 KV6661* NAD 83(1986) POSITION- 40 04 26.9    (N) 074 50 54.5    (W)   HD_HELD2
 KV6661* NAVD 88 ORTHO HEIGHT -     4.456 (meters)       14.62  (feet) ADJUSTED
 KV6661  ______________________________________________________________________
 KV6661  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 KV6661  DYNAMIC HEIGHT  -          4.454 (meters)       14.61  (feet) COMP
 KV6661  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 KV6661
 KV6661  VERT ORDER      -  FIRST     CLASS II
 KV6661
 KV6661.The horizontal coordinates were established by autonomous hand held GPS
 KV6661.observations and have an estimated accuracy of +/- 10 meters.
 KV6661
 KV6661.The orthometric height was determined by differential leveling and
 KV6661.adjusted by the NATIONAL GEODETIC SURVEY
 KV6661.in January 1994.
 KV6661
 KV6661.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6661.GEOID18 height accuracy estimate available here.
 KV6661
 KV6661.This Tidal Bench Mark is designated as VM 2881
 KV6661.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV6661
 KV6661.Click photographs - Photos may exist for this station.
 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       -   137,804.      120,278.      MT  (+/- 10 meters HH2 GPS)
 KV6661
 KV6661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1292035996(NAD 83)
 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
 KV6661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6661.See file dsdata.pdf to determine how the superseded data were derived.
 KV6661
 KV6661_MARKER: DD = SURVEY DISK
 KV6661_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6661_SP_SET: 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  HISTORY     - 20080404 GOOD             INDIV
 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.
 KV6661
 KV6661                          STATION RECOVERY (2008)
 KV6661
 KV6661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JPT)
 KV6661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6662  USGS QUAD   -  BRISTOL (2019)
 KV6662
 KV6662                         *CURRENT SURVEY CONTROL
 KV6662  ______________________________________________________________________
 KV6662* NAD 83(2011) POSITION- 40 04 28.32534(N) 074 50 54.54839(W)   ADJUSTED
 KV6662* NAD 83(2011) ELLIP HT-   -29.966 (meters)        (06/27/12)   ADJUSTED
 KV6662* NAD 83(2011) EPOCH   -  2010.00
 KV6662* NAVD 88 ORTHO HEIGHT -     2.891 (meters)        9.48  (feet) ADJUSTED
 KV6662  ______________________________________________________________________
 KV6662  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 KV6662  NAD 83(2011) X  -  1,277,421.499 (meters)                     COMP
 KV6662  NAD 83(2011) Y  - -4,717,466.510 (meters)                     COMP
 KV6662  NAD 83(2011) Z  -  4,084,302.602 (meters)                     COMP
 KV6662  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC18
 KV6662  DYNAMIC HEIGHT  -          2.890 (meters)        9.48  (feet) COMP
 KV6662  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 KV6662
 KV6662  VERT ORDER      -  FIRST     CLASS II
 KV6662
 KV6662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6662  Standards:
 KV6662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6662  -------------------------------------------------------------------
 KV6662  NETWORK    0.37   0.69           0.17   0.13   0.35      0.01585218
 KV6662  -------------------------------------------------------------------
 KV6662  Click here for local accuracies and other accuracy information.
 KV6662
 KV6662.The horizontal coordinates were established by GPS observations
 KV6662.and adjusted by the National Geodetic Survey in June 2012.
 KV6662
 KV6662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6662.been affixed to the stable North American tectonic plate. See 
 KV6662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6662
 KV6662.The horizontal coordinates are valid at the epoch date displayed above
 KV6662.which is a decimal equivalence of Year/Month/Day.
 KV6662
 KV6662.The orthometric height was determined by differential leveling and
 KV6662.adjusted by the NATIONAL GEODETIC SURVEY
 KV6662.in January 1994.
 KV6662
 KV6662.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6662.GEOID18 height accuracy estimate available here.
 KV6662
 KV6662.This Tidal Bench Mark is designated as VM 2882
 KV6662.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV6662
 KV6662.Click photographs - Photos may exist for this station.
 KV6662
 KV6662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6662
 KV6662.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6662
 KV6662.The ellipsoidal height was determined by GPS observations
 KV6662.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6662
 KV6662;                    North         East     Units Scale Factor Converg.
 KV6662;SPC NJ       -   137,847.773   120,276.787   MT  0.99991087   -0 13 27.7
 KV6662;SPC NJ       -   452,255.57    394,608.09   sFT  0.99991087   -0 13 27.7
 KV6662;UTM  18      - 4,436,040.905   512,919.148   MT  0.99960205   +0 05 51.2
 KV6662
 KV6662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6662!SPC NJ       -   1.00000470  x   0.99991087  =   0.99991557
 KV6662!UTM  18      -   1.00000470  x   0.99960205  =   0.99960675
 KV6662
 KV6662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1291936040(NAD 83)
 KV6662
 KV6662                          SUPERSEDED SURVEY CONTROL
 KV6662
 KV6662  NAD 83(2007)-  40 04 28.32577(N)    074 50 54.54903(W) AD(2002.00) 0
 KV6662  ELLIP H (02/10/07)  -29.959  (m)                       GP(2002.00)    
 KV6662  ELLIP H (10/23/02)  -29.918  (m)                       GP(       ) 4 1
 KV6662  NAD 83(1996)-  40 04 28.32577(N)    074 50 54.54903(W) AD(       ) 1
 KV6662  ELLIP H (05/14/99)  -29.923  (m)                       GP(       ) 4 1
 KV6662  NAD 83(1992)-  40 04 28.32503(N)    074 50 54.54915(W) AD(       ) 1
 KV6662  ELLIP H (12/16/96)  -29.955  (m)                       GP(       ) 2 1
 KV6662  NAVD 88               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
 KV6662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6662.See file dsdata.pdf to determine how the superseded data were derived.
 KV6662
 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 - October 17, 2024
 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  HISTORY     - 20080404 GOOD             INDIV
 KV6662  HISTORY     - 20241017 GOOD             AAAS
 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.
 KV6662
 KV6662                          STATION RECOVERY (2008)
 KV6662
 KV6662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JPT)
 KV6662'RECOVERED IN GOOD CONDITION.
 KV6662
 KV6662                          STATION RECOVERY (2024)
 KV6662
 KV6662'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6663  USGS QUAD   -  BRISTOL (2019)
 KV6663
 KV6663                         *CURRENT SURVEY CONTROL
 KV6663  ______________________________________________________________________
 KV6663* NAD 83(1986) POSITION- 40 04 28.     (N) 074 50 57.     (W)   SCALED
 KV6663* NAVD 88 ORTHO HEIGHT -     2.085 (meters)        6.84  (feet) ADJUSTED
 KV6663  ______________________________________________________________________
 KV6663  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 KV6663  DYNAMIC HEIGHT  -          2.084 (meters)        6.84  (feet) COMP
 KV6663  MODELED GRAVITY -    980,193.9   (mgal)                       NAVD 88
 KV6663
 KV6663  VERT ORDER      -  FIRST     CLASS II
 KV6663
 KV6663.The horizontal coordinates were scaled from a map and have
 KV6663.an estimated accuracy of +/- 6 seconds.
 KV6663
 KV6663.The orthometric height was determined by differential leveling and
 KV6663.adjusted by the NATIONAL GEODETIC SURVEY
 KV6663.in January 1994.
 KV6663
 KV6663.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6663.GEOID18 height accuracy estimate available here.
 KV6663
 KV6663.This Tidal Bench Mark is designated as VM 2883
 KV6663.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV6663
 KV6663.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK128360(NAD 83)
 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
 KV6663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6663.See file dsdata.pdf to determine how the superseded data were derived.
 KV6663
 KV6663_MARKER: DD = SURVEY DISK
 KV6663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6663_SP_SET: 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  HISTORY     - 20080718 MARK NOT FOUND   UE
 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.
 KV6663
 KV6663                          STATION RECOVERY (2008)
 KV6663
 KV6663'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV6663'THERE IS NO EVIDENCE OF A DISK ON THE SOUTHWEST ABUTMENT AS IT NOW
 KV6663'EXISTS. IT APPEARS AS IF THE BRIDGE HAD BEEN WIDENED TO INCLUDE A
 KV6663'SIDEWALK ON THE NORTHWEST SIDE, AND THAT THE PORTION OF THE ABUTMENT
 KV6663'CONTAINING THE DISK WAS PROBABLY SAWCUT A FEW INCHES . THE STANDPIPE
 KV6663'IS STILL THERE, BUT IS LESS THAN 6.2 FEET FROM THE EDGE OF THE
 KV6663'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI9759  USGS QUAD   -  BEVERLY (2016)
 AI9759
 AI9759                         *CURRENT SURVEY CONTROL
 AI9759  ______________________________________________________________________
 AI9759* NAD 83(1986) POSITION- 40 04 43.     (N) 074 52 32.     (W)   SCALED
 AI9759* NAVD 88 ORTHO HEIGHT -     3.531 (meters)       11.58  (feet) ADJUSTED
 AI9759  ______________________________________________________________________
 AI9759  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 AI9759  DYNAMIC HEIGHT  -          3.530 (meters)       11.58  (feet) COMP
 AI9759  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 AI9759
 AI9759  VERT ORDER      -  FIRST     CLASS II
 AI9759
 AI9759.The horizontal coordinates were scaled from a map and have
 AI9759.an estimated accuracy of +/- 6 seconds.
 AI9759
 AI9759.The orthometric height was determined by differential leveling and
 AI9759.adjusted by the NATIONAL GEODETIC SURVEY
 AI9759.in March 2001.
 AI9759
 AI9759.No vertical observational check was made to the station.
 AI9759
 AI9759.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9759.GEOID18 height accuracy estimate available here.
 AI9759
 AI9759.This Tidal Bench Mark is designated as VM 2884
 AI9759.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9759
 AI9759.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK106364(NAD 83)
 AI9759
 AI9759                          SUPERSEDED SURVEY CONTROL
 AI9759
 AI9759.No superseded survey control is available for this station.
 AI9759
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI9758  USGS QUAD   -  BRISTOL (2019)
 AI9758
 AI9758                         *CURRENT SURVEY CONTROL
 AI9758  ______________________________________________________________________
 AI9758* NAD 83(1986) POSITION- 40 04 41.81   (N) 074 52 26.35   (W)   HD_HELD1
 AI9758* NAVD 88 ORTHO HEIGHT -     3.513 (meters)       11.53  (feet) ADJUSTED
 AI9758  ______________________________________________________________________
 AI9758  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 AI9758  DYNAMIC HEIGHT  -          3.512 (meters)       11.52  (feet) COMP
 AI9758  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 AI9758
 AI9758  VERT ORDER      -  FIRST     CLASS II
 AI9758
 AI9758.The horizontal coordinates were determined by differentially corrected
 AI9758.hand held GPS observations or other comparable positioning techniques
 AI9758.and have an estimated accuracy of +/- 3 meters.
 AI9758
 AI9758.The orthometric height was determined by differential leveling and
 AI9758.adjusted by the NATIONAL GEODETIC SURVEY
 AI9758.in March 2001.
 AI9758
 AI9758.No vertical observational check was made to the station.
 AI9758
 AI9758.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9758.GEOID18 height accuracy estimate available here.
 AI9758
 AI9758.This Tidal Bench Mark is designated as VM 2885
 AI9758.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9758
 AI9758.Click photographs - Photos may exist for this station.
 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       -   138,272.5     118,103.5     MT  (+/- 3 meters HH1 GPS) 
 AI9758
 AI9758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1074436453(NAD 83)
 AI9758
 AI9758                          SUPERSEDED SURVEY CONTROL
 AI9758
 AI9758.No superseded survey control is available for this station.
 AI9758
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI9760  USGS QUAD   -  BRISTOL (2019)
 AI9760
 AI9760                         *CURRENT SURVEY CONTROL
 AI9760  ______________________________________________________________________
 AI9760* NAD 83(1986) POSITION- 40 04 37.78   (N) 074 52 26.01   (W)   HD_HELD1
 AI9760* NAVD 88 ORTHO HEIGHT -     2.715 (meters)        8.91  (feet) ADJUSTED
 AI9760  ______________________________________________________________________
 AI9760  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 AI9760  DYNAMIC HEIGHT  -          2.714 (meters)        8.90  (feet) COMP
 AI9760  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 AI9760
 AI9760  VERT ORDER      -  FIRST     CLASS II
 AI9760
 AI9760.The horizontal coordinates were determined by differentially corrected
 AI9760.hand held GPS observations or other comparable positioning techniques
 AI9760.and have an estimated accuracy of +/- 3 meters.
 AI9760
 AI9760.The orthometric height was determined by differential leveling and
 AI9760.adjusted by the NATIONAL GEODETIC SURVEY
 AI9760.in March 2001.
 AI9760
 AI9760.No vertical observational check was made to the station.
 AI9760
 AI9760.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9760.GEOID18 height accuracy estimate available here.
 AI9760
 AI9760.This Tidal Bench Mark is designated as VM 2886
 AI9760.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9760
 AI9760.Click photographs - Photos may exist for this station.
 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       -   138,148.2     118,111.1     MT  (+/- 3 meters HH1 GPS) 
 AI9760
 AI9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1075236329(NAD 83)
 AI9760
 AI9760                          SUPERSEDED SURVEY CONTROL
 AI9760
 AI9760.No superseded survey control is available for this station.
 AI9760
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AI9761  USGS QUAD   -  BEVERLY (2016)
 AI9761
 AI9761                         *CURRENT SURVEY CONTROL
 AI9761  ______________________________________________________________________
 AI9761* NAD 83(1986) POSITION- 40 04 29.     (N) 074 52 31.     (W)   SCALED
 AI9761* NAVD 88 ORTHO HEIGHT -     2.656 (meters)        8.71  (feet) ADJUSTED
 AI9761  ______________________________________________________________________
 AI9761  GEOID HEIGHT    -        -32.881 (meters)                     GEOID18
 AI9761  DYNAMIC HEIGHT  -          2.655 (meters)        8.71  (feet) COMP
 AI9761  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 AI9761
 AI9761  VERT ORDER      -  FIRST     CLASS II
 AI9761
 AI9761.The horizontal coordinates were scaled from a map and have
 AI9761.an estimated accuracy of +/- 6 seconds.
 AI9761
 AI9761.The orthometric height was determined by differential leveling and
 AI9761.adjusted by the NATIONAL GEODETIC SURVEY
 AI9761.in March 2001.
 AI9761
 AI9761.No vertical observational check was made to the station.
 AI9761
 AI9761.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9761.GEOID18 height accuracy estimate available here.
 AI9761
 AI9761.This Tidal Bench Mark is designated as VM 2888
 AI9761.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI9761
 AI9761.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK106360(NAD 83)
 AI9761
 AI9761                          SUPERSEDED SURVEY CONTROL
 AI9761
 AI9761.No superseded survey control is available for this station.
 AI9761
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV5987  USGS QUAD   -  TRENTON EAST (2019)
 KV5987
 KV5987                         *CURRENT SURVEY CONTROL
 KV5987  ______________________________________________________________________
 KV5987* NAD 83(2011) POSITION- 40 08 06.94445(N) 074 44 12.31209(W)   ADJUSTED
 KV5987* NAD 83(2011) ELLIP HT-   -29.721 (meters)        (06/27/12)   ADJUSTED
 KV5987* NAD 83(2011) EPOCH   -  2010.00
 KV5987* NAVD 88 ORTHO HEIGHT -     3.089 (meters)       10.13  (feet) ADJUSTED
 KV5987  ______________________________________________________________________
 KV5987  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 KV5987  NAD 83(2011) X  -  1,285,475.122 (meters)                     COMP
 KV5987  NAD 83(2011) Y  - -4,710,776.112 (meters)                     COMP
 KV5987  NAD 83(2011) Z  -  4,089,460.215 (meters)                     COMP
 KV5987  LAPLACE CORR    -          4.18  (seconds)                    DEFLEC18
 KV5987  DYNAMIC HEIGHT  -          3.088 (meters)       10.13  (feet) COMP
 KV5987  MODELED GRAVITY -    980,197.0   (mgal)                       NAVD 88
 KV5987
 KV5987  VERT ORDER      -  FIRST     CLASS I
 KV5987
 KV5987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5987  Standards:
 KV5987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5987  -------------------------------------------------------------------
 KV5987  NETWORK    0.31   0.63           0.14   0.11   0.32      0.01258237
 KV5987  -------------------------------------------------------------------
 KV5987  Click here for local accuracies and other accuracy information.
 KV5987
 KV5987.The horizontal coordinates were established by GPS observations
 KV5987.and adjusted by the National Geodetic Survey in June 2012.
 KV5987
 KV5987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5987.been affixed to the stable North American tectonic plate. See 
 KV5987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5987
 KV5987.The horizontal coordinates are valid at the epoch date displayed above
 KV5987.which is a decimal equivalence of Year/Month/Day.
 KV5987
 KV5987.The orthometric height was determined by differential leveling and
 KV5987.adjusted by the NATIONAL GEODETIC SURVEY
 KV5987.in June 1991.
 KV5987
 KV5987.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5987.GEOID18 height accuracy estimate available here.
 KV5987
 KV5987.This Tidal Bench Mark is designated as VM 2890
 KV5987.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV5987
 KV5987.Click photographs - Photos may exist for this station.
 KV5987
 KV5987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5987
 KV5987.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5987
 KV5987.The ellipsoidal height was determined by GPS observations
 KV5987.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV5987
 KV5987;                    North         East     Units Scale Factor Converg.
 KV5987;SPC NJ       -   144,558.756   129,824.673   MT  0.99990501   -0 09 09.4
 KV5987;SPC NJ       -   474,273.19    425,933.11   sFT  0.99990501   -0 09 09.4
 KV5987;SPC PA S     -    93,422.462   856,747.968   MT  0.99997457   +1 57 17.9
 KV5987;SPC PA S     -   306,503.53  2,810,847.29   sFT  0.99997457   +1 57 17.9
 KV5987;UTM  18      - 4,442,803.401   522,426.268   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  =   0.99961085
 KV5987
 KV5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2242642803(NAD 83)
 KV5987
 KV5987                          SUPERSEDED SURVEY CONTROL
 KV5987
 KV5987  NAD 83(2007)-  40 08 06.94496(N)    074 44 12.31270(W) AD(2002.00) 0
 KV5987  ELLIP H (02/10/07)  -29.717  (m)                       GP(2002.00)    
 KV5987  ELLIP H (10/23/02)  -29.684  (m)                       GP(       ) 4 1
 KV5987  NAD 83(1996)-  40 08 06.94498(N)    074 44 12.31275(W) AD(       ) 1
 KV5987  ELLIP H (05/14/99)  -29.689  (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)  -29.724  (m)                       GP(       ) 2 1
 KV5987  NAD 83(1986)-  40 08 06.94565(N)    074 44 12.31512(W) AD(       ) 1
 KV5987  NAVD 88               3.09   (m)           10.1    (f) LEVELING    3  
 KV5987  NGVD 29 (09/20/93)    3.4    (m)  GEOID90  model used  GPS OBS        
 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
 KV5987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5987.See file dsdata.pdf to determine how the superseded data were derived.
 KV5987
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV5988  USGS QUAD   -  TRENTON EAST (2019)
 KV5988
 KV5988                         *CURRENT SURVEY CONTROL
 KV5988  ______________________________________________________________________
 KV5988* NAD 83(1986) POSITION- 40 08 03.     (N) 074 43 10.     (W)   SCALED
 KV5988* NAVD 88 ORTHO HEIGHT -     3.119 (meters)       10.23  (feet) ADJUSTED
 KV5988  ______________________________________________________________________
 KV5988  GEOID HEIGHT    -        -32.780 (meters)                     GEOID18
 KV5988  DYNAMIC HEIGHT  -          3.117 (meters)       10.23  (feet) COMP
 KV5988  MODELED GRAVITY -    980,197.1   (mgal)                       NAVD 88
 KV5988
 KV5988  VERT ORDER      -  FIRST     CLASS I
 KV5988
 KV5988.The horizontal coordinates were scaled from a map and have
 KV5988.an estimated accuracy of +/- 6 seconds.
 KV5988
 KV5988.The orthometric height was determined by differential leveling and
 KV5988.adjusted by the NATIONAL GEODETIC SURVEY
 KV5988.in June 1991.
 KV5988
 KV5988.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5988.GEOID18 height accuracy estimate available here.
 KV5988
 KV5988.This Tidal Bench Mark is designated as VM 2892
 KV5988.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV5988
 KV5988.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK239426(NAD 83)
 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
 KV5988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5988.See file dsdata.pdf to determine how the superseded data were derived.
 KV5988
 KV5988_MARKER: DJ = TIDAL STATION DISK
 KV5988_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 KV5988_STAMPING: 9487 C 1976
 KV5988_MARK LOGO: NOS
 KV5988_PROJECTION: PROJECTING 3 CENTIMETERS
 KV5988_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV5989  USGS QUAD   -  TRENTON EAST (2019)
 KV5989
 KV5989                         *CURRENT SURVEY CONTROL
 KV5989  ______________________________________________________________________
 KV5989* NAD 83(1986) POSITION- 40 08 01.     (N) 074 43 08.     (W)   SCALED
 KV5989* NAVD 88 ORTHO HEIGHT -    10.550 (meters)       34.61  (feet) ADJUSTED
 KV5989  ______________________________________________________________________
 KV5989  GEOID HEIGHT    -        -32.777 (meters)                     GEOID18
 KV5989  DYNAMIC HEIGHT  -         10.546 (meters)       34.60  (feet) COMP
 KV5989  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 KV5989
 KV5989  VERT ORDER      -  FIRST     CLASS I
 KV5989
 KV5989.The horizontal coordinates were scaled from a map and have
 KV5989.an estimated accuracy of +/- 6 seconds.
 KV5989
 KV5989.The orthometric height was determined by differential leveling and
 KV5989.adjusted by the NATIONAL GEODETIC SURVEY
 KV5989.in June 1991.
 KV5989
 KV5989.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5989.GEOID18 height accuracy estimate available here.
 KV5989
 KV5989.This Tidal Bench Mark is designated as VM 2893
 KV5989.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV5989
 KV5989.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK239426(NAD 83)
 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
 KV5989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5989.See file dsdata.pdf to determine how the superseded data were derived.
 KV5989
 KV5989_MARKER: DJ = TIDAL STATION DISK
 KV5989_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 KV5989_STAMPING: 9487 D 1976
 KV5989_MARK LOGO: NOS
 KV5989_PROJECTION: PROJECTING 3 CENTIMETERS
 KV5989_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV5990  USGS QUAD   -  TRENTON EAST (2019)
 KV5990
 KV5990                         *CURRENT SURVEY CONTROL
 KV5990  ______________________________________________________________________
 KV5990* NAD 83(1986) POSITION- 40 08 00.77   (N) 074 44 03.18   (W)   HD_HELD1
 KV5990* NAVD 88 ORTHO HEIGHT -    15.043 (meters)       49.35  (feet) ADJUSTED
 KV5990  ______________________________________________________________________
 KV5990  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KV5990  DYNAMIC HEIGHT  -         15.037 (meters)       49.33  (feet) COMP
 KV5990  MODELED GRAVITY -    980,197.3   (mgal)                       NAVD 88
 KV5990
 KV5990  VERT ORDER      -  FIRST     CLASS I
 KV5990
 KV5990.The horizontal coordinates were determined by differentially corrected
 KV5990.hand held GPS observations or other comparable positioning techniques
 KV5990.and have an estimated accuracy of +/- 3 meters.
 KV5990
 KV5990.The orthometric height was determined by differential leveling and
 KV5990.adjusted by the NATIONAL GEODETIC SURVEY
 KV5990.in June 1991.
 KV5990
 KV5990.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5990.GEOID18 height accuracy estimate available here.
 KV5990
 KV5990.This Tidal Bench Mark is designated as VM 2894
 KV5990.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV5990
 KV5990.Click photographs - Photos may exist for this station.
 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       -   144,367.8     130,040.3     MT  (+/- 3 meters HH1 GPS) 
 KV5990
 KV5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2264242613(NAD 83)
 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
 KV5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5990.See file dsdata.pdf to determine how the superseded data were derived.
 KV5990
 KV5990_MARKER: DJ = TIDAL STATION DISK
 KV5990_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 KV5990_STAMPING: 9487 E 1976
 KV5990_MARK LOGO: NOS
 KV5990_PROJECTION: FLUSH
 KV5990_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 KV5993 ***********************************************************************
 KV5993  DESIGNATION -  853 9494 C TIDAL
 KV5993  PID         -  KV5993
 KV5993  STATE/COUNTY-  NJ/BURLINGTON
 KV5993  COUNTRY     -  US
 KV5993  USGS QUAD   -  TRENTON EAST (2019)
 KV5993
 KV5993                         *CURRENT SURVEY CONTROL
 KV5993  ______________________________________________________________________
 KV5993* NAD 83(1986) POSITION- 40 08 23.     (N) 074 42 26.     (W)   SCALED
 KV5993* NAVD 88 ORTHO HEIGHT -    18.310 (meters)       60.07  (feet) ADJUSTED
 KV5993  ______________________________________________________________________
 KV5993  GEOID HEIGHT    -        -32.772 (meters)                     GEOID18
 KV5993  DYNAMIC HEIGHT  -         18.302 (meters)       60.05  (feet) COMP
 KV5993  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 KV5993
 KV5993  VERT ORDER      -  FIRST     CLASS I
 KV5993
 KV5993.The horizontal coordinates were scaled from a map and have
 KV5993.an estimated accuracy of +/- 6 seconds.
 KV5993
 KV5993.The orthometric height was determined by differential leveling and
 KV5993.adjusted by the NATIONAL GEODETIC SURVEY
 KV5993.in June 1991.
 KV5993
 KV5993.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5993.GEOID18 height accuracy estimate available here.
 KV5993
 KV5993.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK249433(NAD 83)
 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
 KV5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5993.See file dsdata.pdf to determine how the superseded data were derived.
 KV5993
 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  HISTORY     - 20230104 MARK NOT FOUND   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.
 KV5993
 KV5993                          STATION RECOVERY (2023)
 KV5993
 KV5993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV5993'THIS AREA HAS GONE EXTENSIVE RENOVATIONS, THE ACME IS NO LONGER THERE
 KV5993'NOR THE SIGN OF THE BASE.  CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5991 ***********************************************************************
 KV5991  DESIGNATION -  853 9494 D TIDAL
 KV5991  PID         -  KV5991
 KV5991  STATE/COUNTY-  NJ/BURLINGTON
 KV5991  COUNTRY     -  US
 KV5991  USGS QUAD   -  TRENTON EAST (2019)
 KV5991
 KV5991                         *CURRENT SURVEY CONTROL
 KV5991  ______________________________________________________________________
 KV5991* NAD 83(1986) POSITION- 40 08 28.56   (N) 074 42 28.56   (W)   HD_HELD1
 KV5991* NAVD 88 ORTHO HEIGHT -    15.962 (meters)       52.37  (feet) ADJUSTED
 KV5991  ______________________________________________________________________
 KV5991  GEOID HEIGHT    -        -32.778 (meters)                     GEOID18
 KV5991  DYNAMIC HEIGHT  -         15.955 (meters)       52.35  (feet) COMP
 KV5991  MODELED GRAVITY -    980,197.5   (mgal)                       NAVD 88
 KV5991
 KV5991  VERT ORDER      -  FIRST     CLASS I
 KV5991
 KV5991.The horizontal coordinates were determined by differentially corrected
 KV5991.hand held GPS observations or other comparable positioning techniques
 KV5991.and have an estimated accuracy of +/- 3 meters.
 KV5991
 KV5991.The orthometric height was determined by differential leveling and
 KV5991.adjusted by the NATIONAL GEODETIC SURVEY
 KV5991.in June 1991.
 KV5991
 KV5991.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5991.GEOID18 height accuracy estimate available here.
 KV5991
 KV5991.Click photographs - Photos may exist for this station.
 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       -   145,219.2     132,282.2     MT  (+/- 3 meters HH1 GPS) 
 KV5991
 KV5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2487943477(NAD 83)
 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
 KV5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5991.See file dsdata.pdf to determine how the superseded data were derived.
 KV5991
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5992 ***********************************************************************
 KV5992  DESIGNATION -  853 9494 E TIDAL
 KV5992  PID         -  KV5992
 KV5992  STATE/COUNTY-  NJ/BURLINGTON
 KV5992  COUNTRY     -  US
 KV5992  USGS QUAD   -  TRENTON EAST (2019)
 KV5992
 KV5992                         *CURRENT SURVEY CONTROL
 KV5992  ______________________________________________________________________
 KV5992* NAD 83(1986) POSITION- 40 08 28.56   (N) 074 42 29.10   (W)   HD_HELD1
 KV5992* NAVD 88 ORTHO HEIGHT -    16.007 (meters)       52.52  (feet) ADJUSTED
 KV5992  ______________________________________________________________________
 KV5992  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 KV5992  DYNAMIC HEIGHT  -         16.000 (meters)       52.49  (feet) COMP
 KV5992  MODELED GRAVITY -    980,197.4   (mgal)                       NAVD 88
 KV5992
 KV5992  VERT ORDER      -  FIRST     CLASS I
 KV5992
 KV5992.The horizontal coordinates were determined by differentially corrected
 KV5992.hand held GPS observations or other comparable positioning techniques
 KV5992.and have an estimated accuracy of +/- 3 meters.
 KV5992
 KV5992.The orthometric height was determined by differential leveling and
 KV5992.adjusted by the NATIONAL GEODETIC SURVEY
 KV5992.in June 1991.
 KV5992
 KV5992.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5992.GEOID18 height accuracy estimate available here.
 KV5992
 KV5992.Click photographs - Photos may exist for this station.
 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       -   145,219.3     132,269.4     MT  (+/- 3 meters HH1 GPS) 
 KV5992
 KV5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2486643477(NAD 83)
 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
 KV5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5992.See file dsdata.pdf to determine how the superseded data were derived.
 KV5992
 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).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9828 ***********************************************************************
 DE9828  DESIGNATION -  853 9776 A TIDAL
 DE9828  PID         -  DE9828
 DE9828  STATE/COUNTY-  NJ/MERCER
 DE9828  COUNTRY     -  US
 DE9828  USGS QUAD   -  TRENTON EAST (2019)
 DE9828
 DE9828                         *CURRENT SURVEY CONTROL
 DE9828  ______________________________________________________________________
 DE9828* NAD 83(1986) POSITION- 40 10 25.     (N) 074 40 46.     (W)   SCALED
 DE9828* NAVD 88 ORTHO HEIGHT -     5.200 (meters)       17.06  (feet) ADJUSTED
 DE9828  ______________________________________________________________________
 DE9828  GEOID HEIGHT    -        -32.817 (meters)                     GEOID18
 DE9828  DYNAMIC HEIGHT  -          5.198 (meters)       17.05  (feet) COMP
 DE9828  MODELED GRAVITY -    980,195.6   (mgal)                       NAVD 88
 DE9828
 DE9828  VERT ORDER      -  FIRST     CLASS II
 DE9828
 DE9828.The horizontal coordinates were scaled from a map and have
 DE9828.an estimated accuracy of +/- 6 seconds.
 DE9828
 DE9828.The orthometric height was determined by differential leveling and
 DE9828.adjusted by the NATIONAL GEODETIC SURVEY
 DE9828.in March 2005.
 DE9828
 DE9828.No vertical observational check was made to the station.
 DE9828
 DE9828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9828.GEOID18 height accuracy estimate available here.
 DE9828
 DE9828.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK272470(NAD 83)
 DE9828
 DE9828                          SUPERSEDED SURVEY CONTROL
 DE9828
 DE9828.No superseded survey control is available for this station.
 DE9828
 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 14, 2006
 DE9828
 DE9828  HISTORY     - Date     Condition        Report By
 DE9828  HISTORY     - 1978     MONUMENTED       NJDEP
 DE9828  HISTORY     - 20020708 GOOD             NJGS
 DE9828  HISTORY     - 20060714 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
 DE9828                          STATION RECOVERY (2006)
 DE9828
 DE9828'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DE9828'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9829 ***********************************************************************
 DE9829  DESIGNATION -  853 9776 C TIDAL
 DE9829  PID         -  DE9829
 DE9829  STATE/COUNTY-  NJ/MERCER
 DE9829  COUNTRY     -  US
 DE9829  USGS QUAD   -  TRENTON EAST (2019)
 DE9829
 DE9829                         *CURRENT SURVEY CONTROL
 DE9829  ______________________________________________________________________
 DE9829* NAD 83(1986) POSITION- 40 10 31.     (N) 074 40 36.     (W)   SCALED
 DE9829* NAVD 88 ORTHO HEIGHT -     4.878 (meters)       16.00  (feet) ADJUSTED
 DE9829  ______________________________________________________________________
 DE9829  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 DE9829  DYNAMIC HEIGHT  -          4.876 (meters)       16.00  (feet) COMP
 DE9829  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 DE9829
 DE9829  VERT ORDER      -  FIRST     CLASS II
 DE9829
 DE9829.The horizontal coordinates were scaled from a map and have
 DE9829.an estimated accuracy of +/- 6 seconds.
 DE9829
 DE9829.The orthometric height was determined by differential leveling and
 DE9829.adjusted by the NATIONAL GEODETIC SURVEY
 DE9829.in February 2010.
 DE9829
 DE9829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9829.GEOID18 height accuracy estimate available here.
 DE9829
 DE9829.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK275472(NAD 83)
 DE9829
 DE9829                          SUPERSEDED SURVEY CONTROL
 DE9829
 DE9829  NAVD 88 (03/25/05)    4.552  (m)           14.93   (f) SUPERSEDED  1 2
 DE9829
 DE9829.Superseded values are not recommended for survey control.
 DE9829
 DE9829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9829.See file dsdata.pdf to determine how the superseded data were derived.
 DE9829
 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 14, 2006
 DE9829
 DE9829  HISTORY     - Date     Condition        Report By
 DE9829  HISTORY     - 1978     MONUMENTED       NOS
 DE9829  HISTORY     - 20020708 GOOD             NJGS
 DE9829  HISTORY     - 20060714 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'
 DE9829
 DE9829                          STATION RECOVERY (2006)
 DE9829
 DE9829'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DE9829'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9830 ***********************************************************************
 DE9830  DESIGNATION -  853 9776 D TIDAL
 DE9830  PID         -  DE9830
 DE9830  STATE/COUNTY-  NJ/MERCER
 DE9830  COUNTRY     -  US
 DE9830  USGS QUAD   -  TRENTON EAST (2019)
 DE9830
 DE9830                         *CURRENT SURVEY CONTROL
 DE9830  ______________________________________________________________________
 DE9830* NAD 83(1986) POSITION- 40 10 31.     (N) 074 40 32.     (W)   SCALED
 DE9830* NAVD 88 ORTHO HEIGHT -     5.205 (meters)       17.08  (feet) ADJUSTED
 DE9830  ______________________________________________________________________
 DE9830  GEOID HEIGHT    -        -32.813 (meters)                     GEOID18
 DE9830  DYNAMIC HEIGHT  -          5.203 (meters)       17.07  (feet) COMP
 DE9830  MODELED GRAVITY -    980,195.8   (mgal)                       NAVD 88
 DE9830
 DE9830  VERT ORDER      -  FIRST     CLASS II
 DE9830
 DE9830.The horizontal coordinates were scaled from a map and have
 DE9830.an estimated accuracy of +/- 6 seconds.
 DE9830
 DE9830.The orthometric height was determined by differential leveling and
 DE9830.adjusted by the NATIONAL GEODETIC SURVEY
 DE9830.in February 2010.
 DE9830
 DE9830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9830.GEOID18 height accuracy estimate available here.
 DE9830
 DE9830.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK276472(NAD 83)
 DE9830
 DE9830                          SUPERSEDED SURVEY CONTROL
 DE9830
 DE9830  NAVD 88 (03/25/05)    4.879  (m)           16.01   (f) SUPERSEDED  1 2
 DE9830
 DE9830.Superseded values are not recommended for survey control.
 DE9830
 DE9830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9830.See file dsdata.pdf to determine how the superseded data were derived.
 DE9830
 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 17, 2006
 DE9830
 DE9830  HISTORY     - Date     Condition        Report By
 DE9830  HISTORY     - 1978     MONUMENTED       NOS
 DE9830  HISTORY     - 20020708 GOOD             NJGS
 DE9830  HISTORY     - 20060717 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                          STATION RECOVERY (2006)
 DE9830
 DE9830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DE9830'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6002 ***********************************************************************
 KV6002  DESIGNATION -  853 9808 A TIDAL
 KV6002  PID         -  KV6002
 KV6002  STATE/COUNTY-  NJ/MERCER
 KV6002  COUNTRY     -  US
 KV6002  USGS QUAD   -  TRENTON EAST (2019)
 KV6002
 KV6002                         *CURRENT SURVEY CONTROL
 KV6002  ______________________________________________________________________
 KV6002* NAD 83(1986) POSITION- 40 10 54.8    (N) 074 42 17.3    (W)   HD_HELD2
 KV6002* NAVD 88 ORTHO HEIGHT -     4.608 (meters)       15.12  (feet) ADJUSTED
 KV6002  ______________________________________________________________________
 KV6002  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 KV6002  DYNAMIC HEIGHT  -          4.606 (meters)       15.11  (feet) COMP
 KV6002  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 KV6002
 KV6002  VERT ORDER      -  FIRST     CLASS I
 KV6002
 KV6002.The horizontal coordinates were established by autonomous hand held GPS
 KV6002.observations and have an estimated accuracy of +/- 10 meters.
 KV6002
 KV6002.The orthometric height was determined by differential leveling and
 KV6002.adjusted by the NATIONAL GEODETIC SURVEY
 KV6002.in June 1991.
 KV6002
 KV6002.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6002.GEOID18 height accuracy estimate available here.
 KV6002
 KV6002.Click photographs - Photos may exist for this station.
 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       -   149,729.      132,559.      MT  (+/- 10 meters HH2 GPS)
 KV6002
 KV6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2513047987(NAD 83)
 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
 KV6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6002.See file dsdata.pdf to determine how the superseded data were derived.
 KV6002
 KV6002_MARKER: DJ = TIDAL STATION DISK
 KV6002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6002_SP_SET: 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 = JULY 24, 2026 22:12:30 EDT
 KV6003 ***********************************************************************
 KV6003  DESIGNATION -  853 9808 B TIDAL
 KV6003  PID         -  KV6003
 KV6003  STATE/COUNTY-  NJ/MERCER
 KV6003  COUNTRY     -  US
 KV6003  USGS QUAD   -  TRENTON EAST (2019)
 KV6003
 KV6003                         *CURRENT SURVEY CONTROL
 KV6003  ______________________________________________________________________
 KV6003* NAD 83(1986) POSITION- 40 10 56.3    (N) 074 42 17.5    (W)   HD_HELD2
 KV6003* NAVD 88 ORTHO HEIGHT -     4.621 (meters)       15.16  (feet) ADJUSTED
 KV6003  ______________________________________________________________________
 KV6003  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 KV6003  DYNAMIC HEIGHT  -          4.619 (meters)       15.15  (feet) COMP
 KV6003  MODELED GRAVITY -    980,191.5   (mgal)                       NAVD 88
 KV6003
 KV6003  VERT ORDER      -  FIRST     CLASS I
 KV6003
 KV6003.The horizontal coordinates were established by autonomous hand held GPS
 KV6003.observations and have an estimated accuracy of +/- 10 meters.
 KV6003
 KV6003.The orthometric height was determined by differential leveling and
 KV6003.adjusted by the NATIONAL GEODETIC SURVEY
 KV6003.in June 1991.
 KV6003
 KV6003.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6003.GEOID18 height accuracy estimate available here.
 KV6003
 KV6003.Click photographs - Photos may exist for this station.
 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       -   149,775.      132,554.      MT  (+/- 10 meters HH2 GPS)
 KV6003
 KV6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2512548033(NAD 83)
 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
 KV6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6003.See file dsdata.pdf to determine how the superseded data were derived.
 KV6003
 KV6003_MARKER: DJ = TIDAL STATION DISK
 KV6003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6003_SP_SET: 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6014  USGS QUAD   -  TRENTON WEST (2016)
 KV6014
 KV6014                         *CURRENT SURVEY CONTROL
 KV6014  ______________________________________________________________________
 KV6014* NAD 83(2011) POSITION- 40 11 26.31165(N) 074 45 18.99799(W)   ADJUSTED
 KV6014* NAD 83(2011) ELLIP HT-   -29.481 (meters)        (06/27/12)   ADJUSTED
 KV6014* NAD 83(2011) EPOCH   -  2010.00
 KV6014* NAVD 88 ORTHO HEIGHT -     3.568 (meters)       11.71  (feet) ADJUSTED
 KV6014  ______________________________________________________________________
 KV6014  GEOID HEIGHT    -        -33.048 (meters)                     GEOID18
 KV6014  NAD 83(2011) X  -  1,282,909.263 (meters)                     COMP
 KV6014  NAD 83(2011) Y  - -4,707,365.176 (meters)                     COMP
 KV6014  NAD 83(2011) Z  -  4,094,159.683 (meters)                     COMP
 KV6014  LAPLACE CORR    -          4.29  (seconds)                    DEFLEC18
 KV6014  DYNAMIC HEIGHT  -          3.566 (meters)       11.70  (feet) COMP
 KV6014  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 KV6014
 KV6014  VERT ORDER      -  FIRST     CLASS I
 KV6014
 KV6014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6014  Standards:
 KV6014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6014  -------------------------------------------------------------------
 KV6014  NETWORK    0.27   0.53           0.12   0.10   0.27     -0.00825814
 KV6014  -------------------------------------------------------------------
 KV6014  Click here for local accuracies and other accuracy information.
 KV6014
 KV6014.The horizontal coordinates were established by GPS observations
 KV6014.and adjusted by the National Geodetic Survey in June 2012.
 KV6014
 KV6014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6014.been affixed to the stable North American tectonic plate. See 
 KV6014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6014
 KV6014.The horizontal coordinates are valid at the epoch date displayed above
 KV6014.which is a decimal equivalence of Year/Month/Day.
 KV6014
 KV6014.The orthometric height was determined by differential leveling and
 KV6014.adjusted by the NATIONAL GEODETIC SURVEY
 KV6014.in June 1991.
 KV6014
 KV6014.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6014.GEOID18 height accuracy estimate available here.
 KV6014
 KV6014.This Tidal Bench Mark is designated as VM 352
 KV6014.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV6014
 KV6014.Click photographs - Photos may exist for this station.
 KV6014
 KV6014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6014
 KV6014.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6014
 KV6014.The ellipsoidal height was determined by GPS observations
 KV6014.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6014
 KV6014;                    North         East     Units Scale Factor Converg.
 KV6014;SPC NJ       -   150,711.767   128,263.799   MT  0.99990581   -0 09 53.1
 KV6014;SPC NJ       -   494,460.19    420,812.15   sFT  0.99990581   -0 09 53.1
 KV6014;SPC PA S     -    99,514.313   854,961.742   MT  0.99996974   +1 56 34.6
 KV6014;SPC PA S     -   326,489.88  2,804,986.98   sFT  0.99996974   +1 56 34.6
 KV6014;UTM  18      - 4,448,945.688   520,831.265   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2083148945(NAD 83)
 KV6014
 KV6014                          SUPERSEDED SURVEY CONTROL
 KV6014
 KV6014  NAD 83(2007)-  40 11 26.31209(N)    074 45 18.99857(W) AD(2002.00) 0
 KV6014  ELLIP H (02/10/07)  -29.476  (m)                       GP(2002.00)    
 KV6014  ELLIP H (10/23/02)  -29.447  (m)                       GP(       ) 4 1
 KV6014  NAD 83(1996)-  40 11 26.31230(N)    074 45 18.99873(W) AD(       ) 1
 KV6014  ELLIP H (05/14/99)  -29.442  (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)  -29.491  (m)                       GP(       ) 2 1
 KV6014  NAD 83(1986)-  40 11 26.31223(N)    074 45 19.00099(W) AD(       ) 1
 KV6014  NAVD 88               3.57   (m)           11.7    (f) LEVELING    3  
 KV6014  NAVD 88               3.57   (m)           11.7    (f) LEVELING    3  
 KV6014  NGVD 29               3.89   (m)           12.8    (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
 KV6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6014.See file dsdata.pdf to determine how the superseded data were derived.
 KV6014
 KV6014_MARKER: DJ = TIDAL STATION DISK
 KV6014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6014_STAMPING: 9993 A 1982
 KV6014_MARK LOGO: NOS
 KV6014_PROJECTION: FLUSH
 KV6014_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6013  USGS QUAD   -  TRENTON WEST (2016)
 KV6013
 KV6013                         *CURRENT SURVEY CONTROL
 KV6013  ______________________________________________________________________
 KV6013* NAD 83(1986) POSITION- 40 11 30.     (N) 074 45 20.     (W)   SCALED
 KV6013* NAVD 88 ORTHO HEIGHT -     3.949 (meters)       12.96  (feet) ADJUSTED
 KV6013  ______________________________________________________________________
 KV6013  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 KV6013  DYNAMIC HEIGHT  -          3.947 (meters)       12.95  (feet) COMP
 KV6013  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 KV6013
 KV6013  VERT ORDER      -  FIRST     CLASS I
 KV6013
 KV6013.The horizontal coordinates were scaled from a map and have
 KV6013.an estimated accuracy of +/- 6 seconds.
 KV6013
 KV6013.The orthometric height was determined by differential leveling and
 KV6013.adjusted by the NATIONAL GEODETIC SURVEY
 KV6013.in June 1991.
 KV6013
 KV6013.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6013.GEOID18 height accuracy estimate available here.
 KV6013
 KV6013.This Tidal Bench Mark is designated as VM 353
 KV6013.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV6013
 KV6013.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208490(NAD 83)
 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
 KV6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6013.See file dsdata.pdf to determine how the superseded data were derived.
 KV6013
 KV6013_MARKER: DJ = TIDAL STATION DISK
 KV6013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV6011 ***********************************************************************
 KV6011  DESIGNATION -  853 9993 C TIDAL
 KV6011  PID         -  KV6011
 KV6011  STATE/COUNTY-  NJ/MERCER
 KV6011  COUNTRY     -  US
 KV6011  USGS QUAD   -  TRENTON WEST (2016)
 KV6011
 KV6011                         *CURRENT SURVEY CONTROL
 KV6011  ______________________________________________________________________
 KV6011* NAD 83(1986) POSITION- 40 11 32.4    (N) 074 45 23.6    (W)   HD_HELD2
 KV6011* NAVD 88 ORTHO HEIGHT -     5.098 (meters)       16.73  (feet) ADJUSTED
 KV6011  ______________________________________________________________________
 KV6011  GEOID HEIGHT    -        -33.056 (meters)                     GEOID18
 KV6011  DYNAMIC HEIGHT  -          5.095 (meters)       16.72  (feet) COMP
 KV6011  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 KV6011
 KV6011  VERT ORDER      -  FIRST     CLASS II
 KV6011
 KV6011.The horizontal coordinates were established by autonomous hand held GPS
 KV6011.observations and have an estimated accuracy of +/- 10 meters.
 KV6011
 KV6011.The orthometric height was determined by differential leveling and
 KV6011.adjusted by the NATIONAL GEODETIC SURVEY
 KV6011.in March 2005.
 KV6011
 KV6011.No vertical observational check was made to the station.
 KV6011
 KV6011.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6011.GEOID18 height accuracy estimate available here.
 KV6011
 KV6011.Click photographs - Photos may exist for this station.
 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       -   150,900.      128,155.      MT  (+/- 10 meters HH2 GPS)
 KV6011
 KV6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2072149133(NAD 83)
 KV6011
 KV6011                          SUPERSEDED SURVEY CONTROL
 KV6011
 KV6011  NAVD 88 (06/15/91)    5.111  (m)           16.77   (f) SUPERSEDED  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
 KV6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6011.See file dsdata.pdf to determine how the superseded data were derived.
 KV6011
 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 NOT SUITABLE FOR
 KV6011+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2022
 KV6011
 KV6011  HISTORY     - Date     Condition        Report By
 KV6011  HISTORY     - 1977     MONUMENTED       NOS
 KV6011  HISTORY     - 19890611 GOOD             NJGS
 KV6011  HISTORY     - 20020202 GOOD             NJGS
 KV6011  HISTORY     - 20221005 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                          STATION RECOVERY (2022)
 KV6011
 KV6011'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6011'RECOVERED IN GOOD CONDITION, AREA IS OVERGROWN WITH TREES AND BRUSH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6016  USGS QUAD   -  TRENTON WEST (2016)
 KV6016
 KV6016                         *CURRENT SURVEY CONTROL
 KV6016  ______________________________________________________________________
 KV6016* NAD 83(1986) POSITION- 40 11 31.     (N) 074 45 17.     (W)   SCALED
 KV6016* NAVD 88 ORTHO HEIGHT -     4.071 (meters)       13.36  (feet) ADJUSTED
 KV6016  ______________________________________________________________________
 KV6016  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 KV6016  DYNAMIC HEIGHT  -          4.069 (meters)       13.35  (feet) COMP
 KV6016  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 KV6016
 KV6016  VERT ORDER      -  FIRST     CLASS I
 KV6016
 KV6016.The horizontal coordinates were scaled from a map and have
 KV6016.an estimated accuracy of +/- 6 seconds.
 KV6016
 KV6016.The orthometric height was determined by differential leveling and
 KV6016.adjusted by the NATIONAL GEODETIC SURVEY
 KV6016.in June 1991.
 KV6016
 KV6016.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6016.GEOID18 height accuracy estimate available here.
 KV6016
 KV6016.This Tidal Bench Mark is designated as VM 355
 KV6016.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV6016
 KV6016.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208490(NAD 83)
 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
 KV6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6016.See file dsdata.pdf to determine how the superseded data were derived.
 KV6016
 KV6016_MARKER: DJ = TIDAL STATION DISK
 KV6016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6012  USGS QUAD   -  TRENTON WEST (2016)
 KV6012
 KV6012                         *CURRENT SURVEY CONTROL
 KV6012  ______________________________________________________________________
 KV6012* NAD 83(1986) POSITION- 40 11 31.     (N) 074 45 21.     (W)   SCALED
 KV6012* NAVD 88 ORTHO HEIGHT -     4.323 (meters)       14.18  (feet) ADJUSTED
 KV6012  ______________________________________________________________________
 KV6012  GEOID HEIGHT    -        -33.053 (meters)                     GEOID18
 KV6012  DYNAMIC HEIGHT  -          4.321 (meters)       14.18  (feet) COMP
 KV6012  MODELED GRAVITY -    980,183.6   (mgal)                       NAVD 88
 KV6012
 KV6012  VERT ORDER      -  FIRST     CLASS I
 KV6012
 KV6012.The horizontal coordinates were scaled from a map and have
 KV6012.an estimated accuracy of +/- 6 seconds.
 KV6012
 KV6012.The orthometric height was determined by differential leveling and
 KV6012.adjusted by the NATIONAL GEODETIC SURVEY
 KV6012.in June 1991.
 KV6012
 KV6012.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6012.GEOID18 height accuracy estimate available here.
 KV6012
 KV6012.This Tidal Bench Mark is designated as VM 356
 KV6012.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV6012
 KV6012.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207490(NAD 83)
 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
 KV6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6012.See file dsdata.pdf to determine how the superseded data were derived.
 KV6012
 KV6012_MARKER: DJ = TIDAL STATION DISK
 KV6012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV6015  USGS QUAD   -  TRENTON WEST (2016)
 KV6015
 KV6015                         *CURRENT SURVEY CONTROL
 KV6015  ______________________________________________________________________
 KV6015* NAD 83(1986) POSITION- 40 11 15.     (N) 074 45 18.     (W)   SCALED
 KV6015* NAVD 88 ORTHO HEIGHT -     2.797 (meters)        9.18  (feet) ADJUSTED
 KV6015  ______________________________________________________________________
 KV6015  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 KV6015  DYNAMIC HEIGHT  -          2.796 (meters)        9.17  (feet) COMP
 KV6015  MODELED GRAVITY -    980,184.6   (mgal)                       NAVD 88
 KV6015
 KV6015  VERT ORDER      -  FIRST     CLASS II
 KV6015
 KV6015.The horizontal coordinates were scaled from a map and have
 KV6015.an estimated accuracy of +/- 6 seconds.
 KV6015
 KV6015.The orthometric height was determined by differential leveling and
 KV6015.adjusted by the NATIONAL GEODETIC SURVEY
 KV6015.in March 2005.
 KV6015
 KV6015.No vertical observational check was made to the station.
 KV6015
 KV6015.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6015.GEOID18 height accuracy estimate available here.
 KV6015
 KV6015.This Tidal Bench Mark is designated as VM 358
 KV6015.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV6015
 KV6015.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208485(NAD 83)
 KV6015
 KV6015                          SUPERSEDED SURVEY CONTROL
 KV6015
 KV6015  NAVD 88 (06/15/91)    2.849  (m)            9.35   (f) SUPERSEDED  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
 KV6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6015.See file dsdata.pdf to determine how the superseded data were derived.
 KV6015
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9826 ***********************************************************************
 DE9826  DESIGNATION -  853 9993 H TIDAL
 DE9826  PID         -  DE9826
 DE9826  STATE/COUNTY-  NJ/MERCER
 DE9826  COUNTRY     -  US
 DE9826  USGS QUAD   -  TRENTON WEST (2016)
 DE9826
 DE9826                         *CURRENT SURVEY CONTROL
 DE9826  ______________________________________________________________________
 DE9826* NAD 83(1986) POSITION- 40 11 17.     (N) 074 45 18.     (W)   SCALED
 DE9826* NAVD 88 ORTHO HEIGHT -     3.486 (meters)       11.44  (feet) ADJUSTED
 DE9826  ______________________________________________________________________
 DE9826  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 DE9826  DYNAMIC HEIGHT  -          3.485 (meters)       11.43  (feet) COMP
 DE9826  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 DE9826
 DE9826  VERT ORDER      -  FIRST     CLASS II
 DE9826
 DE9826.The horizontal coordinates were scaled from a map and have
 DE9826.an estimated accuracy of +/- 6 seconds.
 DE9826
 DE9826.The orthometric height was determined by differential leveling and
 DE9826.adjusted by the NATIONAL GEODETIC SURVEY
 DE9826.in March 2005.
 DE9826
 DE9826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9826.GEOID18 height accuracy estimate available here.
 DE9826
 DE9826.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208486(NAD 83)
 DE9826
 DE9826                          SUPERSEDED SURVEY CONTROL
 DE9826
 DE9826.No superseded survey control is available for this station.
 DE9826
 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9826+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 DE9827 ***********************************************************************
 DE9827  TIDAL BM    -  This is a Tidal Bench Mark.
 DE9827  DESIGNATION -  853 9993 K TIDAL
 DE9827  PID         -  DE9827
 DE9827  STATE/COUNTY-  NJ/MERCER
 DE9827  COUNTRY     -  US
 DE9827  USGS QUAD   -  TRENTON WEST (2016)
 DE9827
 DE9827                         *CURRENT SURVEY CONTROL
 DE9827  ______________________________________________________________________
 DE9827* NAD 83(2011) POSITION- 40 11 27.53707(N) 074 45 22.04070(W)   ADJUSTED
 DE9827* NAD 83(2011) ELLIP HT-   -28.093 (meters)        (06/27/12)   ADJUSTED
 DE9827* NAD 83(2011) EPOCH   -  2010.00
 DE9827* NAVD 88 ORTHO HEIGHT -     4.951 (meters)       16.24  (feet) ADJUSTED
 DE9827  ______________________________________________________________________
 DE9827  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 DE9827  NAD 83(2011) X  -  1,282,833.688 (meters)                     COMP
 DE9827  NAD 83(2011) Y  - -4,707,361.590 (meters)                     COMP
 DE9827  NAD 83(2011) Z  -  4,094,189.452 (meters)                     COMP
 DE9827  LAPLACE CORR    -          4.28  (seconds)                    DEFLEC18
 DE9827  DYNAMIC HEIGHT  -          4.949 (meters)       16.24  (feet) COMP
 DE9827  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 DE9827
 DE9827  VERT ORDER      -  FIRST     CLASS II
 DE9827
 DE9827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9827  Standards:
 DE9827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9827  -------------------------------------------------------------------
 DE9827  NETWORK    0.75   1.08           0.34   0.26   0.55      0.07404352
 DE9827  -------------------------------------------------------------------
 DE9827  Click here for local accuracies and other accuracy information.
 DE9827
 DE9827.The horizontal coordinates were established by GPS observations
 DE9827.and adjusted by the National Geodetic Survey in June 2012.
 DE9827
 DE9827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9827.been affixed to the stable North American tectonic plate. See 
 DE9827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9827
 DE9827.The horizontal coordinates are valid at the epoch date displayed above
 DE9827.which is a decimal equivalence of Year/Month/Day.
 DE9827
 DE9827.The orthometric height was determined by differential leveling and
 DE9827.adjusted by the NATIONAL GEODETIC SURVEY
 DE9827.in March 2005.
 DE9827
 DE9827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9827.GEOID18 height accuracy estimate available here.
 DE9827
 DE9827.This Tidal Bench Mark is designated as VM 360
 DE9827.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DE9827
 DE9827.Click photographs - Photos may exist for this station.
 DE9827
 DE9827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9827
 DE9827.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9827
 DE9827.The ellipsoidal height was determined by GPS observations
 DE9827.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DE9827
 DE9827;                    North         East     Units Scale Factor Converg.
 DE9827;SPC NJ       -   150,749.768   128,191.942   MT  0.99990585   -0 09 55.0
 DE9827;SPC NJ       -   494,584.86    420,576.40   sFT  0.99990585   -0 09 55.0
 DE9827;UTM  18      - 4,448,983.272   520,759.216   MT  0.99960530   +0 09 26.6
 DE9827
 DE9827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9827!SPC NJ       -   1.00000441  x   0.99990585  =   0.99991026
 DE9827!UTM  18      -   1.00000441  x   0.99960530  =   0.99960971
 DE9827
 DE9827:                Primary Azimuth Mark                     Grid Az
 DE9827:SPC NJ       -  11 D 4                                   041 25 33.2
 DE9827:UTM  18      -  11 D 4                                   041 06 11.6
 DE9827
 DE9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2075948983(NAD 83)
 DE9827
 DE9827|---------------------------------------------------------------------|
 DE9827| PID    Reference Object                     Distance      Geod. Az  |
 DE9827|                                                           dddmmss.s |
 DE9827| DE9792 11 D 4                              APPROX. 0.5 KM 0411538.2 |
 DE9827|---------------------------------------------------------------------|
 DE9827
 DE9827                          SUPERSEDED SURVEY CONTROL
 DE9827
 DE9827  NAD 83(2007)-  40 11 27.53752(N)    074 45 22.04156(W) AD(2002.00) 0
 DE9827  ELLIP H (02/10/07)  -28.090  (m)                       GP(2002.00)    
 DE9827  NAD 83(1996)-  40 11 27.53768(N)    074 45 22.04174(W) AD(       ) 1
 DE9827  ELLIP H (04/17/03)  -28.062  (m)                       GP(       ) 3 1
 DE9827  NAVD 88 (04/17/03)    5.0    (m)  GEOID99  model used  GPS OBS        
 DE9827
 DE9827.Superseded values are not recommended for survey control.
 DE9827
 DE9827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9827.See file dsdata.pdf to determine how the superseded data were derived.
 DE9827
 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 18, 2008
 DE9827
 DE9827  HISTORY     - Date     Condition        Report By
 DE9827  HISTORY     - 1990     MONUMENTED       NJGS
 DE9827  HISTORY     - 20020202 GOOD             NJGS
 DE9827  HISTORY     - 20080218 GOOD             BAKER
 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 OF THE FORMER TRENTON MARINE TERMINAL COMPLEX.
 DE9827'
 DE9827'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 DE9827'3 FT HIGH CONCRETE WALL SURROUNDING A FORMER PLAYGROUND AREA, NORTH OF
 DE9827'THE MAIN TRENTON MARINE TERMINAL BUILDING.
 DE9827'
 DE9827'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 129 SOUTH
 DE9827'AND CASS STREET AT WATERFRONT PARK, GO SOUTH ON STATE ROUTE 129 FOR
 DE9827'0.9 MI TO THE EXIT FOR SOUTH LAMBERTON ROAD AND DUCK ISLAND.  GO 0.1
 DE9827'MI DOWN THE EXIT RAMP TO THE PARK AND THE STATION ON THE RIGHT.
 DE9827'
 DE9827'THE STATION IS 27.5 M NORTH NORTHWEST FROM THE NORTHWEST CORNER OF THE
 DE9827'MARINE TERMINAL BUILDING, 16.2 M EAST FROM AND NORMAL TO THE CONCRETE
 DE9827'BULKHEAD, AND 15.15 M WEST FROM THE SOUTHWEST CORNER OF THE TRENTON
 DE9827'MARINE TERMINAL MEMORIAL PLAQUE.
 DE9827
 DE9827                          STATION RECOVERY (2008)
 DE9827
 DE9827'RECOVERY NOTE BY M BAKER JR INCORPORATED 2008 (RJH)
 DE9827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV1079  USGS QUAD   -  TRENTON WEST (2016)
 KV1079
 KV1079                         *CURRENT SURVEY CONTROL
 KV1079  ______________________________________________________________________
 KV1079* NAD 83(1986) POSITION- 40 11 23.2    (N) 074 45 17.9    (W)   HD_HELD2
 KV1079* NAVD 88 ORTHO HEIGHT -     4.265 (meters)       13.99  (feet) ADJUSTED
 KV1079  ______________________________________________________________________
 KV1079  GEOID HEIGHT    -        -33.044 (meters)                     GEOID18
 KV1079  DYNAMIC HEIGHT  -          4.263 (meters)       13.99  (feet) COMP
 KV1079  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 KV1079
 KV1079  VERT ORDER      -  FIRST     CLASS II
 KV1079
 KV1079.The horizontal coordinates were established by autonomous hand held GPS
 KV1079.observations and have an estimated accuracy of +/- 10 meters.
 KV1079
 KV1079.The orthometric height was determined by differential leveling and
 KV1079.adjusted by the NATIONAL GEODETIC SURVEY
 KV1079.in March 2005.
 KV1079
 KV1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1079.GEOID18 height accuracy estimate available here.
 KV1079
 KV1079.This Tidal Bench Mark is designated as VM 351
 KV1079.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV1079
 KV1079.Click photographs - Photos may exist for this station.
 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       -   150,616.      128,289.      MT  (+/- 10 meters HH2 GPS)
 KV1079
 KV1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2085748849(NAD 83)
 KV1079
 KV1079                          SUPERSEDED SURVEY CONTROL
 KV1079
 KV1079  NAVD 88 (06/15/91)    4.263  (m)           13.99   (f) SUPERSEDED  1 1
 KV1079  NGVD 29 (??/??/92)    4.603  (m)           15.10   (f) SUPERSEDED  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
 KV1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1079.See file dsdata.pdf to determine how the superseded data were derived.
 KV1079
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7044 ***********************************************************************
 KV7044  DESIGNATION -  8615
 KV7044  PID         -  KV7044
 KV7044  STATE/COUNTY-  NJ/OCEAN
 KV7044  COUNTRY     -  US
 KV7044  USGS QUAD   -  POINT PLEASANT (2019)
 KV7044
 KV7044                         *CURRENT SURVEY CONTROL
 KV7044  ______________________________________________________________________
 KV7044* NAD 83(2011) POSITION- 40 05 29.68557(N) 074 05 56.45632(W)   ADJUSTED
 KV7044* NAD 83(2011) ELLIP HT-   -24.698 (meters)        (06/27/12)   ADJUSTED
 KV7044* NAD 83(2011) EPOCH   -  2010.00
 KV7044* NAVD 88 ORTHO HEIGHT -     8.30  (meters)       27.2   (feet) LEVELING
 KV7044  ______________________________________________________________________
 KV7044  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 KV7044  NAD 83(2011) X  -  1,338,685.545 (meters)                     COMP
 KV7044  NAD 83(2011) Y  - -4,699,185.705 (meters)                     COMP
 KV7044  NAD 83(2011) Z  -  4,085,754.006 (meters)                     COMP
 KV7044  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 KV7044  VERT ORDER      -  THIRD ?
 KV7044
 KV7044  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7044  Standards:
 KV7044         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7044            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7044  -------------------------------------------------------------------
 KV7044  NETWORK    0.45   0.92           0.19   0.18   0.47     -0.16779020
 KV7044  -------------------------------------------------------------------
 KV7044  Click here for local accuracies and other accuracy information.
 KV7044
 KV7044.The horizontal coordinates were established by GPS observations
 KV7044.and adjusted by the National Geodetic Survey in June 2012.
 KV7044
 KV7044.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7044.been affixed to the stable North American tectonic plate. See 
 KV7044.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7044
 KV7044.The horizontal coordinates are valid at the epoch date displayed above
 KV7044.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7044.GEOID18 height accuracy estimate available here.
 KV7044
 KV7044.Click photographs - Photos may exist for this station.
 KV7044
 KV7044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7044
 KV7044.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7044
 KV7044.The ellipsoidal height was determined by GPS observations
 KV7044.and is referenced to NAD 83.
 KV7044
 KV7044. The following values were computed from the NAD 83(2011) position.
 KV7044
 KV7044;                    North         East     Units Scale Factor Converg.
 KV7044;SPC NJ       -   139,759.004   184,192.442   MT  0.99991439   +0 15 29.7
 KV7044;SPC NJ       -   458,526.00    604,304.70   sFT  0.99991439   +0 15 29.7
 KV7044;UTM  18      - 4,438,310.637   576,805.461   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7680538310(NAD 83)
 KV7044
 KV7044                          SUPERSEDED SURVEY CONTROL
 KV7044
 KV7044  NAD 83(2007)-  40 05 29.68596(N)    074 05 56.45677(W) AD(2002.00) 0
 KV7044  ELLIP H (02/10/07)  -24.689  (m)                       GP(2002.00)    
 KV7044  ELLIP H (10/23/02)  -24.674  (m)                       GP(       ) 4 1
 KV7044  NAD 83(1996)-  40 05 29.68566(N)    074 05 56.45643(W) AD(       ) 1
 KV7044  ELLIP H (05/14/99)  -24.694  (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
 KV7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7044.See file dsdata.pdf to determine how the superseded data were derived.
 KV7044
 KV7044_MARKER: DB = BENCH MARK DISK
 KV7044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7044_STAMPING: NO. 8615
 KV7044_MARK LOGO: NJGS
 KV7044_PROJECTION: RECESSED 10 CENTIMETERS
 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 NOT SUITABLE FOR
 KV7044+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2020
 KV7044
 KV7044  HISTORY     - Date     Condition        Report By
 KV7044  HISTORY     - 1945     MONUMENTED       NJGS
 KV7044  HISTORY     - 19930426 GOOD
 KV7044  HISTORY     - 20080208 MARK NOT FOUND   INDIV
 KV7044  HISTORY     - 20110616 GOOD             GEOCAC
 KV7044  HISTORY     - 20180607 GOOD             AAAS
 KV7044  HISTORY     - 20201022 GOOD             NJGS
 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.
 KV7044
 KV7044                          STATION RECOVERY (2008)
 KV7044
 KV7044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GLB)
 KV7044'MARK NOT FOUND DUE TO ROAD EXPANTION
 KV7044
 KV7044                          STATION RECOVERY (2011)
 KV7044
 KV7044'RECOVERY NOTE BY GEOCACHING 2011 (LLT)
 KV7044'BRICK UTILITIES WITNESS POST.
 KV7044
 KV7044                          STATION RECOVERY (2018)
 KV7044
 KV7044'RECOVERY NOTE BY ARORA AND ASSOCIATES 2018 (FAC)
 KV7044'THE STATION WAS RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO
 KV7044'FOLLOW.
 KV7044'
 KV7044'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST FROM LAKEWOOD, 2.7
 KV7044'MI (4.3 KM) WEST FROM POINT PLEASANT BEACH AND 1.7 MI (2.7 KM)
 KV7044'WEST-NORTHWEST FROM POINT PLEASANT.
 KV7044'
 KV7044'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 70 AND
 KV7044'HERBERTSVILLE ROAD, COUNTY ROAD 549 S, GO SOUTHWEST ON STATE ROUTE 70
 KV7044'FOR ABOUT 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT, SET ABOUT 4
 KV7044'INCHES (10 CM) BELOW THE GROUND WITH A WOODS LINE.  THE STATION IS
 KV7044'ABOUT 1 FT (0.3 M) EAST-SOUTHEAST FROM AN ORANGE CARSONITE WITNESS
 KV7044'POST.  NO MEASUREMENTS WERE MADE AT THIS TIME.
 KV7044
 KV7044                          STATION RECOVERY (2020)
 KV7044
 KV7044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV7044'THE MARK IS 175.5 FT (53.5 M) NORTHEAST OF DRAINAGE CULVERT PIPE ON
 KV7044'THE NORTHWEST SIDE OF ROUTE 70 THAT RELEASES INTO A DETENTION POND, 45
 KV7044'FT (13.7 M) EAST OF SIGN POST WITH ATTACHED MILE POST 57.5 AND WEST 70
 KV7044'SIGN AND 37.5 FT (11.4 M) NORTHWEST FROM THE EDGE OF PAVEMENT OF ROUTE
 KV7044'70.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7045 ***********************************************************************
 KV7045  DESIGNATION -  8617
 KV7045  PID         -  KV7045
 KV7045  STATE/COUNTY-  NJ/OCEAN
 KV7045  COUNTRY     -  US
 KV7045  USGS QUAD   -  POINT PLEASANT (2019)
 KV7045
 KV7045                         *CURRENT SURVEY CONTROL
 KV7045  ______________________________________________________________________
 KV7045* NAD 83(2011) POSITION- 40 05 46.18434(N) 074 05 20.14060(W)   ADJUSTED
 KV7045* NAD 83(2011) ELLIP HT-   -28.284 (meters)        (06/27/12)   ADJUSTED
 KV7045* NAD 83(2011) EPOCH   -  2010.00
 KV7045* NAVD 88 ORTHO HEIGHT -     4.73  (meters)       15.5   (feet) LEVELING
 KV7045  ______________________________________________________________________
 KV7045  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 KV7045  NAD 83(2011) X  -  1,339,422.280 (meters)                     COMP
 KV7045  NAD 83(2011) Y  - -4,698,632.118 (meters)                     COMP
 KV7045  NAD 83(2011) Z  -  4,086,140.983 (meters)                     COMP
 KV7045  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 KV7045  VERT ORDER      -  THIRD ?
 KV7045
 KV7045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7045  Standards:
 KV7045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7045  -------------------------------------------------------------------
 KV7045  NETWORK    0.53   1.33           0.22   0.21   0.68     -0.07756791
 KV7045  -------------------------------------------------------------------
 KV7045  Click here for local accuracies and other accuracy information.
 KV7045
 KV7045.The horizontal coordinates were established by GPS observations
 KV7045.and adjusted by the National Geodetic Survey in June 2012.
 KV7045
 KV7045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7045.been affixed to the stable North American tectonic plate. See 
 KV7045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7045
 KV7045.The horizontal coordinates are valid at the epoch date displayed above
 KV7045.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7045.GEOID18 height accuracy estimate available here.
 KV7045
 KV7045.Click photographs - Photos may exist for this station.
 KV7045
 KV7045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7045
 KV7045.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7045
 KV7045.The ellipsoidal height was determined by GPS observations
 KV7045.and is referenced to NAD 83.
 KV7045
 KV7045. The following values were computed from the NAD 83(2011) position.
 KV7045
 KV7045;                    North         East     Units Scale Factor Converg.
 KV7045;SPC NJ       -   140,271.760   185,050.284   MT  0.99991512   +0 15 53.1
 KV7045;SPC NJ       -   460,208.27    607,119.14   sFT  0.99991512   +0 15 53.1
 KV7045;UTM  18      - 4,438,828.082   577,660.201   MT  0.99967424   +0 35 12.6
 KV7045
 KV7045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7045!SPC NJ       -   1.00000444  x   0.99991512  =   0.99991956
 KV7045!UTM  18      -   1.00000444  x   0.99967424  =   0.99967868
 KV7045
 KV7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7766038828(NAD 83)
 KV7045
 KV7045                          SUPERSEDED SURVEY CONTROL
 KV7045
 KV7045  NAD 83(2007)-  40 05 46.18473(N)    074 05 20.14104(W) AD(2002.00) 0
 KV7045  ELLIP H (02/10/07)  -28.275  (m)                       GP(2002.00)    
 KV7045  ELLIP H (10/23/02)  -28.262  (m)                       GP(       ) 4 1
 KV7045  NAD 83(1996)-  40 05 46.18443(N)    074 05 20.14064(W) AD(       ) 1
 KV7045  ELLIP H (05/14/99)  -28.282  (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
 KV7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7045.See file dsdata.pdf to determine how the superseded data were derived.
 KV7045
 KV7045_MARKER: DB = BENCH MARK DISK
 KV7045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20080211 MARK NOT FOUND   INDIV
 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.
 KV7045
 KV7045                          STATION RECOVERY (2008)
 KV7045
 KV7045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GLB)
 KV7045'MARK NOT FOUND DUE TO ROAD EXPANTION,ATLANTIS AERIAL SURVEY CO.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4235 ***********************************************************************
 JU4235  DESIGNATION -  8657
 JU4235  PID         -  JU4235
 JU4235  STATE/COUNTY-  NJ/OCEAN
 JU4235  COUNTRY     -  US
 JU4235  USGS QUAD   -  FORKED RIVER (2019)
 JU4235
 JU4235                         *CURRENT SURVEY CONTROL
 JU4235  ______________________________________________________________________
 JU4235* NAD 83(1986) POSITION- 39 51 59.     (N) 074 10 08.     (W)   SCALED
 JU4235* NAVD 88 ORTHO HEIGHT -     2.638 (meters)        8.65  (feet) ADJUSTED
 JU4235  ______________________________________________________________________
 JU4235  GEOID HEIGHT    -        -33.091 (meters)                     GEOID18
 JU4235  DYNAMIC HEIGHT  -          2.637 (meters)        8.65  (feet) COMP
 JU4235  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 JU4235
 JU4235  VERT ORDER      -  FIRST     CLASS II
 JU4235
 JU4235.The horizontal coordinates were scaled from a map and have
 JU4235.an estimated accuracy of +/- 6 seconds.
 JU4235
 JU4235.The orthometric height was determined by differential leveling and
 JU4235.adjusted by the NATIONAL GEODETIC SURVEY
 JU4235.in January 1994.
 JU4235
 JU4235.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4235.GEOID18 height accuracy estimate available here.
 JU4235
 JU4235.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK710132(NAD 83)
 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
 JU4235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4235.See file dsdata.pdf to determine how the superseded data were derived.
 JU4235
 JU4235_MARKER: DD = SURVEY DISK
 JU4235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20220413 MARK NOT FOUND   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.
 JU4235
 JU4235                          STATION RECOVERY (2022)
 JU4235
 JU4235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU4235'STATION WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6263 ***********************************************************************
 KV6263  DESIGNATION -  8694
 KV6263  PID         -  KV6263
 KV6263  STATE/COUNTY-  NJ/MONMOUTH
 KV6263  COUNTRY     -  US
 KV6263  USGS QUAD   -  ASBURY PARK (2019)
 KV6263
 KV6263                         *CURRENT SURVEY CONTROL
 KV6263  ______________________________________________________________________
 KV6263* NAD 83(1986) POSITION- 40 10 33.09   (N) 074 02 14.51   (W)   HD_HELD1
 KV6263* NAVD 88 ORTHO HEIGHT -     3.780 (meters)       12.40  (feet) ADJUSTED
 KV6263  ______________________________________________________________________
 KV6263  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 KV6263  DYNAMIC HEIGHT  -          3.778 (meters)       12.40  (feet) COMP
 KV6263  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 KV6263
 KV6263  VERT ORDER      -  FIRST     CLASS II
 KV6263
 KV6263.The horizontal coordinates were determined by differentially corrected
 KV6263.hand held GPS observations or other comparable positioning techniques
 KV6263.and have an estimated accuracy of +/- 3 meters.
 KV6263
 KV6263.The orthometric height was determined by differential leveling and
 KV6263.adjusted by the NATIONAL GEODETIC SURVEY
 KV6263.in September 2015.
 KV6263
 KV6263.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6263.GEOID18 height accuracy estimate available here.
 KV6263
 KV6263.Click photographs - Photos may exist for this station.
 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       -   149,141.7     189,400.9     MT  (+/- 3 meters HH1 GPS) 
 KV6263
 KV6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8195947720(NAD 83)
 KV6263
 KV6263                          SUPERSEDED SURVEY CONTROL
 KV6263
 KV6263  NAVD 88 (06/15/91)    3.756  (m)           12.32   (f) SUPERSEDED  1 2
 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
 KV6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6263.See file dsdata.pdf to determine how the superseded data were derived.
 KV6263
 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 - April 13, 2022
 KV6263
 KV6263  HISTORY     - Date     Condition        Report By
 KV6263  HISTORY     - 1953     MONUMENTED       NJGS
 KV6263  HISTORY     - 19890509 GOOD             NJGS
 KV6263  HISTORY     - 19960906 GOOD             NJGS
 KV6263  HISTORY     - 20120423 GOOD             NJGS
 KV6263  HISTORY     - 20220413 GOOD             AAAS
 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.
 KV6263
 KV6263                          STATION RECOVERY (2012)
 KV6263
 KV6263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV6263'RECOVERED IN GOOD CONDITION.
 KV6263'
 KV6263'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST
 KV6263'OF POINT PLEASANT, 5.9 MI (9.5 KM) NORTH OF POINT PLEASANT BEACH AND
 KV6263'3.3 MI (5.3 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
 KV6263
 KV6263                          STATION RECOVERY (2022)
 KV6263
 KV6263'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0592 ***********************************************************************
 JU0592  DESIGNATION -  87
 JU0592  PID         -  JU0592
 JU0592  STATE/COUNTY-  NJ/BURLINGTON
 JU0592  COUNTRY     -  US
 JU0592  USGS QUAD   -  CHATSWORTH (2019)
 JU0592
 JU0592                         *CURRENT SURVEY CONTROL
 JU0592  ______________________________________________________________________
 JU0592* NAD 83(1986) POSITION- 39 47 49.     (N) 074 34 48.     (W)   SCALED
 JU0592* NAVD 88 ORTHO HEIGHT -    29.796 (meters)       97.76  (feet) ADJUSTED
 JU0592  ______________________________________________________________________
 JU0592  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 JU0592  DYNAMIC HEIGHT  -         29.782 (meters)       97.71  (feet) COMP
 JU0592  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 JU0592
 JU0592  VERT ORDER      -  SECOND    CLASS 0
 JU0592
 JU0592.The horizontal coordinates were scaled from a map and have
 JU0592.an estimated accuracy of +/- 6 seconds.
 JU0592
 JU0592.The orthometric height was determined by differential leveling and
 JU0592.adjusted by the NATIONAL GEODETIC SURVEY
 JU0592.in June 1991.
 JU0592
 JU0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0592.GEOID18 height accuracy estimate available here.
 JU0592
 JU0592.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK359053(NAD 83)
 JU0592
 JU0592                          SUPERSEDED SURVEY CONTROL
 JU0592
 JU0592  NGVD 29 (11/26/84)   30.176  (m)           99.00   (f) ADJUSTED    2 0
 JU0592
 JU0592.Superseded values are not recommended for survey control.
 JU0592
 JU0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0592.See file dsdata.pdf to determine how the superseded data were derived.
 JU0592
 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 = JULY 24, 2026 22:12:30 EDT
 KV1268 ***********************************************************************
 KV1268  DESIGNATION -  874.1
 KV1268  PID         -  KV1268
 KV1268  STATE/COUNTY-  NJ/MORRIS
 KV1268  COUNTRY     -  US
 KV1268  USGS QUAD   -  STANHOPE (2016)
 KV1268
 KV1268                         *CURRENT SURVEY CONTROL
 KV1268  ______________________________________________________________________
 KV1268* NAD 83(1986) POSITION- 40 53 51.     (N) 074 42 27.     (W)   SCALED
 KV1268* NAVD 88 ORTHO HEIGHT -   266.372 (meters)      873.92  (feet) ADJUSTED
 KV1268  ______________________________________________________________________
 KV1268  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 KV1268  DYNAMIC HEIGHT  -        266.249 (meters)      873.52  (feet) COMP
 KV1268  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 KV1268
 KV1268  VERT ORDER      -  SECOND    CLASS 0
 KV1268
 KV1268.The horizontal coordinates were scaled from a map and have
 KV1268.an estimated accuracy of +/- 6 seconds.
 KV1268
 KV1268.The orthometric height was determined by differential leveling and
 KV1268.adjusted by the NATIONAL GEODETIC SURVEY
 KV1268.in June 1991.
 KV1268
 KV1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1268.GEOID18 height accuracy estimate available here.
 KV1268
 KV1268.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL246274(NAD 83)
 KV1268
 KV1268                          SUPERSEDED SURVEY CONTROL
 KV1268
 KV1268  NGVD 29 (11/26/84)  266.587  (m)          874.63   (f) ADJUSTED    2 0
 KV1268
 KV1268.Superseded values are not recommended for survey control.
 KV1268
 KV1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1268.See file dsdata.pdf to determine how the superseded data were derived.
 KV1268
 KV1268_MARKER: X = CHISELED CROSS
 KV1268_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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 = JULY 24, 2026 22:12:30 EDT
 AI9378 ***********************************************************************
 AI9378  DESIGNATION -  8770
 AI9378  PID         -  AI9378
 AI9378  STATE/COUNTY-  NJ/CAPE MAY
 AI9378  COUNTRY     -  US
 AI9378  USGS QUAD   -  WOODBINE (2019)
 AI9378
 AI9378                         *CURRENT SURVEY CONTROL
 AI9378  ______________________________________________________________________
 AI9378* NAD 83(1986) POSITION- 39 07 36.     (N) 074 47 04.     (W)   SCALED
 AI9378* NAVD 88 ORTHO HEIGHT -     5.894 (meters)       19.34  (feet) ADJUSTED
 AI9378  ______________________________________________________________________
 AI9378  GEOID HEIGHT    -        -35.064 (meters)                     GEOID18
 AI9378  DYNAMIC HEIGHT  -          5.890 (meters)       19.32  (feet) COMP
 AI9378  MODELED GRAVITY -    980,072.1   (mgal)                       NAVD 88
 AI9378
 AI9378  VERT ORDER      -  FIRST     CLASS II
 AI9378
 AI9378.The horizontal coordinates were scaled from a map and have
 AI9378.an estimated accuracy of +/- 6 seconds.
 AI9378
 AI9378.The orthometric height was determined by differential leveling and
 AI9378.adjusted by the NATIONAL GEODETIC SURVEY
 AI9378.in March 2001.
 AI9378
 AI9378.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9378.GEOID18 height accuracy estimate available here.
 AI9378
 AI9378.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ186308(NAD 83)
 AI9378
 AI9378                          SUPERSEDED SURVEY CONTROL
 AI9378
 AI9378.No superseded survey control is available for this station.
 AI9378
 AI9378_MARKER: DD = SURVEY DISK
 AI9378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9378_STAMPING: 8770
 AI9378_MARK LOGO: NJGS
 AI9378_PROJECTION: RECESSED 20 CENTIMETERS
 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 - August 25, 2009
 AI9378
 AI9378  HISTORY     - Date     Condition        Report By
 AI9378  HISTORY     - 1940     MONUMENTED       NJGS
 AI9378  HISTORY     - 19980724 GOOD             NJGS
 AI9378  HISTORY     - 20090825 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.
 AI9378
 AI9378                          STATION RECOVERY (2009)
 AI9378
 AI9378'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 AI9378'THE STATION WAS RECOVERED AT THIS TIME.
 AI9378'
 AI9378'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE SOUTHEAST SIDE OF U.S
 AI9378'HIGHWAY 9.
 AI9378'
 AI9378'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND
 AI9378'AVALON BOULEVARD (COUNTY ROAD 601) IN SWAINTON, GO SOUTHWEST ON U.S.
 AI9378'HIGHWAY 9 FOR 0.30 MI (0.5 KM) TO THE STATION ON THE LEFT.
 AI9378'
 AI9378'THE STATION IS LOCATED BETWEEN THE LANES OF A SEMI-CIRCULAR ASPHALT
 AI9378'PAVED DRIVEWAY, 20.5 FT (6.2 M) NORTH OF THE CENTERLINE OF THE
 AI9378'SOUTHERLY DRIVEWAY, 27.0 FT (8.2 M) SOUTH OF THE CENTERLINE OF THE
 AI9378'NORTHERLY DRIVEWAY, 115.0 FT (35.1 M) NORTHEAST OF MILEPOST MARKER
 AI9378'16.5 FOR THE NORTHBOUND LANES OF US HIGHWAY 9, 18.9 FT (5.8 M)
 AI9378'SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 9, 170 FT (51.8 M)
 AI9378'EAST-NORTHEAST OF THE CENTERLINE EXTENDED OF AVON WOOD COURT, 61.8 FT
 AI9378'(18.8 M) NORTHEAST OF POLE NUMBER 151, 65.2 FT (19.9 M) SOUTH OF THE
 AI9378'RANGE OF POLE NUMBER W1318 WHICH IS ACROSS THE ROAD, 2.5 FT (0.8 M)
 AI9378'WEST OF A NJGS WITNESS POST.  THE STATION IS ABOUT 6 INCH (15 CM)
 AI9378'LOWER THAN THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7924 ***********************************************************************
 DM7924  DESIGNATION -  8774
 DM7924  PID         -  DM7924
 DM7924  STATE/COUNTY-  NJ/CAPE MAY
 DM7924  COUNTRY     -  US
 DM7924  USGS QUAD   -  STONE HARBOR (2019)
 DM7924
 DM7924                         *CURRENT SURVEY CONTROL
 DM7924  ______________________________________________________________________
 DM7924* NAD 83(1986) POSITION- 39 06 25.     (N) 074 47 58.     (W)   SCALED
 DM7924* NAVD 88 ORTHO HEIGHT -     4.906 (meters)       16.10  (feet) ADJUSTED
 DM7924  ______________________________________________________________________
 DM7924  GEOID HEIGHT    -        -35.123 (meters)                     GEOID18
 DM7924  DYNAMIC HEIGHT  -          4.903 (meters)       16.09  (feet) COMP
 DM7924  MODELED GRAVITY -    980,069.1   (mgal)                       NAVD 88
 DM7924
 DM7924  VERT ORDER      -  FIRST     CLASS II
 DM7924
 DM7924.The horizontal coordinates were scaled from a map and have
 DM7924.an estimated accuracy of +/- 6 seconds.
 DM7924
 DM7924.The orthometric height was determined by differential leveling and
 DM7924.adjusted by the NATIONAL GEODETIC SURVEY
 DM7924.in May 2012.
 DM7924
 DM7924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7924.GEOID18 height accuracy estimate available here.
 DM7924
 DM7924.Click photographs - Photos may exist for this station.
 DM7924
 DM7924.The dynamic height is computed by dividing the NAVD 88
 DM7924.geopotential number by the normal gravity value computed on the
 DM7924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7924.degrees latitude (g = 980.6199 gals.).
 DM7924
 DM7924.The modeled gravity was interpolated from observed gravity values.
 DM7924
 DM7924;                    North         East    Units  Estimated Accuracy
 DM7924;SPC NJ       -    30,420.      124,100.      MT  (+/- 180 meters Scaled)
 DM7924
 DM7924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ173286(NAD 83)
 DM7924
 DM7924                          SUPERSEDED SURVEY CONTROL
 DM7924
 DM7924.No superseded survey control is available for this station.
 DM7924
 DM7924_MARKER: DD = SURVEY DISK
 DM7924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7924_STAMPING: 8774
 DM7924_MARK LOGO: NJDCED
 DM7924_PROJECTION: RECESSED 20 CENTIMETERS
 DM7924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7924+STABILITY: SURFACE MOTION
 DM7924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7924+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2009
 DM7924
 DM7924  HISTORY     - Date     Condition        Report By
 DM7924  HISTORY     - 1940     MONUMENTED       NJDCED
 DM7924  HISTORY     - 20090709 GOOD             NJGS
 DM7924
 DM7924                          STATION DESCRIPTION
 DM7924
 DM7924'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DM7924'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE SOUTHEAST SIDE OF US
 DM7924'HIGHWAY 9, AT THE NORTHEAST CORNER OF THE TEE-JUNCTION WITH CEDAR
 DM7924'DRIVE.
 DM7924'
 DM7924'TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 DM7924'(EXIT 11) AND CREST HAVEN ROAD (COUNTY ROUTE 609), GO 0.25 MI (0.4 KM)
 DM7924'NORTHWEST ON CREST HAVEN ROAD TO THE JUNCTION WITH US HIGHWAY 9.  TURN
 DM7924'RIGHT AND GO 0.7 MI (1.1 KM) NORTHEAST ON US HIGHWAY 9 TO THE STATION
 DM7924'ON THE RIGHT.
 DM7924'
 DM7924'THE STATION IS 41.2 FT (12.6 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 DM7924'9, 66.7 FT (20.3 M) NORTHEAST OF POLE NUMBER 78, 8.9 FT (2.7 M) SOUTH
 DM7924'OF POLE NUMBER W1372, 168 FT (51.2 M) SOUTHWEST OF THE EXTENDED
 DM7924'CENTERLINE OF BIRCH DRIVE, 83 FT (25.3 M) NORTHEAST OF THE EXTENDED
 DM7924'CENTERLINE OF CEDAR DRIVE.  THE STATION IS IN THE WOOD LINE TO THE
 DM7924'EAST OF THE HIGHWAY, 1.5 FT (0.5 M) NORTHWEST OF A NJGS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7922 ***********************************************************************
 DM7922  DESIGNATION -  8775
 DM7922  PID         -  DM7922
 DM7922  STATE/COUNTY-  NJ/CAPE MAY
 DM7922  COUNTRY     -  US
 DM7922  USGS QUAD   -  STONE HARBOR (2019)
 DM7922
 DM7922                         *CURRENT SURVEY CONTROL
 DM7922  ______________________________________________________________________
 DM7922* NAD 83(1986) POSITION- 39 06 17.     (N) 074 48 10.     (W)   SCALED
 DM7922* NAVD 88 ORTHO HEIGHT -     3.987 (meters)       13.08  (feet) ADJUSTED
 DM7922  ______________________________________________________________________
 DM7922  GEOID HEIGHT    -        -35.127 (meters)                     GEOID18
 DM7922  DYNAMIC HEIGHT  -          3.985 (meters)       13.07  (feet) COMP
 DM7922  MODELED GRAVITY -    980,068.8   (mgal)                       NAVD 88
 DM7922
 DM7922  VERT ORDER      -  FIRST     CLASS II
 DM7922
 DM7922.The horizontal coordinates were scaled from a map and have
 DM7922.an estimated accuracy of +/- 6 seconds.
 DM7922
 DM7922.The orthometric height was determined by differential leveling and
 DM7922.adjusted by the NATIONAL GEODETIC SURVEY
 DM7922.in May 2012.
 DM7922
 DM7922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7922.GEOID18 height accuracy estimate available here.
 DM7922
 DM7922.Click photographs - Photos may exist for this station.
 DM7922
 DM7922.The dynamic height is computed by dividing the NAVD 88
 DM7922.geopotential number by the normal gravity value computed on the
 DM7922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7922.degrees latitude (g = 980.6199 gals.).
 DM7922
 DM7922.The modeled gravity was interpolated from observed gravity values.
 DM7922
 DM7922;                    North         East    Units  Estimated Accuracy
 DM7922;SPC NJ       -    30,170.      123,810.      MT  (+/- 180 meters Scaled)
 DM7922
 DM7922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ170284(NAD 83)
 DM7922
 DM7922                          SUPERSEDED SURVEY CONTROL
 DM7922
 DM7922.No superseded survey control is available for this station.
 DM7922
 DM7922_MARKER: DD = SURVEY DISK
 DM7922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7922_STAMPING: 8775
 DM7922_MARK LOGO: NJDCED
 DM7922_PROJECTION: RECESSED 20 CENTIMETERS
 DM7922_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7922+STABILITY: SURFACE MOTION
 DM7922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7922+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2009
 DM7922
 DM7922  HISTORY     - Date     Condition        Report By
 DM7922  HISTORY     - 1940     MONUMENTED       NJDCED
 DM7922  HISTORY     - 20090721 GOOD             NJGS
 DM7922
 DM7922                          STATION DESCRIPTION
 DM7922
 DM7922'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DM7922'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE SOUTHEAST SIDE OF US
 DM7922'HIGHWAY 9, AT THE NORTHEAST CORNER OF THE TEE-JUNCTION WITH CEDAR
 DM7922'DRIVE.
 DM7922'
 DM7922'TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 DM7922'(EXIT 11) AND CREST HAVEN ROAD (COUNTY ROUTE 609), GO 0.25 MI (0.4 KM)
 DM7922'NORTHWEST ON CREST HAVEN ROAD TO THE JUNCTION WITH US HIGHWAY 9.  TURN
 DM7922'RIGHT AND GO 0.45 MI (0.7 KM) NORTHEAST ON US HIGHWAY 9 TO THE STATION
 DM7922'ON THE RIGHT.
 DM7922'
 DM7922'THE STATION IS ABOUT 300 FT (91.4 M) NORTHEAST OF THE CENTERLINE OF
 DM7922'PARKWAY DRIVE, 53.2 FT (16.2 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DM7922'THE GARAGE TO HOUSE NUMBER 900, 26.5 FT (8.1 M) SOUTH OF THE
 DM7922'CENTERLINE OF US HIGHWAY 9, 65.9 FT (20.1 M) SOUTHWEST OF POLE NUMBER
 DM7922'W20268, 72 FT (21.9 M) NORTHWEST OF THE NORTHWEST CORNER OF A 1-STORY
 DM7922'FRAME COTTAGE, 6.5 FT (2.0 M) SOUTHEAST OF A HIGHWAY DELINEATOR WITH A
 DM7922'NJGS WITNESS SIGN ATTACHED..
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7917 ***********************************************************************
 DM7917  DESIGNATION -  8777
 DM7917  PID         -  DM7917
 DM7917  STATE/COUNTY-  NJ/CAPE MAY
 DM7917  COUNTRY     -  US
 DM7917  USGS QUAD   -  STONE HARBOR (2019)
 DM7917
 DM7917                         *CURRENT SURVEY CONTROL
 DM7917  ______________________________________________________________________
 DM7917* NAD 83(1986) POSITION- 39 05 52.     (N) 074 48 45.     (W)   SCALED
 DM7917* NAVD 88 ORTHO HEIGHT -     4.495 (meters)       14.75  (feet) ADJUSTED
 DM7917  ______________________________________________________________________
 DM7917  GEOID HEIGHT    -        -35.142 (meters)                     GEOID18
 DM7917  DYNAMIC HEIGHT  -          4.493 (meters)       14.74  (feet) COMP
 DM7917  MODELED GRAVITY -    980,067.9   (mgal)                       NAVD 88
 DM7917
 DM7917  VERT ORDER      -  FIRST     CLASS II
 DM7917
 DM7917.The horizontal coordinates were scaled from a map and have
 DM7917.an estimated accuracy of +/- 6 seconds.
 DM7917
 DM7917.The orthometric height was determined by differential leveling and
 DM7917.adjusted by the NATIONAL GEODETIC SURVEY
 DM7917.in May 2012.
 DM7917
 DM7917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7917.GEOID18 height accuracy estimate available here.
 DM7917
 DM7917.Click photographs - Photos may exist for this station.
 DM7917
 DM7917.The dynamic height is computed by dividing the NAVD 88
 DM7917.geopotential number by the normal gravity value computed on the
 DM7917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7917.degrees latitude (g = 980.6199 gals.).
 DM7917
 DM7917.The modeled gravity was interpolated from observed gravity values.
 DM7917
 DM7917;                    North         East    Units  Estimated Accuracy
 DM7917;SPC NJ       -    29,400.      122,970.      MT  (+/- 180 meters Scaled)
 DM7917
 DM7917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ162276(NAD 83)
 DM7917
 DM7917                          SUPERSEDED SURVEY CONTROL
 DM7917
 DM7917.No superseded survey control is available for this station.
 DM7917
 DM7917_MARKER: DD = SURVEY DISK
 DM7917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7917_STAMPING: 8777
 DM7917_MARK LOGO: NJDCED
 DM7917_PROJECTION: RECESSED 20 CENTIMETERS
 DM7917_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7917+STABILITY: SURFACE MOTION
 DM7917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7917+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2020
 DM7917
 DM7917  HISTORY     - Date     Condition        Report By
 DM7917  HISTORY     - 1940     MONUMENTED       NJDCED
 DM7917  HISTORY     - 20090721 GOOD             NJGS
 DM7917  HISTORY     - 20200401 GOOD             NJGS
 DM7917
 DM7917                          STATION DESCRIPTION
 DM7917
 DM7917'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DM7917'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE WEST SIDE OF US
 DM7917'HIGHWAY 9, AT THE SOUTHWEST SIDE OF THE TEE-JUNCTION WITH EASY STREET.
 DM7917'TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 DM7917'(EXIT 11) AND CREST HAVEN ROAD (COUNTY ROUTE 609), GO 0.25 MI (0.4 KM)
 DM7917'NORTHWEST ON CREST HAVEN ROAD TO THE JUNCTION WITH US HIGHWAY 9, TURN
 DM7917'LEFT AND GO ABOUT 0.3 MI (0.5 KM) SOUTH ON US HIGHWAY 9 TO THE STATION
 DM7917'ON THE RIGHT.
 DM7917'
 DM7917'THE STATION IS 38.5 FT (11.7 M) SOUTH-SOUTHWEST OF THE EXTENDED
 DM7917'CENTERLINE OF EASY STREET, 20.5 FT (6.2 M) WEST OF THE CENTERLINE OF
 DM7917'US HIGHWAY 9, 70.5 FT (21.5 M) SOUTH-SOUTHWEST OF POLE NUMBER W1404,
 DM7917'116.7 FT (35.6 M) NORTH-NORTHEAST OF POLE NUMBER W1405, 46.4 FT (14.1
 DM7917'M) WEST AND ACROSS THE ROAD FROM POLE NUMBER W1406, 4 FT (1.2 M) WEST
 DM7917'OF THE WEST EDGE OF PAVING, 1.5 FT (0.5 M) EAST OF A METAL WITNESS
 DM7917'POST.
 DM7917
 DM7917                          STATION RECOVERY (2020)
 DM7917
 DM7917'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 DM7917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0422 ***********************************************************************
 JU0422  DESIGNATION -  8784
 JU0422  PID         -  JU0422
 JU0422  STATE/COUNTY-  NJ/CAPE MAY
 JU0422  COUNTRY     -  US
 JU0422  USGS QUAD   -  STONE HARBOR (2019)
 JU0422
 JU0422                         *CURRENT SURVEY CONTROL
 JU0422  ______________________________________________________________________
 JU0422* NAD 83(1986) POSITION- 39 04 32.4    (N) 074 49 37.8    (W)   HD_HELD2
 JU0422* NAVD 88 ORTHO HEIGHT -     5.453 (meters)       17.89  (feet) ADJUSTED
 JU0422  ______________________________________________________________________
 JU0422  GEOID HEIGHT    -        -35.204 (meters)                     GEOID18
 JU0422  DYNAMIC HEIGHT  -          5.450 (meters)       17.88  (feet) COMP
 JU0422  MODELED GRAVITY -    980,064.8   (mgal)                       NAVD 88
 JU0422
 JU0422  VERT ORDER      -  FIRST     CLASS II
 JU0422
 JU0422.The horizontal coordinates were established by autonomous hand held GPS
 JU0422.observations and have an estimated accuracy of +/- 10 meters.
 JU0422
 JU0422.The orthometric height was determined by differential leveling and
 JU0422.adjusted by the NATIONAL GEODETIC SURVEY
 JU0422.in June 1991.
 JU0422
 JU0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0422.GEOID18 height accuracy estimate available here.
 JU0422
 JU0422.Click photographs - Photos may exist for this station.
 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       -    26,951.      121,692.      MT  (+/- 10 meters HH2 GPS)
 JU0422
 JU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1494925187(NAD 83)
 JU0422
 JU0422                          SUPERSEDED SURVEY CONTROL
 JU0422
 JU0422  NGVD 29 (04/16/92)    5.855  (m)           19.21   (f) ADJUSTED    1 2
 JU0422  NGVD 29 (01/10/92)    5.855  (m)           19.21   (f) SUPERSEDED  1 2
 JU0422  NGVD 29 (??/??/87)    5.855  (m)           19.21   (f) SUPERSEDED  1 2
 JU0422
 JU0422.Superseded values are not recommended for survey control.
 JU0422
 JU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0422.See file dsdata.pdf to determine how the superseded data were derived.
 JU0422
 JU0422_MARKER: DD = SURVEY DISK
 JU0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0422_STAMPING: 8784
 JU0422_MARK LOGO: NJDCED
 JU0422_PROJECTION: RECESSED 10 CENTIMETERS
 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 01, 2009
 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  HISTORY     - 20080617 GOOD             UE
 JU0422  HISTORY     - 20090801 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.
 JU0422
 JU0422                          STATION RECOVERY (2008)
 JU0422
 JU0422'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0422'RECOVERED IN GOOD CONDITION.
 JU0422
 JU0422                          STATION RECOVERY (2009)
 JU0422
 JU0422'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 JU0422'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, CAPE MAY COURT HOUSE, ON
 JU0422'THE NORTHEAST CORNER OF US HIGHWAY 9 AND COLONIAL AVENUE.
 JU0422'
 JU0422'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 9 AND MECHANIC
 JU0422'STREET AT THE CAPE MAY COURT HOUSE, GO 0.5 MI (0.8 KM) SOUTH-SOUTHWEST
 JU0422'ON HIGHWAY 9 TO THE STATION ON THE LEFT.
 JU0422'
 JU0422'THE STATION IS BETWEEN THE COLONIAL AVENUE STREET SIGN AND A STOP SIGN
 JU0422'WITH A NJGS WITNESS SIGN ATTACHED, 1.3 FT (0.4 M) NORTHWEST OF THE
 JU0422'STOP SIGN, 3 FT (0.9 M) SOUTHEAST OF THE COLONIAL AVENUE STREET SIGN,
 JU0422'11.5 FT (3.5 M) SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 9, 20.9 FT
 JU0422'(6.4 M) SOUTH OF AN ALUMINUM POLE FOR A FLASHING SCHOOL SIGN, 3.2 FT
 JU0422'(1.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0448 ***********************************************************************
 JU0448  DESIGNATION -  8793 NJGS
 JU0448  PID         -  JU0448
 JU0448  STATE/COUNTY-  NJ/CAPE MAY
 JU0448  COUNTRY     -  US
 JU0448  USGS QUAD   -  STONE HARBOR (2019)
 JU0448
 JU0448                         *CURRENT SURVEY CONTROL
 JU0448  ______________________________________________________________________
 JU0448* NAD 83(1986) POSITION- 39 03 16.     (N) 074 45 38.     (W)   SCALED
 JU0448* NAVD 88 ORTHO HEIGHT -     1.091 (meters)        3.58  (feet) ADJUSTED
 JU0448  ______________________________________________________________________
 JU0448  GEOID HEIGHT    -        -35.332 (meters)                     GEOID18
 JU0448  DYNAMIC HEIGHT  -          1.090 (meters)        3.58  (feet) COMP
 JU0448  MODELED GRAVITY -    980,059.9   (mgal)                       NAVD 88
 JU0448
 JU0448  VERT ORDER      -  SECOND    CLASS 0
 JU0448
 JU0448.The horizontal coordinates were scaled from a map and have
 JU0448.an estimated accuracy of +/- 6 seconds.
 JU0448
 JU0448.The orthometric height was determined by differential leveling and
 JU0448.adjusted by the NATIONAL GEODETIC SURVEY
 JU0448.in June 1991.
 JU0448
 JU0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0448.GEOID18 height accuracy estimate available here.
 JU0448
 JU0448.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ207228(NAD 83)
 JU0448
 JU0448                          SUPERSEDED SURVEY CONTROL
 JU0448
 JU0448  NGVD 29 (04/16/92)    1.492  (m)            4.89   (f) ADJUSTED    2 0
 JU0448  NGVD 29 (??/??/87)    1.509  (m)            4.95   (f) SUPERSEDED  2 0
 JU0448
 JU0448.Superseded values are not recommended for survey control.
 JU0448
 JU0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0448.See file dsdata.pdf to determine how the superseded data were derived.
 JU0448
 JU0448_MARKER: DD = SURVEY DISK
 JU0448_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0593 ***********************************************************************
 JU0593  DESIGNATION -  88
 JU0593  PID         -  JU0593
 JU0593  STATE/COUNTY-  NJ/BURLINGTON
 JU0593  COUNTRY     -  US
 JU0593  USGS QUAD   -  CHATSWORTH (2019)
 JU0593
 JU0593                         *CURRENT SURVEY CONTROL
 JU0593  ______________________________________________________________________
 JU0593* NAD 83(1986) POSITION- 39 47 23.74   (N) 074 35 46.06   (W)   HD_HELD1
 JU0593* NAVD 88 ORTHO HEIGHT -    26.239 (meters)       86.09  (feet) ADJUSTED
 JU0593  ______________________________________________________________________
 JU0593  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 JU0593  DYNAMIC HEIGHT  -         26.227 (meters)       86.05  (feet) COMP
 JU0593  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 JU0593
 JU0593  VERT ORDER      -  SECOND    CLASS 0
 JU0593
 JU0593.The horizontal coordinates were determined by differentially corrected
 JU0593.hand held GPS observations or other comparable positioning techniques
 JU0593.and have an estimated accuracy of +/- 3 meters.
 JU0593
 JU0593.The orthometric height was determined by differential leveling and
 JU0593.adjusted by the NATIONAL GEODETIC SURVEY
 JU0593.in June 1991.
 JU0593
 JU0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0593.GEOID18 height accuracy estimate available here.
 JU0593
 JU0593.Click photographs - Photos may exist for this station.
 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       -   106,196.3     141,767.0     MT  (+/- 3 meters HH1 GPS) 
 JU0593
 JU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3457904519(NAD 83)
 JU0593
 JU0593                          SUPERSEDED SURVEY CONTROL
 JU0593
 JU0593  NGVD 29 (11/26/84)   26.619  (m)           87.33   (f) ADJUSTED    2 0
 JU0593
 JU0593.Superseded values are not recommended for survey control.
 JU0593
 JU0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0593.See file dsdata.pdf to determine how the superseded data were derived.
 JU0593
 JU0593_MARKER: B = BOLT
 JU0593_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0593+WITH SETTING: PAVEMENT
 JU0593_SP_SET: MILEPOST BASE
 JU0593_MARK LOGO: CNJRR
 JU0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0593+STABILITY: SURFACE MOTION
 JU0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0593+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 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  HISTORY     - 20191120 POOR             NJGS
 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.
 JU0593
 JU0593                          STATION RECOVERY (2019)
 JU0593
 JU0593'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU0593'A 2 FT (0.6 M) X 2 FT (0.6 M) CONCRETE BASE WAS FOUND AT THE LOCATION
 JU0593'WITH THE ONE LUG REMOVED AND THE OTHER LUG BENT.  NO MILEPOST SIGN
 JU0593'PRESENT.
 JU0593'
 JU0593'NOTE, CANNOT GPS DUE TO OBSTRUCTION BY TREES.
 JU0593'
 JU0593'NOTE, THE COORDINATES GIVEN IN THE DESCRIPTION ARE INACCURATE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0161 ***********************************************************************
 KV0161  DESIGNATION -  88.82
 KV0161  PID         -  KV0161
 KV0161  STATE/COUNTY-  NJ/PASSAIC
 KV0161  COUNTRY     -  US
 KV0161  USGS QUAD   -  PATERSON (2016)
 KV0161
 KV0161                         *CURRENT SURVEY CONTROL
 KV0161  ______________________________________________________________________
 KV0161* NAD 83(1986) POSITION- 40 55 00.5    (N) 074 10 18.4    (W)   HD_HELD2
 KV0161* NAVD 88 ORTHO HEIGHT -    26.762 (meters)       87.80  (feet) ADJUSTED
 KV0161  ______________________________________________________________________
 KV0161  GEOID HEIGHT    -        -32.236 (meters)                     GEOID18
 KV0161  DYNAMIC HEIGHT  -         26.751 (meters)       87.77  (feet) COMP
 KV0161  MODELED GRAVITY -    980,210.1   (mgal)                       NAVD 88
 KV0161
 KV0161  VERT ORDER      -  FIRST     CLASS II
 KV0161
 KV0161.The horizontal coordinates were established by autonomous hand held GPS
 KV0161.observations and have an estimated accuracy of +/- 10 meters.
 KV0161
 KV0161.The orthometric height was determined by differential leveling and
 KV0161.adjusted by the NATIONAL GEODETIC SURVEY
 KV0161.in June 1991.
 KV0161
 KV0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0161.GEOID18 height accuracy estimate available here.
 KV0161
 KV0161.Click photographs - Photos may exist for this station.
 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       -   231,361.      177,647.      MT  (+/- 10 meters HH2 GPS)
 KV0161
 KV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6974229851(NAD 83)
 KV0161
 KV0161                          SUPERSEDED SURVEY CONTROL
 KV0161
 KV0161  NGVD 29 (11/26/84)   27.045  (m)           88.73   (f) ADJUSTED    1 2
 KV0161
 KV0161.Superseded values are not recommended for survey control.
 KV0161
 KV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0161.See file dsdata.pdf to determine how the superseded data were derived.
 KV0161
 KV0161_MARKER: X = CHISELED CROSS
 KV0161_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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 = JULY 24, 2026 22:12:30 EDT
 KV6654 ***********************************************************************
 KV6654  DESIGNATION -  8808
 KV6654  PID         -  KV6654
 KV6654  STATE/COUNTY-  NJ/BURLINGTON
 KV6654  COUNTRY     -  US
 KV6654  USGS QUAD   -  BRISTOL (2019)
 KV6654
 KV6654                         *CURRENT SURVEY CONTROL
 KV6654  ______________________________________________________________________
 KV6654* NAD 83(1986) POSITION- 40 05 08.     (N) 074 49 56.     (W)   SCALED
 KV6654* NAVD 88 ORTHO HEIGHT -     9.638 (meters)       31.62  (feet) ADJUSTED
 KV6654  ______________________________________________________________________
 KV6654  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 KV6654  DYNAMIC HEIGHT  -          9.634 (meters)       31.61  (feet) COMP
 KV6654  MODELED GRAVITY -    980,193.8   (mgal)                       NAVD 88
 KV6654
 KV6654  VERT ORDER      -  FIRST     CLASS II
 KV6654
 KV6654.The horizontal coordinates were scaled from a map and have
 KV6654.an estimated accuracy of +/- 6 seconds.
 KV6654
 KV6654.The orthometric height was determined by differential leveling and
 KV6654.adjusted by the NATIONAL GEODETIC SURVEY
 KV6654.in January 1994.
 KV6654
 KV6654.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6654.GEOID18 height accuracy estimate available here.
 KV6654
 KV6654.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK143372(NAD 83)
 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
 KV6654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6654.See file dsdata.pdf to determine how the superseded data were derived.
 KV6654
 KV6654_MARKER: DB = BENCH MARK DISK
 KV6654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6654_STAMPING: 8808 32.794
 KV6654_MARK LOGO: NJDCED
 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 = JULY 24, 2026 22:12:30 EDT
 KV1144 ***********************************************************************
 KV1144  DESIGNATION -  8833 NJGS
 KV1144  PID         -  KV1144
 KV1144  STATE/COUNTY-  NJ/BURLINGTON
 KV1144  COUNTRY     -  US
 KV1144  USGS QUAD   -  TRENTON EAST (2019)
 KV1144
 KV1144                         *CURRENT SURVEY CONTROL
 KV1144  ______________________________________________________________________
 KV1144* NAD 83(1986) POSITION- 40 08 22.     (N) 074 42 26.     (W)   SCALED
 KV1144* NAVD 88 ORTHO HEIGHT -    18.383 (meters)       60.31  (feet) ADJUSTED
 KV1144  ______________________________________________________________________
 KV1144  GEOID HEIGHT    -        -32.771 (meters)                     GEOID18
 KV1144  DYNAMIC HEIGHT  -         18.375 (meters)       60.29  (feet) COMP
 KV1144  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 KV1144
 KV1144  VERT ORDER      -  FIRST     CLASS II
 KV1144
 KV1144.The horizontal coordinates were scaled from a map and have
 KV1144.an estimated accuracy of +/- 6 seconds.
 KV1144
 KV1144.The orthometric height was determined by differential leveling and
 KV1144.adjusted by the NATIONAL GEODETIC SURVEY
 KV1144.in June 1991.
 KV1144
 KV1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1144.GEOID18 height accuracy estimate available here.
 KV1144
 KV1144.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK249432(NAD 83)
 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
 KV1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1144.See file dsdata.pdf to determine how the superseded data were derived.
 KV1144
 KV1144_MARKER: DD = SURVEY DISK
 KV1144_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV6655 ***********************************************************************
 KV6655  DESIGNATION -  8841
 KV6655  PID         -  KV6655
 KV6655  STATE/COUNTY-  NJ/BURLINGTON
 KV6655  COUNTRY     -  US
 KV6655  USGS QUAD   -  BRISTOL (2019)
 KV6655
 KV6655                         *CURRENT SURVEY CONTROL
 KV6655  ______________________________________________________________________
 KV6655* NAD 83(1986) POSITION- 40 04 36.     (N) 074 50 39.     (W)   SCALED
 KV6655* NAVD 88 ORTHO HEIGHT -     2.544 (meters)        8.35  (feet) ADJUSTED
 KV6655  ______________________________________________________________________
 KV6655  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 KV6655  DYNAMIC HEIGHT  -          2.542 (meters)        8.34  (feet) COMP
 KV6655  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 KV6655
 KV6655  VERT ORDER      -  FIRST     CLASS II
 KV6655
 KV6655.The horizontal coordinates were scaled from a map and have
 KV6655.an estimated accuracy of +/- 6 seconds.
 KV6655
 KV6655.The orthometric height was determined by differential leveling and
 KV6655.adjusted by the NATIONAL GEODETIC SURVEY
 KV6655.in January 1994.
 KV6655
 KV6655.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6655.GEOID18 height accuracy estimate available here.
 KV6655
 KV6655.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK132362(NAD 83)
 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
 KV6655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6655.See file dsdata.pdf to determine how the superseded data were derived.
 KV6655
 KV6655_MARKER: DD = SURVEY DISK
 KV6655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6655_STAMPING: 8841
 KV6655_MARK LOGO: NJDCED
 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  HISTORY     - 20080718 MARK NOT FOUND   UE
 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.
 KV6655
 KV6655                          STATION RECOVERY (2008)
 KV6655
 KV6655'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV6655'THE LANES OF ROUTE 130 HAD BEEN SHIFTED NORTHWARD TO MAKE A LARGER
 KV6655'RADIUS IN THE ROADWAY. THE ORIGINAL NORTHBOUND LAND AND A PORTION OF
 KV6655'THE ORIGINAL GRASSED MEDIAN STILL EXIST FOR ACCESS TO HOUSES FRONTING
 KV6655'ON ROUTE 130. TIES IN THE PUBLISHED DATABASE LEAD TO A POINT ON THE
 KV6655'OUTER NORTHBOUND LANE, CLOSE TO THE OUTER EDGE OF THE LANE, AT A POINT
 KV6655'NEAR WHERE THE CONCRETE MEDIAN BEGINS.
 KV6655'
 KV6655'IT SHOULD BE SAFE TO ASSUME THE MONUMENT IS NO LONGER THERE, EVEN AT
 KV6655'THE 1.6 FOOT DEPTH MENTIONED IN THE DATASHEET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7236 ***********************************************************************
 DM7236  DESIGNATION -  8843
 DM7236  PID         -  DM7236
 DM7236  STATE/COUNTY-  NJ/BURLINGTON
 DM7236  COUNTRY     -  US
 DM7236  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7236
 DM7236                         *CURRENT SURVEY CONTROL
 DM7236  ______________________________________________________________________
 DM7236* NAD 83(1986) POSITION- 39 59 14.55   (N) 074 48 42.43   (W)   HD_HELD1
 DM7236* NAVD 88 ORTHO HEIGHT -    11.753 (meters)       38.56  (feet) ADJUSTED
 DM7236  ______________________________________________________________________
 DM7236  GEOID HEIGHT    -        -32.664 (meters)                     GEOID18
 DM7236  DYNAMIC HEIGHT  -         11.748 (meters)       38.54  (feet) COMP
 DM7236  MODELED GRAVITY -    980,199.0   (mgal)                       NAVD 88
 DM7236
 DM7236  VERT ORDER      -  FIRST     CLASS II
 DM7236
 DM7236.The horizontal coordinates were determined by differentially corrected
 DM7236.hand held GPS observations or other comparable positioning techniques
 DM7236.and have an estimated accuracy of +/- 3 meters.
 DM7236
 DM7236.The orthometric height was determined by differential leveling and
 DM7236.adjusted by the NATIONAL GEODETIC SURVEY
 DM7236.in May 2011.
 DM7236
 DM7236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7236.GEOID18 height accuracy estimate available here.
 DM7236
 DM7236.Click photographs - Photos may exist for this station.
 DM7236
 DM7236.The dynamic height is computed by dividing the NAVD 88
 DM7236.geopotential number by the normal gravity value computed on the
 DM7236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7236.degrees latitude (g = 980.6199 gals.).
 DM7236
 DM7236.The modeled gravity was interpolated from observed gravity values.
 DM7236
 DM7236;                    North         East    Units  Estimated Accuracy
 DM7236;SPC NJ       -   128,159.3     123,373.1     MT  (+/- 3 meters HH1 GPS) 
 DM7236
 DM7236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1606826372(NAD 83)
 DM7236
 DM7236                          SUPERSEDED SURVEY CONTROL
 DM7236
 DM7236.No superseded survey control is available for this station.
 DM7236
 DM7236_MARKER: DD = SURVEY DISK
 DM7236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7236_STAMPING: 8843
 DM7236_MARK LOGO: NJDCED
 DM7236_PROJECTION: RECESSED 8 CENTIMETERS
 DM7236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7236+STABILITY: SURFACE MOTION
 DM7236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7236+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2022
 DM7236
 DM7236  HISTORY     - Date     Condition        Report By
 DM7236  HISTORY     - 1938     MONUMENTED       NJDCED
 DM7236  HISTORY     - 20080507 GOOD             NJGS
 DM7236  HISTORY     - 20220909 GOOD             NJGS
 DM7236
 DM7236                          STATION DESCRIPTION
 DM7236
 DM7236'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 DM7236'THE STATION IS LOCATED IN HAINESPORT TOWNSHIP, ON THE SOUTH SIDE OF
 DM7236'MARNE HIGHWAY (COUNTY ROAD 537).
 DM7236'
 DM7236'TO REACH THE STATION FROM THE INTERSECTION OF MARNE HIGHWAY (COUNTY
 DM7236'ROAD 537) AND THE MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.2 MI (0.3
 DM7236'KM) SOUTHWEST ON MARNE HIGHWAY TO THE STATION ON THE LEFT.
 DM7236'
 DM7236'THE STATION IS 7.7 M (25.3 FT) SOUTH OF THE CENTERLINE OF MARNE
 DM7236'HIGHWAY, 24.6 M (80.7 FT) EAST OF WOOD POLE NUMBER 217, AND 26.5 M
 DM7236'(86.9 FT) WEST OF WOOD UTILITY POLE NUMBER 218, 17.68 M (58.0 FT)
 DM7236'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM POLE NUMBER 135HP, 26.04 M
 DM7236'(85.4 FT) NORTHWEST OF THE CENTER OF A CONCRETE CULVERT ON THE NORTH
 DM7236'SIDE OF A DETENTION BASIN FOR THE FAITH CHRISTIAN ASSEMBLY CHURCH.
 DM7236
 DM7236                          STATION RECOVERY (2022)
 DM7236
 DM7236'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DM7236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7237 ***********************************************************************
 DM7237  DESIGNATION -  8844
 DM7237  PID         -  DM7237
 DM7237  STATE/COUNTY-  NJ/BURLINGTON
 DM7237  COUNTRY     -  US
 DM7237  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7237
 DM7237                         *CURRENT SURVEY CONTROL
 DM7237  ______________________________________________________________________
 DM7237* NAD 83(1986) POSITION- 39 59 09.     (N) 074 49 05.     (W)   SCALED
 DM7237* NAVD 88 ORTHO HEIGHT -    12.616 (meters)       41.39  (feet) ADJUSTED
 DM7237  ______________________________________________________________________
 DM7237  GEOID HEIGHT    -        -32.668 (meters)                     GEOID18
 DM7237  DYNAMIC HEIGHT  -         12.611 (meters)       41.37  (feet) COMP
 DM7237  MODELED GRAVITY -    980,198.7   (mgal)                       NAVD 88
 DM7237
 DM7237  VERT ORDER      -  FIRST     CLASS II
 DM7237
 DM7237.The horizontal coordinates were scaled from a map and have
 DM7237.an estimated accuracy of +/- 6 seconds.
 DM7237
 DM7237.The orthometric height was determined by differential leveling and
 DM7237.adjusted by the NATIONAL GEODETIC SURVEY
 DM7237.in May 2011.
 DM7237
 DM7237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7237.GEOID18 height accuracy estimate available here.
 DM7237
 DM7237.Click photographs - Photos may exist for this station.
 DM7237
 DM7237.The dynamic height is computed by dividing the NAVD 88
 DM7237.geopotential number by the normal gravity value computed on the
 DM7237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7237.degrees latitude (g = 980.6199 gals.).
 DM7237
 DM7237.The modeled gravity was interpolated from observed gravity values.
 DM7237
 DM7237;                    North         East    Units  Estimated Accuracy
 DM7237;SPC NJ       -   127,990.      122,840.      MT  (+/- 180 meters Scaled)
 DM7237
 DM7237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK155262(NAD 83)
 DM7237
 DM7237                          SUPERSEDED SURVEY CONTROL
 DM7237
 DM7237.No superseded survey control is available for this station.
 DM7237
 DM7237_MARKER: DD = SURVEY DISK
 DM7237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7237_STAMPING: 8844
 DM7237_MARK LOGO: NJDCED
 DM7237_PROJECTION: RECESSED 10 CENTIMETERS
 DM7237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7237+STABILITY: SURFACE MOTION
 DM7237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7237+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2008
 DM7237
 DM7237  HISTORY     - Date     Condition        Report By
 DM7237  HISTORY     - 1938     MONUMENTED       NJDCED
 DM7237  HISTORY     - 20080509 POOR             NJGS
 DM7237
 DM7237                          STATION DESCRIPTION
 DM7237
 DM7237'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7237'THE STATION IS LOCATED IN HAINESPORT TOWNSHIP, ON THE NORTH SIDE OF
 DM7237'MARNE HIGHWAY (COUNTY ROAD 537).
 DM7237'
 DM7237'TO REACH THE STATION FROM THE INTERSECTION OF MARNE HIGHWAY (COUNTY
 DM7237'ROAD 537) AND THE MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.6 MI (1.0
 DM7237'KM) SOUTHWEST ON MARNE HIGHWAY TO THE STATION ON THE RIGHT.
 DM7237'
 DM7237'THIS STATION IS 6.4 M (21.0 FT) NORTH OF THE CENTERLINE OF COUNTY
 DM7237'ROUTE 537, 38.5 FT (11.7 M) WEST OF WOOD UTILITY POLE NUMBER 162HP,
 DM7237'94.3 FT (28.7 M) EAST OF WOOD UTILITY POLE NUMBER 163HP, 49.6 FT (15.1
 DM7237'M) NORTH-NORTHEAST AND ACROSS THE ROAD FROM POLE NUMBER 206, 2.6 FT
 DM7237'(0.8 M) NORTH OF A SIGN (DEER AREA) WITH A WITNESS SIGN ATTACHED.
 DM7237'
 DM7237'THE MONUMENT IS LEANING TO THE NORTH, THE ELEVATION WAS ESTABLISHED ON
 DM7237'THE DATUM POINT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7238 ***********************************************************************
 DM7238  DESIGNATION -  8846
 DM7238  PID         -  DM7238
 DM7238  STATE/COUNTY-  NJ/BURLINGTON
 DM7238  COUNTRY     -  US
 DM7238  USGS QUAD   -  MOUNT HOLLY (2019)
 DM7238
 DM7238                         *CURRENT SURVEY CONTROL
 DM7238  ______________________________________________________________________
 DM7238* NAD 83(1986) POSITION- 39 59 00.     (N) 074 49 40.     (W)   SCALED
 DM7238* NAVD 88 ORTHO HEIGHT -    10.050 (meters)       32.97  (feet) ADJUSTED
 DM7238  ______________________________________________________________________
 DM7238  GEOID HEIGHT    -        -32.674 (meters)                     GEOID18
 DM7238  DYNAMIC HEIGHT  -         10.045 (meters)       32.96  (feet) COMP
 DM7238  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 DM7238
 DM7238  VERT ORDER      -  FIRST     CLASS II
 DM7238
 DM7238.The horizontal coordinates were scaled from a map and have
 DM7238.an estimated accuracy of +/- 6 seconds.
 DM7238
 DM7238.The orthometric height was determined by differential leveling and
 DM7238.adjusted by the NATIONAL GEODETIC SURVEY
 DM7238.in May 2011.
 DM7238
 DM7238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7238.GEOID18 height accuracy estimate available here.
 DM7238
 DM7238.Click photographs - Photos may exist for this station.
 DM7238
 DM7238.The dynamic height is computed by dividing the NAVD 88
 DM7238.geopotential number by the normal gravity value computed on the
 DM7238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7238.degrees latitude (g = 980.6199 gals.).
 DM7238
 DM7238.The modeled gravity was interpolated from observed gravity values.
 DM7238
 DM7238;                    North         East    Units  Estimated Accuracy
 DM7238;SPC NJ       -   127,720.      122,010.      MT  (+/- 180 meters Scaled)
 DM7238
 DM7238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK147259(NAD 83)
 DM7238
 DM7238                          SUPERSEDED SURVEY CONTROL
 DM7238
 DM7238.No superseded survey control is available for this station.
 DM7238
 DM7238_MARKER: DD = SURVEY DISK
 DM7238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7238_STAMPING: 8846
 DM7238_MARK LOGO: NJDCED
 DM7238_PROJECTION: RECESSED 3 CENTIMETERS
 DM7238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7238+STABILITY: SURFACE MOTION
 DM7238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7238+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2008
 DM7238
 DM7238  HISTORY     - Date     Condition        Report By
 DM7238  HISTORY     - 1938     MONUMENTED       NJDCED
 DM7238  HISTORY     - 20080509 GOOD             NJGS
 DM7238
 DM7238                          STATION DESCRIPTION
 DM7238
 DM7238'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (EJO)
 DM7238'THE STATION IS LOCATED IN HAINESPORT TOWNSHIP, ON THE SOUTH SIDE OF
 DM7238'MARNE HIGHWAY (COUNTY ROAD 537).
 DM7238'
 DM7238'TO REACH THE STATION FROM THE INTERSECTION OF MARNE HIGHWAY (COUNTY
 DM7238'ROAD 537) AND THE MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 1.1 MI (1.8
 DM7238'KM) SOUTHWEST ON MARNE HIGHWAY TO THE STATION ON THE LEFT.
 DM7238'
 DM7238'THE STATION IS 8.1 M (26.6 FT) SOUTH OF THE CENTERLINE OF MARNE
 DM7238'HIGHWAY, 19.2 M (63.0 FT) SOUTHEAST OF POLE NUMBER E60027HP, 27.2 M
 DM7238'(89.2 FT) SOUTHWEST OF POLE NUMBER E60026HP, 77.6 M (254.6 FT) WEST OF
 DM7238'THE CENTERLINE OF LUMBERTON ROAD (COUNTY ROAD 641).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8755 ***********************************************************************
 AB8755  DESIGNATION -  8860
 AB8755  PID         -  AB8755
 AB8755  STATE/COUNTY-  NJ/BURLINGTON
 AB8755  COUNTRY     -  US
 AB8755  USGS QUAD   -  BRISTOL (2019)
 AB8755
 AB8755                         *CURRENT SURVEY CONTROL
 AB8755  ______________________________________________________________________
 AB8755* NAD 83(2011) POSITION- 40 04 01.21478(N) 074 52 30.76375(W)   ADJUSTED
 AB8755* NAD 83(2011) ELLIP HT-   -28.143 (meters)        (06/27/12)   ADJUSTED
 AB8755* NAD 83(2011) EPOCH   -  2010.00
 AB8755* NAVD 88 ORTHO HEIGHT -     4.7   (meters)       15.    (feet) GPS OBS
 AB8755  ______________________________________________________________________
 AB8755  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8755  GEOID HEIGHT    -        -33.167 (meters)                     GEOID93
 AB8755  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 AB8755  NAD 83(2011) X  -  1,275,361.638 (meters)                     COMP
 AB8755  NAD 83(2011) Y  - -4,718,582.845 (meters)                     COMP
 AB8755  NAD 83(2011) Z  -  4,083,663.892 (meters)                     COMP
 AB8755  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 AB8755
 AB8755  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8755  Standards:
 AB8755         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8755            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8755  -------------------------------------------------------------------
 AB8755  NETWORK    0.40   0.80           0.18   0.14   0.41      0.02666313
 AB8755  -------------------------------------------------------------------
 AB8755  Click here for local accuracies and other accuracy information.
 AB8755
 AB8755.The horizontal coordinates were established by GPS observations
 AB8755.and adjusted by the National Geodetic Survey in June 2012.
 AB8755
 AB8755.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8755.been affixed to the stable North American tectonic plate. See 
 AB8755.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8755
 AB8755.The horizontal coordinates are valid at the epoch date displayed above
 AB8755.which is a decimal equivalence of Year/Month/Day.
 AB8755
 AB8755.The orthometric height was determined by GPS observations and a
 AB8755.high-resolution geoid model.
 AB8755
 AB8755.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8755.GEOID18 height accuracy estimate available here.
 AB8755
 AB8755.Click photographs - Photos may exist for this station.
 AB8755
 AB8755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8755
 AB8755.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8755
 AB8755.The ellipsoidal height was determined by GPS observations
 AB8755.and is referenced to NAD 83.
 AB8755
 AB8755. The following values were computed from the NAD 83(2011) position.
 AB8755
 AB8755;                    North         East     Units Scale Factor Converg.
 AB8755;SPC NJ       -   137,020.942   117,993.687   MT  0.99991261   -0 14 29.5
 AB8755;SPC NJ       -   449,542.87    387,117.62   sFT  0.99991261   -0 14 29.5
 AB8755;UTM  18      - 4,435,201.521   510,641.436   MT  0.99960139   +0 04 49.2
 AB8755
 AB8755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8755!SPC NJ       -   1.00000442  x   0.99991261  =   0.99991702
 AB8755!UTM  18      -   1.00000442  x   0.99960139  =   0.99960580
 AB8755
 AB8755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1064135201(NAD 83)
 AB8755
 AB8755                          SUPERSEDED SURVEY CONTROL
 AB8755
 AB8755  NAD 83(2007)-  40 04 01.21520(N)    074 52 30.76438(W) AD(2002.00) 0
 AB8755  ELLIP H (02/10/07)  -28.137  (m)                       GP(2002.00)    
 AB8755  ELLIP H (10/23/02)  -28.098  (m)                       GP(       ) 4 1
 AB8755  NAD 83(1996)-  40 04 01.21521(N)    074 52 30.76443(W) AD(       ) 1
 AB8755  ELLIP H (05/14/99)  -28.102  (m)                       GP(       ) 4 1
 AB8755  NAD 83(1992)-  40 04 01.21451(N)    074 52 30.76454(W) AD(       ) 1
 AB8755  ELLIP H (12/16/96)  -28.132  (m)                       GP(       ) 2 1
 AB8755
 AB8755.Superseded values are not recommended for survey control.
 AB8755
 AB8755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8755.See file dsdata.pdf to determine how the superseded data were derived.
 AB8755
 AB8755_MARKER: DD = SURVEY DISK
 AB8755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8755_STAMPING: 8860 16.971
 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 10, 2007
 AB8755
 AB8755  HISTORY     - Date     Condition        Report By
 AB8755  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8755  HISTORY     - 19951129 GOOD             TWT
 AB8755  HISTORY     - 20071110 GOOD             UE
 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.
 AB8755
 AB8755                          STATION RECOVERY (2007)
 AB8755
 AB8755'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB8755'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6647 ***********************************************************************
 KV6647  DESIGNATION -  8872
 KV6647  PID         -  KV6647
 KV6647  STATE/COUNTY-  NJ/BURLINGTON
 KV6647  COUNTRY     -  US
 KV6647  USGS QUAD   -  BEVERLY (2016)
 KV6647
 KV6647                         *CURRENT SURVEY CONTROL
 KV6647  ______________________________________________________________________
 KV6647* NAD 83(1986) POSITION- 40 03 22.     (N) 074 56 24.     (W)   SCALED
 KV6647* NAVD 88 ORTHO HEIGHT -     3.804 (meters)       12.48  (feet) ADJUSTED
 KV6647  ______________________________________________________________________
 KV6647  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 KV6647  DYNAMIC HEIGHT  -          3.803 (meters)       12.48  (feet) COMP
 KV6647  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 KV6647
 KV6647  VERT ORDER      -  SECOND    CLASS I
 KV6647
 KV6647.The horizontal coordinates were scaled from a map and have
 KV6647.an estimated accuracy of +/- 6 seconds.
 KV6647
 KV6647.The orthometric height was determined by differential leveling and
 KV6647.adjusted by the NATIONAL GEODETIC SURVEY
 KV6647.in January 1994.
 KV6647
 KV6647.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6647.GEOID18 height accuracy estimate available here.
 KV6647
 KV6647.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK051339(NAD 83)
 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
 KV6647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6647.See file dsdata.pdf to determine how the superseded data were derived.
 KV6647
 KV6647_MARKER: DB = BENCH MARK DISK
 KV6647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20080715 MARK NOT FOUND   UE
 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.
 KV6647
 KV6647                          STATION RECOVERY (2008)
 KV6647
 KV6647'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV6647'CONSTRUCTION IN PROGRESS. EDGE OF PAVED ROAD WAS SAWCUT AT ABOUT 14
 KV6647'FEET SOUTHEAST OF CENTER LINE. NEW CURB WAS CONSTRUCTED 19.0 FEET
 KV6647'SOUTHEAST OF CENTER LINE. AREA BETWEEN CURB HAS BEEN CONSTRUCTED WITH
 KV6647'SUBBASE AND BASE COURSE, STILL WAITING FOR FINAL PAVEMENT.
 KV6647'
 KV6647'POLE NO. 661DN IS STILL SITTING IN THE WIDENED ROADWAY, TO BE REPLACED
 KV6647'BEHIND THE NEW CURB LINE. MEASURING 37.7 FEET SOUTHWEST FROM THE POLE
 KV6647'CAME TO A POINT WHERE FADED WORDS  GEO MON.  AND ARROW POINTING TO
 KV6647'CURB LINE. MONUMENT WOULD HAVE BEEN 0.1 FEET BEHIND FACE OF CURB,
 KV6647'THEREFORE IT IS SAFE TO ASSUME IT HAD BEEN DEMOLISHED BY EXCAVATION
 KV6647'FOR ROAD WIDENING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1168 ***********************************************************************
 KV1168  DESIGNATION -  8875
 KV1168  PID         -  KV1168
 KV1168  STATE/COUNTY-  NJ/BURLINGTON
 KV1168  COUNTRY     -  US
 KV1168  USGS QUAD   -  BEVERLY (2016)
 KV1168
 KV1168                         *CURRENT SURVEY CONTROL
 KV1168  ______________________________________________________________________
 KV1168* NAD 83(2011) POSITION- 40 02 27.65782(N) 074 57 33.29155(W)   ADJUSTED
 KV1168* NAD 83(2011) ELLIP HT-   -29.581 (meters)        (06/27/12)   ADJUSTED
 KV1168* NAD 83(2011) EPOCH   -  2010.00
 KV1168* NAVD 88 ORTHO HEIGHT -     3.342 (meters)       10.96  (feet) ADJUSTED
 KV1168  ______________________________________________________________________
 KV1168  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 KV1168  NAD 83(2011) X  -  1,268,921.133 (meters)                     COMP
 KV1168  NAD 83(2011) Y  - -4,722,240.562 (meters)                     COMP
 KV1168  NAD 83(2011) Z  -  4,081,454.228 (meters)                     COMP
 KV1168  LAPLACE CORR    -          2.78  (seconds)                    DEFLEC18
 KV1168  DYNAMIC HEIGHT  -          3.341 (meters)       10.96  (feet) COMP
 KV1168  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 KV1168
 KV1168  VERT ORDER      -  FIRST     CLASS II
 KV1168
 KV1168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1168  Standards:
 KV1168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1168  -------------------------------------------------------------------
 KV1168  NETWORK    0.60   1.12           0.28   0.19   0.57     -0.00413861
 KV1168  -------------------------------------------------------------------
 KV1168  Click here for local accuracies and other accuracy information.
 KV1168
 KV1168.The horizontal coordinates were established by GPS observations
 KV1168.and adjusted by the National Geodetic Survey in June 2012.
 KV1168
 KV1168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1168.been affixed to the stable North American tectonic plate. See 
 KV1168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1168
 KV1168.The horizontal coordinates are valid at the epoch date displayed above
 KV1168.which is a decimal equivalence of Year/Month/Day.
 KV1168
 KV1168.The orthometric height was determined by differential leveling and
 KV1168.adjusted by the NATIONAL GEODETIC SURVEY
 KV1168.in June 1991.
 KV1168
 KV1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1168.GEOID18 height accuracy estimate available here.
 KV1168
 KV1168.Click photographs - Photos may exist for this station.
 KV1168
 KV1168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1168
 KV1168.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1168
 KV1168.The ellipsoidal height was determined by GPS observations
 KV1168.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1168
 KV1168;                    North         East     Units Scale Factor Converg.
 KV1168;SPC NJ       -   134,169.216   110,810.392   MT  0.99991890   -0 17 43.6
 KV1168;SPC NJ       -   440,186.84    363,550.43   sFT  0.99991890   -0 17 43.6
 KV1168;UTM  18      - 4,432,310.412   503,476.526   MT  0.99960015   +0 01 34.4
 KV1168
 KV1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1168!SPC NJ       -   1.00000464  x   0.99991890  =   0.99992354
 KV1168!UTM  18      -   1.00000464  x   0.99960015  =   0.99960479
 KV1168
 KV1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0347632310(NAD 83)
 KV1168
 KV1168                          SUPERSEDED SURVEY CONTROL
 KV1168
 KV1168  NAD 83(2007)-  40 02 27.65823(N)    074 57 33.29217(W) AD(2002.00) 0
 KV1168  ELLIP H (02/10/07)  -29.575  (m)                       GP(2002.00)    
 KV1168  ELLIP H (10/23/02)  -29.541  (m)                       GP(       ) 4 1
 KV1168  NAD 83(1996)-  40 02 27.65819(N)    074 57 33.29217(W) AD(       ) 1
 KV1168  ELLIP H (05/14/99)  -29.543  (m)                       GP(       ) 4 1
 KV1168  NAD 83(1992)-  40 02 27.65753(N)    074 57 33.29226(W) AD(       ) 1
 KV1168  ELLIP H (12/16/96)  -29.570  (m)                       GP(       ) 2 1
 KV1168  NAVD 88               3.34   (m)           11.0    (f) LEVELING    3  
 KV1168  NGVD 29 (??/??/92)    3.708  (m)           12.17   (f) SUPERSEDED  1 2
 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
 KV1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1168.See file dsdata.pdf to determine how the superseded data were derived.
 KV1168
 KV1168_MARKER: DD = SURVEY DISK
 KV1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1168_STAMPING: 8875 12.038
 KV1168_MARK LOGO: NJDCED
 KV1168_PROJECTION: FLUSH
 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 - March 10, 2007
 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  HISTORY     - 20070310 GOOD             UE
 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.
 KV1168
 KV1168                          STATION RECOVERY (2007)
 KV1168
 KV1168'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV1168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0594 ***********************************************************************
 JU0594  DESIGNATION -  89
 JU0594  PID         -  JU0594
 JU0594  STATE/COUNTY-  NJ/BURLINGTON
 JU0594  COUNTRY     -  US
 JU0594  USGS QUAD   -  CHATSWORTH (2019)
 JU0594
 JU0594                         *CURRENT SURVEY CONTROL
 JU0594  ______________________________________________________________________
 JU0594* NAD 83(1986) POSITION- 39 46 57.2    (N) 074 36 44.4    (W)   HD_HELD2
 JU0594* NAVD 88 ORTHO HEIGHT -    22.730 (meters)       74.57  (feet) ADJUSTED
 JU0594  ______________________________________________________________________
 JU0594  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 JU0594  DYNAMIC HEIGHT  -         22.719 (meters)       74.54  (feet) COMP
 JU0594  MODELED GRAVITY -    980,160.5   (mgal)                       NAVD 88
 JU0594
 JU0594  VERT ORDER      -  SECOND    CLASS 0
 JU0594
 JU0594.The horizontal coordinates were established by autonomous hand held GPS
 JU0594.observations and have an estimated accuracy of +/- 10 meters.
 JU0594
 JU0594.The orthometric height was determined by differential leveling and
 JU0594.adjusted by the NATIONAL GEODETIC SURVEY
 JU0594.in June 1991.
 JU0594
 JU0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0594.GEOID18 height accuracy estimate available here.
 JU0594
 JU0594.Click photographs - Photos may exist for this station.
 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       -   105,379.      140,378.      MT  (+/- 10 meters HH2 GPS)
 JU0594
 JU0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3319503695(NAD 83)
 JU0594
 JU0594                          SUPERSEDED SURVEY CONTROL
 JU0594
 JU0594  NGVD 29 (11/26/84)   23.110  (m)           75.82   (f) ADJUSTED    2 0
 JU0594
 JU0594.Superseded values are not recommended for survey control.
 JU0594
 JU0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0594.See file dsdata.pdf to determine how the superseded data were derived.
 JU0594
 JU0594_MARKER: B = BOLT
 JU0594_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0594+WITH SETTING: PAVEMENT
 JU0594_SP_SET: BASE
 JU0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0594+STABILITY: SURFACE MOTION
 JU0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0594+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2020
 JU0594
 JU0594  HISTORY     - Date     Condition        Report By
 JU0594  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0594  HISTORY     - 1954     GOOD             CGS
 JU0594  HISTORY     - 20050730 POOR             GEOCAC
 JU0594  HISTORY     - 20200306 POOR             NJGS
 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.
 JU0594
 JU0594                          STATION RECOVERY (2020)
 JU0594
 JU0594'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MJK)
 JU0594'LUG WAS IN GOOD SHAPE BUT CONCRETE BASE APPEARS SLANTED. THE MARK IS
 JU0594'IN A WOODED AREA NOT SUITABLE FOR LONG-TERM GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7800 ***********************************************************************
 AI7800  DESIGNATION -  89 340
 AI7800  PID         -  AI7800
 AI7800  STATE/COUNTY-  NJ/ESSEX
 AI7800  COUNTRY     -  US
 AI7800  USGS QUAD   -  ELIZABETH (2016)
 AI7800
 AI7800                         *CURRENT SURVEY CONTROL
 AI7800  ______________________________________________________________________
 AI7800* NAD 83(1986) POSITION- 40 43 59.32   (N) 074 09 37.46   (W)   HD_HELD1
 AI7800* NAVD 88 ORTHO HEIGHT -     4.393 (meters)       14.41  (feet) ADJUSTED
 AI7800  ______________________________________________________________________
 AI7800  GEOID HEIGHT    -        -32.286 (meters)                     GEOID18
 AI7800  DYNAMIC HEIGHT  -          4.391 (meters)       14.41  (feet) COMP
 AI7800  MODELED GRAVITY -    980,223.4   (mgal)                       NAVD 88
 AI7800
 AI7800  VERT ORDER      -  FIRST     CLASS II
 AI7800
 AI7800.The horizontal coordinates were determined by differentially corrected
 AI7800.hand held GPS observations or other comparable positioning techniques
 AI7800.and have an estimated accuracy of +/- 3 meters.
 AI7800
 AI7800.The orthometric height was determined by differential leveling and
 AI7800.adjusted by the NATIONAL GEODETIC SURVEY
 AI7800.in March 2001.
 AI7800
 AI7800.No vertical observational check was made to the station.
 AI7800
 AI7800.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7800.GEOID18 height accuracy estimate available here.
 AI7800
 AI7800.Click photographs - Photos may exist for this station.
 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       -   210,971.3     178,683.9     MT  (+/- 3 meters HH1 GPS) 
 AI7800
 AI7800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7089509473(NAD 83)
 AI7800
 AI7800                          SUPERSEDED SURVEY CONTROL
 AI7800
 AI7800.No superseded survey control is available for this station.
 AI7800
 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 - March 24, 2007
 AI7800
 AI7800  HISTORY     - Date     Condition        Report By
 AI7800  HISTORY     - 1989     MONUMENTED       NJ2130
 AI7800  HISTORY     - 19980515 GOOD             NJGS
 AI7800  HISTORY     - 20030822 GOOD             USGS
 AI7800  HISTORY     - 20070324 GOOD             GEOCAC
 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.
 AI7800
 AI7800                          STATION RECOVERY (2007)
 AI7800
 AI7800'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 AI7800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7799 ***********************************************************************
 AI7799  DESIGNATION -  89 51
 AI7799  PID         -  AI7799
 AI7799  STATE/COUNTY-  NJ/ESSEX
 AI7799  COUNTRY     -  US
 AI7799  USGS QUAD   -  ELIZABETH (2016)
 AI7799
 AI7799                         *CURRENT SURVEY CONTROL
 AI7799  ______________________________________________________________________
 AI7799* NAD 83(1986) POSITION- 40 43 57.33   (N) 074 09 18.13   (W)   HD_HELD1
 AI7799* NAVD 88 ORTHO HEIGHT -     1.759 (meters)        5.77  (feet) ADJUSTED
 AI7799  ______________________________________________________________________
 AI7799  GEOID HEIGHT    -        -32.271 (meters)                     GEOID18
 AI7799  DYNAMIC HEIGHT  -          1.759 (meters)        5.77  (feet) COMP
 AI7799  MODELED GRAVITY -    980,224.6   (mgal)                       NAVD 88
 AI7799
 AI7799  VERT ORDER      -  FIRST     CLASS II
 AI7799
 AI7799.The horizontal coordinates were determined by differentially corrected
 AI7799.hand held GPS observations or other comparable positioning techniques
 AI7799.and have an estimated accuracy of +/- 3 meters.
 AI7799
 AI7799.The orthometric height was determined by differential leveling and
 AI7799.adjusted by the NATIONAL GEODETIC SURVEY
 AI7799.in March 2001.
 AI7799
 AI7799.No vertical observational check was made to the station.
 AI7799
 AI7799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7799.GEOID18 height accuracy estimate available here.
 AI7799
 AI7799.Click photographs - Photos may exist for this station.
 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       -   210,911.7     179,137.7     MT  (+/- 3 meters HH1 GPS) 
 AI7799
 AI7799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7134909416(NAD 83)
 AI7799
 AI7799                          SUPERSEDED SURVEY CONTROL
 AI7799
 AI7799.No superseded survey control is available for this station.
 AI7799
 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 - March 15, 2023
 AI7799
 AI7799  HISTORY     - Date     Condition        Report By
 AI7799  HISTORY     - 1989     MONUMENTED       NJ2130
 AI7799  HISTORY     - 19980513 GOOD             NJGS
 AI7799  HISTORY     - 20070406 GOOD             GEOCAC
 AI7799  HISTORY     - 20230315 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.
 AI7799
 AI7799                          STATION RECOVERY (2007)
 AI7799
 AI7799'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 AI7799'THE STATION IS NOW LOCATED UNDER A ROUND METAL COVER.  THE PREVIOUSLY
 AI7799'DESCRIBED KENTUCKY FRIED CHICKEN RESTAURANT IS ABANDONED AND THE LARGE
 AI7799'SIGN IS NOW EMPTY.
 AI7799
 AI7799                          STATION RECOVERY (2023)
 AI7799
 AI7799'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 AI7799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6835 ***********************************************************************
 KV6835  DESIGNATION -  9 A 1
 KV6835  PID         -  KV6835
 KV6835  STATE/COUNTY-  NJ/HUDSON
 KV6835  COUNTRY     -  US
 KV6835  USGS QUAD   -  WEEHAWKEN (2016)
 KV6835
 KV6835                         *CURRENT SURVEY CONTROL
 KV6835  ______________________________________________________________________
 KV6835* NAD 83(2011) POSITION- 40 47 25.59986(N) 074 03 27.81246(W)   ADJUSTED
 KV6835* NAD 83(2011) ELLIP HT-   -29.252 (meters)        (06/27/12)   ADJUSTED
 KV6835* NAD 83(2011) EPOCH   -  2010.00
 KV6835* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) GPS OBS
 KV6835  ______________________________________________________________________
 KV6835  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6835  GEOID HEIGHT    -        -32.130 (meters)                     GEOID90
 KV6835  GEOID HEIGHT    -        -31.953 (meters)                     GEOID18
 KV6835  NAD 83(2011) X  -  1,328,244.262 (meters)                     COMP
 KV6835  NAD 83(2011) Y  - -4,649,813.939 (meters)                     COMP
 KV6835  NAD 83(2011) Z  -  4,144,812.953 (meters)                     COMP
 KV6835  LAPLACE CORR    -          7.26  (seconds)                    DEFLEC18
 KV6835
 KV6835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6835  Standards:
 KV6835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6835  -------------------------------------------------------------------
 KV6835  NETWORK    0.56   0.92           0.20   0.25   0.47     -0.07290650
 KV6835  -------------------------------------------------------------------
 KV6835  Click here for local accuracies and other accuracy information.
 KV6835
 KV6835.The horizontal coordinates were established by GPS observations
 KV6835.and adjusted by the National Geodetic Survey in June 2012.
 KV6835
 KV6835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6835.been affixed to the stable North American tectonic plate. See 
 KV6835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6835
 KV6835.The horizontal coordinates are valid at the epoch date displayed above
 KV6835.which is a decimal equivalence of Year/Month/Day.
 KV6835
 KV6835.The orthometric height was determined by GPS observations and a
 KV6835.high-resolution geoid model.
 KV6835
 KV6835.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6835.GEOID18 height accuracy estimate available here.
 KV6835
 KV6835.Click photographs - Photos may exist for this station.
 KV6835
 KV6835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6835
 KV6835.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6835
 KV6835.The ellipsoidal height was determined by GPS observations
 KV6835.and is referenced to NAD 83.
 KV6835
 KV6835. The following values were computed from the NAD 83(2011) position.
 KV6835
 KV6835;                    North         East     Units Scale Factor Converg.
 KV6835;SPC NJ       -   217,372.461   187,324.758   MT  0.99991714   +0 17 20.2
 KV6835;SPC NJ       -   713,162.82    614,581.31   sFT  0.99991714   +0 17 20.2
 KV6835;SPC NY E     -   217,372.461   187,324.758   MT  0.99991714   +0 17 20.2
 KV6835;SPC NY E     -   713,162.82    614,581.31   sFT  0.99991714   +0 17 20.2
 KV6835;SPC NY L     -    69,269.717   295,127.912   MT  0.99999544   -0 02 15.9
 KV6835;SPC NY L     -   227,262.40    968,265.49   sFT  0.99999544   -0 02 15.9
 KV6835;UTM  18      - 4,515,921.907   579,497.702   MT  0.99967779   +0 36 56.2
 KV6835
 KV6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6835!SPC NJ       -   1.00000459  x   0.99991714  =   0.99992173
 KV6835!SPC NY E     -   1.00000459  x   0.99991714  =   0.99992173
 KV6835!SPC NY L     -   1.00000459  x   0.99999544  =   1.00000003
 KV6835!UTM  18      -   1.00000459  x   0.99967779  =   0.99968238
 KV6835
 KV6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7949715921(NAD 83)
 KV6835
 KV6835                          SUPERSEDED SURVEY CONTROL
 KV6835
 KV6835  NAD 83(2007)-  40 47 25.60005(N)    074 03 27.81325(W) AD(2002.00) 0
 KV6835  ELLIP H (02/10/07)  -29.235  (m)                       GP(2002.00)    
 KV6835  ELLIP H (10/23/02)  -29.230  (m)                       GP(       ) 4 1
 KV6835  NAD 83(1996)-  40 47 25.60032(N)    074 03 27.81376(W) AD(       ) 1
 KV6835  ELLIP H (05/14/99)  -29.225  (m)                       GP(       ) 4 1
 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
 KV6835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6835.See file dsdata.pdf to determine how the superseded data were derived.
 KV6835
 KV6835_MARKER: DD = SURVEY DISK
 KV6835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6835_STAMPING: 9 A 1 1992
 KV6835_MARK LOGO: NJGS
 KV6835_PROJECTION: FLUSH
 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 - February 01, 2024
 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  HISTORY     - 20070119 GOOD             INDIV
 KV6835  HISTORY     - 20090416 GOOD             JCLS
 KV6835  HISTORY     - 20160104 GOOD             JMT
 KV6835  HISTORY     - 20160318 GOOD             JMTMD
 KV6835  HISTORY     - 20220908 GOOD             AAAS
 KV6835  HISTORY     - 20240201 GOOD             AAAS
 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.
 KV6835'
 KV6835'TO REACH THE STATION FROM THE INTERSECTION OF PATERSON PLANK ROAD AND
 KV6835'THE EXIT RAMP FROM THE NEW JERSEY TURNPIKE AT INTERCHANGE 16E, GO
 KV6835'NORTHWEST ON PATERSON PLANK ROAD FOR 0.50 MI (0.80 KM) TO THE
 KV6835'MUNICIPAL COMPLEX ON THE LEFT.  CONTINUE AHEAD ON PATERSON PLANK ROAD
 KV6835'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE
 KV6835'GROUND IN A LANDSCAPED TRIANGULAR FLOWER BED AT THE SOUTHEAST END OF
 KV6835'THE MUNCIPAL PARK, WHICH IS ALSO OPPOSITE THE ENTRANCE DRIVE TO THE
 KV6835'ACME SUPERMARKET ON THE EAST SIDE OF PATERSON PLANK ROAD AT THE
 KV6835'JUNCTION OF PLAZA CENTER ROAD.
 KV6835'
 KV6835'THE STATION IS 3.5 M (11.5 FT) WEST-SOUTHWEST FROM AND NORMAL TO THE
 KV6835'WEST CURB OF PATERSON PLANK ROAD, 3.6 M (11.8 FT) NORTH-NORTHEAST FROM
 KV6835'AND NORMAL TO THE EAST CURB OF THE MUNICIPAL PARKING LOT, 17.6 M
 KV6835'(57.7 FT) NORTH FROM A TRAFFIC SIGNAL ON THE NORTHWEST SIDE OF PLAZA
 KV6835'CENTER ROAD, 1.5 M (4.9 FT) NORTH-NORTHWEST FROM THE SOUTH END OF THE
 KV6835'LANDSCAPED NOSING OF THE FLOWER BED AND 12.9 M (42.3 FT) NORTHEAST
 KV6835'FROM THE SOUTHEAST CORNER CURB OF THE MUNICIPAL 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                          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.
 KV6835
 KV6835                          STATION RECOVERY (2007)
 KV6835
 KV6835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RFH)
 KV6835'RECOVERED AS DESCRIBED
 KV6835
 KV6835                          STATION RECOVERY (2009)
 KV6835
 KV6835'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 KV6835'RECOVERED IN GOOD CONDITION.
 KV6835
 KV6835                          STATION RECOVERY (2016)
 KV6835
 KV6835'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2016 (ES)
 KV6835'RECOVERED IN GOOD CONDITION.
 KV6835
 KV6835                          STATION RECOVERY (2016)
 KV6835
 KV6835'RECOVERY NOTE BY JMT ENGINEERING 2016 (EAS)
 KV6835'USED TO CHECK RTN (KEYNET) N -0.05 E +0.05 EL.=8.87.
 KV6835
 KV6835                          STATION RECOVERY (2022)
 KV6835
 KV6835'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6835'RECOVERED IN GOOD CONDITION.
 KV6835
 KV6835                          STATION RECOVERY (2024)
 KV6835
 KV6835'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6836 ***********************************************************************
 KV6836  HT_MOD      -  This is a Height Modernization Survey Station.
 KV6836  DESIGNATION -  9 B 1
 KV6836  PID         -  KV6836
 KV6836  STATE/COUNTY-  NJ/HUDSON
 KV6836  COUNTRY     -  US
 KV6836  USGS QUAD   -  JERSEY CITY (2019)
 KV6836
 KV6836                         *CURRENT SURVEY CONTROL
 KV6836  ______________________________________________________________________
 KV6836* NAD 83(2011) POSITION- 40 42 11.04270(N) 074 06 05.32633(W)   ADJUSTED
 KV6836* NAD 83(2011) ELLIP HT-   -29.009 (meters)        (06/27/12)   ADJUSTED
 KV6836* NAD 83(2011) EPOCH   -  2010.00
 KV6836* NAVD 88 ORTHO HEIGHT -     3.11  (meters)       10.2   (feet) GPS OBS
 KV6836  ______________________________________________________________________
 KV6836  GEOID HEIGHT    -        -32.119 (meters)                     GEOID18
 KV6836  NAD 83(2011) X  -  1,326,428.027 (meters)                     COMP
 KV6836  NAD 83(2011) Y  - -4,656,918.177 (meters)                     COMP
 KV6836  NAD 83(2011) Z  -  4,137,462.037 (meters)                     COMP
 KV6836  LAPLACE CORR    -          6.27  (seconds)                    DEFLEC18
 KV6836
 KV6836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6836  Standards:
 KV6836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6836  -------------------------------------------------------------------
 KV6836  NETWORK    0.33   0.69           0.14   0.13   0.35     -0.02579148
 KV6836  -------------------------------------------------------------------
 KV6836  Click here for local accuracies and other accuracy information.
 KV6836
 KV6836.The horizontal coordinates were established by GPS observations
 KV6836.and adjusted by the National Geodetic Survey in June 2012.
 KV6836
 KV6836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6836.been affixed to the stable North American tectonic plate. See 
 KV6836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6836
 KV6836.The horizontal coordinates are valid at the epoch date displayed above
 KV6836.which is a decimal equivalence of Year/Month/Day.
 KV6836
 KV6836.The orthometric height was determined by GPS observations and a
 KV6836.high-resolution geoid model using precise GPS observation and
 KV6836.processing techniques.
 KV6836
 KV6836.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6836.GEOID18 height accuracy estimate available here.
 KV6836
 KV6836.Click photographs - Photos may exist for this station.
 KV6836
 KV6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6836
 KV6836.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6836
 KV6836.The ellipsoidal height was determined by GPS observations
 KV6836.and is referenced to NAD 83.
 KV6836
 KV6836. The following values were computed from the NAD 83(2011) position.
 KV6836
 KV6836;                    North         East     Units Scale Factor Converg.
 KV6836;SPC NJ       -   207,652.568   183,676.288   MT  0.99991395   +0 15 35.6
 KV6836;SPC NJ       -   681,273.47    602,611.29   sFT  0.99991395   +0 15 35.6
 KV6836;SPC NY E     -   207,652.568   183,676.288   MT  0.99991395   +0 15 35.6
 KV6836;SPC NY E     -   681,273.47    602,611.29   sFT  0.99991395   +0 15 35.6
 KV6836;SPC NY L     -    59,569.984   291,423.816   MT  0.99999818   -0 03 59.0
 KV6836;SPC NY L     -   195,439.19    956,112.97   sFT  0.99999818   -0 03 59.0
 KV6836;UTM  18      - 4,506,183.737   575,905.527   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 E     -   1.00000455  x   0.99991395  =   0.99991850
 KV6836!SPC NY L     -   1.00000455  x   0.99999818  =   1.00000273
 KV6836!UTM  18      -   1.00000455  x   0.99967092  =   0.99967547
 KV6836
 KV6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7590506183(NAD 83)
 KV6836
 KV6836                          SUPERSEDED SURVEY CONTROL
 KV6836
 KV6836  NAD 83(2007)-  40 42 11.04292(N)    074 06 05.32745(W) AD(2002.00) 0
 KV6836  ELLIP H (02/10/07)  -29.003  (m)                       GP(2002.00)    
 KV6836  ELLIP H (10/23/02)  -28.995  (m)                       GP(       ) 4 1
 KV6836  NAD 83(1996)-  40 42 11.04318(N)    074 06 05.32773(W) AD(       ) 1
 KV6836  ELLIP H (05/14/99)  -28.989  (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  NAVD 88 (11/16/93)    3.1    (m)  GEOID90  model used  GPS OBS        
 KV6836
 KV6836.Superseded values are not recommended for survey control.
 KV6836
 KV6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6836.See file dsdata.pdf to determine how the superseded data were derived.
 KV6836
 KV6836_MARKER: DD = SURVEY DISK
 KV6836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6836_STAMPING: 9 B 1 1992
 KV6836_MARK LOGO: NJGS
 KV6836_PROJECTION: FLUSH
 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 - September 11, 2024
 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  HISTORY     - 20070119 GOOD             INDIV
 KV6836  HISTORY     - 20191024 GOOD             NJGS
 KV6836  HISTORY     - 20220303 GOOD             NJGS
 KV6836  HISTORY     - 20240207 GOOD             AAAS
 KV6836  HISTORY     - 20240911 GOOD             USACE
 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 JUNCTION
 KV6836'OF STATE HIGHWAY 440 WITH DANFORTH AVENUE.
 KV6836'
 KV6836'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 440 AND U.S.
 KV6836'HIGHWAYS 1 AND 9 AND COMMUNIPAW AVENUE, GO 1.6 MI (2.6 KM) SOUTHWEST
 KV6836'ON STATE HIGHWAY 440 TO THE STATION ON THE RIGHT, SET FLUSH WITH THE
 KV6836'GROUND IN A TRIANGULAR SHAPED TRAFFIC ISLAND AT THE ENTRANCE ROAD
 KV6836'LEADING TO THE JERSEY CITY STATE COLLEGE TIDELANDS SPORTS COMPLEX.
 KV6836'
 KV6836'THE STATION IS 8.6 M (28.2 FT) NORTHWEST FROM THE SOUTHEAST CURBLINE
 KV6836'OF THE SOUTHBOUND LANES OF STATE HIGHWAY 440, 8.4 M (27.6 FT)
 KV6836'SOUTHWEST FROM THE NORTHEAST NOSE OF THE TRAFFIC ISLAND, 12.45 M
 KV6836'(40.85 FT) NORTH FROM THE SOUTH NOSE OF THE TRAFFIC ISLAND, 4.95 M
 KV6836'(16.24 FT) SOUTHEAST FROM THE NORTHWEST NOSE OF THE TRAFFIC ISLAND,
 KV6836'30.6 M (100.4 FT) NORTHEAST FROM THE SOUTHEAST END OF A CHAIN LINK
 KV6836'FENCE AT THE WEST END OF THE SPORTS COMPLEX AND 16.7 M (54.8 FT)
 KV6836'SOUTH FROM THE CENTER OF A STATE HIGHWAY DEPARTMENT MANHOLE AT THE
 KV6836'SOUTHWEST END 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 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.
 KV6836
 KV6836                          STATION RECOVERY (2007)
 KV6836
 KV6836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RFH)
 KV6836'RECOVERED AS DESCRIBED
 KV6836
 KV6836                          STATION RECOVERY (2019)
 KV6836
 KV6836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6836'RECOVERED IN GOOD CONDITION.
 KV6836
 KV6836                          STATION RECOVERY (2022)
 KV6836
 KV6836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6836'RECOVERED IN GOOD CONDITION.
 KV6836
 KV6836                          STATION RECOVERY (2024)
 KV6836
 KV6836'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6836'RECOVERED IN GOOD CONDITION.
 KV6836
 KV6836                          STATION RECOVERY (2024)
 KV6836
 KV6836'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 KV6836'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-NORTHEAST OF
 KV6836'ELIZABETH, 6.2 MI (10.0 KM) SOUTHWEST OF WEEHAWKEN AND 2.1 MI (3.4 KM)
 KV6836'SOUTHWEST OF JERSEY CITY.
 KV6836'
 KV6836'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 440 AND U.S.
 KV6836'HIGHWAYS 1 AND 9 AND COMMUNIPAW AVENUE, GO 1.6 MI (2.6 KM) SOUTHWEST
 KV6836'ON STATE HIGHWAY 440 TO THE STATION ON THE RIGHT, SET FLUSH WITH THE
 KV6836'GROUND IN A TRIANGULAR SHAPED TRAFFIC ISLAND AT THE ENTRANCE ROAD
 KV6836'LEADING TO THE JERSEY CITY STATE COLLEGE TIDELANDS SPORTS COMPLEX.
 KV6836'
 KV6836'THE STATION IS 8.6 M (28.2 FT) NORTHWEST FROM THE SOUTHEAST CURBLINE
 KV6836'OF THE SOUTHBOUND LANES OF STATE HIGHWAY 440, 8.4 M (27.6 FT)
 KV6836'SOUTHWEST FROM THE NORTHEAST NOSE OF THE TRAFFIC ISLAND, 12.45 M (40.8
 KV6836'FT) NORTH FROM THE SOUTH NOSE OF THE TRAFFIC ISLAND, 4.95 M (16.2 FT)
 KV6836'SOUTHEAST FROM THE NORTHWEST NOSE OF THE TRAFFIC ISLAND, 30.6 M (100.4
 KV6836'FT) NORTHEAST FROM THE SOUTHEAST END OF A CHAIN LINK FENCE AT THE WEST
 KV6836'END OF THE SPORTS COMPLEX AND 16.7 M (54.8 FT) SOUTH FROM THE CENTER
 KV6836'OF A STATE HIGHWAY DEPARTMENT MANHOLE AT THE SOUTHWEST END OF A
 KV6836'DRAINAGE SWALE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6837 ***********************************************************************
 KV6837  DESIGNATION -  9 C 1
 KV6837  PID         -  KV6837
 KV6837  STATE/COUNTY-  NJ/HUDSON
 KV6837  COUNTRY     -  US
 KV6837  USGS QUAD   -  ELIZABETH (2016)
 KV6837
 KV6837                         *CURRENT SURVEY CONTROL
 KV6837  ______________________________________________________________________
 KV6837* NAD 83(2011) POSITION- 40 39 46.13791(N) 074 07 56.83471(W)   ADJUSTED
 KV6837* NAD 83(2011) ELLIP HT-   -30.048 (meters)        (06/27/12)   ADJUSTED
 KV6837* NAD 83(2011) EPOCH   -  2010.00
 KV6837* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) GPS OBS
 KV6837  ______________________________________________________________________
 KV6837  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6837  GEOID HEIGHT    -        -32.370 (meters)                     GEOID90
 KV6837  GEOID HEIGHT    -        -32.215 (meters)                     GEOID18
 KV6837  NAD 83(2011) X  -  1,324,706.710 (meters)                     COMP
 KV6837  NAD 83(2011) Y  - -4,660,436.532 (meters)                     COMP
 KV6837  NAD 83(2011) Z  -  4,134,071.783 (meters)                     COMP
 KV6837  LAPLACE CORR    -          5.60  (seconds)                    DEFLEC18
 KV6837
 KV6837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6837  Standards:
 KV6837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6837  -------------------------------------------------------------------
 KV6837  NETWORK    0.49   1.51           0.21   0.19   0.77      0.04186413
 KV6837  -------------------------------------------------------------------
 KV6837  Click here for local accuracies and other accuracy information.
 KV6837
 KV6837.The horizontal coordinates were established by GPS observations
 KV6837.and adjusted by the National Geodetic Survey in June 2012.
 KV6837
 KV6837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6837.been affixed to the stable North American tectonic plate. See 
 KV6837.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6837
 KV6837.The horizontal coordinates are valid at the epoch date displayed above
 KV6837.which is a decimal equivalence of Year/Month/Day.
 KV6837
 KV6837.The orthometric height was determined by GPS observations and a
 KV6837.high-resolution geoid model.
 KV6837
 KV6837.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6837.GEOID18 height accuracy estimate available here.
 KV6837
 KV6837.Click photographs - Photos may exist for this station.
 KV6837
 KV6837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6837
 KV6837.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6837
 KV6837.The ellipsoidal height was determined by GPS observations
 KV6837.and is referenced to NAD 83.
 KV6837
 KV6837. The following values were computed from the NAD 83(2011) position.
 KV6837
 KV6837;                    North         East     Units Scale Factor Converg.
 KV6837;SPC NJ       -   203,171.768   181,077.521   MT  0.99991188   +0 14 22.2
 KV6837;SPC NJ       -   666,572.71    594,085.17   sFT  0.99991188   +0 14 22.2
 KV6837;SPC NY E     -   203,171.768   181,077.521   MT  0.99991188   +0 14 22.2
 KV6837;SPC NY E     -   666,572.71    594,085.17   sFT  0.99991188   +0 14 22.2
 KV6837;SPC NY L     -    55,103.667   288,799.355   MT  1.00000022   -0 05 11.9
 KV6837;SPC NY L     -   180,785.95    947,502.55   sFT  1.00000022   -0 05 11.9
 KV6837;UTM  18      - 4,501,689.324   573,332.923   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 E     -   1.00000471  x   0.99991188  =   0.99991659
 KV6837!SPC NY L     -   1.00000471  x   1.00000022  =   1.00000493
 KV6837!UTM  18      -   1.00000471  x   0.99966619  =   0.99967090
 KV6837
 KV6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7333201689(NAD 83)
 KV6837
 KV6837                          SUPERSEDED SURVEY CONTROL
 KV6837
 KV6837  NAD 83(2007)-  40 39 46.13811(N)    074 07 56.83589(W) AD(2002.00) 0
 KV6837  ELLIP H (02/10/07)  -30.035  (m)                       GP(2002.00)    
 KV6837  ELLIP H (10/23/02)  -30.030  (m)                       GP(       ) 4 1
 KV6837  NAD 83(1996)-  40 39 46.13835(N)    074 07 56.83614(W) AD(       ) 1
 KV6837  ELLIP H (05/14/99)  -30.024  (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
 KV6837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6837.See file dsdata.pdf to determine how the superseded data were derived.
 KV6837
 KV6837_MARKER: DD = SURVEY DISK
 KV6837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6837_STAMPING: 9 C 1 1992
 KV6837_MARK LOGO: NJGS
 KV6837_PROJECTION: FLUSH
 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 - December 13, 2019
 KV6837
 KV6837  HISTORY     - Date     Condition        Report By
 KV6837  HISTORY     - 1992     MONUMENTED       NJGS
 KV6837  HISTORY     - 19951005 GOOD             NJGS
 KV6837  HISTORY     - 20020905 GOOD             INDIV
 KV6837  HISTORY     - 20070119 GOOD             INDIV
 KV6837  HISTORY     - 20191024 GOOD             NJGS
 KV6837  HISTORY     - 20191213 GOOD             NJGS
 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.
 KV6837
 KV6837                          STATION RECOVERY (2007)
 KV6837
 KV6837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RFH)
 KV6837'RECOVERED AS DESCRIBED
 KV6837
 KV6837                          STATION RECOVERY (2019)
 KV6837
 KV6837'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6837'RECOVERED IN GOOD CONDITION.
 KV6837
 KV6837                          STATION RECOVERY (2019)
 KV6837
 KV6837'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV6837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1113 ***********************************************************************
 KV1113  DESIGNATION -  9 PRR
 KV1113  PID         -  KV1113
 KV1113  STATE/COUNTY-  NJ/HUNTERDON
 KV1113  COUNTRY     -  US
 KV1113  USGS QUAD   -  LAMBERTVILLE (2019)
 KV1113
 KV1113                         *CURRENT SURVEY CONTROL
 KV1113  ______________________________________________________________________
 KV1113* NAD 83(1986) POSITION- 40 21 55.     (N) 074 56 45.     (W)   SCALED
 KV1113* NAVD 88 ORTHO HEIGHT -    21.997 (meters)       72.17  (feet) ADJUSTED
 KV1113  ______________________________________________________________________
 KV1113  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 KV1113  DYNAMIC HEIGHT  -         21.987 (meters)       72.14  (feet) COMP
 KV1113  MODELED GRAVITY -    980,147.8   (mgal)                       NAVD 88
 KV1113
 KV1113  VERT ORDER      -  SECOND    CLASS 0
 KV1113
 KV1113.The horizontal coordinates were scaled from a map and have
 KV1113.an estimated accuracy of +/- 6 seconds.
 KV1113
 KV1113.The orthometric height was determined by differential leveling and
 KV1113.adjusted by the NATIONAL GEODETIC SURVEY
 KV1113.in June 1991.
 KV1113
 KV1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1113.GEOID18 height accuracy estimate available here.
 KV1113
 KV1113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK045683(NAD 83)
 KV1113
 KV1113                          SUPERSEDED SURVEY CONTROL
 KV1113
 KV1113  NGVD 29 (11/26/84)   22.271  (m)           73.07   (f) ADJUSTED    2 0
 KV1113
 KV1113.Superseded values are not recommended for survey control.
 KV1113
 KV1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1113.See file dsdata.pdf to determine how the superseded data were derived.
 KV1113
 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 = JULY 24, 2026 22:12:30 EDT
 JU0595 ***********************************************************************
 JU0595  DESIGNATION -  90
 JU0595  PID         -  JU0595
 JU0595  STATE/COUNTY-  NJ/BURLINGTON
 JU0595  COUNTRY     -  US
 JU0595  USGS QUAD   -  INDIAN MILLS (2019)
 JU0595
 JU0595                         *CURRENT SURVEY CONTROL
 JU0595  ______________________________________________________________________
 JU0595* NAD 83(1986) POSITION- 39 46 31.     (N) 074 37 42.     (W)   SCALED
 JU0595* NAVD 88 ORTHO HEIGHT -    23.278 (meters)       76.37  (feet) ADJUSTED
 JU0595  ______________________________________________________________________
 JU0595  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 JU0595  DYNAMIC HEIGHT  -         23.267 (meters)       76.34  (feet) COMP
 JU0595  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 JU0595
 JU0595  VERT ORDER      -  SECOND    CLASS 0
 JU0595
 JU0595.The horizontal coordinates were scaled from a map and have
 JU0595.an estimated accuracy of +/- 6 seconds.
 JU0595
 JU0595.The orthometric height was determined by differential leveling and
 JU0595.adjusted by the NATIONAL GEODETIC SURVEY
 JU0595.in June 1991.
 JU0595
 JU0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0595.GEOID18 height accuracy estimate available here.
 JU0595
 JU0595.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK318028(NAD 83)
 JU0595
 JU0595                          SUPERSEDED SURVEY CONTROL
 JU0595
 JU0595  NGVD 29 (11/26/84)   23.656  (m)           77.61   (f) ADJUSTED    2 0
 JU0595
 JU0595.Superseded values are not recommended for survey control.
 JU0595
 JU0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0595.See file dsdata.pdf to determine how the superseded data were derived.
 JU0595
 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 = JULY 24, 2026 22:12:30 EDT
 KV0107 ***********************************************************************
 KV0107  DESIGNATION -  90 C OF N
 KV0107  PID         -  KV0107
 KV0107  STATE/COUNTY-  NJ/ESSEX
 KV0107  COUNTRY     -  US
 KV0107  USGS QUAD   -  ELIZABETH (2016)
 KV0107
 KV0107                         *CURRENT SURVEY CONTROL
 KV0107  ______________________________________________________________________
 KV0107* NAD 83(1986) POSITION- 40 44 22.     (N) 074 09 57.     (W)   SCALED
 KV0107* NAVD 88 ORTHO HEIGHT -    10.952 (meters)       35.93  (feet) ADJUSTED
 KV0107  ______________________________________________________________________
 KV0107  GEOID HEIGHT    -        -32.300 (meters)                     GEOID18
 KV0107  DYNAMIC HEIGHT  -         10.947 (meters)       35.92  (feet) COMP
 KV0107  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 KV0107
 KV0107  VERT ORDER      -  FIRST     CLASS II
 KV0107
 KV0107.The horizontal coordinates were scaled from a map and have
 KV0107.an estimated accuracy of +/- 6 seconds.
 KV0107
 KV0107.The orthometric height was determined by differential leveling and
 KV0107.adjusted by the NATIONAL GEODETIC SURVEY
 KV0107.in June 1991.
 KV0107
 KV0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0107.GEOID18 height accuracy estimate available here.
 KV0107
 KV0107.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL704101(NAD 83)
 KV0107
 KV0107                          SUPERSEDED SURVEY CONTROL
 KV0107
 KV0107  NGVD 29 (11/26/84)   11.289  (m)           37.04   (f) ADJUSTED    1 2
 KV0107
 KV0107.Superseded values are not recommended for survey control.
 KV0107
 KV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0107.See file dsdata.pdf to determine how the superseded data were derived.
 KV0107
 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 = JULY 24, 2026 22:12:30 EDT
 DO2509 ***********************************************************************
 DO2509  DESIGNATION -  9002
 DO2509  PID         -  DO2509
 DO2509  STATE/COUNTY-  NJ/CUMBERLAND
 DO2509  COUNTRY     -  US
 DO2509  USGS QUAD   -  BRIDGETON (2019)
 DO2509
 DO2509                         *CURRENT SURVEY CONTROL
 DO2509  ______________________________________________________________________
 DO2509* NAD 83(1986) POSITION- 39 25 59.87   (N) 075 14 48.18   (W)   HD_HELD1
 DO2509* NAVD 88 ORTHO HEIGHT -    11.187 (meters)       36.70  (feet) ADJUSTED
 DO2509  ______________________________________________________________________
 DO2509  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 DO2509  DYNAMIC HEIGHT  -         11.181 (meters)       36.68  (feet) COMP
 DO2509  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 DO2509
 DO2509  VERT ORDER      -  FIRST     CLASS II
 DO2509
 DO2509.The horizontal coordinates were determined by differentially corrected
 DO2509.hand held GPS observations or other comparable positioning techniques
 DO2509.and have an estimated accuracy of +/- 3 meters.
 DO2509
 DO2509.The orthometric height was determined by differential leveling and
 DO2509.adjusted by the NATIONAL GEODETIC SURVEY
 DO2509.in April 2013.
 DO2509
 DO2509.No vertical observational check was made to the station.
 DO2509
 DO2509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2509.GEOID18 height accuracy estimate available here.
 DO2509
 DO2509.Click photographs - Photos may exist for this station.
 DO2509
 DO2509.The dynamic height is computed by dividing the NAVD 88
 DO2509.geopotential number by the normal gravity value computed on the
 DO2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2509.degrees latitude (g = 980.6199 gals.).
 DO2509
 DO2509.The modeled gravity was interpolated from observed gravity values.
 DO2509
 DO2509;                    North         East    Units  Estimated Accuracy
 DO2509;SPC NJ       -    66,866.2      85,717.1     MT  (+/- 3 meters HH1 GPS) 
 DO2509
 DO2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7876764890(NAD 83)
 DO2509
 DO2509                          SUPERSEDED SURVEY CONTROL
 DO2509
 DO2509.No superseded survey control is available for this station.
 DO2509
 DO2509_MARKER: B = BOLT
 DO2509_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2509_SP_SET: CURB
 DO2509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2509+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2509
 DO2509  HISTORY     - Date     Condition        Report By
 DO2509  HISTORY     - 1935     MONUMENTED       NJDCED
 DO2509  HISTORY     - 20110531 GOOD             NJGS
 DO2509
 DO2509                          STATION DESCRIPTION
 DO2509
 DO2509'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO2509'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE SOUTHWEST
 DO2509'CORNER OF THE T-JUNCTION OF WEST AVENUE AND WEST COMMERCE STREET.
 DO2509'
 DO2509'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2509'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.7 MI (1.1
 DO2509'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH WEST AVENUE.  TURN RIGHT AND
 DO2509'GO 0.25 MI (0.4 KM) NORTH ON WEST AVENUE TO THE JUNCTION WITH WEST
 DO2509'COMMERCE STREET AND THE STATION ON THE LEFT.
 DO2509'
 DO2509'THE STATION IS 10.5 M (34.4 FT) SOUTHWEST OF THE CENTERLINE OF WEST
 DO2509'COMMERCE STREET, 6.2 M (20.3 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 DO2509'WEST AVENUE, 23.6 M (77.4 FT) NORTH-NORTHEAST OF POLE NUMBER 353 BI,
 DO2509'1.0 M (3.3 FT) SOUTHWEST OF THE CENTER OF AN INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2510 ***********************************************************************
 DO2510  DESIGNATION -  9004
 DO2510  PID         -  DO2510
 DO2510  STATE/COUNTY-  NJ/CUMBERLAND
 DO2510  COUNTRY     -  US
 DO2510  USGS QUAD   -  BRIDGETON (2019)
 DO2510
 DO2510                         *CURRENT SURVEY CONTROL
 DO2510  ______________________________________________________________________
 DO2510* NAD 83(1986) POSITION- 39 26 23.07   (N) 075 14 47.20   (W)   HD_HELD1
 DO2510* NAVD 88 ORTHO HEIGHT -    23.755 (meters)       77.94  (feet) ADJUSTED
 DO2510  ______________________________________________________________________
 DO2510  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 DO2510  DYNAMIC HEIGHT  -         23.742 (meters)       77.89  (feet) COMP
 DO2510  MODELED GRAVITY -    980,119.5   (mgal)                       NAVD 88
 DO2510
 DO2510  VERT ORDER      -  FIRST     CLASS II
 DO2510
 DO2510.The horizontal coordinates were determined by differentially corrected
 DO2510.hand held GPS observations or other comparable positioning techniques
 DO2510.and have an estimated accuracy of +/- 3 meters.
 DO2510
 DO2510.The orthometric height was determined by differential leveling and
 DO2510.adjusted by the NATIONAL GEODETIC SURVEY
 DO2510.in April 2013.
 DO2510
 DO2510.No vertical observational check was made to the station.
 DO2510
 DO2510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2510.GEOID18 height accuracy estimate available here.
 DO2510
 DO2510.Click photographs - Photos may exist for this station.
 DO2510
 DO2510.The dynamic height is computed by dividing the NAVD 88
 DO2510.geopotential number by the normal gravity value computed on the
 DO2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2510.degrees latitude (g = 980.6199 gals.).
 DO2510
 DO2510.The modeled gravity was interpolated from observed gravity values.
 DO2510
 DO2510;                    North         East    Units  Estimated Accuracy
 DO2510;SPC NJ       -    67,581.5      85,746.4     MT  (+/- 3 meters HH1 GPS) 
 DO2510
 DO2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7879265606(NAD 83)
 DO2510
 DO2510                          SUPERSEDED SURVEY CONTROL
 DO2510
 DO2510.No superseded survey control is available for this station.
 DO2510
 DO2510_MARKER: B = BOLT
 DO2510_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2510_SP_SET: CURB
 DO2510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2510+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2510
 DO2510  HISTORY     - Date     Condition        Report By
 DO2510  HISTORY     - 1935     MONUMENTED       NJDCED
 DO2510  HISTORY     - 20110531 GOOD             NJGS
 DO2510
 DO2510                          STATION DESCRIPTION
 DO2510
 DO2510'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO2510'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE NORTHWEST
 DO2510'CORNER OF THE JUNCTION OF WEST AVENUE AND WESTWOOD AVENUE, OPPOSITE
 DO2510'THE DRIVEWAY FROM THE BRIDGETON BOARD OF EDUCATION COMPLEX.
 DO2510'
 DO2510'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2510'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.7 MI (1.1
 DO2510'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH WEST AVENUE.  TURN RIGHT AND
 DO2510'GO 0.65 MI (1.0 KM) NORTH ON WEST AVENUE TO THE JUNCTION WITH WESTWOOD
 DO2510'AVENUE AND THE STATION ON THE LEFT.
 DO2510'
 DO2510'THE STATION IS 15.4 M (50.5 FT) SOUTHWEST OF POLE NUMBER BT 375-BI,
 DO2510'6.2 M (20.3 FT) WEST OF THE CENTERLINE OF WEST AVENUE, 8.7 M (28.5 FT)
 DO2510'NORTH OF THE CENTERLINE OF WESTWOOD AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3313 ***********************************************************************
 DI3313  DESIGNATION -  902
 DI3313  PID         -  DI3313
 DI3313  STATE/COUNTY-  NJ/CAMDEN
 DI3313  COUNTRY     -  US
 DI3313  USGS QUAD   -  CAMDEN (2019)
 DI3313
 DI3313                         *CURRENT SURVEY CONTROL
 DI3313  ______________________________________________________________________
 DI3313* NAD 83(1986) POSITION- 39 53 41.     (N) 075 04 10.     (W)   SCALED
 DI3313* NAVD 88 ORTHO HEIGHT -    17.206 (meters)       56.45  (feet) ADJUSTED
 DI3313  ______________________________________________________________________
 DI3313  GEOID HEIGHT    -        -32.834 (meters)                     GEOID18
 DI3313  DYNAMIC HEIGHT  -         17.198 (meters)       56.42  (feet) COMP
 DI3313  MODELED GRAVITY -    980,188.4   (mgal)                       NAVD 88
 DI3313
 DI3313  VERT ORDER      -  FIRST     CLASS II
 DI3313
 DI3313.The horizontal coordinates were scaled from a map and have
 DI3313.an estimated accuracy of +/- 6 seconds.
 DI3313
 DI3313.The orthometric height was determined by differential leveling and
 DI3313.adjusted by the NATIONAL GEODETIC SURVEY
 DI3313.in June 2007.
 DI3313
 DI3313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3313.GEOID18 height accuracy estimate available here.
 DI3313
 DI3313.Click photographs - Photos may exist for this station.
 DI3313
 DI3313.The dynamic height is computed by dividing the NAVD 88
 DI3313.geopotential number by the normal gravity value computed on the
 DI3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3313.degrees latitude (g = 980.6199 gals.).
 DI3313
 DI3313.The modeled gravity was interpolated from observed gravity values.
 DI3313
 DI3313;                    North         East    Units  Estimated Accuracy
 DI3313;SPC NJ       -   117,980.      101,300.      MT  (+/- 180 meters Scaled)
 DI3313
 DI3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK940160(NAD 83)
 DI3313
 DI3313                          SUPERSEDED SURVEY CONTROL
 DI3313
 DI3313.No superseded survey control is available for this station.
 DI3313
 DI3313_MARKER: DD = SURVEY DISK
 DI3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3313_STAMPING: 902
 DI3313_MARK LOGO: CGS+SS
 DI3313_PROJECTION: RECESSED 10 CENTIMETERS
 DI3313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3313+STABILITY: SURFACE MOTION
 DI3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3313+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 DI3313
 DI3313  HISTORY     - Date     Condition        Report By
 DI3313  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3313  HISTORY     - 20051010 GOOD             NJGS
 DI3313
 DI3313                          STATION DESCRIPTION
 DI3313
 DI3313'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3313'THE STATION IS LOCATED IN THE BOROUGH OF AUDUBON ON THE WEST SIDE OF
 DI3313'U.S. HIGHWAY 30.   TO REACH THE STATION FROM THE INTERSECTION OF
 DI3313'INTERSTATE HIGHWAY 295 AND U.S. HIGHWAY  30 AT INTERCHANGE 29 IN THE
 DI3313'BOROUGH OF BARRINGTON, GO NORTH ON U.S. HIGHWAY 30 FOR 1.7 MI  (2.74
 DI3313'KM) TO THE STATION ON THE LEFT, 14.9 M (48.9 FT) NORTHWEST OF THE
 DI3313'NORTHWEST CURB OF  DOWLING AVENUE.
 DI3313'
 DI3313'THE STATION IS 17.8 M (58.4 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 DI3313'CONCRETE WALL OF THE  LOGAN MEMORIAL PRESBYTERIAN CHURCH, 3.0 M (9.8
 DI3313'FT) WEST FROM THE WEST CURB OF U.S.  HIGHWAY 30, 13.5 M (44.3 FT) EAST
 DI3313'FROM THE NORTHEAST CORNER OF A TWO STORY BRICK BUILDING,  0.1 METER
 DI3313'WEST SOUTHWEST OF THE WEST EDGE OF THE SIDEWALK, 0.5 METER EAST OF A
 DI3313'IRON  FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2499 ***********************************************************************
 DO2499  DESIGNATION -  9020
 DO2499  PID         -  DO2499
 DO2499  STATE/COUNTY-  NJ/CUMBERLAND
 DO2499  COUNTRY     -  US
 DO2499  USGS QUAD   -  BRIDGETON (2019)
 DO2499
 DO2499                         *CURRENT SURVEY CONTROL
 DO2499  ______________________________________________________________________
 DO2499* NAD 83(1986) POSITION- 39 25 35.32   (N) 075 13 32.61   (W)   HD_HELD1
 DO2499* NAVD 88 ORTHO HEIGHT -     3.642 (meters)       11.95  (feet) ADJUSTED
 DO2499  ______________________________________________________________________
 DO2499  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 DO2499  DYNAMIC HEIGHT  -          3.640 (meters)       11.94  (feet) COMP
 DO2499  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DO2499
 DO2499  VERT ORDER      -  FIRST     CLASS II
 DO2499
 DO2499.The horizontal coordinates were determined by differentially corrected
 DO2499.hand held GPS observations or other comparable positioning techniques
 DO2499.and have an estimated accuracy of +/- 3 meters.
 DO2499
 DO2499.The orthometric height was determined by differential leveling and
 DO2499.adjusted by the NATIONAL GEODETIC SURVEY
 DO2499.in April 2013.
 DO2499
 DO2499.No vertical observational check was made to the station.
 DO2499
 DO2499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2499.GEOID18 height accuracy estimate available here.
 DO2499
 DO2499.Click photographs - Photos may exist for this station.
 DO2499
 DO2499.The dynamic height is computed by dividing the NAVD 88
 DO2499.geopotential number by the normal gravity value computed on the
 DO2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2499.degrees latitude (g = 980.6199 gals.).
 DO2499
 DO2499.The modeled gravity was interpolated from observed gravity values.
 DO2499
 DO2499;                    North         East    Units  Estimated Accuracy
 DO2499;SPC NJ       -    66,094.4      87,518.1     MT  (+/- 3 meters HH1 GPS) 
 DO2499
 DO2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8057164129(NAD 83)
 DO2499
 DO2499                          SUPERSEDED SURVEY CONTROL
 DO2499
 DO2499.No superseded survey control is available for this station.
 DO2499
 DO2499_MARKER: DD = SURVEY DISK
 DO2499_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO2499_SP_SET: RETAINING WALL
 DO2499_STAMPING: 9020
 DO2499_MARK LOGO: NJDCED
 DO2499_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2499+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2499
 DO2499  HISTORY     - Date     Condition        Report By
 DO2499  HISTORY     - UNK      MONUMENTED       NJDCED
 DO2499  HISTORY     - 20110531 GOOD             NJGS
 DO2499
 DO2499                          STATION DESCRIPTION
 DO2499
 DO2499'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2499'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, SET IN A DRILL HOLE
 DO2499'IN THE SOUTHWEST WING WALL FOR THE COUNTY BRIDGE (NO 6) CARRYING EAST
 DO2499'AVENUE OVER MILLING CREEK.
 DO2499'
 DO2499'TO REACH THE STATION FROM THE JUNCTION OF EAST COMMERCE STREET (COUNTY
 DO2499'ROAD 670) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2499'0.4 MI (0.6 KM) EAST ON EAST COMMERCE STREET TO THE JUNCTION WITH EAST
 DO2499'AVENUE.  TURN RIGHT AND GO 0.1 MI (0.2 KM) SOUTH ON EAST AVENUE TO THE
 DO2499'STATION ON THE RIGHT.
 DO2499'
 DO2499'THE STATION IS 13.0 FT (4.0 M) WEST OF THE WEST CURB OF EAST AVENUE,
 DO2499'270.0 FT (82.3 M) NORTH OF THE NORTH CURB OF NJ ROUTE 49, 68.7 FT
 DO2499'(20.9 M) NORTH OF POLE NUMBER B1663, 79.0 FT (24.1 M) SOUTH OF POLE
 DO2499'NUMBER B8432.  THE STATION IS BEHIND THE WEST BALUSTRADE WALL AT THE
 DO2499'SOUTH CORNER.  THE STATION IS FLUSH WITH THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2502 ***********************************************************************
 DO2502  DESIGNATION -  9023
 DO2502  PID         -  DO2502
 DO2502  STATE/COUNTY-  NJ/CUMBERLAND
 DO2502  COUNTRY     -  US
 DO2502  USGS QUAD   -  BRIDGETON (2019)
 DO2502
 DO2502                         *CURRENT SURVEY CONTROL
 DO2502  ______________________________________________________________________
 DO2502* NAD 83(1986) POSITION- 39 25 47.25   (N) 075 14 18.03   (W)   HD_HELD1
 DO2502* NAVD 88 ORTHO HEIGHT -    12.862 (meters)       42.20  (feet) ADJUSTED
 DO2502  ______________________________________________________________________
 DO2502  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 DO2502  DYNAMIC HEIGHT  -         12.855 (meters)       42.18  (feet) COMP
 DO2502  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DO2502
 DO2502  VERT ORDER      -  FIRST     CLASS II
 DO2502
 DO2502.The horizontal coordinates were determined by differentially corrected
 DO2502.hand held GPS observations or other comparable positioning techniques
 DO2502.and have an estimated accuracy of +/- 3 meters.
 DO2502
 DO2502.The orthometric height was determined by differential leveling and
 DO2502.adjusted by the NATIONAL GEODETIC SURVEY
 DO2502.in April 2013.
 DO2502
 DO2502.No vertical observational check was made to the station.
 DO2502
 DO2502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2502.GEOID18 height accuracy estimate available here.
 DO2502
 DO2502.Click photographs - Photos may exist for this station.
 DO2502
 DO2502.The dynamic height is computed by dividing the NAVD 88
 DO2502.geopotential number by the normal gravity value computed on the
 DO2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2502.degrees latitude (g = 980.6199 gals.).
 DO2502
 DO2502.The modeled gravity was interpolated from observed gravity values.
 DO2502
 DO2502;                    North         East    Units  Estimated Accuracy
 DO2502;SPC NJ       -    66,471.1      86,434.9     MT  (+/- 3 meters HH1 GPS) 
 DO2502
 DO2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7948764499(NAD 83)
 DO2502
 DO2502                          SUPERSEDED SURVEY CONTROL
 DO2502
 DO2502.No superseded survey control is available for this station.
 DO2502
 DO2502_MARKER: B = BOLT
 DO2502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2502_SP_SET: CURB
 DO2502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2502+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2502
 DO2502  HISTORY     - Date     Condition        Report By
 DO2502  HISTORY     - 1939     MONUMENTED       NJDCED
 DO2502  HISTORY     - 20110531 GOOD             NJGS
 DO2502
 DO2502                          STATION DESCRIPTION
 DO2502
 DO2502'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO2502'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, A GALVANIZED IRON
 DO2502'BOLT SET IN THE CURB AT THE NORTHWEST JUNCTION OF WEST COMMERCE STREET
 DO2502'AND FRANKLIN STREET.
 DO2502'
 DO2502'TO REACH THE STATION FROM THE JUNCTION OF EAST COMMERCE STREET (COUNTY
 DO2502'ROAD 670) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2502'0.3 MI (0.5 KM) WEST ON EAST COMMERCE STREET, CROSSING THE COHANSEY
 DO2502'CREEK BRIDGE, TO THE JUNCTION WITH FRANKLIN STREET AND THE STATION ON
 DO2502'THE RIGHT.
 DO2502'
 DO2502'THE STATION IS 4.94 M (16.2 FT) NORTHWEST OF THE CENTERLINE OF
 DO2502'FRANKLIN STREET, 5.62 M (18.4 FT) NORTHEAST OF THE CENTERLINE OF WEST
 DO2502'COMMERCE STREET, 4.4 M (14.4 FT) SOUTHWEST OF A STEEL POST WITH A STOP
 DO2502'SIGN ATTACHED, 2.24 M (7.3 FT) EAST OF THE CENTER OF STORM CATCH
 DO2502'BASIN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI9737 ***********************************************************************
 AI9737  DESIGNATION -  9038
 AI9737  PID         -  AI9737
 AI9737  STATE/COUNTY-  NJ/CUMBERLAND
 AI9737  COUNTRY     -  US
 AI9737  USGS QUAD   -  PORT ELIZABETH (2019)
 AI9737
 AI9737                         *CURRENT SURVEY CONTROL
 AI9737  ______________________________________________________________________
 AI9737* NAD 83(1986) POSITION- 39 16 45.3    (N) 074 57 45.1    (W)   HD_HELD2
 AI9737* NAVD 88 ORTHO HEIGHT -     7.525 (meters)       24.69  (feet) ADJUSTED
 AI9737  ______________________________________________________________________
 AI9737  GEOID HEIGHT    -        -34.338 (meters)                     GEOID18
 AI9737  DYNAMIC HEIGHT  -          7.521 (meters)       24.68  (feet) COMP
 AI9737  MODELED GRAVITY -    980,102.3   (mgal)                       NAVD 88
 AI9737
 AI9737  VERT ORDER      -  FIRST     CLASS II
 AI9737
 AI9737.The horizontal coordinates were established by autonomous hand held GPS
 AI9737.observations and have an estimated accuracy of +/- 10 meters.
 AI9737
 AI9737.The orthometric height was determined by differential leveling and
 AI9737.adjusted by the NATIONAL GEODETIC SURVEY
 AI9737.in March 2001.
 AI9737
 AI9737.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9737.GEOID18 height accuracy estimate available here.
 AI9737
 AI9737.Click photographs - Photos may exist for this station.
 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       -    49,601.      110,095.      MT  (+/- 10 meters HH2 GPS)
 AI9737
 AI9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0323147766(NAD 83)
 AI9737
 AI9737                          SUPERSEDED SURVEY CONTROL
 AI9737
 AI9737.No superseded survey control is available for this station.
 AI9737
 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 17, 2006
 AI9737
 AI9737  HISTORY     - Date     Condition        Report By
 AI9737  HISTORY     - 1937     MONUMENTED       NJGS
 AI9737  HISTORY     - 19981116 GOOD             NJGS
 AI9737  HISTORY     - 20061117 GOOD             GEOCAC
 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.
 AI9737
 AI9737                          STATION RECOVERY (2006)
 AI9737
 AI9737'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3315 ***********************************************************************
 DI3315  DESIGNATION -  904
 DI3315  PID         -  DI3315
 DI3315  STATE/COUNTY-  NJ/CAMDEN
 DI3315  COUNTRY     -  US
 DI3315  USGS QUAD   -  CAMDEN (2019)
 DI3315
 DI3315                         *CURRENT SURVEY CONTROL
 DI3315  ______________________________________________________________________
 DI3315* NAD 83(1986) POSITION- 39 53 07.95   (N) 075 03 34.78   (W)   HD_HELD1
 DI3315* NAVD 88 ORTHO HEIGHT -    27.811 (meters)       91.24  (feet) ADJUSTED
 DI3315  ______________________________________________________________________
 DI3315  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 DI3315  DYNAMIC HEIGHT  -         27.799 (meters)       91.20  (feet) COMP
 DI3315  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 DI3315
 DI3315  VERT ORDER      -  FIRST     CLASS II
 DI3315
 DI3315.The horizontal coordinates were determined by differentially corrected
 DI3315.hand held GPS observations or other comparable positioning techniques
 DI3315.and have an estimated accuracy of +/- 3 meters.
 DI3315
 DI3315.The orthometric height was determined by differential leveling and
 DI3315.adjusted by the NATIONAL GEODETIC SURVEY
 DI3315.in June 2007.
 DI3315
 DI3315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3315.GEOID18 height accuracy estimate available here.
 DI3315
 DI3315.Click photographs - Photos may exist for this station.
 DI3315
 DI3315.The dynamic height is computed by dividing the NAVD 88
 DI3315.geopotential number by the normal gravity value computed on the
 DI3315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3315.degrees latitude (g = 980.6199 gals.).
 DI3315
 DI3315.The modeled gravity was interpolated from observed gravity values.
 DI3315
 DI3315;                    North         East    Units  Estimated Accuracy
 DI3315;SPC NJ       -   116,956.9     102,133.3     MT  (+/- 3 meters HH1 GPS) 
 DI3315
 DI3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9489815055(NAD 83)
 DI3315
 DI3315                          SUPERSEDED SURVEY CONTROL
 DI3315
 DI3315.No superseded survey control is available for this station.
 DI3315
 DI3315_MARKER: DD = SURVEY DISK
 DI3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3315_STAMPING: 904 92.420
 DI3315_MARK LOGO: CGS+SS
 DI3315_PROJECTION: RECESSED 10 CENTIMETERS
 DI3315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3315+STABILITY: SURFACE MOTION
 DI3315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3315+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 DI3315
 DI3315  HISTORY     - Date     Condition        Report By
 DI3315  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3315  HISTORY     - 20050909 GOOD             NJGS
 DI3315
 DI3315                          STATION DESCRIPTION
 DI3315
 DI3315'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (MVI)
 DI3315'THE STATION IS LOCATED IN THE BOROUGH OF HADDON HEIGHTS ON THE WEST
 DI3315'SIDE OF U.S.  HIGHWAY 30.
 DI3315'
 DI3315'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3315'AND U.S. HIGHWAY  30 AT INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON,
 DI3315'GO NORTH ON U.S. HIGHWAY 30 FOR 0.9 MI  (1.45 KM) TO THE STATION ON
 DI3315'THE LEFT.  THE STATION IS IN A CAST IRON WATER METER VALVE  COVER BOX.
 DI3315'THE STATION IS BETWEEN THE CURB AND THE SIDEWALK , JUST NORTH OF SAINT
 DI3315'MARYS CHURCH.   THE STATION IS 8.9 M (29.2 FT) SOUTHEAST FROM WOOD
 DI3315'UTILITY POLE NUMBER 61254, 1.97 M (6.5 FT)  WEST FROM THE WEST CURB OF
 DI3315'U.S. HIGHWAY 30 AND 17.6 M (57.7 FT) NORTHWEST FROM THE  NORTHWEST
 DI3315'CORNER OF SAINT MARYS CHURCH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3316 ***********************************************************************
 DI3316  DESIGNATION -  905
 DI3316  PID         -  DI3316
 DI3316  STATE/COUNTY-  NJ/CAMDEN
 DI3316  COUNTRY     -  US
 DI3316  USGS QUAD   -  CAMDEN (2019)
 DI3316
 DI3316                         *CURRENT SURVEY CONTROL
 DI3316  ______________________________________________________________________
 DI3316* NAD 83(1986) POSITION- 39 53 00.     (N) 075 03 26.     (W)   SCALED
 DI3316* NAVD 88 ORTHO HEIGHT -    24.365 (meters)       79.94  (feet) ADJUSTED
 DI3316  ______________________________________________________________________
 DI3316  GEOID HEIGHT    -        -32.829 (meters)                     GEOID18
 DI3316  DYNAMIC HEIGHT  -         24.354 (meters)       79.90  (feet) COMP
 DI3316  MODELED GRAVITY -    980,186.3   (mgal)                       NAVD 88
 DI3316
 DI3316  VERT ORDER      -  FIRST     CLASS II
 DI3316
 DI3316.The horizontal coordinates were scaled from a map and have
 DI3316.an estimated accuracy of +/- 6 seconds.
 DI3316
 DI3316.The orthometric height was determined by differential leveling and
 DI3316.adjusted by the NATIONAL GEODETIC SURVEY
 DI3316.in June 2007.
 DI3316
 DI3316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3316.GEOID18 height accuracy estimate available here.
 DI3316
 DI3316.Click photographs - Photos may exist for this station.
 DI3316
 DI3316.The dynamic height is computed by dividing the NAVD 88
 DI3316.geopotential number by the normal gravity value computed on the
 DI3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3316.degrees latitude (g = 980.6199 gals.).
 DI3316
 DI3316.The modeled gravity was interpolated from observed gravity values.
 DI3316
 DI3316;                    North         East    Units  Estimated Accuracy
 DI3316;SPC NJ       -   116,710.      102,340.      MT  (+/- 180 meters Scaled)
 DI3316
 DI3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK951148(NAD 83)
 DI3316
 DI3316                          SUPERSEDED SURVEY CONTROL
 DI3316
 DI3316.No superseded survey control is available for this station.
 DI3316
 DI3316_MARKER: DD = SURVEY DISK
 DI3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3316_STAMPING: 905 81.157
 DI3316_MARK LOGO: CGS+SS
 DI3316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3316+STABILITY: SURFACE MOTION
 DI3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3316+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 DI3316
 DI3316  HISTORY     - Date     Condition        Report By
 DI3316  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3316  HISTORY     - 20050929 GOOD             NJGS
 DI3316  HISTORY     - 20080627 GOOD             UE
 DI3316
 DI3316                          STATION DESCRIPTION
 DI3316
 DI3316'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (MVI)
 DI3316'THE STATION IS LOCATED IN THE BOROUGH OF HADDON HEIGHTS ON THE WEST
 DI3316'SIDE OF U.S.  HIGHWAY 30.
 DI3316'
 DI3316'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295
 DI3316'AND U.S. HIGHWAY  30 AT INTERCHANGE 29 IN THE BOROUGH OF BARRINGTON,
 DI3316'GO NORTH ON U.S. HIGHWAY 30 FOR 0.7 MI  (1.13 KM) TO THE JUNCTION WITH
 DI3316'STATION ROAD AND THE STATION ON THE LEFT.    THE STATION IS AT THE
 DI3316'SOUTHWEST CORNER OF THE INTERSECTION, 3.8 M (12.5 FT) NORTHWEST  FROM
 DI3316'THE NORTHWEST CURB OF STATION ROAD, 3.0 M (9.8 FT) WEST FROM WOOD
 DI3316'UTILITY POLE  NUMBER 60716 AND 10.0 M (32.8 FT) SOUTHEAST FROM THE
 DI3316'SOUTHEAST CORNER OF THE SOJOURN  SALON, LOCATED ON STATION ROAD.
 DI3316
 DI3316                          STATION RECOVERY (2008)
 DI3316
 DI3316'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2500 ***********************************************************************
 DO2500  DESIGNATION -  9072
 DO2500  PID         -  DO2500
 DO2500  STATE/COUNTY-  NJ/CUMBERLAND
 DO2500  COUNTRY     -  US
 DO2500  USGS QUAD   -  BRIDGETON (2019)
 DO2500
 DO2500                         *CURRENT SURVEY CONTROL
 DO2500  ______________________________________________________________________
 DO2500* NAD 83(1986) POSITION- 39 25 42.50   (N) 075 13 39.23   (W)   HD_HELD1
 DO2500* NAVD 88 ORTHO HEIGHT -    11.795 (meters)       38.70  (feet) ADJUSTED
 DO2500  ______________________________________________________________________
 DO2500  GEOID HEIGHT    -        -33.810 (meters)                     GEOID18
 DO2500  DYNAMIC HEIGHT  -         11.789 (meters)       38.68  (feet) COMP
 DO2500  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DO2500
 DO2500  VERT ORDER      -  FIRST     CLASS II
 DO2500
 DO2500.The horizontal coordinates were determined by differentially corrected
 DO2500.hand held GPS observations or other comparable positioning techniques
 DO2500.and have an estimated accuracy of +/- 3 meters.
 DO2500
 DO2500.The orthometric height was determined by differential leveling and
 DO2500.adjusted by the NATIONAL GEODETIC SURVEY
 DO2500.in April 2013.
 DO2500
 DO2500.No vertical observational check was made to the station.
 DO2500
 DO2500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2500.GEOID18 height accuracy estimate available here.
 DO2500
 DO2500.Click photographs - Photos may exist for this station.
 DO2500
 DO2500.The dynamic height is computed by dividing the NAVD 88
 DO2500.geopotential number by the normal gravity value computed on the
 DO2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2500.degrees latitude (g = 980.6199 gals.).
 DO2500
 DO2500.The modeled gravity was interpolated from observed gravity values.
 DO2500
 DO2500;                    North         East    Units  Estimated Accuracy
 DO2500;SPC NJ       -    66,317.1      87,361.6     MT  (+/- 3 meters HH1 GPS) 
 DO2500
 DO2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8041464351(NAD 83)
 DO2500
 DO2500                          SUPERSEDED SURVEY CONTROL
 DO2500
 DO2500.No superseded survey control is available for this station.
 DO2500
 DO2500_MARKER: DD = SURVEY DISK
 DO2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2500_STAMPING: 9072
 DO2500_MARK LOGO: NJDCED
 DO2500_PROJECTION: FLUSH
 DO2500_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2500+STABILITY: SURFACE MOTION
 DO2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2500+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 DO2500
 DO2500  HISTORY     - Date     Condition        Report By
 DO2500  HISTORY     - 1939     MONUMENTED       NJDCED
 DO2500  HISTORY     - 20110531 GOOD             NJGS
 DO2500
 DO2500                          STATION DESCRIPTION
 DO2500
 DO2500'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO2500'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, IN A MONUMENT FLUSH
 DO2500'IN THE HANDICAPPED RAMP OF THE SIDEWALK AT THE NORTHWEST CORNER OF THE
 DO2500'T-JUNCTION OF EAST COMMERCE STREET AND CHURCH STREET.
 DO2500'
 DO2500'TO REACH THE STATION FROM THE JUNCTION OF EAST COMMERCE STREET (COUNTY
 DO2500'ROAD 670) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 DO2500'0.3 MI (0.5 KM) EAST ON EAST COMMERCE STREET TO THE JUNCTION WITH
 DO2500'CHURCH STREET AND THE STATION ON THE LEFT.
 DO2500'
 DO2500'THE STATION IS 4.4 M (14.4 FT) SOUTHWEST OF A FIRE HYDRANT ON THE
 DO2500'NORTHWEST CORNER, 3.56 M (11.7 FT) EAST-SOUTHEAST FROM POLE NUMBER
 DO2500'600CP, 5.86 M (19.2 FT) WEST-NORTHWEST FROM THE CENTERLINE OF CHURCH
 DO2500'STREET, 6.96 M (22.8 FT) NORTHEAST OF THE CENTERLINE OF EAST COMMERCE
 DO2500'STREET.
 DO2500'
 DO2500'NOTE- THE STATION IS DIRECTLY ACROSS THE STREET FROM THE UNITED
 DO2500'METHODIST CHURCH OF BRIDGETON.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0723 ***********************************************************************
 LY0723  DESIGNATION -  908.78
 LY0723  PID         -  LY0723
 LY0723  STATE/COUNTY-  NJ/SUSSEX
 LY0723  COUNTRY     -  US
 LY0723  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0723
 LY0723                         *CURRENT SURVEY CONTROL
 LY0723  ______________________________________________________________________
 LY0723* NAD 83(1986) POSITION- 41 17 06.     (N) 074 39 19.     (W)   SCALED
 LY0723* NAVD 88 ORTHO HEIGHT -   276.778 (meters)      908.06  (feet) ADJUSTED
 LY0723  ______________________________________________________________________
 LY0723  GEOID HEIGHT    -        -32.272 (meters)                     GEOID18
 LY0723  DYNAMIC HEIGHT  -        276.658 (meters)      907.67  (feet) COMP
 LY0723  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 LY0723
 LY0723  VERT ORDER      -  FIRST     CLASS II
 LY0723
 LY0723.The horizontal coordinates were scaled from a map and have
 LY0723.an estimated accuracy of +/- 6 seconds.
 LY0723
 LY0723.The orthometric height was determined by differential leveling and
 LY0723.adjusted by the NATIONAL GEODETIC SURVEY
 LY0723.in June 1991.
 LY0723
 LY0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0723.GEOID18 height accuracy estimate available here.
 LY0723
 LY0723.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL288704(NAD 83)
 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
 LY0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0723.See file dsdata.pdf to determine how the superseded data were derived.
 LY0723
 LY0723_MARKER: X = CHISELED CROSS
 LY0723_SETTING: 80 = SET IN A BOULDER
 LY0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0723+STABILITY: SURFACE MOTION
 LY0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0723+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 LY0723
 LY0723  HISTORY     - Date     Condition        Report By
 LY0723  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0723  HISTORY     - 1934     GOOD             CGS
 LY0723  HISTORY     - 20050731 GOOD             GEOCAC
 LY0723  HISTORY     - 20200611 GOOD             NJGS
 LY0723
 LY0723                          STATION DESCRIPTION
 LY0723
 LY0723'DESCRIBED BY COAST AND 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.
 LY0723
 LY0723                          STATION RECOVERY (2020)
 LY0723
 LY0723'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 LY0723'UNDER A TREE IN WOODED ARE, UNUSABLE FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7220 ***********************************************************************
 AA7220  DESIGNATION -  9097
 AA7220  PID         -  AA7220
 AA7220  STATE/COUNTY-  NJ/CUMBERLAND
 AA7220  COUNTRY     -  US
 AA7220  USGS QUAD   -  CEDARVILLE (2019)
 AA7220
 AA7220                         *CURRENT SURVEY CONTROL
 AA7220  ______________________________________________________________________
 AA7220* NAD 83(2011) POSITION- 39 21 04.86386(N) 075 13 00.54597(W)   ADJUSTED
 AA7220* NAD 83(2011) ELLIP HT-   -23.935 (meters)        (06/27/12)   ADJUSTED
 AA7220* NAD 83(2011) EPOCH   -  2010.00
 AA7220* NAVD 88 ORTHO HEIGHT -    10.0   (meters)       33.    (feet) GPS OBS
 AA7220  ______________________________________________________________________
 AA7220  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7220  GEOID HEIGHT    -         -34.27 (meters)                     GEOID93
 AA7220  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 AA7220  NAD 83(2011) X  -  1,260,160.260 (meters)                     COMP
 AA7220  NAD 83(2011) Y  - -4,775,190.222 (meters)                     COMP
 AA7220  NAD 83(2011) Z  -  4,022,540.201 (meters)                     COMP
 AA7220  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 AA7220
 AA7220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7220  Standards:
 AA7220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7220  -------------------------------------------------------------------
 AA7220  NETWORK    0.96   1.35           0.46   0.27   0.69      0.10273631
 AA7220  -------------------------------------------------------------------
 AA7220  Click here for local accuracies and other accuracy information.
 AA7220
 AA7220.The horizontal coordinates were established by GPS observations
 AA7220.and adjusted by the National Geodetic Survey in June 2012.
 AA7220
 AA7220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7220.been affixed to the stable North American tectonic plate. See 
 AA7220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7220
 AA7220.The horizontal coordinates are valid at the epoch date displayed above
 AA7220.which is a decimal equivalence of Year/Month/Day.
 AA7220
 AA7220.The orthometric height was determined by GPS observations and a
 AA7220.high-resolution geoid model.
 AA7220
 AA7220.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7220.GEOID18 height accuracy estimate available here.
 AA7220
 AA7220.Click photographs - Photos may exist for this station.
 AA7220
 AA7220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7220
 AA7220.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7220
 AA7220.The ellipsoidal height was determined by GPS observations
 AA7220.and is referenced to NAD 83.
 AA7220
 AA7220. The following values were computed from the NAD 83(2011) position.
 AA7220
 AA7220;                    North         East     Units Scale Factor Converg.
 AA7220;SPC NJ       -    57,748.208    88,218.738   MT  0.99994698   -0 27 16.3
 AA7220;SPC NJ       -   189,462.25    289,430.98   sFT  0.99994698   -0 27 16.3
 AA7220;UTM  18      - 4,355,789.980   481,318.519   MT  0.99960430   -0 08 14.9
 AA7220
 AA7220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7220!SPC NJ       -   1.00000376  x   0.99994698  =   0.99995073
 AA7220!UTM  18      -   1.00000376  x   0.99960430  =   0.99960805
 AA7220
 AA7220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8131855789(NAD 83)
 AA7220
 AA7220                          SUPERSEDED SURVEY CONTROL
 AA7220
 AA7220  NAD 83(2007)-  39 21 04.86425(N)    075 13 00.54662(W) AD(2002.00) 0
 AA7220  ELLIP H (02/10/07)  -23.921  (m)                       GP(2002.00)    
 AA7220  ELLIP H (10/23/02)  -23.921  (m)                       GP(       ) 4 1
 AA7220  NAD 83(1996)-  39 21 04.86421(N)    075 13 00.54686(W) AD(       ) 1
 AA7220  ELLIP H (05/14/99)  -23.929  (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)  -23.985  (m)                       GP(       ) 3 1
 AA7220
 AA7220.Superseded values are not recommended for survey control.
 AA7220
 AA7220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7220.See file dsdata.pdf to determine how the superseded data were derived.
 AA7220
 AA7220_MARKER: DD = SURVEY DISK
 AA7220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7220_STAMPING: 9097
 AA7220_MARK LOGO: NJGS
 AA7220_PROJECTION: RECESSED 30 CENTIMETERS
 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 05, 2019
 AA7220
 AA7220  HISTORY     - Date     Condition        Report By
 AA7220  HISTORY     - 1939     MONUMENTED       NJGS
 AA7220  HISTORY     - 19940831 GOOD             NJGS
 AA7220  HISTORY     - 20190805 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.
 AA7220
 AA7220                          STATION RECOVERY (2019)
 AA7220
 AA7220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 AA7220'NEW TIES ARE 55 M (180.4 FT) SOUTH-SOUTHEAST OF UTILITY POLE WITH
 AA7220'LIGHT 4569, 18.8 M (61.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A
 AA7220'DIRT DRIVEWAY, 14.5 M (47.6 FT) NORTH-NORTHEAST OF UTILITY POLE BT
 AA7220'1793, 6 M (19.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD
 AA7220'553, 0.75 M (2.5 FT) EAST-NORTHEAST OF THE EDGE OF PAVEMENT OF COUNTY
 AA7220'ROAD 553 AND ABOUT 0.4 M (1.3 FT) LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0596 ***********************************************************************
 JU0596  DESIGNATION -  91 CNJRR
 JU0596  PID         -  JU0596
 JU0596  STATE/COUNTY-  NJ/BURLINGTON
 JU0596  COUNTRY     -  US
 JU0596  USGS QUAD   -  INDIAN MILLS (2019)
 JU0596
 JU0596                         *CURRENT SURVEY CONTROL
 JU0596  ______________________________________________________________________
 JU0596* NAD 83(1986) POSITION- 39 46 05.9    (N) 074 38 42.0    (W)   HD_HELD2
 JU0596* NAVD 88 ORTHO HEIGHT -    20.355 (meters)       66.78  (feet) ADJUSTED
 JU0596  ______________________________________________________________________
 JU0596  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 JU0596  DYNAMIC HEIGHT  -         20.346 (meters)       66.75  (feet) COMP
 JU0596  MODELED GRAVITY -    980,158.9   (mgal)                       NAVD 88
 JU0596
 JU0596  VERT ORDER      -  SECOND    CLASS 0
 JU0596
 JU0596.The horizontal coordinates were established by autonomous hand held GPS
 JU0596.observations and have an estimated accuracy of +/- 10 meters.
 JU0596
 JU0596.The orthometric height was determined by differential leveling and
 JU0596.adjusted by the NATIONAL GEODETIC SURVEY
 JU0596.in June 1991.
 JU0596
 JU0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0596.GEOID18 height accuracy estimate available here.
 JU0596
 JU0596.Click photographs - Photos may exist for this station.
 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       -   103,801.      137,577.      MT  (+/- 10 meters HH2 GPS)
 JU0596
 JU0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3040402102(NAD 83)
 JU0596
 JU0596                          SUPERSEDED SURVEY CONTROL
 JU0596
 JU0596  NGVD 29 (11/26/84)   20.734  (m)           68.02   (f) ADJUSTED    2 0
 JU0596
 JU0596.Superseded values are not recommended for survey control.
 JU0596
 JU0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0596.See file dsdata.pdf to determine how the superseded data were derived.
 JU0596
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0013 ***********************************************************************
 KV0013  DESIGNATION -  91.78
 KV0013  PID         -  KV0013
 KV0013  STATE/COUNTY-  NJ/MIDDLESEX
 KV0013  COUNTRY     -  US
 KV0013  USGS QUAD   -  PERTH AMBOY (2016)
 KV0013
 KV0013                         *CURRENT SURVEY CONTROL
 KV0013  ______________________________________________________________________
 KV0013* NAD 83(1986) POSITION- 40 30 50.     (N) 074 16 25.     (W)   SCALED
 KV0013* NAVD 88 ORTHO HEIGHT -    16.923 (meters)       55.52  (feet) ADJUSTED
 KV0013  ______________________________________________________________________
 KV0013  GEOID HEIGHT    -        -32.508 (meters)                     GEOID18
 KV0013  DYNAMIC HEIGHT  -         16.916 (meters)       55.50  (feet) COMP
 KV0013  MODELED GRAVITY -    980,216.8   (mgal)                       NAVD 88
 KV0013
 KV0013  VERT ORDER      -  FIRST     CLASS I
 KV0013
 KV0013.The horizontal coordinates were scaled from a map and have
 KV0013.an estimated accuracy of +/- 6 seconds.
 KV0013
 KV0013.The orthometric height was determined by differential leveling and
 KV0013.adjusted by the NATIONAL GEODETIC SURVEY
 KV0013.in June 1991.
 KV0013
 KV0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0013.GEOID18 height accuracy estimate available here.
 KV0013
 KV0013.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK615850(NAD 83)
 KV0013
 KV0013                          SUPERSEDED SURVEY CONTROL
 KV0013
 KV0013  NGVD 29 (04/16/92)   17.239  (m)           56.56   (f) ADJUSTED    1 1
 KV0013  NGVD 29 (??/??/87)   17.263  (m)           56.64   (f) SUPERSEDED  1 1
 KV0013
 KV0013.Superseded values are not recommended for survey control.
 KV0013
 KV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0013.See file dsdata.pdf to determine how the superseded data were derived.
 KV0013
 KV0013_MARKER: DD = SURVEY DISK
 KV0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0013_STAMPING: 91.78
 KV0013_MARK LOGO: NJGS
 KV0013_PROJECTION: FLUSH
 KV0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0013+STABILITY: SURFACE MOTION
 KV0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0013+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2021
 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  HISTORY     - 20210917 SEE DESCRIPTION  NJGS
 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.
 KV0013
 KV0013                          STATION RECOVERY (2021)
 KV0013
 KV0013'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0013'NEW SIDEWALKS AND IMPROVEMENTS MADE.  NOT USEABLE FOR OPUS
 KV0013'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP5831 ***********************************************************************
 DP5831  DESIGNATION -  9110
 DP5831  PID         -  DP5831
 DP5831  STATE/COUNTY-  NJ/MERCER
 DP5831  COUNTRY     -  US
 DP5831  USGS QUAD   -  HIGHTSTOWN (2019)
 DP5831
 DP5831                         *CURRENT SURVEY CONTROL
 DP5831  ______________________________________________________________________
 DP5831* NAD 83(1986) POSITION- 40 16 12.00   (N) 074 30 22.82   (W)   HD_HELD1
 DP5831* NAVD 88 ORTHO HEIGHT -    31.070 (meters)      101.94  (feet) ADJUSTED
 DP5831  ______________________________________________________________________
 DP5831  GEOID HEIGHT    -        -32.676 (meters)                     GEOID18
 DP5831  DYNAMIC HEIGHT  -         31.056 (meters)      101.89  (feet) COMP
 DP5831  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 DP5831
 DP5831  VERT ORDER      -  FIRST     CLASS II
 DP5831
 DP5831.The horizontal coordinates were determined by differentially corrected
 DP5831.hand held GPS observations or other comparable positioning techniques
 DP5831.and have an estimated accuracy of +/- 3 meters.
 DP5831
 DP5831.The orthometric height was determined by differential leveling and
 DP5831.adjusted by the NATIONAL GEODETIC SURVEY
 DP5831.in April 2015.
 DP5831
 DP5831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5831.GEOID18 height accuracy estimate available here.
 DP5831
 DP5831.Click photographs - Photos may exist for this station.
 DP5831
 DP5831.The dynamic height is computed by dividing the NAVD 88
 DP5831.geopotential number by the normal gravity value computed on the
 DP5831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5831.degrees latitude (g = 980.6199 gals.).
 DP5831
 DP5831.The modeled gravity was interpolated from observed gravity values.
 DP5831
 DP5831;                    North         East    Units  Estimated Accuracy
 DP5831;SPC NJ       -   159,491.5     149,460.9     MT  (+/- 3 meters HH1 GPS) 
 DP5831
 DP5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4197257842(NAD 83)
 DP5831
 DP5831                          SUPERSEDED SURVEY CONTROL
 DP5831
 DP5831.No superseded survey control is available for this station.
 DP5831
 DP5831_MARKER: DD = SURVEY DISK
 DP5831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5831_STAMPING: 9110
 DP5831_MARK LOGO: NJDCED
 DP5831_PROJECTION: RECESSED
 DP5831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5831+STABILITY: SURFACE MOTION
 DP5831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5831+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5831
 DP5831  HISTORY     - Date     Condition        Report By
 DP5831  HISTORY     - 1937     MONUMENTED       NJDCED
 DP5831  HISTORY     - 20140312 GOOD             NJGS
 DP5831
 DP5831                          STATION DESCRIPTION
 DP5831
 DP5831'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DP5831'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF
 DP5831'JAMESBURG, 3.9 MI (6.3 KM) NORTH-NORTHWEST OF ROOSEVELT AND 0.9 MI
 DP5831'(1.4 KM) EAST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 DP5831'
 DP5831'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF THE JUNCTION OF
 DP5831'WOODSIDE AVENUE AND MONMOUTH ROAD, 6 INCHES (15 CM) BELOW THE EDGE OF
 DP5831'PAVING IN THE SHOULDER AREA.
 DP5831'
 DP5831'THE STATION IS 49 FT (14.9 M) SOUTH OF THE SOUTHEAST CORNER OF A SIGN
 DP5831'(HOLIDAY INN), 58 FT (17.7 M) EAST OF POLE NUMBER 62436, 56.2 FT (17.1
 DP5831'M) SOUTHEAST OF POLE NUMBER JC328EW, 13.5 FT (4.1 M) SOUTH OF THE
 DP5831'CENTERLINE OF MONMOUTH ROAD, 23.4 FT (7.1 M) EAST OF THE CENTERLINE OF
 DP5831'WOODSIDE AVENUE, 23 FT (7.0 M) SOUTHEAST OF A MANHOLE (EWMU).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7412 ***********************************************************************
 DM7412  DESIGNATION -  9123
 DM7412  PID         -  DM7412
 DM7412  STATE/COUNTY-  NJ/MIDDLESEX
 DM7412  COUNTRY     -  US
 DM7412  USGS QUAD   -  PLAINFIELD (2019)
 DM7412
 DM7412                         *CURRENT SURVEY CONTROL
 DM7412  ______________________________________________________________________
 DM7412* NAD 83(1986) POSITION- 40 34 51.     (N) 074 27 34.     (W)   SCALED
 DM7412* NAVD 88 ORTHO HEIGHT -    22.539 (meters)       73.95  (feet) ADJUSTED
 DM7412  ______________________________________________________________________
 DM7412  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 DM7412  DYNAMIC HEIGHT  -         22.529 (meters)       73.91  (feet) COMP
 DM7412  MODELED GRAVITY -    980,190.4   (mgal)                       NAVD 88
 DM7412
 DM7412  VERT ORDER      -  FIRST     CLASS II
 DM7412
 DM7412.The horizontal coordinates were scaled from a map and have
 DM7412.an estimated accuracy of +/- 6 seconds.
 DM7412
 DM7412.The orthometric height was determined by differential leveling and
 DM7412.adjusted by the NATIONAL GEODETIC SURVEY
 DM7412.in April 2013.
 DM7412
 DM7412.No vertical observational check was made to the station.
 DM7412
 DM7412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7412.GEOID18 height accuracy estimate available here.
 DM7412
 DM7412.Click photographs - Photos may exist for this station.
 DM7412
 DM7412.The dynamic height is computed by dividing the NAVD 88
 DM7412.geopotential number by the normal gravity value computed on the
 DM7412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7412.degrees latitude (g = 980.6199 gals.).
 DM7412
 DM7412.The modeled gravity was interpolated from observed gravity values.
 DM7412
 DM7412;                    North         East    Units  Estimated Accuracy
 DM7412;SPC NJ       -   194,010.      153,430.      MT  (+/- 180 meters Scaled)
 DM7412
 DM7412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK457923(NAD 83)
 DM7412
 DM7412                          SUPERSEDED SURVEY CONTROL
 DM7412
 DM7412.No superseded survey control is available for this station.
 DM7412
 DM7412_MARKER: DD = SURVEY DISK
 DM7412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7412_STAMPING: 9123
 DM7412_MARK LOGO: NJDCED
 DM7412_PROJECTION: RECESSED 5 CENTIMETERS
 DM7412_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7412+STABILITY: SURFACE MOTION
 DM7412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7412+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2016
 DM7412
 DM7412  HISTORY     - Date     Condition        Report By
 DM7412  HISTORY     - 1938     MONUMENTED       NJDCED
 DM7412  HISTORY     - 20100606 GOOD             NJGS
 DM7412  HISTORY     - 20161213 GOOD             PB
 DM7412
 DM7412                          STATION DESCRIPTION
 DM7412
 DM7412'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7412'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, AT THE SOUTHWEST CORNER
 DM7412'OF THE T-JUNCTION OF NEW MARKET AVENUE AND VAIL AVENUE, IN THE
 DM7412'SIDEWALK AREA, RECESSED ABOUT 1 INCH (3 CM) BELOW THE SIDEWALK IN
 DM7412'ACCESSED THROUGH A 3 INCH (8 CM) HOLE IN THE SOUTHERLY DRIVEWAY FOR A
 DM7412'FORMER GAS STATION, NOW CALLED THE NEW MARKET AUTO SERVICE CENTER.
 DM7412'
 DM7412'THE STATION IS ABOUT 0.25 MI (0.4 KM) NORTH-NORTHWEST ALONG NEW MARKET
 DM7412'AVENUE FROM THE RAILROAD GRADE CROSSING.
 DM7412'
 DM7412'IT IS 18.8 FT (5.7 M) WEST OF THE CENTERLINE OF NEW MARKET AVENUE,
 DM7412'45.8 FT (14.0 M) SOUTH OF THE EXTENDED CENTERLINE OF VAIL AVENUE, 29.8
 DM7412'FT (9.1 M) SOUTHWEST OF POLE NUMBER 60107PC, 57.7 FT (17.6 M)
 DM7412'SOUTHEAST OF THE ES CORNER OF THE NEW MARKET AUTO SERVICE CENTER, 38.1
 DM7412'FT (11.6 M) NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH FOR HOUSE
 DM7412'NUMBER 426.
 DM7412
 DM7412                          STATION RECOVERY (2016)
 DM7412
 DM7412'RECOVERY NOTE BY PBS&J 2016 (MJB)
 DM7412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9189 ***********************************************************************
 AH9189  DESIGNATION -  9124
 AH9189  PID         -  AH9189
 AH9189  STATE/COUNTY-  NJ/MIDDLESEX
 AH9189  COUNTRY     -  US
 AH9189  USGS QUAD   -  PLAINFIELD (2019)
 AH9189
 AH9189                         *CURRENT SURVEY CONTROL
 AH9189  ______________________________________________________________________
 AH9189* NAD 83(1986) POSITION- 40 34 39.     (N) 074 27 33.     (W)   SCALED
 AH9189* NAVD 88 ORTHO HEIGHT -    17.760 (meters)       58.27  (feet) ADJUSTED
 AH9189  ______________________________________________________________________
 AH9189  GEOID HEIGHT    -        -33.011 (meters)                     GEOID18
 AH9189  DYNAMIC HEIGHT  -         17.752 (meters)       58.24  (feet) COMP
 AH9189  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 AH9189
 AH9189  VERT ORDER      -  FIRST     CLASS II
 AH9189
 AH9189.The horizontal coordinates were scaled from a map and have
 AH9189.an estimated accuracy of +/- 6 seconds.
 AH9189
 AH9189.The orthometric height was determined by differential leveling and
 AH9189.adjusted by the NATIONAL GEODETIC SURVEY
 AH9189.in April 2013.
 AH9189
 AH9189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9189.GEOID18 height accuracy estimate available here.
 AH9189
 AH9189.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK457919(NAD 83)
 AH9189
 AH9189                          SUPERSEDED SURVEY CONTROL
 AH9189
 AH9189  NAVD 88 (03/01/01)   17.549  (m)           57.58   (f) SUPERSEDED  1 2
 AH9189
 AH9189.Superseded values are not recommended for survey control.
 AH9189
 AH9189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9189.See file dsdata.pdf to determine how the superseded data were derived.
 AH9189
 AH9189_MARKER: DD = SURVEY DISK
 AH9189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9189_STAMPING: 9124
 AH9189_MARK LOGO: CGS+SS
 AH9189_PROJECTION: PROJECTING 20 CENTIMETERS
 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 NOT SUITABLE FOR
 AH9189+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 AH9189
 AH9189  HISTORY     - Date     Condition        Report By
 AH9189  HISTORY     - 1938     MONUMENTED       NJGS
 AH9189  HISTORY     - 19971204 GOOD             NJGS
 AH9189  HISTORY     - 20100506 POOR             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.
 AH9189
 AH9189                          STATION RECOVERY (2010)
 AH9189
 AH9189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 AH9189'RECOVERED IN GOOD CONDITION.
 AH9189'
 AH9189'NOTE-FOUND PROJECTING ABOUT 8 INCHES (20 CM) AND LEANING.  THE DATUM
 AH9189'POINT WAS USED TO EVALUATE THE PUBLISHED ELEVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7137 ***********************************************************************
 DF7137  DESIGNATION -  914 B 4
 DF7137  PID         -  DF7137
 DF7137  STATE/COUNTY-  NJ/MIDDLESEX
 DF7137  COUNTRY     -  US
 DF7137  USGS QUAD   -  NEW BRUNSWICK (2019)
 DF7137
 DF7137                         *CURRENT SURVEY CONTROL
 DF7137  ______________________________________________________________________
 DF7137* NAD 83(1986) POSITION- 40 23 03.     (N) 074 24 18.     (W)   SCALED
 DF7137* NAVD 88 ORTHO HEIGHT -    10.192 (meters)       33.44  (feet) ADJUSTED
 DF7137  ______________________________________________________________________
 DF7137  GEOID HEIGHT    -        -32.658 (meters)                     GEOID18
 DF7137  DYNAMIC HEIGHT  -         10.188 (meters)       33.43  (feet) COMP
 DF7137  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 DF7137
 DF7137  VERT ORDER      -  FIRST     CLASS II
 DF7137
 DF7137.The horizontal coordinates were scaled from a map and have
 DF7137.an estimated accuracy of +/- 6 seconds.
 DF7137
 DF7137.The orthometric height was determined by differential leveling and
 DF7137.adjusted by the NATIONAL GEODETIC SURVEY
 DF7137.in May 2012.
 DF7137
 DF7137.No vertical observational check was made to the station.
 DF7137
 DF7137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7137.GEOID18 height accuracy estimate available here.
 DF7137
 DF7137.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK505705(NAD 83)
 DF7137
 DF7137                          SUPERSEDED SURVEY CONTROL
 DF7137
 DF7137  NAVD 88 (03/25/05)   10.188  (m)           33.43   (f) SUPERSEDED  1 2
 DF7137
 DF7137.Superseded values are not recommended for survey control.
 DF7137
 DF7137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7137.See file dsdata.pdf to determine how the superseded data were derived.
 DF7137
 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 - June 01, 2009
 DF7137
 DF7137  HISTORY     - Date     Condition        Report By
 DF7137  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7137  HISTORY     - 20090601 GOOD             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'
 DF7137
 DF7137                          STATION RECOVERY (2009)
 DF7137
 DF7137'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DF7137'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7423 ***********************************************************************
 DM7423  DESIGNATION -  9149
 DM7423  PID         -  DM7423
 DM7423  STATE/COUNTY-  NJ/MIDDLESEX
 DM7423  COUNTRY     -  US
 DM7423  USGS QUAD   -  PLAINFIELD (2019)
 DM7423
 DM7423                         *CURRENT SURVEY CONTROL
 DM7423  ______________________________________________________________________
 DM7423* NAD 83(1986) POSITION- 40 30 07.     (N) 074 27 34.     (W)   SCALED
 DM7423* NAVD 88 ORTHO HEIGHT -    18.226 (meters)       59.80  (feet) ADJUSTED
 DM7423  ______________________________________________________________________
 DM7423  GEOID HEIGHT    -        -32.967 (meters)                     GEOID18
 DM7423  DYNAMIC HEIGHT  -         18.218 (meters)       59.77  (feet) COMP
 DM7423  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 DM7423
 DM7423  VERT ORDER      -  FIRST     CLASS II
 DM7423
 DM7423.The horizontal coordinates were scaled from a map and have
 DM7423.an estimated accuracy of +/- 6 seconds.
 DM7423
 DM7423.The orthometric height was determined by differential leveling and
 DM7423.adjusted by the NATIONAL GEODETIC SURVEY
 DM7423.in April 2013.
 DM7423
 DM7423.No vertical observational check was made to the station.
 DM7423
 DM7423.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7423.GEOID18 height accuracy estimate available here.
 DM7423
 DM7423.Click photographs - Photos may exist for this station.
 DM7423
 DM7423.The dynamic height is computed by dividing the NAVD 88
 DM7423.geopotential number by the normal gravity value computed on the
 DM7423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7423.degrees latitude (g = 980.6199 gals.).
 DM7423
 DM7423.The modeled gravity was interpolated from observed gravity values.
 DM7423
 DM7423;                    North         East    Units  Estimated Accuracy
 DM7423;SPC NJ       -   185,250.      153,440.      MT  (+/- 180 meters Scaled)
 DM7423
 DM7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK458836(NAD 83)
 DM7423
 DM7423                          SUPERSEDED SURVEY CONTROL
 DM7423
 DM7423.No superseded survey control is available for this station.
 DM7423
 DM7423_MARKER: DD = SURVEY DISK
 DM7423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7423_STAMPING: 9149
 DM7423_MARK LOGO: NJDCED
 DM7423_PROJECTION: FLUSH
 DM7423_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7423+STABILITY: SURFACE MOTION
 DM7423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7423+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2010
 DM7423
 DM7423  HISTORY     - Date     Condition        Report By
 DM7423  HISTORY     - 1939     MONUMENTED       NJDCED
 DM7423  HISTORY     - 20100713 GOOD             NJGS
 DM7423  HISTORY     - 20230828 MARK NOT FOUND   NJGS
 DM7423
 DM7423                          STATION DESCRIPTION
 DM7423
 DM7423'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7423'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE SOUTHWEST SIDE OF
 DM7423'EASTON AVENUE (COUNTY ROAD 527) AT THE T-JUNCTION WITH HUNTINGTON
 DM7423'AVENUE, ACROSS EASTON AVENUE FROM THE ENTRANCE TO BUCCLEUCH PARK.
 DM7423'
 DM7423'THE STATION IS 190 FT (57.9 M) SOUTHEAST OF THE CENTERLINE OF PARK
 DM7423'BOULEVARD, 22 FT (6.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF EASTON
 DM7423'AVENUE, 38 FT (11.6 M) WEST-NORTHWEST OF POLE NUMBER 63550, 42 FT
 DM7423'(12.8 M) WEST-NORTHWEST OF THE CENTERLINE EXTENDED OF HUNTINGTON
 DM7423'AVENUE.
 DM7423'
 DM7423'NOTE-THE STATION IS IN FRONT OF SAINT PETERS UNIVERSITY HOSPITAL.
 DM7423
 DM7423                          STATION RECOVERY (2023)
 DM7423
 DM7423'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DM7423'TIES MEET AT A NEW CONCRETE SIDEWALK HANDICAP RAMP, MARK CONSIDERED
 DM7423'LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0597 ***********************************************************************
 JU0597  DESIGNATION -  92 CNJRR
 JU0597  PID         -  JU0597
 JU0597  STATE/COUNTY-  NJ/BURLINGTON
 JU0597  COUNTRY     -  US
 JU0597  USGS QUAD   -  INDIAN MILLS (2019)
 JU0597
 JU0597                         *CURRENT SURVEY CONTROL
 JU0597  ______________________________________________________________________
 JU0597* NAD 83(1986) POSITION- 39 45 43.     (N) 074 39 42.     (W)   SCALED
 JU0597* NAVD 88 ORTHO HEIGHT -    16.526 (meters)       54.22  (feet) ADJUSTED
 JU0597  ______________________________________________________________________
 JU0597  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 JU0597  DYNAMIC HEIGHT  -         16.518 (meters)       54.19  (feet) COMP
 JU0597  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 JU0597
 JU0597  VERT ORDER      -  SECOND    CLASS 0
 JU0597
 JU0597.The horizontal coordinates were scaled from a map and have
 JU0597.an estimated accuracy of +/- 6 seconds.
 JU0597
 JU0597.The orthometric height was determined by differential leveling and
 JU0597.adjusted by the NATIONAL GEODETIC SURVEY
 JU0597.in June 1991.
 JU0597
 JU0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0597.GEOID18 height accuracy estimate available here.
 JU0597
 JU0597.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK289013(NAD 83)
 JU0597
 JU0597                          SUPERSEDED SURVEY CONTROL
 JU0597
 JU0597  NGVD 29 (11/26/84)   16.905  (m)           55.46   (f) ADJUSTED    2 0
 JU0597
 JU0597.Superseded values are not recommended for survey control.
 JU0597
 JU0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0597.See file dsdata.pdf to determine how the superseded data were derived.
 JU0597
 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  HISTORY     - 20210820 MARK NOT FOUND   NJGS
 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.
 JU0597
 JU0597                          STATION RECOVERY (2021)
 JU0597
 JU0597'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU0597'RAILROAD HAS BEEN ABANDONED, DESCRIPTIVE TEXT AND LOCATION UNSUITABLE
 JU0597'FOR A GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7173 ***********************************************************************
 DM7173  DESIGNATION -  9200
 DM7173  PID         -  DM7173
 DM7173  STATE/COUNTY-  NJ/MONMOUTH
 DM7173  COUNTRY     -  US
 DM7173  USGS QUAD   -  ASBURY PARK (2019)
 DM7173
 DM7173                         *CURRENT SURVEY CONTROL
 DM7173  ______________________________________________________________________
 DM7173* NAD 83(1986) POSITION- 40 13 10.     (N) 074 00 27.     (W)   SCALED
 DM7173* NAVD 88 ORTHO HEIGHT -     5.828 (meters)       19.12  (feet) ADJUSTED
 DM7173  ______________________________________________________________________
 DM7173  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 DM7173  DYNAMIC HEIGHT  -          5.825 (meters)       19.11  (feet) COMP
 DM7173  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 DM7173
 DM7173  VERT ORDER      -  FIRST     CLASS II
 DM7173
 DM7173.The horizontal coordinates were scaled from a map and have
 DM7173.an estimated accuracy of +/- 6 seconds.
 DM7173
 DM7173.The orthometric height was determined by differential leveling and
 DM7173.adjusted by the NATIONAL GEODETIC SURVEY
 DM7173.in May 2011.
 DM7173
 DM7173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7173.GEOID18 height accuracy estimate available here.
 DM7173
 DM7173.Click photographs - Photos may exist for this station.
 DM7173
 DM7173.The dynamic height is computed by dividing the NAVD 88
 DM7173.geopotential number by the normal gravity value computed on the
 DM7173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7173.degrees latitude (g = 980.6199 gals.).
 DM7173
 DM7173.The modeled gravity was interpolated from observed gravity values.
 DM7173
 DM7173;                    North         East    Units  Estimated Accuracy
 DM7173;SPC NJ       -   154,000.      191,920.      MT  (+/- 180 meters Scaled)
 DM7173
 DM7173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK844525(NAD 83)
 DM7173
 DM7173                          SUPERSEDED SURVEY CONTROL
 DM7173
 DM7173.No superseded survey control is available for this station.
 DM7173
 DM7173_MARKER: DD = SURVEY DISK
 DM7173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7173_STAMPING: 9200
 DM7173_MARK LOGO: NJDCED
 DM7173_PROJECTION: RECESSED 10 CENTIMETERS
 DM7173_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7173+STABILITY: SURFACE MOTION
 DM7173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7173+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 DM7173
 DM7173  HISTORY     - Date     Condition        Report By
 DM7173  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7173  HISTORY     - 20080507 GOOD             NJGS
 DM7173  HISTORY     - 20180712 GOOD             USPSQD
 DM7173
 DM7173                          STATION DESCRIPTION
 DM7173
 DM7173'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7173'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, BETWEEN THE CURB
 DM7173'AND SIDEWALK ON THE NORTHWEST CORNER OF ASBURY AND GRAND AVENUES.
 DM7173'
 DM7173'THE STATION IS 4.7 FT (1.4 M) WEST OF THE WEST CURB OF GRAND AVENUE,
 DM7173'17.1 FT (5.2 M) NORTH OF THE NORTH CURB OF ASBURY AVENUE, 1.9 FT (0.6
 DM7173'M) NORTHEAST OF POLE NUMBER JC747AP, 4.8 FT (1.5 M) EAST OF THE EAST
 DM7173'EDGE OF THE SIDEWALK, 32.6 FT (9.9 M) SOUTHEAST OF THE SOUTHEAST
 DM7173'CORNER OF A SIGN/PLANTER FOR THE TRINITY CHURCH.
 DM7173
 DM7173                          STATION RECOVERY (2018)
 DM7173
 DM7173'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7176 ***********************************************************************
 DM7176  DESIGNATION -  9202
 DM7176  PID         -  DM7176
 DM7176  STATE/COUNTY-  NJ/MONMOUTH
 DM7176  COUNTRY     -  US
 DM7176  USGS QUAD   -  ASBURY PARK (2019)
 DM7176
 DM7176                         *CURRENT SURVEY CONTROL
 DM7176  ______________________________________________________________________
 DM7176* NAD 83(1986) POSITION- 40 12 57.     (N) 074 00 30.     (W)   SCALED
 DM7176* NAVD 88 ORTHO HEIGHT -     1.984 (meters)        6.51  (feet) ADJUSTED
 DM7176  ______________________________________________________________________
 DM7176  GEOID HEIGHT    -        -32.848 (meters)                     GEOID18
 DM7176  DYNAMIC HEIGHT  -          1.983 (meters)        6.51  (feet) COMP
 DM7176  MODELED GRAVITY -    980,169.9   (mgal)                       NAVD 88
 DM7176
 DM7176  VERT ORDER      -  FIRST     CLASS II
 DM7176
 DM7176.The horizontal coordinates were scaled from a map and have
 DM7176.an estimated accuracy of +/- 6 seconds.
 DM7176
 DM7176.The orthometric height was determined by differential leveling and
 DM7176.adjusted by the NATIONAL GEODETIC SURVEY
 DM7176.in May 2011.
 DM7176
 DM7176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7176.GEOID18 height accuracy estimate available here.
 DM7176
 DM7176.Click photographs - Photos may exist for this station.
 DM7176
 DM7176.The dynamic height is computed by dividing the NAVD 88
 DM7176.geopotential number by the normal gravity value computed on the
 DM7176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7176.degrees latitude (g = 980.6199 gals.).
 DM7176
 DM7176.The modeled gravity was interpolated from observed gravity values.
 DM7176
 DM7176;                    North         East    Units  Estimated Accuracy
 DM7176;SPC NJ       -   153,590.      191,850.      MT  (+/- 180 meters Scaled)
 DM7176
 DM7176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK843521(NAD 83)
 DM7176
 DM7176                          SUPERSEDED SURVEY CONTROL
 DM7176
 DM7176.No superseded survey control is available for this station.
 DM7176
 DM7176_MARKER: DD = SURVEY DISK
 DM7176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7176_STAMPING: 9202
 DM7176_MARK LOGO: NJDCED
 DM7176_PROJECTION: RECESSED 15 CENTIMETERS
 DM7176_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7176+STABILITY: SURFACE MOTION
 DM7176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7176+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2010
 DM7176
 DM7176  HISTORY     - Date     Condition        Report By
 DM7176  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7176  HISTORY     - 20080507 GOOD             NJGS
 DM7176  HISTORY     - 20100801 GOOD             NJGS
 DM7176
 DM7176                          STATION DESCRIPTION
 DM7176
 DM7176'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7176'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, BETWEEN LAKE DRIVE
 DM7176'AND LAKE WESLEY, ABOUT 251 FT (76.5 M) WEST OF THE CENTERLINE EXTENDED
 DM7176'OF GRAND AVENUE.
 DM7176'
 DM7176'THE STATION IS ABOUT 15 FT (4.6 M) EAST OF AN ANCHOR, 37.2 FT (11.3 M)
 DM7176'EAST-SOUTHEAST OF LIGHT POLE NUMBER 2018, 98.1 FT (29.9 M)
 DM7176'WEST-SOUTHWEST OF A FIRE HYDRANT, 5.1 FT (1.6 M) NORTH OF THE CONCRETE
 DM7176'BULKHEAD, 16.8 FT (5.1 M) SOUTH OF THE SOUTH CURB OF LAKE DRIVE, 50.5
 DM7176'FT (15.4 M) SOUTH OF THE CENTERLINE OF LAKE DRIVE.
 DM7176
 DM7176                          STATION RECOVERY (2010)
 DM7176
 DM7176'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7176'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7177 ***********************************************************************
 DM7177  DESIGNATION -  9204
 DM7177  PID         -  DM7177
 DM7177  STATE/COUNTY-  NJ/MONMOUTH
 DM7177  COUNTRY     -  US
 DM7177  USGS QUAD   -  ASBURY PARK (2019)
 DM7177
 DM7177                         *CURRENT SURVEY CONTROL
 DM7177  ______________________________________________________________________
 DM7177* NAD 83(1986) POSITION- 40 12 52.     (N) 074 00 49.     (W)   SCALED
 DM7177* NAVD 88 ORTHO HEIGHT -     3.676 (meters)       12.06  (feet) ADJUSTED
 DM7177  ______________________________________________________________________
 DM7177  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 DM7177  DYNAMIC HEIGHT  -          3.674 (meters)       12.05  (feet) COMP
 DM7177  MODELED GRAVITY -    980,170.3   (mgal)                       NAVD 88
 DM7177
 DM7177  VERT ORDER      -  FIRST     CLASS II
 DM7177
 DM7177.The horizontal coordinates were scaled from a map and have
 DM7177.an estimated accuracy of +/- 6 seconds.
 DM7177
 DM7177.The orthometric height was determined by differential leveling and
 DM7177.adjusted by the NATIONAL GEODETIC SURVEY
 DM7177.in May 2012.
 DM7177
 DM7177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7177.GEOID18 height accuracy estimate available here.
 DM7177
 DM7177.Click photographs - Photos may exist for this station.
 DM7177
 DM7177.The dynamic height is computed by dividing the NAVD 88
 DM7177.geopotential number by the normal gravity value computed on the
 DM7177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7177.degrees latitude (g = 980.6199 gals.).
 DM7177
 DM7177.The modeled gravity was interpolated from observed gravity values.
 DM7177
 DM7177;                    North         East    Units  Estimated Accuracy
 DM7177;SPC NJ       -   153,440.      191,400.      MT  (+/- 180 meters Scaled)
 DM7177
 DM7177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK839520(NAD 83)
 DM7177
 DM7177                          SUPERSEDED SURVEY CONTROL
 DM7177
 DM7177  NAVD 88 (05/25/11)    3.680  (m)           12.07   (f) SUPERSEDED  1 2
 DM7177
 DM7177.Superseded values are not recommended for survey control.
 DM7177
 DM7177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7177.See file dsdata.pdf to determine how the superseded data were derived.
 DM7177
 DM7177_MARKER: DD = SURVEY DISK
 DM7177_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7177_SP_SET: SIDEWALK
 DM7177_STAMPING: 9204
 DM7177_MARK LOGO: NJDCED
 DM7177_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7177+STABILITY: SURFACE MOTION
 DM7177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7177+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2018
 DM7177
 DM7177  HISTORY     - Date     Condition        Report By
 DM7177  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7177  HISTORY     - 20080507 GOOD             NJGS
 DM7177  HISTORY     - 20100801 GOOD             NJGS
 DM7177  HISTORY     - 20180707 GOOD             USPSQD
 DM7177
 DM7177                          STATION DESCRIPTION
 DM7177
 DM7177'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7177'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF FARMINGDALE, 6.3
 DM7177'MI (10.1 KM) SOUTH OF LONG BRANCH AND IN THE TOWN OF ASBURY PARK, NJ.
 DM7177'
 DM7177'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM7177'SIDEWALK ON THE EAST SIDE OF SOUTH MAIN STREET (STATE ROUTE 71), ABOUT
 DM7177'233 FT (71.0 M) SOUTH OF THE CENTERLINE OF SPRINGWOOD AVENUE.
 DM7177'
 DM7177'THE STATION IS 21.5 FT (6.6 M) EAST OF THE EAST CURB OF ROUTE 71, 23.0
 DM7177'FT (7.0 M) SOUTHEAST OF LIGHT POLE NUMBER 2014, 45.5 FT (13.9 M)
 DM7177'NORTHWEST OF THE NORTHWEST CORNER OF A 1-STORY STUCCO BUILDING
 DM7177'(WINDMILL RESTAURANT).  THE STATION IS SOUTHWEST OF A BP GAS STATION.
 DM7177
 DM7177                          STATION RECOVERY (2010)
 DM7177
 DM7177'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7177'RECOVERED AS DESCRIBED.
 DM7177
 DM7177                          STATION RECOVERY (2018)
 DM7177
 DM7177'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7178 ***********************************************************************
 DM7178  DESIGNATION -  9206
 DM7178  PID         -  DM7178
 DM7178  STATE/COUNTY-  NJ/MONMOUTH
 DM7178  COUNTRY     -  US
 DM7178  USGS QUAD   -  ASBURY PARK (2019)
 DM7178
 DM7178                         *CURRENT SURVEY CONTROL
 DM7178  ______________________________________________________________________
 DM7178* NAD 83(1986) POSITION- 40 12 40.     (N) 074 00 54.     (W)   SCALED
 DM7178* NAVD 88 ORTHO HEIGHT -     6.070 (meters)       19.91  (feet) ADJUSTED
 DM7178  ______________________________________________________________________
 DM7178  GEOID HEIGHT    -        -32.850 (meters)                     GEOID18
 DM7178  DYNAMIC HEIGHT  -          6.067 (meters)       19.90  (feet) COMP
 DM7178  MODELED GRAVITY -    980,170.0   (mgal)                       NAVD 88
 DM7178
 DM7178  VERT ORDER      -  FIRST     CLASS II
 DM7178
 DM7178.The horizontal coordinates were scaled from a map and have
 DM7178.an estimated accuracy of +/- 6 seconds.
 DM7178
 DM7178.The orthometric height was determined by differential leveling and
 DM7178.adjusted by the NATIONAL GEODETIC SURVEY
 DM7178.in May 2011.
 DM7178
 DM7178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7178.GEOID18 height accuracy estimate available here.
 DM7178
 DM7178.Click photographs - Photos may exist for this station.
 DM7178
 DM7178.The dynamic height is computed by dividing the NAVD 88
 DM7178.geopotential number by the normal gravity value computed on the
 DM7178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7178.degrees latitude (g = 980.6199 gals.).
 DM7178
 DM7178.The modeled gravity was interpolated from observed gravity values.
 DM7178
 DM7178;                    North         East    Units  Estimated Accuracy
 DM7178;SPC NJ       -   153,070.      191,280.      MT  (+/- 180 meters Scaled)
 DM7178
 DM7178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK838516(NAD 83)
 DM7178
 DM7178                          SUPERSEDED SURVEY CONTROL
 DM7178
 DM7178.No superseded survey control is available for this station.
 DM7178
 DM7178_MARKER: DD = SURVEY DISK
 DM7178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7178_STAMPING: 9206
 DM7178_MARK LOGO: NJDCED
 DM7178_PROJECTION: RECESSED 15 CENTIMETERS
 DM7178_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7178+STABILITY: SURFACE MOTION
 DM7178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7178+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2018
 DM7178
 DM7178  HISTORY     - Date     Condition        Report By
 DM7178  HISTORY     - 1937     MONUMENTED       NJDCED
 DM7178  HISTORY     - 20080507 GOOD             NJGS
 DM7178  HISTORY     - 20100427 GOOD             NJGS
 DM7178  HISTORY     - 20180812 GOOD             USPSQD
 DM7178
 DM7178                          STATION DESCRIPTION
 DM7178
 DM7178'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7178'THE STATION IS LOCATED IN NEPTUNE TOWNSHIP, OCEAN GROVE, BEHIND THE
 DM7178'SIDEWALK, ON THE EAST SIDE OF MAIN STREET (NJ ROUTE 71), BETWEEN THE
 DM7178'EAST BOUND AND WEST BOUND LANES OF BROADWAY IN FRONT OF THE SOLDIERS
 DM7178'AND SAILORS MONUMENT.
 DM7178'
 DM7178'THE STATION IS 11.7 FT (3.6 M) EAST OF THE EAST CURB OF ROUTE 71, 21.8
 DM7178'FT (6.6 M) NORTHEAST OF POLE NUMBER JC1969NT, 44.3 FT (13.5 M)
 DM7178'SOUTHEAST OF POLE NUMBER JC1970NT, 1 FT (0.3 M) EAST OF THE EAST EDGE
 DM7178'OF THE SIDEWALK, 24 FT (7.3 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 DM7178'OF THE MONUMENT.
 DM7178
 DM7178                          STATION RECOVERY (2010)
 DM7178
 DM7178'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7178'RECOVERED AS DESCRIBED.
 DM7178
 DM7178                          STATION RECOVERY (2018)
 DM7178
 DM7178'RECOVERY NOTE BY US POWER SQUADRON 2018 (BDS)
 DM7178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6251 ***********************************************************************
 KV6251  DESIGNATION -  9209
 KV6251  PID         -  KV6251
 KV6251  STATE/COUNTY-  NJ/MONMOUTH
 KV6251  COUNTRY     -  US
 KV6251  USGS QUAD   -  ASBURY PARK (2019)
 KV6251
 KV6251                         *CURRENT SURVEY CONTROL
 KV6251  ______________________________________________________________________
 KV6251* NAD 83(1986) POSITION- 40 12 11.     (N) 074 01 04.     (W)   SCALED
 KV6251* NAVD 88 ORTHO HEIGHT -     7.432 (meters)       24.38  (feet) ADJUSTED
 KV6251  ______________________________________________________________________
 KV6251  GEOID HEIGHT    -        -32.863 (meters)                     GEOID18
 KV6251  DYNAMIC HEIGHT  -          7.429 (meters)       24.37  (feet) COMP
 KV6251  MODELED GRAVITY -    980,169.2   (mgal)                       NAVD 88
 KV6251
 KV6251  VERT ORDER      -  FIRST     CLASS II
 KV6251
 KV6251.The horizontal coordinates were scaled from a map and have
 KV6251.an estimated accuracy of +/- 6 seconds.
 KV6251
 KV6251.The orthometric height was determined by differential leveling and
 KV6251.adjusted by the NATIONAL GEODETIC SURVEY
 KV6251.in June 1991.
 KV6251
 KV6251.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6251.GEOID18 height accuracy estimate available here.
 KV6251
 KV6251.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK835507(NAD 83)
 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
 KV6251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6251.See file dsdata.pdf to determine how the superseded data were derived.
 KV6251
 KV6251_MARKER: DD = SURVEY DISK
 KV6251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20080422 MARK NOT FOUND   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.
 KV6251
 KV6251                          STATION RECOVERY (2008)
 KV6251
 KV6251'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KV6251'THE SIDEWALK AND CURB HAVE BEEN REBUILT.  THE MARK WAS PROBABLY
 KV6251'DESTROYED DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6253 ***********************************************************************
 KV6253  DESIGNATION -  9211
 KV6253  PID         -  KV6253
 KV6253  STATE/COUNTY-  NJ/MONMOUTH
 KV6253  COUNTRY     -  US
 KV6253  USGS QUAD   -  ASBURY PARK (2019)
 KV6253
 KV6253                         *CURRENT SURVEY CONTROL
 KV6253  ______________________________________________________________________
 KV6253* NAD 83(1986) POSITION- 40 11 37.     (N) 074 01 17.     (W)   SCALED
 KV6253* NAVD 88 ORTHO HEIGHT -     6.180 (meters)       20.28  (feet) ADJUSTED
 KV6253  ______________________________________________________________________
 KV6253  GEOID HEIGHT    -        -32.879 (meters)                     GEOID18
 KV6253  DYNAMIC HEIGHT  -          6.177 (meters)       20.27  (feet) COMP
 KV6253  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 KV6253
 KV6253  VERT ORDER      -  FIRST     CLASS II
 KV6253
 KV6253.The horizontal coordinates were scaled from a map and have
 KV6253.an estimated accuracy of +/- 6 seconds.
 KV6253
 KV6253.The orthometric height was determined by differential leveling and
 KV6253.adjusted by the NATIONAL GEODETIC SURVEY
 KV6253.in June 1991.
 KV6253
 KV6253.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6253.GEOID18 height accuracy estimate available here.
 KV6253
 KV6253.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK832497(NAD 83)
 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
 KV6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6253.See file dsdata.pdf to determine how the superseded data were derived.
 KV6253
 KV6253_MARKER: DD = SURVEY DISK
 KV6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20080422 MARK NOT FOUND   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) .
 KV6253
 KV6253                          STATION RECOVERY (2008)
 KV6253
 KV6253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KV6253'THE SIDEWALK AND CURB HAVE BEEN REBUILT.  THE MARK WAS PROBABLY
 KV6253'DESTROYED DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6261 ***********************************************************************
 KV6261  DESIGNATION -  9214
 KV6261  PID         -  KV6261
 KV6261  STATE/COUNTY-  NJ/MONMOUTH
 KV6261  COUNTRY     -  US
 KV6261  USGS QUAD   -  ASBURY PARK (2019)
 KV6261
 KV6261                         *CURRENT SURVEY CONTROL
 KV6261  ______________________________________________________________________
 KV6261* NAD 83(1986) POSITION- 40 10 48.     (N) 074 01 43.     (W)   SCALED
 KV6261* NAVD 88 ORTHO HEIGHT -     3.268 (meters)       10.72  (feet) ADJUSTED
 KV6261  ______________________________________________________________________
 KV6261  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 KV6261  DYNAMIC HEIGHT  -          3.267 (meters)       10.72  (feet) COMP
 KV6261  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 KV6261
 KV6261  VERT ORDER      -  FIRST     CLASS II
 KV6261
 KV6261.The horizontal coordinates were scaled from a map and have
 KV6261.an estimated accuracy of +/- 6 seconds.
 KV6261
 KV6261.The orthometric height was determined by differential leveling and
 KV6261.adjusted by the NATIONAL GEODETIC SURVEY
 KV6261.in June 1991.
 KV6261
 KV6261.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6261.GEOID18 height accuracy estimate available here.
 KV6261
 KV6261.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK827481(NAD 83)
 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
 KV6261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6261.See file dsdata.pdf to determine how the superseded data were derived.
 KV6261
 KV6261_MARKER: DD = SURVEY DISK
 KV6261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DP7976 ***********************************************************************
 DP7976  DESIGNATION -  9217
 DP7976  PID         -  DP7976
 DP7976  STATE/COUNTY-  NJ/MONMOUTH
 DP7976  COUNTRY     -  US
 DP7976  USGS QUAD   -  ASBURY PARK (2019)
 DP7976
 DP7976                         *CURRENT SURVEY CONTROL
 DP7976  ______________________________________________________________________
 DP7976* NAD 83(1986) POSITION- 40 09 00.37   (N) 074 02 22.40   (W)   HD_HELD1
 DP7976* NAVD 88 ORTHO HEIGHT -     6.711 (meters)       22.02  (feet) ADJUSTED
 DP7976  ______________________________________________________________________
 DP7976  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 DP7976  DYNAMIC HEIGHT  -          6.707 (meters)       22.00  (feet) COMP
 DP7976  MODELED GRAVITY -    980,162.0   (mgal)                       NAVD 88
 DP7976
 DP7976  VERT ORDER      -  FIRST     CLASS II
 DP7976
 DP7976.The horizontal coordinates were determined by differentially corrected
 DP7976.hand held GPS observations or other comparable positioning techniques
 DP7976.and have an estimated accuracy of +/- 3 meters.
 DP7976
 DP7976.The orthometric height was determined by differential leveling and
 DP7976.adjusted by the NATIONAL GEODETIC SURVEY
 DP7976.in September 2015.
 DP7976
 DP7976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7976.GEOID18 height accuracy estimate available here.
 DP7976
 DP7976.Click photographs - Photos may exist for this station.
 DP7976
 DP7976.The dynamic height is computed by dividing the NAVD 88
 DP7976.geopotential number by the normal gravity value computed on the
 DP7976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7976.degrees latitude (g = 980.6199 gals.).
 DP7976
 DP7976.The modeled gravity was interpolated from observed gravity values.
 DP7976
 DP7976;                    North         East    Units  Estimated Accuracy
 DP7976;SPC NJ       -   146,281.2     189,229.0     MT  (+/- 3 meters HH1 GPS) 
 DP7976
 DP7976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8180444859(NAD 83)
 DP7976
 DP7976                          SUPERSEDED SURVEY CONTROL
 DP7976
 DP7976.No superseded survey control is available for this station.
 DP7976
 DP7976_MARKER: DD = SURVEY DISK
 DP7976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7976_STAMPING: 9217
 DP7976_MARK LOGO: NJGS
 DP7976_PROJECTION: FLUSH
 DP7976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7976+STABILITY: SURFACE MOTION
 DP7976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7976+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP7976
 DP7976  HISTORY     - Date     Condition        Report By
 DP7976  HISTORY     - 1937     MONUMENTED       NJGS
 DP7976  HISTORY     - 20120718 GOOD             NJGS
 DP7976
 DP7976                          STATION DESCRIPTION
 DP7976
 DP7976'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7976'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF ASBURY
 DP7976'PARK, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 4.1 MI
 DP7976'(6.6 KM) NORTH OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN THE
 DP7976'BOROUGH OF SPRING LAKE HEIGHTS.
 DP7976'
 DP7976'THE STATION IS AT THE SOUTHEAST CORNER OF THE TEE INTERSECTION OF
 DP7976'STATE HIGHWAY 71 AND SUSSEX AVENUE, SET ABOUT 1.0 FT (0.3 M) BELOW THE
 DP7976'GROUND IN A LANDSCAPED GRASS AREA BETWEEN THE EAST CURB OF STATE
 DP7976'HIGHWAY 71 AND A CONCRETE SIDEWALK.
 DP7976'
 DP7976'THE STATION IS 21.0 FT (6.4 M) SOUTHEAST FROM THE CENTERLINE OF STATE
 DP7976'HIGHWAY 71, 35.5 FT (10.8 M) SOUTHWEST FROM THE CENTERLINE OF SUSSEX
 DP7976'AVENUE, 5.0 FT (1.5 M) SOUTHWEST FROM WOOD UTILITY POLE NUMBER BT 248
 DP7976'SLH, 96.0 FT (29.3 M) NORTHEAST FROM THE CENTERLINE OF A PAVED
 DP7976'ENTRANCE DRIVE LEADING TO DOLAN'S SHORE CLUB RESTAURANT AND 1.0 NORTH
 DP7976'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7978 ***********************************************************************
 DP7978  DESIGNATION -  9220
 DP7978  PID         -  DP7978
 DP7978  STATE/COUNTY-  NJ/MONMOUTH
 DP7978  COUNTRY     -  US
 DP7978  USGS QUAD   -  POINT PLEASANT (2019)
 DP7978
 DP7978                         *CURRENT SURVEY CONTROL
 DP7978  ______________________________________________________________________
 DP7978* NAD 83(1986) POSITION- 40 07 07.21   (N) 074 03 06.22   (W)   HD_HELD1
 DP7978* NAVD 88 ORTHO HEIGHT -     2.317 (meters)        7.60  (feet) ADJUSTED
 DP7978  ______________________________________________________________________
 DP7978  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 DP7978  DYNAMIC HEIGHT  -          2.316 (meters)        7.60  (feet) COMP
 DP7978  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 DP7978
 DP7978  VERT ORDER      -  FIRST     CLASS II
 DP7978
 DP7978.The horizontal coordinates were determined by differentially corrected
 DP7978.hand held GPS observations or other comparable positioning techniques
 DP7978.and have an estimated accuracy of +/- 3 meters.
 DP7978
 DP7978.The orthometric height was determined by differential leveling and
 DP7978.adjusted by the NATIONAL GEODETIC SURVEY
 DP7978.in September 2015.
 DP7978
 DP7978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7978.GEOID18 height accuracy estimate available here.
 DP7978
 DP7978.Click photographs - Photos may exist for this station.
 DP7978
 DP7978.The dynamic height is computed by dividing the NAVD 88
 DP7978.geopotential number by the normal gravity value computed on the
 DP7978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7978.degrees latitude (g = 980.6199 gals.).
 DP7978
 DP7978.The modeled gravity was interpolated from observed gravity values.
 DP7978
 DP7978;                    North         East    Units  Estimated Accuracy
 DP7978;SPC NJ       -   142,786.0     188,209.6     MT  (+/- 3 meters HH1 GPS) 
 DP7978
 DP7978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8080441359(NAD 83)
 DP7978
 DP7978                          SUPERSEDED SURVEY CONTROL
 DP7978
 DP7978.No superseded survey control is available for this station.
 DP7978
 DP7978_MARKER: DD = SURVEY DISK
 DP7978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7978_STAMPING: 9220
 DP7978_MARK LOGO: NJGS
 DP7978_PROJECTION: RECESSED 15 CENTIMETERS
 DP7978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7978+STABILITY: SURFACE MOTION
 DP7978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7978+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DP7978
 DP7978  HISTORY     - Date     Condition        Report By
 DP7978  HISTORY     - 1937     MONUMENTED       NJGS
 DP7978  HISTORY     - 20120208 GOOD             NJGS
 DP7978
 DP7978                          STATION DESCRIPTION
 DP7978
 DP7978'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7978'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF
 DP7978'ASBURY PARK, 2.6 MI (4.2 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 1.9
 DP7978'MI (3.1 KM) NORTH OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN
 DP7978'THE BOROUGH OF MANASQUAN.
 DP7978'
 DP7978'THE STATION IS ON THE NORTHWEST SIDE OF UNION AVENUE (STATE HIGHWAY
 DP7978'71) SET ABOUT 0.1 FT (0.0 M) BELOW THE GROUND IN A LANDSCAPED GRASS
 DP7978'AREA BETWEEN THE CURB AND THE SIDEWALK, IN FRONT OF THE HAWES AND
 DP7978'MCAFEE INSURANCE COMPANY OFFICE, NUMBER 111 UNION AVENUE, JUST NORTH
 DP7978'FROM THE INTERSECTION WITH MARCELLUS AVENUE.
 DP7978'
 DP7978'THE STATION IS 19.0 FT (5.8 M) NORTHWEST FROM THE CENTERLINE OF UNION
 DP7978'AVENUE, 81.5 FT (24.8 M) NORTHEAST FROM THE CENTERLINE OF MARCELLUS
 DP7978'AVENUE, 51.0 FT (15.5 M) NORTHWEST FROM A FIRE HYDRANT AND 37.1 FT
 DP7978'(11.3 M) SOUTHWEST FROM WOOD UTILITY POLE NUMBER JC 1651 MSN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7979 ***********************************************************************
 DP7979  DESIGNATION -  9223 B
 DP7979  PID         -  DP7979
 DP7979  STATE/COUNTY-  NJ/MONMOUTH
 DP7979  COUNTRY     -  US
 DP7979  USGS QUAD   -  POINT PLEASANT (2019)
 DP7979
 DP7979                         *CURRENT SURVEY CONTROL
 DP7979  ______________________________________________________________________
 DP7979* NAD 83(1986) POSITION- 40 06 35.48   (N) 074 03 32.74   (W)   HD_HELD1
 DP7979* NAVD 88 ORTHO HEIGHT -     5.795 (meters)       19.01  (feet) ADJUSTED
 DP7979  ______________________________________________________________________
 DP7979  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 DP7979  DYNAMIC HEIGHT  -          5.792 (meters)       19.00  (feet) COMP
 DP7979  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 DP7979
 DP7979  VERT ORDER      -  FIRST     CLASS II
 DP7979
 DP7979.The horizontal coordinates were determined by differentially corrected
 DP7979.hand held GPS observations or other comparable positioning techniques
 DP7979.and have an estimated accuracy of +/- 3 meters.
 DP7979
 DP7979.The orthometric height was determined by differential leveling and
 DP7979.adjusted by the NATIONAL GEODETIC SURVEY
 DP7979.in September 2015.
 DP7979
 DP7979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7979.GEOID18 height accuracy estimate available here.
 DP7979
 DP7979.Click photographs - Photos may exist for this station.
 DP7979
 DP7979.The dynamic height is computed by dividing the NAVD 88
 DP7979.geopotential number by the normal gravity value computed on the
 DP7979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7979.degrees latitude (g = 980.6199 gals.).
 DP7979
 DP7979.The modeled gravity was interpolated from observed gravity values.
 DP7979
 DP7979;                    North         East    Units  Estimated Accuracy
 DP7979;SPC NJ       -   141,804.2     187,586.5     MT  (+/- 3 meters HH1 GPS) 
 DP7979
 DP7979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8018740374(NAD 83)
 DP7979
 DP7979                          SUPERSEDED SURVEY CONTROL
 DP7979
 DP7979.No superseded survey control is available for this station.
 DP7979
 DP7979_MARKER: DD = SURVEY DISK
 DP7979_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP7979_SP_SET: ELECTRICAL BOX FOUNDATION
 DP7979_STAMPING: 9223 B
 DP7979_MARK LOGO: NJGS
 DP7979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7979+STABILITY: SURFACE MOTION
 DP7979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7979+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP7979
 DP7979  HISTORY     - Date     Condition        Report By
 DP7979  HISTORY     - 1953     MONUMENTED       NJGS
 DP7979  HISTORY     - 20120718 GOOD             NJGS
 DP7979
 DP7979                          STATION DESCRIPTION
 DP7979
 DP7979'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7979'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF
 DP7979'ASBURY PARK, 1.9 MI (3.1 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 1.4
 DP7979'MI (2.3 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.  THE STATION IS
 DP7979'LOCATED IN THE BOROUGH OF BRIELLE.
 DP7979'
 DP7979'THE STATION IS ON THE NORTHWEST SIDE OF STATE HIGHWAY 71, SET FLUSH IN
 DP7979'A DRILL HOLE AT THE NORTH CORNER OF A NEW JERSEY DEPARTMENT OF
 DP7979'TRANSPORTATION RECTANGULAR CONCRETE ELECTRICAL UTILITY BOX, UNDER THE
 DP7979'BRIDGE CARRYING STATE HIGHWAY 35 OVER STATE HIGHWAY 71 (STRUCTURE
 DP7979'NUMBER 1310 151, MILEPOST 15.12).
 DP7979'
 DP7979'THE STATION IS 33.0 FT (10.1 M) WEST FROM THE CENTERLINE OF STATE
 DP7979'HIGHWAY 71, 84.3 FT (25.7 M) SOUTH-SOUTHWEST FROM WOOD UTILITY POLE
 DP7979'NUMBER JC 194 BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7980 ***********************************************************************
 DP7980  DESIGNATION -  9225
 DP7980  PID         -  DP7980
 DP7980  STATE/COUNTY-  NJ/MONMOUTH
 DP7980  COUNTRY     -  US
 DP7980  USGS QUAD   -  POINT PLEASANT (2019)
 DP7980
 DP7980                         *CURRENT SURVEY CONTROL
 DP7980  ______________________________________________________________________
 DP7980* NAD 83(1986) POSITION- 40 06 35.10   (N) 074 03 31.73   (W)   HD_HELD1
 DP7980* NAVD 88 ORTHO HEIGHT -    12.375 (meters)       40.60  (feet) ADJUSTED
 DP7980  ______________________________________________________________________
 DP7980  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 DP7980  DYNAMIC HEIGHT  -         12.369 (meters)       40.58  (feet) COMP
 DP7980  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 DP7980
 DP7980  VERT ORDER      -  FIRST     CLASS II
 DP7980
 DP7980.The horizontal coordinates were determined by differentially corrected
 DP7980.hand held GPS observations or other comparable positioning techniques
 DP7980.and have an estimated accuracy of +/- 3 meters.
 DP7980
 DP7980.The orthometric height was determined by differential leveling and
 DP7980.adjusted by the NATIONAL GEODETIC SURVEY
 DP7980.in September 2015.
 DP7980
 DP7980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7980.GEOID18 height accuracy estimate available here.
 DP7980
 DP7980.Click photographs - Photos may exist for this station.
 DP7980
 DP7980.The dynamic height is computed by dividing the NAVD 88
 DP7980.geopotential number by the normal gravity value computed on the
 DP7980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7980.degrees latitude (g = 980.6199 gals.).
 DP7980
 DP7980.The modeled gravity was interpolated from observed gravity values.
 DP7980
 DP7980;                    North         East    Units  Estimated Accuracy
 DP7980;SPC NJ       -   141,792.6     187,610.5     MT  (+/- 3 meters HH1 GPS) 
 DP7980
 DP7980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8021140362(NAD 83)
 DP7980
 DP7980                          SUPERSEDED SURVEY CONTROL
 DP7980
 DP7980.No superseded survey control is available for this station.
 DP7980
 DP7980_MARKER: DD = SURVEY DISK
 DP7980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7980_STAMPING: 9225
 DP7980_MARK LOGO: NJGS
 DP7980_PROJECTION: FLUSH
 DP7980_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7980+STABILITY: SURFACE MOTION
 DP7980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP7980+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP7980
 DP7980  HISTORY     - Date     Condition        Report By
 DP7980  HISTORY     - 1953     MONUMENTED       NJGS
 DP7980  HISTORY     - 20120718 GOOD             NJGS
 DP7980
 DP7980                          STATION DESCRIPTION
 DP7980
 DP7980'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7980'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF
 DP7980'ASBURY PARK, 1.9 MI (3.1 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 1.4
 DP7980'MI (2.3 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.  THE STATION IS
 DP7980'LOCATED IN THE BOROUGH OF BRIELLE.
 DP7980'
 DP7980'THE STATION IS ON THE NORTHEAST SIDE OF STATE HIGHWAY 35, SET FLUSH IN
 DP7980'A DRILL HOLE IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE BRIDGE
 DP7980'CARRYING STATE HIGHWAY 35 OVER STATE HIGHWAY 71, STRUCTURE NUMBER 1310
 DP7980'151, MILEPOST 15.12.
 DP7980'
 DP7980'THE STATION IS 2.0 FT (0.6 M) NORTHEAST FROM THE NORTHEAST CURB OF THE
 DP7980'NORTHBOUND LANES OF STATE HIGHWAY 35, 50.8 FT (15.5 M) SOUTHEAST FROM
 DP7980'THE CENTERLINE OF THE BRIDGE AND 4.7 FT (1.4 M) SOUTHWEST FROM THE
 DP7980'SOUTHWEST CORNER OF THE NORTHEAST BALUSTRADE END POST WITH DATE PANEL,
 DP7980'NEW JERSEY 1950, ON THE WEST FACE.
 DP7980'
 DP7980'A STEEL BEAM GUIDERAIL HAS BEEN PLACED ALONG THE BRIDGE SIDEWALK AND
 DP7980'APPROACH ROADWAY, BUT DOES NOT INTERFERE WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8474 ***********************************************************************
 AI8474  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8474  DESIGNATION -  9226 A
 AI8474  PID         -  AI8474
 AI8474  STATE/COUNTY-  NJ/MONMOUTH
 AI8474  COUNTRY     -  US
 AI8474  USGS QUAD   -  POINT PLEASANT (2019)
 AI8474
 AI8474                         *CURRENT SURVEY CONTROL
 AI8474  ______________________________________________________________________
 AI8474* NAD 83(1986) POSITION- 40 06 28.29   (N) 074 03 21.84   (W)   HD_HELD1
 AI8474* NAVD 88 ORTHO HEIGHT -     5.448 (meters)       17.87  (feet) ADJUSTED
 AI8474  ______________________________________________________________________
 AI8474  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 AI8474  DYNAMIC HEIGHT  -          5.446 (meters)       17.87  (feet) COMP
 AI8474  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 AI8474
 AI8474  VERT ORDER      -  FIRST     CLASS II
 AI8474
 AI8474.The horizontal coordinates were determined by differentially corrected
 AI8474.hand held GPS observations or other comparable positioning techniques
 AI8474.and have an estimated accuracy of +/- 3 meters.
 AI8474
 AI8474.The orthometric height was determined by differential leveling and
 AI8474.adjusted by the NATIONAL GEODETIC SURVEY
 AI8474.in September 2015.
 AI8474
 AI8474.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8474.GEOID18 height accuracy estimate available here.
 AI8474
 AI8474.This Tidal Bench Mark is designated as VM 17418
 AI8474.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI8474
 AI8474.Click photographs - Photos may exist for this station.
 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       -   141,583.8     187,845.7     MT  (+/- 3 meters HH1 GPS) 
 AI8474
 AI8474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8044740155(NAD 83)
 AI8474
 AI8474                          SUPERSEDED SURVEY CONTROL
 AI8474
 AI8474  NAVD 88 (03/01/01)    5.447  (m)           17.87   (f) SUPERSEDED  1 2
 AI8474
 AI8474.Superseded values are not recommended for survey control.
 AI8474
 AI8474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8474.See file dsdata.pdf to determine how the superseded data were derived.
 AI8474
 AI8474_MARKER: DD = SURVEY DISK
 AI8474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8474_STAMPING: 9226 A
 AI8474_MARK LOGO: NJGS
 AI8474_PROJECTION: RECESSED 5 CENTIMETERS
 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 - July 18, 2012
 AI8474
 AI8474  HISTORY     - Date     Condition        Report By
 AI8474  HISTORY     - 1953     MONUMENTED       NJGS
 AI8474  HISTORY     - 19960909 GOOD             NJGS
 AI8474  HISTORY     - 20010417 GOOD             NJGS
 AI8474  HISTORY     - 20120718 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.
 AI8474
 AI8474                          STATION RECOVERY (2012)
 AI8474
 AI8474'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 AI8474'RECOVERED IN GOOD CONDITION.
 AI8474'
 AI8474'NOTER-ADD-THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM)
 AI8474'SOUTH-SOUTHWEST OF ASBURY PARK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF
 AI8474'POINT PLEASANT AND 1.2 MI (1.9 KM) NORTH-NORTHWEST OF POINT PLEASANT
 AI8474'BEACH.  THE STATION IS LOCATED IN THE BOROUGH OF BRIELLE.
 AI8474'
 AI8474'THE STATION IS ON THE NORTHEAST SIDE OF STATE HIGHWAY 35, SET FLUSH
 AI8474'WITH THE GROUND AT A REVERSE WYE JUNCTION IN A LANDSCAPED TRAFFIC
 AI8474'ISLAND SEPARATING THE NORTHBOUND LANES OF STATE HIGHWAY 35 FROM AN ON
 AI8474'RAMP LEADING FROM EVERGREEN AVENUE.
 AI8474'
 AI8474'THE STATION IS 102.0 FT (31.1 M) NORTHWEST FROM WOOD UTILITY POLE
 AI8474'NUMBER JC 94 BRE, 31.3 FT (9.5 M) EAST-SOUTHEAST FROM THE CENTERLINE
 AI8474'OF THE NORTHBOUND LANES OF STATE HIGHWAY 35 AND 20.3 FT (6.2 M)
 AI8474'SOUTHEAST FROM THE NOSE OF THE LANDSCAPED ISLAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8475 ***********************************************************************
 AI8475  DESIGNATION -  9226 B
 AI8475  PID         -  AI8475
 AI8475  STATE/COUNTY-  NJ/MONMOUTH
 AI8475  COUNTRY     -  US
 AI8475  USGS QUAD   -  POINT PLEASANT (2019)
 AI8475
 AI8475                         *CURRENT SURVEY CONTROL
 AI8475  ______________________________________________________________________
 AI8475* NAD 83(1986) POSITION- 40 06 15.     (N) 074 03 12.     (W)   SCALED
 AI8475* NAVD 88 ORTHO HEIGHT -    12.904 (meters)       42.34  (feet) ADJUSTED
 AI8475  ______________________________________________________________________
 AI8475  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 AI8475  DYNAMIC HEIGHT  -         12.898 (meters)       42.32  (feet) COMP
 AI8475  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 AI8475
 AI8475  VERT ORDER      -  FIRST     CLASS II
 AI8475
 AI8475.The horizontal coordinates were scaled from a map and have
 AI8475.an estimated accuracy of +/- 6 seconds.
 AI8475
 AI8475.The orthometric height was determined by differential leveling and
 AI8475.adjusted by the NATIONAL GEODETIC SURVEY
 AI8475.in March 2001.
 AI8475
 AI8475.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8475.GEOID18 height accuracy estimate available here.
 AI8475
 AI8475.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK806397(NAD 83)
 AI8475
 AI8475                          SUPERSEDED SURVEY CONTROL
 AI8475
 AI8475.No superseded survey control is available for this station.
 AI8475
 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 = JULY 24, 2026 22:12:30 EDT
 DP7981 ***********************************************************************
 DP7981  DESIGNATION -  9228
 DP7981  PID         -  DP7981
 DP7981  STATE/COUNTY-  NJ/OCEAN
 DP7981  COUNTRY     -  US
 DP7981  USGS QUAD   -  POINT PLEASANT (2019)
 DP7981
 DP7981                         *CURRENT SURVEY CONTROL
 DP7981  ______________________________________________________________________
 DP7981* NAD 83(1986) POSITION- 40 05 18.94   (N) 074 02 57.20   (W)   HD_HELD1
 DP7981* NAVD 88 ORTHO HEIGHT -     3.469 (meters)       11.38  (feet) ADJUSTED
 DP7981  ______________________________________________________________________
 DP7981  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 DP7981  DYNAMIC HEIGHT  -          3.467 (meters)       11.37  (feet) COMP
 DP7981  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 DP7981
 DP7981  VERT ORDER      -  FIRST     CLASS II
 DP7981
 DP7981.The horizontal coordinates were determined by differentially corrected
 DP7981.hand held GPS observations or other comparable positioning techniques
 DP7981.and have an estimated accuracy of +/- 3 meters.
 DP7981
 DP7981.The orthometric height was determined by differential leveling and
 DP7981.adjusted by the NATIONAL GEODETIC SURVEY
 DP7981.in September 2015.
 DP7981
 DP7981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7981.GEOID18 height accuracy estimate available here.
 DP7981
 DP7981.Click photographs - Photos may exist for this station.
 DP7981
 DP7981.The dynamic height is computed by dividing the NAVD 88
 DP7981.geopotential number by the normal gravity value computed on the
 DP7981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7981.degrees latitude (g = 980.6199 gals.).
 DP7981
 DP7981.The modeled gravity was interpolated from observed gravity values.
 DP7981
 DP7981;                    North         East    Units  Estimated Accuracy
 DP7981;SPC NJ       -   139,447.9     188,440.1     MT  (+/- 3 meters HH1 GPS) 
 DP7981
 DP7981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8105338023(NAD 83)
 DP7981
 DP7981                          SUPERSEDED SURVEY CONTROL
 DP7981
 DP7981.No superseded survey control is available for this station.
 DP7981
 DP7981_MARKER: DD = SURVEY DISK
 DP7981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7981_STAMPING: 9228
 DP7981_MARK LOGO: NJGS
 DP7981_PROJECTION: RECESSED 3 CENTIMETERS
 DP7981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7981+STABILITY: SURFACE MOTION
 DP7981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7981+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2024
 DP7981
 DP7981  HISTORY     - Date     Condition        Report By
 DP7981  HISTORY     - 1935     MONUMENTED       NJGS
 DP7981  HISTORY     - 20120718 GOOD             NJGS
 DP7981  HISTORY     - 20240105 GOOD             NJGS
 DP7981
 DP7981                          STATION DESCRIPTION
 DP7981
 DP7981'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7981'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF LAKEWOOD, 1.1 MI
 DP7981'(1.8 KM) EAST-NORTHEAST OF POINT PLEASANT AND IN THE TOWN OF POINT
 DP7981'PLEASANT BEACH, NJ.  THE STATION IS LOCATED IN THE BOROUGH OF POINT
 DP7981'PLEASANT BEACH.
 DP7981'
 DP7981'THE STATION IS ON THE SOUTHEAST CORNER OF THE INTERSECTION OF RICHMOND
 DP7981'AVENUE (STATE HIGHWAY 35 SOUTHBOUND) AND FORMAN AVENUE, SET FLUSH WITH
 DP7981'THE GROUND IN A GRAVELED LANDSCAPED AREA BETWEEN THE CURB AND SIDEWALK
 DP7981'IN FRONT OF HOFFMAN'S ICE CREAM AND YOGURT STORE, PART OF A ONE STORY
 DP7981'BRICK STRIP SHOPPING CENTER.
 DP7981'
 DP7981'THE STATION IS 65.3 FT (19.9 M) SOUTH-SOUTHWEST FROM WOOD UTILITY POLE
 DP7981'NUMBER 632 POWER POLE, 22.3 FT (6.8 M) EAST FROM THE CENTERLINE OF
 DP7981'STATE HIGHWAY 35 SOUTHBOUND, 84.O FT (25.6 M) SOUTH FROM THE
 DP7981'CENTERLINE OF FORMAN AVENUE, 39.0 FT (11.9 M) NORTH FROM THE NORTHWEST
 DP7981'CORNER OF THE ONE STORY BRICK STRIP SHOPPING CENTER BUILDING AND 47.8
 DP7981'FT (14.6 M) SOUTH FROM A FIRE HYDRANT, 1 FT (0.3 M) WEST OF A WITNESS
 DP7981'POST.
 DP7981
 DP7981                          STATION RECOVERY (2024)
 DP7981
 DP7981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (FA)
 DP7981'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7207 ***********************************************************************
 DM7207  DESIGNATION -  9237A
 DM7207  PID         -  DM7207
 DM7207  STATE/COUNTY-  NJ/MONMOUTH
 DM7207  COUNTRY     -  US
 DM7207  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7207
 DM7207                         *CURRENT SURVEY CONTROL
 DM7207  ______________________________________________________________________
 DM7207* NAD 83(1986) POSITION- 40 18 12.     (N) 074 04 36.     (W)   SCALED
 DM7207* NAVD 88 ORTHO HEIGHT -    12.499 (meters)       41.01  (feet) ADJUSTED
 DM7207  ______________________________________________________________________
 DM7207  GEOID HEIGHT    -        -32.558 (meters)                     GEOID18
 DM7207  DYNAMIC HEIGHT  -         12.493 (meters)       40.99  (feet) COMP
 DM7207  MODELED GRAVITY -    980,195.9   (mgal)                       NAVD 88
 DM7207
 DM7207  VERT ORDER      -  FIRST     CLASS II
 DM7207
 DM7207.The horizontal coordinates were scaled from a map and have
 DM7207.an estimated accuracy of +/- 6 seconds.
 DM7207
 DM7207.The orthometric height was determined by differential leveling and
 DM7207.adjusted by the NATIONAL GEODETIC SURVEY
 DM7207.in May 2011.
 DM7207
 DM7207.No vertical observational check was made to the station.
 DM7207
 DM7207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7207.GEOID18 height accuracy estimate available here.
 DM7207
 DM7207.Click photographs - Photos may exist for this station.
 DM7207
 DM7207.The dynamic height is computed by dividing the NAVD 88
 DM7207.geopotential number by the normal gravity value computed on the
 DM7207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7207.degrees latitude (g = 980.6199 gals.).
 DM7207
 DM7207.The modeled gravity was interpolated from observed gravity values.
 DM7207
 DM7207;                    North         East    Units  Estimated Accuracy
 DM7207;SPC NJ       -   163,280.      185,990.      MT  (+/- 180 meters Scaled)
 DM7207
 DM7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK784618(NAD 83)
 DM7207
 DM7207                          SUPERSEDED SURVEY CONTROL
 DM7207
 DM7207.No superseded survey control is available for this station.
 DM7207
 DM7207_MARKER: DD = SURVEY DISK
 DM7207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7207_STAMPING: 9237A
 DM7207_MARK LOGO: NJDCED
 DM7207_PROJECTION: RECESSED 13 CENTIMETERS
 DM7207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7207+STABILITY: SURFACE MOTION
 DM7207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7207+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM7207
 DM7207  HISTORY     - Date     Condition        Report By
 DM7207  HISTORY     - 1959     MONUMENTED       NJDCED
 DM7207  HISTORY     - 20080922 GOOD             NJGS
 DM7207
 DM7207                          STATION DESCRIPTION
 DM7207
 DM7207'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7207'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS, ON THE SOUTH
 DM7207'SIDE OF TINTON AVENUE (COUNTY ROUTE 537), ABOUT 0.15 MI (0.2 KM) EAST
 DM7207'ON TINTON ROAD FROM THE JUNCTION WITH HOPE ROAD (COUNTY ROUTE 51).
 DM7207'
 DM7207'THE STATION IS LOCATED ON THE SAME SIDE OF THE ROAD AS THE FORT
 DM7207'MONMOUTH GOLF COURSE.
 DM7207'
 DM7207'THE STATION IS 107.8 FT (32.9 M) EAST-NORTHEAST OF POLE NUMBER
 DM7207'BT461ET, 19.7 FT (6.0 M) WEST OF POLE NUMBER BT462ET, 27.7 FT (8.4 M)
 DM7207'SOUTH OF THE CENTERLINE OF TINTON AVENUE, 6.2 FT (1.9 M)
 DM7207'NORTH-NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK, 1.5 FT (0.5 M)
 DM7207'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7211 ***********************************************************************
 DM7211  DESIGNATION -  9244A
 DM7211  PID         -  DM7211
 DM7211  STATE/COUNTY-  NJ/MONMOUTH
 DM7211  COUNTRY     -  US
 DM7211  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7211
 DM7211                         *CURRENT SURVEY CONTROL
 DM7211  ______________________________________________________________________
 DM7211* NAD 83(1986) POSITION- 40 18 19.93   (N) 074 06 11.17   (W)   HD_HELD1
 DM7211* NAVD 88 ORTHO HEIGHT -    16.697 (meters)       54.78  (feet) ADJUSTED
 DM7211  ______________________________________________________________________
 DM7211  GEOID HEIGHT    -        -32.500 (meters)                     GEOID18
 DM7211  DYNAMIC HEIGHT  -         16.689 (meters)       54.75  (feet) COMP
 DM7211  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 DM7211
 DM7211  VERT ORDER      -  FIRST     CLASS II
 DM7211
 DM7211.The horizontal coordinates were determined by differentially corrected
 DM7211.hand held GPS observations or other comparable positioning techniques
 DM7211.and have an estimated accuracy of +/- 3 meters.
 DM7211
 DM7211.The orthometric height was determined by differential leveling and
 DM7211.adjusted by the NATIONAL GEODETIC SURVEY
 DM7211.in May 2011.
 DM7211
 DM7211.No vertical observational check was made to the station.
 DM7211
 DM7211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7211.GEOID18 height accuracy estimate available here.
 DM7211
 DM7211.Click photographs - Photos may exist for this station.
 DM7211
 DM7211.The dynamic height is computed by dividing the NAVD 88
 DM7211.geopotential number by the normal gravity value computed on the
 DM7211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7211.degrees latitude (g = 980.6199 gals.).
 DM7211
 DM7211.The modeled gravity was interpolated from observed gravity values.
 DM7211
 DM7211;                    North         East    Units  Estimated Accuracy
 DM7211;SPC NJ       -   163,512.6     183,737.7     MT  (+/- 3 meters HH1 GPS) 
 DM7211
 DM7211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7621762055(NAD 83)
 DM7211
 DM7211                          SUPERSEDED SURVEY CONTROL
 DM7211
 DM7211.No superseded survey control is available for this station.
 DM7211
 DM7211_MARKER: DD = SURVEY DISK
 DM7211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7211_STAMPING: 9244A
 DM7211_MARK LOGO: NJDCED
 DM7211_PROJECTION: RECESSED 30 CENTIMETERS
 DM7211_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7211+STABILITY: SURFACE MOTION
 DM7211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7211+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2014
 DM7211
 DM7211  HISTORY     - Date     Condition        Report By
 DM7211  HISTORY     - 1959     MONUMENTED       NJDCED
 DM7211  HISTORY     - 20080922 GOOD             NJGS
 DM7211  HISTORY     - 20141112 GOOD             NJGS
 DM7211
 DM7211                          STATION DESCRIPTION
 DM7211
 DM7211'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7211'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF MARLBORO, 7.6 MI
 DM7211'(12.2 KM) NORTHWEST OF ASBURY PARK AND 5.8 MI (9.3 KM) WEST OF LONG
 DM7211'BRANCH.
 DM7211'
 DM7211'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, ON THE NORTHEAST SIDE
 DM7211'OF TINTON AVENUE (COUNTY ROUTE 537), ABOUT 0.2 MI (0.3 KM)
 DM7211'EAST-NORTHEAST ON TINTON ROAD FROM THE JUNCTION WITH SYCAMORE
 DM7211'AVENUE/WATER STREET.
 DM7211'
 DM7211'THE STATION IS 60.0 FT (18.3 M) SOUTHEAST OF POLE NUMBER BT389, 13.6
 DM7211'FT (4.1 M) NORTHWEST OF A POLE WITH NO NUMBER, 17.6 FT (5.4 M)
 DM7211'NORTHEAST OF THE CENTERLINE OF TINTON AVENUE, 55.9 FT (17.0 M)
 DM7211'NORTHWEST OF POLE NUMBER BT390.
 DM7211
 DM7211                          STATION RECOVERY (2014)
 DM7211
 DM7211'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DM7211'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF MARLBORO, 7.6 MI
 DM7211'(12.2 KM) NORTHWEST OF ASBURY PARK AND 5.8 MI (9.3 KM) WEST OF LONG
 DM7211'BRANCH, IN COLTS NECK TOWNSHIP.
 DM7211'
 DM7211'IT IS AT THE NORTHEAST EDGE OF ROUTE 537, 31.1 FT (9.5 M) SOUTHEAST OF
 DM7211'THE CENTERLINE EXTENDED OF DRIVEWAY LEADING TO HOUSE NUMBER 788, 56.8
 DM7211'FT (17.3 M) NORTHWEST OF POLE NUMBER BT390, 17.6 FT (5.4 M) NORTHEAST
 DM7211'OF THE CENTERLINE OF ROUTE 537 AND 60.6 FT (18.5 M) SOUTHEAST OF POLE
 DM7211'NUMBER BT389.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7213 ***********************************************************************
 DM7213  DESIGNATION -  9246
 DM7213  PID         -  DM7213
 DM7213  STATE/COUNTY-  NJ/MONMOUTH
 DM7213  COUNTRY     -  US
 DM7213  USGS QUAD   -  LONG BRANCH WEST (2016)
 DM7213
 DM7213                         *CURRENT SURVEY CONTROL
 DM7213  ______________________________________________________________________
 DM7213* NAD 83(1986) POSITION- 40 18 07.65   (N) 074 07 04.62   (W)   HD_HELD1
 DM7213* NAVD 88 ORTHO HEIGHT -    24.568 (meters)       80.60  (feet) ADJUSTED
 DM7213  ______________________________________________________________________
 DM7213  GEOID HEIGHT    -        -32.475 (meters)                     GEOID18
 DM7213  DYNAMIC HEIGHT  -         24.558 (meters)       80.57  (feet) COMP
 DM7213  MODELED GRAVITY -    980,205.4   (mgal)                       NAVD 88
 DM7213
 DM7213  VERT ORDER      -  FIRST     CLASS II
 DM7213
 DM7213.The horizontal coordinates were determined by differentially corrected
 DM7213.hand held GPS observations or other comparable positioning techniques
 DM7213.and have an estimated accuracy of +/- 3 meters.
 DM7213
 DM7213.The orthometric height was determined by differential leveling and
 DM7213.adjusted by the NATIONAL GEODETIC SURVEY
 DM7213.in May 2011.
 DM7213
 DM7213.No vertical observational check was made to the station.
 DM7213
 DM7213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7213.GEOID18 height accuracy estimate available here.
 DM7213
 DM7213.Click photographs - Photos may exist for this station.
 DM7213
 DM7213.The dynamic height is computed by dividing the NAVD 88
 DM7213.geopotential number by the normal gravity value computed on the
 DM7213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7213.degrees latitude (g = 980.6199 gals.).
 DM7213
 DM7213.The modeled gravity was interpolated from observed gravity values.
 DM7213
 DM7213;                    North         East    Units  Estimated Accuracy
 DM7213;SPC NJ       -   163,128.3     182,477.3     MT  (+/- 3 meters HH1 GPS) 
 DM7213
 DM7213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7495961664(NAD 83)
 DM7213
 DM7213                          SUPERSEDED SURVEY CONTROL
 DM7213
 DM7213.No superseded survey control is available for this station.
 DM7213
 DM7213_MARKER: DD = SURVEY DISK
 DM7213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7213_STAMPING: 9246
 DM7213_MARK LOGO: NJDCED
 DM7213_PROJECTION: RECESSED 30 CENTIMETERS
 DM7213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7213+STABILITY: SURFACE MOTION
 DM7213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7213+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2021
 DM7213
 DM7213  HISTORY     - Date     Condition        Report By
 DM7213  HISTORY     - 1959     MONUMENTED       NJDCED
 DM7213  HISTORY     - 20080922 GOOD             NJGS
 DM7213  HISTORY     - 20141112 GOOD             NJGS
 DM7213  HISTORY     - 20150317 GOOD             NJGS
 DM7213  HISTORY     - 20190225 GOOD             NJGS
 DM7213  HISTORY     - 20211108 GOOD             NJGS
 DM7213
 DM7213                          STATION DESCRIPTION
 DM7213
 DM7213'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 DM7213'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, ON THE SOUTH SIDE OF
 DM7213'COUNTY ROUTE 537, ABOUT 0.6 MI (1.0 KM) EAST OF THE RAILROAD BRIDGE
 DM7213'OVER COUNTY ROUTE 537, 0.7 MI (1.1 KM) EAST-SOUTHEAST OF THE JUNCTION
 DM7213'OF SWIMMING RIVER ROAD (COUNTY ROUTE 50) AND COUNTRY ROUTE 537.
 DM7213'
 DM7213'THE STATION IS 26.3 FT (8.0 M) WEST OF POLE NUMBER BT350ACT, 6.8 FT
 DM7213'(2.1 M) EAST OF POLE NUMBER BT349ACT, 28.3 FT (8.6 M) SOUTH OF THE
 DM7213'CENTERLINE OF ROUTE 537, 18.8 FT (5.7 M) NORTH OF A WOODEN FENCE, 1.5
 DM7213'FT (0.5 M) NORTH OF A WITNESS POST.
 DM7213
 DM7213                          STATION RECOVERY (2014)
 DM7213
 DM7213'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 DM7213'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHEAST OF
 DM7213'FARMINGDALE, 6.8 MI (10.9 KM) EAST OF MARLBORO AND 6.6 MI (10.6 KM)
 DM7213'WEST OF LONG BRANCH, IN COLTS NECK TOWNSHIP.
 DM7213'
 DM7213'IT IS 5 FT (1.5 M) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF PAVING OF
 DM7213'ROUTE 537, 27.3 FT (8.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ROUTE
 DM7213'537, 24.8 FT (7.6 M) WEST OF POLE NUMBER BT350ACT, 66.2 FT (20.2 M)
 DM7213'EAST OF POLE NUMBER BT349ACT, 97.8 FT (29.8 M) WEST OF POLE NUMBER
 DM7213'351ACT, 1 FT (0.3 M) NORTH OF A WITNESS SIGN.
 DM7213
 DM7213                          STATION RECOVERY (2015)
 DM7213
 DM7213'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DM7213'RECOVERED IN GOOD CONDITION.
 DM7213'
 DM7213'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHEAST
 DM7213'OF FARMINGDALE, 6.9 MI (11.1 KM) EAST OF MARLBORO AND 6.6 MI (10.6 KM)
 DM7213'WEST OF LONG BRANCH, IN COLTS NECK TOWNSHIP.
 DM7213'
 DM7213'THE STATION IS 5 FT (1.5 M) SOUTH OF THE SOUTH EDGE OF ROUTE 537, 27.3
 DM7213'FT (8.3 M) SOUTH OF THE CENTERLINE OF ROUTE 537, 24.8 FT (7.6 M) WEST
 DM7213'OF POLE NUMBER BT350ACT, 66.2 FT (20.2 M) EAST OF POLE NUMBER
 DM7213'BT349ACT, 97.8 FT (29.8 M) WEST OF POLE NUMBER BT349ACT, 1 FT (0.3 M)
 DM7213'NORTH OF A WITNESS SIGN.
 DM7213
 DM7213                          STATION RECOVERY (2019)
 DM7213
 DM7213'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DM7213'RECOVERED AS DESCRIBED.
 DM7213
 DM7213                          STATION RECOVERY (2021)
 DM7213
 DM7213'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DM7213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9983 ***********************************************************************
 DP9983  DESIGNATION -  9249
 DP9983  PID         -  DP9983
 DP9983  STATE/COUNTY-  NJ/MONMOUTH
 DP9983  COUNTRY     -  US
 DP9983  USGS QUAD   -  MARLBORO (2016)
 DP9983
 DP9983                         *CURRENT SURVEY CONTROL
 DP9983  ______________________________________________________________________
 DP9983* NAD 83(1986) POSITION- 40 17 50.70   (N) 074 08 22.44   (W)   HD_HELD1
 DP9983* NAVD 88 ORTHO HEIGHT -    23.827 (meters)       78.17  (feet) ADJUSTED
 DP9983  ______________________________________________________________________
 DP9983  GEOID HEIGHT    -        -32.442 (meters)                     GEOID18
 DP9983  DYNAMIC HEIGHT  -         23.817 (meters)       78.14  (feet) COMP
 DP9983  MODELED GRAVITY -    980,209.7   (mgal)                       NAVD 88
 DP9983
 DP9983  VERT ORDER      -  FIRST     CLASS II
 DP9983
 DP9983.The horizontal coordinates were determined by differentially corrected
 DP9983.hand held GPS observations or other comparable positioning techniques
 DP9983.and have an estimated accuracy of +/- 3 meters.
 DP9983
 DP9983.The orthometric height was determined by differential leveling and
 DP9983.adjusted by the NATIONAL GEODETIC SURVEY
 DP9983.in February 2016.
 DP9983
 DP9983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9983.GEOID18 height accuracy estimate available here.
 DP9983
 DP9983.Click photographs - Photos may exist for this station.
 DP9983
 DP9983.The dynamic height is computed by dividing the NAVD 88
 DP9983.geopotential number by the normal gravity value computed on the
 DP9983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9983.degrees latitude (g = 980.6199 gals.).
 DP9983
 DP9983.The modeled gravity was interpolated from observed gravity values.
 DP9983
 DP9983;                    North         East    Units  Estimated Accuracy
 DP9983;SPC NJ       -   162,597.8     180,641.8     MT  (+/- 3 meters HH1 GPS) 
 DP9983
 DP9983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7312761123(NAD 83)
 DP9983
 DP9983                          SUPERSEDED SURVEY CONTROL
 DP9983
 DP9983.No superseded survey control is available for this station.
 DP9983
 DP9983_MARKER: DD = SURVEY DISK
 DP9983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9983_STAMPING: 9249
 DP9983_MARK LOGO: NJDCED
 DP9983_PROJECTION: RECESSED 5 CENTIMETERS
 DP9983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9983+STABILITY: SURFACE MOTION
 DP9983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9983+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2021
 DP9983
 DP9983  HISTORY     - Date     Condition        Report By
 DP9983  HISTORY     - 1939     MONUMENTED       NJDCED
 DP9983  HISTORY     - 20150317 GOOD             NJGS
 DP9983  HISTORY     - 20211109 GOOD             NJGS
 DP9983
 DP9983                          STATION DESCRIPTION
 DP9983
 DP9983'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9983'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-NORTHEAST OF
 DP9983'FREEHOLD, 7.1 MI (11.4 KM) NORTH-NORTHEAST OF FARMINGDALE AND 5.8 MI
 DP9983'(9.3 KM) EAST-SOUTHEAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9983'
 DP9983'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 34 AND COUNTY ROAD
 DP9983'(COUNTY ROUTE 537), IN COLTS NECK, GO 1.95 MI (3.1 KM) WEST-NORTHWEST
 DP9983'ON ROUTE 537 TO THE STATION ON THE RIGHT, STATION IS IN THE TREE LINE
 DP9983'ON THE SOUTHEAST SIDE OF ROUTE 537.
 DP9983'
 DP9983'IT IS 4 FT (1.2 M) SOUTH OF THE SOUTH EDGE OF ROUTE 537, 19 FT (5.8 M)
 DP9983'SOUTH OF THE CENTERLINE OF ROUTE 537, 45.5 FT (13.9 M) SOUTH-SOUTHEAST
 DP9983'AND ACROSS THE ROAD FROM POLE NUMBER JC470CN, 51.7 FT (15.8 M) WEST OF
 DP9983'A POLE WITH NO NUMBER.
 DP9983
 DP9983                          STATION RECOVERY (2021)
 DP9983
 DP9983'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DP9983'RECOVERED AS DESCRIBED WITH CHANGES, THE TREE LINE WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9981 ***********************************************************************
 DP9981  DESIGNATION -  9251
 DP9981  PID         -  DP9981
 DP9981  STATE/COUNTY-  NJ/MONMOUTH
 DP9981  COUNTRY     -  US
 DP9981  USGS QUAD   -  MARLBORO (2016)
 DP9981
 DP9981                         *CURRENT SURVEY CONTROL
 DP9981  ______________________________________________________________________
 DP9981* NAD 83(1986) POSITION- 40 17 39.64   (N) 074 08 53.13   (W)   HD_HELD1
 DP9981* NAVD 88 ORTHO HEIGHT -    28.188 (meters)       92.48  (feet) ADJUSTED
 DP9981  ______________________________________________________________________
 DP9981  GEOID HEIGHT    -        -32.432 (meters)                     GEOID18
 DP9981  DYNAMIC HEIGHT  -         28.177 (meters)       92.44  (feet) COMP
 DP9981  MODELED GRAVITY -    980,210.7   (mgal)                       NAVD 88
 DP9981
 DP9981  VERT ORDER      -  FIRST     CLASS II
 DP9981
 DP9981.The horizontal coordinates were determined by differentially corrected
 DP9981.hand held GPS observations or other comparable positioning techniques
 DP9981.and have an estimated accuracy of +/- 3 meters.
 DP9981
 DP9981.The orthometric height was determined by differential leveling and
 DP9981.adjusted by the NATIONAL GEODETIC SURVEY
 DP9981.in February 2016.
 DP9981
 DP9981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9981.GEOID18 height accuracy estimate available here.
 DP9981
 DP9981.Click photographs - Photos may exist for this station.
 DP9981
 DP9981.The dynamic height is computed by dividing the NAVD 88
 DP9981.geopotential number by the normal gravity value computed on the
 DP9981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9981.degrees latitude (g = 980.6199 gals.).
 DP9981
 DP9981.The modeled gravity was interpolated from observed gravity values.
 DP9981
 DP9981;                    North         East    Units  Estimated Accuracy
 DP9981;SPC NJ       -   162,253.8     179,918.4     MT  (+/- 3 meters HH1 GPS) 
 DP9981
 DP9981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7240560775(NAD 83)
 DP9981
 DP9981                          SUPERSEDED SURVEY CONTROL
 DP9981
 DP9981.No superseded survey control is available for this station.
 DP9981
 DP9981_MARKER: DD = SURVEY DISK
 DP9981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9981_STAMPING: 9251
 DP9981_MARK LOGO: NJDCED
 DP9981_PROJECTION: RECESSED 20 CENTIMETERS
 DP9981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9981+STABILITY: SURFACE MOTION
 DP9981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP9981+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9981
 DP9981  HISTORY     - Date     Condition        Report By
 DP9981  HISTORY     - 1939     MONUMENTED       NJDCED
 DP9981  HISTORY     - 20150317 GOOD             NJGS
 DP9981
 DP9981                          STATION DESCRIPTION
 DP9981
 DP9981'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9981'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF SOUTH
 DP9981'AMBOY JUNCTION, 5.5 MI (8.8 KM) SOUTHEAST OF SOUTH AMBOY AND 2.2 MI
 DP9981'(3.5 KM) SOUTHWEST OF KEYPORT, IN COLTS NECK TOWNSHIP.
 DP9981'
 DP9981'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 34 AND COUNTY ROAD
 DP9981'(COUNTY ROUTE 537), IN COLTS NECK, GO 1.45 MI (2.3 KM) WEST-NORTHWEST
 DP9981'ON ROUTE 537 TO THE STATION ON THE RIGHT, STATION IS IN THE TREE LINE
 DP9981'ON THE SOUTHEAST SIDE OF ROUTE 537, OPPOSITE AND ACROSS THE ROAD FROM
 DP9981'THE SOUTHWESTERLY DRIVEWAY LEADING FROM DELICIOUS ORCHARDS.
 DP9981'
 DP9981'IT IS 53.5 FT (16.3 M) SOUTHEAST AND ACROSS THE ROAD FROM POLE NUMBER
 DP9981'1276AC, 67 FT (20.4 M) WEST OF POLE NUMBER 440, 30.2 FT (9.2 M) EAST
 DP9981'OF A POLE WITH NO NUMBER, 28 FT (8.5 M) SOUTHEAST OF THE CENTERLINE OF
 DP9981'ROUTE 537.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9980 ***********************************************************************
 DP9980  DESIGNATION -  9252
 DP9980  PID         -  DP9980
 DP9980  STATE/COUNTY-  NJ/MONMOUTH
 DP9980  COUNTRY     -  US
 DP9980  USGS QUAD   -  MARLBORO (2016)
 DP9980
 DP9980                         *CURRENT SURVEY CONTROL
 DP9980  ______________________________________________________________________
 DP9980* NAD 83(1986) POSITION- 40 17 37.30   (N) 074 09 07.53   (W)   HD_HELD1
 DP9980* NAVD 88 ORTHO HEIGHT -    26.894 (meters)       88.23  (feet) ADJUSTED
 DP9980  ______________________________________________________________________
 DP9980  GEOID HEIGHT    -        -32.427 (meters)                     GEOID18
 DP9980  DYNAMIC HEIGHT  -         26.883 (meters)       88.20  (feet) COMP
 DP9980  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 DP9980
 DP9980  VERT ORDER      -  FIRST     CLASS II
 DP9980
 DP9980.The horizontal coordinates were determined by differentially corrected
 DP9980.hand held GPS observations or other comparable positioning techniques
 DP9980.and have an estimated accuracy of +/- 3 meters.
 DP9980
 DP9980.The orthometric height was determined by differential leveling and
 DP9980.adjusted by the NATIONAL GEODETIC SURVEY
 DP9980.in February 2016.
 DP9980
 DP9980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9980.GEOID18 height accuracy estimate available here.
 DP9980
 DP9980.Click photographs - Photos may exist for this station.
 DP9980
 DP9980.The dynamic height is computed by dividing the NAVD 88
 DP9980.geopotential number by the normal gravity value computed on the
 DP9980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9980.degrees latitude (g = 980.6199 gals.).
 DP9980
 DP9980.The modeled gravity was interpolated from observed gravity values.
 DP9980
 DP9980;                    North         East    Units  Estimated Accuracy
 DP9980;SPC NJ       -   162,180.3     179,578.6     MT  (+/- 3 meters HH1 GPS) 
 DP9980
 DP9980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7206660700(NAD 83)
 DP9980
 DP9980                          SUPERSEDED SURVEY CONTROL
 DP9980
 DP9980.No superseded survey control is available for this station.
 DP9980
 DP9980_MARKER: DD = SURVEY DISK
 DP9980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9980_STAMPING: 9252
 DP9980_MARK LOGO: NJDCED
 DP9980_PROJECTION: RECESSED 20 CENTIMETERS
 DP9980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9980+STABILITY: SURFACE MOTION
 DP9980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9980+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9980
 DP9980  HISTORY     - Date     Condition        Report By
 DP9980  HISTORY     - 1939     MONUMENTED       NJDCED
 DP9980  HISTORY     - 20150317 GOOD             NJGS
 DP9980
 DP9980                          STATION DESCRIPTION
 DP9980
 DP9980'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9980'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 DP9980'FREEHOLD, 6.8 MI (10.9 KM) NORTH OF FARMINGDALE AND 5.2 MI (8.4 KM)
 DP9980'EAST-SOUTHEAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9980'
 DP9980'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 34 AND COUNTY ROAD
 DP9980'(COUNTY ROUTE 537), IN COLTS NECK, GO 1.2 MI (1.9 KM) WEST-NORTHWEST
 DP9980'ON ROUTE 537 TO THE STATION ON THE LEFT.
 DP9980'
 DP9980'THE STATION IS 127 FT (38.7 M) EAST OF POLE NUMBER 431, 18.2 FT (5.5
 DP9980'M) WEST OF POLE NUMBER JC432CN, 20.8 FT (6.3 M) SOUTH-SOUTHEAST OF THE
 DP9980'CENTERLINE OF ROUTE 537, 16 FT (4.9 M) EAST OF THE EAST RANGE OF THE
 DP9980'WALL TO AN ATTACHED GARAGE TO HOUSE NUMBER 148, COLONIAL FARMS, ABOUT
 DP9980'41 FT (12.5 M) WEST OF THE CENTERLINE OF THE DIRT DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP9979 ***********************************************************************
 DP9979  DESIGNATION -  9255
 DP9979  PID         -  DP9979
 DP9979  STATE/COUNTY-  NJ/MONMOUTH
 DP9979  COUNTRY     -  US
 DP9979  USGS QUAD   -  MARLBORO (2016)
 DP9979
 DP9979                         *CURRENT SURVEY CONTROL
 DP9979  ______________________________________________________________________
 DP9979* NAD 83(1986) POSITION- 40 17 28.37   (N) 074 09 55.94   (W)   HD_HELD1
 DP9979* NAVD 88 ORTHO HEIGHT -    25.805 (meters)       84.66  (feet) ADJUSTED
 DP9979  ______________________________________________________________________
 DP9979  GEOID HEIGHT    -        -32.410 (meters)                     GEOID18
 DP9979  DYNAMIC HEIGHT  -         25.795 (meters)       84.63  (feet) COMP
 DP9979  MODELED GRAVITY -    980,212.0   (mgal)                       NAVD 88
 DP9979
 DP9979  VERT ORDER      -  FIRST     CLASS II
 DP9979
 DP9979.The horizontal coordinates were determined by differentially corrected
 DP9979.hand held GPS observations or other comparable positioning techniques
 DP9979.and have an estimated accuracy of +/- 3 meters.
 DP9979
 DP9979.The orthometric height was determined by differential leveling and
 DP9979.adjusted by the NATIONAL GEODETIC SURVEY
 DP9979.in February 2016.
 DP9979
 DP9979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9979.GEOID18 height accuracy estimate available here.
 DP9979
 DP9979.Click photographs - Photos may exist for this station.
 DP9979
 DP9979.The dynamic height is computed by dividing the NAVD 88
 DP9979.geopotential number by the normal gravity value computed on the
 DP9979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9979.degrees latitude (g = 980.6199 gals.).
 DP9979
 DP9979.The modeled gravity was interpolated from observed gravity values.
 DP9979
 DP9979;                    North         East    Units  Estimated Accuracy
 DP9979;SPC NJ       -   161,900.5     178,436.4     MT  (+/- 3 meters HH1 GPS) 
 DP9979
 DP9979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7092660413(NAD 83)
 DP9979
 DP9979                          SUPERSEDED SURVEY CONTROL
 DP9979
 DP9979.No superseded survey control is available for this station.
 DP9979
 DP9979_MARKER: DD = SURVEY DISK
 DP9979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP9979_STAMPING: 9255
 DP9979_MARK LOGO: NJDCED
 DP9979_PROJECTION: RECESSED 20 CENTIMETERS
 DP9979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9979+STABILITY: SURFACE MOTION
 DP9979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9979+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 DP9979
 DP9979  HISTORY     - Date     Condition        Report By
 DP9979  HISTORY     - 1940     MONUMENTED       NJDCED
 DP9979  HISTORY     - 20150317 GOOD             NJGS
 DP9979
 DP9979                          STATION DESCRIPTION
 DP9979
 DP9979'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP9979'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF FARMINGDALE,
 DP9979'6.1 MI (9.8 KM) EAST-NORTHEAST OF FREEHOLD AND 4.6 MI (7.4 KM)
 DP9979'EAST-SOUTHEAST OF MARLBORO, IN COLTS NECK TOWNSHIP.
 DP9979'
 DP9979'TO REACH FROM THE INTERSECTION OF NEW JERSEY ROUTE 34 AND COUNTY ROAD
 DP9979'(COUNTY ROUTE 537), IN COLTS NECK, GO 0.5 MI (0.8 KM) WEST-NORTHWEST
 DP9979'ON ROUTE 537 TO THE STATION ON THE LEFT.
 DP9979'
 DP9979'THE STATION IS 20.9 FT (6.4 M) NORTH OF THE CENTERLINE OF ROUTE 537,
 DP9979'25.5 FT (7.8 M) EAST OF POLE NUMBER JC905CN/47426COLT, 62.8 FT (19.1
 DP9979'M) NORTHWEST AND ACROSS THE ROAD FROM POLE NUMBER BT237ACT, 29.3 FT
 DP9979'(8.9 M) WEST OF THE CENTERLINE OF A DRIVEWAY TO HOUSE NUMBER 69.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6980 ***********************************************************************
 KV6980  DESIGNATION -  9273
 KV6980  PID         -  KV6980
 KV6980  STATE/COUNTY-  NJ/MONMOUTH
 KV6980  COUNTRY     -  US
 KV6980  USGS QUAD   -  ADELPHIA (2019)
 KV6980
 KV6980                         *CURRENT SURVEY CONTROL
 KV6980  ______________________________________________________________________
 KV6980* NAD 83(2011) POSITION- 40 12 15.71846(N) 074 16 51.16609(W)   ADJUSTED
 KV6980* NAD 83(2011) ELLIP HT-     0.164 (meters)        (06/27/12)   ADJUSTED
 KV6980* NAD 83(2011) EPOCH   -  2010.00
 KV6980* NAVD 88 ORTHO HEIGHT -    32.6   (meters)      107.    (feet) GPS OBS
 KV6980  ______________________________________________________________________
 KV6980  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6980  GEOID HEIGHT    -        -32.710 (meters)                     GEOID93
 KV6980  GEOID HEIGHT    -        -32.408 (meters)                     GEOID18
 KV6980  NAD 83(2011) X  -  1,321,580.564 (meters)                     COMP
 KV6980  NAD 83(2011) Y  - -4,695,656.723 (meters)                     COMP
 KV6980  NAD 83(2011) Z  -  4,095,342.809 (meters)                     COMP
 KV6980  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 KV6980
 KV6980  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6980  Standards:
 KV6980         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6980            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6980  -------------------------------------------------------------------
 KV6980  NETWORK    0.39   0.53           0.15   0.17   0.27     -0.02482450
 KV6980  -------------------------------------------------------------------
 KV6980  Click here for local accuracies and other accuracy information.
 KV6980
 KV6980.The horizontal coordinates were established by GPS observations
 KV6980.and adjusted by the National Geodetic Survey in June 2012.
 KV6980
 KV6980.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6980.been affixed to the stable North American tectonic plate. See 
 KV6980.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6980
 KV6980.The horizontal coordinates are valid at the epoch date displayed above
 KV6980.which is a decimal equivalence of Year/Month/Day.
 KV6980
 KV6980.The orthometric height was determined by GPS observations and a
 KV6980.high-resolution geoid model.
 KV6980
 KV6980.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6980.GEOID18 height accuracy estimate available here.
 KV6980
 KV6980.Click photographs - Photos may exist for this station.
 KV6980
 KV6980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6980
 KV6980.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6980
 KV6980.The ellipsoidal height was determined by GPS observations
 KV6980.and is referenced to NAD 83.
 KV6980
 KV6980. The following values were computed from the NAD 83(2011) position.
 KV6980
 KV6980;                    North         East     Units Scale Factor Converg.
 KV6980;SPC NJ       -   152,227.296   168,653.788   MT  0.99990428   +0 08 29.2
 KV6980;SPC NJ       -   499,432.39    553,324.97   sFT  0.99990428   +0 08 29.2
 KV6980;UTM  18      - 4,450,688.201   561,200.796   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6120050688(NAD 83)
 KV6980
 KV6980                          SUPERSEDED SURVEY CONTROL
 KV6980
 KV6980  NAD 83(2007)-  40 12 15.71893(N)    074 16 51.16655(W) AD(2002.00) 0
 KV6980  ELLIP H (02/10/07)    0.170  (m)                       GP(2002.00)    
 KV6980  ELLIP H (10/23/02)    0.179  (m)                       GP(       ) 4 1
 KV6980  NAD 83(1996)-  40 12 15.71880(N)    074 16 51.16699(W) AD(       ) 1
 KV6980  ELLIP H (05/14/99)    0.175  (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
 KV6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6980.See file dsdata.pdf to determine how the superseded data were derived.
 KV6980
 KV6980_MARKER: DD = SURVEY DISK
 KV6980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6980_STAMPING: 9273
 KV6980_MARK LOGO: NJGS
 KV6980_PROJECTION: RECESSED 10 CENTIMETERS
 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 - July 15, 2022
 KV6980
 KV6980  HISTORY     - Date     Condition        Report By
 KV6980  HISTORY     - 1940     MONUMENTED       NJGS
 KV6980  HISTORY     - 19921030 GOOD
 KV6980  HISTORY     - 20220715 GOOD             NJGS
 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.
 KV6980
 KV6980                          STATION RECOVERY (2022)
 KV6980
 KV6980'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 KV6980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3976 ***********************************************************************
 DQ3976  DESIGNATION -  9290 RESET
 DQ3976  PID         -  DQ3976
 DQ3976  STATE/COUNTY-  NJ/MONMOUTH
 DQ3976  COUNTRY     -  US
 DQ3976  USGS QUAD   -  ASBURY PARK (2019)
 DQ3976
 DQ3976                         *CURRENT SURVEY CONTROL
 DQ3976  ______________________________________________________________________
 DQ3976* NAD 83(1986) POSITION- 40 07 41.60   (N) 074 02 53.24   (W)   HD_HELD1
 DQ3976* NAVD 88 ORTHO HEIGHT -     8.91  (meters)       29.2   (feet) RESET
 DQ3976  ______________________________________________________________________
 DQ3976  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 DQ3976  VERT ORDER      -  THIRD
 DQ3976
 DQ3976.The horizontal coordinates were determined by differentially corrected
 DQ3976.hand held GPS observations or other comparable positioning techniques
 DQ3976.and have an estimated accuracy of +/- 3 meters.
 DQ3976
 DQ3976.The orthometric height was computed from unverified reset data.
 DQ3976
 DQ3976.No vertical observational check was made to the station.
 DQ3976
 DQ3976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3976.GEOID18 height accuracy estimate available here.
 DQ3976
 DQ3976.Click photographs - Photos may exist for this station.
 DQ3976
 DQ3976;                    North         East    Units  Estimated Accuracy
 DQ3976;SPC NJ       -   143,848.1     188,511.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3976
 DQ3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8110042422(NAD 83)
 DQ3976
 DQ3976                          SUPERSEDED SURVEY CONTROL
 DQ3976
 DQ3976.No superseded survey control is available for this station.
 DQ3976
 DQ3976_MARKER: DD = SURVEY DISK
 DQ3976_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ3976+WITH SETTING: PAVEMENT
 DQ3976_SP_SET: CULVERT HEADWALL
 DQ3976_STAMPING: 9290 RESET 2016
 DQ3976_MARK LOGO: NJGS
 DQ3976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3976+STABILITY: SURFACE MOTION
 DQ3976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3976+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2016
 DQ3976
 DQ3976  HISTORY     - Date     Condition        Report By
 DQ3976  HISTORY     - 20161007 MONUMENTED       NJGS
 DQ3976
 DQ3976                          STATION DESCRIPTION
 DQ3976
 DQ3976'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ3976'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF MANTOLOKING,
 DQ3976'3.3 MI (5.3 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 2.6 MI (4.1 KM)
 DQ3976'NORTH OF POINT PLEASANT BEACH, IN THE BOROUGH OF MANASQUAN.
 DQ3976'
 DQ3976'TO REACH FROM THE INTERSECTION OF ATLANTIC AVENUE AND BROAD STREET, GO
 DQ3976'ABOUT 0.15 MI (0.24 KM) NORTH ON BROAD STREET TO THE STATION ON THE
 DQ3976'LEFT.
 DQ3976'
 DQ3976'THE STATION IS SET IN A DRILL HOLE IN THE NORTHEAST END OF A CONCRETE
 DQ3976'HEADWALL FOR A CULVERT (W46) SPANNING WATSON CREEK ON THE WEST SIDE OF
 DQ3976'BROAD STREET (COUNTY ROAD 524 SPUR).
 DQ3976'
 DQ3976'THE STATION IS 12 FT (3.7 M) WEST-NORTHWEST OF THE WEST CURB OF BROAD
 DQ3976'STREET, 30.5 FT (9.3 M) WEST-NORTHWEST OF THE CENTERLINE OF BROAD
 DQ3976'STREET, 33 FT (10.1 M) SOUTHWEST OF POLE NUMBER 40354MSN, 87 FT (26.5
 DQ3976'M) NORTH-NORTHEAST OF THE ENTRANCE DRIVEWAY TO THE MANASQUAN HIGH
 DQ3976'SCHOOL, 21 FT (6.4 M) NORTH-NORTHEAST OF A SIGN (WATSON CREEK) WITH
 DQ3976'WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4360 ***********************************************************************
 AI4360  DESIGNATION -  931
 AI4360  PID         -  AI4360
 AI4360  STATE/COUNTY-  NJ/GLOUCESTER
 AI4360  COUNTRY     -  US
 AI4360  USGS QUAD   -  RUNNEMEDE (2019)
 AI4360
 AI4360                         *CURRENT SURVEY CONTROL
 AI4360  ______________________________________________________________________
 AI4360* NAD 83(2011) POSITION- 39 46 47.90826(N) 075 03 12.42251(W)   ADJUSTED
 AI4360* NAD 83(2011) ELLIP HT-   -19.134 (meters)        (06/27/12)   ADJUSTED
 AI4360* NAD 83(2011) EPOCH   -  2010.00
 AI4360* NAVD 88 ORTHO HEIGHT -    13.9   (meters)       46.    (feet) GPS OBS
 AI4360  ______________________________________________________________________
 AI4360  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4360  GEOID HEIGHT    -        -33.025 (meters)                     GEOID99
 AI4360  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 AI4360  NAD 83(2011) X  -  1,265,953.613 (meters)                     COMP
 AI4360  NAD 83(2011) Y  - -4,742,294.956 (meters)                     COMP
 AI4360  NAD 83(2011) Z  -  4,059,228.771 (meters)                     COMP
 AI4360  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 AI4360
 AI4360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4360  Standards:
 AI4360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4360  -------------------------------------------------------------------
 AI4360  NETWORK    0.44   0.74           0.20   0.15   0.38      0.01490808
 AI4360  -------------------------------------------------------------------
 AI4360  Click here for local accuracies and other accuracy information.
 AI4360
 AI4360.The horizontal coordinates were established by GPS observations
 AI4360.and adjusted by the National Geodetic Survey in June 2012.
 AI4360
 AI4360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4360.been affixed to the stable North American tectonic plate. See 
 AI4360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4360
 AI4360.The horizontal coordinates are valid at the epoch date displayed above
 AI4360.which is a decimal equivalence of Year/Month/Day.
 AI4360
 AI4360.The orthometric height was determined by GPS observations and a
 AI4360.high-resolution geoid model.
 AI4360
 AI4360.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4360.GEOID18 height accuracy estimate available here.
 AI4360
 AI4360.Click photographs - Photos may exist for this station.
 AI4360
 AI4360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4360
 AI4360.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4360
 AI4360.The ellipsoidal height was determined by GPS observations
 AI4360.and is referenced to NAD 83.
 AI4360
 AI4360. The following values were computed from the NAD 83(2011) position.
 AI4360
 AI4360;                    North         East     Units Scale Factor Converg.
 AI4360;SPC NJ       -   105,233.374   102,591.977   MT  0.99992766   -0 21 14.9
 AI4360;SPC NJ       -   345,253.16    336,587.18   sFT  0.99992766   -0 21 14.9
 AI4360;UTM  18      - 4,403,338.373   495,422.854   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9542203338(NAD 83)
 AI4360
 AI4360                          SUPERSEDED SURVEY CONTROL
 AI4360
 AI4360  NAD 83(2007)-  39 46 47.90863(N)    075 03 12.42322(W) AD(2002.00) 0
 AI4360  ELLIP H (02/10/07)  -19.126  (m)                       GP(2002.00)    
 AI4360  ELLIP H (09/25/02)  -19.117  (m)                       GP(       ) 4 1
 AI4360  NAD 83(1996)-  39 46 47.90841(N)    075 03 12.42319(W) AD(       ) 1
 AI4360  ELLIP H (03/31/00)  -19.117  (m)                       GP(       ) 3 1
 AI4360
 AI4360.Superseded values are not recommended for survey control.
 AI4360
 AI4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4360.See file dsdata.pdf to determine how the superseded data were derived.
 AI4360
 AI4360_MARKER: DD = SURVEY DISK
 AI4360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4360_STAMPING: 931
 AI4360_MARK LOGO: CGS+SS
 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 - August 27, 2007
 AI4360
 AI4360  HISTORY     - Date     Condition        Report By
 AI4360  HISTORY     - 1939     MONUMENTED       NJGS
 AI4360  HISTORY     - 19990707 GOOD             NJGS
 AI4360  HISTORY     - 20010409 GOOD             TWT
 AI4360  HISTORY     - 20070827 GOOD             INDIV
 AI4360  HISTORY     - 20210312 MARK NOT FOUND   NJGS
 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.
 AI4360
 AI4360                          STATION RECOVERY (2007)
 AI4360
 AI4360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TS)
 AI4360'RECOVERED AS DESCRIBED
 AI4360
 AI4360                          STATION RECOVERY (2021)
 AI4360
 AI4360'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 AI4360'THE STATION IS MOST LIKELY DESTROYED.  NEW BRIDGE WAS BUILT IN 2019,
 AI4360'DUG 1.5 FT (0.5 M) BELOW THE SURFACE OF GIVEN COORDINATES USING RTK
 AI4360'AND ALL TIE WERE SLIGHTLY OFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0666 ***********************************************************************
 LY0666  DESIGNATION -  935.80
 LY0666  PID         -  LY0666
 LY0666  STATE/COUNTY-  NJ/PASSAIC
 LY0666  COUNTRY     -  US
 LY0666  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0666
 LY0666                         *CURRENT SURVEY CONTROL
 LY0666  ______________________________________________________________________
 LY0666* NAD 83(1986) POSITION- 41 05 03.     (N) 074 29 54.     (W)   SCALED
 LY0666* NAVD 88 ORTHO HEIGHT -   284.996 (meters)      935.02  (feet) ADJUSTED
 LY0666  ______________________________________________________________________
 LY0666  GEOID HEIGHT    -        -32.338 (meters)                     GEOID18
 LY0666  DYNAMIC HEIGHT  -        284.870 (meters)      934.61  (feet) COMP
 LY0666  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 LY0666
 LY0666  VERT ORDER      -  FIRST     CLASS II
 LY0666
 LY0666.The horizontal coordinates were scaled from a map and have
 LY0666.an estimated accuracy of +/- 6 seconds.
 LY0666
 LY0666.The orthometric height was determined by differential leveling and
 LY0666.adjusted by the NATIONAL GEODETIC SURVEY
 LY0666.in June 1991.
 LY0666
 LY0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0666.GEOID18 height accuracy estimate available here.
 LY0666
 LY0666.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL421482(NAD 83)
 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
 LY0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0666.See file dsdata.pdf to determine how the superseded data were derived.
 LY0666
 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             CGS
 LY0666
 LY0666                          STATION DESCRIPTION
 LY0666
 LY0666'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU0599 ***********************************************************************
 JU0599  DESIGNATION -  94
 JU0599  PID         -  JU0599
 JU0599  STATE/COUNTY-  NJ/BURLINGTON
 JU0599  COUNTRY     -  US
 JU0599  USGS QUAD   -  ATSION (2019)
 JU0599
 JU0599                         *CURRENT SURVEY CONTROL
 JU0599  ______________________________________________________________________
 JU0599* NAD 83(1986) POSITION- 39 44 55.8    (N) 074 41 43.8    (W)   HD_HELD2
 JU0599* NAVD 88 ORTHO HEIGHT -    13.329 (meters)       43.73  (feet) ADJUSTED
 JU0599  ______________________________________________________________________
 JU0599  GEOID HEIGHT    -        -33.065 (meters)                     GEOID18
 JU0599  DYNAMIC HEIGHT  -         13.323 (meters)       43.71  (feet) COMP
 JU0599  MODELED GRAVITY -    980,155.5   (mgal)                       NAVD 88
 JU0599
 JU0599  VERT ORDER      -  SECOND    CLASS 0
 JU0599
 JU0599.The horizontal coordinates were established by autonomous hand held GPS
 JU0599.observations and have an estimated accuracy of +/- 10 meters.
 JU0599
 JU0599.The orthometric height was determined by differential leveling and
 JU0599.adjusted by the NATIONAL GEODETIC SURVEY
 JU0599.in June 1991.
 JU0599
 JU0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0599.GEOID18 height accuracy estimate available here.
 JU0599
 JU0599.Click photographs - Photos may exist for this station.
 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       -   101,648.      133,246.      MT  (+/- 10 meters HH2 GPS)
 JU0599
 JU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2608799925(NAD 83)
 JU0599
 JU0599                          SUPERSEDED SURVEY CONTROL
 JU0599
 JU0599  NGVD 29 (11/26/84)   13.707  (m)           44.97   (f) ADJUSTED    2 0
 JU0599
 JU0599.Superseded values are not recommended for survey control.
 JU0599
 JU0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0599.See file dsdata.pdf to determine how the superseded data were derived.
 JU0599
 JU0599_MARKER: B = BOLT
 JU0599_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0599+WITH SETTING: PAVEMENT
 JU0599_SP_SET: MILEPOST BASE
 JU0599_MARK LOGO: CNJRR
 JU0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0599+STABILITY: SURFACE MOTION
 JU0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0599+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2021
 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  HISTORY     - 20210820 POOR             NJGS
 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.
 JU0599
 JU0599                          STATION RECOVERY (2021)
 JU0599
 JU0599'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU0599'RAILROAD HAS BEEN ABANDONED, DESCRIPTIVE TEXT AND LOCATION UNSUITABLE
 JU0599'FOR A GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0600 ***********************************************************************
 JU0600  DESIGNATION -  95
 JU0600  PID         -  JU0600
 JU0600  STATE/COUNTY-  NJ/BURLINGTON
 JU0600  COUNTRY     -  US
 JU0600  USGS QUAD   -  ATSION (2019)
 JU0600
 JU0600                         *CURRENT SURVEY CONTROL
 JU0600  ______________________________________________________________________
 JU0600* NAD 83(1986) POSITION- 39 44 32.     (N) 074 42 44.     (W)   SCALED
 JU0600* NAVD 88 ORTHO HEIGHT -    14.086 (meters)       46.21  (feet) ADJUSTED
 JU0600  ______________________________________________________________________
 JU0600  GEOID HEIGHT    -        -33.089 (meters)                     GEOID18
 JU0600  DYNAMIC HEIGHT  -         14.079 (meters)       46.19  (feet) COMP
 JU0600  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 JU0600
 JU0600  VERT ORDER      -  SECOND    CLASS 0
 JU0600
 JU0600.The horizontal coordinates were scaled from a map and have
 JU0600.an estimated accuracy of +/- 6 seconds.
 JU0600
 JU0600.The orthometric height was determined by differential leveling and
 JU0600.adjusted by the NATIONAL GEODETIC SURVEY
 JU0600.in June 1991.
 JU0600
 JU0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0600.GEOID18 height accuracy estimate available here.
 JU0600
 JU0600.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ246991(NAD 83)
 JU0600
 JU0600                          SUPERSEDED SURVEY CONTROL
 JU0600
 JU0600  NGVD 29 (11/26/84)   14.463  (m)           47.45   (f) ADJUSTED    2 0
 JU0600
 JU0600.Superseded values are not recommended for survey control.
 JU0600
 JU0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0600.See file dsdata.pdf to determine how the superseded data were derived.
 JU0600
 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 = JULY 24, 2026 22:12:30 EDT
 JU0602 ***********************************************************************
 JU0602  DESIGNATION -  96
 JU0602  PID         -  JU0602
 JU0602  STATE/COUNTY-  NJ/BURLINGTON
 JU0602  COUNTRY     -  US
 JU0602  USGS QUAD   -  ATSION (2019)
 JU0602
 JU0602                         *CURRENT SURVEY CONTROL
 JU0602  ______________________________________________________________________
 JU0602* NAD 83(1986) POSITION- 39 44 08.5    (N) 074 43 43.9    (W)   HD_HELD2
 JU0602* NAVD 88 ORTHO HEIGHT -    14.369 (meters)       47.14  (feet) ADJUSTED
 JU0602  ______________________________________________________________________
 JU0602  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 JU0602  DYNAMIC HEIGHT  -         14.362 (meters)       47.12  (feet) COMP
 JU0602  MODELED GRAVITY -    980,152.3   (mgal)                       NAVD 88
 JU0602
 JU0602  VERT ORDER      -  SECOND    CLASS 0
 JU0602
 JU0602.The horizontal coordinates were established by autonomous hand held GPS
 JU0602.observations and have an estimated accuracy of +/- 10 meters.
 JU0602
 JU0602.The orthometric height was determined by differential leveling and
 JU0602.adjusted by the NATIONAL GEODETIC SURVEY
 JU0602.in June 1991.
 JU0602
 JU0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0602.GEOID18 height accuracy estimate available here.
 JU0602
 JU0602.Click photographs - Photos may exist for this station.
 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       -   100,196.      130,383.      MT  (+/- 10 meters HH2 GPS)
 JU0602
 JU0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2323398457(NAD 83)
 JU0602
 JU0602                          SUPERSEDED SURVEY CONTROL
 JU0602
 JU0602  NGVD 29 (11/26/84)   14.745  (m)           48.38   (f) ADJUSTED    2 0
 JU0602
 JU0602.Superseded values are not recommended for survey control.
 JU0602
 JU0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0602.See file dsdata.pdf to determine how the superseded data were derived.
 JU0602
 JU0602_MARKER: B = BOLT
 JU0602_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0602+WITH SETTING: PAVEMENT
 JU0602_SP_SET: MILEPOST BASE
 JU0602_MARK LOGO: CNJRR
 JU0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0602+STABILITY: SURFACE MOTION
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0104 ***********************************************************************
 KV0104  DESIGNATION -  96 C OF N
 KV0104  PID         -  KV0104
 KV0104  STATE/COUNTY-  NJ/ESSEX
 KV0104  COUNTRY     -  US
 KV0104  USGS QUAD   -  ELIZABETH (2016)
 KV0104
 KV0104                         *CURRENT SURVEY CONTROL
 KV0104  ______________________________________________________________________
 KV0104* NAD 83(1986) POSITION- 40 44 15.     (N) 074 10 04.     (W)   SCALED
 KV0104* NAVD 88 ORTHO HEIGHT -    11.021 (meters)       36.16  (feet) ADJUSTED
 KV0104  ______________________________________________________________________
 KV0104  GEOID HEIGHT    -        -32.305 (meters)                     GEOID18
 KV0104  DYNAMIC HEIGHT  -         11.016 (meters)       36.14  (feet) COMP
 KV0104  MODELED GRAVITY -    980,221.5   (mgal)                       NAVD 88
 KV0104
 KV0104  VERT ORDER      -  FIRST     CLASS II
 KV0104
 KV0104.The horizontal coordinates were scaled from a map and have
 KV0104.an estimated accuracy of +/- 6 seconds.
 KV0104
 KV0104.The orthometric height was determined by differential leveling and
 KV0104.adjusted by the NATIONAL GEODETIC SURVEY
 KV0104.in June 1991.
 KV0104
 KV0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0104.GEOID18 height accuracy estimate available here.
 KV0104
 KV0104.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL702099(NAD 83)
 KV0104
 KV0104                          SUPERSEDED SURVEY CONTROL
 KV0104
 KV0104  NGVD 29 (11/26/84)   11.358  (m)           37.26   (f) ADJUSTED    1 2
 KV0104
 KV0104.Superseded values are not recommended for survey control.
 KV0104
 KV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0104.See file dsdata.pdf to determine how the superseded data were derived.
 KV0104
 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 = JULY 24, 2026 22:12:30 EDT
 LY0677 ***********************************************************************
 LY0677  DESIGNATION -  963.15
 LY0677  PID         -  LY0677
 LY0677  STATE/COUNTY-  NJ/SUSSEX
 LY0677  COUNTRY     -  US
 LY0677  USGS QUAD   -  FRANKLIN (2019)
 LY0677
 LY0677                         *CURRENT SURVEY CONTROL
 LY0677  ______________________________________________________________________
 LY0677* NAD 83(1986) POSITION- 41 06 27.     (N) 074 33 06.     (W)   SCALED
 LY0677* NAVD 88 ORTHO HEIGHT -   293.295 (meters)      962.25  (feet) ADJUSTED
 LY0677  ______________________________________________________________________
 LY0677  GEOID HEIGHT    -        -32.407 (meters)                     GEOID18
 LY0677  DYNAMIC HEIGHT  -        293.164 (meters)      961.82  (feet) COMP
 LY0677  MODELED GRAVITY -    980,167.3   (mgal)                       NAVD 88
 LY0677
 LY0677  VERT ORDER      -  FIRST     CLASS II
 LY0677
 LY0677.The horizontal coordinates were scaled from a map and have
 LY0677.an estimated accuracy of +/- 6 seconds.
 LY0677
 LY0677.The orthometric height was determined by differential leveling and
 LY0677.adjusted by the NATIONAL GEODETIC SURVEY
 LY0677.in June 1991.
 LY0677
 LY0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0677.GEOID18 height accuracy estimate available here.
 LY0677
 LY0677.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL376507(NAD 83)
 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
 LY0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0677.See file dsdata.pdf to determine how the superseded data were derived.
 LY0677
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0677+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2020
 LY0677
 LY0677  HISTORY     - Date     Condition        Report By
 LY0677  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0677  HISTORY     - 1934     GOOD             CGS
 LY0677  HISTORY     - 20200714 SEE DESCRIPTION  NJGS
 LY0677
 LY0677                          STATION DESCRIPTION
 LY0677
 LY0677'DESCRIBED BY COAST AND 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.
 LY0677
 LY0677                          STATION RECOVERY (2020)
 LY0677
 LY0677'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 LY0677'WOULD NO BE SUITABLE FOR OPUS OBSERVATIONS.  UNDER A BRIDGE AND
 LY0677'SURROUNDED BY TREES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI4371 ***********************************************************************
 AI4371  DESIGNATION -  964
 AI4371  PID         -  AI4371
 AI4371  STATE/COUNTY-  NJ/BURLINGTON
 AI4371  COUNTRY     -  US
 AI4371  USGS QUAD   -  MOORESTOWN (2019)
 AI4371
 AI4371                         *CURRENT SURVEY CONTROL
 AI4371  ______________________________________________________________________
 AI4371* NAD 83(2011) POSITION- 39 53 37.48205(N) 074 55 39.77393(W)   ADJUSTED
 AI4371* NAD 83(2011) ELLIP HT-    -5.635 (meters)        (06/27/12)   ADJUSTED
 AI4371* NAD 83(2011) EPOCH   -  2010.00
 AI4371* NAVD 88 ORTHO HEIGHT -    27.1   (meters)       89.    (feet) GPS OBS
 AI4371  ______________________________________________________________________
 AI4371  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4371  GEOID HEIGHT    -        -32.767 (meters)                     GEOID99
 AI4371  GEOID HEIGHT    -        -32.761 (meters)                     GEOID18
 AI4371  NAD 83(2011) X  -  1,274,255.964 (meters)                     COMP
 AI4371  NAD 83(2011) Y  - -4,731,701.632 (meters)                     COMP
 AI4371  NAD 83(2011) Z  -  4,068,937.235 (meters)                     COMP
 AI4371  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 AI4371
 AI4371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4371  Standards:
 AI4371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4371  -------------------------------------------------------------------
 AI4371  NETWORK    0.68   1.16           0.32   0.21   0.59      0.01148969
 AI4371  -------------------------------------------------------------------
 AI4371  Click here for local accuracies and other accuracy information.
 AI4371
 AI4371.The horizontal coordinates were established by GPS observations
 AI4371.and adjusted by the National Geodetic Survey in June 2012.
 AI4371
 AI4371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4371.been affixed to the stable North American tectonic plate. See 
 AI4371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4371
 AI4371.The horizontal coordinates are valid at the epoch date displayed above
 AI4371.which is a decimal equivalence of Year/Month/Day.
 AI4371
 AI4371.The orthometric height was determined by GPS observations and a
 AI4371.high-resolution geoid model.
 AI4371
 AI4371.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4371.GEOID18 height accuracy estimate available here.
 AI4371
 AI4371.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AI4371
 AI4371.The ellipsoidal height was determined by GPS observations
 AI4371.and is referenced to NAD 83.
 AI4371
 AI4371. The following values were computed from the NAD 83(2011) position.
 AI4371
 AI4371;                    North         East     Units Scale Factor Converg.
 AI4371;SPC NJ       -   117,805.276   113,422.816   MT  0.99991647   -0 16 27.6
 AI4371;SPC NJ       -   386,499.48    372,121.36   sFT  0.99991647   -0 16 27.6
 AI4371;UTM  18      - 4,415,966.563   506,179.781   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0617915966(NAD 83)
 AI4371
 AI4371                          SUPERSEDED SURVEY CONTROL
 AI4371
 AI4371  NAD 83(2007)-  39 53 37.48242(N)    074 55 39.77458(W) AD(2002.00) 0
 AI4371  ELLIP H (02/10/07)   -5.629  (m)                       GP(2002.00)    
 AI4371  ELLIP H (09/25/02)   -5.594  (m)                       GP(       ) 4 1
 AI4371  NAD 83(1996)-  39 53 37.48221(N)    074 55 39.77451(W) AD(       ) 1
 AI4371  ELLIP H (03/31/00)   -5.610  (m)                       GP(       ) 3 1
 AI4371
 AI4371.Superseded values are not recommended for survey control.
 AI4371
 AI4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4371.See file dsdata.pdf to determine how the superseded data were derived.
 AI4371
 AI4371_STAMPING: 964 90.201
 AI4371_MARK LOGO: NJGS
 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  HISTORY     - 20190913 MARK NOT FOUND   NJGS
 AI4371  HISTORY     - 20200226 MARK NOT FOUND   NJGS
 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.
 AI4371
 AI4371                          STATION RECOVERY (2019)
 AI4371
 AI4371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 AI4371'NOT FOUND (DESTROYED).  CIRCLE REMOVED.  INTERSECTION RECONFIGURED
 AI4371'ADDING OVERPASS FOR RIGHT 73.
 AI4371
 AI4371                          STATION RECOVERY (2020)
 AI4371
 AI4371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AI4371'THE AREA HAS BEEN COMPLETELY RECONSTRUCTED WITH NEW ROADWAY OVERPASS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7803 ***********************************************************************
 AI7803  DESIGNATION -  9651
 AI7803  PID         -  AI7803
 AI7803  STATE/COUNTY-  NJ/ESSEX
 AI7803  COUNTRY     -  US
 AI7803  USGS QUAD   -  ELIZABETH (2016)
 AI7803
 AI7803                         *CURRENT SURVEY CONTROL
 AI7803  ______________________________________________________________________
 AI7803* NAD 83(1986) POSITION- 40 43 29.5    (N) 074 10 28.9    (W)   HD_HELD2
 AI7803* NAVD 88 ORTHO HEIGHT -     4.376 (meters)       14.36  (feet) ADJUSTED
 AI7803  ______________________________________________________________________
 AI7803  GEOID HEIGHT    -        -32.326 (meters)                     GEOID18
 AI7803  DYNAMIC HEIGHT  -          4.375 (meters)       14.35  (feet) COMP
 AI7803  MODELED GRAVITY -    980,221.1   (mgal)                       NAVD 88
 AI7803
 AI7803  VERT ORDER      -  FIRST     CLASS II
 AI7803
 AI7803.The horizontal coordinates were established by autonomous hand held GPS
 AI7803.observations and have an estimated accuracy of +/- 10 meters.
 AI7803
 AI7803.The orthometric height was determined by differential leveling and
 AI7803.adjusted by the NATIONAL GEODETIC SURVEY
 AI7803.in March 2001.
 AI7803
 AI7803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7803.GEOID18 height accuracy estimate available here.
 AI7803
 AI7803.Click photographs - Photos may exist for this station.
 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       -   210,047.      177,480.      MT  (+/- 10 meters HH2 GPS)
 AI7803
 AI7803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6969708542(NAD 83)
 AI7803
 AI7803                          SUPERSEDED SURVEY CONTROL
 AI7803
 AI7803.No superseded survey control is available for this station.
 AI7803
 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 - March 24, 2007
 AI7803
 AI7803  HISTORY     - Date     Condition        Report By
 AI7803  HISTORY     - 1953     MONUMENTED       NJGS
 AI7803  HISTORY     - 19980514 GOOD             NJGS
 AI7803  HISTORY     - 20060512 GOOD             MACDEL
 AI7803  HISTORY     - 20070324 GOOD             GEOCAC
 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
 AI7803
 AI7803                          STATION RECOVERY (2007)
 AI7803
 AI7803'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 AI7803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI7802 ***********************************************************************
 AI7802  DESIGNATION -  9656
 AI7802  PID         -  AI7802
 AI7802  STATE/COUNTY-  NJ/ESSEX
 AI7802  COUNTRY     -  US
 AI7802  USGS QUAD   -  ELIZABETH (2016)
 AI7802
 AI7802                         *CURRENT SURVEY CONTROL
 AI7802  ______________________________________________________________________
 AI7802* NAD 83(1986) POSITION- 40 44 28.     (N) 074 09 57.     (W)   SCALED
 AI7802* NAVD 88 ORTHO HEIGHT -     5.911 (meters)       19.39  (feet) ADJUSTED
 AI7802  ______________________________________________________________________
 AI7802  GEOID HEIGHT    -        -32.299 (meters)                     GEOID18
 AI7802  DYNAMIC HEIGHT  -          5.908 (meters)       19.38  (feet) COMP
 AI7802  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 AI7802
 AI7802  VERT ORDER      -  FIRST     CLASS II
 AI7802
 AI7802.The horizontal coordinates were scaled from a map and have
 AI7802.an estimated accuracy of +/- 6 seconds.
 AI7802
 AI7802.The orthometric height was determined by differential leveling and
 AI7802.adjusted by the NATIONAL GEODETIC SURVEY
 AI7802.in March 2001.
 AI7802
 AI7802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7802.GEOID18 height accuracy estimate available here.
 AI7802
 AI7802.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL704103(NAD 83)
 AI7802
 AI7802                          SUPERSEDED SURVEY CONTROL
 AI7802
 AI7802.No superseded survey control is available for this station.
 AI7802
 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 = JULY 24, 2026 22:12:30 EDT
 AI7798 ***********************************************************************
 AI7798  DESIGNATION -  9666 A
 AI7798  PID         -  AI7798
 AI7798  STATE/COUNTY-  NJ/ESSEX
 AI7798  COUNTRY     -  US
 AI7798  USGS QUAD   -  ELIZABETH (2016)
 AI7798
 AI7798                         *CURRENT SURVEY CONTROL
 AI7798  ______________________________________________________________________
 AI7798* NAD 83(1986) POSITION- 40 43 58.6    (N) 074 08 53.7    (W)   HD_HELD2
 AI7798* NAVD 88 ORTHO HEIGHT -     5.769 (meters)       18.93  (feet) ADJUSTED
 AI7798  ______________________________________________________________________
 AI7798  GEOID HEIGHT    -        -32.252 (meters)                     GEOID18
 AI7798  DYNAMIC HEIGHT  -          5.767 (meters)       18.92  (feet) COMP
 AI7798  MODELED GRAVITY -    980,226.0   (mgal)                       NAVD 88
 AI7798
 AI7798  VERT ORDER      -  FIRST     CLASS II
 AI7798
 AI7798.The horizontal coordinates were established by autonomous hand held GPS
 AI7798.observations and have an estimated accuracy of +/- 10 meters.
 AI7798
 AI7798.The orthometric height was determined by differential leveling and
 AI7798.adjusted by the NATIONAL GEODETIC SURVEY
 AI7798.in March 2001.
 AI7798
 AI7798.No vertical observational check was made to the station.
 AI7798
 AI7798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7798.GEOID18 height accuracy estimate available here.
 AI7798
 AI7798.Click photographs - Photos may exist for this station.
 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       -   210,953.      179,711.      MT  (+/- 10 meters HH2 GPS)
 AI7798
 AI7798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7192209460(NAD 83)
 AI7798
 AI7798                          SUPERSEDED SURVEY CONTROL
 AI7798
 AI7798.No superseded survey control is available for this station.
 AI7798
 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 - April 06, 2007
 AI7798
 AI7798  HISTORY     - Date     Condition        Report By
 AI7798  HISTORY     - 1949     MONUMENTED       NJGS
 AI7798  HISTORY     - 19980515 GOOD             NJGS
 AI7798  HISTORY     - 20070406 GOOD             GEOCAC
 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.
 AI7798
 AI7798                          STATION RECOVERY (2007)
 AI7798
 AI7798'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 AI7798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0668 ***********************************************************************
 LY0668  DESIGNATION -  968.87
 LY0668  PID         -  LY0668
 LY0668  STATE/COUNTY-  NJ/SUSSEX
 LY0668  COUNTRY     -  US
 LY0668  USGS QUAD   -  FRANKLIN (2019)
 LY0668
 LY0668                         *CURRENT SURVEY CONTROL
 LY0668  ______________________________________________________________________
 LY0668* NAD 83(1986) POSITION- 41 05 04.6    (N) 074 30 24.6    (W)   HD_HELD2
 LY0668* NAVD 88 ORTHO HEIGHT -   295.072 (meters)      968.08  (feet) ADJUSTED
 LY0668  ______________________________________________________________________
 LY0668  GEOID HEIGHT    -        -32.348 (meters)                     GEOID18
 LY0668  DYNAMIC HEIGHT  -        294.941 (meters)      967.65  (feet) COMP
 LY0668  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 LY0668
 LY0668  VERT ORDER      -  FIRST     CLASS II
 LY0668
 LY0668.The horizontal coordinates were established by autonomous hand held GPS
 LY0668.observations and have an estimated accuracy of +/- 10 meters.
 LY0668
 LY0668.The orthometric height was determined by differential leveling and
 LY0668.adjusted by the NATIONAL GEODETIC SURVEY
 LY0668.in June 1991.
 LY0668
 LY0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0668.GEOID18 height accuracy estimate available here.
 LY0668
 LY0668.Click photographs - Photos may exist for this station.
 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       -   249,943.      149,426.      MT  (+/- 10 meters HH2 GPS)
 LY0668
 LY0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4142348266(NAD 83)
 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
 LY0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0668.See file dsdata.pdf to determine how the superseded data were derived.
 LY0668
 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             CGS
 LY0668  HISTORY     - 20060808 GOOD             GEOCAC
 LY0668
 LY0668                          STATION DESCRIPTION
 LY0668
 LY0668'DESCRIBED BY COAST AND 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.
 LY0668
 LY0668                          STATION RECOVERY (2006)
 LY0668
 LY0668'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0603 ***********************************************************************
 JU0603  DESIGNATION -  97
 JU0603  PID         -  JU0603
 JU0603  STATE/COUNTY-  NJ/CAMDEN
 JU0603  COUNTRY     -  US
 JU0603  USGS QUAD   -  ATSION (2019)
 JU0603
 JU0603                         *CURRENT SURVEY CONTROL
 JU0603  ______________________________________________________________________
 JU0603* NAD 83(1986) POSITION- 39 43 42.     (N) 074 44 40.     (W)   SCALED
 JU0603* NAVD 88 ORTHO HEIGHT -    16.593 (meters)       54.44  (feet) ADJUSTED
 JU0603  ______________________________________________________________________
 JU0603  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 JU0603  DYNAMIC HEIGHT  -         16.585 (meters)       54.41  (feet) COMP
 JU0603  MODELED GRAVITY -    980,150.4   (mgal)                       NAVD 88
 JU0603
 JU0603  VERT ORDER      -  SECOND    CLASS 0
 JU0603
 JU0603.The horizontal coordinates were scaled from a map and have
 JU0603.an estimated accuracy of +/- 6 seconds.
 JU0603
 JU0603.The orthometric height was determined by differential leveling and
 JU0603.adjusted by the NATIONAL GEODETIC SURVEY
 JU0603.in June 1991.
 JU0603
 JU0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0603.GEOID18 height accuracy estimate available here.
 JU0603
 JU0603.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ219976(NAD 83)
 JU0603
 JU0603                          SUPERSEDED SURVEY CONTROL
 JU0603
 JU0603  NGVD 29 (11/26/84)   16.971  (m)           55.68   (f) ADJUSTED    2 0
 JU0603
 JU0603.Superseded values are not recommended for survey control.
 JU0603
 JU0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0603.See file dsdata.pdf to determine how the superseded data were derived.
 JU0603
 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 = JULY 24, 2026 22:12:30 EDT
 KV0105 ***********************************************************************
 KV0105  DESIGNATION -  97 C OF N
 KV0105  PID         -  KV0105
 KV0105  STATE/COUNTY-  NJ/ESSEX
 KV0105  COUNTRY     -  US
 KV0105  USGS QUAD   -  ELIZABETH (2016)
 KV0105
 KV0105                         *CURRENT SURVEY CONTROL
 KV0105  ______________________________________________________________________
 KV0105* NAD 83(1986) POSITION- 40 44 18.     (N) 074 10 02.     (W)   SCALED
 KV0105* NAVD 88 ORTHO HEIGHT -    11.402 (meters)       37.41  (feet) ADJUSTED
 KV0105  ______________________________________________________________________
 KV0105  GEOID HEIGHT    -        -32.303 (meters)                     GEOID18
 KV0105  DYNAMIC HEIGHT  -         11.397 (meters)       37.39  (feet) COMP
 KV0105  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 KV0105
 KV0105  VERT ORDER      -  FIRST     CLASS II
 KV0105
 KV0105.The horizontal coordinates were scaled from a map and have
 KV0105.an estimated accuracy of +/- 6 seconds.
 KV0105
 KV0105.The orthometric height was determined by differential leveling and
 KV0105.adjusted by the NATIONAL GEODETIC SURVEY
 KV0105.in June 1991.
 KV0105
 KV0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0105.GEOID18 height accuracy estimate available here.
 KV0105
 KV0105.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL703100(NAD 83)
 KV0105
 KV0105                          SUPERSEDED SURVEY CONTROL
 KV0105
 KV0105  NGVD 29 (11/26/84)   11.739  (m)           38.51   (f) ADJUSTED    1 2
 KV0105
 KV0105.Superseded values are not recommended for survey control.
 KV0105
 KV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0105.See file dsdata.pdf to determine how the superseded data were derived.
 KV0105
 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 = JULY 24, 2026 22:12:30 EDT
 AI4372 ***********************************************************************
 AI4372  DESIGNATION -  970
 AI4372  PID         -  AI4372
 AI4372  STATE/COUNTY-  NJ/CAMDEN
 AI4372  COUNTRY     -  US
 AI4372  USGS QUAD   -  CLEMENTON (2019)
 AI4372
 AI4372                         *CURRENT SURVEY CONTROL
 AI4372  ______________________________________________________________________
 AI4372* NAD 83(2011) POSITION- 39 48 04.58745(N) 074 55 55.68789(W)   ADJUSTED
 AI4372* NAD 83(2011) ELLIP HT-    15.289 (meters)        (06/27/12)   ADJUSTED
 AI4372* NAD 83(2011) EPOCH   -  2010.00
 AI4372* NAVD 88 ORTHO HEIGHT -    48.3   (meters)      158.    (feet) GPS OBS
 AI4372  ______________________________________________________________________
 AI4372  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI4372  GEOID HEIGHT    -        -32.954 (meters)                     GEOID99
 AI4372  GEOID HEIGHT    -        -32.960 (meters)                     GEOID18
 AI4372  NAD 83(2011) X  -  1,275,605.280 (meters)                     COMP
 AI4372  NAD 83(2011) Y  - -4,738,167.924 (meters)                     COMP
 AI4372  NAD 83(2011) Z  -  4,061,067.982 (meters)                     COMP
 AI4372  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 AI4372
 AI4372  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4372  Standards:
 AI4372         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4372            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4372  -------------------------------------------------------------------
 AI4372  NETWORK    0.45   0.80           0.21   0.15   0.41     -0.04654508
 AI4372  -------------------------------------------------------------------
 AI4372  Click here for local accuracies and other accuracy information.
 AI4372
 AI4372.The horizontal coordinates were established by GPS observations
 AI4372.and adjusted by the National Geodetic Survey in June 2012.
 AI4372
 AI4372.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4372.been affixed to the stable North American tectonic plate. See 
 AI4372.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4372
 AI4372.The horizontal coordinates are valid at the epoch date displayed above
 AI4372.which is a decimal equivalence of Year/Month/Day.
 AI4372
 AI4372.The orthometric height was determined by GPS observations and a
 AI4372.high-resolution geoid model.
 AI4372
 AI4372.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4372.GEOID18 height accuracy estimate available here.
 AI4372
 AI4372.Click photographs - Photos may exist for this station.
 AI4372
 AI4372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4372
 AI4372.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4372
 AI4372.The ellipsoidal height was determined by GPS observations
 AI4372.and is referenced to NAD 83.
 AI4372
 AI4372. The following values were computed from the NAD 83(2011) position.
 AI4372
 AI4372;                    North         East     Units Scale Factor Converg.
 AI4372;SPC NJ       -   107,540.888   112,995.167   MT  0.99991685   -0 16 35.8
 AI4372;SPC NJ       -   352,823.73    370,718.31   sFT  0.99991685   -0 16 35.8
 AI4372;UTM  18      - 4,405,703.190   505,809.649   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0580905703(NAD 83)
 AI4372
 AI4372                          SUPERSEDED SURVEY CONTROL
 AI4372
 AI4372  NAD 83(2007)-  39 48 04.58779(N)    074 55 55.68856(W) AD(2002.00) 0
 AI4372  ELLIP H (02/10/07)   15.295  (m)                       GP(2002.00)    
 AI4372  ELLIP H (09/25/02)   15.302  (m)                       GP(       ) 4 1
 AI4372  NAD 83(1996)-  39 48 04.58729(N)    074 55 55.68846(W) AD(       ) 1
 AI4372  ELLIP H (03/31/00)   15.296  (m)                       GP(       ) 3 1
 AI4372
 AI4372.Superseded values are not recommended for survey control.
 AI4372
 AI4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4372.See file dsdata.pdf to determine how the superseded data were derived.
 AI4372
 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 = JULY 24, 2026 22:12:30 EDT
 KV0083 ***********************************************************************
 KV0083  DESIGNATION -  9717
 KV0083  PID         -  KV0083
 KV0083  STATE/COUNTY-  NJ/ESSEX
 KV0083  COUNTRY     -  US
 KV0083  USGS QUAD   -  ELIZABETH (2016)
 KV0083
 KV0083                         *CURRENT SURVEY CONTROL
 KV0083  ______________________________________________________________________
 KV0083* NAD 83(1986) POSITION- 40 42 28.     (N) 074 11 31.     (W)   SCALED
 KV0083* NAVD 88 ORTHO HEIGHT -     2.420 (meters)        7.94  (feet) ADJUSTED
 KV0083  ______________________________________________________________________
 KV0083  GEOID HEIGHT    -        -32.376 (meters)                     GEOID18
 KV0083  DYNAMIC HEIGHT  -          2.419 (meters)        7.94  (feet) COMP
 KV0083  MODELED GRAVITY -    980,218.7   (mgal)                       NAVD 88
 KV0083
 KV0083  VERT ORDER      -  FIRST     CLASS I
 KV0083
 KV0083.The horizontal coordinates were scaled from a map and have
 KV0083.an estimated accuracy of +/- 6 seconds.
 KV0083
 KV0083.The orthometric height was determined by differential leveling and
 KV0083.adjusted by the NATIONAL GEODETIC SURVEY
 KV0083.in June 1991.
 KV0083
 KV0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0083.GEOID18 height accuracy estimate available here.
 KV0083
 KV0083.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL682066(NAD 83)
 KV0083
 KV0083                          SUPERSEDED SURVEY CONTROL
 KV0083
 KV0083  NGVD 29 (04/16/92)    2.756  (m)            9.04   (f) ADJUSTED    1 1
 KV0083  NGVD 29 (??/??/87)    2.755  (m)            9.04   (f) SUPERSEDED  1 1
 KV0083
 KV0083.Superseded values are not recommended for survey control.
 KV0083
 KV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0083.See file dsdata.pdf to determine how the superseded data were derived.
 KV0083
 KV0083_MARKER: DD = SURVEY DISK
 KV0083_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV0079 ***********************************************************************
 KV0079  DESIGNATION -  9720 NJGS
 KV0079  PID         -  KV0079
 KV0079  STATE/COUNTY-  NJ/ESSEX
 KV0079  COUNTRY     -  US
 KV0079  USGS QUAD   -  ELIZABETH (2016)
 KV0079
 KV0079                         *CURRENT SURVEY CONTROL
 KV0079  ______________________________________________________________________
 KV0079* NAD 83(1986) POSITION- 40 41 24.     (N) 074 12 11.     (W)   SCALED
 KV0079* NAVD 88 ORTHO HEIGHT -     7.499 (meters)       24.60  (feet) ADJUSTED
 KV0079  ______________________________________________________________________
 KV0079  GEOID HEIGHT    -        -32.406 (meters)                     GEOID18
 KV0079  DYNAMIC HEIGHT  -          7.496 (meters)       24.59  (feet) COMP
 KV0079  MODELED GRAVITY -    980,218.1   (mgal)                       NAVD 88
 KV0079
 KV0079  VERT ORDER      -  FIRST     CLASS I
 KV0079
 KV0079.The horizontal coordinates were scaled from a map and have
 KV0079.an estimated accuracy of +/- 6 seconds.
 KV0079
 KV0079.The orthometric height was determined by differential leveling and
 KV0079.adjusted by the NATIONAL GEODETIC SURVEY
 KV0079.in June 1991.
 KV0079
 KV0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0079.GEOID18 height accuracy estimate available here.
 KV0079
 KV0079.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL673046(NAD 83)
 KV0079
 KV0079                          SUPERSEDED SURVEY CONTROL
 KV0079
 KV0079  NGVD 29 (04/16/92)    7.834  (m)           25.70   (f) ADJUSTED    1 1
 KV0079  NGVD 29 (??/??/87)    7.834  (m)           25.70   (f) SUPERSEDED  1 1
 KV0079
 KV0079.Superseded values are not recommended for survey control.
 KV0079
 KV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0079.See file dsdata.pdf to determine how the superseded data were derived.
 KV0079
 KV0079_MARKER: DD = SURVEY DISK
 KV0079_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0604 ***********************************************************************
 JU0604  DESIGNATION -  98
 JU0604  PID         -  JU0604
 JU0604  STATE/COUNTY-  NJ/CAMDEN
 JU0604  COUNTRY     -  US
 JU0604  USGS QUAD   -  HAMMONTON (2019)
 JU0604
 JU0604                         *CURRENT SURVEY CONTROL
 JU0604  ______________________________________________________________________
 JU0604* NAD 83(1986) POSITION- 39 43 14.     (N) 074 45 39.     (W)   SCALED
 JU0604* NAVD 88 ORTHO HEIGHT -    17.968 (meters)       58.95  (feet) ADJUSTED
 JU0604  ______________________________________________________________________
 JU0604  GEOID HEIGHT    -        -33.169 (meters)                     GEOID18
 JU0604  DYNAMIC HEIGHT  -         17.960 (meters)       58.92  (feet) COMP
 JU0604  MODELED GRAVITY -    980,148.2   (mgal)                       NAVD 88
 JU0604
 JU0604  VERT ORDER      -  SECOND    CLASS 0
 JU0604
 JU0604.The horizontal coordinates were scaled from a map and have
 JU0604.an estimated accuracy of +/- 6 seconds.
 JU0604
 JU0604.The orthometric height was determined by differential leveling and
 JU0604.adjusted by the NATIONAL GEODETIC SURVEY
 JU0604.in June 1991.
 JU0604
 JU0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0604.GEOID18 height accuracy estimate available here.
 JU0604
 JU0604.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ204967(NAD 83)
 JU0604
 JU0604                          SUPERSEDED SURVEY CONTROL
 JU0604
 JU0604  NGVD 29 (11/26/84)   18.345  (m)           60.19   (f) ADJUSTED    2 0
 JU0604
 JU0604.Superseded values are not recommended for survey control.
 JU0604
 JU0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0604.See file dsdata.pdf to determine how the superseded data were derived.
 JU0604
 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 = JULY 24, 2026 22:12:30 EDT
 KV0106 ***********************************************************************
 KV0106  DESIGNATION -  98 C OF N
 KV0106  PID         -  KV0106
 KV0106  STATE/COUNTY-  NJ/ESSEX
 KV0106  COUNTRY     -  US
 KV0106  USGS QUAD   -  ELIZABETH (2016)
 KV0106
 KV0106                         *CURRENT SURVEY CONTROL
 KV0106  ______________________________________________________________________
 KV0106* NAD 83(1986) POSITION- 40 44 21.     (N) 074 10 00.     (W)   SCALED
 KV0106* NAVD 88 ORTHO HEIGHT -    10.467 (meters)       34.34  (feet) ADJUSTED
 KV0106  ______________________________________________________________________
 KV0106  GEOID HEIGHT    -        -32.302 (meters)                     GEOID18
 KV0106  DYNAMIC HEIGHT  -         10.463 (meters)       34.33  (feet) COMP
 KV0106  MODELED GRAVITY -    980,221.6   (mgal)                       NAVD 88
 KV0106
 KV0106  VERT ORDER      -  FIRST     CLASS II
 KV0106
 KV0106.The horizontal coordinates were scaled from a map and have
 KV0106.an estimated accuracy of +/- 6 seconds.
 KV0106
 KV0106.The orthometric height was determined by differential leveling and
 KV0106.adjusted by the NATIONAL GEODETIC SURVEY
 KV0106.in June 1991.
 KV0106
 KV0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0106.GEOID18 height accuracy estimate available here.
 KV0106
 KV0106.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL703101(NAD 83)
 KV0106
 KV0106                          SUPERSEDED SURVEY CONTROL
 KV0106
 KV0106  NGVD 29 (11/26/84)   10.804  (m)           35.45   (f) ADJUSTED    1 2
 KV0106
 KV0106.Superseded values are not recommended for survey control.
 KV0106
 KV0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0106.See file dsdata.pdf to determine how the superseded data were derived.
 KV0106
 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 = JULY 24, 2026 22:12:30 EDT
 JU0605 ***********************************************************************
 JU0605  DESIGNATION -  99
 JU0605  PID         -  JU0605
 JU0605  STATE/COUNTY-  NJ/CAMDEN
 JU0605  COUNTRY     -  US
 JU0605  USGS QUAD   -  HAMMONTON (2019)
 JU0605
 JU0605                         *CURRENT SURVEY CONTROL
 JU0605  ______________________________________________________________________
 JU0605* NAD 83(1986) POSITION- 39 42 46.     (N) 074 46 35.     (W)   SCALED
 JU0605* NAVD 88 ORTHO HEIGHT -    20.256 (meters)       66.46  (feet) ADJUSTED
 JU0605  ______________________________________________________________________
 JU0605  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 JU0605  DYNAMIC HEIGHT  -         20.246 (meters)       66.42  (feet) COMP
 JU0605  MODELED GRAVITY -    980,145.8   (mgal)                       NAVD 88
 JU0605
 JU0605  VERT ORDER      -  SECOND    CLASS 0
 JU0605
 JU0605.The horizontal coordinates were scaled from a map and have
 JU0605.an estimated accuracy of +/- 6 seconds.
 JU0605
 JU0605.The orthometric height was determined by differential leveling and
 JU0605.adjusted by the NATIONAL GEODETIC SURVEY
 JU0605.in June 1991.
 JU0605
 JU0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0605.GEOID18 height accuracy estimate available here.
 JU0605
 JU0605.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ191959(NAD 83)
 JU0605
 JU0605                          SUPERSEDED SURVEY CONTROL
 JU0605
 JU0605  NGVD 29 (11/26/84)   20.631  (m)           67.69   (f) ADJUSTED    2 0
 JU0605
 JU0605.Superseded values are not recommended for survey control.
 JU0605
 JU0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0605.See file dsdata.pdf to determine how the superseded data were derived.
 JU0605
 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 = JULY 24, 2026 22:12:30 EDT
 KV0165 ***********************************************************************
 KV0165  DESIGNATION -  99.45
 KV0165  PID         -  KV0165
 KV0165  STATE/COUNTY-  NJ/PASSAIC
 KV0165  COUNTRY     -  US
 KV0165  USGS QUAD   -  PATERSON (2016)
 KV0165
 KV0165                         *CURRENT SURVEY CONTROL
 KV0165  ______________________________________________________________________
 KV0165* NAD 83(1986) POSITION- 40 54 38.8    (N) 074 10 18.4    (W)   HD_HELD2
 KV0165* NAVD 88 ORTHO HEIGHT -    29.986 (meters)       98.38  (feet) POSTED
 KV0165  ______________________________________________________________________
 KV0165  GEOID HEIGHT    -        -32.240 (meters)                     GEOID18
 KV0165  DYNAMIC HEIGHT  -         29.97  (meters)       98.3   (feet) COMP
 KV0165  MODELED GRAVITY -    980,208.5   (mgal)                       NAVD 88
 KV0165
 KV0165  VERT ORDER      -  * POSTED, SEE BELOW
 KV0165
 KV0165.The horizontal coordinates were established by autonomous hand held GPS
 KV0165.observations and have an estimated accuracy of +/- 10 meters.
 KV0165
 KV0165.The orthometric height was determined by differential leveling
 KV0165.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KV0165
 KV0165.* This is a POSTED BENCH MARK height.
 KV0165
 KV0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0165.GEOID18 height accuracy estimate available here.
 KV0165
 KV0165.Click photographs - Photos may exist for this station.
 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       -   230,692.      177,649.      MT  (+/- 10 meters HH2 GPS)
 KV0165
 KV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6974829182(NAD 83)
 KV0165
 KV0165                          SUPERSEDED SURVEY CONTROL
 KV0165
 KV0165  NGVD 29 (11/26/84)   30.271  (m)           99.31   (f) ADJUSTED    1 2
 KV0165
 KV0165.Superseded values are not recommended for survey control.
 KV0165
 KV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0165.See file dsdata.pdf to determine how the superseded data were derived.
 KV0165
 KV0165_MARKER: X = CHISELED CROSS
 KV0165_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AS3498 ***********************************************************************
 AS3498  DESIGNATION -  9919
 AS3498  PID         -  AS3498
 AS3498  STATE/COUNTY-  NJ/CAMDEN
 AS3498  COUNTRY     -  US
 AS3498  USGS QUAD   -  CAMDEN (2019)
 AS3498
 AS3498                         *CURRENT SURVEY CONTROL
 AS3498  ______________________________________________________________________
 AS3498* NAD 83(1986) POSITION- 39 57 49.84   (N) 075 04 22.95   (W)   HD_HELD1
 AS3498* NAVD 88 ORTHO HEIGHT -    21.150 (meters)       69.39  (feet) ADJUSTED
 AS3498  ______________________________________________________________________
 AS3498  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 AS3498  DYNAMIC HEIGHT  -         21.140 (meters)       69.36  (feet) COMP
 AS3498  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 AS3498
 AS3498  VERT ORDER      -  FIRST     CLASS II
 AS3498
 AS3498.The horizontal coordinates were determined by differentially corrected
 AS3498.hand held GPS observations or other comparable positioning techniques
 AS3498.and have an estimated accuracy of +/- 3 meters.
 AS3498
 AS3498.The orthometric height was determined by differential leveling and
 AS3498.adjusted by the NATIONAL GEODETIC SURVEY
 AS3498.in March 2005.
 AS3498
 AS3498.No vertical observational check was made to the station.
 AS3498
 AS3498.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS3498.GEOID18 height accuracy estimate available here.
 AS3498
 AS3498.Click photographs - Photos may exist for this station.
 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       -   125,657.6     101,044.7     MT  (+/- 3 meters HH1 GPS) 
 AS3498
 AS3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9376123746(NAD 83)
 AS3498
 AS3498                          SUPERSEDED SURVEY CONTROL
 AS3498
 AS3498.No superseded survey control is available for this station.
 AS3498
 AS3498_MARKER: DD = SURVEY DISK
 AS3498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3498_STAMPING: 9919 70.625
 AS3498_MARK LOGO: NJDCED
 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 = JULY 24, 2026 22:12:30 EDT
 AS3495 ***********************************************************************
 AS3495  DESIGNATION -  9920
 AS3495  PID         -  AS3495
 AS3495  STATE/COUNTY-  NJ/CAMDEN
 AS3495  COUNTRY     -  US
 AS3495  USGS QUAD   -  CAMDEN (2019)
 AS3495
 AS3495                         *CURRENT SURVEY CONTROL
 AS3495  ______________________________________________________________________
 AS3495* NAD 83(1986) POSITION- 39 57 58.70   (N) 075 04 03.55   (W)   HD_HELD1
 AS3495* NAVD 88 ORTHO HEIGHT -    17.866 (meters)       58.62  (feet) ADJUSTED
 AS3495  ______________________________________________________________________
 AS3495  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 AS3495  DYNAMIC HEIGHT  -         17.858 (meters)       58.59  (feet) COMP
 AS3495  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 AS3495
 AS3495  VERT ORDER      -  FIRST     CLASS II
 AS3495
 AS3495.The horizontal coordinates were determined by differentially corrected
 AS3495.hand held GPS observations or other comparable positioning techniques
 AS3495.and have an estimated accuracy of +/- 3 meters.
 AS3495
 AS3495.The orthometric height was determined by differential leveling and
 AS3495.adjusted by the NATIONAL GEODETIC SURVEY
 AS3495.in March 2005.
 AS3495
 AS3495.No vertical observational check was made to the station.
 AS3495
 AS3495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS3495.GEOID18 height accuracy estimate available here.
 AS3495
 AS3495.Click photographs - Photos may exist for this station.
 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       -   125,927.8     101,506.8     MT  (+/- 3 meters HH1 GPS) 
 AS3495
 AS3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9422224019(NAD 83)
 AS3495
 AS3495                          SUPERSEDED SURVEY CONTROL
 AS3495
 AS3495.No superseded survey control is available for this station.
 AS3495
 AS3495_MARKER: DD = SURVEY DISK
 AS3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3495_STAMPING: 9920 59.568
 AS3495_MARK LOGO: NJDCED
 AS3495_PROJECTION: FLUSH
 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 SUITABLE FOR
 AS3495+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 AS3495
 AS3495  HISTORY     - Date     Condition        Report By
 AS3495  HISTORY     - 1939     MONUMENTED       NJGS
 AS3495  HISTORY     - 20000706 GOOD             NJGS
 AS3495  HISTORY     - 20070714 GOOD             UE
 AS3495  HISTORY     - 20230213 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.
 AS3495
 AS3495                          STATION RECOVERY (2007)
 AS3495
 AS3495'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AS3495'RECOVERED IN GOOD CONDITION.
 AS3495
 AS3495                          STATION RECOVERY (2023)
 AS3495
 AS3495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 AS3495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AS3493 ***********************************************************************
 AS3493  DESIGNATION -  9921
 AS3493  PID         -  AS3493
 AS3493  STATE/COUNTY-  NJ/CAMDEN
 AS3493  COUNTRY     -  US
 AS3493  USGS QUAD   -  CAMDEN (2019)
 AS3493
 AS3493                         *CURRENT SURVEY CONTROL
 AS3493  ______________________________________________________________________
 AS3493* NAD 83(1986) POSITION- 39 58 05.     (N) 075 03 55.     (W)   SCALED
 AS3493* NAVD 88 ORTHO HEIGHT -     6.618 (meters)       21.71  (feet) ADJUSTED
 AS3493  ______________________________________________________________________
 AS3493  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 AS3493  DYNAMIC HEIGHT  -          6.615 (meters)       21.70  (feet) COMP
 AS3493  MODELED GRAVITY -    980,188.7   (mgal)                       NAVD 88
 AS3493
 AS3493  VERT ORDER      -  FIRST     CLASS II
 AS3493
 AS3493.The horizontal coordinates were scaled from a map and have
 AS3493.an estimated accuracy of +/- 6 seconds.
 AS3493
 AS3493.The orthometric height was determined by differential leveling and
 AS3493.adjusted by the NATIONAL GEODETIC SURVEY
 AS3493.in March 2005.
 AS3493
 AS3493.No vertical observational check was made to the station.
 AS3493
 AS3493.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS3493.GEOID18 height accuracy estimate available here.
 AS3493
 AS3493.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK944242(NAD 83)
 AS3493
 AS3493                          SUPERSEDED SURVEY CONTROL
 AS3493
 AS3493.No superseded survey control is available for this station.
 AS3493
 AS3493_MARKER: DD = SURVEY DISK
 AS3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3493_STAMPING: 9921 22.883
 AS3493_MARK LOGO: NJDCED
 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 = JULY 24, 2026 22:12:30 EDT
 AS3491 ***********************************************************************
 AS3491  DESIGNATION -  9923
 AS3491  PID         -  AS3491
 AS3491  STATE/COUNTY-  NJ/CAMDEN
 AS3491  COUNTRY     -  US
 AS3491  USGS QUAD   -  CAMDEN (2019)
 AS3491
 AS3491                         *CURRENT SURVEY CONTROL
 AS3491  ______________________________________________________________________
 AS3491* NAD 83(1986) POSITION- 39 58 44.63   (N) 075 03 16.29   (W)   HD_HELD1
 AS3491* NAVD 88 ORTHO HEIGHT -     3.569 (meters)       11.71  (feet) ADJUSTED
 AS3491  ______________________________________________________________________
 AS3491  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 AS3491  DYNAMIC HEIGHT  -          3.567 (meters)       11.70  (feet) COMP
 AS3491  MODELED GRAVITY -    980,188.1   (mgal)                       NAVD 88
 AS3491
 AS3491  VERT ORDER      -  FIRST     CLASS II
 AS3491
 AS3491.The horizontal coordinates were determined by differentially corrected
 AS3491.hand held GPS observations or other comparable positioning techniques
 AS3491.and have an estimated accuracy of +/- 3 meters.
 AS3491
 AS3491.The orthometric height was determined by differential leveling and
 AS3491.adjusted by the NATIONAL GEODETIC SURVEY
 AS3491.in March 2005.
 AS3491
 AS3491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS3491.GEOID18 height accuracy estimate available here.
 AS3491
 AS3491.Click photographs - Photos may exist for this station.
 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       -   127,337.3     102,637.1     MT  (+/- 3 meters HH1 GPS) 
 AS3491
 AS3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9534425434(NAD 83)
 AS3491
 AS3491                          SUPERSEDED SURVEY CONTROL
 AS3491
 AS3491.No superseded survey control is available for this station.
 AS3491
 AS3491_MARKER: DD = SURVEY DISK
 AS3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3491_STAMPING: 9923 12.938
 AS3491_MARK LOGO: NJDCED
 AS3491_PROJECTION: RECESSED 9 CENTIMETERS
 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 SUITABLE FOR
 AS3491+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2021
 AS3491
 AS3491  HISTORY     - Date     Condition        Report By
 AS3491  HISTORY     - 1939     MONUMENTED       NJGS
 AS3491  HISTORY     - 20000706 GOOD             NJGS
 AS3491  HISTORY     - 20100621 GOOD             GEOCAC
 AS3491  HISTORY     - 20210715 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.
 AS3491
 AS3491                          STATION RECOVERY (2010)
 AS3491
 AS3491'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 AS3491'DISK OUTER RING READS N.J. DEPARTMENT OF CONSERVATION AND DEVELOPMENT.
 AS3491'
 AS3491'INNER RING READS GEODETIC CONTROL SURVEY.
 AS3491'CENTER READS STATION NO. 9923 ELEVATION 12.938 FEET.  DISK HAS
 AS3491'CENTERPUNCHED LEVEL LINE.
 AS3491'SATELLITE VIEWS SEEMED ADEQUATE HERE.
 AS3491
 AS3491                          STATION RECOVERY (2021)
 AS3491
 AS3491'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AS3491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AS3489 ***********************************************************************
 AS3489  DESIGNATION -  9924
 AS3489  PID         -  AS3489
 AS3489  STATE/COUNTY-  NJ/CAMDEN
 AS3489  COUNTRY     -  US
 AS3489  USGS QUAD   -  CAMDEN (2019)
 AS3489
 AS3489                         *CURRENT SURVEY CONTROL
 AS3489  ______________________________________________________________________
 AS3489* NAD 83(1986) POSITION- 39 58 55.     (N) 075 03 07.     (W)   SCALED
 AS3489* NAVD 88 ORTHO HEIGHT -     6.172 (meters)       20.25  (feet) ADJUSTED
 AS3489  ______________________________________________________________________
 AS3489  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 AS3489  DYNAMIC HEIGHT  -          6.170 (meters)       20.24  (feet) COMP
 AS3489  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 AS3489
 AS3489  VERT ORDER      -  FIRST     CLASS II
 AS3489
 AS3489.The horizontal coordinates were scaled from a map and have
 AS3489.an estimated accuracy of +/- 6 seconds.
 AS3489
 AS3489.The orthometric height was determined by differential leveling and
 AS3489.adjusted by the NATIONAL GEODETIC SURVEY
 AS3489.in March 2005.
 AS3489
 AS3489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS3489.GEOID18 height accuracy estimate available here.
 AS3489
 AS3489.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK955257(NAD 83)
 AS3489
 AS3489                          SUPERSEDED SURVEY CONTROL
 AS3489
 AS3489.No superseded survey control is available for this station.
 AS3489
 AS3489_MARKER: DD = SURVEY DISK
 AS3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3489_STAMPING: 9924 21.491
 AS3489_MARK LOGO: NJDCED
 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  HISTORY     - 20070227 MARK NOT FOUND   UE
 AS3489  HISTORY     - 20100621 MARK NOT FOUND   GEOCAC
 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.
 AS3489
 AS3489                          STATION RECOVERY (2007)
 AS3489
 AS3489'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AS3489'RECENT CONSTRUCTION. NEW SIDEWALK.
 AS3489
 AS3489                          STATION RECOVERY (2010)
 AS3489
 AS3489'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 AS3489'
 AS3489'DESCRIBED POSITION IS ABOUT 20 FEET ROUGHLY SSW OF PUBLISHED POSITION.
 AS3489'
 AS3489'A REASONABLE SEARCH OF THE DESCRIBED AREA AND THE PUBLISHED POSITION
 AS3489'DID NOT REVEAL ANY CONCRETE MONUMENT OR MARK.
 AS3489'PER 2007 REPORT IT APPEARS THAT WORK WAS DONE TO EXTEND THE DRIVEWAY
 AS3489'TO THE BUSINESS AT THIS LOCATION AND POSSIBLY ENLARGE THE ASPHALT
 AS3489'PARKING AREA AND THIS WORK CAUSED DESTRUCTION OF THIS MARK.
 AS3489'CERTAINLY LOST, LIKELY DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AS3486 ***********************************************************************
 AS3486  DESIGNATION -  9925
 AS3486  PID         -  AS3486
 AS3486  STATE/COUNTY-  NJ/CAMDEN
 AS3486  COUNTRY     -  US
 AS3486  USGS QUAD   -  CAMDEN (2019)
 AS3486
 AS3486                         *CURRENT SURVEY CONTROL
 AS3486  ______________________________________________________________________
 AS3486* NAD 83(1986) POSITION- 39 59 03.2    (N) 075 02 57.9    (W)   HD_HELD2
 AS3486* NAVD 88 ORTHO HEIGHT -     9.750 (meters)       31.99  (feet) ADJUSTED
 AS3486  ______________________________________________________________________
 AS3486  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 AS3486  DYNAMIC HEIGHT  -          9.746 (meters)       31.98  (feet) COMP
 AS3486  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 AS3486
 AS3486  VERT ORDER      -  FIRST     CLASS II
 AS3486
 AS3486.The horizontal coordinates were established by autonomous hand held GPS
 AS3486.observations and have an estimated accuracy of +/- 10 meters.
 AS3486
 AS3486.The orthometric height was determined by differential leveling and
 AS3486.adjusted by the NATIONAL GEODETIC SURVEY
 AS3486.in March 2005.
 AS3486
 AS3486.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS3486.GEOID18 height accuracy estimate available here.
 AS3486
 AS3486.Click photographs - Photos may exist for this station.
 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       -   127,907.      103,077.      MT  (+/- 10 meters HH2 GPS)
 AS3486
 AS3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9578026007(NAD 83)
 AS3486
 AS3486                          SUPERSEDED SURVEY CONTROL
 AS3486
 AS3486.No superseded survey control is available for this station.
 AS3486
 AS3486_MARKER: DD = SURVEY DISK
 AS3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3486_STAMPING: 9925 33.318
 AS3486_MARK LOGO: NJDCED
 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  HISTORY     - 20100621 GOOD             GEOCAC
 AS3486  HISTORY     - 20210702 MARK NOT FOUND   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.
 AS3486
 AS3486                          STATION RECOVERY (2010)
 AS3486
 AS3486'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 AS3486'APPROACHED 8357 RIVER ROAD.  OBSERVED A WOMAN ENTERING.
 AS3486'ASKED HER FOR PERMISSION TO LOOK FOR MARK.  SHE REPLIED HER DAUGHTER
 AS3486'LIVED THERE.
 AS3486'HER DAUGHTER CAME OUT AND DID NOT OBJECT TO MY TAKING MEASUREMENTS AND
 AS3486'PROBING FOR MARK.  SHE SAT ON STEPS AND WATCHED ME WORK.  AN
 AS3486'UNIDENTIFIED MALE CAME OUT AND JOINED HER.
 AS3486'I FOUND WHAT APPEARED TO BE A CONCRETE MASS OF THE TYPICAL SIZE  AND
 AS3486'SHAPE APPROXIMATELY 2 INCHES BELOW GROUND AT THE DESCRIBED POSITION
 AS3486'AND ASKED PERMISSION TO CAREFULLY EXPOSE IT.
 AS3486'AT THIS TIME THEY INDICATED THEY DID NOT OWN THE PROPERTY.  I ASKED IF
 AS3486'I COULD SPEAK TO THE OWNER AND THEY DIRECTED ME TO THE BACK DWELLING
 AS3486'AS THE HOUSE IS A DUPLEX.
 AS3486'THOUGH THERE WAS CLEARLY SOMEONE THERE THEY DID NOT ANSWER WHEN I
 AS3486'KNOCKED SO I PACKED UP AND LEFT.
 AS3486'MY THEORY IS THE MARK IS THERE AND PROTECTED BY BEING BURIED BASED ON
 AS3486'THE APPARENT MONUMENT I BELIEVE I FOUND EXACTLY WHERE IT WAS DESCRIBED
 AS3486'TO BE SO I'M REPORTING IT AS SUCH.
 AS3486'SATELLITE VIEWS COMPROMISED BY NEARBY STRUCTURES.
 AS3486
 AS3486                          STATION RECOVERY (2021)
 AS3486
 AS3486'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AS3486'MONUMENT IS MISSING, SIDEWALKS AND CURB HAVE BEEN REPLACED.  PRESUMED
 AS3486'DUG UP DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0658 ***********************************************************************
 JU0658  DESIGNATION -  A 10
 JU0658  PID         -  JU0658
 JU0658  STATE/COUNTY-  NJ/SALEM
 JU0658  COUNTRY     -  US
 JU0658  USGS QUAD   -  PENNS GROVE (2019)
 JU0658
 JU0658                         *CURRENT SURVEY CONTROL
 JU0658  ______________________________________________________________________
 JU0658* NAD 83(1986) POSITION- 39 43 49.3    (N) 075 28 10.4    (W)   HD_HELD2
 JU0658* NAVD 88 ORTHO HEIGHT -     3.566 (meters)       11.70  (feet) ADJUSTED
 JU0658  ______________________________________________________________________
 JU0658  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 JU0658  DYNAMIC HEIGHT  -          3.565 (meters)       11.70  (feet) COMP
 JU0658  MODELED GRAVITY -    980,165.3   (mgal)                       NAVD 88
 JU0658
 JU0658  VERT ORDER      -  FIRST     CLASS II
 JU0658
 JU0658.The horizontal coordinates were established by autonomous hand held GPS
 JU0658.observations and have an estimated accuracy of +/- 10 meters.
 JU0658
 JU0658.The orthometric height was determined by differential leveling and
 JU0658.adjusted by the NATIONAL GEODETIC SURVEY
 JU0658.in May 2011.
 JU0658
 JU0658.No vertical observational check was made to the station.
 JU0658
 JU0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0658.GEOID18 height accuracy estimate available here.
 JU0658
 JU0658.Click photographs - Photos may exist for this station.
 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       -   100,028.       66,889.      MT  (+/- 10 meters HH2 GPS)
 JU0658
 JU0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5976197936(NAD 83)
 JU0658
 JU0658                          SUPERSEDED SURVEY CONTROL
 JU0658
 JU0658  NAVD 88 (??/??/92)    3.538  (m)           11.61   (f) SUPERSEDED  3 0
 JU0658  NGVD 29 (11/26/84)    3.886  (m)           12.75   (f) ADJUSTED    1 2
 JU0658
 JU0658.Superseded values are not recommended for survey control.
 JU0658
 JU0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0658.See file dsdata.pdf to determine how the superseded data were derived.
 JU0658
 JU0658_MARKER: DB = BENCH MARK DISK
 JU0658_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU0658_SP_SET: BRICK WALL
 JU0658_STAMPING: 12.749 A 10 1930
 JU0658_MARK LOGO: CGS
 JU0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0658+STABILITY: SURFACE MOTION
 JU0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0658+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 JU0658
 JU0658  HISTORY     - Date     Condition        Report By
 JU0658  HISTORY     - 1930     MONUMENTED       CGS
 JU0658  HISTORY     - 1973     GOOD             NGS
 JU0658  HISTORY     - 20070517 GOOD             UE
 JU0658  HISTORY     - 20080304 GOOD             NJGS
 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.
 JU0658
 JU0658                          STATION RECOVERY (2007)
 JU0658
 JU0658'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0658'RECOVERED IN GOOD CONDITION.
 JU0658
 JU0658                          STATION RECOVERY (2008)
 JU0658
 JU0658'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 JU0658'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2203 ***********************************************************************
 JU2203  DESIGNATION -  A 100
 JU2203  PID         -  JU2203
 JU2203  STATE/COUNTY-  NJ/SALEM
 JU2203  COUNTRY     -  US
 JU2203  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2203
 JU2203                         *CURRENT SURVEY CONTROL
 JU2203  ______________________________________________________________________
 JU2203* NAD 83(2011) POSITION- 39 40 20.64298(N) 075 30 08.16096(W)   ADJUSTED
 JU2203* NAD 83(2011) ELLIP HT-   -29.108 (meters)        (06/27/12)   ADJUSTED
 JU2203* NAD 83(2011) EPOCH   -  2010.00
 JU2203* NAVD 88 ORTHO HEIGHT -     4.050 (meters)       13.29  (feet) ADJUSTED
 JU2203  ______________________________________________________________________
 JU2203  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 JU2203  NAD 83(2011) X  -  1,230,676.299 (meters)                     COMP
 JU2203  NAD 83(2011) Y  - -4,759,448.994 (meters)                     COMP
 JU2203  NAD 83(2011) Z  -  4,050,036.336 (meters)                     COMP
 JU2203  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 JU2203  DYNAMIC HEIGHT  -          4.048 (meters)       13.28  (feet) COMP
 JU2203  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 JU2203  OBS GRAVITY     -    980,152.2   (mgal)                       GRAV_OBS
 JU2203
 JU2203  VERT ORDER      -  FIRST     CLASS II
 JU2203
 JU2203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2203  Standards:
 JU2203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2203  -------------------------------------------------------------------
 JU2203  NETWORK    0.41   0.71           0.19   0.14   0.36     -0.02780295
 JU2203  -------------------------------------------------------------------
 JU2203  Click here for local accuracies and other accuracy information.
 JU2203
 JU2203.The horizontal coordinates were established by GPS observations
 JU2203.and adjusted by the National Geodetic Survey in June 2012.
 JU2203
 JU2203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2203.been affixed to the stable North American tectonic plate. See 
 JU2203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2203
 JU2203.The horizontal coordinates are valid at the epoch date displayed above
 JU2203.which is a decimal equivalence of Year/Month/Day.
 JU2203
 JU2203.The orthometric height was determined by differential leveling and
 JU2203.adjusted by the NATIONAL GEODETIC SURVEY
 JU2203.in June 1991.
 JU2203
 JU2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2203.GEOID18 height accuracy estimate available here.
 JU2203
 JU2203.Click photographs - Photos may exist for this station.
 JU2203
 JU2203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2203
 JU2203.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2203
 JU2203.The ellipsoidal height was determined by GPS observations
 JU2203.and is referenced to NAD 83.
 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
 JU2203.The observed gravity was obtained from relative gravimeter ties
 JU2203.to the IGSN71 gravity network.
 JU2203
 JU2203. The following values were computed from the NAD 83(2011) position.
 JU2203
 JU2203;                    North         East     Units Scale Factor Converg.
 JU2203;SPC NJ       -    93,624.376    64,012.741   MT  0.99999100   -0 38 23.6
 JU2203;SPC NJ       -   307,165.97    210,015.13   sFT  0.99999100   -0 38 23.6
 JU2203;UTM  18      - 4,391,518.485   456,922.364   MT  0.99962285   -0 19 14.3
 JU2203
 JU2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2203!SPC NJ       -   1.00000457  x   0.99999100  =   0.99999557
 JU2203!UTM  18      -   1.00000457  x   0.99962285  =   0.99962741
 JU2203
 JU2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5692291518(NAD 83)
 JU2203
 JU2203                          SUPERSEDED SURVEY CONTROL
 JU2203
 JU2203  NAD 83(2007)-  39 40 20.64304(N)    075 30 08.16191(W) AD(2002.00) B
 JU2203  ELLIP H (03/15/07)  -29.091  (m)                       GP(2002.00) 4 1
 JU2203  NAD 83(2007)-  39 40 20.64330(N)    075 30 08.16158(W) AD(2002.00) 0
 JU2203  ELLIP H (02/10/07)  -29.093  (m)                       GP(2002.00)    
 JU2203  ELLIP H (09/25/02)  -29.089  (m)                       GP(       ) 4 1
 JU2203  NAD 83(1996)-  39 40 20.64373(N)    075 30 08.16130(W) AD(       ) 1
 JU2203  ELLIP H (05/14/99)  -29.092  (m)                       GP(       ) 4 1
 JU2203  NAD 83(1992)-  39 40 20.64325(N)    075 30 08.16123(W) AD(       ) 1
 JU2203  ELLIP H (08/04/95)  -29.158  (m)                       GP(       ) 3 1
 JU2203  NAVD 88               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
 JU2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2203.See file dsdata.pdf to determine how the superseded data were derived.
 JU2203
 JU2203_MARKER: F = FLANGE-ENCASED ROD
 JU2203_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2203_STAMPING: A 100 1978
 JU2203_MARK LOGO: NGS
 JU2203_PROJECTION: RECESSED 10 CENTIMETERS
 JU2203_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2203+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2016
 JU2203_ROD/PIPE-DEPTH: 12 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  HISTORY     - 20060918 GOOD             NJDT
 JU2203  HISTORY     - 20061211 GOOD             NJDT
 JU2203  HISTORY     - 20080304 GOOD             NJGS
 JU2203  HISTORY     - 20080419 GOOD             GEOMET
 JU2203  HISTORY     - 20091112 GOOD             JCLS
 JU2203  HISTORY     - 20160524 GOOD             AAAS
 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.
 JU2203
 JU2203                          STATION RECOVERY (2006)
 JU2203
 JU2203'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (MVI)
 JU2203'RECOVERED AS DESCRIBED
 JU2203
 JU2203                          STATION RECOVERY (2006)
 JU2203
 JU2203'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (JFL)
 JU2203'RECOVERED AS DESCRIBED
 JU2203
 JU2203                          STATION RECOVERY (2008)
 JU2203
 JU2203'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 JU2203'RECOVERED AS DESCRIBED.
 JU2203'
 JU2203'NOTE-THE BRICK SIGN STRUCTURE HAS BEEN REPLACED WITH A WOODEN POST
 JU2203'CHURCH SIGN.
 JU2203
 JU2203                          STATION RECOVERY (2008)
 JU2203
 JU2203'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 JU2203'RECOVERED IN GOOD CONDITION.
 JU2203
 JU2203                          STATION RECOVERY (2009)
 JU2203
 JU2203'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 JU2203'RECOVERED IN GOOD CONDITION.
 JU2203
 JU2203                          STATION RECOVERY (2016)
 JU2203
 JU2203'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 JU2203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3407 ***********************************************************************
 KV3407  DESIGNATION -  A 101
 KV3407  PID         -  KV3407
 KV3407  STATE/COUNTY-  NJ/ESSEX
 KV3407  COUNTRY     -  US
 KV3407  USGS QUAD   -  ELIZABETH (2016)
 KV3407
 KV3407                         *CURRENT SURVEY CONTROL
 KV3407  ______________________________________________________________________
 KV3407* NAD 83(1986) POSITION- 40 44 27.     (N) 074 10 08.     (W)   SCALED
 KV3407* NAVD 88 ORTHO HEIGHT -    11.424 (meters)       37.48  (feet) ADJUSTED
 KV3407  ______________________________________________________________________
 KV3407  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 KV3407  DYNAMIC HEIGHT  -         11.420 (meters)       37.47  (feet) COMP
 KV3407  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 KV3407
 KV3407  VERT ORDER      -  FIRST     CLASS II
 KV3407
 KV3407.The horizontal coordinates were scaled from a map and have
 KV3407.an estimated accuracy of +/- 6 seconds.
 KV3407
 KV3407.The orthometric height was determined by differential leveling and
 KV3407.adjusted by the NATIONAL GEODETIC SURVEY
 KV3407.in June 1991.
 KV3407
 KV3407.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3407.GEOID18 height accuracy estimate available here.
 KV3407
 KV3407.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL701103(NAD 83)
 KV3407
 KV3407                          SUPERSEDED SURVEY CONTROL
 KV3407
 KV3407  NGVD 29 (11/26/84)   11.757  (m)           38.57   (f) ADJUSTED    1 2
 KV3407
 KV3407.Superseded values are not recommended for survey control.
 KV3407
 KV3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3407.See file dsdata.pdf to determine how the superseded data were derived.
 KV3407
 KV3407_MARKER: DV = VERTICAL CONTROL DISK
 KV3407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 LY2268 ***********************************************************************
 LY2268  DESIGNATION -  A 103
 LY2268  PID         -  LY2268
 LY2268  STATE/COUNTY-  NJ/BERGEN
 LY2268  COUNTRY     -  US
 LY2268  USGS QUAD   -  RAMSEY (2019)
 LY2268
 LY2268                         *CURRENT SURVEY CONTROL
 LY2268  ______________________________________________________________________
 LY2268* NAD 83(1986) POSITION- 41 04 22.     (N) 074 08 07.     (W)   SCALED
 LY2268* NAVD 88 ORTHO HEIGHT -   134.427 (meters)      441.03  (feet) ADJUSTED
 LY2268  ______________________________________________________________________
 LY2268  GEOID HEIGHT    -        -31.939 (meters)                     GEOID18
 LY2268  DYNAMIC HEIGHT  -        134.372 (meters)      440.85  (feet) COMP
 LY2268  MODELED GRAVITY -    980,214.0   (mgal)                       NAVD 88
 LY2268
 LY2268  VERT ORDER      -  FIRST     CLASS II
 LY2268
 LY2268.The horizontal coordinates were scaled from a map and have
 LY2268.an estimated accuracy of +/- 6 seconds.
 LY2268
 LY2268.The orthometric height was determined by differential leveling and
 LY2268.adjusted by the NATIONAL GEODETIC SURVEY
 LY2268.in June 1991.
 LY2268
 LY2268.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2268.GEOID18 height accuracy estimate available here.
 LY2268
 LY2268.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL726471(NAD 83)
 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
 LY2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2268.See file dsdata.pdf to determine how the superseded data were derived.
 LY2268
 LY2268_MARKER: I = METAL ROD
 LY2268_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV0015 ***********************************************************************
 KV0015  DESIGNATION -  A 11
 KV0015  PID         -  KV0015
 KV0015  STATE/COUNTY-  NJ/MIDDLESEX
 KV0015  COUNTRY     -  US
 KV0015  USGS QUAD   -  PERTH AMBOY (2016)
 KV0015
 KV0015                         *CURRENT SURVEY CONTROL
 KV0015  ______________________________________________________________________
 KV0015* NAD 83(1986) POSITION- 40 31 17.2    (N) 074 16 35.4    (W)   HD_HELD2
 KV0015* NAVD 88 ORTHO HEIGHT -    34.761 (meters)      114.05  (feet) ADJUSTED
 KV0015  ______________________________________________________________________
 KV0015  GEOID HEIGHT    -        -32.519 (meters)                     GEOID18
 KV0015  DYNAMIC HEIGHT  -         34.747 (meters)      114.00  (feet) COMP
 KV0015  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 KV0015
 KV0015  VERT ORDER      -  FIRST     CLASS I
 KV0015
 KV0015.The horizontal coordinates were established by autonomous hand held GPS
 KV0015.observations and have an estimated accuracy of +/- 10 meters.
 KV0015
 KV0015.The orthometric height was determined by differential leveling and
 KV0015.adjusted by the NATIONAL GEODETIC SURVEY
 KV0015.in June 1991.
 KV0015
 KV0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0015.GEOID18 height accuracy estimate available here.
 KV0015
 KV0015.Click photographs - Photos may exist for this station.
 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       -   187,434.      168,938.      MT  (+/- 10 meters HH2 GPS)
 KV0015
 KV0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6128585886(NAD 83)
 KV0015
 KV0015                          SUPERSEDED SURVEY CONTROL
 KV0015
 KV0015  NGVD 29 (04/16/92)   35.067  (m)          115.05   (f) ADJUSTED    1 1
 KV0015  NGVD 29 (??/??/87)   35.101  (m)          115.16   (f) SUPERSEDED  1 1
 KV0015
 KV0015.Superseded values are not recommended for survey control.
 KV0015
 KV0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0015.See file dsdata.pdf to determine how the superseded data were derived.
 KV0015
 KV0015_MARKER: DB = BENCH MARK DISK
 KV0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0015_SP_SET: BUILDING
 KV0015_STAMPING: 115.161 A 11 1933
 KV0015_MARK LOGO: CGS
 KV0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0015+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 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  HISTORY     - 20070923 GOOD             GEOCAC
 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.
 KV0015
 KV0015                          STATION RECOVERY (2007)
 KV0015
 KV0015'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0015'FOUND AS DESCRIBED.  BUILDING NOW HOUSES THE MILLENIUM BCPBANK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0698 ***********************************************************************
 LY0698  DESIGNATION -  A 11 1/4
 LY0698  PID         -  LY0698
 LY0698  STATE/COUNTY-  NJ/SUSSEX
 LY0698  COUNTRY     -  US
 LY0698  USGS QUAD   -  FRANKLIN (2019)
 LY0698
 LY0698                         *CURRENT SURVEY CONTROL
 LY0698  ______________________________________________________________________
 LY0698* NAD 83(1986) POSITION- 41 07 15.     (N) 074 35 28.     (W)   SCALED
 LY0698* NAVD 88 ORTHO HEIGHT -   167.956 (meters)      551.04  (feet) ADJUSTED
 LY0698  ______________________________________________________________________
 LY0698  GEOID HEIGHT    -        -32.493 (meters)                     GEOID18
 LY0698  DYNAMIC HEIGHT  -        167.883 (meters)      550.80  (feet) COMP
 LY0698  MODELED GRAVITY -    980,188.8   (mgal)                       NAVD 88
 LY0698
 LY0698  VERT ORDER      -  FIRST     CLASS II
 LY0698
 LY0698.The horizontal coordinates were scaled from a map and have
 LY0698.an estimated accuracy of +/- 6 seconds.
 LY0698
 LY0698.The orthometric height was determined by differential leveling and
 LY0698.adjusted by the NATIONAL GEODETIC SURVEY
 LY0698.in June 1991.
 LY0698
 LY0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0698.GEOID18 height accuracy estimate available here.
 LY0698
 LY0698.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343522(NAD 83)
 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
 LY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0698.See file dsdata.pdf to determine how the superseded data were derived.
 LY0698
 LY0698_MARKER: R = RIVET
 LY0698_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY0698_SP_SET: CURB
 LY0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0698+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2023
 LY0698
 LY0698  HISTORY     - Date     Condition        Report By
 LY0698  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0698  HISTORY     - 1934     GOOD             CGS
 LY0698  HISTORY     - 20060520 GOOD             GEOCAC
 LY0698  HISTORY     - 20231101 SEE DESCRIPTION  NJGS
 LY0698
 LY0698                          STATION DESCRIPTION
 LY0698
 LY0698'DESCRIBED BY COAST AND 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.
 LY0698
 LY0698                          STATION RECOVERY (2023)
 LY0698
 LY0698'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 LY0698'ALL CURBS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0121 ***********************************************************************
 KV0121  DESIGNATION -  A 12
 KV0121  PID         -  KV0121
 KV0121  STATE/COUNTY-  NJ/BERGEN
 KV0121  COUNTRY     -  US
 KV0121  USGS QUAD   -  WEEHAWKEN (2016)
 KV0121
 KV0121                         *CURRENT SURVEY CONTROL
 KV0121  ______________________________________________________________________
 KV0121* NAD 83(1986) POSITION- 40 49 01.     (N) 074 07 28.     (W)   SCALED
 KV0121* NAVD 88 ORTHO HEIGHT -     7.922 (meters)       25.99  (feet) ADJUSTED
 KV0121  ______________________________________________________________________
 KV0121  GEOID HEIGHT    -        -32.160 (meters)                     GEOID18
 KV0121  DYNAMIC HEIGHT  -          7.919 (meters)       25.98  (feet) COMP
 KV0121  MODELED GRAVITY -    980,224.9   (mgal)                       NAVD 88
 KV0121
 KV0121  VERT ORDER      -  FIRST     CLASS II
 KV0121
 KV0121.The horizontal coordinates were scaled from a map and have
 KV0121.an estimated accuracy of +/- 6 seconds.
 KV0121
 KV0121.The orthometric height was determined by differential leveling and
 KV0121.adjusted by the NATIONAL GEODETIC SURVEY
 KV0121.in June 1991.
 KV0121
 KV0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0121.GEOID18 height accuracy estimate available here.
 KV0121
 KV0121.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL738188(NAD 83)
 KV0121
 KV0121                          SUPERSEDED SURVEY CONTROL
 KV0121
 KV0121  NGVD 29 (11/26/84)    8.241  (m)           27.04   (f) ADJUSTED    1 2
 KV0121
 KV0121.Superseded values are not recommended for survey control.
 KV0121
 KV0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0121.See file dsdata.pdf to determine how the superseded data were derived.
 KV0121
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0190 ***********************************************************************
 KV0190  DESIGNATION -  A 13
 KV0190  PID         -  KV0190
 KV0190  STATE/COUNTY-  NJ/MORRIS
 KV0190  COUNTRY     -  US
 KV0190  USGS QUAD   -  POMPTON PLAINS (2016)
 KV0190
 KV0190                         *CURRENT SURVEY CONTROL
 KV0190  ______________________________________________________________________
 KV0190* NAD 83(1986) POSITION- 40 56 47.     (N) 074 17 10.     (W)   SCALED
 KV0190* NAVD 88 ORTHO HEIGHT -    54.882 (meters)      180.06  (feet) ADJUSTED
 KV0190  ______________________________________________________________________
 KV0190  GEOID HEIGHT    -        -32.394 (meters)                     GEOID18
 KV0190  DYNAMIC HEIGHT  -         54.859 (meters)      179.98  (feet) COMP
 KV0190  MODELED GRAVITY -    980,205.6   (mgal)                       NAVD 88
 KV0190
 KV0190  VERT ORDER      -  FIRST     CLASS II
 KV0190
 KV0190.The horizontal coordinates were scaled from a map and have
 KV0190.an estimated accuracy of +/- 6 seconds.
 KV0190
 KV0190.The orthometric height was determined by differential leveling and
 KV0190.adjusted by the NATIONAL GEODETIC SURVEY
 KV0190.in June 1991.
 KV0190
 KV0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0190.GEOID18 height accuracy estimate available here.
 KV0190
 KV0190.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL600330(NAD 83)
 KV0190
 KV0190                          SUPERSEDED SURVEY CONTROL
 KV0190
 KV0190  NGVD 29 (11/26/84)   55.160  (m)          180.97   (f) ADJUSTED    1 2
 KV0190
 KV0190.Superseded values are not recommended for survey control.
 KV0190
 KV0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0190.See file dsdata.pdf to determine how the superseded data were derived.
 KV0190
 KV0190_MARKER: DB = BENCH MARK DISK
 KV0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0190_STAMPING: 180.971 A 13 1933
 KV0190_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0719 ***********************************************************************
 LY0719  DESIGNATION -  A 14
 LY0719  PID         -  LY0719
 LY0719  STATE/COUNTY-  NJ/SUSSEX
 LY0719  COUNTRY     -  US
 LY0719  USGS QUAD   -  HAMBURG (2019)
 LY0719
 LY0719                         *CURRENT SURVEY CONTROL
 LY0719  ______________________________________________________________________
 LY0719* NAD 83(1986) POSITION- 41 14 06.     (N) 074 37 07.     (W)   SCALED
 LY0719* NAVD 88 ORTHO HEIGHT -   146.896 (meters)      481.94  (feet) ADJUSTED
 LY0719  ______________________________________________________________________
 LY0719  GEOID HEIGHT    -        -32.384 (meters)                     GEOID18
 LY0719  DYNAMIC HEIGHT  -        146.835 (meters)      481.74  (feet) COMP
 LY0719  MODELED GRAVITY -    980,205.6   (mgal)                       NAVD 88
 LY0719
 LY0719  VERT ORDER      -  FIRST     CLASS II
 LY0719
 LY0719.The horizontal coordinates were scaled from a map and have
 LY0719.an estimated accuracy of +/- 6 seconds.
 LY0719
 LY0719.The orthometric height was determined by differential leveling and
 LY0719.adjusted by the NATIONAL GEODETIC SURVEY
 LY0719.in June 1991.
 LY0719
 LY0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0719.GEOID18 height accuracy estimate available here.
 LY0719
 LY0719.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL319649(NAD 83)
 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
 LY0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0719.See file dsdata.pdf to determine how the superseded data were derived.
 LY0719
 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_MARK LOGO: CGS
 LY0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0719
 LY0719  HISTORY     - Date     Condition        Report By
 LY0719  HISTORY     - 1933     MONUMENTED       CGS
 LY0719  HISTORY     - 1934     GOOD             CGS
 LY0719  HISTORY     - 20050101 MARK NOT FOUND   GEOCAC
 LY0719
 LY0719                          STATION DESCRIPTION
 LY0719
 LY0719'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV1264 ***********************************************************************
 KV1264  DESIGNATION -  A 15
 KV1264  PID         -  KV1264
 KV1264  STATE/COUNTY-  NJ/SUSSEX
 KV1264  COUNTRY     -  US
 KV1264  USGS QUAD   -  STANHOPE (2016)
 KV1264
 KV1264                         *CURRENT SURVEY CONTROL
 KV1264  ______________________________________________________________________
 KV1264* NAD 83(1986) POSITION- 40 59 13.02   (N) 074 44 32.72   (W)   HD_HELD1
 KV1264* NAVD 88 ORTHO HEIGHT -   192.947 (meters)      633.03  (feet) ADJUSTED
 KV1264  ______________________________________________________________________
 KV1264  GEOID HEIGHT    -        -32.828 (meters)                     GEOID18
 KV1264  DYNAMIC HEIGHT  -        192.861 (meters)      632.74  (feet) COMP
 KV1264  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 KV1264
 KV1264  VERT ORDER      -  SECOND    CLASS 0
 KV1264
 KV1264.The horizontal coordinates were determined by differentially corrected
 KV1264.hand held GPS observations or other comparable positioning techniques
 KV1264.and have an estimated accuracy of +/- 3 meters.
 KV1264
 KV1264.The orthometric height was determined by differential leveling and
 KV1264.adjusted by the NATIONAL GEODETIC SURVEY
 KV1264.in June 1991.
 KV1264
 KV1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1264.GEOID18 height accuracy estimate available here.
 KV1264
 KV1264.Click photographs - Photos may exist for this station.
 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       -   239,126.8     129,601.8     MT  (+/- 3 meters HH1 GPS) 
 KV1264
 KV1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2166637340(NAD 83)
 KV1264
 KV1264                          SUPERSEDED SURVEY CONTROL
 KV1264
 KV1264  NGVD 29 (11/26/84)  193.162  (m)          633.73   (f) ADJUSTED    2 0
 KV1264
 KV1264.Superseded values are not recommended for survey control.
 KV1264
 KV1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1264.See file dsdata.pdf to determine how the superseded data were derived.
 KV1264
 KV1264_MARKER: DB = BENCH MARK DISK
 KV1264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1264_SP_SET: BUILDING
 KV1264_STAMPING: 633.732 A 15 1933
 KV1264_MARK LOGO: CGS
 KV1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1264+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 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  HISTORY     - 20130722 GOOD             BOSWEL
 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.
 KV1264
 KV1264                          STATION RECOVERY (2013)
 KV1264
 KV1264'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (RRR)
 KV1264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1089 ***********************************************************************
 KV1089  DESIGNATION -  A 18
 KV1089  PID         -  KV1089
 KV1089  STATE/COUNTY-  NJ/MERCER
 KV1089  COUNTRY     -  US
 KV1089  USGS QUAD   -  TRENTON WEST (2016)
 KV1089
 KV1089                         *CURRENT SURVEY CONTROL
 KV1089  ______________________________________________________________________
 KV1089* NAD 83(1986) POSITION- 40 14 19.0    (N) 074 48 10.8    (W)   HD_HELD2
 KV1089* NAVD 88 ORTHO HEIGHT -    17.504 (meters)       57.43  (feet) ADJUSTED
 KV1089  ______________________________________________________________________
 KV1089  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 KV1089  DYNAMIC HEIGHT  -         17.496 (meters)       57.40  (feet) COMP
 KV1089  MODELED GRAVITY -    980,168.7   (mgal)                       NAVD 88
 KV1089
 KV1089  VERT ORDER      -  FIRST     CLASS I
 KV1089
 KV1089.The horizontal coordinates were established by autonomous hand held GPS
 KV1089.observations and have an estimated accuracy of +/- 10 meters.
 KV1089
 KV1089.The orthometric height was determined by differential leveling and
 KV1089.adjusted by the NATIONAL GEODETIC SURVEY
 KV1089.in June 1991.
 KV1089
 KV1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1089.GEOID18 height accuracy estimate available here.
 KV1089
 KV1089.Click photographs - Photos may exist for this station.
 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       -   156,050.      124,219.      MT  (+/- 10 meters HH2 GPS)
 KV1089
 KV1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1675754259(NAD 83)
 KV1089
 KV1089                          SUPERSEDED SURVEY CONTROL
 KV1089
 KV1089  NGVD 29 (01/10/92)   17.813  (m)           58.44   (f) ADJUSTED    1 1
 KV1089  NGVD 29 (??/??/87)   17.819  (m)           58.46   (f) SUPERSEDED  1 1
 KV1089
 KV1089.Superseded values are not recommended for survey control.
 KV1089
 KV1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1089.See file dsdata.pdf to determine how the superseded data were derived.
 KV1089
 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 = JULY 24, 2026 22:12:30 EDT
 KV1054 ***********************************************************************
 KV1054  DESIGNATION -  A 19
 KV1054  PID         -  KV1054
 KV1054  STATE/COUNTY-  NJ/HUNTERDON
 KV1054  COUNTRY     -  US
 KV1054  USGS QUAD   -  STOCKTON (2019)
 KV1054
 KV1054                         *CURRENT SURVEY CONTROL
 KV1054  ______________________________________________________________________
 KV1054* NAD 83(1986) POSITION- 40 22 51.     (N) 074 56 53.     (W)   SCALED
 KV1054* NAVD 88 ORTHO HEIGHT -    22.953 (meters)       75.31  (feet) ADJUSTED
 KV1054  ______________________________________________________________________
 KV1054  GEOID HEIGHT    -        -33.938 (meters)                     GEOID18
 KV1054  DYNAMIC HEIGHT  -         22.942 (meters)       75.27  (feet) COMP
 KV1054  MODELED GRAVITY -    980,147.4   (mgal)                       NAVD 88
 KV1054
 KV1054  VERT ORDER      -  FIRST     CLASS I
 KV1054
 KV1054.The horizontal coordinates were scaled from a map and have
 KV1054.an estimated accuracy of +/- 6 seconds.
 KV1054
 KV1054.The orthometric height was determined by differential leveling and
 KV1054.adjusted by the NATIONAL GEODETIC SURVEY
 KV1054.in June 1991.
 KV1054
 KV1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1054.GEOID18 height accuracy estimate available here.
 KV1054
 KV1054.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK044700(NAD 83)
 KV1054
 KV1054                          SUPERSEDED SURVEY CONTROL
 KV1054
 KV1054  NGVD 29 (01/10/92)   23.226  (m)           76.20   (f) ADJUSTED    1 1
 KV1054  NGVD 29 (??/??/87)   23.210  (m)           76.15   (f) SUPERSEDED  1 1
 KV1054
 KV1054.Superseded values are not recommended for survey control.
 KV1054
 KV1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1054.See file dsdata.pdf to determine how the superseded data were derived.
 KV1054
 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 - October 04, 2023
 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  HISTORY     - 20061014 GOOD             USPSQD
 KV1054  HISTORY     - 20231004 GOOD             NJGS
 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.
 KV1054
 KV1054                          STATION RECOVERY (2006)
 KV1054
 KV1054'RECOVERY NOTE BY US POWER SQUADRON 2006
 KV1054'STATION RECOVERY 2006 BY USPSQD,SOMERSET, NJ
 KV1054'NEARBY RAILROAD CROSSING SIGNAL IS TALL OVERHEAD UNIT
 KV1054
 KV1054                          STATION RECOVERY (2023)
 KV1054
 KV1054'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV1054'A LOT OF BRUSH SURROUNDING DISK, UNUSABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0941 ***********************************************************************
 KV0941  DESIGNATION -  A 2
 KV0941  PID         -  KV0941
 KV0941  STATE/COUNTY-  NJ/MIDDLESEX
 KV0941  COUNTRY     -  US
 KV0941  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0941
 KV0941                         *CURRENT SURVEY CONTROL
 KV0941  ______________________________________________________________________
 KV0941* NAD 83(1986) POSITION- 40 28 52.     (N) 074 17 39.     (W)   SCALED
 KV0941* NAVD 88 ORTHO HEIGHT -    24.085 (meters)       79.02  (feet) ADJUSTED
 KV0941  ______________________________________________________________________
 KV0941  GEOID HEIGHT    -        -32.525 (meters)                     GEOID18
 KV0941  DYNAMIC HEIGHT  -         24.075 (meters)       78.99  (feet) COMP
 KV0941  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 KV0941
 KV0941  VERT ORDER      -  FIRST     CLASS II
 KV0941
 KV0941.The horizontal coordinates were scaled from a map and have
 KV0941.an estimated accuracy of +/- 6 seconds.
 KV0941
 KV0941.The orthometric height was determined by differential leveling and
 KV0941.adjusted by the NATIONAL GEODETIC SURVEY
 KV0941.in June 1991.
 KV0941
 KV0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0941.GEOID18 height accuracy estimate available here.
 KV0941
 KV0941.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598813(NAD 83)
 KV0941
 KV0941                          SUPERSEDED SURVEY CONTROL
 KV0941
 KV0941  NGVD 29 (04/16/92)   24.384  (m)           80.00   (f) ADJUSTED    1 2
 KV0941  NGVD 29 (??/??/87)   24.434  (m)           80.16   (f) SUPERSEDED  1 2
 KV0941
 KV0941.Superseded values are not recommended for survey control.
 KV0941
 KV0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0941.See file dsdata.pdf to determine how the superseded data were derived.
 KV0941
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0632 ***********************************************************************
 KV0632  DESIGNATION -  A 20
 KV0632  PID         -  KV0632
 KV0632  STATE/COUNTY-  NJ/MORRIS
 KV0632  COUNTRY     -  US
 KV0632  USGS QUAD   -  MORRISTOWN (2016)
 KV0632
 KV0632                         *CURRENT SURVEY CONTROL
 KV0632  ______________________________________________________________________
 KV0632* NAD 83(1986) POSITION- 40 51 10.     (N) 074 28 34.     (W)   SCALED
 KV0632* NAVD 88 ORTHO HEIGHT -   140.835 (meters)      462.06  (feet) ADJUSTED
 KV0632  ______________________________________________________________________
 KV0632  GEOID HEIGHT    -        -32.726 (meters)                     GEOID18
 KV0632  DYNAMIC HEIGHT  -        140.774 (meters)      461.86  (feet) COMP
 KV0632  MODELED GRAVITY -    980,186.6   (mgal)                       NAVD 88
 KV0632
 KV0632  VERT ORDER      -  SECOND    CLASS 0
 KV0632
 KV0632.The horizontal coordinates were scaled from a map and have
 KV0632.an estimated accuracy of +/- 6 seconds.
 KV0632
 KV0632.The orthometric height was determined by differential leveling and
 KV0632.adjusted by the NATIONAL GEODETIC SURVEY
 KV0632.in June 1991.
 KV0632
 KV0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0632.GEOID18 height accuracy estimate available here.
 KV0632
 KV0632.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL441225(NAD 83)
 KV0632
 KV0632                          SUPERSEDED SURVEY CONTROL
 KV0632
 KV0632  NGVD 29 (11/26/84)  141.096  (m)          462.91   (f) ADJUSTED    2 0
 KV0632
 KV0632.Superseded values are not recommended for survey control.
 KV0632
 KV0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0632.See file dsdata.pdf to determine how the superseded data were derived.
 KV0632
 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 = JULY 24, 2026 22:12:30 EDT
 KV1586 ***********************************************************************
 KV1586  DESIGNATION -  A 23
 KV1586  PID         -  KV1586
 KV1586  STATE/COUNTY-  NJ/WARREN
 KV1586  COUNTRY     -  US
 KV1586  USGS QUAD   -  BELVIDERE (2019)
 KV1586
 KV1586                         *CURRENT SURVEY CONTROL
 KV1586  ______________________________________________________________________
 KV1586* NAD 83(1986) POSITION- 40 46 12.     (N) 075 06 56.     (W)   SCALED
 KV1586* NAVD 88 ORTHO HEIGHT -    87.920 (meters)      288.45  (feet) ADJUSTED
 KV1586  ______________________________________________________________________
 KV1586  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 KV1586  DYNAMIC HEIGHT  -         87.880 (meters)      288.32  (feet) COMP
 KV1586  MODELED GRAVITY -    980,164.9   (mgal)                       NAVD 88
 KV1586
 KV1586  VERT ORDER      -  SECOND    CLASS 0
 KV1586
 KV1586.The horizontal coordinates were scaled from a map and have
 KV1586.an estimated accuracy of +/- 6 seconds.
 KV1586
 KV1586.The orthometric height was determined by differential leveling and
 KV1586.adjusted by the NATIONAL GEODETIC SURVEY
 KV1586.in June 1991.
 KV1586
 KV1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1586.GEOID18 height accuracy estimate available here.
 KV1586
 KV1586.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL902132(NAD 83)
 KV1586
 KV1586                          SUPERSEDED SURVEY CONTROL
 KV1586
 KV1586  NGVD 29 (11/26/84)   88.138  (m)          289.17   (f) ADJUSTED    2 0
 KV1586
 KV1586.Superseded values are not recommended for survey control.
 KV1586
 KV1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1586.See file dsdata.pdf to determine how the superseded data were derived.
 KV1586
 KV1586_MARKER: DB = BENCH MARK DISK
 KV1586_STAMPING: A 23 1942
 KV1586_MARK LOGO: CGS
 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  HISTORY     - 20110901 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.
 KV1586
 KV1586                          STATION RECOVERY (2011)
 KV1586
 KV1586'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV1586'THE STATION WAS NOT RECOVERED DUE TO INADEQUATE TIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1306 ***********************************************************************
 KV1306  DESIGNATION -  A 25
 KV1306  PID         -  KV1306
 KV1306  STATE/COUNTY-  NJ/SOMERSET
 KV1306  COUNTRY     -  US
 KV1306  USGS QUAD   -  GLADSTONE (2019)
 KV1306
 KV1306                         *CURRENT SURVEY CONTROL
 KV1306  ______________________________________________________________________
 KV1306* NAD 83(1986) POSITION- 40 42 48.5    (N) 074 40 14.8    (W)   HD_HELD2
 KV1306* NAVD 88 ORTHO HEIGHT -    87.373 (meters)      286.66  (feet) ADJUSTED
 KV1306  ______________________________________________________________________
 KV1306  GEOID HEIGHT    -        -33.216 (meters)                     GEOID18
 KV1306  DYNAMIC HEIGHT  -         87.334 (meters)      286.53  (feet) COMP
 KV1306  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 KV1306
 KV1306  VERT ORDER      -  SECOND    CLASS 0
 KV1306
 KV1306.The horizontal coordinates were established by autonomous hand held GPS
 KV1306.observations and have an estimated accuracy of +/- 10 meters.
 KV1306
 KV1306.The orthometric height was determined by differential leveling and
 KV1306.adjusted by the NATIONAL GEODETIC SURVEY
 KV1306.in June 1991.
 KV1306
 KV1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1306.GEOID18 height accuracy estimate available here.
 KV1306
 KV1306.Click photographs - Photos may exist for this station.
 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       -   208,746.      135,571.      MT  (+/- 10 meters HH2 GPS)
 KV1306
 KV1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2780707002(NAD 83)
 KV1306
 KV1306                          SUPERSEDED SURVEY CONTROL
 KV1306
 KV1306  NGVD 29 (11/26/84)   87.620  (m)          287.47   (f) ADJUSTED    2 0
 KV1306
 KV1306.Superseded values are not recommended for survey control.
 KV1306
 KV1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1306.See file dsdata.pdf to determine how the superseded data were derived.
 KV1306
 KV1306_MARKER: DB = BENCH MARK DISK
 KV1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1306_STAMPING: A 25 1942
 KV1306_MARK LOGO: CGS
 KV1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1306+STABILITY: SURFACE MOTION
 KV1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1306+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2007
 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  HISTORY     - 20071020 GOOD             GEOCAC
 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.
 KV1306
 KV1306                          STATION RECOVERY (2007)
 KV1306
 KV1306'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV1306'FAIRLY EASY TO FIND BY POLE NUMBER AND WITNESS POST.  THE MOBIL GAS
 KV1306'SERVICE STATION IS NOW THE SOMERSET HILLS ELKS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1188 ***********************************************************************
 KV1188  DESIGNATION -  A 26
 KV1188  PID         -  KV1188
 KV1188  STATE/COUNTY-  NJ/SOMERSET
 KV1188  COUNTRY     -  US
 KV1188  USGS QUAD   -  RARITAN (2019)
 KV1188
 KV1188                         *CURRENT SURVEY CONTROL
 KV1188  ______________________________________________________________________
 KV1188* NAD 83(1986) POSITION- 40 36 02.     (N) 074 42 32.     (W)   SCALED
 KV1188* NAVD 88 ORTHO HEIGHT -    38.693 (meters)      126.95  (feet) ADJUSTED
 KV1188  ______________________________________________________________________
 KV1188  GEOID HEIGHT    -        -33.479 (meters)                     GEOID18
 KV1188  DYNAMIC HEIGHT  -         38.675 (meters)      126.89  (feet) COMP
 KV1188  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 KV1188
 KV1188  VERT ORDER      -  FIRST     CLASS II
 KV1188
 KV1188.The horizontal coordinates were scaled from a map and have
 KV1188.an estimated accuracy of +/- 6 seconds.
 KV1188
 KV1188.The orthometric height was determined by differential leveling and
 KV1188.adjusted by the NATIONAL GEODETIC SURVEY
 KV1188.in June 1991.
 KV1188
 KV1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1188.GEOID18 height accuracy estimate available here.
 KV1188
 KV1188.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK246944(NAD 83)
 KV1188
 KV1188                          SUPERSEDED SURVEY CONTROL
 KV1188
 KV1188  NGVD 29 (11/26/84)   38.955  (m)          127.80   (f) ADJUSTED    1 2
 KV1188
 KV1188.Superseded values are not recommended for survey control.
 KV1188
 KV1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1188.See file dsdata.pdf to determine how the superseded data were derived.
 KV1188
 KV1188_MARKER: DB = BENCH MARK DISK
 KV1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1188_STAMPING: A 26 1942
 KV1188_MARK LOGO: CGS
 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
 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'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 = JULY 24, 2026 22:12:30 EDT
 KV1365 ***********************************************************************
 KV1365  DESIGNATION -  A 27
 KV1365  PID         -  KV1365
 KV1365  STATE/COUNTY-  NJ/HUNTERDON
 KV1365  COUNTRY     -  US
 KV1365  USGS QUAD   -  HIGH BRIDGE (2016)
 KV1365
 KV1365                         *CURRENT SURVEY CONTROL
 KV1365  ______________________________________________________________________
 KV1365* NAD 83(1986) POSITION- 40 38 07.     (N) 074 54 41.     (W)   SCALED
 KV1365* NAVD 88 ORTHO HEIGHT -    61.084 (meters)      200.41  (feet) ADJUSTED
 KV1365  ______________________________________________________________________
 KV1365  GEOID HEIGHT    -        -33.706 (meters)                     GEOID18
 KV1365  DYNAMIC HEIGHT  -         61.057 (meters)      200.32  (feet) COMP
 KV1365  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 KV1365
 KV1365  VERT ORDER      -  FIRST     CLASS II
 KV1365
 KV1365.The horizontal coordinates were scaled from a map and have
 KV1365.an estimated accuracy of +/- 6 seconds.
 KV1365
 KV1365.The orthometric height was determined by differential leveling and
 KV1365.adjusted by the NATIONAL GEODETIC SURVEY
 KV1365.in June 1991.
 KV1365
 KV1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1365.GEOID18 height accuracy estimate available here.
 KV1365
 KV1365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK074982(NAD 83)
 KV1365
 KV1365                          SUPERSEDED SURVEY CONTROL
 KV1365
 KV1365  NGVD 29 (01/10/92)   61.318  (m)          201.17   (f) ADJUSTED    1 2
 KV1365  NGVD 29 (??/??/87)   61.337  (m)          201.24   (f) SUPERSEDED  1 2
 KV1365
 KV1365.Superseded values are not recommended for survey control.
 KV1365
 KV1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1365.See file dsdata.pdf to determine how the superseded data were derived.
 KV1365
 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_MARK LOGO: CGS
 KV1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1365+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 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  HISTORY     - 20070418 GOOD             JCLS
 KV1365  HISTORY     - 20230726 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.
 KV1365
 KV1365                          STATION RECOVERY (2007)
 KV1365
 KV1365'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 KV1365'RECOVERED IN GOOD CONDITION.
 KV1365
 KV1365                          STATION RECOVERY (2023)
 KV1365
 KV1365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JMH)
 KV1365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0532 ***********************************************************************
 KV0532  DESIGNATION -  A 28
 KV0532  PID         -  KV0532
 KV0532  STATE/COUNTY-  NJ/MIDDLESEX
 KV0532  COUNTRY     -  US
 KV0532  USGS QUAD   -  PERTH AMBOY (2016)
 KV0532
 KV0532                         *CURRENT SURVEY CONTROL
 KV0532  ______________________________________________________________________
 KV0532* NAD 83(1986) POSITION- 40 31 03.     (N) 074 17 06.     (W)   SCALED
 KV0532* NAVD 88 ORTHO HEIGHT -    24.447 (meters)       80.21  (feet) POSTED
 KV0532  ______________________________________________________________________
 KV0532  GEOID HEIGHT    -        -32.534 (meters)                     GEOID18
 KV0532  DYNAMIC HEIGHT  -         24.44  (meters)       80.2   (feet) COMP
 KV0532  MODELED GRAVITY -    980,215.1   (mgal)                       NAVD 88
 KV0532
 KV0532  VERT ORDER      -  * POSTED, SEE BELOW
 KV0532
 KV0532.The horizontal coordinates were scaled from a 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
 KV0532.* This is a POSTED BENCH MARK height.
 KV0532
 KV0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0532.GEOID18 height accuracy estimate available here.
 KV0532
 KV0532.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605854(NAD 83)
 KV0532
 KV0532                          SUPERSEDED SURVEY CONTROL
 KV0532
 KV0532  NGVD 29 (11/26/84)   24.783  (m)           81.31   (f) ADJUSTED    1 2
 KV0532
 KV0532.Superseded values are not recommended for survey control.
 KV0532
 KV0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0532.See file dsdata.pdf to determine how the superseded data were derived.
 KV0532
 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 = JULY 24, 2026 22:12:30 EDT
 KV0533 ***********************************************************************
 KV0533  DESIGNATION -  A 28 RESET
 KV0533  PID         -  KV0533
 KV0533  STATE/COUNTY-  NJ/MIDDLESEX
 KV0533  COUNTRY     -  US
 KV0533  USGS QUAD   -  PERTH AMBOY (2016)
 KV0533
 KV0533                         *CURRENT SURVEY CONTROL
 KV0533  ______________________________________________________________________
 KV0533* NAD 83(1986) POSITION- 40 31 03.     (N) 074 17 06.     (W)   SCALED
 KV0533* NAVD 88 ORTHO HEIGHT -    22.93  (+/-2cm)       75.2   (feet) VERTCON3
 KV0533  ______________________________________________________________________
 KV0533  GEOID HEIGHT    -        -32.534 (meters)                     GEOID18
 KV0533  VERT ORDER      -  THIRD (See Below)
 KV0533
 KV0533.The horizontal coordinates were scaled from a 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
 KV0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0533.GEOID18 height accuracy estimate available here.
 KV0533
 KV0533.The vertical order pertains to the NGVD 29 superseded value.
 KV0533
 KV0533.Click photographs - Photos may exist for this station.
 KV0533
 KV0533;                    North         East    Units  Estimated Accuracy
 KV0533;SPC NJ       -   186,990.      168,220.      MT  (+/- 180 meters Scaled)
 KV0533
 KV0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605854(NAD 83)
 KV0533
 KV0533                          SUPERSEDED SURVEY CONTROL
 KV0533
 KV0533  NGVD 29 (??/??/??)   23.24   (m)           76.2    (f) RESET       3  
 KV0533
 KV0533.Superseded values are not recommended for survey control.
 KV0533
 KV0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0533.See file dsdata.pdf to determine how the superseded data were derived.
 KV0533
 KV0533_MARKER: DB = BENCH MARK DISK
 KV0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0533_SP_SET: CONC MONUMENT
 KV0533_STAMPING: A 28 RESET 1959
 KV0533_MARK LOGO: CGS
 KV0533_PROJECTION: FLUSH
 KV0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0533+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV1189 ***********************************************************************
 KV1189  DESIGNATION -  A 29
 KV1189  PID         -  KV1189
 KV1189  STATE/COUNTY-  NJ/HUNTERDON
 KV1189  COUNTRY     -  US
 KV1189  USGS QUAD   -  RARITAN (2019)
 KV1189
 KV1189                         *CURRENT SURVEY CONTROL
 KV1189  ______________________________________________________________________
 KV1189* NAD 83(2011) POSITION- 40 36 22.24540(N) 074 43 48.85773(W)   ADJUSTED
 KV1189* NAD 83(2011) ELLIP HT-    13.108 (meters)        (06/27/12)   ADJUSTED
 KV1189* NAD 83(2011) EPOCH   -  2010.00
 KV1189* NAVD 88 ORTHO HEIGHT -    46.581 (meters)      152.82  (feet) ADJUSTED
 KV1189  ______________________________________________________________________
 KV1189  GEOID HEIGHT    -        -33.504 (meters)                     GEOID18
 KV1189  NAD 83(2011) X  -  1,277,099.065 (meters)                     COMP
 KV1189  NAD 83(2011) Y  - -4,677,986.502 (meters)                     COMP
 KV1189  NAD 83(2011) Z  -  4,129,327.044 (meters)                     COMP
 KV1189  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 KV1189  DYNAMIC HEIGHT  -         46.560 (meters)      152.76  (feet) COMP
 KV1189  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 KV1189
 KV1189  VERT ORDER      -  FIRST     CLASS II
 KV1189
 KV1189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1189  Standards:
 KV1189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1189  -------------------------------------------------------------------
 KV1189  NETWORK    0.94   2.00           0.41   0.34   1.02      0.34245370
 KV1189  -------------------------------------------------------------------
 KV1189  Click here for local accuracies and other accuracy information.
 KV1189
 KV1189.The horizontal coordinates were established by GPS observations
 KV1189.and adjusted by the National Geodetic Survey in June 2012.
 KV1189
 KV1189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1189.been affixed to the stable North American tectonic plate. See 
 KV1189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1189
 KV1189.The horizontal coordinates are valid at the epoch date displayed above
 KV1189.which is a decimal equivalence of Year/Month/Day.
 KV1189
 KV1189.The orthometric height was determined by differential leveling and
 KV1189.adjusted by the NATIONAL GEODETIC SURVEY
 KV1189.in June 1991.
 KV1189
 KV1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1189.GEOID18 height accuracy estimate available here.
 KV1189
 KV1189.Click photographs - Photos may exist for this station.
 KV1189
 KV1189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1189
 KV1189.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1189
 KV1189.The ellipsoidal height was determined by GPS observations
 KV1189.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1189
 KV1189;                    North         East     Units Scale Factor Converg.
 KV1189;SPC NJ       -   196,843.585   130,515.962   MT  0.99990467   -0 08 59.5
 KV1189;SPC NJ       -   645,811.00    428,201.12   sFT  0.99990467   -0 08 59.5
 KV1189;UTM  18      - 4,495,075.691   522,821.888   MT  0.99960641   +0 10 32.1
 KV1189
 KV1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1189!SPC NJ       -   0.99999794  x   0.99990467  =   0.99990261
 KV1189!UTM  18      -   0.99999794  x   0.99960641  =   0.99960435
 KV1189
 KV1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2282195075(NAD 83)
 KV1189
 KV1189                          SUPERSEDED SURVEY CONTROL
 KV1189
 KV1189  NAD 83(2007)-  40 36 22.24551(N)    074 43 48.85846(W) AD(2002.00) 0
 KV1189  ELLIP H (02/10/07)   13.105  (m)                       GP(2002.00)    
 KV1189  ELLIP H (10/23/02)   13.102  (m)                       GP(       ) 4 1
 KV1189  NAD 83(1996)-  40 36 22.24572(N)    074 43 48.85880(W) AD(       ) 2
 KV1189  ELLIP H (05/14/99)   13.111  (m)                       GP(       ) 4 1
 KV1189  NAD 83(1986)-  40 36 22.24567(N)    074 43 48.85962(W) AD(       ) 2
 KV1189  NGVD 29              46.84   (m)          153.7    (f) LEVELING    3  
 KV1189  NGVD 29 (11/26/84)   46.840  (m)          153.67   (f) ADJUSTED    1 2
 KV1189
 KV1189.Superseded values are not recommended for survey control.
 KV1189
 KV1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1189.See file dsdata.pdf to determine how the superseded data were derived.
 KV1189
 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 - November 25, 2011
 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  HISTORY     - 20070418 GOOD             JCLS
 KV1189  HISTORY     - 20111125 GOOD             NJGS
 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.
 KV1189
 KV1189                          STATION RECOVERY (2007)
 KV1189
 KV1189'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 KV1189'RECOVERED IN GOOD CONDITION.
 KV1189
 KV1189                          STATION RECOVERY (2011)
 KV1189
 KV1189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 KV1189'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1007 ***********************************************************************
 KV1007  DESIGNATION -  A 3
 KV1007  PID         -  KV1007
 KV1007  STATE/COUNTY-  NJ/BURLINGTON
 KV1007  COUNTRY     -  US
 KV1007  USGS QUAD   -  BEVERLY (2016)
 KV1007
 KV1007                         *CURRENT SURVEY CONTROL
 KV1007  ______________________________________________________________________
 KV1007* NAD 83(1986) POSITION- 40 02 46.     (N) 074 57 07.     (W)   SCALED
 KV1007* NAVD 88 ORTHO HEIGHT -     4.081 (meters)       13.39  (feet) POSTED
 KV1007  ______________________________________________________________________
 KV1007  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 KV1007  DYNAMIC HEIGHT  -          4.08  (meters)       13.4   (feet) COMP
 KV1007  MODELED GRAVITY -    980,191.2   (mgal)                       NAVD 88
 KV1007
 KV1007  VERT ORDER      -  * POSTED, SEE BELOW
 KV1007
 KV1007.The horizontal coordinates were scaled from a 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
 KV1007.* This is a POSTED BENCH MARK height.
 KV1007
 KV1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1007.GEOID18 height accuracy estimate available here.
 KV1007
 KV1007.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK040328(NAD 83)
 KV1007
 KV1007                          SUPERSEDED SURVEY CONTROL
 KV1007
 KV1007  NGVD 29 (11/26/84)    4.442  (m)           14.57   (f) ADJUSTED    1 2
 KV1007
 KV1007.Superseded values are not recommended for survey control.
 KV1007
 KV1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1007.See file dsdata.pdf to determine how the superseded data were derived.
 KV1007
 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 = JULY 24, 2026 22:12:30 EDT
 KV1338 ***********************************************************************
 KV1338  DESIGNATION -  A 30
 KV1338  PID         -  KV1338
 KV1338  STATE/COUNTY-  NJ/HUNTERDON
 KV1338  COUNTRY     -  US
 KV1338  USGS QUAD   -  CALIFON (2019)
 KV1338
 KV1338                         *CURRENT SURVEY CONTROL
 KV1338  ______________________________________________________________________
 KV1338* NAD 83(1986) POSITION- 40 43 31.26   (N) 074 46 30.61   (W)   HD_HELD1
 KV1338* NAVD 88 ORTHO HEIGHT -   231.996 (meters)      761.14  (feet) ADJUSTED
 KV1338  ______________________________________________________________________
 KV1338  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 KV1338  DYNAMIC HEIGHT  -        231.888 (meters)      760.79  (feet) COMP
 KV1338  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 KV1338
 KV1338  VERT ORDER      -  SECOND    CLASS 0
 KV1338
 KV1338.The horizontal coordinates were determined by differentially corrected
 KV1338.hand held GPS observations or other comparable positioning techniques
 KV1338.and have an estimated accuracy of +/- 3 meters.
 KV1338
 KV1338.The orthometric height was determined by differential leveling and
 KV1338.adjusted by the NATIONAL GEODETIC SURVEY
 KV1338.in June 1991.
 KV1338
 KV1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1338.GEOID18 height accuracy estimate available here.
 KV1338
 KV1338.Click photographs - Photos may exist for this station.
 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       -   210,086.8     126,755.0     MT  (+/- 3 meters HH1 GPS) 
 KV1338
 KV1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1898608293(NAD 83)
 KV1338
 KV1338                          SUPERSEDED SURVEY CONTROL
 KV1338
 KV1338  NGVD 29 (11/26/84)  232.232  (m)          761.91   (f) ADJUSTED    2 0
 KV1338
 KV1338.Superseded values are not recommended for survey control.
 KV1338
 KV1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1338.See file dsdata.pdf to determine how the superseded data were derived.
 KV1338
 KV1338_MARKER: DB = BENCH MARK DISK
 KV1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1338_STAMPING: A 30 1942
 KV1338_MARK LOGO: CGS
 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  HISTORY     - 20191001 GOOD             NJGS
 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.
 KV1338
 KV1338                          STATION RECOVERY (2019)
 KV1338
 KV1338'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV1338'THE TOP OF THE DISK HAS BEEN MARRED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0844 ***********************************************************************
 LY0844  DESIGNATION -  A 31
 LY0844  PID         -  LY0844
 LY0844  STATE/COUNTY-  NJ/SUSSEX
 LY0844  COUNTRY     -  US
 LY0844  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0844
 LY0844                         *CURRENT SURVEY CONTROL
 LY0844  ______________________________________________________________________
 LY0844* NAD 83(1986) POSITION- 41 15 55.     (N) 074 38 32.     (W)   SCALED
 LY0844* NAVD 88 ORTHO HEIGHT -   206.366 (meters)      677.05  (feet) ADJUSTED
 LY0844  ______________________________________________________________________
 LY0844  GEOID HEIGHT    -        -32.325 (meters)                     GEOID18
 LY0844  DYNAMIC HEIGHT  -        206.278 (meters)      676.76  (feet) COMP
 LY0844  MODELED GRAVITY -    980,195.6   (mgal)                       NAVD 88
 LY0844
 LY0844  VERT ORDER      -  SECOND    CLASS 0
 LY0844
 LY0844.The horizontal coordinates were scaled from a map and have
 LY0844.an estimated accuracy of +/- 6 seconds.
 LY0844
 LY0844.The orthometric height was determined by differential leveling and
 LY0844.adjusted by the NATIONAL GEODETIC SURVEY
 LY0844.in June 1991.
 LY0844
 LY0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0844.GEOID18 height accuracy estimate available here.
 LY0844
 LY0844.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL299682(NAD 83)
 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
 LY0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0844.See file dsdata.pdf to determine how the superseded data were derived.
 LY0844
 LY0844_MARKER: DB = BENCH MARK DISK
 LY0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0844_SP_SET: BRIDGE
 LY0844_STAMPING: A 31 1942
 LY0844_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0489 ***********************************************************************
 LY0489  DESIGNATION -  A 32
 LY0489  PID         -  LY0489
 LY0489  STATE/COUNTY-  NJ/PASSAIC
 LY0489  COUNTRY     -  US
 LY0489  USGS QUAD   -  WAWAYANDA (2019)
 LY0489
 LY0489                         *CURRENT SURVEY CONTROL
 LY0489  ______________________________________________________________________
 LY0489* NAD 83(1986) POSITION- 41 09 31.     (N) 074 24 58.     (W)   SCALED
 LY0489* NAVD 88 ORTHO HEIGHT -   375.139 (meters)     1230.77  (feet) ADJUSTED
 LY0489  ______________________________________________________________________
 LY0489  GEOID HEIGHT    -        -32.179 (meters)                     GEOID18
 LY0489  DYNAMIC HEIGHT  -        374.969 (meters)     1230.21  (feet) COMP
 LY0489  MODELED GRAVITY -    980,160.4   (mgal)                       NAVD 88
 LY0489
 LY0489  VERT ORDER      -  SECOND    CLASS 0
 LY0489
 LY0489.The horizontal coordinates were scaled from a map and have
 LY0489.an estimated accuracy of +/- 6 seconds.
 LY0489
 LY0489.The orthometric height was determined by differential leveling and
 LY0489.adjusted by the NATIONAL GEODETIC SURVEY
 LY0489.in June 1991.
 LY0489
 LY0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0489.GEOID18 height accuracy estimate available here.
 LY0489
 LY0489.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL489565(NAD 83)
 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
 LY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0489.See file dsdata.pdf to determine how the superseded data were derived.
 LY0489
 LY0489_MARKER: DB = BENCH MARK DISK
 LY0489_SETTING: 66 = SET IN 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   CGS
 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 COAST AND GEODETIC SURVEY 1954
 LY0489'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0539 ***********************************************************************
 LY0539  DESIGNATION -  A 33
 LY0539  PID         -  LY0539
 LY0539  STATE/COUNTY-  NJ/PASSAIC
 LY0539  COUNTRY     -  US
 LY0539  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY0539
 LY0539                         *CURRENT SURVEY CONTROL
 LY0539  ______________________________________________________________________
 LY0539* NAD 83(1986) POSITION- 41 11 10.     (N) 074 19 53.     (W)   SCALED
 LY0539* NAVD 88 ORTHO HEIGHT -   190.896 (meters)      626.30  (feet) ADJUSTED
 LY0539  ______________________________________________________________________
 LY0539  GEOID HEIGHT    -        -32.120 (meters)                     GEOID18
 LY0539  DYNAMIC HEIGHT  -        190.814 (meters)      626.03  (feet) COMP
 LY0539  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 LY0539
 LY0539  VERT ORDER      -  SECOND    CLASS 0
 LY0539
 LY0539.The horizontal coordinates were scaled from a map and have
 LY0539.an estimated accuracy of +/- 6 seconds.
 LY0539
 LY0539.The orthometric height was determined by differential leveling and
 LY0539.adjusted by the NATIONAL GEODETIC SURVEY
 LY0539.in June 1991.
 LY0539
 LY0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0539.GEOID18 height accuracy estimate available here.
 LY0539
 LY0539.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL560596(NAD 83)
 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
 LY0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0539.See file dsdata.pdf to determine how the superseded data were derived.
 LY0539
 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 = JULY 24, 2026 22:12:30 EDT
 LY0832 ***********************************************************************
 LY0832  DESIGNATION -  A 34
 LY0832  PID         -  LY0832
 LY0832  STATE/COUNTY-  NJ/SUSSEX
 LY0832  COUNTRY     -  US
 LY0832  USGS QUAD   -  HAMBURG (2019)
 LY0832
 LY0832                         *CURRENT SURVEY CONTROL
 LY0832  ______________________________________________________________________
 LY0832* NAD 83(1986) POSITION- 41 11 38.5    (N) 074 37 16.9    (W)   HD_HELD2
 LY0832* NAVD 88 ORTHO HEIGHT -   124.289 (meters)      407.77  (feet) ADJUSTED
 LY0832  ______________________________________________________________________
 LY0832  GEOID HEIGHT    -        -32.454 (meters)                     GEOID18
 LY0832  DYNAMIC HEIGHT  -        124.237 (meters)      407.60  (feet) COMP
 LY0832  MODELED GRAVITY -    980,207.8   (mgal)                       NAVD 88
 LY0832
 LY0832  VERT ORDER      -  SECOND    CLASS 0
 LY0832
 LY0832.The horizontal coordinates were established by autonomous hand held GPS
 LY0832.observations and have an estimated accuracy of +/- 10 meters.
 LY0832
 LY0832.The orthometric height was determined by differential leveling and
 LY0832.adjusted by the NATIONAL GEODETIC SURVEY
 LY0832.in June 1991.
 LY0832
 LY0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0832.GEOID18 height accuracy estimate available here.
 LY0832
 LY0832.Click photographs - Photos may exist for this station.
 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       -   262,100.      139,820.      MT  (+/- 10 meters HH2 GPS)
 LY0832
 LY0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3175060365(NAD 83)
 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
 LY0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0832.See file dsdata.pdf to determine how the superseded data were derived.
 LY0832
 LY0832_MARKER: DB = BENCH MARK DISK
 LY0832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0832_SP_SET: BRIDGE
 LY0832_STAMPING: A 34 1942
 LY0832_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0789 ***********************************************************************
 LY0789  DESIGNATION -  A 35
 LY0789  PID         -  LY0789
 LY0789  STATE/COUNTY-  NJ/SUSSEX
 LY0789  COUNTRY     -  US
 LY0789  USGS QUAD   -  CULVERS GAP (2019)
 LY0789
 LY0789                         *CURRENT SURVEY CONTROL
 LY0789  ______________________________________________________________________
 LY0789* NAD 83(1986) POSITION- 41 13 12.     (N) 074 49 49.     (W)   SCALED
 LY0789* NAVD 88 ORTHO HEIGHT -   187.967 (meters)      616.69  (feet) ADJUSTED
 LY0789  ______________________________________________________________________
 LY0789  GEOID HEIGHT    -        -32.507 (meters)                     GEOID18
 LY0789  DYNAMIC HEIGHT  -        187.888 (meters)      616.43  (feet) COMP
 LY0789  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 LY0789
 LY0789  VERT ORDER      -  SECOND    CLASS 0
 LY0789
 LY0789.The horizontal coordinates were scaled from a map and have
 LY0789.an estimated accuracy of +/- 6 seconds.
 LY0789
 LY0789.The orthometric height was determined by differential leveling and
 LY0789.adjusted by the NATIONAL GEODETIC SURVEY
 LY0789.in June 1991.
 LY0789
 LY0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0789.GEOID18 height accuracy estimate available here.
 LY0789
 LY0789.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL142631(NAD 83)
 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
 LY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0789.See file dsdata.pdf to determine how the superseded data were derived.
 LY0789
 LY0789_MARKER: DB = BENCH MARK DISK
 LY0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0789_STAMPING: A 35 1942
 LY0789_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0780 ***********************************************************************
 KV0780  DESIGNATION -  A 37
 KV0780  PID         -  KV0780
 KV0780  STATE/COUNTY-  NJ/MIDDLESEX
 KV0780  COUNTRY     -  US
 KV0780  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0780
 KV0780                         *CURRENT SURVEY CONTROL
 KV0780  ______________________________________________________________________
 KV0780* NAD 83(1986) POSITION- 40 29 04.     (N) 074 16 47.     (W)   SCALED
 KV0780* NAVD 88 ORTHO HEIGHT -     6.921 (meters)       22.71  (feet) ADJUSTED
 KV0780  ______________________________________________________________________
 KV0780  GEOID HEIGHT    -        -32.501 (meters)                     GEOID18
 KV0780  DYNAMIC HEIGHT  -          6.918 (meters)       22.70  (feet) COMP
 KV0780  MODELED GRAVITY -    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 map and have
 KV0780.an estimated accuracy of +/- 6 seconds.
 KV0780
 KV0780.The orthometric height was determined by differential leveling and
 KV0780.adjusted by the NATIONAL GEODETIC SURVEY
 KV0780.in June 1991.
 KV0780
 KV0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0780.GEOID18 height accuracy estimate available here.
 KV0780
 KV0780.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK610817(NAD 83)
 KV0780
 KV0780                          SUPERSEDED SURVEY CONTROL
 KV0780
 KV0780  NGVD 29 (04/16/92)    7.220  (m)           23.69   (f) ADJUSTED    1 1
 KV0780  NGVD 29 (01/10/92)    7.220  (m)           23.69   (f) SUPERSEDED  1 1
 KV0780  NGVD 29 (??/??/87)    7.275  (m)           23.87   (f) SUPERSEDED  1 1
 KV0780
 KV0780.Superseded values are not recommended for survey control.
 KV0780
 KV0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0780.See file dsdata.pdf to determine how the superseded data were derived.
 KV0780
 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 = JULY 24, 2026 22:12:30 EDT
 KV3540 ***********************************************************************
 KV3540  DESIGNATION -  A 38 RESET 1982
 KV3540  PID         -  KV3540
 KV3540  STATE/COUNTY-  NJ/ESSEX
 KV3540  COUNTRY     -  US
 KV3540  USGS QUAD   -  ELIZABETH (2016)
 KV3540
 KV3540                         *CURRENT SURVEY CONTROL
 KV3540  ______________________________________________________________________
 KV3540* NAD 83(1986) POSITION- 40 42 45.     (N) 074 07 49.     (W)   SCALED
 KV3540* NAVD 88 ORTHO HEIGHT -     4.92  (meters)       16.1   (feet) RESET
 KV3540  ______________________________________________________________________
 KV3540  GEOID HEIGHT    -        -32.202 (meters)                     GEOID18
 KV3540  VERT ORDER      -  THIRD
 KV3540
 KV3540.The horizontal coordinates were scaled from a map and have
 KV3540.an estimated accuracy of +/- 6 seconds.
 KV3540
 KV3540.The orthometric height was computed from unverified reset data.
 KV3540
 KV3540.No vertical observational check was made to the station.
 KV3540
 KV3540.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3540.GEOID18 height accuracy estimate available here.
 KV3540
 KV3540.Click photographs - Photos may exist for this station.
 KV3540
 KV3540;                    North         East    Units  Estimated Accuracy
 KV3540;SPC NJ       -   208,690.      181,240.      MT  (+/- 180 meters Scaled)
 KV3540
 KV3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL734072(NAD 83)
 KV3540
 KV3540                          SUPERSEDED SURVEY CONTROL
 KV3540
 KV3540  NGVD 29 (02/11/25)    5.26   (m)           17.3    (f) RESET       3  
 KV3540
 KV3540.Superseded values are not recommended for survey control.
 KV3540
 KV3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3540.See file dsdata.pdf to determine how the superseded data were derived.
 KV3540
 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 = JULY 24, 2026 22:12:30 EDT
 HU0004 ***********************************************************************
 HU0004  DESIGNATION -  A 39
 HU0004  PID         -  HU0004
 HU0004  STATE/COUNTY-  NJ/CAPE MAY
 HU0004  COUNTRY     -  US
 HU0004  USGS QUAD   -  CAPE MAY (2019)
 HU0004
 HU0004                         *CURRENT SURVEY CONTROL
 HU0004  ______________________________________________________________________
 HU0004* NAD 83(1986) POSITION- 38 56 06.     (N) 074 55 49.     (W)   SCALED
 HU0004* NAVD 88 ORTHO HEIGHT -     2.089 (meters)        6.85  (feet) ADJUSTED
 HU0004  ______________________________________________________________________
 HU0004  GEOID HEIGHT    -        -35.512 (meters)                     GEOID18
 HU0004  DYNAMIC HEIGHT  -          2.088 (meters)        6.85  (feet) COMP
 HU0004  MODELED GRAVITY -    980,048.0   (mgal)                       NAVD 88
 HU0004
 HU0004  VERT ORDER      -  FIRST     CLASS II
 HU0004
 HU0004.The horizontal coordinates were scaled from a map and have
 HU0004.an estimated accuracy of +/- 6 seconds.
 HU0004
 HU0004.The orthometric height was determined by differential leveling and
 HU0004.adjusted by the NATIONAL GEODETIC SURVEY
 HU0004.in June 1991.
 HU0004
 HU0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0004.GEOID18 height accuracy estimate available here.
 HU0004
 HU0004.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ060095(NAD 83)
 HU0004
 HU0004                          SUPERSEDED SURVEY CONTROL
 HU0004
 HU0004  NGVD 29 (01/10/92)    2.488  (m)            8.16   (f) ADJUSTED    1 2
 HU0004  NGVD 29 (??/??/87)    2.466  (m)            8.09   (f) SUPERSEDED  1 2
 HU0004
 HU0004.Superseded values are not recommended for survey control.
 HU0004
 HU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0004.See file dsdata.pdf to determine how the superseded data were derived.
 HU0004
 HU0004_MARKER: DB = BENCH MARK DISK
 HU0004_SETTING: 7 = 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  HISTORY     - 20071012 MARK NOT FOUND   UE
 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.
 HU0004
 HU0004                          STATION RECOVERY (2007)
 HU0004
 HU0004'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 HU0004'FLAGPOLE IS GONE. SEVERAL MANHOLES AND A WATER VALVE CLOSE TO THE
 HU0004'POINT I SET USING TIES IN THE DATABASE. PROBABLY GOT TORN UP DURING
 HU0004'CONSTRUCTION BY THE UTILITY COMPANIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0533 ***********************************************************************
 JU0533  DESIGNATION -  A 4
 JU0533  PID         -  JU0533
 JU0533  STATE/COUNTY-  NJ/ATLANTIC
 JU0533  COUNTRY     -  US
 JU0533  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0533
 JU0533                         *CURRENT SURVEY CONTROL
 JU0533  ______________________________________________________________________
 JU0533* NAD 83(1986) POSITION- 39 27 20.     (N) 074 32 49.     (W)   SCALED
 JU0533* NAVD 88 ORTHO HEIGHT -     7.555 (meters)       24.79  (feet) ADJUSTED
 JU0533  ______________________________________________________________________
 JU0533  GEOID HEIGHT    -        -33.890 (meters)                     GEOID18
 JU0533  DYNAMIC HEIGHT  -          7.551 (meters)       24.77  (feet) COMP
 JU0533  MODELED GRAVITY -    980,125.3   (mgal)                       NAVD 88
 JU0533
 JU0533  VERT ORDER      -  FIRST     CLASS I
 JU0533
 JU0533.The horizontal coordinates were scaled from a map and have
 JU0533.an estimated accuracy of +/- 6 seconds.
 JU0533
 JU0533.The orthometric height was determined by differential leveling and
 JU0533.adjusted by the NATIONAL GEODETIC SURVEY
 JU0533.in June 1991.
 JU0533
 JU0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0533.GEOID18 height accuracy estimate available here.
 JU0533
 JU0533.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ389674(NAD 83)
 JU0533
 JU0533                          SUPERSEDED SURVEY CONTROL
 JU0533
 JU0533  NGVD 29 (11/26/84)    7.938  (m)           26.04   (f) ADJUSTED    1 1
 JU0533
 JU0533.Superseded values are not recommended for survey control.
 JU0533
 JU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0533.See file dsdata.pdf to determine how the superseded data were derived.
 JU0533
 JU0533_MARKER: DB = BENCH MARK DISK
 JU0533_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0533_SP_SET: CULVERT HEADWALL
 JU0533_STAMPING: 26.043 A 4 1924
 JU0533_MARK LOGO: CGS
 JU0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0533+STABILITY: SURFACE MOTION
 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 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 = JULY 24, 2026 22:12:30 EDT
 LY0694 ***********************************************************************
 LY0694  DESIGNATION -  A 4 1/2
 LY0694  PID         -  LY0694
 LY0694  STATE/COUNTY-  NJ/SUSSEX
 LY0694  COUNTRY     -  US
 LY0694  USGS QUAD   -  FRANKLIN (2019)
 LY0694
 LY0694                         *CURRENT SURVEY CONTROL
 LY0694  ______________________________________________________________________
 LY0694* NAD 83(1986) POSITION- 41 07 05.     (N) 074 35 24.     (W)   SCALED
 LY0694* NAVD 88 ORTHO HEIGHT -   189.644 (meters)      622.19  (feet) ADJUSTED
 LY0694  ______________________________________________________________________
 LY0694  GEOID HEIGHT    -        -32.493 (meters)                     GEOID18
 LY0694  DYNAMIC HEIGHT  -        189.562 (meters)      621.92  (feet) COMP
 LY0694  MODELED GRAVITY -    980,187.5   (mgal)                       NAVD 88
 LY0694
 LY0694  VERT ORDER      -  FIRST     CLASS II
 LY0694
 LY0694.The horizontal coordinates were scaled from a map and have
 LY0694.an estimated accuracy of +/- 6 seconds.
 LY0694
 LY0694.The orthometric height was determined by differential leveling and
 LY0694.adjusted by the NATIONAL GEODETIC SURVEY
 LY0694.in June 1991.
 LY0694
 LY0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0694.GEOID18 height accuracy estimate available here.
 LY0694
 LY0694.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL344519(NAD 83)
 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
 LY0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0694.See file dsdata.pdf to determine how the superseded data were derived.
 LY0694
 LY0694_MARKER: R = RIVET
 LY0694_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY0694_SP_SET: CURB
 LY0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0694+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2023
 LY0694
 LY0694  HISTORY     - Date     Condition        Report By
 LY0694  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0694  HISTORY     - 1934     GOOD             CGS
 LY0694  HISTORY     - 20231101 SEE DESCRIPTION  NJGS
 LY0694
 LY0694                          STATION DESCRIPTION
 LY0694
 LY0694'DESCRIBED BY COAST AND 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.
 LY0694
 LY0694                          STATION RECOVERY (2023)
 LY0694
 LY0694'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 LY0694'ALL CURBS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1652 ***********************************************************************
 KU1652  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1652  DESIGNATION -  A 40
 KU1652  PID         -  KU1652
 KU1652  STATE/COUNTY-  NJ/BERGEN
 KU1652  COUNTRY     -  US
 KU1652  USGS QUAD   -  CENTRAL PARK (2019)
 KU1652
 KU1652                         *CURRENT SURVEY CONTROL
 KU1652  ______________________________________________________________________
 KU1652* NAD 83(1986) POSITION- 40 49 01.     (N) 073 58 51.     (W)   SCALED
 KU1652* NAVD 88 ORTHO HEIGHT -     2.425 (meters)        7.96  (feet) ADJUSTED
 KU1652  ______________________________________________________________________
 KU1652  GEOID HEIGHT    -        -31.667 (meters)                     GEOID18
 KU1652  DYNAMIC HEIGHT  -          2.424 (meters)        7.95  (feet) COMP
 KU1652  MODELED GRAVITY -    980,244.2   (mgal)                       NAVD 88
 KU1652
 KU1652  VERT ORDER      -  SECOND    CLASS 0
 KU1652
 KU1652.The horizontal coordinates were scaled from a map and have
 KU1652.an estimated accuracy of +/- 6 seconds.
 KU1652
 KU1652.The orthometric height was determined by differential leveling and
 KU1652.adjusted by the NATIONAL GEODETIC SURVEY
 KU1652.in June 1991.
 KU1652
 KU1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1652.GEOID18 height accuracy estimate available here.
 KU1652
 KU1652.This Tidal Bench Mark is designated as VM 2440
 KU1652.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KU1652
 KU1652.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL859189(NAD 83)
 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
 KU1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1652.See file dsdata.pdf to determine how the superseded data were derived.
 KU1652
 KU1652_MARKER: DB = BENCH MARK DISK
 KU1652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU1652_SP_SET: RETAINING WALL
 KU1652_STAMPING: A 40 1956
 KU1652_MARK LOGO: CGS
 KU1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1652+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KU1657 ***********************************************************************
 KU1657  DESIGNATION -  A 41
 KU1657  PID         -  KU1657
 KU1657  STATE/COUNTY-  NJ/BERGEN
 KU1657  COUNTRY     -  US
 KU1657  USGS QUAD   -  CENTRAL PARK (2019)
 KU1657
 KU1657                         *CURRENT SURVEY CONTROL
 KU1657  ______________________________________________________________________
 KU1657* NAD 83(1986) POSITION- 40 49 33.     (N) 073 58 42.     (W)   SCALED
 KU1657* NAVD 88 ORTHO HEIGHT -    70.673 (meters)      231.87  (feet) ADJUSTED
 KU1657  ______________________________________________________________________
 KU1657  GEOID HEIGHT    -        -31.650 (meters)                     GEOID18
 KU1657  DYNAMIC HEIGHT  -         70.646 (meters)      231.78  (feet) COMP
 KU1657  MODELED GRAVITY -    980,244.1   (mgal)                       NAVD 88
 KU1657
 KU1657  VERT ORDER      -  SECOND    CLASS 0
 KU1657
 KU1657.The horizontal coordinates were scaled from a map and have
 KU1657.an estimated accuracy of +/- 6 seconds.
 KU1657
 KU1657.The orthometric height was determined by differential leveling and
 KU1657.adjusted by the NATIONAL GEODETIC SURVEY
 KU1657.in June 1991.
 KU1657
 KU1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1657.GEOID18 height accuracy estimate available here.
 KU1657
 KU1657.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL861199(NAD 83)
 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
 KU1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1657.See file dsdata.pdf to determine how the superseded data were derived.
 KU1657
 KU1657_MARKER: DB = BENCH MARK DISK
 KU1657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1657_SP_SET: TOWER BASE
 KU1657_STAMPING: A 41 1956
 KU1657_MARK LOGO: CGS
 KU1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 HU0002 ***********************************************************************
 HU0002  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0002  DESIGNATION -  A 5
 HU0002  PID         -  HU0002
 HU0002  STATE/COUNTY-  NJ/CAPE MAY
 HU0002  COUNTRY     -  US
 HU0002  USGS QUAD   -  CAPE MAY (2019)
 HU0002
 HU0002                         *CURRENT SURVEY CONTROL
 HU0002  ______________________________________________________________________
 HU0002* NAD 83(1986) POSITION- 38 55 55.7    (N) 074 55 10.5    (W)   HD_HELD2
 HU0002* NAVD 88 ORTHO HEIGHT -     2.519 (meters)        8.26  (feet) ADJUSTED
 HU0002  ______________________________________________________________________
 HU0002  GEOID HEIGHT    -        -35.525 (meters)                     GEOID18
 HU0002  DYNAMIC HEIGHT  -          2.517 (meters)        8.26  (feet) COMP
 HU0002  MODELED GRAVITY -    980,047.6   (mgal)                       NAVD 88
 HU0002
 HU0002  VERT ORDER      -  FIRST     CLASS II
 HU0002
 HU0002.The horizontal coordinates were established by autonomous hand held GPS
 HU0002.observations and have an estimated accuracy of +/- 10 meters.
 HU0002
 HU0002.The orthometric height was determined by differential leveling and
 HU0002.adjusted by the NATIONAL GEODETIC SURVEY
 HU0002.in June 1991.
 HU0002
 HU0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0002.GEOID18 height accuracy estimate available here.
 HU0002
 HU0002.This Tidal Bench Mark is designated as VM 15508
 HU0002.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU0002
 HU0002.Click photographs - Photos may exist for this station.
 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       -    11,051.      113,622.      MT  (+/- 10 meters HH2 GPS)
 HU0002
 HU0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0697009249(NAD 83)
 HU0002
 HU0002                          SUPERSEDED SURVEY CONTROL
 HU0002
 HU0002  NGVD 29 (01/10/92)    2.917  (m)            9.57   (f) ADJUSTED    1 2
 HU0002  NGVD 29 (??/??/87)    2.900  (m)            9.51   (f) SUPERSEDED  1 2
 HU0002
 HU0002.Superseded values are not recommended for survey control.
 HU0002
 HU0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0002.See file dsdata.pdf to determine how the superseded data were derived.
 HU0002
 HU0002_MARKER: DB = BENCH MARK DISK
 HU0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0002_STAMPING: 9.514 A-5 1924
 HU0002_MARK LOGO: CGS
 HU0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0002+STABILITY: SURFACE MOTION
 HU0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0002+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2018
 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  HISTORY     - 20080425 GOOD             INDIV
 HU0002  HISTORY     - 20181019 GOOD             USPSQD
 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.
 HU0002
 HU0002                          STATION RECOVERY (2008)
 HU0002
 HU0002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HBH)
 HU0002'RECOVERED AS DESCRIBED.
 HU0002
 HU0002                          STATION RECOVERY (2018)
 HU0002
 HU0002'RECOVERY NOTE BY US POWER SQUADRON 2018 (DMM)
 HU0002'THE MARKER IS COVERED WITH DIRT AT THE EDGE OF THE CIRCULAR FLOWER BED
 HU0002'AT THE BED BASE OF THE FLAG POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0692 ***********************************************************************
 LY0692  DESIGNATION -  A 5 1/4
 LY0692  PID         -  LY0692
 LY0692  STATE/COUNTY-  NJ/SUSSEX
 LY0692  COUNTRY     -  US
 LY0692  USGS QUAD   -  FRANKLIN (2019)
 LY0692
 LY0692                         *CURRENT SURVEY CONTROL
 LY0692  ______________________________________________________________________
 LY0692* NAD 83(1986) POSITION- 41 07 01.     (N) 074 35 31.     (W)   SCALED
 LY0692* NAVD 88 ORTHO HEIGHT -   172.194 (meters)      564.94  (feet) ADJUSTED
 LY0692  ______________________________________________________________________
 LY0692  GEOID HEIGHT    -        -32.497 (meters)                     GEOID18
 LY0692  DYNAMIC HEIGHT  -        172.119 (meters)      564.69  (feet) COMP
 LY0692  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 LY0692
 LY0692  VERT ORDER      -  FIRST     CLASS II
 LY0692
 LY0692.The horizontal coordinates were scaled from a map and have
 LY0692.an estimated accuracy of +/- 6 seconds.
 LY0692
 LY0692.The orthometric height was determined by differential leveling and
 LY0692.adjusted by the NATIONAL GEODETIC SURVEY
 LY0692.in June 1991.
 LY0692
 LY0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0692.GEOID18 height accuracy estimate available here.
 LY0692
 LY0692.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL342518(NAD 83)
 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
 LY0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0692.See file dsdata.pdf to determine how the superseded data were derived.
 LY0692
 LY0692_MARKER: R = RIVET
 LY0692_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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             CGS
 LY0692  HISTORY     - 20231101 SEE DESCRIPTION  NJGS
 LY0692
 LY0692                          STATION DESCRIPTION
 LY0692
 LY0692'DESCRIBED BY COAST AND 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.
 LY0692
 LY0692                          STATION RECOVERY (2023)
 LY0692
 LY0692'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 LY0692'ALL CURBS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0338 ***********************************************************************
 KV0338  DESIGNATION -  A 53
 KV0338  PID         -  KV0338
 KV0338  STATE/COUNTY-  NJ/HUDSON
 KV0338  COUNTRY     -  US
 KV0338  USGS QUAD   -  JERSEY CITY (2019)
 KV0338
 KV0338                         *CURRENT SURVEY CONTROL
 KV0338  ______________________________________________________________________
 KV0338* NAD 83(1986) POSITION- 40 40 52.     (N) 074 06 05.     (W)   SCALED
 KV0338* NAVD 88 ORTHO HEIGHT -     8.027 (meters)       26.34  (feet) ADJUSTED
 KV0338  ______________________________________________________________________
 KV0338  GEOID HEIGHT    -        -32.126 (meters)                     GEOID18
 KV0338  DYNAMIC HEIGHT  -          8.024 (meters)       26.33  (feet) COMP
 KV0338  MODELED GRAVITY -    980,236.4   (mgal)                       NAVD 88
 KV0338
 KV0338  VERT ORDER      -  SECOND    CLASS 0
 KV0338
 KV0338.The horizontal coordinates were scaled from a map and have
 KV0338.an estimated accuracy of +/- 6 seconds.
 KV0338
 KV0338.The orthometric height was determined by differential leveling and
 KV0338.adjusted by the NATIONAL GEODETIC SURVEY
 KV0338.in June 1991.
 KV0338
 KV0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0338.GEOID18 height accuracy estimate available here.
 KV0338
 KV0338.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL759037(NAD 83)
 KV0338
 KV0338                          SUPERSEDED SURVEY CONTROL
 KV0338
 KV0338  NGVD 29 (04/16/92)    8.369  (m)           27.46   (f) ADJUSTED    2 0
 KV0338  NGVD 29 (??/??/87)    8.372  (m)           27.47   (f) SUPERSEDED  2 0
 KV0338
 KV0338.Superseded values are not recommended for survey control.
 KV0338
 KV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0338.See file dsdata.pdf to determine how the superseded data were derived.
 KV0338
 KV0338_MARKER: DB = BENCH MARK DISK
 KV0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0338_SP_SET: CRANE FOUNDATION
 KV0338_STAMPING: A 53 1961
 KV0338_MARK LOGO: CGS
 KV0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KU0850 ***********************************************************************
 KU0850  DESIGNATION -  A 54
 KU0850  PID         -  KU0850
 KU0850  STATE/COUNTY-  NJ/MONMOUTH
 KU0850  COUNTRY     -  US
 KU0850  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0850
 KU0850                         *CURRENT SURVEY CONTROL
 KU0850  ______________________________________________________________________
 KU0850* NAD 83(1986) POSITION- 40 19 55.     (N) 073 59 18.     (W)   SCALED
 KU0850* NAVD 88 ORTHO HEIGHT -     1.561 (meters)        5.12  (feet) ADJUSTED
 KU0850  ______________________________________________________________________
 KU0850  GEOID HEIGHT    -        -32.683 (meters)                     GEOID18
 KU0850  DYNAMIC HEIGHT  -          1.561 (meters)        5.12  (feet) COMP
 KU0850  MODELED GRAVITY -    980,178.6   (mgal)                       NAVD 88
 KU0850
 KU0850  VERT ORDER      -  FIRST     CLASS I
 KU0850
 KU0850.The horizontal coordinates were scaled from a map and have
 KU0850.an estimated accuracy of +/- 6 seconds.
 KU0850
 KU0850.The orthometric height was determined by differential leveling and
 KU0850.adjusted by the NATIONAL GEODETIC SURVEY
 KU0850.in June 1991.
 KU0850
 KU0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0850.GEOID18 height accuracy estimate available here.
 KU0850
 KU0850.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859650(NAD 83)
 KU0850
 KU0850                          SUPERSEDED SURVEY CONTROL
 KU0850
 KU0850  NGVD 29 (??/??/92)    1.927  (m)            6.32   (f) SUPERSEDED  1 1
 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
 KU0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0850.See file dsdata.pdf to determine how the superseded data were derived.
 KU0850
 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             CGS
 KU0850  HISTORY     - 19920807 MARK NOT FOUND   USPSQD
 KU0850
 KU0850                          STATION DESCRIPTION
 KU0850
 KU0850'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU0851 ***********************************************************************
 KU0851  DESIGNATION -  A 54 RESET
 KU0851  PID         -  KU0851
 KU0851  STATE/COUNTY-  NJ/MONMOUTH
 KU0851  COUNTRY     -  US
 KU0851  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0851
 KU0851                         *CURRENT SURVEY CONTROL
 KU0851  ______________________________________________________________________
 KU0851* NAD 83(1986) POSITION- 40 19 55.     (N) 073 59 18.     (W)   SCALED
 KU0851* NAVD 88 ORTHO HEIGHT -     2.789 (meters)        9.15  (feet) ADJUSTED
 KU0851  ______________________________________________________________________
 KU0851  GEOID HEIGHT    -        -32.683 (meters)                     GEOID18
 KU0851  DYNAMIC HEIGHT  -          2.788 (meters)        9.15  (feet) COMP
 KU0851  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 KU0851
 KU0851  VERT ORDER      -  FIRST     CLASS II
 KU0851
 KU0851.The horizontal coordinates were scaled from a map and have
 KU0851.an estimated accuracy of +/- 6 seconds.
 KU0851
 KU0851.The orthometric height was determined by differential leveling and
 KU0851.adjusted by the NATIONAL GEODETIC SURVEY
 KU0851.in May 2011.
 KU0851
 KU0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0851.GEOID18 height accuracy estimate available here.
 KU0851
 KU0851.Click photographs - Photos may exist for this station.
 KU0851
 KU0851.The dynamic height is computed by dividing the NAVD 88
 KU0851.geopotential number by the normal gravity value computed on the
 KU0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0851.degrees latitude (g = 980.6199 gals.).
 KU0851
 KU0851.The modeled gravity was interpolated from observed gravity values.
 KU0851
 KU0851;                    North         East    Units  Estimated Accuracy
 KU0851;SPC NJ       -   166,500.      193,480.      MT  (+/- 180 meters Scaled)
 KU0851
 KU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859650(NAD 83)
 KU0851
 KU0851                          SUPERSEDED SURVEY CONTROL
 KU0851
 KU0851  NAVD 88 (02/11/25)    2.773  (m)            9.10   (f) SUPERSEDED  3 0
 KU0851  NGVD 29 (??/??/??)    3.14   (m)           10.3    (f) RESET       3  
 KU0851
 KU0851.Superseded values are not recommended for survey control.
 KU0851
 KU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0851.See file dsdata.pdf to determine how the superseded data were derived.
 KU0851
 KU0851_MARKER: DB = BENCH MARK DISK
 KU0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0851_STAMPING: A 54 RESET 1972
 KU0851_MARK LOGO: CGS
 KU0851_PROJECTION: FLUSH
 KU0851_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0851+STABILITY: SURFACE MOTION
 KU0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0851+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2008
 KU0851
 KU0851  HISTORY     - Date     Condition        Report By
 KU0851  HISTORY     - 1972     MONUMENTED       LOCSUR
 KU0851  HISTORY     - 19920807 GOOD             USPSQD
 KU0851  HISTORY     - 20080728 GOOD             NJGS
 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.
 KU0851
 KU0851                          STATION RECOVERY (2008)
 KU0851
 KU0851'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KU0851'THE STATION IS LOCATED IN MONMOUTH BEACH, SET IN A GRASSY MEDIAN OF
 KU0851'TOCCI AVENUE, 220.4 FT (67.2 M) SOUTH FROM THE CENTERLINE OF WESLEY
 KU0851'AVENUE.
 KU0851'
 KU0851'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE (STATE ROUTE
 KU0851'36) AND BEACH ROAD, GO 0.4 MI (0.6 KM) WEST ON BEACH ROAD TO THE
 KU0851'JUNCTION WITH RIVERDALE AVENUE.  TURN RIGHT AND GO 0.05 MI (0.1 KM)
 KU0851'NORTH TO WESLEY STREET.  TURN LEFT AND GO 0.25 MI (0.4 KM) WEST ON
 KU0851'WESLEY STREET TO THE JUNCTION WITH TOCCI AVENUE.  TURN LEFT AND GO 220
 KU0851'FT (67.1 M) TO THE STATION ON THE LEFT.
 KU0851'
 KU0851'THE STATION IS IN FRONT OF HOUSE NUMBER 32 70 FT (21.3 M) NORTHEAST OF
 KU0851'POLE NUMBER JC279MB, 61.5 FT (18.7 M) SOUTHEAST OF POLE NUMBER
 KU0851'JC278MB, SET IN THE CENTER OF THE GRASSY MEDIAN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0096 ***********************************************************************
 JU0096  DESIGNATION -  A 55
 JU0096  PID         -  JU0096
 JU0096  STATE/COUNTY-  NJ/OCEAN
 JU0096  COUNTRY     -  US
 JU0096  USGS QUAD   -  TUCKERTON (2019)
 JU0096
 JU0096                         *CURRENT SURVEY CONTROL
 JU0096  ______________________________________________________________________
 JU0096* NAD 83(1986) POSITION- 39 36 27.     (N) 074 19 41.     (W)   SCALED
 JU0096* NAVD 88 ORTHO HEIGHT -     3.340 (meters)       10.96  (feet) ADJUSTED
 JU0096  ______________________________________________________________________
 JU0096  GEOID HEIGHT    -        -33.472 (meters)                     GEOID18
 JU0096  DYNAMIC HEIGHT  -          3.339 (meters)       10.95  (feet) COMP
 JU0096  MODELED GRAVITY -    980,153.2   (mgal)                       NAVD 88
 JU0096
 JU0096  VERT ORDER      -  FIRST     CLASS I
 JU0096
 JU0096.The horizontal coordinates were scaled from a map and have
 JU0096.an estimated accuracy of +/- 6 seconds.
 JU0096
 JU0096.The orthometric height was determined by differential leveling and
 JU0096.adjusted by the NATIONAL GEODETIC SURVEY
 JU0096.in June 1991.
 JU0096
 JU0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0096.GEOID18 height accuracy estimate available here.
 JU0096
 JU0096.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ576844(NAD 83)
 JU0096
 JU0096                          SUPERSEDED SURVEY CONTROL
 JU0096
 JU0096  NGVD 29 (04/16/92)    3.729  (m)           12.23   (f) ADJUSTED    1 1
 JU0096  NGVD 29 (01/10/92)    3.729  (m)           12.23   (f) SUPERSEDED  1 1
 JU0096  NGVD 29 (??/??/87)    3.729  (m)           12.23   (f) SUPERSEDED  1 1
 JU0096
 JU0096.Superseded values are not recommended for survey control.
 JU0096
 JU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0096.See file dsdata.pdf to determine how the superseded data were derived.
 JU0096
 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 - September 01, 2024
 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  HISTORY     - 20221008 GOOD             ANDREW
 JU0096  HISTORY     - 20240901 GOOD             LOCSUR
 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.
 JU0096
 JU0096                          STATION RECOVERY (2022)
 JU0096
 JU0096'RECOVERY NOTE BY ANDREWS MILLER AND ASSOC INC 2022 (AS)
 JU0096'RECOVERED IN GOOD CONDITION.
 JU0096
 JU0096                          STATION RECOVERY (2024)
 JU0096
 JU0096'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (RAL)
 JU0096'NJ SPC METERS N85848 E164666.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0275 ***********************************************************************
 JU0275  DESIGNATION -  A 56
 JU0275  PID         -  JU0275
 JU0275  STATE/COUNTY-  NJ/ATLANTIC
 JU0275  COUNTRY     -  US
 JU0275  USGS QUAD   -  OCEANVILLE (2019)
 JU0275
 JU0275                         *CURRENT SURVEY CONTROL
 JU0275  ______________________________________________________________________
 JU0275* NAD 83(1986) POSITION- 39 29 35.     (N) 074 26 57.     (W)   SCALED
 JU0275* NAVD 88 ORTHO HEIGHT -    13.264 (meters)       43.52  (feet) ADJUSTED
 JU0275  ______________________________________________________________________
 JU0275  GEOID HEIGHT    -        -33.805 (meters)                     GEOID18
 JU0275  DYNAMIC HEIGHT  -         13.257 (meters)       43.49  (feet) COMP
 JU0275  MODELED GRAVITY -    980,134.0   (mgal)                       NAVD 88
 JU0275
 JU0275  VERT ORDER      -  FIRST     CLASS II
 JU0275
 JU0275.The horizontal coordinates were scaled from a map and have
 JU0275.an estimated accuracy of +/- 6 seconds.
 JU0275
 JU0275.The orthometric height was determined by differential leveling and
 JU0275.adjusted by the NATIONAL GEODETIC SURVEY
 JU0275.in June 1991.
 JU0275
 JU0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0275.GEOID18 height accuracy estimate available here.
 JU0275
 JU0275.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ473716(NAD 83)
 JU0275
 JU0275                          SUPERSEDED SURVEY CONTROL
 JU0275
 JU0275  NGVD 29 (04/16/92)   13.651  (m)           44.79   (f) ADJUSTED    1 2
 JU0275  NGVD 29 (01/10/92)   13.651  (m)           44.79   (f) SUPERSEDED  1 2
 JU0275  NGVD 29 (??/??/87)   13.530  (m)           44.39   (f) SUPERSEDED  1 2
 JU0275
 JU0275.Superseded values are not recommended for survey control.
 JU0275
 JU0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0275.See file dsdata.pdf to determine how the superseded data were derived.
 JU0275
 JU0275_MARKER: DB = BENCH MARK DISK
 JU0275_SETTING: 7 = 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 - May 10, 2011
 JU0275
 JU0275  HISTORY     - Date     Condition        Report By
 JU0275  HISTORY     - 1961     MONUMENTED       CGS
 JU0275  HISTORY     - 1979     GOOD             NGS
 JU0275  HISTORY     - 19950316 GOOD             NJGS
 JU0275  HISTORY     - 20110510 GOOD             INDIV
 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.
 JU0275
 JU0275                          STATION RECOVERY (2011)
 JU0275
 JU0275'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU0275'RECOVERED IN GOOD CONDITION. THE STATION IS 19 FT. SOUTHEAST OF THE
 JU0275'SOUTHEAST POST OF THE SIGN FOR THE COLONY AT SMITHVILLE DEVELOPMENT.
 JU0275'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0574 ***********************************************************************
 JU0574  DESIGNATION -  A 57
 JU0574  PID         -  JU0574
 JU0574  STATE/COUNTY-  NJ/ATLANTIC
 JU0574  COUNTRY     -  US
 JU0574  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0574
 JU0574                         *CURRENT SURVEY CONTROL
 JU0574  ______________________________________________________________________
 JU0574* NAD 83(1986) POSITION- 39 34 00.44   (N) 074 42 08.92   (W)   HD_HELD1
 JU0574* NAVD 88 ORTHO HEIGHT -    23.850 (meters)       78.25  (feet) ADJUSTED
 JU0574  ______________________________________________________________________
 JU0574  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 JU0574  DYNAMIC HEIGHT  -         23.838 (meters)       78.21  (feet) COMP
 JU0574  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 JU0574
 JU0574  VERT ORDER      -  FIRST     CLASS I
 JU0574
 JU0574.The horizontal coordinates were determined by differentially corrected
 JU0574.hand held GPS observations or other comparable positioning techniques
 JU0574.and have an estimated accuracy of +/- 3 meters.
 JU0574
 JU0574.The orthometric height was determined by differential leveling and
 JU0574.adjusted by the NATIONAL GEODETIC SURVEY
 JU0574.in June 1991.
 JU0574
 JU0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0574.GEOID18 height accuracy estimate available here.
 JU0574
 JU0574.Click photographs - Photos may exist for this station.
 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       -    81,439.2     132,602.6     MT  (+/- 3 meters HH1 GPS) 
 JU0574
 JU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2555679719(NAD 83)
 JU0574
 JU0574                          SUPERSEDED SURVEY CONTROL
 JU0574
 JU0574  NGVD 29 (11/26/84)   24.223  (m)           79.47   (f) ADJUSTED    1 1
 JU0574
 JU0574.Superseded values are not recommended for survey control.
 JU0574
 JU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0574.See file dsdata.pdf to determine how the superseded data were derived.
 JU0574
 JU0574_MARKER: DB = BENCH MARK DISK
 JU0574_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0574_SP_SET: CULVERT
 JU0574_STAMPING: A 57 1961
 JU0574_MARK LOGO: CGS
 JU0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0574+STABILITY: SURFACE MOTION
 JU0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0574+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2020
 JU0574
 JU0574  HISTORY     - Date     Condition        Report By
 JU0574  HISTORY     - 1961     MONUMENTED       CGS
 JU0574  HISTORY     - 1963     GOOD             CGS
 JU0574  HISTORY     - 20070817 GOOD             NJGS
 JU0574  HISTORY     - 20120516 GOOD             INDIV
 JU0574  HISTORY     - 20201211 GOOD             NJGS
 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.
 JU0574
 JU0574                          STATION RECOVERY (2007)
 JU0574
 JU0574'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (ECB)
 JU0574'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS AT MILEPOST 37.3
 JU0574'EASTBOUND FOR US HIGHWAY 30.
 JU0574
 JU0574                          STATION RECOVERY (2012)
 JU0574
 JU0574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0574'RECOVERED AS DESCRIBED EXCEPT THAT THE POWER LINE POLE DESCRIBED IN
 JU0574'1963 IS NO LONGER PRESENT. THE STATION IS 3.5 FEET SOUTHWEST OF A NEW
 JU0574'JERSEY GEODETIC SURVEY WITNESS POST.
 JU0574
 JU0574                          STATION RECOVERY (2020)
 JU0574
 JU0574'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU0574'THE STATION IS 14.5 FT (4.4 M) SOUTH OF DRAINAGE INLET, 71.75 FT (21.9
 JU0574'M) NORTHWEST OF THE CENTERLINE EXTENSION OF NINTH AVENUE AND 125 FT
 JU0574'(38.1 M) SOUTHEAST OF POLE 72406 36849.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2134 ***********************************************************************
 JU2134  DESIGNATION -  A 58
 JU2134  PID         -  JU2134
 JU2134  STATE/COUNTY-  NJ/CAPE MAY
 JU2134  COUNTRY     -  US
 JU2134  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2134
 JU2134                         *CURRENT SURVEY CONTROL
 JU2134  ______________________________________________________________________
 JU2134* NAD 83(1986) POSITION- 39 10 19.     (N) 074 43 48.     (W)   SCALED
 JU2134* NAVD 88 ORTHO HEIGHT -     2.780 (meters)        9.12  (feet) ADJUSTED
 JU2134  ______________________________________________________________________
 JU2134  GEOID HEIGHT    -        -34.921 (meters)                     GEOID18
 JU2134  DYNAMIC HEIGHT  -          2.778 (meters)        9.11  (feet) COMP
 JU2134  MODELED GRAVITY -    980,079.1   (mgal)                       NAVD 88
 JU2134
 JU2134  VERT ORDER      -  FIRST     CLASS II
 JU2134
 JU2134.The horizontal coordinates were scaled from a map and have
 JU2134.an estimated accuracy of +/- 6 seconds.
 JU2134
 JU2134.The orthometric height was determined by differential leveling and
 JU2134.adjusted by the NATIONAL GEODETIC SURVEY
 JU2134.in June 1991.
 JU2134
 JU2134.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2134.GEOID18 height accuracy estimate available here.
 JU2134
 JU2134.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ233358(NAD 83)
 JU2134
 JU2134                          SUPERSEDED SURVEY CONTROL
 JU2134
 JU2134  NGVD 29 (04/16/92)    3.165  (m)           10.38   (f) ADJUSTED    1 2
 JU2134  NGVD 29 (01/10/92)    3.165  (m)           10.38   (f) SUPERSEDED  1 2
 JU2134  NGVD 29 (??/??/87)    3.165  (m)           10.38   (f) SUPERSEDED  1 2
 JU2134
 JU2134.Superseded values are not recommended for survey control.
 JU2134
 JU2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2134.See file dsdata.pdf to determine how the superseded data were derived.
 JU2134
 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 = JULY 24, 2026 22:12:30 EDT
 JU1006 ***********************************************************************
 JU1006  DESIGNATION -  A 59
 JU1006  PID         -  JU1006
 JU1006  STATE/COUNTY-  NJ/CUMBERLAND
 JU1006  COUNTRY     -  US
 JU1006  USGS QUAD   -  CEDARVILLE (2019)
 JU1006
 JU1006                         *CURRENT SURVEY CONTROL
 JU1006  ______________________________________________________________________
 JU1006* NAD 83(1986) POSITION- 39 16 13.23   (N) 075 09 57.42   (W)   HD_HELD1
 JU1006* NAVD 88 ORTHO HEIGHT -     2.932 (meters)        9.62  (feet) ADJUSTED
 JU1006  ______________________________________________________________________
 JU1006  GEOID HEIGHT    -        -34.278 (meters)                     GEOID18
 JU1006  DYNAMIC HEIGHT  -          2.930 (meters)        9.61  (feet) COMP
 JU1006  MODELED GRAVITY -    980,101.5   (mgal)                       NAVD 88
 JU1006
 JU1006  VERT ORDER      -  SECOND    CLASS 0
 JU1006
 JU1006.The horizontal coordinates were determined by differentially corrected
 JU1006.hand held GPS observations or other comparable positioning techniques
 JU1006.and have an estimated accuracy of +/- 3 meters.
 JU1006
 JU1006.The orthometric height was determined by differential leveling and
 JU1006.adjusted by the NATIONAL GEODETIC SURVEY
 JU1006.in June 1991.
 JU1006
 JU1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1006.GEOID18 height accuracy estimate available here.
 JU1006
 JU1006.Click photographs - Photos may exist for this station.
 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       -    48,721.7      92,536.8     MT  (+/- 3 meters HH1 GPS) 
 JU1006
 JU1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8568446790(NAD 83)
 JU1006
 JU1006                          SUPERSEDED SURVEY CONTROL
 JU1006
 JU1006  NGVD 29 (04/16/92)    3.263  (m)           10.71   (f) ADJUSTED    2 0
 JU1006  NGVD 29 (??/??/87)    3.332  (m)           10.93   (f) SUPERSEDED  2 0
 JU1006
 JU1006.Superseded values are not recommended for survey control.
 JU1006
 JU1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1006.See file dsdata.pdf to determine how the superseded data were derived.
 JU1006
 JU1006_MARKER: DB = BENCH MARK DISK
 JU1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1006_STAMPING: A 59 1961
 JU1006_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0827 ***********************************************************************
 KV0827  DESIGNATION -  A 6
 KV0827  PID         -  KV0827
 KV0827  STATE/COUNTY-  NJ/MONMOUTH
 KV0827  COUNTRY     -  US
 KV0827  USGS QUAD   -  POINT PLEASANT (2019)
 KV0827
 KV0827                         *CURRENT SURVEY CONTROL
 KV0827  ______________________________________________________________________
 KV0827* NAD 83(1986) POSITION- 40 07 25.39   (N) 074 03 05.15   (W)   HD_HELD1
 KV0827* NAVD 88 ORTHO HEIGHT -     5.976 (meters)       19.61  (feet) ADJUSTED
 KV0827  ______________________________________________________________________
 KV0827  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 KV0827  DYNAMIC HEIGHT  -          5.973 (meters)       19.60  (feet) COMP
 KV0827  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 KV0827
 KV0827  VERT ORDER      -  FIRST     CLASS II
 KV0827
 KV0827.The horizontal coordinates were determined by differentially corrected
 KV0827.hand held GPS observations or other comparable positioning techniques
 KV0827.and have an estimated accuracy of +/- 3 meters.
 KV0827
 KV0827.The orthometric height was determined by differential leveling and
 KV0827.adjusted by the NATIONAL GEODETIC SURVEY
 KV0827.in September 2015.
 KV0827
 KV0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0827.GEOID18 height accuracy estimate available here.
 KV0827
 KV0827.Click photographs - Photos may exist for this station.
 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       -   143,346.8     188,232.1     MT  (+/- 3 meters HH1 GPS) 
 KV0827
 KV0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8082341920(NAD 83)
 KV0827
 KV0827                          SUPERSEDED SURVEY CONTROL
 KV0827
 KV0827  NAVD 88 (06/15/91)    5.977  (m)           19.61   (f) SUPERSEDED  1 1
 KV0827  NGVD 29 (04/16/92)    6.310  (m)           20.70   (f) ADJUSTED    1 1
 KV0827  NGVD 29 (01/10/92)    6.310  (m)           20.70   (f) SUPERSEDED  1 1
 KV0827  NGVD 29 (??/??/87)    6.353  (m)           20.84   (f) SUPERSEDED  1 1
 KV0827
 KV0827.Superseded values are not recommended for survey control.
 KV0827
 KV0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0827.See file dsdata.pdf to determine how the superseded data were derived.
 KV0827
 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_MARK LOGO: CGS
 KV0827_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0827+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 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  HISTORY     - 20120718 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.
 KV0827
 KV0827                          STATION RECOVERY (2012)
 KV0827
 KV0827'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV0827'RECOVERED IN GOOD CONDITION.
 KV0827'
 KV0827'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF
 KV0827'ASBURY PARK, 2.9 MI (4.7 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 2.3
 KV0827'MI (3.7 KM) NORTH OF POINT PLEASANT BEACH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0473 ***********************************************************************
 KV0473  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0473  DESIGNATION -  A 62
 KV0473  PID         -  KV0473
 KV0473  STATE/COUNTY-  NJ/BERGEN
 KV0473  COUNTRY     -  US
 KV0473  USGS QUAD   -  WEEHAWKEN (2016)
 KV0473
 KV0473                         *CURRENT SURVEY CONTROL
 KV0473  ______________________________________________________________________
 KV0473* NAD 83(1986) POSITION- 40 50 45.1    (N) 074 02 32.3    (W)   HD_HELD2
 KV0473* NAVD 88 ORTHO HEIGHT -     2.069 (meters)        6.79  (feet) ADJUSTED
 KV0473  ______________________________________________________________________
 KV0473  GEOID HEIGHT    -        -31.874 (meters)                     GEOID18
 KV0473  DYNAMIC HEIGHT  -          2.068 (meters)        6.78  (feet) COMP
 KV0473  MODELED GRAVITY -    980,238.6   (mgal)                       NAVD 88
 KV0473
 KV0473  VERT ORDER      -  SECOND    CLASS 0
 KV0473
 KV0473.The horizontal coordinates were established by autonomous hand held GPS
 KV0473.observations and have an estimated accuracy of +/- 10 meters.
 KV0473
 KV0473.The orthometric height was determined by differential leveling and
 KV0473.adjusted by the NATIONAL GEODETIC SURVEY
 KV0473.in June 1991.
 KV0473
 KV0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0473.GEOID18 height accuracy estimate available here.
 KV0473
 KV0473.This Tidal Bench Mark is designated as VM 12000
 KV0473.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0473
 KV0473.Click photographs - Photos may exist for this station.
 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       -   223,533.      188,594.      MT  (+/- 10 meters HH2 GPS)
 KV0473
 KV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8073122087(NAD 83)
 KV0473
 KV0473                          SUPERSEDED SURVEY CONTROL
 KV0473
 KV0473  NGVD 29 (11/26/84)    2.380  (m)            7.81   (f) ADJUSTED    2 0
 KV0473
 KV0473.Superseded values are not recommended for survey control.
 KV0473
 KV0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0473.See file dsdata.pdf to determine how the superseded data were derived.
 KV0473
 KV0473_MARKER: DB = BENCH MARK DISK
 KV0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0473_SP_SET: BUILDING
 KV0473_STAMPING: A 62 1962
 KV0473_MARK LOGO: CGS
 KV0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0473+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2020
 KV0473
 KV0473  HISTORY     - Date     Condition        Report By
 KV0473  HISTORY     - 1962     MONUMENTED       CGS
 KV0473  HISTORY     - 1984     GOOD             LOCENG
 KV0473  HISTORY     - 20070707 GOOD             GEOCAC
 KV0473  HISTORY     - 20150619 GOOD             BOSWEL
 KV0473  HISTORY     - 20180209 GOOD             BOSWEL
 KV0473  HISTORY     - 20190827 GOOD             BOSWEL
 KV0473  HISTORY     - 20200117 GOOD             BOSWEL
 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.
 KV0473
 KV0473                          STATION RECOVERY (2007)
 KV0473
 KV0473'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0473'RECOVERED IN GOOD CONDITION.
 KV0473
 KV0473                          STATION RECOVERY (2015)
 KV0473
 KV0473'RECOVERY NOTE BY BOSWELL ENGINEERING 2015 (AB)
 KV0473'RECOVERED IN GOOD CONDITION.
 KV0473
 KV0473                          STATION RECOVERY (2018)
 KV0473
 KV0473'RECOVERY NOTE BY BOSWELL ENGINEERING 2018 (RRR)
 KV0473'RECOVERED IN GOOD CONDITION.
 KV0473
 KV0473                          STATION RECOVERY (2019)
 KV0473
 KV0473'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (AB)
 KV0473'RECOVERED IN GOOD CONDITION.
 KV0473
 KV0473                          STATION RECOVERY (2020)
 KV0473
 KV0473'RECOVERY NOTE BY BOSWELL ENGINEERING 2020 (AB)
 KV0473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0541 ***********************************************************************
 JU0541  DESIGNATION -  A 63
 JU0541  PID         -  JU0541
 JU0541  STATE/COUNTY-  NJ/CAMDEN
 JU0541  COUNTRY     -  US
 JU0541  USGS QUAD   -  CLEMENTON (2019)
 JU0541
 JU0541                         *CURRENT SURVEY CONTROL
 JU0541  ______________________________________________________________________
 JU0541* NAD 83(1986) POSITION- 39 47 56.     (N) 074 59 01.     (W)   SCALED
 JU0541* NAVD 88 ORTHO HEIGHT -    21.864 (meters)       71.73  (feet) ADJUSTED
 JU0541  ______________________________________________________________________
 JU0541  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 JU0541  DYNAMIC HEIGHT  -         21.854 (meters)       71.70  (feet) COMP
 JU0541  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 JU0541
 JU0541  VERT ORDER      -  FIRST     CLASS I
 JU0541
 JU0541.The horizontal coordinates were scaled from a map and have
 JU0541.an estimated accuracy of +/- 6 seconds.
 JU0541
 JU0541.The orthometric height was determined by differential leveling and
 JU0541.adjusted by the NATIONAL GEODETIC SURVEY
 JU0541.in June 1991.
 JU0541
 JU0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0541.GEOID18 height accuracy estimate available here.
 JU0541
 JU0541.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK014054(NAD 83)
 JU0541
 JU0541                          SUPERSEDED SURVEY CONTROL
 JU0541
 JU0541  NGVD 29 (11/26/84)   22.220  (m)           72.90   (f) ADJUSTED    1 1
 JU0541
 JU0541.Superseded values are not recommended for survey control.
 JU0541
 JU0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0541.See file dsdata.pdf to determine how the superseded data were derived.
 JU0541
 JU0541_MARKER: DB = BENCH MARK DISK
 JU0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0541_STAMPING: A 63 1963
 JU0541_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0581 ***********************************************************************
 JU0581  DESIGNATION -  A 64
 JU0581  PID         -  JU0581
 JU0581  STATE/COUNTY-  NJ/ATLANTIC
 JU0581  COUNTRY     -  US
 JU0581  USGS QUAD   -  GREEN BANK (2019)
 JU0581
 JU0581                         *CURRENT SURVEY CONTROL
 JU0581  ______________________________________________________________________
 JU0581* NAD 83(1986) POSITION- 39 30 19.49   (N) 074 37 05.87   (W)   HD_HELD1
 JU0581* NAVD 88 ORTHO HEIGHT -    18.674 (meters)       61.27  (feet) ADJUSTED
 JU0581  ______________________________________________________________________
 JU0581  GEOID HEIGHT    -        -33.752 (meters)                     GEOID18
 JU0581  DYNAMIC HEIGHT  -         18.665 (meters)       61.24  (feet) COMP
 JU0581  MODELED GRAVITY -    980,130.4   (mgal)                       NAVD 88
 JU0581
 JU0581  VERT ORDER      -  FIRST     CLASS I
 JU0581
 JU0581.The horizontal coordinates were determined by differentially corrected
 JU0581.hand held GPS observations or other comparable positioning techniques
 JU0581.and have an estimated accuracy of +/- 3 meters.
 JU0581
 JU0581.The orthometric height was determined by differential leveling and
 JU0581.adjusted by the NATIONAL GEODETIC SURVEY
 JU0581.in June 1991.
 JU0581
 JU0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0581.GEOID18 height accuracy estimate available here.
 JU0581
 JU0581.Click photographs - Photos may exist for this station.
 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       -    74,612.7     139,826.7     MT  (+/- 3 meters HH1 GPS) 
 JU0581
 JU0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3281572934(NAD 83)
 JU0581
 JU0581                          SUPERSEDED SURVEY CONTROL
 JU0581
 JU0581  NGVD 29 (11/26/84)   19.052  (m)           62.51   (f) ADJUSTED    1 1
 JU0581
 JU0581.Superseded values are not recommended for survey control.
 JU0581
 JU0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0581.See file dsdata.pdf to determine how the superseded data were derived.
 JU0581
 JU0581_MARKER: DB = BENCH MARK DISK
 JU0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0581_STAMPING: A 64 1963
 JU0581_MARK LOGO: CGS
 JU0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0581+STABILITY: SURFACE MOTION
 JU0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0581+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2010
 JU0581
 JU0581  HISTORY     - Date     Condition        Report By
 JU0581  HISTORY     - 1963     MONUMENTED       CGS
 JU0581  HISTORY     - 1964     GOOD             CGS
 JU0581  HISTORY     - 20101113 GOOD             INDIV
 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.
 JU0581
 JU0581                          STATION RECOVERY (2010)
 JU0581
 JU0581'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 JU0581'RECOVERED AS DESCRIBED IN 1964 WITH THE FOLLOWING CHANGES. THE
 JU0581'RAILROAD CROSSING NO LONGER EXISTS AND VIENNA AVENUE NOW ENDS AT THE
 JU0581'RAILROAD. POWER POLE W-M 27-1 IS GONE AND THE STATION IS NOW 6 FEET
 JU0581'NORTHWEST OF POLE P43359. THE WITNESS POST IS GONE AND THE STATION
 JU0581'PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0356 ***********************************************************************
 JU0356  DESIGNATION -  A 66
 JU0356  PID         -  JU0356
 JU0356  STATE/COUNTY-  NJ/ATLANTIC
 JU0356  COUNTRY     -  US
 JU0356  USGS QUAD   -  OCEAN CITY (2019)
 JU0356
 JU0356                         *CURRENT SURVEY CONTROL
 JU0356  ______________________________________________________________________
 JU0356* NAD 83(1986) POSITION- 39 20 17.     (N) 074 35 07.     (W)   SCALED
 JU0356* NAVD 88 ORTHO HEIGHT -     1.566 (meters)        5.14  (feet) ADJUSTED
 JU0356  ______________________________________________________________________
 JU0356  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 JU0356  DYNAMIC HEIGHT  -          1.566 (meters)        5.14  (feet) COMP
 JU0356  MODELED GRAVITY -    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 map and have
 JU0356.an estimated accuracy of +/- 6 seconds.
 JU0356
 JU0356.The orthometric height was determined by differential leveling and
 JU0356.adjusted by the NATIONAL GEODETIC SURVEY
 JU0356.in June 1991.
 JU0356
 JU0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0356.GEOID18 height accuracy estimate available here.
 JU0356
 JU0356.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ357543(NAD 83)
 JU0356
 JU0356                          SUPERSEDED SURVEY CONTROL
 JU0356
 JU0356  NGVD 29 (04/16/92)    1.963  (m)            6.44   (f) ADJUSTED    1 1
 JU0356  NGVD 29 (01/10/92)    1.963  (m)            6.44   (f) SUPERSEDED  1 1
 JU0356  NGVD 29 (??/??/87)    1.963  (m)            6.44   (f) SUPERSEDED  1 1
 JU0356
 JU0356.Superseded values are not recommended for survey control.
 JU0356
 JU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0356.See file dsdata.pdf to determine how the superseded data were derived.
 JU0356
 JU0356_MARKER: DB = BENCH MARK DISK
 JU0356_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0356_STAMPING: A 66 1964
 JU0356_MARK LOGO: CGS
 JU0356_PROJECTION: FLUSH
 JU0356_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0356+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2020
 JU0356
 JU0356  HISTORY     - Date     Condition        Report By
 JU0356  HISTORY     - 1964     MONUMENTED       CGS
 JU0356  HISTORY     - 1979     GOOD             NGS
 JU0356  HISTORY     - 20200608 POOR             NJGS
 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.
 JU0356
 JU0356                          STATION RECOVERY (2020)
 JU0356
 JU0356'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU0356'WITNESS POST IS MISSING.  DISK IS NOW IN SIDEWALK.  DISK IS LOCATED
 JU0356'6.6 FT (2.0 M) SOUTH OF SOUTH CURB OF WEST AVENUE, 47 FT (14.3 M)
 JU0356'SOUTH OF UTILITY POLE NUMBER P6.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0199 ***********************************************************************
 JU0199  DESIGNATION -  A 67
 JU0199  PID         -  JU0199
 JU0199  STATE/COUNTY-  NJ/OCEAN
 JU0199  COUNTRY     -  US
 JU0199  USGS QUAD   -  BEACH HAVEN (2019)
 JU0199
 JU0199                         *CURRENT SURVEY CONTROL
 JU0199  ______________________________________________________________________
 JU0199* NAD 83(1986) POSITION- 39 35 06.     (N) 074 13 30.     (W)   SCALED
 JU0199* NAVD 88 ORTHO HEIGHT -     1.246 (meters)        4.09  (feet) ADJUSTED
 JU0199  ______________________________________________________________________
 JU0199  GEOID HEIGHT    -        -33.749 (meters)                     GEOID18
 JU0199  DYNAMIC HEIGHT  -          1.245 (meters)        4.08  (feet) COMP
 JU0199  MODELED GRAVITY -    980,140.4   (mgal)                       NAVD 88
 JU0199
 JU0199  VERT ORDER      -  FIRST     CLASS I
 JU0199
 JU0199.The horizontal coordinates were scaled from a map and have
 JU0199.an estimated accuracy of +/- 6 seconds.
 JU0199
 JU0199.The orthometric height was determined by differential leveling and
 JU0199.adjusted by the NATIONAL GEODETIC SURVEY
 JU0199.in June 1991.
 JU0199
 JU0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0199.GEOID18 height accuracy estimate available here.
 JU0199
 JU0199.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ665819(NAD 83)
 JU0199
 JU0199                          SUPERSEDED SURVEY CONTROL
 JU0199
 JU0199  NGVD 29 (11/26/84)    1.627  (m)            5.34   (f) ADJUSTED    1 1
 JU0199
 JU0199.Superseded values are not recommended for survey control.
 JU0199
 JU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0199.See file dsdata.pdf to determine how the superseded data were derived.
 JU0199
 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 = JULY 24, 2026 22:12:30 EDT
 JU0062 ***********************************************************************
 JU0062  DESIGNATION -  A 68
 JU0062  PID         -  JU0062
 JU0062  STATE/COUNTY-  NJ/OCEAN
 JU0062  COUNTRY     -  US
 JU0062  USGS QUAD   -  FORKED RIVER (2019)
 JU0062
 JU0062                         *CURRENT SURVEY CONTROL
 JU0062  ______________________________________________________________________
 JU0062* NAD 83(1986) POSITION- 39 47 35.     (N) 074 11 47.     (W)   SCALED
 JU0062* NAVD 88 ORTHO HEIGHT -     3.210 (meters)       10.53  (feet) ADJUSTED
 JU0062  ______________________________________________________________________
 JU0062  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 JU0062  DYNAMIC HEIGHT  -          3.209 (meters)       10.53  (feet) COMP
 JU0062  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 JU0062
 JU0062  VERT ORDER      -  FIRST     CLASS I
 JU0062
 JU0062.The horizontal coordinates were scaled from a map and have
 JU0062.an estimated accuracy of +/- 6 seconds.
 JU0062
 JU0062.The orthometric height was determined by differential leveling and
 JU0062.adjusted by the NATIONAL GEODETIC SURVEY
 JU0062.in June 1991.
 JU0062
 JU0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0062.GEOID18 height accuracy estimate available here.
 JU0062
 JU0062.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688050(NAD 83)
 JU0062
 JU0062                          SUPERSEDED SURVEY CONTROL
 JU0062
 JU0062  NGVD 29 (04/16/92)    3.586  (m)           11.77   (f) ADJUSTED    1 1
 JU0062  NGVD 29 (01/10/92)    3.586  (m)           11.77   (f) SUPERSEDED  1 1
 JU0062  NGVD 29 (??/??/87)    3.586  (m)           11.77   (f) SUPERSEDED  1 1
 JU0062
 JU0062.Superseded values are not recommended for survey control.
 JU0062
 JU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0062.See file dsdata.pdf to determine how the superseded data were derived.
 JU0062
 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  HISTORY     - 20250911 MARK NOT FOUND   AAAS
 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.
 JU0062
 JU0062                          STATION RECOVERY (2025)
 JU0062
 JU0062'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 JU0062'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0062'SEARCH BY A ONE MAN PARTY.  THE BRIDGE HAS BEEN REPLACED SINCE THE
 JU0062'LAST RECOVERY.  THE STATION SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0022 ***********************************************************************
 JU0022  DESIGNATION -  A 69
 JU0022  PID         -  JU0022
 JU0022  STATE/COUNTY-  NJ/OCEAN
 JU0022  COUNTRY     -  US
 JU0022  USGS QUAD   -  SEASIDE PARK (2019)
 JU0022
 JU0022                         *CURRENT SURVEY CONTROL
 JU0022  ______________________________________________________________________
 JU0022* NAD 83(1986) POSITION- 39 56 30.     (N) 074 05 02.     (W)   SCALED
 JU0022* NAVD 88 ORTHO HEIGHT -     5.915 (meters)       19.41  (feet) ADJUSTED
 JU0022  ______________________________________________________________________
 JU0022  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 JU0022  DYNAMIC HEIGHT  -          5.912 (meters)       19.40  (feet) COMP
 JU0022  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 JU0022
 JU0022  VERT ORDER      -  FIRST     CLASS I
 JU0022
 JU0022.The horizontal coordinates were scaled from a map and have
 JU0022.an estimated accuracy of +/- 6 seconds.
 JU0022
 JU0022.The orthometric height was determined by differential leveling and
 JU0022.adjusted by the NATIONAL GEODETIC SURVEY
 JU0022.in June 1991.
 JU0022
 JU0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0022.GEOID18 height accuracy estimate available here.
 JU0022
 JU0022.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK782216(NAD 83)
 JU0022
 JU0022                          SUPERSEDED SURVEY CONTROL
 JU0022
 JU0022  NGVD 29 (04/16/92)    6.266  (m)           20.56   (f) ADJUSTED    1 1
 JU0022  NGVD 29 (01/10/92)    6.266  (m)           20.56   (f) SUPERSEDED  1 1
 JU0022  NGVD 29 (??/??/87)    6.285  (m)           20.62   (f) SUPERSEDED  1 1
 JU0022
 JU0022.Superseded values are not recommended for survey control.
 JU0022
 JU0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0022.See file dsdata.pdf to determine how the superseded data were derived.
 JU0022
 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 - May 16, 2007
 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  HISTORY     - 20070516 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.
 JU0022
 JU0022                          STATION RECOVERY (2007)
 JU0022
 JU0022'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (ECB)
 JU0022'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0787 ***********************************************************************
 KU0787  DESIGNATION -  A 70
 KU0787  PID         -  KU0787
 KU0787  STATE/COUNTY-  NJ/MONMOUTH
 KU0787  COUNTRY     -  US
 KU0787  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0787
 KU0787                         *CURRENT SURVEY CONTROL
 KU0787  ______________________________________________________________________
 KU0787* NAD 83(1986) POSITION- 40 21 17.     (N) 073 58 25.     (W)   SCALED
 KU0787* NAVD 88 ORTHO HEIGHT -     1.508 (meters)        4.95  (feet) ADJUSTED
 KU0787  ______________________________________________________________________
 KU0787  GEOID HEIGHT    -        -32.668 (meters)                     GEOID18
 KU0787  DYNAMIC HEIGHT  -          1.507 (meters)        4.94  (feet) COMP
 KU0787  MODELED GRAVITY -    980,177.2   (mgal)                       NAVD 88
 KU0787
 KU0787  VERT ORDER      -  FIRST     CLASS I
 KU0787
 KU0787.The horizontal coordinates were scaled from a map and have
 KU0787.an estimated accuracy of +/- 6 seconds.
 KU0787
 KU0787.The orthometric height was determined by differential leveling and
 KU0787.adjusted by the NATIONAL GEODETIC SURVEY
 KU0787.in June 1991.
 KU0787
 KU0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0787.GEOID18 height accuracy estimate available here.
 KU0787
 KU0787.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK871676(NAD 83)
 KU0787
 KU0787                          SUPERSEDED SURVEY CONTROL
 KU0787
 KU0787  NGVD 29 (??/??/92)    1.871  (m)            6.14   (f) SUPERSEDED  1 1
 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
 KU0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0787.See file dsdata.pdf to determine how the superseded data were derived.
 KU0787
 KU0787_MARKER: DB = BENCH MARK DISK
 KU0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0787_STAMPING: A 70 1964
 KU0787_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0536 ***********************************************************************
 KV0536  DESIGNATION -  A 71
 KV0536  PID         -  KV0536
 KV0536  STATE/COUNTY-  NJ/MIDDLESEX
 KV0536  COUNTRY     -  US
 KV0536  USGS QUAD   -  PERTH AMBOY (2016)
 KV0536
 KV0536                         *CURRENT SURVEY CONTROL
 KV0536  ______________________________________________________________________
 KV0536* NAD 83(1986) POSITION- 40 31 21.     (N) 074 17 57.     (W)   SCALED
 KV0536* NAVD 88 ORTHO HEIGHT -    27.784 (meters)       91.15  (feet) ADJUSTED
 KV0536  ______________________________________________________________________
 KV0536  GEOID HEIGHT    -        -32.570 (meters)                     GEOID18
 KV0536  DYNAMIC HEIGHT  -         27.773 (meters)       91.12  (feet) COMP
 KV0536  MODELED GRAVITY -    980,212.7   (mgal)                       NAVD 88
 KV0536
 KV0536  VERT ORDER      -  FIRST     CLASS I
 KV0536
 KV0536.The horizontal coordinates were scaled from a map and have
 KV0536.an estimated accuracy of +/- 6 seconds.
 KV0536
 KV0536.The orthometric height was determined by differential leveling and
 KV0536.adjusted by the NATIONAL GEODETIC SURVEY
 KV0536.in June 1991.
 KV0536
 KV0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0536.GEOID18 height accuracy estimate available here.
 KV0536
 KV0536.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK593859(NAD 83)
 KV0536
 KV0536                          SUPERSEDED SURVEY CONTROL
 KV0536
 KV0536  NGVD 29 (04/16/92)   28.087  (m)           92.15   (f) ADJUSTED    1 1
 KV0536  NGVD 29 (01/10/92)   28.087  (m)           92.15   (f) SUPERSEDED  1 1
 KV0536  NGVD 29 (??/??/87)   28.123  (m)           92.27   (f) SUPERSEDED  1 1
 KV0536
 KV0536.Superseded values are not recommended for survey control.
 KV0536
 KV0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0536.See file dsdata.pdf to determine how the superseded data were derived.
 KV0536
 KV0536_MARKER: DB = BENCH MARK DISK
 KV0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0536_SP_SET: BRIDGE
 KV0536_STAMPING: A 71 1964
 KV0536_MARK LOGO: CGS
 KV0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0536+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2023
 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  HISTORY     - 20110207 GOOD             MASERC
 KV0536  HISTORY     - 20231120 GOOD             NJGS
 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.
 KV0536
 KV0536                          STATION RECOVERY (2011)
 KV0536
 KV0536'RECOVERY NOTE BY MASER CONSULTING 2011 (TF)
 KV0536'RECOVERED AS DESCRIBED.
 KV0536
 KV0536                          STATION RECOVERY (2023)
 KV0536
 KV0536'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV0536'TRACKS HAVE BEEN ABANDONED AND OVERGROWN WITH TREES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0291 ***********************************************************************
 KV0291  DESIGNATION -  A 72
 KV0291  PID         -  KV0291
 KV0291  STATE/COUNTY-  NJ/HUDSON
 KV0291  COUNTRY     -  US
 KV0291  USGS QUAD   -  JERSEY CITY (2019)
 KV0291
 KV0291                         *CURRENT SURVEY CONTROL
 KV0291  ______________________________________________________________________
 KV0291* NAD 83(1986) POSITION- 40 43 50.     (N) 074 02 45.     (W)   SCALED
 KV0291* NAVD 88 ORTHO HEIGHT -     5.109 (meters)       16.76  (feet) ADJUSTED
 KV0291  ______________________________________________________________________
 KV0291  GEOID HEIGHT    -        -31.943 (meters)                     GEOID18
 KV0291  DYNAMIC HEIGHT  -          5.107 (meters)       16.76  (feet) COMP
 KV0291  MODELED GRAVITY -    980,244.6   (mgal)                       NAVD 88
 KV0291
 KV0291  VERT ORDER      -  FIRST     CLASS I
 KV0291
 KV0291.The horizontal coordinates were scaled from a map and have
 KV0291.an estimated accuracy of +/- 6 seconds.
 KV0291
 KV0291.The orthometric height was determined by differential leveling and
 KV0291.adjusted by the NATIONAL GEODETIC SURVEY
 KV0291.in June 1991.
 KV0291
 KV0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0291.GEOID18 height accuracy estimate available here.
 KV0291
 KV0291.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL805092(NAD 83)
 KV0291
 KV0291                          SUPERSEDED SURVEY CONTROL
 KV0291
 KV0291  NGVD 29 (04/16/92)    5.450  (m)           17.88   (f) ADJUSTED    1 1
 KV0291  NGVD 29 (??/??/87)    5.450  (m)           17.88   (f) SUPERSEDED  1 1
 KV0291
 KV0291.Superseded values are not recommended for survey control.
 KV0291
 KV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0291.See file dsdata.pdf to determine how the superseded data were derived.
 KV0291
 KV0291_MARKER: DB = BENCH MARK DISK
 KV0291_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0291_SP_SET: ABUTMENT
 KV0291_STAMPING: A 72 1965
 KV0291_MARK LOGO: CGS
 KV0291_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV0958 ***********************************************************************
 KV0958  DESIGNATION -  A 73
 KV0958  PID         -  KV0958
 KV0958  STATE/COUNTY-  NJ/MIDDLESEX
 KV0958  COUNTRY     -  US
 KV0958  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0958
 KV0958                         *CURRENT SURVEY CONTROL
 KV0958  ______________________________________________________________________
 KV0958* NAD 83(1986) POSITION- 40 28 58.     (N) 074 16 44.     (W)   SCALED
 KV0958* NAVD 88 ORTHO HEIGHT -    12.091 (meters)       39.67  (feet) ADJUSTED
 KV0958  ______________________________________________________________________
 KV0958  GEOID HEIGHT    -        -32.498 (meters)                     GEOID18
 KV0958  DYNAMIC HEIGHT  -         12.086 (meters)       39.65  (feet) COMP
 KV0958  MODELED GRAVITY -    980,217.1   (mgal)                       NAVD 88
 KV0958
 KV0958  VERT ORDER      -  FIRST     CLASS II
 KV0958
 KV0958.The horizontal coordinates were scaled from a map and have
 KV0958.an estimated accuracy of +/- 6 seconds.
 KV0958
 KV0958.The orthometric height was determined by differential leveling and
 KV0958.adjusted by the NATIONAL GEODETIC SURVEY
 KV0958.in March 2001.
 KV0958
 KV0958.No vertical observational check was made to the station.
 KV0958
 KV0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0958.GEOID18 height accuracy estimate available here.
 KV0958
 KV0958.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611815(NAD 83)
 KV0958
 KV0958                          SUPERSEDED SURVEY CONTROL
 KV0958
 KV0958  NAVD 88 (06/15/91)   12.082  (m)           39.64   (f) SUPERSEDED  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
 KV0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0958.See file dsdata.pdf to determine how the superseded data were derived.
 KV0958
 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 = JULY 24, 2026 22:12:30 EDT
 KV1122 ***********************************************************************
 KV1122  DESIGNATION -  A 74
 KV1122  PID         -  KV1122
 KV1122  STATE/COUNTY-  NJ/MIDDLESEX
 KV1122  COUNTRY     -  US
 KV1122  USGS QUAD   -  HIGHTSTOWN (2019)
 KV1122
 KV1122                         *CURRENT SURVEY CONTROL
 KV1122  ______________________________________________________________________
 KV1122* NAD 83(1986) POSITION- 40 18 38.18   (N) 074 30 35.99   (W)   HD_HELD1
 KV1122* NAVD 88 ORTHO HEIGHT -    28.654 (meters)       94.01  (feet) ADJUSTED
 KV1122  ______________________________________________________________________
 KV1122  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 KV1122  DYNAMIC HEIGHT  -         28.642 (meters)       93.97  (feet) COMP
 KV1122  MODELED GRAVITY -    980,194.4   (mgal)                       NAVD 88
 KV1122
 KV1122  VERT ORDER      -  FIRST     CLASS II
 KV1122
 KV1122.The horizontal coordinates were determined by differentially corrected
 KV1122.hand held GPS observations or other comparable positioning techniques
 KV1122.and have an estimated accuracy of +/- 3 meters.
 KV1122
 KV1122.The orthometric height was determined by differential leveling and
 KV1122.adjusted by the NATIONAL GEODETIC SURVEY
 KV1122.in April 2015.
 KV1122
 KV1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1122.GEOID18 height accuracy estimate available here.
 KV1122
 KV1122.Click photographs - Photos may exist for this station.
 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       -   163,999.9     149,150.3     MT  (+/- 3 meters HH1 GPS) 
 KV1122
 KV1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4163662347(NAD 83)
 KV1122
 KV1122                          SUPERSEDED SURVEY CONTROL
 KV1122
 KV1122  NAVD 88 (04/28/95)   28.656  (m)           94.02   (f) SUPERSEDED  1 2
 KV1122  NAVD 88 (06/15/91)   28.661  (m)           94.03   (f) SUPERSEDED  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
 KV1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1122.See file dsdata.pdf to determine how the superseded data were derived.
 KV1122
 KV1122_MARKER: DV = VERTICAL CONTROL 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 - February 26, 2014
 KV1122
 KV1122  HISTORY     - Date     Condition        Report By
 KV1122  HISTORY     - 1974     MONUMENTED       NGS
 KV1122  HISTORY     - 19910626 GOOD             NJGS
 KV1122  HISTORY     - 20030808 GOOD             GEOCAC
 KV1122  HISTORY     - 20140226 GOOD             NJGS
 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.
 KV1122
 KV1122                          STATION RECOVERY (2014)
 KV1122
 KV1122'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV1122'RECOVERED IN GOOD CONDITION.
 KV1122'
 KV1122'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHEAST
 KV1122'OF MONMOUTH JUNCTION, 4.7 MI (7.6 KM) SOUTHWEST OF JAMESBURG AND 2.9
 KV1122'MI (4.7 KM) NORTH-NORTHEAST OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1083 ***********************************************************************
 KV1083  DESIGNATION -  A 75
 KV1083  PID         -  KV1083
 KV1083  STATE/COUNTY-  NJ/MERCER
 KV1083  COUNTRY     -  US
 KV1083  USGS QUAD   -  TRENTON WEST (2016)
 KV1083
 KV1083                         *CURRENT SURVEY CONTROL
 KV1083  ______________________________________________________________________
 KV1083* NAD 83(1986) POSITION- 40 11 27.     (N) 074 45 21.     (W)   SCALED
 KV1083* NAVD 88 ORTHO HEIGHT -     4.683 (meters)       15.36  (feet) ADJUSTED
 KV1083  ______________________________________________________________________
 KV1083  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 KV1083  DYNAMIC HEIGHT  -          4.681 (meters)       15.36  (feet) COMP
 KV1083  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 KV1083
 KV1083  VERT ORDER      -  FIRST     CLASS II
 KV1083
 KV1083.The horizontal coordinates were scaled from a map and have
 KV1083.an estimated accuracy of +/- 6 seconds.
 KV1083
 KV1083.The orthometric height was determined by differential leveling and
 KV1083.adjusted by the NATIONAL GEODETIC SURVEY
 KV1083.in June 1991.
 KV1083
 KV1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1083.GEOID18 height accuracy estimate available here.
 KV1083
 KV1083.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207489(NAD 83)
 KV1083
 KV1083                          SUPERSEDED SURVEY CONTROL
 KV1083
 KV1083  NGVD 29 (??/??/92)    5.020  (m)           16.47   (f) SUPERSEDED  1 2
 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
 KV1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1083.See file dsdata.pdf to determine how the superseded data were derived.
 KV1083
 KV1083_MARKER: DV = VERTICAL CONTROL DISK
 KV1083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1083_STAMPING: A 75 1974
 KV1083_MARK LOGO: NGS
 KV1083_MAGNETIC: I = MARKER IS A STEEL ROD
 KV1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1083_ROD/PIPE-DEPTH: 7.6 meters
 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 = JULY 24, 2026 22:12:30 EDT
 KV1160 ***********************************************************************
 KV1160  DESIGNATION -  A 76
 KV1160  PID         -  KV1160
 KV1160  STATE/COUNTY-  NJ/BURLINGTON
 KV1160  COUNTRY     -  US
 KV1160  USGS QUAD   -  BRISTOL (2019)
 KV1160
 KV1160                         *CURRENT SURVEY CONTROL
 KV1160  ______________________________________________________________________
 KV1160* NAD 83(2011) POSITION- 40 04 16.04411(N) 074 51 35.42335(W)   ADJUSTED
 KV1160* NAD 83(2011) ELLIP HT-   -31.377 (meters)        (06/27/12)   ADJUSTED
 KV1160* NAD 83(2011) EPOCH   -  2010.00
 KV1160* NAVD 88 ORTHO HEIGHT -     1.485 (meters)        4.87  (feet) ADJUSTED
 KV1160  ______________________________________________________________________
 KV1160  GEOID HEIGHT    -        -32.847 (meters)                     GEOID18
 KV1160  NAD 83(2011) X  -  1,276,550.033 (meters)                     COMP
 KV1160  NAD 83(2011) Y  - -4,717,953.906 (meters)                     COMP
 KV1160  NAD 83(2011) Z  -  4,084,011.831 (meters)                     COMP
 KV1160  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC18
 KV1160  DYNAMIC HEIGHT  -          1.484 (meters)        4.87  (feet) COMP
 KV1160  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 KV1160
 KV1160  VERT ORDER      -  FIRST     CLASS II
 KV1160
 KV1160  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1160  Standards:
 KV1160         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1160            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1160  -------------------------------------------------------------------
 KV1160  NETWORK    0.45   0.86           0.20   0.16   0.44     -0.14334799
 KV1160  -------------------------------------------------------------------
 KV1160  Click here for local accuracies and other accuracy information.
 KV1160
 KV1160.The horizontal coordinates were established by GPS observations
 KV1160.and adjusted by the National Geodetic Survey in June 2012.
 KV1160
 KV1160.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1160.been affixed to the stable North American tectonic plate. See 
 KV1160.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1160
 KV1160.The horizontal coordinates are valid at the epoch date displayed above
 KV1160.which is a decimal equivalence of Year/Month/Day.
 KV1160
 KV1160.The orthometric height was determined by differential leveling and
 KV1160.adjusted by the NATIONAL GEODETIC SURVEY
 KV1160.in March 2001.
 KV1160
 KV1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1160.GEOID18 height accuracy estimate available here.
 KV1160
 KV1160.Click photographs - Photos may exist for this station.
 KV1160
 KV1160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1160
 KV1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1160
 KV1160.The ellipsoidal height was determined by GPS observations
 KV1160.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1160
 KV1160;                    North         East     Units Scale Factor Converg.
 KV1160;SPC NJ       -   137,472.869   119,306.829   MT  0.99991159   -0 13 53.9
 KV1160;SPC NJ       -   451,025.57    391,425.82   sFT  0.99991159   -0 13 53.9
 KV1160;UTM  18      - 4,435,660.675   511,951.611   MT  0.99960176   +0 05 24.8
 KV1160
 KV1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1160!SPC NJ       -   1.00000492  x   0.99991159  =   0.99991651
 KV1160!UTM  18      -   1.00000492  x   0.99960176  =   0.99960668
 KV1160
 KV1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1195135660(NAD 83)
 KV1160
 KV1160                          SUPERSEDED SURVEY CONTROL
 KV1160
 KV1160  NAD 83(2007)-  40 04 16.04454(N)    074 51 35.42401(W) AD(2002.00) 0
 KV1160  ELLIP H (02/10/07)  -31.371  (m)                       GP(2002.00)    
 KV1160  ELLIP H (10/23/02)  -31.326  (m)                       GP(       ) 4 1
 KV1160  NAD 83(1996)-  40 04 16.04456(N)    074 51 35.42400(W) AD(       ) 1
 KV1160  ELLIP H (05/14/99)  -31.331  (m)                       GP(       ) 4 1
 KV1160  NAD 83(1992)-  40 04 16.04384(N)    074 51 35.42416(W) AD(       ) 1
 KV1160  ELLIP H (12/16/96)  -31.359  (m)                       GP(       ) 2 1
 KV1160  NAVD 88               1.49   (m)            4.9    (f) LEVELING    3  
 KV1160  NAVD 88 (06/15/91)    1.487  (m)            4.88   (f) SUPERSEDED  1 2
 KV1160  NGVD 29 (??/??/92)    1.848  (m)            6.06   (f) SUPERSEDED  1 2
 KV1160  NGVD 29 (01/10/92)    1.809  (m)            5.94   (f) ADJUSTED    1 2
 KV1160
 KV1160.Superseded values are not recommended for survey control.
 KV1160
 KV1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1160.See file dsdata.pdf to determine how the superseded data were derived.
 KV1160
 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 17, 2024
 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  HISTORY     - 20080404 GOOD             INDIV
 KV1160  HISTORY     - 20221017 GOOD             NJGS
 KV1160  HISTORY     - 20241017 GOOD             AAAS
 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.
 KV1160
 KV1160                          STATION RECOVERY (2008)
 KV1160
 KV1160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JPT)
 KV1160'RECOVERED IN GOOD CONDITION.
 KV1160
 KV1160                          STATION RECOVERY (2022)
 KV1160
 KV1160'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV1160'RECOVERED IN GOOD CONDITION.
 KV1160
 KV1160                          STATION RECOVERY (2024)
 KV1160
 KV1160'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV1160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2948 ***********************************************************************
 KV2948  DESIGNATION -  A 77
 KV2948  PID         -  KV2948
 KV2948  STATE/COUNTY-  NJ/WARREN
 KV2948  COUNTRY     -  US
 KV2948  USGS QUAD   -  EASTON (2019)
 KV2948
 KV2948                         *CURRENT SURVEY CONTROL
 KV2948  ______________________________________________________________________
 KV2948* NAD 83(1986) POSITION- 40 40 54.50   (N) 075 10 51.77   (W)   HD_HELD1
 KV2948* NAVD 88 ORTHO HEIGHT -    59.883 (meters)      196.47  (feet) ADJUSTED
 KV2948  ______________________________________________________________________
 KV2948  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 KV2948  DYNAMIC HEIGHT  -         59.855 (meters)      196.37  (feet) COMP
 KV2948  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 KV2948
 KV2948  VERT ORDER      -  FIRST     CLASS I
 KV2948
 KV2948.The horizontal coordinates were determined by differentially corrected
 KV2948.hand held GPS observations or other comparable positioning techniques
 KV2948.and have an estimated accuracy of +/- 3 meters.
 KV2948
 KV2948.The orthometric height was determined by differential leveling and
 KV2948.adjusted by the NATIONAL GEODETIC SURVEY
 KV2948.in June 1991.
 KV2948
 KV2948.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2948.GEOID18 height accuracy estimate available here.
 KV2948
 KV2948.Click photographs - Photos may exist for this station.
 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       -   205,438.4      92,430.8     MT  (+/- 3 meters HH1 GPS) 
 KV2948
 KV2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8470003451(NAD 83)
 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
 KV2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2948.See file dsdata.pdf to determine how the superseded data were derived.
 KV2948
 KV2948_MARKER: DV = VERTICAL CONTROL DISK
 KV2948_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 KV2948_STAMPING: A 77 1978
 KV2948_MARK LOGO: NGS
 KV2948_PROJECTION: PROJECTING 5 CENTIMETERS
 KV2948_MAGNETIC: I = MARKER IS A STEEL ROD
 KV2948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2948+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2023
 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  HISTORY     - 20071021 GOOD             GEOCAC
 KV2948  HISTORY     - 20210729 GOOD             NJGS
 KV2948  HISTORY     - 20230511 GOOD             AAAS
 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.
 KV2948
 KV2948                          STATION RECOVERY (2007)
 KV2948
 KV2948'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV2948'FOUND BY DESCRIPTION.  MODULAR CLASSROOMS HAVE BEEN BUILT BETWEEN THE
 KV2948'FLAGPOLE AND SOUTH MAIN STREET.
 KV2948
 KV2948                          STATION RECOVERY (2021)
 KV2948
 KV2948'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV2948'RECOVERED IN GOOD CONDITION.
 KV2948
 KV2948                          STATION RECOVERY (2023)
 KV2948
 KV2948'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 KV2948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2924 ***********************************************************************
 KV2924  DESIGNATION -  A 78
 KV2924  PID         -  KV2924
 KV2924  STATE/COUNTY-  NJ/SOMERSET
 KV2924  COUNTRY     -  US
 KV2924  USGS QUAD   -  RARITAN (2019)
 KV2924
 KV2924                         *CURRENT SURVEY CONTROL
 KV2924  ______________________________________________________________________
 KV2924* NAD 83(1986) POSITION- 40 36 33.     (N) 074 42 49.     (W)   SCALED
 KV2924* NAVD 88 ORTHO HEIGHT -    63.667 (meters)      208.88  (feet) ADJUSTED
 KV2924  ______________________________________________________________________
 KV2924  GEOID HEIGHT    -        -33.474 (meters)                     GEOID18
 KV2924  DYNAMIC HEIGHT  -         63.639 (meters)      208.79  (feet) COMP
 KV2924  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 KV2924
 KV2924  VERT ORDER      -  FIRST     CLASS II
 KV2924
 KV2924.The horizontal coordinates were scaled from a map and have
 KV2924.an estimated accuracy of +/- 6 seconds.
 KV2924
 KV2924.The orthometric height was determined by differential leveling and
 KV2924.adjusted by the NATIONAL GEODETIC SURVEY
 KV2924.in June 1991.
 KV2924
 KV2924.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2924.GEOID18 height accuracy estimate available here.
 KV2924
 KV2924.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK242954(NAD 83)
 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
 KV2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2924.See file dsdata.pdf to determine how the superseded data were derived.
 KV2924
 KV2924_MARKER: DV = VERTICAL CONTROL DISK
 KV2924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2924_STAMPING: A 78 1978
 KV2924_MARK LOGO: NGS
 KV2924_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = JULY 24, 2026 22:12:30 EDT
 JU2308 ***********************************************************************
 JU2308  DESIGNATION -  A 79
 JU2308  PID         -  JU2308
 JU2308  STATE/COUNTY-  NJ/CUMBERLAND
 JU2308  COUNTRY     -  US
 JU2308  USGS QUAD   -  HEISLERVILLE (2019)
 JU2308
 JU2308                         *CURRENT SURVEY CONTROL
 JU2308  ______________________________________________________________________
 JU2308* NAD 83(1986) POSITION- 39 12 55.     (N) 074 56 31.     (W)   SCALED
 JU2308* NAVD 88 ORTHO HEIGHT -     1.046 (meters)        3.43  (feet) ADJUSTED
 JU2308  ______________________________________________________________________
 JU2308  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 JU2308  DYNAMIC HEIGHT  -          1.045 (meters)        3.43  (feet) COMP
 JU2308  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 JU2308
 JU2308  VERT ORDER      -  FIRST     CLASS II
 JU2308
 JU2308.The horizontal coordinates were scaled from a map and have
 JU2308.an estimated accuracy of +/- 6 seconds.
 JU2308
 JU2308.The orthometric height was determined by differential leveling and
 JU2308.adjusted by the NATIONAL GEODETIC SURVEY
 JU2308.in June 1991.
 JU2308
 JU2308.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2308.GEOID18 height accuracy estimate available here.
 JU2308
 JU2308.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ050406(NAD 83)
 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
 JU2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2308.See file dsdata.pdf to determine how the superseded data were derived.
 JU2308
 JU2308_MARKER: DB = BENCH MARK DISK
 JU2308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20201008 MARK NOT FOUND   NJGS
 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.
 JU2308
 JU2308                          STATION RECOVERY (2020)
 JU2308
 JU2308'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2308'LACK ENOUGH TIES, ROAD APPEARS NEW AND ELEVATION GIVEN IS BELOW
 JU2308'GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0104 ***********************************************************************
 JU0104  DESIGNATION -  A 8
 JU0104  PID         -  JU0104
 JU0104  STATE/COUNTY-  NJ/OCEAN
 JU0104  COUNTRY     -  US
 JU0104  USGS QUAD   -  NEW GRETNA (2019)
 JU0104
 JU0104                         *CURRENT SURVEY CONTROL
 JU0104  ______________________________________________________________________
 JU0104* NAD 83(1986) POSITION- 39 35 53.0    (N) 074 22 43.6    (W)   HD_HELD2
 JU0104* NAVD 88 ORTHO HEIGHT -    17.575 (meters)       57.66  (feet) ADJUSTED
 JU0104  ______________________________________________________________________
 JU0104  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 JU0104  DYNAMIC HEIGHT  -         17.566 (meters)       57.63  (feet) COMP
 JU0104  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 JU0104
 JU0104  VERT ORDER      -  FIRST     CLASS I
 JU0104
 JU0104.The horizontal coordinates were established by autonomous hand held GPS
 JU0104.observations and have an estimated accuracy of +/- 10 meters.
 JU0104
 JU0104.The orthometric height was determined by differential leveling and
 JU0104.adjusted by the NATIONAL GEODETIC SURVEY
 JU0104.in June 1991.
 JU0104
 JU0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0104.GEOID18 height accuracy estimate available here.
 JU0104
 JU0104.Click photographs - Photos may exist for this station.
 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       -    84,898.      160,411.      MT  (+/- 10 meters HH2 GPS)
 JU0104
 JU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5333783331(NAD 83)
 JU0104
 JU0104                          SUPERSEDED SURVEY CONTROL
 JU0104
 JU0104  NGVD 29 (04/16/92)   17.963  (m)           58.93   (f) ADJUSTED    1 1
 JU0104  NGVD 29 (01/10/92)   17.963  (m)           58.93   (f) SUPERSEDED  1 1
 JU0104  NGVD 29 (??/??/87)   17.963  (m)           58.93   (f) SUPERSEDED  1 1
 JU0104
 JU0104.Superseded values are not recommended for survey control.
 JU0104
 JU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0104.See file dsdata.pdf to determine how the superseded data were derived.
 JU0104
 JU0104_MARKER: DB = BENCH MARK DISK
 JU0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0104_STAMPING: 58.934 A 8 1930
 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 = JULY 24, 2026 22:12:30 EDT
 KV3508 ***********************************************************************
 KV3508  DESIGNATION -  A 80
 KV3508  PID         -  KV3508
 KV3508  STATE/COUNTY-  NJ/MONMOUTH
 KV3508  COUNTRY     -  US
 KV3508  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV3508
 KV3508                         *CURRENT SURVEY CONTROL
 KV3508  ______________________________________________________________________
 KV3508* NAD 83(1986) POSITION- 40 24 48.     (N) 074 03 08.     (W)   SCALED
 KV3508* NAVD 88 ORTHO HEIGHT -     4.819 (meters)       15.81  (feet) ADJUSTED
 KV3508  ______________________________________________________________________
 KV3508  GEOID HEIGHT    -        -32.447 (meters)                     GEOID18
 KV3508  DYNAMIC HEIGHT  -          4.817 (meters)       15.80  (feet) COMP
 KV3508  MODELED GRAVITY -    980,207.4   (mgal)                       NAVD 88
 KV3508
 KV3508  VERT ORDER      -  FIRST     CLASS II
 KV3508
 KV3508.The horizontal coordinates were scaled from a map and have
 KV3508.an estimated accuracy of +/- 6 seconds.
 KV3508
 KV3508.The orthometric height was determined by differential leveling and
 KV3508.adjusted by the NATIONAL GEODETIC SURVEY
 KV3508.in June 1991.
 KV3508
 KV3508.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3508.GEOID18 height accuracy estimate available here.
 KV3508
 KV3508.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK804740(NAD 83)
 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
 KV3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3508.See file dsdata.pdf to determine how the superseded data were derived.
 KV3508
 KV3508_MARKER: DB = BENCH MARK DISK
 KV3508_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 LY0696 ***********************************************************************
 LY0696  DESIGNATION -  A 81
 LY0696  PID         -  LY0696
 LY0696  STATE/COUNTY-  NJ/SUSSEX
 LY0696  COUNTRY     -  US
 LY0696  USGS QUAD   -  FRANKLIN (2019)
 LY0696
 LY0696                         *CURRENT SURVEY CONTROL
 LY0696  ______________________________________________________________________
 LY0696* NAD 83(1986) POSITION- 41 07 07.     (N) 074 35 31.     (W)   SCALED
 LY0696* NAVD 88 ORTHO HEIGHT -   168.121 (meters)      551.58  (feet) ADJUSTED
 LY0696  ______________________________________________________________________
 LY0696  GEOID HEIGHT    -        -32.496 (meters)                     GEOID18
 LY0696  DYNAMIC HEIGHT  -        168.048 (meters)      551.34  (feet) COMP
 LY0696  MODELED GRAVITY -    980,188.3   (mgal)                       NAVD 88
 LY0696
 LY0696  VERT ORDER      -  FIRST     CLASS II
 LY0696
 LY0696.The horizontal coordinates were scaled from a map and have
 LY0696.an estimated accuracy of +/- 6 seconds.
 LY0696
 LY0696.The orthometric height was determined by differential leveling and
 LY0696.adjusted by the NATIONAL GEODETIC SURVEY
 LY0696.in June 1991.
 LY0696
 LY0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0696.GEOID18 height accuracy estimate available here.
 LY0696
 LY0696.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL342520(NAD 83)
 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
 LY0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0696.See file dsdata.pdf to determine how the superseded data were derived.
 LY0696
 LY0696_MARKER: DB = BENCH MARK DISK
 LY0696_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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             CGS
 LY0696  HISTORY     - 20060920 MARK NOT FOUND   AASCO
 LY0696
 LY0696                          STATION DESCRIPTION
 LY0696
 LY0696'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU2342 ***********************************************************************
 JU2342  DESIGNATION -  A 81
 JU2342  PID         -  JU2342
 JU2342  STATE/COUNTY-  NJ/CAPE MAY
 JU2342  COUNTRY     -  US
 JU2342  USGS QUAD   -  STONE HARBOR (2019)
 JU2342
 JU2342                         *CURRENT SURVEY CONTROL
 JU2342  ______________________________________________________________________
 JU2342* NAD 83(1986) POSITION- 39 06 06.     (N) 074 48 37.     (W)   SCALED
 JU2342* NAVD 88 ORTHO HEIGHT -     3.987 (meters)       13.08  (feet) ADJUSTED
 JU2342  ______________________________________________________________________
 JU2342  GEOID HEIGHT    -        -35.131 (meters)                     GEOID18
 JU2342  DYNAMIC HEIGHT  -          3.984 (meters)       13.07  (feet) COMP
 JU2342  MODELED GRAVITY -    980,068.5   (mgal)                       NAVD 88
 JU2342
 JU2342  VERT ORDER      -  FIRST     CLASS II
 JU2342
 JU2342.The horizontal coordinates were scaled from a map and have
 JU2342.an estimated accuracy of +/- 6 seconds.
 JU2342
 JU2342.The orthometric height was determined by differential leveling and
 JU2342.adjusted by the NATIONAL GEODETIC SURVEY
 JU2342.in June 1991.
 JU2342
 JU2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2342.GEOID18 height accuracy estimate available here.
 JU2342
 JU2342.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ164280(NAD 83)
 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
 JU2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2342.See file dsdata.pdf to determine how the superseded data were derived.
 JU2342
 JU2342_MARKER: DB = BENCH MARK DISK
 JU2342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2342_STAMPING: A 81 1979
 JU2342_MARK LOGO: NOS
 JU2342_PROJECTION: FLUSH
 JU2342_MAGNETIC: N = NO MAGNETIC MATERIAL
 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  HISTORY     - 20080617 MARK NOT FOUND   UE
 JU2342  HISTORY     - 20081105 MARK NOT FOUND   NJGS
 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.
 JU2342
 JU2342                          STATION RECOVERY (2008)
 JU2342
 JU2342'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU2342'ROUTE 9 SOUTHBOUND NORTH OF THE INTERSECTION WITH CREST HAVEN ROAD HAD
 JU2342'BEEN WIDENED TO THREE LANES, WELL BEYOND THE 25 FEET NORTHWEST OF THE
 JU2342'CENTERLINE AS DESCRIBED IN THE DATASHEET.
 JU2342
 JU2342                          STATION RECOVERY (2008)
 JU2342
 JU2342'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 JU2342'ROADS HAVE BEEN WIDENED AND REALIGNED. MARK MAY BE PAVED OVER.  NOT
 JU2342'FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2231 ***********************************************************************
 JU2231  DESIGNATION -  A 82
 JU2231  PID         -  JU2231
 JU2231  STATE/COUNTY-  NJ/SALEM
 JU2231  COUNTRY     -  US
 JU2231  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2231
 JU2231                         *CURRENT SURVEY CONTROL
 JU2231  ______________________________________________________________________
 JU2231* NAD 83(1986) POSITION- 39 40 09.25   (N) 075 30 18.97   (W)   HD_HELD1
 JU2231* NAVD 88 ORTHO HEIGHT -     2.719 (meters)        8.92  (feet) ADJUSTED
 JU2231  ______________________________________________________________________
 JU2231  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 JU2231  DYNAMIC HEIGHT  -          2.717 (meters)        8.91  (feet) COMP
 JU2231  MODELED GRAVITY -    980,155.4   (mgal)                       NAVD 88
 JU2231
 JU2231  VERT ORDER      -  FIRST     CLASS II
 JU2231
 JU2231.The horizontal coordinates were determined by differentially corrected
 JU2231.hand held GPS observations or other comparable positioning techniques
 JU2231.and have an estimated accuracy of +/- 3 meters.
 JU2231
 JU2231.The orthometric height was determined by differential leveling and
 JU2231.adjusted by the NATIONAL GEODETIC SURVEY
 JU2231.in June 1991.
 JU2231
 JU2231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2231.GEOID18 height accuracy estimate available here.
 JU2231
 JU2231.Click photographs - Photos may exist for this station.
 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       -    93,275.9      63,751.2     MT  (+/- 3 meters HH1 GPS) 
 JU2231
 JU2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5666291168(NAD 83)
 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
 JU2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2231.See file dsdata.pdf to determine how the superseded data were derived.
 JU2231
 JU2231_MARKER: DV = VERTICAL CONTROL DISK
 JU2231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2231_STAMPING: A 82 1979
 JU2231_MARK LOGO: NGS
 JU2231_PROJECTION: RECESSED
 JU2231_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2231+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2020
 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  HISTORY     - 20070523 GOOD             UE
 JU2231  HISTORY     - 20200323 GOOD             NJGS
 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.
 JU2231
 JU2231                          STATION RECOVERY (2007)
 JU2231
 JU2231'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2231'RECOVERED IN GOOD CONDITION.
 JU2231
 JU2231                          STATION RECOVERY (2020)
 JU2231
 JU2231'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2231'GPS OBSERVATIONS IS QUESTIONABLE DUE TO TREE LINE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0939 ***********************************************************************
 JU0939  DESIGNATION -  A 9
 JU0939  PID         -  JU0939
 JU0939  STATE/COUNTY-  NJ/CUMBERLAND
 JU0939  COUNTRY     -  US
 JU0939  USGS QUAD   -  MILLVILLE (2019)
 JU0939
 JU0939                         *CURRENT SURVEY CONTROL
 JU0939  ______________________________________________________________________
 JU0939* NAD 83(1986) POSITION- 39 23 43.69   (N) 075 02 18.78   (W)   HD_HELD1
 JU0939* NAVD 88 ORTHO HEIGHT -     8.589 (meters)       28.18  (feet) ADJUSTED
 JU0939  ______________________________________________________________________
 JU0939  GEOID HEIGHT    -        -33.909 (meters)                     GEOID18
 JU0939  DYNAMIC HEIGHT  -          8.584 (meters)       28.16  (feet) COMP
 JU0939  MODELED GRAVITY -    980,124.4   (mgal)                       NAVD 88
 JU0939
 JU0939  VERT ORDER      -  FIRST     CLASS II
 JU0939
 JU0939.The horizontal coordinates were determined by differentially corrected
 JU0939.hand held GPS observations or other comparable positioning techniques
 JU0939.and have an estimated accuracy of +/- 3 meters.
 JU0939
 JU0939.The orthometric height was determined by differential leveling and
 JU0939.adjusted by the NATIONAL GEODETIC SURVEY
 JU0939.in June 1991.
 JU0939
 JU0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0939.GEOID18 height accuracy estimate available here.
 JU0939
 JU0939.Click photographs - Photos may exist for this station.
 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       -    62,539.2     103,612.7     MT  (+/- 3 meters HH1 GPS) 
 JU0939
 JU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9668060664(NAD 83)
 JU0939
 JU0939                          SUPERSEDED SURVEY CONTROL
 JU0939
 JU0939  NGVD 29 (04/16/92)    8.920  (m)           29.27   (f) ADJUSTED    1 2
 JU0939  NGVD 29 (01/10/92)    8.920  (m)           29.27   (f) SUPERSEDED  1 2
 JU0939  NGVD 29 (??/??/87)    8.990  (m)           29.49   (f) SUPERSEDED  1 2
 JU0939
 JU0939.Superseded values are not recommended for survey control.
 JU0939
 JU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0939.See file dsdata.pdf to determine how the superseded data were derived.
 JU0939
 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 - May 05, 2013
 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     - 20030610 GOOD             NJGS
 JU0939  HISTORY     - 20050913 GOOD             NJDEP
 JU0939  HISTORY     - 20080611 GOOD             UE
 JU0939  HISTORY     - 20110706 GOOD             NJGS
 JU0939  HISTORY     - 20130505 GOOD             PROFLN
 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 (2003)
 JU0939
 JU0939'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU0939'RECOVERED AS DESCRIBED.
 JU0939
 JU0939                          STATION RECOVERY (2005)
 JU0939
 JU0939'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU0939'RECOVERED IN GOOD CONDITION.
 JU0939
 JU0939                          STATION RECOVERY (2008)
 JU0939
 JU0939'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0939'RECOVERED IN GOOD CONDITION.
 JU0939
 JU0939                          STATION RECOVERY (2011)
 JU0939
 JU0939'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0939'RECOVERED AS DESCRIBED.
 JU0939
 JU0939                          STATION RECOVERY (2013)
 JU0939
 JU0939'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2013 (JRO)
 JU0939'RECOVERED AND PHOTOGRAPHED.  THE BUILDING NOW HOUSES THE CUMBERLAND
 JU0939'COUNTY IMPROVEMENT AUTHORITY.  THE MARK IS IN THE EAST FACE OF THE
 JU0939'BUILDING AT THE NORTHWEST CORNER OF THE INTERSECTION OF EAST MAIN ST -
 JU0939'COMBINED SR 49 AND CR 555 - AND HIGH ST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0697 ***********************************************************************
 LY0697  DESIGNATION -  A 91 1/2
 LY0697  PID         -  LY0697
 LY0697  STATE/COUNTY-  NJ/SUSSEX
 LY0697  COUNTRY     -  US
 LY0697  USGS QUAD   -  FRANKLIN (2019)
 LY0697
 LY0697                         *CURRENT SURVEY CONTROL
 LY0697  ______________________________________________________________________
 LY0697* NAD 83(1986) POSITION- 41 07 12.     (N) 074 35 27.     (W)   SCALED
 LY0697* NAVD 88 ORTHO HEIGHT -   165.207 (meters)      542.02  (feet) ADJUSTED
 LY0697  ______________________________________________________________________
 LY0697  GEOID HEIGHT    -        -32.493 (meters)                     GEOID18
 LY0697  DYNAMIC HEIGHT  -        165.136 (meters)      541.78  (feet) COMP
 LY0697  MODELED GRAVITY -    980,188.4   (mgal)                       NAVD 88
 LY0697
 LY0697  VERT ORDER      -  FIRST     CLASS II
 LY0697
 LY0697.The horizontal coordinates were scaled from a map and have
 LY0697.an estimated accuracy of +/- 6 seconds.
 LY0697
 LY0697.The orthometric height was determined by differential leveling and
 LY0697.adjusted by the NATIONAL GEODETIC SURVEY
 LY0697.in June 1991.
 LY0697
 LY0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0697.GEOID18 height accuracy estimate available here.
 LY0697
 LY0697.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343521(NAD 83)
 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
 LY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0697.See file dsdata.pdf to determine how the superseded data were derived.
 LY0697
 LY0697_MARKER: R = RIVET
 LY0697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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             CGS
 LY0697
 LY0697                          STATION DESCRIPTION
 LY0697
 LY0697'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU2813 ***********************************************************************
 KU2813  DESIGNATION -  AA BATTERY USCA 1940
 KU2813  PID         -  KU2813
 KU2813  STATE/COUNTY-  NJ/MONMOUTH
 KU2813  COUNTRY     -  US
 KU2813  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2813
 KU2813                         *CURRENT SURVEY CONTROL
 KU2813  ______________________________________________________________________
 KU2813* NAD 83(1996) POSITION- 40 25 30.60930(N) 073 58 56.50143(W)   ADJUSTED
 KU2813* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU2813  ______________________________________________________________________
 KU2813  GEOID HEIGHT    -        -32.548 (meters)                     GEOID18
 KU2813  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2813.GEOID18 height accuracy estimate available here.
 KU2813
 KU2813.Click photographs - Photos may exist for this station.
 KU2813
 KU2813.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2813
 KU2813. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000500  x   0.99992374  =   0.99992874
 KU2813!UTM  18      -   1.00000500  x   0.99969173  =   0.99969673
 KU2813
 KU2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8632475445(NAD 83)
 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
 KU2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2813.See file dsdata.pdf to determine how the superseded data were derived.
 KU2813
 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 = JULY 24, 2026 22:12:30 EDT
 KU2814 ***********************************************************************
 KU2814  DESIGNATION -  AA ORIENTING USCA 1940
 KU2814  PID         -  KU2814
 KU2814  STATE/COUNTY-  NJ/MONMOUTH
 KU2814  COUNTRY     -  US
 KU2814  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2814
 KU2814                         *CURRENT SURVEY CONTROL
 KU2814  ______________________________________________________________________
 KU2814* NAD 83(1996) POSITION- 40 25 27.64849(N) 073 58 57.72033(W)   ADJUSTED
 KU2814* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU2814  ______________________________________________________________________
 KU2814  GEOID HEIGHT    -        -32.549 (meters)                     GEOID18
 KU2814  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2814.GEOID18 height accuracy estimate available here.
 KU2814
 KU2814.Click photographs - Photos may exist for this station.
 KU2814
 KU2814.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2814
 KU2814. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000500  x   0.99992371  =   0.99992871
 KU2814!UTM  18      -   1.00000500  x   0.99969167  =   0.99969667
 KU2814
 KU2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8629775354(NAD 83)
 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
 KU2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2814.See file dsdata.pdf to determine how the superseded data were derived.
 KU2814
 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 = JULY 24, 2026 22:12:30 EDT
 KV6994 ***********************************************************************
 KV6994  DESIGNATION -  ABERDEEN 1
 KV6994  PID         -  KV6994
 KV6994  STATE/COUNTY-  NJ/MONMOUTH
 KV6994  COUNTRY     -  US
 KV6994  USGS QUAD   -  KEYPORT (2016)
 KV6994
 KV6994                         *CURRENT SURVEY CONTROL
 KV6994  ______________________________________________________________________
 KV6994* NAD 83(2011) POSITION- 40 25 10.82209(N) 074 12 46.86163(W)   ADJUSTED
 KV6994* NAD 83(2011) ELLIP HT-   -18.465 (meters)        (06/27/12)   ADJUSTED
 KV6994* NAD 83(2011) EPOCH   -  2010.00
 KV6994* NAVD 88 ORTHO HEIGHT -    13.9   (meters)       46.    (feet) GPS OBS
 KV6994  ______________________________________________________________________
 KV6994  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6994  GEOID HEIGHT    -        -32.640 (meters)                     GEOID93
 KV6994  GEOID HEIGHT    -        -32.365 (meters)                     GEOID18
 KV6994  NAD 83(2011) X  -  1,322,929.403 (meters)                     COMP
 KV6994  NAD 83(2011) Y  - -4,679,190.774 (meters)                     COMP
 KV6994  NAD 83(2011) Z  -  4,113,561.180 (meters)                     COMP
 KV6994  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 KV6994
 KV6994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6994  Standards:
 KV6994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6994  -------------------------------------------------------------------
 KV6994  NETWORK    0.32   0.53           0.14   0.12   0.27      0.07819083
 KV6994  -------------------------------------------------------------------
 KV6994  Click here for local accuracies and other accuracy information.
 KV6994
 KV6994.The horizontal coordinates were established by GPS observations
 KV6994.and adjusted by the National Geodetic Survey in June 2012.
 KV6994
 KV6994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6994.been affixed to the stable North American tectonic plate. See 
 KV6994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6994
 KV6994.The horizontal coordinates are valid at the epoch date displayed above
 KV6994.which is a decimal equivalence of Year/Month/Day.
 KV6994
 KV6994.The orthometric height was determined by GPS observations and a
 KV6994.high-resolution geoid model.
 KV6994
 KV6994.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6994.GEOID18 height accuracy estimate available here.
 KV6994
 KV6994.Click photographs - Photos may exist for this station.
 KV6994
 KV6994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6994
 KV6994.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6994
 KV6994.The ellipsoidal height was determined by GPS observations
 KV6994.and is referenced to NAD 83.
 KV6994
 KV6994. The following values were computed from the NAD 83(2011) position.
 KV6994
 KV6994;                    North         East     Units Scale Factor Converg.
 KV6994;SPC NJ       -   176,149.203   174,353.470   MT  0.99990730   +0 11 09.9
 KV6994;SPC NJ       -   577,916.18    572,024.68   sFT  0.99990730   +0 11 09.9
 KV6994;UTM  18      - 4,474,635.791   566,763.905   MT  0.99965487   +0 30 37.0
 KV6994
 KV6994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6994!SPC NJ       -   1.00000290  x   0.99990730  =   0.99991020
 KV6994!UTM  18      -   1.00000290  x   0.99965487  =   0.99965777
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6676374635(NAD 83)
 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(2007)-  40 25 10.82248(N)    074 12 46.86216(W) AD(2002.00) 0
 KV6994  ELLIP H (02/10/07)  -18.452  (m)                       GP(2002.00)    
 KV6994  ELLIP H (10/23/02)  -18.447  (m)                       GP(       ) 4 1
 KV6994  NAD 83(1996)-  40 25 10.82262(N)    074 12 46.86239(W) AD(       ) 1
 KV6994  ELLIP H (05/14/99)  -18.449  (m)                       GP(       ) 4 1
 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)  -18.519  (m)                       GP(       ) 3 1
 KV6994
 KV6994.Superseded values are not recommended for survey control.
 KV6994
 KV6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6994.See file dsdata.pdf to determine how the superseded data were derived.
 KV6994
 KV6994_MARKER: DD = SURVEY DISK
 KV6994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6995 ***********************************************************************
 KV6995  DESIGNATION -  ABERDEEN 2
 KV6995  PID         -  KV6995
 KV6995  STATE/COUNTY-  NJ/MONMOUTH
 KV6995  COUNTRY     -  US
 KV6995  USGS QUAD   -  KEYPORT (2016)
 KV6995
 KV6995                         *CURRENT SURVEY CONTROL
 KV6995  ______________________________________________________________________
 KV6995* NAD 83(2011) POSITION- 40 25 28.06341(N) 074 13 06.14685(W)   ADJUSTED
 KV6995* NAD 83(2011) ELLIP HT-   -28.202 (meters)        (06/27/12)   ADJUSTED
 KV6995* NAD 83(2011) EPOCH   -  2010.00
 KV6995* NAVD 88 ORTHO HEIGHT -     4.128 (meters)       13.54  (feet) ADJUSTED
 KV6995  ______________________________________________________________________
 KV6995  GEOID HEIGHT    -        -32.372 (meters)                     GEOID18
 KV6995  NAD 83(2011) X  -  1,322,396.105 (meters)                     COMP
 KV6995  NAD 83(2011) Y  - -4,678,975.477 (meters)                     COMP
 KV6995  NAD 83(2011) Z  -  4,113,959.728 (meters)                     COMP
 KV6995  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 KV6995  DYNAMIC HEIGHT  -          4.127 (meters)       13.54  (feet) COMP
 KV6995  MODELED GRAVITY -    980,222.0   (mgal)                       NAVD 88
 KV6995
 KV6995  VERT ORDER      -  FIRST     CLASS II
 KV6995
 KV6995  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6995  Standards:
 KV6995         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6995            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6995  -------------------------------------------------------------------
 KV6995  NETWORK    0.33   0.53           0.15   0.12   0.27      0.07355444
 KV6995  -------------------------------------------------------------------
 KV6995  Click here for local accuracies and other accuracy information.
 KV6995
 KV6995.The horizontal coordinates were established by GPS observations
 KV6995.and adjusted by the National Geodetic Survey in June 2012.
 KV6995
 KV6995.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6995.been affixed to the stable North American tectonic plate. See 
 KV6995.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6995
 KV6995.The horizontal coordinates are valid at the epoch date displayed above
 KV6995.which is a decimal equivalence of Year/Month/Day.
 KV6995
 KV6995.The orthometric height was determined by differential leveling and
 KV6995.adjusted by the NATIONAL GEODETIC SURVEY
 KV6995.in February 2016.
 KV6995
 KV6995.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6995.GEOID18 height accuracy estimate available here.
 KV6995
 KV6995.Click photographs - Photos may exist for this station.
 KV6995
 KV6995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6995
 KV6995.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6995
 KV6995.The ellipsoidal height was determined by GPS observations
 KV6995.and is referenced to NAD 83.
 KV6995
 KV6995.The dynamic height is computed by dividing the NAVD 88
 KV6995.geopotential number by the normal gravity value computed on the
 KV6995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6995.degrees latitude (g = 980.6199 gals.).
 KV6995
 KV6995.The modeled gravity was interpolated from observed gravity values.
 KV6995
 KV6995. The following values were computed from the NAD 83(2011) position.
 KV6995
 KV6995;                    North         East     Units Scale Factor Converg.
 KV6995;SPC NJ       -   176,679.500   173,897.177   MT  0.99990703   +0 10 57.4
 KV6995;SPC NJ       -   579,655.99    570,527.65   sFT  0.99990703   +0 10 57.4
 KV6995;UTM  18      - 4,475,163.365   566,304.735   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6630475163(NAD 83)
 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  NAD 83(2007)-  40 25 28.06380(N)    074 13 06.14738(W) AD(2002.00) 0
 KV6995  ELLIP H (02/10/07)  -28.189  (m)                       GP(2002.00)    
 KV6995  ELLIP H (10/23/02)  -28.185  (m)                       GP(       ) 4 1
 KV6995  NAD 83(1996)-  40 25 28.06394(N)    074 13 06.14760(W) AD(       ) 1
 KV6995  ELLIP H (05/14/99)  -28.186  (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)  -28.254  (m)                       GP(       ) 3 1
 KV6995  NAVD 88 (04/25/94)    4.2    (m)  GEOID93  model used  GPS OBS        
 KV6995
 KV6995.Superseded values are not recommended for survey control.
 KV6995
 KV6995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6995.See file dsdata.pdf to determine how the superseded data were derived.
 KV6995
 KV6995_MARKER: DD = SURVEY DISK
 KV6995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6995_STAMPING: ABERDEEN 2 1991
 KV6995_MARK LOGO: NJHA
 KV6995_PROJECTION: RECESSED 20 CENTIMETERS
 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 - March 17, 2015
 KV6995
 KV6995  HISTORY     - Date     Condition        Report By
 KV6995  HISTORY     - 1991     MONUMENTED       NJHA
 KV6995  HISTORY     - 19930903 GOOD             NJGS
 KV6995  HISTORY     - 20141030 GOOD             NJGS
 KV6995  HISTORY     - 20150317 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.
 KV6995
 KV6995                          STATION RECOVERY (2014)
 KV6995
 KV6995'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV6995'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF SOUTH AMBOY
 KV6995'JUNCTION, 5.3 MI (8.5 KM) SOUTHEAST OF SOUTH AMBOY AND 1.1 MI (1.8 KM)
 KV6995'WEST-SOUTHWEST OF KEYPORT, IN ABERDEEN TOWNSHIP.
 KV6995'
 KV6995'TO REACH FROM THE INTERSECTION OF LOWER MAIN STREET (COUNTY ROUTE 516)
 KV6995'AND GERARD AVENUE, GO ABOUT 0.1 MI (0.2 KM) NORTHWEST ON GERARD AVENUE
 KV6995'TO THE BARRICADE ACROSS THE ROADWAY AND THE STATION BELOW ON THE LEFT.
 KV6995'IT IS IN THE CENTER OF A GRASSY AREA ON THE NORTHEAST SIDE OF THE
 KV6995'GARDEN STATE PARKWAY, SOUTH OF THE ABANDONED ENTRANCE/EXIT RAMPS FOR A
 KV6995'FORMER MAINTENANCE SERVICE ROAD AND 2 FT (0.6 M) WEST OF A WITNESS
 KV6995'SIGN.
 KV6995
 KV6995                          STATION RECOVERY (2015)
 KV6995
 KV6995'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6995'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2783 ***********************************************************************
 JU2783  DESIGNATION -  ABSECON CHANNEL LIGHT 4
 JU2783  PID         -  JU2783
 JU2783  STATE/COUNTY-  NJ/ATLANTIC
 JU2783  COUNTRY     -  US
 JU2783  USGS QUAD   -  OCEANVILLE (2019)
 JU2783
 JU2783                         *CURRENT SURVEY CONTROL
 JU2783  ______________________________________________________________________
 JU2783* NAD 83(1996) POSITION- 39 24 32.44775(N) 074 28 02.74103(W)   ADJUSTED
 JU2783  ______________________________________________________________________
 JU2783  GEOID HEIGHT    -        -34.163 (meters)                     GEOID18
 JU2783  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2783.GEOID18 height accuracy estimate available here.
 JU2783
 JU2783.Click photographs - Photos may exist for this station.
 JU2783
 JU2783.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2783
 JU2783. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4584962302(NAD 83)
 JU2783
 JU2783                          SUPERSEDED SURVEY CONTROL
 JU2783
 JU2783  NAD 83(1986)-  39 24 32.43746(N)    074 28 02.73336(W) AD(       ) 3
 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
 JU2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2783.See file dsdata.pdf to determine how the superseded data were derived.
 JU2783
 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 = JULY 24, 2026 22:12:30 EDT
 JU2785 ***********************************************************************
 JU2785  DESIGNATION -  ABSECON CHANNEL LIGHT 2
 JU2785  PID         -  JU2785
 JU2785  STATE/COUNTY-  NJ/ATLANTIC
 JU2785  COUNTRY     -  US
 JU2785  USGS QUAD   -  OCEANVILLE (2019)
 JU2785
 JU2785                         *CURRENT SURVEY CONTROL
 JU2785  ______________________________________________________________________
 JU2785* NAD 83(1996) POSITION- 39 24 06.60971(N) 074 27 16.34691(W)   ADJUSTED
 JU2785  ______________________________________________________________________
 JU2785  GEOID HEIGHT    -        -34.215 (meters)                     GEOID18
 JU2785  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2785.GEOID18 height accuracy estimate available here.
 JU2785
 JU2785.Click photographs - Photos may exist for this station.
 JU2785
 JU2785.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2785
 JU2785. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4696461512(NAD 83)
 JU2785
 JU2785                          SUPERSEDED SURVEY CONTROL
 JU2785
 JU2785  NAD 83(1986)-  39 24 06.59922(N)    074 27 16.33879(W) AD(       ) 3
 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
 JU2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2785.See file dsdata.pdf to determine how the superseded data were derived.
 JU2785
 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 = JULY 24, 2026 22:12:30 EDT
 JU2799 ***********************************************************************
 JU2799  DESIGNATION -  ABSECON CHANNEL LIGHT 5
 JU2799  PID         -  JU2799
 JU2799  STATE/COUNTY-  NJ/ATLANTIC
 JU2799  COUNTRY     -  US
 JU2799  USGS QUAD   -  OCEANVILLE (2019)
 JU2799
 JU2799                         *CURRENT SURVEY CONTROL
 JU2799  ______________________________________________________________________
 JU2799* NAD 83(1996) POSITION- 39 25 15.13668(N) 074 28 55.09288(W)   ADJUSTED
 JU2799  ______________________________________________________________________
 JU2799  GEOID HEIGHT    -        -34.088 (meters)                     GEOID18
 JU2799  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2799.GEOID18 height accuracy estimate available here.
 JU2799
 JU2799.Click photographs - Photos may exist for this station.
 JU2799
 JU2799.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2799
 JU2799. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4459063610(NAD 83)
 JU2799
 JU2799                          SUPERSEDED SURVEY CONTROL
 JU2799
 JU2799  NAD 83(1986)-  39 25 15.12966(N)    074 28 55.08717(W) AD(       ) 3
 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
 JU2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2799.See file dsdata.pdf to determine how the superseded data were derived.
 JU2799
 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 = JULY 24, 2026 22:12:30 EDT
 JU2774 ***********************************************************************
 JU2774  DESIGNATION -  ABSECON INLET BREAKWATER LIGHT
 JU2774  PID         -  JU2774
 JU2774  STATE/COUNTY-  NJ/ATLANTIC
 JU2774  COUNTRY     -  US
 JU2774  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2774
 JU2774                         *CURRENT SURVEY CONTROL
 JU2774  ______________________________________________________________________
 JU2774* NAD 83(1996) POSITION- 39 21 51.84538(N) 074 24 27.58404(W)   ADJUSTED
 JU2774* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2774  ______________________________________________________________________
 JU2774  GEOID HEIGHT    -        -34.437 (meters)                     GEOID18
 JU2774  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2774.GEOID18 height accuracy estimate available here.
 JU2774
 JU2774.Click photographs - Photos may exist for this station.
 JU2774
 JU2774.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2774
 JU2774. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000547  x   0.99990078  =   0.99990625
 JU2774!UTM  18      -   1.00000547  x   0.99963206  =   0.99963752
 JU2774
 JU2774:                Primary Azimuth Mark                     Grid Az
 JU2774:SPC NJ       -  ABSECON LIGHT                            290 53 16.2
 JU2774:UTM  18      -  ABSECON LIGHT                            290 34 14.5
 JU2774
 JU2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5102757383(NAD 83)
 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
 JU2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2774.See file dsdata.pdf to determine how the superseded data were derived.
 JU2774
 JU2774_MARKER: 14 = NAVIGATION LIGHT
 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 = JULY 24, 2026 22:12:30 EDT
 JU2772 ***********************************************************************
 JU2772  DESIGNATION -  ABSECON LIGHT
 JU2772  PID         -  JU2772
 JU2772  STATE/COUNTY-  NJ/ATLANTIC
 JU2772  COUNTRY     -  US
 JU2772  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2772
 JU2772                         *CURRENT SURVEY CONTROL
 JU2772  ______________________________________________________________________
 JU2772* NAD 83(1996) POSITION- 39 21 58.77596(N) 074 24 50.91129(W)   ADJUSTED
 JU2772* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2772  ______________________________________________________________________
 JU2772  GEOID HEIGHT    -        -34.421 (meters)                     GEOID18
 JU2772  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2772.GEOID18 height accuracy estimate available here.
 JU2772
 JU2772.Click photographs - Photos may exist for this station.
 JU2772
 JU2772.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2772
 JU2772. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000515  x   0.99990067  =   0.99990582
 JU2772!UTM  18      -   1.00000515  x   0.99963136  =   0.99963651
 JU2772
 JU2772:                Primary Azimuth Mark                     Grid Az
 JU2772:SPC NJ       -  STEELMAN                                 311 09 20.0
 JU2772:UTM  18      -  STEELMAN                                 310 50 18.2
 JU2772
 JU2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5046857593(NAD 83)
 JU2772
 JU2772|---------------------------------------------------------------------|
 JU2772| PID    Reference Object                     Distance      Geod. Az  |
 JU2772|                                                           dddmmss.s |
 JU2772| JU2808 STEELMAN                            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  USSD        -  39 21 58.74000(N)    074 24 52.27000(W) AD(       ) 3
 JU2772
 JU2772.Superseded values are not recommended for survey control.
 JU2772
 JU2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2772.See file dsdata.pdf to determine how the superseded data were derived.
 JU2772
 JU2772_MARKER: 13 = LIGHTHOUSE
 JU2772
 JU2772  HISTORY     - Date     Condition        Report By
 JU2772  HISTORY     - 1867     FIRST OBSERVED   COASUR
 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 = JULY 24, 2026 22:12:30 EDT
 DQ8305 ***********************************************************************
 DQ8305  DESIGNATION -  ABSECON LIGHTHOUSE CROSS CUT
 DQ8305  PID         -  DQ8305
 DQ8305  STATE/COUNTY-  NJ/ATLANTIC
 DQ8305  COUNTRY     -  US
 DQ8305  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8305
 DQ8305                         *CURRENT SURVEY CONTROL
 DQ8305  ______________________________________________________________________
 DQ8305* NAD 83(1986) POSITION- 39 21 58.76   (N) 074 24 50.76   (W)   HD_HELD1
 DQ8305* NAVD 88 ORTHO HEIGHT -     3.204 (meters)       10.51  (feet) ADJUSTED
 DQ8305  ______________________________________________________________________
 DQ8305  GEOID HEIGHT    -        -34.421 (meters)                     GEOID18
 DQ8305  DYNAMIC HEIGHT  -          3.202 (meters)       10.51  (feet) COMP
 DQ8305  MODELED GRAVITY -    980,106.8   (mgal)                       NAVD 88
 DQ8305
 DQ8305  VERT ORDER      -  FIRST     CLASS II
 DQ8305
 DQ8305.The horizontal coordinates were determined by differentially corrected
 DQ8305.hand held GPS observations or other comparable positioning techniques
 DQ8305.and have an estimated accuracy of +/- 3 meters.
 DQ8305
 DQ8305.The orthometric height was determined by differential leveling and
 DQ8305.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8305.in August 2018.
 DQ8305
 DQ8305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8305.GEOID18 height accuracy estimate available here.
 DQ8305
 DQ8305.Click photographs - Photos may exist for this station.
 DQ8305
 DQ8305.The dynamic height is computed by dividing the NAVD 88
 DQ8305.geopotential number by the normal gravity value computed on the
 DQ8305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8305.degrees latitude (g = 980.6199 gals.).
 DQ8305
 DQ8305.The modeled gravity was interpolated from observed gravity values.
 DQ8305
 DQ8305;                    North         East    Units  Estimated Accuracy
 DQ8305;SPC NJ       -    59,168.6     157,401.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8305
 DQ8305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5047157592(NAD 83)
 DQ8305
 DQ8305                          SUPERSEDED SURVEY CONTROL
 DQ8305
 DQ8305.No superseded survey control is available for this station.
 DQ8305
 DQ8305_MARKER: X = CHISELED CROSS
 DQ8305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8305_SP_SET: WINDOW SILL
 DQ8305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8305+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2017
 DQ8305
 DQ8305  HISTORY     - Date     Condition        Report By
 DQ8305  HISTORY     - 20170626 MONUMENTED       NJGS
 DQ8305
 DQ8305                          STATION DESCRIPTION
 DQ8305
 DQ8305'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8305'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF
 DQ8305'PLEASANTVILLE, 4.0 MI (6.4 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC
 DQ8305'CITY, NJ.
 DQ8305'
 DQ8305'IN ATLANTIC CITY, STATION IS A CROSS-CUT SCRIBED ON TOP OF THE
 DQ8305'SOUTHWEST END OF THE SILL OF THE SOUTHWEST WINDOW OF THE ABSECON
 DQ8305'LIGHTHOUSE ON THE GROUNDS OF THE ABSECON LIGHTHOUSE HISTORIC SITE.
 DQ8305'
 DQ8305'THE STATION IS 6.5 INCHES (17 CM) NORTHEAST OF THE SOUTHWEST EDGE OF
 DQ8305'THE SILL, 1 INCH (3 CM) NORTHWEST OF THE SOUTHEAST EDGE OF THE SILL,
 DQ8305'201 FT (61.3 M) SOUTHWEST OF THE CENTERLINE OF VERMONT AVENUE AND 47
 DQ8305'FT (14.3 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE PORCH TO THE PARK
 DQ8305'HEADQUARTERS BUILDING.
 DQ8305'
 DQ8305'NOTE-THE STATION IS ABOUT 3.5 FT (1.1 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU3907 ***********************************************************************
 KU3907  DESIGNATION -  ABSOLUTELY USE 1932
 KU3907  PID         -  KU3907
 KU3907  STATE/COUNTY-  NJ/BERGEN
 KU3907  COUNTRY     -  US
 KU3907  USGS QUAD   -  CENTRAL PARK (2019)
 KU3907
 KU3907                         *CURRENT SURVEY CONTROL
 KU3907  ______________________________________________________________________
 KU3907* NAD 83(1996) POSITION- 40 48 20.82797(N) 073 59 03.05865(W)   ADJUSTED
 KU3907* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KU3907  ______________________________________________________________________
 KU3907  GEOID HEIGHT    -        -31.689 (meters)                     GEOID18
 KU3907  LAPLACE CORR    -          6.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3907.GEOID18 height accuracy estimate available here.
 KU3907
 KU3907.Click photographs - Photos may exist for this station.
 KU3907
 KU3907.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3907
 KU3907. The following values were computed from the NAD 83(1996) position.
 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       -  MANHATTAN ROERICH MUSEUM TOWER           118 00 16.5
 KU3907:SPC NY L     -  MANHATTAN ROERICH MUSEUM TOWER           118 19 52.8
 KU3907:UTM  18      -  MANHATTAN ROERICH MUSEUM TOWER           117 40 40.1
 KU3907
 KU3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8568217694(NAD 83)
 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
 KU3907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3907.See file dsdata.pdf to determine how the superseded data were derived.
 KU3907
 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       USACE
 KU3907  HISTORY     - 1952     MARK NOT FOUND   CGS
 KU3907
 KU3907                          STATION DESCRIPTION
 KU3907
 KU3907'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV6370 ***********************************************************************
 KV6370  DESIGNATION -  ABUT
 KV6370  PID         -  KV6370
 KV6370  STATE/COUNTY-  NJ/MERCER
 KV6370  COUNTRY     -  US
 KV6370  USGS QUAD   -  TRENTON EAST (2019)
 KV6370
 KV6370                         *CURRENT SURVEY CONTROL
 KV6370  ______________________________________________________________________
 KV6370* NAD 83(1996) POSITION- 40 11 03.04352(N) 074 44 59.25853(W)   NO CHECK
 KV6370* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6370  ______________________________________________________________________
 KV6370  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 KV6370  LAPLACE CORR    -          4.33  (seconds)                    DEFLEC18
 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
 KV6370.No horizontal observational check was made to the station.
 KV6370
 KV6370.The orthometric height was scaled from a topographic map.
 KV6370
 KV6370.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6370.GEOID18 height accuracy estimate available here.
 KV6370
 KV6370.Click photographs - Photos may exist for this station.
 KV6370
 KV6370.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6370
 KV6370. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2130048229(NAD 83)
 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
 KV6370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6370.See file dsdata.pdf to determine how the superseded data were derived.
 KV6370
 KV6370_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KV6370_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 KV6370_SP_SET: DRIVEN INTO GROUND
 KV6370_MARK LOGO: USACE
 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       USACE
 KV6370
 KV6370                          STATION DESCRIPTION
 KV6370
 KV6370'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3261 ***********************************************************************
 JU3261  CBN         -  This is a Cooperative Base Network Control Station.
 JU3261  DESIGNATION -  ACTON 2
 JU3261  PID         -  JU3261
 JU3261  STATE/COUNTY-  NJ/SALEM
 JU3261  COUNTRY     -  US
 JU3261  USGS QUAD   -  PENNS GROVE (2019)
 JU3261
 JU3261                         *CURRENT SURVEY CONTROL
 JU3261  ______________________________________________________________________
 JU3261* NAD 83(2011) POSITION- 39 38 12.03036(N) 075 22 58.42693(W)   ADJUSTED
 JU3261* NAD 83(2011) ELLIP HT-    -7.251 (meters)        (06/27/12)   ADJUSTED
 JU3261* NAD 83(2011) EPOCH   -  2010.00
 JU3261* NAVD 88 ORTHO HEIGHT -    26.1   (meters)       86.    (feet) GPS OBS
 JU3261  ______________________________________________________________________
 JU3261  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU3261  GEOID HEIGHT    -        -33.377 (meters)                     GEOID99
 JU3261  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 JU3261  NAD 83(2011) X  -  1,241,232.537 (meters)                     COMP
 JU3261  NAD 83(2011) Y  - -4,759,340.298 (meters)                     COMP
 JU3261  NAD 83(2011) Z  -  4,046,996.417 (meters)                     COMP
 JU3261  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 JU3261
 JU3261  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3261  Standards:
 JU3261         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3261            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3261  -------------------------------------------------------------------
 JU3261  NETWORK    0.31   0.51           0.14   0.11   0.26     -0.06940714
 JU3261  -------------------------------------------------------------------
 JU3261  Click here for local accuracies and other accuracy information.
 JU3261
 JU3261.The horizontal coordinates were established by GPS observations
 JU3261.and adjusted by the National Geodetic Survey in June 2012.
 JU3261
 JU3261.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3261.been affixed to the stable North American tectonic plate. See 
 JU3261.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3261
 JU3261.The horizontal coordinates are valid at the epoch date displayed above
 JU3261.which is a decimal equivalence of Year/Month/Day.
 JU3261
 JU3261.The orthometric height was determined by GPS observations and a
 JU3261.high-resolution geoid model.
 JU3261
 JU3261.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3261.GEOID18 height accuracy estimate available here.
 JU3261
 JU3261.Click photographs - Photos may exist for this station.
 JU3261
 JU3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3261
 JU3261.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3261
 JU3261.The ellipsoidal height was determined by GPS observations
 JU3261.and is referenced to NAD 83.
 JU3261
 JU3261. The following values were computed from the NAD 83(2011) position.
 JU3261
 JU3261;                    North         East     Units Scale Factor Converg.
 JU3261;SPC NJ       -    89,550.560    74,215.029   MT  0.99997069   -0 33 47.7
 JU3261;SPC NJ       -   293,800.46    243,487.14   sFT  0.99997069   -0 33 47.7
 JU3261;UTM  18      - 4,387,503.011   467,143.473   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       -  BURDEN 2                                 179 47 05.3
 JU3261:UTM  18      -  BURDEN 2                                 179 27 56.9
 JU3261
 JU3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6714387503(NAD 83)
 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 1791317.6 |
 JU3261| JU3254 SALEM MUNICIPAL STANDPIPE           APPROX.10.1 KM 2250513.7 |
 JU3261| JU3248 SALEM MANNINGTON MILLS TANK         APPROX. 8.8 KM 2252751.8 |
 JU3261| JU3253 SALEM FIRST PRESB CH SPIRE          APPROX.10.0 KM 2253111.1 |
 JU3261| JU3250 SALEM GAYNER GLASS CO TANK          APPROX.10.6 KM 2295538.4 |
 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                                      2824404.8 |
 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  NAD 83(2007)-  39 38 12.03074(N)    075 22 58.42764(W) AD(2002.00) 0
 JU3261  ELLIP H (02/10/07)   -7.240  (m)                       GP(2002.00)    
 JU3261  ELLIP H (09/23/02)   -7.268  (m)                       GP(       ) 4 1
 JU3261  NAD 83(1996)-  39 38 12.03106(N)    075 22 58.42755(W) AD(       ) B
 JU3261  ELLIP H (07/24/97)   -7.250  (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)   -7.309  (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)   -7.326  (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  NAVD 88 (08/04/95)   26.1    (m)  GEOID93  model used  GPS OBS        
 JU3261  NGVD 29 (10/07/92)   26.4    (m)  UNKNOWN  model used  GPS OBS        
 JU3261  NGVD 29 (08/10/88)   26.1    (m)  RAPSU86  model used  GPS OBS        
 JU3261
 JU3261.Superseded values are not recommended for survey control.
 JU3261
 JU3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3261.See file dsdata.pdf to determine how the superseded data were derived.
 JU3261
 JU3261_MARKER: DS = TRIANGULATION STATION DISK
 JU3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3261_STAMPING: ACTON 2 1933
 JU3261_MARK LOGO: CGS
 JU3261_PROJECTION: RECESSED 36 CENTIMETERS
 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 NOT SUITABLE FOR
 JU3261+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 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  HISTORY     - 20070713 GOOD             UE
 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.
 JU3261
 JU3261                          STATION RECOVERY (2007)
 JU3261
 JU3261'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3260 ***********************************************************************
 JU3260  DESIGNATION -  ACTON 2 RM 2
 JU3260  PID         -  JU3260
 JU3260  STATE/COUNTY-  NJ/SALEM
 JU3260  COUNTRY     -  US
 JU3260  USGS QUAD   -  PENNS GROVE (2019)
 JU3260
 JU3260                         *CURRENT SURVEY CONTROL
 JU3260  ______________________________________________________________________
 JU3260* NAD 83(1996) POSITION- 39 38 12.75304(N) 075 22 59.51101(W)   ADJUSTED
 JU3260* NAVD 88 ORTHO HEIGHT -    27.    (meters)       89.    (feet) SCALED
 JU3260  ______________________________________________________________________
 JU3260  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 JU3260  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3260.GEOID18 height accuracy estimate available here.
 JU3260
 JU3260.Click photographs - Photos may exist for this station.
 JU3260
 JU3260.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3260
 JU3260. The following values were computed from the NAD 83(1996) position.
 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       -  ACTON 2 AZ MK RESET                      281 03 47.3
 JU3260:UTM  18      -  ACTON 2 AZ MK RESET                      280 44 38.9
 JU3260
 JU3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6711787525(NAD 83)
 JU3260
 JU3260|---------------------------------------------------------------------|
 JU3260| PID    Reference Object                     Distance      Geod. Az  |
 JU3260|                                                           dddmmss.s |
 JU3260| JU3237 AUBURN ATT MICROWAVE TOWER          APPROX.10.4 KM 0183933.4 |
 JU3260| CB1172 ACTON 2 RM 3                         67.864 METERS 11933     |
 JU3260| JU3261 ACTON 2                              34.105 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
 JU3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3260.See file dsdata.pdf to determine how the superseded data were derived.
 JU3260
 JU3260_MARKER: DR = REFERENCE MARK DISK
 JU3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3260_STAMPING: ACTION 2 NO 2 1933
 JU3260_MARK LOGO: CGS
 JU3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3260+STABILITY: SURFACE MOTION
 JU3260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3260+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 JU3260
 JU3260  HISTORY     - Date     Condition        Report By
 JU3260  HISTORY     - 1933     MONUMENTED       CGS
 JU3260  HISTORY     - 1958     GOOD             CGS
 JU3260  HISTORY     - 1965     GOOD             CGS
 JU3260  HISTORY     - 20070713 GOOD             UE
 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.
 JU3260
 JU3260                          STATION RECOVERY (2007)
 JU3260
 JU3260'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3260'ALSO FOUND CB1172 (ACTON 2 RM 3) AND AH7176 (ACTON 2 AZ MK RESET).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA2848 ***********************************************************************
 AA2848  PACS        -  This is a Primary Airport Control Station.
 AA2848  DESIGNATION -  ACY K
 AA2848  PID         -  AA2848
 AA2848  STATE/COUNTY-  NJ/ATLANTIC
 AA2848  COUNTRY     -  US
 AA2848  USGS QUAD   -  PLEASANTVILLE (2019)
 AA2848
 AA2848                         *CURRENT SURVEY CONTROL
 AA2848  ______________________________________________________________________
 AA2848* NAD 83(2011) POSITION- 39 27 40.43337(N) 074 34 05.96401(W)   ADJUSTED
 AA2848* NAD 83(2011) ELLIP HT-   -16.037 (meters)        (06/27/12)   ADJUSTED
 AA2848* NAD 83(2011) EPOCH   -  2010.00
 AA2848* NAVD 88 ORTHO HEIGHT -    17.830 (meters)       58.50  (feet) ADJUSTED
 AA2848  ______________________________________________________________________
 AA2848  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 AA2848  NAD 83(2011) X  -  1,312,066.732 (meters)                     COMP
 AA2848  NAD 83(2011) Y  - -4,753,162.512 (meters)                     COMP
 AA2848  NAD 83(2011) Z  -  4,031,971.128 (meters)                     COMP
 AA2848  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 AA2848  DYNAMIC HEIGHT  -         17.821 (meters)       58.47  (feet) COMP
 AA2848  MODELED GRAVITY -    980,125.8   (mgal)                       NAVD 88
 AA2848
 AA2848  VERT ORDER      -  FIRST     CLASS II
 AA2848
 AA2848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2848  Standards:
 AA2848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2848  -------------------------------------------------------------------
 AA2848  NETWORK    0.41   1.14           0.18   0.15   0.58     -0.01191509
 AA2848  -------------------------------------------------------------------
 AA2848  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA2848
 AA2848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2848.been affixed to the stable North American tectonic plate. See 
 AA2848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2848
 AA2848.The horizontal coordinates are valid at the epoch date displayed above
 AA2848.which is a decimal equivalence of Year/Month/Day.
 AA2848
 AA2848.The orthometric height was determined by differential leveling and
 AA2848.adjusted by the NATIONAL GEODETIC SURVEY
 AA2848.in April 2001.
 AA2848
 AA2848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2848.GEOID18 height accuracy estimate available here.
 AA2848
 AA2848.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AA2848
 AA2848.The ellipsoidal height was determined by GPS observations
 AA2848.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA2848
 AA2848;                    North         East     Units Scale Factor Converg.
 AA2848;SPC NJ       -    69,703.440   144,120.601   MT  0.99990043   -0 02 36.3
 AA2848;SPC NJ       -   228,685.37    472,835.67   sFT  0.99990043   -0 02 36.3
 AA2848;UTM  18      - 4,368,050.880   537,135.813   MT  0.99961698   +0 16 27.7
 AA2848
 AA2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2848!SPC NJ       -   1.00000252  x   0.99990043  =   0.99990295
 AA2848!UTM  18      -   1.00000252  x   0.99961698  =   0.99961950
 AA2848
 AA2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3713568050(NAD 83)
 AA2848
 AA2848                          SUPERSEDED SURVEY CONTROL
 AA2848
 AA2848  NAD 83(2007)-  39 27 40.43382(N)    074 34 05.96495(W) AD(2002.00) 0
 AA2848  ELLIP H (02/10/07)  -16.002  (m)                       GP(2002.00)    
 AA2848  ELLIP H (09/23/02)  -15.998  (m)                       GP(       ) 4 1
 AA2848  NAD 83(1996)-  39 27 40.43370(N)    074 34 05.96483(W) AD(       ) A
 AA2848  ELLIP H (07/24/97)  -15.964  (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)  -15.965  (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)  -15.876  (m)                       GP(       ) 1 1
 AA2848  NAVD 88              17.83   (m)           58.5    (f) LEVELING    3  
 AA2848
 AA2848.Superseded values are not recommended for survey control.
 AA2848
 AA2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2848.See file dsdata.pdf to determine how the superseded data were derived.
 AA2848
 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 - December 16, 2009
 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  HISTORY     - 20091216 GOOD             GRWAS
 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.
 AA2848
 AA2848                          STATION RECOVERY (2009)
 AA2848
 AA2848'RECOVERY NOTE BY GRW AERIAL SURVEY 2009 (FCB)
 AA2848'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA2847 ***********************************************************************
 AA2847  FBN         -  This is a Federal Base Network Control Station.
 AA2847  DESIGNATION -  ACY L
 AA2847  PID         -  AA2847
 AA2847  STATE/COUNTY-  NJ/ATLANTIC
 AA2847  COUNTRY     -  US
 AA2847  USGS QUAD   -  PLEASANTVILLE (2019)
 AA2847
 AA2847                         *CURRENT SURVEY CONTROL
 AA2847  ______________________________________________________________________
 AA2847* NAD 83(2011) POSITION- 39 26 51.28019(N) 074 33 49.78406(W)   ADJUSTED
 AA2847* NAD 83(2011) ELLIP HT-   -16.009 (meters)        (06/27/12)   ADJUSTED
 AA2847* NAD 83(2011) EPOCH   -  2010.00
 AA2847* NAVD 88 ORTHO HEIGHT -    17.905 (meters)       58.74  (feet) ADJUSTED
 AA2847  ______________________________________________________________________
 AA2847  GEOID HEIGHT    -        -33.910 (meters)                     GEOID18
 AA2847  NAD 83(2011) X  -  1,312,695.978 (meters)                     COMP
 AA2847  NAD 83(2011) Y  - -4,753,988.137 (meters)                     COMP
 AA2847  NAD 83(2011) Z  -  4,030,800.686 (meters)                     COMP
 AA2847  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 AA2847  DYNAMIC HEIGHT  -         17.896 (meters)       58.71  (feet) COMP
 AA2847  MODELED GRAVITY -    980,124.1   (mgal)                       NAVD 88
 AA2847
 AA2847  VERT ORDER      -  FIRST     CLASS II
 AA2847
 AA2847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA2847  Standards:
 AA2847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA2847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA2847  -------------------------------------------------------------------
 AA2847  NETWORK    0.40   1.10           0.18   0.14   0.56     -0.00697492
 AA2847  -------------------------------------------------------------------
 AA2847  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA2847
 AA2847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA2847.been affixed to the stable North American tectonic plate. See 
 AA2847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA2847
 AA2847.The horizontal coordinates are valid at the epoch date displayed above
 AA2847.which is a decimal equivalence of Year/Month/Day.
 AA2847
 AA2847.The orthometric height was determined by differential leveling and
 AA2847.adjusted by the NATIONAL GEODETIC SURVEY
 AA2847.in April 2013.
 AA2847
 AA2847.No vertical observational check was made to the station.
 AA2847
 AA2847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA2847.GEOID18 height accuracy estimate available here.
 AA2847
 AA2847.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AA2847
 AA2847.The ellipsoidal height was determined by GPS observations
 AA2847.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA2847
 AA2847;                    North         East     Units Scale Factor Converg.
 AA2847;SPC NJ       -    68,187.422   144,506.285   MT  0.99990037   -0 02 26.0
 AA2847;SPC NJ       -   223,711.57    474,101.04   sFT  0.99990037   -0 02 26.0
 AA2847;UTM  18      - 4,366,537.453   537,529.787   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3752966537(NAD 83)
 AA2847
 AA2847                          SUPERSEDED SURVEY CONTROL
 AA2847
 AA2847  NAD 83(2007)-  39 26 51.28061(N)    074 33 49.78499(W) AD(2002.00) 0
 AA2847  ELLIP H (02/10/07)  -15.976  (m)                       GP(2002.00)    
 AA2847  ELLIP H (09/24/01)  -15.987  (m)                       GP(       ) 4 1
 AA2847  NAD 83(1996)-  39 26 51.28051(N)    074 33 49.78483(W) AD(       ) A
 AA2847  ELLIP H (07/24/97)  -15.926  (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)  -15.927  (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)  -15.838  (m)                       GP(       ) 1 1
 AA2847  NAVD 88 (04/12/01)   17.902  (m)           58.73   (f) SUPERSEDED  1 2
 AA2847  NAVD 88              17.90   (m)           58.7    (f) LEVELING    3  
 AA2847
 AA2847.Superseded values are not recommended for survey control.
 AA2847
 AA2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2847.See file dsdata.pdf to determine how the superseded data were derived.
 AA2847
 AA2847_MARKER: F = FLANGE-ENCASED 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 - January 31, 2020
 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  HISTORY     - 20061109 GOOD             BANC
 AA2847  HISTORY     - 20100513 GOOD             NJGS
 AA2847  HISTORY     - 20200131 GOOD             NJGS
 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 LOADING
 AA2847'DOCK OF THE US COAST GUARD HANGAR.  OWNERSHIP--FEDERAL AVIATION
 AA2847'ADMINISTRATION.  CONTACT MR JEFFERY WOLFE, ENGINEERING SUPERVISOR, ONE
 AA2847'DAY IN ADVANCE BEFORE OCCUPYING THE STATION, PHONE 609-485-4430. DUE
 AA2847'TO POSSIBLE SECURITY REQUIREMENTS, MR JIM CLAYTON CAN BE CONTACTED FOR
 AA2847'AN ESCORT TO THE STATION IF NEEDED, PHONE 609-485-5569.
 AA2847'
 AA2847'TO REACH THE STATION FROM THE TRAFFIC CIRCLE-JUNCTION OF COUNTY ROADS
 AA2847'563, 648 AND THE ENTRANCE ROAD TO THE FAA TECHNICAL CENTER COMPLEX,
 AA2847'ABOUT 2.41 KM (1.50 MI) SOUTHWEST OF POMONA, GO NORTH ON THE FAA
 AA2847'FACILITY ROAD FOR 1.4 KM (0.85 MI) TO THE SECURITY BUILDING ON THE
 AA2847'RIGHT AND SECURITY GATE STRAIGHT AHEAD.  YOU MUST CHECK IN AT THE
 AA2847'SECURITY BUILDING FOR A PASS OR AN ESCORT TO THE STATION.  FROM THE
 AA2847'SECURITY GATE, GO 0.08 KM (0.05 MI) TO THE JUNCTION OF AMELIA EARHART
 AA2847'DRIVE.  TURN RIGHT, SOUTHEASTERLY AND GO 1.37 KM (0.85 MI) ON AMELIA
 AA2847'EARHART DRIVE TO THE STATION ON THE RIGHT.
 AA2847'
 AA2847'THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A
 AA2847'GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH NGS LOGO CAP
 AA2847'SURROUNDED BY CONCRETE RECESSED 3 CM BELOW GROUND.  LOCATED 19.20 M
 AA2847'(62.99 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE DRIVE TO THE COAST
 AA2847'GUARD HANGAR, 16.92 M (55.51 FT) WEST OF THE SOUTHWEST CORNER OF THE
 AA2847'CONCRETE 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 PARKING LOT
 AA2847'AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS.
 AA2847
 AA2847                          STATION RECOVERY (2004)
 AA2847
 AA2847'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 AA2847'RECOVERED IN GOOD CONDITION.
 AA2847
 AA2847                          STATION RECOVERY (2006)
 AA2847
 AA2847'RECOVERY NOTE BY BANC 3 2006 (AEG)
 AA2847'RECOVERED IN GOOD CONDITION.
 AA2847
 AA2847                          STATION RECOVERY (2010)
 AA2847
 AA2847'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 AA2847'RECOVERED AS DESCRIBED.
 AA2847
 AA2847                          STATION RECOVERY (2020)
 AA2847
 AA2847'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AA2847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI5210 ***********************************************************************
 AI5210  DESIGNATION -  ADMIRAL
 AI5210  PID         -  AI5210
 AI5210  STATE/COUNTY-  NJ/MONMOUTH
 AI5210  COUNTRY     -  US
 AI5210  USGS QUAD   -  LONG BRANCH EAST (2019)
 AI5210
 AI5210                         *CURRENT SURVEY CONTROL
 AI5210  ______________________________________________________________________
 AI5210* NAD 83(1996) POSITION- 40 19 51.98925(N) 073 58 27.12315(W)   ADJUSTED
 AI5210* NAVD 88 ORTHO HEIGHT -    47.7   (meters)      156.    (feet) VERTCON3
 AI5210  ______________________________________________________________________
 AI5210  GEOID HEIGHT    -        -32.701 (meters)                     GEOID18
 AI5210  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5210.GEOID18 height accuracy estimate available here.
 AI5210
 AI5210.Click photographs - Photos may exist for this station.
 AI5210
 AI5210.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5210
 AI5210. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8713865012(NAD 83)
 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
 AI5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5210.See file dsdata.pdf to determine how the superseded data were derived.
 AI5210
 AI5210_MARKER: DD = SURVEY DISK
 AI5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5210_STAMPING: ADMIRAL 1988
 AI5210_MARK LOGO: NOS
 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       NOS
 AI5210
 AI5210                          STATION DESCRIPTION
 AI5210
 AI5210'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 JU4492 ***********************************************************************
 JU4492  DESIGNATION -  ADR 2
 JU4492  PID         -  JU4492
 JU4492  STATE/COUNTY-  NJ/CAMDEN
 JU4492  COUNTRY     -  US
 JU4492  USGS QUAD   -  CAMDEN (2019)
 JU4492
 JU4492                         *CURRENT SURVEY CONTROL
 JU4492  ______________________________________________________________________
 JU4492* NAD 83(2011) POSITION- 39 58 48.37539(N) 075 01 21.69718(W)   ADJUSTED
 JU4492* NAD 83(2011) ELLIP HT-   -16.891 (meters)        (06/27/12)   ADJUSTED
 JU4492* NAD 83(2011) EPOCH   -  2010.00
 JU4492* NAVD 88 ORTHO HEIGHT -    16.0   (meters)       52.    (feet) GPS OBS
 JU4492  ______________________________________________________________________
 JU4492  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4492  GEOID HEIGHT    -        -33.190 (meters)                     GEOID93
 JU4492  GEOID HEIGHT    -        -32.856 (meters)                     GEOID18
 JU4492  NAD 83(2011) X  -  1,264,817.499 (meters)                     COMP
 JU4492  NAD 83(2011) Y  - -4,727,852.788 (meters)                     COMP
 JU4492  NAD 83(2011) Z  -  4,076,282.196 (meters)                     COMP
 JU4492  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 JU4492
 JU4492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4492  Standards:
 JU4492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4492  -------------------------------------------------------------------
 JU4492  NETWORK    1.28   1.82           0.36   0.61   0.93     -0.25082736
 JU4492  -------------------------------------------------------------------
 JU4492  Click here for local accuracies and other accuracy information.
 JU4492
 JU4492.The horizontal coordinates were established by GPS observations
 JU4492.and adjusted by the National Geodetic Survey in June 2012.
 JU4492
 JU4492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4492.been affixed to the stable North American tectonic plate. See 
 JU4492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4492
 JU4492.The horizontal coordinates are valid at the epoch date displayed above
 JU4492.which is a decimal equivalence of Year/Month/Day.
 JU4492
 JU4492.The orthometric height was determined by GPS observations and a
 JU4492.high-resolution geoid model.
 JU4492
 JU4492.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4492.GEOID18 height accuracy estimate available here.
 JU4492
 JU4492.Click photographs - Photos may exist for this station.
 JU4492
 JU4492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4492
 JU4492.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4492
 JU4492.The ellipsoidal height was determined by GPS observations
 JU4492.and is referenced to NAD 83.
 JU4492
 JU4492. The following values were computed from the NAD 83(2011) position.
 JU4492
 JU4492;                    North         East     Units Scale Factor Converg.
 JU4492;SPC NJ       -   127,436.360   105,356.576   MT  0.99992453   -0 20 09.1
 JU4492;SPC NJ       -   418,097.46    345,657.37   sFT  0.99992453   -0 20 09.1
 JU4492;SPC PA S     -    75,410.989   832,924.129   MT  0.99999302   +1 46 10.0
 JU4492;SPC PA S     -   247,410.89  2,732,685.25   sFT  0.99999302   +1 46 10.0
 JU4492;UTM  18      - 4,425,549.238   498,062.314   MT  0.99960005   -0 00 52.5
 JU4492
 JU4492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4492!SPC NJ       -   1.00000265  x   0.99992453  =   0.99992718
 JU4492!SPC PA S     -   1.00000265  x   0.99999302  =   0.99999567
 JU4492!UTM  18      -   1.00000265  x   0.99960005  =   0.99960270
 JU4492
 JU4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9806225549(NAD 83)
 JU4492
 JU4492                          SUPERSEDED SURVEY CONTROL
 JU4492
 JU4492  NAD 83(2007)-  39 58 48.37580(N)    075 01 21.69784(W) AD(2002.00) 0
 JU4492  ELLIP H (02/10/07)  -16.885  (m)                       GP(2002.00)    
 JU4492  ELLIP H (10/23/02)  -16.822  (m)                       GP(       ) 4 1
 JU4492  NAD 83(1996)-  39 58 48.37570(N)    075 01 21.69784(W) AD(       ) 1
 JU4492  ELLIP H (05/14/99)  -16.841  (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)  -16.869  (m)                       GP(       ) 4 1
 JU4492
 JU4492.Superseded values are not recommended for survey control.
 JU4492
 JU4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4492.See file dsdata.pdf to determine how the superseded data were derived.
 JU4492
 JU4492_MARKER: DD = SURVEY DISK
 JU4492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - February 16, 2007
 JU4492
 JU4492  HISTORY     - Date     Condition        Report By
 JU4492  HISTORY     - 1990     MONUMENTED       ADRGS
 JU4492  HISTORY     - 19930601 GOOD             ADRGS
 JU4492  HISTORY     - 20060828 GOOD             NJDT
 JU4492  HISTORY     - 20070216 GOOD             UE
 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.
 JU4492
 JU4492                          STATION RECOVERY (2006)
 JU4492
 JU4492'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (JFL)
 JU4492'RECOVERED AS DESCRIBED
 JU4492
 JU4492                          STATION RECOVERY (2007)
 JU4492
 JU4492'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU4492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1512 ***********************************************************************
 DP1512  DESIGNATION -  AG 26
 DP1512  PID         -  DP1512
 DP1512  STATE/COUNTY-  NJ/CAPE MAY
 DP1512  COUNTRY     -  US
 DP1512  USGS QUAD   -  AVALON (2019)
 DP1512
 DP1512                         *CURRENT SURVEY CONTROL
 DP1512  ______________________________________________________________________
 DP1512* NAD 83(1986) POSITION- 39 04 49.65   (N) 074 44 09.81   (W)   HD_HELD1
 DP1512* NAVD 88 ORTHO HEIGHT -     1.734 (meters)        5.69  (feet) ADJUSTED
 DP1512  ______________________________________________________________________
 DP1512  GEOID HEIGHT    -        -35.265 (meters)                     GEOID18
 DP1512  DYNAMIC HEIGHT  -          1.733 (meters)        5.69  (feet) COMP
 DP1512  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 DP1512
 DP1512  VERT ORDER      -  FIRST     CLASS II
 DP1512
 DP1512.The horizontal coordinates were determined by differentially corrected
 DP1512.hand held GPS observations or other comparable positioning techniques
 DP1512.and have an estimated accuracy of +/- 3 meters.
 DP1512
 DP1512.The orthometric height was determined by differential leveling and
 DP1512.adjusted by the NATIONAL GEODETIC SURVEY
 DP1512.in August 2014.
 DP1512
 DP1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1512.GEOID18 height accuracy estimate available here.
 DP1512
 DP1512.Click photographs - Photos may exist for this station.
 DP1512
 DP1512.The dynamic height is computed by dividing the NAVD 88
 DP1512.geopotential number by the normal gravity value computed on the
 DP1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1512.degrees latitude (g = 980.6199 gals.).
 DP1512
 DP1512.The modeled gravity was interpolated from observed gravity values.
 DP1512
 DP1512;                    North         East    Units  Estimated Accuracy
 DP1512;SPC NJ       -    27,458.3     129,576.3     MT  (+/- 3 meters HH1 GPS) 
 DP1512
 DP1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2282925738(NAD 83)
 DP1512
 DP1512                          SUPERSEDED SURVEY CONTROL
 DP1512
 DP1512.No superseded survey control is available for this station.
 DP1512
 DP1512_MARKER: DD = SURVEY DISK
 DP1512_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP1512_SP_SET: GUTTER
 DP1512_STAMPING: AG-26
 DP1512_MARK LOGO: CMMUA
 DP1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1512+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1512
 DP1512  HISTORY     - Date     Condition        Report By
 DP1512  HISTORY     - 1975     MONUMENTED       CMMUA
 DP1512  HISTORY     - 20120523 GOOD             NJGS
 DP1512
 DP1512                          STATION DESCRIPTION
 DP1512
 DP1512'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1512'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF SEA
 DP1512'ISLE CITY, 2.4 MI (3.9 KM) NORTH-NORTHEAST OF STONE HARBOR AND 1.7 MI
 DP1512'(2.7 KM) SOUTHWEST OF AVALON.
 DP1512'
 DP1512'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE JUNCTION OF 54TH
 DP1512'STREET AND DUNE DRIVE, SET FLUSH IN A CURVED CONCRETE GUTTER FOR A
 DP1512'HANDICAP RAMP.
 DP1512'
 DP1512'THE STATION IS SET IN THE CONCRETE GUTTER LINE AT THE HANDICAPPED
 DP1512'RAMP, 105 FT (32.0 M) SOUTHEAST OF POLE NUMBER BT22AV, 23.6 FT (7.2 M)
 DP1512'SOUTHWEST OF THE CENTERLINE OF 54TH STREET, 28.4 FT (8.7 M) NORTHWEST
 DP1512'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF DUNE DRIVE, 42.4 FT (12.9
 DP1512'M) EAST OF THE EAST CORNER OF HOUSE NUMBER 5402 9.5 FT (2.9 M)
 DP1512'SOUTHEAST FROM A METAL POLE WITH STOP SIGN ATTACHED, 47.4 FT (14.4 M)
 DP1512'SOUTHWEST FROM A METAL POLE WITH STREET SIGN ATTACHED, 63.5 FT (19.4
 DP1512'M) NORTHEAST FROM A METAL POLE WITH SPEED LIMIT 25 SIGN ATTACHED ON
 DP1512'THE SOUTHWEST SIDE OF DUNE DRIVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1511 ***********************************************************************
 DP1511  DESIGNATION -  AG 27
 DP1511  PID         -  DP1511
 DP1511  STATE/COUNTY-  NJ/CAPE MAY
 DP1511  COUNTRY     -  US
 DP1511  USGS QUAD   -  AVALON (2019)
 DP1511
 DP1511                         *CURRENT SURVEY CONTROL
 DP1511  ______________________________________________________________________
 DP1511* NAD 83(1986) POSITION- 39 04 57.02   (N) 074 44 03.68   (W)   HD_HELD1
 DP1511* NAVD 88 ORTHO HEIGHT -     2.138 (meters)        7.01  (feet) ADJUSTED
 DP1511  ______________________________________________________________________
 DP1511  GEOID HEIGHT    -        -35.259 (meters)                     GEOID18
 DP1511  DYNAMIC HEIGHT  -          2.136 (meters)        7.01  (feet) COMP
 DP1511  MODELED GRAVITY -    980,063.4   (mgal)                       NAVD 88
 DP1511
 DP1511  VERT ORDER      -  FIRST     CLASS II
 DP1511
 DP1511.The horizontal coordinates were determined by differentially corrected
 DP1511.hand held GPS observations or other comparable positioning techniques
 DP1511.and have an estimated accuracy of +/- 3 meters.
 DP1511
 DP1511.The orthometric height was determined by differential leveling and
 DP1511.adjusted by the NATIONAL GEODETIC SURVEY
 DP1511.in August 2014.
 DP1511
 DP1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1511.GEOID18 height accuracy estimate available here.
 DP1511
 DP1511.Click photographs - Photos may exist for this station.
 DP1511
 DP1511.The dynamic height is computed by dividing the NAVD 88
 DP1511.geopotential number by the normal gravity value computed on the
 DP1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1511.degrees latitude (g = 980.6199 gals.).
 DP1511
 DP1511.The modeled gravity was interpolated from observed gravity values.
 DP1511
 DP1511;                    North         East    Units  Estimated Accuracy
 DP1511;SPC NJ       -    27,685.2     129,724.2     MT  (+/- 3 meters HH1 GPS) 
 DP1511
 DP1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2297525965(NAD 83)
 DP1511
 DP1511                          SUPERSEDED SURVEY CONTROL
 DP1511
 DP1511.No superseded survey control is available for this station.
 DP1511
 DP1511_STAMPING: AG-27
 DP1511_MARK LOGO: CMMUA
 DP1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1511+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1511
 DP1511  HISTORY     - Date     Condition        Report By
 DP1511  HISTORY     - 1975     MONUMENTED       CMMUA
 DP1511  HISTORY     - 20120523 GOOD             NJGS
 DP1511  HISTORY     - 20190902 MARK NOT FOUND   PROFLN
 DP1511
 DP1511                          STATION DESCRIPTION
 DP1511
 DP1511'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1511'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF SEA
 DP1511'ISLE CITY, 2.5 MI (4.0 KM) NORTH-NORTHEAST OF STONE HARBOR AND 1.6 MI
 DP1511'(2.6 KM) SOUTHWEST OF AVALON.
 DP1511'
 DP1511'THE STATION IS ON THE NORTHWEST CORNER OF THE T-JUNCTION OF 51ST
 DP1511'STREET AND DUNE DRIVE, SET FLUSH IN THE CENTER OF A CONCRETE SIDEWALK
 DP1511'ON THE NORTHWEST SIDE OF DUNE DRIVE IN FRONT OF HOUSE NUMBER 5088.
 DP1511'
 DP1511'THE STATION IS 5.3 FT (1.6 M) NORTH-NORTHEAST OF THE NORTHEAST CURB OF
 DP1511'51ST STREET, 26.2 FT (8.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF 51ST
 DP1511'STREET, 5.8 FT (1.8 M) NORTHWEST OF THE NORTHWEST CURB OF DUNE DRIVE,
 DP1511'8.8 FT (2.7 M) EAST OF A FIRE HYDRANT, 41 FT (12.5 M) SOUTHEAST OF THE
 DP1511'SOUTH CORNER OF HOUSE NUMBER 5088.
 DP1511
 DP1511                          STATION RECOVERY (2019)
 DP1511
 DP1511'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1511'LOST TO NEW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1509 ***********************************************************************
 DP1509  DESIGNATION -  AG 32
 DP1509  PID         -  DP1509
 DP1509  STATE/COUNTY-  NJ/CAPE MAY
 DP1509  COUNTRY     -  US
 DP1509  USGS QUAD   -  AVALON (2019)
 DP1509
 DP1509                         *CURRENT SURVEY CONTROL
 DP1509  ______________________________________________________________________
 DP1509* NAD 83(1986) POSITION- 39 05 30.66   (N) 074 43 33.64   (W)   HD_HELD1
 DP1509* NAVD 88 ORTHO HEIGHT -     1.860 (meters)        6.10  (feet) ADJUSTED
 DP1509  ______________________________________________________________________
 DP1509  GEOID HEIGHT    -        -35.233 (meters)                     GEOID18
 DP1509  DYNAMIC HEIGHT  -          1.859 (meters)        6.10  (feet) COMP
 DP1509  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 DP1509
 DP1509  VERT ORDER      -  FIRST     CLASS II
 DP1509
 DP1509.The horizontal coordinates were determined by differentially corrected
 DP1509.hand held GPS observations or other comparable positioning techniques
 DP1509.and have an estimated accuracy of +/- 3 meters.
 DP1509
 DP1509.The orthometric height was determined by differential leveling and
 DP1509.adjusted by the NATIONAL GEODETIC SURVEY
 DP1509.in August 2014.
 DP1509
 DP1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1509.GEOID18 height accuracy estimate available here.
 DP1509
 DP1509.Click photographs - Photos may exist for this station.
 DP1509
 DP1509.The dynamic height is computed by dividing the NAVD 88
 DP1509.geopotential number by the normal gravity value computed on the
 DP1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1509.degrees latitude (g = 980.6199 gals.).
 DP1509
 DP1509.The modeled gravity was interpolated from observed gravity values.
 DP1509
 DP1509;                    North         East    Units  Estimated Accuracy
 DP1509;SPC NJ       -    28,720.6     130,448.8     MT  (+/- 3 meters HH1 GPS) 
 DP1509
 DP1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2369427005(NAD 83)
 DP1509
 DP1509                          SUPERSEDED SURVEY CONTROL
 DP1509
 DP1509.No superseded survey control is available for this station.
 DP1509
 DP1509_MARKER: DD = SURVEY DISK
 DP1509_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP1509_SP_SET: SIDEWALK
 DP1509_STAMPING: AG-32
 DP1509_MARK LOGO: CMMUA
 DP1509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1509+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 DP1509
 DP1509  HISTORY     - Date     Condition        Report By
 DP1509  HISTORY     - 1975     MONUMENTED       CMMUA
 DP1509  HISTORY     - 20120522 GOOD             NJGS
 DP1509
 DP1509                          STATION DESCRIPTION
 DP1509
 DP1509'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP1509'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF SEA
 DP1509'ISLE CITY, 3.3 MI (5.3 KM) NORTH-NORTHEAST OF STONE HARBOR AND 0.8 MI
 DP1509'(1.3 KM) SOUTHWEST OF AVALON.
 DP1509'
 DP1509'THE STATION IS ON THE SOUTH CORNER OF THE INTERSECTION OF DUNE DRIVE
 DP1509'AND 36TH STREET, SET FLUSH IN THE CENTER OF A CONCRETE SIDEWALK ON THE
 DP1509'SOUTHEAST SIDE OF DUNE DRIVE.
 DP1509'
 DP1509'THE STATION IS 5.1 FT (1.6 M) SOUTHEAST FROM A METAL POLE WITH STREET
 DP1509'SIGNS ATTACHED, 29.0 FT (8.8 M) SOUTHWEST FROM THE CENTERLINE OF 36TH
 DP1509'STREET, 5.7 FT (1.7 M) SOUTHEAST FROM THE SOUTHEAST CURB OF DUNE DRIVE
 DP1509'AND 56.9 FT (17.3 M) SOUTHWEST FROM WOOD UTILITY POLE NUMBER W6697 ON
 DP1509'THE EAST CORNER OF THE INTERSECTION OF DUNE DRIVE AND 36TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5704 ***********************************************************************
 KV5704  DESIGNATION -  AIRWAY BEACON 69
 KV5704  PID         -  KV5704
 KV5704  STATE/COUNTY-  NJ/BURLINGTON
 KV5704  COUNTRY     -  US
 KV5704  USGS QUAD   -  BEVERLY (2016)
 KV5704
 KV5704                         *CURRENT SURVEY CONTROL
 KV5704  ______________________________________________________________________
 KV5704* NAD 83(1996) POSITION- 40 00 52.37167(N) 074 59 10.90736(W)   ADJUSTED
 KV5704  ______________________________________________________________________
 KV5704  GEOID HEIGHT    -        -32.879 (meters)                     GEOID18
 KV5704  LAPLACE CORR    -          2.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5704.GEOID18 height accuracy estimate available here.
 KV5704
 KV5704.Click photographs - Photos may exist for this station.
 KV5704
 KV5704.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5704
 KV5704. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0116329371(NAD 83)
 KV5704
 KV5704                          SUPERSEDED SURVEY CONTROL
 KV5704
 KV5704  NAD 83(1986)-  40 00 52.36821(N)    074 59 10.91133(W) AD(       ) 3
 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
 KV5704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5704.See file dsdata.pdf to determine how the superseded data were derived.
 KV5704
 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 = JULY 24, 2026 22:12:30 EDT
 KV5504 ***********************************************************************
 KV5504  DESIGNATION -  AIRWAY BEACON 72 A
 KV5504  PID         -  KV5504
 KV5504  STATE/COUNTY-  NJ/MERCER
 KV5504  COUNTRY     -  US
 KV5504  USGS QUAD   -  PRINCETON (2019)
 KV5504
 KV5504                         *CURRENT SURVEY CONTROL
 KV5504  ______________________________________________________________________
 KV5504* NAD 83(1996) POSITION- 40 17 16.78518(N) 074 40 12.42551(W)   ADJUSTED
 KV5504  ______________________________________________________________________
 KV5504  GEOID HEIGHT    -        -33.154 (meters)                     GEOID18
 KV5504  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5504.GEOID18 height accuracy estimate available here.
 KV5504
 KV5504.Click photographs - Photos may exist for this station.
 KV5504
 KV5504.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5504
 KV5504. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2803959774(NAD 83)
 KV5504
 KV5504                          SUPERSEDED SURVEY CONTROL
 KV5504
 KV5504  NAD 83(1986)-  40 17 16.78326(N)    074 40 12.42657(W) AD(       ) 3
 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
 KV5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5504.See file dsdata.pdf to determine how the superseded data were derived.
 KV5504
 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 = JULY 24, 2026 22:12:30 EDT
 KV4821 ***********************************************************************
 KV4821  DESIGNATION -  AIRWAY BEACON 74
 KV4821  PID         -  KV4821
 KV4821  STATE/COUNTY-  NJ/MIDDLESEX
 KV4821  COUNTRY     -  US
 KV4821  USGS QUAD   -  PERTH AMBOY (2016)
 KV4821
 KV4821                         *CURRENT SURVEY CONTROL
 KV4821  ______________________________________________________________________
 KV4821* NAD 83(1996) POSITION- 40 32 49.52424(N) 074 21 02.52636(W)   ADJUSTED
 KV4821  ______________________________________________________________________
 KV4821  GEOID HEIGHT    -        -32.723 (meters)                     GEOID18
 KV4821  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4821.GEOID18 height accuracy estimate available here.
 KV4821
 KV4821.Click photographs - Photos may exist for this station.
 KV4821
 KV4821.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4821
 KV4821. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5497988684(NAD 83)
 KV4821
 KV4821                          SUPERSEDED SURVEY CONTROL
 KV4821
 KV4821  NAD 83(1996)-  40 32 49.52460(N)    074 21 02.52682(W) AD(       ) 3
 KV4821  NAD 83(1986)-  40 32 49.52679(N)    074 21 02.52696(W) AD(       ) 3
 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
 KV4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4821.See file dsdata.pdf to determine how the superseded data were derived.
 KV4821
 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 = JULY 24, 2026 22:12:30 EDT
 KV3577 ***********************************************************************
 KV3577  DESIGNATION -  AIRWAY BN 67B NE OF PORTER
 KV3577  PID         -  KV3577
 KV3577  STATE/COUNTY-  NJ/HUNTERDON
 KV3577  COUNTRY     -  US
 KV3577  USGS QUAD   -  BLOOMSBURY (2019)
 KV3577
 KV3577                         *CURRENT SURVEY CONTROL
 KV3577  ______________________________________________________________________
 KV3577* NAD 83(1996) POSITION- 40 38 52.35759(N) 075 01 38.31216(W)   ADJUSTED
 KV3577  ______________________________________________________________________
 KV3577  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 KV3577  LAPLACE CORR    -          3.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3577.GEOID18 height accuracy estimate available here.
 KV3577
 KV3577.Click photographs - Photos may exist for this station.
 KV3577
 KV3577.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3577
 KV3577. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9769199669(NAD 83)
 KV3577
 KV3577                          SUPERSEDED SURVEY CONTROL
 KV3577
 KV3577  NAD 83(1986)-  40 38 52.35549(N)    075 01 38.31562(W) AD(       ) 3
 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
 KV3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3577.See file dsdata.pdf to determine how the superseded data were derived.
 KV3577
 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 = JULY 24, 2026 22:12:30 EDT
 KV5503 ***********************************************************************
 KV5503  DESIGNATION -  AIRWAY BN 72 E OF MT ROSE
 KV5503  PID         -  KV5503
 KV5503  STATE/COUNTY-  NJ/MERCER
 KV5503  COUNTRY     -  US
 KV5503  USGS QUAD   -  PRINCETON (2019)
 KV5503
 KV5503                         *CURRENT SURVEY CONTROL
 KV5503  ______________________________________________________________________
 KV5503* NAD 83(1996) POSITION- 40 22 25.82863(N) 074 41 03.36226(W)   ADJUSTED
 KV5503  ______________________________________________________________________
 KV5503  GEOID HEIGHT    -        -33.396 (meters)                     GEOID18
 KV5503  LAPLACE CORR    -          4.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5503.GEOID18 height accuracy estimate available here.
 KV5503
 KV5503.Click photographs - Photos may exist for this station.
 KV5503
 KV5503.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5503
 KV5503. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2680369299(NAD 83)
 KV5503
 KV5503                          SUPERSEDED SURVEY CONTROL
 KV5503
 KV5503  NAD 83(1986)-  40 22 25.82706(N)    074 41 03.36316(W) AD(       ) 3
 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
 KV5503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5503.See file dsdata.pdf to determine how the superseded data were derived.
 KV5503
 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 = JULY 24, 2026 22:12:30 EDT
 AA9231 ***********************************************************************
 AA9231  SACS        -  This is a Secondary Airport Control Station.
 AA9231  DESIGNATION -  AIY D
 AA9231  PID         -  AA9231
 AA9231  STATE/COUNTY-  NJ/ATLANTIC
 AA9231  COUNTRY     -  US
 AA9231  USGS QUAD   -  ATLANTIC CITY (2019)
 AA9231
 AA9231                         *CURRENT SURVEY CONTROL
 AA9231  ______________________________________________________________________
 AA9231* NAD 83(2011) POSITION- 39 21 45.15130(N) 074 27 26.13776(W)   ADJUSTED
 AA9231* NAD 83(2011) ELLIP HT-   -32.590 (meters)        (06/27/12)   ADJUSTED
 AA9231* NAD 83(2011) EPOCH   -  2010.00
 AA9231* NAVD 88 ORTHO HEIGHT -     1.799 (meters)        5.90  (feet) ADJUSTED
 AA9231  ______________________________________________________________________
 AA9231  GEOID HEIGHT    -        -34.389 (meters)                     GEOID18
 AA9231  NAD 83(2011) X  -  1,323,138.432 (meters)                     COMP
 AA9231  NAD 83(2011) Y  - -4,757,299.914 (meters)                     COMP
 AA9231  NAD 83(2011) Z  -  4,023,495.380 (meters)                     COMP
 AA9231  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AA9231  DYNAMIC HEIGHT  -          1.798 (meters)        5.90  (feet) COMP
 AA9231  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 AA9231
 AA9231  VERT ORDER      -  FIRST     CLASS II
 AA9231
 AA9231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9231  Standards:
 AA9231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9231  -------------------------------------------------------------------
 AA9231  NETWORK    0.42   0.69           0.19   0.15   0.35      0.02864474
 AA9231  -------------------------------------------------------------------
 AA9231  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9231
 AA9231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9231.been affixed to the stable North American tectonic plate. See 
 AA9231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9231
 AA9231.The horizontal coordinates are valid at the epoch date displayed above
 AA9231.which is a decimal equivalence of Year/Month/Day.
 AA9231
 AA9231.The orthometric height was determined by differential leveling and
 AA9231.adjusted by the NATIONAL GEODETIC SURVEY
 AA9231.in August 2018.
 AA9231
 AA9231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9231.GEOID18 height accuracy estimate available here.
 AA9231
 AA9231.Click photographs - Photos may exist for this station.
 AA9231
 AA9231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9231
 AA9231.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9231
 AA9231.The ellipsoidal height was determined by GPS observations
 AA9231.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA9231
 AA9231;                    North         East     Units Scale Factor Converg.
 AA9231;SPC NJ       -    58,746.344   153,683.034   MT  0.99990017   +0 01 37.6
 AA9231;SPC NJ       -   192,736.96    504,208.42   sFT  0.99990017   +0 01 37.6
 AA9231;UTM  18      - 4,357,149.968   546,756.128   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4675657149(NAD 83)
 AA9231
 AA9231|---------------------------------------------------------------------|
 AA9231| PID    Reference Object                     Distance      Geod. Az  |
 AA9231|                                                           dddmmss.s |
 AA9231| AA9230 ARP AIY                             261.966 METERS 17556     |
 AA9231|---------------------------------------------------------------------|
 AA9231
 AA9231                          SUPERSEDED SURVEY CONTROL
 AA9231
 AA9231  NAD 83(2007)-  39 21 45.15183(N)    074 27 26.13858(W) AD(2002.00) 0
 AA9231  ELLIP H (02/10/07)  -32.582  (m)                       GP(2002.00)    
 AA9231  ELLIP H (09/23/02)  -32.563  (m)                       GP(       ) 4 2
 AA9231  NAD 83(1992)-  39 21 45.15172(N)    074 27 26.13830(W) AD(       ) 1
 AA9231  ELLIP H (04/02/98)  -32.598  (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)  -32.528  (m)                       GP(       ) 4 2
 AA9231  NAVD 88 (03/01/01)    1.805  (m)            5.92   (f) SUPERSEDED  2 1
 AA9231  NAVD 88 (04/02/98)    1.76   (m)  GEOID96  model used  GPS OBS        
 AA9231  NAVD 88 (11/30/95)    1.70   (m)  GEOID93  model used  GPS OBS        
 AA9231
 AA9231.Superseded values are not recommended for survey control.
 AA9231
 AA9231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9231.See file dsdata.pdf to determine how the superseded data were derived.
 AA9231
 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 20, 2017
 AA9231
 AA9231  HISTORY     - Date     Condition        Report By
 AA9231  HISTORY     - 1994     MONUMENTED       NGS
 AA9231  HISTORY     - 19960912 GOOD             NJGS
 AA9231  HISTORY     - 19980727 GOOD             NGS
 AA9231  HISTORY     - 20170720 GOOD             NJGS
 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.
 AA9231
 AA9231                          STATION RECOVERY (2017)
 AA9231
 AA9231'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AA9231'RECOVERED IN GOOD CONDITION.
 AA9231'
 AA9231'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) WEST-SOUTHWEST
 AA9231'OF BRIGANTINE, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF PLEASANTVILLE IN
 AA9231'ATLANTIC CITY.
 AA9231'
 AA9231'THE STATION IS LOCATED IN THE OLD ATLANTIC CITY MUNICIPAL AIRPORT
 AA9231'(BADER FIELD), NEAR THE NORTH END OF THE COMPLEX, ABOUT 190 FT (57.9
 AA9231'M) SOUTH OF THE WATERLINE OF BEACH THOROFARE.
 AA9231'
 AA9231'TO REACH FROM THE CENTER OF THE U.S. HIGHWAY 40/322 BRIDGE SPANNING
 AA9231'INSIDE THOROFARE, GO ABOUT 0.3 MI (0.5 KM) NORTH-NORTHWEST ON U.S.
 AA9231'HIGHWAY 40/322 TO THE ENTRANCE TO THE SPORTS COMPLEX ACCESS ROAD,
 AA9231'OPPOSITE FILBERT AVENUE.  TURN RIGHT AND GO ABOUT 0.15 MI (0.24 KM)
 AA9231'NORTHEAST ON THE ACCESS ROAD BETWEEN THE BASEBALL STADIUM AND ICE
 AA9231'SKATING CENTER TO THE ENTRANCE GATE TO THE AIRFIELD, ONCE THOROUGH THE
 AA9231'GATE TURN LEFT AND GO 0.15 MI (0.24 KM) NORTHWEST ALONG THE OLD
 AA9231'TIE-DOWN AREA TO A TAXIWAY.  TURN RIGHT AND GO 0.1 MI (0.2 KM)
 AA9231'NORTHEAST ACROSS ANOTHER TAXIWAY AND THE RUNWAY TO THE EDGE OF THE
 AA9231'RUNWAY, GO NORTH-NORTHWEST FOR 0.1 MI (0.2 KM) STRAIGHT AHEAD ACROSS
 AA9231'THE GRASS AREA TO THE STATION AHEAD.
 AA9231'
 AA9231'THE STATION IS SET IN THE SOUTHEAST CORNER OF A CONCRETE BASE FOR A
 AA9231'REMOVED TOWER, ABOUT 80 FT (24.4 M) SOUTH-SOUTHWEST OF A PERIMITER
 AA9231'ROAD ALONG THE OLD FENCE LINE AND 3 FT (0.9 M) NORTHWEST OF A WITNESS
 AA9231'POST IN A BUSH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2741 ***********************************************************************
 JU2741  DESIGNATION -  AKIMBO
 JU2741  PID         -  JU2741
 JU2741  STATE/COUNTY-  NJ/ATLANTIC
 JU2741  COUNTRY     -  US
 JU2741  USGS QUAD   -  NEW GRETNA (2019)
 JU2741
 JU2741                         *CURRENT SURVEY CONTROL
 JU2741  ______________________________________________________________________
 JU2741* NAD 83(1996) POSITION- 39 33 12.86899(N) 074 26 03.09401(W)   ADJUSTED
 JU2741* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2741  ______________________________________________________________________
 JU2741  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 JU2741  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2741.GEOID18 height accuracy estimate available here.
 JU2741
 JU2741.Click photographs - Photos may exist for this station.
 JU2741
 JU2741.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2741
 JU2741. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4861078363(NAD 83)
 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
 JU2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2741.See file dsdata.pdf to determine how the superseded data were derived.
 JU2741
 JU2741_MARKER: DS = TRIANGULATION STATION DISK
 JU2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2741_STAMPING: AKIMBO 1935
 JU2741_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV4225 ***********************************************************************
 KV4225  DESIGNATION -  ALCOHOL 1931
 KV4225  PID         -  KV4225
 KV4225  STATE/COUNTY-  NJ/ESSEX
 KV4225  COUNTRY     -  US
 KV4225  USGS QUAD   -  JERSEY CITY (2019)
 KV4225
 KV4225                         *CURRENT SURVEY CONTROL
 KV4225  ______________________________________________________________________
 KV4225* NAD 83(1996) POSITION- 40 43 08.87541(N) 074 07 28.28768(W)   ADJUSTED
 KV4225* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4225  ______________________________________________________________________
 KV4225  GEOID HEIGHT    -        -32.184 (meters)                     GEOID18
 KV4225  LAPLACE CORR    -          6.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4225.GEOID18 height accuracy estimate available here.
 KV4225
 KV4225.Click photographs - Photos may exist for this station.
 KV4225
 KV4225.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4225
 KV4225. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000495  x   0.99991238  =   0.99991733
 KV4225!SPC NY L     -   1.00000495  x   0.99999750  =   1.00000245
 KV4225!UTM  18      -   1.00000495  x   0.99966729  =   0.99967223
 KV4225
 KV4225:                Primary Azimuth Mark                     Grid Az
 KV4225:SPC NJ       -  ST PAULS SPIRE                           133 28 30.7
 KV4225:SPC NY L     -  ST PAULS SPIRE                           133 48 05.7
 KV4225:UTM  18      -  ST PAULS SPIRE                           133 08 56.4
 KV4225
 KV4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7394007947(NAD 83)
 KV4225
 KV4225|---------------------------------------------------------------------|
 KV4225| PID    Reference Object                     Distance      Geod. Az  |
 KV4225|                                                           dddmmss.s |
 KV4225| KV4313 JERSEY CITY SPIRE WEATHER VANE      APPROX. 4.4 KM 0943202.8 |
 KV4225| KV4302 JERSEY CITY MUTUAL CHEM CHIM        APPROX. 2.5 KM 1083803.8 |
 KV4225| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 3.3 KM 1252929.8 |
 KV4225| KV4320 ST PAULS SPIRE                      APPROX. 3.6 KM 1334312.5 |
 KV4225| KV4226 BAYONNE WHOM NORTH RADIO MAST       APPROX. 3.7 KM 1462124.7 |
 KV4225| KV4227 BAYONNE WHOM SOUTH RADIO MAST       APPROX. 3.8 KM 1462533.2 |
 KV4225| KV4780 NEWARK AIRPORT AERO BEACON          APPROX. 3.4 KM 2435652.7 |
 KV4225| KV4778 NEWARK GENERAL LEATHER CHIMNEY      APPROX. 5.9 KM 2553825.6 |
 KV4225| KV4774 NEWARK KREBS PIGMENT CHIM           APPROX. 4.4 KM 2644402.7 |
 KV4225| KV4773 NEWARK MERCHANTS REFRIG TANK        APPROX. 4.2 KM 2645529.6 |
 KV4225| KV4769 NEWARK MURPHY AND CO CHIMNEY        APPROX. 3.8 KM 2784839.4 |
 KV4225| KV4746 NEWARK CELLULOID CO W CHIM          APPROX. 2.5 KM 2972137.3 |
 KV4225| KV4749 NEWARK CELLULOID CO E CHIM          APPROX. 2.5 KM 2972755.8 |
 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
 KV4225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4225.See file dsdata.pdf to determine how the superseded data were derived.
 KV4225
 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  HISTORY     - 20070202 GOOD             INDIV
 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.
 KV4225
 KV4225                          STATION RECOVERY (2007)
 KV4225
 KV4225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BKB)
 KV4225'RECOVERED MARK  BY BRIAN BLOODGOOD
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3106 ***********************************************************************
 KV3106  DESIGNATION -  ALEXANDER
 KV3106  PID         -  KV3106
 KV3106  STATE/COUNTY-  NJ/MONMOUTH
 KV3106  COUNTRY     -  US
 KV3106  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV3106
 KV3106                         *CURRENT SURVEY CONTROL
 KV3106  ______________________________________________________________________
 KV3106* NAD 83(1996) POSITION- 40 28 16.46409(N) 074 00 15.66077(W)   ADJUSTED
 KV3106* NAVD 88 ORTHO HEIGHT -     8.640 (meters)       28.35  (feet) POSTED
 KV3106  ______________________________________________________________________
 KV3106  GEOID HEIGHT    -        -32.440 (meters)                     GEOID18
 KV3106  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 KV3106  DYNAMIC HEIGHT  -          8.64  (meters)       28.3   (feet) COMP
 KV3106  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 KV3106
 KV3106  HORZ ORDER      -  SECOND
 KV3106  VERT ORDER      -  * POSTED, 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
 KV3106.* This is a POSTED BENCH MARK height.
 KV3106
 KV3106.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3106.GEOID18 height accuracy estimate available here.
 KV3106
 KV3106.Click photographs - Photos may exist for this station.
 KV3106
 KV3106.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8440180538(NAD 83)
 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                        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
 KV3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3106.See file dsdata.pdf to determine how the superseded data were derived.
 KV3106
 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 = JULY 24, 2026 22:12:30 EDT
 KV3107 ***********************************************************************
 KV3107  DESIGNATION -  ALEXANDER BC
 KV3107  PID         -  KV3107
 KV3107  STATE/COUNTY-  NJ/MONMOUTH
 KV3107  COUNTRY     -  US
 KV3107  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV3107
 KV3107                         *CURRENT SURVEY CONTROL
 KV3107  ______________________________________________________________________
 KV3107* NAD 83(1996) POSITION- 40 28 15.78077(N) 074 00 16.31278(W)   ADJUSTED
 KV3107* NAVD 88 ORTHO HEIGHT -    10.054 (meters)       32.99  (feet) POSTED
 KV3107  ______________________________________________________________________
 KV3107  GEOID HEIGHT    -        -32.440 (meters)                     GEOID18
 KV3107  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 KV3107  DYNAMIC HEIGHT  -         10.05  (meters)       33.0   (feet) COMP
 KV3107  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 KV3107
 KV3107  HORZ ORDER      -  SECOND
 KV3107  VERT ORDER      -  * POSTED, 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
 KV3107.* This is a POSTED BENCH MARK height.
 KV3107
 KV3107.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3107.GEOID18 height accuracy estimate available here.
 KV3107
 KV3107.Click photographs - Photos may exist for this station.
 KV3107
 KV3107.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992523
 KV3107!UTM  18      -   1.00000351  x   0.99968765  =   0.99969116
 KV3107
 KV3107:                Primary Azimuth Mark                     Grid Az
 KV3107:SPC NJ       -  SIMPSON                                  227 36 01.2
 KV3107:UTM  18      -  SIMPSON                                  227 16 32.7
 KV3107
 KV3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8438680517(NAD 83)
 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                        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
 KV3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3107.See file dsdata.pdf to determine how the superseded data were derived.
 KV3107
 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 = JULY 24, 2026 22:12:30 EDT
 KV5852 ***********************************************************************
 KV5852  DESIGNATION -  ALEXANDRIA 1
 KV5852  PID         -  KV5852
 KV5852  STATE/COUNTY-  NJ/HUNTERDON
 KV5852  COUNTRY     -  US
 KV5852  USGS QUAD   -  FRENCHTOWN (2019)
 KV5852
 KV5852                         *CURRENT SURVEY CONTROL
 KV5852  ______________________________________________________________________
 KV5852* NAD 83(2011) POSITION- 40 35 15.09273(N) 075 01 17.67095(W)   ADJUSTED
 KV5852* NAD 83(2011) ELLIP HT-   107.258 (meters)        (06/27/12)   ADJUSTED
 KV5852* NAD 83(2011) EPOCH   -  2010.00
 KV5852* NAVD 88 ORTHO HEIGHT -   141.2   (meters)      463.    (feet) GPS OBS
 KV5852  ______________________________________________________________________
 KV5852  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5852  GEOID HEIGHT    -        -34.190 (meters)                     GEOID93
 KV5852  GEOID HEIGHT    -        -33.948 (meters)                     GEOID18
 KV5852  NAD 83(2011) X  -  1,253,662.938 (meters)                     COMP
 KV5852  NAD 83(2011) Y  - -4,685,790.982 (meters)                     COMP
 KV5852  NAD 83(2011) Z  -  4,127,815.467 (meters)                     COMP
 KV5852  LAPLACE CORR    -          3.69  (seconds)                    DEFLEC18
 KV5852
 KV5852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5852  Standards:
 KV5852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5852  -------------------------------------------------------------------
 KV5852  NETWORK    0.60   0.94           0.24   0.25   0.48     -0.04710030
 KV5852  -------------------------------------------------------------------
 KV5852  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5852
 KV5852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5852.been affixed to the stable North American tectonic plate. See 
 KV5852.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5852
 KV5852.The horizontal coordinates are valid at the epoch date displayed above
 KV5852.which is a decimal equivalence of Year/Month/Day.
 KV5852
 KV5852.The orthometric height was determined by GPS observations and a
 KV5852.high-resolution geoid model.
 KV5852
 KV5852.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5852.GEOID18 height accuracy estimate available here.
 KV5852
 KV5852.Click photographs - Photos may exist for this station.
 KV5852
 KV5852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5852
 KV5852.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5852
 KV5852.The ellipsoidal height was determined by GPS observations
 KV5852.and is referenced to NAD 83.
 KV5852
 KV5852. The following values were computed from the NAD 83(2011) position.
 KV5852
 KV5852;                    North         East     Units Scale Factor Converg.
 KV5852;SPC NJ       -   194,877.658   105,849.064   MT  0.99992399   -0 20 21.6
 KV5852;SPC NJ       -   639,361.12    347,273.14   sFT  0.99992399   -0 20 21.6
 KV5852;SPC PA S     -   142,827.757   830,936.166   MT  0.99996234   +1 46 12.7
 KV5852;SPC PA S     -   468,594.07  2,726,163.07   sFT  0.99996234   +1 46 12.7
 KV5852;UTM  18      - 4,492,970.374   498,174.223   MT  0.99960004   -0 00 50.5
 KV5852
 KV5852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5852!SPC NJ       -   0.99998317  x   0.99992399  =   0.99990717
 KV5852!SPC PA S     -   0.99998317  x   0.99996234  =   0.99994552
 KV5852!UTM  18      -   0.99998317  x   0.99960004  =   0.99958322
 KV5852
 KV5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9817492970(NAD 83)
 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  NAD 83(2007)-  40 35 15.09311(N)    075 01 17.67184(W) AD(2002.00) 0
 KV5852  ELLIP H (02/10/07)  107.279  (m)                       GP(2002.00)    
 KV5852  ELLIP H (10/23/02)  107.283  (m)                       GP(       ) 4 1
 KV5852  NAD 83(1996)-  40 35 15.09355(N)    075 01 17.67184(W) AD(       ) 1
 KV5852  ELLIP H (05/14/99)  107.294  (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)  RAPOU78  model used  GPS OBS        
 KV5852
 KV5852.Superseded values are not recommended for survey control.
 KV5852
 KV5852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5852.See file dsdata.pdf to determine how the superseded data were derived.
 KV5852
 KV5852_MARKER: I = METAL ROD
 KV5852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV5853 ***********************************************************************
 KV5853  DESIGNATION -  ALEXANDRIA 2
 KV5853  PID         -  KV5853
 KV5853  STATE/COUNTY-  NJ/HUNTERDON
 KV5853  COUNTRY     -  US
 KV5853  USGS QUAD   -  FRENCHTOWN (2019)
 KV5853
 KV5853                         *CURRENT SURVEY CONTROL
 KV5853  ______________________________________________________________________
 KV5853* NAD 83(2011) POSITION- 40 35 21.25639(N) 075 01 09.63998(W)   ADJUSTED
 KV5853* NAD 83(2011) ELLIP HT-   107.550 (meters)        (06/27/12)   ADJUSTED
 KV5853* NAD 83(2011) EPOCH   -  2010.00
 KV5853* NAVD 88 ORTHO HEIGHT -   141.5   (meters)      464.    (feet) GPS OBS
 KV5853  ______________________________________________________________________
 KV5853  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5853  GEOID HEIGHT    -        -34.190 (meters)                     GEOID93
 KV5853  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 KV5853  NAD 83(2011) X  -  1,253,813.461 (meters)                     COMP
 KV5853  NAD 83(2011) Y  - -4,685,622.884 (meters)                     COMP
 KV5853  NAD 83(2011) Z  -  4,127,960.041 (meters)                     COMP
 KV5853  LAPLACE CORR    -          3.68  (seconds)                    DEFLEC18
 KV5853
 KV5853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5853  Standards:
 KV5853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5853  -------------------------------------------------------------------
 KV5853  NETWORK    0.59   0.94           0.24   0.24   0.48     -0.04212050
 KV5853  -------------------------------------------------------------------
 KV5853  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5853
 KV5853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5853.been affixed to the stable North American tectonic plate. See 
 KV5853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5853
 KV5853.The horizontal coordinates are valid at the epoch date displayed above
 KV5853.which is a decimal equivalence of Year/Month/Day.
 KV5853
 KV5853.The orthometric height was determined by GPS observations and a
 KV5853.high-resolution geoid model.
 KV5853
 KV5853.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5853.GEOID18 height accuracy estimate available here.
 KV5853
 KV5853.Click photographs - Photos may exist for this station.
 KV5853
 KV5853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5853
 KV5853.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5853
 KV5853.The ellipsoidal height was determined by GPS observations
 KV5853.and is referenced to NAD 83.
 KV5853
 KV5853. The following values were computed from the NAD 83(2011) position.
 KV5853
 KV5853;                    North         East     Units Scale Factor Converg.
 KV5853;SPC NJ       -   195,066.649   106,039.024   MT  0.99992378   -0 20 16.5
 KV5853;SPC NJ       -   639,981.16    347,896.36   sFT  0.99992378   -0 20 16.5
 KV5853;SPC PA S     -   143,023.620   831,119.048   MT  0.99996242   +1 46 17.9
 KV5853;SPC PA S     -   469,236.66  2,726,763.08   sFT  0.99996242   +1 46 17.9
 KV5853;UTM  18      - 4,493,160.379   498,363.045   MT  0.99960003   -0 00 45.3
 KV5853
 KV5853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5853!SPC NJ       -   0.99998313  x   0.99992378  =   0.99990691
 KV5853!SPC PA S     -   0.99998313  x   0.99996242  =   0.99994555
 KV5853!UTM  18      -   0.99998313  x   0.99960003  =   0.99958317
 KV5853
 KV5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9836393160(NAD 83)
 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  NAD 83(2007)-  40 35 21.25677(N)    075 01 09.64088(W) AD(2002.00) 0
 KV5853  ELLIP H (02/10/07)  107.570  (m)                       GP(2002.00)    
 KV5853  ELLIP H (10/23/02)  107.575  (m)                       GP(       ) 4 1
 KV5853  NAD 83(1996)-  40 35 21.25722(N)    075 01 09.64087(W) AD(       ) 1
 KV5853  ELLIP H (05/14/99)  107.586  (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)  RAPOU78  model used  GPS OBS        
 KV5853
 KV5853.Superseded values are not recommended for survey control.
 KV5853
 KV5853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5853.See file dsdata.pdf to determine how the superseded data were derived.
 KV5853
 KV5853_MARKER: I = METAL ROD
 KV5853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV5294 ***********************************************************************
 KV5294  DESIGNATION -  ALLAIRE BOY SCOUT CAMP TANK
 KV5294  PID         -  KV5294
 KV5294  STATE/COUNTY-  NJ/MONMOUTH
 KV5294  COUNTRY     -  US
 KV5294  USGS QUAD   -  ASBURY PARK (2019)
 KV5294
 KV5294                         *CURRENT SURVEY CONTROL
 KV5294  ______________________________________________________________________
 KV5294* NAD 83(1996) POSITION- 40 09 53.19697(N) 074 07 29.71714(W)   ADJUSTED
 KV5294  ______________________________________________________________________
 KV5294  GEOID HEIGHT    -        -32.773 (meters)                     GEOID18
 KV5294  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5294.GEOID18 height accuracy estimate available here.
 KV5294
 KV5294.Click photographs - Photos may exist for this station.
 KV5294
 KV5294.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5294
 KV5294. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7451746413(NAD 83)
 KV5294
 KV5294                          SUPERSEDED SURVEY CONTROL
 KV5294
 KV5294  NAD 83(1986)-  40 09 53.18738(N)    074 07 29.71496(W) AD(       ) 3
 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
 KV5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5294.See file dsdata.pdf to determine how the superseded data were derived.
 KV5294
 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 = JULY 24, 2026 22:12:30 EDT
 KV5295 ***********************************************************************
 KV5295  DESIGNATION -  ALLEN
 KV5295  PID         -  KV5295
 KV5295  STATE/COUNTY-  NJ/MONMOUTH
 KV5295  COUNTRY     -  US
 KV5295  USGS QUAD   -  FARMINGDALE (2016)
 KV5295
 KV5295                         *CURRENT SURVEY CONTROL
 KV5295  ______________________________________________________________________
 KV5295* NAD 83(1996) POSITION- 40 08 18.43858(N) 074 07 43.49608(W)   ADJUSTED
 KV5295* NAVD 88 ORTHO HEIGHT -    37.    (meters)      121.    (feet) SCALED
 KV5295  ______________________________________________________________________
 KV5295  GEOID HEIGHT    -        -32.834 (meters)                     GEOID18
 KV5295  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5295.GEOID18 height accuracy estimate available here.
 KV5295
 KV5295.Click photographs - Photos may exist for this station.
 KV5295
 KV5295.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5295
 KV5295. The following values were computed from the NAD 83(1996) position.
 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       -  SCHENCK                                  032 00 37.9
 KV5295:UTM  18      -  SCHENCK                                  031 41 17.5
 KV5295
 KV5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7421943488(NAD 83)
 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
 KV5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5295.See file dsdata.pdf to determine how the superseded data were derived.
 KV5295
 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 = JULY 24, 2026 22:12:30 EDT
 KV5122 ***********************************************************************
 KV5122  DESIGNATION -  ALLENHURST TANK
 KV5122  PID         -  KV5122
 KV5122  STATE/COUNTY-  NJ/MONMOUTH
 KV5122  COUNTRY     -  US
 KV5122  USGS QUAD   -  ASBURY PARK (2019)
 KV5122
 KV5122                         *CURRENT SURVEY CONTROL
 KV5122  ______________________________________________________________________
 KV5122* NAD 83(1996) POSITION- 40 14 06.65991(N) 074 00 29.08464(W)   ADJUSTED
 KV5122  ______________________________________________________________________
 KV5122  GEOID HEIGHT    -        -32.811 (meters)                     GEOID18
 KV5122  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5122.GEOID18 height accuracy estimate available here.
 KV5122
 KV5122.Click photographs - Photos may exist for this station.
 KV5122
 KV5122.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5122
 KV5122. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8437954332(NAD 83)
 KV5122
 KV5122                          SUPERSEDED SURVEY CONTROL
 KV5122
 KV5122  NAD 83(1986)-  40 14 06.65938(N)    074 00 29.07997(W) AD(       ) 3
 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
 KV5122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5122.See file dsdata.pdf to determine how the superseded data were derived.
 KV5122
 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 = JULY 24, 2026 22:12:30 EDT
 KV5126 ***********************************************************************
 KV5126  DESIGNATION -  ALLENHURST WATER WORKS STACK
 KV5126  PID         -  KV5126
 KV5126  STATE/COUNTY-  NJ/MONMOUTH
 KV5126  COUNTRY     -  US
 KV5126  USGS QUAD   -  ASBURY PARK (2019)
 KV5126
 KV5126                         *CURRENT SURVEY CONTROL
 KV5126  ______________________________________________________________________
 KV5126* NAD 83(1996) POSITION- 40 14 01.05643(N) 074 00 24.70530(W)   ADJUSTED
 KV5126  ______________________________________________________________________
 KV5126  GEOID HEIGHT    -        -32.815 (meters)                     GEOID18
 KV5126  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5126.GEOID18 height accuracy estimate available here.
 KV5126
 KV5126.Click photographs - Photos may exist for this station.
 KV5126
 KV5126.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5126
 KV5126. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8448554160(NAD 83)
 KV5126
 KV5126                          SUPERSEDED SURVEY CONTROL
 KV5126
 KV5126  NAD 83(1986)-  40 14 01.05554(N)    074 00 24.70093(W) AD(       ) 3
 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
 KV5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5126.See file dsdata.pdf to determine how the superseded data were derived.
 KV5126
 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 = JULY 24, 2026 22:12:30 EDT
 KV0919 ***********************************************************************
 KV0919  DESIGNATION -  ALLENWOOD 1 PRR
 KV0919  PID         -  KV0919
 KV0919  STATE/COUNTY-  NJ/MONMOUTH
 KV0919  COUNTRY     -  US
 KV0919  USGS QUAD   -  ASBURY PARK (2019)
 KV0919
 KV0919                         *CURRENT SURVEY CONTROL
 KV0919  ______________________________________________________________________
 KV0919* NAD 83(1986) POSITION- 40 08 29.     (N) 074 05 59.     (W)   SCALED
 KV0919* NAVD 88 ORTHO HEIGHT -    19.383 (meters)       63.59  (feet) ADJUSTED
 KV0919  ______________________________________________________________________
 KV0919  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 KV0919  DYNAMIC HEIGHT  -         19.374 (meters)       63.56  (feet) COMP
 KV0919  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 KV0919
 KV0919  VERT ORDER      -  SECOND    CLASS 0
 KV0919
 KV0919.The horizontal coordinates were scaled from a map and have
 KV0919.an estimated accuracy of +/- 6 seconds.
 KV0919
 KV0919.The orthometric height was determined by differential leveling and
 KV0919.adjusted by the NATIONAL GEODETIC SURVEY
 KV0919.in June 1991.
 KV0919
 KV0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0919.GEOID18 height accuracy estimate available here.
 KV0919
 KV0919.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK766438(NAD 83)
 KV0919
 KV0919                          SUPERSEDED SURVEY CONTROL
 KV0919
 KV0919  NGVD 29 (11/26/84)   19.810  (m)           64.99   (f) ADJUSTED    2 0
 KV0919
 KV0919.Superseded values are not recommended for survey control.
 KV0919
 KV0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0919.See file dsdata.pdf to determine how the superseded data were derived.
 KV0919
 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 = JULY 24, 2026 22:12:30 EDT
 KV0918 ***********************************************************************
 KV0918  DESIGNATION -  ALLENWOOD 2
 KV0918  PID         -  KV0918
 KV0918  STATE/COUNTY-  NJ/MONMOUTH
 KV0918  COUNTRY     -  US
 KV0918  USGS QUAD   -  ASBURY PARK (2019)
 KV0918
 KV0918                         *CURRENT SURVEY CONTROL
 KV0918  ______________________________________________________________________
 KV0918* NAD 83(1986) POSITION- 40 08 31.     (N) 074 06 03.     (W)   SCALED
 KV0918* NAVD 88 ORTHO HEIGHT -    19.048 (meters)       62.49  (feet) ADJUSTED
 KV0918  ______________________________________________________________________
 KV0918  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 KV0918  DYNAMIC HEIGHT  -         19.039 (meters)       62.46  (feet) COMP
 KV0918  MODELED GRAVITY -    980,167.7   (mgal)                       NAVD 88
 KV0918
 KV0918  VERT ORDER      -  SECOND    CLASS 0
 KV0918
 KV0918.The horizontal coordinates were scaled from a map and have
 KV0918.an estimated accuracy of +/- 6 seconds.
 KV0918
 KV0918.The orthometric height was determined by differential leveling and
 KV0918.adjusted by the NATIONAL GEODETIC SURVEY
 KV0918.in June 1991.
 KV0918
 KV0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0918.GEOID18 height accuracy estimate available here.
 KV0918
 KV0918.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK765438(NAD 83)
 KV0918
 KV0918                          SUPERSEDED SURVEY CONTROL
 KV0918
 KV0918  NGVD 29 (11/26/84)   19.474  (m)           63.89   (f) ADJUSTED    2 0
 KV0918
 KV0918.Superseded values are not recommended for survey control.
 KV0918
 KV0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0918.See file dsdata.pdf to determine how the superseded data were derived.
 KV0918
 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 = JULY 24, 2026 22:12:30 EDT
 JU3245 ***********************************************************************
 JU3245  DESIGNATION -  ALLOWAY CREEK
 JU3245  PID         -  JU3245
 JU3245  STATE/COUNTY-  NJ/SALEM
 JU3245  COUNTRY     -  US
 JU3245  USGS QUAD   -  SALEM (2019)
 JU3245
 JU3245                         *CURRENT SURVEY CONTROL
 JU3245  ______________________________________________________________________
 JU3245* NAD 83(1996) POSITION- 39 32 53.01305(N) 075 24 53.71375(W)   ADJUSTED
 JU3245* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3245  ______________________________________________________________________
 JU3245  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 JU3245  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3245.GEOID18 height accuracy estimate available here.
 JU3245
 JU3245.Click photographs - Photos may exist for this station.
 JU3245
 JU3245.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3245
 JU3245. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000516  x   0.99961565  =   0.99962081
 JU3245
 JU3245:                Primary Azimuth Mark                     Grid Az
 JU3245:SPC NJ       -  ALLOWAY CREEK AZ MK                      317 58 14.4
 JU3245:UTM  18      -  ALLOWAY CREEK AZ MK                      317 39 08.2
 JU3245
 JU3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6435077680(NAD 83)
 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
 JU3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3245.See file dsdata.pdf to determine how the superseded data were derived.
 JU3245
 JU3245_MARKER: DS = TRIANGULATION STATION DISK
 JU3245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3245_STAMPING: ALLOWAY CREEK 1933
 JU3245_MARK LOGO: CGS
 JU3245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3245+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KU4055 ***********************************************************************
 KU4055  DESIGNATION -  ALPINE
 KU4055  PID         -  KU4055
 KU4055  STATE/COUNTY-  NJ/BERGEN
 KU4055  COUNTRY     -  US
 KU4055  USGS QUAD   -  YONKERS (2019)
 KU4055
 KU4055                         *CURRENT SURVEY CONTROL
 KU4055  ______________________________________________________________________
 KU4055* NAD 83(1996) POSITION- 40 56 37.31063(N) 073 55 15.13137(W)   ADJUSTED
 KU4055* NAVD 88 ORTHO HEIGHT -    91.    (meters)      299.    (feet) SCALED
 KU4055  ______________________________________________________________________
 KU4055  GEOID HEIGHT    -        -31.389 (meters)                     GEOID18
 KU4055  LAPLACE CORR    -          6.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4055.GEOID18 height accuracy estimate available here.
 KU4055
 KU4055.Click photographs - Photos may exist for this station.
 KU4055
 KU4055.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4055
 KU4055. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   0.99999070  x   0.99992926  =   0.99991996
 KU4055!SPC NY E     -   0.99999070  x   0.99992926  =   0.99991996
 KU4055!SPC NY L     -   0.99999070  x   0.99999623  =   0.99998693
 KU4055!UTM  18      -   0.99999070  x   0.99970155  =   0.99969225
 KU4055
 KU4055:                Primary Azimuth Mark                     Grid Az
 KU4055:SPC NJ       -  ALPINE AZ MK                             193 31 48.6
 KU4055:SPC NY E     -  ALPINE AZ MK                             193 31 48.6
 KU4055:SPC NY L     -  ALPINE AZ MK                             193 51 28.6
 KU4055:UTM  18      -  ALPINE AZ MK                             193 12 08.9
 KU4055
 KU4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9083433067(NAD 83)
 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 37.31121(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  USSD        -  40 56 37.38800(N)    073 55 16.54500(W) AD(       ) 3
 KU4055
 KU4055.Superseded values are not recommended for survey control.
 KU4055
 KU4055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4055.See file dsdata.pdf to determine how the superseded data were derived.
 KU4055
 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 = JULY 24, 2026 22:12:30 EDT
 KU4048 ***********************************************************************
 KU4048  DESIGNATION -  ALPINE SCOUT CAMP TANK
 KU4048  PID         -  KU4048
 KU4048  STATE/COUNTY-  NJ/BERGEN
 KU4048  COUNTRY     -  US
 KU4048  USGS QUAD   -  YONKERS (2019)
 KU4048
 KU4048                         *CURRENT SURVEY CONTROL
 KU4048  ______________________________________________________________________
 KU4048* NAD 83(1996) POSITION- 40 58 44.82518(N) 073 55 08.70044(W)   ADJUSTED
 KU4048  ______________________________________________________________________
 KU4048  GEOID HEIGHT    -        -31.358 (meters)                     GEOID18
 KU4048  LAPLACE CORR    -          7.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4048.GEOID18 height accuracy estimate available here.
 KU4048
 KU4048.Click photographs - Photos may exist for this station.
 KU4048
 KU4048.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4048
 KU4048. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9093637001(NAD 83)
 KU4048
 KU4048                          SUPERSEDED SURVEY CONTROL
 KU4048
 KU4048  NAD 83(1996)-  40 58 44.82582(N)    073 55 08.70132(W) AD(       ) 3
 KU4048  NAD 83(1992)-  40 58 44.82439(N)    073 55 08.70223(W) AD(       ) 3
 KU4048  NAD 83(1986)-  40 58 44.82708(N)    073 55 08.70028(W) AD(       ) 3
 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
 KU4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4048.See file dsdata.pdf to determine how the superseded data were derived.
 KU4048
 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 = JULY 24, 2026 22:12:30 EDT
 KU4054 ***********************************************************************
 KU4054  DESIGNATION -  ALPINE TELEVISION TOWER
 KU4054  PID         -  KU4054
 KU4054  STATE/COUNTY-  NJ/BERGEN
 KU4054  COUNTRY     -  US
 KU4054  USGS QUAD   -  YONKERS (2019)
 KU4054
 KU4054                         *CURRENT SURVEY CONTROL
 KU4054  ______________________________________________________________________
 KU4054* NAD 83(1996) POSITION- 40 57 38.45975(N) 073 55 21.60450(W)   ADJUSTED
 KU4054  ______________________________________________________________________
 KU4054  GEOID HEIGHT    -        -31.381 (meters)                     GEOID18
 KU4054  LAPLACE CORR    -          6.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4054.GEOID18 height accuracy estimate available here.
 KU4054
 KU4054.Click photographs - Photos may exist for this station.
 KU4054
 KU4054.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4054
 KU4054. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9065934951(NAD 83)
 KU4054
 KU4054                          SUPERSEDED SURVEY CONTROL
 KU4054
 KU4054  NAD 83(1996)-  40 57 38.46027(N)    073 55 21.60539(W) AD(       ) 3
 KU4054  NAD 83(1992)-  40 57 38.45876(N)    073 55 21.60633(W) AD(       ) 3
 KU4054  NAD 83(1986)-  40 57 38.46167(N)    073 55 21.60441(W) AD(       ) 3
 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
 KU4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4054.See file dsdata.pdf to determine how the superseded data were derived.
 KU4054
 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 = JULY 24, 2026 22:12:30 EDT
 KV5661 ***********************************************************************
 KV5661  DESIGNATION -  AMBLER
 KV5661  PID         -  KV5661
 KV5661  STATE/COUNTY-  NJ/BURLINGTON
 KV5661  COUNTRY     -  US
 KV5661  USGS QUAD   -  BRISTOL (2019)
 KV5661
 KV5661                         *CURRENT SURVEY CONTROL
 KV5661  ______________________________________________________________________
 KV5661* NAD 83(1996) POSITION- 40 02 35.12994(N) 074 49 42.70565(W)   ADJUSTED
 KV5661* NAVD 88 ORTHO HEIGHT -    29.    (meters)       95.    (feet) SCALED
 KV5661  ______________________________________________________________________
 KV5661  GEOID HEIGHT    -        -32.736 (meters)                     GEOID18
 KV5661  LAPLACE CORR    -          2.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5661.GEOID18 height accuracy estimate available here.
 KV5661
 KV5661.Click photographs - Photos may exist for this station.
 KV5661
 KV5661.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5661
 KV5661. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000064  x   0.99990967  =   0.99991031
 KV5661!SPC PA S     -   1.00000064  x   0.99998465  =   0.99998529
 KV5661!UTM  18      -   1.00000064  x   0.99960263  =   0.99960327
 KV5661
 KV5661:                Primary Azimuth Mark                     Grid Az
 KV5661:SPC NJ       -  MONUMENT 2866                            176 21 11.1
 KV5661:SPC PA S     -  MONUMENT 2866                            174 14 46.7
 KV5661:UTM  18      -  MONUMENT 2866                            176 01 53.1
 KV5661
 KV5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1462732554(NAD 83)
 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
 KV5661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5661.See file dsdata.pdf to determine how the superseded data were derived.
 KV5661
 KV5661_MARKER: DS = TRIANGULATION STATION DISK
 KV5661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5661_STAMPING: AMBLER 1933
 KV5661_MARK LOGO: CGS
 KV5661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5661+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV5665 ***********************************************************************
 KV5665  DESIGNATION -  AMBLER 2
 KV5665  PID         -  KV5665
 KV5665  STATE/COUNTY-  NJ/BURLINGTON
 KV5665  COUNTRY     -  US
 KV5665  USGS QUAD   -  BRISTOL (2019)
 KV5665
 KV5665                         *CURRENT SURVEY CONTROL
 KV5665  ______________________________________________________________________
 KV5665* NAD 83(1996) POSITION- 40 02 33.97822(N) 074 49 40.54705(W)   ADJUSTED
 KV5665* NAVD 88 ORTHO HEIGHT -    31.    (meters)      102.    (feet) SCALED
 KV5665  ______________________________________________________________________
 KV5665  GEOID HEIGHT    -        -32.735 (meters)                     GEOID18
 KV5665  LAPLACE CORR    -          2.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5665.GEOID18 height accuracy estimate available here.
 KV5665
 KV5665.Click photographs - Photos may exist for this station.
 KV5665
 KV5665.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5665
 KV5665. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000033  x   0.99990964  =   0.99990997
 KV5665!SPC PA S     -   1.00000033  x   0.99998469  =   0.99998502
 KV5665!UTM  18      -   1.00000033  x   0.99960265  =   0.99960298
 KV5665
 KV5665:                Primary Azimuth Mark                     Grid Az
 KV5665:SPC NJ       -  MONUMENT 2866                            182 12 27.0
 KV5665:SPC PA S     -  MONUMENT 2866                            180 06 02.6
 KV5665:UTM  18      -  MONUMENT 2866                            181 53 09.0
 KV5665
 KV5665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1467832518(NAD 83)
 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
 KV5665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5665.See file dsdata.pdf to determine how the superseded data were derived.
 KV5665
 KV5665_MARKER: DS = TRIANGULATION STATION DISK
 KV5665_SETTING: 7 = 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 - March 19, 2022
 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  HISTORY     - 20220319 GOOD             PROFLN
 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.  THE STATION MARK AND
 KV5665'REFERENCE MARK TWO WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KV5665'REFERENCE MARK ONE AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT
 KV5665'FOUND AND BELIEVED DESTROYED.  A NEW REFERENCE MARK THREE AND A NEW
 KV5665'AZIMUTH MARK TWO WERE ESTABLISHED.  A LONGER DISTANCE OF 0.01 FT. WAS
 KV5665'FOUND TO REFERENCE MARK TWO.
 KV5665'
 KV5665'THE STATION IS LOCATED ABOUT 25.7 KM KM16 MI) NORTHEAST FROM CAMDEN,
 KV5665'6.5 KM KM4 MI) NORTHWEST FROM MT. HOLLY, 4.75 KM KM3 MI) SOUTHEAST
 KV5665'FROM BURLINGTON AND ON A NARROW STRIP OF LAND BETWEEN A GRAVEL PIT AND
 KV5665'THE SHOPPING MALL.  OWNERSHIP--BURLINGTON CENTER SHOPPING MALL, 2501
 KV5665'BURLINGTON MOUNT HOLLY ROAD, BURLINGTON, N. J. 08016.
 KV5665'
 KV5665'TO REACH THE MARK FROM THE INTERSECTION OF I-295 AND COUNTY RT. 541 AT
 KV5665'EXIT 47 NEAR BURLINGTON, GO SOUTHEAST ON COUNTY RT. 541 FOR 0.65 KM
 KV5665'KM0.4 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON
 KV5665'COUNTY RT. 541 FOR 0.1 KM KM0.05 MI) TO THE ENTRANCE TO THE BURLINGTON
 KV5665'CENTER MALL ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON A PAVED ROAD
 KV5665'FOR 0.2 KM KM0.1 MI) TO A T-INTERSECTION.  TURN LEFT AND GO NORTHWEST
 KV5665'THEN NORTHEAST ON A PAVED ROAD CIRCLING THE MALL NARROW CUTBANK.
 KV5665'
 KV5665'THE STATION IS A STANDARD CGS DISK STAMPED ---AMBLER 2 1936---, SET
 KV5665'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 KV5665'GROUND.  LOCATED 136.7 METERS (448.5 FT) NORTH FROM THE CENTER OF THE
 KV5665'NORTH ENTRANCE TO THE MALL, 13.6 METERS (44.5 FT) NORTH FROM THE MOST
 KV5665'NORTH CURB OF A PARKING AREA FOR THE MALL, 1.8 METERS (6.0 FT) SOUTH
 KV5665'FROM THE NORTH SLOPE OF A HILL, 1.8 METERS (6.0 FT) EAST FROM A TRIPLE
 KV5665'TRUNKED 12 INCH OAK TREE AND 1.3 METERS (4.3 FT) SOUTH-SOUTHWEST FROM
 KV5665'A CARSONITE WITNSS POST.
 KV5665'
 KV5665'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED
 KV5665'---AMBLER 2 NO 2 1936---, SET INTO THE TOP OF A ROUND CONCRETE
 KV5665'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 29.6 METERS
 KV5665'(97.0 FT) NORTH FROM THE MOST NORTH CURB OF THE PARKING AREA FOR THE
 KV5665'MALL, 2.7 METERS (8.8 FT) EAST FROM A 12 INCH OAK TREE, 0.9 METERS
 KV5665'(2.9 FT) WEST FROM A CARSONITE WITNESS POST AND 0.6 METERS (2.0 FT)
 KV5665'SOUTH FROM A STEEP BANK.  MARK IS 0.3 METERS ABOVE THE STATION.
 KV5665'
 KV5665'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED
 KV5665'---AMBLER 2 1936 NO 3 1984---, SET INTO A DRILL HOLE IN A 30 INCH
 KV5665'CONCRETE LIGHT BASE IN MALL LOT, 0.25 CM IN DIAMETER FLUSH WITH THE
 KV5665'GROUND.  39.6 METERS (130.0 FT) SOUTHWEST FROM THE CARSONITE WITNESS
 KV5665'POST NEAREST THE STATION MARK, 15.1 METERS (49.5 FT) SOUTH FROM THE
 KV5665'MOST NORTH CURB OF THE PARKING LOT, 9.9 METERS (32.5 FT) SOUTH FROM
 KV5665'THE CENTER OF A MARKED DRIVE AND 0.2 METERS (0.5 FT) SOUTHEAST FROM
 KV5665'THE SOUTHEAST SIDE OF THE LIGHTPOLE.  MARK IS 2.4 METERS BELOW THE
 KV5665'STATION.
 KV5665'
 KV5665'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED
 KV5665'---AMBLER 2 AZIMUTH MARK 2---, SET INTO THE TOP OF A ROUND CONCRETE
 KV5665'MONUMENT 20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 18.0 METERS
 KV5665'(59.2 FT) SOUTHEAST FROM A POWERLINE POLE NUMBERED 172 BT LEV8012,
 KV5665'22.3 METERS (73.2 FT) NORTHWEST FROM A FIRE HYDRANT, 14.3 METERS
 KV5665'(46.9 FT) SOUTHEAST FROM A CARSONITE WITNESS POST, 13.4 METERS
 KV5665'(44.0 FT) NORTHEAST FROM THE CENTER OF COUNTY ROUTE 541 AND 93.1
 KV5665'METERS (305.3 FT) NORTHWEST FROM THE CENTER OF THE ENTRANCE TO THE
 KV5665'BURLINGTON CENTER MALL.  TO REACH FROM THE INTERSECTION OF INTERSTATE
 KV5665'HIGHWAY 295 AND COUNTY ROUTE 541 (EXIT 47) GO SOUTHEAST ON COUNTY
 KV5665'ROUTE 541 FOR 0.65 KM (0.4 MI) TO THE STATION ON LEFT.  THE
 KV5665'UNDERGROUND MARK IS A STANDARD NJGS DISK STAMPED
 KV5665'---AMBLER 2 AZIMUTH MARK---, SET INTO AN IRREGULAR MASS OF CONCRETE 1
 KV5665'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.
 KV5665
 KV5665                          STATION RECOVERY (2022)
 KV5665
 KV5665'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 KV5665'THE STATION WAS RECOVERED JUST INSIDE THE LIMIT OF DISTURBANCE LINE.
 KV5665'THE WHOLE SITE IS IN TRANSITION - THE MALL BUILDING AND ALL ASSOCIATED
 KV5665'INFRASTRUCTURE HAVE BEEN REMOVED.  IT IS NOT CLEAR WHAT THE NEXT STEP
 KV5665'FOR THE PROPERTY WILL BE.    RM 2 IS GOOD AT THE LIMIT OF DISTURBANCE
 KV5665'LINE.  REFERENCE MARK 3 DESTROYED - LIGHT BASE REMOVED. AZ MARK 2 IS
 KV5665'GOOD OUT AT THE HIGHWAY.  MAY OR MAY NOT BE VISIBLE FROM THIS STATION
 KV5665'NOW.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6244 ***********************************************************************
 KV6244  DESIGNATION -  AMBLER 2 AZ MK 2
 KV6244  PID         -  KV6244
 KV6244  STATE/COUNTY-  NJ/BURLINGTON
 KV6244  COUNTRY     -  US
 KV6244  USGS QUAD   -  BRISTOL (2019)
 KV6244
 KV6244                         *CURRENT SURVEY CONTROL
 KV6244  ______________________________________________________________________
 KV6244* NAD 83(1996) POSITION- 40 02 22.51792(N) 074 49 44.85864(W)   NO CHECK
 KV6244* NAVD 88 ORTHO HEIGHT -    22.    (meters)       72.    (feet) SCALED
 KV6244  ______________________________________________________________________
 KV6244  GEOID HEIGHT    -        -32.731 (meters)                     GEOID18
 KV6244  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 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
 KV6244.No horizontal observational check was made to the station.
 KV6244
 KV6244.The orthometric height was scaled from a topographic map.
 KV6244
 KV6244.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6244.GEOID18 height accuracy estimate available here.
 KV6244
 KV6244.Click photographs - Photos may exist for this station.
 KV6244
 KV6244.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6244
 KV6244. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000176  x   0.99990971  =   0.99991147
 KV6244!SPC PA S     -   1.00000176  x   0.99998509  =   0.99998685
 KV6244!UTM  18      -   1.00000176  x   0.99960262  =   0.99960438
 KV6244
 KV6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1457732165(NAD 83)
 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
 KV6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6244.See file dsdata.pdf to determine how the superseded data were derived.
 KV6244
 KV6244_MARKER: DZ = AZIMUTH MARK DISK
 KV6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6244_STAMPING: AMBLER 2 1936 NO 2 1984
 KV6244_MARK LOGO: NGS
 KV6244_PROJECTION: RECESSED 15 CENTIMETERS
 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  HISTORY     - 20220319 GOOD             PROFLN
 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.
 KV6244
 KV6244                          STATION RECOVERY (2022)
 KV6244
 KV6244'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 KV6244'THE MARK IS ABOUT 14 FT (4.3 M) NORTHEAST OF A FLAT STORM DRAIN IN THE
 KV6244'SHOULDER, BURIED ABOUT 0.5 FT (15 CM) MIGHT SEE THE MAIN STATION OVER
 KV6244'OR THROUGH PHRAGMITES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5659 ***********************************************************************
 KV5659  DESIGNATION -  ANCHOR CL USE 1935
 KV5659  PID         -  KV5659
 KV5659  STATE/COUNTY-  NJ/BURLINGTON
 KV5659  COUNTRY     -  US
 KV5659  USGS QUAD   -  BRISTOL (2019)
 KV5659
 KV5659                         *CURRENT SURVEY CONTROL
 KV5659  ______________________________________________________________________
 KV5659* NAD 83(1996) POSITION- 40 06 33.05091(N) 074 49 47.20091(W)   ADJUSTED
 KV5659* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5659  ______________________________________________________________________
 KV5659  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 KV5659  LAPLACE CORR    -          3.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5659.GEOID18 height accuracy estimate available here.
 KV5659
 KV5659.Click photographs - Photos may exist for this station.
 KV5659
 KV5659.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5659
 KV5659. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991463
 KV5659!SPC PA S     -   1.00000490  x   0.99997716  =   0.99998206
 KV5659!UTM  18      -   1.00000490  x   0.99960259  =   0.99960749
 KV5659
 KV5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1450639889(NAD 83)
 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
 KV5659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5659.See file dsdata.pdf to determine how the superseded data were derived.
 KV5659
 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       USACE
 KV5659  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5659  HISTORY     - 20080718 MARK NOT FOUND   UE
 KV5659
 KV5659                          STATION DESCRIPTION
 KV5659
 KV5659'DESCRIBED BY US ARMY CORPS OF 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.
 KV5659
 KV5659                          STATION RECOVERY (2008)
 KV5659
 KV5659'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV5659'THE AREA IS WITHIN THE FENCED OFF GYPSUM STOCKPILE FOR NATIONAL GYPSUM
 KV5659'AND NORTH OF THE CONCRETE SLAB ENTRANCE. THIS AREA IS CONSTANTLY
 KV5659'SUBJECT TO SPREADING AND MIXING OF SYNTHETIC, ROCK AND WASTE GYPSUM
 KV5659'AND PLOWED BY A TRACTOR TO A DEPTH OF A FOOT OR TWO BELOW THE ROADWAY.
 KV5659'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2858 ***********************************************************************
 JU2858  DESIGNATION -  ANCHORAGE
 JU2858  PID         -  JU2858
 JU2858  STATE/COUNTY-  NJ/ATLANTIC
 JU2858  COUNTRY     -  US
 JU2858  USGS QUAD   -  OCEAN CITY (2019)
 JU2858
 JU2858                         *CURRENT SURVEY CONTROL
 JU2858  ______________________________________________________________________
 JU2858* NAD 83(1996) POSITION- 39 18 12.39263(N) 074 34 14.21273(W)   ADJUSTED
 JU2858* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2858  ______________________________________________________________________
 JU2858  GEOID HEIGHT    -        -34.523 (meters)                     GEOID18
 JU2858  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2858.GEOID18 height accuracy estimate available here.
 JU2858
 JU2858.Click photographs - Photos may exist for this station.
 JU2858
 JU2858.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2858
 JU2858. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000548  x   0.99990046  =   0.99990594
 JU2858!UTM  18      -   1.00000548  x   0.99961688  =   0.99962236
 JU2858
 JU2858:                Primary Azimuth Mark                     Grid Az
 JU2858:SPC NJ       -  MARSHALL RESET                           352 27 53.0
 JU2858:UTM  18      -  MARSHALL RESET                           352 08 52.8
 JU2858
 JU2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3702150538(NAD 83)
 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
 JU2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2858.See file dsdata.pdf to determine how the superseded data were derived.
 JU2858
 JU2858_MARKER: DS = TRIANGULATION STATION DISK
 JU2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2858_STAMPING: ANCHORAGE 1935
 JU2858_MARK LOGO: CGS
 JU2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2858+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 LY2812 ***********************************************************************
 LY2812  DESIGNATION -  ANDOVER CBL 0
 LY2812  PID         -  LY2812
 LY2812  STATE/COUNTY-  NJ/SUSSEX
 LY2812  COUNTRY     -  US
 LY2812  USGS QUAD   -  NEWTON EAST (2019)
 LY2812
 LY2812                         *CURRENT SURVEY CONTROL
 LY2812  ______________________________________________________________________
 LY2812* NAD 83(2011) POSITION- 41 00 21.72962(N) 074 44 20.38487(W)   ADJUSTED
 LY2812* NAD 83(2011) ELLIP HT-   144.163 (meters)        (06/27/12)   ADJUSTED
 LY2812* NAD 83(2011) EPOCH   -  2010.00
 LY2812* NAVD 88 ORTHO HEIGHT -   176.9   (meters)      580.    (feet) GPS OBS
 LY2812  ______________________________________________________________________
 LY2812  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2812  GEOID HEIGHT    -        -33.100 (meters)                     GEOID93
 LY2812  GEOID HEIGHT    -        -32.805 (meters)                     GEOID18
 LY2812  NAD 83(2011) X  -  1,268,771.999 (meters)                     COMP
 LY2812  NAD 83(2011) Y  - -4,650,282.160 (meters)                     COMP
 LY2812  NAD 83(2011) Z  -  4,163,023.667 (meters)                     COMP
 LY2812  LAPLACE CORR    -          3.56  (seconds)                    DEFLEC18
 LY2812
 LY2812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2812  Standards:
 LY2812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2812  -------------------------------------------------------------------
 LY2812  NETWORK    0.49   1.00           0.22   0.17   0.51      0.07344302
 LY2812  -------------------------------------------------------------------
 LY2812  Click here for local accuracies and other accuracy information.
 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 June 2012.
 LY2812
 LY2812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2812.been affixed to the stable North American tectonic plate. See 
 LY2812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2812
 LY2812.The horizontal coordinates are valid at the epoch date displayed above
 LY2812.which is a decimal equivalence of Year/Month/Day.
 LY2812
 LY2812.The orthometric height was determined by GPS observations and a
 LY2812.high-resolution geoid model.
 LY2812
 LY2812.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2812.GEOID18 height accuracy estimate available here.
 LY2812
 LY2812.Click photographs - Photos may exist for this station.
 LY2812
 LY2812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2812
 LY2812.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2812
 LY2812.The ellipsoidal height was determined by GPS observations
 LY2812.and is referenced to NAD 83.
 LY2812
 LY2812. The following values were computed from the NAD 83(2011) position.
 LY2812
 LY2812;                    North         East     Units Scale Factor Converg.
 LY2812;SPC NJ       -   241,245.332   129,895.881   MT  0.99990497   -0 09 24.5
 LY2812;SPC NJ       -   791,485.73    426,166.74   sFT  0.99990497   -0 09 24.5
 LY2812;UTM  18      - 4,539,459.918   521,948.861   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 44.8
 LY2812:UTM  18      -  ANDOVER CBL 580                          021 18 03.8
 LY2812
 LY2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2194839459(NAD 83)
 LY2812
 LY2812|---------------------------------------------------------------------|
 LY2812| PID    Reference Object                     Distance      Geod. Az  |
 LY2812|                                                           dddmmss.s |
 LY2812| LY2813 ANDOVER CBL 580                     APPROX. 0.6 KM 0212820.3 |
 LY2812|---------------------------------------------------------------------|
 LY2812
 LY2812                          SUPERSEDED SURVEY CONTROL
 LY2812
 LY2812  NAD 83(2007)-  41 00 21.72983(N)    074 44 20.38581(W) AD(2002.00) 0
 LY2812  ELLIP H (02/10/07)  144.174  (m)                       GP(2002.00)    
 LY2812  ELLIP H (10/23/02)  144.164  (m)                       GP(       ) 4 1
 LY2812  NAD 83(1996)-  41 00 21.72987(N)    074 44 20.38595(W) AD(       ) 1
 LY2812  ELLIP H (05/14/99)  144.163  (m)                       GP(       ) 4 1
 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)  RAPOU78  model used  GPS OBS        
 LY2812
 LY2812.Superseded values are not recommended for survey control.
 LY2812
 LY2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2812.See file dsdata.pdf to determine how the superseded data were derived.
 LY2812
 LY2812_MARKER: DQ = CALIBRATION BASE LINE DISK
 LY2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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) EAST-SOUTHEAST OF
 LY2812'SPRINGDALE, 2.6 KM (1.6 MI) NORTH OF ANDOVER, 3.4 KM (2.1 MI)
 LY2812'NORTH-NORTHEAST OF BRIGHTON, ALONG THE EASTERN EDGE OF THE GRASS
 LY2812'RUNWAY WHICH IS PARALLEL TO THE PAVED RUNWAY ON THE AEROFLEX-ANDOVER
 LY2812'AIRPORT, WITHIN THE BOUNDARY OF THE 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 SIGN
 LY2812'MARKED--RUBICON ARABIANS--, TURN LEFT ACROSS RAILROAD TRACKS AND GO
 LY2812'NORTHWEST FOR 0.32 KM (0.2 MI) ON THE GRAVEL ROAD TO A FLASHING RED
 LY2812'LIGHT AND A SIGN MARKED--FULL STOP, WATCH FOR APPROACHING AIRCRAFT--,
 LY2812'ON THE LEFT. CONTINUE STRAIGHT AHEAD AND GO NORTH, WEST, AND SOUTH
 LY2812'AROUND THE NORTHERN END OF A RUNWAY FOR 0.40 KM (0.25 MI) ON THE
 LY2812'GRAVEL ROAD TO THE AEROFLEX-ANDOVER AIRPORT AND A GATE.  CONTINUE
 LY2812'STRAIGHT AHEAD, PASSING THROUGH GATE, AND GO SOUTH-SOUTHWEST FOR 0.32
 LY2812'KM (0.2 MI) ON A PAVED RUNWAY TO THE STATION ON THE LEFT NEAR THE END
 LY2812'OF THE RUNWAY.
 LY2812'
 LY2812'THE STATION IS A STANDARD NGS DISK STAMPED---0 1979---, SET INTO THE
 LY2812'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.
 LY2812'LOCATED 10.653 METERS (34.95 FT) WEST-NORTHWEST FROM A REFERENCE MARK
 LY2812'NO. 1, 14.033 METERS (46.04 FT) NORTH-NORTHWEST FROM A REFERENCE MARK
 LY2812'NO. 2, 7.13 METERS (23.4 FT) NORTHWEST FROM THE CENTERLINE OF A DIRT
 LY2812'ROAD, 15 METERS (50 FT) EAST FROM THE EASTERN EDGE OF THE RUNWAY.
 LY2812'
 LY2812'THE UNDERGROUND MARK IS A STANDARD NGS DISK SET INTO AN IRREGULAR MASS
 LY2812'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 AIRPORT
 LY2812'NEAR THE SOUTHWEST END OF THE RUNWAY 21.  OWNERSHIP--MRS. BARBARA
 LY2812'LORE, PHONE 201-383-5629, AIRPORT MANAGER IS ALEX PLAZA, PHONE
 LY2812'201-786-5100.
 LY2812'
 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 (5.9 FT)
 LY2812'ABOVE THE ROAD.
 LY2812'
 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 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'
 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 THE
 LY2812'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 AND
 LY2812'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.
 LY2812'
 LY2812'THE STATION IS 35.0 FT (10.7 M) WEST NORTHWEST FROM REFERENCE MARK
 LY2812'NUMBER 1, 46.0 FT (14.0 M) NORTH NORTHWEST FROM REFERENCE MARK NUMBER
 LY2812'2, 23.4 FT (7.1 M) NORTHWEST FROM THE CENTERLINE OF A DIRT ROAD AND 50
 LY2812'FT (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'THE MARK IS A COMPONENT OF THE ANDOVER CALIBRATION BASE LINE LOCATED
 LY2812'ABOUT 8.6 KM (5.3 MI) WEST-SOUTHWEST OF SPARTA, 5.2 KM (3.2 MI)
 LY2812'SOUTHEAST OF NEWTON, AND 1.5 KM (0.9 MI) NORTH-NORTHEAST OF ANDOVER AT
 LY2812'THE 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 **.
 LY2812'
 LY2812'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 206 (MAIN STREET) AND
 LY2812'COUNTY ROAD 517 (LENAPE ROAD), LOCATED IN DOWNTOWN ANDOVER, GO
 LY2812'NORTHERLY ON U.S. HIGHWAY 206 FOR 0.8 KM (0.5 MI) TO THE INTERSECTION
 LY2812'OF COUNTY ROAD 669 (LIMECREST ROAD) ON THE RIGHT.  TURN RIGHT AND GO
 LY2812'NORTHEASTERLY ON COUNTY ROAD 669 FOR 1.8 KM (1.1 MI) TO A GRAVEL
 LY2812'INTERSECTION ON THE LEFT AND A WOODEN SIGN FOR THE ANDOVER FLIGHT
 LY2812'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**.
 LY2812'
 LY2812'THE STATION IS 21.8 M (71.5 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF
 LY2812'RUNWAY (3-21), 14.1 M (46.3 FT) NORTH OF REFERENCE MARK NO. 2, 10.7 M
 LY2812'(35.1 FT) WEST OF REFERENCE MARK NO. 1, 7.5 M (24.6 FT)
 LY2812'WEST-NORTHWEST OF THE CENTERLINE OF A GRAVEL TRACK ROAD, AND 0.2 M
 LY2812'(0.7 FT) NORTHEAST OF A FBERGLASS WITNESS POST. **NOTE-THE MARK IS
 LY2812'PROBABLY COVERED BY A LARGE ORANGE TRAFFIC CONE AND DRIVING ON THE
 LY2812'RUNWAYS IS STRICTLY PROHIBITED.  ALL AIRCRAFT HAVE THE RIGHT-OF-WAY
 LY2812'**.
 LY2812'
 LY2812'FOR MORE INFORMATION CONTACT MR. IRVING KINNEY JR. PLS, P.O. BOX 826,
 LY2812'NEWTON, 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 = JULY 24, 2026 22:12:30 EDT
 LY2813 ***********************************************************************
 LY2813  DESIGNATION -  ANDOVER CBL 580
 LY2813  PID         -  LY2813
 LY2813  STATE/COUNTY-  NJ/SUSSEX
 LY2813  COUNTRY     -  US
 LY2813  USGS QUAD   -  NEWTON EAST (2019)
 LY2813
 LY2813                         *CURRENT SURVEY CONTROL
 LY2813  ______________________________________________________________________
 LY2813* NAD 83(2011) POSITION- 41 00 39.22617(N) 074 44 11.29904(W)   ADJUSTED
 LY2813* NAD 83(2011) ELLIP HT-   144.359 (meters)        (06/27/12)   ADJUSTED
 LY2813* NAD 83(2011) EPOCH   -  2010.00
 LY2813* NAVD 88 ORTHO HEIGHT -   177.1   (meters)      581.    (feet) GPS OBS
 LY2813  ______________________________________________________________________
 LY2813  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2813  GEOID HEIGHT    -        -33.090 (meters)                     GEOID93
 LY2813  GEOID HEIGHT    -        -32.797 (meters)                     GEOID18
 LY2813  NAD 83(2011) X  -  1,268,883.640 (meters)                     COMP
 LY2813  NAD 83(2011) Y  - -4,649,884.734 (meters)                     COMP
 LY2813  NAD 83(2011) Z  -  4,163,431.099 (meters)                     COMP
 LY2813  LAPLACE CORR    -          3.44  (seconds)                    DEFLEC18
 LY2813
 LY2813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2813  Standards:
 LY2813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2813  -------------------------------------------------------------------
 LY2813  NETWORK    0.50   1.02           0.23   0.17   0.52      0.07713701
 LY2813  -------------------------------------------------------------------
 LY2813  Click here for local accuracies and other accuracy information.
 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 June 2012.
 LY2813
 LY2813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2813.been affixed to the stable North American tectonic plate. See 
 LY2813.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2813
 LY2813.The horizontal coordinates are valid at the epoch date displayed above
 LY2813.which is a decimal equivalence of Year/Month/Day.
 LY2813
 LY2813.The orthometric height was determined by GPS observations and a
 LY2813.high-resolution geoid model.
 LY2813
 LY2813.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2813.GEOID18 height accuracy estimate available here.
 LY2813
 LY2813.Click photographs - Photos may exist for this station.
 LY2813
 LY2813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2813
 LY2813.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2813
 LY2813.The ellipsoidal height was determined by GPS observations
 LY2813.and is referenced to NAD 83.
 LY2813
 LY2813. The following values were computed from the NAD 83(2011) position.
 LY2813
 LY2813;                    North         East     Units Scale Factor Converg.
 LY2813;SPC NJ       -   241,784.440   130,109.646   MT  0.99990487   -0 09 18.6
 LY2813;SPC NJ       -   793,254.45    426,868.06   sFT  0.99990487   -0 09 18.6
 LY2813;UTM  18      - 4,540,000.080   522,159.473   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 44.8
 LY2813:UTM  18      -  ANDOVER CBL 0                            201 18 03.7
 LY2813
 LY2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2215940000(NAD 83)
 LY2813
 LY2813|---------------------------------------------------------------------|
 LY2813| PID    Reference Object                     Distance      Geod. Az  |
 LY2813|                                                           dddmmss.s |
 LY2813| LY2812 ANDOVER CBL 0                       APPROX. 0.6 KM 2012826.2 |
 LY2813|---------------------------------------------------------------------|
 LY2813
 LY2813                          SUPERSEDED SURVEY CONTROL
 LY2813
 LY2813  NAD 83(2007)-  41 00 39.22638(N)    074 44 11.29997(W) AD(2002.00) 0
 LY2813  ELLIP H (02/10/07)  144.371  (m)                       GP(2002.00)    
 LY2813  ELLIP H (10/23/02)  144.360  (m)                       GP(       ) 4 1
 LY2813  NAD 83(1996)-  41 00 39.22642(N)    074 44 11.30010(W) AD(       ) 1
 LY2813  ELLIP H (05/14/99)  144.360  (m)                       GP(       ) 4 1
 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)  RAPOU78  model used  GPS OBS        
 LY2813
 LY2813.Superseded values are not recommended for survey control.
 LY2813
 LY2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2813.See file dsdata.pdf to determine how the superseded data were derived.
 LY2813
 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 = JULY 24, 2026 22:12:30 EDT
 KV5791 ***********************************************************************
 KV5791  DESIGNATION -  ANDOVER MUNICIPAL TANK
 KV5791  PID         -  KV5791
 KV5791  STATE/COUNTY-  NJ/SUSSEX
 KV5791  COUNTRY     -  US
 KV5791  USGS QUAD   -  STANHOPE (2016)
 KV5791
 KV5791                         *CURRENT SURVEY CONTROL
 KV5791  ______________________________________________________________________
 KV5791* NAD 83(1996) POSITION- 40 59 05.88802(N) 074 44 48.89913(W)   ADJUSTED
 KV5791  ______________________________________________________________________
 KV5791  GEOID HEIGHT    -        -32.837 (meters)                     GEOID18
 KV5791  LAPLACE CORR    -          3.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5791.GEOID18 height accuracy estimate available here.
 KV5791
 KV5791.Click photographs - Photos may exist for this station.
 KV5791
 KV5791.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5791
 KV5791. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2128937119(NAD 83)
 KV5791
 KV5791                          SUPERSEDED SURVEY CONTROL
 KV5791
 KV5791  NAD 83(1986)-  40 59 05.88749(N)    074 44 48.90061(W) AD(       ) 3
 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
 KV5791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5791.See file dsdata.pdf to determine how the superseded data were derived.
 KV5791
 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 = JULY 24, 2026 22:12:30 EDT
 KV5322 ***********************************************************************
 KV5322  DESIGNATION -  ANHEUSER BUSCH RED STACK
 KV5322  PID         -  KV5322
 KV5322  STATE/COUNTY-  NJ/MIDDLESEX
 KV5322  COUNTRY     -  US
 KV5322  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5322
 KV5322                         *CURRENT SURVEY CONTROL
 KV5322  ______________________________________________________________________
 KV5322* NAD 83(1996) POSITION- 40 24 32.25480(N) 074 22 13.46436(W)   ADJUSTED
 KV5322  ______________________________________________________________________
 KV5322  GEOID HEIGHT    -        -32.611 (meters)                     GEOID18
 KV5322  LAPLACE CORR    -          4.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5322.GEOID18 height accuracy estimate available here.
 KV5322
 KV5322.Click photographs - Photos may exist for this station.
 KV5322
 KV5322.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5322
 KV5322. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5342073339(NAD 83)
 KV5322
 KV5322                          SUPERSEDED SURVEY CONTROL
 KV5322
 KV5322  NAD 83(1986)-  40 24 32.25369(N)    074 22 13.46555(W) AD(       ) 3
 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
 KV5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5322.See file dsdata.pdf to determine how the superseded data were derived.
 KV5322
 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 = JULY 24, 2026 22:12:30 EDT
 KV5323 ***********************************************************************
 KV5323  DESIGNATION -  ANHEUSER BUSCH TANK
 KV5323  PID         -  KV5323
 KV5323  STATE/COUNTY-  NJ/MIDDLESEX
 KV5323  COUNTRY     -  US
 KV5323  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5323
 KV5323                         *CURRENT SURVEY CONTROL
 KV5323  ______________________________________________________________________
 KV5323* NAD 83(1996) POSITION- 40 24 31.02872(N) 074 22 13.91009(W)   ADJUSTED
 KV5323  ______________________________________________________________________
 KV5323  GEOID HEIGHT    -        -32.610 (meters)                     GEOID18
 KV5323  LAPLACE CORR    -          4.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5323.GEOID18 height accuracy estimate available here.
 KV5323
 KV5323.Click photographs - Photos may exist for this station.
 KV5323
 KV5323.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5323
 KV5323. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5340973301(NAD 83)
 KV5323
 KV5323                          SUPERSEDED SURVEY CONTROL
 KV5323
 KV5323  NAD 83(1986)-  40 24 31.02756(N)    074 22 13.91132(W) AD(       ) 3
 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
 KV5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5323.See file dsdata.pdf to determine how the superseded data were derived.
 KV5323
 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 = JULY 24, 2026 22:12:30 EDT
 JU4269 ***********************************************************************
 JU4269  DESIGNATION -  ANTENNA 2
 JU4269  PID         -  JU4269
 JU4269  STATE/COUNTY-  NJ/ATLANTIC
 JU4269  COUNTRY     -  US
 JU4269  USGS QUAD   -  PLEASANTVILLE (2019)
 JU4269
 JU4269                         *CURRENT SURVEY CONTROL
 JU4269  ______________________________________________________________________
 JU4269* NAD 83(2011) POSITION- 39 27 29.66817(N) 074 33 35.40426(W)   ADJUSTED
 JU4269* NAD 83(2011) ELLIP HT-   -12.357 (meters)        (06/27/12)   ADJUSTED
 JU4269* NAD 83(2011) EPOCH   -  2010.00
 JU4269* NAVD 88 ORTHO HEIGHT -    21.5   (meters)       71.    (feet) VERTCON3
 JU4269  ______________________________________________________________________
 JU4269  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 JU4269  NAD 83(2011) X  -  1,312,827.867 (meters)                     COMP
 JU4269  NAD 83(2011) Y  - -4,753,174.188 (meters)                     COMP
 JU4269  NAD 83(2011) Z  -  4,031,717.140 (meters)                     COMP
 JU4269  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 JU4269
 JU4269  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4269  Standards:
 JU4269         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4269            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4269  -------------------------------------------------------------------
 JU4269  NETWORK    0.37   1.37           0.17   0.13   0.70      0.01631935
 JU4269  -------------------------------------------------------------------
 JU4269  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4269
 JU4269.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4269.been affixed to the stable North American tectonic plate. See 
 JU4269.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4269
 JU4269.The horizontal coordinates are valid at the epoch date displayed above
 JU4269.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4269.GEOID18 height accuracy estimate available here.
 JU4269
 JU4269.Click photographs - Photos may exist for this station.
 JU4269
 JU4269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4269
 JU4269.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4269
 JU4269.The ellipsoidal height was determined by GPS observations
 JU4269.and is referenced to NAD 83.
 JU4269
 JU4269. The following values were computed from the NAD 83(2011) position.
 JU4269
 JU4269;                    North         East     Units Scale Factor Converg.
 JU4269;SPC NJ       -    69,370.955   144,850.865   MT  0.99990033   -0 02 16.9
 JU4269;SPC NJ       -   227,594.54    475,231.55   sFT  0.99990033   -0 02 16.9
 JU4269;UTM  18      - 4,367,722.543   537,867.703   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3786767722(NAD 83)
 JU4269
 JU4269                          SUPERSEDED SURVEY CONTROL
 JU4269
 JU4269  NAD 83(2007)-  39 27 29.66850(N)    074 33 35.40499(W) AD(2002.00) 0
 JU4269  ELLIP H (02/10/07)  -12.350  (m)                       GP(2002.00)    
 JU4269  ELLIP H (10/23/02)  -12.364  (m)                       GP(       ) 4 1
 JU4269  NAD 83(1996)-  39 27 29.66832(N)    074 33 35.40463(W) AD(       ) 1
 JU4269  ELLIP H (05/14/99)  -12.276  (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)  -12.378  (m)                       GP(       ) 4 2
 JU4269  NGVD 29 (10/07/92)   21.9    (m)  GEOID90  model used  GPS OBS        
 JU4269
 JU4269.Superseded values are not recommended for survey control.
 JU4269
 JU4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4269.See file dsdata.pdf to determine how the superseded data were derived.
 JU4269
 JU4269_MARKER: DS = TRIANGULATION STATION 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 - 1992
 JU4269
 JU4269  HISTORY     - Date     Condition        Report By
 JU4269  HISTORY     - 19911206 MONUMENTED       NJGS
 JU4269  HISTORY     - 1992     GOOD             NGS
 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 APPROXIMATELY
 JU4269'18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM (1.86 MI) SOUTH OF
 JU4269'POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY REGULATED.  A POINT OF
 JU4269'CONTACT AT THIS TIME IS JEFFERY WOLFE, ENGINEERING DEPARTMENT, 609 484
 JU4269'4430.
 JU4269'
 JU4269'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY
 JU4269'ROAD 563, TILDEN ROAD, AND COUNTY ROAD 648 GO NORTH ON THE FAA
 JU4269'TECHNICAL ENTRANCE ROAD FOR 1.6 KM (0.99 MI) TO THE GUARD SHACK AT THE
 JU4269'FACILITY ENTRANCE.  AT ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO
 JU4269'BUILDING 301, THE HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE
 JU4269'DRIVE IN GATE WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE
 JU4269'BUILDING, AND THE CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN
 JU4269'THE NORTHEAST CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE
 JU4269'ONE IS ON THE TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A
 JU4269'PAVED ROAD LEADING EAST.  GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD
 JU4269'TO END OF PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO
 JU4269'A ROAD LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A
 JU4269'TWO ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  TURN SHARP
 JU4269'RIGHT FOR 0.3 KM (0.19 MI) TO THE SECOND RADAR ON THE RIGHT, PASSING
 JU4269'THE CONTROL BUILDING ON THE RIGHT.
 JU4269'
 JU4269'THE STATION IS SET IN A SMALL IRREGULAR CONCRETE MONUMENT LOCATED 8.4
 JU4269'M (27.56 FT) SOUTHEAST OF AND 1.5 M (4.92 FT) ABOVE THE ROAD, 13.60 M
 JU4269'(44.62 FT) NORTHWEST OF THE BOTTOM OF THE NORTH RUNG OF THE NIKE
 JU4269'ANTENNA LADDER AND 30.04 M (98.56 FT) EAST-SOUTHEAST OF THE INSIDE
 JU4269'CORNER OF THE WOODEN RETAINING WALL OF A PARKING AREA FOR THE CONTROL
 JU4269'BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AA9216  USGS QUAD   -  PENNINGTON (2019)
 AA9216
 AA9216                         *CURRENT SURVEY CONTROL
 AA9216  ______________________________________________________________________
 AA9216* NAD 83(2011) POSITION- 40 16 10.26587(N) 074 49 16.48904(W)   ADJUSTED
 AA9216* NAD 83(2011) ELLIP HT-    14.640 (meters)        (06/27/12)   ADJUSTED
 AA9216* NAD 83(2011) EPOCH   -  2010.00
 AA9216* NAVD 88 ORTHO HEIGHT -    48.11  (meters)      157.8   (feet) GPS OBS
 AA9216  ______________________________________________________________________
 AA9216  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9216  GEOID HEIGHT    -        -33.448 (meters)                     GEOID96
 AA9216  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 AA9216  NAD 83(2011) X  -  1,276,016.139 (meters)                     COMP
 AA9216  NAD 83(2011) Y  - -4,703,412.392 (meters)                     COMP
 AA9216  NAD 83(2011) Z  -  4,100,874.784 (meters)                     COMP
 AA9216  LAPLACE CORR    -          4.37  (seconds)                    DEFLEC18
 AA9216
 AA9216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9216  Standards:
 AA9216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9216  -------------------------------------------------------------------
 AA9216  NETWORK    0.31   0.61           0.14   0.11   0.31      0.05785396
 AA9216  -------------------------------------------------------------------
 AA9216  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9216
 AA9216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9216.been affixed to the stable North American tectonic plate. See 
 AA9216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9216
 AA9216.The horizontal coordinates are valid at the epoch date displayed above
 AA9216.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AA9216
 AA9216.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9216.GEOID18 height accuracy estimate available here.
 AA9216
 AA9216.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AA9216
 AA9216.The ellipsoidal height was determined by GPS observations
 AA9216.and is referenced to NAD 83.
 AA9216
 AA9216. The following values were computed from the NAD 83(2011) position.
 AA9216
 AA9216;                    North         East     Units Scale Factor Converg.
 AA9216;SPC NJ       -   159,487.488   122,678.349   MT  0.99990919   -0 12 27.5
 AA9216;SPC NJ       -   523,251.87    402,487.22   sFT  0.99990919   -0 12 27.5
 AA9216;UTM  18      - 4,457,687.136   515,198.152   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1519857687(NAD 83)
 AA9216
 AA9216                          SUPERSEDED SURVEY CONTROL
 AA9216
 AA9216  NAD 83(2007)-  40 16 10.26623(N)    074 49 16.48966(W) AD(2002.00) 0
 AA9216  ELLIP H (02/10/07)   14.646  (m)                       GP(2002.00)    
 AA9216  ELLIP H (09/23/02)   14.666  (m)                       GP(       ) 4 2
 AA9216  NAD 83(1992)-  40 16 10.26685(N)    074 49 16.49001(W) AD(       ) 1
 AA9216  ELLIP H (04/02/98)   14.726  (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)   14.609  (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)   14.729  (m)                       GP(       ) 4 2
 AA9216  NAVD 88 (12/16/96)   48.11   (m)  UNKNOWN  model used  GPS OBS        
 AA9216  NAVD 88 (11/30/95)   48.11   (m)  GEOID93  model used  GPS OBS        
 AA9216
 AA9216.Superseded values are not recommended for survey control.
 AA9216
 AA9216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9216.See file dsdata.pdf to determine how the superseded data were derived.
 AA9216
 AA9216_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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       NOS
 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 NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 AB6550 ***********************************************************************
 AB6550  DESIGNATION -  AP STA B BLM
 AB6550  PID         -  AB6550
 AB6550  STATE/COUNTY-  NJ/MONMOUTH
 AB6550  COUNTRY     -  US
 AB6550  USGS QUAD   -  ASBURY PARK (2019)
 AB6550
 AB6550                         *CURRENT SURVEY CONTROL
 AB6550  ______________________________________________________________________
 AB6550* NAD 83(1986) POSITION- 40 10 58.40   (N) 074 06 59.47   (W)   HD_HELD1
 AB6550* NAVD 88 ORTHO HEIGHT -    45.767 (meters)      150.15  (feet) ADJUSTED
 AB6550  ______________________________________________________________________
 AB6550  GEOID HEIGHT    -        -32.739 (meters)                     GEOID18
 AB6550  DYNAMIC HEIGHT  -         45.747 (meters)      150.09  (feet) COMP
 AB6550  MODELED GRAVITY -    980,179.6   (mgal)                       NAVD 88
 AB6550
 AB6550  VERT ORDER      -  FIRST     CLASS II
 AB6550
 AB6550.This mark is at Allaire Airport (BLM)
 AB6550
 AB6550.The horizontal coordinates were determined by differentially corrected
 AB6550.hand held GPS observations or other comparable positioning techniques
 AB6550.and have an estimated accuracy of +/- 3 meters.
 AB6550
 AB6550.The orthometric height was determined by differential leveling and
 AB6550.adjusted by the NATIONAL GEODETIC SURVEY
 AB6550.in February 2016.
 AB6550
 AB6550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6550.GEOID18 height accuracy estimate available here.
 AB6550
 AB6550.Click photographs - Photos may exist for this station.
 AB6550
 AB6550.The dynamic height is computed by dividing the NAVD 88
 AB6550.geopotential number by the normal gravity value computed on the
 AB6550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6550.degrees latitude (g = 980.6199 gals.).
 AB6550
 AB6550.The modeled gravity was interpolated from observed gravity values.
 AB6550
 AB6550;                    North         East    Units  Estimated Accuracy
 AB6550;SPC NJ       -   149,890.2     182,656.1     MT  (+/- 3 meters HH1 GPS) 
 AB6550
 AB6550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7521248430(NAD 83)
 AB6550
 AB6550                          SUPERSEDED SURVEY CONTROL
 AB6550
 AB6550  NAVD 88 (04/17/13)   45.772  (m)          150.17   (f) SUPERSEDED  1 2
 AB6550
 AB6550.Superseded values are not recommended for survey control.
 AB6550
 AB6550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6550.See file dsdata.pdf to determine how the superseded data were derived.
 AB6550
 AB6550_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6550_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6550_SP_SET: SIDEWALK
 AB6550_STAMPING: AP STA B 1974 BLM
 AB6550_MARK LOGO: CGS
 AB6550_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6550+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 AB6550
 AB6550  HISTORY     - Date     Condition        Report By
 AB6550  HISTORY     - 1974     MONUMENTED       NGS
 AB6550  HISTORY     - 19850615 GOOD             NGS
 AB6550  HISTORY     - 20111012 GOOD             NJGS
 AB6550  HISTORY     - 20150827 GOOD             NJGS
 AB6550
 AB6550                          STATION DESCRIPTION
 AB6550
 AB6550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AB6550'LOCATED ABOUT 655 FT (199.6 M) NORTH OF RUNWAY END 32, IN THE WEST
 AB6550'CORNER OF PLATFORM IN FRONT OF A BUILDING (OCCUPIED BY THE JERSEY AERO
 AB6550'CLUB INC.) , AND ABOUT 10 INCHES ABOVE THE GROUND.  A STANDARD TOPO
 AB6550'DISK STAMPED AP STA B 1974 BLM AND SET IN A DRILL HOLE.
 AB6550
 AB6550                          STATION RECOVERY (2011)
 AB6550
 AB6550'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 AB6550'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE
 AB6550'MONMOUTH EXECUTIVE AIRPORT (BLM), ABOUT 650 FT (198.1 M)
 AB6550'NORTH-NORTHEAST OF RUNWAY NUMBER 32, IN A DRILL HOLE IN THE SOUTHWEST
 AB6550'CORNER OF THE SIDEWALK IN FRONT OF A FORMER RESTAURANT.
 AB6550'
 AB6550'TO REACH THE STATION FROM THE JUNCTION OF I-195 AND NJ ROUTE 34 GO,
 AB6550'1.25 MI (2.0 KM) NORTH-NORTHWEST ON ROUTE 34 TO THE LEFT TURN
 AB6550'JUGHANDLE FOR AIRPORT ROAD, TAKE THE JUG HANDLE AND GO 0.3 MI (0.5 KM)
 AB6550'WEST-SOUTHWEST ALONG AIRPORT ROAD TO TERMINAL PLAZA ON THE RIGHT, TAKE
 AB6550'TERMINAL PLAZA SOUTHEAST FOR 0.15 MI (0.2 KM) TO THE END OF PAVING AND
 AB6550'A STAIRCASE LEADING TO THE BUILDING AHEAD, PROCEED UP THE STAIRS TO
 AB6550'THE STATION AHEAD.
 AB6550'
 AB6550'THE STATION IS 4.3 FT (1.3 M) SOUTH-SOUTHEAST OF THE EAST CORNER OF
 AB6550'THE SIDEWALK, 10 FT (3.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AB6550'BUILDING, 40 FT (12.2 M) SOUTH-SOUTHWEST OF THE EAST END OF THE FENCE
 AB6550'AT THE GATE ENTRANCE LEADING TO THE BUILDING, 0.5 FT (0.2 M) NORTHEAST
 AB6550'OF THE SOUTHWEST EDGE OF THE SIDEWALK.
 AB6550
 AB6550                          STATION RECOVERY (2015)
 AB6550
 AB6550'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 AB6550'RECOVERED IN GOOD CONDITION.
 AB6550'
 AB6550'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST
 AB6550'OF POINT PLEASANT BEACH, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF ASBURY PARK
 AB6550'AND 2.9 MI (4.7 KM) EAST-SOUTHEAST OF FARMINGDALE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6566 ***********************************************************************
 AB6566  SACS        -  This is a Secondary Airport Control Station.
 AB6566  DESIGNATION -  AP STA D EWR
 AB6566  PID         -  AB6566
 AB6566  STATE/COUNTY-  NJ/UNION
 AB6566  COUNTRY     -  US
 AB6566  USGS QUAD   -  ELIZABETH (2016)
 AB6566
 AB6566                         *CURRENT SURVEY CONTROL
 AB6566  ______________________________________________________________________
 AB6566* NAD 83(2011) POSITION- 40 40 44.43906(N) 074 10 28.38468(W)   ADJUSTED
 AB6566* NAD 83(2011) ELLIP HT-   -30.101 (meters)        (06/27/12)   ADJUSTED
 AB6566* NAD 83(2011) EPOCH   -  2010.00
 AB6566* NAVD 88 ORTHO HEIGHT -     2.25  (meters)        7.4   (feet) GPS OBS
 AB6566  ______________________________________________________________________
 AB6566  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB6566  GEOID HEIGHT    -        -32.292 (meters)                     GEOID99
 AB6566  GEOID HEIGHT    -        -32.329 (meters)                     GEOID18
 AB6566  NAD 83(2011) X  -  1,320,962.535 (meters)                     COMP
 AB6566  NAD 83(2011) Y  - -4,660,280.938 (meters)                     COMP
 AB6566  NAD 83(2011) Z  -  4,135,435.757 (meters)                     COMP
 AB6566  LAPLACE CORR    -          5.82  (seconds)                    DEFLEC18
 AB6566
 AB6566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6566  Standards:
 AB6566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6566  -------------------------------------------------------------------
 AB6566  NETWORK    0.56   1.23           0.25   0.20   0.63      0.02558030
 AB6566  -------------------------------------------------------------------
 AB6566  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB6566
 AB6566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6566.been affixed to the stable North American tectonic plate. See 
 AB6566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6566
 AB6566.The horizontal coordinates are valid at the epoch date displayed above
 AB6566.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AB6566
 AB6566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6566.GEOID18 height accuracy estimate available here.
 AB6566
 AB6566.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB6566
 AB6566.The ellipsoidal height was determined by GPS observations
 AB6566.and is referenced to NAD 83.
 AB6566
 AB6566. The following values were computed from the NAD 83(2011) position.
 AB6566
 AB6566;                    North         East     Units Scale Factor Converg.
 AB6566;SPC NJ       -   204,955.955   177,511.365   MT  0.99990931   +0 12 43.7
 AB6566;SPC NJ       -   672,426.33    582,385.20   sFT  0.99990931   +0 12 43.7
 AB6566;UTM  18      - 4,503,452.763   569,757.562   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6975703452(NAD 83)
 AB6566
 AB6566                          SUPERSEDED SURVEY CONTROL
 AB6566
 AB6566  NAD 83(2007)-  40 40 44.43933(N)    074 10 28.38560(W) AD(2002.00) 0
 AB6566  ELLIP H (02/10/07)  -30.092  (m)                       GP(2002.00)    
 AB6566  ELLIP H (04/03/03)  -30.092  (m)                       GP(       ) 2 2
 AB6566  NAD 83(1996)-  40 40 44.43957(N)    074 10 28.38557(W) AD(       ) 1
 AB6566  ELLIP H (04/15/02)  -30.093  (m)                       GP(       ) 2 2
 AB6566
 AB6566.Superseded values are not recommended for survey control.
 AB6566
 AB6566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6566.See file dsdata.pdf to determine how the superseded data were derived.
 AB6566
 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_PROJECTION: FLUSH
 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       NOS
 AB6566  HISTORY     - 19941115 GOOD             NGS
 AB6566  HISTORY     - 20011027 GOOD             NGS
 AB6566  HISTORY     - 20040726 GOOD             NGS
 AB6566
 AB6566                          STATION DESCRIPTION
 AB6566
 AB6566'DESCRIBED BY NATIONAL 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.  IT IS
 AB6566'119.3 FT (36.4 M) SW OF THE CORNER OF A LARGE SECTION OF ASPHALT ON
 AB6566'THE SOUTH SIDE OF TAXIWAY A, 42.7 FT (13.0 M) SOUTHEAST OF THE
 AB6566'SOUTHEAST EDGE OF THE SAME ASPHALT SECTION, 52.0 FT (15.8 M)
 AB6566'SOUTHEAST OF THE CENTER OF A DRAIN AT THE BEND OF THE SECTION AND 60.5
 AB6566'FT (18.4 M) EAST OF THE EAST EDGE OF THE SOUTHERN PORTION OF THE
 AB6566'ASPHALT SECTION.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 AB6566'AP 1973 STA D EWR AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 AB6566'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 THE
 AB6566'SOUTH PART OF THE AIRPORT AND NEAR THE NORTHWEST ROUNDED CORNER OF A
 AB6566'GRASS ISLAND FORMED BY RUNWAY 4R, TAXIWAY AA, AND TAXIWAY V.
 AB6566'OWNERSHIP--THE PORT AUTHORITY OF NY. AND NJ.  NEWARK INTERNATIONAL
 AB6566'AIRPORT, BUILDING 10 NEWARK, NJ. 07114.  AIRPORT DUTY MANAGER IS
 AB6566'DANIEL HARVEY, ASSISTANT DUTY MANAGER IS FRED VISAGGIO, PHONE
 AB6566'973-961-6025  OR  FAX 973-961-6611.  1 WEEK ADVANCE NOTICE AND A VALID
 AB6566'DRIVERS LICENSE ARE REQUIRED, ESCORT REQUIRED.
 AB6566'
 AB6566'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 1-9
 AB6566'NEAR THE NORTHWEST PART OF THE AIRPORT, GO EAST FOR 1.8 KM ON HIGHWAY
 AB6566'1-9 TO AN ENTRANCE TO THE AIRPORT ACCESS ROAD ALSO LEADING EAST.  TURN
 AB6566'AND GO EAST FOR 0.8 KM ON THE NORTH ACCESS TO AIRPORT PARKING LOTS G
 AB6566'AND H.  FOLLOW THE ROAD PAST LOT G TO A SHARP CURVE RIGHT, BEAR RIGHT,
 AB6566'SOUTH FOR 1.0 KM TO GUARD POST I ON THE RIGHT.  TURN RIGHT, WEST GO
 AB6566'THROUGH THE GATE THEN GO SOUTH FOR 2.8 KM ON THE PAVED INSIDE
 AB6566'PERIMETER ROAD TO A RIGHT IN THE ROAD.  BEAR RIGHT, WEST FOR 0.1 KM
 AB6566'THEN THRN RIGHT, NORTH FOR 0.5 KM TO THE STATION ON THE RIGHT.
 AB6566'
 AB6566'THE 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 EAST OF THE SOUTHEAST CORNER OF A STORM DRAIN,
 AB6566'AND THE MONUMENT IS ABOUT 0.3 M ABOVE THE TAXIWAY V LEVEL.
 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 = JULY 24, 2026 22:12:30 EDT
 JU2876 ***********************************************************************
 JU2876  DESIGNATION -  APPLE
 JU2876  PID         -  JU2876
 JU2876  STATE/COUNTY-  NJ/ATLANTIC
 JU2876  COUNTRY     -  US
 JU2876  USGS QUAD   -  MARMORA (2019)
 JU2876
 JU2876                         *CURRENT SURVEY CONTROL
 JU2876  ______________________________________________________________________
 JU2876* NAD 83(1996) POSITION- 39 20 55.95721(N) 074 42 01.84569(W)   ADJUSTED
 JU2876* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2876  ______________________________________________________________________
 JU2876  GEOID HEIGHT    -        -34.228 (meters)                     GEOID18
 JU2876  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2876.GEOID18 height accuracy estimate available here.
 JU2876
 JU2876.Click photographs - Photos may exist for this station.
 JU2876
 JU2876.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2876
 JU2876. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000512  x   0.99990368  =   0.99990880
 JU2876!UTM  18      -   1.00000512  x   0.99960820  =   0.99961332
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2580555535(NAD 83)
 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
 JU2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2876.See file dsdata.pdf to determine how the superseded data were derived.
 JU2876
 JU2876_MARKER: DS = TRIANGULATION STATION DISK
 JU2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2876_STAMPING: APPLE 1935
 JU2876_MARK LOGO: CGS
 JU2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2876+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2986 ***********************************************************************
 JU2986  DESIGNATION -  APPLE PIE HILL RESET
 JU2986  PID         -  JU2986
 JU2986  STATE/COUNTY-  NJ/BURLINGTON
 JU2986  COUNTRY     -  US
 JU2986  USGS QUAD   -  CHATSWORTH (2019)
 JU2986
 JU2986                         *CURRENT SURVEY CONTROL
 JU2986  ______________________________________________________________________
 JU2986* NAD 83(2011) POSITION- 39 48 26.63006(N) 074 35 22.52046(W)   ADJUSTED
 JU2986* NAD 83(2011) ELLIP HT-    29.469 (meters)        (06/27/12)   ADJUSTED
 JU2986* NAD 83(2011) EPOCH   -  2010.00
 JU2986* NAVD 88 ORTHO HEIGHT -    62.4   (meters)      205.    (feet) GPS OBS
 JU2986  ______________________________________________________________________
 JU2986  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU2986  GEOID HEIGHT    -        -33.188 (meters)                     GEOID93
 JU2986  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 JU2986  NAD 83(2011) X  -  1,303,797.002 (meters)                     COMP
 JU2986  NAD 83(2011) Y  - -4,730,047.941 (meters)                     COMP
 JU2986  NAD 83(2011) Z  -  4,061,599.336 (meters)                     COMP
 JU2986  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 JU2986
 JU2986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2986  Standards:
 JU2986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2986  -------------------------------------------------------------------
 JU2986  NETWORK    0.36   0.74           0.16   0.13   0.38      0.01499711
 JU2986  -------------------------------------------------------------------
 JU2986  Click here for local accuracies and other accuracy information.
 JU2986
 JU2986.The horizontal coordinates were established by GPS observations
 JU2986.and adjusted by the National Geodetic Survey in June 2012.
 JU2986
 JU2986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2986.been affixed to the stable North American tectonic plate. See 
 JU2986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2986
 JU2986.The horizontal coordinates are valid at the epoch date displayed above
 JU2986.which is a decimal equivalence of Year/Month/Day.
 JU2986
 JU2986.The orthometric height was determined by GPS observations and a
 JU2986.high-resolution geoid model.
 JU2986
 JU2986.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2986.GEOID18 height accuracy estimate available here.
 JU2986
 JU2986.Click photographs - Photos may exist for this station.
 JU2986
 JU2986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2986
 JU2986.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2986
 JU2986.The ellipsoidal height was determined by GPS observations
 JU2986.and is referenced to NAD 83.
 JU2986
 JU2986. The following values were computed from the NAD 83(2011) position.
 JU2986
 JU2986;                    North         East     Units Scale Factor Converg.
 JU2986;SPC NJ       -   108,135.166   142,328.964   MT  0.99990072   -0 03 26.5
 JU2986;SPC NJ       -   354,773.46    466,957.61   sFT  0.99990072   -0 03 26.5
 JU2986;UTM  18      - 4,406,461.105   535,130.840   MT  0.99961519   +0 15 45.9
 JU2986
 JU2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2986!SPC NJ       -   0.99999538  x   0.99990072  =   0.99989610
 JU2986!UTM  18      -   0.99999538  x   0.99961519  =   0.99961057
 JU2986
 JU2986:                Primary Azimuth Mark                     Grid Az
 JU2986:SPC NJ       -  STATE COLONY TALL SMOKE STACK            004 20 31.9
 JU2986:UTM  18      -  STATE COLONY TALL SMOKE STACK            004 01 19.5
 JU2986
 JU2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3513006461(NAD 83)
 JU2986
 JU2986|---------------------------------------------------------------------|
 JU2986| PID    Reference Object                     Distance      Geod. Az  |
 JU2986|                                                           dddmmss.s |
 JU2986| JU2983 STATE COLONY TALL SMOKE STACK       APPROX. 8.7 KM 0041705.4 |
 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  NAD 83(2007)-  39 48 26.63046(N)    074 35 22.52113(W) AD(2002.00) 0
 JU2986  ELLIP H (02/10/07)   29.477  (m)                       GP(2002.00)    
 JU2986  ELLIP H (10/23/02)   29.497  (m)                       GP(       ) 4 1
 JU2986  NAD 83(1996)-  39 48 26.63020(N)    074 35 22.52110(W) AD(       ) 1
 JU2986  ELLIP H (05/14/99)   29.475  (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)   29.449  (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  USSD        -  39 48 26.62200(N)    074 35 23.83300(W) AD(       ) 3
 JU2986
 JU2986.Superseded values are not recommended for survey control.
 JU2986
 JU2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2986.See file dsdata.pdf to determine how the superseded data were derived.
 JU2986
 JU2986_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2986_STAMPING: APPLE PIE HILL 1871 1984
 JU2986_MARK LOGO: NGS
 JU2986_PROJECTION: RECESSED 20 CENTIMETERS
 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     - 1871     MONUMENTED       COASUR
 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  HISTORY     - 20080223 POOR             GEOCAC
 JU2986  HISTORY     - 20190912 MARK NOT FOUND   NJGS
 JU2986
 JU2986                          STATION DESCRIPTION
 JU2986
 JU2986'DESCRIBED BY COAST SURVEY (CGS) 1871 (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 VERY
 JU2986'LARGE HOLE WAS DUG AND ABOUT 2-1/2 FEET BELOW THE SURFACE OF THE
 JU2986'GROUND A 6 INCH SQUARE GRANITE MONUMENT WAS FOUND WITH A 3/4 INCH
 JU2986'ROUND DRILL HOLE IN THE TOP.  THE DRILL HOLE WAS ABOUT 3/4 INCH DEEP
 JU2986'AND IN THE EXACT CENTER OF THE GRANITE POST.  THIS IS BELIEVED TO BE
 JU2986'THE ORIGINAL GRANITE POST WHICH WAS SET IN THE PAST AND REMARKED IN
 JU2986'1928.  A NEW SURFACE DISK WAS SET OVER THE DRILL HOLE AND THE
 JU2986'REFERENCE MARKS CHECKED AFTER REFERENCE MARK 2 WAS REPAIRED.
 JU2986'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION AND THERE WAS NO EVIDENCE
 JU2986'THAT IT WAS EVER DISTURBED.  REFERENCE MARK 2 WAS FOUND TILTED TO THE
 JU2986'WEST ABOUT 5 DEGREES.  IT WAS STRAIGHTENED UP AND IT IS BELIEVED TO BE
 JU2986'IN THE VERY NEAR SAME POSITION AS ORIGINALLY ESTABLISHED.  THE SLOPE
 JU2986'DISTANCE TO BOTH MARKS WERE WITHIN CLOSE AGREEMENT WITH THE 1935
 JU2986'OBSERVATIONS, HOWEVER A SHORTER HORIZONTAL DISTANCE WAS NOTED.  THE
 JU2986'ANGLE BETWEEN THE REFERENCE MARKS WERE WITHIN CLOSE AGREEMENT WITH THE
 JU2986'1935 OBSERVATIONS.  THE AZIMUTH MARK (STATE COLONY, TALL BRICK
 JU2986'SMOKESTACK) NO LONGER EXISTS.
 JU2986'
 JU2986'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2986'
 JU2986'THE STATION IS LOCATED 15 MILES NORTHEAST OF HAMMONTON, 3 MILES WEST
 JU2986'OF CHATSWORTH AND ON APPLE PIE HILL IN THE WHARTON STATE FOREST.  THE
 JU2986'PROPERTY IS OWNED BY THE STATE OF NEW JERSEY.
 JU2986'
 JU2986'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CHATSWORTH, GO
 JU2986'WESTERLY ON A PAVED ROAD FOR 1.5 MILES TO A SIDE ROAD LEFT BETWEEN TWO
 JU2986'BRICK PILLARS.  TURN LEFT AND GO SOUTH ON A SAND ROAD FOR 0.3 MILE TO
 JU2986'A FORK.  KEEP RIGHT AND GO SOUTH AND SOUTHWEST ON A SAND ROAD FOR 0.9
 JU2986'MILE TO A FORK.  KEEP LEFT AND CONTINUE SOUTHWEST AND WEST ON THE SAND
 JU2986'ROAD FOR 0.75 MILE TO A CROSSROADS AT THE BASE OF APPLE PIE HILL ON
 JU2986'THE LEFT.  KEEP STRAIGHT AHEAD AND FOLLOW WINDING SAND ROAD WEST,
 JU2986'SOUTH AND EAST FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 JU2986'
 JU2986'THE STATION MARK IS A STANDARD DISK STAMPED APPLE PIE HILL 1871 1974,
 JU2986'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 JU2986'WITH THE SURFACE OF THE GROUND.  IT IS 60.5 FEET NORTHWEST OF THE OLD
 JU2986'APPLE PIE HILL LOOKOUT TOWER, 52 FEET WEST-NORTHWEST OF THE NORTHWEST
 JU2986'LEG OF THE LOOKOUT TOWER, 34.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 JU2986'OF A BLOCK BUILDING, 25 FEET SOUTH OF THE EAST ONE OF TWO LARGE
 JU2986'HIGHLINE POLES AND 2 FEET NORTHWEST OF A WITNESS POST.  (NOTE 1A AND
 JU2986'DESC.)
 JU2986'
 JU2986'REFERENCE MARK 1 IS A STANDARD DISK STAMPED APPLE PIE HILL NO 1 1932,
 JU2986'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU2986'2-INCHES.  IT IS 69 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BLOCK
 JU2986'BUILDING, 442 FEET SOUTHEAST OF THE WITNESS POST, 22.5 FEET WEST OF
 JU2986'THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 4 FEET EAST OF A TRAIL.
 JU2986'(NOTE 11A)
 JU2986'
 JU2986'REFERENCE MARK 2 IS A STANDARD DISK STAMPED APPLE PIE HILL NO 2 1932,
 JU2986'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU2986'4-INCHES.  IT IS 105 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 JU2986'TOWER, 85 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BLOCK
 JU2986'BUILDING, 61.5 FEET SOUTHWEST OF THE WITNESS POST AND 12 FEET SOUTH OF
 JU2986'THE CENTER OF THE ROAD LEADING TO THE STATION.  (NOTE 11A)
 JU2986'
 JU2986'NO OTHER OBJECTS VISIBLE FROM THE GROUND.  THIS STATION IS LOCATED IN
 JU2986'THICK PINE TREES.
 JU2986'
 JU2986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES WEST OF
 JU2986'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.  THIS WAS
 JU2986'WRITTEN IN 1984 BY RALPH POUST.  THAT DESCRIPTION IS HEREIN REWRITTEN
 JU2986'BECAUSE REFERENCE MARKS HE OBSERVED ARE GONE. REFERENCE MARK 5 WAS SET
 JU2986'IN PLACE OF REFERENCE MARK 4. ONLY A DISTANCE WAS MEASURED NO ANGLES.
 JU2986'
 JU2986'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF CHATSWORTH
 JU2986'AND 12.6 KM (7.0 MI) SOUTHEAST OF TABERNACLE.  OWNERSHIP--LEASED BY
 JU2986'STATE, OFFICE 609 720 9010 TOWER 726 1744.
 JU2986'
 JU2986'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 563 AND 532 IN
 JU2986'CHATSWORTH, GO SOUTHWEST ON STATE ROUTE 532 FOR 2.3 KM (1.5 MI) TO A
 JU2986'ROAD LEFT AT TWO BRICK PILLARS.  TURN LEFT AND GO SOUTHWEST ON RINGLER
 JU2986'AVENUE FOR 0.5 KM (0.3 MI) TO WHERE PAVED ROAD TURNS LEFT.  CONTINUE
 JU2986'AHEAD ON THE MAIN SAND ROAD FOR 2.7 KM (1.7 MI) TO THE STATION AT THE
 JU2986'TOP OF A HILL WEST OF A FIRE TOWER.
 JU2986'
 JU2986'THE STATION IS A STANDARD NGS DISK STAMPED
 JU2986'---APPLE PIE HILL 1871 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 JU2986'MONUMENT 30 CM IN DIAMETER RECESSED 20 CM BELOW GROUND.  LOCATED 16.51
 JU2986'METERS (54.15 FT) NORTHWEST FROM A DRILL HOLE IN THE SOUTHWEST CORNER
 JU2986'OF THE SOUTHWEST LEG BASE OF THE TOWER, 16.0 METERS (52.48 FT) WEST
 JU2986'FROM A DRILL HOLE IN THE NORTHEAST CORNER OF THE NORTHWEST LEG BASE OF
 JU2986'THE TOWER, 9.30 METERS (30.50 FT) SOUTH FROM A DRILL HOLE ON THE SOUTH
 JU2986'SIDE OF A ROUND CONCRETE FOUNDATION AND IN LINE WITH A DRILL HOLE ON
 JU2986'THE NORTH SIDE OF THE FOUNDATION, 11.5 METERS (37.7 FT) NORTH FROM A
 JU2986'WITNESS POST, 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 CORNER
 JU2986'OF THGE CONCRETE FOUNDATION.       K THE UNDERGROUND MARK IS A
 JU2986'STANDARD NGS DISK STAMPED ---APPLE PIE HILL 1871 1984---, SET INTO AN
 JU2986'IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 JU2986'
 JU2986'REFERENCE MARK NO. 4 IS A STANDARD NJGS DISK STAMPED
 JU2986'---APPLE PIE HILL 1871 1984 NO 5 1988---, SET INTO THE TOP OF A SQUARE
 JU2986'CONCRETE MONUMENT 30 CM ON SIDE PROJECTING 20 CM ABOVE GROUND.
 JU2986'LOCATED 31.8 METERS (104.2 FT) WEST-SOUTHWEST FROM THE SOUTHWEST LEG
 JU2986'OF THE TOWER, 17.5 METERS (57.5 FT) WEST FROM A WITNESS POST AND 2.7
 JU2986'METERS (9.0 FT) SOUTH FROM THE CENTER OF THE ROAD.  MARK IS 0.4 METERS
 JU2986'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.
 JU2986
 JU2986                          STATION RECOVERY (2008)
 JU2986
 JU2986'RECOVERY NOTE BY GEOCACHING 2008 (CAJ)
 JU2986'CONCRETE AROUND DISK WAS BROKEN, PEOPLE HAVE BEEN PICKING UP THE DISK,
 JU2986'I DID SEE SOMEONE PLACE IT BACK DOWN ON THE GROUND, BUT AM WORRIED
 JU2986'SOMEONE WILL TAKE IT HOME.
 JU2986
 JU2986                          STATION RECOVERY (2019)
 JU2986
 JU2986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU2986'USED GPS TO FIND CONCRETE MONUMENT MINUS DISK.  TIES MATCHED AND
 JU2986'PREVIOUS DESCRIPTION SUPPORTS CONCLUSION THAT THE DISK HAS BEEN
 JU2986'REMOVED.  PHOTO TAKEN OF LOCATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4264 ***********************************************************************
 JU4264  DESIGNATION -  APRON
 JU4264  PID         -  JU4264
 JU4264  STATE/COUNTY-  NJ/ATLANTIC
 JU4264  COUNTRY     -  US
 JU4264  USGS QUAD   -  PLEASANTVILLE (2019)
 JU4264
 JU4264                         *CURRENT SURVEY CONTROL
 JU4264  ______________________________________________________________________
 JU4264* NAD 83(2011) POSITION- 39 26 57.86168(N) 074 33 44.16430(W)   ADJUSTED
 JU4264* NAD 83(2011) ELLIP HT-   -15.480 (meters)        (06/27/12)   ADJUSTED
 JU4264* NAD 83(2011) EPOCH   -  2010.00
 JU4264* NAVD 88 ORTHO HEIGHT -    18.2   (meters)       60.    (feet) VERTCON3
 JU4264  ______________________________________________________________________
 JU4264  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 JU4264  NAD 83(2011) X  -  1,312,791.281 (meters)                     COMP
 JU4264  NAD 83(2011) Y  - -4,753,828.451 (meters)                     COMP
 JU4264  NAD 83(2011) Z  -  4,030,957.757 (meters)                     COMP
 JU4264  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 JU4264
 JU4264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4264  Standards:
 JU4264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4264  -------------------------------------------------------------------
 JU4264  NETWORK    4.16  11.37           0.91   2.06   5.80      0.10335209
 JU4264  -------------------------------------------------------------------
 JU4264  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4264
 JU4264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4264.been affixed to the stable North American tectonic plate. See 
 JU4264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4264
 JU4264.The horizontal coordinates are valid at the epoch date displayed above
 JU4264.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4264.GEOID18 height accuracy estimate available here.
 JU4264
 JU4264.Click photographs - Photos may exist for this station.
 JU4264
 JU4264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4264
 JU4264.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4264
 JU4264.The ellipsoidal height was determined by GPS observations
 JU4264.and is referenced to NAD 83.
 JU4264
 JU4264. The following values were computed from the NAD 83(2011) position.
 JU4264
 JU4264;                    North         East     Units Scale Factor Converg.
 JU4264;SPC NJ       -    68,390.281   144,640.783   MT  0.99990035   -0 02 22.4
 JU4264;SPC NJ       -   224,377.11    474,542.30   sFT  0.99990035   -0 02 22.4
 JU4264;UTM  18      - 4,366,740.997   537,663.120   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3766366740(NAD 83)
 JU4264
 JU4264                          SUPERSEDED SURVEY CONTROL
 JU4264
 JU4264  NAD 83(2007)-  39 26 57.86225(N)    074 33 44.16632(W) AD(2002.00) 0
 JU4264  ELLIP H (02/10/07)  -15.442  (m)                       GP(2002.00)    
 JU4264  ELLIP H (09/23/02)  -15.504  (m)                       GP(       ) 4 2
 JU4264  NAD 83(1996)-  39 26 57.86327(N)    074 33 44.16437(W) AD(       ) B
 JU4264  ELLIP H (07/24/97)  -15.476  (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)  -15.549  (m)                       GP(       ) 4 1
 JU4264  NGVD 29 (10/07/92)   18.6    (m)  GEOID90  model used  GPS OBS        
 JU4264
 JU4264.Superseded values are not recommended for survey control.
 JU4264
 JU4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4264.See file dsdata.pdf to determine how the superseded data were derived.
 JU4264
 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 - 1992
 JU4264
 JU4264  HISTORY     - Date     Condition        Report By
 JU4264  HISTORY     - 19911206 MONUMENTED       NGS
 JU4264  HISTORY     - 1992     GOOD             FAA
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3916 ***********************************************************************
 KV3916  DESIGNATION -  APT
 KV3916  PID         -  KV3916
 KV3916  STATE/COUNTY-  NJ/BERGEN
 KV3916  COUNTRY     -  US
 KV3916  USGS QUAD   -  WEEHAWKEN (2016)
 KV3916
 KV3916                         *CURRENT SURVEY CONTROL
 KV3916  ______________________________________________________________________
 KV3916* NAD 83(2011) POSITION- 40 51 58.81500(N) 074 01 49.83616(W)   ADJUSTED
 KV3916* NAD 83(2011) ELLIP HT-     1.125 (meters)        (06/27/12)   ADJUSTED
 KV3916* NAD 83(2011) EPOCH   -  2010.00
 KV3916* NAVD 88 ORTHO HEIGHT -    33.0   (meters)      108.    (feet) GPS OBS
 KV3916  ______________________________________________________________________
 KV3916  NAVD 88 orthometric height was determined with an earlier geoid model
 KV3916  GEOID HEIGHT    -        -31.820 (meters)                     GEOID18
 KV3916  NAD 83(2011) X  -  1,328,943.124 (meters)                     COMP
 KV3916  NAD 83(2011) Y  - -4,643,907.080 (meters)                     COMP
 KV3916  NAD 83(2011) Z  -  4,151,210.003 (meters)                     COMP
 KV3916  LAPLACE CORR    -          8.13  (seconds)                    DEFLEC18
 KV3916
 KV3916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV3916  Standards:
 KV3916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV3916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV3916  -------------------------------------------------------------------
 KV3916  NETWORK    0.49   0.78           0.19   0.21   0.40      0.12180692
 KV3916  -------------------------------------------------------------------
 KV3916  Click here for local accuracies and other accuracy information.
 KV3916
 KV3916.The horizontal coordinates were established by GPS observations
 KV3916.and adjusted by the National Geodetic Survey in June 2012.
 KV3916
 KV3916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV3916.been affixed to the stable North American tectonic plate. See 
 KV3916.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV3916
 KV3916.The horizontal coordinates are valid at the epoch date displayed above
 KV3916.which is a decimal equivalence of Year/Month/Day.
 KV3916
 KV3916.The orthometric height was determined by GPS observations and a
 KV3916.high-resolution geoid model.
 KV3916
 KV3916.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3916.GEOID18 height accuracy estimate available here.
 KV3916
 KV3916.Click photographs - Photos may exist for this station.
 KV3916
 KV3916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3916
 KV3916.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3916
 KV3916.The ellipsoidal height was determined by GPS observations
 KV3916.and is referenced to NAD 83.
 KV3916
 KV3916. The following values were computed from the NAD 83(2011) position.
 KV3916
 KV3916;                    North         East     Units Scale Factor Converg.
 KV3916;SPC NJ       -   225,811.572   189,576.421   MT  0.99991927   +0 18 25.9
 KV3916;SPC NJ       -   740,850.13    621,968.64   sFT  0.99991927   +0 18 25.9
 KV3916;SPC NY E     -   225,811.572   189,576.421   MT  0.99991927   +0 18 25.9
 KV3916;SPC NY E     -   740,850.13    621,968.64   sFT  0.99991927   +0 18 25.9
 KV3916;UTM  18      - 4,524,371.715   581,700.651   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       -  HACKENSACK ST JOSEPHS CATH CH            244 39 06.9
 KV3916:SPC NY E     -  HACKENSACK ST JOSEPHS CATH CH            244 39 06.9
 KV3916:UTM  18      -  HACKENSACK ST JOSEPHS CATH CH            244 19 29.1
 KV3916
 KV3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8170024371(NAD 83)
 KV3916
 KV3916|---------------------------------------------------------------------|
 KV3916| PID    Reference Object                     Distance      Geod. Az  |
 KV3916|                                                           dddmmss.s |
 KV3916| KV3886 BOGOTA HIGH SCHOOL CUPOLA           APPROX. 1.4 KM 0241715.6 |
 KV3916| KV3965 RIDGEFIELD PK NEIGHB REFORM CH      APPROX. 0.7 KM 0972904.5 |
 KV3916| KV3938 RIDGEFIELD PARK MUN BLDG CUP        APPROX. 1.0 KM 1531738.3 |
 KV3916| KV3948 HACKENSACK SHULTZ CO STACK          APPROX. 0.5 KM 2153258.0 |
 KV3916| KV3944 HACKENSACK ST JOSEPHS CATH CH       APPROX. 0.7 KM 2445732.8 |
 KV3916| KV3964 HACKENSACK CH IMM CONC SPIRE        APPROX. 1.0 KM 2671220.1 |
 KV3916| KV3959 BOGOTA CONTINENTAL PAPER CHIM       366.828 METERS 30529     |
 KV3916| KV3928 HACKENSACK PUB SERV CHIMNEY         APPROX. 1.0 KM 3070149.2 |
 KV3916| KV3929 HACKENSACK PUB SERV GAS HOLDER      APPROX. 0.9 KM 3092942.5 |
 KV3916| KV3922 HACKENSACK HARRY GLUCKIN STACK      APPROX. 1.3 KM 3172441.2 |
 KV3916| KV3883 HACKENSACK BERGEN CTHSE FLAG        APPROX. 1.8 KM 3201545.8 |
 KV3916| KV3910 HACKENSACK BERGEN CTHSE DOME        APPROX. 1.8 KM 3203318.0 |
 KV3916| KV3887 HACKENSACK CITY INCIN CHIMNEY       APPROX. 1.5 KM 3253535.7 |
 KV3916| KV3931 BOGOTA FED PAPER BOARD TANK         395.541 METERS 32545     |
 KV3916| KV3930 BOGOTA FED PAPER BOARD CHIMNEY      421.105 METERS 3262518.7 |
 KV3916| KV3890 BOGOTA GEORGE M BREWSTER STACK      APPROX. 1.6 KM 3350254.4 |
 KV3916| KV3891 HACKENSACK CITY NATL BANK FLAG      APPROX. 2.4 KM 3360437.6 |
 KV3916| KV3905 HACKENSACK FIRST PRESB CHURCH       APPROX. 2.9 KM 3403030.0 |
 KV3916| KV3901 HACKENSACK HOLY TRINITY CHURCH      APPROX. 3.2 KM 3441237.2 |
 KV3916| KV3902 HACKENSACK SEARS FLAGPOLE           APPROX. 3.0 KM 3454425.9 |
 KV3916|---------------------------------------------------------------------|
 KV3916
 KV3916                          SUPERSEDED SURVEY CONTROL
 KV3916
 KV3916  NAD 83(2007)-  40 51 58.81522(N)    074 01 49.83697(W) AD(2002.00) 0
 KV3916  ELLIP H (02/10/07)    1.145  (m)                       GP(2002.00)    
 KV3916  ELLIP H (10/23/02)    1.156  (m)                       GP(       ) 4 1
 KV3916  NAD 83(1996)-  40 51 58.81537(N)    074 01 49.83774(W) AD(       ) 1
 KV3916  ELLIP H (05/14/99)    1.155  (m)                       GP(       ) 4 1
 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
 KV3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3916.See file dsdata.pdf to determine how the superseded data were derived.
 KV3916
 KV3916_MARKER: DS = TRIANGULATION STATION DISK
 KV3916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3916_SP_SET: BUILDING ROOF
 KV3916_STAMPING: APT 1932
 KV3916_MARK LOGO: CGS
 KV3916_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 AB3786 ***********************************************************************
 AB3786  DESIGNATION -  ARH HAMMONTON
 AB3786  PID         -  AB3786
 AB3786  STATE/COUNTY-  NJ/ATLANTIC
 AB3786  COUNTRY     -  US
 AB3786  USGS QUAD   -  NEWTONVILLE (2019)
 AB3786
 AB3786                         *CURRENT SURVEY CONTROL
 AB3786  ______________________________________________________________________
 AB3786* NAD 83(2011) POSITION- 39 37 23.93270(N) 074 46 30.03521(W)   ADJUSTED
 AB3786* NAD 83(2011) ELLIP HT-    -9.173 (meters)        (06/27/12)   ADJUSTED
 AB3786* NAD 83(2011) EPOCH   -  2010.00
 AB3786* NAVD 88 ORTHO HEIGHT -    24.3   (meters)       80.    (feet) GPS OBS
 AB3786  ______________________________________________________________________
 AB3786  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB3786  GEOID HEIGHT    -        -33.445 (meters)                     GEOID99
 AB3786  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 AB3786  NAD 83(2011) X  -  1,291,904.612 (meters)                     COMP
 AB3786  NAD 83(2011) Y  - -4,746,815.176 (meters)                     COMP
 AB3786  NAD 83(2011) Z  -  4,045,852.724 (meters)                     COMP
 AB3786  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 AB3786
 AB3786  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3786  Standards:
 AB3786         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3786            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3786  -------------------------------------------------------------------
 AB3786  NETWORK    0.45   0.92           0.20   0.16   0.47      0.00006306
 AB3786  -------------------------------------------------------------------
 AB3786  Click here for local accuracies and other accuracy information.
 AB3786
 AB3786.The horizontal coordinates were established by GPS observations
 AB3786.and adjusted by the National Geodetic Survey in June 2012.
 AB3786
 AB3786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3786.been affixed to the stable North American tectonic plate. See 
 AB3786.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3786
 AB3786.The horizontal coordinates are valid at the epoch date displayed above
 AB3786.which is a decimal equivalence of Year/Month/Day.
 AB3786
 AB3786.The orthometric height was determined by GPS observations and a
 AB3786.high-resolution geoid model.
 AB3786
 AB3786.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3786.GEOID18 height accuracy estimate available here.
 AB3786
 AB3786.Click photographs - Photos may exist for this station.
 AB3786
 AB3786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3786
 AB3786.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3786
 AB3786.The ellipsoidal height was determined by GPS observations
 AB3786.and is referenced to NAD 83.
 AB3786
 AB3786. The following values were computed from the NAD 83(2011) position.
 AB3786
 AB3786;                    North         East     Units Scale Factor Converg.
 AB3786;SPC NJ       -    87,730.968   126,389.667   MT  0.99990686   -0 10 31.4
 AB3786;SPC NJ       -   287,830.68    414,663.43   sFT  0.99990686   -0 10 31.4
 AB3786;UTM  18      - 4,385,974.369   519,310.218   MT  0.99960459   +0 08 36.5
 AB3786
 AB3786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3786!SPC NJ       -   1.00000144  x   0.99990686  =   0.99990830
 AB3786!UTM  18      -   1.00000144  x   0.99960459  =   0.99960603
 AB3786
 AB3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1931085974(NAD 83)
 AB3786
 AB3786                          SUPERSEDED SURVEY CONTROL
 AB3786
 AB3786  NAD 83(2007)-  39 37 23.93302(N)    074 46 30.03593(W) AD(2002.00) 0
 AB3786  ELLIP H (02/10/07)   -9.165  (m)                       GP(2002.00)    
 AB3786  ELLIP H (09/23/02)   -9.104  (m)                       GP(       ) 4 1
 AB3786  NAD 83(1996)-  39 37 23.93330(N)    074 46 30.03614(W) AD(       ) A
 AB3786  ELLIP H (07/24/97)   -9.115  (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)   -9.115  (m)                       GP(1996.00) 1 1
 AB3786  NAVD 88 (08/14/98)   24.3    (m)  GEOID96  model used  GPS OBS        
 AB3786  NAVD 88 (07/24/97)   24.2    (m)  G96SSS   model used  GPS OBS        
 AB3786  NAVD 88 (06/07/96)   24.8    (m)  GEOID93  model used  GPS OBS        
 AB3786
 AB3786.Superseded values are not recommended for survey control.
 AB3786
 AB3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3786.See file dsdata.pdf to determine how the superseded data were derived.
 AB3786
 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 - May 31, 2012
 AB3786
 AB3786  HISTORY     - Date     Condition        Report By
 AB3786  HISTORY     - 1994     MONUMENTED       NJGS
 AB3786  HISTORY     - 19961211 GOOD             NJGS
 AB3786  HISTORY     - 19990719 GOOD             NJGS
 AB3786  HISTORY     - 20070421 GOOD             UE
 AB3786  HISTORY     - 20120531 GOOD             INDIV
 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.
 AB3786
 AB3786                          STATION RECOVERY (2007)
 AB3786
 AB3786'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB3786'RECOVERED IN GOOD CONDITION.
 AB3786
 AB3786                          STATION RECOVERY (2012)
 AB3786
 AB3786'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 AB3786'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4136 ***********************************************************************
 KV4136  DESIGNATION -  ARLINGTON
 KV4136  PID         -  KV4136
 KV4136  STATE/COUNTY-  NJ/HUDSON
 KV4136  COUNTRY     -  US
 KV4136  USGS QUAD   -  ORANGE (2016)
 KV4136
 KV4136                         *CURRENT SURVEY CONTROL
 KV4136  ______________________________________________________________________
 KV4136* NAD 83(1996) POSITION- 40 46 34.39431(N) 074 08 58.25216(W)   ADJUSTED
 KV4136* NAVD 88 ORTHO HEIGHT -    14.    (meters)       46.    (feet) SCALED
 KV4136  ______________________________________________________________________
 KV4136  GEOID HEIGHT    -        -32.246 (meters)                     GEOID18
 KV4136  LAPLACE CORR    -          5.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4136.GEOID18 height accuracy estimate available here.
 KV4136
 KV4136.Click photographs - Photos may exist for this station.
 KV4136
 KV4136.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4136
 KV4136. The following values were computed from the NAD 83(1996) position.
 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       -  CHILD                                    220 53 13.5
 KV4136:SPC NY L     -  CHILD                                    221 12 49.7
 KV4136:UTM  18      -  CHILD                                    220 33 37.9
 KV4136
 KV4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7176814263(NAD 83)
 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  USSD        -  40 46 34.39000(N)    074 08 59.62400(W) AD(       ) 3
 KV4136
 KV4136.Superseded values are not recommended for survey control.
 KV4136
 KV4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4136.See file dsdata.pdf to determine how the superseded data were derived.
 KV4136
 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 = JULY 24, 2026 22:12:30 EDT
 KV4137 ***********************************************************************
 KV4137  DESIGNATION -  ARLINGTON COMPANY CHIMNEY
 KV4137  PID         -  KV4137
 KV4137  STATE/COUNTY-  NJ/HUDSON
 KV4137  COUNTRY     -  US
 KV4137  USGS QUAD   -  ORANGE (2016)
 KV4137
 KV4137                         *CURRENT SURVEY CONTROL
 KV4137  ______________________________________________________________________
 KV4137* NAD 83(1996) POSITION- 40 46 03.67932(N) 074 08 10.16817(W)   ADJUSTED
 KV4137  ______________________________________________________________________
 KV4137  GEOID HEIGHT    -        -32.210 (meters)                     GEOID18
 KV4137  LAPLACE CORR    -          6.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4137.GEOID18 height accuracy estimate available here.
 KV4137
 KV4137.Click photographs - Photos may exist for this station.
 KV4137
 KV4137.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4137
 KV4137. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7290513327(NAD 83)
 KV4137
 KV4137                          SUPERSEDED SURVEY CONTROL
 KV4137
 KV4137  NAD 83(1996)-  40 46 03.67932(N)    074 08 10.16840(W) AD(       ) 3
 KV4137  NAD 83(1986)-  40 46 03.67734(N)    074 08 10.17369(W) AD(       ) 3
 KV4137  NAD 27      -  40 46 03.25000(N)    074 08 11.67200(W) AD(       ) 3
 KV4137  USSD        -  40 46 03.63000(N)    074 08 11.56000(W) AD(       ) 3
 KV4137
 KV4137.Superseded values are not recommended for survey control.
 KV4137
 KV4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4137.See file dsdata.pdf to determine how the superseded data were derived.
 KV4137
 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 = JULY 24, 2026 22:12:30 EDT
 KV5514 ***********************************************************************
 KV5514  DESIGNATION -  ARNEY 2
 KV5514  PID         -  KV5514
 KV5514  STATE/COUNTY-  NJ/BURLINGTON
 KV5514  COUNTRY     -  US
 KV5514  USGS QUAD   -  COLUMBUS (2016)
 KV5514
 KV5514                         *CURRENT SURVEY CONTROL
 KV5514  ______________________________________________________________________
 KV5514* NAD 83(1996) POSITION- 40 00 28.36451(N) 074 42 21.74224(W)   ADJUSTED
 KV5514* NAVD 88 ORTHO HEIGHT -    69.49  (+/-2cm)      228.0   (feet) VERTCON3
 KV5514  ______________________________________________________________________
 KV5514  GEOID HEIGHT    -        -32.590 (meters)                     GEOID18
 KV5514  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 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
 KV5514.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5514.GEOID18 height accuracy estimate available here.
 KV5514
 KV5514.The vertical order pertains to the NGVD 29 superseded value.
 KV5514
 KV5514.Click photographs - Photos may exist for this station.
 KV5514
 KV5514.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5514
 KV5514. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999421  x   0.99990381  =   0.99989802
 KV5514!SPC PA S     -   0.99999421  x   0.99998918  =   0.99998339
 KV5514!UTM  18      -   0.99999421  x   0.99960775  =   0.99960196
 KV5514
 KV5514:                Primary Azimuth Mark                     Grid Az
 KV5514:SPC NJ       -  ARNEY 2 AZ MK                            226 50 37.7
 KV5514:SPC PA S     -  ARNEY 2 AZ MK                            224 44 11.2
 KV5514:UTM  18      -  ARNEY 2 AZ MK                            226 31 20.5
 KV5514
 KV5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2508928673(NAD 83)
 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         59.691 METERS 05720     |
 KV5514| CB5652 ARNEY 2 AZ MK                                      2264240.8 |
 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
 KV5514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5514.See file dsdata.pdf to determine how the superseded data were derived.
 KV5514
 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       USACE
 KV5514  HISTORY     - 1940     GOOD             NJGS
 KV5514  HISTORY     - 1947     GOOD             CGS
 KV5514
 KV5514                          STATION DESCRIPTION
 KV5514
 KV5514'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3403 ***********************************************************************
 JU3403  DESIGNATION -  ARNOLD
 JU3403  PID         -  JU3403
 JU3403  STATE/COUNTY-  NJ/SALEM
 JU3403  COUNTRY     -  US
 JU3403  USGS QUAD   -  CANTON (2019)
 JU3403
 JU3403                         *CURRENT SURVEY CONTROL
 JU3403  ______________________________________________________________________
 JU3403* NAD 83(1996) POSITION- 39 23 15.71871(N) 075 25 39.86570(W)   ADJUSTED
 JU3403* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3403  ______________________________________________________________________
 JU3403  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 JU3403  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3403.GEOID18 height accuracy estimate available here.
 JU3403
 JU3403.Click photographs - Photos may exist for this station.
 JU3403
 JU3403.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3403
 JU3403. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000520  x   0.99961671  =   0.99962191
 JU3403
 JU3403:                Primary Azimuth Mark                     Grid Az
 JU3403:SPC NJ       -  DUNKS USE 1932                           134 30 52.3
 JU3403:UTM  18      -  DUNKS USE 1932                           134 11 50.0
 JU3403
 JU3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6316459888(NAD 83)
 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
 JU3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3403.See file dsdata.pdf to determine how the superseded data were derived.
 JU3403
 JU3403_MARKER: DS = TRIANGULATION STATION DISK
 JU3403_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3403_STAMPING: ARNOLD 1933
 JU3403_MARK LOGO: CGS
 JU3403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU3404 ***********************************************************************
 JU3404  DESIGNATION -  ARNOLD
 JU3404  PID         -  JU3404
 JU3404  STATE/COUNTY-  NJ/SALEM
 JU3404  COUNTRY     -  US
 JU3404  USGS QUAD   -  CANTON (2019)
 JU3404
 JU3404                         *CURRENT SURVEY CONTROL
 JU3404  ______________________________________________________________________
 JU3404* NAD 83(1996) POSITION- 39 23 19.81947(N) 075 25 43.31999(W)   ADJUSTED
 JU3404* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3404  ______________________________________________________________________
 JU3404  GEOID HEIGHT    -        -33.852 (meters)                     GEOID18
 JU3404  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3404.GEOID18 height accuracy estimate available here.
 JU3404
 JU3404.Click photographs - Photos may exist for this station.
 JU3404
 JU3404.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3404
 JU3404. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000520  x   0.99961678  =   0.99962198
 JU3404
 JU3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6308260015(NAD 83)
 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
 JU3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3404.See file dsdata.pdf to determine how the superseded data were derived.
 JU3404
 JU3404_MARKER: Z = SEE DESCRIPTION
 JU3404_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU3404_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3404_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = JULY 24, 2026 22:12:30 EDT
 AA9230 ***********************************************************************
 AA9230  CBN         -  This is a Cooperative Base Network Control Station.
 AA9230  PACS        -  This is a Primary Airport Control Station.
 AA9230  DESIGNATION -  ARP AIY
 AA9230  PID         -  AA9230
 AA9230  STATE/COUNTY-  NJ/ATLANTIC
 AA9230  COUNTRY     -  US
 AA9230  USGS QUAD   -  ATLANTIC CITY (2019)
 AA9230
 AA9230                         *CURRENT SURVEY CONTROL
 AA9230  ______________________________________________________________________
 AA9230* NAD 83(2011) POSITION- 39 21 36.67824(N) 074 27 25.36127(W)   ADJUSTED
 AA9230* NAD 83(2011) ELLIP HT-   -32.371 (meters)        (06/27/12)   ADJUSTED
 AA9230* NAD 83(2011) EPOCH   -  2010.00
 AA9230* NAVD 88 ORTHO HEIGHT -     2.020 (meters)        6.63  (feet) ADJUSTED
 AA9230  ______________________________________________________________________
 AA9230  GEOID HEIGHT    -        -34.399 (meters)                     GEOID18
 AA9230  NAD 83(2011) X  -  1,323,200.793 (meters)                     COMP
 AA9230  NAD 83(2011) Y  - -4,757,454.757 (meters)                     COMP
 AA9230  NAD 83(2011) Z  -  4,023,293.489 (meters)                     COMP
 AA9230  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 AA9230  DYNAMIC HEIGHT  -          2.018 (meters)        6.62  (feet) COMP
 AA9230  MODELED GRAVITY -    980,107.3   (mgal)                       NAVD 88
 AA9230
 AA9230  VERT ORDER      -  FIRST     CLASS II
 AA9230
 AA9230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9230  Standards:
 AA9230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9230  -------------------------------------------------------------------
 AA9230  NETWORK    0.36   0.67           0.16   0.13   0.34      0.01820060
 AA9230  -------------------------------------------------------------------
 AA9230  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9230
 AA9230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9230.been affixed to the stable North American tectonic plate. See 
 AA9230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9230
 AA9230.The horizontal coordinates are valid at the epoch date displayed above
 AA9230.which is a decimal equivalence of Year/Month/Day.
 AA9230
 AA9230.The orthometric height was determined by differential leveling and
 AA9230.adjusted by the NATIONAL GEODETIC SURVEY
 AA9230.in August 2018.
 AA9230
 AA9230.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9230.GEOID18 height accuracy estimate available here.
 AA9230
 AA9230.Click photographs - Photos may exist for this station.
 AA9230
 AA9230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9230
 AA9230.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9230
 AA9230.The ellipsoidal height was determined by GPS observations
 AA9230.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA9230
 AA9230;                    North         East     Units Scale Factor Converg.
 AA9230;SPC NJ       -    58,485.074   153,701.745   MT  0.99990017   +0 01 38.1
 AA9230;SPC NJ       -   191,879.78    504,269.81   sFT  0.99990017   +0 01 38.1
 AA9230;UTM  18      - 4,356,888.877   546,776.280   MT  0.99962694   +0 20 39.6
 AA9230
 AA9230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9230!SPC NJ       -   1.00000508  x   0.99990017  =   0.99990525
 AA9230!UTM  18      -   1.00000508  x   0.99962694  =   0.99963202
 AA9230
 AA9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4677656888(NAD 83)
 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  NAD 83(2007)-  39 21 36.67877(N)    074 27 25.36208(W) AD(2002.00) 0
 AA9230  ELLIP H (02/10/07)  -32.363  (m)                       GP(2002.00)    
 AA9230  ELLIP H (09/23/02)  -32.337  (m)                       GP(       ) 4 1
 AA9230  NAD 83(1992)-  39 21 36.67863(N)    074 27 25.36192(W) AD(       ) B
 AA9230  ELLIP H (03/24/98)  -32.372  (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)  -32.302  (m)                       GP(       ) 1 1
 AA9230  NAVD 88               2.03   (m)            6.7    (f) LEVELING    3  
 AA9230  NAVD 88 (03/01/01)    2.033  (m)            6.67   (f) SUPERSEDED  2 1
 AA9230  NAVD 88 (03/24/98)    2.00   (m)  GEOID96  model used  GPS OBS        
 AA9230  NAVD 88 (11/22/95)    1.93   (m)  GEOID93  model used  GPS OBS        
 AA9230
 AA9230.Superseded values are not recommended for survey control.
 AA9230
 AA9230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9230.See file dsdata.pdf to determine how the superseded data were derived.
 AA9230
 AA9230_MARKER: DD = SURVEY DISK
 AA9230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9230_STAMPING: ARP AIY 1975
 AA9230_MARK LOGO: NOS
 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 - July 20, 2017
 AA9230
 AA9230  HISTORY     - Date     Condition        Report By
 AA9230  HISTORY     - 1975     MONUMENTED       NOS
 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  HISTORY     - 20170720 GOOD             NJGS
 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                          STATION RECOVERY (2003)
 AA9230
 AA9230'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AA9230'RECOVERED IN GOOD CONDITION.
 AA9230
 AA9230                          STATION RECOVERY (2017)
 AA9230
 AA9230'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 AA9230'RECOVERED IN GOOD CONDITION.
 AA9230'
 AA9230'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) WEST-SOUTHWEST
 AA9230'OF BRIGANTINE, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF PLEASANTVILLE IN
 AA9230'ATLANTIC CITY.
 AA9230'
 AA9230'THE STATION IS LOCATED IN THE OLD ATLANTIC CITY MUNICIPAL AIRPORT
 AA9230'(BADER FIELD), NEAR THE INFIELD AREA BETWEEN THE TIE-DOWN AREA AND
 AA9230'TAXIWAY.
 AA9230'
 AA9230'TO REACH THE STATION FROM THE CENTER OF THE U.S. HIGHWAY 40/322 BRIDGE
 AA9230'SPANNING INSIDE THOROFARE, GO ABOUT 0.3 MI (0.5 KM) NORTH-NORTHWEST ON
 AA9230'U.S. HIGHWAY 40/322 TO THE ENTRANCE TO THE SPORTS COMPLEX ACCESS ROAD,
 AA9230'OPPOSITE FILBERT AVENUE.  TURN RIGHT AND GO ABOUT 0.15 MI (0.24 KM)
 AA9230'NORTHEAST ON THE ACCESS ROAD BETWEEN THE BASEBALL STADIUM AND ICE
 AA9230'SKATING CENTER TO THE ENTRANCE GATE TO THE AIRFIELD, ONCE THOROUGH THE
 AA9230'GATE TURN LEFT AND GO ABOUT 0.1 MI (0.2 KM) NORTHWEST TO THE
 AA9230'NORTH-NORTHEAST CORNER OF THE TIE-DOWN AREA.
 AA9230'
 AA9230'THE STATION IS ABOUT 250 FT (76.2 M) EAST OF THE NORTH-NORTHEAST
 AA9230'CORNER OF THE TIE-DOWN AREA, 202 FT (61.6 M) NORTHEAST OF THE
 AA9230'NORTHEAST EDGE OF THE TIE-DOWN AREA, 97 FT (29.6 M) SOUTH-SOUTHWEST OF
 AA9230'THE SOUTH EDGE OF THE TAXI-WAY AND 235 FT (71.6 M) SOUTHEAST OF THE
 AA9230'CENTERLINE INTERSECTION OF TWO TAXI-WAYS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4939 ***********************************************************************
 KV4939  DESIGNATION -  ARROW 1944
 KV4939  PID         -  KV4939
 KV4939  STATE/COUNTY-  NJ/MONMOUTH
 KV4939  COUNTRY     -  US
 KV4939  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4939
 KV4939                         *CURRENT SURVEY CONTROL
 KV4939  ______________________________________________________________________
 KV4939* NAD 83(1996) POSITION- 40 26 54.09519(N) 074 00 05.61507(W)   ADJUSTED
 KV4939* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4939  ______________________________________________________________________
 KV4939  GEOID HEIGHT    -        -32.482 (meters)                     GEOID18
 KV4939  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4939.GEOID18 height accuracy estimate available here.
 KV4939
 KV4939.Click photographs - Photos may exist for this station.
 KV4939
 KV4939.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4939
 KV4939. The following values were computed from the NAD 83(1996) position.
 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  =   0.99969323
 KV4939
 KV4939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8466778001(NAD 83)
 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
 KV4939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4939.See file dsdata.pdf to determine how the superseded data were derived.
 KV4939
 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 = JULY 24, 2026 22:12:30 EDT
 KV5840 ***********************************************************************
 KV5840  DESIGNATION -  ARSENAL
 KV5840  PID         -  KV5840
 KV5840  STATE/COUNTY-  NJ/MIDDLESEX
 KV5840  COUNTRY     -  US
 KV5840  USGS QUAD   -  PERTH AMBOY (2016)
 KV5840
 KV5840                         *CURRENT SURVEY CONTROL
 KV5840  ______________________________________________________________________
 KV5840* NAD 83(2011) POSITION- 40 30 24.91166(N) 074 20 38.42442(W)   ADJUSTED
 KV5840* NAD 83(2011) ELLIP HT-   -28.673 (meters)        (06/27/12)   ADJUSTED
 KV5840* NAD 83(2011) EPOCH   -  2010.00
 KV5840* NAVD 88 ORTHO HEIGHT -     4.0   (meters)       13.    (feet) GPS OBS
 KV5840  ______________________________________________________________________
 KV5840  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5840  GEOID HEIGHT    -        -32.666 (meters)                     GEOID18
 KV5840  NAD 83(2011) X  -  1,310,529.604 (meters)                     COMP
 KV5840  NAD 83(2011) Y  - -4,676,141.553 (meters)                     COMP
 KV5840  NAD 83(2011) Z  -  4,120,925.543 (meters)                     COMP
 KV5840  LAPLACE CORR    -          4.96  (seconds)                    DEFLEC18
 KV5840
 KV5840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5840  Standards:
 KV5840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5840  -------------------------------------------------------------------
 KV5840  NETWORK    0.42   0.59           0.16   0.18   0.30     -0.00541925
 KV5840  -------------------------------------------------------------------
 KV5840  Click here for local accuracies and other accuracy information.
 KV5840
 KV5840.The horizontal coordinates were established by GPS observations
 KV5840.and adjusted by the National Geodetic Survey in June 2012.
 KV5840
 KV5840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5840.been affixed to the stable North American tectonic plate. See 
 KV5840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5840
 KV5840.The horizontal coordinates are valid at the epoch date displayed above
 KV5840.which is a decimal equivalence of Year/Month/Day.
 KV5840
 KV5840.The orthometric height was determined by GPS observations and a
 KV5840.high-resolution geoid model.
 KV5840
 KV5840.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5840.GEOID18 height accuracy estimate available here.
 KV5840
 KV5840.Click photographs - Photos may exist for this station.
 KV5840
 KV5840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5840
 KV5840.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5840
 KV5840.The ellipsoidal height was determined by GPS observations
 KV5840.and is referenced to NAD 83.
 KV5840
 KV5840. The following values were computed from the NAD 83(2011) position.
 KV5840
 KV5840;                    North         East     Units Scale Factor Converg.
 KV5840;SPC NJ       -   185,808.606   163,220.518   MT  0.99990215   +0 06 04.8
 KV5840;SPC NJ       -   609,607.07    535,499.32   sFT  0.99990215   +0 06 04.8
 KV5840;SPC NY L     -    37,840.721   270,842.014   MT  1.00001274   -0 13 30.0
 KV5840;SPC NY L     -   124,149.10    888,587.51   sFT  1.00001274   -0 13 30.0
 KV5840;UTM  18      - 4,484,229.510   555,579.316   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  =   0.99964252
 KV5840
 KV5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5557984229(NAD 83)
 KV5840
 KV5840                          SUPERSEDED SURVEY CONTROL
 KV5840
 KV5840  NAD 83(2007)-  40 30 24.91199(N)    074 20 38.42506(W) AD(2002.00) 0
 KV5840  ELLIP H (02/10/07)  -28.663  (m)                       GP(2002.00)    
 KV5840  ELLIP H (10/23/02)  -28.661  (m)                       GP(       ) 4 1
 KV5840  NAD 83(1996)-  40 30 24.91226(N)    074 20 38.42530(W) AD(       ) 1
 KV5840  ELLIP H (05/14/99)  -28.658  (m)                       GP(       ) 4 1
 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)  RAPSU86  model used  GPS OBS        
 KV5840
 KV5840.Superseded values are not recommended for survey control.
 KV5840
 KV5840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5840.See file dsdata.pdf to determine how the superseded data were derived.
 KV5840
 KV5840_MARKER: DD = SURVEY DISK
 KV5840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5840_STAMPING: ARSEN L 1985
 KV5840_MARK LOGO: PSEG
 KV5840_PROJECTION: FLUSH
 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 - May 30, 2025
 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  HISTORY     - 20061221 GOOD             BANC
 KV5840  HISTORY     - 20160510 GOOD             AAAS
 KV5840  HISTORY     - 20190820 GOOD             NJGS
 KV5840  HISTORY     - 20250530 GOOD             AAAS
 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.
 KV5840
 KV5840                          STATION RECOVERY (2006)
 KV5840
 KV5840'RECOVERY NOTE BY BANC 3 2006 (AEG)
 KV5840'RECOVERED IN GOOD CONDITION.
 KV5840
 KV5840                          STATION RECOVERY (2016)
 KV5840
 KV5840'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV5840'RECOVERED IN GOOD CONDITION.
 KV5840
 KV5840                          STATION RECOVERY (2019)
 KV5840
 KV5840'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV5840'RECOVERED IN GOOD CONDITION.
 KV5840
 KV5840                          STATION RECOVERY (2025)
 KV5840
 KV5840'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV5840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3917 ***********************************************************************
 KV3917  DESIGNATION -  ART
 KV3917  PID         -  KV3917
 KV3917  STATE/COUNTY-  NJ/HUDSON
 KV3917  COUNTRY     -  US
 KV3917  USGS QUAD   -  WEEHAWKEN (2016)
 KV3917
 KV3917                         *CURRENT SURVEY CONTROL
 KV3917  ______________________________________________________________________
 KV3917* NAD 83(1996) POSITION- 40 47 49.68052(N) 074 04 08.59594(W)   ADJUSTED
 KV3917* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV3917  ______________________________________________________________________
 KV3917  GEOID HEIGHT    -        -31.990 (meters)                     GEOID18
 KV3917  LAPLACE CORR    -          7.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3917.GEOID18 height accuracy estimate available here.
 KV3917
 KV3917.Click photographs - Photos may exist for this station.
 KV3917
 KV3917.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3917
 KV3917. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000476  x   0.99991627  =   0.99992103
 KV3917!SPC NY L     -   1.00000476  x   0.99999533  =   1.00000009
 KV3917!UTM  18      -   1.00000476  x   0.99967591  =   0.99968066
 KV3917
 KV3917:                Primary Azimuth Mark                     Grid Az
 KV3917:SPC NJ       -  ERU                                      254 19 28.9
 KV3917:SPC NY L     -  ERU                                      254 39 05.2
 KV3917:UTM  18      -  ERU                                      253 59 52.7
 KV3917
 KV3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7853416654(NAD 83)
 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
 KV3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3917.See file dsdata.pdf to determine how the superseded data were derived.
 KV3917
 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 = JULY 24, 2026 22:12:30 EDT
 KV4660 ***********************************************************************
 KV4660  DESIGNATION -  ARTHUR KILL BAYWAY TERM CHIM
 KV4660  PID         -  KV4660
 KV4660  STATE/COUNTY-  NJ/UNION
 KV4660  COUNTRY     -  US
 KV4660  USGS QUAD   -  ELIZABETH (2016)
 KV4660
 KV4660                         *CURRENT SURVEY CONTROL
 KV4660  ______________________________________________________________________
 KV4660* NAD 83(1996) POSITION- 40 38 08.20430(N) 074 12 12.49649(W)   ADJUSTED
 KV4660  ______________________________________________________________________
 KV4660  GEOID HEIGHT    -        -32.398 (meters)                     GEOID18
 KV4660  LAPLACE CORR    -          5.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4660.GEOID18 height accuracy estimate available here.
 KV4660
 KV4660.Click photographs - Photos may exist for this station.
 KV4660
 KV4660.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4660
 KV4660. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6735798612(NAD 83)
 KV4660
 KV4660                          SUPERSEDED SURVEY CONTROL
 KV4660
 KV4660  NAD 83(1996)-  40 38 08.20429(N)    074 12 12.49647(W) AD(       ) 3
 KV4660  NAD 83(1986)-  40 38 08.20256(N)    074 12 12.49371(W) AD(       ) 3
 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
 KV4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4660.See file dsdata.pdf to determine how the superseded data were derived.
 KV4660
 KV4660_MARKER: 85 = CHIMNEY
 KV4660
 KV4660  HISTORY     - Date     Condition        Report By
 KV4660  HISTORY     - 1931     FIRST OBSERVED   CGS
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4668 ***********************************************************************
 KV4668  DESIGNATION -  ARTHUR KILL BAYWAY TERM TANK
 KV4668  PID         -  KV4668
 KV4668  STATE/COUNTY-  NJ/UNION
 KV4668  COUNTRY     -  US
 KV4668  USGS QUAD   -  ELIZABETH (2016)
 KV4668
 KV4668                         *CURRENT SURVEY CONTROL
 KV4668  ______________________________________________________________________
 KV4668* NAD 83(1996) POSITION- 40 38 11.12352(N) 074 11 59.21525(W)   ADJUSTED
 KV4668  ______________________________________________________________________
 KV4668  GEOID HEIGHT    -        -32.388 (meters)                     GEOID18
 KV4668  LAPLACE CORR    -          5.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4668.GEOID18 height accuracy estimate available here.
 KV4668
 KV4668.Click photographs - Photos may exist for this station.
 KV4668
 KV4668.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4668
 KV4668. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6766898705(NAD 83)
 KV4668
 KV4668                          SUPERSEDED SURVEY CONTROL
 KV4668
 KV4668  NAD 83(1996)-  40 38 11.12339(N)    074 11 59.21510(W) AD(       ) 3
 KV4668  NAD 83(1986)-  40 38 11.11618(N)    074 11 59.20657(W) AD(       ) 3
 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
 KV4668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4668.See file dsdata.pdf to determine how the superseded data were derived.
 KV4668
 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 = JULY 24, 2026 22:12:30 EDT
 KV4552 ***********************************************************************
 KV4552  DESIGNATION -  ARTHUR KILL BEACON 7
 KV4552  PID         -  KV4552
 KV4552  STATE/COUNTY-  NJ/MIDDLESEX
 KV4552  COUNTRY     -  US
 KV4552  USGS QUAD   -  ARTHUR KILL (2019)
 KV4552
 KV4552                         *CURRENT SURVEY CONTROL
 KV4552  ______________________________________________________________________
 KV4552* NAD 83(1996) POSITION- 40 33 14.35147(N) 074 14 28.02356(W)   ADJUSTED
 KV4552  ______________________________________________________________________
 KV4552  GEOID HEIGHT    -        -32.466 (meters)                     GEOID18
 KV4552  LAPLACE CORR    -          4.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4552.GEOID18 height accuracy estimate available here.
 KV4552
 KV4552.Click photographs - Photos may exist for this station.
 KV4552
 KV4552.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4552
 KV4552. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6425189523(NAD 83)
 KV4552
 KV4552                          SUPERSEDED SURVEY CONTROL
 KV4552
 KV4552  NAD 83(1996)-  40 33 14.35144(N)    074 14 28.02410(W) AD(       ) 3
 KV4552  NAD 83(1986)-  40 33 14.35366(N)    074 14 28.01739(W) AD(       ) 3
 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
 KV4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4552.See file dsdata.pdf to determine how the superseded data were derived.
 KV4552
 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 = JULY 24, 2026 22:12:30 EDT
 KV4659 ***********************************************************************
 KV4659  DESIGNATION -  ARTHUR KILL BLACK TANK
 KV4659  PID         -  KV4659
 KV4659  STATE/COUNTY-  NJ/UNION
 KV4659  COUNTRY     -  US
 KV4659  USGS QUAD   -  ELIZABETH (2016)
 KV4659
 KV4659                         *CURRENT SURVEY CONTROL
 KV4659  ______________________________________________________________________
 KV4659* NAD 83(1996) POSITION- 40 38 08.33817(N) 074 12 09.53755(W)   ADJUSTED
 KV4659  ______________________________________________________________________
 KV4659  GEOID HEIGHT    -        -32.396 (meters)                     GEOID18
 KV4659  LAPLACE CORR    -          5.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4659.GEOID18 height accuracy estimate available here.
 KV4659
 KV4659.Click photographs - Photos may exist for this station.
 KV4659
 KV4659.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4659
 KV4659. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6742698617(NAD 83)
 KV4659
 KV4659                          SUPERSEDED SURVEY CONTROL
 KV4659
 KV4659  NAD 83(1996)-  40 38 08.33816(N)    074 12 09.53753(W) AD(       ) 3
 KV4659  NAD 83(1986)-  40 38 08.33644(N)    074 12 09.53482(W) AD(       ) 3
 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
 KV4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4659.See file dsdata.pdf to determine how the superseded data were derived.
 KV4659
 KV4659_MARKER: 51 = TANK
 KV4659
 KV4659  HISTORY     - Date     Condition        Report By
 KV4659  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4659
 KV4659                          STATION DESCRIPTION
 KV4659
 KV4659'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4557 ***********************************************************************
 KV4557  DESIGNATION -  ARTHUR KILL MEX PETROLEUM CHIM
 KV4557  PID         -  KV4557
 KV4557  STATE/COUNTY-  NJ/MIDDLESEX
 KV4557  COUNTRY     -  US
 KV4557  USGS QUAD   -  ARTHUR KILL (2019)
 KV4557
 KV4557                         *CURRENT SURVEY CONTROL
 KV4557  ______________________________________________________________________
 KV4557* NAD 83(1996) POSITION- 40 35 33.70359(N) 074 12 31.31883(W)   ADJUSTED
 KV4557  ______________________________________________________________________
 KV4557  GEOID HEIGHT    -        -32.398 (meters)                     GEOID18
 KV4557  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4557.GEOID18 height accuracy estimate available here.
 KV4557
 KV4557.Click photographs - Photos may exist for this station.
 KV4557
 KV4557.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4557
 KV4557. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6695793844(NAD 83)
 KV4557
 KV4557                          SUPERSEDED SURVEY CONTROL
 KV4557
 KV4557  NAD 83(1996)-  40 35 33.70359(N)    074 12 31.31905(W) AD(       ) 3
 KV4557  NAD 83(1986)-  40 35 33.70348(N)    074 12 31.31561(W) AD(       ) 3
 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
 KV4557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4557.See file dsdata.pdf to determine how the superseded data were derived.
 KV4557
 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 = JULY 24, 2026 22:12:30 EDT
 KV4879 ***********************************************************************
 KV4879  DESIGNATION -  ARTHUR KILL SQUARE CHIMNEY
 KV4879  PID         -  KV4879
 KV4879  STATE/COUNTY-  NJ/MIDDLESEX
 KV4879  COUNTRY     -  US
 KV4879  USGS QUAD   -  PERTH AMBOY (2016)
 KV4879
 KV4879                         *CURRENT SURVEY CONTROL
 KV4879  ______________________________________________________________________
 KV4879* NAD 83(1996) POSITION- 40 31 48.33664(N) 074 15 23.01639(W)   ADJUSTED
 KV4879  ______________________________________________________________________
 KV4879  GEOID HEIGHT    -        -32.484 (meters)                     GEOID18
 KV4879  LAPLACE CORR    -          4.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4879.GEOID18 height accuracy estimate available here.
 KV4879
 KV4879.Click photographs - Photos may exist for this station.
 KV4879
 KV4879.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4879
 KV4879. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6298086860(NAD 83)
 KV4879
 KV4879                          SUPERSEDED SURVEY CONTROL
 KV4879
 KV4879  NAD 83(1996)-  40 31 48.33661(N)    074 15 23.01649(W) AD(       ) 3
 KV4879  NAD 83(1986)-  40 31 48.33800(N)    074 15 23.01151(W) AD(       ) 3
 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
 KV4879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4879.See file dsdata.pdf to determine how the superseded data were derived.
 KV4879
 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 = JULY 24, 2026 22:12:30 EDT
 KV4661 ***********************************************************************
 KV4661  DESIGNATION -  ARTHUR KILL STAN OIL STKY CHIM
 KV4661  PID         -  KV4661
 KV4661  STATE/COUNTY-  NJ/UNION
 KV4661  COUNTRY     -  US
 KV4661  USGS QUAD   -  ELIZABETH (2016)
 KV4661
 KV4661                         *CURRENT SURVEY CONTROL
 KV4661  ______________________________________________________________________
 KV4661* NAD 83(1996) POSITION- 40 37 52.72788(N) 074 12 46.64076(W)   ADJUSTED
 KV4661  ______________________________________________________________________
 KV4661  GEOID HEIGHT    -        -32.421 (meters)                     GEOID18
 KV4661  LAPLACE CORR    -          5.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4661.GEOID18 height accuracy estimate available here.
 KV4661
 KV4661.Click photographs - Photos may exist for this station.
 KV4661
 KV4661.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4661
 KV4661. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6655998128(NAD 83)
 KV4661
 KV4661                          SUPERSEDED SURVEY CONTROL
 KV4661
 KV4661  NAD 83(1996)-  40 37 52.72791(N)    074 12 46.64078(W) AD(       ) 3
 KV4661  NAD 83(1986)-  40 37 52.72623(N)    074 12 46.63745(W) AD(       ) 3
 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
 KV4661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4661.See file dsdata.pdf to determine how the superseded data were derived.
 KV4661
 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 = JULY 24, 2026 22:12:30 EDT
 JU3415 ***********************************************************************
 JU3415  DESIGNATION -  ARTIFICIAL
 JU3415  PID         -  JU3415
 JU3415  STATE/COUNTY-  NJ/SALEM
 JU3415  COUNTRY     -  US
 JU3415  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3415
 JU3415                         *CURRENT SURVEY CONTROL
 JU3415  ______________________________________________________________________
 JU3415* NAD 83(1996) POSITION- 39 29 47.25200(N) 075 32 32.39955(W)   ADJUSTED
 JU3415* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU3415  ______________________________________________________________________
 JU3415  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 JU3415  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3415.GEOID18 height accuracy estimate available here.
 JU3415
 JU3415.Click photographs - Photos may exist for this station.
 JU3415
 JU3415.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3415
 JU3415. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000484  x   0.99962677  =   0.99963161
 JU3415
 JU3415:                Primary Azimuth Mark                     Grid Az
 JU3415:SPC NJ       -  LISTON FRONT                             250 23 32.3
 JU3415:UTM  18      -  LISTON FRONT                             250 04 27.3
 JU3415
 JU3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5336872011(NAD 83)
 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(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
 JU3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3415.See file dsdata.pdf to determine how the superseded data were derived.
 JU3415
 JU3415_MARKER: DS = TRIANGULATION STATION DISK
 JU3415_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3415_STAMPING: ARTIFICIAL 1934
 JU3415_MARK LOGO: CGS
 JU3415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 AA7221 ***********************************************************************
 AA7221  DESIGNATION -  ARTIS 2
 AA7221  PID         -  AA7221
 AA7221  STATE/COUNTY-  NJ/SALEM
 AA7221  COUNTRY     -  US
 AA7221  USGS QUAD   -  TAYLORS BRIDGE (2016)
 AA7221
 AA7221                         *CURRENT SURVEY CONTROL
 AA7221  ______________________________________________________________________
 AA7221* NAD 83(2011) POSITION- 39 27 37.36456(N) 075 31 08.40599(W)   ADJUSTED
 AA7221* NAD 83(2011) ELLIP HT-   -32.047 (meters)        (06/27/12)   ADJUSTED
 AA7221* NAD 83(2011) EPOCH   -  2010.00
 AA7221* NAVD 88 ORTHO HEIGHT -     1.6   (meters)        5.    (feet) GPS OBS
 AA7221  ______________________________________________________________________
 AA7221  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7221  GEOID HEIGHT    -         -33.97 (meters)                     GEOID93
 AA7221  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 AA7221  NAD 83(2011) X  -  1,233,035.001 (meters)                     COMP
 AA7221  NAD 83(2011) Y  - -4,774,323.926 (meters)                     COMP
 AA7221  NAD 83(2011) Z  -  4,031,887.883 (meters)                     COMP
 AA7221  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 AA7221
 AA7221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7221  Standards:
 AA7221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7221  -------------------------------------------------------------------
 AA7221  NETWORK    0.48   0.71           0.22   0.16   0.36     -0.00918068
 AA7221  -------------------------------------------------------------------
 AA7221  Click here for local accuracies and other accuracy information.
 AA7221
 AA7221.The horizontal coordinates were established by GPS observations
 AA7221.and adjusted by the National Geodetic Survey in June 2012.
 AA7221
 AA7221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7221.been affixed to the stable North American tectonic plate. See 
 AA7221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7221
 AA7221.The horizontal coordinates are valid at the epoch date displayed above
 AA7221.which is a decimal equivalence of Year/Month/Day.
 AA7221
 AA7221.The orthometric height was determined by GPS observations and a
 AA7221.high-resolution geoid model.
 AA7221
 AA7221.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7221.GEOID18 height accuracy estimate available here.
 AA7221
 AA7221.Click photographs - Photos may exist for this station.
 AA7221
 AA7221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7221
 AA7221.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7221
 AA7221.The ellipsoidal height was determined by GPS observations
 AA7221.and is referenced to NAD 83.
 AA7221
 AA7221. The following values were computed from the NAD 83(2011) position.
 AA7221
 AA7221;                    North         East     Units Scale Factor Converg.
 AA7221;SPC NJ       -    70,102.192    62,310.311   MT  0.99999464   -0 38 51.6
 AA7221;SPC NJ       -   229,993.61    204,429.75   sFT  0.99999464   -0 38 51.6
 AA7221;UTM  18      - 4,367,995.886   455,351.305   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 25.0
 AA7221:UTM  18      -  ARTIS 3                                  275 54 20.9
 AA7221
 AA7221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5535167995(NAD 83)
 AA7221
 AA7221|---------------------------------------------------------------------|
 AA7221| PID    Reference Object                     Distance      Geod. Az  |
 AA7221|                                                           dddmmss.s |
 AA7221| AA7222 ARTIS 3                             APPROX. 1.2 KM 2753433.4 |
 AA7221|---------------------------------------------------------------------|
 AA7221
 AA7221                          SUPERSEDED SURVEY CONTROL
 AA7221
 AA7221  NAD 83(2007)-  39 27 37.36487(N)    075 31 08.40672(W) AD(2002.00) 0
 AA7221  ELLIP H (02/10/07)  -32.032  (m)                       GP(2002.00)    
 AA7221  ELLIP H (10/23/02)  -32.045  (m)                       GP(       ) 4 1
 AA7221  NAD 83(1996)-  39 27 37.36513(N)    075 31 08.40661(W) AD(       ) 1
 AA7221  ELLIP H (05/14/99)  -32.028  (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)  -32.095  (m)                       GP(       ) 3 1
 AA7221
 AA7221.Superseded values are not recommended for survey control.
 AA7221
 AA7221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7221.See file dsdata.pdf to determine how the superseded data were derived.
 AA7221
 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 - October 15, 2020
 AA7221
 AA7221  HISTORY     - Date     Condition        Report By
 AA7221  HISTORY     - 1986     MONUMENTED       PSEG
 AA7221  HISTORY     - 19940811 GOOD             NJGS
 AA7221  HISTORY     - 20080331 GOOD             INDIV
 AA7221  HISTORY     - 20201015 GOOD             JMT
 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.
 AA7221
 AA7221                          STATION RECOVERY (2008)
 AA7221
 AA7221'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GE)
 AA7221'RECOVERED AS DESCRIBED
 AA7221
 AA7221                          STATION RECOVERY (2020)
 AA7221
 AA7221'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2020 (JS)
 AA7221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7222 ***********************************************************************
 AA7222  DESIGNATION -  ARTIS 3
 AA7222  PID         -  AA7222
 AA7222  STATE/COUNTY-  NJ/SALEM
 AA7222  COUNTRY     -  US
 AA7222  USGS QUAD   -  TAYLORS BRIDGE (2016)
 AA7222
 AA7222                         *CURRENT SURVEY CONTROL
 AA7222  ______________________________________________________________________
 AA7222* NAD 83(2011) POSITION- 39 27 41.02033(N) 075 31 56.75102(W)   ADJUSTED
 AA7222* NAD 83(2011) ELLIP HT-   -27.324 (meters)        (06/27/12)   ADJUSTED
 AA7222* NAD 83(2011) EPOCH   -  2010.00
 AA7222* NAVD 88 ORTHO HEIGHT -     6.3   (meters)       21.    (feet) GPS OBS
 AA7222  ______________________________________________________________________
 AA7222  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7222  GEOID HEIGHT    -         -33.96 (meters)                     GEOID93
 AA7222  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 AA7222  NAD 83(2011) X  -  1,231,898.955 (meters)                     COMP
 AA7222  NAD 83(2011) Y  - -4,774,546.947 (meters)                     COMP
 AA7222  NAD 83(2011) Z  -  4,031,977.930 (meters)                     COMP
 AA7222  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 AA7222
 AA7222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7222  Standards:
 AA7222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7222  -------------------------------------------------------------------
 AA7222  NETWORK    0.52   0.74           0.24   0.17   0.38     -0.04080970
 AA7222  -------------------------------------------------------------------
 AA7222  Click here for local accuracies and other accuracy information.
 AA7222
 AA7222.The horizontal coordinates were established by GPS observations
 AA7222.and adjusted by the National Geodetic Survey in June 2012.
 AA7222
 AA7222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7222.been affixed to the stable North American tectonic plate. See 
 AA7222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7222
 AA7222.The horizontal coordinates are valid at the epoch date displayed above
 AA7222.which is a decimal equivalence of Year/Month/Day.
 AA7222
 AA7222.The orthometric height was determined by GPS observations and a
 AA7222.high-resolution geoid model.
 AA7222
 AA7222.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7222.GEOID18 height accuracy estimate available here.
 AA7222
 AA7222.Click photographs - Photos may exist for this station.
 AA7222
 AA7222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7222
 AA7222.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7222
 AA7222.The ellipsoidal height was determined by GPS observations
 AA7222.and is referenced to NAD 83.
 AA7222
 AA7222. The following values were computed from the NAD 83(2011) position.
 AA7222
 AA7222;                    North         East     Units Scale Factor Converg.
 AA7222;SPC NJ       -    70,228.078    61,155.937   MT  0.99999715   -0 39 22.4
 AA7222;SPC NJ       -   230,406.62    200,642.44   sFT  0.99999715   -0 39 22.4
 AA7222;UTM  18      - 4,368,115.324   454,196.679   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  =   0.99963012
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5419668115(NAD 83)
 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  NAD 83(2007)-  39 27 41.02064(N)    075 31 56.75176(W) AD(2002.00) 0
 AA7222  ELLIP H (02/10/07)  -27.309  (m)                       GP(2002.00)    
 AA7222  ELLIP H (10/23/02)  -27.322  (m)                       GP(       ) 4 1
 AA7222  NAD 83(1996)-  39 27 41.02091(N)    075 31 56.75164(W) AD(       ) 1
 AA7222  ELLIP H (05/14/99)  -27.304  (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)  -27.372  (m)                       GP(       ) 3 1
 AA7222
 AA7222.Superseded values are not recommended for survey control.
 AA7222
 AA7222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7222.See file dsdata.pdf to determine how the superseded data were derived.
 AA7222
 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 = JULY 24, 2026 22:12:30 EDT
 AA7223 ***********************************************************************
 AA7223  DESIGNATION -  ARTIS 4
 AA7223  PID         -  AA7223
 AA7223  STATE/COUNTY-  NJ/SALEM
 AA7223  COUNTRY     -  US
 AA7223  USGS QUAD   -  TAYLORS BRIDGE (2016)
 AA7223
 AA7223                         *CURRENT SURVEY CONTROL
 AA7223  ______________________________________________________________________
 AA7223* NAD 83(2011) POSITION- 39 28 08.73615(N) 075 32 31.87827(W)   ADJUSTED
 AA7223* NAD 83(2011) ELLIP HT-   -31.323 (meters)        (06/27/12)   ADJUSTED
 AA7223* NAD 83(2011) EPOCH   -  2010.00
 AA7223* NAVD 88 ORTHO HEIGHT -     2.3   (meters)        8.    (feet) GPS OBS
 AA7223  ______________________________________________________________________
 AA7223  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA7223  GEOID HEIGHT    -         -33.93 (meters)                     GEOID93
 AA7223  GEOID HEIGHT    -        -33.677 (meters)                     GEOID18
 AA7223  NAD 83(2011) X  -  1,230,949.411 (meters)                     COMP
 AA7223  NAD 83(2011) Y  - -4,774,227.597 (meters)                     COMP
 AA7223  NAD 83(2011) Z  -  4,032,635.267 (meters)                     COMP
 AA7223  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 AA7223
 AA7223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7223  Standards:
 AA7223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7223  -------------------------------------------------------------------
 AA7223  NETWORK    0.46   0.67           0.21   0.16   0.34      0.04026988
 AA7223  -------------------------------------------------------------------
 AA7223  Click here for local accuracies and other accuracy information.
 AA7223
 AA7223.The horizontal coordinates were established by GPS observations
 AA7223.and adjusted by the National Geodetic Survey in June 2012.
 AA7223
 AA7223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7223.been affixed to the stable North American tectonic plate. See 
 AA7223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7223
 AA7223.The horizontal coordinates are valid at the epoch date displayed above
 AA7223.which is a decimal equivalence of Year/Month/Day.
 AA7223
 AA7223.The orthometric height was determined by GPS observations and a
 AA7223.high-resolution geoid model.
 AA7223
 AA7223.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7223.GEOID18 height accuracy estimate available here.
 AA7223
 AA7223.Click photographs - Photos may exist for this station.
 AA7223
 AA7223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7223
 AA7223.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7223
 AA7223.The ellipsoidal height was determined by GPS observations
 AA7223.and is referenced to NAD 83.
 AA7223
 AA7223. The following values were computed from the NAD 83(2011) position.
 AA7223
 AA7223;                    North         East     Units Scale Factor Converg.
 AA7223;SPC NJ       -    71,092.442    60,326.131   MT  0.99999898   -0 39 45.1
 AA7223;SPC NJ       -   233,242.45    197,919.98   sFT  0.99999898   -0 39 45.1
 AA7223;UTM  18      - 4,368,974.751   453,362.401   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 07.0
 AA7223:UTM  18      -  ARTIS 3                                  135 51 02.7
 AA7223
 AA7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5336268974(NAD 83)
 AA7223
 AA7223|---------------------------------------------------------------------|
 AA7223| PID    Reference Object                     Distance      Geod. Az  |
 AA7223|                                                           dddmmss.s |
 AA7223| AA7222 ARTIS 3                             APPROX. 1.2 KM 1353021.9 |
 AA7223|---------------------------------------------------------------------|
 AA7223
 AA7223                          SUPERSEDED SURVEY CONTROL
 AA7223
 AA7223  NAD 83(2007)-  39 28 08.73646(N)    075 32 31.87900(W) AD(2002.00) 0
 AA7223  ELLIP H (02/10/07)  -31.308  (m)                       GP(2002.00)    
 AA7223  ELLIP H (10/23/02)  -31.319  (m)                       GP(       ) 4 1
 AA7223  NAD 83(1996)-  39 28 08.73672(N)    075 32 31.87890(W) AD(       ) 1
 AA7223  ELLIP H (05/14/99)  -31.304  (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)  -31.371  (m)                       GP(       ) 3 1
 AA7223
 AA7223.Superseded values are not recommended for survey control.
 AA7223
 AA7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7223.See file dsdata.pdf to determine how the superseded data were derived.
 AA7223
 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 - October 15, 2020
 AA7223
 AA7223  HISTORY     - Date     Condition        Report By
 AA7223  HISTORY     - 1986     MONUMENTED       PSEG
 AA7223  HISTORY     - 19940811 GOOD             NJGS
 AA7223  HISTORY     - 20080409 GOOD             INDIV
 AA7223  HISTORY     - 20201015 GOOD             JMT
 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.
 AA7223
 AA7223                          STATION RECOVERY (2008)
 AA7223
 AA7223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GE)
 AA7223'RECOVERED IN GOOD CONDITION
 AA7223
 AA7223                          STATION RECOVERY (2020)
 AA7223
 AA7223'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2020 (JS)
 AA7223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6982 ***********************************************************************
 KV6982  DESIGNATION -  ASBURY 2
 KV6982  PID         -  KV6982
 KV6982  STATE/COUNTY-  NJ/MONMOUTH
 KV6982  COUNTRY     -  US
 KV6982  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6982
 KV6982                         *CURRENT SURVEY CONTROL
 KV6982  ______________________________________________________________________
 KV6982* NAD 83(2011) POSITION- 40 15 20.23307(N) 074 04 55.37239(W)   ADJUSTED
 KV6982* NAD 83(2011) ELLIP HT-     4.779 (meters)        (06/27/12)   ADJUSTED
 KV6982* NAD 83(2011) EPOCH   -  2010.00
 KV6982* NAVD 88 ORTHO HEIGHT -    37.4   (meters)      123.    (feet) GPS OBS
 KV6982  ______________________________________________________________________
 KV6982  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6982  GEOID HEIGHT    -        -32.631 (meters)                     GEOID18
 KV6982  NAD 83(2011) X  -  1,336,860.616 (meters)                     COMP
 KV6982  NAD 83(2011) Y  - -4,687,510.848 (meters)                     COMP
 KV6982  NAD 83(2011) Z  -  4,099,690.785 (meters)                     COMP
 KV6982  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 KV6982
 KV6982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6982  Standards:
 KV6982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6982  -------------------------------------------------------------------
 KV6982  NETWORK    0.36   0.55           0.15   0.14   0.28      0.11080844
 KV6982  -------------------------------------------------------------------
 KV6982  Click here for local accuracies and other accuracy information.
 KV6982
 KV6982.The horizontal coordinates were established by GPS observations
 KV6982.and adjusted by the National Geodetic Survey in June 2012.
 KV6982
 KV6982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6982.been affixed to the stable North American tectonic plate. See 
 KV6982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6982
 KV6982.The horizontal coordinates are valid at the epoch date displayed above
 KV6982.which is a decimal equivalence of Year/Month/Day.
 KV6982
 KV6982.The orthometric height was determined by GPS observations and a
 KV6982.high-resolution geoid model.
 KV6982
 KV6982.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6982.GEOID18 height accuracy estimate available here.
 KV6982
 KV6982.Click photographs - Photos may exist for this station.
 KV6982
 KV6982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6982
 KV6982.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6982
 KV6982.The ellipsoidal height was determined by GPS observations
 KV6982.and is referenced to NAD 83.
 KV6982
 KV6982. The following values were computed from the NAD 83(2011) position.
 KV6982
 KV6982;                    North         East     Units Scale Factor Converg.
 KV6982;SPC NJ       -   157,978.701   185,553.600   MT  0.99991556   +0 16 12.3
 KV6982;SPC NJ       -   518,301.79    608,770.44   sFT  0.99991556   +0 16 12.3
 KV6982;UTM  18      - 4,456,533.312   578,063.716   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7806356533(NAD 83)
 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  NAD 83(2007)-  40 15 20.23348(N)    074 04 55.37284(W) AD(2002.00) 0
 KV6982  ELLIP H (02/10/07)    4.788  (m)                       GP(2002.00)    
 KV6982  ELLIP H (10/23/02)    4.803  (m)                       GP(       ) 4 1
 KV6982  NAD 83(1996)-  40 15 20.23336(N)    074 04 55.37290(W) AD(       ) 1
 KV6982  ELLIP H (05/14/99)    4.788  (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)    4.767  (m)                       GP(       ) 3 1
 KV6982  NAD 83(1986)-  40 15 20.23407(N)    074 04 55.37563(W) AD(       ) 1
 KV6982  NAVD 88 (02/25/94)   37.4    (m)  GEOID93  model used  GPS OBS        
 KV6982
 KV6982.Superseded values are not recommended for survey control.
 KV6982
 KV6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6982.See file dsdata.pdf to determine how the superseded data were derived.
 KV6982
 KV6982_MARKER: DD = SURVEY DISK
 KV6982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6982_STAMPING: ASBURY 2 1991
 KV6982_MARK LOGO: NJHA
 KV6982_PROJECTION: FLUSH
 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 - June 08, 2021
 KV6982
 KV6982  HISTORY     - Date     Condition        Report By
 KV6982  HISTORY     - 1991     MONUMENTED       NJHA
 KV6982  HISTORY     - 19930718 GOOD             NJGS
 KV6982  HISTORY     - 19931122 GOOD             NJGS
 KV6982  HISTORY     - 20210608 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.
 KV6982
 KV6982                          STATION RECOVERY (2021)
 KV6982
 KV6982'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV6982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2749 ***********************************************************************
 KU2749  DESIGNATION -  ASBURY PARK BERKLEY HOTEL FP
 KU2749  PID         -  KU2749
 KU2749  STATE/COUNTY-  NJ/MONMOUTH
 KU2749  COUNTRY     -  US
 KU2749  USGS QUAD   -  ASBURY PARK OE E (2019)
 KU2749
 KU2749                         *CURRENT SURVEY CONTROL
 KU2749  ______________________________________________________________________
 KU2749* NAD 83(1996) POSITION- 40 13 30.74567(N) 073 59 58.16496(W)   ADJUSTED
 KU2749  ______________________________________________________________________
 KU2749  GEOID HEIGHT    -        -32.840 (meters)                     GEOID18
 KU2749  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2749.GEOID18 height accuracy estimate available here.
 KU2749
 KU2749.Click photographs - Photos may exist for this station.
 KU2749
 KU2749.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2749
 KU2749. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8512253233(NAD 83)
 KU2749
 KU2749                          SUPERSEDED SURVEY CONTROL
 KU2749
 KU2749  NAD 83(1986)-  40 13 30.74471(N)    073 59 58.16050(W) AD(       ) 3
 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
 KU2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2749.See file dsdata.pdf to determine how the superseded data were derived.
 KU2749
 KU2749_MARKER: 83 = FLAGSTAFF
 KU2749
 KU2749  HISTORY     - Date     Condition        Report By
 KU2749  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2749  HISTORY     - 1962     GOOD             CGS
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5131 ***********************************************************************
 KV5131  DESIGNATION -  ASBURY PARK FIRST ME CH SPIRE
 KV5131  PID         -  KV5131
 KV5131  STATE/COUNTY-  NJ/MONMOUTH
 KV5131  COUNTRY     -  US
 KV5131  USGS QUAD   -  ASBURY PARK (2019)
 KV5131
 KV5131                         *CURRENT SURVEY CONTROL
 KV5131  ______________________________________________________________________
 KV5131* NAD 83(1996) POSITION- 40 13 14.75727(N) 074 00 23.41133(W)   ADJUSTED
 KV5131  ______________________________________________________________________
 KV5131  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 KV5131  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5131.GEOID18 height accuracy estimate available here.
 KV5131
 KV5131.Click photographs - Photos may exist for this station.
 KV5131
 KV5131.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5131
 KV5131. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8453152733(NAD 83)
 KV5131
 KV5131                          SUPERSEDED SURVEY CONTROL
 KV5131
 KV5131  NAD 83(1986)-  40 13 14.75658(N)    074 00 23.40648(W) AD(       ) 3
 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
 KV5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5131.See file dsdata.pdf to determine how the superseded data were derived.
 KV5131
 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 = JULY 24, 2026 22:12:30 EDT
 KV5128 ***********************************************************************
 KV5128  DESIGNATION -  ASBURY PARK HIGH SCHOOL STACK
 KV5128  PID         -  KV5128
 KV5128  STATE/COUNTY-  NJ/MONMOUTH
 KV5128  COUNTRY     -  US
 KV5128  USGS QUAD   -  ASBURY PARK (2019)
 KV5128
 KV5128                         *CURRENT SURVEY CONTROL
 KV5128  ______________________________________________________________________
 KV5128* NAD 83(1996) POSITION- 40 13 43.14698(N) 074 00 48.26302(W)   ADJUSTED
 KV5128  ______________________________________________________________________
 KV5128  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 KV5128  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5128.GEOID18 height accuracy estimate available here.
 KV5128
 KV5128.Click photographs - Photos may exist for this station.
 KV5128
 KV5128.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5128
 KV5128. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8393453602(NAD 83)
 KV5128
 KV5128                          SUPERSEDED SURVEY CONTROL
 KV5128
 KV5128  NAD 83(1986)-  40 13 43.14605(N)    074 00 48.25834(W) AD(       ) 3
 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
 KV5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5128.See file dsdata.pdf to determine how the superseded data were derived.
 KV5128
 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 = JULY 24, 2026 22:12:30 EDT
 KU2750 ***********************************************************************
 KU2750  DESIGNATION -  ASBURY PARK PARAMOUNT FLAGPOLE
 KU2750  PID         -  KU2750
 KU2750  STATE/COUNTY-  NJ/MONMOUTH
 KU2750  COUNTRY     -  US
 KU2750  USGS QUAD   -  ASBURY PARK OE E (2019)
 KU2750
 KU2750                         *CURRENT SURVEY CONTROL
 KU2750  ______________________________________________________________________
 KU2750* NAD 83(1996) POSITION- 40 13 25.87488(N) 073 59 55.45555(W)   ADJUSTED
 KU2750  ______________________________________________________________________
 KU2750  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 KU2750  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2750.GEOID18 height accuracy estimate available here.
 KU2750
 KU2750.Click photographs - Photos may exist for this station.
 KU2750
 KU2750.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2750
 KU2750. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8518853084(NAD 83)
 KU2750
 KU2750                          SUPERSEDED SURVEY CONTROL
 KU2750
 KU2750  NAD 83(1986)-  40 13 25.87409(N)    073 59 55.45124(W) AD(       ) 3
 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
 KU2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2750.See file dsdata.pdf to determine how the superseded data were derived.
 KU2750
 KU2750_MARKER: 83 = FLAGSTAFF
 KU2750
 KU2750  HISTORY     - Date     Condition        Report By
 KU2750  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2750  HISTORY     - 1962     GOOD             CGS
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5134 ***********************************************************************
 KV5134  DESIGNATION -  ASBURY PARK POWER PLANT STACK
 KV5134  PID         -  KV5134
 KV5134  STATE/COUNTY-  NJ/MONMOUTH
 KV5134  COUNTRY     -  US
 KV5134  USGS QUAD   -  ASBURY PARK (2019)
 KV5134
 KV5134                         *CURRENT SURVEY CONTROL
 KV5134  ______________________________________________________________________
 KV5134* NAD 83(1996) POSITION- 40 13 02.01224(N) 074 00 04.37165(W)   ADJUSTED
 KV5134  ______________________________________________________________________
 KV5134  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 KV5134  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5134.GEOID18 height accuracy estimate available here.
 KV5134
 KV5134.Click photographs - Photos may exist for this station.
 KV5134
 KV5134.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5134
 KV5134. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8498552345(NAD 83)
 KV5134
 KV5134                          SUPERSEDED SURVEY CONTROL
 KV5134
 KV5134  NAD 83(1986)-  40 13 02.01156(N)    074 00 04.36579(W) AD(       ) 3
 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
 KV5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5134.See file dsdata.pdf to determine how the superseded data were derived.
 KV5134
 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 = JULY 24, 2026 22:12:30 EDT
 AI5206 ***********************************************************************
 AI5206  DESIGNATION -  ASBURY PK ASBURY TWR AIR LIGHT
 AI5206  PID         -  AI5206
 AI5206  STATE/COUNTY-  NJ/MONMOUTH
 AI5206  COUNTRY     -  US
 AI5206  USGS QUAD   -  ASBURY PARK OE E (2019)
 AI5206
 AI5206                         *CURRENT SURVEY CONTROL
 AI5206  ______________________________________________________________________
 AI5206* NAD 83(1996) POSITION- 40 13 43.32794(N) 073 59 53.54553(W)   ADJUSTED
 AI5206* NAVD 88 ORTHO HEIGHT -    81.    (meters)      266.    (feet) SCALED
 AI5206  ______________________________________________________________________
 AI5206  GEOID HEIGHT    -        -32.835 (meters)                     GEOID18
 AI5206  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5206.GEOID18 height accuracy estimate available here.
 AI5206
 AI5206.Click photographs - Photos may exist for this station.
 AI5206
 AI5206.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5206
 AI5206. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999250  x   0.99992244  =   0.99991494
 AI5206!UTM  18      -   0.99999250  x   0.99968941  =   0.99968191
 AI5206
 AI5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8522753622(NAD 83)
 AI5206
 AI5206                          SUPERSEDED SURVEY CONTROL
 AI5206
 AI5206.No superseded survey control is available for this station.
 AI5206
 AI5206_MARKER: 22 = AIRWAY BEACON
 AI5206
 AI5206  HISTORY     - Date     Condition        Report By
 AI5206  HISTORY     - 1988     FIRST OBSERVED   NOS
 AI5206
 AI5206                          STATION DESCRIPTION
 AI5206
 AI5206'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 AI5205 ***********************************************************************
 AI5205  DESIGNATION -  ASBURY T
 AI5205  PID         -  AI5205
 AI5205  STATE/COUNTY-  NJ/MONMOUTH
 AI5205  COUNTRY     -  US
 AI5205  USGS QUAD   -  ASBURY PARK OE E (2019)
 AI5205
 AI5205                         *CURRENT SURVEY CONTROL
 AI5205  ______________________________________________________________________
 AI5205* NAD 83(1996) POSITION- 40 13 43.31734(N) 073 59 53.50156(W)   ADJUSTED
 AI5205* NAVD 88 ORTHO HEIGHT -    80.7   (meters)      265.    (feet) VERTCON3
 AI5205  ______________________________________________________________________
 AI5205  GEOID HEIGHT    -        -32.835 (meters)                     GEOID18
 AI5205  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5205.GEOID18 height accuracy estimate available here.
 AI5205
 AI5205.Click photographs - Photos may exist for this station.
 AI5205
 AI5205.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5205
 AI5205. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999250  x   0.99992244  =   0.99991494
 AI5205!UTM  18      -   0.99999250  x   0.99968942  =   0.99968192
 AI5205
 AI5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8522853622(NAD 83)
 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
 AI5205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5205.See file dsdata.pdf to determine how the superseded data were derived.
 AI5205
 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 = JULY 24, 2026 22:12:30 EDT
 KV6983 ***********************************************************************
 KV6983  DESIGNATION -  ATLANTIC
 KV6983  PID         -  KV6983
 KV6983  STATE/COUNTY-  NJ/MONMOUTH
 KV6983  COUNTRY     -  US
 KV6983  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6983
 KV6983                         *CURRENT SURVEY CONTROL
 KV6983  ______________________________________________________________________
 KV6983* NAD 83(2011) POSITION- 40 15 18.79558(N) 074 06 58.74917(W)   ADJUSTED
 KV6983* NAD 83(2011) ELLIP HT-     4.238 (meters)        (06/27/12)   ADJUSTED
 KV6983* NAD 83(2011) EPOCH   -  2010.00
 KV6983* NAVD 88 ORTHO HEIGHT -    36.8   (meters)      121.    (feet) GPS OBS
 KV6983  ______________________________________________________________________
 KV6983  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6983  GEOID HEIGHT    -        -32.850 (meters)                     GEOID93
 KV6983  GEOID HEIGHT    -        -32.560 (meters)                     GEOID18
 KV6983  NAD 83(2011) X  -  1,334,064.282 (meters)                     COMP
 KV6983  NAD 83(2011) Y  - -4,688,336.809 (meters)                     COMP
 KV6983  NAD 83(2011) Z  -  4,099,656.598 (meters)                     COMP
 KV6983  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 KV6983
 KV6983  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6983  Standards:
 KV6983         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6983            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6983  -------------------------------------------------------------------
 KV6983  NETWORK    0.37   0.59           0.16   0.14   0.30     -0.04375602
 KV6983  -------------------------------------------------------------------
 KV6983  Click here for local accuracies and other accuracy information.
 KV6983
 KV6983.The horizontal coordinates were established by GPS observations
 KV6983.and adjusted by the National Geodetic Survey in June 2012.
 KV6983
 KV6983.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6983.been affixed to the stable North American tectonic plate. See 
 KV6983.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6983
 KV6983.The horizontal coordinates are valid at the epoch date displayed above
 KV6983.which is a decimal equivalence of Year/Month/Day.
 KV6983
 KV6983.The orthometric height was determined by GPS observations and a
 KV6983.high-resolution geoid model.
 KV6983
 KV6983.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6983.GEOID18 height accuracy estimate available here.
 KV6983
 KV6983.Click photographs - Photos may exist for this station.
 KV6983
 KV6983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6983
 KV6983.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6983
 KV6983.The ellipsoidal height was determined by GPS observations
 KV6983.and is referenced to NAD 83.
 KV6983
 KV6983. The following values were computed from the NAD 83(2011) position.
 KV6983
 KV6983;                    North         East     Units Scale Factor Converg.
 KV6983;SPC NJ       -   157,921.187   182,638.452   MT  0.99991311   +0 14 52.6
 KV6983;SPC NJ       -   518,113.09    599,206.32   sFT  0.99991311   +0 14 52.6
 KV6983;UTM  18      - 4,456,459.378   575,149.645   MT  0.99966952   +0 34 15.8
 KV6983
 KV6983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6983!SPC NJ       -   0.99999934  x   0.99991311  =   0.99991245
 KV6983!UTM  18      -   0.99999934  x   0.99966952  =   0.99966886
 KV6983
 KV6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7514956459(NAD 83)
 KV6983
 KV6983                          SUPERSEDED SURVEY CONTROL
 KV6983
 KV6983  NAD 83(2007)-  40 15 18.79599(N)    074 06 58.74962(W) AD(2002.00) 0
 KV6983  ELLIP H (02/10/07)    4.247  (m)                       GP(2002.00)    
 KV6983  ELLIP H (10/23/02)    4.262  (m)                       GP(       ) 4 1
 KV6983  NAD 83(1996)-  40 15 18.79587(N)    074 06 58.74969(W) AD(       ) 1
 KV6983  ELLIP H (05/14/99)    4.247  (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
 KV6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6983.See file dsdata.pdf to determine how the superseded data were derived.
 KV6983
 KV6983_MARKER: DD = SURVEY DISK
 KV6983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6983_STAMPING: ATLANTIC
 KV6983_MARK LOGO: PSEG
 KV6983_PROJECTION: FLUSH
 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 - January 19, 2021
 KV6983
 KV6983  HISTORY     - Date     Condition        Report By
 KV6983  HISTORY     - UNK      MONUMENTED       PSEG
 KV6983  HISTORY     - 19930310 GOOD             NJGS
 KV6983  HISTORY     - 20190624 GOOD             BOSWEL
 KV6983  HISTORY     - 20210119 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.
 KV6983
 KV6983                          STATION RECOVERY (2019)
 KV6983
 KV6983'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (AB)
 KV6983'RECOVERED IN GOOD CONDITION.
 KV6983
 KV6983                          STATION RECOVERY (2021)
 KV6983
 KV6983'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV6983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2822 ***********************************************************************
 JU2822  DESIGNATION -  ATLANTIC 2
 JU2822  PID         -  JU2822
 JU2822  STATE/COUNTY-  NJ/ATLANTIC
 JU2822  COUNTRY     -  US
 JU2822  USGS QUAD   -  OCEANVILLE (2019)
 JU2822
 JU2822                         *CURRENT SURVEY CONTROL
 JU2822  ______________________________________________________________________
 JU2822* NAD 83(2011) POSITION- 39 23 00.32703(N) 074 25 30.44590(W)   ADJUSTED
 JU2822* NAD 83(2011) ELLIP HT-   -23.830 (meters)        (06/27/12)   ADJUSTED
 JU2822* NAD 83(2011) EPOCH   -  2010.00
 JU2822* NAVD 88 ORTHO HEIGHT -    10.490 (meters)       34.42  (feet) ADJUSTED
 JU2822  ______________________________________________________________________
 JU2822  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 JU2822  NAD 83(2011) X  -  1,325,413.484 (meters)                     COMP
 JU2822  NAD 83(2011) Y  - -4,755,146.856 (meters)                     COMP
 JU2822  NAD 83(2011) Z  -  4,025,293.121 (meters)                     COMP
 JU2822  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 JU2822  DYNAMIC HEIGHT  -         10.484 (meters)       34.40  (feet) COMP
 JU2822  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 JU2822
 JU2822  VERT ORDER      -  FIRST     CLASS II
 JU2822
 JU2822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2822  Standards:
 JU2822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2822  -------------------------------------------------------------------
 JU2822  NETWORK    0.80   1.55           0.36   0.28   0.79      0.11126110
 JU2822  -------------------------------------------------------------------
 JU2822  Click here for local accuracies and other accuracy information.
 JU2822
 JU2822.The horizontal coordinates were established by GPS observations
 JU2822.and adjusted by the National Geodetic Survey in June 2012.
 JU2822
 JU2822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2822.been affixed to the stable North American tectonic plate. See 
 JU2822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2822
 JU2822.The horizontal coordinates are valid at the epoch date displayed above
 JU2822.which is a decimal equivalence of Year/Month/Day.
 JU2822
 JU2822.The orthometric height was determined by differential leveling and
 JU2822.adjusted by the NATIONAL GEODETIC SURVEY
 JU2822.in June 1991.
 JU2822
 JU2822.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2822.GEOID18 height accuracy estimate available here.
 JU2822
 JU2822.Click photographs - Photos may exist for this station.
 JU2822
 JU2822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2822
 JU2822.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2822
 JU2822.The ellipsoidal height was determined by GPS observations
 JU2822.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2822
 JU2822;                    North         East     Units Scale Factor Converg.
 JU2822;SPC NJ       -    61,066.306   156,450.453   MT  0.99990051   +0 02 51.0
 JU2822;SPC NJ       -   200,348.37    513,287.86   sFT  0.99990051   +0 02 51.0
 JU2822;UTM  18      - 4,359,484.580   549,509.914   MT  0.99963018   +0 21 53.2
 JU2822
 JU2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2822!SPC NJ       -   1.00000374  x   0.99990051  =   0.99990425
 JU2822!UTM  18      -   1.00000374  x   0.99963018  =   0.99963392
 JU2822
 JU2822:                Primary Azimuth Mark                     Grid Az
 JU2822:SPC NJ       -  ATLANTIC CITY MUNICIPAL TANK             186 16 34.0
 JU2822:UTM  18      -  ATLANTIC CITY MUNICIPAL TANK             185 57 31.8
 JU2822
 JU2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4950959484(NAD 83)
 JU2822
 JU2822|---------------------------------------------------------------------|
 JU2822| PID    Reference Object                     Distance      Geod. Az  |
 JU2822|                                                           dddmmss.s |
 JU2822| JU2763 BRIGANTINE N WATER TANK NEW         APPROX. 6.0 KM 0584423.5 |
 JU2822| JU2764 BRIGANTINE MUNICIPAL TK NEW         APPROX. 4.9 KM 0633459.4 |
 JU2822| JU2821 BRIGANTINE S WATER TANK NEW         APPROX. 2.7 KM 0695803.8 |
 JU2822| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 1.4 KM 1861925.0 |
 JU2822| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 2.9 KM 1911816.2 |
 JU2822| JU2823 ATLANTIC 2 RM 5                      16.898 METERS 23102     |
 JU2822| JU2792 ATLANTIC RESET                      302.430 METERS 25332     |
 JU2822| JU4080 ATLANTIC 2 RM 6                      18.706 METERS 31514     |
 JU2822| JU4311 NJGPS 20                             54.766 METERS 33816     |
 JU2822|---------------------------------------------------------------------|
 JU2822
 JU2822                          SUPERSEDED SURVEY CONTROL
 JU2822
 JU2822  NAD 83(2007)-  39 23 00.32740(N)    074 25 30.44666(W) AD(2002.00) 0
 JU2822  ELLIP H (02/10/07)  -23.820  (m)                       GP(2002.00)    
 JU2822  ELLIP H (10/23/02)  -23.789  (m)                       GP(       ) 4 1
 JU2822  NAD 83(1996)-  39 23 00.32714(N)    074 25 30.44658(W) AD(       ) 1
 JU2822  ELLIP H (05/14/99)  -23.810  (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)  -23.883  (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              10.49   (m)           34.4    (f) LEVELING    3  
 JU2822  NGVD 29 (01/10/92)   10.894  (m)           35.74   (f) ADJUSTED    1 2
 JU2822  NGVD 29 (07/19/86)   10.4    (m)           34.     (f) VERT ANG       
 JU2822
 JU2822.Superseded values are not recommended for survey control.
 JU2822
 JU2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2822.See file dsdata.pdf to determine how the superseded data were derived.
 JU2822
 JU2822_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2822_SP_SET: BRIDGE
 JU2822_STAMPING: ATLANTIC 2 1980
 JU2822_MARK LOGO: NGS
 JU2822_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU2823 ***********************************************************************
 JU2823  DESIGNATION -  ATLANTIC 2 RM 5
 JU2823  PID         -  JU2823
 JU2823  STATE/COUNTY-  NJ/ATLANTIC
 JU2823  COUNTRY     -  US
 JU2823  USGS QUAD   -  OCEANVILLE (2019)
 JU2823
 JU2823                         *CURRENT SURVEY CONTROL
 JU2823  ______________________________________________________________________
 JU2823* NAD 83(1996) POSITION- 39 22 59.99208(N) 074 25 31.00392(W)   ADJUSTED
 JU2823* NAVD 88 ORTHO HEIGHT -     9.691 (meters)       31.79  (feet) ADJUSTED
 JU2823  ______________________________________________________________________
 JU2823  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 JU2823  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 JU2823  DYNAMIC HEIGHT  -          9.685 (meters)       31.77  (feet) COMP
 JU2823  MODELED GRAVITY -    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 and
 JU2823.adjusted by the NATIONAL GEODETIC SURVEY
 JU2823.in August 2018.
 JU2823
 JU2823.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2823.GEOID18 height accuracy estimate available here.
 JU2823
 JU2823.Click photographs - Photos may exist for this station.
 JU2823
 JU2823.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000387  x   0.99990051  =   0.99990438
 JU2823!UTM  18      -   1.00000387  x   0.99963016  =   0.99963402
 JU2823
 JU2823:                Primary Azimuth Mark                     Grid Az
 JU2823:SPC NJ       -  ABSECON LIGHT                            153 00 15.3
 JU2823:UTM  18      -  ABSECON LIGHT                            152 41 13.2
 JU2823
 JU2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4949659474(NAD 83)
 JU2823
 JU2823|---------------------------------------------------------------------|
 JU2823| PID    Reference Object                     Distance      Geod. Az  |
 JU2823|                                                           dddmmss.s |
 JU2823| JU2822 ATLANTIC 2                           16.898 METERS 05102     |
 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  NAVD 88 (06/15/91)    9.706  (m)           31.84   (f) SUPERSEDED  1 2
 JU2823  NGVD 29 (01/10/92)   10.110  (m)           33.17   (f) ADJUSTED    1 2
 JU2823  NGVD 29 (07/19/86)    9.6    (m)           31.     (f) VERT ANG       
 JU2823
 JU2823.Superseded values are not recommended for survey control.
 JU2823
 JU2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2823.See file dsdata.pdf to determine how the superseded data were derived.
 JU2823
 JU2823_MARKER: DR = REFERENCE MARK DISK
 JU2823_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2823_SP_SET: ELECTRICAL MANHOLE
 JU2823_STAMPING: ATLANTIC 2 NO 5 1980
 JU2823_MARK LOGO: NGS
 JU2823_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2823+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2021
 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  HISTORY     - 20170518 GOOD             NJGS
 JU2823  HISTORY     - 20210513 GOOD             NJGS
 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.
 JU2823
 JU2823                          STATION RECOVERY (2017)
 JU2823
 JU2823'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU2823'RECOVERED IN GOOD CONDITION.
 JU2823'
 JU2823'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST OF
 JU2823'PLEASANTVILLE, 3.7 MI (6.0 KM) WEST-SOUTHWEST OF BRIGANTINE AND 1.3 MI
 JU2823'(2.1 KM) NORTH OF ATLANTIC CITY.
 JU2823
 JU2823                          STATION RECOVERY (2021)
 JU2823
 JU2823'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 JU2823'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2765 ***********************************************************************
 JU2765  DESIGNATION -  ATLANTIC CITY CLARIDGE HOTEL
 JU2765  PID         -  JU2765
 JU2765  STATE/COUNTY-  NJ/ATLANTIC
 JU2765  COUNTRY     -  US
 JU2765  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2765
 JU2765                         *CURRENT SURVEY CONTROL
 JU2765  ______________________________________________________________________
 JU2765* NAD 83(1996) POSITION- 39 21 27.10561(N) 074 25 54.45425(W)   ADJUSTED
 JU2765  ______________________________________________________________________
 JU2765  GEOID HEIGHT    -        -34.439 (meters)                     GEOID18
 JU2765  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2765.GEOID18 height accuracy estimate available here.
 JU2765
 JU2765.Click photographs - Photos may exist for this station.
 JU2765
 JU2765.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2765
 JU2765. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4895356607(NAD 83)
 JU2765
 JU2765                          SUPERSEDED SURVEY CONTROL
 JU2765
 JU2765  NAD 83(1986)-  39 21 27.08978(N)    074 25 54.45358(W) AD(       ) 3
 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
 JU2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2765.See file dsdata.pdf to determine how the superseded data were derived.
 JU2765
 JU2765_MARKER: 87 = DOME
 JU2765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2765+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2007
 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  HISTORY     - 20070209 GOOD             UE
 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
 JU2765
 JU2765                          STATION RECOVERY (2007)
 JU2765
 JU2765'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2773 ***********************************************************************
 JU2773  DESIGNATION -  ATLANTIC CITY LIGHT
 JU2773  PID         -  JU2773
 JU2773  STATE/COUNTY-  NJ/ATLANTIC
 JU2773  COUNTRY     -  US
 JU2773  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2773
 JU2773                         *CURRENT SURVEY CONTROL
 JU2773  ______________________________________________________________________
 JU2773* NAD 83(1996) POSITION- 39 21 51.95590(N) 074 24 36.95910(W)   ADJUSTED
 JU2773* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2773  ______________________________________________________________________
 JU2773  GEOID HEIGHT    -        -34.434 (meters)                     GEOID18
 JU2773  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2773.GEOID18 height accuracy estimate available here.
 JU2773
 JU2773.Click photographs - Photos may exist for this station.
 JU2773
 JU2773.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2773
 JU2773. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000531  x   0.99990074  =   0.99990605
 JU2773!UTM  18      -   1.00000531  x   0.99963178  =   0.99963709
 JU2773
 JU2773:                Primary Azimuth Mark                     Grid Az
 JU2773:SPC NJ       -  RITZ AERO BEACON                         245 50 43.6
 JU2773:UTM  18      -  RITZ AERO BEACON                         245 31 41.9
 JU2773
 JU2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5080357385(NAD 83)
 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
 JU2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2773.See file dsdata.pdf to determine how the superseded data were derived.
 JU2773
 JU2773_MARKER: 14 = NAVIGATION LIGHT
 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 = JULY 24, 2026 22:12:30 EDT
 JU2770 ***********************************************************************
 JU2770  DESIGNATION -  ATLANTIC CITY MUNICIPAL TANK
 JU2770  PID         -  JU2770
 JU2770  STATE/COUNTY-  NJ/ATLANTIC
 JU2770  COUNTRY     -  US
 JU2770  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2770
 JU2770                         *CURRENT SURVEY CONTROL
 JU2770  ______________________________________________________________________
 JU2770* NAD 83(1996) POSITION- 39 22 14.67094(N) 074 25 36.97466(W)   ADJUSTED
 JU2770  ______________________________________________________________________
 JU2770  GEOID HEIGHT    -        -34.387 (meters)                     GEOID18
 JU2770  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2770.GEOID18 height accuracy estimate available here.
 JU2770
 JU2770.Click photographs - Photos may exist for this station.
 JU2770
 JU2770.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2770
 JU2770. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4936258076(NAD 83)
 JU2770
 JU2770                          SUPERSEDED SURVEY CONTROL
 JU2770
 JU2770  NAD 83(1986)-  39 22 14.66023(N)    074 25 36.96546(W) AD(       ) 3
 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
 JU2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2770.See file dsdata.pdf to determine how the superseded data were derived.
 JU2770
 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 = JULY 24, 2026 22:12:30 EDT
 JU2779 ***********************************************************************
 JU2779  DESIGNATION -  ATLANTIC CITY RADIO WFPG MAST
 JU2779  PID         -  JU2779
 JU2779  STATE/COUNTY-  NJ/ATLANTIC
 JU2779  COUNTRY     -  US
 JU2779  USGS QUAD   -  OCEANVILLE (2019)
 JU2779
 JU2779                         *CURRENT SURVEY CONTROL
 JU2779  ______________________________________________________________________
 JU2779* NAD 83(1996) POSITION- 39 22 34.94014(N) 074 27 06.12034(W)   ADJUSTED
 JU2779  ______________________________________________________________________
 JU2779  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 JU2779  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2779.GEOID18 height accuracy estimate available here.
 JU2779
 JU2779.Click photographs - Photos may exist for this station.
 JU2779
 JU2779.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2779
 JU2779. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4722558687(NAD 83)
 JU2779
 JU2779                          SUPERSEDED SURVEY CONTROL
 JU2779
 JU2779  NAD 83(1986)-  39 22 34.92928(N)    074 27 06.11176(W) AD(       ) 3
 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
 JU2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2779.See file dsdata.pdf to determine how the superseded data were derived.
 JU2779
 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 = JULY 24, 2026 22:12:30 EDT
 JU2942 ***********************************************************************
 JU2942  DESIGNATION -  ATLANTIC CITY S CONSOLAN TOWER
 JU2942  PID         -  JU2942
 JU2942  STATE/COUNTY-  NJ/CAPE MAY
 JU2942  COUNTRY     -  US
 JU2942  USGS QUAD   -  STONE HARBOR (2019)
 JU2942
 JU2942                         *CURRENT SURVEY CONTROL
 JU2942  ______________________________________________________________________
 JU2942* NAD 83(1996) POSITION- 39 07 28.34329(N) 074 45 54.50789(W)   ADJUSTED
 JU2942  ______________________________________________________________________
 JU2942  GEOID HEIGHT    -        -35.087 (meters)                     GEOID18
 JU2942  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2942.GEOID18 height accuracy estimate available here.
 JU2942
 JU2942.Click photographs - Photos may exist for this station.
 JU2942
 JU2942.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2942
 JU2942. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2030130623(NAD 83)
 JU2942
 JU2942                          SUPERSEDED SURVEY CONTROL
 JU2942
 JU2942  NAD 83(1991)-  39 07 28.32481(N)    074 45 54.50668(W) AD(       ) 3
 JU2942  NAD 83(1986)-  39 07 28.32483(N)    074 45 54.50673(W) AD(       ) 3
 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
 JU2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2942.See file dsdata.pdf to determine how the superseded data were derived.
 JU2942
 JU2942_MARKER: 55 = TOWER
 JU2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2942+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 JU2942
 JU2942  HISTORY     - Date     Condition        Report By
 JU2942  HISTORY     - 1956     FIRST OBSERVED   CGS
 JU2942  HISTORY     - 20080617 GOOD             UE
 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.
 JU2942
 JU2942                          STATION RECOVERY (2008)
 JU2942
 JU2942'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU2942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4943 ***********************************************************************
 KV4943  DESIGNATION -  ATLANTIC HIGHLANDS W MEAS MI
 KV4943  PID         -  KV4943
 KV4943  STATE/COUNTY-  NJ/MONMOUTH
 KV4943  COUNTRY     -  US
 KV4943  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4943
 KV4943                         *CURRENT SURVEY CONTROL
 KV4943  ______________________________________________________________________
 KV4943* NAD 83(1996) POSITION- 40 25 28.61213(N) 074 02 29.72564(W)   ADJUSTED
 KV4943* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV4943  ______________________________________________________________________
 KV4943  GEOID HEIGHT    -        -32.452 (meters)                     GEOID18
 KV4943  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4943.GEOID18 height accuracy estimate available here.
 KV4943
 KV4943.Click photographs - Photos may exist for this station.
 KV4943
 KV4943.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4943
 KV4943. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000483  x   0.99991862  =   0.99992345
 KV4943!UTM  18      -   1.00000483  x   0.99968136  =   0.99968618
 KV4943
 KV4943:                Primary Azimuth Mark                     Grid Az
 KV4943:SPC NJ       -  SHB 6                                    241 24 49.5
 KV4943:UTM  18      -  SHB 6                                    241 05 22.2
 KV4943
 KV4943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8130175327(NAD 83)
 KV4943
 KV4943|---------------------------------------------------------------------|
 KV4943| PID    Reference Object                     Distance      Geod. Az  |
 KV4943|                                                           dddmmss.s |
 KV4943| CB6542 WEST REAR RANGE                                    20003     |
 KV4943| KV4982 SHB 6                               APPROX. 1.0 KM 2414239.6 |
 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
 KV4943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4943.See file dsdata.pdf to determine how the superseded data were derived.
 KV4943
 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 = JULY 24, 2026 22:12:30 EDT
 KV4945 ***********************************************************************
 KV4945  DESIGNATION -  ATLANTIC HIGHLANDS E MEAS MI
 KV4945  PID         -  KV4945
 KV4945  STATE/COUNTY-  NJ/MONMOUTH
 KV4945  COUNTRY     -  US
 KV4945  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4945
 KV4945                         *CURRENT SURVEY CONTROL
 KV4945  ______________________________________________________________________
 KV4945* NAD 83(1996) POSITION- 40 25 08.01302(N) 074 01 15.93531(W)   ADJUSTED
 KV4945* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV4945  ______________________________________________________________________
 KV4945  GEOID HEIGHT    -        -32.495 (meters)                     GEOID18
 KV4945  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4945.GEOID18 height accuracy estimate available here.
 KV4945
 KV4945.Click photographs - Photos may exist for this station.
 KV4945
 KV4945.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4945
 KV4945. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4945:SPC NJ       -  ATLANTIC HIGHLANDS W MEAS MI             289 45 41.3
 KV4945:UTM  18      -  ATLANTIC HIGHLANDS W MEAS MI             289 26 14.1
 KV4945
 KV4945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8304774711(NAD 83)
 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
 KV4945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4945.See file dsdata.pdf to determine how the superseded data were derived.
 KV4945
 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 = JULY 24, 2026 22:12:30 EDT
 JU4077 ***********************************************************************
 JU4077  DESIGNATION -  ATLANTIC RESET
 JU4077  PID         -  JU4077
 JU4077  STATE/COUNTY-  NJ/ATLANTIC
 JU4077  COUNTRY     -  US
 JU4077  USGS QUAD   -  OCEANVILLE (2019)
 JU4077
 JU4077                         *CURRENT SURVEY CONTROL
 JU4077  ______________________________________________________________________
 JU4077* NAD 83(1986) POSITION- 39 22 57.56   (N) 074 25 42.57   (W)   HD_HELD1
 JU4077* NAVD 88 ORTHO HEIGHT -     1.812 (meters)        5.94  (feet) ADJUSTED
 JU4077  ______________________________________________________________________
 JU4077  GEOID HEIGHT    -        -34.334 (meters)                     GEOID18
 JU4077  DYNAMIC HEIGHT  -          1.811 (meters)        5.94  (feet) COMP
 JU4077  MODELED GRAVITY -    980,110.3   (mgal)                       NAVD 88
 JU4077
 JU4077  VERT ORDER      -  SECOND    CLASS I
 JU4077
 JU4077.The horizontal coordinates were determined by differentially corrected
 JU4077.hand held GPS observations or other comparable positioning techniques
 JU4077.and have an estimated accuracy of +/- 3 meters.
 JU4077
 JU4077.The orthometric height was determined by differential leveling and
 JU4077.adjusted by the NATIONAL GEODETIC SURVEY
 JU4077.in March 2001.
 JU4077
 JU4077.No vertical observational check was made to the station.
 JU4077
 JU4077.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4077.GEOID18 height accuracy estimate available here.
 JU4077
 JU4077.Click photographs - Photos may exist for this station.
 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       -    60,980.7     156,160.4     MT  (+/- 3 meters HH1 GPS) 
 JU4077
 JU4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4922059397(NAD 83)
 JU4077
 JU4077                          SUPERSEDED SURVEY CONTROL
 JU4077
 JU4077  NAVD 88 (06/15/91)    1.802  (m)            5.91   (f) SUPERSEDED  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
 JU4077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4077.See file dsdata.pdf to determine how the superseded data were derived.
 JU4077
 JU4077_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4077_STAMPING: ATLANTIC 1932 1981
 JU4077_MARK LOGO: NGS
 JU4077_PROJECTION: RECESSED 8 CENTIMETERS
 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     - 19891103 GOOD             NJGS
 JU4077  HISTORY     - 19900808 GOOD             NJGS
 JU4077  HISTORY     - 19960913 MARK NOT FOUND   NJGS
 JU4077  HISTORY     - 20170331 MARK NOT FOUND   NJGS
 JU4077
 JU4077                          STATION DESCRIPTION
 JU4077
 JU4077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 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 REFERENCE
 JU4077'MARK 4.  A SEARCH WAS MADE FOR THE AZIMUTH MARK, 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 STAMPED  ---ATLANTIC 1932 1981---,
 JU4077'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON SIDE RECESSED
 JU4077'8 CM BELOW GROUND.  LOCATED 8.81 METERS (28.9 FT) WEST-NORTHWEST FROM
 JU4077'THE CENTER OF THE ROAD, 4.6 METERS (15.1 FT) NORTHEAST FROM A POWER
 JU4077'POLE BT 41AC A18428, 1.68 METERS (5.5 FT) WEST FROM A POWER POLE GUY
 JU4077'ANCHOR AND 0.49 METERS (1.6 FT) SOUTHEAST FROM A WITNESS POST.  THE
 JU4077'UNDERGROUND MARK IS A STANDARD CGS DISK 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 STAMPED
 JU4077'---ATLANTIC 1932 NO 4 1973---, SET INTO THE TOP OF A ROUND CONCRETE
 JU4077'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 7.56 METERS
 JU4077'(24.8 FT) EAST-SOUTHEAST FROM THE CENTER OF THE ROAD, 0.55 METERS
 JU4077'(1.8 FT) SOUTH-SOUTHWEST FROM A POWER POLE 2544 ACE AND 0.49 METERS
 JU4077'(1.6 FT) NORTH-NORTHEAST FROM A WITNESS POST.  MARK IS LEVEL WITH THE
 JU4077'STATION.
 JU4077'
 JU4077'REFERENCE MARK NO. 7 IS A STANDARD NGS DISK STAMPED
 JU4077'---ATLANTIC 1932 NO 7 1981---, SET INTO A DRILL HOLE IN A CONCRETE
 JU4077'WATER SHED SLAB ABOUT 50 METERS SOUTHEAST OF THE HARRAH CASINO.  6.40
 JU4077'METERS (21.0 FT) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 0.91 METERS
 JU4077'(3.0 FT) NORTHWEST FROM A POWER POLE 2547 ACE AND 0.24 METERS (0.8 FT)
 JU4077'WEST-NORTHWEST FROM A CURVED CURB ON THE EAST SIDE OF THE ROAD.  MARK
 JU4077'IS LEVEL WITH THE STATION.
 JU4077'
 JU4077'DESCRIBED BY R G POUST.
 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.
 JU4077
 JU4077                          STATION RECOVERY (2017)
 JU4077
 JU4077'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4077'THE OLD ROADWAY HAS BEEN REMOVED AND A PARKING LOT HAS BEEN
 JU4077'CONSTRUCTED.  THE POSITION OF THE STATION FALLS IN THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4079 ***********************************************************************
 JU4079  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4079  DESIGNATION -  ATLANTIC RM 4
 JU4079  PID         -  JU4079
 JU4079  STATE/COUNTY-  NJ/ATLANTIC
 JU4079  COUNTRY     -  US
 JU4079  USGS QUAD   -  OCEANVILLE (2019)
 JU4079
 JU4079                         *CURRENT SURVEY CONTROL
 JU4079  ______________________________________________________________________
 JU4079* NAD 83(1986) POSITION- 39 22 56.35   (N) 074 25 42.39   (W)   HD_HELD1
 JU4079* NAVD 88 ORTHO HEIGHT -     1.724 (meters)        5.66  (feet) ADJUSTED
 JU4079  ______________________________________________________________________
 JU4079  GEOID HEIGHT    -        -34.336 (meters)                     GEOID18
 JU4079  DYNAMIC HEIGHT  -          1.724 (meters)        5.66  (feet) COMP
 JU4079  MODELED GRAVITY -    980,110.5   (mgal)                       NAVD 88
 JU4079
 JU4079  VERT ORDER      -  FIRST     CLASS II
 JU4079
 JU4079.The horizontal coordinates were determined by differentially corrected
 JU4079.hand held GPS observations or other comparable positioning techniques
 JU4079.and have an estimated accuracy of +/- 3 meters.
 JU4079
 JU4079.The orthometric height was determined by differential leveling and
 JU4079.adjusted by the NATIONAL GEODETIC SURVEY
 JU4079.in June 1991.
 JU4079
 JU4079.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4079.GEOID18 height accuracy estimate available here.
 JU4079
 JU4079.This Tidal Bench Mark is designated as VM 2711
 JU4079.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU4079
 JU4079.Click photographs - Photos may exist for this station.
 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       -    60,943.4     156,164.7     MT  (+/- 3 meters HH1 GPS) 
 JU4079
 JU4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4922459360(NAD 83)
 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
 JU4079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4079.See file dsdata.pdf to determine how the superseded data were derived.
 JU4079
 JU4079_MARKER: DR = REFERENCE MARK DISK
 JU4079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4079_STAMPING: ATLANTIC 1932 NO 4 1973
 JU4079_MARK LOGO: NGS
 JU4079_PROJECTION: RECESSED 30 CENTIMETERS
 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  HISTORY     - 20170331 MARK NOT FOUND   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.
 JU4079
 JU4079                          STATION RECOVERY (2017)
 JU4079
 JU4079'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4079'THE OLD ROADWAY HAS BEEN REMOVED AND A PARKING LOT HAS BEEN
 JU4079'CONSTRUCTED.  THE POSITION OF THE STATION FALLS IN THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4078 ***********************************************************************
 JU4078  DESIGNATION -  ATLANTIC RM 7
 JU4078  PID         -  JU4078
 JU4078  STATE/COUNTY-  NJ/ATLANTIC
 JU4078  COUNTRY     -  US
 JU4078  USGS QUAD   -  OCEANVILLE (2019)
 JU4078
 JU4078                         *CURRENT SURVEY CONTROL
 JU4078  ______________________________________________________________________
 JU4078* NAD 83(1986) POSITION- 39 22 59.51   (N) 074 25 41.01   (W)   HD_HELD1
 JU4078* NAVD 88 ORTHO HEIGHT -     2.076 (meters)        6.81  (feet) ADJUSTED
 JU4078  ______________________________________________________________________
 JU4078  GEOID HEIGHT    -        -34.333 (meters)                     GEOID18
 JU4078  DYNAMIC HEIGHT  -          2.075 (meters)        6.81  (feet) COMP
 JU4078  MODELED GRAVITY -    980,110.4   (mgal)                       NAVD 88
 JU4078
 JU4078  VERT ORDER      -  SECOND    CLASS I
 JU4078
 JU4078.The horizontal coordinates were determined by differentially corrected
 JU4078.hand held GPS observations or other comparable positioning techniques
 JU4078.and have an estimated accuracy of +/- 3 meters.
 JU4078
 JU4078.The orthometric height was determined by differential leveling and
 JU4078.adjusted by the NATIONAL GEODETIC SURVEY
 JU4078.in March 2001.
 JU4078
 JU4078.No vertical observational check was made to the station.
 JU4078
 JU4078.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4078.GEOID18 height accuracy estimate available here.
 JU4078
 JU4078.Click photographs - Photos may exist for this station.
 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       -    61,040.9     156,197.7     MT  (+/- 3 meters HH1 GPS) 
 JU4078
 JU4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4925759457(NAD 83)
 JU4078
 JU4078                          SUPERSEDED SURVEY CONTROL
 JU4078
 JU4078  NAVD 88 (06/15/91)    2.074  (m)            6.80   (f) SUPERSEDED  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
 JU4078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4078.See file dsdata.pdf to determine how the superseded data were derived.
 JU4078
 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_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  HISTORY     - 20170331 MARK NOT FOUND   NJGS
 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.
 JU4078
 JU4078                          STATION RECOVERY (2017)
 JU4078
 JU4078'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4078'THE ROADWAY HAS BEEN REALIGNED.  THE STATION WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7132 ***********************************************************************
 KV7132  DESIGNATION -  ATLANTIS
 KV7132  PID         -  KV7132
 KV7132  STATE/COUNTY-  NJ/MORRIS
 KV7132  COUNTRY     -  US
 KV7132  USGS QUAD   -  CHESTER (2019)
 KV7132
 KV7132                         *CURRENT SURVEY CONTROL
 KV7132  ______________________________________________________________________
 KV7132* NAD 83(2011) POSITION- 40 51 58.39432(N) 074 44 35.95924(W)   ADJUSTED
 KV7132* NAD 83(2011) ELLIP HT-   254.652 (meters)        (06/27/12)   ADJUSTED
 KV7132* NAD 83(2011) EPOCH   -  2010.00
 KV7132* NAVD 88 ORTHO HEIGHT -   287.6   (meters)      944.    (feet) GPS OBS
 KV7132  ______________________________________________________________________
 KV7132  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7132  GEOID HEIGHT    -        -33.260 (meters)                     GEOID93
 KV7132  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 KV7132  NAD 83(2011) X  -  1,271,120.000 (meters)                     COMP
 KV7132  NAD 83(2011) Y  - -4,660,273.706 (meters)                     COMP
 KV7132  NAD 83(2011) Z  -  4,151,366.071 (meters)                     COMP
 KV7132  LAPLACE CORR    -          3.05  (seconds)                    DEFLEC18
 KV7132
 KV7132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7132  Standards:
 KV7132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7132  -------------------------------------------------------------------
 KV7132  NETWORK    0.54   1.08           0.24   0.20   0.55      0.04838557
 KV7132  -------------------------------------------------------------------
 KV7132  Click here for local accuracies and other accuracy information.
 KV7132
 KV7132.The horizontal coordinates were established by GPS observations
 KV7132.and adjusted by the National Geodetic Survey in June 2012.
 KV7132
 KV7132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7132.been affixed to the stable North American tectonic plate. See 
 KV7132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7132
 KV7132.The horizontal coordinates are valid at the epoch date displayed above
 KV7132.which is a decimal equivalence of Year/Month/Day.
 KV7132
 KV7132.The orthometric height was determined by GPS observations and a
 KV7132.high-resolution geoid model.
 KV7132
 KV7132.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7132.GEOID18 height accuracy estimate available here.
 KV7132
 KV7132.Click photographs - Photos may exist for this station.
 KV7132
 KV7132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7132
 KV7132.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7132
 KV7132.The ellipsoidal height was determined by GPS observations
 KV7132.and is referenced to NAD 83.
 KV7132
 KV7132. The following values were computed from the NAD 83(2011) position.
 KV7132
 KV7132;                    North         East     Units Scale Factor Converg.
 KV7132;SPC NJ       -   225,721.000   129,488.763   MT  0.99990518   -0 09 33.1
 KV7132;SPC NJ       -   740,552.98    424,831.05   sFT  0.99990518   -0 09 33.1
 KV7132;UTM  18      - 4,523,938.159   521,630.611   MT  0.99960576   +0 10 04.6
 KV7132
 KV7132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7132!SPC NJ       -   0.99996006  x   0.99990518  =   0.99986524
 KV7132!UTM  18      -   0.99996006  x   0.99960576  =   0.99956583
 KV7132
 KV7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2163023938(NAD 83)
 KV7132
 KV7132                          SUPERSEDED SURVEY CONTROL
 KV7132
 KV7132  NAD 83(2007)-  40 51 58.39451(N)    074 44 35.96019(W) AD(2002.00) 0
 KV7132  ELLIP H (02/10/07)  254.665  (m)                       GP(2002.00)    
 KV7132  ELLIP H (10/23/02)  254.661  (m)                       GP(       ) 4 1
 KV7132  NAD 83(1996)-  40 51 58.39457(N)    074 44 35.96050(W) AD(       ) 1
 KV7132  ELLIP H (05/14/99)  254.655  (m)                       GP(       ) 4 1
 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
 KV7132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7132.See file dsdata.pdf to determine how the superseded data were derived.
 KV7132
 KV7132_MARKER: DD = SURVEY DISK
 KV7132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7132_STAMPING: ATLANTIS 1993
 KV7132_MARK LOGO: NJGS
 KV7132_PROJECTION: FLUSH
 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 - October 02, 2023
 KV7132
 KV7132  HISTORY     - Date     Condition        Report By
 KV7132  HISTORY     - 1993     MONUMENTED       AASCO
 KV7132  HISTORY     - 20060503 GOOD             AASCO
 KV7132  HISTORY     - 20231002 GOOD             USPSQD
 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.
 KV7132
 KV7132                          STATION RECOVERY (2023)
 KV7132
 KV7132'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KV7132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2992 ***********************************************************************
 JU2992  DESIGNATION -  ATSION
 JU2992  PID         -  JU2992
 JU2992  STATE/COUNTY-  NJ/BURLINGTON
 JU2992  COUNTRY     -  US
 JU2992  USGS QUAD   -  ATSION (2019)
 JU2992
 JU2992                         *CURRENT SURVEY CONTROL
 JU2992  ______________________________________________________________________
 JU2992* NAD 83(2011) POSITION- 39 44 37.07824(N) 074 43 32.66129(W)   ADJUSTED
 JU2992* NAD 83(2011) ELLIP HT-   -16.483 (meters)        (06/27/12)   ADJUSTED
 JU2992* NAD 83(2011) EPOCH   -  2010.00
 JU2992* NAVD 88 ORTHO HEIGHT -    16.6   (meters)       54.    (feet) GPS OBS
 JU2992  ______________________________________________________________________
 JU2992  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU2992  GEOID HEIGHT    -        -33.374 (meters)                     GEOID93
 JU2992  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 JU2992  NAD 83(2011) X  -  1,293,737.412 (meters)                     COMP
 JU2992  NAD 83(2011) Y  - -4,737,468.203 (meters)                     COMP
 JU2992  NAD 83(2011) Z  -  4,056,128.716 (meters)                     COMP
 JU2992  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 JU2992
 JU2992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2992  Standards:
 JU2992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2992  -------------------------------------------------------------------
 JU2992  NETWORK    0.48   0.90           0.22   0.16   0.46      0.01015098
 JU2992  -------------------------------------------------------------------
 JU2992  Click here for local accuracies and other accuracy information.
 JU2992
 JU2992.The horizontal coordinates were established by GPS observations
 JU2992.and adjusted by the National Geodetic Survey in June 2012.
 JU2992
 JU2992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2992.been affixed to the stable North American tectonic plate. See 
 JU2992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2992
 JU2992.The horizontal coordinates are valid at the epoch date displayed above
 JU2992.which is a decimal equivalence of Year/Month/Day.
 JU2992
 JU2992.The orthometric height was determined by GPS observations and a
 JU2992.high-resolution geoid model.
 JU2992
 JU2992.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2992.GEOID18 height accuracy estimate available here.
 JU2992
 JU2992.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 JU2992
 JU2992.The ellipsoidal height was determined by GPS observations
 JU2992.and is referenced to NAD 83.
 JU2992
 JU2992. The following values were computed from the NAD 83(2011) position.
 JU2992
 JU2992;                    North         East     Units Scale Factor Converg.
 JU2992;SPC NJ       -   101,076.620   130,653.285   MT  0.99990461   -0 08 39.6
 JU2992;SPC NJ       -   331,615.54    428,651.65   sFT  0.99990461   -0 08 39.6
 JU2992;UTM  18      - 4,399,339.560   523,498.146   MT  0.99960680   +0 10 31.3
 JU2992
 JU2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2992!SPC NJ       -   1.00000259  x   0.99990461  =   0.99990720
 JU2992!UTM  18      -   1.00000259  x   0.99960680  =   0.99960938
 JU2992
 JU2992:                Primary Azimuth Mark                     Grid Az
 JU2992:SPC NJ       -  ATSION AZ MK                             190 09 33.3
 JU2992:UTM  18      -  ATSION AZ MK                             189 50 22.4
 JU2992
 JU2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2349899339(NAD 83)
 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                                       1900053.7 |
 JU2992| JU4087 ATSION AZ MK 2                      APPROX. 0.7 KM 1902331.7 |
 JU2992|---------------------------------------------------------------------|
 JU2992
 JU2992                          SUPERSEDED SURVEY CONTROL
 JU2992
 JU2992  NAD 83(2007)-  39 44 37.07862(N)    074 43 32.66199(W) AD(2002.00) 0
 JU2992  ELLIP H (02/10/07)  -16.474  (m)                       GP(2002.00)    
 JU2992  ELLIP H (10/23/02)  -16.456  (m)                       GP(       ) 4 1
 JU2992  NAD 83(1996)-  39 44 37.07835(N)    074 43 32.66201(W) AD(       ) 1
 JU2992  ELLIP H (05/14/99)  -16.481  (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)  -16.509  (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
 JU2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2992.See file dsdata.pdf to determine how the superseded data were derived.
 JU2992
 JU2992_MARKER: DS = TRIANGULATION STATION DISK
 JU2992_SETTING: 7 = SET IN TOP OF 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 - March 29, 2011
 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  HISTORY     - 20110329 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 SETTLEMENT
 JU2992'OF ATSION, 0.2 MILE NORTH ALONG THE HIGHWAY FROM THE BRIDGE OVER
 JU2992'ATSION LAKE, ON A SMALL RISE OF GROUND, 23 PACES EAST OF THE
 JU2992'CENTERLINE OF THE HIGHWAY, ABOUT 50 PACES SOUTH OF WESICKAMAN CREEK,
 JU2992'18 PACES NORTH OF A 40-INCH OAK.  THE MARK PROJECTS 3 INCHES ABOVE THE
 JU2992'SURFACE OF THE GROUND, NOTES 1A AND 7A.
 JU2992'
 JU2992'THE ORIGINAL UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY
 JU2992'STATION MARK (AN UNMARKED MONEL-METAL RIVET SET IN THE TOP OF A 7-INCH
 JU2992'CYLINDER OF CONCRETE) WAS REPLACED BY A STANDARD UNITED STATES COAST
 JU2992'AND GEODETIC SURVEY STATION MARK, SET IN A 12-INCH SQUARE BLOCK OF
 JU2992'CONCRETE, AND IS STAMPED ATSION 1935.
 JU2992'
 JU2992'TO REACH THE STATION FROM THE PENNSYLVANIA RAILROAD STATION IN
 JU2992'HAMMONTON, GO NORTH ON BELLEVUE AVENUE FOR 1.15 MILES AND TURN RIGHT
 JU2992'ON U.S. HIGHWAY 30, THEN IMMEDIATELY LEFT ON STATE HIGHWAY 39 AND
 JU2992'CONTINUE 7.25 MILES, OR 0.2 MILE PAST THE HIGHWAY BRIDGE OVER ATSION
 JU2992'LAKE, TO THE STATION ON THE RIGHT.
 JU2992'
 JU2992'REFERENCE MARK NO. 1 IS 19.660 METERS (64.50 FEET) NORTH-NORTHEAST OF
 JU2992'THE STATION, 4 PACES SOUTHEAST OF A GROUP OF 8-INCH OAKS, AT THE NORTH
 JU2992'EDGE OF THE KNOLL, AND PROJECTS 3 INCHES, NOTE 11A.
 JU2992'
 JU2992'REFERENCE MARK NO. 2 IS 16.918 METERS (55.50 FEET) SOUTHEAST OF THE
 JU2992'STATION, AT THE EAST EDGE OF THE KNOLL, 17 PACES NORTHEAST OF A
 JU2992'40-INCH OAK, AND PROJECTS 5 INCHES, NOTE 11A.
 JU2992'
 JU2992'AZIMUTH MARK IS UNITED STATES COAST AND GEODETIC SURVEY AND STATE
 JU2992'SURVEY TRAVERSE STATION MON. NO. 1094 AND IS 0.3 MILE SOUTH OF ATSION,
 JU2992'7 PACES EAST OF THE CENTERLINE OF STATE HIGHWAY 39, 135 PACES SOUTH OF
 JU2992'THE HIGHWAY BRIDGE OVER ATSION LAKE, IN THE SOUTHEAST ANGLE OF A DIRT
 JU2992'CROSSING, 12 PACES SOUTH OF POWER-LINE POLE A.C.E. NO. 6201, 1-1/2
 JU2992'PACES WEST OF A LINE OF POWER-LINE POLES.  THE MARK IS A STANDARD U.S.
 JU2992'COAST AND GEODETIC SURVEY AND STATE SURVEY TRAVERSE STATION MARK SET
 JU2992'IN THE TOP OF A 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.  THE STATION AND REFERENCE
 JU2992'MARKS WERE RECOVERED AT THIS DATE.  THE AZIMUTH MARK WAS NOT RECOVERED
 JU2992'AND HAS PROBABLY BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 JU2992'THE ANGLE OBSERVED WAS 22.3 MINUTES LESS THAN IN 1935 AND THE
 JU2992'DISTANCES WERE LONGER BY 2 CM TO REFERENCE MARK 2 AND 4 CM SHORTER TO
 JU2992'REFERENCE MARK 1.  THE SOIL IN THE AREA IS SAND WHICH MAY ACCOUNT FOR
 JU2992'THE PROBLEM.  ALSO THAT IN 1935 A NAIL WAS REPLACED BY A DISK.
 JU2992'
 JU2992'THE STATION IS LOCATED ABOUT 11.7 KM (7.2 MI) NORTH-NORTHEAST OF
 JU2992'HAMMONTON, 17.7 KM (11.0 MI) EAST-SOUTHEAST OF BERLIN AND 0.7 KM
 JU2992'(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 IN
 JU2992'HAMMONTON GO NORTH ON U.S. HIGHWAY 206 FOR 11.6 KM (7.2 MI) TO THE
 JU2992'ENTRANCE TO THE ATSION LAKE PARK.  CONTINUE AHEAD FOR 0.7 KM (0.4 MI)
 JU2992'TO THE STATION ON THE RIGHT IN THE NORTHWEST RAISED AND CLEARED LAWN
 JU2992'AREA NORTH OF THE HEADQUARTERS OF THE WHARTON STATE FOREST.
 JU2992'
 JU2992'THE STATION IS A STANDARD CGS DISK STAMPED ---ATSION 1935---, SET INTO
 JU2992'THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON SIDE FLUSH WITH GROUND.
 JU2992'LOCATED 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, 17.0
 JU2992'METERS (55.8 FT) EAST-NORTHEAST FROM A POWER POLE C6224, 15.0 METERS
 JU2992'(49.2 FT) WEST FROM THE EAST EDGE OF THE CLEARING AND 0.36 METERS
 JU2992'(1.2 FT) WEST FROM A WITNESS POST.
 JU2992'
 JU2992'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED
 JU2992'---ATSION NO 1 1935---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2992'25 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED 24.8 METERS
 JU2992'(81.4 FT) EAST FROM THE CENTER OF THE HIGHWAY AND 1.0 METERS (3.1 FT)
 JU2992'NORTH FROM THE EDGE OF THE CLEARED AREA.  MARK IS LEVEL WITH THE
 JU2992'STATION.
 JU2992'
 JU2992'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED
 JU2992'---ATSION NO 2 1935---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2992'25 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED 31.6 METERS
 JU2992'(103.7 FT) EAST FROM A POWER POLE C6224, 1.5 METERS (4.9 FT) SOUTH
 JU2992'FROM A 9 INCH CATALPA TREE AND 1.0 METERS (3.1 FT) EAST FROM THE EDGE
 JU2992'OF THE CLEARING.  MARK IS LEVEL WITH THE STATION.
 JU2992'
 JU2992'AZIMUTH MARK NO. 2 IS A STANDARD NJGS DISK STAMPED ---ATSION 1935---,
 JU2992'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 JU2992'WITH GROUND.  LOCATED 17.2 METERS (56.3 FT) SOUTHEAST FROM THE
 JU2992'SOUTHEAST CORNER OF A CONCRETE HEADWALL, 11.3 METERS (37.1 FT) WEST
 JU2992'FROM THE CENTERLINE OF THE HIGHWAY, 9.9 METERS (32.4 FT) EAST FROM THE
 JU2992'SOUTHEAST CORNER OF A CONCRETE HEADWALL AND 8.4 METERS (27.4 FT)
 JU2992'NORTHEAST FROM A 50 FOOT HIGH FLAGPOLE.  TO REACH THE AZIMUTH FROM THE
 JU2992'STATION, GO SOUTH FOR 0.7 KM (0.43 MI) ON U.S. HIGHWAY 206 TO THE
 JU2992'STATION ON THE RIGHT AT THE SECOND FLAGPOLE AT THE ENTRANCE TO ATSION
 JU2992'LAKE 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.
 JU2992
 JU2992                          STATION RECOVERY (2011)
 JU2992
 JU2992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU2992'STATION ATSION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH
 JU2992'MARK NO. 2 WERE RECOVERED AS DESCRIBED WITH THE FOLLOWING
 JU2992'CHANGES/CORRECTIONS.  REFERENCE MARK NO. 1 IS IN AN OVERGROWN AREA 15
 JU2992'FEET NORTH FROM THE EDGE OF THE CLEARED AREA AND IS FLUSH WITH THE
 JU2992'GROUND. AZIMUTH MARK NO. 2 IS STAMPED ---ATSION AZ MK 1988---. SEE
 JU2992'JU4087 FOR AZIMUTH MARK NO. 2 DATASHEET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4087 ***********************************************************************
 JU4087  DESIGNATION -  ATSION AZ MK 2
 JU4087  PID         -  JU4087
 JU4087  STATE/COUNTY-  NJ/BURLINGTON
 JU4087  COUNTRY     -  US
 JU4087  USGS QUAD   -  ATSION (2019)
 JU4087
 JU4087                         *CURRENT SURVEY CONTROL
 JU4087  ______________________________________________________________________
 JU4087* NAD 83(2011) POSITION- 39 44 13.56655(N) 074 43 38.24624(W)   ADJUSTED
 JU4087* NAD 83(2011) ELLIP HT-   -18.795 (meters)        (06/27/12)   ADJUSTED
 JU4087* NAD 83(2011) EPOCH   -  2010.00
 JU4087* NAVD 88 ORTHO HEIGHT -    14.3   (meters)       47.    (feet) GPS OBS
 JU4087  ______________________________________________________________________
 JU4087  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4087  GEOID HEIGHT    -        -33.392 (meters)                     GEOID93
 JU4087  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 JU4087  NAD 83(2011) X  -  1,293,730.784 (meters)                     COMP
 JU4087  NAD 83(2011) Y  - -4,737,948.730 (meters)                     COMP
 JU4087  NAD 83(2011) Z  -  4,055,569.645 (meters)                     COMP
 JU4087  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 JU4087
 JU4087  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4087  Standards:
 JU4087         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4087            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4087  -------------------------------------------------------------------
 JU4087  NETWORK    0.49   0.92           0.22   0.17   0.47     -0.06848027
 JU4087  -------------------------------------------------------------------
 JU4087  Click here for local accuracies and other accuracy information.
 JU4087
 JU4087.The horizontal coordinates were established by GPS observations
 JU4087.and adjusted by the National Geodetic Survey in June 2012.
 JU4087
 JU4087.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4087.been affixed to the stable North American tectonic plate. See 
 JU4087.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4087
 JU4087.The horizontal coordinates are valid at the epoch date displayed above
 JU4087.which is a decimal equivalence of Year/Month/Day.
 JU4087
 JU4087.The orthometric height was determined by GPS observations and a
 JU4087.high-resolution geoid model.
 JU4087
 JU4087.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4087.GEOID18 height accuracy estimate available here.
 JU4087
 JU4087.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 JU4087
 JU4087.The ellipsoidal height was determined by GPS observations
 JU4087.and is referenced to NAD 83.
 JU4087
 JU4087. The following values were computed from the NAD 83(2011) position.
 JU4087
 JU4087;                    North         East     Units Scale Factor Converg.
 JU4087;SPC NJ       -   100,351.890   130,518.487   MT  0.99990467   -0 08 43.1
 JU4087;SPC NJ       -   329,237.83    428,209.40   sFT  0.99990467   -0 08 43.1
 JU4087;UTM  18      - 4,398,614.306   523,367.433   MT  0.99960672   +0 10 27.6
 JU4087
 JU4087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4087!SPC NJ       -   1.00000295  x   0.99990467  =   0.99990762
 JU4087!UTM  18      -   1.00000295  x   0.99960672  =   0.99960967
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2336798614(NAD 83)
 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  NAD 83(2007)-  39 44 13.56694(N)    074 43 38.24694(W) AD(2002.00) 0
 JU4087  ELLIP H (02/10/07)  -18.787  (m)                       GP(2002.00)    
 JU4087  ELLIP H (10/23/02)  -18.768  (m)                       GP(       ) 4 1
 JU4087  NAD 83(1996)-  39 44 13.56663(N)    074 43 38.24696(W) AD(       ) 1
 JU4087  ELLIP H (05/14/99)  -18.794  (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)  -18.821  (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
 JU4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4087.See file dsdata.pdf to determine how the superseded data were derived.
 JU4087
 JU4087_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4087_SETTING: 7 = 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 NOT SUITABLE FOR
 JU4087+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2011
 JU4087
 JU4087  HISTORY     - Date     Condition        Report By
 JU4087  HISTORY     - 1988     MONUMENTED       NJGS
 JU4087  HISTORY     - 19951201 GOOD             TWT
 JU4087  HISTORY     - 20020525 GOOD             INDIV
 JU4087  HISTORY     - 20110329 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.
 JU4087
 JU4087                          STATION RECOVERY (2011)
 JU4087
 JU4087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU4087'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5696 ***********************************************************************
 KV5696  DESIGNATION -  ATT RELAY TWR SSE RIVERSIDE
 KV5696  PID         -  KV5696
 KV5696  STATE/COUNTY-  NJ/BURLINGTON
 KV5696  COUNTRY     -  US
 KV5696  USGS QUAD   -  BEVERLY (2016)
 KV5696
 KV5696                         *CURRENT SURVEY CONTROL
 KV5696  ______________________________________________________________________
 KV5696* NAD 83(1996) POSITION- 40 00 35.68226(N) 074 55 51.85127(W)   ADJUSTED
 KV5696  ______________________________________________________________________
 KV5696  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 KV5696  LAPLACE CORR    -          2.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5696.GEOID18 height accuracy estimate available here.
 KV5696
 KV5696.Click photographs - Photos may exist for this station.
 KV5696
 KV5696.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5696
 KV5696. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0588328859(NAD 83)
 KV5696
 KV5696                          SUPERSEDED SURVEY CONTROL
 KV5696
 KV5696  NAD 83(1986)-  40 00 35.67976(N)    074 55 51.85318(W) AD(       ) 3
 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
 KV5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5696.See file dsdata.pdf to determine how the superseded data were derived.
 KV5696
 KV5696_MARKER: 45 = MICROWAVE TOWER
 KV5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5696+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2007
 KV5696
 KV5696  HISTORY     - Date     Condition        Report By
 KV5696  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV5696  HISTORY     - 20070419 GOOD             UE
 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.
 KV5696
 KV5696                          STATION RECOVERY (2007)
 KV5696
 KV5696'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3236 ***********************************************************************
 JU3236  DESIGNATION -  AUBURN
 JU3236  PID         -  JU3236
 JU3236  STATE/COUNTY-  NJ/SALEM
 JU3236  COUNTRY     -  US
 JU3236  USGS QUAD   -  WOODSTOWN (2019)
 JU3236
 JU3236                         *CURRENT SURVEY CONTROL
 JU3236  ______________________________________________________________________
 JU3236* NAD 83(1996) POSITION- 39 42 49.69548(N) 075 21 48.83318(W)   ADJUSTED
 JU3236* NAVD 88 ORTHO HEIGHT -    24.    (meters)       79.    (feet) SCALED
 JU3236  ______________________________________________________________________
 JU3236  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 JU3236  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3236.GEOID18 height accuracy estimate available here.
 JU3236
 JU3236.Click photographs - Photos may exist for this station.
 JU3236
 JU3236.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3236
 JU3236. The following values were computed from the NAD 83(1996) position.
 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 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 PA S     -   1.00000149  x   1.00004158  =   1.00004307
 JU3236!UTM  18      -   1.00000149  x   0.99961196  =   0.99961345
 JU3236
 JU3236:                Primary Azimuth Mark                     Grid Az
 JU3236:SPC NJ       -  LIPPINCOTT 2                             078 01 43.9
 JU3236:SPC PA S     -  LIPPINCOTT 2                             075 55 43.5
 JU3236:UTM  18      -  LIPPINCOTT 2                             077 42 33.7
 JU3236
 JU3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6883796056(NAD 83)
 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 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
 JU3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3236.See file dsdata.pdf to determine how the superseded data were derived.
 JU3236
 JU3236_MARKER: DS = TRIANGULATION STATION DISK
 JU3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3236_STAMPING: AUBURN 1933
 JU3236_MARK LOGO: CGS
 JU3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3236+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU3237 ***********************************************************************
 JU3237  DESIGNATION -  AUBURN ATT MICROWAVE TOWER
 JU3237  PID         -  JU3237
 JU3237  STATE/COUNTY-  NJ/GLOUCESTER
 JU3237  COUNTRY     -  US
 JU3237  USGS QUAD   -  WOODSTOWN (2019)
 JU3237
 JU3237                         *CURRENT SURVEY CONTROL
 JU3237  ______________________________________________________________________
 JU3237* NAD 83(1996) POSITION- 39 43 32.51062(N) 075 20 39.66803(W)   ADJUSTED
 JU3237  ______________________________________________________________________
 JU3237  GEOID HEIGHT    -        -33.151 (meters)                     GEOID18
 JU3237  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3237.GEOID18 height accuracy estimate available here.
 JU3237
 JU3237.Click photographs - Photos may exist for this station.
 JU3237
 JU3237.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3237
 JU3237. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7048897369(NAD 83)
 JU3237
 JU3237                          SUPERSEDED SURVEY CONTROL
 JU3237
 JU3237  NAD 83(1991)-  39 43 32.50920(N)    075 20 39.66622(W) AD(       ) 3
 JU3237  NAD 83(1986)-  39 43 32.50499(N)    075 20 39.67051(W) AD(       ) 3
 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
 JU3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3237.See file dsdata.pdf to determine how the superseded data were derived.
 JU3237
 JU3237_MARKER: 45 = MICROWAVE TOWER
 JU3237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3237+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2007
 JU3237
 JU3237  HISTORY     - Date     Condition        Report By
 JU3237  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3237  HISTORY     - 19981114 GOOD             USPSQD
 JU3237  HISTORY     - 20050205 GOOD             GEOCAC
 JU3237  HISTORY     - 20070517 GOOD             UE
 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.
 JU3237
 JU3237                          STATION RECOVERY (2007)
 JU3237
 JU3237'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3234 ***********************************************************************
 JU3234  DESIGNATION -  AUBURN AZ MK
 JU3234  PID         -  JU3234
 JU3234  STATE/COUNTY-  NJ/SALEM
 JU3234  COUNTRY     -  US
 JU3234  USGS QUAD   -  WOODSTOWN (2019)
 JU3234
 JU3234                         *CURRENT SURVEY CONTROL
 JU3234  ______________________________________________________________________
 JU3234* NAD 83(1996) POSITION- 39 42 50.27375(N) 075 21 42.73474(W)   ADJUSTED
 JU3234* NAVD 88 ORTHO HEIGHT -    18.    (meters)       59.    (feet) SCALED
 JU3234  ______________________________________________________________________
 JU3234  GEOID HEIGHT    -        -33.176 (meters)                     GEOID18
 JU3234  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3234.GEOID18 height accuracy estimate available here.
 JU3234
 JU3234.Click photographs - Photos may exist for this station.
 JU3234
 JU3234.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3234
 JU3234. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6898296073(NAD 83)
 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
 JU3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3234.See file dsdata.pdf to determine how the superseded data were derived.
 JU3234
 JU3234_MARKER: DZ = AZIMUTH MARK DISK
 JU3234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3234_STAMPING: AUBURN 1933
 JU3234_MARK LOGO: CGS
 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 (GLA)
 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 = JULY 24, 2026 22:12:30 EDT
 DS3795 ***********************************************************************
 DS3795  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3795  DESIGNATION -  AUTUMN
 DS3795  PID         -  DS3795
 DS3795  STATE/COUNTY-  NJ/OCEAN
 DS3795  COUNTRY     -  US
 DS3795  USGS QUAD   -  LAKEHURST (2019)
 DS3795
 DS3795                         *CURRENT SURVEY CONTROL
 DS3795  ______________________________________________________________________
 DS3795* NAD 83(2011) POSITION- 40 00 46.01808(N) 074 18 32.00635(W)   ADJUSTED
 DS3795* NAD 83(2011) ELLIP HT-   -13.205 (meters)        (07/29/25)   ADJUSTED
 DS3795* NAD 83(2011) EPOCH   -  2010.00
 DS3795* NAVD 88 ORTHO HEIGHT -    19.60  (meters)       64.3   (feet) GPS OBS
 DS3795  ______________________________________________________________________
 DS3795  GEOID HEIGHT    -        -32.813 (meters)                     GEOID18
 DS3795  NAD 83(2011) X  -  1,322,988.451 (meters)                     COMP
 DS3795  NAD 83(2011) Y  - -4,709,486.424 (meters)                     COMP
 DS3795  NAD 83(2011) Z  -  4,079,064.254 (meters)                     COMP
 DS3795  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 DS3795
 DS3795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3795  Standards:
 DS3795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3795  -------------------------------------------------------------------
 DS3795  NETWORK    0.53   1.02           0.24   0.18   0.52     -0.18473609
 DS3795  -------------------------------------------------------------------
 DS3795  Click here for local accuracies and other accuracy information.
 DS3795
 DS3795.The horizontal coordinates were established by GPS observations
 DS3795.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3795
 DS3795.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3795.frame has been affixed to the stable North American tectonic plate 
 DS3795
 DS3795.The horizontal coordinates are valid at the epoch date displayed above
 DS3795.which is a decimal equivalence of Year/Month/Day.
 DS3795
 DS3795.The orthometric height was determined by GPS observations and a
 DS3795.high-resolution geoid model using precise GPS observation and
 DS3795.processing techniques.
 DS3795
 DS3795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3795.GEOID18 height accuracy estimate available here.
 DS3795
 DS3795.Click photographs - Photos may exist for this station.
 DS3795
 DS3795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3795
 DS3795.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3795
 DS3795.The ellipsoidal height was determined by GPS observations
 DS3795.and is referenced to NAD 83.
 DS3795
 DS3795. The following values were computed from the NAD 83(2011) position.
 DS3795
 DS3795;                    North         East     Units Scale Factor Converg.
 DS3795;SPC NJ       -   130,951.096   166,314.894   MT  0.99990328   +0 07 22.4
 DS3795;SPC NJ       -   429,628.72    545,651.45   sFT  0.99990328   +0 07 22.4
 DS3795;UTM  18      - 4,429,404.709   558,982.135   MT  0.99964283   +0 26 39.7
 DS3795
 DS3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3795!SPC NJ       -   1.00000207  x   0.99990328  =   0.99990535
 DS3795!UTM  18      -   1.00000207  x   0.99964283  =   0.99964490
 DS3795
 DS3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5898229404(NAD 83)
 DS3795
 DS3795                          SUPERSEDED SURVEY CONTROL
 DS3795
 DS3795.No superseded survey control is available for this station.
 DS3795
 DS3795_MARKER: DD = SURVEY DISK
 DS3795_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3795_SP_SET: CONCRETE FOUNDATION
 DS3795_STAMPING: AUTUMN 2025
 DS3795_MARK LOGO: NJGS
 DS3795_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3795+STABILITY: SURFACE MOTION
 DS3795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3795+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2025
 DS3795
 DS3795  HISTORY     - Date     Condition        Report By
 DS3795  HISTORY     - 20250430 MONUMENTED       NJGS
 DS3795
 DS3795                          STATION DESCRIPTION
 DS3795
 DS3795'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 DS3795'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH-NORTHEAST OF KESWICK
 DS3795'GROVE, 4.4 MI (7.1 KM) WEST-SOUTHWEST OF LAKEWOOD CORNER ESTATES AND
 DS3795'IN THE TOWN OF LAKEHURST, NJ.
 DS3795'
 DS3795'TO REACH THE STATION FROM FROM THE TRAFFIC CIRCLE AT THE JUNCTION OF
 DS3795'NEW JERSEY STATE HIGHWAY 70 AND NEW JERSEY STATE HIGHWAY 37, GO ABOUT
 DS3795'0.1 MI (0.2 KM) EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 37 TO THE
 DS3795'JUNCTION WITH BROWN AVENUE.  TURN RIGHT AND GO 0.3 MI (0.5 KM) WEST TO
 DS3795'THE RAILROAD GRADE CROSSING AT UNION AVENUE AND RAILROAD AVENUE.  TURN
 DS3795'RIGHT AND GO 182 FT (55.5 M) NORTH-NORTHEAST ON RAILRAOD AVENUE TO THE
 DS3795'STATION ON THE RIGHT.
 DS3795'
 DS3795'THE STATION IS SET IN A DRILL HOLE IN THE WEST CORNER OF AN ABANDONED
 DS3795'9 FT (2.7 M) X 6.5 FT (2.0 M) CONCRETE FOUNDATION FOR A REMOVED
 DS3795'RAILROAD STRUCTURE, IN LINE WITH REMAINS OF REMOVED TRACKS, 12 FT (3.7
 DS3795'M) NORTHWEST OF THE REMAINING TRACK, 46 FT (14.0 M) NORTHEAST OF THE
 DS3795'SOUTHEAST CORNER OF THE CURB FOR A PARKING AREA, 50 FT (15.2 M)
 DS3795'SOUTHEAST OF THE CENTERLINE OF RAILROAD AVENUE, 4 FT (1.2 M) SOUTHEAST
 DS3795'OF THE CURB OF THE PARKING AREA, 9 FT (2.7 M) SOUTHEAST OF A RESERVED
 DS3795'PARKING SIGN WITH A WITH SIGN ATTACHED, 32 FT (9.8 M) NORTHWEST OF A
 DS3795'UTILITY POLE ACROSS THE TRACKS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1530 ***********************************************************************
 DP1530  DESIGNATION -  AV 10
 DP1530  PID         -  DP1530
 DP1530  STATE/COUNTY-  NJ/CAPE MAY
 DP1530  COUNTRY     -  US
 DP1530  USGS QUAD   -  AVALON (2019)
 DP1530
 DP1530                         *CURRENT SURVEY CONTROL
 DP1530  ______________________________________________________________________
 DP1530* NAD 83(1986) POSITION- 39 04 38.71   (N) 074 44 13.51   (W)   HD_HELD1
 DP1530* NAVD 88 ORTHO HEIGHT -     2.407 (meters)        7.90  (feet) ADJUSTED
 DP1530  ______________________________________________________________________
 DP1530  GEOID HEIGHT    -        -35.274 (meters)                     GEOID18
 DP1530  DYNAMIC HEIGHT  -          2.405 (meters)        7.89  (feet) COMP
 DP1530  MODELED GRAVITY -    980,062.7   (mgal)                       NAVD 88
 DP1530
 DP1530  VERT ORDER      -  FIRST     CLASS II
 DP1530
 DP1530.The horizontal coordinates were determined by differentially corrected
 DP1530.hand held GPS observations or other comparable positioning techniques
 DP1530.and have an estimated accuracy of +/- 3 meters.
 DP1530
 DP1530.The orthometric height was determined by differential leveling and
 DP1530.adjusted by the NATIONAL GEODETIC SURVEY
 DP1530.in August 2014.
 DP1530
 DP1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1530.GEOID18 height accuracy estimate available here.
 DP1530
 DP1530.Click photographs - Photos may exist for this station.
 DP1530
 DP1530.The dynamic height is computed by dividing the NAVD 88
 DP1530.geopotential number by the normal gravity value computed on the
 DP1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1530.degrees latitude (g = 980.6199 gals.).
 DP1530
 DP1530.The modeled gravity was interpolated from observed gravity values.
 DP1530
 DP1530;                    North         East    Units  Estimated Accuracy
 DP1530;SPC NJ       -    27,121.2     129,486.5     MT  (+/- 3 meters HH1 GPS) 
 DP1530
 DP1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2274125400(NAD 83)
 DP1530
 DP1530                          SUPERSEDED SURVEY CONTROL
 DP1530
 DP1530.No superseded survey control is available for this station.
 DP1530
 DP1530_MARKER: DD = SURVEY DISK
 DP1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1530_STAMPING: AV-10
 DP1530_MARK LOGO: USACE
 DP1530_PROJECTION: FLUSH
 DP1530_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1530+STABILITY: SURFACE MOTION
 DP1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1530+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2019
 DP1530
 DP1530  HISTORY     - Date     Condition        Report By
 DP1530  HISTORY     - UNK      MONUMENTED       USACE
 DP1530  HISTORY     - 20130513 GOOD             NJGS
 DP1530  HISTORY     - 20190901 GOOD             PROFLN
 DP1530
 DP1530                          STATION DESCRIPTION
 DP1530
 DP1530'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1530'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF SEA
 DP1530'ISLE CITY, 2.2 MI (3.5 KM) NORTH-NORTHEAST OF STONE HARBOR AND 1.9 MI
 DP1530'(3.1 KM) SOUTH-SOUTHWEST OF AVALON.
 DP1530'
 DP1530'THE STATION IS LOCATED IN THE BOROUGH OF AVALON, ON THE NORTHEAST SIDE
 DP1530'OF 58TH STREET, ADJACENT TO AN END POST OF A 3 FT (0.9 M) HIGH
 DP1530'POST-RAIL WOODEN FENCE SURROUNDING A SAND BEACH ACCESS PATH AT THE
 DP1530'EAST END OF THE PAVED ROAD, OPPOSITE AND ACROSS THE ROAD FROM HOUSE
 DP1530'NUMBER 158.
 DP1530'
 DP1530'THE STATION IS 48.9 FT (14.9 M) NORTH OF A FIRE HYDRANT AT THE EXTREME
 DP1530'SOUTHEAST END OF PAVING OF 58TH STREET, 17.8 FT (5.4 M) NORTHEAST OF
 DP1530'THE CENTERLINE OF 58TH STREET, 14.3 FT (4.4 M) NORTH OF A SEWER
 DP1530'MANHOLE, 1.5 FT (0.5 M) NORTHEAST OF NORTH CURB OF 58TH STREET, 0.1 FT
 DP1530'(3 CM) EAST OF THE EAST END POST OF 3 FT (0.9 M) HIGH FENCE AND SET IN
 DP1530'THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST.
 DP1530'
 DP1530'NOTE-THE STATION IS LEANING.  THE ELEVATION ESTABLISHED ON THE DATUM
 DP1530'POINT.
 DP1530
 DP1530                          STATION RECOVERY (2019)
 DP1530
 DP1530'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1530'THE CLOSE-BY END POST OF THE FENCE IS GONE.  THE MARK IS ACROSS THE
 DP1530'ROAD FROM THE GARAGE OF HOUSE 158.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1510 ***********************************************************************
 DP1510  DESIGNATION -  AV 11
 DP1510  PID         -  DP1510
 DP1510  STATE/COUNTY-  NJ/CAPE MAY
 DP1510  COUNTRY     -  US
 DP1510  USGS QUAD   -  AVALON (2019)
 DP1510
 DP1510                         *CURRENT SURVEY CONTROL
 DP1510  ______________________________________________________________________
 DP1510* NAD 83(1986) POSITION- 39 04 58.57   (N) 074 44 01.58   (W)   HD_HELD1
 DP1510* NAVD 88 ORTHO HEIGHT -     2.310 (meters)        7.58  (feet) ADJUSTED
 DP1510  ______________________________________________________________________
 DP1510  GEOID HEIGHT    -        -35.258 (meters)                     GEOID18
 DP1510  DYNAMIC HEIGHT  -          2.309 (meters)        7.58  (feet) COMP
 DP1510  MODELED GRAVITY -    980,063.4   (mgal)                       NAVD 88
 DP1510
 DP1510  VERT ORDER      -  FIRST     CLASS II
 DP1510
 DP1510.The horizontal coordinates were determined by differentially corrected
 DP1510.hand held GPS observations or other comparable positioning techniques
 DP1510.and have an estimated accuracy of +/- 3 meters.
 DP1510
 DP1510.The orthometric height was determined by differential leveling and
 DP1510.adjusted by the NATIONAL GEODETIC SURVEY
 DP1510.in August 2014.
 DP1510
 DP1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1510.GEOID18 height accuracy estimate available here.
 DP1510
 DP1510.Click photographs - Photos may exist for this station.
 DP1510
 DP1510.The dynamic height is computed by dividing the NAVD 88
 DP1510.geopotential number by the normal gravity value computed on the
 DP1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1510.degrees latitude (g = 980.6199 gals.).
 DP1510
 DP1510.The modeled gravity was interpolated from observed gravity values.
 DP1510
 DP1510;                    North         East    Units  Estimated Accuracy
 DP1510;SPC NJ       -    27,732.8     129,774.8     MT  (+/- 3 meters HH1 GPS) 
 DP1510
 DP1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2302626013(NAD 83)
 DP1510
 DP1510                          SUPERSEDED SURVEY CONTROL
 DP1510
 DP1510.No superseded survey control is available for this station.
 DP1510
 DP1510_MARKER: DD = SURVEY DISK
 DP1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1510_STAMPING: AV 11
 DP1510_MARK LOGO: USACE
 DP1510_PROJECTION: FLUSH
 DP1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1510+STABILITY: SURFACE MOTION
 DP1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1510+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2019
 DP1510
 DP1510  HISTORY     - Date     Condition        Report By
 DP1510  HISTORY     - UNK      MONUMENTED       USACE
 DP1510  HISTORY     - 20120523 GOOD             NJGS
 DP1510  HISTORY     - 20190902 GOOD             PROFLN
 DP1510
 DP1510                          STATION DESCRIPTION
 DP1510
 DP1510'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1510'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF SEA
 DP1510'ISLE CITY, 2.6 MI (4.2 KM) NORTH-NORTHEAST OF STONE HARBOR AND 1.5 MI
 DP1510'(2.4 KM) SOUTHWEST OF AVALON.
 DP1510'
 DP1510'THE STATION IS IN THE GRASS AREA AT THE NORTH END OF A TRAFFIC ISLAND
 DP1510'SEPARATING THE NORTH-SOUTHBOUND LANES OF DUNE DRIVE AT THE JUNCTION
 DP1510'WITH 50TH STREET.
 DP1510'
 DP1510'THE STATION IS 20.3 FT (6.2 M) EAST OF THE CENTERLINE OF THE
 DP1510'SOUTHBOUND LANES OF DUNE DRIVE, 2.1 FT (0.6 M) SOUTH-SOUTHEAST AND
 DP1510'RADIAL TO THE CURB, 29.6 FT (9.0 M) SOUTH OF THE CENTERLINE OF 50TH
 DP1510'STREET, 5.5 FT (1.7 M) EAST OF THE EAST CURBLINE EXTENDED OF THE
 DP1510'SOUTHBOUND LANES OF DUNE DRIVE, 57.5 FT (17.5 M) EAST-SOUTHEAST OF
 DP1510'POLE NUMBER W-41770, 13.6 FT (4.1 M) WEST OF THE WEST CURBLINE
 DP1510'EXTENDED OF THE NORTHBOUND LANES OF DUNE DRIVE, 55.4 FT (16.9 M) WEST
 DP1510'OF POLE NUMBER W27282, 27.5 FT (8.4 M) WEST OF THE CENTERLINE OF THE
 DP1510'NORTHBOUND LANES OF DUNE DRIVE.
 DP1510
 DP1510                          STATION RECOVERY (2019)
 DP1510
 DP1510'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1531 ***********************************************************************
 DP1531  DESIGNATION -  AV 12
 DP1531  PID         -  DP1531
 DP1531  STATE/COUNTY-  NJ/CAPE MAY
 DP1531  COUNTRY     -  US
 DP1531  USGS QUAD   -  AVALON (2019)
 DP1531
 DP1531                         *CURRENT SURVEY CONTROL
 DP1531  ______________________________________________________________________
 DP1531* NAD 83(1986) POSITION- 39 05 18.70   (N) 074 43 34.99   (W)   HD_HELD1
 DP1531* NAVD 88 ORTHO HEIGHT -     2.957 (meters)        9.70  (feet) ADJUSTED
 DP1531  ______________________________________________________________________
 DP1531  GEOID HEIGHT    -        -35.244 (meters)                     GEOID18
 DP1531  DYNAMIC HEIGHT  -          2.955 (meters)        9.69  (feet) COMP
 DP1531  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 DP1531
 DP1531  VERT ORDER      -  FIRST     CLASS II
 DP1531
 DP1531.The horizontal coordinates were determined by differentially corrected
 DP1531.hand held GPS observations or other comparable positioning techniques
 DP1531.and have an estimated accuracy of +/- 3 meters.
 DP1531
 DP1531.The orthometric height was determined by differential leveling and
 DP1531.adjusted by the NATIONAL GEODETIC SURVEY
 DP1531.in August 2014.
 DP1531
 DP1531.No vertical observational check was made to the station.
 DP1531
 DP1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1531.GEOID18 height accuracy estimate available here.
 DP1531
 DP1531.Click photographs - Photos may exist for this station.
 DP1531
 DP1531.The dynamic height is computed by dividing the NAVD 88
 DP1531.geopotential number by the normal gravity value computed on the
 DP1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1531.degrees latitude (g = 980.6199 gals.).
 DP1531
 DP1531.The modeled gravity was interpolated from observed gravity values.
 DP1531
 DP1531;                    North         East    Units  Estimated Accuracy
 DP1531;SPC NJ       -    28,351.9     130,415.4     MT  (+/- 3 meters HH1 GPS) 
 DP1531
 DP1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2366326636(NAD 83)
 DP1531
 DP1531                          SUPERSEDED SURVEY CONTROL
 DP1531
 DP1531.No superseded survey control is available for this station.
 DP1531
 DP1531_MARKER: DD = SURVEY DISK
 DP1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1531_STAMPING: AV-12
 DP1531_MARK LOGO: USACE
 DP1531_PROJECTION: FLUSH
 DP1531_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1531+STABILITY: SURFACE MOTION
 DP1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1531+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2013
 DP1531
 DP1531  HISTORY     - Date     Condition        Report By
 DP1531  HISTORY     - UNK      MONUMENTED       USACE
 DP1531  HISTORY     - 20130122 GOOD             NJGS
 DP1531
 DP1531                          STATION DESCRIPTION
 DP1531
 DP1531'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 DP1531'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF SEA
 DP1531'ISLE CITY, 3.1 MI (5.0 KM) NORTH-NORTHEAST OF STONE HARBOR AND 1.0 MI
 DP1531'(1.6 KM) SOUTH-SOUTHWEST OF AVALON.
 DP1531'
 DP1531'THE STATION IS LOCATED IN THE BOROUGH OF AVALON, ON THE NORTH CORNER
 DP1531'OF THE T-JUNCTION OF 40TH AND FIRST STREETS, SET FLUSH WITH THE GROUND
 DP1531'IN A LANDSCAPED GRAVEL AREA BETWEEN THE NORTH CURB OF 40TH STREET AND
 DP1531'A CONCRETE SIDEWALK, ADJACENT TO A HANDICAP RAMP.
 DP1531'
 DP1531'IT IS 35.9 FT (10.9 M) NORTHWEST OF THE CENTERLINE OF FIRST STREET,
 DP1531'35.3 FT (10.8 M) SOUTH-SOUTHEAST OF A FLAG POLE IN FRONT OF HOUSE
 DP1531'NUMBER 705, 18.3 FT (5.6 M) NORTHEAST OF THE CENTERLINE OF 40TH
 DP1531'STREET, 17.7 FT (5.4 M) WEST OF A FIRE HYDRANT, 13.5 FT (4.1 M)
 DP1531'SOUTHWEST OF A METAL POLE WITH STREET SIGN ABOUT LEVEL WITH THE
 DP1531'GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1506 ***********************************************************************
 DP1506  DESIGNATION -  AV 14
 DP1506  PID         -  DP1506
 DP1506  STATE/COUNTY-  NJ/CAPE MAY
 DP1506  COUNTRY     -  US
 DP1506  USGS QUAD   -  AVALON (2019)
 DP1506
 DP1506                         *CURRENT SURVEY CONTROL
 DP1506  ______________________________________________________________________
 DP1506* NAD 83(1986) POSITION- 39 05 43.06   (N) 074 42 58.42   (W)   HD_HELD1
 DP1506* NAVD 88 ORTHO HEIGHT -     2.435 (meters)        7.99  (feet) ADJUSTED
 DP1506  ______________________________________________________________________
 DP1506  GEOID HEIGHT    -        -35.228 (meters)                     GEOID18
 DP1506  DYNAMIC HEIGHT  -          2.433 (meters)        7.98  (feet) COMP
 DP1506  MODELED GRAVITY -    980,065.0   (mgal)                       NAVD 88
 DP1506
 DP1506  VERT ORDER      -  FIRST     CLASS II
 DP1506
 DP1506.The horizontal coordinates were determined by differentially corrected
 DP1506.hand held GPS observations or other comparable positioning techniques
 DP1506.and have an estimated accuracy of +/- 3 meters.
 DP1506
 DP1506.The orthometric height was determined by differential leveling and
 DP1506.adjusted by the NATIONAL GEODETIC SURVEY
 DP1506.in August 2014.
 DP1506
 DP1506.No vertical observational check was made to the station.
 DP1506
 DP1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1506.GEOID18 height accuracy estimate available here.
 DP1506
 DP1506.Click photographs - Photos may exist for this station.
 DP1506
 DP1506.The dynamic height is computed by dividing the NAVD 88
 DP1506.geopotential number by the normal gravity value computed on the
 DP1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1506.degrees latitude (g = 980.6199 gals.).
 DP1506
 DP1506.The modeled gravity was interpolated from observed gravity values.
 DP1506
 DP1506;                    North         East    Units  Estimated Accuracy
 DP1506;SPC NJ       -    29,100.9     131,296.0     MT  (+/- 3 meters HH1 GPS) 
 DP1506
 DP1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2453927389(NAD 83)
 DP1506
 DP1506                          SUPERSEDED SURVEY CONTROL
 DP1506
 DP1506.No superseded survey control is available for this station.
 DP1506
 DP1506_MARKER: DD = SURVEY DISK
 DP1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1506_STAMPING: AV-14
 DP1506_MARK LOGO: USACE
 DP1506_PROJECTION: FLUSH
 DP1506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1506+STABILITY: SURFACE MOTION
 DP1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1506+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1506
 DP1506  HISTORY     - Date     Condition        Report By
 DP1506  HISTORY     - UNK      MONUMENTED       USACE
 DP1506  HISTORY     - 20120523 GOOD             NJGS
 DP1506
 DP1506                          STATION DESCRIPTION
 DP1506
 DP1506'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1506'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF SEA
 DP1506'ISLE CITY, 3.8 MI (6.1 KM) NORTHEAST OF STONE HARBOR AND IN THE TOWN
 DP1506'OF AVALON, NJ.
 DP1506'
 DP1506'THE STATION IS AT THE EAST END OF 27TH STREET, BETWEEN THE CURB AND
 DP1506'SIDEWALK ON THE NORTH SIDE OF 27TH STREET, AT THE BASE OF A WOODEN
 DP1506'STAIRCASE LEADING TO THE BOARDWALK.
 DP1506'
 DP1506'THE STATION IS 3 FT (0.9 M) NORTHEAST OF POLE NUMBER 411 W25130, 3.5
 DP1506'FT (1.1 M) NORTH-NORTHEAST OF THE NORTH CURB OF 27TH STREET, 26 FT
 DP1506'(7.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF 27TH STREET, 6 FT (1.8 M)
 DP1506'WEST OF THE SOUTHWEST CORNER OF THE WOODEN STAIRCASE, 27 FT (8.2 M)
 DP1506'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 89.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1505 ***********************************************************************
 DP1505  DESIGNATION -  AV 15
 DP1505  PID         -  DP1505
 DP1505  STATE/COUNTY-  NJ/CAPE MAY
 DP1505  COUNTRY     -  US
 DP1505  USGS QUAD   -  AVALON (2019)
 DP1505
 DP1505                         *CURRENT SURVEY CONTROL
 DP1505  ______________________________________________________________________
 DP1505* NAD 83(1986) POSITION- 39 05 58.21   (N) 074 42 43.58   (W)   HD_HELD1
 DP1505* NAVD 88 ORTHO HEIGHT -     1.949 (meters)        6.39  (feet) ADJUSTED
 DP1505  ______________________________________________________________________
 DP1505  GEOID HEIGHT    -        -35.216 (meters)                     GEOID18
 DP1505  DYNAMIC HEIGHT  -          1.948 (meters)        6.39  (feet) COMP
 DP1505  MODELED GRAVITY -    980,065.5   (mgal)                       NAVD 88
 DP1505
 DP1505  VERT ORDER      -  FIRST     CLASS II
 DP1505
 DP1505.The horizontal coordinates were determined by differentially corrected
 DP1505.hand held GPS observations or other comparable positioning techniques
 DP1505.and have an estimated accuracy of +/- 3 meters.
 DP1505
 DP1505.The orthometric height was determined by differential leveling and
 DP1505.adjusted by the NATIONAL GEODETIC SURVEY
 DP1505.in August 2014.
 DP1505
 DP1505.No vertical observational check was made to the station.
 DP1505
 DP1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1505.GEOID18 height accuracy estimate available here.
 DP1505
 DP1505.Click photographs - Photos may exist for this station.
 DP1505
 DP1505.The dynamic height is computed by dividing the NAVD 88
 DP1505.geopotential number by the normal gravity value computed on the
 DP1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1505.degrees latitude (g = 980.6199 gals.).
 DP1505
 DP1505.The modeled gravity was interpolated from observed gravity values.
 DP1505
 DP1505;                    North         East    Units  Estimated Accuracy
 DP1505;SPC NJ       -    29,567.2     131,653.6     MT  (+/- 3 meters HH1 GPS) 
 DP1505
 DP1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2489427858(NAD 83)
 DP1505
 DP1505                          SUPERSEDED SURVEY CONTROL
 DP1505
 DP1505.No superseded survey control is available for this station.
 DP1505
 DP1505_STAMPING: AV-15
 DP1505_MARK LOGO: USACE
 DP1505_PROJECTION: RECESSED 20 CENTIMETERS
 DP1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1505+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1505
 DP1505  HISTORY     - Date     Condition        Report By
 DP1505  HISTORY     - UNK      MONUMENTED       USACE
 DP1505  HISTORY     - 20120523 GOOD             NJGS
 DP1505  HISTORY     - 20190717 MARK NOT FOUND   NJGS
 DP1505  HISTORY     - 20210115 MARK NOT FOUND   NJGS
 DP1505
 DP1505                          STATION DESCRIPTION
 DP1505
 DP1505'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1505'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTHEAST OF STONE
 DP1505'HARBOR, 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND IN THE
 DP1505'TOWN OF AVALON, NJ.
 DP1505'
 DP1505'THE STATION IS AT THE EAST END OF 20TH STREET, IN THE SOUTH SIDE OF A
 DP1505'VEHICLE ACCESS PATH LEADING TO THE BEACH.
 DP1505'
 DP1505'THE STATION IS 8.7 FT (2.7 M) EAST-SOUTHEAST OF THE EAST CURB AT THE
 DP1505'END OF 20TH STREET, 39.2 FT (11.9 M) SOUTH OF A FIRE HYDRANT, 37.3 FT
 DP1505'(11.4 M) SOUTH OF POLE NUMBER W28607, 22.2 FT (6.8 M) EAST OF THE EAST
 DP1505'EDGE OF AN INLET GRATE ON THE SOUTH SIDE OF 20TH STREET, 9.7 FT (3.0
 DP1505'M) EAST AT AN ANGLE POINT OF THE SOUTHEAST CURB, 7.3 FT (2.2 M) SOUTH
 DP1505'OF THE CENTERLINE OF THE PATH, 5.2 FT (1.6 M) NORTH OF A SPLIT RAIL
 DP1505'FENCE, 6.2 FT (1.9 M) NORTH-NORTHEAST OF AN ANGLE POINT OF THE FENCE,
 DP1505'19 FT (5.8 M) SOUTH OF A SIGN (SURFERS CODE), 33.3 FT (10.1 M)
 DP1505'SOUTH-SOUTHEAST OF AN ANGLE POINT IN THE NORTHEAST CURB.
 DP1505
 DP1505                          STATION RECOVERY (2019)
 DP1505
 DP1505'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 DP1505'MARK NOT FOUND.
 DP1505
 DP1505                          STATION RECOVERY (2021)
 DP1505
 DP1505'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JB)
 DP1505'MARK NOT FOUND.  ROAD HAS BEEN RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1500 ***********************************************************************
 DP1500  DESIGNATION -  AV 17
 DP1500  PID         -  DP1500
 DP1500  STATE/COUNTY-  NJ/CAPE MAY
 DP1500  COUNTRY     -  US
 DP1500  USGS QUAD   -  AVALON (2019)
 DP1500
 DP1500                         *CURRENT SURVEY CONTROL
 DP1500  ______________________________________________________________________
 DP1500* NAD 83(1986) POSITION- 39 06 24.71   (N) 074 42 23.98   (W)   HD_HELD1
 DP1500* NAVD 88 ORTHO HEIGHT -     2.824 (meters)        9.27  (feet) ADJUSTED
 DP1500  ______________________________________________________________________
 DP1500  GEOID HEIGHT    -        -35.194 (meters)                     GEOID18
 DP1500  DYNAMIC HEIGHT  -          2.822 (meters)        9.26  (feet) COMP
 DP1500  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 DP1500
 DP1500  VERT ORDER      -  FIRST     CLASS II
 DP1500
 DP1500.The horizontal coordinates were determined by differentially corrected
 DP1500.hand held GPS observations or other comparable positioning techniques
 DP1500.and have an estimated accuracy of +/- 3 meters.
 DP1500
 DP1500.The orthometric height was determined by differential leveling and
 DP1500.adjusted by the NATIONAL GEODETIC SURVEY
 DP1500.in August 2014.
 DP1500
 DP1500.No vertical observational check was made to the station.
 DP1500
 DP1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1500.GEOID18 height accuracy estimate available here.
 DP1500
 DP1500.Click photographs - Photos may exist for this station.
 DP1500
 DP1500.The dynamic height is computed by dividing the NAVD 88
 DP1500.geopotential number by the normal gravity value computed on the
 DP1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1500.degrees latitude (g = 980.6199 gals.).
 DP1500
 DP1500.The modeled gravity was interpolated from observed gravity values.
 DP1500
 DP1500;                    North         East    Units  Estimated Accuracy
 DP1500;SPC NJ       -    30,383.3     132,126.4     MT  (+/- 3 meters HH1 GPS) 
 DP1500
 DP1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2536228676(NAD 83)
 DP1500
 DP1500                          SUPERSEDED SURVEY CONTROL
 DP1500
 DP1500.No superseded survey control is available for this station.
 DP1500
 DP1500_MARKER: DD = SURVEY DISK
 DP1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1500_STAMPING: AV-17
 DP1500_MARK LOGO: USACE
 DP1500_PROJECTION: PROJECTING 5 CENTIMETERS
 DP1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1500+STABILITY: SURFACE MOTION
 DP1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1500+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1500
 DP1500  HISTORY     - Date     Condition        Report By
 DP1500  HISTORY     - UNK      MONUMENTED       USACE
 DP1500  HISTORY     - 20120523 GOOD             NJGS
 DP1500
 DP1500                          STATION DESCRIPTION
 DP1500
 DP1500'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1500'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHEAST OF STONE
 DP1500'HARBOR, 3.3 MI (5.3 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND 0.7 MI
 DP1500'(1.1 KM) EAST-NORTHEAST OF AVALON.
 DP1500'
 DP1500'THE STATION IS LOCATED IN AVALON, AT THE EAST END OF NINTH STREET,
 DP1500'BETWEEN THE EAST CURB OF NINTH STREET AN A METAL BULKHEAD.  THE
 DP1500'STATION IS IN THE APPROXIMATE CENTERLINE OF NINTH STREET.
 DP1500'
 DP1500'THE STATION IS 1.5 FT (0.5 M) SOUTHWEST OF THE WEST FACE OF THE
 DP1500'BULKHEAD, 1.5 FT (0.5 M) EAST OF THE EAST CURB, 9 FT (2.7 M) SOUTH OF
 DP1500'A FIRE HYDRANT, 18.7 FT (5.7 M) NORTHEAST OF THE SOUTH CURB OF NINTH
 DP1500'STREET, 57 FT (17.4 M) SOUTHEAST OF A MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1499 ***********************************************************************
 DP1499  DESIGNATION -  AV 18
 DP1499  PID         -  DP1499
 DP1499  STATE/COUNTY-  NJ/CAPE MAY
 DP1499  COUNTRY     -  US
 DP1499  USGS QUAD   -  AVALON (2019)
 DP1499
 DP1499                         *CURRENT SURVEY CONTROL
 DP1499  ______________________________________________________________________
 DP1499* NAD 83(1986) POSITION- 39 06 41.38   (N) 074 42 36.59   (W)   HD_HELD1
 DP1499* NAVD 88 ORTHO HEIGHT -     2.276 (meters)        7.47  (feet) ADJUSTED
 DP1499  ______________________________________________________________________
 DP1499  GEOID HEIGHT    -        -35.175 (meters)                     GEOID18
 DP1499  DYNAMIC HEIGHT  -          2.274 (meters)        7.46  (feet) COMP
 DP1499  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 DP1499
 DP1499  VERT ORDER      -  FIRST     CLASS II
 DP1499
 DP1499.The horizontal coordinates were determined by differentially corrected
 DP1499.hand held GPS observations or other comparable positioning techniques
 DP1499.and have an estimated accuracy of +/- 3 meters.
 DP1499
 DP1499.The orthometric height was determined by differential leveling and
 DP1499.adjusted by the NATIONAL GEODETIC SURVEY
 DP1499.in August 2014.
 DP1499
 DP1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1499.GEOID18 height accuracy estimate available here.
 DP1499
 DP1499.Click photographs - Photos may exist for this station.
 DP1499
 DP1499.The dynamic height is computed by dividing the NAVD 88
 DP1499.geopotential number by the normal gravity value computed on the
 DP1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1499.degrees latitude (g = 980.6199 gals.).
 DP1499
 DP1499.The modeled gravity was interpolated from observed gravity values.
 DP1499
 DP1499;                    North         East    Units  Estimated Accuracy
 DP1499;SPC NJ       -    30,898.0     131,824.7     MT  (+/- 3 meters HH1 GPS) 
 DP1499
 DP1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2505829189(NAD 83)
 DP1499
 DP1499                          SUPERSEDED SURVEY CONTROL
 DP1499
 DP1499.No superseded survey control is available for this station.
 DP1499
 DP1499_MARKER: DD = SURVEY DISK
 DP1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1499_STAMPING: AV-18
 DP1499_MARK LOGO: USACE
 DP1499_PROJECTION: FLUSH
 DP1499_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1499+STABILITY: SURFACE MOTION
 DP1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1499+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP1499
 DP1499  HISTORY     - Date     Condition        Report By
 DP1499  HISTORY     - UNK      MONUMENTED       USACE
 DP1499  HISTORY     - 20120523 GOOD             NJGS
 DP1499
 DP1499                          STATION DESCRIPTION
 DP1499
 DP1499'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1499'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF STONE
 DP1499'HARBOR, 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND 0.8 MI
 DP1499'(1.3 KM) NORTH-NORTHEAST OF AVALON.
 DP1499'
 DP1499'THE STATION IS LOCATED IN AVALON, AT THE NORTHWEST CORNER OF DUNE
 DP1499'DRIVE AND SIXTH STREET, ON THE NORTH SIDE OF SIXTH STREET, BETWEEN THE
 DP1499'CURB AND WOODEN BULKHEAD, ABOUT 90 FT (27.4 M) NORTHWEST OF THE
 DP1499'CENTERLINE OF THE SOUTHBOUND LANES OF DUNE DRIVE.
 DP1499'
 DP1499'THE STATION IS 3.7 FT (1.1 M) NORTH-NORTHEAST OF THE NORTH CURB OF
 DP1499'SIXTH STREET, 3.2 FT (1.0 M) SOUTH-SOUTHWEST OF THE SOUTH FACE OF THE
 DP1499'BULKHEAD, 24.6 FT (7.5 M) NORTH-NORTHEAST OF THE CENTERLINE OF SIXTH
 DP1499'STREET, 16 FT (4.9 M) SOUTHEAST OF THE EAST END OF A SPLIT RAIL FENCE,
 DP1499'28.2 FT (8.6 M) EAST OF A MANHOLE, 77.3 FT (23.6 M) NORTHEAST OF POLE
 DP1499'NUMBER BT166AV W28003, 5.9 FT (1.8 M) SOUTHEAST OF A SIGN (NO DOGS
 DP1499'ALLOWED), 30 FT (9.1 M) NORTHWEST OF THE EAST END OF THE CURB ON THE
 DP1499'NORTH SIDE OF SIXTH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1532 ***********************************************************************
 DP1532  DESIGNATION -  AV 31
 DP1532  PID         -  DP1532
 DP1532  STATE/COUNTY-  NJ/CAPE MAY
 DP1532  COUNTRY     -  US
 DP1532  USGS QUAD   -  AVALON (2019)
 DP1532
 DP1532                         *CURRENT SURVEY CONTROL
 DP1532  ______________________________________________________________________
 DP1532* NAD 83(1986) POSITION- 39 06 34.94   (N) 074 42 39.59   (W)   HD_HELD1
 DP1532* NAVD 88 ORTHO HEIGHT -     1.520 (meters)        4.99  (feet) ADJUSTED
 DP1532  ______________________________________________________________________
 DP1532  GEOID HEIGHT    -        -35.181 (meters)                     GEOID18
 DP1532  DYNAMIC HEIGHT  -          1.519 (meters)        4.98  (feet) COMP
 DP1532  MODELED GRAVITY -    980,067.0   (mgal)                       NAVD 88
 DP1532
 DP1532  VERT ORDER      -  FIRST     CLASS II
 DP1532
 DP1532.The horizontal coordinates were determined by differentially corrected
 DP1532.hand held GPS observations or other comparable positioning techniques
 DP1532.and have an estimated accuracy of +/- 3 meters.
 DP1532
 DP1532.The orthometric height was determined by differential leveling and
 DP1532.adjusted by the NATIONAL GEODETIC SURVEY
 DP1532.in August 2014.
 DP1532
 DP1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1532.GEOID18 height accuracy estimate available here.
 DP1532
 DP1532.Click photographs - Photos may exist for this station.
 DP1532
 DP1532.The dynamic height is computed by dividing the NAVD 88
 DP1532.geopotential number by the normal gravity value computed on the
 DP1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1532.degrees latitude (g = 980.6199 gals.).
 DP1532
 DP1532.The modeled gravity was interpolated from observed gravity values.
 DP1532
 DP1532;                    North         East    Units  Estimated Accuracy
 DP1532;SPC NJ       -    30,699.6     131,752.1     MT  (+/- 3 meters HH1 GPS) 
 DP1532
 DP1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2498628990(NAD 83)
 DP1532
 DP1532                          SUPERSEDED SURVEY CONTROL
 DP1532
 DP1532.No superseded survey control is available for this station.
 DP1532
 DP1532_MARKER: DD = SURVEY DISK
 DP1532_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP1532_SP_SET: SIDEWALK
 DP1532_STAMPING: AV-31
 DP1532_MARK LOGO: CMMUA
 DP1532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1532+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2013
 DP1532
 DP1532  HISTORY     - Date     Condition        Report By
 DP1532  HISTORY     - 1975     MONUMENTED       CMMUA
 DP1532  HISTORY     - 20130510 GOOD             NJGS
 DP1532
 DP1532                          STATION DESCRIPTION
 DP1532
 DP1532'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 DP1532'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTH-NORTHEAST OF STONE
 DP1532'HARBOR, 3.2 MI (5.1 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND 0.7 MI
 DP1532'(1.1 KM) NORTH-NORTHEAST OF AVALON, IN THE BOROUGH OF AVALON.
 DP1532'
 DP1532'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF DUNE DRIVE, BETWEEN
 DP1532'EIGHTH AND NINTH STREETS, SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 DP1532'SIDEWALK, JUST NORTH OF HOUSE NUMBER 829.
 DP1532'
 DP1532'THE STATION IS 1.5 FT (0.5 M) SOUTHEAST OF THE SOUTHEAST CURB OF DUNE
 DP1532'DRIVE, 56.0 FT (17.1 M) NORTHEAST OF POLE NUMBER W10356, 24.9 FT (7.6
 DP1532'M) NORTH OF THE NORTH CORNER OF THE ENCLOSED FRONT PORCH FOR HOUSE
 DP1532'NUMBER 829, 50.3 FT (15.3 M) SOUTHWEST OF A METAL STREET SIGN POST,
 DP1532'90.7 FT (27.6 M) SOUTHWEST OF THE CENTERLINE OF EIGHTH STREET, 189.9
 DP1532'FT (57.9 M) NORTHEAST OF THE CENTERLINE OF NINTH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1514 ***********************************************************************
 DP1514  DESIGNATION -  AV 38
 DP1514  PID         -  DP1514
 DP1514  STATE/COUNTY-  NJ/CAPE MAY
 DP1514  COUNTRY     -  US
 DP1514  USGS QUAD   -  AVALON (2019)
 DP1514
 DP1514                         *CURRENT SURVEY CONTROL
 DP1514  ______________________________________________________________________
 DP1514* NAD 83(1986) POSITION- 39 04 14.75   (N) 074 44 37.51   (W)   HD_HELD1
 DP1514* NAVD 88 ORTHO HEIGHT -     2.226 (meters)        7.30  (feet) ADJUSTED
 DP1514  ______________________________________________________________________
 DP1514  GEOID HEIGHT    -        -35.291 (meters)                     GEOID18
 DP1514  DYNAMIC HEIGHT  -          2.225 (meters)        7.30  (feet) COMP
 DP1514  MODELED GRAVITY -    980,061.8   (mgal)                       NAVD 88
 DP1514
 DP1514  VERT ORDER      -  FIRST     CLASS II
 DP1514
 DP1514.The horizontal coordinates were determined by differentially corrected
 DP1514.hand held GPS observations or other comparable positioning techniques
 DP1514.and have an estimated accuracy of +/- 3 meters.
 DP1514
 DP1514.The orthometric height was determined by differential leveling and
 DP1514.adjusted by the NATIONAL GEODETIC SURVEY
 DP1514.in August 2014.
 DP1514
 DP1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1514.GEOID18 height accuracy estimate available here.
 DP1514
 DP1514.Click photographs - Photos may exist for this station.
 DP1514
 DP1514.The dynamic height is computed by dividing the NAVD 88
 DP1514.geopotential number by the normal gravity value computed on the
 DP1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1514.degrees latitude (g = 980.6199 gals.).
 DP1514
 DP1514.The modeled gravity was interpolated from observed gravity values.
 DP1514
 DP1514;                    North         East    Units  Estimated Accuracy
 DP1514;SPC NJ       -    26,383.9     128,907.7     MT  (+/- 3 meters HH1 GPS) 
 DP1514
 DP1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2216624660(NAD 83)
 DP1514
 DP1514                          SUPERSEDED SURVEY CONTROL
 DP1514
 DP1514.No superseded survey control is available for this station.
 DP1514
 DP1514_STAMPING: AV-38
 DP1514_MARK LOGO: CMMUA
 DP1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1514+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 DP1514
 DP1514  HISTORY     - Date     Condition        Report By
 DP1514  HISTORY     - 1975     MONUMENTED       CMMUA
 DP1514  HISTORY     - 20120522 GOOD             NJGS
 DP1514  HISTORY     - 20190902 MARK NOT FOUND   PROFLN
 DP1514
 DP1514                          STATION DESCRIPTION
 DP1514
 DP1514'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP1514'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF SEA
 DP1514'ISLE CITY, 2.5 MI (4.0 KM) SOUTH-SOUTHWEST OF AVALON AND 1.6 MI (2.6
 DP1514'KM) NORTH-NORTHEAST OF STONE HARBOR.
 DP1514'
 DP1514'THE STATION IS ON THE EAST CORNER OF THE INTERSECTION OF DUNE DRIVE
 DP1514'AND 69TH STREET, SET FLUSH IN THE CENTER OF A CONCRETE SIDEWALK ON THE
 DP1514'NORTHEAST SIDE OF 69TH STREET, IN FRONT OF HOUSE NO. 6899.
 DP1514'
 DP1514'THE STATION IS 6.2 FT (1.9 M) NORTHEAST FROM THE NORTHEAST CURB OF
 DP1514'69TH STREET, 4.3 FT (1.3 M) NORTHEAST FROM A METAL POLE WITH STOP SIGN
 DP1514'ATTACHED, 10.9 FT (3.3 M) SOUTHEAST FROM WOOD UTILITY POLE NUMBER
 DP1514'W7245, 26.3 FT (8.0 M) NORTHEAST FROM THE CENTERLINE OF 69TH STREET
 DP1514'AND 28.7 FT (8.7 M) WEST FROM THE WEST CORNER OF HOUSE NO. 6899.
 DP1514
 DP1514                          STATION RECOVERY (2019)
 DP1514
 DP1514'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1514'LOST TO SIDEWALK REPLACEMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1516 ***********************************************************************
 DP1516  DESIGNATION -  AV 39
 DP1516  PID         -  DP1516
 DP1516  STATE/COUNTY-  NJ/CAPE MAY
 DP1516  COUNTRY     -  US
 DP1516  USGS QUAD   -  AVALON (2019)
 DP1516
 DP1516                         *CURRENT SURVEY CONTROL
 DP1516  ______________________________________________________________________
 DP1516* NAD 83(1986) POSITION- 39 04 03.23   (N) 074 44 48.99   (W)   HD_HELD1
 DP1516* NAVD 88 ORTHO HEIGHT -     2.028 (meters)        6.65  (feet) ADJUSTED
 DP1516  ______________________________________________________________________
 DP1516  GEOID HEIGHT    -        -35.299 (meters)                     GEOID18
 DP1516  DYNAMIC HEIGHT  -          2.027 (meters)        6.65  (feet) COMP
 DP1516  MODELED GRAVITY -    980,061.4   (mgal)                       NAVD 88
 DP1516
 DP1516  VERT ORDER      -  FIRST     CLASS II
 DP1516
 DP1516.The horizontal coordinates were determined by differentially corrected
 DP1516.hand held GPS observations or other comparable positioning techniques
 DP1516.and have an estimated accuracy of +/- 3 meters.
 DP1516
 DP1516.The orthometric height was determined by differential leveling and
 DP1516.adjusted by the NATIONAL GEODETIC SURVEY
 DP1516.in August 2014.
 DP1516
 DP1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1516.GEOID18 height accuracy estimate available here.
 DP1516
 DP1516.Click photographs - Photos may exist for this station.
 DP1516
 DP1516.The dynamic height is computed by dividing the NAVD 88
 DP1516.geopotential number by the normal gravity value computed on the
 DP1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1516.degrees latitude (g = 980.6199 gals.).
 DP1516
 DP1516.The modeled gravity was interpolated from observed gravity values.
 DP1516
 DP1516;                    North         East    Units  Estimated Accuracy
 DP1516;SPC NJ       -    26,029.4     128,630.8     MT  (+/- 3 meters HH1 GPS) 
 DP1516
 DP1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2189124304(NAD 83)
 DP1516
 DP1516                          SUPERSEDED SURVEY CONTROL
 DP1516
 DP1516.No superseded survey control is available for this station.
 DP1516
 DP1516_MARKER: DD = SURVEY DISK
 DP1516_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP1516_SP_SET: SIDEWALK
 DP1516_STAMPING: AV-39
 DP1516_MARK LOGO: CMMUA
 DP1516_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1516+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2019
 DP1516
 DP1516  HISTORY     - Date     Condition        Report By
 DP1516  HISTORY     - 1975     MONUMENTED       CMMUA
 DP1516  HISTORY     - 20120522 GOOD             NJGS
 DP1516  HISTORY     - 20190902 GOOD             PROFLN
 DP1516
 DP1516                          STATION DESCRIPTION
 DP1516
 DP1516'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP1516'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHEAST OF WILDWOOD,
 DP1516'2.8 MI (4.5 KM) SOUTHWEST OF AVALON AND 1.3 MI (2.1 KM)
 DP1516'NORTH-NORTHEAST OF STONE HARBOR.
 DP1516'
 DP1516'THE STATION IS LOCATED IN THE BOROUGH OF AVALON ON THE WEST CORNER OF
 DP1516'THE INTERSECTION OF DUNE DRIVE AND 74TH STREET, SET FLUSH IN THE
 DP1516'CENTER OF A CONCRETE SIDEWALK ON THE NORTHWEST SIDE OF DUNE DRIVE, IN
 DP1516'FRONT OF HOUSE NO. 7418.
 DP1516'
 DP1516'THE STATION IS 6.3 FT (1.9 M) NORTHWEST FROM THE NORTHWEST CURB OF
 DP1516'DUNE DRIVE, 23.9 FT (7.3 M) SOUTH FROM WOOD UTILITY POLE NUMBER
 DP1516'W29723, 45.6 FT (13.9 M) SOUTHWEST FROM THE CENTERLINE OF 74TH STREET
 DP1516'AND 38.3 FT (11.7 M) NORTHEAST FROM A METAL POST WITH SPEED LIMIT 25
 DP1516'SIGN ATTACHED ON THE NORTHWEST SIDE OF DUNE DRIVE.
 DP1516
 DP1516                          STATION RECOVERY (2019)
 DP1516
 DP1516'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1516'RECOVERED AS DESCRIBED IN THE CENTER OF SIDEWALK IN LINE WITH THE
 DP1516'NORTHERLY LINE EXTENDED OF HOUSE 7418.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1517 ***********************************************************************
 DP1517  DESIGNATION -  AV 40
 DP1517  PID         -  DP1517
 DP1517  STATE/COUNTY-  NJ/CAPE MAY
 DP1517  COUNTRY     -  US
 DP1517  USGS QUAD   -  AVALON (2019)
 DP1517
 DP1517                         *CURRENT SURVEY CONTROL
 DP1517  ______________________________________________________________________
 DP1517* NAD 83(1986) POSITION- 39 03 54.62   (N) 074 44 56.22   (W)   HD_HELD1
 DP1517* NAVD 88 ORTHO HEIGHT -     1.774 (meters)        5.82  (feet) ADJUSTED
 DP1517  ______________________________________________________________________
 DP1517  GEOID HEIGHT    -        -35.306 (meters)                     GEOID18
 DP1517  DYNAMIC HEIGHT  -          1.773 (meters)        5.82  (feet) COMP
 DP1517  MODELED GRAVITY -    980,061.1   (mgal)                       NAVD 88
 DP1517
 DP1517  VERT ORDER      -  FIRST     CLASS II
 DP1517
 DP1517.The horizontal coordinates were determined by differentially corrected
 DP1517.hand held GPS observations or other comparable positioning techniques
 DP1517.and have an estimated accuracy of +/- 3 meters.
 DP1517
 DP1517.The orthometric height was determined by differential leveling and
 DP1517.adjusted by the NATIONAL GEODETIC SURVEY
 DP1517.in August 2014.
 DP1517
 DP1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1517.GEOID18 height accuracy estimate available here.
 DP1517
 DP1517.Click photographs - Photos may exist for this station.
 DP1517
 DP1517.The dynamic height is computed by dividing the NAVD 88
 DP1517.geopotential number by the normal gravity value computed on the
 DP1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1517.degrees latitude (g = 980.6199 gals.).
 DP1517
 DP1517.The modeled gravity was interpolated from observed gravity values.
 DP1517
 DP1517;                    North         East    Units  Estimated Accuracy
 DP1517;SPC NJ       -    25,764.4     128,456.3     MT  (+/- 3 meters HH1 GPS) 
 DP1517
 DP1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2171824038(NAD 83)
 DP1517
 DP1517                          SUPERSEDED SURVEY CONTROL
 DP1517
 DP1517.No superseded survey control is available for this station.
 DP1517
 DP1517_MARKER: DD = SURVEY DISK
 DP1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1517_STAMPING: AV-40
 DP1517_MARK LOGO: CMMUA
 DP1517_PROJECTION: FLUSH
 DP1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1517+STABILITY: SURFACE MOTION
 DP1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1517+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2019
 DP1517
 DP1517  HISTORY     - Date     Condition        Report By
 DP1517  HISTORY     - 1975     MONUMENTED       CMMUA
 DP1517  HISTORY     - 20120522 POOR             NJGS
 DP1517  HISTORY     - 20190902 SEE DESCRIPTION  PROFLN
 DP1517
 DP1517                          STATION DESCRIPTION
 DP1517
 DP1517'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP1517'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHEAST OF WILDWOOD,
 DP1517'3.0 MI (4.8 KM) SOUTHWEST OF AVALON AND 1.1 MI (1.8 KM)
 DP1517'NORTH-NORTHEAST OF STONE HARBOR.
 DP1517'
 DP1517'THE STATION IS LOCATED IN THE BOROUGH OF AVALON ON THE NORTH CORNER OF
 DP1517'THE INTERSECTION OF DUNE DRIVE AND 78TH STREET, SET FLUSH IN THE TOP
 DP1517'OF A CONCRETE MONUMENT, IN POOR CONDITION, BETWEEN THE CURB AND
 DP1517'SIDEWALK IN FRONT OF HOUSE NO. 7798 ON THE NORTHWEST SIDE OF DUNE
 DP1517'DRIVE.
 DP1517'
 DP1517'THE STATION IS 14.7 FT (4.5 M) EAST FROM WOOD UTILITY POLE NUMBER
 DP1517'268AV W-33094, 33.8 FT (10.3 M) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DP1517'78TH STREET, 5.1 FT (1.6 M) NORTHEAST FROM A METAL POLE WITH STREET
 DP1517'SIGNS ATTACHED AND 3.7 FT (1.1 M) NORTHWEST FROM THE NORTHWEST CURB OF
 DP1517'DUNE DRIVE.
 DP1517
 DP1517                          STATION RECOVERY (2019)
 DP1517
 DP1517'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1517'THE WEST HALF OF THE TOP OF THE POST IS BROKEN AWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP1515 ***********************************************************************
 DP1515  DESIGNATION -  AV 8
 DP1515  PID         -  DP1515
 DP1515  STATE/COUNTY-  NJ/CAPE MAY
 DP1515  COUNTRY     -  US
 DP1515  USGS QUAD   -  AVALON (2019)
 DP1515
 DP1515                         *CURRENT SURVEY CONTROL
 DP1515  ______________________________________________________________________
 DP1515* NAD 83(1986) POSITION- 39 04 08.17   (N) 074 44 37.97   (W)   HD_HELD1
 DP1515* NAVD 88 ORTHO HEIGHT -     2.762 (meters)        9.06  (feet) ADJUSTED
 DP1515  ______________________________________________________________________
 DP1515  GEOID HEIGHT    -        -35.297 (meters)                     GEOID18
 DP1515  DYNAMIC HEIGHT  -          2.760 (meters)        9.06  (feet) COMP
 DP1515  MODELED GRAVITY -    980,061.6   (mgal)                       NAVD 88
 DP1515
 DP1515  VERT ORDER      -  FIRST     CLASS II
 DP1515
 DP1515.The horizontal coordinates were determined by differentially corrected
 DP1515.hand held GPS observations or other comparable positioning techniques
 DP1515.and have an estimated accuracy of +/- 3 meters.
 DP1515
 DP1515.The orthometric height was determined by differential leveling and
 DP1515.adjusted by the NATIONAL GEODETIC SURVEY
 DP1515.in August 2014.
 DP1515
 DP1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1515.GEOID18 height accuracy estimate available here.
 DP1515
 DP1515.Click photographs - Photos may exist for this station.
 DP1515
 DP1515.The dynamic height is computed by dividing the NAVD 88
 DP1515.geopotential number by the normal gravity value computed on the
 DP1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1515.degrees latitude (g = 980.6199 gals.).
 DP1515
 DP1515.The modeled gravity was interpolated from observed gravity values.
 DP1515
 DP1515;                    North         East    Units  Estimated Accuracy
 DP1515;SPC NJ       -    26,181.0     128,896.1     MT  (+/- 3 meters HH1 GPS) 
 DP1515
 DP1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2215624457(NAD 83)
 DP1515
 DP1515                          SUPERSEDED SURVEY CONTROL
 DP1515
 DP1515.No superseded survey control is available for this station.
 DP1515
 DP1515_MARKER: DD = SURVEY DISK
 DP1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP1515_STAMPING: AV-8
 DP1515_MARK LOGO: USACE
 DP1515_PROJECTION: RECESSED 6 CENTIMETERS
 DP1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1515+STABILITY: SURFACE MOTION
 DP1515
 DP1515  HISTORY     - Date     Condition        Report By
 DP1515  HISTORY     - UNK      MONUMENTED       USACE
 DP1515  HISTORY     - 20120523 GOOD             NJGS
 DP1515  HISTORY     - 20190902 GOOD             PROFLN
 DP1515
 DP1515                          STATION DESCRIPTION
 DP1515
 DP1515'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP1515'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF SEA
 DP1515'ISLE CITY, 2.6 MI (4.2 KM) SOUTH-SOUTHWEST OF AVALON AND 1.5 MI (2.4
 DP1515'KM) NORTH-NORTHEAST OF STONE HARBOR.
 DP1515'
 DP1515'THE STATION IS LOCATED IN AVALON, AT THE EAST END OF 71ST STREET, IN
 DP1515'THE CENTER OF THE ACCESS PATH LEADING TO THE BEACH, AT THE NORTHWEST
 DP1515'CORNER OF A 6 INCH (15 CM) BY 8 INCH (20 CM) WOODEN POST IN THE CENTER
 DP1515'OF THE PATH.
 DP1515'
 DP1515'THE STATION IS 11.8 FT (3.6 M) EAST OF THE EAST EDGE OF PAVING OF 71ST
 DP1515'STREET, 16.0 FT (4.9 M) EAST-SOUTHEAST OF THE EAST END OF THE CURB ON
 DP1515'THE NORTH SIDE OF 71ST STREET, 15.4 FT (4.7 M) EAST-SOUTHEAST OF THE
 DP1515'WEST END POST OF A SPLIT RAIL FENCE, 26 FT (7.9 M) EAST-NORTHEAST OF A
 DP1515'MANHOLE, 32.5 FT (9.9 M) NORTH-NORTHEAST OF THE EAST END OF THE CURB
 DP1515'ON THE SOUTH SIDE OF 71ST STREET, 9.8 FT (3.0 M) NORTH OF THE NORTH
 DP1515'SIGN POST FOR BEACH INFORMATION, 7 FT (2.1 M) NORTH OF THE NORTH END
 DP1515'OF A NORTH-SOUTH FENCE, 10 FT (3.0 M) NORTH OF THE EXTENDED CENTERLINE
 DP1515'OF 71ST STREET, 61.8 FT (18.8 M) EAST-SOUTHEAST OF A SIGN (NO
 DP1515'PARKING).
 DP1515
 DP1515                          STATION RECOVERY (2019)
 DP1515
 DP1515'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 DP1515'THE MARK IS 3.5 FT (1.1 M) GOING AWAY FROM THE BEACH FROM A 3 FT (0.9
 DP1515'M) HIGH WOODEN POST AND 2 FT (0.6 M) TOWARD THE BEACH FROM A POST AND
 DP1515'RAIL FENCE EXTENDED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4088 ***********************************************************************
 JU4088  DESIGNATION -  AVALON 2
 JU4088  PID         -  JU4088
 JU4088  STATE/COUNTY-  NJ/CAPE MAY
 JU4088  COUNTRY     -  US
 JU4088  USGS QUAD   -  AVALON (2019)
 JU4088
 JU4088                         *CURRENT SURVEY CONTROL
 JU4088  ______________________________________________________________________
 JU4088* NAD 83(2011) POSITION- 39 06 22.22455(N) 074 42 50.09252(W)   ADJUSTED
 JU4088* NAD 83(2011) ELLIP HT-   -33.381 (meters)        (06/27/12)   ADJUSTED
 JU4088* NAD 83(2011) EPOCH   -  2010.00
 JU4088* NAVD 88 ORTHO HEIGHT -     1.805 (meters)        5.92  (feet) ADJUSTED
 JU4088  ______________________________________________________________________
 JU4088  GEOID HEIGHT    -        -35.192 (meters)                     GEOID18
 JU4088  NAD 83(2011) X  -  1,306,560.948 (meters)                     COMP
 JU4088  NAD 83(2011) Y  - -4,780,543.585 (meters)                     COMP
 JU4088  NAD 83(2011) Z  -  4,001,449.315 (meters)                     COMP
 JU4088  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 JU4088  DYNAMIC HEIGHT  -          1.804 (meters)        5.92  (feet) COMP
 JU4088  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 JU4088
 JU4088  VERT ORDER      -  FIRST     CLASS II
 JU4088
 JU4088  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4088  Standards:
 JU4088         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4088            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4088  -------------------------------------------------------------------
 JU4088  NETWORK    0.73   1.08           0.31   0.29   0.55      0.04037100
 JU4088  -------------------------------------------------------------------
 JU4088  Click here for local accuracies and other accuracy information.
 JU4088
 JU4088.The horizontal coordinates were established by GPS observations
 JU4088.and adjusted by the National Geodetic Survey in June 2012.
 JU4088
 JU4088.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4088.been affixed to the stable North American tectonic plate. See 
 JU4088.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4088
 JU4088.The horizontal coordinates are valid at the epoch date displayed above
 JU4088.which is a decimal equivalence of Year/Month/Day.
 JU4088
 JU4088.The orthometric height was determined by differential leveling and
 JU4088.adjusted by the NATIONAL GEODETIC SURVEY
 JU4088.in August 2014.
 JU4088
 JU4088.No vertical observational check was made to the station.
 JU4088
 JU4088.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4088.GEOID18 height accuracy estimate available here.
 JU4088
 JU4088.Click photographs - Photos may exist for this station.
 JU4088
 JU4088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4088
 JU4088.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4088
 JU4088.The ellipsoidal height was determined by GPS observations
 JU4088.and is referenced to NAD 83.
 JU4088
 JU4088.The dynamic height is computed by dividing the NAVD 88
 JU4088.geopotential number by the normal gravity value computed on the
 JU4088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4088.degrees latitude (g = 980.6199 gals.).
 JU4088
 JU4088.The modeled gravity was interpolated from observed gravity values.
 JU4088
 JU4088. The following values were computed from the NAD 83(2011) position.
 JU4088
 JU4088;                    North         East     Units Scale Factor Converg.
 JU4088;SPC NJ       -    30,308.079   131,498.916   MT  0.99990421   -0 08 05.7
 JU4088;SPC NJ       -    99,435.76    431,426.03   sFT  0.99990421   -0 08 05.7
 JU4088;UTM  18      - 4,328,597.829   524,735.593   MT  0.99960753   +0 10 49.6
 JU4088
 JU4088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4088!SPC NJ       -   1.00000524  x   0.99990421  =   0.99990945
 JU4088!UTM  18      -   1.00000524  x   0.99960753  =   0.99961277
 JU4088
 JU4088:                Primary Azimuth Mark                     Grid Az
 JU4088:SPC NJ       -  AVALON 2 AZ MK                           028 53 42.4
 JU4088:UTM  18      -  AVALON 2 AZ MK                           028 34 47.1
 JU4088
 JU4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2473528597(NAD 83)
 JU4088
 JU4088|---------------------------------------------------------------------|
 JU4088| PID    Reference Object                     Distance      Geod. Az  |
 JU4088|                                                           dddmmss.s |
 JU4088| JU4089 AVALON 2 AZ MK                      489.181 METERS 0284536.7 |
 JU4088| JU2896 AVALON                               28.501 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  NAD 83(2007)-  39 06 22.22491(N)    074 42 50.09329(W) AD(2002.00) 0
 JU4088  ELLIP H (02/10/07)  -33.372  (m)                       GP(2002.00)    
 JU4088  ELLIP H (10/23/02)  -33.354  (m)                       GP(       ) 4 1
 JU4088  NAD 83(1996)-  39 06 22.22483(N)    074 42 50.09310(W) AD(       ) 1
 JU4088  ELLIP H (05/14/99)  -33.374  (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)  -33.487  (m)                       GP(       ) 3 2
 JU4088  NAD 83(1986)-  39 06 22.20373(N)    074 42 50.09460(W) AD(       ) 3
 JU4088  NAVD 88 (03/31/93)    1.8    (m)  UNKNOWN  model used  GPS OBS        
 JU4088  NGVD 29               1.98   (m)            6.5    (f) LEVELING    3  
 JU4088
 JU4088.Superseded values are not recommended for survey control.
 JU4088
 JU4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4088.See file dsdata.pdf to determine how the superseded data were derived.
 JU4088
 JU4088_MARKER: DS = TRIANGULATION STATION DISK
 JU4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4088_STAMPING: AVALON 2 1980
 JU4088_MARK LOGO: NGS
 JU4088_PROJECTION: RECESSED 15 CENTIMETERS
 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 NOT SUITABLE FOR
 JU4088+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2019
 JU4088
 JU4088  HISTORY     - Date     Condition        Report By
 JU4088  HISTORY     - 1980     MONUMENTED       NGS
 JU4088  HISTORY     - 19900822 GOOD             NJGS
 JU4088  HISTORY     - 20120504 GOOD             NJGS
 JU4088  HISTORY     - 20190905 GOOD             PROFLN
 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 CITY
 JU4088'AND 20.9 KM (13 MI) NORTHEAST OF CAPE MAY IN THE NORTHEAST PART OF
 JU4088'AVALON ON CITY PROPERTY.  OWNERSHIP--CITY OF AVALON.
 JU4088'
 JU4088'TO REACH THE STATION FROM THE POST OFFICE IN AVALON, GO NORTH ON DUNE
 JU4088'DRIVE FOR 1.6 KM (1.0 MI) TO THE CITY WATER PUMPING PLANT ON THE RIGHT
 JU4088'AND THE STATION IN THE SMALL GRASS STRIP BETWEEN THE SIGEWALK AND THE
 JU4088'BUILDING ON THE RIGHT.
 JU4088'
 JU4088'THE STATION IS A STANDARD NGS DISK STAMPED ---AVALON 2 1980---, SET
 JU4088'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 JU4088'THE GROUND.  20.1 METERS (66 FT) SOUTHEAST FROM THE CENTER OF THE
 JU4088'DIVIDER OF DUNE DRIVE, 12.5 METERS (40.9 FT) NORTHEAST FROM A POWER
 JU4088'POLE NO. 44, 6.9 METERS (22.8 FT) NORTHWEST FROM THE NORTHWEST SIDE OF
 JU4088'A LONG PUMPING HOUSE BUILDING, 1.9 METERS (6.3 FT) SOUTHEAST FROM THE
 JU4088'SOUTHEAST SIDE OF A SIDEWALK AND, 0.3 METERS (1.0 FT) NORTH FROM A
 JU4088'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 JU4088'---AVALON 2 1980---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS
 JU4088'BELOW THE SURFACE.
 JU4088'
 JU4088'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK STAMPED
 JU4088'---AVALON 2 NO 4 1980---, SET INTO A DRILL HOLE IN THE CURB ON THE
 JU4088'NORTYWEST SIDE OF DUNE DRIVE.  17.0 METERS (55.8 FT) SOUTHWEST FROM A
 JU4088'WITNESS POST, 14.9 METERS (49 FT) SOUTHEAST FROM THE CENTER OF DUNE
 JU4088'DRIVE, 4.6 METERS (15 FT) SOUTHWEST FROM A POWER POLE NO 44 AND 1.5
 JU4088'METERS (5 FT) NORTHEAST FROM THE EXTENDED CENTER OF 14TH STREET.  MARK
 JU4088'IS 0.3 METERS BELOW THE STATION.
 JU4088'
 JU4088'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED
 JU4088'---AVALON 2 NO 5 1980---, SET INTO A DRILL HOLE IN THE NORTHWEST
 JU4088'BUMPER CURB ALONG THE NORTHWEST SIDE OF THE DUNE DRIVE ISLAND.  29.3
 JU4088'METERS (96 FT) NORTH FROM THE POWER POLE NO. 44, 29.3 METERS (96 FT)
 JU4088'NORTHEAST FROM THE EXTENDED CENTER OF 14TH STREET, 25.3 METERS
 JU4088'(82.9 FT) NORTHWEST FROM A WITNESS POST AND 2.7 METERS (9 FT)
 JU4088'NORTHWEST FROM THE CENTER OF THE GRASS COVERED 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 OF
 JU4088'WEST EIGHTH STREET.  LOCATED 18.7 METERS (61.5 FT) NORTHWEST FROM THE
 JU4088'CENTER OF THE DIVIDER IN DUNE DRIVE, 12.8 METERS (42.1 FT) SOUTHWEST
 JU4088'FROM POWER POLE NO. 71 78, 5.8 METERS ( 18.9 FT) SOUTHWEST OF THE
 JU4088'CENTER OF WEST EIGHTH STREET AND 1.7 METERS (5.5 FT) NORTH OF THE
 JU4088'NORTHWEST EDGE OF THE SIDEWALK.  TO REACH THE AZIMUTH MARK FROM THE
 JU4088'STATION, GO NORTHEAST ON DUNE DRIVE FOR 0.48 KM (0.3 MI) TO WEST
 JU4088'EIGHTH STREET AND THE MARK IN THE SOUTHWEST QUADRANT OF THE
 JU4088'INTERSECTION.
 JU4088'
 JU4088'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4088'DESCRIBED BY RALPH G. POUST
 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.
 JU4088
 JU4088                          STATION RECOVERY (2012)
 JU4088
 JU4088'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU4088'RECOVERED AS DESCRIBED.
 JU4088'
 JU4088'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH-NORTHEAST OF STONE
 JU4088'HARBOR, 3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND IN THE
 JU4088'TOWN OF AVALON, NJ.
 JU4088'
 JU4088'THE STATION IS LOCATED IN THE BOROUGH OF AVALON ON THE GROUNDS OF THE
 JU4088'DEPARTMENT OF PUBLIC WORKS GARAGE AND WATER STORAGE FACILITY, SET
 JU4088'ABOUT 6 INCHES (15 CM) BELOW THE GROUND IN THE LAWN IN FRONT OF THE
 JU4088'PUBLIC WORKS GARAGE, ON THE SOUTHEAST SIDE OF DUNE DRIVE, BETWEEN 14TH
 JU4088'AND 15TH STREET.
 JU4088'
 JU4088'THE STATION IS 6.5 FT (2.0 M) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 JU4088'SIDEWALK ON THE SOUTHEAST SIDE OF DUNE DRIVE, 15.3 FT (4.7 M)
 JU4088'SOUTHEAST FROM THE SOUTHEAST CURB OF DUNE DRIVE, 33.2 FT (10.1 M) EAST
 JU4088'FROM WOOD UTILITY POLE NUMBER W10343, 36.1 FT (11.0 M) NORTHEAST FROM
 JU4088'THE NORTHWEST CORNER OF THE PUBLIC WORKS GARAGE BUILDING AND 12.4 FT
 JU4088'(3.8 M) NORTHEAST FROM A METAL POST, 2 FT (0.6 M) HIGH, WITH NO DOG
 JU4088'WASTE SIGN IN THE LAWN.
 JU4088
 JU4088                          STATION RECOVERY (2019)
 JU4088
 JU4088'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 JU4088'THE MARK IS 29.5 FT (9.0 M) NORTHEAST OF THE SOUTHWEST LINE EXTENDED
 JU4088'OF A LARGE METAL BUILDING AND 20.3 FT (6.2 M) NORTHWEST TOWARD DUNE
 JU4088'DRIVE FROM THE NORTHWEST SIDE OF SAME.  A RECTANGULAR UTILITY VALVE
 JU4088'BOX WAS PLACED OVER THE MARK THIS DATE TO FACILITATE RECOVERY AND
 JU4088'ACCESS.  THE LID OF THE BOX IS FLUSH WITH THE SURROUNDING GRASS AND
 JU4088'THE MARK IS 0.5 FT (15 CM) BELOW THE LID.
 JU4088'
 JU4088'AS NEAR AS COULD BE DETERMINED, REFERENCE MARK 4 WAS REMOVED BY
 JU4088'CONSTRUCTION OF A DRIVEWAY.  THE BOX SCORE DISTANCE AND DIRECTION FROM
 JU4088'THE STATION PLACE REFERENCE MARK 4 ON THE SOUTHEAST, NOT THE
 JU4088'NORTHWEST, SIDE OF DUNE DRIVE IN A PLACE WHERE THE PREVIOUS CURB HAS
 JU4088'BEEN REPLACED BY THE APRON OF A DRIVEWAY.
 JU4088'
 JU4088'RM 5 IS GOOD AS DESCRIBED.
 JU4088'
 JU4088'AZ MARK RECOVERED AS DESCRIBED, 2 FT (0.6 M) EASTERLY OF A STOP SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4089 ***********************************************************************
 JU4089  DESIGNATION -  AVALON 2 AZ MK
 JU4089  PID         -  JU4089
 JU4089  STATE/COUNTY-  NJ/CAPE MAY
 JU4089  COUNTRY     -  US
 JU4089  USGS QUAD   -  AVALON (2019)
 JU4089
 JU4089                         *CURRENT SURVEY CONTROL
 JU4089  ______________________________________________________________________
 JU4089* NAD 83(1996) POSITION- 39 06 36.13077(N) 074 42 40.29669(W)   ADJUSTED
 JU4089* NAVD 88 ORTHO HEIGHT -     1.369 (meters)        4.49  (feet) ADJUSTED
 JU4089  ______________________________________________________________________
 JU4089  GEOID HEIGHT    -        -35.180 (meters)                     GEOID18
 JU4089  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 JU4089  DYNAMIC HEIGHT  -          1.368 (meters)        4.49  (feet) COMP
 JU4089  MODELED GRAVITY -    980,067.1   (mgal)                       NAVD 88
 JU4089
 JU4089  HORZ ORDER      -  THIRD
 JU4089  VERT ORDER      -  FIRST     CLASS II
 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 orthometric height was determined by differential leveling and
 JU4089.adjusted by the NATIONAL GEODETIC SURVEY
 JU4089.in August 2014.
 JU4089
 JU4089.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4089.GEOID18 height accuracy estimate available here.
 JU4089
 JU4089.Click photographs - Photos may exist for this station.
 JU4089
 JU4089.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4089
 JU4089.The dynamic height is computed by dividing the NAVD 88
 JU4089.geopotential number by the normal gravity value computed on the
 JU4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4089.degrees latitude (g = 980.6199 gals.).
 JU4089
 JU4089.The modeled gravity was interpolated from observed gravity values.
 JU4089
 JU4089. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000530  x   0.99990411  =   0.99990941
 JU4089!UTM  18      -   1.00000530  x   0.99960768  =   0.99961298
 JU4089
 JU4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2496929027(NAD 83)
 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
 JU4089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4089.See file dsdata.pdf to determine how the superseded data were derived.
 JU4089
 JU4089_MARKER: DZ = AZIMUTH MARK DISK
 JU4089_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4089_SP_SET: CURB
 JU4089_STAMPING: AVALON 2 1980
 JU4089_MARK LOGO: NGS
 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 - May 04, 2012
 JU4089
 JU4089  HISTORY     - Date     Condition        Report By
 JU4089  HISTORY     - 1980     MONUMENTED       NGS
 JU4089  HISTORY     - 20060916 GOOD             GEOCAC
 JU4089  HISTORY     - 20120504 GOOD             NJGS
 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.
 JU4089
 JU4089                          STATION RECOVERY (2012)
 JU4089
 JU4089'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU4089'RECOVERED AS DESCRIBED.
 JU4089'
 JU4089'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTH-NORTHEAST OF STONE
 JU4089'HARBOR, 3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND 0.7 MI
 JU4089'(1.1 KM) NORTH-NORTHEAST OF AVALON.
 JU4089'
 JU4089'THE STATION IS LOCATED IN THE BOROUGH OF AVALON ON THE WEST CORNER OF
 JU4089'THE INTERSECTION OF DUNE DRIVE AND EIGHTH STREET WEST, SET FLUSH IN A
 JU4089'DRILL HOLE IN A CONCRETE CURB ON THE SOUTHWEST SIDE OF EIGHTH STREET
 JU4089'WEST.
 JU4089'
 JU4089'THE STATION IS 20.9 FT (6.4 M) SOUTHWEST FROM THE CENTERLINE OF EIGHTH
 JU4089'STREET WEST, 62.1 FT (18.9 M) NORTHWEST FROM THE CENTERLINE OF DUNE
 JU4089'DRIVE, 1.8 FT (0.5 M) EAST FROM A METAL POST WITH STOP SIGN ATTACHED
 JU4089'AND 43.2 FT (13.2 M) SOUTHWEST AND ACROSS EIGHTH STREET WEST FROM WOOD
 JU4089'UTILITY POLE NUMBER W7178.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4090 ***********************************************************************
 JU4090  DESIGNATION -  AVALON 2 RM 5
 JU4090  PID         -  JU4090
 JU4090  STATE/COUNTY-  NJ/CAPE MAY
 JU4090  COUNTRY     -  US
 JU4090  USGS QUAD   -  AVALON (2019)
 JU4090
 JU4090                         *CURRENT SURVEY CONTROL
 JU4090  ______________________________________________________________________
 JU4090* NAD 83(1996) POSITION- 39 06 22.92361(N) 074 42 50.62406(W)   ADJUSTED
 JU4090* NAVD 88 ORTHO HEIGHT -     1.940 (meters)        6.36  (feet) ADJUSTED
 JU4090  ______________________________________________________________________
 JU4090  GEOID HEIGHT    -        -35.191 (meters)                     GEOID18
 JU4090  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 JU4090  DYNAMIC HEIGHT  -          1.939 (meters)        6.36  (feet) COMP
 JU4090  MODELED GRAVITY -    980,066.6   (mgal)                       NAVD 88
 JU4090
 JU4090  HORZ ORDER      -  THIRD
 JU4090  VERT ORDER      -  FIRST     CLASS II
 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 orthometric height was determined by differential leveling and
 JU4090.adjusted by the NATIONAL GEODETIC SURVEY
 JU4090.in August 2014.
 JU4090
 JU4090.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4090.GEOID18 height accuracy estimate available here.
 JU4090
 JU4090.Click photographs - Photos may exist for this station.
 JU4090
 JU4090.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4090
 JU4090.The dynamic height is computed by dividing the NAVD 88
 JU4090.geopotential number by the normal gravity value computed on the
 JU4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4090.degrees latitude (g = 980.6199 gals.).
 JU4090
 JU4090.The modeled gravity was interpolated from observed gravity values.
 JU4090
 JU4090. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000522  x   0.99990422  =   0.99990944
 JU4090!UTM  18      -   1.00000522  x   0.99960753  =   0.99961274
 JU4090
 JU4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2472228619(NAD 83)
 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               2.11   (m)            6.9    (f) LEVELING    3  
 JU4090
 JU4090.Superseded values are not recommended for survey control.
 JU4090
 JU4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4090.See file dsdata.pdf to determine how the superseded data were derived.
 JU4090
 JU4090_MARKER: DR = REFERENCE MARK DISK
 JU4090_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4090_SP_SET: CURB
 JU4090_STAMPING: AVALON 2 NO 5 1980
 JU4090_MARK LOGO: NGS
 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 - May 04, 2012
 JU4090
 JU4090  HISTORY     - Date     Condition        Report By
 JU4090  HISTORY     - 1980     MONUMENTED       NGS
 JU4090  HISTORY     - 20060916 GOOD             GEOCAC
 JU4090  HISTORY     - 20120504 GOOD             NJGS
 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.
 JU4090
 JU4090                          STATION RECOVERY (2012)
 JU4090
 JU4090'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU4090'RECOVERED AS DESCRIBED.
 JU4090'
 JU4090'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH-NORTHEAST OF STONE
 JU4090'HARBOR, 3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF SEA ISLE CITY AND IN THE
 JU4090'TOWN OF AVALON, NJ.
 JU4090'
 JU4090'THE STATION IS LOCATED IN THE BOROUGH OF AVALON ON THE SOUTHEAST CURB
 JU4090'OF THE CENTER GRASS MEDIAN OF DUNE DRIVE, BETWEEN 14TH AND 15TH
 JU4090'STREETS AND DIRECTLY ACROSS THE STREET FROM THE BOROUGH OF AVALON
 JU4090'DEPARTMENT OF PUBLIC WORKS AND WATER STORAGE FACILITY.
 JU4090'
 JU4090'THE STATION IS 8.4 FT (2.6 M) NORTHWEST FROM THE CENTERLINE OF THE
 JU4090'GRASS MEDIAN OF DUNE DRIVE, 14.7 FT (4.5 M) SOUTHEAST FROM THE
 JU4090'CENTERLINE OF THE SOUTHBOUND LANES OF DUNE DRIVE, 31.9 FT (9.7 M)
 JU4090'NORTHWEST FROM THE CENTERLINE OF THE NORTHBOUND LANES OF DUNE DRIVE,
 JU4090'20.2 FT (6.2 M) NORTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED
 JU4090'ALONG WITH A NO DOG WASTE SIGN IN THE CENTER GRASS MEDIAN AND 96.2 FT
 JU4090'(29.3 M) EAST-NORTHEAST FROM THE CENTERLINE OF 14TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4818 ***********************************************************************
 KV4818  DESIGNATION -  AVENEL STEEL EQUIPMENT TOWER
 KV4818  PID         -  KV4818
 KV4818  STATE/COUNTY-  NJ/MIDDLESEX
 KV4818  COUNTRY     -  US
 KV4818  USGS QUAD   -  PERTH AMBOY (2016)
 KV4818
 KV4818                         *CURRENT SURVEY CONTROL
 KV4818  ______________________________________________________________________
 KV4818* NAD 83(1996) POSITION- 40 34 38.48806(N) 074 16 33.20975(W)   ADJUSTED
 KV4818  ______________________________________________________________________
 KV4818  GEOID HEIGHT    -        -32.559 (meters)                     GEOID18
 KV4818  LAPLACE CORR    -          5.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4818.GEOID18 height accuracy estimate available here.
 KV4818
 KV4818.Click photographs - Photos may exist for this station.
 KV4818
 KV4818.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4818
 KV4818. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6128692093(NAD 83)
 KV4818
 KV4818                          SUPERSEDED SURVEY CONTROL
 KV4818
 KV4818  NAD 83(1996)-  40 34 38.48785(N)    074 16 33.21008(W) AD(       ) 3
 KV4818  NAD 83(1986)-  40 34 38.48959(N)    074 16 33.20322(W) AD(       ) 3
 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
 KV4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4818.See file dsdata.pdf to determine how the superseded data were derived.
 KV4818
 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 = JULY 24, 2026 22:12:30 EDT
 KV5145 ***********************************************************************
 KV5145  DESIGNATION -  AVON WATER TANK
 KV5145  PID         -  KV5145
 KV5145  STATE/COUNTY-  NJ/MONMOUTH
 KV5145  COUNTRY     -  US
 KV5145  USGS QUAD   -  ASBURY PARK (2019)
 KV5145
 KV5145                         *CURRENT SURVEY CONTROL
 KV5145  ______________________________________________________________________
 KV5145* NAD 83(1996) POSITION- 40 11 37.60346(N) 074 01 19.79910(W)   ADJUSTED
 KV5145  ______________________________________________________________________
 KV5145  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 KV5145  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5145.GEOID18 height accuracy estimate available here.
 KV5145
 KV5145.Click photographs - Photos may exist for this station.
 KV5145
 KV5145.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5145
 KV5145. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8323149723(NAD 83)
 KV5145
 KV5145                          SUPERSEDED SURVEY CONTROL
 KV5145
 KV5145  NAD 83(1986)-  40 11 37.60220(N)    074 01 19.79348(W) AD(       ) 3
 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
 KV5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5145.See file dsdata.pdf to determine how the superseded data were derived.
 KV5145
 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 = JULY 24, 2026 22:12:30 EDT
 JU0659 ***********************************************************************
 JU0659  DESIGNATION -  B 10
 JU0659  PID         -  JU0659
 JU0659  STATE/COUNTY-  NJ/SALEM
 JU0659  COUNTRY     -  US
 JU0659  USGS QUAD   -  PENNS GROVE (2019)
 JU0659
 JU0659                         *CURRENT SURVEY CONTROL
 JU0659  ______________________________________________________________________
 JU0659* NAD 83(1986) POSITION- 39 43 46.50   (N) 075 28 05.71   (W)   HD_HELD1
 JU0659* NAVD 88 ORTHO HEIGHT -     4.305 (meters)       14.12  (feet) ADJUSTED
 JU0659  ______________________________________________________________________
 JU0659  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 JU0659  DYNAMIC HEIGHT  -          4.303 (meters)       14.12  (feet) COMP
 JU0659  MODELED GRAVITY -    980,165.2   (mgal)                       NAVD 88
 JU0659
 JU0659  VERT ORDER      -  FIRST     CLASS II
 JU0659
 JU0659.The horizontal coordinates were determined by differentially corrected
 JU0659.hand held GPS observations or other comparable positioning techniques
 JU0659.and have an estimated accuracy of +/- 3 meters.
 JU0659
 JU0659.The orthometric height was determined by differential leveling and
 JU0659.adjusted by the NATIONAL GEODETIC SURVEY
 JU0659.in May 2011.
 JU0659
 JU0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0659.GEOID18 height accuracy estimate available here.
 JU0659
 JU0659.Click photographs - Photos may exist for this station.
 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       -    99,940.8      66,999.5     MT  (+/- 3 meters HH1 GPS) 
 JU0659
 JU0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5987297849(NAD 83)
 JU0659
 JU0659                          SUPERSEDED SURVEY CONTROL
 JU0659
 JU0659  NAVD 88 (??/??/92)    4.276  (m)           14.03   (f) SUPERSEDED  3 0
 JU0659  NGVD 29 (11/26/84)    4.624  (m)           15.17   (f) ADJUSTED    1 2
 JU0659
 JU0659.Superseded values are not recommended for survey control.
 JU0659
 JU0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0659.See file dsdata.pdf to determine how the superseded data were derived.
 JU0659
 JU0659_MARKER: DB = BENCH MARK DISK
 JU0659_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU0659_SP_SET: BRICK WALL
 JU0659_STAMPING: 15.171 B 10 1930
 JU0659_MARK LOGO: CGS
 JU0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0659+STABILITY: SURFACE MOTION
 JU0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0659+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 JU0659
 JU0659  HISTORY     - Date     Condition        Report By
 JU0659  HISTORY     - 1930     MONUMENTED       CGS
 JU0659  HISTORY     - 1973     GOOD             NGS
 JU0659  HISTORY     - 20030605 GOOD             GEOCAC
 JU0659  HISTORY     - 20070517 GOOD             UE
 JU0659  HISTORY     - 20080304 GOOD             NJGS
 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.
 JU0659
 JU0659                          STATION RECOVERY (2007)
 JU0659
 JU0659'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0659'BRICK FACE AND DISK HAVE BEEN PAINTED THE SAME DARK RED COLOR.
 JU0659
 JU0659                          STATION RECOVERY (2008)
 JU0659
 JU0659'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 JU0659'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2204 ***********************************************************************
 JU2204  DESIGNATION -  B 100
 JU2204  PID         -  JU2204
 JU2204  STATE/COUNTY-  NJ/SALEM
 JU2204  COUNTRY     -  US
 JU2204  USGS QUAD   -  PENNS GROVE (2019)
 JU2204
 JU2204                         *CURRENT SURVEY CONTROL
 JU2204  ______________________________________________________________________
 JU2204* NAD 83(1986) POSITION- 39 40 41.4    (N) 075 29 39.1    (W)   HD_HELD2
 JU2204* NAVD 88 ORTHO HEIGHT -     3.852 (meters)       12.64  (feet) ADJUSTED
 JU2204  ______________________________________________________________________
 JU2204  GEOID HEIGHT    -        -33.163 (meters)                     GEOID18
 JU2204  DYNAMIC HEIGHT  -          3.851 (meters)       12.63  (feet) COMP
 JU2204  MODELED GRAVITY -    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 established by autonomous hand held GPS
 JU2204.observations and have an estimated accuracy of +/- 10 meters.
 JU2204
 JU2204.The orthometric height was determined by differential leveling and
 JU2204.adjusted by the NATIONAL GEODETIC SURVEY
 JU2204.in June 1991.
 JU2204
 JU2204.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2204.GEOID18 height accuracy estimate available here.
 JU2204
 JU2204.Click photographs - Photos may exist for this station.
 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
 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       -    94,257.       64,712.      MT  (+/- 10 meters HH2 GPS)
 JU2204
 JU2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5761892154(NAD 83)
 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
 JU2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2204.See file dsdata.pdf to determine how the superseded data were derived.
 JU2204
 JU2204_MARKER: F = FLANGE-ENCASED ROD
 JU2204_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2204_STAMPING: B 100 1978
 JU2204_MARK LOGO: NGS
 JU2204_PROJECTION: RECESSED 13 CENTIMETERS
 JU2204_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2204+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2017
 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  HISTORY     - 20070605 GOOD             UE
 JU2204  HISTORY     - 20080404 GOOD             NJGS
 JU2204  HISTORY     - 20160526 GOOD             AAAS
 JU2204  HISTORY     - 20170113 GOOD             PBCONS
 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.
 JU2204
 JU2204                          STATION RECOVERY (2007)
 JU2204
 JU2204'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2204'LOCATION NOT EVIDENT VISUALLY. EITHER METAL DETECTOR OR MEASURED TIES
 JU2204'WILL BE NEEDED. TOP OF ROD IS SEVERAL INCHES BELOW TOP OF PVC SLEEVE
 JU2204'WHICH IS FILLED TO THE TOP WITH DIRT. A METAL ''SURVEY MARKER'' SIGN
 JU2204'WAS PLACED OVER THE SLEEVE AND TWO MORE INCHES OF DIRT AND GRASS
 JU2204'COVERED THE SIGN.
 JU2204
 JU2204                          STATION RECOVERY (2008)
 JU2204
 JU2204'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 JU2204'THE STATION IS LOCATED IN DEEPWATER, NEAR THE END OF THE EXIT RAMP
 JU2204'FROM NORTH BOUND US INTERSTATE 295 ONTO SOUTH BOUND LANES OF STATE
 JU2204'HIGHWAY 49 (NORTH BROADWAY).
 JU2204'
 JU2204'THE STATION IS IN THE GRASS AREA BETWEEN THE SOUTHEAST CORNER OF THE
 JU2204'PARKING LOT FOR A CRACKER BARREL RESTAURANT AND ROUTE 49. THERE IS A
 JU2204'LARGE TREE NORTHEAST OF THE STATION.
 JU2204'
 JU2204'THE STATION IS ABOUT 90 M (295.3 FT) NORTHEAST OF THE CENTERLINE OF
 JU2204'NEW STREET, 6.9 M (22.6 FT) NORTH OF POLE NUMBER S38787, 7.3 M (24.0
 JU2204'FT) NORTHWEST OF THE NORTHWEST CURB OF THE SOUTH BOUND LANES OF ROUTE
 JU2204'49, 9.9 M (32.5 FT) WEST-SOUTHWEST OF POLE NUMBER B27932, 8.4 M (27.6
 JU2204'FT) EAST OF THE SOUTHEAST END OF A CHAIN LINK FENCE WITH A WITNESS
 JU2204'SIGN ATTACHED ABOUT 1 FT (0.3 M) ABOVE THE GROUND, 11.3 M (37.1 FT)
 JU2204'SOUTHEAST OF THE SOUTHERLY FLAG POLE FOR THE RESTAURANT, 29.9 M (98.1
 JU2204'FT) SOUTHWEST OF THE SOUTHWEST LEG OF THE SIGN BRIDE STRUCTURE NUMBER
 JU2204'1701-201, MILE POST 0.21.  THE LID IS BROKEN.
 JU2204
 JU2204                          STATION RECOVERY (2016)
 JU2204
 JU2204'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 JU2204'RECOVERED IN GOOD CONDITION.
 JU2204
 JU2204                          STATION RECOVERY (2017)
 JU2204
 JU2204'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 JU2204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3408 ***********************************************************************
 KV3408  DESIGNATION -  B 101
 KV3408  PID         -  KV3408
 KV3408  STATE/COUNTY-  NJ/ESSEX
 KV3408  COUNTRY     -  US
 KV3408  USGS QUAD   -  ELIZABETH (2016)
 KV3408
 KV3408                         *CURRENT SURVEY CONTROL
 KV3408  ______________________________________________________________________
 KV3408* NAD 83(1986) POSITION- 40 44 52.     (N) 074 10 14.     (W)   SCALED
 KV3408* NAVD 88 ORTHO HEIGHT -    10.801 (meters)       35.44  (feet) ADJUSTED
 KV3408  ______________________________________________________________________
 KV3408  GEOID HEIGHT    -        -32.311 (meters)                     GEOID18
 KV3408  DYNAMIC HEIGHT  -         10.797 (meters)       35.42  (feet) COMP
 KV3408  MODELED GRAVITY -    980,220.0   (mgal)                       NAVD 88
 KV3408
 KV3408  VERT ORDER      -  FIRST     CLASS II
 KV3408
 KV3408.The horizontal coordinates were scaled from a map and have
 KV3408.an estimated accuracy of +/- 6 seconds.
 KV3408
 KV3408.The orthometric height was determined by differential leveling and
 KV3408.adjusted by the NATIONAL GEODETIC SURVEY
 KV3408.in June 1991.
 KV3408
 KV3408.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3408.GEOID18 height accuracy estimate available here.
 KV3408
 KV3408.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL700110(NAD 83)
 KV3408
 KV3408                          SUPERSEDED SURVEY CONTROL
 KV3408
 KV3408  NGVD 29 (11/26/84)   11.132  (m)           36.52   (f) ADJUSTED    1 2
 KV3408
 KV3408.Superseded values are not recommended for survey control.
 KV3408
 KV3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3408.See file dsdata.pdf to determine how the superseded data were derived.
 KV3408
 KV3408_MARKER: DV = VERTICAL CONTROL DISK
 KV3408_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3408_SP_SET: ABUTMENT
 KV3408_STAMPING: B 101 1979
 KV3408_MARK LOGO: NGS
 KV3408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3408+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2019
 KV3408
 KV3408  HISTORY     - Date     Condition        Report By
 KV3408  HISTORY     - 1979     MONUMENTED       NGS
 KV3408  HISTORY     - 19940823 GOOD             USPSQD
 KV3408  HISTORY     - 20071009 GOOD             GEOCAC
 KV3408  HISTORY     - 20190914 GOOD             INDIV
 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.
 KV3408
 KV3408                          STATION RECOVERY (2007)
 KV3408
 KV3408'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3408'STATE ROUTE 58 IS NOW I-280.  FOUND AS DESCRIBED.
 KV3408
 KV3408                          STATION RECOVERY (2019)
 KV3408
 KV3408'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (LMG)
 KV3408'MONUMENT HAS BEEN PAINTED OVER WITH COLOR OF OVERPASS, MAKING IT HARD
 KV3408'TO DISTINGUISH FROM AFAR.  MARK IS STILL IN USABLE CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3440 ***********************************************************************
 KV3440  DESIGNATION -  B 103
 KV3440  PID         -  KV3440
 KV3440  STATE/COUNTY-  NJ/MORRIS
 KV3440  COUNTRY     -  US
 KV3440  USGS QUAD   -  POMPTON PLAINS (2016)
 KV3440
 KV3440                         *CURRENT SURVEY CONTROL
 KV3440  ______________________________________________________________________
 KV3440* NAD 83(1986) POSITION- 40 58 07.     (N) 074 17 08.     (W)   SCALED
 KV3440* NAVD 88 ORTHO HEIGHT -    54.807 (meters)      179.81  (feet) ADJUSTED
 KV3440  ______________________________________________________________________
 KV3440  GEOID HEIGHT    -        -32.351 (meters)                     GEOID18
 KV3440  DYNAMIC HEIGHT  -         54.784 (meters)      179.74  (feet) COMP
 KV3440  MODELED GRAVITY -    980,207.0   (mgal)                       NAVD 88
 KV3440
 KV3440  VERT ORDER      -  FIRST     CLASS II
 KV3440
 KV3440.The horizontal coordinates were scaled from a map and have
 KV3440.an estimated accuracy of +/- 6 seconds.
 KV3440
 KV3440.The orthometric height was determined by differential leveling and
 KV3440.adjusted by the NATIONAL GEODETIC SURVEY
 KV3440.in June 1991.
 KV3440
 KV3440.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3440.GEOID18 height accuracy estimate available here.
 KV3440
 KV3440.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL601355(NAD 83)
 KV3440
 KV3440                          SUPERSEDED SURVEY CONTROL
 KV3440
 KV3440  NGVD 29 (11/26/84)   55.116  (m)          180.83   (f) ADJUSTED    1 2
 KV3440
 KV3440.Superseded values are not recommended for survey control.
 KV3440
 KV3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3440.See file dsdata.pdf to determine how the superseded data were derived.
 KV3440
 KV3440_MARKER: I = METAL ROD
 KV3440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV3440_STAMPING: B 103 1979
 KV3440_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0024 ***********************************************************************
 KV0024  DESIGNATION -  B 11
 KV0024  PID         -  KV0024
 KV0024  STATE/COUNTY-  NJ/MIDDLESEX
 KV0024  COUNTRY     -  US
 KV0024  USGS QUAD   -  PERTH AMBOY (2016)
 KV0024
 KV0024                         *CURRENT SURVEY CONTROL
 KV0024  ______________________________________________________________________
 KV0024* NAD 83(1986) POSITION- 40 33 13.4    (N) 074 16 58.5    (W)   HD_HELD2
 KV0024* NAVD 88 ORTHO HEIGHT -    13.535 (meters)       44.41  (feet) ADJUSTED
 KV0024  ______________________________________________________________________
 KV0024  GEOID HEIGHT    -        -32.560 (meters)                     GEOID18
 KV0024  DYNAMIC HEIGHT  -         13.529 (meters)       44.39  (feet) COMP
 KV0024  MODELED GRAVITY -    980,213.9   (mgal)                       NAVD 88
 KV0024
 KV0024  VERT ORDER      -  FIRST     CLASS I
 KV0024
 KV0024.The horizontal coordinates were established by autonomous hand held GPS
 KV0024.observations and have an estimated accuracy of +/- 10 meters.
 KV0024
 KV0024.The orthometric height was determined by differential leveling and
 KV0024.adjusted by the NATIONAL GEODETIC SURVEY
 KV0024.in June 1991.
 KV0024
 KV0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0024.GEOID18 height accuracy estimate available here.
 KV0024
 KV0024.Click photographs - Photos may exist for this station.
 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       -   191,016.      168,385.      MT  (+/- 10 meters HH2 GPS)
 KV0024
 KV0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6071289464(NAD 83)
 KV0024
 KV0024                          SUPERSEDED SURVEY CONTROL
 KV0024
 KV0024  NGVD 29 (04/16/92)   13.845  (m)           45.42   (f) ADJUSTED    1 1
 KV0024  NGVD 29 (??/??/87)   13.875  (m)           45.52   (f) SUPERSEDED  1 1
 KV0024
 KV0024.Superseded values are not recommended for survey control.
 KV0024
 KV0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0024.See file dsdata.pdf to determine how the superseded data were derived.
 KV0024
 KV0024_MARKER: DB = BENCH MARK DISK
 KV0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0024_SP_SET: WINDOW
 KV0024_STAMPING: 45.522 B 11 1933
 KV0024_MARK LOGO: CGS
 KV0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0024+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2017
 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  HISTORY     - 20170629 GOOD             AAAS
 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'RECOVERED IN GOOD CONDITION.
 KV0024
 KV0024                          STATION RECOVERY (2017)
 KV0024
 KV0024'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 KV0024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0127 ***********************************************************************
 KV0127  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0127  DESIGNATION -  B 12
 KV0127  PID         -  KV0127
 KV0127  STATE/COUNTY-  NJ/BERGEN
 KV0127  COUNTRY     -  US
 KV0127  USGS QUAD   -  WEEHAWKEN (2016)
 KV0127
 KV0127                         *CURRENT SURVEY CONTROL
 KV0127  ______________________________________________________________________
 KV0127* NAD 83(1986) POSITION- 40 49 35.31   (N) 074 06 21.12   (W)   HD_HELD1
 KV0127* NAVD 88 ORTHO HEIGHT -    29.411 (meters)       96.49  (feet) ADJUSTED
 KV0127  ______________________________________________________________________
 KV0127  GEOID HEIGHT    -        -32.099 (meters)                     GEOID18
 KV0127  DYNAMIC HEIGHT  -         29.400 (meters)       96.46  (feet) COMP
 KV0127  MODELED GRAVITY -    980,229.1   (mgal)                       NAVD 88
 KV0127
 KV0127  VERT ORDER      -  FIRST     CLASS II
 KV0127
 KV0127.The horizontal coordinates were determined by differentially corrected
 KV0127.hand held GPS observations or other comparable positioning techniques
 KV0127.and have an estimated accuracy of +/- 3 meters.
 KV0127
 KV0127.The orthometric height was determined by differential leveling and
 KV0127.adjusted by the NATIONAL GEODETIC SURVEY
 KV0127.in June 1991.
 KV0127
 KV0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0127.GEOID18 height accuracy estimate available here.
 KV0127
 KV0127.This Tidal Bench Mark is designated as VM 7431
 KV0127.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0127
 KV0127.Click photographs - Photos may exist for this station.
 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       -   221,353.9     183,244.0     MT  (+/- 3 meters HH1 GPS) 
 KV0127
 KV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7539519879(NAD 83)
 KV0127
 KV0127                          SUPERSEDED SURVEY CONTROL
 KV0127
 KV0127  NGVD 29 (11/26/84)   29.726  (m)           97.53   (f) ADJUSTED    1 2
 KV0127
 KV0127.Superseded values are not recommended for survey control.
 KV0127
 KV0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0127.See file dsdata.pdf to determine how the superseded data were derived.
 KV0127
 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_MARK LOGO: CGS
 KV0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0127+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2013
 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  HISTORY     - 20071008 GOOD             GEOCAC
 KV0127  HISTORY     - 20130513 GOOD             BOSWEL
 KV0127  HISTORY     - 20131012 GOOD             GEOCAC
 KV0127  HISTORY     - 20240127 GOOD             INDIV
 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.
 KV0127
 KV0127                          STATION RECOVERY (2007)
 KV0127
 KV0127'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0127'RECOVERED IN GOOD CONDITION.
 KV0127
 KV0127                          STATION RECOVERY (2013)
 KV0127
 KV0127'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 KV0127'RECOVERED IN GOOD CONDITION.
 KV0127
 KV0127                          STATION RECOVERY (2013)
 KV0127
 KV0127'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 KV0127'RECOVERED IN GOOD CONDITION.
 KV0127
 KV0127                          STATION RECOVERY (2024)
 KV0127
 KV0127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (CG)
 KV0127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0192 ***********************************************************************
 KV0192  DESIGNATION -  B 13
 KV0192  PID         -  KV0192
 KV0192  STATE/COUNTY-  NJ/MORRIS
 KV0192  COUNTRY     -  US
 KV0192  USGS QUAD   -  POMPTON PLAINS (2016)
 KV0192
 KV0192                         *CURRENT SURVEY CONTROL
 KV0192  ______________________________________________________________________
 KV0192* NAD 83(1986) POSITION- 40 58 09.00   (N) 074 17 37.26   (W)   HD_HELD1
 KV0192* NAVD 88 ORTHO HEIGHT -    58.700 (meters)      192.58  (feet) ADJUSTED
 KV0192  ______________________________________________________________________
 KV0192  GEOID HEIGHT    -        -32.359 (meters)                     GEOID18
 KV0192  DYNAMIC HEIGHT  -         58.675 (meters)      192.50  (feet) COMP
 KV0192  MODELED GRAVITY -    980,207.6   (mgal)                       NAVD 88
 KV0192
 KV0192  VERT ORDER      -  FIRST     CLASS II
 KV0192
 KV0192.The horizontal coordinates were determined by differentially corrected
 KV0192.hand held GPS observations or other comparable positioning techniques
 KV0192.and have an estimated accuracy of +/- 3 meters.
 KV0192
 KV0192.The orthometric height was determined by differential leveling and
 KV0192.adjusted by the NATIONAL GEODETIC SURVEY
 KV0192.in June 1991.
 KV0192
 KV0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0192.GEOID18 height accuracy estimate available here.
 KV0192
 KV0192.Click photographs - Photos may exist for this station.
 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       -   237,144.3     167,364.8     MT  (+/- 3 meters HH1 GPS) 
 KV0192
 KV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5943035574(NAD 83)
 KV0192
 KV0192                          SUPERSEDED SURVEY CONTROL
 KV0192
 KV0192  NGVD 29 (11/26/84)   59.009  (m)          193.60   (f) ADJUSTED    1 2
 KV0192
 KV0192.Superseded values are not recommended for survey control.
 KV0192
 KV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0192.See file dsdata.pdf to determine how the superseded data were derived.
 KV0192
 KV0192_MARKER: DB = BENCH MARK DISK
 KV0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0192_STAMPING: 193.474 B 13 1933
 KV0192_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0720 ***********************************************************************
 LY0720  DESIGNATION -  B 14
 LY0720  PID         -  LY0720
 LY0720  STATE/COUNTY-  NJ/SUSSEX
 LY0720  COUNTRY     -  US
 LY0720  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0720
 LY0720                         *CURRENT SURVEY CONTROL
 LY0720  ______________________________________________________________________
 LY0720* NAD 83(1986) POSITION- 41 15 35.37   (N) 074 37 47.68   (W)   HD_HELD1
 LY0720* NAVD 88 ORTHO HEIGHT -   169.057 (meters)      554.65  (feet) ADJUSTED
 LY0720  ______________________________________________________________________
 LY0720  GEOID HEIGHT    -        -32.340 (meters)                     GEOID18
 LY0720  DYNAMIC HEIGHT  -        168.986 (meters)      554.41  (feet) COMP
 LY0720  MODELED GRAVITY -    980,201.7   (mgal)                       NAVD 88
 LY0720
 LY0720  VERT ORDER      -  FIRST     CLASS II
 LY0720
 LY0720.The horizontal coordinates were determined by differentially corrected
 LY0720.hand held GPS observations or other comparable positioning techniques
 LY0720.and have an estimated accuracy of +/- 3 meters.
 LY0720
 LY0720.The orthometric height was determined by differential leveling and
 LY0720.adjusted by the NATIONAL GEODETIC SURVEY
 LY0720.in June 1991.
 LY0720
 LY0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0720.GEOID18 height accuracy estimate available here.
 LY0720
 LY0720.Click photographs - Photos may exist for this station.
 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       -   269,408.1     139,114.0     MT  (+/- 3 meters HH1 GPS) 
 LY0720
 LY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3100267666(NAD 83)
 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
 LY0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0720.See file dsdata.pdf to determine how the superseded data were derived.
 LY0720
 LY0720_MARKER: DB = BENCH MARK DISK
 LY0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0720_STAMPING: 555.258 B 14 1933
 LY0720_MARK LOGO: CGS
 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 - May 02, 2018
 LY0720
 LY0720  HISTORY     - Date     Condition        Report By
 LY0720  HISTORY     - 1933     MONUMENTED       CGS
 LY0720  HISTORY     - 1942     GOOD             CGS
 LY0720  HISTORY     - 20050101 GOOD             GEOCAC
 LY0720  HISTORY     - 20120904 GOOD             AEROME
 LY0720  HISTORY     - 20180502 GOOD             NJGS
 LY0720
 LY0720                          STATION DESCRIPTION
 LY0720
 LY0720'DESCRIBED BY COAST AND 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.
 LY0720
 LY0720                          STATION RECOVERY (2012)
 LY0720
 LY0720'RECOVERY NOTE BY AERO METRIC INC 2012 (MB)
 LY0720'RECOVERED IN GOOD CONDITION.
 LY0720
 LY0720                          STATION RECOVERY (2018)
 LY0720
 LY0720'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 LY0720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1266 ***********************************************************************
 KV1266  DESIGNATION -  B 15
 KV1266  PID         -  KV1266
 KV1266  STATE/COUNTY-  NJ/SUSSEX
 KV1266  COUNTRY     -  US
 KV1266  USGS QUAD   -  STANHOPE (2016)
 KV1266
 KV1266                         *CURRENT SURVEY CONTROL
 KV1266  ______________________________________________________________________
 KV1266* NAD 83(1986) POSITION- 40 57 17.4    (N) 074 44 11.9    (W)   HD_HELD2
 KV1266* NAVD 88 ORTHO HEIGHT -   237.700 (meters)      779.85  (feet) ADJUSTED
 KV1266  ______________________________________________________________________
 KV1266  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 KV1266  DYNAMIC HEIGHT  -        237.593 (meters)      779.50  (feet) COMP
 KV1266  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 KV1266
 KV1266  VERT ORDER      -  SECOND    CLASS 0
 KV1266
 KV1266.The horizontal coordinates were established by autonomous hand held GPS
 KV1266.observations and have an estimated accuracy of +/- 10 meters.
 KV1266
 KV1266.The orthometric height was determined by differential leveling and
 KV1266.adjusted by the NATIONAL GEODETIC SURVEY
 KV1266.in June 1991.
 KV1266
 KV1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1266.GEOID18 height accuracy estimate available here.
 KV1266
 KV1266.Click photographs - Photos may exist for this station.
 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       -   235,559.      130,079.      MT  (+/- 10 meters HH2 GPS)
 KV1266
 KV1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2216433776(NAD 83)
 KV1266
 KV1266                          SUPERSEDED SURVEY CONTROL
 KV1266
 KV1266  NGVD 29 (11/26/84)  237.915  (m)          780.56   (f) ADJUSTED    2 0
 KV1266
 KV1266.Superseded values are not recommended for survey control.
 KV1266
 KV1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1266.See file dsdata.pdf to determine how the superseded data were derived.
 KV1266
 KV1266_MARKER: DB = BENCH MARK DISK
 KV1266_SETTING: 66 = SET IN ROCK OUTCROP
 KV1266_STAMPING: B 15 1933
 KV1266_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1519 ***********************************************************************
 KV1519  DESIGNATION -  B 16
 KV1519  PID         -  KV1519
 KV1519  STATE/COUNTY-  NJ/WARREN
 KV1519  COUNTRY     -  US
 KV1519  USGS QUAD   -  EASTON (2019)
 KV1519
 KV1519                         *CURRENT SURVEY CONTROL
 KV1519  ______________________________________________________________________
 KV1519* NAD 83(1986) POSITION- 40 40 17.     (N) 075 09 31.     (W)   SCALED
 KV1519* NAVD 88 ORTHO HEIGHT -    83.140 (meters)      272.77  (feet) ADJUSTED
 KV1519  ______________________________________________________________________
 KV1519  GEOID HEIGHT    -        -34.042 (meters)                     GEOID18
 KV1519  DYNAMIC HEIGHT  -         83.101 (meters)      272.64  (feet) COMP
 KV1519  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 KV1519
 KV1519  VERT ORDER      -  FIRST     CLASS II
 KV1519
 KV1519.The horizontal coordinates were scaled from a map and have
 KV1519.an estimated accuracy of +/- 6 seconds.
 KV1519
 KV1519.The orthometric height was determined by differential leveling and
 KV1519.adjusted by the NATIONAL GEODETIC SURVEY
 KV1519.in June 1991.
 KV1519
 KV1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1519.GEOID18 height accuracy estimate available here.
 KV1519
 KV1519.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL865022(NAD 83)
 KV1519
 KV1519                          SUPERSEDED SURVEY CONTROL
 KV1519
 KV1519  NGVD 29 (01/10/92)   83.362  (m)          273.50   (f) ADJUSTED    1 2
 KV1519  NGVD 29 (??/??/87)   83.348  (m)          273.45   (f) SUPERSEDED  1 2
 KV1519
 KV1519.Superseded values are not recommended for survey control.
 KV1519
 KV1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1519.See file dsdata.pdf to determine how the superseded data were derived.
 KV1519
 KV1519_MARKER: DB = BENCH MARK DISK
 KV1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1519_SP_SET: BRIDGE
 KV1519_STAMPING: B 16 1933
 KV1519_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KU0821 ***********************************************************************
 KU0821  DESIGNATION -  B 17
 KU0821  PID         -  KU0821
 KU0821  STATE/COUNTY-  NJ/MONMOUTH
 KU0821  COUNTRY     -  US
 KU0821  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0821
 KU0821                         *CURRENT SURVEY CONTROL
 KU0821  ______________________________________________________________________
 KU0821* NAD 83(1986) POSITION- 40 26 51.     (N) 073 59 17.     (W)   SCALED
 KU0821* NAVD 88 ORTHO HEIGHT -     5.474 (meters)       17.96  (feet) ADJUSTED
 KU0821  ______________________________________________________________________
 KU0821  GEOID HEIGHT    -        -32.503 (meters)                     GEOID18
 KU0821  DYNAMIC HEIGHT  -          5.471 (meters)       17.95  (feet) COMP
 KU0821  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 KU0821
 KU0821  VERT ORDER      -  FIRST     CLASS II
 KU0821
 KU0821.The horizontal coordinates were scaled from a map and have
 KU0821.an estimated accuracy of +/- 6 seconds.
 KU0821
 KU0821.The orthometric height was determined by differential leveling and
 KU0821.adjusted by the NATIONAL GEODETIC SURVEY
 KU0821.in June 1991.
 KU0821
 KU0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0821.GEOID18 height accuracy estimate available here.
 KU0821
 KU0821.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK858779(NAD 83)
 KU0821
 KU0821                          SUPERSEDED SURVEY CONTROL
 KU0821
 KU0821  NGVD 29 (??/??/92)    5.830  (m)           19.13   (f) SUPERSEDED  1 2
 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
 KU0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0821.See file dsdata.pdf to determine how the superseded data were derived.
 KU0821
 KU0821_MARKER: DB = BENCH MARK DISK
 KU0821_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU0821_SP_SET: SIDEWALK
 KU0821_STAMPING: B 17 1940
 KU0821_MARK LOGO: CGS
 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             CGS
 KU0821  HISTORY     - 19920701 MARK NOT FOUND   USPSQD
 KU0821  HISTORY     - 19950622 MARK NOT FOUND   NJGS
 KU0821
 KU0821                          STATION DESCRIPTION
 KU0821
 KU0821'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV1092 ***********************************************************************
 KV1092  DESIGNATION -  B 18
 KV1092  PID         -  KV1092
 KV1092  STATE/COUNTY-  NJ/MERCER
 KV1092  COUNTRY     -  US
 KV1092  USGS QUAD   -  PENNINGTON (2019)
 KV1092
 KV1092                         *CURRENT SURVEY CONTROL
 KV1092  ______________________________________________________________________
 KV1092* NAD 83(1986) POSITION- 40 15 56.     (N) 074 50 54.     (W)   SCALED
 KV1092* NAVD 88 ORTHO HEIGHT -    18.181 (meters)       59.65  (feet) ADJUSTED
 KV1092  ______________________________________________________________________
 KV1092  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 KV1092  DYNAMIC HEIGHT  -         18.172 (meters)       59.62  (feet) COMP
 KV1092  MODELED GRAVITY -    980,158.4   (mgal)                       NAVD 88
 KV1092
 KV1092  VERT ORDER      -  FIRST     CLASS I
 KV1092
 KV1092.The horizontal coordinates were scaled from a map and have
 KV1092.an estimated accuracy of +/- 6 seconds.
 KV1092
 KV1092.The orthometric height was determined by differential leveling and
 KV1092.adjusted by the NATIONAL GEODETIC SURVEY
 KV1092.in June 1991.
 KV1092
 KV1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1092.GEOID18 height accuracy estimate available here.
 KV1092
 KV1092.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK128572(NAD 83)
 KV1092
 KV1092                          SUPERSEDED SURVEY CONTROL
 KV1092
 KV1092  NGVD 29 (01/10/92)   18.480  (m)           60.63   (f) ADJUSTED    1 1
 KV1092  NGVD 29 (??/??/87)   18.468  (m)           60.59   (f) SUPERSEDED  1 1
 KV1092
 KV1092.Superseded values are not recommended for survey control.
 KV1092
 KV1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1092.See file dsdata.pdf to determine how the superseded data were derived.
 KV1092
 KV1092_MARKER: DB = BENCH MARK DISK
 KV1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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  HISTORY     - 20200610 MARK NOT FOUND   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.
 KV1092
 KV1092                          STATION RECOVERY (2020)
 KV1092
 KV1092'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 KV1092'THIS MARK WAS LOOKED FOR BUT WAS NOT RECOVERED, BELIEVED TO BE
 KV1092'DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1056 ***********************************************************************
 KV1056  DESIGNATION -  B 19
 KV1056  PID         -  KV1056
 KV1056  STATE/COUNTY-  NJ/HUNTERDON
 KV1056  COUNTRY     -  US
 KV1056  USGS QUAD   -  STOCKTON (2019)
 KV1056
 KV1056                         *CURRENT SURVEY CONTROL
 KV1056  ______________________________________________________________________
 KV1056* NAD 83(1986) POSITION- 40 23 51.     (N) 074 55 43.     (W)   SCALED
 KV1056* NAVD 88 ORTHO HEIGHT -    36.098 (meters)      118.43  (feet) ADJUSTED
 KV1056  ______________________________________________________________________
 KV1056  GEOID HEIGHT    -        -33.918 (meters)                     GEOID18
 KV1056  DYNAMIC HEIGHT  -         36.080 (meters)      118.37  (feet) COMP
 KV1056  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 KV1056
 KV1056  VERT ORDER      -  FIRST     CLASS I
 KV1056
 KV1056.The horizontal coordinates were scaled from a map and have
 KV1056.an estimated accuracy of +/- 6 seconds.
 KV1056
 KV1056.The orthometric height was determined by differential leveling and
 KV1056.adjusted by the NATIONAL GEODETIC SURVEY
 KV1056.in June 1991.
 KV1056
 KV1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1056.GEOID18 height accuracy estimate available here.
 KV1056
 KV1056.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK060718(NAD 83)
 KV1056
 KV1056                          SUPERSEDED SURVEY CONTROL
 KV1056
 KV1056  NGVD 29 (01/10/92)   36.371  (m)          119.33   (f) ADJUSTED    1 1
 KV1056  NGVD 29 (??/??/87)   36.349  (m)          119.26   (f) SUPERSEDED  1 1
 KV1056
 KV1056.Superseded values are not recommended for survey control.
 KV1056
 KV1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1056.See file dsdata.pdf to determine how the superseded data were derived.
 KV1056
 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 = JULY 24, 2026 22:12:30 EDT
 KV0942 ***********************************************************************
 KV0942  DESIGNATION -  B 2
 KV0942  PID         -  KV0942
 KV0942  STATE/COUNTY-  NJ/MIDDLESEX
 KV0942  COUNTRY     -  US
 KV0942  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0942
 KV0942                         *CURRENT SURVEY CONTROL
 KV0942  ______________________________________________________________________
 KV0942* NAD 83(1986) POSITION- 40 27 04.     (N) 074 18 56.     (W)   SCALED
 KV0942* NAVD 88 ORTHO HEIGHT -    28.000 (meters)       91.86  (feet) POSTED
 KV0942  ______________________________________________________________________
 KV0942  GEOID HEIGHT    -        -32.538 (meters)                     GEOID18
 KV0942  DYNAMIC HEIGHT  -         27.99  (meters)       91.8   (feet) COMP
 KV0942  MODELED GRAVITY -    980,210.9   (mgal)                       NAVD 88
 KV0942
 KV0942  VERT ORDER      -  * POSTED, SEE BELOW
 KV0942
 KV0942.The horizontal coordinates were scaled from a 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
 KV0942.* This is a POSTED BENCH MARK height.
 KV0942
 KV0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0942.GEOID18 height accuracy estimate available here.
 KV0942
 KV0942.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK580780(NAD 83)
 KV0942
 KV0942                          SUPERSEDED SURVEY CONTROL
 KV0942
 KV0942  NGVD 29 (11/26/84)   28.363  (m)           93.05   (f) ADJUSTED    1 2
 KV0942
 KV0942.Superseded values are not recommended for survey control.
 KV0942
 KV0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0942.See file dsdata.pdf to determine how the superseded data were derived.
 KV0942
 KV0942_MARKER: DB = BENCH MARK DISK
 KV0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0942_STAMPING: 93.084 B 2 1924
 KV0942_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV4414 ***********************************************************************
 KV4414  DESIGNATION -  B 2
 KV4414  PID         -  KV4414
 KV4414  STATE/COUNTY-  NJ/HUDSON
 KV4414  COUNTRY     -  US
 KV4414  USGS QUAD   -  JERSEY CITY (2019)
 KV4414
 KV4414                         *CURRENT SURVEY CONTROL
 KV4414  ______________________________________________________________________
 KV4414* NAD 83(1996) POSITION- 40 40 29.97928(N) 074 07 16.02949(W)   ADJUSTED
 KV4414* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV4414  ______________________________________________________________________
 KV4414  GEOID HEIGHT    -        -32.181 (meters)                     GEOID18
 KV4414  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4414.GEOID18 height accuracy estimate available here.
 KV4414
 KV4414.Click photographs - Photos may exist for this station.
 KV4414
 KV4414.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4414
 KV4414. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000432  x   0.99991262  =   0.99991694
 KV4414!SPC NY L     -   1.00000432  x   0.99999955  =   1.00000387
 KV4414!UTM  18      -   1.00000432  x   0.99966791  =   0.99967223
 KV4414
 KV4414:                Primary Azimuth Mark                     Grid Az
 KV4414:SPC NJ       -  ELIZABETH EAST SPIRE                     245 03 24.3
 KV4414:SPC NY L     -  ELIZABETH EAST SPIRE                     245 22 58.5
 KV4414:UTM  18      -  ELIZABETH EAST SPIRE                     244 43 51.0
 KV4414
 KV4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7427703050(NAD 83)
 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  USSD        -  40 40 29.98400(N)    074 07 17.41500(W) AD(       ) 3
 KV4414
 KV4414.Superseded values are not recommended for survey control.
 KV4414
 KV4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4414.See file dsdata.pdf to determine how the superseded data were derived.
 KV4414
 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 = JULY 24, 2026 22:12:30 EDT
 KV0636 ***********************************************************************
 KV0636  DESIGNATION -  B 20
 KV0636  PID         -  KV0636
 KV0636  STATE/COUNTY-  NJ/MORRIS
 KV0636  COUNTRY     -  US
 KV0636  USGS QUAD   -  MORRISTOWN (2016)
 KV0636
 KV0636                         *CURRENT SURVEY CONTROL
 KV0636  ______________________________________________________________________
 KV0636* NAD 83(1986) POSITION- 40 47 58.8    (N) 074 28 33.3    (W)   HD_HELD2
 KV0636* NAVD 88 ORTHO HEIGHT -    99.462 (meters)      326.32  (feet) ADJUSTED
 KV0636  ______________________________________________________________________
 KV0636  GEOID HEIGHT    -        -32.838 (meters)                     GEOID18
 KV0636  DYNAMIC HEIGHT  -         99.419 (meters)      326.18  (feet) COMP
 KV0636  MODELED GRAVITY -    980,187.1   (mgal)                       NAVD 88
 KV0636
 KV0636  VERT ORDER      -  SECOND    CLASS II
 KV0636
 KV0636.The horizontal coordinates were established by autonomous hand held GPS
 KV0636.observations and have an estimated accuracy of +/- 10 meters.
 KV0636
 KV0636.The orthometric height was determined by differential leveling and
 KV0636.adjusted by the NATIONAL GEODETIC SURVEY
 KV0636.in June 1991.
 KV0636
 KV0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0636.GEOID18 height accuracy estimate available here.
 KV0636
 KV0636.Click photographs - Photos may exist for this station.
 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       -   218,303.      152,032.      MT  (+/- 10 meters HH2 GPS)
 KV0636
 KV0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4420916650(NAD 83)
 KV0636
 KV0636                          SUPERSEDED SURVEY CONTROL
 KV0636
 KV0636  NGVD 29 (11/26/84)   99.740  (m)          327.23   (f) ADJUSTED    2 0
 KV0636
 KV0636.Superseded values are not recommended for survey control.
 KV0636
 KV0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0636.See file dsdata.pdf to determine how the superseded data were derived.
 KV0636
 KV0636_MARKER: DB = BENCH MARK DISK
 KV0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0636_SP_SET: BRIDGE
 KV0636_STAMPING: B 20 1935
 KV0636_MARK LOGO: CGS
 KV0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0636+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2012
 KV0636
 KV0636  HISTORY     - Date     Condition        Report By
 KV0636  HISTORY     - 1935     MONUMENTED       CGS
 KV0636  HISTORY     - 20070903 GOOD             GEOCAC
 KV0636  HISTORY     - 20120310 GOOD             NJGS
 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.
 KV0636
 KV0636                          STATION RECOVERY (2007)
 KV0636
 KV0636'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0636'IN NORTHWEST CORNER OF NJ TRANSIT RAILROAD BRIDGE OVER WHIPPANY RIVER,
 KV0636'ON NEW JERSEY TRANSIT MORRIS AND ESSEX LINES.  CONDITION GOOD, THOUGH
 KV0636'SOMEONE HAS TRIED TO PRY THE DISK OUT.
 KV0636
 KV0636                          STATION RECOVERY (2012)
 KV0636
 KV0636'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0636'RECOVERED IN GOOD CONDITION.
 KV0636'
 KV0636'NOTE-THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 KV0636'MENDHAM, 6.3 MI (10.1 KM) NORTHWEST OF CHATHAM AND IN THE TOWN OF
 KV0636'MORRISTOWN, NJ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1614 ***********************************************************************
 KV1614  DESIGNATION -  B 22
 KV1614  PID         -  KV1614
 KV1614  STATE/COUNTY-  NJ/WARREN
 KV1614  COUNTRY     -  US
 KV1614  USGS QUAD   -  BELVIDERE (2019)
 KV1614
 KV1614                         *CURRENT SURVEY CONTROL
 KV1614  ______________________________________________________________________
 KV1614* NAD 83(1986) POSITION- 40 45 30.63   (N) 075 00 07.99   (W)   HD_HELD1
 KV1614* NAVD 88 ORTHO HEIGHT -   128.723 (meters)      422.32  (feet) ADJUSTED
 KV1614  ______________________________________________________________________
 KV1614  GEOID HEIGHT    -        -33.582 (meters)                     GEOID18
 KV1614  DYNAMIC HEIGHT  -        128.663 (meters)      422.12  (feet) COMP
 KV1614  MODELED GRAVITY -    980,157.9   (mgal)                       NAVD 88
 KV1614
 KV1614  VERT ORDER      -  SECOND    CLASS 0
 KV1614
 KV1614.The horizontal coordinates were determined by differentially corrected
 KV1614.hand held GPS observations or other comparable positioning techniques
 KV1614.and have an estimated accuracy of +/- 3 meters.
 KV1614
 KV1614.The orthometric height was determined by differential leveling and
 KV1614.adjusted by the NATIONAL GEODETIC SURVEY
 KV1614.in June 1991.
 KV1614
 KV1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1614.GEOID18 height accuracy estimate available here.
 KV1614
 KV1614.Click photographs - Photos may exist for this station.
 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       -   213,853.5     107,596.0     MT  (+/- 3 meters HH1 GPS) 
 KV1614
 KV1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9981211949(NAD 83)
 KV1614
 KV1614                          SUPERSEDED SURVEY CONTROL
 KV1614
 KV1614  NGVD 29 (11/26/84)  128.946  (m)          423.05   (f) ADJUSTED    2 0
 KV1614
 KV1614.Superseded values are not recommended for survey control.
 KV1614
 KV1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1614.See file dsdata.pdf to determine how the superseded data were derived.
 KV1614
 KV1614_MARKER: DB = BENCH MARK DISK
 KV1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1614_STAMPING: B 22 1942
 KV1614_MARK LOGO: CGS
 KV1614_PROJECTION: FLUSH
 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 - April 08, 2025
 KV1614
 KV1614  HISTORY     - Date     Condition        Report By
 KV1614  HISTORY     - 1942     MONUMENTED       CGS
 KV1614  HISTORY     - 1985     GOOD             NJGS
 KV1614  HISTORY     - 19950119 GOOD             NJGS
 KV1614  HISTORY     - 20180420 GOOD             NJGS
 KV1614  HISTORY     - 20221201 GOOD             AAAS
 KV1614  HISTORY     - 20250408 GOOD             AAAS
 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.
 KV1614
 KV1614                          STATION RECOVERY (2018)
 KV1614
 KV1614'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 KV1614'RECOVERED IN GOOD CONDITION.
 KV1614
 KV1614                          STATION RECOVERY (2022)
 KV1614
 KV1614'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV1614'RECOVERED IN GOOD CONDITION.
 KV1614
 KV1614                          STATION RECOVERY (2025)
 KV1614
 KV1614'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV1614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1588 ***********************************************************************
 KV1588  DESIGNATION -  B 23
 KV1588  PID         -  KV1588
 KV1588  STATE/COUNTY-  NJ/WARREN
 KV1588  COUNTRY     -  US
 KV1588  USGS QUAD   -  BELVIDERE (2019)
 KV1588
 KV1588                         *CURRENT SURVEY CONTROL
 KV1588  ______________________________________________________________________
 KV1588* NAD 83(1986) POSITION- 40 47 30.     (N) 075 05 08.     (W)   SCALED
 KV1588* NAVD 88 ORTHO HEIGHT -   101.278 (meters)      332.28  (feet) ADJUSTED
 KV1588  ______________________________________________________________________
 KV1588  GEOID HEIGHT    -        -33.645 (meters)                     GEOID18
 KV1588  DYNAMIC HEIGHT  -        101.232 (meters)      332.13  (feet) COMP
 KV1588  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 KV1588
 KV1588  VERT ORDER      -  SECOND    CLASS 0
 KV1588
 KV1588.The horizontal coordinates were scaled from a map and have
 KV1588.an estimated accuracy of +/- 6 seconds.
 KV1588
 KV1588.The orthometric height was determined by differential leveling and
 KV1588.adjusted by the NATIONAL GEODETIC SURVEY
 KV1588.in June 1991.
 KV1588
 KV1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1588.GEOID18 height accuracy estimate available here.
 KV1588
 KV1588.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL927156(NAD 83)
 KV1588
 KV1588                          SUPERSEDED SURVEY CONTROL
 KV1588
 KV1588  NGVD 29 (11/26/84)  101.492  (m)          332.98   (f) ADJUSTED    2 0
 KV1588
 KV1588.Superseded values are not recommended for survey control.
 KV1588
 KV1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1588.See file dsdata.pdf to determine how the superseded data were derived.
 KV1588
 KV1588_MARKER: DB = BENCH MARK DISK
 KV1588_STAMPING: B 23 1942
 KV1588_MARK LOGO: CGS
 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  HISTORY     - 20111019 MARK NOT FOUND   NJGS
 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.
 KV1588
 KV1588                          STATION RECOVERY (2011)
 KV1588
 KV1588'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV1588'THE STATION WAS NOT RECOVERED.  INADEQUATE TIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1311 ***********************************************************************
 KV1311  DESIGNATION -  B 25
 KV1311  PID         -  KV1311
 KV1311  STATE/COUNTY-  NJ/SOMERSET
 KV1311  COUNTRY     -  US
 KV1311  USGS QUAD   -  GLADSTONE (2019)
 KV1311
 KV1311                         *CURRENT SURVEY CONTROL
 KV1311  ______________________________________________________________________
 KV1311* NAD 83(1986) POSITION- 40 39 55.     (N) 074 38 40.     (W)   SCALED
 KV1311* NAVD 88 ORTHO HEIGHT -    37.313 (meters)      122.42  (feet) ADJUSTED
 KV1311  ______________________________________________________________________
 KV1311  GEOID HEIGHT    -        -33.277 (meters)                     GEOID18
 KV1311  DYNAMIC HEIGHT  -         37.296 (meters)      122.36  (feet) COMP
 KV1311  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 KV1311
 KV1311  VERT ORDER      -  SECOND    CLASS 0
 KV1311
 KV1311.The horizontal coordinates were scaled from a map and have
 KV1311.an estimated accuracy of +/- 6 seconds.
 KV1311
 KV1311.The orthometric height was determined by differential leveling and
 KV1311.adjusted by the NATIONAL GEODETIC SURVEY
 KV1311.in June 1991.
 KV1311
 KV1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1311.GEOID18 height accuracy estimate available here.
 KV1311
 KV1311.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL300016(NAD 83)
 KV1311
 KV1311                          SUPERSEDED SURVEY CONTROL
 KV1311
 KV1311  NGVD 29 (11/26/84)   37.578  (m)          123.29   (f) ADJUSTED    2 0
 KV1311
 KV1311.Superseded values are not recommended for survey control.
 KV1311
 KV1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1311.See file dsdata.pdf to determine how the superseded data were derived.
 KV1311
 KV1311_MARKER: DB = BENCH MARK DISK
 KV1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1311_STAMPING: B 25 1942
 KV1311_MARK LOGO: CGS
 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  HISTORY     - 20200714 MARK NOT FOUND   NJGS
 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.
 KV1311
 KV1311                          STATION RECOVERY (2020)
 KV1311
 KV1311'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV1311'AREA HAS BEEN COMPLETELY REDESIGNED AND TIES ARE CONSIDERED NO LONGER
 KV1311'USABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1187 ***********************************************************************
 KV1187  DESIGNATION -  B 26
 KV1187  PID         -  KV1187
 KV1187  STATE/COUNTY-  NJ/SOMERSET
 KV1187  COUNTRY     -  US
 KV1187  USGS QUAD   -  RARITAN (2019)
 KV1187
 KV1187                         *CURRENT SURVEY CONTROL
 KV1187  ______________________________________________________________________
 KV1187* NAD 83(1986) POSITION- 40 35 51.     (N) 074 41 37.     (W)   SCALED
 KV1187* NAVD 88 ORTHO HEIGHT -    34.139 (meters)      112.00  (feet) ADJUSTED
 KV1187  ______________________________________________________________________
 KV1187  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 KV1187  DYNAMIC HEIGHT  -         34.124 (meters)      111.96  (feet) COMP
 KV1187  MODELED GRAVITY -    980,178.1   (mgal)                       NAVD 88
 KV1187
 KV1187  VERT ORDER      -  FIRST     CLASS II
 KV1187
 KV1187.The horizontal coordinates were scaled from a map and have
 KV1187.an estimated accuracy of +/- 6 seconds.
 KV1187
 KV1187.The orthometric height was determined by differential leveling and
 KV1187.adjusted by the NATIONAL GEODETIC SURVEY
 KV1187.in June 1991.
 KV1187
 KV1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1187.GEOID18 height accuracy estimate available here.
 KV1187
 KV1187.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK259941(NAD 83)
 KV1187
 KV1187                          SUPERSEDED SURVEY CONTROL
 KV1187
 KV1187  NGVD 29 (11/26/84)   34.404  (m)          112.87   (f) ADJUSTED    1 2
 KV1187
 KV1187.Superseded values are not recommended for survey control.
 KV1187
 KV1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1187.See file dsdata.pdf to determine how the superseded data were derived.
 KV1187
 KV1187_MARKER: DB = BENCH MARK DISK
 KV1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1187_STAMPING: B 26 1942
 KV1187_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1364 ***********************************************************************
 KV1364  DESIGNATION -  B 27
 KV1364  PID         -  KV1364
 KV1364  STATE/COUNTY-  NJ/HUNTERDON
 KV1364  COUNTRY     -  US
 KV1364  USGS QUAD   -  HIGH BRIDGE (2016)
 KV1364
 KV1364                         *CURRENT SURVEY CONTROL
 KV1364  ______________________________________________________________________
 KV1364* NAD 83(1986) POSITION- 40 37 35.     (N) 074 55 35.     (W)   SCALED
 KV1364* NAVD 88 ORTHO HEIGHT -   100.124 (meters)      328.49  (feet) ADJUSTED
 KV1364  ______________________________________________________________________
 KV1364  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 KV1364  DYNAMIC HEIGHT  -        100.078 (meters)      328.34  (feet) COMP
 KV1364  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 KV1364
 KV1364  VERT ORDER      -  SECOND    CLASS 0
 KV1364
 KV1364.The horizontal coordinates were scaled from a map and have
 KV1364.an estimated accuracy of +/- 6 seconds.
 KV1364
 KV1364.The orthometric height was determined by differential leveling and
 KV1364.adjusted by the NATIONAL GEODETIC SURVEY
 KV1364.in June 1991.
 KV1364
 KV1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1364.GEOID18 height accuracy estimate available here.
 KV1364
 KV1364.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK062972(NAD 83)
 KV1364
 KV1364                          SUPERSEDED SURVEY CONTROL
 KV1364
 KV1364  NGVD 29 (11/26/84)  100.374  (m)          329.31   (f) ADJUSTED    2 0
 KV1364
 KV1364.Superseded values are not recommended for survey control.
 KV1364
 KV1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1364.See file dsdata.pdf to determine how the superseded data were derived.
 KV1364
 KV1364_MARKER: DB = BENCH MARK DISK
 KV1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1364_STAMPING: B 27 1942
 KV1364_MARK LOGO: NJGS
 KV1364_PROJECTION: PROJECTING 8 CENTIMETERS
 KV1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1364+STABILITY: SURFACE MOTION
 KV1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1364+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2021
 KV1364
 KV1364  HISTORY     - Date     Condition        Report By
 KV1364  HISTORY     - 1942     MONUMENTED       CGS
 KV1364  HISTORY     - 20030821 POOR             INDIV
 KV1364  HISTORY     - 20210921 GOOD             NJGS
 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'
 KV1364
 KV1364                          STATION RECOVERY (2021)
 KV1364
 KV1364'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 KV1364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1689 ***********************************************************************
 KV1689  DESIGNATION -  B 29
 KV1689  PID         -  KV1689
 KV1689  STATE/COUNTY-  NJ/HUNTERDON
 KV1689  COUNTRY     -  US
 KV1689  USGS QUAD   -  FRENCHTOWN (2019)
 KV1689
 KV1689                         *CURRENT SURVEY CONTROL
 KV1689  ______________________________________________________________________
 KV1689* NAD 83(1986) POSITION- 40 37 14.     (N) 075 00 58.     (W)   SCALED
 KV1689* NAVD 88 ORTHO HEIGHT -   271.759 (meters)      891.60  (feet) ADJUSTED
 KV1689  ______________________________________________________________________
 KV1689  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 KV1689  DYNAMIC HEIGHT  -        271.625 (meters)      891.16  (feet) COMP
 KV1689  MODELED GRAVITY -    980,126.1   (mgal)                       NAVD 88
 KV1689
 KV1689  VERT ORDER      -  SECOND    CLASS 0
 KV1689
 KV1689.The horizontal coordinates were scaled from a map and have
 KV1689.an estimated accuracy of +/- 6 seconds.
 KV1689
 KV1689.The orthometric height was determined by differential leveling and
 KV1689.adjusted by the NATIONAL GEODETIC SURVEY
 KV1689.in June 1991.
 KV1689
 KV1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1689.GEOID18 height accuracy estimate available here.
 KV1689
 KV1689.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK986966(NAD 83)
 KV1689
 KV1689                          SUPERSEDED SURVEY CONTROL
 KV1689
 KV1689  NGVD 29 (11/26/84)  271.992  (m)          892.36   (f) ADJUSTED    2 0
 KV1689
 KV1689.Superseded values are not recommended for survey control.
 KV1689
 KV1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1689.See file dsdata.pdf to determine how the superseded data were derived.
 KV1689
 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 = JULY 24, 2026 22:12:30 EDT
 KV1339 ***********************************************************************
 KV1339  DESIGNATION -  B 30
 KV1339  PID         -  KV1339
 KV1339  STATE/COUNTY-  NJ/HUNTERDON
 KV1339  COUNTRY     -  US
 KV1339  USGS QUAD   -  CALIFON (2019)
 KV1339
 KV1339                         *CURRENT SURVEY CONTROL
 KV1339  ______________________________________________________________________
 KV1339* NAD 83(1986) POSITION- 40 43 29.6    (N) 074 45 12.3    (W)   HD_HELD2
 KV1339* NAVD 88 ORTHO HEIGHT -   165.357 (meters)      542.51  (feet) ADJUSTED
 KV1339  ______________________________________________________________________
 KV1339  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 KV1339  DYNAMIC HEIGHT  -        165.281 (meters)      542.26  (feet) COMP
 KV1339  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 KV1339
 KV1339  VERT ORDER      -  SECOND    CLASS 0
 KV1339
 KV1339.The horizontal coordinates were established by autonomous hand held GPS
 KV1339.observations and have an estimated accuracy of +/- 10 meters.
 KV1339
 KV1339.The orthometric height was determined by differential leveling and
 KV1339.adjusted by the NATIONAL GEODETIC SURVEY
 KV1339.in June 1991.
 KV1339
 KV1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1339.GEOID18 height accuracy estimate available here.
 KV1339
 KV1339.Click photographs - Photos may exist for this station.
 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       -   210,030.      128,592.      MT  (+/- 10 meters HH2 GPS)
 KV1339
 KV1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2082408247(NAD 83)
 KV1339
 KV1339                          SUPERSEDED SURVEY CONTROL
 KV1339
 KV1339  NGVD 29 (11/26/84)  165.595  (m)          543.29   (f) ADJUSTED    2 0
 KV1339
 KV1339.Superseded values are not recommended for survey control.
 KV1339
 KV1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1339.See file dsdata.pdf to determine how the superseded data were derived.
 KV1339
 KV1339_MARKER: DB = BENCH MARK DISK
 KV1339_SETTING: 80 = SET IN A BOULDER
 KV1339_STAMPING: B 30 1942
 KV1339_MARK LOGO: CGS
 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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0845 ***********************************************************************
 LY0845  DESIGNATION -  B 31
 LY0845  PID         -  LY0845
 LY0845  STATE/COUNTY-  NJ/SUSSEX
 LY0845  COUNTRY     -  US
 LY0845  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0845
 LY0845                         *CURRENT SURVEY CONTROL
 LY0845  ______________________________________________________________________
 LY0845* NAD 83(1986) POSITION- 41 16 13.9    (N) 074 37 36.6    (W)   HD_HELD2
 LY0845* NAVD 88 ORTHO HEIGHT -   162.719 (meters)      533.85  (feet) ADJUSTED
 LY0845  ______________________________________________________________________
 LY0845  GEOID HEIGHT    -        -32.320 (meters)                     GEOID18
 LY0845  DYNAMIC HEIGHT  -        162.650 (meters)      533.63  (feet) COMP
 LY0845  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 LY0845
 LY0845  VERT ORDER      -  SECOND    CLASS 0
 LY0845
 LY0845.The horizontal coordinates were established by autonomous hand held GPS
 LY0845.observations and have an estimated accuracy of +/- 10 meters.
 LY0845
 LY0845.The orthometric height was determined by differential leveling and
 LY0845.adjusted by the NATIONAL GEODETIC SURVEY
 LY0845.in June 1991.
 LY0845
 LY0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0845.GEOID18 height accuracy estimate available here.
 LY0845
 LY0845.Click photographs - Photos may exist for this station.
 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       -   270,596.      139,374.      MT  (+/- 10 meters HH2 GPS)
 LY0845
 LY0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3125568856(NAD 83)
 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
 LY0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0845.See file dsdata.pdf to determine how the superseded data were derived.
 LY0845
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0490 ***********************************************************************
 LY0490  DESIGNATION -  B 32
 LY0490  PID         -  LY0490
 LY0490  STATE/COUNTY-  NJ/SUSSEX
 LY0490  COUNTRY     -  US
 LY0490  USGS QUAD   -  WAWAYANDA (2019)
 LY0490
 LY0490                         *CURRENT SURVEY CONTROL
 LY0490  ______________________________________________________________________
 LY0490* NAD 83(1986) POSITION- 41 09 56.7    (N) 074 25 57.0    (W)   HD_HELD2
 LY0490* NAVD 88 ORTHO HEIGHT -   386.693 (meters)     1268.68  (feet) ADJUSTED
 LY0490  ______________________________________________________________________
 LY0490  GEOID HEIGHT    -        -32.191 (meters)                     GEOID18
 LY0490  DYNAMIC HEIGHT  -        386.516 (meters)     1268.09  (feet) COMP
 LY0490  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 LY0490
 LY0490  VERT ORDER      -  SECOND    CLASS 0
 LY0490
 LY0490.The horizontal coordinates were established by autonomous hand held GPS
 LY0490.observations and have an estimated accuracy of +/- 10 meters.
 LY0490
 LY0490.The orthometric height was determined by differential leveling and
 LY0490.adjusted by the NATIONAL GEODETIC SURVEY
 LY0490.in June 1991.
 LY0490
 LY0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0490.GEOID18 height accuracy estimate available here.
 LY0490
 LY0490.Click photographs - Photos may exist for this station.
 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       -   258,955.      155,664.      MT  (+/- 10 meters HH2 GPS)
 LY0490
 LY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4760757312(NAD 83)
 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
 LY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0490.See file dsdata.pdf to determine how the superseded data were derived.
 LY0490
 LY0490_MARKER: DB = BENCH MARK DISK
 LY0490_SETTING: 66 = SET IN ROCK OUTCROP
 LY0490_STAMPING: B 32 1942
 LY0490_MARK LOGO: CGS
 LY0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0490+STABILITY: POSITION/ELEVATION WELL
 LY0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0490+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 LY0490
 LY0490  HISTORY     - Date     Condition        Report By
 LY0490  HISTORY     - 1942     MONUMENTED       CGS
 LY0490  HISTORY     - 1984     GOOD             USPSQD
 LY0490  HISTORY     - 20200611 GOOD             NJGS
 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.
 LY0490
 LY0490                          STATION RECOVERY (2020)
 LY0490
 LY0490'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 LY0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0833 ***********************************************************************
 LY0833  DESIGNATION -  B 34
 LY0833  PID         -  LY0833
 LY0833  STATE/COUNTY-  NJ/SUSSEX
 LY0833  COUNTRY     -  US
 LY0833  USGS QUAD   -  BRANCHVILLE (2019)
 LY0833
 LY0833                         *CURRENT SURVEY CONTROL
 LY0833  ______________________________________________________________________
 LY0833* NAD 83(1986) POSITION- 41 10 59.8    (N) 074 38 13.1    (W)   HD_HELD2
 LY0833* NAVD 88 ORTHO HEIGHT -   124.392 (meters)      408.11  (feet) ADJUSTED
 LY0833  ______________________________________________________________________
 LY0833  GEOID HEIGHT    -        -32.479 (meters)                     GEOID18
 LY0833  DYNAMIC HEIGHT  -        124.340 (meters)      407.94  (feet) COMP
 LY0833  MODELED GRAVITY -    980,204.9   (mgal)                       NAVD 88
 LY0833
 LY0833  VERT ORDER      -  SECOND    CLASS 0
 LY0833
 LY0833.The horizontal coordinates were established by autonomous hand held GPS
 LY0833.observations and have an estimated accuracy of +/- 10 meters.
 LY0833
 LY0833.The orthometric height was determined by differential leveling and
 LY0833.adjusted by the NATIONAL GEODETIC SURVEY
 LY0833.in June 1991.
 LY0833
 LY0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0833.GEOID18 height accuracy estimate available here.
 LY0833
 LY0833.Click photographs - Photos may exist for this station.
 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       -   260,909.      138,509.      MT  (+/- 10 meters HH2 GPS)
 LY0833
 LY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3044659166(NAD 83)
 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
 LY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0833.See file dsdata.pdf to determine how the superseded data were derived.
 LY0833
 LY0833_MARKER: DB = BENCH MARK DISK
 LY0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0833_SP_SET: BRIDGE
 LY0833_STAMPING: B 34 1942
 LY0833_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0791 ***********************************************************************
 LY0791  DESIGNATION -  B 35
 LY0791  PID         -  LY0791
 LY0791  STATE/COUNTY-  NJ/SUSSEX
 LY0791  COUNTRY     -  US
 LY0791  USGS QUAD   -  CULVERS GAP (2019)
 LY0791
 LY0791                         *CURRENT SURVEY CONTROL
 LY0791  ______________________________________________________________________
 LY0791* NAD 83(1986) POSITION- 41 12 55.88   (N) 074 49 13.99   (W)   HD_HELD1
 LY0791* NAVD 88 ORTHO HEIGHT -   166.425 (meters)      546.01  (feet) ADJUSTED
 LY0791  ______________________________________________________________________
 LY0791  GEOID HEIGHT    -        -32.513 (meters)                     GEOID18
 LY0791  DYNAMIC HEIGHT  -        166.354 (meters)      545.78  (feet) COMP
 LY0791  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 LY0791
 LY0791  VERT ORDER      -  SECOND    CLASS 0
 LY0791
 LY0791.The horizontal coordinates were determined by differentially corrected
 LY0791.hand held GPS observations or other comparable positioning techniques
 LY0791.and have an estimated accuracy of +/- 3 meters.
 LY0791
 LY0791.The orthometric height was determined by differential leveling and
 LY0791.adjusted by the NATIONAL GEODETIC SURVEY
 LY0791.in June 1991.
 LY0791
 LY0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0791.GEOID18 height accuracy estimate available here.
 LY0791
 LY0791.Click photographs - Photos may exist for this station.
 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       -   264,529.7     123,120.9     MT  (+/- 3 meters HH1 GPS) 
 LY0791
 LY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1504262698(NAD 83)
 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
 LY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0791.See file dsdata.pdf to determine how the superseded data were derived.
 LY0791
 LY0791_MARKER: DB = BENCH MARK DISK
 LY0791_SETTING: 7 = 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  HISTORY     - 20081122 GOOD             GEOCAC
 LY0791  HISTORY     - 20180405 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.
 LY0791
 LY0791                          STATION RECOVERY (2008)
 LY0791
 LY0791'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 LY0791'RECOVERED IN GOOD CONDITION.
 LY0791
 LY0791                          STATION RECOVERY (2018)
 LY0791
 LY0791'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 LY0791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0830 ***********************************************************************
 KU0830  DESIGNATION -  B 36
 KU0830  PID         -  KU0830
 KU0830  STATE/COUNTY-  NJ/MONMOUTH
 KU0830  COUNTRY     -  US
 KU0830  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0830
 KU0830                         *CURRENT SURVEY CONTROL
 KU0830  ______________________________________________________________________
 KU0830* NAD 83(1986) POSITION- 40 25 24.     (N) 073 59 06.     (W)   SCALED
 KU0830* NAVD 88 ORTHO HEIGHT -     1.423 (meters)        4.67  (feet) ADJUSTED
 KU0830  ______________________________________________________________________
 KU0830  GEOID HEIGHT    -        -32.547 (meters)                     GEOID18
 KU0830  DYNAMIC HEIGHT  -          1.423 (meters)        4.67  (feet) COMP
 KU0830  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 KU0830
 KU0830  VERT ORDER      -  FIRST     CLASS II
 KU0830
 KU0830.The horizontal coordinates were scaled from a map and have
 KU0830.an estimated accuracy of +/- 6 seconds.
 KU0830
 KU0830.The orthometric height was determined by differential leveling and
 KU0830.adjusted by the NATIONAL GEODETIC SURVEY
 KU0830.in June 1991.
 KU0830
 KU0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0830.GEOID18 height accuracy estimate available here.
 KU0830
 KU0830.Click photographs - Photos may exist for this station.
 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       -   176,640.      193,700.      MT  (+/- 180 meters Scaled)
 KU0830
 KU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK861752(NAD 83)
 KU0830
 KU0830                          SUPERSEDED SURVEY CONTROL
 KU0830
 KU0830  NGVD 29 (??/??/92)    1.781  (m)            5.84   (f) SUPERSEDED  1 2
 KU0830  NGVD 29 (04/16/92)    1.742  (m)            5.72   (f) ADJUSTED    1 2
 KU0830  NGVD 29 (01/10/92)    1.742  (m)            5.72   (f) SUPERSEDED  1 2
 KU0830
 KU0830.Superseded values are not recommended for survey control.
 KU0830
 KU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0830.See file dsdata.pdf to determine how the superseded data were derived.
 KU0830
 KU0830_MARKER: DB = BENCH MARK DISK
 KU0830_SETTING: 7 = 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 - October 11, 2018
 KU0830
 KU0830  HISTORY     - Date     Condition        Report By
 KU0830  HISTORY     - 1952     MONUMENTED       CGS
 KU0830  HISTORY     - 1964     GOOD             CGS
 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  HISTORY     - 20181011 GOOD             NJGS
 KU0830
 KU0830                          STATION DESCRIPTION
 KU0830
 KU0830'DESCRIBED BY COAST AND 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
 KU0830
 KU0830                          STATION RECOVERY (2018)
 KU0830
 KU0830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KU0830'THE STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) NORTH OF ASBURY PARK,
 KU0830'11.4 MI (18.3 KM) EAST OF KEYPORT AND 8.2 MI (13.2 KM) NORTH OF LONG
 KU0830'BRANCH, ON THE GROUNDS OF THE GATEWAY NATIONAL RECREATION AREA, SANDY
 KU0830'HOOK.
 KU0830'
 KU0830'THE STATION IS ABOUT 92 FT (28.0 M) WEST-SOUTHWEST OF THE CENTERLINE
 KU0830'OF THE SOUTHBOUND LANES OF HARTSHORE DRIVE (MAIN ROAD OF THE PARK),
 KU0830'160 FT (48.8 M) SOUTH AND MEASURED ALONG THE ROADWAY FROM THE
 KU0830'CENTERLINE OF THE TRAFFIC ISLAND LEADING INTO THE MAIN ENTRANCE OF
 KU0830'BEACH AREA D, SEAGULL PAVILION, 7.5 FT (2.3 M) NORTH OF POLE NUMBER
 KU0830'JC8376MDT, 1.5 FT (0.5 M) NORTH OF A METAL WITNESS SIGN.
 KU0830'
 KU0830'THE STATION IS AT THE WEST EDGE OF THE TREE LINE NEAR THE MARSH AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0197 ***********************************************************************
 KV0197  DESIGNATION -  B 37
 KV0197  PID         -  KV0197
 KV0197  STATE/COUNTY-  NJ/MIDDLESEX
 KV0197  COUNTRY     -  US
 KV0197  USGS QUAD   -  PERTH AMBOY (2016)
 KV0197
 KV0197                         *CURRENT SURVEY CONTROL
 KV0197  ______________________________________________________________________
 KV0197* NAD 83(1986) POSITION- 40 31 32.8    (N) 074 16 07.9    (W)   HD_HELD2
 KV0197* NAVD 88 ORTHO HEIGHT -    21.978 (meters)       72.11  (feet) ADJUSTED
 KV0197  ______________________________________________________________________
 KV0197  GEOID HEIGHT    -        -32.506 (meters)                     GEOID18
 KV0197  DYNAMIC HEIGHT  -         21.969 (meters)       72.08  (feet) COMP
 KV0197  MODELED GRAVITY -    980,217.0   (mgal)                       NAVD 88
 KV0197
 KV0197  VERT ORDER      -  FIRST     CLASS II
 KV0197
 KV0197.The horizontal coordinates were established by autonomous hand held GPS
 KV0197.observations and have an estimated accuracy of +/- 10 meters.
 KV0197
 KV0197.The orthometric height was determined by differential leveling and
 KV0197.adjusted by the NATIONAL GEODETIC SURVEY
 KV0197.in June 1991.
 KV0197
 KV0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0197.GEOID18 height accuracy estimate available here.
 KV0197
 KV0197.Click photographs - Photos may exist for this station.
 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       -   187,916.      169,584.      MT  (+/- 10 meters HH2 GPS)
 KV0197
 KV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6192886372(NAD 83)
 KV0197
 KV0197                          SUPERSEDED SURVEY CONTROL
 KV0197
 KV0197  NGVD 29 (04/16/92)   22.287  (m)           73.12   (f) ADJUSTED    1 2
 KV0197  NGVD 29 (??/??/87)   22.319  (m)           73.22   (f) SUPERSEDED  1 2
 KV0197
 KV0197.Superseded values are not recommended for survey control.
 KV0197
 KV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0197.See file dsdata.pdf to determine how the superseded data were derived.
 KV0197
 KV0197_MARKER: DB = BENCH MARK DISK
 KV0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0197_SP_SET: ABUTMENT
 KV0197_STAMPING: B 37 1952
 KV0197_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0260 ***********************************************************************
 KV0260  DESIGNATION -  B 38
 KV0260  PID         -  KV0260
 KV0260  STATE/COUNTY-  NJ/ESSEX
 KV0260  COUNTRY     -  US
 KV0260  USGS QUAD   -  JERSEY CITY (2019)
 KV0260
 KV0260                         *CURRENT SURVEY CONTROL
 KV0260  ______________________________________________________________________
 KV0260* NAD 83(1986) POSITION- 40 43 25.4    (N) 074 07 26.2    (W)   HD_HELD2
 KV0260* NAVD 88 ORTHO HEIGHT -     2.161 (meters)        7.09  (feet) ADJUSTED
 KV0260  ______________________________________________________________________
 KV0260  GEOID HEIGHT    -        -32.182 (meters)                     GEOID18
 KV0260  DYNAMIC HEIGHT  -          2.160 (meters)        7.09  (feet) COMP
 KV0260  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 KV0260
 KV0260  VERT ORDER      -  FIRST     CLASS I
 KV0260
 KV0260.The horizontal coordinates were established by autonomous hand held GPS
 KV0260.observations and have an estimated accuracy of +/- 10 meters.
 KV0260
 KV0260.The orthometric height was determined by differential leveling and
 KV0260.adjusted by the NATIONAL GEODETIC SURVEY
 KV0260.in June 1991.
 KV0260
 KV0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0260.GEOID18 height accuracy estimate available here.
 KV0260
 KV0260.Click photographs - Photos may exist for this station.
 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       -   209,938.      181,768.      MT  (+/- 10 meters HH2 GPS)
 KV0260
 KV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7398408457(NAD 83)
 KV0260
 KV0260                          SUPERSEDED SURVEY CONTROL
 KV0260
 KV0260  NGVD 29 (04/16/92)    2.508  (m)            8.23   (f) ADJUSTED    1 1
 KV0260  NGVD 29 (??/??/87)    2.508  (m)            8.23   (f) SUPERSEDED  1 1
 KV0260
 KV0260.Superseded values are not recommended for survey control.
 KV0260
 KV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0260.See file dsdata.pdf to determine how the superseded data were derived.
 KV0260
 KV0260_MARKER: DB = BENCH MARK DISK
 KV0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0260_SP_SET: ABUTMENT
 KV0260_STAMPING: B 38 1952
 KV0260_MARK LOGO: CGS
 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  HISTORY     - 20070608 POOR             GEOCAC
 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
 KV0260
 KV0260                          STATION RECOVERY (2007)
 KV0260
 KV0260'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0260'THE TRACKS HAVE BEEN REMOVED, BUT THE SOUTHEAST ABUTMENT SURVIVES.
 KV0260'THE DISK HAS BEEN REMOVED FROM THE NORTHWEST FACE, BUT THE STEM
 KV0260'REMAINS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU0005 ***********************************************************************
 HU0005  DESIGNATION -  B 39
 HU0005  PID         -  HU0005
 HU0005  STATE/COUNTY-  NJ/CAPE MAY
 HU0005  COUNTRY     -  US
 HU0005  USGS QUAD   -  CAPE MAY (2019)
 HU0005
 HU0005                         *CURRENT SURVEY CONTROL
 HU0005  ______________________________________________________________________
 HU0005* NAD 83(1986) POSITION- 38 56 49.     (N) 074 55 36.     (W)   SCALED
 HU0005* NAVD 88 ORTHO HEIGHT -     3.04  (+/-2cm)       10.0   (feet) VERTCON3
 HU0005  ______________________________________________________________________
 HU0005  GEOID HEIGHT    -        -35.489 (meters)                     GEOID18
 HU0005  VERT ORDER      -  ? (See Below)
 HU0005
 HU0005.The horizontal coordinates were scaled from a 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
 HU0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0005.GEOID18 height accuracy estimate available here.
 HU0005
 HU0005.The vertical order pertains to the NGVD 29 superseded value.
 HU0005
 HU0005.Click photographs - Photos may exist for this station.
 HU0005
 HU0005;                    North         East    Units  Estimated Accuracy
 HU0005;SPC NJ       -    12,700.      113,020.      MT  (+/- 180 meters Scaled)
 HU0005
 HU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ063108(NAD 83)
 HU0005
 HU0005                          SUPERSEDED SURVEY CONTROL
 HU0005
 HU0005  NGVD 29 (11/26/84)    3.445  (m)           11.30   (f) ADJUSTED       
 HU0005
 HU0005.Superseded values are not recommended for survey control.
 HU0005
 HU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0005.See file dsdata.pdf to determine how the superseded data were derived.
 HU0005
 HU0005_MARKER: DB = BENCH MARK DISK
 HU0005_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KU1650 ***********************************************************************
 KU1650  DESIGNATION -  B 40
 KU1650  PID         -  KU1650
 KU1650  STATE/COUNTY-  NJ/BERGEN
 KU1650  COUNTRY     -  US
 KU1650  USGS QUAD   -  CENTRAL PARK (2019)
 KU1650
 KU1650                         *CURRENT SURVEY CONTROL
 KU1650  ______________________________________________________________________
 KU1650* NAD 83(1986) POSITION- 40 49 13.     (N) 073 58 38.     (W)   SCALED
 KU1650* NAVD 88 ORTHO HEIGHT -     5.523 (meters)       18.12  (feet) ADJUSTED
 KU1650  ______________________________________________________________________
 KU1650  GEOID HEIGHT    -        -31.652 (meters)                     GEOID18
 KU1650  DYNAMIC HEIGHT  -          5.520 (meters)       18.11  (feet) COMP
 KU1650  MODELED GRAVITY -    980,245.0   (mgal)                       NAVD 88
 KU1650
 KU1650  VERT ORDER      -  SECOND    CLASS 0
 KU1650
 KU1650.The horizontal coordinates were scaled from a map and have
 KU1650.an estimated accuracy of +/- 6 seconds.
 KU1650
 KU1650.The orthometric height was determined by differential leveling and
 KU1650.adjusted by the NATIONAL GEODETIC SURVEY
 KU1650.in June 1991.
 KU1650
 KU1650.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1650.GEOID18 height accuracy estimate available here.
 KU1650
 KU1650.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL862193(NAD 83)
 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
 KU1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1650.See file dsdata.pdf to determine how the superseded data were derived.
 KU1650
 KU1650_MARKER: DB = BENCH MARK DISK
 KU1650_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU1650_SP_SET: RETAINING WALL
 KU1650_STAMPING: B 40 1956
 KU1650_MARK LOGO: CGS
 KU1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1650+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0505 ***********************************************************************
 KV0505  DESIGNATION -  B 41
 KV0505  PID         -  KV0505
 KV0505  STATE/COUNTY-  NJ/BERGEN
 KV0505  COUNTRY     -  US
 KV0505  USGS QUAD   -  CENTRAL PARK (2019)
 KV0505
 KV0505                         *CURRENT SURVEY CONTROL
 KV0505  ______________________________________________________________________
 KV0505* NAD 83(1986) POSITION- 40 50 24.     (N) 073 59 02.     (W)   SCALED
 KV0505* NAVD 88 ORTHO HEIGHT -    37.99  (+/-2cm)      124.6   (feet) VERTCON3
 KV0505  ______________________________________________________________________
 KV0505  GEOID HEIGHT    -        -31.653 (meters)                     GEOID18
 KV0505  VERT ORDER      -  ? (See Below)
 KV0505
 KV0505.The horizontal coordinates were scaled from a 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
 KV0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0505.GEOID18 height accuracy estimate available here.
 KV0505
 KV0505.The vertical order pertains to the NGVD 29 superseded value.
 KV0505
 KV0505.Click photographs - Photos may exist for this station.
 KV0505
 KV0505;                    North         East    Units  Estimated Accuracy
 KV0505;SPC NJ       -   222,910.      193,520.      MT  (+/- 180 meters Scaled)
 KV0505
 KV0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL856214(NAD 83)
 KV0505
 KV0505                          SUPERSEDED SURVEY CONTROL
 KV0505
 KV0505  NGVD 29 (11/26/84)   38.292  (m)          125.63   (f) ADJUSTED       
 KV0505
 KV0505.Superseded values are not recommended for survey control.
 KV0505
 KV0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0505.See file dsdata.pdf to determine how the superseded data were derived.
 KV0505
 KV0505_MARKER: DB = BENCH MARK DISK
 KV0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0505_SP_SET: ABUTMENT
 KV0505_STAMPING: B 41 1956
 KV0505_MARK LOGO: CGS
 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  HISTORY     - 20070304 MARK NOT FOUND   GEOCAC
 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.
 KV0505
 KV0505                          STATION RECOVERY (2007)
 KV0505
 KV0505'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0505'ASSUMING THIS TO BE THE RTE 63 (BERGEN BLVD) BRIDGE OVER RTE 5 (.9
 KV0505'MILES WEST OF RTE 5 FROM FORT LEE SCHOOL NO. 4), THE CONCRETE IN THE
 KV0505'EAST WINGWALL OF THE SOUTH HEADWALL IS CRUMBLING.  THERE IS NO DISK
 KV0505'HERE.  THE COORDINATES ARE ALMOST A HALF MILE OFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0006 ***********************************************************************
 KV0006  DESIGNATION -  B 5
 KV0006  PID         -  KV0006
 KV0006  STATE/COUNTY-  NJ/MIDDLESEX
 KV0006  COUNTRY     -  US
 KV0006  USGS QUAD   -  PERTH AMBOY (2016)
 KV0006
 KV0006                         *CURRENT SURVEY CONTROL
 KV0006  ______________________________________________________________________
 KV0006* NAD 83(1986) POSITION- 40 30 22.4    (N) 074 16 00.2    (W)   HD_HELD2
 KV0006* NAVD 88 ORTHO HEIGHT -    19.351 (meters)       63.49  (feet) ADJUSTED
 KV0006  ______________________________________________________________________
 KV0006  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 KV0006  DYNAMIC HEIGHT  -         19.343 (meters)       63.46  (feet) COMP
 KV0006  MODELED GRAVITY -    980,218.0   (mgal)                       NAVD 88
 KV0006
 KV0006  VERT ORDER      -  FIRST     CLASS I
 KV0006
 KV0006.The horizontal coordinates were established by autonomous hand held GPS
 KV0006.observations and have an estimated accuracy of +/- 10 meters.
 KV0006
 KV0006.The orthometric height was determined by differential leveling and
 KV0006.adjusted by the NATIONAL GEODETIC SURVEY
 KV0006.in June 1991.
 KV0006
 KV0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0006.GEOID18 height accuracy estimate available here.
 KV0006
 KV0006.Click photographs - Photos may exist for this station.
 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       -   185,746.      169,771.      MT  (+/- 10 meters HH2 GPS)
 KV0006
 KV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6212784203(NAD 83)
 KV0006
 KV0006                          SUPERSEDED SURVEY CONTROL
 KV0006
 KV0006  NGVD 29 (04/16/92)   19.653  (m)           64.48   (f) ADJUSTED    1 1
 KV0006  NGVD 29 (??/??/87)   19.692  (m)           64.61   (f) SUPERSEDED  1 1
 KV0006
 KV0006.Superseded values are not recommended for survey control.
 KV0006
 KV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0006.See file dsdata.pdf to determine how the superseded data were derived.
 KV0006
 KV0006_MARKER: DB = BENCH MARK DISK
 KV0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0006_SP_SET: BUILDING FOUNDATION
 KV0006_STAMPING: 64.609 B 5 1925
 KV0006_MARK LOGO: CGS
 KV0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0006
 KV0006  HISTORY     - Date     Condition        Report By
 KV0006  HISTORY     - 1925     MONUMENTED       CGS
 KV0006  HISTORY     - 1964     GOOD             CGS
 KV0006  HISTORY     - 20250309 GOOD             INDIV
 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.
 KV0006
 KV0006                          STATION RECOVERY (2025)
 KV0006
 KV0006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (MM)
 KV0006'BENCH MARK HAS BEEN PAINTED OVER SEVERAL TIMES.  DIFFICULT TO READ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0939 ***********************************************************************
 KV0939  DESIGNATION -  B 53
 KV0939  PID         -  KV0939
 KV0939  STATE/COUNTY-  NJ/MIDDLESEX
 KV0939  COUNTRY     -  US
 KV0939  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0939
 KV0939                         *CURRENT SURVEY CONTROL
 KV0939  ______________________________________________________________________
 KV0939* NAD 83(1986) POSITION- 40 29 52.23   (N) 074 26 05.11   (W)   HD_HELD1
 KV0939* NAVD 88 ORTHO HEIGHT -    17.522 (meters)       57.49  (feet) ADJUSTED
 KV0939  ______________________________________________________________________
 KV0939  GEOID HEIGHT    -        -32.896 (meters)                     GEOID18
 KV0939  DYNAMIC HEIGHT  -         17.515 (meters)       57.46  (feet) COMP
 KV0939  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 KV0939
 KV0939  VERT ORDER      -  FIRST     CLASS II
 KV0939
 KV0939.The horizontal coordinates were determined by differentially corrected
 KV0939.hand held GPS observations or other comparable positioning techniques
 KV0939.and have an estimated accuracy of +/- 3 meters.
 KV0939
 KV0939.The orthometric height was determined by differential leveling and
 KV0939.adjusted by the NATIONAL GEODETIC SURVEY
 KV0939.in April 2013.
 KV0939
 KV0939.No vertical observational check was made to the station.
 KV0939
 KV0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0939.GEOID18 height accuracy estimate available here.
 KV0939
 KV0939.Click photographs - Photos may exist for this station.
 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       -   184,791.0     155,530.5     MT  (+/- 3 meters HH1 GPS) 
 KV0939
 KV0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4789783168(NAD 83)
 KV0939
 KV0939                          SUPERSEDED SURVEY CONTROL
 KV0939
 KV0939  NAVD 88 (06/15/91)   17.510  (m)           57.45   (f) SUPERSEDED  2 0
 KV0939  NGVD 29 (04/16/92)   17.805  (m)           58.42   (f) ADJUSTED    2 0
 KV0939  NGVD 29 (??/??/87)   17.845  (m)           58.55   (f) SUPERSEDED  2 0
 KV0939
 KV0939.Superseded values are not recommended for survey control.
 KV0939
 KV0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0939.See file dsdata.pdf to determine how the superseded data were derived.
 KV0939
 KV0939_MARKER: DB = BENCH MARK DISK
 KV0939_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0939_SP_SET: RETAINING WALL
 KV0939_STAMPING: B 53 1961
 KV0939_MARK LOGO: CGS
 KV0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0939+STABILITY: SURFACE MOTION
 KV0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0939+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2023
 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  HISTORY     - 20100713 GOOD             NJGS
 KV0939  HISTORY     - 20231012 GOOD             NJGS
 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                          STATION RECOVERY (2006)
 KV0939
 KV0939'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KV0939'RECOVERED IN GOOD CONDITION.
 KV0939
 KV0939                          STATION RECOVERY (2010)
 KV0939
 KV0939'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV0939'RECOVERED AS DESCRIBED.
 KV0939
 KV0939                          STATION RECOVERY (2023)
 KV0939
 KV0939'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV0939'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0849 ***********************************************************************
 KU0849  DESIGNATION -  B 54
 KU0849  PID         -  KU0849
 KU0849  STATE/COUNTY-  NJ/MONMOUTH
 KU0849  COUNTRY     -  US
 KU0849  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0849
 KU0849                         *CURRENT SURVEY CONTROL
 KU0849  ______________________________________________________________________
 KU0849* NAD 83(1986) POSITION- 40 19 10.     (N) 073 59 33.     (W)   SCALED
 KU0849* NAVD 88 ORTHO HEIGHT -     2.885 (meters)        9.47  (feet) ADJUSTED
 KU0849  ______________________________________________________________________
 KU0849  GEOID HEIGHT    -        -32.695 (meters)                     GEOID18
 KU0849  DYNAMIC HEIGHT  -          2.884 (meters)        9.46  (feet) COMP
 KU0849  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 KU0849
 KU0849  VERT ORDER      -  SECOND    CLASS 0
 KU0849
 KU0849.The horizontal coordinates were scaled from a map and have
 KU0849.an estimated accuracy of +/- 6 seconds.
 KU0849
 KU0849.The orthometric height was determined by differential leveling and
 KU0849.adjusted by the NATIONAL GEODETIC SURVEY
 KU0849.in June 1991.
 KU0849
 KU0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0849.GEOID18 height accuracy estimate available here.
 KU0849
 KU0849.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK855637(NAD 83)
 KU0849
 KU0849                          SUPERSEDED SURVEY CONTROL
 KU0849
 KU0849  NGVD 29 (??/??/92)    3.247  (m)           10.65   (f) SUPERSEDED  2 0
 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
 KU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0849.See file dsdata.pdf to determine how the superseded data were derived.
 KU0849
 KU0849_MARKER: DB = BENCH MARK DISK
 KU0849_SETTING: 7 = 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             CGS
 KU0849  HISTORY     - 1964     MARK NOT FOUND   CGS
 KU0849  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KU0849  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 KU0849  HISTORY     - 20080422 MARK NOT FOUND   NJGS
 KU0849
 KU0849                          STATION DESCRIPTION
 KU0849
 KU0849'DESCRIBED BY COAST AND 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 COAST AND 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.
 KU0849
 KU0849                          STATION RECOVERY (2008)
 KU0849
 KU0849'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KU0849'THE INTERSECTION HAS BEEN RECONFIGURED AND THE ORIGINAL TIES ARE GONE.
 KU0849'THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0125 ***********************************************************************
 JU0125  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0125  DESIGNATION -  B 55
 JU0125  PID         -  JU0125
 JU0125  STATE/COUNTY-  NJ/OCEAN
 JU0125  COUNTRY     -  US
 JU0125  USGS QUAD   -  WEST CREEK (2019)
 JU0125
 JU0125                         *CURRENT SURVEY CONTROL
 JU0125  ______________________________________________________________________
 JU0125* NAD 83(1986) POSITION- 39 37 51.35   (N) 074 17 47.25   (W)   HD_HELD1
 JU0125* NAVD 88 ORTHO HEIGHT -     1.015 (meters)        3.33  (feet) ADJUSTED
 JU0125  ______________________________________________________________________
 JU0125  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 JU0125  DYNAMIC HEIGHT  -          1.015 (meters)        3.33  (feet) COMP
 JU0125  MODELED GRAVITY -    980,155.1   (mgal)                       NAVD 88
 JU0125
 JU0125  VERT ORDER      -  FIRST     CLASS II
 JU0125
 JU0125.The horizontal coordinates were determined by differentially corrected
 JU0125.hand held GPS observations or other comparable positioning techniques
 JU0125.and have an estimated accuracy of +/- 3 meters.
 JU0125
 JU0125.The orthometric height was determined by differential leveling and
 JU0125.adjusted by the NATIONAL GEODETIC SURVEY
 JU0125.in February 2021.
 JU0125
 JU0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0125.GEOID18 height accuracy estimate available here.
 JU0125
 JU0125.This Tidal Bench Mark is designated as VM 2608
 JU0125.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0125
 JU0125.Click photographs - Photos may exist for this station.
 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       -    88,560.1     167,472.7     MT  (+/- 3 meters HH1 GPS) 
 JU0125
 JU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6037687031(NAD 83)
 JU0125
 JU0125                          SUPERSEDED SURVEY CONTROL
 JU0125
 JU0125  NAVD 88 (06/15/91)    1.022  (m)            3.35   (f) SUPERSEDED  1 2
 JU0125  NGVD 29 (01/10/92)    1.408  (m)            4.62   (f) ADJUSTED    1 2
 JU0125  NGVD 29 (??/??/87)    1.420  (m)            4.66   (f) SUPERSEDED  1 2
 JU0125
 JU0125.Superseded values are not recommended for survey control.
 JU0125
 JU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0125.See file dsdata.pdf to determine how the superseded data were derived.
 JU0125
 JU0125_MARKER: DB = BENCH MARK DISK
 JU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0125_STAMPING: B 55 1961
 JU0125_MARK LOGO: CGS
 JU0125_PROJECTION: RECESSED 10 CENTIMETERS
 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 - March 06, 2019
 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  HISTORY     - 20130131 GOOD             DPKCON
 JU0125  HISTORY     - 20190226 GOOD             NJGS
 JU0125  HISTORY     - 20190306 GOOD             NJGS
 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.
 JU0125
 JU0125                          STATION RECOVERY (2013)
 JU0125
 JU0125'RECOVERY NOTE BY DPK CONSULTING LLC 2013 (JW)
 JU0125'RECOVERED AS DESCRIBED
 JU0125
 JU0125                          STATION RECOVERY (2019)
 JU0125
 JU0125'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 JU0125'THE STATION WAS RECOVERED AS DESCRIBED BY THE NATIONAL GEODETIC SURVEY
 JU0125'DATA SHEET WITH THE FOLLOWING ADDITIONS.
 JU0125'
 JU0125'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 9 AND BAY AVENUE
 JU0125'GO ABOUT 0.62 MI (1.00 KM) ON BAY AVENUE FORMERLY KNOWN AS WEST CREEK
 JU0125'ROAD.
 JU0125'
 JU0125'THE STATION IS 30 FT (9.1 M) WEST FROM THE CENTERLINE OF BAY AVENUE,
 JU0125'12.3 FT (3.7 M) WEST OF THE EDGE OF BAY AVENUE, 4.75 FT (1.4 M)
 JU0125'NORTH-NORTHWEST FROM POLE NUMBER BT418-17 P10135, 34.5 FT (10.5 M)
 JU0125'NORTH OF THE CENTERLINE OF CESTONE CT, 69.8 FT (21.3 M) EAST OF THE
 JU0125'CENTERLINE OF THE DRIVEWAY OF HOUSE NUMBER 102 ON CESTONE CT.  THE
 JU0125'STATION IS IN LINE WITH THE CENTERLINE OF THE BOAT RAMP ACROSS THE
 JU0125'STREET.
 JU0125
 JU0125                          STATION RECOVERY (2019)
 JU0125
 JU0125'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 JU0125'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHWEST OF BEACH
 JU0125'HAVEN, 3.0 MI (4.8 KM) NORTHEAST OF TUCKERTON AND 0.6 MI (1.0 KM)
 JU0125'EAST-SOUTHEAST OF WEST CREEK, IN EAGLESWOOD TOWNSHIP, OCEAN COUNTY,
 JU0125'NJ.
 JU0125'
 JU0125'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 9 AND ROUTE 72
 JU0125'DRIVE ABOUT 4.75 MI (7.64 KM) SOUTHWEST ALONG ROUTE 9 THEN MAKE A LEFT
 JU0125'ON DOCK RD/BAY AVENUE, THEN CONTINUE FOR ABOUT 0.62 MI (1.00 KM) THE
 JU0125'STATION WILL BE ON THE LEFT AT THE WEST CORNER OF THE INTERSECTION OF
 JU0125'DOCK RD/BAY AVENUE AND CESTONE CT.
 JU0125'
 JU0125'THE STATION IS 69.8 FT (21.3 M) EAST OF THE CENTERLINE OF THE DRIVEWAY
 JU0125'TO HOUSE NUMBER 102 ON CESTONE CT, 34.5 FT (10.5 M) NORTH OF THE
 JU0125'CENTERLINE OF CESTONE CT, 30 FT (9.1 M) WEST OF THE CENTERLINE OF DOCK
 JU0125'RD/BAY AVENUE, 12.3 FT (3.7 M) WEST OF THE WEST EDGE OF DOCK RD/BAY
 JU0125'AVENUE, 4.75 FT (1.4 M) NORTH-NORTHWEST OF POLE BT418-17 P10135.  THE
 JU0125'STATION IS IN LINE WITH THE CENTERLINE OF A BOAT RAMP ACROSS THE
 JU0125'STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0310 ***********************************************************************
 JU0310  DESIGNATION -  B 56
 JU0310  PID         -  JU0310
 JU0310  STATE/COUNTY-  NJ/ATLANTIC
 JU0310  COUNTRY     -  US
 JU0310  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0310
 JU0310                         *CURRENT SURVEY CONTROL
 JU0310  ______________________________________________________________________
 JU0310* NAD 83(1996) POSITION- 39 21 36.60821(N) 074 27 41.76308(W)   ADJUSTED
 JU0310* NAVD 88 ORTHO HEIGHT -     1.969 (meters)        6.46  (feet) ADJUSTED
 JU0310  ______________________________________________________________________
 JU0310  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 JU0310  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 JU0310  DYNAMIC HEIGHT  -          1.968 (meters)        6.46  (feet) COMP
 JU0310  MODELED GRAVITY -    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 and
 JU0310.adjusted by the NATIONAL GEODETIC SURVEY
 JU0310.in June 1991.
 JU0310
 JU0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0310.GEOID18 height accuracy estimate available here.
 JU0310
 JU0310.Click photographs - Photos may exist for this station.
 JU0310
 JU0310.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000509  x   0.99990013  =   0.99990522
 JU0310!UTM  18      -   1.00000509  x   0.99962649  =   0.99963158
 JU0310
 JU0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4638356884(NAD 83)
 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  NGVD 29 (??/??/87)    2.370  (m)            7.78   (f) SUPERSEDED  1 1
 JU0310  NGVD 29               2.37   (m)            7.8    (f) LEVELING    3  
 JU0310
 JU0310.Superseded values are not recommended for survey control.
 JU0310
 JU0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0310.See file dsdata.pdf to determine how the superseded data were derived.
 JU0310
 JU0310_MARKER: DB = BENCH MARK DISK
 JU0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0310_SP_SET: HANGER FOUNDATION
 JU0310_STAMPING: B 56 1961
 JU0310_MARK LOGO: CGS
 JU0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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  HISTORY     - 20180814 MARK NOT FOUND   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.
 JU0310
 JU0310                          STATION RECOVERY (2018)
 JU0310
 JU0310'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 JU0310'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0575 ***********************************************************************
 JU0575  DESIGNATION -  B 57
 JU0575  PID         -  JU0575
 JU0575  STATE/COUNTY-  NJ/ATLANTIC
 JU0575  COUNTRY     -  US
 JU0575  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0575
 JU0575                         *CURRENT SURVEY CONTROL
 JU0575  ______________________________________________________________________
 JU0575* NAD 83(1986) POSITION- 39 33 33.2    (N) 074 41 29.6    (W)   HD_HELD2
 JU0575* NAVD 88 ORTHO HEIGHT -    22.926 (meters)       75.22  (feet) ADJUSTED
 JU0575  ______________________________________________________________________
 JU0575  GEOID HEIGHT    -        -33.616 (meters)                     GEOID18
 JU0575  DYNAMIC HEIGHT  -         22.915 (meters)       75.18  (feet) COMP
 JU0575  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 JU0575
 JU0575  VERT ORDER      -  FIRST     CLASS I
 JU0575
 JU0575.The horizontal coordinates were established by autonomous hand held GPS
 JU0575.observations and have an estimated accuracy of +/- 10 meters.
 JU0575
 JU0575.The orthometric height was determined by differential leveling and
 JU0575.adjusted by the NATIONAL GEODETIC SURVEY
 JU0575.in May 2011.
 JU0575
 JU0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0575.GEOID18 height accuracy estimate available here.
 JU0575
 JU0575.Click photographs - Photos may exist for this station.
 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       -    80,597.      133,539.      MT  (+/- 10 meters HH2 GPS)
 JU0575
 JU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2649778882(NAD 83)
 JU0575
 JU0575                          SUPERSEDED SURVEY CONTROL
 JU0575
 JU0575  NAVD 88 (06/15/91)   22.924  (m)           75.21   (f) SUPERSEDED  1 1
 JU0575  NGVD 29 (11/26/84)   23.297  (m)           76.43   (f) ADJUSTED    1 1
 JU0575
 JU0575.Superseded values are not recommended for survey control.
 JU0575
 JU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0575.See file dsdata.pdf to determine how the superseded data were derived.
 JU0575
 JU0575_MARKER: DB = BENCH MARK DISK
 JU0575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0575_SP_SET: CULVERT
 JU0575_STAMPING: B 57 1961
 JU0575_MARK LOGO: CGS
 JU0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0575+STABILITY: SURFACE MOTION
 JU0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0575+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2012
 JU0575
 JU0575  HISTORY     - Date     Condition        Report By
 JU0575  HISTORY     - 1961     MONUMENTED       CGS
 JU0575  HISTORY     - 1963     GOOD             CGS
 JU0575  HISTORY     - 20070817 GOOD             NJGS
 JU0575  HISTORY     - 20120516 GOOD             INDIV
 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.
 JU0575
 JU0575                          STATION RECOVERY (2007)
 JU0575
 JU0575'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (ECB)
 JU0575'RECOVERED IN GOOD CONDITION.ADD-THE STATION IS AT MILEPOST 38.1
 JU0575'EASTBOUND FOR US HIGHWAY 30.
 JU0575
 JU0575                          STATION RECOVERY (2012)
 JU0575
 JU0575'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0575'THE POWER LINE POLE DESCRIBED IN 1963 IS NOW MARKED 1776.  THE STATION
 JU0575'IS 4 FEET SOUTHWEST OF A NEW JERSEY GEODETIC SURVEY WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2136 ***********************************************************************
 JU2136  DESIGNATION -  B 58
 JU2136  PID         -  JU2136
 JU2136  STATE/COUNTY-  NJ/CAPE MAY
 JU2136  COUNTRY     -  US
 JU2136  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2136
 JU2136                         *CURRENT SURVEY CONTROL
 JU2136  ______________________________________________________________________
 JU2136* NAD 83(1986) POSITION- 39 10 22.8    (N) 074 44 12.8    (W)   HD_HELD2
 JU2136* NAVD 88 ORTHO HEIGHT -     2.602 (meters)        8.54  (feet) ADJUSTED
 JU2136  ______________________________________________________________________
 JU2136  GEOID HEIGHT    -        -34.911 (meters)                     GEOID18
 JU2136  DYNAMIC HEIGHT  -          2.600 (meters)        8.53  (feet) COMP
 JU2136  MODELED GRAVITY -    980,079.4   (mgal)                       NAVD 88
 JU2136
 JU2136  VERT ORDER      -  FIRST     CLASS II
 JU2136
 JU2136.The horizontal coordinates were established by autonomous hand held GPS
 JU2136.observations and have an estimated accuracy of +/- 10 meters.
 JU2136
 JU2136.The orthometric height was determined by differential leveling and
 JU2136.adjusted by the NATIONAL GEODETIC SURVEY
 JU2136.in June 1991.
 JU2136
 JU2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2136.GEOID18 height accuracy estimate available here.
 JU2136
 JU2136.Click photographs - Photos may exist for this station.
 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       -    37,731.      129,531.      MT  (+/- 10 meters HH2 GPS)
 JU2136
 JU2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2272736007(NAD 83)
 JU2136
 JU2136                          SUPERSEDED SURVEY CONTROL
 JU2136
 JU2136  NGVD 29 (04/16/92)    2.989  (m)            9.81   (f) ADJUSTED    1 2
 JU2136  NGVD 29 (01/10/92)    2.989  (m)            9.81   (f) SUPERSEDED  1 2
 JU2136  NGVD 29 (??/??/87)    2.989  (m)            9.81   (f) SUPERSEDED  1 2
 JU2136
 JU2136.Superseded values are not recommended for survey control.
 JU2136
 JU2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2136.See file dsdata.pdf to determine how the superseded data were derived.
 JU2136
 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 - August 17, 2024
 JU2136
 JU2136  HISTORY     - Date     Condition        Report By
 JU2136  HISTORY     - 1961     MONUMENTED       CGS
 JU2136  HISTORY     - 1979     GOOD             NGS
 JU2136  HISTORY     - 19980512 GOOD             NJGS
 JU2136  HISTORY     - 20240817 GOOD             BASE9
 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.
 JU2136
 JU2136                          STATION RECOVERY (2024)
 JU2136
 JU2136'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (DRD)
 JU2136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU1003 ***********************************************************************
 JU1003  DESIGNATION -  B 59
 JU1003  PID         -  JU1003
 JU1003  STATE/COUNTY-  NJ/CUMBERLAND
 JU1003  COUNTRY     -  US
 JU1003  USGS QUAD   -  CEDARVILLE (2019)
 JU1003
 JU1003                         *CURRENT SURVEY CONTROL
 JU1003  ______________________________________________________________________
 JU1003* NAD 83(1986) POSITION- 39 18 28.     (N) 075 10 02.     (W)   SCALED
 JU1003* NAVD 88 ORTHO HEIGHT -     4.930 (meters)       16.17  (feet) ADJUSTED
 JU1003  ______________________________________________________________________
 JU1003  GEOID HEIGHT    -        -34.118 (meters)                     GEOID18
 JU1003  DYNAMIC HEIGHT  -          4.928 (meters)       16.17  (feet) COMP
 JU1003  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 JU1003
 JU1003  VERT ORDER      -  SECOND    CLASS 0
 JU1003
 JU1003.The horizontal coordinates were scaled from a map and have
 JU1003.an estimated accuracy of +/- 6 seconds.
 JU1003
 JU1003.The orthometric height was determined by differential leveling and
 JU1003.adjusted by the NATIONAL GEODETIC SURVEY
 JU1003.in June 1991.
 JU1003
 JU1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1003.GEOID18 height accuracy estimate available here.
 JU1003
 JU1003.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ855509(NAD 83)
 JU1003
 JU1003                          SUPERSEDED SURVEY CONTROL
 JU1003
 JU1003  NGVD 29 (04/16/92)    5.261  (m)           17.26   (f) ADJUSTED    2 0
 JU1003  NGVD 29 (??/??/87)    5.331  (m)           17.49   (f) SUPERSEDED  2 0
 JU1003
 JU1003.Superseded values are not recommended for survey control.
 JU1003
 JU1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1003.See file dsdata.pdf to determine how the superseded data were derived.
 JU1003
 JU1003_MARKER: DB = BENCH MARK DISK
 JU1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1003_STAMPING: B 59 1961
 JU1003_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0472 ***********************************************************************
 KV0472  DESIGNATION -  B 62
 KV0472  PID         -  KV0472
 KV0472  STATE/COUNTY-  NJ/BERGEN
 KV0472  COUNTRY     -  US
 KV0472  USGS QUAD   -  WEEHAWKEN (2016)
 KV0472
 KV0472                         *CURRENT SURVEY CONTROL
 KV0472  ______________________________________________________________________
 KV0472* NAD 83(1986) POSITION- 40 50 10.4    (N) 074 03 04.7    (W)   HD_HELD2
 KV0472* NAVD 88 ORTHO HEIGHT -     1.768 (meters)        5.80  (feet) ADJUSTED
 KV0472  ______________________________________________________________________
 KV0472  GEOID HEIGHT    -        -31.911 (meters)                     GEOID18
 KV0472  DYNAMIC HEIGHT  -          1.767 (meters)        5.80  (feet) COMP
 KV0472  MODELED GRAVITY -    980,237.7   (mgal)                       NAVD 88
 KV0472
 KV0472  VERT ORDER      -  SECOND    CLASS 0
 KV0472
 KV0472.The horizontal coordinates were established by autonomous hand held GPS
 KV0472.observations and have an estimated accuracy of +/- 10 meters.
 KV0472
 KV0472.The orthometric height was determined by differential leveling and
 KV0472.adjusted by the NATIONAL GEODETIC SURVEY
 KV0472.in June 1991.
 KV0472
 KV0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0472.GEOID18 height accuracy estimate available here.
 KV0472
 KV0472.Click photographs - Photos may exist for this station.
 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       -   222,458.      187,841.      MT  (+/- 10 meters HH2 GPS)
 KV0472
 KV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7998421009(NAD 83)
 KV0472
 KV0472                          SUPERSEDED SURVEY CONTROL
 KV0472
 KV0472  NGVD 29 (11/26/84)    2.082  (m)            6.83   (f) ADJUSTED    2 0
 KV0472
 KV0472.Superseded values are not recommended for survey control.
 KV0472
 KV0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0472.See file dsdata.pdf to determine how the superseded data were derived.
 KV0472
 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 - April 25, 2024
 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  HISTORY     - 20070707 GOOD             GEOCAC
 KV0472  HISTORY     - 20080722 GOOD             BOSWEL
 KV0472  HISTORY     - 20100831 GOOD             BOSWEL
 KV0472  HISTORY     - 20150803 GOOD             INDIV
 KV0472  HISTORY     - 20190725 GOOD             LANENG
 KV0472  HISTORY     - 20240425 GOOD             AAAS
 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.
 KV0472
 KV0472                          STATION RECOVERY (2007)
 KV0472
 KV0472'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0472'THE CULVERT HAS BEEN ENLARGED, AND THE STATION IS NOW LOCATED AT THE
 KV0472'CENTER OF THE BASE OF THE SOUTHEAST HEADWALL.
 KV0472
 KV0472                          STATION RECOVERY (2008)
 KV0472
 KV0472'RECOVERY NOTE BY BOSWELL ENGINEERING 2008 (AB)
 KV0472'RECOVERED IN GOOD CONDITION.
 KV0472
 KV0472                          STATION RECOVERY (2010)
 KV0472
 KV0472'RECOVERY NOTE BY BOSWELL ENGINEERING 2010 (RRR)
 KV0472'RECOVERED IN GOOD CONDITION.
 KV0472
 KV0472                          STATION RECOVERY (2015)
 KV0472
 KV0472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (WJH)
 KV0472'RECOVERED AS DESCRIBED
 KV0472
 KV0472                          STATION RECOVERY (2019)
 KV0472
 KV0472'RECOVERY NOTE BY LANDMARK ENGINEERING 2019 (WF)
 KV0472'RECOVERED IN GOOD CONDITION.
 KV0472
 KV0472                          STATION RECOVERY (2024)
 KV0472
 KV0472'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV0472'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0539 ***********************************************************************
 JU0539  DESIGNATION -  B 63
 JU0539  PID         -  JU0539
 JU0539  STATE/COUNTY-  NJ/CAMDEN
 JU0539  COUNTRY     -  US
 JU0539  USGS QUAD   -  CLEMENTON (2019)
 JU0539
 JU0539                         *CURRENT SURVEY CONTROL
 JU0539  ______________________________________________________________________
 JU0539* NAD 83(1986) POSITION- 39 48 49.     (N) 074 59 49.     (W)   SCALED
 JU0539* NAVD 88 ORTHO HEIGHT -    13.457 (meters)       44.15  (feet) ADJUSTED
 JU0539  ______________________________________________________________________
 JU0539  GEOID HEIGHT    -        -32.932 (meters)                     GEOID18
 JU0539  DYNAMIC HEIGHT  -         13.451 (meters)       44.13  (feet) COMP
 JU0539  MODELED GRAVITY -    980,164.6   (mgal)                       NAVD 88
 JU0539
 JU0539  VERT ORDER      -  FIRST     CLASS I
 JU0539
 JU0539.The horizontal coordinates were scaled from a map and have
 JU0539.an estimated accuracy of +/- 6 seconds.
 JU0539
 JU0539.The orthometric height was determined by differential leveling and
 JU0539.adjusted by the NATIONAL GEODETIC SURVEY
 JU0539.in June 1991.
 JU0539
 JU0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0539.GEOID18 height accuracy estimate available here.
 JU0539
 JU0539.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK002070(NAD 83)
 JU0539
 JU0539                          SUPERSEDED SURVEY CONTROL
 JU0539
 JU0539  NGVD 29 (11/26/84)   13.811  (m)           45.31   (f) ADJUSTED    1 1
 JU0539
 JU0539.Superseded values are not recommended for survey control.
 JU0539
 JU0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0539.See file dsdata.pdf to determine how the superseded data were derived.
 JU0539
 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 = JULY 24, 2026 22:12:30 EDT
 JU0519 ***********************************************************************
 JU0519  DESIGNATION -  B 64
 JU0519  PID         -  JU0519
 JU0519  STATE/COUNTY-  NJ/ATLANTIC
 JU0519  COUNTRY     -  US
 JU0519  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0519
 JU0519                         *CURRENT SURVEY CONTROL
 JU0519  ______________________________________________________________________
 JU0519* NAD 83(1986) POSITION- 39 29 49.6    (N) 074 36 21.8    (W)   HD_HELD2
 JU0519* NAVD 88 ORTHO HEIGHT -    18.425 (meters)       60.45  (feet) ADJUSTED
 JU0519  ______________________________________________________________________
 JU0519  GEOID HEIGHT    -        -33.769 (meters)                     GEOID18
 JU0519  DYNAMIC HEIGHT  -         18.416 (meters)       60.42  (feet) COMP
 JU0519  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 JU0519
 JU0519  VERT ORDER      -  FIRST     CLASS I
 JU0519
 JU0519.The horizontal coordinates were established by autonomous hand held GPS
 JU0519.observations and have an estimated accuracy of +/- 10 meters.
 JU0519
 JU0519.The orthometric height was determined by differential leveling and
 JU0519.adjusted by the NATIONAL GEODETIC SURVEY
 JU0519.in June 1991.
 JU0519
 JU0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0519.GEOID18 height accuracy estimate available here.
 JU0519
 JU0519.Click photographs - Photos may exist for this station.
 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       -    73,690.      140,878.      MT  (+/- 10 meters HH2 GPS)
 JU0519
 JU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3387272017(NAD 83)
 JU0519
 JU0519                          SUPERSEDED SURVEY CONTROL
 JU0519
 JU0519  NGVD 29 (11/26/84)   18.803  (m)           61.69   (f) ADJUSTED    1 1
 JU0519
 JU0519.Superseded values are not recommended for survey control.
 JU0519
 JU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0519.See file dsdata.pdf to determine how the superseded data were derived.
 JU0519
 JU0519_MARKER: DB = BENCH MARK DISK
 JU0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0519_SP_SET: OVERPASS
 JU0519_STAMPING: B 64 1963
 JU0519_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0571 ***********************************************************************
 JU0571  DESIGNATION -  B 65
 JU0571  PID         -  JU0571
 JU0571  STATE/COUNTY-  NJ/ATLANTIC
 JU0571  COUNTRY     -  US
 JU0571  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0571
 JU0571                         *CURRENT SURVEY CONTROL
 JU0571  ______________________________________________________________________
 JU0571* NAD 83(1986) POSITION- 39 34 51.     (N) 074 43 35.     (W)   SCALED
 JU0571* NAVD 88 ORTHO HEIGHT -    26.627 (meters)       87.36  (feet) ADJUSTED
 JU0571  ______________________________________________________________________
 JU0571  GEOID HEIGHT    -        -33.553 (meters)                     GEOID18
 JU0571  DYNAMIC HEIGHT  -         26.614 (meters)       87.32  (feet) COMP
 JU0571  MODELED GRAVITY -    980,132.1   (mgal)                       NAVD 88
 JU0571
 JU0571  VERT ORDER      -  FIRST     CLASS I
 JU0571
 JU0571.The horizontal coordinates were scaled from a map and have
 JU0571.an estimated accuracy of +/- 6 seconds.
 JU0571
 JU0571.The orthometric height was determined by differential leveling and
 JU0571.adjusted by the NATIONAL GEODETIC SURVEY
 JU0571.in June 1991.
 JU0571
 JU0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0571.GEOID18 height accuracy estimate available here.
 JU0571
 JU0571.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ234812(NAD 83)
 JU0571
 JU0571                          SUPERSEDED SURVEY CONTROL
 JU0571
 JU0571  NGVD 29 (11/26/84)   26.996  (m)           88.57   (f) ADJUSTED    1 1
 JU0571
 JU0571.Superseded values are not recommended for survey control.
 JU0571
 JU0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0571.See file dsdata.pdf to determine how the superseded data were derived.
 JU0571
 JU0571_MARKER: DB = BENCH MARK DISK
 JU0571_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0571_STAMPING: B 65 1963
 JU0571_MARK LOGO: CGS
 JU0571_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0571+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2011
 JU0571_ROD/PIPE-DEPTH: 13.5 meters
 JU0571
 JU0571  HISTORY     - Date     Condition        Report By
 JU0571  HISTORY     - 1963     MONUMENTED       CGS
 JU0571  HISTORY     - 1964     GOOD             CGS
 JU0571  HISTORY     - 20110503 GOOD             INDIV
 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.
 JU0571
 JU0571                          STATION RECOVERY (2011)
 JU0571
 JU0571'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU0571'RECOVERED IN GOOD CONDITION. THE WITNESS POST IS NO LONGER THERE AND
 JU0571'THE ADJACENT TELEPHONE PHONE HAS BEEN CUT OFF AND IT IS NOW ABOUT 1.5
 JU0571'FEET HIGH. THE RAILROAD WAITING STATION IN ELWOOD IS GONE AND STATION
 JU0571'B 65 IS 0.55 MILES NORTHWEST OF THE ELWOOD-WEYMOUTH ROAD CROSSING. IT
 JU0571'IS 86 FEET NORTH OF A POWER POLE WITH NO NUMBER. THIS POWER POLE IS
 JU0571'THE THIRD POLE EAST OF WHERE THE LINE OF POLES CROSSES RAILROAD AVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0350 ***********************************************************************
 JU0350  DESIGNATION -  B 66
 JU0350  PID         -  JU0350
 JU0350  STATE/COUNTY-  NJ/ATLANTIC
 JU0350  COUNTRY     -  US
 JU0350  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0350
 JU0350                         *CURRENT SURVEY CONTROL
 JU0350  ______________________________________________________________________
 JU0350* NAD 83(1986) POSITION- 39 23 35.27   (N) 074 31 47.84   (W)   HD_HELD1
 JU0350* NAVD 88 ORTHO HEIGHT -     8.929 (meters)       29.29  (feet) ADJUSTED
 JU0350  ______________________________________________________________________
 JU0350  GEOID HEIGHT    -        -34.164 (meters)                     GEOID18
 JU0350  DYNAMIC HEIGHT  -          8.925 (meters)       29.28  (feet) COMP
 JU0350  MODELED GRAVITY -    980,114.9   (mgal)                       NAVD 88
 JU0350
 JU0350  VERT ORDER      -  FIRST     CLASS I
 JU0350
 JU0350.The horizontal coordinates were determined by differentially corrected
 JU0350.hand held GPS observations or other comparable positioning techniques
 JU0350.and have an estimated accuracy of +/- 3 meters.
 JU0350
 JU0350.The orthometric height was determined by differential leveling and
 JU0350.adjusted by the NATIONAL GEODETIC SURVEY
 JU0350.in June 1991.
 JU0350
 JU0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0350.GEOID18 height accuracy estimate available here.
 JU0350
 JU0350.Click photographs - Photos may exist for this station.
 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       -    62,141.6     147,419.7     MT  (+/- 3 meters HH1 GPS) 
 JU0350
 JU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4047560509(NAD 83)
 JU0350
 JU0350                          SUPERSEDED SURVEY CONTROL
 JU0350
 JU0350  NGVD 29 (04/16/92)    9.324  (m)           30.59   (f) ADJUSTED    1 1
 JU0350  NGVD 29 (01/10/92)    9.324  (m)           30.59   (f) SUPERSEDED  1 1
 JU0350  NGVD 29 (??/??/87)    9.317  (m)           30.57   (f) SUPERSEDED  1 1
 JU0350
 JU0350.Superseded values are not recommended for survey control.
 JU0350
 JU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0350.See file dsdata.pdf to determine how the superseded data were derived.
 JU0350
 JU0350_MARKER: DB = BENCH MARK DISK
 JU0350_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0350_STAMPING: B 66 1964
 JU0350_MARK LOGO: CGS
 JU0350_PROJECTION: FLUSH
 JU0350_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0350+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2018
 JU0350
 JU0350  HISTORY     - Date     Condition        Report By
 JU0350  HISTORY     - 1964     MONUMENTED       CGS
 JU0350  HISTORY     - 1979     GOOD             NGS
 JU0350  HISTORY     - 20170322 GOOD             NJGS
 JU0350  HISTORY     - 20170725 GOOD             NJGS
 JU0350  HISTORY     - 20180508 GOOD             NJGS
 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.
 JU0350
 JU0350                          STATION RECOVERY (2017)
 JU0350
 JU0350'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MI)
 JU0350'THE MARK IS ALSO 11.7 M (38.4 FT) NORTHWEST FROM THE SOUTH CORNER OF
 JU0350'THE STEEL FENCE AROUND THE CEMETERY.
 JU0350
 JU0350                          STATION RECOVERY (2017)
 JU0350
 JU0350'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0350'RECOVERED IN GOOD CONDITION.
 JU0350'
 JU0350'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF
 JU0350'OCEANVILLE, 6.0 MI (9.7 KM) WEST-NORTHWEST OF ATLANTIC CITY AND IN THE
 JU0350'TOWN OF PLEASANTVILLE, NJ.
 JU0350'
 JU0350'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE ATLANTIC CITY
 JU0350'CEMETERY, 71 FT (21.6 M) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 9
 JU0350'(NEW ROAD), 46 FT (14.0 M) NORTHWEST OF THE CURB, 30.3 FT (9.2 M)
 JU0350'NORTH-NORTHEAST OF THE NORTH RAIL OF THE RAILROAD TRACK, 1 FT (0.3 M)
 JU0350'SOUTHWEST OF THE FENCE LINE, 9 FT (2.7 M) SOUTHEAST OF THE ALBERT
 JU0350'WILSON TOMBSTONE ALONG THE FENCE LINE.
 JU0350
 JU0350                          STATION RECOVERY (2018)
 JU0350
 JU0350'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0200 ***********************************************************************
 JU0200  DESIGNATION -  B 67
 JU0200  PID         -  JU0200
 JU0200  STATE/COUNTY-  NJ/OCEAN
 JU0200  COUNTRY     -  US
 JU0200  USGS QUAD   -  BEACH HAVEN (2019)
 JU0200
 JU0200                         *CURRENT SURVEY CONTROL
 JU0200  ______________________________________________________________________
 JU0200* NAD 83(1986) POSITION- 39 34 30.     (N) 074 13 56.     (W)   SCALED
 JU0200* NAVD 88 ORTHO HEIGHT -     1.357 (meters)        4.45  (feet) ADJUSTED
 JU0200  ______________________________________________________________________
 JU0200  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 JU0200  DYNAMIC HEIGHT  -          1.356 (meters)        4.45  (feet) COMP
 JU0200  MODELED GRAVITY -    980,138.5   (mgal)                       NAVD 88
 JU0200
 JU0200  VERT ORDER      -  FIRST     CLASS I
 JU0200
 JU0200.The horizontal coordinates were scaled from a map and have
 JU0200.an estimated accuracy of +/- 6 seconds.
 JU0200
 JU0200.The orthometric height was determined by differential leveling and
 JU0200.adjusted by the NATIONAL GEODETIC SURVEY
 JU0200.in June 1991.
 JU0200
 JU0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0200.GEOID18 height accuracy estimate available here.
 JU0200
 JU0200.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ659808(NAD 83)
 JU0200
 JU0200                          SUPERSEDED SURVEY CONTROL
 JU0200
 JU0200  NGVD 29 (11/26/84)    1.739  (m)            5.71   (f) ADJUSTED    1 1
 JU0200
 JU0200.Superseded values are not recommended for survey control.
 JU0200
 JU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0200.See file dsdata.pdf to determine how the superseded data were derived.
 JU0200
 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 = JULY 24, 2026 22:12:30 EDT
 JU0061 ***********************************************************************
 JU0061  DESIGNATION -  B 68
 JU0061  PID         -  JU0061
 JU0061  STATE/COUNTY-  NJ/OCEAN
 JU0061  COUNTRY     -  US
 JU0061  USGS QUAD   -  FORKED RIVER (2019)
 JU0061
 JU0061                         *CURRENT SURVEY CONTROL
 JU0061  ______________________________________________________________________
 JU0061* NAD 83(1986) POSITION- 39 47 57.     (N) 074 11 51.     (W)   SCALED
 JU0061* NAVD 88 ORTHO HEIGHT -     4.213 (meters)       13.82  (feet) ADJUSTED
 JU0061  ______________________________________________________________________
 JU0061  GEOID HEIGHT    -        -33.123 (meters)                     GEOID18
 JU0061  DYNAMIC HEIGHT  -          4.211 (meters)       13.82  (feet) COMP
 JU0061  MODELED GRAVITY -    980,169.7   (mgal)                       NAVD 88
 JU0061
 JU0061  VERT ORDER      -  FIRST     CLASS II
 JU0061
 JU0061.The horizontal coordinates were scaled from a map and have
 JU0061.an estimated accuracy of +/- 6 seconds.
 JU0061
 JU0061.The orthometric height was determined by differential leveling and
 JU0061.adjusted by the NATIONAL GEODETIC SURVEY
 JU0061.in March 2001.
 JU0061
 JU0061.No vertical observational check was made to the station.
 JU0061
 JU0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0061.GEOID18 height accuracy estimate available here.
 JU0061
 JU0061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK687057(NAD 83)
 JU0061
 JU0061                          SUPERSEDED SURVEY CONTROL
 JU0061
 JU0061  NAVD 88 (06/15/91)    4.224  (m)           13.86   (f) SUPERSEDED  1 1
 JU0061  NGVD 29 (04/16/92)    4.599  (m)           15.09   (f) ADJUSTED    1 1
 JU0061  NGVD 29 (01/10/92)    4.599  (m)           15.09   (f) SUPERSEDED  1 1
 JU0061  NGVD 29 (??/??/87)    4.617  (m)           15.15   (f) SUPERSEDED  1 1
 JU0061
 JU0061.Superseded values are not recommended for survey control.
 JU0061
 JU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0061.See file dsdata.pdf to determine how the superseded data were derived.
 JU0061
 JU0061_MARKER: DB = BENCH MARK DISK
 JU0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0061_STAMPING: B 68 1964
 JU0061_MARK LOGO: CGS
 JU0061_PROJECTION: PROJECTING 3 CENTIMETERS
 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 SUITABLE FOR
 JU0061+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2025
 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  HISTORY     - 20250911 GOOD             AAAS
 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.
 JU0061
 JU0061                          STATION RECOVERY (2025)
 JU0061
 JU0061'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 JU0061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0016 ***********************************************************************
 JU0016  DESIGNATION -  B 69
 JU0016  PID         -  JU0016
 JU0016  STATE/COUNTY-  NJ/OCEAN
 JU0016  COUNTRY     -  US
 JU0016  USGS QUAD   -  SEASIDE PARK (2019)
 JU0016
 JU0016                         *CURRENT SURVEY CONTROL
 JU0016  ______________________________________________________________________
 JU0016* NAD 83(1986) POSITION- 39 55 51.     (N) 074 04 36.     (W)   SCALED
 JU0016* NAVD 88 ORTHO HEIGHT -     1.760 (meters)        5.77  (feet) ADJUSTED
 JU0016  ______________________________________________________________________
 JU0016  GEOID HEIGHT    -        -33.105 (meters)                     GEOID18
 JU0016  DYNAMIC HEIGHT  -          1.759 (meters)        5.77  (feet) COMP
 JU0016  MODELED GRAVITY -    980,163.9   (mgal)                       NAVD 88
 JU0016
 JU0016  VERT ORDER      -  FIRST     CLASS I
 JU0016
 JU0016.The horizontal coordinates were scaled from a map and have
 JU0016.an estimated accuracy of +/- 6 seconds.
 JU0016
 JU0016.The orthometric height was determined by differential leveling and
 JU0016.adjusted by the NATIONAL GEODETIC SURVEY
 JU0016.in June 1991.
 JU0016
 JU0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0016.GEOID18 height accuracy estimate available here.
 JU0016
 JU0016.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK788204(NAD 83)
 JU0016
 JU0016                          SUPERSEDED SURVEY CONTROL
 JU0016
 JU0016  NGVD 29 (04/16/92)    2.111  (m)            6.93   (f) ADJUSTED    1 1
 JU0016  NGVD 29 (??/??/87)    2.129  (m)            6.98   (f) SUPERSEDED  1 1
 JU0016
 JU0016.Superseded values are not recommended for survey control.
 JU0016
 JU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0016.See file dsdata.pdf to determine how the superseded data were derived.
 JU0016
 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 = JULY 24, 2026 22:12:30 EDT
 JU0080 ***********************************************************************
 JU0080  DESIGNATION -  B 7
 JU0080  PID         -  JU0080
 JU0080  STATE/COUNTY-  NJ/OCEAN
 JU0080  COUNTRY     -  US
 JU0080  USGS QUAD   -  WEST CREEK (2019)
 JU0080
 JU0080                         *CURRENT SURVEY CONTROL
 JU0080  ______________________________________________________________________
 JU0080* NAD 83(2011) POSITION- 39 41 44.30705(N) 074 15 33.88987(W)   ADJUSTED
 JU0080* NAD 83(2011) ELLIP HT-   -26.024 (meters)        (06/27/12)   ADJUSTED
 JU0080* NAD 83(2011) EPOCH   -  2010.00
 JU0080* NAVD 88 ORTHO HEIGHT -     7.252 (meters)       23.79  (feet) ADJUSTED
 JU0080  ______________________________________________________________________
 JU0080  GEOID HEIGHT    -        -33.254 (meters)                     GEOID18
 JU0080  NAD 83(2011) X  -  1,333,173.727 (meters)                     COMP
 JU0080  NAD 83(2011) Y  - -4,730,052.117 (meters)                     COMP
 JU0080  NAD 83(2011) Z  -  4,052,024.042 (meters)                     COMP
 JU0080  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 JU0080  DYNAMIC HEIGHT  -          7.249 (meters)       23.78  (feet) COMP
 JU0080  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 JU0080
 JU0080  VERT ORDER      -  FIRST     CLASS II
 JU0080
 JU0080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0080  Standards:
 JU0080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0080  -------------------------------------------------------------------
 JU0080  NETWORK    0.45   0.78           0.20   0.16   0.40     -0.05331694
 JU0080  -------------------------------------------------------------------
 JU0080  Click here for local accuracies and other accuracy information.
 JU0080
 JU0080.The horizontal coordinates were established by GPS observations
 JU0080.and adjusted by the National Geodetic Survey in June 2012.
 JU0080
 JU0080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0080.been affixed to the stable North American tectonic plate. See 
 JU0080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0080
 JU0080.The horizontal coordinates are valid at the epoch date displayed above
 JU0080.which is a decimal equivalence of Year/Month/Day.
 JU0080
 JU0080.The orthometric height was determined by differential leveling and
 JU0080.adjusted by the NATIONAL GEODETIC SURVEY
 JU0080.in February 2021.
 JU0080
 JU0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0080.GEOID18 height accuracy estimate available here.
 JU0080
 JU0080.Click photographs - Photos may exist for this station.
 JU0080
 JU0080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0080
 JU0080.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0080
 JU0080.The ellipsoidal height was determined by GPS observations
 JU0080.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0080
 JU0080;                    North         East     Units Scale Factor Converg.
 JU0080;SPC NJ       -    95,751.939   170,633.449   MT  0.99990524   +0 09 13.2
 JU0080;SPC NJ       -   314,146.15    559,819.91   sFT  0.99990524   +0 09 13.2
 JU0080;UTM  18      - 4,394,239.332   563,496.311   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6349694239(NAD 83)
 JU0080
 JU0080                          SUPERSEDED SURVEY CONTROL
 JU0080
 JU0080  NAD 83(2007)-  39 41 44.30732(N)    074 15 33.89016(W) AD(2002.00) B
 JU0080  ELLIP H (03/15/07)  -25.976  (m)                       GP(2002.00) 4 1
 JU0080  NAD 83(2007)-  39 41 44.30764(N)    074 15 33.89067(W) AD(2002.00) 0
 JU0080  ELLIP H (02/10/07)  -26.010  (m)                       GP(2002.00)    
 JU0080  ELLIP H (10/23/02)  -25.988  (m)                       GP(       ) 4 1
 JU0080  NAD 83(1996)-  39 41 44.30738(N)    074 15 33.89084(W) AD(       ) 1
 JU0080  ELLIP H (05/14/99)  -26.001  (m)                       GP(       ) 4 1
 JU0080  NAD 83(1986)-  39 41 44.30064(N)    074 15 33.88743(W) AD(       ) 1
 JU0080  NAVD 88               7.25   (m)           23.8    (f) LEVELING    3  
 JU0080  NAVD 88               7.35   (m)           24.1    (f) LEVELING    3  
 JU0080  NAVD 88 (06/15/91)    7.248  (m)           23.78   (f) SUPERSEDED  1 1
 JU0080  NGVD 29 (04/16/92)    7.630  (m)           25.03   (f) ADJUSTED    1 1
 JU0080  NGVD 29 (01/10/92)    7.630  (m)           25.03   (f) SUPERSEDED  1 1
 JU0080  NGVD 29 (??/??/87)    7.630  (m)           25.03   (f) SUPERSEDED  1 1
 JU0080
 JU0080.Superseded values are not recommended for survey control.
 JU0080
 JU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0080.See file dsdata.pdf to determine how the superseded data were derived.
 JU0080
 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 25.118
 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 09, 2025
 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  HISTORY     - 20061023 GOOD             NJGS
 JU0080  HISTORY     - 20190115 GOOD             NJGS
 JU0080  HISTORY     - 20200626 GOOD             NJGS
 JU0080  HISTORY     - 20250909 GOOD             AAAS
 JU0080
 JU0080                          STATION DESCRIPTION
 JU0080
 JU0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 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'RECOVERED AS DESCRIBED.
 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
 JU0080
 JU0080                          STATION RECOVERY (2006)
 JU0080
 JU0080'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (MVI)
 JU0080'RECOVERED AS DESCRIBED.
 JU0080
 JU0080                          STATION RECOVERY (2019)
 JU0080
 JU0080'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU0080'RECOVERED IN GOOD CONDITION.
 JU0080
 JU0080                          STATION RECOVERY (2020)
 JU0080
 JU0080'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0080'RECOVERED AS DESCRIBED.
 JU0080
 JU0080                          STATION RECOVERY (2025)
 JU0080
 JU0080'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 JU0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0793 ***********************************************************************
 KU0793  DESIGNATION -  B 70
 KU0793  PID         -  KU0793
 KU0793  STATE/COUNTY-  NJ/MONMOUTH
 KU0793  COUNTRY     -  US
 KU0793  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0793
 KU0793                         *CURRENT SURVEY CONTROL
 KU0793  ______________________________________________________________________
 KU0793* NAD 83(1986) POSITION- 40 19 32.65   (N) 073 58 32.74   (W)   HD_HELD1
 KU0793* NAVD 88 ORTHO HEIGHT -     4.175 (meters)       13.70  (feet) ADJUSTED
 KU0793  ______________________________________________________________________
 KU0793  GEOID HEIGHT    -        -32.707 (meters)                     GEOID18
 KU0793  DYNAMIC HEIGHT  -          4.173 (meters)       13.69  (feet) COMP
 KU0793  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 KU0793
 KU0793  VERT ORDER      -  FIRST     CLASS II
 KU0793
 KU0793.The horizontal coordinates were determined by differentially corrected
 KU0793.hand held GPS observations or other comparable positioning techniques
 KU0793.and have an estimated accuracy of +/- 3 meters.
 KU0793
 KU0793.The orthometric height was determined by differential leveling and
 KU0793.adjusted by the NATIONAL GEODETIC SURVEY
 KU0793.in July 2020.
 KU0793
 KU0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0793.GEOID18 height accuracy estimate available here.
 KU0793
 KU0793.Click photographs - Photos may exist for this station.
 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       -   165,811.7     194,549.0     MT  (+/- 3 meters HH1 GPS) 
 KU0793
 KU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8701264415(NAD 83)
 KU0793
 KU0793                          SUPERSEDED SURVEY CONTROL
 KU0793
 KU0793  NAVD 88 (06/15/91)    4.177  (m)           13.70   (f) SUPERSEDED  1 1
 KU0793  NGVD 29 (??/??/92)    4.538  (m)           14.89   (f) SUPERSEDED  1 1
 KU0793  NGVD 29 (04/16/92)    4.499  (m)           14.76   (f) ADJUSTED    1 1
 KU0793  NGVD 29 (01/10/92)    4.499  (m)           14.76   (f) SUPERSEDED  1 1
 KU0793
 KU0793.Superseded values are not recommended for survey control.
 KU0793
 KU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0793.See file dsdata.pdf to determine how the superseded data were derived.
 KU0793
 KU0793_MARKER: DB = BENCH MARK DISK
 KU0793_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU0793_SP_SET: BLOCK
 KU0793_STAMPING: B 70 1964
 KU0793_MARK LOGO: CGS
 KU0793_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0793+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2021
 KU0793
 KU0793  HISTORY     - Date     Condition        Report By
 KU0793  HISTORY     - 1964     MONUMENTED       CGS
 KU0793  HISTORY     - 1979     GOOD             NGS
 KU0793  HISTORY     - 19920710 GOOD             USPSQD
 KU0793  HISTORY     - 20080507 GOOD             NJGS
 KU0793  HISTORY     - 20150817 GOOD             NJGS
 KU0793  HISTORY     - 20181105 GOOD             NJGS
 KU0793  HISTORY     - 20211007 GOOD             AAAS
 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.
 KU0793
 KU0793                          STATION RECOVERY (2008)
 KU0793
 KU0793'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KU0793'RECOVERED AS DESCRIBED.
 KU0793
 KU0793                          STATION RECOVERY (2015)
 KU0793
 KU0793'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 KU0793'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) NORTHEAST FROM THE
 KU0793'BOROUGH OF FARMINGDALE, 7.5 MI (12.1 KM) NORTH-NORTHEAST FROM THE CITY
 KU0793'OF ASBURY PARK AND 1.7 MI (2.7 KM) NORTH-NORTHEAST FROM THE CITY OF
 KU0793'LONG BRANCH.
 KU0793
 KU0793                          STATION RECOVERY (2018)
 KU0793
 KU0793'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KU0793'THE MARK IS LOCATED ABOUT 13.6 MI (21.9 KM) NORTHEAST OF FARMINGDALE,
 KU0793'7.5 MI (12.1 KM) NORTH-NORTHEAST OF ASBURY PARK AND 1.7 MI (2.7 KM)
 KU0793'NORTH-NORTHEAST OF LONG BRANCH, IN MONMOUTH BEACH.
 KU0793'
 KU0793'TO REACH FROM THE INTERSECTION OF JOLINE AVENUE (NEW JERSEY STATE
 KU0793'ROUTE 36) AND OCEAN BOULEVARD, GO ABOUT 0.9 MI (1.4 KM) NORTH ON OCEAN
 KU0793'BOULEVARD TO THE STATION ON THE RIGHT.
 KU0793'
 KU0793'THE STATION IS ON THE GROUNDS OF THE MONMOUTH BEACH BATHING PAVILION,
 KU0793'SET ONTO ON THE SOUTHWEST CORNER OF THE WALL FOR THE SWIMMING POOL,
 KU0793'ABOUT 95 FT (29.0 M) EAST-SOUTHEAST OF THE CENTERLINE OF OCEAN
 KU0793'BOULEVARD, ABOUT 490 FT (149.4 M) SOUTH OF THE CENTERLINE OF VALENTINE
 KU0793'STREET.
 KU0793
 KU0793                          STATION RECOVERY (2021)
 KU0793
 KU0793'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 KU0793'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 KU0793'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0538 ***********************************************************************
 KV0538  DESIGNATION -  B 71
 KV0538  PID         -  KV0538
 KV0538  STATE/COUNTY-  NJ/MIDDLESEX
 KV0538  COUNTRY     -  US
 KV0538  USGS QUAD   -  PERTH AMBOY (2016)
 KV0538
 KV0538                         *CURRENT SURVEY CONTROL
 KV0538  ______________________________________________________________________
 KV0538* NAD 83(1986) POSITION- 40 31 49.     (N) 074 20 02.     (W)   SCALED
 KV0538* NAVD 88 ORTHO HEIGHT -    27.969 (meters)       91.76  (feet) ADJUSTED
 KV0538  ______________________________________________________________________
 KV0538  GEOID HEIGHT    -        -32.661 (meters)                     GEOID18
 KV0538  DYNAMIC HEIGHT  -         27.957 (meters)       91.72  (feet) COMP
 KV0538  MODELED GRAVITY -    980,207.0   (mgal)                       NAVD 88
 KV0538
 KV0538  VERT ORDER      -  FIRST     CLASS I
 KV0538
 KV0538.The horizontal coordinates were scaled from a map and have
 KV0538.an estimated accuracy of +/- 6 seconds.
 KV0538
 KV0538.The orthometric height was determined by differential leveling and
 KV0538.adjusted by the NATIONAL GEODETIC SURVEY
 KV0538.in June 1991.
 KV0538
 KV0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0538.GEOID18 height accuracy estimate available here.
 KV0538
 KV0538.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK564868(NAD 83)
 KV0538
 KV0538                          SUPERSEDED SURVEY CONTROL
 KV0538
 KV0538  NGVD 29 (04/16/92)   28.265  (m)           92.73   (f) ADJUSTED    1 1
 KV0538  NGVD 29 (01/10/92)   28.265  (m)           92.73   (f) SUPERSEDED  1 1
 KV0538  NGVD 29 (??/??/87)   28.327  (m)           92.94   (f) SUPERSEDED  1 1
 KV0538
 KV0538.Superseded values are not recommended for survey control.
 KV0538
 KV0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0538.See file dsdata.pdf to determine how the superseded data were derived.
 KV0538
 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 = JULY 24, 2026 22:12:30 EDT
 KV0278 ***********************************************************************
 KV0278  DESIGNATION -  B 72
 KV0278  PID         -  KV0278
 KV0278  STATE/COUNTY-  NJ/HUDSON
 KV0278  COUNTRY     -  US
 KV0278  USGS QUAD   -  JERSEY CITY (2019)
 KV0278
 KV0278                         *CURRENT SURVEY CONTROL
 KV0278  ______________________________________________________________________
 KV0278* NAD 83(1986) POSITION- 40 44 02.8    (N) 074 04 52.6    (W)   HD_HELD2
 KV0278* NAVD 88 ORTHO HEIGHT -     2.353 (meters)        7.72  (feet) ADJUSTED
 KV0278  ______________________________________________________________________
 KV0278  GEOID HEIGHT    -        -32.050 (meters)                     GEOID18
 KV0278  DYNAMIC HEIGHT  -          2.352 (meters)        7.72  (feet) COMP
 KV0278  MODELED GRAVITY -    980,239.3   (mgal)                       NAVD 88
 KV0278
 KV0278  VERT ORDER      -  FIRST     CLASS I
 KV0278
 KV0278.The horizontal coordinates were established by autonomous hand held GPS
 KV0278.observations and have an estimated accuracy of +/- 10 meters.
 KV0278
 KV0278.The orthometric height was determined by differential leveling and
 KV0278.adjusted by the NATIONAL GEODETIC SURVEY
 KV0278.in June 1991.
 KV0278
 KV0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0278.GEOID18 height accuracy estimate available here.
 KV0278
 KV0278.Click photographs - Photos may exist for this station.
 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       -   211,108.      185,367.      MT  (+/- 10 meters HH2 GPS)
 KV0278
 KV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7757609647(NAD 83)
 KV0278
 KV0278                          SUPERSEDED SURVEY CONTROL
 KV0278
 KV0278  NGVD 29 (04/16/92)    2.700  (m)            8.86   (f) ADJUSTED    1 1
 KV0278  NGVD 29 (??/??/87)    2.700  (m)            8.86   (f) SUPERSEDED  1 1
 KV0278
 KV0278.Superseded values are not recommended for survey control.
 KV0278
 KV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0278.See file dsdata.pdf to determine how the superseded data were derived.
 KV0278
 KV0278_MARKER: DB = BENCH MARK DISK
 KV0278_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0278_STAMPING: B 72 1965
 KV0278_MARK LOGO: CGS
 KV0278_PROJECTION: RECESSED 15 CENTIMETERS
 KV0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0278+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2024
 KV0278
 KV0278  HISTORY     - Date     Condition        Report By
 KV0278  HISTORY     - 1965     MONUMENTED       CGS
 KV0278  HISTORY     - 20011005 GOOD             LOCENG
 KV0278  HISTORY     - 20070608 POOR             GEOCAC
 KV0278  HISTORY     - 20240215 GOOD             AAAS
 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.
 KV0278
 KV0278                          STATION RECOVERY (2007)
 KV0278
 KV0278'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0278'THE DISK IS NOW FOUR INCHES BELOW THE SURFACE, AND SOUTH HALF OF THE
 KV0278'DISK IS BENT DOWNWARD AT A FIFTEEN DEGREE ANGLE.
 KV0278
 KV0278                          STATION RECOVERY (2024)
 KV0278
 KV0278'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV0278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0959 ***********************************************************************
 KV0959  DESIGNATION -  B 73
 KV0959  PID         -  KV0959
 KV0959  STATE/COUNTY-  NJ/MIDDLESEX
 KV0959  COUNTRY     -  US
 KV0959  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0959
 KV0959                         *CURRENT SURVEY CONTROL
 KV0959  ______________________________________________________________________
 KV0959* NAD 83(1986) POSITION- 40 28 29.     (N) 074 17 13.     (W)   SCALED
 KV0959* NAVD 88 ORTHO HEIGHT -    37.713 (meters)      123.73  (feet) ADJUSTED
 KV0959  ______________________________________________________________________
 KV0959  GEOID HEIGHT    -        -32.504 (meters)                     GEOID18
 KV0959  DYNAMIC HEIGHT  -         37.697 (meters)      123.68  (feet) COMP
 KV0959  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 KV0959
 KV0959  VERT ORDER      -  FIRST     CLASS II
 KV0959
 KV0959.The horizontal coordinates were scaled from a map and have
 KV0959.an estimated accuracy of +/- 6 seconds.
 KV0959
 KV0959.The orthometric height was determined by differential leveling and
 KV0959.adjusted by the NATIONAL GEODETIC SURVEY
 KV0959.in March 2001.
 KV0959
 KV0959.No vertical observational check was made to the station.
 KV0959
 KV0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0959.GEOID18 height accuracy estimate available here.
 KV0959
 KV0959.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK604806(NAD 83)
 KV0959
 KV0959                          SUPERSEDED SURVEY CONTROL
 KV0959
 KV0959  NAVD 88 (06/15/91)   37.718  (m)          123.75   (f) SUPERSEDED  1 2
 KV0959  NGVD 29 (??/??/92)   38.062  (m)          124.88   (f) SUPERSEDED  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
 KV0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0959.See file dsdata.pdf to determine how the superseded data were derived.
 KV0959
 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 = JULY 24, 2026 22:12:30 EDT
 KV1121 ***********************************************************************
 KV1121  DESIGNATION -  B 74
 KV1121  PID         -  KV1121
 KV1121  STATE/COUNTY-  NJ/MIDDLESEX
 KV1121  COUNTRY     -  US
 KV1121  USGS QUAD   -  HIGHTSTOWN (2019)
 KV1121
 KV1121                         *CURRENT SURVEY CONTROL
 KV1121  ______________________________________________________________________
 KV1121* NAD 83(1986) POSITION- 40 19 24.48   (N) 074 30 25.67   (W)   HD_HELD1
 KV1121* NAVD 88 ORTHO HEIGHT -    32.328 (meters)      106.06  (feet) ADJUSTED
 KV1121  ______________________________________________________________________
 KV1121  GEOID HEIGHT    -        -32.807 (meters)                     GEOID18
 KV1121  DYNAMIC HEIGHT  -         32.314 (meters)      106.02  (feet) COMP
 KV1121  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 KV1121
 KV1121  VERT ORDER      -  FIRST     CLASS II
 KV1121
 KV1121.The horizontal coordinates were determined by differentially corrected
 KV1121.hand held GPS observations or other comparable positioning techniques
 KV1121.and have an estimated accuracy of +/- 3 meters.
 KV1121
 KV1121.The orthometric height was determined by differential leveling and
 KV1121.adjusted by the NATIONAL GEODETIC SURVEY
 KV1121.in June 1991.
 KV1121
 KV1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1121.GEOID18 height accuracy estimate available here.
 KV1121
 KV1121.Click photographs - Photos may exist for this station.
 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       -   165,427.8     149,394.0     MT  (+/- 3 meters HH1 GPS) 
 KV1121
 KV1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4187263776(NAD 83)
 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
 KV1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1121.See file dsdata.pdf to determine how the superseded data were derived.
 KV1121
 KV1121_MARKER: DV = VERTICAL CONTROL DISK
 KV1121_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV1121+WITH SETTING: INTO GROUND
 KV1121_STAMPING: B 74 1974
 KV1121_MARK LOGO: NGS
 KV1121_PROJECTION: RECESSED 5 CENTIMETERS
 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 - May 06, 2014
 KV1121
 KV1121  HISTORY     - Date     Condition        Report By
 KV1121  HISTORY     - 1974     MONUMENTED       NGS
 KV1121  HISTORY     - 19910628 GOOD             NJGS
 KV1121  HISTORY     - 19911112 GOOD             NJGS
 KV1121  HISTORY     - 20140506 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.
 KV1121
 KV1121                          STATION RECOVERY (2014)
 KV1121
 KV1121'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV1121'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH-SOUTHEAST OF
 KV1121'MONMOUTH JUNCTION, 4.0 MI (6.4 KM) WEST-SOUTHWEST OF JAMESBURG AND 3.8
 KV1121'MI (6.1 KM) NORTH-NORTHEAST OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 KV1121'
 KV1121'THE STATION IS ABOUT 0.45 MI (0.7 KM) NORTH ON U.S. HIGHWAY 130 FROM
 KV1121'THE SKEWED JUNCTION WITH CRANBURY-SOUTH RIVER ROAD (COUNTY ROUTE 535).
 KV1121'THE STATION IS 31.2 FT (9.5 M) SOUTHEAST OF THE NORTHBOUND LANES OF
 KV1121'U.S. HIGHWAY 130, 7.3 FT (2.2 M) SOUTHEAST OF THE EAST CURB OF U.S.
 KV1121'HIGHWAY 130, 51.3 FT (15.6 M) NORTHWEST OF THE CENTER TOP OF A
 KV1121'DRAINAGE PIPE AT THE SOUTH END OF A CONCRETE DRAINAGE SWALE, 118.0 FT
 KV1121'(36.0 M) EAST-SOUTHEAST AND ACROSS THE HIGHWAY FROM POLE NUMBER 60393,
 KV1121'100.3 FT (30.6 M) NORTH-NORTHEAST OF MILE POST 72.5, 97.3 FT (29.7 M)
 KV1121'SOUTH OF THE CENTER OF AN INLET CURB PIECE (PREVIOUSLY DESCRIBED IN
 KV1121'1974 AS A SIPHON), 44.8 FT (13.7 M) NORTH-NORTHEAST OF A 3 FT (0.9 M)
 KV1121'OAK TREE, 170 FT (51.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF AN EXIT
 KV1121'DRIVEWAY FROM A BUSINESS (GTECH CORPORATION).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1078 ***********************************************************************
 KV1078  DESIGNATION -  B 75
 KV1078  PID         -  KV1078
 KV1078  STATE/COUNTY-  NJ/MERCER
 KV1078  COUNTRY     -  US
 KV1078  USGS QUAD   -  TRENTON WEST (2016)
 KV1078
 KV1078                         *CURRENT SURVEY CONTROL
 KV1078  ______________________________________________________________________
 KV1078* NAD 83(1986) POSITION- 40 11 28.     (N) 074 45 14.     (W)   SCALED
 KV1078* NAVD 88 ORTHO HEIGHT -     4.713 (meters)       15.46  (feet) ADJUSTED
 KV1078  ______________________________________________________________________
 KV1078  GEOID HEIGHT    -        -33.046 (meters)                     GEOID18
 KV1078  DYNAMIC HEIGHT  -          4.711 (meters)       15.46  (feet) COMP
 KV1078  MODELED GRAVITY -    980,184.0   (mgal)                       NAVD 88
 KV1078
 KV1078  VERT ORDER      -  FIRST     CLASS II
 KV1078
 KV1078.The horizontal coordinates were scaled from a map and have
 KV1078.an estimated accuracy of +/- 6 seconds.
 KV1078
 KV1078.The orthometric height was determined by differential leveling and
 KV1078.adjusted by the NATIONAL GEODETIC SURVEY
 KV1078.in June 1991.
 KV1078
 KV1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1078.GEOID18 height accuracy estimate available here.
 KV1078
 KV1078.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK209489(NAD 83)
 KV1078
 KV1078                          SUPERSEDED SURVEY CONTROL
 KV1078
 KV1078  NGVD 29 (??/??/92)    5.049  (m)           16.56   (f) SUPERSEDED  1 2
 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
 KV1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1078.See file dsdata.pdf to determine how the superseded data were derived.
 KV1078
 KV1078_MARKER: DV = VERTICAL CONTROL DISK
 KV1078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1078_STAMPING: B 75 1974
 KV1078_MARK LOGO: NGS
 KV1078_MAGNETIC: I = MARKER IS A STEEL ROD
 KV1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1078_ROD/PIPE-DEPTH: 12.2 meters
 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 = JULY 24, 2026 22:12:30 EDT
 KV1161 ***********************************************************************
 KV1161  TIDAL BM    -  This is a Tidal Bench Mark.
 KV1161  DESIGNATION -  B 76
 KV1161  PID         -  KV1161
 KV1161  STATE/COUNTY-  NJ/BURLINGTON
 KV1161  COUNTRY     -  US
 KV1161  USGS QUAD   -  BRISTOL (2019)
 KV1161
 KV1161                         *CURRENT SURVEY CONTROL
 KV1161  ______________________________________________________________________
 KV1161* NAD 83(1986) POSITION- 40 04 01.50   (N) 074 52 23.46   (W)   HD_HELD1
 KV1161* NAVD 88 ORTHO HEIGHT -     5.118 (meters)       16.79  (feet) ADJUSTED
 KV1161  ______________________________________________________________________
 KV1161  GEOID HEIGHT    -        -32.856 (meters)                     GEOID18
 KV1161  DYNAMIC HEIGHT  -          5.116 (meters)       16.78  (feet) COMP
 KV1161  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 KV1161
 KV1161  VERT ORDER      -  FIRST     CLASS II
 KV1161
 KV1161.The horizontal coordinates were determined by differentially corrected
 KV1161.hand held GPS observations or other comparable positioning techniques
 KV1161.and have an estimated accuracy of +/- 3 meters.
 KV1161
 KV1161.The orthometric height was determined by differential leveling and
 KV1161.adjusted by the NATIONAL GEODETIC SURVEY
 KV1161.in June 1991.
 KV1161
 KV1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1161.GEOID18 height accuracy estimate available here.
 KV1161
 KV1161.This Tidal Bench Mark is designated as VM 2889
 KV1161.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV1161
 KV1161.Click photographs - Photos may exist for this station.
 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       -   137,029.0     118,166.8     MT  (+/- 3 meters HH1 GPS) 
 KV1161
 KV1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1081435210(NAD 83)
 KV1161
 KV1161                          SUPERSEDED SURVEY CONTROL
 KV1161
 KV1161  NGVD 29 (??/??/92)    5.480  (m)           17.98   (f) SUPERSEDED  1 2
 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
 KV1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1161.See file dsdata.pdf to determine how the superseded data were derived.
 KV1161
 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  HISTORY     - 20080404 GOOD             INDIV
 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.
 KV1161
 KV1161                          STATION RECOVERY (2008)
 KV1161
 KV1161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JPT)
 KV1161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2947 ***********************************************************************
 KV2947  DESIGNATION -  B 77
 KV2947  PID         -  KV2947
 KV2947  STATE/COUNTY-  NJ/WARREN
 KV2947  COUNTRY     -  US
 KV2947  USGS QUAD   -  EASTON (2019)
 KV2947
 KV2947                         *CURRENT SURVEY CONTROL
 KV2947  ______________________________________________________________________
 KV2947* NAD 83(1986) POSITION- 40 40 25.     (N) 075 08 18.     (W)   SCALED
 KV2947* NAVD 88 ORTHO HEIGHT -   115.728 (meters)      379.68  (feet) ADJUSTED
 KV2947  ______________________________________________________________________
 KV2947  GEOID HEIGHT    -        -34.004 (meters)                     GEOID18
 KV2947  DYNAMIC HEIGHT  -        115.674 (meters)      379.51  (feet) COMP
 KV2947  MODELED GRAVITY -    980,155.5   (mgal)                       NAVD 88
 KV2947
 KV2947  VERT ORDER      -  FIRST     CLASS II
 KV2947
 KV2947.The horizontal coordinates were scaled from a map and have
 KV2947.an estimated accuracy of +/- 6 seconds.
 KV2947
 KV2947.The orthometric height was determined by differential leveling and
 KV2947.adjusted by the NATIONAL GEODETIC SURVEY
 KV2947.in June 1991.
 KV2947
 KV2947.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2947.GEOID18 height accuracy estimate available here.
 KV2947
 KV2947.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL883025(NAD 83)
 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
 KV2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2947.See file dsdata.pdf to determine how the superseded data were derived.
 KV2947
 KV2947_MARKER: DV = VERTICAL CONTROL DISK
 KV2947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2947_STAMPING: B 77 1978
 KV2947_MARK LOGO: NGS
 KV2947_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = JULY 24, 2026 22:12:30 EDT
 KV2923 ***********************************************************************
 KV2923  DESIGNATION -  B 78
 KV2923  PID         -  KV2923
 KV2923  STATE/COUNTY-  NJ/SOMERSET
 KV2923  COUNTRY     -  US
 KV2923  USGS QUAD   -  RARITAN (2019)
 KV2923
 KV2923                         *CURRENT SURVEY CONTROL
 KV2923  ______________________________________________________________________
 KV2923* NAD 83(1986) POSITION- 40 36 16.     (N) 074 41 47.     (W)   SCALED
 KV2923* NAVD 88 ORTHO HEIGHT -    55.858 (meters)      183.26  (feet) ADJUSTED
 KV2923  ______________________________________________________________________
 KV2923  GEOID HEIGHT    -        -33.454 (meters)                     GEOID18
 KV2923  DYNAMIC HEIGHT  -         55.833 (meters)      183.18  (feet) COMP
 KV2923  MODELED GRAVITY -    980,178.7   (mgal)                       NAVD 88
 KV2923
 KV2923  VERT ORDER      -  FIRST     CLASS II
 KV2923
 KV2923.The horizontal coordinates were scaled from a map and have
 KV2923.an estimated accuracy of +/- 6 seconds.
 KV2923
 KV2923.The orthometric height was determined by differential leveling and
 KV2923.adjusted by the NATIONAL GEODETIC SURVEY
 KV2923.in June 1991.
 KV2923
 KV2923.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2923.GEOID18 height accuracy estimate available here.
 KV2923
 KV2923.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK256948(NAD 83)
 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
 KV2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2923.See file dsdata.pdf to determine how the superseded data were derived.
 KV2923
 KV2923_MARKER: DV = VERTICAL CONTROL DISK
 KV2923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2923_STAMPING: B 78 1978
 KV2923_MARK LOGO: NGS
 KV2923_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = JULY 24, 2026 22:12:30 EDT
 JU2313 ***********************************************************************
 JU2313  DESIGNATION -  B 79
 JU2313  PID         -  JU2313
 JU2313  STATE/COUNTY-  NJ/CAPE MAY
 JU2313  COUNTRY     -  US
 JU2313  USGS QUAD   -  HEISLERVILLE (2019)
 JU2313
 JU2313                         *CURRENT SURVEY CONTROL
 JU2313  ______________________________________________________________________
 JU2313* NAD 83(1986) POSITION- 39 12 48.43   (N) 074 54 19.10   (W)   HD_HELD1
 JU2313* NAVD 88 ORTHO HEIGHT -     4.047 (meters)       13.28  (feet) ADJUSTED
 JU2313  ______________________________________________________________________
 JU2313  GEOID HEIGHT    -        -34.635 (meters)                     GEOID18
 JU2313  DYNAMIC HEIGHT  -          4.045 (meters)       13.27  (feet) COMP
 JU2313  MODELED GRAVITY -    980,089.9   (mgal)                       NAVD 88
 JU2313
 JU2313  VERT ORDER      -  FIRST     CLASS II
 JU2313
 JU2313.The horizontal coordinates were determined by differentially corrected
 JU2313.hand held GPS observations or other comparable positioning techniques
 JU2313.and have an estimated accuracy of +/- 3 meters.
 JU2313
 JU2313.The orthometric height was determined by differential leveling and
 JU2313.adjusted by the NATIONAL GEODETIC SURVEY
 JU2313.in June 1991.
 JU2313
 JU2313.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2313.GEOID18 height accuracy estimate available here.
 JU2313
 JU2313.Click photographs - Photos may exist for this station.
 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       -    42,273.4     114,999.0     MT  (+/- 3 meters HH1 GPS) 
 JU2313
 JU2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0817540468(NAD 83)
 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
 JU2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2313.See file dsdata.pdf to determine how the superseded data were derived.
 JU2313
 JU2313_MARKER: DB = BENCH MARK DISK
 JU2313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU2416 ***********************************************************************
 JU2416  DESIGNATION -  B 80
 JU2416  PID         -  JU2416
 JU2416  STATE/COUNTY-  NJ/ATLANTIC
 JU2416  COUNTRY     -  US
 JU2416  USGS QUAD   -  OCEAN CITY (2019)
 JU2416
 JU2416                         *CURRENT SURVEY CONTROL
 JU2416  ______________________________________________________________________
 JU2416* NAD 83(2011) POSITION- 39 18 26.45499(N) 074 37 08.13719(W)   ADJUSTED
 JU2416* NAD 83(2011) ELLIP HT-   -29.693 (meters)        (06/27/12)   ADJUSTED
 JU2416* NAD 83(2011) EPOCH   -  2010.00
 JU2416* NAVD 88 ORTHO HEIGHT -     4.751 (meters)       15.59  (feet) ADJUSTED
 JU2416  ______________________________________________________________________
 JU2416  GEOID HEIGHT    -        -34.458 (meters)                     GEOID18
 JU2416  NAD 83(2011) X  -  1,310,740.708 (meters)                     COMP
 JU2416  NAD 83(2011) Y  - -4,764,761.429 (meters)                     COMP
 JU2416  NAD 83(2011) Z  -  4,018,757.765 (meters)                     COMP
 JU2416  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 JU2416  DYNAMIC HEIGHT  -          4.748 (meters)       15.58  (feet) COMP
 JU2416  MODELED GRAVITY -    980,103.9   (mgal)                       NAVD 88
 JU2416
 JU2416  VERT ORDER      -  FIRST     CLASS II
 JU2416
 JU2416  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2416  Standards:
 JU2416         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2416            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2416  -------------------------------------------------------------------
 JU2416  NETWORK    0.65   2.04           0.29   0.24   1.04      0.02719309
 JU2416  -------------------------------------------------------------------
 JU2416  Click here for local accuracies and other accuracy information.
 JU2416
 JU2416.The horizontal coordinates were established by GPS observations
 JU2416.and adjusted by the National Geodetic Survey in June 2012.
 JU2416
 JU2416.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2416.been affixed to the stable North American tectonic plate. See 
 JU2416.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2416
 JU2416.The horizontal coordinates are valid at the epoch date displayed above
 JU2416.which is a decimal equivalence of Year/Month/Day.
 JU2416
 JU2416.The orthometric height was determined by differential leveling and
 JU2416.adjusted by the NATIONAL GEODETIC SURVEY
 JU2416.in June 1991.
 JU2416
 JU2416.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2416.GEOID18 height accuracy estimate available here.
 JU2416
 JU2416.Click photographs - Photos may exist for this station.
 JU2416
 JU2416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2416
 JU2416.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2416
 JU2416.The ellipsoidal height was determined by GPS observations
 JU2416.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2416
 JU2416;                    North         East     Units Scale Factor Converg.
 JU2416;SPC NJ       -    52,625.152   139,743.525   MT  0.99990129   -0 04 31.2
 JU2416;SPC NJ       -   172,654.35    458,475.21   sFT  0.99990129   -0 04 31.2
 JU2416;UTM  18      - 4,350,953.503   532,854.595   MT  0.99961329   +0 14 29.1
 JU2416
 JU2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2416!SPC NJ       -   1.00000466  x   0.99990129  =   0.99990595
 JU2416!UTM  18      -   1.00000466  x   0.99961329  =   0.99961795
 JU2416
 JU2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3285450953(NAD 83)
 JU2416
 JU2416                          SUPERSEDED SURVEY CONTROL
 JU2416
 JU2416  NAD 83(2007)-  39 18 26.45512(N)    074 37 08.13763(W) AD(2002.00) B
 JU2416  ELLIP H (03/15/07)  -29.670  (m)                       GP(2002.00) 4 1
 JU2416  NAVD 88               4.75   (m)           15.6    (f) LEVELING    3  
 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
 JU2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2416.See file dsdata.pdf to determine how the superseded data were derived.
 JU2416
 JU2416_MARKER: DV = VERTICAL CONTROL DISK
 JU2416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - January 23, 2017
 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  HISTORY     - 20061017 GOOD             NJGS
 JU2416  HISTORY     - 20100804 GOOD             INDIV
 JU2416  HISTORY     - 20170123 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.
 JU2416
 JU2416                          STATION RECOVERY (2006)
 JU2416
 JU2416'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU2416'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP, IN A TRIANGULAR SHAPED
 JU2416'GRASSY SLOPE AREA BETWEEN THE CURRENTLY CLOSED US HIGHWAY 9 TO THE
 JU2416'NORTHWEST, THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY NEAR THE
 JU2416'TOLL PLAZA AT MILE POST 28.8 AND THE GARDEN STATE PARKWAY MAINTENANCE
 JU2416'YARD TO THE SOUTHEAST.  THERE IS A RADIO TOWER AT THE FACILITY.
 JU2416'
 JU2416'TO REACH THE STATION FROM THE SOUTHBOUND LANES OF THE GARDEN STATE
 JU2416'PARKWAY AT MILE POST 28.8, TURN RIGHT INTO THE MAINTENANCE FACILITY
 JU2416'YARD, PROCEED THRU THE FACILITY TO THE EXIT DRIVE TO THE CLOSED US
 JU2416'HIGHWAY 9, TURN RIGHT AND GO ABOUT 0.05 MI (0.08 KM) NORTHEAST TO THE
 JU2416'STATION ON THE RIGHT.
 JU2416'
 JU2416'THE STATION IS 33.5 FT (10.2 M) SOUTHEAST OF THE SOUTHEAST GUARDRAIL,
 JU2416'100.3 FT (30.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF PAVING OF THE
 JU2416'SOUTHBOUND LANES OF THE PARKWAY, 128.3 FT (39.1 M) WEST OF THE
 JU2416'MILEPOST SIGN 28.8, 2.7 FT (0.8 M) NORTHWEST OF A GREEN USGS WELL PIPE
 JU2416'AND BOX WHICH PROJECTS ABOUT 4.0 FT, 1.5 FT (0.5 M) SOUTHEAST OF A
 JU2416'METAL NJGS WITNESS SIGN POST.
 JU2416
 JU2416                          STATION RECOVERY (2010)
 JU2416
 JU2416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 JU2416'RECOVERED AS DESCRIBED IN 2006 EXCEPT THAT THE STATION IS LOCATED IN
 JU2416'THE CITY OF SOMERS POINT. STATION CAN ALSO BE REACHED FROM THE
 JU2416'CURRENTLY CLOSED SECTION OF U.S. HIGHWAY 9.
 JU2416
 JU2416                          STATION RECOVERY (2017)
 JU2416
 JU2416'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU2416'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2343 ***********************************************************************
 JU2343  DESIGNATION -  B 81
 JU2343  PID         -  JU2343
 JU2343  STATE/COUNTY-  NJ/CAPE MAY
 JU2343  COUNTRY     -  US
 JU2343  USGS QUAD   -  STONE HARBOR (2019)
 JU2343
 JU2343                         *CURRENT SURVEY CONTROL
 JU2343  ______________________________________________________________________
 JU2343* NAD 83(1986) POSITION- 39 05 11.     (N) 074 49 03.     (W)   SCALED
 JU2343* NAVD 88 ORTHO HEIGHT -     4.744 (meters)       15.56  (feet) ADJUSTED
 JU2343  ______________________________________________________________________
 JU2343  GEOID HEIGHT    -        -35.176 (meters)                     GEOID18
 JU2343  DYNAMIC HEIGHT  -          4.742 (meters)       15.56  (feet) COMP
 JU2343  MODELED GRAVITY -    980,066.3   (mgal)                       NAVD 88
 JU2343
 JU2343  VERT ORDER      -  FIRST     CLASS II
 JU2343
 JU2343.The horizontal coordinates were scaled from a map and have
 JU2343.an estimated accuracy of +/- 6 seconds.
 JU2343
 JU2343.The orthometric height was determined by differential leveling and
 JU2343.adjusted by the NATIONAL GEODETIC SURVEY
 JU2343.in May 2012.
 JU2343
 JU2343.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2343.GEOID18 height accuracy estimate available here.
 JU2343
 JU2343.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ157263(NAD 83)
 JU2343
 JU2343                          SUPERSEDED SURVEY CONTROL
 JU2343
 JU2343  NAVD 88 (06/15/91)    4.738  (m)           15.54   (f) SUPERSEDED  1 2
 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
 JU2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2343.See file dsdata.pdf to determine how the superseded data were derived.
 JU2343
 JU2343_MARKER: DV = VERTICAL CONTROL DISK
 JU2343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2343_STAMPING: B 81 1979
 JU2343_MARK LOGO: NGS
 JU2343_PROJECTION: RECESSED 30 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 - July 12, 2009
 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  HISTORY     - 20090712 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.
 JU2343
 JU2343                          STATION RECOVERY (2009)
 JU2343
 JU2343'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 JU2343'STATION RECOVERED IN GOOD CONDITION.
 JU2343'
 JU2343'NOTE CHANGES-THE STATION IS ABOUT 0.1 MI (0.2 KM) SOUTHEAST FROM US
 JU2343'HIGHWAY 9, AT THE ENTRANCE DRIVEWAY TO THE FRONT OF THE CAPE MAY
 JU2343'REGIONAL MEDICAL CENTER AT THE NORTHWEST END OF THE PARKING AREA.  A
 JU2343'METAL WITNESS POST WAS PLACED 1 FT (0.3 M) EAST OF THE STATION.  THE
 JU2343'STATION IS INSIDE A 4 INCH (10 CM) PVC PIPE WITH CAP WHICH IS ABOUT 12
 JU2343'INCH (30 CM) BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2232 ***********************************************************************
 JU2232  DESIGNATION -  B 82
 JU2232  PID         -  JU2232
 JU2232  STATE/COUNTY-  NJ/SALEM
 JU2232  COUNTRY     -  US
 JU2232  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2232
 JU2232                         *CURRENT SURVEY CONTROL
 JU2232  ______________________________________________________________________
 JU2232* NAD 83(1986) POSITION- 39 39 35.50   (N) 075 30 53.28   (W)   HD_HELD1
 JU2232* NAVD 88 ORTHO HEIGHT -     2.557 (meters)        8.39  (feet) ADJUSTED
 JU2232  ______________________________________________________________________
 JU2232  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 JU2232  DYNAMIC HEIGHT  -          2.556 (meters)        8.39  (feet) COMP
 JU2232  MODELED GRAVITY -    980,152.8   (mgal)                       NAVD 88
 JU2232
 JU2232  VERT ORDER      -  FIRST     CLASS II
 JU2232
 JU2232.The horizontal coordinates were determined by differentially corrected
 JU2232.hand held GPS observations or other comparable positioning techniques
 JU2232.and have an estimated accuracy of +/- 3 meters.
 JU2232
 JU2232.The orthometric height was determined by differential leveling and
 JU2232.adjusted by the NATIONAL GEODETIC SURVEY
 JU2232.in June 1991.
 JU2232
 JU2232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2232.GEOID18 height accuracy estimate available here.
 JU2232
 JU2232.Click photographs - Photos may exist for this station.
 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       -    92,244.3      62,921.7     MT  (+/- 3 meters HH1 GPS) 
 JU2232
 JU2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5583990132(NAD 83)
 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
 JU2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2232.See file dsdata.pdf to determine how the superseded data were derived.
 JU2232
 JU2232_MARKER: DV = VERTICAL CONTROL DISK
 JU2232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2232_STAMPING: B 82 1979
 JU2232_MARK LOGO: NGS
 JU2232_PROJECTION: PROJECTING
 JU2232_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2232+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2020
 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  HISTORY     - 20070523 GOOD             UE
 JU2232  HISTORY     - 20200323 GOOD             NJGS
 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.
 JU2232
 JU2232                          STATION RECOVERY (2007)
 JU2232
 JU2232'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2232'RECOVERED IN GOOD CONDITION.
 JU2232
 JU2232                          STATION RECOVERY (2020)
 JU2232
 JU2232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0940 ***********************************************************************
 JU0940  DESIGNATION -  B 9
 JU0940  PID         -  JU0940
 JU0940  STATE/COUNTY-  NJ/CUMBERLAND
 JU0940  COUNTRY     -  US
 JU0940  USGS QUAD   -  MILLVILLE (2019)
 JU0940
 JU0940                         *CURRENT SURVEY CONTROL
 JU0940  ______________________________________________________________________
 JU0940* NAD 83(1986) POSITION- 39 23 54.49   (N) 075 02 18.20   (W)   HD_HELD1
 JU0940* NAVD 88 ORTHO HEIGHT -    10.740 (meters)       35.24  (feet) ADJUSTED
 JU0940  ______________________________________________________________________
 JU0940  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 JU0940  DYNAMIC HEIGHT  -         10.735 (meters)       35.22  (feet) COMP
 JU0940  MODELED GRAVITY -    980,124.2   (mgal)                       NAVD 88
 JU0940
 JU0940  VERT ORDER      -  FIRST     CLASS II
 JU0940
 JU0940.The horizontal coordinates were determined by differentially corrected
 JU0940.hand held GPS observations or other comparable positioning techniques
 JU0940.and have an estimated accuracy of +/- 3 meters.
 JU0940
 JU0940.The orthometric height was determined by differential leveling and
 JU0940.adjusted by the NATIONAL GEODETIC SURVEY
 JU0940.in June 1991.
 JU0940
 JU0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0940.GEOID18 height accuracy estimate available here.
 JU0940
 JU0940.Click photographs - Photos may exist for this station.
 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       -    62,872.1     103,628.5     MT  (+/- 3 meters HH1 GPS) 
 JU0940
 JU0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9669460997(NAD 83)
 JU0940
 JU0940                          SUPERSEDED SURVEY CONTROL
 JU0940
 JU0940  NGVD 29 (04/16/92)   11.072  (m)           36.33   (f) ADJUSTED    1 2
 JU0940  NGVD 29 (01/10/92)   11.072  (m)           36.33   (f) SUPERSEDED  1 2
 JU0940  NGVD 29 (??/??/87)   11.140  (m)           36.55   (f) SUPERSEDED  1 2
 JU0940
 JU0940.Superseded values are not recommended for survey control.
 JU0940
 JU0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0940.See file dsdata.pdf to determine how the superseded data were derived.
 JU0940
 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 - May 05, 2013
 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     - 20030610 GOOD             NJGS
 JU0940  HISTORY     - 20050913 GOOD             NJDEP
 JU0940  HISTORY     - 20080611 GOOD             UE
 JU0940  HISTORY     - 20110706 GOOD             NJGS
 JU0940  HISTORY     - 20130505 GOOD             PROFLN
 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 (2003)
 JU0940
 JU0940'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU0940'RECOVERED AS DESCRIBED.
 JU0940
 JU0940                          STATION RECOVERY (2005)
 JU0940
 JU0940'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU0940'RECOVERED IN GOOD CONDITION.
 JU0940
 JU0940                          STATION RECOVERY (2008)
 JU0940
 JU0940'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0940'RECOVERED IN GOOD CONDITION.
 JU0940
 JU0940                          STATION RECOVERY (2011)
 JU0940
 JU0940'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0940'RECOVERED AS DESCRIBED.
 JU0940
 JU0940                          STATION RECOVERY (2013)
 JU0940
 JU0940'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2013 (JRO)
 JU0940'RECOVERED AND PHOTOGRAPHED.  THE MARK IS IN THE SOUTH FACE OF THE
 JU0940'BUILDING AT THE NORTHWEST CORNER OF THE INTERSECTION OF HIGH AND
 JU0940'MULBERRY STREETS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4246 ***********************************************************************
 KV4246  DESIGNATION -  B AND W 1931
 KV4246  PID         -  KV4246
 KV4246  STATE/COUNTY-  NJ/HUDSON
 KV4246  COUNTRY     -  US
 KV4246  USGS QUAD   -  JERSEY CITY (2019)
 KV4246
 KV4246                         *CURRENT SURVEY CONTROL
 KV4246  ______________________________________________________________________
 KV4246* NAD 83(1996) POSITION- 40 38 54.92619(N) 074 07 22.06152(W)   ADJUSTED
 KV4246* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV4246  ______________________________________________________________________
 KV4246  GEOID HEIGHT    -        -32.194 (meters)                     GEOID18
 KV4246  LAPLACE CORR    -          5.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4246.GEOID18 height accuracy estimate available here.
 KV4246
 KV4246.Click photographs - Photos may exist for this station.
 KV4246
 KV4246.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4246
 KV4246. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000432  x   0.99991252  =   0.99991684
 KV4246!SPC NY L     -   1.00000432  x   1.00000105  =   1.00000537
 KV4246!UTM  18      -   1.00000432  x   0.99966770  =   0.99967202
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7416500118(NAD 83)
 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
 KV4246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4246.See file dsdata.pdf to determine how the superseded data were derived.
 KV4246
 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 = JULY 24, 2026 22:12:30 EDT
 KU2826 ***********************************************************************
 KU2826  DESIGNATION -  B TOWER 2 USCA 1940
 KU2826  PID         -  KU2826
 KU2826  STATE/COUNTY-  NJ/MONMOUTH
 KU2826  COUNTRY     -  US
 KU2826  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2826
 KU2826                         *CURRENT SURVEY CONTROL
 KU2826  ______________________________________________________________________
 KU2826* NAD 83(1996) POSITION- 40 26 26.32838(N) 073 59 04.30221(W)   ADJUSTED
 KU2826* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2826  ______________________________________________________________________
 KU2826  GEOID HEIGHT    -        -32.519 (meters)                     GEOID18
 KU2826  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2826.GEOID18 height accuracy estimate available here.
 KU2826
 KU2826.Click photographs - Photos may exist for this station.
 KU2826
 KU2826.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2826
 KU2826. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000484  x   0.99992353  =   0.99992837
 KU2826!UTM  18      -   1.00000484  x   0.99969130  =   0.99969614
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8612177161(NAD 83)
 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
 KU2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2826.See file dsdata.pdf to determine how the superseded data were derived.
 KU2826
 KU2826_MARKER: DD = SURVEY DISK
 KU2826_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV6459 ***********************************************************************
 KV6459  DESIGNATION -  B+O 10
 KV6459  PID         -  KV6459
 KV6459  STATE/COUNTY-  NJ/UNION
 KV6459  COUNTRY     -  US
 KV6459  USGS QUAD   -  ARTHUR KILL (2019)
 KV6459
 KV6459                         *CURRENT SURVEY CONTROL
 KV6459  ______________________________________________________________________
 KV6459* NAD 83(1996) POSITION- 40 36 14.33577(N) 074 12 16.97232(W)   ADJUSTED
 KV6459* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) VERTCON3
 KV6459  ______________________________________________________________________
 KV6459  GEOID HEIGHT    -        -32.389 (meters)                     GEOID18
 KV6459  LAPLACE CORR    -          5.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6459.GEOID18 height accuracy estimate available here.
 KV6459
 KV6459.Click photographs - Photos may exist for this station.
 KV6459
 KV6459.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6459
 KV6459. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000466  x   0.99990768  =   0.99991234
 KV6459!SPC NY L     -   1.00000466  x   1.00000408  =   1.00000874
 KV6459!UTM  18      -   1.00000466  x   0.99965572  =   0.99966038
 KV6459
 KV6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6728395100(NAD 83)
 KV6459
 KV6459                          SUPERSEDED SURVEY CONTROL
 KV6459
 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
 KV6459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6459.See file dsdata.pdf to determine how the superseded data were derived.
 KV6459
 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 = JULY 24, 2026 22:12:30 EDT
 KV6461 ***********************************************************************
 KV6461  DESIGNATION -  B+O 12
 KV6461  PID         -  KV6461
 KV6461  STATE/COUNTY-  NJ/UNION
 KV6461  COUNTRY     -  US
 KV6461  USGS QUAD   -  ELIZABETH (2016)
 KV6461
 KV6461                         *CURRENT SURVEY CONTROL
 KV6461  ______________________________________________________________________
 KV6461* NAD 83(1996) POSITION- 40 38 15.92273(N) 074 11 47.56957(W)   ADJUSTED
 KV6461* NAVD 88 ORTHO HEIGHT -     2.6   (meters)        9.    (feet) VERTCON3
 KV6461  ______________________________________________________________________
 KV6461  GEOID HEIGHT    -        -32.380 (meters)                     GEOID18
 KV6461  LAPLACE CORR    -          5.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6461.GEOID18 height accuracy estimate available here.
 KV6461
 KV6461.Click photographs - Photos may exist for this station.
 KV6461
 KV6461.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6461
 KV6461. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000467  x   0.99990811  =   0.99991278
 KV6461!SPC NY L     -   1.00000467  x   1.00000173  =   1.00000640
 KV6461!UTM  18      -   1.00000467  x   0.99965682  =   0.99966149
 KV6461
 KV6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6794098856(NAD 83)
 KV6461
 KV6461                          SUPERSEDED SURVEY CONTROL
 KV6461
 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
 KV6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6461.See file dsdata.pdf to determine how the superseded data were derived.
 KV6461
 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 = JULY 24, 2026 22:12:30 EDT
 KV6462 ***********************************************************************
 KV6462  DESIGNATION -  B+O 13
 KV6462  PID         -  KV6462
 KV6462  STATE/COUNTY-  NJ/UNION
 KV6462  COUNTRY     -  US
 KV6462  USGS QUAD   -  ELIZABETH (2016)
 KV6462
 KV6462                         *CURRENT SURVEY CONTROL
 KV6462  ______________________________________________________________________
 KV6462* NAD 83(1996) POSITION- 40 38 48.47741(N) 074 11 08.02913(W)   ADJUSTED
 KV6462* NAVD 88 ORTHO HEIGHT -     2.4   (meters)        8.    (feet) VERTCON3
 KV6462  ______________________________________________________________________
 KV6462  GEOID HEIGHT    -        -32.353 (meters)                     GEOID18
 KV6462  LAPLACE CORR    -          5.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6462.GEOID18 height accuracy estimate available here.
 KV6462
 KV6462.Click photographs - Photos may exist for this station.
 KV6462
 KV6462.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6462
 KV6462. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000470  x   0.99990870  =   0.99991340
 KV6462!SPC NY E     -   1.00000470  x   0.99990870  =   0.99991340
 KV6462!SPC NY L     -   1.00000470  x   1.00000116  =   1.00000586
 KV6462!UTM  18      -   1.00000470  x   0.99965836  =   0.99966306
 KV6462
 KV6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6886099868(NAD 83)
 KV6462
 KV6462                          SUPERSEDED SURVEY CONTROL
 KV6462
 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
 KV6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6462.See file dsdata.pdf to determine how the superseded data were derived.
 KV6462
 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  HISTORY     - 20070224 MARK NOT FOUND   GEOCAC
 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.
 KV6462
 KV6462                          STATION RECOVERY (2007)
 KV6462
 KV6462'RECOVERY NOTE BY GEOCACHING 2007 (ED)
 KV6462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6465 ***********************************************************************
 KV6465  DESIGNATION -  B+O 16
 KV6465  PID         -  KV6465
 KV6465  STATE/COUNTY-  NJ/HUDSON
 KV6465  COUNTRY     -  US
 KV6465  USGS QUAD   -  JERSEY CITY (2019)
 KV6465
 KV6465                         *CURRENT SURVEY CONTROL
 KV6465  ______________________________________________________________________
 KV6465* NAD 83(1996) POSITION- 40 39 26.68964(N) 074 03 55.26202(W)   ADJUSTED
 KV6465* NAVD 88 ORTHO HEIGHT -     3.9   (meters)       13.    (feet) VERTCON3
 KV6465  ______________________________________________________________________
 KV6465  GEOID HEIGHT    -        -32.059 (meters)                     GEOID18
 KV6465  LAPLACE CORR    -          4.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6465.GEOID18 height accuracy estimate available here.
 KV6465
 KV6465.Click photographs - Photos may exist for this station.
 KV6465
 KV6465.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6465
 KV6465. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000442  x   0.99991662  =   0.99992104
 KV6465!SPC NY L     -   1.00000442  x   1.00000053  =   1.00000495
 KV6465!UTM  18      -   1.00000442  x   0.99967684  =   0.99968126
 KV6465
 KV6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7901101147(NAD 83)
 KV6465
 KV6465                          SUPERSEDED SURVEY CONTROL
 KV6465
 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
 KV6465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6465.See file dsdata.pdf to determine how the superseded data were derived.
 KV6465
 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 = JULY 24, 2026 22:12:30 EDT
 KV6466 ***********************************************************************
 KV6466  DESIGNATION -  B+O 17
 KV6466  PID         -  KV6466
 KV6466  STATE/COUNTY-  NJ/HUDSON
 KV6466  COUNTRY     -  US
 KV6466  USGS QUAD   -  ELIZABETH (2016)
 KV6466
 KV6466                         *CURRENT SURVEY CONTROL
 KV6466  ______________________________________________________________________
 KV6466* NAD 83(1996) POSITION- 40 39 16.89812(N) 074 08 49.14352(W)   ADJUSTED
 KV6466* NAVD 88 ORTHO HEIGHT -     9.6   (meters)       31.    (feet) VERTCON3
 KV6466  ______________________________________________________________________
 KV6466  GEOID HEIGHT    -        -32.254 (meters)                     GEOID18
 KV6466  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6466.GEOID18 height accuracy estimate available here.
 KV6466
 KV6466.Click photographs - Photos may exist for this station.
 KV6466
 KV6466.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6466
 KV6466. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000356  x   0.99991097  =   0.99991453
 KV6466!SPC NY E     -   1.00000356  x   0.99991097  =   0.99991453
 KV6466!SPC NY L     -   1.00000356  x   1.00000069  =   1.00000425
 KV6466!UTM  18      -   1.00000356  x   0.99966401  =   0.99966756
 KV6466
 KV6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7211300775(NAD 83)
 KV6466
 KV6466                          SUPERSEDED SURVEY CONTROL
 KV6466
 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
 KV6466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6466.See file dsdata.pdf to determine how the superseded data were derived.
 KV6466
 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 = JULY 24, 2026 22:12:30 EDT
 KV6467 ***********************************************************************
 KV6467  DESIGNATION -  B+O 18
 KV6467  PID         -  KV6467
 KV6467  STATE/COUNTY-  NJ/HUDSON
 KV6467  COUNTRY     -  US
 KV6467  USGS QUAD   -  ELIZABETH (2016)
 KV6467
 KV6467                         *CURRENT SURVEY CONTROL
 KV6467  ______________________________________________________________________
 KV6467* NAD 83(1996) POSITION- 40 40 19.92822(N) 074 07 32.46583(W)   ADJUSTED
 KV6467* NAVD 88 ORTHO HEIGHT -     1.6   (meters)        5.    (feet) VERTCON3
 KV6467  ______________________________________________________________________
 KV6467  GEOID HEIGHT    -        -32.194 (meters)                     GEOID18
 KV6467  LAPLACE CORR    -          5.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6467.GEOID18 height accuracy estimate available here.
 KV6467
 KV6467.Click photographs - Photos may exist for this station.
 KV6467
 KV6467.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6467
 KV6467. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000481  x   0.99991232  =   0.99991712
 KV6467!SPC NY E     -   1.00000481  x   0.99991232  =   0.99991712
 KV6467!SPC NY L     -   1.00000481  x   0.99999970  =   1.00000451
 KV6467!UTM  18      -   1.00000481  x   0.99966721  =   0.99967201
 KV6467
 KV6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7389402736(NAD 83)
 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
 KV6467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6467.See file dsdata.pdf to determine how the superseded data were derived.
 KV6467
 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  HISTORY     - 20070204 MARK NOT FOUND   GEOCAC
 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.
 KV6467
 KV6467                          STATION RECOVERY (2007)
 KV6467
 KV6467'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6467'THE WOODEN RATAINING WALL IN POOR CONDITION HAS BEEN REPLACED.  58
 KV6467'FEET NW OF THE NW CORNER OF A CANOPY WITH PARK BENCHES IS ALMOST TO
 KV6467'THE CORNER OF THE NEW WALL.  THE AREA IS COVERED WITH ASPHALT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6468 ***********************************************************************
 KV6468  DESIGNATION -  B+O 19
 KV6468  PID         -  KV6468
 KV6468  STATE/COUNTY-  NJ/ESSEX
 KV6468  COUNTRY     -  US
 KV6468  USGS QUAD   -  JERSEY CITY (2019)
 KV6468
 KV6468                         *CURRENT SURVEY CONTROL
 KV6468  ______________________________________________________________________
 KV6468* NAD 83(1996) POSITION- 40 41 35.70301(N) 074 07 19.01959(W)   ADJUSTED
 KV6468* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) VERTCON3
 KV6468  ______________________________________________________________________
 KV6468  GEOID HEIGHT    -        -32.180 (meters)                     GEOID18
 KV6468  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6468.GEOID18 height accuracy estimate available here.
 KV6468
 KV6468.Click photographs - Photos may exist for this station.
 KV6468
 KV6468.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6468
 KV6468. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000488  x   0.99991256  =   0.99991744
 KV6468!SPC NY E     -   1.00000488  x   0.99991256  =   0.99991744
 KV6468!SPC NY L     -   1.00000488  x   0.99999863  =   1.00000351
 KV6468!UTM  18      -   1.00000488  x   0.99966774  =   0.99967261
 KV6468
 KV6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7418705076(NAD 83)
 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
 KV6468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6468.See file dsdata.pdf to determine how the superseded data were derived.
 KV6468
 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 = JULY 24, 2026 22:12:30 EDT
 KV6469 ***********************************************************************
 KV6469  DESIGNATION -  B+O 2
 KV6469  PID         -  KV6469
 KV6469  STATE/COUNTY-  NJ/MIDDLESEX
 KV6469  COUNTRY     -  US
 KV6469  USGS QUAD   -  SOUTH AMBOY (2019)
 KV6469
 KV6469                         *CURRENT SURVEY CONTROL
 KV6469  ______________________________________________________________________
 KV6469* NAD 83(1996) POSITION- 40 29 08.05456(N) 074 15 35.64763(W)   ADJUSTED
 KV6469* NAVD 88 ORTHO HEIGHT -     2.5   (meters)        8.    (feet) VERTCON3
 KV6469  ______________________________________________________________________
 KV6469  GEOID HEIGHT    -        -32.465 (meters)                     GEOID18
 KV6469  LAPLACE CORR    -          3.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6469.GEOID18 height accuracy estimate available here.
 KV6469
 KV6469.Click photographs - Photos may exist for this station.
 KV6469
 KV6469.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6469
 KV6469. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6272581916(NAD 83)
 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
 KV6469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6469.See file dsdata.pdf to determine how the superseded data were derived.
 KV6469
 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 = JULY 24, 2026 22:12:30 EDT
 KV6470 ***********************************************************************
 KV6470  DESIGNATION -  B+O 20
 KV6470  PID         -  KV6470
 KV6470  STATE/COUNTY-  NJ/MONMOUTH
 KV6470  COUNTRY     -  US
 KV6470  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6470
 KV6470                         *CURRENT SURVEY CONTROL
 KV6470  ______________________________________________________________________
 KV6470* NAD 83(1996) POSITION- 40 27 13.52493(N) 074 02 54.27577(W)   ADJUSTED
 KV6470* NAVD 88 ORTHO HEIGHT -    57.    (meters)      187.    (feet) SCALED
 KV6470  ______________________________________________________________________
 KV6470  GEOID HEIGHT    -        -32.403 (meters)                     GEOID18
 KV6470  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6470.GEOID18 height accuracy estimate available here.
 KV6470
 KV6470.Click photographs - Photos may exist for this station.
 KV6470
 KV6470.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6470
 KV6470. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8068778556(NAD 83)
 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
 KV6470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6470.See file dsdata.pdf to determine how the superseded data were derived.
 KV6470
 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 = JULY 24, 2026 22:12:30 EDT
 KV6471 ***********************************************************************
 KV6471  DESIGNATION -  B+O 21
 KV6471  PID         -  KV6471
 KV6471  STATE/COUNTY-  NJ/MONMOUTH
 KV6471  COUNTRY     -  US
 KV6471  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6471
 KV6471                         *CURRENT SURVEY CONTROL
 KV6471  ______________________________________________________________________
 KV6471* NAD 83(1996) POSITION- 40 27 21.67331(N) 074 02 59.41240(W)   ADJUSTED
 KV6471* NAVD 88 ORTHO HEIGHT -    57.    (meters)      187.    (feet) SCALED
 KV6471  ______________________________________________________________________
 KV6471  GEOID HEIGHT    -        -32.398 (meters)                     GEOID18
 KV6471  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6471.GEOID18 height accuracy estimate available here.
 KV6471
 KV6471.Click photographs - Photos may exist for this station.
 KV6471
 KV6471.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6471
 KV6471. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8056478806(NAD 83)
 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
 KV6471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6471.See file dsdata.pdf to determine how the superseded data were derived.
 KV6471
 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 = JULY 24, 2026 22:12:30 EDT
 KV6472 ***********************************************************************
 KV6472  DESIGNATION -  B+O 3
 KV6472  PID         -  KV6472
 KV6472  STATE/COUNTY-  NJ/MIDDLESEX
 KV6472  COUNTRY     -  US
 KV6472  USGS QUAD   -  PERTH AMBOY (2016)
 KV6472
 KV6472                         *CURRENT SURVEY CONTROL
 KV6472  ______________________________________________________________________
 KV6472* NAD 83(1996) POSITION- 40 30 41.70596(N) 074 15 32.91086(W)   ADJUSTED
 KV6472* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) VERTCON3
 KV6472  ______________________________________________________________________
 KV6472  GEOID HEIGHT    -        -32.479 (meters)                     GEOID18
 KV6472  LAPLACE CORR    -          4.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6472.GEOID18 height accuracy estimate available here.
 KV6472
 KV6472.Click photographs - Photos may exist for this station.
 KV6472
 KV6472.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6472
 KV6472. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6276584804(NAD 83)
 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
 KV6472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6472.See file dsdata.pdf to determine how the superseded data were derived.
 KV6472
 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 = JULY 24, 2026 22:12:30 EDT
 KV6474 ***********************************************************************
 KV6474  DESIGNATION -  B+O 5
 KV6474  PID         -  KV6474
 KV6474  STATE/COUNTY-  NJ/MIDDLESEX
 KV6474  COUNTRY     -  US
 KV6474  USGS QUAD   -  PERTH AMBOY (2016)
 KV6474
 KV6474                         *CURRENT SURVEY CONTROL
 KV6474  ______________________________________________________________________
 KV6474* NAD 83(1996) POSITION- 40 32 56.67032(N) 074 15 18.36831(W)   ADJUSTED
 KV6474* NAVD 88 ORTHO HEIGHT -     3.4   (meters)       11.    (feet) VERTCON3
 KV6474  ______________________________________________________________________
 KV6474  GEOID HEIGHT    -        -32.494 (meters)                     GEOID18
 KV6474  LAPLACE CORR    -          4.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6474.GEOID18 height accuracy estimate available here.
 KV6474
 KV6474.Click photographs - Photos may exist for this station.
 KV6474
 KV6474.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6474
 KV6474. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6307288968(NAD 83)
 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
 KV6474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6474.See file dsdata.pdf to determine how the superseded data were derived.
 KV6474
 KV6474_MARKER: DD = SURVEY DISK
 KV6474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 KV6475 ***********************************************************************
 KV6475  DESIGNATION -  B+O 6
 KV6475  PID         -  KV6475
 KV6475  STATE/COUNTY-  NJ/MIDDLESEX
 KV6475  COUNTRY     -  US
 KV6475  USGS QUAD   -  ARTHUR KILL (2019)
 KV6475
 KV6475                         *CURRENT SURVEY CONTROL
 KV6475  ______________________________________________________________________
 KV6475* NAD 83(1996) POSITION- 40 33 14.29881(N) 074 14 27.93728(W)   ADJUSTED
 KV6475* NAVD 88 ORTHO HEIGHT -     2.1   (meters)        7.    (feet) VERTCON3
 KV6475  ______________________________________________________________________
 KV6475  GEOID HEIGHT    -        -32.465 (meters)                     GEOID18
 KV6475  LAPLACE CORR    -          4.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6475.GEOID18 height accuracy estimate available here.
 KV6475
 KV6475.Click photographs - Photos may exist for this station.
 KV6475
 KV6475.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6475
 KV6475. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6425389522(NAD 83)
 KV6475
 KV6475                          SUPERSEDED SURVEY CONTROL
 KV6475
 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
 KV6475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6475.See file dsdata.pdf to determine how the superseded data were derived.
 KV6475
 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 = JULY 24, 2026 22:12:30 EDT
 KV6477 ***********************************************************************
 KV6477  DESIGNATION -  B+O 8
 KV6477  PID         -  KV6477
 KV6477  STATE/COUNTY-  NJ/MIDDLESEX
 KV6477  COUNTRY     -  US
 KV6477  USGS QUAD   -  ARTHUR KILL (2019)
 KV6477
 KV6477                         *CURRENT SURVEY CONTROL
 KV6477  ______________________________________________________________________
 KV6477* NAD 83(1996) POSITION- 40 35 31.40224(N) 074 12 23.04885(W)   ADJUSTED
 KV6477* NAVD 88 ORTHO HEIGHT -     3.0   (meters)       10.    (feet) VERTCON3
 KV6477  ______________________________________________________________________
 KV6477  GEOID HEIGHT    -        -32.392 (meters)                     GEOID18
 KV6477  LAPLACE CORR    -          5.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6477.GEOID18 height accuracy estimate available here.
 KV6477
 KV6477.Click photographs - Photos may exist for this station.
 KV6477
 KV6477.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6477
 KV6477. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000461  x   0.99990760  =   0.99991220
 KV6477!SPC NY E     -   1.00000461  x   0.99990760  =   0.99991220
 KV6477!SPC NY L     -   1.00000461  x   1.00000499  =   1.00000960
 KV6477!UTM  18      -   1.00000461  x   0.99965551  =   0.99966011
 KV6477
 KV6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6715293775(NAD 83)
 KV6477
 KV6477                          SUPERSEDED SURVEY CONTROL
 KV6477
 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
 KV6477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6477.See file dsdata.pdf to determine how the superseded data were derived.
 KV6477
 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 = JULY 24, 2026 22:12:30 EDT
 JU4361 ***********************************************************************
 JU4361  DESIGNATION -  BABCOCK
 JU4361  PID         -  JU4361
 JU4361  STATE/COUNTY-  NJ/ATLANTIC
 JU4361  COUNTRY     -  US
 JU4361  USGS QUAD   -  MAYS LANDING (2019)
 JU4361
 JU4361                         *CURRENT SURVEY CONTROL
 JU4361  ______________________________________________________________________
 JU4361* NAD 83(2011) POSITION- 39 28 08.10184(N) 074 41 32.71737(W)   ADJUSTED
 JU4361* NAD 83(2011) ELLIP HT-   -24.393 (meters)        (06/27/12)   ADJUSTED
 JU4361* NAD 83(2011) EPOCH   -  2010.00
 JU4361* NAVD 88 ORTHO HEIGHT -     9.5   (meters)       31.    (feet) GPS OBS
 JU4361  ______________________________________________________________________
 JU4361  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4361  GEOID HEIGHT    -        -34.160 (meters)                     GEOID93
 JU4361  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 JU4361  NAD 83(2011) X  -  1,301,623.800 (meters)                     COMP
 JU4361  NAD 83(2011) Y  - -4,755,463.852 (meters)                     COMP
 JU4361  NAD 83(2011) Z  -  4,032,624.571 (meters)                     COMP
 JU4361  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 JU4361
 JU4361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4361  Standards:
 JU4361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4361  -------------------------------------------------------------------
 JU4361  NETWORK    0.52   1.02           0.24   0.17   0.52     -0.01685836
 JU4361  -------------------------------------------------------------------
 JU4361  Click here for local accuracies and other accuracy information.
 JU4361
 JU4361.The horizontal coordinates were established by GPS observations
 JU4361.and adjusted by the National Geodetic Survey in June 2012.
 JU4361
 JU4361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4361.been affixed to the stable North American tectonic plate. See 
 JU4361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4361
 JU4361.The horizontal coordinates are valid at the epoch date displayed above
 JU4361.which is a decimal equivalence of Year/Month/Day.
 JU4361
 JU4361.The orthometric height was determined by GPS observations and a
 JU4361.high-resolution geoid model.
 JU4361
 JU4361.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4361.GEOID18 height accuracy estimate available here.
 JU4361
 JU4361.Click photographs - Photos may exist for this station.
 JU4361
 JU4361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4361
 JU4361.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4361
 JU4361.The ellipsoidal height was determined by GPS observations
 JU4361.and is referenced to NAD 83.
 JU4361
 JU4361. The following values were computed from the NAD 83(2011) position.
 JU4361
 JU4361;                    North         East     Units Scale Factor Converg.
 JU4361;SPC NJ       -    70,572.098   133,443.450   MT  0.99990337   -0 07 20.3
 JU4361;SPC NJ       -   231,535.29    437,805.72   sFT  0.99990337   -0 07 20.3
 JU4361;UTM  18      - 4,368,860.067   526,457.097   MT  0.99960862   +0 11 43.9
 JU4361
 JU4361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4361!SPC NJ       -   1.00000383  x   0.99990337  =   0.99990720
 JU4361!UTM  18      -   1.00000383  x   0.99960862  =   0.99961245
 JU4361
 JU4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2645768860(NAD 83)
 JU4361
 JU4361                          SUPERSEDED SURVEY CONTROL
 JU4361
 JU4361  NAD 83(2007)-  39 28 08.10222(N)    074 41 32.71813(W) AD(2002.00) 0
 JU4361  ELLIP H (02/10/07)  -24.383  (m)                       GP(2002.00)    
 JU4361  ELLIP H (10/23/02)  -24.371  (m)                       GP(       ) 4 1
 JU4361  NAD 83(1996)-  39 28 08.10204(N)    074 41 32.71813(W) AD(       ) 1
 JU4361  ELLIP H (05/14/99)  -24.342  (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
 JU4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4361.See file dsdata.pdf to determine how the superseded data were derived.
 JU4361
 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 - April 17, 2012
 JU4361
 JU4361  HISTORY     - Date     Condition        Report By
 JU4361  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4361  HISTORY     - 20040731 GOOD             GEOCAC
 JU4361  HISTORY     - 20120417 GOOD             INDIV
 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.
 JU4361
 JU4361                          STATION RECOVERY (2012)
 JU4361
 JU4361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU4361'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2981 ***********************************************************************
 JU2981  CBN         -  This is a Cooperative Base Network Control Station.
 JU2981  DESIGNATION -  BACARDI
 JU2981  PID         -  JU2981
 JU2981  STATE/COUNTY-  NJ/CUMBERLAND
 JU2981  COUNTRY     -  US
 JU2981  USGS QUAD   -  FIVE POINTS (2019)
 JU2981
 JU2981                         *CURRENT SURVEY CONTROL
 JU2981  ______________________________________________________________________
 JU2981* NAD 83(2011) POSITION- 39 25 20.23060(N) 074 57 06.61866(W)   ADJUSTED
 JU2981* NAD 83(2011) ELLIP HT-    -1.723 (meters)        (06/27/12)   ADJUSTED
 JU2981* NAD 83(2011) EPOCH   -  2010.00
 JU2981* NAVD 88 ORTHO HEIGHT -    32.2   (meters)      106.    (feet) GPS OBS
 JU2981  ______________________________________________________________________
 JU2981  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2981  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 JU2981  NAD 83(2011) X  -  1,280,937.849 (meters)                     COMP
 JU2981  NAD 83(2011) Y  - -4,764,501.807 (meters)                     COMP
 JU2981  NAD 83(2011) Z  -  4,028,641.043 (meters)                     COMP
 JU2981  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 JU2981
 JU2981  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2981  Standards:
 JU2981         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2981            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2981  -------------------------------------------------------------------
 JU2981  NETWORK    0.29   0.53           0.13   0.10   0.27     -0.03522067
 JU2981  -------------------------------------------------------------------
 JU2981  Click here for local accuracies and other accuracy information.
 JU2981
 JU2981.The horizontal coordinates were established by GPS observations
 JU2981.and adjusted by the National Geodetic Survey in June 2012.
 JU2981
 JU2981.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2981.been affixed to the stable North American tectonic plate. See 
 JU2981.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2981
 JU2981.The horizontal coordinates are valid at the epoch date displayed above
 JU2981.which is a decimal equivalence of Year/Month/Day.
 JU2981
 JU2981.The orthometric height was determined by GPS observations and a
 JU2981.high-resolution geoid model.
 JU2981
 JU2981.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2981.GEOID18 height accuracy estimate available here.
 JU2981
 JU2981.Click photographs - Photos may exist for this station.
 JU2981
 JU2981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2981
 JU2981.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2981
 JU2981.The ellipsoidal height was determined by GPS observations
 JU2981.and is referenced to NAD 83.
 JU2981
 JU2981. The following values were computed from the NAD 83(2011) position.
 JU2981
 JU2981;                    North         East     Units Scale Factor Converg.
 JU2981;SPC NJ       -    65,475.208   111,096.392   MT  0.99991863   -0 17 13.0
 JU2981;SPC NJ       -   214,813.24    364,488.75   sFT  0.99991863   -0 17 13.0
 JU2981;UTM  18      - 4,363,640.954   504,145.485   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!UTM  18      -   1.00000027  x   0.99960021  =   0.99960048
 JU2981
 JU2981:                Primary Azimuth Mark                     Grid Az
 JU2981:SPC NJ       -  BACARDI AZ MK                            145 23 21.7
 JU2981:UTM  18      -  BACARDI AZ MK                            145 04 18.6
 JU2981
 JU2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0414563640(NAD 83)
 JU2981
 JU2981|---------------------------------------------------------------------|
 JU2981| PID    Reference Object                     Distance      Geod. Az  |
 JU2981|                                                           dddmmss.s |
 JU2981| JU3003 LANDISVILLE WATER TANK BLACK        APPROX.11.5 KM 0065122.4 |
 JU2981| CB1204 BACARDI RM 1                         33.008 METERS 06919     |
 JU2981| CB1203 BACARDI AZ MK                                      1450608.7 |
 JU2981| CB1205 BACARDI RM 2                         67.725 METERS 34030     |
 JU2981|---------------------------------------------------------------------|
 JU2981
 JU2981                          SUPERSEDED SURVEY CONTROL
 JU2981
 JU2981  NAD 83(2007)-  39 25 20.23105(N)    074 57 06.61947(W) AD(2002.00) 0
 JU2981  ELLIP H (02/10/07)   -1.713  (m)                       GP(2002.00)    
 JU2981  ELLIP H (09/24/01)   -1.723  (m)                       GP(       ) 4 1
 JU2981  NAD 83(1996)-  39 25 20.23126(N)    074 57 06.61989(W) AD(       ) B
 JU2981  ELLIP H (07/24/97)   -1.709  (m)                       GP(       ) 3 2
 JU2981  ELLIP H (04/04/94)   -1.756  (m)                       GP(       ) 3 1
 JU2981  ELLIP H (12/31/92)   -1.756  (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)   -1.756  (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)   -1.821  (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  NAVD 88 (04/16/93)   32.2    (m)  GEOID93  model used  GPS OBS        
 JU2981  NAVD 88 (03/31/93)   32.3    (m)  UNKNOWN  model used  GPS OBS        
 JU2981  NAVD 88 (12/31/92)   32.0    (m)  UNKNOWN  model used  GPS OBS        
 JU2981  NGVD 29 (06/12/91)   32.5    (m)  UNKNOWN  model used  GPS OBS        
 JU2981
 JU2981.Superseded values are not recommended for survey control.
 JU2981
 JU2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2981.See file dsdata.pdf to determine how the superseded data were derived.
 JU2981
 JU2981_MARKER: DS = TRIANGULATION STATION DISK
 JU2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2981_STAMPING: BACARDI 1935
 JU2981_MARK LOGO: CGS
 JU2981_PROJECTION: FLUSH
 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 - December 12, 2019
 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     - 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  HISTORY     - 20191113 GOOD             NJGS
 JU2981  HISTORY     - 20191212 GOOD             NJGS
 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 (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.
 JU2981
 JU2981                          STATION RECOVERY (2019)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU2981'THE STATION IS LOCATED AT HOUSE NUMBER 4225.  IT IS 77.7 M (254.9 FT)
 JU2981'SOUTH-SOUTHEAST OF THE CENTERLINE OF MAYS LANDING ROAD, 45 M (147.6
 JU2981'FT) SOUTH-SOUTHWEST OF UNMARKED UTILITY POLE, 30.8 M (101.0 FT)
 JU2981'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 6 M (19.7 FT) WEST OF
 JU2981'THE CENTERLINE OF DIRT ROAD, 3.1 M (10.2 FT) EAST-NORTHEAST OF A FENCE
 JU2981'LINE.
 JU2981'
 JU2981'NOTE-TREES OBSTRUCT SATELLITE VISIBILITY FOR LONG-TERM GPS
 JU2981'OBSERVATIONS.
 JU2981
 JU2981                          STATION RECOVERY (2019)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU2981'LONG TERM GPS OBSERVATION IS POSSIBLE BY DISABLING SATELLITES IN THE
 JU2981'SOUTHWESTERN DIRECTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2836 ***********************************************************************
 JU2836  DESIGNATION -  BAGWELL
 JU2836  PID         -  JU2836
 JU2836  STATE/COUNTY-  NJ/ATLANTIC
 JU2836  COUNTRY     -  US
 JU2836  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2836
 JU2836                         *CURRENT SURVEY CONTROL
 JU2836  ______________________________________________________________________
 JU2836* NAD 83(2011) POSITION- 39 27 45.63505(N) 074 35 34.46709(W)   ADJUSTED
 JU2836* NAD 83(2011) ELLIP HT-   -10.164 (meters)        (06/27/12)   ADJUSTED
 JU2836* NAD 83(2011) EPOCH   -  2010.00
 JU2836* NAVD 88 ORTHO HEIGHT -    23.7   (meters)       78.    (feet) GPS OBS
 JU2836  ______________________________________________________________________
 JU2836  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU2836  GEOID HEIGHT    -        -34.170 (meters)                     GEOID93
 JU2836  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 JU2836  NAD 83(2011) X  -  1,310,001.265 (meters)                     COMP
 JU2836  NAD 83(2011) Y  - -4,753,631.128 (meters)                     COMP
 JU2836  NAD 83(2011) Z  -  4,032,098.712 (meters)                     COMP
 JU2836  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 JU2836
 JU2836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2836  Standards:
 JU2836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2836  -------------------------------------------------------------------
 JU2836  NETWORK    0.49   1.16           0.23   0.16   0.59      0.00201554
 JU2836  -------------------------------------------------------------------
 JU2836  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU2836
 JU2836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2836.been affixed to the stable North American tectonic plate. See 
 JU2836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2836
 JU2836.The horizontal coordinates are valid at the epoch date displayed above
 JU2836.which is a decimal equivalence of Year/Month/Day.
 JU2836
 JU2836.The orthometric height was determined by GPS observations and a
 JU2836.high-resolution geoid model.
 JU2836
 JU2836.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2836.GEOID18 height accuracy estimate available here.
 JU2836
 JU2836.Click photographs - Photos may exist for this station.
 JU2836
 JU2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2836
 JU2836.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2836
 JU2836.The ellipsoidal height was determined by GPS observations
 JU2836.and is referenced to NAD 83.
 JU2836
 JU2836. The following values were computed from the NAD 83(2011) position.
 JU2836
 JU2836;                    North         East     Units Scale Factor Converg.
 JU2836;SPC NJ       -    69,865.736   142,005.233   MT  0.99990079   -0 03 32.6
 JU2836;SPC NJ       -   229,217.84    465,895.50   sFT  0.99990079   -0 03 32.6
 JU2836;UTM  18      - 4,368,201.398   535,020.180   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:                Primary Azimuth Mark                     Grid Az
 JU2836:SPC NJ       -  FAA                                      122 18 43.7
 JU2836:UTM  18      -  FAA                                      121 59 39.6
 JU2836
 JU2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3502068201(NAD 83)
 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 1221511.1 |
 JU2836| CB1206 BAGWELL RM 1                         10.824 METERS 15019     |
 JU2836|---------------------------------------------------------------------|
 JU2836
 JU2836                          SUPERSEDED SURVEY CONTROL
 JU2836
 JU2836  NAD 83(2007)-  39 27 45.63543(N)    074 35 34.46786(W) AD(2002.00) 0
 JU2836  ELLIP H (02/10/07)  -10.153  (m)                       GP(2002.00)    
 JU2836  ELLIP H (10/23/02)  -10.145  (m)                       GP(       ) 4 1
 JU2836  NAD 83(1996)-  39 27 45.63528(N)    074 35 34.46776(W) AD(       ) 1
 JU2836  ELLIP H (05/14/99)  -10.117  (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)  -10.422  (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
 JU2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2836.See file dsdata.pdf to determine how the superseded data were derived.
 JU2836
 JU2836_MARKER: DD = SURVEY DISK
 JU2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV5810 ***********************************************************************
 KV5810  DESIGNATION -  BAKELITE
 KV5810  PID         -  KV5810
 KV5810  STATE/COUNTY-  NJ/MIDDLESEX
 KV5810  COUNTRY     -  US
 KV5810  USGS QUAD   -  BOUND BROOK (2019)
 KV5810
 KV5810                         *CURRENT SURVEY CONTROL
 KV5810  ______________________________________________________________________
 KV5810* NAD 83(1996) POSITION- 40 33 26.25458(N) 074 30 51.42246(W)   ADJUSTED
 KV5810* NAVD 88 ORTHO HEIGHT -    15.    (meters)       49.    (feet) SCALED
 KV5810  ______________________________________________________________________
 KV5810  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 KV5810  LAPLACE CORR    -          4.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5810.GEOID18 height accuracy estimate available here.
 KV5810
 KV5810.Click photographs - Photos may exist for this station.
 KV5810
 KV5810.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5810
 KV5810. The following values were computed from the NAD 83(1996) position.
 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       -  NEW BRUNSWICK TRANS ATL RED BN           161 01 21.6
 KV5810:UTM  18      -  NEW BRUNSWICK TRANS ATL RED BN           160 41 51.2
 KV5810
 KV5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4112189727(NAD 83)
 KV5810
 KV5810|---------------------------------------------------------------------|
 KV5810| PID    Reference Object                     Distance      Geod. Az  |
 KV5810|                                                           dddmmss.s |
 KV5810| KV4821 AIRWAY BEACON 74                    APPROX.13.9 KM 0943716.7 |
 KV5810| CB5663 BAKELITE RM 2                         7.810 METERS 14044     |
 KV5810| KV4892 NEW BRUNSWICK TRANS ATL RED BN      APPROX. 5.1 KM 1610048.2 |
 KV5810| KV5804 AIRWAY BEACON 70                    APPROX. 4.7 KM 3015432.5 |
 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
 KV5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5810.See file dsdata.pdf to determine how the superseded data were derived.
 KV5810
 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 = JULY 24, 2026 22:12:30 EDT
 JU2997 ***********************************************************************
 JU2997  DESIGNATION -  BAKER
 JU2997  PID         -  JU2997
 JU2997  STATE/COUNTY-  NJ/CAMDEN
 JU2997  COUNTRY     -  US
 JU2997  USGS QUAD   -  HAMMONTON (2019)
 JU2997
 JU2997                         *CURRENT SURVEY CONTROL
 JU2997  ______________________________________________________________________
 JU2997* NAD 83(1996) POSITION- 39 40 29.11086(N) 074 50 32.80634(W)   ADJUSTED
 JU2997* NAVD 88 ORTHO HEIGHT -    42.    (meters)      138.    (feet) SCALED
 JU2997  ______________________________________________________________________
 JU2997  GEOID HEIGHT    -        -33.333 (meters)                     GEOID18
 JU2997  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2997.GEOID18 height accuracy estimate available here.
 JU2997
 JU2997.Click photographs - Photos may exist for this station.
 JU2997
 JU2997.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2997
 JU2997. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999870  x   0.99991062  =   0.99990932
 JU2997!UTM  18      -   0.99999870  x   0.99960225  =   0.99960095
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1351291670(NAD 83)
 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
 JU2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2997.See file dsdata.pdf to determine how the superseded data were derived.
 JU2997
 JU2997_MARKER: DS = TRIANGULATION STATION DISK
 JU2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2997_STAMPING: BAKER 1935
 JU2997_MARK LOGO: CGS
 JU2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2997+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2751 ***********************************************************************
 JU2751  DESIGNATION -  BALCONY 1871
 JU2751  PID         -  JU2751
 JU2751  STATE/COUNTY-  NJ/OCEAN
 JU2751  COUNTRY     -  US
 JU2751  USGS QUAD   -  WHITING (2019)
 JU2751
 JU2751                         *CURRENT SURVEY CONTROL
 JU2751  ______________________________________________________________________
 JU2751* NAD 83(1996) POSITION- 39 55 27.10126(N) 074 23 39.59401(W)   ADJUSTED
 JU2751* NAVD 88 ORTHO HEIGHT -    61.    (meters)      200.    (feet) SCALED
 JU2751  ______________________________________________________________________
 JU2751  GEOID HEIGHT    -        -32.837 (meters)                     GEOID18
 JU2751  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2751.GEOID18 height accuracy estimate available here.
 JU2751
 JU2751.Click photographs - Photos may exist for this station.
 JU2751
 JU2751.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2751
 JU2751. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5175619519(NAD 83)
 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  USSD        -  39 55 27.08800(N)    074 23 40.93800(W) AD(       ) 3
 JU2751
 JU2751.Superseded values are not recommended for survey control.
 JU2751
 JU2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2751.See file dsdata.pdf to determine how the superseded data were derived.
 JU2751
 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       COASUR
 JU2751  HISTORY     - 1872     GOOD             COASUR
 JU2751  HISTORY     - 1936     MARK NOT FOUND   CGS
 JU2751  HISTORY     - 19960805 MARK NOT FOUND   USPSQD
 JU2751
 JU2751                          STATION DESCRIPTION
 JU2751
 JU2751'DESCRIBED BY COAST SURVEY (CGS) 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 = JULY 24, 2026 22:12:30 EDT
 JU2750 ***********************************************************************
 JU2750  DESIGNATION -  BALCONY 2
 JU2750  PID         -  JU2750
 JU2750  STATE/COUNTY-  NJ/OCEAN
 JU2750  COUNTRY     -  US
 JU2750  USGS QUAD   -  WHITING (2019)
 JU2750
 JU2750                         *CURRENT SURVEY CONTROL
 JU2750  ______________________________________________________________________
 JU2750* NAD 83(2011) POSITION- 39 55 28.95091(N) 074 23 41.29102(W)   ADJUSTED
 JU2750* NAD 83(2011) ELLIP HT-    28.961 (meters)        (06/27/12)   ADJUSTED
 JU2750* NAD 83(2011) EPOCH   -  2010.00
 JU2750* NAVD 88 ORTHO HEIGHT -    61.8   (meters)      203.    (feet) GPS OBS
 JU2750  ______________________________________________________________________
 JU2750  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2750  GEOID HEIGHT    -        -32.836 (meters)                     GEOID18
 JU2750  NAD 83(2011) X  -  1,317,623.874 (meters)                     COMP
 JU2750  NAD 83(2011) Y  - -4,717,546.343 (meters)                     COMP
 JU2750  NAD 83(2011) Z  -  4,071,596.575 (meters)                     COMP
 JU2750  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 JU2750
 JU2750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2750  Standards:
 JU2750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2750  -------------------------------------------------------------------
 JU2750  NETWORK    0.29   0.55           0.13   0.10   0.28      0.01070635
 JU2750  -------------------------------------------------------------------
 JU2750  Click here for local accuracies and other accuracy information.
 JU2750
 JU2750.The horizontal coordinates were established by GPS observations
 JU2750.and adjusted by the National Geodetic Survey in June 2012.
 JU2750
 JU2750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2750.been affixed to the stable North American tectonic plate. See 
 JU2750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2750
 JU2750.The horizontal coordinates are valid at the epoch date displayed above
 JU2750.which is a decimal equivalence of Year/Month/Day.
 JU2750
 JU2750.The orthometric height was determined by GPS observations and a
 JU2750.high-resolution geoid model.
 JU2750
 JU2750.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2750.GEOID18 height accuracy estimate available here.
 JU2750
 JU2750.Click photographs - Photos may exist for this station.
 JU2750
 JU2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2750
 JU2750.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2750
 JU2750.The ellipsoidal height was determined by GPS observations
 JU2750.and is referenced to NAD 83.
 JU2750
 JU2750. The following values were computed from the NAD 83(2011) position.
 JU2750
 JU2750;                    North         East     Units Scale Factor Converg.
 JU2750;SPC NJ       -   121,160.642   158,992.132   MT  0.99990100   +0 04 03.0
 JU2750;SPC NJ       -   397,507.87    521,626.69   sFT  0.99990100   +0 04 03.0
 JU2750;UTM  18      - 4,419,575.956   551,716.293   MT  0.99963293   +0 23 18.3
 JU2750
 JU2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2750!SPC NJ       -   0.99999546  x   0.99990100  =   0.99989646
 JU2750!UTM  18      -   0.99999546  x   0.99963293  =   0.99962839
 JU2750
 JU2750:                Primary Azimuth Mark                     Grid Az
 JU2750:SPC NJ       -  BALCONY 2 RM 1 AZIMUTH                   044 38 43.8
 JU2750:UTM  18      -  BALCONY 2 RM 1 AZIMUTH                   044 19 28.5
 JU2750
 JU2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5171619575(NAD 83)
 JU2750
 JU2750|---------------------------------------------------------------------|
 JU2750| PID    Reference Object                     Distance      Geod. Az  |
 JU2750|                                                           dddmmss.s |
 JU2750| KV5303 LAKEHURST USN AIR STA HIGH TK       APPROX.13.8 KM 0283437.2 |
 JU2750| KV5301 LAKEHURST BN ROOF DIRIG HANGAR      APPROX.13.4 KM 0303430.0 |
 JU2750| CB1210 BALCONY 2 RM 1 AZIMUTH                             0444246.8 |
 JU2750| CB1211 BALCONY 2 RM 2                       27.569 METERS 18436     |
 JU2750| CB1212 BALCONY 2 RM 3                       25.436 METERS 25818     |
 JU2750|---------------------------------------------------------------------|
 JU2750
 JU2750                          SUPERSEDED SURVEY CONTROL
 JU2750
 JU2750  NAD 83(2007)-  39 55 28.95129(N)    074 23 41.29166(W) AD(2002.00) 0
 JU2750  ELLIP H (02/10/07)   28.965  (m)                       GP(2002.00)    
 JU2750  ELLIP H (10/23/02)   28.988  (m)                       GP(       ) 4 1
 JU2750  NAD 83(1996)-  39 55 28.95102(N)    074 23 41.29156(W) AD(       ) 1
 JU2750  ELLIP H (05/14/99)   28.964  (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)   28.934  (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)   29.075  (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  NAVD 88 (03/31/93)   61.9    (m)  UNKNOWN  model used  GPS OBS        
 JU2750
 JU2750.Superseded values are not recommended for survey control.
 JU2750
 JU2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2750.See file dsdata.pdf to determine how the superseded data were derived.
 JU2750
 JU2750_MARKER: DS = TRIANGULATION STATION DISK
 JU2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2750_STAMPING: BALCONY 2 1932
 JU2750_MARK LOGO: CGS
 JU2750_PROJECTION: PROJECTING 3 CENTIMETERS
 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 06, 2019
 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  HISTORY     - 20141113 GOOD             GEOCAC
 JU2750  HISTORY     - 20191106 GOOD             NJGS
 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.
 JU2750
 JU2750                          STATION RECOVERY (2014)
 JU2750
 JU2750'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU2750'RECOVERED IN GOOD CONDITION.
 JU2750
 JU2750                          STATION RECOVERY (2019)
 JU2750
 JU2750'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 JU2750'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2540 ***********************************************************************
 LY2540  DESIGNATION -  BALD
 LY2540  PID         -  LY2540
 LY2540  STATE/COUNTY-  NJ/BERGEN
 LY2540  COUNTRY     -  US
 LY2540  USGS QUAD   -  RAMSEY (2019)
 LY2540
 LY2540                         *CURRENT SURVEY CONTROL
 LY2540  ______________________________________________________________________
 LY2540* NAD 83(2011) POSITION- 41 07 17.73209(N) 074 12 00.00049(W)   ADJUSTED
 LY2540* NAD 83(2011) ELLIP HT-   321.420 (meters)        (06/27/12)   ADJUSTED
 LY2540* NAD 83(2011) EPOCH   -  2010.00
 LY2540* NAVD 88 ORTHO HEIGHT -   353.4   (meters)     1159.    (feet) GPS OBS
 LY2540  ______________________________________________________________________
 LY2540  NAVD 88 orthometric height was determined with an earlier geoid model
 LY2540  GEOID HEIGHT    -        -31.975 (meters)                     GEOID18
 LY2540  NAD 83(2011) X  -  1,310,202.542 (meters)                     COMP
 LY2540  NAD 83(2011) Y  - -4,630,157.662 (meters)                     COMP
 LY2540  NAD 83(2011) Z  -  4,172,816.351 (meters)                     COMP
 LY2540  LAPLACE CORR    -          3.55  (seconds)                    DEFLEC18
 LY2540
 LY2540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2540  Standards:
 LY2540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2540  -------------------------------------------------------------------
 LY2540  NETWORK    0.81   1.49           0.34   0.32   0.76     -0.02132398
 LY2540  -------------------------------------------------------------------
 LY2540  Click here for local accuracies and other accuracy information.
 LY2540
 LY2540.The horizontal coordinates were established by GPS observations
 LY2540.and adjusted by the National Geodetic Survey in June 2012.
 LY2540
 LY2540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2540.been affixed to the stable North American tectonic plate. See 
 LY2540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2540
 LY2540.The horizontal coordinates are valid at the epoch date displayed above
 LY2540.which is a decimal equivalence of Year/Month/Day.
 LY2540
 LY2540.The orthometric height was determined by GPS observations and a
 LY2540.high-resolution geoid model.
 LY2540
 LY2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2540.GEOID18 height accuracy estimate available here.
 LY2540
 LY2540.Click photographs - Photos may exist for this station.
 LY2540
 LY2540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2540
 LY2540.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2540
 LY2540.The ellipsoidal height was determined by GPS observations
 LY2540.and is referenced to NAD 83.
 LY2540
 LY2540. The following values were computed from the NAD 83(2011) position.
 LY2540
 LY2540;                    North         East     Units Scale Factor Converg.
 LY2540;SPC NJ       -   254,093.025   175,191.598   MT  0.99990781   +0 11 50.3
 LY2540;SPC NJ       -   833,636.87    574,774.43   sFT  0.99990781   +0 11 50.3
 LY2540;SPC NY E     -   254,093.025   175,191.598   MT  0.99990781   +0 11 50.3
 LY2540;SPC NY E     -   833,636.87    574,774.43   sFT  0.99990781   +0 11 50.3
 LY2540;UTM  18      - 4,552,563.451   567,157.716   MT  0.99965551   +0 31 34.1
 LY2540
 LY2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2540!SPC NJ       -   0.99994959  x   0.99990781  =   0.99985740
 LY2540!SPC NY E     -   0.99994959  x   0.99990781  =   0.99985740
 LY2540!UTM  18      -   0.99994959  x   0.99965551  =   0.99960511
 LY2540
 LY2540:                Primary Azimuth Mark                     Grid Az
 LY2540:SPC NJ       -  HIGH TORNE RESET                         043 06 32.8
 LY2540:SPC NY E     -  HIGH TORNE RESET                         043 06 32.8
 LY2540:UTM  18      -  HIGH TORNE RESET                         042 46 49.0
 LY2540
 LY2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6715752563(NAD 83)
 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 0431823.1 |
 LY2540| LY2527 JACKIE JONES MTN S RADIO TOWER      APPROX.15.8 KM 0434713.8 |
 LY2540| CB2678 BALD RM 2                             8.746 METERS 11813     |
 LY2540| LY2541 MAHWAH SAM BRAEN CO MAST            APPROX. 2.5 KM 1211201.9 |
 LY2540| LY2553 STERLING LAKE LOOKOUT TOWER         APPROX.10.5 KM 3211058.2 |
 LY2540|---------------------------------------------------------------------|
 LY2540
 LY2540                          SUPERSEDED SURVEY CONTROL
 LY2540
 LY2540  NAD 83(2007)-  41 07 17.73219(N)    074 12 00.00142(W) AD(2002.00) 0
 LY2540  ELLIP H (02/10/07)  321.443  (m)                       GP(2002.00)    
 LY2540  ELLIP H (10/23/02)  321.444  (m)                       GP(       ) 4 1
 LY2540  NAD 83(1996)-  41 07 17.73223(N)    074 12 00.00221(W) AD(       ) 1
 LY2540  ELLIP H (05/14/99)  321.458  (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
 LY2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2540.See file dsdata.pdf to determine how the superseded data were derived.
 LY2540
 LY2540_MARKER: DS = TRIANGULATION STATION DISK
 LY2540_SETTING: 80 = SET 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 = JULY 24, 2026 22:12:30 EDT
 KV5761 ***********************************************************************
 KV5761  DESIGNATION -  BALD 2
 KV5761  PID         -  KV5761
 KV5761  STATE/COUNTY-  NJ/BURLINGTON
 KV5761  COUNTRY     -  US
 KV5761  USGS QUAD   -  BEVERLY (2016)
 KV5761
 KV5761                         *CURRENT SURVEY CONTROL
 KV5761  ______________________________________________________________________
 KV5761* NAD 83(1996) POSITION- 40 04 02.74208(N) 074 54 33.93240(W)   ADJUSTED
 KV5761* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5761  ______________________________________________________________________
 KV5761  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 KV5761  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5761.GEOID18 height accuracy estimate available here.
 KV5761
 KV5761.Click photographs - Photos may exist for this station.
 KV5761
 KV5761.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5761
 KV5761. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0772335245(NAD 83)
 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
 KV5761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5761.See file dsdata.pdf to determine how the superseded data were derived.
 KV5761
 KV5761_MARKER: DS = TRIANGULATION STATION DISK
 KV5761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5761_STAMPING: BALD 2 1935
 KV5761_MARK LOGO: CGS
 KV5761_PROJECTION: RECESSED 10 CENTIMETERS
 KV5761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5761+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV6951 ***********************************************************************
 KV6951  DESIGNATION -  BALD HILL RESET
 KV6951  PID         -  KV6951
 KV6951  STATE/COUNTY-  NJ/MORRIS
 KV6951  COUNTRY     -  US
 KV6951  USGS QUAD   -  POMPTON PLAINS (2016)
 KV6951
 KV6951                         *CURRENT SURVEY CONTROL
 KV6951  ______________________________________________________________________
 KV6951* NAD 83(2011) POSITION- 40 57 39.78417(N) 074 21 02.24374(W)   ADJUSTED
 KV6951* NAD 83(2011) ELLIP HT-   261.136 (meters)        (06/27/12)   ADJUSTED
 KV6951* NAD 83(2011) EPOCH   -  2010.00
 KV6951* NAVD 88 ORTHO HEIGHT -   293.6   (meters)      963.    (feet) GPS OBS
 KV6951  ______________________________________________________________________
 KV6951  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6951  GEOID HEIGHT    -        -32.680 (meters)                     GEOID93
 KV6951  GEOID HEIGHT    -        -32.397 (meters)                     GEOID18
 KV6951  NAD 83(2011) X  -  1,301,171.645 (meters)                     COMP
 KV6951  NAD 83(2011) Y  - -4,644,815.261 (meters)                     COMP
 KV6951  NAD 83(2011) Z  -  4,159,328.997 (meters)                     COMP
 KV6951  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 KV6951
 KV6951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6951  Standards:
 KV6951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6951  -------------------------------------------------------------------
 KV6951  NETWORK    0.66   0.96           0.27   0.27   0.49     -0.05810235
 KV6951  -------------------------------------------------------------------
 KV6951  Click here for local accuracies and other accuracy information.
 KV6951
 KV6951.The horizontal coordinates were established by GPS observations
 KV6951.and adjusted by the National Geodetic Survey in June 2012.
 KV6951
 KV6951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6951.been affixed to the stable North American tectonic plate. See 
 KV6951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6951
 KV6951.The horizontal coordinates are valid at the epoch date displayed above
 KV6951.which is a decimal equivalence of Year/Month/Day.
 KV6951
 KV6951.The orthometric height was determined by GPS observations and a
 KV6951.high-resolution geoid model.
 KV6951
 KV6951.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6951.GEOID18 height accuracy estimate available here.
 KV6951
 KV6951.Click photographs - Photos may exist for this station.
 KV6951
 KV6951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6951
 KV6951.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6951
 KV6951.The ellipsoidal height was determined by GPS observations
 KV6951.and is referenced to NAD 83.
 KV6951
 KV6951. The following values were computed from the NAD 83(2011) position.
 KV6951
 KV6951;                    North         East     Units Scale Factor Converg.
 KV6951;SPC NJ       -   236,233.336   162,573.979   MT  0.99990195   +0 05 52.5
 KV6951;SPC NJ       -   775,042.20    533,378.13   sFT  0.99990195   +0 05 52.5
 KV6951;UTM  18      - 4,534,636.394   554,645.882   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 09.2
 KV6951:UTM  18      -  HIGH MOUNTAIN                            084 48 29.2
 KV6951
 KV6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5464534636(NAD 83)
 KV6951
 KV6951|---------------------------------------------------------------------|
 KV6951| PID    Reference Object                     Distance      Geod. Az  |
 KV6951|                                                           dddmmss.s |
 KV6951| KV4220 HIGH MOUNTAIN                       APPROX.12.9 KM 0851401.7 |
 KV6951|---------------------------------------------------------------------|
 KV6951
 KV6951                          SUPERSEDED SURVEY CONTROL
 KV6951
 KV6951  NAD 83(2007)-  40 57 39.78436(N)    074 21 02.24454(W) AD(2002.00) 0
 KV6951  ELLIP H (02/10/07)  261.153  (m)                       GP(2002.00)    
 KV6951  ELLIP H (10/23/02)  261.144  (m)                       GP(       ) 4 1
 KV6951  NAD 83(1996)-  40 57 39.78453(N)    074 21 02.24483(W) AD(       ) 1
 KV6951  ELLIP H (05/14/99)  261.161  (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  USSD        -  40 57 39.80500(N)    074 21 03.62200(W) AD(       ) 3
 KV6951
 KV6951.Superseded values are not recommended for survey control.
 KV6951
 KV6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6951.See file dsdata.pdf to determine how the superseded data were derived.
 KV6951
 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 NOT SUITABLE FOR
 KV6951+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 KV6951
 KV6951  HISTORY     - Date     Condition        Report By
 KV6951  HISTORY     - 1882     MONUMENTED       CGS
 KV6951  HISTORY     - 19910925 GOOD             NJGS
 KV6951  HISTORY     - 19921105 GOOD
 KV6951  HISTORY     - 20070903 GOOD             GEOCAC
 KV6951  HISTORY     - 20201014 GOOD             NJGS
 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.
 KV6951
 KV6951                          STATION RECOVERY (2007)
 KV6951
 KV6951'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6951'FOLLOWED 'GO TO DIRECTIONS' FROM 1991 RECOVERY/RESET FROM CUL-DE-SAC
 KV6951'AT END OF ALIZE DRIVE.  EASY PACK IN.  STATION IS LOCATED UNDER THE
 KV6951'GNEISS POST.  THIS SHOULD HAVE BEEN NOTED.
 KV6951
 KV6951                          STATION RECOVERY (2020)
 KV6951
 KV6951'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6951'MONUMENT IS UNDER THICK BRUSH AND TREES.  LARGE ROCKS HAD BEEN PLACED
 KV6951'ON TOP OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ3978 ***********************************************************************
 DQ3978  DESIGNATION -  BALD RIDGE
 DQ3978  PID         -  DQ3978
 DQ3978  STATE/COUNTY-  NJ/SALEM
 DQ3978  COUNTRY     -  US
 DQ3978  USGS QUAD   -  SALEM (2019)
 DQ3978
 DQ3978                         *CURRENT SURVEY CONTROL
 DQ3978  ______________________________________________________________________
 DQ3978* NAD 83(1986) POSITION- 39 35 15.09   (N) 075 29 15.40   (W)   HD_HELD1
 DQ3978* NAVD 88 ORTHO HEIGHT -     0.798 (meters)        2.62  (feet) ADJUSTED
 DQ3978  ______________________________________________________________________
 DQ3978  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 DQ3978  DYNAMIC HEIGHT  -          0.797 (meters)        2.61  (feet) COMP
 DQ3978  MODELED GRAVITY -    980,129.4   (mgal)                       NAVD 88
 DQ3978
 DQ3978  VERT ORDER      -  SECOND    CLASS II
 DQ3978
 DQ3978.The horizontal coordinates were determined by differentially corrected
 DQ3978.hand held GPS observations or other comparable positioning techniques
 DQ3978.and have an estimated accuracy of +/- 3 meters.
 DQ3978
 DQ3978.The orthometric height was determined by differential leveling and
 DQ3978.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3978.in July 2018.
 DQ3978
 DQ3978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3978.GEOID18 height accuracy estimate available here.
 DQ3978
 DQ3978.Click photographs - Photos may exist for this station.
 DQ3978
 DQ3978.The dynamic height is computed by dividing the NAVD 88
 DQ3978.geopotential number by the normal gravity value computed on the
 DQ3978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3978.degrees latitude (g = 980.6199 gals.).
 DQ3978
 DQ3978.The modeled gravity was interpolated from observed gravity values.
 DQ3978
 DQ3978;                    North         East    Units  Estimated Accuracy
 DQ3978;SPC NJ       -    84,187.6      65,166.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3978
 DQ3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5812882091(NAD 83)
 DQ3978
 DQ3978                          SUPERSEDED SURVEY CONTROL
 DQ3978
 DQ3978.No superseded survey control is available for this station.
 DQ3978
 DQ3978_MARKER: F = FLANGE-ENCASED ROD
 DQ3978_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ3978_STAMPING: BALD RIDGE BM
 DQ3978_MARK LOGO: USFWS
 DQ3978_PROJECTION: PROJECTING 3 CENTIMETERS
 DQ3978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3978+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2015
 DQ3978_ROD/PIPE-DEPTH: 8.8 meters
 DQ3978_SLEEVE-DEPTH  : 1.2 meters
 DQ3978
 DQ3978  HISTORY     - Date     Condition        Report By
 DQ3978  HISTORY     - 20150310 MONUMENTED       IDAK
 DQ3978
 DQ3978                          STATION DESCRIPTION
 DQ3978
 DQ3978'DESCRIBED BY DUBOIS AND KING, INC 2015 (JRF)
 DQ3978'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHWEST OF
 DQ3978'CANTON, 6.9 MI (11.1 KM) WEST-NORTHWEST OF ALLOWAY AND 1.5 MI (2.4 KM)
 DQ3978'NORTHWEST OF SALEM.  OWNERSHIP--U.S. GOVERNMENT.
 DQ3978'
 DQ3978'TO REACH FROM THE POST OFFICE IN SALEM, TRAVEL WEST ON WEST BROADWAY
 DQ3978'0.4 MI (0.6 KM), RIGHT ONTO FRONT ST FOR 0.2 MI (0.3 KM).  CONTINUE
 DQ3978'ONTO NJ-49 WEST SOUTH BROADWAY FOR 1.0 MI (1.6 KM) TO THE STATION ON
 DQ3978'THE RIGHT.
 DQ3978'
 DQ3978'MARK IS 35.5 FT (10.8 M) NORTH EAST OF A 4 FT (1.2 M) DIAMETER
 DQ3978'CONCRETE STRUCTURE, 64 FT (19.5 M) NORTH EAST FROM THE SOUTH EAST
 DQ3978'CORNER OF A GARAGE, 339 FT (103.3 M) NORTHEAST FROM THE CENTERLINE OF
 DQ3978'NJ-49.
 DQ3978'
 DQ3978'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU4514 ***********************************************************************
 KU4514  DESIGNATION -  BAMBOO CLUB VENT STACK
 KU4514  PID         -  KU4514
 KU4514  STATE/COUNTY-  NJ/MONMOUTH
 KU4514  COUNTRY     -  US
 KU4514  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU4514
 KU4514                         *CURRENT SURVEY CONTROL
 KU4514  ______________________________________________________________________
 KU4514* NAD 83(1996) POSITION- 40 21 16.66898(N) 073 58 23.73848(W)   ADJUSTED
 KU4514  ______________________________________________________________________
 KU4514  GEOID HEIGHT    -        -32.668 (meters)                     GEOID18
 KU4514  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4514.GEOID18 height accuracy estimate available here.
 KU4514
 KU4514.Click photographs - Photos may exist for this station.
 KU4514
 KU4514.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4514
 KU4514. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8718767624(NAD 83)
 KU4514
 KU4514                          SUPERSEDED SURVEY CONTROL
 KU4514
 KU4514  NAD 83(1986)-  40 21 16.66881(N)    073 58 23.73487(W) AD(       ) 3
 KU4514
 KU4514.Superseded values are not recommended for survey control.
 KU4514
 KU4514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4514.See file dsdata.pdf to determine how the superseded data were derived.
 KU4514
 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 = JULY 24, 2026 22:12:30 EDT
 JU2857 ***********************************************************************
 JU2857  DESIGNATION -  BANK
 JU2857  PID         -  JU2857
 JU2857  STATE/COUNTY-  NJ/CAPE MAY
 JU2857  COUNTRY     -  US
 JU2857  USGS QUAD   -  OCEAN CITY (2019)
 JU2857
 JU2857                         *CURRENT SURVEY CONTROL
 JU2857  ______________________________________________________________________
 JU2857* NAD 83(2011) POSITION- 39 16 47.06985(N) 074 34 29.67587(W)   ADJUSTED
 JU2857* NAD 83(2011) ELLIP HT-    -6.700 (meters)        (06/27/12)   ADJUSTED
 JU2857* NAD 83(2011) EPOCH   -  2010.00
 JU2857* NAVD 88 ORTHO HEIGHT -    27.9   (meters)       92.    (feet) GPS OBS
 JU2857  ______________________________________________________________________
 JU2857  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2857  GEOID HEIGHT    -        -34.619 (meters)                     GEOID18
 JU2857  NAD 83(2011) X  -  1,314,921.811 (meters)                     COMP
 JU2857  NAD 83(2011) Y  - -4,765,641.305 (meters)                     COMP
 JU2857  NAD 83(2011) Z  -  4,016,400.327 (meters)                     COMP
 JU2857  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 JU2857
 JU2857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2857  Standards:
 JU2857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2857  -------------------------------------------------------------------
 JU2857  NETWORK    0.47   0.76           0.21   0.17   0.39      0.02738459
 JU2857  -------------------------------------------------------------------
 JU2857  Click here for local accuracies and other accuracy information.
 JU2857
 JU2857.The horizontal coordinates were established by GPS observations
 JU2857.and adjusted by the National Geodetic Survey in June 2012.
 JU2857
 JU2857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2857.been affixed to the stable North American tectonic plate. See 
 JU2857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2857
 JU2857.The horizontal coordinates are valid at the epoch date displayed above
 JU2857.which is a decimal equivalence of Year/Month/Day.
 JU2857
 JU2857.The orthometric height was determined by GPS observations and a
 JU2857.high-resolution geoid model.
 JU2857
 JU2857.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2857.GEOID18 height accuracy estimate available here.
 JU2857
 JU2857.Click photographs - Photos may exist for this station.
 JU2857
 JU2857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2857
 JU2857.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2857
 JU2857.The ellipsoidal height was determined by GPS observations
 JU2857.and is referenced to NAD 83.
 JU2857
 JU2857. The following values were computed from the NAD 83(2011) position.
 JU2857
 JU2857;                    North         East     Units Scale Factor Converg.
 JU2857;SPC NJ       -    49,556.432   143,537.095   MT  0.99990051   -0 02 50.7
 JU2857;SPC NJ       -   162,586.39    470,921.29   sFT  0.99990051   -0 02 50.7
 JU2857;UTM  18      - 4,347,906.668   536,663.976   MT  0.99961655   +0 16 08.9
 JU2857
 JU2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2857!SPC NJ       -   1.00000105  x   0.99990051  =   0.99990156
 JU2857!UTM  18      -   1.00000105  x   0.99961655  =   0.99961760
 JU2857
 JU2857:                Primary Azimuth Mark                     Grid Az
 JU2857:SPC NJ       -  BANK AZ MK                               299 29 56.3
 JU2857:UTM  18      -  BANK AZ MK                               299 10 56.7
 JU2857
 JU2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3666347906(NAD 83)
 JU2857
 JU2857|---------------------------------------------------------------------|
 JU2857| PID    Reference Object                     Distance      Geod. Az  |
 JU2857|                                                           dddmmss.s |
 JU2857| JU2862 MARGATE CITY WATER TANK             APPROX. 8.7 KM 0454300.3 |
 JU2857| JU2861 MARGATE CITY STANDPIPE              APPROX. 7.2 KM 0461118.0 |
 JU2857| CB1213 BANK RM 1                             9.409 METERS 04615     |
 JU2857| JU2842 LONGPORT STANDPIPE                  APPROX. 6.1 KM 0475625.2 |
 JU2857| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX.15.1 KM 0545821.6 |
 JU2857| JU2848 OCEAN CITY COAST GUARD LOT          APPROX. 1.9 KM 0662114.8 |
 JU2857| CB1214 BANK RM 2                            27.557 METERS 13358     |
 JU2857| JU2854 OCEAN CITY FLANDERS HOTEL CUP       APPROX. 0.6 KM 1910818.4 |
 JU2857| JU2929 SEA ISLE CITY STANDPIPE             APPROX.17.0 KM 2164142.3 |
 JU2857| JU2918 CORSON INLET COAST GUARD LOT        APPROX.10.9 KM 2165307.5 |
 JU2857| JU2920 STRATHMERE STANDPIPE                APPROX.11.6 KM 2175200.9 |
 JU2857| JU2838 LARGE STACK SW STA BANK             APPROX. 3.4 KM 2345501.3 |
 JU2857| JU2910 PALERMO AF BASE RADAR DOME          APPROX.11.6 KM 2354750.4 |
 JU2857| JU2851 OCEAN CITY STANDPIPE                APPROX. 0.6 KM 2400329.9 |
 JU2857| JU2852 OCEAN CITY NORTH STANDPIPE          383.828 METERS 24946     |
 JU2857| JU0366 BANK AZ MK                                         2992705.6 |
 JU2857| JU2839 SOMERS POINT STANDPIPE              APPROX. 4.9 KM 3333348.0 |
 JU2857| JU2856 OCEAN CITY WATER TANK               237.297 METERS 33425     |
 JU2857|---------------------------------------------------------------------|
 JU2857
 JU2857                          SUPERSEDED SURVEY CONTROL
 JU2857
 JU2857  NAD 83(2007)-  39 16 47.07021(N)    074 34 29.67658(W) AD(2002.00) 0
 JU2857  ELLIP H (02/10/07)   -6.692  (m)                       GP(2002.00)    
 JU2857  ELLIP H (10/23/02)   -6.645  (m)                       GP(       ) 4 1
 JU2857  NAD 83(1996)-  39 16 47.06991(N)    074 34 29.67645(W) AD(       ) 1
 JU2857  ELLIP H (05/14/99)   -6.695  (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)   -6.772  (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
 JU2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2857.See file dsdata.pdf to determine how the superseded data were derived.
 JU2857
 JU2857_MARKER: DS = TRIANGULATION STATION DISK
 JU2857_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JU2857_SP_SET: BUILDING
 JU2857_STAMPING: BANK 1932
 JU2857_MARK LOGO: CGS
 JU2857_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2857+STABILITY: POSITION/ELEVATION WELL
 JU2857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2857+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2022
 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  HISTORY     - 20220701 GOOD             PROFLN
 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.
 JU2857
 JU2857                          STATION RECOVERY (2022)
 JU2857
 JU2857'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 JU2857'THE STATION AND BOTH RMS WERE RECOVERED IN GOOD SHAPE.  ACCESS TO THE
 JU2857'ROOF THIS DATE WAS VIA STAIRS (ELEVATOR NOT WORKING) TO THE SIXTH
 JU2857'FLOOR, THEN FIXED 12-FT STEEL LADDER TO 4 X 4 HATCH DOOR WITH
 JU2857'MECHANISM TO RAISE IT AND KEEP IT PROPPED OPEN.
 JU2857'
 JU2857'THE STATION IS ABOUT 25 FT (7.6 M) NORTHWEST OF THE HATCH, A FOOT OR
 JU2857'TWO SE OF THE NORTHWEST WALL.  THE RMS ARE IN THE COPING, REFERENCE
 JU2857'MARK 1 ON TOP OF THE NORTHEAST WALL AND REFERENCE MARK 2 ON TOP OF THE
 JU2857'SOUTHEAST WALL.  THERE IS ELECTRICAL / COMMUNICATIONS EQUIPMENT ALL
 JU2857'OVER THE ROOF.  PROBABLY DIRTY ENVIRONMENT FOR GPS.  8 FT (2.4 M)
 JU2857'TRIPOD AND STEPLADDER NEEDED FOR OPTICAL OBSERVATIONS FROM / TO THE
 JU2857'STATION, 2 M (6.6 FT) TRIPOD FOR GPS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3027 ***********************************************************************
 JU3027  DESIGNATION -  BANK
 JU3027  PID         -  JU3027
 JU3027  STATE/COUNTY-  NJ/CAMDEN
 JU3027  COUNTRY     -  US
 JU3027  USGS QUAD   -  CAMDEN (2019)
 JU3027
 JU3027                         *CURRENT SURVEY CONTROL
 JU3027  ______________________________________________________________________
 JU3027* NAD 83(1996) POSITION- 39 57 55.97569(N) 075 04 28.38932(W)   ADJUSTED
 JU3027* NAVD 88 ORTHO HEIGHT -    14.    (meters)       46.    (feet) SCALED
 JU3027  ______________________________________________________________________
 JU3027  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 JU3027  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3027.GEOID18 height accuracy estimate available here.
 JU3027
 JU3027.Click photographs - Photos may exist for this station.
 JU3027
 JU3027.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3027
 JU3027. The following values were computed from the NAD 83(1996) position.
 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       -  DELAIR KIECKHEFER CONTAIN STK            031 42 25.5
 JU3027:SPC PA S     -  DELAIR KIECKHEFER CONTAIN STK            029 36 08.0
 JU3027:UTM  18      -  DELAIR KIECKHEFER CONTAIN STK            031 23 09.3
 JU3027
 JU3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9363323936(NAD 83)
 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
 JU3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3027.See file dsdata.pdf to determine how the superseded data were derived.
 JU3027
 JU3027_MARKER: I = METAL ROD
 JU3027_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 JU3027_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3027
 JU3027  HISTORY     - Date     Condition        Report By
 JU3027  HISTORY     - 1925     MONUMENTED       USACE
 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4224 ***********************************************************************
 KV4224  DESIGNATION -  BANK
 KV4224  PID         -  KV4224
 KV4224  STATE/COUNTY-  NJ/HUDSON
 KV4224  COUNTRY     -  US
 KV4224  USGS QUAD   -  JERSEY CITY (2019)
 KV4224
 KV4224                         *CURRENT SURVEY CONTROL
 KV4224  ______________________________________________________________________
 KV4224* NAD 83(1996) POSITION- 40 43 10.50847(N) 074 06 27.18231(W)   ADJUSTED
 KV4224* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4224  ______________________________________________________________________
 KV4224  GEOID HEIGHT    -        -32.134 (meters)                     GEOID18
 KV4224  LAPLACE CORR    -          6.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4224.GEOID18 height accuracy estimate available here.
 KV4224
 KV4224.Click photographs - Photos may exist for this station.
 KV4224
 KV4224.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4224
 KV4224. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000494  x   0.99991353  =   0.99991847
 KV4224!SPC NY L     -   1.00000494  x   0.99999748  =   1.00000242
 KV4224!UTM  18      -   1.00000494  x   0.99966993  =   0.99967487
 KV4224
 KV4224:                Primary Azimuth Mark                     Grid Az
 KV4224:SPC NJ       -  C 2                                      179 57 12.9
 KV4224:SPC NY L     -  C 2                                      180 16 47.8
 KV4224:UTM  18      -  C 2                                      179 37 38.6
 KV4224
 KV4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7537408012(NAD 83)
 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  USSD        -  40 43 10.51800(N)    074 06 28.56900(W) AD(       ) 3
 KV4224
 KV4224.Superseded values are not recommended for survey control.
 KV4224
 KV4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4224.See file dsdata.pdf to determine how the superseded data were derived.
 KV4224
 KV4224_MARKER: DS = TRIANGULATION STATION DISK
 KV4224_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4224_MARK LOGO: CGS
 KV4224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4820 ***********************************************************************
 KV4820  DESIGNATION -  BANK
 KV4820  PID         -  KV4820
 KV4820  STATE/COUNTY-  NJ/MIDDLESEX
 KV4820  COUNTRY     -  US
 KV4820  USGS QUAD   -  PERTH AMBOY (2016)
 KV4820
 KV4820                         *CURRENT SURVEY CONTROL
 KV4820  ______________________________________________________________________
 KV4820* NAD 83(1996) POSITION- 40 30 33.17014(N) 074 16 03.88691(W)   ADJUSTED
 KV4820* NAVD 88 ORTHO HEIGHT -    14.    (meters)       46.    (feet) SCALED
 KV4820  ______________________________________________________________________
 KV4820  GEOID HEIGHT    -        -32.494 (meters)                     GEOID18
 KV4820  LAPLACE CORR    -          4.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4820.GEOID18 height accuracy estimate available here.
 KV4820
 KV4820.Click photographs - Photos may exist for this station.
 KV4820
 KV4820.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4820
 KV4820. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4820:SPC NJ       -  OUTER                                    044 23 02.5
 KV4820:SPC NY L     -  OUTER                                    044 42 36.1
 KV4820:UTM  18      -  OUTER                                    044 03 33.2
 KV4820
 KV4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6203884534(NAD 83)
 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 0443205.6 |
 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
 KV4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4820.See file dsdata.pdf to determine how the superseded data were derived.
 KV4820
 KV4820_MARKER: DS = TRIANGULATION STATION DISK
 KV4820_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KV4820_SP_SET: BUILDING ROOF
 KV4820_STAMPING: BANK 1931
 KV4820_MARK LOGO: CGS
 KV4820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV4820+STABILITY: POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU0366 ***********************************************************************
 JU0366  DESIGNATION -  BANK AZ MK
 JU0366  PID         -  JU0366
 JU0366  STATE/COUNTY-  NJ/CAPE MAY
 JU0366  COUNTRY     -  US
 JU0366  USGS QUAD   -  OCEAN CITY (2019)
 JU0366
 JU0366                         *CURRENT SURVEY CONTROL
 JU0366  ______________________________________________________________________
 JU0366* NAD 83(1986) POSITION- 39 16 56.7    (N) 074 34 51.7    (W)   HD_HELD2
 JU0366* NAVD 88 ORTHO HEIGHT -     1.939 (meters)        6.36  (feet) ADJUSTED
 JU0366  ______________________________________________________________________
 JU0366  GEOID HEIGHT    -        -34.602 (meters)                     GEOID18
 JU0366  DYNAMIC HEIGHT  -          1.938 (meters)        6.36  (feet) COMP
 JU0366  MODELED GRAVITY -    980,098.7   (mgal)                       NAVD 88
 JU0366
 JU0366  VERT ORDER      -  FIRST     CLASS II
 JU0366
 JU0366.The horizontal coordinates were established by autonomous hand held GPS
 JU0366.observations and have an estimated accuracy of +/- 10 meters.
 JU0366
 JU0366.The orthometric height was determined by differential leveling and
 JU0366.adjusted by the NATIONAL GEODETIC SURVEY
 JU0366.in March 2005.
 JU0366
 JU0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0366.GEOID18 height accuracy estimate available here.
 JU0366
 JU0366.Click photographs - Photos may exist for this station.
 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       -    49,854.      143,010.      MT  (+/- 10 meters HH2 GPS)
 JU0366
 JU0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3613448201(NAD 83)
 JU0366
 JU0366                          SUPERSEDED SURVEY CONTROL
 JU0366
 JU0366  NAVD 88 (06/15/91)    1.934  (m)            6.35   (f) SUPERSEDED  1 1
 JU0366  NGVD 29 (04/16/92)    2.326  (m)            7.63   (f) ADJUSTED    1 1
 JU0366  NGVD 29 (01/10/92)    2.326  (m)            7.63   (f) SUPERSEDED  1 1
 JU0366  NGVD 29 (??/??/87)    2.326  (m)            7.63   (f) SUPERSEDED  1 1
 JU0366
 JU0366.Superseded values are not recommended for survey control.
 JU0366
 JU0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0366.See file dsdata.pdf to determine how the superseded data were derived.
 JU0366
 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  HISTORY     - 20111109 MARK NOT FOUND   INDIV
 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.
 JU0366
 JU0366                          STATION RECOVERY (2011)
 JU0366
 JU0366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU0366'THE SOUTH END OF THE FORMER OCEAN CITY-SOMERS POINT BRIDGE HAS BEEN
 JU0366'DEMOLISHED AND THE STATION IS LOST. THE NEW NORTHBOUND BRIDGE IS BEING
 JU0366'CONSTRUCTED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5325 ***********************************************************************
 KV5325  DESIGNATION -  BANK RESET
 KV5325  PID         -  KV5325
 KV5325  STATE/COUNTY-  NJ/MIDDLESEX
 KV5325  COUNTRY     -  US
 KV5325  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5325
 KV5325                         *CURRENT SURVEY CONTROL
 KV5325  ______________________________________________________________________
 KV5325* NAD 83(1996) POSITION- 40 26 19.36983(N) 074 21 36.71109(W)   ADJUSTED
 KV5325* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5325  ______________________________________________________________________
 KV5325  GEOID HEIGHT    -        -32.628 (meters)                     GEOID18
 KV5325  LAPLACE CORR    -          4.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5325.GEOID18 height accuracy estimate available here.
 KV5325
 KV5325.Click photographs - Photos may exist for this station.
 KV5325
 KV5325.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5325
 KV5325. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5426276648(NAD 83)
 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
 KV5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5325.See file dsdata.pdf to determine how the superseded data were derived.
 KV5325
 KV5325_MARKER: DS = TRIANGULATION STATION DISK
 KV5325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV5325_MARK LOGO: CGS
 KV5325_MAGNETIC: P = MARKER IS A STEEL PIPE
 KV5325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5325
 KV5325  HISTORY     - Date     Condition        Report By
 KV5325  HISTORY     - 1928     MONUMENTED       USACE
 KV5325  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KV5325
 KV5325                          STATION DESCRIPTION
 KV5325
 KV5325'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV3915 ***********************************************************************
 KV3915  DESIGNATION -  BAR
 KV3915  PID         -  KV3915
 KV3915  STATE/COUNTY-  NJ/BERGEN
 KV3915  COUNTRY     -  US
 KV3915  USGS QUAD   -  WEEHAWKEN (2016)
 KV3915
 KV3915                         *CURRENT SURVEY CONTROL
 KV3915  ______________________________________________________________________
 KV3915* NAD 83(1996) POSITION- 40 52 07.59248(N) 074 06 44.91326(W)   ADJUSTED
 KV3915* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3915  ______________________________________________________________________
 KV3915  GEOID HEIGHT    -        -32.105 (meters)                     GEOID18
 KV3915  LAPLACE CORR    -          6.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3915.GEOID18 height accuracy estimate available here.
 KV3915
 KV3915.Click photographs - Photos may exist for this station.
 KV3915
 KV3915.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3915
 KV3915. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000493  x   0.99991313  =   0.99991806
 KV3915!SPC NY L     -   1.00000493  x   0.99999495  =   0.99999988
 KV3915!UTM  18      -   1.00000493  x   0.99966885  =   0.99967378
 KV3915
 KV3915:                Primary Azimuth Mark                     Grid Az
 KV3915:SPC NJ       -  CHURCH 1913                              224 08 37.2
 KV3915:SPC NY L     -  CHURCH 1913                              224 28 14.9
 KV3915:UTM  18      -  CHURCH 1913                              223 48 59.4
 KV3915
 KV3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7479024569(NAD 83)
 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  USSD        -  40 52 07.58100(N)    074 06 46.31200(W) AD(       ) 3
 KV3915
 KV3915.Superseded values are not recommended for survey control.
 KV3915
 KV3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3915.See file dsdata.pdf to determine how the superseded data were derived.
 KV3915
 KV3915_MARKER: DR = REFERENCE MARK DISK
 KV3915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3915_SP_SET: BRIDGE
 KV3915_STAMPING: BAR 1913 1933
 KV3915_MARK LOGO: CGS
 KV3915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV5149 ***********************************************************************
 KV5149  DESIGNATION -  BAR 1933
 KV5149  PID         -  KV5149
 KV5149  STATE/COUNTY-  NJ/MONMOUTH
 KV5149  COUNTRY     -  US
 KV5149  USGS QUAD   -  ASBURY PARK (2019)
 KV5149
 KV5149                         *CURRENT SURVEY CONTROL
 KV5149  ______________________________________________________________________
 KV5149* NAD 83(1996) POSITION- 40 11 05.42155(N) 074 02 28.37408(W)   ADJUSTED
 KV5149* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5149  ______________________________________________________________________
 KV5149  GEOID HEIGHT    -        -32.872 (meters)                     GEOID18
 KV5149  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5149.GEOID18 height accuracy estimate available here.
 KV5149
 KV5149.Click photographs - Photos may exist for this station.
 KV5149
 KV5149.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5149
 KV5149. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8162148713(NAD 83)
 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
 KV5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5149.See file dsdata.pdf to determine how the superseded data were derived.
 KV5149
 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 = JULY 24, 2026 22:12:30 EDT
 JU0023 ***********************************************************************
 JU0023  DESIGNATION -  BARNE AZ MK
 JU0023  PID         -  JU0023
 JU0023  STATE/COUNTY-  NJ/OCEAN
 JU0023  COUNTRY     -  US
 JU0023  USGS QUAD   -  SEASIDE PARK (2019)
 JU0023
 JU0023                         *CURRENT SURVEY CONTROL
 JU0023  ______________________________________________________________________
 JU0023* NAD 83(1986) POSITION- 39 56 38.     (N) 074 05 39.     (W)   SCALED
 JU0023* NAVD 88 ORTHO HEIGHT -     1.857 (meters)        6.09  (feet) ADJUSTED
 JU0023  ______________________________________________________________________
 JU0023  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 JU0023  DYNAMIC HEIGHT  -          1.856 (meters)        6.09  (feet) COMP
 JU0023  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 JU0023
 JU0023  VERT ORDER      -  FIRST     CLASS II
 JU0023
 JU0023.The horizontal coordinates were scaled from a map and have
 JU0023.an estimated accuracy of +/- 6 seconds.
 JU0023
 JU0023.The orthometric height was determined by differential leveling and
 JU0023.adjusted by the NATIONAL GEODETIC SURVEY
 JU0023.in May 2011.
 JU0023
 JU0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0023.GEOID18 height accuracy estimate available here.
 JU0023
 JU0023.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK773219(NAD 83)
 JU0023
 JU0023                          SUPERSEDED SURVEY CONTROL
 JU0023
 JU0023  NAVD 88 (06/15/91)    1.869  (m)            6.13   (f) SUPERSEDED  1 1
 JU0023  NGVD 29 (04/16/92)    2.220  (m)            7.28   (f) ADJUSTED    1 1
 JU0023  NGVD 29 (01/10/92)    2.220  (m)            7.28   (f) SUPERSEDED  1 1
 JU0023  NGVD 29 (??/??/87)    2.246  (m)            7.37   (f) SUPERSEDED  1 1
 JU0023
 JU0023.Superseded values are not recommended for survey control.
 JU0023
 JU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0023.See file dsdata.pdf to determine how the superseded data were derived.
 JU0023
 JU0023_MARKER: DZ = AZIMUTH MARK DISK
 JU0023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0023_SP_SET: CURB
 JU0023_STAMPING: BARNE 1962
 JU0023_MARK LOGO: CGS
 JU0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0023+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2007
 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  HISTORY     - 20070505 GOOD             NJGS
 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.
 JU0023
 JU0023                          STATION RECOVERY (2007)
 JU0023
 JU0023'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU0023'RECOVERED IN GOOD CONDITION.  ADD THE FOLLOWING-THE STATION LOCATED IN
 JU0023'THE SOUTHERLY CURB OF THE WESTBOUND LANES OF NJ STATE ROUTE 37 LEADING
 JU0023'TO THE BRIDGE OVER THE BARNEGAT BAY.  THE STATION IS 102.5 FT (31.2 M)
 JU0023'EAST OF MILEPOST 12.5 FOR WESTBOUND LANES OF ROUTE 37.  A METAL
 JU0023'WITNESS POST WAS INSTALLED SOUTH OF THE STATION AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4422 ***********************************************************************
 JU4422  DESIGNATION -  BARNEGAT
 JU4422  PID         -  JU4422
 JU4422  STATE/COUNTY-  NJ/OCEAN
 JU4422  COUNTRY     -  US
 JU4422  USGS QUAD   -  BROOKVILLE (2019)
 JU4422
 JU4422                         *CURRENT SURVEY CONTROL
 JU4422  ______________________________________________________________________
 JU4422* NAD 83(2011) POSITION- 39 45 07.87812(N) 074 15 10.44037(W)   ADJUSTED
 JU4422* NAD 83(2011) ELLIP HT-    -1.711 (meters)        (06/27/12)   ADJUSTED
 JU4422* NAD 83(2011) EPOCH   -  2010.00
 JU4422* NAVD 88 ORTHO HEIGHT -    31.5   (meters)      103.    (feet) GPS OBS
 JU4422  ______________________________________________________________________
 JU4422  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4422  GEOID HEIGHT    -        -33.400 (meters)                     GEOID93
 JU4422  GEOID HEIGHT    -        -33.117 (meters)                     GEOID18
 JU4422  NAD 83(2011) X  -  1,332,627.585 (meters)                     COMP
 JU4422  NAD 83(2011) Y  - -4,726,056.645 (meters)                     COMP
 JU4422  NAD 83(2011) Z  -  4,056,868.519 (meters)                     COMP
 JU4422  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 JU4422
 JU4422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4422  Standards:
 JU4422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4422  -------------------------------------------------------------------
 JU4422  NETWORK    0.70   1.10           0.30   0.27   0.56      0.03423511
 JU4422  -------------------------------------------------------------------
 JU4422  Click here for local accuracies and other accuracy information.
 JU4422
 JU4422.The horizontal coordinates were established by GPS observations
 JU4422.and adjusted by the National Geodetic Survey in June 2012.
 JU4422
 JU4422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4422.been affixed to the stable North American tectonic plate. See 
 JU4422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4422
 JU4422.The horizontal coordinates are valid at the epoch date displayed above
 JU4422.which is a decimal equivalence of Year/Month/Day.
 JU4422
 JU4422.The orthometric height was determined by GPS observations and a
 JU4422.high-resolution geoid model.
 JU4422
 JU4422.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4422.GEOID18 height accuracy estimate available here.
 JU4422
 JU4422.Click photographs - Photos may exist for this station.
 JU4422
 JU4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4422
 JU4422.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4422
 JU4422.The ellipsoidal height was determined by GPS observations
 JU4422.and is referenced to NAD 83.
 JU4422
 JU4422. The following values were computed from the NAD 83(2011) position.
 JU4422
 JU4422;                    North         East     Units Scale Factor Converg.
 JU4422;SPC NJ       -   102,031.274   171,174.787   MT  0.99990552   +0 09 28.8
 JU4422;SPC NJ       -   334,747.60    561,595.95   sFT  0.99990552   +0 09 28.8
 JU4422;UTM  18      - 4,400,519.984   564,002.489   MT  0.99965043   +0 28 39.9
 JU4422
 JU4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4422!SPC NJ       -   1.00000027  x   0.99990552  =   0.99990579
 JU4422!UTM  18      -   1.00000027  x   0.99965043  =   0.99965070
 JU4422
 JU4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6400200519(NAD 83)
 JU4422
 JU4422                          SUPERSEDED SURVEY CONTROL
 JU4422
 JU4422  NAD 83(2007)-  39 45 07.87866(N)    074 15 10.44112(W) AD(2002.00) 0
 JU4422  ELLIP H (02/10/07)   -1.703  (m)                       GP(2002.00)    
 JU4422  ELLIP H (10/23/02)   -1.678  (m)                       GP(       ) 4 1
 JU4422  NAD 83(1996)-  39 45 07.87833(N)    074 15 10.44112(W) AD(       ) 1
 JU4422  ELLIP H (05/14/99)   -1.694  (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)   -1.687  (m)                       GP(       ) 3 1
 JU4422
 JU4422.Superseded values are not recommended for survey control.
 JU4422
 JU4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4422.See file dsdata.pdf to determine how the superseded data were derived.
 JU4422
 JU4422_STAMPING: BARNEGAT 1991
 JU4422_MARK LOGO: NJHA
 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  HISTORY     - 20190711 MARK NOT FOUND   NJGS
 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.
 JU4422
 JU4422                          STATION RECOVERY (2019)
 JU4422
 JU4422'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU4422'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2631 ***********************************************************************
 JU2631  DESIGNATION -  BARNEGAT INLET N BREAKWATER LT
 JU2631  PID         -  JU2631
 JU2631  STATE/COUNTY-  NJ/OCEAN
 JU2631  COUNTRY     -  US
 JU2631  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2631
 JU2631                         *CURRENT SURVEY CONTROL
 JU2631  ______________________________________________________________________
 JU2631* NAD 83(1996) POSITION- 39 45 32.69803(N) 074 05 23.96676(W)   ADJUSTED
 JU2631  ______________________________________________________________________
 JU2631  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 JU2631  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2631.GEOID18 height accuracy estimate available here.
 JU2631
 JU2631.Click photographs - Photos may exist for this station.
 JU2631
 JU2631.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2631
 JU2631. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7795101414(NAD 83)
 JU2631
 JU2631                          SUPERSEDED SURVEY CONTROL
 JU2631
 JU2631  NAD 83(1986)-  39 45 32.68882(N)    074 05 23.96000(W) AD(       ) 3
 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
 JU2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2631.See file dsdata.pdf to determine how the superseded data were derived.
 JU2631
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2475  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2475
 JU2475                         *CURRENT SURVEY CONTROL
 JU2475  ______________________________________________________________________
 JU2475* NAD 83(2011) POSITION- 39 45 46.60485(N) 074 06 27.44481(W)   ADJUSTED
 JU2475* NAD 83(2011) ELLIP HT-   -32.057 (meters)        (06/27/12)   ADJUSTED
 JU2475* NAD 83(2011) EPOCH   -  2010.00
 JU2475* NAVD 88 ORTHO HEIGHT -     1.242 (meters)        4.07  (feet) ADJUSTED
 JU2475  ______________________________________________________________________
 JU2475  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 JU2475  NAD 83(2011) X  -  1,344,390.903 (meters)                     COMP
 JU2475  NAD 83(2011) Y  - -4,721,905.403 (meters)                     COMP
 JU2475  NAD 83(2011) Z  -  4,057,767.310 (meters)                     COMP
 JU2475  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 JU2475  DYNAMIC HEIGHT  -          1.241 (meters)        4.07  (feet) COMP
 JU2475  MODELED GRAVITY -    980,161.7   (mgal)                       NAVD 88
 JU2475
 JU2475  VERT ORDER      -  FIRST     CLASS II
 JU2475
 JU2475  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2475  Standards:
 JU2475         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2475            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2475  -------------------------------------------------------------------
 JU2475  NETWORK    0.38   0.80           0.17   0.14   0.41     -0.02860721
 JU2475  -------------------------------------------------------------------
 JU2475  Click here for local accuracies and other accuracy information.
 JU2475
 JU2475.The horizontal coordinates were established by GPS observations
 JU2475.and adjusted by the National Geodetic Survey in June 2012.
 JU2475
 JU2475.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2475.been affixed to the stable North American tectonic plate. See 
 JU2475.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2475
 JU2475.The horizontal coordinates are valid at the epoch date displayed above
 JU2475.which is a decimal equivalence of Year/Month/Day.
 JU2475
 JU2475.The orthometric height was determined by differential leveling and
 JU2475.adjusted by the NATIONAL GEODETIC SURVEY
 JU2475.in February 2021.
 JU2475
 JU2475.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2475.GEOID18 height accuracy estimate available here.
 JU2475
 JU2475.This Tidal Bench Mark is designated as VM 11485
 JU2475.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2475
 JU2475.Click photographs - Photos may exist for this station.
 JU2475
 JU2475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2475
 JU2475.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2475
 JU2475.The ellipsoidal height was determined by GPS observations
 JU2475.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2475
 JU2475;                    North         East     Units Scale Factor Converg.
 JU2475;SPC NJ       -   103,269.983   183,618.801   MT  0.99991391   +0 15 03.5
 JU2475;SPC NJ       -   338,811.60    602,422.68   sFT  0.99991391   +0 15 03.5
 JU2475;UTM  18      - 4,401,827.802   576,436.304   MT  0.99967193   +0 34 14.9
 JU2475
 JU2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2475!SPC NJ       -   1.00000503  x   0.99991391  =   0.99991894
 JU2475!UTM  18      -   1.00000503  x   0.99967193  =   0.99967696
 JU2475
 JU2475:                Primary Azimuth Mark                     Grid Az
 JU2475:SPC NJ       -  BARNEGAT LIGHT NEW WATER TANK            185 44 49.3
 JU2475:UTM  18      -  BARNEGAT LIGHT NEW WATER TANK            185 25 37.9
 JU2475
 JU2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7643601827(NAD 83)
 JU2475
 JU2475|---------------------------------------------------------------------|
 JU2475| PID    Reference Object                     Distance      Geod. Az  |
 JU2475|                                                           dddmmss.s |
 JU2475| JU2476 BARNEGAT LIGHT 3 RM 7                 8.924 METERS 03520     |
 JU2475| JU2628 BARNEGAT LIGHTHOUSE                 195.836 METERS 03748     |
 JU2475| JU4335 SOUTH GPS                           174.668 METERS 07245     |
 JU2475| JU2631 BARNEGAT INLET N BREAKWATER LT      APPROX. 1.6 KM 1055037.5 |
 JU2475| JU0180 BARNEGAT LIGHT 3 RM 6                89.988 METERS 10643     |
 JU2475| JU2632 BARNEGAT INLET S BREAKWATER LT      APPROX. 1.4 KM 1164231.6 |
 JU2475| JU2642 BARNEGAT LIGHT OLD WATER TANK       APPROX. 0.7 KM 1844001.5 |
 JU2475| JU2641 BARNEGAT LIGHT NEW WATER TANK       APPROX. 0.7 KM 1855952.8 |
 JU2475| JU2684 BARNEGAT WATERWAY LIGHT 79          APPROX. 5.4 KM 2120536.9 |
 JU2475| JU2683 BARNEGAT WATERWAY LIGHT 76          APPROX. 5.2 KM 2252103.1 |
 JU2475| JU0178 BARNEGAT LIGHT 3 RM 4                26.743 METERS 23436     |
 JU2475| JU2689 BARNEGAT WATERWAY LIGHT 73          APPROX. 4.0 KM 2381533.1 |
 JU2475| JU2643 BARNEGAT WATER TANK                 APPROX. 9.8 KM 2652300.9 |
 JU2475| JU2746 WARREN GROVE FAA RADIO TOWER        APPROX.24.3 KM 2662633.9 |
 JU2475| JU2646 BARNEGAT BELL TELEPHONE TOWER       APPROX.12.1 KM 2671117.6 |
 JU2475| JU2645 BARNEGAT RADIO KEJ 805 MAST         APPROX.12.2 KM 2672419.8 |
 JU2475| JU2477 BARNEGAT LIGHT 3 RM 8                22.390 METERS 30843     |
 JU2475| CB1227 BARNEGAT LIGHT 3 RM 5                27.190 METERS 32852     |
 JU2475|---------------------------------------------------------------------|
 JU2475
 JU2475                          SUPERSEDED SURVEY CONTROL
 JU2475
 JU2475  NAD 83(2007)-  39 45 46.60552(N)    074 06 27.44589(W) AD(2002.00) 0
 JU2475  ELLIP H (02/10/07)  -32.060  (m)                       GP(2002.00)    
 JU2475  ELLIP H (09/24/01)  -32.024  (m)                       GP(       ) 4 1
 JU2475  NAD 83(1996)-  39 45 46.60486(N)    074 06 27.44522(W) AD(       ) B
 JU2475  ELLIP H (08/14/98)  -32.039  (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)  -32.038  (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 (02/11/25)    1.277  (m)            4.19   (f) SUPERSEDED  3 0
 JU2475  NAVD 88               1.25   (m)            4.1    (f) LEVELING    3  
 JU2475  NAVD 88 (03/25/05)    1.253  (m)            4.11   (f) SUPERSEDED  1 2
 JU2475  NAVD 88               1.28   (m)            4.2    (f) LEVELING    3  
 JU2475  NGVD 29 (??/??/??)    1.66   (m)            5.4    (f) RESET       3  
 JU2475  NGVD 29               1.66   (m)            5.4    (f) LEVELING    3  
 JU2475
 JU2475.Superseded values are not recommended for survey control.
 JU2475
 JU2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2475.See file dsdata.pdf to determine how the superseded data were derived.
 JU2475
 JU2475_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2475_STAMPING: BARNEGAT LIGHT 3 1962 1980
 JU2475_MARK LOGO: NGS
 JU2475_PROJECTION: RECESSED 30 CENTIMETERS
 JU2475_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2475+STABILITY: SURFACE MOTION
 JU2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2475+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 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     - 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     - 20020924 GOOD             USFWS
 JU2475  HISTORY     - 20061113 GOOD             NJGS
 JU2475  HISTORY     - 20080521 GOOD             NJDEP
 JU2475  HISTORY     - 20120217 GOOD             INDIV
 JU2475  HISTORY     - 20150409 GOOD             BOSWEL
 JU2475  HISTORY     - 20200603 GOOD             NJGS
 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.  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 OF
 JU2475'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 NGS 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.  IT IS COVERED WITH A 12-INCH MANHOLE IN THE EAST
 JU2475'BOUND LANE OF THE ENTRANCE ROAD TO THE LIGHTHOUSE.  IT IS LOCATED 44.2
 JU2475'METERS (145 FEET) EAST FROM THE CENTER OF BROADWAY STREET, 20.1 METERS
 JU2475'(66 FEET) SOUTH-SOUTHEAST FROM A POWERLINE POLE NUMBERED 37989, 7.9
 JU2475'METERS (26 FEET) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE GUARDS
 JU2475'STATION, 6.25 METERS (20.5 FEET) NORTHWEST FROM A CORNER POST FOR A
 JU2475'CHAIN LINK FENCE, AND 5.2 METERS (17 FEET) SOUTH FROM THE CENTER OF
 JU2475'THE DIVIDER FOR THE ROAD.
 JU2475'
 JU2475'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 JU2475'---BARNEGAT LIGHT 3 1962 1980--- SET INTO BEDROCK 0.9 METER (3 FEET)
 JU2475'BELOW THE SURFACE.
 JU2475'
 JU2475'REFERENCE MARK NO. 4 IS A STANDARD CGS (NOW NOS) DISK STAMPED
 JU2475'---BARNEGAT LIGHT 3 NO 4 1962--- SET INTO THE TOP OF A ROUND CONCRETE
 JU2475'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 15 CM (6 INCHES)
 JU2475'BELOW THE GROUND LOCATED 32.0 METERS (105 FEET) SOUTH-SOUTHWEST FROM
 JU2475'THE POWERLINE POLE NUMBERED 37989, 34.7 METERS (114 FEET) SOUTHWEST
 JU2475'FROM THE SOUTHWEST CORNER OF THE GUARDS STATION BUILDING, 21.0 METERS
 JU2475'(69 FEET) EAST FROM THE CENTER OF BROADWAY, 0.46 METER (1.5 FEET)
 JU2475'NORTH FROM A WITNESS POST, AND 0.9 METER (3 FEET) HIGHER THAN THE
 JU2475'STATION.
 JU2475'
 JU2475'REFERENCE MARK NO. 6 IS A STANDARD CGS (NOW NOS) DISK STAMPED
 JU2475'---BARNEGAT LIGHT 3 NO 6 1962--- SET INTO THE TOP OF A ROUND CONCRETE
 JU2475'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 JU2475'12.5 METERS (41 FEET) EAST FROM A LIGHT POLE NUMBERED T3185, 1.01
 JU2475'METERS (3.3 FEET) SOUTH FROM THE SOUTH EDGE OF PARKING LOT, 0.3 METER
 JU2475'(1 FOOT) NORTH FROM A FENCE, 0.43 METER (1.4 FEET) EAST FROM A WITNESS
 JU2475'POST, AND 0.9 METER (3 FEET) LOWER THAN THE STATION.
 JU2475'
 JU2475'REFERENCE MARK NO. 7 IS A STANDARD CGS (NOW NOS) DISK STAMPED
 JU2475'---BARNEGAT LIGHT 3 1962 NO 7 1980--- SET IN A DRILL HOLE IN THE
 JU2475'NORTHWEST CORNER OF A CONCRETE SLAB WHICH SUPPORTS THE SMALL BUILDING
 JU2475'AT THE GUARDHOUSE.  IT IS LOCATED 51.8 METERS (170 FEET) EAST FROM THE
 JU2475'CENTER OF BROADWAY STREET, 19.8 METERS (65 FEET) SOUTHEAST FROM THE
 JU2475'POWERLINE POLE NUMBERED 37989, 6.1 METERS (20 FEET) SOUTH FROM THE
 JU2475'CENTER OF THE EXITING ROAD FROM THE LIGHTHOUSE, 0.46 METER (1.5 FEET)
 JU2475'NORTHWEST 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 NGS DISK STAMPED
 JU2475'---BARNEGAT LIGHT 3 1962 NO 8 1980--- CEMENTED IN A DRILL HOLE IN A
 JU2475'CURB ALONG THE NORTH SIDE OF THE ROAD LEADING TO THE LIGHTHOUSE.  IT
 JU2475'IS LOCATED 31.7 METERS (104 FEET) EAST FROM THE CENTER OF BROADWAY,
 JU2475'24.1 METERS (79 FEET) NORTHWEST FROM THE NORTHWEST CORNER OF THE GUARD
 JU2475'HOUSE, 4.72 METERS (15.5 FEET) WEST FROM A POWERLINE POLE NUMBERED
 JU2475'37989, 12.2 METERS (40 FEET) NORTH FROM THE CENTER DIVIDER OF THE ROAD
 JU2475'TO THE LIGHTHOUSE, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 JU2475'
 JU2475'AZIMUTH MARK NO. 1 IS A STANDARD CGS (NOW NOS) DISK STAMPED
 JU2475'---BARNEGAT LIGHT NO 3 1932--- SET INTO THE TOP OF A SQUARE CONCRETE
 JU2475'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 11.9
 JU2475'METERS (39 FEET) WEST FROM THE CENTER OF CENTRAL AVENUE, 18.3 METERS
 JU2475'(60 FEET) SOUTH FROM THE CENTER OF WHERE BROADWAY JOINS CENTRAL
 JU2475'AVENUE, 14.84 METERS (48.7 FEET) SOUTHEAST FROM THE NORTHEAST ENTRANCE
 JU2475'TO WIDAS RESTAURANT, AND 0.94 METER (3.1 FEET) NORTH FROM A TELEPHONE
 JU2475'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'THE STATION MARK IS LOCATED AT THE ENTRANCE TO WHAT IS NOW BARNEGAT
 JU2475'LIGHTHOUSE STATE PARK IN BARNEGAT LIGHT BORO.  THE ENTRANCE TO THE
 JU2475'PARK IS ON THE RIGHT AT THE NORTHWEST END OF BROADWAY.  THE STATION
 JU2475'MARK HAS BEEN RESET IN THE PARK ENTRANCE DRIVEWAY, ABOUT 25 FT.
 JU2475'SOUTHWEST OF THE TOLL HOUSE AND ABOUT 8 PACES NORTH OF A WITNESS POST
 JU2475'LOCATED IN A FIELD BEYOND THE CURB.  IT IS SET ABOUT 12 IN. BELOW ROAD
 JU2475'LEVEL IN A 10 IN. X 10 IN. METAL BOX WITH A REMOVABLE COVER.  WATER
 JU2475'HAD TO BE BAILED OUT OF THE 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 (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                          STATION RECOVERY (2001)
 JU2475
 JU2475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DWS)
 JU2475'RECOVERED IN GOOD CONDITION.
 JU2475
 JU2475                          STATION RECOVERY (2002)
 JU2475
 JU2475'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2002 (TJG)
 JU2475'RECOVERED AS DESCRIBED.
 JU2475
 JU2475                          STATION RECOVERY (2006)
 JU2475
 JU2475'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (FAC)
 JU2475'THE STATION WAS RECOVERED, THE STATION IS A SURVEY DISK IN A CONCRETE
 JU2475'MONUMENT RECESSED IN AN IRON BOX IN THE ENTRANCE DRIVE TO THE NJ
 JU2475'BARNEGAT STATE PARK.
 JU2475
 JU2475                          STATION RECOVERY (2008)
 JU2475
 JU2475'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2008 (JPO)
 JU2475'RECOVERED IN GOOD CONDITION.  MONUMENT CASING IS IN THE ROAD IN THE
 JU2475'ENTRYWAY TO BARNEGAT LIGHTOUSE STATE PARK PARKING LOT.  THERE WAS
 JU2475'STANDING WATER IN THE CASING THAT NEEDED TO BE REMOVED TO OBSERVE THE
 JU2475'DISK.
 JU2475
 JU2475                          STATION RECOVERY (2012)
 JU2475
 JU2475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU2475'THERE WAS SOME STANDING WATER FOUND IN THE CASING.
 JU2475
 JU2475                          STATION RECOVERY (2015)
 JU2475
 JU2475'RECOVERY NOTE BY BOSWELL ENGINEERING 2015 (AB)
 JU2475'RECOVERED IN GOOD CONDITION.
 JU2475
 JU2475                          STATION RECOVERY (2020)
 JU2475
 JU2475'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU2475'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU0178  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0178
 JU0178                         *CURRENT SURVEY CONTROL
 JU0178  ______________________________________________________________________
 JU0178* NAD 83(1986) POSITION- 39 45 46.10   (N) 074 06 28.36   (W)   HD_HELD1
 JU0178* NAVD 88 ORTHO HEIGHT -     1.879 (meters)        6.16  (feet) ADJUSTED
 JU0178  ______________________________________________________________________
 JU0178  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 JU0178  DYNAMIC HEIGHT  -          1.878 (meters)        6.16  (feet) COMP
 JU0178  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 JU0178
 JU0178  VERT ORDER      -  FIRST     CLASS II
 JU0178
 JU0178.The horizontal coordinates were determined by differentially corrected
 JU0178.hand held GPS observations or other comparable positioning techniques
 JU0178.and have an estimated accuracy of +/- 3 meters.
 JU0178
 JU0178.The orthometric height was determined by differential leveling and
 JU0178.adjusted by the NATIONAL GEODETIC SURVEY
 JU0178.in February 2021.
 JU0178
 JU0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0178.GEOID18 height accuracy estimate available here.
 JU0178
 JU0178.This Tidal Bench Mark is designated as VM 11480
 JU0178.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0178
 JU0178.Click photographs - Photos may exist for this station.
 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       -   103,254.3     183,597.1     MT  (+/- 3 meters HH1 GPS) 
 JU0178
 JU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7641401812(NAD 83)
 JU0178
 JU0178                          SUPERSEDED SURVEY CONTROL
 JU0178
 JU0178  NAVD 88 (03/25/05)    1.878  (m)            6.16   (f) SUPERSEDED  1 2
 JU0178  NAVD 88 (06/15/91)    1.885  (m)            6.18   (f) SUPERSEDED  1 1
 JU0178  NGVD 29 (11/26/84)    2.268  (m)            7.44   (f) ADJUSTED    1 1
 JU0178
 JU0178.Superseded values are not recommended for survey control.
 JU0178
 JU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0178.See file dsdata.pdf to determine how the superseded data were derived.
 JU0178
 JU0178_MARKER: DR = REFERENCE MARK DISK
 JU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0178_STAMPING: BARNEGAT LIGHT 3 NO 4 1962
 JU0178_MARK LOGO: CGS
 JU0178_PROJECTION: RECESSED 30 CENTIMETERS
 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 - June 03, 2020
 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  HISTORY     - 20120430 GOOD             INDIV
 JU0178  HISTORY     - 20200603 GOOD             NJGS
 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.
 JU0178
 JU0178                          STATION RECOVERY (2012)
 JU0178
 JU0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0178'RECOVERED AS DESCRIBED. REFERENCE MARK IS 1 FT BELOW GRADE.
 JU0178
 JU0178                          STATION RECOVERY (2020)
 JU0178
 JU0178'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0178'RECOVERED IN GOOD CONDITION.
 JU0178'
 JU0178'NOTE-ADD-THE MARK IS LOCATED IN THE GRASS BERM ON THE SOUTH SIDE OF
 JU0178'THE ENTRANCE ROAD INTO THE PARK, 50.5 FT (15.4 M) WEST-SOUTHWEST OF
 JU0178'THE SOUTH LEG TO THE BARNEGAT LIGHTHOUSE STATE PARK SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU0180  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0180
 JU0180                         *CURRENT SURVEY CONTROL
 JU0180  ______________________________________________________________________
 JU0180* NAD 83(1996) POSITION- 39 45 45.76860(N) 074 06 23.82886(W)   ADJUSTED
 JU0180* NAVD 88 ORTHO HEIGHT -     2.200 (meters)        7.22  (feet) ADJUSTED
 JU0180  ______________________________________________________________________
 JU0180  GEOID HEIGHT    -        -33.321 (meters)                     GEOID18
 JU0180  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 JU0180  DYNAMIC HEIGHT  -          2.199 (meters)        7.21  (feet) COMP
 JU0180  MODELED GRAVITY -    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 and
 JU0180.adjusted by the NATIONAL GEODETIC SURVEY
 JU0180.in February 2021.
 JU0180
 JU0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0180.GEOID18 height accuracy estimate available here.
 JU0180
 JU0180.This Tidal Bench Mark is designated as VM 11481
 JU0180.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0180
 JU0180.Click photographs - Photos may exist for this station.
 JU0180
 JU0180.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7652201802(NAD 83)
 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 (03/25/05)    2.204  (m)            7.23   (f) SUPERSEDED  1 2
 JU0180  NAVD 88 (06/15/91)    2.219  (m)            7.28   (f) SUPERSEDED  1 1
 JU0180  NGVD 29 (11/26/84)    2.603  (m)            8.54   (f) ADJUSTED    1 1
 JU0180
 JU0180.Superseded values are not recommended for survey control.
 JU0180
 JU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0180.See file dsdata.pdf to determine how the superseded data were derived.
 JU0180
 JU0180_MARKER: DR = REFERENCE MARK DISK
 JU0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0180_STAMPING: BARNEGAT LIGHT 3 NO 6 1962
 JU0180_MARK LOGO: CGS
 JU0180_PROJECTION: FLUSH
 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 - June 03, 2020
 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  HISTORY     - 20070423 GOOD             NJDEP
 JU0180  HISTORY     - 20120217 GOOD             INDIV
 JU0180  HISTORY     - 20150409 GOOD             BOSWEL
 JU0180  HISTORY     - 20200603 GOOD             NJGS
 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.
 JU0180
 JU0180                          STATION RECOVERY (2007)
 JU0180
 JU0180'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JO)
 JU0180'DECIDUOUS TREE LIMBS TOTALLY OVERHANG THE MONUMENT REDUCING
 JU0180'POSSIBILITIES OF SATELLITE USAGE UNTIL COOLER WEATHER.
 JU0180
 JU0180                          STATION RECOVERY (2012)
 JU0180
 JU0180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0180'RECOVERED IN GOOD CONDITION.
 JU0180
 JU0180                          STATION RECOVERY (2015)
 JU0180
 JU0180'RECOVERY NOTE BY BOSWELL ENGINEERING 2015 (AB)
 JU0180'RECOVERED IN GOOD CONDITION.
 JU0180
 JU0180                          STATION RECOVERY (2020)
 JU0180
 JU0180'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0180'RECOVERED IN GOOD CONDITION.
 JU0180'
 JU0180'NOTE-ADD-THE STATION IS NEAR THE SOUTHEAST CORNER OF THE PARKING LOT,
 JU0180'ABOUT 6 PARKING SPACES FROM THE EAST END, THE FENCE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2476  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2476
 JU2476                         *CURRENT SURVEY CONTROL
 JU2476  ______________________________________________________________________
 JU2476* NAD 83(1986) POSITION- 39 45 46.84   (N) 074 06 27.23   (W)   HD_HELD1
 JU2476* NAVD 88 ORTHO HEIGHT -     1.869 (meters)        6.13  (feet) ADJUSTED
 JU2476  ______________________________________________________________________
 JU2476  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 JU2476  DYNAMIC HEIGHT  -          1.868 (meters)        6.13  (feet) COMP
 JU2476  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 JU2476
 JU2476  VERT ORDER      -  FIRST     CLASS II
 JU2476
 JU2476.The horizontal coordinates were determined by differentially corrected
 JU2476.hand held GPS observations or other comparable positioning techniques
 JU2476.and have an estimated accuracy of +/- 3 meters.
 JU2476
 JU2476.The orthometric height was determined by differential leveling and
 JU2476.adjusted by the NATIONAL GEODETIC SURVEY
 JU2476.in February 2021.
 JU2476
 JU2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2476.GEOID18 height accuracy estimate available here.
 JU2476
 JU2476.This Tidal Bench Mark is designated as VM 11486
 JU2476.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2476
 JU2476.Click photographs - Photos may exist for this station.
 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       -   103,277.3     183,623.9     MT  (+/- 3 meters HH1 GPS) 
 JU2476
 JU2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7644101835(NAD 83)
 JU2476
 JU2476                          SUPERSEDED SURVEY CONTROL
 JU2476
 JU2476  NAVD 88 (03/25/05)    1.878  (m)            6.16   (f) SUPERSEDED  1 2
 JU2476  NGVD 29 (??/??/??)    2.29   (m)            7.5    (f) RESET       3  
 JU2476
 JU2476.Superseded values are not recommended for survey control.
 JU2476
 JU2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2476.See file dsdata.pdf to determine how the superseded data were derived.
 JU2476
 JU2476_MARKER: DR = REFERENCE MARK DISK
 JU2476_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2476+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 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  HISTORY     - 20120430 GOOD             INDIV
 JU2476  HISTORY     - 20150409 GOOD             BOSWEL
 JU2476  HISTORY     - 20200603 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU2476
 JU2476                          STATION RECOVERY (2012)
 JU2476
 JU2476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU2476'RECOVERED AS DESCRIBED.
 JU2476
 JU2476                          STATION RECOVERY (2015)
 JU2476
 JU2476'RECOVERY NOTE BY BOSWELL ENGINEERING 2015 (AB)
 JU2476'RECOVERED IN GOOD CONDITION.
 JU2476
 JU2476                          STATION RECOVERY (2020)
 JU2476
 JU2476'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU2476'RECOVERED IN GOOD CONDITION.
 JU2476'
 JU2476'NOTE-ADD-THE STATION IS IS IN THE SIDEWALK, 1.5 FT (0.5 M) NORTHWEST
 JU2476'OF THE ENTRANCE STATION BUILDING TO THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2477  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2477
 JU2477                         *CURRENT SURVEY CONTROL
 JU2477  ______________________________________________________________________
 JU2477* NAD 83(1986) POSITION- 39 45 47.06   (N) 074 06 28.18   (W)   HD_HELD1
 JU2477* NAVD 88 ORTHO HEIGHT -     1.487 (meters)        4.88  (feet) ADJUSTED
 JU2477  ______________________________________________________________________
 JU2477  GEOID HEIGHT    -        -33.319 (meters)                     GEOID18
 JU2477  DYNAMIC HEIGHT  -          1.486 (meters)        4.88  (feet) COMP
 JU2477  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 JU2477
 JU2477  VERT ORDER      -  FIRST     CLASS II
 JU2477
 JU2477.The horizontal coordinates were determined by differentially corrected
 JU2477.hand held GPS observations or other comparable positioning techniques
 JU2477.and have an estimated accuracy of +/- 3 meters.
 JU2477
 JU2477.The orthometric height was determined by differential leveling and
 JU2477.adjusted by the NATIONAL GEODETIC SURVEY
 JU2477.in February 2021.
 JU2477
 JU2477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2477.GEOID18 height accuracy estimate available here.
 JU2477
 JU2477.This Tidal Bench Mark is designated as VM 13564
 JU2477.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2477
 JU2477.Click photographs - Photos may exist for this station.
 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       -   103,283.9     183,601.2     MT  (+/- 3 meters HH1 GPS) 
 JU2477
 JU2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7641801841(NAD 83)
 JU2477
 JU2477                          SUPERSEDED SURVEY CONTROL
 JU2477
 JU2477  NAVD 88 (03/25/05)    1.483  (m)            4.87   (f) SUPERSEDED  1 2
 JU2477  NGVD 29 (??/??/??)    1.88   (m)            6.2    (f) RESET       3  
 JU2477
 JU2477.Superseded values are not recommended for survey control.
 JU2477
 JU2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2477.See file dsdata.pdf to determine how the superseded data were derived.
 JU2477
 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 - June 03, 2020
 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  HISTORY     - 20130522 GOOD             INDIV
 JU2477  HISTORY     - 20200603 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU2477
 JU2477                          STATION RECOVERY (2013)
 JU2477
 JU2477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 JU2477'RECOVERED AS DESCRIBED ON THE CURB ON THE SOUTH SIDE OF A STORE
 JU2477'PARKING LOT. THE PARKING LOT IS ADJACENT TO THE NORTH SIDE OF THE
 JU2477'BARNEGAT LIGHTHOUSE STATE PARK ENTRANCE.
 JU2477
 JU2477                          STATION RECOVERY (2020)
 JU2477
 JU2477'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU2477'RECOVERED IN GOOD CONDITION.
 JU2477'
 JU2477'NOTE-ADD-THE STATION IS SET IN THE SOUTH CURB FOR A BUSINESS ADJACENT
 JU2477'TO THE NORTH OF THE DRIVE ENTRANCE TO THE BARNEGAT LIGHTHOUSE STATE
 JU2477'PARK.
 JU2477'
 JU2477'IT IS 62 FT (18.9 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE STORE,
 JU2477'35 FT (10.7 M) NORTH OF THE CENTERLINE OF THE CONCRETE ISLAND FOR THE
 JU2477'DRIVEWAY, 32 FT (9.8 M) SOUTH OF THE SOUTH FACE OF THE STORE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2629 ***********************************************************************
 JU2629  DESIGNATION -  BARNEGAT LIGHT ECC
 JU2629  PID         -  JU2629
 JU2629  STATE/COUNTY-  NJ/OCEAN
 JU2629  COUNTRY     -  US
 JU2629  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2629
 JU2629                         *CURRENT SURVEY CONTROL
 JU2629  ______________________________________________________________________
 JU2629* NAD 83(1996) POSITION- 39 45 51.61133(N) 074 06 22.41403(W)   ADJUSTED
 JU2629* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2629  ______________________________________________________________________
 JU2629  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 JU2629  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2629.GEOID18 height accuracy estimate available here.
 JU2629
 JU2629.Click photographs - Photos may exist for this station.
 JU2629
 JU2629.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2629
 JU2629. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7655401983(NAD 83)
 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  USSD        -  39 45 51.64000(N)    074 06 23.90000(W) AD(       ) 3
 JU2629
 JU2629.Superseded values are not recommended for survey control.
 JU2629
 JU2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2629.See file dsdata.pdf to determine how the superseded data were derived.
 JU2629
 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       COASUR
 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  HISTORY     - 20101017 MARK NOT FOUND   INDIV
 JU2629
 JU2629                          STATION DESCRIPTION
 JU2629
 JU2629'DESCRIBED BY COAST SURVEY (CGS) 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.
 JU2629
 JU2629                          STATION RECOVERY (2010)
 JU2629
 JU2629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 JU2629'NO EVIDENCE OF THE CHISELED + COULD BE FOUND. IT WAS EITHER SCUFFED
 JU2629'OUT OR THE METAL DECKING MAY HAVE BEEN REPLACED. THIS LIGHTHOUSE WAS
 JU2629'RETURNED TO ACTIVE SERVICE ON 1/1/2009.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2641 ***********************************************************************
 JU2641  DESIGNATION -  BARNEGAT LIGHT NEW WATER TANK
 JU2641  PID         -  JU2641
 JU2641  STATE/COUNTY-  NJ/OCEAN
 JU2641  COUNTRY     -  US
 JU2641  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2641
 JU2641                         *CURRENT SURVEY CONTROL
 JU2641  ______________________________________________________________________
 JU2641* NAD 83(1996) POSITION- 39 45 24.79912(N) 074 06 30.41844(W)   ADJUSTED
 JU2641  ______________________________________________________________________
 JU2641  GEOID HEIGHT    -        -33.334 (meters)                     GEOID18
 JU2641  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2641.GEOID18 height accuracy estimate available here.
 JU2641
 JU2641.Click photographs - Photos may exist for this station.
 JU2641
 JU2641.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2641
 JU2641. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7637201154(NAD 83)
 JU2641
 JU2641                          SUPERSEDED SURVEY CONTROL
 JU2641
 JU2641  NAD 83(1986)-  39 45 24.79063(N)    074 06 30.41148(W) AD(       ) 3
 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
 JU2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2641.See file dsdata.pdf to determine how the superseded data were derived.
 JU2641
 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 = JULY 24, 2026 22:12:30 EDT
 JU0174 ***********************************************************************
 JU0174  DESIGNATION -  BARNEGAT LIGHT RM 3
 JU0174  PID         -  JU0174
 JU0174  STATE/COUNTY-  NJ/OCEAN
 JU0174  COUNTRY     -  US
 JU0174  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0174
 JU0174                         *CURRENT SURVEY CONTROL
 JU0174  ______________________________________________________________________
 JU0174* NAD 83(1986) POSITION- 39 45 26.84   (N) 074 06 24.13   (W)   HD_HELD1
 JU0174* NAVD 88 ORTHO HEIGHT -     1.509 (meters)        4.95  (feet) ADJUSTED
 JU0174  ______________________________________________________________________
 JU0174  GEOID HEIGHT    -        -33.335 (meters)                     GEOID18
 JU0174  DYNAMIC HEIGHT  -          1.508 (meters)        4.95  (feet) COMP
 JU0174  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 JU0174
 JU0174  VERT ORDER      -  FIRST     CLASS II
 JU0174
 JU0174.The horizontal coordinates were determined by differentially corrected
 JU0174.hand held GPS observations or other comparable positioning techniques
 JU0174.and have an estimated accuracy of +/- 3 meters.
 JU0174
 JU0174.The orthometric height was determined by differential leveling and
 JU0174.adjusted by the NATIONAL GEODETIC SURVEY
 JU0174.in March 2005.
 JU0174
 JU0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0174.GEOID18 height accuracy estimate available here.
 JU0174
 JU0174.Click photographs - Photos may exist for this station.
 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       -   102,660.8     183,700.4     MT  (+/- 3 meters HH1 GPS) 
 JU0174
 JU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7652101219(NAD 83)
 JU0174
 JU0174                          SUPERSEDED SURVEY CONTROL
 JU0174
 JU0174  NAVD 88 (06/15/91)    1.520  (m)            4.99   (f) SUPERSEDED  1 1
 JU0174  NGVD 29 (11/26/84)    1.903  (m)            6.24   (f) ADJUSTED    1 1
 JU0174
 JU0174.Superseded values are not recommended for survey control.
 JU0174
 JU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0174.See file dsdata.pdf to determine how the superseded data were derived.
 JU0174
 JU0174_MARKER: DR = REFERENCE MARK DISK
 JU0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0174_STAMPING: BARNEGAT LIGHT NO 3 1932
 JU0174_MARK LOGO: CGS
 JU0174_PROJECTION: PROJECTING 15 CENTIMETERS
 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 - June 03, 2020
 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  HISTORY     - 20120430 GOOD             INDIV
 JU0174  HISTORY     - 20200603 GOOD             NJGS
 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.
 JU0174
 JU0174                          STATION RECOVERY (2012)
 JU0174
 JU0174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0174'RECOVERED IN GOOD CONDITION. THERE IS NO LONGER A SIDEWALK NEAR THE
 JU0174'STATION. THE STATION PROJECTS 6 INCHES ABOVE GROUND.
 JU0174
 JU0174                          STATION RECOVERY (2020)
 JU0174
 JU0174'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0174'RECOVERED IN GOOD CONDITION.
 JU0174'
 JU0174'NOTE-ADD-THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHEAST OF
 JU0174'SHIP BOTTOM, 7.2 MI (11.6 KM) SOUTHEAST OF FORKED RIVER AND IN THE
 JU0174'TOWN OF BARNEGAT LIGHT, NEW JERSEY.
 JU0174'
 JU0174'THE STATION IS ON THE SOUTHWEST CORNER OF THE JUNCTION OF CENTRAL
 JU0174'AVENUE AND BROADWAY, 5.5 FT (1.7 M) NORTHEAST OF POLE NUMBER BT139
 JU0174'89136, 40 FT (12.2 M) NORTHWEST OF THE CENTERLINE OF CENTRAL AVENUE,
 JU0174'17 FT (5.2 M) SOUTHWEST OF THE CENTER OF A DOUBLE GATE ROAD INLET AND
 JU0174'6.5 FT (2.0 M) SOUTHWEST OF A PEDESTRIAN CROSS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2628 ***********************************************************************
 JU2628  DESIGNATION -  BARNEGAT LIGHTHOUSE
 JU2628  PID         -  JU2628
 JU2628  STATE/COUNTY-  NJ/OCEAN
 JU2628  COUNTRY     -  US
 JU2628  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2628
 JU2628                         *CURRENT SURVEY CONTROL
 JU2628  ______________________________________________________________________
 JU2628* NAD 83(1996) POSITION- 39 45 51.62175(N) 074 06 22.40765(W)   ADJUSTED
 JU2628* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU2628  ______________________________________________________________________
 JU2628  GEOID HEIGHT    -        -33.317 (meters)                     GEOID18
 JU2628  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2628.GEOID18 height accuracy estimate available here.
 JU2628
 JU2628.Click photographs - Photos may exist for this station.
 JU2628
 JU2628.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2628
 JU2628. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991883
 JU2628!UTM  18      -   1.00000482  x   0.99967215  =   0.99967697
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7655401983(NAD 83)
 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  USSD        -  39 45 51.60800(N)    074 06 23.77800(W) AD(       ) 3
 JU2628
 JU2628.Superseded values are not recommended for survey control.
 JU2628
 JU2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2628.See file dsdata.pdf to determine how the superseded data were derived.
 JU2628
 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     - 1862     FIRST OBSERVED   COASUR
 JU2628  HISTORY     - 1985     GOOD             NJGS
 JU2628  HISTORY     - 20060128 GOOD             GEOCAC
 JU2628
 JU2628                          STATION DESCRIPTION
 JU2628
 JU2628'DESCRIBED BY COAST SURVEY (CGS) 1862 (JF)
 JU2628'BARNEGAT LIGHT IS LOCATED AT THE NORTHERN END OF LONG BEACH
 JU2628'ISLAND IN BARNEGAT.
 JU2628
 JU2628                          STATION RECOVERY (1985)
 JU2628
 JU2628'RECOVERY NOTE 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 = JULY 24, 2026 22:12:30 EDT
 JU2683 ***********************************************************************
 JU2683  DESIGNATION -  BARNEGAT WATERWAY LIGHT 76
 JU2683  PID         -  JU2683
 JU2683  STATE/COUNTY-  NJ/OCEAN
 JU2683  COUNTRY     -  US
 JU2683  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2683
 JU2683                         *CURRENT SURVEY CONTROL
 JU2683  ______________________________________________________________________
 JU2683* NAD 83(1996) POSITION- 39 43 48.83878(N) 074 09 01.81717(W)   ADJUSTED
 JU2683  ______________________________________________________________________
 JU2683  GEOID HEIGHT    -        -33.344 (meters)                     GEOID18
 JU2683  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2683.GEOID18 height accuracy estimate available here.
 JU2683
 JU2683.Click photographs - Photos may exist for this station.
 JU2683
 JU2683.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2683
 JU2683. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7279798161(NAD 83)
 JU2683
 JU2683                          SUPERSEDED SURVEY CONTROL
 JU2683
 JU2683  NAD 83(1986)-  39 43 48.83060(N)    074 09 01.80919(W) AD(       ) 3
 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
 JU2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2683.See file dsdata.pdf to determine how the superseded data were derived.
 JU2683
 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 = JULY 24, 2026 22:12:30 EDT
 JU2689 ***********************************************************************
 JU2689  DESIGNATION -  BARNEGAT WATERWAY LIGHT 73
 JU2689  PID         -  JU2689
 JU2689  STATE/COUNTY-  NJ/OCEAN
 JU2689  COUNTRY     -  US
 JU2689  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2689
 JU2689                         *CURRENT SURVEY CONTROL
 JU2689  ______________________________________________________________________
 JU2689* NAD 83(1996) POSITION- 39 44 37.74586(N) 074 08 51.59852(W)   ADJUSTED
 JU2689  ______________________________________________________________________
 JU2689  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 JU2689  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2689.GEOID18 height accuracy estimate available here.
 JU2689
 JU2689.Click photographs - Photos may exist for this station.
 JU2689
 JU2689.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2689
 JU2689. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7302699671(NAD 83)
 JU2689
 JU2689                          SUPERSEDED SURVEY CONTROL
 JU2689
 JU2689  NAD 83(1986)-  39 44 37.73728(N)    074 08 51.59066(W) AD(       ) 3
 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
 JU2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2689.See file dsdata.pdf to determine how the superseded data were derived.
 JU2689
 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 = JULY 24, 2026 22:12:30 EDT
 JU2690 ***********************************************************************
 JU2690  DESIGNATION -  BARNEGAT WATERWAY LIGHT 82
 JU2690  PID         -  JU2690
 JU2690  STATE/COUNTY-  NJ/OCEAN
 JU2690  COUNTRY     -  US
 JU2690  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2690
 JU2690                         *CURRENT SURVEY CONTROL
 JU2690  ______________________________________________________________________
 JU2690* NAD 83(1996) POSITION- 39 42 19.95010(N) 074 08 45.13019(W)   ADJUSTED
 JU2690  ______________________________________________________________________
 JU2690  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 JU2690  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2690.GEOID18 height accuracy estimate available here.
 JU2690
 JU2690.Click photographs - Photos may exist for this station.
 JU2690
 JU2690.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2690
 JU2690. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7322195424(NAD 83)
 JU2690
 JU2690                          SUPERSEDED SURVEY CONTROL
 JU2690
 JU2690  NAD 83(1986)-  39 42 19.94231(N)    074 08 45.12283(W) AD(       ) 3
 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
 JU2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2690.See file dsdata.pdf to determine how the superseded data were derived.
 JU2690
 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 = JULY 24, 2026 22:12:30 EDT
 JU2701 ***********************************************************************
 JU2701  DESIGNATION -  BARREL
 JU2701  PID         -  JU2701
 JU2701  STATE/COUNTY-  NJ/OCEAN
 JU2701  COUNTRY     -  US
 JU2701  USGS QUAD   -  TUCKERTON (2019)
 JU2701
 JU2701                         *CURRENT SURVEY CONTROL
 JU2701  ______________________________________________________________________
 JU2701* NAD 83(1996) POSITION- 39 34 07.26978(N) 074 16 34.29197(W)   ADJUSTED
 JU2701* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2701  ______________________________________________________________________
 JU2701  GEOID HEIGHT    -        -33.731 (meters)                     GEOID18
 JU2701  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2701.GEOID18 height accuracy estimate available here.
 JU2701
 JU2701.Click photographs - Photos may exist for this station.
 JU2701
 JU2701.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2701
 JU2701. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000520  x   0.99990455  =   0.99990975
 JU2701!UTM  18      -   1.00000520  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6217180137(NAD 83)
 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
 JU2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2701.See file dsdata.pdf to determine how the superseded data were derived.
 JU2701
 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 = JULY 24, 2026 22:12:30 EDT
 DM6941 ***********************************************************************
 DM6941  DESIGNATION -  BARRY
 DM6941  PID         -  DM6941
 DM6941  STATE/COUNTY-  NJ/GLOUCESTER
 DM6941  COUNTRY     -  US
 DM6941  USGS QUAD   -  BRIDGEPORT (2019)
 DM6941
 DM6941                         *CURRENT SURVEY CONTROL
 DM6941  ______________________________________________________________________
 DM6941* NAD 83(1986) POSITION- 39 48 04.     (N) 075 20 51.     (W)   SCALED
 DM6941* NAVD 88 ORTHO HEIGHT -    12.716 (meters)       41.72  (feet) ADJUSTED
 DM6941  ______________________________________________________________________
 DM6941  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 DM6941  DYNAMIC HEIGHT  -         12.710 (meters)       41.70  (feet) COMP
 DM6941  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 DM6941
 DM6941  VERT ORDER      -  FIRST     CLASS II
 DM6941
 DM6941.The horizontal coordinates were scaled from a map and have
 DM6941.an estimated accuracy of +/- 6 seconds.
 DM6941
 DM6941.The orthometric height was determined by differential leveling and
 DM6941.adjusted by the NATIONAL GEODETIC SURVEY
 DM6941.in May 2011.
 DM6941
 DM6941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6941.GEOID18 height accuracy estimate available here.
 DM6941
 DM6941.Click photographs - Photos may exist for this station.
 DM6941
 DM6941.The dynamic height is computed by dividing the NAVD 88
 DM6941.geopotential number by the normal gravity value computed on the
 DM6941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6941.degrees latitude (g = 980.6199 gals.).
 DM6941
 DM6941.The modeled gravity was interpolated from observed gravity values.
 DM6941
 DM6941;                    North         East    Units  Estimated Accuracy
 DM6941;SPC NJ       -   107,780.       77,430.      MT  (+/- 180 meters Scaled)
 DM6941
 DM6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK702057(NAD 83)
 DM6941
 DM6941                          SUPERSEDED SURVEY CONTROL
 DM6941
 DM6941.No superseded survey control is available for this station.
 DM6941
 DM6941_MARKER: DD = SURVEY DISK
 DM6941_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6941_SP_SET: ABUTMENT SIDEWALK
 DM6941_STAMPING: BARRY 2007
 DM6941_MARK LOGO: NJGS
 DM6941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6941+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2021
 DM6941
 DM6941  HISTORY     - Date     Condition        Report By
 DM6941  HISTORY     - 20071212 MONUMENTED       NJGS
 DM6941  HISTORY     - 20080303 GOOD             NJGS
 DM6941  HISTORY     - 20201020 GOOD             NJGS
 DM6941  HISTORY     - 20210511 GOOD             AAAS
 DM6941
 DM6941                          STATION DESCRIPTION
 DM6941
 DM6941'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM6941'THE STATION IS LOCATED IN LOGAN TOWNSHIP, BRIDGEPORT, ON THE EAST SIDE
 DM6941'OF THE WESTBOUND LANES OF THE BRIDGE CARRYING US ROUTE 322 OVER MAIN
 DM6941'STREET (STRUCTURE NUMBER 0824153).  THE STATION IS EAST OF THE US
 DM6941'ROUTE 322 AND US ROUTE 130 INTERCHANGE.
 DM6941'
 DM6941'THE STATION IS SET IN A DRILL HOLE IN THE CONCRETE PAVED TRIANGULAR
 DM6941'AREA SEPARATING THE WESTBOUND LANES OF US ROUTE 322 FROM THE EXIT RAMP
 DM6941'FROM ROUTE 322 TO THE NORTHBOUND LANES OF US ROUTE 130.
 DM6941'
 DM6941'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF THE EAST CURB OF ROUTE 322
 DM6941'WESTBOUND, 74.5 FT (22.7 M) NORTHWEST FROM THE TAPERED NOSE OF THE
 DM6941'TRIANGULAR ISLAND.
 DM6941
 DM6941                          STATION RECOVERY (2020)
 DM6941
 DM6941'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DM6941'THE STATION IS 58.75 FT (17.9 M) SOUTH-SOUTHEAST OF LIGHT POLE 265, 63
 DM6941'FT (19.2 M) NORTHWEST OF LIGHT POLE 262 AND 76.5 NORTH-NORTHWEST OF
 DM6941'THE NOSE OF THE TRIANGULAR ISLAND.  NOTE, VIBRATION IN THE CONCRETE
 DM6941'FROM PASSING VEHICLES MAY INTERFERE WITH GPS OBSERVATIONS.
 DM6941
 DM6941                          STATION RECOVERY (2021)
 DM6941
 DM6941'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DM6941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0002 ***********************************************************************
 KV0002  DESIGNATION -  BASE
 KV0002  PID         -  KV0002
 KV0002  STATE/COUNTY-  NJ/MIDDLESEX
 KV0002  COUNTRY     -  US
 KV0002  USGS QUAD   -  PERTH AMBOY (2016)
 KV0002
 KV0002                         *CURRENT SURVEY CONTROL
 KV0002  ______________________________________________________________________
 KV0002* NAD 83(1986) POSITION- 40 30 02.     (N) 074 16 41.     (W)   SCALED
 KV0002* NAVD 88 ORTHO HEIGHT -     5.674 (meters)       18.62  (feet) ADJUSTED
 KV0002  ______________________________________________________________________
 KV0002  GEOID HEIGHT    -        -32.510 (meters)                     GEOID18
 KV0002  DYNAMIC HEIGHT  -          5.672 (meters)       18.61  (feet) COMP
 KV0002  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 KV0002
 KV0002  VERT ORDER      -  FIRST     CLASS I
 KV0002
 KV0002.The horizontal coordinates were scaled from a map and have
 KV0002.an estimated accuracy of +/- 6 seconds.
 KV0002
 KV0002.The orthometric height was determined by differential leveling and
 KV0002.adjusted by the NATIONAL GEODETIC SURVEY
 KV0002.in June 1991.
 KV0002
 KV0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0002.GEOID18 height accuracy estimate available here.
 KV0002
 KV0002.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611835(NAD 83)
 KV0002
 KV0002                          SUPERSEDED SURVEY CONTROL
 KV0002
 KV0002  NGVD 29 (04/16/92)    5.975  (m)           19.60   (f) ADJUSTED    1 1
 KV0002  NGVD 29 (01/10/92)    5.975  (m)           19.60   (f) SUPERSEDED  1 1
 KV0002  NGVD 29 (??/??/87)    6.020  (m)           19.75   (f) SUPERSEDED  1 1
 KV0002
 KV0002.Superseded values are not recommended for survey control.
 KV0002
 KV0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0002.See file dsdata.pdf to determine how the superseded data were derived.
 KV0002
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0003 ***********************************************************************
 KV0003  DESIGNATION -  BASE RM 1
 KV0003  PID         -  KV0003
 KV0003  STATE/COUNTY-  NJ/MIDDLESEX
 KV0003  COUNTRY     -  US
 KV0003  USGS QUAD   -  PERTH AMBOY (2016)
 KV0003
 KV0003                         *CURRENT SURVEY CONTROL
 KV0003  ______________________________________________________________________
 KV0003* NAD 83(1986) POSITION- 40 30 02.     (N) 074 16 41.     (W)   SCALED
 KV0003* NAVD 88 ORTHO HEIGHT -     5.665 (meters)       18.59  (feet) ADJUSTED
 KV0003  ______________________________________________________________________
 KV0003  GEOID HEIGHT    -        -32.510 (meters)                     GEOID18
 KV0003  DYNAMIC HEIGHT  -          5.663 (meters)       18.58  (feet) COMP
 KV0003  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 KV0003
 KV0003  VERT ORDER      -  FIRST     CLASS I
 KV0003
 KV0003.The horizontal coordinates were scaled from a map and have
 KV0003.an estimated accuracy of +/- 6 seconds.
 KV0003
 KV0003.The orthometric height was determined by differential leveling and
 KV0003.adjusted by the NATIONAL GEODETIC SURVEY
 KV0003.in June 1991.
 KV0003
 KV0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0003.GEOID18 height accuracy estimate available here.
 KV0003
 KV0003.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611835(NAD 83)
 KV0003
 KV0003                          SUPERSEDED SURVEY CONTROL
 KV0003
 KV0003  NGVD 29 (04/16/92)    5.966  (m)           19.57   (f) ADJUSTED    1 1
 KV0003  NGVD 29 (01/10/92)    5.966  (m)           19.57   (f) SUPERSEDED  1 1
 KV0003  NGVD 29 (??/??/87)    6.012  (m)           19.72   (f) SUPERSEDED  1 1
 KV0003
 KV0003.Superseded values are not recommended for survey control.
 KV0003
 KV0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0003.See file dsdata.pdf to determine how the superseded data were derived.
 KV0003
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0001 ***********************************************************************
 KV0001  DESIGNATION -  BASE RM 2
 KV0001  PID         -  KV0001
 KV0001  STATE/COUNTY-  NJ/MIDDLESEX
 KV0001  COUNTRY     -  US
 KV0001  USGS QUAD   -  PERTH AMBOY (2016)
 KV0001
 KV0001                         *CURRENT SURVEY CONTROL
 KV0001  ______________________________________________________________________
 KV0001* NAD 83(1986) POSITION- 40 30 02.     (N) 074 16 41.     (W)   SCALED
 KV0001* NAVD 88 ORTHO HEIGHT -     5.673 (meters)       18.61  (feet) ADJUSTED
 KV0001  ______________________________________________________________________
 KV0001  GEOID HEIGHT    -        -32.510 (meters)                     GEOID18
 KV0001  DYNAMIC HEIGHT  -          5.671 (meters)       18.61  (feet) COMP
 KV0001  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 KV0001
 KV0001  VERT ORDER      -  FIRST     CLASS I
 KV0001
 KV0001.The horizontal coordinates were scaled from a map and have
 KV0001.an estimated accuracy of +/- 6 seconds.
 KV0001
 KV0001.The orthometric height was determined by differential leveling and
 KV0001.adjusted by the NATIONAL GEODETIC SURVEY
 KV0001.in June 1991.
 KV0001
 KV0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0001.GEOID18 height accuracy estimate available here.
 KV0001
 KV0001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611835(NAD 83)
 KV0001
 KV0001                          SUPERSEDED SURVEY CONTROL
 KV0001
 KV0001  NGVD 29 (04/16/92)    5.974  (m)           19.60   (f) ADJUSTED    1 1
 KV0001  NGVD 29 (01/10/92)    5.974  (m)           19.60   (f) SUPERSEDED  1 1
 KV0001  NGVD 29 (??/??/87)    6.017  (m)           19.74   (f) SUPERSEDED  1 1
 KV0001
 KV0001.Superseded values are not recommended for survey control.
 KV0001
 KV0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0001.See file dsdata.pdf to determine how the superseded data were derived.
 KV0001
 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_MARK LOGO: CGS
 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  HISTORY     - 20210219 MARK NOT FOUND   NJGS
 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.
 KV0001
 KV0001                          STATION RECOVERY (2021)
 KV0001
 KV0001'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4186 ***********************************************************************
 JU4186  DESIGNATION -  BASIN
 JU4186  PID         -  JU4186
 JU4186  STATE/COUNTY-  NJ/GLOUCESTER
 JU4186  COUNTRY     -  US
 JU4186  USGS QUAD   -  WOODBURY (2019)
 JU4186
 JU4186                         *CURRENT SURVEY CONTROL
 JU4186  ______________________________________________________________________
 JU4186* NAD 83(1996) POSITION- 39 51 44.78024(N) 075 12 30.64104(W)   NO CHECK
 JU4186* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU4186  ______________________________________________________________________
 JU4186  GEOID HEIGHT    -        -32.927 (meters)                     GEOID18
 JU4186  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 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
 JU4186.No horizontal observational check was made to the station.
 JU4186
 JU4186.The orthometric height was scaled from a topographic map.
 JU4186
 JU4186.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4186.GEOID18 height accuracy estimate available here.
 JU4186
 JU4186.Click photographs - Photos may exist for this station.
 JU4186
 JU4186.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4186
 JU4186. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8216512510(NAD 83)
 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
 JU4186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4186.See file dsdata.pdf to determine how the superseded data were derived.
 JU4186
 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 = JULY 24, 2026 22:12:30 EDT
 JU4423 ***********************************************************************
 JU4423  DESIGNATION -  BASS 1
 JU4423  PID         -  JU4423
 JU4423  STATE/COUNTY-  NJ/BURLINGTON
 JU4423  COUNTRY     -  US
 JU4423  USGS QUAD   -  NEW GRETNA (2019)
 JU4423
 JU4423                         *CURRENT SURVEY CONTROL
 JU4423  ______________________________________________________________________
 JU4423* NAD 83(2011) POSITION- 39 35 50.85487(N) 074 26 23.10766(W)   ADJUSTED
 JU4423* NAD 83(2011) ELLIP HT-   -30.831 (meters)        (06/27/12)   ADJUSTED
 JU4423* NAD 83(2011) EPOCH   -  2010.00
 JU4423* NAVD 88 ORTHO HEIGHT -     2.559 (meters)        8.40  (feet) ADJUSTED
 JU4423  ______________________________________________________________________
 JU4423  GEOID HEIGHT    -        -33.407 (meters)                     GEOID18
 JU4423  NAD 83(2011) X  -  1,320,144.088 (meters)                     COMP
 JU4423  NAD 83(2011) Y  - -4,740,921.606 (meters)                     COMP
 JU4423  NAD 83(2011) Z  -  4,043,627.418 (meters)                     COMP
 JU4423  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 JU4423  DYNAMIC HEIGHT  -          2.557 (meters)        8.39  (feet) COMP
 JU4423  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 JU4423
 JU4423  VERT ORDER      -  FIRST     CLASS I
 JU4423
 JU4423  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4423  Standards:
 JU4423         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4423            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4423  -------------------------------------------------------------------
 JU4423  NETWORK    0.31   0.57           0.14   0.11   0.29     -0.08108594
 JU4423  -------------------------------------------------------------------
 JU4423  Click here for local accuracies and other accuracy information.
 JU4423
 JU4423.The horizontal coordinates were established by GPS observations
 JU4423.and adjusted by the National Geodetic Survey in June 2012.
 JU4423
 JU4423.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4423.been affixed to the stable North American tectonic plate. See 
 JU4423.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4423
 JU4423.The horizontal coordinates are valid at the epoch date displayed above
 JU4423.which is a decimal equivalence of Year/Month/Day.
 JU4423
 JU4423.The orthometric height was determined by differential leveling and
 JU4423.adjusted by the NATIONAL GEODETIC SURVEY
 JU4423.in April 1997.
 JU4423
 JU4423.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4423.GEOID18 height accuracy estimate available here.
 JU4423
 JU4423.Click photographs - Photos may exist for this station.
 JU4423
 JU4423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4423
 JU4423.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4423
 JU4423.The ellipsoidal height was determined by GPS observations
 JU4423.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4423
 JU4423;                    North         East     Units Scale Factor Converg.
 JU4423;SPC NJ       -    84,826.251   155,174.363   MT  0.99990033   +0 02 18.2
 JU4423;SPC NJ       -   278,300.79    509,101.22   sFT  0.99990033   +0 02 18.2
 JU4423;UTM  18      - 4,383,230.638   548,102.362   MT  0.99962849   +0 21 25.6
 JU4423
 JU4423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4423!SPC NJ       -   1.00000484  x   0.99990033  =   0.99990517
 JU4423!UTM  18      -   1.00000484  x   0.99962849  =   0.99963333
 JU4423
 JU4423:                Primary Azimuth Mark                     Grid Az
 JU4423:SPC NJ       -  BASS 2                                   032 17 42.4
 JU4423:UTM  18      -  BASS 2                                   031 58 35.0
 JU4423
 JU4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4810283230(NAD 83)
 JU4423
 JU4423|---------------------------------------------------------------------|
 JU4423| PID    Reference Object                     Distance      Geod. Az  |
 JU4423|                                                           dddmmss.s |
 JU4423| JU4424 BASS 2                              APPROX. 0.8 KM 0322000.6 |
 JU4423| JU2437 853 4104 C TIDAL                    APPROX. 0.6 KM 1603334.2 |
 JU4423|---------------------------------------------------------------------|
 JU4423
 JU4423                          SUPERSEDED SURVEY CONTROL
 JU4423
 JU4423  NAD 83(2007)-  39 35 50.85531(N)    074 26 23.10840(W) AD(2002.00) 0
 JU4423  ELLIP H (02/10/07)  -30.825  (m)                       GP(2002.00)    
 JU4423  ELLIP H (10/23/02)  -30.809  (m)                       GP(       ) 4 1
 JU4423  NAD 83(1996)-  39 35 50.85485(N)    074 26 23.10840(W) AD(       ) 1
 JU4423  ELLIP H (05/14/99)  -30.843  (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)  -30.861  (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)  -30.887  (m)                       GP(       ) 3 1
 JU4423  NAVD 88 (05/14/97)    2.6    (m)  TENN MD  model used  GPS OBS        
 JU4423  NAVD 88 (12/16/96)    2.6    (m)  GEOID93  model used  GPS OBS        
 JU4423  NAVD 88 (04/25/94)    2.7    (m)  GEOID93  model used  GPS OBS        
 JU4423
 JU4423.Superseded values are not recommended for survey control.
 JU4423
 JU4423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4423.See file dsdata.pdf to determine how the superseded data were derived.
 JU4423
 JU4423_MARKER: DD = SURVEY DISK
 JU4423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU4424 ***********************************************************************
 JU4424  CBN         -  This is a Cooperative Base Network Control Station.
 JU4424  DESIGNATION -  BASS 2
 JU4424  PID         -  JU4424
 JU4424  STATE/COUNTY-  NJ/BURLINGTON
 JU4424  COUNTRY     -  US
 JU4424  USGS QUAD   -  NEW GRETNA (2019)
 JU4424
 JU4424                         *CURRENT SURVEY CONTROL
 JU4424  ______________________________________________________________________
 JU4424* NAD 83(2011) POSITION- 39 36 13.01171(N) 074 26 04.97664(W)   ADJUSTED
 JU4424* NAD 83(2011) ELLIP HT-   -21.708 (meters)        (06/27/12)   ADJUSTED
 JU4424* NAD 83(2011) EPOCH   -  2010.00
 JU4424* NAVD 88 ORTHO HEIGHT -    11.664 (meters)       38.27  (feet) ADJUSTED
 JU4424  ______________________________________________________________________
 JU4424  GEOID HEIGHT    -        -33.386 (meters)                     GEOID18
 JU4424  NAD 83(2011) X  -  1,320,445.823 (meters)                     COMP
 JU4424  NAD 83(2011) Y  - -4,740,392.713 (meters)                     COMP
 JU4424  NAD 83(2011) Z  -  4,044,159.746 (meters)                     COMP
 JU4424  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 JU4424  DYNAMIC HEIGHT  -         11.658 (meters)       38.25  (feet) COMP
 JU4424  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 JU4424
 JU4424  VERT ORDER      -  FIRST     CLASS I
 JU4424
 JU4424  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4424  Standards:
 JU4424         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4424            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4424  -------------------------------------------------------------------
 JU4424  NETWORK    0.25   0.51           0.11   0.09   0.26     -0.03487864
 JU4424  -------------------------------------------------------------------
 JU4424  Click here for local accuracies and other accuracy information.
 JU4424
 JU4424.The horizontal coordinates were established by GPS observations
 JU4424.and adjusted by the National Geodetic Survey in June 2012.
 JU4424
 JU4424.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4424.been affixed to the stable North American tectonic plate. See 
 JU4424.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4424
 JU4424.The horizontal coordinates are valid at the epoch date displayed above
 JU4424.which is a decimal equivalence of Year/Month/Day.
 JU4424
 JU4424.The orthometric height was determined by differential leveling and
 JU4424.adjusted by the NATIONAL GEODETIC SURVEY
 JU4424.in April 1997.
 JU4424
 JU4424.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4424.GEOID18 height accuracy estimate available here.
 JU4424
 JU4424.Click photographs - Photos may exist for this station.
 JU4424
 JU4424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4424
 JU4424.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4424
 JU4424.The ellipsoidal height was determined by GPS observations
 JU4424.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4424
 JU4424;                    North         East     Units Scale Factor Converg.
 JU4424;SPC NJ       -    85,509.820   155,606.416   MT  0.99990039   +0 02 29.8
 JU4424;SPC NJ       -   280,543.47    510,518.72   sFT  0.99990039   +0 02 29.8
 JU4424;UTM  18      - 4,383,916.413   548,530.489   MT  0.99962900   +0 21 37.3
 JU4424
 JU4424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4424!SPC NJ       -   1.00000341  x   0.99990039  =   0.99990380
 JU4424!UTM  18      -   1.00000341  x   0.99962900  =   0.99963240
 JU4424
 JU4424:                Primary Azimuth Mark                     Grid Az
 JU4424:SPC NJ       -  BASS 1                                   212 17 42.3
 JU4424:UTM  18      -  BASS 1                                   211 58 34.8
 JU4424
 JU4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4853083916(NAD 83)
 JU4424
 JU4424|---------------------------------------------------------------------|
 JU4424| PID    Reference Object                     Distance      Geod. Az  |
 JU4424|                                                           dddmmss.s |
 JU4424| JU4423 BASS 1                              APPROX. 0.8 KM 2122012.1 |
 JU4424|---------------------------------------------------------------------|
 JU4424
 JU4424                          SUPERSEDED SURVEY CONTROL
 JU4424
 JU4424  NAD 83(2007)-  39 36 13.01223(N)    074 26 04.97743(W) AD(2002.00) 0
 JU4424  ELLIP H (02/10/07)  -21.702  (m)                       GP(2002.00)    
 JU4424  ELLIP H (09/24/01)  -21.696  (m)                       GP(       ) 4 1
 JU4424  NAD 83(1996)-  39 36 13.01158(N)    074 26 04.97733(W) AD(       ) B
 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)  -21.737  (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)  -21.764  (m)                       GP(       ) 3 1
 JU4424  NAVD 88              11.66   (m)           38.3    (f) LEVELING    3  
 JU4424  NAVD 88 (05/14/97)   11.7    (m)  TENN MD  model used  GPS OBS        
 JU4424  NAVD 88 (12/16/96)   11.7    (m)  GEOID93  model used  GPS OBS        
 JU4424  NAVD 88 (04/25/94)   11.8    (m)  GEOID93  model used  GPS OBS        
 JU4424
 JU4424.Superseded values are not recommended for survey control.
 JU4424
 JU4424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4424.See file dsdata.pdf to determine how the superseded data were derived.
 JU4424
 JU4424_STAMPING: BASS 2 1991
 JU4424_MARK LOGO: NJGS
 JU4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4424+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2007
 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  HISTORY     - 20061020 GOOD             NJGS
 JU4424  HISTORY     - 20070202 GOOD             INDIV
 JU4424  HISTORY     - 20170428 MARK NOT FOUND   NJGS
 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                          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                          STATION RECOVERY (2006)
 JU4424
 JU4424'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU4424'RECOVERED AS DESCRIBED.
 JU4424
 JU4424                          STATION RECOVERY (2007)
 JU4424
 JU4424'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BDF)
 JU4424'RECOVERED AS DESCRIBED
 JU4424
 JU4424                          STATION RECOVERY (2017)
 JU4424
 JU4424'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FA)
 JU4424'BRIDGE REPLACEMENT, THE STRUCTURE INTO WHICH THE STATION WAS SET HAS
 JU4424'BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2993 ***********************************************************************
 JU2993  DESIGNATION -  BATSTO
 JU2993  PID         -  JU2993
 JU2993  STATE/COUNTY-  NJ/BURLINGTON
 JU2993  COUNTRY     -  US
 JU2993  USGS QUAD   -  ATSION (2019)
 JU2993
 JU2993                         *CURRENT SURVEY CONTROL
 JU2993  ______________________________________________________________________
 JU2993* NAD 83(1996) POSITION- 39 38 58.71655(N) 074 38 33.83449(W)   ADJUSTED
 JU2993* NAVD 88 ORTHO HEIGHT -    21.    (meters)       69.    (feet) SCALED
 JU2993  ______________________________________________________________________
 JU2993  GEOID HEIGHT    -        -33.322 (meters)                     GEOID18
 JU2993  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2993.GEOID18 height accuracy estimate available here.
 JU2993
 JU2993.Click photographs - Photos may exist for this station.
 JU2993
 JU2993.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2993
 JU2993. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2993:SPC NJ       -  PINEY                                    247 21 12.6
 JU2993:UTM  18      -  PINEY                                    247 02 04.0
 JU2993
 JU2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3065188933(NAD 83)
 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
 JU2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2993.See file dsdata.pdf to determine how the superseded data were derived.
 JU2993
 JU2993_MARKER: DS = TRIANGULATION STATION DISK
 JU2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2993_STAMPING: BATSTO 1935
 JU2993_MARK LOGO: CGS
 JU2993_PROJECTION: RECESSED 3 CENTIMETERS
 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 NOT SUITABLE FOR
 JU2993+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2022
 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  HISTORY     - 20070318 GOOD             INDIV
 JU2993  HISTORY     - 20150418 GOOD             GEOCAC
 JU2993  HISTORY     - 20220721 GOOD             NJGS
 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'N39.38.58.7      W74.38.33.7
 JU2993'
 JU2993'PORTABLE GPS FOR REFERENCE MARK 2
 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'
 JU2993
 JU2993                          STATION RECOVERY (2007)
 JU2993
 JU2993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HBH)
 JU2993'THE STATION MARK, R.M. NO. 2 AND AZIMUTH MARK WERE RECOVERED AS
 JU2993'DESCRIBED.  THE STATION MARK IS 6 FT. SOUTHEAST OF THE NORTHEAST
 JU2993'CORNER OF THE FENCE SURROUNDING THE FIRE LOOKOUT TOWER AND IS FLUSH
 JU2993'WITH THE GROUND. R.M. NO. 2 IS 6 FT. NORTHWEST OF THE NORTHWEST CORNER
 JU2993'OF THE FENCE SURROUNDING THE FIRE LOOKOUT TOWER AND PROJECTS 6 INCHES.
 JU2993'
 JU2993'THE AZIMUTH MARK IS LOCATED 26 FT. SOUTHEAST FROM THE CENTERLINE OF A
 JU2993'SAND ROAD APPROXIMATELY 400 FT. SOUTHWEST OF THE STATION AND PROJECTS
 JU2993'2 INCHES. R.M. NO. 1 WAS NOT FOUND AND SHOULD BE CONSIDERED LOST. R.M.
 JU2993'NO. 1 WAS MONUMENTED IN 1935 IN THE BASE OF A LEG OF THE BATSTO FIRE
 JU2993'LOOKOUT TOWER. THIS FIRE LOOKOUT TOWER WAS LATER RELOCATED A SHORT
 JU2993'DISTANCE AWAY WHEN THE TOWER WAS RAISED FROM 60 FT. TO 100 FT. HIGH.
 JU2993'SEE FIRE LOT NEAR BATSTO  (JU2995) FOR ADDITIONAL DETAILS.
 JU2993
 JU2993                          STATION RECOVERY (2015)
 JU2993
 JU2993'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 JU2993'RECOVERED IN GOOD CONDITION.
 JU2993
 JU2993                          STATION RECOVERY (2022)
 JU2993
 JU2993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JB)
 JU2993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0868 ***********************************************************************
 KV0868  DESIGNATION -  BAY
 KV0868  PID         -  KV0868
 KV0868  STATE/COUNTY-  NJ/OCEAN
 KV0868  COUNTRY     -  US
 KV0868  USGS QUAD   -  POINT PLEASANT (2019)
 KV0868
 KV0868                         *CURRENT SURVEY CONTROL
 KV0868  ______________________________________________________________________
 KV0868* NAD 83(1996) POSITION- 40 01 10.92186(N) 074 03 43.05146(W)   ADJUSTED
 KV0868* NAVD 88 ORTHO HEIGHT -     1.230 (meters)        4.04  (feet) ADJUSTED
 KV0868  ______________________________________________________________________
 KV0868  GEOID HEIGHT    -        -33.061 (meters)                     GEOID18
 KV0868  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 KV0868  DYNAMIC HEIGHT  -          1.229 (meters)        4.03  (feet) COMP
 KV0868  MODELED GRAVITY -    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 and
 KV0868.adjusted by the NATIONAL GEODETIC SURVEY
 KV0868.in June 1991.
 KV0868
 KV0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0868.GEOID18 height accuracy estimate available here.
 KV0868
 KV0868.Click photographs - Photos may exist for this station.
 KV0868
 KV0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV0868:SPC NJ       -  BAY AZ MK                                094 12 22.2
 KV0868:UTM  18      -  BAY AZ MK                                093 53 04.6
 KV0868
 KV0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8004830365(NAD 83)
 KV0868
 KV0868|---------------------------------------------------------------------|
 KV0868| PID    Reference Object                     Distance      Geod. Az  |
 KV0868|                                                           dddmmss.s |
 KV0868| KV0867 BAY RM 1                              7.285 METERS 09117     |
 KV0868| KV0866 BAY AZ MK                           445.477 METERS 0942916.3 |
 KV0868| JU2581 NORMANDY BEACH WATER TANK           APPROX. 2.4 KM 1812241.7 |
 KV0868| KV0869 BAY RM 2                              6.593 METERS 20052     |
 KV0868| KV5229 BARNEGAT WATERWAY LIGHT 31          APPROX. 3.1 KM 2333602.2 |
 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  NGVD 29 (??/??/87)    1.620  (m)            5.32   (f) SUPERSEDED  1 1
 KV0868  NGVD 29               1.62   (m)            5.3    (f) LEVELING    3  
 KV0868
 KV0868.Superseded values are not recommended for survey control.
 KV0868
 KV0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0868.See file dsdata.pdf to determine how the superseded data were derived.
 KV0868
 KV0868_MARKER: DS = TRIANGULATION STATION DISK
 KV0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0868_STAMPING: BAY 1962
 KV0868_MARK LOGO: CGS
 KV0868_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 JU2706 ***********************************************************************
 JU2706  DESIGNATION -  BAY
 JU2706  PID         -  JU2706
 JU2706  STATE/COUNTY-  NJ/OCEAN
 JU2706  COUNTRY     -  US
 JU2706  USGS QUAD   -  TUCKERTON (2019)
 JU2706
 JU2706                         *CURRENT SURVEY CONTROL
 JU2706  ______________________________________________________________________
 JU2706* NAD 83(1996) POSITION- 39 32 37.53042(N) 074 20 52.08454(W)   ADJUSTED
 JU2706* NAVD 88 ORTHO HEIGHT -     1.23  (+/-2cm)        4.0   (feet) VERTCON3
 JU2706  ______________________________________________________________________
 JU2706  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 JU2706  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 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
 JU2706.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2706.GEOID18 height accuracy estimate available here.
 JU2706
 JU2706.The vertical order pertains to the NGVD 29 superseded value.
 JU2706
 JU2706.Click photographs - Photos may exist for this station.
 JU2706
 JU2706.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2706
 JU2706. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000510  x   0.99990211  =   0.99990721
 JU2706!UTM  18      -   1.00000510  x   0.99963867  =   0.99964377
 JU2706
 JU2706:                Primary Azimuth Mark                     Grid Az
 JU2706:SPC NJ       -  SHEEPHEAD                                118 58 56.7
 JU2706:UTM  18      -  SHEEPHEAD                                118 39 50.6
 JU2706
 JU2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5604077323(NAD 83)
 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               1.62   (m)            5.3    (f) LEVELING    3  
 JU2706
 JU2706.Superseded values are not recommended for survey control.
 JU2706
 JU2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2706.See file dsdata.pdf to determine how the superseded data were derived.
 JU2706
 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 = JULY 24, 2026 22:12:30 EDT
 KV4422 ***********************************************************************
 KV4422  DESIGNATION -  BAY
 KV4422  PID         -  KV4422
 KV4422  STATE/COUNTY-  NJ/HUDSON
 KV4422  COUNTRY     -  US
 KV4422  USGS QUAD   -  JERSEY CITY (2019)
 KV4422
 KV4422                         *CURRENT SURVEY CONTROL
 KV4422  ______________________________________________________________________
 KV4422* NAD 83(2011) POSITION- 40 41 34.16982(N) 074 06 22.40847(W)   ADJUSTED
 KV4422* NAD 83(2011) ELLIP HT-   -22.674 (meters)        (06/27/12)   ADJUSTED
 KV4422* NAD 83(2011) EPOCH   -  2010.00
 KV4422* NAVD 88 ORTHO HEIGHT -     9.5   (meters)       31.    (feet) GPS OBS
 KV4422  ______________________________________________________________________
 KV4422  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4422  GEOID HEIGHT    -        -32.135 (meters)                     GEOID18
 KV4422  NAD 83(2011) X  -  1,326,246.777 (meters)                     COMP
 KV4422  NAD 83(2011) Y  - -4,657,745.944 (meters)                     COMP
 KV4422  NAD 83(2011) Z  -  4,136,603.838 (meters)                     COMP
 KV4422  LAPLACE CORR    -          6.02  (seconds)                    DEFLEC18
 KV4422
 KV4422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4422  Standards:
 KV4422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4422  -------------------------------------------------------------------
 KV4422  NETWORK    0.49   1.51           0.21   0.19   0.77      0.02843816
 KV4422  -------------------------------------------------------------------
 KV4422  Click here for local accuracies and other accuracy information.
 KV4422
 KV4422.The horizontal coordinates were established by GPS observations
 KV4422.and adjusted by the National Geodetic Survey in June 2012.
 KV4422
 KV4422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4422.been affixed to the stable North American tectonic plate. See 
 KV4422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4422
 KV4422.The horizontal coordinates are valid at the epoch date displayed above
 KV4422.which is a decimal equivalence of Year/Month/Day.
 KV4422
 KV4422.The orthometric height was determined by GPS observations and a
 KV4422.high-resolution geoid model.
 KV4422
 KV4422.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4422.GEOID18 height accuracy estimate available here.
 KV4422
 KV4422.Click photographs - Photos may exist for this station.
 KV4422
 KV4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4422
 KV4422.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4422
 KV4422.The ellipsoidal height was determined by GPS observations
 KV4422.and is referenced to NAD 83.
 KV4422
 KV4422. The following values were computed from the NAD 83(2011) position.
 KV4422
 KV4422;                    North         East     Units Scale Factor Converg.
 KV4422;SPC NJ       -   206,513.463   183,280.412   MT  0.99991363   +0 15 24.3
 KV4422;SPC NJ       -   677,536.25    601,312.49   sFT  0.99991363   +0 15 24.3
 KV4422;SPC NY E     -   206,513.463   183,280.412   MT  0.99991363   +0 15 24.3
 KV4422;SPC NY E     -   677,536.25    601,312.49   sFT  0.99991363   +0 15 24.3
 KV4422;SPC NY L     -    58,433.056   291,021.427   MT  0.99999865   -0 04 10.1
 KV4422;SPC NY L     -   191,709.12    954,792.80   sFT  0.99999865   -0 04 10.1
 KV4422;UTM  18      - 4,505,042.676   575,516.235   MT  0.99967019   +0 34 58.0
 KV4422
 KV4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4422!SPC NJ       -   1.00000356  x   0.99991363  =   0.99991719
 KV4422!SPC NY E     -   1.00000356  x   0.99991363  =   0.99991719
 KV4422!SPC NY L     -   1.00000356  x   0.99999865  =   1.00000221
 KV4422!UTM  18      -   1.00000356  x   0.99967019  =   0.99967375
 KV4422
 KV4422:                Primary Azimuth Mark                     Grid Az
 KV4422:SPC NJ       -  NEWARK BAY BEACON 3                      249 42 35.1
 KV4422:SPC NY E     -  NEWARK BAY BEACON 3                      249 42 35.1
 KV4422:SPC NY L     -  NEWARK BAY BEACON 3                      250 02 09.5
 KV4422:UTM  18      -  NEWARK BAY BEACON 3                      249 23 01.4
 KV4422
 KV4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7551605042(NAD 83)
 KV4422
 KV4422|---------------------------------------------------------------------|
 KV4422| PID    Reference Object                     Distance      Geod. Az  |
 KV4422|                                                           dddmmss.s |
 KV4422| KV4348 KEARNY POINT WOR W RADIO TOWER      APPROX. 4.1 KM 0004019.2 |
 KV4422| KV4344 KEARNY POINT WOR E RADIO TOWER      APPROX. 4.1 KM 0020713.8 |
 KV4422| KV4297 NEWARK BAY KELLOGG CO TANK          APPROX. 1.9 KM 0043857.0 |
 KV4422| KV4298 NEWARK BAY KELLOGG CO CHIMNEY       APPROX. 1.9 KM 0050138.6 |
 KV4422| KV4264 S KEARNY ELEC POWER S STACK         APPROX. 4.9 KM 0092524.7 |
 KV4422| KV4256 S KEARNY ELEC POWER MID STACK       APPROX. 5.0 KM 0093705.6 |
 KV4422| KV4255 S KEARNY ELEC POWER N STACK         APPROX. 5.0 KM 0094843.0 |
 KV4422| KV4262 JERSEY CITY GAS W END GAS TANK      APPROX. 5.9 KM 0273839.4 |
 KV4422| KV4290 NEWARK BAY CHAMBERL FLY CHIM        APPROX. 1.3 KM 0324355.2 |
 KV4422| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 1.5 KM 0484250.2 |
 KV4422| KV4226 BAYONNE WHOM NORTH RADIO MAST       APPROX. 0.5 KM 1080043.3 |
 KV4422| CB5674 BAY RM 1                             17.660 METERS 20930     |
 KV4422| KV4754 NEWARK BAY BEACON 1                 APPROX. 4.2 KM 2215637.1 |
 KV4422| KV4751 NEWARK BAY BEACON 2                 APPROX. 2.9 KM 2321045.3 |
 KV4422| KV4767 NEWARK BAY BEACON 3                 APPROX. 2.1 KM 2495759.4 |
 KV4422| KV4330 NEWARK BAY BEACON 4                 APPROX. 1.3 KM 2715924.5 |
 KV4422| KV4772 PORT NEWARK E P N TANK              APPROX. 2.5 KM 2795853.2 |
 KV4422| KV4762 NEWARK BAY PASSAIC LH OLD TWR       APPROX. 1.8 KM 2820641.4 |
 KV4422| KV4777 PORT NEWARK TERM MERCUR E TANK      APPROX. 3.2 KM 2852823.6 |
 KV4422| KV4779 PORT NEWARK TERM MERCUR W TANK      APPROX. 3.8 KM 2872352.6 |
 KV4422| KV4294 NEWARK BAY BEACON 5                 APPROX. 2.0 KM 3265750.2 |
 KV4422| KV4305 HACKENSACK RIVER BEACON 1           APPROX. 2.3 KM 3394627.2 |
 KV4422| KV4314 HACKENSACK RIVER BEACON 3           APPROX. 2.6 KM 3551927.5 |
 KV4422|---------------------------------------------------------------------|
 KV4422
 KV4422                          SUPERSEDED SURVEY CONTROL
 KV4422
 KV4422  NAD 83(2007)-  40 41 34.17000(N)    074 06 22.40964(W) AD(2002.00) 0
 KV4422  ELLIP H (02/10/07)  -22.662  (m)                       GP(2002.00)    
 KV4422  ELLIP H (10/23/02)  -22.655  (m)                       GP(       ) 4 1
 KV4422  NAD 83(1996)-  40 41 34.17024(N)    074 06 22.40990(W) AD(       ) 1
 KV4422  ELLIP H (05/14/99)  -22.649  (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
 KV4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4422.See file dsdata.pdf to determine how the superseded data were derived.
 KV4422
 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 = JULY 24, 2026 22:12:30 EDT
 JU4425 ***********************************************************************
 JU4425  DESIGNATION -  BAY 1
 JU4425  PID         -  JU4425
 JU4425  STATE/COUNTY-  NJ/CAPE MAY
 JU4425  COUNTRY     -  US
 JU4425  USGS QUAD   -  OCEAN CITY (2019)
 JU4425
 JU4425                         *CURRENT SURVEY CONTROL
 JU4425  ______________________________________________________________________
 JU4425* NAD 83(2011) POSITION- 39 17 16.11532(N) 074 37 29.17553(W)   ADJUSTED
 JU4425* NAD 83(2011) ELLIP HT-   -30.116 (meters)        (06/27/12)   ADJUSTED
 JU4425* NAD 83(2011) EPOCH   -  2010.00
 JU4425* NAVD 88 ORTHO HEIGHT -     4.4   (meters)       14.    (feet) GPS OBS
 JU4425  ______________________________________________________________________
 JU4425  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4425  GEOID HEIGHT    -        -34.820 (meters)                     GEOID93
 JU4425  GEOID HEIGHT    -        -34.535 (meters)                     GEOID18
 JU4425  NAD 83(2011) X  -  1,310,618.890 (meters)                     COMP
 JU4425  NAD 83(2011) Y  - -4,766,219.474 (meters)                     COMP
 JU4425  NAD 83(2011) Z  -  4,017,078.817 (meters)                     COMP
 JU4425  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 JU4425
 JU4425  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4425  Standards:
 JU4425         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4425            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4425  -------------------------------------------------------------------
 JU4425  NETWORK    0.54   0.84           0.24   0.20   0.43      0.02807020
 JU4425  -------------------------------------------------------------------
 JU4425  Click here for local accuracies and other accuracy information.
 JU4425
 JU4425.The horizontal coordinates were established by GPS observations
 JU4425.and adjusted by the National Geodetic Survey in June 2012.
 JU4425
 JU4425.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4425.been affixed to the stable North American tectonic plate. See 
 JU4425.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4425
 JU4425.The horizontal coordinates are valid at the epoch date displayed above
 JU4425.which is a decimal equivalence of Year/Month/Day.
 JU4425
 JU4425.The orthometric height was determined by GPS observations and a
 JU4425.high-resolution geoid model.
 JU4425
 JU4425.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4425.GEOID18 height accuracy estimate available here.
 JU4425
 JU4425.Click photographs - Photos may exist for this station.
 JU4425
 JU4425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4425
 JU4425.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4425
 JU4425.The ellipsoidal height was determined by GPS observations
 JU4425.and is referenced to NAD 83.
 JU4425
 JU4425. The following values were computed from the NAD 83(2011) position.
 JU4425
 JU4425;                    North         East     Units Scale Factor Converg.
 JU4425;SPC NJ       -    50,456.826   139,236.538   MT  0.99990143   -0 04 44.4
 JU4425;SPC NJ       -   165,540.44    456,811.88   sFT  0.99990143   -0 04 44.4
 JU4425;UTM  18      - 4,348,783.035   532,359.742   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  =   0.99961761
 JU4425
 JU4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3235948783(NAD 83)
 JU4425
 JU4425                          SUPERSEDED SURVEY CONTROL
 JU4425
 JU4425  NAD 83(2007)-  39 17 16.11567(N)    074 37 29.17625(W) AD(2002.00) 0
 JU4425  ELLIP H (02/10/07)  -30.107  (m)                       GP(2002.00)    
 JU4425  ELLIP H (10/23/02)  -30.059  (m)                       GP(       ) 4 1
 JU4425  NAD 83(1996)-  39 17 16.11538(N)    074 37 29.17611(W) AD(       ) 1
 JU4425  ELLIP H (05/14/99)  -30.111  (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)  -30.189  (m)                       GP(       ) 3 1
 JU4425
 JU4425.Superseded values are not recommended for survey control.
 JU4425
 JU4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4425.See file dsdata.pdf to determine how the superseded data were derived.
 JU4425
 JU4425_MARKER: DD = SURVEY DISK
 JU4425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU4426 ***********************************************************************
 JU4426  DESIGNATION -  BAY 2
 JU4426  PID         -  JU4426
 JU4426  STATE/COUNTY-  NJ/ATLANTIC
 JU4426  COUNTRY     -  US
 JU4426  USGS QUAD   -  OCEAN CITY (2019)
 JU4426
 JU4426                         *CURRENT SURVEY CONTROL
 JU4426  ______________________________________________________________________
 JU4426* NAD 83(2011) POSITION- 39 17 51.31769(N) 074 37 14.47548(W)   ADJUSTED
 JU4426* NAD 83(2011) ELLIP HT-   -29.985 (meters)        (06/27/12)   ADJUSTED
 JU4426* NAD 83(2011) EPOCH   -  2010.00
 JU4426* NAVD 88 ORTHO HEIGHT -     4.5   (meters)       15.    (feet) GPS OBS
 JU4426  ______________________________________________________________________
 JU4426  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4426  GEOID HEIGHT    -        -34.790 (meters)                     GEOID93
 JU4426  GEOID HEIGHT    -        -34.498 (meters)                     GEOID18
 JU4426  NAD 83(2011) X  -  1,310,776.262 (meters)                     COMP
 JU4426  NAD 83(2011) Y  - -4,765,463.277 (meters)                     COMP
 JU4426  NAD 83(2011) Z  -  4,017,919.074 (meters)                     COMP
 JU4426  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 JU4426
 JU4426  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4426  Standards:
 JU4426         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4426            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4426  -------------------------------------------------------------------
 JU4426  NETWORK    0.80   1.14           0.33   0.32   0.58     -0.18000342
 JU4426  -------------------------------------------------------------------
 JU4426  Click here for local accuracies and other accuracy information.
 JU4426
 JU4426.The horizontal coordinates were established by GPS observations
 JU4426.and adjusted by the National Geodetic Survey in June 2012.
 JU4426
 JU4426.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4426.been affixed to the stable North American tectonic plate. See 
 JU4426.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4426
 JU4426.The horizontal coordinates are valid at the epoch date displayed above
 JU4426.which is a decimal equivalence of Year/Month/Day.
 JU4426
 JU4426.The orthometric height was determined by GPS observations and a
 JU4426.high-resolution geoid model.
 JU4426
 JU4426.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4426.GEOID18 height accuracy estimate available here.
 JU4426
 JU4426.Click photographs - Photos may exist for this station.
 JU4426
 JU4426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4426
 JU4426.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4426
 JU4426.The ellipsoidal height was determined by GPS observations
 JU4426.and is referenced to NAD 83.
 JU4426
 JU4426. The following values were computed from the NAD 83(2011) position.
 JU4426
 JU4426;                    North         East     Units Scale Factor Converg.
 JU4426;SPC NJ       -    51,541.853   139,590.239   MT  0.99990133   -0 04 35.2
 JU4426;SPC NJ       -   169,100.23    457,972.31   sFT  0.99990133   -0 04 35.2
 JU4426;UTM  18      - 4,349,869.686   532,707.341   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  =   0.99961787
 JU4426
 JU4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3270749869(NAD 83)
 JU4426
 JU4426                          SUPERSEDED SURVEY CONTROL
 JU4426
 JU4426  NAD 83(2007)-  39 17 51.31804(N)    074 37 14.47620(W) AD(2002.00) 0
 JU4426  ELLIP H (02/10/07)  -29.977  (m)                       GP(2002.00)    
 JU4426  ELLIP H (10/23/02)  -29.926  (m)                       GP(       ) 4 1
 JU4426  NAD 83(1996)-  39 17 51.31774(N)    074 37 14.47606(W) AD(       ) 1
 JU4426  ELLIP H (05/14/99)  -29.981  (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)  -30.057  (m)                       GP(       ) 3 1
 JU4426
 JU4426.Superseded values are not recommended for survey control.
 JU4426
 JU4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4426.See file dsdata.pdf to determine how the superseded data were derived.
 JU4426
 JU4426_MARKER: DD = SURVEY DISK
 JU4426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV0866 ***********************************************************************
 KV0866  DESIGNATION -  BAY AZ MK
 KV0866  PID         -  KV0866
 KV0866  STATE/COUNTY-  NJ/OCEAN
 KV0866  COUNTRY     -  US
 KV0866  USGS QUAD   -  POINT PLEASANT (2019)
 KV0866
 KV0866                         *CURRENT SURVEY CONTROL
 KV0866  ______________________________________________________________________
 KV0866* NAD 83(1996) POSITION- 40 01 09.79121(N) 074 03 24.32273(W)   ADJUSTED
 KV0866* NAVD 88 ORTHO HEIGHT -     1.305 (meters)        4.28  (feet) ADJUSTED
 KV0866  ______________________________________________________________________
 KV0866  GEOID HEIGHT    -        -33.062 (meters)                     GEOID18
 KV0866  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 KV0866  DYNAMIC HEIGHT  -          1.304 (meters)        4.28  (feet) COMP
 KV0866  MODELED GRAVITY -    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 and
 KV0866.adjusted by the NATIONAL GEODETIC SURVEY
 KV0866.in June 1991.
 KV0866
 KV0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0866.GEOID18 height accuracy estimate available here.
 KV0866
 KV0866.Click photographs - Photos may exist for this station.
 KV0866
 KV0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8049230335(NAD 83)
 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  NGVD 29 (??/??/87)    1.695  (m)            5.56   (f) SUPERSEDED  1 1
 KV0866  NGVD 29               1.70   (m)            5.6    (f) LEVELING    3  
 KV0866
 KV0866.Superseded values are not recommended for survey control.
 KV0866
 KV0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0866.See file dsdata.pdf to determine how the superseded data were derived.
 KV0866
 KV0866_MARKER: DZ = AZIMUTH MARK DISK
 KV0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0866_STAMPING: BAY 1962
 KV0866_MARK LOGO: CGS
 KV0866_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV0853 ***********************************************************************
 KV0853  DESIGNATION -  BAY HEAD
 KV0853  PID         -  KV0853
 KV0853  STATE/COUNTY-  NJ/OCEAN
 KV0853  COUNTRY     -  US
 KV0853  USGS QUAD   -  POINT PLEASANT (2019)
 KV0853
 KV0853                         *CURRENT SURVEY CONTROL
 KV0853  ______________________________________________________________________
 KV0853* NAD 83(1996) POSITION- 40 04 01.58040(N) 074 02 38.33256(W)   ADJUSTED
 KV0853* NAVD 88 ORTHO HEIGHT -     2.392 (meters)        7.85  (feet) ADJUSTED
 KV0853  ______________________________________________________________________
 KV0853  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 KV0853  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 KV0853  DYNAMIC HEIGHT  -          2.391 (meters)        7.84  (feet) COMP
 KV0853  MODELED GRAVITY -    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 and
 KV0853.adjusted by the NATIONAL GEODETIC SURVEY
 KV0853.in June 1991.
 KV0853
 KV0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0853.GEOID18 height accuracy estimate available here.
 KV0853
 KV0853.Click photographs - Photos may exist for this station.
 KV0853
 KV0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -  BAY HEAD RM 3 AZIMUTH                    281 36 43.3
 KV0853:UTM  18      -  BAY HEAD RM 3 AZIMUTH                    281 17 24.5
 KV0853
 KV0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8152635643(NAD 83)
 KV0853
 KV0853|---------------------------------------------------------------------|
 KV0853| PID    Reference Object                     Distance      Geod. Az  |
 KV0853|                                                           dddmmss.s |
 KV0853| KV5145 AVON WATER TANK                     APPROX.14.2 KM 0073123.8 |
 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 1914615.9 |
 KV0853| JU2587 LAVALLETTE STANDPIPE                APPROX.11.2 KM 1920753.7 |
 KV0853| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.16.3 KM 2122814.7 |
 KV0853| KV0852 BAY HEAD RM 2                        33.357 METERS 25725     |
 KV0853| CB5676 BAY HEAD RM 3 AZIMUTH                              2815420.0 |
 KV0853| KV0851 2205                                 34.988 METERS 28155     |
 KV0853| KV5287 POINT PLEASANT NEW WEST TANK        APPROX. 2.7 KM 3053458.2 |
 KV0853| KV5284 POINT PLEASANT NEW EAST TANK        APPROX. 2.5 KM 3140839.5 |
 KV0853| KV5270 BAY HEAD WATER TANK                 196.827 METERS 32837     |
 KV0853| KV5224 BRIELLE WATER TANK                  APPROX. 5.3 KM 3431042.3 |
 KV0853| KV5218 MANASQUAN WATER TANK                APPROX. 6.0 KM 3491418.7 |
 KV0853| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX. 2.1 KM 3533109.3 |
 KV0853| KV5277 POINT PLEASANT NJ POWER MAST        APPROX. 2.3 KM 3535718.3 |
 KV0853| KV5279 POINT PLEASANT STANDPIPE            APPROX. 2.3 KM 3542347.3 |
 KV0853| KV5177 SPRING LAKE WEST TANK               APPROX. 9.2 KM 3554718.2 |
 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  NGVD 29 (??/??/87)    2.780  (m)            9.12   (f) SUPERSEDED  1 1
 KV0853  NGVD 29               2.78   (m)            9.1    (f) LEVELING    3  
 KV0853
 KV0853.Superseded values are not recommended for survey control.
 KV0853
 KV0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0853.See file dsdata.pdf to determine how the superseded data were derived.
 KV0853
 KV0853_MARKER: DS = TRIANGULATION STATION DISK
 KV0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0853_STAMPING: BAY HEAD 1932
 KV0853_MARK LOGO: CGS
 KV0853_PROJECTION: RECESSED 5 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0852 ***********************************************************************
 KV0852  DESIGNATION -  BAY HEAD RM 2
 KV0852  PID         -  KV0852
 KV0852  STATE/COUNTY-  NJ/OCEAN
 KV0852  COUNTRY     -  US
 KV0852  USGS QUAD   -  POINT PLEASANT (2019)
 KV0852
 KV0852                         *CURRENT SURVEY CONTROL
 KV0852  ______________________________________________________________________
 KV0852* NAD 83(1986) POSITION- 40 04 01.34   (N) 074 02 39.71   (W)   HD_HELD1
 KV0852* NAVD 88 ORTHO HEIGHT -     1.620 (meters)        5.32  (feet) ADJUSTED
 KV0852  ______________________________________________________________________
 KV0852  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 KV0852  DYNAMIC HEIGHT  -          1.619 (meters)        5.31  (feet) COMP
 KV0852  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 KV0852
 KV0852  VERT ORDER      -  FIRST     CLASS I
 KV0852
 KV0852.The horizontal coordinates were determined by differentially corrected
 KV0852.hand held GPS observations or other comparable positioning techniques
 KV0852.and have an estimated accuracy of +/- 3 meters.
 KV0852
 KV0852.The orthometric height was determined by differential leveling and
 KV0852.adjusted by the NATIONAL GEODETIC SURVEY
 KV0852.in June 1991.
 KV0852
 KV0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0852.GEOID18 height accuracy estimate available here.
 KV0852
 KV0852.Click photographs - Photos may exist for this station.
 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       -   137,056.8     188,866.6     MT  (+/- 3 meters HH1 GPS) 
 KV0852
 KV0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8149335635(NAD 83)
 KV0852
 KV0852                          SUPERSEDED SURVEY CONTROL
 KV0852
 KV0852  NGVD 29 (04/16/92)    1.961  (m)            6.43   (f) ADJUSTED    1 1
 KV0852  NGVD 29 (??/??/87)    2.008  (m)            6.59   (f) SUPERSEDED  1 1
 KV0852
 KV0852.Superseded values are not recommended for survey control.
 KV0852
 KV0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0852.See file dsdata.pdf to determine how the superseded data were derived.
 KV0852
 KV0852_MARKER: DR = REFERENCE MARK DISK
 KV0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0852_STAMPING: BAY HEAD NO 2 1932
 KV0852_MARK LOGO: CGS
 KV0852_PROJECTION: RECESSED 5 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0854 ***********************************************************************
 KV0854  DESIGNATION -  BAY HEAD RM 4
 KV0854  PID         -  KV0854
 KV0854  STATE/COUNTY-  NJ/OCEAN
 KV0854  COUNTRY     -  US
 KV0854  USGS QUAD   -  POINT PLEASANT (2019)
 KV0854
 KV0854                         *CURRENT SURVEY CONTROL
 KV0854  ______________________________________________________________________
 KV0854* NAD 83(1986) POSITION- 40 03 57.52   (N) 074 02 37.55   (W)   HD_HELD1
 KV0854* NAVD 88 ORTHO HEIGHT -     2.192 (meters)        7.19  (feet) ADJUSTED
 KV0854  ______________________________________________________________________
 KV0854  GEOID HEIGHT    -        -33.043 (meters)                     GEOID18
 KV0854  DYNAMIC HEIGHT  -          2.191 (meters)        7.19  (feet) COMP
 KV0854  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 KV0854
 KV0854  VERT ORDER      -  FIRST     CLASS II
 KV0854
 KV0854.The horizontal coordinates were determined by differentially corrected
 KV0854.hand held GPS observations or other comparable positioning techniques
 KV0854.and have an estimated accuracy of +/- 3 meters.
 KV0854
 KV0854.The orthometric height was determined by differential leveling and
 KV0854.adjusted by the NATIONAL GEODETIC SURVEY
 KV0854.in September 2015.
 KV0854
 KV0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0854.GEOID18 height accuracy estimate available here.
 KV0854
 KV0854.Click photographs - Photos may exist for this station.
 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       -   136,939.3     188,918.4     MT  (+/- 3 meters HH1 GPS) 
 KV0854
 KV0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8154635518(NAD 83)
 KV0854
 KV0854                          SUPERSEDED SURVEY CONTROL
 KV0854
 KV0854  NAVD 88 (06/15/91)    2.202  (m)            7.22   (f) SUPERSEDED  1 1
 KV0854  NGVD 29 (04/16/92)    2.546  (m)            8.35   (f) ADJUSTED    1 1
 KV0854  NGVD 29 (??/??/87)    2.590  (m)            8.50   (f) SUPERSEDED  1 1
 KV0854
 KV0854.Superseded values are not recommended for survey control.
 KV0854
 KV0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0854.See file dsdata.pdf to determine how the superseded data were derived.
 KV0854
 KV0854_MARKER: DR = REFERENCE MARK DISK
 KV0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0854_STAMPING: BAY HEAD NO 4 1932
 KV0854_MARK LOGO: CGS
 KV0854_PROJECTION: FLUSH
 KV0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0854+STABILITY: SURFACE MOTION
 KV0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0854+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 KV0854  HISTORY     - 20160411 GOOD             NJGS
 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.
 KV0854
 KV0854                          STATION RECOVERY (2012)
 KV0854
 KV0854'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0854'RECOVERED AS DESCRIBED.
 KV0854'
 KV0854'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-SOUTHEAST OF
 KV0854'LAKEWOOD, 1.8 MI (2.9 KM) SOUTHEAST OF POINT PLEASANT AND 1.8 MI (2.9
 KV0854'KM) SOUTH OF POINT PLEASANT BEACH.
 KV0854'
 KV0854'THE STATION IS LOCATED IN THE BOROUGH OF BAY HEAD, ON THE EAST SIDE OF
 KV0854'EAST AVENUE, SET FLUSH IN THE FRONT YARD OF HOUSE NUMBER 609.
 KV0854'
 KV0854'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AVENUE (STATE
 KV0854'HIGHWAY 35) AND BRIDGE AVENUE (COUNTY ROAD 632), GO SOUTH ON STATE
 KV0854'HIGHWAY 35 FOR 0.29 MI (0.5 KM) TO THE TEE INTERSECTION WITH CHADWICK
 KV0854'STREET ON THE LEFT.  TURN LEFT AND GO EAST ON CHADWICK STREET FOR 0.05
 KV0854'MI (0.1 KM) TO THE TEE INTERSECTION WITH EAST AVENUE AND THE STATION
 KV0854'ON THE RIGHT, AT THE SOUTHEAST CORNER OF THE INTERSECTION, SET FLUSH
 KV0854'WITH THE GROUND IN THE FRONT LAWN OF HOUSE NUMBER 609.
 KV0854'
 KV0854'THE STATION IS 48.6 FT (14.8 M) NORTH FROM WOOD UTILITY POLE NUMBER
 KV0854'40031 BH, 11.5 FT (3.5 M) SOUTH FROM THE CENTERLINE OF THE DRIVEWAY
 KV0854'LEADING TO HOUSE NUMBER 609, 47.2 FT (14.4 M) SOUTH FROM WOOD UTILITY
 KV0854'POLE NUMBER 40030 BH AND 1.0 FT (0.3 M) EAST FROM A 4 FT (1.2 M) HIGH
 KV0854'WOODEN PICKET FENCE.
 KV0854
 KV0854                          STATION RECOVERY (2016)
 KV0854
 KV0854'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV0854'RECOVERED IN GOOD CONDITION.
 KV0854'
 KV0854'NOTE-PICKET FENCE REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5270 ***********************************************************************
 KV5270  DESIGNATION -  BAY HEAD WATER TANK
 KV5270  PID         -  KV5270
 KV5270  STATE/COUNTY-  NJ/OCEAN
 KV5270  COUNTRY     -  US
 KV5270  USGS QUAD   -  POINT PLEASANT (2019)
 KV5270
 KV5270                         *CURRENT SURVEY CONTROL
 KV5270  ______________________________________________________________________
 KV5270* NAD 83(1996) POSITION- 40 04 07.02801(N) 074 02 42.65717(W)   ADJUSTED
 KV5270  ______________________________________________________________________
 KV5270  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 KV5270  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5270.GEOID18 height accuracy estimate available here.
 KV5270
 KV5270.Click photographs - Photos may exist for this station.
 KV5270
 KV5270.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5270
 KV5270. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8142135810(NAD 83)
 KV5270
 KV5270                          SUPERSEDED SURVEY CONTROL
 KV5270
 KV5270  NAD 83(1986)-  40 04 07.02303(N)    074 02 42.65322(W) AD(       ) 3
 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
 KV5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5270.See file dsdata.pdf to determine how the superseded data were derived.
 KV5270
 KV5270_MARKER: 53 = ELEVATED TANK
 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 = JULY 24, 2026 22:12:30 EDT
 KV0867 ***********************************************************************
 KV0867  DESIGNATION -  BAY RM 1
 KV0867  PID         -  KV0867
 KV0867  STATE/COUNTY-  NJ/OCEAN
 KV0867  COUNTRY     -  US
 KV0867  USGS QUAD   -  POINT PLEASANT (2019)
 KV0867
 KV0867                         *CURRENT SURVEY CONTROL
 KV0867  ______________________________________________________________________
 KV0867* NAD 83(1986) POSITION- 40 01 10.92   (N) 074 03 42.74   (W)   HD_HELD1
 KV0867* NAVD 88 ORTHO HEIGHT -     1.226 (meters)        4.02  (feet) ADJUSTED
 KV0867  ______________________________________________________________________
 KV0867  GEOID HEIGHT    -        -33.061 (meters)                     GEOID18
 KV0867  DYNAMIC HEIGHT  -          1.225 (meters)        4.02  (feet) COMP
 KV0867  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 KV0867
 KV0867  VERT ORDER      -  FIRST     CLASS I
 KV0867
 KV0867.The horizontal coordinates were determined by differentially corrected
 KV0867.hand held GPS observations or other comparable positioning techniques
 KV0867.and have an estimated accuracy of +/- 3 meters.
 KV0867
 KV0867.The orthometric height was determined by differential leveling and
 KV0867.adjusted by the NATIONAL GEODETIC SURVEY
 KV0867.in June 1991.
 KV0867
 KV0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0867.GEOID18 height accuracy estimate available here.
 KV0867
 KV0867.Click photographs - Photos may exist for this station.
 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       -   131,793.5     187,399.0     MT  (+/- 3 meters HH1 GPS) 
 KV0867
 KV0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8005530365(NAD 83)
 KV0867
 KV0867                          SUPERSEDED SURVEY CONTROL
 KV0867
 KV0867  NGVD 29 (04/16/92)    1.577  (m)            5.17   (f) ADJUSTED    1 1
 KV0867  NGVD 29 (??/??/87)    1.617  (m)            5.31   (f) SUPERSEDED  1 1
 KV0867
 KV0867.Superseded values are not recommended for survey control.
 KV0867
 KV0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0867.See file dsdata.pdf to determine how the superseded data were derived.
 KV0867
 KV0867_MARKER: DR = REFERENCE MARK DISK
 KV0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0867_STAMPING: BAY NO 1 1962
 KV0867_MARK LOGO: CGS
 KV0867_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV0869 ***********************************************************************
 KV0869  DESIGNATION -  BAY RM 2
 KV0869  PID         -  KV0869
 KV0869  STATE/COUNTY-  NJ/OCEAN
 KV0869  COUNTRY     -  US
 KV0869  USGS QUAD   -  POINT PLEASANT (2019)
 KV0869
 KV0869                         *CURRENT SURVEY CONTROL
 KV0869  ______________________________________________________________________
 KV0869* NAD 83(1986) POSITION- 40 01 10.72   (N) 074 03 43.15   (W)   HD_HELD1
 KV0869* NAVD 88 ORTHO HEIGHT -     1.504 (meters)        4.93  (feet) ADJUSTED
 KV0869  ______________________________________________________________________
 KV0869  GEOID HEIGHT    -        -33.061 (meters)                     GEOID18
 KV0869  DYNAMIC HEIGHT  -          1.503 (meters)        4.93  (feet) COMP
 KV0869  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 KV0869
 KV0869  VERT ORDER      -  FIRST     CLASS I
 KV0869
 KV0869.The horizontal coordinates were determined by differentially corrected
 KV0869.hand held GPS observations or other comparable positioning techniques
 KV0869.and have an estimated accuracy of +/- 3 meters.
 KV0869
 KV0869.The orthometric height was determined by differential leveling and
 KV0869.adjusted by the NATIONAL GEODETIC SURVEY
 KV0869.in June 1991.
 KV0869
 KV0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0869.GEOID18 height accuracy estimate available here.
 KV0869
 KV0869.Click photographs - Photos may exist for this station.
 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       -   131,787.3     187,389.3     MT  (+/- 3 meters HH1 GPS) 
 KV0869
 KV0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8004630358(NAD 83)
 KV0869
 KV0869                          SUPERSEDED SURVEY CONTROL
 KV0869
 KV0869  NGVD 29 (04/16/92)    1.855  (m)            6.09   (f) ADJUSTED    1 1
 KV0869  NGVD 29 (??/??/87)    1.894  (m)            6.21   (f) SUPERSEDED  1 1
 KV0869
 KV0869.Superseded values are not recommended for survey control.
 KV0869
 KV0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0869.See file dsdata.pdf to determine how the superseded data were derived.
 KV0869
 KV0869_MARKER: DR = REFERENCE MARK DISK
 KV0869_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 DS3025 ***********************************************************************
 DS3025  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3025  DESIGNATION -  BAY1
 DS3025  PID         -  DS3025
 DS3025  STATE/COUNTY-  NJ/HUDSON
 DS3025  COUNTRY     -  US
 DS3025  USGS QUAD   -  ELIZABETH (2016)
 DS3025
 DS3025                         *CURRENT SURVEY CONTROL
 DS3025  ______________________________________________________________________
 DS3025* NAD 83(2011) POSITION- 40 39 57.37139(N) 074 07 51.76523(W)   ADJUSTED
 DS3025* NAD 83(2011) ELLIP HT-   -29.956 (meters)        (11/22/24)   ADJUSTED
 DS3025* NAD 83(2011) EPOCH   -  2010.00
 DS3025* NAVD 88 ORTHO HEIGHT -     2.26  (meters)        7.4   (feet) GPS OBS
 DS3025  ______________________________________________________________________
 DS3025  GEOID HEIGHT    -        -32.210 (meters)                     GEOID18
 DS3025  NAD 83(2011) X  -  1,324,759.529 (meters)                     COMP
 DS3025  NAD 83(2011) Y  - -4,660,186.848 (meters)                     COMP
 DS3025  NAD 83(2011) Z  -  4,134,334.686 (meters)                     COMP
 DS3025  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 DS3025
 DS3025  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3025  Standards:
 DS3025         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3025            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3025  -------------------------------------------------------------------
 DS3025  NETWORK    0.57   0.90           0.25   0.21   0.46     -0.01430326
 DS3025  -------------------------------------------------------------------
 DS3025  Click here for local accuracies and other accuracy information.
 DS3025
 DS3025.The horizontal coordinates were established by GPS observations
 DS3025.and adjusted by the MCKIM AND CREED in November 2024.
 DS3025
 DS3025.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3025.been affixed to the stable North American tectonic plate. See 
 DS3025.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3025
 DS3025.The horizontal coordinates are valid at the epoch date displayed above
 DS3025.which is a decimal equivalence of Year/Month/Day.
 DS3025
 DS3025.The orthometric height was determined by GPS observations and a
 DS3025.high-resolution geoid model using precise GPS observation and
 DS3025.processing techniques.
 DS3025
 DS3025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3025.GEOID18 height accuracy estimate available here.
 DS3025
 DS3025.Click photographs - Photos may exist for this station.
 DS3025
 DS3025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3025
 DS3025.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3025
 DS3025.The ellipsoidal height was determined by GPS observations
 DS3025.and is referenced to NAD 83.
 DS3025
 DS3025. The following values were computed from the NAD 83(2011) position.
 DS3025
 DS3025;                    North         East     Units Scale Factor Converg.
 DS3025;SPC NJ       -   203,518.747   181,195.135   MT  0.99991197   +0 14 25.5
 DS3025;SPC NJ       -   667,711.09    594,471.04   sFT  0.99991197   +0 14 25.5
 DS3025;UTM  18      - 4,502,036.881   573,448.534   MT  0.99966640   +0 33 58.6
 DS3025
 DS3025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3025!SPC NJ       -   1.00000470  x   0.99991197  =   0.99991667
 DS3025!UTM  18      -   1.00000470  x   0.99966640  =   0.99967110
 DS3025
 DS3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7344802036(NAD 83)
 DS3025
 DS3025                          SUPERSEDED SURVEY CONTROL
 DS3025
 DS3025.No superseded survey control is available for this station.
 DS3025
 DS3025_MARKER: DD = SURVEY DISK
 DS3025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3025_SP_SET: SEAWALL
 DS3025_STAMPING: BAYONNE 1 2024
 DS3025_MARK LOGO: USACE
 DS3025_PROJECTION: FLUSH
 DS3025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3025+STABILITY: SURFACE MOTION
 DS3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3025+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DS3025
 DS3025  HISTORY     - Date     Condition        Report By
 DS3025  HISTORY     - 20240910 MONUMENTED       USACE
 DS3025
 DS3025                          STATION DESCRIPTION
 DS3025
 DS3025'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3025'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF ROSELLE, 5.1 MI
 DS3025'(8.2 KM) SOUTH-SOUTHWEST OF JERSEY CITY AND 4.2 MI (6.8 KM) EAST OF
 DS3025'ELIZABETH.
 DS3025'
 DS3025'TO REACH THE STATION FROM THE INTERSECTION OF AVENUE A AND 16TH STREET
 DS3025'HEAD NORTHWEST ON 16TH STREET 205 M (672.6 FT) TO THE PARK ENTRANCE.
 DS3025'HEAD 131 M (429.8 FT) NORTHWEST TO THE FIELD HOUSE ON THE RIGHT.  TURN
 DS3025'RIGHT BEYOND FIELD HOUSE ONTO OFFICIAL USE ONLY ACCESS ROAD AND HEAD
 DS3025'NORTH 346 M (1135.2 FT) TO THE STATION ON THE LEFT.
 DS3025'
 DS3025'7.16 M SOUTHEAST OF THE CENTER OF A WOOD PILING AT NORTH WEST CORNER
 DS3025'OF THE WOODEN FISHING DOCK, 11.26 M (36.9 FT) NORTHEAST OF THE
 DS3025'NORTHWEST CORNER AND END OF SAME CONCRETE WALL   THE STATION IS SET
 DS3025'ON.  13.30 M (43.6 FT) NORTHWEST OF THE CENTER OF THE METAL LIGHT POLE
 DS3025'NEAR THE HOME TEAM DUGOUT AT BALL FIELD 3.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4234 ***********************************************************************
 KV4234  DESIGNATION -  BAYONNE
 KV4234  PID         -  KV4234
 KV4234  STATE/COUNTY-  NJ/HUDSON
 KV4234  COUNTRY     -  US
 KV4234  USGS QUAD   -  JERSEY CITY (2019)
 KV4234
 KV4234                         *CURRENT SURVEY CONTROL
 KV4234  ______________________________________________________________________
 KV4234* NAD 83(2011) POSITION- 40 40 06.31836(N) 074 06 46.55766(W)   ADJUSTED
 KV4234* NAD 83(2011) ELLIP HT-     9.192 (meters)        (06/27/12)   ADJUSTED
 KV4234* NAD 83(2011) EPOCH   -  2010.00
 KV4234* NAVD 88 ORTHO HEIGHT -    41.4   (meters)      136.    (feet) GPS OBS
 KV4234  ______________________________________________________________________
 KV4234  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4234  GEOID HEIGHT    -        -32.161 (meters)                     GEOID18
 KV4234  NAD 83(2011) X  -  1,326,191.609 (meters)                     COMP
 KV4234  NAD 83(2011) Y  - -4,659,623.394 (meters)                     COMP
 KV4234  NAD 83(2011) Z  -  4,134,569.532 (meters)                     COMP
 KV4234  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 KV4234
 KV4234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4234  Standards:
 KV4234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4234  -------------------------------------------------------------------
 KV4234  NETWORK    0.54   0.90           0.21   0.23   0.46     -0.05765321
 KV4234  -------------------------------------------------------------------
 KV4234  Click here for local accuracies and other accuracy information.
 KV4234
 KV4234.The horizontal coordinates were established by GPS observations
 KV4234.and adjusted by the National Geodetic Survey in June 2012.
 KV4234
 KV4234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4234.been affixed to the stable North American tectonic plate. See 
 KV4234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4234
 KV4234.The horizontal coordinates are valid at the epoch date displayed above
 KV4234.which is a decimal equivalence of Year/Month/Day.
 KV4234
 KV4234.The orthometric height was determined by GPS observations and a
 KV4234.high-resolution geoid model.
 KV4234
 KV4234.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4234.GEOID18 height accuracy estimate available here.
 KV4234
 KV4234.Click photographs - Photos may exist for this station.
 KV4234
 KV4234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4234
 KV4234.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4234
 KV4234.The ellipsoidal height was determined by GPS observations
 KV4234.and is referenced to NAD 83.
 KV4234
 KV4234. The following values were computed from the NAD 83(2011) position.
 KV4234
 KV4234;                    North         East     Units Scale Factor Converg.
 KV4234;SPC NJ       -   203,801.287   182,725.399   MT  0.99991318   +0 15 08.1
 KV4234;SPC NJ       -   668,638.06    599,491.58   sFT  0.99991318   +0 15 08.1
 KV4234;SPC NY E     -   203,801.287   182,725.399   MT  0.99991318   +0 15 08.1
 KV4234;SPC NY E     -   668,638.06    599,491.58   sFT  0.99991318   +0 15 08.1
 KV4234;SPC NY L     -    55,723.851   290,450.935   MT  0.99999990   -0 04 25.9
 KV4234;SPC NY L     -   182,820.67    952,921.11   sFT  0.99999990   -0 04 25.9
 KV4234;UTM  18      - 4,502,328.049   574,976.792   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 E     -   0.99999856  x   0.99991318  =   0.99991174
 KV4234!SPC NY L     -   0.99999856  x   0.99999990  =   0.99999846
 KV4234!UTM  18      -   0.99999856  x   0.99966919  =   0.99966775
 KV4234
 KV4234:                Primary Azimuth Mark                     Grid Az
 KV4234:SPC NJ       -  BOGART                                   181 39 07.0
 KV4234:SPC NY E     -  BOGART                                   181 39 07.0
 KV4234:SPC NY L     -  BOGART                                   181 58 41.0
 KV4234:UTM  18      -  BOGART                                   181 19 33.9
 KV4234
 KV4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7497602328(NAD 83)
 KV4234
 KV4234|---------------------------------------------------------------------|
 KV4234| PID    Reference Object                     Distance      Geod. Az  |
 KV4234|                                                           dddmmss.s |
 KV4234| CB5679 BAYONNE RM 1                          1.183 METERS 02914     |
 KV4234| CB5680 BAYONNE RM 2                          2.447 METERS 14342     |
 KV4234| KV3473 BOGART                              APPROX. 7.4 KM 1815415.1 |
 KV4234|---------------------------------------------------------------------|
 KV4234
 KV4234                          SUPERSEDED SURVEY CONTROL
 KV4234
 KV4234  NAD 83(2007)-  40 40 06.31856(N)    074 06 46.55855(W) AD(2002.00) 0
 KV4234  ELLIP H (02/10/07)    9.205  (m)                       GP(2002.00)    
 KV4234  ELLIP H (10/23/02)    9.213  (m)                       GP(       ) 4 1
 KV4234  NAD 83(1996)-  40 40 06.31878(N)    074 06 46.55865(W) AD(       ) 1
 KV4234  ELLIP H (05/14/99)    9.219  (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
 KV4234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4234.See file dsdata.pdf to determine how the superseded data were derived.
 KV4234
 KV4234_MARKER: DS = TRIANGULATION STATION DISK
 KV4234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV4663 ***********************************************************************
 KV4663  DESIGNATION -  BAYONNE
 KV4663  PID         -  KV4663
 KV4663  STATE/COUNTY-  NJ/HUDSON
 KV4663  COUNTRY     -  US
 KV4663  USGS QUAD   -  ELIZABETH (2016)
 KV4663
 KV4663                         *CURRENT SURVEY CONTROL
 KV4663  ______________________________________________________________________
 KV4663* NAD 83(1996) POSITION- 40 38 45.04095(N) 074 08 10.00215(W)   ADJUSTED
 KV4663* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV4663  ______________________________________________________________________
 KV4663  GEOID HEIGHT    -        -32.227 (meters)                     GEOID18
 KV4663  LAPLACE CORR    -          5.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4663.GEOID18 height accuracy estimate available here.
 KV4663
 KV4663.Click photographs - Photos may exist for this station.
 KV4663
 KV4663.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4663
 KV4663. The following values were computed from the NAD 83(1996) position.
 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       -  BERGEN PT LH                             252 08 48.1
 KV4663:SPC NY L     -  BERGEN PT LH                             252 28 21.9
 KV4663:UTM  18      -  BERGEN PT LH                             251 49 15.5
 KV4663
 KV4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7304299802(NAD 83)
 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                        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(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  USSD        -  40 38 45.04300(N)    074 08 11.38600(W) AD(       ) 3
 KV4663
 KV4663.Superseded values are not recommended for survey control.
 KV4663
 KV4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4663.See file dsdata.pdf to determine how the superseded data were derived.
 KV4663
 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 = JULY 24, 2026 22:12:30 EDT
 KV4244 ***********************************************************************
 KV4244  DESIGNATION -  BAYONNE ASIATIC PETROLEUM TANK
 KV4244  PID         -  KV4244
 KV4244  STATE/COUNTY-  NJ/HUDSON
 KV4244  COUNTRY     -  US
 KV4244  USGS QUAD   -  JERSEY CITY (2019)
 KV4244
 KV4244                         *CURRENT SURVEY CONTROL
 KV4244  ______________________________________________________________________
 KV4244* NAD 83(1996) POSITION- 40 39 08.78724(N) 074 05 31.91544(W)   ADJUSTED
 KV4244  ______________________________________________________________________
 KV4244  GEOID HEIGHT    -        -32.122 (meters)                     GEOID18
 KV4244  LAPLACE CORR    -          4.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4244.GEOID18 height accuracy estimate available here.
 KV4244
 KV4244.Click photographs - Photos may exist for this station.
 KV4244
 KV4244.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4244
 KV4244. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7674700571(NAD 83)
 KV4244
 KV4244                          SUPERSEDED SURVEY CONTROL
 KV4244
 KV4244  NAD 83(1996)-  40 39 08.78723(N)    074 05 31.91541(W) AD(       ) 3
 KV4244  NAD 83(1996)-  40 39 08.78662(N)    074 05 31.91545(W) AD(       ) 3
 KV4244  NAD 83(1992)-  40 39 08.78639(N)    074 05 31.91555(W) AD(       ) 3
 KV4244  NAD 83(1986)-  40 39 08.78643(N)    074 05 31.91510(W) AD(       ) 3
 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
 KV4244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4244.See file dsdata.pdf to determine how the superseded data were derived.
 KV4244
 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 = JULY 24, 2026 22:12:30 EDT
 KV4248 ***********************************************************************
 KV4248  DESIGNATION -  BAYONNE BABCOCK WILCOX CHIM 1
 KV4248  PID         -  KV4248
 KV4248  STATE/COUNTY-  NJ/HUDSON
 KV4248  COUNTRY     -  US
 KV4248  USGS QUAD   -  JERSEY CITY (2019)
 KV4248
 KV4248                         *CURRENT SURVEY CONTROL
 KV4248  ______________________________________________________________________
 KV4248* NAD 83(1996) POSITION- 40 38 53.63506(N) 074 07 19.40716(W)   ADJUSTED
 KV4248  ______________________________________________________________________
 KV4248  GEOID HEIGHT    -        -32.192 (meters)                     GEOID18
 KV4248  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4248.GEOID18 height accuracy estimate available here.
 KV4248
 KV4248.Click photographs - Photos may exist for this station.
 KV4248
 KV4248.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4248
 KV4248. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7422700079(NAD 83)
 KV4248
 KV4248                          SUPERSEDED SURVEY CONTROL
 KV4248
 KV4248  NAD 83(1996)-  40 38 53.63505(N)    074 07 19.40719(W) AD(       ) 3
 KV4248  NAD 83(1996)-  40 38 53.63462(N)    074 07 19.40707(W) AD(       ) 3
 KV4248  NAD 83(1992)-  40 38 53.63455(N)    074 07 19.40721(W) AD(       ) 3
 KV4248  NAD 83(1986)-  40 38 53.63417(N)    074 07 19.40741(W) AD(       ) 3
 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
 KV4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4248.See file dsdata.pdf to determine how the superseded data were derived.
 KV4248
 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 = JULY 24, 2026 22:12:30 EDT
 KV4235 ***********************************************************************
 KV4235  DESIGNATION -  BAYONNE CITY HALL SPIRE
 KV4235  PID         -  KV4235
 KV4235  STATE/COUNTY-  NJ/HUDSON
 KV4235  COUNTRY     -  US
 KV4235  USGS QUAD   -  JERSEY CITY (2019)
 KV4235
 KV4235                         *CURRENT SURVEY CONTROL
 KV4235  ______________________________________________________________________
 KV4235* NAD 83(1996) POSITION- 40 39 51.53388(N) 074 06 53.55395(W)   ADJUSTED
 KV4235  ______________________________________________________________________
 KV4235  GEOID HEIGHT    -        -32.168 (meters)                     GEOID18
 KV4235  LAPLACE CORR    -          5.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4235.GEOID18 height accuracy estimate available here.
 KV4235
 KV4235.Click photographs - Photos may exist for this station.
 KV4235
 KV4235.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4235
 KV4235. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7481701870(NAD 83)
 KV4235
 KV4235                          SUPERSEDED SURVEY CONTROL
 KV4235
 KV4235  NAD 83(1996)-  40 39 51.53381(N)    074 06 53.55396(W) AD(       ) 3
 KV4235  NAD 83(1996)-  40 39 51.53143(N)    074 06 53.55547(W) AD(       ) 3
 KV4235  NAD 83(1992)-  40 39 51.53106(N)    074 06 53.55510(W) AD(       ) 3
 KV4235  NAD 83(1986)-  40 39 51.53242(N)    074 06 53.55429(W) AD(       ) 3
 KV4235  NAD 27      -  40 39 51.15500(N)    074 06 55.04700(W) AD(       ) 3
 KV4235  USSD        -  40 39 51.55000(N)    074 06 54.97000(W) AD(       ) 3
 KV4235
 KV4235.Superseded values are not recommended for survey control.
 KV4235
 KV4235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4235.See file dsdata.pdf to determine how the superseded data were derived.
 KV4235
 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 = JULY 24, 2026 22:12:30 EDT
 KV4233 ***********************************************************************
 KV4233  DESIGNATION -  BAYONNE FIRST REFORM CH SPIRE
 KV4233  PID         -  KV4233
 KV4233  STATE/COUNTY-  NJ/HUDSON
 KV4233  COUNTRY     -  US
 KV4233  USGS QUAD   -  JERSEY CITY (2019)
 KV4233
 KV4233                         *CURRENT SURVEY CONTROL
 KV4233  ______________________________________________________________________
 KV4233* NAD 83(1996) POSITION- 40 40 24.71013(N) 074 06 49.55463(W)   ADJUSTED
 KV4233  ______________________________________________________________________
 KV4233  GEOID HEIGHT    -        -32.161 (meters)                     GEOID18
 KV4233  LAPLACE CORR    -          5.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4233.GEOID18 height accuracy estimate available here.
 KV4233
 KV4233.Click photographs - Photos may exist for this station.
 KV4233
 KV4233.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4233
 KV4233. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7490002894(NAD 83)
 KV4233
 KV4233                          SUPERSEDED SURVEY CONTROL
 KV4233
 KV4233  NAD 83(1996)-  40 40 24.71006(N)    074 06 49.55461(W) AD(       ) 3
 KV4233  NAD 83(1996)-  40 40 24.70759(N)    074 06 49.55325(W) AD(       ) 3
 KV4233  NAD 83(1992)-  40 40 24.70731(N)    074 06 49.55312(W) AD(       ) 3
 KV4233  NAD 83(1986)-  40 40 24.70852(N)    074 06 49.55508(W) AD(       ) 3
 KV4233  NAD 27      -  40 40 24.33000(N)    074 06 51.04000(W) AD(       ) 3
 KV4233  USSD        -  40 40 24.71200(N)    074 06 50.94800(W) AD(       ) 3
 KV4233
 KV4233.Superseded values are not recommended for survey control.
 KV4233
 KV4233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4233.See file dsdata.pdf to determine how the superseded data were derived.
 KV4233
 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 = JULY 24, 2026 22:12:30 EDT
 KV4230 ***********************************************************************
 KV4230  DESIGNATION -  BAYONNE JER CITY G E GAS TANK
 KV4230  PID         -  KV4230
 KV4230  STATE/COUNTY-  NJ/HUDSON
 KV4230  COUNTRY     -  US
 KV4230  USGS QUAD   -  JERSEY CITY (2019)
 KV4230
 KV4230                         *CURRENT SURVEY CONTROL
 KV4230  ______________________________________________________________________
 KV4230* NAD 83(1996) POSITION- 40 40 50.91459(N) 074 06 39.41835(W)   ADJUSTED
 KV4230  ______________________________________________________________________
 KV4230  GEOID HEIGHT    -        -32.151 (meters)                     GEOID18
 KV4230  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4230.GEOID18 height accuracy estimate available here.
 KV4230
 KV4230.Click photographs - Photos may exist for this station.
 KV4230
 KV4230.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4230
 KV4230. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7513003704(NAD 83)
 KV4230
 KV4230                          SUPERSEDED SURVEY CONTROL
 KV4230
 KV4230  NAD 83(1996)-  40 40 50.91454(N)    074 06 39.41842(W) AD(       ) 3
 KV4230  NAD 83(1996)-  40 40 50.91315(N)    074 06 39.42018(W) AD(       ) 3
 KV4230  NAD 83(1992)-  40 40 50.91303(N)    074 06 39.42010(W) AD(       ) 3
 KV4230  NAD 83(1986)-  40 40 50.91425(N)    074 06 39.41895(W) AD(       ) 3
 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
 KV4230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4230.See file dsdata.pdf to determine how the superseded data were derived.
 KV4230
 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 = JULY 24, 2026 22:12:30 EDT
 KV4236 ***********************************************************************
 KV4236  DESIGNATION -  BAYONNE MT CARMEL CH W SPIRE
 KV4236  PID         -  KV4236
 KV4236  STATE/COUNTY-  NJ/HUDSON
 KV4236  COUNTRY     -  US
 KV4236  USGS QUAD   -  JERSEY CITY (2019)
 KV4236
 KV4236                         *CURRENT SURVEY CONTROL
 KV4236  ______________________________________________________________________
 KV4236* NAD 83(1996) POSITION- 40 39 45.93796(N) 074 07 03.98555(W)   ADJUSTED
 KV4236  ______________________________________________________________________
 KV4236  GEOID HEIGHT    -        -32.176 (meters)                     GEOID18
 KV4236  LAPLACE CORR    -          5.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4236.GEOID18 height accuracy estimate available here.
 KV4236
 KV4236.Click photographs - Photos may exist for this station.
 KV4236
 KV4236.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4236
 KV4236. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7457301695(NAD 83)
 KV4236
 KV4236                          SUPERSEDED SURVEY CONTROL
 KV4236
 KV4236  NAD 83(1996)-  40 39 45.93791(N)    074 07 03.98549(W) AD(       ) 3
 KV4236  NAD 83(1996)-  40 39 45.93690(N)    074 07 03.98554(W) AD(       ) 3
 KV4236  NAD 83(1992)-  40 39 45.93647(N)    074 07 03.98534(W) AD(       ) 3
 KV4236  NAD 83(1986)-  40 39 45.93644(N)    074 07 03.98542(W) AD(       ) 3
 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
 KV4236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4236.See file dsdata.pdf to determine how the superseded data were derived.
 KV4236
 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 = JULY 24, 2026 22:12:30 EDT
 KV4237 ***********************************************************************
 KV4237  DESIGNATION -  BAYONNE MT CARMEL CH E SPIRE
 KV4237  PID         -  KV4237
 KV4237  STATE/COUNTY-  NJ/HUDSON
 KV4237  COUNTRY     -  US
 KV4237  USGS QUAD   -  JERSEY CITY (2019)
 KV4237
 KV4237                         *CURRENT SURVEY CONTROL
 KV4237  ______________________________________________________________________
 KV4237* NAD 83(1996) POSITION- 40 39 45.69841(N) 074 07 03.51441(W)   ADJUSTED
 KV4237  ______________________________________________________________________
 KV4237  GEOID HEIGHT    -        -32.176 (meters)                     GEOID18
 KV4237  LAPLACE CORR    -          5.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4237.GEOID18 height accuracy estimate available here.
 KV4237
 KV4237.Click photographs - Photos may exist for this station.
 KV4237
 KV4237.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4237
 KV4237. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7458501688(NAD 83)
 KV4237
 KV4237                          SUPERSEDED SURVEY CONTROL
 KV4237
 KV4237  NAD 83(1996)-  40 39 45.69834(N)    074 07 03.51444(W) AD(       ) 3
 KV4237  NAD 83(1996)-  40 39 45.69715(N)    074 07 03.51516(W) AD(       ) 3
 KV4237  NAD 83(1992)-  40 39 45.69670(N)    074 07 03.51599(W) AD(       ) 3
 KV4237  NAD 83(1986)-  40 39 45.69689(N)    074 07 03.51492(W) AD(       ) 3
 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
 KV4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4237.See file dsdata.pdf to determine how the superseded data were derived.
 KV4237
 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 = JULY 24, 2026 22:12:30 EDT
 KV4670 ***********************************************************************
 KV4670  DESIGNATION -  BAYONNE ST ANDREW CH E STEEPLE
 KV4670  PID         -  KV4670
 KV4670  STATE/COUNTY-  NJ/HUDSON
 KV4670  COUNTRY     -  US
 KV4670  USGS QUAD   -  ELIZABETH (2016)
 KV4670
 KV4670                         *CURRENT SURVEY CONTROL
 KV4670  ______________________________________________________________________
 KV4670* NAD 83(1996) POSITION- 40 38 59.48905(N) 074 07 42.53196(W)   ADJUSTED
 KV4670  ______________________________________________________________________
 KV4670  GEOID HEIGHT    -        -32.208 (meters)                     GEOID18
 KV4670  LAPLACE CORR    -          5.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4670.GEOID18 height accuracy estimate available here.
 KV4670
 KV4670.Click photographs - Photos may exist for this station.
 KV4670
 KV4670.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4670
 KV4670. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7368300254(NAD 83)
 KV4670
 KV4670                          SUPERSEDED SURVEY CONTROL
 KV4670
 KV4670  NAD 83(1996)-  40 38 59.48903(N)    074 07 42.53200(W) AD(       ) 3
 KV4670  NAD 83(1986)-  40 38 59.48806(N)    074 07 42.53234(W) AD(       ) 3
 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
 KV4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4670.See file dsdata.pdf to determine how the superseded data were derived.
 KV4670
 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 = JULY 24, 2026 22:12:30 EDT
 KV4671 ***********************************************************************
 KV4671  DESIGNATION -  BAYONNE ST ANDREW CH W STEEPLE
 KV4671  PID         -  KV4671
 KV4671  STATE/COUNTY-  NJ/HUDSON
 KV4671  COUNTRY     -  US
 KV4671  USGS QUAD   -  ELIZABETH (2016)
 KV4671
 KV4671                         *CURRENT SURVEY CONTROL
 KV4671  ______________________________________________________________________
 KV4671* NAD 83(1996) POSITION- 40 38 59.48480(N) 074 07 43.13683(W)   ADJUSTED
 KV4671  ______________________________________________________________________
 KV4671  GEOID HEIGHT    -        -32.208 (meters)                     GEOID18
 KV4671  LAPLACE CORR    -          5.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4671.GEOID18 height accuracy estimate available here.
 KV4671
 KV4671.Click photographs - Photos may exist for this station.
 KV4671
 KV4671.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4671
 KV4671. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7366800253(NAD 83)
 KV4671
 KV4671                          SUPERSEDED SURVEY CONTROL
 KV4671
 KV4671  NAD 83(1996)-  40 38 59.48479(N)    074 07 43.13687(W) AD(       ) 3
 KV4671  NAD 83(1986)-  40 38 59.48382(N)    074 07 43.13722(W) AD(       ) 3
 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
 KV4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4671.See file dsdata.pdf to determine how the superseded data were derived.
 KV4671
 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 = JULY 24, 2026 22:12:30 EDT
 KV4672 ***********************************************************************
 KV4672  DESIGNATION -  BAYONNE ST MARYS CATH CH SPIRE
 KV4672  PID         -  KV4672
 KV4672  STATE/COUNTY-  NJ/HUDSON
 KV4672  COUNTRY     -  US
 KV4672  USGS QUAD   -  ELIZABETH (2016)
 KV4672
 KV4672                         *CURRENT SURVEY CONTROL
 KV4672  ______________________________________________________________________
 KV4672* NAD 83(1996) POSITION- 40 39 30.51806(N) 074 07 33.26849(W)   ADJUSTED
 KV4672  ______________________________________________________________________
 KV4672  GEOID HEIGHT    -        -32.199 (meters)                     GEOID18
 KV4672  LAPLACE CORR    -          5.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4672.GEOID18 height accuracy estimate available here.
 KV4672
 KV4672.Click photographs - Photos may exist for this station.
 KV4672
 KV4672.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4672
 KV4672. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7389101213(NAD 83)
 KV4672
 KV4672                          SUPERSEDED SURVEY CONTROL
 KV4672
 KV4672  NAD 83(1996)-  40 39 30.51802(N)    074 07 33.26854(W) AD(       ) 3
 KV4672  NAD 83(1986)-  40 39 30.51697(N)    074 07 33.26923(W) AD(       ) 3
 KV4672  NAD 27      -  40 39 30.14700(N)    074 07 34.75300(W) AD(       ) 3
 KV4672  USSD        -  40 39 30.52700(N)    074 07 34.65700(W) AD(       ) 3
 KV4672
 KV4672.Superseded values are not recommended for survey control.
 KV4672
 KV4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4672.See file dsdata.pdf to determine how the superseded data were derived.
 KV4672
 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 = JULY 24, 2026 22:12:30 EDT
 KV4229 ***********************************************************************
 KV4229  DESIGNATION -  BAYONNE ST VINCENTS CH SPIRE
 KV4229  PID         -  KV4229
 KV4229  STATE/COUNTY-  NJ/HUDSON
 KV4229  COUNTRY     -  US
 KV4229  USGS QUAD   -  JERSEY CITY (2019)
 KV4229
 KV4229                         *CURRENT SURVEY CONTROL
 KV4229  ______________________________________________________________________
 KV4229* NAD 83(1996) POSITION- 40 40 55.33953(N) 074 06 25.22658(W)   ADJUSTED
 KV4229  ______________________________________________________________________
 KV4229  GEOID HEIGHT    -        -32.140 (meters)                     GEOID18
 KV4229  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4229.GEOID18 height accuracy estimate available here.
 KV4229
 KV4229.Click photographs - Photos may exist for this station.
 KV4229
 KV4229.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4229
 KV4229. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7546203844(NAD 83)
 KV4229
 KV4229                          SUPERSEDED SURVEY CONTROL
 KV4229
 KV4229  NAD 83(1996)-  40 40 55.33946(N)    074 06 25.22657(W) AD(       ) 3
 KV4229  NAD 83(1996)-  40 40 55.33838(N)    074 06 25.22705(W) AD(       ) 3
 KV4229  NAD 83(1992)-  40 40 55.33772(N)    074 06 25.22715(W) AD(       ) 3
 KV4229  NAD 83(1986)-  40 40 55.33793(N)    074 06 25.22727(W) AD(       ) 3
 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
 KV4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4229.See file dsdata.pdf to determine how the superseded data were derived.
 KV4229
 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 = JULY 24, 2026 22:12:30 EDT
 KV4238 ***********************************************************************
 KV4238  DESIGNATION -  BAYONNE STAN OIL NJ BOIL CHIM
 KV4238  PID         -  KV4238
 KV4238  STATE/COUNTY-  NJ/HUDSON
 KV4238  COUNTRY     -  US
 KV4238  USGS QUAD   -  JERSEY CITY (2019)
 KV4238
 KV4238                         *CURRENT SURVEY CONTROL
 KV4238  ______________________________________________________________________
 KV4238* NAD 83(1996) POSITION- 40 39 35.12478(N) 074 06 25.54543(W)   ADJUSTED
 KV4238  ______________________________________________________________________
 KV4238  GEOID HEIGHT    -        -32.152 (meters)                     GEOID18
 KV4238  LAPLACE CORR    -          4.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4238.GEOID18 height accuracy estimate available here.
 KV4238
 KV4238.Click photographs - Photos may exist for this station.
 KV4238
 KV4238.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4238
 KV4238. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7547901371(NAD 83)
 KV4238
 KV4238                          SUPERSEDED SURVEY CONTROL
 KV4238
 KV4238  NAD 83(1996)-  40 39 35.12474(N)    074 06 25.54538(W) AD(       ) 3
 KV4238  NAD 83(1996)-  40 39 35.12389(N)    074 06 25.54538(W) AD(       ) 3
 KV4238  NAD 83(1992)-  40 39 35.12350(N)    074 06 25.54539(W) AD(       ) 3
 KV4238  NAD 83(1986)-  40 39 35.12340(N)    074 06 25.54532(W) AD(       ) 3
 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
 KV4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4238.See file dsdata.pdf to determine how the superseded data were derived.
 KV4238
 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 = JULY 24, 2026 22:12:30 EDT
 KV4239 ***********************************************************************
 KV4239  DESIGNATION -  BAYONNE STAN OIL NJ N CHIM
 KV4239  PID         -  KV4239
 KV4239  STATE/COUNTY-  NJ/HUDSON
 KV4239  COUNTRY     -  US
 KV4239  USGS QUAD   -  JERSEY CITY (2019)
 KV4239
 KV4239                         *CURRENT SURVEY CONTROL
 KV4239  ______________________________________________________________________
 KV4239* NAD 83(1996) POSITION- 40 39 27.72899(N) 074 05 50.12724(W)   ADJUSTED
 KV4239  ______________________________________________________________________
 KV4239  GEOID HEIGHT    -        -32.130 (meters)                     GEOID18
 KV4239  LAPLACE CORR    -          4.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4239.GEOID18 height accuracy estimate available here.
 KV4239
 KV4239.Click photographs - Photos may exist for this station.
 KV4239
 KV4239.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4239
 KV4239. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7631301151(NAD 83)
 KV4239
 KV4239                          SUPERSEDED SURVEY CONTROL
 KV4239
 KV4239  NAD 83(1996)-  40 39 27.72896(N)    074 05 50.12721(W) AD(       ) 3
 KV4239  NAD 83(1996)-  40 39 27.72829(N)    074 05 50.12724(W) AD(       ) 3
 KV4239  NAD 83(1992)-  40 39 27.72797(N)    074 05 50.12738(W) AD(       ) 3
 KV4239  NAD 83(1986)-  40 39 27.72786(N)    074 05 50.12729(W) AD(       ) 3
 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
 KV4239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4239.See file dsdata.pdf to determine how the superseded data were derived.
 KV4239
 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 = JULY 24, 2026 22:12:30 EDT
 KV4240 ***********************************************************************
 KV4240  DESIGNATION -  BAYONNE STAN OIL NJ S CHIM
 KV4240  PID         -  KV4240
 KV4240  STATE/COUNTY-  NJ/HUDSON
 KV4240  COUNTRY     -  US
 KV4240  USGS QUAD   -  JERSEY CITY (2019)
 KV4240
 KV4240                         *CURRENT SURVEY CONTROL
 KV4240  ______________________________________________________________________
 KV4240* NAD 83(1996) POSITION- 40 39 26.39755(N) 074 05 51.10877(W)   ADJUSTED
 KV4240  ______________________________________________________________________
 KV4240  GEOID HEIGHT    -        -32.131 (meters)                     GEOID18
 KV4240  LAPLACE CORR    -          4.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4240.GEOID18 height accuracy estimate available here.
 KV4240
 KV4240.Click photographs - Photos may exist for this station.
 KV4240
 KV4240.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4240
 KV4240. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7629101110(NAD 83)
 KV4240
 KV4240                          SUPERSEDED SURVEY CONTROL
 KV4240
 KV4240  NAD 83(1996)-  40 39 26.39751(N)    074 05 51.10874(W) AD(       ) 3
 KV4240  NAD 83(1996)-  40 39 26.39684(N)    074 05 51.10876(W) AD(       ) 3
 KV4240  NAD 83(1992)-  40 39 26.39653(N)    074 05 51.10889(W) AD(       ) 3
 KV4240  NAD 83(1986)-  40 39 26.39642(N)    074 05 51.10880(W) AD(       ) 3
 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
 KV4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4240.See file dsdata.pdf to determine how the superseded data were derived.
 KV4240
 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 = JULY 24, 2026 22:12:30 EDT
 KV4241 ***********************************************************************
 KV4241  DESIGNATION -  BAYONNE STAN OIL NJ W CHIM
 KV4241  PID         -  KV4241
 KV4241  STATE/COUNTY-  NJ/HUDSON
 KV4241  COUNTRY     -  US
 KV4241  USGS QUAD   -  JERSEY CITY (2019)
 KV4241
 KV4241                         *CURRENT SURVEY CONTROL
 KV4241  ______________________________________________________________________
 KV4241* NAD 83(1996) POSITION- 40 39 22.26506(N) 074 06 01.30747(W)   ADJUSTED
 KV4241  ______________________________________________________________________
 KV4241  GEOID HEIGHT    -        -32.138 (meters)                     GEOID18
 KV4241  LAPLACE CORR    -          4.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4241.GEOID18 height accuracy estimate available here.
 KV4241
 KV4241.Click photographs - Photos may exist for this station.
 KV4241
 KV4241.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4241
 KV4241. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7605300980(NAD 83)
 KV4241
 KV4241                          SUPERSEDED SURVEY CONTROL
 KV4241
 KV4241  NAD 83(1996)-  40 39 22.26503(N)    074 06 01.30744(W) AD(       ) 3
 KV4241  NAD 83(1996)-  40 39 22.26434(N)    074 06 01.30741(W) AD(       ) 3
 KV4241  NAD 83(1992)-  40 39 22.26402(N)    074 06 01.30750(W) AD(       ) 3
 KV4241  NAD 83(1986)-  40 39 22.26390(N)    074 06 01.30742(W) AD(       ) 3
 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
 KV4241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4241.See file dsdata.pdf to determine how the superseded data were derived.
 KV4241
 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 = JULY 24, 2026 22:12:30 EDT
 KV4242 ***********************************************************************
 KV4242  DESIGNATION -  BAYONNE STAN OIL NJ E CHIM
 KV4242  PID         -  KV4242
 KV4242  STATE/COUNTY-  NJ/HUDSON
 KV4242  COUNTRY     -  US
 KV4242  USGS QUAD   -  JERSEY CITY (2019)
 KV4242
 KV4242                         *CURRENT SURVEY CONTROL
 KV4242  ______________________________________________________________________
 KV4242* NAD 83(1996) POSITION- 40 39 22.12817(N) 074 05 59.45001(W)   ADJUSTED
 KV4242  ______________________________________________________________________
 KV4242  GEOID HEIGHT    -        -32.137 (meters)                     GEOID18
 KV4242  LAPLACE CORR    -          4.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4242.GEOID18 height accuracy estimate available here.
 KV4242
 KV4242.Click photographs - Photos may exist for this station.
 KV4242
 KV4242.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4242
 KV4242. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7609600976(NAD 83)
 KV4242
 KV4242                          SUPERSEDED SURVEY CONTROL
 KV4242
 KV4242  NAD 83(1996)-  40 39 22.12813(N)    074 05 59.44998(W) AD(       ) 3
 KV4242  NAD 83(1996)-  40 39 22.12746(N)    074 05 59.44995(W) AD(       ) 3
 KV4242  NAD 83(1992)-  40 39 22.12714(N)    074 05 59.45005(W) AD(       ) 3
 KV4242  NAD 83(1986)-  40 39 22.12704(N)    074 05 59.44995(W) AD(       ) 3
 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
 KV4242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4242.See file dsdata.pdf to determine how the superseded data were derived.
 KV4242
 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 = JULY 24, 2026 22:12:30 EDT
 KV4231 ***********************************************************************
 KV4231  DESIGNATION -  BAYONNE UPPER BAY WTRFRONT CHY
 KV4231  PID         -  KV4231
 KV4231  STATE/COUNTY-  NJ/HUDSON
 KV4231  COUNTRY     -  US
 KV4231  USGS QUAD   -  JERSEY CITY (2019)
 KV4231
 KV4231                         *CURRENT SURVEY CONTROL
 KV4231  ______________________________________________________________________
 KV4231* NAD 83(1996) POSITION- 40 40 44.55975(N) 074 06 01.56134(W)   ADJUSTED
 KV4231  ______________________________________________________________________
 KV4231  GEOID HEIGHT    -        -32.124 (meters)                     GEOID18
 KV4231  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4231.GEOID18 height accuracy estimate available here.
 KV4231
 KV4231.Click photographs - Photos may exist for this station.
 KV4231
 KV4231.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4231
 KV4231. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7602103517(NAD 83)
 KV4231
 KV4231                          SUPERSEDED SURVEY CONTROL
 KV4231
 KV4231  NAD 83(1996)-  40 40 44.55968(N)    074 06 01.56134(W) AD(       ) 3
 KV4231  NAD 83(1996)-  40 40 44.55867(N)    074 06 01.56183(W) AD(       ) 3
 KV4231  NAD 83(1992)-  40 40 44.55806(N)    074 06 01.56201(W) AD(       ) 3
 KV4231  NAD 83(1986)-  40 40 44.55828(N)    074 06 01.56209(W) AD(       ) 3
 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
 KV4231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4231.See file dsdata.pdf to determine how the superseded data were derived.
 KV4231
 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 = JULY 24, 2026 22:12:30 EDT
 KV0771 ***********************************************************************
 KV0771  DESIGNATION -  BAYSTREET AZ MK
 KV0771  PID         -  KV0771
 KV0771  STATE/COUNTY-  NJ/MIDDLESEX
 KV0771  COUNTRY     -  US
 KV0771  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0771
 KV0771                         *CURRENT SURVEY CONTROL
 KV0771  ______________________________________________________________________
 KV0771* NAD 83(1986) POSITION- 40 27 47.2    (N) 074 15 33.5    (W)   HD_HELD2
 KV0771* NAVD 88 ORTHO HEIGHT -    12.506 (meters)       41.03  (feet) ADJUSTED
 KV0771  ______________________________________________________________________
 KV0771  GEOID HEIGHT    -        -32.448 (meters)                     GEOID18
 KV0771  DYNAMIC HEIGHT  -         12.501 (meters)       41.01  (feet) COMP
 KV0771  MODELED GRAVITY -    980,220.6   (mgal)                       NAVD 88
 KV0771
 KV0771  VERT ORDER      -  FIRST     CLASS II
 KV0771
 KV0771.The horizontal coordinates were established by autonomous hand held GPS
 KV0771.observations and have an estimated accuracy of +/- 10 meters.
 KV0771
 KV0771.The orthometric height was determined by differential leveling and
 KV0771.adjusted by the NATIONAL GEODETIC SURVEY
 KV0771.in June 1991.
 KV0771
 KV0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0771.GEOID18 height accuracy estimate available here.
 KV0771
 KV0771.Click photographs - Photos may exist for this station.
 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       -   180,961.      170,412.      MT  (+/- 10 meters HH2 GPS)
 KV0771
 KV0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6279679423(NAD 83)
 KV0771
 KV0771                          SUPERSEDED SURVEY CONTROL
 KV0771
 KV0771  NGVD 29 (01/10/92)   12.806  (m)           42.01   (f) ADJUSTED    1 2
 KV0771  NGVD 29 (??/??/87)   12.880  (m)           42.26   (f) SUPERSEDED  1 2
 KV0771
 KV0771.Superseded values are not recommended for survey control.
 KV0771
 KV0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0771.See file dsdata.pdf to determine how the superseded data were derived.
 KV0771
 KV0771_MARKER: DZ = AZIMUTH MARK DISK
 KV0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0771_SP_SET: BRIDGE PARAPET
 KV0771_STAMPING: BAYSTREET 1962
 KV0771_MARK LOGO: CGS
 KV0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0771+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2012
 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  HISTORY     - 20120615 GOOD             USACE
 KV0771  HISTORY     - 20140730 MARK NOT FOUND   USACE
 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'RECOVERED IN GOOD CONDITION.
 KV0771
 KV0771                          STATION RECOVERY (2012)
 KV0771
 KV0771'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2012 (DS)
 KV0771'RECOVERED AS DESCRIBED
 KV0771
 KV0771                          STATION RECOVERY (2014)
 KV0771
 KV0771'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2014 (JA)
 KV0771'MARK NOT FOUND. THE BRIDGE HAS BEEN RE-BUILT AND THE SURFACE WHERE THE
 KV0771'DISK WAS IS NEW.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7145 ***********************************************************************
 KV7145  DESIGNATION -  BAYSTREET RESET
 KV7145  PID         -  KV7145
 KV7145  STATE/COUNTY-  NJ/MIDDLESEX
 KV7145  COUNTRY     -  US
 KV7145  USGS QUAD   -  SOUTH AMBOY (2019)
 KV7145
 KV7145                         *CURRENT SURVEY CONTROL
 KV7145  ______________________________________________________________________
 KV7145* NAD 83(2011) POSITION- 40 28 00.89968(N) 074 15 51.29691(W)   ADJUSTED
 KV7145* NAD 83(2011) ELLIP HT-   -19.071 (meters)        (06/27/12)   ADJUSTED
 KV7145* NAD 83(2011) EPOCH   -  2010.00
 KV7145* NAVD 88 ORTHO HEIGHT -    13.4   (meters)       44.    (feet) GPS OBS
 KV7145  ______________________________________________________________________
 KV7145  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7145  GEOID HEIGHT    -        -32.730 (meters)                     GEOID93
 KV7145  GEOID HEIGHT    -        -32.458 (meters)                     GEOID18
 KV7145  NAD 83(2011) X  -  1,317,821.843 (meters)                     COMP
 KV7145  NAD 83(2011) Y  - -4,677,095.811 (meters)                     COMP
 KV7145  NAD 83(2011) Z  -  4,117,553.310 (meters)                     COMP
 KV7145  LAPLACE CORR    -          3.26  (seconds)                    DEFLEC18
 KV7145
 KV7145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7145  Standards:
 KV7145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7145  -------------------------------------------------------------------
 KV7145  NETWORK    0.41   0.69           0.18   0.15   0.35      0.21897443
 KV7145  -------------------------------------------------------------------
 KV7145  Click here for local accuracies and other accuracy information.
 KV7145
 KV7145.The horizontal coordinates were established by GPS observations
 KV7145.and adjusted by the National Geodetic Survey in June 2012.
 KV7145
 KV7145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7145.been affixed to the stable North American tectonic plate. See 
 KV7145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7145
 KV7145.The horizontal coordinates are valid at the epoch date displayed above
 KV7145.which is a decimal equivalence of Year/Month/Day.
 KV7145
 KV7145.The orthometric height was determined by GPS observations and a
 KV7145.high-resolution geoid model.
 KV7145
 KV7145.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7145.GEOID18 height accuracy estimate available here.
 KV7145
 KV7145.Click photographs - Photos may exist for this station.
 KV7145
 KV7145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7145
 KV7145.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7145
 KV7145.The ellipsoidal height was determined by GPS observations
 KV7145.and is referenced to NAD 83.
 KV7145
 KV7145. The following values were computed from the NAD 83(2011) position.
 KV7145
 KV7145;                    North         East     Units Scale Factor Converg.
 KV7145;SPC NJ       -   181,381.925   169,991.896   MT  0.99990492   +0 09 10.8
 KV7145;SPC NJ       -   595,083.87    557,715.08   sFT  0.99990492   +0 09 10.8
 KV7145;SPC NY L     -    33,375.074   277,588.841   MT  1.00001713   -0 10 22.2
 KV7145;SPC NY L     -   109,498.06    910,722.72   sFT  1.00001713   -0 10 22.2
 KV7145;UTM  18      - 4,479,842.411   562,373.897   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       -  BAYSTREET AZ MK                          135 15 37.5
 KV7145:SPC NY L     -  BAYSTREET AZ MK                          135 35 10.5
 KV7145:UTM  18      -  BAYSTREET AZ MK                          134 56 09.2
 KV7145
 KV7145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6237379842(NAD 83)
 KV7145
 KV7145|---------------------------------------------------------------------|
 KV7145| PID    Reference Object                     Distance      Geod. Az  |
 KV7145|                                                           dddmmss.s |
 KV7145| KV5109 UNION BEACH WATER TANK              APPROX. 8.7 KM 1100049.4 |
 KV7145| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 6.8 KM 1134640.3 |
 KV7145| KV0771 BAYSTREET AZ MK                                    1352448.3 |
 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(2007)-  40 28 00.90005(N)    074 15 51.29751(W) AD(2002.00) 0
 KV7145  ELLIP H (02/10/07)  -19.060  (m)                       GP(2002.00)    
 KV7145  ELLIP H (10/23/02)  -19.059  (m)                       GP(       ) 4 1
 KV7145  NAD 83(1996)-  40 28 00.90025(N)    074 15 51.29774(W) AD(       ) 1
 KV7145  ELLIP H (05/14/99)  -19.057  (m)                       GP(       ) 4 1
 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)  -19.125  (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
 KV7145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7145.See file dsdata.pdf to determine how the superseded data were derived.
 KV7145
 KV7145_MARKER: DS = TRIANGULATION STATION DISK
 KV7145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7145_STAMPING: BAYSTREET 1962 1993
 KV7145_MARK LOGO: NGS
 KV7145_PROJECTION: RECESSED 10 CENTIMETERS
 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 - July 29, 2021
 KV7145
 KV7145  HISTORY     - Date     Condition        Report By
 KV7145  HISTORY     - 1993     MONUMENTED       NJGS
 KV7145  HISTORY     - 20051109 GOOD             GEOCAC
 KV7145  HISTORY     - 20210729 GOOD             NJGS
 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.
 KV7145
 KV7145                          STATION RECOVERY (2021)
 KV7145
 KV7145'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV7145'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0777 ***********************************************************************
 KV0777  DESIGNATION -  BAYSTREET RM 1
 KV0777  PID         -  KV0777
 KV0777  STATE/COUNTY-  NJ/MIDDLESEX
 KV0777  COUNTRY     -  US
 KV0777  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0777
 KV0777                         *CURRENT SURVEY CONTROL
 KV0777  ______________________________________________________________________
 KV0777* NAD 83(1986) POSITION- 40 28 00.65   (N) 074 15 51.15   (W)   HD_HELD1
 KV0777* NAVD 88 ORTHO HEIGHT -    13.295 (meters)       43.62  (feet) ADJUSTED
 KV0777  ______________________________________________________________________
 KV0777  GEOID HEIGHT    -        -32.458 (meters)                     GEOID18
 KV0777  DYNAMIC HEIGHT  -         13.289 (meters)       43.60  (feet) COMP
 KV0777  MODELED GRAVITY -    980,220.0   (mgal)                       NAVD 88
 KV0777
 KV0777  VERT ORDER      -  FIRST     CLASS II
 KV0777
 KV0777.The horizontal coordinates were determined by differentially corrected
 KV0777.hand held GPS observations or other comparable positioning techniques
 KV0777.and have an estimated accuracy of +/- 3 meters.
 KV0777
 KV0777.The orthometric height was determined by differential leveling and
 KV0777.adjusted by the NATIONAL GEODETIC SURVEY
 KV0777.in June 1991.
 KV0777
 KV0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0777.GEOID18 height accuracy estimate available here.
 KV0777
 KV0777.Click photographs - Photos may exist for this station.
 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       -   181,374.2     169,995.4     MT  (+/- 3 meters HH1 GPS) 
 KV0777
 KV0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6237779834(NAD 83)
 KV0777
 KV0777                          SUPERSEDED SURVEY CONTROL
 KV0777
 KV0777  NGVD 29 (11/26/84)   13.651  (m)           44.79   (f) ADJUSTED    1 2
 KV0777
 KV0777.Superseded values are not recommended for survey control.
 KV0777
 KV0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0777.See file dsdata.pdf to determine how the superseded data were derived.
 KV0777
 KV0777_MARKER: DR = REFERENCE MARK DISK
 KV0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0777_STAMPING: BAYSTREET NO 1 1962
 KV0777_MARK LOGO: CGS
 KV0777_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV0775 ***********************************************************************
 KV0775  DESIGNATION -  BAYSTREET RM 2
 KV0775  PID         -  KV0775
 KV0775  STATE/COUNTY-  NJ/MIDDLESEX
 KV0775  COUNTRY     -  US
 KV0775  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0775
 KV0775                         *CURRENT SURVEY CONTROL
 KV0775  ______________________________________________________________________
 KV0775* NAD 83(1986) POSITION- 40 28 00.83   (N) 074 15 51.64   (W)   HD_HELD1
 KV0775* NAVD 88 ORTHO HEIGHT -    13.727 (meters)       45.04  (feet) ADJUSTED
 KV0775  ______________________________________________________________________
 KV0775  GEOID HEIGHT    -        -32.459 (meters)                     GEOID18
 KV0775  DYNAMIC HEIGHT  -         13.721 (meters)       45.02  (feet) COMP
 KV0775  MODELED GRAVITY -    980,220.0   (mgal)                       NAVD 88
 KV0775
 KV0775  VERT ORDER      -  FIRST     CLASS II
 KV0775
 KV0775.The horizontal coordinates were determined by differentially corrected
 KV0775.hand held GPS observations or other comparable positioning techniques
 KV0775.and have an estimated accuracy of +/- 3 meters.
 KV0775
 KV0775.The orthometric height was determined by differential leveling and
 KV0775.adjusted by the NATIONAL GEODETIC SURVEY
 KV0775.in June 1991.
 KV0775
 KV0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0775.GEOID18 height accuracy estimate available here.
 KV0775
 KV0775.Click photographs - Photos may exist for this station.
 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       -   181,379.8     169,983.8     MT  (+/- 3 meters HH1 GPS) 
 KV0775
 KV0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6236579840(NAD 83)
 KV0775
 KV0775                          SUPERSEDED SURVEY CONTROL
 KV0775
 KV0775  NGVD 29 (11/26/84)   14.084  (m)           46.21   (f) ADJUSTED    1 2
 KV0775
 KV0775.Superseded values are not recommended for survey control.
 KV0775
 KV0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0775.See file dsdata.pdf to determine how the superseded data were derived.
 KV0775
 KV0775_MARKER: DR = REFERENCE MARK DISK
 KV0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0775_STAMPING: BAYSTREET NO 2 1962
 KV0775_MARK LOGO: CGS
 KV0775_PROJECTION: RECESSED 5 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 KV4666 ***********************************************************************
 KV4666  DESIGNATION -  BAYWAY LOW TANK
 KV4666  PID         -  KV4666
 KV4666  STATE/COUNTY-  NJ/UNION
 KV4666  COUNTRY     -  US
 KV4666  USGS QUAD   -  ELIZABETH (2016)
 KV4666
 KV4666                         *CURRENT SURVEY CONTROL
 KV4666  ______________________________________________________________________
 KV4666* NAD 83(1996) POSITION- 40 38 29.59710(N) 074 12 53.93416(W)   ADJUSTED
 KV4666  ______________________________________________________________________
 KV4666  GEOID HEIGHT    -        -32.430 (meters)                     GEOID18
 KV4666  LAPLACE CORR    -          5.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4666.GEOID18 height accuracy estimate available here.
 KV4666
 KV4666.Click photographs - Photos may exist for this station.
 KV4666
 KV4666.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4666
 KV4666. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6637799263(NAD 83)
 KV4666
 KV4666                          SUPERSEDED SURVEY CONTROL
 KV4666
 KV4666  NAD 83(1996)-  40 38 29.59707(N)    074 12 53.93412(W) AD(       ) 3
 KV4666  NAD 83(1986)-  40 38 29.59506(N)    074 12 53.93089(W) AD(       ) 3
 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
 KV4666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4666.See file dsdata.pdf to determine how the superseded data were derived.
 KV4666
 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 = JULY 24, 2026 22:12:30 EDT
 KV1057 ***********************************************************************
 KV1057  DESIGNATION -  BB 19
 KV1057  PID         -  KV1057
 KV1057  STATE/COUNTY-  NJ/HUNTERDON
 KV1057  COUNTRY     -  US
 KV1057  USGS QUAD   -  STOCKTON (2019)
 KV1057
 KV1057                         *CURRENT SURVEY CONTROL
 KV1057  ______________________________________________________________________
 KV1057* NAD 83(1986) POSITION- 40 25 07.     (N) 074 54 46.     (W)   SCALED
 KV1057* NAVD 88 ORTHO HEIGHT -    55.152 (meters)      180.94  (feet) ADJUSTED
 KV1057  ______________________________________________________________________
 KV1057  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 KV1057  DYNAMIC HEIGHT  -         55.125 (meters)      180.86  (feet) COMP
 KV1057  MODELED GRAVITY -    980,142.3   (mgal)                       NAVD 88
 KV1057
 KV1057  VERT ORDER      -  SECOND    CLASS 0
 KV1057
 KV1057.The horizontal coordinates were scaled from a map and have
 KV1057.an estimated accuracy of +/- 6 seconds.
 KV1057
 KV1057.The orthometric height was determined by differential leveling and
 KV1057.adjusted by the NATIONAL GEODETIC SURVEY
 KV1057.in June 1991.
 KV1057
 KV1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1057.GEOID18 height accuracy estimate available here.
 KV1057
 KV1057.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK073742(NAD 83)
 KV1057
 KV1057                          SUPERSEDED SURVEY CONTROL
 KV1057
 KV1057  NGVD 29 (11/26/84)   55.396  (m)          181.75   (f) ADJUSTED    2 0
 KV1057
 KV1057.Superseded values are not recommended for survey control.
 KV1057
 KV1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1057.See file dsdata.pdf to determine how the superseded data were derived.
 KV1057
 KV1057_MARKER: DB = BENCH MARK DISK
 KV1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1057_SP_SET: UNDERPASS
 KV1057_STAMPING: BB 19 1935
 KV1057_MARK LOGO: CGS
 KV1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1057+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2020
 KV1057
 KV1057  HISTORY     - Date     Condition        Report By
 KV1057  HISTORY     - 1935     MONUMENTED       CGS
 KV1057  HISTORY     - 20200806 SEE DESCRIPTION  NJGS
 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.
 KV1057
 KV1057                          STATION RECOVERY (2020)
 KV1057
 KV1057'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV1057'GOOGLE MAPS SHOWS THE UNDERPASS IS HEAVILY SURROUNDED BY TREES AND
 KV1057'FOLIAGE MAKING IT UNSUITABLE FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8758 ***********************************************************************
 AB8758  DESIGNATION -  BC 01
 AB8758  PID         -  AB8758
 AB8758  STATE/COUNTY-  NJ/BURLINGTON
 AB8758  COUNTRY     -  US
 AB8758  USGS QUAD   -  GREEN BANK (2019)
 AB8758
 AB8758                         *CURRENT SURVEY CONTROL
 AB8758  ______________________________________________________________________
 AB8758* NAD 83(2011) POSITION- 39 36 57.68975(N) 074 34 55.68391(W)   ADJUSTED
 AB8758* NAD 83(2011) ELLIP HT-   -26.920 (meters)        (06/27/12)   ADJUSTED
 AB8758* NAD 83(2011) EPOCH   -  2010.00
 AB8758* NAVD 88 ORTHO HEIGHT -     6.5   (meters)       21.    (feet) GPS OBS
 AB8758  ______________________________________________________________________
 AB8758  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8758  GEOID HEIGHT    -        -33.687 (meters)                     GEOID93
 AB8758  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 AB8758  NAD 83(2011) X  -  1,308,010.092 (meters)                     COMP
 AB8758  NAD 83(2011) Y  - -4,742,923.701 (meters)                     COMP
 AB8758  NAD 83(2011) Z  -  4,045,217.966 (meters)                     COMP
 AB8758  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 AB8758
 AB8758  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8758  Standards:
 AB8758         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8758            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8758  -------------------------------------------------------------------
 AB8758  NETWORK    0.33   0.65           0.15   0.12   0.33     -0.06592371
 AB8758  -------------------------------------------------------------------
 AB8758  Click here for local accuracies and other accuracy information.
 AB8758
 AB8758.The horizontal coordinates were established by GPS observations
 AB8758.and adjusted by the National Geodetic Survey in June 2012.
 AB8758
 AB8758.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8758.been affixed to the stable North American tectonic plate. See 
 AB8758.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8758
 AB8758.The horizontal coordinates are valid at the epoch date displayed above
 AB8758.which is a decimal equivalence of Year/Month/Day.
 AB8758
 AB8758.The orthometric height was determined by GPS observations and a
 AB8758.high-resolution geoid model.
 AB8758
 AB8758.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8758.GEOID18 height accuracy estimate available here.
 AB8758
 AB8758.Click photographs - Photos may exist for this station.
 AB8758
 AB8758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8758
 AB8758.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8758
 AB8758.The ellipsoidal height was determined by GPS observations
 AB8758.and is referenced to NAD 83.
 AB8758
 AB8758. The following values were computed from the NAD 83(2011) position.
 AB8758
 AB8758;                    North         East     Units Scale Factor Converg.
 AB8758;SPC NJ       -    86,888.779   142,947.803   MT  0.99990061   -0 03 08.5
 AB8758;SPC NJ       -   285,067.60    468,987.92   sFT  0.99990061   -0 03 08.5
 AB8758;UTM  18      - 4,385,224.557   535,867.923   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3586785224(NAD 83)
 AB8758
 AB8758                          SUPERSEDED SURVEY CONTROL
 AB8758
 AB8758  NAD 83(2007)-  39 36 57.69018(N)    074 34 55.68466(W) AD(2002.00) 0
 AB8758  ELLIP H (02/10/07)  -26.912  (m)                       GP(2002.00)    
 AB8758  ELLIP H (10/23/02)  -26.893  (m)                       GP(       ) 4 1
 AB8758  NAD 83(1996)-  39 36 57.68985(N)    074 34 55.68475(W) AD(       ) 1
 AB8758  ELLIP H (05/14/99)  -26.926  (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)  -26.951  (m)                       GP(       ) 2 1
 AB8758
 AB8758.Superseded values are not recommended for survey control.
 AB8758
 AB8758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8758.See file dsdata.pdf to determine how the superseded data were derived.
 AB8758
 AB8758_MARKER: DH = HORIZONTAL CONTROL 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 = JULY 24, 2026 22:12:30 EDT
 AB8759 ***********************************************************************
 AB8759  DESIGNATION -  BC 02
 AB8759  PID         -  AB8759
 AB8759  STATE/COUNTY-  NJ/BURLINGTON
 AB8759  COUNTRY     -  US
 AB8759  USGS QUAD   -  JENKINS (2019)
 AB8759
 AB8759                         *CURRENT SURVEY CONTROL
 AB8759  ______________________________________________________________________
 AB8759* NAD 83(2011) POSITION- 39 41 04.90622(N) 074 32 00.81047(W)   ADJUSTED
 AB8759* NAD 83(2011) ELLIP HT-   -20.399 (meters)        (06/27/12)   ADJUSTED
 AB8759* NAD 83(2011) EPOCH   -  2010.00
 AB8759* NAVD 88 ORTHO HEIGHT -    12.8   (meters)       42.    (feet) GPS OBS
 AB8759  ______________________________________________________________________
 AB8759  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8759  GEOID HEIGHT    -        -33.467 (meters)                     GEOID93
 AB8759  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 AB8759  NAD 83(2011) X  -  1,310,734.656 (meters)                     COMP
 AB8759  NAD 83(2011) Y  - -4,737,128.938 (meters)                     COMP
 AB8759  NAD 83(2011) Z  -  4,051,092.551 (meters)                     COMP
 AB8759  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 AB8759
 AB8759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8759  Standards:
 AB8759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8759  -------------------------------------------------------------------
 AB8759  NETWORK    0.36   0.69           0.16   0.13   0.35     -0.06623535
 AB8759  -------------------------------------------------------------------
 AB8759  Click here for local accuracies and other accuracy information.
 AB8759
 AB8759.The horizontal coordinates were established by GPS observations
 AB8759.and adjusted by the National Geodetic Survey in June 2012.
 AB8759
 AB8759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8759.been affixed to the stable North American tectonic plate. See 
 AB8759.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8759
 AB8759.The horizontal coordinates are valid at the epoch date displayed above
 AB8759.which is a decimal equivalence of Year/Month/Day.
 AB8759
 AB8759.The orthometric height was determined by GPS observations and a
 AB8759.high-resolution geoid model.
 AB8759
 AB8759.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8759.GEOID18 height accuracy estimate available here.
 AB8759
 AB8759.Click photographs - Photos may exist for this station.
 AB8759
 AB8759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8759
 AB8759.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8759
 AB8759.The ellipsoidal height was determined by GPS observations
 AB8759.and is referenced to NAD 83.
 AB8759
 AB8759. The following values were computed from the NAD 83(2011) position.
 AB8759
 AB8759;                    North         East     Units Scale Factor Converg.
 AB8759;SPC NJ       -    94,509.757   147,121.464   MT  0.99990010   -0 01 17.1
 AB8759;SPC NJ       -   310,070.76    482,681.00   sFT  0.99990010   -0 01 17.1
 AB8759;UTM  18      - 4,392,866.498   539,997.914   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  =   0.99962290
 AB8759
 AB8759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3999792866(NAD 83)
 AB8759
 AB8759                          SUPERSEDED SURVEY CONTROL
 AB8759
 AB8759  NAD 83(2007)-  39 41 04.90666(N)    074 32 00.81122(W) AD(2002.00) 0
 AB8759  ELLIP H (02/10/07)  -20.391  (m)                       GP(2002.00)    
 AB8759  ELLIP H (10/23/02)  -20.372  (m)                       GP(       ) 4 1
 AB8759  NAD 83(1996)-  39 41 04.90632(N)    074 32 00.81130(W) AD(       ) 1
 AB8759  ELLIP H (05/14/99)  -20.405  (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)  -20.430  (m)                       GP(       ) 2 1
 AB8759
 AB8759.Superseded values are not recommended for survey control.
 AB8759
 AB8759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8759.See file dsdata.pdf to determine how the superseded data were derived.
 AB8759
 AB8759_MARKER: DH = HORIZONTAL CONTROL 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 = JULY 24, 2026 22:12:30 EDT
 AB8760 ***********************************************************************
 AB8760  DESIGNATION -  BC 03
 AB8760  PID         -  AB8760
 AB8760  STATE/COUNTY-  NJ/BURLINGTON
 AB8760  COUNTRY     -  US
 AB8760  USGS QUAD   -  NEW GRETNA (2019)
 AB8760
 AB8760                         *CURRENT SURVEY CONTROL
 AB8760  ______________________________________________________________________
 AB8760* NAD 83(2011) POSITION- 39 37 28.66716(N) 074 27 59.66052(W)   ADJUSTED
 AB8760* NAD 83(2011) ELLIP HT-   -22.455 (meters)        (06/27/12)   ADJUSTED
 AB8760* NAD 83(2011) EPOCH   -  2010.00
 AB8760* NAVD 88 ORTHO HEIGHT -    10.9   (meters)       36.    (feet) GPS OBS
 AB8760  ______________________________________________________________________
 AB8760  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8760  GEOID HEIGHT    -        -33.607 (meters)                     GEOID93
 AB8760  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 AB8760  NAD 83(2011) X  -  1,317,411.377 (meters)                     COMP
 AB8760  NAD 83(2011) Y  - -4,739,692.210 (meters)                     COMP
 AB8760  NAD 83(2011) Z  -  4,045,956.721 (meters)                     COMP
 AB8760  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 AB8760
 AB8760  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8760  Standards:
 AB8760         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8760            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8760  -------------------------------------------------------------------
 AB8760  NETWORK    0.35   0.67           0.16   0.12   0.34     -0.06393299
 AB8760  -------------------------------------------------------------------
 AB8760  Click here for local accuracies and other accuracy information.
 AB8760
 AB8760.The horizontal coordinates were established by GPS observations
 AB8760.and adjusted by the National Geodetic Survey in June 2012.
 AB8760
 AB8760.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8760.been affixed to the stable North American tectonic plate. See 
 AB8760.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8760
 AB8760.The horizontal coordinates are valid at the epoch date displayed above
 AB8760.which is a decimal equivalence of Year/Month/Day.
 AB8760
 AB8760.The orthometric height was determined by GPS observations and a
 AB8760.high-resolution geoid model.
 AB8760
 AB8760.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8760.GEOID18 height accuracy estimate available here.
 AB8760
 AB8760.Click photographs - Photos may exist for this station.
 AB8760
 AB8760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8760
 AB8760.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8760
 AB8760.The ellipsoidal height was determined by GPS observations
 AB8760.and is referenced to NAD 83.
 AB8760
 AB8760. The following values were computed from the NAD 83(2011) position.
 AB8760
 AB8760;                    North         East     Units Scale Factor Converg.
 AB8760;SPC NJ       -    87,841.367   152,869.796   MT  0.99990010   +0 01 16.7
 AB8760;SPC NJ       -   288,192.88    501,540.32   sFT  0.99990010   +0 01 16.7
 AB8760;UTM  18      - 4,386,232.064   545,781.689   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4578186232(NAD 83)
 AB8760
 AB8760                          SUPERSEDED SURVEY CONTROL
 AB8760
 AB8760  NAD 83(2007)-  39 37 28.66760(N)    074 27 59.66127(W) AD(2002.00) 0
 AB8760  ELLIP H (02/10/07)  -22.448  (m)                       GP(2002.00)    
 AB8760  ELLIP H (10/23/02)  -22.429  (m)                       GP(       ) 4 1
 AB8760  NAD 83(1996)-  39 37 28.66724(N)    074 27 59.66134(W) AD(       ) 1
 AB8760  ELLIP H (05/14/99)  -22.462  (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)  -22.486  (m)                       GP(       ) 2 1
 AB8760
 AB8760.Superseded values are not recommended for survey control.
 AB8760
 AB8760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8760.See file dsdata.pdf to determine how the superseded data were derived.
 AB8760
 AB8760_MARKER: DH = HORIZONTAL CONTROL DISK
 AB8760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8760_STAMPING: BC 03
 AB8760_MARK LOGO: NJ05ED
 AB8760_PROJECTION: RECESSED 3 CENTIMETERS
 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 - March 17, 2015
 AB8760
 AB8760  HISTORY     - Date     Condition        Report By
 AB8760  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8760  HISTORY     - 20150317 GOOD             GEOCAC
 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.
 AB8760
 AB8760                          STATION RECOVERY (2015)
 AB8760
 AB8760'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 AB8760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8762 ***********************************************************************
 AB8762  DESIGNATION -  BC 05
 AB8762  PID         -  AB8762
 AB8762  STATE/COUNTY-  NJ/BURLINGTON
 AB8762  COUNTRY     -  US
 AB8762  USGS QUAD   -  INDIAN MILLS (2019)
 AB8762
 AB8762                         *CURRENT SURVEY CONTROL
 AB8762  ______________________________________________________________________
 AB8762* NAD 83(2011) POSITION- 39 47 17.81494(N) 074 39 36.80527(W)   ADJUSTED
 AB8762* NAD 83(2011) ELLIP HT-   -16.217 (meters)        (06/27/12)   ADJUSTED
 AB8762* NAD 83(2011) EPOCH   -  2010.00
 AB8762* NAVD 88 ORTHO HEIGHT -    16.7   (meters)       55.    (feet) GPS OBS
 AB8762  ______________________________________________________________________
 AB8762  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8762  GEOID HEIGHT    -        -33.241 (meters)                     GEOID93
 AB8762  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 AB8762  NAD 83(2011) X  -  1,298,314.870 (meters)                     COMP
 AB8762  NAD 83(2011) Y  - -4,732,927.929 (meters)                     COMP
 AB8762  NAD 83(2011) Z  -  4,059,939.445 (meters)                     COMP
 AB8762  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 AB8762
 AB8762  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8762  Standards:
 AB8762         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8762            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8762  -------------------------------------------------------------------
 AB8762  NETWORK    0.44   0.82           0.20   0.15   0.42     -0.09766624
 AB8762  -------------------------------------------------------------------
 AB8762  Click here for local accuracies and other accuracy information.
 AB8762
 AB8762.The horizontal coordinates were established by GPS observations
 AB8762.and adjusted by the National Geodetic Survey in June 2012.
 AB8762
 AB8762.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8762.been affixed to the stable North American tectonic plate. See 
 AB8762.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8762
 AB8762.The horizontal coordinates are valid at the epoch date displayed above
 AB8762.which is a decimal equivalence of Year/Month/Day.
 AB8762
 AB8762.The orthometric height was determined by GPS observations and a
 AB8762.high-resolution geoid model.
 AB8762
 AB8762.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8762.GEOID18 height accuracy estimate available here.
 AB8762
 AB8762.Click photographs - Photos may exist for this station.
 AB8762
 AB8762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8762
 AB8762.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8762
 AB8762.The ellipsoidal height was determined by GPS observations
 AB8762.and is referenced to NAD 83.
 AB8762
 AB8762. The following values were computed from the NAD 83(2011) position.
 AB8762
 AB8762;                    North         East     Units Scale Factor Converg.
 AB8762;SPC NJ       -   106,021.430   136,277.089   MT  0.99990232   -0 06 09.1
 AB8762;SPC NJ       -   347,838.64    447,102.42   sFT  0.99990232   -0 06 09.1
 AB8762;UTM  18      - 4,404,314.218   529,092.610   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2909204314(NAD 83)
 AB8762
 AB8762                          SUPERSEDED SURVEY CONTROL
 AB8762
 AB8762  NAD 83(2007)-  39 47 17.81532(N)    074 39 36.80598(W) AD(2002.00) 0
 AB8762  ELLIP H (02/10/07)  -16.208  (m)                       GP(2002.00)    
 AB8762  ELLIP H (10/23/02)  -16.190  (m)                       GP(       ) 4 1
 AB8762  NAD 83(1996)-  39 47 17.81503(N)    074 39 36.80601(W) AD(       ) 1
 AB8762  ELLIP H (05/14/99)  -16.214  (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)  -16.243  (m)                       GP(       ) 2 1
 AB8762
 AB8762.Superseded values are not recommended for survey control.
 AB8762
 AB8762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8762.See file dsdata.pdf to determine how the superseded data were derived.
 AB8762
 AB8762_MARKER: DH = HORIZONTAL CONTROL DISK
 AB8762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8762_STAMPING: BC 05
 AB8762_MARK LOGO: NJ05ED
 AB8762_PROJECTION: FLUSH
 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 - August 21, 2019
 AB8762
 AB8762  HISTORY     - Date     Condition        Report By
 AB8762  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8762  HISTORY     - 20040410 GOOD             INDIV
 AB8762  HISTORY     - 20190821 GOOD             NJGS
 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.
 AB8762
 AB8762                          STATION RECOVERY (2019)
 AB8762
 AB8762'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 AB8762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8763 ***********************************************************************
 AB8763  DESIGNATION -  BC 06
 AB8763  PID         -  AB8763
 AB8763  STATE/COUNTY-  NJ/BURLINGTON
 AB8763  COUNTRY     -  US
 AB8763  USGS QUAD   -  CHATSWORTH (2019)
 AB8763
 AB8763                         *CURRENT SURVEY CONTROL
 AB8763  ______________________________________________________________________
 AB8763* NAD 83(2011) POSITION- 39 47 10.06609(N) 074 31 01.74277(W)   ADJUSTED
 AB8763* NAD 83(2011) ELLIP HT-    -7.360 (meters)        (06/27/12)   ADJUSTED
 AB8763* NAD 83(2011) EPOCH   -  2010.00
 AB8763* NAVD 88 ORTHO HEIGHT -    25.6   (meters)       84.    (feet) GPS OBS
 AB8763  ______________________________________________________________________
 AB8763  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8763  GEOID HEIGHT    -        -33.237 (meters)                     GEOID93
 AB8763  GEOID HEIGHT    -        -32.960 (meters)                     GEOID18
 AB8763  NAD 83(2011) X  -  1,310,172.016 (meters)                     COMP
 AB8763  NAD 83(2011) Y  - -4,729,825.110 (meters)                     COMP
 AB8763  NAD 83(2011) Z  -  4,059,761.468 (meters)                     COMP
 AB8763  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 AB8763
 AB8763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8763  Standards:
 AB8763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8763  -------------------------------------------------------------------
 AB8763  NETWORK    0.37   0.69           0.17   0.12   0.35     -0.11303242
 AB8763  -------------------------------------------------------------------
 AB8763  Click here for local accuracies and other accuracy information.
 AB8763
 AB8763.The horizontal coordinates were established by GPS observations
 AB8763.and adjusted by the National Geodetic Survey in June 2012.
 AB8763
 AB8763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8763.been affixed to the stable North American tectonic plate. See 
 AB8763.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8763
 AB8763.The horizontal coordinates are valid at the epoch date displayed above
 AB8763.which is a decimal equivalence of Year/Month/Day.
 AB8763
 AB8763.The orthometric height was determined by GPS observations and a
 AB8763.high-resolution geoid model.
 AB8763
 AB8763.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8763.GEOID18 height accuracy estimate available here.
 AB8763
 AB8763.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8763
 AB8763.The ellipsoidal height was determined by GPS observations
 AB8763.and is referenced to NAD 83.
 AB8763
 AB8763. The following values were computed from the NAD 83(2011) position.
 AB8763
 AB8763;                    North         East     Units Scale Factor Converg.
 AB8763;SPC NJ       -   105,770.327   148,531.018   MT  0.99990003   -0 00 39.5
 AB8763;SPC NJ       -   347,014.81    487,305.51   sFT  0.99990003   -0 00 39.5
 AB8763;UTM  18      - 4,404,131.604   541,344.252   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4134404131(NAD 83)
 AB8763
 AB8763                          SUPERSEDED SURVEY CONTROL
 AB8763
 AB8763  NAD 83(2007)-  39 47 10.06653(N)    074 31 01.74350(W) AD(2002.00) 0
 AB8763  ELLIP H (02/10/07)   -7.353  (m)                       GP(2002.00)    
 AB8763  ELLIP H (10/23/02)   -7.337  (m)                       GP(       ) 4 1
 AB8763  NAD 83(1996)-  39 47 10.06610(N)    074 31 01.74348(W) AD(       ) 1
 AB8763  ELLIP H (05/14/99)   -7.369  (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)   -7.387  (m)                       GP(       ) 2 1
 AB8763
 AB8763.Superseded values are not recommended for survey control.
 AB8763
 AB8763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8763.See file dsdata.pdf to determine how the superseded data were derived.
 AB8763
 AB8763_MARKER: DH = HORIZONTAL CONTROL 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 = JULY 24, 2026 22:12:30 EDT
 AB8764 ***********************************************************************
 AB8764  DESIGNATION -  BC 07
 AB8764  PID         -  AB8764
 AB8764  STATE/COUNTY-  NJ/BURLINGTON
 AB8764  COUNTRY     -  US
 AB8764  USGS QUAD   -  MEDFORD LAKES (2019)
 AB8764
 AB8764                         *CURRENT SURVEY CONTROL
 AB8764  ______________________________________________________________________
 AB8764* NAD 83(2011) POSITION- 39 47 29.69348(N) 074 46 27.13257(W)   ADJUSTED
 AB8764* NAD 83(2011) ELLIP HT-    -6.897 (meters)        (06/27/12)   ADJUSTED
 AB8764* NAD 83(2011) EPOCH   -  2010.00
 AB8764* NAVD 88 ORTHO HEIGHT -    26.1   (meters)       86.    (feet) GPS OBS
 AB8764  ______________________________________________________________________
 AB8764  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8764  GEOID HEIGHT    -        -33.262 (meters)                     GEOID93
 AB8764  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 AB8764  NAD 83(2011) X  -  1,288,837.291 (meters)                     COMP
 AB8764  NAD 83(2011) Y  - -4,735,282.012 (meters)                     COMP
 AB8764  NAD 83(2011) Z  -  4,060,226.915 (meters)                     COMP
 AB8764  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 AB8764
 AB8764  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8764  Standards:
 AB8764         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8764            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8764  -------------------------------------------------------------------
 AB8764  NETWORK    0.37   0.69           0.17   0.12   0.35     -0.08382274
 AB8764  -------------------------------------------------------------------
 AB8764  Click here for local accuracies and other accuracy information.
 AB8764
 AB8764.The horizontal coordinates were established by GPS observations
 AB8764.and adjusted by the National Geodetic Survey in June 2012.
 AB8764
 AB8764.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8764.been affixed to the stable North American tectonic plate. See 
 AB8764.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8764
 AB8764.The horizontal coordinates are valid at the epoch date displayed above
 AB8764.which is a decimal equivalence of Year/Month/Day.
 AB8764
 AB8764.The orthometric height was determined by GPS observations and a
 AB8764.high-resolution geoid model.
 AB8764
 AB8764.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8764.GEOID18 height accuracy estimate available here.
 AB8764
 AB8764.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8764
 AB8764.The ellipsoidal height was determined by GPS observations
 AB8764.and is referenced to NAD 83.
 AB8764
 AB8764. The following values were computed from the NAD 83(2011) position.
 AB8764
 AB8764;                    North         East     Units Scale Factor Converg.
 AB8764;SPC NJ       -   106,411.435   126,516.005   MT  0.99990679   -0 10 31.8
 AB8764;SPC NJ       -   349,118.18    415,077.93   sFT  0.99990679   -0 10 31.8
 AB8764;UTM  18      - 4,404,649.603   519,332.401   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1933204649(NAD 83)
 AB8764
 AB8764                          SUPERSEDED SURVEY CONTROL
 AB8764
 AB8764  NAD 83(2007)-  39 47 29.69386(N)    074 46 27.13328(W) AD(2002.00) 0
 AB8764  ELLIP H (02/10/07)   -6.888  (m)                       GP(2002.00)    
 AB8764  ELLIP H (10/23/02)   -6.870  (m)                       GP(       ) 4 1
 AB8764  NAD 83(1996)-  39 47 29.69358(N)    074 46 27.13331(W) AD(       ) 1
 AB8764  ELLIP H (05/14/99)   -6.895  (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)   -6.924  (m)                       GP(       ) 2 1
 AB8764
 AB8764.Superseded values are not recommended for survey control.
 AB8764
 AB8764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8764.See file dsdata.pdf to determine how the superseded data were derived.
 AB8764
 AB8764_MARKER: DH = HORIZONTAL CONTROL 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 = JULY 24, 2026 22:12:30 EDT
 AB8727 ***********************************************************************
 AB8727  DESIGNATION -  BC 08
 AB8727  PID         -  AB8727
 AB8727  STATE/COUNTY-  NJ/BURLINGTON
 AB8727  COUNTRY     -  US
 AB8727  USGS QUAD   -  INDIAN MILLS (2019)
 AB8727
 AB8727                         *CURRENT SURVEY CONTROL
 AB8727  ______________________________________________________________________
 AB8727* NAD 83(2011) POSITION- 39 50 38.05983(N) 074 42 45.55619(W)   ADJUSTED
 AB8727* NAD 83(2011) ELLIP HT-    -2.493 (meters)        (06/27/12)   ADJUSTED
 AB8727* NAD 83(2011) EPOCH   -  2010.00
 AB8727* NAVD 88 ORTHO HEIGHT -    30.4   (meters)      100.    (feet) GPS OBS
 AB8727  ______________________________________________________________________
 AB8727  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8727  GEOID HEIGHT    -        -33.124 (meters)                     GEOID93
 AB8727  GEOID HEIGHT    -        -32.835 (meters)                     GEOID18
 AB8727  NAD 83(2011) X  -  1,292,943.377 (meters)                     COMP
 AB8727  NAD 83(2011) Y  - -4,730,309.512 (meters)                     COMP
 AB8727  NAD 83(2011) Z  -  4,064,691.994 (meters)                     COMP
 AB8727  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 AB8727
 AB8727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8727  Standards:
 AB8727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8727  -------------------------------------------------------------------
 AB8727  NETWORK    0.35   0.67           0.16   0.12   0.34     -0.07092361
 AB8727  -------------------------------------------------------------------
 AB8727  Click here for local accuracies and other accuracy information.
 AB8727
 AB8727.The horizontal coordinates were established by GPS observations
 AB8727.and adjusted by the National Geodetic Survey in June 2012.
 AB8727
 AB8727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8727.been affixed to the stable North American tectonic plate. See 
 AB8727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8727
 AB8727.The horizontal coordinates are valid at the epoch date displayed above
 AB8727.which is a decimal equivalence of Year/Month/Day.
 AB8727
 AB8727.The orthometric height was determined by GPS observations and a
 AB8727.high-resolution geoid model.
 AB8727
 AB8727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8727.GEOID18 height accuracy estimate available here.
 AB8727
 AB8727.Click photographs - Photos may exist for this station.
 AB8727
 AB8727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8727
 AB8727.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8727
 AB8727.The ellipsoidal height was determined by GPS observations
 AB8727.and is referenced to NAD 83.
 AB8727
 AB8727. The following values were computed from the NAD 83(2011) position.
 AB8727
 AB8727;                    North         East     Units Scale Factor Converg.
 AB8727;SPC NJ       -   112,206.119   131,801.143   MT  0.99990408   -0 08 10.5
 AB8727;SPC NJ       -   368,129.58    432,417.58   sFT  0.99990408   -0 08 10.5
 AB8727;UTM  18      - 4,410,471.987   524,583.503   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2458310471(NAD 83)
 AB8727
 AB8727                          SUPERSEDED SURVEY CONTROL
 AB8727
 AB8727  NAD 83(2007)-  39 50 38.06021(N)    074 42 45.55690(W) AD(2002.00) 0
 AB8727  ELLIP H (02/10/07)   -2.484  (m)                       GP(2002.00)    
 AB8727  ELLIP H (10/23/02)   -2.466  (m)                       GP(       ) 4 1
 AB8727  NAD 83(1996)-  39 50 38.05992(N)    074 42 45.55694(W) AD(       ) 1
 AB8727  ELLIP H (05/14/99)   -2.491  (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)   -2.519  (m)                       GP(       ) 2 1
 AB8727
 AB8727.Superseded values are not recommended for survey control.
 AB8727
 AB8727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8727.See file dsdata.pdf to determine how the superseded data were derived.
 AB8727
 AB8727_MARKER: DH = HORIZONTAL CONTROL 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 = JULY 24, 2026 22:12:30 EDT
 AB8728 ***********************************************************************
 AB8728  DESIGNATION -  BC 09
 AB8728  PID         -  AB8728
 AB8728  STATE/COUNTY-  NJ/BURLINGTON
 AB8728  COUNTRY     -  US
 AB8728  USGS QUAD   -  CHATSWORTH (2019)
 AB8728
 AB8728                         *CURRENT SURVEY CONTROL
 AB8728  ______________________________________________________________________
 AB8728* NAD 83(2011) POSITION- 39 52 16.59815(N) 074 32 27.17859(W)   ADJUSTED
 AB8728* NAD 83(2011) ELLIP HT-    10.711 (meters)        (06/27/12)   ADJUSTED
 AB8728* NAD 83(2011) EPOCH   -  2010.00
 AB8728* NAVD 88 ORTHO HEIGHT -    43.5   (meters)      143.    (feet) GPS OBS
 AB8728  ______________________________________________________________________
 AB8728  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8728  GEOID HEIGHT    -        -33.078 (meters)                     GEOID93
 AB8728  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 AB8728  NAD 83(2011) X  -  1,306,602.448 (meters)                     COMP
 AB8728  NAD 83(2011) Y  - -4,724,544.550 (meters)                     COMP
 AB8728  NAD 83(2011) Z  -  4,067,033.420 (meters)                     COMP
 AB8728  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 AB8728
 AB8728  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8728  Standards:
 AB8728         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8728            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8728  -------------------------------------------------------------------
 AB8728  NETWORK    0.39   0.73           0.18   0.13   0.37     -0.04772136
 AB8728  -------------------------------------------------------------------
 AB8728  Click here for local accuracies and other accuracy information.
 AB8728
 AB8728.The horizontal coordinates were established by GPS observations
 AB8728.and adjusted by the National Geodetic Survey in June 2012.
 AB8728
 AB8728.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8728.been affixed to the stable North American tectonic plate. See 
 AB8728.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8728
 AB8728.The horizontal coordinates are valid at the epoch date displayed above
 AB8728.which is a decimal equivalence of Year/Month/Day.
 AB8728
 AB8728.The orthometric height was determined by GPS observations and a
 AB8728.high-resolution geoid model.
 AB8728
 AB8728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8728.GEOID18 height accuracy estimate available here.
 AB8728
 AB8728.Click photographs - Photos may exist for this station.
 AB8728
 AB8728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8728
 AB8728.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8728
 AB8728.The ellipsoidal height was determined by GPS observations
 AB8728.and is referenced to NAD 83.
 AB8728
 AB8728. The following values were computed from the NAD 83(2011) position.
 AB8728
 AB8728;                    North         East     Units Scale Factor Converg.
 AB8728;SPC NJ       -   115,224.115   146,502.651   MT  0.99990015   -0 01 34.4
 AB8728;SPC NJ       -   378,031.12    480,650.78   sFT  0.99990015   -0 01 34.4
 AB8728;UTM  18      - 4,413,571.261   539,263.659   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3926313571(NAD 83)
 AB8728
 AB8728                          SUPERSEDED SURVEY CONTROL
 AB8728
 AB8728  NAD 83(2007)-  39 52 16.59855(N)    074 32 27.17929(W) AD(2002.00) 0
 AB8728  ELLIP H (02/10/07)   10.719  (m)                       GP(2002.00)    
 AB8728  ELLIP H (10/23/02)   10.737  (m)                       GP(       ) 4 1
 AB8728  NAD 83(1996)-  39 52 16.59817(N)    074 32 27.17926(W) AD(       ) 1
 AB8728  ELLIP H (05/14/99)   10.708  (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)   10.687  (m)                       GP(       ) 2 1
 AB8728
 AB8728.Superseded values are not recommended for survey control.
 AB8728
 AB8728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8728.See file dsdata.pdf to determine how the superseded data were derived.
 AB8728
 AB8728_MARKER: DH = HORIZONTAL CONTROL DISK
 AB8728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8728_STAMPING: BC 09
 AB8728_MARK LOGO: NJ05ED
 AB8728_PROJECTION: FLUSH
 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 - September 10, 2020
 AB8728
 AB8728  HISTORY     - Date     Condition        Report By
 AB8728  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8728  HISTORY     - 20150102 GOOD             GEOCAC
 AB8728  HISTORY     - 20200910 GOOD             NJGS
 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.
 AB8728
 AB8728                          STATION RECOVERY (2015)
 AB8728
 AB8728'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 AB8728'RECOVERED IN GOOD CONDITION.
 AB8728
 AB8728                          STATION RECOVERY (2020)
 AB8728
 AB8728'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AB8728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8729 ***********************************************************************
 AB8729  DESIGNATION -  BC 10
 AB8729  PID         -  AB8729
 AB8729  STATE/COUNTY-  NJ/BURLINGTON
 AB8729  COUNTRY     -  US
 AB8729  USGS QUAD   -  MEDFORD LAKES (2019)
 AB8729
 AB8729                         *CURRENT SURVEY CONTROL
 AB8729  ______________________________________________________________________
 AB8729* NAD 83(2011) POSITION- 39 52 10.94538(N) 074 50 43.03279(W)   ADJUSTED
 AB8729* NAD 83(2011) ELLIP HT-   -16.297 (meters)        (06/27/12)   ADJUSTED
 AB8729* NAD 83(2011) EPOCH   -  2010.00
 AB8729* NAVD 88 ORTHO HEIGHT -    16.5   (meters)       54.    (feet) GPS OBS
 AB8729  ______________________________________________________________________
 AB8729  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8729  GEOID HEIGHT    -        -33.097 (meters)                     GEOID93
 AB8729  GEOID HEIGHT    -        -32.788 (meters)                     GEOID18
 AB8729  NAD 83(2011) X  -  1,281,507.123 (meters)                     COMP
 AB8729  NAD 83(2011) Y  - -4,731,507.493 (meters)                     COMP
 AB8729  NAD 83(2011) Z  -  4,066,882.298 (meters)                     COMP
 AB8729  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 AB8729
 AB8729  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8729  Standards:
 AB8729         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8729            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8729  -------------------------------------------------------------------
 AB8729  NETWORK    0.37   0.71           0.17   0.13   0.36      0.05969490
 AB8729  -------------------------------------------------------------------
 AB8729  Click here for local accuracies and other accuracy information.
 AB8729
 AB8729.The horizontal coordinates were established by GPS observations
 AB8729.and adjusted by the National Geodetic Survey in June 2012.
 AB8729
 AB8729.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8729.been affixed to the stable North American tectonic plate. See 
 AB8729.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8729
 AB8729.The horizontal coordinates are valid at the epoch date displayed above
 AB8729.which is a decimal equivalence of Year/Month/Day.
 AB8729
 AB8729.The orthometric height was determined by GPS observations and a
 AB8729.high-resolution geoid model.
 AB8729
 AB8729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8729.GEOID18 height accuracy estimate available here.
 AB8729
 AB8729.Click photographs - Photos may exist for this station.
 AB8729
 AB8729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8729
 AB8729.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8729
 AB8729.The ellipsoidal height was determined by GPS observations
 AB8729.and is referenced to NAD 83.
 AB8729
 AB8729. The following values were computed from the NAD 83(2011) position.
 AB8729
 AB8729;                    North         East     Units Scale Factor Converg.
 AB8729;SPC NJ       -   115,106.045   120,461.579   MT  0.99991074   -0 13 16.8
 AB8729;SPC NJ       -   377,643.75    395,214.36   sFT  0.99991074   -0 13 16.8
 AB8729;UTM  18      - 4,413,307.590   513,231.334   MT  0.99960216   +0 05 57.0
 AB8729
 AB8729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8729!SPC NJ       -   1.00000256  x   0.99991074  =   0.99991330
 AB8729!UTM  18      -   1.00000256  x   0.99960216  =   0.99960472
 AB8729
 AB8729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1323113307(NAD 83)
 AB8729
 AB8729                          SUPERSEDED SURVEY CONTROL
 AB8729
 AB8729  NAD 83(2007)-  39 52 10.94574(N)    074 50 43.03343(W) AD(2002.00) 0
 AB8729  ELLIP H (02/10/07)  -16.291  (m)                       GP(2002.00)    
 AB8729  ELLIP H (10/23/02)  -16.280  (m)                       GP(       ) 4 1
 AB8729  NAD 83(1996)-  39 52 10.94540(N)    074 50 43.03340(W) AD(       ) 1
 AB8729  ELLIP H (05/14/99)  -16.279  (m)                       GP(       ) 4 1
 AB8729  NAD 83(1992)-  39 52 10.94493(N)    074 50 43.03330(W) AD(       ) 1
 AB8729  ELLIP H (12/16/96)  -16.307  (m)                       GP(       ) 2 1
 AB8729
 AB8729.Superseded values are not recommended for survey control.
 AB8729
 AB8729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8729.See file dsdata.pdf to determine how the superseded data were derived.
 AB8729
 AB8729_MARKER: DH = HORIZONTAL CONTROL 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 - April 21, 2014
 AB8729
 AB8729  HISTORY     - Date     Condition        Report By
 AB8729  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8729  HISTORY     - 20140421 GOOD             INDIV
 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.
 AB8729
 AB8729                          STATION RECOVERY (2014)
 AB8729
 AB8729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 AB8729'RECOVERED AS DESCRIBED.
 AB8729'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8730 ***********************************************************************
 AB8730  DESIGNATION -  BC 11
 AB8730  PID         -  AB8730
 AB8730  STATE/COUNTY-  NJ/BURLINGTON
 AB8730  COUNTRY     -  US
 AB8730  USGS QUAD   -  MOUNT HOLLY (2019)
 AB8730
 AB8730                         *CURRENT SURVEY CONTROL
 AB8730  ______________________________________________________________________
 AB8730* NAD 83(2011) POSITION- 39 55 03.88206(N) 074 50 16.21887(W)   ADJUSTED
 AB8730* NAD 83(2011) ELLIP HT-   -10.997 (meters)        (06/27/12)   ADJUSTED
 AB8730* NAD 83(2011) EPOCH   -  2010.00
 AB8730* NAVD 88 ORTHO HEIGHT -    21.7   (meters)       71.    (feet) GPS OBS
 AB8730  ______________________________________________________________________
 AB8730  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8730  GEOID HEIGHT    -        -33.023 (meters)                     GEOID93
 AB8730  GEOID HEIGHT    -        -32.707 (meters)                     GEOID18
 AB8730  NAD 83(2011) X  -  1,281,228.519 (meters)                     COMP
 AB8730  NAD 83(2011) Y  - -4,728,042.973 (meters)                     COMP
 AB8730  NAD 83(2011) Z  -  4,070,977.953 (meters)                     COMP
 AB8730  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 AB8730
 AB8730  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8730  Standards:
 AB8730         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8730            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8730  -------------------------------------------------------------------
 AB8730  NETWORK    0.32   0.59           0.14   0.12   0.30      0.03485384
 AB8730  -------------------------------------------------------------------
 AB8730  Click here for local accuracies and other accuracy information.
 AB8730
 AB8730.The horizontal coordinates were established by GPS observations
 AB8730.and adjusted by the National Geodetic Survey in June 2012.
 AB8730
 AB8730.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8730.been affixed to the stable North American tectonic plate. See 
 AB8730.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8730
 AB8730.The horizontal coordinates are valid at the epoch date displayed above
 AB8730.which is a decimal equivalence of Year/Month/Day.
 AB8730
 AB8730.The orthometric height was determined by GPS observations and a
 AB8730.high-resolution geoid model.
 AB8730
 AB8730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8730.GEOID18 height accuracy estimate available here.
 AB8730
 AB8730.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8730
 AB8730.The ellipsoidal height was determined by GPS observations
 AB8730.and is referenced to NAD 83.
 AB8730
 AB8730. The following values were computed from the NAD 83(2011) position.
 AB8730
 AB8730;                    North         East     Units Scale Factor Converg.
 AB8730;SPC NJ       -   120,436.873   121,118.934   MT  0.99991027   -0 13 00.4
 AB8730;SPC NJ       -   395,133.31    397,371.04   sFT  0.99991027   -0 13 00.4
 AB8730;UTM  18      - 4,418,640.370   513,858.648   MT  0.99960236   +0 06 14.6
 AB8730
 AB8730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8730!SPC NJ       -   1.00000173  x   0.99991027  =   0.99991200
 AB8730!UTM  18      -   1.00000173  x   0.99960236  =   0.99960408
 AB8730
 AB8730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1385818640(NAD 83)
 AB8730
 AB8730                          SUPERSEDED SURVEY CONTROL
 AB8730
 AB8730  NAD 83(2007)-  39 55 03.88243(N)    074 50 16.21950(W) AD(2002.00) 0
 AB8730  ELLIP H (02/10/07)  -10.990  (m)                       GP(2002.00)    
 AB8730  ELLIP H (10/23/02)  -10.972  (m)                       GP(       ) 4 1
 AB8730  NAD 83(1996)-  39 55 03.88239(N)    074 50 16.21949(W) AD(       ) 1
 AB8730  ELLIP H (05/14/99)  -10.965  (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)  -11.004  (m)                       GP(       ) 2 1
 AB8730
 AB8730.Superseded values are not recommended for survey control.
 AB8730
 AB8730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8730.See file dsdata.pdf to determine how the superseded data were derived.
 AB8730
 AB8730_MARKER: DH = HORIZONTAL CONTROL DISK
 AB8730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8730_STAMPING: BC 11
 AB8730_MARK LOGO: NJ05ED
 AB8730_PROJECTION: FLUSH
 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 - July 21, 2022
 AB8730
 AB8730  HISTORY     - Date     Condition        Report By
 AB8730  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8730  HISTORY     - 20020622 GOOD             INDIV
 AB8730  HISTORY     - 20171112 GOOD             INDIV
 AB8730  HISTORY     - 20220721 GOOD             NJGS
 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.
 AB8730
 AB8730                          STATION RECOVERY (2017)
 AB8730
 AB8730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (HBH)
 AB8730'THE 1995 DIRECTIONS TO REACH THE STATION ARE ADEQUATE EXCEPT THAT THE
 AB8730'TRAFFIC CIRCLE AT STATE HIGHWAY 70 AND COUNTY ROAD 541 HAS BEEN
 AB8730'REMOVED AND REPLACED WITH A TRAFFIC LIGHT. STATION WAS RECOVERED IN
 AB8730'GOOD CONDITION.
 AB8730
 AB8730                          STATION RECOVERY (2022)
 AB8730
 AB8730'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 AB8730'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8731 ***********************************************************************
 AB8731  DESIGNATION -  BC 12
 AB8731  PID         -  AB8731
 AB8731  STATE/COUNTY-  NJ/BURLINGTON
 AB8731  COUNTRY     -  US
 AB8731  USGS QUAD   -  PEMBERTON (2019)
 AB8731
 AB8731                         *CURRENT SURVEY CONTROL
 AB8731  ______________________________________________________________________
 AB8731* NAD 83(2011) POSITION- 39 55 42.67758(N) 074 42 38.97836(W)   ADJUSTED
 AB8731* NAD 83(2011) ELLIP HT-   -16.983 (meters)        (06/27/12)   ADJUSTED
 AB8731* NAD 83(2011) EPOCH   -  2010.00
 AB8731* NAVD 88 ORTHO HEIGHT -    15.697 (meters)       51.50  (feet) ADJUSTED
 AB8731  ______________________________________________________________________
 AB8731  GEOID HEIGHT    -        -32.677 (meters)                     GEOID18
 AB8731  NAD 83(2011) X  -  1,291,502.622 (meters)                     COMP
 AB8731  NAD 83(2011) Y  - -4,724,446.029 (meters)                     COMP
 AB8731  NAD 83(2011) Z  -  4,071,891.753 (meters)                     COMP
 AB8731  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 AB8731  DYNAMIC HEIGHT  -         15.690 (meters)       51.48  (feet) COMP
 AB8731  MODELED GRAVITY -    980,186.1   (mgal)                       NAVD 88
 AB8731
 AB8731  VERT ORDER      -  FIRST     CLASS II
 AB8731
 AB8731  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8731  Standards:
 AB8731         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8731            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8731  -------------------------------------------------------------------
 AB8731  NETWORK    0.32   0.59           0.14   0.12   0.30     -0.08644359
 AB8731  -------------------------------------------------------------------
 AB8731  Click here for local accuracies and other accuracy information.
 AB8731
 AB8731.The horizontal coordinates were established by GPS observations
 AB8731.and adjusted by the National Geodetic Survey in June 2012.
 AB8731
 AB8731.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8731.been affixed to the stable North American tectonic plate. See 
 AB8731.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8731
 AB8731.The horizontal coordinates are valid at the epoch date displayed above
 AB8731.which is a decimal equivalence of Year/Month/Day.
 AB8731
 AB8731.The orthometric height was determined by differential leveling and
 AB8731.adjusted by the NATIONAL GEODETIC SURVEY
 AB8731.in May 2011.
 AB8731
 AB8731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8731.GEOID18 height accuracy estimate available here.
 AB8731
 AB8731.Click photographs - Photos may exist for this station.
 AB8731
 AB8731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8731
 AB8731.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8731
 AB8731.The ellipsoidal height was determined by GPS observations
 AB8731.and is referenced to NAD 83.
 AB8731
 AB8731.The dynamic height is computed by dividing the NAVD 88
 AB8731.geopotential number by the normal gravity value computed on the
 AB8731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8731.degrees latitude (g = 980.6199 gals.).
 AB8731
 AB8731.The modeled gravity was interpolated from observed gravity values.
 AB8731
 AB8731. The following values were computed from the NAD 83(2011) position.
 AB8731
 AB8731;                    North         East     Units Scale Factor Converg.
 AB8731;SPC NJ       -   121,599.947   131,979.679   MT  0.99990400   -0 08 07.1
 AB8731;SPC NJ       -   398,949.16    433,003.33   sFT  0.99990400   -0 08 07.1
 AB8731;UTM  18      - 4,419,863.880   524,709.430   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2470919863(NAD 83)
 AB8731
 AB8731                          SUPERSEDED SURVEY CONTROL
 AB8731
 AB8731  NAD 83(2007)-  39 55 42.67796(N)    074 42 38.97901(W) AD(2002.00) 0
 AB8731  ELLIP H (02/10/07)  -16.976  (m)                       GP(2002.00)    
 AB8731  ELLIP H (10/23/02)  -16.953  (m)                       GP(       ) 4 1
 AB8731  NAD 83(1996)-  39 55 42.67798(N)    074 42 38.97921(W) AD(       ) 1
 AB8731  ELLIP H (05/14/99)  -16.950  (m)                       GP(       ) 4 1
 AB8731  NAD 83(1992)-  39 55 42.67723(N)    074 42 38.97895(W) AD(       ) 1
 AB8731  ELLIP H (12/16/96)  -16.991  (m)                       GP(       ) 2 1
 AB8731  NAVD 88 (12/16/96)   15.7    (m)  GEOID93  model used  GPS OBS        
 AB8731
 AB8731.Superseded values are not recommended for survey control.
 AB8731
 AB8731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8731.See file dsdata.pdf to determine how the superseded data were derived.
 AB8731
 AB8731_MARKER: DH = HORIZONTAL CONTROL 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 - June 20, 2008
 AB8731
 AB8731  HISTORY     - Date     Condition        Report By
 AB8731  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8731  HISTORY     - 19980105 GOOD             STEWRT
 AB8731  HISTORY     - 20050513 GOOD             GEOCAC
 AB8731  HISTORY     - 20080620 GOOD             NJGS
 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.
 AB8731
 AB8731                          STATION RECOVERY (2008)
 AB8731
 AB8731'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AB8731'RECOVERED IN GOOD CONDITION.
 AB8731'
 AB8731'NOTE-1 WITNESS SIGN WAS INSTALLED 1.5 FT (0.5 M) SOUTHWEST OF THE
 AB8731'STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8743 ***********************************************************************
 AB8743  DESIGNATION -  BC 13
 AB8743  PID         -  AB8743
 AB8743  STATE/COUNTY-  NJ/BURLINGTON
 AB8743  COUNTRY     -  US
 AB8743  USGS QUAD   -  PEMBERTON (2019)
 AB8743
 AB8743                         *CURRENT SURVEY CONTROL
 AB8743  ______________________________________________________________________
 AB8743* NAD 83(2011) POSITION- 39 57 55.24564(N) 074 38 09.74621(W)   ADJUSTED
 AB8743* NAD 83(2011) ELLIP HT-   -11.067 (meters)        (06/27/12)   ADJUSTED
 AB8743* NAD 83(2011) EPOCH   -  2010.00
 AB8743* NAVD 88 ORTHO HEIGHT -    21.6   (meters)       71.    (feet) GPS OBS
 AB8743  ______________________________________________________________________
 AB8743  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8743  GEOID HEIGHT    -        -32.897 (meters)                     GEOID93
 AB8743  GEOID HEIGHT    -        -32.615 (meters)                     GEOID18
 AB8743  NAD 83(2011) X  -  1,296,973.850 (meters)                     COMP
 AB8743  NAD 83(2011) Y  - -4,720,229.143 (meters)                     COMP
 AB8743  NAD 83(2011) Z  -  4,075,030.144 (meters)                     COMP
 AB8743  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 AB8743
 AB8743  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8743  Standards:
 AB8743         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8743            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8743  -------------------------------------------------------------------
 AB8743  NETWORK    0.44   0.80           0.20   0.15   0.41     -0.04790918
 AB8743  -------------------------------------------------------------------
 AB8743  Click here for local accuracies and other accuracy information.
 AB8743
 AB8743.The horizontal coordinates were established by GPS observations
 AB8743.and adjusted by the National Geodetic Survey in June 2012.
 AB8743
 AB8743.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8743.been affixed to the stable North American tectonic plate. See 
 AB8743.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8743
 AB8743.The horizontal coordinates are valid at the epoch date displayed above
 AB8743.which is a decimal equivalence of Year/Month/Day.
 AB8743
 AB8743.The orthometric height was determined by GPS observations and a
 AB8743.high-resolution geoid model.
 AB8743
 AB8743.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8743.GEOID18 height accuracy estimate available here.
 AB8743
 AB8743.Click photographs - Photos may exist for this station.
 AB8743
 AB8743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8743
 AB8743.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8743
 AB8743.The ellipsoidal height was determined by GPS observations
 AB8743.and is referenced to NAD 83.
 AB8743
 AB8743. The following values were computed from the NAD 83(2011) position.
 AB8743
 AB8743;                    North         East     Units Scale Factor Converg.
 AB8743;SPC NJ       -   125,675.874   138,378.257   MT  0.99990166   -0 05 14.6
 AB8743;SPC NJ       -   412,321.60    453,996.00   sFT  0.99990166   -0 05 14.6
 AB8743;UTM  18      - 4,423,974.390   531,083.200   MT  0.99961189   +0 14 01.6
 AB8743
 AB8743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8743!SPC NJ       -   1.00000174  x   0.99990166  =   0.99990340
 AB8743!UTM  18      -   1.00000174  x   0.99961189  =   0.99961363
 AB8743
 AB8743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3108323974(NAD 83)
 AB8743
 AB8743                          SUPERSEDED SURVEY CONTROL
 AB8743
 AB8743  NAD 83(2007)-  39 57 55.24603(N)    074 38 09.74687(W) AD(2002.00) 0
 AB8743  ELLIP H (02/10/07)  -11.060  (m)                       GP(2002.00)    
 AB8743  ELLIP H (10/23/02)  -11.035  (m)                       GP(       ) 4 1
 AB8743  NAD 83(1996)-  39 57 55.24585(N)    074 38 09.74692(W) AD(       ) 1
 AB8743  ELLIP H (05/14/99)  -11.048  (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)  -11.081  (m)                       GP(       ) 2 1
 AB8743
 AB8743.Superseded values are not recommended for survey control.
 AB8743
 AB8743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8743.See file dsdata.pdf to determine how the superseded data were derived.
 AB8743
 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 = JULY 24, 2026 22:12:30 EDT
 AB8739 ***********************************************************************
 AB8739  DESIGNATION -  BC 14
 AB8739  PID         -  AB8739
 AB8739  STATE/COUNTY-  NJ/BURLINGTON
 AB8739  COUNTRY     -  US
 AB8739  USGS QUAD   -  MOORESTOWN (2019)
 AB8739
 AB8739                         *CURRENT SURVEY CONTROL
 AB8739  ______________________________________________________________________
 AB8739* NAD 83(2011) POSITION- 39 56 05.31158(N) 074 53 22.46429(W)   ADJUSTED
 AB8739* NAD 83(2011) ELLIP HT-    -9.901 (meters)        (06/27/12)   ADJUSTED
 AB8739* NAD 83(2011) EPOCH   -  2010.00
 AB8739* NAVD 88 ORTHO HEIGHT -    22.8   (meters)       75.    (feet) GPS OBS
 AB8739  ______________________________________________________________________
 AB8739  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8739  GEOID HEIGHT    -        -33.038 (meters)                     GEOID93
 AB8739  GEOID HEIGHT    -        -32.713 (meters)                     GEOID18
 AB8739  NAD 83(2011) X  -  1,276,642.079 (meters)                     COMP
 AB8739  NAD 83(2011) Y  - -4,728,024.793 (meters)                     COMP
 AB8739  NAD 83(2011) Z  -  4,072,431.602 (meters)                     COMP
 AB8739  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 AB8739
 AB8739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8739  Standards:
 AB8739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8739  -------------------------------------------------------------------
 AB8739  NETWORK    0.37   0.69           0.16   0.14   0.35     -0.03567265
 AB8739  -------------------------------------------------------------------
 AB8739  Click here for local accuracies and other accuracy information.
 AB8739
 AB8739.The horizontal coordinates were established by GPS observations
 AB8739.and adjusted by the National Geodetic Survey in June 2012.
 AB8739
 AB8739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8739.been affixed to the stable North American tectonic plate. See 
 AB8739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8739
 AB8739.The horizontal coordinates are valid at the epoch date displayed above
 AB8739.which is a decimal equivalence of Year/Month/Day.
 AB8739
 AB8739.The orthometric height was determined by GPS observations and a
 AB8739.high-resolution geoid model.
 AB8739
 AB8739.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8739.GEOID18 height accuracy estimate available here.
 AB8739
 AB8739.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8739
 AB8739.The ellipsoidal height was determined by GPS observations
 AB8739.and is referenced to NAD 83.
 AB8739
 AB8739. The following values were computed from the NAD 83(2011) position.
 AB8739
 AB8739;                    North         East     Units Scale Factor Converg.
 AB8739;SPC NJ       -   122,349.350   116,704.493   MT  0.99991364   -0 15 00.3
 AB8739;SPC NJ       -   401,407.83    382,887.99   sFT  0.99991364   -0 15 00.3
 AB8739;UTM  18      - 4,420,527.507   509,434.939   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0943420527(NAD 83)
 AB8739
 AB8739                          SUPERSEDED SURVEY CONTROL
 AB8739
 AB8739  NAD 83(2007)-  39 56 05.31196(N)    074 53 22.46490(W) AD(2002.00) 0
 AB8739  ELLIP H (02/10/07)   -9.895  (m)                       GP(2002.00)    
 AB8739  ELLIP H (10/23/02)   -9.871  (m)                       GP(       ) 4 1
 AB8739  NAD 83(1996)-  39 56 05.31198(N)    074 53 22.46498(W) AD(       ) 1
 AB8739  ELLIP H (05/14/99)   -9.864  (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)   -9.901  (m)                       GP(       ) 2 1
 AB8739
 AB8739.Superseded values are not recommended for survey control.
 AB8739
 AB8739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8739.See file dsdata.pdf to determine how the superseded data were derived.
 AB8739
 AB8739_MARKER: DH = HORIZONTAL CONTROL DISK
 AB8739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8739_STAMPING: BC 14
 AB8739_MARK LOGO: NJ05ED
 AB8739_PROJECTION: FLUSH
 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 - April 23, 2024
 AB8739
 AB8739  HISTORY     - Date     Condition        Report By
 AB8739  HISTORY     - 1995     MONUMENTED       TWT
 AB8739  HISTORY     - 20020525 GOOD             INDIV
 AB8739  HISTORY     - 20210621 GOOD             NJGS
 AB8739  HISTORY     - 20240423 GOOD             AAAS
 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.
 AB8739
 AB8739                          STATION RECOVERY (2021)
 AB8739
 AB8739'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AB8739'RECOVERED IN GOOD CONDITION.
 AB8739
 AB8739                          STATION RECOVERY (2024)
 AB8739
 AB8739'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AB8739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8745 ***********************************************************************
 AB8745  DESIGNATION -  BC 15
 AB8745  PID         -  AB8745
 AB8745  STATE/COUNTY-  NJ/BURLINGTON
 AB8745  COUNTRY     -  US
 AB8745  USGS QUAD   -  WHITING (2019)
 AB8745
 AB8745                         *CURRENT SURVEY CONTROL
 AB8745  ______________________________________________________________________
 AB8745* NAD 83(2011) POSITION- 39 56 57.40121(N) 074 29 16.98126(W)   ADJUSTED
 AB8745* NAD 83(2011) ELLIP HT-    -0.343 (meters)        (06/27/12)   ADJUSTED
 AB8745* NAD 83(2011) EPOCH   -  2010.00
 AB8745* NAVD 88 ORTHO HEIGHT -    32.4   (meters)      106.    (feet) GPS OBS
 AB8745  ______________________________________________________________________
 AB8745  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8745  GEOID HEIGHT    -        -32.964 (meters)                     GEOID93
 AB8745  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 AB8745  NAD 83(2011) X  -  1,309,470.093 (meters)                     COMP
 AB8745  NAD 83(2011) Y  - -4,717,975.376 (meters)                     COMP
 AB8745  NAD 83(2011) Z  -  4,073,669.494 (meters)                     COMP
 AB8745  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 AB8745
 AB8745  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8745  Standards:
 AB8745         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8745            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8745  -------------------------------------------------------------------
 AB8745  NETWORK    0.33   0.61           0.15   0.11   0.31      0.05240823
 AB8745  -------------------------------------------------------------------
 AB8745  Click here for local accuracies and other accuracy information.
 AB8745
 AB8745.The horizontal coordinates were established by GPS observations
 AB8745.and adjusted by the National Geodetic Survey in June 2012.
 AB8745
 AB8745.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8745.been affixed to the stable North American tectonic plate. See 
 AB8745.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8745
 AB8745.The horizontal coordinates are valid at the epoch date displayed above
 AB8745.which is a decimal equivalence of Year/Month/Day.
 AB8745
 AB8745.The orthometric height was determined by GPS observations and a
 AB8745.high-resolution geoid model.
 AB8745
 AB8745.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8745.GEOID18 height accuracy estimate available here.
 AB8745
 AB8745.Click photographs - Photos may exist for this station.
 AB8745
 AB8745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8745
 AB8745.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8745
 AB8745.The ellipsoidal height was determined by GPS observations
 AB8745.and is referenced to NAD 83.
 AB8745
 AB8745. The following values were computed from the NAD 83(2011) position.
 AB8745
 AB8745;                    North         East     Units Scale Factor Converg.
 AB8745;SPC NJ       -   123,883.178   151,021.079   MT  0.99990001   +0 00 27.6
 AB8745;SPC NJ       -   406,440.06    495,474.99   sFT  0.99990001   +0 00 27.6
 AB8745;UTM  18      - 4,422,253.066   543,732.288   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4373222253(NAD 83)
 AB8745
 AB8745                          SUPERSEDED SURVEY CONTROL
 AB8745
 AB8745  NAD 83(2007)-  39 56 57.40160(N)    074 29 16.98192(W) AD(2002.00) 0
 AB8745  ELLIP H (02/10/07)   -0.337  (m)                       GP(2002.00)    
 AB8745  ELLIP H (10/23/02)   -0.316  (m)                       GP(       ) 4 1
 AB8745  NAD 83(1996)-  39 56 57.40131(N)    074 29 16.98177(W) AD(       ) 1
 AB8745  ELLIP H (05/14/99)   -0.343  (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)   -0.376  (m)                       GP(       ) 2 1
 AB8745
 AB8745.Superseded values are not recommended for survey control.
 AB8745
 AB8745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8745.See file dsdata.pdf to determine how the superseded data were derived.
 AB8745
 AB8745_MARKER: DD = SURVEY DISK
 AB8745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8745_STAMPING: BC 15
 AB8745_MARK LOGO: NJ05ED
 AB8745_PROJECTION: FLUSH
 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 - November 11, 2014
 AB8745
 AB8745  HISTORY     - Date     Condition        Report By
 AB8745  HISTORY     - 1995     MONUMENTED       TWT
 AB8745  HISTORY     - 20031227 GOOD             INDIV
 AB8745  HISTORY     - 20111109 GOOD             GRWAS
 AB8745  HISTORY     - 20141111 GOOD             GEOCAC
 AB8745  HISTORY     - 20250415 MARK NOT FOUND   NJGS
 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.
 AB8745
 AB8745                          STATION RECOVERY (2011)
 AB8745
 AB8745'RECOVERY NOTE BY GRW AERIAL SURVEY 2011 (JBZ)
 AB8745'RECOVERED AS DESCRIBED
 AB8745
 AB8745                          STATION RECOVERY (2014)
 AB8745
 AB8745'RECOVERY NOTE BY GEOCACHING 2014 (MLM)
 AB8745'RECOVERED IN GOOD CONDITION.
 AB8745
 AB8745                          STATION RECOVERY (2025)
 AB8745
 AB8745'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 AB8745'THE STATION WAS NOT RECOVERED.  THE POSITION PUTS IT UNDER A REALIGNED
 AB8745'LAKEHURST ROAD ONTO NEW JERSEY HIGHWAY 70.  MARK BURIED OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8741 ***********************************************************************
 AB8741  DESIGNATION -  BC 16
 AB8741  PID         -  AB8741
 AB8741  STATE/COUNTY-  NJ/BURLINGTON
 AB8741  COUNTRY     -  US
 AB8741  USGS QUAD   -  PEMBERTON (2019)
 AB8741
 AB8741                         *CURRENT SURVEY CONTROL
 AB8741  ______________________________________________________________________
 AB8741* NAD 83(2011) POSITION- 39 59 16.17977(N) 074 44 54.71541(W)   ADJUSTED
 AB8741* NAD 83(2011) ELLIP HT-   -17.474 (meters)        (06/27/12)   ADJUSTED
 AB8741* NAD 83(2011) EPOCH   -  2010.00
 AB8741* NAVD 88 ORTHO HEIGHT -    15.2   (meters)       50.    (feet) GPS OBS
 AB8741  ______________________________________________________________________
 AB8741  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8741  GEOID HEIGHT    -        -32.930 (meters)                     GEOID93
 AB8741  GEOID HEIGHT    -        -32.623 (meters)                     GEOID18
 AB8741  NAD 83(2011) X  -  1,287,280.741 (meters)                     COMP
 AB8741  NAD 83(2011) Y  - -4,721,214.434 (meters)                     COMP
 AB8741  NAD 83(2011) Z  -  4,076,938.908 (meters)                     COMP
 AB8741  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 AB8741
 AB8741  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8741  Standards:
 AB8741         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8741            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8741  -------------------------------------------------------------------
 AB8741  NETWORK    0.36   0.65           0.16   0.13   0.33     -0.08641773
 AB8741  -------------------------------------------------------------------
 AB8741  Click here for local accuracies and other accuracy information.
 AB8741
 AB8741.The horizontal coordinates were established by GPS observations
 AB8741.and adjusted by the National Geodetic Survey in June 2012.
 AB8741
 AB8741.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8741.been affixed to the stable North American tectonic plate. See 
 AB8741.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8741
 AB8741.The horizontal coordinates are valid at the epoch date displayed above
 AB8741.which is a decimal equivalence of Year/Month/Day.
 AB8741
 AB8741.The orthometric height was determined by GPS observations and a
 AB8741.high-resolution geoid model.
 AB8741
 AB8741.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8741.GEOID18 height accuracy estimate available here.
 AB8741
 AB8741.Click photographs - Photos may exist for this station.
 AB8741
 AB8741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8741
 AB8741.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8741
 AB8741.The ellipsoidal height was determined by GPS observations
 AB8741.and is referenced to NAD 83.
 AB8741
 AB8741. The following values were computed from the NAD 83(2011) position.
 AB8741
 AB8741;                    North         East     Units Scale Factor Converg.
 AB8741;SPC NJ       -   128,192.582   128,775.232   MT  0.99990554   -0 09 35.0
 AB8741;SPC NJ       -   420,578.50    422,490.07   sFT  0.99990554   -0 09 35.0
 AB8741;UTM  18      - 4,426,436.492   521,469.051   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  =   0.99960841
 AB8741
 AB8741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2146926436(NAD 83)
 AB8741
 AB8741                          SUPERSEDED SURVEY CONTROL
 AB8741
 AB8741  NAD 83(2007)-  39 59 16.18017(N)    074 44 54.71606(W) AD(2002.00) 0
 AB8741  ELLIP H (02/10/07)  -17.467  (m)                       GP(2002.00)    
 AB8741  ELLIP H (10/23/02)  -17.438  (m)                       GP(       ) 4 1
 AB8741  NAD 83(1996)-  39 59 16.17984(N)    074 44 54.71601(W) AD(       ) 1
 AB8741  ELLIP H (05/14/99)  -17.457  (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)  -17.477  (m)                       GP(       ) 2 1
 AB8741
 AB8741.Superseded values are not recommended for survey control.
 AB8741
 AB8741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8741.See file dsdata.pdf to determine how the superseded data were derived.
 AB8741
 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 - June 09, 2021
 AB8741
 AB8741  HISTORY     - Date     Condition        Report By
 AB8741  HISTORY     - 1995     MONUMENTED       TWT
 AB8741  HISTORY     - 20140421 GOOD             INDIV
 AB8741  HISTORY     - 20210609 GOOD             NJGS
 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.
 AB8741
 AB8741                          STATION RECOVERY (2014)
 AB8741
 AB8741'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 AB8741'RECOVERED AS DESCRIBED AT SMITHVILLE COUNTY PARK.
 AB8741'
 AB8741
 AB8741                          STATION RECOVERY (2021)
 AB8741
 AB8741'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 AB8741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8765 ***********************************************************************
 AB8765  DESIGNATION -  BC 17
 AB8765  PID         -  AB8765
 AB8765  STATE/COUNTY-  NJ/BURLINGTON
 AB8765  COUNTRY     -  US
 AB8765  USGS QUAD   -  BEVERLY (2016)
 AB8765
 AB8765                         *CURRENT SURVEY CONTROL
 AB8765  ______________________________________________________________________
 AB8765* NAD 83(2011) POSITION- 40 00 40.84752(N) 074 56 26.76981(W)   ADJUSTED
 AB8765* NAD 83(2011) ELLIP HT-   -20.232 (meters)        (06/27/12)   ADJUSTED
 AB8765* NAD 83(2011) EPOCH   -  2010.00
 AB8765* NAVD 88 ORTHO HEIGHT -    12.6   (meters)       41.    (feet) GPS OBS
 AB8765  ______________________________________________________________________
 AB8765  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8765  GEOID HEIGHT    -        -33.144 (meters)                     GEOID93
 AB8765  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 AB8765  NAD 83(2011) X  -  1,270,996.360 (meters)                     COMP
 AB8765  NAD 83(2011) Y  - -4,723,883.951 (meters)                     COMP
 AB8765  NAD 83(2011) Z  -  4,078,937.592 (meters)                     COMP
 AB8765  LAPLACE CORR    -          2.42  (seconds)                    DEFLEC18
 AB8765
 AB8765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8765  Standards:
 AB8765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8765  -------------------------------------------------------------------
 AB8765  NETWORK    0.38   0.71           0.17   0.14   0.36     -0.04329903
 AB8765  -------------------------------------------------------------------
 AB8765  Click here for local accuracies and other accuracy information.
 AB8765
 AB8765.The horizontal coordinates were established by GPS observations
 AB8765.and adjusted by the National Geodetic Survey in June 2012.
 AB8765
 AB8765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8765.been affixed to the stable North American tectonic plate. See 
 AB8765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8765
 AB8765.The horizontal coordinates are valid at the epoch date displayed above
 AB8765.which is a decimal equivalence of Year/Month/Day.
 AB8765
 AB8765.The orthometric height was determined by GPS observations and a
 AB8765.high-resolution geoid model.
 AB8765
 AB8765.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8765.GEOID18 height accuracy estimate available here.
 AB8765
 AB8765.Click photographs - Photos may exist for this station.
 AB8765
 AB8765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8765
 AB8765.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8765
 AB8765.The ellipsoidal height was determined by GPS observations
 AB8765.and is referenced to NAD 83.
 AB8765
 AB8765. The following values were computed from the NAD 83(2011) position.
 AB8765
 AB8765;                    North         East     Units Scale Factor Converg.
 AB8765;SPC NJ       -   130,867.200   112,370.930   MT  0.99991743   -0 17 00.2
 AB8765;SPC NJ       -   429,353.47    368,670.29   sFT  0.99991743   -0 17 00.2
 AB8765;UTM  18      - 4,429,018.254   505,055.070   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0505529018(NAD 83)
 AB8765
 AB8765                          SUPERSEDED SURVEY CONTROL
 AB8765
 AB8765  NAD 83(2007)-  40 00 40.84789(N)    074 56 26.77042(W) AD(2002.00) 0
 AB8765  ELLIP H (02/10/07)  -20.226  (m)                       GP(2002.00)    
 AB8765  ELLIP H (10/23/02)  -20.207  (m)                       GP(       ) 4 1
 AB8765  NAD 83(1996)-  40 00 40.84762(N)    074 56 26.77037(W) AD(       ) 1
 AB8765  ELLIP H (05/14/99)  -20.205  (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)  -20.230  (m)                       GP(       ) 2 1
 AB8765
 AB8765.Superseded values are not recommended for survey control.
 AB8765
 AB8765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8765.See file dsdata.pdf to determine how the superseded data were derived.
 AB8765
 AB8765_MARKER: DD = SURVEY DISK
 AB8765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8765_STAMPING: BC 17
 AB8765_MARK LOGO: NJ05ED
 AB8765_PROJECTION: FLUSH
 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 - October 16, 2025
 AB8765
 AB8765  HISTORY     - Date     Condition        Report By
 AB8765  HISTORY     - 1995     MONUMENTED       TWT
 AB8765  HISTORY     - 20070419 GOOD             UE
 AB8765  HISTORY     - 20070613 GOOD             NJDT
 AB8765  HISTORY     - 20141102 GOOD             INDIV
 AB8765  HISTORY     - 20251016 GOOD             AAAS
 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.
 AB8765
 AB8765                          STATION RECOVERY (2007)
 AB8765
 AB8765'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB8765'RECOVERED IN GOOD CONDITION.
 AB8765
 AB8765                          STATION RECOVERY (2007)
 AB8765
 AB8765'RECOVERY NOTE BY NJ DEPT OF TRANSP 2007 (JFL)
 AB8765'RECOVERED AS DESCRIBED
 AB8765
 AB8765                          STATION RECOVERY (2014)
 AB8765
 AB8765'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 AB8765'RECOVERED IN GOOD CONDITION. STATION IS FLUSH WITH THE GROUND.
 AB8765
 AB8765                          STATION RECOVERY (2025)
 AB8765
 AB8765'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AB8765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8746 ***********************************************************************
 AB8746  DESIGNATION -  BC 18
 AB8746  PID         -  AB8746
 AB8746  STATE/COUNTY-  NJ/BURLINGTON
 AB8746  COUNTRY     -  US
 AB8746  USGS QUAD   -  BRISTOL (2019)
 AB8746
 AB8746                         *CURRENT SURVEY CONTROL
 AB8746  ______________________________________________________________________
 AB8746* NAD 83(2011) POSITION- 40 00 54.50264(N) 074 49 29.04461(W)   ADJUSTED
 AB8746* NAD 83(2011) ELLIP HT-   -13.555 (meters)        (06/27/12)   ADJUSTED
 AB8746* NAD 83(2011) EPOCH   -  2010.00
 AB8746* NAVD 88 ORTHO HEIGHT -    19.141 (meters)       62.80  (feet) ADJUSTED
 AB8746  ______________________________________________________________________
 AB8746  GEOID HEIGHT    -        -32.693 (meters)                     GEOID18
 AB8746  NAD 83(2011) X  -  1,280,490.957 (meters)                     COMP
 AB8746  NAD 83(2011) Y  - -4,721,043.842 (meters)                     COMP
 AB8746  NAD 83(2011) Z  -  4,079,264.453 (meters)                     COMP
 AB8746  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 AB8746  DYNAMIC HEIGHT  -         19.133 (meters)       62.77  (feet) COMP
 AB8746  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 AB8746
 AB8746  VERT ORDER      -  FIRST     CLASS II
 AB8746
 AB8746  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8746  Standards:
 AB8746         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8746            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8746  -------------------------------------------------------------------
 AB8746  NETWORK    0.37   0.67           0.17   0.13   0.34     -0.11340552
 AB8746  -------------------------------------------------------------------
 AB8746  Click here for local accuracies and other accuracy information.
 AB8746
 AB8746.The horizontal coordinates were established by GPS observations
 AB8746.and adjusted by the National Geodetic Survey in June 2012.
 AB8746
 AB8746.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8746.been affixed to the stable North American tectonic plate. See 
 AB8746.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8746
 AB8746.The horizontal coordinates are valid at the epoch date displayed above
 AB8746.which is a decimal equivalence of Year/Month/Day.
 AB8746
 AB8746.The orthometric height was determined by differential leveling and
 AB8746.adjusted by the NATIONAL GEODETIC SURVEY
 AB8746.in May 2011.
 AB8746
 AB8746.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8746.GEOID18 height accuracy estimate available here.
 AB8746
 AB8746.Click photographs - Photos may exist for this station.
 AB8746
 AB8746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8746
 AB8746.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8746
 AB8746.The ellipsoidal height was determined by GPS observations
 AB8746.and is referenced to NAD 83.
 AB8746
 AB8746.The dynamic height is computed by dividing the NAVD 88
 AB8746.geopotential number by the normal gravity value computed on the
 AB8746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8746.degrees latitude (g = 980.6199 gals.).
 AB8746
 AB8746.The modeled gravity was interpolated from observed gravity values.
 AB8746
 AB8746. The following values were computed from the NAD 83(2011) position.
 AB8746
 AB8746;                    North         East     Units Scale Factor Converg.
 AB8746;SPC NJ       -   131,245.777   122,278.530   MT  0.99990946   -0 12 31.7
 AB8746;SPC NJ       -   430,595.52    401,175.48   sFT  0.99990946   -0 12 31.7
 AB8746;UTM  18      - 4,429,452.280   514,957.300   MT  0.99960275   +0 06 45.7
 AB8746
 AB8746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8746!SPC NJ       -   1.00000213  x   0.99990946  =   0.99991159
 AB8746!UTM  18      -   1.00000213  x   0.99960275  =   0.99960488
 AB8746
 AB8746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1495729452(NAD 83)
 AB8746
 AB8746                          SUPERSEDED SURVEY CONTROL
 AB8746
 AB8746  NAD 83(2007)-  40 00 54.50304(N)    074 49 29.04523(W) AD(2002.00) 0
 AB8746  ELLIP H (02/10/07)  -13.549  (m)                       GP(2002.00)    
 AB8746  ELLIP H (10/23/02)  -13.518  (m)                       GP(       ) 4 1
 AB8746  NAD 83(1996)-  40 00 54.50288(N)    074 49 29.04522(W) AD(       ) 1
 AB8746  ELLIP H (05/14/99)  -13.526  (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)  -13.551  (m)                       GP(       ) 2 1
 AB8746  NAVD 88 (12/16/96)   19.2    (m)  GEOID93  model used  GPS OBS        
 AB8746
 AB8746.Superseded values are not recommended for survey control.
 AB8746
 AB8746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8746.See file dsdata.pdf to determine how the superseded data were derived.
 AB8746
 AB8746_MARKER: DD = SURVEY DISK
 AB8746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8746_STAMPING: BC 18
 AB8746_MARK LOGO: NJ05ED
 AB8746_PROJECTION: FLUSH
 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 - May 08, 2008
 AB8746
 AB8746  HISTORY     - Date     Condition        Report By
 AB8746  HISTORY     - 1995     MONUMENTED       TWT
 AB8746  HISTORY     - 20060501 GOOD             GEOCAC
 AB8746  HISTORY     - 20071025 GOOD             UE
 AB8746  HISTORY     - 20080508 GOOD             NJGS
 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.
 AB8746
 AB8746                          STATION RECOVERY (2007)
 AB8746
 AB8746'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB8746'RECOVERED IN GOOD CONDITION.
 AB8746
 AB8746                          STATION RECOVERY (2008)
 AB8746
 AB8746'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (MVI)
 AB8746'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8744 ***********************************************************************
 AB8744  DESIGNATION -  BC 19
 AB8744  PID         -  AB8744
 AB8744  STATE/COUNTY-  NJ/BURLINGTON
 AB8744  COUNTRY     -  US
 AB8744  USGS QUAD   -  BEVERLY (2016)
 AB8744
 AB8744                         *CURRENT SURVEY CONTROL
 AB8744  ______________________________________________________________________
 AB8744* NAD 83(2011) POSITION- 40 01 59.41003(N) 074 53 36.81635(W)   ADJUSTED
 AB8744* NAD 83(2011) ELLIP HT-   -21.235 (meters)        (06/27/12)   ADJUSTED
 AB8744* NAD 83(2011) EPOCH   -  2010.00
 AB8744* NAVD 88 ORTHO HEIGHT -    11.6   (meters)       38.    (feet) GPS OBS
 AB8744  ______________________________________________________________________
 AB8744  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8744  GEOID HEIGHT    -        -33.122 (meters)                     GEOID93
 AB8744  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 AB8744  NAD 83(2011) X  -  1,274,481.905 (meters)                     COMP
 AB8744  NAD 83(2011) Y  - -4,721,329.946 (meters)                     COMP
 AB8744  NAD 83(2011) Z  -  4,080,792.545 (meters)                     COMP
 AB8744  LAPLACE CORR    -          2.66  (seconds)                    DEFLEC18
 AB8744
 AB8744  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8744  Standards:
 AB8744         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8744            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8744  -------------------------------------------------------------------
 AB8744  NETWORK    0.43   0.80           0.20   0.14   0.41      0.02812425
 AB8744  -------------------------------------------------------------------
 AB8744  Click here for local accuracies and other accuracy information.
 AB8744
 AB8744.The horizontal coordinates were established by GPS observations
 AB8744.and adjusted by the National Geodetic Survey in June 2012.
 AB8744
 AB8744.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8744.been affixed to the stable North American tectonic plate. See 
 AB8744.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8744
 AB8744.The horizontal coordinates are valid at the epoch date displayed above
 AB8744.which is a decimal equivalence of Year/Month/Day.
 AB8744
 AB8744.The orthometric height was determined by GPS observations and a
 AB8744.high-resolution geoid model.
 AB8744
 AB8744.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8744.GEOID18 height accuracy estimate available here.
 AB8744
 AB8744.Click photographs - Photos may exist for this station.
 AB8744
 AB8744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8744
 AB8744.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8744
 AB8744.The ellipsoidal height was determined by GPS observations
 AB8744.and is referenced to NAD 83.
 AB8744
 AB8744. The following values were computed from the NAD 83(2011) position.
 AB8744
 AB8744;                    North         East     Units Scale Factor Converg.
 AB8744;SPC NJ       -   133,271.210   116,411.965   MT  0.99991388   -0 15 11.3
 AB8744;SPC NJ       -   437,240.63    381,928.26   sFT  0.99991388   -0 15 11.3
 AB8744;UTM  18      - 4,431,444.140   509,081.281   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  =   0.99960435
 AB8744
 AB8744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0908131444(NAD 83)
 AB8744
 AB8744                          SUPERSEDED SURVEY CONTROL
 AB8744
 AB8744  NAD 83(2007)-  40 01 59.41043(N)    074 53 36.81697(W) AD(2002.00) 0
 AB8744  ELLIP H (02/10/07)  -21.229  (m)                       GP(2002.00)    
 AB8744  ELLIP H (10/23/02)  -21.195  (m)                       GP(       ) 4 1
 AB8744  NAD 83(1996)-  40 01 59.41039(N)    074 53 36.81696(W) AD(       ) 1
 AB8744  ELLIP H (05/14/99)  -21.197  (m)                       GP(       ) 4 1
 AB8744  NAD 83(1992)-  40 01 59.40974(N)    074 53 36.81705(W) AD(       ) 1
 AB8744  ELLIP H (12/16/96)  -21.224  (m)                       GP(       ) 2 1
 AB8744
 AB8744.Superseded values are not recommended for survey control.
 AB8744
 AB8744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8744.See file dsdata.pdf to determine how the superseded data were derived.
 AB8744
 AB8744_MARKER: DD = SURVEY DISK
 AB8744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8744_STAMPING: BC 19
 AB8744_MARK LOGO: NJ05ED
 AB8744_PROJECTION: FLUSH
 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 - October 16, 2025
 AB8744
 AB8744  HISTORY     - Date     Condition        Report By
 AB8744  HISTORY     - 1995     MONUMENTED       TWT
 AB8744  HISTORY     - 20251016 GOOD             AAAS
 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.
 AB8744
 AB8744                          STATION RECOVERY (2025)
 AB8744
 AB8744'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 AB8744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8766 ***********************************************************************
 AB8766  DESIGNATION -  BC 20
 AB8766  PID         -  AB8766
 AB8766  STATE/COUNTY-  NJ/BURLINGTON
 AB8766  COUNTRY     -  US
 AB8766  USGS QUAD   -  BRISTOL (2019)
 AB8766
 AB8766                         *CURRENT SURVEY CONTROL
 AB8766  ______________________________________________________________________
 AB8766* NAD 83(2011) POSITION- 40 03 01.24875(N) 074 50 25.98363(W)   ADJUSTED
 AB8766* NAD 83(2011) ELLIP HT-    -9.662 (meters)        (06/27/12)   ADJUSTED
 AB8766* NAD 83(2011) EPOCH   -  2010.00
 AB8766* NAVD 88 ORTHO HEIGHT -    23.112 (meters)       75.83  (feet) ADJUSTED
 AB8766  ______________________________________________________________________
 AB8766  GEOID HEIGHT    -        -32.766 (meters)                     GEOID18
 AB8766  NAD 83(2011) X  -  1,278,530.889 (meters)                     COMP
 AB8766  NAD 83(2011) Y  - -4,718,972.996 (meters)                     COMP
 AB8766  NAD 83(2011) Z  -  4,082,260.172 (meters)                     COMP
 AB8766  LAPLACE CORR    -          2.73  (seconds)                    DEFLEC18
 AB8766  DYNAMIC HEIGHT  -         23.102 (meters)       75.79  (feet) COMP
 AB8766  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 AB8766
 AB8766  VERT ORDER      -  FIRST     CLASS II
 AB8766
 AB8766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8766  Standards:
 AB8766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8766  -------------------------------------------------------------------
 AB8766  NETWORK    0.35   0.65           0.16   0.12   0.33     -0.07275330
 AB8766  -------------------------------------------------------------------
 AB8766  Click here for local accuracies and other accuracy information.
 AB8766
 AB8766.The horizontal coordinates were established by GPS observations
 AB8766.and adjusted by the National Geodetic Survey in June 2012.
 AB8766
 AB8766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8766.been affixed to the stable North American tectonic plate. See 
 AB8766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8766
 AB8766.The horizontal coordinates are valid at the epoch date displayed above
 AB8766.which is a decimal equivalence of Year/Month/Day.
 AB8766
 AB8766.The orthometric height was determined by differential leveling and
 AB8766.adjusted by the NATIONAL GEODETIC SURVEY
 AB8766.in May 2011.
 AB8766
 AB8766.No vertical observational check was made to the station.
 AB8766
 AB8766.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8766.GEOID18 height accuracy estimate available here.
 AB8766
 AB8766.Click photographs - Photos may exist for this station.
 AB8766
 AB8766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8766
 AB8766.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8766
 AB8766.The ellipsoidal height was determined by GPS observations
 AB8766.and is referenced to NAD 83.
 AB8766
 AB8766.The dynamic height is computed by dividing the NAVD 88
 AB8766.geopotential number by the normal gravity value computed on the
 AB8766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8766.degrees latitude (g = 980.6199 gals.).
 AB8766
 AB8766.The modeled gravity was interpolated from observed gravity values.
 AB8766
 AB8766. The following values were computed from the NAD 83(2011) position.
 AB8766
 AB8766;                    North         East     Units Scale Factor Converg.
 AB8766;SPC NJ       -   135,159.685   120,943.281   MT  0.99991039   -0 13 08.9
 AB8766;SPC NJ       -   443,436.40    396,794.75   sFT  0.99991039   -0 13 08.9
 AB8766;UTM  18      - 4,433,357.431   513,600.520   MT  0.99960228   +0 06 09.4
 AB8766
 AB8766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8766!SPC NJ       -   1.00000152  x   0.99991039  =   0.99991191
 AB8766!UTM  18      -   1.00000152  x   0.99960228  =   0.99960380
 AB8766
 AB8766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1360033357(NAD 83)
 AB8766
 AB8766                          SUPERSEDED SURVEY CONTROL
 AB8766
 AB8766  NAD 83(2007)-  40 03 01.24917(N)    074 50 25.98427(W) AD(2002.00) 0
 AB8766  ELLIP H (02/10/07)   -9.655  (m)                       GP(2002.00)    
 AB8766  ELLIP H (10/23/02)   -9.620  (m)                       GP(       ) 4 1
 AB8766  NAD 83(1996)-  40 03 01.24907(N)    074 50 25.98427(W) AD(       ) 1
 AB8766  ELLIP H (05/14/99)   -9.629  (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)   -9.657  (m)                       GP(       ) 2 1
 AB8766  NAVD 88 (12/16/96)   23.1    (m)  GEOID93  model used  GPS OBS        
 AB8766
 AB8766.Superseded values are not recommended for survey control.
 AB8766
 AB8766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8766.See file dsdata.pdf to determine how the superseded data were derived.
 AB8766
 AB8766_MARKER: DH = HORIZONTAL CONTROL DISK
 AB8766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8766_STAMPING: BC 20
 AB8766_MARK LOGO: NJ05ED
 AB8766_PROJECTION: FLUSH
 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 - October 17, 2024
 AB8766
 AB8766  HISTORY     - Date     Condition        Report By
 AB8766  HISTORY     - 1995     MONUMENTED       TWT
 AB8766  HISTORY     - 20050509 GOOD             GEOCAC
 AB8766  HISTORY     - 20080508 GOOD             NJGS
 AB8766  HISTORY     - 20241017 GOOD             AAAS
 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.
 AB8766
 AB8766                          STATION RECOVERY (2008)
 AB8766
 AB8766'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 AB8766'RECOVERED AS DESCRIBED.
 AB8766
 AB8766                          STATION RECOVERY (2024)
 AB8766
 AB8766'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 AB8766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8747 ***********************************************************************
 AB8747  DESIGNATION -  BC 21
 AB8747  PID         -  AB8747
 AB8747  STATE/COUNTY-  NJ/BURLINGTON
 AB8747  COUNTRY     -  US
 AB8747  USGS QUAD   -  BRISTOL (2019)
 AB8747
 AB8747                         *CURRENT SURVEY CONTROL
 AB8747  ______________________________________________________________________
 AB8747* NAD 83(2011) POSITION- 40 03 01.45212(N) 074 45 49.08513(W)   ADJUSTED
 AB8747* NAD 83(2011) ELLIP HT-   -11.171 (meters)        (06/27/12)   ADJUSTED
 AB8747* NAD 83(2011) EPOCH   -  2010.00
 AB8747* NAVD 88 ORTHO HEIGHT -    21.5   (meters)       71.    (feet) GPS OBS
 AB8747  ______________________________________________________________________
 AB8747  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8747  GEOID HEIGHT    -        -32.974 (meters)                     GEOID93
 AB8747  GEOID HEIGHT    -        -32.667 (meters)                     GEOID18
 AB8747  NAD 83(2011) X  -  1,284,863.318 (meters)                     COMP
 AB8747  NAD 83(2011) Y  - -4,717,247.382 (meters)                     COMP
 AB8747  NAD 83(2011) Z  -  4,082,264.002 (meters)                     COMP
 AB8747  LAPLACE CORR    -          2.48  (seconds)                    DEFLEC18
 AB8747
 AB8747  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8747  Standards:
 AB8747         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8747            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8747  -------------------------------------------------------------------
 AB8747  NETWORK    0.43   0.78           0.19   0.16   0.40      0.00874433
 AB8747  -------------------------------------------------------------------
 AB8747  Click here for local accuracies and other accuracy information.
 AB8747
 AB8747.The horizontal coordinates were established by GPS observations
 AB8747.and adjusted by the National Geodetic Survey in June 2012.
 AB8747
 AB8747.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8747.been affixed to the stable North American tectonic plate. See 
 AB8747.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8747
 AB8747.The horizontal coordinates are valid at the epoch date displayed above
 AB8747.which is a decimal equivalence of Year/Month/Day.
 AB8747
 AB8747.The orthometric height was determined by GPS observations and a
 AB8747.high-resolution geoid model.
 AB8747
 AB8747.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8747.GEOID18 height accuracy estimate available here.
 AB8747
 AB8747.Click photographs - Photos may exist for this station.
 AB8747
 AB8747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8747
 AB8747.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8747
 AB8747.The ellipsoidal height was determined by GPS observations
 AB8747.and is referenced to NAD 83.
 AB8747
 AB8747. The following values were computed from the NAD 83(2011) position.
 AB8747
 AB8747;                    North         East     Units Scale Factor Converg.
 AB8747;SPC NJ       -   135,143.692   127,506.008   MT  0.99990623   -0 10 10.7
 AB8747;SPC NJ       -   443,383.93    418,325.96   sFT  0.99990623   -0 10 10.7
 AB8747;UTM  18      - 4,433,378.283   520,161.234   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2016133378(NAD 83)
 AB8747
 AB8747                          SUPERSEDED SURVEY CONTROL
 AB8747
 AB8747  NAD 83(2007)-  40 03 01.45254(N)    074 45 49.08576(W) AD(2002.00) 0
 AB8747  ELLIP H (02/10/07)  -11.165  (m)                       GP(2002.00)    
 AB8747  ELLIP H (10/23/02)  -11.130  (m)                       GP(       ) 4 1
 AB8747  NAD 83(1996)-  40 03 01.45246(N)    074 45 49.08579(W) AD(       ) 1
 AB8747  ELLIP H (05/14/99)  -11.138  (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)  -11.170  (m)                       GP(       ) 2 1
 AB8747
 AB8747.Superseded values are not recommended for survey control.
 AB8747
 AB8747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8747.See file dsdata.pdf to determine how the superseded data were derived.
 AB8747
 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 = JULY 24, 2026 22:12:30 EDT
 AB8748 ***********************************************************************
 AB8748  DESIGNATION -  BC 22
 AB8748  PID         -  AB8748
 AB8748  STATE/COUNTY-  NJ/BURLINGTON
 AB8748  COUNTRY     -  US
 AB8748  USGS QUAD   -  NEW EGYPT (2019)
 AB8748
 AB8748                         *CURRENT SURVEY CONTROL
 AB8748  ______________________________________________________________________
 AB8748* NAD 83(2011) POSITION- 40 04 41.48741(N) 074 35 31.07463(W)   ADJUSTED
 AB8748* NAD 83(2011) ELLIP HT-    14.763 (meters)        (06/27/12)   ADJUSTED
 AB8748* NAD 83(2011) EPOCH   -  2010.00
 AB8748* NAVD 88 ORTHO HEIGHT -    47.3   (meters)      155.    (feet) GPS OBS
 AB8748  ______________________________________________________________________
 AB8748  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8748  GEOID HEIGHT    -        -32.797 (meters)                     GEOID93
 AB8748  GEOID HEIGHT    -        -32.509 (meters)                     GEOID18
 AB8748  NAD 83(2011) X  -  1,298,468.975 (meters)                     COMP
 AB8748  NAD 83(2011) Y  - -4,711,481.099 (meters)                     COMP
 AB8748  NAD 83(2011) Z  -  4,084,642.036 (meters)                     COMP
 AB8748  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 AB8748
 AB8748  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8748  Standards:
 AB8748         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8748            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8748  -------------------------------------------------------------------
 AB8748  NETWORK    0.36   0.67           0.16   0.13   0.34     -0.02016181
 AB8748  -------------------------------------------------------------------
 AB8748  Click here for local accuracies and other accuracy information.
 AB8748
 AB8748.The horizontal coordinates were established by GPS observations
 AB8748.and adjusted by the National Geodetic Survey in June 2012.
 AB8748
 AB8748.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8748.been affixed to the stable North American tectonic plate. See 
 AB8748.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8748
 AB8748.The horizontal coordinates are valid at the epoch date displayed above
 AB8748.which is a decimal equivalence of Year/Month/Day.
 AB8748
 AB8748.The orthometric height was determined by GPS observations and a
 AB8748.high-resolution geoid model.
 AB8748
 AB8748.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8748.GEOID18 height accuracy estimate available here.
 AB8748
 AB8748.Click photographs - Photos may exist for this station.
 AB8748
 AB8748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8748
 AB8748.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8748
 AB8748.The ellipsoidal height was determined by GPS observations
 AB8748.and is referenced to NAD 83.
 AB8748
 AB8748. The following values were computed from the NAD 83(2011) position.
 AB8748
 AB8748;                    North         East     Units Scale Factor Converg.
 AB8748;SPC NJ       -   138,199.555   142,156.488   MT  0.99990076   -0 03 33.2
 AB8748;SPC NJ       -   453,409.71    466,391.74   sFT  0.99990076   -0 03 33.2
 AB8748;UTM  18      - 4,436,515.466   534,790.022   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3479036515(NAD 83)
 AB8748
 AB8748                          SUPERSEDED SURVEY CONTROL
 AB8748
 AB8748  NAD 83(2007)-  40 04 41.48785(N)    074 35 31.07528(W) AD(2002.00) 0
 AB8748  ELLIP H (02/10/07)   14.769  (m)                       GP(2002.00)    
 AB8748  ELLIP H (10/23/02)   14.799  (m)                       GP(       ) 4 1
 AB8748  NAD 83(1996)-  40 04 41.48773(N)    074 35 31.07527(W) AD(       ) 1
 AB8748  ELLIP H (05/14/99)   14.784  (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)   14.750  (m)                       GP(       ) 2 1
 AB8748
 AB8748.Superseded values are not recommended for survey control.
 AB8748
 AB8748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8748.See file dsdata.pdf to determine how the superseded data were derived.
 AB8748
 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 = JULY 24, 2026 22:12:30 EDT
 AB8749 ***********************************************************************
 AB8749  DESIGNATION -  BC 23
 AB8749  PID         -  AB8749
 AB8749  STATE/COUNTY-  NJ/BURLINGTON
 AB8749  COUNTRY     -  US
 AB8749  USGS QUAD   -  COLUMBUS (2016)
 AB8749
 AB8749                         *CURRENT SURVEY CONTROL
 AB8749  ______________________________________________________________________
 AB8749* NAD 83(2011) POSITION- 40 05 46.85713(N) 074 42 44.91947(W)   ADJUSTED
 AB8749* NAD 83(2011) ELLIP HT-    -1.365 (meters)        (06/27/12)   ADJUSTED
 AB8749* NAD 83(2011) EPOCH   -  2010.00
 AB8749* NAVD 88 ORTHO HEIGHT -    31.3   (meters)      103.    (feet) GPS OBS
 AB8749  ______________________________________________________________________
 AB8749  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8749  GEOID HEIGHT    -        -32.968 (meters)                     GEOID93
 AB8749  GEOID HEIGHT    -        -32.671 (meters)                     GEOID18
 AB8749  NAD 83(2011) X  -  1,288,210.685 (meters)                     COMP
 AB8749  NAD 83(2011) Y  - -4,712,937.479 (meters)                     COMP
 AB8749  NAD 83(2011) Z  -  4,086,174.194 (meters)                     COMP
 AB8749  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC18
 AB8749
 AB8749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8749  Standards:
 AB8749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8749  -------------------------------------------------------------------
 AB8749  NETWORK    0.31   0.57           0.14   0.11   0.29      0.04444811
 AB8749  -------------------------------------------------------------------
 AB8749  Click here for local accuracies and other accuracy information.
 AB8749
 AB8749.The horizontal coordinates were established by GPS observations
 AB8749.and adjusted by the National Geodetic Survey in June 2012.
 AB8749
 AB8749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8749.been affixed to the stable North American tectonic plate. See 
 AB8749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8749
 AB8749.The horizontal coordinates are valid at the epoch date displayed above
 AB8749.which is a decimal equivalence of Year/Month/Day.
 AB8749
 AB8749.The orthometric height was determined by GPS observations and a
 AB8749.high-resolution geoid model.
 AB8749
 AB8749.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8749.GEOID18 height accuracy estimate available here.
 AB8749
 AB8749.Click photographs - Photos may exist for this station.
 AB8749
 AB8749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8749
 AB8749.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8749
 AB8749.The ellipsoidal height was determined by GPS observations
 AB8749.and is referenced to NAD 83.
 AB8749
 AB8749. The following values were computed from the NAD 83(2011) position.
 AB8749
 AB8749;                    North         East     Units Scale Factor Converg.
 AB8749;SPC NJ       -   140,233.162   131,883.048   MT  0.99990404   -0 08 12.7
 AB8749;SPC NJ       -   460,081.63    432,686.30   sFT  0.99990404   -0 08 12.7
 AB8749;UTM  18      - 4,438,490.734   524,508.311   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2450838490(NAD 83)
 AB8749
 AB8749                          SUPERSEDED SURVEY CONTROL
 AB8749
 AB8749  NAD 83(2007)-  40 05 46.85760(N)    074 42 44.92013(W) AD(2002.00) 0
 AB8749  ELLIP H (02/10/07)   -1.361  (m)                       GP(2002.00)    
 AB8749  ELLIP H (10/23/02)   -1.327  (m)                       GP(       ) 4 1
 AB8749  NAD 83(1996)-  40 05 46.85759(N)    074 42 44.92017(W) AD(       ) 1
 AB8749  ELLIP H (05/14/99)   -1.336  (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)   -1.371  (m)                       GP(       ) 2 1
 AB8749
 AB8749.Superseded values are not recommended for survey control.
 AB8749
 AB8749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8749.See file dsdata.pdf to determine how the superseded data were derived.
 AB8749
 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 - October 30, 2006
 AB8749
 AB8749  HISTORY     - Date     Condition        Report By
 AB8749  HISTORY     - 1995     MONUMENTED       TWT
 AB8749  HISTORY     - 20061030 GOOD             NJDT
 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.
 AB8749
 AB8749                          STATION RECOVERY (2006)
 AB8749
 AB8749'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (JFL)
 AB8749'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8767 ***********************************************************************
 AB8767  DESIGNATION -  BC 24
 AB8767  PID         -  AB8767
 AB8767  STATE/COUNTY-  NJ/BURLINGTON
 AB8767  COUNTRY     -  US
 AB8767  USGS QUAD   -  COLUMBUS (2016)
 AB8767
 AB8767                         *CURRENT SURVEY CONTROL
 AB8767  ______________________________________________________________________
 AB8767* NAD 83(2011) POSITION- 40 06 57.36195(N) 074 38 33.53498(W)   ADJUSTED
 AB8767* NAD 83(2011) ELLIP HT-    -6.339 (meters)        (06/27/12)   ADJUSTED
 AB8767* NAD 83(2011) EPOCH   -  2010.00
 AB8767* NAVD 88 ORTHO HEIGHT -    26.3   (meters)       86.    (feet) GPS OBS
 AB8767  ______________________________________________________________________
 AB8767  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8767  GEOID HEIGHT    -        -32.885 (meters)                     GEOID93
 AB8767  GEOID HEIGHT    -        -32.601 (meters)                     GEOID18
 AB8767  NAD 83(2011) X  -  1,293,581.583 (meters)                     COMP
 AB8767  NAD 83(2011) Y  - -4,710,009.431 (meters)                     COMP
 AB8767  NAD 83(2011) Z  -  4,087,834.250 (meters)                     COMP
 AB8767  LAPLACE CORR    -          3.06  (seconds)                    DEFLEC18
 AB8767
 AB8767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8767  Standards:
 AB8767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8767  -------------------------------------------------------------------
 AB8767  NETWORK    0.33   0.63           0.15   0.12   0.32     -0.00910189
 AB8767  -------------------------------------------------------------------
 AB8767  Click here for local accuracies and other accuracy information.
 AB8767
 AB8767.The horizontal coordinates were established by GPS observations
 AB8767.and adjusted by the National Geodetic Survey in June 2012.
 AB8767
 AB8767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8767.been affixed to the stable North American tectonic plate. See 
 AB8767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8767
 AB8767.The horizontal coordinates are valid at the epoch date displayed above
 AB8767.which is a decimal equivalence of Year/Month/Day.
 AB8767
 AB8767.The orthometric height was determined by GPS observations and a
 AB8767.high-resolution geoid model.
 AB8767
 AB8767.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8767.GEOID18 height accuracy estimate available here.
 AB8767
 AB8767.Click photographs - Photos may exist for this station.
 AB8767
 AB8767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8767
 AB8767.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8767
 AB8767.The ellipsoidal height was determined by GPS observations
 AB8767.and is referenced to NAD 83.
 AB8767
 AB8767. The following values were computed from the NAD 83(2011) position.
 AB8767
 AB8767;                    North         East     Units Scale Factor Converg.
 AB8767;SPC NJ       -   142,395.678   137,840.525   MT  0.99990182   -0 05 30.9
 AB8767;SPC NJ       -   467,176.49    452,231.79   sFT  0.99990182   -0 05 30.9
 AB8767;UTM  18      - 4,440,686.063   530,451.792   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3045140686(NAD 83)
 AB8767
 AB8767                          SUPERSEDED SURVEY CONTROL
 AB8767
 AB8767  NAD 83(2007)-  40 06 57.36240(N)    074 38 33.53563(W) AD(2002.00) 0
 AB8767  ELLIP H (02/10/07)   -6.334  (m)                       GP(2002.00)    
 AB8767  ELLIP H (10/23/02)   -6.300  (m)                       GP(       ) 4 1
 AB8767  NAD 83(1996)-  40 06 57.36238(N)    074 38 33.53567(W) AD(       ) 1
 AB8767  ELLIP H (05/14/99)   -6.310  (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)   -6.345  (m)                       GP(       ) 2 1
 AB8767
 AB8767.Superseded values are not recommended for survey control.
 AB8767
 AB8767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8767.See file dsdata.pdf to determine how the superseded data were derived.
 AB8767
 AB8767_MARKER: DH = HORIZONTAL CONTROL DISK
 AB8767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8767_STAMPING: BC 24
 AB8767_MARK LOGO: NJ05ED
 AB8767_PROJECTION: FLUSH
 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 - August 25, 2020
 AB8767
 AB8767  HISTORY     - Date     Condition        Report By
 AB8767  HISTORY     - 1995     MONUMENTED       TWT
 AB8767  HISTORY     - 20190920 GOOD             NJGS
 AB8767  HISTORY     - 20200825 GOOD             NJGS
 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.
 AB8767
 AB8767                          STATION RECOVERY (2019)
 AB8767
 AB8767'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 AB8767'RECOVERED IN GOOD CONDITION.
 AB8767
 AB8767                          STATION RECOVERY (2020)
 AB8767
 AB8767'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 AB8767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4928 ***********************************************************************
 KV4928  DESIGNATION -  BC BLOOMFIELD USCA 1940
 KV4928  PID         -  KV4928
 KV4928  STATE/COUNTY-  NJ/MONMOUTH
 KV4928  COUNTRY     -  US
 KV4928  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4928
 KV4928                         *CURRENT SURVEY CONTROL
 KV4928  ______________________________________________________________________
 KV4928* NAD 83(1996) POSITION- 40 28 11.63755(N) 074 00 11.08206(W)   ADJUSTED
 KV4928* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4928  ______________________________________________________________________
 KV4928  GEOID HEIGHT    -        -32.444 (meters)                     GEOID18
 KV4928  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4928.GEOID18 height accuracy estimate available here.
 KV4928
 KV4928.Click photographs - Photos may exist for this station.
 KV4928
 KV4928.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4928
 KV4928. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8451180390(NAD 83)
 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
 KV4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4928.See file dsdata.pdf to determine how the superseded data were derived.
 KV4928
 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 = JULY 24, 2026 22:12:30 EDT
 KV4934 ***********************************************************************
 KV4934  DESIGNATION -  BC GRANGER 1940
 KV4934  PID         -  KV4934
 KV4934  STATE/COUNTY-  NJ/MONMOUTH
 KV4934  COUNTRY     -  US
 KV4934  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4934
 KV4934                         *CURRENT SURVEY CONTROL
 KV4934  ______________________________________________________________________
 KV4934* NAD 83(1996) POSITION- 40 27 51.73550(N) 074 00 02.25647(W)   ADJUSTED
 KV4934* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4934  ______________________________________________________________________
 KV4934  GEOID HEIGHT    -        -32.457 (meters)                     GEOID18
 KV4934  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4934.GEOID18 height accuracy estimate available here.
 KV4934
 KV4934.Click photographs - Photos may exist for this station.
 KV4934
 KV4934.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4934
 KV4934. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4934:SPC NJ       -  SAND 1940                                043 48 57.9
 KV4934:UTM  18      -  SAND 1940                                043 29 29.6
 KV4934
 KV4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8472679779(NAD 83)
 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
 KV4934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4934.See file dsdata.pdf to determine how the superseded data were derived.
 KV4934
 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 = JULY 24, 2026 22:12:30 EDT
 KV4926 ***********************************************************************
 KV4926  DESIGNATION -  BC HALLECK 1940
 KV4926  PID         -  KV4926
 KV4926  STATE/COUNTY-  NJ/MONMOUTH
 KV4926  COUNTRY     -  US
 KV4926  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4926
 KV4926                         *CURRENT SURVEY CONTROL
 KV4926  ______________________________________________________________________
 KV4926* NAD 83(1996) POSITION- 40 28 13.67336(N) 074 00 13.28798(W)   ADJUSTED
 KV4926* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4926  ______________________________________________________________________
 KV4926  GEOID HEIGHT    -        -32.442 (meters)                     GEOID18
 KV4926  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4926.GEOID18 height accuracy estimate available here.
 KV4926
 KV4926.Click photographs - Photos may exist for this station.
 KV4926
 KV4926.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4926
 KV4926. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8445880452(NAD 83)
 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
 KV4926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4926.See file dsdata.pdf to determine how the superseded data were derived.
 KV4926
 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 = JULY 24, 2026 22:12:30 EDT
 KU2827 ***********************************************************************
 KU2827  DESIGNATION -  BC KINGMAN USCA 1940
 KU2827  PID         -  KU2827
 KU2827  STATE/COUNTY-  NJ/MONMOUTH
 KU2827  COUNTRY     -  US
 KU2827  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2827
 KU2827                         *CURRENT SURVEY CONTROL
 KU2827  ______________________________________________________________________
 KU2827* NAD 83(1996) POSITION- 40 26 16.58731(N) 073 59 30.52789(W)   ADJUSTED
 KU2827* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2827  ______________________________________________________________________
 KU2827  GEOID HEIGHT    -        -32.513 (meters)                     GEOID18
 KU2827  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2827.GEOID18 height accuracy estimate available here.
 KU2827
 KU2827.Click photographs - Photos may exist for this station.
 KU2827
 KU2827.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2827
 KU2827. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000484  x   0.99992287  =   0.99992771
 KU2827!UTM  18      -   1.00000484  x   0.99969000  =   0.99969484
 KU2827
 KU2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8550676854(NAD 83)
 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
 KU2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2827.See file dsdata.pdf to determine how the superseded data were derived.
 KU2827
 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 = JULY 24, 2026 22:12:30 EDT
 KV4919 ***********************************************************************
 KV4919  DESIGNATION -  BC PECK USCA
 KV4919  PID         -  KV4919
 KV4919  STATE/COUNTY-  NJ/MONMOUTH
 KV4919  COUNTRY     -  US
 KV4919  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4919
 KV4919                         *CURRENT SURVEY CONTROL
 KV4919  ______________________________________________________________________
 KV4919* NAD 83(1996) POSITION- 40 28 17.10423(N) 074 00 20.66577(W)   ADJUSTED
 KV4919* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4919  ______________________________________________________________________
 KV4919  GEOID HEIGHT    -        -32.437 (meters)                     GEOID18
 KV4919  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4919.GEOID18 height accuracy estimate available here.
 KV4919
 KV4919.Click photographs - Photos may exist for this station.
 KV4919
 KV4919.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4919
 KV4919. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4919:SPC NJ       -  SIMPSON                                  213 57 30.5
 KV4919:UTM  18      -  SIMPSON                                  213 38 02.0
 KV4919
 KV4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8428380556(NAD 83)
 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
 KV4919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4919.See file dsdata.pdf to determine how the superseded data were derived.
 KV4919
 KV4919_MARKER: DD = SURVEY DISK
 KV4919_SETTING: 0 = UNSPECIFIED SETTING
 KV4919_STAMPING: BC PECK 1940
 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 = JULY 24, 2026 22:12:30 EDT
 KV4929 ***********************************************************************
 KV4929  DESIGNATION -  BC RICHARDSON 1940
 KV4929  PID         -  KV4929
 KV4929  STATE/COUNTY-  NJ/MONMOUTH
 KV4929  COUNTRY     -  US
 KV4929  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4929
 KV4929                         *CURRENT SURVEY CONTROL
 KV4929  ______________________________________________________________________
 KV4929* NAD 83(1996) POSITION- 40 28 09.59343(N) 074 00 08.65373(W)   ADJUSTED
 KV4929* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4929  ______________________________________________________________________
 KV4929  GEOID HEIGHT    -        -32.446 (meters)                     GEOID18
 KV4929  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4929.GEOID18 height accuracy estimate available here.
 KV4929
 KV4929.Click photographs - Photos may exist for this station.
 KV4929
 KV4929.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4929
 KV4929. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8456980328(NAD 83)
 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
 KV4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4929.See file dsdata.pdf to determine how the superseded data were derived.
 KV4929
 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 = JULY 24, 2026 22:12:30 EDT
 JU2753 ***********************************************************************
 JU2753  DESIGNATION -  BCG
 JU2753  PID         -  JU2753
 JU2753  STATE/COUNTY-  NJ/ATLANTIC
 JU2753  COUNTRY     -  US
 JU2753  USGS QUAD   -  BRIGANTINE INLET (2019)
 JU2753
 JU2753                         *CURRENT SURVEY CONTROL
 JU2753  ______________________________________________________________________
 JU2753* NAD 83(1996) POSITION- 39 25 42.75194(N) 074 20 24.83820(W)   ADJUSTED
 JU2753* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2753  ______________________________________________________________________
 JU2753  GEOID HEIGHT    -        -34.244 (meters)                     GEOID18
 JU2753  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2753.GEOID18 height accuracy estimate available here.
 JU2753
 JU2753.Click photographs - Photos may exist for this station.
 JU2753
 JU2753.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2753
 JU2753. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000512  x   0.99990233  =   0.99990745
 JU2753!UTM  18      -   1.00000512  x   0.99963970  =   0.99964482
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5678464541(NAD 83)
 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
 JU2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2753.See file dsdata.pdf to determine how the superseded data were derived.
 JU2753
 JU2753_MARKER: DS = TRIANGULATION STATION DISK
 JU2753_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2753_SP_SET: TOWER FLOOR
 JU2753_STAMPING: BCG 1931
 JU2753_MARK LOGO: CGS
 JU2753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2753+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU3388 ***********************************************************************
 JU3388  DESIGNATION -  BEACH
 JU3388  PID         -  JU3388
 JU3388  STATE/COUNTY-  NJ/CUMBERLAND
 JU3388  COUNTRY     -  US
 JU3388  USGS QUAD   -  BEN DAVIS POINT (2019)
 JU3388
 JU3388                         *CURRENT SURVEY CONTROL
 JU3388  ______________________________________________________________________
 JU3388* NAD 83(1996) POSITION- 39 19 14.15699(N) 075 19 12.91176(W)   ADJUSTED
 JU3388* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3388  ______________________________________________________________________
 JU3388  GEOID HEIGHT    -        -34.031 (meters)                     GEOID18
 JU3388  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3388.GEOID18 height accuracy estimate available here.
 JU3388
 JU3388.Click photographs - Photos may exist for this station.
 JU3388
 JU3388.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3388
 JU3388. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000523  x   0.99960938  =   0.99961461
 JU3388
 JU3388:                Primary Azimuth Mark                     Grid Az
 JU3388:SPC NJ       -  SHIP JOHN SHOAL LIGHT                    251 17 29.0
 JU3388:UTM  18      -  SHIP JOHN SHOAL LIGHT                    250 58 28.4
 JU3388
 JU3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7239452403(NAD 83)
 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
 JU3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3388.See file dsdata.pdf to determine how the superseded data were derived.
 JU3388
 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 = JULY 24, 2026 22:12:30 EDT
 JU0181 ***********************************************************************
 JU0181  DESIGNATION -  BEACH ARLINGTON RM 3
 JU0181  PID         -  JU0181
 JU0181  STATE/COUNTY-  NJ/OCEAN
 JU0181  COUNTRY     -  US
 JU0181  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0181
 JU0181                         *CURRENT SURVEY CONTROL
 JU0181  ______________________________________________________________________
 JU0181* NAD 83(1986) POSITION- 39 38 41.48   (N) 074 10 52.17   (W)   HD_HELD1
 JU0181* NAVD 88 ORTHO HEIGHT -     0.909 (meters)        2.98  (feet) ADJUSTED
 JU0181  ______________________________________________________________________
 JU0181  GEOID HEIGHT    -        -33.584 (meters)                     GEOID18
 JU0181  DYNAMIC HEIGHT  -          0.909 (meters)        2.98  (feet) COMP
 JU0181  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 JU0181
 JU0181  VERT ORDER      -  FIRST     CLASS I
 JU0181
 JU0181.The horizontal coordinates were determined by differentially corrected
 JU0181.hand held GPS observations or other comparable positioning techniques
 JU0181.and have an estimated accuracy of +/- 3 meters.
 JU0181
 JU0181.The orthometric height was determined by differential leveling and
 JU0181.adjusted by the NATIONAL GEODETIC SURVEY
 JU0181.in April 1997.
 JU0181
 JU0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0181.GEOID18 height accuracy estimate available here.
 JU0181
 JU0181.Click photographs - Photos may exist for this station.
 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       -    90,134.8     177,364.9     MT  (+/- 3 meters HH1 GPS) 
 JU0181
 JU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7025788661(NAD 83)
 JU0181
 JU0181                          SUPERSEDED SURVEY CONTROL
 JU0181
 JU0181  NAVD 88 (06/15/91)    0.934  (m)            3.06   (f) SUPERSEDED  1 1
 JU0181  NGVD 29 (11/26/84)    1.316  (m)            4.32   (f) ADJUSTED    1 1
 JU0181
 JU0181.Superseded values are not recommended for survey control.
 JU0181
 JU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0181.See file dsdata.pdf to determine how the superseded data were derived.
 JU0181
 JU0181_STAMPING: BEACH ARLINGTON NO 3 1932
 JU0181_MARK LOGO: CGS
 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  HISTORY     - 20190129 MARK NOT FOUND   NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU0181
 JU0181                          STATION RECOVERY (2019)
 JU0181
 JU0181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0181'NOT FOUND, MISSING TIES, THE INTERSECTION OF CENTRAL AVENUE AND 17TH
 JU0181'STREET LOOKS LIKE IT MAY HAVE BEEN RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0182 ***********************************************************************
 JU0182  DESIGNATION -  BEACH ARLINGTON RM 2
 JU0182  PID         -  JU0182
 JU0182  STATE/COUNTY-  NJ/OCEAN
 JU0182  COUNTRY     -  US
 JU0182  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0182
 JU0182                         *CURRENT SURVEY CONTROL
 JU0182  ______________________________________________________________________
 JU0182* NAD 83(1986) POSITION- 39 38 49.51   (N) 074 11 07.69   (W)   HD_HELD1
 JU0182* NAVD 88 ORTHO HEIGHT -     1.051 (meters)        3.45  (feet) ADJUSTED
 JU0182  ______________________________________________________________________
 JU0182  GEOID HEIGHT    -        -33.567 (meters)                     GEOID18
 JU0182  DYNAMIC HEIGHT  -          1.050 (meters)        3.44  (feet) COMP
 JU0182  MODELED GRAVITY -    980,150.9   (mgal)                       NAVD 88
 JU0182
 JU0182  VERT ORDER      -  FIRST     CLASS II
 JU0182
 JU0182.The horizontal coordinates were determined by differentially corrected
 JU0182.hand held GPS observations or other comparable positioning techniques
 JU0182.and have an estimated accuracy of +/- 3 meters.
 JU0182
 JU0182.The orthometric height was determined by differential leveling and
 JU0182.adjusted by the NATIONAL GEODETIC SURVEY
 JU0182.in February 2021.
 JU0182
 JU0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0182.GEOID18 height accuracy estimate available here.
 JU0182
 JU0182.Click photographs - Photos may exist for this station.
 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       -    90,381.1     176,994.1     MT  (+/- 3 meters HH1 GPS) 
 JU0182
 JU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6988588905(NAD 83)
 JU0182
 JU0182                          SUPERSEDED SURVEY CONTROL
 JU0182
 JU0182  NAVD 88 (04/25/97)    1.056  (m)            3.46   (f) SUPERSEDED  1 1
 JU0182  NAVD 88 (06/15/91)    1.090  (m)            3.58   (f) SUPERSEDED  1 1
 JU0182  NGVD 29 (11/26/84)    1.471  (m)            4.83   (f) ADJUSTED    1 1
 JU0182
 JU0182.Superseded values are not recommended for survey control.
 JU0182
 JU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0182.See file dsdata.pdf to determine how the superseded data were derived.
 JU0182
 JU0182_MARKER: DR = REFERENCE MARK DISK
 JU0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0182_STAMPING: BEACH ARLINGTON NO 2 1932
 JU0182_MARK LOGO: CGS
 JU0182_PROJECTION: FLUSH
 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 - September 02, 2020
 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  HISTORY     - 20190129 GOOD             NJGS
 JU0182  HISTORY     - 20200902 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU0182
 JU0182                          STATION RECOVERY (2019)
 JU0182
 JU0182'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0182'RECOVERED IN GOOD CONDITION.
 JU0182
 JU0182                          STATION RECOVERY (2020)
 JU0182
 JU0182'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0182'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF BEACH
 JU0182'HAVEN, 6.6 MI (10.6 KM) EAST OF WEST CREEK AND IN THE TOWN OF SHIP
 JU0182'BOTTOM, NEW JERSEY.
 JU0182'
 JU0182'TO REACH FROM THE INTERSECTION OF LONG BEACH BOULEVARD (COUNTY ROUTE
 JU0182'607) AND 17 EAST STREET, GO 0.35 MI (0.56 KM) WEST-NORTHWEST ON W 17TH
 JU0182'STREET TO THE STATION ON THE RIGHT BETWWEN HOUSES 325 AND 321.
 JU0182'
 JU0182'IT IS ABOUT 370 FT (112.8 M) EAST-NORTHEAST OF THE CENTERLINE OF
 JU0182'BARNEGAT AVENUE, 2 FT (0.6 M) NORTH-NORTHEAST OF THE CURB, 72.8 FT
 JU0182'(22.2 M) WEST-NORTHWEST OF POLE NUMBER 12213, 2.4 FT (0.7 M)
 JU0182'EAST-SOUTHEAST OF POLE NUMBER P7085, 145 FT (44.2 M) EAST-SOUTHEAST OF
 JU0182'THE CENTERLINE OF BAY TERRACE, 64 FT (19.5 M) SOUTHEAST OF A FIRE
 JU0182'HYDRANT.  FLUSH IN THE LANDSCAPED GRAVEL FRONT YARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0184 ***********************************************************************
 JU0184  DESIGNATION -  BEACH ARLINGTON RM 1
 JU0184  PID         -  JU0184
 JU0184  STATE/COUNTY-  NJ/OCEAN
 JU0184  COUNTRY     -  US
 JU0184  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0184
 JU0184                         *CURRENT SURVEY CONTROL
 JU0184  ______________________________________________________________________
 JU0184* NAD 83(1986) POSITION- 39 38 39.94   (N) 074 10 52.35   (W)   HD_HELD1
 JU0184* NAVD 88 ORTHO HEIGHT -     1.744 (meters)        5.72  (feet) ADJUSTED
 JU0184  ______________________________________________________________________
 JU0184  GEOID HEIGHT    -        -33.585 (meters)                     GEOID18
 JU0184  DYNAMIC HEIGHT  -          1.744 (meters)        5.72  (feet) COMP
 JU0184  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 JU0184
 JU0184  VERT ORDER      -  FIRST     CLASS I
 JU0184
 JU0184.The horizontal coordinates were determined by differentially corrected
 JU0184.hand held GPS observations or other comparable positioning techniques
 JU0184.and have an estimated accuracy of +/- 3 meters.
 JU0184
 JU0184.The orthometric height was determined by differential leveling and
 JU0184.adjusted by the NATIONAL GEODETIC SURVEY
 JU0184.in June 1991.
 JU0184
 JU0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0184.GEOID18 height accuracy estimate available here.
 JU0184
 JU0184.Click photographs - Photos may exist for this station.
 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       -    90,087.3     177,360.8     MT  (+/- 3 meters HH1 GPS) 
 JU0184
 JU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7025388613(NAD 83)
 JU0184
 JU0184                          SUPERSEDED SURVEY CONTROL
 JU0184
 JU0184  NGVD 29 (11/26/84)    2.127  (m)            6.98   (f) ADJUSTED    1 1
 JU0184
 JU0184.Superseded values are not recommended for survey control.
 JU0184
 JU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0184.See file dsdata.pdf to determine how the superseded data were derived.
 JU0184
 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 = JULY 24, 2026 22:12:30 EDT
 JU2672 ***********************************************************************
 JU2672  DESIGNATION -  BEACH HAVEN
 JU2672  PID         -  JU2672
 JU2672  STATE/COUNTY-  NJ/OCEAN
 JU2672  COUNTRY     -  US
 JU2672  USGS QUAD   -  BEACH HAVEN (2019)
 JU2672
 JU2672                         *CURRENT SURVEY CONTROL
 JU2672  ______________________________________________________________________
 JU2672* NAD 83(1996) POSITION- 39 33 47.76602(N) 074 14 30.31923(W)   ADJUSTED
 JU2672* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2672  ______________________________________________________________________
 JU2672  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 JU2672  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2672.GEOID18 height accuracy estimate available here.
 JU2672
 JU2672.Click photographs - Photos may exist for this station.
 JU2672
 JU2672.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2672
 JU2672. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2672:SPC NJ       -  GRETNA                                   280 42 47.0
 JU2672:UTM  18      -  GRETNA                                   280 23 40.4
 JU2672
 JU2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6513479560(NAD 83)
 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 2805239.1 |
 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
 JU2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2672.See file dsdata.pdf to determine how the superseded data were derived.
 JU2672
 JU2672_MARKER: DS = TRIANGULATION STATION DISK
 JU2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2672_STAMPING: BEACH HAVEN 1932
 JU2672_MARK LOGO: CGS
 JU2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2672+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU0205 ***********************************************************************
 JU0205  DESIGNATION -  BEACH HAVEN 2
 JU0205  PID         -  JU0205
 JU0205  STATE/COUNTY-  NJ/OCEAN
 JU0205  COUNTRY     -  US
 JU0205  USGS QUAD   -  BEACH HAVEN (2019)
 JU0205
 JU0205                         *CURRENT SURVEY CONTROL
 JU0205  ______________________________________________________________________
 JU0205* NAD 83(1996) POSITION- 39 33 47.32725(N) 074 14 32.34326(W)   ADJUSTED
 JU0205* NAVD 88 ORTHO HEIGHT -     1.029 (meters)        3.38  (feet) ADJUSTED
 JU0205  ______________________________________________________________________
 JU0205  GEOID HEIGHT    -        -33.814 (meters)                     GEOID18
 JU0205  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 JU0205  DYNAMIC HEIGHT  -          1.029 (meters)        3.38  (feet) COMP
 JU0205  MODELED GRAVITY -    980,136.2   (mgal)                       NAVD 88
 JU0205
 JU0205  HORZ ORDER      -  SECOND
 JU0205  VERT ORDER      -  FIRST     CLASS II
 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 and
 JU0205.adjusted by the NATIONAL GEODETIC SURVEY
 JU0205.in February 2021.
 JU0205
 JU0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0205.GEOID18 height accuracy estimate available here.
 JU0205
 JU0205.Click photographs - Photos may exist for this station.
 JU0205
 JU0205.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU0205:SPC NJ       -  BEACH HAVEN AZ MK 2                      028 05 20.9
 JU0205:UTM  18      -  BEACH HAVEN AZ MK 2                      027 46 14.4
 JU0205
 JU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6508679546(NAD 83)
 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 (05/25/11)    1.021  (m)            3.35   (f) SUPERSEDED  1 1
 JU0205  NAVD 88 (04/25/97)    1.031  (m)            3.38   (f) SUPERSEDED  1 1
 JU0205  NAVD 88 (06/15/91)    1.099  (m)            3.61   (f) SUPERSEDED  1 1
 JU0205  NGVD 29               1.48   (m)            4.9    (f) LEVELING    3  
 JU0205  NGVD 29 (11/26/84)    1.481  (m)            4.86   (f) ADJUSTED    1 1
 JU0205
 JU0205.Superseded values are not recommended for survey control.
 JU0205
 JU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0205.See file dsdata.pdf to determine how the superseded data were derived.
 JU0205
 JU0205_MARKER: DS = TRIANGULATION STATION DISK
 JU0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0205_STAMPING: BEACH HAVEN 2 1962
 JU0205_MARK LOGO: CGS
 JU0205_PROJECTION: RECESSED 15 CENTIMETERS
 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 - September 28, 2020
 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  HISTORY     - 20060411 GOOD             NJGS
 JU0205  HISTORY     - 20200928 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.
 JU0205
 JU0205                          STATION RECOVERY (2006)
 JU0205
 JU0205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU0205'RECOVERED AS DESCRIBED
 JU0205
 JU0205                          STATION RECOVERY (2020)
 JU0205
 JU0205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0205'RECOVERED IN GOOD CONDITION.
 JU0205'
 JU0205'NOTE-THE BOX COVER IS MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0206 ***********************************************************************
 JU0206  DESIGNATION -  BEACH HAVEN 2 RM 4
 JU0206  PID         -  JU0206
 JU0206  STATE/COUNTY-  NJ/OCEAN
 JU0206  COUNTRY     -  US
 JU0206  USGS QUAD   -  BEACH HAVEN (2019)
 JU0206
 JU0206                         *CURRENT SURVEY CONTROL
 JU0206  ______________________________________________________________________
 JU0206* NAD 83(1986) POSITION- 39 33 46.84   (N) 074 14 31.53   (W)   HD_HELD1
 JU0206* NAVD 88 ORTHO HEIGHT -     1.126 (meters)        3.69  (feet) ADJUSTED
 JU0206  ______________________________________________________________________
 JU0206  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 JU0206  DYNAMIC HEIGHT  -          1.126 (meters)        3.69  (feet) COMP
 JU0206  MODELED GRAVITY -    980,136.1   (mgal)                       NAVD 88
 JU0206
 JU0206  VERT ORDER      -  FIRST     CLASS I
 JU0206
 JU0206.The horizontal coordinates were determined by differentially corrected
 JU0206.hand held GPS observations or other comparable positioning techniques
 JU0206.and have an estimated accuracy of +/- 3 meters.
 JU0206
 JU0206.The orthometric height was determined by differential leveling and
 JU0206.adjusted by the NATIONAL GEODETIC SURVEY
 JU0206.in June 1991.
 JU0206
 JU0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0206.GEOID18 height accuracy estimate available here.
 JU0206
 JU0206.Click photographs - Photos may exist for this station.
 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       -    81,032.0     172,161.3     MT  (+/- 3 meters HH1 GPS) 
 JU0206
 JU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6510579531(NAD 83)
 JU0206
 JU0206                          SUPERSEDED SURVEY CONTROL
 JU0206
 JU0206  NGVD 29 (11/26/84)    1.509  (m)            4.95   (f) ADJUSTED    1 1
 JU0206
 JU0206.Superseded values are not recommended for survey control.
 JU0206
 JU0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0206.See file dsdata.pdf to determine how the superseded data were derived.
 JU0206
 JU0206_MARKER: DR = REFERENCE MARK DISK
 JU0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0206_STAMPING: BEACH HAVEN 2 NO 4 1962
 JU0206_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0203 ***********************************************************************
 JU0203  DESIGNATION -  BEACH HAVEN 2 RM 5
 JU0203  PID         -  JU0203
 JU0203  STATE/COUNTY-  NJ/OCEAN
 JU0203  COUNTRY     -  US
 JU0203  USGS QUAD   -  BEACH HAVEN (2019)
 JU0203
 JU0203                         *CURRENT SURVEY CONTROL
 JU0203  ______________________________________________________________________
 JU0203* NAD 83(1986) POSITION- 39 33 48.55   (N) 074 14 32.32   (W)   HD_HELD1
 JU0203* NAVD 88 ORTHO HEIGHT -     1.055 (meters)        3.46  (feet) ADJUSTED
 JU0203  ______________________________________________________________________
 JU0203  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 JU0203  DYNAMIC HEIGHT  -          1.055 (meters)        3.46  (feet) COMP
 JU0203  MODELED GRAVITY -    980,136.1   (mgal)                       NAVD 88
 JU0203
 JU0203  VERT ORDER      -  FIRST     CLASS II
 JU0203
 JU0203.The horizontal coordinates were determined by differentially corrected
 JU0203.hand held GPS observations or other comparable positioning techniques
 JU0203.and have an estimated accuracy of +/- 3 meters.
 JU0203
 JU0203.The orthometric height was determined by differential leveling and
 JU0203.adjusted by the NATIONAL GEODETIC SURVEY
 JU0203.in February 2021.
 JU0203
 JU0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0203.GEOID18 height accuracy estimate available here.
 JU0203
 JU0203.Click photographs - Photos may exist for this station.
 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       -    81,084.6     172,142.3     MT  (+/- 3 meters HH1 GPS) 
 JU0203
 JU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6508679584(NAD 83)
 JU0203
 JU0203                          SUPERSEDED SURVEY CONTROL
 JU0203
 JU0203  NAVD 88 (04/25/97)    1.054  (m)            3.46   (f) SUPERSEDED  1 1
 JU0203  NAVD 88 (06/15/91)    1.094  (m)            3.59   (f) SUPERSEDED  1 1
 JU0203  NGVD 29 (11/26/84)    1.476  (m)            4.84   (f) ADJUSTED    1 1
 JU0203
 JU0203.Superseded values are not recommended for survey control.
 JU0203
 JU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0203.See file dsdata.pdf to determine how the superseded data were derived.
 JU0203
 JU0203_MARKER: DR = REFERENCE MARK DISK
 JU0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0203_STAMPING: BEACH HAVEN 2 NO 5 1962
 JU0203_MARK LOGO: CGS
 JU0203_PROJECTION: FLUSH
 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 - September 24, 2020
 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  HISTORY     - 20060411 GOOD             NJGS
 JU0203  HISTORY     - 20200924 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.
 JU0203
 JU0203                          STATION RECOVERY (2006)
 JU0203
 JU0203'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU0203'RECOVERED AS DESCRIBED.
 JU0203
 JU0203                          STATION RECOVERY (2020)
 JU0203
 JU0203'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0203'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0202 ***********************************************************************
 JU0202  DESIGNATION -  BEACH HAVEN AZ MK 2
 JU0202  PID         -  JU0202
 JU0202  STATE/COUNTY-  NJ/OCEAN
 JU0202  COUNTRY     -  US
 JU0202  USGS QUAD   -  BEACH HAVEN (2019)
 JU0202
 JU0202                         *CURRENT SURVEY CONTROL
 JU0202  ______________________________________________________________________
 JU0202* NAD 83(1986) POSITION- 39 34 01.39   (N) 074 14 22.58   (W)   HD_HELD1
 JU0202* NAVD 88 ORTHO HEIGHT -     0.993 (meters)        3.26  (feet) ADJUSTED
 JU0202  ______________________________________________________________________
 JU0202  GEOID HEIGHT    -        -33.802 (meters)                     GEOID18
 JU0202  DYNAMIC HEIGHT  -          0.992 (meters)        3.25  (feet) COMP
 JU0202  MODELED GRAVITY -    980,136.3   (mgal)                       NAVD 88
 JU0202
 JU0202  VERT ORDER      -  FIRST     CLASS I
 JU0202
 JU0202.The horizontal coordinates were determined by differentially corrected
 JU0202.hand held GPS observations or other comparable positioning techniques
 JU0202.and have an estimated accuracy of +/- 3 meters.
 JU0202
 JU0202.The orthometric height was determined by differential leveling and
 JU0202.adjusted by the NATIONAL GEODETIC SURVEY
 JU0202.in April 1997.
 JU0202
 JU0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0202.GEOID18 height accuracy estimate available here.
 JU0202
 JU0202.Click photographs - Photos may exist for this station.
 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       -    81,481.3     172,373.7     MT  (+/- 3 meters HH1 GPS) 
 JU0202
 JU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6531579982(NAD 83)
 JU0202
 JU0202                          SUPERSEDED SURVEY CONTROL
 JU0202
 JU0202  NAVD 88 (06/15/91)    1.067  (m)            3.50   (f) SUPERSEDED  1 1
 JU0202  NGVD 29 (11/26/84)    1.449  (m)            4.75   (f) ADJUSTED    1 1
 JU0202
 JU0202.Superseded values are not recommended for survey control.
 JU0202
 JU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0202.See file dsdata.pdf to determine how the superseded data were derived.
 JU0202
 JU0202_MARKER: DZ = AZIMUTH MARK DISK
 JU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0202_STAMPING: BEACH HAVEN 2 1962
 JU0202_MARK LOGO: CGS
 JU0202_PROJECTION: RECESSED 5 CENTIMETERS
 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 - September 25, 2020
 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     - 20060411 GOOD             NJGS
 JU0202  HISTORY     - 20060616 GOOD             GEOCAC
 JU0202  HISTORY     - 20200925 GOOD             NJGS
 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 NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU0202'RECOVERED AS DESCRIBED.
 JU0202
 JU0202                          STATION RECOVERY (2006)
 JU0202
 JU0202'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0202'RECOVERED IN GOOD CONDITION.
 JU0202
 JU0202                          STATION RECOVERY (2020)
 JU0202
 JU0202'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0202'RECOVERED IN GOOD CONDITION.
 JU0202'
 JU0202'NOTE-ADD-THE STATION IS 13 FT (4.0 M) EAST OF A STREET NAME SIGN, 2.2
 JU0202'FT (0.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF AB INLET CURB PIECE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2674 ***********************************************************************
 JU2674  DESIGNATION -  BEACH HAVEN TANK NEW 1975
 JU2674  PID         -  JU2674
 JU2674  STATE/COUNTY-  NJ/OCEAN
 JU2674  COUNTRY     -  US
 JU2674  USGS QUAD   -  BEACH HAVEN (2019)
 JU2674
 JU2674                         *CURRENT SURVEY CONTROL
 JU2674  ______________________________________________________________________
 JU2674* NAD 83(1996) POSITION- 39 33 47.20072(N) 074 14 29.98671(W)   ADJUSTED
 JU2674  ______________________________________________________________________
 JU2674  GEOID HEIGHT    -        -33.815 (meters)                     GEOID18
 JU2674  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2674.GEOID18 height accuracy estimate available here.
 JU2674
 JU2674.Click photographs - Photos may exist for this station.
 JU2674
 JU2674.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2674
 JU2674. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6514279543(NAD 83)
 JU2674
 JU2674                          SUPERSEDED SURVEY CONTROL
 JU2674
 JU2674  NAD 83(1986)-  39 33 47.19270(N)    074 14 29.97945(W) AD(       ) 3
 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
 JU2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2674.See file dsdata.pdf to determine how the superseded data were derived.
 JU2674
 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 = JULY 24, 2026 22:12:30 EDT
 JU2766 ***********************************************************************
 JU2766  DESIGNATION -  BEACH THOROFARE LIGHT 3
 JU2766  PID         -  JU2766
 JU2766  STATE/COUNTY-  NJ/ATLANTIC
 JU2766  COUNTRY     -  US
 JU2766  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2766
 JU2766                         *CURRENT SURVEY CONTROL
 JU2766  ______________________________________________________________________
 JU2766* NAD 83(1996) POSITION- 39 21 11.50971(N) 074 29 37.68375(W)   ADJUSTED
 JU2766* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2766  ______________________________________________________________________
 JU2766  GEOID HEIGHT    -        -34.386 (meters)                     GEOID18
 JU2766  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2766.GEOID18 height accuracy estimate available here.
 JU2766
 JU2766.Click photographs - Photos may exist for this station.
 JU2766
 JU2766.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2766
 JU2766. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000530  x   0.99990000  =   0.99990530
 JU2766!UTM  18      -   1.00000530  x   0.99962342  =   0.99962872
 JU2766
 JU2766:                Primary Azimuth Mark                     Grid Az
 JU2766:SPC NJ       -  PLEASANTVILLE WATER TANK                 304 52 07.8
 JU2766:UTM  18      -  PLEASANTVILLE WATER TANK                 304 33 06.5
 JU2766
 JU2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4361456094(NAD 83)
 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
 JU2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2766.See file dsdata.pdf to determine how the superseded data were derived.
 JU2766
 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 = JULY 24, 2026 22:12:30 EDT
 JU2791 ***********************************************************************
 JU2791  DESIGNATION -  BEACH THOROFARE LIGHT 2
 JU2791  PID         -  JU2791
 JU2791  STATE/COUNTY-  NJ/ATLANTIC
 JU2791  COUNTRY     -  US
 JU2791  USGS QUAD   -  OCEANVILLE (2019)
 JU2791
 JU2791                         *CURRENT SURVEY CONTROL
 JU2791  ______________________________________________________________________
 JU2791* NAD 83(1996) POSITION- 39 23 19.90226(N) 074 26 57.53659(W)   ADJUSTED
 JU2791  ______________________________________________________________________
 JU2791  GEOID HEIGHT    -        -34.282 (meters)                     GEOID18
 JU2791  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2791.GEOID18 height accuracy estimate available here.
 JU2791
 JU2791.Click photographs - Photos may exist for this station.
 JU2791
 JU2791.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2791
 JU2791. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4742260075(NAD 83)
 JU2791
 JU2791                          SUPERSEDED SURVEY CONTROL
 JU2791
 JU2791  NAD 83(1986)-  39 23 19.89154(N)    074 26 57.52825(W) AD(       ) 3
 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
 JU2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2791.See file dsdata.pdf to determine how the superseded data were derived.
 JU2791
 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 = JULY 24, 2026 22:12:30 EDT
 JU2788 ***********************************************************************
 JU2788  DESIGNATION -  BEACHES
 JU2788  PID         -  JU2788
 JU2788  STATE/COUNTY-  NJ/ATLANTIC
 JU2788  COUNTRY     -  US
 JU2788  USGS QUAD   -  OCEANVILLE (2019)
 JU2788
 JU2788                         *CURRENT SURVEY CONTROL
 JU2788  ______________________________________________________________________
 JU2788* NAD 83(1996) POSITION- 39 23 30.33771(N) 074 26 48.06258(W)   ADJUSTED
 JU2788* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2788  ______________________________________________________________________
 JU2788  GEOID HEIGHT    -        -34.273 (meters)                     GEOID18
 JU2788  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2788.GEOID18 height accuracy estimate available here.
 JU2788
 JU2788.Click photographs - Photos may exist for this station.
 JU2788
 JU2788.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2788
 JU2788. The following values were computed from the NAD 83(1996) position.
 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  =   0.99963323
 JU2788
 JU2788:                Primary Azimuth Mark                     Grid Az
 JU2788:SPC NJ       -  ATLANTIC RESET                           122 47 03.8
 JU2788:UTM  18      -  ATLANTIC RESET                           122 28 01.5
 JU2788
 JU2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4764760398(NAD 83)
 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
 JU2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2788.See file dsdata.pdf to determine how the superseded data were derived.
 JU2788
 JU2788_MARKER: DS = TRIANGULATION STATION DISK
 JU2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2788_STAMPING: BEACHES 1935
 JU2788_MARK LOGO: CGS
 JU2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2788+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2789 ***********************************************************************
 JU2789  DESIGNATION -  BEACHES RM 2
 JU2789  PID         -  JU2789
 JU2789  STATE/COUNTY-  NJ/ATLANTIC
 JU2789  COUNTRY     -  US
 JU2789  USGS QUAD   -  OCEANVILLE (2019)
 JU2789
 JU2789                         *CURRENT SURVEY CONTROL
 JU2789  ______________________________________________________________________
 JU2789* NAD 83(1996) POSITION- 39 23 30.29490(N) 074 26 48.78073(W)   ADJUSTED
 JU2789* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2789  ______________________________________________________________________
 JU2789  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 JU2789  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2789.GEOID18 height accuracy estimate available here.
 JU2789
 JU2789.Click photographs - Photos may exist for this station.
 JU2789
 JU2789.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2789
 JU2789. The following values were computed from the NAD 83(1996) position.
 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  =   0.99963321
 JU2789
 JU2789:                Primary Azimuth Mark                     Grid Az
 JU2789:SPC NJ       -  ABSECON LIGHT                            134 58 09.7
 JU2789:UTM  18      -  ABSECON LIGHT                            134 39 07.4
 JU2789
 JU2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4763060396(NAD 83)
 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
 JU2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2789.See file dsdata.pdf to determine how the superseded data were derived.
 JU2789
 JU2789_MARKER: DR = REFERENCE MARK DISK
 JU2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2789_STAMPING: BEACHES NO 2 1935
 JU2789_MARK LOGO: CGS
 JU2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2789+STABILITY: SURFACE MOTION
 JU2789
 JU2789  HISTORY     - Date     Condition        Report By
 JU2789  HISTORY     - 1935     MONUMENTED       CGS
 JU2789
 JU2789                          STATION DESCRIPTION
 JU2789
 JU2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 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 = JULY 24, 2026 22:12:30 EDT
 DJ5351 ***********************************************************************
 DJ5351  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ5351  DESIGNATION -  BEACHWOOD
 DJ5351  PID         -  DJ5351
 DJ5351  STATE/COUNTY-  NJ/OCEAN
 DJ5351  COUNTRY     -  US
 DJ5351  USGS QUAD   -  TOMS RIVER (2019)
 DJ5351
 DJ5351                         *CURRENT SURVEY CONTROL
 DJ5351  ______________________________________________________________________
 DJ5351* NAD 83(2011) POSITION- 39 56 49.48099(N) 074 11 45.09747(W)   ADJUSTED
 DJ5351* NAD 83(2011) ELLIP HT-   -31.169 (meters)        (06/27/12)   ADJUSTED
 DJ5351* NAD 83(2011) EPOCH   -  2010.00
 DJ5351* NAVD 88 ORTHO HEIGHT -     1.828 (meters)        6.00  (feet) ADJUSTED
 DJ5351  ______________________________________________________________________
 DJ5351  GEOID HEIGHT    -        -33.025 (meters)                     GEOID18
 DJ5351  NAD 83(2011) X  -  1,333,549.392 (meters)                     COMP
 DJ5351  NAD 83(2011) Y  - -4,711,364.365 (meters)                     COMP
 DJ5351  NAD 83(2011) Z  -  4,073,462.429 (meters)                     COMP
 DJ5351  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 DJ5351  DYNAMIC HEIGHT  -          1.827 (meters)        5.99  (feet) COMP
 DJ5351  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 DJ5351
 DJ5351  VERT ORDER      -  FIRST     CLASS II
 DJ5351
 DJ5351  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5351  Standards:
 DJ5351         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5351            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5351  -------------------------------------------------------------------
 DJ5351  NETWORK    0.44   1.10           0.19   0.17   0.56      0.00045126
 DJ5351  -------------------------------------------------------------------
 DJ5351  Click here for local accuracies and other accuracy information.
 DJ5351
 DJ5351.The horizontal coordinates were established by GPS observations
 DJ5351.and adjusted by the National Geodetic Survey in June 2012.
 DJ5351
 DJ5351.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5351.been affixed to the stable North American tectonic plate. See 
 DJ5351.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5351
 DJ5351.The horizontal coordinates are valid at the epoch date displayed above
 DJ5351.which is a decimal equivalence of Year/Month/Day.
 DJ5351
 DJ5351.The orthometric height was determined by differential leveling and
 DJ5351.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5351.in May 2011.
 DJ5351
 DJ5351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5351.GEOID18 height accuracy estimate available here.
 DJ5351
 DJ5351.This Tidal Bench Mark is designated as VM 21345
 DJ5351.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ5351
 DJ5351.Click photographs - Photos may exist for this station.
 DJ5351
 DJ5351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5351
 DJ5351.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5351
 DJ5351.The ellipsoidal height was determined by GPS observations
 DJ5351.and is referenced to NAD 83.
 DJ5351
 DJ5351.The dynamic height is computed by dividing the NAVD 88
 DJ5351.geopotential number by the normal gravity value computed on the
 DJ5351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5351.degrees latitude (g = 980.6199 gals.).
 DJ5351
 DJ5351.The modeled gravity was interpolated from observed gravity values.
 DJ5351
 DJ5351. The following values were computed from the NAD 83(2011) position.
 DJ5351
 DJ5351;                    North         East     Units Scale Factor Converg.
 DJ5351;SPC NJ       -   123,683.143   175,989.114   MT  0.99990831   +0 11 43.0
 DJ5351;SPC NJ       -   405,783.78    577,390.95   sFT  0.99990831   +0 11 43.0
 DJ5351;UTM  18      - 4,422,192.959   568,694.476   MT  0.99965809   +0 30 58.8
 DJ5351
 DJ5351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5351!SPC NJ       -   1.00000489  x   0.99990831  =   0.99991320
 DJ5351!UTM  18      -   1.00000489  x   0.99965809  =   0.99966298
 DJ5351
 DJ5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6869422192(NAD 83)
 DJ5351
 DJ5351                          SUPERSEDED SURVEY CONTROL
 DJ5351
 DJ5351  NAD 83(2007)-  39 56 49.48115(N)    074 11 45.09799(W) AD(2002.00) B
 DJ5351  ELLIP H (03/15/07)  -31.153  (m)                       GP(2002.00) 4 1
 DJ5351  NAVD 88 (03/15/07)    1.85   (m)  GEOID03  model used  GPS OBS        
 DJ5351
 DJ5351.Superseded values are not recommended for survey control.
 DJ5351
 DJ5351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5351.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5351
 DJ5351_MARKER: DD = SURVEY DISK
 DJ5351_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ5351_SP_SET: BRIDGE ABUTMENT GUTTERLINE
 DJ5351_STAMPING: BEACHWOOD 2006
 DJ5351_MARK LOGO: NJGS
 DJ5351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5351+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2019
 DJ5351
 DJ5351  HISTORY     - Date     Condition        Report By
 DJ5351  HISTORY     - 20060828 MONUMENTED       NJGS
 DJ5351  HISTORY     - 20060712 GOOD             NJGS
 DJ5351  HISTORY     - 20100326 GOOD             NJGS
 DJ5351  HISTORY     - 20100409 GOOD             NJGS
 DJ5351  HISTORY     - 20191213 GOOD             NJGS
 DJ5351
 DJ5351                          STATION DESCRIPTION
 DJ5351
 DJ5351'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DJ5351'THE STATION IS LOCATED IN SOUTH TOMS RIVER, SET IN A DRILL HOLE
 DJ5351'COUNTERSUNK IN THE EAST GUTTERLINE OF THE NORTH BOUND LANES OF THE
 DJ5351'NORTH BRIDGE ABUTMENT FOR THE NJ ROUTE 166 BRIDGE SPANNING JAKES CREEK
 DJ5351'INTO THE TOMS RIVER.  THE BRIDGE IS JUST SOUTH OF DOAN PARK (A
 DJ5351'TRIANGULAR SHAPED PARK ON THE EAST SIDE OF ROUTE 166, JUST SOUTH OF
 DJ5351'THE TOMS RIVER)AND THE TOMS RIVER.
 DJ5351'
 DJ5351'THE STATION IS 107.8 M (353.7 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DJ5351'THE SOUTHERLY DRIVEWAY INTO DOAN PARK, 2.1 M (6.9 FT) SOUTH OF THE
 DJ5351'NORTHEAST END OF THE CONCRETE BALUSTRADE ON THE EAST SIDE OF THE NORTH
 DJ5351'BOUND LANES OF NJ ROUTE 166 BRIDGE, 7.3 M (24.0 FT) NORTHEAST OF THE
 DJ5351'CENTERLINE OF NJ ROUTE 166, 6.3 M (20.7 FT) NORTHWEST OF THE CENTER OF
 DJ5351'THE BRIDGE.
 DJ5351
 DJ5351                          STATION RECOVERY (2006)
 DJ5351
 DJ5351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DJ5351'RECOVERED AS DESCRIBED.
 DJ5351
 DJ5351                          STATION RECOVERY (2010)
 DJ5351
 DJ5351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DJ5351'RECOVERED IN GOOD CONDITION.
 DJ5351
 DJ5351                          STATION RECOVERY (2010)
 DJ5351
 DJ5351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DJ5351'THE STATION WAS RECOVERED.
 DJ5351
 DJ5351                          STATION RECOVERY (2019)
 DJ5351
 DJ5351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 DJ5351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4819 ***********************************************************************
 KV4819  DESIGNATION -  BEACON 6
 KV4819  PID         -  KV4819
 KV4819  STATE/COUNTY-  NJ/MIDDLESEX
 KV4819  COUNTRY     -  US
 KV4819  USGS QUAD   -  PERTH AMBOY (2016)
 KV4819
 KV4819                         *CURRENT SURVEY CONTROL
 KV4819  ______________________________________________________________________
 KV4819* NAD 83(1996) POSITION- 40 32 46.12560(N) 074 15 03.13343(W)   ADJUSTED
 KV4819* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4819  ______________________________________________________________________
 KV4819  GEOID HEIGHT    -        -32.483 (meters)                     GEOID18
 KV4819  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4819.GEOID18 height accuracy estimate available here.
 KV4819
 KV4819.Click photographs - Photos may exist for this station.
 KV4819
 KV4819.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4819
 KV4819. The following values were computed from the NAD 83(1996) position.
 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       -  ARTHUR KILL BEACON 7                     043 19 51.3
 KV4819:SPC NY L     -  ARTHUR KILL BEACON 7                     043 39 25.0
 KV4819:UTM  18      -  ARTHUR KILL BEACON 7                     043 00 21.1
 KV4819
 KV4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6343388646(NAD 83)
 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
 KV4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4819.See file dsdata.pdf to determine how the superseded data were derived.
 KV4819
 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 = JULY 24, 2026 22:12:30 EDT
 KV5081 ***********************************************************************
 KV5081  DESIGNATION -  BEACON HILL
 KV5081  PID         -  KV5081
 KV5081  STATE/COUNTY-  NJ/MONMOUTH
 KV5081  COUNTRY     -  US
 KV5081  USGS QUAD   -  MARLBORO (2016)
 KV5081
 KV5081                         *CURRENT SURVEY CONTROL
 KV5081  ______________________________________________________________________
 KV5081* NAD 83(1996) POSITION- 40 22 26.54478(N) 074 13 40.55183(W)   ADJUSTED
 KV5081* NAVD 88 ORTHO HEIGHT -   113.2   (meters)      371.    (feet) VERTCON3
 KV5081  ______________________________________________________________________
 KV5081  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 KV5081  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5081.GEOID18 height accuracy estimate available here.
 KV5081
 KV5081.Click photographs - Photos may exist for this station.
 KV5081
 KV5081.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5081
 KV5081. The following values were computed from the NAD 83(1996) position.
 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       -   0.99998731  x   0.99990657  =   0.99989389
 KV5081!UTM  18      -   0.99998731  x   0.99965288  =   0.99964020
 KV5081
 KV5081:                Primary Azimuth Mark                     Grid Az
 KV5081:SPC NJ       -  SOUTH AMBOY SAC HEART CH S CUP           335 43 16.4
 KV5081:UTM  18      -  SOUTH AMBOY SAC HEART CH S CUP           335 23 50.4
 KV5081
 KV5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6554269559(NAD 83)
 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  USBS        -  40 22 23.74000(N)    074 13 22.06000(W) AD(       ) 3
 KV5081  USSD        -  40 22 26.54900(N)    074 13 41.91300(W) AD(       ) 3
 KV5081  NGVD 29 (07/19/86)  113.7    (m)          373.     (f) VERT ANG       
 KV5081
 KV5081.Superseded values are not recommended for survey control.
 KV5081
 KV5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5081.See file dsdata.pdf to determine how the superseded data were derived.
 KV5081
 KV5081_MARKER: Z = SEE DESCRIPTION
 KV5081_SETTING: 0 = UNSPECIFIED SETTING
 KV5081
 KV5081  HISTORY     - Date     Condition        Report By
 KV5081  HISTORY     - 1839     MONUMENTED       COASUR
 KV5081  HISTORY     - 1874     GOOD             COASUR
 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 SURVEY (CGS) 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 SURVEY (CGS) 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 = JULY 24, 2026 22:12:30 EDT
 KV5080 ***********************************************************************
 KV5080  DESIGNATION -  BEACON HILL RS 2=BEACON HILL 2
 KV5080  PID         -  KV5080
 KV5080  STATE/COUNTY-  NJ/MONMOUTH
 KV5080  COUNTRY     -  US
 KV5080  USGS QUAD   -  MARLBORO (2016)
 KV5080
 KV5080                         *CURRENT SURVEY CONTROL
 KV5080  ______________________________________________________________________
 KV5080* NAD 83(1996) POSITION- 40 22 26.05212(N) 074 13 39.81685(W)   ADJUSTED
 KV5080* NAVD 88 ORTHO HEIGHT -   111.    (meters)      364.    (feet) SCALED
 KV5080  ______________________________________________________________________
 KV5080  GEOID HEIGHT    -        -32.343 (meters)                     GEOID18
 KV5080  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5080.GEOID18 height accuracy estimate available here.
 KV5080
 KV5080.Click photographs - Photos may exist for this station.
 KV5080
 KV5080.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5080
 KV5080. The following values were computed from the NAD 83(1996) position.
 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       -   0.99998774  x   0.99990658  =   0.99989432
 KV5080!UTM  18      -   0.99998774  x   0.99965291  =   0.99964065
 KV5080
 KV5080:                Primary Azimuth Mark                     Grid Az
 KV5080:SPC NJ       -  CRAWFORD                                 062 31 00.8
 KV5080:UTM  18      -  CRAWFORD                                 062 11 34.7
 KV5080
 KV5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6556069544(NAD 83)
 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
 KV5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5080.See file dsdata.pdf to determine how the superseded data were derived.
 KV5080
 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 = JULY 24, 2026 22:12:30 EDT
 JU4362 ***********************************************************************
 JU4362  DESIGNATION -  BEAR
 JU4362  PID         -  JU4362
 JU4362  STATE/COUNTY-  NJ/ATLANTIC
 JU4362  COUNTRY     -  US
 JU4362  USGS QUAD   -  DOROTHY (2019)
 JU4362
 JU4362                         *CURRENT SURVEY CONTROL
 JU4362  ______________________________________________________________________
 JU4362* NAD 83(2011) POSITION- 39 26 40.22693(N) 074 50 27.89624(W)   ADJUSTED
 JU4362* NAD 83(2011) ELLIP HT-    -6.571 (meters)        (06/27/12)   ADJUSTED
 JU4362* NAD 83(2011) EPOCH   -  2010.00
 JU4362* NAVD 88 ORTHO HEIGHT -    27.3   (meters)       90.    (feet) GPS OBS
 JU4362  ______________________________________________________________________
 JU4362  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4362  GEOID HEIGHT    -        -34.210 (meters)                     GEOID93
 JU4362  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 JU4362  NAD 83(2011) X  -  1,289,734.765 (meters)                     COMP
 JU4362  NAD 83(2011) Y  - -4,760,500.647 (meters)                     COMP
 JU4362  NAD 83(2011) Z  -  4,030,543.446 (meters)                     COMP
 JU4362  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 JU4362
 JU4362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4362  Standards:
 JU4362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4362  -------------------------------------------------------------------
 JU4362  NETWORK    0.50   0.86           0.22   0.19   0.44     -0.03969304
 JU4362  -------------------------------------------------------------------
 JU4362  Click here for local accuracies and other accuracy information.
 JU4362
 JU4362.The horizontal coordinates were established by GPS observations
 JU4362.and adjusted by the National Geodetic Survey in June 2012.
 JU4362
 JU4362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4362.been affixed to the stable North American tectonic plate. See 
 JU4362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4362
 JU4362.The horizontal coordinates are valid at the epoch date displayed above
 JU4362.which is a decimal equivalence of Year/Month/Day.
 JU4362
 JU4362.The orthometric height was determined by GPS observations and a
 JU4362.high-resolution geoid model.
 JU4362
 JU4362.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4362.GEOID18 height accuracy estimate available here.
 JU4362
 JU4362.Click photographs - Photos may exist for this station.
 JU4362
 JU4362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4362
 JU4362.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4362
 JU4362.The ellipsoidal height was determined by GPS observations
 JU4362.and is referenced to NAD 83.
 JU4362
 JU4362. The following values were computed from the NAD 83(2011) position.
 JU4362
 JU4362;                    North         East     Units Scale Factor Converg.
 JU4362;SPC NJ       -    67,900.148   120,641.933   MT  0.99991061   -0 13 00.1
 JU4362;SPC NJ       -   222,769.07    395,806.08   sFT  0.99991061   -0 13 00.1
 JU4362;UTM  18      - 4,366,117.991   513,674.450   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1367466117(NAD 83)
 JU4362
 JU4362                          SUPERSEDED SURVEY CONTROL
 JU4362
 JU4362  NAD 83(2007)-  39 26 40.22728(N)    074 50 27.89694(W) AD(2002.00) 0
 JU4362  ELLIP H (02/10/07)   -6.562  (m)                       GP(2002.00)    
 JU4362  ELLIP H (10/23/02)   -6.552  (m)                       GP(       ) 4 1
 JU4362  NAD 83(1996)-  39 26 40.22729(N)    074 50 27.89704(W) AD(       ) 1
 JU4362  ELLIP H (05/14/99)   -6.540  (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
 JU4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4362.See file dsdata.pdf to determine how the superseded data were derived.
 JU4362
 JU4362_MARKER: DD = SURVEY DISK
 JU4362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4362_STAMPING: BEAR 1993
 JU4362_MARK LOGO: HAMTWP
 JU4362_PROJECTION: FLUSH
 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 - August 16, 2021
 JU4362
 JU4362  HISTORY     - Date     Condition        Report By
 JU4362  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4362  HISTORY     - 20090408 GOOD             PENNON
 JU4362  HISTORY     - 20130426 GOOD             INDIV
 JU4362  HISTORY     - 20150204 GOOD             BASE9
 JU4362  HISTORY     - 20210816 GOOD             NJGS
 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.
 JU4362
 JU4362                          STATION RECOVERY (2009)
 JU4362
 JU4362'RECOVERY NOTE BY PENNONI ASSOCIATES INCORPORATED 2009 (MJA)
 JU4362'RECOVERED AS DESCRIBED, OPEN AROUND MONUMENT GOOD LOCK FOR GPS USE
 JU4362
 JU4362                          STATION RECOVERY (2013)
 JU4362
 JU4362'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 JU4362'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE. THE REFERENCED
 JU4362'CATALPA TREE IS NO LONGER PRESENT.
 JU4362
 JU4362                          STATION RECOVERY (2015)
 JU4362
 JU4362'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 JU4362'RECOVERED IN GOOD CONDITION.
 JU4362
 JU4362                          STATION RECOVERY (2021)
 JU4362
 JU4362'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU4362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2562 ***********************************************************************
 LY2562  DESIGNATION -  BEAR FORT RESET
 LY2562  PID         -  LY2562
 LY2562  STATE/COUNTY-  NJ/PASSAIC
 LY2562  COUNTRY     -  US
 LY2562  USGS QUAD   -  WAWAYANDA (2019)
 LY2562
 LY2562                         *CURRENT SURVEY CONTROL
 LY2562  ______________________________________________________________________
 LY2562* NAD 83(1996) POSITION- 41 08 26.05917(N) 074 23 29.96605(W)   ADJUSTED
 LY2562* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) SCALED
 LY2562  ______________________________________________________________________
 LY2562  GEOID HEIGHT    -        -32.175 (meters)                     GEOID18
 LY2562  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2562.GEOID18 height accuracy estimate available here.
 LY2562
 LY2562.Click photographs - Photos may exist for this station.
 LY2562
 LY2562.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2562
 LY2562. The following values were computed from the NAD 83(1996) position.
 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  =   0.99983553
 LY2562!SPC NY E     -   0.99993450  x   0.99990102  =   0.99983553
 LY2562!UTM  18      -   0.99993450  x   0.99963208  =   0.99956661
 LY2562
 LY2562:                Primary Azimuth Mark                     Grid Az
 LY2562:SPC NJ       -  BEAR FORT AZ MK                          241 04 01.3
 LY2562:SPC NY E     -  BEAR FORT AZ MK                          241 04 01.3
 LY2562:UTM  18      -  BEAR FORT AZ MK                          240 44 17.0
 LY2562
 LY2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5105354540(NAD 83)
 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  USSD        -  41 08 26.09000(N)    074 23 31.36200(W) AD(       ) 3
 LY2562
 LY2562.Superseded values are not recommended for survey control.
 LY2562
 LY2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2562.See file dsdata.pdf to determine how the superseded data were derived.
 LY2562
 LY2562_MARKER: DS = TRIANGULATION STATION DISK
 LY2562_SETTING: 66 = SET IN ROCK OUTCROP
 LY2562_STAMPING: BEAR FORT 1882 1942
 LY2562_MARK LOGO: CGS
 LY2562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2562+STABILITY: POSITION/ELEVATION WELL
 LY2562
 LY2562  HISTORY     - Date     Condition        Report By
 LY2562  HISTORY     - 1882     MONUMENTED       CGS
 LY2562  HISTORY     - 1937     GOOD             NJGS
 LY2562  HISTORY     - 1942     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 JU2749 ***********************************************************************
 JU2749  DESIGNATION -  BEAR SWAMP RESET
 JU2749  PID         -  JU2749
 JU2749  STATE/COUNTY-  NJ/BURLINGTON
 JU2749  COUNTRY     -  US
 JU2749  USGS QUAD   -  WOODMANSIE (2019)
 JU2749
 JU2749                         *CURRENT SURVEY CONTROL
 JU2749  ______________________________________________________________________
 JU2749* NAD 83(2011) POSITION- 39 45 08.02513(N) 074 27 55.93828(W)   ADJUSTED
 JU2749* NAD 83(2011) ELLIP HT-    16.990 (meters)        (06/27/12)   ADJUSTED
 JU2749* NAD 83(2011) EPOCH   -  2010.00
 JU2749* NAVD 88 ORTHO HEIGHT -    50.0   (meters)      164.    (feet) GPS OBS
 JU2749  ______________________________________________________________________
 JU2749  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU2749  GEOID HEIGHT    -        -33.297 (meters)                     GEOID93
 JU2749  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 JU2749  NAD 83(2011) X  -  1,315,081.999 (meters)                     COMP
 JU2749  NAD 83(2011) Y  - -4,730,980.844 (meters)                     COMP
 JU2749  NAD 83(2011) Z  -  4,056,883.964 (meters)                     COMP
 JU2749  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 JU2749
 JU2749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2749  Standards:
 JU2749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2749  -------------------------------------------------------------------
 JU2749  NETWORK    0.50   0.96           0.23   0.17   0.49     -0.14008594
 JU2749  -------------------------------------------------------------------
 JU2749  Click here for local accuracies and other accuracy information.
 JU2749
 JU2749.The horizontal coordinates were established by GPS observations
 JU2749.and adjusted by the National Geodetic Survey in June 2012.
 JU2749
 JU2749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2749.been affixed to the stable North American tectonic plate. See 
 JU2749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2749
 JU2749.The horizontal coordinates are valid at the epoch date displayed above
 JU2749.which is a decimal equivalence of Year/Month/Day.
 JU2749
 JU2749.The orthometric height was determined by GPS observations and a
 JU2749.high-resolution geoid model.
 JU2749
 JU2749.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2749.GEOID18 height accuracy estimate available here.
 JU2749
 JU2749.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 JU2749
 JU2749.The ellipsoidal height was determined by GPS observations
 JU2749.and is referenced to NAD 83.
 JU2749
 JU2749. The following values were computed from the NAD 83(2011) position.
 JU2749
 JU2749;                    North         East     Units Scale Factor Converg.
 JU2749;SPC NJ       -   102,007.177   152,953.121   MT  0.99990011   +0 01 19.3
 JU2749;SPC NJ       -   334,668.55    501,813.70   sFT  0.99990011   +0 01 19.3
 JU2749;UTM  18      - 4,400,394.233   545,786.065   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  =   0.99962315
 JU2749
 JU2749:                Primary Azimuth Mark                     Grid Az
 JU2749:SPC NJ       -  BEAR SWAMP AZ MK                         235 38 30.4
 JU2749:UTM  18      -  BEAR SWAMP AZ MK                         235 19 19.3
 JU2749
 JU2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4578600394(NAD 83)
 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                                   2353949.7 |
 JU2749| CB1248 BEAR SWAMP RM 2                       9.762 METERS 34034     |
 JU2749|---------------------------------------------------------------------|
 JU2749
 JU2749                          SUPERSEDED SURVEY CONTROL
 JU2749
 JU2749  NAD 83(2007)-  39 45 08.02555(N)    074 27 55.93899(W) AD(2002.00) 0
 JU2749  ELLIP H (02/10/07)   16.997  (m)                       GP(2002.00)    
 JU2749  ELLIP H (10/23/02)   17.013  (m)                       GP(       ) 4 1
 JU2749  NAD 83(1996)-  39 45 08.02513(N)    074 27 55.93894(W) AD(       ) 1
 JU2749  ELLIP H (05/14/99)   16.981  (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)   16.960  (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
 JU2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2749.See file dsdata.pdf to determine how the superseded data were derived.
 JU2749
 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_PROJECTION: RECESSED 8 CENTIMETERS
 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 NOT SUITABLE FOR
 JU2749+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2019
 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  HISTORY     - 20141222 GOOD             GEOCAC
 JU2749  HISTORY     - 20191015 GOOD             NJGS
 JU2749  HISTORY     - 20191112 GOOD             NJGS
 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)
 JU2749
 JU2749                          STATION RECOVERY (2014)
 JU2749
 JU2749'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU2749'RECOVERED IN GOOD CONDITION.
 JU2749
 JU2749                          STATION RECOVERY (2019)
 JU2749
 JU2749'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU2749'OPUS IS NOT CAPABLE DUE TO TREES OBSTRUCTION.
 JU2749
 JU2749                          STATION RECOVERY (2019)
 JU2749
 JU2749'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU2749'NOT LONG-TERM GPS SUITABLE DUE TO OBSTRUCTION FROM TREES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2561 ***********************************************************************
 LY2561  DESIGNATION -  BEARFORT MTN LOT
 LY2561  PID         -  LY2561
 LY2561  STATE/COUNTY-  NJ/PASSAIC
 LY2561  COUNTRY     -  US
 LY2561  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2561
 LY2561                         *CURRENT SURVEY CONTROL
 LY2561  ______________________________________________________________________
 LY2561* NAD 83(1996) POSITION- 41 06 15.27960(N) 074 25 02.67076(W)   NO CHECK
 LY2561  ______________________________________________________________________
 LY2561  GEOID HEIGHT    -        -32.231 (meters)                     GEOID18
 LY2561  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 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
 LY2561.No horizontal observational check was made to the station.
 LY2561
 LY2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2561.GEOID18 height accuracy estimate available here.
 LY2561
 LY2561.Click photographs - Photos may exist for this station.
 LY2561
 LY2561.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2561
 LY2561. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4891950492(NAD 83)
 LY2561
 LY2561                          SUPERSEDED SURVEY CONTROL
 LY2561
 LY2561  NAD 83(1996)-  41 06 15.27962(N)    074 25 02.67046(W) AD(       ) 3
 LY2561  NAD 83(1986)-  41 06 15.28010(N)    074 25 02.67249(W) AD(       ) 3
 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
 LY2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2561.See file dsdata.pdf to determine how the superseded data were derived.
 LY2561
 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 = JULY 24, 2026 22:12:30 EDT
 JU2869 ***********************************************************************
 JU2869  DESIGNATION -  BEESLEYS
 JU2869  PID         -  JU2869
 JU2869  STATE/COUNTY-  NJ/CAPE MAY
 JU2869  COUNTRY     -  US
 JU2869  USGS QUAD   -  MARMORA (2019)
 JU2869
 JU2869                         *CURRENT SURVEY CONTROL
 JU2869  ______________________________________________________________________
 JU2869* NAD 83(1996) POSITION- 39 16 59.91816(N) 074 37 49.40906(W)   ADJUSTED
 JU2869* NAVD 88 ORTHO HEIGHT -     7.    (meters)       23.    (feet) SCALED
 JU2869  ______________________________________________________________________
 JU2869  GEOID HEIGHT    -        -34.547 (meters)                     GEOID18
 JU2869  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2869.GEOID18 height accuracy estimate available here.
 JU2869
 JU2869.Click photographs - Photos may exist for this station.
 JU2869
 JU2869.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2869
 JU2869. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3187748281(NAD 83)
 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
 JU2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2869.See file dsdata.pdf to determine how the superseded data were derived.
 JU2869
 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 = JULY 24, 2026 22:12:30 EDT
 KV3918 ***********************************************************************
 KV3918  DESIGNATION -  BEL
 KV3918  PID         -  KV3918
 KV3918  STATE/COUNTY-  NJ/HUDSON
 KV3918  COUNTRY     -  US
 KV3918  USGS QUAD   -  WEEHAWKEN (2016)
 KV3918
 KV3918                         *CURRENT SURVEY CONTROL
 KV3918  ______________________________________________________________________
 KV3918* NAD 83(1996) POSITION- 40 48 45.59479(N) 074 01 49.14543(W)   ADJUSTED
 KV3918* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV3918  ______________________________________________________________________
 KV3918  GEOID HEIGHT    -        -31.845 (meters)                     GEOID18
 KV3918  LAPLACE CORR    -          7.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3918.GEOID18 height accuracy estimate available here.
 KV3918
 KV3918.Click photographs - Photos may exist for this station.
 KV3918
 KV3918.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3918
 KV3918. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000505  x   0.99991932  =   0.99992437
 KV3918!SPC NY L     -   1.00000505  x   0.99999511  =   1.00000016
 KV3918!UTM  18      -   1.00000505  x   0.99968232  =   0.99968736
 KV3918
 KV3918:                Primary Azimuth Mark                     Grid Az
 KV3918:SPC NJ       -  LOS                                      341 28 47.8
 KV3918:SPC NY L     -  LOS                                      341 48 24.3
 KV3918:UTM  18      -  LOS                                      341 09 11.2
 KV3918
 KV3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8178218413(NAD 83)
 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
 KV3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3918.See file dsdata.pdf to determine how the superseded data were derived.
 KV3918
 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 = JULY 24, 2026 22:12:30 EDT
 KV5153 ***********************************************************************
 KV5153  DESIGNATION -  BEL MAR FLAGPOLE
 KV5153  PID         -  KV5153
 KV5153  STATE/COUNTY-  NJ/MONMOUTH
 KV5153  COUNTRY     -  US
 KV5153  USGS QUAD   -  ASBURY PARK (2019)
 KV5153
 KV5153                         *CURRENT SURVEY CONTROL
 KV5153  ______________________________________________________________________
 KV5153* NAD 83(1996) POSITION- 40 10 43.62470(N) 074 00 47.36369(W)   ADJUSTED
 KV5153  ______________________________________________________________________
 KV5153  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KV5153  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5153.GEOID18 height accuracy estimate available here.
 KV5153
 KV5153.Click photographs - Photos may exist for this station.
 KV5153
 KV5153.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5153
 KV5153. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8401748067(NAD 83)
 KV5153
 KV5153                          SUPERSEDED SURVEY CONTROL
 KV5153
 KV5153  NAD 83(1986)-  40 10 43.62238(N)    074 00 47.35749(W) AD(       ) 3
 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
 KV5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5153.See file dsdata.pdf to determine how the superseded data were derived.
 KV5153
 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 = JULY 24, 2026 22:12:30 EDT
 AI5202 ***********************************************************************
 AI5202  DESIGNATION -  BELFISH
 AI5202  PID         -  AI5202
 AI5202  STATE/COUNTY-  NJ/MONMOUTH
 AI5202  COUNTRY     -  US
 AI5202  USGS QUAD   -  ASBURY PARK (2019)
 AI5202
 AI5202                         *CURRENT SURVEY CONTROL
 AI5202  ______________________________________________________________________
 AI5202* NAD 83(1996) POSITION- 40 11 08.35142(N) 074 00 34.84347(W)   ADJUSTED
 AI5202* NAVD 88 ORTHO HEIGHT -     8.5   (meters)       28.    (feet) VERTCON3
 AI5202  ______________________________________________________________________
 AI5202  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 AI5202  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5202.GEOID18 height accuracy estimate available here.
 AI5202
 AI5202.Click photographs - Photos may exist for this station.
 AI5202
 AI5202.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5202
 AI5202. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8430448833(NAD 83)
 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
 AI5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5202.See file dsdata.pdf to determine how the superseded data were derived.
 AI5202
 AI5202_MARKER: DD = SURVEY DISK
 AI5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5202_STAMPING: BELFISH 1988
 AI5202_MARK LOGO: NOS
 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       NOS
 AI5202
 AI5202                          STATION DESCRIPTION
 AI5202
 AI5202'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 KV5790 ***********************************************************************
 KV5790  DESIGNATION -  BELL
 KV5790  PID         -  KV5790
 KV5790  STATE/COUNTY-  NJ/MORRIS
 KV5790  COUNTRY     -  US
 KV5790  USGS QUAD   -  CHESTER (2019)
 KV5790
 KV5790                         *CURRENT SURVEY CONTROL
 KV5790  ______________________________________________________________________
 KV5790* NAD 83(2011) POSITION- 40 47 12.65565(N) 074 40 35.39353(W)   ADJUSTED
 KV5790* NAD 83(2011) ELLIP HT-   257.637 (meters)        (06/27/12)   ADJUSTED
 KV5790* NAD 83(2011) EPOCH   -  2010.00
 KV5790* NAVD 88 ORTHO HEIGHT -   290.6   (meters)      953.    (feet) VERTCON3
 KV5790  ______________________________________________________________________
 KV5790  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 KV5790  NAD 83(2011) X  -  1,278,077.904 (meters)                     COMP
 KV5790  NAD 83(2011) Y  - -4,664,348.101 (meters)                     COMP
 KV5790  NAD 83(2011) Z  -  4,144,698.050 (meters)                     COMP
 KV5790  LAPLACE CORR    -          1.95  (seconds)                    DEFLEC18
 KV5790
 KV5790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5790  Standards:
 KV5790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5790  -------------------------------------------------------------------
 KV5790  NETWORK    2.97   6.04           1.21   1.21   3.08      0.19534203
 KV5790  -------------------------------------------------------------------
 KV5790  Click here for local accuracies and other accuracy information.
 KV5790
 KV5790.The horizontal coordinates were established by GPS observations
 KV5790.and adjusted by the National Geodetic Survey in June 2012.
 KV5790
 KV5790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5790.been affixed to the stable North American tectonic plate. See 
 KV5790.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5790
 KV5790.The horizontal coordinates are valid at the epoch date displayed above
 KV5790.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5790.GEOID18 height accuracy estimate available here.
 KV5790
 KV5790.Click photographs - Photos may exist for this station.
 KV5790
 KV5790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5790
 KV5790.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5790
 KV5790.The ellipsoidal height was determined by GPS observations
 KV5790.and is referenced to NAD 83.
 KV5790
 KV5790. The following values were computed from the NAD 83(2011) position.
 KV5790
 KV5790;                    North         East     Units Scale Factor Converg.
 KV5790;SPC NJ       -   216,894.084   135,104.042   MT  0.99990273   -0 06 55.1
 KV5790;SPC NJ       -   711,593.34    443,253.84   sFT  0.99990273   -0 06 55.1
 KV5790;UTM  18      - 4,515,146.030   527,294.477   MT  0.99960917   +0 12 40.8
 KV5790
 KV5790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5790!SPC NJ       -   0.99995959  x   0.99990273  =   0.99986232
 KV5790!UTM  18      -   0.99995959  x   0.99960917  =   0.99956877
 KV5790
 KV5790:                Primary Azimuth Mark                     Grid Az
 KV5790:SPC NJ       -  BELL AZ MK                               136 36 07.4
 KV5790:UTM  18      -  BELL AZ MK                               136 16 31.5
 KV5790
 KV5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2729415146(NAD 83)
 KV5790
 KV5790|---------------------------------------------------------------------|
 KV5790| PID    Reference Object                     Distance      Geod. Az  |
 KV5790|                                                           dddmmss.s |
 KV5790| CB5691 BELL AZ MK                                         1362912.3 |
 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  NAD 83(2007)-  40 47 12.65562(N)    074 40 35.39381(W) AD(2002.00) 0
 KV5790  ELLIP H (02/10/07)  257.639  (m)                       GP(2002.00)    
 KV5790  ELLIP H (10/23/02)  257.588  (m)                       GP(       ) 4 1
 KV5790  NAD 83(1996)-  40 47 12.65584(N)    074 40 35.39322(W) AD(       ) 2
 KV5790  ELLIP H (05/14/99)  257.603  (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)  UNKNOWN  model used  GPS OBS        
 KV5790
 KV5790.Superseded values are not recommended for survey control.
 KV5790
 KV5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5790.See file dsdata.pdf to determine how the superseded data were derived.
 KV5790
 KV5790_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU4363 ***********************************************************************
 JU4363  DESIGNATION -  BELL
 JU4363  PID         -  JU4363
 JU4363  STATE/COUNTY-  NJ/ATLANTIC
 JU4363  COUNTRY     -  US
 JU4363  USGS QUAD   -  MAYS LANDING (2019)
 JU4363
 JU4363                         *CURRENT SURVEY CONTROL
 JU4363  ______________________________________________________________________
 JU4363* NAD 83(2011) POSITION- 39 26 34.40539(N) 074 37 32.92210(W)   ADJUSTED
 JU4363* NAD 83(2011) ELLIP HT-   -14.234 (meters)        (06/27/12)   ADJUSTED
 JU4363* NAD 83(2011) EPOCH   -  2010.00
 JU4363* NAVD 88 ORTHO HEIGHT -    19.7   (meters)       65.    (feet) GPS OBS
 JU4363  ______________________________________________________________________
 JU4363  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4363  GEOID HEIGHT    -        -34.230 (meters)                     GEOID93
 JU4363  GEOID HEIGHT    -        -33.912 (meters)                     GEOID18
 JU4363  NAD 83(2011) X  -  1,307,640.353 (meters)                     COMP
 JU4363  NAD 83(2011) Y  - -4,755,725.566 (meters)                     COMP
 JU4363  NAD 83(2011) Z  -  4,030,399.931 (meters)                     COMP
 JU4363  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 JU4363
 JU4363  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4363  Standards:
 JU4363         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4363            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4363  -------------------------------------------------------------------
 JU4363  NETWORK    0.43   0.88           0.19   0.16   0.45     -0.07707518
 JU4363  -------------------------------------------------------------------
 JU4363  Click here for local accuracies and other accuracy information.
 JU4363
 JU4363.The horizontal coordinates were established by GPS observations
 JU4363.and adjusted by the National Geodetic Survey in June 2012.
 JU4363
 JU4363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4363.been affixed to the stable North American tectonic plate. See 
 JU4363.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4363
 JU4363.The horizontal coordinates are valid at the epoch date displayed above
 JU4363.which is a decimal equivalence of Year/Month/Day.
 JU4363
 JU4363.The orthometric height was determined by GPS observations and a
 JU4363.high-resolution geoid model.
 JU4363
 JU4363.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4363.GEOID18 height accuracy estimate available here.
 JU4363
 JU4363.Click photographs - Photos may exist for this station.
 JU4363
 JU4363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4363
 JU4363.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4363
 JU4363.The ellipsoidal height was determined by GPS observations
 JU4363.and is referenced to NAD 83.
 JU4363
 JU4363. The following values were computed from the NAD 83(2011) position.
 JU4363
 JU4363;                    North         East     Units Scale Factor Converg.
 JU4363;SPC NJ       -    67,672.665   139,170.737   MT  0.99990144   -0 04 47.7
 JU4363;SPC NJ       -   222,022.74    456,595.99   sFT  0.99990144   -0 04 47.7
 JU4363;UTM  18      - 4,365,993.276   532,198.699   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3219865993(NAD 83)
 JU4363
 JU4363                          SUPERSEDED SURVEY CONTROL
 JU4363
 JU4363  NAD 83(2007)-  39 26 34.40577(N)    074 37 32.92287(W) AD(2002.00) 0
 JU4363  ELLIP H (02/10/07)  -14.225  (m)                       GP(2002.00)    
 JU4363  ELLIP H (10/23/02)  -14.214  (m)                       GP(       ) 4 1
 JU4363  NAD 83(1996)-  39 26 34.40560(N)    074 37 32.92280(W) AD(       ) 1
 JU4363  ELLIP H (05/14/99)  -14.182  (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
 JU4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4363.See file dsdata.pdf to determine how the superseded data were derived.
 JU4363
 JU4363_MARKER: DD = SURVEY DISK
 JU4363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - January 18, 2007
 JU4363
 JU4363  HISTORY     - Date     Condition        Report By
 JU4363  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4363  HISTORY     - 20070118 GOOD             NJDT
 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.
 JU4363
 JU4363                          STATION RECOVERY (2007)
 JU4363
 JU4363'RECOVERY NOTE BY NJ DEPT OF TRANSP 2007 (JFL)
 JU4363'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, STATION IS TUCKED
 JU4363'UP CLOSE TO THE CONCRETE SIDEWALK THAT WAS ADDED SINCE THE STATION WAS
 JU4363'ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2976 ***********************************************************************
 JU2976  DESIGNATION -  BELLE PLAIN
 JU2976  PID         -  JU2976
 JU2976  STATE/COUNTY-  NJ/CAPE MAY
 JU2976  COUNTRY     -  US
 JU2976  USGS QUAD   -  TUCKAHOE (2019)
 JU2976
 JU2976                         *CURRENT SURVEY CONTROL
 JU2976  ______________________________________________________________________
 JU2976* NAD 83(2011) POSITION- 39 17 02.06153(N) 074 50 56.08974(W)   ADJUSTED
 JU2976* NAD 83(2011) ELLIP HT-   -17.995 (meters)        (06/27/12)   ADJUSTED
 JU2976* NAD 83(2011) EPOCH   -  2010.00
 JU2976* NAVD 88 ORTHO HEIGHT -    16.4   (meters)       54.    (feet) GPS OBS
 JU2976  ______________________________________________________________________
 JU2976  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2976  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 JU2976  NAD 83(2011) X  -  1,292,037.490 (meters)                     COMP
 JU2976  NAD 83(2011) Y  - -4,771,584.115 (meters)                     COMP
 JU2976  NAD 83(2011) Z  -  4,016,751.038 (meters)                     COMP
 JU2976  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 JU2976
 JU2976  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2976  Standards:
 JU2976         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2976            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2976  -------------------------------------------------------------------
 JU2976  NETWORK    1.26   1.90           0.58   0.42   0.97     -0.03685341
 JU2976  -------------------------------------------------------------------
 JU2976  Click here for local accuracies and other accuracy information.
 JU2976
 JU2976.The horizontal coordinates were established by GPS observations
 JU2976.and adjusted by the National Geodetic Survey in June 2012.
 JU2976
 JU2976.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2976.been affixed to the stable North American tectonic plate. See 
 JU2976.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2976
 JU2976.The horizontal coordinates are valid at the epoch date displayed above
 JU2976.which is a decimal equivalence of Year/Month/Day.
 JU2976
 JU2976.The orthometric height was determined by GPS observations and a
 JU2976.high-resolution geoid model.
 JU2976
 JU2976.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2976.GEOID18 height accuracy estimate available here.
 JU2976
 JU2976.Click photographs - Photos may exist for this station.
 JU2976
 JU2976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2976
 JU2976.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2976
 JU2976.The ellipsoidal height was determined by GPS observations
 JU2976.and is referenced to NAD 83.
 JU2976
 JU2976. The following values were computed from the NAD 83(2011) position.
 JU2976
 JU2976;                    North         East     Units Scale Factor Converg.
 JU2976;SPC NJ       -    50,074.073   119,898.984   MT  0.99991115   -0 13 15.3
 JU2976;SPC NJ       -   164,284.69    393,368.58   sFT  0.99991115   -0 13 15.3
 JU2976;UTM  18      - 4,348,293.582   513,030.377   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 20.3
 JU2976:UTM  18      -  BELLE PLAIN RM 1                         051 09 20.6
 JU2976
 JU2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1303048293(NAD 83)
 JU2976
 JU2976|---------------------------------------------------------------------|
 JU2976| PID    Reference Object                     Distance      Geod. Az  |
 JU2976|                                                           dddmmss.s |
 JU2976| CB1254 BELLE PLAIN RM 1                                   0511505.0 |
 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  NAD 83(2007)-  39 17 02.06161(N)    074 50 56.09050(W) AD(2002.00) 0
 JU2976  ELLIP H (02/10/07)  -17.983  (m)                       GP(2002.00)    
 JU2976  ELLIP H (10/23/02)  -17.967  (m)                       GP(       ) 4 1
 JU2976  NAD 83(1996)-  39 17 02.06149(N)    074 50 56.09037(W) AD(       ) 1
 JU2976  ELLIP H (05/14/99)  -17.981  (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)  -18.071  (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
 JU2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2976.See file dsdata.pdf to determine how the superseded data were derived.
 JU2976
 JU2976_MARKER: DS = TRIANGULATION STATION DISK
 JU2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2976_STAMPING: BELLE PLAIN 1932
 JU2976_MARK LOGO: CGS
 JU2976_PROJECTION: PROJECTING 20 CENTIMETERS
 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 NOT SUITABLE FOR
 JU2976+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2019
 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  HISTORY     - 20190604 GOOD             INDIV
 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.
 JU2976
 JU2976                          STATION RECOVERY (2019)
 JU2976
 JU2976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (HBH)
 JU2976'STATION BELLE PLAIN WAS FOUND IN GOOD CONDITION AT ROUTE 605 AND
 JU2976'TARKILN ROAD IN DENNIS TOWNSHIP.  IT PROJECTS 8 INCHES (20 CM).
 JU2976'REFERENCE MARK 1, THE AZIMUTH MARK, WAS FOUND IN GOOD CONDITION
 JU2976'APPROXIMATELY 0.3 MI (0.5 KM) NORTHEAST OF THE STATION ON THE
 JU2976'SOUTHEAST SHOULDER OF ROUTE 605 NEAR HOUSE NUMBER 458.  IT HAD BEEN
 JU2976'STAMPED WITH A NUMBER 4 AND 1989 NEXT TO THE ORIGINAL STAMPINGS OF 1
 JU2976'AND 1932.  IT PROJECTS 6 INCHES.  RM 2 WAS FOUND IN GOOD CONDITION
 JU2976'DIAGONALLY ACROSS THE INTERSECTION FROM THE STATION ON THE SOUTHEAST
 JU2976'SHOULDER OF ROUTE 605 NEAR THE MAILBOX FOR HOUSE NUMBER 400.  IT
 JU2976'PROJECTS 6 INCHES (15 CM).  AT THE DESCRIBED DISTANCES TO REFERENCE
 JU2976'MARK 3 FROM BELLE PLAIN AND FROM REFERENCE MARK 2 THERE IS A 12 INCH
 JU2976'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND AND THAT
 JU2976'APPEARS TO HAVE BEEN WORN DOWN BY HIGHWAY MOWING EQUIPMENT.  THERE IS
 JU2976'NO DISK PRESENT ON THIS MONUMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2975 ***********************************************************************
 JU2975  DESIGNATION -  BELLE PLAIN STATE FIRE TOWER
 JU2975  PID         -  JU2975
 JU2975  STATE/COUNTY-  NJ/CAPE MAY
 JU2975  COUNTRY     -  US
 JU2975  USGS QUAD   -  TUCKAHOE (2019)
 JU2975
 JU2975                         *CURRENT SURVEY CONTROL
 JU2975  ______________________________________________________________________
 JU2975* NAD 83(1996) POSITION- 39 17 02.10844(N) 074 50 56.36598(W)   ADJUSTED
 JU2975  ______________________________________________________________________
 JU2975  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 JU2975  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2975.GEOID18 height accuracy estimate available here.
 JU2975
 JU2975.Click photographs - Photos may exist for this station.
 JU2975
 JU2975.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2975
 JU2975. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1302348295(NAD 83)
 JU2975
 JU2975                          SUPERSEDED SURVEY CONTROL
 JU2975
 JU2975  NAD 83(1991)-  39 17 02.09217(N)    074 50 56.37044(W) AD(       ) 3
 JU2975  NAD 83(1986)-  39 17 02.09013(N)    074 50 56.37224(W) AD(       ) 3
 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
 JU2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2975.See file dsdata.pdf to determine how the superseded data were derived.
 JU2975
 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 = JULY 24, 2026 22:12:30 EDT
 KV0115 ***********************************************************************
 KV0115  DESIGNATION -  BELLEVILLE
 KV0115  PID         -  KV0115
 KV0115  STATE/COUNTY-  NJ/ESSEX
 KV0115  COUNTRY     -  US
 KV0115  USGS QUAD   -  ORANGE (2016)
 KV0115
 KV0115                         *CURRENT SURVEY CONTROL
 KV0115  ______________________________________________________________________
 KV0115* NAD 83(1986) POSITION- 40 47 11.     (N) 074 08 54.     (W)   SCALED
 KV0115* NAVD 88 ORTHO HEIGHT -     3.159 (meters)       10.36  (feet) ADJUSTED
 KV0115  ______________________________________________________________________
 KV0115  GEOID HEIGHT    -        -32.239 (meters)                     GEOID18
 KV0115  DYNAMIC HEIGHT  -          3.158 (meters)       10.36  (feet) COMP
 KV0115  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 KV0115
 KV0115  VERT ORDER      -  FIRST     CLASS II
 KV0115
 KV0115.The horizontal coordinates were scaled from a map and have
 KV0115.an estimated accuracy of +/- 6 seconds.
 KV0115
 KV0115.The orthometric height was determined by differential leveling and
 KV0115.adjusted by the NATIONAL GEODETIC SURVEY
 KV0115.in June 1991.
 KV0115
 KV0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0115.GEOID18 height accuracy estimate available here.
 KV0115
 KV0115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718153(NAD 83)
 KV0115
 KV0115                          SUPERSEDED SURVEY CONTROL
 KV0115
 KV0115  NGVD 29 (11/26/84)    3.481  (m)           11.42   (f) ADJUSTED    1 2
 KV0115
 KV0115.Superseded values are not recommended for survey control.
 KV0115
 KV0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0115.See file dsdata.pdf to determine how the superseded data were derived.
 KV0115
 KV0115_MARKER: DB = BENCH MARK DISK
 KV0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0115_STAMPING: BELLEVILLE 1933
 KV0115_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV4135 ***********************************************************************
 KV4135  DESIGNATION -  BELLEVILLE NEALY WIRE WKS CHIM
 KV4135  PID         -  KV4135
 KV4135  STATE/COUNTY-  NJ/ESSEX
 KV4135  COUNTRY     -  US
 KV4135  USGS QUAD   -  ORANGE (2016)
 KV4135
 KV4135                         *CURRENT SURVEY CONTROL
 KV4135  ______________________________________________________________________
 KV4135* NAD 83(1996) POSITION- 40 47 37.58505(N) 074 08 42.86064(W)   ADJUSTED
 KV4135  ______________________________________________________________________
 KV4135  GEOID HEIGHT    -        -32.228 (meters)                     GEOID18
 KV4135  LAPLACE CORR    -          5.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4135.GEOID18 height accuracy estimate available here.
 KV4135
 KV4135.Click photographs - Photos may exist for this station.
 KV4135
 KV4135.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4135
 KV4135. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7211016215(NAD 83)
 KV4135
 KV4135                          SUPERSEDED SURVEY CONTROL
 KV4135
 KV4135  NAD 83(1996)-  40 47 37.58484(N)    074 08 42.86090(W) AD(       ) 3
 KV4135  NAD 83(1986)-  40 47 37.58253(N)    074 08 42.86643(W) AD(       ) 3
 KV4135  NAD 27      -  40 47 37.21900(N)    074 08 44.34200(W) AD(       ) 3
 KV4135  USSD        -  40 47 37.59000(N)    074 08 44.23000(W) AD(       ) 3
 KV4135
 KV4135.Superseded values are not recommended for survey control.
 KV4135
 KV4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4135.See file dsdata.pdf to determine how the superseded data were derived.
 KV4135
 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 = JULY 24, 2026 22:12:30 EDT
 KV4133 ***********************************************************************
 KV4133  DESIGNATION -  BELLEVILLE WESTINGHSE LAMP TK
 KV4133  PID         -  KV4133
 KV4133  STATE/COUNTY-  NJ/ESSEX
 KV4133  COUNTRY     -  US
 KV4133  USGS QUAD   -  ORANGE (2016)
 KV4133
 KV4133                         *CURRENT SURVEY CONTROL
 KV4133  ______________________________________________________________________
 KV4133* NAD 83(1996) POSITION- 40 48 16.75005(N) 074 08 42.64583(W)   ADJUSTED
 KV4133  ______________________________________________________________________
 KV4133  GEOID HEIGHT    -        -32.223 (meters)                     GEOID18
 KV4133  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4133.GEOID18 height accuracy estimate available here.
 KV4133
 KV4133.Click photographs - Photos may exist for this station.
 KV4133
 KV4133.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4133
 KV4133. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7210317423(NAD 83)
 KV4133
 KV4133                          SUPERSEDED SURVEY CONTROL
 KV4133
 KV4133  NAD 83(1996)-  40 48 16.74982(N)    074 08 42.64599(W) AD(       ) 3
 KV4133  NAD 83(1986)-  40 48 16.74506(N)    074 08 42.64794(W) AD(       ) 3
 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
 KV4133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4133.See file dsdata.pdf to determine how the superseded data were derived.
 KV4133
 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 = JULY 24, 2026 22:12:30 EDT
 KV4134 ***********************************************************************
 KV4134  DESIGNATION -  BELLEVILLE WESTINGHSE LAMP CHY
 KV4134  PID         -  KV4134
 KV4134  STATE/COUNTY-  NJ/ESSEX
 KV4134  COUNTRY     -  US
 KV4134  USGS QUAD   -  ORANGE (2016)
 KV4134
 KV4134                         *CURRENT SURVEY CONTROL
 KV4134  ______________________________________________________________________
 KV4134* NAD 83(1996) POSITION- 40 48 15.45327(N) 074 08 41.83454(W)   ADJUSTED
 KV4134  ______________________________________________________________________
 KV4134  GEOID HEIGHT    -        -32.223 (meters)                     GEOID18
 KV4134  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4134.GEOID18 height accuracy estimate available here.
 KV4134
 KV4134.Click photographs - Photos may exist for this station.
 KV4134
 KV4134.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4134
 KV4134. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7212317383(NAD 83)
 KV4134
 KV4134                          SUPERSEDED SURVEY CONTROL
 KV4134
 KV4134  NAD 83(1996)-  40 48 15.45304(N)    074 08 41.83470(W) AD(       ) 3
 KV4134  NAD 83(1986)-  40 48 15.44952(N)    074 08 41.83677(W) AD(       ) 3
 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
 KV4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4134.See file dsdata.pdf to determine how the superseded data were derived.
 KV4134
 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 = JULY 24, 2026 22:12:30 EDT
 JU3158 ***********************************************************************
 JU3158  DESIGNATION -  BELLEVUE HOTEL RM
 JU3158  PID         -  JU3158
 JU3158  STATE/COUNTY-  NJ/GLOUCESTER
 JU3158  COUNTRY     -  US
 JU3158  USGS QUAD   -  PHILADELPHIA (2019)
 JU3158
 JU3158                         *CURRENT SURVEY CONTROL
 JU3158  ______________________________________________________________________
 JU3158* NAD 83(1996) POSITION- 39 52 35.51290(N) 075 10 35.23460(W)   ADJUSTED
 JU3158* NAVD 88 ORTHO HEIGHT -     7.    (meters)       23.    (feet) SCALED
 JU3158  ______________________________________________________________________
 JU3158  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 JU3158  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3158.GEOID18 height accuracy estimate available here.
 JU3158
 JU3158.Click photographs - Photos may exist for this station.
 JU3158
 JU3158.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3158
 JU3158. The following values were computed from the NAD 83(1996) position.
 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       -  IRISH                                    106 22 51.9
 JU3158:SPC PA S     -  IRISH                                    104 16 39.6
 JU3158:UTM  18      -  IRISH                                    106 03 37.8
 JU3158
 JU3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8491014068(NAD 83)
 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  USSD        -  39 52 35.51000(N)    075 10 36.46000(W) AD(       ) 3
 JU3158
 JU3158.Superseded values are not recommended for survey control.
 JU3158
 JU3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3158.See file dsdata.pdf to determine how the superseded data were derived.
 JU3158
 JU3158_MARKER: V = STONE MONUMENT
 JU3158_SETTING: 0 = UNSPECIFIED SETTING
 JU3158_PROJECTION: PROJECTING 5 CENTIMETERS
 JU3158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV0806 ***********************************************************************
 KV0806  DESIGNATION -  BELMAR
 KV0806  PID         -  KV0806
 KV0806  STATE/COUNTY-  NJ/MONMOUTH
 KV0806  COUNTRY     -  US
 KV0806  USGS QUAD   -  ASBURY PARK (2019)
 KV0806
 KV0806                         *CURRENT SURVEY CONTROL
 KV0806  ______________________________________________________________________
 KV0806* NAD 83(2011) POSITION- 40 11 08.96282(N) 074 00 39.09721(W)   ADJUSTED
 KV0806* NAD 83(2011) ELLIP HT-   -28.577 (meters)        (06/27/12)   ADJUSTED
 KV0806* NAD 83(2011) EPOCH   -  2010.00
 KV0806* NAVD 88 ORTHO HEIGHT -     4.327 (meters)       14.20  (feet) ADJUSTED
 KV0806  ______________________________________________________________________
 KV0806  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 KV0806  NAD 83(2011) X  -  1,344,055.131 (meters)                     COMP
 KV0806  NAD 83(2011) Y  - -4,690,632.712 (meters)                     COMP
 KV0806  NAD 83(2011) Z  -  4,093,751.485 (meters)                     COMP
 KV0806  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 KV0806  DYNAMIC HEIGHT  -          4.325 (meters)       14.19  (feet) COMP
 KV0806  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 KV0806
 KV0806  VERT ORDER      -  FIRST     CLASS II
 KV0806
 KV0806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0806  Standards:
 KV0806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0806  -------------------------------------------------------------------
 KV0806  NETWORK    0.35   0.55           0.15   0.14   0.28      0.04155898
 KV0806  -------------------------------------------------------------------
 KV0806  Click here for local accuracies and other accuracy information.
 KV0806
 KV0806.The horizontal coordinates were established by GPS observations
 KV0806.and adjusted by the National Geodetic Survey in June 2012.
 KV0806
 KV0806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0806.been affixed to the stable North American tectonic plate. See 
 KV0806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0806
 KV0806.The horizontal coordinates are valid at the epoch date displayed above
 KV0806.which is a decimal equivalence of Year/Month/Day.
 KV0806
 KV0806.The orthometric height was determined by differential leveling and
 KV0806.adjusted by the NATIONAL GEODETIC SURVEY
 KV0806.in May 2011.
 KV0806
 KV0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0806.GEOID18 height accuracy estimate available here.
 KV0806
 KV0806.Click photographs - Photos may exist for this station.
 KV0806
 KV0806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0806
 KV0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0806
 KV0806.The ellipsoidal height was determined by GPS observations
 KV0806.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0806
 KV0806;                    North         East     Units Scale Factor Converg.
 KV0806;SPC NJ       -   150,260.192   191,651.999   MT  0.99992135   +0 18 56.3
 KV0806;SPC NJ       -   492,978.65    628,778.27   sFT  0.99992135   +0 18 56.3
 KV0806;UTM  18      - 4,448,851.118   584,204.059   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:                Primary Azimuth Mark                     Grid Az
 KV0806:SPC NJ       -  BELMAR AZ MK                             324 39 38.3
 KV0806:UTM  18      -  BELMAR AZ MK                             324 20 16.7
 KV0806
 KV0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8420448851(NAD 83)
 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          149.183 METERS 06342     |
 KV0806| KV0807 BELMAR RM 2                          21.737 METERS 10630     |
 KV0806| KV5212 SPRING LAKE EAST TANK               APPROX. 3.8 KM 2032428.6 |
 KV0806| KV5155 BELMAR STANDPIPE                    APPROX. 1.8 KM 2393518.2 |
 KV0806| KV5146 EVANS SIGNAL LAB RADIO MAST         APPROX. 4.8 KM 2744255.0 |
 KV0806| KV5145 AVON WATER TANK                     APPROX. 1.3 KM 3123241.0 |
 KV0806| KV5129 NEPTUNE MICROWAVE RELAY TOWER       APPROX. 5.7 KM 3191339.8 |
 KV0806| KV5132 NEPTUNE RADIO STA WJLK TOWER        APPROX. 4.5 KM 3230456.0 |
 KV0806| KV0804 BELMAR AZ MK                                       3245834.6 |
 KV0806| KV5181 OAKHURST US ARMY TOWER              APPROX. 6.5 KM 3355526.8 |
 KV0806|---------------------------------------------------------------------|
 KV0806
 KV0806                          SUPERSEDED SURVEY CONTROL
 KV0806
 KV0806  NAD 83(2007)-  40 11 08.96323(N)    074 00 39.09766(W) AD(2002.00) 0
 KV0806  ELLIP H (02/10/07)  -28.569  (m)                       GP(2002.00)    
 KV0806  ELLIP H (10/23/02)  -28.551  (m)                       GP(       ) 4 1
 KV0806  NAD 83(1996)-  40 11 08.96305(N)    074 00 39.09764(W) AD(       ) 1
 KV0806  ELLIP H (05/14/99)  -28.572  (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)  -28.532  (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               4.33   (m)           14.2    (f) LEVELING    3  
 KV0806  NAVD 88               4.33   (m)           14.2    (f) LEVELING    3  
 KV0806  NAVD 88 (06/15/91)    4.331  (m)           14.21   (f) SUPERSEDED  1 1
 KV0806  NGVD 29 (04/16/92)    4.661  (m)           15.29   (f) ADJUSTED    1 1
 KV0806  NGVD 29 (01/10/92)    4.661  (m)           15.29   (f) SUPERSEDED  1 1
 KV0806  NGVD 29 (??/??/87)    4.712  (m)           15.46   (f) SUPERSEDED  1 1
 KV0806  NGVD 29               4.71   (m)           15.5    (f) LEVELING    3  
 KV0806
 KV0806.Superseded values are not recommended for survey control.
 KV0806
 KV0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0806.See file dsdata.pdf to determine how the superseded data were derived.
 KV0806
 KV0806_MARKER: DD = SURVEY DISK
 KV0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0806_STAMPING: BELMAR 1962
 KV0806_MARK LOGO: CGS
 KV0806_PROJECTION: RECESSED 20 CENTIMETERS
 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 18, 2012
 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  HISTORY     - 20070419 GOOD             NJDEP
 KV0806  HISTORY     - 20080507 GOOD             NJGS
 KV0806  HISTORY     - 20100429 GOOD             USACE
 KV0806  HISTORY     - 20120418 GOOD             NJGS
 KV0806  HISTORY     - 20130614 GOOD             USACE
 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.
 KV0806
 KV0806                          STATION RECOVERY (2007)
 KV0806
 KV0806'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 KV0806'DISC IS 1.0FT SOUTHEAST OF LATHE, 1.0FT WEST OF A 'KEEP BELMAR
 KV0806'BEAUTIFUL' SIGN, IN THE NORTHEAST CORNER OF SCHRODER PARK, NEXT TO 7
 KV0806'INCH HIGH BRICK WALL.  STATION IS IN A SMALL HOLE AND IS EXPOSED.
 KV0806
 KV0806                          STATION RECOVERY (2008)
 KV0806
 KV0806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV0806'RECOVERED AS DESCRIBED.
 KV0806
 KV0806                          STATION RECOVERY (2010)
 KV0806
 KV0806'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (SR)
 KV0806'RECOVERED IN GOOD CONDITION.
 KV0806
 KV0806                          STATION RECOVERY (2012)
 KV0806
 KV0806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0806'RECOVERED IN GOOD CONDITION.
 KV0806'
 KV0806'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST
 KV0806'OF POINT PLEASANT, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF POINT PLEASANT
 KV0806'BEACH AND 2.4 MI (3.9 KM) SOUTH OF ASBURY PARK.
 KV0806
 KV0806                          STATION RECOVERY (2013)
 KV0806
 KV0806'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (MEA)
 KV0806'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0804 ***********************************************************************
 KV0804  DESIGNATION -  BELMAR AZ MK
 KV0804  PID         -  KV0804
 KV0804  STATE/COUNTY-  NJ/MONMOUTH
 KV0804  COUNTRY     -  US
 KV0804  USGS QUAD   -  ASBURY PARK (2019)
 KV0804
 KV0804                         *CURRENT SURVEY CONTROL
 KV0804  ______________________________________________________________________
 KV0804* NAD 83(1986) POSITION- 40 11 20.52   (N) 074 00 49.66   (W)   HD_HELD1
 KV0804* NAVD 88 ORTHO HEIGHT -     1.549 (meters)        5.08  (feet) ADJUSTED
 KV0804  ______________________________________________________________________
 KV0804  GEOID HEIGHT    -        -32.896 (meters)                     GEOID18
 KV0804  DYNAMIC HEIGHT  -          1.549 (meters)        5.08  (feet) COMP
 KV0804  MODELED GRAVITY -    980,166.9   (mgal)                       NAVD 88
 KV0804
 KV0804  VERT ORDER      -  FIRST     CLASS II
 KV0804
 KV0804.The horizontal coordinates were determined by differentially corrected
 KV0804.hand held GPS observations or other comparable positioning techniques
 KV0804.and have an estimated accuracy of +/- 3 meters.
 KV0804
 KV0804.The orthometric height was determined by differential leveling and
 KV0804.adjusted by the NATIONAL GEODETIC SURVEY
 KV0804.in May 2011.
 KV0804
 KV0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0804.GEOID18 height accuracy estimate available here.
 KV0804
 KV0804.Click photographs - Photos may exist for this station.
 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       -   150,615.3     191,400.2     MT  (+/- 3 meters HH1 GPS) 
 KV0804
 KV0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8395049204(NAD 83)
 KV0804
 KV0804                          SUPERSEDED SURVEY CONTROL
 KV0804
 KV0804  NAVD 88 (06/15/91)    1.555  (m)            5.10   (f) SUPERSEDED  1 1
 KV0804  NGVD 29 (04/16/92)    1.885  (m)            6.18   (f) ADJUSTED    1 1
 KV0804  NGVD 29 (01/10/92)    1.885  (m)            6.18   (f) SUPERSEDED  1 1
 KV0804  NGVD 29 (??/??/87)    1.933  (m)            6.34   (f) SUPERSEDED  1 1
 KV0804
 KV0804.Superseded values are not recommended for survey control.
 KV0804
 KV0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0804.See file dsdata.pdf to determine how the superseded data were derived.
 KV0804
 KV0804_MARKER: DZ = AZIMUTH MARK DISK
 KV0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0804_STAMPING: BELMAR 1962
 KV0804_MARK LOGO: CGS
 KV0804_PROJECTION: RECESSED 20 CENTIMETERS
 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 - June 14, 2013
 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  HISTORY     - 20080507 GOOD             NJGS
 KV0804  HISTORY     - 20130614 GOOD             USACE
 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) .
 KV0804
 KV0804                          STATION RECOVERY (2008)
 KV0804
 KV0804'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV0804'RECOVERED AS DESCRIBED.
 KV0804
 KV0804                          STATION RECOVERY (2013)
 KV0804
 KV0804'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (MEA)
 KV0804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0805 ***********************************************************************
 KV0805  DESIGNATION -  BELMAR RM 1
 KV0805  PID         -  KV0805
 KV0805  STATE/COUNTY-  NJ/MONMOUTH
 KV0805  COUNTRY     -  US
 KV0805  USGS QUAD   -  ASBURY PARK (2019)
 KV0805
 KV0805                         *CURRENT SURVEY CONTROL
 KV0805  ______________________________________________________________________
 KV0805* NAD 83(1986) POSITION- 40 11 09.67   (N) 074 00 38.61   (W)   HD_HELD1
 KV0805* NAVD 88 ORTHO HEIGHT -     4.069 (meters)       13.35  (feet) ADJUSTED
 KV0805  ______________________________________________________________________
 KV0805  GEOID HEIGHT    -        -32.904 (meters)                     GEOID18
 KV0805  DYNAMIC HEIGHT  -          4.067 (meters)       13.34  (feet) COMP
 KV0805  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 KV0805
 KV0805  VERT ORDER      -  FIRST     CLASS II
 KV0805
 KV0805.The horizontal coordinates were determined by differentially corrected
 KV0805.hand held GPS observations or other comparable positioning techniques
 KV0805.and have an estimated accuracy of +/- 3 meters.
 KV0805
 KV0805.The orthometric height was determined by differential leveling and
 KV0805.adjusted by the NATIONAL GEODETIC SURVEY
 KV0805.in September 2015.
 KV0805
 KV0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0805.GEOID18 height accuracy estimate available here.
 KV0805
 KV0805.Click photographs - Photos may exist for this station.
 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       -   150,282.1     191,663.4     MT  (+/- 3 meters HH1 GPS) 
 KV0805
 KV0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8421548873(NAD 83)
 KV0805
 KV0805                          SUPERSEDED SURVEY CONTROL
 KV0805
 KV0805  NAVD 88 (05/25/11)    4.070  (m)           13.35   (f) SUPERSEDED  1 2
 KV0805  NAVD 88 (06/15/91)    4.079  (m)           13.38   (f) SUPERSEDED  1 1
 KV0805  NGVD 29 (04/16/92)    4.409  (m)           14.47   (f) ADJUSTED    1 1
 KV0805  NGVD 29 (01/10/92)    4.409  (m)           14.47   (f) SUPERSEDED  1 1
 KV0805  NGVD 29 (??/??/87)    4.466  (m)           14.65   (f) SUPERSEDED  1 1
 KV0805
 KV0805.Superseded values are not recommended for survey control.
 KV0805
 KV0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0805.See file dsdata.pdf to determine how the superseded data were derived.
 KV0805
 KV0805_MARKER: DR = REFERENCE MARK DISK
 KV0805_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0805_SP_SET: CURB
 KV0805_STAMPING: BELMAR NO 1 1962
 KV0805_MARK LOGO: CGS
 KV0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0805+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 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  HISTORY     - 20080507 GOOD             NJGS
 KV0805  HISTORY     - 20120523 GOOD             NJGS
 KV0805  HISTORY     - 20130614 GOOD             USACE
 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.
 KV0805
 KV0805                          STATION RECOVERY (2008)
 KV0805
 KV0805'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV0805'RECOVERED AS DESCRIBED.
 KV0805
 KV0805                          STATION RECOVERY (2012)
 KV0805
 KV0805'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0805'RECOVERED IN GOOD CONDITION.
 KV0805'
 KV0805'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST
 KV0805'OF POINT PLEASANT, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF POINT PLEASANT
 KV0805'BEACH AND 2.4 MI (3.9 KM) SOUTH OF ASBURY PARK.
 KV0805
 KV0805                          STATION RECOVERY (2013)
 KV0805
 KV0805'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (MEA)
 KV0805'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0807 ***********************************************************************
 KV0807  DESIGNATION -  BELMAR RM 2
 KV0807  PID         -  KV0807
 KV0807  STATE/COUNTY-  NJ/MONMOUTH
 KV0807  COUNTRY     -  US
 KV0807  USGS QUAD   -  ASBURY PARK (2019)
 KV0807
 KV0807                         *CURRENT SURVEY CONTROL
 KV0807  ______________________________________________________________________
 KV0807* NAD 83(1986) POSITION- 40 11 08.76   (N) 074 00 38.22   (W)   HD_HELD1
 KV0807* NAVD 88 ORTHO HEIGHT -     4.275 (meters)       14.03  (feet) ADJUSTED
 KV0807  ______________________________________________________________________
 KV0807  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 KV0807  DYNAMIC HEIGHT  -          4.273 (meters)       14.02  (feet) COMP
 KV0807  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 KV0807
 KV0807  VERT ORDER      -  FIRST     CLASS I
 KV0807
 KV0807.The horizontal coordinates were determined by differentially corrected
 KV0807.hand held GPS observations or other comparable positioning techniques
 KV0807.and have an estimated accuracy of +/- 3 meters.
 KV0807
 KV0807.The orthometric height was determined by differential leveling and
 KV0807.adjusted by the NATIONAL GEODETIC SURVEY
 KV0807.in June 1991.
 KV0807
 KV0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0807.GEOID18 height accuracy estimate available here.
 KV0807
 KV0807.Click photographs - Photos may exist for this station.
 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       -   150,254.1     191,672.8     MT  (+/- 3 meters HH1 GPS) 
 KV0807
 KV0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8422448845(NAD 83)
 KV0807
 KV0807                          SUPERSEDED SURVEY CONTROL
 KV0807
 KV0807  NGVD 29 (04/16/92)    4.596  (m)           15.08   (f) ADJUSTED    1 1
 KV0807  NGVD 29 (??/??/87)    4.647  (m)           15.25   (f) SUPERSEDED  1 1
 KV0807
 KV0807.Superseded values are not recommended for survey control.
 KV0807
 KV0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0807.See file dsdata.pdf to determine how the superseded data were derived.
 KV0807
 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 = JULY 24, 2026 22:12:30 EDT
 KV5142 ***********************************************************************
 KV5142  DESIGNATION -  BELMAR SILVER TANK
 KV5142  PID         -  KV5142
 KV5142  STATE/COUNTY-  NJ/MONMOUTH
 KV5142  COUNTRY     -  US
 KV5142  USGS QUAD   -  ASBURY PARK (2019)
 KV5142
 KV5142                         *CURRENT SURVEY CONTROL
 KV5142  ______________________________________________________________________
 KV5142* NAD 83(1996) POSITION- 40 12 06.65882(N) 074 01 14.13347(W)   ADJUSTED
 KV5142  ______________________________________________________________________
 KV5142  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 KV5142  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5142.GEOID18 height accuracy estimate available here.
 KV5142
 KV5142.Click photographs - Photos may exist for this station.
 KV5142
 KV5142.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5142
 KV5142. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8335550620(NAD 83)
 KV5142
 KV5142                          SUPERSEDED SURVEY CONTROL
 KV5142
 KV5142  NAD 83(1986)-  40 12 06.65768(N)    074 01 14.12808(W) AD(       ) 3
 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
 KV5142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5142.See file dsdata.pdf to determine how the superseded data were derived.
 KV5142
 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 = JULY 24, 2026 22:12:30 EDT
 KV3561 ***********************************************************************
 KV3561  DESIGNATION -  BELVIDERE
 KV3561  PID         -  KV3561
 KV3561  STATE/COUNTY-  NJ/WARREN
 KV3561  COUNTRY     -  US
 KV3561  USGS QUAD   -  BELVIDERE (2019)
 KV3561
 KV3561                         *CURRENT SURVEY CONTROL
 KV3561  ______________________________________________________________________
 KV3561* NAD 83(1996) POSITION- 40 49 49.80035(N) 075 02 17.97315(W)   ADJUSTED
 KV3561* NAVD 88 ORTHO HEIGHT -   147.    (meters)      482.    (feet) SCALED
 KV3561  ______________________________________________________________________
 KV3561  GEOID HEIGHT    -        -33.502 (meters)                     GEOID18
 KV3561  LAPLACE CORR    -          3.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3561.GEOID18 height accuracy estimate available here.
 KV3561
 KV3561.Click photographs - Photos may exist for this station.
 KV3561
 KV3561.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3561
 KV3561. The following values were computed from the NAD 83(1996) position.
 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  =   0.99958237
 KV3561
 KV3561:                Primary Azimuth Mark                     Grid Az
 KV3561:SPC NJ       -  MONTANA BCN NJGS AWY BCN 66              199 00 41.8
 KV3561:SPC PA S     -  MONTANA BCN NJGS AWY BCN 66              196 54 01.2
 KV3561:UTM  18      -  MONTANA BCN NJGS AWY BCN 66              198 41 04.9
 KV3561
 KV3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9676819941(NAD 83)
 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
 KV3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3561.See file dsdata.pdf to determine how the superseded data were derived.
 KV3561
 KV3561_MARKER: DD = SURVEY DISK
 KV3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3561_STAMPING: BELVIDERE
 KV3561_MARK LOGO: NJDCED
 KV3561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3561+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2923 ***********************************************************************
 JU2923  DESIGNATION -  BEN
 JU2923  PID         -  JU2923
 JU2923  STATE/COUNTY-  NJ/CAPE MAY
 JU2923  COUNTRY     -  US
 JU2923  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2923
 JU2923                         *CURRENT SURVEY CONTROL
 JU2923  ______________________________________________________________________
 JU2923* NAD 83(1996) POSITION- 39 12 08.50728(N) 074 40 43.36018(W)   ADJUSTED
 JU2923* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2923  ______________________________________________________________________
 JU2923  GEOID HEIGHT    -        -34.838 (meters)                     GEOID18
 JU2923  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2923.GEOID18 height accuracy estimate available here.
 JU2923
 JU2923.Click photographs - Photos may exist for this station.
 JU2923
 JU2923.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2923
 JU2923. The following values were computed from the NAD 83(1996) position.
 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  =   0.99961485
 JU2923
 JU2923:                Primary Azimuth Mark                     Grid Az
 JU2923:SPC NJ       -  SEAVILLE                                 272 49 31.4
 JU2923:UTM  18      -  SEAVILLE                                 272 30 33.7
 JU2923
 JU2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2774139282(NAD 83)
 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
 JU2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2923.See file dsdata.pdf to determine how the superseded data were derived.
 JU2923
 JU2923_MARKER: DS = TRIANGULATION STATION DISK
 JU2923_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2923_STAMPING: BEN 1936
 JU2923_MARK LOGO: CGS
 JU2923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU3393 ***********************************************************************
 JU3393  DESIGNATION -  BEN DAVIS 1839
 JU3393  PID         -  JU3393
 JU3393  STATE/COUNTY-  NJ/CUMBERLAND
 JU3393  COUNTRY     -  US
 JU3393  USGS QUAD   -  BEN DAVIS POINT (2019)
 JU3393
 JU3393                         *CURRENT SURVEY CONTROL
 JU3393  ______________________________________________________________________
 JU3393* NAD 83(1996) POSITION- 39 17 15.33174(N) 075 17 27.92590(W)   ADJUSTED
 JU3393* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3393  ______________________________________________________________________
 JU3393  GEOID HEIGHT    -        -34.151 (meters)                     GEOID18
 JU3393  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3393.GEOID18 height accuracy estimate available here.
 JU3393
 JU3393.Click photographs - Photos may exist for this station.
 JU3393
 JU3393.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3393
 JU3393. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000541  x   0.99995733  =   0.99996274
 JU3393!UTM  18      -   1.00000541  x   0.99960776  =   0.99961316
 JU3393
 JU3393:                Primary Azimuth Mark                     Grid Az
 JU3393:SPC NJ       -  EGG ISLAND 2 1841                        133 33 30.8
 JU3393:UTM  18      -  EGG ISLAND 2 1841                        133 14 31.0
 JU3393
 JU3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7489648732(NAD 83)
 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  USBS        -  39 17 12.09000(N)    075 17 09.57000(W) AD(       ) 3
 JU3393  USSD        -  39 17 15.36200(N)    075 17 29.10400(W) AD(       ) 3
 JU3393
 JU3393.Superseded values are not recommended for survey control.
 JU3393
 JU3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3393.See file dsdata.pdf to determine how the superseded data were derived.
 JU3393
 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 = JULY 24, 2026 22:12:30 EDT
 KV3919 ***********************************************************************
 KV3919  DESIGNATION -  BEND
 KV3919  PID         -  KV3919
 KV3919  STATE/COUNTY-  NJ/PASSAIC
 KV3919  COUNTRY     -  US
 KV3919  USGS QUAD   -  WEEHAWKEN (2016)
 KV3919
 KV3919                         *CURRENT SURVEY CONTROL
 KV3919  ______________________________________________________________________
 KV3919* NAD 83(1996) POSITION- 40 50 16.49129(N) 074 07 27.60288(W)   ADJUSTED
 KV3919* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV3919  ______________________________________________________________________
 KV3919  GEOID HEIGHT    -        -32.153 (meters)                     GEOID18
 KV3919  LAPLACE CORR    -          6.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3919.GEOID18 height accuracy estimate available here.
 KV3919
 KV3919.Click photographs - Photos may exist for this station.
 KV3919
 KV3919.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3919
 KV3919. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7382521133(NAD 83)
 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  USSD        -  40 50 16.50400(N)    074 07 28.98900(W) AD(       ) 3
 KV3919
 KV3919.Superseded values are not recommended for survey control.
 KV3919
 KV3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3919.See file dsdata.pdf to determine how the superseded data were derived.
 KV3919
 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 = JULY 24, 2026 22:12:30 EDT
 JU2609 ***********************************************************************
 JU2609  DESIGNATION -  BEND 1935
 JU2609  PID         -  JU2609
 JU2609  STATE/COUNTY-  NJ/OCEAN
 JU2609  COUNTRY     -  US
 JU2609  USGS QUAD   -  SEASIDE PARK (2019)
 JU2609
 JU2609                         *CURRENT SURVEY CONTROL
 JU2609  ______________________________________________________________________
 JU2609* NAD 83(1996) POSITION- 39 55 52.31617(N) 074 06 20.40852(W)   ADJUSTED
 JU2609* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2609  ______________________________________________________________________
 JU2609  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 JU2609  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2609.GEOID18 height accuracy estimate available here.
 JU2609
 JU2609.Click photographs - Photos may exist for this station.
 JU2609
 JU2609.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2609
 JU2609. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7641620503(NAD 83)
 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
 JU2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2609.See file dsdata.pdf to determine how the superseded data were derived.
 JU2609
 JU2609_MARKER: I = METAL ROD
 JU2609_SETTING: 7 = SET IN TOP OF 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   USACE
 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4053 ***********************************************************************
 KV4053  DESIGNATION -  BER
 KV4053  PID         -  KV4053
 KV4053  STATE/COUNTY-  NJ/BERGEN
 KV4053  COUNTRY     -  US
 KV4053  USGS QUAD   -  WEEHAWKEN (2016)
 KV4053
 KV4053                         *CURRENT SURVEY CONTROL
 KV4053  ______________________________________________________________________
 KV4053* NAD 83(1996) POSITION- 40 48 24.96956(N) 074 03 40.17868(W)   ADJUSTED
 KV4053* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4053  ______________________________________________________________________
 KV4053  GEOID HEIGHT    -        -31.959 (meters)                     GEOID18
 KV4053  LAPLACE CORR    -          7.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4053.GEOID18 height accuracy estimate available here.
 KV4053
 KV4053.Click photographs - Photos may exist for this station.
 KV4053
 KV4053.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4053
 KV4053. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4053:SPC NJ       -  WOOD                                     081 52 49.2
 KV4053:SPC NY L     -  WOOD                                     082 12 25.6
 KV4053:UTM  18      -  WOOD                                     081 33 12.7
 KV4053
 KV4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7918817749(NAD 83)
 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
 KV4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4053.See file dsdata.pdf to determine how the superseded data were derived.
 KV4053
 KV4053_MARKER: T = CHISELED TRIANGLE
 KV4053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV4053_SP_SET: BRIDGE ABUTMENT
 KV4053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV4319 ***********************************************************************
 KV4319  DESIGNATION -  BERGEN
 KV4319  PID         -  KV4319
 KV4319  STATE/COUNTY-  NJ/HUDSON
 KV4319  COUNTRY     -  US
 KV4319  USGS QUAD   -  JERSEY CITY (2019)
 KV4319
 KV4319                         *CURRENT SURVEY CONTROL
 KV4319  ______________________________________________________________________
 KV4319* NAD 83(1996) POSITION- 40 43 04.55882(N) 074 06 03.18237(W)   ADJUSTED
 KV4319* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4319  ______________________________________________________________________
 KV4319  GEOID HEIGHT    -        -32.114 (meters)                     GEOID18
 KV4319  LAPLACE CORR    -          6.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4319.GEOID18 height accuracy estimate available here.
 KV4319
 KV4319.Click photographs - Photos may exist for this station.
 KV4319
 KV4319.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4319
 KV4319. The following values were computed from the NAD 83(1996) position.
 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       -  C 2                                      220 22 14.6
 KV4319:SPC NY L     -  C 2                                      220 41 49.5
 KV4319:UTM  18      -  C 2                                      220 02 40.3
 KV4319
 KV4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7593807834(NAD 83)
 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  USSD        -  40 43 04.56800(N)    074 06 04.57000(W) AD(       ) 3
 KV4319
 KV4319.Superseded values are not recommended for survey control.
 KV4319
 KV4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4319.See file dsdata.pdf to determine how the superseded data were derived.
 KV4319
 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 = JULY 24, 2026 22:12:30 EDT
 KV4336 ***********************************************************************
 KV4336  DESIGNATION -  BERGEN DUTCH REFORMED CH 1855
 KV4336  PID         -  KV4336
 KV4336  STATE/COUNTY-  NJ/HUDSON
 KV4336  COUNTRY     -  US
 KV4336  USGS QUAD   -  JERSEY CITY (2019)
 KV4336
 KV4336                         *CURRENT SURVEY CONTROL
 KV4336  ______________________________________________________________________
 KV4336* NAD 83(1996) POSITION- 40 43 37.11181(N) 074 04 02.98035(W)   ADJUSTED
 KV4336* NAVD 88 ORTHO HEIGHT -    25.    (meters)       82.    (feet) SCALED
 KV4336  ______________________________________________________________________
 KV4336  GEOID HEIGHT    -        -32.009 (meters)                     GEOID18
 KV4336  LAPLACE CORR    -          6.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4336.GEOID18 height accuracy estimate available here.
 KV4336
 KV4336.Click photographs - Photos may exist for this station.
 KV4336
 KV4336.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4336
 KV4336. The following values were computed from the NAD 83(1996) position.
 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       -  STATUE OF LIBERTY                        154 54 58.2
 KV4336:UTM  18      -  STATUE OF LIBERTY                        154 35 23.7
 KV4336
 KV4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7874808867(NAD 83)
 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  USBS        -  40 43 34.47000(N)    074 03 44.49000(W) AD(       ) 3
 KV4336  USSD        -  40 43 37.12800(N)    074 04 04.37200(W) AD(       ) 3
 KV4336
 KV4336.Superseded values are not recommended for survey control.
 KV4336
 KV4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4336.See file dsdata.pdf to determine how the superseded data were derived.
 KV4336
 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       COASUR
 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 = JULY 24, 2026 22:12:30 EDT
 JU4005 ***********************************************************************
 JU4005  CBN         -  This is a Cooperative Base Network Control Station.
 JU4005  DESIGNATION -  BERLIN 1
 JU4005  PID         -  JU4005
 JU4005  STATE/COUNTY-  NJ/CAMDEN
 JU4005  COUNTRY     -  US
 JU4005  USGS QUAD   -  CLEMENTON (2019)
 JU4005
 JU4005                         *CURRENT SURVEY CONTROL
 JU4005  ______________________________________________________________________
 JU4005* NAD 83(2011) POSITION- 39 46 51.79851(N) 074 56 41.97005(W)   ADJUSTED
 JU4005* NAD 83(2011) ELLIP HT-     9.219 (meters)        (06/27/12)   ADJUSTED
 JU4005* NAD 83(2011) EPOCH   -  2010.00
 JU4005* NAVD 88 ORTHO HEIGHT -    42.255 (meters)      138.63  (feet) ADJUSTED
 JU4005  ______________________________________________________________________
 JU4005  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 JU4005  NAD 83(2011) X  -  1,274,914.066 (meters)                     COMP
 JU4005  NAD 83(2011) Y  - -4,739,836.958 (meters)                     COMP
 JU4005  NAD 83(2011) Z  -  4,059,339.119 (meters)                     COMP
 JU4005  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 JU4005  DYNAMIC HEIGHT  -         42.235 (meters)      138.57  (feet) COMP
 JU4005  MODELED GRAVITY -    980,153.9   (mgal)                       NAVD 88
 JU4005
 JU4005  VERT ORDER      -  FIRST     CLASS II
 JU4005
 JU4005  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4005  Standards:
 JU4005         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4005            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4005  -------------------------------------------------------------------
 JU4005  NETWORK    0.25   0.47           0.11   0.09   0.24      0.01077792
 JU4005  -------------------------------------------------------------------
 JU4005  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4005
 JU4005.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4005.been affixed to the stable North American tectonic plate. See 
 JU4005.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4005
 JU4005.The horizontal coordinates are valid at the epoch date displayed above
 JU4005.which is a decimal equivalence of Year/Month/Day.
 JU4005
 JU4005.The orthometric height was determined by differential leveling and
 JU4005.adjusted by the NATIONAL GEODETIC SURVEY
 JU4005.in February 2010.
 JU4005
 JU4005.No vertical observational check was made to the station.
 JU4005
 JU4005.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4005.GEOID18 height accuracy estimate available here.
 JU4005
 JU4005.Click photographs - Photos may exist for this station.
 JU4005
 JU4005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4005
 JU4005.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4005
 JU4005.The ellipsoidal height was determined by GPS observations
 JU4005.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4005
 JU4005;                    North         East     Units Scale Factor Converg.
 JU4005;SPC NJ       -   105,301.549   111,883.101   MT  0.99991788   -0 17 05.0
 JU4005;SPC NJ       -   345,476.83    367,069.81   sFT  0.99991788   -0 17 05.0
 JU4005;UTM  18      - 4,403,458.388   504,710.456   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 25.2
 JU4005:UTM  18      -  BERLIN 2                                 218 01 13.5
 JU4005
 JU4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0471003458(NAD 83)
 JU4005
 JU4005|---------------------------------------------------------------------|
 JU4005| PID    Reference Object                     Distance      Geod. Az  |
 JU4005|                                                           dddmmss.s |
 JU4005| JU4006 BERLIN 2                            APPROX. 0.9 KM 2180320.2 |
 JU4005|---------------------------------------------------------------------|
 JU4005
 JU4005                          SUPERSEDED SURVEY CONTROL
 JU4005
 JU4005  NAD 83(2007)-  39 46 51.79885(N)    074 56 41.97072(W) AD(2002.00) 0
 JU4005  ELLIP H (02/10/07)    9.225  (m)                       GP(2002.00)    
 JU4005  ELLIP H (09/24/01)    9.229  (m)                       GP(       ) 4 1
 JU4005  NAD 83(1996)-  39 46 51.79803(N)    074 56 41.97056(W) AD(       ) B
 JU4005  NAD 83(1992)-  39 46 51.79803(N)    074 56 41.97056(W) AD(       ) 1
 JU4005  ELLIP H (12/16/96)    9.214  (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)    9.181  (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              42.25   (m)          138.6    (f) LEVELING    3  
 JU4005  NAVD 88 (09/26/96)   42.247  (m)          138.61   (f) SUPERSEDED  1 2
 JU4005  NGVD 29 (08/10/88)   42.5    (m)  RAPSU86  model used  GPS OBS        
 JU4005
 JU4005.Superseded values are not recommended for survey control.
 JU4005
 JU4005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4005.See file dsdata.pdf to determine how the superseded data were derived.
 JU4005
 JU4005_MARKER: F = FLANGE-ENCASED ROD
 JU4005_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4005_STAMPING: BERLIN 1 1987
 JU4005_MARK LOGO: NGS
 JU4005_PROJECTION: RECESSED 10 CENTIMETERS
 JU4005_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4005+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 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  HISTORY     - 20070801 GOOD             NJGS
 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.
 JU4005
 JU4005                          STATION RECOVERY (2007)
 JU4005
 JU4005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU4005'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4006 ***********************************************************************
 JU4006  DESIGNATION -  BERLIN 2
 JU4006  PID         -  JU4006
 JU4006  STATE/COUNTY-  NJ/CAMDEN
 JU4006  COUNTRY     -  US
 JU4006  USGS QUAD   -  CLEMENTON (2019)
 JU4006
 JU4006                         *CURRENT SURVEY CONTROL
 JU4006  ______________________________________________________________________
 JU4006* NAD 83(2011) POSITION- 39 46 29.84730(N) 074 57 04.24005(W)   ADJUSTED
 JU4006* NAD 83(2011) ELLIP HT-    12.144 (meters)        (06/27/12)   ADJUSTED
 JU4006* NAD 83(2011) EPOCH   -  2010.00
 JU4006* NAVD 88 ORTHO HEIGHT -    45.194 (meters)      148.27  (feet) ADJUSTED
 JU4006  ______________________________________________________________________
 JU4006  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 JU4006  NAD 83(2011) X  -  1,274,515.359 (meters)                     COMP
 JU4006  NAD 83(2011) Y  - -4,740,395.060 (meters)                     COMP
 JU4006  NAD 83(2011) Z  -  4,058,820.684 (meters)                     COMP
 JU4006  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 JU4006  DYNAMIC HEIGHT  -         45.172 (meters)      148.20  (feet) COMP
 JU4006  MODELED GRAVITY -    980,152.2   (mgal)                       NAVD 88
 JU4006
 JU4006  VERT ORDER      -  FIRST     CLASS II
 JU4006
 JU4006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4006  Standards:
 JU4006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4006  -------------------------------------------------------------------
 JU4006  NETWORK    0.26   0.49           0.12   0.09   0.25      0.01070017
 JU4006  -------------------------------------------------------------------
 JU4006  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4006
 JU4006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4006.been affixed to the stable North American tectonic plate. See 
 JU4006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4006
 JU4006.The horizontal coordinates are valid at the epoch date displayed above
 JU4006.which is a decimal equivalence of Year/Month/Day.
 JU4006
 JU4006.The orthometric height was determined by differential leveling and
 JU4006.adjusted by the NATIONAL GEODETIC SURVEY
 JU4006.in September 1996.
 JU4006
 JU4006.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4006.GEOID18 height accuracy estimate available here.
 JU4006
 JU4006.Click photographs - Photos may exist for this station.
 JU4006
 JU4006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4006
 JU4006.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4006
 JU4006.The ellipsoidal height was determined by GPS observations
 JU4006.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4006
 JU4006;                    North         East     Units Scale Factor Converg.
 JU4006;SPC NJ       -   104,627.251   111,349.801   MT  0.99991839   -0 17 19.2
 JU4006;SPC NJ       -   343,264.57    365,320.14   sFT  0.99991839   -0 17 19.2
 JU4006;UTM  18      - 4,402,781.337   504,181.098   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  =   0.99959832
 JU4006
 JU4006:                Primary Azimuth Mark                     Grid Az
 JU4006:SPC NJ       -  BERLIN 1                                 038 20 25.1
 JU4006:UTM  18      -  BERLIN 1                                 038 01 13.5
 JU4006
 JU4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0418102781(NAD 83)
 JU4006
 JU4006|---------------------------------------------------------------------|
 JU4006| PID    Reference Object                     Distance      Geod. Az  |
 JU4006|                                                           dddmmss.s |
 JU4006| JU4005 BERLIN 1                            APPROX. 0.9 KM 0380305.9 |
 JU4006|---------------------------------------------------------------------|
 JU4006
 JU4006                          SUPERSEDED SURVEY CONTROL
 JU4006
 JU4006  NAD 83(2007)-  39 46 29.84765(N)    074 57 04.24071(W) AD(2002.00) 0
 JU4006  ELLIP H (02/10/07)   12.151  (m)                       GP(2002.00)    
 JU4006  ELLIP H (09/25/02)   12.157  (m)                       GP(       ) 4 1
 JU4006  NAD 83(1996)-  39 46 29.84733(N)    074 57 04.24065(W) AD(       ) 1
 JU4006  ELLIP H (05/14/99)   12.161  (m)                       GP(       ) 4 1
 JU4006  NAD 83(1992)-  39 46 29.84687(N)    074 57 04.24056(W) AD(       ) 1
 JU4006  ELLIP H (12/16/96)   12.134  (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)   12.118  (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              45.19   (m)          148.3    (f) LEVELING    3  
 JU4006  NGVD 29 (08/10/88)   45.5    (m)  RAPSU86  model used  GPS OBS        
 JU4006
 JU4006.Superseded values are not recommended for survey control.
 JU4006
 JU4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4006.See file dsdata.pdf to determine how the superseded data were derived.
 JU4006
 JU4006_MARKER: F = FLANGE-ENCASED ROD
 JU4006_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4006_STAMPING: BERLIN 2 1987
 JU4006_MARK LOGO: NGS
 JU4006_PROJECTION: RECESSED 10 CENTIMETERS
 JU4006_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4006+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2007
 JU4006
 JU4006  HISTORY     - Date     Condition        Report By
 JU4006  HISTORY     - 1987     MONUMENTED       AEROS
 JU4006  HISTORY     - 19950313 GOOD             NJGS
 JU4006  HISTORY     - 19990713 GOOD             NJGS
 JU4006  HISTORY     - 20070801 GOOD             NJGS
 JU4006  HISTORY     - 20070920 GOOD             INDIV
 JU4006  HISTORY     - 20070921 GOOD             INDIV
 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.
 JU4006
 JU4006                          STATION RECOVERY (2007)
 JU4006
 JU4006'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU4006'RECOVERED AS DESCRIBED.
 JU4006
 JU4006                          STATION RECOVERY (2007)
 JU4006
 JU4006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 JU4006'RECOVERED IN GOOD CONDITION.
 JU4006
 JU4006                          STATION RECOVERY (2007)
 JU4006
 JU4006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 JU4006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3012 ***********************************************************************
 JU3012  DESIGNATION -  BERLIN RESET
 JU3012  PID         -  JU3012
 JU3012  STATE/COUNTY-  NJ/CAMDEN
 JU3012  COUNTRY     -  US
 JU3012  USGS QUAD   -  CLEMENTON (2019)
 JU3012
 JU3012                         *CURRENT SURVEY CONTROL
 JU3012  ______________________________________________________________________
 JU3012* NAD 83(1996) POSITION- 39 48 55.85884(N) 074 54 43.81206(W)   ADJUSTED
 JU3012* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 JU3012  ______________________________________________________________________
 JU3012  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 JU3012  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3012.GEOID18 height accuracy estimate available here.
 JU3012
 JU3012.Click photographs - Photos may exist for this station.
 JU3012
 JU3012.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3012
 JU3012. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999472  x   0.99991533  =   0.99991005
 JU3012!SPC PA S     -   0.99999472  x   1.00002051  =   1.00001523
 JU3012!UTM  18      -   0.99999472  x   0.99960070  =   0.99959542
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0751707285(NAD 83)
 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  USSD        -  39 48 55.85000(N)    074 54 45.07000(W) AD(       ) 3
 JU3012
 JU3012.Superseded values are not recommended for survey control.
 JU3012
 JU3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3012.See file dsdata.pdf to determine how the superseded data were derived.
 JU3012
 JU3012_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3012_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 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 - March 03, 2016
 JU3012
 JU3012  HISTORY     - Date     Condition        Report By
 JU3012  HISTORY     - 1876     MONUMENTED       COASUR
 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  HISTORY     - 20160303 GOOD             INDIV
 JU3012
 JU3012                          STATION DESCRIPTION
 JU3012
 JU3012'DESCRIBED BY COAST SURVEY (CGS) 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.
 JU3012
 JU3012                          STATION RECOVERY (2016)
 JU3012
 JU3012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (HBH)
 JU3012'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 JU3012'REFERENCE MARK 2 WAS NOT FOUND.
 JU3012'THE STURBRIDGE WOODS DEVELOPMENT HAS BEEN EXTENDED SINCE THE 1990
 JU3012'RECOVERY AND THE PAVED ROADS NOW END NEAR THE STATION. TO REACH THE
 JU3012'STATION FROM THE JUNCTION OF STATE ROUTE 73 AND COOPER ROAD, GO
 JU3012'SOUTHEAST ON COOPER ROAD FOR 0.35 MI TO FORREST HILLS DRIVE ON THE
 JU3012'LEFT. TURN LEFT AND GO 0.45 MI ON FORREST HILLS DRIVE THEN BEAR RIGHT
 JU3012'STILL ON FORREST HILLS DRIVE FOR 0.40 MI.
 JU3012'TURN RIGHT ON LONGWOOD ROAD AND GO 0.15 MI TO THE END OF THE
 JU3012'CUL-DE-SAC. FOLLOW THE DIRT PATH SOUTH FOR ABOUT 150 FEET AND THEN
 JU3012'WEST THROUGH TREES AND BRUSH ABOUT 400 FEET TO THE STATION. NOTE - THE
 JU3012'STATION IS IN VOORHEES TOWNSHIP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3011 ***********************************************************************
 JU3011  DESIGNATION -  BERLIN STANDPIPE
 JU3011  PID         -  JU3011
 JU3011  STATE/COUNTY-  NJ/CAMDEN
 JU3011  COUNTRY     -  US
 JU3011  USGS QUAD   -  CLEMENTON (2019)
 JU3011
 JU3011                         *CURRENT SURVEY CONTROL
 JU3011  ______________________________________________________________________
 JU3011* NAD 83(1996) POSITION- 39 48 44.39114(N) 074 56 45.16786(W)   ADJUSTED
 JU3011  ______________________________________________________________________
 JU3011  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 JU3011  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3011.GEOID18 height accuracy estimate available here.
 JU3011
 JU3011.Click photographs - Photos may exist for this station.
 JU3011
 JU3011.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3011
 JU3011. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0463206929(NAD 83)
 JU3011
 JU3011                          SUPERSEDED SURVEY CONTROL
 JU3011
 JU3011  NAD 83(1986)-  39 48 44.37986(N)    074 56 45.16369(W) AD(       ) 3
 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
 JU3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3011.See file dsdata.pdf to determine how the superseded data were derived.
 JU3011
 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 = JULY 24, 2026 22:12:30 EDT
 DL9822 ***********************************************************************
 DL9822  DESIGNATION -  BERNARDS 328
 DL9822  PID         -  DL9822
 DL9822  STATE/COUNTY-  NJ/SOMERSET
 DL9822  COUNTRY     -  US
 DL9822  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9822
 DL9822                         *CURRENT SURVEY CONTROL
 DL9822  ______________________________________________________________________
 DL9822* NAD 83(2011) POSITION- 40 42 23.53176(N) 074 34 04.52850(W)   ADJUSTED
 DL9822* NAD 83(2011) ELLIP HT-    97.076 (meters)        (06/27/12)   ADJUSTED
 DL9822* NAD 83(2011) EPOCH   -  2010.00
 DL9822* NAVD 88 ORTHO HEIGHT -   130.4   (meters)      428.    (feet) GPS OBS
 DL9822  ______________________________________________________________________
 DL9822  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9822  GEOID HEIGHT    -        -33.362 (meters)                     GEOID09
 DL9822  GEOID HEIGHT    -        -33.077 (meters)                     GEOID18
 DL9822  NAD 83(2011) X  -  1,288,431.090 (meters)                     COMP
 DL9822  NAD 83(2011) Y  - -4,667,412.140 (meters)                     COMP
 DL9822  NAD 83(2011) Z  -  4,137,836.314 (meters)                     COMP
 DL9822  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 DL9822
 DL9822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9822  Standards:
 DL9822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9822  -------------------------------------------------------------------
 DL9822  NETWORK    2.07   3.68           0.92   0.76   1.88     -0.09371322
 DL9822  -------------------------------------------------------------------
 DL9822  Click here for local accuracies and other accuracy information.
 DL9822
 DL9822.The horizontal coordinates were established by GPS observations
 DL9822.and adjusted by the National Geodetic Survey in June 2012.
 DL9822
 DL9822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9822.been affixed to the stable North American tectonic plate. See 
 DL9822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9822
 DL9822.The horizontal coordinates are valid at the epoch date displayed above
 DL9822.which is a decimal equivalence of Year/Month/Day.
 DL9822
 DL9822.The orthometric height was determined by GPS observations and a
 DL9822.high-resolution geoid model.
 DL9822
 DL9822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9822.GEOID18 height accuracy estimate available here.
 DL9822
 DL9822.Click photographs - Photos may exist for this station.
 DL9822
 DL9822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9822
 DL9822.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9822
 DL9822.The ellipsoidal height was determined by GPS observations
 DL9822.and is referenced to NAD 83.
 DL9822
 DL9822. The following values were computed from the NAD 83(2011) position.
 DL9822
 DL9822;                    North         East     Units Scale Factor Converg.
 DL9822;SPC NJ       -   207,963.617   144,260.454   MT  0.99990041   -0 02 39.5
 DL9822;SPC NJ       -   682,293.97    473,294.51   sFT  0.99990041   -0 02 39.5
 DL9822;UTM  18      - 4,506,270.428   536,498.950   MT  0.99961640   +0 16 54.5
 DL9822
 DL9822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9822!SPC NJ       -   0.99998477  x   0.99990041  =   0.99988518
 DL9822!UTM  18      -   0.99998477  x   0.99961640  =   0.99960118
 DL9822
 DL9822:                Primary Azimuth Mark                     Grid Az
 DL9822:SPC NJ       -  BERNARDS 329                             068 55 29.6
 DL9822:UTM  18      -  BERNARDS 329                             068 35 55.6
 DL9822
 DL9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3649806270(NAD 83)
 DL9822
 DL9822|---------------------------------------------------------------------|
 DL9822| PID    Reference Object                     Distance      Geod. Az  |
 DL9822|                                                           dddmmss.s |
 DL9822| DL9823 BERNARDS 329                        APPROX. 1.0 KM 0685250.1 |
 DL9822| DL9824 BERNARDS 330                        APPROX. 1.0 KM 0925123.5 |
 DL9822|---------------------------------------------------------------------|
 DL9822
 DL9822                          SUPERSEDED SURVEY CONTROL
 DL9822
 DL9822  NAD 83(2007)-  40 42 23.53190(N)    074 34 04.52836(W) AD(2002.00) 1
 DL9822  ELLIP H (07/18/10)   97.074  (m)                       GP(2002.00) 4 2
 DL9822
 DL9822.Superseded values are not recommended for survey control.
 DL9822
 DL9822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9822.See file dsdata.pdf to determine how the superseded data were derived.
 DL9822
 DL9822_MARKER: DD = SURVEY DISK
 DL9822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9822_STAMPING: 328
 DL9822_MARK LOGO: BENART
 DL9822_PROJECTION: FLUSH
 DL9822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9822+STABILITY: SURFACE MOTION
 DL9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9822+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2007
 DL9822
 DL9822  HISTORY     - Date     Condition        Report By
 DL9822  HISTORY     - UNK      MONUMENTED
 DL9822  HISTORY     - 20070301 GOOD             B2A
 DL9822
 DL9822                          STATION DESCRIPTION
 DL9822
 DL9822'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9822'THE STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTHWEST
 DL9822'CORNER OF THE JUNCTION OF MOUNT AIRY ROAD (CR-525), PILL HILL ROAD,
 DL9822'AND WEST OAK ROAD (CR-624).
 DL9822'
 DL9822'TO REACH THE STATION FROM ROUTE 287 NORTH, TAKE EXIT 26B.  MERGE ONTO
 DL9822'MOUNT AIRY ROAD AND TRAVEL 0.2 MILES.  TURN RIGHT TO STAY ONTO MOUNT
 DL9822'AIRY ROAD AND TRAVEL 1.2 MILES.
 DL9822'
 DL9822'THE STATION IS LOCATED 29.93 M (98.2 FT) SOUTH OF THE CENTERLINE OF A
 DL9822'DRIVEWAY, 11.98 M (39.3 FT) SOUTHWEST OF A PK NAIL IN THE CURB, 24.35
 DL9822'M (79.9 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE TOP PIECE OF A
 DL9822'TYPE B INLET, AND 4.10 M (13.5 FT) NORTHEAST OF THE NORTHEAST CORNER
 DL9822'OF THE TOP PIECE OF A TYPE B INLET.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9823 ***********************************************************************
 DL9823  DESIGNATION -  BERNARDS 329
 DL9823  PID         -  DL9823
 DL9823  STATE/COUNTY-  NJ/SOMERSET
 DL9823  COUNTRY     -  US
 DL9823  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9823
 DL9823                         *CURRENT SURVEY CONTROL
 DL9823  ______________________________________________________________________
 DL9823* NAD 83(2011) POSITION- 40 42 35.57143(N) 074 33 23.55996(W)   ADJUSTED
 DL9823* NAD 83(2011) ELLIP HT-    81.871 (meters)        (06/27/12)   ADJUSTED
 DL9823* NAD 83(2011) EPOCH   -  2010.00
 DL9823* NAVD 88 ORTHO HEIGHT -   115.2   (meters)      378.    (feet) GPS OBS
 DL9823  ______________________________________________________________________
 DL9823  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9823  GEOID HEIGHT    -        -33.340 (meters)                     GEOID09
 DL9823  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 DL9823  NAD 83(2011) X  -  1,289,290.541 (meters)                     COMP
 DL9823  NAD 83(2011) Y  - -4,666,911.552 (meters)                     COMP
 DL9823  NAD 83(2011) Z  -  4,138,107.926 (meters)                     COMP
 DL9823  LAPLACE CORR    -          2.10  (seconds)                    DEFLEC18
 DL9823
 DL9823  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9823  Standards:
 DL9823         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9823            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9823  -------------------------------------------------------------------
 DL9823  NETWORK    2.20   4.02           0.97   0.81   2.05     -0.09256512
 DL9823  -------------------------------------------------------------------
 DL9823  Click here for local accuracies and other accuracy information.
 DL9823
 DL9823.The horizontal coordinates were established by GPS observations
 DL9823.and adjusted by the National Geodetic Survey in June 2012.
 DL9823
 DL9823.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9823.been affixed to the stable North American tectonic plate. See 
 DL9823.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9823
 DL9823.The horizontal coordinates are valid at the epoch date displayed above
 DL9823.which is a decimal equivalence of Year/Month/Day.
 DL9823
 DL9823.The orthometric height was determined by GPS observations and a
 DL9823.high-resolution geoid model.
 DL9823
 DL9823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9823.GEOID18 height accuracy estimate available here.
 DL9823
 DL9823.Click photographs - Photos may exist for this station.
 DL9823
 DL9823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9823
 DL9823.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9823
 DL9823.The ellipsoidal height was determined by GPS observations
 DL9823.and is referenced to NAD 83.
 DL9823
 DL9823. The following values were computed from the NAD 83(2011) position.
 DL9823
 DL9823;                    North         East     Units Scale Factor Converg.
 DL9823;SPC NJ       -   208,334.283   145,222.302   MT  0.99990028   -0 02 12.8
 DL9823;SPC NJ       -   683,510.06    476,450.17   sFT  0.99990028   -0 02 12.8
 DL9823;UTM  18      - 4,506,646.456   537,458.401   MT  0.99961727   +0 17 21.3
 DL9823
 DL9823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9823!SPC NJ       -   0.99998716  x   0.99990028  =   0.99988744
 DL9823!UTM  18      -   0.99998716  x   0.99961727  =   0.99960443
 DL9823
 DL9823:                Primary Azimuth Mark                     Grid Az
 DL9823:SPC NJ       -  BERNARDS 330                             177 32 41.9
 DL9823:UTM  18      -  BERNARDS 330                             177 13 07.8
 DL9823
 DL9823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3745806646(NAD 83)
 DL9823
 DL9823|---------------------------------------------------------------------|
 DL9823| PID    Reference Object                     Distance      Geod. Az  |
 DL9823|                                                           dddmmss.s |
 DL9823| DL9824 BERNARDS 330                        420.746 METERS 1773029.1 |
 DL9823| DL9822 BERNARDS 328                        APPROX. 1.0 KM 2485316.9 |
 DL9823|---------------------------------------------------------------------|
 DL9823
 DL9823                          SUPERSEDED SURVEY CONTROL
 DL9823
 DL9823  NAD 83(2007)-  40 42 35.57161(N)    074 33 23.55980(W) AD(2002.00) 1
 DL9823  ELLIP H (07/18/10)   81.870  (m)                       GP(2002.00) 4 2
 DL9823
 DL9823.Superseded values are not recommended for survey control.
 DL9823
 DL9823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9823.See file dsdata.pdf to determine how the superseded data were derived.
 DL9823
 DL9823_MARKER: DD = SURVEY DISK
 DL9823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9823_STAMPING: 329
 DL9823_MARK LOGO: BENART
 DL9823_PROJECTION: FLUSH
 DL9823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9823+STABILITY: SURFACE MOTION
 DL9823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9823+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2007
 DL9823
 DL9823  HISTORY     - Date     Condition        Report By
 DL9823  HISTORY     - UNK      MONUMENTED
 DL9823  HISTORY     - 20070301 GOOD             B2A
 DL9823
 DL9823                          STATION DESCRIPTION
 DL9823
 DL9823'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9823'BERNARDS 329 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9823'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE SOUTHEAST SIDE OF
 DL9823'WASHINGTON AVENUE.
 DL9823'
 DL9823'TO REACH THE STATION FROM THE JUNCTION OF SOUTH FINLEY AVENUE, COUNTY
 DL9823'ROAD 613, AND WEST OAK STREET, COUNTY ROAD 624, GO WEST ON WEST OAK
 DL9823'STREET, COUNTY ROAD 624 0.64 KM (0.4 MI) TO THE JUNCTION OF WASHINGTON
 DL9823'AVENUE AND TURN RIGHT ONTO WASHINGTON AVENUE AND GO 0.32 KM (0.2 MI)
 DL9823'TO THE MONUMENT IN FRONT OF A SINGLE FAMILY DWELLING AT 55 WASHINGTON
 DL9823'AVENUE.
 DL9823'
 DL9823'THE STATION IS LOCATED 0.43 M (1.4 FT) SOUTHEAST OF THE WASHINGTON
 DL9823'AVENUE CURB LINE, 19.66 M (64.5 FT) SOUTHEAST OF A POLE WITH NO
 DL9823'NUMBER, 28.79 M (94.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE TOP
 DL9823'PIECE OF A TYPE B INLET, AND 12.11 M (39.7 FT) SOUTHWEST OF AN X CUT
 DL9823'IN A SANITARY MANHOLE.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9824 ***********************************************************************
 DL9824  DESIGNATION -  BERNARDS 330
 DL9824  PID         -  DL9824
 DL9824  STATE/COUNTY-  NJ/SOMERSET
 DL9824  COUNTRY     -  US
 DL9824  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9824
 DL9824                         *CURRENT SURVEY CONTROL
 DL9824  ______________________________________________________________________
 DL9824* NAD 83(2011) POSITION- 40 42 21.94443(N) 074 33 22.78067(W)   ADJUSTED
 DL9824* NAD 83(2011) ELLIP HT-    78.958 (meters)        (06/27/12)   ADJUSTED
 DL9824* NAD 83(2011) EPOCH   -  2010.00
 DL9824* NAVD 88 ORTHO HEIGHT -   112.3   (meters)      368.    (feet) GPS OBS
 DL9824  ______________________________________________________________________
 DL9824  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9824  GEOID HEIGHT    -        -33.332 (meters)                     GEOID09
 DL9824  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 DL9824  NAD 83(2011) X  -  1,289,380.591 (meters)                     COMP
 DL9824  NAD 83(2011) Y  - -4,667,168.810 (meters)                     COMP
 DL9824  NAD 83(2011) Z  -  4,137,787.379 (meters)                     COMP
 DL9824  LAPLACE CORR    -          2.24  (seconds)                    DEFLEC18
 DL9824
 DL9824  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9824  Standards:
 DL9824         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9824            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9824  -------------------------------------------------------------------
 DL9824  NETWORK    2.13   3.67           0.93   0.80   1.87     -0.13470433
 DL9824  -------------------------------------------------------------------
 DL9824  Click here for local accuracies and other accuracy information.
 DL9824
 DL9824.The horizontal coordinates were established by GPS observations
 DL9824.and adjusted by the National Geodetic Survey in June 2012.
 DL9824
 DL9824.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9824.been affixed to the stable North American tectonic plate. See 
 DL9824.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9824
 DL9824.The horizontal coordinates are valid at the epoch date displayed above
 DL9824.which is a decimal equivalence of Year/Month/Day.
 DL9824
 DL9824.The orthometric height was determined by GPS observations and a
 DL9824.high-resolution geoid model.
 DL9824
 DL9824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9824.GEOID18 height accuracy estimate available here.
 DL9824
 DL9824.Click photographs - Photos may exist for this station.
 DL9824
 DL9824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9824
 DL9824.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9824
 DL9824.The ellipsoidal height was determined by GPS observations
 DL9824.and is referenced to NAD 83.
 DL9824
 DL9824. The following values were computed from the NAD 83(2011) position.
 DL9824
 DL9824;                    North         East     Units Scale Factor Converg.
 DL9824;SPC NJ       -   207,913.965   145,240.323   MT  0.99990028   -0 02 12.2
 DL9824;SPC NJ       -   682,131.07    476,509.29   sFT  0.99990028   -0 02 12.2
 DL9824;UTM  18      - 4,506,226.366   537,478.808   MT  0.99961729   +0 17 21.7
 DL9824
 DL9824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9824!SPC NJ       -   0.99998761  x   0.99990028  =   0.99988790
 DL9824!UTM  18      -   0.99998761  x   0.99961729  =   0.99960491
 DL9824
 DL9824:                Primary Azimuth Mark                     Grid Az
 DL9824:SPC NJ       -  BERNARDS 328                             272 54 02.9
 DL9824:UTM  18      -  BERNARDS 328                             272 34 29.0
 DL9824
 DL9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3747806226(NAD 83)
 DL9824
 DL9824|---------------------------------------------------------------------|
 DL9824| PID    Reference Object                     Distance      Geod. Az  |
 DL9824|                                                           dddmmss.s |
 DL9824| DL9822 BERNARDS 328                        APPROX. 1.0 KM 2725150.7 |
 DL9824|---------------------------------------------------------------------|
 DL9824
 DL9824                          SUPERSEDED SURVEY CONTROL
 DL9824
 DL9824  NAD 83(2007)-  40 42 21.94471(N)    074 33 22.78047(W) AD(2002.00) 1
 DL9824  ELLIP H (07/18/10)   78.953  (m)                       GP(2002.00) 4 2
 DL9824
 DL9824.Superseded values are not recommended for survey control.
 DL9824
 DL9824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9824.See file dsdata.pdf to determine how the superseded data were derived.
 DL9824
 DL9824_MARKER: DD = SURVEY DISK
 DL9824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9824_STAMPING: 330
 DL9824_MARK LOGO: BENART
 DL9824_PROJECTION: FLUSH
 DL9824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9824+STABILITY: SURFACE MOTION
 DL9824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9824+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9824
 DL9824  HISTORY     - Date     Condition        Report By
 DL9824  HISTORY     - UNK      MONUMENTED
 DL9824  HISTORY     - 20070302 GOOD             B2A
 DL9824
 DL9824                          STATION DESCRIPTION
 DL9824
 DL9824'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9824'BERNARDS 330 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9824'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTHEAST CORNER
 DL9824'OF THE JUNCTION OF WASHINGTON AVENUE AND WEST OAK STREET (CR-624).
 DL9824'
 DL9824'TO REACH THE STATION FROM THE JUNCTION OF SOUTH FINLEY AVENUE, COUNTY
 DL9824'ROAD 613, AND WEST OAK STREET, COUNTY ROAD 624, GO WEST ON WEST OAK
 DL9824'STREET, COUNTY ROAD 624 0.64 KM (0.4 MI) TO THE JUNCTION OF WASHINGTON
 DL9824'AVENUE TO THE STATION ON THE NORTHWEST CORNER.
 DL9824'
 DL9824'THE STATION IS LOCATED 7.92 M (26.0 FT) NORTHWEST OF THE WASHINGTON
 DL9824'AVENUE CENTERLINE, 6.15 M (20.2 FT) NORTHEAST OF POLE 2629, 8.30 M
 DL9824'(27.2 FT) NORTHEAST OF A FIRE HYDRANT, 10.24 M (33.6 FT) NORTHEAST OF
 DL9824'THE NORTHWEST CORNER OF THE TOP PIECE OF A TYPE B INLET, AND 3.96 M
 DL9824'(13.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE TOP PIECE OF A TYPE
 DL9824'B INLET.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9825 ***********************************************************************
 DL9825  DESIGNATION -  BERNARDS 332
 DL9825  PID         -  DL9825
 DL9825  STATE/COUNTY-  NJ/SOMERSET
 DL9825  COUNTRY     -  US
 DL9825  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9825
 DL9825                         *CURRENT SURVEY CONTROL
 DL9825  ______________________________________________________________________
 DL9825* NAD 83(2011) POSITION- 40 40 14.54372(N) 074 36 38.16997(W)   ADJUSTED
 DL9825* NAD 83(2011) ELLIP HT-    80.674 (meters)        (06/27/12)   ADJUSTED
 DL9825* NAD 83(2011) EPOCH   -  2010.00
 DL9825* NAVD 88 ORTHO HEIGHT -   114.1   (meters)      374.    (feet) GPS OBS
 DL9825  ______________________________________________________________________
 DL9825  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9825  GEOID HEIGHT    -        -33.382 (meters)                     GEOID09
 DL9825  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 DL9825  NAD 83(2011) X  -  1,285,639.194 (meters)                     COMP
 DL9825  NAD 83(2011) Y  - -4,670,859.601 (meters)                     COMP
 DL9825  NAD 83(2011) Z  -  4,134,808.563 (meters)                     COMP
 DL9825  LAPLACE CORR    -          3.45  (seconds)                    DEFLEC18
 DL9825
 DL9825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9825  Standards:
 DL9825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9825  -------------------------------------------------------------------
 DL9825  NETWORK    1.75   3.18           0.79   0.62   1.62      0.10897265
 DL9825  -------------------------------------------------------------------
 DL9825  Click here for local accuracies and other accuracy information.
 DL9825
 DL9825.The horizontal coordinates were established by GPS observations
 DL9825.and adjusted by the National Geodetic Survey in June 2012.
 DL9825
 DL9825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9825.been affixed to the stable North American tectonic plate. See 
 DL9825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9825
 DL9825.The horizontal coordinates are valid at the epoch date displayed above
 DL9825.which is a decimal equivalence of Year/Month/Day.
 DL9825
 DL9825.The orthometric height was determined by GPS observations and a
 DL9825.high-resolution geoid model.
 DL9825
 DL9825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9825.GEOID18 height accuracy estimate available here.
 DL9825
 DL9825.Click photographs - Photos may exist for this station.
 DL9825
 DL9825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9825
 DL9825.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9825
 DL9825.The ellipsoidal height was determined by GPS observations
 DL9825.and is referenced to NAD 83.
 DL9825
 DL9825. The following values were computed from the NAD 83(2011) position.
 DL9825
 DL9825;                    North         East     Units Scale Factor Converg.
 DL9825;SPC NJ       -   203,988.830   140,649.191   MT  0.99990108   -0 04 19.5
 DL9825;SPC NJ       -   669,253.35    461,446.55   sFT  0.99990108   -0 04 19.5
 DL9825;UTM  18      - 4,502,276.302   532,911.386   MT  0.99961333   +0 15 13.6
 DL9825
 DL9825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9825!SPC NJ       -   0.99998735  x   0.99990108  =   0.99988843
 DL9825!UTM  18      -   0.99998735  x   0.99961333  =   0.99960068
 DL9825
 DL9825:                Primary Azimuth Mark                     Grid Az
 DL9825:SPC NJ       -  BERNARDS 515                             142 43 24.6
 DL9825:UTM  18      -  BERNARDS 515                             142 23 51.5
 DL9825
 DL9825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3291102276(NAD 83)
 DL9825
 DL9825|---------------------------------------------------------------------|
 DL9825| PID    Reference Object                     Distance      Geod. Az  |
 DL9825|                                                           dddmmss.s |
 DL9825| DL9840 BERNARDS 515                        APPROX. 0.8 KM 1423905.1 |
 DL9825| DL9839 BERNARDS 514                        186.038 METERS 34930     |
 DL9825|---------------------------------------------------------------------|
 DL9825
 DL9825                          SUPERSEDED SURVEY CONTROL
 DL9825
 DL9825  NAD 83(2007)-  40 40 14.54380(N)    074 36 38.17006(W) AD(2002.00) 1
 DL9825  ELLIP H (07/18/10)   80.666  (m)                       GP(2002.00) 4 2
 DL9825
 DL9825.Superseded values are not recommended for survey control.
 DL9825
 DL9825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9825.See file dsdata.pdf to determine how the superseded data were derived.
 DL9825
 DL9825_MARKER: DD = SURVEY DISK
 DL9825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9825_STAMPING: 332
 DL9825_MARK LOGO: BENART
 DL9825_PROJECTION: FLUSH
 DL9825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9825+STABILITY: SURFACE MOTION
 DL9825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9825+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2020
 DL9825
 DL9825  HISTORY     - Date     Condition        Report By
 DL9825  HISTORY     - UNK      MONUMENTED
 DL9825  HISTORY     - 20070302 GOOD             B2A
 DL9825  HISTORY     - 20200501 GOOD             NJGS
 DL9825  HISTORY     - 20201001 GOOD             NJGS
 DL9825
 DL9825                          STATION DESCRIPTION
 DL9825
 DL9825'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9825'BERNARDS 332 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9825'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE SOUTHEAST CORNER OF THE
 DL9825'JUNCTION OF DOUGLAS ROAD AND LIBERTY CORNER ROAD (CR-524).
 DL9825'
 DL9825'TO REACH THE STATION FROM THE JUNCTION OF LIBERTY CORNER ROAD, COUNTY
 DL9825'ROAD 524, AND CHURCH STREET, COUNTY ROAD 512, GO WEST ON COUNTY ROAD
 DL9825'512, 0.97KM AND CONTINUE ON FAR HILLS AVENUE, COUNTY ROAD 512, 3.22 KM
 DL9825'(2.0 MI) TO THE JUNCTION OF LIBERTY CORNER ROAD AND DOUGLAS ROAD.  THE
 DL9825'STATION IS LOCATED 4.05 M (13.3 FT) EAST OF THE LIBERTY CORNER ROAD
 DL9825'CURB LINE, 4.96 M (16.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DL9825'TOP PIECE OF A TYPE B INLET, 21.73 M (71.3 FT) SOUTHEAST OF A POLE
 DL9825'WITH NO NUMBER, 23.59 M (77.4 FT) SOUTHWEST OF A HARDWOOD TREE, AND
 DL9825'7.33 M (24.0 FT) NORTHWEST OF A 9 INCH (23 CM) PINE TREE.  THE STATION
 DL9825'IS FLUSH WITH THE GROUND.
 DL9825
 DL9825                          STATION RECOVERY (2020)
 DL9825
 DL9825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9825'RECOVERED IN GOOD CONDITION.
 DL9825
 DL9825                          STATION RECOVERY (2020)
 DL9825
 DL9825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9826 ***********************************************************************
 DL9826  DESIGNATION -  BERNARDS 333
 DL9826  PID         -  DL9826
 DL9826  STATE/COUNTY-  NJ/SOMERSET
 DL9826  COUNTRY     -  US
 DL9826  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9826
 DL9826                         *CURRENT SURVEY CONTROL
 DL9826  ______________________________________________________________________
 DL9826* NAD 83(2011) POSITION- 40 39 38.97685(N) 074 37 25.81907(W)   ADJUSTED
 DL9826* NAD 83(2011) ELLIP HT-   114.929 (meters)        (06/27/12)   ADJUSTED
 DL9826* NAD 83(2011) EPOCH   -  2010.00
 DL9826* NAVD 88 ORTHO HEIGHT -   148.3   (meters)      487.    (feet) GPS OBS
 DL9826  ______________________________________________________________________
 DL9826  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9826  GEOID HEIGHT    -        -33.388 (meters)                     GEOID09
 DL9826  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 DL9826  NAD 83(2011) X  -  1,284,756.607 (meters)                     COMP
 DL9826  NAD 83(2011) Y  - -4,671,870.874 (meters)                     COMP
 DL9826  NAD 83(2011) Z  -  4,133,998.685 (meters)                     COMP
 DL9826  LAPLACE CORR    -          4.20  (seconds)                    DEFLEC18
 DL9826
 DL9826  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9826  Standards:
 DL9826         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9826            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9826  -------------------------------------------------------------------
 DL9826  NETWORK    1.76   2.98           0.80   0.61   1.52      0.12790818
 DL9826  -------------------------------------------------------------------
 DL9826  Click here for local accuracies and other accuracy information.
 DL9826
 DL9826.The horizontal coordinates were established by GPS observations
 DL9826.and adjusted by the National Geodetic Survey in June 2012.
 DL9826
 DL9826.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9826.been affixed to the stable North American tectonic plate. See 
 DL9826.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9826
 DL9826.The horizontal coordinates are valid at the epoch date displayed above
 DL9826.which is a decimal equivalence of Year/Month/Day.
 DL9826
 DL9826.The orthometric height was determined by GPS observations and a
 DL9826.high-resolution geoid model.
 DL9826
 DL9826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9826.GEOID18 height accuracy estimate available here.
 DL9826
 DL9826.Click photographs - Photos may exist for this station.
 DL9826
 DL9826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9826
 DL9826.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9826
 DL9826.The ellipsoidal height was determined by GPS observations
 DL9826.and is referenced to NAD 83.
 DL9826
 DL9826. The following values were computed from the NAD 83(2011) position.
 DL9826
 DL9826;                    North         East     Units Scale Factor Converg.
 DL9826;SPC NJ       -   202,893.318   139,528.633   MT  0.99990135   -0 04 50.5
 DL9826;SPC NJ       -   665,659.16    457,770.19   sFT  0.99990135   -0 04 50.5
 DL9826;UTM  18      - 4,501,174.753   531,797.396   MT  0.99961244   +0 14 42.4
 DL9826
 DL9826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9826!SPC NJ       -   0.99998197  x   0.99990135  =   0.99988332
 DL9826!UTM  18      -   0.99998197  x   0.99961244  =   0.99959442
 DL9826
 DL9826:                Primary Azimuth Mark                     Grid Az
 DL9826:SPC NJ       -  BERNARDS 332                             045 38 51.1
 DL9826:UTM  18      -  BERNARDS 332                             045 19 18.2
 DL9826
 DL9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3179701174(NAD 83)
 DL9826
 DL9826|---------------------------------------------------------------------|
 DL9826| PID    Reference Object                     Distance      Geod. Az  |
 DL9826|                                                           dddmmss.s |
 DL9826| DL9825 BERNARDS 332                        APPROX. 1.6 KM 0453400.6 |
 DL9826|---------------------------------------------------------------------|
 DL9826
 DL9826                          SUPERSEDED SURVEY CONTROL
 DL9826
 DL9826  NAD 83(2007)-  40 39 38.97691(N)    074 37 25.81919(W) AD(2002.00) 1
 DL9826  ELLIP H (07/18/10)  114.921  (m)                       GP(2002.00) 4 2
 DL9826
 DL9826.Superseded values are not recommended for survey control.
 DL9826
 DL9826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9826.See file dsdata.pdf to determine how the superseded data were derived.
 DL9826
 DL9826_MARKER: DD = SURVEY DISK
 DL9826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9826_STAMPING: 333
 DL9826_MARK LOGO: BENART
 DL9826_PROJECTION: FLUSH
 DL9826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9826+STABILITY: SURFACE MOTION
 DL9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9826+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2020
 DL9826
 DL9826  HISTORY     - Date     Condition        Report By
 DL9826  HISTORY     - UNK      MONUMENTED
 DL9826  HISTORY     - 20070302 GOOD             B2A
 DL9826  HISTORY     - 20200501 GOOD             NJGS
 DL9826  HISTORY     - 20200930 GOOD             NJGS
 DL9826
 DL9826                          STATION DESCRIPTION
 DL9826
 DL9826'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9826'BERNARDS 333 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9826'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTHEAST SIDE OF
 DL9826'ALLEN ROAD, BETWEEN THE CURB AND THE SIDEWALK.
 DL9826'
 DL9826'TO REACH THE STATION FROM THE JUNCTION OF CHURCH ROAD, COUNTY ROAD 512
 DL9826'AND LIBERTY CORNER ROAD, COUNTY ROAD 525, GO SOUTH ON LIBERTY CORNER
 DL9826'ROAD, COUNTY ROAD 525, 0.48 KM (0.3 MI) TO THE JUNCTION OF ALLEN ROAD,
 DL9826'TURN RIGHT ONTO ALLEN ROAD AND GO 4.83 KM (3.0 MI) TO THE JUNCTION OF
 DL9826'ALLEN ROAD AND HANSOM ROAD.  THE STATION IS LOCATED 1.10 M (3.6 FT)
 DL9826'NORTHEAST OF THE ALLEN ROAD CURB LINE, 38.10 M (125.0 FT) NORTH OF THE
 DL9826'VANDERVEER DRIVE CENTERLINE, 4.19 M (13.7 FT) NORTHEAST OF A PK NAIL
 DL9826'IN THE CURB, NORTHWEST OF A 6 INCH (15 CM) TREE, 7.32 M (24.0 FT)
 DL9826'SOUTHEAST OF A 5 INCH (13 CM) TREE, AND 32.82 M (107.7 FT) SOUTHEAST
 DL9826'OF THE SOUTHEAST CORNER OF THE TOP PIECE OF A TYPE B INLET.  THE
 DL9826'STATION IS FLUSH WITH THE GROUND.
 DL9826
 DL9826                          STATION RECOVERY (2020)
 DL9826
 DL9826'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9826'RECOVERED IN GOOD CONDITION.
 DL9826
 DL9826                          STATION RECOVERY (2020)
 DL9826
 DL9826'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9827 ***********************************************************************
 DL9827  DESIGNATION -  BERNARDS 334
 DL9827  PID         -  DL9827
 DL9827  STATE/COUNTY-  NJ/SOMERSET
 DL9827  COUNTRY     -  US
 DL9827  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9827
 DL9827                         *CURRENT SURVEY CONTROL
 DL9827  ______________________________________________________________________
 DL9827* NAD 83(2011) POSITION- 40 39 28.80991(N) 074 37 21.34038(W)   ADJUSTED
 DL9827* NAD 83(2011) ELLIP HT-   122.047 (meters)        (06/27/12)   ADJUSTED
 DL9827* NAD 83(2011) EPOCH   -  2010.00
 DL9827* NAVD 88 ORTHO HEIGHT -   155.4   (meters)      510.    (feet) GPS OBS
 DL9827  ______________________________________________________________________
 DL9827  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9827  GEOID HEIGHT    -        -33.377 (meters)                     GEOID09
 DL9827  GEOID HEIGHT    -        -33.241 (meters)                     GEOID18
 DL9827  NAD 83(2011) X  -  1,284,913.667 (meters)                     COMP
 DL9827  NAD 83(2011) Y  - -4,672,045.210 (meters)                     COMP
 DL9827  NAD 83(2011) Z  -  4,133,765.412 (meters)                     COMP
 DL9827  LAPLACE CORR    -          4.20  (seconds)                    DEFLEC18
 DL9827
 DL9827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9827  Standards:
 DL9827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9827  -------------------------------------------------------------------
 DL9827  NETWORK    1.66   2.84           0.75   0.58   1.45      0.17154999
 DL9827  -------------------------------------------------------------------
 DL9827  Click here for local accuracies and other accuracy information.
 DL9827
 DL9827.The horizontal coordinates were established by GPS observations
 DL9827.and adjusted by the National Geodetic Survey in June 2012.
 DL9827
 DL9827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9827.been affixed to the stable North American tectonic plate. See 
 DL9827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9827
 DL9827.The horizontal coordinates are valid at the epoch date displayed above
 DL9827.which is a decimal equivalence of Year/Month/Day.
 DL9827
 DL9827.The orthometric height was determined by GPS observations and a
 DL9827.high-resolution geoid model.
 DL9827
 DL9827.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9827.GEOID18 height accuracy estimate available here.
 DL9827
 DL9827.Click photographs - Photos may exist for this station.
 DL9827
 DL9827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9827
 DL9827.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9827
 DL9827.The ellipsoidal height was determined by GPS observations
 DL9827.and is referenced to NAD 83.
 DL9827
 DL9827. The following values were computed from the NAD 83(2011) position.
 DL9827
 DL9827;                    North         East     Units Scale Factor Converg.
 DL9827;SPC NJ       -   202,579.587   139,633.391   MT  0.99990132   -0 04 47.6
 DL9827;SPC NJ       -   664,629.86    458,113.88   sFT  0.99990132   -0 04 47.6
 DL9827;UTM  18      - 4,500,861.714   531,903.906   MT  0.99961253   +0 14 45.2
 DL9827
 DL9827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9827!SPC NJ       -   0.99998086  x   0.99990132  =   0.99988218
 DL9827!UTM  18      -   0.99998086  x   0.99961253  =   0.99959339
 DL9827
 DL9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3190300861(NAD 83)
 DL9827
 DL9827|---------------------------------------------------------------------|
 DL9827| PID    Reference Object                     Distance      Geod. Az  |
 DL9827|                                                           dddmmss.s |
 DL9827| DL9826 BERNARDS 333                        330.791 METERS 34127     |
 DL9827|---------------------------------------------------------------------|
 DL9827
 DL9827                          SUPERSEDED SURVEY CONTROL
 DL9827
 DL9827  NAD 83(2007)-  40 39 28.80995(N)    074 37 21.34061(W) AD(2002.00) 1
 DL9827  ELLIP H (07/18/10)  122.035  (m)                       GP(2002.00) 4 2
 DL9827
 DL9827.Superseded values are not recommended for survey control.
 DL9827
 DL9827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9827.See file dsdata.pdf to determine how the superseded data were derived.
 DL9827
 DL9827_MARKER: DD = SURVEY DISK
 DL9827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9827_STAMPING: 334
 DL9827_MARK LOGO: BENART
 DL9827_PROJECTION: FLUSH
 DL9827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9827+STABILITY: SURFACE MOTION
 DL9827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9827+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9827
 DL9827  HISTORY     - Date     Condition        Report By
 DL9827  HISTORY     - UNK      MONUMENTED
 DL9827  HISTORY     - 20070302 GOOD             B2A
 DL9827
 DL9827                          STATION DESCRIPTION
 DL9827
 DL9827'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9827'BERNARDS 334 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9827'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHWEST CORNER OF THE
 DL9827'JUNCTION OF ALLEN ROAD AND HANSOM ROAD, BETWEEN THE CURB AND THE
 DL9827'SIDEWALK.
 DL9827'
 DL9827'TO REACH THE STATION FROM THE JUNCTION OF CHURCH ROAD, COUNTY ROAD 512
 DL9827'AND LIBERTY CORNER ROAD, COUNTY ROAD 525, GO SOUTH ON LIBERTY CORNER
 DL9827'ROAD, COUNTY ROAD 525, 0.48 KM (0.3 MI) TO THE JUNCTION OF ALLEN ROAD,
 DL9827'TURN RIGHT ONTO ALLEN ROAD AND GO 4.83 KM (3.0 MI) TO THE JUNCTION OF
 DL9827'ALLEN ROAD AND HANSOM ROAD WHERE THE STATION IS LOCATED ON THE
 DL9827'NORTHEAST CORNER.
 DL9827'
 DL9827'IT IS 1.40 M (4.6 FT) NORTHWEST OF THE HANSOM ROAD CURB LINE, 1.37 M
 DL9827'(4.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE TOP PIECE OF A TYPE
 DL9827'B INLET, 4.23 M (13.9 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A
 DL9827'CONCRETE MONUMENT SET BY T M ASSOCIATES, AND 8.99 M (29.5 FT)
 DL9827'SOUTHWEST OF A X CUT MADE IN THE SIDEWALK.  IT IS FLUSH WITH THE
 DL9827'GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9828 ***********************************************************************
 DL9828  DESIGNATION -  BERNARDS 335
 DL9828  PID         -  DL9828
 DL9828  STATE/COUNTY-  NJ/SOMERSET
 DL9828  COUNTRY     -  US
 DL9828  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9828
 DL9828                         *CURRENT SURVEY CONTROL
 DL9828  ______________________________________________________________________
 DL9828* NAD 83(2011) POSITION- 40 39 56.91909(N) 074 35 23.96444(W)   ADJUSTED
 DL9828* NAD 83(2011) ELLIP HT-    44.356 (meters)        (06/27/12)   ADJUSTED
 DL9828* NAD 83(2011) EPOCH   -  2010.00
 DL9828* NAVD 88 ORTHO HEIGHT -    77.7   (meters)      255.    (feet) GPS OBS
 DL9828  ______________________________________________________________________
 DL9828  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9828  GEOID HEIGHT    -        -33.319 (meters)                     GEOID09
 DL9828  GEOID HEIGHT    -        -33.180 (meters)                     GEOID18
 DL9828  NAD 83(2011) X  -  1,287,406.318 (meters)                     COMP
 DL9828  NAD 83(2011) Y  - -4,670,711.779 (meters)                     COMP
 DL9828  NAD 83(2011) Z  -  4,134,372.528 (meters)                     COMP
 DL9828  LAPLACE CORR    -          3.19  (seconds)                    DEFLEC18
 DL9828
 DL9828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9828  Standards:
 DL9828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9828  -------------------------------------------------------------------
 DL9828  NETWORK    1.76   3.27           0.80   0.61   1.67      0.08350923
 DL9828  -------------------------------------------------------------------
 DL9828  Click here for local accuracies and other accuracy information.
 DL9828
 DL9828.The horizontal coordinates were established by GPS observations
 DL9828.and adjusted by the National Geodetic Survey in June 2012.
 DL9828
 DL9828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9828.been affixed to the stable North American tectonic plate. See 
 DL9828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9828
 DL9828.The horizontal coordinates are valid at the epoch date displayed above
 DL9828.which is a decimal equivalence of Year/Month/Day.
 DL9828
 DL9828.The orthometric height was determined by GPS observations and a
 DL9828.high-resolution geoid model.
 DL9828
 DL9828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9828.GEOID18 height accuracy estimate available here.
 DL9828
 DL9828.Click photographs - Photos may exist for this station.
 DL9828
 DL9828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9828
 DL9828.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9828
 DL9828.The ellipsoidal height was determined by GPS observations
 DL9828.and is referenced to NAD 83.
 DL9828
 DL9828. The following values were computed from the NAD 83(2011) position.
 DL9828
 DL9828;                    North         East     Units Scale Factor Converg.
 DL9828;SPC NJ       -   203,443.238   142,391.312   MT  0.99990071   -0 03 31.1
 DL9828;SPC NJ       -   667,463.36    467,162.16   sFT  0.99990071   -0 03 31.1
 DL9828;UTM  18      - 4,501,740.780   534,656.081   MT  0.99961478   +0 16 01.9
 DL9828
 DL9828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9828!SPC NJ       -   0.99999304  x   0.99990071  =   0.99989375
 DL9828!UTM  18      -   0.99999304  x   0.99961478  =   0.99960782
 DL9828
 DL9828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3465601740(NAD 83)
 DL9828
 DL9828|---------------------------------------------------------------------|
 DL9828| PID    Reference Object                     Distance      Geod. Az  |
 DL9828|                                                           dddmmss.s |
 DL9828| DL9842 BERNARDS 520                        393.548 METERS 08050     |
 DL9828|---------------------------------------------------------------------|
 DL9828
 DL9828                          SUPERSEDED SURVEY CONTROL
 DL9828
 DL9828  NAD 83(2007)-  40 39 56.91933(N)    074 35 23.96447(W) AD(2002.00) 1
 DL9828  ELLIP H (07/18/10)   44.345  (m)                       GP(2002.00) 4 2
 DL9828
 DL9828.Superseded values are not recommended for survey control.
 DL9828
 DL9828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9828.See file dsdata.pdf to determine how the superseded data were derived.
 DL9828
 DL9828_MARKER: DD = SURVEY DISK
 DL9828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9828_STAMPING: 335
 DL9828_MARK LOGO: BENART
 DL9828_PROJECTION: FLUSH
 DL9828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9828+STABILITY: SURFACE MOTION
 DL9828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9828+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9828
 DL9828  HISTORY     - Date     Condition        Report By
 DL9828  HISTORY     - UNK      MONUMENTED
 DL9828  HISTORY     - 20070302 GOOD             B2A
 DL9828
 DL9828                          STATION DESCRIPTION
 DL9828
 DL9828'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9828'BERNARDS 335 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9828'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE SOUTHWEST CORNER OF THE
 DL9828'JUNCTION OF LIBERTY CORNER ROAD, CHURCH ROAD (CR-512), AND SOMERVILLE
 DL9828'ROAD.
 DL9828'
 DL9828'TO REACH THE STATION FROM THE JUNCTION OF LYONS ROAD, COUNTY ROAD 640,
 DL9828'AND CHURCH ROAD, COUNTY ROAD 512, GO WEST ON CHURCH ROAD, COUNTY ROAD
 DL9828'512 FOR 0.80 KM (0.5 MI) TO THE INTERSECTION OF SOMERVILLE ROAD.
 DL9828'
 DL9828'THE STATION IS LOCATED ON THE SOUTHWEST CORNER 3.33 M (10.9 FT) SOUTH
 DL9828'OF THE LIBERTY CORNER ROAD EDGE OF PAVEMENT, 4.42 M (14.5 FT)
 DL9828'SOUTHWEST OF A FIRE HYDRANT, 8.15 M (26.7 FT) NORTHWEST OF THE
 DL9828'NORTHWEST CORNER OF THE TOP PIECE OF A TYPE B INLET, 7.49 M (24.6 FT)
 DL9828'SOUTHEAST OF POLE 483, AND 32.78 M (107.5 FT) SOUTHEAST OF THE
 DL9828'SOUTHEAST CORNER OF THE TOP PIECE OF A TYPE B INLET.  IT IS FLUSH WITH
 DL9828'THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9829 ***********************************************************************
 DL9829  DESIGNATION -  BERNARDS 336
 DL9829  PID         -  DL9829
 DL9829  STATE/COUNTY-  NJ/SOMERSET
 DL9829  COUNTRY     -  US
 DL9829  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9829
 DL9829                         *CURRENT SURVEY CONTROL
 DL9829  ______________________________________________________________________
 DL9829* NAD 83(2011) POSITION- 40 39 17.95183(N) 074 35 51.83434(W)   ADJUSTED
 DL9829* NAD 83(2011) ELLIP HT-    56.551 (meters)        (06/27/12)   ADJUSTED
 DL9829* NAD 83(2011) EPOCH   -  2010.00
 DL9829* NAVD 88 ORTHO HEIGHT -    89.9   (meters)      295.    (feet) GPS OBS
 DL9829  ______________________________________________________________________
 DL9829  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9829  GEOID HEIGHT    -        -33.309 (meters)                     GEOID09
 DL9829  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 DL9829  NAD 83(2011) X  -  1,286,985.683 (meters)                     COMP
 DL9829  NAD 83(2011) Y  - -4,671,649.678 (meters)                     COMP
 DL9829  NAD 83(2011) Z  -  4,133,468.646 (meters)                     COMP
 DL9829  LAPLACE CORR    -          2.91  (seconds)                    DEFLEC18
 DL9829
 DL9829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9829  Standards:
 DL9829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9829  -------------------------------------------------------------------
 DL9829  NETWORK    1.56   2.88           0.71   0.54   1.47      0.11099029
 DL9829  -------------------------------------------------------------------
 DL9829  Click here for local accuracies and other accuracy information.
 DL9829
 DL9829.The horizontal coordinates were established by GPS observations
 DL9829.and adjusted by the National Geodetic Survey in June 2012.
 DL9829
 DL9829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9829.been affixed to the stable North American tectonic plate. See 
 DL9829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9829
 DL9829.The horizontal coordinates are valid at the epoch date displayed above
 DL9829.which is a decimal equivalence of Year/Month/Day.
 DL9829
 DL9829.The orthometric height was determined by GPS observations and a
 DL9829.high-resolution geoid model.
 DL9829
 DL9829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9829.GEOID18 height accuracy estimate available here.
 DL9829
 DL9829.Click photographs - Photos may exist for this station.
 DL9829
 DL9829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9829
 DL9829.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9829
 DL9829.The ellipsoidal height was determined by GPS observations
 DL9829.and is referenced to NAD 83.
 DL9829
 DL9829. The following values were computed from the NAD 83(2011) position.
 DL9829
 DL9829;                    North         East     Units Scale Factor Converg.
 DL9829;SPC NJ       -   202,242.054   141,735.419   MT  0.99990084   -0 03 49.2
 DL9829;SPC NJ       -   663,522.47    465,010.29   sFT  0.99990084   -0 03 49.2
 DL9829;UTM  18      - 4,500,536.230   534,007.214   MT  0.99961423   +0 15 43.5
 DL9829
 DL9829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9829!SPC NJ       -   0.99999113  x   0.99990084  =   0.99989197
 DL9829!UTM  18      -   0.99999113  x   0.99961423  =   0.99960536
 DL9829
 DL9829:                Primary Azimuth Mark                     Grid Az
 DL9829:SPC NJ       -  BERNARDS 335                             028 38 10.5
 DL9829:UTM  18      -  BERNARDS 335                             028 18 37.8
 DL9829
 DL9829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3400700536(NAD 83)
 DL9829
 DL9829|---------------------------------------------------------------------|
 DL9829| PID    Reference Object                     Distance      Geod. Az  |
 DL9829|                                                           dddmmss.s |
 DL9829| DL9828 BERNARDS 335                        APPROX. 1.4 KM 0283421.3 |
 DL9829| DL9830 BERNARDS 339                        410.820 METERS 1334919.6 |
 DL9829|---------------------------------------------------------------------|
 DL9829
 DL9829                          SUPERSEDED SURVEY CONTROL
 DL9829
 DL9829  NAD 83(2007)-  40 39 17.95208(N)    074 35 51.83446(W) AD(2002.00) 1
 DL9829  ELLIP H (07/18/10)   56.539  (m)                       GP(2002.00) 4 2
 DL9829
 DL9829.Superseded values are not recommended for survey control.
 DL9829
 DL9829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9829.See file dsdata.pdf to determine how the superseded data were derived.
 DL9829
 DL9829_MARKER: DD = SURVEY DISK
 DL9829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9829_STAMPING: 336
 DL9829_MARK LOGO: BENART
 DL9829_PROJECTION: FLUSH
 DL9829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9829+STABILITY: SURFACE MOTION
 DL9829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9829+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9829
 DL9829  HISTORY     - Date     Condition        Report By
 DL9829  HISTORY     - UNK      MONUMENTED
 DL9829  HISTORY     - 20070302 GOOD             B2A
 DL9829
 DL9829                          STATION DESCRIPTION
 DL9829
 DL9829'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9829'BERNARDS 336 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9829'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHWEST SIDE OF ALLEN
 DL9829'ROAD, BETWEEN THE CURB AND THE PAVED SIDEWALK.
 DL9829'
 DL9829'TO REACH THE STATION FROM THE JUNCTION OF LYONS ROAD, COUNTY ROAD 512,
 DL9829'LYONS ROAD, COUNTY ROAD 640, AND LIBERTY CORNER ROAD, COUNTY ROAD 525,
 DL9829'GO SOUTH ON LIBERTY CORNER ROAD, COUNTY ROAD 525, 0.48 KM (0.3 MI) TO
 DL9829'ALLEN ROAD, TURN RIGHT ONTO ALLEN ROAD AND GO 2.25 KM (1.4 MI) TO THE
 DL9829'JUNCTION OF ALLEN ROAD, BEACON CREST DRIVE AND HIGH MEADOW LANE.
 DL9829'
 DL9829'THE STATION IS LOCATED ON THE WEST SIDE OF ALLEN ROAD 82.3 M
 DL9829'(270.0 FT) SOUTH OF BEACON CREST DRIVE, 0.44 M (1.4 FT) NORTHWEST OF
 DL9829'THE ALLEN ROAD CURB LINE, 7.77 M (25.5 FT) SOUTHWEST OF THE SOUTHWEST
 DL9829'CORNER OF THE TOP PIECE OF A TYPE B INLET, 30.82 M (101.1 FT)
 DL9829'NORTHWEST OF THE NORTHWEST CORNER OF THE TOP PIECE OF A TYPE B INLET,
 DL9829'33.78 M (110.8 FT) NORTHEAST OF A CONCRETE MONUMENT SET BY KELLER AND
 DL9829'KIRKPATRICK, AND 5.41 M (17.7 FT) NORTHEAST OF A 6 INCH (15 CM) PINE
 DL9829'TREE.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9830 ***********************************************************************
 DL9830  DESIGNATION -  BERNARDS 339
 DL9830  PID         -  DL9830
 DL9830  STATE/COUNTY-  NJ/SOMERSET
 DL9830  COUNTRY     -  US
 DL9830  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9830
 DL9830                         *CURRENT SURVEY CONTROL
 DL9830  ______________________________________________________________________
 DL9830* NAD 83(2011) POSITION- 40 39 08.72981(N) 074 35 39.21778(W)   ADJUSTED
 DL9830* NAD 83(2011) ELLIP HT-    58.521 (meters)        (06/27/12)   ADJUSTED
 DL9830* NAD 83(2011) EPOCH   -  2010.00
 DL9830* NAVD 88 ORTHO HEIGHT -    91.8   (meters)      301.    (feet) GPS OBS
 DL9830  ______________________________________________________________________
 DL9830  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9830  GEOID HEIGHT    -        -33.292 (meters)                     GEOID09
 DL9830  GEOID HEIGHT    -        -33.201 (meters)                     GEOID18
 DL9830  NAD 83(2011) X  -  1,287,321.061 (meters)                     COMP
 DL9830  NAD 83(2011) Y  - -4,671,751.057 (meters)                     COMP
 DL9830  NAD 83(2011) Z  -  4,133,254.114 (meters)                     COMP
 DL9830  LAPLACE CORR    -          2.94  (seconds)                    DEFLEC18
 DL9830
 DL9830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9830  Standards:
 DL9830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9830  -------------------------------------------------------------------
 DL9830  NETWORK    1.56   2.86           0.72   0.52   1.46      0.03027730
 DL9830  -------------------------------------------------------------------
 DL9830  Click here for local accuracies and other accuracy information.
 DL9830
 DL9830.The horizontal coordinates were established by GPS observations
 DL9830.and adjusted by the National Geodetic Survey in June 2012.
 DL9830
 DL9830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9830.been affixed to the stable North American tectonic plate. See 
 DL9830.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9830
 DL9830.The horizontal coordinates are valid at the epoch date displayed above
 DL9830.which is a decimal equivalence of Year/Month/Day.
 DL9830
 DL9830.The orthometric height was determined by GPS observations and a
 DL9830.high-resolution geoid model.
 DL9830
 DL9830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9830.GEOID18 height accuracy estimate available here.
 DL9830
 DL9830.Click photographs - Photos may exist for this station.
 DL9830
 DL9830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9830
 DL9830.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9830
 DL9830.The ellipsoidal height was determined by GPS observations
 DL9830.and is referenced to NAD 83.
 DL9830
 DL9830. The following values were computed from the NAD 83(2011) position.
 DL9830
 DL9830;                    North         East     Units Scale Factor Converg.
 DL9830;SPC NJ       -   201,957.292   142,031.477   MT  0.99990078   -0 03 41.0
 DL9830;SPC NJ       -   662,588.22    465,981.60   sFT  0.99990078   -0 03 41.0
 DL9830;UTM  18      - 4,500,253.238   534,304.801   MT  0.99961448   +0 15 51.7
 DL9830
 DL9830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9830!SPC NJ       -   0.99999082  x   0.99990078  =   0.99989160
 DL9830!UTM  18      -   0.99999082  x   0.99961448  =   0.99960530
 DL9830
 DL9830:                Primary Azimuth Mark                     Grid Az
 DL9830:SPC NJ       -  BERNARDS 510                             208 12 04.9
 DL9830:UTM  18      -  BERNARDS 510                             207 52 32.2
 DL9830
 DL9830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3430400253(NAD 83)
 DL9830
 DL9830|---------------------------------------------------------------------|
 DL9830| PID    Reference Object                     Distance      Geod. Az  |
 DL9830|                                                           dddmmss.s |
 DL9830| DL9838 BERNARDS 510                        APPROX. 1.3 KM 2080823.9 |
 DL9830|---------------------------------------------------------------------|
 DL9830
 DL9830                          SUPERSEDED SURVEY CONTROL
 DL9830
 DL9830  NAD 83(2007)-  40 39 08.73009(N)    074 35 39.21784(W) AD(2002.00) 1
 DL9830  ELLIP H (07/18/10)   58.508  (m)                       GP(2002.00) 4 2
 DL9830
 DL9830.Superseded values are not recommended for survey control.
 DL9830
 DL9830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9830.See file dsdata.pdf to determine how the superseded data were derived.
 DL9830
 DL9830_MARKER: DD = SURVEY DISK
 DL9830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9830_STAMPING: 339
 DL9830_MARK LOGO: BENART
 DL9830_PROJECTION: FLUSH
 DL9830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9830+STABILITY: SURFACE MOTION
 DL9830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9830+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2021
 DL9830
 DL9830  HISTORY     - Date     Condition        Report By
 DL9830  HISTORY     - UNK      MONUMENTED
 DL9830  HISTORY     - 20070302 GOOD             B2A
 DL9830  HISTORY     - 20160331 GOOD             AAAS
 DL9830  HISTORY     - 20210323 GOOD             NJGS
 DL9830
 DL9830                          STATION DESCRIPTION
 DL9830
 DL9830'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9830'BERNARDS 339 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9830'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE SOUTHEAST SIDE OF
 DL9830'ALLEN ROAD.
 DL9830'
 DL9830'TO REACH THE STATION FROM THE JUNCTION OF LYONS ROAD, COUNTY ROAD 512,
 DL9830'LYONS ROAD, COUNTY ROAD 640, AND LIBERTY CORNER ROAD, COUNTY ROAD 525,
 DL9830'GO SOUTH ON LIBERTY CORNER ROAD, COUNTY ROAD 525, 0.48 KM (0.3 MI) TO
 DL9830'ALLEN ROAD, TURN RIGHT ONTO ALLEN ROAD AND GO 1.93KM TO THE JUNCTION
 DL9830'OF ALLEN ROAD AND SOMERVILLE ROAD.  THE STATION IS LOCATED ON THE
 DL9830'SOUTHEAST SIDE OF ALLEN ROAD 121.92 M (400.0 FT) EAST OF SOMERVILLE
 DL9830'ROAD, 2.44 M (8.0 FT) SOUTHEAST OF THE ALLEN ROAD CURB LINE, 7.10 M
 DL9830'(23.3 FT) SOUTHWEST OF A PK/WASHER ON A MANHOLE COVER, 41.76 M (137.0
 DL9830'FT) SOUTHWEST OF POLE 2798, 4.79 M (15.7 FT) NORTHWEST OF A 3 INCH (8
 DL9830'CM) PINE TREE, AND 18.84 M (61.8 FT) NORTHEAST OF POLE 2799.  THE
 DL9830'STATION IS FLUSH WITH THE GROUND.
 DL9830
 DL9830                          STATION RECOVERY (2016)
 DL9830
 DL9830'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 DL9830'RECOVERED IN GOOD CONDITION.
 DL9830
 DL9830                          STATION RECOVERY (2021)
 DL9830
 DL9830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DL9830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9831 ***********************************************************************
 DL9831  DESIGNATION -  BERNARDS 501
 DL9831  PID         -  DL9831
 DL9831  STATE/COUNTY-  NJ/SOMERSET
 DL9831  COUNTRY     -  US
 DL9831  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9831
 DL9831                         *CURRENT SURVEY CONTROL
 DL9831  ______________________________________________________________________
 DL9831* NAD 83(2011) POSITION- 40 40 07.68264(N) 074 32 27.11761(W)   ADJUSTED
 DL9831* NAD 83(2011) ELLIP HT-    42.045 (meters)        (06/27/12)   ADJUSTED
 DL9831* NAD 83(2011) EPOCH   -  2010.00
 DL9831* NAVD 88 ORTHO HEIGHT -    75.2   (meters)      247.    (feet) GPS OBS
 DL9831  ______________________________________________________________________
 DL9831  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9831  GEOID HEIGHT    -        -33.198 (meters)                     GEOID09
 DL9831  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 DL9831  NAD 83(2011) X  -  1,291,352.268 (meters)                     COMP
 DL9831  NAD 83(2011) Y  - -4,669,396.041 (meters)                     COMP
 DL9831  NAD 83(2011) Z  -  4,134,622.862 (meters)                     COMP
 DL9831  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 DL9831
 DL9831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9831  Standards:
 DL9831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9831  -------------------------------------------------------------------
 DL9831  NETWORK    1.70   3.08           0.74   0.64   1.57      0.17522878
 DL9831  -------------------------------------------------------------------
 DL9831  Click here for local accuracies and other accuracy information.
 DL9831
 DL9831.The horizontal coordinates were established by GPS observations
 DL9831.and adjusted by the National Geodetic Survey in June 2012.
 DL9831
 DL9831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9831.been affixed to the stable North American tectonic plate. See 
 DL9831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9831
 DL9831.The horizontal coordinates are valid at the epoch date displayed above
 DL9831.which is a decimal equivalence of Year/Month/Day.
 DL9831
 DL9831.The orthometric height was determined by GPS observations and a
 DL9831.high-resolution geoid model.
 DL9831
 DL9831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9831.GEOID18 height accuracy estimate available here.
 DL9831
 DL9831.Click photographs - Photos may exist for this station.
 DL9831
 DL9831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9831
 DL9831.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9831
 DL9831.The ellipsoidal height was determined by GPS observations
 DL9831.and is referenced to NAD 83.
 DL9831
 DL9831. The following values were computed from the NAD 83(2011) position.
 DL9831
 DL9831;                    North         East     Units Scale Factor Converg.
 DL9831;SPC NJ       -   203,772.132   146,544.924   MT  0.99990015   -0 01 35.9
 DL9831;SPC NJ       -   668,542.40    480,789.47   sFT  0.99990015   -0 01 35.9
 DL9831;UTM  18      - 4,502,093.190   538,806.576   MT  0.99961854   +0 17 57.2
 DL9831
 DL9831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9831!SPC NJ       -   0.99999340  x   0.99990015  =   0.99989356
 DL9831!UTM  18      -   0.99999340  x   0.99961854  =   0.99961195
 DL9831
 DL9831:                Primary Azimuth Mark                     Grid Az
 DL9831:SPC NJ       -  BERNARDS 503                             242 16 44.5
 DL9831:UTM  18      -  BERNARDS 503                             241 57 11.4
 DL9831
 DL9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3880602093(NAD 83)
 DL9831
 DL9831|---------------------------------------------------------------------|
 DL9831| PID    Reference Object                     Distance      Geod. Az  |
 DL9831|                                                           dddmmss.s |
 DL9831| DL9832 BERNARDS 502                        217.846 METERS 00012     |
 DL9831| DL9833 BERNARDS 503                        APPROX. 1.5 KM 2421508.6 |
 DL9831|---------------------------------------------------------------------|
 DL9831
 DL9831                          SUPERSEDED SURVEY CONTROL
 DL9831
 DL9831  NAD 83(2007)-  40 40 07.68286(N)    074 32 27.11752(W) AD(2002.00) 1
 DL9831  ELLIP H (07/18/10)   42.031  (m)                       GP(2002.00) 4 2
 DL9831
 DL9831.Superseded values are not recommended for survey control.
 DL9831
 DL9831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9831.See file dsdata.pdf to determine how the superseded data were derived.
 DL9831
 DL9831_MARKER: DD = SURVEY DISK
 DL9831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9831_STAMPING: 501
 DL9831_MARK LOGO: BENART
 DL9831_PROJECTION: FLUSH
 DL9831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9831+STABILITY: SURFACE MOTION
 DL9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9831+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9831
 DL9831  HISTORY     - Date     Condition        Report By
 DL9831  HISTORY     - 20070302 MONUMENTED       B2A
 DL9831  HISTORY     - 20100727 GOOD             B2A
 DL9831
 DL9831                          STATION DESCRIPTION
 DL9831
 DL9831'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9831'BERNARDS 501 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9831'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHEAST SIDE OF STONE
 DL9831'HOUSE ROAD (CR-613), BETWEEN THE CURB AND A WOODEN FENCE.
 DL9831'
 DL9831'TO REACH THE STATION FROM THE JUNCTION OF STONE HOUSE ROAD, COUNTY
 DL9831'ROAD 613, AND VALLEY ROAD, COUNTY ROAD 512, GO NORTH ON STONE HOUSE
 DL9831'ROAD, COUNTY ROAD 613, 0.32 KM (0.2 MI) TO 254 STONE HOUSE ROAD.  THE
 DL9831'STATION IS LOCATED ON THE EAST SIDE OF STONE HOUSE ROAD, ACROSS FROM A
 DL9831'SINGLE DWELLING AT 254 STONE HOUSE ROAD 0.49 M (1.6 FT) NORTHEAST OF A
 DL9831'X CUT MADE IN THE FACE OF THE CURB, 9.64 M (31.6 FT) SOUTHWEST OF A
 DL9831'CORNER FENCE POST, AND 8.10 M (26.6 FT) NORTHWEST OF A CORNER FENCE
 DL9831'POST.  THE STATION IS FLUSH WITH THE GROUND.
 DL9831
 DL9831                          STATION RECOVERY (2010)
 DL9831
 DL9831'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9832 ***********************************************************************
 DL9832  DESIGNATION -  BERNARDS 502
 DL9832  PID         -  DL9832
 DL9832  STATE/COUNTY-  NJ/SOMERSET
 DL9832  COUNTRY     -  US
 DL9832  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9832
 DL9832                         *CURRENT SURVEY CONTROL
 DL9832  ______________________________________________________________________
 DL9832* NAD 83(2011) POSITION- 40 40 14.74484(N) 074 32 27.08464(W)   ADJUSTED
 DL9832* NAD 83(2011) ELLIP HT-    47.344 (meters)        (06/27/12)   ADJUSTED
 DL9832* NAD 83(2011) EPOCH   -  2010.00
 DL9832* NAVD 88 ORTHO HEIGHT -    80.5   (meters)      264.    (feet) GPS OBS
 DL9832  ______________________________________________________________________
 DL9832  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9832  GEOID HEIGHT    -        -33.204 (meters)                     GEOID09
 DL9832  GEOID HEIGHT    -        -33.097 (meters)                     GEOID18
 DL9832  NAD 83(2011) X  -  1,291,316.243 (meters)                     COMP
 DL9832  NAD 83(2011) Y  - -4,669,262.875 (meters)                     COMP
 DL9832  NAD 83(2011) Z  -  4,134,791.547 (meters)                     COMP
 DL9832  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 DL9832
 DL9832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9832  Standards:
 DL9832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9832  -------------------------------------------------------------------
 DL9832  NETWORK    2.02   3.68           0.87   0.77   1.88      0.14786639
 DL9832  -------------------------------------------------------------------
 DL9832  Click here for local accuracies and other accuracy information.
 DL9832
 DL9832.The horizontal coordinates were established by GPS observations
 DL9832.and adjusted by the National Geodetic Survey in June 2012.
 DL9832
 DL9832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9832.been affixed to the stable North American tectonic plate. See 
 DL9832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9832
 DL9832.The horizontal coordinates are valid at the epoch date displayed above
 DL9832.which is a decimal equivalence of Year/Month/Day.
 DL9832
 DL9832.The orthometric height was determined by GPS observations and a
 DL9832.high-resolution geoid model.
 DL9832
 DL9832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9832.GEOID18 height accuracy estimate available here.
 DL9832
 DL9832.Click photographs - Photos may exist for this station.
 DL9832
 DL9832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9832
 DL9832.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9832
 DL9832.The ellipsoidal height was determined by GPS observations
 DL9832.and is referenced to NAD 83.
 DL9832
 DL9832. The following values were computed from the NAD 83(2011) position.
 DL9832
 DL9832;                    North         East     Units Scale Factor Converg.
 DL9832;SPC NJ       -   203,989.954   146,545.799   MT  0.99990015   -0 01 35.9
 DL9832;SPC NJ       -   669,257.04    480,792.34   sFT  0.99990015   -0 01 35.9
 DL9832;UTM  18      - 4,502,310.952   538,806.213   MT  0.99961854   +0 17 57.2
 DL9832
 DL9832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9832!SPC NJ       -   0.99999257  x   0.99990015  =   0.99989272
 DL9832!UTM  18      -   0.99999257  x   0.99961854  =   0.99961112
 DL9832
 DL9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3880602310(NAD 83)
 DL9832
 DL9832|---------------------------------------------------------------------|
 DL9832| PID    Reference Object                     Distance      Geod. Az  |
 DL9832|                                                           dddmmss.s |
 DL9832| DL9831 BERNARDS 501                        217.846 METERS 18012     |
 DL9832|---------------------------------------------------------------------|
 DL9832
 DL9832                          SUPERSEDED SURVEY CONTROL
 DL9832
 DL9832  NAD 83(2007)-  40 40 14.74500(N)    074 32 27.08448(W) AD(2002.00) 1
 DL9832  ELLIP H (07/18/10)   47.328  (m)                       GP(2002.00) 4 2
 DL9832
 DL9832.Superseded values are not recommended for survey control.
 DL9832
 DL9832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9832.See file dsdata.pdf to determine how the superseded data were derived.
 DL9832
 DL9832_MARKER: DD = SURVEY DISK
 DL9832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9832_STAMPING: 502
 DL9832_MARK LOGO: BENART
 DL9832_PROJECTION: FLUSH
 DL9832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9832+STABILITY: SURFACE MOTION
 DL9832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9832+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9832
 DL9832  HISTORY     - Date     Condition        Report By
 DL9832  HISTORY     - 20070302 MONUMENTED       B2A
 DL9832  HISTORY     - 20100727 GOOD             B2A
 DL9832
 DL9832                          STATION DESCRIPTION
 DL9832
 DL9832'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9832'BERNARDS 502 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9832'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTHWEST SIDE OF
 DL9832'STONE HOUSE ROAD (CR-513).
 DL9832'
 DL9832'TO REACH THE STATION FROM THE JUNCTION OF STONE HOUSE ROAD, COUNTY
 DL9832'ROAD 613, AND VALLEY ROAD, COUNTY ROAD 512, GO NORTH ON STONE HOUSE
 DL9832'ROAD, COUNTY ROAD 613, 0.80 KM (0.5 MI) TO 225 STONE HOUSE ROAD.  THE
 DL9832'STATION IS LOCATED ON THE WEST SIDE OF STONE HOUSE ROAD, ACROSS FROM A
 DL9832'STONE DRIVEWAY TO A SINGLE DWELLING AT 225 STONE HOUSE ROAD.  THE
 DL9832'STATION IS LOCATED 11.17 M (36.6 FT) NORTHWEST OF AN X CUT MADE IN THE
 DL9832'FACE OF THE CURB, 1.80 M (5.9 FT) SOUTHWEST OF A STREET SIGN, AND 8.38
 DL9832'M (27.5 FT) NORTHWEST OF POLE 70362 BS.  THE STATION IS FLUSH WITH THE
 DL9832'GROUND.
 DL9832
 DL9832                          STATION RECOVERY (2010)
 DL9832
 DL9832'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9833 ***********************************************************************
 DL9833  DESIGNATION -  BERNARDS 503
 DL9833  PID         -  DL9833
 DL9833  STATE/COUNTY-  NJ/SOMERSET
 DL9833  COUNTRY     -  US
 DL9833  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9833
 DL9833                         *CURRENT SURVEY CONTROL
 DL9833  ______________________________________________________________________
 DL9833* NAD 83(2011) POSITION- 40 39 45.30046(N) 074 33 22.97923(W)   ADJUSTED
 DL9833* NAD 83(2011) ELLIP HT-    50.058 (meters)        (06/27/12)   ADJUSTED
 DL9833* NAD 83(2011) EPOCH   -  2010.00
 DL9833* NAVD 88 ORTHO HEIGHT -    83.3   (meters)      273.    (feet) GPS OBS
 DL9833  ______________________________________________________________________
 DL9833  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9833  GEOID HEIGHT    -        -33.223 (meters)                     GEOID09
 DL9833  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 DL9833  NAD 83(2011) X  -  1,290,209.056 (meters)                     COMP
 DL9833  NAD 83(2011) Y  - -4,670,185.121 (meters)                     COMP
 DL9833  NAD 83(2011) Z  -  4,134,104.385 (meters)                     COMP
 DL9833  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 DL9833
 DL9833  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9833  Standards:
 DL9833         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9833            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9833  -------------------------------------------------------------------
 DL9833  NETWORK    1.48   2.67           0.66   0.53   1.36      0.13372869
 DL9833  -------------------------------------------------------------------
 DL9833  Click here for local accuracies and other accuracy information.
 DL9833
 DL9833.The horizontal coordinates were established by GPS observations
 DL9833.and adjusted by the National Geodetic Survey in June 2012.
 DL9833
 DL9833.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9833.been affixed to the stable North American tectonic plate. See 
 DL9833.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9833
 DL9833.The horizontal coordinates are valid at the epoch date displayed above
 DL9833.which is a decimal equivalence of Year/Month/Day.
 DL9833
 DL9833.The orthometric height was determined by GPS observations and a
 DL9833.high-resolution geoid model.
 DL9833
 DL9833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9833.GEOID18 height accuracy estimate available here.
 DL9833
 DL9833.Click photographs - Photos may exist for this station.
 DL9833
 DL9833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9833
 DL9833.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9833
 DL9833.The ellipsoidal height was determined by GPS observations
 DL9833.and is referenced to NAD 83.
 DL9833
 DL9833. The following values were computed from the NAD 83(2011) position.
 DL9833
 DL9833;                    North         East     Units Scale Factor Converg.
 DL9833;SPC NJ       -   203,082.515   145,232.563   MT  0.99990028   -0 02 12.3
 DL9833;SPC NJ       -   666,279.88    476,483.83   sFT  0.99990028   -0 02 12.3
 DL9833;UTM  18      - 4,501,396.317   537,498.528   MT  0.99961731   +0 17 20.6
 DL9833
 DL9833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9833!SPC NJ       -   0.99999215  x   0.99990028  =   0.99989243
 DL9833!UTM  18      -   0.99999215  x   0.99961731  =   0.99960946
 DL9833
 DL9833:                Primary Azimuth Mark                     Grid Az
 DL9833:SPC NJ       -  BERNARDS 501                             062 16 44.5
 DL9833:UTM  18      -  BERNARDS 501                             061 57 11.6
 DL9833
 DL9833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3749801396(NAD 83)
 DL9833
 DL9833|---------------------------------------------------------------------|
 DL9833| PID    Reference Object                     Distance      Geod. Az  |
 DL9833|                                                           dddmmss.s |
 DL9833| DL9831 BERNARDS 501                        APPROX. 1.5 KM 0621432.2 |
 DL9833|---------------------------------------------------------------------|
 DL9833
 DL9833                          SUPERSEDED SURVEY CONTROL
 DL9833
 DL9833  NAD 83(2007)-  40 39 45.30072(N)    074 33 22.97915(W) AD(2002.00) 1
 DL9833  ELLIP H (07/18/10)   50.044  (m)                       GP(2002.00) 4 2
 DL9833
 DL9833.Superseded values are not recommended for survey control.
 DL9833
 DL9833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9833.See file dsdata.pdf to determine how the superseded data were derived.
 DL9833
 DL9833_MARKER: DD = SURVEY DISK
 DL9833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9833_STAMPING: 503
 DL9833_MARK LOGO: BENART
 DL9833_PROJECTION: FLUSH
 DL9833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9833+STABILITY: SURFACE MOTION
 DL9833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9833+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9833
 DL9833  HISTORY     - Date     Condition        Report By
 DL9833  HISTORY     - 20070302 MONUMENTED       B2A
 DL9833  HISTORY     - 20100727 GOOD             B2A
 DL9833
 DL9833                          STATION DESCRIPTION
 DL9833
 DL9833'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9833'BERNARDS 503 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9833'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE SOUTH SIDE OF VALLEY ROAD
 DL9833'(CR-512).
 DL9833'
 DL9833'TO REACH THE STATION FROM THE JUNCTION OF VALLEY ROAD, COUNTY ROAD
 DL9833'512, STONE HOUSE ROAD, COUNTY ROAD 613, TAKE VALLEY ROAD WEST, TOWARDS
 DL9833'PLEASANT VALLEY PARK, 1.45 KM (0.9 MI) TO ARBOR CIRCLE, ON THE LEFT
 DL9833'ACROSS FROM THE COAKLEY RUSSO MEMORIAL GOLF COURSE.  THE STATION IS
 DL9833'LOCATED SOUTHEAST OF THE INTERSECTION 1.96 M (6.4 FT) SOUTH OF A PK
 DL9833'NAIL IN CURB, 4.16 M (13.6 FT) SOUTHEAST OF ANOTHER PK NAIL IN THE
 DL9833'CURB, 12.26 M (40.2 FT) SOUTHWEST OF POLE NJ 2761 BV, AND 25.66 M
 DL9833'(84.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE PATIO.  THE
 DL9833'STATION IS FLUSH WITH THE GROUND.
 DL9833
 DL9833                          STATION RECOVERY (2010)
 DL9833
 DL9833'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9833'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9834 ***********************************************************************
 DL9834  DESIGNATION -  BERNARDS 504
 DL9834  PID         -  DL9834
 DL9834  STATE/COUNTY-  NJ/SOMERSET
 DL9834  COUNTRY     -  US
 DL9834  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9834
 DL9834                         *CURRENT SURVEY CONTROL
 DL9834  ______________________________________________________________________
 DL9834* NAD 83(2011) POSITION- 40 39 41.36171(N) 074 33 45.12628(W)   ADJUSTED
 DL9834* NAD 83(2011) ELLIP HT-    46.472 (meters)        (06/27/12)   ADJUSTED
 DL9834* NAD 83(2011) EPOCH   -  2010.00
 DL9834* NAVD 88 ORTHO HEIGHT -    79.7   (meters)      261.    (feet) GPS OBS
 DL9834  ______________________________________________________________________
 DL9834  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9834  GEOID HEIGHT    -        -33.237 (meters)                     GEOID09
 DL9834  GEOID HEIGHT    -        -33.142 (meters)                     GEOID18
 DL9834  NAD 83(2011) X  -  1,289,727.951 (meters)                     COMP
 DL9834  NAD 83(2011) Y  - -4,670,397.315 (meters)                     COMP
 DL9834  NAD 83(2011) Z  -  4,134,009.884 (meters)                     COMP
 DL9834  LAPLACE CORR    -          3.37  (seconds)                    DEFLEC18
 DL9834
 DL9834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9834  Standards:
 DL9834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9834  -------------------------------------------------------------------
 DL9834  NETWORK    1.62   2.96           0.74   0.56   1.51      0.05770731
 DL9834  -------------------------------------------------------------------
 DL9834  Click here for local accuracies and other accuracy information.
 DL9834
 DL9834.The horizontal coordinates were established by GPS observations
 DL9834.and adjusted by the National Geodetic Survey in June 2012.
 DL9834
 DL9834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9834.been affixed to the stable North American tectonic plate. See 
 DL9834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9834
 DL9834.The horizontal coordinates are valid at the epoch date displayed above
 DL9834.which is a decimal equivalence of Year/Month/Day.
 DL9834
 DL9834.The orthometric height was determined by GPS observations and a
 DL9834.high-resolution geoid model.
 DL9834
 DL9834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9834.GEOID18 height accuracy estimate available here.
 DL9834
 DL9834.Click photographs - Photos may exist for this station.
 DL9834
 DL9834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9834
 DL9834.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9834
 DL9834.The ellipsoidal height was determined by GPS observations
 DL9834.and is referenced to NAD 83.
 DL9834
 DL9834. The following values were computed from the NAD 83(2011) position.
 DL9834
 DL9834;                    North         East     Units Scale Factor Converg.
 DL9834;SPC NJ       -   202,961.382   144,712.302   MT  0.99990034   -0 02 26.7
 DL9834;SPC NJ       -   665,882.47    474,776.94   sFT  0.99990034   -0 02 26.7
 DL9834;UTM  18      - 4,501,272.263   536,979.112   MT  0.99961683   +0 17 06.2
 DL9834
 DL9834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9834!SPC NJ       -   0.99999271  x   0.99990034  =   0.99989305
 DL9834!UTM  18      -   0.99999271  x   0.99961683  =   0.99960954
 DL9834
 DL9834:                Primary Azimuth Mark                     Grid Az
 DL9834:SPC NJ       -  BERNARDS 503                             076 53 35.9
 DL9834:UTM  18      -  BERNARDS 503                             076 34 03.0
 DL9834
 DL9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3697901272(NAD 83)
 DL9834
 DL9834|---------------------------------------------------------------------|
 DL9834| PID    Reference Object                     Distance      Geod. Az  |
 DL9834|                                                           dddmmss.s |
 DL9834| DL9833 BERNARDS 503                        APPROX. 0.5 KM 0765109.2 |
 DL9834|---------------------------------------------------------------------|
 DL9834
 DL9834                          SUPERSEDED SURVEY CONTROL
 DL9834
 DL9834  NAD 83(2007)-  40 39 41.36201(N)    074 33 45.12611(W) AD(2002.00) 1
 DL9834  ELLIP H (07/18/10)   46.454  (m)                       GP(2002.00) 4 2
 DL9834
 DL9834.Superseded values are not recommended for survey control.
 DL9834
 DL9834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9834.See file dsdata.pdf to determine how the superseded data were derived.
 DL9834
 DL9834_MARKER: DD = SURVEY DISK
 DL9834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9834_STAMPING: 504
 DL9834_MARK LOGO: BENART
 DL9834_PROJECTION: FLUSH
 DL9834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9834+STABILITY: SURFACE MOTION
 DL9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9834+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9834
 DL9834  HISTORY     - Date     Condition        Report By
 DL9834  HISTORY     - 20070302 MONUMENTED       B2A
 DL9834  HISTORY     - 20100727 GOOD             B2A
 DL9834  HISTORY     - 20201015 SEE DESCRIPTION  NJGS
 DL9834
 DL9834                          STATION DESCRIPTION
 DL9834
 DL9834'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9834'BERNARDS 504 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9834'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTHWEST CORNER
 DL9834'OF THE JUNCTION OF VALLEY ROAD (CR-512) AND AN ASPHALT DRIVEWAY TO
 DL9834'PLEASANT VALLEY PARK.
 DL9834'
 DL9834'TO REACH THE STATION FROM THE JUNCTION OF VALLEY ROAD, COUNTY ROAD
 DL9834'512, STONE HOUSE ROAD, COUNTY ROAD 613, TAKE VALLEY ROAD WEST, TOWARDS
 DL9834'PLEASANT VALLEY PARK, 1.93 KM (1.2 MI) THE STATION IS LOCATED
 DL9834'NORTHWEST CORNER OF THE ENTRANCE TO PLEASANT VALLEY PARK 10.06 M (33.0
 DL9834'FT) WEST OF THE DRIVEWAY CENTERLINE, 9.80 M (32.2 FT) SOUTHEAST OF A 6
 DL9834'INCH (15 CM) MAPLE TREE, 5.77M SOUTHWEST OF A PK NAIL SET IN THE CURB
 DL9834'OF THE DRIVEWAY, AND 9.51 M (31.2 FT) NORTHEAST OF BT POLE NUMBER 4453
 DL9834'BS.  THE STATION IS FLUSH WITH THE GROUND.
 DL9834
 DL9834                          STATION RECOVERY (2010)
 DL9834
 DL9834'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9834'RECOVERED IN GOOD CONDITION.
 DL9834
 DL9834                          STATION RECOVERY (2020)
 DL9834
 DL9834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9834'TOP OF MONUMET MISSING, CONSIDERED LOST.  HEIGHT IS NO LONGER VALID.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9835 ***********************************************************************
 DL9835  DESIGNATION -  BERNARDS 507
 DL9835  PID         -  DL9835
 DL9835  STATE/COUNTY-  NJ/SOMERSET
 DL9835  COUNTRY     -  US
 DL9835  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9835
 DL9835                         *CURRENT SURVEY CONTROL
 DL9835  ______________________________________________________________________
 DL9835* NAD 83(2011) POSITION- 40 37 50.68096(N) 074 35 00.43356(W)   ADJUSTED
 DL9835* NAD 83(2011) ELLIP HT-   106.628 (meters)        (06/27/12)   ADJUSTED
 DL9835* NAD 83(2011) EPOCH   -  2010.00
 DL9835* NAVD 88 ORTHO HEIGHT -   139.8   (meters)      459.    (feet) GPS OBS
 DL9835  ______________________________________________________________________
 DL9835  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9835  GEOID HEIGHT    -        -33.195 (meters)                     GEOID09
 DL9835  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 DL9835  NAD 83(2011) X  -  1,288,626.032 (meters)                     COMP
 DL9835  NAD 83(2011) Y  - -4,673,055.788 (meters)                     COMP
 DL9835  NAD 83(2011) Z  -  4,131,458.596 (meters)                     COMP
 DL9835  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 DL9835
 DL9835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9835  Standards:
 DL9835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9835  -------------------------------------------------------------------
 DL9835  NETWORK    1.34   2.45           0.60   0.48   1.25      0.09095965
 DL9835  -------------------------------------------------------------------
 DL9835  Click here for local accuracies and other accuracy information.
 DL9835
 DL9835.The horizontal coordinates were established by GPS observations
 DL9835.and adjusted by the National Geodetic Survey in June 2012.
 DL9835
 DL9835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9835.been affixed to the stable North American tectonic plate. See 
 DL9835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9835
 DL9835.The horizontal coordinates are valid at the epoch date displayed above
 DL9835.which is a decimal equivalence of Year/Month/Day.
 DL9835
 DL9835.The orthometric height was determined by GPS observations and a
 DL9835.high-resolution geoid model.
 DL9835
 DL9835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9835.GEOID18 height accuracy estimate available here.
 DL9835
 DL9835.Click photographs - Photos may exist for this station.
 DL9835
 DL9835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9835
 DL9835.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9835
 DL9835.The ellipsoidal height was determined by GPS observations
 DL9835.and is referenced to NAD 83.
 DL9835
 DL9835. The following values were computed from the NAD 83(2011) position.
 DL9835
 DL9835;                    North         East     Units Scale Factor Converg.
 DL9835;SPC NJ       -   199,549.087   142,940.269   MT  0.99990061   -0 03 15.6
 DL9835;SPC NJ       -   654,687.30    468,963.20   sFT  0.99990061   -0 03 15.6
 DL9835;UTM  18      - 4,497,850.924   535,227.002   MT  0.99961527   +0 16 16.5
 DL9835
 DL9835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9835!SPC NJ       -   0.99998327  x   0.99990061  =   0.99988389
 DL9835!UTM  18      -   0.99998327  x   0.99961527  =   0.99959855
 DL9835
 DL9835:                Primary Azimuth Mark                     Grid Az
 DL9835:SPC NJ       -  BERNARDS 508                             291 12 49.7
 DL9835:UTM  18      -  BERNARDS 508                             290 53 17.6
 DL9835
 DL9835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3522797850(NAD 83)
 DL9835
 DL9835|---------------------------------------------------------------------|
 DL9835| PID    Reference Object                     Distance      Geod. Az  |
 DL9835|                                                           dddmmss.s |
 DL9835| DL9836 BERNARDS 508                        453.247 METERS 2910934.1 |
 DL9835|---------------------------------------------------------------------|
 DL9835
 DL9835                          SUPERSEDED SURVEY CONTROL
 DL9835
 DL9835  NAD 83(2007)-  40 37 50.68128(N)    074 35 00.43365(W) AD(2002.00) 1
 DL9835  ELLIP H (07/18/10)  106.615  (m)                       GP(2002.00) 4 2
 DL9835
 DL9835.Superseded values are not recommended for survey control.
 DL9835
 DL9835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9835.See file dsdata.pdf to determine how the superseded data were derived.
 DL9835
 DL9835_MARKER: DD = SURVEY DISK
 DL9835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9835_STAMPING: 507
 DL9835_MARK LOGO: B2A
 DL9835_PROJECTION: FLUSH
 DL9835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9835+STABILITY: SURFACE MOTION
 DL9835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9835+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9835
 DL9835  HISTORY     - Date     Condition        Report By
 DL9835  HISTORY     - 20070302 MONUMENTED       B2A
 DL9835  HISTORY     - 20100727 GOOD             B2A
 DL9835
 DL9835                          STATION DESCRIPTION
 DL9835
 DL9835'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9835'BERNARDS 507 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9835'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHEAST SIDE OF
 DL9835'MOUNTAIN ROAD, ON A CONCRETE DRIVEWAY INTO A FENCED IN ORCHARD.
 DL9835'
 DL9835'TO REACH THE STATION FROM THE JUNCTION OF MOUNT HOREB ROAD, COUNTY
 DL9835'ROAD 618, AND LIBERTY CORNER ROAD, COUNTY ROAD 525, GO NORTHWEST ON
 DL9835'LIBERTY CORNER ROAD, COUNTY ROAD 525, 1.61 KM (1.0 MI) TO MOUNTAIN
 DL9835'ROAD AND TURN LEFT ONTO MOUNTAIN ROAD AND GO 1.61 KM (1.0 MI) THE
 DL9835'STATION IS LOCATED ON THE NORTHEAST SIDE OF MOUNTAIN ROAD 5.39 M (17.7
 DL9835'FT) NORTHEAST OF A RAIL ROAD SPIKE AT THE MOUNTAIN ROAD CENTERLINE,
 DL9835'4.92 M (16.1 FT) SOUTHEAST OF THE WEST GATE POST, AND 8.39 M (27.5 FT)
 DL9835'SOUTHWEST OF THE EAST GATE POST.  THE STATION IS FLUSH WITH THE
 DL9835'CONCRETE.
 DL9835
 DL9835                          STATION RECOVERY (2010)
 DL9835
 DL9835'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9836 ***********************************************************************
 DL9836  DESIGNATION -  BERNARDS 508
 DL9836  PID         -  DL9836
 DL9836  STATE/COUNTY-  NJ/SOMERSET
 DL9836  COUNTRY     -  US
 DL9836  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9836
 DL9836                         *CURRENT SURVEY CONTROL
 DL9836  ______________________________________________________________________
 DL9836* NAD 83(2011) POSITION- 40 37 55.98448(N) 074 35 18.42007(W)   ADJUSTED
 DL9836* NAD 83(2011) ELLIP HT-   107.051 (meters)        (06/27/12)   ADJUSTED
 DL9836* NAD 83(2011) EPOCH   -  2010.00
 DL9836* NAVD 88 ORTHO HEIGHT -   140.3   (meters)      460.    (feet) GPS OBS
 DL9836  ______________________________________________________________________
 DL9836  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9836  GEOID HEIGHT    -        -33.213 (meters)                     GEOID09
 DL9836  GEOID HEIGHT    -        -33.209 (meters)                     GEOID18
 DL9836  NAD 83(2011) X  -  1,288,190.306 (meters)                     COMP
 DL9836  NAD 83(2011) Y  - -4,673,065.747 (meters)                     COMP
 DL9836  NAD 83(2011) Z  -  4,131,583.028 (meters)                     COMP
 DL9836  LAPLACE CORR    -          3.72  (seconds)                    DEFLEC18
 DL9836
 DL9836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9836  Standards:
 DL9836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9836  -------------------------------------------------------------------
 DL9836  NETWORK    1.44   2.61           0.65   0.51   1.33      0.06283179
 DL9836  -------------------------------------------------------------------
 DL9836  Click here for local accuracies and other accuracy information.
 DL9836
 DL9836.The horizontal coordinates were established by GPS observations
 DL9836.and adjusted by the National Geodetic Survey in June 2012.
 DL9836
 DL9836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9836.been affixed to the stable North American tectonic plate. See 
 DL9836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9836
 DL9836.The horizontal coordinates are valid at the epoch date displayed above
 DL9836.which is a decimal equivalence of Year/Month/Day.
 DL9836
 DL9836.The orthometric height was determined by GPS observations and a
 DL9836.high-resolution geoid model.
 DL9836
 DL9836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9836.GEOID18 height accuracy estimate available here.
 DL9836
 DL9836.Click photographs - Photos may exist for this station.
 DL9836
 DL9836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9836
 DL9836.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9836
 DL9836.The ellipsoidal height was determined by GPS observations
 DL9836.and is referenced to NAD 83.
 DL9836
 DL9836. The following values were computed from the NAD 83(2011) position.
 DL9836
 DL9836;                    North         East     Units Scale Factor Converg.
 DL9836;SPC NJ       -   199,713.078   142,517.777   MT  0.99990069   -0 03 27.4
 DL9836;SPC NJ       -   655,225.32    467,577.07   sFT  0.99990069   -0 03 27.4
 DL9836;UTM  18      - 4,498,012.465   534,803.707   MT  0.99961491   +0 16 04.8
 DL9836
 DL9836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9836!SPC NJ       -   0.99998321  x   0.99990069  =   0.99988390
 DL9836!UTM  18      -   0.99998321  x   0.99961491  =   0.99959812
 DL9836
 DL9836:                Primary Azimuth Mark                     Grid Az
 DL9836:SPC NJ       -  BERNARDS 507                             111 12 49.8
 DL9836:UTM  18      -  BERNARDS 507                             110 53 17.6
 DL9836
 DL9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3480398012(NAD 83)
 DL9836
 DL9836|---------------------------------------------------------------------|
 DL9836| PID    Reference Object                     Distance      Geod. Az  |
 DL9836|                                                           dddmmss.s |
 DL9836| DL9835 BERNARDS 507                        453.247 METERS 1110922.4 |
 DL9836| DL9837 BERNARDS 509                        APPROX. 1.1 KM 3164046.1 |
 DL9836|---------------------------------------------------------------------|
 DL9836
 DL9836                          SUPERSEDED SURVEY CONTROL
 DL9836
 DL9836  NAD 83(2007)-  40 37 55.98481(N)    074 35 18.42018(W) AD(2002.00) 1
 DL9836  ELLIP H (07/18/10)  107.037  (m)                       GP(2002.00) 4 2
 DL9836
 DL9836.Superseded values are not recommended for survey control.
 DL9836
 DL9836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9836.See file dsdata.pdf to determine how the superseded data were derived.
 DL9836
 DL9836_MARKER: DD = SURVEY DISK
 DL9836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9836_STAMPING: 508
 DL9836_MARK LOGO: BENART
 DL9836_PROJECTION: FLUSH
 DL9836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9836+STABILITY: SURFACE MOTION
 DL9836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9836+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2023
 DL9836
 DL9836  HISTORY     - Date     Condition        Report By
 DL9836  HISTORY     - 20070302 MONUMENTED       B2A
 DL9836  HISTORY     - 20100727 GOOD             B2A
 DL9836  HISTORY     - 20231226 GOOD             NJGS
 DL9836
 DL9836                          STATION DESCRIPTION
 DL9836
 DL9836'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9836'BERNARDS 508 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9836'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE SOUTHWEST SIDE OF
 DL9836'MOUNTAIN ROAD, AT THE JUNCTION OF MOUNTAIN ROAD AND VAN HOLTEN ROAD.
 DL9836'TO REACH THE STATION FROM THE JUNCTION OF MOUNT HOREB ROAD, COUNTY
 DL9836'ROAD 618, AND LIBERTY CORNER ROAD, COUNTY ROAD 525, GO NORTHWEST ON
 DL9836'LIBERTY CORNER ROAD, COUNTY ROAD 525, 1.61 KM (1.0 MI) TO MOUNTAIN
 DL9836'ROAD AND TURN LEFT ONTO MOUNTAIN ROAD AND GO 1.77 KM (1.1 MI) THE
 DL9836'STATION IS LOCATED 1.52 M (5.0 FT) SOUTHWEST OF THE MOUNTAIN ROAD EDGE
 DL9836'OF PAVEMENT, 6.10 M (20.0 FT) NORTHWEST OF THE VAN HOLTEN ROAD
 DL9836'CENTERLINE, AND 14.27 M (46.8 FT) NORTHWEST OF POLE NJ 1292 BV.  THE
 DL9836'STATION IS FLUSH WITH THE GROUND.
 DL9836
 DL9836                          STATION RECOVERY (2010)
 DL9836
 DL9836'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9836'RECOVERED IN GOOD CONDITION.
 DL9836
 DL9836                          STATION RECOVERY (2023)
 DL9836
 DL9836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DL9836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9837 ***********************************************************************
 DL9837  DESIGNATION -  BERNARDS 509
 DL9837  PID         -  DL9837
 DL9837  STATE/COUNTY-  NJ/SOMERSET
 DL9837  COUNTRY     -  US
 DL9837  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9837
 DL9837                         *CURRENT SURVEY CONTROL
 DL9837  ______________________________________________________________________
 DL9837* NAD 83(2011) POSITION- 40 38 22.26950(N) 074 35 50.96116(W)   ADJUSTED
 DL9837* NAD 83(2011) ELLIP HT-   122.241 (meters)        (06/27/12)   ADJUSTED
 DL9837* NAD 83(2011) EPOCH   -  2010.00
 DL9837* NAVD 88 ORTHO HEIGHT -   155.5   (meters)      510.    (feet) GPS OBS
 DL9837  ______________________________________________________________________
 DL9837  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9837  GEOID HEIGHT    -        -33.260 (meters)                     GEOID09
 DL9837  GEOID HEIGHT    -        -33.217 (meters)                     GEOID18
 DL9837  NAD 83(2011) X  -  1,287,315.865 (meters)                     COMP
 DL9837  NAD 83(2011) Y  - -4,672,770.956 (meters)                     COMP
 DL9837  NAD 83(2011) Z  -  4,132,208.216 (meters)                     COMP
 DL9837  LAPLACE CORR    -          3.67  (seconds)                    DEFLEC18
 DL9837
 DL9837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9837  Standards:
 DL9837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9837  -------------------------------------------------------------------
 DL9837  NETWORK    1.46   2.61           0.66   0.52   1.33      0.03188352
 DL9837  -------------------------------------------------------------------
 DL9837  Click here for local accuracies and other accuracy information.
 DL9837
 DL9837.The horizontal coordinates were established by GPS observations
 DL9837.and adjusted by the National Geodetic Survey in June 2012.
 DL9837
 DL9837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9837.been affixed to the stable North American tectonic plate. See 
 DL9837.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9837
 DL9837.The horizontal coordinates are valid at the epoch date displayed above
 DL9837.which is a decimal equivalence of Year/Month/Day.
 DL9837
 DL9837.The orthometric height was determined by GPS observations and a
 DL9837.high-resolution geoid model.
 DL9837
 DL9837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9837.GEOID18 height accuracy estimate available here.
 DL9837
 DL9837.Click photographs - Photos may exist for this station.
 DL9837
 DL9837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9837
 DL9837.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9837
 DL9837.The ellipsoidal height was determined by GPS observations
 DL9837.and is referenced to NAD 83.
 DL9837
 DL9837. The following values were computed from the NAD 83(2011) position.
 DL9837
 DL9837;                    North         East     Units Scale Factor Converg.
 DL9837;SPC NJ       -   200,524.602   141,754.026   MT  0.99990084   -0 03 48.6
 DL9837;SPC NJ       -   657,887.80    465,071.33   sFT  0.99990084   -0 03 48.6
 DL9837;UTM  18      - 4,498,819.405   534,035.576   MT  0.99961426   +0 15 43.8
 DL9837
 DL9837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9837!SPC NJ       -   0.99998082  x   0.99990084  =   0.99988167
 DL9837!UTM  18      -   0.99998082  x   0.99961426  =   0.99959509
 DL9837
 DL9837:                Primary Azimuth Mark                     Grid Az
 DL9837:SPC NJ       -  BERNARDS 508                             136 44 13.5
 DL9837:UTM  18      -  BERNARDS 508                             136 24 41.1
 DL9837
 DL9837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3403598819(NAD 83)
 DL9837
 DL9837|---------------------------------------------------------------------|
 DL9837| PID    Reference Object                     Distance      Geod. Az  |
 DL9837|                                                           dddmmss.s |
 DL9837| DL9836 BERNARDS 508                        APPROX. 1.1 KM 1364024.9 |
 DL9837|---------------------------------------------------------------------|
 DL9837
 DL9837                          SUPERSEDED SURVEY CONTROL
 DL9837
 DL9837  NAD 83(2007)-  40 38 22.26982(N)    074 35 50.96123(W) AD(2002.00) 1
 DL9837  ELLIP H (07/18/10)  122.228  (m)                       GP(2002.00) 4 2
 DL9837
 DL9837.Superseded values are not recommended for survey control.
 DL9837
 DL9837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9837.See file dsdata.pdf to determine how the superseded data were derived.
 DL9837
 DL9837_MARKER: DD = SURVEY DISK
 DL9837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9837_STAMPING: 509
 DL9837_MARK LOGO: BENART
 DL9837_PROJECTION: FLUSH
 DL9837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9837+STABILITY: SURFACE MOTION
 DL9837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9837+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9837
 DL9837  HISTORY     - Date     Condition        Report By
 DL9837  HISTORY     - 20070302 MONUMENTED       B2A
 DL9837  HISTORY     - 20100727 GOOD             B2A
 DL9837
 DL9837                          STATION DESCRIPTION
 DL9837
 DL9837'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9837'BERNARDS 509 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9837'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHEAST OF MOUNTAIN
 DL9837'ROAD.
 DL9837'
 DL9837'TO REACH THE STATION FROM THE JUNCTION OF MOUNT HOREB ROAD, COUNTY
 DL9837'ROAD 618, AND LIBERTY CORNER ROAD, COUNTY ROAD 525, GO NORTHWEST ON
 DL9837'LIBERTY CORNER ROAD, COUNTY ROAD 525, 1.61 KM (1.0 MI) TO MOUNTAIN
 DL9837'ROAD AND TURN LEFT ONTO MOUNTAIN ROAD AND GO 2.90 KM (1.8 MI) THE
 DL9837'STATION IS LOCATED ON THE NORTHEAST SIDE OF MOUNTAIN ROAD SOUTHWEST OF
 DL9837'A DRIVEWAY TO 373 MOUNTAIN ROAD, A SINGLE FAMILY DWELLING, 0.76 M (2.5
 DL9837'FT) NORTHEAST OF THE MOUNTAIN ROAD EDGE OF PAVEMENT, 10.09 M (33.1 FT)
 DL9837'NORTHWEST OF POLE BT 2604 BS, 20.22 M (66.3 FT) NORTHEAST OF A 14 INCH
 DL9837'(36 CM) CONIFER, AND 10.85 M (35.6 FT) NORTHEAST OF A 14 INCH (36 CM)
 DL9837'TREE.  THE STATION IS FLUSH WITH THE GROUND.
 DL9837
 DL9837                          STATION RECOVERY (2010)
 DL9837
 DL9837'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9838 ***********************************************************************
 DL9838  DESIGNATION -  BERNARDS 510
 DL9838  PID         -  DL9838
 DL9838  STATE/COUNTY-  NJ/SOMERSET
 DL9838  COUNTRY     -  US
 DL9838  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9838
 DL9838                         *CURRENT SURVEY CONTROL
 DL9838  ______________________________________________________________________
 DL9838* NAD 83(2011) POSITION- 40 38 30.69876(N) 074 36 05.92028(W)   ADJUSTED
 DL9838* NAD 83(2011) ELLIP HT-   120.047 (meters)        (06/27/12)   ADJUSTED
 DL9838* NAD 83(2011) EPOCH   -  2010.00
 DL9838* NAVD 88 ORTHO HEIGHT -   153.3   (meters)      503.    (feet) GPS OBS
 DL9838  ______________________________________________________________________
 DL9838  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9838  GEOID HEIGHT    -        -33.278 (meters)                     GEOID09
 DL9838  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 DL9838  NAD 83(2011) X  -  1,286,931.564 (meters)                     COMP
 DL9838  NAD 83(2011) Y  - -4,672,699.426 (meters)                     COMP
 DL9838  NAD 83(2011) Z  -  4,132,404.090 (meters)                     COMP
 DL9838  LAPLACE CORR    -          3.66  (seconds)                    DEFLEC18
 DL9838
 DL9838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9838  Standards:
 DL9838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9838  -------------------------------------------------------------------
 DL9838  NETWORK    1.53   2.70           0.71   0.51   1.38     -0.01009379
 DL9838  -------------------------------------------------------------------
 DL9838  Click here for local accuracies and other accuracy information.
 DL9838
 DL9838.The horizontal coordinates were established by GPS observations
 DL9838.and adjusted by the National Geodetic Survey in June 2012.
 DL9838
 DL9838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9838.been affixed to the stable North American tectonic plate. See 
 DL9838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9838
 DL9838.The horizontal coordinates are valid at the epoch date displayed above
 DL9838.which is a decimal equivalence of Year/Month/Day.
 DL9838
 DL9838.The orthometric height was determined by GPS observations and a
 DL9838.high-resolution geoid model.
 DL9838
 DL9838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9838.GEOID18 height accuracy estimate available here.
 DL9838
 DL9838.Click photographs - Photos may exist for this station.
 DL9838
 DL9838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9838
 DL9838.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9838
 DL9838.The ellipsoidal height was determined by GPS observations
 DL9838.and is referenced to NAD 83.
 DL9838
 DL9838. The following values were computed from the NAD 83(2011) position.
 DL9838
 DL9838;                    North         East     Units Scale Factor Converg.
 DL9838;SPC NJ       -   200,784.986   141,402.856   MT  0.99990091   -0 03 58.3
 DL9838;SPC NJ       -   658,742.07    463,919.20   sFT  0.99990091   -0 03 58.3
 DL9838;UTM  18      - 4,499,077.714   533,683.032   MT  0.99961396   +0 15 34.1
 DL9838
 DL9838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9838!SPC NJ       -   0.99998117  x   0.99990091  =   0.99988208
 DL9838!UTM  18      -   0.99998117  x   0.99961396  =   0.99959514
 DL9838
 DL9838:                Primary Azimuth Mark                     Grid Az
 DL9838:SPC NJ       -  BERNARDS 509                             126 33 21.7
 DL9838:UTM  18      -  BERNARDS 509                             126 13 49.3
 DL9838
 DL9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3368399077(NAD 83)
 DL9838
 DL9838|---------------------------------------------------------------------|
 DL9838| PID    Reference Object                     Distance      Geod. Az  |
 DL9838|                                                           dddmmss.s |
 DL9838| DL9837 BERNARDS 509                        437.216 METERS 1262923.4 |
 DL9838|---------------------------------------------------------------------|
 DL9838
 DL9838                          SUPERSEDED SURVEY CONTROL
 DL9838
 DL9838  NAD 83(2007)-  40 38 30.69910(N)    074 36 05.92040(W) AD(2002.00) 1
 DL9838  ELLIP H (07/18/10)  120.032  (m)                       GP(2002.00) 4 2
 DL9838
 DL9838.Superseded values are not recommended for survey control.
 DL9838
 DL9838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9838.See file dsdata.pdf to determine how the superseded data were derived.
 DL9838
 DL9838_MARKER: DD = SURVEY DISK
 DL9838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9838_STAMPING: 510
 DL9838_MARK LOGO: BENART
 DL9838_PROJECTION: FLUSH
 DL9838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9838+STABILITY: SURFACE MOTION
 DL9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9838+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2020
 DL9838
 DL9838  HISTORY     - Date     Condition        Report By
 DL9838  HISTORY     - 20070302 MONUMENTED       B2A
 DL9838  HISTORY     - 20100727 GOOD             B2A
 DL9838  HISTORY     - 20160331 GOOD             AAAS
 DL9838  HISTORY     - 20200505 GOOD             NJGS
 DL9838
 DL9838                          STATION DESCRIPTION
 DL9838
 DL9838'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9838'BERNARDS 510 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9838'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTHEAST SIDE OF
 DL9838'MOUNTAIN ROAD.
 DL9838'
 DL9838'TO REACH THE STATION FROM THE JUNCTION OF MOUNT HOREB ROAD, COUNTY
 DL9838'ROAD 618, AND LIBERTY CORNER ROAD, COUNTY ROAD 525, GO NORTHWEST ON
 DL9838'LIBERTY CORNER ROAD, COUNTY ROAD 525, 1.61 KM (1.0 MI) TO MOUNTAIN
 DL9838'ROAD AND TURN LEFT ONTO MOUNTAIN ROAD AND GO 3.21 KM (2.0 MI) THE
 DL9838'STATION IS LOCATED ON THE NORTHEAST SIDE OF MOUNTAIN ROAD 65.53 M
 DL9838'(215.0 FT) SOUTHEAST OF THE SOMERVILLE ROAD CENTERLINE, 19.76 M (64.8
 DL9838'FT) NORTHEAST OF A 10 INCH (25 CM) CEDAR, AND 17.24 M (56.6 FT)
 DL9838'NORTHWEST OF POLE NJ 2113 BV.  THE STATION IS FLUSH WITH THE GROUND.
 DL9838
 DL9838                          STATION RECOVERY (2010)
 DL9838
 DL9838'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9838'RECOVERED IN GOOD CONDITION.
 DL9838
 DL9838                          STATION RECOVERY (2016)
 DL9838
 DL9838'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 DL9838'RECOVERED IN GOOD CONDITION.
 DL9838
 DL9838                          STATION RECOVERY (2020)
 DL9838
 DL9838'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9839 ***********************************************************************
 DL9839  DESIGNATION -  BERNARDS 514
 DL9839  PID         -  DL9839
 DL9839  STATE/COUNTY-  NJ/SOMERSET
 DL9839  COUNTRY     -  US
 DL9839  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9839
 DL9839                         *CURRENT SURVEY CONTROL
 DL9839  ______________________________________________________________________
 DL9839* NAD 83(2011) POSITION- 40 40 20.47378(N) 074 36 39.61362(W)   ADJUSTED
 DL9839* NAD 83(2011) ELLIP HT-    72.391 (meters)        (06/27/12)   ADJUSTED
 DL9839* NAD 83(2011) EPOCH   -  2010.00
 DL9839* NAVD 88 ORTHO HEIGHT -   105.8   (meters)      347.    (feet) GPS OBS
 DL9839  ______________________________________________________________________
 DL9839  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9839  GEOID HEIGHT    -        -33.387 (meters)                     GEOID09
 DL9839  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 DL9839  NAD 83(2011) X  -  1,285,573.199 (meters)                     COMP
 DL9839  NAD 83(2011) Y  - -4,670,747.601 (meters)                     COMP
 DL9839  NAD 83(2011) Z  -  4,134,941.905 (meters)                     COMP
 DL9839  LAPLACE CORR    -          3.52  (seconds)                    DEFLEC18
 DL9839
 DL9839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9839  Standards:
 DL9839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9839  -------------------------------------------------------------------
 DL9839  NETWORK    1.77   3.25           0.80   0.63   1.66      0.08267029
 DL9839  -------------------------------------------------------------------
 DL9839  Click here for local accuracies and other accuracy information.
 DL9839
 DL9839.The horizontal coordinates were established by GPS observations
 DL9839.and adjusted by the National Geodetic Survey in June 2012.
 DL9839
 DL9839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9839.been affixed to the stable North American tectonic plate. See 
 DL9839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9839
 DL9839.The horizontal coordinates are valid at the epoch date displayed above
 DL9839.which is a decimal equivalence of Year/Month/Day.
 DL9839
 DL9839.The orthometric height was determined by GPS observations and a
 DL9839.high-resolution geoid model.
 DL9839
 DL9839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9839.GEOID18 height accuracy estimate available here.
 DL9839
 DL9839.Click photographs - Photos may exist for this station.
 DL9839
 DL9839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9839
 DL9839.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9839
 DL9839.The ellipsoidal height was determined by GPS observations
 DL9839.and is referenced to NAD 83.
 DL9839
 DL9839. The following values were computed from the NAD 83(2011) position.
 DL9839
 DL9839;                    North         East     Units Scale Factor Converg.
 DL9839;SPC NJ       -   204,171.777   140,615.519   MT  0.99990108   -0 04 20.4
 DL9839;SPC NJ       -   669,853.57    461,336.08   sFT  0.99990108   -0 04 20.4
 DL9839;UTM  18      - 4,502,459.002   532,876.684   MT  0.99961330   +0 15 12.7
 DL9839
 DL9839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9839!SPC NJ       -   0.99998864  x   0.99990108  =   0.99988973
 DL9839!UTM  18      -   0.99998864  x   0.99961330  =   0.99960195
 DL9839
 DL9839:                Primary Azimuth Mark                     Grid Az
 DL9839:SPC NJ       -  BERNARDS 521                             079 57 42.5
 DL9839:UTM  18      -  BERNARDS 521                             079 38 09.4
 DL9839
 DL9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3287602459(NAD 83)
 DL9839
 DL9839|---------------------------------------------------------------------|
 DL9839| PID    Reference Object                     Distance      Geod. Az  |
 DL9839|                                                           dddmmss.s |
 DL9839| DL9843 BERNARDS 521                        APPROX. 1.3 KM 0795322.1 |
 DL9839| DL9825 BERNARDS 332                        186.038 METERS 16930     |
 DL9839|---------------------------------------------------------------------|
 DL9839
 DL9839                          SUPERSEDED SURVEY CONTROL
 DL9839
 DL9839  NAD 83(2007)-  40 40 20.47387(N)    074 36 39.61369(W) AD(2002.00) 1
 DL9839  ELLIP H (07/18/10)   72.384  (m)                       GP(2002.00) 4 2
 DL9839
 DL9839.Superseded values are not recommended for survey control.
 DL9839
 DL9839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9839.See file dsdata.pdf to determine how the superseded data were derived.
 DL9839
 DL9839_MARKER: DD = SURVEY DISK
 DL9839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9839_STAMPING: 514
 DL9839_MARK LOGO: BENART
 DL9839_PROJECTION: FLUSH
 DL9839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9839+STABILITY: SURFACE MOTION
 DL9839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9839+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9839
 DL9839  HISTORY     - Date     Condition        Report By
 DL9839  HISTORY     - 20070302 MONUMENTED       B2A
 DL9839  HISTORY     - 20100727 GOOD             B2A
 DL9839
 DL9839                          STATION DESCRIPTION
 DL9839
 DL9839'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9839'BERNARDS 514 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9839'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTHEAST SIDE OF
 DL9839'FAR HILLS ROAD (CR-512).
 DL9839'
 DL9839'TO REACH THE STATION FROM THE JUNCTION OF LIBERTY CORNER ROAD, COUNTY
 DL9839'ROAD 524, AND CHURCH STREET, COUNTY ROAD 512, GO WEST ON COUNTY ROAD
 DL9839'512, 0.97KM AND CONTINUE ON FAR HILLS AVENUE, COUNTY ROAD 512, 3.22 KM
 DL9839'(2.0 MI) TO THE JUNCTION OF LIBERTY CORNER ROAD AND DOUGLAS ROAD AND
 DL9839'CONTINUE ON FAR HILLS ROAD AND GO 0.16 KM (0.1 MI) TO THE OVERPASS OF
 DL9839'US 287 (NORTH BOUND).  THE STATION IS LOCATED ON THE NORTH SIDE OF FAR
 DL9839'HILLS ROAD OPPOSITE A CATCH BASIN IN THE SOUTH SIDE OF FAR HILLS ROAD,
 DL9839'2.22 M (7.3 FT) NORTHEAST OF AN X CUT MADE IN THE CURB ON THE NORTH
 DL9839'SIDE OF FAR HILLS ROAD AND 4.01 M (13.2 FT) NORTHWEST OF AN X CUT MADE
 DL9839'IN THE CURB ON THE NORTH SIDE OF FAR HILLS ROAD.  THE STATION IS FLUSH
 DL9839'WITH THE GROUND.
 DL9839
 DL9839                          STATION RECOVERY (2010)
 DL9839
 DL9839'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9840 ***********************************************************************
 DL9840  DESIGNATION -  BERNARDS 515
 DL9840  PID         -  DL9840
 DL9840  STATE/COUNTY-  NJ/SOMERSET
 DL9840  COUNTRY     -  US
 DL9840  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9840
 DL9840                         *CURRENT SURVEY CONTROL
 DL9840  ______________________________________________________________________
 DL9840* NAD 83(2011) POSITION- 40 39 54.73456(N) 074 36 18.31796(W)   ADJUSTED
 DL9840* NAD 83(2011) ELLIP HT-    64.566 (meters)        (06/27/12)   ADJUSTED
 DL9840* NAD 83(2011) EPOCH   -  2010.00
 DL9840* NAVD 88 ORTHO HEIGHT -    97.9   (meters)      321.    (feet) GPS OBS
 DL9840  ______________________________________________________________________
 DL9840  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9840  GEOID HEIGHT    -        -33.355 (meters)                     GEOID09
 DL9840  GEOID HEIGHT    -        -33.203 (meters)                     GEOID18
 DL9840  NAD 83(2011) X  -  1,286,191.205 (meters)                     COMP
 DL9840  NAD 83(2011) Y  - -4,671,107.981 (meters)                     COMP
 DL9840  NAD 83(2011) Z  -  4,134,334.584 (meters)                     COMP
 DL9840  LAPLACE CORR    -          3.15  (seconds)                    DEFLEC18
 DL9840
 DL9840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9840  Standards:
 DL9840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9840  -------------------------------------------------------------------
 DL9840  NETWORK    2.16   3.53           0.88   0.88   1.80      0.20844730
 DL9840  -------------------------------------------------------------------
 DL9840  Click here for local accuracies and other accuracy information.
 DL9840
 DL9840.The horizontal coordinates were established by GPS observations
 DL9840.and adjusted by the National Geodetic Survey in June 2012.
 DL9840
 DL9840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9840.been affixed to the stable North American tectonic plate. See 
 DL9840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9840
 DL9840.The horizontal coordinates are valid at the epoch date displayed above
 DL9840.which is a decimal equivalence of Year/Month/Day.
 DL9840
 DL9840.The orthometric height was determined by GPS observations and a
 DL9840.high-resolution geoid model.
 DL9840
 DL9840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9840.GEOID18 height accuracy estimate available here.
 DL9840
 DL9840.Click photographs - Photos may exist for this station.
 DL9840
 DL9840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9840
 DL9840.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9840
 DL9840.The ellipsoidal height was determined by GPS observations
 DL9840.and is referenced to NAD 83.
 DL9840
 DL9840. The following values were computed from the NAD 83(2011) position.
 DL9840
 DL9840;                    North         East     Units Scale Factor Converg.
 DL9840;SPC NJ       -   203,377.276   141,114.675   MT  0.99990097   -0 04 06.5
 DL9840;SPC NJ       -   667,246.95    462,973.73   sFT  0.99990097   -0 04 06.5
 DL9840;UTM  18      - 4,501,667.580   533,380.205   MT  0.99961371   +0 15 26.4
 DL9840
 DL9840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9840!SPC NJ       -   0.99998987  x   0.99990097  =   0.99989084
 DL9840!UTM  18      -   0.99998987  x   0.99961371  =   0.99960359
 DL9840
 DL9840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3338001667(NAD 83)
 DL9840
 DL9840|---------------------------------------------------------------------|
 DL9840| PID    Reference Object                     Distance      Geod. Az  |
 DL9840|                                                           dddmmss.s |
 DL9840| DL9841 BERNARDS 516                        274.464 METERS 07455     |
 DL9840|---------------------------------------------------------------------|
 DL9840
 DL9840                          SUPERSEDED SURVEY CONTROL
 DL9840
 DL9840  NAD 83(2007)-  40 39 54.73466(N)    074 36 18.31802(W) AD(2002.00) 1
 DL9840  ELLIP H (07/18/10)   64.558  (m)                       GP(2002.00) 4 2
 DL9840
 DL9840.Superseded values are not recommended for survey control.
 DL9840
 DL9840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9840.See file dsdata.pdf to determine how the superseded data were derived.
 DL9840
 DL9840_MARKER: DD = SURVEY DISK
 DL9840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9840_STAMPING: 515
 DL9840_MARK LOGO: BENART
 DL9840_PROJECTION: FLUSH
 DL9840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9840+STABILITY: SURFACE MOTION
 DL9840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9840+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9840
 DL9840  HISTORY     - Date     Condition        Report By
 DL9840  HISTORY     - 20070302 MONUMENTED       B2A
 DL9840  HISTORY     - 20100727 GOOD             B2A
 DL9840
 DL9840                          STATION DESCRIPTION
 DL9840
 DL9840'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9840'BERNARDS 515 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9840'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHEAST CORNER OF A
 DL9840'TRIANGULAR TRAFFIC ISLAND AT THE JUNCTION OF LIBERTY CORNER ROAD,
 DL9840'COUNTY ROAD 512 AND MOUNT.  PROSPECT ROAD.
 DL9840'
 DL9840'TO REACH THE STATION FROM THE JUNCTION OF LIBERTY CORNER ROAD, COUNTY
 DL9840'ROAD 525 AND CHURCH ROAD, COUNTY ROAD 512, GO EAST ON CHURCH ROAD,
 DL9840'COUNTY ROAD 512, 2.41 KM (1.5 MI) TO THE JUNCTION OF MOUNT PROSPECT
 DL9840'ROAD.  THE STATION IS LOCATED 4.72 M (15.5 FT) SOUTHWEST OF POLE BT
 DL9840'2334 BS AND 3.60 M (11.8 FT) NORTHEAST OF AN X CUT ON THE NORTHEAST
 DL9840'CORNER OF AN ELECTRICAL BOX COVER.  SOUTHEAST OF AN OAK TREE.  THE
 DL9840'STATION IS FLUSH WITH THE GROUND.
 DL9840
 DL9840                          STATION RECOVERY (2010)
 DL9840
 DL9840'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9841 ***********************************************************************
 DL9841  DESIGNATION -  BERNARDS 516
 DL9841  PID         -  DL9841
 DL9841  STATE/COUNTY-  NJ/SOMERSET
 DL9841  COUNTRY     -  US
 DL9841  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9841
 DL9841                         *CURRENT SURVEY CONTROL
 DL9841  ______________________________________________________________________
 DL9841* NAD 83(2011) POSITION- 40 39 57.04941(N) 074 36 07.03534(W)   ADJUSTED
 DL9841* NAD 83(2011) ELLIP HT-    50.691 (meters)        (06/27/12)   ADJUSTED
 DL9841* NAD 83(2011) EPOCH   -  2010.00
 DL9841* NAVD 88 ORTHO HEIGHT -    84.0   (meters)      276.    (feet) GPS OBS
 DL9841  ______________________________________________________________________
 DL9841  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9841  GEOID HEIGHT    -        -33.349 (meters)                     GEOID09
 DL9841  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 DL9841  NAD 83(2011) X  -  1,286,431.562 (meters)                     COMP
 DL9841  NAD 83(2011) Y  - -4,670,982.613 (meters)                     COMP
 DL9841  NAD 83(2011) Z  -  4,134,379.706 (meters)                     COMP
 DL9841  LAPLACE CORR    -          3.11  (seconds)                    DEFLEC18
 DL9841
 DL9841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9841  Standards:
 DL9841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9841  -------------------------------------------------------------------
 DL9841  NETWORK    2.94   5.82           1.30   1.06   2.97     -0.24990274
 DL9841  -------------------------------------------------------------------
 DL9841  Click here for local accuracies and other accuracy information.
 DL9841
 DL9841.The horizontal coordinates were established by GPS observations
 DL9841.and adjusted by the National Geodetic Survey in June 2012.
 DL9841
 DL9841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9841.been affixed to the stable North American tectonic plate. See 
 DL9841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9841
 DL9841.The horizontal coordinates are valid at the epoch date displayed above
 DL9841.which is a decimal equivalence of Year/Month/Day.
 DL9841
 DL9841.The orthometric height was determined by GPS observations and a
 DL9841.high-resolution geoid model.
 DL9841
 DL9841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9841.GEOID18 height accuracy estimate available here.
 DL9841
 DL9841.Click photographs - Photos may exist for this station.
 DL9841
 DL9841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9841
 DL9841.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9841
 DL9841.The ellipsoidal height was determined by GPS observations
 DL9841.and is referenced to NAD 83.
 DL9841
 DL9841. The following values were computed from the NAD 83(2011) position.
 DL9841
 DL9841;                    North         East     Units Scale Factor Converg.
 DL9841;SPC NJ       -   203,448.362   141,379.746   MT  0.99990091   -0 03 59.2
 DL9841;SPC NJ       -   667,480.17    463,843.38   sFT  0.99990091   -0 03 59.2
 DL9841;UTM  18      - 4,501,740.151   533,644.791   MT  0.99961393   +0 15 33.8
 DL9841
 DL9841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9841!SPC NJ       -   0.99999205  x   0.99990091  =   0.99989296
 DL9841!UTM  18      -   0.99999205  x   0.99961393  =   0.99960598
 DL9841
 DL9841:                Primary Azimuth Mark                     Grid Az
 DL9841:SPC NJ       -  BERNARDS 335                             090 17 24.8
 DL9841:UTM  18      -  BERNARDS 335                             089 57 51.8
 DL9841
 DL9841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3364401740(NAD 83)
 DL9841
 DL9841|---------------------------------------------------------------------|
 DL9841| PID    Reference Object                     Distance      Geod. Az  |
 DL9841|                                                           dddmmss.s |
 DL9841| DL9828 BERNARDS 335                        APPROX. 1.0 KM 0901325.6 |
 DL9841| DL9829 BERNARDS 336                        APPROX. 1.3 KM 1633020.6 |
 DL9841|---------------------------------------------------------------------|
 DL9841
 DL9841                          SUPERSEDED SURVEY CONTROL
 DL9841
 DL9841  NAD 83(2007)-  40 39 57.04961(N)    074 36 07.03541(W) AD(2002.00) 1
 DL9841  ELLIP H (07/18/10)   50.681  (m)                       GP(2002.00) 4 2
 DL9841
 DL9841.Superseded values are not recommended for survey control.
 DL9841
 DL9841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9841.See file dsdata.pdf to determine how the superseded data were derived.
 DL9841
 DL9841_MARKER: DD = SURVEY DISK
 DL9841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9841_STAMPING: 516
 DL9841_MARK LOGO: BENART
 DL9841_PROJECTION: FLUSH
 DL9841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9841+STABILITY: SURFACE MOTION
 DL9841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9841+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9841
 DL9841  HISTORY     - Date     Condition        Report By
 DL9841  HISTORY     - 20070302 MONUMENTED       B2A
 DL9841  HISTORY     - 20100727 GOOD             B2A
 DL9841
 DL9841                          STATION DESCRIPTION
 DL9841
 DL9841'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9841'BERNARDS 516 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9841'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTH SIDE OF
 DL9841'LIBERTY CORNER ROAD, COUNTY ROAD 512, 1.61 KN EAST OF THE JUNCTION OF
 DL9841'LIBERTY CORNER ROAD, COUNTY ROAD 512 AND MOUNT.  PROSPECT ROAD.
 DL9841'
 DL9841'TO REACH THE STATION FROM THE JUNCTION OF LIBERTY CORNER ROAD, COUNTY
 DL9841'ROAD 525 AND CHURCH ROAD, COUNTY ROAD 512, GO EAST ON CHURCH ROAD,
 DL9841'COUNTY ROAD 512, 2.09 KM (1.3 MI) TO THE JUNCTION OF MOUNT PROSPECT
 DL9841'ROAD.  THE STATION IS LOCATED ON THE NORTH SIDE OF LIBERTY CORNER
 DL9841'ROAD, COUNTY ROAD 512, 12.60 M (41.3 FT) NORTHEAST OF A 6 INCH (15 CM)
 DL9841'CEDAR, 11.16 M (36.6 FT) SOUTHEAST OF POLE BT 2328 BS, AND 10.17 M
 DL9841'(33.4 FT) SOUTHWEST OF A 24 INCH (61 CM) TWIN TRUNK TREE.  THE STATION
 DL9841'IS FLUSH WITH THE GROUND.
 DL9841
 DL9841                          STATION RECOVERY (2010)
 DL9841
 DL9841'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9842 ***********************************************************************
 DL9842  DESIGNATION -  BERNARDS 520
 DL9842  PID         -  DL9842
 DL9842  STATE/COUNTY-  NJ/SOMERSET
 DL9842  COUNTRY     -  US
 DL9842  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9842
 DL9842                         *CURRENT SURVEY CONTROL
 DL9842  ______________________________________________________________________
 DL9842* NAD 83(2011) POSITION- 40 39 58.95226(N) 074 35 07.42361(W)   ADJUSTED
 DL9842* NAD 83(2011) ELLIP HT-    50.099 (meters)        (06/27/12)   ADJUSTED
 DL9842* NAD 83(2011) EPOCH   -  2010.00
 DL9842* NAVD 88 ORTHO HEIGHT -    83.4   (meters)      274.    (feet) GPS OBS
 DL9842  ______________________________________________________________________
 DL9842  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9842  GEOID HEIGHT    -        -33.309 (meters)                     GEOID09
 DL9842  GEOID HEIGHT    -        -33.172 (meters)                     GEOID18
 DL9842  NAD 83(2011) X  -  1,287,771.163 (meters)                     COMP
 DL9842  NAD 83(2011) Y  - -4,670,573.325 (meters)                     COMP
 DL9842  NAD 83(2011) Z  -  4,134,423.843 (meters)                     COMP
 DL9842  LAPLACE CORR    -          3.28  (seconds)                    DEFLEC18
 DL9842
 DL9842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9842  Standards:
 DL9842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9842  -------------------------------------------------------------------
 DL9842  NETWORK    1.86   3.29           0.85   0.64   1.68      0.08828522
 DL9842  -------------------------------------------------------------------
 DL9842  Click here for local accuracies and other accuracy information.
 DL9842
 DL9842.The horizontal coordinates were established by GPS observations
 DL9842.and adjusted by the National Geodetic Survey in June 2012.
 DL9842
 DL9842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9842.been affixed to the stable North American tectonic plate. See 
 DL9842.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9842
 DL9842.The horizontal coordinates are valid at the epoch date displayed above
 DL9842.which is a decimal equivalence of Year/Month/Day.
 DL9842
 DL9842.The orthometric height was determined by GPS observations and a
 DL9842.high-resolution geoid model.
 DL9842
 DL9842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9842.GEOID18 height accuracy estimate available here.
 DL9842
 DL9842.Click photographs - Photos may exist for this station.
 DL9842
 DL9842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9842
 DL9842.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9842
 DL9842.The ellipsoidal height was determined by GPS observations
 DL9842.and is referenced to NAD 83.
 DL9842
 DL9842. The following values were computed from the NAD 83(2011) position.
 DL9842
 DL9842;                    North         East     Units Scale Factor Converg.
 DL9842;SPC NJ       -   203,505.561   142,779.854   MT  0.99990064   -0 03 20.3
 DL9842;SPC NJ       -   667,667.83    468,436.90   sFT  0.99990064   -0 03 20.3
 DL9842;UTM  18      - 4,501,805.292   535,044.151   MT  0.99961512   +0 16 12.7
 DL9842
 DL9842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9842!SPC NJ       -   0.99999214  x   0.99990064  =   0.99989278
 DL9842!UTM  18      -   0.99999214  x   0.99961512  =   0.99960726
 DL9842
 DL9842:                Primary Azimuth Mark                     Grid Az
 DL9842:SPC NJ       -  BERNARDS 521                             317 10 35.9
 DL9842:UTM  18      -  BERNARDS 521                             316 51 02.9
 DL9842
 DL9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3504401805(NAD 83)
 DL9842
 DL9842|---------------------------------------------------------------------|
 DL9842| PID    Reference Object                     Distance      Geod. Az  |
 DL9842|                                                           dddmmss.s |
 DL9842| DL9843 BERNARDS 521                        APPROX. 1.2 KM 3170715.6 |
 DL9842|---------------------------------------------------------------------|
 DL9842
 DL9842                          SUPERSEDED SURVEY CONTROL
 DL9842
 DL9842  NAD 83(2007)-  40 39 58.95247(N)    074 35 07.42350(W) AD(2002.00) 1
 DL9842  ELLIP H (07/18/10)   50.089  (m)                       GP(2002.00) 4 2
 DL9842
 DL9842.Superseded values are not recommended for survey control.
 DL9842
 DL9842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9842.See file dsdata.pdf to determine how the superseded data were derived.
 DL9842
 DL9842_MARKER: DD = SURVEY DISK
 DL9842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9842_STAMPING: 520
 DL9842_MARK LOGO: BENART
 DL9842_PROJECTION: FLUSH
 DL9842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9842+STABILITY: SURFACE MOTION
 DL9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9842+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9842
 DL9842  HISTORY     - Date     Condition        Report By
 DL9842  HISTORY     - 20070302 MONUMENTED       B2A
 DL9842  HISTORY     - 20100727 GOOD             B2A
 DL9842
 DL9842                          STATION DESCRIPTION
 DL9842
 DL9842'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9842'BERNARDS 520 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9842'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTH SIDE OF
 DL9842'CHURCH ROAD (CR-512), BY THE JUNCTION OF CHURCH ROAD (CR-512) AND MINE
 DL9842'BROOK ROAD.
 DL9842'
 DL9842'TO REACH THE STATION FROM THE JUNCTION OF LYONS ROAD, COUNTY ROAD 640,
 DL9842'AND CHURCH ROAD, COUNTY ROAD 512, GO WEST ON CHURCH ROAD, COUNTY ROAD
 DL9842'512 FOR 0.32 KM (0.2 MI) TO THE INTERSECTION OF MINE BROOK ROAD.  THE
 DL9842'STATION IS LOCATED ON THE NORTH SIDE CHURCH ROAD WEST OF MINE BROOK
 DL9842'ROAD, 3.90 M (12.8 FT) EAST OF A FIRE HYDRANT, 13.26 M (43.5 FT)
 DL9842'NORTHWEST OF THE NORTH POST OF A SIGN LABELED ENTERING LIBERTY CORNER
 DL9842'HISTORIC DISTRICT, 6.39 M (21.0 FT) NORTHWEST OF A TREE, 14.16 M (46.5
 DL9842'FT) SOUTHWEST OF POLE BV 446, AND 14.74 M (48.4 FT) SOUTHEAST OF A X
 DL9842'CUT MADE IN A CORNER FENCE POST.  THE STATION IS FLUSH WITH THE
 DL9842'GROUND.
 DL9842
 DL9842                          STATION RECOVERY (2010)
 DL9842
 DL9842'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9843 ***********************************************************************
 DL9843  DESIGNATION -  BERNARDS 521
 DL9843  PID         -  DL9843
 DL9843  STATE/COUNTY-  NJ/SOMERSET
 DL9843  COUNTRY     -  US
 DL9843  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9843
 DL9843                         *CURRENT SURVEY CONTROL
 DL9843  ______________________________________________________________________
 DL9843* NAD 83(2011) POSITION- 40 40 28.15102(N) 074 35 43.03680(W)   ADJUSTED
 DL9843* NAD 83(2011) ELLIP HT-    46.948 (meters)        (06/27/12)   ADJUSTED
 DL9843* NAD 83(2011) EPOCH   -  2010.00
 DL9843* NAVD 88 ORTHO HEIGHT -    80.3   (meters)      263.    (feet) GPS OBS
 DL9843  ______________________________________________________________________
 DL9843  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9843  GEOID HEIGHT    -        -33.356 (meters)                     GEOID09
 DL9843  GEOID HEIGHT    -        -33.175 (meters)                     GEOID18
 DL9843  NAD 83(2011) X  -  1,286,808.175 (meters)                     COMP
 DL9843  NAD 83(2011) Y  - -4,670,227.398 (meters)                     COMP
 DL9843  NAD 83(2011) Z  -  4,135,104.934 (meters)                     COMP
 DL9843  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC18
 DL9843
 DL9843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9843  Standards:
 DL9843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9843  -------------------------------------------------------------------
 DL9843  NETWORK    2.04   3.67           0.93   0.71   1.87     -0.07551301
 DL9843  -------------------------------------------------------------------
 DL9843  Click here for local accuracies and other accuracy information.
 DL9843
 DL9843.The horizontal coordinates were established by GPS observations
 DL9843.and adjusted by the National Geodetic Survey in June 2012.
 DL9843
 DL9843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9843.been affixed to the stable North American tectonic plate. See 
 DL9843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9843
 DL9843.The horizontal coordinates are valid at the epoch date displayed above
 DL9843.which is a decimal equivalence of Year/Month/Day.
 DL9843
 DL9843.The orthometric height was determined by GPS observations and a
 DL9843.high-resolution geoid model.
 DL9843
 DL9843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9843.GEOID18 height accuracy estimate available here.
 DL9843
 DL9843.Click photographs - Photos may exist for this station.
 DL9843
 DL9843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9843
 DL9843.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9843
 DL9843.The ellipsoidal height was determined by GPS observations
 DL9843.and is referenced to NAD 83.
 DL9843
 DL9843. The following values were computed from the NAD 83(2011) position.
 DL9843
 DL9843;                    North         East     Units Scale Factor Converg.
 DL9843;SPC NJ       -   204,407.011   141,944.420   MT  0.99990080   -0 03 43.6
 DL9843;SPC NJ       -   670,625.34    465,695.98   sFT  0.99990080   -0 03 43.6
 DL9843;UTM  18      - 4,502,701.720   534,203.843   MT  0.99961440   +0 15 49.6
 DL9843
 DL9843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9843!SPC NJ       -   0.99999264  x   0.99990080  =   0.99989344
 DL9843!UTM  18      -   0.99999264  x   0.99961440  =   0.99960704
 DL9843
 DL9843:                Primary Azimuth Mark                     Grid Az
 DL9843:SPC NJ       -  BERNARDS 514                             259 57 42.6
 DL9843:UTM  18      -  BERNARDS 514                             259 38 09.4
 DL9843
 DL9843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3420302701(NAD 83)
 DL9843
 DL9843|---------------------------------------------------------------------|
 DL9843| PID    Reference Object                     Distance      Geod. Az  |
 DL9843|                                                           dddmmss.s |
 DL9843| DL9839 BERNARDS 514                        APPROX. 1.3 KM 2595359.0 |
 DL9843|---------------------------------------------------------------------|
 DL9843
 DL9843                          SUPERSEDED SURVEY CONTROL
 DL9843
 DL9843  NAD 83(2007)-  40 40 28.15114(N)    074 35 43.03683(W) AD(2002.00) 1
 DL9843  ELLIP H (07/18/10)   46.941  (m)                       GP(2002.00) 4 2
 DL9843
 DL9843.Superseded values are not recommended for survey control.
 DL9843
 DL9843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9843.See file dsdata.pdf to determine how the superseded data were derived.
 DL9843
 DL9843_MARKER: DD = SURVEY DISK
 DL9843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9843_STAMPING: 521
 DL9843_MARK LOGO: BENART
 DL9843_PROJECTION: FLUSH
 DL9843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9843+STABILITY: SURFACE MOTION
 DL9843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9843+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9843
 DL9843  HISTORY     - Date     Condition        Report By
 DL9843  HISTORY     - 20070302 MONUMENTED       B2A
 DL9843  HISTORY     - 20100727 GOOD             B2A
 DL9843
 DL9843                          STATION DESCRIPTION
 DL9843
 DL9843'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9843'BERNARDS 521 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9843'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHEAST SIDE OF MINE
 DL9843'BROOK ROAD.
 DL9843'
 DL9843'TO REACH THE STATION FROM THE JUNCTION OF LYONS ROAD, COUNTY ROAD 640,
 DL9843'AND CHURCH STREET, COUNTY ROAD 512, GO EAST ON CHURCH STREET, COUNTY
 DL9843'ROAD 512, 0.64 KM (0.4 MI) TO MINE BROOK ROAD AND TURN RIGHT ONTO MINE
 DL9843'BROOK ROAD AND GO 2.57 KM (1.6 MI) TO THE STATION ON THE NORTHEAST
 DL9843'SIDE OF MINE BROOK ROAD 9.74 M (32.0 FT) NORTHEAST OF POLE BF 449,
 DL9843'8.85 M (29.0 FT) NORTHWEST OF POLE BT 2959 BS, 6.84 M (22.4 FT)
 DL9843'NORTHWEST OF A 12 INCH (30 CM) OAK TREE, AND 8.44 M (27.7 FT)
 DL9843'SOUTHEAST OF A 14 INCH (36 CM) OAK TREE.  THE STATION IS FLUSH WITH
 DL9843'THE GROUND.
 DL9843
 DL9843                          STATION RECOVERY (2010)
 DL9843
 DL9843'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9844 ***********************************************************************
 DL9844  DESIGNATION -  BERNARDS 523
 DL9844  PID         -  DL9844
 DL9844  STATE/COUNTY-  NJ/SOMERSET
 DL9844  COUNTRY     -  US
 DL9844  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9844
 DL9844                         *CURRENT SURVEY CONTROL
 DL9844  ______________________________________________________________________
 DL9844* NAD 83(2011) POSITION- 40 41 16.22386(N) 074 35 36.34170(W)   ADJUSTED
 DL9844* NAD 83(2011) ELLIP HT-    57.308 (meters)        (06/27/12)   ADJUSTED
 DL9844* NAD 83(2011) EPOCH   -  2010.00
 DL9844* NAVD 88 ORTHO HEIGHT -    90.7   (meters)      298.    (feet) GPS OBS
 DL9844  ______________________________________________________________________
 DL9844  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9844  GEOID HEIGHT    -        -33.385 (meters)                     GEOID09
 DL9844  GEOID HEIGHT    -        -33.148 (meters)                     GEOID18
 DL9844  NAD 83(2011) X  -  1,286,705.051 (meters)                     COMP
 DL9844  NAD 83(2011) Y  - -4,669,261.313 (meters)                     COMP
 DL9844  NAD 83(2011) Z  -  4,136,236.239 (meters)                     COMP
 DL9844  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 DL9844
 DL9844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9844  Standards:
 DL9844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9844  -------------------------------------------------------------------
 DL9844  NETWORK    3.76   9.15           1.68   1.36   4.67     -0.06935656
 DL9844  -------------------------------------------------------------------
 DL9844  Click here for local accuracies and other accuracy information.
 DL9844
 DL9844.The horizontal coordinates were established by GPS observations
 DL9844.and adjusted by the National Geodetic Survey in June 2012.
 DL9844
 DL9844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9844.been affixed to the stable North American tectonic plate. See 
 DL9844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9844
 DL9844.The horizontal coordinates are valid at the epoch date displayed above
 DL9844.which is a decimal equivalence of Year/Month/Day.
 DL9844
 DL9844.The orthometric height was determined by GPS observations and a
 DL9844.high-resolution geoid model.
 DL9844
 DL9844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9844.GEOID18 height accuracy estimate available here.
 DL9844
 DL9844.Click photographs - Photos may exist for this station.
 DL9844
 DL9844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9844
 DL9844.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9844
 DL9844.The ellipsoidal height was determined by GPS observations
 DL9844.and is referenced to NAD 83.
 DL9844
 DL9844. The following values were computed from the NAD 83(2011) position.
 DL9844
 DL9844;                    North         East     Units Scale Factor Converg.
 DL9844;SPC NJ       -   205,889.578   142,103.218   MT  0.99990077   -0 03 39.3
 DL9844;SPC NJ       -   675,489.39    466,216.97   sFT  0.99990077   -0 03 39.3
 DL9844;UTM  18      - 4,504,184.742   534,354.162   MT  0.99961453   +0 15 54.2
 DL9844
 DL9844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9844!SPC NJ       -   0.99999101  x   0.99990077  =   0.99989178
 DL9844!UTM  18      -   0.99999101  x   0.99961453  =   0.99960554
 DL9844
 DL9844:                Primary Azimuth Mark                     Grid Az
 DL9844:SPC NJ       -  BERNARDS 524                             089 35 32.8
 DL9844:UTM  18      -  BERNARDS 524                             089 15 59.3
 DL9844
 DL9844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3435404184(NAD 83)
 DL9844
 DL9844|---------------------------------------------------------------------|
 DL9844| PID    Reference Object                     Distance      Geod. Az  |
 DL9844|                                                           dddmmss.s |
 DL9844| DL9845 BERNARDS 524                        472.591 METERS 0893153.5 |
 DL9844|---------------------------------------------------------------------|
 DL9844
 DL9844                          SUPERSEDED SURVEY CONTROL
 DL9844
 DL9844  NAD 83(2007)-  40 41 16.22395(N)    074 35 36.34161(W) AD(2002.00) 1
 DL9844  ELLIP H (07/18/10)   57.300  (m)                       GP(2002.00) 4 2
 DL9844
 DL9844.Superseded values are not recommended for survey control.
 DL9844
 DL9844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9844.See file dsdata.pdf to determine how the superseded data were derived.
 DL9844
 DL9844_MARKER: DD = SURVEY DISK
 DL9844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9844_STAMPING: 523
 DL9844_MARK LOGO: BENART
 DL9844_PROJECTION: FLUSH
 DL9844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9844+STABILITY: SURFACE MOTION
 DL9844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9844+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9844
 DL9844  HISTORY     - Date     Condition        Report By
 DL9844  HISTORY     - 20070302 MONUMENTED       B2A
 DL9844  HISTORY     - 20100727 GOOD             B2A
 DL9844
 DL9844                          STATION DESCRIPTION
 DL9844
 DL9844'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9844'BERNARDS 523 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9844'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHEAST SIDE OF
 DL9844'WHITENACK ROAD.
 DL9844'
 DL9844'TO REACH THE STATION FROM THE JUNCTION OF MOUNT AIRY ROAD, COUNTY ROAD
 DL9844'525, AND INTERSTATE 287 (EXIT 26 WEST BOUND OR EXIT 26B EAST BOUND),
 DL9844'GO NORTH ON MOUNT AIRY ROAD, COUNTY ROAD 525 0.32 KM (0.2 MI) TO THE
 DL9844'JUNCTION OF WHITENACK ROAD, (ON THE LEFT), TURN ONTO WHITENACK ROAD
 DL9844'AND GO 1.93 KM (1.2 MI) TO 200 WHITENACK ROAD.  THE STATION IS LOCATED
 DL9844'1.37 M (4.5 FT) NORTHEAST OF THE WHITENACK ROAD EDGE OF PAVEMENT,
 DL9844'15.01 M (49.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A GRATE AT THE
 DL9844'ENTRANCE OF A DRIVEWAY FOR 200 WHITENACK ROAD, 6.48 M (21.3 FT)
 DL9844'NORTHWEST OF POLE BV 1086, 15.22 M (49.9 FT) NORTH OF A 10 INCH (25
 DL9844'CM) HICKORY TREE, AND 18.15 M (59.5 FT) NORTHEAST OF A 16 INCH (41 CM)
 DL9844'ASH TREE.  THE STATION IS FLUSH WITH THE GROUND.
 DL9844
 DL9844                          STATION RECOVERY (2010)
 DL9844
 DL9844'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9845 ***********************************************************************
 DL9845  DESIGNATION -  BERNARDS 524
 DL9845  PID         -  DL9845
 DL9845  STATE/COUNTY-  NJ/SOMERSET
 DL9845  COUNTRY     -  US
 DL9845  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9845
 DL9845                         *CURRENT SURVEY CONTROL
 DL9845  ______________________________________________________________________
 DL9845* NAD 83(2011) POSITION- 40 41 16.34864(N) 074 35 16.21566(W)   ADJUSTED
 DL9845* NAD 83(2011) ELLIP HT-    54.010 (meters)        (06/27/12)   ADJUSTED
 DL9845* NAD 83(2011) EPOCH   -  2010.00
 DL9845* NAVD 88 ORTHO HEIGHT -    87.4   (meters)      287.    (feet) GPS OBS
 DL9845  ______________________________________________________________________
 DL9845  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9845  GEOID HEIGHT    -        -33.372 (meters)                     GEOID09
 DL9845  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 DL9845  NAD 83(2011) X  -  1,287,159.311 (meters)                     COMP
 DL9845  NAD 83(2011) Y  - -4,669,130.912 (meters)                     COMP
 DL9845  NAD 83(2011) Z  -  4,136,237.008 (meters)                     COMP
 DL9845  LAPLACE CORR    -          3.04  (seconds)                    DEFLEC18
 DL9845
 DL9845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9845  Standards:
 DL9845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9845  -------------------------------------------------------------------
 DL9845  NETWORK    2.47   4.51           1.10   0.88   2.30      0.21346137
 DL9845  -------------------------------------------------------------------
 DL9845  Click here for local accuracies and other accuracy information.
 DL9845
 DL9845.The horizontal coordinates were established by GPS observations
 DL9845.and adjusted by the National Geodetic Survey in June 2012.
 DL9845
 DL9845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9845.been affixed to the stable North American tectonic plate. See 
 DL9845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9845
 DL9845.The horizontal coordinates are valid at the epoch date displayed above
 DL9845.which is a decimal equivalence of Year/Month/Day.
 DL9845
 DL9845.The orthometric height was determined by GPS observations and a
 DL9845.high-resolution geoid model.
 DL9845
 DL9845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9845.GEOID18 height accuracy estimate available here.
 DL9845
 DL9845.Click photographs - Photos may exist for this station.
 DL9845
 DL9845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9845
 DL9845.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9845
 DL9845.The ellipsoidal height was determined by GPS observations
 DL9845.and is referenced to NAD 83.
 DL9845
 DL9845. The following values were computed from the NAD 83(2011) position.
 DL9845
 DL9845;                    North         East     Units Scale Factor Converg.
 DL9845;SPC NJ       -   205,892.939   142,575.750   MT  0.99990068   -0 03 26.2
 DL9845;SPC NJ       -   675,500.42    467,767.27   sFT  0.99990068   -0 03 26.2
 DL9845;UTM  18      - 4,504,190.790   534,826.533   MT  0.99961493   +0 16 07.3
 DL9845
 DL9845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9845!SPC NJ       -   0.99999153  x   0.99990068  =   0.99989221
 DL9845!UTM  18      -   0.99999153  x   0.99961493  =   0.99960646
 DL9845
 DL9845:                Primary Azimuth Mark                     Grid Az
 DL9845:SPC NJ       -  BERNARDS 523                             269 35 32.8
 DL9845:UTM  18      -  BERNARDS 523                             269 15 59.3
 DL9845
 DL9845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3482604190(NAD 83)
 DL9845
 DL9845|---------------------------------------------------------------------|
 DL9845| PID    Reference Object                     Distance      Geod. Az  |
 DL9845|                                                           dddmmss.s |
 DL9845| DL9844 BERNARDS 523                        472.591 METERS 2693206.6 |
 DL9845|---------------------------------------------------------------------|
 DL9845
 DL9845                          SUPERSEDED SURVEY CONTROL
 DL9845
 DL9845  NAD 83(2007)-  40 41 16.34878(N)    074 35 16.21547(W) AD(2002.00) 1
 DL9845  ELLIP H (07/18/10)   54.002  (m)                       GP(2002.00) 4 2
 DL9845
 DL9845.Superseded values are not recommended for survey control.
 DL9845
 DL9845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9845.See file dsdata.pdf to determine how the superseded data were derived.
 DL9845
 DL9845_MARKER: DD = SURVEY DISK
 DL9845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9845_STAMPING: 524
 DL9845_MARK LOGO: BENART
 DL9845_PROJECTION: FLUSH
 DL9845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9845+STABILITY: SURFACE MOTION
 DL9845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9845+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 DL9845
 DL9845  HISTORY     - Date     Condition        Report By
 DL9845  HISTORY     - 20070302 MONUMENTED       B2A
 DL9845  HISTORY     - 20100727 GOOD             B2A
 DL9845  HISTORY     - 20201202 GOOD             NJGS
 DL9845
 DL9845                          STATION DESCRIPTION
 DL9845
 DL9845'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9845'BERNARDS 524 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9845'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE SOUTH SIDE OF
 DL9845'WHITENACK ROAD.
 DL9845'
 DL9845'TO REACH THE STATION FROM THE JUNCTION OF MOUNT AIRY ROAD, COUNTY ROAD
 DL9845'525, AND INTERSTATE 287 (EXIT 26 WEST BOUND OR EXIT 26B EAST BOUND),
 DL9845'GO NORTH ON MOUNT AIRY ROAD, COUNTY ROAD 525 0.32 KM (0.2 MI) TO THE
 DL9845'JUNCTION OF WHITENACK ROAD, (ON THE LEFT), TURN ONTO WHITENACK ROAD
 DL9845'AND GO 1.77 KM (1.1 MI) TO 130 WHITENACK ROAD.  THE STATION IS LOCATED
 DL9845'ACROSS FROM THE DRIVEWAY FOR 130 WHITENACK ROAD 0.30 M (1.0 FT) SOUTH
 DL9845'OF THE WHITENACK ROAD EDGE OF PAVING, 3.58 M (11.7 FT) NORTHEAST OF A
 DL9845'FENCE POST, IN FRONT OF A DWELLING AT 129 WHITENACK ROAD NORTHWEST OF
 DL9845'A FENCE POST IN FRONT OF A DWELLING AT 129 WHITENACK ROAD, 10.18 M
 DL9845'(33.4 FT) SOUTHEAST OF A PK NAIL IN A BELGIAN BLOCK CURB ON THE WEST
 DL9845'SIDE OF THE DRIVEWAY FOR HOUSE 130, AND 13.47 M (44.2 FT) SOUTHWEST OF
 DL9845'POLE NJ 2823 BV.  THE STATION IS FLUSH WITH THE GROUND.
 DL9845
 DL9845                          STATION RECOVERY (2010)
 DL9845
 DL9845'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9845'RECOVERED IN GOOD CONDITION.
 DL9845
 DL9845                          STATION RECOVERY (2020)
 DL9845
 DL9845'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 DL9845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9846 ***********************************************************************
 DL9846  DESIGNATION -  BERNARDS 525
 DL9846  PID         -  DL9846
 DL9846  STATE/COUNTY-  NJ/SOMERSET
 DL9846  COUNTRY     -  US
 DL9846  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9846
 DL9846                         *CURRENT SURVEY CONTROL
 DL9846  ______________________________________________________________________
 DL9846* NAD 83(2011) POSITION- 40 41 12.06138(N) 074 34 25.25804(W)   ADJUSTED
 DL9846* NAD 83(2011) ELLIP HT-    62.262 (meters)        (06/27/12)   ADJUSTED
 DL9846* NAD 83(2011) EPOCH   -  2010.00
 DL9846* NAVD 88 ORTHO HEIGHT -    95.6   (meters)      314.    (feet) GPS OBS
 DL9846  ______________________________________________________________________
 DL9846  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9846  GEOID HEIGHT    -        -33.334 (meters)                     GEOID09
 DL9846  GEOID HEIGHT    -        -33.122 (meters)                     GEOID18
 DL9846  NAD 83(2011) X  -  1,288,337.377 (meters)                     COMP
 DL9846  NAD 83(2011) Y  - -4,668,901.920 (meters)                     COMP
 DL9846  NAD 83(2011) Z  -  4,136,142.106 (meters)                     COMP
 DL9846  LAPLACE CORR    -          3.05  (seconds)                    DEFLEC18
 DL9846
 DL9846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9846  Standards:
 DL9846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9846  -------------------------------------------------------------------
 DL9846  NETWORK    2.01   3.53           0.92   0.69   1.80      0.08509945
 DL9846  -------------------------------------------------------------------
 DL9846  Click here for local accuracies and other accuracy information.
 DL9846
 DL9846.The horizontal coordinates were established by GPS observations
 DL9846.and adjusted by the National Geodetic Survey in June 2012.
 DL9846
 DL9846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9846.been affixed to the stable North American tectonic plate. See 
 DL9846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9846
 DL9846.The horizontal coordinates are valid at the epoch date displayed above
 DL9846.which is a decimal equivalence of Year/Month/Day.
 DL9846
 DL9846.The orthometric height was determined by GPS observations and a
 DL9846.high-resolution geoid model.
 DL9846
 DL9846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9846.GEOID18 height accuracy estimate available here.
 DL9846
 DL9846.Click photographs - Photos may exist for this station.
 DL9846
 DL9846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9846
 DL9846.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9846
 DL9846.The ellipsoidal height was determined by GPS observations
 DL9846.and is referenced to NAD 83.
 DL9846
 DL9846. The following values were computed from the NAD 83(2011) position.
 DL9846
 DL9846;                    North         East     Units Scale Factor Converg.
 DL9846;SPC NJ       -   205,759.605   143,772.044   MT  0.99990048   -0 02 52.9
 DL9846;SPC NJ       -   675,062.97    471,692.11   sFT  0.99990048   -0 02 52.9
 DL9846;UTM  18      - 4,504,064.300   536,023.225   MT  0.99961597   +0 16 40.5
 DL9846
 DL9846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9846!SPC NJ       -   0.99999023  x   0.99990048  =   0.99989071
 DL9846!UTM  18      -   0.99999023  x   0.99961597  =   0.99960621
 DL9846
 DL9846:                Primary Azimuth Mark                     Grid Az
 DL9846:SPC NJ       -  BERNARDS 524                             276 21 34.8
 DL9846:UTM  18      -  BERNARDS 524                             276 02 01.4
 DL9846
 DL9846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3602304064(NAD 83)
 DL9846
 DL9846|---------------------------------------------------------------------|
 DL9846| PID    Reference Object                     Distance      Geod. Az  |
 DL9846|                                                           dddmmss.s |
 DL9846| DL9847 BERNARDS 526                        355.543 METERS 06007     |
 DL9846| DL9845 BERNARDS 524                        APPROX. 1.2 KM 2761841.9 |
 DL9846|---------------------------------------------------------------------|
 DL9846
 DL9846                          SUPERSEDED SURVEY CONTROL
 DL9846
 DL9846  NAD 83(2007)-  40 41 12.06157(N)    074 34 25.25781(W) AD(2002.00) 1
 DL9846  ELLIP H (07/18/10)   62.254  (m)                       GP(2002.00) 4 2
 DL9846
 DL9846.Superseded values are not recommended for survey control.
 DL9846
 DL9846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9846.See file dsdata.pdf to determine how the superseded data were derived.
 DL9846
 DL9846_MARKER: DD = SURVEY DISK
 DL9846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9846_STAMPING: 525
 DL9846_MARK LOGO: BENART
 DL9846_PROJECTION: FLUSH
 DL9846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9846+STABILITY: SURFACE MOTION
 DL9846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9846+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2025
 DL9846
 DL9846  HISTORY     - Date     Condition        Report By
 DL9846  HISTORY     - 20070302 MONUMENTED       B2A
 DL9846  HISTORY     - 20100727 GOOD             B2A
 DL9846  HISTORY     - 20250527 GOOD             AAAS
 DL9846
 DL9846                          STATION DESCRIPTION
 DL9846
 DL9846'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9846'BERNARDS 525 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9846'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTH SIDE OF LAKE ROAD,
 DL9846'BY THE JUNCTION OF LAKE ROAD AND GALLOPING HILL WAY.
 DL9846'
 DL9846'TO REACH THE STATION FROM THE JUNCTION OF MOUNT AIRY ROAD, COUNTY ROAD
 DL9846'525, AND INTERSTATE 287 (EXIT 26 WEST BOUND OR EXIT 26A EAST BOUND),
 DL9846'GO SOUTH ON MOUNT AIRY ROAD, COUNTY ROAD 525, 0.48 KM (0.3 MI) TO THE
 DL9846'JUNCTION OF LAKE ROAD, (ON THE LEFT), TURN ONTO LAKE ROAD AND GO 0.16
 DL9846'KM (0.1 MI) TO THE JUNCTION OF GALLOPING HILL WAY.  THE STATION IS
 DL9846'LOCATED ON THE NORTHWEST SIDE OF LAKE ROAD TO THE RIGHT OF 311 LAKE
 DL9846'ROAD 17.71 M (58.1 FT) NORTHWEST OF A CONCRETE MONUMENT, 10.20 M (33.5
 DL9846'FT) NORTHWEST OF A X CUT IN THE RIM OF A MANHOLE, 9.62 M (31.6 FT)
 DL9846'SOUTHWEST OF POLE NJ 1365 BV, AND 29.74 M (97.6 FT) SOUTHEAST OF THE
 DL9846'CORNER OF A SET OF CONCRETE STEPS TO HOUSE 311.  THE STATION IS FLUSH
 DL9846'WITH THE GROUND.
 DL9846
 DL9846                          STATION RECOVERY (2010)
 DL9846
 DL9846'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9846'RECOVERED IN GOOD CONDITION.
 DL9846
 DL9846                          STATION RECOVERY (2025)
 DL9846
 DL9846'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DL9846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9847 ***********************************************************************
 DL9847  DESIGNATION -  BERNARDS 526
 DL9847  PID         -  DL9847
 DL9847  STATE/COUNTY-  NJ/SOMERSET
 DL9847  COUNTRY     -  US
 DL9847  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9847
 DL9847                         *CURRENT SURVEY CONTROL
 DL9847  ______________________________________________________________________
 DL9847* NAD 83(2011) POSITION- 40 41 17.80439(N) 074 34 12.12969(W)   ADJUSTED
 DL9847* NAD 83(2011) ELLIP HT-    61.265 (meters)        (06/27/12)   ADJUSTED
 DL9847* NAD 83(2011) EPOCH   -  2010.00
 DL9847* NAVD 88 ORTHO HEIGHT -    94.6   (meters)      310.    (feet) GPS OBS
 DL9847  ______________________________________________________________________
 DL9847  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9847  GEOID HEIGHT    -        -33.329 (meters)                     GEOID09
 DL9847  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 DL9847  NAD 83(2011) X  -  1,288,603.611 (meters)                     COMP
 DL9847  NAD 83(2011) Y  - -4,668,707.852 (meters)                     COMP
 DL9847  NAD 83(2011) Z  -  4,136,275.788 (meters)                     COMP
 DL9847  LAPLACE CORR    -          3.03  (seconds)                    DEFLEC18
 DL9847
 DL9847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9847  Standards:
 DL9847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9847  -------------------------------------------------------------------
 DL9847  NETWORK    2.85   7.00           1.24   1.07   3.57      0.15620644
 DL9847  -------------------------------------------------------------------
 DL9847  Click here for local accuracies and other accuracy information.
 DL9847
 DL9847.The horizontal coordinates were established by GPS observations
 DL9847.and adjusted by the National Geodetic Survey in June 2012.
 DL9847
 DL9847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9847.been affixed to the stable North American tectonic plate. See 
 DL9847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9847
 DL9847.The horizontal coordinates are valid at the epoch date displayed above
 DL9847.which is a decimal equivalence of Year/Month/Day.
 DL9847
 DL9847.The orthometric height was determined by GPS observations and a
 DL9847.high-resolution geoid model.
 DL9847
 DL9847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9847.GEOID18 height accuracy estimate available here.
 DL9847
 DL9847.Click photographs - Photos may exist for this station.
 DL9847
 DL9847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9847
 DL9847.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9847
 DL9847.The ellipsoidal height was determined by GPS observations
 DL9847.and is referenced to NAD 83.
 DL9847
 DL9847. The following values were computed from the NAD 83(2011) position.
 DL9847
 DL9847;                    North         East     Units Scale Factor Converg.
 DL9847;SPC NJ       -   205,936.488   144,080.424   MT  0.99990043   -0 02 44.4
 DL9847;SPC NJ       -   675,643.29    472,703.86   sFT  0.99990043   -0 02 44.4
 DL9847;UTM  18      - 4,504,242.884   536,330.506   MT  0.99961625   +0 16 49.1
 DL9847
 DL9847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9847!SPC NJ       -   0.99999039  x   0.99990043  =   0.99989082
 DL9847!UTM  18      -   0.99999039  x   0.99961625  =   0.99960664
 DL9847
 DL9847:                Primary Azimuth Mark                     Grid Az
 DL9847:SPC NJ       -  BERNARDS 528                             133 47 32.5
 DL9847:UTM  18      -  BERNARDS 528                             133 27 59.0
 DL9847
 DL9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3633004242(NAD 83)
 DL9847
 DL9847|---------------------------------------------------------------------|
 DL9847| PID    Reference Object                     Distance      Geod. Az  |
 DL9847|                                                           dddmmss.s |
 DL9847| DL9849 BERNARDS 528                        APPROX. 1.4 KM 1334448.1 |
 DL9847|---------------------------------------------------------------------|
 DL9847
 DL9847                          SUPERSEDED SURVEY CONTROL
 DL9847
 DL9847  NAD 83(2007)-  40 41 17.80461(N)    074 34 12.12943(W) AD(2002.00) 1
 DL9847  ELLIP H (07/18/10)   61.252  (m)                       GP(2002.00) 4 2
 DL9847
 DL9847.Superseded values are not recommended for survey control.
 DL9847
 DL9847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9847.See file dsdata.pdf to determine how the superseded data were derived.
 DL9847
 DL9847_MARKER: DD = SURVEY DISK
 DL9847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9847_STAMPING: 526
 DL9847_MARK LOGO: BENART
 DL9847_PROJECTION: FLUSH
 DL9847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9847+STABILITY: SURFACE MOTION
 DL9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9847+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2025
 DL9847
 DL9847  HISTORY     - Date     Condition        Report By
 DL9847  HISTORY     - 20070302 MONUMENTED       B2A
 DL9847  HISTORY     - 20100727 GOOD             B2A
 DL9847  HISTORY     - 20250527 GOOD             AAAS
 DL9847
 DL9847                          STATION DESCRIPTION
 DL9847
 DL9847'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9847'BERNARDS 526 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9847'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE SOUTH SIDE OF LAKE
 DL9847'ROAD, BETWEEN THE CURB AND THE SIDEWALK.
 DL9847'
 DL9847'TO REACH THE STATION FROM THE JUNCTION OF MOUNT AIRY ROAD, COUNTY ROAD
 DL9847'525, AND INTERSTATE 287 (EXIT 26 WEST BOUND OR EXIT 26A EAST BOUND),
 DL9847'GO SOUTH ON MOUNT AIRY ROAD, COUNTY ROAD 525, 0.48 KM (0.3 MI) TO THE
 DL9847'JUNCTION OF LAKE ROAD, (ON THE LEFT), TURN ONTO LAKE ROAD AND GO 0.16
 DL9847'KM (0.1 MI) TO THE JUNCTION OF DAWN DRIVE.  THE STATION IS LOCATED
 DL9847'SOUTHEAST OF THE JUNCTION ACROSS FROM 271 LAKE ROAD 77.72 M (255.0 FT)
 DL9847'EAST OF THE DAWN DRIVE EDGE OF PAVEMENT, 8.59 M (28.2 FT) SOUTHEAST OF
 DL9847'THE NORTHEAST CORNER OF THE TOP PIECE OF A TYPE B INLET, 3.59 M (11.8
 DL9847'FT) NORTHWEST OF A PK NAIL AT A JOINT OF THE NORTH EDGE OF THE
 DL9847'SIDEWALK, 2.26 M (7.4 FT) NORTHEAST OF A PK NAIL AT A JOINT OF THE
 DL9847'SOUTH EDGE OF THE SIDEWALK, AND 13.32 M (43.7 FT) NORTHWEST OF A 30
 DL9847'INCH (76 CM) SYCAMORE TREE.  THE STATION IS FLUSH WITH THE GROUND.
 DL9847
 DL9847                          STATION RECOVERY (2010)
 DL9847
 DL9847'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9847'RECOVERED IN GOOD CONDITION.
 DL9847
 DL9847                          STATION RECOVERY (2025)
 DL9847
 DL9847'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DL9847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9848 ***********************************************************************
 DL9848  DESIGNATION -  BERNARDS 527
 DL9848  PID         -  DL9848
 DL9848  STATE/COUNTY-  NJ/SOMERSET
 DL9848  COUNTRY     -  US
 DL9848  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9848
 DL9848                         *CURRENT SURVEY CONTROL
 DL9848  ______________________________________________________________________
 DL9848* NAD 83(2011) POSITION- 40 40 31.25358(N) 074 33 22.94649(W)   ADJUSTED
 DL9848* NAD 83(2011) ELLIP HT-    68.752 (meters)        (06/27/12)   ADJUSTED
 DL9848* NAD 83(2011) EPOCH   -  2010.00
 DL9848* NAVD 88 ORTHO HEIGHT -   102.0   (meters)      335.    (feet) GPS OBS
 DL9848  ______________________________________________________________________
 DL9848  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9848  GEOID HEIGHT    -        -33.259 (meters)                     GEOID09
 DL9848  GEOID HEIGHT    -        -33.114 (meters)                     GEOID18
 DL9848  NAD 83(2011) X  -  1,289,967.582 (meters)                     COMP
 DL9848  NAD 83(2011) Y  - -4,669,308.166 (meters)                     COMP
 DL9848  NAD 83(2011) Z  -  4,135,191.729 (meters)                     COMP
 DL9848  LAPLACE CORR    -          3.15  (seconds)                    DEFLEC18
 DL9848
 DL9848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9848  Standards:
 DL9848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9848  -------------------------------------------------------------------
 DL9848  NETWORK    3.45   6.13           1.63   1.07   3.13      0.05198150
 DL9848  -------------------------------------------------------------------
 DL9848  Click here for local accuracies and other accuracy information.
 DL9848
 DL9848.The horizontal coordinates were established by GPS observations
 DL9848.and adjusted by the National Geodetic Survey in June 2012.
 DL9848
 DL9848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9848.been affixed to the stable North American tectonic plate. See 
 DL9848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9848
 DL9848.The horizontal coordinates are valid at the epoch date displayed above
 DL9848.which is a decimal equivalence of Year/Month/Day.
 DL9848
 DL9848.The orthometric height was determined by GPS observations and a
 DL9848.high-resolution geoid model.
 DL9848
 DL9848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9848.GEOID18 height accuracy estimate available here.
 DL9848
 DL9848.Click photographs - Photos may exist for this station.
 DL9848
 DL9848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9848
 DL9848.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9848
 DL9848.The ellipsoidal height was determined by GPS observations
 DL9848.and is referenced to NAD 83.
 DL9848
 DL9848. The following values were computed from the NAD 83(2011) position.
 DL9848
 DL9848;                    North         East     Units Scale Factor Converg.
 DL9848;SPC NJ       -   204,499.867   145,234.241   MT  0.99990028   -0 02 12.3
 DL9848;SPC NJ       -   670,929.98    476,489.34   sFT  0.99990028   -0 02 12.3
 DL9848;UTM  18      - 4,502,813.255   537,492.147   MT  0.99961730   +0 17 20.9
 DL9848
 DL9848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9848!SPC NJ       -   0.99998922  x   0.99990028  =   0.99988950
 DL9848!UTM  18      -   0.99998922  x   0.99961730  =   0.99960652
 DL9848
 DL9848:                Primary Azimuth Mark                     Grid Az
 DL9848:SPC NJ       -  BERNARDS 502                             111 14 43.0
 DL9848:UTM  18      -  BERNARDS 502                             110 55 09.8
 DL9848
 DL9848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3749202813(NAD 83)
 DL9848
 DL9848|---------------------------------------------------------------------|
 DL9848| PID    Reference Object                     Distance      Geod. Az  |
 DL9848|                                                           dddmmss.s |
 DL9848| DL9832 BERNARDS 502                        APPROX. 1.4 KM 1111230.7 |
 DL9848|---------------------------------------------------------------------|
 DL9848
 DL9848                          SUPERSEDED SURVEY CONTROL
 DL9848
 DL9848  NAD 83(2007)-  40 40 31.25384(N)    074 33 22.94614(W) AD(2002.00) 1
 DL9848  ELLIP H (07/18/10)   68.735  (m)                       GP(2002.00) 4 2
 DL9848
 DL9848.Superseded values are not recommended for survey control.
 DL9848
 DL9848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9848.See file dsdata.pdf to determine how the superseded data were derived.
 DL9848
 DL9848_MARKER: DD = SURVEY DISK
 DL9848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9848_STAMPING: 527
 DL9848_MARK LOGO: BENART
 DL9848_PROJECTION: FLUSH
 DL9848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9848+STABILITY: SURFACE MOTION
 DL9848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9848+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9848
 DL9848  HISTORY     - Date     Condition        Report By
 DL9848  HISTORY     - 20070302 MONUMENTED       B2A
 DL9848  HISTORY     - 20100727 GOOD             B2A
 DL9848
 DL9848                          STATION DESCRIPTION
 DL9848
 DL9848'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9848'BERNARDS 527 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9848'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHEAST SIDE OF
 DL9848'KNOLLCROFT ROAD, BY THE JUNCTION OF KNOLLCROFT ROAD AND PENWOOD ROAD.
 DL9848'TO REACH THE STATION FROM THE JUNCTION OF STONEHOUSE ROAD, COUNTY ROAD
 DL9848'613, AND S. FINLEY AVENUE, COUNTY ROAD 640, 0.32 KM (0.2 MI) AND
 DL9848'CONTINUE ON LYONS ROAD, COUNTY ROAD 640, 0.64 KM (0.4 MI) TO
 DL9848'KNOLLCROFT ROAD (ON THE LEFT), TURN LEFT ONTO KNOLLCROFT ROAD AND GO
 DL9848'0.48 KM (0.3 MI) TO THE JUNCTION OF PENWOOD ROAD, ON THE LEFT.  THE
 DL9848'STATION IS LOCATED ON THE EAST SIDE OF KNOLLCROFT ROAD BETWEEN THE
 DL9848'DRIVEWAYS FOR 60 KNOLLCROFT ROAD AND 64 KNOLLCROFT ROAD 14.31 M (46.9
 DL9848'FT) NORTHEAST OF POLE BV2047, 1.42 M (4.7 FT) NORTHEAST OF POLE BV
 DL9848'2047 SOUTH, AND 4.24 M (13.9 FT) SOUTHEAST OF A PK NAIL IN THE CURB AT
 DL9848'THE ENTRANCE OF THE DRIVEWAY OF HOUSE 60.  THE STATION IS FLUSH WITH
 DL9848'THE GROUND.
 DL9848
 DL9848                          STATION RECOVERY (2010)
 DL9848
 DL9848'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9849 ***********************************************************************
 DL9849  DESIGNATION -  BERNARDS 528
 DL9849  PID         -  DL9849
 DL9849  STATE/COUNTY-  NJ/SOMERSET
 DL9849  COUNTRY     -  US
 DL9849  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9849
 DL9849                         *CURRENT SURVEY CONTROL
 DL9849  ______________________________________________________________________
 DL9849* NAD 83(2011) POSITION- 40 40 45.63249(N) 074 33 27.98379(W)   ADJUSTED
 DL9849* NAD 83(2011) ELLIP HT-    52.379 (meters)        (06/27/12)   ADJUSTED
 DL9849* NAD 83(2011) EPOCH   -  2010.00
 DL9849* NAVD 88 ORTHO HEIGHT -    85.6   (meters)      281.    (feet) GPS OBS
 DL9849  ______________________________________________________________________
 DL9849  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9849  GEOID HEIGHT    -        -33.274 (meters)                     GEOID09
 DL9849  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 DL9849  NAD 83(2011) X  -  1,289,773.266 (meters)                     COMP
 DL9849  NAD 83(2011) Y  - -4,669,049.033 (meters)                     COMP
 DL9849  NAD 83(2011) Z  -  4,135,517.438 (meters)                     COMP
 DL9849  LAPLACE CORR    -          3.13  (seconds)                    DEFLEC18
 DL9849
 DL9849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9849  Standards:
 DL9849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9849  -------------------------------------------------------------------
 DL9849  NETWORK    2.95   5.33           1.38   0.95   2.72     -0.08193221
 DL9849  -------------------------------------------------------------------
 DL9849  Click here for local accuracies and other accuracy information.
 DL9849
 DL9849.The horizontal coordinates were established by GPS observations
 DL9849.and adjusted by the National Geodetic Survey in June 2012.
 DL9849
 DL9849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9849.been affixed to the stable North American tectonic plate. See 
 DL9849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9849
 DL9849.The horizontal coordinates are valid at the epoch date displayed above
 DL9849.which is a decimal equivalence of Year/Month/Day.
 DL9849
 DL9849.The orthometric height was determined by GPS observations and a
 DL9849.high-resolution geoid model.
 DL9849
 DL9849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9849.GEOID18 height accuracy estimate available here.
 DL9849
 DL9849.Click photographs - Photos may exist for this station.
 DL9849
 DL9849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9849
 DL9849.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9849
 DL9849.The ellipsoidal height was determined by GPS observations
 DL9849.and is referenced to NAD 83.
 DL9849
 DL9849. The following values were computed from the NAD 83(2011) position.
 DL9849
 DL9849;                    North         East     Units Scale Factor Converg.
 DL9849;SPC NJ       -   204,943.439   145,116.243   MT  0.99990029   -0 02 15.6
 DL9849;SPC NJ       -   672,385.27    476,102.21   sFT  0.99990029   -0 02 15.6
 DL9849;UTM  18      - 4,503,256.024   537,371.662   MT  0.99961719   +0 17 17.7
 DL9849
 DL9849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9849!SPC NJ       -   0.99999178  x   0.99990029  =   0.99989207
 DL9849!UTM  18      -   0.99999178  x   0.99961719  =   0.99960898
 DL9849
 DL9849:                Primary Azimuth Mark                     Grid Az
 DL9849:SPC NJ       -  BERNARDS 529                             025 28 08.3
 DL9849:UTM  18      -  BERNARDS 529                             025 08 35.0
 DL9849
 DL9849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3737103256(NAD 83)
 DL9849
 DL9849|---------------------------------------------------------------------|
 DL9849| PID    Reference Object                     Distance      Geod. Az  |
 DL9849|                                                           dddmmss.s |
 DL9849| DL9850 BERNARDS 529                        APPROX. 1.6 KM 0252552.7 |
 DL9849| DL9848 BERNARDS 527                        459.045 METERS 1650356.1 |
 DL9849|---------------------------------------------------------------------|
 DL9849
 DL9849                          SUPERSEDED SURVEY CONTROL
 DL9849
 DL9849  NAD 83(2007)-  40 40 45.63270(N)    074 33 27.98349(W) AD(2002.00) 1
 DL9849  ELLIP H (07/18/10)   52.364  (m)                       GP(2002.00) 4 2
 DL9849
 DL9849.Superseded values are not recommended for survey control.
 DL9849
 DL9849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9849.See file dsdata.pdf to determine how the superseded data were derived.
 DL9849
 DL9849_MARKER: DD = SURVEY DISK
 DL9849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9849_STAMPING: 528
 DL9849_MARK LOGO: BENART
 DL9849_PROJECTION: FLUSH
 DL9849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9849+STABILITY: SURFACE MOTION
 DL9849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9849+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9849
 DL9849  HISTORY     - Date     Condition        Report By
 DL9849  HISTORY     - 20070302 MONUMENTED       B2A
 DL9849  HISTORY     - 20100727 GOOD             B2A
 DL9849
 DL9849                          STATION DESCRIPTION
 DL9849
 DL9849'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9849'BERNARDS 528 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9849'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE SOUTHWEST CORNER
 DL9849'OF THE JUNCTION OF LYONS ROAD (CR-640) AND KNOLLCROFT ROAD, BETWEEN
 DL9849'THE CURB AND THE SIDEWALK.
 DL9849'
 DL9849'TO REACH THE STATION FROM THE JUNCTION OF STONEHOUSE ROAD, COUNTY ROAD
 DL9849'613, AND S. FINLEY AVENUE, COUNTY ROAD 640, 0.32 KM (0.2 MI) AND
 DL9849'CONTINUE ON LYONS ROAD, COUNTY ROAD 640, 0.64 KM (0.4 MI) TO
 DL9849'KNOLLCROFT ROAD (ON THE LEFT).  THE STATION IS LOCATED ON THE
 DL9849'SOUTHWEST CORNER OF THE JUNCTION OF LYONS ROAD, COUNTY ROAD 640, AND
 DL9849'KNOLLCROFT ROAD 15.35 M (50.4 FT) SOUTHWEST OF A PK NAIL AT A CURB
 DL9849'JOINT, 6.75 M (22.1 FT) NORTHEAST OF AN 18 INCH (46 CM) OAK, 7.44 M
 DL9849'(24.4 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE TOP PIECE OF A TYPE
 DL9849'B INLET, AND 23.06 M (75.7 FT) NORTHWEST OF POLE BV 2038.  THE STATION
 DL9849'IS FLUSH WITH THE GROUND.
 DL9849
 DL9849                          STATION RECOVERY (2010)
 DL9849
 DL9849'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9850 ***********************************************************************
 DL9850  DESIGNATION -  BERNARDS 529
 DL9850  PID         -  DL9850
 DL9850  STATE/COUNTY-  NJ/SOMERSET
 DL9850  COUNTRY     -  US
 DL9850  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9850
 DL9850                         *CURRENT SURVEY CONTROL
 DL9850  ______________________________________________________________________
 DL9850* NAD 83(2011) POSITION- 40 41 31.77257(N) 074 32 59.15906(W)   ADJUSTED
 DL9850* NAD 83(2011) ELLIP HT-    78.325 (meters)        (06/27/12)   ADJUSTED
 DL9850* NAD 83(2011) EPOCH   -  2010.00
 DL9850* NAVD 88 ORTHO HEIGHT -   111.6   (meters)      366.    (feet) GPS OBS
 DL9850  ______________________________________________________________________
 DL9850  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9850  GEOID HEIGHT    -        -33.285 (meters)                     GEOID09
 DL9850  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 DL9850  NAD 83(2011) X  -  1,290,183.796 (meters)                     COMP
 DL9850  NAD 83(2011) Y  - -4,667,993.391 (meters)                     COMP
 DL9850  NAD 83(2011) Z  -  4,136,613.621 (meters)                     COMP
 DL9850  LAPLACE CORR    -          2.67  (seconds)                    DEFLEC18
 DL9850
 DL9850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9850  Standards:
 DL9850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9850  -------------------------------------------------------------------
 DL9850  NETWORK    2.58   4.31           1.21   0.80   2.20     -0.16998881
 DL9850  -------------------------------------------------------------------
 DL9850  Click here for local accuracies and other accuracy information.
 DL9850
 DL9850.The horizontal coordinates were established by GPS observations
 DL9850.and adjusted by the National Geodetic Survey in June 2012.
 DL9850
 DL9850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9850.been affixed to the stable North American tectonic plate. See 
 DL9850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9850
 DL9850.The horizontal coordinates are valid at the epoch date displayed above
 DL9850.which is a decimal equivalence of Year/Month/Day.
 DL9850
 DL9850.The orthometric height was determined by GPS observations and a
 DL9850.high-resolution geoid model.
 DL9850
 DL9850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9850.GEOID18 height accuracy estimate available here.
 DL9850
 DL9850.Click photographs - Photos may exist for this station.
 DL9850
 DL9850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9850
 DL9850.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9850
 DL9850.The ellipsoidal height was determined by GPS observations
 DL9850.and is referenced to NAD 83.
 DL9850
 DL9850. The following values were computed from the NAD 83(2011) position.
 DL9850
 DL9850;                    North         East     Units Scale Factor Converg.
 DL9850;SPC NJ       -   206,366.149   145,793.894   MT  0.99990022   -0 01 56.8
 DL9850;SPC NJ       -   677,052.94    478,325.47   sFT  0.99990022   -0 01 56.8
 DL9850;UTM  18      - 4,504,682.162   538,041.019   MT  0.99961781   +0 17 36.8
 DL9850
 DL9850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9850!SPC NJ       -   0.99998771  x   0.99990022  =   0.99988793
 DL9850!UTM  18      -   0.99998771  x   0.99961781  =   0.99960553
 DL9850
 DL9850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3804104682(NAD 83)
 DL9850
 DL9850|---------------------------------------------------------------------|
 DL9850| PID    Reference Object                     Distance      Geod. Az  |
 DL9850|                                                           dddmmss.s |
 DL9850| DL9851 BERNARDS 530                        309.724 METERS 00843     |
 DL9850|---------------------------------------------------------------------|
 DL9850
 DL9850                          SUPERSEDED SURVEY CONTROL
 DL9850
 DL9850  NAD 83(2007)-  40 41 31.77276(N)    074 32 59.15882(W) AD(2002.00) 1
 DL9850  ELLIP H (07/18/10)   78.303  (m)                       GP(2002.00) 4 2
 DL9850
 DL9850.Superseded values are not recommended for survey control.
 DL9850
 DL9850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9850.See file dsdata.pdf to determine how the superseded data were derived.
 DL9850
 DL9850_MARKER: DD = SURVEY DISK
 DL9850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9850_STAMPING: 529
 DL9850_MARK LOGO: BENART
 DL9850_PROJECTION: FLUSH
 DL9850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9850+STABILITY: SURFACE MOTION
 DL9850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9850+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9850
 DL9850  HISTORY     - Date     Condition        Report By
 DL9850  HISTORY     - 20070302 MONUMENTED       B2A
 DL9850  HISTORY     - 20100727 GOOD             B2A
 DL9850
 DL9850                          STATION DESCRIPTION
 DL9850
 DL9850'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9850'BERNARDS 529 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9850'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE SOUTHEAST SIDE OF SOUTH
 DL9850'FINLEY AVENUE, (CR-613).
 DL9850'
 DL9850'TO REACH THE STATION FROM THE JUNCTION OF W. OAK STREET, COUNTY ROAD
 DL9850'624, AND S. FINLEY AVENUE, COUNTY ROAD 613, GO SOUTH ON S. FINLEY
 DL9850'AVENUE, COUNTY ROAD 613, 1.61 KM (1.0 MI) TO 310 S. FINLEY AVENUE.
 DL9850'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF S. FINLEY AVENUE IN
 DL9850'FRONT OF A SINGLE FAMILY DWELLING 2.13 M (7.0 FT) SOUTHEAST OF A PK
 DL9850'NAIL IN THE PAVEMENT, 17.28 M (56.7 FT) NORTHEAST OF A 24 INCH (61 CM)
 DL9850'MAPLE, AND 7.92 M (26.0 FT) SOUTHWEST OF A MAIL BOX.  THE STATION IS
 DL9850'FLUSH WITH THE GROUND.
 DL9850
 DL9850                          STATION RECOVERY (2010)
 DL9850
 DL9850'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9851 ***********************************************************************
 DL9851  DESIGNATION -  BERNARDS 530
 DL9851  PID         -  DL9851
 DL9851  STATE/COUNTY-  NJ/SOMERSET
 DL9851  COUNTRY     -  US
 DL9851  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9851
 DL9851                         *CURRENT SURVEY CONTROL
 DL9851  ______________________________________________________________________
 DL9851* NAD 83(2011) POSITION- 40 41 41.69755(N) 074 32 57.16148(W)   ADJUSTED
 DL9851* NAD 83(2011) ELLIP HT-    80.987 (meters)        (06/27/12)   ADJUSTED
 DL9851* NAD 83(2011) EPOCH   -  2010.00
 DL9851* NAVD 88 ORTHO HEIGHT -   114.3   (meters)      375.    (feet) GPS OBS
 DL9851  ______________________________________________________________________
 DL9851  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9851  GEOID HEIGHT    -        -33.290 (meters)                     GEOID09
 DL9851  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 DL9851  NAD 83(2011) X  -  1,290,176.361 (meters)                     COMP
 DL9851  NAD 83(2011) Y  - -4,667,790.437 (meters)                     COMP
 DL9851  NAD 83(2011) Z  -  4,136,847.487 (meters)                     COMP
 DL9851  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 DL9851
 DL9851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9851  Standards:
 DL9851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9851  -------------------------------------------------------------------
 DL9851  NETWORK    2.31   3.70           1.04   0.82   1.89      0.05822270
 DL9851  -------------------------------------------------------------------
 DL9851  Click here for local accuracies and other accuracy information.
 DL9851
 DL9851.The horizontal coordinates were established by GPS observations
 DL9851.and adjusted by the National Geodetic Survey in June 2012.
 DL9851
 DL9851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9851.been affixed to the stable North American tectonic plate. See 
 DL9851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9851
 DL9851.The horizontal coordinates are valid at the epoch date displayed above
 DL9851.which is a decimal equivalence of Year/Month/Day.
 DL9851
 DL9851.The orthometric height was determined by GPS observations and a
 DL9851.high-resolution geoid model.
 DL9851
 DL9851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9851.GEOID18 height accuracy estimate available here.
 DL9851
 DL9851.Click photographs - Photos may exist for this station.
 DL9851
 DL9851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9851
 DL9851.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9851
 DL9851.The ellipsoidal height was determined by GPS observations
 DL9851.and is referenced to NAD 83.
 DL9851
 DL9851. The following values were computed from the NAD 83(2011) position.
 DL9851
 DL9851;                    North         East     Units Scale Factor Converg.
 DL9851;SPC NJ       -   206,672.244   145,840.963   MT  0.99990021   -0 01 55.5
 DL9851;SPC NJ       -   678,057.19    478,479.89   sFT  0.99990021   -0 01 55.5
 DL9851;UTM  18      - 4,504,988.434   538,086.333   MT  0.99961785   +0 17 38.2
 DL9851
 DL9851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9851!SPC NJ       -   0.99998730  x   0.99990021  =   0.99988751
 DL9851!UTM  18      -   0.99998730  x   0.99961785  =   0.99960515
 DL9851
 DL9851:                Primary Azimuth Mark                     Grid Az
 DL9851:SPC NJ       -  BERNARDS 531                             048 18 12.6
 DL9851:UTM  18      -  BERNARDS 531                             047 58 38.9
 DL9851
 DL9851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3808604988(NAD 83)
 DL9851
 DL9851|---------------------------------------------------------------------|
 DL9851| PID    Reference Object                     Distance      Geod. Az  |
 DL9851|                                                           dddmmss.s |
 DL9851| DL9852 BERNARDS 531                        APPROX. 0.6 KM 0481617.1 |
 DL9851|---------------------------------------------------------------------|
 DL9851
 DL9851                          SUPERSEDED SURVEY CONTROL
 DL9851
 DL9851  NAD 83(2007)-  40 41 41.69780(N)    074 32 57.16121(W) AD(2002.00) 1
 DL9851  ELLIP H (07/18/10)   80.967  (m)                       GP(2002.00) 4 2
 DL9851
 DL9851.Superseded values are not recommended for survey control.
 DL9851
 DL9851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9851.See file dsdata.pdf to determine how the superseded data were derived.
 DL9851
 DL9851_MARKER: DD = SURVEY DISK
 DL9851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9851_STAMPING: 530
 DL9851_MARK LOGO: BENART
 DL9851_PROJECTION: FLUSH
 DL9851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9851+STABILITY: SURFACE MOTION
 DL9851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9851+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9851
 DL9851  HISTORY     - Date     Condition        Report By
 DL9851  HISTORY     - 20070302 MONUMENTED       B2A
 DL9851  HISTORY     - 20100727 GOOD             B2A
 DL9851
 DL9851                          STATION DESCRIPTION
 DL9851
 DL9851'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9851'BERNARDS 530 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9851'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE SOUTHEAST SIDE OF
 DL9851'SOUTH FINELY AVENUE (CR-613), ACROSS FROM THE ENTRANCE TO RIDGE HIGH
 DL9851'SCHOOL.
 DL9851'
 DL9851'TO REACH THE STATION FROM THE JUNCTION OF W. OAK STREET, COUNTY ROAD
 DL9851'624, AND S. FINLEY AVENUE, COUNTY ROAD 613, GO SOUTH ON S. FINLEY
 DL9851'AVENUE, COUNTY ROAD 613, 1.45 KM (0.9 MI) TO THE ENTRANCE ROAD TO
 DL9851'RIDGE HIGH SCHOOL.  THE STATION IS LOCATED ACROSS FROM THE ENTRANCE
 DL9851'ROAD TO RIDGE HIGH SCHOOL ON THE SOUTHEAST SIDE OF S. FINLEY AVENUE,
 DL9851'COUNTY ROAD 613, 4.86 M (15.9 FT) NORTHEAST OF A TRAFFIC SIGN, 2.23 M
 DL9851'(7.3 FT) NORTHWEST OF A X CUT IN THE CONCRETE SIDEWALK, AND 3.62 M
 DL9851'(11.9 FT) SOUTHWEST OF A 3 INCH (8 CM) MAPLE.  THE STATION IS FLUSH
 DL9851'WITH THE GROUND.
 DL9851
 DL9851                          STATION RECOVERY (2010)
 DL9851
 DL9851'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9852 ***********************************************************************
 DL9852  DESIGNATION -  BERNARDS 531
 DL9852  PID         -  DL9852
 DL9852  STATE/COUNTY-  NJ/SOMERSET
 DL9852  COUNTRY     -  US
 DL9852  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9852
 DL9852                         *CURRENT SURVEY CONTROL
 DL9852  ______________________________________________________________________
 DL9852* NAD 83(2011) POSITION- 40 41 54.95953(N) 074 32 37.62300(W)   ADJUSTED
 DL9852* NAD 83(2011) ELLIP HT-    62.022 (meters)        (06/27/12)   ADJUSTED
 DL9852* NAD 83(2011) EPOCH   -  2010.00
 DL9852* NAVD 88 ORTHO HEIGHT -    95.3   (meters)      313.    (feet) GPS OBS
 DL9852  ______________________________________________________________________
 DL9852  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9852  GEOID HEIGHT    -        -33.284 (meters)                     GEOID09
 DL9852  GEOID HEIGHT    -        -33.062 (meters)                     GEOID18
 DL9852  NAD 83(2011) X  -  1,290,543.591 (meters)                     COMP
 DL9852  NAD 83(2011) Y  - -4,667,397.242 (meters)                     COMP
 DL9852  NAD 83(2011) Z  -  4,137,145.283 (meters)                     COMP
 DL9852  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 DL9852
 DL9852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9852  Standards:
 DL9852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9852  -------------------------------------------------------------------
 DL9852  NETWORK    1.94   3.37           0.89   0.66   1.72      0.03977810
 DL9852  -------------------------------------------------------------------
 DL9852  Click here for local accuracies and other accuracy information.
 DL9852
 DL9852.The horizontal coordinates were established by GPS observations
 DL9852.and adjusted by the National Geodetic Survey in June 2012.
 DL9852
 DL9852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9852.been affixed to the stable North American tectonic plate. See 
 DL9852.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9852
 DL9852.The horizontal coordinates are valid at the epoch date displayed above
 DL9852.which is a decimal equivalence of Year/Month/Day.
 DL9852
 DL9852.The orthometric height was determined by GPS observations and a
 DL9852.high-resolution geoid model.
 DL9852
 DL9852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9852.GEOID18 height accuracy estimate available here.
 DL9852
 DL9852.Click photographs - Photos may exist for this station.
 DL9852
 DL9852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9852
 DL9852.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9852
 DL9852.The ellipsoidal height was determined by GPS observations
 DL9852.and is referenced to NAD 83.
 DL9852
 DL9852. The following values were computed from the NAD 83(2011) position.
 DL9852
 DL9852;                    North         East     Units Scale Factor Converg.
 DL9852;SPC NJ       -   207,081.049   146,299.851   MT  0.99990017   -0 01 42.8
 DL9852;SPC NJ       -   679,398.41    479,985.43   sFT  0.99990017   -0 01 42.8
 DL9852;UTM  18      - 4,505,399.727   538,542.759   MT  0.99961828   +0 17 51.0
 DL9852
 DL9852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9852!SPC NJ       -   0.99999027  x   0.99990017  =   0.99989044
 DL9852!UTM  18      -   0.99999027  x   0.99961828  =   0.99960855
 DL9852
 DL9852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3854205399(NAD 83)
 DL9852
 DL9852|---------------------------------------------------------------------|
 DL9852| PID    Reference Object                     Distance      Geod. Az  |
 DL9852|                                                           dddmmss.s |
 DL9852| DL9853 BERNARDS 532                        394.771 METERS 33726     |
 DL9852|---------------------------------------------------------------------|
 DL9852
 DL9852                          SUPERSEDED SURVEY CONTROL
 DL9852
 DL9852  NAD 83(2007)-  40 41 54.95973(N)    074 32 37.62277(W) AD(2002.00) 1
 DL9852  ELLIP H (07/18/10)   62.006  (m)                       GP(2002.00) 4 2
 DL9852
 DL9852.Superseded values are not recommended for survey control.
 DL9852
 DL9852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9852.See file dsdata.pdf to determine how the superseded data were derived.
 DL9852
 DL9852_MARKER: DD = SURVEY DISK
 DL9852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9852_STAMPING: 531
 DL9852_MARK LOGO: BENART
 DL9852_PROJECTION: FLUSH
 DL9852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9852+STABILITY: SURFACE MOTION
 DL9852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9852+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9852
 DL9852  HISTORY     - Date     Condition        Report By
 DL9852  HISTORY     - 20070302 MONUMENTED       B2A
 DL9852  HISTORY     - 20100727 GOOD             B2A
 DL9852
 DL9852                          STATION DESCRIPTION
 DL9852
 DL9852'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9852'BERNARDS 531 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9852'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHWEST CORNER OF THE
 DL9852'JUNCTION OF SOUTH MAPLE AVENUE (CR-657) AND COLLYER LANE, BETWEEN THE
 DL9852'CURB AND THE SIDEWALK.
 DL9852'
 DL9852'TO REACH THE STATION FROM W. OAK STREET, COUNTY ROAD 624, AND S.
 DL9852'FINLEY AVENUE, COUNTY ROAD 613, GO EAST ON E. OAK ROAD TO S. MAPLE
 DL9852'AVENUE AND TURN LEFT AND GO 0.97 KM (0.6 MI) TO THE JUNCTION OF
 DL9852'COLLYER LANE.  THE STATION IS LOCATED ON THE NORTHWEST CORNER, 10.59 M
 DL9852'(34.7 FT) NORTHEAST OF AN X CUT IN THE RIM OF A MANHOLE COVER, 27.16 M
 DL9852'(89.1 FT) SOUTHEAST OF A 30 INCH (76 CM) MULTI TRUNK WILLOW, AND 16.22
 DL9852'M (53.2 FT) SOUTHEAST OF A 16 INCH (41 CM) TREE.  THE STATION IS FLUSH
 DL9852'WITH THE GROUND.
 DL9852
 DL9852                          STATION RECOVERY (2010)
 DL9852
 DL9852'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9853 ***********************************************************************
 DL9853  DESIGNATION -  BERNARDS 532
 DL9853  PID         -  DL9853
 DL9853  STATE/COUNTY-  NJ/SOMERSET
 DL9853  COUNTRY     -  US
 DL9853  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9853
 DL9853                         *CURRENT SURVEY CONTROL
 DL9853  ______________________________________________________________________
 DL9853* NAD 83(2011) POSITION- 40 42 06.77696(N) 074 32 44.07775(W)   ADJUSTED
 DL9853* NAD 83(2011) ELLIP HT-    67.749 (meters)        (06/27/12)   ADJUSTED
 DL9853* NAD 83(2011) EPOCH   -  2010.00
 DL9853* NAVD 88 ORTHO HEIGHT -   101.0   (meters)      331.    (feet) GPS OBS
 DL9853  ______________________________________________________________________
 DL9853  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9853  GEOID HEIGHT    -        -33.296 (meters)                     GEOID09
 DL9853  GEOID HEIGHT    -        -33.059 (meters)                     GEOID18
 DL9853  NAD 83(2011) X  -  1,290,335.344 (meters)                     COMP
 DL9853  NAD 83(2011) Y  - -4,667,212.693 (meters)                     COMP
 DL9853  NAD 83(2011) Z  -  4,137,425.381 (meters)                     COMP
 DL9853  LAPLACE CORR    -          2.27  (seconds)                    DEFLEC18
 DL9853
 DL9853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9853  Standards:
 DL9853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9853  -------------------------------------------------------------------
 DL9853  NETWORK    1.89   3.21           0.86   0.66   1.64      0.04694085
 DL9853  -------------------------------------------------------------------
 DL9853  Click here for local accuracies and other accuracy information.
 DL9853
 DL9853.The horizontal coordinates were established by GPS observations
 DL9853.and adjusted by the National Geodetic Survey in June 2012.
 DL9853
 DL9853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9853.been affixed to the stable North American tectonic plate. See 
 DL9853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9853
 DL9853.The horizontal coordinates are valid at the epoch date displayed above
 DL9853.which is a decimal equivalence of Year/Month/Day.
 DL9853
 DL9853.The orthometric height was determined by GPS observations and a
 DL9853.high-resolution geoid model.
 DL9853
 DL9853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9853.GEOID18 height accuracy estimate available here.
 DL9853
 DL9853.Click photographs - Photos may exist for this station.
 DL9853
 DL9853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9853
 DL9853.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9853
 DL9853.The ellipsoidal height was determined by GPS observations
 DL9853.and is referenced to NAD 83.
 DL9853
 DL9853. The following values were computed from the NAD 83(2011) position.
 DL9853
 DL9853;                    North         East     Units Scale Factor Converg.
 DL9853;SPC NJ       -   207,445.618   146,148.517   MT  0.99990018   -0 01 47.0
 DL9853;SPC NJ       -   680,594.50    479,488.93   sFT  0.99990018   -0 01 47.0
 DL9853;UTM  18      - 4,505,763.326   538,389.396   MT  0.99961814   +0 17 46.8
 DL9853
 DL9853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9853!SPC NJ       -   0.99998937  x   0.99990018  =   0.99988955
 DL9853!UTM  18      -   0.99998937  x   0.99961814  =   0.99960752
 DL9853
 DL9853:                Primary Azimuth Mark                     Grid Az
 DL9853:SPC NJ       -  BERNARDS 330                             297 16 47.0
 DL9853:UTM  18      -  BERNARDS 330                             296 57 13.2
 DL9853
 DL9853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3838905763(NAD 83)
 DL9853
 DL9853|---------------------------------------------------------------------|
 DL9853| PID    Reference Object                     Distance      Geod. Az  |
 DL9853|                                                           dddmmss.s |
 DL9853| DL9824 BERNARDS 330                        APPROX. 1.0 KM 2971500.0 |
 DL9853|---------------------------------------------------------------------|
 DL9853
 DL9853                          SUPERSEDED SURVEY CONTROL
 DL9853
 DL9853  NAD 83(2007)-  40 42 06.77724(N)    074 32 44.07749(W) AD(2002.00) 1
 DL9853  ELLIP H (07/18/10)   67.745  (m)                       GP(2002.00) 4 2
 DL9853
 DL9853.Superseded values are not recommended for survey control.
 DL9853
 DL9853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9853.See file dsdata.pdf to determine how the superseded data were derived.
 DL9853
 DL9853_MARKER: DD = SURVEY DISK
 DL9853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9853_STAMPING: 532
 DL9853_MARK LOGO: BENART
 DL9853_PROJECTION: FLUSH
 DL9853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9853+STABILITY: SURFACE MOTION
 DL9853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9853+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 DL9853
 DL9853  HISTORY     - Date     Condition        Report By
 DL9853  HISTORY     - 20070302 MONUMENTED       B2A
 DL9853  HISTORY     - 20100727 GOOD             B2A
 DL9853
 DL9853                          STATION DESCRIPTION
 DL9853
 DL9853'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9853'BERNARDS 532 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9853'STATION IS LOCATED IN THE BERNARDS TOWNSHIP, ON THE NORTHEAST CORNER
 DL9853'OF THE JUNCTION OF SOUTH MAPLE AVENUE (CR-657) AND JUNIPER WAY,
 DL9853'BETWEEN THE CURB AND THE SIDEWALK.
 DL9853'
 DL9853'TO REACH THE STATION FROM W. OAK STREET, COUNTY ROAD 624, AND S.
 DL9853'FINLEY AVENUE, COUNTY ROAD 613, GO EAST ON E. OAK ROAD TO S. MAPLE
 DL9853'AVENUE AND TURN LEFT AND GO 1.61 KM (0..4 MI) TO THE JUNCTION OF
 DL9853'JUNIPER WAY.  THE STATION IS LOCATED 9.34 M (30.6 FT) NORTHWEST OF
 DL9853'POLE 70239 BS, 9.14 M (30.0 FT) NORTHWEST OF A CONCRETE MONUMENT, 9.47
 DL9853'M (31.1 FT) NORTHWEST OF A PK NAIL IN THE NORTHWEST CORNER OF A BRICK
 DL9853'WALL, 1.61 M (5.3 FT) SOUTHWEST OF A X CUT IN THE CONCRETE SIDEWALK,
 DL9853'AND 6.66 M (21.9 FT) SOUTHWEST OF A X CUT IN THE CONCRETE SIDEWALK.
 DL9853'THE STATION IS FLUSH WITH THE GROUND.
 DL9853
 DL9853                          STATION RECOVERY (2010)
 DL9853
 DL9853'RECOVERY NOTE BY B2A CONSULTANTS 2010 (ARD)
 DL9853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9854 ***********************************************************************
 DL9854  DESIGNATION -  BERNARDS 533
 DL9854  PID         -  DL9854
 DL9854  STATE/COUNTY-  NJ/SOMERSET
 DL9854  COUNTRY     -  US
 DL9854  USGS QUAD   -  BERNARDSVILLE (2016)
 DL9854
 DL9854                         *CURRENT SURVEY CONTROL
 DL9854  ______________________________________________________________________
 DL9854* NAD 83(2011) POSITION- 40 43 15.40514(N) 074 32 38.35958(W)   ADJUSTED
 DL9854* NAD 83(2011) ELLIP HT-    51.090 (meters)        (06/27/12)   ADJUSTED
 DL9854* NAD 83(2011) EPOCH   -  2010.00
 DL9854* NAVD 88 ORTHO HEIGHT -    84.4   (meters)      277.    (feet) GPS OBS
 DL9854  ______________________________________________________________________
 DL9854  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9854  GEOID HEIGHT    -        -33.328 (meters)                     GEOID09
 DL9854  GEOID HEIGHT    -        -33.028 (meters)                     GEOID18
 DL9854  NAD 83(2011) X  -  1,290,093.385 (meters)                     COMP
 DL9854  NAD 83(2011) Y  - -4,665,833.888 (meters)                     COMP
 DL9854  NAD 83(2011) Z  -  4,139,019.193 (meters)                     COMP
 DL9854  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 DL9854
 DL9854  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9854  Standards:
 DL9854         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9854            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9854  -------------------------------------------------------------------
 DL9854  NETWORK    1.95   3.23           0.88   0.68   1.65      0.14762563
 DL9854  -------------------------------------------------------------------
 DL9854  Click here for local accuracies and other accuracy information.
 DL9854
 DL9854.The horizontal coordinates were established by GPS observations
 DL9854.and adjusted by the National Geodetic Survey in June 2012.
 DL9854
 DL9854.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9854.been affixed to the stable North American tectonic plate. See 
 DL9854.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9854
 DL9854.The horizontal coordinates are valid at the epoch date displayed above
 DL9854.which is a decimal equivalence of Year/Month/Day.
 DL9854
 DL9854.The orthometric height was determined by GPS observations and a
 DL9854.high-resolution geoid model.
 DL9854
 DL9854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9854.GEOID18 height accuracy estimate available here.
 DL9854
 DL9854.Click photographs - Photos may exist for this station.
 DL9854
 DL9854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9854
 DL9854.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9854
 DL9854.The ellipsoidal height was determined by GPS observations
 DL9854.and is referenced to NAD 83.
 DL9854
 DL9854. The following values were computed from the NAD 83(2011) position.
 DL9854
 DL9854;                    North         East     Units Scale Factor Converg.
 DL9854;SPC NJ       -   209,562.295   146,283.803   MT  0.99990017   -0 01 43.3
 DL9854;SPC NJ       -   687,538.96    479,932.78   sFT  0.99990017   -0 01 43.3
 DL9854;UTM  18      - 4,507,880.142   538,512.596   MT  0.99961826   +0 17 51.0
 DL9854
 DL9854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9854!SPC NJ       -   0.99999199  x   0.99990017  =   0.99989216
 DL9854!UTM  18      -   0.99999199  x   0.99961826  =   0.99961025
 DL9854
 DL9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3851207880(NAD 83)
 DL9854
 DL9854                          SUPERSEDED SURVEY CONTROL
 DL9854
 DL9854  NAD 83(2007)-  40 43 15.40544(N)    074 32 38.35940(W) AD(2002.00) 1
 DL9854  ELLIP H (07/18/10)   51.097  (m)                       GP(2002.00) 4 2
 DL9854
 DL9854.Superseded values are not recommended for survey control.
 DL9854
 DL9854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9854.See file dsdata.pdf to determine how the superseded data were derived.
 DL9854
 DL9854_MARKER: DD = SURVEY DISK
 DL9854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9854_STAMPING: 533
 DL9854_MARK LOGO: BENART
 DL9854_PROJECTION: FLUSH
 DL9854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9854+STABILITY: SURFACE MOTION
 DL9854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9854+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2020
 DL9854
 DL9854  HISTORY     - Date     Condition        Report By
 DL9854  HISTORY     - 20070302 MONUMENTED       B2A
 DL9854  HISTORY     - 20100727 GOOD             B2A
 DL9854  HISTORY     - 20201118 GOOD             NJGS
 DL9854
 DL9854                          STATION DESCRIPTION
 DL9854
 DL9854'DESCRIBED BY B2A CONSULTANTS 2007
 DL9854'BERNARDS 533 STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9854'STATION IS LOCATED BERNARDS TOWNSHIP, ON THE NORTHEAST SIDE OF
 DL9854'MADISONVILLE ROAD, AT THE JUNCTION OF MADISONVILLE ROAD AND MAPLE RUN.
 DL9854'TO REACH THE STATION FROM THE JUNCTION OF MORRISTOWN ROAD, (US ROUTE
 DL9854'202) AND N. FINLEY AVENUE, COUNTY ROAD 613, GO NORTH ON MORRISTOWN
 DL9854'ROAD (US ROUTE 202) 0.32 KM (0.2 MI) BEAR RIGHT ONTO MADISONVILLE ROAD
 DL9854'AND GO 0.97 KM (0.6 MI) TO THE JUNCTION OF MAPLE RUN ON THE RIGHT.
 DL9854'THE STATION IS LOCATED 14.84 M (48.7 FT) NORTHWEST OF AN X CUT IN THE
 DL9854'RIM OF A MANHOLE SOUTHEAST OF THE JUNCTION OF MADISONVILLE ROAD AND
 DL9854'MAPLE RUN, 14.02 M (46.0 FT) NORTHEAST OF A PK NAIL AT THE CURB
 DL9854'CORNER, AND 4.09 M (13.4 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DL9854'CURB HOOD OF A TYPE B INLET.  THE STATION IS FLUSH WITH THE GROUND.
 DL9854
 DL9854                          STATION RECOVERY (2010)
 DL9854
 DL9854'RECOVERY NOTE BY B2A CONSULTANTS 2010
 DL9854'RECOVERED IN GOOD CONDITION.
 DL9854
 DL9854                          STATION RECOVERY (2020)
 DL9854
 DL9854'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 DL9854'SATELLITE OBSERVATION FAILED, TREES BLOCKING THE HORIZON, NOT AN
 DL9854'ENOUGH OPENING ABOVE FOR OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4786 ***********************************************************************
 KV4786  DESIGNATION -  BEST
 KV4786  PID         -  KV4786
 KV4786  STATE/COUNTY-  NJ/HUDSON
 KV4786  COUNTRY     -  US
 KV4786  USGS QUAD   -  ELIZABETH (2016)
 KV4786
 KV4786                         *CURRENT SURVEY CONTROL
 KV4786  ______________________________________________________________________
 KV4786* NAD 83(1996) POSITION- 40 39 06.50987(N) 074 08 21.94758(W)   NO CHECK
 KV4786* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV4786  ______________________________________________________________________
 KV4786  GEOID HEIGHT    -        -32.235 (meters)                     GEOID18
 KV4786  LAPLACE CORR    -          5.34  (seconds)                    DEFLEC18
 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
 KV4786.No horizontal observational check was made to the station.
 KV4786
 KV4786.The orthometric height was scaled from a topographic map.
 KV4786
 KV4786.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4786.GEOID18 height accuracy estimate available here.
 KV4786
 KV4786.Click photographs - Photos may exist for this station.
 KV4786
 KV4786.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4786
 KV4786. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7275500461(NAD 83)
 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 0503128.3 |
 KV4786| KV4237 BAYONNE MT CARMEL CH E SPIRE        APPROX. 2.2 KM 0564328.7 |
 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
 KV4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4786.See file dsdata.pdf to determine how the superseded data were derived.
 KV4786
 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       USACE
 KV4786  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV4786
 KV4786                          STATION DESCRIPTION
 KV4786
 KV4786'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 LY2625 ***********************************************************************
 LY2625  DESIGNATION -  BEVANS
 LY2625  PID         -  LY2625
 LY2625  STATE/COUNTY-  NJ/SUSSEX
 LY2625  COUNTRY     -  US
 LY2625  USGS QUAD   -  CULVERS GAP (2019)
 LY2625
 LY2625                         *CURRENT SURVEY CONTROL
 LY2625  ______________________________________________________________________
 LY2625* NAD 83(1996) POSITION- 41 12 07.74590(N) 074 51 22.66670(W)   ADJUSTED
 LY2625* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 LY2625  ______________________________________________________________________
 LY2625  GEOID HEIGHT    -        -32.560 (meters)                     GEOID18
 LY2625  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2625.GEOID18 height accuracy estimate available here.
 LY2625
 LY2625.Click photographs - Photos may exist for this station.
 LY2625
 LY2625.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2625
 LY2625. The following values were computed from the NAD 83(1996) position.
 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       -   0.99996828  x   0.99991099  =   0.99987927
 LY2625!SPC PA N     -   0.99996828  x   0.99996386  =   0.99993214
 LY2625!UTM  18      -   0.99996828  x   0.99960179  =   0.99957008
 LY2625
 LY2625:                Primary Azimuth Mark                     Grid Az
 LY2625:SPC NJ       -  SUNRISE                                  081 20 56.5
 LY2625:SPC PA N     -  SUNRISE                                  079 12 00.1
 LY2625:UTM  18      -  SUNRISE                                  081 01 10.8
 LY2625
 LY2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1204861208(NAD 83)
 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 0810651.6 |
 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
 LY2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2625.See file dsdata.pdf to determine how the superseded data were derived.
 LY2625
 LY2625_MARKER: DD = SURVEY DISK
 LY2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2625_STAMPING: BEVANS
 LY2625_MARK LOGO: NJDCED
 LY2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2625+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV5760 ***********************************************************************
 KV5760  DESIGNATION -  BEVERLY PRESBYTERIAN CH SPIRE
 KV5760  PID         -  KV5760
 KV5760  STATE/COUNTY-  NJ/BURLINGTON
 KV5760  COUNTRY     -  US
 KV5760  USGS QUAD   -  BEVERLY (2016)
 KV5760
 KV5760                         *CURRENT SURVEY CONTROL
 KV5760  ______________________________________________________________________
 KV5760* NAD 83(1996) POSITION- 40 03 56.45846(N) 074 54 37.23460(W)   ADJUSTED
 KV5760  ______________________________________________________________________
 KV5760  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 KV5760  LAPLACE CORR    -          3.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5760.GEOID18 height accuracy estimate available here.
 KV5760
 KV5760.Click photographs - Photos may exist for this station.
 KV5760
 KV5760.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5760
 KV5760. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0764535051(NAD 83)
 KV5760
 KV5760                          SUPERSEDED SURVEY CONTROL
 KV5760
 KV5760  NAD 83(1986)-  40 03 56.45684(N)    074 54 37.23660(W) AD(       ) 3
 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
 KV5760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5760.See file dsdata.pdf to determine how the superseded data were derived.
 KV5760
 KV5760_MARKER: 90 = CHURCH SPIRE
 KV5760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5760+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 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  HISTORY     - 20071110 GOOD             UE
 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.
 KV5760
 KV5760                          STATION RECOVERY (2007)
 KV5760
 KV5760'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5715 ***********************************************************************
 KV5715  DESIGNATION -  BEVERLY ST STEPHENS CH SPIRE
 KV5715  PID         -  KV5715
 KV5715  STATE/COUNTY-  NJ/BURLINGTON
 KV5715  COUNTRY     -  US
 KV5715  USGS QUAD   -  BEVERLY (2016)
 KV5715
 KV5715                         *CURRENT SURVEY CONTROL
 KV5715  ______________________________________________________________________
 KV5715* NAD 83(1996) POSITION- 40 03 54.27640(N) 074 55 02.32688(W)   ADJUSTED
 KV5715  ______________________________________________________________________
 KV5715  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 KV5715  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5715.GEOID18 height accuracy estimate available here.
 KV5715
 KV5715.Click photographs - Photos may exist for this station.
 KV5715
 KV5715.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5715
 KV5715. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0705134983(NAD 83)
 KV5715
 KV5715                          SUPERSEDED SURVEY CONTROL
 KV5715
 KV5715  NAD 83(1986)-  40 03 54.27467(N)    074 55 02.32901(W) AD(       ) 3
 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
 KV5715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5715.See file dsdata.pdf to determine how the superseded data were derived.
 KV5715
 KV5715_MARKER: 90 = CHURCH SPIRE
 KV5715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5715+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 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  HISTORY     - 20071110 GOOD             UE
 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.
 KV5715
 KV5715                          STATION RECOVERY (2007)
 KV5715
 KV5715'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5715'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5711 ***********************************************************************
 KV5711  DESIGNATION -  BEVERLY WALL ROPE WORKS TANK
 KV5711  PID         -  KV5711
 KV5711  STATE/COUNTY-  NJ/BURLINGTON
 KV5711  COUNTRY     -  US
 KV5711  USGS QUAD   -  BEVERLY (2016)
 KV5711
 KV5711                         *CURRENT SURVEY CONTROL
 KV5711  ______________________________________________________________________
 KV5711* NAD 83(1996) POSITION- 40 03 29.36622(N) 074 55 20.86555(W)   ADJUSTED
 KV5711* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5711  ______________________________________________________________________
 KV5711  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 KV5711  LAPLACE CORR    -          2.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5711.GEOID18 height accuracy estimate available here.
 KV5711
 KV5711.Click photographs - Photos may exist for this station.
 KV5711
 KV5711.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5711
 KV5711. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960528
 KV5711
 KV5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0661234215(NAD 83)
 KV5711
 KV5711                          SUPERSEDED SURVEY CONTROL
 KV5711
 KV5711  NAD 83(1986)-  40 03 29.36458(N)    074 55 20.86743(W) AD(       ) 3
 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
 KV5711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5711.See file dsdata.pdf to determine how the superseded data were derived.
 KV5711
 KV5711_MARKER: 53 = ELEVATED TANK
 KV5711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5711+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 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  HISTORY     - 20071110 GOOD             UE
 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.
 KV5711
 KV5711                          STATION RECOVERY (2007)
 KV5711
 KV5711'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2989 ***********************************************************************
 JU2989  DESIGNATION -  BIG HILL RESET
 JU2989  PID         -  JU2989
 JU2989  STATE/COUNTY-  NJ/BURLINGTON
 JU2989  COUNTRY     -  US
 JU2989  USGS QUAD   -  PEMBERTON (2019)
 JU2989
 JU2989                         *CURRENT SURVEY CONTROL
 JU2989  ______________________________________________________________________
 JU2989* NAD 83(1996) POSITION- 39 53 51.89675(N) 074 41 45.45039(W)   ADJUSTED
 JU2989* NAVD 88 ORTHO HEIGHT -    39.    (meters)      128.    (feet) SCALED
 JU2989  ______________________________________________________________________
 JU2989  GEOID HEIGHT    -        -32.731 (meters)                     GEOID18
 JU2989  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2989.GEOID18 height accuracy estimate available here.
 JU2989
 JU2989.Click photographs - Photos may exist for this station.
 JU2989
 JU2989.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2989
 JU2989. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999896  x   0.99990346  =   0.99990242
 JU2989!UTM  18      -   0.99999896  x   0.99960832  =   0.99960728
 JU2989
 JU2989:                Primary Azimuth Mark                     Grid Az
 JU2989:SPC NJ       -  MT HOLLY RESET                           325 59 31.6
 JU2989:UTM  18      -  MT HOLLY RESET                           325 40 17.0
 JU2989
 JU2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2599116452(NAD 83)
 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
 JU2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2989.See file dsdata.pdf to determine how the superseded data were derived.
 JU2989
 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 = JULY 24, 2026 22:12:30 EDT
 JU2803 ***********************************************************************
 JU2803  DESIGNATION -  BIG SHAD
 JU2803  PID         -  JU2803
 JU2803  STATE/COUNTY-  NJ/ATLANTIC
 JU2803  COUNTRY     -  US
 JU2803  USGS QUAD   -  OCEANVILLE (2019)
 JU2803
 JU2803                         *CURRENT SURVEY CONTROL
 JU2803  ______________________________________________________________________
 JU2803* NAD 83(2011) POSITION- 39 27 36.35403(N) 074 23 42.72234(W)   ADJUSTED
 JU2803* NAD 83(2011) ELLIP HT-   -33.192 (meters)        (06/27/12)   ADJUSTED
 JU2803* NAD 83(2011) EPOCH   -  2010.00
 JU2803* NAVD 88 ORTHO HEIGHT -     0.8   (meters)        3.    (feet) GPS OBS
 JU2803  ______________________________________________________________________
 JU2803  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2803  GEOID HEIGHT    -        -34.022 (meters)                     GEOID18
 JU2803  NAD 83(2011) X  -  1,326,440.636 (meters)                     COMP
 JU2803  NAD 83(2011) Y  - -4,749,240.583 (meters)                     COMP
 JU2803  NAD 83(2011) Z  -  4,031,863.094 (meters)                     COMP
 JU2803  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 JU2803
 JU2803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2803  Standards:
 JU2803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2803  -------------------------------------------------------------------
 JU2803  NETWORK    1.05   1.59           0.48   0.36   0.81      0.03896047
 JU2803  -------------------------------------------------------------------
 JU2803  Click here for local accuracies and other accuracy information.
 JU2803
 JU2803.The horizontal coordinates were established by GPS observations
 JU2803.and adjusted by the National Geodetic Survey in June 2012.
 JU2803
 JU2803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2803.been affixed to the stable North American tectonic plate. See 
 JU2803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2803
 JU2803.The horizontal coordinates are valid at the epoch date displayed above
 JU2803.which is a decimal equivalence of Year/Month/Day.
 JU2803
 JU2803.The orthometric height was determined by GPS observations and a
 JU2803.high-resolution geoid model.
 JU2803
 JU2803.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2803.GEOID18 height accuracy estimate available here.
 JU2803
 JU2803.Click photographs - Photos may exist for this station.
 JU2803
 JU2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2803
 JU2803.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2803
 JU2803.The ellipsoidal height was determined by GPS observations
 JU2803.and is referenced to NAD 83.
 JU2803
 JU2803. The following values were computed from the NAD 83(2011) position.
 JU2803
 JU2803;                    North         East     Units Scale Factor Converg.
 JU2803;SPC NJ       -    69,580.660   159,018.401   MT  0.99990100   +0 03 59.8
 JU2803;SPC NJ       -   228,282.55    521,712.87   sFT  0.99990100   +0 03 59.8
 JU2803;UTM  18      - 4,368,010.740   552,029.960   MT  0.99963333   +0 23 03.8
 JU2803
 JU2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2803!SPC NJ       -   1.00000521  x   0.99990100  =   0.99990621
 JU2803!UTM  18      -   1.00000521  x   0.99963333  =   0.99963854
 JU2803
 JU2803:                Primary Azimuth Mark                     Grid Az
 JU2803:SPC NJ       -  GRASSY                                   195 33 30.4
 JU2803:UTM  18      -  GRASSY                                   195 14 26.4
 JU2803
 JU2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5202968010(NAD 83)
 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 1953730.2 |
 JU2803| CB1272 BIG SHAD RM 1                        20.682 METERS 26027     |
 JU2803|---------------------------------------------------------------------|
 JU2803
 JU2803                          SUPERSEDED SURVEY CONTROL
 JU2803
 JU2803  NAD 83(2007)-  39 27 36.35450(N)    074 23 42.72311(W) AD(2002.00) 0
 JU2803  ELLIP H (02/10/07)  -33.180  (m)                       GP(2002.00)    
 JU2803  ELLIP H (10/23/02)  -33.157  (m)                       GP(       ) 4 1
 JU2803  NAD 83(1996)-  39 27 36.35418(N)    074 23 42.72306(W) AD(       ) 1
 JU2803  ELLIP H (05/14/99)  -33.177  (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)  -33.237  (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
 JU2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2803.See file dsdata.pdf to determine how the superseded data were derived.
 JU2803
 JU2803_MARKER: DS = TRIANGULATION STATION DISK
 JU2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2803_STAMPING: BIG SHAD C AND N 1935
 JU2803_MARK LOGO: NJBCN
 JU2803_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2803+STABILITY: SURFACE MOTION
 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       NJBCN
 JU2803  HISTORY     - 1935     GOOD             CGS
 JU2803  HISTORY     - 1950     GOOD             CGS
 JU2803  HISTORY     - 1962     GOOD             CGS
 JU2803  HISTORY     - 19900824 GOOD             USACE
 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 (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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5320 ***********************************************************************
 KV5320  DESIGNATION -  BISSETT
 KV5320  PID         -  KV5320
 KV5320  STATE/COUNTY-  NJ/MIDDLESEX
 KV5320  COUNTRY     -  US
 KV5320  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5320
 KV5320                         *CURRENT SURVEY CONTROL
 KV5320  ______________________________________________________________________
 KV5320* NAD 83(1996) POSITION- 40 26 21.98427(N) 074 22 16.71757(W)   ADJUSTED
 KV5320* NAVD 88 ORTHO HEIGHT -    47.    (meters)      154.    (feet) SCALED
 KV5320  ______________________________________________________________________
 KV5320  GEOID HEIGHT    -        -32.655 (meters)                     GEOID18
 KV5320  LAPLACE CORR    -          4.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5320.GEOID18 height accuracy estimate available here.
 KV5320
 KV5320.Click photographs - Photos may exist for this station.
 KV5320
 KV5320.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5320
 KV5320. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5320:SPC NJ       -  OLD BRIDGE                               154 40 03.8
 KV5320:UTM  18      -  OLD BRIDGE                               154 20 36.2
 KV5320
 KV5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5331976722(NAD 83)
 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
 KV5320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5320.See file dsdata.pdf to determine how the superseded data were derived.
 KV5320
 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 = JULY 24, 2026 22:12:30 EDT
 KV5324 ***********************************************************************
 KV5324  DESIGNATION -  BISSETT USE 1934
 KV5324  PID         -  KV5324
 KV5324  STATE/COUNTY-  NJ/MIDDLESEX
 KV5324  COUNTRY     -  US
 KV5324  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5324
 KV5324                         *CURRENT SURVEY CONTROL
 KV5324  ______________________________________________________________________
 KV5324* NAD 83(1996) POSITION- 40 26 19.47955(N) 074 21 36.73258(W)   ADJUSTED
 KV5324* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5324  ______________________________________________________________________
 KV5324  GEOID HEIGHT    -        -32.628 (meters)                     GEOID18
 KV5324  LAPLACE CORR    -          4.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5324.GEOID18 height accuracy estimate available here.
 KV5324
 KV5324.Click photographs - Photos may exist for this station.
 KV5324
 KV5324.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5324
 KV5324. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5426176651(NAD 83)
 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
 KV5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5324.See file dsdata.pdf to determine how the superseded data were derived.
 KV5324
 KV5324_MARKER: Z = SEE DESCRIPTION
 KV5324_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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       USACE
 KV5324
 KV5324                          STATION DESCRIPTION
 KV5324
 KV5324'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 AA7224 ***********************************************************************
 AA7224  DESIGNATION -  BIVALVE
 AA7224  PID         -  AA7224
 AA7224  STATE/COUNTY-  NJ/CUMBERLAND
 AA7224  COUNTRY     -  US
 AA7224  USGS QUAD   -  PORT NORRIS (2019)
 AA7224
 AA7224                         *CURRENT SURVEY CONTROL
 AA7224  ______________________________________________________________________
 AA7224* NAD 83(2011) POSITION- 39 14 04.48644(N) 075 01 55.76244(W)   ADJUSTED
 AA7224* NAD 83(2011) ELLIP HT-   -33.421 (meters)        (06/27/12)   ADJUSTED
 AA7224* NAD 83(2011) EPOCH   -  2010.00
 AA7224* NAVD 88 ORTHO HEIGHT -     1.062 (meters)        3.48  (feet) ADJUSTED
 AA7224  ______________________________________________________________________
 AA7224  GEOID HEIGHT    -        -34.475 (meters)                     GEOID18
 AA7224  NAD 83(2011) X  -  1,277,662.485 (meters)                     COMP
 AA7224  NAD 83(2011) Y  - -4,779,028.274 (meters)                     COMP
 AA7224  NAD 83(2011) Z  -  4,012,501.092 (meters)                     COMP
 AA7224  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 AA7224  DYNAMIC HEIGHT  -          1.061 (meters)        3.48  (feet) COMP
 AA7224  MODELED GRAVITY -    980,094.5   (mgal)                       NAVD 88
 AA7224
 AA7224  VERT ORDER      -  FIRST     CLASS II
 AA7224
 AA7224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7224  Standards:
 AA7224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7224  -------------------------------------------------------------------
 AA7224  NETWORK    0.54   0.84           0.25   0.18   0.43     -0.16491227
 AA7224  -------------------------------------------------------------------
 AA7224  Click here for local accuracies and other accuracy information.
 AA7224
 AA7224.The horizontal coordinates were established by GPS observations
 AA7224.and adjusted by the National Geodetic Survey in June 2012.
 AA7224
 AA7224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7224.been affixed to the stable North American tectonic plate. See 
 AA7224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7224
 AA7224.The horizontal coordinates are valid at the epoch date displayed above
 AA7224.which is a decimal equivalence of Year/Month/Day.
 AA7224
 AA7224.The orthometric height was determined by differential leveling and
 AA7224.adjusted by the NATIONAL GEODETIC SURVEY
 AA7224.in March 2001.
 AA7224
 AA7224.No vertical observational check was made to the station.
 AA7224
 AA7224.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7224.GEOID18 height accuracy estimate available here.
 AA7224
 AA7224.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AA7224
 AA7224.The ellipsoidal height was determined by GPS observations
 AA7224.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7224
 AA7224;                    North         East     Units Scale Factor Converg.
 AA7224;SPC NJ       -    44,675.295   104,058.284   MT  0.99992598   -0 20 11.7
 AA7224;SPC NJ       -   146,572.20    341,397.89   sFT  0.99992598   -0 20 11.7
 AA7224;UTM  18      - 4,342,809.147   497,224.753   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9722442809(NAD 83)
 AA7224
 AA7224                          SUPERSEDED SURVEY CONTROL
 AA7224
 AA7224  NAD 83(2007)-  39 14 04.48689(N)    075 01 55.76312(W) AD(2002.00) 0
 AA7224  ELLIP H (02/10/07)  -33.410  (m)                       GP(2002.00)    
 AA7224  ELLIP H (10/23/02)  -33.409  (m)                       GP(       ) 4 1
 AA7224  NAD 83(1996)-  39 14 04.48670(N)    075 01 55.76321(W) AD(       ) 1
 AA7224  ELLIP H (05/14/99)  -33.423  (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)  -33.474  (m)                       GP(       ) 3 1
 AA7224  NAVD 88 (08/04/95)    1.1    (m)  GEOID93  model used  GPS OBS        
 AA7224
 AA7224.Superseded values are not recommended for survey control.
 AA7224
 AA7224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7224.See file dsdata.pdf to determine how the superseded data were derived.
 AA7224
 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 = JULY 24, 2026 22:12:30 EDT
 JU2924 ***********************************************************************
 JU2924  DESIGNATION -  BLACK
 JU2924  PID         -  JU2924
 JU2924  STATE/COUNTY-  NJ/CAPE MAY
 JU2924  COUNTRY     -  US
 JU2924  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2924
 JU2924                         *CURRENT SURVEY CONTROL
 JU2924  ______________________________________________________________________
 JU2924* NAD 83(1996) POSITION- 39 14 37.64256(N) 074 38 19.23328(W)   ADJUSTED
 JU2924* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2924  ______________________________________________________________________
 JU2924  GEOID HEIGHT    -        -34.702 (meters)                     GEOID18
 JU2924  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2924.GEOID18 height accuracy estimate available here.
 JU2924
 JU2924.Click photographs - Photos may exist for this station.
 JU2924
 JU2924.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2924
 JU2924. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000535  x   0.99990176  =   0.99990711
 JU2924!UTM  18      -   1.00000535  x   0.99961197  =   0.99961731
 JU2924
 JU2924:                Primary Azimuth Mark                     Grid Az
 JU2924:SPC NJ       -  PECK                                     354 21 07.0
 JU2924:UTM  18      -  PECK                                     354 02 08.3
 JU2924
 JU2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3118043892(NAD 83)
 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
 JU2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2924.See file dsdata.pdf to determine how the superseded data were derived.
 JU2924
 JU2924_MARKER: DS = TRIANGULATION STATION DISK
 JU2924_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2924_STAMPING: BLACK 1936
 JU2924_MARK LOGO: CGS
 JU2924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5854 ***********************************************************************
 KV5854  DESIGNATION -  BLAIRSTOWN 1
 KV5854  PID         -  KV5854
 KV5854  STATE/COUNTY-  NJ/WARREN
 KV5854  COUNTRY     -  US
 KV5854  USGS QUAD   -  BLAIRSTOWN (2019)
 KV5854
 KV5854                         *CURRENT SURVEY CONTROL
 KV5854  ______________________________________________________________________
 KV5854* NAD 83(2011) POSITION- 40 58 13.21556(N) 074 59 48.93422(W)   ADJUSTED
 KV5854* NAD 83(2011) ELLIP HT-    79.543 (meters)        (06/27/12)   ADJUSTED
 KV5854* NAD 83(2011) EPOCH   -  2010.00
 KV5854* NAVD 88 ORTHO HEIGHT -   112.7   (meters)      370.    (feet) GPS OBS
 KV5854  ______________________________________________________________________
 KV5854  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5854  GEOID HEIGHT    -        -33.470 (meters)                     GEOID93
 KV5854  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 KV5854  NAD 83(2011) X  -  1,248,485.401 (meters)                     COMP
 KV5854  NAD 83(2011) Y  - -4,658,411.270 (meters)                     COMP
 KV5854  NAD 83(2011) Z  -  4,159,988.698 (meters)                     COMP
 KV5854  LAPLACE CORR    -          2.58  (seconds)                    DEFLEC18
 KV5854
 KV5854  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5854  Standards:
 KV5854         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5854            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5854  -------------------------------------------------------------------
 KV5854  NETWORK    0.66   1.35           0.30   0.23   0.69      0.05631464
 KV5854  -------------------------------------------------------------------
 KV5854  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5854
 KV5854.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5854.been affixed to the stable North American tectonic plate. See 
 KV5854.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5854
 KV5854.The horizontal coordinates are valid at the epoch date displayed above
 KV5854.which is a decimal equivalence of Year/Month/Day.
 KV5854
 KV5854.The orthometric height was determined by GPS observations and a
 KV5854.high-resolution geoid model.
 KV5854
 KV5854.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5854.GEOID18 height accuracy estimate available here.
 KV5854
 KV5854.Click photographs - Photos may exist for this station.
 KV5854
 KV5854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5854
 KV5854.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5854
 KV5854.The ellipsoidal height was determined by GPS observations
 KV5854.and is referenced to NAD 83.
 KV5854
 KV5854. The following values were computed from the NAD 83(2011) position.
 KV5854
 KV5854;                    North         East     Units Scale Factor Converg.
 KV5854;SPC NJ       -   237,372.702   108,176.395   MT  0.99992152   -0 19 33.0
 KV5854;SPC NJ       -   778,780.27    354,908.72   sFT  0.99992152   -0 19 33.0
 KV5854;UTM  18      - 4,535,464.273   500,258.629   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 24.8
 KV5854:UTM  18      -  BLAIRSTOWN 2                             250 27 44.5
 KV5854
 KV5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0025835464(NAD 83)
 KV5854
 KV5854|---------------------------------------------------------------------|
 KV5854| PID    Reference Object                     Distance      Geod. Az  |
 KV5854|                                                           dddmmss.s |
 KV5854| KV5855 BLAIRSTOWN 2                        470.204 METERS 2502751.8 |
 KV5854|---------------------------------------------------------------------|
 KV5854
 KV5854                          SUPERSEDED SURVEY CONTROL
 KV5854
 KV5854  NAD 83(2007)-  40 58 13.21575(N)    074 59 48.93517(W) AD(2002.00) 0
 KV5854  ELLIP H (02/10/07)   79.555  (m)                       GP(2002.00)    
 KV5854  ELLIP H (10/23/02)   79.549  (m)                       GP(       ) 4 1
 KV5854  NAD 83(1996)-  40 58 13.21579(N)    074 59 48.93541(W) AD(       ) 1
 KV5854  ELLIP H (05/14/99)   79.544  (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)  RAPOU78  model used  GPS OBS        
 KV5854
 KV5854.Superseded values are not recommended for survey control.
 KV5854
 KV5854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5854.See file dsdata.pdf to determine how the superseded data were derived.
 KV5854
 KV5854_MARKER: F = FLANGE-ENCASED ROD
 KV5854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5854_STAMPING: BLAIRSTOWN 1 1987
 KV5854_MARK LOGO: NGS
 KV5854_PROJECTION: RECESSED 10 CENTIMETERS
 KV5854_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5854+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2019
 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  HISTORY     - 20061003 GOOD             AASCO
 KV5854  HISTORY     - 20101109 GOOD             INDIV
 KV5854  HISTORY     - 20140811 GOOD             WOOLPT
 KV5854  HISTORY     - 20191210 GOOD             NJGS
 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) WEST OF BLAIRSTOWN, 8.21
 KV5854'KM (5.1 MI) NORTHWEST OF SILVER LAKE, 9.66 KM (6.0 MI) NORTHEAST OF
 KV5854'COLUMBIA, WITHIN THE BOUNDARY OF THE 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 STREET
 KV5854'TO THE INTERSECTION OF BRIDGE STREET.  TURN RIGHT AND GO SOUTH FOR
 KV5854'0.24 KM (0.15 MI) ON BRIDGE STREET TO THE INTERSECTION OF STATE
 KV5854'HIGHWAY 94.  TURN LEFT AND GO EAST FOR 0.40 KM (0.25 MI) ON STATE
 KV5854'HIGHWAY 94  TO A REVERSE (Y) INTERSECTION AT COUNTY ROAD 616.  TURN
 KV5854'SHARP RIGHT AND GO WEST FOR 0.24 KM (0.15 MI) ON COUNTY ROAD 616 TO A
 KV5854'(Y) INTERSECTION AT COUNTY ROAD 607.  FOLLOW THE RIGHT FORK AND GO
 KV5854'WEST FOR 1.69 KM (1.05 MI) ON COUNTY ROAD 616 TO THE INTERSECTION OF
 KV5854'AIRPORT ROAD.  TURN RIGHT AND GO WEST-NORTHWEST FOR 1.13 KM (0.7 MI)
 KV5854'ON AIRPORT ROAD TO THE INTERSECTION OF LAMBERT ROAD.  CONTINUE
 KV5854'STRAIGHT AHEAD AND GO WEST FOR 0.29 KM (0.18 MI) ON AIRPORT ROAD TO
 KV5854'THE BLAIRSTOWN AIRPORT OFFICE AND THE STATION WHICH IS LOCATED ABOUT
 KV5854'76 METERS (250 FT) NORTH FROM THE CENTER OF THE OFFICE.
 KV5854'
 KV5854'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 KV5854'WITH ACCESS COVER IS STAMPED---BLAIRSTOWN 1 1987---, AND IS SET FLUSH
 KV5854'WITH THE GROUND.  IT IS A 9/16 INCH DIAMETER STAINLESS STEEL ROD
 KV5854'DRIVEN TO A DEPTH OF 18.14 METERS (59.5 FT), AND IS RECESSED 10 CM
 KV5854'BELOW THE GROUND, LOCATED 13.72 METERS (45.0 FT) WEST FROM THE CENTER
 KV5854'OF A TAXIWAY TO THE RUNWAY, 5.88 METERS (19.3 FT) NORTH FROM THE BASE
 KV5854'OF A WIND (T), AND 0.98 METERS (3.2 FT) NORTH FROM THE NORTH EDGE OF A
 KV5854'BRICK CIRCLE FILLED 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 FROM
 KV5854'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 201
 KV5854'687 1755.  THE AIRPORT MANAGER IS MR. DAVE HACKETT, PHONE 201 362
 KV5854'8311.
 KV5854'
 KV5854'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 94 AND LAMBERT
 KV5854'STREET AT A TRAFFIC LIGHT AND AIRPORT SIGN, GO SOUTH ON LAMBERT STREET
 KV5854'FOR 0.72 MI (1.16 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 KV5854'RIGHT AND GO NORTHWEST ON THE ENTRANCE ROAD FOR 0.20 MI (0.32 KM) TO
 KV5854'THE AIRPORT OFFICE AND THE STATION ON THE LEFT, ABOUT 250 FT (76.2 M)
 KV5854'NORTH FROM THE CENTER OF THE OFFICE.
 KV5854'
 KV5854'THE STATION IS 45.O FT WEST FROM THE CENTER OF A TAXIWAY LEADING TO
 KV5854'THE RUNWAY, 19.3 FT (5.9 M) NORTH FROM THE BASE OF A WIND TEE, 31.0 M
 KV5854'(101.7 FT) NORTHEAST FROM A WINDSOCK AND 17.5 M (57.4 FT) WEST
 KV5854'NORTHWEST FROM THE WEST EDGE OF THE PAVING OF A NORTH SOUTH TAXIWAY.
 KV5854'IT IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE AND
 KV5854'ACCESS COVER IS STAMPED, BLAIRSTOWN 1 1987, AND IS SET FLUSH WITH THE
 KV5854'GROUND.  IT IS A NINE-SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD
 KV5854'DRIVEN TO A DEPTH OF 18.14 M (59.51 FT) AND IS RECESSED 10 CM BELOW
 KV5854'THE GROUND.
 KV5854
 KV5854                          STATION RECOVERY (1995)
 KV5854
 KV5854'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5854'RECOVERED IN GOOD CONDITION.
 KV5854
 KV5854                          STATION RECOVERY (2006)
 KV5854
 KV5854'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV5854'RECOVERED IN GOOD CONDITION.
 KV5854
 KV5854                          STATION RECOVERY (2010)
 KV5854
 KV5854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RCS)
 KV5854'RECOVERED IN GOOD CONDITION.
 KV5854
 KV5854                          STATION RECOVERY (2014)
 KV5854
 KV5854'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (BM)
 KV5854'THE STATION WAS RECOVERED AS DESCRIBED, BUT WITH NEW MEASUREMENT TIES.
 KV5854'IT IS LOCATED 57.9 FEET NORTHEAST OF THE BASE OF THE AIRPORT BEACON,
 KV5854'84.5 FEET WEST OF THE CENTER LINE OF A TAXIWAY AT A FORK, AND 20.0
 KV5854'FEET NORTH OF A WIND TEE.
 KV5854
 KV5854                          STATION RECOVERY (2019)
 KV5854
 KV5854'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV5854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5855 ***********************************************************************
 KV5855  DESIGNATION -  BLAIRSTOWN 2
 KV5855  PID         -  KV5855
 KV5855  STATE/COUNTY-  NJ/WARREN
 KV5855  COUNTRY     -  US
 KV5855  USGS QUAD   -  PORTLAND (2019)
 KV5855
 KV5855                         *CURRENT SURVEY CONTROL
 KV5855  ______________________________________________________________________
 KV5855* NAD 83(2011) POSITION- 40 58 08.11814(N) 075 00 07.88635(W)   ADJUSTED
 KV5855* NAD 83(2011) ELLIP HT-    78.363 (meters)        (06/27/12)   ADJUSTED
 KV5855* NAD 83(2011) EPOCH   -  2010.00
 KV5855* NAVD 88 ORTHO HEIGHT -   111.5   (meters)      366.    (feet) GPS OBS
 KV5855  ______________________________________________________________________
 KV5855  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5855  GEOID HEIGHT    -        -33.470 (meters)                     GEOID93
 KV5855  GEOID HEIGHT    -        -33.206 (meters)                     GEOID18
 KV5855  NAD 83(2011) X  -  1,248,083.820 (meters)                     COMP
 KV5855  NAD 83(2011) Y  - -4,658,624.693 (meters)                     COMP
 KV5855  NAD 83(2011) Z  -  4,159,869.193 (meters)                     COMP
 KV5855  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC18
 KV5855
 KV5855  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5855  Standards:
 KV5855         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5855            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5855  -------------------------------------------------------------------
 KV5855  NETWORK    0.66   1.35           0.30   0.23   0.69      0.05703682
 KV5855  -------------------------------------------------------------------
 KV5855  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5855
 KV5855.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5855.been affixed to the stable North American tectonic plate. See 
 KV5855.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5855
 KV5855.The horizontal coordinates are valid at the epoch date displayed above
 KV5855.which is a decimal equivalence of Year/Month/Day.
 KV5855
 KV5855.The orthometric height was determined by GPS observations and a
 KV5855.high-resolution geoid model.
 KV5855
 KV5855.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5855.GEOID18 height accuracy estimate available here.
 KV5855
 KV5855.Click photographs - Photos may exist for this station.
 KV5855
 KV5855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5855
 KV5855.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5855
 KV5855.The ellipsoidal height was determined by GPS observations
 KV5855.and is referenced to NAD 83.
 KV5855
 KV5855. The following values were computed from the NAD 83(2011) position.
 KV5855
 KV5855;                    North         East     Units Scale Factor Converg.
 KV5855;SPC NJ       -   237,218.004   107,732.406   MT  0.99992198   -0 19 45.4
 KV5855;SPC NJ       -   778,272.73    353,452.07   sFT  0.99992198   -0 19 45.4
 KV5855;UTM  18      - 4,535,307.088   499,815.676   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 24.8
 KV5855:UTM  18      -  BLAIRSTOWN 1                             070 27 44.6
 KV5855
 KV5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9981535307(NAD 83)
 KV5855
 KV5855|---------------------------------------------------------------------|
 KV5855| PID    Reference Object                     Distance      Geod. Az  |
 KV5855|                                                           dddmmss.s |
 KV5855| KV5854 BLAIRSTOWN 1                        470.204 METERS 0702739.4 |
 KV5855|---------------------------------------------------------------------|
 KV5855
 KV5855                          SUPERSEDED SURVEY CONTROL
 KV5855
 KV5855  NAD 83(2007)-  40 58 08.11833(N)    075 00 07.88730(W) AD(2002.00) 0
 KV5855  ELLIP H (02/10/07)   78.375  (m)                       GP(2002.00)    
 KV5855  ELLIP H (10/23/02)   78.369  (m)                       GP(       ) 4 1
 KV5855  NAD 83(1996)-  40 58 08.11838(N)    075 00 07.88754(W) AD(       ) 1
 KV5855  ELLIP H (05/14/99)   78.364  (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)  RAPOU78  model used  GPS OBS        
 KV5855
 KV5855.Superseded values are not recommended for survey control.
 KV5855
 KV5855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5855.See file dsdata.pdf to determine how the superseded data were derived.
 KV5855
 KV5855_MARKER: I = METAL ROD
 KV5855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - August 11, 2014
 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  HISTORY     - 20101109 POOR             INDIV
 KV5855  HISTORY     - 20140811 GOOD             WOOLPT
 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) WEST OF BLAIRSTOWN, 8.21
 KV5855'KM (5.1 MI) NORTHWEST OF SILVER LAKE, 9.66 KM (6.0 MI) NORTHEAST OF
 KV5855'COLUMBIA, WITHIN THE BOUNDARY OF THE 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 STREET
 KV5855'TO THE INTERSECTION OF BRIDGE STREET.  TURN RIGHT AND GO SOUTH FOR
 KV5855'0.24 KM (0.15 MI) ON BRIDGE STREET TO THE INTERSECTION OF STATE
 KV5855'HIGHWAY 94.  TURN LEFT AND GO EAST FOR 0.40 KM (0.25 MI) ON STATE
 KV5855'HIGHWAY 94 TO A REVERSE (Y) INTERSECTION AT COUNTY ROAD 616.  TURN
 KV5855'SHARP RIGHT AND GO WEST FOR 0.24 KM (0.15 MI) ON COUNTY ROAD 616 TO A
 KV5855'(Y) INTERSECTION AT COUNTY ROAD 607.  FOLLOW THE RIGHT FORK AND GO
 KV5855'WEST FOR 1.69 KM (1.05 MI) ON COUNTY ROAD 616 TO THE INTERSECTION OF
 KV5855'AIRPORT ROAD.  TURN RIGHT AND GO WEST-NORTHWEST FOR 1.13 KM (0.7 MI)
 KV5855'ON AIRPORT ROAD TO THE INTERSECTION OF LAMBERT ROAD.  CONTINUE
 KV5855'STRAIGHT AHEAD AND GO WEST FOR 0.29 KM (0.18 MI) ON AIRPORT ROAD TO
 KV5855'THE BLAIRSTOWN AIRPORT OFFICE.  TURN LEFT AND GO WEST FOR 0.36 KM
 KV5855'(0.22 MI) ON A GRASS GLIDER RUNWAY TO THE WEST END OF THE GRASS RUNWAY
 KV5855'AND PAVED RUNWAY ON THE NORTH SIDE AND THE STATION.
 KV5855'
 KV5855'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 KV5855'WITH ACCESS COVER IS STAMPED---BLAIRSTOWN 2 1987---, AND IS SET FLUSH
 KV5855'WITH THE GROUND.  IT IS A 9/16 INCH DIAMETER STAINLESS STEEL ROD
 KV5855'DRIVEN TO A DEPTH OF 15.24 METERS (50.0 FT) AND IS RECESSED 10 CM
 KV5855'BELOW THE GROUND, LOCATED 22.86 METERS (75.0 FT) SOUTH-SOUTHWEST FROM
 KV5855'THE CENTERLINE OF PAVED RUNWAY 07, 16.61 METERS (54.5 FT)
 KV5855'EAST-NORTHEAST AND ACROSS A TAXIWAY FROM A CARSONITE WITNESS POST,
 KV5855'9.75 METERS (32.0 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 DAVE
 KV5855'HACKETT, PHONE 201-362-8311.
 KV5855'
 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 FOR
 KV5855'0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 KV5855'
 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)
 KV5855'SOUTH OF THE CENTER OF THE RUNWAY, 5.4 M (17.7 FT) EAST OF THE EAST
 KV5855'EDGE OF THE TAXIWAY AND 0.25 M (0.82 FT) SOUTH OF A FIBERGLASS WITNESS
 KV5855'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 FROM
 KV5855'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.
 KV5855'
 KV5855'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 94 AND LAMBERT
 KV5855'STREET AT A TRAFFIC LIGHT AND AIRPORT SIGN, GO SOUTH ON LAMBERT STREET
 KV5855'FOR 0.72 MI (1.16 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 KV5855'RIGHT AND GO NORTHWEST ON THE ENTRANCE ROAD FOR 0.20 MI (0.32 KM) TO
 KV5855'THE AIRPORT OFFICE AND APRON.  TURN LEFT AND GO WESTERLY ON THE
 KV5855'TAXIWAY LEADING TO THE END OF RUNWAY 7 FOR 0.35 MI (0.56 KM) TO THE
 KV5855'STATION ON THE RIGHT.
 KV5855'
 KV5855'THE STATION IS 22.1 M (72.5 FT) SOUTHEAST FROM THE CENTER OF THE END
 KV5855'OF RUNWAY 7, 21.9 M (71.9 FT) SOUTH FROM THE CENTER OF RUNWAY 7, 5.4 M
 KV5855'(17.7 FT) EAST FROM THE EAST EDGE OF THE TAXIWAY AND 0.25 M (0.82 FT)
 KV5855'SOUTH FROM AN ORANGE CARSONITE WITNESS POST.  IT IS A STANDARD NGS
 KV5855'THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 KV5855'BLAIRSTOWN 2 1987 AND IS SET FLUSH WITH THE GROUND.  IT IS A
 KV5855'NINE-SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO A DEPTH OF
 KV5855'15.24 M (50.00 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
 KV5855
 KV5855                          STATION RECOVERY (2010)
 KV5855
 KV5855'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RCS)
 KV5855'MARK RECOVERED IN POOR CONDITION.
 KV5855
 KV5855                          STATION RECOVERY (2014)
 KV5855
 KV5855'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (BM)
 KV5855'THE STATION WAS RECOVERED AS DESCRIBED, BUT WITH NEW MEASUREMENT TIES.
 KV5855'IT IS LOCATED 20.7 FEET SOUTHEAST OF A BLUE TAXIWAY LIGHT, 62.0 FEET
 KV5855'SOUTHWEST OF A RED/CLEAR RUNWAY LIGHT, 71.5 FEET SOUTH OF THE CENTER
 KV5855'LINE OF RUNWAY 07/25, AND 31.6 FEET EAST OF THE CENTER LINE OF A
 KV5855'NEARBY TAXIWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2890 ***********************************************************************
 JU2890  DESIGNATION -  BLANGIE 1885
 JU2890  PID         -  JU2890
 JU2890  STATE/COUNTY-  NJ/ATLANTIC
 JU2890  COUNTRY     -  US
 JU2890  USGS QUAD   -  MAYS LANDING (2019)
 JU2890
 JU2890                         *CURRENT SURVEY CONTROL
 JU2890  ______________________________________________________________________
 JU2890* NAD 83(1996) POSITION- 39 28 44.37268(N) 074 41 15.42083(W)   ADJUSTED
 JU2890* NAVD 88 ORTHO HEIGHT -    22.75  (+/-2cm)       74.6   (feet) VERTCON3
 JU2890  ______________________________________________________________________
 JU2890  GEOID HEIGHT    -        -33.840 (meters)                     GEOID18
 JU2890  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 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
 JU2890.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2890.GEOID18 height accuracy estimate available here.
 JU2890
 JU2890.The vertical order pertains to the NGVD 29 superseded value.
 JU2890
 JU2890.Click photographs - Photos may exist for this station.
 JU2890
 JU2890.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2890
 JU2890. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000174  x   0.99990321  =   0.99990495
 JU2890!UTM  18      -   1.00000174  x   0.99960889  =   0.99961063
 JU2890
 JU2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2686669979(NAD 83)
 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              23.13   (m)           75.9    (f) LEVELING    3  
 JU2890
 JU2890.Superseded values are not recommended for survey control.
 JU2890
 JU2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2890.See file dsdata.pdf to determine how the superseded data were derived.
 JU2890
 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 = JULY 24, 2026 22:12:30 EDT
 KV6838 ***********************************************************************
 KV6838  DESIGNATION -  BLOOM 1
 KV6838  PID         -  KV6838
 KV6838  STATE/COUNTY-  NJ/ESSEX
 KV6838  COUNTRY     -  US
 KV6838  USGS QUAD   -  ORANGE (2016)
 KV6838
 KV6838                         *CURRENT SURVEY CONTROL
 KV6838  ______________________________________________________________________
 KV6838* NAD 83(2011) POSITION- 40 47 01.12893(N) 074 12 02.38891(W)   ADJUSTED
 KV6838* NAD 83(2011) ELLIP HT-    12.718 (meters)        (06/27/12)   ADJUSTED
 KV6838* NAD 83(2011) EPOCH   -  2010.00
 KV6838* NAVD 88 ORTHO HEIGHT -    45.1   (meters)      148.    (feet) GPS OBS
 KV6838  ______________________________________________________________________
 KV6838  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6838  GEOID HEIGHT    -        -32.540 (meters)                     GEOID90
 KV6838  GEOID HEIGHT    -        -32.374 (meters)                     GEOID18
 KV6838  NAD 83(2011) X  -  1,316,782.988 (meters)                     COMP
 KV6838  NAD 83(2011) Y  - -4,653,618.144 (meters)                     COMP
 KV6838  NAD 83(2011) Z  -  4,144,268.835 (meters)                     COMP
 KV6838  LAPLACE CORR    -          4.92  (seconds)                    DEFLEC18
 KV6838
 KV6838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6838  Standards:
 KV6838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6838  -------------------------------------------------------------------
 KV6838  NETWORK    0.71   1.02           0.25   0.32   0.52     -0.14426030
 KV6838  -------------------------------------------------------------------
 KV6838  Click here for local accuracies and other accuracy information.
 KV6838
 KV6838.The horizontal coordinates were established by GPS observations
 KV6838.and adjusted by the National Geodetic Survey in June 2012.
 KV6838
 KV6838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6838.been affixed to the stable North American tectonic plate. See 
 KV6838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6838
 KV6838.The horizontal coordinates are valid at the epoch date displayed above
 KV6838.which is a decimal equivalence of Year/Month/Day.
 KV6838
 KV6838.The orthometric height was determined by GPS observations and a
 KV6838.high-resolution geoid model.
 KV6838
 KV6838.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6838.GEOID18 height accuracy estimate available here.
 KV6838
 KV6838.Click photographs - Photos may exist for this station.
 KV6838
 KV6838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6838
 KV6838.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6838
 KV6838.The ellipsoidal height was determined by GPS observations
 KV6838.and is referenced to NAD 83.
 KV6838
 KV6838. The following values were computed from the NAD 83(2011) position.
 KV6838
 KV6838;                    North         East     Units Scale Factor Converg.
 KV6838;SPC NJ       -   216,566.674   175,264.387   MT  0.99990785   +0 11 43.9
 KV6838;SPC NJ       -   710,519.16    575,013.24   sFT  0.99990785   +0 11 43.9
 KV6838;UTM  18      - 4,515,047.591   567,445.083   MT  0.99965599   +0 31 19.7
 KV6838
 KV6838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6838!SPC NJ       -   0.99999801  x   0.99990785  =   0.99990586
 KV6838!UTM  18      -   0.99999801  x   0.99965599  =   0.99965400
 KV6838
 KV6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6744515047(NAD 83)
 KV6838
 KV6838|---------------------------------------------------------------------|
 KV6838| PID    Reference Object                     Distance      Geod. Az  |
 KV6838|                                                           dddmmss.s |
 KV6838| KV6839 BLOOM 2                             382.467 METERS 01440     |
 KV6838|---------------------------------------------------------------------|
 KV6838
 KV6838                          SUPERSEDED SURVEY CONTROL
 KV6838
 KV6838  NAD 83(2007)-  40 47 01.12912(N)    074 12 02.38967(W) AD(2002.00) 0
 KV6838  ELLIP H (02/10/07)   12.733  (m)                       GP(2002.00)    
 KV6838  ELLIP H (10/23/02)   12.731  (m)                       GP(       ) 4 1
 KV6838  NAD 83(1996)-  40 47 01.12936(N)    074 12 02.39009(W) AD(       ) 1
 KV6838  ELLIP H (05/14/99)   12.744  (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
 KV6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6838.See file dsdata.pdf to determine how the superseded data were derived.
 KV6838
 KV6838_MARKER: DD = SURVEY DISK
 KV6838_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6838_SP_SET: SAFETY WALK
 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 - September 29, 2020
 KV6838
 KV6838  HISTORY     - Date     Condition        Report By
 KV6838  HISTORY     - 1991     MONUMENTED       NJDT
 KV6838  HISTORY     - 19920422 GOOD             NJGS
 KV6838  HISTORY     - 20200929 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.
 KV6838
 KV6838                          STATION RECOVERY (2020)
 KV6838
 KV6838'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6839 ***********************************************************************
 KV6839  DESIGNATION -  BLOOM 2
 KV6839  PID         -  KV6839
 KV6839  STATE/COUNTY-  NJ/ESSEX
 KV6839  COUNTRY     -  US
 KV6839  USGS QUAD   -  ORANGE (2016)
 KV6839
 KV6839                         *CURRENT SURVEY CONTROL
 KV6839  ______________________________________________________________________
 KV6839* NAD 83(2011) POSITION- 40 47 13.12406(N) 074 11 58.26061(W)   ADJUSTED
 KV6839* NAD 83(2011) ELLIP HT-    19.318 (meters)        (06/27/12)   ADJUSTED
 KV6839* NAD 83(2011) EPOCH   -  2010.00
 KV6839* NAVD 88 ORTHO HEIGHT -    51.7   (meters)      170.    (feet) GPS OBS
 KV6839  ______________________________________________________________________
 KV6839  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6839  GEOID HEIGHT    -        -32.540 (meters)                     GEOID90
 KV6839  GEOID HEIGHT    -        -32.370 (meters)                     GEOID18
 KV6839  NAD 83(2011) X  -  1,316,811.675 (meters)                     COMP
 KV6839  NAD 83(2011) Y  - -4,653,364.025 (meters)                     COMP
 KV6839  NAD 83(2011) Z  -  4,144,553.309 (meters)                     COMP
 KV6839  LAPLACE CORR    -          4.89  (seconds)                    DEFLEC18
 KV6839
 KV6839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6839  Standards:
 KV6839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6839  -------------------------------------------------------------------
 KV6839  NETWORK    0.54   0.86           0.21   0.23   0.44     -0.06033316
 KV6839  -------------------------------------------------------------------
 KV6839  Click here for local accuracies and other accuracy information.
 KV6839
 KV6839.The horizontal coordinates were established by GPS observations
 KV6839.and adjusted by the National Geodetic Survey in June 2012.
 KV6839
 KV6839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6839.been affixed to the stable North American tectonic plate. See 
 KV6839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6839
 KV6839.The horizontal coordinates are valid at the epoch date displayed above
 KV6839.which is a decimal equivalence of Year/Month/Day.
 KV6839
 KV6839.The orthometric height was determined by GPS observations and a
 KV6839.high-resolution geoid model.
 KV6839
 KV6839.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6839.GEOID18 height accuracy estimate available here.
 KV6839
 KV6839.Click photographs - Photos may exist for this station.
 KV6839
 KV6839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6839
 KV6839.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6839
 KV6839.The ellipsoidal height was determined by GPS observations
 KV6839.and is referenced to NAD 83.
 KV6839
 KV6839. The following values were computed from the NAD 83(2011) position.
 KV6839
 KV6839;                    North         East     Units Scale Factor Converg.
 KV6839;SPC NJ       -   216,936.984   175,359.907   MT  0.99990791   +0 11 46.6
 KV6839;SPC NJ       -   711,734.09    575,326.63   sFT  0.99990791   +0 11 46.6
 KV6839;UTM  18      - 4,515,418.346   567,538.466   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6753815418(NAD 83)
 KV6839
 KV6839|---------------------------------------------------------------------|
 KV6839| PID    Reference Object                     Distance      Geod. Az  |
 KV6839|                                                           dddmmss.s |
 KV6839| KV6838 BLOOM 1                             382.467 METERS 19440     |
 KV6839|---------------------------------------------------------------------|
 KV6839
 KV6839                          SUPERSEDED SURVEY CONTROL
 KV6839
 KV6839  NAD 83(2007)-  40 47 13.12425(N)    074 11 58.26137(W) AD(2002.00) 0
 KV6839  ELLIP H (02/10/07)   19.334  (m)                       GP(2002.00)    
 KV6839  ELLIP H (10/23/02)   19.332  (m)                       GP(       ) 4 1
 KV6839  NAD 83(1996)-  40 47 13.12449(N)    074 11 58.26182(W) AD(       ) 1
 KV6839  ELLIP H (05/14/99)   19.344  (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
 KV6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6839.See file dsdata.pdf to determine how the superseded data were derived.
 KV6839
 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 = JULY 24, 2026 22:12:30 EDT
 KV0895 ***********************************************************************
 KV0895  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0895  DESIGNATION -  BLUFF
 KV0895  PID         -  KV0895
 KV0895  STATE/COUNTY-  NJ/MONMOUTH
 KV0895  COUNTRY     -  US
 KV0895  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0895
 KV0895                         *CURRENT SURVEY CONTROL
 KV0895  ______________________________________________________________________
 KV0895* NAD 83(2011) POSITION- 40 19 44.46364(N) 074 00 44.43021(W)   ADJUSTED
 KV0895* NAD 83(2011) ELLIP HT-   -30.126 (meters)        (06/27/12)   ADJUSTED
 KV0895* NAD 83(2011) EPOCH   -  2010.00
 KV0895* NAVD 88 ORTHO HEIGHT -     2.523 (meters)        8.28  (feet) ADJUSTED
 KV0895  ______________________________________________________________________
 KV0895  GEOID HEIGHT    -        -32.649 (meters)                     GEOID18
 KV0895  NAD 83(2011) X  -  1,341,103.462 (meters)                     COMP
 KV0895  NAD 83(2011) Y  - -4,680,788.682 (meters)                     COMP
 KV0895  NAD 83(2011) Z  -  4,105,884.702 (meters)                     COMP
 KV0895  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 KV0895  DYNAMIC HEIGHT  -          2.521 (meters)        8.27  (feet) COMP
 KV0895  MODELED GRAVITY -    980,185.0   (mgal)                       NAVD 88
 KV0895
 KV0895  VERT ORDER      -  FIRST     CLASS II
 KV0895
 KV0895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0895  Standards:
 KV0895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0895  -------------------------------------------------------------------
 KV0895  NETWORK    0.34   0.57           0.15   0.13   0.29      0.06954351
 KV0895  -------------------------------------------------------------------
 KV0895  Click here for local accuracies and other accuracy information.
 KV0895
 KV0895.The horizontal coordinates were established by GPS observations
 KV0895.and adjusted by the National Geodetic Survey in June 2012.
 KV0895
 KV0895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0895.been affixed to the stable North American tectonic plate. See 
 KV0895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0895
 KV0895.The horizontal coordinates are valid at the epoch date displayed above
 KV0895.which is a decimal equivalence of Year/Month/Day.
 KV0895
 KV0895.The orthometric height was determined by differential leveling and
 KV0895.adjusted by the NATIONAL GEODETIC SURVEY
 KV0895.in July 2020.
 KV0895
 KV0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0895.GEOID18 height accuracy estimate available here.
 KV0895
 KV0895.This Tidal Bench Mark is designated as VM 2579
 KV0895.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0895
 KV0895.Click photographs - Photos may exist for this station.
 KV0895
 KV0895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0895
 KV0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0895
 KV0895.The ellipsoidal height was determined by GPS observations
 KV0895.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0895
 KV0895;                    North         East     Units Scale Factor Converg.
 KV0895;SPC NJ       -   166,158.281   191,438.405   MT  0.99992113   +0 18 56.2
 KV0895;SPC NJ       -   545,137.63    628,077.50   sFT  0.99992113   +0 18 56.2
 KV0895;UTM  18      - 4,464,744.025   583,900.876   MT  0.99968665   +0 38 21.2
 KV0895
 KV0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0895!SPC NJ       -   1.00000473  x   0.99992113  =   0.99992586
 KV0895!UTM  18      -   1.00000473  x   0.99968665  =   0.99969137
 KV0895
 KV0895:                Primary Azimuth Mark                     Grid Az
 KV0895:SPC NJ       -  MAY                                      351 58 17.1
 KV0895:UTM  18      -  MAY                                      351 38 52.1
 KV0895
 KV0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8390064744(NAD 83)
 KV0895
 KV0895|---------------------------------------------------------------------|
 KV0895| PID    Reference Object                     Distance      Geod. Az  |
 KV0895|                                                           dddmmss.s |
 KV0895| KV6242 BLUFF RM 1                           14.582 METERS 07344     |
 KV0895| KV6243 BLUFF RM 2                           13.142 METERS 17916     |
 KV0895| KV5033 LITTLE SILVER GOOSENECK BRI LT      APPROX. 0.7 KM 2350331.5 |
 KV0895| KV5031 LITTLE SILVER WATER TANK            APPROX. 1.0 KM 3241802.2 |
 KV0895| KV5029 LITTLE SILVER PONTON WINDMILL       APPROX. 1.0 KM 3354105.8 |
 KV0895| KV5940 HIGHLANDS ATT MICROWAVE TOWER       APPROX. 8.7 KM 3415506.9 |
 KV0895| KV5059 RUMSON COUNTRY CLUB TANK            APPROX. 2.0 KM 3465417.0 |
 KV0895| KV5030 MAY                                 APPROX. 0.9 KM 3521713.3 |
 KV0895| KV0894 1                                    11.987 METERS 35500     |
 KV0895|---------------------------------------------------------------------|
 KV0895
 KV0895                          SUPERSEDED SURVEY CONTROL
 KV0895
 KV0895  NAD 83(2007)-  40 19 44.46405(N)    074 00 44.43065(W) AD(2002.00) 0
 KV0895  ELLIP H (02/10/07)  -30.115  (m)                       GP(2002.00)    
 KV0895  ELLIP H (10/23/02)  -30.099  (m)                       GP(       ) 4 1
 KV0895  NAD 83(1996)-  40 19 44.46398(N)    074 00 44.43078(W) AD(       ) 1
 KV0895  ELLIP H (05/14/99)  -30.115  (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)  -30.149  (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               2.52   (m)            8.3    (f) LEVELING    3  
 KV0895  NAVD 88               2.52   (m)            8.3    (f) LEVELING    3  
 KV0895  NAVD 88 (06/15/91)    2.517  (m)            8.26   (f) SUPERSEDED  2 0
 KV0895  NGVD 29 (04/16/92)    2.839  (m)            9.31   (f) ADJUSTED    2 0
 KV0895  NGVD 29               2.88   (m)            9.4    (f) LEVELING    3  
 KV0895  NGVD 29 (??/??/87)    2.881  (m)            9.45   (f) SUPERSEDED  2 0
 KV0895
 KV0895.Superseded values are not recommended for survey control.
 KV0895
 KV0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0895.See file dsdata.pdf to determine how the superseded data were derived.
 KV0895
 KV0895_MARKER: DD = SURVEY DISK
 KV0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0895_STAMPING: BLUFF 1934
 KV0895_MARK LOGO: USACE
 KV0895_PROJECTION: FLUSH
 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 - June 13, 2019
 KV0895
 KV0895  HISTORY     - Date     Condition        Report By
 KV0895  HISTORY     - 19340404 MONUMENTED       USACE
 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  HISTORY     - 20061016 GOOD             INDIV
 KV0895  HISTORY     - 20190613 GOOD             NJGS
 KV0895
 KV0895                          STATION DESCRIPTION
 KV0895
 KV0895'DESCRIBED BY US ARMY CORPS OF 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'(USE) REFERENCE WAS NOT 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.
 KV0895
 KV0895                          STATION RECOVERY (2006)
 KV0895
 KV0895'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MG)
 KV0895'RECOVERED AS IN (1988) WITH REVISIONS NO FLOWER BED FOUND, MARK IS IN
 KV0895'THE LAWN, HOMEOWNER'S PHONE 732 229 6156.
 KV0895
 KV0895                          STATION RECOVERY (2019)
 KV0895
 KV0895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV0895'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) SOUTHEAST OF KEYPORT, 7.5
 KV0895'MI (12.1 KM) NORTH OF ASBURY PARK AND 2.0 MI (3.2 KM) NORTH-NORTHWEST
 KV0895'OF LONG BRANCH, IN OCEANPORT.
 KV0895'
 KV0895'TO REACH THE STATION FROM THE JUNCTION OF SEVEN BRIDGES ROAD AND GOOSE
 KV0895'NECK POINT ROAD GO 0.45 MI (0.72 KM) EAST-NORTHEAST ON GOOSENECK ROAD
 KV0895'TO THE CUL-DE-SAC AND TO HOUSE NUMBER 93 AND THE STATION IN THE REAR
 KV0895'YARD BETWEEN THE HOUSE AND BULKHEAD.
 KV0895'
 KV0895'THE STATION IS IN THE NORTH LAWN OF THE PROPERTY OF NUMBER 93
 KV0895'GOOSENECK POINT ROAD, 48 FT (14.6 M) SOUTH-SOUTHWEST OF THE BULKHEAD,
 KV0895'46 FT (14.0 M) SOUTH OF THE BULKHEAD, 116 FT (35.4 M) EAST OF A FLAG
 KV0895'POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4041 ***********************************************************************
 KV4041  DESIGNATION -  BLUFF
 KV4041  PID         -  KV4041
 KV4041  STATE/COUNTY-  NJ/HUDSON
 KV4041  COUNTRY     -  US
 KV4041  USGS QUAD   -  WEEHAWKEN (2016)
 KV4041
 KV4041                         *CURRENT SURVEY CONTROL
 KV4041  ______________________________________________________________________
 KV4041* NAD 83(1996) POSITION- 40 48 17.28392(N) 074 03 00.01158(W)   ADJUSTED
 KV4041* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4041  ______________________________________________________________________
 KV4041  GEOID HEIGHT    -        -31.920 (meters)                     GEOID18
 KV4041  LAPLACE CORR    -          7.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4041.GEOID18 height accuracy estimate available here.
 KV4041
 KV4041.Click photographs - Photos may exist for this station.
 KV4041
 KV4041.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4041
 KV4041. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4041:SPC NJ       -  CORN                                     073 14 09.8
 KV4041:SPC NY L     -  CORN                                     073 33 46.1
 KV4041:UTM  18      -  CORN                                     072 54 33.4
 KV4041
 KV4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8013117522(NAD 83)
 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
 KV4041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4041.See file dsdata.pdf to determine how the superseded data were derived.
 KV4041
 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 = JULY 24, 2026 22:12:30 EDT
 KV5677 ***********************************************************************
 KV5677  DESIGNATION -  BLUFF
 KV5677  PID         -  KV5677
 KV5677  STATE/COUNTY-  NJ/BURLINGTON
 KV5677  COUNTRY     -  US
 KV5677  USGS QUAD   -  BRISTOL (2019)
 KV5677
 KV5677                         *CURRENT SURVEY CONTROL
 KV5677  ______________________________________________________________________
 KV5677* NAD 83(1996) POSITION- 40 07 09.70243(N) 074 47 37.29340(W)   ADJUSTED
 KV5677* NAVD 88 ORTHO HEIGHT -    20.    (meters)       66.    (feet) SCALED
 KV5677  ______________________________________________________________________
 KV5677  GEOID HEIGHT    -        -32.875 (meters)                     GEOID18
 KV5677  LAPLACE CORR    -          3.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5677.GEOID18 height accuracy estimate available here.
 KV5677
 KV5677.Click photographs - Photos may exist for this station.
 KV5677
 KV5677.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5677
 KV5677. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960587
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1757941025(NAD 83)
 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
 KV5677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5677.See file dsdata.pdf to determine how the superseded data were derived.
 KV5677
 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 = JULY 24, 2026 22:12:30 EDT
 KV6242 ***********************************************************************
 KV6242  DESIGNATION -  BLUFF RM 1
 KV6242  PID         -  KV6242
 KV6242  STATE/COUNTY-  NJ/MONMOUTH
 KV6242  COUNTRY     -  US
 KV6242  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6242
 KV6242                         *CURRENT SURVEY CONTROL
 KV6242  ______________________________________________________________________
 KV6242* NAD 83(1996) POSITION- 40 19 44.59641(N) 074 00 43.83863(W)   NO CHECK
 KV6242* NAVD 88 ORTHO HEIGHT -     2.222 (meters)        7.29  (feet) ADJUSTED
 KV6242  ______________________________________________________________________
 KV6242  GEOID HEIGHT    -        -32.649 (meters)                     GEOID18
 KV6242  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 KV6242  DYNAMIC HEIGHT  -          2.221 (meters)        7.29  (feet) COMP
 KV6242  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 KV6242
 KV6242  HORZ ORDER      -  THIRD
 KV6242  VERT ORDER      -  FIRST     CLASS II
 KV6242
 KV6242.The horizontal coordinates were established by classical geodetic methods
 KV6242.and adjusted by the National Geodetic Survey in September 1999.
 KV6242
 KV6242.No horizontal observational check was made to the station.
 KV6242
 KV6242.The orthometric height was determined by differential leveling and
 KV6242.adjusted by the NATIONAL GEODETIC SURVEY
 KV6242.in July 2020.
 KV6242
 KV6242.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6242.GEOID18 height accuracy estimate available here.
 KV6242
 KV6242.Click photographs - Photos may exist for this station.
 KV6242
 KV6242.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6242
 KV6242.The dynamic height is computed by dividing the NAVD 88
 KV6242.geopotential number by the normal gravity value computed on the
 KV6242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6242.degrees latitude (g = 980.6199 gals.).
 KV6242
 KV6242.The modeled gravity was interpolated from observed gravity values.
 KV6242
 KV6242. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000477  x   0.99992114  =   0.99992591
 KV6242!UTM  18      -   1.00000477  x   0.99968668  =   0.99969145
 KV6242
 KV6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8391464748(NAD 83)
 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
 KV6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6242.See file dsdata.pdf to determine how the superseded data were derived.
 KV6242
 KV6242_MARKER: DR = REFERENCE MARK DISK
 KV6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6242_STAMPING: BLUFF NO 1 1934
 KV6242_MARK LOGO: CGS
 KV6242_PROJECTION: RECESSED 8 CENTIMETERS
 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 - June 13, 2019
 KV6242
 KV6242  HISTORY     - Date     Condition        Report By
 KV6242  HISTORY     - 1934     MONUMENTED       CGS
 KV6242  HISTORY     - 19881104 GOOD             NJGS
 KV6242  HISTORY     - 20190613 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.
 KV6242
 KV6242                          STATION RECOVERY (2019)
 KV6242
 KV6242'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV6242'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) SOUTHEAST OF KEYPORT, 7.5
 KV6242'MI (12.1 KM) NORTH OF ASBURY PARK AND 2.0 MI (3.2 KM) NORTH-NORTHWEST
 KV6242'OF LONG BRANCH, IN OCEANPORT.
 KV6242'
 KV6242'TO REACH THE STATION FROM THE JUNCTION OF SEVEN BRIDGES ROAD AND GOOSE
 KV6242'NECK POINT ROAD GO 0.45 MI (0.72 KM) EAST-NORTHEAST ON GOOSENECK ROAD
 KV6242'TO THE CUL-DE-SAC AND TO HOUSE NUMBER 93 AND THE STATION IN THE REAR
 KV6242'YARD BETWEEN THE HOUSE AND BULKHEAD.
 KV6242'
 KV6242'THE STATION IS IN THE NORTH LAWN, 66.9 FT (20.4 M) NORTH OF THE
 KV6242'NORTHWEST CORNER OF A WALL FOR A GATE SURROUNDING THE POOL AND PATIO
 KV6242'AREA, 99 FT (30.2 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 KV6242'FENCE, 162.8 FT (49.6 M) EAST-NORTHEAST OF A FLAG POLE, 43.9 FT (13.4
 KV6242'M) SOUTH-SOUTHEAST OF THE WOODEN BULKHEAD, 47.7 FT (14.5 M)
 KV6242'EAST-NORTHEAST OF STATION BLUFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6243 ***********************************************************************
 KV6243  DESIGNATION -  BLUFF RM 2
 KV6243  PID         -  KV6243
 KV6243  STATE/COUNTY-  NJ/MONMOUTH
 KV6243  COUNTRY     -  US
 KV6243  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6243
 KV6243                         *CURRENT SURVEY CONTROL
 KV6243  ______________________________________________________________________
 KV6243* NAD 83(1996) POSITION- 40 19 44.03810(N) 074 00 44.42451(W)   NO CHECK
 KV6243* NAVD 88 ORTHO HEIGHT -     3.143 (meters)       10.31  (feet) ADJUSTED
 KV6243  ______________________________________________________________________
 KV6243  GEOID HEIGHT    -        -32.649 (meters)                     GEOID18
 KV6243  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 KV6243  DYNAMIC HEIGHT  -          3.142 (meters)       10.31  (feet) COMP
 KV6243  MODELED GRAVITY -    980,184.9   (mgal)                       NAVD 88
 KV6243
 KV6243  HORZ ORDER      -  THIRD
 KV6243  VERT ORDER      -  FIRST     CLASS II
 KV6243
 KV6243.The horizontal coordinates were established by classical geodetic methods
 KV6243.and adjusted by the National Geodetic Survey in September 1999.
 KV6243
 KV6243.No horizontal observational check was made to the station.
 KV6243
 KV6243.The orthometric height was determined by differential leveling and
 KV6243.adjusted by the NATIONAL GEODETIC SURVEY
 KV6243.in July 2020.
 KV6243
 KV6243.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6243.GEOID18 height accuracy estimate available here.
 KV6243
 KV6243.Click photographs - Photos may exist for this station.
 KV6243
 KV6243.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6243
 KV6243.The dynamic height is computed by dividing the NAVD 88
 KV6243.geopotential number by the normal gravity value computed on the
 KV6243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6243.degrees latitude (g = 980.6199 gals.).
 KV6243
 KV6243.The modeled gravity was interpolated from observed gravity values.
 KV6243
 KV6243. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000463  x   0.99992113  =   0.99992576
 KV6243!UTM  18      -   1.00000463  x   0.99968665  =   0.99969128
 KV6243
 KV6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8390164730(NAD 83)
 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
 KV6243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6243.See file dsdata.pdf to determine how the superseded data were derived.
 KV6243
 KV6243_MARKER: DR = REFERENCE MARK DISK
 KV6243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6243_STAMPING: BLUFF NO 2 1934
 KV6243_MARK LOGO: CGS
 KV6243_PROJECTION: RECESSED 8 CENTIMETERS
 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 - June 13, 2019
 KV6243
 KV6243  HISTORY     - Date     Condition        Report By
 KV6243  HISTORY     - 1934     MONUMENTED       CGS
 KV6243  HISTORY     - 19881104 POOR             NJGS
 KV6243  HISTORY     - 20190613 GOOD             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..
 KV6243
 KV6243                          STATION RECOVERY (2019)
 KV6243
 KV6243'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV6243'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) SOUTHEAST OF KEYPORT, 7.5
 KV6243'MI (12.1 KM) NORTH OF ASBURY PARK AND 2.0 MI (3.2 KM) NORTH-NORTHWEST
 KV6243'OF LONG BRANCH, IN OCEANPORT.
 KV6243'
 KV6243'TO REACH THE STATION FROM THE JUNCTION OF SEVEN BRIDGES ROAD AND GOOSE
 KV6243'NECK POINT ROAD GO 0.45 MI (0.72 KM) EAST-NORTHEAST ON GOOSENECK ROAD
 KV6243'TO THE CUL-DE-SAC AND TO HOUSE NUMBER 93 AND THE STATION IN THE REAR
 KV6243'YARD BETWEEN THE HOUSE AND BULKHEAD.
 KV6243'
 KV6243'THE STATION IS IN THE NORTH LAWN OF THE PROPERTY OF NUMBER 93
 KV6243'GOOSENECK POINT ROAD, 36.5 FT (11.1 M) NORTHEAST OF THE NORTHEAST
 KV6243'CORNER OF THE NORTHWEST PORCH COLUMN, 28.6 FT (8.7 M) NORTH-NORTHEAST
 KV6243'OF THE NORTHEAST CORNER OF THE NORTHEAST PORCH COLUMN, 35.6 FT (10.9
 KV6243'M) NORTHWEST OF THE NORTHWEST CORNER OF THE STONE STEPS LEADING TO A
 KV6243'PATIO, 120.5 FT (36.7 M) SOUTHWEST OF A FLAG POLE, 86.6 FT (26.4 M)
 KV6243'SOUTH OF THE BULKHEAD, 11 FT (3.4 M) SOUTHWEST OF A 36 INCH (91 CM)
 KV6243'TREE, 43.1 FT (13.1 M) SOUTH-SOUTHWEST OF STATION BLUFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0009 ***********************************************************************
 KV0009  DESIGNATION -  BM NJGS RESET
 KV0009  PID         -  KV0009
 KV0009  STATE/COUNTY-  NJ/MIDDLESEX
 KV0009  COUNTRY     -  US
 KV0009  USGS QUAD   -  PERTH AMBOY (2016)
 KV0009
 KV0009                         *CURRENT SURVEY CONTROL
 KV0009  ______________________________________________________________________
 KV0009* NAD 83(1986) POSITION- 40 30 22.     (N) 074 16 00.     (W)   SCALED
 KV0009* NAVD 88 ORTHO HEIGHT -    18.258 (meters)       59.90  (feet) ADJUSTED
 KV0009  ______________________________________________________________________
 KV0009  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 KV0009  DYNAMIC HEIGHT  -         18.250 (meters)       59.88  (feet) COMP
 KV0009  MODELED GRAVITY -    980,218.0   (mgal)                       NAVD 88
 KV0009
 KV0009  VERT ORDER      -  SECOND    CLASS 0
 KV0009
 KV0009.The horizontal coordinates were scaled from a map and have
 KV0009.an estimated accuracy of +/- 6 seconds.
 KV0009
 KV0009.The orthometric height was determined by differential leveling and
 KV0009.adjusted by the NATIONAL GEODETIC SURVEY
 KV0009.in June 1991.
 KV0009
 KV0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0009.GEOID18 height accuracy estimate available here.
 KV0009
 KV0009.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK621841(NAD 83)
 KV0009
 KV0009                          SUPERSEDED SURVEY CONTROL
 KV0009
 KV0009  NGVD 29 (04/16/92)   18.560  (m)           60.89   (f) ADJUSTED    2 0
 KV0009  NGVD 29 (??/??/87)   18.598  (m)           61.02   (f) SUPERSEDED  2 0
 KV0009
 KV0009.Superseded values are not recommended for survey control.
 KV0009
 KV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0009.See file dsdata.pdf to determine how the superseded data were derived.
 KV0009
 KV0009_MARKER: DD = SURVEY DISK
 KV0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0009_MARK LOGO: CGS+SS
 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  HISTORY     - 20210825 MARK NOT FOUND   NJGS
 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.
 KV0009
 KV0009                          STATION RECOVERY (2021)
 KV0009
 KV0009'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0009'MONUMENT WAS NOT FOUND, THE TRIANGULAR FLOWER BED WAS REPLACED WITH A
 KV0009'TRIANGULAR CONCRETE PAD THAT SUPPORTS A LARGE BELL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ5346 ***********************************************************************
 DJ5346  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5346  DESIGNATION -  BM PUTZIGER
 DJ5346  PID         -  DJ5346
 DJ5346  STATE/COUNTY-  NJ/SALEM
 DJ5346  COUNTRY     -  US
 DJ5346  USGS QUAD   -  ELMER (2019)
 DJ5346
 DJ5346                         *CURRENT SURVEY CONTROL
 DJ5346  ______________________________________________________________________
 DJ5346* NAD 83(2011) POSITION- 39 36 54.91852(N) 075 13 50.83032(W)   ADJUSTED
 DJ5346* NAD 83(2011) ELLIP HT-     7.997 (meters)        (06/27/12)   ADJUSTED
 DJ5346* NAD 83(2011) EPOCH   -  2010.00
 DJ5346* NAVD 88 ORTHO HEIGHT -    41.46  (meters)      136.0   (feet) GPS OBS
 DJ5346  ______________________________________________________________________
 DJ5346  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5346  GEOID HEIGHT    -        -33.452 (meters)                     GEOID03
 DJ5346  GEOID HEIGHT    -        -33.460 (meters)                     GEOID18
 DJ5346  NAD 83(2011) X  -  1,254,253.010 (meters)                     COMP
 DJ5346  NAD 83(2011) Y  - -4,757,506.274 (meters)                     COMP
 DJ5346  NAD 83(2011) Z  -  4,045,174.391 (meters)                     COMP
 DJ5346  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 DJ5346
 DJ5346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5346  Standards:
 DJ5346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5346  -------------------------------------------------------------------
 DJ5346  NETWORK    0.69   1.94           0.30   0.26   0.99      0.06167360
 DJ5346  -------------------------------------------------------------------
 DJ5346  Click here for local accuracies and other accuracy information.
 DJ5346
 DJ5346.The horizontal coordinates were established by GPS observations
 DJ5346.and adjusted by the National Geodetic Survey in June 2012.
 DJ5346
 DJ5346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5346.been affixed to the stable North American tectonic plate. See 
 DJ5346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5346
 DJ5346.The horizontal coordinates are valid at the epoch date displayed above
 DJ5346.which is a decimal equivalence of Year/Month/Day.
 DJ5346
 DJ5346.The orthometric height was determined by GPS observations and a
 DJ5346.high-resolution geoid model using precise GPS observation and
 DJ5346.processing techniques.
 DJ5346
 DJ5346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5346.GEOID18 height accuracy estimate available here.
 DJ5346
 DJ5346.Click photographs - Photos may exist for this station.
 DJ5346
 DJ5346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5346
 DJ5346.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5346
 DJ5346.The ellipsoidal height was determined by GPS observations
 DJ5346.and is referenced to NAD 83.
 DJ5346
 DJ5346. The following values were computed from the NAD 83(2011) position.
 DJ5346
 DJ5346;                    North         East     Units Scale Factor Converg.
 DJ5346;SPC NJ       -    87,055.259    87,252.476   MT  0.99994846   -0 27 57.5
 DJ5346;SPC NJ       -   285,613.80    286,260.83   sFT  0.99994846   -0 27 57.5
 DJ5346;UTM  18      - 4,385,081.163   480,190.032   MT  0.99960483   -0 08 49.8
 DJ5346
 DJ5346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5346!SPC NJ       -   0.99999875  x   0.99994846  =   0.99994721
 DJ5346!UTM  18      -   0.99999875  x   0.99960483  =   0.99960358
 DJ5346
 DJ5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8019085081(NAD 83)
 DJ5346
 DJ5346                          SUPERSEDED SURVEY CONTROL
 DJ5346
 DJ5346  NAD 83(2007)-  39 36 54.91862(N)    075 13 50.83087(W) AD(2002.00) B
 DJ5346  ELLIP H (03/15/07)    8.018  (m)                       GP(2002.00) 4 1
 DJ5346
 DJ5346.Superseded values are not recommended for survey control.
 DJ5346
 DJ5346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5346.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5346
 DJ5346_MARKER: F = FLANGE-ENCASED ROD
 DJ5346_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5346_STAMPING: B.M. PUTZIGER 2005
 DJ5346_MARK LOGO: NGS
 DJ5346_PROJECTION: RECESSED 10 CENTIMETERS
 DJ5346_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ5346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ5346+STABILITY: POSITION/ELEVATION WELL
 DJ5346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5346+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2012
 DJ5346_ROD/PIPE-DEPTH: 16.5 meters
 DJ5346_SLEEVE-DEPTH  : 0.9 meters
 DJ5346
 DJ5346  HISTORY     - Date     Condition        Report By
 DJ5346  HISTORY     - 20050505 MONUMENTED       NJGS
 DJ5346  HISTORY     - 20061010 GOOD             NJGS
 DJ5346  HISTORY     - 20120119 GOOD             NGS
 DJ5346
 DJ5346                          STATION DESCRIPTION
 DJ5346
 DJ5346'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (FAC)
 DJ5346'THE STATION IS LOCATED IN UPPER PITTSGROVE TOWNSHIP, AT THE CROSSROADS
 DJ5346'COMMUNITY OF POLE TAVERN, SET AT THE UPPER PITTSGROVE TOWNSHIP
 DJ5346'MUNCIPAL COMPLEX ON THE NORTHWEST CORNER OF N.J.  ROUTE 77 AND
 DJ5346'JEFFERSON ROAD.  THE STATION IS SOUTH OF THE ROAD DEPARTMENT VEHICLE
 DJ5346'MAINTENANCE GARAGE.  THE GARAGE IS SOUTH-SOUTHWEST OF THE TOWNSHIP
 DJ5346'MUNICIPAL BUILDING.
 DJ5346'
 DJ5346'TO REACH THE STATION FROM THE JUNCTION OF N.J.  ROUTE 55 (EXIT 39B)
 DJ5346'AND STATE ROUTE 40, GO ABOUT 5.6 MI (9.01 KM) WEST ON ROUTE 40 TO A
 DJ5346'RIGHT TURN, AT MILE POST 20, IN THE BOROUGH OF ELMER, CONTINUE
 DJ5346'NORTH-NORTHWEST ON ROUTE 40 FOR ANOTHER 3.5 MI (5.63 KM) TO THE
 DJ5346'JUNCTION WITH STATE ROUTE 77 AT THE TRAFFIC CIRCLE IN POLE TAVERN, GO
 DJ5346'SOUTH ON ROUTE 77 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 DJ5346'
 DJ5346'THE STATION IS 18.1 M (59.4 FT) SOUTH OF THE SOUTH CORNER OF THE
 DJ5346'GARAGE BUILDING, 16.5 M (54.1 FT) SOUTHEAST OF POLE NUMBER B40009
 DJ5346'BT911-1 1/2, 11.7 M (38.4 FT) EAST OF THE CENTERLINE OF JEFFERSON
 DJ5346'ROAD, 3.2 M (10.5 FT) NORTHEAST OF A COMBINATION YIELD AND DO NOT
 DJ5346'ENTER SIGN WITH A WITNESS SIGN ATTACHED, 5.2 M (17.1 FT) NORTH OF AN
 DJ5346'INLET ON THE SIDE OF THE JUNCTION.
 DJ5346
 DJ5346                          STATION RECOVERY (2012)
 DJ5346
 DJ5346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DRD)
 DJ5346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0698 ***********************************************************************
 KV0698  DESIGNATION -  BM USWB
 KV0698  PID         -  KV0698
 KV0698  STATE/COUNTY-  NJ/MONMOUTH
 KV0698  COUNTRY     -  US
 KV0698  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0698
 KV0698                         *CURRENT SURVEY CONTROL
 KV0698  ______________________________________________________________________
 KV0698* NAD 83(1986) POSITION- 40 28 16.     (N) 074 00 41.     (W)   SCALED
 KV0698* NAVD 88 ORTHO HEIGHT -     4.685 (meters)       15.37  (feet) ADJUSTED
 KV0698  ______________________________________________________________________
 KV0698  GEOID HEIGHT    -        -32.429 (meters)                     GEOID18
 KV0698  DYNAMIC HEIGHT  -          4.683 (meters)       15.36  (feet) COMP
 KV0698  MODELED GRAVITY -    980,206.2   (mgal)                       NAVD 88
 KV0698
 KV0698  VERT ORDER      -  FIRST     CLASS II
 KV0698
 KV0698.The horizontal coordinates were scaled from a map and have
 KV0698.an estimated accuracy of +/- 6 seconds.
 KV0698
 KV0698.The orthometric height was determined by differential leveling and
 KV0698.adjusted by the NATIONAL GEODETIC SURVEY
 KV0698.in June 1991.
 KV0698
 KV0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0698.GEOID18 height accuracy estimate available here.
 KV0698
 KV0698.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK838805(NAD 83)
 KV0698
 KV0698                          SUPERSEDED SURVEY CONTROL
 KV0698
 KV0698  NGVD 29 (04/16/92)    5.012  (m)           16.44   (f) ADJUSTED    1 2
 KV0698  NGVD 29 (??/??/87)    5.077  (m)           16.66   (f) SUPERSEDED  1 2
 KV0698
 KV0698.Superseded values are not recommended for survey control.
 KV0698
 KV0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0698.See file dsdata.pdf to determine how the superseded data were derived.
 KV0698
 KV0698_MARKER: DD = SURVEY DISK
 KV0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0698_SP_SET: DOORSILL
 KV0698_STAMPING: 19.37
 KV0698_MARK LOGO: USWB
 KV0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV4029 ***********************************************************************
 KV4029  DESIGNATION -  BOARD
 KV4029  PID         -  KV4029
 KV4029  STATE/COUNTY-  NJ/BERGEN
 KV4029  COUNTRY     -  US
 KV4029  USGS QUAD   -  WEEHAWKEN (2016)
 KV4029
 KV4029                         *CURRENT SURVEY CONTROL
 KV4029  ______________________________________________________________________
 KV4029* NAD 83(1996) POSITION- 40 49 40.15375(N) 074 01 55.49377(W)   ADJUSTED
 KV4029* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4029  ______________________________________________________________________
 KV4029  GEOID HEIGHT    -        -31.844 (meters)                     GEOID18
 KV4029  LAPLACE CORR    -          7.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4029.GEOID18 height accuracy estimate available here.
 KV4029
 KV4029.Click photographs - Photos may exist for this station.
 KV4029
 KV4029.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4029
 KV4029. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99991917  =   0.99992406
 KV4029!SPC NY L     -   1.00000489  x   0.99999498  =   0.99999987
 KV4029!UTM  18      -   1.00000489  x   0.99968199  =   0.99968688
 KV4029
 KV4029:                Primary Azimuth Mark                     Grid Az
 KV4029:SPC NJ       -  KILN                                     035 09 48.3
 KV4029:SPC NY L     -  KILN                                     035 29 25.1
 KV4029:UTM  18      -  KILN                                     034 50 11.3
 KV4029
 KV4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8161520094(NAD 83)
 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
 KV4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4029.See file dsdata.pdf to determine how the superseded data were derived.
 KV4029
 KV4029_MARKER: DS = TRIANGULATION STATION DISK
 KV4029_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4029_MARK LOGO: CGS
 KV4029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5601 ***********************************************************************
 KV5601  DESIGNATION -  BOARD
 KV5601  PID         -  KV5601
 KV5601  STATE/COUNTY-  NJ/BURLINGTON
 KV5601  COUNTRY     -  US
 KV5601  USGS QUAD   -  BRISTOL (2019)
 KV5601
 KV5601                         *CURRENT SURVEY CONTROL
 KV5601  ______________________________________________________________________
 KV5601* NAD 83(1996) POSITION- 40 05 26.20583(N) 074 50 43.06773(W)   ADJUSTED
 KV5601* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5601  ______________________________________________________________________
 KV5601  GEOID HEIGHT    -        -32.879 (meters)                     GEOID18
 KV5601  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5601.GEOID18 height accuracy estimate available here.
 KV5601
 KV5601.Click photographs - Photos may exist for this station.
 KV5601
 KV5601.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5601
 KV5601. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000474  x   0.99991067  =   0.99991541
 KV5601!SPC PA S     -   1.00000474  x   0.99997913  =   0.99998387
 KV5601!UTM  18      -   1.00000474  x   0.99960214  =   0.99960688
 KV5601
 KV5601:                Primary Azimuth Mark                     Grid Az
 KV5601:SPC NJ       -  BURLINGTON ST PAULS CH SPIRE             211 25 50.2
 KV5601:SPC PA S     -  BURLINGTON ST PAULS CH SPIRE             209 19 25.3
 KV5601:UTM  18      -  BURLINGTON ST PAULS CH SPIRE             211 06 31.0
 KV5601
 KV5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1318737825(NAD 83)
 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
 KV5601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5601.See file dsdata.pdf to determine how the superseded data were derived.
 KV5601
 KV5601_MARKER: DS = TRIANGULATION STATION DISK
 KV5601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5601_STAMPING: BOARD 1935
 KV5601_MARK LOGO: CGS
 KV5601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5601+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4022 ***********************************************************************
 KV4022  DESIGNATION -  BOAT 1913
 KV4022  PID         -  KV4022
 KV4022  STATE/COUNTY-  NJ/BERGEN
 KV4022  COUNTRY     -  US
 KV4022  USGS QUAD   -  WEEHAWKEN (2016)
 KV4022
 KV4022                         *CURRENT SURVEY CONTROL
 KV4022  ______________________________________________________________________
 KV4022* NAD 83(1996) POSITION- 40 49 32.40499(N) 074 07 19.29060(W)   ADJUSTED
 KV4022* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4022  ______________________________________________________________________
 KV4022  GEOID HEIGHT    -        -32.150 (meters)                     GEOID18
 KV4022  LAPLACE CORR    -          6.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4022.GEOID18 height accuracy estimate available here.
 KV4022
 KV4022.Click photographs - Photos may exist for this station.
 KV4022
 KV4022.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4022
 KV4022. The following values were computed from the NAD 83(1996) position.
 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       -  FORD                                     196 32 39.3
 KV4022:SPC NY L     -  FORD                                     196 52 16.2
 KV4022:UTM  18      -  FORD                                     196 13 02.5
 KV4022
 KV4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7403319775(NAD 83)
 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  USSD        -  40 49 32.41700(N)    074 07 20.67100(W) AD(       ) 3
 KV4022
 KV4022.Superseded values are not recommended for survey control.
 KV4022
 KV4022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4022.See file dsdata.pdf to determine how the superseded data were derived.
 KV4022
 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 = JULY 24, 2026 22:12:30 EDT
 JU3086 ***********************************************************************
 JU3086  DESIGNATION -  BOCK
 JU3086  PID         -  JU3086
 JU3086  STATE/COUNTY-  NJ/GLOUCESTER
 JU3086  COUNTRY     -  US
 JU3086  USGS QUAD   -  WOODBURY (2019)
 JU3086
 JU3086                         *CURRENT SURVEY CONTROL
 JU3086  ______________________________________________________________________
 JU3086* NAD 83(1996) POSITION- 39 47 39.56313(N) 075 13 03.69119(W)   ADJUSTED
 JU3086* NAVD 88 ORTHO HEIGHT -    31.    (meters)      102.    (feet) SCALED
 JU3086  ______________________________________________________________________
 JU3086  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 JU3086  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3086.GEOID18 height accuracy estimate available here.
 JU3086
 JU3086.Click photographs - Photos may exist for this station.
 JU3086
 JU3086.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3086
 JU3086. The following values were computed from the NAD 83(1996) position.
 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       -  SCOTT                                    307 48 38.6
 JU3086:SPC PA S     -  SCOTT                                    305 42 30.3
 JU3086:UTM  18      -  SCOTT                                    307 29 26.5
 JU3086
 JU3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8136204952(NAD 83)
 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
 JU3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3086.See file dsdata.pdf to determine how the superseded data were derived.
 JU3086
 JU3086_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3086_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV3959 ***********************************************************************
 KV3959  DESIGNATION -  BOGOTA CONTINENTAL PAPER CHIM
 KV3959  PID         -  KV3959
 KV3959  STATE/COUNTY-  NJ/BERGEN
 KV3959  COUNTRY     -  US
 KV3959  USGS QUAD   -  WEEHAWKEN (2016)
 KV3959
 KV3959                         *CURRENT SURVEY CONTROL
 KV3959  ______________________________________________________________________
 KV3959* NAD 83(1996) POSITION- 40 52 05.71034(N) 074 02 02.59731(W)   ADJUSTED
 KV3959  ______________________________________________________________________
 KV3959  GEOID HEIGHT    -        -31.833 (meters)                     GEOID18
 KV3959  LAPLACE CORR    -          8.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3959.GEOID18 height accuracy estimate available here.
 KV3959
 KV3959.Click photographs - Photos may exist for this station.
 KV3959
 KV3959.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3959
 KV3959. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8139924581(NAD 83)
 KV3959
 KV3959                          SUPERSEDED SURVEY CONTROL
 KV3959
 KV3959  NAD 83(1996)-  40 52 05.71022(N)    074 02 02.59741(W) AD(       ) 3
 KV3959  NAD 83(1996)-  40 52 05.70916(N)    074 02 02.59878(W) AD(       ) 3
 KV3959  NAD 83(1992)-  40 52 05.70674(N)    074 02 02.59923(W) AD(       ) 3
 KV3959  NAD 83(1986)-  40 52 05.71645(N)    074 02 02.59521(W) AD(       ) 3
 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
 KV3959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3959.See file dsdata.pdf to determine how the superseded data were derived.
 KV3959
 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 = JULY 24, 2026 22:12:30 EDT
 KV3930 ***********************************************************************
 KV3930  DESIGNATION -  BOGOTA FED PAPER BOARD CHIMNEY
 KV3930  PID         -  KV3930
 KV3930  STATE/COUNTY-  NJ/BERGEN
 KV3930  COUNTRY     -  US
 KV3930  USGS QUAD   -  WEEHAWKEN (2016)
 KV3930
 KV3930                         *CURRENT SURVEY CONTROL
 KV3930  ______________________________________________________________________
 KV3930* NAD 83(1996) POSITION- 40 52 10.18046(N) 074 01 59.78787(W)   ADJUSTED
 KV3930  ______________________________________________________________________
 KV3930  GEOID HEIGHT    -        -31.830 (meters)                     GEOID18
 KV3930  LAPLACE CORR    -          8.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3930.GEOID18 height accuracy estimate available here.
 KV3930
 KV3930.Click photographs - Photos may exist for this station.
 KV3930
 KV3930.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3930
 KV3930. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8146324719(NAD 83)
 KV3930
 KV3930                          SUPERSEDED SURVEY CONTROL
 KV3930
 KV3930  NAD 83(1996)-  40 52 10.18034(N)    074 01 59.78797(W) AD(       ) 3
 KV3930  NAD 83(1996)-  40 52 10.17924(N)    074 01 59.78931(W) AD(       ) 3
 KV3930  NAD 83(1992)-  40 52 10.17682(N)    074 01 59.78983(W) AD(       ) 3
 KV3930  NAD 83(1986)-  40 52 10.18680(N)    074 01 59.78578(W) AD(       ) 3
 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
 KV3930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3930.See file dsdata.pdf to determine how the superseded data were derived.
 KV3930
 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 = JULY 24, 2026 22:12:30 EDT
 KV3931 ***********************************************************************
 KV3931  DESIGNATION -  BOGOTA FED PAPER BOARD TANK
 KV3931  PID         -  KV3931
 KV3931  STATE/COUNTY-  NJ/BERGEN
 KV3931  COUNTRY     -  US
 KV3931  USGS QUAD   -  WEEHAWKEN (2016)
 KV3931
 KV3931                         *CURRENT SURVEY CONTROL
 KV3931  ______________________________________________________________________
 KV3931* NAD 83(1996) POSITION- 40 52 09.40515(N) 074 01 59.35043(W)   ADJUSTED
 KV3931  ______________________________________________________________________
 KV3931  GEOID HEIGHT    -        -31.829 (meters)                     GEOID18
 KV3931  LAPLACE CORR    -          8.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3931.GEOID18 height accuracy estimate available here.
 KV3931
 KV3931.Click photographs - Photos may exist for this station.
 KV3931
 KV3931.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3931
 KV3931. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8147424695(NAD 83)
 KV3931
 KV3931                          SUPERSEDED SURVEY CONTROL
 KV3931
 KV3931  NAD 83(1996)-  40 52 09.40503(N)    074 01 59.35054(W) AD(       ) 3
 KV3931  NAD 83(1996)-  40 52 09.40394(N)    074 01 59.35188(W) AD(       ) 3
 KV3931  NAD 83(1992)-  40 52 09.40152(N)    074 01 59.35240(W) AD(       ) 3
 KV3931  NAD 83(1986)-  40 52 09.41146(N)    074 01 59.34832(W) AD(       ) 3
 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
 KV3931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3931.See file dsdata.pdf to determine how the superseded data were derived.
 KV3931
 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 = JULY 24, 2026 22:12:30 EDT
 KV3890 ***********************************************************************
 KV3890  DESIGNATION -  BOGOTA GEORGE M BREWSTER STACK
 KV3890  PID         -  KV3890
 KV3890  STATE/COUNTY-  NJ/BERGEN
 KV3890  COUNTRY     -  US
 KV3890  USGS QUAD   -  HACKENSACK (2019)
 KV3890
 KV3890                         *CURRENT SURVEY CONTROL
 KV3890  ______________________________________________________________________
 KV3890* NAD 83(1996) POSITION- 40 52 45.88153(N) 074 02 18.69897(W)   ADJUSTED
 KV3890  ______________________________________________________________________
 KV3890  GEOID HEIGHT    -        -31.846 (meters)                     GEOID18
 KV3890  LAPLACE CORR    -          8.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3890.GEOID18 height accuracy estimate available here.
 KV3890
 KV3890.Click photographs - Photos may exist for this station.
 KV3890
 KV3890.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3890
 KV3890. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8100925815(NAD 83)
 KV3890
 KV3890                          SUPERSEDED SURVEY CONTROL
 KV3890
 KV3890  NAD 83(1996)-  40 52 45.88141(N)    074 02 18.69908(W) AD(       ) 3
 KV3890  NAD 83(1996)-  40 52 45.88058(N)    074 02 18.70031(W) AD(       ) 3
 KV3890  NAD 83(1992)-  40 52 45.87801(N)    074 02 18.70082(W) AD(       ) 3
 KV3890  NAD 83(1986)-  40 52 45.88890(N)    074 02 18.69821(W) AD(       ) 3
 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
 KV3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3890.See file dsdata.pdf to determine how the superseded data were derived.
 KV3890
 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 = JULY 24, 2026 22:12:30 EDT
 KV3886 ***********************************************************************
 KV3886  DESIGNATION -  BOGOTA HIGH SCHOOL CUPOLA
 KV3886  PID         -  KV3886
 KV3886  STATE/COUNTY-  NJ/BERGEN
 KV3886  COUNTRY     -  US
 KV3886  USGS QUAD   -  HACKENSACK (2019)
 KV3886
 KV3886                         *CURRENT SURVEY CONTROL
 KV3886  ______________________________________________________________________
 KV3886* NAD 83(1996) POSITION- 40 52 40.08696(N) 074 01 25.29965(W)   ADJUSTED
 KV3886  ______________________________________________________________________
 KV3886  GEOID HEIGHT    -        -31.789 (meters)                     GEOID18
 KV3886  LAPLACE CORR    -          8.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3886.GEOID18 height accuracy estimate available here.
 KV3886
 KV3886.Click photographs - Photos may exist for this station.
 KV3886
 KV3886.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3886
 KV3886. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8226025650(NAD 83)
 KV3886
 KV3886                          SUPERSEDED SURVEY CONTROL
 KV3886
 KV3886  NAD 83(1996)-  40 52 40.08685(N)    074 01 25.29976(W) AD(       ) 3
 KV3886  NAD 83(1996)-  40 52 40.08575(N)    074 01 25.30095(W) AD(       ) 3
 KV3886  NAD 83(1992)-  40 52 40.08336(N)    074 01 25.30151(W) AD(       ) 3
 KV3886  NAD 83(1986)-  40 52 40.09393(N)    074 01 25.29725(W) AD(       ) 3
 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
 KV3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3886.See file dsdata.pdf to determine how the superseded data were derived.
 KV3886
 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 = JULY 24, 2026 22:12:30 EDT
 KV3896 ***********************************************************************
 KV3896  DESIGNATION -  BOGOTA SCHOOL 2 FLAGSTAFF
 KV3896  PID         -  KV3896
 KV3896  STATE/COUNTY-  NJ/BERGEN
 KV3896  COUNTRY     -  US
 KV3896  USGS QUAD   -  HACKENSACK (2019)
 KV3896
 KV3896                         *CURRENT SURVEY CONTROL
 KV3896  ______________________________________________________________________
 KV3896* NAD 83(1996) POSITION- 40 52 45.44074(N) 074 01 47.82654(W)   ADJUSTED
 KV3896  ______________________________________________________________________
 KV3896  GEOID HEIGHT    -        -31.813 (meters)                     GEOID18
 KV3896  LAPLACE CORR    -          8.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3896.GEOID18 height accuracy estimate available here.
 KV3896
 KV3896.Click photographs - Photos may exist for this station.
 KV3896
 KV3896.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3896
 KV3896. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8173125809(NAD 83)
 KV3896
 KV3896                          SUPERSEDED SURVEY CONTROL
 KV3896
 KV3896  NAD 83(1996)-  40 52 45.44061(N)    074 01 47.82664(W) AD(       ) 3
 KV3896  NAD 83(1996)-  40 52 45.43967(N)    074 01 47.82810(W) AD(       ) 3
 KV3896  NAD 83(1992)-  40 52 45.43720(N)    074 01 47.82842(W) AD(       ) 3
 KV3896  NAD 83(1986)-  40 52 45.44807(N)    074 01 47.82566(W) AD(       ) 3
 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
 KV3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3896.See file dsdata.pdf to determine how the superseded data were derived.
 KV3896
 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 = JULY 24, 2026 22:12:30 EDT
 KV1199 ***********************************************************************
 KV1199  DESIGNATION -  BOLT CNJRR
 KV1199  PID         -  KV1199
 KV1199  STATE/COUNTY-  NJ/HUNTERDON
 KV1199  COUNTRY     -  US
 KV1199  USGS QUAD   -  CALIFON (2019)
 KV1199
 KV1199                         *CURRENT SURVEY CONTROL
 KV1199  ______________________________________________________________________
 KV1199* NAD 83(1986) POSITION- 40 38 26.     (N) 074 51 37.     (W)   SCALED
 KV1199* NAVD 88 ORTHO HEIGHT -   112.289 (meters)      368.40  (feet) ADJUSTED
 KV1199  ______________________________________________________________________
 KV1199  GEOID HEIGHT    -        -33.608 (meters)                     GEOID18
 KV1199  DYNAMIC HEIGHT  -        112.236 (meters)      368.23  (feet) COMP
 KV1199  MODELED GRAVITY -    980,156.2   (mgal)                       NAVD 88
 KV1199
 KV1199  VERT ORDER      -  FIRST     CLASS II
 KV1199
 KV1199.The horizontal coordinates were scaled from a map and have
 KV1199.an estimated accuracy of +/- 6 seconds.
 KV1199
 KV1199.The orthometric height was determined by differential leveling and
 KV1199.adjusted by the NATIONAL GEODETIC SURVEY
 KV1199.in June 1991.
 KV1199
 KV1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1199.GEOID18 height accuracy estimate available here.
 KV1199
 KV1199.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK118988(NAD 83)
 KV1199
 KV1199                          SUPERSEDED SURVEY CONTROL
 KV1199
 KV1199  NGVD 29 (11/26/84)  112.526  (m)          369.18   (f) ADJUSTED    1 2
 KV1199
 KV1199.Superseded values are not recommended for survey control.
 KV1199
 KV1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1199.See file dsdata.pdf to determine how the superseded data were derived.
 KV1199
 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  HISTORY     - 20210608 MARK NOT FOUND   NJGS
 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.
 KV1199
 KV1199                          STATION RECOVERY (2021)
 KV1199
 KV1199'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1199'UNABLE TO FIND SAID BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1514 ***********************************************************************
 KV1514  DESIGNATION -  BOLT CNJRR
 KV1514  PID         -  KV1514
 KV1514  STATE/COUNTY-  NJ/HUNTERDON
 KV1514  COUNTRY     -  US
 KV1514  USGS QUAD   -  BLOOMSBURY (2019)
 KV1514
 KV1514                         *CURRENT SURVEY CONTROL
 KV1514  ______________________________________________________________________
 KV1514* NAD 83(1986) POSITION- 40 39 11.     (N) 075 05 08.     (W)   SCALED
 KV1514* NAVD 88 ORTHO HEIGHT -   101.348 (meters)      332.51  (feet) ADJUSTED
 KV1514  ______________________________________________________________________
 KV1514  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 KV1514  DYNAMIC HEIGHT  -        101.300 (meters)      332.35  (feet) COMP
 KV1514  MODELED GRAVITY -    980,152.5   (mgal)                       NAVD 88
 KV1514
 KV1514  VERT ORDER      -  FIRST     CLASS II
 KV1514
 KV1514.The horizontal coordinates were scaled from a map and have
 KV1514.an estimated accuracy of +/- 6 seconds.
 KV1514
 KV1514.The orthometric height was determined by differential leveling and
 KV1514.adjusted by the NATIONAL GEODETIC SURVEY
 KV1514.in June 1991.
 KV1514
 KV1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1514.GEOID18 height accuracy estimate available here.
 KV1514
 KV1514.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL927002(NAD 83)
 KV1514
 KV1514                          SUPERSEDED SURVEY CONTROL
 KV1514
 KV1514  NGVD 29 (11/26/84)  101.567  (m)          333.22   (f) ADJUSTED    1 2
 KV1514
 KV1514.Superseded values are not recommended for survey control.
 KV1514
 KV1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1514.See file dsdata.pdf to determine how the superseded data were derived.
 KV1514
 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 = JULY 24, 2026 22:12:30 EDT
 KU2825 ***********************************************************************
 KU2825  DESIGNATION -  BOMBPROOF USCA 1940
 KU2825  PID         -  KU2825
 KU2825  STATE/COUNTY-  NJ/MONMOUTH
 KU2825  COUNTRY     -  US
 KU2825  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2825
 KU2825                         *CURRENT SURVEY CONTROL
 KU2825  ______________________________________________________________________
 KU2825* NAD 83(1996) POSITION- 40 26 58.68204(N) 073 59 17.88893(W)   ADJUSTED
 KU2825* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2825  ______________________________________________________________________
 KU2825  GEOID HEIGHT    -        -32.500 (meters)                     GEOID18
 KU2825  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2825.GEOID18 height accuracy estimate available here.
 KU2825
 KU2825.Click photographs - Photos may exist for this station.
 KU2825
 KU2825.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2825
 KU2825. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000484  x   0.99992318  =   0.99992802
 KU2825!UTM  18      -   1.00000484  x   0.99969059  =   0.99969542
 KU2825
 KU2825:                Primary Azimuth Mark                     Grid Az
 KU2825:SPC NJ       -  KINGMILL                                 314 25 34.2
 KU2825:UTM  18      -  KINGMILL                                 314 06 06.2
 KU2825
 KU2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8578978155(NAD 83)
 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
 KU2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2825.See file dsdata.pdf to determine how the superseded data were derived.
 KU2825
 KU2825_MARKER: DD = SURVEY DISK
 KU2825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU2825_STAMPING: BOMBPROOF 1940
 KU2825_MARK LOGO: CGS
 KU2825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU2719 ***********************************************************************
 JU2719  DESIGNATION -  BONDS
 JU2719  PID         -  JU2719
 JU2719  STATE/COUNTY-  NJ/OCEAN
 JU2719  COUNTRY     -  US
 JU2719  USGS QUAD   -  TUCKERTON (2019)
 JU2719
 JU2719                         *CURRENT SURVEY CONTROL
 JU2719  ______________________________________________________________________
 JU2719* NAD 83(1996) POSITION- 39 31 55.00662(N) 074 15 54.26633(W)   ADJUSTED
 JU2719* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU2719  ______________________________________________________________________
 JU2719  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 JU2719  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2719.GEOID18 height accuracy estimate available here.
 JU2719
 JU2719.Click photographs - Photos may exist for this station.
 JU2719
 JU2719.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2719
 JU2719. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000491  x   0.99990502  =   0.99990993
 JU2719!UTM  18      -   1.00000491  x   0.99964911  =   0.99965402
 JU2719
 JU2719:                Primary Azimuth Mark                     Grid Az
 JU2719:SPC NJ       -  ST JAMES                                 029 45 48.5
 JU2719:UTM  18      -  ST JAMES                                 029 26 42.7
 JU2719
 JU2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6315976067(NAD 83)
 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
 JU2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2719.See file dsdata.pdf to determine how the superseded data were derived.
 JU2719
 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 = JULY 24, 2026 22:12:30 EDT
 KV5338 ***********************************************************************
 KV5338  DESIGNATION -  BONHAMTOWN NIXON NITRATE TANK
 KV5338  PID         -  KV5338
 KV5338  STATE/COUNTY-  NJ/MIDDLESEX
 KV5338  COUNTRY     -  US
 KV5338  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5338
 KV5338                         *CURRENT SURVEY CONTROL
 KV5338  ______________________________________________________________________
 KV5338* NAD 83(1996) POSITION- 40 29 44.07219(N) 074 21 46.23855(W)   ADJUSTED
 KV5338  ______________________________________________________________________
 KV5338  GEOID HEIGHT    -        -32.701 (meters)                     GEOID18
 KV5338  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5338.GEOID18 height accuracy estimate available here.
 KV5338
 KV5338.Click photographs - Photos may exist for this station.
 KV5338
 KV5338.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5338
 KV5338. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5399282958(NAD 83)
 KV5338
 KV5338                          SUPERSEDED SURVEY CONTROL
 KV5338
 KV5338  NAD 83(1996)-  40 29 44.07190(N)    074 21 46.23938(W) AD(       ) 3
 KV5338  NAD 83(1986)-  40 29 44.07398(N)    074 21 46.23878(W) AD(       ) 3
 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
 KV5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5338.See file dsdata.pdf to determine how the superseded data were derived.
 KV5338
 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 = JULY 24, 2026 22:12:30 EDT
 KV5339 ***********************************************************************
 KV5339  DESIGNATION -  BONHAMTOWN NIXON NITRATE STACK
 KV5339  PID         -  KV5339
 KV5339  STATE/COUNTY-  NJ/MIDDLESEX
 KV5339  COUNTRY     -  US
 KV5339  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5339
 KV5339                         *CURRENT SURVEY CONTROL
 KV5339  ______________________________________________________________________
 KV5339* NAD 83(1996) POSITION- 40 29 42.45485(N) 074 21 41.32635(W)   ADJUSTED
 KV5339  ______________________________________________________________________
 KV5339  GEOID HEIGHT    -        -32.698 (meters)                     GEOID18
 KV5339  LAPLACE CORR    -          5.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5339.GEOID18 height accuracy estimate available here.
 KV5339
 KV5339.Click photographs - Photos may exist for this station.
 KV5339
 KV5339.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5339
 KV5339. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5410882909(NAD 83)
 KV5339
 KV5339                          SUPERSEDED SURVEY CONTROL
 KV5339
 KV5339  NAD 83(1996)-  40 29 42.45456(N)    074 21 41.32717(W) AD(       ) 3
 KV5339  NAD 83(1986)-  40 29 42.45748(N)    074 21 41.31882(W) AD(       ) 3
 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
 KV5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5339.See file dsdata.pdf to determine how the superseded data were derived.
 KV5339
 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 = JULY 24, 2026 22:12:30 EDT
 JU2675 ***********************************************************************
 JU2675  DESIGNATION -  BONNET
 JU2675  PID         -  JU2675
 JU2675  STATE/COUNTY-  NJ/OCEAN
 JU2675  COUNTRY     -  US
 JU2675  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2675
 JU2675                         *CURRENT SURVEY CONTROL
 JU2675  ______________________________________________________________________
 JU2675* NAD 83(1996) POSITION- 39 39 29.90696(N) 074 11 40.36819(W)   ADJUSTED
 JU2675* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2675  ______________________________________________________________________
 JU2675  GEOID HEIGHT    -        -33.507 (meters)                     GEOID18
 JU2675  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2675.GEOID18 height accuracy estimate available here.
 JU2675
 JU2675.Click photographs - Photos may exist for this station.
 JU2675
 JU2675.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2675
 JU2675. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2675:SPC NJ       -  CLAM                                     291 27 23.0
 JU2675:UTM  18      -  CLAM                                     291 08 14.2
 JU2675
 JU2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6909590143(NAD 83)
 JU2675
 JU2675|---------------------------------------------------------------------|
 JU2675| PID    Reference Object                     Distance      Geod. Az  |
 JU2675|                                                           dddmmss.s |
 JU2675| CB1285 BONNET RM 1                           7.988 METERS 02537     |
 JU2675| CB1286 BONNET RM 2                          19.836 METERS 28902     |
 JU2675| JU2696 CLAM                                APPROX. 3.4 KM 2913904.8 |
 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
 JU2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2675.See file dsdata.pdf to determine how the superseded data were derived.
 JU2675
 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 = JULY 24, 2026 22:12:30 EDT
 KV5524 ***********************************************************************
 KV5524  DESIGNATION -  BORDENTOWN MANUAL TRAIN HS TK
 KV5524  PID         -  KV5524
 KV5524  STATE/COUNTY-  NJ/BURLINGTON
 KV5524  COUNTRY     -  US
 KV5524  USGS QUAD   -  TRENTON EAST (2019)
 KV5524
 KV5524                         *CURRENT SURVEY CONTROL
 KV5524  ______________________________________________________________________
 KV5524* NAD 83(1996) POSITION- 40 08 31.00934(N) 074 43 26.79347(W)   ADJUSTED
 KV5524  ______________________________________________________________________
 KV5524  GEOID HEIGHT    -        -32.813 (meters)                     GEOID18
 KV5524  LAPLACE CORR    -          4.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5524.GEOID18 height accuracy estimate available here.
 KV5524
 KV5524.Click photographs - Photos may exist for this station.
 KV5524
 KV5524.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5524
 KV5524. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2350143548(NAD 83)
 KV5524
 KV5524                          SUPERSEDED SURVEY CONTROL
 KV5524
 KV5524  NAD 83(1986)-  40 08 31.00546(N)    074 43 26.79199(W) AD(       ) 3
 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
 KV5524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5524.See file dsdata.pdf to determine how the superseded data were derived.
 KV5524
 KV5524_MARKER: 53 = ELEVATED 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 = JULY 24, 2026 22:12:30 EDT
 JU3303 ***********************************************************************
 JU3303  DESIGNATION -  BORELLI
 JU3303  PID         -  JU3303
 JU3303  STATE/COUNTY-  NJ/GLOUCESTER
 JU3303  COUNTRY     -  US
 JU3303  USGS QUAD   -  MARCUS HOOK (2019)
 JU3303
 JU3303                         *CURRENT SURVEY CONTROL
 JU3303  ______________________________________________________________________
 JU3303* NAD 83(1996) POSITION- 39 47 35.74367(N) 075 24 00.91697(W)   ADJUSTED
 JU3303* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3303  ______________________________________________________________________
 JU3303  GEOID HEIGHT    -        -33.009 (meters)                     GEOID18
 JU3303  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3303.GEOID18 height accuracy estimate available here.
 JU3303
 JU3303.Click photographs - Photos may exist for this station.
 JU3303
 JU3303.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3303
 JU3303. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU3303:SPC NJ       -  SPRINGER                                 120 27 11.6
 JU3303:SPC PA S     -  SPRINGER                                 118 21 09.0
 JU3303:UTM  18      -  SPRINGER                                 120 07 59.4
 JU3303
 JU3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6573104888(NAD 83)
 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
 JU3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3303.See file dsdata.pdf to determine how the superseded data were derived.
 JU3303
 JU3303_MARKER: DS = TRIANGULATION STATION DISK
 JU3303_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3302 ***********************************************************************
 JU3302  DESIGNATION -  BORELLI 2
 JU3302  PID         -  JU3302
 JU3302  STATE/COUNTY-  NJ/GLOUCESTER
 JU3302  COUNTRY     -  US
 JU3302  USGS QUAD   -  MARCUS HOOK (2019)
 JU3302
 JU3302                         *CURRENT SURVEY CONTROL
 JU3302  ______________________________________________________________________
 JU3302* NAD 83(1996) POSITION- 39 47 36.38460(N) 075 24 01.06097(W)   ADJUSTED
 JU3302* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3302  ______________________________________________________________________
 JU3302  GEOID HEIGHT    -        -33.009 (meters)                     GEOID18
 JU3302  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3302.GEOID18 height accuracy estimate available here.
 JU3302
 JU3302.Click photographs - Photos may exist for this station.
 JU3302
 JU3302.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3302
 JU3302. The following values were computed from the NAD 83(1996) position.
 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 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 PA S     -   1.00000491  x   1.00002482  =   1.00002973
 JU3302!UTM  18      -   1.00000491  x   0.99961446  =   0.99961937
 JU3302
 JU3302:                Primary Azimuth Mark                     Grid Az
 JU3302:SPC NJ       -  BORELLI 2 AZ MK                          324 13 44.4
 JU3302:SPC PA S     -  BORELLI 2 AZ MK                          322 07 41.8
 JU3302:UTM  18      -  BORELLI 2 AZ MK                          323 54 32.2
 JU3302
 JU3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6572804908(NAD 83)
 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
 JU3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3302.See file dsdata.pdf to determine how the superseded data were derived.
 JU3302
 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 = JULY 24, 2026 22:12:30 EDT
 KV6376 ***********************************************************************
 KV6376  DESIGNATION -  BOULDER
 KV6376  PID         -  KV6376
 KV6376  STATE/COUNTY-  NJ/BURLINGTON
 KV6376  COUNTRY     -  US
 KV6376  USGS QUAD   -  BRISTOL (2019)
 KV6376
 KV6376                         *CURRENT SURVEY CONTROL
 KV6376  ______________________________________________________________________
 KV6376* NAD 83(1996) POSITION- 40 05 46.49689(N) 074 50 40.58155(W)   NO CHECK
 KV6376* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6376  ______________________________________________________________________
 KV6376  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 KV6376  LAPLACE CORR    -          3.34  (seconds)                    DEFLEC18
 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
 KV6376.No horizontal observational check was made to the station.
 KV6376
 KV6376.The orthometric height was scaled from a topographic map.
 KV6376
 KV6376.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6376.GEOID18 height accuracy estimate available here.
 KV6376
 KV6376.Click photographs - Photos may exist for this station.
 KV6376
 KV6376.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6376
 KV6376. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1324538451(NAD 83)
 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
 KV6376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6376.See file dsdata.pdf to determine how the superseded data were derived.
 KV6376
 KV6376_MARKER: DD = SURVEY DISK
 KV6376_SETTING: 80 = SET IN A BOULDER
 KV6376_STAMPING: BOULDER 1959
 KV6376_MARK LOGO: USACE
 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       USACE
 KV6376
 KV6376                          STATION DESCRIPTION
 KV6376
 KV6376'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5841 ***********************************************************************
 KV5841  DESIGNATION -  BOUND
 KV5841  PID         -  KV5841
 KV5841  STATE/COUNTY-  NJ/MIDDLESEX
 KV5841  COUNTRY     -  US
 KV5841  USGS QUAD   -  PLAINFIELD (2019)
 KV5841
 KV5841                         *CURRENT SURVEY CONTROL
 KV5841  ______________________________________________________________________
 KV5841* NAD 83(2011) POSITION- 40 33 21.62159(N) 074 27 00.78355(W)   ADJUSTED
 KV5841* NAD 83(2011) ELLIP HT-   -11.014 (meters)        (06/27/12)   ADJUSTED
 KV5841* NAD 83(2011) EPOCH   -  2010.00
 KV5841* NAVD 88 ORTHO HEIGHT -    21.97  (+/-2cm)       72.1   (feet) VERTCON3
 KV5841  ______________________________________________________________________
 KV5841  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 KV5841  NAD 83(2011) X  -  1,300,913.064 (meters)                     COMP
 KV5841  NAD 83(2011) Y  - -4,675,163.220 (meters)                     COMP
 KV5841  NAD 83(2011) Z  -  4,125,079.851 (meters)                     COMP
 KV5841  LAPLACE CORR    -          5.02  (seconds)                    DEFLEC18
 KV5841  VERT ORDER      -  THIRD ? (See Below)
 KV5841
 KV5841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5841  Standards:
 KV5841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5841  -------------------------------------------------------------------
 KV5841  NETWORK    1.13   1.71           0.48   0.44   0.87      0.20731756
 KV5841  -------------------------------------------------------------------
 KV5841  Click here for local accuracies and other accuracy information.
 KV5841
 KV5841.The horizontal coordinates were established by GPS observations
 KV5841.and adjusted by the National Geodetic Survey in June 2012.
 KV5841
 KV5841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5841.been affixed to the stable North American tectonic plate. See 
 KV5841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5841
 KV5841.The horizontal coordinates are valid at the epoch date displayed above
 KV5841.which is a decimal equivalence of Year/Month/Day.
 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
 KV5841.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5841.GEOID18 height accuracy estimate available here.
 KV5841
 KV5841.The vertical order pertains to the NGVD 29 superseded value.
 KV5841
 KV5841.Click photographs - Photos may exist for this station.
 KV5841
 KV5841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5841
 KV5841.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5841
 KV5841.The ellipsoidal height was determined by GPS observations
 KV5841.and is referenced to NAD 83.
 KV5841
 KV5841. The following values were computed from the NAD 83(2011) position.
 KV5841
 KV5841;                    North         East     Units Scale Factor Converg.
 KV5841;SPC NJ       -   191,248.321   154,216.005   MT  0.99990022   +0 01 56.5
 KV5841;SPC NJ       -   627,453.87    505,957.01   sFT  0.99990022   +0 01 56.5
 KV5841;UTM  18      - 4,489,616.621   546,546.527   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4654689616(NAD 83)
 KV5841
 KV5841|---------------------------------------------------------------------|
 KV5841| PID    Reference Object                     Distance      Geod. Az  |
 KV5841|                                                           dddmmss.s |
 KV5841| KV5848 NELSON                              331.963 METERS 21053     |
 KV5841|---------------------------------------------------------------------|
 KV5841
 KV5841                          SUPERSEDED SURVEY CONTROL
 KV5841
 KV5841  NAD 83(2007)-  40 33 21.62172(N)    074 27 00.78443(W) AD(2002.00) 0
 KV5841  ELLIP H (02/10/07)  -11.007  (m)                       GP(2002.00)    
 KV5841  ELLIP H (10/23/02)  -11.007  (m)                       GP(       ) 4 1
 KV5841  NAD 83(1996)-  40 33 21.62184(N)    074 27 00.78459(W) AD(       ) 1
 KV5841  ELLIP H (05/14/99)  -11.002  (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              22.26   (m)           73.0    (f) LEVELING    3  
 KV5841
 KV5841.Superseded values are not recommended for survey control.
 KV5841
 KV5841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5841.See file dsdata.pdf to determine how the superseded data were derived.
 KV5841
 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 = JULY 24, 2026 22:12:30 EDT
 KV5811 ***********************************************************************
 KV5811  DESIGNATION -  BOUND BROOK BAKELITE CO STACK
 KV5811  PID         -  KV5811
 KV5811  STATE/COUNTY-  NJ/MIDDLESEX
 KV5811  COUNTRY     -  US
 KV5811  USGS QUAD   -  BOUND BROOK (2019)
 KV5811
 KV5811                         *CURRENT SURVEY CONTROL
 KV5811  ______________________________________________________________________
 KV5811* NAD 83(1996) POSITION- 40 33 24.64689(N) 074 30 50.13930(W)   ADJUSTED
 KV5811  ______________________________________________________________________
 KV5811  GEOID HEIGHT    -        -33.131 (meters)                     GEOID18
 KV5811  LAPLACE CORR    -          4.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5811.GEOID18 height accuracy estimate available here.
 KV5811
 KV5811.Click photographs - Photos may exist for this station.
 KV5811
 KV5811.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5811
 KV5811. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4115289678(NAD 83)
 KV5811
 KV5811                          SUPERSEDED SURVEY CONTROL
 KV5811
 KV5811  NAD 83(1986)-  40 33 24.64841(N)    074 30 50.14180(W) AD(       ) 3
 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
 KV5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5811.See file dsdata.pdf to determine how the superseded data were derived.
 KV5811
 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 = JULY 24, 2026 22:12:30 EDT
 KV5807 ***********************************************************************
 KV5807  DESIGNATION -  BOUND BROOK PATHE EXCHANGE TK
 KV5807  PID         -  KV5807
 KV5807  STATE/COUNTY-  NJ/MIDDLESEX
 KV5807  COUNTRY     -  US
 KV5807  USGS QUAD   -  BOUND BROOK (2019)
 KV5807
 KV5807                         *CURRENT SURVEY CONTROL
 KV5807  ______________________________________________________________________
 KV5807* NAD 83(1996) POSITION- 40 33 46.53886(N) 074 31 01.52621(W)   ADJUSTED
 KV5807  ______________________________________________________________________
 KV5807  GEOID HEIGHT    -        -33.137 (meters)                     GEOID18
 KV5807  LAPLACE CORR    -          4.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5807.GEOID18 height accuracy estimate available here.
 KV5807
 KV5807.Click photographs - Photos may exist for this station.
 KV5807
 KV5807.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5807
 KV5807. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4088090351(NAD 83)
 KV5807
 KV5807                          SUPERSEDED SURVEY CONTROL
 KV5807
 KV5807  NAD 83(1986)-  40 33 46.54071(N)    074 31 01.52877(W) AD(       ) 3
 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
 KV5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5807.See file dsdata.pdf to determine how the superseded data were derived.
 KV5807
 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 = JULY 24, 2026 22:12:30 EDT
 KV5805 ***********************************************************************
 KV5805  DESIGNATION -  BOUND BROOK RUBEROID CO STACK
 KV5805  PID         -  KV5805
 KV5805  STATE/COUNTY-  NJ/SOMERSET
 KV5805  COUNTRY     -  US
 KV5805  USGS QUAD   -  BOUND BROOK (2019)
 KV5805
 KV5805                         *CURRENT SURVEY CONTROL
 KV5805  ______________________________________________________________________
 KV5805* NAD 83(1996) POSITION- 40 33 27.51281(N) 074 31 34.57211(W)   ADJUSTED
 KV5805  ______________________________________________________________________
 KV5805  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 KV5805  LAPLACE CORR    -          4.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5805.GEOID18 height accuracy estimate available here.
 KV5805
 KV5805.Click photographs - Photos may exist for this station.
 KV5805
 KV5805.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5805
 KV5805. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4010689760(NAD 83)
 KV5805
 KV5805                          SUPERSEDED SURVEY CONTROL
 KV5805
 KV5805  NAD 83(1986)-  40 33 27.51403(N)    074 31 34.57469(W) AD(       ) 3
 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
 KV5805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5805.See file dsdata.pdf to determine how the superseded data were derived.
 KV5805
 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 = JULY 24, 2026 22:12:30 EDT
 KU4062 ***********************************************************************
 KU4062  DESIGNATION -  BOUNDARY LINE NJ NY
 KU4062  PID         -  KU4062
 KU4062  STATE/COUNTY-  NJ/BERGEN
 KU4062  COUNTRY     -  US
 KU4062  USGS QUAD   -  YONKERS (2019)
 KU4062
 KU4062                         *CURRENT SURVEY CONTROL
 KU4062  ______________________________________________________________________
 KU4062* NAD 83(1996) POSITION- 40 59 50.37715(N) 073 54 09.77305(W)   ADJUSTED
 KU4062* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 KU4062  ______________________________________________________________________
 KU4062  GEOID HEIGHT    -        -31.304 (meters)                     GEOID18
 KU4062  LAPLACE CORR    -          6.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4062.GEOID18 height accuracy estimate available here.
 KU4062
 KU4062.Click photographs - Photos may exist for this station.
 KU4062
 KU4062.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4062
 KU4062. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000370  x   0.99993107  =   0.99993477
 KU4062!SPC NY L     -   1.00000370  x   0.99999819  =   1.00000189
 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 E     -  SOCONY                                   013 23 00.1
 KU4062:SPC NY L     -  SOCONY                                   013 42 41.6
 KU4062:UTM  18      -  SOCONY                                   013 03 19.1
 KU4062
 KU4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9228739040(NAD 83)
 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 50.37734(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  USSD        -  40 59 50.43800(N)    073 54 11.18200(W) AD(       ) 3
 KU4062
 KU4062.Superseded values are not recommended for survey control.
 KU4062
 KU4062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4062.See file dsdata.pdf to determine how the superseded data were derived.
 KU4062
 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  HISTORY     - 20061216 GOOD             GEOCAC
 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.
 KU4062
 KU4062                          STATION RECOVERY (2006)
 KU4062
 KU4062'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU4062'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS AN 8 INCH
 KU4062'HOLE IN CONCRETE WHICH WAS THE ORIGINAL SETTING OF THE 1930 POLE.
 KU4062'
 KU4062'THE STATION IS ADJACENT TO STATION ROCK, THE EASTERN END POINT OF THE
 KU4062'NJ-NY LAND BORDER SURVEYED IN 1773.  STATION ROCK FORMS THE BED OF THE
 KU4062'PATH AT THIS POINT WITH ONLY THE EAST RACE EXPOSED.  THE EAST FACE OF
 KU4062'THE ROCK HAS A VERTICAL LINE MARKING THE BORDER AND INSCRIPTIONS WHICH
 KU4062'WERE CARVED INTO THE ROCK IN 1773.
 KU4062'
 KU4062'ALONG THE TOP OF THE EAST FACE THE ORIGINAL INSCRIPTION 'LATITUDE 41+
 KU4062'NORTH' IS LEGIBLE AND  ALONG THE BOTTOM THE NAMES 'NEW JERSEY' AND
 KU4062''NEW YORK' ON THE APPROPRIATE SIDES OF THE LINE ARE LEGIBLE.
 KU4062'
 KU4062'A NEW TO REACH FOLLOWS -
 KU4062'
 KU4062'FROM THE PARKING LOT AT STATE LINE LOOKOUT AND LOOKOUT INN AT THE
 KU4062'NORTH END OF PALISADES INTERSTATE PARK, PACK ALONG THE OLD CONCRETE
 KU4062'ROAD KNOWN AS OLD 9W FOR ABOUT .1 MILES.  AS THE CONCRETE ROAD BENDS
 KU4062'TO THE LEFT, ENTER RIGHT UPON A BLUE BLAZED PATH SIGNED 'LONG PATH'.
 KU4062'
 KU4062'PROCEED ABOUT .5 MILES ALONG THIS PATH TO A NJ-NY BOUNDARY MONUMENT
 KU4062'ABOUT 8 FEET HIGH AND A CHAIN LINK FENCE.  TURN RIGHT KEEPING THE
 KU4062'MONUMENT ON YOUR LEFT AND STAY ON THE BLUE BLAZED TRAIL, PASSING NORTH
 KU4062'THROUGH A GATE IN THE FENCE SHORTLY.  PROCEED ABOUT .25 MILES DOWN A
 KU4062'STEEP HILL AND REACH A WHITE BLAZED TRAIL MARKED 'TO SHORE PATH'.
 KU4062'
 KU4062'TURN RIGHT AND PROCEED ABOUT .25 MILES DOWN THIS PATH STEEPLY TO
 KU4062'PEANUT LEAP CASCADE AND THE SHORE OF THE HUDSON RIVER. UPON REACHING
 KU4062'THE SHORE, TURN RIGHT AND PROCEED SOUTH ALONG THE WHITE BLAZED SHORE
 KU4062'PATH ABOUT 250 YARDS TO A CHAIN LINK FENCE.  PASS SOUTH THROUGH A GATE
 KU4062'IN THE FENCE AND PROCEED ABOUT .25 MILES ALONG THE PATH TO THE STATION
 KU4062'ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4105 ***********************************************************************
 JU4105  DESIGNATION -  BOUNDARY REF 1 DE NJ
 JU4105  PID         -  JU4105
 JU4105  STATE/COUNTY-  NJ/GLOUCESTER
 JU4105  COUNTRY     -  US
 JU4105  USGS QUAD   -  MARCUS HOOK (2019)
 JU4105
 JU4105                         *CURRENT SURVEY CONTROL
 JU4105  ______________________________________________________________________
 JU4105* NAD 83(1996) POSITION- 39 47 41.83526(N) 075 24 16.89131(W)   ADJUSTED
 JU4105* NAD 83(1996) ELLIP HT-   -30.103 (meters)        (05/14/99)   ADJUSTED
 JU4105* NAVD 88 ORTHO HEIGHT -     3.0   (meters)       10.    (feet) VERTCON3
 JU4105  ______________________________________________________________________
 JU4105  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 JU4105  NAD 83(1996) X  -  1,236,587.902 (meters)                     COMP
 JU4105  NAD 83(1996) Y  - -4,748,928.335 (meters)                     COMP
 JU4105  NAD 83(1996) Z  -  4,060,499.793 (meters)                     COMP
 JU4105  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4105.GEOID18 height accuracy estimate available here.
 JU4105
 JU4105.Click photographs - Photos may exist for this station.
 JU4105
 JU4105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4105
 JU4105.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4105
 JU4105.The ellipsoidal height was determined by GPS observations
 JU4105.and is referenced to NAD 83.
 JU4105
 JU4105. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000472  x   0.99961478  =   0.99961950
 JU4105
 JU4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6535205077(NAD 83)
 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)  -30.174  (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)  OSU 89B  model used  GPS OBS        
 JU4105
 JU4105.Superseded values are not recommended for survey control.
 JU4105
 JU4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4105.See file dsdata.pdf to determine how the superseded data were derived.
 JU4105
 JU4105_MARKER: DD = SURVEY DISK
 JU4105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU3981 ***********************************************************************
 JU3981  DESIGNATION -  BOUNDARY REF 2 DE NJ
 JU3981  PID         -  JU3981
 JU3981  STATE/COUNTY-  NJ/SALEM
 JU3981  COUNTRY     -  US
 JU3981  USGS QUAD   -  MARCUS HOOK (2019)
 JU3981
 JU3981                         *CURRENT SURVEY CONTROL
 JU3981  ______________________________________________________________________
 JU3981* NAD 83(1996) POSITION- 39 46 23.89843(N) 075 26 48.26616(W)   ADJUSTED
 JU3981* NAD 83(1996) ELLIP HT-   -28.242 (meters)        (05/14/99)   ADJUSTED
 JU3981* NAVD 88 ORTHO HEIGHT -     4.8   (meters)       16.    (feet) VERTCON3
 JU3981  ______________________________________________________________________
 JU3981  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 JU3981  NAD 83(1996) X  -  1,233,489.256 (meters)                     COMP
 JU3981  NAD 83(1996) Y  - -4,751,324.724 (meters)                     COMP
 JU3981  NAD 83(1996) Z  -  4,058,653.834 (meters)                     COMP
 JU3981  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3981.GEOID18 height accuracy estimate available here.
 JU3981
 JU3981.Click photographs - Photos may exist for this station.
 JU3981
 JU3981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3981
 JU3981.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3981
 JU3981.The ellipsoidal height was determined by GPS observations
 JU3981.and is referenced to NAD 83.
 JU3981
 JU3981. The following values were computed from the NAD 83(1996) position.
 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 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 PA S     -   1.00000443  x   1.00002888  =   1.00003331
 JU3981!UTM  18      -   1.00000443  x   0.99961802  =   0.99962245
 JU3981
 JU3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6174002692(NAD 83)
 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)  OSU 89B  model used  GPS OBS        
 JU3981  NGVD 29 (09/09/88)    4.9    (m)  RAPSU86  model used  GPS OBS        
 JU3981
 JU3981.Superseded values are not recommended for survey control.
 JU3981
 JU3981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3981.See file dsdata.pdf to determine how the superseded data were derived.
 JU3981
 JU3981_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3981_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4106 ***********************************************************************
 JU4106  DESIGNATION -  BOUNDARY REF 3 DE NJ
 JU4106  PID         -  JU4106
 JU4106  STATE/COUNTY-  NJ/SALEM
 JU4106  COUNTRY     -  US
 JU4106  USGS QUAD   -  DELAWARE CITY (2016)
 JU4106
 JU4106                         *CURRENT SURVEY CONTROL
 JU4106  ______________________________________________________________________
 JU4106* NAD 83(1996) POSITION- 39 34 41.46146(N) 075 30 44.36538(W)   ADJUSTED
 JU4106* NAD 83(1996) ELLIP HT-   -31.637 (meters)        (05/14/99)   ADJUSTED
 JU4106* NAVD 88 ORTHO HEIGHT -     1.3   (meters)        4.    (feet) VERTCON3
 JU4106  ______________________________________________________________________
 JU4106  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 JU4106  NAD 83(1996) X  -  1,231,509.395 (meters)                     COMP
 JU4106  NAD 83(1996) Y  - -4,766,122.321 (meters)                     COMP
 JU4106  NAD 83(1996) Z  -  4,041,977.612 (meters)                     COMP
 JU4106  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4106.GEOID18 height accuracy estimate available here.
 JU4106
 JU4106.Click photographs - Photos may exist for this station.
 JU4106
 JU4106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4106
 JU4106.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4106
 JU4106.The ellipsoidal height was determined by GPS observations
 JU4106.and is referenced to NAD 83.
 JU4106
 JU4106. The following values were computed from the NAD 83(1996) position.
 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;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!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:UTM  18      -  BOUNDARY REF 4 DE NJ                     176 08 33.6
 JU4106
 JU4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5600081066(NAD 83)
 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)  -31.684  (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)  OSU 89B  model used  GPS OBS        
 JU4106
 JU4106.Superseded values are not recommended for survey control.
 JU4106
 JU4106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4106.See file dsdata.pdf to determine how the superseded data were derived.
 JU4106
 JU4106_MARKER: U = CONCRETE POST
 JU4106_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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 = JULY 24, 2026 22:12:30 EDT
 JU3984 ***********************************************************************
 JU3984  DESIGNATION -  BOUNDARY REF 4 DE NJ
 JU3984  PID         -  JU3984
 JU3984  STATE/COUNTY-  NJ/SALEM
 JU3984  COUNTRY     -  US
 JU3984  USGS QUAD   -  DELAWARE CITY (2016)
 JU3984
 JU3984                         *CURRENT SURVEY CONTROL
 JU3984  ______________________________________________________________________
 JU3984* NAD 83(1996) POSITION- 39 34 04.62231(N) 075 30 40.88355(W)   ADJUSTED
 JU3984* NAD 83(1996) ELLIP HT-   -32.184 (meters)        (05/14/99)   ADJUSTED
 JU3984* NAVD 88 ORTHO HEIGHT -     0.7   (meters)        2.    (feet) VERTCON3
 JU3984  ______________________________________________________________________
 JU3984  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 JU3984  NAD 83(1996) X  -  1,231,770.827 (meters)                     COMP
 JU3984  NAD 83(1996) Y  - -4,766,801.896 (meters)                     COMP
 JU3984  NAD 83(1996) Z  -  4,041,101.513 (meters)                     COMP
 JU3984  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3984.GEOID18 height accuracy estimate available here.
 JU3984
 JU3984.Click photographs - Photos may exist for this station.
 JU3984
 JU3984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3984
 JU3984.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3984
 JU3984.The ellipsoidal height was determined by GPS observations
 JU3984.and is referenced to NAD 83.
 JU3984
 JU3984. The following values were computed from the NAD 83(1996) position.
 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;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!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:UTM  18      -  BOUNDARY REF 3 DE NJ                     356 08 33.4
 JU3984
 JU3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5607679930(NAD 83)
 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)  -32.231  (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)  OSU 89B  model used  GPS OBS        
 JU3984
 JU3984.Superseded values are not recommended for survey control.
 JU3984
 JU3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3984.See file dsdata.pdf to determine how the superseded data were derived.
 JU3984
 JU3984_MARKER: I = METAL ROD
 JU3984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU3985 ***********************************************************************
 JU3985  DESIGNATION -  BOUNDARY REF 5 DE NJ
 JU3985  PID         -  JU3985
 JU3985  STATE/COUNTY-  NJ/SALEM
 JU3985  COUNTRY     -  US
 JU3985  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3985
 JU3985                         *CURRENT SURVEY CONTROL
 JU3985  ______________________________________________________________________
 JU3985* NAD 83(1996) POSITION- 39 29 52.45549(N) 075 31 40.21288(W)   ADJUSTED
 JU3985* NAD 83(1996) ELLIP HT-   -33.042 (meters)        (09/01/99)   ADJUSTED
 JU3985* NAVD 88 ORTHO HEIGHT -     1.2   (meters)        4.    (feet) VERTCON3
 JU3985  ______________________________________________________________________
 JU3985  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 JU3985  NAD 83(1996) X  -  1,231,636.597 (meters)                     COMP
 JU3985  NAD 83(1996) Y  - -4,771,948.453 (meters)                     COMP
 JU3985  NAD 83(1996) Z  -  4,035,102.963 (meters)                     COMP
 JU3985  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3985.GEOID18 height accuracy estimate available here.
 JU3985
 JU3985.Click photographs - Photos may exist for this station.
 JU3985
 JU3985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3985
 JU3985.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3985
 JU3985.The ellipsoidal height was determined by GPS observations
 JU3985.and is referenced to NAD 83.
 JU3985
 JU3985. The following values were computed from the NAD 83(1996) position.
 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;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!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:UTM  18      -  BOUNDARY REF 6 DE NJ                     263 21 35.1
 JU3985
 JU3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5461572164(NAD 83)
 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)  RAPSU86  model used  GPS OBS        
 JU3985
 JU3985.Superseded values are not recommended for survey control.
 JU3985
 JU3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3985.See file dsdata.pdf to determine how the superseded data were derived.
 JU3985
 JU3985_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3985_STAMPING: DEL NJ REF 5 1986
 JU3985_MARK LOGO: NGS
 JU3985_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 JU4107 ***********************************************************************
 JU4107  DESIGNATION -  BOUNDARY REF 5 DE NJ
 JU4107  PID         -  JU4107
 JU4107  STATE/COUNTY-  NJ/SALEM
 JU4107  COUNTRY     -  US
 JU4107  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU4107
 JU4107                         *CURRENT SURVEY CONTROL
 JU4107  ______________________________________________________________________
 JU4107* NAD 83(1996) POSITION- 39 29 55.75104(N) 075 31 39.42872(W)   ADJUSTED
 JU4107* NAD 83(1996) ELLIP HT-   -32.619 (meters)        (05/14/99)   ADJUSTED
 JU4107* NAVD 88 ORTHO HEIGHT -     0.3   (meters)        1.    (feet) VERTCON3
 JU4107  ______________________________________________________________________
 JU4107  GEOID HEIGHT    -        -33.640 (meters)                     GEOID18
 JU4107  NAD 83(1996) X  -  1,231,638.665 (meters)                     COMP
 JU4107  NAD 83(1996) Y  - -4,771,881.492 (meters)                     COMP
 JU4107  NAD 83(1996) Z  -  4,035,181.658 (meters)                     COMP
 JU4107  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4107.GEOID18 height accuracy estimate available here.
 JU4107
 JU4107.Click photographs - Photos may exist for this station.
 JU4107
 JU4107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4107
 JU4107.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4107
 JU4107.The ellipsoidal height was determined by GPS observations
 JU4107.and is referenced to NAD 83.
 JU4107
 JU4107. The following values were computed from the NAD 83(1996) position.
 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;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!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:UTM  18      -  BOUNDARY REF 6 DE NJ                     258 58 48.7
 JU4107
 JU4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5463472266(NAD 83)
 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)  -32.651  (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)  OSU 89B  model used  GPS OBS        
 JU4107
 JU4107.Superseded values are not recommended for survey control.
 JU4107
 JU4107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4107.See file dsdata.pdf to determine how the superseded data were derived.
 JU4107
 JU4107_MARKER: U = CONCRETE POST
 JU4107_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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 = JULY 24, 2026 22:12:30 EDT
 JU3986 ***********************************************************************
 JU3986  DESIGNATION -  BOUNDARY REF 6 DE NJ
 JU3986  PID         -  JU3986
 JU3986  STATE/COUNTY-  NJ/SALEM
 JU3986  COUNTRY     -  US
 JU3986  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3986
 JU3986                         *CURRENT SURVEY CONTROL
 JU3986  ______________________________________________________________________
 JU3986* NAD 83(1996) POSITION- 39 29 47.50358(N) 075 32 32.41428(W)   ADJUSTED
 JU3986* NAD 83(1996) ELLIP HT-   -31.546 (meters)        (05/14/99)   ADJUSTED
 JU3986* NAVD 88 ORTHO HEIGHT -     1.3   (meters)        4.    (feet) VERTCON3
 JU3986  ______________________________________________________________________
 JU3986  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 JU3986  NAD 83(1996) X  -  1,230,453.415 (meters)                     COMP
 JU3986  NAD 83(1996) Y  - -4,772,355.178 (meters)                     COMP
 JU3986  NAD 83(1996) Z  -  4,034,986.069 (meters)                     COMP
 JU3986  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3986.GEOID18 height accuracy estimate available here.
 JU3986
 JU3986.Click photographs - Photos may exist for this station.
 JU3986
 JU3986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3986
 JU3986.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3986
 JU3986.The ellipsoidal height was determined by GPS observations
 JU3986.and is referenced to NAD 83.
 JU3986
 JU3986. The following values were computed from the NAD 83(1996) position.
 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;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!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:UTM  18      -  BOUNDARY REF 5 DE NJ                     078 58 48.6
 JU3986
 JU3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5336772019(NAD 83)
 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)  OSU 89B  model used  GPS OBS        
 JU3986  NGVD 29 (09/09/88)    3.0    (m)  RAPSU86  model used  GPS OBS        
 JU3986
 JU3986.Superseded values are not recommended for survey control.
 JU3986
 JU3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3986.See file dsdata.pdf to determine how the superseded data were derived.
 JU3986
 JU3986_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3986_STAMPING: DEL NJ REF 6 1986
 JU3986_MARK LOGO: NGS
 JU3986_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - October 18, 2020
 JU3986
 JU3986  HISTORY     - Date     Condition        Report By
 JU3986  HISTORY     - 1986     MONUMENTED       LOCSUR
 JU3986  HISTORY     - 1986     GOOD             LOCSUR
 JU3986  HISTORY     - 19890821 GOOD             TWT
 JU3986  HISTORY     - 20201018 GOOD             JMT
 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.
 JU3986
 JU3986                          STATION RECOVERY (2020)
 JU3986
 JU3986'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2020 (JS)
 JU3986'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3416 ***********************************************************************
 JU3416  DESIGNATION -  BOUNDARY REF MON 6
 JU3416  PID         -  JU3416
 JU3416  STATE/COUNTY-  NJ/SALEM
 JU3416  COUNTRY     -  US
 JU3416  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3416
 JU3416                         *CURRENT SURVEY CONTROL
 JU3416  ______________________________________________________________________
 JU3416* NAD 83(1991) POSITION- 39 29 47.67146(N) 075 32 32.36034(W)   ADJUSTED
 JU3416* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU3416  ______________________________________________________________________
 JU3416  GEOID HEIGHT    -        -33.628 (meters)                     GEOID18
 JU3416  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 JU3416  HORZ ORDER      -  THIRD
 JU3416
 JU3416.The horizontal coordinates were established by classical geodetic methods
 JU3416.and adjusted by the National Geodetic Survey in January 1992.
 JU3416
 JU3416.The orthometric height was scaled from a topographic map.
 JU3416
 JU3416.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3416.GEOID18 height accuracy estimate available here.
 JU3416
 JU3416.Click photographs - Photos may exist for this station.
 JU3416
 JU3416.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3416
 JU3416. The following values were computed from the NAD 83(1991) position.
 JU3416
 JU3416;                    North         East     Units Scale Factor Converg.
 JU3416;SPC NJ       -    74,143.553    60,349.904   MT  0.99999892   -0 39 46.8
 JU3416;SPC NJ       -   243,252.64    197,997.98   sFT  0.99999892   -0 39 46.8
 JU3416;UTM  18      - 4,372,024.811   453,369.239   MT  0.99962677   -0 20 41.8
 JU3416
 JU3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3416!SPC NJ       -   1.00000484  x   0.99999892  =   1.00000376
 JU3416!UTM  18      -   1.00000484  x   0.99962677  =   0.99963161
 JU3416
 JU3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5336972024(NAD 83)
 JU3416
 JU3416                          SUPERSEDED SURVEY CONTROL
 JU3416
 JU3416  NAD 83(1986)-  39 29 47.66314(N)    075 32 32.36947(W) AD(       ) 3
 JU3416  NAD 27      -  39 29 47.25500(N)    075 32 33.64000(W) AD(       ) 3
 JU3416
 JU3416.Superseded values are not recommended for survey control.
 JU3416
 JU3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3416.See file dsdata.pdf to determine how the superseded data were derived.
 JU3416
 JU3416_MARKER: Z = SEE DESCRIPTION
 JU3416_SETTING: 0 = UNSPECIFIED SETTING
 JU3416_STAMPING: DELAWARE - NEW JERSEY BOUNDARY 1934
 JU3416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3416
 JU3416  HISTORY     - Date     Condition        Report By
 JU3416  HISTORY     - 1934     MONUMENTED       LOCSUR
 JU3416  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3416
 JU3416                          STATION DESCRIPTION
 JU3416
 JU3416'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934 (JHB)
 JU3416'ON THE E SIDE OF THE DELAWARE RIVER, ON THE W SIDE OF ARTIFICIAL
 JU3416'ISLAND, ABOUT 1/2 MILE S OF THE N END OF THE ISLAND AND 21.8
 JU3416'METERS INSHORE FROM THE OUTSIDE STRINGER ALONG THE PILING OF THE
 JU3416'RETAINING WALL ALONG THE W SIDE OF THE ISLAND.  THE MONUMENT IS
 JU3416'SET ON THE TOP OF THE EMBANKMENT.  TRIANGULATION STATION
 JU3416'ARTIFICIAL IS 12.97 METERS S OF THE MONUMENT.
 JU3416'
 JU3416'THE MONUMENT IS BUILT OF CONCRETE, PROJECTS ABOUT 3-1/2 FEET
 JU3416'ABOVE THE SURFACE OF THE GROUND AND HAS A DELAWARE-NEW JERSEY
 JU3416'BOUNDARY TABLET SET IN THE TOP.
 JU3416
 JU3416                          STATION RECOVERY (1946)
 JU3416
 JU3416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3416'A SEARCH WAS MADE FOR THE ABOVE STATION BY TWO MEN FOR
 JU3416'APPROXIMATELY 2 HOURS, BUT ON ACCOUNT OF THE INADEQUATE
 JU3416'DESCRIPTION AND A VERY HEAVY GROWTH OF BRUSH (ELDER, HONEYSUCKLE,
 JU3416'ETC.) COVERING THE AREA, THE STATION WAS NOT RECOVERED.
 JU3416'
 JU3416'IT IS RECOMMENDED THAT THIS STATION BE PLOTTED 12.97 METERS N
 JU3416'OF ARTIFICIAL, 1934, ACCORDING TO DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3332 ***********************************************************************
 JU3332  DESIGNATION -  BOUNDARY REF MONUMENT 1 1934
 JU3332  PID         -  JU3332
 JU3332  STATE/COUNTY-  NJ/GLOUCESTER
 JU3332  COUNTRY     -  US
 JU3332  USGS QUAD   -  MARCUS HOOK (2019)
 JU3332
 JU3332                         *CURRENT SURVEY CONTROL
 JU3332  ______________________________________________________________________
 JU3332* NAD 83(1996) POSITION- 39 47 43.62384(N) 075 24 14.73637(W)   ADJUSTED
 JU3332* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU3332  ______________________________________________________________________
 JU3332  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 JU3332  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3332.GEOID18 height accuracy estimate available here.
 JU3332
 JU3332.Click photographs - Photos may exist for this station.
 JU3332
 JU3332.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3332
 JU3332. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000475  x   0.99961473  =   0.99961948
 JU3332
 JU3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6540305132(NAD 83)
 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
 JU3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3332.See file dsdata.pdf to determine how the superseded data were derived.
 JU3332
 JU3332_MARKER: DU = BOUNDARY MARKER
 JU3332_SETTING: 0 = UNSPECIFIED SETTING
 JU3332_STAMPING: 1934
 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 = JULY 24, 2026 22:12:30 EDT
 JU3421 ***********************************************************************
 JU3421  DESIGNATION -  BOUNDARY REF MONUMENT 5
 JU3421  PID         -  JU3421
 JU3421  STATE/COUNTY-  NJ/SALEM
 JU3421  COUNTRY     -  US
 JU3421  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3421
 JU3421                         *CURRENT SURVEY CONTROL
 JU3421  ______________________________________________________________________
 JU3421* NAD 83(1996) POSITION- 39 29 53.13406(N) 075 31 40.27272(W)   ADJUSTED
 JU3421* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3421  ______________________________________________________________________
 JU3421  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 JU3421  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3421.GEOID18 height accuracy estimate available here.
 JU3421
 JU3421.Click photographs - Photos may exist for this station.
 JU3421
 JU3421.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3421
 JU3421. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000516  x   0.99999619  =   1.00000135
 JU3421!UTM  18      -   1.00000516  x   0.99962536  =   0.99963052
 JU3421
 JU3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5461472185(NAD 83)
 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
 JU3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3421.See file dsdata.pdf to determine how the superseded data were derived.
 JU3421
 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 = JULY 24, 2026 22:12:30 EDT
 KV4172 ***********************************************************************
 KV4172  DESIGNATION -  BOX
 KV4172  PID         -  KV4172
 KV4172  STATE/COUNTY-  NJ/BERGEN
 KV4172  COUNTRY     -  US
 KV4172  USGS QUAD   -  ORANGE (2016)
 KV4172
 KV4172                         *CURRENT SURVEY CONTROL
 KV4172  ______________________________________________________________________
 KV4172* NAD 83(1996) POSITION- 40 47 54.61339(N) 074 08 14.46244(W)   ADJUSTED
 KV4172* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4172  ______________________________________________________________________
 KV4172  GEOID HEIGHT    -        -32.203 (meters)                     GEOID18
 KV4172  LAPLACE CORR    -          6.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4172.GEOID18 height accuracy estimate available here.
 KV4172
 KV4172.Click photographs - Photos may exist for this station.
 KV4172
 KV4172.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4172
 KV4172. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7277116747(NAD 83)
 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  USSD        -  40 47 54.62200(N)    074 08 15.82300(W) AD(       ) 3
 KV4172
 KV4172.Superseded values are not recommended for survey control.
 KV4172
 KV4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4172.See file dsdata.pdf to determine how the superseded data were derived.
 KV4172
 KV4172_MARKER: DS = TRIANGULATION STATION DISK
 KV4172_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4172_MARK LOGO: CGS
 KV4172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU2840 ***********************************************************************
 JU2840  DESIGNATION -  BOY
 JU2840  PID         -  JU2840
 JU2840  STATE/COUNTY-  NJ/CAPE MAY
 JU2840  COUNTRY     -  US
 JU2840  USGS QUAD   -  OCEAN CITY (2019)
 JU2840
 JU2840                         *CURRENT SURVEY CONTROL
 JU2840  ______________________________________________________________________
 JU2840* NAD 83(1996) POSITION- 39 16 03.55250(N) 074 37 02.25699(W)   ADJUSTED
 JU2840* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2840  ______________________________________________________________________
 JU2840  GEOID HEIGHT    -        -34.625 (meters)                     GEOID18
 JU2840  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2840.GEOID18 height accuracy estimate available here.
 JU2840
 JU2840.Click photographs - Photos may exist for this station.
 JU2840
 JU2840.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2840
 JU2840. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000534  x   0.99990126  =   0.99990660
 JU2840!UTM  18      -   1.00000534  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3301446548(NAD 83)
 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
 JU2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2840.See file dsdata.pdf to determine how the superseded data were derived.
 JU2840
 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 = JULY 24, 2026 22:12:30 EDT
 AI5203 ***********************************************************************
 AI5203  DESIGNATION -  BRAD
 AI5203  PID         -  AI5203
 AI5203  STATE/COUNTY-  NJ/MONMOUTH
 AI5203  COUNTRY     -  US
 AI5203  USGS QUAD   -  ASBURY PARK (2019)
 AI5203
 AI5203                         *CURRENT SURVEY CONTROL
 AI5203  ______________________________________________________________________
 AI5203* NAD 83(1996) POSITION- 40 12 10.32662(N) 074 00 22.34629(W)   ADJUSTED
 AI5203* NAVD 88 ORTHO HEIGHT -     8.1   (meters)       27.    (feet) VERTCON3
 AI5203  ______________________________________________________________________
 AI5203  GEOID HEIGHT    -        -32.876 (meters)                     GEOID18
 AI5203  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5203.GEOID18 height accuracy estimate available here.
 AI5203
 AI5203.Click photographs - Photos may exist for this station.
 AI5203
 AI5203.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5203
 AI5203. The following values were computed from the NAD 83(1996) position.
 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  =   0.99969194
 AI5203
 AI5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8457850747(NAD 83)
 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
 AI5203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5203.See file dsdata.pdf to determine how the superseded data were derived.
 AI5203
 AI5203_MARKER: DD = SURVEY DISK
 AI5203_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI5203_SP_SET: BUILDING ROOF
 AI5203_STAMPING: BRAD 1988
 AI5203_MARK LOGO: NOS
 AI5203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5203+STABILITY: POSITION/ELEVATION WELL
 AI5203
 AI5203  HISTORY     - Date     Condition        Report By
 AI5203  HISTORY     - 1988     MONUMENTED       NOS
 AI5203
 AI5203                          STATION DESCRIPTION
 AI5203
 AI5203'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 KV5141 ***********************************************************************
 KV5141  DESIGNATION -  BRADLEY BEACH CH OF ASCENSION
 KV5141  PID         -  KV5141
 KV5141  STATE/COUNTY-  NJ/MONMOUTH
 KV5141  COUNTRY     -  US
 KV5141  USGS QUAD   -  ASBURY PARK (2019)
 KV5141
 KV5141                         *CURRENT SURVEY CONTROL
 KV5141  ______________________________________________________________________
 KV5141* NAD 83(1996) POSITION- 40 12 08.70410(N) 074 00 53.96713(W)   ADJUSTED
 KV5141  ______________________________________________________________________
 KV5141  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 KV5141  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5141.GEOID18 height accuracy estimate available here.
 KV5141
 KV5141.Click photographs - Photos may exist for this station.
 KV5141
 KV5141.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5141
 KV5141. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8383150689(NAD 83)
 KV5141
 KV5141                          SUPERSEDED SURVEY CONTROL
 KV5141
 KV5141  NAD 83(1986)-  40 12 08.70281(N)    074 00 53.96163(W) AD(       ) 3
 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
 KV5141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5141.See file dsdata.pdf to determine how the superseded data were derived.
 KV5141
 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 = JULY 24, 2026 22:12:30 EDT
 KV5140 ***********************************************************************
 KV5140  DESIGNATION -  BRADLEY BEACH ME CHURCH FINIAL
 KV5140  PID         -  KV5140
 KV5140  STATE/COUNTY-  NJ/MONMOUTH
 KV5140  COUNTRY     -  US
 KV5140  USGS QUAD   -  ASBURY PARK (2019)
 KV5140
 KV5140                         *CURRENT SURVEY CONTROL
 KV5140  ______________________________________________________________________
 KV5140* NAD 83(1996) POSITION- 40 12 11.08595(N) 074 00 44.88621(W)   ADJUSTED
 KV5140  ______________________________________________________________________
 KV5140  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 KV5140  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5140.GEOID18 height accuracy estimate available here.
 KV5140
 KV5140.Click photographs - Photos may exist for this station.
 KV5140
 KV5140.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5140
 KV5140. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8404550765(NAD 83)
 KV5140
 KV5140                          SUPERSEDED SURVEY CONTROL
 KV5140
 KV5140  NAD 83(1986)-  40 12 11.08453(N)    074 00 44.88082(W) AD(       ) 3
 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
 KV5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5140.See file dsdata.pdf to determine how the superseded data were derived.
 KV5140
 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 = JULY 24, 2026 22:12:30 EDT
 LY2624 ***********************************************************************
 LY2624  DESIGNATION -  BRANCHVILLE NORMANOCK LOT
 LY2624  PID         -  LY2624
 LY2624  STATE/COUNTY-  NJ/SUSSEX
 LY2624  COUNTRY     -  US
 LY2624  USGS QUAD   -  CULVERS GAP (2019)
 LY2624
 LY2624                         *CURRENT SURVEY CONTROL
 LY2624  ______________________________________________________________________
 LY2624* NAD 83(1996) POSITION- 41 11 16.37760(N) 074 45 59.36119(W)   ADJUSTED
 LY2624  ______________________________________________________________________
 LY2624  GEOID HEIGHT    -        -32.503 (meters)                     GEOID18
 LY2624  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2624.GEOID18 height accuracy estimate available here.
 LY2624
 LY2624.Click photographs - Photos may exist for this station.
 LY2624
 LY2624.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2624
 LY2624. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1958259640(NAD 83)
 LY2624
 LY2624                          SUPERSEDED SURVEY CONTROL
 LY2624
 LY2624  NAD 83(1996)-  41 11 16.37715(N)    074 45 59.36151(W) AD(       ) 3
 LY2624  NAD 83(1986)-  41 11 16.37737(N)    074 45 59.36131(W) AD(       ) 3
 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
 LY2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2624.See file dsdata.pdf to determine how the superseded data were derived.
 LY2624
 LY2624_MARKER: 57 = LOOKOUT TOWER
 LY2624
 LY2624  HISTORY     - Date     Condition        Report By
 LY2624  HISTORY     - 1942     FIRST OBSERVED   CGS
 LY2624  HISTORY     - 1954     GOOD             USGS
 LY2624  HISTORY     - 20240524 GOOD             INDIV
 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.
 LY2624
 LY2624                          STATION RECOVERY (2024)
 LY2624
 LY2624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (TS)
 LY2624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1313 ***********************************************************************
 HU1313  DESIGNATION -  BRANDYWINE SHOALS LIGHTHOUSE
 HU1313  PID         -  HU1313
 HU1313  STATE/COUNTY-  NJ/CAPE MAY
 HU1313  COUNTRY     -  US
 HU1313  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1313
 HU1313                         *CURRENT SURVEY CONTROL
 HU1313  ______________________________________________________________________
 HU1313* NAD 83(1996) POSITION- 38 59 10.44896(N) 075 06 47.46557(W)   ADJUSTED
 HU1313* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 HU1313  ______________________________________________________________________
 HU1313  GEOID HEIGHT    -        -35.311 (meters)                     GEOID18
 HU1313  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1313.GEOID18 height accuracy estimate available here.
 HU1313
 HU1313.Click photographs - Photos may exist for this station.
 HU1313
 HU1313.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1313
 HU1313. The following values were computed from the NAD 83(1996) position.
 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  =   0.99994017
 HU1313!UTM  18      -   1.00000543  x   0.99960118  =   0.99960661
 HU1313
 HU1313:                Primary Azimuth Mark                     Grid Az
 HU1313:SPC NJ       -  HARBOR OF REFUGE LH NEW                  174 58 33.2
 HU1313:UTM  18      -  HARBOR OF REFUGE LH NEW                  174 39 40.8
 HU1313
 HU1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9019715255(NAD 83)
 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
 HU1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1313.See file dsdata.pdf to determine how the superseded data were derived.
 HU1313
 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 = JULY 24, 2026 22:12:30 EDT
 JU0188 ***********************************************************************
 JU0188  DESIGNATION -  BRANT AZ
 JU0188  PID         -  JU0188
 JU0188  STATE/COUNTY-  NJ/OCEAN
 JU0188  COUNTRY     -  US
 JU0188  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0188
 JU0188                         *CURRENT SURVEY CONTROL
 JU0188  ______________________________________________________________________
 JU0188* NAD 83(1986) POSITION- 39 37 30.     (N) 074 11 32.     (W)   SCALED
 JU0188* NAVD 88 ORTHO HEIGHT -     1.222 (meters)        4.01  (feet) ADJUSTED
 JU0188  ______________________________________________________________________
 JU0188  GEOID HEIGHT    -        -33.641 (meters)                     GEOID18
 JU0188  DYNAMIC HEIGHT  -          1.221 (meters)        4.01  (feet) COMP
 JU0188  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 JU0188
 JU0188  VERT ORDER      -  FIRST     CLASS I
 JU0188
 JU0188.The horizontal coordinates were scaled from a map and have
 JU0188.an estimated accuracy of +/- 6 seconds.
 JU0188
 JU0188.The orthometric height was determined by differential leveling and
 JU0188.adjusted by the NATIONAL GEODETIC SURVEY
 JU0188.in June 1991.
 JU0188
 JU0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0188.GEOID18 height accuracy estimate available here.
 JU0188
 JU0188.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ693864(NAD 83)
 JU0188
 JU0188                          SUPERSEDED SURVEY CONTROL
 JU0188
 JU0188  NGVD 29 (11/26/84)    1.604  (m)            5.26   (f) ADJUSTED    1 1
 JU0188
 JU0188.Superseded values are not recommended for survey control.
 JU0188
 JU0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0188.See file dsdata.pdf to determine how the superseded data were derived.
 JU0188
 JU0188_MARKER: DZ = AZIMUTH MARK DISK
 JU0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0188_STAMPING: BRANT 1932
 JU0188_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2668 ***********************************************************************
 JU2668  DESIGNATION -  BRANT BEACH WATER TANK
 JU2668  PID         -  JU2668
 JU2668  STATE/COUNTY-  NJ/OCEAN
 JU2668  COUNTRY     -  US
 JU2668  USGS QUAD   -  BEACH HAVEN (2019)
 JU2668
 JU2668                         *CURRENT SURVEY CONTROL
 JU2668  ______________________________________________________________________
 JU2668* NAD 83(1996) POSITION- 39 37 24.57905(N) 074 11 47.70172(W)   ADJUSTED
 JU2668  ______________________________________________________________________
 JU2668  GEOID HEIGHT    -        -33.640 (meters)                     GEOID18
 JU2668  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2668.GEOID18 height accuracy estimate available here.
 JU2668
 JU2668.Click photographs - Photos may exist for this station.
 JU2668
 JU2668.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2668
 JU2668. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6895486278(NAD 83)
 JU2668
 JU2668                          SUPERSEDED SURVEY CONTROL
 JU2668
 JU2668  NAD 83(1986)-  39 37 24.57140(N)    074 11 47.69638(W) AD(       ) 3
 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
 JU2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2668.See file dsdata.pdf to determine how the superseded data were derived.
 JU2668
 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 = JULY 24, 2026 22:12:30 EDT
 JU0189 ***********************************************************************
 JU0189  DESIGNATION -  BRANT RESET
 JU0189  PID         -  JU0189
 JU0189  STATE/COUNTY-  NJ/OCEAN
 JU0189  COUNTRY     -  US
 JU0189  USGS QUAD   -  BEACH HAVEN (2019)
 JU0189
 JU0189                         *CURRENT SURVEY CONTROL
 JU0189  ______________________________________________________________________
 JU0189* NAD 83(2011) POSITION- 39 37 25.30450(N) 074 11 49.45600(W)   ADJUSTED
 JU0189* NAD 83(2011) ELLIP HT-   -32.513 (meters)        (06/27/12)   ADJUSTED
 JU0189* NAD 83(2011) EPOCH   -  2010.00
 JU0189* NAVD 88 ORTHO HEIGHT -     1.095 (meters)        3.59  (feet) ADJUSTED
 JU0189  ______________________________________________________________________
 JU0189  GEOID HEIGHT    -        -33.638 (meters)                     GEOID18
 JU0189  NAD 83(2011) X  -  1,339,706.639 (meters)                     COMP
 JU0189  NAD 83(2011) Y  - -4,733,499.299 (meters)                     COMP
 JU0189  NAD 83(2011) Z  -  4,045,870.427 (meters)                     COMP
 JU0189  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 JU0189  DYNAMIC HEIGHT  -          1.094 (meters)        3.59  (feet) COMP
 JU0189  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 JU0189
 JU0189  VERT ORDER      -  FIRST     CLASS II
 JU0189
 JU0189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0189  Standards:
 JU0189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0189  -------------------------------------------------------------------
 JU0189  NETWORK    0.59   0.82           0.26   0.21   0.42     -0.21963243
 JU0189  -------------------------------------------------------------------
 JU0189  Click here for local accuracies and other accuracy information.
 JU0189
 JU0189.The horizontal coordinates were established by GPS observations
 JU0189.and adjusted by the National Geodetic Survey in June 2012.
 JU0189
 JU0189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0189.been affixed to the stable North American tectonic plate. See 
 JU0189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0189
 JU0189.The horizontal coordinates are valid at the epoch date displayed above
 JU0189.which is a decimal equivalence of Year/Month/Day.
 JU0189
 JU0189.The orthometric height was determined by differential leveling and
 JU0189.adjusted by the NATIONAL GEODETIC SURVEY
 JU0189.in February 2021.
 JU0189
 JU0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0189.GEOID18 height accuracy estimate available here.
 JU0189
 JU0189.Click photographs - Photos may exist for this station.
 JU0189
 JU0189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0189
 JU0189.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0189
 JU0189.The ellipsoidal height was determined by GPS observations
 JU0189.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0189
 JU0189;                    North         East     Units Scale Factor Converg.
 JU0189;SPC NJ       -    87,780.981   176,007.125   MT  0.99990832   +0 11 35.5
 JU0189;SPC NJ       -   287,994.77    577,450.04   sFT  0.99990832   +0 11 35.5
 JU0189;UTM  18      - 4,386,300.435   568,912.931   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:                Primary Azimuth Mark                     Grid Az
 JU0189:SPC NJ       -  BRANT AZ                                 184 48 46.5
 JU0189:UTM  18      -  BRANT AZ                                 184 29 38.5
 JU0189
 JU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6891286300(NAD 83)
 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               47.534 METERS 11809     |
 JU0189| JU0190 BRANT RM 4                            7.355 METERS 13105     |
 JU0189| JU0191 BRANT RM 5                           30.843 METERS 18433     |
 JU0189| JU0188 BRANT AZ                                           1850022.0 |
 JU0189| AC7089 BRANT RM 3                           42.560 METERS 20510     |
 JU0189|---------------------------------------------------------------------|
 JU0189
 JU0189                          SUPERSEDED SURVEY CONTROL
 JU0189
 JU0189  NAD 83(2007)-  39 37 25.30522(N)    074 11 49.45701(W) AD(2002.00) 0
 JU0189  ELLIP H (02/10/07)  -32.511  (m)                       GP(2002.00)    
 JU0189  ELLIP H (10/23/02)  -32.491  (m)                       GP(       ) 4 1
 JU0189  NAD 83(1996)-  39 37 25.30485(N)    074 11 49.45699(W) AD(       ) 1
 JU0189  ELLIP H (05/14/99)  -32.508  (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)  -32.560  (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)  -32.632  (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 (04/25/97)    1.118  (m)            3.67   (f) SUPERSEDED  1 1
 JU0189  NAVD 88               1.25   (m)            4.1    (f) LEVELING    3  
 JU0189  NAVD 88 (06/15/91)    1.250  (m)            4.10   (f) SUPERSEDED  1 1
 JU0189  NGVD 29               1.63   (m)            5.3    (f) LEVELING    3  
 JU0189  NGVD 29 (11/26/84)    1.632  (m)            5.35   (f) ADJUSTED    1 1
 JU0189
 JU0189.Superseded values are not recommended for survey control.
 JU0189
 JU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0189.See file dsdata.pdf to determine how the superseded data were derived.
 JU0189
 JU0189_MARKER: DS = TRIANGULATION STATION DISK
 JU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0189_STAMPING: BRANT 1932 1963
 JU0189_MARK LOGO: CGS
 JU0189_PROJECTION: RECESSED 20 CENTIMETERS
 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 - September 15, 2020
 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  HISTORY     - 20070917 GOOD             NJDEP
 JU0189  HISTORY     - 20190204 GOOD             NJGS
 JU0189  HISTORY     - 20200915 GOOD             NJGS
 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.
 JU0189
 JU0189                          STATION RECOVERY (2007)
 JU0189
 JU0189'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JO)
 JU0189'RECOVERED IN GOOD CONDITION.
 JU0189
 JU0189                          STATION RECOVERY (2019)
 JU0189
 JU0189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0189'RECOVERED IN GOOD CONDITION.
 JU0189
 JU0189                          STATION RECOVERY (2020)
 JU0189
 JU0189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0189'RECOVERED IN GOOD CONDITION.
 JU0189'
 JU0189'NOTE-ADDITIONS-THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST OF WEST
 JU0189'CREEK, 5.1 MI (8.2 KM) NORTH-NORTHEAST OF BEACH HAVEN AND 1.6 MI (2.6
 JU0189'KM) SOUTH-SOUTHWEST OF SHIP BOTTOM, IN BRANT BEACH, LONG BEACH
 JU0189'TOWNSHIP.
 JU0189'
 JU0189'THE STATION IS UNDER A LANDSCAPED GRAVEL ARE BETWEEN THE SOUTHEAST
 JU0189'EDGE OF PAVING OF BAYVIEW AVENUE AND A LANDSCAPED AREA BORDERING THE
 JU0189'WHITE PVC FENCE FOR THE BRAN BEACH WATER TANK FACILITY.
 JU0189'
 JU0189'THE STATION IS 2 FT (0.6 M) SOUTHEAST OF THE EAST EDGE OF THE PAVING
 JU0189'OF BAYVIEW AVENUE, 17 FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF
 JU0189'BAYVIEW AVENUE, 83 FT (25.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 JU0189'SELFRIDGE AVENUE, 62 FT (18.9 M) SOUTH-SOUTHWEST OF POLE NUMBER P9270,
 JU0189'8 FT (2.4 M) WEST-NORTHWEST OF THE WEST FACE OF THE 10 FT (3.0 M) HIGH
 JU0189'PVC FENCE WHICH SURROUNDS THE FACILITY, 1.5 FT (0.5 M) WEST-NORTHWEST
 JU0189'OF THE WOODEN LANDSCAPE BORDER, 6.4 FT (2.0 M) NORTH-NORTHEAST OF A
 JU0189'SIGN (WATCH CHILDREN AND NEIGHBORHOOD WATCH) WITH A WITNESS SIGN
 JU0189'ATTACHED, 46 FT (14.0 M) NORTH-NORTHEAST OF POLE NUMBER P9269, 71 FT
 JU0189'(21.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO
 JU0189'THE WATER FACILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AC7089 ***********************************************************************
 AC7089  DESIGNATION -  BRANT RM 3
 AC7089  PID         -  AC7089
 AC7089  STATE/COUNTY-  NJ/OCEAN
 AC7089  COUNTRY     -  US
 AC7089  USGS QUAD   -  BEACH HAVEN (2019)
 AC7089
 AC7089                         *CURRENT SURVEY CONTROL
 AC7089  ______________________________________________________________________
 AC7089* NAD 83(1986) POSITION- 39 37 24.06   (N) 074 11 50.21   (W)   HD_HELD1
 AC7089* NAVD 88 ORTHO HEIGHT -     0.934 (meters)        3.06  (feet) ADJUSTED
 AC7089  ______________________________________________________________________
 AC7089  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 AC7089  DYNAMIC HEIGHT  -          0.933 (meters)        3.06  (feet) COMP
 AC7089  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 AC7089
 AC7089  VERT ORDER      -  FIRST     CLASS II
 AC7089
 AC7089.The horizontal coordinates were determined by differentially corrected
 AC7089.hand held GPS observations or other comparable positioning techniques
 AC7089.and have an estimated accuracy of +/- 3 meters.
 AC7089
 AC7089.The orthometric height was determined by differential leveling and
 AC7089.adjusted by the NATIONAL GEODETIC SURVEY
 AC7089.in February 2021.
 AC7089
 AC7089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7089.GEOID18 height accuracy estimate available here.
 AC7089
 AC7089.Click photographs - Photos may exist for this station.
 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       -    87,742.5     175,989.3     MT  (+/- 3 meters HH1 GPS) 
 AC7089
 AC7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6889586261(NAD 83)
 AC7089
 AC7089                          SUPERSEDED SURVEY CONTROL
 AC7089
 AC7089  NAVD 88 (04/25/97)    0.945  (m)            3.10   (f) SUPERSEDED  1 1
 AC7089
 AC7089.Superseded values are not recommended for survey control.
 AC7089
 AC7089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7089.See file dsdata.pdf to determine how the superseded data were derived.
 AC7089
 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_PROJECTION: RECESSED 24 CENTIMETERS
 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 - September 15, 2020
 AC7089
 AC7089  HISTORY     - Date     Condition        Report By
 AC7089  HISTORY     - 1932     MONUMENTED       CGS
 AC7089  HISTORY     - 19960710 GOOD             NJGS
 AC7089  HISTORY     - 20060421 GOOD             GEOCAC
 AC7089  HISTORY     - 20190204 GOOD             NJGS
 AC7089  HISTORY     - 20200915 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AC7089
 AC7089                          STATION RECOVERY (2019)
 AC7089
 AC7089'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AC7089'RECOVERED IN GOOD CONDITION.
 AC7089
 AC7089                          STATION RECOVERY (2020)
 AC7089
 AC7089'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AC7089'RECOVERED IN GOOD CONDITION.
 AC7089'
 AC7089'NOTE-ADDITIONS-THE STATION IS ON THE NORTHEAST CORNER OF THE JUNCTION
 AC7089'OF HARMONY AND BAYVIEW AVENUES INSIDE A LANDSCAPED AREA BEHIND THE
 AC7089'WOODEN EDGING.
 AC7089'
 AC7089'THE STATION IS 2 FT (0.6 M) NORTHEAST OF THE WOODEN EDGER, 21 FT (6.4
 AC7089'M) EAST-SOUTHEAST OF THE CENTERLINE OF BAYVIEW AVENUE, 26 FT (7.9 M)
 AC7089'NORTHEAST OF THE CENTERLINE OF HARMONY AVENUE, 8 FT (2.4 M) NORTHEAST
 AC7089'OF POLE NUMBER P7355, 4.8 FT (1.5 M) SOUTHWEST OF THE SOUTHWEST FACE
 AC7089'OF THE 10 FT (3.0 M) HIGH PVC FENCE SURROUNDING THE WATER FACILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0190 ***********************************************************************
 JU0190  DESIGNATION -  BRANT RM 4
 JU0190  PID         -  JU0190
 JU0190  STATE/COUNTY-  NJ/OCEAN
 JU0190  COUNTRY     -  US
 JU0190  USGS QUAD   -  BEACH HAVEN (2019)
 JU0190
 JU0190                         *CURRENT SURVEY CONTROL
 JU0190  ______________________________________________________________________
 JU0190* NAD 83(1996) POSITION- 39 37 25.14947(N) 074 11 49.22672(W)   ADJUSTED
 JU0190* NAVD 88 ORTHO HEIGHT -     1.353 (meters)        4.44  (feet) ADJUSTED
 JU0190  ______________________________________________________________________
 JU0190  GEOID HEIGHT    -        -33.638 (meters)                     GEOID18
 JU0190  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 JU0190  DYNAMIC HEIGHT  -          1.353 (meters)        4.44  (feet) COMP
 JU0190  MODELED GRAVITY -    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 and
 JU0190.adjusted by the NATIONAL GEODETIC SURVEY
 JU0190.in June 1991.
 JU0190
 JU0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0190.GEOID18 height accuracy estimate available here.
 JU0190
 JU0190.Click photographs - Photos may exist for this station.
 JU0190
 JU0190.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000507  x   0.99990833  =   0.99991339
 JU0190!UTM  18      -   1.00000507  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6891886295(NAD 83)
 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                           7.355 METERS 31105     |
 JU0190| AA9183 BRANT DISTURBED                                    31703     |
 JU0190| JU2680 LITTLE EGG WATERWAY LIGHT 28        APPROX. 2.0 KM 3392302.2 |
 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               1.74   (m)            5.7    (f) LEVELING    3  
 JU0190  NGVD 29 (11/26/84)    1.735  (m)            5.69   (f) ADJUSTED    1 1
 JU0190
 JU0190.Superseded values are not recommended for survey control.
 JU0190
 JU0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0190.See file dsdata.pdf to determine how the superseded data were derived.
 JU0190
 JU0190_MARKER: DR = REFERENCE MARK DISK
 JU0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0190_STAMPING: BRANT NO 4 1932
 JU0190_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0191 ***********************************************************************
 JU0191  DESIGNATION -  BRANT RM 5
 JU0191  PID         -  JU0191
 JU0191  STATE/COUNTY-  NJ/OCEAN
 JU0191  COUNTRY     -  US
 JU0191  USGS QUAD   -  BEACH HAVEN (2019)
 JU0191
 JU0191                         *CURRENT SURVEY CONTROL
 JU0191  ______________________________________________________________________
 JU0191* NAD 83(1986) POSITION- 39 37 24.31   (N) 074 11 49.56   (W)   HD_HELD1
 JU0191* NAVD 88 ORTHO HEIGHT -     1.285 (meters)        4.22  (feet) ADJUSTED
 JU0191  ______________________________________________________________________
 JU0191  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 JU0191  DYNAMIC HEIGHT  -          1.284 (meters)        4.21  (feet) COMP
 JU0191  MODELED GRAVITY -    980,147.1   (mgal)                       NAVD 88
 JU0191
 JU0191  VERT ORDER      -  FIRST     CLASS I
 JU0191
 JU0191.The horizontal coordinates were determined by differentially corrected
 JU0191.hand held GPS observations or other comparable positioning techniques
 JU0191.and have an estimated accuracy of +/- 3 meters.
 JU0191
 JU0191.The orthometric height was determined by differential leveling and
 JU0191.adjusted by the NATIONAL GEODETIC SURVEY
 JU0191.in June 1991.
 JU0191
 JU0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0191.GEOID18 height accuracy estimate available here.
 JU0191
 JU0191.Click photographs - Photos may exist for this station.
 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       -    87,750.3     176,004.7     MT  (+/- 3 meters HH1 GPS) 
 JU0191
 JU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6891086269(NAD 83)
 JU0191
 JU0191                          SUPERSEDED SURVEY CONTROL
 JU0191
 JU0191  NGVD 29 (11/26/84)    1.667  (m)            5.47   (f) ADJUSTED    1 1
 JU0191
 JU0191.Superseded values are not recommended for survey control.
 JU0191
 JU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0191.See file dsdata.pdf to determine how the superseded data were derived.
 JU0191
 JU0191_MARKER: DR = REFERENCE MARK DISK
 JU0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0191_STAMPING: BRANT NO 5 1932
 JU0191_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0763 ***********************************************************************
 KV0763  DESIGNATION -  BRASS BOLT
 KV0763  PID         -  KV0763
 KV0763  STATE/COUNTY-  NJ/MONMOUTH
 KV0763  COUNTRY     -  US
 KV0763  USGS QUAD   -  KEYPORT (2016)
 KV0763
 KV0763                         *CURRENT SURVEY CONTROL
 KV0763  ______________________________________________________________________
 KV0763* NAD 83(1986) POSITION- 40 25 13.     (N) 074 13 26.     (W)   SCALED
 KV0763* NAVD 88 ORTHO HEIGHT -    12.151 (meters)       39.87  (feet) ADJUSTED
 KV0763  ______________________________________________________________________
 KV0763  GEOID HEIGHT    -        -32.374 (meters)                     GEOID18
 KV0763  DYNAMIC HEIGHT  -         12.146 (meters)       39.85  (feet) COMP
 KV0763  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 KV0763
 KV0763  VERT ORDER      -  FIRST     CLASS II
 KV0763
 KV0763.The horizontal coordinates were scaled from a map and have
 KV0763.an estimated accuracy of +/- 6 seconds.
 KV0763
 KV0763.The orthometric height was determined by differential leveling and
 KV0763.adjusted by the NATIONAL GEODETIC SURVEY
 KV0763.in June 1991.
 KV0763
 KV0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0763.GEOID18 height accuracy estimate available here.
 KV0763
 KV0763.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK658746(NAD 83)
 KV0763
 KV0763                          SUPERSEDED SURVEY CONTROL
 KV0763
 KV0763  NGVD 29 (04/16/92)   12.371  (m)           40.59   (f) ADJUSTED    1 2
 KV0763  NGVD 29 (??/??/87)   12.512  (m)           41.05   (f) SUPERSEDED  1 2
 KV0763
 KV0763.Superseded values are not recommended for survey control.
 KV0763
 KV0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0763.See file dsdata.pdf to determine how the superseded data were derived.
 KV0763
 KV0763_MARKER: B = BOLT
 KV0763_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0763+WITH SETTING: PAVEMENT
 KV0763_SP_SET: SHED BASE
 KV0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0763+STABILITY: SURFACE MOTION
 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  HISTORY     - 20141030 MARK NOT FOUND   NJGS
 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.
 KV0763
 KV0763                          STATION RECOVERY (2014)
 KV0763
 KV0763'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV0763'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4689 ***********************************************************************
 KV4689  DESIGNATION -  BREWERY 1913
 KV4689  PID         -  KV4689
 KV4689  STATE/COUNTY-  NJ/ESSEX
 KV4689  COUNTRY     -  US
 KV4689  USGS QUAD   -  ELIZABETH (2016)
 KV4689
 KV4689                         *CURRENT SURVEY CONTROL
 KV4689  ______________________________________________________________________
 KV4689* NAD 83(1996) POSITION- 40 44 32.61551(N) 074 09 57.82035(W)   ADJUSTED
 KV4689* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV4689  ______________________________________________________________________
 KV4689  GEOID HEIGHT    -        -32.300 (meters)                     GEOID18
 KV4689  LAPLACE CORR    -          5.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4689.GEOID18 height accuracy estimate available here.
 KV4689
 KV4689.Click photographs - Photos may exist for this station.
 KV4689
 KV4689.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4689
 KV4689. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000418  x   0.99990979  =   0.99991397
 KV4689!SPC NY L     -   1.00000418  x   0.99999666  =   1.00000084
 KV4689!UTM  18      -   1.00000418  x   0.99966102  =   0.99966520
 KV4689
 KV4689:                Primary Azimuth Mark                     Grid Az
 KV4689:SPC NJ       -  THREAD 1913                              359 30 39.5
 KV4689:SPC NY L     -  THREAD 1913                              359 50 15.1
 KV4689:UTM  18      -  THREAD 1913                              359 11 04.6
 KV4689
 KV4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7040810495(NAD 83)
 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  USSD        -  40 44 32.62600(N)    074 09 59.18800(W) AD(       ) 3
 KV4689
 KV4689.Superseded values are not recommended for survey control.
 KV4689
 KV4689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4689.See file dsdata.pdf to determine how the superseded data were derived.
 KV4689
 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 = JULY 24, 2026 22:12:30 EDT
 KV3982 ***********************************************************************
 KV3982  DESIGNATION -  BRICK
 KV3982  PID         -  KV3982
 KV3982  STATE/COUNTY-  NJ/BERGEN
 KV3982  COUNTRY     -  US
 KV3982  USGS QUAD   -  WEEHAWKEN (2016)
 KV3982
 KV3982                         *CURRENT SURVEY CONTROL
 KV3982  ______________________________________________________________________
 KV3982* NAD 83(1996) POSITION- 40 50 04.55734(N) 074 01 51.17265(W)   ADJUSTED
 KV3982* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3982  ______________________________________________________________________
 KV3982  GEOID HEIGHT    -        -31.837 (meters)                     GEOID18
 KV3982  LAPLACE CORR    -          7.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3982.GEOID18 height accuracy estimate available here.
 KV3982
 KV3982.Click photographs - Photos may exist for this station.
 KV3982
 KV3982.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3982
 KV3982. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99991926  =   0.99992415
 KV3982!SPC NY L     -   1.00000489  x   0.99999494  =   0.99999983
 KV3982!UTM  18      -   1.00000489  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8170820848(NAD 83)
 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
 KV3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3982.See file dsdata.pdf to determine how the superseded data were derived.
 KV3982
 KV3982_MARKER: DS = TRIANGULATION STATION DISK
 KV3982_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3982_MARK LOGO: CGS
 KV3982_MAGNETIC: P = MARKER IS A STEEL PIPE
 KV3982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4143 ***********************************************************************
 KV4143  DESIGNATION -  BRICK CHURCH SPIRE
 KV4143  PID         -  KV4143
 KV4143  STATE/COUNTY-  NJ/ESSEX
 KV4143  COUNTRY     -  US
 KV4143  USGS QUAD   -  ORANGE (2016)
 KV4143
 KV4143                         *CURRENT SURVEY CONTROL
 KV4143  ______________________________________________________________________
 KV4143* NAD 83(1996) POSITION- 40 45 23.06625(N) 074 10 12.49644(W)   ADJUSTED
 KV4143  ______________________________________________________________________
 KV4143  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 KV4143  LAPLACE CORR    -          5.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4143.GEOID18 height accuracy estimate available here.
 KV4143
 KV4143.Click photographs - Photos may exist for this station.
 KV4143
 KV4143.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4143
 KV4143. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7004912047(NAD 83)
 KV4143
 KV4143                          SUPERSEDED SURVEY CONTROL
 KV4143
 KV4143  NAD 83(1996)-  40 45 23.06606(N)    074 10 12.49664(W) AD(       ) 3
 KV4143  NAD 83(1986)-  40 45 23.06242(N)    074 10 12.50003(W) AD(       ) 3
 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
 KV4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4143.See file dsdata.pdf to determine how the superseded data were derived.
 KV4143
 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 = JULY 24, 2026 22:12:30 EDT
 KV4333 ***********************************************************************
 KV4333  DESIGNATION -  BRIDGE
 KV4333  PID         -  KV4333
 KV4333  STATE/COUNTY-  NJ/HUDSON
 KV4333  COUNTRY     -  US
 KV4333  USGS QUAD   -  JERSEY CITY (2019)
 KV4333
 KV4333                         *CURRENT SURVEY CONTROL
 KV4333  ______________________________________________________________________
 KV4333* NAD 83(1996) POSITION- 40 41 32.52380(N) 074 06 20.90329(W)   ADJUSTED
 KV4333* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV4333  ______________________________________________________________________
 KV4333  GEOID HEIGHT    -        -32.134 (meters)                     GEOID18
 KV4333  LAPLACE CORR    -          6.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4333.GEOID18 height accuracy estimate available here.
 KV4333
 KV4333.Click photographs - Photos may exist for this station.
 KV4333
 KV4333.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4333
 KV4333. The following values were computed from the NAD 83(1996) position.
 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       -  B 2                                      213 36 29.8
 KV4333:SPC NY L     -  B 2                                      213 56 04.2
 KV4333:UTM  18      -  B 2                                      213 16 56.2
 KV4333
 KV4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7555204992(NAD 83)
 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  USSD        -  40 41 32.53100(N)    074 06 22.29100(W) AD(       ) 3
 KV4333
 KV4333.Superseded values are not recommended for survey control.
 KV4333
 KV4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4333.See file dsdata.pdf to determine how the superseded data were derived.
 KV4333
 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 = JULY 24, 2026 22:12:30 EDT
 KV0263 ***********************************************************************
 KV0263  DESIGNATION -  BRIDGE 1
 KV0263  PID         -  KV0263
 KV0263  STATE/COUNTY-  NJ/ESSEX
 KV0263  COUNTRY     -  US
 KV0263  USGS QUAD   -  JERSEY CITY (2019)
 KV0263
 KV0263                         *CURRENT SURVEY CONTROL
 KV0263  ______________________________________________________________________
 KV0263* NAD 83(1986) POSITION- 40 43 57.     (N) 074 07 08.     (W)   SCALED
 KV0263* NAVD 88 ORTHO HEIGHT -    14.464 (meters)       47.45  (feet) ADJUSTED
 KV0263  ______________________________________________________________________
 KV0263  GEOID HEIGHT    -        -32.166 (meters)                     GEOID18
 KV0263  DYNAMIC HEIGHT  -         14.458 (meters)       47.43  (feet) COMP
 KV0263  MODELED GRAVITY -    980,232.7   (mgal)                       NAVD 88
 KV0263
 KV0263  VERT ORDER      -  FIRST     CLASS I
 KV0263
 KV0263.The horizontal coordinates were scaled from a map and have
 KV0263.an estimated accuracy of +/- 6 seconds.
 KV0263
 KV0263.The orthometric height was determined by differential leveling and
 KV0263.adjusted by the NATIONAL GEODETIC SURVEY
 KV0263.in June 1991.
 KV0263
 KV0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0263.GEOID18 height accuracy estimate available here.
 KV0263
 KV0263.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL744094(NAD 83)
 KV0263
 KV0263                          SUPERSEDED SURVEY CONTROL
 KV0263
 KV0263  NGVD 29 (04/16/92)   14.811  (m)           48.59   (f) ADJUSTED    1 1
 KV0263  NGVD 29 (??/??/87)   14.811  (m)           48.59   (f) SUPERSEDED  1 1
 KV0263
 KV0263.Superseded values are not recommended for survey control.
 KV0263
 KV0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0263.See file dsdata.pdf to determine how the superseded data were derived.
 KV0263
 KV0263_MARKER: DD = SURVEY DISK
 KV0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0263_SP_SET: BRIDGE
 KV0263_MARK LOGO: USACE
 KV0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0263
 KV0263  HISTORY     - Date     Condition        Report By
 KV0263  HISTORY     - 1965     MONUMENTED       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV0264 ***********************************************************************
 KV0264  DESIGNATION -  BRIDGE 2
 KV0264  PID         -  KV0264
 KV0264  STATE/COUNTY-  NJ/HUDSON
 KV0264  COUNTRY     -  US
 KV0264  USGS QUAD   -  JERSEY CITY (2019)
 KV0264
 KV0264                         *CURRENT SURVEY CONTROL
 KV0264  ______________________________________________________________________
 KV0264* NAD 83(1986) POSITION- 40 43 56.     (N) 074 07 02.     (W)   SCALED
 KV0264* NAVD 88 ORTHO HEIGHT -    14.600 (meters)       47.90  (feet) ADJUSTED
 KV0264  ______________________________________________________________________
 KV0264  GEOID HEIGHT    -        -32.161 (meters)                     GEOID18
 KV0264  DYNAMIC HEIGHT  -         14.594 (meters)       47.88  (feet) COMP
 KV0264  MODELED GRAVITY -    980,233.1   (mgal)                       NAVD 88
 KV0264
 KV0264  VERT ORDER      -  FIRST     CLASS I
 KV0264
 KV0264.The horizontal coordinates were scaled from a map and have
 KV0264.an estimated accuracy of +/- 6 seconds.
 KV0264
 KV0264.The orthometric height was determined by differential leveling and
 KV0264.adjusted by the NATIONAL GEODETIC SURVEY
 KV0264.in June 1991.
 KV0264
 KV0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0264.GEOID18 height accuracy estimate available here.
 KV0264
 KV0264.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745094(NAD 83)
 KV0264
 KV0264                          SUPERSEDED SURVEY CONTROL
 KV0264
 KV0264  NGVD 29 (04/16/92)   14.947  (m)           49.04   (f) ADJUSTED    1 1
 KV0264  NGVD 29 (??/??/87)   14.947  (m)           49.04   (f) SUPERSEDED  1 1
 KV0264
 KV0264.Superseded values are not recommended for survey control.
 KV0264
 KV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0264.See file dsdata.pdf to determine how the superseded data were derived.
 KV0264
 KV0264_MARKER: DD = SURVEY DISK
 KV0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0264_SP_SET: BRIDGE
 KV0264_MARK LOGO: USACE
 KV0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0264
 KV0264  HISTORY     - Date     Condition        Report By
 KV0264  HISTORY     - 1965     MONUMENTED       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV5657 ***********************************************************************
 KV5657  DESIGNATION -  BRIDGE 2
 KV5657  PID         -  KV5657
 KV5657  STATE/COUNTY-  NJ/BURLINGTON
 KV5657  COUNTRY     -  US
 KV5657  USGS QUAD   -  BRISTOL (2019)
 KV5657
 KV5657                         *CURRENT SURVEY CONTROL
 KV5657  ______________________________________________________________________
 KV5657* NAD 83(1996) POSITION- 40 06 04.89930(N) 074 49 49.60718(W)   ADJUSTED
 KV5657* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5657  ______________________________________________________________________
 KV5657  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 KV5657  LAPLACE CORR    -          3.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5657.GEOID18 height accuracy estimate available here.
 KV5657
 KV5657.Click photographs - Photos may exist for this station.
 KV5657
 KV5657.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5657
 KV5657. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000474  x   0.99990977  =   0.99991451
 KV5657!SPC PA S     -   1.00000474  x   0.99997798  =   0.99998272
 KV5657!UTM  18      -   1.00000474  x   0.99960257  =   0.99960731
 KV5657
 KV5657:                Primary Azimuth Mark                     Grid Az
 KV5657:SPC NJ       -  BRISTOL PATENT LEATHER E TANK            324 11 21.5
 KV5657:SPC PA S     -  BRISTOL PATENT LEATHER E TANK            322 04 56.1
 KV5657:UTM  18      -  BRISTOL PATENT LEATHER E TANK            323 52 02.0
 KV5657
 KV5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1445139021(NAD 83)
 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
 KV5657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5657.See file dsdata.pdf to determine how the superseded data were derived.
 KV5657
 KV5657_MARKER: DS = TRIANGULATION STATION DISK
 KV5657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5657_STAMPING: BRIDGE 2 1935
 KV5657_MARK LOGO: CGS
 KV5657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5657+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2866 ***********************************************************************
 JU2866  DESIGNATION -  BRIDGE TENDERS HOUSE
 JU2866  PID         -  JU2866
 JU2866  STATE/COUNTY-  NJ/CAPE MAY
 JU2866  COUNTRY     -  US
 JU2866  USGS QUAD   -  MARMORA (2019)
 JU2866
 JU2866                         *CURRENT SURVEY CONTROL
 JU2866  ______________________________________________________________________
 JU2866* NAD 83(1996) POSITION- 39 17 33.65512(N) 074 37 34.46387(W)   ADJUSTED
 JU2866  ______________________________________________________________________
 JU2866  GEOID HEIGHT    -        -34.513 (meters)                     GEOID18
 JU2866  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2866.GEOID18 height accuracy estimate available here.
 JU2866
 JU2866.Click photographs - Photos may exist for this station.
 JU2866
 JU2866.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2866
 JU2866. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3223049323(NAD 83)
 JU2866
 JU2866                          SUPERSEDED SURVEY CONTROL
 JU2866
 JU2866  NAD 83(1986)-  39 17 33.64074(N)    074 37 34.46451(W) AD(       ) 3
 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
 JU2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2866.See file dsdata.pdf to determine how the superseded data were derived.
 JU2866
 JU2866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2866+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 JU2866
 JU2866  HISTORY     - Date     Condition        Report By
 JU2866  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2866  HISTORY     - 1937     GOOD             CGS
 JU2866  HISTORY     - 1950     GOOD             CGS
 JU2866  HISTORY     - 20110823 GOOD             INDIV
 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.
 JU2866
 JU2866                          STATION RECOVERY (2011)
 JU2866
 JU2866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU2866'RECOVERED AS DESCRIBED. THIS LOCATION IS ON THE FORMER BEESLEYS POINT
 JU2866'BRIDGE OVER GREAT EGG HARBOR BAY WHICH IS ON A SECTION OF U.S. HIGHWAY
 JU2866'9 THAT HAS BEEN CLOSED AND ABANDONED SINCE 2004. THE BRIDGE IS
 JU2866'SCHEDULED TO BE DEMOLISHED IN THE NEXT FEW YEARS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3295 ***********************************************************************
 JU3295  DESIGNATION -  BRIDGEPORT MUNICIPAL TANK
 JU3295  PID         -  JU3295
 JU3295  STATE/COUNTY-  NJ/GLOUCESTER
 JU3295  COUNTRY     -  US
 JU3295  USGS QUAD   -  BRIDGEPORT (2019)
 JU3295
 JU3295                         *CURRENT SURVEY CONTROL
 JU3295  ______________________________________________________________________
 JU3295* NAD 83(1996) POSITION- 39 47 55.31874(N) 075 21 06.40173(W)   ADJUSTED
 JU3295  ______________________________________________________________________
 JU3295  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 JU3295  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3295.GEOID18 height accuracy estimate available here.
 JU3295
 JU3295.Click photographs - Photos may exist for this station.
 JU3295
 JU3295.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3295
 JU3295. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,405,474.415   469,884.291   MT  0.99961117   -0 13 30.6
 JU3295
 JU3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6988405474(NAD 83)
 JU3295
 JU3295                          SUPERSEDED SURVEY CONTROL
 JU3295
 JU3295  NAD 83(1991)-  39 47 55.31797(N)    075 21 06.40200(W) AD(       ) 3
 JU3295  NAD 83(1986)-  39 47 55.31411(N)    075 21 06.40450(W) AD(       ) 3
 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
 JU3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3295.See file dsdata.pdf to determine how the superseded data were derived.
 JU3295
 JU3295_MARKER: 51 = TANK
 JU3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3295+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2007
 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  HISTORY     - 20070517 GOOD             UE
 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.
 JU3295
 JU3295                          STATION RECOVERY (2007)
 JU3295
 JU3295'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3295'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4011 ***********************************************************************
 JU4011  DESIGNATION -  BRIDGEPORT PRIMARY PAIR 1
 JU4011  PID         -  JU4011
 JU4011  STATE/COUNTY-  NJ/GLOUCESTER
 JU4011  COUNTRY     -  US
 JU4011  USGS QUAD   -  BRIDGEPORT (2019)
 JU4011
 JU4011                         *CURRENT SURVEY CONTROL
 JU4011  ______________________________________________________________________
 JU4011* NAD 83(2011) POSITION- 39 47 49.95466(N) 075 20 33.90004(W)   ADJUSTED
 JU4011* NAD 83(2011) ELLIP HT-   -27.305 (meters)        (06/27/12)   ADJUSTED
 JU4011* NAD 83(2011) EPOCH   -  2010.00
 JU4011* NAVD 88 ORTHO HEIGHT -     5.710 (meters)       18.73  (feet) ADJUSTED
 JU4011  ______________________________________________________________________
 JU4011  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 JU4011  NAD 83(2011) X  -  1,241,681.195 (meters)                     COMP
 JU4011  NAD 83(2011) Y  - -4,747,435.709 (meters)                     COMP
 JU4011  NAD 83(2011) Z  -  4,060,693.986 (meters)                     COMP
 JU4011  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 JU4011  DYNAMIC HEIGHT  -          5.707 (meters)       18.72  (feet) COMP
 JU4011  MODELED GRAVITY -    980,166.7   (mgal)                       NAVD 88
 JU4011
 JU4011  VERT ORDER      -  FIRST     CLASS II
 JU4011
 JU4011  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4011  Standards:
 JU4011         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4011            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4011  -------------------------------------------------------------------
 JU4011  NETWORK    0.54   0.94           0.25   0.18   0.48      0.08401245
 JU4011  -------------------------------------------------------------------
 JU4011  Click here for local accuracies and other accuracy information.
 JU4011
 JU4011.The horizontal coordinates were established by GPS observations
 JU4011.and adjusted by the National Geodetic Survey in June 2012.
 JU4011
 JU4011.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4011.been affixed to the stable North American tectonic plate. See 
 JU4011.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4011
 JU4011.The horizontal coordinates are valid at the epoch date displayed above
 JU4011.which is a decimal equivalence of Year/Month/Day.
 JU4011
 JU4011.The orthometric height was determined by differential leveling and
 JU4011.adjusted by the NATIONAL GEODETIC SURVEY
 JU4011.in May 2011.
 JU4011
 JU4011.No vertical observational check was made to the station.
 JU4011
 JU4011.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4011.GEOID18 height accuracy estimate available here.
 JU4011
 JU4011.Click photographs - Photos may exist for this station.
 JU4011
 JU4011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4011
 JU4011.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4011
 JU4011.The ellipsoidal height was determined by GPS observations
 JU4011.and is referenced to NAD 83.
 JU4011
 JU4011.The dynamic height is computed by dividing the NAVD 88
 JU4011.geopotential number by the normal gravity value computed on the
 JU4011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4011.degrees latitude (g = 980.6199 gals.).
 JU4011
 JU4011.The modeled gravity was interpolated from observed gravity values.
 JU4011
 JU4011. The following values were computed from the NAD 83(2011) position.
 JU4011
 JU4011;                    North         East     Units Scale Factor Converg.
 JU4011;SPC NJ       -   107,340.049    77,828.634   MT  0.99996410   -0 32 22.0
 JU4011;SPC NJ       -   352,164.81    255,342.78   sFT  0.99996410   -0 32 22.0
 JU4011;SPC PA S     -    54,316.486   806,150.594   MT  1.00002407   +1 33 42.5
 JU4011;SPC PA S     -   178,203.34  2,644,845.74   sFT  1.00002407   +1 33 42.5
 JU4011;UTM  18      - 4,405,306.044   470,656.567   MT  0.99961060   -0 13 09.8
 JU4011
 JU4011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4011!SPC NJ       -   1.00000428  x   0.99996410  =   0.99996838
 JU4011!SPC PA S     -   1.00000428  x   1.00002407  =   1.00002835
 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 47.8
 JU4011:SPC PA S     -  BRIDGEPORT PRIMARY PAIR 2                148 05 43.3
 JU4011:UTM  18      -  BRIDGEPORT PRIMARY PAIR 2                149 52 35.6
 JU4011
 JU4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7065605306(NAD 83)
 JU4011
 JU4011|---------------------------------------------------------------------|
 JU4011| PID    Reference Object                     Distance      Geod. Az  |
 JU4011|                                                           dddmmss.s |
 JU4011| JU4012 BRIDGEPORT PRIMARY PAIR 2           444.255 METERS 1493925.8 |
 JU4011|---------------------------------------------------------------------|
 JU4011
 JU4011                          SUPERSEDED SURVEY CONTROL
 JU4011
 JU4011  NAD 83(2007)-  39 47 49.95501(N)    075 20 33.90080(W) AD(2002.00) 0
 JU4011  ELLIP H (02/10/07)  -27.292  (m)                       GP(2002.00)    
 JU4011  ELLIP H (09/25/02)  -27.284  (m)                       GP(       ) 4 1
 JU4011  NAD 83(1996)-  39 47 49.95480(N)    075 20 33.90114(W) AD(       ) 1
 JU4011  ELLIP H (03/31/00)  -27.266  (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)  -27.266  (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)  -27.341  (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  NAVD 88 (03/31/00)    5.7    (m)  GEOID99  model used  GPS OBS        
 JU4011  NGVD 29 (08/10/88)    6.1    (m)  RAPSU86  model used  GPS OBS        
 JU4011
 JU4011.Superseded values are not recommended for survey control.
 JU4011
 JU4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4011.See file dsdata.pdf to determine how the superseded data were derived.
 JU4011
 JU4011_MARKER: F = FLANGE-ENCASED ROD
 JU4011_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4011_STAMPING: BRIDGEPORT PP1 1987
 JU4011_MARK LOGO: NGS
 JU4011_PROJECTION: RECESSED 8 CENTIMETERS
 JU4011_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4011+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2021
 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  HISTORY     - 20060925 GOOD             NJDT
 JU4011  HISTORY     - 20070111 GOOD             JCLS
 JU4011  HISTORY     - 20080303 GOOD             NJGS
 JU4011  HISTORY     - 20210511 SEE DESCRIPTION  AAAS
 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.
 JU4011
 JU4011                          STATION RECOVERY (2006)
 JU4011
 JU4011'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (JFL)
 JU4011'RECOVERED AS DESCRIBED
 JU4011
 JU4011                          STATION RECOVERY (2007)
 JU4011
 JU4011'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 JU4011'RECOVERED IN GOOD CONDITION.
 JU4011
 JU4011                          STATION RECOVERY (2008)
 JU4011
 JU4011'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 JU4011'RECOVERED AS DESCRIBED.
 JU4011'
 JU4011'NOTE-LOCATED IN THE ABANDONED AIRPORT.
 JU4011
 JU4011                          STATION RECOVERY (2021)
 JU4011
 JU4011'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 JU4011'THE STATION WAS NOT RECOVERED AS NO ACCESS TO SITE IS ALLOWED.  THE
 JU4011'AIRPORT PROPERTY IS NOW PART OF A MAJOR COMMERCIAL DEVELOPMENT PROJECT
 JU4011'NOW IN PROGRESS.  THE STATION SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2267 ***********************************************************************
 JU2267  DESIGNATION -  BRIDGETON
 JU2267  PID         -  JU2267
 JU2267  STATE/COUNTY-  NJ/CUMBERLAND
 JU2267  COUNTRY     -  US
 JU2267  USGS QUAD   -  BRIDGETON (2019)
 JU2267
 JU2267                         *CURRENT SURVEY CONTROL
 JU2267  ______________________________________________________________________
 JU2267* NAD 83(1996) POSITION- 39 25 34.83003(N) 075 12 51.95387(W)   ADJUSTED
 JU2267* NAVD 88 ORTHO HEIGHT -    32.129 (meters)      105.41  (feet) ADJUSTED
 JU2267  ______________________________________________________________________
 JU2267  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 JU2267  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 JU2267  DYNAMIC HEIGHT  -         32.112 (meters)      105.35  (feet) COMP
 JU2267  MODELED GRAVITY -    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 and
 JU2267.adjusted by the NATIONAL GEODETIC SURVEY
 JU2267.in April 2013.
 JU2267
 JU2267.No vertical observational check was made to the station.
 JU2267
 JU2267.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2267.GEOID18 height accuracy estimate available here.
 JU2267
 JU2267.Click photographs - Photos may exist for this station.
 JU2267
 JU2267.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000026  x   0.99960419  =   0.99960445
 JU2267
 JU2267:                Primary Azimuth Mark                     Grid Az
 JU2267:SPC NJ       -  TS 3080                                  108 53 05.6
 JU2267:UTM  18      -  TS 3080                                  108 34 02.4
 JU2267
 JU2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8154364111(NAD 83)
 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  NAVD 88 (06/15/91)   32.130  (m)          105.41   (f) SUPERSEDED  1 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
 JU2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2267.See file dsdata.pdf to determine how the superseded data were derived.
 JU2267
 JU2267_MARKER: DS = TRIANGULATION STATION DISK
 JU2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2267_STAMPING: BRIDGETON 1935
 JU2267_MARK LOGO: CGS
 JU2267_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2267_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - August 22, 2016
 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  HISTORY     - 20070410 GOOD             INDIV
 JU2267  HISTORY     - 20110523 GOOD             NJGS
 JU2267  HISTORY     - 20160822 GOOD             NJGS
 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.
 JU2267
 JU2267                          STATION RECOVERY (2007)
 JU2267
 JU2267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (WMS)
 JU2267'RECOVERED AS DESCRIBED
 JU2267
 JU2267                          STATION RECOVERY (2011)
 JU2267
 JU2267'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU2267'RECOVERED IN GOOD CONDITION.  NOTE ADDITIONS-THE STATION IS LOCATED IN
 JU2267'THE CITY OF BRIDGETON, ON THE NORTH SIDE OF EAST COMMERCE AVENUE
 JU2267'(ROUTE 49).  THE STATION IS ON TOP OF THE HILL FOR THE WATER TANK.
 JU2267'
 JU2267'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 JU2267'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 1.15 MI (1.9
 JU2267'KM) EAST ON ROUTE 49 TO THE JUNCTION WITH PARK AVENUE.  TURN LEFT AND
 JU2267'GO 0.05 MI (0.1 KM) NORTH TO THE GATE AND ROAD LEADING TO THE WATER
 JU2267'TANK.  TURN LEFT AND GO UP THE ROAD FOR ABOUT 200 FT (61.0 M) TO THE
 JU2267'STATION NEAR THE SOUTHEAST SIDE OF THE WATER TANK.
 JU2267'
 JU2267'THE STATION IS ALSO ABOUT 101 FT (30.8 M) EAST OF BENCH MARK Z 82.
 JU2267
 JU2267                          STATION RECOVERY (2016)
 JU2267
 JU2267'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU2267'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2268 ***********************************************************************
 JU2268  DESIGNATION -  BRIDGETON RM 1
 JU2268  PID         -  JU2268
 JU2268  STATE/COUNTY-  NJ/CUMBERLAND
 JU2268  COUNTRY     -  US
 JU2268  USGS QUAD   -  BRIDGETON (2019)
 JU2268
 JU2268                         *CURRENT SURVEY CONTROL
 JU2268  ______________________________________________________________________
 JU2268* NAD 83(1986) POSITION- 39 25 35.78   (N) 075 12 51.35   (W)   HD_HELD1
 JU2268* NAVD 88 ORTHO HEIGHT -    32.141 (meters)      105.45  (feet) ADJUSTED
 JU2268  ______________________________________________________________________
 JU2268  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 JU2268  DYNAMIC HEIGHT  -         32.125 (meters)      105.40  (feet) COMP
 JU2268  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 JU2268
 JU2268  VERT ORDER      -  FIRST     CLASS II
 JU2268
 JU2268.The horizontal coordinates were determined by differentially corrected
 JU2268.hand held GPS observations or other comparable positioning techniques
 JU2268.and have an estimated accuracy of +/- 3 meters.
 JU2268
 JU2268.The orthometric height was determined by differential leveling and
 JU2268.adjusted by the NATIONAL GEODETIC SURVEY
 JU2268.in March 2017.
 JU2268
 JU2268.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2268.GEOID18 height accuracy estimate available here.
 JU2268
 JU2268.Click photographs - Photos may exist for this station.
 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       -    66,100.7      88,505.0     MT  (+/- 3 meters HH1 GPS) 
 JU2268
 JU2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8155864141(NAD 83)
 JU2268
 JU2268                          SUPERSEDED SURVEY CONTROL
 JU2268
 JU2268  NAVD 88 (06/15/91)   32.140  (m)          105.45   (f) SUPERSEDED  1 2
 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
 JU2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2268.See file dsdata.pdf to determine how the superseded data were derived.
 JU2268
 JU2268_MARKER: DR = REFERENCE MARK DISK
 JU2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2268_STAMPING: BRIDGETON NO 1 1935
 JU2268_MARK LOGO: CGS
 JU2268_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2268_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2268+STABILITY: SURFACE MOTION
 JU2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2268+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2016
 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  HISTORY     - 20110523 GOOD             NJGS
 JU2268  HISTORY     - 20160812 GOOD             NJGS
 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.
 JU2268
 JU2268                          STATION RECOVERY (2011)
 JU2268
 JU2268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU2268'RECOVERED IN GOOD CONDITION.
 JU2268'
 JU2268'NOTE-ADDITIONS-THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE
 JU2268'NORTH SIDE OF EAST COMMERCE AVENUE (ROUTE 49).  THE STATION IS ON TOP
 JU2268'OF THE HILL FOR THE WATER TANK.
 JU2268'
 JU2268'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 JU2268'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 1.15 MI (1.9
 JU2268'KM) EAST ON ROUTE 49 TO THE JUNCTION WITH PARK AVENUE.  TURN LEFT AND
 JU2268'GO 0.05 MI (0.1 KM) NORTH TO THE GATE AND ROAD LEADING TO THE WATER
 JU2268'TANK.  TURN LEFT AND GO UP THE ROAD FOR ABOUT 130 FT (39.6 M) TO THE
 JU2268'STATION NEAR THE EAST SIDE OF THE WATER TANK.
 JU2268
 JU2268                          STATION RECOVERY (2016)
 JU2268
 JU2268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU2268'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5224 ***********************************************************************
 KV5224  DESIGNATION -  BRIELLE WATER TANK
 KV5224  PID         -  KV5224
 KV5224  STATE/COUNTY-  NJ/MONMOUTH
 KV5224  COUNTRY     -  US
 KV5224  USGS QUAD   -  POINT PLEASANT (2019)
 KV5224
 KV5224                         *CURRENT SURVEY CONTROL
 KV5224  ______________________________________________________________________
 KV5224* NAD 83(1996) POSITION- 40 06 46.28462(N) 074 03 43.19095(W)   ADJUSTED
 KV5224  ______________________________________________________________________
 KV5224  GEOID HEIGHT    -        -32.987 (meters)                     GEOID18
 KV5224  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5224.GEOID18 height accuracy estimate available here.
 KV5224
 KV5224.Click photographs - Photos may exist for this station.
 KV5224
 KV5224.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5224
 KV5224. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7993640704(NAD 83)
 KV5224
 KV5224                          SUPERSEDED SURVEY CONTROL
 KV5224
 KV5224  NAD 83(1986)-  40 06 46.28058(N)    074 03 43.18512(W) AD(       ) 3
 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
 KV5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5224.See file dsdata.pdf to determine how the superseded data were derived.
 KV5224
 KV5224_MARKER: 53 = ELEVATED TANK
 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 = JULY 24, 2026 22:12:30 EDT
 JU2755 ***********************************************************************
 JU2755  DESIGNATION -  BRIGANTINE
 JU2755  PID         -  JU2755
 JU2755  STATE/COUNTY-  NJ/ATLANTIC
 JU2755  COUNTRY     -  US
 JU2755  USGS QUAD   -  BRIGANTINE INLET (2019)
 JU2755
 JU2755                         *CURRENT SURVEY CONTROL
 JU2755  ______________________________________________________________________
 JU2755* NAD 83(1996) POSITION- 39 25 43.57349(N) 074 20 24.15585(W)   ADJUSTED
 JU2755* NAVD 88 ORTHO HEIGHT -     1.6   (meters)        5.    (feet) VERTCON3
 JU2755  ______________________________________________________________________
 JU2755  GEOID HEIGHT    -        -34.244 (meters)                     GEOID18
 JU2755  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2755.GEOID18 height accuracy estimate available here.
 JU2755
 JU2755.Click photographs - Photos may exist for this station.
 JU2755
 JU2755.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2755
 JU2755. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000512  x   0.99990233  =   0.99990745
 JU2755!UTM  18      -   1.00000512  x   0.99963972  =   0.99964484
 JU2755
 JU2755:                Primary Azimuth Mark                     Grid Az
 JU2755:SPC NJ       -  BRIGANTINE AZ MK                         222 08 35.9
 JU2755:UTM  18      -  BRIGANTINE AZ MK                         221 49 32.6
 JU2755
 JU2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5680064567(NAD 83)
 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
 JU2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2755.See file dsdata.pdf to determine how the superseded data were derived.
 JU2755
 JU2755_MARKER: DS = TRIANGULATION STATION DISK
 JU2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2755_STAMPING: BRIGANTINE 1932
 JU2755_MARK LOGO: CGS
 JU2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2755+STABILITY: SURFACE MOTION
 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  HISTORY     - 20191018 MARK NOT FOUND   NJGS
 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.
 JU2755
 JU2755                          STATION RECOVERY (2019)
 JU2755
 JU2755'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU2755'ONLY PILINGS AND BROKEN BURIED CONCRETE REMAIN OF COAST GUARD STATION.
 JU2755'USING GPS, LOCATION WAS IN TIDAL AREA AND IMPOSSIBLE TO DIG FOR.  MOST
 JU2755'LIKELY STATION IS GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2764 ***********************************************************************
 JU2764  DESIGNATION -  BRIGANTINE MUNICIPAL TK NEW
 JU2764  PID         -  JU2764
 JU2764  STATE/COUNTY-  NJ/ATLANTIC
 JU2764  COUNTRY     -  US
 JU2764  USGS QUAD   -  BRIGANTINE INLET (2019)
 JU2764
 JU2764                         *CURRENT SURVEY CONTROL
 JU2764  ______________________________________________________________________
 JU2764* NAD 83(1996) POSITION- 39 24 11.67680(N) 074 22 25.24084(W)   ADJUSTED
 JU2764  ______________________________________________________________________
 JU2764  GEOID HEIGHT    -        -34.312 (meters)                     GEOID18
 JU2764  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2764.GEOID18 height accuracy estimate available here.
 JU2764
 JU2764.Click photographs - Photos may exist for this station.
 JU2764
 JU2764.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2764
 JU2764. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5392561713(NAD 83)
 JU2764
 JU2764                          SUPERSEDED SURVEY CONTROL
 JU2764
 JU2764  NAD 83(1986)-  39 24 11.66599(N)    074 22 25.23188(W) AD(       ) 3
 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
 JU2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2764.See file dsdata.pdf to determine how the superseded data were derived.
 JU2764
 JU2764_MARKER: 53 = ELEVATED TANK
 JU2764_SETTING: 0 = UNSPECIFIED SETTING
 JU2764
 JU2764  HISTORY     - Date     Condition        Report By
 JU2764  HISTORY     - 1980     FIRST OBSERVED   NGS
 JU2764  HISTORY     - 20171201 GOOD             INDIV
 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.
 JU2764
 JU2764                          STATION RECOVERY (2017)
 JU2764
 JU2764'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (MD)
 JU2764'THE TANK IS NOW LIGHT BLUE IN COLOR.  ACCESS TO WATER TANK GAINED
 JU2764'THROUGH CITY OF BRIGANTINE PUBLIC WORKS DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2763 ***********************************************************************
 JU2763  DESIGNATION -  BRIGANTINE N WATER TANK NEW
 JU2763  PID         -  JU2763
 JU2763  STATE/COUNTY-  NJ/ATLANTIC
 JU2763  COUNTRY     -  US
 JU2763  USGS QUAD   -  BRIGANTINE INLET (2019)
 JU2763
 JU2763                         *CURRENT SURVEY CONTROL
 JU2763  ______________________________________________________________________
 JU2763* NAD 83(1996) POSITION- 39 24 40.63854(N) 074 21 57.34160(W)   ADJUSTED
 JU2763  ______________________________________________________________________
 JU2763  GEOID HEIGHT    -        -34.286 (meters)                     GEOID18
 JU2763  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2763.GEOID18 height accuracy estimate available here.
 JU2763
 JU2763.Click photographs - Photos may exist for this station.
 JU2763
 JU2763.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2763
 JU2763. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5458662611(NAD 83)
 JU2763
 JU2763                          SUPERSEDED SURVEY CONTROL
 JU2763
 JU2763  NAD 83(1986)-  39 24 40.62703(N)    074 21 57.33383(W) AD(       ) 3
 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
 JU2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2763.See file dsdata.pdf to determine how the superseded data were derived.
 JU2763
 JU2763_MARKER: 53 = ELEVATED TANK
 JU2763_SETTING: 0 = UNSPECIFIED SETTING
 JU2763
 JU2763  HISTORY     - Date     Condition        Report By
 JU2763  HISTORY     - 1980     FIRST OBSERVED   NGS
 JU2763  HISTORY     - 20171201 GOOD             INDIV
 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.
 JU2763
 JU2763                          STATION RECOVERY (2017)
 JU2763
 JU2763'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (MD)
 JU2763'THE TANK IS NOW LIGHT BLUE IN COLOR.  ACCESS TO WATER TANK GAINED
 JU2763'THROUGH CITY OF BRIGANTINE PUBLIC WORKS DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2821 ***********************************************************************
 JU2821  DESIGNATION -  BRIGANTINE S WATER TANK NEW
 JU2821  PID         -  JU2821
 JU2821  STATE/COUNTY-  NJ/ATLANTIC
 JU2821  COUNTRY     -  US
 JU2821  USGS QUAD   -  OCEANVILLE (2019)
 JU2821
 JU2821                         *CURRENT SURVEY CONTROL
 JU2821  ______________________________________________________________________
 JU2821* NAD 83(1996) POSITION- 39 23 30.09380(N) 074 23 45.22594(W)   ADJUSTED
 JU2821  ______________________________________________________________________
 JU2821  GEOID HEIGHT    -        -34.334 (meters)                     GEOID18
 JU2821  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2821.GEOID18 height accuracy estimate available here.
 JU2821
 JU2821.Click photographs - Photos may exist for this station.
 JU2821
 JU2821.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2821
 JU2821. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5202060418(NAD 83)
 JU2821
 JU2821                          SUPERSEDED SURVEY CONTROL
 JU2821
 JU2821  NAD 83(1986)-  39 23 30.08286(N)    074 23 45.21789(W) AD(       ) 3
 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
 JU2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2821.See file dsdata.pdf to determine how the superseded data were derived.
 JU2821
 JU2821_MARKER: 53 = ELEVATED TANK
 JU2821_SETTING: 0 = UNSPECIFIED SETTING
 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   NGS
 JU2821  HISTORY     - 20050501 GOOD             USPSQD
 JU2821  HISTORY     - 20171201 GOOD             INDIV
 JU2821
 JU2821                          STATION DESCRIPTION
 JU2821
 JU2821'DESCRIBED BY NATIONAL 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.
 JU2821
 JU2821                          STATION RECOVERY (2017)
 JU2821
 JU2821'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (MD)
 JU2821'ACCESS TO WATER TANK GAINED THROUGH CITY OF BRIGANTINE PUBLIC WORKS
 JU2821'DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ8256 ***********************************************************************
 DQ8256  DESIGNATION -  BRIGHTON PARK
 DQ8256  PID         -  DQ8256
 DQ8256  STATE/COUNTY-  NJ/ATLANTIC
 DQ8256  COUNTRY     -  US
 DQ8256  USGS QUAD   -  ATLANTIC CITY (2019)
 DQ8256
 DQ8256                         *CURRENT SURVEY CONTROL
 DQ8256  ______________________________________________________________________
 DQ8256* NAD 83(1986) POSITION- 39 21 22.60   (N) 074 25 50.54   (W)   HD_HELD1
 DQ8256* NAVD 88 ORTHO HEIGHT -     2.682 (meters)        8.80  (feet) ADJUSTED
 DQ8256  ______________________________________________________________________
 DQ8256  GEOID HEIGHT    -        -34.445 (meters)                     GEOID18
 DQ8256  DYNAMIC HEIGHT  -          2.680 (meters)        8.79  (feet) COMP
 DQ8256  MODELED GRAVITY -    980,105.8   (mgal)                       NAVD 88
 DQ8256
 DQ8256  VERT ORDER      -  FIRST     CLASS II
 DQ8256
 DQ8256.The horizontal coordinates were determined by differentially corrected
 DQ8256.hand held GPS observations or other comparable positioning techniques
 DQ8256.and have an estimated accuracy of +/- 3 meters.
 DQ8256
 DQ8256.The orthometric height was determined by differential leveling and
 DQ8256.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8256.in August 2018.
 DQ8256
 DQ8256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8256.GEOID18 height accuracy estimate available here.
 DQ8256
 DQ8256.Click photographs - Photos may exist for this station.
 DQ8256
 DQ8256.The dynamic height is computed by dividing the NAVD 88
 DQ8256.geopotential number by the normal gravity value computed on the
 DQ8256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8256.degrees latitude (g = 980.6199 gals.).
 DQ8256
 DQ8256.The modeled gravity was interpolated from observed gravity values.
 DQ8256
 DQ8256;                    North         East    Units  Estimated Accuracy
 DQ8256;SPC NJ       -    58,052.4     155,971.9     MT  (+/- 3 meters HH1 GPS) 
 DQ8256
 DQ8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4904856468(NAD 83)
 DQ8256
 DQ8256                          SUPERSEDED SURVEY CONTROL
 DQ8256
 DQ8256.No superseded survey control is available for this station.
 DQ8256
 DQ8256_MARKER: DD = SURVEY DISK
 DQ8256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8256_SP_SET: RETAINING WALL
 DQ8256_STAMPING: BRIGHTON PARK 2017
 DQ8256_MARK LOGO: NJGS
 DQ8256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8256+STABILITY: SURFACE MOTION
 DQ8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8256+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 DQ8256
 DQ8256  HISTORY     - Date     Condition        Report By
 DQ8256  HISTORY     - 20170518 MONUMENTED       NJGS
 DQ8256
 DQ8256                          STATION DESCRIPTION
 DQ8256
 DQ8256'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DQ8256'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST-SOUTHEAST OF
 DQ8256'PLEASANTVILLE, 5.1 MI (8.2 KM) SOUTHWEST OF BRIGANTINE, IN ATLANTIC
 DQ8256'CITY.
 DQ8256'
 DQ8256'IN ATLANTIC CITY, THE STATION IS SET ON THE TOP OF A RETAINING WALL AT
 DQ8256'THE NORTH END OF A CURVED WALL IN BRIGHTON PARK AT THE SOUTH SIDE OF
 DQ8256'PARK PLACE, ABOUT 33 FT (10.1 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DQ8256'PARK PLACE, AT THE SOUTHEAST END OF INDIANA AVENUE, NORTHEAST OF THE
 DQ8256'KOREAN MEMORIAL PARK.
 DQ8256'
 DQ8256'THE STATION IS 1 FT (0.3 M) SOUTHWEST OF THE FRONT EDGE OF THE WALL,
 DQ8256'3.5 FT (1.1 M) NORTHEAST OF THE ANGLE POINT OF THE BACK EDGE OF THE
 DQ8256'WALL, 4.4 FT (1.3 M) WEST OF THE SOUTHEAST CORNER OF THE BACK EDGE OF
 DQ8256'THE WALL MEETING THE SOUTHWEST CORNER OF THE COLUMN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3008 ***********************************************************************
 JU3008  DESIGNATION -  BRINFIELD
 JU3008  PID         -  JU3008
 JU3008  STATE/COUNTY-  NJ/CAMDEN
 JU3008  COUNTRY     -  US
 JU3008  USGS QUAD   -  WILLIAMSTOWN (2019)
 JU3008
 JU3008                         *CURRENT SURVEY CONTROL
 JU3008  ______________________________________________________________________
 JU3008* NAD 83(1996) POSITION- 39 37 57.89447(N) 074 52 52.76497(W)   ADJUSTED
 JU3008* NAVD 88 ORTHO HEIGHT -    37.    (meters)      121.    (feet) SCALED
 JU3008  ______________________________________________________________________
 JU3008  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 JU3008  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3008.GEOID18 height accuracy estimate available here.
 JU3008
 JU3008.Click photographs - Photos may exist for this station.
 JU3008
 JU3008.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3008
 JU3008. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU3008:SPC NJ       -  BRINFIELD AZ MK                          216 21 44.0
 JU3008:UTM  18      -  BRINFIELD AZ MK                          216 02 35.9
 JU3008
 JU3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1018487003(NAD 83)
 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
 JU3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3008.See file dsdata.pdf to determine how the superseded data were derived.
 JU3008
 JU3008_MARKER: DS = TRIANGULATION STATION DISK
 JU3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3008_STAMPING: BRINFIELD 1935
 JU3008_MARK LOGO: CGS
 JU3008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3008+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV5290 ***********************************************************************
 KV5290  DESIGNATION -  BRISBANE
 KV5290  PID         -  KV5290
 KV5290  STATE/COUNTY-  NJ/OCEAN
 KV5290  COUNTRY     -  US
 KV5290  USGS QUAD   -  LAKEWOOD (2016)
 KV5290
 KV5290                         *CURRENT SURVEY CONTROL
 KV5290  ______________________________________________________________________
 KV5290* NAD 83(2011) POSITION- 40 04 54.01974(N) 074 07 53.56243(W)   ADJUSTED
 KV5290* NAD 83(2011) ELLIP HT-   -16.406 (meters)        (06/27/12)   ADJUSTED
 KV5290* NAD 83(2011) EPOCH   -  2010.00
 KV5290* NAVD 88 ORTHO HEIGHT -    16.6   (meters)       54.    (feet) GPS OBS
 KV5290  ______________________________________________________________________
 KV5290  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5290  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 KV5290  NAD 83(2011) X  -  1,336,212.809 (meters)                     COMP
 KV5290  NAD 83(2011) Y  - -4,700,632.463 (meters)                     COMP
 KV5290  NAD 83(2011) Z  -  4,084,917.727 (meters)                     COMP
 KV5290  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 KV5290
 KV5290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5290  Standards:
 KV5290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5290  -------------------------------------------------------------------
 KV5290  NETWORK    0.42   0.69           0.18   0.16   0.35      0.10418114
 KV5290  -------------------------------------------------------------------
 KV5290  Click here for local accuracies and other accuracy information.
 KV5290
 KV5290.The horizontal coordinates were established by GPS observations
 KV5290.and adjusted by the National Geodetic Survey in June 2012.
 KV5290
 KV5290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5290.been affixed to the stable North American tectonic plate. See 
 KV5290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5290
 KV5290.The horizontal coordinates are valid at the epoch date displayed above
 KV5290.which is a decimal equivalence of Year/Month/Day.
 KV5290
 KV5290.The orthometric height was determined by GPS observations and a
 KV5290.high-resolution geoid model.
 KV5290
 KV5290.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5290.GEOID18 height accuracy estimate available here.
 KV5290
 KV5290.Click photographs - Photos may exist for this station.
 KV5290
 KV5290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5290
 KV5290.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5290
 KV5290.The ellipsoidal height was determined by GPS observations
 KV5290.and is referenced to NAD 83.
 KV5290
 KV5290. The following values were computed from the NAD 83(2011) position.
 KV5290
 KV5290;                    North         East     Units Scale Factor Converg.
 KV5290;SPC NJ       -   138,647.059   181,423.161   MT  0.99991215   +0 14 14.1
 KV5290;SPC NJ       -   454,877.89    595,219.15   sFT  0.99991215   +0 14 14.1
 KV5290;UTM  18      - 4,437,183.421   574,043.144   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7404337183(NAD 83)
 KV5290
 KV5290                          SUPERSEDED SURVEY CONTROL
 KV5290
 KV5290  NAD 83(2007)-  40 04 54.02015(N)    074 07 53.56290(W) AD(2002.00) 0
 KV5290  ELLIP H (02/10/07)  -16.397  (m)                       GP(2002.00)    
 KV5290  ELLIP H (10/23/02)  -16.385  (m)                       GP(       ) 4 1
 KV5290  NAD 83(1996)-  40 04 54.01987(N)    074 07 53.56263(W) AD(       ) 1
 KV5290  ELLIP H (05/14/99)  -16.405  (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)  -16.300  (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)  -16.275  (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  NAVD 88 (03/31/93)   16.6    (m)  UNKNOWN  model used  GPS OBS        
 KV5290
 KV5290.Superseded values are not recommended for survey control.
 KV5290
 KV5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5290.See file dsdata.pdf to determine how the superseded data were derived.
 KV5290
 KV5290_MARKER: DS = TRIANGULATION STATION DISK
 KV5290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV3880 ***********************************************************************
 KV3880  DESIGNATION -  BROAD
 KV3880  PID         -  KV3880
 KV3880  STATE/COUNTY-  NJ/BERGEN
 KV3880  COUNTRY     -  US
 KV3880  USGS QUAD   -  HACKENSACK (2019)
 KV3880
 KV3880                         *CURRENT SURVEY CONTROL
 KV3880  ______________________________________________________________________
 KV3880* NAD 83(1996) POSITION- 40 52 44.80654(N) 074 02 21.65328(W)   ADJUSTED
 KV3880* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV3880  ______________________________________________________________________
 KV3880  GEOID HEIGHT    -        -31.849 (meters)                     GEOID18
 KV3880  LAPLACE CORR    -          8.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3880.GEOID18 height accuracy estimate available here.
 KV3880
 KV3880.Click photographs - Photos may exist for this station.
 KV3880
 KV3880.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3880
 KV3880. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8094025781(NAD 83)
 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
 KV3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3880.See file dsdata.pdf to determine how the superseded data were derived.
 KV3880
 KV3880_MARKER: Z = SEE DESCRIPTION
 KV3880_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3880_SP_SET: SIDEWALK
 KV3880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5583 ***********************************************************************
 KV5583  DESIGNATION -  BROWN 2
 KV5583  PID         -  KV5583
 KV5583  STATE/COUNTY-  NJ/BURLINGTON
 KV5583  COUNTRY     -  US
 KV5583  USGS QUAD   -  TRENTON WEST (2016)
 KV5583
 KV5583                         *CURRENT SURVEY CONTROL
 KV5583  ______________________________________________________________________
 KV5583* NAD 83(1996) POSITION- 40 07 30.92882(N) 074 48 44.62159(W)   ADJUSTED
 KV5583* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV5583  ______________________________________________________________________
 KV5583  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 KV5583  LAPLACE CORR    -          3.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5583.GEOID18 height accuracy estimate available here.
 KV5583
 KV5583.Click photographs - Photos may exist for this station.
 KV5583
 KV5583.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5583
 KV5583. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000522  x   0.99990872  =   0.99991394
 KV5583!SPC PA S     -   1.00000522  x   0.99997554  =   0.99998076
 KV5583!UTM  18      -   1.00000522  x   0.99960315  =   0.99960836
 KV5583
 KV5583:                Primary Azimuth Mark                     Grid Az
 KV5583:SPC NJ       -  PAPER                                    296 19 53.2
 KV5583:SPC PA S     -  PAPER                                    294 13 27.2
 KV5583:UTM  18      -  PAPER                                    296 00 33.1
 KV5583
 KV5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1598441676(NAD 83)
 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
 KV5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5583.See file dsdata.pdf to determine how the superseded data were derived.
 KV5583
 KV5583_MARKER: DS = TRIANGULATION STATION DISK
 KV5583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5583_STAMPING: BROWN 2 1935
 KV5583_MARK LOGO: CGS
 KV5583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5583+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU0633 ***********************************************************************
 JU0633  DESIGNATION -  BROWNS MILLS 2
 JU0633  PID         -  JU0633
 JU0633  STATE/COUNTY-  NJ/BURLINGTON
 JU0633  COUNTRY     -  US
 JU0633  USGS QUAD   -  BROWNS MILLS (2019)
 JU0633
 JU0633                         *CURRENT SURVEY CONTROL
 JU0633  ______________________________________________________________________
 JU0633* NAD 83(1986) POSITION- 39 56 56.     (N) 074 35 37.     (W)   SCALED
 JU0633* NAVD 88 ORTHO HEIGHT -    23.493 (meters)       77.08  (feet) ADJUSTED
 JU0633  ______________________________________________________________________
 JU0633  GEOID HEIGHT    -        -32.654 (meters)                     GEOID18
 JU0633  DYNAMIC HEIGHT  -         23.483 (meters)       77.04  (feet) COMP
 JU0633  MODELED GRAVITY -    980,182.2   (mgal)                       NAVD 88
 JU0633
 JU0633  VERT ORDER      -  SECOND    CLASS 0
 JU0633
 JU0633.The horizontal coordinates were scaled from a map and have
 JU0633.an estimated accuracy of +/- 6 seconds.
 JU0633
 JU0633.The orthometric height was determined by differential leveling and
 JU0633.adjusted by the NATIONAL GEODETIC SURVEY
 JU0633.in June 1991.
 JU0633
 JU0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0633.GEOID18 height accuracy estimate available here.
 JU0633
 JU0633.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK347221(NAD 83)
 JU0633
 JU0633                          SUPERSEDED SURVEY CONTROL
 JU0633
 JU0633  NGVD 29 (11/26/84)   23.876  (m)           78.33   (f) ADJUSTED    2 0
 JU0633
 JU0633.Superseded values are not recommended for survey control.
 JU0633
 JU0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0633.See file dsdata.pdf to determine how the superseded data were derived.
 JU0633
 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 = JULY 24, 2026 22:12:30 EDT
 KV4001 ***********************************************************************
 KV4001  DESIGNATION -  BRUSH
 KV4001  PID         -  KV4001
 KV4001  STATE/COUNTY-  NJ/BERGEN
 KV4001  COUNTRY     -  US
 KV4001  USGS QUAD   -  WEEHAWKEN (2016)
 KV4001
 KV4001                         *CURRENT SURVEY CONTROL
 KV4001  ______________________________________________________________________
 KV4001* NAD 83(1996) POSITION- 40 49 57.66374(N) 074 07 13.92178(W)   ADJUSTED
 KV4001* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4001  ______________________________________________________________________
 KV4001  GEOID HEIGHT    -        -32.143 (meters)                     GEOID18
 KV4001  LAPLACE CORR    -          6.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4001.GEOID18 height accuracy estimate available here.
 KV4001
 KV4001.Click photographs - Photos may exist for this station.
 KV4001
 KV4001.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4001
 KV4001. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967230
 KV4001
 KV4001:                Primary Azimuth Mark                     Grid Az
 KV4001:SPC NJ       -  FORD                                     191 31 53.1
 KV4001:SPC NY L     -  FORD                                     191 51 30.1
 KV4001:UTM  18      -  FORD                                     191 12 16.1
 KV4001
 KV4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7415120555(NAD 83)
 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  USSD        -  40 49 57.67200(N)    074 07 15.30400(W) AD(       ) 3
 KV4001
 KV4001.Superseded values are not recommended for survey control.
 KV4001
 KV4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4001.See file dsdata.pdf to determine how the superseded data were derived.
 KV4001
 KV4001_MARKER: DS = TRIANGULATION STATION DISK
 KV4001_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4001_MARK LOGO: CGS
 KV4001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5826 ***********************************************************************
 KV5826  DESIGNATION -  BUDDS LAKE 95 MILE TREE LOT
 KV5826  PID         -  KV5826
 KV5826  STATE/COUNTY-  NJ/MORRIS
 KV5826  COUNTRY     -  US
 KV5826  USGS QUAD   -  TRANQUILITY (2016)
 KV5826
 KV5826                         *CURRENT SURVEY CONTROL
 KV5826  ______________________________________________________________________
 KV5826* NAD 83(1996) POSITION- 40 53 42.22050(N) 074 45 01.43797(W)   ADJUSTED
 KV5826  ______________________________________________________________________
 KV5826  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 KV5826  LAPLACE CORR    -          2.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5826.GEOID18 height accuracy estimate available here.
 KV5826
 KV5826.Click photographs - Photos may exist for this station.
 KV5826
 KV5826.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5826
 KV5826. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2102527137(NAD 83)
 KV5826
 KV5826                          SUPERSEDED SURVEY CONTROL
 KV5826
 KV5826  NAD 83(1986)-  40 53 42.21966(N)    074 45 01.43947(W) AD(       ) 3
 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
 KV5826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5826.See file dsdata.pdf to determine how the superseded data were derived.
 KV5826
 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 = JULY 24, 2026 22:12:30 EDT
 KV5609 ***********************************************************************
 KV5609  DESIGNATION -  BUR
 KV5609  PID         -  KV5609
 KV5609  STATE/COUNTY-  NJ/BURLINGTON
 KV5609  COUNTRY     -  US
 KV5609  USGS QUAD   -  BRISTOL (2019)
 KV5609
 KV5609                         *CURRENT SURVEY CONTROL
 KV5609  ______________________________________________________________________
 KV5609* NAD 83(1996) POSITION- 40 05 08.69301(N) 074 51 16.60066(W)   ADJUSTED
 KV5609* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5609  ______________________________________________________________________
 KV5609  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 KV5609  LAPLACE CORR    -          3.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5609.GEOID18 height accuracy estimate available here.
 KV5609
 KV5609.Click photographs - Photos may exist for this station.
 KV5609
 KV5609.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5609
 KV5609. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000474  x   0.99991125  =   0.99991599
 KV5609!SPC PA S     -   1.00000474  x   0.99997967  =   0.99998441
 KV5609!UTM  18      -   1.00000474  x   0.99960189  =   0.99960663
 KV5609
 KV5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1239437284(NAD 83)
 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
 KV5609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5609.See file dsdata.pdf to determine how the superseded data were derived.
 KV5609
 KV5609_MARKER: DS = TRIANGULATION STATION DISK
 KV5609_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5609_MARK LOGO: CGS
 KV5609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU3354 ***********************************************************************
 JU3354  DESIGNATION -  BURCHAM
 JU3354  PID         -  JU3354
 JU3354  STATE/COUNTY-  NJ/CUMBERLAND
 JU3354  COUNTRY     -  US
 JU3354  USGS QUAD   -  DIVIDING CREEK (2019)
 JU3354
 JU3354                         *CURRENT SURVEY CONTROL
 JU3354  ______________________________________________________________________
 JU3354* NAD 83(1996) POSITION- 39 20 28.69828(N) 075 00 55.59839(W)   ADJUSTED
 JU3354* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3354  ______________________________________________________________________
 JU3354  GEOID HEIGHT    -        -34.066 (meters)                     GEOID18
 JU3354  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3354.GEOID18 height accuracy estimate available here.
 JU3354
 JU3354.Click photographs - Photos may exist for this station.
 JU3354
 JU3354.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3354
 JU3354. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000508  x   0.99960002  =   0.99960510
 JU3354
 JU3354:                Primary Azimuth Mark                     Grid Az
 JU3354:SPC NJ       -  BURCHAM AZ MK                            067 55 50.7
 JU3354:UTM  18      -  BURCHAM AZ MK                            067 36 49.5
 JU3354
 JU3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9866954652(NAD 83)
 JU3354
 JU3354|---------------------------------------------------------------------|
 JU3354| PID    Reference Object                     Distance      Geod. Az  |
 JU3354|                                                           dddmmss.s |
 JU3354| CB1309 BURCHAM AZ MK                                      0673614.3 |
 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
 JU3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3354.See file dsdata.pdf to determine how the superseded data were derived.
 JU3354
 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 = JULY 24, 2026 22:12:30 EDT
 JU3243 ***********************************************************************
 JU3243  DESIGNATION -  BURDEN
 JU3243  PID         -  JU3243
 JU3243  STATE/COUNTY-  NJ/SALEM
 JU3243  COUNTRY     -  US
 JU3243  USGS QUAD   -  SALEM (2019)
 JU3243
 JU3243                         *CURRENT SURVEY CONTROL
 JU3243  ______________________________________________________________________
 JU3243* NAD 83(1996) POSITION- 39 31 48.92434(N) 075 22 51.68991(W)   ADJUSTED
 JU3243* NAVD 88 ORTHO HEIGHT -    41.    (meters)      135.    (feet) SCALED
 JU3243  ______________________________________________________________________
 JU3243  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 JU3243  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3243.GEOID18 height accuracy estimate available here.
 JU3243
 JU3243.Click photographs - Photos may exist for this station.
 JU3243
 JU3243.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3243
 JU3243. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   0.99999889  x   0.99961320  =   0.99961209
 JU3243
 JU3243:                Primary Azimuth Mark                     Grid Az
 JU3243:SPC NJ       -  BETHEL                                   345 39 58.1
 JU3243:UTM  18      -  BETHEL                                   345 20 52.4
 JU3243
 JU3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6725475691(NAD 83)
 JU3243
 JU3243|---------------------------------------------------------------------|
 JU3243| PID    Reference Object                     Distance      Geod. Az  |
 JU3243|                                                           dddmmss.s |
 JU3243| JU3319 BETHEL                              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  USBS        -  39 31 45.74000(N)    075 22 33.40000(W) AD(       ) 3
 JU3243  USSD        -  39 31 48.93100(N)    075 22 52.85300(W) AD(       ) 3
 JU3243
 JU3243.Superseded values are not recommended for survey control.
 JU3243
 JU3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3243.See file dsdata.pdf to determine how the superseded data were derived.
 JU3243
 JU3243_MARKER: Z = SEE DESCRIPTION
 JU3243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3243
 JU3243  HISTORY     - Date     Condition        Report By
 JU3243  HISTORY     - 1843     MONUMENTED       COASUR
 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 2-1/4
 JU3243'MILES SOUTHEAST OF QUINTON BRIDGE OVER ALLOWAY CREEK, AND 2-1/4 MILES
 JU3243'SOUTHWEST BY SOUTH OF VILLAGE OF ALLOWAY.
 JU3243'
 JU3243'THE STATION IS ABOUT 150 METERS SOUTHWEST OF THE ROAD FROM QUINTON TO
 JU3243'PECKS CORNER AND ABOUT 100 METERS EAST OF A BRANCH ROAD LEADING TO
 JU3243'BERRY CHAPEL.  THE ORIGINAL MARK, A BURIED CONE WAS GONE IN 1891, BUT
 JU3243'THE HOLE 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 THE
 JU3243'POINT, AND MEASUREMENTS TO SUCH REFERENCE MARKS AS REMAINED WERE
 JU3243'VERIFIED AS FOLLOWS--NO. 1 - AN OLD STUMP, 25 FEET SOUTH BY WEST OF
 JU3243'THE STATION.  NO. 2 - AN OLD STUMP, 64 FEET NORTHEAST BY NORTH OF THE
 JU3243'STATION.  NO. 3 - AN OLD STAKE, 5.25 FEET WEST-SOUTHWEST OF THE
 JU3243'STATION.  NO. 4 - AN OLD STAKE, 11.4 FEET NORTHWEST BY WEST OF THE
 JU3243'STATION.  NO. 5 - AN OLD STAKE, 7.4 FEET EAST-NORTHEAST OF THE
 JU3243'STATION.  THERE IS A NAIL IN THE TOP OF EACH STAKE AND NO. 4 IS SET IN
 JU3243'A HOLE FILLED WITH ASHES.
 JU3243'
 JU3243'A GRANITE MONUMENT WAS FOUND IN 1932-33.  THIS IS CONSIDERED BURDEN 2.
 JU3243'SEE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3244 ***********************************************************************
 JU3244  DESIGNATION -  BURDEN 2
 JU3244  PID         -  JU3244
 JU3244  STATE/COUNTY-  NJ/SALEM
 JU3244  COUNTRY     -  US
 JU3244  USGS QUAD   -  SALEM (2019)
 JU3244
 JU3244                         *CURRENT SURVEY CONTROL
 JU3244  ______________________________________________________________________
 JU3244* NAD 83(1996) POSITION- 39 31 48.92834(N) 075 22 51.70250(W)   ADJUSTED
 JU3244* NAVD 88 ORTHO HEIGHT -    41.    (meters)      135.    (feet) SCALED
 JU3244  ______________________________________________________________________
 JU3244  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 JU3244  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3244.GEOID18 height accuracy estimate available here.
 JU3244
 JU3244.Click photographs - Photos may exist for this station.
 JU3244
 JU3244.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3244
 JU3244. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   0.99999889  x   0.99961320  =   0.99961209
 JU3244
 JU3244:                Primary Azimuth Mark                     Grid Az
 JU3244:SPC NJ       -  CARROW                                   269 27 47.0
 JU3244:UTM  18      -  CARROW                                   269 08 41.3
 JU3244
 JU3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6725375691(NAD 83)
 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
 JU3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3244.See file dsdata.pdf to determine how the superseded data were derived.
 JU3244
 JU3244_MARKER: DS = TRIANGULATION STATION DISK
 JU3244_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU3244_STAMPING: BURDEN 2 1933
 JU3244_MARK LOGO: CGS
 JU3244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU2259 ***********************************************************************
 JU2259  DESIGNATION -  BURDEN 3
 JU2259  PID         -  JU2259
 JU2259  STATE/COUNTY-  NJ/SALEM
 JU2259  COUNTRY     -  US
 JU2259  USGS QUAD   -  SALEM (2019)
 JU2259
 JU2259                         *CURRENT SURVEY CONTROL
 JU2259  ______________________________________________________________________
 JU2259* NAD 83(1996) POSITION- 39 31 48.84773(N) 075 22 52.38027(W)   ADJUSTED
 JU2259* NAVD 88 ORTHO HEIGHT -    40.013 (meters)      131.28  (feet) ADJUSTED
 JU2259  ______________________________________________________________________
 JU2259  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 JU2259  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 JU2259  DYNAMIC HEIGHT  -         39.993 (meters)      131.21  (feet) COMP
 JU2259  MODELED GRAVITY -    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 and
 JU2259.adjusted by the NATIONAL GEODETIC SURVEY
 JU2259.in June 1991.
 JU2259
 JU2259.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2259.GEOID18 height accuracy estimate available here.
 JU2259
 JU2259.Click photographs - Photos may exist for this station.
 JU2259
 JU2259.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2259:SPC NJ       -  BURDEN 3 RM 4                            058 32 20.7
 JU2259:UTM  18      -  BURDEN 3 RM 4                            058 13 14.9
 JU2259
 JU2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6723775689(NAD 83)
 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  NGVD 29 (07/19/86)   40.3    (m)          132.     (f) VERT ANG       
 JU2259
 JU2259.Superseded values are not recommended for survey control.
 JU2259
 JU2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2259.See file dsdata.pdf to determine how the superseded data were derived.
 JU2259
 JU2259_MARKER: DS = TRIANGULATION STATION DISK
 JU2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2259_STAMPING: BURDEN 3 1965
 JU2259_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2257 ***********************************************************************
 JU2257  DESIGNATION -  BURDEN 3 RM 3
 JU2257  PID         -  JU2257
 JU2257  STATE/COUNTY-  NJ/SALEM
 JU2257  COUNTRY     -  US
 JU2257  USGS QUAD   -  SALEM (2019)
 JU2257
 JU2257                         *CURRENT SURVEY CONTROL
 JU2257  ______________________________________________________________________
 JU2257* NAD 83(1986) POSITION- 39 31 49.21   (N) 075 22 52.12   (W)   HD_HELD1
 JU2257* NAVD 88 ORTHO HEIGHT -    39.793 (meters)      130.55  (feet) ADJUSTED
 JU2257  ______________________________________________________________________
 JU2257  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 JU2257  DYNAMIC HEIGHT  -         39.772 (meters)      130.49  (feet) COMP
 JU2257  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 JU2257
 JU2257  VERT ORDER      -  FIRST     CLASS II
 JU2257
 JU2257.The horizontal coordinates were determined by differentially corrected
 JU2257.hand held GPS observations or other comparable positioning techniques
 JU2257.and have an estimated accuracy of +/- 3 meters.
 JU2257
 JU2257.The orthometric height was determined by differential leveling and
 JU2257.adjusted by the NATIONAL GEODETIC SURVEY
 JU2257.in June 1991.
 JU2257
 JU2257.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2257.GEOID18 height accuracy estimate available here.
 JU2257
 JU2257.Click photographs - Photos may exist for this station.
 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       -    77,743.5      74,249.7     MT  (+/- 3 meters HH1 GPS) 
 JU2257
 JU2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6724375700(NAD 83)
 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
 JU2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2257.See file dsdata.pdf to determine how the superseded data were derived.
 JU2257
 JU2257_STAMPING: BURDEN 3 NO 3 1965
 JU2257_MARK LOGO: CGS
 JU2257_PROJECTION: PROJECTING 3 CENTIMETERS
 JU2257
 JU2257  HISTORY     - Date     Condition        Report By
 JU2257  HISTORY     - 1965     MONUMENTED       CGS
 JU2257  HISTORY     - 1979     GOOD             NGS
 JU2257  HISTORY     - 20200520 MARK NOT FOUND   NJGS
 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.
 JU2257
 JU2257                          STATION RECOVERY (2020)
 JU2257
 JU2257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2257'UNABLE TO ACCESS IN DENSE WOODED AREA ON OTHER SIDE OF TALL FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2255 ***********************************************************************
 JU2255  DESIGNATION -  BURDEN 3 RM 4
 JU2255  PID         -  JU2255
 JU2255  STATE/COUNTY-  NJ/SALEM
 JU2255  COUNTRY     -  US
 JU2255  USGS QUAD   -  SALEM (2019)
 JU2255
 JU2255                         *CURRENT SURVEY CONTROL
 JU2255  ______________________________________________________________________
 JU2255* NAD 83(1986) POSITION- 39 31 52.     (N) 075 22 48.     (W)   SCALED
 JU2255* NAVD 88 ORTHO HEIGHT -    34.626 (meters)      113.60  (feet) ADJUSTED
 JU2255  ______________________________________________________________________
 JU2255  GEOID HEIGHT    -        -33.660 (meters)                     GEOID18
 JU2255  DYNAMIC HEIGHT  -         34.608 (meters)      113.54  (feet) COMP
 JU2255  MODELED GRAVITY -    980,112.6   (mgal)                       NAVD 88
 JU2255
 JU2255  VERT ORDER      -  FIRST     CLASS II
 JU2255
 JU2255.The horizontal coordinates were scaled from a map and have
 JU2255.an estimated accuracy of +/- 6 seconds.
 JU2255
 JU2255.The orthometric height was determined by differential leveling and
 JU2255.adjusted by the NATIONAL GEODETIC SURVEY
 JU2255.in June 1991.
 JU2255
 JU2255.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2255.GEOID18 height accuracy estimate available here.
 JU2255
 JU2255.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ673757(NAD 83)
 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
 JU2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2255.See file dsdata.pdf to determine how the superseded data were derived.
 JU2255
 JU2255_MARKER: DR = REFERENCE MARK DISK
 JU2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2255_STAMPING: BURDEN 3 1965 NO 4 1973
 JU2255_MARK LOGO: NGS
 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  HISTORY     - 20200520 MARK NOT FOUND   NJGS
 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.
 JU2255
 JU2255                          STATION RECOVERY (2020)
 JU2255
 JU2255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2255'TIES APPEARED OKAY BUT STATION NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2258 ***********************************************************************
 JU2258  DESIGNATION -  BURDEN RM 2
 JU2258  PID         -  JU2258
 JU2258  STATE/COUNTY-  NJ/SALEM
 JU2258  COUNTRY     -  US
 JU2258  USGS QUAD   -  SALEM (2019)
 JU2258
 JU2258                         *CURRENT SURVEY CONTROL
 JU2258  ______________________________________________________________________
 JU2258* NAD 83(1986) POSITION- 39 31 48.38   (N) 075 22 52.36   (W)   HD_HELD1
 JU2258* NAVD 88 ORTHO HEIGHT -    39.784 (meters)      130.52  (feet) ADJUSTED
 JU2258  ______________________________________________________________________
 JU2258  GEOID HEIGHT    -        -33.662 (meters)                     GEOID18
 JU2258  DYNAMIC HEIGHT  -         39.763 (meters)      130.46  (feet) COMP
 JU2258  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 JU2258
 JU2258  VERT ORDER      -  FIRST     CLASS II
 JU2258
 JU2258.The horizontal coordinates were determined by differentially corrected
 JU2258.hand held GPS observations or other comparable positioning techniques
 JU2258.and have an estimated accuracy of +/- 3 meters.
 JU2258
 JU2258.The orthometric height was determined by differential leveling and
 JU2258.adjusted by the NATIONAL GEODETIC SURVEY
 JU2258.in June 1991.
 JU2258
 JU2258.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2258.GEOID18 height accuracy estimate available here.
 JU2258
 JU2258.Click photographs - Photos may exist for this station.
 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       -    77,718.0      74,243.7     MT  (+/- 3 meters HH1 GPS) 
 JU2258
 JU2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6723775675(NAD 83)
 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
 JU2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2258.See file dsdata.pdf to determine how the superseded data were derived.
 JU2258
 JU2258_MARKER: DR = REFERENCE MARK DISK
 JU2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2258_STAMPING: BURDEN NO 2 1843 1933
 JU2258_MARK LOGO: CGS
 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  HISTORY     - 20200520 MARK NOT FOUND   NJGS
 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.
 JU2258
 JU2258                          STATION RECOVERY (2020)
 JU2258
 JU2258'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2258'LOCATED IN DENSE WOODS ON OTHER SIDE OF A FENCE, DID NOT RECOVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6379 ***********************************************************************
 KV6379  DESIGNATION -  BURL
 KV6379  PID         -  KV6379
 KV6379  STATE/COUNTY-  NJ/BURLINGTON
 KV6379  COUNTRY     -  US
 KV6379  USGS QUAD   -  BRISTOL (2019)
 KV6379
 KV6379                         *CURRENT SURVEY CONTROL
 KV6379  ______________________________________________________________________
 KV6379* NAD 83(1996) POSITION- 40 04 55.30053(N) 074 51 33.63365(W)   ADJUSTED
 KV6379* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6379  ______________________________________________________________________
 KV6379  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 KV6379  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6379.GEOID18 height accuracy estimate available here.
 KV6379
 KV6379.Click photographs - Photos may exist for this station.
 KV6379
 KV6379.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6379
 KV6379. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1199236871(NAD 83)
 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
 KV6379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6379.See file dsdata.pdf to determine how the superseded data were derived.
 KV6379
 KV6379_MARKER: DD = SURVEY DISK
 KV6379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6379_STAMPING: BURL 1977
 KV6379_MARK LOGO: USACE
 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       USACE
 KV6379
 KV6379                          STATION DESCRIPTION
 KV6379
 KV6379'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 AI9762 ***********************************************************************
 AI9762  DESIGNATION -  BURLINGTON 1
 AI9762  PID         -  AI9762
 AI9762  STATE/COUNTY-  NJ/BURLINGTON
 AI9762  COUNTRY     -  US
 AI9762  USGS QUAD   -  BEVERLY (2016)
 AI9762
 AI9762                         *CURRENT SURVEY CONTROL
 AI9762  ______________________________________________________________________
 AI9762* NAD 83(1986) POSITION- 40 04 27.     (N) 074 52 41.     (W)   SCALED
 AI9762* NAVD 88 ORTHO HEIGHT -     2.894 (meters)        9.49  (feet) ADJUSTED
 AI9762  ______________________________________________________________________
 AI9762  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 AI9762  DYNAMIC HEIGHT  -          2.893 (meters)        9.49  (feet) COMP
 AI9762  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 AI9762
 AI9762  VERT ORDER      -  FIRST     CLASS II
 AI9762
 AI9762.The horizontal coordinates were scaled from a map and have
 AI9762.an estimated accuracy of +/- 6 seconds.
 AI9762
 AI9762.The orthometric height was determined by differential leveling and
 AI9762.adjusted by the NATIONAL GEODETIC SURVEY
 AI9762.in March 2001.
 AI9762
 AI9762.No vertical observational check was made to the station.
 AI9762
 AI9762.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9762.GEOID18 height accuracy estimate available here.
 AI9762
 AI9762.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK103359(NAD 83)
 AI9762
 AI9762                          SUPERSEDED SURVEY CONTROL
 AI9762
 AI9762.No superseded survey control is available for this station.
 AI9762
 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 = JULY 24, 2026 22:12:30 EDT
 KV5593 ***********************************************************************
 KV5593  DESIGNATION -  BURLINGTON BRISTOL BRID S PIER
 KV5593  PID         -  KV5593
 KV5593  STATE/COUNTY-  NJ/BURLINGTON
 KV5593  COUNTRY     -  US
 KV5593  USGS QUAD   -  BRISTOL (2019)
 KV5593
 KV5593                         *CURRENT SURVEY CONTROL
 KV5593  ______________________________________________________________________
 KV5593* NAD 83(1996) POSITION- 40 04 49.22834(N) 074 52 08.77705(W)   ADJUSTED
 KV5593  ______________________________________________________________________
 KV5593  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 KV5593  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5593.GEOID18 height accuracy estimate available here.
 KV5593
 KV5593.Click photographs - Photos may exist for this station.
 KV5593
 KV5593.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5593
 KV5593. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1116036682(NAD 83)
 KV5593
 KV5593                          SUPERSEDED SURVEY CONTROL
 KV5593
 KV5593  NAD 83(1986)-  40 04 49.22686(N)    074 52 08.77850(W) AD(       ) 3
 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
 KV5593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5593.See file dsdata.pdf to determine how the superseded data were derived.
 KV5593
 KV5593_MARKER: 55 = TOWER
 KV5593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5593+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2008
 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  HISTORY     - 20080715 GOOD             UE
 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.
 KV5593
 KV5593                          STATION RECOVERY (2008)
 KV5593
 KV5593'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV5593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4029 ***********************************************************************
 JU4029  DESIGNATION -  BURLINGTON CBL 0
 JU4029  PID         -  JU4029
 JU4029  STATE/COUNTY-  NJ/BURLINGTON
 JU4029  COUNTRY     -  US
 JU4029  USGS QUAD   -  MOUNT HOLLY (2019)
 JU4029
 JU4029                         *CURRENT SURVEY CONTROL
 JU4029  ______________________________________________________________________
 JU4029* NAD 83(2011) POSITION- 39 56 41.09734(N) 074 50 24.19760(W)   ADJUSTED
 JU4029* NAD 83(2011) ELLIP HT-   -16.940 (meters)        (06/27/12)   ADJUSTED
 JU4029* NAD 83(2011) EPOCH   -  2010.00
 JU4029* NAVD 88 ORTHO HEIGHT -    15.747 (meters)       51.66  (feet) ADJUSTED
 JU4029  ______________________________________________________________________
 JU4029  GEOID HEIGHT    -        -32.686 (meters)                     GEOID18
 JU4029  NAD 83(2011) X  -  1,280,541.137 (meters)                     COMP
 JU4029  NAD 83(2011) Y  - -4,726,230.553 (meters)                     COMP
 JU4029  NAD 83(2011) Z  -  4,073,273.330 (meters)                     COMP
 JU4029  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 JU4029  DYNAMIC HEIGHT  -         15.741 (meters)       51.64  (feet) COMP
 JU4029  MODELED GRAVITY -    980,194.3   (mgal)                       NAVD 88
 JU4029
 JU4029  VERT ORDER      -  FIRST     CLASS II
 JU4029
 JU4029  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4029  Standards:
 JU4029         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4029            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4029  -------------------------------------------------------------------
 JU4029  NETWORK    0.24   0.45           0.11   0.08   0.23     -0.01441719
 JU4029  -------------------------------------------------------------------
 JU4029  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4029
 JU4029.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4029.been affixed to the stable North American tectonic plate. See 
 JU4029.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4029
 JU4029.The horizontal coordinates are valid at the epoch date displayed above
 JU4029.which is a decimal equivalence of Year/Month/Day.
 JU4029
 JU4029.The orthometric height was determined by differential leveling and
 JU4029.adjusted by the NATIONAL GEODETIC SURVEY
 JU4029.in May 2011.
 JU4029
 JU4029.No vertical observational check was made to the station.
 JU4029
 JU4029.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4029.GEOID18 height accuracy estimate available here.
 JU4029
 JU4029.Click photographs - Photos may exist for this station.
 JU4029
 JU4029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4029
 JU4029.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4029
 JU4029.The ellipsoidal height was determined by GPS observations
 JU4029.and is referenced to NAD 83.
 JU4029
 JU4029.The dynamic height is computed by dividing the NAVD 88
 JU4029.geopotential number by the normal gravity value computed on the
 JU4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4029.degrees latitude (g = 980.6199 gals.).
 JU4029
 JU4029.The modeled gravity was interpolated from observed gravity values.
 JU4029
 JU4029. The following values were computed from the NAD 83(2011) position.
 JU4029
 JU4029;                    North         East     Units Scale Factor Converg.
 JU4029;SPC NJ       -   123,435.672   120,940.887   MT  0.99991039   -0 13 06.0
 JU4029;SPC NJ       -   404,971.87    396,786.89   sFT  0.99991039   -0 13 06.0
 JU4029;UTM  18      - 4,421,637.201   513,663.867   MT  0.99960230   +0 06 09.7
 JU4029
 JU4029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4029!SPC NJ       -   1.00000266  x   0.99991039  =   0.99991305
 JU4029!UTM  18      -   1.00000266  x   0.99960230  =   0.99960496
 JU4029
 JU4029:                Primary Azimuth Mark                     Grid Az
 JU4029:SPC NJ       -  BURLINGTON CBL 400                       249 39 56.7
 JU4029:UTM  18      -  BURLINGTON CBL 400                       249 20 41.0
 JU4029
 JU4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1366321637(NAD 83)
 JU4029
 JU4029|---------------------------------------------------------------------|
 JU4029| PID    Reference Object                     Distance      Geod. Az  |
 JU4029|                                                           dddmmss.s |
 JU4029| AB8756 BURLINGTON CBL 400                  400.009 METERS 2492650.7 |
 JU4029| JU4030 BURLINGTON CBL 1000                 APPROX. 1.0 KM 2492647.5 |
 JU4029|---------------------------------------------------------------------|
 JU4029
 JU4029                          SUPERSEDED SURVEY CONTROL
 JU4029
 JU4029  NAD 83(2007)-  39 56 41.09771(N)    074 50 24.19822(W) AD(2002.00) 0
 JU4029  ELLIP H (02/10/07)  -16.933  (m)                       GP(2002.00)    
 JU4029  ELLIP H (10/23/02)  -16.914  (m)                       GP(       ) 4 1
 JU4029  NAD 83(1996)-  39 56 41.09767(N)    074 50 24.19831(W) AD(       ) 1
 JU4029  ELLIP H (05/14/99)  -16.907  (m)                       GP(       ) 4 1
 JU4029  NAD 83(1992)-  39 56 41.09698(N)    074 50 24.19818(W) AD(       ) 1
 JU4029  ELLIP H (12/16/96)  -16.947  (m)                       GP(       ) 2 1
 JU4029  ELLIP H (01/27/92)  -16.907  (m)                       GP(       ) 4 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  NAVD 88 (12/16/96)   15.8    (m)  GEOID93  model used  GPS OBS        
 JU4029  NGVD 29 (08/10/88)   16.3    (m)  RAPSU86  model used  GPS OBS        
 JU4029
 JU4029.Superseded values are not recommended for survey control.
 JU4029
 JU4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4029.See file dsdata.pdf to determine how the superseded data were derived.
 JU4029
 JU4029_MARKER: DQ = CALIBRATION BASE LINE DISK
 JU4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4029_STAMPING: 0 1979
 JU4029_MARK LOGO: NGS
 JU4029_PROJECTION: FLUSH
 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 - May 07, 2008
 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  HISTORY     - 20080507 GOOD             NJGS
 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.
 JU4029
 JU4029                          STATION RECOVERY (2008)
 JU4029
 JU4029'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 JU4029'RECOVERED IN GOOD CONDITION.
 JU4029'
 JU4029'NOTE-THE STATION IS LOCATED APPROXIMATELY 3 MI (4.8 KM)
 JU4029'NORTH-NORTHWEST OF MEDFORD, NEW JERSEY IN THE TOWN OF MEDFORD, MEDFORD
 JU4029'TOWNSHIP ON THE GROUNDS OF THE SOUTH JERSEY REGIONAL AIRPORT.
 JU4029'
 JU4029'NOTE-PRIOR ARRANGEMENTS MUST BE MADE TWO WEEKS BEFOREHAND TO OCCUPYING
 JU4029'THE STATION.  AIRPORT CONTACT IS JASON MACUKEWICZ, AIRPORT MANAGER 68
 JU4029'STACEY HAINES ROAD, LUMBERTON, NJ 08048, 609) 267-3131.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4030 ***********************************************************************
 JU4030  DESIGNATION -  BURLINGTON CBL 1000
 JU4030  PID         -  JU4030
 JU4030  STATE/COUNTY-  NJ/BURLINGTON
 JU4030  COUNTRY     -  US
 JU4030  USGS QUAD   -  MOUNT HOLLY (2019)
 JU4030
 JU4030                         *CURRENT SURVEY CONTROL
 JU4030  ______________________________________________________________________
 JU4030* NAD 83(2011) POSITION- 39 56 29.71203(N) 074 51 03.63968(W)   ADJUSTED
 JU4030* NAD 83(2011) ELLIP HT-   -20.090 (meters)        (06/27/12)   ADJUSTED
 JU4030* NAD 83(2011) EPOCH   -  2010.00
 JU4030* NAVD 88 ORTHO HEIGHT -    12.548 (meters)       41.17  (feet) ADJUSTED
 JU4030  ______________________________________________________________________
 JU4030  GEOID HEIGHT    -        -32.692 (meters)                     GEOID18
 JU4030  NAD 83(2011) X  -  1,279,695.647 (meters)                     COMP
 JU4030  NAD 83(2011) Y  - -4,726,690.616 (meters)                     COMP
 JU4030  NAD 83(2011) Z  -  4,073,002.086 (meters)                     COMP
 JU4030  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 JU4030  DYNAMIC HEIGHT  -         12.543 (meters)       41.15  (feet) COMP
 JU4030  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 JU4030
 JU4030  VERT ORDER      -  FIRST     CLASS II
 JU4030
 JU4030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4030  Standards:
 JU4030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4030  -------------------------------------------------------------------
 JU4030  NETWORK    0.33   0.63           0.15   0.12   0.32      0.05086821
 JU4030  -------------------------------------------------------------------
 JU4030  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4030
 JU4030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4030.been affixed to the stable North American tectonic plate. See 
 JU4030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4030
 JU4030.The horizontal coordinates are valid at the epoch date displayed above
 JU4030.which is a decimal equivalence of Year/Month/Day.
 JU4030
 JU4030.The orthometric height was determined by differential leveling and
 JU4030.adjusted by the NATIONAL GEODETIC SURVEY
 JU4030.in May 2011.
 JU4030
 JU4030.No vertical observational check was made to the station.
 JU4030
 JU4030.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4030.GEOID18 height accuracy estimate available here.
 JU4030
 JU4030.Click photographs - Photos may exist for this station.
 JU4030
 JU4030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4030
 JU4030.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4030
 JU4030.The ellipsoidal height was determined by GPS observations
 JU4030.and is referenced to NAD 83.
 JU4030
 JU4030.The dynamic height is computed by dividing the NAVD 88
 JU4030.geopotential number by the normal gravity value computed on the
 JU4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4030.degrees latitude (g = 980.6199 gals.).
 JU4030
 JU4030.The modeled gravity was interpolated from observed gravity values.
 JU4030
 JU4030. The following values were computed from the NAD 83(2011) position.
 JU4030
 JU4030;                    North         East     Units Scale Factor Converg.
 JU4030;SPC NJ       -   123,088.178   120,003.256   MT  0.99991107   -0 13 31.3
 JU4030;SPC NJ       -   403,831.80    393,710.68   sFT  0.99991107   -0 13 31.3
 JU4030;UTM  18      - 4,421,284.568   512,728.487   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 51.4
 JU4030:UTM  18      -  BURLINGTON CBL 400                       069 20 35.8
 JU4030
 JU4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1272821284(NAD 83)
 JU4030
 JU4030|---------------------------------------------------------------------|
 JU4030| PID    Reference Object                     Distance      Geod. Az  |
 JU4030|                                                           dddmmss.s |
 JU4030| AB8756 BURLINGTON CBL 400                  APPROX. 0.6 KM 0692620.1 |
 JU4030|---------------------------------------------------------------------|
 JU4030
 JU4030                          SUPERSEDED SURVEY CONTROL
 JU4030
 JU4030  NAD 83(2007)-  39 56 29.71240(N)    074 51 03.64032(W) AD(2002.00) 0
 JU4030  ELLIP H (02/10/07)  -20.083  (m)                       GP(2002.00)    
 JU4030  ELLIP H (10/23/02)  -20.065  (m)                       GP(       ) 4 1
 JU4030  NAD 83(1996)-  39 56 29.71236(N)    074 51 03.64032(W) AD(       ) 1
 JU4030  ELLIP H (05/14/99)  -20.058  (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)  -20.097  (m)                       GP(       ) 2 1
 JU4030  ELLIP H (01/27/92)  -20.053  (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  NAVD 88 (12/16/96)   12.6    (m)  GEOID93  model used  GPS OBS        
 JU4030  NGVD 29 (08/10/88)   13.2    (m)  RAPSU86  model used  GPS OBS        
 JU4030
 JU4030.Superseded values are not recommended for survey control.
 JU4030
 JU4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4030.See file dsdata.pdf to determine how the superseded data were derived.
 JU4030
 JU4030_MARKER: DQ = CALIBRATION BASE LINE DISK
 JU4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4030_STAMPING: 1000 1979
 JU4030_MARK LOGO: NGS
 JU4030_PROJECTION: FLUSH
 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 - May 08, 2008
 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  HISTORY     - 20080508 GOOD             NJGS
 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.
 JU4030
 JU4030                          STATION RECOVERY (2008)
 JU4030
 JU4030'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 JU4030'RECOVERED IN GOOD CONDITION.
 JU4030'
 JU4030'NOTE-THE STATION IS LOCATED APPROXIMATELY 3 MI (4.8 KM)
 JU4030'NORTH-NORTHWEST OF MEDFORD, NEW JERSEY IN THE TOWN OF MEDFORD, MEDFORD
 JU4030'TOWNSHIP ON THE GROUNDS OF THE SOUTH JERSEY REGIONAL AIRPORT.
 JU4030'
 JU4030'NOTE-PRIOR ARRANGEMENTS MUST BE MADE TWO WEEKS BEFOREHAND TO OCCUPYING
 JU4030'THE STATION.  AIRPORT CONTACT IS JASON MACUKEWICZ, AIRPORT MANAGER 68
 JU4030'STACEY HAINES ROAD, LUMBERTON, NJ 08048, 609) 267-3131.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9537 ***********************************************************************
 AH9537  DESIGNATION -  BURLINGTON CBL 150
 AH9537  PID         -  AH9537
 AH9537  STATE/COUNTY-  NJ/BURLINGTON
 AH9537  COUNTRY     -  US
 AH9537  USGS QUAD   -  MOUNT HOLLY (2019)
 AH9537
 AH9537                         *CURRENT SURVEY CONTROL
 AH9537  ______________________________________________________________________
 AH9537* NAD 83(1986) POSITION- 39 56 39.38   (N) 074 50 30.11   (W)   HD_HELD1
 AH9537* NAVD 88 ORTHO HEIGHT -    14.681 (meters)       48.17  (feet) ADJUSTED
 AH9537  ______________________________________________________________________
 AH9537  GEOID HEIGHT    -        -32.686 (meters)                     GEOID18
 AH9537  DYNAMIC HEIGHT  -         14.674 (meters)       48.14  (feet) COMP
 AH9537  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 AH9537
 AH9537  VERT ORDER      -  FIRST     CLASS II
 AH9537
 AH9537.The horizontal coordinates were determined by differentially corrected
 AH9537.hand held GPS observations or other comparable positioning techniques
 AH9537.and have an estimated accuracy of +/- 3 meters.
 AH9537
 AH9537.The orthometric height was determined by differential leveling and
 AH9537.adjusted by the NATIONAL GEODETIC SURVEY
 AH9537.in May 2011.
 AH9537
 AH9537.No vertical observational check was made to the station.
 AH9537
 AH9537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9537.GEOID18 height accuracy estimate available here.
 AH9537
 AH9537.Click photographs - Photos may exist for this station.
 AH9537
 AH9537.The dynamic height is computed by dividing the NAVD 88
 AH9537.geopotential number by the normal gravity value computed on the
 AH9537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9537.degrees latitude (g = 980.6199 gals.).
 AH9537
 AH9537.The modeled gravity was interpolated from observed gravity values.
 AH9537
 AH9537;                    North         East    Units  Estimated Accuracy
 AH9537;SPC NJ       -   123,383.2     120,800.3     MT  (+/- 3 meters HH1 GPS) 
 AH9537
 AH9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1352321584(NAD 83)
 AH9537
 AH9537                          SUPERSEDED SURVEY CONTROL
 AH9537
 AH9537.No superseded survey control is available for this station.
 AH9537
 AH9537_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9537_STAMPING: 150 1979
 AH9537_MARK LOGO: NGS
 AH9537_PROJECTION: FLUSH
 AH9537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9537+STABILITY: SURFACE MOTION
 AH9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9537+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 AH9537
 AH9537  HISTORY     - Date     Condition        Report By
 AH9537  HISTORY     - 1979     MONUMENTED       NJDT
 AH9537  HISTORY     - 19800102 GOOD             NGS
 AH9537  HISTORY     - 19930622 GOOD             NGS
 AH9537  HISTORY     - 20080508 GOOD             NJGS
 AH9537
 AH9537                          STATION DESCRIPTION
 AH9537
 AH9537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AH9537'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT.
 AH9537'THE REDUCED MARK-TO-MARK DISTANCE IS 100.01 FEET.
 AH9537'
 AH9537'THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2
 AH9537'KM (3.2 MI) NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-
 AH9537'NORTHEAST OF MT. LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT
 AH9537'THE SOUTH JERSEY REGIONAL AIRPORT.  THE BASE LINE RUNS ALONG AND IS
 AH9537'APPROXIMATELY PARALLEL WITH THE NORTHERN EDGE OF RUNWAY (8-26).
 AH9537'**NOTE**  MARIANNE WORTH, AIRPORT MANAGER, SABRE FLIGHT SERVICES,
 AH9537'INC., 68 STACY HAINES ROAD, MEDFORD, NJ 08055, MUST BE NOTIFIED
 AH9537'24-HOURS PRIOR TO WORK ON THE BASE LINE AND CAN PROVIDE AIRPORT ACCESS
 AH9537'INFORMATION **.  TELEPHONE (609) 267-3131.
 AH9537'
 AH9537'THE BASE LINE IS AN EAST-NORTHEAST, WEST-SOUTHWEST LINE WITH THE
 AH9537'0-METER POINT ON THE EAST-NORTHEAST END.  IT CONSISTS OF THE 0, 150,
 AH9537'400, AND 1000 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION
 AH9537'LOCATED ON LINE AND WEST-SOUTHWEST OF THE 0-METER POINT.
 AH9537'
 AH9537'TO REACH THE 0-METER POINT FROM THE TRAFFIC CIRCLE OF STATE HIGHWAY 70
 AH9537'AND COUNTY ROAD 541 (MT. HOLLY/MEDFORD ROAD), LOCATED ON THE NORTH
 AH9537'SIDE OF MEDFORD, GO NORTH ON COUNTY ROAD 541 FOR 1.2 KM (0.7 MI) TO
 AH9537'THE INTERSECTION OF COUNTY ROAD 616 (CHURCH ROAD). CONTINUE NORTHERLY
 AH9537'ON COUNTY ROAD 541 FOR 3.2 KM (2.0 MI) TO THE INTERSECTION OF COUNTY
 AH9537'ROAD 612 (FOSTERTOWN ROAD) ON THE LEFT AND COUNTY ROAD 636 ON THE
 AH9537'RIGHT.  TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 612 FOR 0.4 KM (0.2
 AH9537'MI) TO THE INTERSECTION OF STACY HAINES ROAD ON THE LEFT WHERE COUNTY
 AH9537'ROAD 612 TURNS TO THE WEST.  TURN LEFT AND GO WEST ON COUNTY ROAD 612
 AH9537'FOR 2.0 KM (1.2 MI) TO AN INTERSECTION ON THE RIGHT FOR THE SOUTH
 AH9537'JERSEY REGIONAL AIRPORT.  TURN RIGHT AND GO NORTHERLY ON TO THE MAIN
 AH9537'TAXIWAY, CROSSING THE AIRCRAFT PARKING AREA, FOR 0.5 KM (0.3 MI) TO
 AH9537'THE NORTHERN EDGE OF RUNWAY (8-26).  TURN RIGHT AND GO EAST
 AH9537'CROSS-COUNTRY PARALLELING THE NORTHERN EDGE OF RUNWAY (8-26) FOR 0.4
 AH9537'KM (0.2 MI) TO THE 0-METER POINT ON THE LEFT.
 AH9537'
 AH9537'THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AH9537'STAMPED--150 1979--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 AH9537'CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND.
 AH9537'IT IS 28.8 M (94.5 FT) NORTHEAST OF A RUNWAY LIGHT, 17.9 M (58.7 FT)
 AH9537'NORTH-NORTHWEST OF THE NORTHERN EDGE OF RUNWAY (8-26), 14.1 M (46.3
 AH9537'FT) EAST-SOUTHEAST OF REFERENCE MARK NO. 2, 13.4 M (44.0 FT)
 AH9537'EAST-SOUTHEAST OF A METAL WITNESS POST, 12.8 M (42.0 FT)
 AH9537'SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND 12.4 M (40.7 FT)
 AH9537'SOUTH-SOUTHWEST OF REFERENCE MARK NO. 1.
 AH9537'
 AH9537'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AH9537'ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAY IS STRICTLY
 AH9537'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY.
 AH9537'
 AH9537'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 AH9537'SURVEYORS ASSOCIATION OF WEST JERSEY AND THE NEW JERSEY GEODETIC
 AH9537'CONTROL SURVEY, AND REMEASURED WITH ASSISTANCE FROM THE NEW JERSEY
 AH9537'DEPARTMENT OF TRANSPORTATION, MR. JESSE KOZLOWSKI OF THE WEST JERSEY
 AH9537'CHAPTER, AND MR. STEVE MARTINELLI OF THE SOUTH JERSEY CHAPTER OF THE
 AH9537'NEW JERSEY PROFESSIONAL SOCIETY OF LAND SURVEYORS. FOR MORE
 AH9537'INFORMATION PLEASE CONTACT  NJ DEPARTMENT OF TRANSPORTATION, GEODETIC
 AH9537'SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ 08625.
 AH9537'TELEPHONE (609) 530-5654.  OR CONTACT JESSE KOZLOWSKI, SURVEYOR AND
 AH9537'PLANNER, 804 BIRCHFIELD DRIVE, MT. LAUREL, NJ 08054.  TELEPHONE (609)
 AH9537'727-3777.
 AH9537
 AH9537                          STATION RECOVERY (1993)
 AH9537
 AH9537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 AH9537'MARK IS A COMPONENT OF THE BURLINGTON CALIBRATION BASE LINE.  LOCATED
 AH9537'ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2 KM (3.2 MI)
 AH9537'NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-NORTHEAST OF MT.
 AH9537'LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT THE SOUTH JERSEY
 AH9537'REGIONAL AIRPORT.  MARK IS LOCATED ON THE NORTH SIDE OF RUNWAY (8-26).
 AH9537'** NOTE MARIANNE WORTH, AIRPORT MANAGER, 68 STACEY HANES ROAD,
 AH9537'MEDFORD, NJ 08055, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK AND CAN
 AH9537'PROVIDE AIRPORT ACCESS INFORMATION. ** TO REACH FROM THE TRAFFIC
 AH9537'CIRCLE OF STATE HIGHWAY 70 AND COUNTY ROAD 541 (MT. HOLLY/MEDFORD
 AH9537'ROAD), LOCATED NORTH OF MEDFORD, GO NORTHERLY ON COUNTY ROAD 541 FOR
 AH9537'1.2 KM (0.7 MI) TO THE INTERSECTION OF COUNTY ROAD 616 (CHURCH ROAD).
 AH9537'CONTINUE NORTHERLY ON COUNTY ROAD 541 FOR 3.2 KM (2.0 MI) TO THE
 AH9537'INTERSECTION OF COUNTY ROAD 612 (FOSTERTOWN ROAD)ON THE LEFT AND
 AH9537'COUNTY ROAD 636 ON THE RIGHT.  TURN LEFT AND GO NORTHERLY ON COUNTY
 AH9537'ROAD 612 FOR 0.2 KM (0.1 MI) TO THE INTERSECTION OF STACEY HANES ROAD
 AH9537'ON THE LEFT WHERE COUNTY ROAD 612 TURNS TO THE LEFT.  TURN LEFT AND GO
 AH9537'WESTERLY ON COUNTY ROAD 612 FOR 2.0 KM (1.2 MI) TO AN INTERSECTION ON
 AH9537'THE RIGHT FOR THE SOUTH JERSEY REGIONAL AIRPORT.  TURN RIGHT AND GO
 AH9537'NORTHERLY ON TO THE MAIN TAXIWAY, ACROSS THE AIRCRAFT PARKING AREA,
 AH9537'FOR 0.5 KM (0.3 MI) TO THE NORTH SIDE OF RUNWAY (8-26).  TURN RIGHT
 AH9537'AND GO EASTERLY CROSS-COUNTRY PARALLEING THE NORTHERN EDGE OF RUNWAY
 AH9537'(8-26) FOR 0.27 KM (0.17 MI) TO THE MARK ON THE LEFT. MARK IS SET IN
 AH9537'THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1
 AH9537'IN) BELOW GROUND SURFACE.  ** NOTE THERE IS AN UNDERGOUND MARK SET
 AH9537'BELOW THE SURFACE MARK.  NO INFORMATION ABOUT DISK TYPE OR MAGNETIC
 AH9537'MATERIAL WAS AVAILABLE AT TIME OF RECOVERY.  ** IT IS 28.8 M (94.5 FT)
 AH9537'NORTHEAST OF A RUNWAY LIGHT, 17.9 M (58.7 FT) NORTH-NORTHWEST OF THE
 AH9537'NORTHERN EDGE OF RUNWAY (8-26), 14.1 M (46.3 FT) EAST-SOUTHEAST OF
 AH9537'REFERENCE MARK NO. 2, 13.4 M (44.0 FT) EAST-SOUTHEAST OF A METAL
 AH9537'WITNESS POST, 12.8 M (42.0 FT) SOUTH-SOUTHWEST OF A METAL WITNESS
 AH9537'POST, AND 12.4 M (40.7 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO. 1. **
 AH9537'NOTE DRIVING ON THE RUNWAYS IS STRICTLY PROHIBITED AND ALL AIRCRAFT
 AH9537'HAVE THE RIGHT-OF-WAY.  ** FOR MORE INFORMATION CONTACT MR. JESSE
 AH9537'KOZLOWSKI, SURVEYOR AND PLANNER, 804 BIRCHFIELD DRIVE, MT. LAUREL, NJ
 AH9537'08054. CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF TRANSPORTATION,
 AH9537'GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ
 AH9537'08625. DESCRIBED BY KIRK MCCAULEY
 AH9537
 AH9537                          STATION RECOVERY (2008)
 AH9537
 AH9537'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AH9537'THE STATION IS LOCATED APPROXIMATELY 3 MI (4.8 KM) NORTH-NORTHWEST OF
 AH9537'MEDFORD, NEW JERSEY IN THE TOWN OF MEDFORD, MEDFORD TOWNSHIP ON THE
 AH9537'GROUNDS OF THE SOUTH JERSEY REGIONAL AIRPORT.  PRIOR ARRANGEMENTS MUST
 AH9537'BE MADE TWO WEEKS BEFOREHAND TO OCCUPYING THE STATION.  AIRPORT
 AH9537'CONTACT IS JASON MACUKEWICZ, AIRPORT MANAGER 68 STACEY HAINES ROAD,
 AH9537'LUMBERTON, NJ 08048.
 AH9537'
 AH9537'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 AH9537'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 AH9537'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 AH9537'STREET.  TURN RIGHT AND GO 2.25 MI (3.6 KM) SOUTH ON MAIN STREET TO
 AH9537'THE JUNCTION WITH FOSTERTOWN ROAD.  TURN RIGHT AND GO 0.25 MI (0.4 KM)
 AH9537'NORTHWEST ON FOSTERTOWN ROAD TO THE JUNCTION WITH STACY HAINES ROAD.
 AH9537'TURN LEFT AND GO 1.2 MI (1.9 KM) SOUTHWEST ON STACY HAINES ROAD TO THE
 AH9537'ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN RIGHT AND GO ABOUT 0.1 MI
 AH9537'(0.2 KM) TO THE AIRPORT OPERATIONS BUILDING AND MANAGEMENT OFFICE ON
 AH9537'THE LEFT.
 AH9537'
 AH9537'THE STATION IS 95.0 FT (29.0 M) NORTHEAST OF A RUNWAY LIGHT, 59.0 FT
 AH9537'(18.0 M) NORTH-NORTHWEST OF THE NORTH EDGE OF THE RUNWAY, 150 M (492.1
 AH9537'FT) SOUTHWEST OF CBL 0 STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8756 ***********************************************************************
 AB8756  DESIGNATION -  BURLINGTON CBL 400
 AB8756  PID         -  AB8756
 AB8756  STATE/COUNTY-  NJ/BURLINGTON
 AB8756  COUNTRY     -  US
 AB8756  USGS QUAD   -  MOUNT HOLLY (2019)
 AB8756
 AB8756                         *CURRENT SURVEY CONTROL
 AB8756  ______________________________________________________________________
 AB8756* NAD 83(2011) POSITION- 39 56 36.54394(N) 074 50 39.97465(W)   ADJUSTED
 AB8756* NAD 83(2011) ELLIP HT-   -19.293 (meters)        (06/27/12)   ADJUSTED
 AB8756* NAD 83(2011) EPOCH   -  2010.00
 AB8756* NAVD 88 ORTHO HEIGHT -    13.394 (meters)       43.94  (feet) ADJUSTED
 AB8756  ______________________________________________________________________
 AB8756  GEOID HEIGHT    -        -32.688 (meters)                     GEOID18
 AB8756  NAD 83(2011) X  -  1,280,202.729 (meters)                     COMP
 AB8756  NAD 83(2011) Y  - -4,726,413.777 (meters)                     COMP
 AB8756  NAD 83(2011) Z  -  4,073,164.149 (meters)                     COMP
 AB8756  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 AB8756  DYNAMIC HEIGHT  -         13.388 (meters)       43.92  (feet) COMP
 AB8756  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 AB8756
 AB8756  VERT ORDER      -  FIRST     CLASS II
 AB8756
 AB8756  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8756  Standards:
 AB8756         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8756            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8756  -------------------------------------------------------------------
 AB8756  NETWORK    0.24   0.45           0.11   0.08   0.23     -0.03982792
 AB8756  -------------------------------------------------------------------
 AB8756  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB8756
 AB8756.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8756.been affixed to the stable North American tectonic plate. See 
 AB8756.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8756
 AB8756.The horizontal coordinates are valid at the epoch date displayed above
 AB8756.which is a decimal equivalence of Year/Month/Day.
 AB8756
 AB8756.The orthometric height was determined by differential leveling and
 AB8756.adjusted by the NATIONAL GEODETIC SURVEY
 AB8756.in May 2011.
 AB8756
 AB8756.No vertical observational check was made to the station.
 AB8756
 AB8756.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8756.GEOID18 height accuracy estimate available here.
 AB8756
 AB8756.Click photographs - Photos may exist for this station.
 AB8756
 AB8756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8756
 AB8756.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8756
 AB8756.The ellipsoidal height was determined by GPS observations
 AB8756.and is referenced to NAD 83.
 AB8756
 AB8756.The dynamic height is computed by dividing the NAVD 88
 AB8756.geopotential number by the normal gravity value computed on the
 AB8756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8756.degrees latitude (g = 980.6199 gals.).
 AB8756
 AB8756.The modeled gravity was interpolated from observed gravity values.
 AB8756
 AB8756. The following values were computed from the NAD 83(2011) position.
 AB8756
 AB8756;                    North         East     Units Scale Factor Converg.
 AB8756;SPC NJ       -   123,296.683   120,565.840   MT  0.99991066   -0 13 16.1
 AB8756;SPC NJ       -   404,515.87    395,556.43   sFT  0.99991066   -0 13 16.1
 AB8756;UTM  18      - 4,421,496.157   513,289.720   MT  0.99960217   +0 05 59.6
 AB8756
 AB8756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8756!SPC NJ       -   1.00000303  x   0.99991066  =   0.99991369
 AB8756!UTM  18      -   1.00000303  x   0.99960217  =   0.99960520
 AB8756
 AB8756:                Primary Azimuth Mark                     Grid Az
 AB8756:SPC NJ       -  BURLINGTON CBL 0                         069 39 56.7
 AB8756:UTM  18      -  BURLINGTON CBL 0                         069 20 41.0
 AB8756
 AB8756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1328921496(NAD 83)
 AB8756
 AB8756|---------------------------------------------------------------------|
 AB8756| PID    Reference Object                     Distance      Geod. Az  |
 AB8756|                                                           dddmmss.s |
 AB8756| JU4029 BURLINGTON CBL 0                    400.009 METERS 0692640.6 |
 AB8756| JU4030 BURLINGTON CBL 1000                 APPROX. 0.6 KM 2492635.3 |
 AB8756|---------------------------------------------------------------------|
 AB8756
 AB8756                          SUPERSEDED SURVEY CONTROL
 AB8756
 AB8756  NAD 83(2007)-  39 56 36.54432(N)    074 50 39.97526(W) AD(2002.00) 0
 AB8756  ELLIP H (02/10/07)  -19.286  (m)                       GP(2002.00)    
 AB8756  ELLIP H (10/23/02)  -19.267  (m)                       GP(       ) 4 1
 AB8756  NAD 83(1996)-  39 56 36.54425(N)    074 50 39.97533(W) AD(       ) 1
 AB8756  ELLIP H (05/14/99)  -19.261  (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)  -19.297  (m)                       GP(       ) 2 1
 AB8756  NAVD 88 (12/16/96)   13.4    (m)  GEOID93  model used  GPS OBS        
 AB8756
 AB8756.Superseded values are not recommended for survey control.
 AB8756
 AB8756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8756.See file dsdata.pdf to determine how the superseded data were derived.
 AB8756
 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_PROJECTION: FLUSH
 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 - May 07, 2008
 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  HISTORY     - 20080507 GOOD             NJGS
 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.
 AB8756
 AB8756                          STATION RECOVERY (2008)
 AB8756
 AB8756'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AB8756'RECOVERED IN GOOD CONDITION.
 AB8756'
 AB8756'NOTE-THE STATION IS LOCATED APPROXIMATELY 3 MI (4.8 KM)
 AB8756'NORTH-NORTHWEST OF MEDFORD, NEW JERSEY IN THE TOWN OF MEDFORD, MEDFORD
 AB8756'TOWNSHIP ON THE GROUNDS OF THE SOUTH JERSEY REGIONAL AIRPORT.
 AB8756'
 AB8756'NOTE-PRIOR ARRANGEMENTS MUST BE MADE TWO WEEKS BEFOREHAND TO OCCUPYING
 AB8756'THE STATION.  AIRPORT CONTACT IS JASON MACUKEWICZ, AIRPORT MANAGER 68
 AB8756'STACEY HAINES ROAD, LUMBERTON, NJ 08048, 609) 267-3131.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH9542 ***********************************************************************
 AH9542  DESIGNATION -  BURLINGTON CBL 400 RM 1
 AH9542  PID         -  AH9542
 AH9542  STATE/COUNTY-  NJ/BURLINGTON
 AH9542  COUNTRY     -  US
 AH9542  USGS QUAD   -  MOUNT HOLLY (2019)
 AH9542
 AH9542                         *CURRENT SURVEY CONTROL
 AH9542  ______________________________________________________________________
 AH9542* NAD 83(1986) POSITION- 39 56 37.     (N) 074 50 40.     (W)   SCALED
 AH9542* NAVD 88 ORTHO HEIGHT -    13.572 (meters)       44.53  (feet) ADJUSTED
 AH9542  ______________________________________________________________________
 AH9542  GEOID HEIGHT    -        -32.688 (meters)                     GEOID18
 AH9542  DYNAMIC HEIGHT  -         13.566 (meters)       44.51  (feet) COMP
 AH9542  MODELED GRAVITY -    980,194.0   (mgal)                       NAVD 88
 AH9542
 AH9542  VERT ORDER      -  FIRST     CLASS II
 AH9542
 AH9542.The horizontal coordinates were scaled from a map and have
 AH9542.an estimated accuracy of +/- 6 seconds.
 AH9542
 AH9542.The orthometric height was determined by differential leveling and
 AH9542.adjusted by the NATIONAL GEODETIC SURVEY
 AH9542.in May 2011.
 AH9542
 AH9542.No vertical observational check was made to the station.
 AH9542
 AH9542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9542.GEOID18 height accuracy estimate available here.
 AH9542
 AH9542.Click photographs - Photos may exist for this station.
 AH9542
 AH9542.The dynamic height is computed by dividing the NAVD 88
 AH9542.geopotential number by the normal gravity value computed on the
 AH9542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9542.degrees latitude (g = 980.6199 gals.).
 AH9542
 AH9542.The modeled gravity was interpolated from observed gravity values.
 AH9542
 AH9542;                    North         East    Units  Estimated Accuracy
 AH9542;SPC NJ       -   123,310.      120,570.      MT  (+/- 180 meters Scaled)
 AH9542
 AH9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK132215(NAD 83)
 AH9542
 AH9542                          SUPERSEDED SURVEY CONTROL
 AH9542
 AH9542.No superseded survey control is available for this station.
 AH9542
 AH9542_MARKER: DR = REFERENCE MARK DISK
 AH9542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9542_STAMPING: 1 400 1979
 AH9542_MARK LOGO: NGS
 AH9542_PROJECTION: PROJECTING 10 CENTIMETERS
 AH9542_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9542+STABILITY: SURFACE MOTION
 AH9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9542+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 AH9542
 AH9542  HISTORY     - Date     Condition        Report By
 AH9542  HISTORY     - 1979     MONUMENTED       NGS
 AH9542  HISTORY     - 19930622 GOOD             NGS
 AH9542  HISTORY     - 20080507 GOOD             NJGS
 AH9542
 AH9542                          STATION DESCRIPTION
 AH9542
 AH9542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (KM)
 AH9542'MARK IS A COMPONENT OF THE BURLINGTON CALIBRATION BASE LINE.  LOCATED
 AH9542'ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2 KM (3.2 MI)
 AH9542'NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-NORTHEAST OF MT.
 AH9542'LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT THE SOUTH JERSEY
 AH9542'REGIONAL AIRPORT.  MARK IS LOCATED NORTH OF RUNWAY (8-26) AND JUST
 AH9542'EAST OF THE EXTENDED CENTERLINE OF THE MAIN NORTH-SOUTH TAXIWAY. **
 AH9542'NOTE MARIANNE WORTH, AIRPORT MANAGER, 68 STACEY HANES ROAD, MEDFORD,
 AH9542'NJ 08055, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK AND CAN PROVIDE
 AH9542'AIRPORT ACCESS INFORMATION. ** TO REACH FROM THE TRAFFIC CIRCLE OF
 AH9542'STATE HIGHWAY 70 AND COUNTY ROAD 541 (MT. HOLLY/MEDFORD ROAD), LOCATED
 AH9542'NORTH OF MEDFORD, GO NORTHERLY ON COUNTY ROAD 541 FOR 1.2 KM (0.7 MI)
 AH9542'TO THE INTERSECTION OF COUNTY ROAD 616 (CHURCH ROAD).  CONTINUE
 AH9542'NORTHERLY ON COUNTY ROAD 541 FOR 3.2 KM (2.0 MI) TO THE INTERSECTION
 AH9542'OF COUNTY ROAD 612 (FOSTERTOWN ROAD)ON THE LEFT AND COUNTY ROAD 636 ON
 AH9542'THE RIGHT.  TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 612 FOR 0.2 KM
 AH9542'(0.1 MI) TO THE INTERSECTION OF STACEY HANES ROAD ON THE LEFT WHERE
 AH9542'COUNTY ROAD 612 TURNS TO THE LEFT.  TURN LEFT AND GO WESTERLY ON
 AH9542'COUNTY ROAD 612 FOR 2.0 KM (1.2 MI) TO AN INTERSECTION ON THE RIGHT
 AH9542'FOR THE SOUTH JERSEY REGIONAL AIRPORT.  TURN RIGHT AND GO NORTHERLY ON
 AH9542'TO THE MAIN TAXIWAY, ACROSS THE AIRCRAFT PARKING AREA, FOR 0.53 KM
 AH9542'(0.33 MI) TO THE NORTH SIDE OF RUNWAY (8-26) AND THE MARK ON THE RIGHT
 AH9542'IN THE SOUTHERN EDGE OF A WOOD LINE. MARK IS SET IN THE TOP OF A 23 CM
 AH9542'(9 IN) DIAMETER CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE GROUND
 AH9542'SURFACE.  IT IS 29.5 M (96.8 FT) NORTH-NORTHWEST OF THE NORTHERN EDGE
 AH9542'OF RUNWAY (8-26), 15.9 M (52.2 FT) NORTH-NORTHEAST OF STATION
 AH9542'BURLINGTON CBL 400, 9.7 M (31.8 FT) EAST-SOUTHEAST OF A FIBERGLASS
 AH9542'WITNESS POST, AND 0.9 M (3.0 FT) WEST OF A METAL WITNESS POST. ** NOTE
 AH9542'DRIVING ON THE RUNWAYS IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE
 AH9542'THE RIGHT-OF-WAY.  ** FOR MORE INFORMATION CONTACT MR. JESSE
 AH9542'KOZLOWSKI, SURVEYOR AND PLANNER, 804 BIRCHFIELD DRIVE, MT. LAUREL, NJ
 AH9542'08054. CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF TRANSPORTATION,
 AH9542'GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ
 AH9542'08625. DESCRIBED BY KIRK MCCAULEY
 AH9542
 AH9542                          STATION RECOVERY (2008)
 AH9542
 AH9542'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AH9542'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, ON THE GROUNDS OF THE
 AH9542'SOUTH JERSEY REGIONAL AIRPORT.  THE BASELINE RUNS ALONG AND IS
 AH9542'APPROXIMATELY PARALLEL WITH THE NORTH EDGE OF THE RUNWAY.
 AH9542'
 AH9542'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 38 AND THE
 AH9542'MOUNT HOLLY BYPASS (COUNTY ROAD 541), GO 0.75 MI (1.2 KM)
 AH9542'SOUTH-SOUTHEAST ON THE MOUNT HOLLY BYPASS TO THE JUNCTION WITH MAIN
 AH9542'STREET.  TURN RIGHT AND GO 2.25 MI (3.6 KM) SOUTH ON MAIN STREET TO
 AH9542'THE JUNCTION WITH FOSTERTOWN ROAD.  TURN RIGHT AND GO 0.25 MI (0.4 KM)
 AH9542'NORTHWEST ON FOSTERTOWN ROAD TO THE JUNCTION WITH STACY HAINES ROAD.
 AH9542'TURN LEFT AND GO 1.2 MI (1.9 KM) SOUTHWEST ON STACY HAINES ROAD TO THE
 AH9542'ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN RIGHT AND GO ABOUT 0.1 MI
 AH9542'(0.2 KM) TO THE AIRPORT OPERATIONS BUILDING AND MANAGEMENT OFFICE ON
 AH9542'THE LEFT.
 AH9542'
 AH9542'THE STATION IS LOCATED APPROXIMATELY 3 MI (4.8 KM) NORTH-NORTHWEST OF
 AH9542'MEDFORD, NEW JERSEY IN THE TOWN OF MEDFORD, MEDFORD TOWNSHIP ON THE
 AH9542'GROUNDS OF THE SOUTH JERSEY REGIONAL AIRPORT.  PRIOR ARRANGEMENTS MUST
 AH9542'BE MADE TWO WEEKS BEFOREHAND TO OCCUPYING THE STATION.  AIRPORT
 AH9542'CONTACT IS JASON MACUKEWICZ, AIRPORT MANAGER 68 STACEY HAINES ROAD,
 AH9542'LUMBERTON, NJ 08048, NORTHEAST OF STATION CBL 400.
 AH9542'
 AH9542'IT IS 0.92 M (3.0 FT) WEST OF A WITNESS POST, 36 M (118.1 FT) SOUTH OF
 AH9542'THE WOOD LINE, 29.8 M (97.8 FT) NORTH OF THE NORTH EDGE OF THE RUNWAY,
 AH9542'38.0 M (124.7 FT) NORTH OF THE CENTERLINE OF THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5622 ***********************************************************************
 KV5622  DESIGNATION -  BURLINGTON ENDEAV FIRE CLK TWR
 KV5622  PID         -  KV5622
 KV5622  STATE/COUNTY-  NJ/BURLINGTON
 KV5622  COUNTRY     -  US
 KV5622  USGS QUAD   -  BRISTOL (2019)
 KV5622
 KV5622                         *CURRENT SURVEY CONTROL
 KV5622  ______________________________________________________________________
 KV5622* NAD 83(1996) POSITION- 40 04 46.99439(N) 074 51 28.40026(W)   ADJUSTED
 KV5622  ______________________________________________________________________
 KV5622  GEOID HEIGHT    -        -32.868 (meters)                     GEOID18
 KV5622  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5622.GEOID18 height accuracy estimate available here.
 KV5622
 KV5622.Click photographs - Photos may exist for this station.
 KV5622
 KV5622.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5622
 KV5622. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1211636615(NAD 83)
 KV5622
 KV5622                          SUPERSEDED SURVEY CONTROL
 KV5622
 KV5622  NAD 83(1986)-  40 04 46.99308(N)    074 51 28.40158(W) AD(       ) 3
 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
 KV5622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5622.See file dsdata.pdf to determine how the superseded data were derived.
 KV5622
 KV5622_MARKER: 55 = TOWER
 KV5622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5622+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2007
 KV5622
 KV5622  HISTORY     - Date     Condition        Report By
 KV5622  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5622  HISTORY     - 1976     GOOD             NGS
 KV5622  HISTORY     - 20050514 GOOD             GEOCAC
 KV5622  HISTORY     - 20071123 GOOD             UE
 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.
 KV5622
 KV5622                          STATION RECOVERY (2007)
 KV5622
 KV5622'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5656 ***********************************************************************
 KV5656  DESIGNATION -  BURLINGTON HERCULES WATER TANK
 KV5656  PID         -  KV5656
 KV5656  STATE/COUNTY-  NJ/BURLINGTON
 KV5656  COUNTRY     -  US
 KV5656  USGS QUAD   -  BRISTOL (2019)
 KV5656
 KV5656                         *CURRENT SURVEY CONTROL
 KV5656  ______________________________________________________________________
 KV5656* NAD 83(1996) POSITION- 40 05 25.29296(N) 074 49 49.97976(W)   ADJUSTED
 KV5656  ______________________________________________________________________
 KV5656  GEOID HEIGHT    -        -32.854 (meters)                     GEOID18
 KV5656  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5656.GEOID18 height accuracy estimate available here.
 KV5656
 KV5656.Click photographs - Photos may exist for this station.
 KV5656
 KV5656.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5656
 KV5656. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1444537800(NAD 83)
 KV5656
 KV5656                          SUPERSEDED SURVEY CONTROL
 KV5656
 KV5656  NAD 83(1986)-  40 05 25.29135(N)    074 49 49.97994(W) AD(       ) 3
 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
 KV5656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5656.See file dsdata.pdf to determine how the superseded data were derived.
 KV5656
 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 = JULY 24, 2026 22:12:30 EDT
 KV5618 ***********************************************************************
 KV5618  DESIGNATION -  BURLINGTON LIGHT
 KV5618  PID         -  KV5618
 KV5618  STATE/COUNTY-  NJ/BURLINGTON
 KV5618  COUNTRY     -  US
 KV5618  USGS QUAD   -  BRISTOL (2019)
 KV5618
 KV5618                         *CURRENT SURVEY CONTROL
 KV5618  ______________________________________________________________________
 KV5618* NAD 83(1996) POSITION- 40 04 50.00343(N) 074 51 52.15165(W)   ADJUSTED
 KV5618  ______________________________________________________________________
 KV5618  GEOID HEIGHT    -        -32.881 (meters)                     GEOID18
 KV5618  LAPLACE CORR    -          3.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5618.GEOID18 height accuracy estimate available here.
 KV5618
 KV5618.Click photographs - Photos may exist for this station.
 KV5618
 KV5618.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5618
 KV5618. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1155336707(NAD 83)
 KV5618
 KV5618                          SUPERSEDED SURVEY CONTROL
 KV5618
 KV5618  NAD 83(1986)-  40 04 50.00227(N)    074 51 52.15281(W) AD(       ) 3
 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
 KV5618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5618.See file dsdata.pdf to determine how the superseded data were derived.
 KV5618
 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 = JULY 24, 2026 22:12:30 EDT
 KV5608 ***********************************************************************
 KV5608  DESIGNATION -  BURLINGTON MUNICIPAL STANDPIPE
 KV5608  PID         -  KV5608
 KV5608  STATE/COUNTY-  NJ/BURLINGTON
 KV5608  COUNTRY     -  US
 KV5608  USGS QUAD   -  BRISTOL (2019)
 KV5608
 KV5608                         *CURRENT SURVEY CONTROL
 KV5608  ______________________________________________________________________
 KV5608* NAD 83(1996) POSITION- 40 04 53.57882(N) 074 51 20.38593(W)   ADJUSTED
 KV5608  ______________________________________________________________________
 KV5608  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 KV5608  LAPLACE CORR    -          3.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5608.GEOID18 height accuracy estimate available here.
 KV5608
 KV5608.Click photographs - Photos may exist for this station.
 KV5608
 KV5608.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5608
 KV5608. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1230536818(NAD 83)
 KV5608
 KV5608                          SUPERSEDED SURVEY CONTROL
 KV5608
 KV5608  NAD 83(1986)-  40 04 53.57737(N)    074 51 20.38728(W) AD(       ) 3
 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
 KV5608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5608.See file dsdata.pdf to determine how the superseded data were derived.
 KV5608
 KV5608_MARKER: 52 = STANDPIPE TANK
 KV5608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5608+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2007
 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  HISTORY     - 20071123 GOOD             UE
 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.
 KV5608
 KV5608                          STATION RECOVERY (2007)
 KV5608
 KV5608'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5663 ***********************************************************************
 KV5663  DESIGNATION -  BURLINGTON NATIONAL GYPSUM TK
 KV5663  PID         -  KV5663
 KV5663  STATE/COUNTY-  NJ/BURLINGTON
 KV5663  COUNTRY     -  US
 KV5663  USGS QUAD   -  BRISTOL (2019)
 KV5663
 KV5663                         *CURRENT SURVEY CONTROL
 KV5663  ______________________________________________________________________
 KV5663* NAD 83(1996) POSITION- 40 06 34.23028(N) 074 49 41.80823(W)   ADJUSTED
 KV5663  ______________________________________________________________________
 KV5663  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 KV5663  LAPLACE CORR    -          3.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5663.GEOID18 height accuracy estimate available here.
 KV5663
 KV5663.Click photographs - Photos may exist for this station.
 KV5663
 KV5663.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5663
 KV5663. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1463439925(NAD 83)
 KV5663
 KV5663                          SUPERSEDED SURVEY CONTROL
 KV5663
 KV5663  NAD 83(1986)-  40 06 34.22917(N)    074 49 41.80834(W) AD(       ) 3
 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
 KV5663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5663.See file dsdata.pdf to determine how the superseded data were derived.
 KV5663
 KV5663_MARKER: 53 = ELEVATED TANK
 KV5663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5663+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2008
 KV5663
 KV5663  HISTORY     - Date     Condition        Report By
 KV5663  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV5663  HISTORY     - 1976     GOOD             NGS
 KV5663  HISTORY     - 19940812 GOOD             USPSQD
 KV5663  HISTORY     - 20080718 GOOD             UE
 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.
 KV5663
 KV5663                          STATION RECOVERY (2008)
 KV5663
 KV5663'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV5663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5620 ***********************************************************************
 KV5620  DESIGNATION -  BURLINGTON ST MARYS CH SPIRE
 KV5620  PID         -  KV5620
 KV5620  STATE/COUNTY-  NJ/BURLINGTON
 KV5620  COUNTRY     -  US
 KV5620  USGS QUAD   -  BRISTOL (2019)
 KV5620
 KV5620                         *CURRENT SURVEY CONTROL
 KV5620  ______________________________________________________________________
 KV5620* NAD 83(1996) POSITION- 40 04 37.67113(N) 074 51 42.35332(W)   ADJUSTED
 KV5620  ______________________________________________________________________
 KV5620  GEOID HEIGHT    -        -32.867 (meters)                     GEOID18
 KV5620  LAPLACE CORR    -          3.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5620.GEOID18 height accuracy estimate available here.
 KV5620
 KV5620.Click photographs - Photos may exist for this station.
 KV5620
 KV5620.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5620
 KV5620. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1178636327(NAD 83)
 KV5620
 KV5620                          SUPERSEDED SURVEY CONTROL
 KV5620
 KV5620  NAD 83(1986)-  40 04 37.66926(N)    074 51 42.35651(W) AD(       ) 3
 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
 KV5620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5620.See file dsdata.pdf to determine how the superseded data were derived.
 KV5620
 KV5620_MARKER: 90 = CHURCH SPIRE
 KV5620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5620+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2007
 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  HISTORY     - 20071123 GOOD             UE
 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.
 KV5620
 KV5620                          STATION RECOVERY (2007)
 KV5620
 KV5620'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5610 ***********************************************************************
 KV5610  DESIGNATION -  BURLINGTON ST PAULS CH SPIRE
 KV5610  PID         -  KV5610
 KV5610  STATE/COUNTY-  NJ/BURLINGTON
 KV5610  COUNTRY     -  US
 KV5610  USGS QUAD   -  BRISTOL (2019)
 KV5610
 KV5610                         *CURRENT SURVEY CONTROL
 KV5610  ______________________________________________________________________
 KV5610* NAD 83(1996) POSITION- 40 04 46.92806(N) 074 51 14.04337(W)   ADJUSTED
 KV5610* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5610  ______________________________________________________________________
 KV5610  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 KV5610  LAPLACE CORR    -          3.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5610.GEOID18 height accuracy estimate available here.
 KV5610
 KV5610.Click photographs - Photos may exist for this station.
 KV5610
 KV5610.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5610
 KV5610. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000474  x   0.99991121  =   0.99991594
 KV5610!SPC PA S     -   1.00000474  x   0.99998034  =   0.99998508
 KV5610!UTM  18      -   1.00000474  x   0.99960191  =   0.99960664
 KV5610
 KV5610:                Primary Azimuth Mark                     Grid Az
 KV5610:SPC NJ       -  BURLINGTON BRISTOL BR TWR N LT           279 59 39.2
 KV5610:SPC PA S     -  BURLINGTON BRISTOL BR TWR N LT           277 53 14.6
 KV5610:UTM  18      -  BURLINGTON BRISTOL BR TWR N LT           279 40 20.3
 KV5610
 KV5610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1245636613(NAD 83)
 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                             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
 KV5610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5610.See file dsdata.pdf to determine how the superseded data were derived.
 KV5610
 KV5610_MARKER: 90 = CHURCH SPIRE
 KV5610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5610+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2007
 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  HISTORY     - 20071123 GOOD             UE
 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.
 KV5610
 KV5610                          STATION RECOVERY (2007)
 KV5610
 KV5610'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5636 ***********************************************************************
 KV5636  DESIGNATION -  BURLINGTON US PIPE TANK
 KV5636  PID         -  KV5636
 KV5636  STATE/COUNTY-  NJ/BURLINGTON
 KV5636  COUNTRY     -  US
 KV5636  USGS QUAD   -  BRISTOL (2019)
 KV5636
 KV5636                         *CURRENT SURVEY CONTROL
 KV5636  ______________________________________________________________________
 KV5636* NAD 83(1996) POSITION- 40 05 15.13665(N) 074 50 20.67855(W)   ADJUSTED
 KV5636  ______________________________________________________________________
 KV5636  GEOID HEIGHT    -        -32.860 (meters)                     GEOID18
 KV5636  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5636.GEOID18 height accuracy estimate available here.
 KV5636
 KV5636.Click photographs - Photos may exist for this station.
 KV5636
 KV5636.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5636
 KV5636. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1371837485(NAD 83)
 KV5636
 KV5636                          SUPERSEDED SURVEY CONTROL
 KV5636
 KV5636  NAD 83(1986)-  40 05 15.13627(N)    074 50 20.67842(W) AD(       ) 3
 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
 KV5636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5636.See file dsdata.pdf to determine how the superseded data were derived.
 KV5636
 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 = JULY 24, 2026 22:12:30 EDT
 KU4050 ***********************************************************************
 KU4050  DESIGNATION -  BURNETT
 KU4050  PID         -  KU4050
 KU4050  STATE/COUNTY-  NJ/BERGEN
 KU4050  COUNTRY     -  US
 KU4050  USGS QUAD   -  YONKERS (2019)
 KU4050
 KU4050                         *CURRENT SURVEY CONTROL
 KU4050  ______________________________________________________________________
 KU4050* NAD 83(1996) POSITION- 40 58 35.82997(N) 073 54 32.89649(W)   ADJUSTED
 KU4050* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 KU4050  ______________________________________________________________________
 KU4050  GEOID HEIGHT    -        -31.330 (meters)                     GEOID18
 KU4050  LAPLACE CORR    -          6.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4050.GEOID18 height accuracy estimate available here.
 KU4050
 KU4050.Click photographs - Photos may exist for this station.
 KU4050
 KU4050.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4050
 KU4050. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968480
 KU4050
 KU4050:                Primary Azimuth Mark                     Grid Az
 KU4050:SPC NJ       -  UNION                                    071 44 22.1
 KU4050:SPC NY E     -  UNION                                    071 44 22.1
 KU4050:SPC NY L     -  UNION                                    072 04 03.0
 KU4050:UTM  18      -  UNION                                    071 24 41.6
 KU4050
 KU4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9177636734(NAD 83)
 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
 KU4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4050.See file dsdata.pdf to determine how the superseded data were derived.
 KU4050
 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 = JULY 24, 2026 22:12:30 EDT
 JU4364 ***********************************************************************
 JU4364  DESIGNATION -  BURNETT
 JU4364  PID         -  JU4364
 JU4364  STATE/COUNTY-  NJ/ATLANTIC
 JU4364  COUNTRY     -  US
 JU4364  USGS QUAD   -  DOROTHY (2019)
 JU4364
 JU4364                         *CURRENT SURVEY CONTROL
 JU4364  ______________________________________________________________________
 JU4364* NAD 83(2011) POSITION- 39 25 54.25483(N) 074 47 59.44984(W)   ADJUSTED
 JU4364* NAD 83(2011) ELLIP HT-    -9.506 (meters)        (06/27/12)   ADJUSTED
 JU4364* NAD 83(2011) EPOCH   -  2010.00
 JU4364* NAVD 88 ORTHO HEIGHT -    24.4   (meters)       80.    (feet) GPS OBS
 JU4364  ______________________________________________________________________
 JU4364  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4364  GEOID HEIGHT    -        -34.250 (meters)                     GEOID93
 JU4364  GEOID HEIGHT    -        -33.938 (meters)                     GEOID18
 JU4364  NAD 83(2011) X  -  1,293,396.053 (meters)                     COMP
 JU4364  NAD 83(2011) Y  - -4,760,438.146 (meters)                     COMP
 JU4364  NAD 83(2011) Z  -  4,029,446.617 (meters)                     COMP
 JU4364  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 JU4364
 JU4364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4364  Standards:
 JU4364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4364  -------------------------------------------------------------------
 JU4364  NETWORK    0.51   0.92           0.23   0.18   0.47      0.00703736
 JU4364  -------------------------------------------------------------------
 JU4364  Click here for local accuracies and other accuracy information.
 JU4364
 JU4364.The horizontal coordinates were established by GPS observations
 JU4364.and adjusted by the National Geodetic Survey in June 2012.
 JU4364
 JU4364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4364.been affixed to the stable North American tectonic plate. See 
 JU4364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4364
 JU4364.The horizontal coordinates are valid at the epoch date displayed above
 JU4364.which is a decimal equivalence of Year/Month/Day.
 JU4364
 JU4364.The orthometric height was determined by GPS observations and a
 JU4364.high-resolution geoid model.
 JU4364
 JU4364.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4364.GEOID18 height accuracy estimate available here.
 JU4364
 JU4364.Click photographs - Photos may exist for this station.
 JU4364
 JU4364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4364
 JU4364.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4364
 JU4364.The ellipsoidal height was determined by GPS observations
 JU4364.and is referenced to NAD 83.
 JU4364
 JU4364. The following values were computed from the NAD 83(2011) position.
 JU4364
 JU4364;                    North         East     Units Scale Factor Converg.
 JU4364;SPC NJ       -    66,469.895   124,186.468   MT  0.99990820   -0 11 25.6
 JU4364;SPC NJ       -   218,076.65    407,435.10   sFT  0.99990820   -0 11 25.6
 JU4364;UTM  18      - 4,364,707.842   517,225.771   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1722564707(NAD 83)
 JU4364
 JU4364                          SUPERSEDED SURVEY CONTROL
 JU4364
 JU4364  NAD 83(2007)-  39 25 54.25518(N)    074 47 59.45055(W) AD(2002.00) 0
 JU4364  ELLIP H (02/10/07)   -9.498  (m)                       GP(2002.00)    
 JU4364  ELLIP H (10/23/02)   -9.486  (m)                       GP(       ) 4 1
 JU4364  NAD 83(1996)-  39 25 54.25518(N)    074 47 59.45064(W) AD(       ) 1
 JU4364  ELLIP H (05/14/99)   -9.472  (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
 JU4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4364.See file dsdata.pdf to determine how the superseded data were derived.
 JU4364
 JU4364_MARKER: DD = SURVEY DISK
 JU4364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - April 26, 2013
 JU4364
 JU4364  HISTORY     - Date     Condition        Report By
 JU4364  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4364  HISTORY     - 20130426 GOOD             INDIV
 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.
 JU4364
 JU4364                          STATION RECOVERY (2013)
 JU4364
 JU4364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 JU4364'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. THE REFERENCED
 JU4364'POLE HAS BEEN REPLACED BY POLE SJ 303 H WHICH IS LOCATED 48.2 FT WEST
 JU4364'OF THE STATION. THE STATION IS NOW 3.5 FT NORTH OF THE NORTH EDGE OF
 JU4364'PAVEMENT ON SIXTEENTH AVENUE AND THE NAIL IN THE INTERSECTION IS NO
 JU4364'LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3978 ***********************************************************************
 KV3978  DESIGNATION -  BUSH
 KV3978  PID         -  KV3978
 KV3978  STATE/COUNTY-  NJ/BERGEN
 KV3978  COUNTRY     -  US
 KV3978  USGS QUAD   -  WEEHAWKEN (2016)
 KV3978
 KV3978                         *CURRENT SURVEY CONTROL
 KV3978  ______________________________________________________________________
 KV3978* NAD 83(1996) POSITION- 40 50 05.70875(N) 074 07 18.63413(W)   ADJUSTED
 KV3978* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV3978  ______________________________________________________________________
 KV3978  GEOID HEIGHT    -        -32.146 (meters)                     GEOID18
 KV3978  LAPLACE CORR    -          6.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3978.GEOID18 height accuracy estimate available here.
 KV3978
 KV3978.Click photographs - Photos may exist for this station.
 KV3978
 KV3978.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3978
 KV3978. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967209
 KV3978
 KV3978:                Primary Azimuth Mark                     Grid Az
 KV3978:SPC NJ       -  COAL                                     165 25 34.1
 KV3978:SPC NY L     -  COAL                                     165 45 11.2
 KV3978:UTM  18      -  COAL                                     165 05 57.0
 KV3978
 KV3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7403820802(NAD 83)
 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  USSD        -  40 50 05.71900(N)    074 07 20.01800(W) AD(       ) 3
 KV3978
 KV3978.Superseded values are not recommended for survey control.
 KV3978
 KV3978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3978.See file dsdata.pdf to determine how the superseded data were derived.
 KV3978
 KV3978_MARKER: DS = TRIANGULATION STATION DISK
 KV3978_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3978_MARK LOGO: CGS
 KV3978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU2513 ***********************************************************************
 JU2513  DESIGNATION -  BUSH
 JU2513  PID         -  JU2513
 JU2513  STATE/COUNTY-  NJ/SALEM
 JU2513  COUNTRY     -  US
 JU2513  USGS QUAD   -  PENNS GROVE (2019)
 JU2513
 JU2513                         *CURRENT SURVEY CONTROL
 JU2513  ______________________________________________________________________
 JU2513* NAD 83(1996) POSITION- 39 42 38.85709(N) 075 29 30.44957(W)   ADJUSTED
 JU2513* NAVD 88 ORTHO HEIGHT -     2.3   (meters)        8.    (feet) VERTCON3
 JU2513  ______________________________________________________________________
 JU2513  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 JU2513  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2513.GEOID18 height accuracy estimate available here.
 JU2513
 JU2513.Click photographs - Photos may exist for this station.
 JU2513
 JU2513.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2513
 JU2513. The following values were computed from the NAD 83(1996) position.
 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;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  =   0.99999384
 JU2513!UTM  18      -   1.00000484  x   0.99962188  =   0.99962671
 JU2513
 JU2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5784495774(NAD 83)
 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
 JU2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2513.See file dsdata.pdf to determine how the superseded data were derived.
 JU2513
 JU2513_MARKER: DD = SURVEY DISK
 JU2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2513_STAMPING: BUSH 1982
 JU2513_MARK LOGO: NOS
 JU2513_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV4324 ***********************************************************************
 KV4324  DESIGNATION -  BUTTERWORTH JUDSON CHEM CHIM
 KV4324  PID         -  KV4324
 KV4324  STATE/COUNTY-  NJ/ESSEX
 KV4324  COUNTRY     -  US
 KV4324  USGS QUAD   -  JERSEY CITY (2019)
 KV4324
 KV4324                         *CURRENT SURVEY CONTROL
 KV4324  ______________________________________________________________________
 KV4324* NAD 83(1996) POSITION- 40 43 19.66173(N) 074 07 23.69864(W)   ADJUSTED
 KV4324  ______________________________________________________________________
 KV4324  GEOID HEIGHT    -        -32.180 (meters)                     GEOID18
 KV4324  LAPLACE CORR    -          6.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4324.GEOID18 height accuracy estimate available here.
 KV4324
 KV4324.Click photographs - Photos may exist for this station.
 KV4324
 KV4324.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4324
 KV4324. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7404508281(NAD 83)
 KV4324
 KV4324                          SUPERSEDED SURVEY CONTROL
 KV4324
 KV4324  NAD 83(1996)-  40 43 19.66162(N)    074 07 23.69879(W) AD(       ) 3
 KV4324  NAD 83(1996)-  40 43 19.66003(N)    074 07 23.70132(W) AD(       ) 3
 KV4324  NAD 83(1992)-  40 43 19.65962(N)    074 07 23.70199(W) AD(       ) 3
 KV4324  NAD 83(1986)-  40 43 19.65970(N)    074 07 23.70350(W) AD(       ) 3
 KV4324  NAD 27      -  40 43 19.29100(N)    074 07 25.19500(W) AD(       ) 3
 KV4324  USSD        -  40 43 19.67300(N)    074 07 25.09200(W) AD(       ) 3
 KV4324
 KV4324.Superseded values are not recommended for survey control.
 KV4324
 KV4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4324.See file dsdata.pdf to determine how the superseded data were derived.
 KV4324
 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 = JULY 24, 2026 22:12:30 EDT
 DK6463 ***********************************************************************
 DK6463  DESIGNATION -  BUZZ
 DK6463  PID         -  DK6463
 DK6463  STATE/COUNTY-  NJ/MIDDLESEX
 DK6463  COUNTRY     -  US
 DK6463  USGS QUAD   -  HIGHTSTOWN (2019)
 DK6463
 DK6463                         *CURRENT SURVEY CONTROL
 DK6463  ______________________________________________________________________
 DK6463* NAD 83(1986) POSITION- 40 21 07.43   (N) 074 36 47.98   (W)   HD_HELD1
 DK6463* NAVD 88 ORTHO HEIGHT -    34.369 (meters)      112.76  (feet) ADJUSTED
 DK6463  ______________________________________________________________________
 DK6463  GEOID HEIGHT    -        -33.179 (meters)                     GEOID18
 DK6463  DYNAMIC HEIGHT  -         34.353 (meters)      112.71  (feet) COMP
 DK6463  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 DK6463
 DK6463  VERT ORDER      -  FIRST     CLASS II
 DK6463
 DK6463.The horizontal coordinates were determined by differentially corrected
 DK6463.hand held GPS observations or other comparable positioning techniques
 DK6463.and have an estimated accuracy of +/- 3 meters.
 DK6463
 DK6463.The orthometric height was determined by differential leveling and
 DK6463.adjusted by the NATIONAL GEODETIC SURVEY
 DK6463.in February 2010.
 DK6463
 DK6463.No vertical observational check was made to the station.
 DK6463
 DK6463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6463.GEOID18 height accuracy estimate available here.
 DK6463
 DK6463.Click photographs - Photos may exist for this station.
 DK6463
 DK6463.The dynamic height is computed by dividing the NAVD 88
 DK6463.geopotential number by the normal gravity value computed on the
 DK6463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6463.degrees latitude (g = 980.6199 gals.).
 DK6463
 DK6463.The modeled gravity was interpolated from observed gravity values.
 DK6463
 DK6463;                    North         East    Units  Estimated Accuracy
 DK6463;SPC NJ       -   168,609.1     140,373.3     MT  (+/- 3 meters HH1 GPS) 
 DK6463
 DK6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3283666905(NAD 83)
 DK6463
 DK6463                          SUPERSEDED SURVEY CONTROL
 DK6463
 DK6463.No superseded survey control is available for this station.
 DK6463
 DK6463_MARKER: DD = SURVEY DISK
 DK6463_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6463_SP_SET: JUNCTION BOX BASE
 DK6463_STAMPING: BUZZ 2004
 DK6463_MARK LOGO: NJGS
 DK6463_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6463+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 DK6463
 DK6463  HISTORY     - Date     Condition        Report By
 DK6463  HISTORY     - 20040606 MONUMENTED       NJGS
 DK6463  HISTORY     - 20060613 GOOD             NJGS
 DK6463  HISTORY     - 20100326 GOOD             NJGS
 DK6463
 DK6463                          STATION DESCRIPTION
 DK6463
 DK6463'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6463'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, SET IN A DRILL HOLE IN
 DK6463'THE FOUNDATION OF A RECTANGULAR CONCRETE ELECTRIC JUNCTION BOX FOR AN
 DK6463'ALUMINUM LIGHT POLE NUMBER ER222, SOUTHWEST OF THE NEW JERSEY STATE
 DK6463'POLICE COMMUNITY OUTREACH CENTER ON THE WEST SIDE OF THE SOUTHBOUND
 DK6463'LANES OF U.S. ROUTE 1.
 DK6463'
 DK6463'THE STATION IS ABOUT 0.7 MI (1.13 KM) NORTHEAST OF THE SCUDDERS MILL
 DK6463'ROAD BRIDGE OVER ROUTE 1 AND ABOUT 0.4 MI (0.64 KM) SOUTHWEST OF THE
 DK6463'COLLEGE ROAD BRIDGE OVER ROUTE 1.
 DK6463'
 DK6463'THE STATION IS 31.6 M (103.7 FT) SOUTH OF POLE NUMBER B61542PO, 15.6 M
 DK6463'(51.2 FT) EAST OF POLE NUMBER B61541PO WHICH IS NEAR TO THE COLLEGE
 DK6463'ROAD ENTRANCE RAMP ONTO ROUTE 1, 66.0 M (216.5 FT) SOUTHWEST OF THE
 DK6463'CENTERLINE OF THE SOUTH DRIVEWAY OF THE POLICE COMPLEX, AND 1.5 M (4.9
 DK6463'FT) NORTHEAST OF THE NORTHEAST CURB OF ROUTE 1.
 DK6463
 DK6463                          STATION RECOVERY (2010)
 DK6463
 DK6463'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DK6463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0716 ***********************************************************************
 KV0716  DESIGNATION -  C
 KV0716  PID         -  KV0716
 KV0716  STATE/COUNTY-  NJ/MONMOUTH
 KV0716  COUNTRY     -  US
 KV0716  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0716
 KV0716                         *CURRENT SURVEY CONTROL
 KV0716  ______________________________________________________________________
 KV0716* NAD 83(1986) POSITION- 40 27 42.     (N) 074 00 06.     (W)   SCALED
 KV0716* NAVD 88 ORTHO HEIGHT -     5.510 (meters)       18.08  (feet) ADJUSTED
 KV0716  ______________________________________________________________________
 KV0716  GEOID HEIGHT    -        -32.459 (meters)                     GEOID18
 KV0716  DYNAMIC HEIGHT  -          5.508 (meters)       18.07  (feet) COMP
 KV0716  MODELED GRAVITY -    980,202.3   (mgal)                       NAVD 88
 KV0716
 KV0716  VERT ORDER      -  FIRST     CLASS II
 KV0716
 KV0716.The horizontal coordinates were scaled from a map and have
 KV0716.an estimated accuracy of +/- 6 seconds.
 KV0716
 KV0716.The orthometric height was determined by differential leveling and
 KV0716.adjusted by the NATIONAL GEODETIC SURVEY
 KV0716.in June 1991.
 KV0716
 KV0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0716.GEOID18 height accuracy estimate available here.
 KV0716
 KV0716.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK846794(NAD 83)
 KV0716
 KV0716                          SUPERSEDED SURVEY CONTROL
 KV0716
 KV0716  NGVD 29 (04/16/92)    5.829  (m)           19.12   (f) ADJUSTED    1 2
 KV0716  NGVD 29 (??/??/87)    5.868  (m)           19.25   (f) SUPERSEDED  1 2
 KV0716
 KV0716.Superseded values are not recommended for survey control.
 KV0716
 KV0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0716.See file dsdata.pdf to determine how the superseded data were derived.
 KV0716
 KV0716_MARKER: B = BOLT
 KV0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0716_SP_SET: LIGHTHOUSE
 KV0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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       COASUR
 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  HISTORY     - 20101017 MARK NOT FOUND   INDIV
 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.
 KV0716
 KV0716                          STATION RECOVERY (2010)
 KV0716
 KV0716'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 KV0716'MARK NOT FOUND. COPPER BOLT MAY HAVE BEEN COVERED OVER BY NEW STUCCO
 KV0716'SINCE 2002 RECOVERY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4932 ***********************************************************************
 KV4932  DESIGNATION -  C 1 TOWER CENTER 1940
 KV4932  PID         -  KV4932
 KV4932  STATE/COUNTY-  NJ/MONMOUTH
 KV4932  COUNTRY     -  US
 KV4932  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4932
 KV4932                         *CURRENT SURVEY CONTROL
 KV4932  ______________________________________________________________________
 KV4932* NAD 83(1996) POSITION- 40 27 57.96985(N) 074 00 08.19524(W)   ADJUSTED
 KV4932* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4932  ______________________________________________________________________
 KV4932  GEOID HEIGHT    -        -32.451 (meters)                     GEOID18
 KV4932  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4932.GEOID18 height accuracy estimate available here.
 KV4932
 KV4932.Click photographs - Photos may exist for this station.
 KV4932
 KV4932.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4932
 KV4932. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8458479970(NAD 83)
 KV4932
 KV4932                          SUPERSEDED SURVEY CONTROL
 KV4932
 KV4932  NAD 83(1996)-  40 27 57.96979(N)    074 00 08.19519(W) AD(       ) 3
 KV4932  NAD 83(1986)-  40 27 57.96880(N)    074 00 08.19417(W) AD(       ) 3
 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
 KV4932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4932.See file dsdata.pdf to determine how the superseded data were derived.
 KV4932
 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 = JULY 24, 2026 22:12:30 EDT
 JU0657 ***********************************************************************
 JU0657  DESIGNATION -  C 10
 JU0657  PID         -  JU0657
 JU0657  STATE/COUNTY-  NJ/SALEM
 JU0657  COUNTRY     -  US
 JU0657  USGS QUAD   -  PENNS GROVE (2019)
 JU0657
 JU0657                         *CURRENT SURVEY CONTROL
 JU0657  ______________________________________________________________________
 JU0657* NAD 83(1986) POSITION- 39 43 59.     (N) 075 28 05.     (W)   SCALED
 JU0657* NAVD 88 ORTHO HEIGHT -     3.311 (meters)       10.86  (feet) POSTED
 JU0657  ______________________________________________________________________
 JU0657  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 JU0657  DYNAMIC HEIGHT  -          3.31  (meters)       10.9   (feet) COMP
 JU0657  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 JU0657
 JU0657  VERT ORDER      -  * POSTED, SEE BELOW
 JU0657
 JU0657.The horizontal coordinates were scaled from a 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
 JU0657.* This is a POSTED BENCH MARK height.
 JU0657
 JU0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0657.GEOID18 height accuracy estimate available here.
 JU0657
 JU0657.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ598982(NAD 83)
 JU0657
 JU0657                          SUPERSEDED SURVEY CONTROL
 JU0657
 JU0657  NGVD 29 (11/26/84)    3.659  (m)           12.00   (f) ADJUSTED    1 2
 JU0657
 JU0657.Superseded values are not recommended for survey control.
 JU0657
 JU0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0657.See file dsdata.pdf to determine how the superseded data were derived.
 JU0657
 JU0657_MARKER: DB = BENCH MARK DISK
 JU0657_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0657+WITH SETTING: PAVEMENT
 JU0657_SP_SET: SIGNAL TOWER FOUNDATION
 JU0657_STAMPING: 12.005 C 10 1930
 JU0657_MARK LOGO: CGS
 JU0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0657+STABILITY: SURFACE MOTION
 JU0657
 JU0657  HISTORY     - Date     Condition        Report By
 JU0657  HISTORY     - 1930     MONUMENTED       CGS
 JU0657  HISTORY     - 1973     GOOD             NGS
 JU0657  HISTORY     - 20070517 MARK NOT FOUND   UE
 JU0657  HISTORY     - 20080229 MARK NOT FOUND   NJGS
 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.
 JU0657
 JU0657                          STATION RECOVERY (2007)
 JU0657
 JU0657'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0657'THE BELL SIGNAL TOWER IS GONE. A GRASSED AND CRUSHED STONE AREA EXISTS
 JU0657'BETWEEN THE RAILROAD TRACK AND THE BUILDING TO THE WEST OF THE TRACKS.
 JU0657'
 JU0657
 JU0657                          STATION RECOVERY (2008)
 JU0657
 JU0657'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (EJO)
 JU0657'NO SIGN OF TOWER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2205 ***********************************************************************
 JU2205  DESIGNATION -  C 100
 JU2205  PID         -  JU2205
 JU2205  STATE/COUNTY-  NJ/SALEM
 JU2205  COUNTRY     -  US
 JU2205  USGS QUAD   -  PENNS GROVE (2019)
 JU2205
 JU2205                         *CURRENT SURVEY CONTROL
 JU2205  ______________________________________________________________________
 JU2205* NAD 83(1986) POSITION- 39 41 06.9    (N) 075 29 21.2    (W)   HD_HELD2
 JU2205* NAVD 88 ORTHO HEIGHT -     2.243 (meters)        7.36  (feet) ADJUSTED
 JU2205  ______________________________________________________________________
 JU2205  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 JU2205  DYNAMIC HEIGHT  -          2.242 (meters)        7.36  (feet) COMP
 JU2205  MODELED GRAVITY -    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 established by autonomous hand held GPS
 JU2205.observations and have an estimated accuracy of +/- 10 meters.
 JU2205
 JU2205.The orthometric height was determined by differential leveling and
 JU2205.adjusted by the NATIONAL GEODETIC SURVEY
 JU2205.in June 1991.
 JU2205
 JU2205.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2205.GEOID18 height accuracy estimate available here.
 JU2205
 JU2205.Click photographs - Photos may exist for this station.
 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
 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       -    95,038.       65,148.      MT  (+/- 10 meters HH2 GPS)
 JU2205
 JU2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5804892938(NAD 83)
 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
 JU2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2205.See file dsdata.pdf to determine how the superseded data were derived.
 JU2205
 JU2205_MARKER: F = FLANGE-ENCASED ROD
 JU2205_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2205_STAMPING: C 100 1978
 JU2205_MARK LOGO: NGS
 JU2205_PROJECTION: RECESSED 4 CENTIMETERS
 JU2205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2205+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2017
 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  HISTORY     - 20070517 GOOD             UE
 JU2205  HISTORY     - 20080304 GOOD             NJGS
 JU2205  HISTORY     - 20170113 GOOD             PBCONS
 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.
 JU2205
 JU2205                          STATION RECOVERY (2007)
 JU2205
 JU2205'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2205'RECOVERED IN GOOD CONDITION.
 JU2205
 JU2205                          STATION RECOVERY (2008)
 JU2205
 JU2205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 JU2205'RECOVERED AS DESCRIBED.
 JU2205
 JU2205                          STATION RECOVERY (2017)
 JU2205
 JU2205'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 JU2205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3409 ***********************************************************************
 KV3409  DESIGNATION -  C 101
 KV3409  PID         -  KV3409
 KV3409  STATE/COUNTY-  NJ/ESSEX
 KV3409  COUNTRY     -  US
 KV3409  USGS QUAD   -  ORANGE (2016)
 KV3409
 KV3409                         *CURRENT SURVEY CONTROL
 KV3409  ______________________________________________________________________
 KV3409* NAD 83(1986) POSITION- 40 45 30.4    (N) 074 10 09.9    (W)   HD_HELD2
 KV3409* NAVD 88 ORTHO HEIGHT -    17.003 (meters)       55.78  (feet) ADJUSTED
 KV3409  ______________________________________________________________________
 KV3409  GEOID HEIGHT    -        -32.305 (meters)                     GEOID18
 KV3409  DYNAMIC HEIGHT  -         16.996 (meters)       55.76  (feet) COMP
 KV3409  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 KV3409
 KV3409  VERT ORDER      -  FIRST     CLASS II
 KV3409
 KV3409.The horizontal coordinates were established by autonomous hand held GPS
 KV3409.observations and have an estimated accuracy of +/- 10 meters.
 KV3409
 KV3409.The orthometric height was determined by differential leveling and
 KV3409.adjusted by the NATIONAL GEODETIC SURVEY
 KV3409.in June 1991.
 KV3409
 KV3409.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3409.GEOID18 height accuracy estimate available here.
 KV3409
 KV3409.Click photographs - Photos may exist for this station.
 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       -   213,778.      177,912.      MT  (+/- 10 meters HH2 GPS)
 KV3409
 KV3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7010812274(NAD 83)
 KV3409
 KV3409                          SUPERSEDED SURVEY CONTROL
 KV3409
 KV3409  NGVD 29 (11/26/84)   17.331  (m)           56.86   (f) ADJUSTED    1 2
 KV3409
 KV3409.Superseded values are not recommended for survey control.
 KV3409
 KV3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3409.See file dsdata.pdf to determine how the superseded data were derived.
 KV3409
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3409+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 KV3409
 KV3409  HISTORY     - Date     Condition        Report By
 KV3409  HISTORY     - 1979     MONUMENTED       NGS
 KV3409  HISTORY     - 20071009 GOOD             GEOCAC
 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.
 KV3409
 KV3409                          STATION RECOVERY (2007)
 KV3409
 KV3409'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3439 ***********************************************************************
 KV3439  DESIGNATION -  C 102
 KV3439  PID         -  KV3439
 KV3439  STATE/COUNTY-  NJ/MORRIS
 KV3439  COUNTRY     -  US
 KV3439  USGS QUAD   -  POMPTON PLAINS (2016)
 KV3439
 KV3439                         *CURRENT SURVEY CONTROL
 KV3439  ______________________________________________________________________
 KV3439* NAD 83(1986) POSITION- 40 58 00.     (N) 074 17 05.     (W)   SCALED
 KV3439* NAVD 88 ORTHO HEIGHT -    54.622 (meters)      179.21  (feet) ADJUSTED
 KV3439  ______________________________________________________________________
 KV3439  GEOID HEIGHT    -        -32.353 (meters)                     GEOID18
 KV3439  DYNAMIC HEIGHT  -         54.600 (meters)      179.13  (feet) COMP
 KV3439  MODELED GRAVITY -    980,206.7   (mgal)                       NAVD 88
 KV3439
 KV3439  VERT ORDER      -  FIRST     CLASS II
 KV3439
 KV3439.The horizontal coordinates were scaled from a map and have
 KV3439.an estimated accuracy of +/- 6 seconds.
 KV3439
 KV3439.The orthometric height was determined by differential leveling and
 KV3439.adjusted by the NATIONAL GEODETIC SURVEY
 KV3439.in June 1991.
 KV3439
 KV3439.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3439.GEOID18 height accuracy estimate available here.
 KV3439
 KV3439.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL601353(NAD 83)
 KV3439
 KV3439                          SUPERSEDED SURVEY CONTROL
 KV3439
 KV3439  NGVD 29 (11/26/84)   54.932  (m)          180.22   (f) ADJUSTED    1 2
 KV3439
 KV3439.Superseded values are not recommended for survey control.
 KV3439
 KV3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3439.See file dsdata.pdf to determine how the superseded data were derived.
 KV3439
 KV3439_MARKER: DB = BENCH MARK DISK
 KV3439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - May 12, 2020
 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  HISTORY     - 20110630 GOOD             INDIV
 KV3439  HISTORY     - 20200512 MARK NOT FOUND   NJGS
 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.
 KV3439
 KV3439                          STATION RECOVERY (2011)
 KV3439
 KV3439'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JCW)
 KV3439'RECOVERED AS DESCRIBED
 KV3439
 KV3439                          STATION RECOVERY (2020)
 KV3439
 KV3439'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV3439'MONUMENT WAS NOT RECOVERED AT THIS TIME, TIES PLACE MARK INSIDE A
 KV3439'STEEL BOX UNDER ROUTE 23'S SHOULDER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2266 ***********************************************************************
 LY2266  DESIGNATION -  C 103
 LY2266  PID         -  LY2266
 LY2266  STATE/COUNTY-  NJ/BERGEN
 LY2266  COUNTRY     -  US
 LY2266  USGS QUAD   -  RAMSEY (2019)
 LY2266
 LY2266                         *CURRENT SURVEY CONTROL
 LY2266  ______________________________________________________________________
 LY2266* NAD 83(1986) POSITION- 41 06 09.     (N) 074 08 53.     (W)   SCALED
 LY2266* NAVD 88 ORTHO HEIGHT -    86.173 (meters)      282.72  (feet) ADJUSTED
 LY2266  ______________________________________________________________________
 LY2266  GEOID HEIGHT    -        -31.929 (meters)                     GEOID18
 LY2266  DYNAMIC HEIGHT  -         86.138 (meters)      282.60  (feet) COMP
 LY2266  MODELED GRAVITY -    980,214.4   (mgal)                       NAVD 88
 LY2266
 LY2266  VERT ORDER      -  FIRST     CLASS II
 LY2266
 LY2266.The horizontal coordinates were scaled from a map and have
 LY2266.an estimated accuracy of +/- 6 seconds.
 LY2266
 LY2266.The orthometric height was determined by differential leveling and
 LY2266.adjusted by the NATIONAL GEODETIC SURVEY
 LY2266.in June 1991.
 LY2266
 LY2266.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2266.GEOID18 height accuracy estimate available here.
 LY2266
 LY2266.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL715504(NAD 83)
 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
 LY2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2266.See file dsdata.pdf to determine how the superseded data were derived.
 LY2266
 LY2266_MARKER: DV = VERTICAL CONTROL DISK
 LY2266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2266_STAMPING: C 103 1979
 LY2266_MARK LOGO: NGS
 LY2266_PROJECTION: FLUSH
 LY2266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2266+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2008
 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  HISTORY     - 20081119 GOOD             INDIV
 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.
 LY2266
 LY2266                          STATION RECOVERY (2008)
 LY2266
 LY2266'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TG)
 LY2266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0030 ***********************************************************************
 KV0030  DESIGNATION -  C 11
 KV0030  PID         -  KV0030
 KV0030  STATE/COUNTY-  NJ/MIDDLESEX
 KV0030  COUNTRY     -  US
 KV0030  USGS QUAD   -  PERTH AMBOY (2016)
 KV0030
 KV0030                         *CURRENT SURVEY CONTROL
 KV0030  ______________________________________________________________________
 KV0030* NAD 83(1986) POSITION- 40 34 18.9    (N) 074 17 33.8    (W)   HD_HELD2
 KV0030* NAVD 88 ORTHO HEIGHT -    25.596 (meters)       83.98  (feet) ADJUSTED
 KV0030  ______________________________________________________________________
 KV0030  GEOID HEIGHT    -        -32.597 (meters)                     GEOID18
 KV0030  DYNAMIC HEIGHT  -         25.586 (meters)       83.94  (feet) COMP
 KV0030  MODELED GRAVITY -    980,211.7   (mgal)                       NAVD 88
 KV0030
 KV0030  VERT ORDER      -  FIRST     CLASS I
 KV0030
 KV0030.The horizontal coordinates were established by autonomous hand held GPS
 KV0030.observations and have an estimated accuracy of +/- 10 meters.
 KV0030
 KV0030.The orthometric height was determined by differential leveling and
 KV0030.adjusted by the NATIONAL GEODETIC SURVEY
 KV0030.in June 1991.
 KV0030
 KV0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0030.GEOID18 height accuracy estimate available here.
 KV0030
 KV0030.Click photographs - Photos may exist for this station.
 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       -   193,034.      167,550.      MT  (+/- 10 meters HH2 GPS)
 KV0030
 KV0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5986691477(NAD 83)
 KV0030
 KV0030                          SUPERSEDED SURVEY CONTROL
 KV0030
 KV0030  NGVD 29 (04/16/92)   25.909  (m)           85.00   (f) ADJUSTED    1 1
 KV0030  NGVD 29 (??/??/87)   25.937  (m)           85.10   (f) SUPERSEDED  1 1
 KV0030
 KV0030.Superseded values are not recommended for survey control.
 KV0030
 KV0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0030.See file dsdata.pdf to determine how the superseded data were derived.
 KV0030
 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_MARK LOGO: CGS
 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  HISTORY     - 20070227 MARK NOT FOUND   UE
 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.
 KV0030
 KV0030                          STATION RECOVERY (2007)
 KV0030
 KV0030'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV0030'NEW BRIDGE AND ABUTMENT RECENTLY CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0128 ***********************************************************************
 KV0128  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0128  DESIGNATION -  C 12
 KV0128  PID         -  KV0128
 KV0128  STATE/COUNTY-  NJ/BERGEN
 KV0128  COUNTRY     -  US
 KV0128  USGS QUAD   -  WEEHAWKEN (2016)
 KV0128
 KV0128                         *CURRENT SURVEY CONTROL
 KV0128  ______________________________________________________________________
 KV0128* NAD 83(1986) POSITION- 40 49 41.60   (N) 074 06 03.02   (W)   HD_HELD1
 KV0128* NAVD 88 ORTHO HEIGHT -    14.248 (meters)       46.75  (feet) ADJUSTED
 KV0128  ______________________________________________________________________
 KV0128  GEOID HEIGHT    -        -32.083 (meters)                     GEOID18
 KV0128  DYNAMIC HEIGHT  -         14.242 (meters)       46.73  (feet) COMP
 KV0128  MODELED GRAVITY -    980,230.1   (mgal)                       NAVD 88
 KV0128
 KV0128  VERT ORDER      -  FIRST     CLASS II
 KV0128
 KV0128.The horizontal coordinates were determined by differentially corrected
 KV0128.hand held GPS observations or other comparable positioning techniques
 KV0128.and have an estimated accuracy of +/- 3 meters.
 KV0128
 KV0128.The orthometric height was determined by differential leveling and
 KV0128.adjusted by the NATIONAL GEODETIC SURVEY
 KV0128.in June 1991.
 KV0128
 KV0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0128.GEOID18 height accuracy estimate available here.
 KV0128
 KV0128.This Tidal Bench Mark is designated as VM 7432
 KV0128.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0128
 KV0128.Click photographs - Photos may exist for this station.
 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       -   221,549.8     183,667.2     MT  (+/- 3 meters HH1 GPS) 
 KV0128
 KV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7581720077(NAD 83)
 KV0128
 KV0128                          SUPERSEDED SURVEY CONTROL
 KV0128
 KV0128  NGVD 29 (11/26/84)   14.562  (m)           47.78   (f) ADJUSTED    1 2
 KV0128
 KV0128.Superseded values are not recommended for survey control.
 KV0128
 KV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0128.See file dsdata.pdf to determine how the superseded data were derived.
 KV0128
 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_MARK LOGO: CGS
 KV0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0128+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2024
 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  HISTORY     - 20071008 GOOD             GEOCAC
 KV0128  HISTORY     - 20131012 GOOD             GEOCAC
 KV0128  HISTORY     - 20240127 GOOD             INDIV
 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.
 KV0128
 KV0128                          STATION RECOVERY (2007)
 KV0128
 KV0128'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0128'RECOVERED IN GOOD CONDITION.
 KV0128
 KV0128                          STATION RECOVERY (2013)
 KV0128
 KV0128'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 KV0128'RECOVERED IN GOOD CONDITION.  THE ERIE-LACKAWANNA RAILROAD IS NOW NEW
 KV0128'JERSEY TRANSIT.
 KV0128
 KV0128                          STATION RECOVERY (2024)
 KV0128
 KV0128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (CG)
 KV0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0196 ***********************************************************************
 KV0196  DESIGNATION -  C 13
 KV0196  PID         -  KV0196
 KV0196  STATE/COUNTY-  NJ/MORRIS
 KV0196  COUNTRY     -  US
 KV0196  USGS QUAD   -  POMPTON PLAINS (2016)
 KV0196
 KV0196                         *CURRENT SURVEY CONTROL
 KV0196  ______________________________________________________________________
 KV0196* NAD 83(1986) POSITION- 40 59 52.     (N) 074 18 01.     (W)   SCALED
 KV0196* NAVD 88 ORTHO HEIGHT -    67.830 (meters)      222.54  (feet) ADJUSTED
 KV0196  ______________________________________________________________________
 KV0196  GEOID HEIGHT    -        -32.314 (meters)                     GEOID18
 KV0196  DYNAMIC HEIGHT  -         67.802 (meters)      222.45  (feet) COMP
 KV0196  MODELED GRAVITY -    980,212.3   (mgal)                       NAVD 88
 KV0196
 KV0196  VERT ORDER      -  FIRST     CLASS II
 KV0196
 KV0196.The horizontal coordinates were scaled from a map and have
 KV0196.an estimated accuracy of +/- 6 seconds.
 KV0196
 KV0196.The orthometric height was determined by differential leveling and
 KV0196.adjusted by the NATIONAL GEODETIC SURVEY
 KV0196.in June 1991.
 KV0196
 KV0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0196.GEOID18 height accuracy estimate available here.
 KV0196
 KV0196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL588387(NAD 83)
 KV0196
 KV0196                          SUPERSEDED SURVEY CONTROL
 KV0196
 KV0196  NGVD 29 (11/26/84)   68.140  (m)          223.56   (f) ADJUSTED    1 2
 KV0196
 KV0196.Superseded values are not recommended for survey control.
 KV0196
 KV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0196.See file dsdata.pdf to determine how the superseded data were derived.
 KV0196
 KV0196_MARKER: DB = BENCH MARK DISK
 KV0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0196_STAMPING: 223.346 C 13 1933
 KV0196_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0721 ***********************************************************************
 LY0721  DESIGNATION -  C 14
 LY0721  PID         -  LY0721
 LY0721  STATE/COUNTY-  NJ/SUSSEX
 LY0721  COUNTRY     -  US
 LY0721  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0721
 LY0721                         *CURRENT SURVEY CONTROL
 LY0721  ______________________________________________________________________
 LY0721* NAD 83(1986) POSITION- 41 16 36.     (N) 074 39 12.     (W)   SCALED
 LY0721* NAVD 88 ORTHO HEIGHT -   248.264 (meters)      814.51  (feet) ADJUSTED
 LY0721  ______________________________________________________________________
 LY0721  GEOID HEIGHT    -        -32.293 (meters)                     GEOID18
 LY0721  DYNAMIC HEIGHT  -        248.156 (meters)      814.16  (feet) COMP
 LY0721  MODELED GRAVITY -    980,185.5   (mgal)                       NAVD 88
 LY0721
 LY0721  VERT ORDER      -  FIRST     CLASS II
 LY0721
 LY0721.The horizontal coordinates were scaled from a map and have
 LY0721.an estimated accuracy of +/- 6 seconds.
 LY0721
 LY0721.The orthometric height was determined by differential leveling and
 LY0721.adjusted by the NATIONAL GEODETIC SURVEY
 LY0721.in June 1991.
 LY0721
 LY0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0721.GEOID18 height accuracy estimate available here.
 LY0721
 LY0721.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL290695(NAD 83)
 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
 LY0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0721.See file dsdata.pdf to determine how the superseded data were derived.
 LY0721
 LY0721_MARKER: DB = BENCH MARK DISK
 LY0721_SETTING: 80 = SET IN A BOULDER
 LY0721_STAMPING: 815.103 C 14 1933
 LY0721_MARK LOGO: CGS
 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             CGS
 LY0721  HISTORY     - 20030910 GOOD             AASCO
 LY0721
 LY0721                          STATION DESCRIPTION
 LY0721
 LY0721'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV1267 ***********************************************************************
 KV1267  DESIGNATION -  C 15
 KV1267  PID         -  KV1267
 KV1267  STATE/COUNTY-  NJ/SUSSEX
 KV1267  COUNTRY     -  US
 KV1267  USGS QUAD   -  STANHOPE (2016)
 KV1267
 KV1267                         *CURRENT SURVEY CONTROL
 KV1267  ______________________________________________________________________
 KV1267* NAD 83(1986) POSITION- 40 55 16.7    (N) 074 44 18.6    (W)   HD_HELD2
 KV1267* NAVD 88 ORTHO HEIGHT -   205.027 (meters)      672.66  (feet) ADJUSTED
 KV1267  ______________________________________________________________________
 KV1267  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 KV1267  DYNAMIC HEIGHT  -        204.935 (meters)      672.36  (feet) COMP
 KV1267  MODELED GRAVITY -    980,168.5   (mgal)                       NAVD 88
 KV1267
 KV1267  VERT ORDER      -  SECOND    CLASS 0
 KV1267
 KV1267.The horizontal coordinates were established by autonomous hand held GPS
 KV1267.observations and have an estimated accuracy of +/- 10 meters.
 KV1267
 KV1267.The orthometric height was determined by differential leveling and
 KV1267.adjusted by the NATIONAL GEODETIC SURVEY
 KV1267.in June 1991.
 KV1267
 KV1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1267.GEOID18 height accuracy estimate available here.
 KV1267
 KV1267.Click photographs - Photos may exist for this station.
 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       -   231,837.      129,912.      MT  (+/- 10 meters HH2 GPS)
 KV1267
 KV1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2201830054(NAD 83)
 KV1267
 KV1267                          SUPERSEDED SURVEY CONTROL
 KV1267
 KV1267  NGVD 29 (11/26/84)  205.242  (m)          673.36   (f) ADJUSTED    2 0
 KV1267
 KV1267.Superseded values are not recommended for survey control.
 KV1267
 KV1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1267.See file dsdata.pdf to determine how the superseded data were derived.
 KV1267
 KV1267_MARKER: DB = BENCH MARK DISK
 KV1267_SETTING: 66 = SET IN ROCK OUTCROP
 KV1267_STAMPING: 673.365 C 15 1933
 KV1267_MARK LOGO: CGS
 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 - August 08, 2011
 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  HISTORY     - 20110808 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.
 KV1267
 KV1267                          STATION RECOVERY (2011)
 KV1267
 KV1267'RECOVERY NOTE BY GEOCACHING 2011 (APC)
 KV1267'MARK IS APPROXIMATELY 115 FEET (PACED) NORTHWEST OF A BROWN CARSONITE
 KV1267'TRAIL MARKER ADJACENT TO A SECTION OF RAIL SET VERTICALLY IN THE
 KV1267'GROUND AT THE ENTRANCE TO THE PARKING AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1522 ***********************************************************************
 KV1522  DESIGNATION -  C 16
 KV1522  PID         -  KV1522
 KV1522  STATE/COUNTY-  NJ/WARREN
 KV1522  COUNTRY     -  US
 KV1522  USGS QUAD   -  EASTON (2019)
 KV1522
 KV1522                         *CURRENT SURVEY CONTROL
 KV1522  ______________________________________________________________________
 KV1522* NAD 83(1986) POSITION- 40 41 12.     (N) 075 11 26.     (W)   SCALED
 KV1522* NAVD 88 ORTHO HEIGHT -    69.599 (meters)      228.34  (feet) ADJUSTED
 KV1522  ______________________________________________________________________
 KV1522  GEOID HEIGHT    -        -34.065 (meters)                     GEOID18
 KV1522  DYNAMIC HEIGHT  -         69.566 (meters)      228.23  (feet) COMP
 KV1522  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 KV1522
 KV1522  VERT ORDER      -  FIRST     CLASS I
 KV1522
 KV1522.The horizontal coordinates were scaled from a map and have
 KV1522.an estimated accuracy of +/- 6 seconds.
 KV1522
 KV1522.The orthometric height was determined by differential leveling and
 KV1522.adjusted by the NATIONAL GEODETIC SURVEY
 KV1522.in June 1991.
 KV1522
 KV1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1522.GEOID18 height accuracy estimate available here.
 KV1522
 KV1522.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL838039(NAD 83)
 KV1522
 KV1522                          SUPERSEDED SURVEY CONTROL
 KV1522
 KV1522  NGVD 29 (01/10/92)   69.826  (m)          229.09   (f) ADJUSTED    1 1
 KV1522  NGVD 29 (??/??/87)   69.814  (m)          229.05   (f) SUPERSEDED  1 1
 KV1522
 KV1522.Superseded values are not recommended for survey control.
 KV1522
 KV1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1522.See file dsdata.pdf to determine how the superseded data were derived.
 KV1522
 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 NOT SUITABLE FOR
 KV1522+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2007
 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  HISTORY     - 20070520 GOOD             GEOCAC
 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.
 KV1522
 KV1522                          STATION RECOVERY (2007)
 KV1522
 KV1522'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV1522'RECOVERED USING 1989 DESCRIPTION.  HAND-HELD GS COORDINATES N 40 41
 KV1522'13.7 W 074 11 23.8.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1058 ***********************************************************************
 KV1058  DESIGNATION -  C 19
 KV1058  PID         -  KV1058
 KV1058  STATE/COUNTY-  NJ/HUNTERDON
 KV1058  COUNTRY     -  US
 KV1058  USGS QUAD   -  STOCKTON (2019)
 KV1058
 KV1058                         *CURRENT SURVEY CONTROL
 KV1058  ______________________________________________________________________
 KV1058* NAD 83(1986) POSITION- 40 25 42.     (N) 074 53 03.     (W)   SCALED
 KV1058* NAVD 88 ORTHO HEIGHT -    74.092 (meters)      243.08  (feet) ADJUSTED
 KV1058  ______________________________________________________________________
 KV1058  GEOID HEIGHT    -        -33.854 (meters)                     GEOID18
 KV1058  DYNAMIC HEIGHT  -         74.056 (meters)      242.97  (feet) COMP
 KV1058  MODELED GRAVITY -    980,144.3   (mgal)                       NAVD 88
 KV1058
 KV1058  VERT ORDER      -  SECOND    CLASS 0
 KV1058
 KV1058.The horizontal coordinates were scaled from a map and have
 KV1058.an estimated accuracy of +/- 6 seconds.
 KV1058
 KV1058.The orthometric height was determined by differential leveling and
 KV1058.adjusted by the NATIONAL GEODETIC SURVEY
 KV1058.in June 1991.
 KV1058
 KV1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1058.GEOID18 height accuracy estimate available here.
 KV1058
 KV1058.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK098753(NAD 83)
 KV1058
 KV1058                          SUPERSEDED SURVEY CONTROL
 KV1058
 KV1058  NGVD 29 (11/26/84)   74.330  (m)          243.86   (f) ADJUSTED    2 0
 KV1058
 KV1058.Superseded values are not recommended for survey control.
 KV1058
 KV1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1058.See file dsdata.pdf to determine how the superseded data were derived.
 KV1058
 KV1058_MARKER: DD = SURVEY DISK
 KV1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1058_STAMPING: C 19 1935
 KV1058_MARK LOGO: NJP+L
 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  HISTORY     - 20190830 MARK NOT FOUND   NJGS
 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 19 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KV1058
 KV1058                          STATION RECOVERY (2019)
 KV1058
 KV1058'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1058'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0943 ***********************************************************************
 KV0943  DESIGNATION -  C 2
 KV0943  PID         -  KV0943
 KV0943  STATE/COUNTY-  NJ/MIDDLESEX
 KV0943  COUNTRY     -  US
 KV0943  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0943
 KV0943                         *CURRENT SURVEY CONTROL
 KV0943  ______________________________________________________________________
 KV0943* NAD 83(1986) POSITION- 40 25 36.     (N) 074 20 42.     (W)   SCALED
 KV0943* NAVD 88 ORTHO HEIGHT -     3.112 (meters)       10.21  (feet) POSTED
 KV0943  ______________________________________________________________________
 KV0943  GEOID HEIGHT    -        -32.576 (meters)                     GEOID18
 KV0943  DYNAMIC HEIGHT  -          3.11  (meters)       10.2   (feet) COMP
 KV0943  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 KV0943
 KV0943  VERT ORDER      -  * POSTED, SEE BELOW
 KV0943
 KV0943.The horizontal coordinates were scaled from a 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
 KV0943.* This is a POSTED BENCH MARK height.
 KV0943
 KV0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0943.GEOID18 height accuracy estimate available here.
 KV0943
 KV0943.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK555753(NAD 83)
 KV0943
 KV0943                          SUPERSEDED SURVEY CONTROL
 KV0943
 KV0943  NGVD 29 (11/26/84)    3.490  (m)           11.45   (f) ADJUSTED    1 2
 KV0943
 KV0943.Superseded values are not recommended for survey control.
 KV0943
 KV0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0943.See file dsdata.pdf to determine how the superseded data were derived.
 KV0943
 KV0943_MARKER: DB = BENCH MARK DISK
 KV0943_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0943+WITH SETTING: PAVEMENT
 KV0943_SP_SET: WATER CRANE BASE
 KV0943_STAMPING: C 2 1924
 KV0943_MARK LOGO: CGS
 KV0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0943+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 LY0691 ***********************************************************************
 LY0691  DESIGNATION -  C 2
 LY0691  PID         -  LY0691
 LY0691  STATE/COUNTY-  NJ/SUSSEX
 LY0691  COUNTRY     -  US
 LY0691  USGS QUAD   -  FRANKLIN (2019)
 LY0691
 LY0691                         *CURRENT SURVEY CONTROL
 LY0691  ______________________________________________________________________
 LY0691* NAD 83(1986) POSITION- 41 06 59.3    (N) 074 35 28.9    (W)   HD_HELD2
 LY0691* NAVD 88 ORTHO HEIGHT -   169.987 (meters)      557.70  (feet) ADJUSTED
 LY0691  ______________________________________________________________________
 LY0691  GEOID HEIGHT    -        -32.497 (meters)                     GEOID18
 LY0691  DYNAMIC HEIGHT  -        169.913 (meters)      557.46  (feet) COMP
 LY0691  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 LY0691
 LY0691  VERT ORDER      -  FIRST     CLASS II
 LY0691
 LY0691.The horizontal coordinates were established by autonomous hand held GPS
 LY0691.observations and have an estimated accuracy of +/- 10 meters.
 LY0691
 LY0691.The orthometric height was determined by differential leveling and
 LY0691.adjusted by the NATIONAL GEODETIC SURVEY
 LY0691.in June 1991.
 LY0691
 LY0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0691.GEOID18 height accuracy estimate available here.
 LY0691
 LY0691.Click photographs - Photos may exist for this station.
 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       -   253,485.      142,328.      MT  (+/- 10 meters HH2 GPS)
 LY0691
 LY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3430651767(NAD 83)
 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
 LY0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0691.See file dsdata.pdf to determine how the superseded data were derived.
 LY0691
 LY0691_MARKER: R = RIVET
 LY0691_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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             CGS
 LY0691  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 LY0691
 LY0691                          STATION DESCRIPTION
 LY0691
 LY0691'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV4303 ***********************************************************************
 KV4303  DESIGNATION -  C 2
 KV4303  PID         -  KV4303
 KV4303  STATE/COUNTY-  NJ/HUDSON
 KV4303  COUNTRY     -  US
 KV4303  USGS QUAD   -  JERSEY CITY (2019)
 KV4303
 KV4303                         *CURRENT SURVEY CONTROL
 KV4303  ______________________________________________________________________
 KV4303* NAD 83(1996) POSITION- 40 42 43.15785(N) 074 06 27.31381(W)   ADJUSTED
 KV4303* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4303  ______________________________________________________________________
 KV4303  GEOID HEIGHT    -        -32.135 (meters)                     GEOID18
 KV4303  LAPLACE CORR    -          6.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4303.GEOID18 height accuracy estimate available here.
 KV4303
 KV4303.Click photographs - Photos may exist for this station.
 KV4303
 KV4303.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4303
 KV4303. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000494  x   0.99991353  =   0.99991847
 KV4303!SPC NY L     -   1.00000494  x   0.99999779  =   1.00000273
 KV4303!UTM  18      -   1.00000494  x   0.99966994  =   0.99967488
 KV4303
 KV4303:                Primary Azimuth Mark                     Grid Az
 KV4303:SPC NJ       -  LEHIGH                                   226 26 53.0
 KV4303:SPC NY L     -  LEHIGH                                   226 46 27.7
 KV4303:UTM  18      -  LEHIGH                                   226 07 18.8
 KV4303
 KV4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7537907168(NAD 83)
 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  USSD        -  40 42 43.16700(N)    074 06 28.70100(W) AD(       ) 3
 KV4303
 KV4303.Superseded values are not recommended for survey control.
 KV4303
 KV4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4303.See file dsdata.pdf to determine how the superseded data were derived.
 KV4303
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV0944  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0944
 KV0944                         *CURRENT SURVEY CONTROL
 KV0944  ______________________________________________________________________
 KV0944* NAD 83(2011) POSITION- 40 25 35.43346(N) 074 20 41.87808(W)   ADJUSTED
 KV0944* NAD 83(2011) ELLIP HT-   -29.528 (meters)        (06/27/12)   ADJUSTED
 KV0944* NAD 83(2011) EPOCH   -  2010.00
 KV0944* NAVD 88 ORTHO HEIGHT -     3.041 (meters)        9.98  (feet) ADJUSTED
 KV0944  ______________________________________________________________________
 KV0944  GEOID HEIGHT    -        -32.576 (meters)                     GEOID18
 KV0944  NAD 83(2011) X  -  1,312,014.884 (meters)                     COMP
 KV0944  NAD 83(2011) Y  - -4,681,742.901 (meters)                     COMP
 KV0944  NAD 83(2011) Z  -  4,114,131.923 (meters)                     COMP
 KV0944  LAPLACE CORR    -          4.73  (seconds)                    DEFLEC18
 KV0944  DYNAMIC HEIGHT  -          3.040 (meters)        9.97  (feet) COMP
 KV0944  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 KV0944
 KV0944  VERT ORDER      -  FIRST     CLASS II
 KV0944
 KV0944  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0944  Standards:
 KV0944         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0944            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0944  -------------------------------------------------------------------
 KV0944  NETWORK    0.38   1.10           0.17   0.14   0.56      0.01245991
 KV0944  -------------------------------------------------------------------
 KV0944  Click here for local accuracies and other accuracy information.
 KV0944
 KV0944.The horizontal coordinates were established by GPS observations
 KV0944.and adjusted by the National Geodetic Survey in June 2012.
 KV0944
 KV0944.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0944.been affixed to the stable North American tectonic plate. See 
 KV0944.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0944
 KV0944.The horizontal coordinates are valid at the epoch date displayed above
 KV0944.which is a decimal equivalence of Year/Month/Day.
 KV0944
 KV0944.The orthometric height was determined by differential leveling and
 KV0944.adjusted by the NATIONAL GEODETIC SURVEY
 KV0944.in June 1991.
 KV0944
 KV0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0944.GEOID18 height accuracy estimate available here.
 KV0944
 KV0944.Click photographs - Photos may exist for this station.
 KV0944
 KV0944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0944
 KV0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0944
 KV0944.The ellipsoidal height was determined by GPS observations
 KV0944.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0944
 KV0944;                    North         East     Units Scale Factor Converg.
 KV0944;SPC NJ       -   176,880.266   163,154.891   MT  0.99990213   +0 06 01.9
 KV0944;SPC NJ       -   580,314.67    535,284.00   sFT  0.99990213   +0 06 01.9
 KV0944;SPC NY L     -    28,911.871   270,725.536   MT  1.00002206   -0 13 32.3
 KV0944;SPC NY L     -    94,855.03    888,205.36   sFT  1.00002206   -0 13 32.3
 KV0944;UTM  18      - 4,475,303.299   555,564.262   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5556475303(NAD 83)
 KV0944
 KV0944                          SUPERSEDED SURVEY CONTROL
 KV0944
 KV0944  NAD 83(2007)-  40 25 35.43367(N)    074 20 41.87890(W) AD(2002.00) 0
 KV0944  ELLIP H (02/10/07)  -29.524  (m)                       GP(2002.00)    
 KV0944  ELLIP H (09/23/02)  -29.530  (m)                       GP(       ) 4 1
 KV0944  NAD 83(1996)-  40 25 35.43395(N)    074 20 41.87912(W) AD(       ) B
 KV0944  ELLIP H (07/24/97)  -29.526  (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)  -29.592  (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)  -29.386  (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               3.04   (m)           10.0    (f) LEVELING    3  
 KV0944  NGVD 29 (??/??/??)    3.41   (m)           11.2    (f) RESET       3  
 KV0944  NGVD 29 (01/10/92)    3.371  (m)           11.06   (f) ADJUSTED    1 2
 KV0944  NGVD 29               3.41   (m)           11.2    (f) LEVELING    3  
 KV0944
 KV0944.Superseded values are not recommended for survey control.
 KV0944
 KV0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0944.See file dsdata.pdf to determine how the superseded data were derived.
 KV0944
 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 - January 27, 2021
 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     - 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  HISTORY     - 20210127 GOOD             NJGS
 KV0944
 KV0944                          STATION DESCRIPTION
 KV0944
 KV0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 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.
 KV0944'
 KV0944'TO REACH THE STATION FROM THE STATE ROUTE 18 SPANNING THE BORDENTOWN
 KV0944'AMBOY TURNPIKE, COUNTY ROAD 615, PROCEED 2.48 KM (1.55 MI) NORTHEAST
 KV0944'ON ROUTE 625 TO THE JUNCTION WITH THE GRAVEL ENTRANCE ROAD 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.
 KV0944'
 KV0944'IT IS 6.30 M (20.67 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 KV0944'TRACKS, 17.6 M (57.7 FT) SOUTHWEST OF RAILROAD MILEPOST NUMBER 6,
 KV0944'12.45 M (40.85 FT) SOUTH OF A FLOOD LIGHT POLE, 20.7 M (67.9 FT) EAST
 KV0944'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 WITH
 KV0944'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.
 KV0944'
 KV0944'TO REACH THE STATION FROM THE STATE ROUTE 18 BRIDGE SPANNING THE
 KV0944'BORDENTOWN AMBOY TURNPIKE, COUNTY ROAD 615, IN OLD BRIDGE, PROCEED
 KV0944'2.48 KM (1.54 MI) NORTHEAST ON ROUTE 615 TO THE JUNCTION WITH THE
 KV0944'GRAVEL ENTRANCE ROAD TO BROWNS YARD, THE ROAD IS SOUTHWEST OF A ONE
 KV0944'STORY BRICK WATER PUMPING BUILDING.  TURN RIGHT ON BROWNS ROAD AND GO
 KV0944'ABOUT 0.08 KM (0.05 MI) SOUTH THRU THE PARKING YARD TO THE STATION SET
 KV0944'IN THE SOUTH CORNER OF A CONCRETE FOUNDATION OF A DISMANTLED RAILROAD
 KV0944'WATER CRANE.
 KV0944'
 KV0944'IT IS 6.30 M (20.67 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 KV0944'TRACKS, 17.6 M (57.7 FT) SOUTHWEST OF RAILROAD MILEPOST NUMBER 6,
 KV0944'12.45 M (40.85 FT) SOUTH OF A FLOOD LIGHT POLE, 20.7 M (67.9 FT) EAST
 KV0944'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 WITH
 KV0944'THE GROUND, THERE IS A SMALL METAL HIGH VOLTAGE SHED JUST EAST OF THE
 KV0944'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.
 KV0944'
 KV0944'TO REACH THE STATION FROM THE STATE ROUTE 18 BRIDGE OVER THE
 KV0944'BORDENTOWN AMBOY TURNPIKE, COUNTY ROAD 615, IN OLD BRIDGE, GO 2.48 KM
 KV0944'(1.54 MI) NORTHEAST ON COUNTY ROAD 615 TO THE JUNCTION WITH THE
 KV0944'ASPHALT PAVED ENTRANCE ROAD TO LEADING 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 YARD
 KV0944'TO THE STATION SET IN THE SOUTH CORNER OF A CONCRETE FOUNDATION OF A
 KV0944'DISMANTLED RAILROAD WATER CRANE.
 KV0944'
 KV0944'IT IS 6.30 M (20.67 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 KV0944'TRACKS, 17.6 M (57.7 FT) SOUTHWEST OF RAILROAD MILEPOST NUMBER 6,
 KV0944'12.45 M (40.85 FT) SOUTH OF A FLOOD LIGHT POLE, 20.7 M (67.9 FT) EAST
 KV0944'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, 7.7 FT
 KV0944'(2.3 M) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A SMALL METAL SHED
 KV0944'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.
 KV0944
 KV0944                          STATION RECOVERY (2021)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0640 ***********************************************************************
 KV0640  DESIGNATION -  C 20
 KV0640  PID         -  KV0640
 KV0640  STATE/COUNTY-  NJ/MORRIS
 KV0640  COUNTRY     -  US
 KV0640  USGS QUAD   -  MORRISTOWN (2016)
 KV0640
 KV0640                         *CURRENT SURVEY CONTROL
 KV0640  ______________________________________________________________________
 KV0640* NAD 83(1986) POSITION- 40 46 42.     (N) 074 26 35.     (W)   SCALED
 KV0640* NAVD 88 ORTHO HEIGHT -   116.068 (meters)      380.80  (feet) ADJUSTED
 KV0640  ______________________________________________________________________
 KV0640  GEOID HEIGHT    -        -32.842 (meters)                     GEOID18
 KV0640  DYNAMIC HEIGHT  -        116.018 (meters)      380.64  (feet) COMP
 KV0640  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 KV0640
 KV0640  VERT ORDER      -  SECOND    CLASS 0
 KV0640
 KV0640.The horizontal coordinates were scaled from a map and have
 KV0640.an estimated accuracy of +/- 6 seconds.
 KV0640
 KV0640.The orthometric height was determined by differential leveling and
 KV0640.adjusted by the NATIONAL GEODETIC SURVEY
 KV0640.in June 1991.
 KV0640
 KV0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0640.GEOID18 height accuracy estimate available here.
 KV0640
 KV0640.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL469142(NAD 83)
 KV0640
 KV0640                          SUPERSEDED SURVEY CONTROL
 KV0640
 KV0640  NGVD 29 (11/26/84)  116.346  (m)          381.71   (f) ADJUSTED    2 0
 KV0640
 KV0640.Superseded values are not recommended for survey control.
 KV0640
 KV0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0640.See file dsdata.pdf to determine how the superseded data were derived.
 KV0640
 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 = JULY 24, 2026 22:12:30 EDT
 KV1613 ***********************************************************************
 KV1613  DESIGNATION -  C 22
 KV1613  PID         -  KV1613
 KV1613  STATE/COUNTY-  NJ/WARREN
 KV1613  COUNTRY     -  US
 KV1613  USGS QUAD   -  BELVIDERE (2019)
 KV1613
 KV1613                         *CURRENT SURVEY CONTROL
 KV1613  ______________________________________________________________________
 KV1613* NAD 83(1986) POSITION- 40 45 59.     (N) 075 00 59.     (W)   SCALED
 KV1613* NAVD 88 ORTHO HEIGHT -   162.659 (meters)      533.66  (feet) ADJUSTED
 KV1613  ______________________________________________________________________
 KV1613  GEOID HEIGHT    -        -33.576 (meters)                     GEOID18
 KV1613  DYNAMIC HEIGHT  -        162.582 (meters)      533.40  (feet) COMP
 KV1613  MODELED GRAVITY -    980,152.6   (mgal)                       NAVD 88
 KV1613
 KV1613  VERT ORDER      -  SECOND    CLASS 0
 KV1613
 KV1613.The horizontal coordinates were scaled from a map and have
 KV1613.an estimated accuracy of +/- 6 seconds.
 KV1613
 KV1613.The orthometric height was determined by differential leveling and
 KV1613.adjusted by the NATIONAL GEODETIC SURVEY
 KV1613.in June 1991.
 KV1613
 KV1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1613.GEOID18 height accuracy estimate available here.
 KV1613
 KV1613.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL986128(NAD 83)
 KV1613
 KV1613                          SUPERSEDED SURVEY CONTROL
 KV1613
 KV1613  NGVD 29 (11/26/84)  162.879  (m)          534.38   (f) ADJUSTED    2 0
 KV1613
 KV1613.Superseded values are not recommended for survey control.
 KV1613
 KV1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1613.See file dsdata.pdf to determine how the superseded data were derived.
 KV1613
 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 = JULY 24, 2026 22:12:30 EDT
 KV1591 ***********************************************************************
 KV1591  DESIGNATION -  C 23
 KV1591  PID         -  KV1591
 KV1591  STATE/COUNTY-  NJ/WARREN
 KV1591  COUNTRY     -  US
 KV1591  USGS QUAD   -  BELVIDERE (2019)
 KV1591
 KV1591                         *CURRENT SURVEY CONTROL
 KV1591  ______________________________________________________________________
 KV1591* NAD 83(1986) POSITION- 40 48 16.     (N) 075 04 36.     (W)   SCALED
 KV1591* NAVD 88 ORTHO HEIGHT -   103.341 (meters)      339.04  (feet) ADJUSTED
 KV1591  ______________________________________________________________________
 KV1591  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 KV1591  DYNAMIC HEIGHT  -        103.294 (meters)      338.89  (feet) COMP
 KV1591  MODELED GRAVITY -    980,171.0   (mgal)                       NAVD 88
 KV1591
 KV1591  VERT ORDER      -  SECOND    CLASS 0
 KV1591
 KV1591.The horizontal coordinates were scaled from a map and have
 KV1591.an estimated accuracy of +/- 6 seconds.
 KV1591
 KV1591.The orthometric height was determined by differential leveling and
 KV1591.adjusted by the NATIONAL GEODETIC SURVEY
 KV1591.in June 1991.
 KV1591
 KV1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1591.GEOID18 height accuracy estimate available here.
 KV1591
 KV1591.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL935170(NAD 83)
 KV1591
 KV1591                          SUPERSEDED SURVEY CONTROL
 KV1591
 KV1591  NGVD 29 (11/26/84)  103.552  (m)          339.74   (f) ADJUSTED    2 0
 KV1591
 KV1591.Superseded values are not recommended for survey control.
 KV1591
 KV1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1591.See file dsdata.pdf to determine how the superseded data were derived.
 KV1591
 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  HISTORY     - 20111019 MARK NOT FOUND   NJGS
 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.
 KV1591
 KV1591                          STATION RECOVERY (2011)
 KV1591
 KV1591'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV1591'THE STATION WAS NOT RECOVERED.  INADEQUATE TIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1326 ***********************************************************************
 KV1326  DESIGNATION -  C 24
 KV1326  PID         -  KV1326
 KV1326  STATE/COUNTY-  NJ/MORRIS
 KV1326  COUNTRY     -  US
 KV1326  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1326
 KV1326                         *CURRENT SURVEY CONTROL
 KV1326  ______________________________________________________________________
 KV1326* NAD 83(1986) POSITION- 40 45 09.     (N) 074 49 33.     (W)   SCALED
 KV1326* NAVD 88 ORTHO HEIGHT -   151.010 (meters)      495.44  (feet) ADJUSTED
 KV1326  ______________________________________________________________________
 KV1326  GEOID HEIGHT    -        -33.303 (meters)                     GEOID18
 KV1326  DYNAMIC HEIGHT  -        150.938 (meters)      495.20  (feet) COMP
 KV1326  MODELED GRAVITY -    980,146.4   (mgal)                       NAVD 88
 KV1326
 KV1326  VERT ORDER      -  SECOND    CLASS 0
 KV1326
 KV1326.The horizontal coordinates were scaled from a map and have
 KV1326.an estimated accuracy of +/- 6 seconds.
 KV1326
 KV1326.The orthometric height was determined by differential leveling and
 KV1326.adjusted by the NATIONAL GEODETIC SURVEY
 KV1326.in June 1991.
 KV1326
 KV1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1326.GEOID18 height accuracy estimate available here.
 KV1326
 KV1326.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL147112(NAD 83)
 KV1326
 KV1326                          SUPERSEDED SURVEY CONTROL
 KV1326
 KV1326  NGVD 29 (11/26/84)  151.237  (m)          496.18   (f) ADJUSTED    2 0
 KV1326
 KV1326.Superseded values are not recommended for survey control.
 KV1326
 KV1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1326.See file dsdata.pdf to determine how the superseded data were derived.
 KV1326
 KV1326_MARKER: DB = BENCH MARK DISK
 KV1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1326_STAMPING: C 24 1942
 KV1326_MARK LOGO: CGS
 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  HISTORY     - 20191023 MARK NOT FOUND   NJGS
 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.
 KV1326
 KV1326                          STATION RECOVERY (2019)
 KV1326
 KV1326'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1326'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1313 ***********************************************************************
 KV1313  DESIGNATION -  C 25
 KV1313  PID         -  KV1313
 KV1313  STATE/COUNTY-  NJ/SOMERSET
 KV1313  COUNTRY     -  US
 KV1313  USGS QUAD   -  GLADSTONE (2019)
 KV1313
 KV1313                         *CURRENT SURVEY CONTROL
 KV1313  ______________________________________________________________________
 KV1313* NAD 83(1986) POSITION- 40 38 01.     (N) 074 38 02.     (W)   SCALED
 KV1313* NAVD 88 ORTHO HEIGHT -    70.134 (meters)      230.10  (feet) ADJUSTED
 KV1313  ______________________________________________________________________
 KV1313  GEOID HEIGHT    -        -33.301 (meters)                     GEOID18
 KV1313  DYNAMIC HEIGHT  -         70.103 (meters)      230.00  (feet) COMP
 KV1313  MODELED GRAVITY -    980,177.4   (mgal)                       NAVD 88
 KV1313
 KV1313  VERT ORDER      -  SECOND    CLASS 0
 KV1313
 KV1313.The horizontal coordinates were scaled from a map and have
 KV1313.an estimated accuracy of +/- 6 seconds.
 KV1313
 KV1313.The orthometric height was determined by differential leveling and
 KV1313.adjusted by the NATIONAL GEODETIC SURVEY
 KV1313.in June 1991.
 KV1313
 KV1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1313.GEOID18 height accuracy estimate available here.
 KV1313
 KV1313.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK309981(NAD 83)
 KV1313
 KV1313                          SUPERSEDED SURVEY CONTROL
 KV1313
 KV1313  NGVD 29 (11/26/84)   70.406  (m)          230.99   (f) ADJUSTED    2 0
 KV1313
 KV1313.Superseded values are not recommended for survey control.
 KV1313
 KV1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1313.See file dsdata.pdf to determine how the superseded data were derived.
 KV1313
 KV1313_MARKER: DB = BENCH MARK DISK
 KV1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1313_STAMPING: C 25 1942
 KV1313_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1186 ***********************************************************************
 KV1186  DESIGNATION -  C 26
 KV1186  PID         -  KV1186
 KV1186  STATE/COUNTY-  NJ/SOMERSET
 KV1186  COUNTRY     -  US
 KV1186  USGS QUAD   -  RARITAN (2019)
 KV1186
 KV1186                         *CURRENT SURVEY CONTROL
 KV1186  ______________________________________________________________________
 KV1186* NAD 83(1986) POSITION- 40 35 33.     (N) 074 41 03.     (W)   SCALED
 KV1186* NAVD 88 ORTHO HEIGHT -    26.003 (meters)       85.31  (feet) ADJUSTED
 KV1186  ______________________________________________________________________
 KV1186  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 KV1186  DYNAMIC HEIGHT  -         25.991 (meters)       85.27  (feet) COMP
 KV1186  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 KV1186
 KV1186  VERT ORDER      -  FIRST     CLASS II
 KV1186
 KV1186.The horizontal coordinates were scaled from a map and have
 KV1186.an estimated accuracy of +/- 6 seconds.
 KV1186
 KV1186.The orthometric height was determined by differential leveling and
 KV1186.adjusted by the NATIONAL GEODETIC SURVEY
 KV1186.in June 1991.
 KV1186
 KV1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1186.GEOID18 height accuracy estimate available here.
 KV1186
 KV1186.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK267935(NAD 83)
 KV1186
 KV1186                          SUPERSEDED SURVEY CONTROL
 KV1186
 KV1186  NGVD 29 (01/10/92)   26.258  (m)           86.15   (f) ADJUSTED    1 2
 KV1186  NGVD 29 (??/??/87)   26.270  (m)           86.19   (f) SUPERSEDED  1 2
 KV1186
 KV1186.Superseded values are not recommended for survey control.
 KV1186
 KV1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1186.See file dsdata.pdf to determine how the superseded data were derived.
 KV1186
 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_MARK LOGO: CGS
 KV1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1186+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2019
 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  HISTORY     - 20160405 GOOD             AAAS
 KV1186  HISTORY     - 20190721 GOOD             LANENG
 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.
 KV1186
 KV1186                          STATION RECOVERY (2016)
 KV1186
 KV1186'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV1186'RECOVERED IN GOOD CONDITION.
 KV1186
 KV1186                          STATION RECOVERY (2019)
 KV1186
 KV1186'RECOVERY NOTE BY LANDMARK ENGINEERING 2019 (DRA)
 KV1186'THE BENCH MARK IS SET IN THE CAPSTONE OF THE NORTHEAST WALL OF THE
 KV1186'CULVERT FOR CHAMBERS BROOK UNDER NJ TRANSIT (FORMERLY CRNJ).  IT IS
 KV1186'LOCATED WEST OF THE STATION ROAD GRADE CROSSING AT THE NORTH BRANCH
 KV1186'STATION.  IT IS LOCATED 2.55 FT (0.8 M) EAST-SOUTHEAST FROM MARK 1600
 KV1186'(NJ GEODETIC SURVEY CROSS CUT).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1363 ***********************************************************************
 KV1363  DESIGNATION -  C 27
 KV1363  PID         -  KV1363
 KV1363  STATE/COUNTY-  NJ/HUNTERDON
 KV1363  COUNTRY     -  US
 KV1363  USGS QUAD   -  PITTSTOWN (2019)
 KV1363
 KV1363                         *CURRENT SURVEY CONTROL
 KV1363  ______________________________________________________________________
 KV1363* NAD 83(1986) POSITION- 40 36 59.     (N) 074 56 06.     (W)   SCALED
 KV1363* NAVD 88 ORTHO HEIGHT -    89.065 (meters)      292.21  (feet) ADJUSTED
 KV1363  ______________________________________________________________________
 KV1363  GEOID HEIGHT    -        -33.780 (meters)                     GEOID18
 KV1363  DYNAMIC HEIGHT  -         89.023 (meters)      292.07  (feet) COMP
 KV1363  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 KV1363
 KV1363  VERT ORDER      -  SECOND    CLASS 0
 KV1363
 KV1363.The horizontal coordinates were scaled from a map and have
 KV1363.an estimated accuracy of +/- 6 seconds.
 KV1363
 KV1363.The orthometric height was determined by differential leveling and
 KV1363.adjusted by the NATIONAL GEODETIC SURVEY
 KV1363.in June 1991.
 KV1363
 KV1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1363.GEOID18 height accuracy estimate available here.
 KV1363
 KV1363.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK054961(NAD 83)
 KV1363
 KV1363                          SUPERSEDED SURVEY CONTROL
 KV1363
 KV1363  NGVD 29 (11/26/84)   89.316  (m)          293.03   (f) ADJUSTED    2 0
 KV1363
 KV1363.Superseded values are not recommended for survey control.
 KV1363
 KV1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1363.See file dsdata.pdf to determine how the superseded data were derived.
 KV1363
 KV1363_MARKER: DB = BENCH MARK DISK
 KV1363_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1363_SP_SET: ABUTMENT
 KV1363_STAMPING: C 27 1942
 KV1363_MARK LOGO: CGS
 KV1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1363+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2020
 KV1363
 KV1363  HISTORY     - Date     Condition        Report By
 KV1363  HISTORY     - 1942     MONUMENTED       CGS
 KV1363  HISTORY     - 20030821 GOOD             INDIV
 KV1363  HISTORY     - 20040410 GOOD             GEOCAC
 KV1363  HISTORY     - 20201007 SEE DESCRIPTION  NJGS
 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.
 KV1363
 KV1363                          STATION RECOVERY (2020)
 KV1363
 KV1363'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV1363'MONUMENT CAN BE SEEN FROM GOOGLE EARTH UNDER A VERY LARGE TREE AND
 KV1363'WOULD BE UNUSABLE FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0537 ***********************************************************************
 KV0537  DESIGNATION -  C 28
 KV0537  PID         -  KV0537
 KV0537  STATE/COUNTY-  NJ/MIDDLESEX
 KV0537  COUNTRY     -  US
 KV0537  USGS QUAD   -  PERTH AMBOY (2016)
 KV0537
 KV0537                         *CURRENT SURVEY CONTROL
 KV0537  ______________________________________________________________________
 KV0537* NAD 83(1986) POSITION- 40 31 36.     (N) 074 19 05.     (W)   SCALED
 KV0537* NAVD 88 ORTHO HEIGHT -    30.192 (meters)       99.05  (feet) ADJUSTED
 KV0537  ______________________________________________________________________
 KV0537  GEOID HEIGHT    -        -32.619 (meters)                     GEOID18
 KV0537  DYNAMIC HEIGHT  -         30.179 (meters)       99.01  (feet) COMP
 KV0537  MODELED GRAVITY -    980,209.6   (mgal)                       NAVD 88
 KV0537
 KV0537  VERT ORDER      -  FIRST     CLASS I
 KV0537
 KV0537.The horizontal coordinates were scaled from a map and have
 KV0537.an estimated accuracy of +/- 6 seconds.
 KV0537
 KV0537.The orthometric height was determined by differential leveling and
 KV0537.adjusted by the NATIONAL GEODETIC SURVEY
 KV0537.in June 1991.
 KV0537
 KV0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0537.GEOID18 height accuracy estimate available here.
 KV0537
 KV0537.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK577864(NAD 83)
 KV0537
 KV0537                          SUPERSEDED SURVEY CONTROL
 KV0537
 KV0537  NGVD 29 (04/16/92)   30.492  (m)          100.04   (f) ADJUSTED    1 1
 KV0537  NGVD 29 (01/10/92)   30.492  (m)          100.04   (f) SUPERSEDED  1 1
 KV0537  NGVD 29 (??/??/87)   30.540  (m)          100.20   (f) SUPERSEDED  1 1
 KV0537
 KV0537.Superseded values are not recommended for survey control.
 KV0537
 KV0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0537.See file dsdata.pdf to determine how the superseded data were derived.
 KV0537
 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 = JULY 24, 2026 22:12:30 EDT
 KV1691 ***********************************************************************
 KV1691  DESIGNATION -  C 29
 KV1691  PID         -  KV1691
 KV1691  STATE/COUNTY-  NJ/HUNTERDON
 KV1691  COUNTRY     -  US
 KV1691  USGS QUAD   -  FRENCHTOWN (2019)
 KV1691
 KV1691                         *CURRENT SURVEY CONTROL
 KV1691  ______________________________________________________________________
 KV1691* NAD 83(1986) POSITION- 40 37 22.     (N) 075 02 13.     (W)   SCALED
 KV1691* NAVD 88 ORTHO HEIGHT -   239.581 (meters)      786.03  (feet) ADJUSTED
 KV1691  ______________________________________________________________________
 KV1691  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 KV1691  DYNAMIC HEIGHT  -        239.464 (meters)      785.64  (feet) COMP
 KV1691  MODELED GRAVITY -    980,131.6   (mgal)                       NAVD 88
 KV1691
 KV1691  VERT ORDER      -  SECOND    CLASS 0
 KV1691
 KV1691.The horizontal coordinates were scaled from a map and have
 KV1691.an estimated accuracy of +/- 6 seconds.
 KV1691
 KV1691.The orthometric height was determined by differential leveling and
 KV1691.adjusted by the NATIONAL GEODETIC SURVEY
 KV1691.in June 1991.
 KV1691
 KV1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1691.GEOID18 height accuracy estimate available here.
 KV1691
 KV1691.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK968968(NAD 83)
 KV1691
 KV1691                          SUPERSEDED SURVEY CONTROL
 KV1691
 KV1691  NGVD 29 (11/26/84)  239.813  (m)          786.79   (f) ADJUSTED    2 0
 KV1691
 KV1691.Superseded values are not recommended for survey control.
 KV1691
 KV1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1691.See file dsdata.pdf to determine how the superseded data were derived.
 KV1691
 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 = JULY 24, 2026 22:12:30 EDT
 KV3527 ***********************************************************************
 KV3527  DESIGNATION -  C 29 RESET 1957
 KV3527  PID         -  KV3527
 KV3527  STATE/COUNTY-  NJ/HUNTERDON
 KV3527  COUNTRY     -  US
 KV3527  USGS QUAD   -  FRENCHTOWN (2019)
 KV3527
 KV3527                         *CURRENT SURVEY CONTROL
 KV3527  ______________________________________________________________________
 KV3527* NAD 83(1986) POSITION- 40 37 22.     (N) 075 02 13.     (W)   SCALED
 KV3527* NAVD 88 ORTHO HEIGHT -   239.57  (meters)      786.0   (feet) RESET
 KV3527  ______________________________________________________________________
 KV3527  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 KV3527  VERT ORDER      -  THIRD
 KV3527
 KV3527.The horizontal coordinates were scaled from a map and have
 KV3527.an estimated accuracy of +/- 6 seconds.
 KV3527
 KV3527.The orthometric height was computed from unverified reset data.
 KV3527
 KV3527.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3527.GEOID18 height accuracy estimate available here.
 KV3527
 KV3527.Click photographs - Photos may exist for this station.
 KV3527
 KV3527;                    North         East    Units  Estimated Accuracy
 KV3527;SPC NJ       -   198,800.      104,570.      MT  (+/- 180 meters Scaled)
 KV3527
 KV3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK968968(NAD 83)
 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
 KV3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3527.See file dsdata.pdf to determine how the superseded data were derived.
 KV3527
 KV3527_MARKER: DB = BENCH MARK DISK
 KV3527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV1341 ***********************************************************************
 KV1341  DESIGNATION -  C 30
 KV1341  PID         -  KV1341
 KV1341  STATE/COUNTY-  NJ/HUNTERDON
 KV1341  COUNTRY     -  US
 KV1341  USGS QUAD   -  GLADSTONE (2019)
 KV1341
 KV1341                         *CURRENT SURVEY CONTROL
 KV1341  ______________________________________________________________________
 KV1341* NAD 83(1986) POSITION- 40 43 14.     (N) 074 44 02.     (W)   SCALED
 KV1341* NAVD 88 ORTHO HEIGHT -   125.040 (meters)      410.24  (feet) ADJUSTED
 KV1341  ______________________________________________________________________
 KV1341  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 KV1341  DYNAMIC HEIGHT  -        124.984 (meters)      410.05  (feet) COMP
 KV1341  MODELED GRAVITY -    980,177.1   (mgal)                       NAVD 88
 KV1341
 KV1341  VERT ORDER      -  SECOND    CLASS 0
 KV1341
 KV1341.The horizontal coordinates were scaled from a map and have
 KV1341.an estimated accuracy of +/- 6 seconds.
 KV1341
 KV1341.The orthometric height was determined by differential leveling and
 KV1341.adjusted by the NATIONAL GEODETIC SURVEY
 KV1341.in June 1991.
 KV1341
 KV1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1341.GEOID18 height accuracy estimate available here.
 KV1341
 KV1341.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL224077(NAD 83)
 KV1341
 KV1341                          SUPERSEDED SURVEY CONTROL
 KV1341
 KV1341  NGVD 29 (11/26/84)  125.281  (m)          411.03   (f) ADJUSTED    2 0
 KV1341
 KV1341.Superseded values are not recommended for survey control.
 KV1341
 KV1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1341.See file dsdata.pdf to determine how the superseded data were derived.
 KV1341
 KV1341_MARKER: DB = BENCH MARK DISK
 KV1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1341_STAMPING: C 30 1942
 KV1341_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0846 ***********************************************************************
 LY0846  DESIGNATION -  C 31
 LY0846  PID         -  LY0846
 LY0846  STATE/COUNTY-  NJ/SUSSEX
 LY0846  COUNTRY     -  US
 LY0846  USGS QUAD   -  UNIONVILLE (2019)
 LY0846
 LY0846                         *CURRENT SURVEY CONTROL
 LY0846  ______________________________________________________________________
 LY0846* NAD 83(1986) POSITION- 41 16 48.4    (N) 074 37 06.4    (W)   HD_HELD2
 LY0846* NAVD 88 ORTHO HEIGHT -   163.101 (meters)      535.11  (feet) ADJUSTED
 LY0846  ______________________________________________________________________
 LY0846  GEOID HEIGHT    -        -32.302 (meters)                     GEOID18
 LY0846  DYNAMIC HEIGHT  -        163.033 (meters)      534.88  (feet) COMP
 LY0846  MODELED GRAVITY -    980,205.4   (mgal)                       NAVD 88
 LY0846
 LY0846  VERT ORDER      -  SECOND    CLASS 0
 LY0846
 LY0846.The horizontal coordinates were established by autonomous hand held GPS
 LY0846.observations and have an estimated accuracy of +/- 10 meters.
 LY0846
 LY0846.The orthometric height was determined by differential leveling and
 LY0846.adjusted by the NATIONAL GEODETIC SURVEY
 LY0846.in June 1991.
 LY0846
 LY0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0846.GEOID18 height accuracy estimate available here.
 LY0846
 LY0846.Click photographs - Photos may exist for this station.
 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       -   271,659.      140,078.      MT  (+/- 10 meters HH2 GPS)
 LY0846
 LY0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3195369923(NAD 83)
 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
 LY0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0846.See file dsdata.pdf to determine how the superseded data were derived.
 LY0846
 LY0846_MARKER: DB = BENCH MARK DISK
 LY0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0846_SP_SET: BRIDGE
 LY0846_STAMPING: C 31 1942
 LY0846_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0491 ***********************************************************************
 LY0491  DESIGNATION -  C 32
 LY0491  PID         -  LY0491
 LY0491  STATE/COUNTY-  NJ/SUSSEX
 LY0491  COUNTRY     -  US
 LY0491  USGS QUAD   -  WAWAYANDA (2019)
 LY0491
 LY0491                         *CURRENT SURVEY CONTROL
 LY0491  ______________________________________________________________________
 LY0491* NAD 83(1986) POSITION- 41 09 50.     (N) 074 26 55.     (W)   SCALED
 LY0491* NAVD 88 ORTHO HEIGHT -   366.153 (meters)     1201.29  (feet) ADJUSTED
 LY0491  ______________________________________________________________________
 LY0491  GEOID HEIGHT    -        -32.209 (meters)                     GEOID18
 LY0491  DYNAMIC HEIGHT  -        365.986 (meters)     1200.74  (feet) COMP
 LY0491  MODELED GRAVITY -    980,157.9   (mgal)                       NAVD 88
 LY0491
 LY0491  VERT ORDER      -  SECOND    CLASS 0
 LY0491
 LY0491.The horizontal coordinates were scaled from a map and have
 LY0491.an estimated accuracy of +/- 6 seconds.
 LY0491
 LY0491.The orthometric height was determined by differential leveling and
 LY0491.adjusted by the NATIONAL GEODETIC SURVEY
 LY0491.in June 1991.
 LY0491
 LY0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0491.GEOID18 height accuracy estimate available here.
 LY0491
 LY0491.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL462570(NAD 83)
 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
 LY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0491.See file dsdata.pdf to determine how the superseded data were derived.
 LY0491
 LY0491_MARKER: DB = BENCH MARK DISK
 LY0491_SETTING: 66 = SET IN 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  HISTORY     - 20210210 MARK NOT FOUND   NJGS
 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.
 LY0491
 LY0491                          STATION RECOVERY (2021)
 LY0491
 LY0491'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY0491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0537 ***********************************************************************
 LY0537  DESIGNATION -  C 33
 LY0537  PID         -  LY0537
 LY0537  STATE/COUNTY-  NJ/PASSAIC
 LY0537  COUNTRY     -  US
 LY0537  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY0537
 LY0537                         *CURRENT SURVEY CONTROL
 LY0537  ______________________________________________________________________
 LY0537* NAD 83(1986) POSITION- 41 09 48.     (N) 074 20 45.     (W)   SCALED
 LY0537* NAVD 88 ORTHO HEIGHT -   199.249 (meters)      653.70  (feet) ADJUSTED
 LY0537  ______________________________________________________________________
 LY0537  GEOID HEIGHT    -        -32.153 (meters)                     GEOID18
 LY0537  DYNAMIC HEIGHT  -        199.163 (meters)      653.42  (feet) COMP
 LY0537  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 LY0537
 LY0537  VERT ORDER      -  FIRST     CLASS II
 LY0537
 LY0537.The horizontal coordinates were scaled from a map and have
 LY0537.an estimated accuracy of +/- 6 seconds.
 LY0537
 LY0537.The orthometric height was determined by differential leveling and
 LY0537.adjusted by the NATIONAL GEODETIC SURVEY
 LY0537.in June 1991.
 LY0537
 LY0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0537.GEOID18 height accuracy estimate available here.
 LY0537
 LY0537.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL548570(NAD 83)
 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
 LY0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0537.See file dsdata.pdf to determine how the superseded data were derived.
 LY0537
 LY0537_STAMPING: C 33 1942
 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  HISTORY     - 20200303 MARK NOT FOUND   NJGS
 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.
 LY0537
 LY0537                          STATION RECOVERY (2020)
 LY0537
 LY0537'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 LY0537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0834 ***********************************************************************
 LY0834  DESIGNATION -  C 34
 LY0834  PID         -  LY0834
 LY0834  STATE/COUNTY-  NJ/SUSSEX
 LY0834  COUNTRY     -  US
 LY0834  USGS QUAD   -  BRANCHVILLE (2019)
 LY0834
 LY0834                         *CURRENT SURVEY CONTROL
 LY0834  ______________________________________________________________________
 LY0834* NAD 83(1986) POSITION- 41 10 31.6    (N) 074 38 45.4    (W)   HD_HELD2
 LY0834* NAVD 88 ORTHO HEIGHT -   124.797 (meters)      409.44  (feet) ADJUSTED
 LY0834  ______________________________________________________________________
 LY0834  GEOID HEIGHT    -        -32.494 (meters)                     GEOID18
 LY0834  DYNAMIC HEIGHT  -        124.744 (meters)      409.26  (feet) COMP
 LY0834  MODELED GRAVITY -    980,202.4   (mgal)                       NAVD 88
 LY0834
 LY0834  VERT ORDER      -  SECOND    CLASS 0
 LY0834
 LY0834.The horizontal coordinates were established by autonomous hand held GPS
 LY0834.observations and have an estimated accuracy of +/- 10 meters.
 LY0834
 LY0834.The orthometric height was determined by differential leveling and
 LY0834.adjusted by the NATIONAL GEODETIC SURVEY
 LY0834.in June 1991.
 LY0834
 LY0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0834.GEOID18 height accuracy estimate available here.
 LY0834
 LY0834.Click photographs - Photos may exist for this station.
 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       -   260,040.      137,755.      MT  (+/- 10 meters HH2 GPS)
 LY0834
 LY0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2969758293(NAD 83)
 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
 LY0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0834.See file dsdata.pdf to determine how the superseded data were derived.
 LY0834
 LY0834_MARKER: DB = BENCH MARK DISK
 LY0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0834_SP_SET: BRIDGE
 LY0834_STAMPING: C 34 1942
 LY0834_MARK LOGO: CGS
 LY0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0834+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2007
 LY0834
 LY0834  HISTORY     - Date     Condition        Report By
 LY0834  HISTORY     - 1942     MONUMENTED       CGS
 LY0834  HISTORY     - 20070916 GOOD             GEOCAC
 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.
 LY0834
 LY0834                          STATION RECOVERY (2007)
 LY0834
 LY0834'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY0834'THE LEHIGH AND NEW ENGLAND RAILROAD IS NOW THE ELIZABETHTOWN GAS
 LY0834'PIPELINE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0795 ***********************************************************************
 LY0795  DESIGNATION -  C 35
 LY0795  PID         -  LY0795
 LY0795  STATE/COUNTY-  NJ/SUSSEX
 LY0795  COUNTRY     -  US
 LY0795  USGS QUAD   -  CULVERS GAP (2019)
 LY0795
 LY0795                         *CURRENT SURVEY CONTROL
 LY0795  ______________________________________________________________________
 LY0795* NAD 83(1986) POSITION- 41 12 03.     (N) 074 49 10.     (W)   SCALED
 LY0795* NAVD 88 ORTHO HEIGHT -   160.218 (meters)      525.65  (feet) ADJUSTED
 LY0795  ______________________________________________________________________
 LY0795  GEOID HEIGHT    -        -32.543 (meters)                     GEOID18
 LY0795  DYNAMIC HEIGHT  -        160.149 (meters)      525.42  (feet) COMP
 LY0795  MODELED GRAVITY -    980,192.0   (mgal)                       NAVD 88
 LY0795
 LY0795  VERT ORDER      -  SECOND    CLASS 0
 LY0795
 LY0795.The horizontal coordinates were scaled from a map and have
 LY0795.an estimated accuracy of +/- 6 seconds.
 LY0795
 LY0795.The orthometric height was determined by differential leveling and
 LY0795.adjusted by the NATIONAL GEODETIC SURVEY
 LY0795.in June 1991.
 LY0795
 LY0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0795.GEOID18 height accuracy estimate available here.
 LY0795
 LY0795.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL151610(NAD 83)
 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
 LY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0795.See file dsdata.pdf to determine how the superseded data were derived.
 LY0795
 LY0795_MARKER: DB = BENCH MARK DISK
 LY0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0795_STAMPING: C 35 1942
 LY0795_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KU0833 ***********************************************************************
 KU0833  DESIGNATION -  C 36
 KU0833  PID         -  KU0833
 KU0833  STATE/COUNTY-  NJ/MONMOUTH
 KU0833  COUNTRY     -  US
 KU0833  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0833
 KU0833                         *CURRENT SURVEY CONTROL
 KU0833  ______________________________________________________________________
 KU0833* NAD 83(1986) POSITION- 40 24 49.     (N) 073 58 50.     (W)   SCALED
 KU0833* NAVD 88 ORTHO HEIGHT -     4.063 (meters)       13.33  (feet) ADJUSTED
 KU0833  ______________________________________________________________________
 KU0833  GEOID HEIGHT    -        -32.568 (meters)                     GEOID18
 KU0833  DYNAMIC HEIGHT  -          4.061 (meters)       13.32  (feet) COMP
 KU0833  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 KU0833
 KU0833  VERT ORDER      -  FIRST     CLASS II
 KU0833
 KU0833.The horizontal coordinates were scaled from a map and have
 KU0833.an estimated accuracy of +/- 6 seconds.
 KU0833
 KU0833.The orthometric height was determined by differential leveling and
 KU0833.adjusted by the NATIONAL GEODETIC SURVEY
 KU0833.in June 1991.
 KU0833
 KU0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0833.GEOID18 height accuracy estimate available here.
 KU0833
 KU0833.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK864741(NAD 83)
 KU0833
 KU0833                          SUPERSEDED SURVEY CONTROL
 KU0833
 KU0833  NGVD 29 (??/??/92)    4.420  (m)           14.50   (f) SUPERSEDED  1 2
 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
 KU0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0833.See file dsdata.pdf to determine how the superseded data were derived.
 KU0833
 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   CGS
 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0198 ***********************************************************************
 KV0198  DESIGNATION -  C 37
 KV0198  PID         -  KV0198
 KV0198  STATE/COUNTY-  NJ/MIDDLESEX
 KV0198  COUNTRY     -  US
 KV0198  USGS QUAD   -  PERTH AMBOY (2016)
 KV0198
 KV0198                         *CURRENT SURVEY CONTROL
 KV0198  ______________________________________________________________________
 KV0198* NAD 83(1986) POSITION- 40 32 02.     (N) 074 15 46.     (W)   SCALED
 KV0198* NAVD 88 ORTHO HEIGHT -     6.395 (meters)       20.98  (feet) ADJUSTED
 KV0198  ______________________________________________________________________
 KV0198  GEOID HEIGHT    -        -32.500 (meters)                     GEOID18
 KV0198  DYNAMIC HEIGHT  -          6.393 (meters)       20.97  (feet) COMP
 KV0198  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 KV0198
 KV0198  VERT ORDER      -  FIRST     CLASS II
 KV0198
 KV0198.The horizontal coordinates were scaled from a map and have
 KV0198.an estimated accuracy of +/- 6 seconds.
 KV0198
 KV0198.The orthometric height was determined by differential leveling and
 KV0198.adjusted by the NATIONAL GEODETIC SURVEY
 KV0198.in June 1991.
 KV0198
 KV0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0198.GEOID18 height accuracy estimate available here.
 KV0198
 KV0198.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK624872(NAD 83)
 KV0198
 KV0198                          SUPERSEDED SURVEY CONTROL
 KV0198
 KV0198  NGVD 29 (04/16/92)    6.705  (m)           22.00   (f) ADJUSTED    1 2
 KV0198  NGVD 29 (??/??/87)    6.738  (m)           22.11   (f) SUPERSEDED  1 2
 KV0198
 KV0198.Superseded values are not recommended for survey control.
 KV0198
 KV0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0198.See file dsdata.pdf to determine how the superseded data were derived.
 KV0198
 KV0198_MARKER: DB = BENCH MARK DISK
 KV0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0198_SP_SET: BUILDING
 KV0198_STAMPING: C 37 1952
 KV0198_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0261 ***********************************************************************
 KV0261  DESIGNATION -  C 38
 KV0261  PID         -  KV0261
 KV0261  STATE/COUNTY-  NJ/ESSEX
 KV0261  COUNTRY     -  US
 KV0261  USGS QUAD   -  JERSEY CITY (2019)
 KV0261
 KV0261                         *CURRENT SURVEY CONTROL
 KV0261  ______________________________________________________________________
 KV0261* NAD 83(1986) POSITION- 40 44 00.     (N) 074 07 16.     (W)   SCALED
 KV0261* NAVD 88 ORTHO HEIGHT -     3.941 (meters)       12.93  (feet) ADJUSTED
 KV0261  ______________________________________________________________________
 KV0261  GEOID HEIGHT    -        -32.172 (meters)                     GEOID18
 KV0261  DYNAMIC HEIGHT  -          3.940 (meters)       12.93  (feet) COMP
 KV0261  MODELED GRAVITY -    980,232.2   (mgal)                       NAVD 88
 KV0261
 KV0261  VERT ORDER      -  FIRST     CLASS I
 KV0261
 KV0261.The horizontal coordinates were scaled from a map and have
 KV0261.an estimated accuracy of +/- 6 seconds.
 KV0261
 KV0261.The orthometric height was determined by differential leveling and
 KV0261.adjusted by the NATIONAL GEODETIC SURVEY
 KV0261.in June 1991.
 KV0261
 KV0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0261.GEOID18 height accuracy estimate available here.
 KV0261
 KV0261.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL742095(NAD 83)
 KV0261
 KV0261                          SUPERSEDED SURVEY CONTROL
 KV0261
 KV0261  NGVD 29 (04/16/92)    4.289  (m)           14.07   (f) ADJUSTED    1 1
 KV0261  NGVD 29 (??/??/87)    4.289  (m)           14.07   (f) SUPERSEDED  1 1
 KV0261
 KV0261.Superseded values are not recommended for survey control.
 KV0261
 KV0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0261.See file dsdata.pdf to determine how the superseded data were derived.
 KV0261
 KV0261_MARKER: DB = BENCH MARK DISK
 KV0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0261_SP_SET: ABUTMENT
 KV0261_STAMPING: C 38 1952
 KV0261_MARK LOGO: CGS
 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  HISTORY     - 20070406 MARK NOT FOUND   GEOCAC
 KV0261  HISTORY     - 20090616 POOR             INDIV
 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.
 KV0261
 KV0261                          STATION RECOVERY (2007)
 KV0261
 KV0261'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0261'STATE HIGHWAY IS NOW DESIGNATED AS US HIGHWAY 1 AND 9 TRUCK ROUTE.
 KV0261'THE STATION WAS NOT EVIDENT IN THE SOUTHWEST FACE OF THE NORTHWEST
 KV0261'ABUTMENT.
 KV0261
 KV0261                          STATION RECOVERY (2009)
 KV0261
 KV0261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DJP)
 KV0261'C 38 APPARANTLY HAS BEEN REPLACED.  THE STAMPING ON THE DISC READS
 KV0261'C-38 RESET 1987.  THERE IS NO ELEVATION ON FILE FOR THIS NEW MARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0690 ***********************************************************************
 LY0690  DESIGNATION -  C 4
 LY0690  PID         -  LY0690
 LY0690  STATE/COUNTY-  NJ/SUSSEX
 LY0690  COUNTRY     -  US
 LY0690  USGS QUAD   -  FRANKLIN (2019)
 LY0690
 LY0690                         *CURRENT SURVEY CONTROL
 LY0690  ______________________________________________________________________
 LY0690* NAD 83(1986) POSITION- 41 06 50.     (N) 074 35 27.     (W)   SCALED
 LY0690* NAVD 88 ORTHO HEIGHT -   158.771 (meters)      520.90  (feet) ADJUSTED
 LY0690  ______________________________________________________________________
 LY0690  GEOID HEIGHT    -        -32.497 (meters)                     GEOID18
 LY0690  DYNAMIC HEIGHT  -        158.702 (meters)      520.67  (feet) COMP
 LY0690  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 LY0690
 LY0690  VERT ORDER      -  FIRST     CLASS II
 LY0690
 LY0690.The horizontal coordinates were scaled from a map and have
 LY0690.an estimated accuracy of +/- 6 seconds.
 LY0690
 LY0690.The orthometric height was determined by differential leveling and
 LY0690.adjusted by the NATIONAL GEODETIC SURVEY
 LY0690.in June 1991.
 LY0690
 LY0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0690.GEOID18 height accuracy estimate available here.
 LY0690
 LY0690.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343514(NAD 83)
 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
 LY0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0690.See file dsdata.pdf to determine how the superseded data were derived.
 LY0690
 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             CGS
 LY0690  HISTORY     - 20060920 MARK NOT FOUND   AASCO
 LY0690
 LY0690                          STATION DESCRIPTION
 LY0690
 LY0690'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU0291 ***********************************************************************
 JU0291  DESIGNATION -  C 4
 JU0291  PID         -  JU0291
 JU0291  STATE/COUNTY-  NJ/ATLANTIC
 JU0291  COUNTRY     -  US
 JU0291  USGS QUAD   -  OCEANVILLE (2019)
 JU0291
 JU0291                         *CURRENT SURVEY CONTROL
 JU0291  ______________________________________________________________________
 JU0291* NAD 83(1986) POSITION- 39 23 52.     (N) 074 29 49.     (W)   SCALED
 JU0291* NAVD 88 ORTHO HEIGHT -     2.207 (meters)        7.24  (feet) ADJUSTED
 JU0291  ______________________________________________________________________
 JU0291  GEOID HEIGHT    -        -34.184 (meters)                     GEOID18
 JU0291  DYNAMIC HEIGHT  -          2.206 (meters)        7.24  (feet) COMP
 JU0291  MODELED GRAVITY -    980,115.0   (mgal)                       NAVD 88
 JU0291
 JU0291  VERT ORDER      -  FIRST     CLASS I
 JU0291
 JU0291.The horizontal coordinates were scaled from a map and have
 JU0291.an estimated accuracy of +/- 6 seconds.
 JU0291
 JU0291.The orthometric height was determined by differential leveling and
 JU0291.adjusted by the NATIONAL GEODETIC SURVEY
 JU0291.in June 1991.
 JU0291
 JU0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0291.GEOID18 height accuracy estimate available here.
 JU0291
 JU0291.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ433610(NAD 83)
 JU0291
 JU0291                          SUPERSEDED SURVEY CONTROL
 JU0291
 JU0291  NGVD 29 (01/10/92)    2.603  (m)            8.54   (f) ADJUSTED    1 1
 JU0291  NGVD 29 (??/??/87)    2.603  (m)            8.54   (f) SUPERSEDED  1 1
 JU0291
 JU0291.Superseded values are not recommended for survey control.
 JU0291
 JU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0291.See file dsdata.pdf to determine how the superseded data were derived.
 JU0291
 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_MARK LOGO: CGS
 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  HISTORY     - 20191204 GOOD             NJGS
 JU0291
 JU0291                          STATION DESCRIPTION
 JU0291
 JU0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0291'1.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM
 JU0291'THE STATION AT ABSECON, AT THE UNDERPASS UNDER DELILAH ROAD, SET ON
 JU0291'TOP OF THE SOUTHEAST END OF A ABANDONED CONCRETE FOUNDATION DIRECTLY
 JU0291'IN LINE WITH CENTER SUPPORTS OF UNDERPASS, 19 FEET NORTHEAST OF
 JU0291'NORTHEAST RAIL, 12 FEET SOUTHWEST OF A TELEPHONE POLE, AND ABOUT LEVEL
 JU0291'WITH TRACK.  NOTE-THIS BENCH MARK WAS SUPPOSED TO HAVE BEEN DESTROYED
 JU0291'AFTER THE ESTABLISHMENT OF BENCH MARK C 4 RESET 1935, ALTHOUGH IT WAS
 JU0291'RECOVERED THIS DATE IN GOOD CONDITION.
 JU0291
 JU0291                          STATION RECOVERY (1979)
 JU0291
 JU0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0291'RECOVERED IN GOOD CONDITION.
 JU0291
 JU0291                          STATION RECOVERY (2019)
 JU0291
 JU0291'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU0291'LOCATED NEAR RAILROAD TRACK, NEED PERMISSION TO ACCESS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1628 ***********************************************************************
 KU1628  DESIGNATION -  C 40
 KU1628  PID         -  KU1628
 KU1628  STATE/COUNTY-  NJ/BERGEN
 KU1628  COUNTRY     -  US
 KU1628  USGS QUAD   -  YONKERS (2019)
 KU1628
 KU1628                         *CURRENT SURVEY CONTROL
 KU1628  ______________________________________________________________________
 KU1628* NAD 83(1986) POSITION- 40 56 22.7    (N) 073 55 18.2    (W)   HD_HELD2
 KU1628* NAVD 88 ORTHO HEIGHT -    34.130 (meters)      111.97  (feet) ADJUSTED
 KU1628  ______________________________________________________________________
 KU1628  GEOID HEIGHT    -        -31.394 (meters)                     GEOID18
 KU1628  DYNAMIC HEIGHT  -         34.118 (meters)      111.94  (feet) COMP
 KU1628  MODELED GRAVITY -    980,261.3   (mgal)                       NAVD 88
 KU1628
 KU1628  VERT ORDER      -  SECOND    CLASS 0
 KU1628
 KU1628.The horizontal coordinates were established by autonomous hand held GPS
 KU1628.observations and have an estimated accuracy of +/- 10 meters.
 KU1628
 KU1628.The orthometric height was determined by differential leveling and
 KU1628.adjusted by the NATIONAL GEODETIC SURVEY
 KU1628.in June 1991.
 KU1628
 KU1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1628.GEOID18 height accuracy estimate available here.
 KU1628
 KU1628.Click photographs - Photos may exist for this station.
 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       -   234,006.      198,693.      MT  (+/- 10 meters HH2 GPS)
 KU1628
 KU1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9076832616(NAD 83)
 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
 KU1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1628.See file dsdata.pdf to determine how the superseded data were derived.
 KU1628
 KU1628_MARKER: DB = BENCH MARK DISK
 KU1628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU1628_SP_SET: ROCK WALL
 KU1628_STAMPING: C 40 1956
 KU1628_MARK LOGO: CGS
 KU1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1628+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0506 ***********************************************************************
 KV0506  DESIGNATION -  C 41
 KV0506  PID         -  KV0506
 KV0506  STATE/COUNTY-  NJ/BERGEN
 KV0506  COUNTRY     -  US
 KV0506  USGS QUAD   -  WEEHAWKEN (2016)
 KV0506
 KV0506                         *CURRENT SURVEY CONTROL
 KV0506  ______________________________________________________________________
 KV0506* NAD 83(1986) POSITION- 40 50 34.     (N) 074 00 05.     (W)   SCALED
 KV0506* NAVD 88 ORTHO HEIGHT -    24.444 (meters)       80.20  (feet) ADJUSTED
 KV0506  ______________________________________________________________________
 KV0506  GEOID HEIGHT    -        -31.720 (meters)                     GEOID18
 KV0506  DYNAMIC HEIGHT  -         24.435 (meters)       80.17  (feet) COMP
 KV0506  MODELED GRAVITY -    980,241.5   (mgal)                       NAVD 88
 KV0506
 KV0506  VERT ORDER      -  SECOND    CLASS 0
 KV0506
 KV0506.The horizontal coordinates were scaled from a map and have
 KV0506.an estimated accuracy of +/- 6 seconds.
 KV0506
 KV0506.The orthometric height was determined by differential leveling and
 KV0506.adjusted by the NATIONAL GEODETIC SURVEY
 KV0506.in June 1991.
 KV0506
 KV0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0506.GEOID18 height accuracy estimate available here.
 KV0506
 KV0506.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL841217(NAD 83)
 KV0506
 KV0506                          SUPERSEDED SURVEY CONTROL
 KV0506
 KV0506  NGVD 29 (11/26/84)   24.747  (m)           81.19   (f) ADJUSTED    2 0
 KV0506
 KV0506.Superseded values are not recommended for survey control.
 KV0506
 KV0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0506.See file dsdata.pdf to determine how the superseded data were derived.
 KV0506
 KV0506_MARKER: DB = BENCH MARK DISK
 KV0506_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0506_SP_SET: WALKWAY
 KV0506_STAMPING: C 41 1956
 KV0506_MARK LOGO: CGS
 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  HISTORY     - 20161121 MARK NOT FOUND   PBCONS
 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.
 KV0506
 KV0506                          STATION RECOVERY (2016)
 KV0506
 KV0506'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2016 (MJB)
 KV0506'ALL CORNERS HAVE BEEN REPLACED WITH ADA COMPLIANT RAMPS. COULD NOT
 KV0506'FIND EXISTING BM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0687 ***********************************************************************
 LY0687  DESIGNATION -  C 5
 LY0687  PID         -  LY0687
 LY0687  STATE/COUNTY-  NJ/SUSSEX
 LY0687  COUNTRY     -  US
 LY0687  USGS QUAD   -  FRANKLIN (2019)
 LY0687
 LY0687                         *CURRENT SURVEY CONTROL
 LY0687  ______________________________________________________________________
 LY0687* NAD 83(1986) POSITION- 41 06 43.     (N) 074 35 25.     (W)   SCALED
 LY0687* NAVD 88 ORTHO HEIGHT -   158.826 (meters)      521.08  (feet) ADJUSTED
 LY0687  ______________________________________________________________________
 LY0687  GEOID HEIGHT    -        -32.497 (meters)                     GEOID18
 LY0687  DYNAMIC HEIGHT  -        158.757 (meters)      520.86  (feet) COMP
 LY0687  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 LY0687
 LY0687  VERT ORDER      -  FIRST     CLASS II
 LY0687
 LY0687.The horizontal coordinates were scaled from a map and have
 LY0687.an estimated accuracy of +/- 6 seconds.
 LY0687
 LY0687.The orthometric height was determined by differential leveling and
 LY0687.adjusted by the NATIONAL GEODETIC SURVEY
 LY0687.in June 1991.
 LY0687
 LY0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0687.GEOID18 height accuracy estimate available here.
 LY0687
 LY0687.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343512(NAD 83)
 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
 LY0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0687.See file dsdata.pdf to determine how the superseded data were derived.
 LY0687
 LY0687_MARKER: R = RIVET
 LY0687_SETTING: 7 = 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             CGS
 LY0687  HISTORY     - 20060920 MARK NOT FOUND   AASCO
 LY0687
 LY0687                          STATION DESCRIPTION
 LY0687
 LY0687'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0626 ***********************************************************************
 KV0626  DESIGNATION -  C 53
 KV0626  PID         -  KV0626
 KV0626  STATE/COUNTY-  NJ/MIDDLESEX
 KV0626  COUNTRY     -  US
 KV0626  USGS QUAD   -  PLAINFIELD (2019)
 KV0626
 KV0626                         *CURRENT SURVEY CONTROL
 KV0626  ______________________________________________________________________
 KV0626* NAD 83(1986) POSITION- 40 30 15.     (N) 074 25 05.     (W)   SCALED
 KV0626* NAVD 88 ORTHO HEIGHT -    28.763 (meters)       94.37  (feet) ADJUSTED
 KV0626  ______________________________________________________________________
 KV0626  GEOID HEIGHT    -        -32.857 (meters)                     GEOID18
 KV0626  DYNAMIC HEIGHT  -         28.751 (meters)       94.33  (feet) COMP
 KV0626  MODELED GRAVITY -    980,195.6   (mgal)                       NAVD 88
 KV0626
 KV0626  VERT ORDER      -  SECOND    CLASS 0
 KV0626
 KV0626.The horizontal coordinates were scaled from a map and have
 KV0626.an estimated accuracy of +/- 6 seconds.
 KV0626
 KV0626.The orthometric height was determined by differential leveling and
 KV0626.adjusted by the NATIONAL GEODETIC SURVEY
 KV0626.in June 1991.
 KV0626
 KV0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0626.GEOID18 height accuracy estimate available here.
 KV0626
 KV0626.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK493838(NAD 83)
 KV0626
 KV0626                          SUPERSEDED SURVEY CONTROL
 KV0626
 KV0626  NGVD 29 (04/16/92)   29.058  (m)           95.33   (f) ADJUSTED    2 0
 KV0626  NGVD 29 (??/??/87)   29.096  (m)           95.46   (f) SUPERSEDED  2 0
 KV0626
 KV0626.Superseded values are not recommended for survey control.
 KV0626
 KV0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0626.See file dsdata.pdf to determine how the superseded data were derived.
 KV0626
 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  HISTORY     - 20220211 MARK NOT FOUND   NJGS
 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.
 KV0626
 KV0626                          STATION RECOVERY (2022)
 KV0626
 KV0626'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JBV)
 KV0626'THIS STATION WAS SUPPOSED TO BE AT THE NORTHWEST CORNER OF THE
 KV0626'INTERSECTION OF RARITAN AVENUE AND AMHURST STREET.  AS PER THE OLD
 KV0626'DESCRIPTION IT WAS IN A DRILL HOLE IN THE CURB, HOWEVER THERE WAS NO
 KV0626'EVIDENCE OF THE MARK.  THE SCALED GPS COORDINATES WERE USED TO LOCATE
 KV0626'THE MARK BUT THEY LANDED IN THE MIDDLE OF THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0893 ***********************************************************************
 KV0893  DESIGNATION -  C 54
 KV0893  PID         -  KV0893
 KV0893  STATE/COUNTY-  NJ/MONMOUTH
 KV0893  COUNTRY     -  US
 KV0893  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0893
 KV0893                         *CURRENT SURVEY CONTROL
 KV0893  ______________________________________________________________________
 KV0893* NAD 83(1986) POSITION- 40 19 24.     (N) 074 01 05.     (W)   SCALED
 KV0893* NAVD 88 ORTHO HEIGHT -     1.018 (meters)        3.34  (feet) ADJUSTED
 KV0893  ______________________________________________________________________
 KV0893  GEOID HEIGHT    -        -32.647 (meters)                     GEOID18
 KV0893  DYNAMIC HEIGHT  -          1.017 (meters)        3.34  (feet) COMP
 KV0893  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 KV0893
 KV0893  VERT ORDER      -  SECOND    CLASS 0
 KV0893
 KV0893.The horizontal coordinates were scaled from a map and have
 KV0893.an estimated accuracy of +/- 6 seconds.
 KV0893
 KV0893.The orthometric height was determined by differential leveling and
 KV0893.adjusted by the NATIONAL GEODETIC SURVEY
 KV0893.in June 1991.
 KV0893
 KV0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0893.GEOID18 height accuracy estimate available here.
 KV0893
 KV0893.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK834641(NAD 83)
 KV0893
 KV0893                          SUPERSEDED SURVEY CONTROL
 KV0893
 KV0893  NGVD 29 (04/16/92)    1.339  (m)            4.39   (f) ADJUSTED    2 0
 KV0893  NGVD 29 (??/??/87)    1.382  (m)            4.53   (f) SUPERSEDED  2 0
 KV0893
 KV0893.Superseded values are not recommended for survey control.
 KV0893
 KV0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0893.See file dsdata.pdf to determine how the superseded data were derived.
 KV0893
 KV0893_STAMPING: C 54 1961
 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  HISTORY     - 20171106 MARK NOT FOUND   NJGS
 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.
 KV0893
 KV0893                          STATION RECOVERY (2017)
 KV0893
 KV0893'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 KV0893'THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0129 ***********************************************************************
 JU0129  DESIGNATION -  C 55
 JU0129  PID         -  JU0129
 JU0129  STATE/COUNTY-  NJ/OCEAN
 JU0129  COUNTRY     -  US
 JU0129  USGS QUAD   -  TUCKERTON (2019)
 JU0129
 JU0129                         *CURRENT SURVEY CONTROL
 JU0129  ______________________________________________________________________
 JU0129* NAD 83(1986) POSITION- 39 35 54.     (N) 074 15 43.     (W)   SCALED
 JU0129* NAVD 88 ORTHO HEIGHT -     0.451 (meters)        1.48  (feet) ADJUSTED
 JU0129  ______________________________________________________________________
 JU0129  GEOID HEIGHT    -        -33.626 (meters)                     GEOID18
 JU0129  DYNAMIC HEIGHT  -          0.451 (meters)        1.48  (feet) COMP
 JU0129  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 JU0129
 JU0129  VERT ORDER      -  SECOND    CLASS 0
 JU0129
 JU0129.The horizontal coordinates were scaled from a map and have
 JU0129.an estimated accuracy of +/- 6 seconds.
 JU0129
 JU0129.The orthometric height was determined by differential leveling and
 JU0129.adjusted by the NATIONAL GEODETIC SURVEY
 JU0129.in June 1991.
 JU0129
 JU0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0129.GEOID18 height accuracy estimate available here.
 JU0129
 JU0129.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ633834(NAD 83)
 JU0129
 JU0129                          SUPERSEDED SURVEY CONTROL
 JU0129
 JU0129  NGVD 29 (11/26/84)    0.983  (m)            3.23   (f) ADJUSTED    2 0
 JU0129
 JU0129.Superseded values are not recommended for survey control.
 JU0129
 JU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0129.See file dsdata.pdf to determine how the superseded data were derived.
 JU0129
 JU0129_MARKER: DB = BENCH MARK DISK
 JU0129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU0129_STAMPING: C 55 1961
 JU0129_MARK LOGO: CGS
 JU0129_PROJECTION: PROJECTING
 JU0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU0308 ***********************************************************************
 JU0308  DESIGNATION -  C 56
 JU0308  PID         -  JU0308
 JU0308  STATE/COUNTY-  NJ/ATLANTIC
 JU0308  COUNTRY     -  US
 JU0308  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0308
 JU0308                         *CURRENT SURVEY CONTROL
 JU0308  ______________________________________________________________________
 JU0308* NAD 83(1986) POSITION- 39 21 25.     (N) 074 27 32.     (W)   SCALED
 JU0308* NAVD 88 ORTHO HEIGHT -     2.738 (meters)        8.98  (feet) ADJUSTED
 JU0308  ______________________________________________________________________
 JU0308  GEOID HEIGHT    -        -34.411 (meters)                     GEOID18
 JU0308  DYNAMIC HEIGHT  -          2.736 (meters)        8.98  (feet) COMP
 JU0308  MODELED GRAVITY -    980,107.0   (mgal)                       NAVD 88
 JU0308
 JU0308  VERT ORDER      -  FIRST     CLASS I
 JU0308
 JU0308.The horizontal coordinates were scaled from a map and have
 JU0308.an estimated accuracy of +/- 6 seconds.
 JU0308
 JU0308.The orthometric height was determined by differential leveling and
 JU0308.adjusted by the NATIONAL GEODETIC SURVEY
 JU0308.in June 1991.
 JU0308
 JU0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0308.GEOID18 height accuracy estimate available here.
 JU0308
 JU0308.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ466565(NAD 83)
 JU0308
 JU0308                          SUPERSEDED SURVEY CONTROL
 JU0308
 JU0308  NGVD 29 (04/16/92)    3.144  (m)           10.31   (f) ADJUSTED    1 1
 JU0308  NGVD 29 (??/??/87)    3.138  (m)           10.30   (f) SUPERSEDED  1 1
 JU0308
 JU0308.Superseded values are not recommended for survey control.
 JU0308
 JU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0308.See file dsdata.pdf to determine how the superseded data were derived.
 JU0308
 JU0308_MARKER: DB = BENCH MARK DISK
 JU0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0308_SP_SET: SQUARE PILLAR
 JU0308_STAMPING: C 56 1961
 JU0308_MARK LOGO: CGS
 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  HISTORY     - 20180814 MARK NOT FOUND   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.
 JU0308
 JU0308                          STATION RECOVERY (2018)
 JU0308
 JU0308'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 JU0308'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2144 ***********************************************************************
 JU2144  DESIGNATION -  C 57
 JU2144  PID         -  JU2144
 JU2144  STATE/COUNTY-  NJ/ATLANTIC
 JU2144  COUNTRY     -  US
 JU2144  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU2144
 JU2144                         *CURRENT SURVEY CONTROL
 JU2144  ______________________________________________________________________
 JU2144* NAD 83(1986) POSITION- 39 32 51.8    (N) 074 40 30.0    (W)   HD_HELD2
 JU2144* NAVD 88 ORTHO HEIGHT -    20.238 (meters)       66.40  (feet) ADJUSTED
 JU2144  ______________________________________________________________________
 JU2144  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 JU2144  DYNAMIC HEIGHT  -         20.228 (meters)       66.36  (feet) COMP
 JU2144  MODELED GRAVITY -    980,132.2   (mgal)                       NAVD 88
 JU2144
 JU2144  VERT ORDER      -  FIRST     CLASS I
 JU2144
 JU2144.The horizontal coordinates were established by autonomous hand held GPS
 JU2144.observations and have an estimated accuracy of +/- 10 meters.
 JU2144
 JU2144.The orthometric height was determined by differential leveling and
 JU2144.adjusted by the NATIONAL GEODETIC SURVEY
 JU2144.in May 2011.
 JU2144
 JU2144.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2144.GEOID18 height accuracy estimate available here.
 JU2144
 JU2144.Click photographs - Photos may exist for this station.
 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       -    79,318.      134,959.      MT  (+/- 10 meters HH2 GPS)
 JU2144
 JU2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2792477611(NAD 83)
 JU2144
 JU2144                          SUPERSEDED SURVEY CONTROL
 JU2144
 JU2144  NAVD 88 (06/15/91)   20.245  (m)           66.42   (f) SUPERSEDED  1 1
 JU2144  NGVD 29 (11/26/84)   20.619  (m)           67.65   (f) ADJUSTED    1 1
 JU2144
 JU2144.Superseded values are not recommended for survey control.
 JU2144
 JU2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2144.See file dsdata.pdf to determine how the superseded data were derived.
 JU2144
 JU2144_MARKER: DB = BENCH MARK DISK
 JU2144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2144_SP_SET: CULVERT
 JU2144_STAMPING: C 57 1961
 JU2144_MARK LOGO: CGS
 JU2144_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2144+STABILITY: SURFACE MOTION
 JU2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2144+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 JU2144
 JU2144  HISTORY     - Date     Condition        Report By
 JU2144  HISTORY     - 1961     MONUMENTED       CGS
 JU2144  HISTORY     - 1963     GOOD             CGS
 JU2144  HISTORY     - 20070817 GOOD             NJGS
 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.
 JU2144
 JU2144                          STATION RECOVERY (2007)
 JU2144
 JU2144'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (ECB)
 JU2144'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS AT MILEPOST 39.24
 JU2144'EASTBOUND FOR US HIGHWAY 30.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0409 ***********************************************************************
 JU0409  DESIGNATION -  C 58
 JU0409  PID         -  JU0409
 JU0409  STATE/COUNTY-  NJ/CAPE MAY
 JU0409  COUNTRY     -  US
 JU0409  USGS QUAD   -  WOODBINE (2019)
 JU0409
 JU0409                         *CURRENT SURVEY CONTROL
 JU0409  ______________________________________________________________________
 JU0409* NAD 83(1986) POSITION- 39 09 27.     (N) 074 45 13.     (W)   SCALED
 JU0409* NAVD 88 ORTHO HEIGHT -     3.927 (meters)       12.88  (feet) ADJUSTED
 JU0409  ______________________________________________________________________
 JU0409  GEOID HEIGHT    -        -34.964 (meters)                     GEOID18
 JU0409  DYNAMIC HEIGHT  -          3.924 (meters)       12.87  (feet) COMP
 JU0409  MODELED GRAVITY -    980,076.8   (mgal)                       NAVD 88
 JU0409
 JU0409  VERT ORDER      -  FIRST     CLASS II
 JU0409
 JU0409.The horizontal coordinates were scaled from a map and have
 JU0409.an estimated accuracy of +/- 6 seconds.
 JU0409
 JU0409.The orthometric height was determined by differential leveling and
 JU0409.adjusted by the NATIONAL GEODETIC SURVEY
 JU0409.in June 1991.
 JU0409
 JU0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0409.GEOID18 height accuracy estimate available here.
 JU0409
 JU0409.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ212342(NAD 83)
 JU0409
 JU0409                          SUPERSEDED SURVEY CONTROL
 JU0409
 JU0409  NGVD 29 (04/16/92)    4.312  (m)           14.15   (f) ADJUSTED    1 2
 JU0409  NGVD 29 (01/10/92)    4.312  (m)           14.15   (f) SUPERSEDED  1 2
 JU0409  NGVD 29 (??/??/87)    4.312  (m)           14.15   (f) SUPERSEDED  1 2
 JU0409
 JU0409.Superseded values are not recommended for survey control.
 JU0409
 JU0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0409.See file dsdata.pdf to determine how the superseded data were derived.
 JU0409
 JU0409_MARKER: DB = BENCH MARK DISK
 JU0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0409_STAMPING: C 58 1961
 JU0409_MARK LOGO: CGS
 JU0409_PROJECTION: FLUSH
 JU0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0409+STABILITY: SURFACE MOTION
 JU0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0409+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 JU0409
 JU0409  HISTORY     - Date     Condition        Report By
 JU0409  HISTORY     - 1961     MONUMENTED       CGS
 JU0409  HISTORY     - 1979     GOOD             NGS
 JU0409  HISTORY     - 20200507 GOOD             NJGS
 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.
 JU0409
 JU0409                          STATION RECOVERY (2020)
 JU0409
 JU0409'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU0409'THE MARK IS 4.6 FT (1.4 M) EAST OF A WITNESS POST AND 21 FT (6.4 M)
 JU0409'WEST OF UTILITY POLE NUMBER 171.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU1002 ***********************************************************************
 JU1002  DESIGNATION -  C 59
 JU1002  PID         -  JU1002
 JU1002  STATE/COUNTY-  NJ/CUMBERLAND
 JU1002  COUNTRY     -  US
 JU1002  USGS QUAD   -  CEDARVILLE (2019)
 JU1002
 JU1002                         *CURRENT SURVEY CONTROL
 JU1002  ______________________________________________________________________
 JU1002* NAD 83(1986) POSITION- 39 19 16.     (N) 075 09 21.     (W)   SCALED
 JU1002* NAVD 88 ORTHO HEIGHT -    15.281 (meters)       50.13  (feet) ADJUSTED
 JU1002  ______________________________________________________________________
 JU1002  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 JU1002  DYNAMIC HEIGHT  -         15.273 (meters)       50.11  (feet) COMP
 JU1002  MODELED GRAVITY -    980,111.6   (mgal)                       NAVD 88
 JU1002
 JU1002  VERT ORDER      -  SECOND    CLASS 0
 JU1002
 JU1002.The horizontal coordinates were scaled from a map and have
 JU1002.an estimated accuracy of +/- 6 seconds.
 JU1002
 JU1002.The orthometric height was determined by differential leveling and
 JU1002.adjusted by the NATIONAL GEODETIC SURVEY
 JU1002.in June 1991.
 JU1002
 JU1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1002.GEOID18 height accuracy estimate available here.
 JU1002
 JU1002.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ865524(NAD 83)
 JU1002
 JU1002                          SUPERSEDED SURVEY CONTROL
 JU1002
 JU1002  NGVD 29 (04/16/92)   15.611  (m)           51.22   (f) ADJUSTED    2 0
 JU1002  NGVD 29 (??/??/87)   15.681  (m)           51.45   (f) SUPERSEDED  2 0
 JU1002
 JU1002.Superseded values are not recommended for survey control.
 JU1002
 JU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1002.See file dsdata.pdf to determine how the superseded data were derived.
 JU1002
 JU1002_MARKER: DB = BENCH MARK DISK
 JU1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1002_STAMPING: C 59 1961
 JU1002_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0841 ***********************************************************************
 KV0841  DESIGNATION -  C 6
 KV0841  PID         -  KV0841
 KV0841  STATE/COUNTY-  NJ/OCEAN
 KV0841  COUNTRY     -  US
 KV0841  USGS QUAD   -  POINT PLEASANT (2019)
 KV0841
 KV0841                         *CURRENT SURVEY CONTROL
 KV0841  ______________________________________________________________________
 KV0841* NAD 83(1986) POSITION- 40 04 18.     (N) 074 02 46.     (W)   SCALED
 KV0841* NAVD 88 ORTHO HEIGHT -     1.164 (meters)        3.82  (feet) ADJUSTED
 KV0841  ______________________________________________________________________
 KV0841  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 KV0841  DYNAMIC HEIGHT  -          1.164 (meters)        3.82  (feet) COMP
 KV0841  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 KV0841
 KV0841  VERT ORDER      -  FIRST     CLASS I
 KV0841
 KV0841.The horizontal coordinates were scaled from a map and have
 KV0841.an estimated accuracy of +/- 6 seconds.
 KV0841
 KV0841.The orthometric height was determined by differential leveling and
 KV0841.adjusted by the NATIONAL GEODETIC SURVEY
 KV0841.in June 1991.
 KV0841
 KV0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0841.GEOID18 height accuracy estimate available here.
 KV0841
 KV0841.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK813361(NAD 83)
 KV0841
 KV0841                          SUPERSEDED SURVEY CONTROL
 KV0841
 KV0841  NGVD 29 (04/16/92)    1.501  (m)            4.92   (f) ADJUSTED    1 1
 KV0841  NGVD 29 (??/??/87)    1.552  (m)            5.09   (f) SUPERSEDED  1 1
 KV0841
 KV0841.Superseded values are not recommended for survey control.
 KV0841
 KV0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0841.See file dsdata.pdf to determine how the superseded data were derived.
 KV0841
 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 = JULY 24, 2026 22:12:30 EDT
 LY0685 ***********************************************************************
 LY0685  DESIGNATION -  C 6
 LY0685  PID         -  LY0685
 LY0685  STATE/COUNTY-  NJ/SUSSEX
 LY0685  COUNTRY     -  US
 LY0685  USGS QUAD   -  FRANKLIN (2019)
 LY0685
 LY0685                         *CURRENT SURVEY CONTROL
 LY0685  ______________________________________________________________________
 LY0685* NAD 83(1986) POSITION- 41 06 38.     (N) 074 35 27.     (W)   SCALED
 LY0685* NAVD 88 ORTHO HEIGHT -   170.162 (meters)      558.27  (feet) ADJUSTED
 LY0685  ______________________________________________________________________
 LY0685  GEOID HEIGHT    -        -32.499 (meters)                     GEOID18
 LY0685  DYNAMIC HEIGHT  -        170.088 (meters)      558.03  (feet) COMP
 LY0685  MODELED GRAVITY -    980,185.4   (mgal)                       NAVD 88
 LY0685
 LY0685  VERT ORDER      -  FIRST     CLASS II
 LY0685
 LY0685.The horizontal coordinates were scaled from a map and have
 LY0685.an estimated accuracy of +/- 6 seconds.
 LY0685
 LY0685.The orthometric height was determined by differential leveling and
 LY0685.adjusted by the NATIONAL GEODETIC SURVEY
 LY0685.in June 1991.
 LY0685
 LY0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0685.GEOID18 height accuracy estimate available here.
 LY0685
 LY0685.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343511(NAD 83)
 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
 LY0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0685.See file dsdata.pdf to determine how the superseded data were derived.
 LY0685
 LY0685_MARKER: R = RIVET
 LY0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0685_MARK LOGO: NJZINC
 LY0685_PROJECTION: FLUSH
 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             CGS
 LY0685
 LY0685                          STATION DESCRIPTION
 LY0685
 LY0685'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0471 ***********************************************************************
 KV0471  DESIGNATION -  C 62 RESET
 KV0471  PID         -  KV0471
 KV0471  STATE/COUNTY-  NJ/BERGEN
 KV0471  COUNTRY     -  US
 KV0471  USGS QUAD   -  WEEHAWKEN (2016)
 KV0471
 KV0471                         *CURRENT SURVEY CONTROL
 KV0471  ______________________________________________________________________
 KV0471* NAD 83(1986) POSITION- 40 49 35.     (N) 074 03 23.     (W)   SCALED
 KV0471* NAVD 88 ORTHO HEIGHT -     4.65  (meters)       15.3   (feet) RESET
 KV0471  ______________________________________________________________________
 KV0471  GEOID HEIGHT    -        -31.934 (meters)                     GEOID18
 KV0471  VERT ORDER      -  THIRD
 KV0471
 KV0471.The horizontal coordinates were scaled from a map and have
 KV0471.an estimated accuracy of +/- 6 seconds.
 KV0471
 KV0471.The orthometric height was computed from unverified reset data.
 KV0471
 KV0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0471.GEOID18 height accuracy estimate available here.
 KV0471
 KV0471.Click photographs - Photos may exist for this station.
 KV0471
 KV0471;                    North         East    Units  Estimated Accuracy
 KV0471;SPC NJ       -   221,360.      187,420.      MT  (+/- 180 meters Scaled)
 KV0471
 KV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL795199(NAD 83)
 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
 KV0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0471.See file dsdata.pdf to determine how the superseded data were derived.
 KV0471
 KV0471_MARKER: DB = BENCH MARK DISK
 KV0471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0471_SP_SET: CULVERT HEADWALL
 KV0471_STAMPING: C 62 RESET 1963
 KV0471_MARK LOGO: CGS
 KV0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0471+STABILITY: SURFACE MOTION
 KV0471
 KV0471  HISTORY     - Date     Condition        Report By
 KV0471  HISTORY     - 1963     MONUMENTED       CGS
 KV0471  HISTORY     - 19920218 MARK NOT FOUND   NJGS
 KV0471  HISTORY     - 20070408 MARK NOT FOUND   GEOCAC
 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.
 KV0471
 KV0471                          STATION RECOVERY (2007)
 KV0471
 KV0471'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0471'WASHINGTON AVENUE HAS BEEN REBUILT SINCE 1963.  WE PACED OFF 96 YARDS
 KV0471'SOUTHWEST OF KERO ROAD, AND LOCATED WHAT APPEARS TO BE A CONCRETE
 KV0471'HEADWALL.  DISK NOT LOCATED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0713 ***********************************************************************
 JU0713  DESIGNATION -  C 63
 JU0713  PID         -  JU0713
 JU0713  STATE/COUNTY-  NJ/CAMDEN
 JU0713  COUNTRY     -  US
 JU0713  USGS QUAD   -  RUNNEMEDE (2019)
 JU0713
 JU0713                         *CURRENT SURVEY CONTROL
 JU0713  ______________________________________________________________________
 JU0713* NAD 83(1986) POSITION- 39 49 19.9    (N) 075 00 19.0    (W)   HD_HELD2
 JU0713* NAVD 88 ORTHO HEIGHT -    24.803 (meters)       81.37  (feet) ADJUSTED
 JU0713  ______________________________________________________________________
 JU0713  GEOID HEIGHT    -        -32.911 (meters)                     GEOID18
 JU0713  DYNAMIC HEIGHT  -         24.792 (meters)       81.34  (feet) COMP
 JU0713  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 JU0713
 JU0713  VERT ORDER      -  FIRST     CLASS I
 JU0713
 JU0713.The horizontal coordinates were established by autonomous hand held GPS
 JU0713.observations and have an estimated accuracy of +/- 10 meters.
 JU0713
 JU0713.The orthometric height was determined by differential leveling and
 JU0713.adjusted by the NATIONAL GEODETIC SURVEY
 JU0713.in June 1991.
 JU0713
 JU0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0713.GEOID18 height accuracy estimate available here.
 JU0713
 JU0713.Click photographs - Photos may exist for this station.
 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       -   109,896.      106,745.      MT  (+/- 10 meters HH2 GPS)
 JU0713
 JU0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9954808022(NAD 83)
 JU0713
 JU0713                          SUPERSEDED SURVEY CONTROL
 JU0713
 JU0713  NGVD 29 (11/26/84)   25.156  (m)           82.53   (f) ADJUSTED    1 1
 JU0713
 JU0713.Superseded values are not recommended for survey control.
 JU0713
 JU0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0713.See file dsdata.pdf to determine how the superseded data were derived.
 JU0713
 JU0713_MARKER: DB = BENCH MARK DISK
 JU0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0713_STAMPING: C 63 1963
 JU0713_MARK LOGO: CGS
 JU0713_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 JU0713+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 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  HISTORY     - 20201202 GOOD             NJGS
 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.
 JU0713
 JU0713                          STATION RECOVERY (2020)
 JU0713
 JU0713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU0713'RECOVERED AS DESCRIBED.  NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0520 ***********************************************************************
 JU0520  DESIGNATION -  C 64
 JU0520  PID         -  JU0520
 JU0520  STATE/COUNTY-  NJ/ATLANTIC
 JU0520  COUNTRY     -  US
 JU0520  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0520
 JU0520                         *CURRENT SURVEY CONTROL
 JU0520  ______________________________________________________________________
 JU0520* NAD 83(1986) POSITION- 39 29 16.     (N) 074 35 34.     (W)   SCALED
 JU0520* NAVD 88 ORTHO HEIGHT -    18.639 (meters)       61.15  (feet) ADJUSTED
 JU0520  ______________________________________________________________________
 JU0520  GEOID HEIGHT    -        -33.790 (meters)                     GEOID18
 JU0520  DYNAMIC HEIGHT  -         18.630 (meters)       61.12  (feet) COMP
 JU0520  MODELED GRAVITY -    980,128.0   (mgal)                       NAVD 88
 JU0520
 JU0520  VERT ORDER      -  FIRST     CLASS I
 JU0520
 JU0520.The horizontal coordinates were scaled from a map and have
 JU0520.an estimated accuracy of +/- 6 seconds.
 JU0520
 JU0520.The orthometric height was determined by differential leveling and
 JU0520.adjusted by the NATIONAL GEODETIC SURVEY
 JU0520.in June 1991.
 JU0520
 JU0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0520.GEOID18 height accuracy estimate available here.
 JU0520
 JU0520.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ350709(NAD 83)
 JU0520
 JU0520                          SUPERSEDED SURVEY CONTROL
 JU0520
 JU0520  NGVD 29 (11/26/84)   19.019  (m)           62.40   (f) ADJUSTED    1 1
 JU0520
 JU0520.Superseded values are not recommended for survey control.
 JU0520
 JU0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0520.See file dsdata.pdf to determine how the superseded data were derived.
 JU0520
 JU0520_MARKER: DB = BENCH MARK DISK
 JU0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0520_STAMPING: C 64 1963
 JU0520_MARK LOGO: CGS
 JU0520_PROJECTION: PROJECTING
 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 = JULY 24, 2026 22:12:30 EDT
 JU0579 ***********************************************************************
 JU0579  DESIGNATION -  C 65
 JU0579  PID         -  JU0579
 JU0579  STATE/COUNTY-  NJ/ATLANTIC
 JU0579  COUNTRY     -  US
 JU0579  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0579
 JU0579                         *CURRENT SURVEY CONTROL
 JU0579  ______________________________________________________________________
 JU0579* NAD 83(1986) POSITION- 39 31 17.     (N) 074 38 27.     (W)   SCALED
 JU0579* NAVD 88 ORTHO HEIGHT -    17.465 (meters)       57.30  (feet) ADJUSTED
 JU0579  ______________________________________________________________________
 JU0579  GEOID HEIGHT    -        -33.717 (meters)                     GEOID18
 JU0579  DYNAMIC HEIGHT  -         17.456 (meters)       57.27  (feet) COMP
 JU0579  MODELED GRAVITY -    980,131.2   (mgal)                       NAVD 88
 JU0579
 JU0579  VERT ORDER      -  FIRST     CLASS I
 JU0579
 JU0579.The horizontal coordinates were scaled from a map and have
 JU0579.an estimated accuracy of +/- 6 seconds.
 JU0579
 JU0579.The orthometric height was determined by differential leveling and
 JU0579.adjusted by the NATIONAL GEODETIC SURVEY
 JU0579.in June 1991.
 JU0579
 JU0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0579.GEOID18 height accuracy estimate available here.
 JU0579
 JU0579.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ308746(NAD 83)
 JU0579
 JU0579                          SUPERSEDED SURVEY CONTROL
 JU0579
 JU0579  NGVD 29 (11/26/84)   17.840  (m)           58.53   (f) ADJUSTED    1 1
 JU0579
 JU0579.Superseded values are not recommended for survey control.
 JU0579
 JU0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0579.See file dsdata.pdf to determine how the superseded data were derived.
 JU0579
 JU0579_MARKER: DB = BENCH MARK DISK
 JU0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0579_STAMPING: C 65 1963
 JU0579_MARK LOGO: CGS
 JU0579_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0579_ROD/PIPE-DEPTH: 23.3 meters
 JU0579
 JU0579  HISTORY     - Date     Condition        Report By
 JU0579  HISTORY     - 1963     MONUMENTED       CGS
 JU0579  HISTORY     - 1964     GOOD             CGS
 JU0579  HISTORY     - 20070821 MARK NOT FOUND   NJGS
 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.
 JU0579
 JU0579                          STATION RECOVERY (2007)
 JU0579
 JU0579'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (EJO)
 JU0579'THE RECORDED TIES DO NOT MATCH CURRENT FEATURES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0122 ***********************************************************************
 JU0122  DESIGNATION -  C 66
 JU0122  PID         -  JU0122
 JU0122  STATE/COUNTY-  NJ/ATLANTIC
 JU0122  COUNTRY     -  US
 JU0122  USGS QUAD   -  NEW GRETNA (2019)
 JU0122
 JU0122                         *CURRENT SURVEY CONTROL
 JU0122  ______________________________________________________________________
 JU0122* NAD 83(1986) POSITION- 39 31 48.     (N) 074 27 42.     (W)   SCALED
 JU0122* NAVD 88 ORTHO HEIGHT -     1.782 (meters)        5.85  (feet) ADJUSTED
 JU0122  ______________________________________________________________________
 JU0122  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 JU0122  DYNAMIC HEIGHT  -          1.781 (meters)        5.84  (feet) COMP
 JU0122  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 JU0122
 JU0122  VERT ORDER      -  FIRST     CLASS I
 JU0122
 JU0122.The horizontal coordinates were scaled from a map and have
 JU0122.an estimated accuracy of +/- 6 seconds.
 JU0122
 JU0122.The orthometric height was determined by differential leveling and
 JU0122.adjusted by the NATIONAL GEODETIC SURVEY
 JU0122.in June 1991.
 JU0122
 JU0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0122.GEOID18 height accuracy estimate available here.
 JU0122
 JU0122.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462757(NAD 83)
 JU0122
 JU0122                          SUPERSEDED SURVEY CONTROL
 JU0122
 JU0122  NGVD 29 (04/16/92)    2.169  (m)            7.12   (f) ADJUSTED    1 1
 JU0122  NGVD 29 (01/10/92)    2.169  (m)            7.12   (f) SUPERSEDED  1 1
 JU0122  NGVD 29 (??/??/87)    2.169  (m)            7.12   (f) SUPERSEDED  1 1
 JU0122
 JU0122.Superseded values are not recommended for survey control.
 JU0122
 JU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0122.See file dsdata.pdf to determine how the superseded data were derived.
 JU0122
 JU0122_MARKER: DB = BENCH MARK DISK
 JU0122_SETTING: 7 = 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 COUNTY OF ATLANTIC NJ DIVISION 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 = JULY 24, 2026 22:12:30 EDT
 JU0145 ***********************************************************************
 JU0145  DESIGNATION -  C 67
 JU0145  PID         -  JU0145
 JU0145  STATE/COUNTY-  NJ/OCEAN
 JU0145  COUNTRY     -  US
 JU0145  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0145
 JU0145                         *CURRENT SURVEY CONTROL
 JU0145  ______________________________________________________________________
 JU0145* NAD 83(1986) POSITION- 39 39 37.     (N) 074 10 06.     (W)   SCALED
 JU0145* NAVD 88 ORTHO HEIGHT -     1.305 (meters)        4.28  (feet) ADJUSTED
 JU0145  ______________________________________________________________________
 JU0145  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 JU0145  DYNAMIC HEIGHT  -          1.305 (meters)        4.28  (feet) COMP
 JU0145  MODELED GRAVITY -    980,152.5   (mgal)                       NAVD 88
 JU0145
 JU0145  VERT ORDER      -  FIRST     CLASS I
 JU0145
 JU0145.The horizontal coordinates were scaled from a map and have
 JU0145.an estimated accuracy of +/- 6 seconds.
 JU0145
 JU0145.The orthometric height was determined by differential leveling and
 JU0145.adjusted by the NATIONAL GEODETIC SURVEY
 JU0145.in June 1991.
 JU0145
 JU0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0145.GEOID18 height accuracy estimate available here.
 JU0145
 JU0145.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ713903(NAD 83)
 JU0145
 JU0145                          SUPERSEDED SURVEY CONTROL
 JU0145
 JU0145  NGVD 29 (11/26/84)    1.688  (m)            5.54   (f) ADJUSTED    1 1
 JU0145
 JU0145.Superseded values are not recommended for survey control.
 JU0145
 JU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0145.See file dsdata.pdf to determine how the superseded data were derived.
 JU0145
 JU0145_STAMPING: C 67 1964
 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  HISTORY     - 20190128 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.
 JU0145
 JU0145                          STATION RECOVERY (2019)
 JU0145
 JU0145'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0145'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0013 ***********************************************************************
 JU0013  DESIGNATION -  C 69
 JU0013  PID         -  JU0013
 JU0013  STATE/COUNTY-  NJ/OCEAN
 JU0013  COUNTRY     -  US
 JU0013  USGS QUAD   -  SEASIDE PARK (2019)
 JU0013
 JU0013                         *CURRENT SURVEY CONTROL
 JU0013  ______________________________________________________________________
 JU0013* NAD 83(1986) POSITION- 39 57 20.84   (N) 074 04 16.46   (W)   HD_HELD1
 JU0013* NAVD 88 ORTHO HEIGHT -     1.349 (meters)        4.43  (feet) ADJUSTED
 JU0013  ______________________________________________________________________
 JU0013  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JU0013  DYNAMIC HEIGHT  -          1.349 (meters)        4.43  (feet) COMP
 JU0013  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 JU0013
 JU0013  VERT ORDER      -  FIRST     CLASS II
 JU0013
 JU0013.The horizontal coordinates were determined by differentially corrected
 JU0013.hand held GPS observations or other comparable positioning techniques
 JU0013.and have an estimated accuracy of +/- 3 meters.
 JU0013
 JU0013.The orthometric height was determined by differential leveling and
 JU0013.adjusted by the NATIONAL GEODETIC SURVEY
 JU0013.in March 2017.
 JU0013
 JU0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0013.GEOID18 height accuracy estimate available here.
 JU0013
 JU0013.Click photographs - Photos may exist for this station.
 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       -   124,694.0     186,633.6     MT  (+/- 3 meters HH1 GPS) 
 JU0013
 JU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7933023263(NAD 83)
 JU0013
 JU0013                          SUPERSEDED SURVEY CONTROL
 JU0013
 JU0013  NAVD 88 (06/15/91)    1.352  (m)            4.44   (f) SUPERSEDED  1 1
 JU0013  NGVD 29 (04/16/92)    1.702  (m)            5.58   (f) ADJUSTED    1 1
 JU0013  NGVD 29 (01/10/92)    1.702  (m)            5.58   (f) SUPERSEDED  1 1
 JU0013  NGVD 29 (??/??/87)    1.725  (m)            5.66   (f) SUPERSEDED  1 1
 JU0013
 JU0013.Superseded values are not recommended for survey control.
 JU0013
 JU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0013.See file dsdata.pdf to determine how the superseded data were derived.
 JU0013
 JU0013_MARKER: DB = BENCH MARK DISK
 JU0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0013_STAMPING: C 69 1964
 JU0013_MARK LOGO: CGS
 JU0013_PROJECTION: PROJECTING 5 CENTIMETERS
 JU0013_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0013+STABILITY: SURFACE MOTION
 JU0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0013+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 JU0013  HISTORY     - 20160411 GOOD             NJGS
 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.
 JU0013
 JU0013                          STATION RECOVERY (2012)
 JU0013
 JU0013'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU0013'RECOVERED IN GOOD CONDITION.
 JU0013'
 JU0013'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF POINT
 JU0013'PLEASANT, 6.7 MI (10.8 KM) EAST OF TOMS RIVER AND 2.0 MI (3.2 KM)
 JU0013'NORTH OF SEASIDE PARK.
 JU0013'
 JU0013'IT IS 0.5 FT (15 CM) NORTH FROM A METAL WITNESS POST WITH SIGN
 JU0013'ATTACHED.
 JU0013
 JU0013                          STATION RECOVERY (2016)
 JU0013
 JU0013'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU0013'RECOVERED IN GOOD CONDITION.
 JU0013'
 JU0013'NOTE-THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF POINT
 JU0013'PLEASANT, 6.7 MI (10.8 KM) EAST OF TOMS RIVER AND 2.0 MI (3.2 KM)
 JU0013'NORTH OF SEASIDE PARK, IN THE ORTLEY BEACH SECTION OF TOMS RIVER
 JU0013'TOWNSHIP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0135 ***********************************************************************
 JU0135  DESIGNATION -  C 7 RESET
 JU0135  PID         -  JU0135
 JU0135  STATE/COUNTY-  NJ/OCEAN
 JU0135  COUNTRY     -  US
 JU0135  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0135
 JU0135                         *CURRENT SURVEY CONTROL
 JU0135  ______________________________________________________________________
 JU0135* NAD 83(1986) POSITION- 39 40 08.     (N) 074 13 01.     (W)   SCALED
 JU0135* NAVD 88 ORTHO HEIGHT -     0.592 (meters)        1.94  (feet) ADJUSTED
 JU0135  ______________________________________________________________________
 JU0135  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 JU0135  DYNAMIC HEIGHT  -          0.591 (meters)        1.94  (feet) COMP
 JU0135  MODELED GRAVITY -    980,156.7   (mgal)                       NAVD 88
 JU0135
 JU0135  VERT ORDER      -  FIRST     CLASS I
 JU0135
 JU0135.The horizontal coordinates were scaled from a map and have
 JU0135.an estimated accuracy of +/- 6 seconds.
 JU0135
 JU0135.The orthometric height was determined by differential leveling and
 JU0135.adjusted by the NATIONAL GEODETIC SURVEY
 JU0135.in June 1991.
 JU0135
 JU0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0135.GEOID18 height accuracy estimate available here.
 JU0135
 JU0135.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ671913(NAD 83)
 JU0135
 JU0135                          SUPERSEDED SURVEY CONTROL
 JU0135
 JU0135  NGVD 29 (11/26/84)    0.975  (m)            3.20   (f) ADJUSTED    1 1
 JU0135
 JU0135.Superseded values are not recommended for survey control.
 JU0135
 JU0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0135.See file dsdata.pdf to determine how the superseded data were derived.
 JU0135
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KU0809 ***********************************************************************
 KU0809  DESIGNATION -  C 70
 KU0809  PID         -  KU0809
 KU0809  STATE/COUNTY-  NJ/MONMOUTH
 KU0809  COUNTRY     -  US
 KU0809  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0809
 KU0809                         *CURRENT SURVEY CONTROL
 KU0809  ______________________________________________________________________
 KU0809* NAD 83(1986) POSITION- 40 17 49.     (N) 073 59 17.     (W)   SCALED
 KU0809* NAVD 88 ORTHO HEIGHT -     7.034 (meters)       23.08  (feet) ADJUSTED
 KU0809  ______________________________________________________________________
 KU0809  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 KU0809  DYNAMIC HEIGHT  -          7.031 (meters)       23.07  (feet) COMP
 KU0809  MODELED GRAVITY -    980,176.1   (mgal)                       NAVD 88
 KU0809
 KU0809  VERT ORDER      -  FIRST     CLASS I
 KU0809
 KU0809.The horizontal coordinates were scaled from a map and have
 KU0809.an estimated accuracy of +/- 6 seconds.
 KU0809
 KU0809.The orthometric height was determined by differential leveling and
 KU0809.adjusted by the NATIONAL GEODETIC SURVEY
 KU0809.in June 1991.
 KU0809
 KU0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0809.GEOID18 height accuracy estimate available here.
 KU0809
 KU0809.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK860612(NAD 83)
 KU0809
 KU0809                          SUPERSEDED SURVEY CONTROL
 KU0809
 KU0809  NGVD 29 (??/??/92)    7.394  (m)           24.26   (f) SUPERSEDED  1 1
 KU0809  NGVD 29 (04/16/92)    7.362  (m)           24.15   (f) ADJUSTED    1 1
 KU0809  NGVD 29 (01/10/92)    7.362  (m)           24.15   (f) SUPERSEDED  1 1
 KU0809
 KU0809.Superseded values are not recommended for survey control.
 KU0809
 KU0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0809.See file dsdata.pdf to determine how the superseded data were derived.
 KU0809
 KU0809_MARKER: DB = BENCH MARK DISK
 KU0809_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU0809+WITH SETTING: PAVEMENT
 KU0809_SP_SET: SIGNAL BASE
 KU0809_STAMPING: C 70 1964
 KU0809_MARK LOGO: CGS
 KU0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0809+STABILITY: SURFACE MOTION
 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  HISTORY     - 20080422 MARK NOT FOUND   NJGS
 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.
 KU0809
 KU0809                          STATION RECOVERY (2008)
 KU0809
 KU0809'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KU0809'THE AREA HAS BEEN RECONSTRUCTED AND THE SIGNAL BASE IS GONE.  THE MARK
 KU0809'WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0022 ***********************************************************************
 KV0022  DESIGNATION -  C 71
 KV0022  PID         -  KV0022
 KV0022  STATE/COUNTY-  NJ/MIDDLESEX
 KV0022  COUNTRY     -  US
 KV0022  USGS QUAD   -  PERTH AMBOY (2016)
 KV0022
 KV0022                         *CURRENT SURVEY CONTROL
 KV0022  ______________________________________________________________________
 KV0022* NAD 83(1986) POSITION- 40 32 30.     (N) 074 16 28.     (W)   SCALED
 KV0022* NAVD 88 ORTHO HEIGHT -     2.564 (meters)        8.41  (feet) ADJUSTED
 KV0022  ______________________________________________________________________
 KV0022  GEOID HEIGHT    -        -32.531 (meters)                     GEOID18
 KV0022  DYNAMIC HEIGHT  -          2.563 (meters)        8.41  (feet) COMP
 KV0022  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 KV0022
 KV0022  VERT ORDER      -  FIRST     CLASS I
 KV0022
 KV0022.The horizontal coordinates were scaled from a map and have
 KV0022.an estimated accuracy of +/- 6 seconds.
 KV0022
 KV0022.The orthometric height was determined by differential leveling and
 KV0022.adjusted by the NATIONAL GEODETIC SURVEY
 KV0022.in June 1991.
 KV0022
 KV0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0022.GEOID18 height accuracy estimate available here.
 KV0022
 KV0022.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK614881(NAD 83)
 KV0022
 KV0022                          SUPERSEDED SURVEY CONTROL
 KV0022
 KV0022  NGVD 29 (04/16/92)    2.872  (m)            9.42   (f) ADJUSTED    1 1
 KV0022  NGVD 29 (??/??/87)    2.906  (m)            9.53   (f) SUPERSEDED  1 1
 KV0022
 KV0022.Superseded values are not recommended for survey control.
 KV0022
 KV0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0022.See file dsdata.pdf to determine how the superseded data were derived.
 KV0022
 KV0022_STAMPING: C 71 1964
 KV0022_MARK LOGO: CGS
 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  HISTORY     - 20170629 MARK NOT FOUND   AAAS
 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.
 KV0022
 KV0022                          STATION RECOVERY (2017)
 KV0022
 KV0022'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 KV0022'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0022'SEARCH BY A ONE MAN PARTY.  SINCE THE STRUCTURE WAS REPLACED IN 1979,
 KV0022'THE STATION IS CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0265 ***********************************************************************
 KV0265  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0265  DESIGNATION -  C 72
 KV0265  PID         -  KV0265
 KV0265  STATE/COUNTY-  NJ/HUDSON
 KV0265  COUNTRY     -  US
 KV0265  USGS QUAD   -  JERSEY CITY (2019)
 KV0265
 KV0265                         *CURRENT SURVEY CONTROL
 KV0265  ______________________________________________________________________
 KV0265* NAD 83(1986) POSITION- 40 43 53.61   (N) 074 06 47.82   (W)   HD_HELD1
 KV0265* NAVD 88 ORTHO HEIGHT -     3.510 (meters)       11.52  (feet) ADJUSTED
 KV0265  ______________________________________________________________________
 KV0265  GEOID HEIGHT    -        -32.149 (meters)                     GEOID18
 KV0265  DYNAMIC HEIGHT  -          3.509 (meters)       11.51  (feet) COMP
 KV0265  MODELED GRAVITY -    980,233.8   (mgal)                       NAVD 88
 KV0265
 KV0265  VERT ORDER      -  FIRST     CLASS I
 KV0265
 KV0265.The horizontal coordinates were determined by differentially corrected
 KV0265.hand held GPS observations or other comparable positioning techniques
 KV0265.and have an estimated accuracy of +/- 3 meters.
 KV0265
 KV0265.The orthometric height was determined by differential leveling and
 KV0265.adjusted by the NATIONAL GEODETIC SURVEY
 KV0265.in June 1991.
 KV0265
 KV0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0265.GEOID18 height accuracy estimate available here.
 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.Click photographs - Photos may exist for this station.
 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       -   210,811.7     182,664.9     MT  (+/- 3 meters HH1 GPS) 
 KV0265
 KV0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7487609336(NAD 83)
 KV0265
 KV0265                          SUPERSEDED SURVEY CONTROL
 KV0265
 KV0265  NGVD 29 (04/16/92)    3.859  (m)           12.66   (f) ADJUSTED    1 1
 KV0265  NGVD 29 (??/??/87)    3.859  (m)           12.66   (f) SUPERSEDED  1 1
 KV0265
 KV0265.Superseded values are not recommended for survey control.
 KV0265
 KV0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0265.See file dsdata.pdf to determine how the superseded data were derived.
 KV0265
 KV0265_MARKER: DB = BENCH MARK DISK
 KV0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0265_SP_SET: ABUTMENT
 KV0265_STAMPING: C 72 1965
 KV0265_MARK LOGO: CGS
 KV0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0265+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2016
 KV0265
 KV0265  HISTORY     - Date     Condition        Report By
 KV0265  HISTORY     - 1965     MONUMENTED       CGS
 KV0265  HISTORY     - 1972     GOOD             NGS
 KV0265  HISTORY     - 20070608 GOOD             GEOCAC
 KV0265  HISTORY     - 20151022 GOOD             USACE
 KV0265  HISTORY     - 20160705 GOOD             AAAS
 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.
 KV0265
 KV0265                          STATION RECOVERY (2007)
 KV0265
 KV0265'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0265'RECOVERED IN GOOD CONDITION.
 KV0265
 KV0265                          STATION RECOVERY (2015)
 KV0265
 KV0265'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2015 (PK)
 KV0265'RECOVERED IN GOOD CONDITION.
 KV0265
 KV0265                          STATION RECOVERY (2016)
 KV0265
 KV0265'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV0265'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST FROM THE
 KV0265'TOWNSHIP OF ORANGE, 5.5 MI (8.8 KM) WEST-SOUTHWEST FROM THE TOWNSHIP
 KV0265'OF WEEHAWKEN AND 1.9 MI (3.1 KM) WEST FROM THE CITY OF JERSEY CITY AND
 KV0265'IN THE TOWN OF KEARNY.
 KV0265'
 KV0265'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KV0265'JACOBUS AVENUE AND THE EXIT RAMP FOR A TURN AROUND AT THE EAST END OF
 KV0265'THE VERTICAL LIFT BRIDGE CARRYING U.S. ROUTES 1 AND 9 TRUCK OVER THE
 KV0265'PASSAIC RIVER AND SET VERTICALLY FLUSH IN A DRILL HOLE IN THE
 KV0265'NORTHEAST FACE OF THE SOUTHEAST CORNER ABUTMENT.
 KV0265'
 KV0265'IT IS 33.O FT (10.1 M) SOUTHWEST FROM THE CENTERLINE OF THE EXIT RAMP,
 KV0265'40.2 FT (12.3 M) SOUTHEAST FROM THE CENTERLINE OF JACOBUS AVENUE AND
 KV0265'2.0 FT (0.6 M) NORTHEAST FROM THE SOUTHWEST FACE OF THE SOUTHEAST
 KV0265'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0960 ***********************************************************************
 KV0960  DESIGNATION -  C 73
 KV0960  PID         -  KV0960
 KV0960  STATE/COUNTY-  NJ/MIDDLESEX
 KV0960  COUNTRY     -  US
 KV0960  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0960
 KV0960                         *CURRENT SURVEY CONTROL
 KV0960  ______________________________________________________________________
 KV0960* NAD 83(1986) POSITION- 40 28 08.     (N) 074 17 39.     (W)   SCALED
 KV0960* NAVD 88 ORTHO HEIGHT -    31.501 (meters)      103.35  (feet) ADJUSTED
 KV0960  ______________________________________________________________________
 KV0960  GEOID HEIGHT    -        -32.513 (meters)                     GEOID18
 KV0960  DYNAMIC HEIGHT  -         31.488 (meters)      103.31  (feet) COMP
 KV0960  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 KV0960
 KV0960  VERT ORDER      -  FIRST     CLASS II
 KV0960
 KV0960.The horizontal coordinates were scaled from a map and have
 KV0960.an estimated accuracy of +/- 6 seconds.
 KV0960
 KV0960.The orthometric height was determined by differential leveling and
 KV0960.adjusted by the NATIONAL GEODETIC SURVEY
 KV0960.in June 1991.
 KV0960
 KV0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0960.GEOID18 height accuracy estimate available here.
 KV0960
 KV0960.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598800(NAD 83)
 KV0960
 KV0960                          SUPERSEDED SURVEY CONTROL
 KV0960
 KV0960  NGVD 29 (??/??/92)   31.846  (m)          104.48   (f) SUPERSEDED  1 2
 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
 KV0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0960.See file dsdata.pdf to determine how the superseded data were derived.
 KV0960
 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 = JULY 24, 2026 22:12:30 EDT
 KV1123 ***********************************************************************
 KV1123  DESIGNATION -  C 74
 KV1123  PID         -  KV1123
 KV1123  STATE/COUNTY-  NJ/MIDDLESEX
 KV1123  COUNTRY     -  US
 KV1123  USGS QUAD   -  HIGHTSTOWN (2019)
 KV1123
 KV1123                         *CURRENT SURVEY CONTROL
 KV1123  ______________________________________________________________________
 KV1123* NAD 83(1986) POSITION- 40 17 44.55   (N) 074 31 02.01   (W)   HD_HELD1
 KV1123* NAVD 88 ORTHO HEIGHT -    26.606 (meters)       87.29  (feet) ADJUSTED
 KV1123  ______________________________________________________________________
 KV1123  GEOID HEIGHT    -        -32.767 (meters)                     GEOID18
 KV1123  DYNAMIC HEIGHT  -         26.594 (meters)       87.25  (feet) COMP
 KV1123  MODELED GRAVITY -    980,195.9   (mgal)                       NAVD 88
 KV1123
 KV1123  VERT ORDER      -  FIRST     CLASS II
 KV1123
 KV1123.The horizontal coordinates were determined by differentially corrected
 KV1123.hand held GPS observations or other comparable positioning techniques
 KV1123.and have an estimated accuracy of +/- 3 meters.
 KV1123
 KV1123.The orthometric height was determined by differential leveling and
 KV1123.adjusted by the NATIONAL GEODETIC SURVEY
 KV1123.in April 2015.
 KV1123
 KV1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1123.GEOID18 height accuracy estimate available here.
 KV1123
 KV1123.Click photographs - Photos may exist for this station.
 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       -   162,346.0     148,535.6     MT  (+/- 3 meters HH1 GPS) 
 KV1123
 KV1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4103160690(NAD 83)
 KV1123
 KV1123                          SUPERSEDED SURVEY CONTROL
 KV1123
 KV1123  NAVD 88 (04/28/95)   26.609  (m)           87.30   (f) SUPERSEDED  1 2
 KV1123  NAVD 88 (06/15/91)   26.605  (m)           87.29   (f) SUPERSEDED  1 2
 KV1123  NGVD 29 (01/10/92)   26.940  (m)           88.39   (f) ADJUSTED    1 2
 KV1123
 KV1123.Superseded values are not recommended for survey control.
 KV1123
 KV1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1123.See file dsdata.pdf to determine how the superseded data were derived.
 KV1123
 KV1123_MARKER: DV = VERTICAL CONTROL DISK
 KV1123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1123_SP_SET: 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 - February 26, 2014
 KV1123
 KV1123  HISTORY     - Date     Condition        Report By
 KV1123  HISTORY     - 1974     MONUMENTED       NGS
 KV1123  HISTORY     - 19910628 GOOD             NJGS
 KV1123  HISTORY     - 20030808 GOOD             GEOCAC
 KV1123  HISTORY     - 20140226 GOOD             NJGS
 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
 KV1123
 KV1123                          STATION RECOVERY (2014)
 KV1123
 KV1123'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV1123'RECOVERED IN GOOD CONDITION.
 KV1123'
 KV1123'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHWEST
 KV1123'OF ROOSEVELT, 5.6 MI (9.0 KM) SOUTHWEST OF JAMESBURG AND 1.8 MI (2.9
 KV1123'KM) NORTH OF HIGHTSTOWN, IN CRANBURY TOWNSHIP.
 KV1123'
 KV1123'THE STATION IS ON BRIDGE (STRUCTURE NUMBER 1227-150/MILE POST 70.52).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1140 ***********************************************************************
 KV1140  DESIGNATION -  C 75
 KV1140  PID         -  KV1140
 KV1140  STATE/COUNTY-  NJ/BURLINGTON
 KV1140  COUNTRY     -  US
 KV1140  USGS QUAD   -  TRENTON EAST (2019)
 KV1140
 KV1140                         *CURRENT SURVEY CONTROL
 KV1140  ______________________________________________________________________
 KV1140* NAD 83(1986) POSITION- 40 09 11.2    (N) 074 41 57.4    (W)   HD_HELD2
 KV1140* NAVD 88 ORTHO HEIGHT -    22.074 (meters)       72.42  (feet) ADJUSTED
 KV1140  ______________________________________________________________________
 KV1140  GEOID HEIGHT    -        -32.796 (meters)                     GEOID18
 KV1140  DYNAMIC HEIGHT  -         22.065 (meters)       72.39  (feet) COMP
 KV1140  MODELED GRAVITY -    980,196.6   (mgal)                       NAVD 88
 KV1140
 KV1140  VERT ORDER      -  FIRST     CLASS I
 KV1140
 KV1140.The horizontal coordinates were established by autonomous hand held GPS
 KV1140.observations and have an estimated accuracy of +/- 10 meters.
 KV1140
 KV1140.The orthometric height was determined by differential leveling and
 KV1140.adjusted by the NATIONAL GEODETIC SURVEY
 KV1140.in June 1991.
 KV1140
 KV1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1140.GEOID18 height accuracy estimate available here.
 KV1140
 KV1140.Click photographs - Photos may exist for this station.
 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       -   146,533.      133,023.      MT  (+/- 10 meters HH2 GPS)
 KV1140
 KV1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2561244794(NAD 83)
 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
 KV1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1140.See file dsdata.pdf to determine how the superseded data were derived.
 KV1140
 KV1140_MARKER: DV = VERTICAL CONTROL 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 - March 16, 2009
 KV1140
 KV1140  HISTORY     - Date     Condition        Report By
 KV1140  HISTORY     - 1974     MONUMENTED       NGS
 KV1140  HISTORY     - 19880714 GOOD             NJGS
 KV1140  HISTORY     - 20090316 GOOD             GEOCAC
 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.
 KV1140
 KV1140                          STATION RECOVERY (2009)
 KV1140
 KV1140'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 KV1140'THE STATION IS ABOUT THREE FEET NORTHWEST OF THE SOUTHWEST END OF THE
 KV1140'ABUTMENT, ABOUT THREE AND ONE-HALF FEET BELOW THE TOP OF THE ABUTMENT,
 KV1140'AND COVERED BY EROSION CONTROL ROCKS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1163 ***********************************************************************
 KV1163  DESIGNATION -  C 76
 KV1163  PID         -  KV1163
 KV1163  STATE/COUNTY-  NJ/BURLINGTON
 KV1163  COUNTRY     -  US
 KV1163  USGS QUAD   -  BEVERLY (2016)
 KV1163
 KV1163                         *CURRENT SURVEY CONTROL
 KV1163  ______________________________________________________________________
 KV1163* NAD 83(1986) POSITION- 40 03 55.45   (N) 074 54 33.99   (W)   HD_HELD1
 KV1163* NAVD 88 ORTHO HEIGHT -     9.274 (meters)       30.43  (feet) ADJUSTED
 KV1163  ______________________________________________________________________
 KV1163  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 KV1163  DYNAMIC HEIGHT  -          9.270 (meters)       30.41  (feet) COMP
 KV1163  MODELED GRAVITY -    980,191.6   (mgal)                       NAVD 88
 KV1163
 KV1163  VERT ORDER      -  FIRST     CLASS II
 KV1163
 KV1163.The horizontal coordinates were determined by differentially corrected
 KV1163.hand held GPS observations or other comparable positioning techniques
 KV1163.and have an estimated accuracy of +/- 3 meters.
 KV1163
 KV1163.The orthometric height was determined by differential leveling and
 KV1163.adjusted by the NATIONAL GEODETIC SURVEY
 KV1163.in June 1991.
 KV1163
 KV1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1163.GEOID18 height accuracy estimate available here.
 KV1163
 KV1163.Click photographs - Photos may exist for this station.
 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       -   136,856.0     115,073.0     MT  (+/- 3 meters HH1 GPS) 
 KV1163
 KV1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0772235020(NAD 83)
 KV1163
 KV1163                          SUPERSEDED SURVEY CONTROL
 KV1163
 KV1163  NGVD 29 (??/??/92)    9.638  (m)           31.62   (f) SUPERSEDED  1 2
 KV1163  NGVD 29 (01/10/92)    9.596  (m)           31.48   (f) ADJUSTED    1 2
 KV1163
 KV1163.Superseded values are not recommended for survey control.
 KV1163
 KV1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1163.See file dsdata.pdf to determine how the superseded data were derived.
 KV1163
 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_PROJECTION: FLUSH
 KV1163_MAGNETIC: I = MARKER IS A STEEL ROD
 KV1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1163+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 KV1163
 KV1163  HISTORY     - Date     Condition        Report By
 KV1163  HISTORY     - 1974     MONUMENTED       NGS
 KV1163  HISTORY     - 19900606 GOOD             NJGS
 KV1163  HISTORY     - 19940812 GOOD             USPSQD
 KV1163  HISTORY     - 20071110 GOOD             UE
 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.
 KV1163
 KV1163                          STATION RECOVERY (2007)
 KV1163
 KV1163'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV1163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2946 ***********************************************************************
 KV2946  DESIGNATION -  C 77
 KV2946  PID         -  KV2946
 KV2946  STATE/COUNTY-  NJ/WARREN
 KV2946  COUNTRY     -  US
 KV2946  USGS QUAD   -  EASTON (2019)
 KV2946
 KV2946                         *CURRENT SURVEY CONTROL
 KV2946  ______________________________________________________________________
 KV2946* NAD 83(1986) POSITION- 40 40 02.     (N) 075 07 40.     (W)   SCALED
 KV2946* NAVD 88 ORTHO HEIGHT -   102.211 (meters)      335.34  (feet) ADJUSTED
 KV2946  ______________________________________________________________________
 KV2946  GEOID HEIGHT    -        -33.997 (meters)                     GEOID18
 KV2946  DYNAMIC HEIGHT  -        102.163 (meters)      335.18  (feet) COMP
 KV2946  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 KV2946
 KV2946  VERT ORDER      -  FIRST     CLASS II
 KV2946
 KV2946.The horizontal coordinates were scaled from a map and have
 KV2946.an estimated accuracy of +/- 6 seconds.
 KV2946
 KV2946.The orthometric height was determined by differential leveling and
 KV2946.adjusted by the NATIONAL GEODETIC SURVEY
 KV2946.in June 1991.
 KV2946
 KV2946.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2946.GEOID18 height accuracy estimate available here.
 KV2946
 KV2946.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL891018(NAD 83)
 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
 KV2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2946.See file dsdata.pdf to determine how the superseded data were derived.
 KV2946
 KV2946_MARKER: DV = VERTICAL CONTROL DISK
 KV2946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2946_STAMPING: C 77 1978
 KV2946_MARK LOGO: NGS
 KV2946_PROJECTION: RECESSED 5 CENTIMETERS
 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 - June 03, 2010
 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  HISTORY     - 20100603 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.
 KV2946
 KV2946                          STATION RECOVERY (2010)
 KV2946
 KV2946'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV2946'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2922 ***********************************************************************
 KV2922  DESIGNATION -  C 78
 KV2922  PID         -  KV2922
 KV2922  STATE/COUNTY-  NJ/SOMERSET
 KV2922  COUNTRY     -  US
 KV2922  USGS QUAD   -  RARITAN (2019)
 KV2922
 KV2922                         *CURRENT SURVEY CONTROL
 KV2922  ______________________________________________________________________
 KV2922* NAD 83(1986) POSITION- 40 35 51.     (N) 074 40 43.     (W)   SCALED
 KV2922* NAVD 88 ORTHO HEIGHT -    28.226 (meters)       92.60  (feet) ADJUSTED
 KV2922  ______________________________________________________________________
 KV2922  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 KV2922  DYNAMIC HEIGHT  -         28.213 (meters)       92.56  (feet) COMP
 KV2922  MODELED GRAVITY -    980,177.7   (mgal)                       NAVD 88
 KV2922
 KV2922  VERT ORDER      -  FIRST     CLASS II
 KV2922
 KV2922.The horizontal coordinates were scaled from a map and have
 KV2922.an estimated accuracy of +/- 6 seconds.
 KV2922
 KV2922.The orthometric height was determined by differential leveling and
 KV2922.adjusted by the NATIONAL GEODETIC SURVEY
 KV2922.in June 1991.
 KV2922
 KV2922.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2922.GEOID18 height accuracy estimate available here.
 KV2922
 KV2922.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK271941(NAD 83)
 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
 KV2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2922.See file dsdata.pdf to determine how the superseded data were derived.
 KV2922
 KV2922_MARKER: DV = VERTICAL CONTROL DISK
 KV2922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV2922_SP_SET: ABUTMENT
 KV2922_STAMPING: C 78 1978
 KV2922_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2319 ***********************************************************************
 JU2319  DESIGNATION -  C 79
 JU2319  PID         -  JU2319
 JU2319  STATE/COUNTY-  NJ/CAPE MAY
 JU2319  COUNTRY     -  US
 JU2319  USGS QUAD   -  HEISLERVILLE (2019)
 JU2319
 JU2319                         *CURRENT SURVEY CONTROL
 JU2319  ______________________________________________________________________
 JU2319* NAD 83(1986) POSITION- 39 12 11.     (N) 074 53 05.     (W)   SCALED
 JU2319* NAVD 88 ORTHO HEIGHT -     3.210 (meters)       10.53  (feet) ADJUSTED
 JU2319  ______________________________________________________________________
 JU2319  GEOID HEIGHT    -        -34.689 (meters)                     GEOID18
 JU2319  DYNAMIC HEIGHT  -          3.208 (meters)       10.52  (feet) COMP
 JU2319  MODELED GRAVITY -    980,087.8   (mgal)                       NAVD 88
 JU2319
 JU2319  VERT ORDER      -  FIRST     CLASS II
 JU2319
 JU2319.The horizontal coordinates were scaled from a map and have
 JU2319.an estimated accuracy of +/- 6 seconds.
 JU2319
 JU2319.The orthometric height was determined by differential leveling and
 JU2319.adjusted by the NATIONAL GEODETIC SURVEY
 JU2319.in June 1991.
 JU2319
 JU2319.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2319.GEOID18 height accuracy estimate available here.
 JU2319
 JU2319.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ099393(NAD 83)
 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
 JU2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2319.See file dsdata.pdf to determine how the superseded data were derived.
 JU2319
 JU2319_MARKER: DD = SURVEY DISK
 JU2319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2319_STAMPING: C 79 1979
 JU2319_MARK LOGO: NGS
 JU2319_PROJECTION: RECESSED 5 CENTIMETERS
 JU2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2319+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2019
 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  HISTORY     - 20190726 GOOD             NJGS
 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.
 JU2319
 JU2319                          STATION RECOVERY (2019)
 JU2319
 JU2319'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU2319'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2419 ***********************************************************************
 JU2419  DESIGNATION -  C 80
 JU2419  PID         -  JU2419
 JU2419  STATE/COUNTY-  NJ/ATLANTIC
 JU2419  COUNTRY     -  US
 JU2419  USGS QUAD   -  OCEAN CITY (2019)
 JU2419
 JU2419                         *CURRENT SURVEY CONTROL
 JU2419  ______________________________________________________________________
 JU2419* NAD 83(1986) POSITION- 39 18 22.09   (N) 074 32 05.90   (W)   HD_HELD1
 JU2419* NAVD 88 ORTHO HEIGHT -     1.626 (meters)        5.33  (feet) ADJUSTED
 JU2419  ______________________________________________________________________
 JU2419  GEOID HEIGHT    -        -34.548 (meters)                     GEOID18
 JU2419  DYNAMIC HEIGHT  -          1.625 (meters)        5.33  (feet) COMP
 JU2419  MODELED GRAVITY -    980,101.9   (mgal)                       NAVD 88
 JU2419
 JU2419  VERT ORDER      -  FIRST     CLASS II
 JU2419
 JU2419.The horizontal coordinates were determined by differentially corrected
 JU2419.hand held GPS observations or other comparable positioning techniques
 JU2419.and have an estimated accuracy of +/- 3 meters.
 JU2419
 JU2419.The orthometric height was determined by differential leveling and
 JU2419.adjusted by the NATIONAL GEODETIC SURVEY
 JU2419.in March 2005.
 JU2419
 JU2419.No vertical observational check was made to the station.
 JU2419
 JU2419.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2419.GEOID18 height accuracy estimate available here.
 JU2419
 JU2419.Click photographs - Photos may exist for this station.
 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       -    52,484.4     146,983.9     MT  (+/- 3 meters HH1 GPS) 
 JU2419
 JU2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4009350852(NAD 83)
 JU2419
 JU2419                          SUPERSEDED SURVEY CONTROL
 JU2419
 JU2419  NAVD 88 (06/15/91)    1.614  (m)            5.30   (f) SUPERSEDED  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
 JU2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2419.See file dsdata.pdf to determine how the superseded data were derived.
 JU2419
 JU2419_MARKER: DV = VERTICAL CONTROL DISK
 JU2419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2419_STAMPING: C 80 1979
 JU2419_MARK LOGO: NGS
 JU2419_PROJECTION: RECESSED 30 CENTIMETERS
 JU2419_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2419+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2022
 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  HISTORY     - 20161020 GOOD             NJGS
 JU2419  HISTORY     - 20220727 GOOD             PROFLN
 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.
 JU2419
 JU2419                          STATION RECOVERY (2016)
 JU2419
 JU2419'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU2419'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 JU2419'MARMORA, 5.8 MI (9.3 KM) SOUTH OF PLEASANTVILLE AND 2.9 MI (4.7 KM)
 JU2419'NORTHEAST OF OCEAN CITY, IN LONGPORT.
 JU2419'
 JU2419'THE STATION IS LOCATED IN A FLOWER BED AT THE SOUTHWEST CORNER OF THE
 JU2419'PUMP HOUSE ON ATLANTIC AVENUE, BETWEEN SOUTH 13TH AVENUE AND SOUTH
 JU2419'14TH AVENUE, 1.5 FT (0.5 M) SOUTHWEST OF THE SOUTHWEST FACE OF A
 JU2419'1-STEP LANDING TO THE DOORWAY, 22.8 FT (6.9 M) SOUTHEAST OF THE
 JU2419'SOUTHEAST CURB OF ATLANTIC AVENUE, 25.8 FT (7.9 M) EAST-SOUTHEAST OF
 JU2419'POLE NUMBER BT178, 20 FT (6.1 M) NORTHEAST OF THE CENTERLINE OF AN
 JU2419'ALLEY.
 JU2419
 JU2419                          STATION RECOVERY (2022)
 JU2419
 JU2419'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 JU2419'FOUND BURIED 1 FT (0.3 M) IN A FLOWER BED ON THE SOUTHWEST SIDE OF THE
 JU2419'STEPS TO THE RIGHT-HAND OR SOUTHWEST DOOR TO THE PUMP HOUSE.  PLACED
 JU2419'UNDER A ROUND 10 INCH VALVE BOX WITH GREEN LID TO FACILITATE ACCESS.
 JU2419'DISREGARD ERRONEOUS 1979 REFERENCE TO NORTHEAST CURB OF 13TH AVENUE.
 JU2419'GREEN METAL SHED MENTIONED IN 1979 AROUND USGS WELL NO LONGER EXISTS.
 JU2419'
 JU2419'THE BEST TIES ARE THE CLOSE ONES FROM 1979, 1.6 FT (0.5 M) NORTH OF
 JU2419'THE WEST BUILDING CORNER (SKEW TO THE BUILDING), 1.6 FT (0.5 M)
 JU2419'SOUTHWEST OF THE SOUTHWEST FACE OF THE CONCRETE STEPS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2233 ***********************************************************************
 JU2233  DESIGNATION -  C 82
 JU2233  PID         -  JU2233
 JU2233  STATE/COUNTY-  NJ/SALEM
 JU2233  COUNTRY     -  US
 JU2233  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2233
 JU2233                         *CURRENT SURVEY CONTROL
 JU2233  ______________________________________________________________________
 JU2233* NAD 83(1986) POSITION- 39 38 51.6    (N) 075 31 10.4    (W)   HD_HELD2
 JU2233* NAVD 88 ORTHO HEIGHT -     2.771 (meters)        9.09  (feet) ADJUSTED
 JU2233  ______________________________________________________________________
 JU2233  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 JU2233  DYNAMIC HEIGHT  -          2.770 (meters)        9.09  (feet) COMP
 JU2233  MODELED GRAVITY -    980,149.6   (mgal)                       NAVD 88
 JU2233
 JU2233  VERT ORDER      -  FIRST     CLASS II
 JU2233
 JU2233.The horizontal coordinates were established by autonomous hand held GPS
 JU2233.observations and have an estimated accuracy of +/- 10 meters.
 JU2233
 JU2233.The orthometric height was determined by differential leveling and
 JU2233.adjusted by the NATIONAL GEODETIC SURVEY
 JU2233.in June 1991.
 JU2233
 JU2233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2233.GEOID18 height accuracy estimate available here.
 JU2233
 JU2233.Click photographs - Photos may exist for this station.
 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       -    90,895.       62,498.      MT  (+/- 10 meters HH2 GPS)
 JU2233
 JU2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5542388781(NAD 83)
 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
 JU2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2233.See file dsdata.pdf to determine how the superseded data were derived.
 JU2233
 JU2233_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 JU2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2233+STABILITY: SURFACE MOTION
 JU2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2233+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 JU2233
 JU2233  HISTORY     - Date     Condition        Report By
 JU2233  HISTORY     - 1979     MONUMENTED       NGS
 JU2233  HISTORY     - 19961228 GOOD             USPSQD
 JU2233  HISTORY     - 20070605 GOOD             UE
 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.
 JU2233
 JU2233                          STATION RECOVERY (2007)
 JU2233
 JU2233'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2233'COORDINATES N 9 38 51.6 W 75 31 10.4. (PUBLISHED LONGITUDE IS
 JU2233'SUBSTANTIALLY OFF)
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4281 ***********************************************************************
 JU4281  DESIGNATION -  C 9 RESET
 JU4281  PID         -  JU4281
 JU4281  STATE/COUNTY-  NJ/CUMBERLAND
 JU4281  COUNTRY     -  US
 JU4281  USGS QUAD   -  MILLVILLE (2019)
 JU4281
 JU4281                         *CURRENT SURVEY CONTROL
 JU4281  ______________________________________________________________________
 JU4281* NAD 83(1986) POSITION- 39 23 39.     (N) 075 02 19.     (W)   SCALED
 JU4281* NAVD 88 ORTHO HEIGHT -     8.73  (meters)       28.6   (feet) RESET
 JU4281  ______________________________________________________________________
 JU4281  GEOID HEIGHT    -        -33.911 (meters)                     GEOID18
 JU4281  VERT ORDER      -  THIRD
 JU4281
 JU4281.The horizontal coordinates were scaled from a map and have
 JU4281.an estimated accuracy of +/- 6 seconds.
 JU4281
 JU4281.The orthometric height was computed from unverified reset data.
 JU4281
 JU4281.No vertical observational check was made to the station.
 JU4281
 JU4281.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4281.GEOID18 height accuracy estimate available here.
 JU4281
 JU4281.Click photographs - Photos may exist for this station.
 JU4281
 JU4281;                    North         East    Units  Estimated Accuracy
 JU4281;SPC NJ       -    62,400.      103,610.      MT  (+/- 180 meters Scaled)
 JU4281
 JU4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ966605(NAD 83)
 JU4281
 JU4281                          SUPERSEDED SURVEY CONTROL
 JU4281
 JU4281  NGVD 29 (02/11/25)    9.06   (m)           29.7    (f) RESET       3  
 JU4281
 JU4281.Superseded values are not recommended for survey control.
 JU4281
 JU4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4281.See file dsdata.pdf to determine how the superseded data were derived.
 JU4281
 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  HISTORY     - 20110414 MARK NOT FOUND   NJGS
 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.
 JU4281
 JU4281                          STATION RECOVERY (2011)
 JU4281
 JU4281'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU4281'A NEW WALKWAY RAMP HAS BEEN CONSTRUCTED WHERE THE MONUMENT TIES FALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2817 ***********************************************************************
 KU2817  DESIGNATION -  C CAMERA USCA 1940
 KU2817  PID         -  KU2817
 KU2817  STATE/COUNTY-  NJ/MONMOUTH
 KU2817  COUNTRY     -  US
 KU2817  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2817
 KU2817                         *CURRENT SURVEY CONTROL
 KU2817  ______________________________________________________________________
 KU2817* NAD 83(1996) POSITION- 40 24 53.01503(N) 073 58 50.36474(W)   ADJUSTED
 KU2817* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU2817  ______________________________________________________________________
 KU2817  GEOID HEIGHT    -        -32.567 (meters)                     GEOID18
 KU2817  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2817.GEOID18 height accuracy estimate available here.
 KU2817
 KU2817.Click photographs - Photos may exist for this station.
 KU2817
 KU2817.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2817
 KU2817. The following values were computed from the NAD 83(1996) position.
 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  =   0.99969706
 KU2817
 KU2817:                Primary Azimuth Mark                     Grid Az
 KU2817:SPC NJ       -  MT MITCHELL 4                            252 38 18.0
 KU2817:UTM  18      -  MT MITCHELL 4                            252 18 50.9
 KU2817
 KU2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8648274288(NAD 83)
 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
 KU2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2817.See file dsdata.pdf to determine how the superseded data were derived.
 KU2817
 KU2817_MARKER: DD = SURVEY DISK
 KU2817_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4293 ***********************************************************************
 KV4293  DESIGNATION -  C R R N J STA 4
 KV4293  PID         -  KV4293
 KV4293  STATE/COUNTY-  NJ/HUDSON
 KV4293  COUNTRY     -  US
 KV4293  USGS QUAD   -  JERSEY CITY (2019)
 KV4293
 KV4293                         *CURRENT SURVEY CONTROL
 KV4293  ______________________________________________________________________
 KV4293* NAD 83(1996) POSITION- 40 42 25.99993(N) 074 02 05.61451(W)   ADJUSTED
 KV4293* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4293  ______________________________________________________________________
 KV4293  GEOID HEIGHT    -        -31.933 (meters)                     GEOID18
 KV4293  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4293.GEOID18 height accuracy estimate available here.
 KV4293
 KV4293.Click photographs - Photos may exist for this station.
 KV4293
 KV4293.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4293
 KV4293. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000491  x   0.99991900  =   0.99992391
 KV4293!SPC NY L     -   1.00000491  x   0.99999799  =   1.00000290
 KV4293!UTM  18      -   1.00000491  x   0.99968181  =   0.99968671
 KV4293
 KV4293:                Primary Azimuth Mark                     Grid Az
 KV4293:SPC NJ       -  STATUE OF LIBERTY                        201 51 07.3
 KV4293:SPC NY L     -  STATUE OF LIBERTY                        202 10 41.5
 KV4293:UTM  18      -  STATUE OF LIBERTY                        201 31 33.2
 KV4293
 KV4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8152506704(NAD 83)
 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
 KV4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4293.See file dsdata.pdf to determine how the superseded data were derived.
 KV4293
 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   USACE
 KV4293  HISTORY     - 1934     GOOD             CGS
 KV4293  HISTORY     - 19950928 GOOD             NJGS
 KV4293
 KV4293                          STATION DESCRIPTION
 KV4293
 KV4293'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3074 ***********************************************************************
 JU3074  DESIGNATION -  CAMDEN
 JU3074  PID         -  JU3074
 JU3074  STATE/COUNTY-  NJ/CAMDEN
 JU3074  COUNTRY     -  US
 JU3074  USGS QUAD   -  CAMDEN (2019)
 JU3074
 JU3074                         *CURRENT SURVEY CONTROL
 JU3074  ______________________________________________________________________
 JU3074* NAD 83(1996) POSITION- 39 56 41.45446(N) 075 07 12.24545(W)   ADJUSTED
 JU3074* NAVD 88 ORTHO HEIGHT -    98.5   (meters)      323.    (feet) VERTCON3
 JU3074  ______________________________________________________________________
 JU3074  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 JU3074  LAPLACE CORR    -          1.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3074.GEOID18 height accuracy estimate available here.
 JU3074
 JU3074.Click photographs - Photos may exist for this station.
 JU3074
 JU3074.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3074
 JU3074. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992427
 JU3074!SPC PA S     -   0.99998971  x   0.99999822  =   0.99998793
 JU3074!UTM  18      -   0.99998971  x   0.99960130  =   0.99959102
 JU3074
 JU3074:                Primary Azimuth Mark                     Grid Az
 JU3074:SPC NJ       -  PHILADELPHIA PENN STATUE ANT             283 39 12.8
 JU3074:SPC PA S     -  PHILADELPHIA PENN STATUE ANT             281 32 57.0
 JU3074:UTM  18      -  PHILADELPHIA PENN STATUE ANT             283 19 57.1
 JU3074
 JU3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8974221642(NAD 83)
 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
 JU3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3074.See file dsdata.pdf to determine how the superseded data were derived.
 JU3074
 JU3074_MARKER: DS = TRIANGULATION STATION DISK
 JU3074_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JU3074_SP_SET: BUILDING ROOF
 JU3074_STAMPING: CAMDEN 1933
 JU3074_MARK LOGO: CGS
 JU3074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU3074+STABILITY: POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU3190 ***********************************************************************
 JU3190  DESIGNATION -  CAMDEN ARMSTRONG CORK CHIMNEY
 JU3190  PID         -  JU3190
 JU3190  STATE/COUNTY-  NJ/CAMDEN
 JU3190  COUNTRY     -  US
 JU3190  USGS QUAD   -  CAMDEN (2019)
 JU3190
 JU3190                         *CURRENT SURVEY CONTROL
 JU3190  ______________________________________________________________________
 JU3190* NAD 83(1996) POSITION- 39 55 13.84297(N) 075 07 28.75234(W)   ADJUSTED
 JU3190  ______________________________________________________________________
 JU3190  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 JU3190  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3190.GEOID18 height accuracy estimate available here.
 JU3190
 JU3190.Click photographs - Photos may exist for this station.
 JU3190
 JU3190.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3190
 JU3190. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8934718942(NAD 83)
 JU3190
 JU3190                          SUPERSEDED SURVEY CONTROL
 JU3190
 JU3190  NAD 83(1991)-  39 55 13.83949(N)    075 07 28.75175(W) AD(       ) 3
 JU3190  NAD 83(1986)-  39 55 13.83566(N)    075 07 28.75423(W) AD(       ) 3
 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
 JU3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3190.See file dsdata.pdf to determine how the superseded data were derived.
 JU3190
 JU3190_MARKER: 85 = CHIMNEY
 JU3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3190+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3190
 JU3190  HISTORY     - Date     Condition        Report By
 JU3190  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3190  HISTORY     - 1935     GOOD             CGS
 JU3190  HISTORY     - 1946     GOOD             CGS
 JU3190  HISTORY     - 20100925 GOOD             GEOCAC
 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.
 JU3190
 JU3190                          STATION RECOVERY (2010)
 JU3190
 JU3190'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3049 ***********************************************************************
 JU3049  DESIGNATION -  CAMDEN CROFTS CHIMNEY USE
 JU3049  PID         -  JU3049
 JU3049  STATE/COUNTY-  NJ/CAMDEN
 JU3049  COUNTRY     -  US
 JU3049  USGS QUAD   -  CAMDEN (2019)
 JU3049
 JU3049                         *CURRENT SURVEY CONTROL
 JU3049  ______________________________________________________________________
 JU3049* NAD 83(1996) POSITION- 39 55 11.79084(N) 075 07 15.90397(W)   ADJUSTED
 JU3049  ______________________________________________________________________
 JU3049  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 JU3049  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3049.GEOID18 height accuracy estimate available here.
 JU3049
 JU3049.Click photographs - Photos may exist for this station.
 JU3049
 JU3049.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3049
 JU3049. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8965218878(NAD 83)
 JU3049
 JU3049                          SUPERSEDED SURVEY CONTROL
 JU3049
 JU3049  NAD 83(1991)-  39 55 11.78743(N)    075 07 15.90275(W) AD(       ) 3
 JU3049  NAD 83(1986)-  39 55 11.78365(N)    075 07 15.90518(W) AD(       ) 3
 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
 JU3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3049.See file dsdata.pdf to determine how the superseded data were derived.
 JU3049
 JU3049_MARKER: 85 = CHIMNEY
 JU3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3049+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3049
 JU3049  HISTORY     - Date     Condition        Report By
 JU3049  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3049  HISTORY     - 1935     GOOD             CGS
 JU3049  HISTORY     - 1946     GOOD             CGS
 JU3049  HISTORY     - 20070516 GOOD             UE
 JU3049  HISTORY     - 20100925 GOOD             GEOCAC
 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.
 JU3049
 JU3049                          STATION RECOVERY (2007)
 JU3049
 JU3049'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3049'RECOVERED IN GOOD CONDITION.
 JU3049
 JU3049                          STATION RECOVERY (2010)
 JU3049
 JU3049'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3069 ***********************************************************************
 JU3069  DESIGNATION -  CAMDEN HIGH SCH TWR CEN FINIAL
 JU3069  PID         -  JU3069
 JU3069  STATE/COUNTY-  NJ/CAMDEN
 JU3069  COUNTRY     -  US
 JU3069  USGS QUAD   -  CAMDEN (2019)
 JU3069
 JU3069                         *CURRENT SURVEY CONTROL
 JU3069  ______________________________________________________________________
 JU3069* NAD 83(1996) POSITION- 39 56 07.33085(N) 075 05 54.41456(W)   ADJUSTED
 JU3069  ______________________________________________________________________
 JU3069  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 JU3069  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3069.GEOID18 height accuracy estimate available here.
 JU3069
 JU3069.Click photographs - Photos may exist for this station.
 JU3069
 JU3069.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3069
 JU3069. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9158820588(NAD 83)
 JU3069
 JU3069                          SUPERSEDED SURVEY CONTROL
 JU3069
 JU3069  NAD 83(1991)-  39 56 07.32955(N)    075 05 54.41606(W) AD(       ) 3
 JU3069  NAD 83(1986)-  39 56 07.32631(N)    075 05 54.41884(W) AD(       ) 3
 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
 JU3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3069.See file dsdata.pdf to determine how the superseded data were derived.
 JU3069
 JU3069_MARKER: 82 = FINIAL
 JU3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3069+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 JU3069
 JU3069  HISTORY     - Date     Condition        Report By
 JU3069  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3069  HISTORY     - 1946     GOOD             CGS
 JU3069  HISTORY     - 20100414 GOOD             GEOCAC
 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.
 JU3069
 JU3069                          STATION RECOVERY (2010)
 JU3069
 JU3069'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JU3069'SCHOOL STILL STANDS AS DOES TOWER BUT TOWER WAS SURROUNDED BY
 JU3069'SCAFFOLDING ON DAY OF MY VISIT DUE TO EXTENSIVE REWORK.
 JU3069'ON SITE PROJECT FOREMAN ASSURED ME THAT ALL ARCHICTECTURAL DETAILS
 JU3069'WERE TO BE PRESERVED SO THIS ONE SHOULD REMAIN GOOD.
 JU3069'COULD USE A VISIT AFTER THE WORK IS DONE TO VERIFY NO CHANGE TO
 JU3069'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3061 ***********************************************************************
 JU3061  DESIGNATION -  CAMDEN HIGHLAND WORSTED CHIM
 JU3061  PID         -  JU3061
 JU3061  STATE/COUNTY-  NJ/CAMDEN
 JU3061  COUNTRY     -  US
 JU3061  USGS QUAD   -  CAMDEN (2019)
 JU3061
 JU3061                         *CURRENT SURVEY CONTROL
 JU3061  ______________________________________________________________________
 JU3061* NAD 83(1996) POSITION- 39 57 07.91003(N) 075 06 40.61981(W)   ADJUSTED
 JU3061  ______________________________________________________________________
 JU3061  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 JU3061  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3061.GEOID18 height accuracy estimate available here.
 JU3061
 JU3061.Click photographs - Photos may exist for this station.
 JU3061
 JU3061.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3061
 JU3061. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9049422457(NAD 83)
 JU3061
 JU3061                          SUPERSEDED SURVEY CONTROL
 JU3061
 JU3061  NAD 83(1991)-  39 57 07.90905(N)    075 06 40.62231(W) AD(       ) 3
 JU3061  NAD 83(1986)-  39 57 07.89884(N)    075 06 40.61848(W) AD(       ) 3
 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
 JU3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3061.See file dsdata.pdf to determine how the superseded data were derived.
 JU3061
 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 = JULY 24, 2026 22:12:30 EDT
 JU3186 ***********************************************************************
 JU3186  DESIGNATION -  CAMDEN MC ANDREWS FORBES CHIM
 JU3186  PID         -  JU3186
 JU3186  STATE/COUNTY-  NJ/CAMDEN
 JU3186  COUNTRY     -  US
 JU3186  USGS QUAD   -  PHILADELPHIA (2019)
 JU3186
 JU3186                         *CURRENT SURVEY CONTROL
 JU3186  ______________________________________________________________________
 JU3186* NAD 83(1996) POSITION- 39 55 09.38526(N) 075 07 32.40190(W)   ADJUSTED
 JU3186  ______________________________________________________________________
 JU3186  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 JU3186  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3186.GEOID18 height accuracy estimate available here.
 JU3186
 JU3186.Click photographs - Photos may exist for this station.
 JU3186
 JU3186.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3186
 JU3186. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8926018805(NAD 83)
 JU3186
 JU3186                          SUPERSEDED SURVEY CONTROL
 JU3186
 JU3186  NAD 83(1991)-  39 55 09.38156(N)    075 07 32.40165(W) AD(       ) 3
 JU3186  NAD 83(1986)-  39 55 09.37767(N)    075 07 32.40419(W) AD(       ) 3
 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
 JU3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3186.See file dsdata.pdf to determine how the superseded data were derived.
 JU3186
 JU3186_MARKER: 85 = CHIMNEY
 JU3186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3186+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3186
 JU3186  HISTORY     - Date     Condition        Report By
 JU3186  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3186  HISTORY     - 1935     GOOD             CGS
 JU3186  HISTORY     - 1976     GOOD             NGS
 JU3186  HISTORY     - 20070731 GOOD             UE
 JU3186  HISTORY     - 20100925 GOOD             GEOCAC
 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.
 JU3186
 JU3186                          STATION RECOVERY (2007)
 JU3186
 JU3186'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3186'RECOVERED IN GOOD CONDITION.
 JU3186
 JU3186                          STATION RECOVERY (2010)
 JU3186
 JU3186'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3025 ***********************************************************************
 JU3025  DESIGNATION -  CAMDEN NJ WATER CO STANDPIPE
 JU3025  PID         -  JU3025
 JU3025  STATE/COUNTY-  NJ/CAMDEN
 JU3025  COUNTRY     -  US
 JU3025  USGS QUAD   -  CAMDEN (2019)
 JU3025
 JU3025                         *CURRENT SURVEY CONTROL
 JU3025  ______________________________________________________________________
 JU3025* NAD 83(1996) POSITION- 39 57 02.49790(N) 075 05 03.93572(W)   ADJUSTED
 JU3025  ______________________________________________________________________
 JU3025  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 JU3025  LAPLACE CORR    -          2.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3025.GEOID18 height accuracy estimate available here.
 JU3025
 JU3025.Click photographs - Photos may exist for this station.
 JU3025
 JU3025.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3025
 JU3025. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9278822288(NAD 83)
 JU3025
 JU3025                          SUPERSEDED SURVEY CONTROL
 JU3025
 JU3025  NAD 83(1991)-  39 57 02.49527(N)    075 05 03.93814(W) AD(       ) 3
 JU3025  NAD 83(1986)-  39 57 02.49195(N)    075 05 03.94141(W) AD(       ) 3
 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
 JU3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3025.See file dsdata.pdf to determine how the superseded data were derived.
 JU3025
 JU3025_MARKER: 52 = STANDPIPE TANK
 JU3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3025+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2007
 JU3025
 JU3025  HISTORY     - Date     Condition        Report By
 JU3025  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3025  HISTORY     - 1946     GOOD             CGS
 JU3025  HISTORY     - 20070714 GOOD             UE
 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.
 JU3025
 JU3025                          STATION RECOVERY (2007)
 JU3025
 JU3025'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3050 ***********************************************************************
 JU3050  DESIGNATION -  CAMDEN SHIPBUILDING TANK
 JU3050  PID         -  JU3050
 JU3050  STATE/COUNTY-  NJ/CAMDEN
 JU3050  COUNTRY     -  US
 JU3050  USGS QUAD   -  CAMDEN (2019)
 JU3050
 JU3050                         *CURRENT SURVEY CONTROL
 JU3050  ______________________________________________________________________
 JU3050* NAD 83(1996) POSITION- 39 54 44.77025(N) 075 07 12.67738(W)   ADJUSTED
 JU3050  ______________________________________________________________________
 JU3050  GEOID HEIGHT    -        -32.878 (meters)                     GEOID18
 JU3050  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3050.GEOID18 height accuracy estimate available here.
 JU3050
 JU3050.Click photographs - Photos may exist for this station.
 JU3050
 JU3050.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3050
 JU3050. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8972718045(NAD 83)
 JU3050
 JU3050                          SUPERSEDED SURVEY CONTROL
 JU3050
 JU3050  NAD 83(1991)-  39 54 44.76560(N)    075 07 12.67711(W) AD(       ) 3
 JU3050  NAD 83(1986)-  39 54 44.76182(N)    075 07 12.67960(W) AD(       ) 3
 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
 JU3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3050.See file dsdata.pdf to determine how the superseded data were derived.
 JU3050
 JU3050_MARKER: 53 = ELEVATED TANK
 JU3050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3050+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 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  HISTORY     - 20070516 GOOD             UE
 JU3050  HISTORY     - 20100925 GOOD             GEOCAC
 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.
 JU3050
 JU3050                          STATION RECOVERY (2007)
 JU3050
 JU3050'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3050'RECOVERED IN GOOD CONDITION.
 JU3050
 JU3050                          STATION RECOVERY (2010)
 JU3050
 JU3050'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3062 ***********************************************************************
 JU3062  DESIGNATION -  CAMDEN ST JOSEPHS CHURCH CROSS
 JU3062  PID         -  JU3062
 JU3062  STATE/COUNTY-  NJ/CAMDEN
 JU3062  COUNTRY     -  US
 JU3062  USGS QUAD   -  CAMDEN (2019)
 JU3062
 JU3062                         *CURRENT SURVEY CONTROL
 JU3062  ______________________________________________________________________
 JU3062* NAD 83(1996) POSITION- 39 55 49.04829(N) 075 06 36.07094(W)   ADJUSTED
 JU3062  ______________________________________________________________________
 JU3062  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 JU3062  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3062.GEOID18 height accuracy estimate available here.
 JU3062
 JU3062.Click photographs - Photos may exist for this station.
 JU3062
 JU3062.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3062
 JU3062. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9059920026(NAD 83)
 JU3062
 JU3062                          SUPERSEDED SURVEY CONTROL
 JU3062
 JU3062  NAD 83(1991)-  39 55 49.04548(N)    075 06 36.07055(W) AD(       ) 3
 JU3062  NAD 83(1986)-  39 55 49.04197(N)    075 06 36.07315(W) AD(       ) 3
 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
 JU3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3062.See file dsdata.pdf to determine how the superseded data were derived.
 JU3062
 JU3062_MARKER: 91 = CHURCH CROSS
 JU3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3062+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 JU3062
 JU3062  HISTORY     - Date     Condition        Report By
 JU3062  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3062  HISTORY     - 1946     GOOD             CGS
 JU3062  HISTORY     - 20100414 GOOD             GEOCAC
 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.
 JU3062
 JU3062                          STATION RECOVERY (2010)
 JU3062
 JU3062'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JU3062'LOCATED IN THE NORTHEAST QUADRANT OF THE OFFSET INTERSECTION OF SOUTH
 JU3062'10TH STREET AND MECHANIC STREET WHEN APPROACHING FROM NORTH TRAVELLING
 JU3062'SOUTH ON 10TH.
 JU3062'DISCREPANCY IN 1933 DESCRIPTION IS DUE TO OFFSET - AT MECHANIC 10TH
 JU3062'STREET SHIFTS APPROXIMATELY 122 FEET TO THE EAST AND CONTINUES SOUTH.
 JU3062'
 JU3062'APPROACHING FROM THE SOUTH, NORTHBOUND ON 10TH, WHEN YOU REACH
 JU3062'MECHANIC THE MARK WILL BE NORTH ACROSS MECHANIC AND TO YOUR LEFT OR
 JU3062'WESTERLY.
 JU3062'HOWEVER, IT IS CORRECTLY IDENTIFIED AS THE NORTHEAST QUADRANT SINCE IT
 JU3062'IS IN FACT ON THE EAST SIDE OF THE NORTHERLY CONTINUATION OF 10TH, NOT
 JU3062'THE WEST SIDE.
 JU3062'THE PRESENT DAY ADDRESS GIVEN FOR THIS CHURCH IS 1010 LIBERTY STREET
 JU3062'ON THE NEXT EAST-WEST RUNNING STREET TO THE NORTH.
 JU3062'CORNERSTONE READS KOSCIOL SW. JOZEFA 1913, REFLECTING THE PROUD POLISH
 JU3062'HERITAGE OF THIS DIOCESE.
 JU3062'CONCUR WITH 1946 ELJ REPORT THAT THE COLOR GREEN IS DUE TO
 JU3062'OXIDIZATION, NOT PAINT.
 JU3062'THERE IS A SMALL ROD EXTENDING UP FROM THE TOP CENTER OF THE CROSS,
 JU3062'LIKELY A LIGHTNING ROD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3054 ***********************************************************************
 JU3054  DESIGNATION -  CAMDEN ST PETER A PAUL CH
 JU3054  PID         -  JU3054
 JU3054  STATE/COUNTY-  NJ/CAMDEN
 JU3054  COUNTRY     -  US
 JU3054  USGS QUAD   -  CAMDEN (2019)
 JU3054
 JU3054                         *CURRENT SURVEY CONTROL
 JU3054  ______________________________________________________________________
 JU3054* NAD 83(1996) POSITION- 39 56 06.88660(N) 075 07 07.11138(W)   ADJUSTED
 JU3054  ______________________________________________________________________
 JU3054  GEOID HEIGHT    -        -32.896 (meters)                     GEOID18
 JU3054  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3054.GEOID18 height accuracy estimate available here.
 JU3054
 JU3054.Click photographs - Photos may exist for this station.
 JU3054
 JU3054.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3054
 JU3054. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8986320576(NAD 83)
 JU3054
 JU3054                          SUPERSEDED SURVEY CONTROL
 JU3054
 JU3054  NAD 83(1991)-  39 56 06.88493(N)    075 07 07.11214(W) AD(       ) 3
 JU3054  NAD 83(1986)-  39 56 06.88137(N)    075 07 07.11495(W) AD(       ) 3
 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
 JU3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3054.See file dsdata.pdf to determine how the superseded data were derived.
 JU3054
 JU3054_MARKER: 90 = CHURCH SPIRE
 JU3054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3054+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 JU3054
 JU3054  HISTORY     - Date     Condition        Report By
 JU3054  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3054  HISTORY     - 1946     GOOD             CGS
 JU3054  HISTORY     - 20100414 GOOD             GEOCAC
 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.
 JU3054
 JU3054                          STATION RECOVERY (2010)
 JU3054
 JU3054'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JU3054'PUBLISHED LOCATION AND DESCRIPTION MATCH 553 SPRUCE STREET NOW
 JU3054'IDENTIFIED AS FAITH TABERNACLE CHURCH OF THE LIVING GOD.
 JU3054'TOP OF CROSS WAS CRUDELY HACKED OFF JUST BELOW THE CROSSMEMBER,
 JU3054'LEAVING I-BEAM SHAPED SPIRE WITH A FLAT TOP.
 JU3054'OTHERWISE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4935 ***********************************************************************
 KV4935  DESIGNATION -  CAMERA 2 USCA 1940
 KV4935  PID         -  KV4935
 KV4935  STATE/COUNTY-  NJ/MONMOUTH
 KV4935  COUNTRY     -  US
 KV4935  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4935
 KV4935                         *CURRENT SURVEY CONTROL
 KV4935  ______________________________________________________________________
 KV4935* NAD 83(1996) POSITION- 40 27 42.60769(N) 074 00 03.10433(W)   ADJUSTED
 KV4935* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4935  ______________________________________________________________________
 KV4935  GEOID HEIGHT    -        -32.460 (meters)                     GEOID18
 KV4935  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4935.GEOID18 height accuracy estimate available here.
 KV4935
 KV4935.Click photographs - Photos may exist for this station.
 KV4935
 KV4935.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4935
 KV4935. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000452  x   0.99992205  =   0.99992657
 KV4935!UTM  18      -   1.00000452  x   0.99968833  =   0.99969284
 KV4935
 KV4935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8470979497(NAD 83)
 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
 KV4935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4935.See file dsdata.pdf to determine how the superseded data were derived.
 KV4935
 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 = JULY 24, 2026 22:12:30 EDT
 KU2812 ***********************************************************************
 KU2812  DESIGNATION -  CAMERA NO 1 USCA 1940
 KU2812  PID         -  KU2812
 KU2812  STATE/COUNTY-  NJ/MONMOUTH
 KU2812  COUNTRY     -  US
 KU2812  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2812
 KU2812                         *CURRENT SURVEY CONTROL
 KU2812  ______________________________________________________________________
 KU2812* NAD 83(1996) POSITION- 40 25 30.67677(N) 073 58 59.74759(W)   ADJUSTED
 KU2812* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2812  ______________________________________________________________________
 KU2812  GEOID HEIGHT    -        -32.546 (meters)                     GEOID18
 KU2812  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2812.GEOID18 height accuracy estimate available here.
 KU2812
 KU2812.Click photographs - Photos may exist for this station.
 KU2812
 KU2812.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2812
 KU2812. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8624875446(NAD 83)
 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
 KU2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2812.See file dsdata.pdf to determine how the superseded data were derived.
 KU2812
 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 = JULY 24, 2026 22:12:30 EDT
 JU2692 ***********************************************************************
 JU2692  DESIGNATION -  CAMP WHALEN CUPOLA
 JU2692  PID         -  JU2692
 JU2692  STATE/COUNTY-  NJ/OCEAN
 JU2692  COUNTRY     -  US
 JU2692  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2692
 JU2692                         *CURRENT SURVEY CONTROL
 JU2692  ______________________________________________________________________
 JU2692* NAD 83(1996) POSITION- 39 41 49.26179(N) 074 08 38.80434(W)   ADJUSTED
 JU2692  ______________________________________________________________________
 JU2692  GEOID HEIGHT    -        -33.462 (meters)                     GEOID18
 JU2692  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2692.GEOID18 height accuracy estimate available here.
 JU2692
 JU2692.Click photographs - Photos may exist for this station.
 JU2692
 JU2692.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2692
 JU2692. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7338094480(NAD 83)
 JU2692
 JU2692                          SUPERSEDED SURVEY CONTROL
 JU2692
 JU2692  NAD 83(1986)-  39 41 49.25335(N)    074 08 38.79682(W) AD(       ) 3
 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
 JU2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2692.See file dsdata.pdf to determine how the superseded data were derived.
 JU2692
 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 = JULY 24, 2026 22:12:30 EDT
 KV3900 ***********************************************************************
 KV3900  DESIGNATION -  CAMPBELLS WALL PAPER CO CHIM
 KV3900  PID         -  KV3900
 KV3900  STATE/COUNTY-  NJ/BERGEN
 KV3900  COUNTRY     -  US
 KV3900  USGS QUAD   -  HACKENSACK (2019)
 KV3900
 KV3900                         *CURRENT SURVEY CONTROL
 KV3900  ______________________________________________________________________
 KV3900* NAD 83(1996) POSITION- 40 53 52.83628(N) 074 02 16.46649(W)   ADJUSTED
 KV3900  ______________________________________________________________________
 KV3900  GEOID HEIGHT    -        -31.838 (meters)                     GEOID18
 KV3900  LAPLACE CORR    -          7.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3900.GEOID18 height accuracy estimate available here.
 KV3900
 KV3900.Click photographs - Photos may exist for this station.
 KV3900
 KV3900.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3900
 KV3900. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8103827880(NAD 83)
 KV3900
 KV3900                          SUPERSEDED SURVEY CONTROL
 KV3900
 KV3900  NAD 83(1996)-  40 53 52.83615(N)    074 02 16.46661(W) AD(       ) 3
 KV3900  NAD 83(1996)-  40 53 52.83499(N)    074 02 16.46780(W) AD(       ) 3
 KV3900  NAD 83(1992)-  40 53 52.83283(N)    074 02 16.46831(W) AD(       ) 3
 KV3900  NAD 83(1986)-  40 53 52.84436(N)    074 02 16.46717(W) AD(       ) 3
 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
 KV3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3900.See file dsdata.pdf to determine how the superseded data were derived.
 KV3900
 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 = JULY 24, 2026 22:12:30 EDT
 KV0935 ***********************************************************************
 KV0935  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0935  DESIGNATION -  CANAL
 KV0935  PID         -  KV0935
 KV0935  STATE/COUNTY-  NJ/MIDDLESEX
 KV0935  COUNTRY     -  US
 KV0935  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0935
 KV0935                         *CURRENT SURVEY CONTROL
 KV0935  ______________________________________________________________________
 KV0935* NAD 83(2011) POSITION- 40 29 19.42249(N) 074 26 02.86424(W)   ADJUSTED
 KV0935* NAD 83(2011) ELLIP HT-   -31.168 (meters)        (06/27/12)   ADJUSTED
 KV0935* NAD 83(2011) EPOCH   -  2010.00
 KV0935* NAVD 88 ORTHO HEIGHT -     1.682 (meters)        5.52  (feet) ADJUSTED
 KV0935  ______________________________________________________________________
 KV0935  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 KV0935  NAD 83(2011) X  -  1,303,524.271 (meters)                     COMP
 KV0935  NAD 83(2011) Y  - -4,679,459.049 (meters)                     COMP
 KV0935  NAD 83(2011) Z  -  4,119,387.819 (meters)                     COMP
 KV0935  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 KV0935  DYNAMIC HEIGHT  -          1.681 (meters)        5.52  (feet) COMP
 KV0935  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 KV0935
 KV0935  VERT ORDER      -  SECOND    CLASS 0
 KV0935
 KV0935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0935  Standards:
 KV0935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0935  -------------------------------------------------------------------
 KV0935  NETWORK    0.47   0.61           0.17   0.21   0.31      0.08004289
 KV0935  -------------------------------------------------------------------
 KV0935  Click here for local accuracies and other accuracy information.
 KV0935
 KV0935.The horizontal coordinates were established by GPS observations
 KV0935.and adjusted by the National Geodetic Survey in June 2012.
 KV0935
 KV0935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0935.been affixed to the stable North American tectonic plate. See 
 KV0935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0935
 KV0935.The horizontal coordinates are valid at the epoch date displayed above
 KV0935.which is a decimal equivalence of Year/Month/Day.
 KV0935
 KV0935.The orthometric height was determined by differential leveling and
 KV0935.adjusted by the NATIONAL GEODETIC SURVEY
 KV0935.in June 1991.
 KV0935
 KV0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0935.GEOID18 height accuracy estimate available here.
 KV0935
 KV0935.This Tidal Bench Mark is designated as VM 2539
 KV0935.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0935
 KV0935.Click photographs - Photos may exist for this station.
 KV0935
 KV0935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0935
 KV0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0935
 KV0935.The ellipsoidal height was determined by GPS observations
 KV0935.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0935
 KV0935;                    North         East     Units Scale Factor Converg.
 KV0935;SPC NJ       -   183,779.149   155,584.117   MT  0.99990038   +0 02 34.0
 KV0935;SPC NJ       -   602,948.76    510,445.56   sFT  0.99990038   +0 02 34.0
 KV0935;SPC NY L     -    35,854.592   263,193.311   MT  1.00001468   -0 17 02.2
 KV0935;SPC NY L     -   117,632.94    863,493.39   sFT  1.00001468   -0 17 02.2
 KV0935;UTM  18      - 4,482,157.363   547,956.584   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:                Primary Azimuth Mark                     Grid Az
 KV0935:SPC NJ       -  WILSON                                   299 05 38.5
 KV0935:SPC NY L     -  WILSON                                   299 25 14.7
 KV0935:UTM  18      -  WILSON                                   298 46 09.8
 KV0935
 KV0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4795682157(NAD 83)
 KV0935
 KV0935|---------------------------------------------------------------------|
 KV0935| PID    Reference Object                     Distance      Geod. Az  |
 KV0935|                                                           dddmmss.s |
 KV0935| KV0937 CANAL RM 2                           10.665 METERS 04358     |
 KV0935| KV5477 WILSON                              APPROX. 1.0 KM 2990812.5 |
 KV0935| KV0936 CANAL RM 1                           14.132 METERS 31047     |
 KV0935| KV5433 NEW BRUNSWICK BLACK SPIRE           APPROX. 1.1 KM 3171219.2 |
 KV0935| KV4887 NEW BRUNSWICK RUTG HARTZ CUP        APPROX. 1.9 KM 3204533.0 |
 KV0935| KV5431 MARTINS LANDING NJ GAS HOLDER       APPROX. 1.3 KM 3302214.8 |
 KV0935|---------------------------------------------------------------------|
 KV0935
 KV0935                          SUPERSEDED SURVEY CONTROL
 KV0935
 KV0935  NAD 83(2007)-  40 29 19.42294(N)    074 26 02.86516(W) AD(2002.00) 0
 KV0935  ELLIP H (02/10/07)  -31.166  (m)                       GP(2002.00)    
 KV0935  ELLIP H (10/23/02)  -31.163  (m)                       GP(       ) 4 1
 KV0935  NAD 83(1996)-  40 29 19.42323(N)    074 26 02.86539(W) AD(       ) 1
 KV0935  ELLIP H (05/14/99)  -31.160  (m)                       GP(       ) 4 1
 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               1.68   (m)            5.5    (f) LEVELING    3  
 KV0935  NAVD 88               1.68   (m)            5.5    (f) LEVELING    3  
 KV0935  NGVD 29 (04/16/92)    1.978  (m)            6.49   (f) ADJUSTED    2 0
 KV0935  NGVD 29 (??/??/87)    2.020  (m)            6.63   (f) SUPERSEDED  2 0
 KV0935
 KV0935.Superseded values are not recommended for survey control.
 KV0935
 KV0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0935.See file dsdata.pdf to determine how the superseded data were derived.
 KV0935
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0935+STABILITY: SURFACE MOTION
 KV0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0935+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2020
 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     - 19910131 GOOD
 KV0935  HISTORY     - 19920205 GOOD
 KV0935  HISTORY     - 19940412 GOOD             NJGS
 KV0935  HISTORY     - 20010202 POOR             NJGS
 KV0935  HISTORY     - 20200618 SEE DESCRIPTION  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 (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.
 KV0935
 KV0935                          STATION RECOVERY (2020)
 KV0935
 KV0935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV0935'DESCRIPTION STATES PUBLISHED POSITION AND ELEVATION NO LONGER VALID.
 KV0935'UNUSABLE FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4331 ***********************************************************************
 KV4331  DESIGNATION -  CANAL
 KV4331  PID         -  KV4331
 KV4331  STATE/COUNTY-  NJ/HUDSON
 KV4331  COUNTRY     -  US
 KV4331  USGS QUAD   -  JERSEY CITY (2019)
 KV4331
 KV4331                         *CURRENT SURVEY CONTROL
 KV4331  ______________________________________________________________________
 KV4331* NAD 83(1996) POSITION- 40 43 28.54078(N) 074 05 39.26451(W)   ADJUSTED
 KV4331* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4331  ______________________________________________________________________
 KV4331  GEOID HEIGHT    -        -32.092 (meters)                     GEOID18
 KV4331  LAPLACE CORR    -          6.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4331.GEOID18 height accuracy estimate available here.
 KV4331
 KV4331.Click photographs - Photos may exist for this station.
 KV4331
 KV4331.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4331
 KV4331. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000462  x   0.99991446  =   0.99991908
 KV4331!SPC NY L     -   1.00000462  x   0.99999729  =   1.00000191
 KV4331!UTM  18      -   1.00000462  x   0.99967202  =   0.99967664
 KV4331
 KV4331:                Primary Azimuth Mark                     Grid Az
 KV4331:SPC NJ       -  BERGEN                                   216 55 42.2
 KV4331:SPC NY L     -  BERGEN                                   217 15 17.1
 KV4331:UTM  18      -  BERGEN                                   216 36 07.7
 KV4331
 KV4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7649208579(NAD 83)
 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  USSD        -  40 43 28.55100(N)    074 05 40.65200(W) AD(       ) 3
 KV4331
 KV4331.Superseded values are not recommended for survey control.
 KV4331
 KV4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4331.See file dsdata.pdf to determine how the superseded data were derived.
 KV4331
 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 = JULY 24, 2026 22:12:30 EDT
 HU2802 ***********************************************************************
 HU2802  DESIGNATION -  CANAL
 HU2802  PID         -  HU2802
 HU2802  STATE/COUNTY-  NJ/CAPE MAY
 HU2802  COUNTRY     -  US
 HU2802  USGS QUAD   -  CAPE MAY (2019)
 HU2802
 HU2802                         *CURRENT SURVEY CONTROL
 HU2802  ______________________________________________________________________
 HU2802* NAD 83(1996) POSITION- 38 58 06.62245(N) 074 57 48.58941(W)   ADJUSTED
 HU2802* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 HU2802  ______________________________________________________________________
 HU2802  GEOID HEIGHT    -        -35.420 (meters)                     GEOID18
 HU2802  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2802.GEOID18 height accuracy estimate available here.
 HU2802
 HU2802.Click photographs - Photos may exist for this station.
 HU2802
 HU2802.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2802
 HU2802. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960558
 HU2802
 HU2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0316213282(NAD 83)
 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
 HU2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2802.See file dsdata.pdf to determine how the superseded data were derived.
 HU2802
 HU2802_MARKER: DD = SURVEY DISK
 HU2802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 SUITABLE FOR
 HU2802+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2011
 HU2802
 HU2802  HISTORY     - Date     Condition        Report By
 HU2802  HISTORY     - 1984     MONUMENTED       NOS
 HU2802  HISTORY     - 20110303 GOOD             INDIV
 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.
 HU2802
 HU2802                          STATION RECOVERY (2011)
 HU2802
 HU2802'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 HU2802'THE STATION WAS RECOVERED ON A DUNE IN VERY THICK VEGETATION. IT WAS
 HU2802'UNDER A GROUP OF VINES AND SMALL SHRUBS AND WAS COVERED BY 2 INCHES OF
 HU2802'SAND. THE 1984 DESCRIPTION IS ADEQUATE EXCEPT THAT THE POLE WITH AN
 HU2802'ELECTRICAL POWER BOX IS NO LONGER THERE AND THE STATION IS 16.1 FT NW
 HU2802'(NOT N) OF A SMALL CEDAR SHRUB. IT IS ALSO 28 FT SW OF A 12 INCH TREE
 HU2802'AND 5.5 FT SE OF A 2 INCH CEDAR.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU2832 ***********************************************************************
 HU2832  DESIGNATION -  CANAL 3
 HU2832  PID         -  HU2832
 HU2832  STATE/COUNTY-  NJ/CAPE MAY
 HU2832  COUNTRY     -  US
 HU2832  USGS QUAD   -  CAPE MAY (2019)
 HU2832
 HU2832                         *CURRENT SURVEY CONTROL
 HU2832  ______________________________________________________________________
 HU2832* NAD 83(2011) POSITION- 38 58 03.72102(N) 074 56 24.52013(W)   ADJUSTED
 HU2832* NAD 83(2011) ELLIP HT-   -32.131 (meters)        (06/27/12)   ADJUSTED
 HU2832* NAD 83(2011) EPOCH   -  2010.00
 HU2832* NAVD 88 ORTHO HEIGHT -     3.3   (meters)       11.    (feet) GPS OBS
 HU2832  ______________________________________________________________________
 HU2832  NAVD 88 orthometric height was determined with geoid model    GEOID90
 HU2832  GEOID HEIGHT    -        -35.370 (meters)                     GEOID90
 HU2832  GEOID HEIGHT    -        -35.435 (meters)                     GEOID18
 HU2832  NAD 83(2011) X  -  1,290,190.962 (meters)                     COMP
 HU2832  NAD 83(2011) Y  - -4,795,015.656 (meters)                     COMP
 HU2832  NAD 83(2011) Z  -  3,989,509.522 (meters)                     COMP
 HU2832  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 HU2832
 HU2832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2832  Standards:
 HU2832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2832  -------------------------------------------------------------------
 HU2832  NETWORK    0.99   1.51           0.43   0.37   0.77      0.25420795
 HU2832  -------------------------------------------------------------------
 HU2832  Click here for local accuracies and other accuracy information.
 HU2832
 HU2832.The horizontal coordinates were established by GPS observations
 HU2832.and adjusted by the National Geodetic Survey in June 2012.
 HU2832
 HU2832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2832.been affixed to the stable North American tectonic plate. See 
 HU2832.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2832
 HU2832.The horizontal coordinates are valid at the epoch date displayed above
 HU2832.which is a decimal equivalence of Year/Month/Day.
 HU2832
 HU2832.The orthometric height was determined by GPS observations and a
 HU2832.high-resolution geoid model.
 HU2832
 HU2832.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2832.GEOID18 height accuracy estimate available here.
 HU2832
 HU2832.Click photographs - Photos may exist for this station.
 HU2832
 HU2832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2832
 HU2832.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2832
 HU2832.The ellipsoidal height was determined by GPS observations
 HU2832.and is referenced to NAD 83.
 HU2832
 HU2832. The following values were computed from the NAD 83(2011) position.
 HU2832
 HU2832;                    North         East     Units Scale Factor Converg.
 HU2832;SPC NJ       -    15,007.198   111,858.273   MT  0.99991791   -0 16 36.5
 HU2832;SPC NJ       -    49,236.12    366,988.35   sFT  0.99991791   -0 16 36.5
 HU2832;UTM  18      - 4,313,193.962   505,185.350   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  =   0.99960537
 HU2832
 HU2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0518513193(NAD 83)
 HU2832
 HU2832                          SUPERSEDED SURVEY CONTROL
 HU2832
 HU2832  NAD 83(2007)-  38 58 03.72131(N)    074 56 24.52087(W) AD(2002.00) 0
 HU2832  ELLIP H (02/10/07)  -32.116  (m)                       GP(2002.00)    
 HU2832  ELLIP H (10/23/02)  -32.098  (m)                       GP(       ) 4 1
 HU2832  NAD 83(1996)-  38 58 03.72131(N)    074 56 24.52059(W) AD(       ) 1
 HU2832  ELLIP H (05/14/99)  -32.107  (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)  -32.180  (m)                       GP(       ) 3 2
 HU2832
 HU2832.Superseded values are not recommended for survey control.
 HU2832
 HU2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2832.See file dsdata.pdf to determine how the superseded data were derived.
 HU2832
 HU2832_MARKER: DD = SURVEY DISK
 HU2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2832_STAMPING: CANAL-3 1980
 HU2832_MARK LOGO: USACE
 HU2832_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2832+STABILITY: SURFACE MOTION
 HU2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2832+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2009
 HU2832
 HU2832  HISTORY     - Date     Condition        Report By
 HU2832  HISTORY     - 1980     MONUMENTED       USACE
 HU2832  HISTORY     - 19900821 GOOD
 HU2832  HISTORY     - 19910523 GOOD             NJGS
 HU2832  HISTORY     - 20060915 GOOD             GEOCAC
 HU2832  HISTORY     - 20090225 GOOD             INDIV
 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.
 HU2832
 HU2832                          STATION RECOVERY (2009)
 HU2832
 HU2832'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 HU2832'THE STATION WAS RECOVERED AS DESCRIBED.
 HU2832'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6040 ***********************************************************************
 KV6040  DESIGNATION -  CANAL MON 15
 KV6040  PID         -  KV6040
 KV6040  STATE/COUNTY-  NJ/MERCER
 KV6040  COUNTRY     -  US
 KV6040  USGS QUAD   -  TRENTON WEST (2016)
 KV6040
 KV6040                         *CURRENT SURVEY CONTROL
 KV6040  ______________________________________________________________________
 KV6040* NAD 83(2011) POSITION- 40 14 41.43524(N) 074 49 09.93546(W)   ADJUSTED
 KV6040* NAD 83(2011) ELLIP HT-   -15.974 (meters)        (06/27/12)   ADJUSTED
 KV6040* NAD 83(2011) EPOCH   -  2010.00
 KV6040* NAVD 88 ORTHO HEIGHT -    17.401 (meters)       57.09  (feet) ADJUSTED
 KV6040  ______________________________________________________________________
 KV6040  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 KV6040  NAD 83(2011) X  -  1,276,623.111 (meters)                     COMP
 KV6040  NAD 83(2011) Y  - -4,705,058.106 (meters)                     COMP
 KV6040  NAD 83(2011) Z  -  4,098,764.026 (meters)                     COMP
 KV6040  LAPLACE CORR    -          4.38  (seconds)                    DEFLEC18
 KV6040  DYNAMIC HEIGHT  -         17.393 (meters)       57.06  (feet) COMP
 KV6040  MODELED GRAVITY -    980,165.5   (mgal)                       NAVD 88
 KV6040
 KV6040  VERT ORDER      -  FIRST     CLASS I
 KV6040
 KV6040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6040  Standards:
 KV6040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6040  -------------------------------------------------------------------
 KV6040  NETWORK    0.76   0.86           0.29   0.33   0.44     -0.18308779
 KV6040  -------------------------------------------------------------------
 KV6040  Click here for local accuracies and other accuracy information.
 KV6040
 KV6040.The horizontal coordinates were established by GPS observations
 KV6040.and adjusted by the National Geodetic Survey in June 2012.
 KV6040
 KV6040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6040.been affixed to the stable North American tectonic plate. See 
 KV6040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6040
 KV6040.The horizontal coordinates are valid at the epoch date displayed above
 KV6040.which is a decimal equivalence of Year/Month/Day.
 KV6040
 KV6040.The orthometric height was determined by differential leveling and
 KV6040.adjusted by the NATIONAL GEODETIC SURVEY
 KV6040.in May 2012.
 KV6040
 KV6040.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6040.GEOID18 height accuracy estimate available here.
 KV6040
 KV6040.Click photographs - Photos may exist for this station.
 KV6040
 KV6040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6040
 KV6040.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6040
 KV6040.The ellipsoidal height was determined by GPS observations
 KV6040.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6040
 KV6040;                    North         East     Units Scale Factor Converg.
 KV6040;SPC NJ       -   156,747.274   122,823.305   MT  0.99990909   -0 12 22.9
 KV6040;SPC NJ       -   514,261.68    402,962.79   sFT  0.99990909   -0 12 22.9
 KV6040;SPC PA S     -   105,345.999   849,302.614   MT  0.99996592   +1 54 04.8
 KV6040;SPC PA S     -   345,622.67  2,786,420.33   sFT  0.99996592   +1 54 04.8
 KV6040;UTM  18      - 4,454,948.622   515,358.510   MT  0.99960290   +0 06 60.0
 KV6040
 KV6040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6040!SPC NJ       -   1.00000251  x   0.99990909  =   0.99991160
 KV6040!SPC PA S     -   1.00000251  x   0.99996592  =   0.99996843
 KV6040!UTM  18      -   1.00000251  x   0.99960290  =   0.99960540
 KV6040
 KV6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1535854948(NAD 83)
 KV6040
 KV6040                          SUPERSEDED SURVEY CONTROL
 KV6040
 KV6040  NAD 83(2007)-  40 14 41.43563(N)    074 49 09.93626(W) AD(2002.00) 0
 KV6040  ELLIP H (02/10/07)  -15.958  (m)                       GP(2002.00)    
 KV6040  ELLIP H (10/23/02)  -15.936  (m)                       GP(       ) 4 1
 KV6040  NAD 83(1996)-  40 14 41.43616(N)    074 49 09.93658(W) AD(       ) 1
 KV6040  ELLIP H (05/14/99)  -15.911  (m)                       GP(       ) 4 1
 KV6040  NAD 83(1986)-  40 14 41.43500(N)    074 49 09.93943(W) AD(       ) 1
 KV6040  NAVD 88 (06/15/91)   17.408  (m)           57.11   (f) SUPERSEDED  1 1
 KV6040  NGVD 29              17.71   (m)           58.1    (f) LEVELING    3  
 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
 KV6040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6040.See file dsdata.pdf to determine how the superseded data were derived.
 KV6040
 KV6040_MARKER: DD = SURVEY DISK
 KV6040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6040_STAMPING: CANAL MON 15
 KV6040_MARK LOGO: NJGS
 KV6040_PROJECTION: RECESSED 91 CENTIMETERS
 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 - December 05, 2019
 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  HISTORY     - 20080218 GOOD             BAKER
 KV6040  HISTORY     - 20090227 GOOD             NJGS
 KV6040  HISTORY     - 20171208 GOOD             NJGS
 KV6040  HISTORY     - 20190807 GOOD             NJGS
 KV6040  HISTORY     - 20191205 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.
 KV6040
 KV6040                          STATION RECOVERY (2008)
 KV6040
 KV6040'RECOVERY NOTE BY M BAKER JR INCORPORATED 2008 (RJH)
 KV6040'RECOVERED IN GOOD CONDITION.
 KV6040
 KV6040                          STATION RECOVERY (2009)
 KV6040
 KV6040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 KV6040'RECOVERED AS DESCRIBED.
 KV6040
 KV6040                          STATION RECOVERY (2017)
 KV6040
 KV6040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FAC)
 KV6040'RECOVERED IN GOOD CONDITION.
 KV6040
 KV6040                          STATION RECOVERY (2019)
 KV6040
 KV6040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6040'THE STATION IS 42.9 FT (13.1 M) WEST OF POLE NUMBER 62331EW, 8.2 FT
 KV6040'(2.5 M) NORTHWEST OF THE LAST GUIDERAIL POST ON THE GRASS ON THE SOUTH
 KV6040'SIDE OF THE CANAL, 31 FT (9.4 M) NORTHEAST OF THE NORTHERN POLE AT THE
 KV6040'GATE OF THE JOGGING PATH AND 56.8 FT (17.3 M) FROM THE CENTERLINE OF
 KV6040'LOWERFERRY ROAD.
 KV6040
 KV6040                          STATION RECOVERY (2019)
 KV6040
 KV6040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6040'THE MARK IS ALSO 49.41 FT (15.1 M) WEST OF POLE NUMBER 62331EW, 22.5
 KV6040'FT (6.9 M) EAST-NORTHEAST OF THE NORTHERN POLE AT THE GATE OF THE PATH
 KV6040'WALK, 60.75 FT (18.5 M) WEST-NORTHWEST FROM THE CENTERLINE OF
 KV6040'LOWERFERRY ROAD AND 12.75 FT (3.9 M) WEST OF THE LAST GUIDE RAIL POST
 KV6040'ON THE GRASS AT THE SOUTH SIDE OF THE CANAL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6049 ***********************************************************************
 KV6049  DESIGNATION -  CANAL MON 19
 KV6049  PID         -  KV6049
 KV6049  STATE/COUNTY-  NJ/MERCER
 KV6049  COUNTRY     -  US
 KV6049  USGS QUAD   -  PENNINGTON (2019)
 KV6049
 KV6049                         *CURRENT SURVEY CONTROL
 KV6049  ______________________________________________________________________
 KV6049* NAD 83(1986) POSITION- 40 15 04.     (N) 074 49 55.     (W)   SCALED
 KV6049* NAVD 88 ORTHO HEIGHT -    17.634 (meters)       57.85  (feet) ADJUSTED
 KV6049  ______________________________________________________________________
 KV6049  GEOID HEIGHT    -        -33.421 (meters)                     GEOID18
 KV6049  DYNAMIC HEIGHT  -         17.626 (meters)       57.83  (feet) COMP
 KV6049  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 KV6049
 KV6049  VERT ORDER      -  FIRST     CLASS I
 KV6049
 KV6049.The horizontal coordinates were scaled from a map and have
 KV6049.an estimated accuracy of +/- 6 seconds.
 KV6049
 KV6049.The orthometric height was determined by differential leveling and
 KV6049.adjusted by the NATIONAL GEODETIC SURVEY
 KV6049.in June 1991.
 KV6049
 KV6049.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6049.GEOID18 height accuracy estimate available here.
 KV6049
 KV6049.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK142556(NAD 83)
 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
 KV6049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6049.See file dsdata.pdf to determine how the superseded data were derived.
 KV6049
 KV6049_MARKER: DD = SURVEY DISK
 KV6049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6048 ***********************************************************************
 KV6048  DESIGNATION -  CANAL MON 915
 KV6048  PID         -  KV6048
 KV6048  STATE/COUNTY-  NJ/MERCER
 KV6048  COUNTRY     -  US
 KV6048  USGS QUAD   -  TRENTON WEST (2016)
 KV6048
 KV6048                         *CURRENT SURVEY CONTROL
 KV6048  ______________________________________________________________________
 KV6048* NAD 83(1986) POSITION- 40 14 45.     (N) 074 49 23.     (W)   SCALED
 KV6048* NAVD 88 ORTHO HEIGHT -    17.661 (meters)       57.94  (feet) ADJUSTED
 KV6048  ______________________________________________________________________
 KV6048  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 KV6048  DYNAMIC HEIGHT  -         17.653 (meters)       57.92  (feet) COMP
 KV6048  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 KV6048
 KV6048  VERT ORDER      -  FIRST     CLASS I
 KV6048
 KV6048.The horizontal coordinates were scaled from a map and have
 KV6048.an estimated accuracy of +/- 6 seconds.
 KV6048
 KV6048.The orthometric height was determined by differential leveling and
 KV6048.adjusted by the NATIONAL GEODETIC SURVEY
 KV6048.in June 1991.
 KV6048
 KV6048.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6048.GEOID18 height accuracy estimate available here.
 KV6048
 KV6048.Click photographs - Photos may exist for this station.
 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       -   156,860.      122,520.      MT  (+/- 180 meters Scaled)
 KV6048
 KV6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK150550(NAD 83)
 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
 KV6048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6048.See file dsdata.pdf to determine how the superseded data were derived.
 KV6048
 KV6048_MARKER: DD = SURVEY DISK
 KV6048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6048_STAMPING: CANAL MON 915
 KV6048_MARK LOGO: NJGS
 KV6048_PROJECTION: FLUSH
 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 - March 20, 2009
 KV6048
 KV6048  HISTORY     - Date     Condition        Report By
 KV6048  HISTORY     - 1977     MONUMENTED       NJGS
 KV6048  HISTORY     - 19880211 GOOD             NJGS
 KV6048  HISTORY     - 20090320 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.
 KV6048
 KV6048                          STATION RECOVERY (2009)
 KV6048
 KV6048'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 KV6048'RECOVERED IN GOOD CONDITION.
 KV6048'
 KV6048'NOTE-THE STATION IS 0.75 M (2.5 FT) NORTH-NORTHEAST OF A WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6050 ***********************************************************************
 KV6050  DESIGNATION -  CANAL MON 922
 KV6050  PID         -  KV6050
 KV6050  STATE/COUNTY-  NJ/MERCER
 KV6050  COUNTRY     -  US
 KV6050  USGS QUAD   -  PENNINGTON (2019)
 KV6050
 KV6050                         *CURRENT SURVEY CONTROL
 KV6050  ______________________________________________________________________
 KV6050* NAD 83(2011) POSITION- 40 15 25.31789(N) 074 50 17.53235(W)   ADJUSTED
 KV6050* NAD 83(2011) ELLIP HT-   -15.800 (meters)        (06/27/12)   ADJUSTED
 KV6050* NAD 83(2011) EPOCH   -  2010.00
 KV6050* NAVD 88 ORTHO HEIGHT -    17.660 (meters)       57.94  (feet) ADJUSTED
 KV6050  ______________________________________________________________________
 KV6050  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 KV6050  NAD 83(2011) X  -  1,274,852.402 (meters)                     COMP
 KV6050  NAD 83(2011) Y  - -4,704,632.235 (meters)                     COMP
 KV6050  NAD 83(2011) Z  -  4,099,797.179 (meters)                     COMP
 KV6050  LAPLACE CORR    -          4.27  (seconds)                    DEFLEC18
 KV6050  DYNAMIC HEIGHT  -         17.651 (meters)       57.91  (feet) COMP
 KV6050  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 KV6050
 KV6050  VERT ORDER      -  FIRST     CLASS I
 KV6050
 KV6050  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6050  Standards:
 KV6050         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6050            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6050  -------------------------------------------------------------------
 KV6050  NETWORK    0.69   0.90           0.31   0.25   0.46     -0.02033323
 KV6050  -------------------------------------------------------------------
 KV6050  Click here for local accuracies and other accuracy information.
 KV6050
 KV6050.The horizontal coordinates were established by GPS observations
 KV6050.and adjusted by the National Geodetic Survey in June 2012.
 KV6050
 KV6050.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6050.been affixed to the stable North American tectonic plate. See 
 KV6050.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6050
 KV6050.The horizontal coordinates are valid at the epoch date displayed above
 KV6050.which is a decimal equivalence of Year/Month/Day.
 KV6050
 KV6050.The orthometric height was determined by differential leveling and
 KV6050.adjusted by the NATIONAL GEODETIC SURVEY
 KV6050.in June 1991.
 KV6050
 KV6050.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6050.GEOID18 height accuracy estimate available here.
 KV6050
 KV6050.Click photographs - Photos may exist for this station.
 KV6050
 KV6050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6050
 KV6050.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6050
 KV6050.The ellipsoidal height was determined by GPS observations
 KV6050.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6050
 KV6050;                    North         East     Units Scale Factor Converg.
 KV6050;SPC NJ       -   158,106.596   121,230.931   MT  0.99991019   -0 13 06.8
 KV6050;SPC NJ       -   518,721.39    397,738.48   sFT  0.99991019   -0 13 06.8
 KV6050;SPC PA S     -   106,645.909   847,661.232   MT  0.99996518   +1 53 21.0
 KV6050;SPC PA S     -   349,887.45  2,781,035.23   sFT  0.99996518   +1 53 21.0
 KV6050;UTM  18      - 4,456,298.528   513,758.987   MT  0.99960233   +0 06 16.4
 KV6050
 KV6050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6050!SPC NJ       -   1.00000248  x   0.99991019  =   0.99991267
 KV6050!SPC PA S     -   1.00000248  x   0.99996518  =   0.99996766
 KV6050!UTM  18      -   1.00000248  x   0.99960233  =   0.99960481
 KV6050
 KV6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1375856298(NAD 83)
 KV6050
 KV6050                          SUPERSEDED SURVEY CONTROL
 KV6050
 KV6050  NAD 83(2007)-  40 15 25.31828(N)    074 50 17.53316(W) AD(2002.00) 0
 KV6050  ELLIP H (02/10/07)  -15.781  (m)                       GP(2002.00)    
 KV6050  ELLIP H (10/23/02)  -15.773  (m)                       GP(       ) 4 1
 KV6050  NAD 83(1996)-  40 15 25.31887(N)    074 50 17.53354(W) AD(       ) 1
 KV6050  ELLIP H (05/14/99)  -15.729  (m)                       GP(       ) 4 1
 KV6050  NAD 83(1986)-  40 15 25.31727(N)    074 50 17.53613(W) AD(       ) 1
 KV6050  NGVD 29              17.96   (m)           58.9    (f) LEVELING    3  
 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
 KV6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6050.See file dsdata.pdf to determine how the superseded data were derived.
 KV6050
 KV6050_MARKER: DD = SURVEY DISK
 KV6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6050_STAMPING: CANAL MON 922
 KV6050_MARK LOGO: NJGS
 KV6050_PROJECTION: RECESSED 15 CENTIMETERS
 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 - August 13, 2019
 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  HISTORY     - 20111028 GOOD             INDIV
 KV6050  HISTORY     - 20171208 GOOD             NJGS
 KV6050  HISTORY     - 20190813 GOOD             NJGS
 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.
 KV6050
 KV6050                          STATION RECOVERY (2011)
 KV6050
 KV6050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (AJB)
 KV6050'RECOVERED AS DESCRIBED.
 KV6050
 KV6050                          STATION RECOVERY (2017)
 KV6050
 KV6050'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (FAC)
 KV6050'RECOVERED IN GOOD CONDITION.
 KV6050
 KV6050                          STATION RECOVERY (2019)
 KV6050
 KV6050'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV6050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0937 ***********************************************************************
 KV0937  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0937  DESIGNATION -  CANAL RM 2
 KV0937  PID         -  KV0937
 KV0937  STATE/COUNTY-  NJ/MIDDLESEX
 KV0937  COUNTRY     -  US
 KV0937  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0937
 KV0937                         *CURRENT SURVEY CONTROL
 KV0937  ______________________________________________________________________
 KV0937* NAD 83(1986) POSITION- 40 29 19.67   (N) 074 26 02.55   (W)   HD_HELD1
 KV0937* NAVD 88 ORTHO HEIGHT -     1.673 (meters)        5.49  (feet) ADJUSTED
 KV0937  ______________________________________________________________________
 KV0937  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 KV0937  DYNAMIC HEIGHT  -          1.672 (meters)        5.49  (feet) COMP
 KV0937  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 KV0937
 KV0937  VERT ORDER      -  SECOND    CLASS 0
 KV0937
 KV0937.The horizontal coordinates were determined by differentially corrected
 KV0937.hand held GPS observations or other comparable positioning techniques
 KV0937.and have an estimated accuracy of +/- 3 meters.
 KV0937
 KV0937.The orthometric height was determined by differential leveling and
 KV0937.adjusted by the NATIONAL GEODETIC SURVEY
 KV0937.in June 1991.
 KV0937
 KV0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0937.GEOID18 height accuracy estimate available here.
 KV0937
 KV0937.This Tidal Bench Mark is designated as VM 2538
 KV0937.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0937
 KV0937.Click photographs - Photos may exist for this station.
 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       -   183,786.8     155,591.5     MT  (+/- 3 meters HH1 GPS) 
 KV0937
 KV0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4796382165(NAD 83)
 KV0937
 KV0937                          SUPERSEDED SURVEY CONTROL
 KV0937
 KV0937  NGVD 29 (04/16/92)    1.969  (m)            6.46   (f) ADJUSTED    2 0
 KV0937  NGVD 29 (??/??/87)    2.011  (m)            6.60   (f) SUPERSEDED  2 0
 KV0937
 KV0937.Superseded values are not recommended for survey control.
 KV0937
 KV0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0937.See file dsdata.pdf to determine how the superseded data were derived.
 KV0937
 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     - 1932     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 = JULY 24, 2026 22:12:30 EDT
 JU2940 ***********************************************************************
 JU2940  DESIGNATION -  CAPE
 JU2940  PID         -  JU2940
 JU2940  STATE/COUNTY-  NJ/CAPE MAY
 JU2940  COUNTRY     -  US
 JU2940  USGS QUAD   -  STONE HARBOR (2019)
 JU2940
 JU2940                         *CURRENT SURVEY CONTROL
 JU2940  ______________________________________________________________________
 JU2940* NAD 83(1996) POSITION- 39 06 40.20903(N) 074 47 03.63145(W)   ADJUSTED
 JU2940* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU2940  ______________________________________________________________________
 JU2940  GEOID HEIGHT    -        -35.121 (meters)                     GEOID18
 JU2940  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2940.GEOID18 height accuracy estimate available here.
 JU2940
 JU2940.Click photographs - Photos may exist for this station.
 JU2940
 JU2940.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2940
 JU2940. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1864429135(NAD 83)
 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
 JU2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2940.See file dsdata.pdf to determine how the superseded data were derived.
 JU2940
 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 = JULY 24, 2026 22:12:30 EDT
 HU1294 ***********************************************************************
 HU1294  DESIGNATION -  CAPE MAY
 HU1294  PID         -  HU1294
 HU1294  STATE/COUNTY-  NJ/CAPE MAY
 HU1294  COUNTRY     -  US
 HU1294  USGS QUAD   -  CAPE MAY (2019)
 HU1294
 HU1294                         *CURRENT SURVEY CONTROL
 HU1294  ______________________________________________________________________
 HU1294* NAD 83(1996) POSITION- 38 56 00.00456(N) 074 57 36.69545(W)   ADJUSTED
 HU1294* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1294  ______________________________________________________________________
 HU1294  GEOID HEIGHT    -        -35.497 (meters)                     GEOID18
 HU1294  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1294.GEOID18 height accuracy estimate available here.
 HU1294
 HU1294.Click photographs - Photos may exist for this station.
 HU1294
 HU1294.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1294
 HU1294. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000532  x   0.99991960  =   0.99992492
 HU1294!UTM  18      -   1.00000532  x   0.99960015  =   0.99960546
 HU1294
 HU1294:                Primary Azimuth Mark                     Grid Az
 HU1294:SPC NJ       -  CAPE MAY AZ MK                           299 55 53.0
 HU1294:UTM  18      -  CAPE MAY AZ MK                           299 37 01.8
 HU1294
 HU1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0345009379(NAD 83)
 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 0663925.6 |
 HU1294| HU1297 CAPE MAY FLAT TOP WATER TANK        APPROX. 3.3 KM 0671857.3 |
 HU1294| DC7885 CAPE MAY RM 2 AZIMUTH                              11348     |
 HU1294| HU1295 CAPE MAY RM 1                        28.823 METERS 12540     |
 HU1294| HU1293 CAPE MAY LIGHTHOUSE                  40.315 METERS 20356     |
 HU1294| DC7886 CAPE MAY RM 3                        34.160 METERS 22551     |
 HU1294| DC7884 CAPE MAY AZ MK                                     2993831.9 |
 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
 HU1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1294.See file dsdata.pdf to determine how the superseded data were derived.
 HU1294
 HU1294_MARKER: DS = TRIANGULATION STATION DISK
 HU1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1294_STAMPING: CAPE MAY 1932
 HU1294_MARK LOGO: CGS
 HU1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1294+STABILITY: SURFACE MOTION
 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  HISTORY     - 20071012 MARK NOT FOUND   UE
 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.
 HU1294
 HU1294                          STATION RECOVERY (2007)
 HU1294
 HU1294'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 HU1294'TIES TO RM 1 AND RM 3 INDICATE THAT THE MONUMENT IS NOW UNDER THE
 HU1294'BITUMINOUS PAVEMENT A FEW FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 HU1294'U-TURN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1277 ***********************************************************************
 HU1277  DESIGNATION -  CAPE MAY CG ELECTRONICS MAST 1
 HU1277  PID         -  HU1277
 HU1277  STATE/COUNTY-  NJ/CAPE MAY
 HU1277  COUNTRY     -  US
 HU1277  USGS QUAD   -  WILDWOOD (2019)
 HU1277
 HU1277                         *CURRENT SURVEY CONTROL
 HU1277  ______________________________________________________________________
 HU1277* NAD 83(1996) POSITION- 38 56 58.49769(N) 074 52 01.02657(W)   ADJUSTED
 HU1277  ______________________________________________________________________
 HU1277  GEOID HEIGHT    -        -35.534 (meters)                     GEOID18
 HU1277  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1277.GEOID18 height accuracy estimate available here.
 HU1277
 HU1277.Click photographs - Photos may exist for this station.
 HU1277
 HU1277.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1277
 HU1277. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1152911190(NAD 83)
 HU1277
 HU1277                          SUPERSEDED SURVEY CONTROL
 HU1277
 HU1277  NAD 83(1991)-  38 56 58.47876(N)    074 52 01.03504(W) AD(       ) 3
 HU1277  NAD 83(1986)-  38 56 58.47304(N)    074 52 01.03592(W) AD(       ) 3
 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
 HU1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1277.See file dsdata.pdf to determine how the superseded data were derived.
 HU1277
 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
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1305 ***********************************************************************
 HU1305  DESIGNATION -  CAPE MAY CG STA WEST TK 1969
 HU1305  PID         -  HU1305
 HU1305  STATE/COUNTY-  NJ/CAPE MAY
 HU1305  COUNTRY     -  US
 HU1305  USGS QUAD   -  CAPE MAY (2019)
 HU1305
 HU1305                         *CURRENT SURVEY CONTROL
 HU1305  ______________________________________________________________________
 HU1305* NAD 83(1996) POSITION- 38 56 47.32512(N) 074 53 34.08816(W)   ADJUSTED
 HU1305  ______________________________________________________________________
 HU1305  GEOID HEIGHT    -        -35.518 (meters)                     GEOID18
 HU1305  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1305.GEOID18 height accuracy estimate available here.
 HU1305
 HU1305.Click photographs - Photos may exist for this station.
 HU1305
 HU1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1305
 HU1305. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0928910842(NAD 83)
 HU1305
 HU1305                          SUPERSEDED SURVEY CONTROL
 HU1305
 HU1305  NAD 83(1991)-  38 56 47.30702(N)    074 53 34.09716(W) AD(       ) 3
 HU1305  NAD 83(1986)-  38 56 47.30103(N)    074 53 34.09870(W) AD(       ) 3
 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
 HU1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1305.See file dsdata.pdf to determine how the superseded data were derived.
 HU1305
 HU1305_MARKER: 51 = TANK
 HU1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1305+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 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  HISTORY     - 20071012 GOOD             UE
 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.
 HU1305
 HU1305                          STATION RECOVERY (2007)
 HU1305
 HU1305'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 HU1305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1302 ***********************************************************************
 HU1302  DESIGNATION -  CAPE MAY CG TEL REPEATER TOWER
 HU1302  PID         -  HU1302
 HU1302  STATE/COUNTY-  NJ/CAPE MAY
 HU1302  COUNTRY     -  US
 HU1302  USGS QUAD   -  CAPE MAY (2019)
 HU1302
 HU1302                         *CURRENT SURVEY CONTROL
 HU1302  ______________________________________________________________________
 HU1302* NAD 83(1996) POSITION- 38 56 40.95788(N) 074 54 20.94728(W)   ADJUSTED
 HU1302  ______________________________________________________________________
 HU1302  GEOID HEIGHT    -        -35.511 (meters)                     GEOID18
 HU1302  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1302.GEOID18 height accuracy estimate available here.
 HU1302
 HU1302.Click photographs - Photos may exist for this station.
 HU1302
 HU1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1302
 HU1302. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0816110645(NAD 83)
 HU1302
 HU1302                          SUPERSEDED SURVEY CONTROL
 HU1302
 HU1302  NAD 83(1991)-  38 56 40.94018(N)    074 54 20.95708(W) AD(       ) 3
 HU1302  NAD 83(1986)-  38 56 40.93390(N)    074 54 20.95883(W) AD(       ) 3
 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
 HU1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1302.See file dsdata.pdf to determine how the superseded data were derived.
 HU1302
 HU1302_MARKER: 56 = SKELETON TOWER
 HU1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1302+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 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  HISTORY     - 20071012 GOOD             UE
 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.
 HU1302
 HU1302                          STATION RECOVERY (2007)
 HU1302
 HU1302'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 HU1302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1275 ***********************************************************************
 HU1275  DESIGNATION -  CAPE MAY HARBOR POLE SIGNAL
 HU1275  PID         -  HU1275
 HU1275  STATE/COUNTY-  NJ/CAPE MAY
 HU1275  COUNTRY     -  US
 HU1275  USGS QUAD   -  WILDWOOD (2019)
 HU1275
 HU1275                         *CURRENT SURVEY CONTROL
 HU1275  ______________________________________________________________________
 HU1275* NAD 83(1996) POSITION- 38 57 08.00614(N) 074 52 21.97441(W)   ADJUSTED
 HU1275  ______________________________________________________________________
 HU1275  GEOID HEIGHT    -        -35.524 (meters)                     GEOID18
 HU1275  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1275.GEOID18 height accuracy estimate available here.
 HU1275
 HU1275.Click photographs - Photos may exist for this station.
 HU1275
 HU1275.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1275
 HU1275. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1102411482(NAD 83)
 HU1275
 HU1275                          SUPERSEDED SURVEY CONTROL
 HU1275
 HU1275  NAD 83(1991)-  38 57 07.98947(N)    074 52 21.98198(W) AD(       ) 3
 HU1275  NAD 83(1986)-  38 57 07.98308(N)    074 52 21.98365(W) AD(       ) 3
 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
 HU1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1275.See file dsdata.pdf to determine how the superseded data were derived.
 HU1275
 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 = JULY 24, 2026 22:12:30 EDT
 HU1293 ***********************************************************************
 HU1293  DESIGNATION -  CAPE MAY LIGHTHOUSE
 HU1293  PID         -  HU1293
 HU1293  STATE/COUNTY-  NJ/CAPE MAY
 HU1293  COUNTRY     -  US
 HU1293  USGS QUAD   -  CAPE MAY (2019)
 HU1293
 HU1293                         *CURRENT SURVEY CONTROL
 HU1293  ______________________________________________________________________
 HU1293* NAD 83(1996) POSITION- 38 55 58.80725(N) 074 57 37.37731(W)   ADJUSTED
 HU1293* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1293  ______________________________________________________________________
 HU1293  GEOID HEIGHT    -        -35.498 (meters)                     GEOID18
 HU1293  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1293.GEOID18 height accuracy estimate available here.
 HU1293
 HU1293.Click photographs - Photos may exist for this station.
 HU1293
 HU1293.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1293
 HU1293. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000532  x   0.99991961  =   0.99992493
 HU1293!UTM  18      -   1.00000532  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0343309342(NAD 83)
 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  USSD        -  38 55 58.75500(N)    074 57 38.56500(W) AD(       ) 3
 HU1293
 HU1293.Superseded values are not recommended for survey control.
 HU1293
 HU1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1293.See file dsdata.pdf to determine how the superseded data were derived.
 HU1293
 HU1293_MARKER: 13 = LIGHTHOUSE
 HU1293_MARK LOGO: CGS
 HU1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1293+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 HU1293
 HU1293  HISTORY     - Date     Condition        Report By
 HU1293  HISTORY     - 1859     FIRST OBSERVED   COASUR
 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  HISTORY     - 20071012 GOOD             UE
 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 1847 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.
 HU1293
 HU1293                          STATION RECOVERY (2007)
 HU1293
 HU1293'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 HU1293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1282 ***********************************************************************
 HU1282  DESIGNATION -  CAPE MAY LORAN TOWER
 HU1282  PID         -  HU1282
 HU1282  STATE/COUNTY-  NJ/CAPE MAY
 HU1282  COUNTRY     -  US
 HU1282  USGS QUAD   -  WILDWOOD (2019)
 HU1282
 HU1282                         *CURRENT SURVEY CONTROL
 HU1282  ______________________________________________________________________
 HU1282* NAD 83(1996) POSITION- 38 56 58.54882(N) 074 52 01.03044(W)   ADJUSTED
 HU1282  ______________________________________________________________________
 HU1282  GEOID HEIGHT    -        -35.534 (meters)                     GEOID18
 HU1282  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1282.GEOID18 height accuracy estimate available here.
 HU1282
 HU1282.Click photographs - Photos may exist for this station.
 HU1282
 HU1282.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1282
 HU1282. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1152811191(NAD 83)
 HU1282
 HU1282                          SUPERSEDED SURVEY CONTROL
 HU1282
 HU1282  NAD 83(1991)-  38 56 58.52966(N)    074 52 01.03927(W) AD(       ) 3
 HU1282  NAD 83(1986)-  38 56 58.52392(N)    074 52 01.04123(W) AD(       ) 3
 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
 HU1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1282.See file dsdata.pdf to determine how the superseded data were derived.
 HU1282
 HU1282_MARKER: 55 = TOWER
 HU1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1282+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 HU1282
 HU1282  HISTORY     - Date     Condition        Report By
 HU1282  HISTORY     - 1975     FIRST OBSERVED   NGS
 HU1282  HISTORY     - 1982     GOOD             NGS
 HU1282  HISTORY     - 19910405 GOOD             USPSQD
 HU1282  HISTORY     - 20071012 GOOD             UE
 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.
 HU1282
 HU1282                          STATION RECOVERY (2007)
 HU1282
 HU1282'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 HU1282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1299 ***********************************************************************
 HU1299  DESIGNATION -  CAPE MAY MUNICIPAL TANK
 HU1299  PID         -  HU1299
 HU1299  STATE/COUNTY-  NJ/CAPE MAY
 HU1299  COUNTRY     -  US
 HU1299  USGS QUAD   -  CAPE MAY (2019)
 HU1299
 HU1299                         *CURRENT SURVEY CONTROL
 HU1299  ______________________________________________________________________
 HU1299* NAD 83(1996) POSITION- 38 56 13.98623(N) 074 54 54.59243(W)   ADJUSTED
 HU1299* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 HU1299  ______________________________________________________________________
 HU1299  GEOID HEIGHT    -        -35.518 (meters)                     GEOID18
 HU1299  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1299.GEOID18 height accuracy estimate available here.
 HU1299
 HU1299.Click photographs - Photos may exist for this station.
 HU1299
 HU1299.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1299
 HU1299. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000485  x   0.99991595  =   0.99992080
 HU1299!UTM  18      -   1.00000485  x   0.99960067  =   0.99960552
 HU1299
 HU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0735209813(NAD 83)
 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
 HU1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1299.See file dsdata.pdf to determine how the superseded data were derived.
 HU1299
 HU1299_MARKER: 53 = ELEVATED TANK
 HU1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1299+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 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  HISTORY     - 20071012 GOOD             UE
 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.
 HU1299
 HU1299                          STATION RECOVERY (2007)
 HU1299
 HU1299'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 HU1299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1295 ***********************************************************************
 HU1295  DESIGNATION -  CAPE MAY RM 1
 HU1295  PID         -  HU1295
 HU1295  STATE/COUNTY-  NJ/CAPE MAY
 HU1295  COUNTRY     -  US
 HU1295  USGS QUAD   -  CAPE MAY (2019)
 HU1295
 HU1295                         *CURRENT SURVEY CONTROL
 HU1295  ______________________________________________________________________
 HU1295* NAD 83(2011) POSITION- 38 55 59.45938(N) 074 57 35.72293(W)   ADJUSTED
 HU1295* NAD 83(2011) ELLIP HT-   -33.478 (meters)        (06/27/12)   ADJUSTED
 HU1295* NAD 83(2011) EPOCH   -  2010.00
 HU1295* NAVD 88 ORTHO HEIGHT -     2.0   (meters)        7.    (feet) GPS OBS
 HU1295  ______________________________________________________________________
 HU1295  NAVD 88 orthometric height was determined with an earlier geoid model
 HU1295  GEOID HEIGHT    -        -35.498 (meters)                     GEOID18
 HU1295  NAD 83(2011) X  -  1,289,160.468 (meters)                     COMP
 HU1295  NAD 83(2011) Y  - -4,797,786.121 (meters)                     COMP
 HU1295  NAD 83(2011) Z  -  3,986,528.659 (meters)                     COMP
 HU1295  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 HU1295
 HU1295  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU1295  Standards:
 HU1295         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU1295            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU1295  -------------------------------------------------------------------
 HU1295  NETWORK    0.99   1.55           0.43   0.37   0.79      0.14520747
 HU1295  -------------------------------------------------------------------
 HU1295  Click here for local accuracies and other accuracy information.
 HU1295
 HU1295.The horizontal coordinates were established by GPS observations
 HU1295.and adjusted by the National Geodetic Survey in June 2012.
 HU1295
 HU1295.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU1295.been affixed to the stable North American tectonic plate. See 
 HU1295.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU1295
 HU1295.The horizontal coordinates are valid at the epoch date displayed above
 HU1295.which is a decimal equivalence of Year/Month/Day.
 HU1295
 HU1295.The orthometric height was determined by GPS observations and a
 HU1295.high-resolution geoid model.
 HU1295
 HU1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1295.GEOID18 height accuracy estimate available here.
 HU1295
 HU1295.Click photographs - Photos may exist for this station.
 HU1295
 HU1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1295
 HU1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1295
 HU1295.The ellipsoidal height was determined by GPS observations
 HU1295.and is referenced to NAD 83.
 HU1295
 HU1295. The following values were computed from the NAD 83(2011) position.
 HU1295
 HU1295;                    North         East     Units Scale Factor Converg.
 HU1295;SPC NJ       -    11,184.120   110,124.974   MT  0.99991957   -0 17 20.5
 HU1295;SPC NJ       -    36,693.23    361,301.69   sFT  0.99991957   -0 17 20.5
 HU1295;UTM  18      - 4,309,362.653   503,473.596   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  =   0.99960540
 HU1295
 HU1295:                Primary Azimuth Mark                     Grid Az
 HU1295:SPC NJ       -  HANGER                                   075 31 08.5
 HU1295:UTM  18      -  HANGER                                   075 12 17.3
 HU1295
 HU1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0347309362(NAD 83)
 HU1295
 HU1295|---------------------------------------------------------------------|
 HU1295| PID    Reference Object                     Distance      Geod. Az  |
 HU1295|                                                           dddmmss.s |
 HU1295| HU1272 WILDWOOD LARGE STANDPIPE            APPROX.11.4 KM 0663159.9 |
 HU1295| HU1302 CAPE MAY CG TEL REPEATER TOWER      APPROX. 4.9 KM 0744326.7 |
 HU1295| HU0022 HANGER                              APPROX. 6.5 KM 0751348.0 |
 HU1295| HU1283 CAPE MAY COAST GUARD TANK           APPROX. 6.6 KM 0762538.6 |
 HU1295| HU1266 TWO MILE BEACH RADIO MAST           APPROX. 9.2 KM 0770439.9 |
 HU1295| HU1277 CAPE MAY CG ELECTRONICS MAST 1      APPROX. 8.3 KM 0771436.7 |
 HU1295| HU1293 CAPE MAY LIGHTHOUSE                  44.535 METERS 24315     |
 HU1295| DC7886 CAPE MAY RM 3                                      26142     |
 HU1295| DC7884 CAPE MAY AZ MK                                     2995900.8 |
 HU1295| HU1294 CAPE MAY                             28.823 METERS 30540     |
 HU1295|---------------------------------------------------------------------|
 HU1295
 HU1295                          SUPERSEDED SURVEY CONTROL
 HU1295
 HU1295  NAD 83(2007)-  38 55 59.45967(N)    074 57 35.72367(W) AD(2002.00) 0
 HU1295  ELLIP H (02/10/07)  -33.463  (m)                       GP(2002.00)    
 HU1295  ELLIP H (10/23/02)  -33.444  (m)                       GP(       ) 4 1
 HU1295  NAD 83(1996)-  38 55 59.45967(N)    074 57 35.72339(W) AD(       ) 1
 HU1295  ELLIP H (05/14/99)  -33.453  (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)  -33.526  (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
 HU1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1295.See file dsdata.pdf to determine how the superseded data were derived.
 HU1295
 HU1295_MARKER: DR = REFERENCE MARK DISK
 HU1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV4009 ***********************************************************************
 KV4009  DESIGNATION -  CAPITOL
 KV4009  PID         -  KV4009
 KV4009  STATE/COUNTY-  NJ/HUDSON
 KV4009  COUNTRY     -  US
 KV4009  USGS QUAD   -  WEEHAWKEN (2016)
 KV4009
 KV4009                         *CURRENT SURVEY CONTROL
 KV4009  ______________________________________________________________________
 KV4009* NAD 83(1996) POSITION- 40 46 51.12299(N) 074 01 17.24270(W)   ADJUSTED
 KV4009* NAVD 88 ORTHO HEIGHT -    56.    (meters)      184.    (feet) SCALED
 KV4009  ______________________________________________________________________
 KV4009  GEOID HEIGHT    -        -31.829 (meters)                     GEOID18
 KV4009  LAPLACE CORR    -          7.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4009.GEOID18 height accuracy estimate available here.
 KV4009
 KV4009.Click photographs - Photos may exist for this station.
 KV4009
 KV4009.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4009
 KV4009. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8256914892(NAD 83)
 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
 KV4009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4009.See file dsdata.pdf to determine how the superseded data were derived.
 KV4009
 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 = JULY 24, 2026 22:12:30 EDT
 KV6380 ***********************************************************************
 KV6380  DESIGNATION -  CAPITOL
 KV6380  PID         -  KV6380
 KV6380  STATE/COUNTY-  NJ/MERCER
 KV6380  COUNTRY     -  US
 KV6380  USGS QUAD   -  TRENTON WEST (2016)
 KV6380
 KV6380                         *CURRENT SURVEY CONTROL
 KV6380  ______________________________________________________________________
 KV6380* NAD 83(1996) POSITION- 40 11 07.81123(N) 074 45 08.91791(W)   NO CHECK
 KV6380* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6380  ______________________________________________________________________
 KV6380  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 KV6380  LAPLACE CORR    -          4.29  (seconds)                    DEFLEC18
 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
 KV6380.No horizontal observational check was made to the station.
 KV6380
 KV6380.The orthometric height was scaled from a topographic map.
 KV6380
 KV6380.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6380.GEOID18 height accuracy estimate available here.
 KV6380
 KV6380.Click photographs - Photos may exist for this station.
 KV6380
 KV6380.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6380
 KV6380. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2107148375(NAD 83)
 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
 KV6380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6380.See file dsdata.pdf to determine how the superseded data were derived.
 KV6380
 KV6380_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KV6380_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 KV6380_SP_SET: DRIVEN INTO GROUND
 KV6380_STAMPING: CAPITOL 1970
 KV6380_MARK LOGO: USACE
 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       USACE
 KV6380
 KV6380                          STATION DESCRIPTION
 KV6380
 KV6380'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5664 ***********************************************************************
 KV5664  DESIGNATION -  CAR
 KV5664  PID         -  KV5664
 KV5664  STATE/COUNTY-  NJ/BURLINGTON
 KV5664  COUNTRY     -  US
 KV5664  USGS QUAD   -  BRISTOL (2019)
 KV5664
 KV5664                         *CURRENT SURVEY CONTROL
 KV5664  ______________________________________________________________________
 KV5664* NAD 83(1996) POSITION- 40 06 52.12878(N) 074 49 41.21016(W)   ADJUSTED
 KV5664* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5664  ______________________________________________________________________
 KV5664  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 KV5664  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5664.GEOID18 height accuracy estimate available here.
 KV5664
 KV5664.Click photographs - Photos may exist for this station.
 KV5664
 KV5664.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5664
 KV5664. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5664:SPC NJ       -  LANDRETH 2                               291 07 58.5
 KV5664:SPC PA S     -  LANDRETH 2                               289 01 32.9
 KV5664:UTM  18      -  LANDRETH 2                               290 48 38.7
 KV5664
 KV5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1464740477(NAD 83)
 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
 KV5664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5664.See file dsdata.pdf to determine how the superseded data were derived.
 KV5664
 KV5664_MARKER: DS = TRIANGULATION STATION DISK
 KV5664_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5664_MARK LOGO: CGS
 KV5664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5633 ***********************************************************************
 KV5633  DESIGNATION -  CAR ECC
 KV5633  PID         -  KV5633
 KV5633  STATE/COUNTY-  NJ/BURLINGTON
 KV5633  COUNTRY     -  US
 KV5633  USGS QUAD   -  BRISTOL (2019)
 KV5633
 KV5633                         *CURRENT SURVEY CONTROL
 KV5633  ______________________________________________________________________
 KV5633* NAD 83(1996) POSITION- 40 06 52.24783(N) 074 49 37.56675(W)   ADJUSTED
 KV5633* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5633  ______________________________________________________________________
 KV5633  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 KV5633  LAPLACE CORR    -          3.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5633.GEOID18 height accuracy estimate available here.
 KV5633
 KV5633.Click photographs - Photos may exist for this station.
 KV5633
 KV5633.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5633
 KV5633. The following values were computed from the NAD 83(1996) position.
 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       -  BURLINGTON NATIONAL GYPSUM TK            190 27 21.5
 KV5633:SPC PA S     -  BURLINGTON NATIONAL GYPSUM TK            188 20 55.9
 KV5633:UTM  18      -  BURLINGTON NATIONAL GYPSUM TK            190 08 01.8
 KV5633
 KV5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1473340481(NAD 83)
 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
 KV5633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5633.See file dsdata.pdf to determine how the superseded data were derived.
 KV5633
 KV5633_MARKER: DS = TRIANGULATION STATION DISK
 KV5633_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4055 ***********************************************************************
 KV4055  DESIGNATION -  CARLSTADT HACKENSACK WATER TK
 KV4055  PID         -  KV4055
 KV4055  STATE/COUNTY-  NJ/BERGEN
 KV4055  COUNTRY     -  US
 KV4055  USGS QUAD   -  WEEHAWKEN (2016)
 KV4055
 KV4055                         *CURRENT SURVEY CONTROL
 KV4055  ______________________________________________________________________
 KV4055* NAD 83(1996) POSITION- 40 50 34.02684(N) 074 05 33.79093(W)   ADJUSTED
 KV4055  ______________________________________________________________________
 KV4055  GEOID HEIGHT    -        -32.050 (meters)                     GEOID18
 KV4055  LAPLACE CORR    -          6.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4055.GEOID18 height accuracy estimate available here.
 KV4055
 KV4055.Click photographs - Photos may exist for this station.
 KV4055
 KV4055.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4055
 KV4055. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7648521701(NAD 83)
 KV4055
 KV4055                          SUPERSEDED SURVEY CONTROL
 KV4055
 KV4055  NAD 83(1996)-  40 50 34.02672(N)    074 05 33.79113(W) AD(       ) 3
 KV4055  NAD 83(1996)-  40 50 34.02500(N)    074 05 33.79319(W) AD(       ) 3
 KV4055  NAD 83(1992)-  40 50 34.02486(N)    074 05 33.79420(W) AD(       ) 3
 KV4055  NAD 83(1986)-  40 50 34.02891(N)    074 05 33.79372(W) AD(       ) 3
 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
 KV4055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4055.See file dsdata.pdf to determine how the superseded data were derived.
 KV4055
 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 = JULY 24, 2026 22:12:30 EDT
 JU3265 ***********************************************************************
 JU3265  DESIGNATION -  CARNEYS POINT WATER TANK
 JU3265  PID         -  JU3265
 JU3265  STATE/COUNTY-  NJ/SALEM
 JU3265  COUNTRY     -  US
 JU3265  USGS QUAD   -  PENNS GROVE (2019)
 JU3265
 JU3265                         *CURRENT SURVEY CONTROL
 JU3265  ______________________________________________________________________
 JU3265* NAD 83(1996) POSITION- 39 42 36.52566(N) 075 28 23.54281(W)   ADJUSTED
 JU3265  ______________________________________________________________________
 JU3265  GEOID HEIGHT    -        -33.099 (meters)                     GEOID18
 JU3265  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3265.GEOID18 height accuracy estimate available here.
 JU3265
 JU3265.Click photographs - Photos may exist for this station.
 JU3265
 JU3265.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3265
 JU3265. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,395,694.089   459,436.895   MT  0.99962026   -0 18 08.4
 JU3265
 JU3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5943695694(NAD 83)
 JU3265
 JU3265                          SUPERSEDED SURVEY CONTROL
 JU3265
 JU3265  NAD 83(1991)-  39 42 36.52573(N)    075 28 23.54232(W) AD(       ) 3
 JU3265  NAD 83(1986)-  39 42 36.51970(N)    075 28 23.53555(W) AD(       ) 3
 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
 JU3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3265.See file dsdata.pdf to determine how the superseded data were derived.
 JU3265
 JU3265_MARKER: 53 = ELEVATED TANK
 JU3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3265+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3265
 JU3265  HISTORY     - Date     Condition        Report By
 JU3265  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3265  HISTORY     - 1975     GOOD             NGS
 JU3265  HISTORY     - 1982     GOOD             NOS
 JU3265  HISTORY     - 20070517 GOOD             UE
 JU3265  HISTORY     - 20100925 GOOD             GEOCAC
 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.
 JU3265
 JU3265                          STATION RECOVERY (2007)
 JU3265
 JU3265'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3265'RECOVERED IN GOOD CONDITION.
 JU3265
 JU3265                          STATION RECOVERY (2010)
 JU3265
 JU3265'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6381 ***********************************************************************
 KV6381  DESIGNATION -  CARP
 KV6381  PID         -  KV6381
 KV6381  STATE/COUNTY-  NJ/BURLINGTON
 KV6381  COUNTRY     -  US
 KV6381  USGS QUAD   -  TRENTON EAST (2019)
 KV6381
 KV6381                         *CURRENT SURVEY CONTROL
 KV6381  ______________________________________________________________________
 KV6381* NAD 83(1996) POSITION- 40 08 25.92295(N) 074 43 49.86680(W)   NO CHECK
 KV6381* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6381  ______________________________________________________________________
 KV6381  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 KV6381  LAPLACE CORR    -          4.26  (seconds)                    DEFLEC18
 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
 KV6381.No horizontal observational check was made to the station.
 KV6381
 KV6381.The orthometric height was scaled from a topographic map.
 KV6381
 KV6381.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6381.GEOID18 height accuracy estimate available here.
 KV6381
 KV6381.Click photographs - Photos may exist for this station.
 KV6381
 KV6381.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6381
 KV6381. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2295543390(NAD 83)
 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
 KV6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6381.See file dsdata.pdf to determine how the superseded data were derived.
 KV6381
 KV6381_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KV6381_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 KV6381_SP_SET: DRIVEN INTO GROUND
 KV6381_STAMPING: CARP 1970
 KV6381_MARK LOGO: USACE
 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       USACE
 KV6381
 KV6381                          STATION DESCRIPTION
 KV6381
 KV6381'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV6081 ***********************************************************************
 KV6081  DESIGNATION -  CARPENTERSVILLE
 KV6081  PID         -  KV6081
 KV6081  STATE/COUNTY-  NJ/WARREN
 KV6081  COUNTRY     -  US
 KV6081  USGS QUAD   -  EASTON (2019)
 KV6081
 KV6081                         *CURRENT SURVEY CONTROL
 KV6081  ______________________________________________________________________
 KV6081* NAD 83(1986) POSITION- 40 38 04.     (N) 075 11 24.     (W)   SCALED
 KV6081* NAVD 88 ORTHO HEIGHT -    52.985 (meters)      173.84  (feet) ADJUSTED
 KV6081  ______________________________________________________________________
 KV6081  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 KV6081  DYNAMIC HEIGHT  -         52.960 (meters)      173.75  (feet) COMP
 KV6081  MODELED GRAVITY -    980,155.8   (mgal)                       NAVD 88
 KV6081
 KV6081  VERT ORDER      -  FIRST     CLASS I
 KV6081
 KV6081.The horizontal coordinates were scaled from a map and have
 KV6081.an estimated accuracy of +/- 6 seconds.
 KV6081
 KV6081.The orthometric height was determined by differential leveling and
 KV6081.adjusted by the NATIONAL GEODETIC SURVEY
 KV6081.in June 1991.
 KV6081
 KV6081.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6081.GEOID18 height accuracy estimate available here.
 KV6081
 KV6081.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK839981(NAD 83)
 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
 KV6081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6081.See file dsdata.pdf to determine how the superseded data were derived.
 KV6081
 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 - June 08, 2023
 KV6081
 KV6081  HISTORY     - Date     Condition        Report By
 KV6081  HISTORY     - 1960     MONUMENTED       CGS
 KV6081  HISTORY     - 19891010 GOOD             NJGS
 KV6081  HISTORY     - 20230608 GOOD             AAAS
 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.
 KV6081
 KV6081                          STATION RECOVERY (2023)
 KV6081
 KV6081'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 KV6081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4574 ***********************************************************************
 KV4574  DESIGNATION -  CARTERET AMER AGRI CHEM CHIM
 KV4574  PID         -  KV4574
 KV4574  STATE/COUNTY-  NJ/MIDDLESEX
 KV4574  COUNTRY     -  US
 KV4574  USGS QUAD   -  ARTHUR KILL (2019)
 KV4574
 KV4574                         *CURRENT SURVEY CONTROL
 KV4574  ______________________________________________________________________
 KV4574* NAD 83(1996) POSITION- 40 34 30.93261(N) 074 12 54.91930(W)   ADJUSTED
 KV4574  ______________________________________________________________________
 KV4574  GEOID HEIGHT    -        -32.411 (meters)                     GEOID18
 KV4574  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4574.GEOID18 height accuracy estimate available here.
 KV4574
 KV4574.Click photographs - Photos may exist for this station.
 KV4574
 KV4574.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4574
 KV4574. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6642091904(NAD 83)
 KV4574
 KV4574                          SUPERSEDED SURVEY CONTROL
 KV4574
 KV4574  NAD 83(1996)-  40 34 30.93261(N)    074 12 54.91942(W) AD(       ) 3
 KV4574  NAD 83(1986)-  40 34 30.93328(N)    074 12 54.91569(W) AD(       ) 3
 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
 KV4574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4574.See file dsdata.pdf to determine how the superseded data were derived.
 KV4574
 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 = JULY 24, 2026 22:12:30 EDT
 KV4576 ***********************************************************************
 KV4576  DESIGNATION -  CARTERET AMER AGRI CHEM STACK
 KV4576  PID         -  KV4576
 KV4576  STATE/COUNTY-  NJ/MIDDLESEX
 KV4576  COUNTRY     -  US
 KV4576  USGS QUAD   -  ARTHUR KILL (2019)
 KV4576
 KV4576                         *CURRENT SURVEY CONTROL
 KV4576  ______________________________________________________________________
 KV4576* NAD 83(1996) POSITION- 40 34 21.68446(N) 074 12 58.76422(W)   ADJUSTED
 KV4576  ______________________________________________________________________
 KV4576  GEOID HEIGHT    -        -32.413 (meters)                     GEOID18
 KV4576  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4576.GEOID18 height accuracy estimate available here.
 KV4576
 KV4576.Click photographs - Photos may exist for this station.
 KV4576
 KV4576.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4576
 KV4576. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6633291618(NAD 83)
 KV4576
 KV4576                          SUPERSEDED SURVEY CONTROL
 KV4576
 KV4576  NAD 83(1996)-  40 34 21.68444(N)    074 12 58.76434(W) AD(       ) 3
 KV4576  NAD 83(1986)-  40 34 21.68517(N)    074 12 58.76052(W) AD(       ) 3
 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
 KV4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4576.See file dsdata.pdf to determine how the superseded data were derived.
 KV4576
 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 = JULY 24, 2026 22:12:30 EDT
 KV4571 ***********************************************************************
 KV4571  DESIGNATION -  CARTERET FOSTER WHEELER TANK
 KV4571  PID         -  KV4571
 KV4571  STATE/COUNTY-  NJ/MIDDLESEX
 KV4571  COUNTRY     -  US
 KV4571  USGS QUAD   -  ARTHUR KILL (2019)
 KV4571
 KV4571                         *CURRENT SURVEY CONTROL
 KV4571  ______________________________________________________________________
 KV4571* NAD 83(1996) POSITION- 40 34 46.31109(N) 074 12 53.13156(W)   ADJUSTED
 KV4571  ______________________________________________________________________
 KV4571  GEOID HEIGHT    -        -32.410 (meters)                     GEOID18
 KV4571  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4571.GEOID18 height accuracy estimate available here.
 KV4571
 KV4571.Click photographs - Photos may exist for this station.
 KV4571
 KV4571.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4571
 KV4571. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6645892378(NAD 83)
 KV4571
 KV4571                          SUPERSEDED SURVEY CONTROL
 KV4571
 KV4571  NAD 83(1996)-  40 34 46.31118(N)    074 12 53.13167(W) AD(       ) 3
 KV4571  NAD 83(1986)-  40 34 46.31164(N)    074 12 53.12813(W) AD(       ) 3
 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
 KV4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4571.See file dsdata.pdf to determine how the superseded data were derived.
 KV4571
 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 = JULY 24, 2026 22:12:30 EDT
 KV4573 ***********************************************************************
 KV4573  DESIGNATION -  CARTERET MAGYAR REFORMED CH
 KV4573  PID         -  KV4573
 KV4573  STATE/COUNTY-  NJ/MIDDLESEX
 KV4573  COUNTRY     -  US
 KV4573  USGS QUAD   -  ARTHUR KILL (2019)
 KV4573
 KV4573                         *CURRENT SURVEY CONTROL
 KV4573  ______________________________________________________________________
 KV4573* NAD 83(1996) POSITION- 40 34 36.74024(N) 074 13 20.42498(W)   ADJUSTED
 KV4573  ______________________________________________________________________
 KV4573  GEOID HEIGHT    -        -32.428 (meters)                     GEOID18
 KV4573  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4573.GEOID18 height accuracy estimate available here.
 KV4573
 KV4573.Click photographs - Photos may exist for this station.
 KV4573
 KV4573.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4573
 KV4573. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6581992078(NAD 83)
 KV4573
 KV4573                          SUPERSEDED SURVEY CONTROL
 KV4573
 KV4573  NAD 83(1996)-  40 34 36.74045(N)    074 13 20.42520(W) AD(       ) 3
 KV4573  NAD 83(1986)-  40 34 36.74050(N)    074 13 20.42093(W) AD(       ) 3
 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
 KV4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4573.See file dsdata.pdf to determine how the superseded data were derived.
 KV4573
 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 = JULY 24, 2026 22:12:30 EDT
 KV4562 ***********************************************************************
 KV4562  DESIGNATION -  CARTERET S TRANSMISSION TOWER
 KV4562  PID         -  KV4562
 KV4562  STATE/COUNTY-  NJ/MIDDLESEX
 KV4562  COUNTRY     -  US
 KV4562  USGS QUAD   -  ARTHUR KILL (2019)
 KV4562
 KV4562                         *CURRENT SURVEY CONTROL
 KV4562  ______________________________________________________________________
 KV4562* NAD 83(1996) POSITION- 40 35 55.67828(N) 074 14 01.16624(W)   ADJUSTED
 KV4562  ______________________________________________________________________
 KV4562  GEOID HEIGHT    -        -32.463 (meters)                     GEOID18
 KV4562  LAPLACE CORR    -          5.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4562.GEOID18 height accuracy estimate available here.
 KV4562
 KV4562.Click photographs - Photos may exist for this station.
 KV4562
 KV4562.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4562
 KV4562. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6484094503(NAD 83)
 KV4562
 KV4562                          SUPERSEDED SURVEY CONTROL
 KV4562
 KV4562  NAD 83(1996)-  40 35 55.67831(N)    074 14 01.16644(W) AD(       ) 3
 KV4562  NAD 83(1986)-  40 35 55.67780(N)    074 14 01.16157(W) AD(       ) 3
 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
 KV4562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4562.See file dsdata.pdf to determine how the superseded data were derived.
 KV4562
 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 = JULY 24, 2026 22:12:30 EDT
 KV4575 ***********************************************************************
 KV4575  DESIGNATION -  CARTERET ST ELIAS GREEK CH
 KV4575  PID         -  KV4575
 KV4575  STATE/COUNTY-  NJ/MIDDLESEX
 KV4575  COUNTRY     -  US
 KV4575  USGS QUAD   -  ARTHUR KILL (2019)
 KV4575
 KV4575                         *CURRENT SURVEY CONTROL
 KV4575  ______________________________________________________________________
 KV4575* NAD 83(1996) POSITION- 40 34 27.57819(N) 074 13 19.54881(W)   ADJUSTED
 KV4575  ______________________________________________________________________
 KV4575  GEOID HEIGHT    -        -32.427 (meters)                     GEOID18
 KV4575  LAPLACE CORR    -          5.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4575.GEOID18 height accuracy estimate available here.
 KV4575
 KV4575.Click photographs - Photos may exist for this station.
 KV4575
 KV4575.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4575
 KV4575. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6584291795(NAD 83)
 KV4575
 KV4575                          SUPERSEDED SURVEY CONTROL
 KV4575
 KV4575  NAD 83(1996)-  40 34 27.57822(N)    074 13 19.54892(W) AD(       ) 3
 KV4575  NAD 83(1986)-  40 34 27.57900(N)    074 13 19.54488(W) AD(       ) 3
 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
 KV4575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4575.See file dsdata.pdf to determine how the superseded data were derived.
 KV4575
 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 = JULY 24, 2026 22:12:30 EDT
 KV4580 ***********************************************************************
 KV4580  DESIGNATION -  CARTERET US METAL REFIN S CHIM
 KV4580  PID         -  KV4580
 KV4580  STATE/COUNTY-  NJ/MIDDLESEX
 KV4580  COUNTRY     -  US
 KV4580  USGS QUAD   -  ARTHUR KILL (2019)
 KV4580
 KV4580                         *CURRENT SURVEY CONTROL
 KV4580  ______________________________________________________________________
 KV4580* NAD 83(1996) POSITION- 40 33 49.72953(N) 074 13 05.66731(W)   ADJUSTED
 KV4580  ______________________________________________________________________
 KV4580  GEOID HEIGHT    -        -32.416 (meters)                     GEOID18
 KV4580  LAPLACE CORR    -          4.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4580.GEOID18 height accuracy estimate available here.
 KV4580
 KV4580.Click photographs - Photos may exist for this station.
 KV4580
 KV4580.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4580
 KV4580. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6617890631(NAD 83)
 KV4580
 KV4580                          SUPERSEDED SURVEY CONTROL
 KV4580
 KV4580  NAD 83(1996)-  40 33 49.72959(N)    074 13 05.66762(W) AD(       ) 3
 KV4580  NAD 83(1986)-  40 33 49.73072(N)    074 13 05.66330(W) AD(       ) 3
 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
 KV4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4580.See file dsdata.pdf to determine how the superseded data were derived.
 KV4580
 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 = JULY 24, 2026 22:12:30 EDT
 KV4566 ***********************************************************************
 KV4566  DESIGNATION -  CARTERET VA CAR CHEM CO TANK
 KV4566  PID         -  KV4566
 KV4566  STATE/COUNTY-  NJ/MIDDLESEX
 KV4566  COUNTRY     -  US
 KV4566  USGS QUAD   -  ARTHUR KILL (2019)
 KV4566
 KV4566                         *CURRENT SURVEY CONTROL
 KV4566  ______________________________________________________________________
 KV4566* NAD 83(1996) POSITION- 40 35 24.00061(N) 074 12 42.57779(W)   ADJUSTED
 KV4566  ______________________________________________________________________
 KV4566  GEOID HEIGHT    -        -32.405 (meters)                     GEOID18
 KV4566  LAPLACE CORR    -          5.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4566.GEOID18 height accuracy estimate available here.
 KV4566
 KV4566.Click photographs - Photos may exist for this station.
 KV4566
 KV4566.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4566
 KV4566. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6669593543(NAD 83)
 KV4566
 KV4566                          SUPERSEDED SURVEY CONTROL
 KV4566
 KV4566  NAD 83(1996)-  40 35 24.00062(N)    074 12 42.57790(W) AD(       ) 3
 KV4566  NAD 83(1986)-  40 35 24.00065(N)    074 12 42.57438(W) AD(       ) 3
 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
 KV4566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4566.See file dsdata.pdf to determine how the superseded data were derived.
 KV4566
 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 = JULY 24, 2026 22:12:30 EDT
 KV4924 ***********************************************************************
 KV4924  DESIGNATION -  CASEMATE USCA 1940
 KV4924  PID         -  KV4924
 KV4924  STATE/COUNTY-  NJ/MONMOUTH
 KV4924  COUNTRY     -  US
 KV4924  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4924
 KV4924                         *CURRENT SURVEY CONTROL
 KV4924  ______________________________________________________________________
 KV4924* NAD 83(1996) POSITION- 40 28 15.54379(N) 074 00 37.55954(W)   ADJUSTED
 KV4924* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4924  ______________________________________________________________________
 KV4924  GEOID HEIGHT    -        -32.431 (meters)                     GEOID18
 KV4924  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4924.GEOID18 height accuracy estimate available here.
 KV4924
 KV4924.Click photographs - Photos may exist for this station.
 KV4924
 KV4924.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4924
 KV4924. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000467  x   0.99992121  =   0.99992588
 KV4924!UTM  18      -   1.00000467  x   0.99968662  =   0.99969129
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8388680504(NAD 83)
 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
 KV4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4924.See file dsdata.pdf to determine how the superseded data were derived.
 KV4924
 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 = JULY 24, 2026 22:12:30 EDT
 KV4284 ***********************************************************************
 KV4284  DESIGNATION -  CASTLE STEVENS 1875
 KV4284  PID         -  KV4284
 KV4284  STATE/COUNTY-  NJ/HUDSON
 KV4284  COUNTRY     -  US
 KV4284  USGS QUAD   -  JERSEY CITY (2019)
 KV4284
 KV4284                         *CURRENT SURVEY CONTROL
 KV4284  ______________________________________________________________________
 KV4284* NAD 83(1996) POSITION- 40 44 41.51640(N) 074 01 26.51663(W)   ADJUSTED
 KV4284* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) SCALED
 KV4284  ______________________________________________________________________
 KV4284  GEOID HEIGHT    -        -31.870 (meters)                     GEOID18
 KV4284  LAPLACE CORR    -          6.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4284.GEOID18 height accuracy estimate available here.
 KV4284
 KV4284.Click photographs - Photos may exist for this station.
 KV4284
 KV4284.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4284
 KV4284. The following values were computed from the NAD 83(1996) position.
 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       -  MANHATTAN 23 ST FERRY BLDG FP            068 11 21.2
 KV4284:SPC NY L     -  MANHATTAN 23 ST FERRY BLDG FP            068 30 56.2
 KV4284:UTM  18      -  MANHATTAN 23 ST FERRY BLDG FP            067 51 46.2
 KV4284
 KV4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8239610893(NAD 83)
 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  USSD        -  40 44 41.60000(N)    074 01 27.68000(W) AD(       ) 3
 KV4284
 KV4284.Superseded values are not recommended for survey control.
 KV4284
 KV4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4284.See file dsdata.pdf to determine how the superseded data were derived.
 KV4284
 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 = JULY 24, 2026 22:12:30 EDT
 LY2632 ***********************************************************************
 LY2632  DESIGNATION -  CATFISH
 LY2632  PID         -  LY2632
 LY2632  STATE/COUNTY-  NJ/WARREN
 LY2632  COUNTRY     -  US
 LY2632  USGS QUAD   -  FLATBROOKVILLE (2019)
 LY2632
 LY2632                         *CURRENT SURVEY CONTROL
 LY2632  ______________________________________________________________________
 LY2632* NAD 83(1996) POSITION- 41 02 51.35509(N) 074 58 20.79097(W)   ADJUSTED
 LY2632* NAVD 88 ORTHO HEIGHT -   479.    (meters)     1572.    (feet) SCALED
 LY2632  ______________________________________________________________________
 LY2632  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 LY2632  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2632.GEOID18 height accuracy estimate available here.
 LY2632
 LY2632.Click photographs - Photos may exist for this station.
 LY2632
 LY2632.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2632
 LY2632. The following values were computed from the NAD 83(1996) position.
 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       -   0.99993007  x   0.99991941  =   0.99984949
 LY2632!SPC PA N     -   0.99993007  x   0.99997755  =   0.99990762
 LY2632!SPC PA S     -   0.99993007  x   1.00001372  =   0.99994379
 LY2632!UTM  18      -   0.99993007  x   0.99960007  =   0.99953017
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0231644041(NAD 83)
 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
 LY2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2632.See file dsdata.pdf to determine how the superseded data were derived.
 LY2632
 LY2632_MARKER: DD = SURVEY DISK
 LY2632_SETTING: 66 = SET IN ROCK OUTCROP
 LY2632_STAMPING: CATFISH
 LY2632_MARK LOGO: NJGS
 LY2632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2632+STABILITY: POSITION/ELEVATION WELL
 LY2632
 LY2632  HISTORY     - Date     Condition        Report By
 LY2632  HISTORY     - 1937     MONUMENTED       NJGS
 LY2632  HISTORY     - 1940     GOOD             CGS
 LY2632  HISTORY     - 1958     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 AB6554 ***********************************************************************
 AB6554  PACS        -  This is a Primary Airport Control Station.
 AB6554  DESIGNATION -  CDW A
 AB6554  PID         -  AB6554
 AB6554  STATE/COUNTY-  NJ/ESSEX
 AB6554  COUNTRY     -  US
 AB6554  USGS QUAD   -  POMPTON PLAINS (2016)
 AB6554
 AB6554                         *CURRENT SURVEY CONTROL
 AB6554  ______________________________________________________________________
 AB6554* NAD 83(2011) POSITION- 40 52 42.56650(N) 074 16 44.00124(W)   ADJUSTED
 AB6554* NAD 83(2011) ELLIP HT-    19.483 (meters)        (06/27/12)   ADJUSTED
 AB6554* NAD 83(2011) EPOCH   -  2010.00
 AB6554* NAVD 88 ORTHO HEIGHT -    51.95  (meters)      170.4   (feet) GPS OBS
 AB6554  ______________________________________________________________________
 AB6554  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB6554  GEOID HEIGHT    -        -32.432 (meters)                     GEOID99
 AB6554  GEOID HEIGHT    -        -32.483 (meters)                     GEOID18
 AB6554  NAD 83(2011) X  -  1,308,563.664 (meters)                     COMP
 AB6554  NAD 83(2011) Y  - -4,648,787.673 (meters)                     COMP
 AB6554  NAD 83(2011) Z  -  4,152,242.566 (meters)                     COMP
 AB6554  LAPLACE CORR    -          4.04  (seconds)                    DEFLEC18
 AB6554
 AB6554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6554  Standards:
 AB6554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6554  -------------------------------------------------------------------
 AB6554  NETWORK    0.44   1.06           0.20   0.15   0.54      0.03795869
 AB6554  -------------------------------------------------------------------
 AB6554  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB6554
 AB6554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6554.been affixed to the stable North American tectonic plate. See 
 AB6554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6554
 AB6554.The horizontal coordinates are valid at the epoch date displayed above
 AB6554.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AB6554
 AB6554.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6554.GEOID18 height accuracy estimate available here.
 AB6554
 AB6554.Click photographs - Photos may exist for this station.
 AB6554
 AB6554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6554
 AB6554.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6554
 AB6554.The ellipsoidal height was determined by GPS observations
 AB6554.and is referenced to NAD 83.
 AB6554
 AB6554. The following values were computed from the NAD 83(2011) position.
 AB6554
 AB6554;                    North         East     Units Scale Factor Converg.
 AB6554;SPC NJ       -   227,078.506   168,635.461   MT  0.99990427   +0 08 40.9
 AB6554;SPC NJ       -   745,006.73    553,264.84   sFT  0.99990427   +0 08 40.9
 AB6554;UTM  18      - 4,525,518.753   560,757.992   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6075725518(NAD 83)
 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  NAD 83(2007)-  40 52 42.56671(N)    074 16 44.00208(W) AD(2002.00) 0
 AB6554  ELLIP H (02/10/07)   19.490  (m)                       GP(2002.00)    
 AB6554  ELLIP H (01/21/03)   19.491  (m)                       GP(       ) 1 1
 AB6554  NAD 83(1996)-  40 52 42.56664(N)    074 16 44.00227(W) AD(       ) B
 AB6554  ELLIP H (03/19/02)   19.488  (m)                       GP(       ) 1 1
 AB6554
 AB6554.Superseded values are not recommended for survey control.
 AB6554
 AB6554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6554.See file dsdata.pdf to determine how the superseded data were derived.
 AB6554
 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             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 NATIONAL 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                          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 = JULY 24, 2026 22:12:30 EDT
 AB6555 ***********************************************************************
 AB6555  SACS        -  This is a Secondary Airport Control Station.
 AB6555  DESIGNATION -  CDW C
 AB6555  PID         -  AB6555
 AB6555  STATE/COUNTY-  NJ/ESSEX
 AB6555  COUNTRY     -  US
 AB6555  USGS QUAD   -  CALDWELL (2019)
 AB6555
 AB6555                         *CURRENT SURVEY CONTROL
 AB6555  ______________________________________________________________________
 AB6555* NAD 83(2011) POSITION- 40 52 10.57563(N) 074 17 07.94472(W)   ADJUSTED
 AB6555* NAD 83(2011) ELLIP HT-    19.673 (meters)        (06/27/12)   ADJUSTED
 AB6555* NAD 83(2011) EPOCH   -  2010.00
 AB6555* NAVD 88 ORTHO HEIGHT -    52.16  (meters)      171.1   (feet) GPS OBS
 AB6555  ______________________________________________________________________
 AB6555  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB6555  GEOID HEIGHT    -        -32.452 (meters)                     GEOID99
 AB6555  GEOID HEIGHT    -        -32.503 (meters)                     GEOID18
 AB6555  NAD 83(2011) X  -  1,308,198.965 (meters)                     COMP
 AB6555  NAD 83(2011) Y  - -4,649,561.333 (meters)                     COMP
 AB6555  NAD 83(2011) Z  -  4,151,496.487 (meters)                     COMP
 AB6555  LAPLACE CORR    -          4.28  (seconds)                    DEFLEC18
 AB6555
 AB6555  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6555  Standards:
 AB6555         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6555            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6555  -------------------------------------------------------------------
 AB6555  NETWORK    0.56   1.12           0.26   0.19   0.57      0.09140653
 AB6555  -------------------------------------------------------------------
 AB6555  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB6555
 AB6555.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6555.been affixed to the stable North American tectonic plate. See 
 AB6555.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6555
 AB6555.The horizontal coordinates are valid at the epoch date displayed above
 AB6555.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AB6555
 AB6555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6555.GEOID18 height accuracy estimate available here.
 AB6555
 AB6555.Click photographs - Photos may exist for this station.
 AB6555
 AB6555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6555
 AB6555.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6555
 AB6555.The ellipsoidal height was determined by GPS observations
 AB6555.and is referenced to NAD 83.
 AB6555
 AB6555. The following values were computed from the NAD 83(2011) position.
 AB6555
 AB6555;                    North         East     Units Scale Factor Converg.
 AB6555;SPC NJ       -   226,090.367   168,077.326   MT  0.99990402   +0 08 25.2
 AB6555;SPC NJ       -   741,764.81    551,433.69   sFT  0.99990402   +0 08 25.2
 AB6555;UTM  18      - 4,524,527.699   560,205.653   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  =   0.99964153
 AB6555
 AB6555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6020524527(NAD 83)
 AB6555
 AB6555                          SUPERSEDED SURVEY CONTROL
 AB6555
 AB6555  NAD 83(2007)-  40 52 10.57584(N)    074 17 07.94556(W) AD(2002.00) 0
 AB6555  ELLIP H (02/10/07)   19.679  (m)                       GP(2002.00)    
 AB6555  ELLIP H (04/03/03)   19.680  (m)                       GP(       ) 4 1
 AB6555  NAD 83(1996)-  40 52 10.57577(N)    074 17 07.94576(W) AD(       ) 1
 AB6555  ELLIP H (03/19/02)   19.677  (m)                       GP(       ) 4 1
 AB6555
 AB6555.Superseded values are not recommended for survey control.
 AB6555
 AB6555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6555.See file dsdata.pdf to determine how the superseded data were derived.
 AB6555
 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             NGS
 AB6555  HISTORY     - 20010802 GOOD             NGS
 AB6555
 AB6555                          STATION DESCRIPTION
 AB6555
 AB6555'DESCRIBED BY NATIONAL 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6552 ***********************************************************************
 AB6552  SACS        -  This is a Secondary Airport Control Station.
 AB6552  DESIGNATION -  CDW E
 AB6552  PID         -  AB6552
 AB6552  STATE/COUNTY-  NJ/ESSEX
 AB6552  COUNTRY     -  US
 AB6552  USGS QUAD   -  CALDWELL (2019)
 AB6552
 AB6552                         *CURRENT SURVEY CONTROL
 AB6552  ______________________________________________________________________
 AB6552* NAD 83(2011) POSITION- 40 52 26.99690(N) 074 16 50.03718(W)   ADJUSTED
 AB6552* NAD 83(2011) ELLIP HT-    19.728 (meters)        (06/27/12)   ADJUSTED
 AB6552* NAD 83(2011) EPOCH   -  2010.00
 AB6552* NAVD 88 ORTHO HEIGHT -    52.20  (meters)      171.3   (feet) GPS OBS
 AB6552  ______________________________________________________________________
 AB6552  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB6552  GEOID HEIGHT    -        -32.438 (meters)                     GEOID99
 AB6552  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 AB6552  NAD 83(2011) X  -  1,308,512.832 (meters)                     COMP
 AB6552  NAD 83(2011) Y  - -4,649,128.700 (meters)                     COMP
 AB6552  NAD 83(2011) Z  -  4,151,879.569 (meters)                     COMP
 AB6552  LAPLACE CORR    -          4.26  (seconds)                    DEFLEC18
 AB6552
 AB6552  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6552  Standards:
 AB6552         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6552            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6552  -------------------------------------------------------------------
 AB6552  NETWORK    0.55   1.12           0.25   0.19   0.57      0.05787452
 AB6552  -------------------------------------------------------------------
 AB6552  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB6552
 AB6552.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6552.been affixed to the stable North American tectonic plate. See 
 AB6552.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6552
 AB6552.The horizontal coordinates are valid at the epoch date displayed above
 AB6552.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AB6552
 AB6552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6552.GEOID18 height accuracy estimate available here.
 AB6552
 AB6552.Click photographs - Photos may exist for this station.
 AB6552
 AB6552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6552
 AB6552.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6552
 AB6552.The ellipsoidal height was determined by GPS observations
 AB6552.and is referenced to NAD 83.
 AB6552
 AB6552. The following values were computed from the NAD 83(2011) position.
 AB6552
 AB6552;                    North         East     Units Scale Factor Converg.
 AB6552;SPC NJ       -   226,597.913   168,495.354   MT  0.99990421   +0 08 37.0
 AB6552;SPC NJ       -   743,429.99    552,805.17   sFT  0.99990421   +0 08 37.0
 AB6552;UTM  18      - 4,525,037.492   560,620.668   MT  0.99964523   +0 28 14.9
 AB6552
 AB6552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6552!SPC NJ       -   0.99999691  x   0.99990421  =   0.99990112
 AB6552!UTM  18      -   0.99999691  x   0.99964523  =   0.99964214
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6062025037(NAD 83)
 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  NAD 83(2007)-  40 52 26.99711(N)    074 16 50.03802(W) AD(2002.00) 0
 AB6552  ELLIP H (02/10/07)   19.735  (m)                       GP(2002.00)    
 AB6552  ELLIP H (04/03/03)   19.736  (m)                       GP(       ) 4 1
 AB6552  NAD 83(1996)-  40 52 26.99704(N)    074 16 50.03821(W) AD(       ) 1
 AB6552  ELLIP H (03/19/02)   19.733  (m)                       GP(       ) 4 1
 AB6552
 AB6552.Superseded values are not recommended for survey control.
 AB6552
 AB6552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6552.See file dsdata.pdf to determine how the superseded data were derived.
 AB6552
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0223 ***********************************************************************
 JU0223  DESIGNATION -  CEDAR
 JU0223  PID         -  JU0223
 JU0223  STATE/COUNTY-  NJ/OCEAN
 JU0223  COUNTRY     -  US
 JU0223  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0223
 JU0223                         *CURRENT SURVEY CONTROL
 JU0223  ______________________________________________________________________
 JU0223* NAD 83(1986) POSITION- 39 51 06.     (N) 074 05 15.     (W)   SCALED
 JU0223* NAVD 88 ORTHO HEIGHT -     1.34  (+/-2cm)        4.4   (feet) VERTCON3
 JU0223  ______________________________________________________________________
 JU0223  GEOID HEIGHT    -        -33.168 (meters)                     GEOID18
 JU0223  VERT ORDER      -  ? (See Below)
 JU0223
 JU0223.The horizontal coordinates were scaled from a 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
 JU0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0223.GEOID18 height accuracy estimate available here.
 JU0223
 JU0223.The vertical order pertains to the NGVD 29 superseded value.
 JU0223
 JU0223.Click photographs - Photos may exist for this station.
 JU0223
 JU0223;                    North         East    Units  Estimated Accuracy
 JU0223;SPC NJ       -   113,130.      185,300.      MT  (+/- 180 meters Scaled)
 JU0223
 JU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK780116(NAD 83)
 JU0223
 JU0223                          SUPERSEDED SURVEY CONTROL
 JU0223
 JU0223  NGVD 29 (11/26/84)    1.764  (m)            5.79   (f) ADJUSTED       
 JU0223
 JU0223.Superseded values are not recommended for survey control.
 JU0223
 JU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0223.See file dsdata.pdf to determine how the superseded data were derived.
 JU0223
 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 = JULY 24, 2026 22:12:30 EDT
 JU2652 ***********************************************************************
 JU2652  DESIGNATION -  CEDAR
 JU2652  PID         -  JU2652
 JU2652  STATE/COUNTY-  NJ/OCEAN
 JU2652  COUNTRY     -  US
 JU2652  USGS QUAD   -  FORKED RIVER (2019)
 JU2652
 JU2652                         *CURRENT SURVEY CONTROL
 JU2652  ______________________________________________________________________
 JU2652* NAD 83(1996) POSITION- 39 51 55.99920(N) 074 07 54.91071(W)   ADJUSTED
 JU2652* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2652  ______________________________________________________________________
 JU2652  GEOID HEIGHT    -        -33.121 (meters)                     GEOID18
 JU2652  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2652.GEOID18 height accuracy estimate available here.
 JU2652
 JU2652.Click photographs - Photos may exist for this station.
 JU2652
 JU2652.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2652
 JU2652. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7424413195(NAD 83)
 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  USSD        -  39 51 55.99800(N)    074 07 56.28900(W) AD(       ) 3
 JU2652
 JU2652.Superseded values are not recommended for survey control.
 JU2652
 JU2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2652.See file dsdata.pdf to determine how the superseded data were derived.
 JU2652
 JU2652_MARKER: DS = TRIANGULATION STATION DISK
 JU2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2652_STAMPING: CEDAR 1926
 JU2652_MARK LOGO: CGS
 JU2652_PROJECTION: FLUSH
 JU2652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2652+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 LY2560 ***********************************************************************
 LY2560  CBN         -  This is a Cooperative Base Network Control Station.
 LY2560  DESIGNATION -  CEDAR
 LY2560  PID         -  LY2560
 LY2560  STATE/COUNTY-  NJ/PASSAIC
 LY2560  COUNTRY     -  US
 LY2560  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2560
 LY2560                         *CURRENT SURVEY CONTROL
 LY2560  ______________________________________________________________________
 LY2560* NAD 83(2011) POSITION- 41 06 13.91101(N) 074 25 03.41660(W)   ADJUSTED
 LY2560* NAD 83(2011) ELLIP HT-   377.462 (meters)        (06/27/12)   ADJUSTED
 LY2560* NAD 83(2011) EPOCH   -  2010.00
 LY2560* NAVD 88 ORTHO HEIGHT -   409.7   (meters)     1344.    (feet) GPS OBS
 LY2560  ______________________________________________________________________
 LY2560  NAVD 88 orthometric height was determined with geoid model    GEOID93
 LY2560  GEOID HEIGHT    -        -32.530 (meters)                     GEOID93
 LY2560  GEOID HEIGHT    -        -32.232 (meters)                     GEOID18
 LY2560  NAD 83(2011) X  -  1,292,966.408 (meters)                     COMP
 LY2560  NAD 83(2011) Y  - -4,636,388.280 (meters)                     COMP
 LY2560  NAD 83(2011) Z  -  4,171,369.783 (meters)                     COMP
 LY2560  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 LY2560
 LY2560  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2560  Standards:
 LY2560         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2560            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2560  -------------------------------------------------------------------
 LY2560  NETWORK    0.46   1.27           0.21   0.16   0.65     -0.15276402
 LY2560  -------------------------------------------------------------------
 LY2560  Click here for local accuracies and other accuracy information.
 LY2560
 LY2560.The horizontal coordinates were established by GPS observations
 LY2560.and adjusted by the National Geodetic Survey in June 2012.
 LY2560
 LY2560.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2560.been affixed to the stable North American tectonic plate. See 
 LY2560.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2560
 LY2560.The horizontal coordinates are valid at the epoch date displayed above
 LY2560.which is a decimal equivalence of Year/Month/Day.
 LY2560
 LY2560.The orthometric height was determined by GPS observations and a
 LY2560.high-resolution geoid model.
 LY2560
 LY2560.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2560.GEOID18 height accuracy estimate available here.
 LY2560
 LY2560.Click photographs - Photos may exist for this station.
 LY2560
 LY2560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2560
 LY2560.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2560
 LY2560.The ellipsoidal height was determined by GPS observations
 LY2560.and is referenced to NAD 83.
 LY2560
 LY2560. The following values were computed from the NAD 83(2011) position.
 LY2560
 LY2560;                    North         East     Units Scale Factor Converg.
 LY2560;SPC NJ       -   252,084.308   156,919.832   MT  0.99990059   +0 03 15.0
 LY2560;SPC NJ       -   827,046.60    514,827.82   sFT  0.99990059   +0 03 15.0
 LY2560;SPC NY E     -   252,084.308   156,919.832   MT  0.99990059   +0 03 15.0
 LY2560;SPC NY E     -   827,046.60    514,827.82   sFT  0.99990059   +0 03 15.0
 LY2560;UTM  18      - 4,550,450.471   548,902.557   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:                Primary Azimuth Mark                     Grid Az
 LY2560:SPC NJ       -  HEIM                                     049 02 14.3
 LY2560:SPC NY E     -  HEIM                                     049 02 14.3
 LY2560:UTM  18      -  HEIM                                     048 42 30.9
 LY2560
 LY2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4890250450(NAD 83)
 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                     45.663 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  NAD 83(2007)-  41 06 13.91100(N)    074 25 03.41743(W) AD(2002.00) 0
 LY2560  ELLIP H (02/10/07)  377.479  (m)                       GP(2002.00)    
 LY2560  ELLIP H (09/23/02)  377.461  (m)                       GP(       ) 4 1
 LY2560  NAD 83(1996)-  41 06 13.91129(N)    074 25 03.41679(W) AD(       ) B
 LY2560  ELLIP H (07/24/97)  377.470  (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)  377.414  (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
 LY2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2560.See file dsdata.pdf to determine how the superseded data were derived.
 LY2560
 LY2560_MARKER: DH = HORIZONTAL CONTROL DISK
 LY2560_SETTING: 66 = SET 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 NOT SUITABLE FOR
 LY2560+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2020
 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  HISTORY     - 20200327 GOOD             NJGS
 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'RM 2 FOUND FROM DESCRIPTION.  CONDITION GOOD.  STONE FIREPLACE
 LY2560'(BARBECUE PIT) FOUND, BUT NOT IN GOOD CONDITION.
 LY2560
 LY2560                          STATION RECOVERY (2020)
 LY2560
 LY2560'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 LY2560'RECOVERED IN GOOD CONDITION, A LARGE PINE TREE HAS GROWN OVER TOP OF
 LY2560'THE MONUMENT MAKING IT UNUSABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5792 ***********************************************************************
 KV5792  DESIGNATION -  CEDAR HILL
 KV5792  PID         -  KV5792
 KV5792  STATE/COUNTY-  NJ/SOMERSET
 KV5792  COUNTRY     -  US
 KV5792  USGS QUAD   -  BERNARDSVILLE (2016)
 KV5792
 KV5792                         *CURRENT SURVEY CONTROL
 KV5792  ______________________________________________________________________
 KV5792* NAD 83(1996) POSITION- 40 41 42.60960(N) 074 32 45.25294(W)   ADJUSTED
 KV5792* NAVD 88 ORTHO HEIGHT -   125.    (meters)      410.    (feet) SCALED
 KV5792  ______________________________________________________________________
 KV5792  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 KV5792  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5792.GEOID18 height accuracy estimate available here.
 KV5792
 KV5792.Click photographs - Photos may exist for this station.
 KV5792
 KV5792.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5792
 KV5792. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5792:SPC NJ       -  MT HOREB RESET                           192 50 27.6
 KV5792:UTM  18      -  MT HOREB RESET                           192 30 53.9
 KV5792
 KV5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3836505017(NAD 83)
 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
 KV5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5792.See file dsdata.pdf to determine how the superseded data were derived.
 KV5792
 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 = JULY 24, 2026 22:12:30 EDT
 DQ3979 ***********************************************************************
 DQ3979  DESIGNATION -  CEDAR RIVER
 DQ3979  PID         -  DQ3979
 DQ3979  STATE/COUNTY-  NJ/CAPE MAY
 DQ3979  COUNTRY     -  US
 DQ3979  USGS QUAD   -  MARMORA (2019)
 DQ3979
 DQ3979                         *CURRENT SURVEY CONTROL
 DQ3979  ______________________________________________________________________
 DQ3979* NAD 83(1986) POSITION- 39 15 07.20   (N) 074 42 10.22   (W)   HD_HELD1
 DQ3979* NAVD 88 ORTHO HEIGHT -     2.276 (meters)        7.47  (feet) ADJUSTED
 DQ3979  ______________________________________________________________________
 DQ3979  GEOID HEIGHT    -        -34.608 (meters)                     GEOID18
 DQ3979  DYNAMIC HEIGHT  -          2.275 (meters)        7.46  (feet) COMP
 DQ3979  MODELED GRAVITY -    980,094.1   (mgal)                       NAVD 88
 DQ3979
 DQ3979  VERT ORDER      -  SECOND    CLASS II
 DQ3979
 DQ3979.The horizontal coordinates were determined by differentially corrected
 DQ3979.hand held GPS observations or other comparable positioning techniques
 DQ3979.and have an estimated accuracy of +/- 3 meters.
 DQ3979
 DQ3979.The orthometric height was determined by differential leveling and
 DQ3979.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3979.in July 2018.
 DQ3979
 DQ3979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3979.GEOID18 height accuracy estimate available here.
 DQ3979
 DQ3979.Click photographs - Photos may exist for this station.
 DQ3979
 DQ3979.The dynamic height is computed by dividing the NAVD 88
 DQ3979.geopotential number by the normal gravity value computed on the
 DQ3979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3979.degrees latitude (g = 980.6199 gals.).
 DQ3979
 DQ3979.The modeled gravity was interpolated from observed gravity values.
 DQ3979
 DQ3979;                    North         East    Units  Estimated Accuracy
 DQ3979;SPC NJ       -    46,493.8     132,493.0     MT  (+/- 3 meters HH1 GPS) 
 DQ3979
 DQ3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2564044783(NAD 83)
 DQ3979
 DQ3979                          SUPERSEDED SURVEY CONTROL
 DQ3979
 DQ3979.No superseded survey control is available for this station.
 DQ3979
 DQ3979_MARKER: F = FLANGE-ENCASED ROD
 DQ3979_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ3979_STAMPING: CEDAR RIVER 2015
 DQ3979_MARK LOGO: USFWS
 DQ3979_PROJECTION: RECESSED 15 CENTIMETERS
 DQ3979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3979+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2020
 DQ3979_ROD/PIPE-DEPTH: 9.4 meters
 DQ3979_SLEEVE-DEPTH  : 1.2 meters
 DQ3979
 DQ3979  HISTORY     - Date     Condition        Report By
 DQ3979  HISTORY     - 20150310 MONUMENTED       IDAK
 DQ3979  HISTORY     - 20200409 GOOD             NJGS
 DQ3979
 DQ3979                          STATION DESCRIPTION
 DQ3979
 DQ3979'DESCRIBED BY DUBOIS AND KING, INC 2015 (JRF)
 DQ3979'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST OF WOODBINE, 3.8 MI
 DQ3979'(6.1 KM) SOUTHEAST OF TUCKAHOE AND 3.2 MI (5.1 KM) WEST-SOUTHWEST OF
 DQ3979'MARMORA.  OWNERSHIP--U.S. GOVERNMENT.
 DQ3979'
 DQ3979'TO REACH FROM THE POST OFFICE IN MARMORA TRAVEL NORTHWEST ON TUCKAHOE
 DQ3979'ROAD FOR 2.8 MI (4.5 KM), LEFT ONTO TYLER ROAD FOR 0.7 MI (1.1 KM) TO
 DQ3979'THE STATION ON THE LEFT.
 DQ3979'
 DQ3979'THE MARK IS 58.25 FT (17.8 M) SOUTHEAST OF THE NORTH EAST CORNER OF A
 DQ3979'WOODEN FENCE, 71.5 FT (21.8 M) NORTHEAST FROM THE SOUTH EAST CORNER OF
 DQ3979'A WOODEN FENCE, 44.5 FT (13.6 M) EASTERLY FROM A US FISH AND WILDLIFE
 DQ3979'WOODEN SIGN POST, 133 FT (40.5 M) EASTERLY OF THE CENTERLINE OF TYLER
 DQ3979'ROAD.
 DQ3979'
 DQ3979'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DQ3979
 DQ3979                          STATION RECOVERY (2020)
 DQ3979
 DQ3979'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DQ3979'ALSO 1.5 FT (0.5 M) SOUTH OF USFWS WITNESS POST AND 9.5 FT (2.9 M)
 DQ3979'NORTH-NORTHWEST OF THE CENTERLINE OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2679 ***********************************************************************
 JU2679  DESIGNATION -  CEDAR RUN
 JU2679  PID         -  JU2679
 JU2679  STATE/COUNTY-  NJ/OCEAN
 JU2679  COUNTRY     -  US
 JU2679  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2679
 JU2679                         *CURRENT SURVEY CONTROL
 JU2679  ______________________________________________________________________
 JU2679* NAD 83(1996) POSITION- 39 38 39.86603(N) 074 14 42.89053(W)   ADJUSTED
 JU2679* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2679  ______________________________________________________________________
 JU2679  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 JU2679  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2679.GEOID18 height accuracy estimate available here.
 JU2679
 JU2679.Click photographs - Photos may exist for this station.
 JU2679
 JU2679.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2679
 JU2679. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000516  x   0.99990588  =   0.99991104
 JU2679!UTM  18      -   1.00000516  x   0.99965163  =   0.99965678
 JU2679
 JU2679:                Primary Azimuth Mark                     Grid Az
 JU2679:SPC NJ       -  BRANT RESET                              118 53 45.7
 JU2679:UTM  18      -  BRANT RESET                              118 34 37.2
 JU2679
 JU2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6475888563(NAD 83)
 JU2679
 JU2679|---------------------------------------------------------------------|
 JU2679| PID    Reference Object                     Distance      Geod. Az  |
 JU2679|                                                           dddmmss.s |
 JU2679| JU0189 BRANT RESET                         APPROX. 4.7 KM 1190330.8 |
 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
 JU2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2679.See file dsdata.pdf to determine how the superseded data were derived.
 JU2679
 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  HISTORY     - 20130128 MARK NOT FOUND   DPKCON
 JU2679  HISTORY     - 20190205 MARK NOT FOUND   NJGS
 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.
 JU2679
 JU2679                          STATION RECOVERY (2013)
 JU2679
 JU2679'RECOVERY NOTE BY DPK CONSULTING LLC 2013 (JW)
 JU2679'MARK NOT FOUND
 JU2679
 JU2679                          STATION RECOVERY (2019)
 JU2679
 JU2679'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU2679'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4156 ***********************************************************************
 KV4156  DESIGNATION -  CEMETERY
 KV4156  PID         -  KV4156
 KV4156  STATE/COUNTY-  NJ/ESSEX
 KV4156  COUNTRY     -  US
 KV4156  USGS QUAD   -  ORANGE (2016)
 KV4156
 KV4156                         *CURRENT SURVEY CONTROL
 KV4156  ______________________________________________________________________
 KV4156* NAD 83(1996) POSITION- 40 45 43.99202(N) 074 09 45.39341(W)   ADJUSTED
 KV4156* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4156  ______________________________________________________________________
 KV4156  GEOID HEIGHT    -        -32.285 (meters)                     GEOID18
 KV4156  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4156.GEOID18 height accuracy estimate available here.
 KV4156
 KV4156.Click photographs - Photos may exist for this station.
 KV4156
 KV4156.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4156
 KV4156. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000465  x   0.99990998  =   0.99991463
 KV4156!SPC NY L     -   1.00000465  x   0.99999607  =   1.00000072
 KV4156!UTM  18      -   1.00000465  x   0.99966149  =   0.99966613
 KV4156
 KV4156:                Primary Azimuth Mark                     Grid Az
 KV4156:SPC NJ       -  PATTON 1913                              027 17 07.1
 KV4156:SPC NY L     -  PATTON 1913                              027 36 43.0
 KV4156:UTM  18      -  PATTON 1913                              026 57 31.7
 KV4156
 KV4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7067812699(NAD 83)
 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  USSD        -  40 45 43.99700(N)    074 09 46.75800(W) AD(       ) 3
 KV4156
 KV4156.Superseded values are not recommended for survey control.
 KV4156
 KV4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4156.See file dsdata.pdf to determine how the superseded data were derived.
 KV4156
 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 = JULY 24, 2026 22:12:30 EDT
 JU3097 ***********************************************************************
 JU3097  DESIGNATION -  CENTER OF BRI ON HWY 45 1933
 JU3097  PID         -  JU3097
 JU3097  STATE/COUNTY-  NJ/GLOUCESTER
 JU3097  COUNTRY     -  US
 JU3097  USGS QUAD   -  WOODBURY (2019)
 JU3097
 JU3097                         *CURRENT SURVEY CONTROL
 JU3097  ______________________________________________________________________
 JU3097* NAD 83(1996) POSITION- 39 50 31.00923(N) 075 09 01.38742(W)   ADJUSTED
 JU3097  ______________________________________________________________________
 JU3097  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 JU3097  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3097.GEOID18 height accuracy estimate available here.
 JU3097
 JU3097.Click photographs - Photos may exist for this station.
 JU3097
 JU3097.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3097
 JU3097. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8713310225(NAD 83)
 JU3097
 JU3097                          SUPERSEDED SURVEY CONTROL
 JU3097
 JU3097  NAD 83(1991)-  39 50 31.00672(N)    075 09 01.38927(W) AD(       ) 3
 JU3097  NAD 83(1986)-  39 50 31.00172(N)    075 09 01.39080(W) AD(       ) 3
 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
 JU3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3097.See file dsdata.pdf to determine how the superseded data were derived.
 JU3097
 JU3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3097+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 JU3097
 JU3097  HISTORY     - Date     Condition        Report By
 JU3097  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3097  HISTORY     - 20080712 GOOD             UE
 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.
 JU3097
 JU3097                          STATION RECOVERY (2008)
 JU3097
 JU3097'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU3097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4332 ***********************************************************************
 KV4332  DESIGNATION -  CENTRAL
 KV4332  PID         -  KV4332
 KV4332  STATE/COUNTY-  NJ/ESSEX
 KV4332  COUNTRY     -  US
 KV4332  USGS QUAD   -  JERSEY CITY (2019)
 KV4332
 KV4332                         *CURRENT SURVEY CONTROL
 KV4332  ______________________________________________________________________
 KV4332* NAD 83(1996) POSITION- 40 43 30.36257(N) 074 07 17.64992(W)   ADJUSTED
 KV4332* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4332  ______________________________________________________________________
 KV4332  GEOID HEIGHT    -        -32.175 (meters)                     GEOID18
 KV4332  LAPLACE CORR    -          6.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4332.GEOID18 height accuracy estimate available here.
 KV4332
 KV4332.Click photographs - Photos may exist for this station.
 KV4332
 KV4332.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4332
 KV4332. The following values were computed from the NAD 83(1996) position.
 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       -  PASSAIC                                  138 09 29.2
 KV4332:SPC NY L     -  PASSAIC                                  138 29 04.3
 KV4332:UTM  18      -  PASSAIC                                  137 49 54.7
 KV4332
 KV4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7418308612(NAD 83)
 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  USSD        -  40 43 30.37300(N)    074 07 19.03500(W) AD(       ) 3
 KV4332
 KV4332.Superseded values are not recommended for survey control.
 KV4332
 KV4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4332.See file dsdata.pdf to determine how the superseded data were derived.
 KV4332
 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 = JULY 24, 2026 22:12:30 EDT
 AM6970 ***********************************************************************
 AM6970  DESIGNATION -  CG 2
 AM6970  PID         -  AM6970
 AM6970  STATE/COUNTY-  NJ/CAPE MAY
 AM6970  COUNTRY     -  US
 AM6970  USGS QUAD   -  MARMORA (2019)
 AM6970
 AM6970                         *CURRENT SURVEY CONTROL
 AM6970  ______________________________________________________________________
 AM6970* NAD 83(1986) POSITION- 39 17 16.8    (N) 074 37 42.7    (W)   HD_HELD2
 AM6970* NAVD 88 ORTHO HEIGHT -     2.352 (meters)        7.72  (feet) ADJUSTED
 AM6970  ______________________________________________________________________
 AM6970  GEOID HEIGHT    -        -34.530 (meters)                     GEOID18
 AM6970  DYNAMIC HEIGHT  -          2.350 (meters)        7.71  (feet) COMP
 AM6970  MODELED GRAVITY -    980,100.5   (mgal)                       NAVD 88
 AM6970
 AM6970  VERT ORDER      -  FIRST     CLASS II
 AM6970
 AM6970.The horizontal coordinates were established by autonomous hand held GPS
 AM6970.observations and have an estimated accuracy of +/- 10 meters.
 AM6970
 AM6970.The orthometric height was determined by differential leveling and
 AM6970.adjusted by the NATIONAL GEODETIC SURVEY
 AM6970.in March 2005.
 AM6970
 AM6970.No vertical observational check was made to the station.
 AM6970
 AM6970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6970.GEOID18 height accuracy estimate available here.
 AM6970
 AM6970.Click photographs - Photos may exist for this station.
 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       -    50,478.      138,912.      MT  (+/- 10 meters HH2 GPS)
 AM6970
 AM6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3203548802(NAD 83)
 AM6970
 AM6970                          SUPERSEDED SURVEY CONTROL
 AM6970
 AM6970.No superseded survey control is available for this station.
 AM6970
 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       NGS
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2584 ***********************************************************************
 JU2584  DESIGNATION -  CHADWICK
 JU2584  PID         -  JU2584
 JU2584  STATE/COUNTY-  NJ/OCEAN
 JU2584  COUNTRY     -  US
 JU2584  USGS QUAD   -  SEASIDE PARK (2019)
 JU2584
 JU2584                         *CURRENT SURVEY CONTROL
 JU2584  ______________________________________________________________________
 JU2584* NAD 83(1996) POSITION- 39 59 15.86261(N) 074 03 45.64876(W)   ADJUSTED
 JU2584* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 JU2584  ______________________________________________________________________
 JU2584  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 JU2584  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2584.GEOID18 height accuracy estimate available here.
 JU2584
 JU2584.Click photographs - Photos may exist for this station.
 JU2584
 JU2584.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2584
 JU2584. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK8002426817(NAD 83)
 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
 JU2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2584.See file dsdata.pdf to determine how the superseded data were derived.
 JU2584
 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 = JULY 24, 2026 22:12:30 EDT
 JU0003 ***********************************************************************
 JU0003  DESIGNATION -  CHADWICK 2
 JU0003  PID         -  JU0003
 JU0003  STATE/COUNTY-  NJ/OCEAN
 JU0003  COUNTRY     -  US
 JU0003  USGS QUAD   -  SEASIDE PARK (2019)
 JU0003
 JU0003                         *CURRENT SURVEY CONTROL
 JU0003  ______________________________________________________________________
 JU0003* NAD 83(1996) POSITION- 39 59 18.41459(N) 074 04 03.04265(W)   ADJUSTED
 JU0003* NAVD 88 ORTHO HEIGHT -     0.502 (meters)        1.65  (feet) ADJUSTED
 JU0003  ______________________________________________________________________
 JU0003  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 JU0003  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 JU0003  DYNAMIC HEIGHT  -          0.502 (meters)        1.65  (feet) COMP
 JU0003  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 JU0003
 JU0003  HORZ ORDER      -  SECOND
 JU0003  VERT ORDER      -  FIRST     CLASS II
 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 and
 JU0003.adjusted by the NATIONAL GEODETIC SURVEY
 JU0003.in September 2015.
 JU0003
 JU0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0003.GEOID18 height accuracy estimate available here.
 JU0003
 JU0003.Click photographs - Photos may exist for this station.
 JU0003
 JU0003.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000511  x   0.99991679  =   0.99992190
 JU0003!UTM  18      -   1.00000511  x   0.99967802  =   0.99968313
 JU0003
 JU0003:                Primary Azimuth Mark                     Grid Az
 JU0003:SPC NJ       -  CHADWICK 2 AZ MK                         189 33 51.9
 JU0003:UTM  18      -  CHADWICK 2 AZ MK                         189 14 35.1
 JU0003
 JU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7961026891(NAD 83)
 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  NAVD 88 (06/15/91)    0.603  (m)            1.98   (f) SUPERSEDED  1 1
 JU0003  NGVD 29 (04/16/92)    0.949  (m)            3.11   (f) ADJUSTED    1 1
 JU0003  NGVD 29 (??/??/87)    0.979  (m)            3.21   (f) SUPERSEDED  1 1
 JU0003  NGVD 29               0.98   (m)            3.2    (f) LEVELING    3  
 JU0003
 JU0003.Superseded values are not recommended for survey control.
 JU0003
 JU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0003.See file dsdata.pdf to determine how the superseded data were derived.
 JU0003
 JU0003_MARKER: DS = TRIANGULATION STATION DISK
 JU0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0003_STAMPING: CHADWICK 2 1962
 JU0003_MARK LOGO: CGS
 JU0003_PROJECTION: RECESSED 61 CENTIMETERS
 JU0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0003+STABILITY: SURFACE MOTION
 JU0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0003+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2013
 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  HISTORY     - 20130510 GOOD             NJGS
 JU0003  HISTORY     - 20131218 GOOD             BOSWEL
 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 CORNER
 JU0003'OF A PARKING LOT AT THE INTERSECTION OF WEST CENTRAL AVE.  (STATE ROAD
 JU0003'35) AND NEW BRUNSWICK AVE., IN THE VILLAGE OF OCEAN BEACH AND ON THE
 JU0003'PROPERTY OF MR. ED PATNAUDE.  ABOUT 1-1/2 MILES NORTH OF THE TOWN OF
 JU0003'LAVALLETTE.  IT IS 38 FEET EAST OF THE CENTERLINE OF WEST CENTRAL AVE.
 JU0003'(ONE WAY SOUTH), 34 FEET NORTH OF THE CENTERLINE OF NEW BRUNSWICK
 JU0003'AVE., 20 FEET NORTHEAST OF THE NORTHEAST CURB OF THE INTERSECTION.
 JU0003'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHADWICK 2 1962.
 JU0003'
 JU0003'TO REACH FROM THE POST OFFICE IN LAVALLETTE, GO NORTH ON GRAND CENTRAL
 JU0003'AVE. FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON NEW
 JU0003'BRUNSWICK AVE. FOR 0.15 MILE TO THE JUNCTION WITH WEST CENTRAL AVE.
 JU0003'AND THE STATION ON THE RIGHT.
 JU0003'
 JU0003'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WEST CENTRAL
 JU0003'AVE. FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT IN THE CURB.
 JU0003'
 JU0003'REFERENCE MARK 4 IS 25 FEET NORTH OF THE CENTERLINE OF NEW BRUNSWICK
 JU0003'AVE., 2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE,
 JU0003'1 FOOT SOUTH OF A WITNESS POST, AND IS SET AT THE SOUTHEAST CORNER OF
 JU0003'THE PARKING LOT.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 JU0003'STAMPED CHADWICK 2 NO 4 1962.
 JU0003'
 JU0003'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CHADWICK 2 NO 5 1962,
 JU0003'CEMENTED IN A DRILLED HOLE IN THE WEST CURB OF WEST CENTRAL AVE. 23
 JU0003'FEET EAST OF THE CENTERLINE OF WEST CENTRAL AVE., AND 13 FEET SOUTH OF
 JU0003'A POWER POLE.
 JU0003'
 JU0003'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHADWICK 2 1962, CEMENTED
 JU0003'IN A DRILLED HOLE IN THE WEST CURB OF WEST CENTRAL AVE.  IT IS 82 FEET
 JU0003'NORTH OF THE NORTHWEST CURB OF THE INTERSECTION OF WEST CENTRAL AVE.
 JU0003'AND CARMEL DRIVE, 23 FEET WEST OF THE CENTERLINE OF WEST CENTRAL AVE.,
 JU0003'12 FEET EAST OF A 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 CENTRAL
 JU0003'AVENUE (STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING AT LAVALLETTE,
 JU0003'THENCE 0.15 MILE WEST ALONG NEW BRUNSWICK AVENUE, AT THE SOUTHWEST
 JU0003'CORNER OF A PARKING LOT IN OCEAN BEACH, 33 FEET NORTH OF THE CENTER
 JU0003'LINE OF NEW BRUNSWICK AVENUE, 15 FEET EAST OF THE EAST CURB OF WEST
 JU0003'CENTRAL AVENUE, 93.5 FEET WEST OF RM 4, 89.2 FEET SOUTH OF RM 5, ABOUT
 JU0003'1.0 FOOT ABOVE THE LEVEL OF WEST CENTRAL AVENUE AND SET IN THE TOP OF
 JU0003'A CONCRETE POST FLUSH WITH THE GROUND.
 JU0003'
 JU0003'RM 4 IS LOCATED AT THE SOUTHEAST CORNER OF THE PARKING LOT, 126.5 FEET
 JU0003'EAST OF THE CENTER LINE OF WEST CENTRAL AVENUE, 24.5 FEET NORTH OF THE
 JU0003'CENTER LINE OF NEW BRUNSWICK AVENUE, 148 FEET SOUTHEAST OF RM 5, 93.5
 JU0003'FEET EAST OF THE STATION CHADWICK, 1.5 FEET SOUTHWEST OF THE SOUTHWEST
 JU0003'CORNER OF A CYCLONE FENCE SURROUNDING A BOAT YARD, ABOUT LEVEL WITH
 JU0003'NEW BRUNSWICK AVENUE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0003'0.5 FOOT.
 JU0003'
 JU0003'RM 5 IS LOCATED NEAR THE INTERSECTION OF NEW BRUNSWICK AND WEST
 JU0003'CENTRAL AVENUE, 119.5 FEET NORTH OF THE CENTER LINE OF NEW BRUNSWICK
 JU0003'AVENUE, 89.2 FEET NORTHWEST OF THE STATION CHADWICK 2, 148 FEET
 JU0003'NORTHWEST OF RM 4, SET IN THE TOP OF THE EAST CURB OF WEST CENTRAL
 JU0003'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 OLD
 JU0003'PARKING LOT.  THIS MARK WAS EITHER DESTROYED OR BURIED DURING
 JU0003'CONSTRUCTION, AT THE APPROXIMATE LOCATION OF THE LOST MARK A MONUMENT
 JU0003'WAS FOUND WITH A SMALL (1-1/4 INCH) DISC IMBEDDED.  IT WAS STAMPED
 JU0003'N.J.
 JU0003'
 JU0003'THE STREET-NEW BRUNSWICK AVE HAS BEEN RENAMED KITTIWAKE AVE.  RM 4 -
 JU0003'NOT RECOVERED.  RM 5 - RECOVERED IN GOOD CONDITION.  AZIMUTH MARK -
 JU0003'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU0003'
 JU0003'EXCEPT IT HAS EVIDENTLY BEEN RESET 1-1/2 FEET EAST OF POWER POLE NO.
 JU0003'BT 55 DV, 2 FEET SOUTHEAST OF A WITNESS POST AND IS STAMPED AZIMUTH
 JU0003'MARK CHADWICK 2 - 1962 NO 2 -1984.  IT IS LOCATED IN THE EAST CURB OF
 JU0003'RTE 35 SOUTH BETWEEN CARMEL DRIVE AND SAN FERNANDO DRIVE.
 JU0003
 JU0003                          STATION RECOVERY (1984)
 JU0003
 JU0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU0003'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION, REFERENCE MARK 5
 JU0003'AND THE AZIMUTH MARK WERE RECOVERED.  REFERENCE MARK 4 WAS NOT.
 JU0003'BECAUSE THE AZIMUTH MARK DISK WAS DAMAGED IT WAS REPLACED IN PLACE AND
 JU0003'RENAMED.  THE AZIMUTH MARK WAS POSITIONED AND A REFERNCE MARK 6
 JU0003'ESTABLISHED.
 JU0003'
 JU0003'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) NORTH OF LAVALLETTE, 2.5
 JU0003'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 ON
 JU0003'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 FOR 0.15 KM
 JU0003'(0.1 MI) TO A CROSSROADS AND THE STATION ON THE RIGHT.
 JU0003'
 JU0003'THE STATION IS A STANDARD CGS DISK STAMPED ---CHADWICK 2 1962---, SET
 JU0003'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE RECESSED 10
 JU0003'CM BELOW GROUND.  LOCATED 11.6 METERS (38.1 FT) EAST FROM THE CENTER
 JU0003'OF ROUTE 35 SOUTH, 10.1 METERS (33.0 FT) NORTH FROM THE CENTER OF
 JU0003'KITTIWAKE AVENUE, 5.9 METERS (19.4 FT) SOUTHWEST FROM THE CORNER OF A
 JU0003'BOAT SALES BUILDING, 4.6 METERS (15.1 FT) NORTHEAST FROM A TRAFFIC
 JU0003'SIGNAL POLE AND 4.5 METERS (14.8 FT) NORTHEAST FROM A DROP INLET.
 JU0003'
 JU0003'REFERENCE MARK NO. 5 IS A STANDARD CGS DISK STAMPED
 JU0003'---CHADWICK 2 NO 5 1962 ---, SET INTO A DRILL HOLE IN THE EAST CURB OF
 JU0003'GRAND CENTRAL AVENUE 11.6 METERS (38.0 FT) WEST-NORTHWEST FROM THE
 JU0003'NORTHWEST CORNER OF THE BOAT SALES BUILDING, 7.2 METERS (23.6 FT) EAST
 JU0003'FROM THE CENTER OF THE ROAD AND 3.6 METERS (11.8 FT) SOUTH FROM A
 JU0003'POWER POLE JC 5341 DV.  MARK IS 0.2 METERS ABOVE THE STATION.
 JU0003'
 JU0003'REFERENCE MARK NO. 6 IS A STANDARD NGS DISK STAMPED
 JU0003'---CHADWICK 2 1962 NO 6 1984---, SET INTO A DRILL HOLE IN THE WEST
 JU0003'CURB OF GRAND CENTRAL AVENUE 18.1 METERS (59.4 FT) NORTH FROM A POWER
 JU0003'POLE BT 550, 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 0.3 METERS
 JU0003'(0.9 FT) SOUTH FROM THE SOUTH SIDE OF A DROP INLET.  MARK IS 0.1
 JU0003'METERS ABOVE THE STATION.
 JU0003'
 JU0003'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED
 JU0003'---CHADWICK 2 1962 NO 2 1984---, SET INTO A DRILL HOLE IN THE WEST
 JU0003'CURB OF GRAND CENTRAL AVENUE, 30.2 METERS (99.1 FT) NORTH FROM THE
 JU0003'CENTER OF CARMEL DRIVE, 7.1 METERS (23.2 FT) WEST FROM THE CENTER OF
 JU0003'THE HIGHWAY, 0.7 METERS (2.2 FT) EAST FROM A WITNESS POST AND 0.6
 JU0003'METERS (2.0 FT) EAST FROM A POWER POLE BT 550 DV.
 JU0003'
 JU0003'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH FOR 0.4 KM (0.25 MI)
 JU0003'ON GRAND CENTRAL AVENUE, ROUTE 35 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.
 JU0003
 JU0003                          STATION RECOVERY (2013)
 JU0003
 JU0003'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 JU0003'RECOVERED IN GOOD CONDITION.
 JU0003'
 JU0003'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH OF POINT
 JU0003'PLEASANT BEACH, 6.5 MI (10.5 KM) SOUTH OF POINT PLEASANT AND 4.3 MI
 JU0003'(6.9 KM) NORTH OF SEASIDE PARK, IN CHADWICK.
 JU0003'
 JU0003'THE STATION IS LOCATED IN A SMALL LANDSCAPED AREA IN THE SOUTHWEST
 JU0003'CORNER OF THE BOAT YARD ON THE NORTH SIDE OF KITTIWAKE AVENUE, 11 FT
 JU0003'(3.4 M) EAST OF A WITNESS POST.
 JU0003
 JU0003                          STATION RECOVERY (2013)
 JU0003
 JU0003'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 JU0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4091 ***********************************************************************
 JU4091  DESIGNATION -  CHADWICK 2 AZ MK 2
 JU4091  PID         -  JU4091
 JU4091  STATE/COUNTY-  NJ/OCEAN
 JU4091  COUNTRY     -  US
 JU4091  USGS QUAD   -  SEASIDE PARK (2019)
 JU4091
 JU4091                         *CURRENT SURVEY CONTROL
 JU4091  ______________________________________________________________________
 JU4091* NAD 83(1996) POSITION- 39 59 05.45545(N) 074 04 05.96523(W)   NO CHECK
 JU4091* NAVD 88 ORTHO HEIGHT -     0.750 (meters)        2.46  (feet) ADJUSTED
 JU4091  ______________________________________________________________________
 JU4091  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 JU4091  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 JU4091  DYNAMIC HEIGHT  -          0.750 (meters)        2.46  (feet) COMP
 JU4091  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 JU4091
 JU4091  HORZ ORDER      -  THIRD
 JU4091  VERT ORDER      -  FIRST     CLASS II
 JU4091
 JU4091.The horizontal coordinates were established by classical geodetic methods
 JU4091.and adjusted by the National Geodetic Survey in September 1999.
 JU4091
 JU4091.No horizontal observational check was made to the station.
 JU4091
 JU4091.The orthometric height was determined by differential leveling and
 JU4091.adjusted by the NATIONAL GEODETIC SURVEY
 JU4091.in September 2015.
 JU4091
 JU4091.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4091.GEOID18 height accuracy estimate available here.
 JU4091
 JU4091.Click photographs - Photos may exist for this station.
 JU4091
 JU4091.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4091
 JU4091.The dynamic height is computed by dividing the NAVD 88
 JU4091.geopotential number by the normal gravity value computed on the
 JU4091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4091.degrees latitude (g = 980.6199 gals.).
 JU4091
 JU4091.The modeled gravity was interpolated from observed gravity values.
 JU4091
 JU4091. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000507  x   0.99991673  =   0.99992180
 JU4091!UTM  18      -   1.00000507  x   0.99967789  =   0.99968296
 JU4091
 JU4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7954526491(NAD 83)
 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
 JU4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4091.See file dsdata.pdf to determine how the superseded data were derived.
 JU4091
 JU4091_STAMPING: CHADWICK 2 1962 NO 2 1984
 JU4091_MARK LOGO: NGS
 JU4091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4091+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2012
 JU4091
 JU4091  HISTORY     - Date     Condition        Report By
 JU4091  HISTORY     - 1984     MONUMENTED       NGS
 JU4091  HISTORY     - 20120113 GOOD             NJGS
 JU4091  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 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.
 JU4091
 JU4091                          STATION RECOVERY (2012)
 JU4091
 JU4091'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU4091'RECOVERED IN GOOD CONDITION.
 JU4091'
 JU4091'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST
 JU4091'OF TOMS RIVER, 6.8 MI (10.9 KM) SOUTH OF POINT PLEASANT AND 4.0 MI
 JU4091'(6.4 KM) NORTH OF SEASIDE PARK.
 JU4091'
 JU4091'WOOD UTILITY POLE NUMBER BT 550 DV, MENTIONED IN THE ORIGINAL
 JU4091'DESCRIPTION HAS BEEN REPLACED WITH A NEW POLE NUMBER 216753 A41948, IN
 JU4091'THE SAME LOCATION.
 JU4091
 JU4091                          STATION RECOVERY (2015)
 JU4091
 JU4091'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 JU4091'THE STRUCTURE, CURB, INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0002 ***********************************************************************
 JU0002  DESIGNATION -  CHADWICK 2 RM 5
 JU0002  PID         -  JU0002
 JU0002  STATE/COUNTY-  NJ/OCEAN
 JU0002  COUNTRY     -  US
 JU0002  USGS QUAD   -  SEASIDE PARK (2019)
 JU0002
 JU0002                         *CURRENT SURVEY CONTROL
 JU0002  ______________________________________________________________________
 JU0002* NAD 83(1986) POSITION- 39 59 19.30   (N) 074 04 03.09   (W)   HD_HELD1
 JU0002* NAVD 88 ORTHO HEIGHT -     0.739 (meters)        2.42  (feet) ADJUSTED
 JU0002  ______________________________________________________________________
 JU0002  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 JU0002  DYNAMIC HEIGHT  -          0.738 (meters)        2.42  (feet) COMP
 JU0002  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 JU0002
 JU0002  VERT ORDER      -  FIRST     CLASS I
 JU0002
 JU0002.The horizontal coordinates were determined by differentially corrected
 JU0002.hand held GPS observations or other comparable positioning techniques
 JU0002.and have an estimated accuracy of +/- 3 meters.
 JU0002
 JU0002.The orthometric height was determined by differential leveling and
 JU0002.adjusted by the NATIONAL GEODETIC SURVEY
 JU0002.in June 1991.
 JU0002
 JU0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0002.GEOID18 height accuracy estimate available here.
 JU0002
 JU0002.Click photographs - Photos may exist for this station.
 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       -   128,348.8     186,933.2     MT  (+/- 3 meters HH1 GPS) 
 JU0002
 JU0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7960926918(NAD 83)
 JU0002
 JU0002                          SUPERSEDED SURVEY CONTROL
 JU0002
 JU0002  NGVD 29 (04/16/92)    1.085  (m)            3.56   (f) ADJUSTED    1 1
 JU0002  NGVD 29 (??/??/87)    1.115  (m)            3.66   (f) SUPERSEDED  1 1
 JU0002
 JU0002.Superseded values are not recommended for survey control.
 JU0002
 JU0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0002.See file dsdata.pdf to determine how the superseded data were derived.
 JU0002
 JU0002_STAMPING: CHADWICK 2 RM 5 1962
 JU0002_MARK LOGO: CGS
 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  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 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.
 JU0002
 JU0002                          STATION RECOVERY (2015)
 JU0002
 JU0002'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 JU0002'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4279 ***********************************************************************
 JU4279  DESIGNATION -  CHADWICK 2 RM 6
 JU4279  PID         -  JU4279
 JU4279  STATE/COUNTY-  NJ/OCEAN
 JU4279  COUNTRY     -  US
 JU4279  USGS QUAD   -  SEASIDE PARK (2019)
 JU4279
 JU4279                         *CURRENT SURVEY CONTROL
 JU4279  ______________________________________________________________________
 JU4279* NAD 83(1986) POSITION- 39 59 18.59   (N) 074 04 03.81   (W)   HD_HELD1
 JU4279* NAVD 88 ORTHO HEIGHT -     0.67  (meters)        2.2   (feet) RESET
 JU4279  ______________________________________________________________________
 JU4279  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 JU4279  VERT ORDER      -  THIRD
 JU4279
 JU4279.The horizontal coordinates were determined by differentially corrected
 JU4279.hand held GPS observations or other comparable positioning techniques
 JU4279.and have an estimated accuracy of +/- 3 meters.
 JU4279
 JU4279.The orthometric height was computed from unverified reset data.
 JU4279
 JU4279.No vertical observational check was made to the station.
 JU4279
 JU4279.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4279.GEOID18 height accuracy estimate available here.
 JU4279
 JU4279.Click photographs - Photos may exist for this station.
 JU4279
 JU4279;                    North         East    Units  Estimated Accuracy
 JU4279;SPC NJ       -   128,326.8     186,916.2     MT  (+/- 3 meters HH1 GPS) 
 JU4279
 JU4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7959226896(NAD 83)
 JU4279
 JU4279                          SUPERSEDED SURVEY CONTROL
 JU4279
 JU4279  NGVD 29 (02/11/25)    1.02   (m)            3.3    (f) RESET       3  
 JU4279
 JU4279.Superseded values are not recommended for survey control.
 JU4279
 JU4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4279.See file dsdata.pdf to determine how the superseded data were derived.
 JU4279
 JU4279_STAMPING: CHADWICK 2 NO 6 1984
 JU4279_MARK LOGO: NGS
 JU4279
 JU4279  HISTORY     - Date     Condition        Report By
 JU4279  HISTORY     - 1984     MONUMENTED       NGS
 JU4279  HISTORY     - 19840509 GOOD             NGS
 JU4279  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 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.
 JU4279
 JU4279                          STATION RECOVERY (2015)
 JU4279
 JU4279'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 JU4279'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2782 ***********************************************************************
 JU2782  DESIGNATION -  CHANNEL
 JU2782  PID         -  JU2782
 JU2782  STATE/COUNTY-  NJ/ATLANTIC
 JU2782  COUNTRY     -  US
 JU2782  USGS QUAD   -  OCEANVILLE (2019)
 JU2782
 JU2782                         *CURRENT SURVEY CONTROL
 JU2782  ______________________________________________________________________
 JU2782* NAD 83(1996) POSITION- 39 23 39.30879(N) 074 23 52.45361(W)   ADJUSTED
 JU2782* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2782  ______________________________________________________________________
 JU2782  GEOID HEIGHT    -        -34.321 (meters)                     GEOID18
 JU2782  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2782.GEOID18 height accuracy estimate available here.
 JU2782
 JU2782.Click photographs - Photos may exist for this station.
 JU2782
 JU2782.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2782
 JU2782. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000529  x   0.99990095  =   0.99990624
 JU2782!UTM  18      -   1.00000529  x   0.99963310  =   0.99963839
 JU2782
 JU2782:                Primary Azimuth Mark                     Grid Az
 JU2782:SPC NJ       -  BRIGANTINE BEACH SOUTH TANK              081 02 20.2
 JU2782:UTM  18      -  BRIGANTINE BEACH SOUTH TANK              080 43 17.8
 JU2782
 JU2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5184660701(NAD 83)
 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
 JU2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2782.See file dsdata.pdf to determine how the superseded data were derived.
 JU2782
 JU2782_MARKER: DS = TRIANGULATION STATION DISK
 JU2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2782_STAMPING: CHANNEL 1935
 JU2782_MARK LOGO: CGS
 JU2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2782+STABILITY: SURFACE MOTION
 JU2782
 JU2782  HISTORY     - Date     Condition        Report By
 JU2782  HISTORY     - 1935     MONUMENTED       CGS
 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 COAST AND GEODETIC SURVEY 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 CGS DISKS
 JU2782'STAMPED CHANNEL U.S.E.D. 1935.
 JU2782'
 JU2782'R.M.S 3 AND 4 ARE STANDARD CGS DISKS STAMPED CHANNEL, 1395.
 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 = JULY 24, 2026 22:12:30 EDT
 JU2939 ***********************************************************************
 JU2939  DESIGNATION -  CHANNEL
 JU2939  PID         -  JU2939
 JU2939  STATE/COUNTY-  NJ/CAPE MAY
 JU2939  COUNTRY     -  US
 JU2939  USGS QUAD   -  STONE HARBOR (2019)
 JU2939
 JU2939                         *CURRENT SURVEY CONTROL
 JU2939  ______________________________________________________________________
 JU2939* NAD 83(1996) POSITION- 39 03 41.94315(N) 074 46 23.32711(W)   ADJUSTED
 JU2939* NAVD 88 ORTHO HEIGHT -     0.910 (meters)        2.99  (feet) ADJUSTED
 JU2939  ______________________________________________________________________
 JU2939  GEOID HEIGHT    -        -35.298 (meters)                     GEOID18
 JU2939  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 JU2939  DYNAMIC HEIGHT  -          0.910 (meters)        2.99  (feet) COMP
 JU2939  MODELED GRAVITY -    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 and
 JU2939.adjusted by the NATIONAL GEODETIC SURVEY
 JU2939.in March 2001.
 JU2939
 JU2939.No vertical observational check was made to the station.
 JU2939
 JU2939.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2939.GEOID18 height accuracy estimate available here.
 JU2939
 JU2939.Click photographs - Photos may exist for this station.
 JU2939
 JU2939.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000540  x   0.99990688  =   0.99991227
 JU2939!UTM  18      -   1.00000540  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1962623642(NAD 83)
 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
 JU2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2939.See file dsdata.pdf to determine how the superseded data were derived.
 JU2939
 JU2939_MARKER: DS = TRIANGULATION STATION DISK
 JU2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2939_STAMPING: CHANNEL 1932
 JU2939_MARK LOGO: CGS
 JU2939_PROJECTION: RECESSED 61 CENTIMETERS
 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 - September 04, 2019
 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  HISTORY     - 20180912 SEE DESCRIPTION  PROFLN
 JU2939  HISTORY     - 20190904 GOOD             PROFLN
 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.
 JU2939
 JU2939                          STATION RECOVERY (2018)
 JU2939
 JU2939'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2018 (JRO)
 JU2939'THE MARK WAS NOT ACTUALLY RECOVERED FOR LACK OF TOOLS TO DIG, BUT A
 JU2939'DEPRESSION IS THERE AT THE RIGHT PLACE FROM PRIOR RECOVERIES.
 JU2939'
 JU2939'THE WITNESS POST IS 97 FT (29.6 M) NORTHWEST OF THE FIRST STEEL POWER
 JU2939'POLE NORTHWEST OF THE WETLANDS INSTITUTE, 99 FT (30.2 M) SOUTHEAST OF
 JU2939'THE SECOND SUCH POLE, 200 FT (61.0 M) NORTHWEST ALONG HIGHWAY FROM THE
 JU2939'DRIVEWAY TO THE WETLANDS INSURANCE, APPROXIMATELY 264 FT (80.5 M)
 JU2939'NORTHWEST OF SECOND ST WHICH MEETS THE HIGHWAY AT AN ACUTE ANGLE SO IT
 JU2939'IS HARD TO GET A PRECISE DISTANCE.  THE WITNESS POST IS UNDER THE
 JU2939'POWER LINES.
 JU2939
 JU2939                          STATION RECOVERY (2019)
 JU2939
 JU2939'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 JU2939'STATION, REFERENCE MARK 2 AND REFERENCE MARK 4 ALL GOOD.  PLACED A
 JU2939'RECTANGULAR UTILITY VALVE BOX OVER THE STATION TO MAKE IT EASIER TO
 JU2939'FIND AND ACCESS AND A ROUND VALVE BOX OVER REFERENCE MARK 2.
 JU2939'
 JU2939'THE STATION IS RECESSED 24 INCHES (61 CM), REFERENCED PER 2018 NOTE.
 JU2939'TOP OF THE VALVE BOX OVER THE MARK IS 8 INCHES (20 CM) BELOW
 JU2939'SURROUNDING GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5249 ***********************************************************************
 KV5249  DESIGNATION -  CHANNEL B C N MNR 4
 KV5249  PID         -  KV5249
 KV5249  STATE/COUNTY-  NJ/OCEAN
 KV5249  COUNTRY     -  US
 KV5249  USGS QUAD   -  POINT PLEASANT (2019)
 KV5249
 KV5249                         *CURRENT SURVEY CONTROL
 KV5249  ______________________________________________________________________
 KV5249* NAD 83(1996) POSITION- 40 06 05.57082(N) 074 02 32.53140(W)   ADJUSTED
 KV5249* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5249  ______________________________________________________________________
 KV5249  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 KV5249  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5249.GEOID18 height accuracy estimate available here.
 KV5249
 KV5249.Click photographs - Photos may exist for this station.
 KV5249
 KV5249.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5249
 KV5249. The following values were computed from the NAD 83(1996) position.
 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       -  MANASQUAN RIVER ENT BEACON               089 38 26.6
 KV5249:UTM  18      -  MANASQUAN RIVER ENT BEACON               089 19 07.0
 KV5249
 KV5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8162239467(NAD 83)
 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
 KV5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5249.See file dsdata.pdf to determine how the superseded data were derived.
 KV5249
 KV5249_MARKER: I = METAL ROD
 KV5249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU0444 ***********************************************************************
 JU0444  DESIGNATION -  CHANNEL RM 1
 JU0444  PID         -  JU0444
 JU0444  STATE/COUNTY-  NJ/CAPE MAY
 JU0444  COUNTRY     -  US
 JU0444  USGS QUAD   -  STONE HARBOR (2019)
 JU0444
 JU0444                         *CURRENT SURVEY CONTROL
 JU0444  ______________________________________________________________________
 JU0444* NAD 83(1986) POSITION- 39 03 41.10   (N) 074 46 23.32   (W)   HD_HELD1
 JU0444* NAVD 88 ORTHO HEIGHT -     0.829 (meters)        2.72  (feet) ADJUSTED
 JU0444  ______________________________________________________________________
 JU0444  GEOID HEIGHT    -        -35.299 (meters)                     GEOID18
 JU0444  DYNAMIC HEIGHT  -          0.828 (meters)        2.72  (feet) COMP
 JU0444  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 JU0444
 JU0444  VERT ORDER      -  FIRST     CLASS II
 JU0444
 JU0444.The horizontal coordinates were determined by differentially corrected
 JU0444.hand held GPS observations or other comparable positioning techniques
 JU0444.and have an estimated accuracy of +/- 3 meters.
 JU0444
 JU0444.The orthometric height was determined by differential leveling and
 JU0444.adjusted by the NATIONAL GEODETIC SURVEY
 JU0444.in March 2001.
 JU0444
 JU0444.No vertical observational check was made to the station.
 JU0444
 JU0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0444.GEOID18 height accuracy estimate available here.
 JU0444
 JU0444.Click photographs - Photos may exist for this station.
 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       -    25,353.5     126,361.3     MT  (+/- 3 meters HH1 GPS) 
 JU0444
 JU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1962623616(NAD 83)
 JU0444
 JU0444                          SUPERSEDED SURVEY CONTROL
 JU0444
 JU0444  NAVD 88 (06/15/91)    0.889  (m)            2.92   (f) SUPERSEDED  2 0
 JU0444  NGVD 29 (04/16/92)    1.289  (m)            4.23   (f) ADJUSTED    2 0
 JU0444  NGVD 29 (??/??/87)    1.309  (m)            4.29   (f) SUPERSEDED  2 0
 JU0444
 JU0444.Superseded values are not recommended for survey control.
 JU0444
 JU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0444.See file dsdata.pdf to determine how the superseded data were derived.
 JU0444
 JU0444_MARKER: DR = REFERENCE MARK DISK
 JU0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0444_STAMPING: CHANNEL NO 1 1932
 JU0444_MARK LOGO: CGS
 JU0444_PROJECTION: RECESSED 61 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0443 ***********************************************************************
 JU0443  DESIGNATION -  CHANNEL RM 2
 JU0443  PID         -  JU0443
 JU0443  STATE/COUNTY-  NJ/CAPE MAY
 JU0443  COUNTRY     -  US
 JU0443  USGS QUAD   -  STONE HARBOR (2019)
 JU0443
 JU0443                         *CURRENT SURVEY CONTROL
 JU0443  ______________________________________________________________________
 JU0443* NAD 83(1986) POSITION- 39 03 41.85   (N) 074 46 24.74   (W)   HD_HELD1
 JU0443* NAVD 88 ORTHO HEIGHT -     0.557 (meters)        1.83  (feet) ADJUSTED
 JU0443  ______________________________________________________________________
 JU0443  GEOID HEIGHT    -        -35.298 (meters)                     GEOID18
 JU0443  DYNAMIC HEIGHT  -          0.557 (meters)        1.83  (feet) COMP
 JU0443  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 JU0443
 JU0443  VERT ORDER      -  FIRST     CLASS II
 JU0443
 JU0443.The horizontal coordinates were determined by differentially corrected
 JU0443.hand held GPS observations or other comparable positioning techniques
 JU0443.and have an estimated accuracy of +/- 3 meters.
 JU0443
 JU0443.The orthometric height was determined by differential leveling and
 JU0443.adjusted by the NATIONAL GEODETIC SURVEY
 JU0443.in March 2001.
 JU0443
 JU0443.No vertical observational check was made to the station.
 JU0443
 JU0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0443.GEOID18 height accuracy estimate available here.
 JU0443
 JU0443.Click photographs - Photos may exist for this station.
 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       -    25,376.8     126,327.2     MT  (+/- 3 meters HH1 GPS) 
 JU0443
 JU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1959223639(NAD 83)
 JU0443
 JU0443                          SUPERSEDED SURVEY CONTROL
 JU0443
 JU0443  NAVD 88 (06/15/91)    0.689  (m)            2.26   (f) SUPERSEDED  2 0
 JU0443  NGVD 29 (04/16/92)    1.089  (m)            3.57   (f) ADJUSTED    2 0
 JU0443  NGVD 29 (??/??/87)    1.110  (m)            3.64   (f) SUPERSEDED  2 0
 JU0443
 JU0443.Superseded values are not recommended for survey control.
 JU0443
 JU0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0443.See file dsdata.pdf to determine how the superseded data were derived.
 JU0443
 JU0443_MARKER: DR = REFERENCE MARK DISK
 JU0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0443_STAMPING: CHANNEL NO 2 1932
 JU0443_MARK LOGO: CGS
 JU0443_PROJECTION: RECESSED 5 CENTIMETERS
 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 - September 04, 2019
 JU0443
 JU0443  HISTORY     - Date     Condition        Report By
 JU0443  HISTORY     - 1932     MONUMENTED       CGS
 JU0443  HISTORY     - 1961     GOOD             CGS
 JU0443  HISTORY     - 19970728 GOOD             NJGS
 JU0443  HISTORY     - 20190904 GOOD             PROFLN
 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.
 JU0443
 JU0443                          STATION RECOVERY (2019)
 JU0443
 JU0443'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 JU0443'REFERENCE MARK 2 RECOVERED BY TRAVERSE FROM STATION CHANNEL, 52 FT
 JU0443'(15.8 M) NORTHWEST OF THE FIRST POWER POLE NORTHWEST OF THE WETLANDS
 JU0443'INSTITUTE, 32 FT (9.8 M) SOUTHWEST OF THE HIGHWAY, 16 FT (4.9 M)
 JU0443'SOUTHEAST OF THE SECOND POLE NORTHWEST OF THE WETLANDS INSTITUTE, AT
 JU0443'THE BRUSH LINE, RECESSED 36 INCHES (91 CM), SEVERAL INCHES BELOW
 JU0443'GROUND WATER.  THE LID OF THE VALVE BOX IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH8986 ***********************************************************************
 AH8986  DESIGNATION -  CHANNEL RM 4
 AH8986  PID         -  AH8986
 AH8986  STATE/COUNTY-  NJ/CAPE MAY
 AH8986  COUNTRY     -  US
 AH8986  USGS QUAD   -  STONE HARBOR (2019)
 AH8986
 AH8986                         *CURRENT SURVEY CONTROL
 AH8986  ______________________________________________________________________
 AH8986* NAD 83(1986) POSITION- 39 03 41.65   (N) 074 46 22.90   (W)   HD_HELD1
 AH8986* NAVD 88 ORTHO HEIGHT -     1.709 (meters)        5.61  (feet) ADJUSTED
 AH8986  ______________________________________________________________________
 AH8986  GEOID HEIGHT    -        -35.299 (meters)                     GEOID18
 AH8986  DYNAMIC HEIGHT  -          1.708 (meters)        5.60  (feet) COMP
 AH8986  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 AH8986
 AH8986  VERT ORDER      -  FIRST     CLASS II
 AH8986
 AH8986.The horizontal coordinates were determined by differentially corrected
 AH8986.hand held GPS observations or other comparable positioning techniques
 AH8986.and have an estimated accuracy of +/- 3 meters.
 AH8986
 AH8986.The orthometric height was determined by differential leveling and
 AH8986.adjusted by the NATIONAL GEODETIC SURVEY
 AH8986.in March 2001.
 AH8986
 AH8986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8986.GEOID18 height accuracy estimate available here.
 AH8986
 AH8986.Click photographs - Photos may exist for this station.
 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       -    25,370.5     126,371.4     MT  (+/- 3 meters HH1 GPS) 
 AH8986
 AH8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1963623633(NAD 83)
 AH8986
 AH8986                          SUPERSEDED SURVEY CONTROL
 AH8986
 AH8986.No superseded survey control is available for this station.
 AH8986
 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_PROJECTION: FLUSH
 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 - September 12, 2018
 AH8986
 AH8986  HISTORY     - Date     Condition        Report By
 AH8986  HISTORY     - 1973     MONUMENTED       NGS
 AH8986  HISTORY     - 19970728 GOOD             NJGS
 AH8986  HISTORY     - 20180912 GOOD             PROFLN
 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.
 AH8986
 AH8986                          STATION RECOVERY (2018)
 AH8986
 AH8986'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2018 (JRO)
 AH8986'THE MARK IS 153 FT (46.6 M) NORTHWEST ALONG THE HIGHWAY FROM THE
 AH8986'DRIVEWAY EXTENDED TO THE WETLANDS INSTITUTE, 52 FT (15.8 M) NORTHWEST
 AH8986'OF FIRST METAL POLE NORTHWEST OF THE INSTITUTE AND 2 FT (0.6 M)
 AH8986'SOUTHWEST OF A BRUSH LINE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4989 ***********************************************************************
 KV4989  DESIGNATION -  CHAPEL HILL ATT MICRO TOWER
 KV4989  PID         -  KV4989
 KV4989  STATE/COUNTY-  NJ/MONMOUTH
 KV4989  COUNTRY     -  US
 KV4989  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4989
 KV4989                         *CURRENT SURVEY CONTROL
 KV4989  ______________________________________________________________________
 KV4989* NAD 83(1996) POSITION- 40 24 11.44202(N) 074 02 37.55844(W)   ADJUSTED
 KV4989  ______________________________________________________________________
 KV4989  GEOID HEIGHT    -        -32.473 (meters)                     GEOID18
 KV4989  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4989.GEOID18 height accuracy estimate available here.
 KV4989
 KV4989.Click photographs - Photos may exist for this station.
 KV4989
 KV4989.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4989
 KV4989. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8114272946(NAD 83)
 KV4989
 KV4989                          SUPERSEDED SURVEY CONTROL
 KV4989
 KV4989  NAD 83(1986)-  40 24 11.44218(N)    074 02 37.55671(W) AD(       ) 3
 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
 KV4989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4989.See file dsdata.pdf to determine how the superseded data were derived.
 KV4989
 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 = JULY 24, 2026 22:12:30 EDT
 KV4952 ***********************************************************************
 KV4952  DESIGNATION -  CHAPEL HILL LIGHTHOUSE
 KV4952  PID         -  KV4952
 KV4952  STATE/COUNTY-  NJ/MONMOUTH
 KV4952  COUNTRY     -  US
 KV4952  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4952
 KV4952                         *CURRENT SURVEY CONTROL
 KV4952  ______________________________________________________________________
 KV4952* NAD 83(1996) POSITION- 40 23 53.67997(N) 074 03 31.53970(W)   ADJUSTED
 KV4952* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4952  ______________________________________________________________________
 KV4952  GEOID HEIGHT    -        -32.451 (meters)                     GEOID18
 KV4952  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4952.GEOID18 height accuracy estimate available here.
 KV4952
 KV4952.Click photographs - Photos may exist for this station.
 KV4952
 KV4952.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4952
 KV4952. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968320
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7987572385(NAD 83)
 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  USSD        -  40 23 53.65100(N)    074 03 32.90800(W) AD(       ) 3
 KV4952
 KV4952.Superseded values are not recommended for survey control.
 KV4952
 KV4952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4952.See file dsdata.pdf to determine how the superseded data were derived.
 KV4952
 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 = JULY 24, 2026 22:12:30 EDT
 KV6480 ***********************************************************************
 KV6480  DESIGNATION -  CHAPEL HILL S CHAN RNG F LT
 KV6480  PID         -  KV6480
 KV6480  STATE/COUNTY-  NJ/MONMOUTH
 KV6480  COUNTRY     -  US
 KV6480  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6480
 KV6480                         *CURRENT SURVEY CONTROL
 KV6480  ______________________________________________________________________
 KV6480* NAD 83(1996) POSITION- 40 25 16.73379(N) 074 03 20.19393(W)   ADJUSTED
 KV6480* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 KV6480  ______________________________________________________________________
 KV6480  GEOID HEIGHT    -        -32.434 (meters)                     GEOID18
 KV6480  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6480.GEOID18 height accuracy estimate available here.
 KV6480
 KV6480.Click photographs - Photos may exist for this station.
 KV6480
 KV6480.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6480
 KV6480. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8011574948(NAD 83)
 KV6480
 KV6480                          SUPERSEDED SURVEY CONTROL
 KV6480
 KV6480  NAD 83(1996)-  40 25 16.73285(N)    074 03 20.19294(W) AD(       ) 3
 KV6480  NAD 83(1986)-  40 25 16.73241(N)    074 03 20.19263(W) AD(       ) 3
 KV6480
 KV6480.Superseded values are not recommended for survey control.
 KV6480
 KV6480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6480.See file dsdata.pdf to determine how the superseded data were derived.
 KV6480
 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 = JULY 24, 2026 22:12:30 EDT
 KV6481 ***********************************************************************
 KV6481  DESIGNATION -  CHAPEL HILL S CHAN RNG R LT
 KV6481  PID         -  KV6481
 KV6481  STATE/COUNTY-  NJ/MONMOUTH
 KV6481  COUNTRY     -  US
 KV6481  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV6481
 KV6481                         *CURRENT SURVEY CONTROL
 KV6481  ______________________________________________________________________
 KV6481* NAD 83(1996) POSITION- 40 23 55.51690(N) 074 03 31.26897(W)   ADJUSTED
 KV6481* NAVD 88 ORTHO HEIGHT -    57.    (meters)      187.    (feet) SCALED
 KV6481  ______________________________________________________________________
 KV6481  GEOID HEIGHT    -        -32.451 (meters)                     GEOID18
 KV6481  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6481.GEOID18 height accuracy estimate available here.
 KV6481
 KV6481.Click photographs - Photos may exist for this station.
 KV6481
 KV6481.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6481
 KV6481. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7988172441(NAD 83)
 KV6481
 KV6481                          SUPERSEDED SURVEY CONTROL
 KV6481
 KV6481  NAD 83(1986)-  40 23 55.51542(N)    074 03 31.26728(W) AD(       ) 3
 KV6481
 KV6481.Superseded values are not recommended for survey control.
 KV6481
 KV6481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6481.See file dsdata.pdf to determine how the superseded data were derived.
 KV6481
 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 = JULY 24, 2026 22:12:30 EDT
 KV5794 ***********************************************************************
 KV5794  DESIGNATION -  CHAPIN RESET
 KV5794  PID         -  KV5794
 KV5794  STATE/COUNTY-  NJ/SOMERSET
 KV5794  COUNTRY     -  US
 KV5794  USGS QUAD   -  BERNARDSVILLE (2016)
 KV5794
 KV5794                         *CURRENT SURVEY CONTROL
 KV5794  ______________________________________________________________________
 KV5794* NAD 83(2011) POSITION- 40 44 33.88176(N) 074 35 52.18684(W)   ADJUSTED
 KV5794* NAD 83(2011) ELLIP HT-   219.837 (meters)        (06/27/12)   ADJUSTED
 KV5794* NAD 83(2011) EPOCH   -  2010.00
 KV5794* NAVD 88 ORTHO HEIGHT -   252.9   (meters)      830.    (feet) GPS OBS
 KV5794  ______________________________________________________________________
 KV5794  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5794  GEOID HEIGHT    -        -33.320 (meters)                     GEOID93
 KV5794  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 KV5794  NAD 83(2011) X  -  1,285,322.752 (meters)                     COMP
 KV5794  NAD 83(2011) Y  - -4,665,644.515 (meters)                     COMP
 KV5794  NAD 83(2011) Z  -  4,140,963.725 (meters)                     COMP
 KV5794  LAPLACE CORR    -          3.30  (seconds)                    DEFLEC18
 KV5794
 KV5794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5794  Standards:
 KV5794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5794  -------------------------------------------------------------------
 KV5794  NETWORK    0.53   0.80           0.21   0.22   0.41      0.06730934
 KV5794  -------------------------------------------------------------------
 KV5794  Click here for local accuracies and other accuracy information.
 KV5794
 KV5794.The horizontal coordinates were established by GPS observations
 KV5794.and adjusted by the National Geodetic Survey in June 2012.
 KV5794
 KV5794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5794.been affixed to the stable North American tectonic plate. See 
 KV5794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5794
 KV5794.The horizontal coordinates are valid at the epoch date displayed above
 KV5794.which is a decimal equivalence of Year/Month/Day.
 KV5794
 KV5794.The orthometric height was determined by GPS observations and a
 KV5794.high-resolution geoid model.
 KV5794
 KV5794.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5794.GEOID18 height accuracy estimate available here.
 KV5794
 KV5794.Click photographs - Photos may exist for this station.
 KV5794
 KV5794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5794
 KV5794.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5794
 KV5794.The ellipsoidal height was determined by GPS observations
 KV5794.and is referenced to NAD 83.
 KV5794
 KV5794. The following values were computed from the NAD 83(2011) position.
 KV5794
 KV5794;                    North         East     Units Scale Factor Converg.
 KV5794;SPC NJ       -   211,986.484   141,737.988   MT  0.99990084   -0 03 49.9
 KV5794;SPC NJ       -   695,492.32    465,018.72   sFT  0.99990084   -0 03 49.9
 KV5794;UTM  18      - 4,510,277.724   533,954.347   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       -  CHAPIN AZ MK                             276 25 58.4
 KV5794:UTM  18      -  CHAPIN AZ MK                             276 06 23.6
 KV5794
 KV5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3395410277(NAD 83)
 KV5794
 KV5794|---------------------------------------------------------------------|
 KV5794| PID    Reference Object                     Distance      Geod. Az  |
 KV5794|                                                           dddmmss.s |
 KV5794| CB5349 MON 2374                                           0050536.0 |
 KV5794| KV5793 RED LIGHT ON TOP WATER TANK         APPROX. 2.1 KM 1994716.7 |
 KV5794| CB5767 CHAPIN RM 1                          25.543 METERS 21524     |
 KV5794| CB5766 CHAPIN AZ MK                                       2762208.5 |
 KV5794| CB5768 CHAPIN RM 2                          23.165 METERS 33248     |
 KV5794|---------------------------------------------------------------------|
 KV5794
 KV5794                          SUPERSEDED SURVEY CONTROL
 KV5794
 KV5794  NAD 83(2007)-  40 44 33.88190(N)    074 35 52.18739(W) AD(2002.00) 0
 KV5794  ELLIP H (02/10/07)  219.850  (m)                       GP(2002.00)    
 KV5794  ELLIP H (10/23/02)  219.840  (m)                       GP(       ) 4 1
 KV5794  NAD 83(1996)-  40 44 33.88219(N)    074 35 52.18775(W) AD(       ) 1
 KV5794  ELLIP H (05/14/99)  219.861  (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)  UNKNOWN  model used  GPS OBS        
 KV5794
 KV5794.Superseded values are not recommended for survey control.
 KV5794
 KV5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5794.See file dsdata.pdf to determine how the superseded data were derived.
 KV5794
 KV5794_STAMPING: CHAPIN 1935 1972
 KV5794_MARK LOGO: NGS
 KV5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5794+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 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  HISTORY     - 20061102 GOOD             AASCO
 KV5794  HISTORY     - 20201015 MARK NOT FOUND   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.
 KV5794
 KV5794                          STATION RECOVERY (2006)
 KV5794
 KV5794'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV5794'RECOVERED IN GOOD CONDITION.
 KV5794
 KV5794                          STATION RECOVERY (2020)
 KV5794
 KV5794'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV5794'MONUMENT PRESUMABLY SET DOWN A POSTED PRIVATE ROAD WITH NO TRESPASSING
 KV5794'SIGNS POSTED.  NO VISIBLE WAY TO CONTACT OWNERS AS GATED HOME WITH NO
 KV5794'CALL BOX IN SITE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3522 ***********************************************************************
 KV3522  DESIGNATION -  CHATHAM RESET
 KV3522  PID         -  KV3522
 KV3522  STATE/COUNTY-  NJ/MORRIS
 KV3522  COUNTRY     -  US
 KV3522  USGS QUAD   -  CHATHAM (2019)
 KV3522
 KV3522                         *CURRENT SURVEY CONTROL
 KV3522  ______________________________________________________________________
 KV3522* NAD 83(1986) POSITION- 40 44 21.2    (N) 074 23 08.5    (W)   HD_HELD2
 KV3522* NAVD 88 ORTHO HEIGHT -    78.40  (+/-2cm)      257.2   (feet) VERTCON3
 KV3522  ______________________________________________________________________
 KV3522  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 KV3522  VERT ORDER      -  THIRD (See Below)
 KV3522
 KV3522.The horizontal coordinates were established by autonomous hand held GPS
 KV3522.observations and have an estimated accuracy of +/- 10 meters.
 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
 KV3522.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3522.GEOID18 height accuracy estimate available here.
 KV3522
 KV3522.The vertical order pertains to the NGVD 29 superseded value.
 KV3522
 KV3522.Click photographs - Photos may exist for this station.
 KV3522
 KV3522;                    North         East    Units  Estimated Accuracy
 KV3522;SPC NJ       -   211,597.      159,654.      MT  (+/- 10 meters HH2 GPS)
 KV3522
 KV3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5186709990(NAD 83)
 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
 KV3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3522.See file dsdata.pdf to determine how the superseded data were derived.
 KV3522
 KV3522_MARKER: DV = VERTICAL CONTROL DISK
 KV3522_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3522_SP_SET: STEP
 KV3522_STAMPING: CHATHAM RESET 1979
 KV3522_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV6996 ***********************************************************************
 KV6996  DESIGNATION -  CHEESE 1
 KV6996  PID         -  KV6996
 KV6996  STATE/COUNTY-  NJ/MIDDLESEX
 KV6996  COUNTRY     -  US
 KV6996  USGS QUAD   -  SOUTH AMBOY (2019)
 KV6996
 KV6996                         *CURRENT SURVEY CONTROL
 KV6996  ______________________________________________________________________
 KV6996* NAD 83(2011) POSITION- 40 26 22.72636(N) 074 15 35.55286(W)   ADJUSTED
 KV6996* NAD 83(2011) ELLIP HT-   -21.095 (meters)        (06/27/12)   ADJUSTED
 KV6996* NAD 83(2011) EPOCH   -  2010.00
 KV6996* NAVD 88 ORTHO HEIGHT -    11.3   (meters)       37.    (feet) GPS OBS
 KV6996  ______________________________________________________________________
 KV6996  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6996  GEOID HEIGHT    -        -32.710 (meters)                     GEOID93
 KV6996  GEOID HEIGHT    -        -32.429 (meters)                     GEOID18
 KV6996  NAD 83(2011) X  -  1,318,711.413 (meters)                     COMP
 KV6996  NAD 83(2011) Y  - -4,678,884.821 (meters)                     COMP
 KV6996  NAD 83(2011) Z  -  4,115,247.745 (meters)                     COMP
 KV6996  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 KV6996
 KV6996  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6996  Standards:
 KV6996         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6996            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6996  -------------------------------------------------------------------
 KV6996  NETWORK    0.37   0.59           0.16   0.14   0.30      0.10245095
 KV6996  -------------------------------------------------------------------
 KV6996  Click here for local accuracies and other accuracy information.
 KV6996
 KV6996.The horizontal coordinates were established by GPS observations
 KV6996.and adjusted by the National Geodetic Survey in June 2012.
 KV6996
 KV6996.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6996.been affixed to the stable North American tectonic plate. See 
 KV6996.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6996
 KV6996.The horizontal coordinates are valid at the epoch date displayed above
 KV6996.which is a decimal equivalence of Year/Month/Day.
 KV6996
 KV6996.The orthometric height was determined by GPS observations and a
 KV6996.high-resolution geoid model.
 KV6996
 KV6996.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6996.GEOID18 height accuracy estimate available here.
 KV6996
 KV6996.Click photographs - Photos may exist for this station.
 KV6996
 KV6996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6996
 KV6996.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6996
 KV6996.The ellipsoidal height was determined by GPS observations
 KV6996.and is referenced to NAD 83.
 KV6996
 KV6996. The following values were computed from the NAD 83(2011) position.
 KV6996
 KV6996;                    North         East     Units Scale Factor Converg.
 KV6996;SPC NJ       -   178,355.030   170,370.994   MT  0.99990511   +0 09 20.7
 KV6996;SPC NJ       -   585,153.13    558,958.84   sFT  0.99990511   +0 09 20.7
 KV6996;SPC NY L     -    30,345.728   277,950.763   MT  1.00002041   -0 10 11.9
 KV6996;SPC NY L     -    99,559.28    911,910.13   sFT  1.00002041   -0 10 11.9
 KV6996;UTM  18      - 4,476,818.488   562,770.026   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 16.5
 KV6996:SPC NY L     -  CHEESE 2                                 298 03 49.1
 KV6996:UTM  18      -  CHEESE 2                                 297 24 48.9
 KV6996
 KV6996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6277076818(NAD 83)
 KV6996
 KV6996|---------------------------------------------------------------------|
 KV6996| PID    Reference Object                     Distance      Geod. Az  |
 KV6996|                                                           dddmmss.s |
 KV6996| KV6997 CHEESE 2                            APPROX. 0.5 KM 2975337.2 |
 KV6996|---------------------------------------------------------------------|
 KV6996
 KV6996                          SUPERSEDED SURVEY CONTROL
 KV6996
 KV6996  NAD 83(2007)-  40 26 22.72675(N)    074 15 35.55342(W) AD(2002.00) 0
 KV6996  ELLIP H (02/10/07)  -21.083  (m)                       GP(2002.00)    
 KV6996  ELLIP H (10/23/02)  -21.081  (m)                       GP(       ) 4 1
 KV6996  NAD 83(1996)-  40 26 22.72692(N)    074 15 35.55365(W) AD(       ) 1
 KV6996  ELLIP H (05/14/99)  -21.080  (m)                       GP(       ) 4 1
 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)  -21.151  (m)                       GP(       ) 3 1
 KV6996
 KV6996.Superseded values are not recommended for survey control.
 KV6996
 KV6996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6996.See file dsdata.pdf to determine how the superseded data were derived.
 KV6996
 KV6996_MARKER: DD = SURVEY DISK
 KV6996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6996_STAMPING: CHEESE 1 1991
 KV6996_MARK LOGO: NJHA
 KV6996_PROJECTION: FLUSH
 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 - August 13, 2021
 KV6996
 KV6996  HISTORY     - Date     Condition        Report By
 KV6996  HISTORY     - 1991     MONUMENTED       NJHA
 KV6996  HISTORY     - 19930903 GOOD             NJGS
 KV6996  HISTORY     - 20210813 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.
 KV6996
 KV6996                          STATION RECOVERY (2021)
 KV6996
 KV6996'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV6996'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6997 ***********************************************************************
 KV6997  DESIGNATION -  CHEESE 2
 KV6997  PID         -  KV6997
 KV6997  STATE/COUNTY-  NJ/MIDDLESEX
 KV6997  COUNTRY     -  US
 KV6997  USGS QUAD   -  SOUTH AMBOY (2019)
 KV6997
 KV6997                         *CURRENT SURVEY CONTROL
 KV6997  ______________________________________________________________________
 KV6997* NAD 83(2011) POSITION- 40 26 30.58361(N) 074 15 54.98204(W)   ADJUSTED
 KV6997* NAD 83(2011) ELLIP HT-   -18.049 (meters)        (06/27/12)   ADJUSTED
 KV6997* NAD 83(2011) EPOCH   -  2010.00
 KV6997* NAVD 88 ORTHO HEIGHT -    14.4   (meters)       47.    (feet) GPS OBS
 KV6997  ______________________________________________________________________
 KV6997  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6997  GEOID HEIGHT    -        -32.720 (meters)                     GEOID93
 KV6997  GEOID HEIGHT    -        -32.439 (meters)                     GEOID18
 KV6997  NAD 83(2011) X  -  1,318,228.674 (meters)                     COMP
 KV6997  NAD 83(2011) Y  - -4,678,859.931 (meters)                     COMP
 KV6997  NAD 83(2011) Z  -  4,115,434.174 (meters)                     COMP
 KV6997  LAPLACE CORR    -          3.26  (seconds)                    DEFLEC18
 KV6997
 KV6997  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6997  Standards:
 KV6997         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6997            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6997  -------------------------------------------------------------------
 KV6997  NETWORK    0.34   0.55           0.15   0.13   0.28      0.08938466
 KV6997  -------------------------------------------------------------------
 KV6997  Click here for local accuracies and other accuracy information.
 KV6997
 KV6997.The horizontal coordinates were established by GPS observations
 KV6997.and adjusted by the National Geodetic Survey in June 2012.
 KV6997
 KV6997.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6997.been affixed to the stable North American tectonic plate. See 
 KV6997.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6997
 KV6997.The horizontal coordinates are valid at the epoch date displayed above
 KV6997.which is a decimal equivalence of Year/Month/Day.
 KV6997
 KV6997.The orthometric height was determined by GPS observations and a
 KV6997.high-resolution geoid model.
 KV6997
 KV6997.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6997.GEOID18 height accuracy estimate available here.
 KV6997
 KV6997.Click photographs - Photos may exist for this station.
 KV6997
 KV6997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6997
 KV6997.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6997
 KV6997.The ellipsoidal height was determined by GPS observations
 KV6997.and is referenced to NAD 83.
 KV6997
 KV6997. The following values were computed from the NAD 83(2011) position.
 KV6997
 KV6997;                    North         East     Units Scale Factor Converg.
 KV6997;SPC NJ       -   178,596.134   169,912.495   MT  0.99990488   +0 09 08.1
 KV6997;SPC NJ       -   585,944.15    557,454.58   sFT  0.99990488   +0 09 08.1
 KV6997;SPC NY L     -    30,589.464   277,493.589   MT  1.00002014   -0 10 24.6
 KV6997;SPC NY L     -   100,358.93    910,410.22   sFT  1.00002014   -0 10 24.6
 KV6997;UTM  18      - 4,477,056.932   562,310.287   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 16.5
 KV6997:SPC NY L     -  CHEESE 1                                 118 03 49.2
 KV6997:UTM  18      -  CHEESE 1                                 117 24 48.8
 KV6997
 KV6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6231077056(NAD 83)
 KV6997
 KV6997|---------------------------------------------------------------------|
 KV6997| PID    Reference Object                     Distance      Geod. Az  |
 KV6997|                                                           dddmmss.s |
 KV6997| KV6996 CHEESE 1                            APPROX. 0.5 KM 1175324.6 |
 KV6997|---------------------------------------------------------------------|
 KV6997
 KV6997                          SUPERSEDED SURVEY CONTROL
 KV6997
 KV6997  NAD 83(2007)-  40 26 30.58398(N)    074 15 54.98263(W) AD(2002.00) 0
 KV6997  ELLIP H (02/10/07)  -18.038  (m)                       GP(2002.00)    
 KV6997  ELLIP H (10/23/02)  -18.036  (m)                       GP(       ) 4 1
 KV6997  NAD 83(1996)-  40 26 30.58417(N)    074 15 54.98285(W) AD(       ) 1
 KV6997  ELLIP H (05/14/99)  -18.034  (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)  -18.106  (m)                       GP(       ) 3 1
 KV6997
 KV6997.Superseded values are not recommended for survey control.
 KV6997
 KV6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6997.See file dsdata.pdf to determine how the superseded data were derived.
 KV6997
 KV6997_MARKER: DD = SURVEY DISK
 KV6997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6997_STAMPING: CHEESE 2 1991
 KV6997_MARK LOGO: NJHA
 KV6997_PROJECTION: FLUSH
 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 13, 2021
 KV6997
 KV6997  HISTORY     - Date     Condition        Report By
 KV6997  HISTORY     - 1991     MONUMENTED       NJHA
 KV6997  HISTORY     - 19930828 GOOD             NJGS
 KV6997  HISTORY     - 20210813 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.
 KV6997
 KV6997                          STATION RECOVERY (2021)
 KV6997
 KV6997'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV6997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5336 ***********************************************************************
 KV5336  DESIGNATION -  CHEESEQUAKE CREEK BEACON
 KV5336  PID         -  KV5336
 KV5336  STATE/COUNTY-  NJ/MIDDLESEX
 KV5336  COUNTRY     -  US
 KV5336  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5336
 KV5336                         *CURRENT SURVEY CONTROL
 KV5336  ______________________________________________________________________
 KV5336* NAD 83(1996) POSITION- 40 27 54.77986(N) 074 15 23.32651(W)   ADJUSTED
 KV5336  ______________________________________________________________________
 KV5336  GEOID HEIGHT    -        -32.445 (meters)                     GEOID18
 KV5336  LAPLACE CORR    -          3.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5336.GEOID18 height accuracy estimate available here.
 KV5336
 KV5336.Click photographs - Photos may exist for this station.
 KV5336
 KV5336.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5336
 KV5336. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6303479659(NAD 83)
 KV5336
 KV5336                          SUPERSEDED SURVEY CONTROL
 KV5336
 KV5336  NAD 83(1996)-  40 27 54.77952(N)    074 15 23.32653(W) AD(       ) 3
 KV5336  NAD 83(1986)-  40 27 54.78068(N)    074 15 23.32380(W) AD(       ) 3
 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
 KV5336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5336.See file dsdata.pdf to determine how the superseded data were derived.
 KV5336
 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 = JULY 24, 2026 22:12:30 EDT
 KV5331 ***********************************************************************
 KV5331  DESIGNATION -  CHEESEQUAKE CREEK E TRANS TWR
 KV5331  PID         -  KV5331
 KV5331  STATE/COUNTY-  NJ/MIDDLESEX
 KV5331  COUNTRY     -  US
 KV5331  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5331
 KV5331                         *CURRENT SURVEY CONTROL
 KV5331  ______________________________________________________________________
 KV5331* NAD 83(1996) POSITION- 40 27 45.79949(N) 074 15 29.93867(W)   ADJUSTED
 KV5331  ______________________________________________________________________
 KV5331  GEOID HEIGHT    -        -32.446 (meters)                     GEOID18
 KV5331  LAPLACE CORR    -          3.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5331.GEOID18 height accuracy estimate available here.
 KV5331
 KV5331.Click photographs - Photos may exist for this station.
 KV5331
 KV5331.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5331
 KV5331. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6288079381(NAD 83)
 KV5331
 KV5331                          SUPERSEDED SURVEY CONTROL
 KV5331
 KV5331  NAD 83(1996)-  40 27 45.79914(N)    074 15 29.93872(W) AD(       ) 3
 KV5331  NAD 83(1986)-  40 27 45.80033(N)    074 15 29.93612(W) AD(       ) 3
 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
 KV5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5331.See file dsdata.pdf to determine how the superseded data were derived.
 KV5331
 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 = JULY 24, 2026 22:12:30 EDT
 KV5332 ***********************************************************************
 KV5332  DESIGNATION -  CHEESEQUAKE CREEK W TRANS TWR
 KV5332  PID         -  KV5332
 KV5332  STATE/COUNTY-  NJ/MIDDLESEX
 KV5332  COUNTRY     -  US
 KV5332  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5332
 KV5332                         *CURRENT SURVEY CONTROL
 KV5332  ______________________________________________________________________
 KV5332* NAD 83(1996) POSITION- 40 27 46.95614(N) 074 15 32.92983(W)   ADJUSTED
 KV5332  ______________________________________________________________________
 KV5332  GEOID HEIGHT    -        -32.447 (meters)                     GEOID18
 KV5332  LAPLACE CORR    -          3.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5332.GEOID18 height accuracy estimate available here.
 KV5332
 KV5332.Click photographs - Photos may exist for this station.
 KV5332
 KV5332.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5332
 KV5332. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6281079416(NAD 83)
 KV5332
 KV5332                          SUPERSEDED SURVEY CONTROL
 KV5332
 KV5332  NAD 83(1996)-  40 27 46.95580(N)    074 15 32.92989(W) AD(       ) 3
 KV5332  NAD 83(1986)-  40 27 46.95699(N)    074 15 32.92727(W) AD(       ) 3
 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
 KV5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5332.See file dsdata.pdf to determine how the superseded data were derived.
 KV5332
 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 = JULY 24, 2026 22:12:30 EDT
 KV5335 ***********************************************************************
 KV5335  DESIGNATION -  CHEESQUAKE CREEK LIGHT
 KV5335  PID         -  KV5335
 KV5335  STATE/COUNTY-  NJ/MIDDLESEX
 KV5335  COUNTRY     -  US
 KV5335  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5335
 KV5335                         *CURRENT SURVEY CONTROL
 KV5335  ______________________________________________________________________
 KV5335* NAD 83(1996) POSITION- 40 27 56.30266(N) 074 15 25.97842(W)   ADJUSTED
 KV5335* NAVD 88 ORTHO HEIGHT -     9.1   (meters)       30.    (feet) VERTCON3
 KV5335  ______________________________________________________________________
 KV5335  GEOID HEIGHT    -        -32.446 (meters)                     GEOID18
 KV5335  LAPLACE CORR    -          3.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5335.GEOID18 height accuracy estimate available here.
 KV5335
 KV5335.Click photographs - Photos may exist for this station.
 KV5335
 KV5335.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5335
 KV5335. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6297179705(NAD 83)
 KV5335
 KV5335                          SUPERSEDED SURVEY CONTROL
 KV5335
 KV5335  NAD 83(1996)-  40 27 56.30253(N)    074 15 25.97846(W) AD(       ) 3
 KV5335  NAD 83(1986)-  40 27 56.30176(N)    074 15 25.97771(W) AD(       ) 3
 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
 KV5335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5335.See file dsdata.pdf to determine how the superseded data were derived.
 KV5335
 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 = JULY 24, 2026 22:12:30 EDT
 DI3360 ***********************************************************************
 DI3360  DESIGNATION -  CHERRY
 DI3360  PID         -  DI3360
 DI3360  STATE/COUNTY-  NJ/CAMDEN
 DI3360  COUNTRY     -  US
 DI3360  USGS QUAD   -  CAMDEN (2019)
 DI3360
 DI3360                         *CURRENT SURVEY CONTROL
 DI3360  ______________________________________________________________________
 DI3360* NAD 83(1986) POSITION- 39 55 40.65   (N) 075 02 56.60   (W)   HD_HELD1
 DI3360* NAVD 88 ORTHO HEIGHT -     5.774 (meters)       18.94  (feet) ADJUSTED
 DI3360  ______________________________________________________________________
 DI3360  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 DI3360  DYNAMIC HEIGHT  -          5.771 (meters)       18.93  (feet) COMP
 DI3360  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 DI3360
 DI3360  VERT ORDER      -  FIRST     CLASS II
 DI3360
 DI3360.The horizontal coordinates were determined by differentially corrected
 DI3360.hand held GPS observations or other comparable positioning techniques
 DI3360.and have an estimated accuracy of +/- 3 meters.
 DI3360
 DI3360.The orthometric height was determined by differential leveling and
 DI3360.adjusted by the NATIONAL GEODETIC SURVEY
 DI3360.in June 2007.
 DI3360
 DI3360.No vertical observational check was made to the station.
 DI3360
 DI3360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3360.GEOID18 height accuracy estimate available here.
 DI3360
 DI3360.Click photographs - Photos may exist for this station.
 DI3360
 DI3360.The dynamic height is computed by dividing the NAVD 88
 DI3360.geopotential number by the normal gravity value computed on the
 DI3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3360.degrees latitude (g = 980.6199 gals.).
 DI3360
 DI3360.The modeled gravity was interpolated from observed gravity values.
 DI3360
 DI3360;                    North         East    Units  Estimated Accuracy
 DI3360;SPC NJ       -   121,660.5     103,069.4     MT  (+/- 3 meters HH1 GPS) 
 DI3360
 DI3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9580819762(NAD 83)
 DI3360
 DI3360                          SUPERSEDED SURVEY CONTROL
 DI3360
 DI3360.No superseded survey control is available for this station.
 DI3360
 DI3360_MARKER: DD = SURVEY DISK
 DI3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3360_STAMPING: CHERRY 2002
 DI3360_MARK LOGO: NJGS
 DI3360_PROJECTION: FLUSH
 DI3360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3360+STABILITY: SURFACE MOTION
 DI3360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3360+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2025
 DI3360
 DI3360  HISTORY     - Date     Condition        Report By
 DI3360  HISTORY     - 2002     MONUMENTED       NJGS
 DI3360  HISTORY     - 20030606 GOOD             NJGS
 DI3360  HISTORY     - 20080601 GOOD             UE
 DI3360  HISTORY     - 20120817 GOOD             INDIV
 DI3360  HISTORY     - 20240423 GOOD             AAAS
 DI3360  HISTORY     - 20250502 GOOD             AAAS
 DI3360
 DI3360                          STATION DESCRIPTION
 DI3360
 DI3360'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3360'THE STATION IS LOCATED IN CHERRY HILL TOWNSHIP, AT THE CHERRY HILL
 DI3360'EXECUTIVE CAMPUS  OFFICE COMPLEX.
 DI3360'
 DI3360'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 70 AND
 DI3360'INTERSTATE I-295 AT EXIT 34,  GO WEST ON ROUTE 70 FOR 3.9 MI (6.28 KM)
 DI3360'TO THE EXIT RAMP FOR CUTHBERT BOULEVARD NORTH  ON THE RIGHT, GO 0.1 MI
 DI3360'(0.16 KM) UP THE RAMP TO THE FIRST DRIVEWAY/ROAD ON THE RIGHT, TURN
 DI3360'RIGHT AND GO 0.1 MI (0.16 KM) TO TO THE JUNCTION WITH KING ROAD ON THE
 DI3360'RIGHT, TURN RIGHT  AND GO 0.25 MI (0.4 KM) TO THE STATION ON THE
 DI3360'RIGHT.  THE STATION IS AT THE NORTHWEST SIDE  OF THE ENTRANCE DRIVE TO
 DI3360'BUILDING NUMBER 501.
 DI3360'
 DI3360'THE STATION IS IN THE LAWN, 1.3 M (4.3 FT) SOUTHWEST OF THE SOUTHWEST
 DI3360'CURB OF KING AVENUE,  10.6 M (34.8 FT) NORTHWEST OF THE CENTERLINE OF
 DI3360'THE DRIVEWAY TO BUILDING 501, 12.1 M (39.7 FT)  WEST OF A SQUARE
 DI3360'WOODEN LIGHT POLE NUMBER 11161, 21.8 M (71.5 FT) SOUTH OF THE SOUTH
 DI3360'END  OF A METAL GUIDE RAIL ON THE SOUTHEAST SIDE OF KING AVENUE.
 DI3360
 DI3360                          STATION RECOVERY (2008)
 DI3360
 DI3360'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3360'RECOVERED IN GOOD CONDITION.
 DI3360
 DI3360                          STATION RECOVERY (2012)
 DI3360
 DI3360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DJM)
 DI3360'RECOVERED AS DESCRIBED
 DI3360
 DI3360                          STATION RECOVERY (2024)
 DI3360
 DI3360'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DI3360'RECOVERED IN GOOD CONDITION.
 DI3360
 DI3360                          STATION RECOVERY (2025)
 DI3360
 DI3360'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DI3360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4147 ***********************************************************************
 KV4147  DESIGNATION -  CHILD
 KV4147  PID         -  KV4147
 KV4147  STATE/COUNTY-  NJ/HUDSON
 KV4147  COUNTRY     -  US
 KV4147  USGS QUAD   -  ORANGE (2016)
 KV4147
 KV4147                         *CURRENT SURVEY CONTROL
 KV4147  ______________________________________________________________________
 KV4147* NAD 83(1996) POSITION- 40 46 24.27288(N) 074 09 09.87283(W)   ADJUSTED
 KV4147* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4147  ______________________________________________________________________
 KV4147  GEOID HEIGHT    -        -32.255 (meters)                     GEOID18
 KV4147  LAPLACE CORR    -          5.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4147.GEOID18 height accuracy estimate available here.
 KV4147
 KV4147.Click photographs - Photos may exist for this station.
 KV4147
 KV4147.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4147
 KV4147. The following values were computed from the NAD 83(1996) position.
 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  =   0.99966756
 KV4147
 KV4147:                Primary Azimuth Mark                     Grid Az
 KV4147:SPC NJ       -  FILL                                     204 01 54.2
 KV4147:SPC NY L     -  FILL                                     204 21 30.3
 KV4147:UTM  18      -  FILL                                     203 42 18.6
 KV4147
 KV4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7149913949(NAD 83)
 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  USSD        -  40 46 24.27000(N)    074 09 11.24300(W) AD(       ) 3
 KV4147
 KV4147.Superseded values are not recommended for survey control.
 KV4147
 KV4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4147.See file dsdata.pdf to determine how the superseded data were derived.
 KV4147
 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 = JULY 24, 2026 22:12:30 EDT
 KV5271 ***********************************************************************
 KV5271  DESIGNATION -  CHILD
 KV5271  PID         -  KV5271
 KV5271  STATE/COUNTY-  NJ/OCEAN
 KV5271  COUNTRY     -  US
 KV5271  USGS QUAD   -  POINT PLEASANT (2019)
 KV5271
 KV5271                         *CURRENT SURVEY CONTROL
 KV5271  ______________________________________________________________________
 KV5271* NAD 83(2011) POSITION- 40 03 00.05778(N) 074 05 49.55730(W)   ADJUSTED
 KV5271* NAD 83(2011) ELLIP HT-   -27.858 (meters)        (06/27/12)   ADJUSTED
 KV5271* NAD 83(2011) EPOCH   -  2010.00
 KV5271* NAVD 88 ORTHO HEIGHT -     5.2   (meters)       17.    (feet) GPS OBS
 KV5271  ______________________________________________________________________
 KV5271  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5271  GEOID HEIGHT    -        -33.280 (meters)                     GEOID93
 KV5271  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 KV5271  NAD 83(2011) X  -  1,339,656.089 (meters)                     COMP
 KV5271  NAD 83(2011) Y  - -4,701,995.731 (meters)                     COMP
 KV5271  NAD 83(2011) Z  -  4,082,220.345 (meters)                     COMP
 KV5271  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 KV5271
 KV5271  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5271  Standards:
 KV5271         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5271            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5271  -------------------------------------------------------------------
 KV5271  NETWORK    1.62   2.20           0.72   0.57   1.12      0.28240266
 KV5271  -------------------------------------------------------------------
 KV5271  Click here for local accuracies and other accuracy information.
 KV5271
 KV5271.The horizontal coordinates were established by GPS observations
 KV5271.and adjusted by the National Geodetic Survey in June 2012.
 KV5271
 KV5271.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5271.been affixed to the stable North American tectonic plate. See 
 KV5271.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5271
 KV5271.The horizontal coordinates are valid at the epoch date displayed above
 KV5271.which is a decimal equivalence of Year/Month/Day.
 KV5271
 KV5271.The orthometric height was determined by GPS observations and a
 KV5271.high-resolution geoid model.
 KV5271
 KV5271.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5271.GEOID18 height accuracy estimate available here.
 KV5271
 KV5271.Click photographs - Photos may exist for this station.
 KV5271
 KV5271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5271
 KV5271.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5271
 KV5271.The ellipsoidal height was determined by GPS observations
 KV5271.and is referenced to NAD 83.
 KV5271
 KV5271. The following values were computed from the NAD 83(2011) position.
 KV5271
 KV5271;                    North         East     Units Scale Factor Converg.
 KV5271;SPC NJ       -   135,145.164   184,376.745   MT  0.99991454   +0 15 33.3
 KV5271;SPC NJ       -   443,388.76    604,909.37   sFT  0.99991454   +0 15 33.3
 KV5271;UTM  18      - 4,433,699.020   577,015.631   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:                Primary Azimuth Mark                     Grid Az
 KV5271:SPC NJ       -  CHRISTOPHER 2                            283 50 39.6
 KV5271:UTM  18      -  CHRISTOPHER 2                            283 31 21.3
 KV5271
 KV5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7701533699(NAD 83)
 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  NAD 83(2007)-  40 03 00.05825(N)    074 05 49.55777(W) AD(2002.00) 0
 KV5271  ELLIP H (02/10/07)  -27.853  (m)                       GP(2002.00)    
 KV5271  ELLIP H (10/23/02)  -27.838  (m)                       GP(       ) 4 1
 KV5271  NAD 83(1996)-  40 03 00.05791(N)    074 05 49.55744(W) AD(       ) 1
 KV5271  ELLIP H (05/14/99)  -27.858  (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
 KV5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5271.See file dsdata.pdf to determine how the superseded data were derived.
 KV5271
 KV5271_MARKER: DS = TRIANGULATION STATION DISK
 KV5271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5271_STAMPING: CHILD 1934
 KV5271_MARK LOGO: CGS
 KV5271_PROJECTION: FLUSH
 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 - October 15, 2020
 KV5271
 KV5271  HISTORY     - Date     Condition        Report By
 KV5271  HISTORY     - 1934     MONUMENTED       CGS
 KV5271  HISTORY     - 1946     GOOD             LOCSUR
 KV5271  HISTORY     - 1951     GOOD             CGS
 KV5271  HISTORY     - 1962     GOOD             CGS
 KV5271  HISTORY     - 19910311 GOOD             NJGS
 KV5271  HISTORY     - 20201015 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 (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 (2020)
 KV5271
 KV5271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV5271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4182 ***********************************************************************
 KV4182  DESIGNATION -  CHIMNEY NEAR CIDER
 KV4182  PID         -  KV4182
 KV4182  STATE/COUNTY-  NJ/ESSEX
 KV4182  COUNTRY     -  US
 KV4182  USGS QUAD   -  ORANGE (2016)
 KV4182
 KV4182                         *CURRENT SURVEY CONTROL
 KV4182  ______________________________________________________________________
 KV4182* NAD 83(1996) POSITION- 40 48 27.77420(N) 074 08 37.09439(W)   ADJUSTED
 KV4182  ______________________________________________________________________
 KV4182  GEOID HEIGHT    -        -32.218 (meters)                     GEOID18
 KV4182  LAPLACE CORR    -          5.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4182.GEOID18 height accuracy estimate available here.
 KV4182
 KV4182.Click photographs - Photos may exist for this station.
 KV4182
 KV4182.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4182
 KV4182. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7223017764(NAD 83)
 KV4182
 KV4182                          SUPERSEDED SURVEY CONTROL
 KV4182
 KV4182  NAD 83(1996)-  40 48 27.77396(N)    074 08 37.09467(W) AD(       ) 3
 KV4182  NAD 83(1986)-  40 48 27.77071(N)    074 08 37.10186(W) AD(       ) 3
 KV4182  NAD 27      -  40 48 27.41100(N)    074 08 38.57100(W) AD(       ) 3
 KV4182  USSD        -  40 48 27.80000(N)    074 08 38.46000(W) AD(       ) 3
 KV4182
 KV4182.Superseded values are not recommended for survey control.
 KV4182
 KV4182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4182.See file dsdata.pdf to determine how the superseded data were derived.
 KV4182
 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 = JULY 24, 2026 22:12:30 EDT
 JU0407 ***********************************************************************
 JU0407  DESIGNATION -  CHIS CROSS
 JU0407  PID         -  JU0407
 JU0407  STATE/COUNTY-  NJ/CAPE MAY
 JU0407  COUNTRY     -  US
 JU0407  USGS QUAD   -  SEA ISLE CITY (2019)
 JU0407
 JU0407                         *CURRENT SURVEY CONTROL
 JU0407  ______________________________________________________________________
 JU0407* NAD 83(1986) POSITION- 39 09 25.     (N) 074 42 00.     (W)   SCALED
 JU0407* NAVD 88 ORTHO HEIGHT -     1.798 (meters)        5.90  (feet) POSTED
 JU0407  ______________________________________________________________________
 JU0407  GEOID HEIGHT    -        -35.008 (meters)                     GEOID18
 JU0407  DYNAMIC HEIGHT  -          1.80  (meters)        5.9   (feet) COMP
 JU0407  MODELED GRAVITY -    980,075.7   (mgal)                       NAVD 88
 JU0407
 JU0407  VERT ORDER      -  * POSTED, SEE BELOW
 JU0407
 JU0407.The horizontal coordinates were scaled from a 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
 JU0407.* This is a POSTED BENCH MARK height.
 JU0407
 JU0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0407.GEOID18 height accuracy estimate available here.
 JU0407
 JU0407.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ259342(NAD 83)
 JU0407
 JU0407                          SUPERSEDED SURVEY CONTROL
 JU0407
 JU0407  NGVD 29 (04/16/92)    2.154  (m)            7.07   (f) ADJUSTED    1 2
 JU0407  NGVD 29 (??/??/87)    2.196  (m)            7.20   (f) SUPERSEDED  1 2
 JU0407
 JU0407.Superseded values are not recommended for survey control.
 JU0407
 JU0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0407.See file dsdata.pdf to determine how the superseded data were derived.
 JU0407
 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       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV1091 ***********************************************************************
 KV1091  DESIGNATION -  CHISELED CROSS
 KV1091  PID         -  KV1091
 KV1091  STATE/COUNTY-  NJ/MERCER
 KV1091  COUNTRY     -  US
 KV1091  USGS QUAD   -  PENNINGTON (2019)
 KV1091
 KV1091                         *CURRENT SURVEY CONTROL
 KV1091  ______________________________________________________________________
 KV1091* NAD 83(1986) POSITION- 40 15 27.     (N) 074 50 21.     (W)   SCALED
 KV1091* NAVD 88 ORTHO HEIGHT -    17.46  (+/-2cm)       57.3   (feet) VERTCON3
 KV1091  ______________________________________________________________________
 KV1091  GEOID HEIGHT    -        -33.458 (meters)                     GEOID18
 KV1091  VERT ORDER      -  ? (See Below)
 KV1091
 KV1091.The horizontal coordinates were scaled from a 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
 KV1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1091.GEOID18 height accuracy estimate available here.
 KV1091
 KV1091.The vertical order pertains to the NGVD 29 superseded value.
 KV1091
 KV1091.Click photographs - Photos may exist for this station.
 KV1091
 KV1091;                    North         East    Units  Estimated Accuracy
 KV1091;SPC NJ       -   158,160.      121,150.      MT  (+/- 180 meters Scaled)
 KV1091
 KV1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK136563(NAD 83)
 KV1091
 KV1091                          SUPERSEDED SURVEY CONTROL
 KV1091
 KV1091  NGVD 29 (11/26/84)   17.762  (m)           58.27   (f) ADJUSTED       
 KV1091
 KV1091.Superseded values are not recommended for survey control.
 KV1091
 KV1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1091.See file dsdata.pdf to determine how the superseded data were derived.
 KV1091
 KV1091_MARKER: X = CHISELED CROSS
 KV1091_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 LY0347 ***********************************************************************
 LY0347  DESIGNATION -  CHISELED CROSS
 LY0347  PID         -  LY0347
 LY0347  STATE/COUNTY-  NJ/BERGEN
 LY0347  COUNTRY     -  US
 LY0347  USGS QUAD   -  RAMSEY (2019)
 LY0347
 LY0347                         *CURRENT SURVEY CONTROL
 LY0347  ______________________________________________________________________
 LY0347* NAD 83(1986) POSITION- 41 06 26.     (N) 074 09 00.     (W)   SCALED
 LY0347* NAVD 88 ORTHO HEIGHT -    86.143 (meters)      282.62  (feet) ADJUSTED
 LY0347  ______________________________________________________________________
 LY0347  GEOID HEIGHT    -        -31.927 (meters)                     GEOID18
 LY0347  DYNAMIC HEIGHT  -         86.108 (meters)      282.51  (feet) COMP
 LY0347  MODELED GRAVITY -    980,215.7   (mgal)                       NAVD 88
 LY0347
 LY0347  VERT ORDER      -  SECOND    CLASS 0
 LY0347
 LY0347.The horizontal coordinates were scaled from a map and have
 LY0347.an estimated accuracy of +/- 6 seconds.
 LY0347
 LY0347.The orthometric height was determined by differential leveling and
 LY0347.adjusted by the NATIONAL GEODETIC SURVEY
 LY0347.in June 1991.
 LY0347
 LY0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0347.GEOID18 height accuracy estimate available here.
 LY0347
 LY0347.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL713510(NAD 83)
 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
 LY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0347.See file dsdata.pdf to determine how the superseded data were derived.
 LY0347
 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       NONE
 LY0347  HISTORY     - 1933     GOOD             CGS
 LY0347  HISTORY     - 1989     GOOD             USPSQD
 LY0347
 LY0347                          STATION DESCRIPTION
 LY0347
 LY0347'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0665 ***********************************************************************
 KV0665  DESIGNATION -  CHISELED CROSS 1
 KV0665  PID         -  KV0665
 KV0665  STATE/COUNTY-  NJ/MORRIS
 KV0665  COUNTRY     -  US
 KV0665  USGS QUAD   -  CHATHAM (2019)
 KV0665
 KV0665                         *CURRENT SURVEY CONTROL
 KV0665  ______________________________________________________________________
 KV0665* NAD 83(1986) POSITION- 40 43 52.     (N) 074 22 58.     (W)   SCALED
 KV0665* NAVD 88 ORTHO HEIGHT -    74.26  (+/-2cm)      243.6   (feet) VERTCON3
 KV0665  ______________________________________________________________________
 KV0665  GEOID HEIGHT    -        -32.798 (meters)                     GEOID18
 KV0665  VERT ORDER      -  ? (See Below)
 KV0665
 KV0665.The horizontal coordinates were scaled from a 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
 KV0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0665.GEOID18 height accuracy estimate available here.
 KV0665
 KV0665.The vertical order pertains to the NGVD 29 superseded value.
 KV0665
 KV0665.Click photographs - Photos may exist for this station.
 KV0665
 KV0665;                    North         East    Units  Estimated Accuracy
 KV0665;SPC NJ       -   210,700.      159,900.      MT  (+/- 180 meters Scaled)
 KV0665
 KV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL521090(NAD 83)
 KV0665
 KV0665                          SUPERSEDED SURVEY CONTROL
 KV0665
 KV0665  NGVD 29 (11/26/84)   74.560  (m)          244.62   (f) ADJUSTED       
 KV0665
 KV0665.Superseded values are not recommended for survey control.
 KV0665
 KV0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0665.See file dsdata.pdf to determine how the superseded data were derived.
 KV0665
 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 = JULY 24, 2026 22:12:30 EDT
 KV0680 ***********************************************************************
 KV0680  DESIGNATION -  CHISELED CROSS 2
 KV0680  PID         -  KV0680
 KV0680  STATE/COUNTY-  NJ/ESSEX
 KV0680  COUNTRY     -  US
 KV0680  USGS QUAD   -  ORANGE (2016)
 KV0680
 KV0680                         *CURRENT SURVEY CONTROL
 KV0680  ______________________________________________________________________
 KV0680* NAD 83(1986) POSITION- 40 45 58.     (N) 074 14 40.     (W)   SCALED
 KV0680* NAVD 88 ORTHO HEIGHT -    59.952 (meters)      196.69  (feet) ADJUSTED
 KV0680  ______________________________________________________________________
 KV0680  GEOID HEIGHT    -        -32.481 (meters)                     GEOID18
 KV0680  DYNAMIC HEIGHT  -         59.927 (meters)      196.61  (feet) COMP
 KV0680  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 KV0680
 KV0680  VERT ORDER      -  SECOND    CLASS 0
 KV0680
 KV0680.The horizontal coordinates were scaled from a map and have
 KV0680.an estimated accuracy of +/- 6 seconds.
 KV0680
 KV0680.The orthometric height was determined by differential leveling and
 KV0680.adjusted by the NATIONAL GEODETIC SURVEY
 KV0680.in June 1991.
 KV0680
 KV0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0680.GEOID18 height accuracy estimate available here.
 KV0680
 KV0680.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL637130(NAD 83)
 KV0680
 KV0680                          SUPERSEDED SURVEY CONTROL
 KV0680
 KV0680  NGVD 29 (11/26/84)   60.264  (m)          197.72   (f) ADJUSTED    2 0
 KV0680
 KV0680.Superseded values are not recommended for survey control.
 KV0680
 KV0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0680.See file dsdata.pdf to determine how the superseded data were derived.
 KV0680
 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 = JULY 24, 2026 22:12:30 EDT
 KV1396 ***********************************************************************
 KV1396  DESIGNATION -  CHISELED SQUARE
 KV1396  PID         -  KV1396
 KV1396  STATE/COUNTY-  NJ/SOMERSET
 KV1396  COUNTRY     -  US
 KV1396  USGS QUAD   -  RARITAN (2019)
 KV1396
 KV1396                         *CURRENT SURVEY CONTROL
 KV1396  ______________________________________________________________________
 KV1396* NAD 83(1986) POSITION- 40 31 05.     (N) 074 41 02.     (W)   SCALED
 KV1396* NAVD 88 ORTHO HEIGHT -    38.484 (meters)      126.26  (feet) ADJUSTED
 KV1396  ______________________________________________________________________
 KV1396  GEOID HEIGHT    -        -33.499 (meters)                     GEOID18
 KV1396  DYNAMIC HEIGHT  -         38.467 (meters)      126.20  (feet) COMP
 KV1396  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 KV1396
 KV1396  VERT ORDER      -  SECOND    CLASS 0
 KV1396
 KV1396.The horizontal coordinates were scaled from a map and have
 KV1396.an estimated accuracy of +/- 6 seconds.
 KV1396
 KV1396.The orthometric height was determined by differential leveling and
 KV1396.adjusted by the NATIONAL GEODETIC SURVEY
 KV1396.in June 1991.
 KV1396
 KV1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1396.GEOID18 height accuracy estimate available here.
 KV1396
 KV1396.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK267853(NAD 83)
 KV1396
 KV1396                          SUPERSEDED SURVEY CONTROL
 KV1396
 KV1396  NGVD 29 (11/26/84)   38.744  (m)          127.11   (f) ADJUSTED    2 0
 KV1396
 KV1396.Superseded values are not recommended for survey control.
 KV1396
 KV1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1396.See file dsdata.pdf to determine how the superseded data were derived.
 KV1396
 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     - 1935     MONUMENTED       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 = JULY 24, 2026 22:12:30 EDT
 KV0630 ***********************************************************************
 KV0630  DESIGNATION -  CHISELED SQUARE
 KV0630  PID         -  KV0630
 KV0630  STATE/COUNTY-  NJ/MORRIS
 KV0630  COUNTRY     -  US
 KV0630  USGS QUAD   -  BOONTON (2019)
 KV0630
 KV0630                         *CURRENT SURVEY CONTROL
 KV0630  ______________________________________________________________________
 KV0630* NAD 83(1986) POSITION- 40 53 02.     (N) 074 28 51.     (W)   SCALED
 KV0630* NAVD 88 ORTHO HEIGHT -   160.442 (meters)      526.38  (feet) ADJUSTED
 KV0630  ______________________________________________________________________
 KV0630  GEOID HEIGHT    -        -32.665 (meters)                     GEOID18
 KV0630  DYNAMIC HEIGHT  -        160.372 (meters)      526.15  (feet) COMP
 KV0630  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 KV0630
 KV0630  VERT ORDER      -  SECOND    CLASS 0
 KV0630
 KV0630.The horizontal coordinates were scaled from a map and have
 KV0630.an estimated accuracy of +/- 6 seconds.
 KV0630
 KV0630.The orthometric height was determined by differential leveling and
 KV0630.adjusted by the NATIONAL GEODETIC SURVEY
 KV0630.in June 1991.
 KV0630
 KV0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0630.GEOID18 height accuracy estimate available here.
 KV0630
 KV0630.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL437259(NAD 83)
 KV0630
 KV0630                          SUPERSEDED SURVEY CONTROL
 KV0630
 KV0630  NGVD 29 (11/26/84)  160.694  (m)          527.21   (f) ADJUSTED    2 0
 KV0630
 KV0630.Superseded values are not recommended for survey control.
 KV0630
 KV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0630.See file dsdata.pdf to determine how the superseded data were derived.
 KV0630
 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 = JULY 24, 2026 22:12:30 EDT
 KV1701 ***********************************************************************
 KV1701  DESIGNATION -  CHISELED SQUARE
 KV1701  PID         -  KV1701
 KV1701  STATE/COUNTY-  NJ/HUNTERDON
 KV1701  COUNTRY     -  US
 KV1701  USGS QUAD   -  RIEGELSVILLE (2019)
 KV1701
 KV1701                         *CURRENT SURVEY CONTROL
 KV1701  ______________________________________________________________________
 KV1701* NAD 83(1986) POSITION- 40 34 02.     (N) 075 09 45.     (W)   SCALED
 KV1701* NAVD 88 ORTHO HEIGHT -    45.807 (meters)      150.29  (feet) ADJUSTED
 KV1701  ______________________________________________________________________
 KV1701  GEOID HEIGHT    -        -34.187 (meters)                     GEOID18
 KV1701  DYNAMIC HEIGHT  -         45.785 (meters)      150.21  (feet) COMP
 KV1701  MODELED GRAVITY -    980,148.3   (mgal)                       NAVD 88
 KV1701
 KV1701  VERT ORDER      -  FIRST     CLASS I
 KV1701
 KV1701.The horizontal coordinates were scaled from a map and have
 KV1701.an estimated accuracy of +/- 6 seconds.
 KV1701
 KV1701.The orthometric height was determined by differential leveling and
 KV1701.adjusted by the NATIONAL GEODETIC SURVEY
 KV1701.in June 1991.
 KV1701
 KV1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1701.GEOID18 height accuracy estimate available here.
 KV1701
 KV1701.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK862907(NAD 83)
 KV1701
 KV1701                          SUPERSEDED SURVEY CONTROL
 KV1701
 KV1701  NGVD 29 (01/10/92)   46.058  (m)          151.11   (f) ADJUSTED    1 1
 KV1701  NGVD 29 (??/??/87)   46.102  (m)          151.25   (f) SUPERSEDED  1 1
 KV1701
 KV1701.Superseded values are not recommended for survey control.
 KV1701
 KV1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1701.See file dsdata.pdf to determine how the superseded data were derived.
 KV1701
 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 = JULY 24, 2026 22:12:30 EDT
 KV1118 ***********************************************************************
 KV1118  DESIGNATION -  CHISELED SQUARE
 KV1118  PID         -  KV1118
 KV1118  STATE/COUNTY-  NJ/HUNTERDON
 KV1118  COUNTRY     -  US
 KV1118  USGS QUAD   -  STOCKTON (2019)
 KV1118
 KV1118                         *CURRENT SURVEY CONTROL
 KV1118  ______________________________________________________________________
 KV1118* NAD 83(1986) POSITION- 40 24 20.     (N) 074 58 42.     (W)   SCALED
 KV1118* NAVD 88 ORTHO HEIGHT -    23.946 (meters)       78.56  (feet) ADJUSTED
 KV1118  ______________________________________________________________________
 KV1118  GEOID HEIGHT    -        -34.005 (meters)                     GEOID18
 KV1118  DYNAMIC HEIGHT  -         23.934 (meters)       78.52  (feet) COMP
 KV1118  MODELED GRAVITY -    980,148.4   (mgal)                       NAVD 88
 KV1118
 KV1118  VERT ORDER      -  SECOND    CLASS 0
 KV1118
 KV1118.The horizontal coordinates were scaled from a map and have
 KV1118.an estimated accuracy of +/- 6 seconds.
 KV1118
 KV1118.The orthometric height was determined by differential leveling and
 KV1118.adjusted by the NATIONAL GEODETIC SURVEY
 KV1118.in June 1991.
 KV1118
 KV1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1118.GEOID18 height accuracy estimate available here.
 KV1118
 KV1118.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK018727(NAD 83)
 KV1118
 KV1118                          SUPERSEDED SURVEY CONTROL
 KV1118
 KV1118  NGVD 29 (11/26/84)   24.218  (m)           79.46   (f) ADJUSTED    2 0
 KV1118
 KV1118.Superseded values are not recommended for survey control.
 KV1118
 KV1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1118.See file dsdata.pdf to determine how the superseded data were derived.
 KV1118
 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 = JULY 24, 2026 22:12:30 EDT
 JU0648 ***********************************************************************
 JU0648  DESIGNATION -  CHISELED SQUARE
 JU0648  PID         -  JU0648
 JU0648  STATE/COUNTY-  NJ/SALEM
 JU0648  COUNTRY     -  US
 JU0648  USGS QUAD   -  SALEM (2019)
 JU0648
 JU0648                         *CURRENT SURVEY CONTROL
 JU0648  ______________________________________________________________________
 JU0648* NAD 83(1986) POSITION- 39 32 54.     (N) 075 24 52.     (W)   SCALED
 JU0648* NAVD 88 ORTHO HEIGHT -     0.854 (meters)        2.80  (feet) POSTED
 JU0648  ______________________________________________________________________
 JU0648  GEOID HEIGHT    -        -33.611 (meters)                     GEOID18
 JU0648  DYNAMIC HEIGHT  -          0.85  (meters)        2.8   (feet) COMP
 JU0648  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 JU0648
 JU0648  VERT ORDER      -  * POSTED, SEE BELOW
 JU0648
 JU0648.The horizontal coordinates were scaled from a 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
 JU0648.* This is a POSTED BENCH MARK height.
 JU0648
 JU0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0648.GEOID18 height accuracy estimate available here.
 JU0648
 JU0648.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ643777(NAD 83)
 JU0648
 JU0648                          SUPERSEDED SURVEY CONTROL
 JU0648
 JU0648  NGVD 29 (11/26/84)    1.197  (m)            3.93   (f) ADJUSTED    1 2
 JU0648
 JU0648.Superseded values are not recommended for survey control.
 JU0648
 JU0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0648.See file dsdata.pdf to determine how the superseded data were derived.
 JU0648
 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       NONE
 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 = JULY 24, 2026 22:12:30 EDT
 KV1226 ***********************************************************************
 KV1226  DESIGNATION -  CHISELED SQUARE 1
 KV1226  PID         -  KV1226
 KV1226  STATE/COUNTY-  NJ/MORRIS
 KV1226  COUNTRY     -  US
 KV1226  USGS QUAD   -  DOVER (2016)
 KV1226
 KV1226                         *CURRENT SURVEY CONTROL
 KV1226  ______________________________________________________________________
 KV1226* NAD 83(1986) POSITION- 40 53 48.     (N) 074 34 09.     (W)   SCALED
 KV1226* NAVD 88 ORTHO HEIGHT -   186.860 (meters)      613.06  (feet) ADJUSTED
 KV1226  ______________________________________________________________________
 KV1226  GEOID HEIGHT    -        -32.727 (meters)                     GEOID18
 KV1226  DYNAMIC HEIGHT  -        186.776 (meters)      612.78  (feet) COMP
 KV1226  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 KV1226
 KV1226  VERT ORDER      -  SECOND    CLASS 0
 KV1226
 KV1226.The horizontal coordinates were scaled from a map and have
 KV1226.an estimated accuracy of +/- 6 seconds.
 KV1226
 KV1226.The orthometric height was determined by differential leveling and
 KV1226.adjusted by the NATIONAL GEODETIC SURVEY
 KV1226.in June 1991.
 KV1226
 KV1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1226.GEOID18 height accuracy estimate available here.
 KV1226
 KV1226.Click photographs - Photos may exist for this station.
 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.      144,170.      MT  (+/- 180 meters Scaled)
 KV1226
 KV1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL362273(NAD 83)
 KV1226
 KV1226                          SUPERSEDED SURVEY CONTROL
 KV1226
 KV1226  NGVD 29 (11/26/84)  187.095  (m)          613.83   (f) ADJUSTED    2 0
 KV1226
 KV1226.Superseded values are not recommended for survey control.
 KV1226
 KV1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1226.See file dsdata.pdf to determine how the superseded data were derived.
 KV1226
 KV1226_MARKER: X = CHISELED CROSS
 KV1226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1226_SP_SET: BRIDGE
 KV1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1226+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2019
 KV1226
 KV1226  HISTORY     - Date     Condition        Report By
 KV1226  HISTORY     - 1935     MONUMENTED       CGS
 KV1226  HISTORY     - 1935     GOOD             CGS
 KV1226  HISTORY     - 20191026 GOOD             INDIV
 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.
 KV1226
 KV1226                          STATION RECOVERY (2019)
 KV1226
 KV1226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (DF)
 KV1226'THE MARK IS NOT ON THE FORMER DELAWARE, LACKAWANNA AND WESTERN
 KV1226'RAILROAD.  IT IS ALONG THE FORMER CENTRAL RAILROAD OF NEW JERSEY DOVER
 KV1226'AND ROCKAWAY BRANCH BRIDGE OVER THE ROCKAWAY RIVER.  THE CNJ BRIDGE IS
 KV1226'150 FT (45.7 M) NORTH OF THE DL AND W BRIDGE.  SPECIFICALLY IT IS ON
 KV1226'THE SOUTHWEST SIDE OF THE NORTHWEST ABUTMENT ABOUT 6 FT (1.8 M) BLOW
 KV1226'THE TRACK.  IT IS A CHISELED CROSS, NOT A SQUARE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1228 ***********************************************************************
 KV1228  DESIGNATION -  CHISELED SQUARE 2
 KV1228  PID         -  KV1228
 KV1228  STATE/COUNTY-  NJ/MORRIS
 KV1228  COUNTRY     -  US
 KV1228  USGS QUAD   -  DOVER (2016)
 KV1228
 KV1228                         *CURRENT SURVEY CONTROL
 KV1228  ______________________________________________________________________
 KV1228* NAD 83(1986) POSITION- 40 53 00.     (N) 074 33 24.     (W)   SCALED
 KV1228* NAVD 88 ORTHO HEIGHT -   174.177 (meters)      571.45  (feet) ADJUSTED
 KV1228  ______________________________________________________________________
 KV1228  GEOID HEIGHT    -        -32.733 (meters)                     GEOID18
 KV1228  DYNAMIC HEIGHT  -        174.099 (meters)      571.19  (feet) COMP
 KV1228  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 KV1228
 KV1228  VERT ORDER      -  SECOND    CLASS 0
 KV1228
 KV1228.The horizontal coordinates were scaled from a map and have
 KV1228.an estimated accuracy of +/- 6 seconds.
 KV1228
 KV1228.The orthometric height was determined by differential leveling and
 KV1228.adjusted by the NATIONAL GEODETIC SURVEY
 KV1228.in June 1991.
 KV1228
 KV1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1228.GEOID18 height accuracy estimate available here.
 KV1228
 KV1228.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL373259(NAD 83)
 KV1228
 KV1228                          SUPERSEDED SURVEY CONTROL
 KV1228
 KV1228  NGVD 29 (11/26/84)  174.418  (m)          572.24   (f) ADJUSTED    2 0
 KV1228
 KV1228.Superseded values are not recommended for survey control.
 KV1228
 KV1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1228.See file dsdata.pdf to determine how the superseded data were derived.
 KV1228
 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     - 1935     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 = JULY 24, 2026 22:12:30 EDT
 KV0687 ***********************************************************************
 KV0687  DESIGNATION -  CHISELED SQUARE A
 KV0687  PID         -  KV0687
 KV0687  STATE/COUNTY-  NJ/ESSEX
 KV0687  COUNTRY     -  US
 KV0687  USGS QUAD   -  ELIZABETH (2016)
 KV0687
 KV0687                         *CURRENT SURVEY CONTROL
 KV0687  ______________________________________________________________________
 KV0687* NAD 83(1986) POSITION- 40 44 54.     (N) 074 10 27.     (W)   SCALED
 KV0687* NAVD 88 ORTHO HEIGHT -    19.043 (meters)       62.48  (feet) ADJUSTED
 KV0687  ______________________________________________________________________
 KV0687  GEOID HEIGHT    -        -32.320 (meters)                     GEOID18
 KV0687  DYNAMIC HEIGHT  -         19.035 (meters)       62.45  (feet) COMP
 KV0687  MODELED GRAVITY -    980,219.1   (mgal)                       NAVD 88
 KV0687
 KV0687  VERT ORDER      -  SECOND    CLASS 0
 KV0687
 KV0687.The horizontal coordinates were scaled from a map and have
 KV0687.an estimated accuracy of +/- 6 seconds.
 KV0687
 KV0687.The orthometric height was determined by differential leveling and
 KV0687.adjusted by the NATIONAL GEODETIC SURVEY
 KV0687.in June 1991.
 KV0687
 KV0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0687.GEOID18 height accuracy estimate available here.
 KV0687
 KV0687.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL697111(NAD 83)
 KV0687
 KV0687                          SUPERSEDED SURVEY CONTROL
 KV0687
 KV0687  NGVD 29 (11/26/84)   19.374  (m)           63.56   (f) ADJUSTED    2 0
 KV0687
 KV0687.Superseded values are not recommended for survey control.
 KV0687
 KV0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0687.See file dsdata.pdf to determine how the superseded data were derived.
 KV0687
 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 = JULY 24, 2026 22:12:30 EDT
 KV5291 ***********************************************************************
 KV5291  DESIGNATION -  CHRISTOPHER 2
 KV5291  PID         -  KV5291
 KV5291  STATE/COUNTY-  NJ/OCEAN
 KV5291  COUNTRY     -  US
 KV5291  USGS QUAD   -  LAKEWOOD (2016)
 KV5291
 KV5291                         *CURRENT SURVEY CONTROL
 KV5291  ______________________________________________________________________
 KV5291* NAD 83(2011) POSITION- 40 04 11.21078(N) 074 11 59.01550(W)   ADJUSTED
 KV5291* NAD 83(2011) ELLIP HT-     7.902 (meters)        (06/27/12)   ADJUSTED
 KV5291* NAD 83(2011) EPOCH   -  2010.00
 KV5291* NAVD 88 ORTHO HEIGHT -    40.8   (meters)      134.    (feet) GPS OBS
 KV5291  ______________________________________________________________________
 KV5291  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5291  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 KV5291  NAD 83(2011) X  -  1,330,854.679 (meters)                     COMP
 KV5291  NAD 83(2011) Y  - -4,703,055.048 (meters)                     COMP
 KV5291  NAD 83(2011) Z  -  4,083,923.036 (meters)                     COMP
 KV5291  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 KV5291
 KV5291  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5291  Standards:
 KV5291         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5291            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5291  -------------------------------------------------------------------
 KV5291  NETWORK    0.48   0.76           0.21   0.18   0.39      0.07839532
 KV5291  -------------------------------------------------------------------
 KV5291  Click here for local accuracies and other accuracy information.
 KV5291
 KV5291.The horizontal coordinates were established by GPS observations
 KV5291.and adjusted by the National Geodetic Survey in June 2012.
 KV5291
 KV5291.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5291.been affixed to the stable North American tectonic plate. See 
 KV5291.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5291
 KV5291.The horizontal coordinates are valid at the epoch date displayed above
 KV5291.which is a decimal equivalence of Year/Month/Day.
 KV5291
 KV5291.The orthometric height was determined by GPS observations and a
 KV5291.high-resolution geoid model.
 KV5291
 KV5291.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5291.GEOID18 height accuracy estimate available here.
 KV5291
 KV5291.Click photographs - Photos may exist for this station.
 KV5291
 KV5291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5291
 KV5291.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5291
 KV5291.The ellipsoidal height was determined by GPS observations
 KV5291.and is referenced to NAD 83.
 KV5291
 KV5291. The following values were computed from the NAD 83(2011) position.
 KV5291
 KV5291;                    North         East     Units Scale Factor Converg.
 KV5291;SPC NJ       -   137,304.966   175,612.849   MT  0.99990807   +0 11 35.9
 KV5291;SPC NJ       -   450,474.71    576,156.49   sFT  0.99990807   +0 11 35.9
 KV5291;UTM  18      - 4,435,809.044   568,241.902   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 44.4
 KV5291:UTM  18      -  CHRISTOPHER 2 RM 3 AZIMUTH               026 43 25.7
 KV5291
 KV5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6824135809(NAD 83)
 KV5291
 KV5291|---------------------------------------------------------------------|
 KV5291| PID    Reference Object                     Distance      Geod. Az  |
 KV5291|                                                           dddmmss.s |
 KV5291| CB5775 CHRISTOPHER 2 RM 3 AZIMUTH                         0271420.3 |
 KV5291| KV5293 US RESET                            103.272 METERS 05531     |
 KV5291| KV5279 POINT PLEASANT STANDPIPE            APPROX.13.2 KM 0811607.5 |
 KV5291| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX.13.2 KM 0820051.9 |
 KV5291| CB5773 CHRISTOPHER 2 RM 1                   30.093 METERS 12224     |
 KV5291| JU2587 LAVALLETTE STANDPIPE                APPROX.15.7 KM 1353846.2 |
 KV5291| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX.17.5 KM 1431832.2 |
 KV5291| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.14.8 KM 1620655.2 |
 KV5291| KV5304 SMALL TK ON W END LARGE HANGAR      APPROX.11.0 KM 2455501.2 |
 KV5291| KV5302 LAKEHURST AIRPORT PWR HSE STK       APPROX.10.6 KM 2475946.4 |
 KV5291| KV5303 LAKEHURST USN AIR STA HIGH TK       APPROX.10.8 KM 2481318.9 |
 KV5291| CB5774 CHRISTOPHER 2 RM 2                   73.945 METERS 25649     |
 KV5291|---------------------------------------------------------------------|
 KV5291
 KV5291                          SUPERSEDED SURVEY CONTROL
 KV5291
 KV5291  NAD 83(2007)-  40 04 11.21118(N)    074 11 59.01596(W) AD(2002.00) 0
 KV5291  ELLIP H (02/10/07)    7.910  (m)                       GP(2002.00)    
 KV5291  ELLIP H (10/23/02)    7.922  (m)                       GP(       ) 4 1
 KV5291  NAD 83(1996)-  40 04 11.21089(N)    074 11 59.01569(W) AD(       ) 1
 KV5291  ELLIP H (05/14/99)    7.902  (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)    7.994  (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)    8.036  (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  NAVD 88 (03/31/93)   40.8    (m)  UNKNOWN  model used  GPS OBS        
 KV5291
 KV5291.Superseded values are not recommended for survey control.
 KV5291
 KV5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5291.See file dsdata.pdf to determine how the superseded data were derived.
 KV5291
 KV5291_MARKER: DS = TRIANGULATION STATION DISK
 KV5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5291_STAMPING: CHRISTOPHER 2 1932
 KV5291_MARK LOGO: CGS
 KV5291_PROJECTION: PROJECTING 3 CENTIMETERS
 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 NOT SUITABLE FOR
 KV5291+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2020
 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  HISTORY     - 20200713 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.
 KV5291
 KV5291                          STATION RECOVERY (2020)
 KV5291
 KV5291'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV5291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4577 ***********************************************************************
 KV4577  DESIGNATION -  CHROME 1915
 KV4577  PID         -  KV4577
 KV4577  STATE/COUNTY-  NJ/MIDDLESEX
 KV4577  COUNTRY     -  US
 KV4577  USGS QUAD   -  ARTHUR KILL (2019)
 KV4577
 KV4577                         *CURRENT SURVEY CONTROL
 KV4577  ______________________________________________________________________
 KV4577* NAD 83(1996) POSITION- 40 34 01.65015(N) 074 13 02.39173(W)   ADJUSTED
 KV4577* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4577  ______________________________________________________________________
 KV4577  GEOID HEIGHT    -        -32.414 (meters)                     GEOID18
 KV4577  LAPLACE CORR    -          5.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4577.GEOID18 height accuracy estimate available here.
 KV4577
 KV4577.Click photographs - Photos may exist for this station.
 KV4577
 KV4577.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4577
 KV4577. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991156
 KV4577!SPC NY L     -   1.00000451  x   1.00000703  =   1.00001154
 KV4577!UTM  18      -   1.00000451  x   0.99965403  =   0.99965854
 KV4577
 KV4577:                Primary Azimuth Mark                     Grid Az
 KV4577:SPC NJ       -  ROSSVILLE WBBR S RADIO MAST              151 54 11.2
 KV4577:SPC NY L     -  ROSSVILLE WBBR S RADIO MAST              152 13 44.7
 KV4577:UTM  18      -  ROSSVILLE WBBR S RADIO MAST              151 34 40.5
 KV4577
 KV4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6625290999(NAD 83)
 KV4577
 KV4577|---------------------------------------------------------------------|
 KV4577| PID    Reference Object                     Distance      Geod. Az  |
 KV4577|                                                           dddmmss.s |
 KV4577| KV4571 CARTERET FOSTER WHEELER TANK        APPROX. 1.4 KM 0085902.2 |
 KV4577| KV4566 CARTERET VA CAR CHEM CO TANK        APPROX. 2.6 KM 0102338.4 |
 KV4577| KV4570 CARTERET WARNER CHEMICAL STACK      APPROX. 1.8 KM 0120609.7 |
 KV4577| KV4556 ARTHUR KILL AMER CYANIMID TANK      APPROX. 3.5 KM 0164107.5 |
 KV4577| KV4633 TRAVIS S WILD LINOLEUM CO CHIM      APPROX. 2.6 KM 0361634.9 |
 KV4577| KV4589 NEW SPRINGVILLE PUMP STA CHIM       APPROX. 5.1 KM 0565647.4 |
 KV4577| KV4635 FRESH KILLS CONCRETE CHIMNEY        APPROX. 2.0 KM 0581655.8 |
 KV4577| KV4475 CASTLETON CORNERS PS 29 FLAG        APPROX.10.0 KM 0584652.5 |
 KV4577| KV4648 GREEN RIDGE DOLAN BRK WKS CHIM      APPROX. 3.4 KM 0895436.1 |
 KV4577| KV4649 GREEN RIDGE DOLAN BRK WKS STK       APPROX. 3.4 KM 0900428.5 |
 KV4577| KV4631 ROSSVILLE WBBR N RADIO MAST         APPROX. 2.7 KM 1512955.7 |
 KV4577| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX. 2.8 KM 1520513.0 |
 KV4577| KV4622 ROSSVILLE PUBLIC SCHOOL 31 FP       APPROX. 2.8 KM 1815542.0 |
 KV4577| KV4579 PORT READING READING CO S TANK      APPROX. 1.2 KM 2682218.7 |
 KV4577| KV4578 PORT READING READING CO N TANK      APPROX. 1.2 KM 2685628.5 |
 KV4577| KV4829 RAHWAY PHILA QUARTZ CO CHIMMEY      APPROX. 5.4 KM 2903901.9 |
 KV4577| KV4828 RAHWAY NJ REFORMATORY DOME          APPROX. 5.1 KM 3013617.6 |
 KV4577| KV4825 RAHWAY MERCK CO TANK                APPROX. 6.7 KM 3221719.6 |
 KV4577| KV4575 CARTERET ST ELIAS GREEK CH          APPROX. 0.9 KM 3331335.1 |
 KV4577| KV4573 CARTERET MAGYAR REFORMED CH         APPROX. 1.2 KM 3383609.2 |
 KV4577| KV4572 CARTERET GREEK CHURCH STEEPLE       APPROX. 1.2 KM 3482024.8 |
 KV4577| KV4568 CARTERET ST DEMETRIUS GREEK CH      APPROX. 1.9 KM 3513216.3 |
 KV4577| KV4569 CARTERET STEEPLE LATT WINDOWS       APPROX. 1.8 KM 3541712.5 |
 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
 KV4577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4577.See file dsdata.pdf to determine how the superseded data were derived.
 KV4577
 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 = JULY 24, 2026 22:12:30 EDT
 KV4181 ***********************************************************************
 KV4181  DESIGNATION -  CIDER 1913
 KV4181  PID         -  KV4181
 KV4181  STATE/COUNTY-  NJ/ESSEX
 KV4181  COUNTRY     -  US
 KV4181  USGS QUAD   -  ORANGE (2016)
 KV4181
 KV4181                         *CURRENT SURVEY CONTROL
 KV4181  ______________________________________________________________________
 KV4181* NAD 83(1996) POSITION- 40 48 19.08091(N) 074 08 25.61475(W)   ADJUSTED
 KV4181* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4181  ______________________________________________________________________
 KV4181  GEOID HEIGHT    -        -32.210 (meters)                     GEOID18
 KV4181  LAPLACE CORR    -          5.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4181.GEOID18 height accuracy estimate available here.
 KV4181
 KV4181.Click photographs - Photos may exist for this station.
 KV4181
 KV4181.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4181
 KV4181. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000495  x   0.99991132  =   0.99991627
 KV4181!SPC NY L     -   1.00000495  x   0.99999520  =   1.00000015
 KV4181!UTM  18      -   1.00000495  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7250217499(NAD 83)
 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  USSD        -  40 48 19.10000(N)    074 08 26.97800(W) AD(       ) 3
 KV4181
 KV4181.Superseded values are not recommended for survey control.
 KV4181
 KV4181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4181.See file dsdata.pdf to determine how the superseded data were derived.
 KV4181
 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 = JULY 24, 2026 22:12:30 EDT
 KV5529 ***********************************************************************
 KV5529  DESIGNATION -  CINDER
 KV5529  PID         -  KV5529
 KV5529  STATE/COUNTY-  NJ/BURLINGTON
 KV5529  COUNTRY     -  US
 KV5529  USGS QUAD   -  TRENTON EAST (2019)
 KV5529
 KV5529                         *CURRENT SURVEY CONTROL
 KV5529  ______________________________________________________________________
 KV5529* NAD 83(1996) POSITION- 40 07 53.34690(N) 074 44 14.76969(W)   ADJUSTED
 KV5529* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5529  ______________________________________________________________________
 KV5529  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KV5529  LAPLACE CORR    -          4.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5529.GEOID18 height accuracy estimate available here.
 KV5529
 KV5529.Click photographs - Photos may exist for this station.
 KV5529
 KV5529.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5529
 KV5529. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000473  x   0.99990504  =   0.99990977
 KV5529!SPC PA S     -   1.00000473  x   0.99997493  =   0.99997966
 KV5529!UTM  18      -   1.00000473  x   0.99960616  =   0.99961089
 KV5529
 KV5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2236942383(NAD 83)
 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
 KV5529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5529.See file dsdata.pdf to determine how the superseded data were derived.
 KV5529
 KV5529_MARKER: DS = TRIANGULATION STATION DISK
 KV5529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5529_STAMPING: CINDER 1935
 KV5529_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV3924 ***********************************************************************
 KV3924  DESIGNATION -  CINDERS
 KV3924  PID         -  KV3924
 KV3924  STATE/COUNTY-  NJ/BERGEN
 KV3924  COUNTRY     -  US
 KV3924  USGS QUAD   -  WEEHAWKEN (2016)
 KV3924
 KV3924                         *CURRENT SURVEY CONTROL
 KV3924  ______________________________________________________________________
 KV3924* NAD 83(1996) POSITION- 40 52 25.07466(N) 074 06 51.52271(W)   ADJUSTED
 KV3924* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3924  ______________________________________________________________________
 KV3924  GEOID HEIGHT    -        -32.108 (meters)                     GEOID18
 KV3924  LAPLACE CORR    -          6.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3924.GEOID18 height accuracy estimate available here.
 KV3924
 KV3924.Click photographs - Photos may exist for this station.
 KV3924
 KV3924.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3924
 KV3924. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000493  x   0.99991300  =   0.99991793
 KV3924!SPC NY L     -   1.00000493  x   0.99999498  =   0.99999991
 KV3924!UTM  18      -   1.00000493  x   0.99966855  =   0.99967348
 KV3924
 KV3924:                Primary Azimuth Mark                     Grid Az
 KV3924:SPC NJ       -  ROOM                                     179 07 22.5
 KV3924:SPC NY L     -  ROOM                                     179 27 00.3
 KV3924:UTM  18      -  ROOM                                     178 47 44.5
 KV3924
 KV3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7463025106(NAD 83)
 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  USSD        -  40 52 25.05500(N)    074 06 52.91900(W) AD(       ) 3
 KV3924
 KV3924.Superseded values are not recommended for survey control.
 KV3924
 KV3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3924.See file dsdata.pdf to determine how the superseded data were derived.
 KV3924
 KV3924_MARKER: DS = TRIANGULATION STATION DISK
 KV3924_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3924_MARK LOGO: CGS
 KV3924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU2781 ***********************************************************************
 JU2781  DESIGNATION -  CIRCLE
 JU2781  PID         -  JU2781
 JU2781  STATE/COUNTY-  NJ/ATLANTIC
 JU2781  COUNTRY     -  US
 JU2781  USGS QUAD   -  OCEANVILLE (2019)
 JU2781
 JU2781                         *CURRENT SURVEY CONTROL
 JU2781  ______________________________________________________________________
 JU2781* NAD 83(1996) POSITION- 39 23 41.28898(N) 074 23 22.28492(W)   ADJUSTED
 JU2781* NAVD 88 ORTHO HEIGHT -     1.859 (meters)        6.10  (feet) ADJUSTED
 JU2781  ______________________________________________________________________
 JU2781  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 JU2781  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 JU2781  DYNAMIC HEIGHT  -          1.858 (meters)        6.10  (feet) COMP
 JU2781  MODELED GRAVITY -    980,112.6   (mgal)                       NAVD 88
 JU2781
 JU2781  HORZ ORDER      -  SECOND
 JU2781  VERT ORDER      -  FIRST     CLASS II
 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 determined by differential leveling and
 JU2781.adjusted by the NATIONAL GEODETIC SURVEY
 JU2781.in March 2022.
 JU2781
 JU2781.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2781.GEOID18 height accuracy estimate available here.
 JU2781
 JU2781.Click photographs - Photos may exist for this station.
 JU2781
 JU2781.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2781
 JU2781.The dynamic height is computed by dividing the NAVD 88
 JU2781.geopotential number by the normal gravity value computed on the
 JU2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2781.degrees latitude (g = 980.6199 gals.).
 JU2781
 JU2781.The modeled gravity was interpolated from observed gravity values.
 JU2781
 JU2781. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000509  x   0.99990111  =   0.99990620
 JU2781!UTM  18      -   1.00000509  x   0.99963402  =   0.99963911
 JU2781
 JU2781:                Primary Azimuth Mark                     Grid Az
 JU2781:SPC NJ       -  CIRCLE RM 2 AZ MK=MON 4820               087 47 39.9
 JU2781:UTM  18      -  CIRCLE RM 2 AZ MK=MON 4820               087 28 37.5
 JU2781
 JU2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5256760767(NAD 83)
 JU2781
 JU2781|---------------------------------------------------------------------|
 JU2781| PID    Reference Object                     Distance      Geod. Az  |
 JU2781|                                                           dddmmss.s |
 JU2781| CB1356 CIRCLE RM 2 AZ MK=MON 4820                         0875152.3 |
 JU2781| CB1357 CIRCLE RM 3                          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
 JU2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2781.See file dsdata.pdf to determine how the superseded data were derived.
 JU2781
 JU2781_MARKER: DS = TRIANGULATION STATION DISK
 JU2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2781_STAMPING: CIRCLE 1932
 JU2781_MARK LOGO: CGS
 JU2781_PROJECTION: RECESSED 10 CENTIMETERS
 JU2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2781+STABILITY: SURFACE MOTION
 JU2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2781+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2021
 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  HISTORY     - 20171201 GOOD             INDIV
 JU2781  HISTORY     - 20210601 GOOD             NJGS
 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.
 JU2781
 JU2781                          STATION RECOVERY (2017)
 JU2781
 JU2781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (MD)
 JU2781'ACCESS TO LIGHTHOUSE GAINED THROUGH CITY OF BRIGANTINE PUBLIC WORKS
 JU2781'DEPARTMENT.
 JU2781
 JU2781                          STATION RECOVERY (2021)
 JU2781
 JU2781'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 JU2781'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF OCEANVILLE,
 JU2781'2.8 MI (4.5 KM) NORTHEAST OF ATLANTIC CITY AND 1.7 MI (2.7 KM)
 JU2781'SOUTHWEST OF BRIGANTINE.
 JU2781'
 JU2781'THE MARK IS LOCATED UNDER THE CONCRETE FLOOR, IN THE CENTER OF THE
 JU2781'LIGHTHOUSE LOCATED IN THE TRAFFIC CIRCLE, AT THE JUNCTION OF BAYSHORE
 JU2781'DRIVE AND BRIGANTINE BOULEVARD.
 JU2781'
 JU2781'NOTE-STATION IS INSIDE AND IN THE CENTER OF THE LIGHTHOUSE BUILDING,
 JU2781'UNDER A 4 INCH (10 CM) COPPER PIPE CAP, REMOVED WITH A SQUARE WRENCH.
 JU2781'
 JU2781'NOTE-ACCESS TO LIGHTHOUSE GAINED THROUGH CITY OF BRIGANTINE PUBLIC
 JU2781'WORKS DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB1356 ***********************************************************************
 CB1356  DESIGNATION -  CIRCLE RM 2 AZ MK=MON 4820
 CB1356  PID         -  CB1356
 CB1356  STATE/COUNTY-  NJ/ATLANTIC
 CB1356  COUNTRY     -  US
 CB1356  USGS QUAD   -  OCEANVILLE (2019)
 CB1356
 CB1356                         *CURRENT SURVEY CONTROL
 CB1356  ______________________________________________________________________
 CB1356* NAD 83(1986) POSITION- 39 23 41.85   (N) 074 23 03.59   (W)   HD_HELD1
 CB1356* NAVD 88 ORTHO HEIGHT -     1.992 (meters)        6.54  (feet) ADJUSTED
 CB1356  ______________________________________________________________________
 CB1356  GEOID HEIGHT    -        -34.335 (meters)                     GEOID18
 CB1356  DYNAMIC HEIGHT  -          1.991 (meters)        6.53  (feet) COMP
 CB1356  MODELED GRAVITY -    980,112.6   (mgal)                       NAVD 88
 CB1356
 CB1356  VERT ORDER      -  FIRST     CLASS II
 CB1356
 CB1356.The horizontal coordinates were determined by differentially corrected
 CB1356.hand held GPS observations or other comparable positioning techniques
 CB1356.and have an estimated accuracy of +/- 3 meters.
 CB1356
 CB1356.The orthometric height was determined by differential leveling and
 CB1356.adjusted by the NATIONAL GEODETIC SURVEY
 CB1356.in March 2022.
 CB1356
 CB1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1356.GEOID18 height accuracy estimate available here.
 CB1356
 CB1356.Click photographs - Photos may exist for this station.
 CB1356
 CB1356.The dynamic height is computed by dividing the NAVD 88
 CB1356.geopotential number by the normal gravity value computed on the
 CB1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1356.degrees latitude (g = 980.6199 gals.).
 CB1356
 CB1356.The modeled gravity was interpolated from observed gravity values.
 CB1356
 CB1356;                    North         East    Units  Estimated Accuracy
 CB1356;SPC NJ       -    62,350.4     159,963.1     MT  (+/- 3 meters HH1 GPS) 
 CB1356
 CB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5301460787(NAD 83)
 CB1356
 CB1356                          SUPERSEDED SURVEY CONTROL
 CB1356
 CB1356.No superseded survey control is available for this station.
 CB1356
 CB1356_MARKER: DR = REFERENCE MARK DISK
 CB1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1356_STAMPING: CIRCLE NO 2 1932
 CB1356_MARK LOGO: CGS
 CB1356_PROJECTION: PROJECTING 8 CENTIMETERS
 CB1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1356+STABILITY: SURFACE MOTION
 CB1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB1356+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2021
 CB1356
 CB1356  HISTORY     - Date     Condition        Report By
 CB1356  HISTORY     - 1932     MONUMENTED       CGS
 CB1356  HISTORY     - 20171201 GOOD             INDIV
 CB1356  HISTORY     - 20210217 GOOD             NJGS
 CB1356
 CB1356                          STATION DESCRIPTION
 CB1356
 CB1356'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2017 (MD)
 CB1356'THE MARK IS LOCATED 1/4 MI (0.40 KM) EAST OF STATION CIRCLE AT THE
 CB1356'INTERSECTION OF BRIGANTINE BOULEVARD AND THIRTIETH STREET.
 CB1356'
 CB1356'IT IS SET IN THE TOP OF A 12-INCH (30 CM) SQUARE CONCRETE MONUMENT,
 CB1356'0.5 FT (15 CM) EAST OF A CURB ON THE EAST SIDE OF BRIGANTINE
 CB1356'BOULEVARD, 38 FT (11.6 M) NORTH OF THE CENTER OF THIRTIETH STREET AND
 CB1356'15 FT (4.6 M) NORTH OF THE SIDEWALK ALONG THIRTIETH STREET.
 CB1356
 CB1356                          STATION RECOVERY (2021)
 CB1356
 CB1356'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 CB1356'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF OCEANVILLE,
 CB1356'3.0 MI (4.8 KM) NORTHEAST OF ATLANTIC CITY AND 1.5 MI (2.4 KM)
 CB1356'SOUTHWEST OF BRIGANTINE.
 CB1356'
 CB1356'TO REACH FROM THE NORTHEAST END OF BRIGANTINE BRIDGE OVER ABSECON
 CB1356'CHANNEL GO EAST ON NEW JERSEY ROUTE 87 (ATLANTIC COUNTY ROAD 638) FOR
 CB1356'1.7 MI (2.7 KM), AT TRAFFIC CIRCLE CONTINUE EAST ON ATLANTIC
 CB1356'BRIGANTINE BOULEVARD FOR 0.3 MI (0.5 KM).  AT Y-INTERSECTION, ON THE
 CB1356'RIGHT OF THE ONE WAY RAMP FOR WEST BRIGANTINE AVENUE.
 CB1356'
 CB1356'IT IS 82.8 FT (25.2 M) SOUTHWEST OF OF POLE NUMBER A2809, 74.5 FT
 CB1356'(22.7 M) SOUTHWEST OF FIRE HYDRANT, 65.15 FT (19.9 M) NORTHEAST OF
 CB1356'POLE NUMBER A2774, 38 FT (11.6 M) NORTHEAST OF THE CENTERLINE OF 30TH
 CB1356'ST AND 22.15 FT (6.8 M) NORTHEAST OF CURB OF 30TH ST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB1357 ***********************************************************************
 CB1357  DESIGNATION -  CIRCLE RM 3
 CB1357  PID         -  CB1357
 CB1357  STATE/COUNTY-  NJ/ATLANTIC
 CB1357  COUNTRY     -  US
 CB1357  USGS QUAD   -  OCEANVILLE (2019)
 CB1357
 CB1357                         *CURRENT SURVEY CONTROL
 CB1357  ______________________________________________________________________
 CB1357* NAD 83(1986) POSITION- 39 23 41.25   (N) 074 23 21.86   (W)   HD_HELD1
 CB1357* NAVD 88 ORTHO HEIGHT -     1.596 (meters)        5.24  (feet) ADJUSTED
 CB1357  ______________________________________________________________________
 CB1357  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 CB1357  DYNAMIC HEIGHT  -          1.596 (meters)        5.24  (feet) COMP
 CB1357  MODELED GRAVITY -    980,112.6   (mgal)                       NAVD 88
 CB1357
 CB1357  VERT ORDER      -  FIRST     CLASS II
 CB1357
 CB1357.The horizontal coordinates were determined by differentially corrected
 CB1357.hand held GPS observations or other comparable positioning techniques
 CB1357.and have an estimated accuracy of +/- 3 meters.
 CB1357
 CB1357.The orthometric height was determined by differential leveling and
 CB1357.adjusted by the NATIONAL GEODETIC SURVEY
 CB1357.in March 2022.
 CB1357
 CB1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1357.GEOID18 height accuracy estimate available here.
 CB1357
 CB1357.Click photographs - Photos may exist for this station.
 CB1357
 CB1357.The dynamic height is computed by dividing the NAVD 88
 CB1357.geopotential number by the normal gravity value computed on the
 CB1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1357.degrees latitude (g = 980.6199 gals.).
 CB1357
 CB1357.The modeled gravity was interpolated from observed gravity values.
 CB1357
 CB1357;                    North         East    Units  Estimated Accuracy
 CB1357;SPC NJ       -    62,331.4     159,526.0     MT  (+/- 3 meters HH1 GPS) 
 CB1357
 CB1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5257760766(NAD 83)
 CB1357
 CB1357                          SUPERSEDED SURVEY CONTROL
 CB1357
 CB1357.No superseded survey control is available for this station.
 CB1357
 CB1357_MARKER: DR = REFERENCE MARK DISK
 CB1357_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CB1357_SP_SET: SIDEWALK
 CB1357_STAMPING: CIRCLE RM 3 1964
 CB1357_MARK LOGO: CGS
 CB1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB1357+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 CB1357
 CB1357  HISTORY     - Date     Condition        Report By
 CB1357  HISTORY     - 1964     MONUMENTED       CGS
 CB1357  HISTORY     - 20210607 POOR             NJGS
 CB1357
 CB1357                          STATION DESCRIPTION
 CB1357
 CB1357'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 CB1357'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF OCEANVILLE,
 CB1357'2.8 MI (4.5 KM) NORTHEAST OF ATLANTIC CITY AND 1.7 MI (2.7 KM)
 CB1357'SOUTHWEST OF BRIGANTINE.
 CB1357'
 CB1357'1.7 MI (2.7 KM) SOUTHWEST OF BRIGANTINE SET IN THE SIDEWALK AT THE
 CB1357'EAST END OF A CIRCLE TRAFFIC ISLAND WHICH HOLDS A SMALL WHITE
 CB1357'LIGHTHOUSE AT THE JUNCTION OF BRIGANTINE BOULEVARD AND BAYSHORE
 CB1357'AVENUE.
 CB1357'
 CB1357'THE STATION IS 1 FT (0.3 M) WEST OF THE CURB, 26 FT (7.9 M) EAST OF
 CB1357'THE EAST DOOR TO THE LIGHTHOUSE TOWER, 22.7 FT (6.9 M) SOUTH-SOUTHEAST
 CB1357'OF A MANHOLE IN THE SIDEWALK AND 9 FT (2.7 M) SOUTH OF THE EXTENDED
 CB1357'CENTERLINE OF BRIGANTINE BOULEVARD.
 CB1357'
 CB1357'NOTE-THE SIDEWALK AROUND THE LIGHTHOUSE IS CRACKED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0007 ***********************************************************************
 KV0007  DESIGNATION -  CITY C OF PA
 KV0007  PID         -  KV0007
 KV0007  STATE/COUNTY-  NJ/MIDDLESEX
 KV0007  COUNTRY     -  US
 KV0007  USGS QUAD   -  PERTH AMBOY (2016)
 KV0007
 KV0007                         *CURRENT SURVEY CONTROL
 KV0007  ______________________________________________________________________
 KV0007* NAD 83(1986) POSITION- 40 30 22.73   (N) 074 15 57.75   (W)   HD_HELD1
 KV0007* NAVD 88 ORTHO HEIGHT -    17.610 (meters)       57.78  (feet) ADJUSTED
 KV0007  ______________________________________________________________________
 KV0007  GEOID HEIGHT    -        -32.489 (meters)                     GEOID18
 KV0007  DYNAMIC HEIGHT  -         17.603 (meters)       57.75  (feet) COMP
 KV0007  MODELED GRAVITY -    980,218.1   (mgal)                       NAVD 88
 KV0007
 KV0007  VERT ORDER      -  FIRST     CLASS I
 KV0007
 KV0007.The horizontal coordinates were determined by differentially corrected
 KV0007.hand held GPS observations or other comparable positioning techniques
 KV0007.and have an estimated accuracy of +/- 3 meters.
 KV0007
 KV0007.The orthometric height was determined by differential leveling and
 KV0007.adjusted by the NATIONAL GEODETIC SURVEY
 KV0007.in June 1991.
 KV0007
 KV0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0007.GEOID18 height accuracy estimate available here.
 KV0007
 KV0007.Click photographs - Photos may exist for this station.
 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       -   185,755.9     169,828.3     MT  (+/- 3 meters HH1 GPS) 
 KV0007
 KV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6218584214(NAD 83)
 KV0007
 KV0007                          SUPERSEDED SURVEY CONTROL
 KV0007
 KV0007  NGVD 29 (04/16/92)   17.912  (m)           58.77   (f) ADJUSTED    1 1
 KV0007  NGVD 29 (??/??/87)   17.951  (m)           58.89   (f) SUPERSEDED  1 1
 KV0007
 KV0007.Superseded values are not recommended for survey control.
 KV0007
 KV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0007.See file dsdata.pdf to determine how the superseded data were derived.
 KV0007
 KV0007_MARKER: X = CHISELED CROSS
 KV0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0007_PROJECTION: RECESSED 15 CENTIMETERS
 KV0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0007+STABILITY: SURFACE MOTION
 KV0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0007+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2025
 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  HISTORY     - 20141222 GOOD             USACE
 KV0007  HISTORY     - 20160510 GOOD             AAAS
 KV0007  HISTORY     - 20250228 GOOD             NJGS
 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.
 KV0007
 KV0007                          STATION RECOVERY (2014)
 KV0007
 KV0007'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2014 (MEA)
 KV0007'THE DISK WAS FOUND AS DESCRIBED IN THE DESCRIPTION.
 KV0007
 KV0007                          STATION RECOVERY (2016)
 KV0007
 KV0007'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV0007'RECOVERED IN GOOD CONDITION.
 KV0007
 KV0007                          STATION RECOVERY (2025)
 KV0007
 KV0007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MI)
 KV0007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4092 ***********************************************************************
 JU4092  DESIGNATION -  CITY HALL
 JU4092  PID         -  JU4092
 JU4092  STATE/COUNTY-  NJ/ATLANTIC
 JU4092  COUNTRY     -  US
 JU4092  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4092
 JU4092                         *CURRENT SURVEY CONTROL
 JU4092  ______________________________________________________________________
 JU4092* NAD 83(1996) POSITION- 39 21 47.92714(N) 074 25 42.72777(W)   ADJUSTED
 JU4092* NAVD 88 ORTHO HEIGHT -    37.    (meters)      121.    (feet) SCALED
 JU4092  ______________________________________________________________________
 JU4092  GEOID HEIGHT    -        -34.417 (meters)                     GEOID18
 JU4092  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4092.GEOID18 height accuracy estimate available here.
 JU4092
 JU4092.Click photographs - Photos may exist for this station.
 JU4092
 JU4092.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4092
 JU4092. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999958  x   0.99990047  =   0.99990005
 JU4092!UTM  18      -   0.99999958  x   0.99962984  =   0.99962942
 JU4092
 JU4092:                Primary Azimuth Mark                     Grid Az
 JU4092:SPC NJ       -  CITY HALL AZ MK                          271 13 09.9
 JU4092:UTM  18      -  CITY HALL AZ MK                          270 54 08.3
 JU4092
 JU4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4923057250(NAD 83)
 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
 JU4092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4092.See file dsdata.pdf to determine how the superseded data were derived.
 JU4092
 JU4092_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4092_STAMPING: CITY HALL 1981
 JU4092_MARK LOGO: NGS
 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 IN
 JU4092'ATLANTIC CITY.  OWNERSHIP--CITY OF ATLANTIC CITY.
 JU4092'
 JU4092'NO TO REACH IS NECESSARY
 JU4092'
 JU4092'THE STATION IS A STANDARD NGS DISK STAMPED ---CITY HALL 1981---, SET
 JU4092'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 9 CM ON SIDE PROJECTING 8
 JU4092'CM ABOVE GROUND.  LOCATED 16.05 METERS (52.66 FT) SOUTH FROM THE
 JU4092'SOUTHEAST CORNER OF A TRAP DOOR, 11.064 METERS (36.30 FT) SOUTHWEST
 JU4092'FROM A SIREN BASE, 4.886 METERS (16.03 FT) NORTH FROM THE MOST
 JU4092'NORTHWEST CORNER OF THE PARAPET WALL AND 3.8 METERS (12.5 FT) NORTH
 JU4092'FROM THE SOUTH SIDE OF PARAPET WALL.
 JU4092'
 JU4092'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED
 JU4092'---CITY HALL NO 1 1981---, SET INTO A DRILL HOLE IN THE SOUTH PARAPET
 JU4092'WALL PROJECTING ABOUT 0.46 METERS ABOVE THE ROOF.  17.48 METERS
 JU4092'(57.34 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE TRAP DOOR, 3.52
 JU4092'METERS (11.56 FT) EAST-NORTHEAST FROM THE MOST SOUTHWEST POINT OF THE
 JU4092'PARAPET WALL AND 13.7 METERS (45.0 FT) SOUTHWEST FROM THE SIREN.  MARK
 JU4092'IS 0.46 METERS ABOVE THE STATION.
 JU4092'
 JU4092'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED
 JU4092'---CITY HALL NO 2 1981---, SET INTO A DRILL HOLE IN THE WEST PARAPET
 JU4092'ABOUT 0.40 METERS ABOVE THE ROOF LOCATED 18.9 METERS (62.0 FT) SOUTH
 JU4092'FROM THE SOUTHEAST CORNER OF THE TRAP DOOR, 12.47 METERS (40.9 FT)
 JU4092'SOUTHWEST FROM THE SIREN AND 4.441 METERS (14.57 FT) NORTH-NORTHWEST
 JU4092'FROM THE MOST SOUTHWEST POINT OF THE PARAPET WALL.  MARK IS 0.46
 JU4092'METERS ABOVE THE STATION.
 JU4092'
 JU4092'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED
 JU4092'---CITY HALL 1981---, SET INTO A DRILL HOLE IN THE MOST SOUTHEAST EDGE
 JU4092'OF THE BUMPER RAIL FOR THE WEST BOUND LANE OF THE ATLANTIC CITY
 JU4092'EXPRESSWAY PROJECTING 0.3 METERS ABOVE THE BRIDGE DECK.  8.84 METERS
 JU4092'(29.0 FT) NORTHEAST FROM THE CENTER HIGHWAY DIVIDER.  1.68 METERS
 JU4092'(5.5 FT) NORTHWEST FROM A MILE MARKER 0.2, 0.85 METERS (2.8 FT) SOUTH
 JU4092'FROM A LIGHT POLE AND 0.21 METERS (0.7 FT) NORTHWEST FROM THE
 JU4092'SOUTHEAST EDGE OF THE BRIDGE.  TO REACH THE AZIMUTH FROM THE STATION,
 JU4092'GO SOUTHEAST FOR 0.15 KM (0.1 MI) ON SOUTH CAROLINA AVENUE TO ATLANTIC
 JU4092'AVENUE, TURN RIGHT AND GO SOUTHWEST FOR 0.65 KM (1.0 MI) ON ATLANTIC
 JU4092'AVENUE, TURN RIGHT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON ARKANSAS
 JU4092'AVENUE TO THE ENTRANCE TO THE ATLANTIC CITY EXPRESSWAY.  TURN LEFT AND
 JU4092'GO NORTHWEST FOR 0.5 KM (0.3 MI) ON THE EXPRESSWAY TO THE STATION ON
 JU4092'THE RIGHT.
 JU4092'
 JU4092'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4092'DESCRIBED BY R G POUST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4093 ***********************************************************************
 JU4093  DESIGNATION -  CITY HALL AZ MK
 JU4093  PID         -  JU4093
 JU4093  STATE/COUNTY-  NJ/ATLANTIC
 JU4093  COUNTRY     -  US
 JU4093  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4093
 JU4093                         *CURRENT SURVEY CONTROL
 JU4093  ______________________________________________________________________
 JU4093* NAD 83(1996) POSITION- 39 21 48.89556(N) 074 26 39.46024(W)   ADJUSTED
 JU4093* NAVD 88 ORTHO HEIGHT -    11.4   (meters)       37.    (feet) VERTCON3
 JU4093  ______________________________________________________________________
 JU4093  GEOID HEIGHT    -        -34.398 (meters)                     GEOID18
 JU4093  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4093.GEOID18 height accuracy estimate available here.
 JU4093
 JU4093.Click photographs - Photos may exist for this station.
 JU4093
 JU4093.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4093
 JU4093. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000361  x   0.99990028  =   0.99990389
 JU4093!UTM  18      -   1.00000361  x   0.99962822  =   0.99963183
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4787257272(NAD 83)
 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
 JU4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4093.See file dsdata.pdf to determine how the superseded data were derived.
 JU4093
 JU4093_MARKER: DZ = AZIMUTH MARK DISK
 JU4093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU4093_SP_SET: BRIDGE
 JU4093_STAMPING: CITY HALL 1981
 JU4093_MARK LOGO: NGS
 JU4093_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV6840 ***********************************************************************
 KV6840  DESIGNATION -  CITY OF NEWARK 89 1
 KV6840  PID         -  KV6840
 KV6840  STATE/COUNTY-  NJ/ESSEX
 KV6840  COUNTRY     -  US
 KV6840  USGS QUAD   -  ELIZABETH (2016)
 KV6840
 KV6840                         *CURRENT SURVEY CONTROL
 KV6840  ______________________________________________________________________
 KV6840* NAD 83(2011) POSITION- 40 44 15.61017(N) 074 11 40.92101(W)   ADJUSTED
 KV6840* NAD 83(2011) ELLIP HT-    22.438 (meters)        (06/27/12)   ADJUSTED
 KV6840* NAD 83(2011) EPOCH   -  2010.00
 KV6840* NAVD 88 ORTHO HEIGHT -    54.8   (meters)      180.    (feet) GPS OBS
 KV6840  ______________________________________________________________________
 KV6840  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6840  GEOID HEIGHT    -        -32.530 (meters)                     GEOID90
 KV6840  GEOID HEIGHT    -        -32.372 (meters)                     GEOID18
 KV6840  NAD 83(2011) X  -  1,318,177.292 (meters)                     COMP
 KV6840  NAD 83(2011) Y  - -4,656,695.684 (meters)                     COMP
 KV6840  NAD 83(2011) Z  -  4,140,407.845 (meters)                     COMP
 KV6840  LAPLACE CORR    -          5.14  (seconds)                    DEFLEC18
 KV6840
 KV6840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6840  Standards:
 KV6840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6840  -------------------------------------------------------------------
 KV6840  NETWORK    0.56   0.94           0.22   0.24   0.48     -0.05415772
 KV6840  -------------------------------------------------------------------
 KV6840  Click here for local accuracies and other accuracy information.
 KV6840
 KV6840.The horizontal coordinates were established by GPS observations
 KV6840.and adjusted by the National Geodetic Survey in June 2012.
 KV6840
 KV6840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6840.been affixed to the stable North American tectonic plate. See 
 KV6840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6840
 KV6840.The horizontal coordinates are valid at the epoch date displayed above
 KV6840.which is a decimal equivalence of Year/Month/Day.
 KV6840
 KV6840.The orthometric height was determined by GPS observations and a
 KV6840.high-resolution geoid model.
 KV6840
 KV6840.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6840.GEOID18 height accuracy estimate available here.
 KV6840
 KV6840.Click photographs - Photos may exist for this station.
 KV6840
 KV6840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6840
 KV6840.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6840
 KV6840.The ellipsoidal height was determined by GPS observations
 KV6840.and is referenced to NAD 83.
 KV6840
 KV6840. The following values were computed from the NAD 83(2011) position.
 KV6840
 KV6840;                    North         East     Units Scale Factor Converg.
 KV6840;SPC NJ       -   211,463.147   175,785.460   MT  0.99990818   +0 11 57.3
 KV6840;SPC NJ       -   693,775.34    576,722.80   sFT  0.99990818   +0 11 57.3
 KV6840;UTM  18      - 4,509,948.399   567,995.088   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6799509948(NAD 83)
 KV6840
 KV6840                          SUPERSEDED SURVEY CONTROL
 KV6840
 KV6840  NAD 83(2007)-  40 44 15.61036(N)    074 11 40.92178(W) AD(2002.00) 0
 KV6840  ELLIP H (02/10/07)   22.453  (m)                       GP(2002.00)    
 KV6840  ELLIP H (10/23/02)   22.454  (m)                       GP(       ) 4 1
 KV6840  NAD 83(1996)-  40 44 15.61060(N)    074 11 40.92207(W) AD(       ) 1
 KV6840  ELLIP H (05/14/99)   22.465  (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
 KV6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6840.See file dsdata.pdf to determine how the superseded data were derived.
 KV6840
 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 = JULY 24, 2026 22:12:30 EDT
 KV6842 ***********************************************************************
 KV6842  DESIGNATION -  CITY OF NEWARK 891288
 KV6842  PID         -  KV6842
 KV6842  STATE/COUNTY-  NJ/ESSEX
 KV6842  COUNTRY     -  US
 KV6842  USGS QUAD   -  ORANGE (2016)
 KV6842
 KV6842                         *CURRENT SURVEY CONTROL
 KV6842  ______________________________________________________________________
 KV6842* NAD 83(2011) POSITION- 40 45 10.57812(N) 074 10 30.50556(W)   ADJUSTED
 KV6842* NAD 83(2011) ELLIP HT-   -11.995 (meters)        (06/27/12)   ADJUSTED
 KV6842* NAD 83(2011) EPOCH   -  2010.00
 KV6842* NAVD 88 ORTHO HEIGHT -    20.3   (meters)       67.    (feet) GPS OBS
 KV6842  ______________________________________________________________________
 KV6842  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6842  GEOID HEIGHT    -        -32.480 (meters)                     GEOID90
 KV6842  GEOID HEIGHT    -        -32.321 (meters)                     GEOID18
 KV6842  NAD 83(2011) X  -  1,319,458.024 (meters)                     COMP
 KV6842  NAD 83(2011) Y  - -4,655,155.544 (meters)                     COMP
 KV6842  NAD 83(2011) Z  -  4,141,669.984 (meters)                     COMP
 KV6842  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 KV6842
 KV6842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6842  Standards:
 KV6842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6842  -------------------------------------------------------------------
 KV6842  NETWORK    0.50   0.80           0.20   0.21   0.41     -0.08524965
 KV6842  -------------------------------------------------------------------
 KV6842  Click here for local accuracies and other accuracy information.
 KV6842
 KV6842.The horizontal coordinates were established by GPS observations
 KV6842.and adjusted by the National Geodetic Survey in June 2012.
 KV6842
 KV6842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6842.been affixed to the stable North American tectonic plate. See 
 KV6842.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6842
 KV6842.The horizontal coordinates are valid at the epoch date displayed above
 KV6842.which is a decimal equivalence of Year/Month/Day.
 KV6842
 KV6842.The orthometric height was determined by GPS observations and a
 KV6842.high-resolution geoid model.
 KV6842
 KV6842.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6842.GEOID18 height accuracy estimate available here.
 KV6842
 KV6842.Click photographs - Photos may exist for this station.
 KV6842
 KV6842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6842
 KV6842.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6842
 KV6842.The ellipsoidal height was determined by GPS observations
 KV6842.and is referenced to NAD 83.
 KV6842
 KV6842. The following values were computed from the NAD 83(2011) position.
 KV6842
 KV6842;                    North         East     Units Scale Factor Converg.
 KV6842;SPC NJ       -   213,164.504   177,431.203   MT  0.99990926   +0 12 43.4
 KV6842;SPC NJ       -   699,357.21    582,122.21   sFT  0.99990926   +0 12 43.4
 KV6842;UTM  18      - 4,511,658.674   569,630.704   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 51.5
 KV6842:UTM  18      -  CITY OF NEWARK 89196                     329 52 16.3
 KV6842
 KV6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6963011658(NAD 83)
 KV6842
 KV6842|---------------------------------------------------------------------|
 KV6842| PID    Reference Object                     Distance      Geod. Az  |
 KV6842|                                                           dddmmss.s |
 KV6842| KV6841 CITY OF NEWARK 89196                APPROX. 1.3 KM 3302434.9 |
 KV6842|---------------------------------------------------------------------|
 KV6842
 KV6842                          SUPERSEDED SURVEY CONTROL
 KV6842
 KV6842  NAD 83(2007)-  40 45 10.57831(N)    074 10 30.50633(W) AD(2002.00) 0
 KV6842  ELLIP H (02/10/07)  -11.979  (m)                       GP(2002.00)    
 KV6842  ELLIP H (10/23/02)  -11.980  (m)                       GP(       ) 4 1
 KV6842  NAD 83(1996)-  40 45 10.57855(N)    074 10 30.50667(W) AD(       ) 1
 KV6842  ELLIP H (05/14/99)  -11.968  (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
 KV6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6842.See file dsdata.pdf to determine how the superseded data were derived.
 KV6842
 KV6842_MARKER: DD = SURVEY DISK
 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 - April 04, 2006
 KV6842
 KV6842  HISTORY     - Date     Condition        Report By
 KV6842  HISTORY     - 1989     MONUMENTED       NJ2130
 KV6842  HISTORY     - 19920225 GOOD             NJGS
 KV6842  HISTORY     - 20060310 GOOD             INDIV
 KV6842  HISTORY     - 20060404 GOOD             BANC
 KV6842  HISTORY     - 20200512 MARK NOT FOUND   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.
 KV6842
 KV6842                          STATION RECOVERY (2006)
 KV6842
 KV6842'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AEG)
 KV6842'RECOVERED IN GOOD CONDITION.
 KV6842
 KV6842                          STATION RECOVERY (2006)
 KV6842
 KV6842'RECOVERY NOTE BY BANC 3 2006 (AEG)
 KV6842'RECOVERED IN GOOD CONDITION.
 KV6842
 KV6842                          STATION RECOVERY (2020)
 KV6842
 KV6842'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6842'NOT RECOVERED AT THIS TIME HOWEVER DESCRIPTION STATES MONUMENT IS
 KV6842'UNDER THE CENTER OF THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6841 ***********************************************************************
 KV6841  DESIGNATION -  CITY OF NEWARK 89196
 KV6841  PID         -  KV6841
 KV6841  STATE/COUNTY-  NJ/ESSEX
 KV6841  COUNTRY     -  US
 KV6841  USGS QUAD   -  ORANGE (2016)
 KV6841
 KV6841                         *CURRENT SURVEY CONTROL
 KV6841  ______________________________________________________________________
 KV6841* NAD 83(2011) POSITION- 40 45 47.09132(N) 074 10 57.77570(W)   ADJUSTED
 KV6841* NAD 83(2011) ELLIP HT-     1.809 (meters)        (06/27/12)   ADJUSTED
 KV6841* NAD 83(2011) EPOCH   -  2010.00
 KV6841* NAVD 88 ORTHO HEIGHT -    34.1   (meters)      112.    (feet) GPS OBS
 KV6841  ______________________________________________________________________
 KV6841  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6841  GEOID HEIGHT    -        -32.500 (meters)                     GEOID90
 KV6841  GEOID HEIGHT    -        -32.337 (meters)                     GEOID18
 KV6841  NAD 83(2011) X  -  1,318,644.976 (meters)                     COMP
 KV6841  NAD 83(2011) Y  - -4,654,632.514 (meters)                     COMP
 KV6841  NAD 83(2011) Z  -  4,142,532.156 (meters)                     COMP
 KV6841  LAPLACE CORR    -          5.19  (seconds)                    DEFLEC18
 KV6841
 KV6841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6841  Standards:
 KV6841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6841  -------------------------------------------------------------------
 KV6841  NETWORK    0.60   0.90           0.23   0.26   0.46     -0.11389244
 KV6841  -------------------------------------------------------------------
 KV6841  Click here for local accuracies and other accuracy information.
 KV6841
 KV6841.The horizontal coordinates were established by GPS observations
 KV6841.and adjusted by the National Geodetic Survey in June 2012.
 KV6841
 KV6841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6841.been affixed to the stable North American tectonic plate. See 
 KV6841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6841
 KV6841.The horizontal coordinates are valid at the epoch date displayed above
 KV6841.which is a decimal equivalence of Year/Month/Day.
 KV6841
 KV6841.The orthometric height was determined by GPS observations and a
 KV6841.high-resolution geoid model.
 KV6841
 KV6841.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6841.GEOID18 height accuracy estimate available here.
 KV6841
 KV6841.Click photographs - Photos may exist for this station.
 KV6841
 KV6841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6841
 KV6841.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6841
 KV6841.The ellipsoidal height was determined by GPS observations
 KV6841.and is referenced to NAD 83.
 KV6841
 KV6841. The following values were computed from the NAD 83(2011) position.
 KV6841
 KV6841;                    North         East     Units Scale Factor Converg.
 KV6841;SPC NJ       -   214,288.377   176,787.492   MT  0.99990883   +0 12 25.8
 KV6841;SPC NJ       -   703,044.45    580,010.30   sFT  0.99990883   +0 12 25.8
 KV6841;UTM  18      - 4,512,778.581   568,980.763   MT  0.99965857   +0 32 01.2
 KV6841
 KV6841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6841!SPC NJ       -   0.99999972  x   0.99990883  =   0.99990855
 KV6841!UTM  18      -   0.99999972  x   0.99965857  =   0.99965829
 KV6841
 KV6841:                Primary Azimuth Mark                     Grid Az
 KV6841:SPC NJ       -  CITY OF NEWARK 891288                    150 11 51.3
 KV6841:UTM  18      -  CITY OF NEWARK 891288                    149 52 15.9
 KV6841
 KV6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6898012778(NAD 83)
 KV6841
 KV6841|---------------------------------------------------------------------|
 KV6841| PID    Reference Object                     Distance      Geod. Az  |
 KV6841|                                                           dddmmss.s |
 KV6841| KV6842 CITY OF NEWARK 891288               APPROX. 1.3 KM 1502417.1 |
 KV6841|---------------------------------------------------------------------|
 KV6841
 KV6841                          SUPERSEDED SURVEY CONTROL
 KV6841
 KV6841  NAD 83(2007)-  40 45 47.09151(N)    074 10 57.77646(W) AD(2002.00) 0
 KV6841  ELLIP H (02/10/07)    1.824  (m)                       GP(2002.00)    
 KV6841  ELLIP H (10/23/02)    1.823  (m)                       GP(       ) 4 1
 KV6841  NAD 83(1996)-  40 45 47.09176(N)    074 10 57.77688(W) AD(       ) 1
 KV6841  ELLIP H (05/14/99)    1.835  (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
 KV6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6841.See file dsdata.pdf to determine how the superseded data were derived.
 KV6841
 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 = JULY 24, 2026 22:12:30 EDT
 JU2696 ***********************************************************************
 JU2696  DESIGNATION -  CLAM
 JU2696  PID         -  JU2696
 JU2696  STATE/COUNTY-  NJ/OCEAN
 JU2696  COUNTRY     -  US
 JU2696  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2696
 JU2696                         *CURRENT SURVEY CONTROL
 JU2696  ______________________________________________________________________
 JU2696* NAD 83(1996) POSITION- 39 40 10.01324(N) 074 13 51.16735(W)   ADJUSTED
 JU2696* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2696  ______________________________________________________________________
 JU2696  GEOID HEIGHT    -        -33.396 (meters)                     GEOID18
 JU2696  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2696.GEOID18 height accuracy estimate available here.
 JU2696
 JU2696.Click photographs - Photos may exist for this station.
 JU2696
 JU2696.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2696
 JU2696. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000499  x   0.99990656  =   0.99991155
 JU2696!UTM  18      -   1.00000499  x   0.99965358  =   0.99965856
 JU2696
 JU2696:                Primary Azimuth Mark                     Grid Az
 JU2696:SPC NJ       -  TURTLE                                   060 21 58.7
 JU2696:UTM  18      -  TURTLE                                   060 02 49.6
 JU2696
 JU2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6596791352(NAD 83)
 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
 JU2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2696.See file dsdata.pdf to determine how the superseded data were derived.
 JU2696
 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 = JULY 24, 2026 22:12:30 EDT
 KV3686 ***********************************************************************
 KV3686  DESIGNATION -  CLARK
 KV3686  PID         -  KV3686
 KV3686  STATE/COUNTY-  NJ/BURLINGTON
 KV3686  COUNTRY     -  US
 KV3686  USGS QUAD   -  FRANKFORD (2019)
 KV3686
 KV3686                         *CURRENT SURVEY CONTROL
 KV3686  ______________________________________________________________________
 KV3686* NAD 83(1996) POSITION- 40 00 30.19683(N) 075 02 07.21445(W)   ADJUSTED
 KV3686* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3686  ______________________________________________________________________
 KV3686  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 KV3686  LAPLACE CORR    -          2.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3686.GEOID18 height accuracy estimate available here.
 KV3686
 KV3686.Click photographs - Photos may exist for this station.
 KV3686
 KV3686.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3686
 KV3686. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960517
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9698328688(NAD 83)
 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  USSD        -  40 00 30.12000(N)    075 02 08.48000(W) AD(       ) 3
 KV3686
 KV3686.Superseded values are not recommended for survey control.
 KV3686
 KV3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3686.See file dsdata.pdf to determine how the superseded data were derived.
 KV3686
 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 = JULY 24, 2026 22:12:30 EDT
 KV6998 ***********************************************************************
 KV6998  DESIGNATION -  CLARK 1
 KV6998  PID         -  KV6998
 KV6998  STATE/COUNTY-  NJ/UNION
 KV6998  COUNTRY     -  US
 KV6998  USGS QUAD   -  PERTH AMBOY (2016)
 KV6998
 KV6998                         *CURRENT SURVEY CONTROL
 KV6998  ______________________________________________________________________
 KV6998* NAD 83(2011) POSITION- 40 36 30.69696(N) 074 18 46.64847(W)   ADJUSTED
 KV6998* NAD 83(2011) ELLIP HT-    -3.259 (meters)        (06/27/12)   ADJUSTED
 KV6998* NAD 83(2011) EPOCH   -  2010.00
 KV6998* NAVD 88 ORTHO HEIGHT -    29.4   (meters)       96.    (feet) GPS OBS
 KV6998  ______________________________________________________________________
 KV6998  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6998  GEOID HEIGHT    -        -32.920 (meters)                     GEOID93
 KV6998  GEOID HEIGHT    -        -32.669 (meters)                     GEOID18
 KV6998  NAD 83(2011) X  -  1,311,085.039 (meters)                     COMP
 KV6998  NAD 83(2011) Y  - -4,668,386.193 (meters)                     COMP
 KV6998  NAD 83(2011) Z  -  4,129,514.311 (meters)                     COMP
 KV6998  LAPLACE CORR    -          5.22  (seconds)                    DEFLEC18
 KV6998
 KV6998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6998  Standards:
 KV6998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6998  -------------------------------------------------------------------
 KV6998  NETWORK    0.85   1.49           0.39   0.29   0.76      0.05931807
 KV6998  -------------------------------------------------------------------
 KV6998  Click here for local accuracies and other accuracy information.
 KV6998
 KV6998.The horizontal coordinates were established by GPS observations
 KV6998.and adjusted by the National Geodetic Survey in June 2012.
 KV6998
 KV6998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6998.been affixed to the stable North American tectonic plate. See 
 KV6998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6998
 KV6998.The horizontal coordinates are valid at the epoch date displayed above
 KV6998.which is a decimal equivalence of Year/Month/Day.
 KV6998
 KV6998.The orthometric height was determined by GPS observations and a
 KV6998.high-resolution geoid model.
 KV6998
 KV6998.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6998.GEOID18 height accuracy estimate available here.
 KV6998
 KV6998.Click photographs - Photos may exist for this station.
 KV6998
 KV6998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6998
 KV6998.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6998
 KV6998.The ellipsoidal height was determined by GPS observations
 KV6998.and is referenced to NAD 83.
 KV6998
 KV6998. The following values were computed from the NAD 83(2011) position.
 KV6998
 KV6998;                    North         East     Units Scale Factor Converg.
 KV6998;SPC NJ       -   197,095.594   165,827.982   MT  0.99990308   +0 07 18.3
 KV6998;SPC NJ       -   646,637.79    544,053.97   sFT  0.99990308   +0 07 18.3
 KV6998;SPC NY L     -    49,113.860   273,514.014   MT  1.00000374   -0 12 16.9
 KV6998;SPC NY L     -   161,134.39    897,353.89   sFT  1.00000374   -0 12 16.9
 KV6998;UTM  18      - 4,495,528.141   558,122.023   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5812295528(NAD 83)
 KV6998
 KV6998|---------------------------------------------------------------------|
 KV6998| PID    Reference Object                     Distance      Geod. Az  |
 KV6998|                                                           dddmmss.s |
 KV6998| KV6843 CLARK 2                             348.407 METERS 01708     |
 KV6998|---------------------------------------------------------------------|
 KV6998
 KV6998                          SUPERSEDED SURVEY CONTROL
 KV6998
 KV6998  NAD 83(2007)-  40 36 30.69714(N)    074 18 46.64919(W) AD(2002.00) 0
 KV6998  ELLIP H (02/10/07)   -3.254  (m)                       GP(2002.00)    
 KV6998  ELLIP H (10/23/02)   -3.256  (m)                       GP(       ) 4 1
 KV6998  NAD 83(1996)-  40 36 30.69733(N)    074 18 46.64941(W) AD(       ) 1
 KV6998  ELLIP H (05/14/99)   -3.249  (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)   -3.315  (m)                       GP(       ) 3 1
 KV6998
 KV6998.Superseded values are not recommended for survey control.
 KV6998
 KV6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6998.See file dsdata.pdf to determine how the superseded data were derived.
 KV6998
 KV6998_MARKER: DD = SURVEY DISK
 KV6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - September 21, 2021
 KV6998
 KV6998  HISTORY     - Date     Condition        Report By
 KV6998  HISTORY     - 1991     MONUMENTED       NJHA
 KV6998  HISTORY     - 19930429 GOOD
 KV6998  HISTORY     - 19940427 GOOD             NJGS
 KV6998  HISTORY     - 20210921 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.
 KV6998
 KV6998                          STATION RECOVERY (2021)
 KV6998
 KV6998'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6998'RECOVERED IN GOOD CONDITION, WITH ADDED NOTES, STATION IS 81.8 FT
 KV6998'(24.9 M) SOUTHWEST FROM MILEPOST '134.9 MILES' ALONG NORTHWEST EDGE OF
 KV6998'PAVEMENT OF NJSP NORTHBOUND AND 19.0 FT (5.8 M) OF AND NORMAL TO
 KV6998'NORTHWEST EDGE OF PAVEMENT OF NJSP NORTHBOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4138 ***********************************************************************
 KV4138  DESIGNATION -  CLARK 1913
 KV4138  PID         -  KV4138
 KV4138  STATE/COUNTY-  NJ/HUDSON
 KV4138  COUNTRY     -  US
 KV4138  USGS QUAD   -  ORANGE (2016)
 KV4138
 KV4138                         *CURRENT SURVEY CONTROL
 KV4138  ______________________________________________________________________
 KV4138* NAD 83(1996) POSITION- 40 45 03.06607(N) 074 09 44.47899(W)   ADJUSTED
 KV4138* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV4138  ______________________________________________________________________
 KV4138  GEOID HEIGHT    -        -32.288 (meters)                     GEOID18
 KV4138  LAPLACE CORR    -          5.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4138.GEOID18 height accuracy estimate available here.
 KV4138
 KV4138.Click photographs - Photos may exist for this station.
 KV4138
 KV4138.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4138
 KV4138. The following values were computed from the NAD 83(1996) position.
 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 32.7
 KV4138:SPC NY L     -  PROS                                     336 49 08.5
 KV4138:UTM  18      -  PROS                                     336 09 57.7
 KV4138
 KV4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7071211437(NAD 83)
 KV4138
 KV4138|---------------------------------------------------------------------|
 KV4138| PID    Reference Object                     Distance      Geod. Az  |
 KV4138|                                                           dddmmss.s |
 KV4138| KV4160 PROS                                APPROX. 1.7 KM 3364246.2 |
 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  USSD        -  40 45 03.07600(N)    074 09 45.84700(W) AD(       ) 3
 KV4138
 KV4138.Superseded values are not recommended for survey control.
 KV4138
 KV4138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4138.See file dsdata.pdf to determine how the superseded data were derived.
 KV4138
 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 = JULY 24, 2026 22:12:30 EDT
 KV6386 ***********************************************************************
 KV6386  DESIGNATION -  CLEAT
 KV6386  PID         -  KV6386
 KV6386  STATE/COUNTY-  NJ/BURLINGTON
 KV6386  COUNTRY     -  US
 KV6386  USGS QUAD   -  BRISTOL (2019)
 KV6386
 KV6386                         *CURRENT SURVEY CONTROL
 KV6386  ______________________________________________________________________
 KV6386* NAD 83(1996) POSITION- 40 07 24.98395(N) 074 46 30.22185(W)   NO CHECK
 KV6386* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6386  ______________________________________________________________________
 KV6386  GEOID HEIGHT    -        -32.855 (meters)                     GEOID18
 KV6386  LAPLACE CORR    -          3.76  (seconds)                    DEFLEC18
 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
 KV6386.No horizontal observational check was made to the station.
 KV6386
 KV6386.The orthometric height was scaled from a topographic map.
 KV6386
 KV6386.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6386.GEOID18 height accuracy estimate available here.
 KV6386
 KV6386.Click photographs - Photos may exist for this station.
 KV6386
 KV6386.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6386
 KV6386. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000505  x   0.99990676  =   0.99991181
 KV6386!SPC PA S     -   1.00000505  x   0.99997570  =   0.99998075
 KV6386!UTM  18      -   1.00000505  x   0.99960452  =   0.99960956
 KV6386
 KV6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1916641500(NAD 83)
 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
 KV6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6386.See file dsdata.pdf to determine how the superseded data were derived.
 KV6386
 KV6386_MARKER: Z = SEE DESCRIPTION
 KV6386_SETTING: 0 = UNSPECIFIED SETTING
 KV6386_MARK LOGO: USACE
 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       USACE
 KV6386
 KV6386                          STATION DESCRIPTION
 KV6386
 KV6386'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KU3903 ***********************************************************************
 KU3903  DESIGNATION -  CLIFFSIDE
 KU3903  PID         -  KU3903
 KU3903  STATE/COUNTY-  NJ/BERGEN
 KU3903  COUNTRY     -  US
 KU3903  USGS QUAD   -  CENTRAL PARK (2019)
 KU3903
 KU3903                         *CURRENT SURVEY CONTROL
 KU3903  ______________________________________________________________________
 KU3903* NAD 83(1996) POSITION- 40 49 04.43889(N) 073 58 59.49725(W)   ADJUSTED
 KU3903* NAVD 88 ORTHO HEIGHT -    61.    (meters)      200.    (feet) SCALED
 KU3903  ______________________________________________________________________
 KU3903  GEOID HEIGHT    -        -31.672 (meters)                     GEOID18
 KU3903  LAPLACE CORR    -          6.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3903.GEOID18 height accuracy estimate available here.
 KU3903
 KU3903.Click photographs - Photos may exist for this station.
 KU3903
 KU3903.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3903
 KU3903. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KU3903:SPC NJ       -  MANHATTAN GRANTS TOMB DOME               105 50 45.9
 KU3903:SPC NY L     -  MANHATTAN GRANTS TOMB DOME               106 10 22.4
 KU3903:UTM  18      -  MANHATTAN GRANTS TOMB DOME               105 31 09.1
 KU3903
 KU3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8575019039(NAD 83)
 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
 KU3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3903.See file dsdata.pdf to determine how the superseded data were derived.
 KU3903
 KU3903_MARKER: DS = TRIANGULATION STATION DISK
 KU3903_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU3903_SP_SET: CURB
 KU3903_STAMPING: CLIFFSIDE 1932
 KU3903_MARK LOGO: CGS
 KU3903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5104 ***********************************************************************
 KV5104  DESIGNATION -  CLIFFWOOD WATER STORAGE TANK
 KV5104  PID         -  KV5104
 KV5104  STATE/COUNTY-  NJ/MIDDLESEX
 KV5104  COUNTRY     -  US
 KV5104  USGS QUAD   -  KEYPORT (2016)
 KV5104
 KV5104                         *CURRENT SURVEY CONTROL
 KV5104  ______________________________________________________________________
 KV5104* NAD 83(1996) POSITION- 40 26 34.47677(N) 074 13 02.83300(W)   ADJUSTED
 KV5104  ______________________________________________________________________
 KV5104  GEOID HEIGHT    -        -32.380 (meters)                     GEOID18
 KV5104  LAPLACE CORR    -          1.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5104.GEOID18 height accuracy estimate available here.
 KV5104
 KV5104.Click photographs - Photos may exist for this station.
 KV5104
 KV5104.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5104
 KV5104. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6636477211(NAD 83)
 KV5104
 KV5104                          SUPERSEDED SURVEY CONTROL
 KV5104
 KV5104  NAD 83(1996)-  40 26 34.47616(N)    074 13 02.83239(W) AD(       ) 3
 KV5104  NAD 83(1986)-  40 26 34.47720(N)    074 13 02.83018(W) AD(       ) 3
 KV5104  NAD 27      -  40 26 34.08500(N)    074 13 04.31400(W) AD(       ) 3
 KV5104  USSD        -  40 26 34.44600(N)    074 13 04.18800(W) AD(       ) 3
 KV5104
 KV5104.Superseded values are not recommended for survey control.
 KV5104
 KV5104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5104.See file dsdata.pdf to determine how the superseded data were derived.
 KV5104
 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 = JULY 24, 2026 22:12:30 EDT
 KV6844 ***********************************************************************
 KV6844  DESIGNATION -  CLIFTON 1
 KV6844  PID         -  KV6844
 KV6844  STATE/COUNTY-  NJ/PASSAIC
 KV6844  COUNTRY     -  US
 KV6844  USGS QUAD   -  PATERSON (2016)
 KV6844
 KV6844                         *CURRENT SURVEY CONTROL
 KV6844  ______________________________________________________________________
 KV6844* NAD 83(2011) POSITION- 40 53 05.59642(N) 074 09 40.40789(W)   ADJUSTED
 KV6844* NAD 83(2011) ELLIP HT-    21.653 (meters)        (06/27/12)   ADJUSTED
 KV6844* NAD 83(2011) EPOCH   -  2010.00
 KV6844* NAVD 88 ORTHO HEIGHT -    53.9   (meters)      177.    (feet) GPS OBS
 KV6844  ______________________________________________________________________
 KV6844  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6844  GEOID HEIGHT    -        -32.430 (meters)                     GEOID90
 KV6844  GEOID HEIGHT    -        -32.230 (meters)                     GEOID18
 KV6844  NAD 83(2011) X  -  1,317,981.370 (meters)                     COMP
 KV6844  NAD 83(2011) Y  - -4,645,644.817 (meters)                     COMP
 KV6844  NAD 83(2011) Z  -  4,152,781.109 (meters)                     COMP
 KV6844  LAPLACE CORR    -          4.68  (seconds)                    DEFLEC18
 KV6844
 KV6844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6844  Standards:
 KV6844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6844  -------------------------------------------------------------------
 KV6844  NETWORK    0.65   1.04           0.25   0.28   0.53     -0.06906177
 KV6844  -------------------------------------------------------------------
 KV6844  Click here for local accuracies and other accuracy information.
 KV6844
 KV6844.The horizontal coordinates were established by GPS observations
 KV6844.and adjusted by the National Geodetic Survey in June 2012.
 KV6844
 KV6844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6844.been affixed to the stable North American tectonic plate. See 
 KV6844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6844
 KV6844.The horizontal coordinates are valid at the epoch date displayed above
 KV6844.which is a decimal equivalence of Year/Month/Day.
 KV6844
 KV6844.The orthometric height was determined by GPS observations and a
 KV6844.high-resolution geoid model.
 KV6844
 KV6844.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6844.GEOID18 height accuracy estimate available here.
 KV6844
 KV6844.Click photographs - Photos may exist for this station.
 KV6844
 KV6844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6844
 KV6844.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6844
 KV6844.The ellipsoidal height was determined by GPS observations
 KV6844.and is referenced to NAD 83.
 KV6844
 KV6844. The following values were computed from the NAD 83(2011) position.
 KV6844
 KV6844;                    North         East     Units Scale Factor Converg.
 KV6844;SPC NJ       -   227,820.568   178,549.647   MT  0.99991003   +0 13 18.3
 KV6844;SPC NJ       -   747,441.31    585,791.63   sFT  0.99991003   +0 13 18.3
 KV6844;UTM  18      - 4,526,317.228   570,665.264   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 24.4
 KV6844:UTM  18      -  CLIFTON 2                                079 25 46.2
 KV6844
 KV6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7066526317(NAD 83)
 KV6844
 KV6844|---------------------------------------------------------------------|
 KV6844| PID    Reference Object                     Distance      Geod. Az  |
 KV6844|                                                           dddmmss.s |
 KV6844| KV6845 CLIFTON 2                           APPROX. 0.6 KM 0795842.7 |
 KV6844|---------------------------------------------------------------------|
 KV6844
 KV6844                          SUPERSEDED SURVEY CONTROL
 KV6844
 KV6844  NAD 83(2007)-  40 53 05.59662(N)    074 09 40.40865(W) AD(2002.00) 0
 KV6844  ELLIP H (02/10/07)   21.671  (m)                       GP(2002.00)    
 KV6844  ELLIP H (10/23/02)   21.671  (m)                       GP(       ) 4 1
 KV6844  NAD 83(1996)-  40 53 05.59677(N)    074 09 40.40929(W) AD(       ) 1
 KV6844  ELLIP H (05/14/99)   21.682  (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
 KV6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6844.See file dsdata.pdf to determine how the superseded data were derived.
 KV6844
 KV6844_MARKER: DD = SURVEY DISK
 KV6844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - January 06, 2009
 KV6844
 KV6844  HISTORY     - Date     Condition        Report By
 KV6844  HISTORY     - 1991     MONUMENTED       NJDT
 KV6844  HISTORY     - 19920422 GOOD             NJGS
 KV6844  HISTORY     - 20090106 GOOD             INDIV
 KV6844  HISTORY     - 20210927 MARK NOT FOUND   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.
 KV6844
 KV6844                          STATION RECOVERY (2009)
 KV6844
 KV6844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFS)
 KV6844'RECOVERED AS DESCRIBED
 KV6844
 KV6844                          STATION RECOVERY (2021)
 KV6844
 KV6844'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6844'NOT FOUND, THE TIES FROM THE DATA SHEET ARE VAGUE AND OF NO USE.  THE
 KV6844'COORDINATES PUT LOCATION OF MONUMENT IN WHAT IS NOW A WOODED AREA,
 KV6844'WITH HEAVY UNDERGROWTH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6845 ***********************************************************************
 KV6845  DESIGNATION -  CLIFTON 2
 KV6845  PID         -  KV6845
 KV6845  STATE/COUNTY-  NJ/PASSAIC
 KV6845  COUNTRY     -  US
 KV6845  USGS QUAD   -  PATERSON (2016)
 KV6845
 KV6845                         *CURRENT SURVEY CONTROL
 KV6845  ______________________________________________________________________
 KV6845* NAD 83(2011) POSITION- 40 53 09.06544(N) 074 09 14.53541(W)   ADJUSTED
 KV6845* NAD 83(2011) ELLIP HT-     5.729 (meters)        (06/27/12)   ADJUSTED
 KV6845* NAD 83(2011) EPOCH   -  2010.00
 KV6845* NAVD 88 ORTHO HEIGHT -    37.9   (meters)      124.    (feet) GPS OBS
 KV6845  ______________________________________________________________________
 KV6845  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6845  GEOID HEIGHT    -        -32.410 (meters)                     GEOID90
 KV6845  GEOID HEIGHT    -        -32.212 (meters)                     GEOID18
 KV6845  NAD 83(2011) X  -  1,318,541.666 (meters)                     COMP
 KV6845  NAD 83(2011) Y  - -4,645,400.498 (meters)                     COMP
 KV6845  NAD 83(2011) Z  -  4,152,851.589 (meters)                     COMP
 KV6845  LAPLACE CORR    -          5.12  (seconds)                    DEFLEC18
 KV6845
 KV6845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6845  Standards:
 KV6845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6845  -------------------------------------------------------------------
 KV6845  NETWORK    0.59   0.96           0.24   0.24   0.49     -0.04281255
 KV6845  -------------------------------------------------------------------
 KV6845  Click here for local accuracies and other accuracy information.
 KV6845
 KV6845.The horizontal coordinates were established by GPS observations
 KV6845.and adjusted by the National Geodetic Survey in June 2012.
 KV6845
 KV6845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6845.been affixed to the stable North American tectonic plate. See 
 KV6845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6845
 KV6845.The horizontal coordinates are valid at the epoch date displayed above
 KV6845.which is a decimal equivalence of Year/Month/Day.
 KV6845
 KV6845.The orthometric height was determined by GPS observations and a
 KV6845.high-resolution geoid model.
 KV6845
 KV6845.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6845.GEOID18 height accuracy estimate available here.
 KV6845
 KV6845.Click photographs - Photos may exist for this station.
 KV6845
 KV6845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6845
 KV6845.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6845
 KV6845.The ellipsoidal height was determined by GPS observations
 KV6845.and is referenced to NAD 83.
 KV6845
 KV6845. The following values were computed from the NAD 83(2011) position.
 KV6845
 KV6845;                    North         East     Units Scale Factor Converg.
 KV6845;SPC NJ       -   227,929.937   179,154.879   MT  0.99991046   +0 13 35.2
 KV6845;SPC NJ       -   747,800.13    587,777.30   sFT  0.99991046   +0 13 35.2
 KV6845;UTM  18      - 4,526,430.025   571,269.711   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 24.4
 KV6845:UTM  18      -  CLIFTON 1                                259 25 46.1
 KV6845
 KV6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7126926430(NAD 83)
 KV6845
 KV6845|---------------------------------------------------------------------|
 KV6845| PID    Reference Object                     Distance      Geod. Az  |
 KV6845|                                                           dddmmss.s |
 KV6845| KV6844 CLIFTON 1                           APPROX. 0.6 KM 2595859.6 |
 KV6845|---------------------------------------------------------------------|
 KV6845
 KV6845                          SUPERSEDED SURVEY CONTROL
 KV6845
 KV6845  NAD 83(2007)-  40 53 09.06564(N)    074 09 14.53617(W) AD(2002.00) 0
 KV6845  ELLIP H (02/10/07)    5.746  (m)                       GP(2002.00)    
 KV6845  ELLIP H (10/23/02)    5.747  (m)                       GP(       ) 4 1
 KV6845  NAD 83(1996)-  40 53 09.06579(N)    074 09 14.53688(W) AD(       ) 1
 KV6845  ELLIP H (05/14/99)    5.757  (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
 KV6845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6845.See file dsdata.pdf to determine how the superseded data were derived.
 KV6845
 KV6845_MARKER: DD = SURVEY DISK
 KV6845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - September 10, 2021
 KV6845
 KV6845  HISTORY     - Date     Condition        Report By
 KV6845  HISTORY     - 1991     MONUMENTED       NJDT
 KV6845  HISTORY     - 19920422 GOOD             NJGS
 KV6845  HISTORY     - 20210910 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.
 KV6845
 KV6845                          STATION RECOVERY (2021)
 KV6845
 KV6845'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4275 ***********************************************************************
 KV4275  DESIGNATION -  CLINIC
 KV4275  PID         -  KV4275
 KV4275  STATE/COUNTY-  NJ/HUDSON
 KV4275  COUNTRY     -  US
 KV4275  USGS QUAD   -  JERSEY CITY (2019)
 KV4275
 KV4275                         *CURRENT SURVEY CONTROL
 KV4275  ______________________________________________________________________
 KV4275* NAD 83(1996) POSITION- 40 44 03.78176(N) 074 02 57.90879(W)   ADJUSTED
 KV4275* NAVD 88 ORTHO HEIGHT -    34.    (meters)      112.    (feet) SCALED
 KV4275  ______________________________________________________________________
 KV4275  GEOID HEIGHT    -        -31.951 (meters)                     GEOID18
 KV4275  LAPLACE CORR    -          6.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4275.GEOID18 height accuracy estimate available here.
 KV4275
 KV4275.Click photographs - Photos may exist for this station.
 KV4275
 KV4275.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4275
 KV4275. The following values were computed from the NAD 83(1996) position.
 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       -  JERSEY CITY HUDSON CO CTHSE              245 27 37.3
 KV4275:SPC NY L     -  JERSEY CITY HUDSON CO CTHSE              245 47 12.2
 KV4275:UTM  18      -  JERSEY CITY HUDSON CO CTHSE              245 08 02.6
 KV4275
 KV4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8026509706(NAD 83)
 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
 KV4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4275.See file dsdata.pdf to determine how the superseded data were derived.
 KV4275
 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 = JULY 24, 2026 22:12:30 EDT
 JU4365 ***********************************************************************
 JU4365  DESIGNATION -  CLOVER
 JU4365  PID         -  JU4365
 JU4365  STATE/COUNTY-  NJ/ATLANTIC
 JU4365  COUNTRY     -  US
 JU4365  USGS QUAD   -  MAYS LANDING (2019)
 JU4365
 JU4365                         *CURRENT SURVEY CONTROL
 JU4365  ______________________________________________________________________
 JU4365* NAD 83(2011) POSITION- 39 28 33.55757(N) 074 42 40.82222(W)   ADJUSTED
 JU4365* NAD 83(2011) ELLIP HT-   -20.574 (meters)        (06/27/12)   ADJUSTED
 JU4365* NAD 83(2011) EPOCH   -  2010.00
 JU4365* NAVD 88 ORTHO HEIGHT -    13.3   (meters)       44.    (feet) GPS OBS
 JU4365  ______________________________________________________________________
 JU4365  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4365  GEOID HEIGHT    -        -34.140 (meters)                     GEOID93
 JU4365  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 JU4365  NAD 83(2011) X  -  1,299,922.745 (meters)                     COMP
 JU4365  NAD 83(2011) Y  - -4,755,414.806 (meters)                     COMP
 JU4365  NAD 83(2011) Z  -  4,033,233.007 (meters)                     COMP
 JU4365  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 JU4365
 JU4365  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4365  Standards:
 JU4365         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4365            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4365  -------------------------------------------------------------------
 JU4365  NETWORK    0.45   0.86           0.20   0.16   0.44     -0.05432766
 JU4365  -------------------------------------------------------------------
 JU4365  Click here for local accuracies and other accuracy information.
 JU4365
 JU4365.The horizontal coordinates were established by GPS observations
 JU4365.and adjusted by the National Geodetic Survey in June 2012.
 JU4365
 JU4365.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4365.been affixed to the stable North American tectonic plate. See 
 JU4365.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4365
 JU4365.The horizontal coordinates are valid at the epoch date displayed above
 JU4365.which is a decimal equivalence of Year/Month/Day.
 JU4365
 JU4365.The orthometric height was determined by GPS observations and a
 JU4365.high-resolution geoid model.
 JU4365
 JU4365.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4365.GEOID18 height accuracy estimate available here.
 JU4365
 JU4365.Click photographs - Photos may exist for this station.
 JU4365
 JU4365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4365
 JU4365.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4365
 JU4365.The ellipsoidal height was determined by GPS observations
 JU4365.and is referenced to NAD 83.
 JU4365
 JU4365. The following values were computed from the NAD 83(2011) position.
 JU4365
 JU4365;                    North         East     Units Scale Factor Converg.
 JU4365;SPC NJ       -    71,360.725   131,817.524   MT  0.99990407   -0 08 03.7
 JU4365;SPC NJ       -   234,122.65    432,471.33   sFT  0.99990407   -0 08 03.7
 JU4365;UTM  18      - 4,369,639.431   524,827.303   MT  0.99960759   +0 11 00.7
 JU4365
 JU4365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4365!SPC NJ       -   1.00000323  x   0.99990407  =   0.99990730
 JU4365!UTM  18      -   1.00000323  x   0.99960759  =   0.99961082
 JU4365
 JU4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2482769639(NAD 83)
 JU4365
 JU4365                          SUPERSEDED SURVEY CONTROL
 JU4365
 JU4365  NAD 83(2007)-  39 28 33.55795(N)    074 42 40.82295(W) AD(2002.00) 0
 JU4365  ELLIP H (02/10/07)  -20.565  (m)                       GP(2002.00)    
 JU4365  ELLIP H (10/23/02)  -20.552  (m)                       GP(       ) 4 1
 JU4365  NAD 83(1996)-  39 28 33.55775(N)    074 42 40.82305(W) AD(       ) 1
 JU4365  ELLIP H (05/14/99)  -20.528  (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
 JU4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4365.See file dsdata.pdf to determine how the superseded data were derived.
 JU4365
 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  HISTORY     - 20080109 MARK NOT FOUND   NJGS
 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.
 JU4365
 JU4365                          STATION RECOVERY (2008)
 JU4365
 JU4365'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 JU4365'THE BRIDGE HAS BEEN REPLACED WITH A NEW STRUCTURE.  THE MARK IS LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2943 ***********************************************************************
 JU2943  DESIGNATION -  CLUB
 JU2943  PID         -  JU2943
 JU2943  STATE/COUNTY-  NJ/CAPE MAY
 JU2943  COUNTRY     -  US
 JU2943  USGS QUAD   -  STONE HARBOR (2019)
 JU2943
 JU2943                         *CURRENT SURVEY CONTROL
 JU2943  ______________________________________________________________________
 JU2943* NAD 83(1996) POSITION- 39 03 24.85385(N) 074 45 49.08384(W)   ADJUSTED
 JU2943* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2943  ______________________________________________________________________
 JU2943  GEOID HEIGHT    -        -35.321 (meters)                     GEOID18
 JU2943  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2943.GEOID18 height accuracy estimate available here.
 JU2943
 JU2943.Click photographs - Photos may exist for this station.
 JU2943
 JU2943.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2943
 JU2943. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000545  x   0.99990641  =   0.99991186
 JU2943!UTM  18      -   1.00000545  x   0.99960515  =   0.99961060
 JU2943
 JU2943:                Primary Azimuth Mark                     Grid Az
 JU2943:SPC NJ       -  CHANNEL                                  302 47 33.0
 JU2943:UTM  18      -  CHANNEL                                  302 28 38.8
 JU2943
 JU2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2045023117(NAD 83)
 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
 JU2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2943.See file dsdata.pdf to determine how the superseded data were derived.
 JU2943
 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 = JULY 24, 2026 22:12:30 EDT
 JU0446 ***********************************************************************
 JU0446  DESIGNATION -  CLUB 2
 JU0446  PID         -  JU0446
 JU0446  STATE/COUNTY-  NJ/CAPE MAY
 JU0446  COUNTRY     -  US
 JU0446  USGS QUAD   -  STONE HARBOR (2019)
 JU0446
 JU0446                         *CURRENT SURVEY CONTROL
 JU0446  ______________________________________________________________________
 JU0446* NAD 83(1996) POSITION- 39 03 24.99698(N) 074 45 48.48254(W)   ADJUSTED
 JU0446* NAVD 88 ORTHO HEIGHT -     0.988 (meters)        3.24  (feet) ADJUSTED
 JU0446  ______________________________________________________________________
 JU0446  GEOID HEIGHT    -        -35.321 (meters)                     GEOID18
 JU0446  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 JU0446  DYNAMIC HEIGHT  -          0.987 (meters)        3.24  (feet) COMP
 JU0446  MODELED GRAVITY -    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 and
 JU0446.adjusted by the NATIONAL GEODETIC SURVEY
 JU0446.in March 2001.
 JU0446
 JU0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0446.GEOID18 height accuracy estimate available here.
 JU0446
 JU0446.Click photographs - Photos may exist for this station.
 JU0446
 JU0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000539  x   0.99990640  =   0.99991179
 JU0446!UTM  18      -   1.00000539  x   0.99960516  =   0.99961054
 JU0446
 JU0446:                Primary Azimuth Mark                     Grid Az
 JU0446:SPC NJ       -  CHANNEL                                  302 07 28.1
 JU0446:UTM  18      -  CHANNEL                                  301 48 34.0
 JU0446
 JU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2046523122(NAD 83)
 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) SUPERSEDED  2 0
 JU0446  NGVD 29 (04/16/92)    1.402  (m)            4.60   (f) ADJUSTED    2 0
 JU0446  NGVD 29 (??/??/87)    1.420  (m)            4.66   (f) SUPERSEDED  2 0
 JU0446  NGVD 29               1.42   (m)            4.7    (f) LEVELING    3  
 JU0446
 JU0446.Superseded values are not recommended for survey control.
 JU0446
 JU0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0446.See file dsdata.pdf to determine how the superseded data were derived.
 JU0446
 JU0446_MARKER: DS = TRIANGULATION STATION DISK
 JU0446_SETTING: 7 = 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  HISTORY     - 20060818 MARK NOT FOUND   USGS
 JU0446  HISTORY     - 20190903 GOOD             PROFLN
 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
 JU0446
 JU0446                          STATION RECOVERY (2006)
 JU0446
 JU0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 JU0446'ROADWAY, ALL CURBS AND SIDEWALKS HAVE BEEN REMOVED BY HEAVY MACHINERY
 JU0446'AND REPLACED
 JU0446
 JU0446                          STATION RECOVERY (2019)
 JU0446
 JU0446'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 JU0446'THE MARK IS 43 FT (13.1 M) SOUTHEAST OF THE INNER OR LANDWARD FACE OF
 JU0446'THE SEAWALL, IN LINE WITH THE NORTHWEST OR SEAWARD (REAR) FACE OF THE
 JU0446'DECK OF HOUSE 9425 SUNSET, 1 FT (0.3 M) SOUTHWEST OF THE SOUTHWEST
 JU0446'EDGE OF SIDEWALK, FLUSH WITH THE SIDEWALK AND SURROUNDING GRAVEL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6349 ***********************************************************************
 KV6349  DESIGNATION -  CLUB 2
 KV6349  PID         -  KV6349
 KV6349  STATE/COUNTY-  NJ/MONMOUTH
 KV6349  COUNTRY     -  US
 KV6349  USGS QUAD   -  ASBURY PARK (2019)
 KV6349
 KV6349                         *CURRENT SURVEY CONTROL
 KV6349  ______________________________________________________________________
 KV6349* NAD 83(2011) POSITION- 40 10 42.71444(N) 074 02 16.24035(W)   ADJUSTED
 KV6349* NAD 83(2011) ELLIP HT-   -30.489 (meters)        (06/27/12)   ADJUSTED
 KV6349* NAD 83(2011) EPOCH   -  2010.00
 KV6349* NAVD 88 ORTHO HEIGHT -     2.399 (meters)        7.87  (feet) ADJUSTED
 KV6349  ______________________________________________________________________
 KV6349  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 KV6349  NAD 83(2011) X  -  1,341,989.118 (meters)                     COMP
 KV6349  NAD 83(2011) Y  - -4,691,766.017 (meters)                     COMP
 KV6349  NAD 83(2011) Z  -  4,093,131.720 (meters)                     COMP
 KV6349  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 KV6349  DYNAMIC HEIGHT  -          2.398 (meters)        7.87  (feet) COMP
 KV6349  MODELED GRAVITY -    980,167.0   (mgal)                       NAVD 88
 KV6349
 KV6349  VERT ORDER      -  FIRST     CLASS II
 KV6349
 KV6349  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6349  Standards:
 KV6349         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6349            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6349  -------------------------------------------------------------------
 KV6349  NETWORK    0.37   0.61           0.17   0.13   0.31      0.08171152
 KV6349  -------------------------------------------------------------------
 KV6349  Click here for local accuracies and other accuracy information.
 KV6349
 KV6349.The horizontal coordinates were established by GPS observations
 KV6349.and adjusted by the National Geodetic Survey in June 2012.
 KV6349
 KV6349.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6349.been affixed to the stable North American tectonic plate. See 
 KV6349.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6349
 KV6349.The horizontal coordinates are valid at the epoch date displayed above
 KV6349.which is a decimal equivalence of Year/Month/Day.
 KV6349
 KV6349.The orthometric height was determined by differential leveling and
 KV6349.adjusted by the NATIONAL GEODETIC SURVEY
 KV6349.in June 1991.
 KV6349
 KV6349.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6349.GEOID18 height accuracy estimate available here.
 KV6349
 KV6349.Click photographs - Photos may exist for this station.
 KV6349
 KV6349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6349
 KV6349.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6349
 KV6349.The ellipsoidal height was determined by GPS observations
 KV6349.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6349
 KV6349;                    North         East     Units Scale Factor Converg.
 KV6349;SPC NJ       -   149,438.356   189,358.401   MT  0.99991906   +0 17 53.4
 KV6349;SPC NJ       -   490,282.34    621,253.35   sFT  0.99991906   +0 17 53.4
 KV6349;UTM  18      - 4,448,016.576   581,915.664   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:                Primary Azimuth Mark                     Grid Az
 KV6349:SPC NJ       -  853 2371 D TIDAL                         229 23 58.0
 KV6349:UTM  18      -  853 2371 D TIDAL                         229 04 36.6
 KV6349
 KV6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8191548016(NAD 83)
 KV6349
 KV6349|---------------------------------------------------------------------|
 KV6349| PID    Reference Object                     Distance      Geod. Az  |
 KV6349|                                                           dddmmss.s |
 KV6349| KV5154 CLUB                                 34.317 METERS 05132     |
 KV6349| KV6264 853 2371 D TIDAL                    433.472 METERS 2294151.4 |
 KV6349| CS4784 CLUB 1935 RM 2                       16.456 METERS 26336     |
 KV6349|---------------------------------------------------------------------|
 KV6349
 KV6349                          SUPERSEDED SURVEY CONTROL
 KV6349
 KV6349  NAD 83(2007)-  40 10 42.71486(N)    074 02 16.24081(W) AD(2002.00) 0
 KV6349  ELLIP H (02/10/07)  -30.481  (m)                       GP(2002.00)    
 KV6349  ELLIP H (10/23/02)  -30.462  (m)                       GP(       ) 4 1
 KV6349  NAD 83(1996)-  40 10 42.71466(N)    074 02 16.24075(W) AD(       ) 1
 KV6349  NAD 83(1992)-  40 10 42.71414(N)    074 02 16.24353(W) AD(       ) 1
 KV6349  ELLIP H (05/22/95)  -30.416  (m)                       GP(       ) 3 1
 KV6349  NAD 83(1986)-  40 10 42.71252(N)    074 02 16.23505(W) AD(       ) 3
 KV6349  NAVD 88               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
 KV6349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6349.See file dsdata.pdf to determine how the superseded data were derived.
 KV6349
 KV6349_MARKER: DB = BENCH MARK DISK
 KV6349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU0447 ***********************************************************************
 JU0447  DESIGNATION -  CLUB 2 RM 1
 JU0447  PID         -  JU0447
 JU0447  STATE/COUNTY-  NJ/CAPE MAY
 JU0447  COUNTRY     -  US
 JU0447  USGS QUAD   -  STONE HARBOR (2019)
 JU0447
 JU0447                         *CURRENT SURVEY CONTROL
 JU0447  ______________________________________________________________________
 JU0447* NAD 83(1986) POSITION- 39 03 24.28   (N) 074 45 46.95   (W)   HD_HELD1
 JU0447* NAVD 88 ORTHO HEIGHT -     1.095 (meters)        3.59  (feet) ADJUSTED
 JU0447  ______________________________________________________________________
 JU0447  GEOID HEIGHT    -        -35.322 (meters)                     GEOID18
 JU0447  DYNAMIC HEIGHT  -          1.094 (meters)        3.59  (feet) COMP
 JU0447  MODELED GRAVITY -    980,060.2   (mgal)                       NAVD 88
 JU0447
 JU0447  VERT ORDER      -  FIRST     CLASS II
 JU0447
 JU0447.The horizontal coordinates were determined by differentially corrected
 JU0447.hand held GPS observations or other comparable positioning techniques
 JU0447.and have an estimated accuracy of +/- 3 meters.
 JU0447
 JU0447.The orthometric height was determined by differential leveling and
 JU0447.adjusted by the NATIONAL GEODETIC SURVEY
 JU0447.in August 2014.
 JU0447
 JU0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0447.GEOID18 height accuracy estimate available here.
 JU0447
 JU0447.Click photographs - Photos may exist for this station.
 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       -    24,832.3     127,234.1     MT  (+/- 3 meters HH1 GPS) 
 JU0447
 JU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2050223100(NAD 83)
 JU0447
 JU0447                          SUPERSEDED SURVEY CONTROL
 JU0447
 JU0447  NAVD 88 (03/01/01)    1.102  (m)            3.62   (f) SUPERSEDED  1 2
 JU0447  NAVD 88 (06/15/91)    1.118  (m)            3.67   (f) SUPERSEDED  2 0
 JU0447  NGVD 29 (04/16/92)    1.518  (m)            4.98   (f) ADJUSTED    2 0
 JU0447  NGVD 29 (??/??/87)    1.536  (m)            5.04   (f) SUPERSEDED  2 0
 JU0447
 JU0447.Superseded values are not recommended for survey control.
 JU0447
 JU0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0447.See file dsdata.pdf to determine how the superseded data were derived.
 JU0447
 JU0447_MARKER: DR = REFERENCE MARK DISK
 JU0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0447_STAMPING: CLUB 2 NO 1 1939
 JU0447_MARK LOGO: CGS
 JU0447_PROJECTION: RECESSED 20 CENTIMETERS
 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 - February 24, 2021
 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  HISTORY     - 20130613 GOOD             NJGS
 JU0447  HISTORY     - 20210224 GOOD             PROFLN
 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.
 JU0447
 JU0447                          STATION RECOVERY (2013)
 JU0447
 JU0447'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 JU0447'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHEAST OF
 JU0447'WILDWOOD, 3.9 MI (6.3 KM) SOUTHWEST OF AVALON.  THE STATION IS LOCATED
 JU0447'IN THE BOROUGH OF STONE HARBOR.
 JU0447'
 JU0447'THE STATION IS AT THE NORTHEAST CORNER OF THE INTERSECTION OF SUNSET
 JU0447'DRIVE AND 95TH STREET, SET ABOUT 8 INCHES (20 CM) BELOW THE GROUND IN
 JU0447'THE FRONT YARD OF HOUSE NO. 396.
 JU0447'
 JU0447'THE STATION IS 9.3 FT (2.8 M) SOUTH-SOUTHEAST FROM WOOD UTILITY POLE
 JU0447'NUMBER W6321, 11.5 FT (3.5 M) NORTHEAST FROM THE NORTHEAST CURB OF
 JU0447'95TH STREET, 11.4 FT (3.5 M) SOUTHEAST FROM THE SOUTHEAST CURB OF
 JU0447'SUNSET DRIVE, 31.7 FT (9.7 M) WEST OF THE SOUTH CORNER OF HOUSE NUMBER
 JU0447'396, 2.1 FT (0.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK,
 JU0447'2.1 FT (0.6 M) NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK AND
 JU0447'10.0 FT (3.0 M) NORTH FROM A METAL POLE WITH STOP SIGN ATTACHED.
 JU0447
 JU0447                          STATION RECOVERY (2021)
 JU0447
 JU0447'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (JRO)
 JU0447'THE MARK IS EASIER TO RECOVER, SHALLOWER, THAN BEFORE NOW THAT A
 JU0447'HANDICAPPED RAMP HAS BEEN INSTALLED AT THE STREET CORNER.  THE
 JU0447'SIDEWALK GRADES AND ADJOINING GROUND HAVE BEEN LOWERED TO ACCOMMODATE
 JU0447'THE GRADE OF THE RAMP.  THE MARK IS ABOUT 4 INCHES (10 CM) BELOW
 JU0447'SURROUNDING GRASS UNDER A 6 INCH (15 CM) DIAMETER VALVE BOX PLACED
 JU0447'THIS DATE, RECOVERABLE FROM 2013 NOTE BY RJK.  BE PREPARED TO JUSTIFY
 JU0447'USE OF THE MARK TO PROPERTY OWNER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4897 ***********************************************************************
 KV4897  DESIGNATION -  CLYNES
 KV4897  PID         -  KV4897
 KV4897  STATE/COUNTY-  NJ/MORRIS
 KV4897  COUNTRY     -  US
 KV4897  USGS QUAD   -  CHATHAM (2019)
 KV4897
 KV4897                         *CURRENT SURVEY CONTROL
 KV4897  ______________________________________________________________________
 KV4897* NAD 83(1996) POSITION- 40 41 01.20429(N) 074 28 42.15208(W)   ADJUSTED
 KV4897* NAVD 88 ORTHO HEIGHT -   128.    (meters)      420.    (feet) SCALED
 KV4897  ______________________________________________________________________
 KV4897  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 KV4897  LAPLACE CORR    -          3.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4897.GEOID18 height accuracy estimate available here.
 KV4897
 KV4897.Click photographs - Photos may exist for this station.
 KV4897
 KV4897.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4897
 KV4897. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960906
 KV4897
 KV4897:                Primary Azimuth Mark                     Grid Az
 KV4897:SPC NJ       -  MT KEMBLE RESET                          338 43 43.0
 KV4897:UTM  18      -  MT KEMBLE RESET                          338 24 09.5
 KV4897
 KV4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4407803772(NAD 83)
 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
 KV4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4897.See file dsdata.pdf to determine how the superseded data were derived.
 KV4897
 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 = JULY 24, 2026 22:12:30 EDT
 KV4002 ***********************************************************************
 KV4002  DESIGNATION -  COAL
 KV4002  PID         -  KV4002
 KV4002  STATE/COUNTY-  NJ/BERGEN
 KV4002  COUNTRY     -  US
 KV4002  USGS QUAD   -  WEEHAWKEN (2016)
 KV4002
 KV4002                         *CURRENT SURVEY CONTROL
 KV4002  ______________________________________________________________________
 KV4002* NAD 83(1996) POSITION- 40 49 51.66908(N) 074 07 13.91351(W)   ADJUSTED
 KV4002* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4002  ______________________________________________________________________
 KV4002  GEOID HEIGHT    -        -32.143 (meters)                     GEOID18
 KV4002  LAPLACE CORR    -          6.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4002.GEOID18 height accuracy estimate available here.
 KV4002
 KV4002.Click photographs - Photos may exist for this station.
 KV4002
 KV4002.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4002
 KV4002. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4002:SPC NJ       -  BOAT 1913                                191 43 22.9
 KV4002:SPC NY L     -  BOAT 1913                                192 02 59.9
 KV4002:UTM  18      -  BOAT 1913                                191 23 45.9
 KV4002
 KV4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7415320370(NAD 83)
 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  USSD        -  40 49 51.67600(N)    074 07 15.29600(W) AD(       ) 3
 KV4002
 KV4002.Superseded values are not recommended for survey control.
 KV4002
 KV4002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4002.See file dsdata.pdf to determine how the superseded data were derived.
 KV4002
 KV4002_MARKER: DS = TRIANGULATION STATION DISK
 KV4002_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4002_MARK LOGO: CGS
 KV4002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KU0828 ***********************************************************************
 KU0828  DESIGNATION -  COAST
 KU0828  PID         -  KU0828
 KU0828  STATE/COUNTY-  NJ/MONMOUTH
 KU0828  COUNTRY     -  US
 KU0828  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0828
 KU0828                         *CURRENT SURVEY CONTROL
 KU0828  ______________________________________________________________________
 KU0828* NAD 83(1996) POSITION- 40 25 32.04586(N) 073 58 58.63170(W)   ADJUSTED
 KU0828* NAVD 88 ORTHO HEIGHT -     4.162 (meters)       13.65  (feet) ADJUSTED
 KU0828  ______________________________________________________________________
 KU0828  GEOID HEIGHT    -        -32.546 (meters)                     GEOID18
 KU0828  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 KU0828  DYNAMIC HEIGHT  -          4.160 (meters)       13.65  (feet) COMP
 KU0828  MODELED GRAVITY -    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 and
 KU0828.adjusted by the NATIONAL GEODETIC SURVEY
 KU0828.in June 1991.
 KU0828
 KU0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0828.GEOID18 height accuracy estimate available here.
 KU0828
 KU0828.Click photographs - Photos may exist for this station.
 KU0828
 KU0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000445  x   0.99992369  =   0.99992814
 KU0828!UTM  18      -   1.00000445  x   0.99969162  =   0.99969607
 KU0828
 KU0828:                Primary Azimuth Mark                     Grid Az
 KU0828:SPC NJ       -  COAST AZ MK                              195 01 52.2
 KU0828:UTM  18      -  COAST AZ MK                              194 42 24.8
 KU0828
 KU0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8627475489(NAD 83)
 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  NGVD 29               4.52   (m)           14.8    (f) LEVELING    3  
 KU0828
 KU0828.Superseded values are not recommended for survey control.
 KU0828
 KU0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0828.See file dsdata.pdf to determine how the superseded data were derived.
 KU0828
 KU0828_MARKER: DS = TRIANGULATION STATION DISK
 KU0828_SETTING: 7 = 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             CGS
 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU0831 ***********************************************************************
 KU0831  DESIGNATION -  COAST AZ MK
 KU0831  PID         -  KU0831
 KU0831  STATE/COUNTY-  NJ/MONMOUTH
 KU0831  COUNTRY     -  US
 KU0831  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0831
 KU0831                         *CURRENT SURVEY CONTROL
 KU0831  ______________________________________________________________________
 KU0831* NAD 83(1986) POSITION- 40 25 31.     (N) 073 58 58.     (W)   SCALED
 KU0831* NAVD 88 ORTHO HEIGHT -     1.402 (meters)        4.60  (feet) ADJUSTED
 KU0831  ______________________________________________________________________
 KU0831  GEOID HEIGHT    -        -32.547 (meters)                     GEOID18
 KU0831  DYNAMIC HEIGHT  -          1.402 (meters)        4.60  (feet) COMP
 KU0831  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 KU0831
 KU0831  VERT ORDER      -  FIRST     CLASS II
 KU0831
 KU0831.The horizontal coordinates were scaled from a map and have
 KU0831.an estimated accuracy of +/- 6 seconds.
 KU0831
 KU0831.The orthometric height was determined by differential leveling and
 KU0831.adjusted by the NATIONAL GEODETIC SURVEY
 KU0831.in June 1991.
 KU0831
 KU0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0831.GEOID18 height accuracy estimate available here.
 KU0831
 KU0831.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK862754(NAD 83)
 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
 KU0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0831.See file dsdata.pdf to determine how the superseded data were derived.
 KU0831
 KU0831_MARKER: DZ = AZIMUTH MARK DISK
 KU0831_SETTING: 7 = 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             CGS
 KU0831  HISTORY     - 19970811 MARK NOT FOUND   USPSQD
 KU0831
 KU0831                          STATION DESCRIPTION
 KU0831
 KU0831'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU0829 ***********************************************************************
 KU0829  DESIGNATION -  COAST RM 1
 KU0829  PID         -  KU0829
 KU0829  STATE/COUNTY-  NJ/MONMOUTH
 KU0829  COUNTRY     -  US
 KU0829  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0829
 KU0829                         *CURRENT SURVEY CONTROL
 KU0829  ______________________________________________________________________
 KU0829* NAD 83(1986) POSITION- 40 25 33.33   (N) 073 58 58.01   (W)   HD_HELD1
 KU0829* NAVD 88 ORTHO HEIGHT -     2.464 (meters)        8.08  (feet) ADJUSTED
 KU0829  ______________________________________________________________________
 KU0829  GEOID HEIGHT    -        -32.546 (meters)                     GEOID18
 KU0829  DYNAMIC HEIGHT  -          2.463 (meters)        8.08  (feet) COMP
 KU0829  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 KU0829
 KU0829  VERT ORDER      -  FIRST     CLASS II
 KU0829
 KU0829.The horizontal coordinates were determined by differentially corrected
 KU0829.hand held GPS observations or other comparable positioning techniques
 KU0829.and have an estimated accuracy of +/- 3 meters.
 KU0829
 KU0829.The orthometric height was determined by differential leveling and
 KU0829.adjusted by the NATIONAL GEODETIC SURVEY
 KU0829.in June 1991.
 KU0829
 KU0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0829.GEOID18 height accuracy estimate available here.
 KU0829
 KU0829.Click photographs - Photos may exist for this station.
 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       -   176,932.3     193,887.4     MT  (+/- 3 meters HH1 GPS) 
 KU0829
 KU0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8628875529(NAD 83)
 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
 KU0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0829.See file dsdata.pdf to determine how the superseded data were derived.
 KU0829
 KU0829_MARKER: DR = REFERENCE MARK DISK
 KU0829_SETTING: 7 = 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             CGS
 KU0829  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 KU0829
 KU0829                          STATION DESCRIPTION
 KU0829
 KU0829'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU2596 ***********************************************************************
 JU2596  DESIGNATION -  COATES
 JU2596  PID         -  JU2596
 JU2596  STATE/COUNTY-  NJ/OCEAN
 JU2596  COUNTRY     -  US
 JU2596  USGS QUAD   -  SEASIDE PARK (2019)
 JU2596
 JU2596                         *CURRENT SURVEY CONTROL
 JU2596  ______________________________________________________________________
 JU2596* NAD 83(1996) POSITION- 39 56 58.14239(N) 074 06 51.83648(W)   ADJUSTED
 JU2596* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2596  ______________________________________________________________________
 JU2596  GEOID HEIGHT    -        -33.077 (meters)                     GEOID18
 JU2596  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2596.GEOID18 height accuracy estimate available here.
 JU2596
 JU2596.Click photographs - Photos may exist for this station.
 JU2596
 JU2596.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2596
 JU2596. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7565022525(NAD 83)
 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
 JU2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2596.See file dsdata.pdf to determine how the superseded data were derived.
 JU2596
 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 = JULY 24, 2026 22:12:30 EDT
 JU3392 ***********************************************************************
 JU3392  DESIGNATION -  COHANSEY
 JU3392  PID         -  JU3392
 JU3392  STATE/COUNTY-  NJ/CUMBERLAND
 JU3392  COUNTRY     -  US
 JU3392  USGS QUAD   -  BEN DAVIS POINT (2019)
 JU3392
 JU3392                         *CURRENT SURVEY CONTROL
 JU3392  ______________________________________________________________________
 JU3392* NAD 83(1996) POSITION- 39 20 22.79192(N) 075 21 36.90743(W)   ADJUSTED
 JU3392* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3392  ______________________________________________________________________
 JU3392  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 JU3392  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3392.GEOID18 height accuracy estimate available here.
 JU3392
 JU3392.Click photographs - Photos may exist for this station.
 JU3392
 JU3392.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3392
 JU3392. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000522  x   0.99961187  =   0.99961709
 JU3392
 JU3392:                Primary Azimuth Mark                     Grid Az
 JU3392:SPC NJ       -  SHIP JOHN SHOAL LIGHT                    200 53 28.2
 JU3392:UTM  18      -  SHIP JOHN SHOAL LIGHT                    200 34 27.0
 JU3392
 JU3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6895454532(NAD 83)
 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
 JU3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3392.See file dsdata.pdf to determine how the superseded data were derived.
 JU3392
 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 = JULY 24, 2026 22:12:30 EDT
 KV4202 ***********************************************************************
 KV4202  DESIGNATION -  COLD STORAGE CHIMNEY
 KV4202  PID         -  KV4202
 KV4202  STATE/COUNTY-  NJ/ESSEX
 KV4202  COUNTRY     -  US
 KV4202  USGS QUAD   -  ORANGE (2016)
 KV4202
 KV4202                         *CURRENT SURVEY CONTROL
 KV4202  ______________________________________________________________________
 KV4202* NAD 83(1996) POSITION- 40 46 49.58853(N) 074 09 23.09033(W)   ADJUSTED
 KV4202  ______________________________________________________________________
 KV4202  GEOID HEIGHT    -        -32.263 (meters)                     GEOID18
 KV4202  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4202.GEOID18 height accuracy estimate available here.
 KV4202
 KV4202.Click photographs - Photos may exist for this station.
 KV4202
 KV4202.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4202
 KV4202. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7118214726(NAD 83)
 KV4202
 KV4202                          SUPERSEDED SURVEY CONTROL
 KV4202
 KV4202  NAD 83(1996)-  40 46 49.58829(N)    074 09 23.09060(W) AD(       ) 3
 KV4202  NAD 83(1986)-  40 46 49.58385(N)    074 09 23.09666(W) AD(       ) 3
 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
 KV4202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4202.See file dsdata.pdf to determine how the superseded data were derived.
 KV4202
 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 = JULY 24, 2026 22:12:30 EDT
 KV5028 ***********************************************************************
 KV5028  DESIGNATION -  COLES
 KV5028  PID         -  KV5028
 KV5028  STATE/COUNTY-  NJ/MONMOUTH
 KV5028  COUNTRY     -  US
 KV5028  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5028
 KV5028                         *CURRENT SURVEY CONTROL
 KV5028  ______________________________________________________________________
 KV5028* NAD 83(1996) POSITION- 40 20 23.43031(N) 074 05 35.92996(W)   ADJUSTED
 KV5028* NAVD 88 ORTHO HEIGHT -    37.    (meters)      121.    (feet) SCALED
 KV5028  ______________________________________________________________________
 KV5028  GEOID HEIGHT    -        -32.471 (meters)                     GEOID18
 KV5028  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5028.GEOID18 height accuracy estimate available here.
 KV5028
 KV5028.Click photographs - Photos may exist for this station.
 KV5028
 KV5028.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5028
 KV5028. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999935  x   0.99991469  =   0.99991404
 KV5028!UTM  18      -   0.99999935  x   0.99967300  =   0.99967235
 KV5028
 KV5028:                Primary Azimuth Mark                     Grid Az
 KV5028:SPC NJ       -  COLES AZ MK                              302 28 08.0
 KV5028:UTM  18      -  COLES AZ MK                              302 08 42.7
 KV5028
 KV5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7700965871(NAD 83)
 KV5028
 KV5028|---------------------------------------------------------------------|
 KV5028| PID    Reference Object                     Distance      Geod. Az  |
 KV5028|                                                           dddmmss.s |
 KV5028| KV5026 HARRISON USSC 1944                  APPROX. 0.6 KM 0172518.5 |
 KV5028| KV5051 RED BANK SIGMUND EISNER TANK        APPROX. 1.9 KM 0540356.7 |
 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                                        3024355.7 |
 KV5028| KV5027 HARRISON A USSC 1944                413.313 METERS 3495537.0 |
 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
 KV5028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5028.See file dsdata.pdf to determine how the superseded data were derived.
 KV5028
 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 = JULY 24, 2026 22:12:30 EDT
 JU3030 ***********************************************************************
 JU3030  DESIGNATION -  COLLINGSWOOD MUN STANDPIPE
 JU3030  PID         -  JU3030
 JU3030  STATE/COUNTY-  NJ/CAMDEN
 JU3030  COUNTRY     -  US
 JU3030  USGS QUAD   -  CAMDEN (2019)
 JU3030
 JU3030                         *CURRENT SURVEY CONTROL
 JU3030  ______________________________________________________________________
 JU3030* NAD 83(1996) POSITION- 39 54 55.76108(N) 075 04 08.48127(W)   ADJUSTED
 JU3030  ______________________________________________________________________
 JU3030  GEOID HEIGHT    -        -32.836 (meters)                     GEOID18
 JU3030  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3030.GEOID18 height accuracy estimate available here.
 JU3030
 JU3030.Click photographs - Photos may exist for this station.
 JU3030
 JU3030.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3030
 JU3030. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9410018379(NAD 83)
 JU3030
 JU3030                          SUPERSEDED SURVEY CONTROL
 JU3030
 JU3030  NAD 83(1991)-  39 54 55.75488(N)    075 04 08.48302(W) AD(       ) 3
 JU3030  NAD 83(1986)-  39 54 55.75122(N)    075 04 08.48544(W) AD(       ) 3
 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
 JU3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3030.See file dsdata.pdf to determine how the superseded data were derived.
 JU3030
 JU3030_MARKER: 52 = STANDPIPE TANK
 JU3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3030+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 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  HISTORY     - 20070216 GOOD             UE
 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.
 JU3030
 JU3030                          STATION RECOVERY (2007)
 JU3030
 JU3030'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3023 ***********************************************************************
 JU3023  DESIGNATION -  COLLINGSWOOD WATER TANK
 JU3023  PID         -  JU3023
 JU3023  STATE/COUNTY-  NJ/CAMDEN
 JU3023  COUNTRY     -  US
 JU3023  USGS QUAD   -  CAMDEN (2019)
 JU3023
 JU3023                         *CURRENT SURVEY CONTROL
 JU3023  ______________________________________________________________________
 JU3023* NAD 83(1996) POSITION- 39 54 28.63681(N) 075 05 11.69758(W)   ADJUSTED
 JU3023  ______________________________________________________________________
 JU3023  GEOID HEIGHT    -        -32.849 (meters)                     GEOID18
 JU3023  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3023.GEOID18 height accuracy estimate available here.
 JU3023
 JU3023.Click photographs - Photos may exist for this station.
 JU3023
 JU3023.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3023
 JU3023. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9259917544(NAD 83)
 JU3023
 JU3023                          SUPERSEDED SURVEY CONTROL
 JU3023
 JU3023  NAD 83(1991)-  39 54 28.63128(N)    075 05 11.69939(W) AD(       ) 3
 JU3023  NAD 83(1986)-  39 54 28.62754(N)    075 05 11.70185(W) AD(       ) 3
 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
 JU3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3023.See file dsdata.pdf to determine how the superseded data were derived.
 JU3023
 JU3023_MARKER: 53 = ELEVATED 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 = JULY 24, 2026 22:12:30 EDT
 JU3349 ***********************************************************************
 JU3349  DESIGNATION -  COLONY RESET
 JU3349  PID         -  JU3349
 JU3349  STATE/COUNTY-  NJ/CUMBERLAND
 JU3349  COUNTRY     -  US
 JU3349  USGS QUAD   -  MILLVILLE (2019)
 JU3349
 JU3349                         *CURRENT SURVEY CONTROL
 JU3349  ______________________________________________________________________
 JU3349* NAD 83(1996) POSITION- 39 29 45.43328(N) 075 03 15.14245(W)   ADJUSTED
 JU3349* NAVD 88 ORTHO HEIGHT -    33.    (meters)      108.    (feet) SCALED
 JU3349  ______________________________________________________________________
 JU3349  GEOID HEIGHT    -        -33.764 (meters)                     GEOID18
 JU3349  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3349.GEOID18 height accuracy estimate available here.
 JU3349
 JU3349.Click photographs - Photos may exist for this station.
 JU3349
 JU3349.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3349
 JU3349. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000018  x   0.99992797  =   0.99992815
 JU3349!UTM  18      -   1.00000018  x   0.99960027  =   0.99960045
 JU3349
 JU3349:                Primary Azimuth Mark                     Grid Az
 JU3349:SPC NJ       -  COLONY RM 3 AZIMUTH                      103 29 04.1
 JU3349:UTM  18      -  COLONY RM 3 AZIMUTH                      103 09 59.2
 JU3349
 JU3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9533971816(NAD 83)
 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
 JU3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3349.See file dsdata.pdf to determine how the superseded data were derived.
 JU3349
 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 = JULY 24, 2026 22:12:30 EDT
 HU1300 ***********************************************************************
 HU1300  DESIGNATION -  COLUMBIA
 HU1300  PID         -  HU1300
 HU1300  STATE/COUNTY-  NJ/CAPE MAY
 HU1300  COUNTRY     -  US
 HU1300  USGS QUAD   -  CAPE MAY (2019)
 HU1300
 HU1300                         *CURRENT SURVEY CONTROL
 HU1300  ______________________________________________________________________
 HU1300* NAD 83(1996) POSITION- 38 56 13.39654(N) 074 54 54.47781(W)   ADJUSTED
 HU1300* NAVD 88 ORTHO HEIGHT -     1.97  (+/-2cm)        6.5   (feet) VERTCON3
 HU1300  ______________________________________________________________________
 HU1300  GEOID HEIGHT    -        -35.518 (meters)                     GEOID18
 HU1300  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 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
 HU1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1300.GEOID18 height accuracy estimate available here.
 HU1300
 HU1300.The vertical order pertains to the NGVD 29 superseded value.
 HU1300
 HU1300.Click photographs - Photos may exist for this station.
 HU1300
 HU1300.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1300
 HU1300. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0735509794(NAD 83)
 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| DR3776 COLUMBIA RM 1                        29.747 METERS 09610     |
 HU1300| DR3777 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               2.36   (m)            7.7    (f) LEVELING    3  
 HU1300
 HU1300.Superseded values are not recommended for survey control.
 HU1300
 HU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1300.See file dsdata.pdf to determine how the superseded data were derived.
 HU1300
 HU1300_MARKER: DS = TRIANGULATION STATION DISK
 HU1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1300_STAMPING: COLUMBIA 1962
 HU1300_MARK LOGO: CGS
 HU1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1300+STABILITY: SURFACE MOTION
 HU1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1300+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2009
 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  HISTORY     - 20090225 GOOD             INDIV
 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.
 HU1300
 HU1300                          STATION RECOVERY (2009)
 HU1300
 HU1300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 HU1300'STATION COLUMBIA AND RM NO. 1 WERE RECOVERED AS DESCRIBED. THE STATION
 HU1300'IS ABOUT 1 FT INSIDE OF A CHAIN LINK FENCE SURROUNDING THE WATER
 HU1300'TOWER. NEW CURBING HAS BEEN INSTALLED THROUGHOUT THE AREA. A SHORT
 HU1300'SECTION OF OLD CURBING CONTAINING RM NO. 1 STILL EXISTS HOWEVER RM NO.
 HU1300'2 HAS BEEN REMOVED. SEARCHED FOR BUT DID NOT FIND AZIMUTH.
 HU1300'CONSIDERABLE CONSTRUCTION HAS OCCURRED IN AREA OF AZIMUTH SINCE LAST
 HU1300'RECOVERY IN 1975.
 HU1300'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1018 ***********************************************************************
 KV1018  DESIGNATION -  COLUMBUS
 KV1018  PID         -  KV1018
 KV1018  STATE/COUNTY-  NJ/BURLINGTON
 KV1018  COUNTRY     -  US
 KV1018  USGS QUAD   -  COLUMBUS (2016)
 KV1018
 KV1018                         *CURRENT SURVEY CONTROL
 KV1018  ______________________________________________________________________
 KV1018* NAD 83(1986) POSITION- 40 04 11.     (N) 074 43 23.     (W)   SCALED
 KV1018* NAVD 88 ORTHO HEIGHT -    21.567 (meters)       70.76  (feet) ADJUSTED
 KV1018  ______________________________________________________________________
 KV1018  GEOID HEIGHT    -        -32.641 (meters)                     GEOID18
 KV1018  DYNAMIC HEIGHT  -         21.558 (meters)       70.73  (feet) COMP
 KV1018  MODELED GRAVITY -    980,201.8   (mgal)                       NAVD 88
 KV1018
 KV1018  VERT ORDER      -  SECOND    CLASS 0
 KV1018
 KV1018.The horizontal coordinates were scaled from a map and have
 KV1018.an estimated accuracy of +/- 6 seconds.
 KV1018
 KV1018.The orthometric height was determined by differential leveling and
 KV1018.adjusted by the NATIONAL GEODETIC SURVEY
 KV1018.in June 1991.
 KV1018
 KV1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1018.GEOID18 height accuracy estimate available here.
 KV1018
 KV1018.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK236355(NAD 83)
 KV1018
 KV1018                          SUPERSEDED SURVEY CONTROL
 KV1018
 KV1018  NGVD 29 (11/26/84)   21.929  (m)           71.95   (f) ADJUSTED    2 0
 KV1018
 KV1018.Superseded values are not recommended for survey control.
 KV1018
 KV1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1018.See file dsdata.pdf to determine how the superseded data were derived.
 KV1018
 KV1018_MARKER: DB = BENCH MARK DISK
 KV1018_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV1018+WITH SETTING: PAVEMENT
 KV1018_SP_SET: SIGNAL TOWER BASE
 KV1018_STAMPING: COLUMBUS 1935
 KV1018_MARK LOGO: CGS
 KV1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1018+STABILITY: SURFACE MOTION
 KV1018
 KV1018  HISTORY     - Date     Condition        Report By
 KV1018  HISTORY     - 1935     MONUMENTED       CGS
 KV1018  HISTORY     - 1936     GOOD             CGS
 KV1018  HISTORY     - 1969     GOOD             LOCENG
 KV1018  HISTORY     - 20210120 MARK NOT FOUND   NJGS
 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.
 KV1018
 KV1018                          STATION RECOVERY (2021)
 KV1018
 KV1018'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1018'THIS AREA HAS GONE UNDER EXCAVATING AND IS NOW OWNED BY LIPINCOTT AND
 KV1018'LIPINCOTT SEPTIC AND EXCAVATING.  THE MAIN TRACK NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5106 ***********************************************************************
 KV5106  DESIGNATION -  CON 1930
 KV5106  PID         -  KV5106
 KV5106  STATE/COUNTY-  NJ/MONMOUTH
 KV5106  COUNTRY     -  US
 KV5106  USGS QUAD   -  KEYPORT (2016)
 KV5106
 KV5106                         *CURRENT SURVEY CONTROL
 KV5106  ______________________________________________________________________
 KV5106* NAD 83(1996) POSITION- 40 27 30.67774(N) 074 10 43.61313(W)   ADJUSTED
 KV5106* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5106  ______________________________________________________________________
 KV5106  GEOID HEIGHT    -        -32.353 (meters)                     GEOID18
 KV5106  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5106.GEOID18 height accuracy estimate available here.
 KV5106
 KV5106.Click photographs - Photos may exist for this station.
 KV5106
 KV5106.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5106
 KV5106. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6962878974(NAD 83)
 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
 KV5106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5106.See file dsdata.pdf to determine how the superseded data were derived.
 KV5106
 KV5106_MARKER: B = BOLT
 KV5106_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 AI5204 ***********************************************************************
 AI5204  DESIGNATION -  CONHALL
 AI5204  PID         -  AI5204
 AI5204  STATE/COUNTY-  NJ/MONMOUTH
 AI5204  COUNTRY     -  US
 AI5204  USGS QUAD   -  ASBURY PARK OE E (2019)
 AI5204
 AI5204                         *CURRENT SURVEY CONTROL
 AI5204  ______________________________________________________________________
 AI5204* NAD 83(1996) POSITION- 40 13 25.83311(N) 073 59 51.75958(W)   ADJUSTED
 AI5204* NAVD 88 ORTHO HEIGHT -    23.1   (meters)       76.    (feet) VERTCON3
 AI5204  ______________________________________________________________________
 AI5204  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 AI5204  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5204.GEOID18 height accuracy estimate available here.
 AI5204
 AI5204.Click photographs - Photos may exist for this station.
 AI5204
 AI5204.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5204
 AI5204. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000154  x   0.99992249  =   0.99992403
 AI5204!UTM  18      -   1.00000154  x   0.99968952  =   0.99969106
 AI5204
 AI5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8527553083(NAD 83)
 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
 AI5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5204.See file dsdata.pdf to determine how the superseded data were derived.
 AI5204
 AI5204_MARKER: DD = SURVEY DISK
 AI5204_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI5204_SP_SET: BUILDING ROOF
 AI5204_STAMPING: CONHALL 1988
 AI5204_MARK LOGO: NOS
 AI5204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5204+STABILITY: POSITION/ELEVATION WELL
 AI5204
 AI5204  HISTORY     - Date     Condition        Report By
 AI5204  HISTORY     - 1988     MONUMENTED       NOS
 AI5204
 AI5204                          STATION DESCRIPTION
 AI5204
 AI5204'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 KV0845 ***********************************************************************
 KV0845  DESIGNATION -  CONK
 KV0845  PID         -  KV0845
 KV0845  STATE/COUNTY-  NJ/OCEAN
 KV0845  COUNTRY     -  US
 KV0845  USGS QUAD   -  POINT PLEASANT (2019)
 KV0845
 KV0845                         *CURRENT SURVEY CONTROL
 KV0845  ______________________________________________________________________
 KV0845* NAD 83(2011) POSITION- 40 03 23.41418(N) 074 03 52.84818(W)   ADJUSTED
 KV0845* NAD 83(2011) ELLIP HT-   -32.132 (meters)        (06/27/12)   ADJUSTED
 KV0845* NAD 83(2011) EPOCH   -  2010.00
 KV0845* NAVD 88 ORTHO HEIGHT -     0.946 (meters)        3.10  (feet) ADJUSTED
 KV0845  ______________________________________________________________________
 KV0845  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 KV0845  NAD 83(2011) X  -  1,342,188.194 (meters)                     COMP
 KV0845  NAD 83(2011) Y  - -4,700,788.073 (meters)                     COMP
 KV0845  NAD 83(2011) Z  -  4,082,769.010 (meters)                     COMP
 KV0845  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 KV0845  DYNAMIC HEIGHT  -          0.945 (meters)        3.10  (feet) COMP
 KV0845  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 KV0845
 KV0845  VERT ORDER      -  SECOND    CLASS 0
 KV0845
 KV0845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0845  Standards:
 KV0845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0845  -------------------------------------------------------------------
 KV0845  NETWORK    0.49   0.76           0.21   0.19   0.39      0.01126875
 KV0845  -------------------------------------------------------------------
 KV0845  Click here for local accuracies and other accuracy information.
 KV0845
 KV0845.The horizontal coordinates were established by GPS observations
 KV0845.and adjusted by the National Geodetic Survey in June 2012.
 KV0845
 KV0845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0845.been affixed to the stable North American tectonic plate. See 
 KV0845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0845
 KV0845.The horizontal coordinates are valid at the epoch date displayed above
 KV0845.which is a decimal equivalence of Year/Month/Day.
 KV0845
 KV0845.The orthometric height was determined by differential leveling and
 KV0845.adjusted by the NATIONAL GEODETIC SURVEY
 KV0845.in June 1991.
 KV0845
 KV0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0845.GEOID18 height accuracy estimate available here.
 KV0845
 KV0845.Click photographs - Photos may exist for this station.
 KV0845
 KV0845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0845
 KV0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0845
 KV0845.The ellipsoidal height was determined by GPS observations
 KV0845.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0845
 KV0845;                    North         East     Units Scale Factor Converg.
 KV0845;SPC NJ       -   135,878.503   187,139.339   MT  0.99991697   +0 16 48.5
 KV0845;SPC NJ       -   445,794.72    613,972.98   sFT  0.99991697   +0 16 48.5
 KV0845;UTM  18      - 4,434,447.682   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 02 01.2
 KV0845:UTM  18      -  BAY HEAD                                 055 42 42.7
 KV0845
 KV0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7977334447(NAD 83)
 KV0845
 KV0845|---------------------------------------------------------------------|
 KV0845| PID    Reference Object                     Distance      Geod. Az  |
 KV0845|                                                           dddmmss.s |
 KV0845| KV0853 BAY HEAD                            APPROX. 2.1 KM 0561849.7 |
 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  NAD 83(2007)-  40 03 23.41456(N)    074 03 52.84863(W) AD(2002.00) 0
 KV0845  ELLIP H (02/10/07)  -32.123  (m)                       GP(2002.00)    
 KV0845  ELLIP H (10/23/02)  -32.109  (m)                       GP(       ) 4 1
 KV0845  NAD 83(1996)-  40 03 23.41426(N)    074 03 52.84819(W) AD(       ) 1
 KV0845  ELLIP H (05/14/99)  -32.129  (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)  -32.000  (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               0.95   (m)            3.1    (f) LEVELING    3  
 KV0845  NGVD 29 (04/16/92)    1.279  (m)            4.20   (f) ADJUSTED    2 0
 KV0845  NGVD 29 (??/??/87)    1.331  (m)            4.37   (f) SUPERSEDED  2 0
 KV0845
 KV0845.Superseded values are not recommended for survey control.
 KV0845
 KV0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0845.See file dsdata.pdf to determine how the superseded data were derived.
 KV0845
 KV0845_MARKER: DS = TRIANGULATION STATION DISK
 KV0845_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 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     - 1990     GOOD             USPSQD
 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'THE STATION IS LOCATED ON THE NORTH BANK OF THE METEDECONK RIVER ON
 KV0845'THE VERY PROMINENT NECK OF LAND BETWEEN BEAVER DAM CREEK AND THE
 KV0845'RIVER, WHICH IS KNOWN AS WARDELLS NECK.  LOCATED ON THE EXTREME
 KV0845'SOUTHEAST END OF THE NECK, 35 METERS NORTH AND 34 METERS WEST OF THE
 KV0845'HIGH WATER LINE IN SAND.
 KV0845'
 KV0845'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.  REFERENCE MARKS
 KV0845'NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV0845'
 KV0845'REFERENCE MARK NO. 1 IS IN SAND NORTH OF THE STATION AND 4.0 METERS
 KV0845'NORTH OF CENTERLINE OF ROAD RUNNING TO THE END OF THE NECK.
 KV0845'
 KV0845'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION IN SAND.
 KV0845'
 KV0845'REACHED FROM POINT PLEASANT AS FOLLOWS--TAKE HIGHWAY 35 W TO THE FIRST
 KV0845'INTERSECTION BEYOND BAYHEAD-MANASQUAN CANAL, TURN SOUTH AND FOLLOW
 KV0845'ROAD (MACADAM) ACROSS BEAVER DAM CREEK TO WARDELLS NECK, TAKE SAND
 KV0845'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 AND
 KV0845'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 KV0845'CORRECT WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS--THE STATION IS IN
 KV0845'OCEAN COUNTY, NOT MONMOUTH.
 KV0845'
 KV0845'THE STATION IS 69.0 FEET SOUTH OF THE CENTERLINE OF THE STREET, 55.5
 KV0845'FEET NORTH OF THE SOUTHWEST CORNER AND 23.8 FEET SOUTHWEST OF THE
 KV0845'NORTHWEST CORNER OF A GREEN SHINGLED HOUSE.
 KV0845'
 KV0845'R.M. NO. 1 IS 27.0 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH STREET,
 KV0845'26.0 FEET NORTH OF THE CENTERLINE OF EAST-WEST STREET AND 22.5 FEET
 KV0845'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 CORNER
 KV0845'OF A HOUSE, 11.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF ANOTHER
 KV0845'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 CORNER
 KV0845'OF THE ATTACHED GARAGE AND 1 FOOT EAST OF THE NORTH POST OF A SHORT
 KV0845'HITCH-RAIL.
 KV0845'
 KV0845'RM 2 AS DESCRIBED, 11.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 KV0845'HOUSE WITH MAIL-BOX NUMBER 825, AND 16.5 FEET NORTHEAST OF THE
 KV0845'NORTHEAST CORNER OF THE HOUSE WITH MAIL-BOX NUMBER 823, AND 1 FOOT
 KV0845'EAST OF THE FENCE BETWEEN THE PROPERTIES.
 KV0845'
 KV0845'TO REACH FROM THE TRAFFIC CIRCLE AT LAURELTON, GO SOUTHEAST AND EAST
 KV0845'ON PRINCETON AVENUE (METEDECONK ROAD) FOR 3.7 MILES TO SOUTH DRIVE,
 KV0845'TURN RIGHT AND FOLLOW SOUTH DRIVE ABOUT 0.4 MILE TO THE SHORE, AND THE
 KV0845'STATION ON THE RIGHT, AT THE NEXT TO LAST 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 (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.
 KV0845'
 KV0845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY ROUTE 70 AND
 KV0845'PRINCETON AVENUE IN LAURELTON, PROCEED 5.76 KM (3.58 MI) EAST ON
 KV0845'PRINCETON AVENUE TO THE JUNCTION WITH SOUTH DRIVE, TURN RIGHT AND GO
 KV0845'0.48 KM (0.30 MI) SOUTH THEN EAST ON SOUTH DRIVE TO THE STATION ON THE
 KV0845'RIGHT.
 KV0845'
 KV0845'TO REACH THE STATION FROM THE JUNCTION OF OCEAN BOULEVARD, STATE ROUTE
 KV0845'35 AND BRIDGE AVENUE, COUNTY ROAD 632, IN BAY HEAD BOROUGH, GO 2.56 KM
 KV0845'(1.59 MI) WEST ON BRIDGE AVENUE, CROSSING THE POINT PLEASANT CANAL, TO
 KV0845'THE 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 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.
 KV0845'
 KV0845'THE STATION IS SET IN A VACANT LOT, OWNED BY MR. GORDON WAGNER, 442
 KV0845'LEEDOM STREET, JENKINTOWN, PA. 19046.
 KV0845'
 KV0845'THE STATION IS 20.9 M (68.6 FT) SOUTH OF THE CENTERLINE OF SOUTH
 KV0845'DRIVE, 15.3 M (50.2 FT) SOUTH OF THE NORTHWEST PROPERTY CORNER PIN OF
 KV0845'HOUSE NUMBER 829, A 1.5 STORY FRAME, 6.75 M (22.15 FT) NORTHWEST OF
 KV0845'THE NORTHWEST CORNER OF THE SAME HOUSE, 0.7 M (2.3 FT) WEST OF A FOUR
 KV0845'FOOT HIGH SLAT WOODEN FENCE, 20.8 M (68.2 FT) SOUTHEAST OF POLE NUMBER
 KV0845'JC 2402 BK, 8.1 M (26.6 FT) SOUTHWEST OF THE NORTHWEST CORNER OF AN
 KV0845'ATTACHED GARAGE TO HOUSE 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 = JULY 24, 2026 22:12:30 EDT
 KV4944 ***********************************************************************
 KV4944  DESIGNATION -  CONOVER BEACON
 KV4944  PID         -  KV4944
 KV4944  STATE/COUNTY-  NJ/MONMOUTH
 KV4944  COUNTRY     -  US
 KV4944  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4944
 KV4944                         *CURRENT SURVEY CONTROL
 KV4944  ______________________________________________________________________
 KV4944* NAD 83(1996) POSITION- 40 25 16.92577(N) 074 03 20.18224(W)   ADJUSTED
 KV4944  ______________________________________________________________________
 KV4944  GEOID HEIGHT    -        -32.434 (meters)                     GEOID18
 KV4944  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4944.GEOID18 height accuracy estimate available here.
 KV4944
 KV4944.Click photographs - Photos may exist for this station.
 KV4944
 KV4944.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4944
 KV4944. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8011674954(NAD 83)
 KV4944
 KV4944                          SUPERSEDED SURVEY CONTROL
 KV4944
 KV4944  NAD 83(1996)-  40 25 16.92593(N)    074 03 20.18163(W) AD(       ) 3
 KV4944  NAD 83(1986)-  40 25 16.92614(N)    074 03 20.18128(W) AD(       ) 3
 KV4944  NAD 27      -  40 25 16.54100(N)    074 03 21.67500(W) AD(       ) 3
 KV4944  USBS        -  40 25 14.21000(N)    074 03 01.39000(W) AD(       ) 3
 KV4944  USSD        -  40 25 16.86300(N)    074 03 21.53200(W) AD(       ) 3
 KV4944
 KV4944.Superseded values are not recommended for survey control.
 KV4944
 KV4944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4944.See file dsdata.pdf to determine how the superseded data were derived.
 KV4944
 KV4944_MARKER: 13 = LIGHTHOUSE
 KV4944
 KV4944  HISTORY     - Date     Condition        Report By
 KV4944  HISTORY     - 1867     FIRST OBSERVED   COASUR
 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 = JULY 24, 2026 22:12:30 EDT
 KV6482 ***********************************************************************
 KV6482  DESIGNATION -  CONSTABLE HOOK RNG FRONT LT
 KV6482  PID         -  KV6482
 KV6482  STATE/COUNTY-  NJ/HUDSON
 KV6482  COUNTRY     -  US
 KV6482  USGS QUAD   -  JERSEY CITY (2019)
 KV6482
 KV6482                         *CURRENT SURVEY CONTROL
 KV6482  ______________________________________________________________________
 KV6482* NAD 83(1996) POSITION- 40 39 13.61965(N) 074 05 21.65750(W)   ADJUSTED
 KV6482* NAVD 88 ORTHO HEIGHT -    11.9   (meters)       39.    (feet) VERTCON3
 KV6482  ______________________________________________________________________
 KV6482  GEOID HEIGHT    -        -32.115 (meters)                     GEOID18
 KV6482  LAPLACE CORR    -          4.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6482.GEOID18 height accuracy estimate available here.
 KV6482
 KV6482.Click photographs - Photos may exist for this station.
 KV6482
 KV6482.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6482
 KV6482. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000318  x   0.99991484  =   0.99991802
 KV6482!SPC NY E     -   1.00000318  x   0.99991484  =   0.99991802
 KV6482!SPC NY L     -   1.00000318  x   1.00000074  =   1.00000392
 KV6482!UTM  18      -   1.00000318  x   0.99967295  =   0.99967613
 KV6482
 KV6482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7698600723(NAD 83)
 KV6482
 KV6482                          SUPERSEDED SURVEY CONTROL
 KV6482
 KV6482  NAD 83(1996)-  40 39 13.61964(N)    074 05 21.65750(W) AD(       ) 3
 KV6482  NAD 83(1996)-  40 39 13.61932(N)    074 05 21.65761(W) AD(       ) 3
 KV6482  NAD 83(1992)-  40 39 13.61926(N)    074 05 21.65781(W) AD(       ) 3
 KV6482  NAD 83(1986)-  40 39 13.61930(N)    074 05 21.65811(W) AD(       ) 3
 KV6482  NGVD 29 (09/24/91)   12.2    (m)           40.     (f) VERT ANG       
 KV6482
 KV6482.Superseded values are not recommended for survey control.
 KV6482
 KV6482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6482.See file dsdata.pdf to determine how the superseded data were derived.
 KV6482
 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 = JULY 24, 2026 22:12:30 EDT
 KV6483 ***********************************************************************
 KV6483  DESIGNATION -  CONSTABLE HOOK RNG REAR LT
 KV6483  PID         -  KV6483
 KV6483  STATE/COUNTY-  NJ/HUDSON
 KV6483  COUNTRY     -  US
 KV6483  USGS QUAD   -  JERSEY CITY (2019)
 KV6483
 KV6483                         *CURRENT SURVEY CONTROL
 KV6483  ______________________________________________________________________
 KV6483* NAD 83(1996) POSITION- 40 39 12.28687(N) 074 05 16.73104(W)   ADJUSTED
 KV6483* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) VERTCON3
 KV6483  ______________________________________________________________________
 KV6483  GEOID HEIGHT    -        -32.113 (meters)                     GEOID18
 KV6483  LAPLACE CORR    -          4.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6483.GEOID18 height accuracy estimate available here.
 KV6483
 KV6483.Click photographs - Photos may exist for this station.
 KV6483
 KV6483.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6483
 KV6483. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000356  x   0.99991494  =   0.99991850
 KV6483!SPC NY L     -   1.00000356  x   1.00000076  =   1.00000432
 KV6483!UTM  18      -   1.00000356  x   0.99967317  =   0.99967673
 KV6483
 KV6483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7710300683(NAD 83)
 KV6483
 KV6483                          SUPERSEDED SURVEY CONTROL
 KV6483
 KV6483  NAD 83(1996)-  40 39 12.28668(N)    074 05 16.73118(W) AD(       ) 3
 KV6483  NAD 83(1992)-  40 39 12.28670(N)    074 05 16.73132(W) AD(       ) 3
 KV6483  NAD 83(1986)-  40 39 12.28694(N)    074 05 16.73143(W) AD(       ) 3
 KV6483  NGVD 29 (09/24/91)   10.     (m)           33.     (f) VERT ANG       
 KV6483
 KV6483.Superseded values are not recommended for survey control.
 KV6483
 KV6483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6483.See file dsdata.pdf to determine how the superseded data were derived.
 KV6483
 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 = JULY 24, 2026 22:12:30 EDT
 KV4270 ***********************************************************************
 KV4270  DESIGNATION -  CONTRACTING COMPANY CHIMNEY
 KV4270  PID         -  KV4270
 KV4270  STATE/COUNTY-  NJ/HUDSON
 KV4270  COUNTRY     -  US
 KV4270  USGS QUAD   -  JERSEY CITY (2019)
 KV4270
 KV4270                         *CURRENT SURVEY CONTROL
 KV4270  ______________________________________________________________________
 KV4270* NAD 83(1996) POSITION- 40 44 26.49239(N) 074 06 57.79442(W)   ADJUSTED
 KV4270  ______________________________________________________________________
 KV4270  GEOID HEIGHT    -        -32.156 (meters)                     GEOID18
 KV4270  LAPLACE CORR    -          6.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4270.GEOID18 height accuracy estimate available here.
 KV4270
 KV4270.Click photographs - Photos may exist for this station.
 KV4270
 KV4270.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4270
 KV4270. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7463210347(NAD 83)
 KV4270
 KV4270                          SUPERSEDED SURVEY CONTROL
 KV4270
 KV4270  NAD 83(1996)-  40 44 26.49229(N)    074 06 57.79456(W) AD(       ) 3
 KV4270  NAD 83(1996)-  40 44 26.49130(N)    074 06 57.79745(W) AD(       ) 3
 KV4270  NAD 83(1992)-  40 44 26.49118(N)    074 06 57.79802(W) AD(       ) 3
 KV4270  NAD 83(1986)-  40 44 26.49116(N)    074 06 57.79927(W) AD(       ) 3
 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
 KV4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4270.See file dsdata.pdf to determine how the superseded data were derived.
 KV4270
 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 = JULY 24, 2026 22:12:30 EDT
 JU0675 ***********************************************************************
 JU0675  DESIGNATION -  COPPER BOLT
 JU0675  PID         -  JU0675
 JU0675  STATE/COUNTY-  NJ/GLOUCESTER
 JU0675  COUNTRY     -  US
 JU0675  USGS QUAD   -  WOODBURY (2019)
 JU0675
 JU0675                         *CURRENT SURVEY CONTROL
 JU0675  ______________________________________________________________________
 JU0675* NAD 83(1986) POSITION- 39 50 28.     (N) 075 08 51.     (W)   SCALED
 JU0675* NAVD 88 ORTHO HEIGHT -     8.473 (meters)       27.80  (feet) POSTED
 JU0675  ______________________________________________________________________
 JU0675  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 JU0675  DYNAMIC HEIGHT  -          8.47  (meters)       27.8   (feet) COMP
 JU0675  MODELED GRAVITY -    980,176.0   (mgal)                       NAVD 88
 JU0675
 JU0675  VERT ORDER      -  * POSTED, SEE BELOW
 JU0675
 JU0675.The horizontal coordinates were scaled from a 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
 JU0675.* This is a POSTED BENCH MARK height.
 JU0675
 JU0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0675.GEOID18 height accuracy estimate available here.
 JU0675
 JU0675.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK873101(NAD 83)
 JU0675
 JU0675                          SUPERSEDED SURVEY CONTROL
 JU0675
 JU0675  NGVD 29 (11/26/84)    8.834  (m)           28.98   (f) ADJUSTED    1 2
 JU0675
 JU0675.Superseded values are not recommended for survey control.
 JU0675
 JU0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0675.See file dsdata.pdf to determine how the superseded data were derived.
 JU0675
 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       NONE
 JU0675  HISTORY     - 1930     GOOD             CGS
 JU0675  HISTORY     - 1934     GOOD             CGS
 JU0675  HISTORY     - 20020623 MARK NOT FOUND   INDIV
 JU0675  HISTORY     - 20080712 MARK NOT FOUND   UE
 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.
 JU0675
 JU0675                          STATION RECOVERY (2008)
 JU0675
 JU0675'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0675'DISK R 10 (JU0674) IS ALSO SUPPOSED TO BE AT THE SAME LOCATION ON THE
 JU0675'SOUTHWEST ABUTMENT, BUT NEITHER IS VISIBLE, ALTHOUGH SOME OF THE
 JU0675'CONCRETE ALONG THE EDGE OF THE WINGWALL HAD BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0633 ***********************************************************************
 KV0633  DESIGNATION -  COPPER BOLT 1 ELRR
 KV0633  PID         -  KV0633
 KV0633  STATE/COUNTY-  NJ/MORRIS
 KV0633  COUNTRY     -  US
 KV0633  USGS QUAD   -  MORRISTOWN (2016)
 KV0633
 KV0633                         *CURRENT SURVEY CONTROL
 KV0633  ______________________________________________________________________
 KV0633* NAD 83(1986) POSITION- 40 50 23.     (N) 074 28 44.     (W)   SCALED
 KV0633* NAVD 88 ORTHO HEIGHT -   128.617 (meters)      421.97  (feet) ADJUSTED
 KV0633  ______________________________________________________________________
 KV0633  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 KV0633  DYNAMIC HEIGHT  -        128.561 (meters)      421.79  (feet) COMP
 KV0633  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 KV0633
 KV0633  VERT ORDER      -  SECOND    CLASS 0
 KV0633
 KV0633.The horizontal coordinates were scaled from a map and have
 KV0633.an estimated accuracy of +/- 6 seconds.
 KV0633
 KV0633.The orthometric height was determined by differential leveling and
 KV0633.adjusted by the NATIONAL GEODETIC SURVEY
 KV0633.in June 1991.
 KV0633
 KV0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0633.GEOID18 height accuracy estimate available here.
 KV0633
 KV0633.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL439210(NAD 83)
 KV0633
 KV0633                          SUPERSEDED SURVEY CONTROL
 KV0633
 KV0633  NGVD 29 (11/26/84)  128.880  (m)          422.83   (f) ADJUSTED    2 0
 KV0633
 KV0633.Superseded values are not recommended for survey control.
 KV0633
 KV0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0633.See file dsdata.pdf to determine how the superseded data were derived.
 KV0633
 KV0633_MARKER: B = BOLT
 KV0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV0635 ***********************************************************************
 KV0635  DESIGNATION -  COPPER BOLT 2
 KV0635  PID         -  KV0635
 KV0635  STATE/COUNTY-  NJ/MORRIS
 KV0635  COUNTRY     -  US
 KV0635  USGS QUAD   -  MORRISTOWN (2016)
 KV0635
 KV0635                         *CURRENT SURVEY CONTROL
 KV0635  ______________________________________________________________________
 KV0635* NAD 83(1986) POSITION- 40 48 42.     (N) 074 28 41.     (W)   SCALED
 KV0635* NAVD 88 ORTHO HEIGHT -   106.229 (meters)      348.52  (feet) ADJUSTED
 KV0635  ______________________________________________________________________
 KV0635  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 KV0635  DYNAMIC HEIGHT  -        106.182 (meters)      348.37  (feet) COMP
 KV0635  MODELED GRAVITY -    980,186.9   (mgal)                       NAVD 88
 KV0635
 KV0635  VERT ORDER      -  SECOND    CLASS 0
 KV0635
 KV0635.The horizontal coordinates were scaled from a map and have
 KV0635.an estimated accuracy of +/- 6 seconds.
 KV0635
 KV0635.The orthometric height was determined by differential leveling and
 KV0635.adjusted by the NATIONAL GEODETIC SURVEY
 KV0635.in June 1991.
 KV0635
 KV0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0635.GEOID18 height accuracy estimate available here.
 KV0635
 KV0635.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL440179(NAD 83)
 KV0635
 KV0635                          SUPERSEDED SURVEY CONTROL
 KV0635
 KV0635  NGVD 29 (11/26/84)  106.503  (m)          349.42   (f) ADJUSTED    2 0
 KV0635
 KV0635.Superseded values are not recommended for survey control.
 KV0635
 KV0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0635.See file dsdata.pdf to determine how the superseded data were derived.
 KV0635
 KV0635
 KV0635  HISTORY     - Date     Condition        Report By
 KV0635  HISTORY     - 1935     MONUMENTED       ELRR
 KV0635  HISTORY     - 1935     GOOD             CGS
 KV0635  HISTORY     - 20200302 MARK NOT FOUND   NJGS
 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.
 KV0635
 KV0635                          STATION RECOVERY (2020)
 KV0635
 KV0635'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV0635'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0670 ***********************************************************************
 KV0670  DESIGNATION -  COPPER BOLT 3 ELRR
 KV0670  PID         -  KV0670
 KV0670  STATE/COUNTY-  NJ/UNION
 KV0670  COUNTRY     -  US
 KV0670  USGS QUAD   -  ROSELLE (2019)
 KV0670
 KV0670                         *CURRENT SURVEY CONTROL
 KV0670  ______________________________________________________________________
 KV0670* NAD 83(1986) POSITION- 40 42 54.     (N) 074 21 07.     (W)   SCALED
 KV0670* NAVD 88 ORTHO HEIGHT -   110.327 (meters)      361.96  (feet) ADJUSTED
 KV0670  ______________________________________________________________________
 KV0670  GEOID HEIGHT    -        -32.742 (meters)                     GEOID18
 KV0670  DYNAMIC HEIGHT  -        110.279 (meters)      361.81  (feet) COMP
 KV0670  MODELED GRAVITY -    980,191.4   (mgal)                       NAVD 88
 KV0670
 KV0670  VERT ORDER      -  SECOND    CLASS 0
 KV0670
 KV0670.The horizontal coordinates were scaled from a map and have
 KV0670.an estimated accuracy of +/- 6 seconds.
 KV0670
 KV0670.The orthometric height was determined by differential leveling and
 KV0670.adjusted by the NATIONAL GEODETIC SURVEY
 KV0670.in June 1991.
 KV0670
 KV0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0670.GEOID18 height accuracy estimate available here.
 KV0670
 KV0670.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL547073(NAD 83)
 KV0670
 KV0670                          SUPERSEDED SURVEY CONTROL
 KV0670
 KV0670  NGVD 29 (11/26/84)  110.624  (m)          362.94   (f) ADJUSTED    2 0
 KV0670
 KV0670.Superseded values are not recommended for survey control.
 KV0670
 KV0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0670.See file dsdata.pdf to determine how the superseded data were derived.
 KV0670
 KV0670_MARKER: B = BOLT
 KV0670_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0670_SP_SET: SIGNAL TOWER BASE
 KV0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0670+STABILITY: SURFACE MOTION
 KV0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0670+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2021
 KV0670
 KV0670  HISTORY     - Date     Condition        Report By
 KV0670  HISTORY     - 1935     MONUMENTED       ELRR
 KV0670  HISTORY     - 1935     GOOD             CGS
 KV0670  HISTORY     - 20210917 GOOD             NJGS
 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.
 KV0670
 KV0670                          STATION RECOVERY (2021)
 KV0670
 KV0670'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0670'UNUSABLE FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1404 ***********************************************************************
 KV1404  DESIGNATION -  COPPER BOLT CNJRR
 KV1404  PID         -  KV1404
 KV1404  STATE/COUNTY-  NJ/SOMERSET
 KV1404  COUNTRY     -  US
 KV1404  USGS QUAD   -  RARITAN (2019)
 KV1404
 KV1404                         *CURRENT SURVEY CONTROL
 KV1404  ______________________________________________________________________
 KV1404* NAD 83(1986) POSITION- 40 35 33.     (N) 074 41 04.     (W)   SCALED
 KV1404* NAVD 88 ORTHO HEIGHT -    26.112 (meters)       85.67  (feet) ADJUSTED
 KV1404  ______________________________________________________________________
 KV1404  GEOID HEIGHT    -        -33.450 (meters)                     GEOID18
 KV1404  DYNAMIC HEIGHT  -         26.100 (meters)       85.63  (feet) COMP
 KV1404  MODELED GRAVITY -    980,177.5   (mgal)                       NAVD 88
 KV1404
 KV1404  VERT ORDER      -  FIRST     CLASS II
 KV1404
 KV1404.The horizontal coordinates were scaled from a map and have
 KV1404.an estimated accuracy of +/- 6 seconds.
 KV1404
 KV1404.The orthometric height was determined by differential leveling and
 KV1404.adjusted by the NATIONAL GEODETIC SURVEY
 KV1404.in June 1991.
 KV1404
 KV1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1404.GEOID18 height accuracy estimate available here.
 KV1404
 KV1404.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK267935(NAD 83)
 KV1404
 KV1404                          SUPERSEDED SURVEY CONTROL
 KV1404
 KV1404  NGVD 29 (11/26/84)   26.379  (m)           86.55   (f) ADJUSTED    1 2
 KV1404
 KV1404.Superseded values are not recommended for survey control.
 KV1404
 KV1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1404.See file dsdata.pdf to determine how the superseded data were derived.
 KV1404
 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 = JULY 24, 2026 22:12:30 EDT
 JU2885 ***********************************************************************
 JU2885  DESIGNATION -  CORBIN
 JU2885  PID         -  JU2885
 JU2885  STATE/COUNTY-  NJ/ATLANTIC
 JU2885  COUNTRY     -  US
 JU2885  USGS QUAD   -  MARMORA (2019)
 JU2885
 JU2885                         *CURRENT SURVEY CONTROL
 JU2885  ______________________________________________________________________
 JU2885* NAD 83(1996) POSITION- 39 18 09.94966(N) 074 44 28.24407(W)   ADJUSTED
 JU2885* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2885  ______________________________________________________________________
 JU2885  GEOID HEIGHT    -        -34.385 (meters)                     GEOID18
 JU2885  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2885.GEOID18 height accuracy estimate available here.
 JU2885
 JU2885.Click photographs - Photos may exist for this station.
 JU2885
 JU2885.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2885
 JU2885. The following values were computed from the NAD 83(1996) position.
 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       -  SOUTH ELECTRIC TOWER                     096 59 54.4
 JU2885:UTM  18      -  SOUTH ELECTRIC TOWER                     096 40 54.2
 JU2885
 JU2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2231550407(NAD 83)
 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
 JU2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2885.See file dsdata.pdf to determine how the superseded data were derived.
 JU2885
 JU2885_MARKER: DS = TRIANGULATION STATION DISK
 JU2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2885_STAMPING: CORBIN 1935
 JU2885_MARK LOGO: CGS
 JU2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2885+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU3192 ***********************************************************************
 JU3192  DESIGNATION -  CORK
 JU3192  PID         -  JU3192
 JU3192  STATE/COUNTY-  NJ/CAMDEN
 JU3192  COUNTRY     -  US
 JU3192  USGS QUAD   -  PHILADELPHIA (2019)
 JU3192
 JU3192                         *CURRENT SURVEY CONTROL
 JU3192  ______________________________________________________________________
 JU3192* NAD 83(1996) POSITION- 39 55 13.06039(N) 075 07 41.91437(W)   ADJUSTED
 JU3192* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3192  ______________________________________________________________________
 JU3192  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 JU3192  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3192.GEOID18 height accuracy estimate available here.
 JU3192
 JU3192.Click photographs - Photos may exist for this station.
 JU3192
 JU3192.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3192
 JU3192. The following values were computed from the NAD 83(1996) position.
 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 READING TERM CHIMNEY              346 03 48.7
 JU3192:SPC PA S     -  CAMDEN READING TERM CHIMNEY              343 57 33.7
 JU3192:UTM  18      -  CAMDEN READING TERM CHIMNEY              345 44 33.5
 JU3192
 JU3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8903418918(NAD 83)
 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
 JU3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3192.See file dsdata.pdf to determine how the superseded data were derived.
 JU3192
 JU3192_MARKER: DD = SURVEY DISK
 JU3192_SETTING: 0 = UNSPECIFIED SETTING
 JU3192
 JU3192  HISTORY     - Date     Condition        Report By
 JU3192  HISTORY     - 1925     MONUMENTED       USACE
 JU3192  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3192
 JU3192                          STATION DESCRIPTION
 JU3192
 JU3192'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4048 ***********************************************************************
 KV4048  DESIGNATION -  CORN
 KV4048  PID         -  KV4048
 KV4048  STATE/COUNTY-  NJ/HUDSON
 KV4048  COUNTRY     -  US
 KV4048  USGS QUAD   -  WEEHAWKEN (2016)
 KV4048
 KV4048                         *CURRENT SURVEY CONTROL
 KV4048  ______________________________________________________________________
 KV4048* NAD 83(1996) POSITION- 40 48 30.50330(N) 074 02 01.14478(W)   ADJUSTED
 KV4048* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4048  ______________________________________________________________________
 KV4048  GEOID HEIGHT    -        -31.859 (meters)                     GEOID18
 KV4048  LAPLACE CORR    -          7.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4048.GEOID18 height accuracy estimate available here.
 KV4048
 KV4048.Click photographs - Photos may exist for this station.
 KV4048
 KV4048.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4048
 KV4048. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8150617945(NAD 83)
 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
 KV4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4048.See file dsdata.pdf to determine how the superseded data were derived.
 KV4048
 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 = JULY 24, 2026 22:12:30 EDT
 JU2608 ***********************************************************************
 JU2608  DESIGNATION -  COTTAGE 1935
 JU2608  PID         -  JU2608
 JU2608  STATE/COUNTY-  NJ/OCEAN
 JU2608  COUNTRY     -  US
 JU2608  USGS QUAD   -  SEASIDE PARK (2019)
 JU2608
 JU2608                         *CURRENT SURVEY CONTROL
 JU2608  ______________________________________________________________________
 JU2608* NAD 83(1996) POSITION- 39 55 52.85109(N) 074 07 12.85496(W)   ADJUSTED
 JU2608* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2608  ______________________________________________________________________
 JU2608  GEOID HEIGHT    -        -33.085 (meters)                     GEOID18
 JU2608  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2608.GEOID18 height accuracy estimate available here.
 JU2608
 JU2608.Click photographs - Photos may exist for this station.
 JU2608
 JU2608.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2608
 JU2608. The following values were computed from the NAD 83(1996) position.
 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 PARK                             120 33 45.2
 JU2608:UTM  18      -  SEASIDE PARK                             120 14 29.7
 JU2608
 JU2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7517120507(NAD 83)
 JU2608
 JU2608|---------------------------------------------------------------------|
 JU2608| PID    Reference Object                     Distance      Geod. Az  |
 JU2608|                                                           dddmmss.s |
 JU2608| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 3.9 KM 0693643.7 |
 JU2608| JU0213 SEASIDE PARK                        APPROX. 3.7 KM 1204822.7 |
 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
 JU2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2608.See file dsdata.pdf to determine how the superseded data were derived.
 JU2608
 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 = JULY 24, 2026 22:12:30 EDT
 KV4170 ***********************************************************************
 KV4170  DESIGNATION -  COUNTY 1913
 KV4170  PID         -  KV4170
 KV4170  STATE/COUNTY-  NJ/BERGEN
 KV4170  COUNTRY     -  US
 KV4170  USGS QUAD   -  ORANGE (2016)
 KV4170
 KV4170                         *CURRENT SURVEY CONTROL
 KV4170  ______________________________________________________________________
 KV4170* NAD 83(1996) POSITION- 40 48 39.11856(N) 074 08 16.25388(W)   ADJUSTED
 KV4170* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV4170  ______________________________________________________________________
 KV4170  GEOID HEIGHT    -        -32.201 (meters)                     GEOID18
 KV4170  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4170.GEOID18 height accuracy estimate available here.
 KV4170
 KV4170.Click photographs - Photos may exist for this station.
 KV4170
 KV4170.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4170
 KV4170. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000479  x   0.99991149  =   0.99991628
 KV4170!SPC NY L     -   1.00000479  x   0.99999513  =   0.99999992
 KV4170!UTM  18      -   1.00000479  x   0.99966508  =   0.99966987
 KV4170
 KV4170:                Primary Azimuth Mark                     Grid Az
 KV4170:SPC NJ       -  NORTH ISLAND                             189 32 55.7
 KV4170:SPC NY L     -  NORTH ISLAND                             189 52 32.4
 KV4170:UTM  18      -  NORTH ISLAND                             189 13 19.2
 KV4170
 KV4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7271518119(NAD 83)
 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  USSD        -  40 48 39.14200(N)    074 08 17.61400(W) AD(       ) 3
 KV4170
 KV4170.Superseded values are not recommended for survey control.
 KV4170
 KV4170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4170.See file dsdata.pdf to determine how the superseded data were derived.
 KV4170
 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 = JULY 24, 2026 22:12:30 EDT
 KV3921 ***********************************************************************
 KV3921  DESIGNATION -  COURT
 KV3921  PID         -  KV3921
 KV3921  STATE/COUNTY-  NJ/BERGEN
 KV3921  COUNTRY     -  US
 KV3921  USGS QUAD   -  HACKENSACK (2019)
 KV3921
 KV3921                         *CURRENT SURVEY CONTROL
 KV3921  ______________________________________________________________________
 KV3921* NAD 83(1996) POSITION- 40 52 29.70859(N) 074 02 22.78319(W)   ADJUSTED
 KV3921* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV3921  ______________________________________________________________________
 KV3921  GEOID HEIGHT    -        -31.852 (meters)                     GEOID18
 KV3921  LAPLACE CORR    -          8.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3921.GEOID18 height accuracy estimate available here.
 KV3921
 KV3921.Click photographs - Photos may exist for this station.
 KV3921
 KV3921.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3921
 KV3921. The following values were computed from the NAD 83(1996) position.
 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       -  OIL                                      164 27 21.4
 KV3921:SPC NY L     -  OIL                                      164 46 59.3
 KV3921:UTM  18      -  OIL                                      164 07 43.3
 KV3921
 KV3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8091825315(NAD 83)
 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
 KV3921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3921.See file dsdata.pdf to determine how the superseded data were derived.
 KV3921
 KV3921_MARKER: DS = TRIANGULATION STATION DISK
 KV3921_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3921_MARK LOGO: CGS
 KV3921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU2963 ***********************************************************************
 JU2963  DESIGNATION -  COXALL
 JU2963  PID         -  JU2963
 JU2963  STATE/COUNTY-  NJ/CAPE MAY
 JU2963  COUNTRY     -  US
 JU2963  USGS QUAD   -  RIO GRANDE (2019)
 JU2963
 JU2963                         *CURRENT SURVEY CONTROL
 JU2963  ______________________________________________________________________
 JU2963* NAD 83(1996) POSITION- 39 00 47.55149(N) 074 57 00.44204(W)   ADJUSTED
 JU2963* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 JU2963  ______________________________________________________________________
 JU2963  GEOID HEIGHT    -        -35.311 (meters)                     GEOID18
 JU2963  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2963.GEOID18 height accuracy estimate available here.
 JU2963
 JU2963.Click photographs - Photos may exist for this station.
 JU2963
 JU2963.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2963
 JU2963. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2963:SPC NJ       -  CAPE MAY                                 185 54 26.4
 JU2963:UTM  18      -  CAPE MAY                                 185 35 33.3
 JU2963
 JU2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0431818243(NAD 83)
 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
 JU2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2963.See file dsdata.pdf to determine how the superseded data were derived.
 JU2963
 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  HISTORY     - 20190817 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.
 JU2963
 JU2963                          STATION RECOVERY (2019)
 JU2963
 JU2963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (DM)
 JU2963'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2543 ***********************************************************************
 LY2543  DESIGNATION -  CRAGMERE
 LY2543  PID         -  LY2543
 LY2543  STATE/COUNTY-  NJ/BERGEN
 LY2543  COUNTRY     -  US
 LY2543  USGS QUAD   -  RAMSEY (2019)
 LY2543
 LY2543                         *CURRENT SURVEY CONTROL
 LY2543  ______________________________________________________________________
 LY2543* NAD 83(2011) POSITION- 41 05 32.51931(N) 074 07 53.29540(W)   ADJUSTED
 LY2543* NAD 83(2011) ELLIP HT-   149.634 (meters)        (06/27/12)   ADJUSTED
 LY2543* NAD 83(2011) EPOCH   -  2010.00
 LY2543* NAVD 88 ORTHO HEIGHT -   181.5   (meters)      595.    (feet) GPS OBS
 LY2543  ______________________________________________________________________
 LY2543  NAVD 88 orthometric height was determined with an earlier geoid model
 LY2543  GEOID HEIGHT    -        -31.898 (meters)                     GEOID18
 LY2543  NAD 83(2011) X  -  1,316,287.664 (meters)                     COMP
 LY2543  NAD 83(2011) Y  - -4,630,515.458 (meters)                     COMP
 LY2543  NAD 83(2011) Z  -  4,170,257.738 (meters)                     COMP
 LY2543  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 LY2543
 LY2543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2543  Standards:
 LY2543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2543  -------------------------------------------------------------------
 LY2543  NETWORK    0.70   1.29           0.29   0.28   0.66     -0.01450977
 LY2543  -------------------------------------------------------------------
 LY2543  Click here for local accuracies and other accuracy information.
 LY2543
 LY2543.The horizontal coordinates were established by GPS observations
 LY2543.and adjusted by the National Geodetic Survey in June 2012.
 LY2543
 LY2543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2543.been affixed to the stable North American tectonic plate. See 
 LY2543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2543
 LY2543.The horizontal coordinates are valid at the epoch date displayed above
 LY2543.which is a decimal equivalence of Year/Month/Day.
 LY2543
 LY2543.The orthometric height was determined by GPS observations and a
 LY2543.high-resolution geoid model.
 LY2543
 LY2543.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2543.GEOID18 height accuracy estimate available here.
 LY2543
 LY2543.Click photographs - Photos may exist for this station.
 LY2543
 LY2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2543
 LY2543.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2543
 LY2543.The ellipsoidal height was determined by GPS observations
 LY2543.and is referenced to NAD 83.
 LY2543
 LY2543. The following values were computed from the NAD 83(2011) position.
 LY2543
 LY2543;                    North         East     Units Scale Factor Converg.
 LY2543;SPC NJ       -   250,869.723   180,959.868   MT  0.99991179   +0 14 32.0
 LY2543;SPC NJ       -   823,061.75    593,699.17   sFT  0.99991179   +0 14 32.0
 LY2543;SPC NY E     -   250,869.723   180,959.868   MT  0.99991179   +0 14 32.0
 LY2543;SPC NY E     -   823,061.75    593,699.17   sFT  0.99991179   +0 14 32.0
 LY2543;UTM  18      - 4,549,374.095   572,942.942   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  =   0.99964202
 LY2543
 LY2543:                Primary Azimuth Mark                     Grid Az
 LY2543:SPC NJ       -  BALD                                     299 11 47.3
 LY2543:SPC NY E     -  BALD                                     299 11 47.3
 LY2543:UTM  18      -  BALD                                     298 52 04.1
 LY2543
 LY2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7294249374(NAD 83)
 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 0621054.2 |
 LY2543| LY2532 MONSEY MUNICIPAL STANDPIPE          APPROX. 4.8 KM 0653242.2 |
 LY2543| CB3899 CRAGMERE RM 2                        25.942 METERS 29808     |
 LY2543| LY2541 MAHWAH SAM BRAEN CO MAST            APPROX. 4.2 KM 2982210.9 |
 LY2543| LY2540 BALD                                APPROX. 6.6 KM 2992619.3 |
 LY2543| LY2542 MAHWAH MUN STANDPIPE                 34.630 METERS 31617     |
 LY2543|---------------------------------------------------------------------|
 LY2543
 LY2543                          SUPERSEDED SURVEY CONTROL
 LY2543
 LY2543  NAD 83(2007)-  41 05 32.51941(N)    074 07 53.29632(W) AD(2002.00) 0
 LY2543  ELLIP H (02/10/07)  149.657  (m)                       GP(2002.00)    
 LY2543  ELLIP H (10/23/02)  149.658  (m)                       GP(       ) 4 1
 LY2543  NAD 83(1996)-  41 05 32.51947(N)    074 07 53.29713(W) AD(       ) 1
 LY2543  ELLIP H (05/14/99)  149.672  (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
 LY2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2543.See file dsdata.pdf to determine how the superseded data were derived.
 LY2543
 LY2543_MARKER: DS = TRIANGULATION STATION DISK
 LY2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2543_STAMPING: CRAGMERE 1964
 LY2543_MARK LOGO: CGS
 LY2543_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV3578 ***********************************************************************
 KV3578  DESIGNATION -  CRAIG
 KV3578  PID         -  KV3578
 KV3578  STATE/COUNTY-  NJ/HUNTERDON
 KV3578  COUNTRY     -  US
 KV3578  USGS QUAD   -  FRENCHTOWN (2019)
 KV3578
 KV3578                         *CURRENT SURVEY CONTROL
 KV3578  ______________________________________________________________________
 KV3578* NAD 83(1996) POSITION- 40 35 30.60085(N) 075 03 36.57683(W)   ADJUSTED
 KV3578* NAVD 88 ORTHO HEIGHT -   136.    (meters)      446.    (feet) SCALED
 KV3578  ______________________________________________________________________
 KV3578  GEOID HEIGHT    -        -34.003 (meters)                     GEOID18
 KV3578  LAPLACE CORR    -          3.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3578.GEOID18 height accuracy estimate available here.
 KV3578
 KV3578.Click photographs - Photos may exist for this station.
 KV3578
 KV3578.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3578
 KV3578. The following values were computed from the NAD 83(1996) position.
 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  =   0.99958437
 KV3578
 KV3578:                Primary Azimuth Mark                     Grid Az
 KV3578:SPC NJ       -  CRAIG AZ MK                              152 47 22.1
 KV3578:SPC PA S     -  CRAIG AZ MK                              150 40 47.5
 KV3578:UTM  18      -  CRAIG AZ MK                              152 27 50.9
 KV3578
 KV3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9490993450(NAD 83)
 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
 KV3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3578.See file dsdata.pdf to determine how the superseded data were derived.
 KV3578
 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 = JULY 24, 2026 22:12:30 EDT
 KV6847 ***********************************************************************
 KV6847  DESIGNATION -  CRANFORD 1
 KV6847  PID         -  KV6847
 KV6847  STATE/COUNTY-  NJ/UNION
 KV6847  COUNTRY     -  US
 KV6847  USGS QUAD   -  ROSELLE (2019)
 KV6847
 KV6847                         *CURRENT SURVEY CONTROL
 KV6847  ______________________________________________________________________
 KV6847* NAD 83(2011) POSITION- 40 38 30.99387(N) 074 17 19.91409(W)   ADJUSTED
 KV6847* NAD 83(2011) ELLIP HT-    -8.228 (meters)        (06/27/12)   ADJUSTED
 KV6847* NAD 83(2011) EPOCH   -  2010.00
 KV6847* NAVD 88 ORTHO HEIGHT -    24.4   (meters)       80.    (feet) GPS OBS
 KV6847  ______________________________________________________________________
 KV6847  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6847  GEOID HEIGHT    -        -32.770 (meters)                     GEOID90
 KV6847  GEOID HEIGHT    -        -32.622 (meters)                     GEOID18
 KV6847  NAD 83(2011) X  -  1,312,392.715 (meters)                     COMP
 KV6847  NAD 83(2011) Y  - -4,665,505.030 (meters)                     COMP
 KV6847  NAD 83(2011) Z  -  4,132,327.448 (meters)                     COMP
 KV6847  LAPLACE CORR    -          5.28  (seconds)                    DEFLEC18
 KV6847
 KV6847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6847  Standards:
 KV6847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6847  -------------------------------------------------------------------
 KV6847  NETWORK    0.43   0.67           0.16   0.19   0.34     -0.07498906
 KV6847  -------------------------------------------------------------------
 KV6847  Click here for local accuracies and other accuracy information.
 KV6847
 KV6847.The horizontal coordinates were established by GPS observations
 KV6847.and adjusted by the National Geodetic Survey in June 2012.
 KV6847
 KV6847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6847.been affixed to the stable North American tectonic plate. See 
 KV6847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6847
 KV6847.The horizontal coordinates are valid at the epoch date displayed above
 KV6847.which is a decimal equivalence of Year/Month/Day.
 KV6847
 KV6847.The orthometric height was determined by GPS observations and a
 KV6847.high-resolution geoid model.
 KV6847
 KV6847.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6847.GEOID18 height accuracy estimate available here.
 KV6847
 KV6847.Click photographs - Photos may exist for this station.
 KV6847
 KV6847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6847
 KV6847.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6847
 KV6847.The ellipsoidal height was determined by GPS observations
 KV6847.and is referenced to NAD 83.
 KV6847
 KV6847. The following values were computed from the NAD 83(2011) position.
 KV6847
 KV6847;                    North         East     Units Scale Factor Converg.
 KV6847;SPC NJ       -   200,810.552   167,857.883   MT  0.99990392   +0 08 15.1
 KV6847;SPC NJ       -   658,825.95    550,713.74   sFT  0.99990392   +0 08 15.1
 KV6847;SPC NY L     -    52,817.559   275,565.251   MT  1.00000147   -0 11 20.2
 KV6847;SPC NY L     -   173,285.61    904,083.66   sFT  1.00000147   -0 11 20.2
 KV6847;UTM  18      - 4,499,253.603   560,130.259   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 18.8
 KV6847:SPC NY L     -  CRANFORD 2                               020 33 54.1
 KV6847:UTM  18      -  CRANFORD 2                               019 54 46.4
 KV6847
 KV6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6013099253(NAD 83)
 KV6847
 KV6847|---------------------------------------------------------------------|
 KV6847| PID    Reference Object                     Distance      Geod. Az  |
 KV6847|                                                           dddmmss.s |
 KV6847| KV6848 CRANFORD 2                          416.613 METERS 0202233.9 |
 KV6847|---------------------------------------------------------------------|
 KV6847
 KV6847                          SUPERSEDED SURVEY CONTROL
 KV6847
 KV6847  NAD 83(2007)-  40 38 30.99402(N)    074 17 19.91480(W) AD(2002.00) 0
 KV6847  ELLIP H (02/10/07)   -8.216  (m)                       GP(2002.00)    
 KV6847  ELLIP H (10/23/02)   -8.218  (m)                       GP(       ) 4 1
 KV6847  NAD 83(1996)-  40 38 30.99422(N)    074 17 19.91502(W) AD(       ) 1
 KV6847  ELLIP H (05/14/99)   -8.210  (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
 KV6847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6847.See file dsdata.pdf to determine how the superseded data were derived.
 KV6847
 KV6847_MARKER: DD = SURVEY DISK
 KV6847_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6847_SP_SET: 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  HISTORY     - 20070603 GOOD             GEOCAC
 KV6847  HISTORY     - 20191015 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.
 KV6847
 KV6847                          STATION RECOVERY (2007)
 KV6847
 KV6847'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6847'RECOVERED IN GOOD CONDITION.
 KV6847
 KV6847                          STATION RECOVERY (2019)
 KV6847
 KV6847'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 KV6847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6848 ***********************************************************************
 KV6848  DESIGNATION -  CRANFORD 2
 KV6848  PID         -  KV6848
 KV6848  STATE/COUNTY-  NJ/UNION
 KV6848  COUNTRY     -  US
 KV6848  USGS QUAD   -  ROSELLE (2019)
 KV6848
 KV6848                         *CURRENT SURVEY CONTROL
 KV6848  ______________________________________________________________________
 KV6848* NAD 83(2011) POSITION- 40 38 43.65477(N) 074 17 13.74033(W)   ADJUSTED
 KV6848* NAD 83(2011) ELLIP HT-   -10.504 (meters)        (06/27/12)   ADJUSTED
 KV6848* NAD 83(2011) EPOCH   -  2010.00
 KV6848* NAVD 88 ORTHO HEIGHT -    22.1   (meters)       73.    (feet) GPS OBS
 KV6848  ______________________________________________________________________
 KV6848  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6848  GEOID HEIGHT    -        -32.770 (meters)                     GEOID90
 KV6848  GEOID HEIGHT    -        -32.618 (meters)                     GEOID18
 KV6848  NAD 83(2011) X  -  1,312,463.001 (meters)                     COMP
 KV6848  NAD 83(2011) Y  - -4,665,219.208 (meters)                     COMP
 KV6848  NAD 83(2011) Z  -  4,132,622.299 (meters)                     COMP
 KV6848  LAPLACE CORR    -          5.28  (seconds)                    DEFLEC18
 KV6848
 KV6848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6848  Standards:
 KV6848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6848  -------------------------------------------------------------------
 KV6848  NETWORK    0.43   0.71           0.17   0.18   0.36     -0.05703343
 KV6848  -------------------------------------------------------------------
 KV6848  Click here for local accuracies and other accuracy information.
 KV6848
 KV6848.The horizontal coordinates were established by GPS observations
 KV6848.and adjusted by the National Geodetic Survey in June 2012.
 KV6848
 KV6848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6848.been affixed to the stable North American tectonic plate. See 
 KV6848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6848
 KV6848.The horizontal coordinates are valid at the epoch date displayed above
 KV6848.which is a decimal equivalence of Year/Month/Day.
 KV6848
 KV6848.The orthometric height was determined by GPS observations and a
 KV6848.high-resolution geoid model.
 KV6848
 KV6848.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6848.GEOID18 height accuracy estimate available here.
 KV6848
 KV6848.Click photographs - Photos may exist for this station.
 KV6848
 KV6848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6848
 KV6848.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6848
 KV6848.The ellipsoidal height was determined by GPS observations
 KV6848.and is referenced to NAD 83.
 KV6848
 KV6848. The following values were computed from the NAD 83(2011) position.
 KV6848
 KV6848;                    North         East     Units Scale Factor Converg.
 KV6848;SPC NJ       -   201,201.406   168,001.988   MT  0.99990399   +0 08 19.1
 KV6848;SPC NJ       -   660,108.28    551,186.52   sFT  0.99990399   +0 08 19.1
 KV6848;SPC NY L     -    53,207.624   275,711.595   MT  1.00000125   -0 11 16.2
 KV6848;SPC NY L     -   174,565.35    904,563.79   sFT  1.00000125   -0 11 16.2
 KV6848;UTM  18      - 4,499,645.168   560,272.103   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 18.8
 KV6848:SPC NY L     -  CRANFORD 1                               200 33 54.1
 KV6848:UTM  18      -  CRANFORD 1                               199 54 46.2
 KV6848
 KV6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6027299645(NAD 83)
 KV6848
 KV6848|---------------------------------------------------------------------|
 KV6848| PID    Reference Object                     Distance      Geod. Az  |
 KV6848|                                                           dddmmss.s |
 KV6848| KV6847 CRANFORD 1                          416.613 METERS 2002237.9 |
 KV6848|---------------------------------------------------------------------|
 KV6848
 KV6848                          SUPERSEDED SURVEY CONTROL
 KV6848
 KV6848  NAD 83(2007)-  40 38 43.65493(N)    074 17 13.74101(W) AD(2002.00) 0
 KV6848  ELLIP H (02/10/07)  -10.491  (m)                       GP(2002.00)    
 KV6848  ELLIP H (10/23/02)  -10.496  (m)                       GP(       ) 4 1
 KV6848  NAD 83(1996)-  40 38 43.65515(N)    074 17 13.74125(W) AD(       ) 1
 KV6848  ELLIP H (05/14/99)  -10.483  (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
 KV6848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6848.See file dsdata.pdf to determine how the superseded data were derived.
 KV6848
 KV6848_MARKER: DD = SURVEY DISK
 KV6848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV5090 ***********************************************************************
 KV5090  DESIGNATION -  CRAWFORD
 KV5090  PID         -  KV5090
 KV5090  STATE/COUNTY-  NJ/MONMOUTH
 KV5090  COUNTRY     -  US
 KV5090  USGS QUAD   -  KEYPORT (2016)
 KV5090
 KV5090                         *CURRENT SURVEY CONTROL
 KV5090  ______________________________________________________________________
 KV5090* NAD 83(1996) POSITION- 40 23 27.43064(N) 074 11 04.26153(W)   ADJUSTED
 KV5090* NAVD 88 ORTHO HEIGHT -   118.    (meters)      387.    (feet) SCALED
 KV5090  ______________________________________________________________________
 KV5090  GEOID HEIGHT    -        -32.339 (meters)                     GEOID18
 KV5090  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5090.GEOID18 height accuracy estimate available here.
 KV5090
 KV5090.Click photographs - Photos may exist for this station.
 KV5090
 KV5090.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5090
 KV5090. The following values were computed from the NAD 83(1996) position.
 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       -   0.99998662  x   0.99990883  =   0.99989545
 KV5090!UTM  18      -   0.99998662  x   0.99965896  =   0.99964558
 KV5090
 KV5090:                Primary Azimuth Mark                     Grid Az
 KV5090:SPC NJ       -  CRAWFORD RM 2=POINT 6242                 236 52 14.2
 KV5090:UTM  18      -  CRAWFORD RM 2=POINT 6242                 236 32 47.8
 KV5090
 KV5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6921171469(NAD 83)
 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
 KV5090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5090.See file dsdata.pdf to determine how the superseded data were derived.
 KV5090
 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 = JULY 24, 2026 22:12:30 EDT
 HU1290 ***********************************************************************
 HU1290  DESIGNATION -  CREEK
 HU1290  PID         -  HU1290
 HU1290  STATE/COUNTY-  NJ/CAPE MAY
 HU1290  COUNTRY     -  US
 HU1290  USGS QUAD   -  CAPE MAY (2019)
 HU1290
 HU1290                         *CURRENT SURVEY CONTROL
 HU1290  ______________________________________________________________________
 HU1290* NAD 83(1996) POSITION- 38 57 18.97136(N) 074 57 55.50098(W)   ADJUSTED
 HU1290* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 HU1290  ______________________________________________________________________
 HU1290  GEOID HEIGHT    -        -35.448 (meters)                     GEOID18
 HU1290  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1290.GEOID18 height accuracy estimate available here.
 HU1290
 HU1290.Click photographs - Photos may exist for this station.
 HU1290
 HU1290.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1290
 HU1290. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000484  x   0.99992003  =   0.99992487
 HU1290!UTM  18      -   1.00000484  x   0.99960011  =   0.99960495
 HU1290
 HU1290:                Primary Azimuth Mark                     Grid Az
 HU1290:SPC NJ       -  CAPE MAY LIGHTHOUSE                      170 16 42.2
 HU1290:UTM  18      -  CAPE MAY LIGHTHOUSE                      169 57 50.5
 HU1290
 HU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0299611813(NAD 83)
 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
 HU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1290.See file dsdata.pdf to determine how the superseded data were derived.
 HU1290
 HU1290_MARKER: DS = TRIANGULATION STATION DISK
 HU1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1290_STAMPING: CREEK 1927
 HU1290_MARK LOGO: CGS
 HU1290_PROJECTION: PROJECTING
 HU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1290+STABILITY: SURFACE MOTION
 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  HISTORY     - 20080828 MARK NOT FOUND   UE
 HU1290  HISTORY     - 20090225 MARK NOT FOUND   INDIV
 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.
 HU1290
 HU1290                          STATION RECOVERY (2008)
 HU1290
 HU1290'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 HU1290'HANDHELD GPS WITH ACCURACY OF 15 FEET HELD FOR ABOUT A HALF HOUR
 HU1290'INDICATED THAT THE MONUMENT SHOULD BE ON OR AROUND A MOUND ABOUT 30
 HU1290'FEET INLAND FROM THE SLOPE OF A 10-FOOT-HIGH EMBANKMENT. METAL
 HU1290'DETECTOR FOUND NOTHING EXCEPT THE RUST REMAINS OF A FEW CANS. ALSO DID
 HU1290'A QUICK VISUAL SEARCH FOR RM1, RM2 AND THE SHORELINE MARKERS, BUT HAD
 HU1290'NO IDEA HOW FAR THEY WERE FROM CREEK.
 HU1290
 HU1290                          STATION RECOVERY (2009)
 HU1290
 HU1290'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 HU1290'SEARCHED DUNE AREA ON EMBANKMENT ABOVE BEACH FOR ABOUT A HALF HOUR BUT
 HU1290'DID NOT FIND STATION CREEK.  IT IS BELIEVED STATION MAY HAVE BEEN
 HU1290'COVERED BY DRIFTING SAND DUNES.
 HU1290'CREEK RM NO. 1 WAS FOUND OUT OF THE GROUND ON ITS SIDE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3423 ***********************************************************************
 JU3423  DESIGNATION -  CREEK
 JU3423  PID         -  JU3423
 JU3423  STATE/COUNTY-  NJ/SALEM
 JU3423  COUNTRY     -  US
 JU3423  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3423
 JU3423                         *CURRENT SURVEY CONTROL
 JU3423  ______________________________________________________________________
 JU3423* NAD 83(1996) POSITION- 39 29 52.83046(N) 075 31 40.60163(W)   ADJUSTED
 JU3423* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3423  ______________________________________________________________________
 JU3423  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 JU3423  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3423.GEOID18 height accuracy estimate available here.
 JU3423
 JU3423.Click photographs - Photos may exist for this station.
 JU3423
 JU3423.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3423
 JU3423. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000516  x   0.99999621  =   1.00000137
 JU3423!UTM  18      -   1.00000516  x   0.99962537  =   0.99963053
 JU3423
 JU3423:                Primary Azimuth Mark                     Grid Az
 JU3423:SPC NJ       -  STONY                                    190 08 21.8
 JU3423:UTM  18      -  STONY                                    189 49 16.8
 JU3423
 JU3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5460672176(NAD 83)
 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
 JU3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3423.See file dsdata.pdf to determine how the superseded data were derived.
 JU3423
 JU3423_MARKER: DS = TRIANGULATION STATION DISK
 JU3423_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3423_STAMPING: CREEK 1934
 JU3423_MARK LOGO: CGS
 JU3423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4125 ***********************************************************************
 KV4125  DESIGNATION -  CREEK
 KV4125  PID         -  KV4125
 KV4125  STATE/COUNTY-  NJ/HUDSON
 KV4125  COUNTRY     -  US
 KV4125  USGS QUAD   -  WEEHAWKEN (2016)
 KV4125
 KV4125                         *CURRENT SURVEY CONTROL
 KV4125  ______________________________________________________________________
 KV4125* NAD 83(1996) POSITION- 40 45 09.23083(N) 074 04 53.23889(W)   ADJUSTED
 KV4125* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4125  ______________________________________________________________________
 KV4125  GEOID HEIGHT    -        -32.046 (meters)                     GEOID18
 KV4125  LAPLACE CORR    -          6.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4125.GEOID18 height accuracy estimate available here.
 KV4125
 KV4125.Click photographs - Photos may exist for this station.
 KV4125
 KV4125.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4125
 KV4125. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4125:SPC NJ       -  HILL                                     333 33 19.4
 KV4125:SPC NY L     -  HILL                                     333 52 54.8
 KV4125:UTM  18      -  HILL                                     333 13 44.3
 KV4125
 KV4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7753911695(NAD 83)
 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  USSD        -  40 45 09.25700(N)    074 04 54.62200(W) AD(       ) 3
 KV4125
 KV4125.Superseded values are not recommended for survey control.
 KV4125
 KV4125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4125.See file dsdata.pdf to determine how the superseded data were derived.
 KV4125
 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 = JULY 24, 2026 22:12:30 EDT
 JU4427 ***********************************************************************
 JU4427  DESIGNATION -  CREST 1
 JU4427  PID         -  JU4427
 JU4427  STATE/COUNTY-  NJ/CAPE MAY
 JU4427  COUNTRY     -  US
 JU4427  USGS QUAD   -  STONE HARBOR (2019)
 JU4427
 JU4427                         *CURRENT SURVEY CONTROL
 JU4427  ______________________________________________________________________
 JU4427* NAD 83(2011) POSITION- 39 05 58.37880(N) 074 48 24.13330(W)   ADJUSTED
 JU4427* NAD 83(2011) ELLIP HT-   -32.724 (meters)        (06/27/12)   ADJUSTED
 JU4427* NAD 83(2011) EPOCH   -  2010.00
 JU4427* NAVD 88 ORTHO HEIGHT -     2.427 (meters)        7.96  (feet) ADJUSTED
 JU4427  ______________________________________________________________________
 JU4427  GEOID HEIGHT    -        -35.142 (meters)                     GEOID18
 JU4427  NAD 83(2011) X  -  1,298,938.950 (meters)                     COMP
 JU4427  NAD 83(2011) Y  - -4,783,101.339 (meters)                     COMP
 JU4427  NAD 83(2011) Z  -  4,000,879.082 (meters)                     COMP
 JU4427  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 JU4427  DYNAMIC HEIGHT  -          2.425 (meters)        7.96  (feet) COMP
 JU4427  MODELED GRAVITY -    980,068.0   (mgal)                       NAVD 88
 JU4427
 JU4427  VERT ORDER      -  FIRST     CLASS II
 JU4427
 JU4427  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4427  Standards:
 JU4427         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4427            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4427  -------------------------------------------------------------------
 JU4427  NETWORK    0.64   0.94           0.29   0.22   0.48     -0.05925789
 JU4427  -------------------------------------------------------------------
 JU4427  Click here for local accuracies and other accuracy information.
 JU4427
 JU4427.The horizontal coordinates were established by GPS observations
 JU4427.and adjusted by the National Geodetic Survey in June 2012.
 JU4427
 JU4427.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4427.been affixed to the stable North American tectonic plate. See 
 JU4427.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4427
 JU4427.The horizontal coordinates are valid at the epoch date displayed above
 JU4427.which is a decimal equivalence of Year/Month/Day.
 JU4427
 JU4427.The orthometric height was determined by differential leveling and
 JU4427.adjusted by the NATIONAL GEODETIC SURVEY
 JU4427.in May 2012.
 JU4427
 JU4427.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4427.GEOID18 height accuracy estimate available here.
 JU4427
 JU4427.Click photographs - Photos may exist for this station.
 JU4427
 JU4427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4427
 JU4427.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4427
 JU4427.The ellipsoidal height was determined by GPS observations
 JU4427.and is referenced to NAD 83.
 JU4427
 JU4427.The dynamic height is computed by dividing the NAVD 88
 JU4427.geopotential number by the normal gravity value computed on the
 JU4427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4427.degrees latitude (g = 980.6199 gals.).
 JU4427
 JU4427.The modeled gravity was interpolated from observed gravity values.
 JU4427
 JU4427. The following values were computed from the NAD 83(2011) position.
 JU4427
 JU4427;                    North         East     Units Scale Factor Converg.
 JU4427;SPC NJ       -    29,595.789   123,471.259   MT  0.99990866   -0 11 36.3
 JU4427;SPC NJ       -    97,098.85    405,088.62   sFT  0.99990866   -0 11 36.3
 JU4427;UTM  18      - 4,327,841.593   516,714.393   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1671427841(NAD 83)
 JU4427
 JU4427                          SUPERSEDED SURVEY CONTROL
 JU4427
 JU4427  NAD 83(2007)-  39 05 58.37912(N)    074 48 24.13402(W) AD(2002.00) 0
 JU4427  ELLIP H (02/10/07)  -32.712  (m)                       GP(2002.00)    
 JU4427  ELLIP H (10/23/02)  -32.691  (m)                       GP(       ) 4 1
 JU4427  NAD 83(1996)-  39 05 58.37905(N)    074 48 24.13381(W) AD(       ) 1
 JU4427  ELLIP H (05/14/99)  -32.708  (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)  -32.803  (m)                       GP(       ) 3 1
 JU4427  NAVD 88 (04/25/94)    2.4    (m)  GEOID93  model used  GPS OBS        
 JU4427
 JU4427.Superseded values are not recommended for survey control.
 JU4427
 JU4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4427.See file dsdata.pdf to determine how the superseded data were derived.
 JU4427
 JU4427_MARKER: DD = SURVEY DISK
 JU4427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4427_STAMPING: CREST 1 1992
 JU4427_MARK LOGO: NJHA
 JU4427_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - August 01, 2010
 JU4427
 JU4427  HISTORY     - Date     Condition        Report By
 JU4427  HISTORY     - 1992     MONUMENTED       NJHA
 JU4427  HISTORY     - 19930623 GOOD
 JU4427  HISTORY     - 20080617 GOOD             UE
 JU4427  HISTORY     - 20090709 GOOD             NJGS
 JU4427  HISTORY     - 20100309 GOOD             INDIV
 JU4427  HISTORY     - 20100801 GOOD             NJGS
 JU4427  HISTORY     - 20220131 MARK NOT FOUND   NJGS
 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.
 JU4427
 JU4427                          STATION RECOVERY (2008)
 JU4427
 JU4427'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU4427'RECOVERED IN GOOD CONDITION.
 JU4427
 JU4427                          STATION RECOVERY (2009)
 JU4427
 JU4427'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 JU4427'RECOVERED IN GOOD CONDITION.
 JU4427'
 JU4427'NOTE-THE STATION IS ALSO 69.6 FT (21.2 M) NORTH-NORTHWEST OF MILEPOST
 JU4427'11 SIGN ON THE WEST SIDE OF THE SOUTH BOUND LANES OF THE GARDEN STATE
 JU4427'PARKWAY, 20 FT (6.1 M) WEST OF THE WEST POST OF A SIGN (NO
 JU4427'TRESPASSING/POSTING OF SIGNS).
 JU4427
 JU4427                          STATION RECOVERY (2010)
 JU4427
 JU4427'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 JU4427'RECOVERED IN GOOD CONDITION.
 JU4427'
 JU4427
 JU4427                          STATION RECOVERY (2010)
 JU4427
 JU4427'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU4427'RECOVERED AS DESCRIBED.
 JU4427
 JU4427                          STATION RECOVERY (2022)
 JU4427
 JU4427'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 JU4427'STATION PLOTS 1.1 M (3.6 FT) BELOW GRADE AT LOCATION BECAUSE THE
 JU4427'SURROUNDING AREA HAS UNDERGONE EXTENSIVE CONSTRUCTION AND REGRADING IN
 JU4427'ORDER TO BUILD A PARKWAY OVERPASS WITH NEW RAMPS.  MONUMENT WAS NOT
 JU4427'FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4921 ***********************************************************************
 KV4921  DESIGNATION -  CRF MORRIS USCA 1940
 KV4921  PID         -  KV4921
 KV4921  STATE/COUNTY-  NJ/MONMOUTH
 KV4921  COUNTRY     -  US
 KV4921  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4921
 KV4921                         *CURRENT SURVEY CONTROL
 KV4921  ______________________________________________________________________
 KV4921* NAD 83(1996) POSITION- 40 28 16.44215(N) 074 00 26.12275(W)   ADJUSTED
 KV4921* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4921  ______________________________________________________________________
 KV4921  GEOID HEIGHT    -        -32.435 (meters)                     GEOID18
 KV4921  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4921.GEOID18 height accuracy estimate available here.
 KV4921
 KV4921.Click photographs - Photos may exist for this station.
 KV4921
 KV4921.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4921
 KV4921. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8415580534(NAD 83)
 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
 KV4921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4921.See file dsdata.pdf to determine how the superseded data were derived.
 KV4921
 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 = JULY 24, 2026 22:12:30 EDT
 KV4918 ***********************************************************************
 KV4918  DESIGNATION -  CRF PECK USCA 1940
 KV4918  PID         -  KV4918
 KV4918  STATE/COUNTY-  NJ/MONMOUTH
 KV4918  COUNTRY     -  US
 KV4918  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4918
 KV4918                         *CURRENT SURVEY CONTROL
 KV4918  ______________________________________________________________________
 KV4918* NAD 83(1996) POSITION- 40 28 17.43367(N) 074 00 22.61850(W)   ADJUSTED
 KV4918* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4918  ______________________________________________________________________
 KV4918  GEOID HEIGHT    -        -32.436 (meters)                     GEOID18
 KV4918  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4918.GEOID18 height accuracy estimate available here.
 KV4918
 KV4918.Click photographs - Photos may exist for this station.
 KV4918
 KV4918.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4918
 KV4918. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4918:SPC NJ       -  SIMPSON                                  207 45 16.7
 KV4918:UTM  18      -  SIMPSON                                  207 25 48.3
 KV4918
 KV4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8423780566(NAD 83)
 KV4918
 KV4918|---------------------------------------------------------------------|
 KV4918| PID    Reference Object                     Distance      Geod. Az  |
 KV4918|                                                           dddmmss.s |
 KV4918| KV4919 BC PECK USCA                         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
 KV4918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4918.See file dsdata.pdf to determine how the superseded data were derived.
 KV4918
 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 = JULY 24, 2026 22:12:30 EDT
 KV0947 ***********************************************************************
 KV0947  DESIGNATION -  CROSS
 KV0947  PID         -  KV0947
 KV0947  STATE/COUNTY-  NJ/MIDDLESEX
 KV0947  COUNTRY     -  US
 KV0947  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0947
 KV0947                         *CURRENT SURVEY CONTROL
 KV0947  ______________________________________________________________________
 KV0947* NAD 83(1986) POSITION- 40 24 59.     (N) 074 21 41.     (W)   SCALED
 KV0947* NAVD 88 ORTHO HEIGHT -     3.218 (meters)       10.56  (feet) POSTED
 KV0947  ______________________________________________________________________
 KV0947  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 KV0947  DYNAMIC HEIGHT  -          3.22  (meters)       10.6   (feet) COMP
 KV0947  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 KV0947
 KV0947  VERT ORDER      -  * POSTED, SEE BELOW
 KV0947
 KV0947.The horizontal coordinates were scaled from a 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
 KV0947.* This is a POSTED BENCH MARK height.
 KV0947
 KV0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0947.GEOID18 height accuracy estimate available here.
 KV0947
 KV0947.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541741(NAD 83)
 KV0947
 KV0947                          SUPERSEDED SURVEY CONTROL
 KV0947
 KV0947  NGVD 29 (11/26/84)    3.602  (m)           11.82   (f) ADJUSTED    1 2
 KV0947
 KV0947.Superseded values are not recommended for survey control.
 KV0947
 KV0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0947.See file dsdata.pdf to determine how the superseded data were derived.
 KV0947
 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       NONE
 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 = JULY 24, 2026 22:12:30 EDT
 KV5151 ***********************************************************************
 KV5151  DESIGNATION -  CROSS
 KV5151  PID         -  KV5151
 KV5151  STATE/COUNTY-  NJ/MONMOUTH
 KV5151  COUNTRY     -  US
 KV5151  USGS QUAD   -  ASBURY PARK (2019)
 KV5151
 KV5151                         *CURRENT SURVEY CONTROL
 KV5151  ______________________________________________________________________
 KV5151* NAD 83(1996) POSITION- 40 10 54.44593(N) 074 01 22.06714(W)   ADJUSTED
 KV5151  ______________________________________________________________________
 KV5151  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 KV5151  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5151.GEOID18 height accuracy estimate available here.
 KV5151
 KV5151.Click photographs - Photos may exist for this station.
 KV5151
 KV5151.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5151
 KV5151. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8319248392(NAD 83)
 KV5151
 KV5151                          SUPERSEDED SURVEY CONTROL
 KV5151
 KV5151  NAD 83(1986)-  40 10 54.44416(N)    074 01 22.06102(W) AD(       ) 3
 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
 KV5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5151.See file dsdata.pdf to determine how the superseded data were derived.
 KV5151
 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 = JULY 24, 2026 22:12:30 EDT
 JU4017 ***********************************************************************
 JU4017  DESIGNATION -  CROSS KEYS PRIMARY PAIR 1
 JU4017  PID         -  JU4017
 JU4017  STATE/COUNTY-  NJ/GLOUCESTER
 JU4017  COUNTRY     -  US
 JU4017  USGS QUAD   -  PITMAN EAST (2019)
 JU4017
 JU4017                         *CURRENT SURVEY CONTROL
 JU4017  ______________________________________________________________________
 JU4017* NAD 83(2011) POSITION- 39 42 23.39791(N) 075 01 39.73525(W)   ADJUSTED
 JU4017* NAD 83(2011) ELLIP HT-    14.692 (meters)        (06/27/12)   ADJUSTED
 JU4017* NAD 83(2011) EPOCH   -  2010.00
 JU4017* NAVD 88 ORTHO HEIGHT -    48.0   (meters)      157.    (feet) GPS OBS
 JU4017  ______________________________________________________________________
 JU4017  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4017  GEOID HEIGHT    -        -33.251 (meters)                     GEOID99
 JU4017  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 JU4017  NAD 83(2011) X  -  1,269,438.703 (meters)                     COMP
 JU4017  NAD 83(2011) Y  - -4,746,789.412 (meters)                     COMP
 JU4017  NAD 83(2011) Z  -  4,052,977.635 (meters)                     COMP
 JU4017  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 JU4017
 JU4017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4017  Standards:
 JU4017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4017  -------------------------------------------------------------------
 JU4017  NETWORK    0.33   0.57           0.15   0.11   0.29     -0.00247010
 JU4017  -------------------------------------------------------------------
 JU4017  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4017
 JU4017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4017.been affixed to the stable North American tectonic plate. See 
 JU4017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4017
 JU4017.The horizontal coordinates are valid at the epoch date displayed above
 JU4017.which is a decimal equivalence of Year/Month/Day.
 JU4017
 JU4017.The orthometric height was determined by GPS observations and a
 JU4017.high-resolution geoid model.
 JU4017
 JU4017.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4017.GEOID18 height accuracy estimate available here.
 JU4017
 JU4017.Click photographs - Photos may exist for this station.
 JU4017
 JU4017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4017
 JU4017.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4017
 JU4017.The ellipsoidal height was determined by GPS observations
 JU4017.and is referenced to NAD 83.
 JU4017
 JU4017. The following values were computed from the NAD 83(2011) position.
 JU4017
 JU4017;                    North         East     Units Scale Factor Converg.
 JU4017;SPC NJ       -    97,062.894   104,749.370   MT  0.99992520   -0 20 13.7
 JU4017;SPC NJ       -   318,447.18    343,665.22   sFT  0.99992520   -0 20 13.7
 JU4017;UTM  18      - 4,395,182.719   497,625.081   MT  0.99960007   -0 01 03.7
 JU4017
 JU4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4017!SPC NJ       -   0.99999770  x   0.99992520  =   0.99992290
 JU4017!UTM  18      -   0.99999770  x   0.99960007  =   0.99959777
 JU4017
 JU4017:                Primary Azimuth Mark                     Grid Az
 JU4017:SPC NJ       -  CROSS KEYS PRIMARY PAIR 2                254 16 48.4
 JU4017:UTM  18      -  CROSS KEYS PRIMARY PAIR 2                253 57 38.4
 JU4017
 JU4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9762595182(NAD 83)
 JU4017
 JU4017|---------------------------------------------------------------------|
 JU4017| PID    Reference Object                     Distance      Geod. Az  |
 JU4017|                                                           dddmmss.s |
 JU4017| JU4018 CROSS KEYS PRIMARY PAIR 2           431.517 METERS 2535634.7 |
 JU4017|---------------------------------------------------------------------|
 JU4017
 JU4017                          SUPERSEDED SURVEY CONTROL
 JU4017
 JU4017  NAD 83(2007)-  39 42 23.39825(N)    075 01 39.73593(W) AD(2002.00) 0
 JU4017  ELLIP H (02/10/07)   14.699  (m)                       GP(2002.00)    
 JU4017  ELLIP H (09/25/02)   14.709  (m)                       GP(       ) 4 1
 JU4017  NAD 83(1996)-  39 42 23.39789(N)    075 01 39.73589(W) AD(       ) 1
 JU4017  ELLIP H (03/31/00)   14.704  (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)   14.735  (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)   14.665  (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)  RAPSU86  model used  GPS OBS        
 JU4017
 JU4017.Superseded values are not recommended for survey control.
 JU4017
 JU4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4017.See file dsdata.pdf to determine how the superseded data were derived.
 JU4017
 JU4017_MARKER: F = FLANGE-ENCASED ROD
 JU4017_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4017_STAMPING: CROSS KEYS PP1 1987
 JU4017_MARK LOGO: NGS
 JU4017_PROJECTION: FLUSH
 JU4017_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - September 17, 2024
 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     - 20060919 GOOD             NJDT
 JU4017  HISTORY     - 20240917 GOOD             AAAS
 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) SOUTH OF THE TOWN OF
 JU4017'CROSS KEYS, 3.7 KM (2.3 MI) NORTHWEST OF WILLIAMSTOWN, 7.2 KM (4.5 MI)
 JU4017'EAST OF GLASSBORO, WITHIN THE BOUNDARY OF THE CROSS KEYS AIRPORT.
 JU4017'OWNERSHIP--CROSS KEYS AIRPORT INC., ROUTE 555 BOX 135, WILLIAMSTOWN,
 JU4017'NEW JERSEY 08094.  MANAGERS--MR. ALBERT LEWIS AND MR. M. N. LIHN,
 JU4017'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.  TURN RIGHT AND GO NORTHWESTERLY FOR 2.01 KM
 JU4017'(1.25 MI) ON U.S. HIGHWAY 322 AND COUNTY ROUTE 536 TO THE JUNCTION OF
 JU4017'COUNTY ROUTE 555.  TURN RIGHT AND GO NORTH-NORTHWEST FOR 2.09 KM
 JU4017'(1.30 MI) ON ROUTE 555 TO THE CROSS KEYS AIRPORT ON THE RIGHT AND THE
 JU4017'STATION AS DESCRIBED.
 JU4017'
 JU4017'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 JU4017'WITH ACCESS COVER IS STAMPED---CROSS KEYS PP1 1987---, AND IS FLUSH
 JU4017'WITH THE GROUND.
 JU4017'
 JU4017'THE STATION IS A 9/16 INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO
 JU4017'REFUSAL AT THE DEPTH OF 13.7 METERS (45 FT) AND IS RECESSED 10 CM
 JU4017'BELOW THE GROUND.  LOCATED 16.6 METERS (54.6 FT) SOUTH FROM THE
 JU4017'CENTERLINE OF THE RUNWAY, 14.0 METERS (46.0 FT) NORTH FROM THE
 JU4017'EAST-WEST TAXIWAY, 13.6 METERS (44.7 FT) WEST-NORTHWEST FROM THE
 JU4017'SECOND TAXIWAY TO THE RUNWAY, 0.7 METERS (2.5 FT) SOUTH FROM A
 JU4017'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.  OWNERSHIP--CROSS
 JU4017'KEYS AIRPORT INC., STATE ROUTE 555, BOX 135, WILLIAMSTOWN, NJ 08094,
 JU4017'AIRPORT MANAGERS ARE ALBERT LEWIS AND M.N.  LIHN, PHONE 609-629-3033.
 JU4017'
 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 ROAD
 JU4017'555 FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT,
 JU4017'TURN RIGHT (WEST) INTO THE ENTRANCE THEN BEAR RIGHT TO THE FUELING
 JU4017'STATION ON THE LEFT, BEAR RIGHT ACROSS THE APRON TO THE NORTH ONE OF
 JU4017'TWO JUNCTIONS OF RUNWAY 27 AND THE STATION ON THE LEFT.
 JU4017'
 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 M
 JU4017'(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'THE ADDRESS OF THE AIRPORT HAS BEEN CHANGED.  THE NEW ADDRESS IS 1531
 JU4017'NORTH TUCKAHOE ROAD, WILLIAMSTOWN, NEW JERSEY 08094 8913.  THE
 JU4017'MANAGERS ARE MRS. LEWIS AND MRS. JOHN AND THE PHONE NUMBERS ARE 609
 JU4017'629 3444, 629 3033 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 (2006)
 JU4017
 JU4017'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (JFL)
 JU4017'RECOVERED AS DESCRIBED
 JU4017
 JU4017                          STATION RECOVERY (2024)
 JU4017
 JU4017'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 JU4017'THE AIRPORT MANAGER IS MR. HARRY STRAHLENDORF.  HIS MOBILE PHONE
 JU4017'NUMBER IS 609-440-5418.  HE REQUESTS THAT HE BE NOTIFIED BEFORE
 JU4017'OCCUPYING THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4018 ***********************************************************************
 JU4018  DESIGNATION -  CROSS KEYS PRIMARY PAIR 2
 JU4018  PID         -  JU4018
 JU4018  STATE/COUNTY-  NJ/GLOUCESTER
 JU4018  COUNTRY     -  US
 JU4018  USGS QUAD   -  PITMAN EAST (2019)
 JU4018
 JU4018                         *CURRENT SURVEY CONTROL
 JU4018  ______________________________________________________________________
 JU4018* NAD 83(2011) POSITION- 39 42 19.52758(N) 075 01 57.14270(W)   ADJUSTED
 JU4018* NAD 83(2011) ELLIP HT-    11.076 (meters)        (06/27/12)   ADJUSTED
 JU4018* NAD 83(2011) EPOCH   -  2010.00
 JU4018* NAVD 88 ORTHO HEIGHT -    44.3   (meters)      145.    (feet) GPS OBS
 JU4018  ______________________________________________________________________
 JU4018  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4018  GEOID HEIGHT    -        -33.254 (meters)                     GEOID99
 JU4018  GEOID HEIGHT    -        -33.245 (meters)                     GEOID18
 JU4018  NAD 83(2011) X  -  1,269,057.076 (meters)                     COMP
 JU4018  NAD 83(2011) Y  - -4,746,967.510 (meters)                     COMP
 JU4018  NAD 83(2011) Z  -  4,052,883.493 (meters)                     COMP
 JU4018  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 JU4018
 JU4018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4018  Standards:
 JU4018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4018  -------------------------------------------------------------------
 JU4018  NETWORK    0.34   0.59           0.16   0.11   0.30     -0.01641532
 JU4018  -------------------------------------------------------------------
 JU4018  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4018
 JU4018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4018.been affixed to the stable North American tectonic plate. See 
 JU4018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4018
 JU4018.The horizontal coordinates are valid at the epoch date displayed above
 JU4018.which is a decimal equivalence of Year/Month/Day.
 JU4018
 JU4018.The orthometric height was determined by GPS observations and a
 JU4018.high-resolution geoid model.
 JU4018
 JU4018.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4018.GEOID18 height accuracy estimate available here.
 JU4018
 JU4018.Click photographs - Photos may exist for this station.
 JU4018
 JU4018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4018
 JU4018.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4018
 JU4018.The ellipsoidal height was determined by GPS observations
 JU4018.and is referenced to NAD 83.
 JU4018
 JU4018. The following values were computed from the NAD 83(2011) position.
 JU4018
 JU4018;                    North         East     Units Scale Factor Converg.
 JU4018;SPC NJ       -    96,945.989   104,334.023   MT  0.99992567   -0 20 24.8
 JU4018;SPC NJ       -   318,063.63    342,302.54   sFT  0.99992567   -0 20 24.8
 JU4018;UTM  18      - 4,395,063.539   497,210.528   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 48.4
 JU4018:UTM  18      -  CROSS KEYS PRIMARY PAIR 1                073 57 38.4
 JU4018
 JU4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9721095063(NAD 83)
 JU4018
 JU4018|---------------------------------------------------------------------|
 JU4018| PID    Reference Object                     Distance      Geod. Az  |
 JU4018|                                                           dddmmss.s |
 JU4018| JU4017 CROSS KEYS PRIMARY PAIR 1           431.517 METERS 0735623.6 |
 JU4018|---------------------------------------------------------------------|
 JU4018
 JU4018                          SUPERSEDED SURVEY CONTROL
 JU4018
 JU4018  NAD 83(2007)-  39 42 19.52791(N)    075 01 57.14338(W) AD(2002.00) 0
 JU4018  ELLIP H (02/10/07)   11.085  (m)                       GP(2002.00)    
 JU4018  ELLIP H (09/25/02)   11.094  (m)                       GP(       ) 4 1
 JU4018  NAD 83(1996)-  39 42 19.52760(N)    075 01 57.14337(W) AD(       ) 1
 JU4018  ELLIP H (03/31/00)   11.090  (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)   11.123  (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)   11.051  (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)  RAPSU86  model used  GPS OBS        
 JU4018
 JU4018.Superseded values are not recommended for survey control.
 JU4018
 JU4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4018.See file dsdata.pdf to determine how the superseded data were derived.
 JU4018
 JU4018_MARKER: F = FLANGE-ENCASED ROD
 JU4018_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4018_STAMPING: CROSS KEYS PP2 1987
 JU4018_MARK LOGO: NGS
 JU4018_PROJECTION: FLUSH
 JU4018_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = JULY 24, 2026 22:12:30 EDT
 JU3372 ***********************************************************************
 JU3372  DESIGNATION -  CROSS LEDGE SHOAL OLD LIGHTHSE
 JU3372  PID         -  JU3372
 JU3372  STATE/COUNTY-  NJ/CUMBERLAND
 JU3372  COUNTRY     -  US
 JU3372  USGS QUAD   -  FORTESCUE (2019)
 JU3372
 JU3372                         *CURRENT SURVEY CONTROL
 JU3372  ______________________________________________________________________
 JU3372* NAD 83(1996) POSITION- 39 09 46.96444(N) 075 14 11.58970(W)   ADJUSTED
 JU3372  ______________________________________________________________________
 JU3372  GEOID HEIGHT    -        -34.709 (meters)                     GEOID18
 JU3372  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3372.GEOID18 height accuracy estimate available here.
 JU3372
 JU3372.Click photographs - Photos may exist for this station.
 JU3372
 JU3372.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3372
 JU3372. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,334,896.833   479,563.569   MT  0.99960514   -0 08 57.8
 JU3372
 JU3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7956334896(NAD 83)
 JU3372
 JU3372                          SUPERSEDED SURVEY CONTROL
 JU3372
 JU3372  NAD 83(1991)-  39 09 46.95768(N)    075 14 11.59361(W) AD(       ) 3
 JU3372  NAD 83(1986)-  39 09 46.95043(N)    075 14 11.59828(W) AD(       ) 3
 JU3372  NAD 27      -  39 09 46.55200(N)    075 14 12.91900(W) AD(       ) 3
 JU3372  USSD        -  39 09 46.98600(N)    075 14 12.72100(W) AD(       ) 3
 JU3372
 JU3372.Superseded values are not recommended for survey control.
 JU3372
 JU3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3372.See file dsdata.pdf to determine how the superseded data were derived.
 JU3372
 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 = JULY 24, 2026 22:12:30 EDT
 KV5341 ***********************************************************************
 KV5341  DESIGNATION -  CROSSMAN
 KV5341  PID         -  KV5341
 KV5341  STATE/COUNTY-  NJ/MIDDLESEX
 KV5341  COUNTRY     -  US
 KV5341  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5341
 KV5341                         *CURRENT SURVEY CONTROL
 KV5341  ______________________________________________________________________
 KV5341* NAD 83(1996) POSITION- 40 29 04.08359(N) 074 19 17.46243(W)   ADJUSTED
 KV5341* NAVD 88 ORTHO HEIGHT -    25.    (meters)       82.    (feet) SCALED
 KV5341  ______________________________________________________________________
 KV5341  GEOID HEIGHT    -        -32.590 (meters)                     GEOID18
 KV5341  LAPLACE CORR    -          4.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5341.GEOID18 height accuracy estimate available here.
 KV5341
 KV5341.Click photographs - Photos may exist for this station.
 KV5341
 KV5341.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5341
 KV5341. The following values were computed from the NAD 83(1996) position.
 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       -  RARITAN RIVER BEACON 3                   352 19 33.8
 KV5341:SPC NY L     -  RARITAN RIVER BEACON 3                   352 39 08.1
 KV5341:UTM  18      -  RARITAN RIVER BEACON 3                   352 00 05.2
 KV5341
 KV5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5750381751(NAD 83)
 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
 KV5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5341.See file dsdata.pdf to determine how the superseded data were derived.
 KV5341
 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 = JULY 24, 2026 22:12:30 EDT
 KV5783 ***********************************************************************
 KV5783  DESIGNATION -  CROTON 2
 KV5783  PID         -  KV5783
 KV5783  STATE/COUNTY-  NJ/HUNTERDON
 KV5783  COUNTRY     -  US
 KV5783  USGS QUAD   -  STOCKTON (2019)
 KV5783
 KV5783                         *CURRENT SURVEY CONTROL
 KV5783  ______________________________________________________________________
 KV5783* NAD 83(2011) POSITION- 40 29 03.78856(N) 074 54 44.05645(W)   ADJUSTED
 KV5783* NAD 83(2011) ELLIP HT-   130.753 (meters)        (06/27/12)   ADJUSTED
 KV5783* NAD 83(2011) EPOCH   -  2010.00
 KV5783* NAVD 88 ORTHO HEIGHT -   164.7   (meters)      540.    (feet) GPS OBS
 KV5783  ______________________________________________________________________
 KV5783  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5783  GEOID HEIGHT    -        -34.120 (meters)                     GEOID93
 KV5783  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 KV5783  NAD 83(2011) X  -  1,264,544.799 (meters)                     COMP
 KV5783  NAD 83(2011) Y  - -4,690,594.577 (meters)                     COMP
 KV5783  NAD 83(2011) Z  -  4,119,126.177 (meters)                     COMP
 KV5783  LAPLACE CORR    -          2.59  (seconds)                    DEFLEC18
 KV5783
 KV5783  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5783  Standards:
 KV5783         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5783            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5783  -------------------------------------------------------------------
 KV5783  NETWORK    0.46   0.76           0.19   0.19   0.39     -0.09099303
 KV5783  -------------------------------------------------------------------
 KV5783  Click here for local accuracies and other accuracy information.
 KV5783
 KV5783.The horizontal coordinates were established by GPS observations
 KV5783.and adjusted by the National Geodetic Survey in June 2012.
 KV5783
 KV5783.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5783.been affixed to the stable North American tectonic plate. See 
 KV5783.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5783
 KV5783.The horizontal coordinates are valid at the epoch date displayed above
 KV5783.which is a decimal equivalence of Year/Month/Day.
 KV5783
 KV5783.The orthometric height was determined by GPS observations and a
 KV5783.high-resolution geoid model.
 KV5783
 KV5783.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5783.GEOID18 height accuracy estimate available here.
 KV5783
 KV5783.Click photographs - Photos may exist for this station.
 KV5783
 KV5783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5783
 KV5783.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5783
 KV5783.The ellipsoidal height was determined by GPS observations
 KV5783.and is referenced to NAD 83.
 KV5783
 KV5783. The following values were computed from the NAD 83(2011) position.
 KV5783
 KV5783;                    North         East     Units Scale Factor Converg.
 KV5783;SPC NJ       -   183,376.504   115,050.862   MT  0.99991503   -0 16 03.5
 KV5783;SPC NJ       -   601,627.75    377,462.70   sFT  0.99991503   -0 16 03.5
 KV5783;UTM  18      - 4,481,525.249   507,438.145   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  =   0.99958018
 KV5783
 KV5783:                Primary Azimuth Mark                     Grid Az
 KV5783:SPC NJ       -  CROTON 2 AZ MK                           280 57 47.7
 KV5783:UTM  18      -  CROTON 2 AZ MK                           280 38 19.1
 KV5783
 KV5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0743881525(NAD 83)
 KV5783
 KV5783|---------------------------------------------------------------------|
 KV5783| PID    Reference Object                     Distance      Geod. Az  |
 KV5783|                                                           dddmmss.s |
 KV5783| KV5819 AIRWAY BEACON 68                    APPROX.17.3 KM 0341925.9 |
 KV5783| KV5813 AIRWAY BEACON 69                    APPROX.18.0 KM 0513910.4 |
 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                                     2804144.2 |
 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 3582330.5 |
 KV5783|---------------------------------------------------------------------|
 KV5783
 KV5783                          SUPERSEDED SURVEY CONTROL
 KV5783
 KV5783  NAD 83(2007)-  40 29 03.78894(N)    074 54 44.05733(W) AD(2002.00) 0
 KV5783  ELLIP H (02/10/07)  130.776  (m)                       GP(2002.00)    
 KV5783  ELLIP H (10/23/02)  130.784  (m)                       GP(       ) 4 1
 KV5783  NAD 83(1996)-  40 29 03.78925(N)    074 54 44.05729(W) AD(       ) 1
 KV5783  ELLIP H (05/14/99)  130.789  (m)                       GP(       ) 4 1
 KV5783  ELLIP H (01/27/92)  130.968  (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)  UNKNOWN  model used  GPS OBS        
 KV5783  NGVD 29 (07/19/86)  163.8    (m)          537.     (f) VERT ANG       
 KV5783
 KV5783.Superseded values are not recommended for survey control.
 KV5783
 KV5783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5783.See file dsdata.pdf to determine how the superseded data were derived.
 KV5783
 KV5783_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5783_STAMPING: CROTON 1929
 KV5783_MARK LOGO: CGS
 KV5783_PROJECTION: PROJECTING 15 CENTIMETERS
 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  HISTORY     - 20200605 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.
 KV5783
 KV5783                          STATION RECOVERY (2020)
 KV5783
 KV5783'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV5783'TREES MAKING MONUMENT UNSUITABLE FOR OPUS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4318 ***********************************************************************
 KV4318  DESIGNATION -  CRUCIBLE STEEL CO CHIMNEY
 KV4318  PID         -  KV4318
 KV4318  STATE/COUNTY-  NJ/HUDSON
 KV4318  COUNTRY     -  US
 KV4318  USGS QUAD   -  JERSEY CITY (2019)
 KV4318
 KV4318                         *CURRENT SURVEY CONTROL
 KV4318  ______________________________________________________________________
 KV4318* NAD 83(1996) POSITION- 40 43 03.47304(N) 074 05 37.73329(W)   ADJUSTED
 KV4318  ______________________________________________________________________
 KV4318  GEOID HEIGHT    -        -32.092 (meters)                     GEOID18
 KV4318  LAPLACE CORR    -          6.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4318.GEOID18 height accuracy estimate available here.
 KV4318
 KV4318.Click photographs - Photos may exist for this station.
 KV4318
 KV4318.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4318
 KV4318. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7653607807(NAD 83)
 KV4318
 KV4318                          SUPERSEDED SURVEY CONTROL
 KV4318
 KV4318  NAD 83(1996)-  40 43 03.47296(N)    074 05 37.73344(W) AD(       ) 3
 KV4318  NAD 83(1996)-  40 43 03.47144(N)    074 05 37.73510(W) AD(       ) 3
 KV4318  NAD 83(1992)-  40 43 03.47114(N)    074 05 37.73577(W) AD(       ) 3
 KV4318  NAD 83(1986)-  40 43 03.47134(N)    074 05 37.73687(W) AD(       ) 3
 KV4318  NAD 27      -  40 43 03.09700(N)    074 05 39.22400(W) AD(       ) 3
 KV4318  USSD        -  40 43 03.48100(N)    074 05 39.12000(W) AD(       ) 3
 KV4318
 KV4318.Superseded values are not recommended for survey control.
 KV4318
 KV4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4318.See file dsdata.pdf to determine how the superseded data were derived.
 KV4318
 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 = JULY 24, 2026 22:12:30 EDT
 JU2709 ***********************************************************************
 JU2709  DESIGNATION -  CULLEN
 JU2709  PID         -  JU2709
 JU2709  STATE/COUNTY-  NJ/OCEAN
 JU2709  COUNTRY     -  US
 JU2709  USGS QUAD   -  TUCKERTON (2019)
 JU2709
 JU2709                         *CURRENT SURVEY CONTROL
 JU2709  ______________________________________________________________________
 JU2709* NAD 83(1996) POSITION- 39 36 53.01378(N) 074 19 42.52786(W)   ADJUSTED
 JU2709* NAVD 88 ORTHO HEIGHT -    21.    (meters)       69.    (feet) SCALED
 JU2709  ______________________________________________________________________
 JU2709  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 JU2709  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2709.GEOID18 height accuracy estimate available here.
 JU2709
 JU2709.Click photographs - Photos may exist for this station.
 JU2709
 JU2709.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2709
 JU2709. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2709:SPC NJ       -  CULLEN RM 2 AZIMUTH                      117 08 05.6
 JU2709:UTM  18      -  CULLEN RM 2 AZIMUTH                      116 48 57.8
 JU2709
 JU2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5764185212(NAD 83)
 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
 JU2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2709.See file dsdata.pdf to determine how the superseded data were derived.
 JU2709
 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 = JULY 24, 2026 22:12:30 EDT
 JU0092 ***********************************************************************
 JU0092  DESIGNATION -  CULLEN 2
 JU0092  PID         -  JU0092
 JU0092  STATE/COUNTY-  NJ/OCEAN
 JU0092  COUNTRY     -  US
 JU0092  USGS QUAD   -  TUCKERTON (2019)
 JU0092
 JU0092                         *CURRENT SURVEY CONTROL
 JU0092  ______________________________________________________________________
 JU0092* NAD 83(1996) POSITION- 39 36 51.53255(N) 074 19 41.92572(W)   ADJUSTED
 JU0092* NAVD 88 ORTHO HEIGHT -    16.902 (meters)       55.45  (feet) ADJUSTED
 JU0092  ______________________________________________________________________
 JU0092  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 JU0092  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 JU0092  DYNAMIC HEIGHT  -         16.894 (meters)       55.43  (feet) COMP
 JU0092  MODELED GRAVITY -    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 and
 JU0092.adjusted by the NATIONAL GEODETIC SURVEY
 JU0092.in June 1991.
 JU0092
 JU0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0092.GEOID18 height accuracy estimate available here.
 JU0092
 JU0092.Click photographs - Photos may exist for this station.
 JU0092
 JU0092.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000260  x   0.99990267  =   0.99990526
 JU0092!UTM  18      -   1.00000260  x   0.99964093  =   0.99964352
 JU0092
 JU0092:                Primary Azimuth Mark                     Grid Az
 JU0092:SPC NJ       -  CULLEN RM 2 AZIMUTH                      112 07 26.2
 JU0092:UTM  18      -  CULLEN RM 2 AZIMUTH                      111 48 18.5
 JU0092
 JU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5765685166(NAD 83)
 JU0092
 JU0092|---------------------------------------------------------------------|
 JU0092| PID    Reference Object                     Distance      Geod. Az  |
 JU0092|                                                           dddmmss.s |
 JU0092| JU2700 WEST CREEK FIRST METH CH SPIRE      APPROX. 2.7 KM 0362604.4 |
 JU0092| JU2699 WEST CREEK RADIO STA WSC MAST       APPROX. 4.2 KM 0484410.0 |
 JU0092| JU2678 SHIP BOTTOM MUN STANDPIPE           APPROX.13.1 KM 0750651.2 |
 JU0092| JU2671 LONG BEACH WATER WKS STANDPIPE      APPROX. 9.5 KM 1091045.9 |
 JU0092| CB1398 CULLEN RM 2 AZIMUTH                                1121400.3 |
 JU0092| JU2673 BEACH HAVEN WATER TANK              APPROX. 9.4 KM 1271717.3 |
 JU0092| JU2718 HOLGATE COAST GUARD LOT             APPROX.10.7 KM 1473345.9 |
 JU0092| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX.10.6 KM 1840651.1 |
 JU0092| JU2757 BRIGANTINE ELEVATED TANK            APPROX.22.2 KM 1860519.9 |
 JU0092| JU2708 TUCKERTON MUNICIPAL TANK            APPROX. 1.6 KM 2144935.2 |
 JU0092| JU2713 MYSTIC ISLANDS MUN STANDPIPE        APPROX. 5.6 KM 2173006.7 |
 JU0092| JU0093 CULLEN 2 RM 4                        10.285 METERS 24040     |
 JU0092| JU2740 NEW GRETNA RADIO KEE 290 MAST       APPROX. 9.1 KM 2633750.0 |
 JU0092| JU2746 WARREN GROVE FAA RADIO TOWER        APPROX.15.9 KM 3402624.5 |
 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  NGVD 29 (??/??/87)   17.290  (m)           56.73   (f) SUPERSEDED  1 1
 JU0092  NGVD 29              17.29   (m)           56.7    (f) LEVELING    3  
 JU0092
 JU0092.Superseded values are not recommended for survey control.
 JU0092
 JU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0092.See file dsdata.pdf to determine how the superseded data were derived.
 JU0092
 JU0092_STAMPING: CULLEN 2 1962
 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  HISTORY     - 20191119 MARK NOT FOUND   NJGS
 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.
 JU0092
 JU0092                          STATION RECOVERY (2019)
 JU0092
 JU0092'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU0092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0093 ***********************************************************************
 JU0093  DESIGNATION -  CULLEN 2 RM 4
 JU0093  PID         -  JU0093
 JU0093  STATE/COUNTY-  NJ/OCEAN
 JU0093  COUNTRY     -  US
 JU0093  USGS QUAD   -  TUCKERTON (2019)
 JU0093
 JU0093                         *CURRENT SURVEY CONTROL
 JU0093  ______________________________________________________________________
 JU0093* NAD 83(1986) POSITION- 39 36 51.37   (N) 074 19 42.30   (W)   HD_HELD1
 JU0093* NAVD 88 ORTHO HEIGHT -    16.860 (meters)       55.31  (feet) ADJUSTED
 JU0093  ______________________________________________________________________
 JU0093  GEOID HEIGHT    -        -33.443 (meters)                     GEOID18
 JU0093  DYNAMIC HEIGHT  -         16.852 (meters)       55.29  (feet) COMP
 JU0093  MODELED GRAVITY -    980,154.6   (mgal)                       NAVD 88
 JU0093
 JU0093  VERT ORDER      -  FIRST     CLASS I
 JU0093
 JU0093.The horizontal coordinates were determined by differentially corrected
 JU0093.hand held GPS observations or other comparable positioning techniques
 JU0093.and have an estimated accuracy of +/- 3 meters.
 JU0093
 JU0093.The orthometric height was determined by differential leveling and
 JU0093.adjusted by the NATIONAL GEODETIC SURVEY
 JU0093.in June 1991.
 JU0093
 JU0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0093.GEOID18 height accuracy estimate available here.
 JU0093
 JU0093.Click photographs - Photos may exist for this station.
 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       -    86,704.7     164,732.8     MT  (+/- 3 meters HH1 GPS) 
 JU0093
 JU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5764785161(NAD 83)
 JU0093
 JU0093                          SUPERSEDED SURVEY CONTROL
 JU0093
 JU0093  NGVD 29 (04/16/92)   17.247  (m)           56.58   (f) ADJUSTED    1 1
 JU0093  NGVD 29 (??/??/87)   17.247  (m)           56.58   (f) SUPERSEDED  1 1
 JU0093
 JU0093.Superseded values are not recommended for survey control.
 JU0093
 JU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0093.See file dsdata.pdf to determine how the superseded data were derived.
 JU0093
 JU0093_MARKER: DR = REFERENCE MARK DISK
 JU0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0093_STAMPING: CULLEN 2 RM 4 1962
 JU0093_MARK LOGO: CGS
 JU0093_PROJECTION: FLUSH
 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  HISTORY     - 20191119 GOOD             NJGS
 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.
 JU0093
 JU0093                          STATION RECOVERY (2019)
 JU0093
 JU0093'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU0093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0095 ***********************************************************************
 JU0095  DESIGNATION -  CULLEN RM 2
 JU0095  PID         -  JU0095
 JU0095  STATE/COUNTY-  NJ/OCEAN
 JU0095  COUNTRY     -  US
 JU0095  USGS QUAD   -  TUCKERTON (2019)
 JU0095
 JU0095                         *CURRENT SURVEY CONTROL
 JU0095  ______________________________________________________________________
 JU0095* NAD 83(1986) POSITION- 39 36 46.     (N) 074 19 25.     (W)   SCALED
 JU0095* NAVD 88 ORTHO HEIGHT -     5.873 (meters)       19.27  (feet) ADJUSTED
 JU0095  ______________________________________________________________________
 JU0095  GEOID HEIGHT    -        -33.457 (meters)                     GEOID18
 JU0095  DYNAMIC HEIGHT  -          5.870 (meters)       19.26  (feet) COMP
 JU0095  MODELED GRAVITY -    980,153.9   (mgal)                       NAVD 88
 JU0095
 JU0095  VERT ORDER      -  FIRST     CLASS I
 JU0095
 JU0095.The horizontal coordinates were scaled from a map and have
 JU0095.an estimated accuracy of +/- 6 seconds.
 JU0095
 JU0095.The orthometric height was determined by differential leveling and
 JU0095.adjusted by the NATIONAL GEODETIC SURVEY
 JU0095.in June 1991.
 JU0095
 JU0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0095.GEOID18 height accuracy estimate available here.
 JU0095
 JU0095.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ580849(NAD 83)
 JU0095
 JU0095                          SUPERSEDED SURVEY CONTROL
 JU0095
 JU0095  NGVD 29 (04/16/92)    6.261  (m)           20.54   (f) ADJUSTED    1 1
 JU0095  NGVD 29 (01/10/92)    6.261  (m)           20.54   (f) SUPERSEDED  1 1
 JU0095  NGVD 29 (??/??/87)    6.261  (m)           20.54   (f) SUPERSEDED  1 1
 JU0095
 JU0095.Superseded values are not recommended for survey control.
 JU0095
 JU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0095.See file dsdata.pdf to determine how the superseded data were derived.
 JU0095
 JU0095_MARKER: DR = REFERENCE MARK DISK
 JU0095_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0094 ***********************************************************************
 JU0094  DESIGNATION -  CULLEN RM 3
 JU0094  PID         -  JU0094
 JU0094  STATE/COUNTY-  NJ/OCEAN
 JU0094  COUNTRY     -  US
 JU0094  USGS QUAD   -  TUCKERTON (2019)
 JU0094
 JU0094                         *CURRENT SURVEY CONTROL
 JU0094  ______________________________________________________________________
 JU0094* NAD 83(1986) POSITION- 39 36 51.99   (N) 074 19 42.11   (W)   HD_HELD1
 JU0094* NAVD 88 ORTHO HEIGHT -    17.298 (meters)       56.75  (feet) ADJUSTED
 JU0094  ______________________________________________________________________
 JU0094  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 JU0094  DYNAMIC HEIGHT  -         17.289 (meters)       56.72  (feet) COMP
 JU0094  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 JU0094
 JU0094  VERT ORDER      -  FIRST     CLASS I
 JU0094
 JU0094.The horizontal coordinates were determined by differentially corrected
 JU0094.hand held GPS observations or other comparable positioning techniques
 JU0094.and have an estimated accuracy of +/- 3 meters.
 JU0094
 JU0094.The orthometric height was determined by differential leveling and
 JU0094.adjusted by the NATIONAL GEODETIC SURVEY
 JU0094.in June 1991.
 JU0094
 JU0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0094.GEOID18 height accuracy estimate available here.
 JU0094
 JU0094.Click photographs - Photos may exist for this station.
 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       -    86,723.9     164,737.3     MT  (+/- 3 meters HH1 GPS) 
 JU0094
 JU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5765285180(NAD 83)
 JU0094
 JU0094                          SUPERSEDED SURVEY CONTROL
 JU0094
 JU0094  NGVD 29 (04/16/92)   17.685  (m)           58.02   (f) ADJUSTED    1 1
 JU0094  NGVD 29 (??/??/87)   17.685  (m)           58.02   (f) SUPERSEDED  1 1
 JU0094
 JU0094.Superseded values are not recommended for survey control.
 JU0094
 JU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0094.See file dsdata.pdf to determine how the superseded data were derived.
 JU0094
 JU0094_MARKER: DR = REFERENCE MARK DISK
 JU0094_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 LY2623 ***********************************************************************
 LY2623  DESIGNATION -  CULVERS GAP
 LY2623  PID         -  LY2623
 LY2623  STATE/COUNTY-  NJ/SUSSEX
 LY2623  COUNTRY     -  US
 LY2623  USGS QUAD   -  CULVERS GAP (2019)
 LY2623
 LY2623                         *CURRENT SURVEY CONTROL
 LY2623  ______________________________________________________________________
 LY2623* NAD 83(2011) POSITION- 41 10 21.05675(N) 074 47 40.52727(W)   ADJUSTED
 LY2623* NAD 83(2011) ELLIP HT-   378.355 (meters)        (06/27/12)   ADJUSTED
 LY2623* NAD 83(2011) EPOCH   -  2010.00
 LY2623* NAVD 88 ORTHO HEIGHT -   410.9   (meters)     1348.    (feet) GPS OBS
 LY2623  ______________________________________________________________________
 LY2623  NAVD 88 orthometric height was determined with an earlier geoid model
 LY2623  GEOID HEIGHT    -        -32.563 (meters)                     GEOID18
 LY2623  NAD 83(2011) X  -  1,261,118.273 (meters)                     COMP
 LY2623  NAD 83(2011) Y  - -4,639,955.045 (meters)                     COMP
 LY2623  NAD 83(2011) Z  -  4,177,112.696 (meters)                     COMP
 LY2623  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 LY2623
 LY2623  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2623  Standards:
 LY2623         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2623            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2623  -------------------------------------------------------------------
 LY2623  NETWORK    1.25   2.92           0.58   0.40   1.49      0.15927297
 LY2623  -------------------------------------------------------------------
 LY2623  Click here for local accuracies and other accuracy information.
 LY2623
 LY2623.The horizontal coordinates were established by GPS observations
 LY2623.and adjusted by the National Geodetic Survey in June 2012.
 LY2623
 LY2623.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2623.been affixed to the stable North American tectonic plate. See 
 LY2623.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2623
 LY2623.The horizontal coordinates are valid at the epoch date displayed above
 LY2623.which is a decimal equivalence of Year/Month/Day.
 LY2623
 LY2623.The orthometric height was determined by GPS observations and a
 LY2623.high-resolution geoid model.
 LY2623
 LY2623.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2623.GEOID18 height accuracy estimate available here.
 LY2623
 LY2623.Click photographs - Photos may exist for this station.
 LY2623
 LY2623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2623
 LY2623.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2623
 LY2623.The ellipsoidal height was determined by GPS observations
 LY2623.and is referenced to NAD 83.
 LY2623
 LY2623. The following values were computed from the NAD 83(2011) position.
 LY2623
 LY2623;                    North         East     Units Scale Factor Converg.
 LY2623;SPC NJ       -   259,746.320   125,281.735   MT  0.99990752   -0 11 38.2
 LY2623;SPC NJ       -   852,184.38    411,028.49   sFT  0.99990752   -0 11 38.2
 LY2623;SPC PA S     -   208,373.177   847,967.765   MT  1.00003885   +1 55 02.8
 LY2623;SPC PA S     -   683,637.66  2,782,040.91   sFT  1.00003885   +1 55 02.8
 LY2623;UTM  18      - 4,557,928.569   517,230.102   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:                Primary Azimuth Mark                     Grid Az
 LY2623:SPC NJ       -  BRANCHVILLE NORMANOCK LOT                054 17 18.8
 LY2623:SPC PA S     -  BRANCHVILLE NORMANOCK LOT                052 10 37.8
 LY2623:UTM  18      -  BRANCHVILLE NORMANOCK LOT                053 57 33.8
 LY2623
 LY2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1723057928(NAD 83)
 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 0540540.6 |
 LY2623| CB3930 CULVERS GAP RM 1                     10.863 METERS 13257     |
 LY2623| LY2628 NEWTON MUNICIPAL TANK               APPROX.13.2 KM 1684829.3 |
 LY2623| CB3932 CULVERS GAP RM 3                     11.119 METERS 25019     |
 LY2623|---------------------------------------------------------------------|
 LY2623
 LY2623                          SUPERSEDED SURVEY CONTROL
 LY2623
 LY2623  NAD 83(2007)-  41 10 21.05698(N)    074 47 40.52818(W) AD(2002.00) 0
 LY2623  ELLIP H (02/10/07)  378.365  (m)                       GP(2002.00)    
 LY2623  ELLIP H (10/23/02)  378.349  (m)                       GP(       ) 4 1
 LY2623  NAD 83(1996)-  41 10 21.05702(N)    074 47 40.52822(W) AD(       ) 1
 LY2623  ELLIP H (05/14/99)  378.358  (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  USSD        -  41 10 21.06000(N)    074 47 41.86200(W) AD(       ) 3
 LY2623
 LY2623.Superseded values are not recommended for survey control.
 LY2623
 LY2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2623.See file dsdata.pdf to determine how the superseded data were derived.
 LY2623
 LY2623_MARKER: B = BOLT
 LY2623_SETTING: 66 = SET IN ROCK OUTCROP
 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 - March 04, 2020
 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  HISTORY     - 20070428 GOOD             GEOCAC
 LY2623  HISTORY     - 20110122 GOOD             PADT
 LY2623  HISTORY     - 20200304 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 SIDE OF
 LY2623'THE OPENING CALLED CULVERS GAP.  THE ROAD FROM BRANCHVILLE TO MILFORD
 LY2623'PASSES THROUGH THIS GAP AT A DISTANCE OF 1/3 MILE FROM THE STATION.
 LY2623'BRANCHVILLE LIES ABOUT 3 MILES TO THE SE, TUTTLES CORNER 1-3/4 MILES
 LY2623'TO THE N AND CULVERS POND 1/3 MILE TO THE E.  AN OLD TOWER FORMERLY
 LY2623'STOOD 170 PACES NE OF THE STATION AND ITS LOCATION IS WELL KNOWN IN
 LY2623'THE REGION.  A WOOD ROAD FROM THIS TOWER JOINS THE BRANCHVILLE-MILFORD
 LY2623'ROAD AT A POINT ABOUT 100 METERS TO THE SE OF THE MOUNTAIN HOUSE, A
 LY2623'HOTEL JUST NW OF THE GAP.
 LY2623'
 LY2623'THE STATION IS MARKED BY A COPPER BOLT SET IN THE ROCK.  A CROSS IS
 LY2623'ALSO CUT IN THE LEDGE ABOUT 4 INCHES W OF THE BOLT, 6 TO 8 INCHES
 LY2623'HIGHER AND A LARGE BOULDER 16 FEET 3 INCHES TO THE NE OF THE STATION
 LY2623'IS SIMILARLY MARKED.
 LY2623
 LY2623                          STATION RECOVERY (1936)
 LY2623
 LY2623'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 LY2623'STATION IS A 3/4-INCH COPPER BOLT SET IN LEDGE ROCK.
 LY2623'
 LY2623'REFERENCE MARK NO. 1 IS A STANDARD STATE SURVEY DISK, SET IN LEDGE
 LY2623'ROCK OUTCROP.
 LY2623'
 LY2623'REFERENCE MARK NO. 2 IS A STANDARD STATE SURVEY DISK, SET IN LEDGE
 LY2623'ROCK OUTCROP.
 LY2623'
 LY2623'REFERENCE MARK NO. 3 IS A STANDARD STATE SURVEY DISK, SET IN LEDGE
 LY2623'ROCK.
 LY2623'
 LY2623'AZIMUTH MARK IS MONUMENT NO. 2449, A STANDARD STATE SURVEY DISK, SET
 LY2623'IN CONCRETE ON THE E SIDE OF STATE HIGHWAY 31, 2.6 MILES NW OF THE
 LY2623'INTERSECTION OF BROAD STREET AND WANTAGE AVENUE, BRANCHVILLE.  IT IS
 LY2623'22 FEET E OF THE CENTER LINE OF CONCRETE PAVEMENT AND 16 FEET N OF THE
 LY2623'CENTER LINE OF A DRIVEWAY TO THE E.
 LY2623'
 LY2623'DISTANCES AND DIRECTIONS SHOULD BE REVISED AS FOLLOWS--.
 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 (1942)
 LY2623
 LY2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2623'ALL MARKS WERE FOUND IN GOOD CONDITION.
 LY2623'
 LY2623'REFERENCE MARK NO. 3 IS 36.48 FEET FROM THE STATION INSTEAD OF 36.54
 LY2623'FEET AS LISTED IN THE 1936 DESCRIPTION.  THE REFERENCE MARKS ARE NOT
 LY2623'STAMPED AS THEY ARE LISTED.
 LY2623'
 LY2623'REFERENCE MARK NO. 1 IS STAMPED 3 AND THE OTHER TWO ARE STAMPED 2.
 LY2623'
 LY2623'STATE SURVEY MONUMENT NO. 2449, ESTABLISHED AS AN AZIMUTH MARK BY NEW
 LY2623'JERSEY GEODETIC SURVEY IN 1936, WAS NOT RECOVERED.  TRIANGULATION
 LY2623'STATION SMITHS HILL 2 (N.J.G.S. 1936) WILL SERVE AS AN AZIMUTH MARK.
 LY2623'HIGH POINT MONUMENT OR THE NORMANOCK LOOKOUT TOWER WILL ALSO BE VERY
 LY2623'SUITABLE FOR AZIMUTH 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 CLEARING ON
 LY2623'THE APPALACHIAN TRAIL, ABOUT 0.3 MILE W OF THE W END OF CULVERS LAKE,
 LY2623'ABOUT 0.3 MILE SW OF THE ROAD THAT RUNS THROUGH CULVERS GAP, AND ABOUT
 LY2623'3 MILES NW OF THE TOWN OF BRANCHVILLE.  IT IS A 3/4-INCH COPPER BOLT
 LY2623'SET FLUSH IN BEDROCK.
 LY2623'
 LY2623'REFERENCE MARK NO. 1 IS SE OF THE STATION, ON THE S SLOPE OF THE
 LY2623'RIDGE.  IT IS A STANDARD N.J. DEPARTMENT OF CONSERVATION AND
 LY2623'DEVELOPMENT GEODETIC CONTROL DISK SET FLUSH IN BEDROCK AND STAMPED 3.
 LY2623'
 LY2623'REFERENCE MARK NO. 2 IS NE OF THE STATION, ON THE NE SLOPE OF THE
 LY2623'RIDGE.  IT IS A STANDARD STATE SURVEY DISK SET FLUSH IN BEDROCK AND
 LY2623'STAMPED RM 2.
 LY2623'
 LY2623'REFERENCE MARK NO. 3 IS WSW OF THE STATION, ON THE SW SLOPE OF THE
 LY2623'RIDGE.  IT IS A STANDARD N.J. DEPARTMENT OF CONSERVATION AND
 LY2623'DEVELOPMENT GEODETIC CONTROL DISK SET FLUSH IN BEDROCK AND STAMPED 2.
 LY2623'
 LY2623'TO REACH THE STATION FROM THE COURTHOUSE IN NEWTON GO NORTHERLY ON
 LY2623'STATE HIGHWAY S-31 FOR 11.8 MILES TO THE SUMMIT OF CULVERS GAP AND A
 LY2623'DIRT ROAD LEFT AT A SIGN YOU HAVE JUST PASSED LAKE KITTATINNY.  THIS
 LY2623'IS THE END OF TRUCK TRAVEL.  FROM THIS POINT PROCEED ON FOOT UP THE
 LY2623'APPALACHIAN TRAIL, WESTERLY, TO THE SUMMIT AT A SMALL CLEARING AND THE
 LY2623'STATION.  THE PACK REQUIRES ABOUT 20 MINUTES.
 LY2623'
 LY2623'A 4-FOOT STAND WILL SEE AN 8-FOOT LIGHT AT STATION SMITHS HILL 2
 LY2623'(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 (N.J.G.S.
 LY2623'1938).
 LY2623'
 LY2623'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION SUNRISE (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.  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.
 LY2623'
 LY2623'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 206 AND COUNTY
 LY2623'ROAD 636 AT KITTATINNY LAKE, GO EAST ON U.S. ROUTE 206 FOR 0.4 MI
 LY2623'(0.6 KM) TO A WOODS ROAD ON THE RIGHT AT AN IRON GATE AND THE
 LY2623'ACROPOLIS TRAIL HEADING SOUTH.  THE KEY TO OPEN THE GATE CAN BE
 LY2623'OBTAINED FROM THE RANGERS OFFICE AT STOKES STATE FOREST.  GO SOUTH ON
 LY2623'THIS ROAD, GOING UPHILL, FOUR WHEEL DRIVE VEHICLE IS NECESSARY, TO THE
 LY2623'RADIO TOWER AT THE END OF THE ROAD.  PACK NORTH FOR 75 PACES FROM THE
 LY2623'WEST EDGE OF THE FENCE SURROUNDING THE TOWER TO THE STATION IN A ONE
 LY2623'METER WIDE DEPRESSION IN THE MIDDLE OF A CLEARING USED AS A FIRE PIT
 LY2623'BY CAMPERS.
 LY2623'
 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.
 LY2623
 LY2623                          STATION RECOVERY (2007)
 LY2623
 LY2623'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY2623'STATION RECOVERED PER 1990 RECOVERY LOG.  HIKED UP THE ACROPOLIS
 LY2623'TRAIL, FROM ROUTE 206 IN CULVERS GAP, TO SUMMIT OF MOUNTAIN.  HALF
 LY2623'INCH IRON BOLT LOCATED APPROXIMATELY TWO FEET BELOW THE SURFACE OF
 LY2623'GROUND IN PIT AS DESCRIBED.  PAINT AND TAPE FROM 1990 RECOVERY
 LY2623'OBSERVED AT BOLT.  RM1 (STAMPED 3), RM2 (STAMPED 2) AND RM3 (STAMPED
 LY2623'2) RECOVERED AS DESCRIBED.  RM3 IS APPROXIMATELY FOUR INCHES BELOW THE
 LY2623'SURFACE.
 LY2623
 LY2623                          STATION RECOVERY (2011)
 LY2623
 LY2623'RECOVERY NOTE BY PA DEPT OF TRANSP 2011 (JJG)
 LY2623'RECOVERED IN GOOD CONDITION.
 LY2623
 LY2623                          STATION RECOVERY (2020)
 LY2623
 LY2623'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 LY2623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK4428 ***********************************************************************
 DK4428  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK4428  DESIGNATION -  CUMBERLAND COUNTY CORS ARP
 DK4428  CORS_ID     -  NJBR
 DK4428  PID         -  DK4428
 DK4428  STATE/COUNTY-  NJ/CUMBERLAND
 DK4428  COUNTRY     -  US
 DK4428  USGS QUAD   -  BRIDGETON (2019)
 DK4428
 DK4428                         *CURRENT SURVEY CONTROL
 DK4428  ______________________________________________________________________
 DK4428* NAD 83(2011) POSITION- 39 25 24.24011(N) 075 12 25.41557(W)   ADJUSTED
 DK4428* NAD 83(2011) ELLIP HT-    -0.305 (meters)        (04/??/25)   ADJUSTED
 DK4428* NAD 83(2011) EPOCH   -  2010.00
 DK4428* NAVD 88 ORTHO HEIGHT -    33.529 (meters)      110.00  (feet) ADJUSTED
 DK4428  ______________________________________________________________________
 DK4428  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 DK4428  NAD 83(2011) X  -  1,259,682.191 (meters)                     COMP
 DK4428  NAD 83(2011) Y  - -4,770,085.535 (meters)                     COMP
 DK4428  NAD 83(2011) Z  -  4,028,737.463 (meters)                     COMP
 DK4428  VERT ORDER      -  FIRST     CLASS II
 DK4428
 DK4428  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4428  Standards:
 DK4428         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4428            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4428  -------------------------------------------------------------------
 DK4428  NETWORK    0.07   0.13           0.03   0.03   0.07      0.06537700
 DK4428  -------------------------------------------------------------------
 DK4428
 DK4428.The coordinates were established by GPS observations
 DK4428.and adjusted by the National Geodetic Survey in April 2025.
 DK4428
 DK4428.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4428.been affixed to the stable North American Tectonic Plate. 
 DK4428
 DK4428.The coordinates are valid at the epoch date displayed above
 DK4428.which is a decimal equivalence of Year/Month/Day.
 DK4428
 DK4428.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK4428.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK4428.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK4428.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK4428.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK4428.published epoch of 2010.00.
 DK4428
 DK4428.Additional information on MYCS is available at:
 DK4428.https://geodesy.noaa.gov/CORS/index.shtml
 DK4428
 DK4428.The orthometric height was determined by differential leveling and
 DK4428.adjusted by the NATIONAL GEODETIC SURVEY
 DK4428.in April 2013.
 DK4428
 DK4428.No vertical observational check was made to the station.
 DK4428
 DK4428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4428.GEOID18 height accuracy estimate available here.
 DK4428
 DK4428.The PID for the CORS L1 Phase Center is DK4429.
 DK4428
 DK4428.Click photographs - Photos may exist for this station.
 DK4428
 DK4428.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK4428
 DK4428.The ellipsoidal height was determined by GPS observations
 DK4428.and is referenced to NAD 83.
 DK4428
 DK4428. The following values were computed from the NAD 83(2011) position.
 DK4428
 DK4428;                    North         East     Units Scale Factor Converg.
 DK4428;SPC NJ       -    65,739.984    89,122.446   MT  0.99994562   -0 26 56.5
 DK4428;SPC NJ       -   215,681.93    292,395.89   sFT  0.99994562   -0 26 56.5
 DK4428;UTM  18      - 4,363,783.902   482,177.663   MT  0.99960391   -0 07 53.4
 DK4428
 DK4428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4428!SPC NJ       -   1.00000005  x   0.99994562  =   0.99994567
 DK4428!UTM  18      -   1.00000005  x   0.99960391  =   0.99960396
 DK4428
 DK4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8217763783(NAD 83)
 DK4428
 DK4428                          SUPERSEDED SURVEY CONTROL
 DK4428
 DK4428  NAD 83(2011)-  39 25 24.24021(N)    075 12 25.41555(W) AD(2010.00) c
 DK4428  ELLIP H (06/??/19)   -0.307  (m)                       GP(2010.00) c c
 DK4428  NAD 83(2011)-  39 25 24.24019(N)    075 12 25.41547(W) AD(2010.00) c
 DK4428  ELLIP H (08/??/11)   -0.310  (m)                       GP(2010.00) c c
 DK4428  NAD 83(CORS)-  39 25 24.24044(N)    075 12 25.41603(W) AD(2002.00) c
 DK4428  ELLIP H (06/??/08)   -0.289  (m)                       GP(2002.00) c c
 DK4428
 DK4428.Superseded values are not recommended for survey control.
 DK4428
 DK4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4428.See file dsdata.pdf to determine how the superseded data were derived.
 DK4428
 DK4428_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK4428
 DK4428                          STATION DESCRIPTION
 DK4428
 DK4428'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK4428'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK4428'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK4428'AND LOG FILES ACCESSIBLE AT:
 DK4428'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2951 ***********************************************************************
 JU2951  DESIGNATION -  CUP
 JU2951  PID         -  JU2951
 JU2951  STATE/COUNTY-  NJ/CAPE MAY
 JU2951  COUNTRY     -  US
 JU2951  USGS QUAD   -  STONE HARBOR (2019)
 JU2951
 JU2951                         *CURRENT SURVEY CONTROL
 JU2951  ______________________________________________________________________
 JU2951* NAD 83(1996) POSITION- 39 01 50.67492(N) 074 48 29.17582(W)   ADJUSTED
 JU2951  ______________________________________________________________________
 JU2951  GEOID HEIGHT    -        -35.364 (meters)                     GEOID18
 JU2951  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2951.GEOID18 height accuracy estimate available here.
 JU2951
 JU2951.Click photographs - Photos may exist for this station.
 JU2951
 JU2951.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2951
 JU2951. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1660920205(NAD 83)
 JU2951
 JU2951                          SUPERSEDED SURVEY CONTROL
 JU2951
 JU2951  NAD 83(1991)-  39 01 50.65497(N)    074 48 29.17905(W) AD(       ) 3
 JU2951  NAD 83(1986)-  39 01 50.65237(N)    074 48 29.17991(W) AD(       ) 3
 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
 JU2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2951.See file dsdata.pdf to determine how the superseded data were derived.
 JU2951
 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 = JULY 24, 2026 22:12:30 EDT
 JU0385 ***********************************************************************
 JU0385  DESIGNATION -  CURVE
 JU0385  PID         -  JU0385
 JU0385  STATE/COUNTY-  NJ/CAPE MAY
 JU0385  COUNTRY     -  US
 JU0385  USGS QUAD   -  SEA ISLE CITY (2019)
 JU0385
 JU0385                         *CURRENT SURVEY CONTROL
 JU0385  ______________________________________________________________________
 JU0385* NAD 83(1996) POSITION- 39 13 35.70262(N) 074 38 19.17629(W)   ADJUSTED
 JU0385* NAVD 88 ORTHO HEIGHT -     1.470 (meters)        4.82  (feet) POSTED
 JU0385  ______________________________________________________________________
 JU0385  GEOID HEIGHT    -        -34.774 (meters)                     GEOID18
 JU0385  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 JU0385  DYNAMIC HEIGHT  -          1.47  (meters)        4.8   (feet) COMP
 JU0385  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 JU0385
 JU0385  HORZ ORDER      -  FIRST
 JU0385  VERT ORDER      -  * POSTED, 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
 JU0385.* This is a POSTED BENCH MARK height.
 JU0385
 JU0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0385.GEOID18 height accuracy estimate available here.
 JU0385
 JU0385.Click photographs - Photos may exist for this station.
 JU0385
 JU0385.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000523  x   0.99990176  =   0.99990698
 JU0385!UTM  18      -   1.00000523  x   0.99961198  =   0.99961720
 JU0385
 JU0385:                Primary Azimuth Mark                     Grid Az
 JU0385:SPC NJ       -  CURVE AZ MK                              214 14 24.8
 JU0385:UTM  18      -  CURVE AZ MK                              213 55 26.5
 JU0385
 JU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3118941983(NAD 83)
 JU0385
 JU0385|---------------------------------------------------------------------|
 JU0385| PID    Reference Object                     Distance      Geod. Az  |
 JU0385|                                                           dddmmss.s |
 JU0385| JU2410 CURVE 2                               5.136 METERS 03408     |
 JU0385| JU0384 CURVE RM 1                           42.685 METERS 12209     |
 JU0385| JU0380 CURVE RM 2 AZ MK=MON 5735                          1244810.4 |
 JU0385| JU2920 STRATHMERE STANDPIPE                APPROX. 3.6 KM 2061202.2 |
 JU0385| JU2406 CURVE AZ MK                                        2140909.1 |
 JU0385| JU0386 CURVE RM 3                           22.428 METERS 25500     |
 JU0385| JU2910 PALERMO AF BASE RADAR DOME          APPROX. 4.1 KM 2611711.3 |
 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  NGVD 29 (??/??/87)    1.870  (m)            6.14   (f) SUPERSEDED  1 2
 JU0385  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 JU0385
 JU0385.Superseded values are not recommended for survey control.
 JU0385
 JU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0385.See file dsdata.pdf to determine how the superseded data were derived.
 JU0385
 JU0385_MARKER: DS = TRIANGULATION STATION DISK
 JU0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0385_STAMPING: CURVE 1932
 JU0385_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2410 ***********************************************************************
 JU2410  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2410  DESIGNATION -  CURVE 2
 JU2410  PID         -  JU2410
 JU2410  STATE/COUNTY-  NJ/CAPE MAY
 JU2410  COUNTRY     -  US
 JU2410  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2410
 JU2410                         *CURRENT SURVEY CONTROL
 JU2410  ______________________________________________________________________
 JU2410* NAD 83(2011) POSITION- 39 13 35.84027(N) 074 38 19.05551(W)   ADJUSTED
 JU2410* NAD 83(2011) ELLIP HT-   -33.194 (meters)        (06/27/12)   ADJUSTED
 JU2410* NAD 83(2011) EPOCH   -  2010.00
 JU2410* NAVD 88 ORTHO HEIGHT -     1.541 (meters)        5.06  (feet) ADJUSTED
 JU2410  ______________________________________________________________________
 JU2410  GEOID HEIGHT    -        -34.774 (meters)                     GEOID18
 JU2410  NAD 83(2011) X  -  1,310,604.367 (meters)                     COMP
 JU2410  NAD 83(2011) Y  - -4,770,679.052 (meters)                     COMP
 JU2410  NAD 83(2011) Z  -  4,011,816.940 (meters)                     COMP
 JU2410  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 JU2410  DYNAMIC HEIGHT  -          1.540 (meters)        5.05  (feet) COMP
 JU2410  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 JU2410
 JU2410  VERT ORDER      -  FIRST     CLASS II
 JU2410
 JU2410  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2410  Standards:
 JU2410         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2410            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2410  -------------------------------------------------------------------
 JU2410  NETWORK    0.72   1.06           0.29   0.30   0.54      0.01587116
 JU2410  -------------------------------------------------------------------
 JU2410  Click here for local accuracies and other accuracy information.
 JU2410
 JU2410.The horizontal coordinates were established by GPS observations
 JU2410.and adjusted by the National Geodetic Survey in June 2012.
 JU2410
 JU2410.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2410.been affixed to the stable North American tectonic plate. See 
 JU2410.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2410
 JU2410.The horizontal coordinates are valid at the epoch date displayed above
 JU2410.which is a decimal equivalence of Year/Month/Day.
 JU2410
 JU2410.The orthometric height was determined by differential leveling and
 JU2410.adjusted by the NATIONAL GEODETIC SURVEY
 JU2410.in April 2015.
 JU2410
 JU2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2410.GEOID18 height accuracy estimate available here.
 JU2410
 JU2410.This Tidal Bench Mark is designated as VM 2750
 JU2410.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2410
 JU2410.Click photographs - Photos may exist for this station.
 JU2410
 JU2410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2410
 JU2410.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2410
 JU2410.The ellipsoidal height was determined by GPS observations
 JU2410.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2410
 JU2410;                    North         East     Units Scale Factor Converg.
 JU2410;SPC NJ       -    43,666.180   138,030.878   MT  0.99990176   -0 05 15.6
 JU2410;SPC NJ       -   143,261.46    452,856.31   sFT  0.99990176   -0 05 15.6
 JU2410;UTM  18      - 4,341,987.799   531,191.939   MT  0.99961198   +0 13 42.7
 JU2410
 JU2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2410!SPC NJ       -   1.00000521  x   0.99990176  =   0.99990697
 JU2410!UTM  18      -   1.00000521  x   0.99961198  =   0.99961719
 JU2410
 JU2410:                Primary Azimuth Mark                     Grid Az
 JU2410:SPC NJ       -  CURVE AZ MK                              214 15 00.1
 JU2410:UTM  18      -  CURVE AZ MK                              213 56 01.8
 JU2410
 JU2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3119141987(NAD 83)
 JU2410
 JU2410|---------------------------------------------------------------------|
 JU2410| PID    Reference Object                     Distance      Geod. Az  |
 JU2410|                                                           dddmmss.s |
 JU2410| JU2412 CURVE 2 RM 6                         27.761 METERS 03135     |
 JU2410| CB1401 CURVE 2 RM 4                          9.956 METERS 03219     |
 JU2410| JU0380 CURVE RM 2 AZ MK=MON 5735                          12529     |
 JU2410| CB1402 CURVE 2 RM 5                         15.899 METERS 14149     |
 JU2410| JU0385 CURVE                                 5.136 METERS 21408     |
 JU2410| JU2406 CURVE AZ MK                                        2140944.5 |
 JU2410| JU2411 CURVE 2 RM 7                         14.911 METERS 31448     |
 JU2410|---------------------------------------------------------------------|
 JU2410
 JU2410                          SUPERSEDED SURVEY CONTROL
 JU2410
 JU2410  NAD 83(2007)-  39 13 35.84063(N)    074 38 19.05622(W) AD(2002.00) 0
 JU2410  ELLIP H (02/10/07)  -33.184  (m)                       GP(2002.00)    
 JU2410  ELLIP H (10/23/02)  -33.153  (m)                       GP(       ) 4 1
 JU2410  NAD 83(1996)-  39 13 35.84046(N)    074 38 19.05607(W) AD(       ) 1
 JU2410  ELLIP H (05/14/99)  -33.183  (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)  -33.283  (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               1.60   (m)            5.2    (f) LEVELING    3  
 JU2410  NAVD 88 (06/15/91)    1.603  (m)            5.26   (f) SUPERSEDED  1 2
 JU2410  NGVD 29 (01/10/92)    1.994  (m)            6.54   (f) ADJUSTED    1 2
 JU2410  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 JU2410
 JU2410.Superseded values are not recommended for survey control.
 JU2410
 JU2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2410.See file dsdata.pdf to determine how the superseded data were derived.
 JU2410
 JU2410_MARKER: DS = TRIANGULATION STATION DISK
 JU2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - August 01, 2014
 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  HISTORY     - 20071002 GOOD             NJDEP
 JU2410  HISTORY     - 20140801 GOOD             NJGS
 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.
 JU2410
 JU2410                          STATION RECOVERY (2007)
 JU2410
 JU2410'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 JU2410'RECOVERED IN GOOD CONDITION.  THE SUNNY SIDE UP RESTAURANT MENTIONED
 JU2410'IN TIES IS NOW CAPTAIN BOB'S SEAFOOD TAKE-OUT.
 JU2410
 JU2410                          STATION RECOVERY (2014)
 JU2410
 JU2410'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 JU2410'RECOVERED IN GOOD CONDITION.
 JU2410'
 JU2410'NOTE-ADDITIONS-THE STATION IS LOCATED ABOUT 9.4 KM (5.8 MI)
 JU2410'NORTH-NORTHEAST FROM THE CITY OF SEA ISLE CITY, 4.5 KM (2.8 MI) SOUTH
 JU2410'FROM THE COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF
 JU2410'OCEAN CITY, NJ.
 JU2410'
 JU2410'THE STATION PROJECTS ABOUT 1.5 FT (0.5 M) ABOVE THE GROUND IN A
 JU2410'LANDSCAPED GRASS AREA BETWEEN THE CURB AND SIDEWALK ON THE SOUTHEAST
 JU2410'SIDE OF BAY AVENUE IN FRONT OF HOUSE NUMBER 5433 THE STATION IS 25.6
 JU2410'FT (7.8 M) SOUTHEAST FROM THE CENTERLINE OF BAY AVENUE, 65.8 FT (20.1
 JU2410'M) EAST-SOUTHEAST FROM A FIRE HYDRANT ON THE NORTHEAST CORNER OF BAY
 JU2410'AVENUE AND WEST 55TH STREET AND 13.3 FT (4.1 M) EAST FROM A STORM
 JU2410'DRAIN INLET COVER SET FLUSH IN THE STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2412 ***********************************************************************
 JU2412  DESIGNATION -  CURVE 2 RM 6
 JU2412  PID         -  JU2412
 JU2412  STATE/COUNTY-  NJ/CAPE MAY
 JU2412  COUNTRY     -  US
 JU2412  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2412
 JU2412                         *CURRENT SURVEY CONTROL
 JU2412  ______________________________________________________________________
 JU2412* NAD 83(1986) POSITION- 39 13 36.61   (N) 074 38 18.45   (W)   HD_HELD1
 JU2412* NAVD 88 ORTHO HEIGHT -     1.291 (meters)        4.24  (feet) ADJUSTED
 JU2412  ______________________________________________________________________
 JU2412  GEOID HEIGHT    -        -34.773 (meters)                     GEOID18
 JU2412  DYNAMIC HEIGHT  -          1.290 (meters)        4.23  (feet) COMP
 JU2412  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 JU2412
 JU2412  VERT ORDER      -  FIRST     CLASS II
 JU2412
 JU2412.The horizontal coordinates were determined by differentially corrected
 JU2412.hand held GPS observations or other comparable positioning techniques
 JU2412.and have an estimated accuracy of +/- 3 meters.
 JU2412
 JU2412.The orthometric height was determined by differential leveling and
 JU2412.adjusted by the NATIONAL GEODETIC SURVEY
 JU2412.in June 1991.
 JU2412
 JU2412.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2412.GEOID18 height accuracy estimate available here.
 JU2412
 JU2412.Click photographs - Photos may exist for this station.
 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       -    43,689.9     138,045.4     MT  (+/- 3 meters HH1 GPS) 
 JU2412
 JU2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3120642011(NAD 83)
 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
 JU2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2412.See file dsdata.pdf to determine how the superseded data were derived.
 JU2412
 JU2412_MARKER: DR = REFERENCE MARK DISK
 JU2412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2412_SP_SET: CURB
 JU2412_STAMPING: CURVE 2 1966 NO 6 1974
 JU2412_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2411 ***********************************************************************
 JU2411  DESIGNATION -  CURVE 2 RM 7
 JU2411  PID         -  JU2411
 JU2411  STATE/COUNTY-  NJ/CAPE MAY
 JU2411  COUNTRY     -  US
 JU2411  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2411
 JU2411                         *CURRENT SURVEY CONTROL
 JU2411  ______________________________________________________________________
 JU2411* NAD 83(1986) POSITION- 39 13 36.18   (N) 074 38 19.50   (W)   HD_HELD1
 JU2411* NAVD 88 ORTHO HEIGHT -     1.256 (meters)        4.12  (feet) ADJUSTED
 JU2411  ______________________________________________________________________
 JU2411  GEOID HEIGHT    -        -34.773 (meters)                     GEOID18
 JU2411  DYNAMIC HEIGHT  -          1.256 (meters)        4.12  (feet) COMP
 JU2411  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 JU2411
 JU2411  VERT ORDER      -  FIRST     CLASS II
 JU2411
 JU2411.The horizontal coordinates were determined by differentially corrected
 JU2411.hand held GPS observations or other comparable positioning techniques
 JU2411.and have an estimated accuracy of +/- 3 meters.
 JU2411
 JU2411.The orthometric height was determined by differential leveling and
 JU2411.adjusted by the NATIONAL GEODETIC SURVEY
 JU2411.in June 1991.
 JU2411
 JU2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2411.GEOID18 height accuracy estimate available here.
 JU2411
 JU2411.Click photographs - Photos may exist for this station.
 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       -    43,676.7     138,020.2     MT  (+/- 3 meters HH1 GPS) 
 JU2411
 JU2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3118141998(NAD 83)
 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
 JU2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2411.See file dsdata.pdf to determine how the superseded data were derived.
 JU2411
 JU2411_MARKER: DR = REFERENCE MARK DISK
 JU2411_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2411_SP_SET: CURB
 JU2411_STAMPING: CURVE 2 1966 NO 7 1974
 JU2411_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2406 ***********************************************************************
 JU2406  DESIGNATION -  CURVE AZ MK
 JU2406  PID         -  JU2406
 JU2406  STATE/COUNTY-  NJ/CAPE MAY
 JU2406  COUNTRY     -  US
 JU2406  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2406
 JU2406                         *CURRENT SURVEY CONTROL
 JU2406  ______________________________________________________________________
 JU2406* NAD 83(1986) POSITION- 39 13 13.98   (N) 074 38 38.12   (W)   HD_HELD1
 JU2406* NAVD 88 ORTHO HEIGHT -     1.656 (meters)        5.43  (feet) ADJUSTED
 JU2406  ______________________________________________________________________
 JU2406  GEOID HEIGHT    -        -34.794 (meters)                     GEOID18
 JU2406  DYNAMIC HEIGHT  -          1.655 (meters)        5.43  (feet) COMP
 JU2406  MODELED GRAVITY -    980,087.5   (mgal)                       NAVD 88
 JU2406
 JU2406  VERT ORDER      -  FIRST     CLASS II
 JU2406
 JU2406.The horizontal coordinates were determined by differentially corrected
 JU2406.hand held GPS observations or other comparable positioning techniques
 JU2406.and have an estimated accuracy of +/- 3 meters.
 JU2406
 JU2406.The orthometric height was determined by differential leveling and
 JU2406.adjusted by the NATIONAL GEODETIC SURVEY
 JU2406.in April 2015.
 JU2406
 JU2406.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2406.GEOID18 height accuracy estimate available here.
 JU2406
 JU2406.Click photographs - Photos may exist for this station.
 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       -    42,992.8     137,572.6     MT  (+/- 3 meters HH1 GPS) 
 JU2406
 JU2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3073741312(NAD 83)
 JU2406
 JU2406                          SUPERSEDED SURVEY CONTROL
 JU2406
 JU2406  NAVD 88 (06/15/91)    1.669  (m)            5.48   (f) SUPERSEDED  1 2
 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
 JU2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2406.See file dsdata.pdf to determine how the superseded data were derived.
 JU2406
 JU2406_MARKER: DZ = AZIMUTH MARK DISK
 JU2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2406_STAMPING: CURVE 1932
 JU2406_MARK LOGO: CGS
 JU2406_PROJECTION: FLUSH
 JU2406_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2406+STABILITY: SURFACE MOTION
 JU2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2406+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 JU2406
 JU2406  HISTORY     - Date     Condition        Report By
 JU2406  HISTORY     - 1962     MONUMENTED       CGS
 JU2406  HISTORY     - 1979     GOOD             NGS
 JU2406  HISTORY     - 20060224 GOOD             GEOCAC
 JU2406  HISTORY     - 20140801 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU2406
 JU2406                          STATION RECOVERY (2014)
 JU2406
 JU2406'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 JU2406'THE STATION IS LOCATED ON THE JAMES KILPATRICK JR.  CAUSEWAY, ABOUT
 JU2406'8.6 KM (5.3 MI) NORTH-NORTHEAST FROM THE CITY OF SEA ISLE CITY, 5.1 KM
 JU2406'(3.2 MI) SOUTH FROM THE COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN
 JU2406'THE CITY OF OCEAN CITY, NJ.
 JU2406'
 JU2406'TO REACH THE STATION FROM THE INTERSECTION OF BAY AVENUE (COUNTY ROAD
 JU2406'619) AND 56TH STREET, GO SOUTHWEST ON BAY AVENUE FOR 0.40 MI (0.6 KM)
 JU2406'TO THE STATION ON THE RIGHT.
 JU2406'
 JU2406'THE STATION IS 5.3 FT (1.6 M) NORTHEAST FROM WOOD UTILITY POLE NUMBER
 JU2406'05238, 34.7 FT (10.6 M) NORTH-NORTHWEST FROM THE CENTERLINE OF BAY
 JU2406'AVENUE, 5.6 FT (1.7 M) NORTH-NORTHWEST FROM THE SOUTHEAST FACE OF A
 JU2406'STEEL BEAN GUIDERAIL, 65.5 FT (20.0 M) NORTH-NORTHWEST AND ACROSS THE
 JU2406'ROAD FROM A SPEED LIMIT 45 TRAFFIC SIGN ON THE SOUTHEAST SIDE OF BAY
 JU2406'AVENUE AND 1.0 FT (0.3 M) SOUTH FROM A METAL POST WITH WITNESS SIGN
 JU2406'ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0384 ***********************************************************************
 JU0384  DESIGNATION -  CURVE RM 1
 JU0384  PID         -  JU0384
 JU0384  STATE/COUNTY-  NJ/CAPE MAY
 JU0384  COUNTRY     -  US
 JU0384  USGS QUAD   -  SEA ISLE CITY (2019)
 JU0384
 JU0384                         *CURRENT SURVEY CONTROL
 JU0384  ______________________________________________________________________
 JU0384* NAD 83(1986) POSITION- 39 13 34.97   (N) 074 38 17.67   (W)   HD_HELD1
 JU0384* NAVD 88 ORTHO HEIGHT -     1.164 (meters)        3.82  (feet) POSTED
 JU0384  ______________________________________________________________________
 JU0384  GEOID HEIGHT    -        -34.775 (meters)                     GEOID18
 JU0384  DYNAMIC HEIGHT  -          1.16  (meters)        3.8   (feet) COMP
 JU0384  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 JU0384
 JU0384  VERT ORDER      -  * POSTED, SEE BELOW
 JU0384
 JU0384.The horizontal coordinates were determined by differentially corrected
 JU0384.hand held GPS observations or other comparable positioning techniques
 JU0384.and have an estimated accuracy of +/- 3 meters.
 JU0384
 JU0384.The orthometric height was determined by differential leveling
 JU0384.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0384
 JU0384.* This is a POSTED BENCH MARK height.
 JU0384
 JU0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0384.GEOID18 height accuracy estimate available here.
 JU0384
 JU0384.Click photographs - Photos may exist for this station.
 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       -    43,639.3     138,064.1     MT  (+/- 3 meters HH1 GPS) 
 JU0384
 JU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3122541961(NAD 83)
 JU0384
 JU0384                          SUPERSEDED SURVEY CONTROL
 JU0384
 JU0384  NGVD 29 (04/16/92)    1.554  (m)            5.10   (f) ADJUSTED    1 2
 JU0384  NGVD 29 (??/??/87)    1.564  (m)            5.13   (f) SUPERSEDED  1 2
 JU0384
 JU0384.Superseded values are not recommended for survey control.
 JU0384
 JU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0384.See file dsdata.pdf to determine how the superseded data were derived.
 JU0384
 JU0384_MARKER: DR = REFERENCE MARK DISK
 JU0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0384_STAMPING: CURVE NO 1 1932
 JU0384_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0380 ***********************************************************************
 JU0380  DESIGNATION -  CURVE RM 2 AZ MK=MON 5735
 JU0380  PID         -  JU0380
 JU0380  STATE/COUNTY-  NJ/CAPE MAY
 JU0380  COUNTRY     -  US
 JU0380  USGS QUAD   -  SEA ISLE CITY (2019)
 JU0380
 JU0380                         *CURRENT SURVEY CONTROL
 JU0380  ______________________________________________________________________
 JU0380* NAD 83(1986) POSITION- 39 13 27.49   (N) 074 38 03.99   (W)   HD_HELD1
 JU0380* NAVD 88 ORTHO HEIGHT -     2.404 (meters)        7.89  (feet) ADJUSTED
 JU0380  ______________________________________________________________________
 JU0380  GEOID HEIGHT    -        -34.788 (meters)                     GEOID18
 JU0380  DYNAMIC HEIGHT  -          2.403 (meters)        7.88  (feet) COMP
 JU0380  MODELED GRAVITY -    980,088.3   (mgal)                       NAVD 88
 JU0380
 JU0380  VERT ORDER      -  FIRST     CLASS II
 JU0380
 JU0380.The horizontal coordinates were determined by differentially corrected
 JU0380.hand held GPS observations or other comparable positioning techniques
 JU0380.and have an estimated accuracy of +/- 3 meters.
 JU0380
 JU0380.The orthometric height was determined by differential leveling and
 JU0380.adjusted by the NATIONAL GEODETIC SURVEY
 JU0380.in April 2015.
 JU0380
 JU0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0380.GEOID18 height accuracy estimate available here.
 JU0380
 JU0380.Click photographs - Photos may exist for this station.
 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       -    43,408.1     138,391.8     MT  (+/- 3 meters HH1 GPS) 
 JU0380
 JU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3155441731(NAD 83)
 JU0380
 JU0380                          SUPERSEDED SURVEY CONTROL
 JU0380
 JU0380  NAVD 88 (06/15/91)    2.413  (m)            7.92   (f) SUPERSEDED  1 2
 JU0380  NGVD 29 (04/16/92)    2.803  (m)            9.20   (f) ADJUSTED    1 2
 JU0380  NGVD 29 (01/10/92)    2.803  (m)            9.20   (f) SUPERSEDED  1 2
 JU0380  NGVD 29 (??/??/87)    2.814  (m)            9.23   (f) SUPERSEDED  1 2
 JU0380
 JU0380.Superseded values are not recommended for survey control.
 JU0380
 JU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0380.See file dsdata.pdf to determine how the superseded data were derived.
 JU0380
 JU0380_MARKER: DR = REFERENCE MARK DISK
 JU0380_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0380_SP_SET: SIDEWALK
 JU0380_STAMPING: CURVE NO 2 1932
 JU0380_MARK LOGO: CGS
 JU0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0380+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2014
 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  HISTORY     - 20071004 GOOD             INDIV
 JU0380  HISTORY     - 20140801 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU0380
 JU0380                          STATION RECOVERY (2007)
 JU0380
 JU0380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JMD)
 JU0380'RECOVERED AS DESCRIBED
 JU0380
 JU0380                          STATION RECOVERY (2014)
 JU0380
 JU0380'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 JU0380'RECOVERED IN GOOD CONDITION.
 JU0380'
 JU0380'NOTE-ADDITIONS-THE STATION IS LOCATED ABOUT 9.4 KM (5.8 MI)
 JU0380'NORTH-NORTHEAST FROM THE CITY OF SEA ISLE CITY, 4.8 KM (3.0 MI)
 JU0380'SOUTH-SOUTHEAST FROM THE COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN
 JU0380'THE CITY OF OCEAN CITY, NJ.
 JU0380'
 JU0380'THE STATION IS SET FLUSH IN A DRILL HOLE IN A SIDEWALK AT THE
 JU0380'SOUTHWEST CORNER OF CENTRAL AVENUE AND EAST 55TH STREET.
 JU0380'
 JU0380'THE STATION IS 28.4 FT (8.7 M) WEST FROM THE CENTERLINE OF CENTRAL
 JU0380'AVENUE, 28.5 FT (8.7 M) SOUTH FROM THE CENTERLINE OF EAST 55TH STREET,
 JU0380'11.4 FT (3.5 M) NORTH FROM WOOD UTILITY POLE NUMBER 02875, 8.5 FT (2.6
 JU0380'M) NORTH FROM A FIRE HYDRANT AND 57.8 FT (17.6 M) SOUTH FROM WOOD
 JU0380'UTILITY POLE NUMBER W15754.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0386 ***********************************************************************
 JU0386  DESIGNATION -  CURVE RM 3
 JU0386  PID         -  JU0386
 JU0386  STATE/COUNTY-  NJ/CAPE MAY
 JU0386  COUNTRY     -  US
 JU0386  USGS QUAD   -  SEA ISLE CITY (2019)
 JU0386
 JU0386                         *CURRENT SURVEY CONTROL
 JU0386  ______________________________________________________________________
 JU0386* NAD 83(1986) POSITION- 39 13 35.51   (N) 074 38 20.08   (W)   HD_HELD1
 JU0386* NAVD 88 ORTHO HEIGHT -     1.241 (meters)        4.07  (feet) POSTED
 JU0386  ______________________________________________________________________
 JU0386  GEOID HEIGHT    -        -34.774 (meters)                     GEOID18
 JU0386  DYNAMIC HEIGHT  -          1.24  (meters)        4.1   (feet) COMP
 JU0386  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 JU0386
 JU0386  VERT ORDER      -  * POSTED, SEE BELOW
 JU0386
 JU0386.The horizontal coordinates were determined by differentially corrected
 JU0386.hand held GPS observations or other comparable positioning techniques
 JU0386.and have an estimated accuracy of +/- 3 meters.
 JU0386
 JU0386.The orthometric height was determined by differential leveling
 JU0386.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0386
 JU0386.* This is a POSTED BENCH MARK height.
 JU0386
 JU0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0386.GEOID18 height accuracy estimate available here.
 JU0386
 JU0386.Click photographs - Photos may exist for this station.
 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       -    43,656.0     138,006.3     MT  (+/- 3 meters HH1 GPS) 
 JU0386
 JU0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3116741977(NAD 83)
 JU0386
 JU0386                          SUPERSEDED SURVEY CONTROL
 JU0386
 JU0386  NGVD 29 (04/16/92)    1.631  (m)            5.35   (f) ADJUSTED    1 2
 JU0386  NGVD 29 (??/??/87)    1.640  (m)            5.38   (f) SUPERSEDED  1 2
 JU0386
 JU0386.Superseded values are not recommended for survey control.
 JU0386
 JU0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0386.See file dsdata.pdf to determine how the superseded data were derived.
 JU0386
 JU0386_MARKER: DR = REFERENCE MARK DISK
 JU0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0386_STAMPING: CURVE NO 3 1932
 JU0386_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 DM8525 ***********************************************************************
 DM8525  DESIGNATION -  CZEPIGA
 DM8525  PID         -  DM8525
 DM8525  STATE/COUNTY-  NJ/WARREN
 DM8525  COUNTRY     -  US
 DM8525  USGS QUAD   -  BLOOMSBURY (2019)
 DM8525
 DM8525                         *CURRENT SURVEY CONTROL
 DM8525  ______________________________________________________________________
 DM8525* NAD 83(1986) POSITION- 40 39 40.94   (N) 075 05 07.37   (W)   HD_HELD1
 DM8525* NAVD 88 ORTHO HEIGHT -   110.131 (meters)      361.32  (feet) ADJUSTED
 DM8525  ______________________________________________________________________
 DM8525  GEOID HEIGHT    -        -33.924 (meters)                     GEOID18
 DM8525  DYNAMIC HEIGHT  -        110.079 (meters)      361.15  (feet) COMP
 DM8525  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 DM8525
 DM8525  VERT ORDER      -  SECOND    CLASS I
 DM8525
 DM8525.The horizontal coordinates were determined by differentially corrected
 DM8525.hand held GPS observations or other comparable positioning techniques
 DM8525.and have an estimated accuracy of +/- 3 meters.
 DM8525
 DM8525.The orthometric height was determined by differential leveling and
 DM8525.adjusted by the NATIONAL GEODETIC SURVEY
 DM8525.in April 2013.
 DM8525
 DM8525.No vertical observational check was made to the station.
 DM8525
 DM8525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8525.GEOID18 height accuracy estimate available here.
 DM8525
 DM8525.Click photographs - Photos may exist for this station.
 DM8525
 DM8525.The dynamic height is computed by dividing the NAVD 88
 DM8525.geopotential number by the normal gravity value computed on the
 DM8525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8525.degrees latitude (g = 980.6199 gals.).
 DM8525
 DM8525.The modeled gravity was interpolated from observed gravity values.
 DM8525
 DM8525;                    North         East    Units  Estimated Accuracy
 DM8525;SPC NJ       -   203,111.3     100,502.5     MT  (+/- 3 meters HH1 GPS) 
 DM8525
 DM8525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9278201170(NAD 83)
 DM8525
 DM8525                          SUPERSEDED SURVEY CONTROL
 DM8525
 DM8525.No superseded survey control is available for this station.
 DM8525
 DM8525_MARKER: DD = SURVEY DISK
 DM8525_SETTING: 66 = SET IN ROCK OUTCROP
 DM8525_STAMPING: CZEPIGA 2010
 DM8525_MARK LOGO: NJGS
 DM8525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM8525+STABILITY: POSITION/ELEVATION WELL
 DM8525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8525+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2025
 DM8525
 DM8525  HISTORY     - Date     Condition        Report By
 DM8525  HISTORY     - 20100603 MONUMENTED       NJGS
 DM8525  HISTORY     - 20180507 GOOD             NJGS
 DM8525  HISTORY     - 20221201 GOOD             AAAS
 DM8525  HISTORY     - 20230511 GOOD             AAAS
 DM8525  HISTORY     - 20250408 GOOD             AAAS
 DM8525
 DM8525                          STATION DESCRIPTION
 DM8525
 DM8525'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM8525'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, SET IN A DRILL HOLE IN A
 DM8525'ROCK OUTCROP, LOCATED IN A GRASSY AREA BETWEEN THE SOUTH SIDE OF A
 DM8525'TRUCK WEIGH STATION FRONTING US INTERSTATE 78 (ABOUT MILEPOST 3.5) AND
 DM8525'THE NORTH SIDE OF THE EXIT RAMP LEADING EASTERLY FROM EXIT 6 (WARREN
 DM8525'GLEN/ASBURY) TO BLOOMSBURY ROAD (COUNTY ROAD 632).
 DM8525'
 DM8525'TO REACH THE STATION FROM EXIT 6 (WARREN GLEN/ASBURY - WEIGH STATION)
 DM8525'OF THE EASTBOUND LANES OF US INTERSTATE HIGHWAY 78, TAKE EXIT EASTERLY
 DM8525'AND STAY TO THE RIGHT TOWARD WARREN GLEN/ASBURY AT THE SPLIT IN THE
 DM8525'RAMP FOR THE WEIGH STATION AND WARREN GLEN/ASBURY, GO ABOUT 0.3 MI
 DM8525'(0.5 KM) EAST FROM THE SPLIT TO THE STATION ON THE LEFT.
 DM8525'
 DM8525'THE STATION IS 45.6 FT (13.9 M) NORTH-NORTHWEST OF A WITNESS POST AND
 DM8525'SIGN ON THE EDGE OF THE RAMP, 50 FT (15.2 M) NORTH-NORTHWEST OF THE
 DM8525'NORTH EDGE OF THE RAMP PAVING, 36.8 FT (11.2 M) SOUTH-SOUTHEAST OF THE
 DM8525'SOUTH EDGE OF THE CONCRETE APRON OF THE TRUCK INSPECTION AREA FOR THE
 DM8525'NJ MOTOR VEHICLE MOBILE INSPECTION UNIT.  100 FT (30.5 M) NORTHEAST OF
 DM8525'AN ALUMINUM LIGHT POLE (NUMBER A06129) ON THE SOUTH SIDE OF THE RAMP,
 DM8525'115 FT (35.1 M) WEST-NORTHWEST OF AN ALUMINUM LIGHT POLE (NUMBER
 DM8525'A05132) ON THE SOUTH SIDE OF THE RAMP, 103 FT (31.4 M) NORTHEAST OF A
 DM8525'SIGN (NO STOPPING OR STANDING) WITH A WITNESS SIGN ATTACHED.
 DM8525'
 DM8525'THE STATION IS IN THE APPROXIMATE CENTER OF THE EXPOSED OUTCROP AND
 DM8525'ABOUT 1 FT (0.3 M) ABOVE THE GROUND.
 DM8525
 DM8525                          STATION RECOVERY (2018)
 DM8525
 DM8525'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 DM8525'RECOVERED IN GOOD CONDITION.
 DM8525
 DM8525                          STATION RECOVERY (2022)
 DM8525
 DM8525'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 DM8525'RECOVERED IN GOOD CONDITION.
 DM8525
 DM8525                          STATION RECOVERY (2023)
 DM8525
 DM8525'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 DM8525'RECOVERED IN GOOD CONDITION.
 DM8525
 DM8525                          STATION RECOVERY (2025)
 DM8525
 DM8525'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DM8525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0836 ***********************************************************************
 KU0836  DESIGNATION -  D
 KU0836  PID         -  KU0836
 KU0836  STATE/COUNTY-  NJ/MONMOUTH
 KU0836  COUNTRY     -  US
 KU0836  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0836
 KU0836                         *CURRENT SURVEY CONTROL
 KU0836  ______________________________________________________________________
 KU0836* NAD 83(1986) POSITION- 40 23 45.60   (N) 073 59 07.74   (W)   HD_HELD1
 KU0836* NAVD 88 ORTHO HEIGHT -    62.915 (meters)      206.41  (feet) ADJUSTED
 KU0836  ______________________________________________________________________
 KU0836  GEOID HEIGHT    -        -32.588 (meters)                     GEOID18
 KU0836  DYNAMIC HEIGHT  -         62.888 (meters)      206.33  (feet) COMP
 KU0836  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 KU0836
 KU0836  VERT ORDER      -  FIRST     CLASS II
 KU0836
 KU0836.The horizontal coordinates were determined by differentially corrected
 KU0836.hand held GPS observations or other comparable positioning techniques
 KU0836.and have an estimated accuracy of +/- 3 meters.
 KU0836
 KU0836.The orthometric height was determined by differential leveling and
 KU0836.adjusted by the NATIONAL GEODETIC SURVEY
 KU0836.in June 1991.
 KU0836
 KU0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0836.GEOID18 height accuracy estimate available here.
 KU0836
 KU0836.Click photographs - Photos may exist for this station.
 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       -   173,608.3     193,677.4     MT  (+/- 3 meters HH1 GPS) 
 KU0836
 KU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8609772204(NAD 83)
 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
 KU0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0836.See file dsdata.pdf to determine how the superseded data were derived.
 KU0836
 KU0836_MARKER: Q = CHISELED SQUARE
 KU0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0836_SP_SET: LIGHTHOUSE BUILDING
 KU0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0836+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2018
 KU0836
 KU0836  HISTORY     - Date     Condition        Report By
 KU0836  HISTORY     - UNK      MONUMENTED       CGS
 KU0836  HISTORY     - 1952     POOR             CGS
 KU0836  HISTORY     - 19950717 POOR             USPSQD
 KU0836  HISTORY     - 20101017 POOR             INDIV
 KU0836  HISTORY     - 20181009 GOOD             NJGS
 KU0836
 KU0836                          STATION DESCRIPTION
 KU0836
 KU0836'DESCRIBED BY COAST AND 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.
 KU0836
 KU0836                          STATION RECOVERY (2010)
 KU0836
 KU0836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 KU0836'RECOVERED IN POOR CONDITION. LETTERS U S B M CAN BARELY BE MADE OUT
 KU0836'AROUND 1-INCH SQUARE CUT ON SLOPING FACE OF SOUTH TOWER.
 KU0836
 KU0836                          STATION RECOVERY (2018)
 KU0836
 KU0836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KU0836'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) NORTH OF ASBURY PARK, 11.6
 KU0836'MI (18.7 KM) EAST-SOUTHEAST OF KEYPORT AND 6.3 MI (10.1 KM) NORTH OF
 KU0836'LONG BRANCH, IN THE HIGHLANDS.
 KU0836'
 KU0836'THE MARK IS LOCATED ON THE TWIN LIGHTS STATE PARK FACILITY IN
 KU0836'HIGHLANDS, NJ (THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 KU0836'PARKS AND FORESTRY DIVISION AND MANAGED BY THE TWIN LIGHTS HISTORICAL
 KU0836'SOCIETY, LIGHTHOUSE ROAD, HIGHLANDS, NJ 07732).
 KU0836'
 KU0836'THE STATION IS THE BOTTOM SURFACE OF A 1-INCH (3 CM) SQUARE CUT ON THE
 KU0836'SLOPING LEDGE OF THE NORTHEAST FACE AT SOUTHEAST CORNER OF THE
 KU0836'SOUTHEAST ONE OF TWO TWIN LIGHT HOUSE TOWERS (SQUARE SHAPED).
 KU0836'
 KU0836'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 EASTBOUND
 KU0836'RAMP LEADING TO PORTLAND ROAD, JUST BEFORE THE WEST SIDE OF THE NEW
 KU0836'JERSEY STATE ROUTE 36 BRIDGE SPANNING THE NAVESINK RIVER, GO 0.02 MI
 KU0836'(0.03 KM) SOUTH ON PORTLAND ROAD TO THE JUNCTION WITH HIGHLAND AVENUE.
 KU0836'TURN RIGHT AND GO 0.12 MI (0.19 KM) NORTHWEST ON HIGHLAND AVENUE TO
 KU0836'THE T-JUNCTION WITH LIGHTHOUSE ROAD ON THE LEFT.  TURN LEFT AND GO 0.2
 KU0836'MI (0.3 KM) WEST THEN SOUTH UP LIGHTHOUSE ROAD TO THE SOUTHEAST END OF
 KU0836'THE PARKING LOT FOR THE COMPLEX AND THE SOUTHERLY LIGHTHOUSE TOWER ON
 KU0836'THE LEFT.
 KU0836'
 KU0836'THE STATION IS 123.8 FT (37.7 M) SOUTHEAST OF THE CENTER OF THE
 KU0836'EASTERLY FRONT DOOR, 21.4 FT (6.5 M) SOUTH OF THE NORTHEAST CORNER OF
 KU0836'THE TOWER, 22.2 FT (6.8 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 KU0836'TOWER, 11.3 FT (3.4 M) WEST OF THE CENTERLINE OF THE BRICK WALKWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0660 ***********************************************************************
 JU0660  DESIGNATION -  D 10
 JU0660  PID         -  JU0660
 JU0660  STATE/COUNTY-  NJ/SALEM
 JU0660  COUNTRY     -  US
 JU0660  USGS QUAD   -  MARCUS HOOK (2019)
 JU0660
 JU0660                         *CURRENT SURVEY CONTROL
 JU0660  ______________________________________________________________________
 JU0660* NAD 83(1986) POSITION- 39 45 23.23   (N) 075 25 51.25   (W)   HD_HELD1
 JU0660* NAVD 88 ORTHO HEIGHT -     4.098 (meters)       13.44  (feet) POSTED
 JU0660  ______________________________________________________________________
 JU0660  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 JU0660  DYNAMIC HEIGHT  -          4.10  (meters)       13.5   (feet) COMP
 JU0660  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 JU0660
 JU0660  VERT ORDER      -  * POSTED, SEE BELOW
 JU0660
 JU0660.The horizontal coordinates were determined by differentially corrected
 JU0660.hand held GPS observations or other comparable positioning techniques
 JU0660.and have an estimated accuracy of +/- 3 meters.
 JU0660
 JU0660.The orthometric height was determined by differential leveling
 JU0660.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0660
 JU0660.* This is a POSTED BENCH MARK height.
 JU0660
 JU0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0660.GEOID18 height accuracy estimate available here.
 JU0660
 JU0660.Click photographs - Photos may exist for this station.
 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       -   102,889.9      70,232.3     MT  (+/- 3 meters HH1 GPS) 
 JU0660
 JU0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6308700815(NAD 83)
 JU0660
 JU0660                          SUPERSEDED SURVEY CONTROL
 JU0660
 JU0660  NGVD 29 (11/26/84)    4.448  (m)           14.59   (f) ADJUSTED    1 2
 JU0660
 JU0660.Superseded values are not recommended for survey control.
 JU0660
 JU0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0660.See file dsdata.pdf to determine how the superseded data were derived.
 JU0660
 JU0660_MARKER: DB = BENCH MARK DISK
 JU0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0660_STAMPING: 14.593 D 10 1930
 JU0660_MARK LOGO: CGS
 JU0660_PROJECTION: PROJECTING 5 CENTIMETERS
 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  HISTORY     - 20070808 MARK NOT FOUND   UE
 JU0660  HISTORY     - 20080229 MARK NOT FOUND   NJGS
 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.
 JU0660
 JU0660                          STATION RECOVERY (2007)
 JU0660
 JU0660'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0660'IT COULD HAVE BEEN BURIED. WITH THE POLE AND BOTTLE CAP NO LONGER
 JU0660'THERE, IT IS NOT POSSIBLE TO GET AN EXACT FIX ON ITS LOCATION.
 JU0660
 JU0660                          STATION RECOVERY (2008)
 JU0660
 JU0660'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (EJO)
 JU0660'AREA LANDSCAPED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2229 ***********************************************************************
 JU2229  DESIGNATION -  D 100
 JU2229  PID         -  JU2229
 JU2229  STATE/COUNTY-  NJ/CAMDEN
 JU2229  COUNTRY     -  US
 JU2229  USGS QUAD   -  CAMDEN (2019)
 JU2229
 JU2229                         *CURRENT SURVEY CONTROL
 JU2229  ______________________________________________________________________
 JU2229* NAD 83(1986) POSITION- 39 58 25.3    (N) 075 03 39.3    (W)   HD_HELD2
 JU2229* NAVD 88 ORTHO HEIGHT -    13.258 (meters)       43.50  (feet) ADJUSTED
 JU2229  ______________________________________________________________________
 JU2229  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 JU2229  DYNAMIC HEIGHT  -         13.252 (meters)       43.48  (feet) COMP
 JU2229  MODELED GRAVITY -    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 established by autonomous hand held GPS
 JU2229.observations and have an estimated accuracy of +/- 10 meters.
 JU2229
 JU2229.The orthometric height was determined by differential leveling and
 JU2229.adjusted by the NATIONAL GEODETIC SURVEY
 JU2229.in June 1991.
 JU2229
 JU2229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2229.GEOID18 height accuracy estimate available here.
 JU2229
 JU2229.Click photographs - Photos may exist for this station.
 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
 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       -   126,745.      102,087.      MT  (+/- 10 meters HH2 GPS)
 JU2229
 JU2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9479824839(NAD 83)
 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
 JU2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2229.See file dsdata.pdf to determine how the superseded data were derived.
 JU2229
 JU2229_MARKER: F = FLANGE-ENCASED ROD
 JU2229_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2229_STAMPING: D 100 1978
 JU2229_MARK LOGO: NGS
 JU2229_PROJECTION: RECESSED
 JU2229_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2229+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2007
 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  HISTORY     - 20070714 GOOD             UE
 JU2229  HISTORY     - 20100621 GOOD             GEOCAC
 JU2229  HISTORY     - 20210702 MARK NOT FOUND   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.
 JU2229
 JU2229                          STATION RECOVERY (2007)
 JU2229
 JU2229'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2229'RECOVERED IN GOOD CONDITION.
 JU2229
 JU2229                          STATION RECOVERY (2010)
 JU2229
 JU2229'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JU2229'BUILDINGS, TREES AND THE BETSY ROSS BRIDGE ACROSS THE DELAWARE RIVER
 JU2229'DEGRADED SATELLITE VIEWS HERE.
 JU2229
 JU2229                          STATION RECOVERY (2021)
 JU2229
 JU2229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU2229'DESTROYED, TOP OF MONUMENT DECAPITATED, NO EVIDENCE OF STEEL ROD,
 JU2229'BROKEN PIECES OF STEEL COLLAR WERE LEFT IN HOLE AS EVIDENCE THAT MARK
 JU2229'PREVIOUSLY EXISTED IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3410 ***********************************************************************
 KV3410  DESIGNATION -  D 101
 KV3410  PID         -  KV3410
 KV3410  STATE/COUNTY-  NJ/ESSEX
 KV3410  COUNTRY     -  US
 KV3410  USGS QUAD   -  ORANGE (2016)
 KV3410
 KV3410                         *CURRENT SURVEY CONTROL
 KV3410  ______________________________________________________________________
 KV3410* NAD 83(1986) POSITION- 40 45 55.     (N) 074 09 54.     (W)   SCALED
 KV3410* NAVD 88 ORTHO HEIGHT -    15.705 (meters)       51.53  (feet) ADJUSTED
 KV3410  ______________________________________________________________________
 KV3410  GEOID HEIGHT    -        -32.291 (meters)                     GEOID18
 KV3410  DYNAMIC HEIGHT  -         15.698 (meters)       51.50  (feet) COMP
 KV3410  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 KV3410
 KV3410  VERT ORDER      -  FIRST     CLASS II
 KV3410
 KV3410.The horizontal coordinates were scaled from a map and have
 KV3410.an estimated accuracy of +/- 6 seconds.
 KV3410
 KV3410.The orthometric height was determined by differential leveling and
 KV3410.adjusted by the NATIONAL GEODETIC SURVEY
 KV3410.in June 1991.
 KV3410
 KV3410.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3410.GEOID18 height accuracy estimate available here.
 KV3410
 KV3410.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL704130(NAD 83)
 KV3410
 KV3410                          SUPERSEDED SURVEY CONTROL
 KV3410
 KV3410  NGVD 29 (11/26/84)   16.031  (m)           52.60   (f) ADJUSTED    1 2
 KV3410
 KV3410.Superseded values are not recommended for survey control.
 KV3410
 KV3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3410.See file dsdata.pdf to determine how the superseded data were derived.
 KV3410
 KV3410_MARKER: DB = BENCH MARK DISK
 KV3410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - October 09, 2007
 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  HISTORY     - 20071009 GOOD             GEOCAC
 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.
 KV3410
 KV3410                          STATION RECOVERY (2007)
 KV3410
 KV3410'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3410'FOUND AS DESCRIBED.  STATION IS ABOUT ONE INCH UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6715 ***********************************************************************
 KV6715  DESIGNATION -  D 102 RESET
 KV6715  PID         -  KV6715
 KV6715  STATE/COUNTY-  NJ/MORRIS
 KV6715  COUNTRY     -  US
 KV6715  USGS QUAD   -  POMPTON PLAINS (2016)
 KV6715
 KV6715                         *CURRENT SURVEY CONTROL
 KV6715  ______________________________________________________________________
 KV6715* NAD 83(1986) POSITION- 40 58 37.     (N) 074 17 45.     (W)   SCALED
 KV6715* NAVD 88 ORTHO HEIGHT -    60.71  (meters)      199.2   (feet) RESET
 KV6715  ______________________________________________________________________
 KV6715  GEOID HEIGHT    -        -32.347 (meters)                     GEOID18
 KV6715  VERT ORDER      -  THIRD
 KV6715
 KV6715.The horizontal coordinates were scaled from a map and have
 KV6715.an estimated accuracy of +/- 6 seconds.
 KV6715
 KV6715.The orthometric height was computed from unverified reset data.
 KV6715
 KV6715.No vertical observational check was made to the station.
 KV6715
 KV6715.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6715.GEOID18 height accuracy estimate available here.
 KV6715
 KV6715.Click photographs - Photos may exist for this station.
 KV6715
 KV6715;                    North         East    Units  Estimated Accuracy
 KV6715;SPC NJ       -   238,010.      167,180.      MT  (+/- 180 meters Scaled)
 KV6715
 KV6715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL592364(NAD 83)
 KV6715
 KV6715                          SUPERSEDED SURVEY CONTROL
 KV6715
 KV6715  NGVD 29 (02/11/25)   61.02   (m)          200.2    (f) RESET       3  
 KV6715
 KV6715.Superseded values are not recommended for survey control.
 KV6715
 KV6715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6715.See file dsdata.pdf to determine how the superseded data were derived.
 KV6715
 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 = JULY 24, 2026 22:12:30 EDT
 LY2267 ***********************************************************************
 LY2267  DESIGNATION -  D 103
 LY2267  PID         -  LY2267
 LY2267  STATE/COUNTY-  NJ/BERGEN
 LY2267  COUNTRY     -  US
 LY2267  USGS QUAD   -  RAMSEY (2019)
 LY2267
 LY2267                         *CURRENT SURVEY CONTROL
 LY2267  ______________________________________________________________________
 LY2267* NAD 83(1986) POSITION- 41 04 53.     (N) 074 08 29.     (W)   SCALED
 LY2267* NAVD 88 ORTHO HEIGHT -   116.618 (meters)      382.60  (feet) ADJUSTED
 LY2267  ______________________________________________________________________
 LY2267  GEOID HEIGHT    -        -31.941 (meters)                     GEOID18
 LY2267  DYNAMIC HEIGHT  -        116.570 (meters)      382.45  (feet) COMP
 LY2267  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 LY2267
 LY2267  VERT ORDER      -  FIRST     CLASS II
 LY2267
 LY2267.The horizontal coordinates were scaled from a map and have
 LY2267.an estimated accuracy of +/- 6 seconds.
 LY2267
 LY2267.The orthometric height was determined by differential leveling and
 LY2267.adjusted by the NATIONAL GEODETIC SURVEY
 LY2267.in June 1991.
 LY2267
 LY2267.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2267.GEOID18 height accuracy estimate available here.
 LY2267
 LY2267.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL721481(NAD 83)
 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
 LY2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2267.See file dsdata.pdf to determine how the superseded data were derived.
 LY2267
 LY2267_MARKER: DV = VERTICAL CONTROL DISK
 LY2267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - November 19, 2008
 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  HISTORY     - 20070422 GOOD             GEOCAC
 LY2267  HISTORY     - 20081119 GOOD             INDIV
 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.
 LY2267
 LY2267                          STATION RECOVERY (2007)
 LY2267
 LY2267'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY2267'ABOUT FOUR FEET EAST OF POWER POLE 10089.  16.0 FEET SOUTHWEST OF
 LY2267'SOUTHWEST CORNER OF CONCRETE SLAB.
 LY2267
 LY2267                          STATION RECOVERY (2008)
 LY2267
 LY2267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TG)
 LY2267'THE STATION IS 25 FEET NORTH OF THE CENTERLINE OF INDUSTRIAL AVE.  THE
 LY2267'WITNESS POST IS DESTROYED.  THE MARK IS FOUR FEET EAST OF POWER POLE
 LY2267'55290/39406.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0034 ***********************************************************************
 KV0034  DESIGNATION -  D 11
 KV0034  PID         -  KV0034
 KV0034  STATE/COUNTY-  NJ/UNION
 KV0034  COUNTRY     -  US
 KV0034  USGS QUAD   -  PERTH AMBOY (2016)
 KV0034
 KV0034                         *CURRENT SURVEY CONTROL
 KV0034  ______________________________________________________________________
 KV0034* NAD 83(1986) POSITION- 40 35 37.7    (N) 074 17 26.6    (W)   HD_HELD2
 KV0034* NAVD 88 ORTHO HEIGHT -     5.065 (meters)       16.62  (feet) ADJUSTED
 KV0034  ______________________________________________________________________
 KV0034  GEOID HEIGHT    -        -32.607 (meters)                     GEOID18
 KV0034  DYNAMIC HEIGHT  -          5.062 (meters)       16.61  (feet) COMP
 KV0034  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 KV0034
 KV0034  VERT ORDER      -  FIRST     CLASS II
 KV0034
 KV0034.The horizontal coordinates were established by autonomous hand held GPS
 KV0034.observations and have an estimated accuracy of +/- 10 meters.
 KV0034
 KV0034.The orthometric height was determined by differential leveling and
 KV0034.adjusted by the NATIONAL GEODETIC SURVEY
 KV0034.in May 2006.
 KV0034
 KV0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0034.GEOID18 height accuracy estimate available here.
 KV0034
 KV0034.Click photographs - Photos may exist for this station.
 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       -   195,465.      167,714.      MT  (+/- 10 meters HH2 GPS)
 KV0034
 KV0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6001693908(NAD 83)
 KV0034
 KV0034                          SUPERSEDED SURVEY CONTROL
 KV0034
 KV0034  NAVD 88 (06/15/91)    5.068  (m)           16.63   (f) SUPERSEDED  1 1
 KV0034  NGVD 29 (04/16/92)    5.386  (m)           17.67   (f) ADJUSTED    1 1
 KV0034  NGVD 29 (??/??/87)    5.411  (m)           17.75   (f) SUPERSEDED  1 1
 KV0034
 KV0034.Superseded values are not recommended for survey control.
 KV0034
 KV0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0034.See file dsdata.pdf to determine how the superseded data were derived.
 KV0034
 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'RECOVERED IN GOOD CONDITION.
 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 = JULY 24, 2026 22:12:30 EDT
 KV0130 ***********************************************************************
 KV0130  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0130  DESIGNATION -  D 12
 KV0130  PID         -  KV0130
 KV0130  STATE/COUNTY-  NJ/BERGEN
 KV0130  COUNTRY     -  US
 KV0130  USGS QUAD   -  WEEHAWKEN (2016)
 KV0130
 KV0130                         *CURRENT SURVEY CONTROL
 KV0130  ______________________________________________________________________
 KV0130* NAD 83(1986) POSITION- 40 49 35.56   (N) 074 05 59.68   (W)   HD_HELD1
 KV0130* NAVD 88 ORTHO HEIGHT -     7.663 (meters)       25.14  (feet) ADJUSTED
 KV0130  ______________________________________________________________________
 KV0130  GEOID HEIGHT    -        -32.081 (meters)                     GEOID18
 KV0130  DYNAMIC HEIGHT  -          7.659 (meters)       25.13  (feet) COMP
 KV0130  MODELED GRAVITY -    980,230.5   (mgal)                       NAVD 88
 KV0130
 KV0130  VERT ORDER      -  FIRST     CLASS II
 KV0130
 KV0130.The horizontal coordinates were determined by differentially corrected
 KV0130.hand held GPS observations or other comparable positioning techniques
 KV0130.and have an estimated accuracy of +/- 3 meters.
 KV0130
 KV0130.The orthometric height was determined by differential leveling and
 KV0130.adjusted by the NATIONAL GEODETIC SURVEY
 KV0130.in June 1991.
 KV0130
 KV0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0130.GEOID18 height accuracy estimate available here.
 KV0130
 KV0130.This Tidal Bench Mark is designated as VM 7433
 KV0130.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0130
 KV0130.Click photographs - Photos may exist for this station.
 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       -   221,363.9     183,746.3     MT  (+/- 3 meters HH1 GPS) 
 KV0130
 KV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7589719891(NAD 83)
 KV0130
 KV0130                          SUPERSEDED SURVEY CONTROL
 KV0130
 KV0130  NGVD 29 (11/26/84)    7.976  (m)           26.17   (f) ADJUSTED    1 2
 KV0130
 KV0130.Superseded values are not recommended for survey control.
 KV0130
 KV0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0130.See file dsdata.pdf to determine how the superseded data were derived.
 KV0130
 KV0130_MARKER: DB = BENCH MARK DISK
 KV0130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0130_SP_SET: RETAINING WALL
 KV0130_STAMPING: 26.240 D 12 1933
 KV0130_MARK LOGO: CGS
 KV0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0130+STABILITY: SURFACE MOTION
 KV0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0130+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2013
 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  HISTORY     - 20110926 GOOD             DPKCON
 KV0130  HISTORY     - 20131012 GOOD             GEOCAC
 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.
 KV0130
 KV0130                          STATION RECOVERY (2011)
 KV0130
 KV0130'RECOVERY NOTE BY DPK CONSULTING LLC 2011 (DC)
 KV0130'RECOVERED AS DESCRIBED
 KV0130
 KV0130                          STATION RECOVERY (2013)
 KV0130
 KV0130'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 KV0130'RECOVERED IN GOOD CONDITION.  THE ERIE-LACKAWANNA RAILROAD IS NOW NEW
 KV0130'JERSEY TRANSIT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0390 ***********************************************************************
 LY0390  DESIGNATION -  D 13
 LY0390  PID         -  LY0390
 LY0390  STATE/COUNTY-  NJ/PASSAIC
 LY0390  COUNTRY     -  US
 LY0390  USGS QUAD   -  WANAQUE (2019)
 LY0390
 LY0390                         *CURRENT SURVEY CONTROL
 LY0390  ______________________________________________________________________
 LY0390* NAD 83(1986) POSITION- 41 00 10.     (N) 074 18 06.     (W)   SCALED
 LY0390* NAVD 88 ORTHO HEIGHT -    65.919 (meters)      216.27  (feet) ADJUSTED
 LY0390  ______________________________________________________________________
 LY0390  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 LY0390  DYNAMIC HEIGHT  -         65.892 (meters)      216.18  (feet) COMP
 LY0390  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 LY0390
 LY0390  VERT ORDER      -  FIRST     CLASS II
 LY0390
 LY0390.The horizontal coordinates were scaled from a map and have
 LY0390.an estimated accuracy of +/- 6 seconds.
 LY0390
 LY0390.The orthometric height was determined by differential leveling and
 LY0390.adjusted by the NATIONAL GEODETIC SURVEY
 LY0390.in June 1991.
 LY0390
 LY0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0390.GEOID18 height accuracy estimate available here.
 LY0390
 LY0390.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL587393(NAD 83)
 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
 LY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0390.See file dsdata.pdf to determine how the superseded data were derived.
 LY0390
 LY0390_MARKER: DB = BENCH MARK DISK
 LY0390_SETTING: 80 = SET IN A BOULDER
 LY0390_STAMPING: 21.070 D 13 1933
 LY0390_MARK LOGO: CGS
 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             CGS
 LY0390  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0390
 LY0390                          STATION DESCRIPTION
 LY0390
 LY0390'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0724 ***********************************************************************
 LY0724  DESIGNATION -  D 14
 LY0724  PID         -  LY0724
 LY0724  STATE/COUNTY-  NJ/SUSSEX
 LY0724  COUNTRY     -  US
 LY0724  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0724
 LY0724                         *CURRENT SURVEY CONTROL
 LY0724  ______________________________________________________________________
 LY0724* NAD 83(1986) POSITION- 41 18 03.     (N) 074 39 49.     (W)   SCALED
 LY0724* NAVD 88 ORTHO HEIGHT -   407.580 (meters)     1337.20  (feet) ADJUSTED
 LY0724  ______________________________________________________________________
 LY0724  GEOID HEIGHT    -        -32.228 (meters)                     GEOID18
 LY0724  DYNAMIC HEIGHT  -        407.398 (meters)     1336.60  (feet) COMP
 LY0724  MODELED GRAVITY -    980,163.9   (mgal)                       NAVD 88
 LY0724
 LY0724  VERT ORDER      -  FIRST     CLASS II
 LY0724
 LY0724.The horizontal coordinates were scaled from a map and have
 LY0724.an estimated accuracy of +/- 6 seconds.
 LY0724
 LY0724.The orthometric height was determined by differential leveling and
 LY0724.adjusted by the NATIONAL GEODETIC SURVEY
 LY0724.in June 1991.
 LY0724
 LY0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0724.GEOID18 height accuracy estimate available here.
 LY0724
 LY0724.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL281722(NAD 83)
 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
 LY0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0724.See file dsdata.pdf to determine how the superseded data were derived.
 LY0724
 LY0724_MARKER: DB = BENCH MARK DISK
 LY0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0724_STAMPING: 1337.763 D 14 1933
 LY0724_MARK LOGO: CGS
 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             CGS
 LY0724
 LY0724                          STATION DESCRIPTION
 LY0724
 LY0724'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV1269 ***********************************************************************
 KV1269  DESIGNATION -  D 15
 KV1269  PID         -  KV1269
 KV1269  STATE/COUNTY-  NJ/MORRIS
 KV1269  COUNTRY     -  US
 KV1269  USGS QUAD   -  STANHOPE (2016)
 KV1269
 KV1269                         *CURRENT SURVEY CONTROL
 KV1269  ______________________________________________________________________
 KV1269* NAD 83(1986) POSITION- 40 53 51.8    (N) 074 42 27.1    (W)   HD_HELD2
 KV1269* NAVD 88 ORTHO HEIGHT -   267.766 (meters)      878.50  (feet) ADJUSTED
 KV1269  ______________________________________________________________________
 KV1269  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 KV1269  DYNAMIC HEIGHT  -        267.642 (meters)      878.09  (feet) COMP
 KV1269  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 KV1269
 KV1269  VERT ORDER      -  SECOND    CLASS 0
 KV1269
 KV1269.The horizontal coordinates were established by autonomous hand held GPS
 KV1269.observations and have an estimated accuracy of +/- 10 meters.
 KV1269
 KV1269.The orthometric height was determined by differential leveling and
 KV1269.adjusted by the NATIONAL GEODETIC SURVEY
 KV1269.in June 1991.
 KV1269
 KV1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1269.GEOID18 height accuracy estimate available here.
 KV1269
 KV1269.Click photographs - Photos may exist for this station.
 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       -   229,211.      132,514.      MT  (+/- 10 meters HH2 GPS)
 KV1269
 KV1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2463527444(NAD 83)
 KV1269
 KV1269                          SUPERSEDED SURVEY CONTROL
 KV1269
 KV1269  NGVD 29 (11/26/84)  267.981  (m)          879.20   (f) ADJUSTED    2 0
 KV1269
 KV1269.Superseded values are not recommended for survey control.
 KV1269
 KV1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1269.See file dsdata.pdf to determine how the superseded data were derived.
 KV1269
 KV1269_MARKER: DB = BENCH MARK DISK
 KV1269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1269_SP_SET: BUILDING
 KV1269_STAMPING: 879.201 D 15 1933
 KV1269_MARK LOGO: CGS
 KV1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1269+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2023
 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  HISTORY     - 20091118 GOOD             ESPPA
 KV1269  HISTORY     - 20200128 GOOD             BOSWEL
 KV1269  HISTORY     - 20231002 GOOD             USPSQD
 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.
 KV1269
 KV1269                          STATION RECOVERY (2009)
 KV1269
 KV1269'RECOVERY NOTE BY ENGINEERING SURVEYING 2009 (BRM)
 KV1269'RECOVERED AS DESCRIBED
 KV1269
 KV1269                          STATION RECOVERY (2020)
 KV1269
 KV1269'RECOVERY NOTE BY BOSWELL ENGINEERING 2020 (AB)
 KV1269'RECOVERED IN GOOD CONDITION.
 KV1269
 KV1269                          STATION RECOVERY (2023)
 KV1269
 KV1269'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 KV1269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1523 ***********************************************************************
 KV1523  DESIGNATION -  D 16
 KV1523  PID         -  KV1523
 KV1523  STATE/COUNTY-  NJ/WARREN
 KV1523  COUNTRY     -  US
 KV1523  USGS QUAD   -  EASTON (2019)
 KV1523
 KV1523                         *CURRENT SURVEY CONTROL
 KV1523  ______________________________________________________________________
 KV1523* NAD 83(1986) POSITION- 40 41 17.     (N) 075 11 55.     (W)   SCALED
 KV1523* NAVD 88 ORTHO HEIGHT -    68.894 (meters)      226.03  (feet) ADJUSTED
 KV1523  ______________________________________________________________________
 KV1523  GEOID HEIGHT    -        -34.075 (meters)                     GEOID18
 KV1523  DYNAMIC HEIGHT  -         68.862 (meters)      225.92  (feet) COMP
 KV1523  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 KV1523
 KV1523  VERT ORDER      -  FIRST     CLASS I
 KV1523
 KV1523.The horizontal coordinates were scaled from a map and have
 KV1523.an estimated accuracy of +/- 6 seconds.
 KV1523
 KV1523.The orthometric height was determined by differential leveling and
 KV1523.adjusted by the NATIONAL GEODETIC SURVEY
 KV1523.in June 1991.
 KV1523
 KV1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1523.GEOID18 height accuracy estimate available here.
 KV1523
 KV1523.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL832041(NAD 83)
 KV1523
 KV1523                          SUPERSEDED SURVEY CONTROL
 KV1523
 KV1523  NGVD 29 (01/10/92)   69.120  (m)          226.77   (f) ADJUSTED    1 1
 KV1523  NGVD 29 (??/??/87)   69.120  (m)          226.77   (f) SUPERSEDED  1 1
 KV1523
 KV1523.Superseded values are not recommended for survey control.
 KV1523
 KV1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1523.See file dsdata.pdf to determine how the superseded data were derived.
 KV1523
 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 - May 20, 2007
 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  HISTORY     - 20070520 GOOD             GEOCAC
 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.
 KV1523
 KV1523                          STATION RECOVERY (2007)
 KV1523
 KV1523'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV1523'OLD RAILROAD STATION IS NOT OCCUPIED AT THIS TIME. RAILROAD LINE IS
 KV1523'NOW NORFOLK SOUTHERN. STAIRS FROM SOUTH MAIN STREET BLOCKED OFF.
 KV1523'STATION IS LOCATED ON WALL OF TRAIN STATION, BENEATH THE CLOSED
 KV1523'STAIRS, 71 FEET EAST OF SOUTH ENTANCE TO BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1114 ***********************************************************************
 KV1114  DESIGNATION -  D 18
 KV1114  PID         -  KV1114
 KV1114  STATE/COUNTY-  NJ/HUNTERDON
 KV1114  COUNTRY     -  US
 KV1114  USGS QUAD   -  LAMBERTVILLE (2019)
 KV1114
 KV1114                         *CURRENT SURVEY CONTROL
 KV1114  ______________________________________________________________________
 KV1114* NAD 83(1986) POSITION- 40 21 55.4    (N) 074 56 45.5    (W)   HD_HELD2
 KV1114* NAVD 88 ORTHO HEIGHT -    21.396 (meters)       70.20  (feet) ADJUSTED
 KV1114  ______________________________________________________________________
 KV1114  GEOID HEIGHT    -        -33.913 (meters)                     GEOID18
 KV1114  DYNAMIC HEIGHT  -         21.386 (meters)       70.16  (feet) COMP
 KV1114  MODELED GRAVITY -    980,147.8   (mgal)                       NAVD 88
 KV1114
 KV1114  VERT ORDER      -  FIRST     CLASS I
 KV1114
 KV1114.The horizontal coordinates were established by autonomous hand held GPS
 KV1114.observations and have an estimated accuracy of +/- 10 meters.
 KV1114
 KV1114.The orthometric height was determined by differential leveling and
 KV1114.adjusted by the NATIONAL GEODETIC SURVEY
 KV1114.in June 1991.
 KV1114
 KV1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1114.GEOID18 height accuracy estimate available here.
 KV1114
 KV1114.Click photographs - Photos may exist for this station.
 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       -   170,178.      112,124.      MT  (+/- 10 meters HH2 GPS)
 KV1114
 KV1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0458768314(NAD 83)
 KV1114
 KV1114                          SUPERSEDED SURVEY CONTROL
 KV1114
 KV1114  NGVD 29 (01/10/92)   21.673  (m)           71.11   (f) ADJUSTED    1 1
 KV1114  NGVD 29 (??/??/87)   21.651  (m)           71.03   (f) SUPERSEDED  1 1
 KV1114
 KV1114.Superseded values are not recommended for survey control.
 KV1114
 KV1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1114.See file dsdata.pdf to determine how the superseded data were derived.
 KV1114
 KV1114_MARKER: DB = BENCH MARK DISK
 KV1114_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1114_SP_SET: CANAL WALL
 KV1114_STAMPING: 71.033 D 18 1935
 KV1114_MARK LOGO: CGS
 KV1114_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1114+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2011
 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  HISTORY     - 20111106 GOOD             INDIV
 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.
 KV1114
 KV1114                          STATION RECOVERY (2011)
 KV1114
 KV1114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRO)
 KV1114'SOME REFERENCE MEASUREMENTS WERE TAKEN IN DECIMAL FEET, SOME IN
 KV1114'INCHES.  THE MARK IS 92 INCHES (234 CM) TOWARD THE CANAL (EASTERLY)
 KV1114'FROM THE EASTERLY OR NEAR RAILROAD RAIL, 16 INCHES (41 CM) TOWARD THE
 KV1114'RIVER (WESTERLY) FROM THE INNER EDGE OF THE CANAL WALL, 11 INCHES (28
 KV1114'CM) TOWARD THE RIVER FROM A 4 FT (1.2 M) HIGH WROUGHT-IRON RAILING
 KV1114'THAT IS ON TOP OF THE CANAL WALL, 15 INCHES (38 CM) BEHIND OR
 KV1114'SOUTHERLY FROM THE DOWNSTREAM OR SOUTHERLY SIDE OF A 4 FT (1.2 M) HIGH
 KV1114'CONCRETE WALL FOR THE BRIDGE CARRYING BRIDGE STREET OVER THE CANAL,
 KV1114'1.4 FT (0.4 M) BELOW THE CONCRETE SIDEWALK ALONG BRIDGE ST, 0.8 FT (24
 KV1114'CM) BELOW GROUND, NEXT TO A PLANTED AREA WITH HIGH BUSHES AT THIS
 KV1114'TIME.  A WHITE METAL WITNESS SIGN WAS SECURED TO THE WROUGHT-IRON
 KV1114'RAILING ABOVE THE MARK.
 KV1114'
 KV1114'A DOUBLE-RUN CONNECTION BETWEEN THIS MARK AND Z 108 IN NEW HOPE WAS
 KV1114'MADE THIS DATE USING DIGITAL LEVEL, WITH COOPERATION OF DELAWARE RIVER
 KV1114'JOINT TOLL BRIDGE COMMISSION TO STOP TRAFFIC DURING BACKSIGHTS AND
 KV1114'FORESIGHTS.  FORWARD AND BACKWARD RUNNINGS AGREED WITHIN 1.1 MM.  MEAN
 KV1114'OBSERVED DIFFERENCE CHECKED THE PUBLISHED DIFFERENCE 3.4 MM (0.1
 KV1114'INCH), ACCEPTABLE NEW-MINUS-OLD DIFFERENCE AGAINST ALLOWABLE OF 5.5 MM
 KV1114'(0.2 INCH) IN 0.44 KM (0.27 MI) FOR THIS SECOND-ORDER LINE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1059 ***********************************************************************
 KV1059  DESIGNATION -  D 19
 KV1059  PID         -  KV1059
 KV1059  STATE/COUNTY-  NJ/HUNTERDON
 KV1059  COUNTRY     -  US
 KV1059  USGS QUAD   -  HOPEWELL (2019)
 KV1059
 KV1059                         *CURRENT SURVEY CONTROL
 KV1059  ______________________________________________________________________
 KV1059* NAD 83(2011) POSITION- 40 26 08.75173(N) 074 52 16.77367(W)   ADJUSTED
 KV1059* NAD 83(2011) ELLIP HT-    43.016 (meters)        (06/27/12)   ADJUSTED
 KV1059* NAD 83(2011) EPOCH   -  2010.00
 KV1059* NAVD 88 ORTHO HEIGHT -    76.840 (meters)      252.10  (feet) ADJUSTED
 KV1059  ______________________________________________________________________
 KV1059  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 KV1059  NAD 83(2011) X  -  1,268,790.758 (meters)                     COMP
 KV1059  NAD 83(2011) Y  - -4,693,008.177 (meters)                     COMP
 KV1059  NAD 83(2011) Z  -  4,114,961.250 (meters)                     COMP
 KV1059  LAPLACE CORR    -          3.72  (seconds)                    DEFLEC18
 KV1059  DYNAMIC HEIGHT  -         76.803 (meters)      251.98  (feet) COMP
 KV1059  MODELED GRAVITY -    980,146.6   (mgal)                       NAVD 88
 KV1059
 KV1059  VERT ORDER      -  SECOND    CLASS 0
 KV1059
 KV1059  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1059  Standards:
 KV1059         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1059            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1059  -------------------------------------------------------------------
 KV1059  NETWORK    0.53   0.82           0.21   0.22   0.42     -0.04131712
 KV1059  -------------------------------------------------------------------
 KV1059  Click here for local accuracies and other accuracy information.
 KV1059
 KV1059.The horizontal coordinates were established by GPS observations
 KV1059.and adjusted by the National Geodetic Survey in June 2012.
 KV1059
 KV1059.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1059.been affixed to the stable North American tectonic plate. See 
 KV1059.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1059
 KV1059.The horizontal coordinates are valid at the epoch date displayed above
 KV1059.which is a decimal equivalence of Year/Month/Day.
 KV1059
 KV1059.The orthometric height was determined by differential leveling and
 KV1059.adjusted by the NATIONAL GEODETIC SURVEY
 KV1059.in June 1991.
 KV1059
 KV1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1059.GEOID18 height accuracy estimate available here.
 KV1059
 KV1059.Click photographs - Photos may exist for this station.
 KV1059
 KV1059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1059
 KV1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1059
 KV1059.The ellipsoidal height was determined by GPS observations
 KV1059.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1059
 KV1059;                    North         East     Units Scale Factor Converg.
 KV1059;SPC NJ       -   177,962.544   118,496.636   MT  0.99991221   -0 14 27.0
 KV1059;SPC NJ       -   583,865.45    388,767.71   sFT  0.99991221   -0 14 27.0
 KV1059;UTM  18      - 4,476,132.575   510,913.437   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1091376132(NAD 83)
 KV1059
 KV1059                          SUPERSEDED SURVEY CONTROL
 KV1059
 KV1059  NAD 83(2007)-  40 26 08.75213(N)    074 52 16.77457(W) AD(2002.00) 0
 KV1059  ELLIP H (02/10/07)   43.039  (m)                       GP(2002.00)    
 KV1059  ELLIP H (10/23/02)   43.054  (m)                       GP(       ) 4 1
 KV1059  NAD 83(1996)-  40 26 08.75243(N)    074 52 16.77458(W) AD(       ) 1
 KV1059  ELLIP H (05/14/99)   43.061  (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)   43.189  (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              76.84   (m)          252.1    (f) LEVELING    3  
 KV1059  NGVD 29              77.08   (m)          252.9    (f) LEVELING    3  
 KV1059  NGVD 29 (11/26/84)   77.077  (m)          252.88   (f) ADJUSTED    2 0
 KV1059
 KV1059.Superseded values are not recommended for survey control.
 KV1059
 KV1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1059.See file dsdata.pdf to determine how the superseded data were derived.
 KV1059
 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 - November 18, 2019
 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  HISTORY     - 20100901 GOOD             AASCO
 KV1059  HISTORY     - 20190830 GOOD             NJGS
 KV1059  HISTORY     - 20191118 GOOD             GPI
 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.
 KV1059
 KV1059                          STATION RECOVERY (2010)
 KV1059
 KV1059'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2010 (EJD)
 KV1059'RECOVERED AS DESCRIBED, SUITABLE FOR GPS OBSERVATIONS
 KV1059
 KV1059                          STATION RECOVERY (2019)
 KV1059
 KV1059'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1059'RECOVERED IN GOOD CONDITION.
 KV1059
 KV1059                          STATION RECOVERY (2019)
 KV1059
 KV1059'RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)
 KV1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3539 ***********************************************************************
 KV3539  DESIGNATION -  D 2 RESET
 KV3539  PID         -  KV3539
 KV3539  STATE/COUNTY-  NJ/MIDDLESEX
 KV3539  COUNTRY     -  US
 KV3539  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV3539
 KV3539                         *CURRENT SURVEY CONTROL
 KV3539  ______________________________________________________________________
 KV3539* NAD 83(1986) POSITION- 40 24 19.12   (N) 074 22 33.86   (W)   HD_HELD1
 KV3539* NAVD 88 ORTHO HEIGHT -     7.771 (meters)       25.50  (feet) ADJUSTED
 KV3539  ______________________________________________________________________
 KV3539  GEOID HEIGHT    -        -32.619 (meters)                     GEOID18
 KV3539  DYNAMIC HEIGHT  -          7.767 (meters)       25.48  (feet) COMP
 KV3539  MODELED GRAVITY -    980,200.1   (mgal)                       NAVD 88
 KV3539
 KV3539  VERT ORDER      -  FIRST     CLASS II
 KV3539
 KV3539.The horizontal coordinates were determined by differentially corrected
 KV3539.hand held GPS observations or other comparable positioning techniques
 KV3539.and have an estimated accuracy of +/- 3 meters.
 KV3539
 KV3539.The orthometric height was determined by differential leveling and
 KV3539.adjusted by the NATIONAL GEODETIC SURVEY
 KV3539.in March 2005.
 KV3539
 KV3539.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3539.GEOID18 height accuracy estimate available here.
 KV3539
 KV3539.Click photographs - Photos may exist for this station.
 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       -   174,522.4     160,518.8     MT  (+/- 3 meters HH1 GPS) 
 KV3539
 KV3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5294272931(NAD 83)
 KV3539
 KV3539                          SUPERSEDED SURVEY CONTROL
 KV3539
 KV3539  NAVD 88 (02/11/25)    7.780  (m)           25.52   (f) SUPERSEDED  3 0
 KV3539  NGVD 29 (02/11/25)    8.15   (m)           26.7    (f) RESET       3  
 KV3539
 KV3539.Superseded values are not recommended for survey control.
 KV3539
 KV3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3539.See file dsdata.pdf to determine how the superseded data were derived.
 KV3539
 KV3539_MARKER: DV = VERTICAL CONTROL 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 - March 17, 2015
 KV3539
 KV3539  HISTORY     - Date     Condition        Report By
 KV3539  HISTORY     - 1982     MONUMENTED       NGS
 KV3539  HISTORY     - 20020723 GOOD             NJGS
 KV3539  HISTORY     - 20150317 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                          STATION RECOVERY (2015)
 KV3539
 KV3539'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV3539'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF NEW
 KV3539'BRUNSWICK, 6.7 MI (10.8 KM) SOUTHWEST OF SOUTH AMBOY AND 5.0 MI (8.0
 KV3539'KM) NORTHEAST OF JAMESBURG, IN THE BOROUGH OF SPOTSWOOD.
 KV3539'
 KV3539'TO REACH FROM THE CENTER OF THE NEW JERSEY STATE HIGHWAY 18 BRIDGE
 KV3539'OVER MAIN STREET (COUNTY ROUTE 615), GO 0.75 MI (1.2 KM)
 KV3539'SOUTH-SOUTHWEST ON ROUTE 516 TO THE STATION ON THE LEFT, ACROSS THE
 KV3539'TRACKS, SET IN A DRILL  HOLE IN THE CATENARY TOWER BASE ON THE
 KV3539'SOUTHEAST SIDE OF THE TRACKS.
 KV3539'
 KV3539'IT IS 101 FT (30.8 M) NORTHEAST OF THE CENTERLINE OF AN ACCESS ROAD
 KV3539'LEADING TO AN INDUSTRIAL COMPLEX, ABOUT 30 FT (9.1 M) SOUTHWEST OF THE
 KV3539'EXTENDED CENTERLINE OF CLYNE AVENUE, 7 FT (2.1 M) SOUTHEAST OF THE
 KV3539'SOUTHEAST RAIL OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0641 ***********************************************************************
 KV0641  DESIGNATION -  D 20
 KV0641  PID         -  KV0641
 KV0641  STATE/COUNTY-  NJ/MORRIS
 KV0641  COUNTRY     -  US
 KV0641  USGS QUAD   -  MORRISTOWN (2016)
 KV0641
 KV0641                         *CURRENT SURVEY CONTROL
 KV0641  ______________________________________________________________________
 KV0641* NAD 83(1986) POSITION- 40 45 54.     (N) 074 25 17.     (W)   SCALED
 KV0641* NAVD 88 ORTHO HEIGHT -    85.663 (meters)      281.05  (feet) ADJUSTED
 KV0641  ______________________________________________________________________
 KV0641  GEOID HEIGHT    -        -32.836 (meters)                     GEOID18
 KV0641  DYNAMIC HEIGHT  -         85.626 (meters)      280.92  (feet) COMP
 KV0641  MODELED GRAVITY -    980,188.1   (mgal)                       NAVD 88
 KV0641
 KV0641  VERT ORDER      -  SECOND    CLASS 0
 KV0641
 KV0641.The horizontal coordinates were scaled from a map and have
 KV0641.an estimated accuracy of +/- 6 seconds.
 KV0641
 KV0641.The orthometric height was determined by differential leveling and
 KV0641.adjusted by the NATIONAL GEODETIC SURVEY
 KV0641.in June 1991.
 KV0641
 KV0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0641.GEOID18 height accuracy estimate available here.
 KV0641
 KV0641.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL488128(NAD 83)
 KV0641
 KV0641                          SUPERSEDED SURVEY CONTROL
 KV0641
 KV0641  NGVD 29 (11/26/84)   85.952  (m)          281.99   (f) ADJUSTED    2 0
 KV0641
 KV0641.Superseded values are not recommended for survey control.
 KV0641
 KV0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0641.See file dsdata.pdf to determine how the superseded data were derived.
 KV0641
 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 = JULY 24, 2026 22:12:30 EDT
 KV1612 ***********************************************************************
 KV1612  DESIGNATION -  D 22
 KV1612  PID         -  KV1612
 KV1612  STATE/COUNTY-  NJ/WARREN
 KV1612  COUNTRY     -  US
 KV1612  USGS QUAD   -  BELVIDERE (2019)
 KV1612
 KV1612                         *CURRENT SURVEY CONTROL
 KV1612  ______________________________________________________________________
 KV1612* NAD 83(1986) POSITION- 40 46 11.     (N) 075 01 58.     (W)   SCALED
 KV1612* NAVD 88 ORTHO HEIGHT -   248.888 (meters)      816.56  (feet) ADJUSTED
 KV1612  ______________________________________________________________________
 KV1612  GEOID HEIGHT    -        -33.581 (meters)                     GEOID18
 KV1612  DYNAMIC HEIGHT  -        248.770 (meters)      816.17  (feet) COMP
 KV1612  MODELED GRAVITY -    980,144.6   (mgal)                       NAVD 88
 KV1612
 KV1612  VERT ORDER      -  SECOND    CLASS 0
 KV1612
 KV1612.The horizontal coordinates were scaled from a map and have
 KV1612.an estimated accuracy of +/- 6 seconds.
 KV1612
 KV1612.The orthometric height was determined by differential leveling and
 KV1612.adjusted by the NATIONAL GEODETIC SURVEY
 KV1612.in June 1991.
 KV1612
 KV1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1612.GEOID18 height accuracy estimate available here.
 KV1612
 KV1612.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL972131(NAD 83)
 KV1612
 KV1612                          SUPERSEDED SURVEY CONTROL
 KV1612
 KV1612  NGVD 29 (11/26/84)  249.108  (m)          817.28   (f) ADJUSTED    2 0
 KV1612
 KV1612.Superseded values are not recommended for survey control.
 KV1612
 KV1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1612.See file dsdata.pdf to determine how the superseded data were derived.
 KV1612
 KV1612_MARKER: DB = BENCH MARK DISK
 KV1612_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV1594 ***********************************************************************
 KV1594  DESIGNATION -  D 23
 KV1594  PID         -  KV1594
 KV1594  STATE/COUNTY-  NJ/WARREN
 KV1594  COUNTRY     -  US
 KV1594  USGS QUAD   -  BELVIDERE (2019)
 KV1594
 KV1594                         *CURRENT SURVEY CONTROL
 KV1594  ______________________________________________________________________
 KV1594* NAD 83(1986) POSITION- 40 49 04.     (N) 075 04 40.     (W)   SCALED
 KV1594* NAVD 88 ORTHO HEIGHT -    95.131 (meters)      312.11  (feet) ADJUSTED
 KV1594  ______________________________________________________________________
 KV1594  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 KV1594  DYNAMIC HEIGHT  -         95.088 (meters)      311.97  (feet) COMP
 KV1594  MODELED GRAVITY -    980,173.7   (mgal)                       NAVD 88
 KV1594
 KV1594  VERT ORDER      -  SECOND    CLASS 0
 KV1594
 KV1594.The horizontal coordinates were scaled from a map and have
 KV1594.an estimated accuracy of +/- 6 seconds.
 KV1594
 KV1594.The orthometric height was determined by differential leveling and
 KV1594.adjusted by the NATIONAL GEODETIC SURVEY
 KV1594.in June 1991.
 KV1594
 KV1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1594.GEOID18 height accuracy estimate available here.
 KV1594
 KV1594.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL934185(NAD 83)
 KV1594
 KV1594                          SUPERSEDED SURVEY CONTROL
 KV1594
 KV1594  NGVD 29 (11/26/84)   95.340  (m)          312.79   (f) ADJUSTED    2 0
 KV1594
 KV1594.Superseded values are not recommended for survey control.
 KV1594
 KV1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1594.See file dsdata.pdf to determine how the superseded data were derived.
 KV1594
 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  HISTORY     - 20111019 MARK NOT FOUND   NJGS
 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.
 KV1594
 KV1594                          STATION RECOVERY (2011)
 KV1594
 KV1594'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV1594'THE STATION WAS NOT RECOVERED.  INADEQUATE TIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1327 ***********************************************************************
 KV1327  DESIGNATION -  D 24
 KV1327  PID         -  KV1327
 KV1327  STATE/COUNTY-  NJ/MORRIS
 KV1327  COUNTRY     -  US
 KV1327  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1327
 KV1327                         *CURRENT SURVEY CONTROL
 KV1327  ______________________________________________________________________
 KV1327* NAD 83(1986) POSITION- 40 45 52.     (N) 074 49 05.     (W)   SCALED
 KV1327* NAVD 88 ORTHO HEIGHT -   156.482 (meters)      513.39  (feet) ADJUSTED
 KV1327  ______________________________________________________________________
 KV1327  GEOID HEIGHT    -        -33.265 (meters)                     GEOID18
 KV1327  DYNAMIC HEIGHT  -        156.408 (meters)      513.15  (feet) COMP
 KV1327  MODELED GRAVITY -    980,146.7   (mgal)                       NAVD 88
 KV1327
 KV1327  VERT ORDER      -  SECOND    CLASS 0
 KV1327
 KV1327.The horizontal coordinates were scaled from a map and have
 KV1327.an estimated accuracy of +/- 6 seconds.
 KV1327
 KV1327.The orthometric height was determined by differential leveling and
 KV1327.adjusted by the NATIONAL GEODETIC SURVEY
 KV1327.in June 1991.
 KV1327
 KV1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1327.GEOID18 height accuracy estimate available here.
 KV1327
 KV1327.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL153126(NAD 83)
 KV1327
 KV1327                          SUPERSEDED SURVEY CONTROL
 KV1327
 KV1327  NGVD 29 (11/26/84)  156.707  (m)          514.13   (f) ADJUSTED    2 0
 KV1327
 KV1327.Superseded values are not recommended for survey control.
 KV1327
 KV1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1327.See file dsdata.pdf to determine how the superseded data were derived.
 KV1327
 KV1327_MARKER: DB = BENCH MARK DISK
 KV1327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1327_SP_SET: CULVERT HEADWALL
 KV1327_STAMPING: D 24 1942
 KV1327_MARK LOGO: CGS
 KV1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1327+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV1315 ***********************************************************************
 KV1315  DESIGNATION -  D 25
 KV1315  PID         -  KV1315
 KV1315  STATE/COUNTY-  NJ/SOMERSET
 KV1315  COUNTRY     -  US
 KV1315  USGS QUAD   -  BOUND BROOK (2019)
 KV1315
 KV1315                         *CURRENT SURVEY CONTROL
 KV1315  ______________________________________________________________________
 KV1315* NAD 83(2011) POSITION- 40 36 33.96813(N) 074 37 29.94357(W)   ADJUSTED
 KV1315* NAD 83(2011) ELLIP HT-     8.922 (meters)        (06/27/12)   ADJUSTED
 KV1315* NAD 83(2011) EPOCH   -  2010.00
 KV1315* NAVD 88 ORTHO HEIGHT -    42.203 (meters)      138.46  (feet) ADJUSTED
 KV1315  ______________________________________________________________________
 KV1315  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 KV1315  NAD 83(2011) X  -  1,285,627.251 (meters)                     COMP
 KV1315  NAD 83(2011) Y  - -4,675,402.544 (meters)                     COMP
 KV1315  NAD 83(2011) Z  -  4,129,598.842 (meters)                     COMP
 KV1315  LAPLACE CORR    -          4.78  (seconds)                    DEFLEC18
 KV1315  DYNAMIC HEIGHT  -         42.184 (meters)      138.40  (feet) COMP
 KV1315  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 KV1315
 KV1315  VERT ORDER      -  SECOND    CLASS 0
 KV1315
 KV1315  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1315  Standards:
 KV1315         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1315            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1315  -------------------------------------------------------------------
 KV1315  NETWORK    1.15   2.61           0.48   0.46   1.33      0.18909149
 KV1315  -------------------------------------------------------------------
 KV1315  Click here for local accuracies and other accuracy information.
 KV1315
 KV1315.The horizontal coordinates were established by GPS observations
 KV1315.and adjusted by the National Geodetic Survey in June 2012.
 KV1315
 KV1315.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1315.been affixed to the stable North American tectonic plate. See 
 KV1315.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1315
 KV1315.The horizontal coordinates are valid at the epoch date displayed above
 KV1315.which is a decimal equivalence of Year/Month/Day.
 KV1315
 KV1315.The orthometric height was determined by differential leveling and
 KV1315.adjusted by the NATIONAL GEODETIC SURVEY
 KV1315.in June 1991.
 KV1315
 KV1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1315.GEOID18 height accuracy estimate available here.
 KV1315
 KV1315.Click photographs - Photos may exist for this station.
 KV1315
 KV1315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1315
 KV1315.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1315
 KV1315.The ellipsoidal height was determined by GPS observations
 KV1315.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1315
 KV1315;                    North         East     Units Scale Factor Converg.
 KV1315;SPC NJ       -   197,187.180   139,423.650   MT  0.99990138   -0 04 52.9
 KV1315;SPC NJ       -   646,938.27    457,425.76   sFT  0.99990138   -0 04 52.9
 KV1315;UTM  18      - 4,495,469.759   531,724.865   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3172495469(NAD 83)
 KV1315
 KV1315                          SUPERSEDED SURVEY CONTROL
 KV1315
 KV1315  NAD 83(2007)-  40 36 33.96838(N)    074 37 29.94403(W) AD(2002.00) 0
 KV1315  ELLIP H (02/10/07)    8.914  (m)                       GP(2002.00)    
 KV1315  ELLIP H (10/23/02)    8.913  (m)                       GP(       ) 4 1
 KV1315  NAD 83(1996)-  40 36 33.96863(N)    074 37 29.94431(W) AD(       ) 2
 KV1315  ELLIP H (05/14/99)    8.923  (m)                       GP(       ) 4 1
 KV1315  NAD 83(1986)-  40 36 33.96831(N)    074 37 29.94587(W) AD(       ) 2
 KV1315  NGVD 29              42.48   (m)          139.4    (f) LEVELING    3  
 KV1315  NGVD 29 (11/26/84)   42.482  (m)          139.38   (f) ADJUSTED    2 0
 KV1315
 KV1315.Superseded values are not recommended for survey control.
 KV1315
 KV1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1315.See file dsdata.pdf to determine how the superseded data were derived.
 KV1315
 KV1315_MARKER: DB = BENCH MARK DISK
 KV1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1315_STAMPING: D 25 1942
 KV1315_MARK LOGO: CGS
 KV1315_PROJECTION: FLUSH
 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  HISTORY     - 20090109 MARK NOT FOUND   INDIV
 KV1315  HISTORY     - 20160331 GOOD             AAAS
 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.
 KV1315
 KV1315                          STATION RECOVERY (2009)
 KV1315
 KV1315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (MG)
 KV1315'MARK NOT FOUND
 KV1315
 KV1315                          STATION RECOVERY (2016)
 KV1315
 KV1315'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV1315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1182 ***********************************************************************
 KV1182  DESIGNATION -  D 26
 KV1182  PID         -  KV1182
 KV1182  STATE/COUNTY-  NJ/SOMERSET
 KV1182  COUNTRY     -  US
 KV1182  USGS QUAD   -  RARITAN (2019)
 KV1182
 KV1182                         *CURRENT SURVEY CONTROL
 KV1182  ______________________________________________________________________
 KV1182* NAD 83(1986) POSITION- 40 34 20.     (N) 074 40 14.     (W)   SCALED
 KV1182* NAVD 88 ORTHO HEIGHT -    30.796 (meters)      101.04  (feet) ADJUSTED
 KV1182  ______________________________________________________________________
 KV1182  GEOID HEIGHT    -        -33.445 (meters)                     GEOID18
 KV1182  DYNAMIC HEIGHT  -         30.782 (meters)      100.99  (feet) COMP
 KV1182  MODELED GRAVITY -    980,175.8   (mgal)                       NAVD 88
 KV1182
 KV1182  VERT ORDER      -  FIRST     CLASS II
 KV1182
 KV1182.The horizontal coordinates were scaled from a map and have
 KV1182.an estimated accuracy of +/- 6 seconds.
 KV1182
 KV1182.The orthometric height was determined by differential leveling and
 KV1182.adjusted by the NATIONAL GEODETIC SURVEY
 KV1182.in June 1991.
 KV1182
 KV1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1182.GEOID18 height accuracy estimate available here.
 KV1182
 KV1182.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK278913(NAD 83)
 KV1182
 KV1182                          SUPERSEDED SURVEY CONTROL
 KV1182
 KV1182  NGVD 29 (11/26/84)   31.065  (m)          101.92   (f) ADJUSTED    1 2
 KV1182
 KV1182.Superseded values are not recommended for survey control.
 KV1182
 KV1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1182.See file dsdata.pdf to determine how the superseded data were derived.
 KV1182
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1362 ***********************************************************************
 KV1362  DESIGNATION -  D 27
 KV1362  PID         -  KV1362
 KV1362  STATE/COUNTY-  NJ/HUNTERDON
 KV1362  COUNTRY     -  US
 KV1362  USGS QUAD   -  PITTSTOWN (2019)
 KV1362
 KV1362                         *CURRENT SURVEY CONTROL
 KV1362  ______________________________________________________________________
 KV1362* NAD 83(1986) POSITION- 40 36 07.57   (N) 074 56 38.81   (W)   HD_HELD1
 KV1362* NAVD 88 ORTHO HEIGHT -   129.362 (meters)      424.42  (feet) ADJUSTED
 KV1362  ______________________________________________________________________
 KV1362  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 KV1362  DYNAMIC HEIGHT  -        129.301 (meters)      424.22  (feet) COMP
 KV1362  MODELED GRAVITY -    980,152.8   (mgal)                       NAVD 88
 KV1362
 KV1362  VERT ORDER      -  SECOND    CLASS 0
 KV1362
 KV1362.The horizontal coordinates were determined by differentially corrected
 KV1362.hand held GPS observations or other comparable positioning techniques
 KV1362.and have an estimated accuracy of +/- 3 meters.
 KV1362
 KV1362.The orthometric height was determined by differential leveling and
 KV1362.adjusted by the NATIONAL GEODETIC SURVEY
 KV1362.in June 1991.
 KV1362
 KV1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1362.GEOID18 height accuracy estimate available here.
 KV1362
 KV1362.Click photographs - Photos may exist for this station.
 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       -   196,460.3     112,414.3     MT  (+/- 3 meters HH1 GPS) 
 KV1362
 KV1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0472894589(NAD 83)
 KV1362
 KV1362                          SUPERSEDED SURVEY CONTROL
 KV1362
 KV1362  NGVD 29 (11/26/84)  129.610  (m)          425.23   (f) ADJUSTED    2 0
 KV1362
 KV1362.Superseded values are not recommended for survey control.
 KV1362
 KV1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1362.See file dsdata.pdf to determine how the superseded data were derived.
 KV1362
 KV1362_MARKER: DB = BENCH MARK DISK
 KV1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1362_STAMPING: D 27 1942
 KV1362_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1521 ***********************************************************************
 KV1521  DESIGNATION -  D 28
 KV1521  PID         -  KV1521
 KV1521  STATE/COUNTY-  NJ/WARREN
 KV1521  COUNTRY     -  US
 KV1521  USGS QUAD   -  EASTON (2019)
 KV1521
 KV1521                         *CURRENT SURVEY CONTROL
 KV1521  ______________________________________________________________________
 KV1521* NAD 83(1986) POSITION- 40 40 39.     (N) 075 10 14.     (W)   SCALED
 KV1521* NAVD 88 ORTHO HEIGHT -    80.059 (meters)      262.66  (feet) ADJUSTED
 KV1521  ______________________________________________________________________
 KV1521  GEOID HEIGHT    -        -34.052 (meters)                     GEOID18
 KV1521  DYNAMIC HEIGHT  -         80.021 (meters)      262.54  (feet) COMP
 KV1521  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 KV1521
 KV1521  VERT ORDER      -  FIRST     CLASS II
 KV1521
 KV1521.The horizontal coordinates were scaled from a map and have
 KV1521.an estimated accuracy of +/- 6 seconds.
 KV1521
 KV1521.The orthometric height was determined by differential leveling and
 KV1521.adjusted by the NATIONAL GEODETIC SURVEY
 KV1521.in June 1991.
 KV1521
 KV1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1521.GEOID18 height accuracy estimate available here.
 KV1521
 KV1521.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL855029(NAD 83)
 KV1521
 KV1521                          SUPERSEDED SURVEY CONTROL
 KV1521
 KV1521  NGVD 29 (01/10/92)   80.282  (m)          263.39   (f) ADJUSTED    1 2
 KV1521  NGVD 29 (??/??/87)   80.270  (m)          263.35   (f) SUPERSEDED  1 2
 KV1521
 KV1521.Superseded values are not recommended for survey control.
 KV1521
 KV1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1521.See file dsdata.pdf to determine how the superseded data were derived.
 KV1521
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1692 ***********************************************************************
 KV1692  DESIGNATION -  D 29
 KV1692  PID         -  KV1692
 KV1692  STATE/COUNTY-  NJ/HUNTERDON
 KV1692  COUNTRY     -  US
 KV1692  USGS QUAD   -  BLOOMSBURY (2019)
 KV1692
 KV1692                         *CURRENT SURVEY CONTROL
 KV1692  ______________________________________________________________________
 KV1692* NAD 83(1986) POSITION- 40 37 52.     (N) 075 02 51.     (W)   SCALED
 KV1692* NAVD 88 ORTHO HEIGHT -   275.606 (meters)      904.22  (feet) ADJUSTED
 KV1692  ______________________________________________________________________
 KV1692  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 KV1692  DYNAMIC HEIGHT  -        275.470 (meters)      903.77  (feet) COMP
 KV1692  MODELED GRAVITY -    980,124.4   (mgal)                       NAVD 88
 KV1692
 KV1692  VERT ORDER      -  FIRST     CLASS II
 KV1692
 KV1692.The horizontal coordinates were scaled from a map and have
 KV1692.an estimated accuracy of +/- 6 seconds.
 KV1692
 KV1692.The orthometric height was determined by differential leveling and
 KV1692.adjusted by the NATIONAL GEODETIC SURVEY
 KV1692.in June 1991.
 KV1692
 KV1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1692.GEOID18 height accuracy estimate available here.
 KV1692
 KV1692.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK959978(NAD 83)
 KV1692
 KV1692                          SUPERSEDED SURVEY CONTROL
 KV1692
 KV1692  NGVD 29 (01/10/92)  275.826  (m)          904.94   (f) ADJUSTED    1 2
 KV1692  NGVD 29 (??/??/87)  275.836  (m)          904.97   (f) SUPERSEDED  1 2
 KV1692
 KV1692.Superseded values are not recommended for survey control.
 KV1692
 KV1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1692.See file dsdata.pdf to determine how the superseded data were derived.
 KV1692
 KV1692_MARKER: DB = BENCH MARK DISK
 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  HISTORY     - 20210210 MARK NOT FOUND   NJGS
 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.
 KV1692
 KV1692                          STATION RECOVERY (2021)
 KV1692
 KV1692'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1692'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1342 ***********************************************************************
 KV1342  DESIGNATION -  D 30
 KV1342  PID         -  KV1342
 KV1342  STATE/COUNTY-  NJ/HUNTERDON
 KV1342  COUNTRY     -  US
 KV1342  USGS QUAD   -  GLADSTONE (2019)
 KV1342
 KV1342                         *CURRENT SURVEY CONTROL
 KV1342  ______________________________________________________________________
 KV1342* NAD 83(1986) POSITION- 40 42 54.1    (N) 074 43 12.3    (W)   HD_HELD2
 KV1342* NAVD 88 ORTHO HEIGHT -    69.289 (meters)      227.33  (feet) ADJUSTED
 KV1342  ______________________________________________________________________
 KV1342  GEOID HEIGHT    -        -33.267 (meters)                     GEOID18
 KV1342  DYNAMIC HEIGHT  -         69.258 (meters)      227.22  (feet) COMP
 KV1342  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 KV1342
 KV1342  VERT ORDER      -  SECOND    CLASS 0
 KV1342
 KV1342.The horizontal coordinates were established by autonomous hand held GPS
 KV1342.observations and have an estimated accuracy of +/- 10 meters.
 KV1342
 KV1342.The orthometric height was determined by differential leveling and
 KV1342.adjusted by the NATIONAL GEODETIC SURVEY
 KV1342.in June 1991.
 KV1342
 KV1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1342.GEOID18 height accuracy estimate available here.
 KV1342
 KV1342.Click photographs - Photos may exist for this station.
 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       -   208,928.      131,406.      MT  (+/- 10 meters HH2 GPS)
 KV1342
 KV1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2364207160(NAD 83)
 KV1342
 KV1342                          SUPERSEDED SURVEY CONTROL
 KV1342
 KV1342  NGVD 29 (11/26/84)   69.532  (m)          228.12   (f) ADJUSTED    2 0
 KV1342
 KV1342.Superseded values are not recommended for survey control.
 KV1342
 KV1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1342.See file dsdata.pdf to determine how the superseded data were derived.
 KV1342
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0847 ***********************************************************************
 LY0847  DESIGNATION -  D 31
 LY0847  PID         -  LY0847
 LY0847  STATE/COUNTY-  NJ/SUSSEX
 LY0847  COUNTRY     -  US
 LY0847  USGS QUAD   -  UNIONVILLE (2019)
 LY0847
 LY0847                         *CURRENT SURVEY CONTROL
 LY0847  ______________________________________________________________________
 LY0847* NAD 83(1986) POSITION- 41 17 29.     (N) 074 36 02.     (W)   SCALED
 LY0847* NAVD 88 ORTHO HEIGHT -   191.905 (meters)      629.61  (feet) ADJUSTED
 LY0847  ______________________________________________________________________
 LY0847  GEOID HEIGHT    -        -32.281 (meters)                     GEOID18
 LY0847  DYNAMIC HEIGHT  -        191.825 (meters)      629.35  (feet) COMP
 LY0847  MODELED GRAVITY -    980,203.2   (mgal)                       NAVD 88
 LY0847
 LY0847  VERT ORDER      -  SECOND    CLASS 0
 LY0847
 LY0847.The horizontal coordinates were scaled from a map and have
 LY0847.an estimated accuracy of +/- 6 seconds.
 LY0847
 LY0847.The orthometric height was determined by differential leveling and
 LY0847.adjusted by the NATIONAL GEODETIC SURVEY
 LY0847.in June 1991.
 LY0847
 LY0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0847.GEOID18 height accuracy estimate available here.
 LY0847
 LY0847.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL334711(NAD 83)
 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
 LY0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0847.See file dsdata.pdf to determine how the superseded data were derived.
 LY0847
 LY0847_MARKER: DB = BENCH MARK DISK
 LY0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0847_STAMPING: D 31 1942
 LY0847_MARK LOGO: CGS
 LY0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0847+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 LY0492 ***********************************************************************
 LY0492  DESIGNATION -  D 32
 LY0492  PID         -  LY0492
 LY0492  STATE/COUNTY-  NJ/SUSSEX
 LY0492  COUNTRY     -  US
 LY0492  USGS QUAD   -  WAWAYANDA (2019)
 LY0492
 LY0492                         *CURRENT SURVEY CONTROL
 LY0492  ______________________________________________________________________
 LY0492* NAD 83(1986) POSITION- 41 10 38.     (N) 074 27 19.     (W)   SCALED
 LY0492* NAVD 88 ORTHO HEIGHT -   380.442 (meters)     1248.17  (feet) ADJUSTED
 LY0492  ______________________________________________________________________
 LY0492  GEOID HEIGHT    -        -32.219 (meters)                     GEOID18
 LY0492  DYNAMIC HEIGHT  -        380.270 (meters)     1247.60  (feet) COMP
 LY0492  MODELED GRAVITY -    980,159.9   (mgal)                       NAVD 88
 LY0492
 LY0492  VERT ORDER      -  SECOND    CLASS 0
 LY0492
 LY0492.The horizontal coordinates were scaled from a map and have
 LY0492.an estimated accuracy of +/- 6 seconds.
 LY0492
 LY0492.The orthometric height was determined by differential leveling and
 LY0492.adjusted by the NATIONAL GEODETIC SURVEY
 LY0492.in June 1991.
 LY0492
 LY0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0492.GEOID18 height accuracy estimate available here.
 LY0492
 LY0492.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL456585(NAD 83)
 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
 LY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0492.See file dsdata.pdf to determine how the superseded data were derived.
 LY0492
 LY0492_MARKER: DB = BENCH MARK DISK
 LY0492_SETTING: 66 = SET IN 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 = JULY 24, 2026 22:12:30 EDT
 LY0835 ***********************************************************************
 LY0835  DESIGNATION -  D 34
 LY0835  PID         -  LY0835
 LY0835  STATE/COUNTY-  NJ/SUSSEX
 LY0835  COUNTRY     -  US
 LY0835  USGS QUAD   -  BRANCHVILLE (2019)
 LY0835
 LY0835                         *CURRENT SURVEY CONTROL
 LY0835  ______________________________________________________________________
 LY0835* NAD 83(1986) POSITION- 41 10 13.80   (N) 074 39 27.69   (W)   HD_HELD1
 LY0835* NAVD 88 ORTHO HEIGHT -   125.020 (meters)      410.17  (feet) ADJUSTED
 LY0835  ______________________________________________________________________
 LY0835  GEOID HEIGHT    -        -32.510 (meters)                     GEOID18
 LY0835  DYNAMIC HEIGHT  -        124.967 (meters)      410.00  (feet) COMP
 LY0835  MODELED GRAVITY -    980,200.8   (mgal)                       NAVD 88
 LY0835
 LY0835  VERT ORDER      -  SECOND    CLASS 0
 LY0835
 LY0835.The horizontal coordinates were determined by differentially corrected
 LY0835.hand held GPS observations or other comparable positioning techniques
 LY0835.and have an estimated accuracy of +/- 3 meters.
 LY0835
 LY0835.The orthometric height was determined by differential leveling and
 LY0835.adjusted by the NATIONAL GEODETIC SURVEY
 LY0835.in June 1991.
 LY0835
 LY0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0835.GEOID18 height accuracy estimate available here.
 LY0835
 LY0835.Click photographs - Photos may exist for this station.
 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       -   259,492.6     136,768.2     MT  (+/- 3 meters HH1 GPS) 
 LY0835
 LY0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2871457740(NAD 83)
 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
 LY0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0835.See file dsdata.pdf to determine how the superseded data were derived.
 LY0835
 LY0835_MARKER: DB = BENCH MARK DISK
 LY0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0835_STAMPING: D 34 1942
 LY0835_MARK LOGO: CGS
 LY0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0835+STABILITY: SURFACE MOTION
 LY0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0835+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2007
 LY0835
 LY0835  HISTORY     - Date     Condition        Report By
 LY0835  HISTORY     - 1942     MONUMENTED       CGS
 LY0835  HISTORY     - 20070916 GOOD             GEOCAC
 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.
 LY0835
 LY0835                          STATION RECOVERY (2007)
 LY0835
 LY0835'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY0835'ROAD IS ROY ROAD.  ALONG NORTHWEST EDGE OF RIGHT-OF-WAY (NOW
 LY0835'ELIZABETHTOWN GAS COMPANY).  THERE ARE TALL CONCRETE POSTS MARKING THE
 LY0835'EDGE OF THE RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0797 ***********************************************************************
 LY0797  DESIGNATION -  D 35
 LY0797  PID         -  LY0797
 LY0797  STATE/COUNTY-  NJ/SUSSEX
 LY0797  COUNTRY     -  US
 LY0797  USGS QUAD   -  CULVERS GAP (2019)
 LY0797
 LY0797                         *CURRENT SURVEY CONTROL
 LY0797  ______________________________________________________________________
 LY0797* NAD 83(1986) POSITION- 41 11 53.     (N) 074 48 12.     (W)   SCALED
 LY0797* NAVD 88 ORTHO HEIGHT -   177.549 (meters)      582.51  (feet) ADJUSTED
 LY0797  ______________________________________________________________________
 LY0797  GEOID HEIGHT    -        -32.531 (meters)                     GEOID18
 LY0797  DYNAMIC HEIGHT  -        177.472 (meters)      582.26  (feet) COMP
 LY0797  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 LY0797
 LY0797  VERT ORDER      -  SECOND    CLASS 0
 LY0797
 LY0797.The horizontal coordinates were scaled from a map and have
 LY0797.an estimated accuracy of +/- 6 seconds.
 LY0797
 LY0797.The orthometric height was determined by differential leveling and
 LY0797.adjusted by the NATIONAL GEODETIC SURVEY
 LY0797.in June 1991.
 LY0797
 LY0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0797.GEOID18 height accuracy estimate available here.
 LY0797
 LY0797.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL164607(NAD 83)
 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
 LY0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0797.See file dsdata.pdf to determine how the superseded data were derived.
 LY0797
 LY0797_MARKER: DB = BENCH MARK DISK
 LY0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0797_STAMPING: D 35 1942
 LY0797_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KU0781 ***********************************************************************
 KU0781  DESIGNATION -  D 36
 KU0781  PID         -  KU0781
 KU0781  STATE/COUNTY-  NJ/MONMOUTH
 KU0781  COUNTRY     -  US
 KU0781  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0781
 KU0781                         *CURRENT SURVEY CONTROL
 KU0781  ______________________________________________________________________
 KU0781* NAD 83(1986) POSITION- 40 22 28.     (N) 073 58 27.     (W)   SCALED
 KU0781* NAVD 88 ORTHO HEIGHT -     1.923 (meters)        6.31  (feet) ADJUSTED
 KU0781  ______________________________________________________________________
 KU0781  GEOID HEIGHT    -        -32.637 (meters)                     GEOID18
 KU0781  DYNAMIC HEIGHT  -          1.922 (meters)        6.31  (feet) COMP
 KU0781  MODELED GRAVITY -    980,180.5   (mgal)                       NAVD 88
 KU0781
 KU0781  VERT ORDER      -  FIRST     CLASS II
 KU0781
 KU0781.The horizontal coordinates were scaled from a map and have
 KU0781.an estimated accuracy of +/- 6 seconds.
 KU0781
 KU0781.The orthometric height was determined by differential leveling and
 KU0781.adjusted by the NATIONAL GEODETIC SURVEY
 KU0781.in June 1991.
 KU0781
 KU0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0781.GEOID18 height accuracy estimate available here.
 KU0781
 KU0781.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870698(NAD 83)
 KU0781
 KU0781                          SUPERSEDED SURVEY CONTROL
 KU0781
 KU0781  NGVD 29 (??/??/92)    2.373  (m)            7.79   (f) SUPERSEDED  1 2
 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
 KU0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0781.See file dsdata.pdf to determine how the superseded data were derived.
 KU0781
 KU0781_MARKER: DB = BENCH MARK DISK
 KU0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0781_STAMPING: D 36 1952
 KU0781_MARK LOGO: CGS
 KU0781_PROJECTION: RECESSED
 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   CGS
 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0199 ***********************************************************************
 KV0199  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0199  DESIGNATION -  D 37
 KV0199  PID         -  KV0199
 KV0199  STATE/COUNTY-  NJ/MIDDLESEX
 KV0199  COUNTRY     -  US
 KV0199  USGS QUAD   -  PERTH AMBOY (2016)
 KV0199
 KV0199                         *CURRENT SURVEY CONTROL
 KV0199  ______________________________________________________________________
 KV0199* NAD 83(1986) POSITION- 40 32 51.61   (N) 074 15 33.76   (W)   HD_HELD1
 KV0199* NAVD 88 ORTHO HEIGHT -    11.950 (meters)       39.21  (feet) ADJUSTED
 KV0199  ______________________________________________________________________
 KV0199  GEOID HEIGHT    -        -32.503 (meters)                     GEOID18
 KV0199  DYNAMIC HEIGHT  -         11.945 (meters)       39.19  (feet) COMP
 KV0199  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 KV0199
 KV0199  VERT ORDER      -  FIRST     CLASS II
 KV0199
 KV0199.The horizontal coordinates were determined by differentially corrected
 KV0199.hand held GPS observations or other comparable positioning techniques
 KV0199.and have an estimated accuracy of +/- 3 meters.
 KV0199
 KV0199.The orthometric height was determined by differential leveling and
 KV0199.adjusted by the NATIONAL GEODETIC SURVEY
 KV0199.in June 1991.
 KV0199
 KV0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0199.GEOID18 height accuracy estimate available here.
 KV0199
 KV0199.This Tidal Bench Mark is designated as VM 2507
 KV0199.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0199
 KV0199.Click photographs - Photos may exist for this station.
 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       -   190,349.3     170,380.5     MT  (+/- 3 meters HH1 GPS) 
 KV0199
 KV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6271188809(NAD 83)
 KV0199
 KV0199                          SUPERSEDED SURVEY CONTROL
 KV0199
 KV0199  NGVD 29 (04/16/92)   12.262  (m)           40.23   (f) ADJUSTED    1 2
 KV0199  NGVD 29 (??/??/87)   12.292  (m)           40.33   (f) SUPERSEDED  1 2
 KV0199
 KV0199.Superseded values are not recommended for survey control.
 KV0199
 KV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0199.See file dsdata.pdf to determine how the superseded data were derived.
 KV0199
 KV0199_MARKER: DB = BENCH MARK DISK
 KV0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0199_SP_SET: OVERPASS
 KV0199_STAMPING: D 37 1952
 KV0199_MARK LOGO: CGS
 KV0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0199+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2021
 KV0199
 KV0199  HISTORY     - Date     Condition        Report By
 KV0199  HISTORY     - 1952     MONUMENTED       CGS
 KV0199  HISTORY     - 20040708 GOOD             GEOCAC
 KV0199  HISTORY     - 20060915 GOOD             SURVSA
 KV0199  HISTORY     - 20130617 GOOD             TWT
 KV0199  HISTORY     - 20211005 SEE DESCRIPTION  NJGS
 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'RECOVERED IN GOOD CONDITION.
 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'THERE IS NO ROOM FOR A TRIPOD SET UP.
 KV0199
 KV0199                          STATION RECOVERY (2013)
 KV0199
 KV0199'RECOVERY NOTE BY TWT CONS ENG 2013 (KML)
 KV0199'RECOVERED AS DESCRIBED AS NOTED IN 2006.
 KV0199
 KV0199                          STATION RECOVERY (2021)
 KV0199
 KV0199'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0199'MARK WAS FOUND BY LOOKING OVER FOUR FOOT METAL FENCING, AREA COVERED
 KV0199'WITH VINES AND TREES HAVE MATURED BLOCKING ANY FUTURE GPS WORK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU0007 ***********************************************************************
 HU0007  DESIGNATION -  D 39
 HU0007  PID         -  HU0007
 HU0007  STATE/COUNTY-  NJ/CAPE MAY
 HU0007  COUNTRY     -  US
 HU0007  USGS QUAD   -  CAPE MAY (2019)
 HU0007
 HU0007                         *CURRENT SURVEY CONTROL
 HU0007  ______________________________________________________________________
 HU0007* NAD 83(1986) POSITION- 38 58 10.     (N) 074 56 27.     (W)   SCALED
 HU0007* NAVD 88 ORTHO HEIGHT -     3.25  (+/-2cm)       10.7   (feet) VERTCON3
 HU0007  ______________________________________________________________________
 HU0007  GEOID HEIGHT    -        -35.431 (meters)                     GEOID18
 HU0007  VERT ORDER      -  ? (See Below)
 HU0007
 HU0007.The horizontal coordinates were scaled from a 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
 HU0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0007.GEOID18 height accuracy estimate available here.
 HU0007
 HU0007.The vertical order pertains to the NGVD 29 superseded value.
 HU0007
 HU0007.Click photographs - Photos may exist for this station.
 HU0007
 HU0007;                    North         East    Units  Estimated Accuracy
 HU0007;SPC NJ       -    15,200.      111,800.      MT  (+/- 180 meters Scaled)
 HU0007
 HU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ051133(NAD 83)
 HU0007
 HU0007                          SUPERSEDED SURVEY CONTROL
 HU0007
 HU0007  NGVD 29 (11/26/84)    3.652  (m)           11.98   (f) ADJUSTED       
 HU0007
 HU0007.Superseded values are not recommended for survey control.
 HU0007
 HU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0007.See file dsdata.pdf to determine how the superseded data were derived.
 HU0007
 HU0007_MARKER: DB = BENCH MARK DISK
 HU0007_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KU1627 ***********************************************************************
 KU1627  DESIGNATION -  D 40
 KU1627  PID         -  KU1627
 KU1627  STATE/COUNTY-  NJ/BERGEN
 KU1627  COUNTRY     -  US
 KU1627  USGS QUAD   -  YONKERS (2019)
 KU1627
 KU1627                         *CURRENT SURVEY CONTROL
 KU1627  ______________________________________________________________________
 KU1627* NAD 83(1986) POSITION- 40 56 52.7    (N) 073 55 16.0    (W)   HD_HELD2
 KU1627* NAVD 88 ORTHO HEIGHT -   100.409 (meters)      329.43  (feet) ADJUSTED
 KU1627  ______________________________________________________________________
 KU1627  GEOID HEIGHT    -        -31.387 (meters)                     GEOID18
 KU1627  DYNAMIC HEIGHT  -        100.372 (meters)      329.30  (feet) COMP
 KU1627  MODELED GRAVITY -    980,259.7   (mgal)                       NAVD 88
 KU1627
 KU1627  VERT ORDER      -  SECOND    CLASS 0
 KU1627
 KU1627.The horizontal coordinates were established by autonomous hand held GPS
 KU1627.observations and have an estimated accuracy of +/- 10 meters.
 KU1627
 KU1627.The orthometric height was determined by differential leveling and
 KU1627.adjusted by the NATIONAL GEODETIC SURVEY
 KU1627.in June 1991.
 KU1627
 KU1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1627.GEOID18 height accuracy estimate available here.
 KU1627
 KU1627.Click photographs - Photos may exist for this station.
 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       -   234,932.      198,738.      MT  (+/- 10 meters HH2 GPS)
 KU1627
 KU1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9080833541(NAD 83)
 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
 KU1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1627.See file dsdata.pdf to determine how the superseded data were derived.
 KU1627
 KU1627_MARKER: DB = BENCH MARK DISK
 KU1627_SETTING: 80 = SET IN A BOULDER
 KU1627_STAMPING: D 40 1956
 KU1627_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0507 ***********************************************************************
 KV0507  DESIGNATION -  D 41
 KV0507  PID         -  KV0507
 KV0507  STATE/COUNTY-  NJ/BERGEN
 KV0507  COUNTRY     -  US
 KV0507  USGS QUAD   -  WEEHAWKEN (2016)
 KV0507
 KV0507                         *CURRENT SURVEY CONTROL
 KV0507  ______________________________________________________________________
 KV0507* NAD 83(1986) POSITION- 40 50 40.9    (N) 074 00 43.4    (W)   HD_HELD2
 KV0507* NAVD 88 ORTHO HEIGHT -     5.296 (meters)       17.38  (feet) ADJUSTED
 KV0507  ______________________________________________________________________
 KV0507  GEOID HEIGHT    -        -31.760 (meters)                     GEOID18
 KV0507  DYNAMIC HEIGHT  -          5.294 (meters)       17.37  (feet) COMP
 KV0507  MODELED GRAVITY -    980,240.8   (mgal)                       NAVD 88
 KV0507
 KV0507  VERT ORDER      -  SECOND    CLASS 0
 KV0507
 KV0507.The horizontal coordinates were established by autonomous hand held GPS
 KV0507.observations and have an estimated accuracy of +/- 10 meters.
 KV0507
 KV0507.The orthometric height was determined by differential leveling and
 KV0507.adjusted by the NATIONAL GEODETIC SURVEY
 KV0507.in June 1991.
 KV0507
 KV0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0507.GEOID18 height accuracy estimate available here.
 KV0507
 KV0507.Click photographs - Photos may exist for this station.
 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       -   223,417.      191,145.      MT  (+/- 10 meters HH2 GPS)
 KV0507
 KV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8328221986(NAD 83)
 KV0507
 KV0507                          SUPERSEDED SURVEY CONTROL
 KV0507
 KV0507  NGVD 29 (11/26/84)    5.598  (m)           18.37   (f) ADJUSTED    2 0
 KV0507
 KV0507.Superseded values are not recommended for survey control.
 KV0507
 KV0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0507.See file dsdata.pdf to determine how the superseded data were derived.
 KV0507
 KV0507_MARKER: DB = BENCH MARK DISK
 KV0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0507_SP_SET: ABUTMENT
 KV0507_STAMPING: D 41 1956
 KV0507_MARK LOGO: CGS
 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  HISTORY     - 20070707 MARK NOT FOUND   GEOCAC
 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.
 KV0507
 KV0507                          STATION RECOVERY (2007)
 KV0507
 KV0507'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0507'COULD NOT FIND THE STATION AT THE DESCRIBED LOCATION.  THE LOCATION IS
 KV0507'OCCUPIED BY AN UNSTAMPED NJ DOT DISK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0627 ***********************************************************************
 KV0627  DESIGNATION -  D 53
 KV0627  PID         -  KV0627
 KV0627  STATE/COUNTY-  NJ/MIDDLESEX
 KV0627  COUNTRY     -  US
 KV0627  USGS QUAD   -  PLAINFIELD (2019)
 KV0627
 KV0627                         *CURRENT SURVEY CONTROL
 KV0627  ______________________________________________________________________
 KV0627* NAD 83(1986) POSITION- 40 30 55.     (N) 074 24 09.     (W)   SCALED
 KV0627* NAVD 88 ORTHO HEIGHT -    39.145 (meters)      128.43  (feet) ADJUSTED
 KV0627  ______________________________________________________________________
 KV0627  GEOID HEIGHT    -        -32.826 (meters)                     GEOID18
 KV0627  DYNAMIC HEIGHT  -         39.128 (meters)      128.37  (feet) COMP
 KV0627  MODELED GRAVITY -    980,197.5   (mgal)                       NAVD 88
 KV0627
 KV0627  VERT ORDER      -  SECOND    CLASS 0
 KV0627
 KV0627.The horizontal coordinates were scaled from a map and have
 KV0627.an estimated accuracy of +/- 6 seconds.
 KV0627
 KV0627.The orthometric height was determined by differential leveling and
 KV0627.adjusted by the NATIONAL GEODETIC SURVEY
 KV0627.in June 1991.
 KV0627
 KV0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0627.GEOID18 height accuracy estimate available here.
 KV0627
 KV0627.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK506851(NAD 83)
 KV0627
 KV0627                          SUPERSEDED SURVEY CONTROL
 KV0627
 KV0627  NGVD 29 (04/16/92)   39.440  (m)          129.40   (f) ADJUSTED    2 0
 KV0627  NGVD 29 (??/??/87)   39.475  (m)          129.51   (f) SUPERSEDED  2 0
 KV0627
 KV0627.Superseded values are not recommended for survey control.
 KV0627
 KV0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0627.See file dsdata.pdf to determine how the superseded data were derived.
 KV0627
 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  HISTORY     - 20220211 MARK NOT FOUND   NJGS
 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.
 KV0627
 KV0627                          STATION RECOVERY (2022)
 KV0627
 KV0627'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JBV)
 KV0627'THE STATION WAS SUPPOSED TO BE A VERTICAL MARK ON THE WEST BRICK WALL
 KV0627'OF AN OLD BANK NOW TURNED ANIMAL HOSPITAL.  THE STATION WAS NOT
 KV0627'RECOVERED DUE RENOVATION BEING DONE TO THE BUILDING THEREFORE ACCESS
 KV0627'TO THE MARK WAS RESTRICTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0891 ***********************************************************************
 KV0891  DESIGNATION -  D 54
 KV0891  PID         -  KV0891
 KV0891  STATE/COUNTY-  NJ/MONMOUTH
 KV0891  COUNTRY     -  US
 KV0891  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0891
 KV0891                         *CURRENT SURVEY CONTROL
 KV0891  ______________________________________________________________________
 KV0891* NAD 83(1986) POSITION- 40 20 08.     (N) 074 01 45.     (W)   SCALED
 KV0891* NAVD 88 ORTHO HEIGHT -     3.775 (meters)       12.39  (feet) ADJUSTED
 KV0891  ______________________________________________________________________
 KV0891  GEOID HEIGHT    -        -32.606 (meters)                     GEOID18
 KV0891  DYNAMIC HEIGHT  -          3.774 (meters)       12.38  (feet) COMP
 KV0891  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 KV0891
 KV0891  VERT ORDER      -  SECOND    CLASS 0
 KV0891
 KV0891.The horizontal coordinates were scaled from a map and have
 KV0891.an estimated accuracy of +/- 6 seconds.
 KV0891
 KV0891.The orthometric height was determined by differential leveling and
 KV0891.adjusted by the NATIONAL GEODETIC SURVEY
 KV0891.in June 1991.
 KV0891
 KV0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0891.GEOID18 height accuracy estimate available here.
 KV0891
 KV0891.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK824654(NAD 83)
 KV0891
 KV0891                          SUPERSEDED SURVEY CONTROL
 KV0891
 KV0891  NGVD 29 (04/16/92)    4.097  (m)           13.44   (f) ADJUSTED    2 0
 KV0891  NGVD 29 (??/??/87)    4.139  (m)           13.58   (f) SUPERSEDED  2 0
 KV0891
 KV0891.Superseded values are not recommended for survey control.
 KV0891
 KV0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0891.See file dsdata.pdf to determine how the superseded data were derived.
 KV0891
 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 = JULY 24, 2026 22:12:30 EDT
 JU0128 ***********************************************************************
 JU0128  DESIGNATION -  D 55
 JU0128  PID         -  JU0128
 JU0128  STATE/COUNTY-  NJ/OCEAN
 JU0128  COUNTRY     -  US
 JU0128  USGS QUAD   -  TUCKERTON (2019)
 JU0128
 JU0128                         *CURRENT SURVEY CONTROL
 JU0128  ______________________________________________________________________
 JU0128* NAD 83(1986) POSITION- 39 36 22.     (N) 074 15 41.     (W)   SCALED
 JU0128* NAVD 88 ORTHO HEIGHT -     0.530 (meters)        1.74  (feet) ADJUSTED
 JU0128  ______________________________________________________________________
 JU0128  GEOID HEIGHT    -        -33.593 (meters)                     GEOID18
 JU0128  DYNAMIC HEIGHT  -          0.530 (meters)        1.74  (feet) COMP
 JU0128  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 JU0128
 JU0128  VERT ORDER      -  SECOND    CLASS 0
 JU0128
 JU0128.The horizontal coordinates were scaled from a map and have
 JU0128.an estimated accuracy of +/- 6 seconds.
 JU0128
 JU0128.The orthometric height was determined by differential leveling and
 JU0128.adjusted by the NATIONAL GEODETIC SURVEY
 JU0128.in June 1991.
 JU0128
 JU0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0128.GEOID18 height accuracy estimate available here.
 JU0128
 JU0128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ634843(NAD 83)
 JU0128
 JU0128                          SUPERSEDED SURVEY CONTROL
 JU0128
 JU0128  NGVD 29 (11/26/84)    1.062  (m)            3.48   (f) ADJUSTED    2 0
 JU0128
 JU0128.Superseded values are not recommended for survey control.
 JU0128
 JU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0128.See file dsdata.pdf to determine how the superseded data were derived.
 JU0128
 JU0128_MARKER: DB = BENCH MARK DISK
 JU0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU0128_STAMPING: D 55 1961
 JU0128_MARK LOGO: CGS
 JU0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU0576 ***********************************************************************
 JU0576  DESIGNATION -  D 57
 JU0576  PID         -  JU0576
 JU0576  STATE/COUNTY-  NJ/ATLANTIC
 JU0576  COUNTRY     -  US
 JU0576  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0576
 JU0576                         *CURRENT SURVEY CONTROL
 JU0576  ______________________________________________________________________
 JU0576* NAD 83(1986) POSITION- 39 32 08.     (N) 074 39 27.     (W)   SCALED
 JU0576* NAVD 88 ORTHO HEIGHT -    14.340 (meters)       47.05  (feet) ADJUSTED
 JU0576  ______________________________________________________________________
 JU0576  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 JU0576  DYNAMIC HEIGHT  -         14.333 (meters)       47.02  (feet) COMP
 JU0576  MODELED GRAVITY -    980,132.0   (mgal)                       NAVD 88
 JU0576
 JU0576  VERT ORDER      -  FIRST     CLASS I
 JU0576
 JU0576.The horizontal coordinates were scaled from a map and have
 JU0576.an estimated accuracy of +/- 6 seconds.
 JU0576
 JU0576.The orthometric height was determined by differential leveling and
 JU0576.adjusted by the NATIONAL GEODETIC SURVEY
 JU0576.in June 1991.
 JU0576
 JU0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0576.GEOID18 height accuracy estimate available here.
 JU0576
 JU0576.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ294762(NAD 83)
 JU0576
 JU0576                          SUPERSEDED SURVEY CONTROL
 JU0576
 JU0576  NGVD 29 (11/26/84)   14.715  (m)           48.28   (f) ADJUSTED    1 1
 JU0576
 JU0576.Superseded values are not recommended for survey control.
 JU0576
 JU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0576.See file dsdata.pdf to determine how the superseded data were derived.
 JU0576
 JU0576_MARKER: DB = BENCH MARK DISK
 JU0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0576_SP_SET: BRIDGE
 JU0576_STAMPING: D 57 1961
 JU0576_MARK LOGO: CGS
 JU0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0576+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 JU0576
 JU0576  HISTORY     - Date     Condition        Report By
 JU0576  HISTORY     - 1961     MONUMENTED       CGS
 JU0576  HISTORY     - 1963     GOOD             CGS
 JU0576  HISTORY     - 20070817 GOOD             NJGS
 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.
 JU0576
 JU0576                          STATION RECOVERY (2007)
 JU0576
 JU0576'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (MVI)
 JU0576'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS SET IN BRIDGE
 JU0576'STRUCTURE NUMBER 01105-151 AT MILEPOST 40.41 EASTBOUND FOR US HIGHWAY
 JU0576'30.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0411 ***********************************************************************
 JU0411  DESIGNATION -  D 58
 JU0411  PID         -  JU0411
 JU0411  STATE/COUNTY-  NJ/CAPE MAY
 JU0411  COUNTRY     -  US
 JU0411  USGS QUAD   -  WOODBINE (2019)
 JU0411
 JU0411                         *CURRENT SURVEY CONTROL
 JU0411  ______________________________________________________________________
 JU0411* NAD 83(1986) POSITION- 39 08 13.     (N) 074 46 23.     (W)   SCALED
 JU0411* NAVD 88 ORTHO HEIGHT -     6.226 (meters)       20.43  (feet) ADJUSTED
 JU0411  ______________________________________________________________________
 JU0411  GEOID HEIGHT    -        -35.033 (meters)                     GEOID18
 JU0411  DYNAMIC HEIGHT  -          6.223 (meters)       20.42  (feet) COMP
 JU0411  MODELED GRAVITY -    980,073.6   (mgal)                       NAVD 88
 JU0411
 JU0411  VERT ORDER      -  FIRST     CLASS II
 JU0411
 JU0411.The horizontal coordinates were scaled from a map and have
 JU0411.an estimated accuracy of +/- 6 seconds.
 JU0411
 JU0411.The orthometric height was determined by differential leveling and
 JU0411.adjusted by the NATIONAL GEODETIC SURVEY
 JU0411.in June 1991.
 JU0411
 JU0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0411.GEOID18 height accuracy estimate available here.
 JU0411
 JU0411.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ196319(NAD 83)
 JU0411
 JU0411                          SUPERSEDED SURVEY CONTROL
 JU0411
 JU0411  NGVD 29 (04/16/92)    6.617  (m)           21.71   (f) ADJUSTED    1 2
 JU0411  NGVD 29 (01/10/92)    6.617  (m)           21.71   (f) SUPERSEDED  1 2
 JU0411  NGVD 29 (??/??/87)    6.617  (m)           21.71   (f) SUPERSEDED  1 2
 JU0411
 JU0411.Superseded values are not recommended for survey control.
 JU0411
 JU0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0411.See file dsdata.pdf to determine how the superseded data were derived.
 JU0411
 JU0411_MARKER: DB = BENCH MARK DISK
 JU0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0411_STAMPING: D 58 1961
 JU0411_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU1001 ***********************************************************************
 JU1001  DESIGNATION -  D 59
 JU1001  PID         -  JU1001
 JU1001  STATE/COUNTY-  NJ/CUMBERLAND
 JU1001  COUNTRY     -  US
 JU1001  USGS QUAD   -  CEDARVILLE (2019)
 JU1001
 JU1001                         *CURRENT SURVEY CONTROL
 JU1001  ______________________________________________________________________
 JU1001* NAD 83(1986) POSITION- 39 20 07.     (N) 075 08 41.     (W)   SCALED
 JU1001* NAVD 88 ORTHO HEIGHT -    21.971 (meters)       72.08  (feet) ADJUSTED
 JU1001  ______________________________________________________________________
 JU1001  GEOID HEIGHT    -        -34.024 (meters)                     GEOID18
 JU1001  DYNAMIC HEIGHT  -         21.959 (meters)       72.04  (feet) COMP
 JU1001  MODELED GRAVITY -    980,113.8   (mgal)                       NAVD 88
 JU1001
 JU1001  VERT ORDER      -  SECOND    CLASS 0
 JU1001
 JU1001.The horizontal coordinates were scaled from a map and have
 JU1001.an estimated accuracy of +/- 6 seconds.
 JU1001
 JU1001.The orthometric height was determined by differential leveling and
 JU1001.adjusted by the NATIONAL GEODETIC SURVEY
 JU1001.in June 1991.
 JU1001
 JU1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1001.GEOID18 height accuracy estimate available here.
 JU1001
 JU1001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ875539(NAD 83)
 JU1001
 JU1001                          SUPERSEDED SURVEY CONTROL
 JU1001
 JU1001  NGVD 29 (04/16/92)   22.302  (m)           73.17   (f) ADJUSTED    2 0
 JU1001  NGVD 29 (??/??/87)   22.371  (m)           73.40   (f) SUPERSEDED  2 0
 JU1001
 JU1001.Superseded values are not recommended for survey control.
 JU1001
 JU1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1001.See file dsdata.pdf to determine how the superseded data were derived.
 JU1001
 JU1001_MARKER: DB = BENCH MARK DISK
 JU1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1001_STAMPING: D 59 1961
 JU1001_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0863 ***********************************************************************
 KV0863  DESIGNATION -  D 6 RESET
 KV0863  PID         -  KV0863
 KV0863  STATE/COUNTY-  NJ/OCEAN
 KV0863  COUNTRY     -  US
 KV0863  USGS QUAD   -  POINT PLEASANT (2019)
 KV0863
 KV0863                         *CURRENT SURVEY CONTROL
 KV0863  ______________________________________________________________________
 KV0863* NAD 83(1986) POSITION- 40 02 13.     (N) 074 03 06.     (W)   SCALED
 KV0863* NAVD 88 ORTHO HEIGHT -     1.44  (meters)        4.7   (feet) RESET
 KV0863  ______________________________________________________________________
 KV0863  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 KV0863  VERT ORDER      -  THIRD
 KV0863
 KV0863.The horizontal coordinates were scaled from a map and have
 KV0863.an estimated accuracy of +/- 6 seconds.
 KV0863
 KV0863.The orthometric height was computed from unverified reset data.
 KV0863
 KV0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0863.GEOID18 height accuracy estimate available here.
 KV0863
 KV0863.Click photographs - Photos may exist for this station.
 KV0863
 KV0863;                    North         East    Units  Estimated Accuracy
 KV0863;SPC NJ       -   133,710.      188,260.      MT  (+/- 180 meters Scaled)
 KV0863
 KV0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK809322(NAD 83)
 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
 KV0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0863.See file dsdata.pdf to determine how the superseded data were derived.
 KV0863
 KV0863_STAMPING: D 6 RESET 1968
 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  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 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.
 KV0863
 KV0863                          STATION RECOVERY (2015)
 KV0863
 KV0863'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0863'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE STATION, THE OLD
 KV0863'FIRE STATION HAS BEEN REFURBISHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0469 ***********************************************************************
 KV0469  DESIGNATION -  D 62
 KV0469  PID         -  KV0469
 KV0469  STATE/COUNTY-  NJ/BERGEN
 KV0469  COUNTRY     -  US
 KV0469  USGS QUAD   -  WEEHAWKEN (2016)
 KV0469
 KV0469                         *CURRENT SURVEY CONTROL
 KV0469  ______________________________________________________________________
 KV0469* NAD 83(1986) POSITION- 40 49 03.     (N) 074 03 59.     (W)   SCALED
 KV0469* NAVD 88 ORTHO HEIGHT -     1.509 (meters)        4.95  (feet) ADJUSTED
 KV0469  ______________________________________________________________________
 KV0469  GEOID HEIGHT    -        -31.973 (meters)                     GEOID18
 KV0469  DYNAMIC HEIGHT  -          1.508 (meters)        4.95  (feet) COMP
 KV0469  MODELED GRAVITY -    980,236.2   (mgal)                       NAVD 88
 KV0469
 KV0469  VERT ORDER      -  SECOND    CLASS 0
 KV0469
 KV0469.The horizontal coordinates were scaled from a map and have
 KV0469.an estimated accuracy of +/- 6 seconds.
 KV0469
 KV0469.The orthometric height was determined by differential leveling and
 KV0469.adjusted by the NATIONAL GEODETIC SURVEY
 KV0469.in June 1991.
 KV0469
 KV0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0469.GEOID18 height accuracy estimate available here.
 KV0469
 KV0469.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL787189(NAD 83)
 KV0469
 KV0469                          SUPERSEDED SURVEY CONTROL
 KV0469
 KV0469  NGVD 29 (11/26/84)    1.829  (m)            6.00   (f) ADJUSTED    2 0
 KV0469
 KV0469.Superseded values are not recommended for survey control.
 KV0469
 KV0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0469.See file dsdata.pdf to determine how the superseded data were derived.
 KV0469
 KV0469_MARKER: DB = BENCH MARK DISK
 KV0469_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0469_SP_SET: STEP
 KV0469_STAMPING: D 62 1962
 KV0469_MARK LOGO: CGS
 KV0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0469
 KV0469  HISTORY     - Date     Condition        Report By
 KV0469  HISTORY     - 1962     MONUMENTED       CGS
 KV0469  HISTORY     - 20070408 MARK NOT FOUND   GEOCAC
 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.
 KV0469
 KV0469                          STATION RECOVERY (2007)
 KV0469
 KV0469'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0469'THE BUILDING AT THIS LOCATION IS NEWER THAN 1962, AND HAS NO STEPS.
 KV0469'STATION SHOULD BE CONSDERED MISSING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0712 ***********************************************************************
 JU0712  DESIGNATION -  D 63
 JU0712  PID         -  JU0712
 JU0712  STATE/COUNTY-  NJ/CAMDEN
 JU0712  COUNTRY     -  US
 JU0712  USGS QUAD   -  RUNNEMEDE (2019)
 JU0712
 JU0712                         *CURRENT SURVEY CONTROL
 JU0712  ______________________________________________________________________
 JU0712* NAD 83(1986) POSITION- 39 49 46.     (N) 075 00 46.     (W)   SCALED
 JU0712* NAVD 88 ORTHO HEIGHT -    26.744 (meters)       87.74  (feet) ADJUSTED
 JU0712  ______________________________________________________________________
 JU0712  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 JU0712  DYNAMIC HEIGHT  -         26.732 (meters)       87.70  (feet) COMP
 JU0712  MODELED GRAVITY -    980,170.2   (mgal)                       NAVD 88
 JU0712
 JU0712  VERT ORDER      -  FIRST     CLASS I
 JU0712
 JU0712.The horizontal coordinates were scaled from a map and have
 JU0712.an estimated accuracy of +/- 6 seconds.
 JU0712
 JU0712.The orthometric height was determined by differential leveling and
 JU0712.adjusted by the NATIONAL GEODETIC SURVEY
 JU0712.in June 1991.
 JU0712
 JU0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0712.GEOID18 height accuracy estimate available here.
 JU0712
 JU0712.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK989088(NAD 83)
 JU0712
 JU0712                          SUPERSEDED SURVEY CONTROL
 JU0712
 JU0712  NGVD 29 (11/26/84)   27.096  (m)           88.90   (f) ADJUSTED    1 1
 JU0712
 JU0712.Superseded values are not recommended for survey control.
 JU0712
 JU0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0712.See file dsdata.pdf to determine how the superseded data were derived.
 JU0712
 JU0712_MARKER: DB = BENCH MARK DISK
 JU0712_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0521 ***********************************************************************
 JU0521  DESIGNATION -  D 64
 JU0521  PID         -  JU0521
 JU0521  STATE/COUNTY-  NJ/ATLANTIC
 JU0521  COUNTRY     -  US
 JU0521  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0521
 JU0521                         *CURRENT SURVEY CONTROL
 JU0521  ______________________________________________________________________
 JU0521* NAD 83(1986) POSITION- 39 28 46.     (N) 074 34 49.     (W)   SCALED
 JU0521* NAVD 88 ORTHO HEIGHT -    20.436 (meters)       67.05  (feet) ADJUSTED
 JU0521  ______________________________________________________________________
 JU0521  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 JU0521  DYNAMIC HEIGHT  -         20.426 (meters)       67.01  (feet) COMP
 JU0521  MODELED GRAVITY -    980,127.7   (mgal)                       NAVD 88
 JU0521
 JU0521  VERT ORDER      -  FIRST     CLASS I
 JU0521
 JU0521.The horizontal coordinates were scaled from a map and have
 JU0521.an estimated accuracy of +/- 6 seconds.
 JU0521
 JU0521.The orthometric height was determined by differential leveling and
 JU0521.adjusted by the NATIONAL GEODETIC SURVEY
 JU0521.in June 1991.
 JU0521
 JU0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0521.GEOID18 height accuracy estimate available here.
 JU0521
 JU0521.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ360700(NAD 83)
 JU0521
 JU0521                          SUPERSEDED SURVEY CONTROL
 JU0521
 JU0521  NGVD 29 (11/26/84)   20.817  (m)           68.30   (f) ADJUSTED    1 1
 JU0521
 JU0521.Superseded values are not recommended for survey control.
 JU0521
 JU0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0521.See file dsdata.pdf to determine how the superseded data were derived.
 JU0521
 JU0521_MARKER: DB = BENCH MARK DISK
 JU0521_SETTING: 7 = 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  HISTORY     - 20100510 MARK NOT FOUND   NJGS
 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.
 JU0521
 JU0521                          STATION RECOVERY (2010)
 JU0521
 JU0521'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU0521'THE REMAINS OF THE BROKEN CONCETE POST WITH THE IMPRINT OF THE DISK
 JU0521'WAS FOUND LAYING ON ITS SIDE AT THE SITE. THE STATION IS CONSIDERED
 JU0521'LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0298 ***********************************************************************
 JU0298  DESIGNATION -  D 65
 JU0298  PID         -  JU0298
 JU0298  STATE/COUNTY-  NJ/ATLANTIC
 JU0298  COUNTRY     -  US
 JU0298  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0298
 JU0298                         *CURRENT SURVEY CONTROL
 JU0298  ______________________________________________________________________
 JU0298* NAD 83(1986) POSITION- 39 22 03.     (N) 074 27 37.     (W)   SCALED
 JU0298* NAVD 88 ORTHO HEIGHT -     1.725 (meters)        5.66  (feet) ADJUSTED
 JU0298  ______________________________________________________________________
 JU0298  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 JU0298  DYNAMIC HEIGHT  -          1.724 (meters)        5.66  (feet) COMP
 JU0298  MODELED GRAVITY -    980,108.7   (mgal)                       NAVD 88
 JU0298
 JU0298  VERT ORDER      -  FIRST     CLASS I
 JU0298
 JU0298.The horizontal coordinates were scaled from a map and have
 JU0298.an estimated accuracy of +/- 6 seconds.
 JU0298
 JU0298.The orthometric height was determined by differential leveling and
 JU0298.adjusted by the NATIONAL GEODETIC SURVEY
 JU0298.in June 1991.
 JU0298
 JU0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0298.GEOID18 height accuracy estimate available here.
 JU0298
 JU0298.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ464576(NAD 83)
 JU0298
 JU0298                          SUPERSEDED SURVEY CONTROL
 JU0298
 JU0298  NGVD 29 (01/10/92)    2.122  (m)            6.96   (f) ADJUSTED    1 1
 JU0298  NGVD 29 (??/??/87)    2.132  (m)            6.99   (f) SUPERSEDED  1 1
 JU0298
 JU0298.Superseded values are not recommended for survey control.
 JU0298
 JU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0298.See file dsdata.pdf to determine how the superseded data were derived.
 JU0298
 JU0298_MARKER: DB = BENCH MARK DISK
 JU0298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0298_STAMPING: D 65 1963
 JU0298_MARK LOGO: CGS
 JU0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU4278 ***********************************************************************
 JU4278  DESIGNATION -  D 66 RESET
 JU4278  PID         -  JU4278
 JU4278  STATE/COUNTY-  NJ/ATLANTIC
 JU4278  COUNTRY     -  US
 JU4278  USGS QUAD   -  NEW GRETNA (2019)
 JU4278
 JU4278                         *CURRENT SURVEY CONTROL
 JU4278  ______________________________________________________________________
 JU4278* NAD 83(1986) POSITION- 39 33 20.     (N) 074 27 48.     (W)   SCALED
 JU4278* NAVD 88 ORTHO HEIGHT -    10.34  (meters)       33.9   (feet) RESET
 JU4278  ______________________________________________________________________
 JU4278  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 JU4278  VERT ORDER      -  THIRD
 JU4278
 JU4278.The horizontal coordinates were scaled from a map and have
 JU4278.an estimated accuracy of +/- 6 seconds.
 JU4278
 JU4278.The orthometric height was computed from unverified reset data.
 JU4278
 JU4278.No vertical observational check was made to the station.
 JU4278
 JU4278.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4278.GEOID18 height accuracy estimate available here.
 JU4278
 JU4278.Click photographs - Photos may exist for this station.
 JU4278
 JU4278;                    North         East    Units  Estimated Accuracy
 JU4278;SPC NJ       -    80,170.      153,150.      MT  (+/- 180 meters Scaled)
 JU4278
 JU4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ461785(NAD 83)
 JU4278
 JU4278                          SUPERSEDED SURVEY CONTROL
 JU4278
 JU4278  NGVD 29 (02/11/25)   10.73   (m)           35.2    (f) RESET       3  
 JU4278
 JU4278.Superseded values are not recommended for survey control.
 JU4278
 JU4278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4278.See file dsdata.pdf to determine how the superseded data were derived.
 JU4278
 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 = JULY 24, 2026 22:12:30 EDT
 JU0150 ***********************************************************************
 JU0150  DESIGNATION -  D 67
 JU0150  PID         -  JU0150
 JU0150  STATE/COUNTY-  NJ/OCEAN
 JU0150  COUNTRY     -  US
 JU0150  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0150
 JU0150                         *CURRENT SURVEY CONTROL
 JU0150  ______________________________________________________________________
 JU0150* NAD 83(1986) POSITION- 39 40 25.47   (N) 074 09 21.50   (W)   HD_HELD1
 JU0150* NAVD 88 ORTHO HEIGHT -     1.359 (meters)        4.46  (feet) ADJUSTED
 JU0150  ______________________________________________________________________
 JU0150  GEOID HEIGHT    -        -33.522 (meters)                     GEOID18
 JU0150  DYNAMIC HEIGHT  -          1.358 (meters)        4.46  (feet) COMP
 JU0150  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 JU0150
 JU0150  VERT ORDER      -  FIRST     CLASS II
 JU0150
 JU0150.The horizontal coordinates were determined by differentially corrected
 JU0150.hand held GPS observations or other comparable positioning techniques
 JU0150.and have an estimated accuracy of +/- 3 meters.
 JU0150
 JU0150.The orthometric height was determined by differential leveling and
 JU0150.adjusted by the NATIONAL GEODETIC SURVEY
 JU0150.in February 2021.
 JU0150
 JU0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0150.GEOID18 height accuracy estimate available here.
 JU0150
 JU0150.Click photographs - Photos may exist for this station.
 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       -    93,349.6     179,514.3     MT  (+/- 3 meters HH1 GPS) 
 JU0150
 JU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7238891887(NAD 83)
 JU0150
 JU0150                          SUPERSEDED SURVEY CONTROL
 JU0150
 JU0150  NAVD 88 (03/25/05)    1.362  (m)            4.47   (f) SUPERSEDED  1 2
 JU0150  NAVD 88 (06/15/91)    1.370  (m)            4.49   (f) SUPERSEDED  1 1
 JU0150  NGVD 29 (11/26/84)    1.753  (m)            5.75   (f) ADJUSTED    1 1
 JU0150
 JU0150.Superseded values are not recommended for survey control.
 JU0150
 JU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0150.See file dsdata.pdf to determine how the superseded data were derived.
 JU0150
 JU0150_MARKER: DB = BENCH MARK DISK
 JU0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0150_STAMPING: D 67 1964
 JU0150_MARK LOGO: CGS
 JU0150_PROJECTION: RECESSED 30 CENTIMETERS
 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 - August 09, 2020
 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  HISTORY     - 20190129 GOOD             NJGS
 JU0150  HISTORY     - 20200809 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.
 JU0150
 JU0150                          STATION RECOVERY (2019)
 JU0150
 JU0150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0150'THE MARK IS 7.0 FT (2.1 M) FROM UTILITY POLE NUMBER T8051 (INSTEAD OF
 JU0150'7.5 FT), 29.0 FT (8.8 M) SOUTHWEST FROM THE FIRE HYDRANT (INSTEAD OF
 JU0150'28.9 SOUTH).
 JU0150
 JU0150                          STATION RECOVERY (2020)
 JU0150
 JU0150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0150'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-NORTHEAST OF WEST
 JU0150'CREEK, 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT AND 2.5 MI
 JU0150'(4.0 KM) NORTH-NORTHEAST OF SHIP BOTTOM.
 JU0150'
 JU0150'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF NORTH
 JU0150'BEACH ON THE SOUTHEAST SIDE OF LONG BEACH BOULEVARD.
 JU0150'
 JU0150'TO REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF
 JU0150'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 JU0150'GO NORTHEAST ON LONG BEACH BOULEVARD FOR 1.95 MI (3.14 KM) TO THE
 JU0150'STATION ON THE RIGHT.
 JU0150'
 JU0150'THE MARK IS LOCATED 6.0 FT (1.8 M) SOUTHEAST OF POLE NUMBER T8051, 29
 JU0150'FT (8.8 M) SOUTH FROM A FIRE HYDRANT, 5 FT (1.5 M) SOUTHWEST OF THE
 JU0150'CENTERLINE OF A PAVER WALKWAY FOR BEACH ACCESS BETWEEN HOUSE NUMBERS
 JU0150'1029A AND 1031, 2 FT (0.6 M) SOUTHWEST FROM A METAL WITNESS POST AND
 JU0150'SIGN AT THE NORTHWEST PVC FENCE CORNER AND 2 FT (0.6 M) NORTHWEST OF
 JU0150'THE PVC FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0058 ***********************************************************************
 JU0058  DESIGNATION -  D 68
 JU0058  PID         -  JU0058
 JU0058  STATE/COUNTY-  NJ/OCEAN
 JU0058  COUNTRY     -  US
 JU0058  USGS QUAD   -  FORKED RIVER (2019)
 JU0058
 JU0058                         *CURRENT SURVEY CONTROL
 JU0058  ______________________________________________________________________
 JU0058* NAD 83(1986) POSITION- 39 49 41.     (N) 074 12 04.     (W)   SCALED
 JU0058* NAVD 88 ORTHO HEIGHT -     2.227 (meters)        7.31  (feet) ADJUSTED
 JU0058  ______________________________________________________________________
 JU0058  GEOID HEIGHT    -        -33.089 (meters)                     GEOID18
 JU0058  DYNAMIC HEIGHT  -          2.226 (meters)        7.30  (feet) COMP
 JU0058  MODELED GRAVITY -    980,167.2   (mgal)                       NAVD 88
 JU0058
 JU0058  VERT ORDER      -  FIRST     CLASS I
 JU0058
 JU0058.The horizontal coordinates were scaled from a map and have
 JU0058.an estimated accuracy of +/- 6 seconds.
 JU0058
 JU0058.The orthometric height was determined by differential leveling and
 JU0058.adjusted by the NATIONAL GEODETIC SURVEY
 JU0058.in June 1991.
 JU0058
 JU0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0058.GEOID18 height accuracy estimate available here.
 JU0058
 JU0058.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK683089(NAD 83)
 JU0058
 JU0058                          SUPERSEDED SURVEY CONTROL
 JU0058
 JU0058  NGVD 29 (04/16/92)    2.600  (m)            8.53   (f) ADJUSTED    1 1
 JU0058  NGVD 29 (01/10/92)    2.600  (m)            8.53   (f) SUPERSEDED  1 1
 JU0058  NGVD 29 (??/??/87)    2.600  (m)            8.53   (f) SUPERSEDED  1 1
 JU0058
 JU0058.Superseded values are not recommended for survey control.
 JU0058
 JU0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0058.See file dsdata.pdf to determine how the superseded data were derived.
 JU0058
 JU0058_STAMPING: D 68 1964
 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  HISTORY     - 20191119 MARK NOT FOUND   NJGS
 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.
 JU0058
 JU0058                          STATION RECOVERY (2019)
 JU0058
 JU0058'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU0058'MARK NOT FOUND (NEW BRIDGE).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0008 ***********************************************************************
 JU0008  DESIGNATION -  D 69
 JU0008  PID         -  JU0008
 JU0008  STATE/COUNTY-  NJ/OCEAN
 JU0008  COUNTRY     -  US
 JU0008  USGS QUAD   -  SEASIDE PARK (2019)
 JU0008
 JU0008                         *CURRENT SURVEY CONTROL
 JU0008  ______________________________________________________________________
 JU0008* NAD 83(1986) POSITION- 39 58 06.     (N) 074 04 09.     (W)   SCALED
 JU0008* NAVD 88 ORTHO HEIGHT -     2.503 (meters)        8.21  (feet) ADJUSTED
 JU0008  ______________________________________________________________________
 JU0008  GEOID HEIGHT    -        -33.085 (meters)                     GEOID18
 JU0008  DYNAMIC HEIGHT  -          2.502 (meters)        8.21  (feet) COMP
 JU0008  MODELED GRAVITY -    980,163.1   (mgal)                       NAVD 88
 JU0008
 JU0008  VERT ORDER      -  FIRST     CLASS I
 JU0008
 JU0008.The horizontal coordinates were scaled from a map and have
 JU0008.an estimated accuracy of +/- 6 seconds.
 JU0008
 JU0008.The orthometric height was determined by differential leveling and
 JU0008.adjusted by the NATIONAL GEODETIC SURVEY
 JU0008.in June 1991.
 JU0008
 JU0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0008.GEOID18 height accuracy estimate available here.
 JU0008
 JU0008.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK794246(NAD 83)
 JU0008
 JU0008                          SUPERSEDED SURVEY CONTROL
 JU0008
 JU0008  NGVD 29 (04/16/92)    2.850  (m)            9.35   (f) ADJUSTED    1 1
 JU0008  NGVD 29 (01/10/92)    2.850  (m)            9.35   (f) SUPERSEDED  1 1
 JU0008  NGVD 29 (??/??/87)    2.877  (m)            9.44   (f) SUPERSEDED  1 1
 JU0008
 JU0008.Superseded values are not recommended for survey control.
 JU0008
 JU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0008.See file dsdata.pdf to determine how the superseded data were derived.
 JU0008
 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  HISTORY     - 20131213 MARK NOT FOUND   BOSWEL
 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.
 JU0008
 JU0008                          STATION RECOVERY (2013)
 JU0008
 JU0008'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 JU0008'BUILDING HAS BEEN RE-FACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0141 ***********************************************************************
 JU0141  DESIGNATION -  D 7
 JU0141  PID         -  JU0141
 JU0141  STATE/COUNTY-  NJ/OCEAN
 JU0141  COUNTRY     -  US
 JU0141  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0141
 JU0141                         *CURRENT SURVEY CONTROL
 JU0141  ______________________________________________________________________
 JU0141* NAD 83(1986) POSITION- 39 39 21.80   (N) 074 11 11.88   (W)   HD_HELD1
 JU0141* NAVD 88 ORTHO HEIGHT -     1.071 (meters)        3.51  (feet) ADJUSTED
 JU0141  ______________________________________________________________________
 JU0141  GEOID HEIGHT    -        -33.531 (meters)                     GEOID18
 JU0141  DYNAMIC HEIGHT  -          1.070 (meters)        3.51  (feet) COMP
 JU0141  MODELED GRAVITY -    980,152.7   (mgal)                       NAVD 88
 JU0141
 JU0141  VERT ORDER      -  FIRST     CLASS II
 JU0141
 JU0141.The horizontal coordinates were determined by differentially corrected
 JU0141.hand held GPS observations or other comparable positioning techniques
 JU0141.and have an estimated accuracy of +/- 3 meters.
 JU0141
 JU0141.The orthometric height was determined by differential leveling and
 JU0141.adjusted by the NATIONAL GEODETIC SURVEY
 JU0141.in February 2021.
 JU0141
 JU0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0141.GEOID18 height accuracy estimate available here.
 JU0141
 JU0141.Click photographs - Photos may exist for this station.
 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       -    91,376.5     176,890.7     MT  (+/- 3 meters HH1 GPS) 
 JU0141
 JU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6977689899(NAD 83)
 JU0141
 JU0141                          SUPERSEDED SURVEY CONTROL
 JU0141
 JU0141  NAVD 88 (04/25/97)    1.093  (m)            3.59   (f) SUPERSEDED  1 1
 JU0141  NAVD 88 (06/15/91)    1.122  (m)            3.68   (f) SUPERSEDED  1 1
 JU0141  NGVD 29 (11/26/84)    1.504  (m)            4.93   (f) ADJUSTED    1 1
 JU0141
 JU0141.Superseded values are not recommended for survey control.
 JU0141
 JU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0141.See file dsdata.pdf to determine how the superseded data were derived.
 JU0141
 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: 5.184 D 7 1930
 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 - April 22, 2019
 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  HISTORY     - 20190422 GOOD             NJGS
 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.
 JU0141
 JU0141                          STATION RECOVERY (2019)
 JU0141
 JU0141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU0141'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF BEACH
 JU0141'HAVEN, 6.6 MI (10.6 KM) EAST-NORTHEAST OF WEST CREEK AND 1.0 MI (1.6
 JU0141'KM) NORTH-NORTHWEST OF SHIP BOTTOM, IN STAFFORD TOWNSHIP, ON BONNET
 JU0141'ISLAND.
 JU0141'
 JU0141'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 (8TH
 JU0141'STREET) WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 307) IN
 JU0141'SHIP BOTTOM, GO 0.75 MI (1.21 KM) NORTHWEST ON WESTBOUND LANES OF NEW
 JU0141'JERSEY STATE ROUTE 72 TO THE ACCESS ROAD TO BONNET ISLAND ON THE
 JU0141'RIGHT.  TURN RIGHT AND GO ABOUT 80 FT (24.4 M) NORTHEAST TO THE
 JU0141'JUNCTION WITH BAY AVENUE.  TURN RIGHT AND GO ABOUT 200 FT (61.0 M) TO
 JU0141'THE END.  TURN LEFT AND GO 240 FT (73.2 M) NORTHEAST TO THE T-JUNCTION
 JU0141'WITH SECOND AVENUE.  TURN LEFT AND GO ABOUT 200 FT (61.0 M) TO THE
 JU0141'PROPERTY AND THE STATION ON THE RIGHT, SET IN THE TOP OF THE EAST
 JU0141'CORNER OF THE FORMER SEMAPHORE TOWER CONCRETE BASE LOCATED IN THE REAR
 JU0141'YARD OF HOUSE NUMBER 2552.
 JU0141'
 JU0141'IT IS 23.8 FT (7.3 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 JU0141'GARAGE FOR HOUSE NUMBER 2556, 23.7 FT (7.2 M) NORTH-NORTHWEST OF THE
 JU0141'SOUTHWEST CORNER OF THE GARAGE FOR HOUSE NUMBER 2556, 90 FT (27.4 M)
 JU0141'SOUTH OF POLE NUMBER P10418, 75 FT (22.9 M) NORTHEAST OF THE
 JU0141'CENTERLINE OF SECOND AVENUE AND 47 FT (14.3 M) SOUTHWEST OF THE
 JU0141'CENTERLINE OF RAILROAD AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0813 ***********************************************************************
 KU0813  DESIGNATION -  D 70
 KU0813  PID         -  KU0813
 KU0813  STATE/COUNTY-  NJ/MONMOUTH
 KU0813  COUNTRY     -  US
 KU0813  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0813
 KU0813                         *CURRENT SURVEY CONTROL
 KU0813  ______________________________________________________________________
 KU0813* NAD 83(1986) POSITION- 40 17 05.     (N) 073 59 20.     (W)   SCALED
 KU0813* NAVD 88 ORTHO HEIGHT -     7.922 (meters)       25.99  (feet) ADJUSTED
 KU0813  ______________________________________________________________________
 KU0813  GEOID HEIGHT    -        -32.751 (meters)                     GEOID18
 KU0813  DYNAMIC HEIGHT  -          7.919 (meters)       25.98  (feet) COMP
 KU0813  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 KU0813
 KU0813  VERT ORDER      -  FIRST     CLASS I
 KU0813
 KU0813.The horizontal coordinates were scaled from a map and have
 KU0813.an estimated accuracy of +/- 6 seconds.
 KU0813
 KU0813.The orthometric height was determined by differential leveling and
 KU0813.adjusted by the NATIONAL GEODETIC SURVEY
 KU0813.in June 1991.
 KU0813
 KU0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0813.GEOID18 height accuracy estimate available here.
 KU0813
 KU0813.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859598(NAD 83)
 KU0813
 KU0813                          SUPERSEDED SURVEY CONTROL
 KU0813
 KU0813  NGVD 29 (??/??/92)    8.283  (m)           27.18   (f) SUPERSEDED  1 1
 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
 KU0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0813.See file dsdata.pdf to determine how the superseded data were derived.
 KU0813
 KU0813_MARKER: DB = BENCH MARK DISK
 KU0813_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU0813+WITH SETTING: PAVEMENT
 KU0813_SP_SET: FLAGPOLE BASE
 KU0813_STAMPING: D 70 1964
 KU0813_MARK LOGO: CGS
 KU0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0813+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KU2098 ***********************************************************************
 KU2098  DESIGNATION -  D 70 RESET 1969
 KU2098  PID         -  KU2098
 KU2098  STATE/COUNTY-  NJ/MONMOUTH
 KU2098  COUNTRY     -  US
 KU2098  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2098
 KU2098                         *CURRENT SURVEY CONTROL
 KU2098  ______________________________________________________________________
 KU2098* NAD 83(1986) POSITION- 40 17 03.     (N) 073 59 21.     (W)   SCALED
 KU2098* NAVD 88 ORTHO HEIGHT -     7.846 (meters)       25.74  (feet) ADJUSTED
 KU2098  ______________________________________________________________________
 KU2098  GEOID HEIGHT    -        -32.751 (meters)                     GEOID18
 KU2098  DYNAMIC HEIGHT  -          7.842 (meters)       25.73  (feet) COMP
 KU2098  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 KU2098
 KU2098  VERT ORDER      -  FIRST     CLASS II
 KU2098
 KU2098.The horizontal coordinates were scaled from a map and have
 KU2098.an estimated accuracy of +/- 6 seconds.
 KU2098
 KU2098.The orthometric height was determined by differential leveling and
 KU2098.adjusted by the NATIONAL GEODETIC SURVEY
 KU2098.in June 1991.
 KU2098
 KU2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2098.GEOID18 height accuracy estimate available here.
 KU2098
 KU2098.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859597(NAD 83)
 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
 KU2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2098.See file dsdata.pdf to determine how the superseded data were derived.
 KU2098
 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  HISTORY     - 20080422 MARK NOT FOUND   NJGS
 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.
 KU2098
 KU2098                          STATION RECOVERY (2008)
 KU2098
 KU2098'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KU2098'A NEW FLAG POLE HAS BEEN SET IN THE SAME LOCATION OF THE ORIGINAL.
 KU2098'THE NEW FLAG POLE HAS NO BASE AND THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0029 ***********************************************************************
 KV0029  DESIGNATION -  D 71
 KV0029  PID         -  KV0029
 KV0029  STATE/COUNTY-  NJ/MIDDLESEX
 KV0029  COUNTRY     -  US
 KV0029  USGS QUAD   -  PERTH AMBOY (2016)
 KV0029
 KV0029                         *CURRENT SURVEY CONTROL
 KV0029  ______________________________________________________________________
 KV0029* NAD 83(1986) POSITION- 40 34 05.     (N) 074 17 22.     (W)   SCALED
 KV0029* NAVD 88 ORTHO HEIGHT -    18.576 (meters)       60.94  (feet) ADJUSTED
 KV0029  ______________________________________________________________________
 KV0029  GEOID HEIGHT    -        -32.586 (meters)                     GEOID18
 KV0029  DYNAMIC HEIGHT  -         18.568 (meters)       60.92  (feet) COMP
 KV0029  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 KV0029
 KV0029  VERT ORDER      -  FIRST     CLASS I
 KV0029
 KV0029.The horizontal coordinates were scaled from a map and have
 KV0029.an estimated accuracy of +/- 6 seconds.
 KV0029
 KV0029.The orthometric height was determined by differential leveling and
 KV0029.adjusted by the NATIONAL GEODETIC SURVEY
 KV0029.in June 1991.
 KV0029
 KV0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0029.GEOID18 height accuracy estimate available here.
 KV0029
 KV0029.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK601910(NAD 83)
 KV0029
 KV0029                          SUPERSEDED SURVEY CONTROL
 KV0029
 KV0029  NGVD 29 (04/16/92)   18.888  (m)           61.97   (f) ADJUSTED    1 1
 KV0029  NGVD 29 (??/??/87)   18.917  (m)           62.06   (f) SUPERSEDED  1 1
 KV0029
 KV0029.Superseded values are not recommended for survey control.
 KV0029
 KV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0029.See file dsdata.pdf to determine how the superseded data were derived.
 KV0029
 KV0029_MARKER: DB = BENCH MARK DISK
 KV0029_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0029+WITH SETTING: PAVEMENT
 KV0029_SP_SET: TOWER BASE
 KV0029_STAMPING: D 71 1964
 KV0029_MARK LOGO: CGS
 KV0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0029+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0050 ***********************************************************************
 KV0050  DESIGNATION -  D 72
 KV0050  PID         -  KV0050
 KV0050  STATE/COUNTY-  NJ/UNION
 KV0050  COUNTRY     -  US
 KV0050  USGS QUAD   -  ROSELLE (2019)
 KV0050
 KV0050                         *CURRENT SURVEY CONTROL
 KV0050  ______________________________________________________________________
 KV0050* NAD 83(1986) POSITION- 40 37 33.     (N) 074 15 22.     (W)   SCALED
 KV0050* NAVD 88 ORTHO HEIGHT -     7.111 (meters)       23.33  (feet) ADJUSTED
 KV0050  ______________________________________________________________________
 KV0050  GEOID HEIGHT    -        -32.532 (meters)                     GEOID18
 KV0050  DYNAMIC HEIGHT  -          7.108 (meters)       23.32  (feet) COMP
 KV0050  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 KV0050
 KV0050  VERT ORDER      -  FIRST     CLASS I
 KV0050
 KV0050.The horizontal coordinates were scaled from a map and have
 KV0050.an estimated accuracy of +/- 6 seconds.
 KV0050
 KV0050.The orthometric height was determined by differential leveling and
 KV0050.adjusted by the NATIONAL GEODETIC SURVEY
 KV0050.in June 1991.
 KV0050
 KV0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0050.GEOID18 height accuracy estimate available here.
 KV0050
 KV0050.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK629974(NAD 83)
 KV0050
 KV0050                          SUPERSEDED SURVEY CONTROL
 KV0050
 KV0050  NGVD 29 (04/16/92)    7.435  (m)           24.39   (f) ADJUSTED    1 1
 KV0050  NGVD 29 (??/??/87)    7.453  (m)           24.45   (f) SUPERSEDED  1 1
 KV0050
 KV0050.Superseded values are not recommended for survey control.
 KV0050
 KV0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0050.See file dsdata.pdf to determine how the superseded data were derived.
 KV0050
 KV0050_MARKER: DB = BENCH MARK DISK
 KV0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0050_SP_SET: OVERPASS
 KV0050_STAMPING: D 72 1965
 KV0050_MARK LOGO: CGS
 KV0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0050+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 KV0050
 KV0050  HISTORY     - Date     Condition        Report By
 KV0050  HISTORY     - 1965     MONUMENTED       CGS
 KV0050  HISTORY     - 19940608 GOOD             USPSQD
 KV0050  HISTORY     - 20140701 GOOD             BOSWEL
 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.
 KV0050
 KV0050                          STATION RECOVERY (2014)
 KV0050
 KV0050'RECOVERY NOTE BY BOSWELL ENGINEERING 2014 (AB)
 KV0050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0961 ***********************************************************************
 KV0961  DESIGNATION -  D 73
 KV0961  PID         -  KV0961
 KV0961  STATE/COUNTY-  NJ/MIDDLESEX
 KV0961  COUNTRY     -  US
 KV0961  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0961
 KV0961                         *CURRENT SURVEY CONTROL
 KV0961  ______________________________________________________________________
 KV0961* NAD 83(1986) POSITION- 40 27 37.59   (N) 074 18 14.74   (W)   HD_HELD1
 KV0961* NAVD 88 ORTHO HEIGHT -    30.789 (meters)      101.01  (feet) ADJUSTED
 KV0961  ______________________________________________________________________
 KV0961  GEOID HEIGHT    -        -32.524 (meters)                     GEOID18
 KV0961  DYNAMIC HEIGHT  -         30.776 (meters)      100.97  (feet) COMP
 KV0961  MODELED GRAVITY -    980,213.0   (mgal)                       NAVD 88
 KV0961
 KV0961  VERT ORDER      -  FIRST     CLASS II
 KV0961
 KV0961.The horizontal coordinates were determined by differentially corrected
 KV0961.hand held GPS observations or other comparable positioning techniques
 KV0961.and have an estimated accuracy of +/- 3 meters.
 KV0961
 KV0961.The orthometric height was determined by differential leveling and
 KV0961.adjusted by the NATIONAL GEODETIC SURVEY
 KV0961.in June 1991.
 KV0961
 KV0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0961.GEOID18 height accuracy estimate available here.
 KV0961
 KV0961.Click photographs - Photos may exist for this station.
 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       -   180,654.7     166,614.6     MT  (+/- 3 meters HH1 GPS) 
 KV0961
 KV0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5900179096(NAD 83)
 KV0961
 KV0961                          SUPERSEDED SURVEY CONTROL
 KV0961
 KV0961  NGVD 29 (??/??/92)   31.162  (m)          102.24   (f) SUPERSEDED  1 2
 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
 KV0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0961.See file dsdata.pdf to determine how the superseded data were derived.
 KV0961
 KV0961_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 KV0961_PROJECTION: RECESSED 8 CENTIMETERS
 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 25, 2016
 KV0961
 KV0961  HISTORY     - Date     Condition        Report By
 KV0961  HISTORY     - 1974     MONUMENTED       NGS
 KV0961  HISTORY     - 20040505 GOOD             NJGS
 KV0961  HISTORY     - 20160525 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.
 KV0961
 KV0961                          STATION RECOVERY (2016)
 KV0961
 KV0961'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV0961'THE STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF PERTH
 KV0961'AMBOY, 2.4 MI (3.9 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY JUNCTION AND 1.4
 KV0961'MI (2.3 KM) SOUTH-SOUTHWEST OF SOUTH AMBOY, IN SAYREVILLE.
 KV0961'
 KV0961'TO REACH FROM THE INTERSECTION OF ERNSTON ROAD (COUNTY ROUTE 673) AND
 KV0961'BORDENTOWN AVENUE (COUNTY ROUTE 615), GO 0.2 MI (0.3 KM)
 KV0961'NORTH-NORTHEAST ON BORDERNTOWN AVENUE TO THE PARKING LOT FOR THE
 KV0961'BORDENTOWN AVENUE PARK ON THE RIGHT.  PARK IN THE LOT AND GO ABOUT 130
 KV0961'FT (39.6 M) SOUTH-SOUTHWEST TO THE STATION AHEAD.
 KV0961'
 KV0961'THE STATION SET LOCATED AT THE NORTHWEST CORNER OF A TENNIS COURT WITH
 KV0961'NO FENCE, 2.7 FT (0.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 KV0961'TENNIS COURT, 2 FT (0.6 M) WEST-NORTHWEST OF A CUT OFF FENCE POST
 KV0961'LEVEL WITH THE GROUND IN A CONCRETE FOOTING, 61 FT (18.6 M) NORTH OF
 KV0961'THE WESTERLY TENNIS COURT NET POST, 80.7 FT (24.6 M) NORTHWEST OF THE
 KV0961'EASTERLY TENNIS COURT NET POST, 81.8 FT (24.9 M) SOUTHWEST OF THE
 KV0961'SOUTH LEG OF A BASKETBALL BACKBOARD SUPPORT, 130 FT (39.6 M)
 KV0961'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE PARKING LOT.
 KV0961'
 KV0961'THE STATION IS IN A PVC PIPE INSTALLED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1125 ***********************************************************************
 KV1125  DESIGNATION -  D 74
 KV1125  PID         -  KV1125
 KV1125  STATE/COUNTY-  NJ/MERCER
 KV1125  COUNTRY     -  US
 KV1125  USGS QUAD   -  HIGHTSTOWN (2019)
 KV1125
 KV1125                         *CURRENT SURVEY CONTROL
 KV1125  ______________________________________________________________________
 KV1125* NAD 83(1986) POSITION- 40 16 37.76   (N) 074 32 03.99   (W)   HD_HELD1
 KV1125* NAVD 88 ORTHO HEIGHT -    25.275 (meters)       82.92  (feet) ADJUSTED
 KV1125  ______________________________________________________________________
 KV1125  GEOID HEIGHT    -        -32.763 (meters)                     GEOID18
 KV1125  DYNAMIC HEIGHT  -         25.264 (meters)       82.89  (feet) COMP
 KV1125  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 KV1125
 KV1125  VERT ORDER      -  FIRST     CLASS II
 KV1125
 KV1125.The horizontal coordinates were determined by differentially corrected
 KV1125.hand held GPS observations or other comparable positioning techniques
 KV1125.and have an estimated accuracy of +/- 3 meters.
 KV1125
 KV1125.The orthometric height was determined by differential leveling and
 KV1125.adjusted by the NATIONAL GEODETIC SURVEY
 KV1125.in June 1991.
 KV1125
 KV1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1125.GEOID18 height accuracy estimate available here.
 KV1125
 KV1125.Click photographs - Photos may exist for this station.
 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       -   160,286.5     147,071.1     MT  (+/- 3 meters HH1 GPS) 
 KV1125
 KV1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3957858623(NAD 83)
 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
 KV1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1125.See file dsdata.pdf to determine how the superseded data were derived.
 KV1125
 KV1125_MARKER: DV = VERTICAL CONTROL DISK
 KV1125_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1125_SP_SET: BRIDGE ABUTMENT
 KV1125_STAMPING: D 74 1974
 KV1125_MARK LOGO: NGS
 KV1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1125+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 KV1125
 KV1125  HISTORY     - Date     Condition        Report By
 KV1125  HISTORY     - 1974     MONUMENTED       NGS
 KV1125  HISTORY     - 20030809 GOOD             GEOCAC
 KV1125  HISTORY     - 20140226 GOOD             NJGS
 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.
 KV1125
 KV1125                          STATION RECOVERY (2014)
 KV1125
 KV1125'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV1125'RECOVERED IN GOOD CONDITION.
 KV1125'
 KV1125'NOTE-ADD THE FOLLOWING-THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM)
 KV1125'SOUTH OF MONMOUTH JUNCTION, 5.1 MI (8.2 KM) NORTHWEST OF ROOSEVELT AND
 KV1125'0.8 MI (1.3 KM) NORTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 KV1125'
 KV1125'THE STATION IS LOCATED IN THE SOUTHEAST END OF THE WING WALL AT THE
 KV1125'NORTHWEST END OF THE NORTHEAST BRIDGE ABUTMENT (STRUCTURE NUMBER
 KV1125'1223-152, MI (1967.8 KM) POST 68.94) FOR THE SOUTHBOUND LANES OF U.S.
 KV1125'HIGHWAY 130.
 KV1125'
 KV1125'THE STATION IS ABOUT 230 FT (70.1 M) SOUTHWEST OF THE CENTERLINE OF
 KV1125'ROCKY BRIDGE ROAD/TOWN CENTER ROAD AT THE BRIDGE PLAQUE THE BRIDGE WAS
 KV1125'RECONSTRUCTED IN 2006 BUT THE WING WALLS REMAINED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1141 ***********************************************************************
 KV1141  DESIGNATION -  D 75
 KV1141  PID         -  KV1141
 KV1141  STATE/COUNTY-  NJ/BURLINGTON
 KV1141  COUNTRY     -  US
 KV1141  USGS QUAD   -  TRENTON EAST (2019)
 KV1141
 KV1141                         *CURRENT SURVEY CONTROL
 KV1141  ______________________________________________________________________
 KV1141* NAD 83(1986) POSITION- 40 08 47.8    (N) 074 42 27.0    (W)   HD_HELD2
 KV1141* NAVD 88 ORTHO HEIGHT -    21.383 (meters)       70.15  (feet) ADJUSTED
 KV1141  ______________________________________________________________________
 KV1141  GEOID HEIGHT    -        -32.794 (meters)                     GEOID18
 KV1141  DYNAMIC HEIGHT  -         21.374 (meters)       70.12  (feet) COMP
 KV1141  MODELED GRAVITY -    980,196.7   (mgal)                       NAVD 88
 KV1141
 KV1141  VERT ORDER      -  FIRST     CLASS I
 KV1141
 KV1141.The horizontal coordinates were established by autonomous hand held GPS
 KV1141.observations and have an estimated accuracy of +/- 10 meters.
 KV1141
 KV1141.The orthometric height was determined by differential leveling and
 KV1141.adjusted by the NATIONAL GEODETIC SURVEY
 KV1141.in June 1991.
 KV1141
 KV1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1141.GEOID18 height accuracy estimate available here.
 KV1141
 KV1141.Click photographs - Photos may exist for this station.
 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       -   145,813.      132,320.      MT  (+/- 10 meters HH2 GPS)
 KV1141
 KV1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2491444070(NAD 83)
 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
 KV1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1141.See file dsdata.pdf to determine how the superseded data were derived.
 KV1141
 KV1141_MARKER: DV = VERTICAL CONTROL 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 = JULY 24, 2026 22:12:30 EDT
 KV1164 ***********************************************************************
 KV1164  DESIGNATION -  D 76
 KV1164  PID         -  KV1164
 KV1164  STATE/COUNTY-  NJ/BURLINGTON
 KV1164  COUNTRY     -  US
 KV1164  USGS QUAD   -  BEVERLY (2016)
 KV1164
 KV1164                         *CURRENT SURVEY CONTROL
 KV1164  ______________________________________________________________________
 KV1164* NAD 83(1986) POSITION- 40 03 52.80   (N) 074 55 16.59   (W)   HD_HELD1
 KV1164* NAVD 88 ORTHO HEIGHT -     9.157 (meters)       30.04  (feet) ADJUSTED
 KV1164  ______________________________________________________________________
 KV1164  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 KV1164  DYNAMIC HEIGHT  -          9.153 (meters)       30.03  (feet) COMP
 KV1164  MODELED GRAVITY -    980,191.1   (mgal)                       NAVD 88
 KV1164
 KV1164  VERT ORDER      -  FIRST     CLASS II
 KV1164
 KV1164.The horizontal coordinates were determined by differentially corrected
 KV1164.hand held GPS observations or other comparable positioning techniques
 KV1164.and have an estimated accuracy of +/- 3 meters.
 KV1164
 KV1164.The orthometric height was determined by differential leveling and
 KV1164.adjusted by the NATIONAL GEODETIC SURVEY
 KV1164.in June 1991.
 KV1164
 KV1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1164.GEOID18 height accuracy estimate available here.
 KV1164
 KV1164.Click photographs - Photos may exist for this station.
 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       -   136,779.0     114,063.2     MT  (+/- 3 meters HH1 GPS) 
 KV1164
 KV1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0671334937(NAD 83)
 KV1164
 KV1164                          SUPERSEDED SURVEY CONTROL
 KV1164
 KV1164  NGVD 29 (??/??/92)    9.520  (m)           31.23   (f) SUPERSEDED  1 2
 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
 KV1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1164.See file dsdata.pdf to determine how the superseded data were derived.
 KV1164
 KV1164_MARKER: DV = VERTICAL CONTROL DISK
 KV1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1164_SP_SET: BUILDING
 KV1164_STAMPING: D 76 1974
 KV1164_MARK LOGO: NGS
 KV1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1164+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2007
 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  HISTORY     - 20071110 GOOD             UE
 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.
 KV1164
 KV1164                          STATION RECOVERY (2007)
 KV1164
 KV1164'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV1164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2945 ***********************************************************************
 KV2945  DESIGNATION -  D 77
 KV2945  PID         -  KV2945
 KV2945  STATE/COUNTY-  NJ/WARREN
 KV2945  COUNTRY     -  US
 KV2945  USGS QUAD   -  BLOOMSBURY (2019)
 KV2945
 KV2945                         *CURRENT SURVEY CONTROL
 KV2945  ______________________________________________________________________
 KV2945* NAD 83(1986) POSITION- 40 39 36.     (N) 075 06 40.     (W)   SCALED
 KV2945* NAVD 88 ORTHO HEIGHT -    93.280 (meters)      306.04  (feet) ADJUSTED
 KV2945  ______________________________________________________________________
 KV2945  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 KV2945  DYNAMIC HEIGHT  -         93.236 (meters)      305.89  (feet) COMP
 KV2945  MODELED GRAVITY -    980,154.5   (mgal)                       NAVD 88
 KV2945
 KV2945  VERT ORDER      -  FIRST     CLASS II
 KV2945
 KV2945.The horizontal coordinates were scaled from a map and have
 KV2945.an estimated accuracy of +/- 6 seconds.
 KV2945
 KV2945.The orthometric height was determined by differential leveling and
 KV2945.adjusted by the NATIONAL GEODETIC SURVEY
 KV2945.in June 1991.
 KV2945
 KV2945.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2945.GEOID18 height accuracy estimate available here.
 KV2945
 KV2945.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL906010(NAD 83)
 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
 KV2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2945.See file dsdata.pdf to determine how the superseded data were derived.
 KV2945
 KV2945_MARKER: DV = VERTICAL CONTROL DISK
 KV2945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2945_STAMPING: D 77 1978
 KV2945_MARK LOGO: NGS
 KV2945_PROJECTION: RECESSED 5 CENTIMETERS
 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 - June 03, 2010
 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  HISTORY     - 20100603 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.
 KV2945
 KV2945                          STATION RECOVERY (2010)
 KV2945
 KV2945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV2945'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2921 ***********************************************************************
 KV2921  DESIGNATION -  D 78
 KV2921  PID         -  KV2921
 KV2921  STATE/COUNTY-  NJ/SOMERSET
 KV2921  COUNTRY     -  US
 KV2921  USGS QUAD   -  RARITAN (2019)
 KV2921
 KV2921                         *CURRENT SURVEY CONTROL
 KV2921  ______________________________________________________________________
 KV2921* NAD 83(1986) POSITION- 40 35 38.24   (N) 074 39 45.73   (W)   HD_HELD1
 KV2921* NAVD 88 ORTHO HEIGHT -    40.585 (meters)      133.15  (feet) ADJUSTED
 KV2921  ______________________________________________________________________
 KV2921  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 KV2921  DYNAMIC HEIGHT  -         40.566 (meters)      133.09  (feet) COMP
 KV2921  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 KV2921
 KV2921  VERT ORDER      -  FIRST     CLASS II
 KV2921
 KV2921.The horizontal coordinates were determined by differentially corrected
 KV2921.hand held GPS observations or other comparable positioning techniques
 KV2921.and have an estimated accuracy of +/- 3 meters.
 KV2921
 KV2921.The orthometric height was determined by differential leveling and
 KV2921.adjusted by the NATIONAL GEODETIC SURVEY
 KV2921.in June 1991.
 KV2921
 KV2921.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2921.GEOID18 height accuracy estimate available here.
 KV2921
 KV2921.Click photographs - Photos may exist for this station.
 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       -   195,473.6     136,228.7     MT  (+/- 3 meters HH1 GPS) 
 KV2921
 KV2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2854093738(NAD 83)
 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
 KV2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2921.See file dsdata.pdf to determine how the superseded data were derived.
 KV2921
 KV2921_MARKER: DV = VERTICAL CONTROL DISK
 KV2921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2921_SP_SET: ABUTMENT
 KV2921_STAMPING: D 78 1978
 KV2921_MARK LOGO: NGS
 KV2921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2921+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2017
 KV2921
 KV2921  HISTORY     - Date     Condition        Report By
 KV2921  HISTORY     - 1978     MONUMENTED       NGS
 KV2921  HISTORY     - 20031122 GOOD             USPSQD
 KV2921  HISTORY     - 20171127 GOOD             NJGS
 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.
 KV2921
 KV2921                          STATION RECOVERY (2017)
 KV2921
 KV2921'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JAR)
 KV2921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2320 ***********************************************************************
 JU2320  DESIGNATION -  D 79
 JU2320  PID         -  JU2320
 JU2320  STATE/COUNTY-  NJ/CAPE MAY
 JU2320  COUNTRY     -  US
 JU2320  USGS QUAD   -  WOODBINE (2019)
 JU2320
 JU2320                         *CURRENT SURVEY CONTROL
 JU2320  ______________________________________________________________________
 JU2320* NAD 83(1986) POSITION- 39 12 22.     (N) 074 51 54.     (W)   SCALED
 JU2320* NAVD 88 ORTHO HEIGHT -     3.331 (meters)       10.93  (feet) ADJUSTED
 JU2320  ______________________________________________________________________
 JU2320  GEOID HEIGHT    -        -34.687 (meters)                     GEOID18
 JU2320  DYNAMIC HEIGHT  -          3.330 (meters)       10.93  (feet) COMP
 JU2320  MODELED GRAVITY -    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 map and have
 JU2320.an estimated accuracy of +/- 6 seconds.
 JU2320
 JU2320.The orthometric height was determined by differential leveling and
 JU2320.adjusted by the NATIONAL GEODETIC SURVEY
 JU2320.in June 1991.
 JU2320
 JU2320.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2320.GEOID18 height accuracy estimate available here.
 JU2320
 JU2320.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ116396(NAD 83)
 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
 JU2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2320.See file dsdata.pdf to determine how the superseded data were derived.
 JU2320
 JU2320_MARKER: DB = BENCH MARK DISK
 JU2320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20070918 MARK NOT FOUND   UE
 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.
 JU2320
 JU2320                          STATION RECOVERY (2007)
 JU2320
 JU2320'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2320'THE ENTIRE AREA HAD BEEN RECONSTRUCTED. NOW A T-INTERSECTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0114 ***********************************************************************
 JU0114  DESIGNATION -  D 8
 JU0114  PID         -  JU0114
 JU0114  STATE/COUNTY-  NJ/BURLINGTON
 JU0114  COUNTRY     -  US
 JU0114  USGS QUAD   -  NEW GRETNA (2019)
 JU0114
 JU0114                         *CURRENT SURVEY CONTROL
 JU0114  ______________________________________________________________________
 JU0114* NAD 83(1986) POSITION- 39 35 30.03   (N) 074 27 21.54   (W)   HD_HELD1
 JU0114* NAVD 88 ORTHO HEIGHT -     4.792 (meters)       15.72  (feet) ADJUSTED
 JU0114  ______________________________________________________________________
 JU0114  GEOID HEIGHT    -        -33.425 (meters)                     GEOID18
 JU0114  DYNAMIC HEIGHT  -          4.790 (meters)       15.72  (feet) COMP
 JU0114  MODELED GRAVITY -    980,155.1   (mgal)                       NAVD 88
 JU0114
 JU0114  VERT ORDER      -  FIRST     CLASS I
 JU0114
 JU0114.The horizontal coordinates were determined by differentially corrected
 JU0114.hand held GPS observations or other comparable positioning techniques
 JU0114.and have an estimated accuracy of +/- 3 meters.
 JU0114
 JU0114.The orthometric height was determined by differential leveling and
 JU0114.adjusted by the NATIONAL GEODETIC SURVEY
 JU0114.in June 1991.
 JU0114
 JU0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0114.GEOID18 height accuracy estimate available here.
 JU0114
 JU0114.Click photographs - Photos may exist for this station.
 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       -    84,183.3     153,780.7     MT  (+/- 3 meters HH1 GPS) 
 JU0114
 JU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4671282580(NAD 83)
 JU0114
 JU0114                          SUPERSEDED SURVEY CONTROL
 JU0114
 JU0114  NGVD 29 (04/16/92)    5.178  (m)           16.99   (f) ADJUSTED    1 1
 JU0114  NGVD 29 (01/10/92)    5.178  (m)           16.99   (f) SUPERSEDED  1 1
 JU0114  NGVD 29 (??/??/87)    5.178  (m)           16.99   (f) SUPERSEDED  1 1
 JU0114
 JU0114.Superseded values are not recommended for survey control.
 JU0114
 JU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0114.See file dsdata.pdf to determine how the superseded data were derived.
 JU0114
 JU0114_MARKER: DB = BENCH MARK DISK
 JU0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0114_STAMPING: 16.988 D 8 1930
 JU0114_MARK LOGO: CGS
 JU0114_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 JU2425 ***********************************************************************
 JU2425  DESIGNATION -  D 80
 JU2425  PID         -  JU2425
 JU2425  STATE/COUNTY-  NJ/ATLANTIC
 JU2425  COUNTRY     -  US
 JU2425  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2425
 JU2425                         *CURRENT SURVEY CONTROL
 JU2425  ______________________________________________________________________
 JU2425* NAD 83(1986) POSITION- 39 24 34.68   (N) 074 30 30.43   (W)   HD_HELD1
 JU2425* NAVD 88 ORTHO HEIGHT -     3.030 (meters)        9.94  (feet) ADJUSTED
 JU2425  ______________________________________________________________________
 JU2425  GEOID HEIGHT    -        -34.115 (meters)                     GEOID18
 JU2425  DYNAMIC HEIGHT  -          3.029 (meters)        9.94  (feet) COMP
 JU2425  MODELED GRAVITY -    980,117.3   (mgal)                       NAVD 88
 JU2425
 JU2425  VERT ORDER      -  FIRST     CLASS II
 JU2425
 JU2425.The horizontal coordinates were determined by differentially corrected
 JU2425.hand held GPS observations or other comparable positioning techniques
 JU2425.and have an estimated accuracy of +/- 3 meters.
 JU2425
 JU2425.The orthometric height was determined by differential leveling and
 JU2425.adjusted by the NATIONAL GEODETIC SURVEY
 JU2425.in June 1991.
 JU2425
 JU2425.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2425.GEOID18 height accuracy estimate available here.
 JU2425
 JU2425.Click photographs - Photos may exist for this station.
 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       -    63,973.2     149,272.1     MT  (+/- 3 meters HH1 GPS) 
 JU2425
 JU2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4231762350(NAD 83)
 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
 JU2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2425.See file dsdata.pdf to determine how the superseded data were derived.
 JU2425
 JU2425_MARKER: DV = VERTICAL CONTROL DISK
 JU2425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2425_STAMPING: D 80 1979
 JU2425_MARK LOGO: NGS
 JU2425_PROJECTION: RECESSED 5 CENTIMETERS
 JU2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2425+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2017
 JU2425_ROD/PIPE-DEPTH: 10.7 meters
 JU2425
 JU2425  HISTORY     - Date     Condition        Report By
 JU2425  HISTORY     - 1979     MONUMENTED       NGS
 JU2425  HISTORY     - 20170322 GOOD             NJGS
 JU2425  HISTORY     - 20170625 GOOD             NJGS
 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.
 JU2425
 JU2425                          STATION RECOVERY (2017)
 JU2425
 JU2425'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MI)
 JU2425'RECOVERED IN GOOD CONDITION.
 JU2425
 JU2425                          STATION RECOVERY (2017)
 JU2425
 JU2425'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU2425'RECOVERED IN GOOD CONDITION.
 JU2425'
 JU2425'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHWEST OF
 JU2425'ATLANTIC CITY, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF OCEANVILLE AND 1.6
 JU2425'MI (2.6 KM) NORTH-NORTHEAST OF PLEASANTVILLE.
 JU2425'
 JU2425'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND NEW JERSEY STATE
 JU2425'ROUTE 157 (SHORE ROAD) GO 1.05 MI (1.69 KM) SOUTH-SOUTHWEST ON NEW
 JU2425'JERSEY STATE ROUTE 157 TO THE ENTRANCE DRIVEWAY TO THE ATLANTIC COUNTY
 JU2425'WATER DEPARTMENT.  TURN RIGHT AND GO 0.05 MI (0.08 KM) NORTHWEST ALONG
 JU2425'THE DRIVE TO THE MARK ON THE LEFT.
 JU2425'
 JU2425'THE STATION IS 2 FT (0.6 M) NORTHEAST OF AN OBSERVATION WELL OF
 JU2425'U.S.G.S. UNDER MAJOR POWER LINES, 1.5 FT (0.5 M) NORTHWEST OF A
 JU2425'WITNESS POST, 140 FT (42.7 M) SOUTHEAST OF POLE NUMBER 44127 AND 118
 JU2425'FT (36.0 M) SOUTH OF THE SOUTH CORNER OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1173 ***********************************************************************
 HU1173  DESIGNATION -  D 81
 HU1173  PID         -  HU1173
 HU1173  STATE/COUNTY-  NJ/CAPE MAY
 HU1173  COUNTRY     -  US
 HU1173  USGS QUAD   -  CAPE MAY (2019)
 HU1173
 HU1173                         *CURRENT SURVEY CONTROL
 HU1173  ______________________________________________________________________
 HU1173* NAD 83(1986) POSITION- 38 59 08.74   (N) 074 54 08.37   (W)   HD_HELD1
 HU1173* NAVD 88 ORTHO HEIGHT -     5.029 (meters)       16.50  (feet) ADJUSTED
 HU1173  ______________________________________________________________________
 HU1173  GEOID HEIGHT    -        -35.418 (meters)                     GEOID18
 HU1173  DYNAMIC HEIGHT  -          5.026 (meters)       16.49  (feet) COMP
 HU1173  MODELED GRAVITY -    980,052.3   (mgal)                       NAVD 88
 HU1173
 HU1173  VERT ORDER      -  FIRST     CLASS II
 HU1173
 HU1173.The horizontal coordinates were determined by differentially corrected
 HU1173.hand held GPS observations or other comparable positioning techniques
 HU1173.and have an estimated accuracy of +/- 3 meters.
 HU1173
 HU1173.The orthometric height was determined by differential leveling and
 HU1173.adjusted by the NATIONAL GEODETIC SURVEY
 HU1173.in June 1991.
 HU1173
 HU1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1173.GEOID18 height accuracy estimate available here.
 HU1173
 HU1173.Click photographs - Photos may exist for this station.
 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       -    16,996.9     115,144.5     MT  (+/- 3 meters HH1 GPS) 
 HU1173
 HU1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0845915201(NAD 83)
 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
 HU1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1173.See file dsdata.pdf to determine how the superseded data were derived.
 HU1173
 HU1173_MARKER: DV = VERTICAL CONTROL DISK
 HU1173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20081014 GOOD             GEOCAC
 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.
 HU1173
 HU1173                          STATION RECOVERY (2008)
 HU1173
 HU1173'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2234 ***********************************************************************
 JU2234  DESIGNATION -  D 82
 JU2234  PID         -  JU2234
 JU2234  STATE/COUNTY-  NJ/SALEM
 JU2234  COUNTRY     -  US
 JU2234  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2234
 JU2234                         *CURRENT SURVEY CONTROL
 JU2234  ______________________________________________________________________
 JU2234* NAD 83(1986) POSITION- 39 38 04.7    (N) 075 30 50.6    (W)   HD_HELD2
 JU2234* NAVD 88 ORTHO HEIGHT -     2.673 (meters)        8.77  (feet) ADJUSTED
 JU2234  ______________________________________________________________________
 JU2234  GEOID HEIGHT    -        -33.272 (meters)                     GEOID18
 JU2234  DYNAMIC HEIGHT  -          2.672 (meters)        8.77  (feet) COMP
 JU2234  MODELED GRAVITY -    980,143.7   (mgal)                       NAVD 88
 JU2234
 JU2234  VERT ORDER      -  FIRST     CLASS II
 JU2234
 JU2234.The horizontal coordinates were established by autonomous hand held GPS
 JU2234.observations and have an estimated accuracy of +/- 10 meters.
 JU2234
 JU2234.The orthometric height was determined by differential leveling and
 JU2234.adjusted by the NATIONAL GEODETIC SURVEY
 JU2234.in June 1991.
 JU2234
 JU2234.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2234.GEOID18 height accuracy estimate available here.
 JU2234
 JU2234.Click photographs - Photos may exist for this station.
 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       -    89,443.       62,954.      MT  (+/- 10 meters HH2 GPS)
 JU2234
 JU2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5588787333(NAD 83)
 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
 JU2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2234.See file dsdata.pdf to determine how the superseded data were derived.
 JU2234
 JU2234_MARKER: DV = VERTICAL CONTROL DISK
 JU2234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2234_STAMPING: D 82 1979
 JU2234_MARK LOGO: NGS
 JU2234_PROJECTION: FLUSH
 JU2234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2234+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 JU2234_ROD/PIPE-DEPTH: 9.1 meters
 JU2234
 JU2234  HISTORY     - Date     Condition        Report By
 JU2234  HISTORY     - 1979     MONUMENTED       NGS
 JU2234  HISTORY     - 19961228 GOOD             USPSQD
 JU2234  HISTORY     - 20070605 GOOD             UE
 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.
 JU2234
 JU2234                          STATION RECOVERY (2007)
 JU2234
 JU2234'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2234'THE DISK IS A FEW INCHES BELOW TOP OF PVC SLEEVE AND COVERED WITH
 JU2234'LANDSCAPE COARSE SAND/FINE GRAVEL. TOP OF SLEEVE IS PARTIALLY COVERED
 JU2234'BY CONCRETE SIDEWALK SLAB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4104 ***********************************************************************
 KV4104  DESIGNATION -  D L AND W RR BRIDGE E END STK
 KV4104  PID         -  KV4104
 KV4104  STATE/COUNTY-  NJ/HUDSON
 KV4104  COUNTRY     -  US
 KV4104  USGS QUAD   -  WEEHAWKEN (2016)
 KV4104
 KV4104                         *CURRENT SURVEY CONTROL
 KV4104  ______________________________________________________________________
 KV4104* NAD 83(1996) POSITION- 40 46 31.51582(N) 074 04 54.49429(W)   ADJUSTED
 KV4104  ______________________________________________________________________
 KV4104  GEOID HEIGHT    -        -32.040 (meters)                     GEOID18
 KV4104  LAPLACE CORR    -          6.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4104.GEOID18 height accuracy estimate available here.
 KV4104
 KV4104.Click photographs - Photos may exist for this station.
 KV4104
 KV4104.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4104
 KV4104. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7748314232(NAD 83)
 KV4104
 KV4104                          SUPERSEDED SURVEY CONTROL
 KV4104
 KV4104  NAD 83(1996)-  40 46 31.51573(N)    074 04 54.49440(W) AD(       ) 3
 KV4104  NAD 83(1996)-  40 46 31.51478(N)    074 04 54.49609(W) AD(       ) 3
 KV4104  NAD 83(1992)-  40 46 31.51387(N)    074 04 54.49700(W) AD(       ) 3
 KV4104  NAD 83(1986)-  40 46 31.51680(N)    074 04 54.49615(W) AD(       ) 3
 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
 KV4104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4104.See file dsdata.pdf to determine how the superseded data were derived.
 KV4104
 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 = JULY 24, 2026 22:12:30 EDT
 KV4185 ***********************************************************************
 KV4185  DESIGNATION -  D L AND W RR CHIMNEY
 KV4185  PID         -  KV4185
 KV4185  STATE/COUNTY-  NJ/PASSAIC
 KV4185  COUNTRY     -  US
 KV4185  USGS QUAD   -  ORANGE (2016)
 KV4185
 KV4185                         *CURRENT SURVEY CONTROL
 KV4185  ______________________________________________________________________
 KV4185* NAD 83(1996) POSITION- 40 49 26.42058(N) 074 07 58.25197(W)   ADJUSTED
 KV4185  ______________________________________________________________________
 KV4185  GEOID HEIGHT    -        -32.183 (meters)                     GEOID18
 KV4185  LAPLACE CORR    -          6.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4185.GEOID18 height accuracy estimate available here.
 KV4185
 KV4185.Click photographs - Photos may exist for this station.
 KV4185
 KV4185.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4185
 KV4185. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7312219582(NAD 83)
 KV4185
 KV4185                          SUPERSEDED SURVEY CONTROL
 KV4185
 KV4185  NAD 83(1996)-  40 49 26.42033(N)    074 07 58.25228(W) AD(       ) 3
 KV4185  NAD 83(1986)-  40 49 26.41662(N)    074 07 58.26122(W) AD(       ) 3
 KV4185  NAD 27      -  40 49 26.04000(N)    074 07 59.73100(W) AD(       ) 3
 KV4185  USSD        -  40 49 26.42000(N)    074 07 59.62000(W) AD(       ) 3
 KV4185
 KV4185.Superseded values are not recommended for survey control.
 KV4185
 KV4185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4185.See file dsdata.pdf to determine how the superseded data were derived.
 KV4185
 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 = JULY 24, 2026 22:12:30 EDT
 KV4222 ***********************************************************************
 KV4222  DESIGNATION -  DAM
 KV4222  PID         -  KV4222
 KV4222  STATE/COUNTY-  NJ/BERGEN
 KV4222  COUNTRY     -  US
 KV4222  USGS QUAD   -  PATERSON (2016)
 KV4222
 KV4222                         *CURRENT SURVEY CONTROL
 KV4222  ______________________________________________________________________
 KV4222* NAD 83(1996) POSITION- 40 53 03.41256(N) 074 07 34.06052(W)   ADJUSTED
 KV4222* NAVD 88 ORTHO HEIGHT -    15.    (meters)       49.    (feet) SCALED
 KV4222  ______________________________________________________________________
 KV4222  GEOID HEIGHT    -        -32.138 (meters)                     GEOID18
 KV4222  LAPLACE CORR    -          6.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4222.GEOID18 height accuracy estimate available here.
 KV4222
 KV4222.Click photographs - Photos may exist for this station.
 KV4222
 KV4222.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4222
 KV4222. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000274  x   0.99991221  =   0.99991495
 KV4222!SPC NY L     -   1.00000274  x   0.99999508  =   0.99999782
 KV4222!UTM  18      -   1.00000274  x   0.99966671  =   0.99966944
 KV4222
 KV4222:                Primary Azimuth Mark                     Grid Az
 KV4222:SPC NJ       -  WHITE                                    129 18 00.3
 KV4222:SPC NY L     -  WHITE                                    129 37 38.3
 KV4222:UTM  18      -  WHITE                                    128 58 22.1
 KV4222
 KV4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7362226278(NAD 83)
 KV4222
 KV4222|---------------------------------------------------------------------|
 KV4222| PID    Reference Object                     Distance      Geod. Az  |
 KV4222|                                                           dddmmss.s |
 KV4222| KV3889 WHITE                               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  USSD        -  40 53 03.37400(N)    074 07 35.43300(W) AD(       ) 3
 KV4222
 KV4222.Superseded values are not recommended for survey control.
 KV4222
 KV4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4222.See file dsdata.pdf to determine how the superseded data were derived.
 KV4222
 KV4222_MARKER: DS = TRIANGULATION STATION DISK
 KV4222_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4222_MARK LOGO: CGS
 KV4222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4183 ***********************************************************************
 KV4183  DESIGNATION -  DANCE
 KV4183  PID         -  KV4183
 KV4183  STATE/COUNTY-  NJ/BERGEN
 KV4183  COUNTRY     -  US
 KV4183  USGS QUAD   -  ORANGE (2016)
 KV4183
 KV4183                         *CURRENT SURVEY CONTROL
 KV4183  ______________________________________________________________________
 KV4183* NAD 83(1996) POSITION- 40 48 31.40344(N) 074 08 17.05229(W)   ADJUSTED
 KV4183* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4183  ______________________________________________________________________
 KV4183  GEOID HEIGHT    -        -32.203 (meters)                     GEOID18
 KV4183  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4183.GEOID18 height accuracy estimate available here.
 KV4183
 KV4183.Click photographs - Photos may exist for this station.
 KV4183
 KV4183.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4183
 KV4183. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4183:SPC NJ       -  NORTH ISLAND                             192 40 44.7
 KV4183:SPC NY L     -  NORTH ISLAND                             193 00 21.3
 KV4183:UTM  18      -  NORTH ISLAND                             192 21 08.2
 KV4183
 KV4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7269917881(NAD 83)
 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  USSD        -  40 48 31.42600(N)    074 08 18.41300(W) AD(       ) 3
 KV4183
 KV4183.Superseded values are not recommended for survey control.
 KV4183
 KV4183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4183.See file dsdata.pdf to determine how the superseded data were derived.
 KV4183
 KV4183_MARKER: DS = TRIANGULATION STATION DISK
 KV4183_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4183_MARK LOGO: CGS
 KV4183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4186 ***********************************************************************
 KV4186  DESIGNATION -  DANCE HALL FLAGPOLE
 KV4186  PID         -  KV4186
 KV4186  STATE/COUNTY-  NJ/BERGEN
 KV4186  COUNTRY     -  US
 KV4186  USGS QUAD   -  ORANGE (2016)
 KV4186
 KV4186                         *CURRENT SURVEY CONTROL
 KV4186  ______________________________________________________________________
 KV4186* NAD 83(1996) POSITION- 40 48 31.18402(N) 074 08 17.34304(W)   ADJUSTED
 KV4186  ______________________________________________________________________
 KV4186  GEOID HEIGHT    -        -32.203 (meters)                     GEOID18
 KV4186  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4186.GEOID18 height accuracy estimate available here.
 KV4186
 KV4186.Click photographs - Photos may exist for this station.
 KV4186
 KV4186.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4186
 KV4186. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7269217874(NAD 83)
 KV4186
 KV4186                          SUPERSEDED SURVEY CONTROL
 KV4186
 KV4186  NAD 83(1996)-  40 48 31.18378(N)    074 08 17.34333(W) AD(       ) 3
 KV4186  NAD 83(1986)-  40 48 31.18074(N)    074 08 17.35075(W) AD(       ) 3
 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
 KV4186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4186.See file dsdata.pdf to determine how the superseded data were derived.
 KV4186
 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 = JULY 24, 2026 22:12:30 EDT
 KV5830 ***********************************************************************
 KV5830  DESIGNATION -  DANVILLE 2 RESET
 KV5830  PID         -  KV5830
 KV5830  STATE/COUNTY-  NJ/WARREN
 KV5830  COUNTRY     -  US
 KV5830  USGS QUAD   -  WASHINGTON (2016)
 KV5830
 KV5830                         *CURRENT SURVEY CONTROL
 KV5830  ______________________________________________________________________
 KV5830* NAD 83(1996) POSITION- 40 52 12.05022(N) 074 56 12.82388(W)   ADJUSTED
 KV5830* NAVD 88 ORTHO HEIGHT -   344.    (meters)     1129.    (feet) SCALED
 KV5830  ______________________________________________________________________
 KV5830  GEOID HEIGHT    -        -33.276 (meters)                     GEOID18
 KV5830  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5830.GEOID18 height accuracy estimate available here.
 KV5830
 KV5830.Click photographs - Photos may exist for this station.
 KV5830
 KV5830.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5830
 KV5830. The following values were computed from the NAD 83(1996) position.
 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  =   0.99986799
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0531724329(NAD 83)
 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
 KV5830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5830.See file dsdata.pdf to determine how the superseded data were derived.
 KV5830
 KV5830_MARKER: DS = TRIANGULATION STATION DISK
 KV5830_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3394 ***********************************************************************
 JU3394  DESIGNATION -  DAVIS
 JU3394  PID         -  JU3394
 JU3394  STATE/COUNTY-  NJ/CUMBERLAND
 JU3394  COUNTRY     -  US
 JU3394  USGS QUAD   -  BEN DAVIS POINT (2019)
 JU3394
 JU3394                         *CURRENT SURVEY CONTROL
 JU3394  ______________________________________________________________________
 JU3394* NAD 83(1996) POSITION- 39 17 21.79518(N) 075 17 22.40562(W)   ADJUSTED
 JU3394* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3394  ______________________________________________________________________
 JU3394  GEOID HEIGHT    -        -34.145 (meters)                     GEOID18
 JU3394  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3394.GEOID18 height accuracy estimate available here.
 JU3394
 JU3394.Click photographs - Photos may exist for this station.
 JU3394
 JU3394.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3394
 JU3394. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000525  x   0.99960768  =   0.99961293
 JU3394
 JU3394:                Primary Azimuth Mark                     Grid Az
 JU3394:SPC NJ       -  SHIP JOHN SHOAL LIGHT                    283 45 42.3
 JU3394:UTM  18      -  SHIP JOHN SHOAL LIGHT                    283 26 42.4
 JU3394
 JU3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7502948930(NAD 83)
 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
 JU3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3394.See file dsdata.pdf to determine how the superseded data were derived.
 JU3394
 JU3394_MARKER: DS = TRIANGULATION STATION DISK
 JU3394_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5333 ***********************************************************************
 KV5333  DESIGNATION -  DAYTON HARDWOOD CO HALF TANK
 KV5333  PID         -  KV5333
 KV5333  STATE/COUNTY-  NJ/MIDDLESEX
 KV5333  COUNTRY     -  US
 KV5333  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5333
 KV5333                         *CURRENT SURVEY CONTROL
 KV5333  ______________________________________________________________________
 KV5333* NAD 83(1996) POSITION- 40 26 47.19866(N) 074 18 51.14878(W)   ADJUSTED
 KV5333  ______________________________________________________________________
 KV5333  GEOID HEIGHT    -        -32.530 (meters)                     GEOID18
 KV5333  LAPLACE CORR    -          4.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5333.GEOID18 height accuracy estimate available here.
 KV5333
 KV5333.Click photographs - Photos may exist for this station.
 KV5333
 KV5333.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5333
 KV5333. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5815677535(NAD 83)
 KV5333
 KV5333                          SUPERSEDED SURVEY CONTROL
 KV5333
 KV5333  NAD 83(1996)-  40 26 47.19749(N)    074 18 51.14910(W) AD(       ) 3
 KV5333  NAD 83(1986)-  40 26 47.19865(N)    074 18 51.14773(W) AD(       ) 3
 KV5333  NAD 27      -  40 26 46.81900(N)    074 18 52.62400(W) AD(       ) 3
 KV5333  USSD        -  40 26 47.32400(N)    074 18 52.59400(W) AD(       ) 3
 KV5333
 KV5333.Superseded values are not recommended for survey control.
 KV5333
 KV5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5333.See file dsdata.pdf to determine how the superseded data were derived.
 KV5333
 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 = JULY 24, 2026 22:12:30 EDT
 KU2753 ***********************************************************************
 KU2753  DESIGNATION -  DEAL 1934
 KU2753  PID         -  KU2753
 KU2753  STATE/COUNTY-  NJ/MONMOUTH
 KU2753  COUNTRY     -  US
 KU2753  USGS QUAD   -  ASBURY PARK OE E (2019)
 KU2753
 KU2753                         *CURRENT SURVEY CONTROL
 KU2753  ______________________________________________________________________
 KU2753* NAD 83(1996) POSITION- 40 13 52.72565(N) 073 59 49.69307(W)   ADJUSTED
 KU2753* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2753  ______________________________________________________________________
 KU2753  GEOID HEIGHT    -        -32.831 (meters)                     GEOID18
 KU2753  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2753.GEOID18 height accuracy estimate available here.
 KU2753
 KU2753.Click photographs - Photos may exist for this station.
 KU2753
 KU2753.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2753
 KU2753. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99992253  =   0.99992742
 KU2753!UTM  18      -   1.00000489  x   0.99968960  =   0.99969449
 KU2753
 KU2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8531553913(NAD 83)
 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
 KU2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2753.See file dsdata.pdf to determine how the superseded data were derived.
 KU2753
 KU2753_MARKER: DS = TRIANGULATION STATION DISK
 KU2753_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 KV5043 ***********************************************************************
 KV5043  DESIGNATION -  DEAL INCINERATOR STACK
 KV5043  PID         -  KV5043
 KV5043  STATE/COUNTY-  NJ/MONMOUTH
 KV5043  COUNTRY     -  US
 KV5043  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5043
 KV5043                         *CURRENT SURVEY CONTROL
 KV5043  ______________________________________________________________________
 KV5043* NAD 83(1996) POSITION- 40 15 23.81374(N) 074 00 10.08342(W)   ADJUSTED
 KV5043  ______________________________________________________________________
 KV5043  GEOID HEIGHT    -        -32.778 (meters)                     GEOID18
 KV5043  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5043.GEOID18 height accuracy estimate available here.
 KV5043
 KV5043.Click photographs - Photos may exist for this station.
 KV5043
 KV5043.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5043
 KV5043. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8480156716(NAD 83)
 KV5043
 KV5043                          SUPERSEDED SURVEY CONTROL
 KV5043
 KV5043  NAD 83(1986)-  40 15 23.81304(N)    074 00 10.07930(W) AD(       ) 3
 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
 KV5043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5043.See file dsdata.pdf to determine how the superseded data were derived.
 KV5043
 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 = JULY 24, 2026 22:12:30 EDT
 JU3690 ***********************************************************************
 JU3690  DESIGNATION -  DEEPWATER OPERATING SQUAT TANK
 JU3690  PID         -  JU3690
 JU3690  STATE/COUNTY-  NJ/SALEM
 JU3690  COUNTRY     -  US
 JU3690  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3690
 JU3690                         *CURRENT SURVEY CONTROL
 JU3690  ______________________________________________________________________
 JU3690* NAD 83(1996) POSITION- 39 40 51.81323(N) 075 30 30.37009(W)   ADJUSTED
 JU3690  ______________________________________________________________________
 JU3690  GEOID HEIGHT    -        -33.138 (meters)                     GEOID18
 JU3690  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3690.GEOID18 height accuracy estimate available here.
 JU3690
 JU3690.Click photographs - Photos may exist for this station.
 JU3690
 JU3690.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3690
 JU3690. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,392,482.416   456,398.695   MT  0.99962340   -0 19 28.7
 JU3690
 JU3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5639892482(NAD 83)
 JU3690
 JU3690                          SUPERSEDED SURVEY CONTROL
 JU3690
 JU3690  NAD 83(1991)-  39 40 51.81316(N)    075 30 30.36997(W) AD(       ) 3
 JU3690  NAD 83(1986)-  39 40 51.80692(N)    075 30 30.37552(W) AD(       ) 3
 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
 JU3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3690.See file dsdata.pdf to determine how the superseded data were derived.
 JU3690
 JU3690_MARKER: 51 = TANK
 JU3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3690+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 JU3690
 JU3690  HISTORY     - Date     Condition        Report By
 JU3690  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3690  HISTORY     - 1946     GOOD             CGS
 JU3690  HISTORY     - 1975     GOOD             NGS
 JU3690  HISTORY     - 20070523 GOOD             UE
 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.
 JU3690
 JU3690                          STATION RECOVERY (2007)
 JU3690
 JU3690'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3694 ***********************************************************************
 JU3694  DESIGNATION -  DEEPWATER OPERATING CO S STACK
 JU3694  PID         -  JU3694
 JU3694  STATE/COUNTY-  NJ/SALEM
 JU3694  COUNTRY     -  US
 JU3694  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3694
 JU3694                         *CURRENT SURVEY CONTROL
 JU3694  ______________________________________________________________________
 JU3694* NAD 83(1996) POSITION- 39 40 59.18785(N) 075 30 32.16659(W)   ADJUSTED
 JU3694  ______________________________________________________________________
 JU3694  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 JU3694  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3694.GEOID18 height accuracy estimate available here.
 JU3694
 JU3694.Click photographs - Photos may exist for this station.
 JU3694
 JU3694.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3694
 JU3694. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,392,710.011   456,357.190   MT  0.99962345   -0 19 29.9
 JU3694
 JU3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5635792710(NAD 83)
 JU3694
 JU3694                          SUPERSEDED SURVEY CONTROL
 JU3694
 JU3694  NAD 83(1991)-  39 40 59.18782(N)    075 30 32.16653(W) AD(       ) 3
 JU3694  NAD 83(1986)-  39 40 59.18159(N)    075 30 32.17063(W) AD(       ) 3
 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
 JU3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3694.See file dsdata.pdf to determine how the superseded data were derived.
 JU3694
 JU3694_MARKER: 63 = STACK
 JU3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3694+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2010
 JU3694
 JU3694  HISTORY     - Date     Condition        Report By
 JU3694  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3694  HISTORY     - 1975     GOOD             NGS
 JU3694  HISTORY     - 20070523 GOOD             UE
 JU3694  HISTORY     - 20070929 GOOD             GEOCAC
 JU3694  HISTORY     - 20100924 GOOD             GEOCAC
 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.
 JU3694
 JU3694                          STATION RECOVERY (2007)
 JU3694
 JU3694'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3694'RECOVERED IN GOOD CONDITION.
 JU3694
 JU3694                          STATION RECOVERY (2007)
 JU3694
 JU3694'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3694'RECOVERED IN GOOD CONDITION.
 JU3694
 JU3694                          STATION RECOVERY (2010)
 JU3694
 JU3694'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3695 ***********************************************************************
 JU3695  DESIGNATION -  DEEPWATER OPERATING CO N STACK
 JU3695  PID         -  JU3695
 JU3695  STATE/COUNTY-  NJ/SALEM
 JU3695  COUNTRY     -  US
 JU3695  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3695
 JU3695                         *CURRENT SURVEY CONTROL
 JU3695  ______________________________________________________________________
 JU3695* NAD 83(1996) POSITION- 39 41 01.32133(N) 075 30 31.58945(W)   ADJUSTED
 JU3695  ______________________________________________________________________
 JU3695  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 JU3695  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3695.GEOID18 height accuracy estimate available here.
 JU3695
 JU3695.Click photographs - Photos may exist for this station.
 JU3695
 JU3695.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3695
 JU3695. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,392,775.707   456,371.311   MT  0.99962343   -0 19 29.6
 JU3695
 JU3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5637192775(NAD 83)
 JU3695
 JU3695                          SUPERSEDED SURVEY CONTROL
 JU3695
 JU3695  NAD 83(1991)-  39 41 01.32130(N)    075 30 31.58938(W) AD(       ) 3
 JU3695  NAD 83(1986)-  39 41 01.31509(N)    075 30 31.59349(W) AD(       ) 3
 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
 JU3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3695.See file dsdata.pdf to determine how the superseded data were derived.
 JU3695
 JU3695_MARKER: 63 = STACK
 JU3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3695+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2010
 JU3695
 JU3695  HISTORY     - Date     Condition        Report By
 JU3695  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3695  HISTORY     - 1946     GOOD             CGS
 JU3695  HISTORY     - 1975     GOOD             NGS
 JU3695  HISTORY     - 20070523 GOOD             UE
 JU3695  HISTORY     - 20070929 GOOD             GEOCAC
 JU3695  HISTORY     - 20100924 GOOD             GEOCAC
 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.
 JU3695
 JU3695                          STATION RECOVERY (2007)
 JU3695
 JU3695'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3695'RECOVERED IN GOOD CONDITION.
 JU3695
 JU3695                          STATION RECOVERY (2007)
 JU3695
 JU3695'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3695'RECOVERED IN GOOD CONDITION.
 JU3695
 JU3695                          STATION RECOVERY (2010)
 JU3695
 JU3695'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3259 ***********************************************************************
 JU3259  DESIGNATION -  DEEPWATER POINT REAR RANGE
 JU3259  PID         -  JU3259
 JU3259  STATE/COUNTY-  NJ/SALEM
 JU3259  COUNTRY     -  US
 JU3259  USGS QUAD   -  PENNS GROVE (2019)
 JU3259
 JU3259                         *CURRENT SURVEY CONTROL
 JU3259  ______________________________________________________________________
 JU3259* NAD 83(1996) POSITION- 39 41 59.48553(N) 075 29 36.91920(W)   ADJUSTED
 JU3259  ______________________________________________________________________
 JU3259  GEOID HEIGHT    -        -33.102 (meters)                     GEOID18
 JU3259  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3259.GEOID18 height accuracy estimate available here.
 JU3259
 JU3259.Click photographs - Photos may exist for this station.
 JU3259
 JU3259.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3259
 JU3259. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,394,561.588   457,683.435   MT  0.99962205   -0 18 55.1
 JU3259
 JU3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5768394561(NAD 83)
 JU3259
 JU3259                          SUPERSEDED SURVEY CONTROL
 JU3259
 JU3259  NAD 83(1991)-  39 41 59.48524(N)    075 29 36.91910(W) AD(       ) 3
 JU3259  NAD 83(1986)-  39 41 59.48009(N)    075 29 36.92403(W) AD(       ) 3
 JU3259  NAD 27      -  39 41 59.06700(N)    075 29 38.21200(W) AD(       ) 3
 JU3259  USSD        -  39 41 59.46000(N)    075 29 38.07000(W) AD(       ) 3
 JU3259
 JU3259.Superseded values are not recommended for survey control.
 JU3259
 JU3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3259.See file dsdata.pdf to determine how the superseded data were derived.
 JU3259
 JU3259_MARKER: 15 = RANGE MARKER
 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 = JULY 24, 2026 22:12:30 EDT
 JU3032 ***********************************************************************
 JU3032  DESIGNATION -  DELAIR KIECKHEFER CONTAIN STK
 JU3032  PID         -  JU3032
 JU3032  STATE/COUNTY-  NJ/CAMDEN
 JU3032  COUNTRY     -  US
 JU3032  USGS QUAD   -  CAMDEN (2019)
 JU3032
 JU3032                         *CURRENT SURVEY CONTROL
 JU3032  ______________________________________________________________________
 JU3032* NAD 83(1996) POSITION- 39 58 38.21909(N) 075 03 54.95309(W)   ADJUSTED
 JU3032  ______________________________________________________________________
 JU3032  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 JU3032  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3032.GEOID18 height accuracy estimate available here.
 JU3032
 JU3032.Click photographs - Photos may exist for this station.
 JU3032
 JU3032.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3032
 JU3032. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9442725237(NAD 83)
 JU3032
 JU3032                          SUPERSEDED SURVEY CONTROL
 JU3032
 JU3032  NAD 83(1991)-  39 58 38.21637(N)    075 03 54.95607(W) AD(       ) 3
 JU3032  NAD 83(1986)-  39 58 38.21413(N)    075 03 54.95972(W) AD(       ) 3
 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
 JU3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3032.See file dsdata.pdf to determine how the superseded data were derived.
 JU3032
 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 = JULY 24, 2026 22:12:30 EDT
 KV5737 ***********************************************************************
 KV5737  DESIGNATION -  DELANCO DOBBINS MEM METH CH
 KV5737  PID         -  KV5737
 KV5737  STATE/COUNTY-  NJ/BURLINGTON
 KV5737  COUNTRY     -  US
 KV5737  USGS QUAD   -  BEVERLY (2016)
 KV5737
 KV5737                         *CURRENT SURVEY CONTROL
 KV5737  ______________________________________________________________________
 KV5737* NAD 83(1996) POSITION- 40 02 58.31530(N) 074 57 23.90142(W)   ADJUSTED
 KV5737  ______________________________________________________________________
 KV5737  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 KV5737  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5737.GEOID18 height accuracy estimate available here.
 KV5737
 KV5737.Click photographs - Photos may exist for this station.
 KV5737
 KV5737.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5737
 KV5737. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0369833255(NAD 83)
 KV5737
 KV5737                          SUPERSEDED SURVEY CONTROL
 KV5737
 KV5737  NAD 83(1986)-  40 02 58.31382(N)    074 57 23.90287(W) AD(       ) 3
 KV5737  NAD 27      -  40 02 57.91000(N)    074 57 25.29000(W) AD(       ) 3
 KV5737  USSD        -  40 02 58.11000(N)    074 57 25.15000(W) AD(       ) 3
 KV5737
 KV5737.Superseded values are not recommended for survey control.
 KV5737
 KV5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5737.See file dsdata.pdf to determine how the superseded data were derived.
 KV5737
 KV5737_MARKER: 90 = CHURCH SPIRE
 KV5737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5737+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2007
 KV5737
 KV5737  HISTORY     - Date     Condition        Report By
 KV5737  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5737  HISTORY     - 1947     GOOD             CGS
 KV5737  HISTORY     - 19940710 GOOD             USPSQD
 KV5737  HISTORY     - 20070310 GOOD             UE
 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.
 KV5737
 KV5737                          STATION RECOVERY (2007)
 KV5737
 KV5737'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4210 ***********************************************************************
 KV4210  DESIGNATION -  DELAWANNA GIVAUDAN DELAWA TANK
 KV4210  PID         -  KV4210
 KV4210  STATE/COUNTY-  NJ/PASSAIC
 KV4210  COUNTRY     -  US
 KV4210  USGS QUAD   -  ORANGE (2016)
 KV4210
 KV4210                         *CURRENT SURVEY CONTROL
 KV4210  ______________________________________________________________________
 KV4210* NAD 83(1996) POSITION- 40 49 48.83391(N) 074 07 49.13344(W)   ADJUSTED
 KV4210  ______________________________________________________________________
 KV4210  GEOID HEIGHT    -        -32.173 (meters)                     GEOID18
 KV4210  LAPLACE CORR    -          6.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4210.GEOID18 height accuracy estimate available here.
 KV4210
 KV4210.Click photographs - Photos may exist for this station.
 KV4210
 KV4210.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4210
 KV4210. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7332920275(NAD 83)
 KV4210
 KV4210                          SUPERSEDED SURVEY CONTROL
 KV4210
 KV4210  NAD 83(1996)-  40 49 48.83354(N)    074 07 49.13355(W) AD(       ) 3
 KV4210  NAD 83(1986)-  40 49 48.82911(N)    074 07 49.14017(W) AD(       ) 3
 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
 KV4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4210.See file dsdata.pdf to determine how the superseded data were derived.
 KV4210
 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 = JULY 24, 2026 22:12:30 EDT
 KV4211 ***********************************************************************
 KV4211  DESIGNATION -  DELAWANNA GIVAUDAN DELAWA CHIM
 KV4211  PID         -  KV4211
 KV4211  STATE/COUNTY-  NJ/PASSAIC
 KV4211  COUNTRY     -  US
 KV4211  USGS QUAD   -  ORANGE (2016)
 KV4211
 KV4211                         *CURRENT SURVEY CONTROL
 KV4211  ______________________________________________________________________
 KV4211* NAD 83(1996) POSITION- 40 49 48.06661(N) 074 07 49.30822(W)   ADJUSTED
 KV4211  ______________________________________________________________________
 KV4211  GEOID HEIGHT    -        -32.174 (meters)                     GEOID18
 KV4211  LAPLACE CORR    -          6.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4211.GEOID18 height accuracy estimate available here.
 KV4211
 KV4211.Click photographs - Photos may exist for this station.
 KV4211
 KV4211.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4211
 KV4211. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7332520251(NAD 83)
 KV4211
 KV4211                          SUPERSEDED SURVEY CONTROL
 KV4211
 KV4211  NAD 83(1996)-  40 49 48.06624(N)    074 07 49.30833(W) AD(       ) 3
 KV4211  NAD 83(1986)-  40 49 48.06180(N)    074 07 49.31496(W) AD(       ) 3
 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
 KV4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4211.See file dsdata.pdf to determine how the superseded data were derived.
 KV4211
 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 = JULY 24, 2026 22:12:30 EDT
 KV4207 ***********************************************************************
 KV4207  DESIGNATION -  DELAWANNA GOODLATTE OILCL TANK
 KV4207  PID         -  KV4207
 KV4207  STATE/COUNTY-  NJ/PASSAIC
 KV4207  COUNTRY     -  US
 KV4207  USGS QUAD   -  ORANGE (2016)
 KV4207
 KV4207                         *CURRENT SURVEY CONTROL
 KV4207  ______________________________________________________________________
 KV4207* NAD 83(1996) POSITION- 40 49 58.30526(N) 074 07 49.90824(W)   ADJUSTED
 KV4207  ______________________________________________________________________
 KV4207  GEOID HEIGHT    -        -32.173 (meters)                     GEOID18
 KV4207  LAPLACE CORR    -          6.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4207.GEOID18 height accuracy estimate available here.
 KV4207
 KV4207.Click photographs - Photos may exist for this station.
 KV4207
 KV4207.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4207
 KV4207. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7330820567(NAD 83)
 KV4207
 KV4207                          SUPERSEDED SURVEY CONTROL
 KV4207
 KV4207  NAD 83(1996)-  40 49 58.30493(N)    074 07 49.90833(W) AD(       ) 3
 KV4207  NAD 83(1986)-  40 49 58.30029(N)    074 07 49.91666(W) AD(       ) 3
 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
 KV4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4207.See file dsdata.pdf to determine how the superseded data were derived.
 KV4207
 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 = JULY 24, 2026 22:12:30 EDT
 KV4209 ***********************************************************************
 KV4209  DESIGNATION -  DELAWANNA GOODLATTE OILCL CHIM
 KV4209  PID         -  KV4209
 KV4209  STATE/COUNTY-  NJ/PASSAIC
 KV4209  COUNTRY     -  US
 KV4209  USGS QUAD   -  ORANGE (2016)
 KV4209
 KV4209                         *CURRENT SURVEY CONTROL
 KV4209  ______________________________________________________________________
 KV4209* NAD 83(1996) POSITION- 40 49 57.18884(N) 074 07 48.48814(W)   ADJUSTED
 KV4209  ______________________________________________________________________
 KV4209  GEOID HEIGHT    -        -32.172 (meters)                     GEOID18
 KV4209  LAPLACE CORR    -          6.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4209.GEOID18 height accuracy estimate available here.
 KV4209
 KV4209.Click photographs - Photos may exist for this station.
 KV4209
 KV4209.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4209
 KV4209. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7334220533(NAD 83)
 KV4209
 KV4209                          SUPERSEDED SURVEY CONTROL
 KV4209
 KV4209  NAD 83(1996)-  40 49 57.18849(N)    074 07 48.48823(W) AD(       ) 3
 KV4209  NAD 83(1986)-  40 49 57.18438(N)    074 07 48.49484(W) AD(       ) 3
 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
 KV4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4209.See file dsdata.pdf to determine how the superseded data were derived.
 KV4209
 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 = JULY 24, 2026 22:12:30 EDT
 KV3557 ***********************************************************************
 KV3557  DESIGNATION -  DELAWARE
 KV3557  PID         -  KV3557
 KV3557  STATE/COUNTY-  NJ/WARREN
 KV3557  COUNTRY     -  US
 KV3557  USGS QUAD   -  PORTLAND (2019)
 KV3557
 KV3557                         *CURRENT SURVEY CONTROL
 KV3557  ______________________________________________________________________
 KV3557* NAD 83(1996) POSITION- 40 54 01.53177(N) 075 03 11.49363(W)   ADJUSTED
 KV3557* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 KV3557  ______________________________________________________________________
 KV3557  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 KV3557  LAPLACE CORR    -          3.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3557.GEOID18 height accuracy estimate available here.
 KV3557
 KV3557.Click photographs - Photos may exist for this station.
 KV3557
 KV3557.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3557
 KV3557. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 N     -   0.99997107  x   0.99999729  =   0.99996836
 KV3557!SPC PA S     -   0.99997107  x   0.99999026  =   0.99996133
 KV3557!UTM  18      -   0.99997107  x   0.99960025  =   0.99957133
 KV3557
 KV3557:                Primary Azimuth Mark                     Grid Az
 KV3557:SPC NJ       -  DELAWARE AZ MK                           144 20 00.3
 KV3557:SPC PA N     -  DELAWARE AZ MK                           142 11 13.8
 KV3557:SPC PA S     -  DELAWARE AZ MK                           142 13 17.6
 KV3557:UTM  18      -  DELAWARE AZ MK                           144 00 21.8
 KV3557
 KV3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9551927704(NAD 83)
 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
 KV3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3557.See file dsdata.pdf to determine how the superseded data were derived.
 KV3557
 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 = JULY 24, 2026 22:12:30 EDT
 JU3330 ***********************************************************************
 JU3330  DESIGNATION -  DELAWARE ORD DEPOT SQUAT TANK
 JU3330  PID         -  JU3330
 JU3330  STATE/COUNTY-  NJ/SALEM
 JU3330  COUNTRY     -  US
 JU3330  USGS QUAD   -  MARCUS HOOK (2019)
 JU3330
 JU3330                         *CURRENT SURVEY CONTROL
 JU3330  ______________________________________________________________________
 JU3330* NAD 83(1996) POSITION- 39 45 00.50866(N) 075 26 56.57441(W)   ADJUSTED
 JU3330  ______________________________________________________________________
 JU3330  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 JU3330  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3330.GEOID18 height accuracy estimate available here.
 JU3330
 JU3330.Click photographs - Photos may exist for this station.
 JU3330
 JU3330.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3330
 JU3330. The following values were computed from the NAD 83(1996) position.
 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 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6152900122(NAD 83)
 JU3330
 JU3330                          SUPERSEDED SURVEY CONTROL
 JU3330
 JU3330  NAD 83(1991)-  39 45 00.50864(N)    075 26 56.57426(W) AD(       ) 3
 JU3330  NAD 83(1986)-  39 45 00.50443(N)    075 26 56.57736(W) AD(       ) 3
 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
 JU3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3330.See file dsdata.pdf to determine how the superseded data were derived.
 JU3330
 JU3330_MARKER: 51 = TANK
 JU3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3330+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 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  HISTORY     - 20070808 GOOD             UE
 JU3330  HISTORY     - 20100925 GOOD             GEOCAC
 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.
 JU3330
 JU3330                          STATION RECOVERY (2007)
 JU3330
 JU3330'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3330'RECOVERED IN GOOD CONDITION.
 JU3330
 JU3330                          STATION RECOVERY (2010)
 JU3330
 JU3330'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0776 ***********************************************************************
 LY0776  DESIGNATION -  DELENOY
 LY0776  PID         -  LY0776
 LY0776  STATE/COUNTY-  NJ/SUSSEX
 LY0776  COUNTRY     -  US
 LY0776  USGS QUAD   -  NEWTON WEST (2019)
 LY0776
 LY0776                         *CURRENT SURVEY CONTROL
 LY0776  ______________________________________________________________________
 LY0776* NAD 83(1996) POSITION- 41 07 02.79986(N) 074 48 00.19095(W)   ADJUSTED
 LY0776* NAVD 88 ORTHO HEIGHT -   319.908 (meters)     1049.56  (feet) ADJUSTED
 LY0776  ______________________________________________________________________
 LY0776  GEOID HEIGHT    -        -32.695 (meters)                     GEOID18
 LY0776  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 LY0776  DYNAMIC HEIGHT  -        319.769 (meters)     1049.11  (feet) COMP
 LY0776  MODELED GRAVITY -    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 and
 LY0776.adjusted by the NATIONAL GEODETIC SURVEY
 LY0776.in June 1991.
 LY0776
 LY0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0776.GEOID18 height accuracy estimate available here.
 LY0776
 LY0776.Click photographs - Photos may exist for this station.
 LY0776
 LY0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -  DELENOY AZ MK                            115 55 52.3
 LY0776:SPC PA N     -  DELENOY AZ MK                            113 46 56.6
 LY0776:UTM  18      -  DELENOY AZ MK                            115 36 08.6
 LY0776
 LY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1678551813(NAD 83)
 LY0776
 LY0776|---------------------------------------------------------------------|
 LY0776| PID    Reference Object                     Distance      Geod. Az  |
 LY0776|                                                           dddmmss.s |
 LY0776| LY2624 BRANCHVILLE NORMANOCK LOT           APPROX. 8.3 KM 0194744.8 |
 LY0776| LY2899 DELENOY AZ MK                       APPROX. 2.3 KM 1154402.0 |
 LY0776| LY2629 NEWTON PRESBYTERIAN CH SPIRE        APPROX. 7.7 KM 1501043.7 |
 LY0776| LY2628 NEWTON MUNICIPAL TANK               APPROX. 7.5 KM 1561312.6 |
 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  NGVD 29             320.10   (m)         1050.2    (f) LEVELING    3  
 LY0776
 LY0776.Superseded values are not recommended for survey control.
 LY0776
 LY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0776.See file dsdata.pdf to determine how the superseded data were derived.
 LY0776
 LY0776_MARKER: DS = TRIANGULATION STATION DISK
 LY0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 LY2899 ***********************************************************************
 LY2899  DESIGNATION -  DELENOY AZ MK
 LY2899  PID         -  LY2899
 LY2899  STATE/COUNTY-  NJ/SUSSEX
 LY2899  COUNTRY     -  US
 LY2899  USGS QUAD   -  NEWTON WEST (2019)
 LY2899
 LY2899                         *CURRENT SURVEY CONTROL
 LY2899  ______________________________________________________________________
 LY2899* NAD 83(2011) POSITION- 41 06 30.36282(N) 074 46 31.24014(W)   ADJUSTED
 LY2899* NAD 83(2011) ELLIP HT-   138.047 (meters)        (06/27/12)   ADJUSTED
 LY2899* NAD 83(2011) EPOCH   -  2010.00
 LY2899* NAVD 88 ORTHO HEIGHT -   170.7   (meters)      560.    (feet) GPS OBS
 LY2899  ______________________________________________________________________
 LY2899  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2899  GEOID HEIGHT    -        -32.960 (meters)                     GEOID90
 LY2899  GEOID HEIGHT    -        -32.713 (meters)                     GEOID18
 LY2899  NAD 83(2011) X  -  1,263,858.897 (meters)                     COMP
 LY2899  NAD 83(2011) Y  - -4,643,874.514 (meters)                     COMP
 LY2899  NAD 83(2011) Z  -  4,171,594.806 (meters)                     COMP
 LY2899  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 LY2899
 LY2899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2899  Standards:
 LY2899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2899  -------------------------------------------------------------------
 LY2899  NETWORK    0.57   1.22           0.26   0.20   0.62      0.08031813
 LY2899  -------------------------------------------------------------------
 LY2899  Click here for local accuracies and other accuracy information.
 LY2899
 LY2899.The horizontal coordinates were established by GPS observations
 LY2899.and adjusted by the National Geodetic Survey in June 2012.
 LY2899
 LY2899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2899.been affixed to the stable North American tectonic plate. See 
 LY2899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2899
 LY2899.The horizontal coordinates are valid at the epoch date displayed above
 LY2899.which is a decimal equivalence of Year/Month/Day.
 LY2899
 LY2899.The orthometric height was determined by GPS observations and a
 LY2899.high-resolution geoid model.
 LY2899
 LY2899.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2899.GEOID18 height accuracy estimate available here.
 LY2899
 LY2899.Click photographs - Photos may exist for this station.
 LY2899
 LY2899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2899
 LY2899.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2899
 LY2899.The ellipsoidal height was determined by GPS observations
 LY2899.and is referenced to NAD 83.
 LY2899
 LY2899. The following values were computed from the NAD 83(2011) position.
 LY2899
 LY2899;                    North         East     Units Scale Factor Converg.
 LY2899;SPC NJ       -   252,625.041   126,874.149   MT  0.99990658   -0 10 51.7
 LY2899;SPC NJ       -   828,820.66    416,252.94   sFT  0.99990658   -0 10 51.7
 LY2899;UTM  18      - 4,550,818.705   518,862.881   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1886250818(NAD 83)
 LY2899
 LY2899                          SUPERSEDED SURVEY CONTROL
 LY2899
 LY2899  NAD 83(2007)-  41 06 30.36304(N)    074 46 31.24106(W) AD(2002.00) 0
 LY2899  ELLIP H (02/10/07)  138.058  (m)                       GP(2002.00)    
 LY2899  ELLIP H (10/23/02)  138.043  (m)                       GP(       ) 4 1
 LY2899  NAD 83(1996)-  41 06 30.36307(N)    074 46 31.24106(W) AD(       ) 1
 LY2899  ELLIP H (05/14/99)  138.049  (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
 LY2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2899.See file dsdata.pdf to determine how the superseded data were derived.
 LY2899
 LY2899_MARKER: DZ = AZIMUTH MARK DISK
 LY2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2899_STAMPING: DELENOY 1942
 LY2899_MARK LOGO: CGS
 LY2899_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 LY0777 ***********************************************************************
 LY0777  DESIGNATION -  DELENOY RM 1
 LY0777  PID         -  LY0777
 LY0777  STATE/COUNTY-  NJ/SUSSEX
 LY0777  COUNTRY     -  US
 LY0777  USGS QUAD   -  NEWTON WEST (2019)
 LY0777
 LY0777                         *CURRENT SURVEY CONTROL
 LY0777  ______________________________________________________________________
 LY0777* NAD 83(1986) POSITION- 41 07 02.32   (N) 074 48 00.00   (W)   HD_HELD1
 LY0777* NAVD 88 ORTHO HEIGHT -   319.491 (meters)     1048.20  (feet) ADJUSTED
 LY0777  ______________________________________________________________________
 LY0777  GEOID HEIGHT    -        -32.696 (meters)                     GEOID18
 LY0777  DYNAMIC HEIGHT  -        319.352 (meters)     1047.74  (feet) COMP
 LY0777  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 LY0777
 LY0777  VERT ORDER      -  SECOND    CLASS 0
 LY0777
 LY0777.The horizontal coordinates were determined by differentially corrected
 LY0777.hand held GPS observations or other comparable positioning techniques
 LY0777.and have an estimated accuracy of +/- 3 meters.
 LY0777
 LY0777.The orthometric height was determined by differential leveling and
 LY0777.adjusted by the NATIONAL GEODETIC SURVEY
 LY0777.in June 1991.
 LY0777
 LY0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0777.GEOID18 height accuracy estimate available here.
 LY0777
 LY0777.Click photographs - Photos may exist for this station.
 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       -   253,617.6     124,806.8     MT  (+/- 3 meters HH1 GPS) 
 LY0777
 LY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1679051799(NAD 83)
 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
 LY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0777.See file dsdata.pdf to determine how the superseded data were derived.
 LY0777
 LY0777_MARKER: DR = REFERENCE MARK DISK
 LY0777_SETTING: 80 = SET IN A BOULDER
 LY0777_STAMPING: DELENOY NO 1 1942
 LY0777_MARK LOGO: CGS
 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  HISTORY     - 20210211 MARK NOT FOUND   NJGS
 LY0777
 LY0777                          STATION DESCRIPTION
 LY0777
 LY0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 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.
 LY0777
 LY0777                          STATION RECOVERY (2021)
 LY0777
 LY0777'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY0777'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0778 ***********************************************************************
 LY0778  DESIGNATION -  DELENOY RM 2
 LY0778  PID         -  LY0778
 LY0778  STATE/COUNTY-  NJ/SUSSEX
 LY0778  COUNTRY     -  US
 LY0778  USGS QUAD   -  NEWTON WEST (2019)
 LY0778
 LY0778                         *CURRENT SURVEY CONTROL
 LY0778  ______________________________________________________________________
 LY0778* NAD 83(1986) POSITION- 41 07 02.58   (N) 074 48 00.68   (W)   HD_HELD1
 LY0778* NAVD 88 ORTHO HEIGHT -   319.877 (meters)     1049.46  (feet) ADJUSTED
 LY0778  ______________________________________________________________________
 LY0778  GEOID HEIGHT    -        -32.695 (meters)                     GEOID18
 LY0778  DYNAMIC HEIGHT  -        319.738 (meters)     1049.01  (feet) COMP
 LY0778  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 LY0778
 LY0778  VERT ORDER      -  SECOND    CLASS 0
 LY0778
 LY0778.The horizontal coordinates were determined by differentially corrected
 LY0778.hand held GPS observations or other comparable positioning techniques
 LY0778.and have an estimated accuracy of +/- 3 meters.
 LY0778
 LY0778.The orthometric height was determined by differential leveling and
 LY0778.adjusted by the NATIONAL GEODETIC SURVEY
 LY0778.in June 1991.
 LY0778
 LY0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0778.GEOID18 height accuracy estimate available here.
 LY0778
 LY0778.Click photographs - Photos may exist for this station.
 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       -   253,625.7     124,790.9     MT  (+/- 3 meters HH1 GPS) 
 LY0778
 LY0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1677451807(NAD 83)
 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
 LY0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0778.See file dsdata.pdf to determine how the superseded data were derived.
 LY0778
 LY0778_MARKER: DR = REFERENCE MARK DISK
 LY0778_SETTING: 80 = SET IN A BOULDER
 LY0778_STAMPING: DELENOY NO 2 1942
 LY0778_MARK LOGO: CGS
 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 (GWL)
 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 = JULY 24, 2026 22:12:30 EDT
 JU4428 ***********************************************************************
 JU4428  DESIGNATION -  DENNIS 1
 JU4428  PID         -  JU4428
 JU4428  STATE/COUNTY-  NJ/CAPE MAY
 JU4428  COUNTRY     -  US
 JU4428  USGS QUAD   -  SEA ISLE CITY (2019)
 JU4428
 JU4428                         *CURRENT SURVEY CONTROL
 JU4428  ______________________________________________________________________
 JU4428* NAD 83(2011) POSITION- 39 10 36.21784(N) 074 43 36.48708(W)   ADJUSTED
 JU4428* NAD 83(2011) ELLIP HT-   -32.316 (meters)        (06/27/12)   ADJUSTED
 JU4428* NAD 83(2011) EPOCH   -  2010.00
 JU4428* NAVD 88 ORTHO HEIGHT -     2.6   (meters)        9.    (feet) GPS OBS
 JU4428  ______________________________________________________________________
 JU4428  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4428  GEOID HEIGHT    -        -35.200 (meters)                     GEOID93
 JU4428  GEOID HEIGHT    -        -34.903 (meters)                     GEOID18
 JU4428  NAD 83(2011) X  -  1,304,183.424 (meters)                     COMP
 JU4428  NAD 83(2011) Y  - -4,776,068.479 (meters)                     COMP
 JU4428  NAD 83(2011) Z  -  4,007,524.952 (meters)                     COMP
 JU4428  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 JU4428
 JU4428  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4428  Standards:
 JU4428         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4428            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4428  -------------------------------------------------------------------
 JU4428  NETWORK    0.72   0.94           0.34   0.23   0.48     -0.02954871
 JU4428  -------------------------------------------------------------------
 JU4428  Click here for local accuracies and other accuracy information.
 JU4428
 JU4428.The horizontal coordinates were established by GPS observations
 JU4428.and adjusted by the National Geodetic Survey in June 2012.
 JU4428
 JU4428.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4428.been affixed to the stable North American tectonic plate. See 
 JU4428.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4428
 JU4428.The horizontal coordinates are valid at the epoch date displayed above
 JU4428.which is a decimal equivalence of Year/Month/Day.
 JU4428
 JU4428.The orthometric height was determined by GPS observations and a
 JU4428.high-resolution geoid model.
 JU4428
 JU4428.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4428.GEOID18 height accuracy estimate available here.
 JU4428
 JU4428.Click photographs - Photos may exist for this station.
 JU4428
 JU4428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4428
 JU4428.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4428
 JU4428.The ellipsoidal height was determined by GPS observations
 JU4428.and is referenced to NAD 83.
 JU4428
 JU4428. The following values were computed from the NAD 83(2011) position.
 JU4428
 JU4428;                    North         East     Units Scale Factor Converg.
 JU4428;SPC NJ       -    38,142.755   130,403.879   MT  0.99990473   -0 08 35.8
 JU4428;SPC NJ       -   125,140.02    427,833.39   sFT  0.99990473   -0 08 35.8
 JU4428;UTM  18      - 4,336,424.026   523,597.753   MT  0.99960686   +0 10 21.3
 JU4428
 JU4428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4428!SPC NJ       -   1.00000507  x   0.99990473  =   0.99990980
 JU4428!UTM  18      -   1.00000507  x   0.99960686  =   0.99961193
 JU4428
 JU4428:                Primary Azimuth Mark                     Grid Az
 JU4428:SPC NJ       -  DENNIS 2                                 027 18 22.5
 JU4428:UTM  18      -  DENNIS 2                                 026 59 25.4
 JU4428
 JU4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2359736424(NAD 83)
 JU4428
 JU4428|---------------------------------------------------------------------|
 JU4428| PID    Reference Object                     Distance      Geod. Az  |
 JU4428|                                                           dddmmss.s |
 JU4428| JU4429 DENNIS 2                            APPROX. 0.6 KM 0270946.7 |
 JU4428|---------------------------------------------------------------------|
 JU4428
 JU4428                          SUPERSEDED SURVEY CONTROL
 JU4428
 JU4428  NAD 83(2007)-  39 10 36.21819(N)    074 43 36.48783(W) AD(2002.00) 0
 JU4428  ELLIP H (02/10/07)  -32.306  (m)                       GP(2002.00)    
 JU4428  ELLIP H (10/23/02)  -32.283  (m)                       GP(       ) 4 1
 JU4428  NAD 83(1996)-  39 10 36.21805(N)    074 43 36.48768(W) AD(       ) 1
 JU4428  ELLIP H (05/14/99)  -32.308  (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)  -32.426  (m)                       GP(       ) 3 1
 JU4428
 JU4428.Superseded values are not recommended for survey control.
 JU4428
 JU4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4428.See file dsdata.pdf to determine how the superseded data were derived.
 JU4428
 JU4428_STAMPING: DENNIS 1 1991
 JU4428_MARK LOGO: NJHA
 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  HISTORY     - 20190807 MARK NOT FOUND   NJGS
 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.
 JU4428
 JU4428                          STATION RECOVERY (2019)
 JU4428
 JU4428'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU4428'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4429 ***********************************************************************
 JU4429  DESIGNATION -  DENNIS 2
 JU4429  PID         -  JU4429
 JU4429  STATE/COUNTY-  NJ/CAPE MAY
 JU4429  COUNTRY     -  US
 JU4429  USGS QUAD   -  SEA ISLE CITY (2019)
 JU4429
 JU4429                         *CURRENT SURVEY CONTROL
 JU4429  ______________________________________________________________________
 JU4429* NAD 83(2011) POSITION- 39 10 53.01734(N) 074 43 25.41134(W)   ADJUSTED
 JU4429* NAD 83(2011) ELLIP HT-   -31.306 (meters)        (06/27/12)   ADJUSTED
 JU4429* NAD 83(2011) EPOCH   -  2010.00
 JU4429* NAVD 88 ORTHO HEIGHT -     3.6   (meters)       12.    (feet) GPS OBS
 JU4429  ______________________________________________________________________
 JU4429  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4429  GEOID HEIGHT    -        -35.180 (meters)                     GEOID93
 JU4429  GEOID HEIGHT    -        -34.886 (meters)                     GEOID18
 JU4429  NAD 83(2011) X  -  1,304,353.856 (meters)                     COMP
 JU4429  NAD 83(2011) Y  - -4,775,683.473 (meters)                     COMP
 JU4429  NAD 83(2011) Z  -  4,007,927.185 (meters)                     COMP
 JU4429  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 JU4429
 JU4429  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4429  Standards:
 JU4429         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4429            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4429  -------------------------------------------------------------------
 JU4429  NETWORK    0.68   0.90           0.32   0.22   0.46      0.01670129
 JU4429  -------------------------------------------------------------------
 JU4429  Click here for local accuracies and other accuracy information.
 JU4429
 JU4429.The horizontal coordinates were established by GPS observations
 JU4429.and adjusted by the National Geodetic Survey in June 2012.
 JU4429
 JU4429.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4429.been affixed to the stable North American tectonic plate. See 
 JU4429.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4429
 JU4429.The horizontal coordinates are valid at the epoch date displayed above
 JU4429.which is a decimal equivalence of Year/Month/Day.
 JU4429
 JU4429.The orthometric height was determined by GPS observations and a
 JU4429.high-resolution geoid model.
 JU4429
 JU4429.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4429.GEOID18 height accuracy estimate available here.
 JU4429
 JU4429.Click photographs - Photos may exist for this station.
 JU4429
 JU4429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4429
 JU4429.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4429
 JU4429.The ellipsoidal height was determined by GPS observations
 JU4429.and is referenced to NAD 83.
 JU4429
 JU4429. The following values were computed from the NAD 83(2011) position.
 JU4429
 JU4429;                    North         East     Units Scale Factor Converg.
 JU4429;SPC NJ       -    38,660.117   130,670.981   MT  0.99990460   -0 08 28.8
 JU4429;SPC NJ       -   126,837.40    428,709.71   sFT  0.99990460   -0 08 28.8
 JU4429;UTM  18      - 4,336,942.698   523,861.920   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  =   0.99961192
 JU4429
 JU4429:                Primary Azimuth Mark                     Grid Az
 JU4429:SPC NJ       -  DENNIS 1                                 207 18 22.5
 JU4429:UTM  18      -  DENNIS 1                                 206 59 25.3
 JU4429
 JU4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2386136942(NAD 83)
 JU4429
 JU4429|---------------------------------------------------------------------|
 JU4429| PID    Reference Object                     Distance      Geod. Az  |
 JU4429|                                                           dddmmss.s |
 JU4429| JU4428 DENNIS 1                            APPROX. 0.6 KM 2070953.7 |
 JU4429|---------------------------------------------------------------------|
 JU4429
 JU4429                          SUPERSEDED SURVEY CONTROL
 JU4429
 JU4429  NAD 83(2007)-  39 10 53.01769(N)    074 43 25.41210(W) AD(2002.00) 0
 JU4429  ELLIP H (02/10/07)  -31.296  (m)                       GP(2002.00)    
 JU4429  ELLIP H (10/23/02)  -31.272  (m)                       GP(       ) 4 1
 JU4429  NAD 83(1996)-  39 10 53.01755(N)    074 43 25.41195(W) AD(       ) 1
 JU4429  ELLIP H (05/14/99)  -31.297  (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)  -31.416  (m)                       GP(       ) 3 1
 JU4429
 JU4429.Superseded values are not recommended for survey control.
 JU4429
 JU4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4429.See file dsdata.pdf to determine how the superseded data were derived.
 JU4429
 JU4429_MARKER: DD = SURVEY DISK
 JU4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - December 08, 2013
 JU4429
 JU4429  HISTORY     - Date     Condition        Report By
 JU4429  HISTORY     - 1991     MONUMENTED       NJHA
 JU4429  HISTORY     - 19930611 GOOD
 JU4429  HISTORY     - 20131208 GOOD             WATER
 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.
 JU4429
 JU4429                          STATION RECOVERY (2013)
 JU4429
 JU4429'RECOVERY NOTE BY WATERSHED SCIENCES 2013 (MN)
 JU4429'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2970 ***********************************************************************
 JU2970  DESIGNATION -  DENNIS CREEK FRONT RANGE LIGHT
 JU2970  PID         -  JU2970
 JU2970  STATE/COUNTY-  NJ/CAPE MAY
 JU2970  COUNTRY     -  US
 JU2970  USGS QUAD   -  HEISLERVILLE (2019)
 JU2970
 JU2970                         *CURRENT SURVEY CONTROL
 JU2970  ______________________________________________________________________
 JU2970* NAD 83(1996) POSITION- 39 09 56.09974(N) 074 53 45.69747(W)   ADJUSTED
 JU2970  ______________________________________________________________________
 JU2970  GEOID HEIGHT    -        -34.833 (meters)                     GEOID18
 JU2970  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2970.GEOID18 height accuracy estimate available here.
 JU2970
 JU2970.Click photographs - Photos may exist for this station.
 JU2970
 JU2970.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2970
 JU2970. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0898235156(NAD 83)
 JU2970
 JU2970                          SUPERSEDED SURVEY CONTROL
 JU2970
 JU2970  NAD 83(1991)-  39 09 56.08512(N)    074 53 45.69779(W) AD(       ) 3
 JU2970  NAD 83(1986)-  39 09 56.08094(N)    074 53 45.70214(W) AD(       ) 3
 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
 JU2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2970.See file dsdata.pdf to determine how the superseded data were derived.
 JU2970
 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 = JULY 24, 2026 22:12:30 EDT
 JU2971 ***********************************************************************
 JU2971  DESIGNATION -  DENNIS CREEK REAR RANGE LIGHT
 JU2971  PID         -  JU2971
 JU2971  STATE/COUNTY-  NJ/CAPE MAY
 JU2971  COUNTRY     -  US
 JU2971  USGS QUAD   -  HEISLERVILLE (2019)
 JU2971
 JU2971                         *CURRENT SURVEY CONTROL
 JU2971  ______________________________________________________________________
 JU2971* NAD 83(1996) POSITION- 39 09 59.79770(N) 074 53 41.43271(W)   ADJUSTED
 JU2971  ______________________________________________________________________
 JU2971  GEOID HEIGHT    -        -34.830 (meters)                     GEOID18
 JU2971  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2971.GEOID18 height accuracy estimate available here.
 JU2971
 JU2971.Click photographs - Photos may exist for this station.
 JU2971
 JU2971.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2971
 JU2971. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0908435271(NAD 83)
 JU2971
 JU2971                          SUPERSEDED SURVEY CONTROL
 JU2971
 JU2971  NAD 83(1991)-  39 09 59.78305(N)    074 53 41.43296(W) AD(       ) 3
 JU2971  NAD 83(1986)-  39 09 59.77877(N)    074 53 41.43731(W) AD(       ) 3
 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
 JU2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2971.See file dsdata.pdf to determine how the superseded data were derived.
 JU2971
 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 = JULY 24, 2026 22:12:30 EDT
 KV3564 ***********************************************************************
 KV3564  DESIGNATION -  DEPEW
 KV3564  PID         -  KV3564
 KV3564  STATE/COUNTY-  NJ/WARREN
 KV3564  COUNTRY     -  US
 KV3564  USGS QUAD   -  BANGOR (2019)
 KV3564
 KV3564                         *CURRENT SURVEY CONTROL
 KV3564  ______________________________________________________________________
 KV3564* NAD 83(1996) POSITION- 40 45 02.25421(N) 075 07 32.08293(W)   ADJUSTED
 KV3564* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 KV3564  ______________________________________________________________________
 KV3564  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 KV3564  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3564.GEOID18 height accuracy estimate available here.
 KV3564
 KV3564.Click photographs - Photos may exist for this station.
 KV3564
 KV3564.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3564
 KV3564. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8939811082(NAD 83)
 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
 KV3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3564.See file dsdata.pdf to determine how the superseded data were derived.
 KV3564
 KV3564_MARKER: DS = TRIANGULATION STATION DISK
 KV3564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3564_STAMPING: DEPEW 1942
 KV3564_MARK LOGO: CGS
 KV3564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3564+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU3315 ***********************************************************************
 JU3315  DESIGNATION -  DEPOT
 JU3315  PID         -  JU3315
 JU3315  STATE/COUNTY-  NJ/SALEM
 JU3315  COUNTRY     -  US
 JU3315  USGS QUAD   -  MARCUS HOOK (2019)
 JU3315
 JU3315                         *CURRENT SURVEY CONTROL
 JU3315  ______________________________________________________________________
 JU3315* NAD 83(1996) POSITION- 39 46 04.79839(N) 075 27 10.11197(W)   ADJUSTED
 JU3315* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 JU3315  ______________________________________________________________________
 JU3315  GEOID HEIGHT    -        -32.991 (meters)                     GEOID18
 JU3315  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3315.GEOID18 height accuracy estimate available here.
 JU3315
 JU3315.Click photographs - Photos may exist for this station.
 JU3315
 JU3315.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3315
 JU3315. The following values were computed from the NAD 83(1996) position.
 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 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 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 PA S     -  MALLOW USE 1932                          045 18 52.5
 JU3315:UTM  18      -  MALLOW USE 1932                          047 05 40.7
 JU3315
 JU3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6121702105(NAD 83)
 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
 JU3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3315.See file dsdata.pdf to determine how the superseded data were derived.
 JU3315
 JU3315_MARKER: DS = TRIANGULATION STATION DISK
 JU3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3315_STAMPING: DEPOT 1933
 JU3315_MARK LOGO: CGS
 JU3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3315+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2994 ***********************************************************************
 JU2994  DESIGNATION -  DEVIOUS
 JU2994  PID         -  JU2994
 JU2994  STATE/COUNTY-  NJ/BURLINGTON
 JU2994  COUNTRY     -  US
 JU2994  USGS QUAD   -  ATSION (2019)
 JU2994
 JU2994                         *CURRENT SURVEY CONTROL
 JU2994  ______________________________________________________________________
 JU2994* NAD 83(1996) POSITION- 39 44 57.89042(N) 074 38 07.24396(W)   ADJUSTED
 JU2994* NAVD 88 ORTHO HEIGHT -    34.    (meters)      112.    (feet) SCALED
 JU2994  ______________________________________________________________________
 JU2994  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 JU2994  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2994.GEOID18 height accuracy estimate available here.
 JU2994
 JU2994.Click photographs - Photos may exist for this station.
 JU2994
 JU2994.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2994
 JU2994. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2994:SPC NJ       -  BATSTO                                   183 21 43.2
 JU2994:UTM  18      -  BATSTO                                   183 02 32.2
 JU2994
 JU2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3124000008(NAD 83)
 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
 JU2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2994.See file dsdata.pdf to determine how the superseded data were derived.
 JU2994
 JU2994_MARKER: DS = TRIANGULATION STATION DISK
 JU2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2994_STAMPING: DEVIOUS 1935
 JU2994_MARK LOGO: CGS
 JU2994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2994+STABILITY: SURFACE MOTION
 JU2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2994+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2010
 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  HISTORY     - 20101011 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.
 JU2994
 JU2994                          STATION RECOVERY (2010)
 JU2994
 JU2994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 JU2994'STATION, R.M. NO. 1 AND R.M. NO. 2 WERE ALL RECOVERED IN GOOD
 JU2994'CONDITION. THERE IS NO AZIMUTH MARK FOR THIS STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1286 ***********************************************************************
 HU1286  DESIGNATION -  DEVLEN
 HU1286  PID         -  HU1286
 HU1286  STATE/COUNTY-  NJ/CAPE MAY
 HU1286  COUNTRY     -  US
 HU1286  USGS QUAD   -  CAPE MAY (2019)
 HU1286
 HU1286                         *CURRENT SURVEY CONTROL
 HU1286  ______________________________________________________________________
 HU1286* NAD 83(1996) POSITION- 38 59 20.79943(N) 074 52 51.34532(W)   ADJUSTED
 HU1286* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1286  ______________________________________________________________________
 HU1286  GEOID HEIGHT    -        -35.425 (meters)                     GEOID18
 HU1286  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1286.GEOID18 height accuracy estimate available here.
 HU1286
 HU1286.Click photographs - Photos may exist for this station.
 HU1286
 HU1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1286
 HU1286. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991856
 HU1286!UTM  18      -   1.00000515  x   0.99960131  =   0.99960646
 HU1286
 HU1286:                Primary Azimuth Mark                     Grid Az
 HU1286:SPC NJ       -  GABLES                                   126 49 40.0
 HU1286:UTM  18      -  GABLES                                   126 30 47.5
 HU1286
 HU1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1031215574(NAD 83)
 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
 HU1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1286.See file dsdata.pdf to determine how the superseded data were derived.
 HU1286
 HU1286_MARKER: DS = TRIANGULATION STATION DISK
 HU1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1286_STAMPING: DEVLEN 1936
 HU1286_MARK LOGO: CGS
 HU1286_PROJECTION: PROJECTING
 HU1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1286+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 DF7138 ***********************************************************************
 DF7138  DESIGNATION -  DEVOE
 DF7138  PID         -  DF7138
 DF7138  STATE/COUNTY-  NJ/MIDDLESEX
 DF7138  COUNTRY     -  US
 DF7138  USGS QUAD   -  NEW BRUNSWICK (2019)
 DF7138
 DF7138                         *CURRENT SURVEY CONTROL
 DF7138  ______________________________________________________________________
 DF7138* NAD 83(2011) POSITION- 40 23 22.51408(N) 074 23 27.92152(W)   ADJUSTED
 DF7138* NAD 83(2011) ELLIP HT-   -26.612 (meters)        (06/27/12)   ADJUSTED
 DF7138* NAD 83(2011) EPOCH   -  2010.00
 DF7138* NAVD 88 ORTHO HEIGHT -     6.013 (meters)       19.73  (feet) ADJUSTED
 DF7138  ______________________________________________________________________
 DF7138  GEOID HEIGHT    -        -32.633 (meters)                     GEOID18
 DF7138  NAD 83(2011) X  -  1,308,961.344 (meters)                     COMP
 DF7138  NAD 83(2011) Y  - -4,685,359.347 (meters)                     COMP
 DF7138  NAD 83(2011) Z  -  4,111,011.957 (meters)                     COMP
 DF7138  LAPLACE CORR    -          5.03  (seconds)                    DEFLEC18
 DF7138  DYNAMIC HEIGHT  -          6.011 (meters)       19.72  (feet) COMP
 DF7138  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 DF7138
 DF7138  VERT ORDER      -  FIRST     CLASS II
 DF7138
 DF7138  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7138  Standards:
 DF7138         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7138            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7138  -------------------------------------------------------------------
 DF7138  NETWORK    0.44   1.16           0.20   0.15   0.59      0.04462248
 DF7138  -------------------------------------------------------------------
 DF7138  Click here for local accuracies and other accuracy information.
 DF7138
 DF7138.The horizontal coordinates were established by GPS observations
 DF7138.and adjusted by the National Geodetic Survey in June 2012.
 DF7138
 DF7138.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7138.been affixed to the stable North American tectonic plate. See 
 DF7138.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7138
 DF7138.The horizontal coordinates are valid at the epoch date displayed above
 DF7138.which is a decimal equivalence of Year/Month/Day.
 DF7138
 DF7138.The orthometric height was determined by differential leveling and
 DF7138.adjusted by the NATIONAL GEODETIC SURVEY
 DF7138.in March 2005.
 DF7138
 DF7138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7138.GEOID18 height accuracy estimate available here.
 DF7138
 DF7138.Click photographs - Photos may exist for this station.
 DF7138
 DF7138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7138
 DF7138.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7138
 DF7138.The ellipsoidal height was determined by GPS observations
 DF7138.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DF7138
 DF7138;                    North         East     Units Scale Factor Converg.
 DF7138;SPC NJ       -   172,774.913   159,246.310   MT  0.99990105   +0 04 14.1
 DF7138;SPC NJ       -   566,845.69    522,460.60   sFT  0.99990105   +0 04 14.1
 DF7138;UTM  18      - 4,471,177.000   551,680.002   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5168071176(NAD 83)
 DF7138
 DF7138                          SUPERSEDED SURVEY CONTROL
 DF7138
 DF7138  NAD 83(2007)-  40 23 22.51428(N)    074 23 27.92219(W) AD(2002.00) 0
 DF7138  ELLIP H (02/10/07)  -26.604  (m)                       GP(2002.00)    
 DF7138  NAD 83(1996)-  40 23 22.51436(N)    074 23 27.92227(W) AD(       ) B
 DF7138  ELLIP H (06/06/05)  -26.597  (m)                       GP(       ) 3 1
 DF7138  NAVD 88               6.01   (m)           19.7    (f) LEVELING    3  
 DF7138
 DF7138.Superseded values are not recommended for survey control.
 DF7138
 DF7138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7138.See file dsdata.pdf to determine how the superseded data were derived.
 DF7138
 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 07, 2020
 DF7138
 DF7138  HISTORY     - Date     Condition        Report By
 DF7138  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7138  HISTORY     - 20050411 GOOD             NJGS
 DF7138  HISTORY     - 20070313 GOOD             AASCO
 DF7138  HISTORY     - 20200311 GOOD             NJGS
 DF7138  HISTORY     - 20200320 GOOD             NJGS
 DF7138  HISTORY     - 20200407 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 CORNER OF THE DE VOE DAM VALVE CONTROL GATE CHAMBER ON THE
 DF7138'SOUTHWEST SIDE OF THE DAM SPILLWAY.
 DF7138'
 DF7138'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 BRIDGE OVER
 DF7138'COUNTY ROAD 615, IN OLD BRIDGE, GO ABOUT 2.1 MI SOUTHWEST ON COUNTY
 DF7138'ROAD 615 TO IMMACULATA DRIVE ON THE LEFT.  THIS ROAD IN THE ENTRANCE
 DF7138'ROAD TO THE IMMACULATE CONCEPTION CHURCH AND SCHOOL FACILITY.  TURN
 DF7138'LEFT AND GO 0.1 MI SOUTHEAST ON THE PERIMETER ROADWAY AROUND THE
 DF7138'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 DAM SITE, 20.2 M NORTHEAST OF A STREET LIGHT POLE,
 DF7138'10.4 M NORTH OF THE CENTER OF THE PVC FENCE/GATE LEADING TO THE DAM,
 DF7138'1.5 M SOUTHEAST OF THE VALVE CONTROL STEM, 2.3 M NORTH OF THE SOUTH
 DF7138'EDGE OF THE CONCRETE SLAB WALKWAY WHICH SURROUNDS THE CHAMBER AND
 DF7138'MANHOLE ACCESS COVER.
 DF7138
 DF7138                          STATION RECOVERY (2005)
 DF7138
 DF7138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DF7138'RECOVERED AS DESCRIBED.
 DF7138
 DF7138                          STATION RECOVERY (2007)
 DF7138
 DF7138'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GLB)
 DF7138'RECOVERED IN GOOD CONDITION.
 DF7138
 DF7138                          STATION RECOVERY (2020)
 DF7138
 DF7138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 DF7138'RECOVERED IN GOOD CONDITION.
 DF7138
 DF7138                          STATION RECOVERY (2020)
 DF7138
 DF7138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DF7138'OPUS SOLUTION AVAILABLE.
 DF7138
 DF7138                          STATION RECOVERY (2020)
 DF7138
 DF7138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DF7138'PHOTOS ADDED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2965 ***********************************************************************
 JU2965  DESIGNATION -  DIAS
 JU2965  PID         -  JU2965
 JU2965  STATE/COUNTY-  NJ/CAPE MAY
 JU2965  COUNTRY     -  US
 JU2965  USGS QUAD   -  RIO GRANDE (2019)
 JU2965
 JU2965                         *CURRENT SURVEY CONTROL
 JU2965  ______________________________________________________________________
 JU2965* NAD 83(1996) POSITION- 39 04 44.08392(N) 074 54 32.25923(W)   ADJUSTED
 JU2965* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2965  ______________________________________________________________________
 JU2965  GEOID HEIGHT    -        -35.136 (meters)                     GEOID18
 JU2965  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2965.GEOID18 height accuracy estimate available here.
 JU2965
 JU2965.Click photographs - Photos may exist for this station.
 JU2965
 JU2965.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2965
 JU2965. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992083
 JU2965!UTM  18      -   1.00000542  x   0.99960076  =   0.99960618
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0787425537(NAD 83)
 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=MAURICE RVR LH     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
 JU2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2965.See file dsdata.pdf to determine how the superseded data were derived.
 JU2965
 JU2965_MARKER: DS = TRIANGULATION STATION DISK
 JU2965_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 DR2671 ***********************************************************************
 DR2671  DESIGNATION -  DIAS HEADWATERS
 DR2671  PID         -  DR2671
 DR2671  STATE/COUNTY-  NJ/CAPE MAY
 DR2671  COUNTRY     -  US
 DR2671  USGS QUAD   -  RIO GRANDE (2019)
 DR2671
 DR2671                         *CURRENT SURVEY CONTROL
 DR2671  ______________________________________________________________________
 DR2671* NAD 83(1986) POSITION- 39 04 54.17   (N) 074 53 27.48   (W)   HD_HELD1
 DR2671* NAVD 88 ORTHO HEIGHT -     4.331 (meters)       14.21  (feet) ADJUSTED
 DR2671  ______________________________________________________________________
 DR2671  GEOID HEIGHT    -        -35.140 (meters)                     GEOID18
 DR2671  DYNAMIC HEIGHT  -          4.329 (meters)       14.20  (feet) COMP
 DR2671  MODELED GRAVITY -    980,067.3   (mgal)                       NAVD 88
 DR2671
 DR2671  VERT ORDER      -  SECOND    CLASS II
 DR2671
 DR2671.The horizontal coordinates were determined by differentially corrected
 DR2671.hand held GPS observations or other comparable positioning techniques
 DR2671.and have an estimated accuracy of +/- 3 meters.
 DR2671
 DR2671.The orthometric height was determined by differential leveling and
 DR2671.adjusted by the NATIONAL GEODETIC SURVEY
 DR2671.in December 2020.
 DR2671
 DR2671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2671.GEOID18 height accuracy estimate available here.
 DR2671
 DR2671.Click photographs - Photos may exist for this station.
 DR2671
 DR2671.The dynamic height is computed by dividing the NAVD 88
 DR2671.geopotential number by the normal gravity value computed on the
 DR2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2671.degrees latitude (g = 980.6199 gals.).
 DR2671
 DR2671.The modeled gravity was interpolated from observed gravity values.
 DR2671
 DR2671;                    North         East    Units  Estimated Accuracy
 DR2671;SPC NJ       -    27,643.9     116,174.3     MT  (+/- 3 meters HH1 GPS) 
 DR2671
 DR2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0943025850(NAD 83)
 DR2671
 DR2671                          SUPERSEDED SURVEY CONTROL
 DR2671
 DR2671.No superseded survey control is available for this station.
 DR2671
 DR2671_MARKER: F = FLANGE-ENCASED ROD
 DR2671_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DR2671_STAMPING: DIAS HEADWATERS 2015
 DR2671_MARK LOGO: USFWS
 DR2671_PROJECTION: FLUSH
 DR2671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR2671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2671+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 DR2671_ROD/PIPE-DEPTH: 7.0 meters
 DR2671_SLEEVE-DEPTH  : 1.2 meters
 DR2671
 DR2671  HISTORY     - Date     Condition        Report By
 DR2671  HISTORY     - 20150310 MONUMENTED       IDAK
 DR2671  HISTORY     - 20231214 GOOD             NJGS
 DR2671
 DR2671                          STATION DESCRIPTION
 DR2671
 DR2671'DESCRIBED BY DUBOIS AND KING, INC 2015 (JRF)
 DR2671'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-NORTHWEST OF STONE
 DR2671'HARBOR, 7.4 MI (11.9 KM) NORTH-NORTHWEST OF WILDWOOD AND 4.7 MI (7.6
 DR2671'KM) NORTH OF RIO GRANDE.  OWNERSHIP--U.S. GOVERNMENT.
 DR2671'
 DR2671'TO REACH FROM THE POST OFFICE IN GREEN CREEK TRAVEL NORTH ON ROUTE 47
 DR2671'SOUTH DELSEA DRIVE FOR 2.6 MI (4.2 KM) TO THE STATION ON THE LEFT.
 DR2671'ACCESS TO THE MARK IS THROUGH A GRAVEL DRIVEWAY WITH A MAILBOX WITH
 DR2671'165 ON IT.
 DR2671'
 DR2671'IT IS 335 FT (102.1 M) FROM THE CENTERLINE OF SOUTH DELSEA DRIVE, 116
 DR2671'FT (35.4 M) NORTH WEST FROM UTILITY POLE 1260 MI (2027.3 KM) W-43060,
 DR2671'97.5 FT (29.7 M) NORTH EASTERLY FROM THE NORTH EAST CORNER OF A HOUSE,
 DR2671'99.75 FT (30.4 M) NORTH EASTERLY FROM THE NORTH WEST CORNER OF A
 DR2671'HOUSE, 20 FT (6.1 M) NORTH EASTERLY FROM THE CENTERLINE OF A GRAVEL
 DR2671'DRIVE.
 DR2671'
 DR2671'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR2671
 DR2671                          STATION RECOVERY (2023)
 DR2671
 DR2671'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DR2671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5743 ***********************************************************************
 KV5743  DESIGNATION -  DIEHL
 KV5743  PID         -  KV5743
 KV5743  STATE/COUNTY-  NJ/BURLINGTON
 KV5743  COUNTRY     -  US
 KV5743  USGS QUAD   -  BEVERLY (2016)
 KV5743
 KV5743                         *CURRENT SURVEY CONTROL
 KV5743  ______________________________________________________________________
 KV5743* NAD 83(1996) POSITION- 40 02 58.27996(N) 074 57 42.52636(W)   ADJUSTED
 KV5743* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5743  ______________________________________________________________________
 KV5743  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 KV5743  LAPLACE CORR    -          2.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5743.GEOID18 height accuracy estimate available here.
 KV5743
 KV5743.Click photographs - Photos may exist for this station.
 KV5743
 KV5743.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5743
 KV5743. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0325733254(NAD 83)
 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
 KV5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5743.See file dsdata.pdf to determine how the superseded data were derived.
 KV5743
 KV5743_MARKER: DS = TRIANGULATION STATION DISK
 KV5743_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 JU3026 ***********************************************************************
 JU3026  DESIGNATION -  DIKE
 JU3026  PID         -  JU3026
 JU3026  STATE/COUNTY-  NJ/CAMDEN
 JU3026  COUNTRY     -  US
 JU3026  USGS QUAD   -  CAMDEN (2019)
 JU3026
 JU3026                         *CURRENT SURVEY CONTROL
 JU3026  ______________________________________________________________________
 JU3026* NAD 83(1996) POSITION- 39 58 30.07371(N) 075 04 36.94012(W)   ADJUSTED
 JU3026* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3026  ______________________________________________________________________
 JU3026  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 JU3026  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3026.GEOID18 height accuracy estimate available here.
 JU3026
 JU3026.Click photographs - Photos may exist for this station.
 JU3026
 JU3026.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3026
 JU3026. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000506  x   0.99992989  =   0.99993495
 JU3026!SPC PA S     -   1.00000506  x   0.99999374  =   0.99999880
 JU3026!UTM  18      -   1.00000506  x   0.99960053  =   0.99960558
 JU3026
 JU3026:                Primary Azimuth Mark                     Grid Az
 JU3026:SPC NJ       -  DELAIR KIECKHEFER CONTAIN STK            076 12 50.9
 JU3026:SPC PA S     -  DELAIR KIECKHEFER CONTAIN STK            074 06 33.1
 JU3026:UTM  18      -  DELAIR KIECKHEFER CONTAIN STK            075 53 34.4
 JU3026
 JU3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9343124987(NAD 83)
 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
 JU3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3026.See file dsdata.pdf to determine how the superseded data were derived.
 JU3026
 JU3026_MARKER: I = METAL ROD
 JU3026_SETTING: 0 = UNSPECIFIED SETTING
 JU3026
 JU3026  HISTORY     - Date     Condition        Report By
 JU3026  HISTORY     - 1925     MONUMENTED       USACE
 JU3026  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3026
 JU3026                          STATION DESCRIPTION
 JU3026
 JU3026'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4757 ***********************************************************************
 KV4757  DESIGNATION -  DIKE
 KV4757  PID         -  KV4757
 KV4757  STATE/COUNTY-  NJ/ESSEX
 KV4757  COUNTRY     -  US
 KV4757  USGS QUAD   -  ELIZABETH (2016)
 KV4757
 KV4757                         *CURRENT SURVEY CONTROL
 KV4757  ______________________________________________________________________
 KV4757* NAD 83(1996) POSITION- 40 40 54.51401(N) 074 08 47.83410(W)   ADJUSTED
 KV4757* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4757  ______________________________________________________________________
 KV4757  GEOID HEIGHT    -        -32.251 (meters)                     GEOID18
 KV4757  LAPLACE CORR    -          5.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4757.GEOID18 height accuracy estimate available here.
 KV4757
 KV4757.Click photographs - Photos may exist for this station.
 KV4757
 KV4757.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4757
 KV4757. The following values were computed from the NAD 83(1996) position.
 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       -  MARSH                                    199 20 30.5
 KV4757:SPC NY L     -  MARSH                                    199 40 05.0
 KV4757:UTM  18      -  MARSH                                    199 00 57.1
 KV4757
 KV4757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7211403785(NAD 83)
 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  USSD        -  40 40 54.52000(N)    074 08 49.22100(W) AD(       ) 3
 KV4757
 KV4757.Superseded values are not recommended for survey control.
 KV4757
 KV4757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4757.See file dsdata.pdf to determine how the superseded data were derived.
 KV4757
 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 = JULY 24, 2026 22:12:30 EDT
 JU2798 ***********************************************************************
 JU2798  DESIGNATION -  DIRTY
 JU2798  PID         -  JU2798
 JU2798  STATE/COUNTY-  NJ/ATLANTIC
 JU2798  COUNTRY     -  US
 JU2798  USGS QUAD   -  OCEANVILLE (2019)
 JU2798
 JU2798                         *CURRENT SURVEY CONTROL
 JU2798  ______________________________________________________________________
 JU2798* NAD 83(1996) POSITION- 39 26 05.53369(N) 074 22 32.79394(W)   ADJUSTED
 JU2798* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2798  ______________________________________________________________________
 JU2798  GEOID HEIGHT    -        -34.168 (meters)                     GEOID18
 JU2798  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2798.GEOID18 height accuracy estimate available here.
 JU2798
 JU2798.Click photographs - Photos may exist for this station.
 JU2798
 JU2798.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2798
 JU2798. The following values were computed from the NAD 83(1996) position.
 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  =   0.99964079
 JU2798
 JU2798:                Primary Azimuth Mark                     Grid Az
 JU2798:SPC NJ       -  BRIGANTINE                               102 19 28.7
 JU2798:UTM  18      -  BRIGANTINE                               102 00 25.3
 JU2798
 JU2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5372065222(NAD 83)
 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
 JU2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2798.See file dsdata.pdf to determine how the superseded data were derived.
 JU2798
 JU2798_MARKER: DS = TRIANGULATION STATION DISK
 JU2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2798_STAMPING: DIRTY 1935
 JU2798_MARK LOGO: CGS
 JU2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2798+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV5314 ***********************************************************************
 KV5314  DESIGNATION -  DISBORO
 KV5314  PID         -  KV5314
 KV5314  STATE/COUNTY-  NJ/MONMOUTH
 KV5314  COUNTRY     -  US
 KV5314  USGS QUAD   -  ROOSEVELT (2019)
 KV5314
 KV5314                         *CURRENT SURVEY CONTROL
 KV5314  ______________________________________________________________________
 KV5314* NAD 83(1996) POSITION- 40 14 48.31164(N) 074 27 24.52961(W)   ADJUSTED
 KV5314* NAVD 88 ORTHO HEIGHT -    83.9   (meters)      275.    (feet) VERTCON3
 KV5314  ______________________________________________________________________
 KV5314  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 KV5314  LAPLACE CORR    -          4.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5314.GEOID18 height accuracy estimate available here.
 KV5314
 KV5314.Click photographs - Photos may exist for this station.
 KV5314
 KV5314.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5314
 KV5314. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4619955286(NAD 83)
 KV5314
 KV5314|---------------------------------------------------------------------|
 KV5314| PID    Reference Object                     Distance      Geod. Az  |
 KV5314|                                                           dddmmss.s |
 KV5314| CS4360 DISBORO RM 4                          9.775 METERS 08127     |
 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  USBS        -  40 14 45.43000(N)    074 27 06.10000(W) AD(       ) 3
 KV5314  USSD        -  40 14 48.30500(N)    074 27 25.86900(W) AD(       ) 3
 KV5314  NGVD 29 (07/19/86)   84.2    (m)          276.     (f) VERT ANG       
 KV5314
 KV5314.Superseded values are not recommended for survey control.
 KV5314
 KV5314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5314.See file dsdata.pdf to determine how the superseded data were derived.
 KV5314
 KV5314_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5314_STAMPING: DISBORO 1839 1982
 KV5314_MARK LOGO: NGS
 KV5314_PROJECTION: FLUSH
 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             COASUR
 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  HISTORY     - 20240115 SEE DESCRIPTION  PROFLN
 KV5314
 KV5314                          STATION DESCRIPTION
 KV5314
 KV5314'DESCRIBED BY COAST SURVEY (CGS) 1869 (JF)
 KV5314'ON THE FARM OWNED IN 1840 BY JOHN DISBORO, AND IN 1869 BY JAMES A.
 KV5314'PERRINE.  IT IS ON WHAT IS KNOWN AS DISBOROS HILL, ABOUT 4 MILES S.E.
 KV5314'OF HIGHTSTOWN, MERCER COUNTY, AND ON THE ROAD FROM HIGHTSTOWN TO
 KV5314'FREEHOLD.  IN 1869 THE SIGNAL POLE WAS FOUND LEANING AT A 45 DEG ANGLE
 KV5314'AGAINST A CEDAR.  IT HAS ROTTED OFF AT THE SURFACE 3 FEET OF THE BUTT
 KV5314'REMAINED IN THE GROUND.  EXCAVATION SHOWED THAT THE CONE HAD BEEN
 KV5314'DISPLACED TO MAKE PLACE FOR THIS POLE.
 KV5314'
 KV5314'FROM THE BURIED PART OF THE POLE, WHICH WAS ALLOWED TO REMAIN IN
 KV5314'POSITION, THE FOLLOWING BEARINGS AND DISTANCES WERE TAKEN-- APPLE TREE
 KV5314'TRUNK 1869 (BEARING TREE IN 1838)  S 78 DEG W, 44 FEET.  CEDAR TREE, N
 KV5314'47 DEG W, 35 FEET.  CEDARS, N 5 DEG W, 20.7 FEET.  CEDAR, N., 20 FEET.
 KV5314'LOCUST, N 70 DEG E, 10 FEET.  TWO CEDARS, S 39 DEG E, 12 FEET.  CEDAR,
 KV5314'S 37 DEG W, 34.5 FEET.  CEDAR, S 58 DEG W, 45.5 FEET.  FROM THE OLD
 KV5314'APPLE 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.  FROM
 KV5314'TWO CEDARS TO NEXT TO LAST MENTIONED CEDAR, 33 FEET.  AND BETWEEN LAST
 KV5314'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 EXTENT
 KV5314'AND COVERED WITH SCATTERING BRUSH, THE OLD STATION WAS LOCATED ON.
 KV5314'FROM REPORTS OF A SEARCH IN 1869 AND THE FAILURE TO GET ANY
 KV5314'INFORMATION IN THE COMMUNITY ABOUT IT, IT IS THOUGHT THAT THE ORIGINAL
 KV5314'STATION HAS BEEN DESTROYED.  IF A LATER STATION HAS BEEN ESTABLISHED
 KV5314'AND USED, NOBODY HAS SEEN OR 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 GRAY
 KV5314'POTTERY, OF THE DISTINCTIVE TYPE USED BY HASSLER, ABOUT 8-1/2 IN
 KV5314'OUTSIDE DIAMETER AND 1/2 IN THICK AT THE TOP OR SMALL END, BURIED 18
 KV5314'IN UNDERGROUND IN DENSELY PACKED YELLOW SAND.  A SEGMENT CONSISTING OF
 KV5314'ABOUT ONE THIRD OF THE CONE HAS CRACKED OFF DUE PRESUMABLY TO FROST
 KV5314'ACTION, BUT REMAINS IN PLACE.
 KV5314'
 KV5314'THE CONE WAS LEFT UNDISTURBED.  AFTER PHOTOGRAPHING AND REFERENCING,
 KV5314'IT WAS COVERED WITH EARTH TO THE SAME DEPTH AS FORMERLY.  NO SURFACE
 KV5314'MARK WAS SET.  TWO ADDITIONAL REFERENCE MARKS WERE ESTABLISHED,
 KV5314'CONSISTING OF STANDARD BRONZE REFERENCE DISKS SET IN CONCRETE POSTS,
 KV5314'STAMPED DISBORO 1839 R.M.-3 AND DISBORO 1839-R.M.-4.
 KV5314'
 KV5314'TO REACH THE STATION, PROCEED FROM THE MANALAPAN GENERAL STORE, ON
 KV5314'N.J. HIGHWAY 33 6.7 MILES FROM THE CENTER OF FREEHOLD, WEST ON N.J. 33
 KV5314'0.3 MILE TO A T ROAD LEFT AT SIGN PERRINEVILLE 2-1/2 MILES.
 KV5314'CLARKESBURG 5.  TURN RIGHT GO 1.3 MILES TO CROSS ROAD.  CONTINUE
 KV5314'STRAIGHT AHEAD, LEAVING PAVEMENT AND GO 1.2 MILES TO CROSS ROAD.
 KV5314'CONTINUE STRAIGHT AHEAD .6 MILE ON PAVEMENT, AGAIN TO DIRT CROSS ROAD
 KV5314'(MAIL BOX MARKED T PULLEN ON LEFT), TURN RIGHT AND CONTINUE TO RED
 KV5314'BARN, PASS BETWEEN BARN AND CORN CRIB.  CONTINUE ON DIRT ROAD PASSING
 KV5314'ALONG FENCE LINE AT WEST END OF WHEAT FIELD.  CONTINUE TO NORTHWEST
 KV5314'CORNER OF WHEAT FIELD, TURN RIGHT.  GO .15 MILE ALONG NORTH END OF
 KV5314'WHEAT FIELD.  TURN LEFT AND GO .17 MI. ON DIM CLEARED ROAD TO STATION
 KV5314'WHICH IS LOCATED AT THE HIGHEST POINT OF THE HILL, ON THE PROPERTY OF
 KV5314'THE LUTHERAN MEMORIAL 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.  IN A COOPERATIVE PROJECT WITH
 KV5314'THE NEW JERSEY SOCIETY OF PROFESSIONAL LAND SURVEYORS,  THE STATE
 KV5314'DEPARTMENT OF ENVIRONMENTAL RESOURSES AND THE NATIONAL GEODETIC
 KV5314'SURVEY, THE STATION AND ITS TWO REFERENCE MARKS ALONG WITH STATION
 KV5314'DISBORO 2 1935 AND ITS TWO REFERENCE MARKS WERE RECOVERED AFTER A LONG
 KV5314'SEARCH AND TRAVERSE IN WOODS AND VERY THICK VERY SHARP THORN BUSHES.
 KV5314'THE STATION SURFACE AND UNDERGROUND MONUMENTS WERE CERAMIC CONES.  THE
 KV5314'SURFACE CONE WAS BROKEN BUT THE UNDERGROUND WAS IN EXCELLANT SHAPE.
 KV5314'BOTH WERE REPLACED BY STANDARD SURVEY DISKS.  A LONGER DISTANCE OF
 KV5314'0.006 METERS WAS FOUND TO REFERENCE MARK 3 AND A LONGER DISTANCE OF
 KV5314'0.003 METERS TO REFERENCE MARK 4.  A DIFFERENCE OF 8 MINUTES, 3
 KV5314'SECONDS WAS MEASURED TO DISBORO 2 1935 RM 1 WHICH WAS ONLY FOUR METERS
 KV5314'AWAY.
 KV5314'
 KV5314'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHEAST OF ALLENTOWN,
 KV5314'12.5 KM (7.75 MI) SOUTHWEST OF ENGLISHTOWN AND 6.5 KM (4.0 MI)
 KV5314'SOUTHEAST OF HIGHTSTOWN ON A LOW HILL WITH LARGE TREES AND THICK THORN
 KV5314'BUSHES.  OWNERSHIP--THE OWNERSHIP HAS CHANGED SINCE THE RECOVERY IN
 KV5314'1982 AND WILL CHANGE AGAIN AS IT IS BEING DEVELOPED FOR HOUSING IN
 KV5314'1988.
 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 A GO
 KV5314'SOUTH ON SOUTH MAIN STREET FOR 0.56 KM (0.35 MI) TO ETRA ROAD ON THE
 KV5314'LEFT.  TURN LEFT, EAST, FOR 4.6 KM (2.85 MI) TO THE MERCER-MONMOUTH
 KV5314'COUNTY LINE.  CONTINUE EAST ON THE PAVED ROAD NOW CALLED THE
 KV5314'PERRINVILLE ROAD FOR 3.4 KM (2.1 MI) TO A ROAD LEFT.  TURN LEFT ONTO
 KV5314'DISBORO HILL ROAD FOR 1.2 KM (0.75 MI) TO THE NEWLY CUT ROAD ON THE
 KV5314'LEFT.  MEANDER WESTERLY ON THE ROAD AND ANOTHER NOW ONLY STAKED FOR
 KV5314'0.32 KM (0.2 MI) TO THE STATION ON THE LEFT APPROXIMATELY 20 METERS
 KV5314'FROM THE PROPOSED ROAD.
 KV5314'
 KV5314'THE STATION IS A STANDARD NGS DISK STAMPED ---DISBORO 1839 1982---,
 KV5314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 KV5314'WITH GROUND.  LOCATED 31.7 METERS (104.0 FT) EAST-NORTHEAST FROM A
 KV5314'WITNESS POST, 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 0.5 METERS
 KV5314'(1.8 FT) SOUTH FROM A CARSONITE WITNESS POST.  THE UNDERGROUND MARK IS
 KV5314'A STANDARD NGS DISK STAMPED ---DISBORO 1839 1982---, SET INTO AN
 KV5314'IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 KV5314'
 KV5314'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED
 KV5314'---DISBORO 2 NO 1 1935---, SET INTO THE TOP OF A SQUARE CONCRETE
 KV5314'MONUMENT 30 CM ON SIDE FLUSH WITH GROUND.  LOCATED 29.0 METERS
 KV5314'(95.2 FT) EAST-NORTHEAST FROM THE WITNESS POST NEAREST STATION DISBORO
 KV5314'2 5.1 METERS (16.6 FT) SOUTHEAST FROM THE 8 INCH CROOKED TREE, 4.4
 KV5314'METERS (14.5 FT) SOUTHWEST FROM THE WITNESS POST NEAREST TO STATION
 KV5314'DISBORO 1839 AND 3.0 METERS (10.0 FT) SOUTH FROM THE DIM TRAIL.  MARK
 KV5314'IS .3 METERS ABOVE THE STATION.
 KV5314'
 KV5314'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK THAT IS  ---UNSTAMPED---,
 KV5314'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FLUSH
 KV5314'WITH GROUND.  LOCATED 13.3 METERS (43.7 FT) NORTHWEST FROM THE 8 INCH
 KV5314'TREE WITH NOTCH, 10.2 METERS (33.6 FT) NORTH-NORTHWEST FROM THE
 KV5314'WITNESS POST AND 6.1 METERS (20.0 FT) NORTH FROM THE DIM TRAIL.  MARK
 KV5314'IS .6 METERS BELOW THE STATION.
 KV5314'
 KV5314'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK THAT IS  ---UNSTAMPED---,
 KV5314'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE
 KV5314'PROJECTING 5 CM ABOVE GROUND.  LOCATED 16.9 METERS (55.3 FT)
 KV5314'EAST-NORTHEAST FROM THE TREE WITH NOTCH, 9.9 METERS (32.4 FT)
 KV5314'EAST-SOUTHEAST FROM THE WITNESS POST NEAREST TO STATION DISBORO 1839
 KV5314'AND 7.6 METERS (25.0 FT) SOUTH FROM THE DIM TRAIL.  MARK IS LEVEL WITH
 KV5314'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.
 KV5314
 KV5314                          STATION RECOVERY (2024)
 KV5314
 KV5314'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2024 (JRO)
 KV5314'DID NOT OBTAIN ACCESS TO THE PROPERTY BUT OBTAINED UPDATED
 KV5314'INFORMATION.  ALL THE MARKS IF STILL EXISTING WOULD BE IN THE REAR,
 KV5314'UPPER AND SOUTHWEST PORTION OF LOT 6.11, BLOCK 12, WHICH IS ON THE
 KV5314'EAST SIDE OF THE T-JUNCTION OF PERRINE CIRCLE AND PRINCESS COURT AS
 KV5314'SHOWN ON THE FINAL PLAT FOR DISBROW HILL ESTATES, MILLSTONE TOWNSHIP,
 KV5314'FILED IN 1988.
 KV5314'
 KV5314'THE AREA OF THE MARKS IS IN OR NEAR A 70 FT (21.3 M) BY 140 FT (42.7
 KV5314'M) CONSERVATION EASEMENT WHICH IS JOINED TO A 20 FT (6.1 M) WIDE
 KV5314'ACCESS EASEMENT THAT RUNS ALONG THE SOUTHEAST AND THEN SOUTHWEST LINES
 KV5314'OF THE LOT.  THIS MARK (THE REMARKED HASSLER 1839 STATION) AND DISBORO
 KV5314'2 ALONG WITH REFERENCE MARK 1 ARE BELIEVED TO FALL IN THE CONSERVATION
 KV5314'EASEMENT WHEREAS RMS 2, 3 AND 4 ARE THOUGHT TO BE SLIGHTLY OUTSIDE IT
 KV5314'- REFERENCE MARK 3 TO THE NORTHEAST AND RMS 2 AND 4 TO THE SE.
 KV5314'
 KV5314'AN IRON FENCE WITH SECURITY GATE SURROUNDS THE PROPERTY.  THE DRIVEWAY
 KV5314'IS OFF PERRINE CIRCLE.  PRACTICALLY SPEAKING, THE CONSERVATION AND
 KV5314'ACCESS EASEMENTS APPEAR USELESS, AS AGAINST THE RIGHTS OF THE OWNER TO
 KV5314'CONTROL ACCESS AND USE.  THE CONSERVATION EASEMENT DOCUMENT MENTIONS
 KV5314'EROSION CONTROL; MAINTAINING OPEN SPACE IN A NATURAL STATE; PROMOTING
 KV5314'HEALTH, SAFETY AND GENERAL WELFARE; AND SUCH OTHER USE AS MILLSTONE
 KV5314'TOWNSHIP MAY DEEM REASONABLE AND NECESSARY.  NO MENTION OF MONUMENT
 KV5314'PRESERVATION THAT ONE MIGHT INFER FROM SEEING THE CONSERVATION
 KV5314'EASEMENT ON THE FILED MAP IS IN THE EASEMENT DOCUMENT FOUND.  NO
 KV5314'DOCUMENT REGARDING THE ACCESS EASEMENT WAS FOUND BUT THE FENCE
 KV5314'PRECLUDES ENTRY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5313 ***********************************************************************
 KV5313  DESIGNATION -  DISBORO 2
 KV5313  PID         -  KV5313
 KV5313  STATE/COUNTY-  NJ/MONMOUTH
 KV5313  COUNTRY     -  US
 KV5313  USGS QUAD   -  ROOSEVELT (2019)
 KV5313
 KV5313                         *CURRENT SURVEY CONTROL
 KV5313  ______________________________________________________________________
 KV5313* NAD 83(1996) POSITION- 40 14 47.99608(N) 074 27 25.78479(W)   ADJUSTED
 KV5313* NAVD 88 ORTHO HEIGHT -    84.1   (meters)      276.    (feet) VERTCON3
 KV5313  ______________________________________________________________________
 KV5313  GEOID HEIGHT    -        -32.513 (meters)                     GEOID18
 KV5313  LAPLACE CORR    -          4.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5313.GEOID18 height accuracy estimate available here.
 KV5313
 KV5313.Click photographs - Photos may exist for this station.
 KV5313
 KV5313.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5313
 KV5313. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5313:SPC NJ       -  STONY HILL 2                             216 53 58.3
 KV5313:UTM  18      -  STONY HILL 2                             216 34 35.3
 KV5313
 KV5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4616955276(NAD 83)
 KV5313
 KV5313|---------------------------------------------------------------------|
 KV5313| PID    Reference Object                     Distance      Geod. Az  |
 KV5313|                                                           dddmmss.s |
 KV5313| KV5314 DISBORO                              31.222 METERS 07150     |
 KV5313| CB5839 DISBORO 2 RM 2                       17.632 METERS 18511     |
 KV5313| KV5512 STONY HILL 2                        APPROX.17.6 KM 2165537.9 |
 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
 KV5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5313.See file dsdata.pdf to determine how the superseded data were derived.
 KV5313
 KV5313_MARKER: DS = TRIANGULATION STATION DISK
 KV5313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5313_STAMPING: DISBORO 2 1935
 KV5313_MARK LOGO: CGS
 KV5313_PROJECTION: PROJECTING 8 CENTIMETERS
 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  HISTORY     - 20240115 SEE DESCRIPTION  PROFLN
 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 DISBORO
 KV5313'HILL, ON THE PROPERTY OF THE LUTHERAN MEMORIAL PARK CEMETERY, IN A
 KV5313'TANGLE OF BRIARS, BUSHES AND TREES, 8.8 FEET EAST-SOUTHEAST OF A
 KV5313'14-INCH OAK TREE, 36.8 FEET NORTHWEST OF A 12-INCH OAK AND 22.0 FEET
 KV5313'NORTHWEST OF A 12-INCH CHERRY TREE.  THE THREE TREES ARE BLAZED WITH
 KV5313'TRIANGLES.  THE MARK IS STAMPED DISBORO 2 1935 AND PROJECTS 4 INCHES.
 KV5313'
 KV5313'TO REACH THE STATION FROM MANALAPAN GENERAL STORE ON STATE HIGHWAY 33
 KV5313'AT THE EAST EDGE OF MANALAPAN, (WHICH IS 6.7 MILES BY ROAD FROM THE
 KV5313'CENTER OF FREEHOLD) GO WEST ON STATE HIGHWAY 33 FOR 0.3 MILE TO T-ROAD
 KV5313'LEFT AT SIGN PERRINEVILLE 1.3.  TURN LEFT AND GO 1.2 MILES TO T-ROAD
 KV5313'AND SIGN PERRINEVILLE 2-1/2 MILES - CLARKSBURG 5.  TURN RIGHT AND GO
 KV5313'1.3 MILES TO CROSS ROAD.  CONTINUE STRAIGHT AHEAD, LEAVING PAVEMENT
 KV5313'AND GO 1.2 MILES TO CROSS ROAD.  CONTINUE STRAIGHT AHEAD 0.6 MILE ON
 KV5313'PAVEMENT AGAIN TO DIRT CROSS ROAD, (MAILBOX MARKED T. PULLEN ON LEFT)
 KV5313'TURN RIGHT AND CONTINUE TO RED BARN, PASS BETWEEN BARN AND CORN CRIB.
 KV5313'CONTINUE ON DIRT ROAD PASSING ALONG FENCE LINE AT WEST END OF WHEAT
 KV5313'FIELD.  CONTINUE TO NORTHWEST CORNER OF WHEAT FIELD, TURN RIGHT, GO
 KV5313'0.15 MILE ALONG 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 STATION,
 KV5313'AND 3 PACES NORTHEAST OF TWIN CHERRY TREE.  MARK PROJECTS 3 INCHES.
 KV5313'
 KV5313'REFERENCE MARK NO. 2 IS 57.87 FEET (17.639 METERS) SOUTH-SOUTHWEST OF
 KV5313'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 NO. 2 COULD
 KV5313'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.  THE STATION AND ALL MARKS
 KV5313'WERE RECOVERED AND FOUND IN GOOD CONDITION, A SHORTER DISTANCE OF 0.30
 KV5313'METERS OR 0.1 FEET WAS FOUND TO REFERENCE MARK NO 1.  ALSO A SHORTER
 KV5313'DISTANCE OF 0.007 METERS OR 0.02 FEET WAS FOUND TO REFERENCE MARK NO
 KV5313'2.  A DIFFERENCE OF 179 DEGREES, 58 MINUTES AND 57 SECONDS IN
 KV5313'DIRECTION WAS FOUND TO REFERENCE MARK NO 1, IT IS BELIEVED A 180
 KV5313'DEGREE ERROR WAS MADE IN 1935.  A DIFFERENCE OF 26 MINUTES AND 49
 KV5313'SECONDS IN DIRECTION WAS ALSO FOUND TO REFERENCE MARK NO 2.
 KV5313'
 KV5313'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NOTHEAST OF ALLENTOWN,
 KV5313'12.5 KM (7.75 MI) SOUTHWEST OF ENGLISHTOWN AND 6.5 KM (4.0 MI)
 KV5313'SOUTHEAST OF HIGHTSTOWN ON A LOW HILL WITH LARGE TREES AND THICK THORN
 KV5313'BUSHES.  OWNERSHIP--THE OWNERSHIP HAS CHANGED SINCE RECOVERY IN 1982
 KV5313'AND WILL CHANGE AGAIN AS IT IS BEING DEVELOPED FOR 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 TURN SHARP RIGHT AND GO
 KV5313'SOUTH ON SOUTH MAIN STREET FOR 0.56 KM KM0.35 MI) TO ETRA ROAD ON THE
 KV5313'LEFT.  TURN LEFT, EAST, FOR 4.6 KM (2.85 MI) TO THE MERCER-MONMOUTH
 KV5313'COUNTY LINE.  CONTINUE EAST ON THE PAVED ROAD NOW CALLED THE
 KV5313'PERRINVILLE ROAD FOR 3.4 KM (2.1 MI) TO A ROAD LEFT.  TURN LEFT ONTO
 KV5313'DISBORO HILL ROAD FOR 1.2 KM (0.75 MI) TO THE NEWLY CUT ROAD ON THE
 KV5313'LEFT.  MEANDER WESTERLY ON THE ROAD AND ANOTHER NOW ONLY STAKED FOR
 KV5313'0.32 KM (0.2 MI) ON THE LEFT APPROXIMATELY 20 METERS FROM THE PROPOSED
 KV5313'ROAD.
 KV5313'
 KV5313'THE STATION IS A STANDARD CGS DISK STAMPED ---DISBORO 2 1935---, SET
 KV5313'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE PROJECTING 8
 KV5313'CM ABOVE GROUND.  LOCATED 31.2 METERS (102.5 FT) WEST-SOUTHWEST FROM
 KV5313'THE WITNESS POST NEAR STATION DISBORO 1839, 24.2 METERS (79.4 FT)
 KV5313'WEST-SOUTHWEST FROM A 8 INCH CROOKED TREE WITH A DEEP NOTCH ON ITS
 KV5313'SIDE, 2.2 METERS (7.2 FT) EAST FROM A 36 INCH OAK TREE WITH A BLAZE ON
 KV5313'THE EAST SIDE, 1.2 METERS (4.0 FT) SOUTHEAST FROM A CARSONITE WITNESS
 KV5313'POST AND 1.2 METERS (4.0 FT) NORTH FROM THE DIM TRAIL
 KV5313'
 KV5313'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED
 KV5313'---DISBORO 2 NO 1 1935---, SET INTO THE TOP OF A SQUARE CONCRETE
 KV5313'MONUMENT 30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED 29.0
 KV5313'METERS (95.2 FT) EAST-NORTHEAST FROM THE WITNESS POST NEAREST TO
 KV5313'STATION DISBORO 2, 5.1 METERS (16.6 FT) SOUTHEAST FROM THE 8 INCH
 KV5313'CROOKED TREE WITH THE NOTCH, 4.4 METERS (14.5 FT) SOUTHWEST FROM THE
 KV5313'WITNESS POST NEAREST TO STATION DISBORO 1839 AND 3.0 METERS (10.0 FT)
 KV5313'SOUTH FROM THE DIM TRAIL.  MARK IS .3 METERS BELOW THE STATION.
 KV5313'
 KV5313'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED
 KV5313'---DISBORO 2 NO 2 1935---, SET INTO THE TOP OF A SQUARE CONCRETE
 KV5313'MONUMENT 30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED 18.5
 KV5313'METERS (60.8 FT) SOUTH FROM THE WITNESS POST NEAREST STATION DISBORO 2
 KV5313'1935, 17.7 METERS (58.0 FT) SOUTH FROM THE 36 INCH OAK TREE AND 9.1
 KV5313'METERS (30.0 FT) EAST FROM THE DIM WOODS TRAIL.  MARK IS .3 METERS
 KV5313'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 BE
 KV5313'WRITTEN WITHIN A SHORT TIME , DUE TO THE FACT THAT THE LAND IS UNDER
 KV5313'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. POUST.
 KV5313
 KV5313                          STATION RECOVERY (1996)
 KV5313
 KV5313'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5313'RECOVERED IN GOOD CONDITION.
 KV5313
 KV5313                          STATION RECOVERY (2024)
 KV5313
 KV5313'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2024 (JRO)
 KV5313'DID NOT OBTAIN ACCESS TO THE PROPERTY BUT OBTAINED UPDATED
 KV5313'INFORMATION.  ALL THE MARKS IF STILL EXISTING WOULD BE IN THE REAR,
 KV5313'UPPER AND SOUTHWEST PORTION OF LOT 6.11, BLOCK 12, WHICH IS ON THE
 KV5313'EAST SIDE OF THE T-JUNCTION OF PERRINE CIRCLE AND PRINCESS COURT AS
 KV5313'SHOWN ON THE FINAL PLAT FOR DISBROW HILL ESTATES, MILLSTONE TOWNSHIP,
 KV5313'FILED IN 1988.
 KV5313'
 KV5313'THE AREA OF THE MARKS IS IN OR NEAR A 70 FT (21.3 M) BY 140 FT (42.7
 KV5313'M) CONSERVATION EASEMENT WHICH IS JOINED TO A 20 FT (6.1 M) WIDE
 KV5313'ACCESS EASEMENT THAT RUNS ALONG THE SOUTHEAST AND THEN SOUTHWEST LINES
 KV5313'OF THE LOT.  DISBORO 1839 1982 (THE REMARKED HASSLER STATION) AND THIS
 KV5313'MARK ALONG WITH REFERENCE MARK 1 ARE BELIEVED TO FALL IN THE
 KV5313'CONSERVATION EASEMENT WHEREAS RMS 2, 3 AND 4 ARE THOUGHT TO BE
 KV5313'SLIGHTLY OUTSIDE IT - REFERENCE MARK 3 TO THE NORTHEAST AND RMS 2 AND
 KV5313'4 TO THE SE.
 KV5313'
 KV5313'AN IRON FENCE WITH SECURITY GATE SURROUNDS THE PROPERTY.  THE DRIVEWAY
 KV5313'IS OFF PERRINE CIRCLE.  PRACTICALLY SPEAKING, THE CONSERVATION AND
 KV5313'ACCESS EASEMENTS APPEAR USELESS, AS AGAINST THE RIGHTS OF THE OWNER TO
 KV5313'CONTROL ACCESS AND USE.  THE CONSERVATION EASEMENT DOCUMENT MENTIONS
 KV5313'EROSION CONTROL; MAINTAINING OPEN SPACE IN A NATURAL STATE; PROMOTING
 KV5313'HEALTH, SAFETY AND GENERAL WELFARE; AND SUCH OTHER USE AS MILLSTONE
 KV5313'TOWNSHIP MAY DEEM REASONABLE AND NECESSARY.  NO MENTION OF MONUMENT
 KV5313'PRESERVATION THAT ONE MIGHT INFER FROM SEEING THE EASEMENT ON THE
 KV5313'FILED MAP IS IN THE EASEMENT DOCUMENT FOUND.  NO DOCUMENT REGARDING
 KV5313'THE ACCESS EASEMENT WAS FOUND BUT THE FENCE PRECLUDES ENTRY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3971 ***********************************************************************
 KV3971  DESIGNATION -  DITCH
 KV3971  PID         -  KV3971
 KV3971  STATE/COUNTY-  NJ/BERGEN
 KV3971  COUNTRY     -  US
 KV3971  USGS QUAD   -  WEEHAWKEN (2016)
 KV3971
 KV3971                         *CURRENT SURVEY CONTROL
 KV3971  ______________________________________________________________________
 KV3971* NAD 83(1996) POSITION- 40 50 43.41343(N) 074 07 08.06887(W)   ADJUSTED
 KV3971* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV3971  ______________________________________________________________________
 KV3971  GEOID HEIGHT    -        -32.134 (meters)                     GEOID18
 KV3971  LAPLACE CORR    -          6.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3971.GEOID18 height accuracy estimate available here.
 KV3971
 KV3971.Click photographs - Photos may exist for this station.
 KV3971
 KV3971.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3971
 KV3971. The following values were computed from the NAD 83(1996) position.
 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 CITY HALL SPIRE                  329 06 18.0
 KV3971:SPC NY L     -  PASSAIC CITY HALL SPIRE                  329 25 55.3
 KV3971:UTM  18      -  PASSAIC CITY HALL SPIRE                  328 46 40.7
 KV3971
 KV3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7427421967(NAD 83)
 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  USSD        -  40 50 43.42900(N)    074 07 09.45500(W) AD(       ) 3
 KV3971
 KV3971.Superseded values are not recommended for survey control.
 KV3971
 KV3971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3971.See file dsdata.pdf to determine how the superseded data were derived.
 KV3971
 KV3971_MARKER: DS = TRIANGULATION STATION DISK
 KV3971_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3971_MARK LOGO: CGS
 KV3971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV3911 ***********************************************************************
 KV3911  DESIGNATION -  DOME
 KV3911  PID         -  KV3911
 KV3911  STATE/COUNTY-  NJ/BERGEN
 KV3911  COUNTRY     -  US
 KV3911  USGS QUAD   -  HACKENSACK (2019)
 KV3911
 KV3911                         *CURRENT SURVEY CONTROL
 KV3911  ______________________________________________________________________
 KV3911* NAD 83(1996) POSITION- 40 52 42.87304(N) 074 02 37.43134(W)   ADJUSTED
 KV3911* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV3911  ______________________________________________________________________
 KV3911  GEOID HEIGHT    -        -31.865 (meters)                     GEOID18
 KV3911  LAPLACE CORR    -          7.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3911.GEOID18 height accuracy estimate available here.
 KV3911
 KV3911.Click photographs - Photos may exist for this station.
 KV3911
 KV3911.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3911
 KV3911. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000458  x   0.99991820  =   0.99992278
 KV3911!SPC NY L     -   1.00000458  x   0.99999502  =   0.99999960
 KV3911!UTM  18      -   1.00000458  x   0.99967990  =   0.99968447
 KV3911
 KV3911:                Primary Azimuth Mark                     Grid Az
 KV3911:SPC NJ       -  HACKENSACK CH IMM CONC SPIRE             172 59 11.8
 KV3911:SPC NY L     -  HACKENSACK CH IMM CONC SPIRE             173 18 49.8
 KV3911:UTM  18      -  HACKENSACK CH IMM CONC SPIRE             172 39 33.7
 KV3911
 KV3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8057125718(NAD 83)
 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
 KV3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3911.See file dsdata.pdf to determine how the superseded data were derived.
 KV3911
 KV3911_MARKER: DS = TRIANGULATION STATION DISK
 KV3911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3911_SP_SET: BUILDING ROOF
 KV3911_STAMPING: DOME 1932
 KV3911_MARK LOGO: CGS
 KV3911_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV4745 ***********************************************************************
 KV4745  DESIGNATION -  DONNER COMPANY CHIMNEY
 KV4745  PID         -  KV4745
 KV4745  STATE/COUNTY-  NJ/ESSEX
 KV4745  COUNTRY     -  US
 KV4745  USGS QUAD   -  ELIZABETH (2016)
 KV4745
 KV4745                         *CURRENT SURVEY CONTROL
 KV4745  ______________________________________________________________________
 KV4745* NAD 83(1996) POSITION- 40 43 46.58736(N) 074 09 19.94085(W)   ADJUSTED
 KV4745  ______________________________________________________________________
 KV4745  GEOID HEIGHT    -        -32.273 (meters)                     GEOID18
 KV4745  LAPLACE CORR    -          5.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4745.GEOID18 height accuracy estimate available here.
 KV4745
 KV4745.Click photographs - Photos may exist for this station.
 KV4745
 KV4745.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4745
 KV4745. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7131009084(NAD 83)
 KV4745
 KV4745                          SUPERSEDED SURVEY CONTROL
 KV4745
 KV4745  NAD 83(1996)-  40 43 46.58725(N)    074 09 19.94107(W) AD(       ) 3
 KV4745  NAD 83(1986)-  40 43 46.58580(N)    074 09 19.94432(W) AD(       ) 3
 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
 KV4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4745.See file dsdata.pdf to determine how the superseded data were derived.
 KV4745
 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 = JULY 24, 2026 22:12:30 EDT
 KV6045 ***********************************************************************
 KV6045  DESIGNATION -  DOT NORTH
 KV6045  PID         -  KV6045
 KV6045  STATE/COUNTY-  NJ/MERCER
 KV6045  COUNTRY     -  US
 KV6045  USGS QUAD   -  PENNINGTON (2019)
 KV6045
 KV6045                         *CURRENT SURVEY CONTROL
 KV6045  ______________________________________________________________________
 KV6045* NAD 83(1986) POSITION- 40 15 26.03   (N) 074 47 55.82   (W)   HD_HELD1
 KV6045* NAVD 88 ORTHO HEIGHT -    37.144 (meters)      121.86  (feet) ADJUSTED
 KV6045  ______________________________________________________________________
 KV6045  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 KV6045  DYNAMIC HEIGHT  -         37.127 (meters)      121.81  (feet) COMP
 KV6045  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 KV6045
 KV6045  VERT ORDER      -  FIRST     CLASS I
 KV6045
 KV6045.The horizontal coordinates were determined by differentially corrected
 KV6045.hand held GPS observations or other comparable positioning techniques
 KV6045.and have an estimated accuracy of +/- 3 meters.
 KV6045
 KV6045.The orthometric height was determined by differential leveling and
 KV6045.adjusted by the NATIONAL GEODETIC SURVEY
 KV6045.in June 1991.
 KV6045
 KV6045.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6045.GEOID18 height accuracy estimate available here.
 KV6045
 KV6045.Click photographs - Photos may exist for this station.
 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       -   158,116.5     124,579.5     MT  (+/- 3 meters HH1 GPS) 
 KV6045
 KV6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1710656327(NAD 83)
 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
 KV6045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6045.See file dsdata.pdf to determine how the superseded data were derived.
 KV6045
 KV6045_MARKER: DD = SURVEY DISK
 KV6045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6045_STAMPING: DOT NORTH 1988
 KV6045_MARK LOGO: NJGS
 KV6045_PROJECTION: FLUSH
 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 - January 07, 2022
 KV6045
 KV6045  HISTORY     - Date     Condition        Report By
 KV6045  HISTORY     - 1988     MONUMENTED       NJGS
 KV6045  HISTORY     - 19910313 GOOD             NJGS
 KV6045  HISTORY     - 19960229 GOOD             NJGS
 KV6045  HISTORY     - 20071026 GOOD             NJGS
 KV6045  HISTORY     - 20090320 GOOD             NJGS
 KV6045  HISTORY     - 20191119 GOOD             GPI
 KV6045  HISTORY     - 20220107 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.
 KV6045
 KV6045                          STATION RECOVERY (2007)
 KV6045
 KV6045'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (ECB)
 KV6045'THE STATION IS 0.5 METERS SOUTH FROM A WHITE PVC FENCE POST WITH A
 KV6045'METAL NJSG WITNESS SIGN ATTACHED.
 KV6045
 KV6045                          STATION RECOVERY (2009)
 KV6045
 KV6045'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 KV6045'RECOVERED AS DESCRIBED.
 KV6045
 KV6045                          STATION RECOVERY (2019)
 KV6045
 KV6045'RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)
 KV6045'RECOVERED IN GOOD CONDITION.
 KV6045
 KV6045                          STATION RECOVERY (2022)
 KV6045
 KV6045'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV6045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6044 ***********************************************************************
 KV6044  DESIGNATION -  DOT SOUTH
 KV6044  PID         -  KV6044
 KV6044  STATE/COUNTY-  NJ/MERCER
 KV6044  COUNTRY     -  US
 KV6044  USGS QUAD   -  PENNINGTON (2019)
 KV6044
 KV6044                         *CURRENT SURVEY CONTROL
 KV6044  ______________________________________________________________________
 KV6044* NAD 83(2011) POSITION- 40 15 25.50375(N) 074 47 55.33875(W)   ADJUSTED
 KV6044* NAD 83(2011) ELLIP HT-     4.103 (meters)        (06/27/12)   ADJUSTED
 KV6044* NAD 83(2011) EPOCH   -  2010.00
 KV6044* NAVD 88 ORTHO HEIGHT -    37.452 (meters)      122.87  (feet) ADJUSTED
 KV6044  ______________________________________________________________________
 KV6044  GEOID HEIGHT    -        -33.369 (meters)                     GEOID18
 KV6044  NAD 83(2011) X  -  1,278,098.362 (meters)                     COMP
 KV6044  NAD 83(2011) Y  - -4,703,763.350 (meters)                     COMP
 KV6044  NAD 83(2011) Z  -  4,099,814.416 (meters)                     COMP
 KV6044  LAPLACE CORR    -          4.53  (seconds)                    DEFLEC18
 KV6044  DYNAMIC HEIGHT  -         37.434 (meters)      122.81  (feet) COMP
 KV6044  MODELED GRAVITY -    980,166.0   (mgal)                       NAVD 88
 KV6044
 KV6044  VERT ORDER      -  FIRST     CLASS I
 KV6044
 KV6044  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6044  Standards:
 KV6044         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6044            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6044  -------------------------------------------------------------------
 KV6044  NETWORK    0.26   0.65           0.12   0.09   0.33     -0.03230374
 KV6044  -------------------------------------------------------------------
 KV6044  Click here for local accuracies and other accuracy information.
 KV6044
 KV6044.The horizontal coordinates were established by GPS observations
 KV6044.and adjusted by the National Geodetic Survey in June 2012.
 KV6044
 KV6044.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6044.been affixed to the stable North American tectonic plate. See 
 KV6044.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6044
 KV6044.The horizontal coordinates are valid at the epoch date displayed above
 KV6044.which is a decimal equivalence of Year/Month/Day.
 KV6044
 KV6044.The orthometric height was determined by differential leveling and
 KV6044.adjusted by the NATIONAL GEODETIC SURVEY
 KV6044.in June 1991.
 KV6044
 KV6044.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6044.GEOID18 height accuracy estimate available here.
 KV6044
 KV6044.Click photographs - Photos may exist for this station.
 KV6044
 KV6044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6044
 KV6044.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6044
 KV6044.The ellipsoidal height was determined by GPS observations
 KV6044.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6044
 KV6044;                    North         East     Units Scale Factor Converg.
 KV6044;SPC NJ       -   158,100.260   124,590.848   MT  0.99990794   -0 11 34.9
 KV6044;SPC NJ       -   518,700.60    408,761.81   sFT  0.99990794   -0 11 34.9
 KV6044;SPC PA S     -   106,763.158   851,019.297   MT  0.99996518   +1 54 53.2
 KV6044;SPC PA S     -   350,272.13  2,792,052.48   sFT  0.99996518   +1 54 53.2
 KV6044;UTM  18      - 4,456,311.136   517,117.858   MT  0.99960361   +0 07 48.3
 KV6044
 KV6044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6044!SPC NJ       -   0.99999936  x   0.99990794  =   0.99990730
 KV6044!SPC PA S     -   0.99999936  x   0.99996518  =   0.99996454
 KV6044!UTM  18      -   0.99999936  x   0.99960361  =   0.99960297
 KV6044
 KV6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1711756311(NAD 83)
 KV6044
 KV6044|---------------------------------------------------------------------|
 KV6044| PID    Reference Object                     Distance      Geod. Az  |
 KV6044|                                                           dddmmss.s |
 KV6044| DG7014 TRENTON CORS ARP                    182.043 METERS 07037     |
 KV6044|---------------------------------------------------------------------|
 KV6044
 KV6044                          SUPERSEDED SURVEY CONTROL
 KV6044
 KV6044  NAD 83(2007)-  40 15 25.50408(N)    074 47 55.33944(W) AD(2002.00) 0
 KV6044  ELLIP H (02/10/07)    4.094  (m)                       GP(2002.00)    
 KV6044  NAD 83(1996)-  40 15 25.50397(N)    074 47 55.33935(W) AD(       ) B
 KV6044  ELLIP H (06/06/05)    4.119  (m)                       GP(       ) 3 1
 KV6044  ELLIP H (10/23/02)    4.118  (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)    4.144  (m)                       GP(       ) 4 1
 KV6044  NAD 83(1986)-  40 15 25.50351(N)    074 47 55.34209(W) AD(       ) 1
 KV6044  NAVD 88              37.45   (m)          122.9    (f) LEVELING    3  
 KV6044  NGVD 29              37.76   (m)          123.9    (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
 KV6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6044.See file dsdata.pdf to determine how the superseded data were derived.
 KV6044
 KV6044_MARKER: DD = SURVEY DISK
 KV6044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - June 05, 2024
 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  HISTORY     - 20070419 GOOD             UE
 KV6044  HISTORY     - 20071026 GOOD             NJGS
 KV6044  HISTORY     - 20090227 GOOD             NJGS
 KV6044  HISTORY     - 20240525 GOOD             NJGS
 KV6044  HISTORY     - 20240605 GOOD             AAAS
 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.
 KV6044
 KV6044                          STATION RECOVERY (2007)
 KV6044
 KV6044'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV6044'RECOVERED IN GOOD CONDITION.
 KV6044
 KV6044                          STATION RECOVERY (2007)
 KV6044
 KV6044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (ECB)
 KV6044'THE STATION IS 1.0 METERS SOUTH FROM A WHITE PVC FENCE POST WITH A
 KV6044'METAL NJSG WITNESS SIGN ATTACHED.
 KV6044
 KV6044                          STATION RECOVERY (2009)
 KV6044
 KV6044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 KV6044'RECOVERED AS DESCRIBED.
 KV6044
 KV6044                          STATION RECOVERY (2024)
 KV6044
 KV6044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 KV6044'RECOVERED AS DESCRIBED.
 KV6044
 KV6044                          STATION RECOVERY (2024)
 KV6044
 KV6044'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4430 ***********************************************************************
 JU4430  DESIGNATION -  DOVER 1
 JU4430  PID         -  JU4430
 JU4430  STATE/COUNTY-  NJ/OCEAN
 JU4430  COUNTRY     -  US
 JU4430  USGS QUAD   -  TOMS RIVER (2019)
 JU4430
 JU4430                         *CURRENT SURVEY CONTROL
 JU4430  ______________________________________________________________________
 JU4430* NAD 83(2011) POSITION- 39 57 23.56367(N) 074 12 22.79058(W)   ADJUSTED
 JU4430* NAD 83(2011) ELLIP HT-   -23.894 (meters)        (06/27/12)   ADJUSTED
 JU4430* NAD 83(2011) EPOCH   -  2010.00
 JU4430* NAVD 88 ORTHO HEIGHT -     9.058 (meters)       29.72  (feet) ADJUSTED
 JU4430  ______________________________________________________________________
 JU4430  GEOID HEIGHT    -        -33.009 (meters)                     GEOID18
 JU4430  NAD 83(2011) X  -  1,332,506.204 (meters)                     COMP
 JU4430  NAD 83(2011) Y  - -4,710,963.812 (meters)                     COMP
 JU4430  NAD 83(2011) Z  -  4,074,272.933 (meters)                     COMP
 JU4430  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 JU4430  DYNAMIC HEIGHT  -          9.054 (meters)       29.70  (feet) COMP
 JU4430  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 JU4430
 JU4430  VERT ORDER      -  FIRST     CLASS II
 JU4430
 JU4430  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4430  Standards:
 JU4430         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4430            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4430  -------------------------------------------------------------------
 JU4430  NETWORK    0.69   1.00           0.30   0.26   0.51     -0.06399623
 JU4430  -------------------------------------------------------------------
 JU4430  Click here for local accuracies and other accuracy information.
 JU4430
 JU4430.The horizontal coordinates were established by GPS observations
 JU4430.and adjusted by the National Geodetic Survey in June 2012.
 JU4430
 JU4430.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4430.been affixed to the stable North American tectonic plate. See 
 JU4430.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4430
 JU4430.The horizontal coordinates are valid at the epoch date displayed above
 JU4430.which is a decimal equivalence of Year/Month/Day.
 JU4430
 JU4430.The orthometric height was determined by differential leveling and
 JU4430.adjusted by the NATIONAL GEODETIC SURVEY
 JU4430.in May 2011.
 JU4430
 JU4430.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4430.GEOID18 height accuracy estimate available here.
 JU4430
 JU4430.Click photographs - Photos may exist for this station.
 JU4430
 JU4430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4430
 JU4430.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4430
 JU4430.The ellipsoidal height was determined by GPS observations
 JU4430.and is referenced to NAD 83.
 JU4430
 JU4430.The dynamic height is computed by dividing the NAVD 88
 JU4430.geopotential number by the normal gravity value computed on the
 JU4430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4430.degrees latitude (g = 980.6199 gals.).
 JU4430
 JU4430.The modeled gravity was interpolated from observed gravity values.
 JU4430
 JU4430. The following values were computed from the NAD 83(2011) position.
 JU4430
 JU4430;                    North         East     Units Scale Factor Converg.
 JU4430;SPC NJ       -   124,731.245   175,090.952   MT  0.99990775   +0 11 19.0
 JU4430;SPC NJ       -   409,222.43    574,444.23   sFT  0.99990775   +0 11 19.0
 JU4430;UTM  18      - 4,423,235.750   567,790.681   MT  0.99965657   +0 30 35.0
 JU4430
 JU4430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4430!SPC NJ       -   1.00000375  x   0.99990775  =   0.99991150
 JU4430!UTM  18      -   1.00000375  x   0.99965657  =   0.99966032
 JU4430
 JU4430:                Primary Azimuth Mark                     Grid Az
 JU4430:SPC NJ       -  DOVER 2                                  001 59 01.1
 JU4430:UTM  18      -  DOVER 2                                  001 39 45.1
 JU4430
 JU4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6779023235(NAD 83)
 JU4430
 JU4430|---------------------------------------------------------------------|
 JU4430| PID    Reference Object                     Distance      Geod. Az  |
 JU4430|                                                           dddmmss.s |
 JU4430| JU4431 DOVER 2                             APPROX. 0.6 KM 0021020.1 |
 JU4430|---------------------------------------------------------------------|
 JU4430
 JU4430                          SUPERSEDED SURVEY CONTROL
 JU4430
 JU4430  NAD 83(2007)-  39 57 23.56413(N)    074 12 22.79112(W) AD(2002.00) 0
 JU4430  ELLIP H (02/10/07)  -23.884  (m)                       GP(2002.00)    
 JU4430  ELLIP H (10/23/02)  -23.870  (m)                       GP(       ) 4 1
 JU4430  NAD 83(1996)-  39 57 23.56382(N)    074 12 22.79085(W) AD(       ) 1
 JU4430  ELLIP H (05/14/99)  -23.889  (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)  -23.830  (m)                       GP(       ) 3 1
 JU4430  NAVD 88 (04/25/94)    9.1    (m)  GEOID93  model used  GPS OBS        
 JU4430
 JU4430.Superseded values are not recommended for survey control.
 JU4430
 JU4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4430.See file dsdata.pdf to determine how the superseded data were derived.
 JU4430
 JU4430_MARKER: DD = SURVEY DISK
 JU4430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU4430_SP_SET: BRIDGE SIDEWALK
 JU4430_STAMPING: DOVER 1 1991
 JU4430_MARK LOGO: NJHA
 JU4430_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4430+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2017
 JU4430
 JU4430  HISTORY     - Date     Condition        Report By
 JU4430  HISTORY     - 1991     MONUMENTED       NJHA
 JU4430  HISTORY     - 19930514 GOOD
 JU4430  HISTORY     - 20060810 GOOD             BANC
 JU4430  HISTORY     - 20070920 GOOD             NJGS
 JU4430  HISTORY     - 20170608 GOOD             AAAS
 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.
 JU4430
 JU4430                          STATION RECOVERY (2006)
 JU4430
 JU4430'RECOVERY NOTE BY BANC 3 2006 (SC)
 JU4430'RECOVERED IN GOOD CONDITION.
 JU4430
 JU4430                          STATION RECOVERY (2007)
 JU4430
 JU4430'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU4430'RECOVERED AS DESCRIBED.
 JU4430
 JU4430                          STATION RECOVERY (2017)
 JU4430
 JU4430'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 JU4430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5691 ***********************************************************************
 KV5691  DESIGNATION -  DRENNAN
 KV5691  PID         -  KV5691
 KV5691  STATE/COUNTY-  NJ/BURLINGTON
 KV5691  COUNTRY     -  US
 KV5691  USGS QUAD   -  BEVERLY (2016)
 KV5691
 KV5691                         *CURRENT SURVEY CONTROL
 KV5691  ______________________________________________________________________
 KV5691* NAD 83(1996) POSITION- 40 03 48.46123(N) 074 56 04.51250(W)   ADJUSTED
 KV5691* NAVD 88 ORTHO HEIGHT -     7.    (meters)       23.    (feet) SCALED
 KV5691  ______________________________________________________________________
 KV5691  GEOID HEIGHT    -        -32.936 (meters)                     GEOID18
 KV5691  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5691.GEOID18 height accuracy estimate available here.
 KV5691
 KV5691.Click photographs - Photos may exist for this station.
 KV5691
 KV5691.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5691
 KV5691. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000412  x   0.99991691  =   0.99992103
 KV5691!SPC PA S     -   1.00000412  x   0.99998220  =   0.99998632
 KV5691!UTM  18      -   1.00000412  x   0.99960038  =   0.99960450
 KV5691
 KV5691:                Primary Azimuth Mark                     Grid Az
 KV5691:SPC NJ       -  BEVERLY WALL ROPE WORKS TANK             119 55 53.3
 KV5691:SPC PA S     -  BEVERLY WALL ROPE WORKS TANK             117 49 30.5
 KV5691:UTM  18      -  BEVERLY WALL ROPE WORKS TANK             119 36 34.7
 KV5691
 KV5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0557834802(NAD 83)
 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
 KV5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5691.See file dsdata.pdf to determine how the superseded data were derived.
 KV5691
 KV5691_MARKER: DS = TRIANGULATION STATION DISK
 KV5691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5691_MARK LOGO: CGS
 KV5691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5691+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV5228 ***********************************************************************
 KV5228  DESIGNATION -  DREW
 KV5228  PID         -  KV5228
 KV5228  STATE/COUNTY-  NJ/OCEAN
 KV5228  COUNTRY     -  US
 KV5228  USGS QUAD   -  POINT PLEASANT (2019)
 KV5228
 KV5228                         *CURRENT SURVEY CONTROL
 KV5228  ______________________________________________________________________
 KV5228* NAD 83(1996) POSITION- 40 00 13.83809(N) 074 06 33.11449(W)   ADJUSTED
 KV5228* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV5228  ______________________________________________________________________
 KV5228  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 KV5228  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5228.GEOID18 height accuracy estimate available here.
 KV5228
 KV5228.Click photographs - Photos may exist for this station.
 KV5228
 KV5228.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5228
 KV5228. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5228:SPC NJ       -  CHADWICK                                 113 58 01.4
 KV5228:UTM  18      -  CHADWICK                                 113 38 44.2
 KV5228
 KV5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7603428563(NAD 83)
 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
 KV5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5228.See file dsdata.pdf to determine how the superseded data were derived.
 KV5228
 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 = JULY 24, 2026 22:12:30 EDT
 KV4089 ***********************************************************************
 KV4089  DESIGNATION -  DRY
 KV4089  PID         -  KV4089
 KV4089  STATE/COUNTY-  NJ/BERGEN
 KV4089  COUNTRY     -  US
 KV4089  USGS QUAD   -  WEEHAWKEN (2016)
 KV4089
 KV4089                         *CURRENT SURVEY CONTROL
 KV4089  ______________________________________________________________________
 KV4089* NAD 83(1996) POSITION- 40 47 10.13900(N) 074 05 43.96367(W)   ADJUSTED
 KV4089* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4089  ______________________________________________________________________
 KV4089  GEOID HEIGHT    -        -32.082 (meters)                     GEOID18
 KV4089  LAPLACE CORR    -          6.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4089.GEOID18 height accuracy estimate available here.
 KV4089
 KV4089.Click photographs - Photos may exist for this station.
 KV4089
 KV4089.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4089
 KV4089. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000493  x   0.99991434  =   0.99991927
 KV4089!SPC NY L     -   1.00000493  x   0.99999552  =   1.00000045
 KV4089!UTM  18      -   1.00000493  x   0.99967168  =   0.99967661
 KV4089
 KV4089:                Primary Azimuth Mark                     Grid Az
 KV4089:SPC NJ       -  SECAUCUS ERIE RR TERMINAL CHIM           138 00 03.9
 KV4089:SPC NY L     -  SECAUCUS ERIE RR TERMINAL CHIM           138 19 40.0
 KV4089:UTM  18      -  SECAUCUS ERIE RR TERMINAL CHIM           137 40 27.9
 KV4089
 KV4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7631115411(NAD 83)
 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 1564950.9 |
 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
 KV4089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4089.See file dsdata.pdf to determine how the superseded data were derived.
 KV4089
 KV4089_MARKER: I = METAL ROD
 KV4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4089+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU3213 ***********************************************************************
 JU3213  DESIGNATION -  DUBIN
 JU3213  PID         -  JU3213
 JU3213  STATE/COUNTY-  NJ/GLOUCESTER
 JU3213  COUNTRY     -  US
 JU3213  USGS QUAD   -  PHILADELPHIA (2019)
 JU3213
 JU3213                         *CURRENT SURVEY CONTROL
 JU3213  ______________________________________________________________________
 JU3213* NAD 83(1996) POSITION- 39 52 37.66695(N) 075 10 19.47606(W)   ADJUSTED
 JU3213* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3213  ______________________________________________________________________
 JU3213  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 JU3213  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3213.GEOID18 height accuracy estimate available here.
 JU3213
 JU3213.Click photographs - Photos may exist for this station.
 JU3213
 JU3213.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3213
 JU3213. The following values were computed from the NAD 83(1996) position.
 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 SUP BLDG 5 TANK                353 09 02.6
 JU3213:SPC PA S     -  PHIL NAVY SUP BLDG 5 TANK                351 02 50.2
 JU3213:UTM  18      -  PHIL NAVY SUP BLDG 5 TANK                352 49 48.5
 JU3213
 JU3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8528514134(NAD 83)
 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
 JU3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3213.See file dsdata.pdf to determine how the superseded data were derived.
 JU3213
 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 = JULY 24, 2026 22:12:30 EDT
 JU2619 ***********************************************************************
 JU2619  DESIGNATION -  DUDLEY
 JU2619  PID         -  JU2619
 JU2619  STATE/COUNTY-  NJ/OCEAN
 JU2619  COUNTRY     -  US
 JU2619  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2619
 JU2619                         *CURRENT SURVEY CONTROL
 JU2619  ______________________________________________________________________
 JU2619* NAD 83(1996) POSITION- 39 51 50.18690(N) 074 05 09.92631(W)   ADJUSTED
 JU2619* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 JU2619  ______________________________________________________________________
 JU2619  GEOID HEIGHT    -        -33.155 (meters)                     GEOID18
 JU2619  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2619.GEOID18 height accuracy estimate available here.
 JU2619
 JU2619.Click photographs - Photos may exist for this station.
 JU2619
 JU2619.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2619
 JU2619. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000433  x   0.99991543  =   0.99991975
 JU2619!UTM  18      -   1.00000433  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7816613055(NAD 83)
 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  USSD        -  39 51 50.18700(N)    074 05 11.31400(W) AD(       ) 3
 JU2619
 JU2619.Superseded values are not recommended for survey control.
 JU2619
 JU2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2619.See file dsdata.pdf to determine how the superseded data were derived.
 JU2619
 JU2619_MARKER: DS = TRIANGULATION STATION DISK
 JU2619_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 CB1438 ***********************************************************************
 CB1438  DESIGNATION -  DUDLEY RM 2
 CB1438  PID         -  CB1438
 CB1438  STATE/COUNTY-  NJ/OCEAN
 CB1438  COUNTRY     -  US
 CB1438  USGS QUAD   -  BARNEGAT LIGHT (2019)
 CB1438
 CB1438                         *CURRENT SURVEY CONTROL
 CB1438  ______________________________________________________________________
 CB1438* NAD 83(1986) POSITION- 39 51 51.77   (N) 074 05 13.55   (W)   HD_HELD1
 CB1438* NAVD 88 ORTHO HEIGHT -     2.614 (meters)        8.58  (feet) ADJUSTED
 CB1438  ______________________________________________________________________
 CB1438  GEOID HEIGHT    -        -33.154 (meters)                     GEOID18
 CB1438  DYNAMIC HEIGHT  -          2.613 (meters)        8.57  (feet) COMP
 CB1438  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 CB1438
 CB1438  VERT ORDER      -  FIRST     CLASS II
 CB1438
 CB1438.The horizontal coordinates were determined by differentially corrected
 CB1438.hand held GPS observations or other comparable positioning techniques
 CB1438.and have an estimated accuracy of +/- 3 meters.
 CB1438
 CB1438.The orthometric height was determined by differential leveling and
 CB1438.adjusted by the NATIONAL GEODETIC SURVEY
 CB1438.in September 2015.
 CB1438
 CB1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1438.GEOID18 height accuracy estimate available here.
 CB1438
 CB1438.Click photographs - Photos may exist for this station.
 CB1438
 CB1438.The dynamic height is computed by dividing the NAVD 88
 CB1438.geopotential number by the normal gravity value computed on the
 CB1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1438.degrees latitude (g = 980.6199 gals.).
 CB1438
 CB1438.The modeled gravity was interpolated from observed gravity values.
 CB1438
 CB1438;                    North         East    Units  Estimated Accuracy
 CB1438;SPC NJ       -   114,539.2     185,325.5     MT  (+/- 3 meters HH1 GPS) 
 CB1438
 CB1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7807913103(NAD 83)
 CB1438
 CB1438                          SUPERSEDED SURVEY CONTROL
 CB1438
 CB1438.No superseded survey control is available for this station.
 CB1438
 CB1438_MARKER: DR = REFERENCE MARK DISK
 CB1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1438_STAMPING: DUDLEY NO 2
 CB1438_MARK LOGO: CGS
 CB1438_PROJECTION: FLUSH
 CB1438_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1438+STABILITY: SURFACE MOTION
 CB1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB1438+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 CB1438
 CB1438  HISTORY     - Date     Condition        Report By
 CB1438  HISTORY     - 1926     MONUMENTED       CGS
 CB1438  HISTORY     - 20120718 GOOD             NJGS
 CB1438
 CB1438                          STATION DESCRIPTION
 CB1438
 CB1438'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 CB1438'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH OF BARNEGAT LIGHT,
 CB1438'5.8 MI (9.3 KM) EAST-NORTHEAST OF FORKED RIVER AND 4.3 MI (6.9 KM)
 CB1438'SOUTH OF SEASIDE PARK.
 CB1438'
 CB1438'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 CB1438'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 CB1438'
 CB1438'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 CB1438'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 CB1438'ROAD, FOR 2.85 MI (4.6 KM) TO A METAL WITNESS POST WITH SIGN ATTACHED
 CB1438'ALONG THE WEST EDGE OF PAVING OF SHORE ROAD.  PARK TRUCK AND PACK
 CB1438'NORTHWEST FROM THE METAL WITNESS POST WITH SIGN ATTACHED, ALONG A LOW
 CB1438'AREA BETWEEN TWO PARALLEL SAND DUNES RUNNING NORTHWEST FOR ABOUT 152.0
 CB1438'FT (46.3 M) TO THE STATION AHEAD, SET FLUSH WITH THE GROUND WITHIN A
 CB1438'FLAT AREA OF THE DUNE.
 CB1438'
 CB1438'THE STATION IS 1.0 FT (0.3 M) EAST FROM A METAL WITNESS POST WITH SIGN
 CB1438'ATTACHED.  THE PATH LEADING TO THE STATION IS 117 FT (35.7 M) SOUTH
 CB1438'FROM UNDERGROUND TELEPHONE BOX NUMBER 518 AND ELECTRIC UTILITY BOX
 CB1438'NUMBER PE 22 ON THE EAST SIDE OF SHORE ROAD.  THE AREA SURROUNDING THE
 CB1438'STATION APPEARS TO BE A FORMER REFUSE DUMP WITH SCRAP METAL AND DEBRIS
 CB1438'LITTERING THE DUNE AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2959 ***********************************************************************
 JU2959  DESIGNATION -  DUN
 JU2959  PID         -  JU2959
 JU2959  STATE/COUNTY-  NJ/CAPE MAY
 JU2959  COUNTRY     -  US
 JU2959  USGS QUAD   -  STONE HARBOR (2019)
 JU2959
 JU2959                         *CURRENT SURVEY CONTROL
 JU2959  ______________________________________________________________________
 JU2959* NAD 83(1996) POSITION- 39 02 34.61223(N) 074 47 20.31399(W)   ADJUSTED
 JU2959* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2959  ______________________________________________________________________
 JU2959  GEOID HEIGHT    -        -35.344 (meters)                     GEOID18
 JU2959  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2959.GEOID18 height accuracy estimate available here.
 JU2959
 JU2959.Click photographs - Photos may exist for this station.
 JU2959
 JU2959.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2959
 JU2959. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960956
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1826121563(NAD 83)
 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
 JU2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2959.See file dsdata.pdf to determine how the superseded data were derived.
 JU2959
 JU2959_MARKER: DS = TRIANGULATION STATION DISK
 JU2959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 JU3397 ***********************************************************************
 JU3397  DESIGNATION -  DUNKS
 JU3397  PID         -  JU3397
 JU3397  STATE/COUNTY-  NJ/CUMBERLAND
 JU3397  COUNTRY     -  US
 JU3397  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU3397
 JU3397                         *CURRENT SURVEY CONTROL
 JU3397  ______________________________________________________________________
 JU3397* NAD 83(1996) POSITION- 39 21 54.99299(N) 075 23 38.67896(W)   ADJUSTED
 JU3397* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3397  ______________________________________________________________________
 JU3397  GEOID HEIGHT    -        -33.902 (meters)                     GEOID18
 JU3397  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3397.GEOID18 height accuracy estimate available here.
 JU3397
 JU3397.Click photographs - Photos may exist for this station.
 JU3397
 JU3397.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3397
 JU3397. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000521  x   0.99961419  =   0.99961940
 JU3397
 JU3397:                Primary Azimuth Mark                     Grid Az
 JU3397:SPC NJ       -  ARNOLD                                   311 49 32.8
 JU3397:UTM  18      -  ARNOLD                                   311 30 31.0
 JU3397
 JU3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6605257386(NAD 83)
 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                              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
 JU3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3397.See file dsdata.pdf to determine how the superseded data were derived.
 JU3397
 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 = JULY 24, 2026 22:12:30 EDT
 JU3395 ***********************************************************************
 JU3395  DESIGNATION -  DUNKS USE 1932
 JU3395  PID         -  JU3395
 JU3395  STATE/COUNTY-  NJ/CUMBERLAND
 JU3395  COUNTRY     -  US
 JU3395  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU3395
 JU3395                         *CURRENT SURVEY CONTROL
 JU3395  ______________________________________________________________________
 JU3395* NAD 83(1996) POSITION- 39 21 40.54671(N) 075 23 32.60512(W)   ADJUSTED
 JU3395* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3395  ______________________________________________________________________
 JU3395  GEOID HEIGHT    -        -33.909 (meters)                     GEOID18
 JU3395  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3395.GEOID18 height accuracy estimate available here.
 JU3395
 JU3395.Click photographs - Photos may exist for this station.
 JU3395
 JU3395.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3395
 JU3395. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000521  x   0.99961407  =   0.99961928
 JU3395
 JU3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6619556940(NAD 83)
 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
 JU3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3395.See file dsdata.pdf to determine how the superseded data were derived.
 JU3395
 JU3395_MARKER: Z = SEE DESCRIPTION
 JU3395_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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 = JULY 24, 2026 22:12:30 EDT
 KU4042 ***********************************************************************
 KU4042  DESIGNATION -  DYCK
 KU4042  PID         -  KU4042
 KU4042  STATE/COUNTY-  NJ/BERGEN
 KU4042  COUNTRY     -  US
 KU4042  USGS QUAD   -  YONKERS (2019)
 KU4042
 KU4042                         *CURRENT SURVEY CONTROL
 KU4042  ______________________________________________________________________
 KU4042* NAD 83(2011) POSITION- 40 53 01.54410(N) 073 56 35.70163(W)   ADJUSTED
 KU4042* NAD 83(2011) ELLIP HT-   -29.655 (meters)        (06/27/12)   ADJUSTED
 KU4042* NAD 83(2011) EPOCH   -  2010.00
 KU4042* NAVD 88 ORTHO HEIGHT -     1.8   (meters)        6.    (feet) GPS OBS
 KU4042  ______________________________________________________________________
 KU4042  NAVD 88 orthometric height was determined with an earlier geoid model
 KU4042  GEOID HEIGHT    -        -31.491 (meters)                     GEOID18
 KU4042  NAD 83(2011) X  -  1,335,657.412 (meters)                     COMP
 KU4042  NAD 83(2011) Y  - -4,640,638.481 (meters)                     COMP
 KU4042  NAD 83(2011) Z  -  4,152,653.019 (meters)                     COMP
 KU4042  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 KU4042
 KU4042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KU4042  Standards:
 KU4042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KU4042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KU4042  -------------------------------------------------------------------
 KU4042  NETWORK    1.39   1.88           0.43   0.65   0.96     -0.26185265
 KU4042  -------------------------------------------------------------------
 KU4042  Click here for local accuracies and other accuracy information.
 KU4042
 KU4042.The horizontal coordinates were established by GPS observations
 KU4042.and adjusted by the National Geodetic Survey in June 2012.
 KU4042
 KU4042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KU4042.been affixed to the stable North American tectonic plate. See 
 KU4042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KU4042
 KU4042.The horizontal coordinates are valid at the epoch date displayed above
 KU4042.which is a decimal equivalence of Year/Month/Day.
 KU4042
 KU4042.The orthometric height was determined by GPS observations and a
 KU4042.high-resolution geoid model.
 KU4042
 KU4042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4042.GEOID18 height accuracy estimate available here.
 KU4042
 KU4042.Click photographs - Photos may exist for this station.
 KU4042
 KU4042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4042
 KU4042.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4042
 KU4042.The ellipsoidal height was determined by GPS observations
 KU4042.and is referenced to NAD 83.
 KU4042
 KU4042. The following values were computed from the NAD 83(2011) position.
 KU4042
 KU4042;                    North         East     Units Scale Factor Converg.
 KU4042;SPC NJ       -   227,789.540   196,919.837   MT  0.99992709   +0 21 51.9
 KU4042;SPC NJ       -   747,339.52    646,061.17   sFT  0.99992709   +0 21 51.9
 KU4042;SPC NY E     -   227,789.540   196,919.837   MT  0.99992709   +0 21 51.9
 KU4042;SPC NY E     -   747,339.52    646,061.17   sFT  0.99992709   +0 21 51.9
 KU4042;UTM  18      - 4,526,391.120   589,030.939   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  =   0.99970221
 KU4042
 KU4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8903026391(NAD 83)
 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(2007)-  40 53 01.54427(N)    073 56 35.70248(W) AD(2002.00) 0
 KU4042  ELLIP H (02/10/07)  -29.634  (m)                       GP(2002.00)    
 KU4042  ELLIP H (10/23/02)  -29.623  (m)                       GP(       ) 4 1
 KU4042  NAD 83(1996)-  40 53 01.54435(N)    073 56 35.70338(W) AD(       ) 1
 KU4042  ELLIP H (05/14/99)  -29.620  (m)                       GP(       ) 4 1
 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
 KU4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4042.See file dsdata.pdf to determine how the superseded data were derived.
 KU4042
 KU4042_MARKER: DS = TRIANGULATION STATION DISK
 KU4042_SETTING: 80 = SET 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     - 20210505 MARK NOT FOUND   NJGS
 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 (2021)
 KU4042
 KU4042'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KU4042'DISK HAS BEEN REMOVED FROM STEM. HEIGHT NO LONGER VALID.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3284 ***********************************************************************
 JU3284  DESIGNATION -  DYNAMITE
 JU3284  PID         -  JU3284
 JU3284  STATE/COUNTY-  NJ/GLOUCESTER
 JU3284  COUNTRY     -  US
 JU3284  USGS QUAD   -  BRIDGEPORT (2019)
 JU3284
 JU3284                         *CURRENT SURVEY CONTROL
 JU3284  ______________________________________________________________________
 JU3284* NAD 83(1996) POSITION- 39 50 32.13882(N) 075 18 25.43684(W)   ADJUSTED
 JU3284* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3284  ______________________________________________________________________
 JU3284  GEOID HEIGHT    -        -32.982 (meters)                     GEOID18
 JU3284  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3284.GEOID18 height accuracy estimate available here.
 JU3284
 JU3284.Click photographs - Photos may exist for this station.
 JU3284
 JU3284.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3284
 JU3284. The following values were computed from the NAD 83(1996) position.
 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       -  EDDYSTONE GEN STEEL CASTING TK           328 36 34.5
 JU3284:SPC PA S     -  EDDYSTONE GEN STEEL CASTING TK           326 30 27.1
 JU3284:UTM  18      -  EDDYSTONE GEN STEEL CASTING TK           328 17 21.2
 JU3284
 JU3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7372810295(NAD 83)
 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
 JU3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3284.See file dsdata.pdf to determine how the superseded data were derived.
 JU3284
 JU3284_MARKER: DS = TRIANGULATION STATION DISK
 JU3284_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 LY0693 ***********************************************************************
 LY0693  DESIGNATION -  E
 LY0693  PID         -  LY0693
 LY0693  STATE/COUNTY-  NJ/SUSSEX
 LY0693  COUNTRY     -  US
 LY0693  USGS QUAD   -  FRANKLIN (2019)
 LY0693
 LY0693                         *CURRENT SURVEY CONTROL
 LY0693  ______________________________________________________________________
 LY0693* NAD 83(1986) POSITION- 41 07 02.     (N) 074 35 29.     (W)   SCALED
 LY0693* NAVD 88 ORTHO HEIGHT -   177.493 (meters)      582.33  (feet) ADJUSTED
 LY0693  ______________________________________________________________________
 LY0693  GEOID HEIGHT    -        -32.496 (meters)                     GEOID18
 LY0693  DYNAMIC HEIGHT  -        177.416 (meters)      582.07  (feet) COMP
 LY0693  MODELED GRAVITY -    980,187.6   (mgal)                       NAVD 88
 LY0693
 LY0693  VERT ORDER      -  FIRST     CLASS II
 LY0693
 LY0693.The horizontal coordinates were scaled from a map and have
 LY0693.an estimated accuracy of +/- 6 seconds.
 LY0693
 LY0693.The orthometric height was determined by differential leveling and
 LY0693.adjusted by the NATIONAL GEODETIC SURVEY
 LY0693.in June 1991.
 LY0693
 LY0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0693.GEOID18 height accuracy estimate available here.
 LY0693
 LY0693.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343518(NAD 83)
 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
 LY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0693.See file dsdata.pdf to determine how the superseded data were derived.
 LY0693
 LY0693_MARKER: R = RIVET
 LY0693_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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             CGS
 LY0693  HISTORY     - 20060920 MARK NOT FOUND   AASCO
 LY0693
 LY0693                          STATION DESCRIPTION
 LY0693
 LY0693'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0750 ***********************************************************************
 KV0750  DESIGNATION -  E 1
 KV0750  PID         -  KV0750
 KV0750  STATE/COUNTY-  NJ/MONMOUTH
 KV0750  COUNTRY     -  US
 KV0750  USGS QUAD   -  KEYPORT (2016)
 KV0750
 KV0750                         *CURRENT SURVEY CONTROL
 KV0750  ______________________________________________________________________
 KV0750* NAD 83(1986) POSITION- 40 25 56.     (N) 074 12 00.     (W)   SCALED
 KV0750* NAVD 88 ORTHO HEIGHT -    10.731 (meters)       35.21  (feet) ADJUSTED
 KV0750  ______________________________________________________________________
 KV0750  GEOID HEIGHT    -        -32.361 (meters)                     GEOID18
 KV0750  DYNAMIC HEIGHT  -         10.727 (meters)       35.19  (feet) COMP
 KV0750  MODELED GRAVITY -    980,222.7   (mgal)                       NAVD 88
 KV0750
 KV0750  VERT ORDER      -  FIRST     CLASS II
 KV0750
 KV0750.The horizontal coordinates were scaled from a map and have
 KV0750.an estimated accuracy of +/- 6 seconds.
 KV0750
 KV0750.The orthometric height was determined by differential leveling and
 KV0750.adjusted by the NATIONAL GEODETIC SURVEY
 KV0750.in June 1991.
 KV0750
 KV0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0750.GEOID18 height accuracy estimate available here.
 KV0750
 KV0750.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK678760(NAD 83)
 KV0750
 KV0750                          SUPERSEDED SURVEY CONTROL
 KV0750
 KV0750  NGVD 29 (04/16/92)   10.962  (m)           35.96   (f) ADJUSTED    1 2
 KV0750  NGVD 29 (??/??/87)   11.095  (m)           36.40   (f) SUPERSEDED  1 2
 KV0750
 KV0750.Superseded values are not recommended for survey control.
 KV0750
 KV0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0750.See file dsdata.pdf to determine how the superseded data were derived.
 KV0750
 KV0750_MARKER: DB = BENCH MARK DISK
 KV0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0750_SP_SET: STONE DOORSILL
 KV0750_STAMPING: 1914 E 1 36.411
 KV0750_MARK LOGO: CGS
 KV0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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  HISTORY     - 20141030 MARK NOT FOUND   NJGS
 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.
 KV0750
 KV0750                          STATION RECOVERY (2014)
 KV0750
 KV0750'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV0750'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0661 ***********************************************************************
 JU0661  DESIGNATION -  E 10
 JU0661  PID         -  JU0661
 JU0661  STATE/COUNTY-  NJ/SALEM
 JU0661  COUNTRY     -  US
 JU0661  USGS QUAD   -  MARCUS HOOK (2019)
 JU0661
 JU0661                         *CURRENT SURVEY CONTROL
 JU0661  ______________________________________________________________________
 JU0661* NAD 83(1986) POSITION- 39 46 28.57   (N) 075 24 05.34   (W)   HD_HELD1
 JU0661* NAVD 88 ORTHO HEIGHT -     1.902 (meters)        6.24  (feet) POSTED
 JU0661  ______________________________________________________________________
 JU0661  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 JU0661  DYNAMIC HEIGHT  -          1.90  (meters)        6.2   (feet) COMP
 JU0661  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 JU0661
 JU0661  VERT ORDER      -  * POSTED, SEE BELOW
 JU0661
 JU0661.The horizontal coordinates were determined by differentially corrected
 JU0661.hand held GPS observations or other comparable positioning techniques
 JU0661.and have an estimated accuracy of +/- 3 meters.
 JU0661
 JU0661.The orthometric height was determined by differential leveling
 JU0661.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0661
 JU0661.* This is a POSTED BENCH MARK height.
 JU0661
 JU0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0661.GEOID18 height accuracy estimate available here.
 JU0661
 JU0661.Click photographs - Photos may exist for this station.
 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       -   104,879.2      72,773.5     MT  (+/- 3 meters HH1 GPS) 
 JU0661
 JU0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6561702817(NAD 83)
 JU0661
 JU0661                          SUPERSEDED SURVEY CONTROL
 JU0661
 JU0661  NGVD 29 (11/26/84)    2.253  (m)            7.39   (f) ADJUSTED    1 2
 JU0661
 JU0661.Superseded values are not recommended for survey control.
 JU0661
 JU0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0661.See file dsdata.pdf to determine how the superseded data were derived.
 JU0661
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2230 ***********************************************************************
 JU2230  DESIGNATION -  E 100
 JU2230  PID         -  JU2230
 JU2230  STATE/COUNTY-  NJ/CAMDEN
 JU2230  COUNTRY     -  US
 JU2230  USGS QUAD   -  CAMDEN (2019)
 JU2230
 JU2230                         *CURRENT SURVEY CONTROL
 JU2230  ______________________________________________________________________
 JU2230* NAD 83(1986) POSITION- 39 58 03.63   (N) 075 03 56.34   (W)   HD_HELD1
 JU2230* NAVD 88 ORTHO HEIGHT -     8.041 (meters)       26.38  (feet) ADJUSTED
 JU2230  ______________________________________________________________________
 JU2230  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 JU2230  DYNAMIC HEIGHT  -          8.037 (meters)       26.37  (feet) COMP
 JU2230  MODELED GRAVITY -    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 determined by differentially corrected
 JU2230.hand held GPS observations or other comparable positioning techniques
 JU2230.and have an estimated accuracy of +/- 3 meters.
 JU2230
 JU2230.The orthometric height was determined by differential leveling and
 JU2230.adjusted by the NATIONAL GEODETIC SURVEY
 JU2230.in June 1991.
 JU2230
 JU2230.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2230.GEOID18 height accuracy estimate available here.
 JU2230
 JU2230.Click photographs - Photos may exist for this station.
 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
 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       -   126,078.8     101,678.9     MT  (+/- 3 meters HH1 GPS) 
 JU2230
 JU2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9439324171(NAD 83)
 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
 JU2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2230.See file dsdata.pdf to determine how the superseded data were derived.
 JU2230
 JU2230_MARKER: F = FLANGE-ENCASED ROD
 JU2230_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2230_STAMPING: E 100 1978
 JU2230_MARK LOGO: NGS
 JU2230_PROJECTION: RECESSED
 JU2230_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2230+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2014
 JU2230_ROD/PIPE-DEPTH: 9.1 meters
 JU2230_SLEEVE-DEPTH  : 6.1 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  HISTORY     - 20070714 GOOD             UE
 JU2230  HISTORY     - 20140718 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.
 JU2230
 JU2230                          STATION RECOVERY (2007)
 JU2230
 JU2230'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2230'RECOVERED IN GOOD CONDITION.
 JU2230
 JU2230                          STATION RECOVERY (2014)
 JU2230
 JU2230'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (IS)
 JU2230'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH FROM RUNNEMEDE,
 JU2230'6.5 MI (10.5 KM) WEST FROM MOORESTOWN AND 4.1 MI (6.6 KM) NORTHEAST
 JU2230'FROM CAMDEN AND IN THE TOWNSHIP OF PENNSAUKEN.
 JU2230'
 JU2230'TO REACH THE STATION FROM THE INTERSECTION OF COVE ROAD (COUNTY ROAD
 JU2230'616) AND RIVER ROAD (COUNTY ROAD 543), GO SOUTHWEST ON RIVER ROAD FOR
 JU2230'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT ON THE GROUNDS OF
 JU2230'PENNSAUKEN MUNICIPAL POOL.
 JU2230'
 JU2230'THE STATION IS 7.0 FT (2.1 M) SOUTH FROM THE WOOD UTILITY POLE NUMBER
 JU2230'67580, 97.8 FT (29.8 M) NORTHEAST FROM THE WOOD UTILITY POLE NUMBER
 JU2230'65919, 24.5 FT (7.5 M) SOUTH-SOUTHWEST FROM A FIRE HYDRANT, 5.3 FT
 JU2230'(1.6 M) SOUTHEAST FROM EAST CURB OF RIVER ROAD AND 29.7 FT (9.1 M)
 JU2230'SOUTHEAST FROM CENTERLINE OF RIVER ROAD AND ENCASED IN A 4-IN (10 CM)
 JU2230'PVC PIPE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3411 ***********************************************************************
 KV3411  DESIGNATION -  E 101
 KV3411  PID         -  KV3411
 KV3411  STATE/COUNTY-  NJ/ESSEX
 KV3411  COUNTRY     -  US
 KV3411  USGS QUAD   -  ORANGE (2016)
 KV3411
 KV3411                         *CURRENT SURVEY CONTROL
 KV3411  ______________________________________________________________________
 KV3411* NAD 83(1986) POSITION- 40 46 23.5    (N) 074 09 40.3    (W)   HD_HELD2
 KV3411* NAVD 88 ORTHO HEIGHT -    22.337 (meters)       73.28  (feet) ADJUSTED
 KV3411  ______________________________________________________________________
 KV3411  GEOID HEIGHT    -        -32.278 (meters)                     GEOID18
 KV3411  DYNAMIC HEIGHT  -         22.328 (meters)       73.25  (feet) COMP
 KV3411  MODELED GRAVITY -    980,219.5   (mgal)                       NAVD 88
 KV3411
 KV3411  VERT ORDER      -  FIRST     CLASS II
 KV3411
 KV3411.The horizontal coordinates were established by autonomous hand held GPS
 KV3411.observations and have an estimated accuracy of +/- 10 meters.
 KV3411
 KV3411.The orthometric height was determined by differential leveling and
 KV3411.adjusted by the NATIONAL GEODETIC SURVEY
 KV3411.in June 1991.
 KV3411
 KV3411.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3411.GEOID18 height accuracy estimate available here.
 KV3411
 KV3411.Click photographs - Photos may exist for this station.
 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       -   215,418.      178,600.      MT  (+/- 10 meters HH2 GPS)
 KV3411
 KV3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7078613918(NAD 83)
 KV3411
 KV3411                          SUPERSEDED SURVEY CONTROL
 KV3411
 KV3411  NGVD 29 (11/26/84)   22.661  (m)           74.35   (f) ADJUSTED    1 2
 KV3411
 KV3411.Superseded values are not recommended for survey control.
 KV3411
 KV3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3411.See file dsdata.pdf to determine how the superseded data were derived.
 KV3411
 KV3411_MARKER: DV = VERTICAL CONTROL DISK
 KV3411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3411_SP_SET: FOUNDATION
 KV3411_STAMPING: E 101 1979
 KV3411_MARK LOGO: NGS
 KV3411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3411
 KV3411  HISTORY     - Date     Condition        Report By
 KV3411  HISTORY     - 1979     MONUMENTED       NGS
 KV3411  HISTORY     - 20191203 GOOD             BOSWEL
 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.
 KV3411
 KV3411                          STATION RECOVERY (2019)
 KV3411
 KV3411'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (RRR)
 KV3411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3443 ***********************************************************************
 KV3443  DESIGNATION -  E 102
 KV3443  PID         -  KV3443
 KV3443  STATE/COUNTY-  NJ/MORRIS
 KV3443  COUNTRY     -  US
 KV3443  USGS QUAD   -  POMPTON PLAINS (2016)
 KV3443
 KV3443                         *CURRENT SURVEY CONTROL
 KV3443  ______________________________________________________________________
 KV3443* NAD 83(1986) POSITION- 40 59 14.6    (N) 074 18 00.9    (W)   HD_HELD2
 KV3443* NAVD 88 ORTHO HEIGHT -    61.219 (meters)      200.85  (feet) ADJUSTED
 KV3443  ______________________________________________________________________
 KV3443  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 KV3443  DYNAMIC HEIGHT  -         61.194 (meters)      200.77  (feet) COMP
 KV3443  MODELED GRAVITY -    980,210.3   (mgal)                       NAVD 88
 KV3443
 KV3443  VERT ORDER      -  FIRST     CLASS II
 KV3443
 KV3443.The horizontal coordinates were established by autonomous hand held GPS
 KV3443.observations and have an estimated accuracy of +/- 10 meters.
 KV3443
 KV3443.The orthometric height was determined by differential leveling and
 KV3443.adjusted by the NATIONAL GEODETIC SURVEY
 KV3443.in June 1991.
 KV3443
 KV3443.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3443.GEOID18 height accuracy estimate available here.
 KV3443
 KV3443.Click photographs - Photos may exist for this station.
 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       -   239,166.      166,808.      MT  (+/- 10 meters HH2 GPS)
 KV3443
 KV3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5886137592(NAD 83)
 KV3443
 KV3443                          SUPERSEDED SURVEY CONTROL
 KV3443
 KV3443  NGVD 29 (11/26/84)   61.529  (m)          201.87   (f) ADJUSTED    1 2
 KV3443
 KV3443.Superseded values are not recommended for survey control.
 KV3443
 KV3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3443.See file dsdata.pdf to determine how the superseded data were derived.
 KV3443
 KV3443_MARKER: DV = VERTICAL CONTROL DISK
 KV3443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - August 28, 2010
 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  HISTORY     - 20100827 GOOD             BOSWEL
 KV3443  HISTORY     - 20100828 GOOD             BOSWEL
 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.
 KV3443
 KV3443                          STATION RECOVERY (2010)
 KV3443
 KV3443'RECOVERY NOTE BY BOSWELL ENGINEERING 2010 (AB)
 KV3443'RECOVERED IN GOOD CONDITION.
 KV3443
 KV3443                          STATION RECOVERY (2010)
 KV3443
 KV3443'RECOVERY NOTE BY BOSWELL ENGINEERING 2010 (AB)
 KV3443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2269 ***********************************************************************
 LY2269  DESIGNATION -  E 103
 LY2269  PID         -  LY2269
 LY2269  STATE/COUNTY-  NJ/BERGEN
 LY2269  COUNTRY     -  US
 LY2269  USGS QUAD   -  RAMSEY (2019)
 LY2269
 LY2269                         *CURRENT SURVEY CONTROL
 LY2269  ______________________________________________________________________
 LY2269* NAD 83(1986) POSITION- 41 03 37.     (N) 074 08 27.     (W)   SCALED
 LY2269* NAVD 88 ORTHO HEIGHT -   116.500 (meters)      382.22  (feet) ADJUSTED
 LY2269  ______________________________________________________________________
 LY2269  GEOID HEIGHT    -        -31.972 (meters)                     GEOID18
 LY2269  DYNAMIC HEIGHT  -        116.453 (meters)      382.06  (feet) COMP
 LY2269  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 LY2269
 LY2269  VERT ORDER      -  FIRST     CLASS II
 LY2269
 LY2269.The horizontal coordinates were scaled from a map and have
 LY2269.an estimated accuracy of +/- 6 seconds.
 LY2269
 LY2269.The orthometric height was determined by differential leveling and
 LY2269.adjusted by the NATIONAL GEODETIC SURVEY
 LY2269.in June 1991.
 LY2269
 LY2269.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2269.GEOID18 height accuracy estimate available here.
 LY2269
 LY2269.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL721458(NAD 83)
 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
 LY2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2269.See file dsdata.pdf to determine how the superseded data were derived.
 LY2269
 LY2269_MARKER: DV = VERTICAL CONTROL DISK
 LY2269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV0046 ***********************************************************************
 KV0046  DESIGNATION -  E 11
 KV0046  PID         -  KV0046
 KV0046  STATE/COUNTY-  NJ/UNION
 KV0046  COUNTRY     -  US
 KV0046  USGS QUAD   -  PERTH AMBOY (2016)
 KV0046
 KV0046                         *CURRENT SURVEY CONTROL
 KV0046  ______________________________________________________________________
 KV0046* NAD 83(1986) POSITION- 40 37 05.36   (N) 074 16 58.44   (W)   HD_HELD1
 KV0046* NAVD 88 ORTHO HEIGHT -    10.595 (meters)       34.76  (feet) ADJUSTED
 KV0046  ______________________________________________________________________
 KV0046  GEOID HEIGHT    -        -32.598 (meters)                     GEOID18
 KV0046  DYNAMIC HEIGHT  -         10.590 (meters)       34.74  (feet) COMP
 KV0046  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 KV0046
 KV0046  VERT ORDER      -  FIRST     CLASS I
 KV0046
 KV0046.The horizontal coordinates were determined by differentially corrected
 KV0046.hand held GPS observations or other comparable positioning techniques
 KV0046.and have an estimated accuracy of +/- 3 meters.
 KV0046
 KV0046.The orthometric height was determined by differential leveling and
 KV0046.adjusted by the NATIONAL GEODETIC SURVEY
 KV0046.in June 1991.
 KV0046
 KV0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0046.GEOID18 height accuracy estimate available here.
 KV0046
 KV0046.Click photographs - Photos may exist for this station.
 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       -   198,170.6     168,368.9     MT  (+/- 3 meters HH1 GPS) 
 KV0046
 KV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6065696617(NAD 83)
 KV0046
 KV0046                          SUPERSEDED SURVEY CONTROL
 KV0046
 KV0046  NGVD 29 (04/16/92)   10.917  (m)           35.82   (f) ADJUSTED    1 1
 KV0046  NGVD 29 (??/??/87)   10.940  (m)           35.89   (f) SUPERSEDED  1 1
 KV0046
 KV0046.Superseded values are not recommended for survey control.
 KV0046
 KV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0046.See file dsdata.pdf to determine how the superseded data were derived.
 KV0046
 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_MARK LOGO: CGS
 KV0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0046+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 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  HISTORY     - 20070603 GOOD             GEOCAC
 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.
 KV0046
 KV0046                          STATION RECOVERY (2007)
 KV0046
 KV0046'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0132 ***********************************************************************
 KV0132  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0132  DESIGNATION -  E 12 RESET
 KV0132  PID         -  KV0132
 KV0132  STATE/COUNTY-  NJ/BERGEN
 KV0132  COUNTRY     -  US
 KV0132  USGS QUAD   -  WEEHAWKEN (2016)
 KV0132
 KV0132                         *CURRENT SURVEY CONTROL
 KV0132  ______________________________________________________________________
 KV0132* NAD 83(1986) POSITION- 40 50 11.28   (N) 074 05 31.50   (W)   HD_HELD1
 KV0132* NAVD 88 ORTHO HEIGHT -    28.475 (meters)       93.42  (feet) ADJUSTED
 KV0132  ______________________________________________________________________
 KV0132  GEOID HEIGHT    -        -32.051 (meters)                     GEOID18
 KV0132  DYNAMIC HEIGHT  -         28.463 (meters)       93.38  (feet) COMP
 KV0132  MODELED GRAVITY -    980,232.1   (mgal)                       NAVD 88
 KV0132
 KV0132  VERT ORDER      -  FIRST     CLASS II
 KV0132
 KV0132.The horizontal coordinates were determined by differentially corrected
 KV0132.hand held GPS observations or other comparable positioning techniques
 KV0132.and have an estimated accuracy of +/- 3 meters.
 KV0132
 KV0132.The orthometric height was determined by differential leveling and
 KV0132.adjusted by the NATIONAL GEODETIC SURVEY
 KV0132.in June 1991.
 KV0132
 KV0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0132.GEOID18 height accuracy estimate available here.
 KV0132
 KV0132.This Tidal Bench Mark is designated as VM 7434
 KV0132.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0132
 KV0132.Click photographs - Photos may exist for this station.
 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       -   222,468.7     184,401.4     MT  (+/- 3 meters HH1 GPS) 
 KV0132
 KV0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7654621000(NAD 83)
 KV0132
 KV0132                          SUPERSEDED SURVEY CONTROL
 KV0132
 KV0132  NGVD 29 (11/26/84)   28.787  (m)           94.45   (f) ADJUSTED    1 2
 KV0132
 KV0132.Superseded values are not recommended for survey control.
 KV0132
 KV0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0132.See file dsdata.pdf to determine how the superseded data were derived.
 KV0132
 KV0132_MARKER: DB = BENCH MARK DISK
 KV0132_SETTING: 66 = SET IN ROCK OUTCROP
 KV0132_STAMPING: E 12 RESET 1957
 KV0132_MARK LOGO: CGS
 KV0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV0132+STABILITY: POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 LY0391 ***********************************************************************
 LY0391  DESIGNATION -  E 13
 LY0391  PID         -  LY0391
 LY0391  STATE/COUNTY-  NJ/PASSAIC
 LY0391  COUNTRY     -  US
 LY0391  USGS QUAD   -  WANAQUE (2019)
 LY0391
 LY0391                         *CURRENT SURVEY CONTROL
 LY0391  ______________________________________________________________________
 LY0391* NAD 83(1986) POSITION- 41 00 09.3    (N) 074 18 04.2    (W)   HD_HELD2
 LY0391* NAVD 88 ORTHO HEIGHT -    67.290 (meters)      220.77  (feet) ADJUSTED
 LY0391  ______________________________________________________________________
 LY0391  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 LY0391  DYNAMIC HEIGHT  -         67.262 (meters)      220.68  (feet) COMP
 LY0391  MODELED GRAVITY -    980,212.5   (mgal)                       NAVD 88
 LY0391
 LY0391  VERT ORDER      -  FIRST     CLASS II
 LY0391
 LY0391.The horizontal coordinates were established by autonomous hand held GPS
 LY0391.observations and have an estimated accuracy of +/- 10 meters.
 LY0391
 LY0391.The orthometric height was determined by differential leveling and
 LY0391.adjusted by the NATIONAL GEODETIC SURVEY
 LY0391.in June 1991.
 LY0391
 LY0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0391.GEOID18 height accuracy estimate available here.
 LY0391
 LY0391.Click photographs - Photos may exist for this station.
 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       -   240,853.      166,727.      MT  (+/- 10 meters HH2 GPS)
 LY0391
 LY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5877039278(NAD 83)
 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
 LY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0391.See file dsdata.pdf to determine how the superseded data were derived.
 LY0391
 LY0391_MARKER: DB = BENCH MARK DISK
 LY0391_SETTING: 66 = SET IN ROCK OUTCROP
 LY0391_STAMPING: 221.568 E 13 1933
 LY0391_MARK LOGO: CGS
 LY0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0391+STABILITY: POSITION/ELEVATION WELL
 LY0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0391+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2019
 LY0391
 LY0391  HISTORY     - Date     Condition        Report By
 LY0391  HISTORY     - 1942     MONUMENTED       CGS
 LY0391  HISTORY     - 1942     GOOD             CGS
 LY0391  HISTORY     - 1979     GOOD             NGS
 LY0391  HISTORY     - 20050104 GOOD             INDIV
 LY0391  HISTORY     - 20191013 GOOD             INDIV
 LY0391
 LY0391                          STATION DESCRIPTION
 LY0391
 LY0391'DESCRIBED BY COAST AND 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.
 LY0391
 LY0391                          STATION RECOVERY (2019)
 LY0391
 LY0391'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (DF)
 LY0391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0726 ***********************************************************************
 LY0726  DESIGNATION -  E 14
 LY0726  PID         -  LY0726
 LY0726  STATE/COUNTY-  NJ/SUSSEX
 LY0726  COUNTRY     -  US
 LY0726  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0726
 LY0726                         *CURRENT SURVEY CONTROL
 LY0726  ______________________________________________________________________
 LY0726* NAD 83(1986) POSITION- 41 19 18.2    (N) 074 40 41.2    (W)   HD_HELD2
 LY0726* NAVD 88 ORTHO HEIGHT -   405.334 (meters)     1329.83  (feet) ADJUSTED
 LY0726  ______________________________________________________________________
 LY0726  GEOID HEIGHT    -        -32.195 (meters)                     GEOID18
 LY0726  DYNAMIC HEIGHT  -        405.150 (meters)     1329.23  (feet) COMP
 LY0726  MODELED GRAVITY -    980,158.8   (mgal)                       NAVD 88
 LY0726
 LY0726  VERT ORDER      -  FIRST     CLASS II
 LY0726
 LY0726.The horizontal coordinates were established by autonomous hand held GPS
 LY0726.observations and have an estimated accuracy of +/- 10 meters.
 LY0726
 LY0726.The orthometric height was determined by differential leveling and
 LY0726.adjusted by the NATIONAL GEODETIC SURVEY
 LY0726.in June 1991.
 LY0726
 LY0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0726.GEOID18 height accuracy estimate available here.
 LY0726
 LY0726.Click photographs - Photos may exist for this station.
 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       -   276,289.      135,089.      MT  (+/- 10 meters HH2 GPS)
 LY0726
 LY0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2693974522(NAD 83)
 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
 LY0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0726.See file dsdata.pdf to determine how the superseded data were derived.
 LY0726
 LY0726_MARKER: DB = BENCH MARK DISK
 LY0726_SETTING: 80 = SET IN A BOULDER
 LY0726_STAMPING: 1330.378 E 14 1933
 LY0726_MARK LOGO: CGS
 LY0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0726+STABILITY: SURFACE MOTION
 LY0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0726+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2006
 LY0726
 LY0726  HISTORY     - Date     Condition        Report By
 LY0726  HISTORY     - 1933     MONUMENTED       CGS
 LY0726  HISTORY     - 1934     GOOD             CGS
 LY0726  HISTORY     - 20061014 GOOD             GEOCAC
 LY0726
 LY0726                          STATION DESCRIPTION
 LY0726
 LY0726'DESCRIBED BY COAST AND 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.
 LY0726
 LY0726                          STATION RECOVERY (2006)
 LY0726
 LY0726'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0726'FOUND BY DESCRIPTION.  HAND-HELD GPS COORDINATES N 41 19.303 W 74
 LY0726'40.686.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1270 ***********************************************************************
 KV1270  DESIGNATION -  E 15
 KV1270  PID         -  KV1270
 KV1270  STATE/COUNTY-  NJ/MORRIS
 KV1270  COUNTRY     -  US
 KV1270  USGS QUAD   -  STANHOPE (2016)
 KV1270
 KV1270                         *CURRENT SURVEY CONTROL
 KV1270  ______________________________________________________________________
 KV1270* NAD 83(1986) POSITION- 40 53 52.     (N) 074 42 56.     (W)   SCALED
 KV1270* NAVD 88 ORTHO HEIGHT -   259.904 (meters)      852.70  (feet) ADJUSTED
 KV1270  ______________________________________________________________________
 KV1270  GEOID HEIGHT    -        -32.875 (meters)                     GEOID18
 KV1270  DYNAMIC HEIGHT  -        259.785 (meters)      852.31  (feet) COMP
 KV1270  MODELED GRAVITY -    980,157.5   (mgal)                       NAVD 88
 KV1270
 KV1270  VERT ORDER      -  SECOND    CLASS 0
 KV1270
 KV1270.The horizontal coordinates were scaled from a map and have
 KV1270.an estimated accuracy of +/- 6 seconds.
 KV1270
 KV1270.The orthometric height was determined by differential leveling and
 KV1270.adjusted by the NATIONAL GEODETIC SURVEY
 KV1270.in June 1991.
 KV1270
 KV1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1270.GEOID18 height accuracy estimate available here.
 KV1270
 KV1270.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL239274(NAD 83)
 KV1270
 KV1270                          SUPERSEDED SURVEY CONTROL
 KV1270
 KV1270  NGVD 29 (11/26/84)  260.121  (m)          853.41   (f) ADJUSTED    2 0
 KV1270
 KV1270.Superseded values are not recommended for survey control.
 KV1270
 KV1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1270.See file dsdata.pdf to determine how the superseded data were derived.
 KV1270
 KV1270_MARKER: DB = BENCH MARK DISK
 KV1270_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV1270+WITH SETTING: PAVEMENT
 KV1270_SP_SET: FOUNDATION
 KV1270_STAMPING: 853.414 E 15 1933
 KV1270_MARK LOGO: CGS
 KV1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1270+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0946 ***********************************************************************
 KV0946  DESIGNATION -  E 16
 KV0946  PID         -  KV0946
 KV0946  STATE/COUNTY-  NJ/MIDDLESEX
 KV0946  COUNTRY     -  US
 KV0946  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0946
 KV0946                         *CURRENT SURVEY CONTROL
 KV0946  ______________________________________________________________________
 KV0946* NAD 83(1986) POSITION- 40 24 59.     (N) 074 21 41.     (W)   SCALED
 KV0946* NAVD 88 ORTHO HEIGHT -     1.808 (meters)        5.93  (feet) POSTED
 KV0946  ______________________________________________________________________
 KV0946  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 KV0946  DYNAMIC HEIGHT  -          1.81  (meters)        5.9   (feet) COMP
 KV0946  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 KV0946
 KV0946  VERT ORDER      -  * POSTED, SEE BELOW
 KV0946
 KV0946.The horizontal coordinates were scaled from a 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
 KV0946.* This is a POSTED BENCH MARK height.
 KV0946
 KV0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0946.GEOID18 height accuracy estimate available here.
 KV0946
 KV0946.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541741(NAD 83)
 KV0946
 KV0946                          SUPERSEDED SURVEY CONTROL
 KV0946
 KV0946  NGVD 29 (11/26/84)    2.191  (m)            7.19   (f) ADJUSTED    1 2
 KV0946
 KV0946.Superseded values are not recommended for survey control.
 KV0946
 KV0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0946.See file dsdata.pdf to determine how the superseded data were derived.
 KV0946
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1115 ***********************************************************************
 KV1115  DESIGNATION -  E 18
 KV1115  PID         -  KV1115
 KV1115  STATE/COUNTY-  NJ/HUNTERDON
 KV1115  COUNTRY     -  US
 KV1115  USGS QUAD   -  STOCKTON (2019)
 KV1115
 KV1115                         *CURRENT SURVEY CONTROL
 KV1115  ______________________________________________________________________
 KV1115* NAD 83(1986) POSITION- 40 23 16.     (N) 074 57 29.     (W)   SCALED
 KV1115* NAVD 88 ORTHO HEIGHT -    23.125 (meters)       75.87  (feet) ADJUSTED
 KV1115  ______________________________________________________________________
 KV1115  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 KV1115  DYNAMIC HEIGHT  -         23.113 (meters)       75.83  (feet) COMP
 KV1115  MODELED GRAVITY -    980,148.0   (mgal)                       NAVD 88
 KV1115
 KV1115  VERT ORDER      -  FIRST     CLASS I
 KV1115
 KV1115.The horizontal coordinates were scaled from a map and have
 KV1115.an estimated accuracy of +/- 6 seconds.
 KV1115
 KV1115.The orthometric height was determined by differential leveling and
 KV1115.adjusted by the NATIONAL GEODETIC SURVEY
 KV1115.in June 1991.
 KV1115
 KV1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1115.GEOID18 height accuracy estimate available here.
 KV1115
 KV1115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK035707(NAD 83)
 KV1115
 KV1115                          SUPERSEDED SURVEY CONTROL
 KV1115
 KV1115  NGVD 29 (01/10/92)   23.396  (m)           76.76   (f) ADJUSTED    1 1
 KV1115  NGVD 29 (??/??/87)   23.396  (m)           76.76   (f) SUPERSEDED  1 1
 KV1115
 KV1115.Superseded values are not recommended for survey control.
 KV1115
 KV1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1115.See file dsdata.pdf to determine how the superseded data were derived.
 KV1115
 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 = JULY 24, 2026 22:12:30 EDT
 KV1062 ***********************************************************************
 KV1062  DESIGNATION -  E 19
 KV1062  PID         -  KV1062
 KV1062  STATE/COUNTY-  NJ/HUNTERDON
 KV1062  COUNTRY     -  US
 KV1062  USGS QUAD   -  HOPEWELL (2019)
 KV1062
 KV1062                         *CURRENT SURVEY CONTROL
 KV1062  ______________________________________________________________________
 KV1062* NAD 83(1986) POSITION- 40 29 38.36   (N) 074 51 49.71   (W)   HD_HELD1
 KV1062* NAVD 88 ORTHO HEIGHT -    49.055 (meters)      160.94  (feet) ADJUSTED
 KV1062  ______________________________________________________________________
 KV1062  GEOID HEIGHT    -        -33.820 (meters)                     GEOID18
 KV1062  DYNAMIC HEIGHT  -         49.032 (meters)      160.87  (feet) COMP
 KV1062  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 KV1062
 KV1062  VERT ORDER      -  SECOND    CLASS 0
 KV1062
 KV1062.The horizontal coordinates were determined by differentially corrected
 KV1062.hand held GPS observations or other comparable positioning techniques
 KV1062.and have an estimated accuracy of +/- 3 meters.
 KV1062
 KV1062.The orthometric height was determined by differential leveling and
 KV1062.adjusted by the NATIONAL GEODETIC SURVEY
 KV1062.in June 1991.
 KV1062
 KV1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1062.GEOID18 height accuracy estimate available here.
 KV1062
 KV1062.Click photographs - Photos may exist for this station.
 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       -   184,424.7     119,161.1     MT  (+/- 3 meters HH1 GPS) 
 KV1062
 KV1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1154182596(NAD 83)
 KV1062
 KV1062                          SUPERSEDED SURVEY CONTROL
 KV1062
 KV1062  NGVD 29 (11/26/84)   49.298  (m)          161.74   (f) ADJUSTED    2 0
 KV1062
 KV1062.Superseded values are not recommended for survey control.
 KV1062
 KV1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1062.See file dsdata.pdf to determine how the superseded data were derived.
 KV1062
 KV1062_MARKER: DB = BENCH MARK DISK
 KV1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1062_SP_SET: UNDERPASS
 KV1062_STAMPING: E 19 1935
 KV1062_MARK LOGO: CGS
 KV1062_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1062+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2021
 KV1062
 KV1062  HISTORY     - Date     Condition        Report By
 KV1062  HISTORY     - 1935     MONUMENTED       CGS
 KV1062  HISTORY     - 1942     GOOD             CGS
 KV1062  HISTORY     - 19950909 GOOD             USPSQD
 KV1062  HISTORY     - 20190830 GOOD             NJGS
 KV1062  HISTORY     - 20210202 GOOD             NJGS
 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.
 KV1062
 KV1062                          STATION RECOVERY (2019)
 KV1062
 KV1062'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1062'RECOVERED IN GOOD CONDITION.
 KV1062
 KV1062                          STATION RECOVERY (2021)
 KV1062
 KV1062'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0952 ***********************************************************************
 KV0952  DESIGNATION -  E 2
 KV0952  PID         -  KV0952
 KV0952  STATE/COUNTY-  NJ/MIDDLESEX
 KV0952  COUNTRY     -  US
 KV0952  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0952
 KV0952                         *CURRENT SURVEY CONTROL
 KV0952  ______________________________________________________________________
 KV0952* NAD 83(1986) POSITION- 40 23 09.30   (N) 074 24 09.27   (W)   HD_HELD1
 KV0952* NAVD 88 ORTHO HEIGHT -     9.502 (meters)       31.17  (feet) POSTED
 KV0952  ______________________________________________________________________
 KV0952  GEOID HEIGHT    -        -32.655 (meters)                     GEOID18
 KV0952  DYNAMIC HEIGHT  -          9.50  (meters)       31.2   (feet) COMP
 KV0952  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 KV0952
 KV0952  VERT ORDER      -  * POSTED, SEE BELOW
 KV0952
 KV0952.The horizontal coordinates were determined by differentially corrected
 KV0952.hand held GPS observations or other comparable positioning techniques
 KV0952.and have an estimated accuracy of +/- 3 meters.
 KV0952
 KV0952.The orthometric height was determined by differential leveling
 KV0952.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KV0952
 KV0952.* This is a POSTED BENCH MARK height.
 KV0952
 KV0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0952.GEOID18 height accuracy estimate available here.
 KV0952
 KV0952.Click photographs - Photos may exist for this station.
 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       -   172,366.2     158,271.6     MT  (+/- 3 meters HH1 GPS) 
 KV0952
 KV0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5070770762(NAD 83)
 KV0952
 KV0952                          SUPERSEDED SURVEY CONTROL
 KV0952
 KV0952  NGVD 29 (11/26/84)    9.859  (m)           32.35   (f) ADJUSTED    1 2
 KV0952
 KV0952.Superseded values are not recommended for survey control.
 KV0952
 KV0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0952.See file dsdata.pdf to determine how the superseded data were derived.
 KV0952
 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 = JULY 24, 2026 22:12:30 EDT
 KV0664 ***********************************************************************
 KV0664  DESIGNATION -  E 20
 KV0664  PID         -  KV0664
 KV0664  STATE/COUNTY-  NJ/MORRIS
 KV0664  COUNTRY     -  US
 KV0664  USGS QUAD   -  CHATHAM (2019)
 KV0664
 KV0664                         *CURRENT SURVEY CONTROL
 KV0664  ______________________________________________________________________
 KV0664* NAD 83(1986) POSITION- 40 44 07.     (N) 074 22 47.     (W)   SCALED
 KV0664* NAVD 88 ORTHO HEIGHT -    74.166 (meters)      243.33  (feet) ADJUSTED
 KV0664  ______________________________________________________________________
 KV0664  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 KV0664  DYNAMIC HEIGHT  -         74.133 (meters)      243.22  (feet) COMP
 KV0664  MODELED GRAVITY -    980,189.1   (mgal)                       NAVD 88
 KV0664
 KV0664  VERT ORDER      -  SECOND    CLASS 0
 KV0664
 KV0664.The horizontal coordinates were scaled from a map and have
 KV0664.an estimated accuracy of +/- 6 seconds.
 KV0664
 KV0664.The orthometric height was determined by differential leveling and
 KV0664.adjusted by the NATIONAL GEODETIC SURVEY
 KV0664.in June 1991.
 KV0664
 KV0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0664.GEOID18 height accuracy estimate available here.
 KV0664
 KV0664.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL523095(NAD 83)
 KV0664
 KV0664                          SUPERSEDED SURVEY CONTROL
 KV0664
 KV0664  NGVD 29 (11/26/84)   74.461  (m)          244.29   (f) ADJUSTED    2 0
 KV0664
 KV0664.Superseded values are not recommended for survey control.
 KV0664
 KV0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0664.See file dsdata.pdf to determine how the superseded data were derived.
 KV0664
 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 = JULY 24, 2026 22:12:30 EDT
 KV1611 ***********************************************************************
 KV1611  DESIGNATION -  E 22
 KV1611  PID         -  KV1611
 KV1611  STATE/COUNTY-  NJ/WARREN
 KV1611  COUNTRY     -  US
 KV1611  USGS QUAD   -  BELVIDERE (2019)
 KV1611
 KV1611                         *CURRENT SURVEY CONTROL
 KV1611  ______________________________________________________________________
 KV1611* NAD 83(1986) POSITION- 40 45 50.     (N) 075 02 52.     (W)   SCALED
 KV1611* NAVD 88 ORTHO HEIGHT -   312.273 (meters)     1024.52  (feet) ADJUSTED
 KV1611  ______________________________________________________________________
 KV1611  GEOID HEIGHT    -        -33.610 (meters)                     GEOID18
 KV1611  DYNAMIC HEIGHT  -        312.123 (meters)     1024.02  (feet) COMP
 KV1611  MODELED GRAVITY -    980,134.4   (mgal)                       NAVD 88
 KV1611
 KV1611  VERT ORDER      -  SECOND    CLASS 0
 KV1611
 KV1611.The horizontal coordinates were scaled from a map and have
 KV1611.an estimated accuracy of +/- 6 seconds.
 KV1611
 KV1611.The orthometric height was determined by differential leveling and
 KV1611.adjusted by the NATIONAL GEODETIC SURVEY
 KV1611.in June 1991.
 KV1611
 KV1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1611.GEOID18 height accuracy estimate available here.
 KV1611
 KV1611.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL959125(NAD 83)
 KV1611
 KV1611                          SUPERSEDED SURVEY CONTROL
 KV1611
 KV1611  NGVD 29 (11/26/84)  312.489  (m)         1025.22   (f) ADJUSTED    2 0
 KV1611
 KV1611.Superseded values are not recommended for survey control.
 KV1611
 KV1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1611.See file dsdata.pdf to determine how the superseded data were derived.
 KV1611
 KV1611_MARKER: DB = BENCH MARK DISK
 KV1611_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV1596 ***********************************************************************
 KV1596  DESIGNATION -  E 23
 KV1596  PID         -  KV1596
 KV1596  STATE/COUNTY-  NJ/WARREN
 KV1596  COUNTRY     -  US
 KV1596  USGS QUAD   -  BELVIDERE (2019)
 KV1596
 KV1596                         *CURRENT SURVEY CONTROL
 KV1596  ______________________________________________________________________
 KV1596* NAD 83(1986) POSITION- 40 49 47.     (N) 075 04 40.     (W)   SCALED
 KV1596* NAVD 88 ORTHO HEIGHT -    78.191 (meters)      256.53  (feet) ADJUSTED
 KV1596  ______________________________________________________________________
 KV1596  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 KV1596  DYNAMIC HEIGHT  -         78.156 (meters)      256.42  (feet) COMP
 KV1596  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 KV1596
 KV1596  VERT ORDER      -  SECOND    CLASS 0
 KV1596
 KV1596.The horizontal coordinates were scaled from a map and have
 KV1596.an estimated accuracy of +/- 6 seconds.
 KV1596
 KV1596.The orthometric height was determined by differential leveling and
 KV1596.adjusted by the NATIONAL GEODETIC SURVEY
 KV1596.in June 1991.
 KV1596
 KV1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1596.GEOID18 height accuracy estimate available here.
 KV1596
 KV1596.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL934198(NAD 83)
 KV1596
 KV1596                          SUPERSEDED SURVEY CONTROL
 KV1596
 KV1596  NGVD 29 (11/26/84)   78.398  (m)          257.21   (f) ADJUSTED    2 0
 KV1596
 KV1596.Superseded values are not recommended for survey control.
 KV1596
 KV1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1596.See file dsdata.pdf to determine how the superseded data were derived.
 KV1596
 KV1596_MARKER: DB = BENCH MARK DISK
 KV1596_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV1597 ***********************************************************************
 KV1597  DESIGNATION -  E 23 RESET
 KV1597  PID         -  KV1597
 KV1597  STATE/COUNTY-  NJ/WARREN
 KV1597  COUNTRY     -  US
 KV1597  USGS QUAD   -  BELVIDERE (2019)
 KV1597
 KV1597                         *CURRENT SURVEY CONTROL
 KV1597  ______________________________________________________________________
 KV1597* NAD 83(1986) POSITION- 40 49 47.     (N) 075 04 42.     (W)   SCALED
 KV1597* NAVD 88 ORTHO HEIGHT -    78.13  (meters)      256.3   (feet) RESET
 KV1597  ______________________________________________________________________
 KV1597  GEOID HEIGHT    -        -33.571 (meters)                     GEOID18
 KV1597  VERT ORDER      -  THIRD
 KV1597
 KV1597.The horizontal coordinates were scaled from a map and have
 KV1597.an estimated accuracy of +/- 6 seconds.
 KV1597
 KV1597.The orthometric height was computed from unverified reset data.
 KV1597
 KV1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1597.GEOID18 height accuracy estimate available here.
 KV1597
 KV1597.Click photographs - Photos may exist for this station.
 KV1597
 KV1597;                    North         East    Units  Estimated Accuracy
 KV1597;SPC NJ       -   221,800.      101,220.      MT  (+/- 180 meters Scaled)
 KV1597
 KV1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL933198(NAD 83)
 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
 KV1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1597.See file dsdata.pdf to determine how the superseded data were derived.
 KV1597
 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  HISTORY     - 20111019 MARK NOT FOUND   NJGS
 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.
 KV1597
 KV1597                          STATION RECOVERY (2011)
 KV1597
 KV1597'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV1597'THE STATION WAS NOT RECOVERED.  NEW SIDEWALK CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1328 ***********************************************************************
 KV1328  DESIGNATION -  E 24
 KV1328  PID         -  KV1328
 KV1328  STATE/COUNTY-  NJ/MORRIS
 KV1328  COUNTRY     -  US
 KV1328  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1328
 KV1328                         *CURRENT SURVEY CONTROL
 KV1328  ______________________________________________________________________
 KV1328* NAD 83(1986) POSITION- 40 46 23.4    (N) 074 48 20.0    (W)   HD_HELD2
 KV1328* NAVD 88 ORTHO HEIGHT -   161.258 (meters)      529.06  (feet) ADJUSTED
 KV1328  ______________________________________________________________________
 KV1328  GEOID HEIGHT    -        -33.228 (meters)                     GEOID18
 KV1328  DYNAMIC HEIGHT  -        161.182 (meters)      528.81  (feet) COMP
 KV1328  MODELED GRAVITY -    980,152.2   (mgal)                       NAVD 88
 KV1328
 KV1328  VERT ORDER      -  SECOND    CLASS 0
 KV1328
 KV1328.The horizontal coordinates were established by autonomous hand held GPS
 KV1328.observations and have an estimated accuracy of +/- 10 meters.
 KV1328
 KV1328.The orthometric height was determined by differential leveling and
 KV1328.adjusted by the NATIONAL GEODETIC SURVEY
 KV1328.in June 1991.
 KV1328
 KV1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1328.GEOID18 height accuracy estimate available here.
 KV1328
 KV1328.Click photographs - Photos may exist for this station.
 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       -   215,405.      124,207.      MT  (+/- 10 meters HH2 GPS)
 KV1328
 KV1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1640913595(NAD 83)
 KV1328
 KV1328                          SUPERSEDED SURVEY CONTROL
 KV1328
 KV1328  NGVD 29 (11/26/84)  161.484  (m)          529.80   (f) ADJUSTED    2 0
 KV1328
 KV1328.Superseded values are not recommended for survey control.
 KV1328
 KV1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1328.See file dsdata.pdf to determine how the superseded data were derived.
 KV1328
 KV1328_MARKER: DB = BENCH MARK DISK
 KV1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1328_SP_SET: STONE OF OVERPASS
 KV1328_STAMPING: E 24 1942
 KV1328_MARK LOGO: CGS
 KV1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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  HISTORY     - 20110727 POOR             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.  ABOUT ONE THIRD OF THE DISK IS MISSING, BUT THE STAMPING
 KV1328''E 24' IS STILL LEGIBLE.
 KV1328
 KV1328                          STATION RECOVERY (2011)
 KV1328
 KV1328'RECOVERY NOTE BY GEOCACHING 2011 (RAS)
 KV1328'THE 2006 RECOVERY WAS VERIFIED AND FOUND TO BE CORRECT WITH THE
 KV1328'FOLLOWING NOTES.  THE DISK HAS FURTHER DETERIORATED TO THE POINT THAT
 KV1328'THE E 24 STAMPING IS BARELY READABLE.  THE MARK IS 6.6 FEET NORTHWEST
 KV1328'OF THE CENTERLINE OF THE COLUMBIA TRAIL AND 1.5 FEET LOWER THAN THE
 KV1328'TRAIL SURFACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1181 ***********************************************************************
 KV1181  DESIGNATION -  E 26
 KV1181  PID         -  KV1181
 KV1181  STATE/COUNTY-  NJ/SOMERSET
 KV1181  COUNTRY     -  US
 KV1181  USGS QUAD   -  RARITAN (2019)
 KV1181
 KV1181                         *CURRENT SURVEY CONTROL
 KV1181  ______________________________________________________________________
 KV1181* NAD 83(1986) POSITION- 40 34 13.     (N) 074 39 09.     (W)   SCALED
 KV1181* NAVD 88 ORTHO HEIGHT -    32.178 (meters)      105.57  (feet) ADJUSTED
 KV1181  ______________________________________________________________________
 KV1181  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 KV1181  DYNAMIC HEIGHT  -         32.163 (meters)      105.52  (feet) COMP
 KV1181  MODELED GRAVITY -    980,175.2   (mgal)                       NAVD 88
 KV1181
 KV1181  VERT ORDER      -  FIRST     CLASS II
 KV1181
 KV1181.The horizontal coordinates were scaled from a map and have
 KV1181.an estimated accuracy of +/- 6 seconds.
 KV1181
 KV1181.The orthometric height was determined by differential leveling and
 KV1181.adjusted by the NATIONAL GEODETIC SURVEY
 KV1181.in June 1991.
 KV1181
 KV1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1181.GEOID18 height accuracy estimate available here.
 KV1181
 KV1181.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK294911(NAD 83)
 KV1181
 KV1181                          SUPERSEDED SURVEY CONTROL
 KV1181
 KV1181  NGVD 29 (11/26/84)   32.447  (m)          106.45   (f) ADJUSTED    1 2
 KV1181
 KV1181.Superseded values are not recommended for survey control.
 KV1181
 KV1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1181.See file dsdata.pdf to determine how the superseded data were derived.
 KV1181
 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_MARK LOGO: CGS
 KV1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1181+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2025
 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  HISTORY     - 20250623 GOOD             LOCSUR
 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.
 KV1181
 KV1181                          STATION RECOVERY (2025)
 KV1181
 KV1181'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (JMH)
 KV1181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1361 ***********************************************************************
 KV1361  DESIGNATION -  E 27
 KV1361  PID         -  KV1361
 KV1361  STATE/COUNTY-  NJ/HUNTERDON
 KV1361  COUNTRY     -  US
 KV1361  USGS QUAD   -  PITTSTOWN (2019)
 KV1361
 KV1361                         *CURRENT SURVEY CONTROL
 KV1361  ______________________________________________________________________
 KV1361* NAD 83(1986) POSITION- 40 35 19.     (N) 074 57 04.     (W)   SCALED
 KV1361* NAVD 88 ORTHO HEIGHT -   124.125 (meters)      407.23  (feet) ADJUSTED
 KV1361  ______________________________________________________________________
 KV1361  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 KV1361  DYNAMIC HEIGHT  -        124.066 (meters)      407.04  (feet) COMP
 KV1361  MODELED GRAVITY -    980,148.7   (mgal)                       NAVD 88
 KV1361
 KV1361  VERT ORDER      -  SECOND    CLASS 0
 KV1361
 KV1361.The horizontal coordinates were scaled from a map and have
 KV1361.an estimated accuracy of +/- 6 seconds.
 KV1361
 KV1361.The orthometric height was determined by differential leveling and
 KV1361.adjusted by the NATIONAL GEODETIC SURVEY
 KV1361.in June 1991.
 KV1361
 KV1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1361.GEOID18 height accuracy estimate available here.
 KV1361
 KV1361.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK041930(NAD 83)
 KV1361
 KV1361                          SUPERSEDED SURVEY CONTROL
 KV1361
 KV1361  NGVD 29 (11/26/84)  124.372  (m)          408.04   (f) ADJUSTED    2 0
 KV1361
 KV1361.Superseded values are not recommended for survey control.
 KV1361
 KV1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1361.See file dsdata.pdf to determine how the superseded data were derived.
 KV1361
 KV1361_MARKER: DB = BENCH MARK DISK
 KV1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1361_STAMPING: E 27 1942
 KV1361_MARK LOGO: CGS
 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  HISTORY     - 20220307 MARK NOT FOUND   NJGS
 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.
 KV1361
 KV1361                          STATION RECOVERY (2022)
 KV1361
 KV1361'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV1361'ADJUSTED ELEVATION PLACES MARK SEVERAL FEET ABOVE GROUND, CONSIDERED
 KV1361'LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1518 ***********************************************************************
 KV1518  DESIGNATION -  E 28
 KV1518  PID         -  KV1518
 KV1518  STATE/COUNTY-  NJ/WARREN
 KV1518  COUNTRY     -  US
 KV1518  USGS QUAD   -  EASTON (2019)
 KV1518
 KV1518                         *CURRENT SURVEY CONTROL
 KV1518  ______________________________________________________________________
 KV1518* NAD 83(1986) POSITION- 40 39 55.     (N) 075 09 02.     (W)   SCALED
 KV1518* NAVD 88 ORTHO HEIGHT -    91.055 (meters)      298.74  (feet) ADJUSTED
 KV1518  ______________________________________________________________________
 KV1518  GEOID HEIGHT    -        -34.040 (meters)                     GEOID18
 KV1518  DYNAMIC HEIGHT  -         91.012 (meters)      298.60  (feet) COMP
 KV1518  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 KV1518
 KV1518  VERT ORDER      -  FIRST     CLASS II
 KV1518
 KV1518.The horizontal coordinates were scaled from a map and have
 KV1518.an estimated accuracy of +/- 6 seconds.
 KV1518
 KV1518.The orthometric height was determined by differential leveling and
 KV1518.adjusted by the NATIONAL GEODETIC SURVEY
 KV1518.in June 1991.
 KV1518
 KV1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1518.GEOID18 height accuracy estimate available here.
 KV1518
 KV1518.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL872016(NAD 83)
 KV1518
 KV1518                          SUPERSEDED SURVEY CONTROL
 KV1518
 KV1518  NGVD 29 (11/26/84)   91.265  (m)          299.43   (f) ADJUSTED    1 2
 KV1518
 KV1518.Superseded values are not recommended for survey control.
 KV1518
 KV1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1518.See file dsdata.pdf to determine how the superseded data were derived.
 KV1518
 KV1518_MARKER: DB = BENCH MARK DISK
 KV1518_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 KV1518_STAMPING: E 28 1942
 KV1518_MARK LOGO: CGS
 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  HISTORY     - 20211012 MARK NOT FOUND   NJGS
 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.
 KV1518
 KV1518                          STATION RECOVERY (2021)
 KV1518
 KV1518'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV1518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1693 ***********************************************************************
 KV1693  DESIGNATION -  E 29
 KV1693  PID         -  KV1693
 KV1693  STATE/COUNTY-  NJ/HUNTERDON
 KV1693  COUNTRY     -  US
 KV1693  USGS QUAD   -  BLOOMSBURY (2019)
 KV1693
 KV1693                         *CURRENT SURVEY CONTROL
 KV1693  ______________________________________________________________________
 KV1693* NAD 83(1986) POSITION- 40 38 26.     (N) 075 03 37.     (W)   SCALED
 KV1693* NAVD 88 ORTHO HEIGHT -   293.212 (meters)      961.98  (feet) ADJUSTED
 KV1693  ______________________________________________________________________
 KV1693  GEOID HEIGHT    -        -33.888 (meters)                     GEOID18
 KV1693  DYNAMIC HEIGHT  -        293.070 (meters)      961.51  (feet) COMP
 KV1693  MODELED GRAVITY -    980,132.3   (mgal)                       NAVD 88
 KV1693
 KV1693  VERT ORDER      -  FIRST     CLASS II
 KV1693
 KV1693.The horizontal coordinates were scaled from a map and have
 KV1693.an estimated accuracy of +/- 6 seconds.
 KV1693
 KV1693.The orthometric height was determined by differential leveling and
 KV1693.adjusted by the NATIONAL GEODETIC SURVEY
 KV1693.in June 1991.
 KV1693
 KV1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1693.GEOID18 height accuracy estimate available here.
 KV1693
 KV1693.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK949988(NAD 83)
 KV1693
 KV1693                          SUPERSEDED SURVEY CONTROL
 KV1693
 KV1693  NGVD 29 (01/10/92)  293.435  (m)          962.71   (f) ADJUSTED    1 2
 KV1693  NGVD 29 (??/??/87)  293.457  (m)          962.78   (f) SUPERSEDED  1 2
 KV1693
 KV1693.Superseded values are not recommended for survey control.
 KV1693
 KV1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1693.See file dsdata.pdf to determine how the superseded data were derived.
 KV1693
 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  HISTORY     - 20091114 MARK NOT FOUND   GEOCAC
 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.
 KV1693
 KV1693                          STATION RECOVERY (2009)
 KV1693
 KV1693'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 KV1693'DID NOT SEE WITNESS POST, DISK OR MONUMENT BUT MAY HAVE BEEN LOOKING
 KV1693'IN WRONG PLACE.
 KV1693'PUBLISHED POSITION AND TEXT DESCRIPTION DO NOT SEEM TO MATCH.
 KV1693'DISK AND MONUMENT MAY WELL BE OVERGROWN.
 KV1693'WOULD NOT GIVE UP ON THIS ONE YET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0929 ***********************************************************************
 JU0929  DESIGNATION -  E 3
 JU0929  PID         -  JU0929
 JU0929  STATE/COUNTY-  NJ/CAMDEN
 JU0929  COUNTRY     -  US
 JU0929  USGS QUAD   -  CAMDEN (2019)
 JU0929
 JU0929                         *CURRENT SURVEY CONTROL
 JU0929  ______________________________________________________________________
 JU0929* NAD 83(1986) POSITION- 39 58 41.     (N) 075 03 40.     (W)   SCALED
 JU0929* NAVD 88 ORTHO HEIGHT -     7.524 (meters)       24.69  (feet) ADJUSTED
 JU0929  ______________________________________________________________________
 JU0929  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 JU0929  DYNAMIC HEIGHT  -          7.521 (meters)       24.68  (feet) COMP
 JU0929  MODELED GRAVITY -    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 map and have
 JU0929.an estimated accuracy of +/- 6 seconds.
 JU0929
 JU0929.The orthometric height was determined by differential leveling and
 JU0929.adjusted by the NATIONAL GEODETIC SURVEY
 JU0929.in June 1991.
 JU0929
 JU0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0929.GEOID18 height accuracy estimate available here.
 JU0929
 JU0929.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK947253(NAD 83)
 JU0929
 JU0929                          SUPERSEDED SURVEY CONTROL
 JU0929
 JU0929  NGVD 29 (01/10/92)    7.845  (m)           25.74   (f) ADJUSTED    1 1
 JU0929  NGVD 29 (??/??/87)    7.860  (m)           25.79   (f) SUPERSEDED  1 1
 JU0929
 JU0929.Superseded values are not recommended for survey control.
 JU0929
 JU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0929.See file dsdata.pdf to determine how the superseded data were derived.
 JU0929
 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 = JULY 24, 2026 22:12:30 EDT
 KV1343 ***********************************************************************
 KV1343  DESIGNATION -  E 30
 KV1343  PID         -  KV1343
 KV1343  STATE/COUNTY-  NJ/SOMERSET
 KV1343  COUNTRY     -  US
 KV1343  USGS QUAD   -  GLADSTONE (2019)
 KV1343
 KV1343                         *CURRENT SURVEY CONTROL
 KV1343  ______________________________________________________________________
 KV1343* NAD 83(1986) POSITION- 40 42 47.5    (N) 074 42 10.2    (W)   HD_HELD2
 KV1343* NAVD 88 ORTHO HEIGHT -   101.268 (meters)      332.24  (feet) ADJUSTED
 KV1343  ______________________________________________________________________
 KV1343  GEOID HEIGHT    -        -33.252 (meters)                     GEOID18
 KV1343  DYNAMIC HEIGHT  -        101.222 (meters)      332.09  (feet) COMP
 KV1343  MODELED GRAVITY -    980,177.0   (mgal)                       NAVD 88
 KV1343
 KV1343  VERT ORDER      -  SECOND    CLASS 0
 KV1343
 KV1343.The horizontal coordinates were established by autonomous hand held GPS
 KV1343.observations and have an estimated accuracy of +/- 10 meters.
 KV1343
 KV1343.The orthometric height was determined by differential leveling and
 KV1343.adjusted by the NATIONAL GEODETIC SURVEY
 KV1343.in June 1991.
 KV1343
 KV1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1343.GEOID18 height accuracy estimate available here.
 KV1343
 KV1343.Click photographs - Photos may exist for this station.
 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       -   208,720.      132,863.      MT  (+/- 10 meters HH2 GPS)
 KV1343
 KV1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2510006962(NAD 83)
 KV1343
 KV1343                          SUPERSEDED SURVEY CONTROL
 KV1343
 KV1343  NGVD 29 (11/26/84)  101.510  (m)          333.04   (f) ADJUSTED    2 0
 KV1343
 KV1343.Superseded values are not recommended for survey control.
 KV1343
 KV1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1343.See file dsdata.pdf to determine how the superseded data were derived.
 KV1343
 KV1343_MARKER: DB = BENCH MARK DISK
 KV1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1343_STAMPING: E 30 1942
 KV1343_MARK LOGO: CGS
 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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0848 ***********************************************************************
 LY0848  DESIGNATION -  E 31
 LY0848  PID         -  LY0848
 LY0848  STATE/COUNTY-  NJ/SUSSEX
 LY0848  COUNTRY     -  US
 LY0848  USGS QUAD   -  UNIONVILLE (2019)
 LY0848
 LY0848                         *CURRENT SURVEY CONTROL
 LY0848  ______________________________________________________________________
 LY0848* NAD 83(1986) POSITION- 41 17 59.     (N) 074 34 58.     (W)   SCALED
 LY0848* NAVD 88 ORTHO HEIGHT -   201.098 (meters)      659.77  (feet) ADJUSTED
 LY0848  ______________________________________________________________________
 LY0848  GEOID HEIGHT    -        -32.269 (meters)                     GEOID18
 LY0848  DYNAMIC HEIGHT  -        201.015 (meters)      659.50  (feet) COMP
 LY0848  MODELED GRAVITY -    980,204.5   (mgal)                       NAVD 88
 LY0848
 LY0848  VERT ORDER      -  SECOND    CLASS 0
 LY0848
 LY0848.The horizontal coordinates were scaled from a map and have
 LY0848.an estimated accuracy of +/- 6 seconds.
 LY0848
 LY0848.The orthometric height was determined by differential leveling and
 LY0848.adjusted by the NATIONAL GEODETIC SURVEY
 LY0848.in June 1991.
 LY0848
 LY0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0848.GEOID18 height accuracy estimate available here.
 LY0848
 LY0848.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL349721(NAD 83)
 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
 LY0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0848.See file dsdata.pdf to determine how the superseded data were derived.
 LY0848
 LY0848_MARKER: DB = BENCH MARK DISK
 LY0848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY0848_SP_SET: CULVERT HEADWALL
 LY0848_STAMPING: E 31 1942
 LY0848_MARK LOGO: CGS
 LY0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0848+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 LY0493 ***********************************************************************
 LY0493  DESIGNATION -  E 32
 LY0493  PID         -  LY0493
 LY0493  STATE/COUNTY-  NJ/SUSSEX
 LY0493  COUNTRY     -  US
 LY0493  USGS QUAD   -  WAWAYANDA (2019)
 LY0493
 LY0493                         *CURRENT SURVEY CONTROL
 LY0493  ______________________________________________________________________
 LY0493* NAD 83(1986) POSITION- 41 10 39.     (N) 074 28 00.     (W)   SCALED
 LY0493* NAVD 88 ORTHO HEIGHT -   377.539 (meters)     1238.64  (feet) ADJUSTED
 LY0493  ______________________________________________________________________
 LY0493  GEOID HEIGHT    -        -32.234 (meters)                     GEOID18
 LY0493  DYNAMIC HEIGHT  -        377.370 (meters)     1238.09  (feet) COMP
 LY0493  MODELED GRAVITY -    980,166.6   (mgal)                       NAVD 88
 LY0493
 LY0493  VERT ORDER      -  SECOND    CLASS 0
 LY0493
 LY0493.The horizontal coordinates were scaled from a map and have
 LY0493.an estimated accuracy of +/- 6 seconds.
 LY0493
 LY0493.The orthometric height was determined by differential leveling and
 LY0493.adjusted by the NATIONAL GEODETIC SURVEY
 LY0493.in June 1991.
 LY0493
 LY0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0493.GEOID18 height accuracy estimate available here.
 LY0493
 LY0493.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL447585(NAD 83)
 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
 LY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0493.See file dsdata.pdf to determine how the superseded data were derived.
 LY0493
 LY0493_MARKER: DB = BENCH MARK DISK
 LY0493_SETTING: 66 = SET IN ROCK OUTCROP
 LY0493_STAMPING: E 32 1942
 LY0493_MARK LOGO: CGS
 LY0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0493+STABILITY: POSITION/ELEVATION WELL
 LY0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0493+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2021
 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  HISTORY     - 20210917 GOOD             NJGS
 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.
 LY0493
 LY0493                          STATION RECOVERY (2021)
 LY0493
 LY0493'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY0493'UNUSABLE FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0456 ***********************************************************************
 LY0456  DESIGNATION -  E 33
 LY0456  PID         -  LY0456
 LY0456  STATE/COUNTY-  NJ/PASSAIC
 LY0456  COUNTRY     -  US
 LY0456  USGS QUAD   -  WANAQUE (2019)
 LY0456
 LY0456                         *CURRENT SURVEY CONTROL
 LY0456  ______________________________________________________________________
 LY0456* NAD 83(1986) POSITION- 41 05 49.3    (N) 074 15 55.4    (W)   HD_HELD2
 LY0456* NAVD 88 ORTHO HEIGHT -   100.779 (meters)      330.64  (feet) ADJUSTED
 LY0456  ______________________________________________________________________
 LY0456  GEOID HEIGHT    -        -32.130 (meters)                     GEOID18
 LY0456  DYNAMIC HEIGHT  -        100.738 (meters)      330.50  (feet) COMP
 LY0456  MODELED GRAVITY -    980,216.1   (mgal)                       NAVD 88
 LY0456
 LY0456  VERT ORDER      -  SECOND    CLASS 0
 LY0456
 LY0456.The horizontal coordinates were established by autonomous hand held GPS
 LY0456.observations and have an estimated accuracy of +/- 10 meters.
 LY0456
 LY0456.The orthometric height was determined by differential leveling and
 LY0456.adjusted by the NATIONAL GEODETIC SURVEY
 LY0456.in June 1991.
 LY0456
 LY0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0456.GEOID18 height accuracy estimate available here.
 LY0456
 LY0456.Click photographs - Photos may exist for this station.
 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       -   251,348.      169,708.      MT  (+/- 10 meters HH2 GPS)
 LY0456
 LY0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6169149788(NAD 83)
 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
 LY0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0456.See file dsdata.pdf to determine how the superseded data were derived.
 LY0456
 LY0456_MARKER: DB = BENCH MARK DISK
 LY0456_SETTING: 80 = SET IN A BOULDER
 LY0456_STAMPING: E 33 1942
 LY0456_MARK LOGO: CGS
 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 IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0836 ***********************************************************************
 LY0836  DESIGNATION -  E 34
 LY0836  PID         -  LY0836
 LY0836  STATE/COUNTY-  NJ/SUSSEX
 LY0836  COUNTRY     -  US
 LY0836  USGS QUAD   -  BRANCHVILLE (2019)
 LY0836
 LY0836                         *CURRENT SURVEY CONTROL
 LY0836  ______________________________________________________________________
 LY0836* NAD 83(1986) POSITION- 41 09 43.7    (N) 074 40 26.9    (W)   HD_HELD2
 LY0836* NAVD 88 ORTHO HEIGHT -   129.684 (meters)      425.47  (feet) ADJUSTED
 LY0836  ______________________________________________________________________
 LY0836  GEOID HEIGHT    -        -32.535 (meters)                     GEOID18
 LY0836  DYNAMIC HEIGHT  -        129.629 (meters)      425.29  (feet) COMP
 LY0836  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 LY0836
 LY0836  VERT ORDER      -  SECOND    CLASS 0
 LY0836
 LY0836.The horizontal coordinates were established by autonomous hand held GPS
 LY0836.observations and have an estimated accuracy of +/- 10 meters.
 LY0836
 LY0836.The orthometric height was determined by differential leveling and
 LY0836.adjusted by the NATIONAL GEODETIC SURVEY
 LY0836.in June 1991.
 LY0836
 LY0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0836.GEOID18 height accuracy estimate available here.
 LY0836
 LY0836.Click photographs - Photos may exist for this station.
 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       -   258,567.      135,386.      MT  (+/- 10 meters HH2 GPS)
 LY0836
 LY0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2733856807(NAD 83)
 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
 LY0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0836.See file dsdata.pdf to determine how the superseded data were derived.
 LY0836
 LY0836_MARKER: DB = BENCH MARK DISK
 LY0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0836_SP_SET: BRIDGE
 LY0836_STAMPING: E 34 1942
 LY0836_MARK LOGO: CGS
 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  HISTORY     - 20090602 GOOD             BOSWEL
 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.
 LY0836
 LY0836                          STATION RECOVERY (2009)
 LY0836
 LY0836'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (AB)
 LY0836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0801 ***********************************************************************
 LY0801  DESIGNATION -  E 35
 LY0801  PID         -  LY0801
 LY0801  STATE/COUNTY-  NJ/SUSSEX
 LY0801  COUNTRY     -  US
 LY0801  USGS QUAD   -  CULVERS GAP (2019)
 LY0801
 LY0801                         *CURRENT SURVEY CONTROL
 LY0801  ______________________________________________________________________
 LY0801* NAD 83(1986) POSITION- 41 10 43.     (N) 074 47 35.     (W)   SCALED
 LY0801* NAVD 88 ORTHO HEIGHT -   275.939 (meters)      905.31  (feet) ADJUSTED
 LY0801  ______________________________________________________________________
 LY0801  GEOID HEIGHT    -        -32.550 (meters)                     GEOID18
 LY0801  DYNAMIC HEIGHT  -        275.819 (meters)      904.92  (feet) COMP
 LY0801  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 LY0801
 LY0801  VERT ORDER      -  SECOND    CLASS 0
 LY0801
 LY0801.The horizontal coordinates were scaled from a map and have
 LY0801.an estimated accuracy of +/- 6 seconds.
 LY0801
 LY0801.The orthometric height was determined by differential leveling and
 LY0801.adjusted by the NATIONAL GEODETIC SURVEY
 LY0801.in June 1991.
 LY0801
 LY0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0801.GEOID18 height accuracy estimate available here.
 LY0801
 LY0801.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL173586(NAD 83)
 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
 LY0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0801.See file dsdata.pdf to determine how the superseded data were derived.
 LY0801
 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 = JULY 24, 2026 22:12:30 EDT
 KU0847 ***********************************************************************
 KU0847  DESIGNATION -  E 36
 KU0847  PID         -  KU0847
 KU0847  STATE/COUNTY-  NJ/MONMOUTH
 KU0847  COUNTRY     -  US
 KU0847  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0847
 KU0847                         *CURRENT SURVEY CONTROL
 KU0847  ______________________________________________________________________
 KU0847* NAD 83(1986) POSITION- 40 24 05.     (N) 073 59 22.     (W)   SCALED
 KU0847* NAVD 88 ORTHO HEIGHT -     2.101 (meters)        6.89  (feet) ADJUSTED
 KU0847  ______________________________________________________________________
 KU0847  GEOID HEIGHT    -        -32.573 (meters)                     GEOID18
 KU0847  DYNAMIC HEIGHT  -          2.100 (meters)        6.89  (feet) COMP
 KU0847  MODELED GRAVITY -    980,189.2   (mgal)                       NAVD 88
 KU0847
 KU0847  VERT ORDER      -  FIRST     CLASS II
 KU0847
 KU0847.The horizontal coordinates were scaled from a map and have
 KU0847.an estimated accuracy of +/- 6 seconds.
 KU0847
 KU0847.The orthometric height was determined by differential leveling and
 KU0847.adjusted by the NATIONAL GEODETIC SURVEY
 KU0847.in June 1991.
 KU0847
 KU0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0847.GEOID18 height accuracy estimate available here.
 KU0847
 KU0847.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK857727(NAD 83)
 KU0847
 KU0847                          SUPERSEDED SURVEY CONTROL
 KU0847
 KU0847  NGVD 29 (??/??/92)    2.470  (m)            8.10   (f) SUPERSEDED  1 2
 KU0847  NGVD 29 (04/16/92)    2.427  (m)            7.96   (f) ADJUSTED    1 2
 KU0847
 KU0847.Superseded values are not recommended for survey control.
 KU0847
 KU0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0847.See file dsdata.pdf to determine how the superseded data were derived.
 KU0847
 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   CGS
 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0203 ***********************************************************************
 KV0203  DESIGNATION -  E 37
 KV0203  PID         -  KV0203
 KV0203  STATE/COUNTY-  NJ/MIDDLESEX
 KV0203  COUNTRY     -  US
 KV0203  USGS QUAD   -  PERTH AMBOY (2016)
 KV0203
 KV0203                         *CURRENT SURVEY CONTROL
 KV0203  ______________________________________________________________________
 KV0203* NAD 83(1986) POSITION- 40 33 39.     (N) 074 15 18.     (W)   SCALED
 KV0203* NAVD 88 ORTHO HEIGHT -     5.861 (meters)       19.23  (feet) ADJUSTED
 KV0203  ______________________________________________________________________
 KV0203  GEOID HEIGHT    -        -32.500 (meters)                     GEOID18
 KV0203  DYNAMIC HEIGHT  -          5.859 (meters)       19.22  (feet) COMP
 KV0203  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 KV0203
 KV0203  VERT ORDER      -  FIRST     CLASS II
 KV0203
 KV0203.The horizontal coordinates were scaled from a map and have
 KV0203.an estimated accuracy of +/- 6 seconds.
 KV0203
 KV0203.The orthometric height was determined by differential leveling and
 KV0203.adjusted by the NATIONAL GEODETIC SURVEY
 KV0203.in June 1991.
 KV0203
 KV0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0203.GEOID18 height accuracy estimate available here.
 KV0203
 KV0203.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK630902(NAD 83)
 KV0203
 KV0203                          SUPERSEDED SURVEY CONTROL
 KV0203
 KV0203  NGVD 29 (04/16/92)    6.176  (m)           20.26   (f) ADJUSTED    1 2
 KV0203  NGVD 29 (??/??/87)    6.203  (m)           20.35   (f) SUPERSEDED  1 2
 KV0203
 KV0203.Superseded values are not recommended for survey control.
 KV0203
 KV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0203.See file dsdata.pdf to determine how the superseded data were derived.
 KV0203
 KV0203_MARKER: DB = BENCH MARK DISK
 KV0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0203_STAMPING: E 37 1952
 KV0203_MARK LOGO: CGS
 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  HISTORY     - 20210826 MARK NOT FOUND   NJGS
 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.
 KV0203
 KV0203                          STATION RECOVERY (2021)
 KV0203
 KV0203'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0276 ***********************************************************************
 KV0276  DESIGNATION -  E 38
 KV0276  PID         -  KV0276
 KV0276  STATE/COUNTY-  NJ/HUDSON
 KV0276  COUNTRY     -  US
 KV0276  USGS QUAD   -  JERSEY CITY (2019)
 KV0276
 KV0276                         *CURRENT SURVEY CONTROL
 KV0276  ______________________________________________________________________
 KV0276* NAD 83(1986) POSITION- 40 43 32.0    (N) 074 05 18.4    (W)   HD_HELD2
 KV0276* NAVD 88 ORTHO HEIGHT -     2.533 (meters)        8.31  (feet) ADJUSTED
 KV0276  ______________________________________________________________________
 KV0276  GEOID HEIGHT    -        -32.074 (meters)                     GEOID18
 KV0276  DYNAMIC HEIGHT  -          2.532 (meters)        8.31  (feet) COMP
 KV0276  MODELED GRAVITY -    980,238.8   (mgal)                       NAVD 88
 KV0276
 KV0276  VERT ORDER      -  FIRST     CLASS I
 KV0276
 KV0276.The horizontal coordinates were established by autonomous hand held GPS
 KV0276.observations and have an estimated accuracy of +/- 10 meters.
 KV0276
 KV0276.The orthometric height was determined by differential leveling and
 KV0276.adjusted by the NATIONAL GEODETIC SURVEY
 KV0276.in June 1991.
 KV0276
 KV0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0276.GEOID18 height accuracy estimate available here.
 KV0276
 KV0276.Click photographs - Photos may exist for this station.
 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       -   210,155.      184,766.      MT  (+/- 10 meters HH2 GPS)
 KV0276
 KV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7698008691(NAD 83)
 KV0276
 KV0276                          SUPERSEDED SURVEY CONTROL
 KV0276
 KV0276  NGVD 29 (04/16/92)    2.881  (m)            9.45   (f) ADJUSTED    1 1
 KV0276  NGVD 29 (??/??/87)    2.881  (m)            9.45   (f) SUPERSEDED  1 1
 KV0276
 KV0276.Superseded values are not recommended for survey control.
 KV0276
 KV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0276.See file dsdata.pdf to determine how the superseded data were derived.
 KV0276
 KV0276_MARKER: DB = BENCH MARK DISK
 KV0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0276_SP_SET: ABUTMENT
 KV0276_STAMPING: E 38 1952
 KV0276_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2383 ***********************************************************************
 JU2383  DESIGNATION -  E 4
 JU2383  PID         -  JU2383
 JU2383  STATE/COUNTY-  NJ/ATLANTIC
 JU2383  COUNTRY     -  US
 JU2383  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2383
 JU2383                         *CURRENT SURVEY CONTROL
 JU2383  ______________________________________________________________________
 JU2383* NAD 83(1986) POSITION- 39 21 59.     (N) 074 24 52.     (W)   SCALED
 JU2383* NAVD 88 ORTHO HEIGHT -     2.113 (meters)        6.93  (feet) POSTED
 JU2383  ______________________________________________________________________
 JU2383  GEOID HEIGHT    -        -34.421 (meters)                     GEOID18
 JU2383  DYNAMIC HEIGHT  -          2.11  (meters)        6.9   (feet) COMP
 JU2383  MODELED GRAVITY -    980,106.9   (mgal)                       NAVD 88
 JU2383
 JU2383  VERT ORDER      -  * POSTED, SEE BELOW
 JU2383
 JU2383.The horizontal coordinates were scaled from a map and have
 JU2383.an estimated accuracy of +/- 6 seconds.
 JU2383
 JU2383.The orthometric height was determined by differential leveling
 JU2383.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU2383
 JU2383.* This is a POSTED BENCH MARK height.
 JU2383
 JU2383.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2383.GEOID18 height accuracy estimate available here.
 JU2383
 JU2383.Click photographs - Photos may exist for this station.
 JU2383
 JU2383.The dynamic height is computed by dividing the NAVD 88
 JU2383.geopotential number by the normal gravity value computed on the
 JU2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2383.degrees latitude (g = 980.6199 gals.).
 JU2383
 JU2383.The modeled gravity was interpolated from observed gravity values.
 JU2383
 JU2383;                    North         East    Units  Estimated Accuracy
 JU2383;SPC NJ       -    59,180.      157,370.      MT  (+/- 180 meters Scaled)
 JU2383
 JU2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ504575(NAD 83)
 JU2383
 JU2383                          SUPERSEDED SURVEY CONTROL
 JU2383
 JU2383  NGVD 29 (11/26/84)    2.528  (m)            8.29   (f) ADJUSTED    1 2
 JU2383
 JU2383.Superseded values are not recommended for survey control.
 JU2383
 JU2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2383.See file dsdata.pdf to determine how the superseded data were derived.
 JU2383
 JU2383_MARKER: DB = BENCH MARK DISK
 JU2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2383_STAMPING: E 4 1924
 JU2383_MARK LOGO: CGS
 JU2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2383+STABILITY: SURFACE MOTION
 JU2383
 JU2383  HISTORY     - Date     Condition        Report By
 JU2383  HISTORY     - 1924     MONUMENTED       CGS
 JU2383
 JU2383                          STATION DESCRIPTION
 JU2383
 JU2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (JCB)
 JU2383'THE MARK IS FOUND IN NORTHEAST SECTION OF ATLANTIC CITY, NEW JERSEY.
 JU2383'
 JU2383'THE MARK IS LOCATED IN A GRASSY AREA IN THE ABSECON LIGHT HOUSE
 JU2383'RESERVATION NORTHWEST OF THE PACIFIC AVENUE AND SOUTH VERMONT AVENUE
 JU2383'INTERSECTION.
 JU2383'
 JU2383'THE MARK IS A STANDARD COAST AND GEODETIC STANDARD DISK SET IN A
 JU2383'CONCRETE POST AND FOUND 32.1 FEET NORTH OF THE ABSECON LIGHT HOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1623 ***********************************************************************
 KU1623  DESIGNATION -  E 40
 KU1623  PID         -  KU1623
 KU1623  STATE/COUNTY-  NJ/BERGEN
 KU1623  COUNTRY     -  US
 KU1623  USGS QUAD   -  YONKERS (2019)
 KU1623
 KU1623                         *CURRENT SURVEY CONTROL
 KU1623  ______________________________________________________________________
 KU1623* NAD 83(1986) POSITION- 40 57 22.     (N) 073 55 15.     (W)   SCALED
 KU1623* NAVD 88 ORTHO HEIGHT -   150.494 (meters)      493.75  (feet) ADJUSTED
 KU1623  ______________________________________________________________________
 KU1623  GEOID HEIGHT    -        -31.379 (meters)                     GEOID18
 KU1623  DYNAMIC HEIGHT  -        150.439 (meters)      493.57  (feet) COMP
 KU1623  MODELED GRAVITY -    980,258.2   (mgal)                       NAVD 88
 KU1623
 KU1623  VERT ORDER      -  SECOND    CLASS 0
 KU1623
 KU1623.The horizontal coordinates were scaled from a map and have
 KU1623.an estimated accuracy of +/- 6 seconds.
 KU1623
 KU1623.The orthometric height was determined by differential leveling and
 KU1623.adjusted by the NATIONAL GEODETIC SURVEY
 KU1623.in June 1991.
 KU1623
 KU1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1623.GEOID18 height accuracy estimate available here.
 KU1623
 KU1623.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL908344(NAD 83)
 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
 KU1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1623.See file dsdata.pdf to determine how the superseded data were derived.
 KU1623
 KU1623_MARKER: DB = BENCH MARK DISK
 KU1623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1623_SP_SET: FOUNDATION
 KU1623_STAMPING: E 40 1956
 KU1623_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0510 ***********************************************************************
 KV0510  DESIGNATION -  E 41
 KV0510  PID         -  KV0510
 KV0510  STATE/COUNTY-  NJ/BERGEN
 KV0510  COUNTRY     -  US
 KV0510  USGS QUAD   -  WEEHAWKEN (2016)
 KV0510
 KV0510                         *CURRENT SURVEY CONTROL
 KV0510  ______________________________________________________________________
 KV0510* NAD 83(1986) POSITION- 40 51 26.8    (N) 074 03 05.6    (W)   HD_HELD2
 KV0510* NAVD 88 ORTHO HEIGHT -     2.140 (meters)        7.02  (feet) ADJUSTED
 KV0510  ______________________________________________________________________
 KV0510  GEOID HEIGHT    -        -31.903 (meters)                     GEOID18
 KV0510  DYNAMIC HEIGHT  -          2.139 (meters)        7.02  (feet) COMP
 KV0510  MODELED GRAVITY -    980,237.9   (mgal)                       NAVD 88
 KV0510
 KV0510  VERT ORDER      -  SECOND    CLASS 0
 KV0510
 KV0510.The horizontal coordinates were established by autonomous hand held GPS
 KV0510.observations and have an estimated accuracy of +/- 10 meters.
 KV0510
 KV0510.The orthometric height was determined by differential leveling and
 KV0510.adjusted by the NATIONAL GEODETIC SURVEY
 KV0510.in June 1991.
 KV0510
 KV0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0510.GEOID18 height accuracy estimate available here.
 KV0510
 KV0510.Click photographs - Photos may exist for this station.
 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       -   224,815.      187,807.      MT  (+/- 10 meters HH2 GPS)
 KV0510
 KV0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7993723365(NAD 83)
 KV0510
 KV0510                          SUPERSEDED SURVEY CONTROL
 KV0510
 KV0510  NGVD 29 (11/26/84)    2.448  (m)            8.03   (f) ADJUSTED    2 0
 KV0510
 KV0510.Superseded values are not recommended for survey control.
 KV0510
 KV0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0510.See file dsdata.pdf to determine how the superseded data were derived.
 KV0510
 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 - August 11, 2025
 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  HISTORY     - 20070707 GOOD             GEOCAC
 KV0510  HISTORY     - 20120718 GOOD             MAEC
 KV0510  HISTORY     - 20150803 GOOD             INDIV
 KV0510  HISTORY     - 20160425 GOOD             INDIV
 KV0510  HISTORY     - 20160915 GOOD             BOSWEL
 KV0510  HISTORY     - 20250811 GOOD             NJGS
 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.
 KV0510
 KV0510                          STATION RECOVERY (2007)
 KV0510
 KV0510'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0510'THE STATION IS LOCATED BETWEEN FRED WEHRAN DRIVE AND RISER ROAD.
 KV0510
 KV0510                          STATION RECOVERY (2012)
 KV0510
 KV0510'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2012 (MAE)
 KV0510'RECOVERED AS DESCRIBED
 KV0510
 KV0510                          STATION RECOVERY (2015)
 KV0510
 KV0510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (WJH)
 KV0510'RECOVERED AS DESCRIBED. GPS CORS INDICATES A POSSIBLE .30 SETTLEMENT.
 KV0510
 KV0510                          STATION RECOVERY (2016)
 KV0510
 KV0510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (PB)
 KV0510'RECOVERED IN GOOD CONDITION.
 KV0510
 KV0510                          STATION RECOVERY (2016)
 KV0510
 KV0510'RECOVERY NOTE BY BOSWELL ENGINEERING 2016 (RRR)
 KV0510'RECOVERED IN GOOD CONDITION.
 KV0510
 KV0510                          STATION RECOVERY (2025)
 KV0510
 KV0510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (JAR)
 KV0510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0628 ***********************************************************************
 KV0628  DESIGNATION -  E 53
 KV0628  PID         -  KV0628
 KV0628  STATE/COUNTY-  NJ/MIDDLESEX
 KV0628  COUNTRY     -  US
 KV0628  USGS QUAD   -  PLAINFIELD (2019)
 KV0628
 KV0628                         *CURRENT SURVEY CONTROL
 KV0628  ______________________________________________________________________
 KV0628* NAD 83(1986) POSITION- 40 31 38.     (N) 074 23 09.     (W)   SCALED
 KV0628* NAVD 88 ORTHO HEIGHT -    34.750 (meters)      114.01  (feet) ADJUSTED
 KV0628  ______________________________________________________________________
 KV0628  GEOID HEIGHT    -        -32.794 (meters)                     GEOID18
 KV0628  DYNAMIC HEIGHT  -         34.735 (meters)      113.96  (feet) COMP
 KV0628  MODELED GRAVITY -    980,199.5   (mgal)                       NAVD 88
 KV0628
 KV0628  VERT ORDER      -  SECOND    CLASS 0
 KV0628
 KV0628.The horizontal coordinates were scaled from a map and have
 KV0628.an estimated accuracy of +/- 6 seconds.
 KV0628
 KV0628.The orthometric height was determined by differential leveling and
 KV0628.adjusted by the NATIONAL GEODETIC SURVEY
 KV0628.in June 1991.
 KV0628
 KV0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0628.GEOID18 height accuracy estimate available here.
 KV0628
 KV0628.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK520864(NAD 83)
 KV0628
 KV0628                          SUPERSEDED SURVEY CONTROL
 KV0628
 KV0628  NGVD 29 (04/16/92)   35.045  (m)          114.98   (f) ADJUSTED    2 0
 KV0628  NGVD 29 (??/??/87)   35.079  (m)          115.09   (f) SUPERSEDED  2 0
 KV0628
 KV0628.Superseded values are not recommended for survey control.
 KV0628
 KV0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0628.See file dsdata.pdf to determine how the superseded data were derived.
 KV0628
 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  HISTORY     - 20220218 MARK NOT FOUND   NJGS
 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.
 KV0628
 KV0628                          STATION RECOVERY (2022)
 KV0628
 KV0628'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JBV)
 KV0628'THIS STATION WAS SET VERTICALLY IN A BRICK WALL, HOWEVER THE AREA IS
 KV0628'GATED WITH A NO TRESPASSING SIGN SO RECOVERY WAS NOT POSSIBLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0890 ***********************************************************************
 KV0890  DESIGNATION -  E 54
 KV0890  PID         -  KV0890
 KV0890  STATE/COUNTY-  NJ/MONMOUTH
 KV0890  COUNTRY     -  US
 KV0890  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0890
 KV0890                         *CURRENT SURVEY CONTROL
 KV0890  ______________________________________________________________________
 KV0890* NAD 83(1986) POSITION- 40 20 28.22   (N) 074 02 33.13   (W)   HD_HELD1
 KV0890* NAVD 88 ORTHO HEIGHT -    11.716 (meters)       38.44  (feet) ADJUSTED
 KV0890  ______________________________________________________________________
 KV0890  GEOID HEIGHT    -        -32.569 (meters)                     GEOID18
 KV0890  DYNAMIC HEIGHT  -         11.711 (meters)       38.42  (feet) COMP
 KV0890  MODELED GRAVITY -    980,193.6   (mgal)                       NAVD 88
 KV0890
 KV0890  VERT ORDER      -  FIRST     CLASS II
 KV0890
 KV0890.The horizontal coordinates were determined by differentially corrected
 KV0890.hand held GPS observations or other comparable positioning techniques
 KV0890.and have an estimated accuracy of +/- 3 meters.
 KV0890
 KV0890.The orthometric height was determined by differential leveling and
 KV0890.adjusted by the NATIONAL GEODETIC SURVEY
 KV0890.in July 2020.
 KV0890
 KV0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0890.GEOID18 height accuracy estimate available here.
 KV0890
 KV0890.Click photographs - Photos may exist for this station.
 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       -   167,494.1     188,865.7     MT  (+/- 3 meters HH1 GPS) 
 KV0890
 KV0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8132166064(NAD 83)
 KV0890
 KV0890                          SUPERSEDED SURVEY CONTROL
 KV0890
 KV0890  NAVD 88 (06/15/91)   11.704  (m)           38.40   (f) SUPERSEDED  2 0
 KV0890  NGVD 29 (04/16/92)   12.025  (m)           39.45   (f) ADJUSTED    2 0
 KV0890  NGVD 29 (??/??/87)   12.067  (m)           39.59   (f) SUPERSEDED  2 0
 KV0890
 KV0890.Superseded values are not recommended for survey control.
 KV0890
 KV0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0890.See file dsdata.pdf to determine how the superseded data were derived.
 KV0890
 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_MARK LOGO: CGS
 KV0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0890+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2023
 KV0890
 KV0890  HISTORY     - Date     Condition        Report By
 KV0890  HISTORY     - 1961     MONUMENTED       CGS
 KV0890  HISTORY     - 1984     GOOD
 KV0890  HISTORY     - 19920523 GOOD             USPSQD
 KV0890  HISTORY     - 20181218 GOOD             NJGS
 KV0890  HISTORY     - 20231102 GOOD             NJGS
 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.
 KV0890
 KV0890                          STATION RECOVERY (2018)
 KV0890
 KV0890'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JWB)
 KV0890'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHEAST OF KEYPORT, 8.5
 KV0890'MI (13.7 KM) NORTH OF ASBURY PARK AND 3.7 MI (6.0 KM) NORTHWEST OF
 KV0890'LONG BRANCH, IN LITTLE SILVER.
 KV0890'
 KV0890'TO REACH FROM THE POST OFFICE AND MUNICIPAL BUILDING COMPLEX IN LITTLE
 KV0890'SILVER, GO 0.1 MI (0.2 KM) NORTHWEST ON PROSPECT AVENUE.  TURN RIGHT
 KV0890'AND GO 0.05 MI (0.08 KM) NORTHEAST ON RUMSON ROAD (COUNTY ROUTE 520)
 KV0890'TO THE STATION ON THE RIGHT.
 KV0890'
 KV0890'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST FACE OF THE BRICK
 KV0890'PILASTER AT THE SOUTHWEST CORNER OF THE BRICK WALL FOR THE EMBURY
 KV0890'CEMETERY.
 KV0890'
 KV0890'THE STATION IS 5.5 FT (1.7 M) SOUTHEAST OF POLE NUMBER JC73LSB, 82 FT
 KV0890'(25.0 M) SOUTHWEST OF THE CENTER OF THE GATE LEADING INTO THE
 KV0890'CEMETERY, 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF RUMSON ROAD, 63 FT
 KV0890'(19.2 M) SOUTHWEST OF THE EXTENDED CENTERLINE OF LAURELWOOD DRIVE, 35
 KV0890'FT (10.7 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER
 KV0890'164 (DELI BUSINESS).
 KV0890
 KV0890                          STATION RECOVERY (2023)
 KV0890
 KV0890'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (FA)
 KV0890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0126 ***********************************************************************
 JU0126  DESIGNATION -  E 55
 JU0126  PID         -  JU0126
 JU0126  STATE/COUNTY-  NJ/OCEAN
 JU0126  COUNTRY     -  US
 JU0126  USGS QUAD   -  TUCKERTON (2019)
 JU0126
 JU0126                         *CURRENT SURVEY CONTROL
 JU0126  ______________________________________________________________________
 JU0126* NAD 83(1986) POSITION- 39 37 21.     (N) 074 16 49.     (W)   SCALED
 JU0126* NAVD 88 ORTHO HEIGHT -     0.939 (meters)        3.08  (feet) ADJUSTED
 JU0126  ______________________________________________________________________
 JU0126  GEOID HEIGHT    -        -33.489 (meters)                     GEOID18
 JU0126  DYNAMIC HEIGHT  -          0.939 (meters)        3.08  (feet) COMP
 JU0126  MODELED GRAVITY -    980,152.2   (mgal)                       NAVD 88
 JU0126
 JU0126  VERT ORDER      -  FIRST     CLASS II
 JU0126
 JU0126.The horizontal coordinates were scaled from a map and have
 JU0126.an estimated accuracy of +/- 6 seconds.
 JU0126
 JU0126.The orthometric height was determined by differential leveling and
 JU0126.adjusted by the NATIONAL GEODETIC SURVEY
 JU0126.in June 1991.
 JU0126
 JU0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0126.GEOID18 height accuracy estimate available here.
 JU0126
 JU0126.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ617861(NAD 83)
 JU0126
 JU0126                          SUPERSEDED SURVEY CONTROL
 JU0126
 JU0126  NGVD 29 (01/10/92)    1.325  (m)            4.35   (f) ADJUSTED    1 2
 JU0126  NGVD 29 (??/??/87)    1.471  (m)            4.83   (f) SUPERSEDED  1 2
 JU0126
 JU0126.Superseded values are not recommended for survey control.
 JU0126
 JU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0126.See file dsdata.pdf to determine how the superseded data were derived.
 JU0126
 JU0126_MARKER: DB = BENCH MARK DISK
 JU0126_SETTING: 7 = 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  HISTORY     - 20201110 MARK NOT FOUND   NJGS
 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.
 JU0126
 JU0126                          STATION RECOVERY (2020)
 JU0126
 JU0126'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU0126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0324 ***********************************************************************
 JU0324  DESIGNATION -  E 56
 JU0324  PID         -  JU0324
 JU0324  STATE/COUNTY-  NJ/ATLANTIC
 JU0324  COUNTRY     -  US
 JU0324  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0324
 JU0324                         *CURRENT SURVEY CONTROL
 JU0324  ______________________________________________________________________
 JU0324* NAD 83(1986) POSITION- 39 20 52.     (N) 074 27 28.     (W)   SCALED
 JU0324* NAVD 88 ORTHO HEIGHT -     3.410 (meters)       11.19  (feet) ADJUSTED
 JU0324  ______________________________________________________________________
 JU0324  GEOID HEIGHT    -        -34.452 (meters)                     GEOID18
 JU0324  DYNAMIC HEIGHT  -          3.409 (meters)       11.18  (feet) COMP
 JU0324  MODELED GRAVITY -    980,105.5   (mgal)                       NAVD 88
 JU0324
 JU0324  VERT ORDER      -  FIRST     CLASS II
 JU0324
 JU0324.The horizontal coordinates were scaled from a map and have
 JU0324.an estimated accuracy of +/- 6 seconds.
 JU0324
 JU0324.The orthometric height was determined by differential leveling and
 JU0324.adjusted by the NATIONAL GEODETIC SURVEY
 JU0324.in June 1991.
 JU0324
 JU0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0324.GEOID18 height accuracy estimate available here.
 JU0324
 JU0324.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ467555(NAD 83)
 JU0324
 JU0324                          SUPERSEDED SURVEY CONTROL
 JU0324
 JU0324  NGVD 29 (04/16/92)    3.810  (m)           12.50   (f) ADJUSTED    1 2
 JU0324  NGVD 29 (01/10/92)    3.810  (m)           12.50   (f) SUPERSEDED  1 2
 JU0324  NGVD 29 (??/??/87)    3.810  (m)           12.50   (f) SUPERSEDED  1 2
 JU0324
 JU0324.Superseded values are not recommended for survey control.
 JU0324
 JU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0324.See file dsdata.pdf to determine how the superseded data were derived.
 JU0324
 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_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  HISTORY     - 20170412 MARK NOT FOUND   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.
 JU0324
 JU0324                          STATION RECOVERY (2017)
 JU0324
 JU0324'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0324'THE STATION WAS NOT RECOVERED. A NEW BRICK WALL HAS BEEN CONSTRUCTED
 JU0324'AT THE LOCATION OF THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0585 ***********************************************************************
 JU0585  DESIGNATION -  E 57
 JU0585  PID         -  JU0585
 JU0585  STATE/COUNTY-  NJ/ATLANTIC
 JU0585  COUNTRY     -  US
 JU0585  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0585
 JU0585                         *CURRENT SURVEY CONTROL
 JU0585  ______________________________________________________________________
 JU0585* NAD 83(1986) POSITION- 39 30 56.     (N) 074 39 47.     (W)   SCALED
 JU0585* NAVD 88 ORTHO HEIGHT -    19.412 (meters)       63.69  (feet) ADJUSTED
 JU0585  ______________________________________________________________________
 JU0585  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 JU0585  DYNAMIC HEIGHT  -         19.402 (meters)       63.65  (feet) COMP
 JU0585  MODELED GRAVITY -    980,129.3   (mgal)                       NAVD 88
 JU0585
 JU0585  VERT ORDER      -  FIRST     CLASS I
 JU0585
 JU0585.The horizontal coordinates were scaled from a map and have
 JU0585.an estimated accuracy of +/- 6 seconds.
 JU0585
 JU0585.The orthometric height was determined by differential leveling and
 JU0585.adjusted by the NATIONAL GEODETIC SURVEY
 JU0585.in May 2011.
 JU0585
 JU0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0585.GEOID18 height accuracy estimate available here.
 JU0585
 JU0585.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ289740(NAD 83)
 JU0585
 JU0585                          SUPERSEDED SURVEY CONTROL
 JU0585
 JU0585  NAVD 88 (06/15/91)   19.404  (m)           63.66   (f) SUPERSEDED  2 0
 JU0585  NGVD 29 (11/26/84)   19.780  (m)           64.89   (f) ADJUSTED    2 0
 JU0585
 JU0585.Superseded values are not recommended for survey control.
 JU0585
 JU0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0585.See file dsdata.pdf to determine how the superseded data were derived.
 JU0585
 JU0585_MARKER: DB = BENCH MARK DISK
 JU0585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0585_SP_SET: CULVERT HEADWALL
 JU0585_STAMPING: E 57 1961
 JU0585_MARK LOGO: CGS
 JU0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0585+STABILITY: SURFACE MOTION
 JU0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0585+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 JU0585
 JU0585  HISTORY     - Date     Condition        Report By
 JU0585  HISTORY     - 1961     MONUMENTED       CGS
 JU0585  HISTORY     - 20070817 GOOD             NJGS
 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.
 JU0585
 JU0585                          STATION RECOVERY (2007)
 JU0585
 JU0585'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU0585'TO REACH THE STATION FROM THE JUNCTION OF NJ ROUTE 50 (SOUTH
 JU0585'PHILADELPHIA AVENUE) AND US HIGHWAY 30 (WHITEHORSE PIKE) IN EGG HARBOR
 JU0585'CITY, GO 1.2 MI (1.9 KM) SOUTHWEST ON ROUTE 50 TO THE STATION ON THE
 JU0585'LEFT, ON THE OUTSIDE OF THE CURVE IN THE ROAD.
 JU0585'
 JU0585'THE STATION IS SET IN A HEADWALL, 24.6 FT (7.5 M) SOUTHEAST OF THE
 JU0585'CENTERLINE OF ROUTE 50, 106.3 FT (32.4 M) SOUTHWEST OF POLE
 JU0585'NUMBERBT635, 124.5 FT (37.9 M) SOUTH-SOUTHEAST OF POLE NUMBER P25612,
 JU0585'109.8 FT (33.5 M) EAST-NORTHEAST OF POLE NUMBER 64, 104.0 FT (31.7 M)
 JU0585'NORTHEAST OF POLE NUMBER 645.  THE STATION IS ABOUT LEVEL WITH THE
 JU0585'PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0412 ***********************************************************************
 JU0412  DESIGNATION -  E 58
 JU0412  PID         -  JU0412
 JU0412  STATE/COUNTY-  NJ/CAPE MAY
 JU0412  COUNTRY     -  US
 JU0412  USGS QUAD   -  WOODBINE (2019)
 JU0412
 JU0412                         *CURRENT SURVEY CONTROL
 JU0412  ______________________________________________________________________
 JU0412* NAD 83(1986) POSITION- 39 07 31.4    (N) 074 47 12.5    (W)   HD_HELD2
 JU0412* NAVD 88 ORTHO HEIGHT -     6.408 (meters)       21.02  (feet) ADJUSTED
 JU0412  ______________________________________________________________________
 JU0412  GEOID HEIGHT    -        -35.066 (meters)                     GEOID18
 JU0412  DYNAMIC HEIGHT  -          6.404 (meters)       21.01  (feet) COMP
 JU0412  MODELED GRAVITY -    980,071.9   (mgal)                       NAVD 88
 JU0412
 JU0412  VERT ORDER      -  FIRST     CLASS II
 JU0412
 JU0412.The horizontal coordinates were established by autonomous hand held GPS
 JU0412.observations and have an estimated accuracy of +/- 10 meters.
 JU0412
 JU0412.The orthometric height was determined by differential leveling and
 JU0412.adjusted by the NATIONAL GEODETIC SURVEY
 JU0412.in June 1991.
 JU0412
 JU0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0412.GEOID18 height accuracy estimate available here.
 JU0412
 JU0412.Click photographs - Photos may exist for this station.
 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       -    32,458.      125,201.      MT  (+/- 10 meters HH2 GPS)
 JU0412
 JU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1842830712(NAD 83)
 JU0412
 JU0412                          SUPERSEDED SURVEY CONTROL
 JU0412
 JU0412  NGVD 29 (04/16/92)    6.801  (m)           22.31   (f) ADJUSTED    1 2
 JU0412  NGVD 29 (01/10/92)    6.801  (m)           22.31   (f) SUPERSEDED  1 2
 JU0412  NGVD 29 (??/??/87)    6.805  (m)           22.33   (f) SUPERSEDED  1 2
 JU0412
 JU0412.Superseded values are not recommended for survey control.
 JU0412
 JU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0412.See file dsdata.pdf to determine how the superseded data were derived.
 JU0412
 JU0412_MARKER: DB = BENCH MARK DISK
 JU0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0412_STAMPING: E 58 1961
 JU0412_MARK LOGO: CGS
 JU0412_PROJECTION: FLUSH
 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 21, 2009
 JU0412
 JU0412  HISTORY     - Date     Condition        Report By
 JU0412  HISTORY     - 1961     MONUMENTED       CGS
 JU0412  HISTORY     - 1979     GOOD             NGS
 JU0412  HISTORY     - 19980724 GOOD             NJGS
 JU0412  HISTORY     - 20081014 GOOD             GEOCAC
 JU0412  HISTORY     - 20090721 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.
 JU0412
 JU0412                          STATION RECOVERY (2008)
 JU0412
 JU0412'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 JU0412'NOTE - HH2 COORDINATES ARE 39 07 31.44 (W), 074 47 12.48 (N)
 JU0412
 JU0412                          STATION RECOVERY (2009)
 JU0412
 JU0412'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 JU0412'STATION RECOVERED IN GOOD CONDITION.
 JU0412'
 JU0412'NOTE-THE STATION IS ALSO 39.2 FT (11.9 M) NORTHWEST OF THE CENTERLINE
 JU0412'OF HIGHWAY 9 AND 19.6 FT (6.0 M) SOUTH-SOUTHWEST OF THE SOUTH POST FOR
 JU0412'A SIGN (OUTDOOR WORLD SEA PINE RESORT) AND 1.5 FT (0.5 M) NORTH OF A
 JU0412'NJGS WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU1000 ***********************************************************************
 JU1000  DESIGNATION -  E 59
 JU1000  PID         -  JU1000
 JU1000  STATE/COUNTY-  NJ/CUMBERLAND
 JU1000  COUNTRY     -  US
 JU1000  USGS QUAD   -  CEDARVILLE (2019)
 JU1000
 JU1000                         *CURRENT SURVEY CONTROL
 JU1000  ______________________________________________________________________
 JU1000* NAD 83(1986) POSITION- 39 20 52.88   (N) 075 08 02.56   (W)   HD_HELD1
 JU1000* NAVD 88 ORTHO HEIGHT -    19.231 (meters)       63.09  (feet) ADJUSTED
 JU1000  ______________________________________________________________________
 JU1000  GEOID HEIGHT    -        -33.987 (meters)                     GEOID18
 JU1000  DYNAMIC HEIGHT  -         19.221 (meters)       63.06  (feet) COMP
 JU1000  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 JU1000
 JU1000  VERT ORDER      -  SECOND    CLASS 0
 JU1000
 JU1000.The horizontal coordinates were determined by differentially corrected
 JU1000.hand held GPS observations or other comparable positioning techniques
 JU1000.and have an estimated accuracy of +/- 3 meters.
 JU1000
 JU1000.The orthometric height was determined by differential leveling and
 JU1000.adjusted by the NATIONAL GEODETIC SURVEY
 JU1000.in June 1991.
 JU1000
 JU1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1000.GEOID18 height accuracy estimate available here.
 JU1000
 JU1000.Click photographs - Photos may exist for this station.
 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       -    57,325.3      95,350.3     MT  (+/- 3 meters HH1 GPS) 
 JU1000
 JU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8844955406(NAD 83)
 JU1000
 JU1000                          SUPERSEDED SURVEY CONTROL
 JU1000
 JU1000  NGVD 29 (04/16/92)   19.562  (m)           64.18   (f) ADJUSTED    2 0
 JU1000  NGVD 29 (??/??/87)   19.632  (m)           64.41   (f) SUPERSEDED  2 0
 JU1000
 JU1000.Superseded values are not recommended for survey control.
 JU1000
 JU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1000.See file dsdata.pdf to determine how the superseded data were derived.
 JU1000
 JU1000_MARKER: DB = BENCH MARK DISK
 JU1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1000_STAMPING: E 59 1961
 JU1000_MARK LOGO: CGS
 JU1000_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1000+STABILITY: SURFACE MOTION
 JU1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1000+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2020
 JU1000
 JU1000  HISTORY     - Date     Condition        Report By
 JU1000  HISTORY     - 1961     MONUMENTED       CGS
 JU1000  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU1000  HISTORY     - 20200319 GOOD             NJGS
 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.
 JU1000
 JU1000                          STATION RECOVERY (2020)
 JU1000
 JU1000'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU1000'THE STATION IS IN FRONT OF ADDRESS 586.  WITNESS POST NO LONGER
 JU1000'EXISTS.  ADDITIONAL TIES ARE 5 FT (1.5 M) NORTHWEST OF LONE TREE,
 JU1000'17.41 FT (5.3 M) SOUTHWEST OF THE CENTERLINE OF DRIVEWAY, 27.3 FT (8.3
 JU1000'M) EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 629 NEWPORT CENTRE
 JU1000'GROVE ROAD AND 178.16 FT (54.3 M) NORTHEAST OF POLE B39817.  FLUSH
 JU1000'WITH THE GROUND.  GPS IS POSSIBLE IF RAISED ROD HEIGHT TO 10.56 FT
 JU1000'(3.2 M).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0007 ***********************************************************************
 JU0007  DESIGNATION -  E 6
 JU0007  PID         -  JU0007
 JU0007  STATE/COUNTY-  NJ/OCEAN
 JU0007  COUNTRY     -  US
 JU0007  USGS QUAD   -  SEASIDE PARK (2019)
 JU0007
 JU0007                         *CURRENT SURVEY CONTROL
 JU0007  ______________________________________________________________________
 JU0007* NAD 83(1986) POSITION- 39 58 25.03   (N) 074 04 11.87   (W)   HD_HELD1
 JU0007* NAVD 88 ORTHO HEIGHT -     1.528 (meters)        5.01  (feet) ADJUSTED
 JU0007  ______________________________________________________________________
 JU0007  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 JU0007  DYNAMIC HEIGHT  -          1.527 (meters)        5.01  (feet) COMP
 JU0007  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 JU0007
 JU0007  VERT ORDER      -  FIRST     CLASS II
 JU0007
 JU0007.The horizontal coordinates were determined by differentially corrected
 JU0007.hand held GPS observations or other comparable positioning techniques
 JU0007.and have an estimated accuracy of +/- 3 meters.
 JU0007
 JU0007.The orthometric height was determined by differential leveling and
 JU0007.adjusted by the NATIONAL GEODETIC SURVEY
 JU0007.in September 2015.
 JU0007
 JU0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0007.GEOID18 height accuracy estimate available here.
 JU0007
 JU0007.Click photographs - Photos may exist for this station.
 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       -   126,674.1     186,733.0     MT  (+/- 3 meters HH1 GPS) 
 JU0007
 JU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7941825243(NAD 83)
 JU0007
 JU0007                          SUPERSEDED SURVEY CONTROL
 JU0007
 JU0007  NAVD 88 (06/15/91)    1.534  (m)            5.03   (f) SUPERSEDED  1 1
 JU0007  NGVD 29 (04/16/92)    1.881  (m)            6.17   (f) ADJUSTED    1 1
 JU0007  NGVD 29 (01/10/92)    1.881  (m)            6.17   (f) SUPERSEDED  1 1
 JU0007  NGVD 29 (??/??/87)    1.907  (m)            6.26   (f) SUPERSEDED  1 1
 JU0007
 JU0007.Superseded values are not recommended for survey control.
 JU0007
 JU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0007.See file dsdata.pdf to determine how the superseded data were derived.
 JU0007
 JU0007_MARKER: DB = BENCH MARK DISK
 JU0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0007_STAMPING: E 6 1930 6.493
 JU0007_MARK LOGO: CGS
 JU0007_PROJECTION: FLUSH
 JU0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0007+STABILITY: SURFACE MOTION
 JU0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0007+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 JU0007  HISTORY     - 20160411 GOOD             NJGS
 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.
 JU0007
 JU0007                          STATION RECOVERY (2012)
 JU0007
 JU0007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 JU0007'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF POINT PLEASANT,
 JU0007'7.0 MI (11.3 KM) EAST-NORTHEAST OF TOMS RIVER AND 3.3 MI (5.3 KM)
 JU0007'NORTH OF SEASIDE PARK.
 JU0007'
 JU0007'THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE, ON THE NORTHEAST
 JU0007'CORNER OF THE INTERSECTION OF ANNA O. HANKINS BOULEVARD (STATE HIGHWAY
 JU0007'35 SOUTHBOUND) AND REESE AVENUE, SET ABOUT 0.10 FT (0.0 M) BELOW THE
 JU0007'GROUND, ON THE WEST SIDE OF HOUSE NUMBER 111 REESE AVENUE.
 JU0007'
 JU0007'THE STATION IS 28.7 FT (8.7 M) NORTH FROM THE NORTH CURB OF REESE
 JU0007'AVENUE, 10.8 FT (3.3 M) EAST FROM THE EAST CURB OF ANNA O. HANKINS
 JU0007'BOULEVARD (STATE HIGHWAY 35 SOUTHBOUND), 26.7 FT (8.1 M) NORTH FROM
 JU0007'WOOD UTILITY POLE NUMBER BT317LA, 7.7 FT (2.3 M) NORTHWEST FROM THE
 JU0007'SOUTHWEST CORNER OF HOUSE NUMBER 111, 0.5 FT (15 CM) EAST FROM A 4 FT
 JU0007'(1.2 M) HIGH WOOD FENCE AND 1.0 FT (0.3 M) EAST FROM A METAL WITNESS
 JU0007'POST WITH SIGN ATTACHED ON THE WEST SIDE OF THE WOOD FENCE.
 JU0007
 JU0007                          STATION RECOVERY (2016)
 JU0007
 JU0007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU0007'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0468 ***********************************************************************
 KV0468  DESIGNATION -  E 62
 KV0468  PID         -  KV0468
 KV0468  STATE/COUNTY-  NJ/BERGEN
 KV0468  COUNTRY     -  US
 KV0468  USGS QUAD   -  WEEHAWKEN (2016)
 KV0468
 KV0468                         *CURRENT SURVEY CONTROL
 KV0468  ______________________________________________________________________
 KV0468* NAD 83(1986) POSITION- 40 48 21.     (N) 074 04 27.     (W)   SCALED
 KV0468* NAVD 88 ORTHO HEIGHT -     2.974 (meters)        9.76  (feet) ADJUSTED
 KV0468  ______________________________________________________________________
 KV0468  GEOID HEIGHT    -        -32.005 (meters)                     GEOID18
 KV0468  DYNAMIC HEIGHT  -          2.973 (meters)        9.75  (feet) COMP
 KV0468  MODELED GRAVITY -    980,235.6   (mgal)                       NAVD 88
 KV0468
 KV0468  VERT ORDER      -  SECOND    CLASS 0
 KV0468
 KV0468.The horizontal coordinates were scaled from a map and have
 KV0468.an estimated accuracy of +/- 6 seconds.
 KV0468
 KV0468.The orthometric height was determined by differential leveling and
 KV0468.adjusted by the NATIONAL GEODETIC SURVEY
 KV0468.in June 1991.
 KV0468
 KV0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0468.GEOID18 height accuracy estimate available here.
 KV0468
 KV0468.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL780176(NAD 83)
 KV0468
 KV0468                          SUPERSEDED SURVEY CONTROL
 KV0468
 KV0468  NGVD 29 (11/26/84)    3.297  (m)           10.82   (f) ADJUSTED    2 0
 KV0468
 KV0468.Superseded values are not recommended for survey control.
 KV0468
 KV0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0468.See file dsdata.pdf to determine how the superseded data were derived.
 KV0468
 KV0468_MARKER: DB = BENCH MARK DISK
 KV0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0468_SP_SET: ABUTMENT
 KV0468_STAMPING: E 62 1962
 KV0468_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0711 ***********************************************************************
 JU0711  DESIGNATION -  E 63
 JU0711  PID         -  JU0711
 JU0711  STATE/COUNTY-  NJ/CAMDEN
 JU0711  COUNTRY     -  US
 JU0711  USGS QUAD   -  RUNNEMEDE (2019)
 JU0711
 JU0711                         *CURRENT SURVEY CONTROL
 JU0711  ______________________________________________________________________
 JU0711* NAD 83(1986) POSITION- 39 50 30.49   (N) 075 01 28.40   (W)   HD_HELD1
 JU0711* NAVD 88 ORTHO HEIGHT -    24.828 (meters)       81.46  (feet) ADJUSTED
 JU0711  ______________________________________________________________________
 JU0711  GEOID HEIGHT    -        -32.871 (meters)                     GEOID18
 JU0711  DYNAMIC HEIGHT  -         24.817 (meters)       81.42  (feet) COMP
 JU0711  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU0711
 JU0711  VERT ORDER      -  FIRST     CLASS I
 JU0711
 JU0711.The horizontal coordinates were determined by differentially corrected
 JU0711.hand held GPS observations or other comparable positioning techniques
 JU0711.and have an estimated accuracy of +/- 3 meters.
 JU0711
 JU0711.The orthometric height was determined by differential leveling and
 JU0711.adjusted by the NATIONAL GEODETIC SURVEY
 JU0711.in June 1991.
 JU0711
 JU0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0711.GEOID18 height accuracy estimate available here.
 JU0711
 JU0711.Click photographs - Photos may exist for this station.
 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       -   112,082.7     105,107.4     MT  (+/- 3 meters HH1 GPS) 
 JU0711
 JU0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9789910199(NAD 83)
 JU0711
 JU0711                          SUPERSEDED SURVEY CONTROL
 JU0711
 JU0711  NGVD 29 (11/26/84)   25.179  (m)           82.61   (f) ADJUSTED    1 1
 JU0711
 JU0711.Superseded values are not recommended for survey control.
 JU0711
 JU0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0711.See file dsdata.pdf to determine how the superseded data were derived.
 JU0711
 JU0711_MARKER: DB = BENCH MARK DISK
 JU0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0711_STAMPING: E 63 1963
 JU0711_MARK LOGO: CGS
 JU0711_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - February 28, 2018
 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  HISTORY     - 20080627 GOOD             UE
 JU0711  HISTORY     - 20180228 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.
 JU0711
 JU0711                          STATION RECOVERY (2008)
 JU0711
 JU0711'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0711'RECOVERED IN GOOD CONDITION.
 JU0711
 JU0711                          STATION RECOVERY (2018)
 JU0711
 JU0711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JMS)
 JU0711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0532 ***********************************************************************
 JU0532  DESIGNATION -  E 64
 JU0532  PID         -  JU0532
 JU0532  STATE/COUNTY-  NJ/ATLANTIC
 JU0532  COUNTRY     -  US
 JU0532  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0532
 JU0532                         *CURRENT SURVEY CONTROL
 JU0532  ______________________________________________________________________
 JU0532* NAD 83(1986) POSITION- 39 27 35.     (N) 074 33 10.     (W)   SCALED
 JU0532* NAVD 88 ORTHO HEIGHT -    13.356 (meters)       43.82  (feet) ADJUSTED
 JU0532  ______________________________________________________________________
 JU0532  GEOID HEIGHT    -        -33.873 (meters)                     GEOID18
 JU0532  DYNAMIC HEIGHT  -         13.349 (meters)       43.80  (feet) COMP
 JU0532  MODELED GRAVITY -    980,125.9   (mgal)                       NAVD 88
 JU0532
 JU0532  VERT ORDER      -  FIRST     CLASS I
 JU0532
 JU0532.The horizontal coordinates were scaled from a map and have
 JU0532.an estimated accuracy of +/- 6 seconds.
 JU0532
 JU0532.The orthometric height was determined by differential leveling and
 JU0532.adjusted by the NATIONAL GEODETIC SURVEY
 JU0532.in June 1991.
 JU0532
 JU0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0532.GEOID18 height accuracy estimate available here.
 JU0532
 JU0532.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ384678(NAD 83)
 JU0532
 JU0532                          SUPERSEDED SURVEY CONTROL
 JU0532
 JU0532  NGVD 29 (11/26/84)   13.739  (m)           45.08   (f) ADJUSTED    1 1
 JU0532
 JU0532.Superseded values are not recommended for survey control.
 JU0532
 JU0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0532.See file dsdata.pdf to determine how the superseded data were derived.
 JU0532
 JU0532_MARKER: DB = BENCH MARK DISK
 JU0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0532_STAMPING: E 64 1963
 JU0532_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0153 ***********************************************************************
 JU0153  DESIGNATION -  E 67
 JU0153  PID         -  JU0153
 JU0153  STATE/COUNTY-  NJ/OCEAN
 JU0153  COUNTRY     -  US
 JU0153  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0153
 JU0153                         *CURRENT SURVEY CONTROL
 JU0153  ______________________________________________________________________
 JU0153* NAD 83(1986) POSITION- 39 40 54.26   (N) 074 08 58.13   (W)   HD_HELD1
 JU0153* NAVD 88 ORTHO HEIGHT -     1.543 (meters)        5.06  (feet) ADJUSTED
 JU0153  ______________________________________________________________________
 JU0153  GEOID HEIGHT    -        -33.505 (meters)                     GEOID18
 JU0153  DYNAMIC HEIGHT  -          1.542 (meters)        5.06  (feet) COMP
 JU0153  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 JU0153
 JU0153  VERT ORDER      -  FIRST     CLASS II
 JU0153
 JU0153.The horizontal coordinates were determined by differentially corrected
 JU0153.hand held GPS observations or other comparable positioning techniques
 JU0153.and have an estimated accuracy of +/- 3 meters.
 JU0153
 JU0153.The orthometric height was determined by differential leveling and
 JU0153.adjusted by the NATIONAL GEODETIC SURVEY
 JU0153.in February 2021.
 JU0153
 JU0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0153.GEOID18 height accuracy estimate available here.
 JU0153
 JU0153.Click photographs - Photos may exist for this station.
 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       -    94,239.6     180,067.7     MT  (+/- 3 meters HH1 GPS) 
 JU0153
 JU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7293692779(NAD 83)
 JU0153
 JU0153                          SUPERSEDED SURVEY CONTROL
 JU0153
 JU0153  NAVD 88 (03/25/05)    1.546  (m)            5.07   (f) SUPERSEDED  1 2
 JU0153  NAVD 88 (06/15/91)    1.543  (m)            5.06   (f) SUPERSEDED  1 1
 JU0153  NGVD 29 (11/26/84)    1.926  (m)            6.32   (f) ADJUSTED    1 1
 JU0153
 JU0153.Superseded values are not recommended for survey control.
 JU0153
 JU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0153.See file dsdata.pdf to determine how the superseded data were derived.
 JU0153
 JU0153_MARKER: DD = SURVEY DISK
 JU0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0153_STAMPING: E 67 1964
 JU0153_MARK LOGO: CGS
 JU0153_PROJECTION: RECESSED 8 CENTIMETERS
 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 - August 09, 2020
 JU0153
 JU0153  HISTORY     - Date     Condition        Report By
 JU0153  HISTORY     - 1964     MONUMENTED       CGS
 JU0153  HISTORY     - 20010606 GOOD             NJGS
 JU0153  HISTORY     - 20060421 GOOD             GEOCAC
 JU0153  HISTORY     - 20120430 GOOD             INDIV
 JU0153  HISTORY     - 20190129 GOOD             NJGS
 JU0153  HISTORY     - 20200809 GOOD             NJGS
 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.
 JU0153
 JU0153                          STATION RECOVERY (2012)
 JU0153
 JU0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0153'RECOVERED IN GOOD CONDITION.
 JU0153
 JU0153                          STATION RECOVERY (2019)
 JU0153
 JU0153'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0153'RECOVERED IN GOOD CONDITION.
 JU0153
 JU0153                          STATION RECOVERY (2020)
 JU0153
 JU0153'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0153'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-NORTHEAST OF WEST
 JU0153'CREEK, 5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT AND 3.2 MI
 JU0153'(5.1 KM) NORTH-NORTHEAST OF SHIP BOTTOM, IN LONG BEACH TOWNSHIP IN THE
 JU0153'COMMUNITY OF NORTH BEACH ON THE SOUTHEAST SIDE OF LONG BEACH
 JU0153'BOULEVARD.
 JU0153'
 JU0153'TO REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF
 JU0153'STATE ROUTE 72 IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG
 JU0153'BEACH BOULEVARD FOR 2.50 MI (4.02 KM) TO THE STATION ON THE RIGHT
 JU0153'LOCATED UNDER A SHRUB 11.5 FT (3.5 M) NORTH OF THE SOUTHERLY OF TWO
 JU0153'DRIVEWAYS LEADING TO A TWO STORY FRAME DWELLING (HOUSE NUMBER 1099A).
 JU0153'
 JU0153'IT IS 27.6 FT (8.4 M) SOUTHEAST FROM THE CENTERLINE OF THE NORTHBOUND
 JU0153'LANES OF LONG BEACH BOULEVARD, 9.3 FT (2.8 M) EAST OF THE EAST EDGE OF
 JU0153'NORTHBOUND LANES OF LONG BEACH BOULEVARD, 37 FT (11.3 M) NORTHEAST OF
 JU0153'POLE NUMBER P8076, 69.3 FT (21.1 M) SOUTH OF A FIRE HYDRANT AND 61.6
 JU0153'FT (18.8 M) SOUTH OF POLE NUMBER P8077.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0055 ***********************************************************************
 JU0055  DESIGNATION -  E 68
 JU0055  PID         -  JU0055
 JU0055  STATE/COUNTY-  NJ/OCEAN
 JU0055  COUNTRY     -  US
 JU0055  USGS QUAD   -  FORKED RIVER (2019)
 JU0055
 JU0055                         *CURRENT SURVEY CONTROL
 JU0055  ______________________________________________________________________
 JU0055* NAD 83(1986) POSITION- 39 50 08.     (N) 074 11 42.     (W)   SCALED
 JU0055* NAVD 88 ORTHO HEIGHT -     1.790 (meters)        5.87  (feet) ADJUSTED
 JU0055  ______________________________________________________________________
 JU0055  GEOID HEIGHT    -        -33.089 (meters)                     GEOID18
 JU0055  DYNAMIC HEIGHT  -          1.789 (meters)        5.87  (feet) COMP
 JU0055  MODELED GRAVITY -    980,166.4   (mgal)                       NAVD 88
 JU0055
 JU0055  VERT ORDER      -  FIRST     CLASS I
 JU0055
 JU0055.The horizontal coordinates were scaled from a map and have
 JU0055.an estimated accuracy of +/- 6 seconds.
 JU0055
 JU0055.The orthometric height was determined by differential leveling and
 JU0055.adjusted by the NATIONAL GEODETIC SURVEY
 JU0055.in June 1991.
 JU0055
 JU0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0055.GEOID18 height accuracy estimate available here.
 JU0055
 JU0055.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688098(NAD 83)
 JU0055
 JU0055                          SUPERSEDED SURVEY CONTROL
 JU0055
 JU0055  NGVD 29 (04/16/92)    2.163  (m)            7.10   (f) ADJUSTED    1 1
 JU0055  NGVD 29 (01/10/92)    2.163  (m)            7.10   (f) SUPERSEDED  1 1
 JU0055  NGVD 29 (??/??/87)    2.167  (m)            7.11   (f) SUPERSEDED  1 1
 JU0055
 JU0055.Superseded values are not recommended for survey control.
 JU0055
 JU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0055.See file dsdata.pdf to determine how the superseded data were derived.
 JU0055
 JU0055_STAMPING: E 68 1964
 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  HISTORY     - 20191119 MARK NOT FOUND   NJGS
 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.
 JU0055
 JU0055                          STATION RECOVERY (2019)
 JU0055
 JU0055'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0005 ***********************************************************************
 JU0005  DESIGNATION -  E 69
 JU0005  PID         -  JU0005
 JU0005  STATE/COUNTY-  NJ/OCEAN
 JU0005  COUNTRY     -  US
 JU0005  USGS QUAD   -  SEASIDE PARK (2019)
 JU0005
 JU0005                         *CURRENT SURVEY CONTROL
 JU0005  ______________________________________________________________________
 JU0005* NAD 83(1986) POSITION- 39 58 40.40   (N) 074 04 08.17   (W)   HD_HELD1
 JU0005* NAVD 88 ORTHO HEIGHT -     0.948 (meters)        3.11  (feet) ADJUSTED
 JU0005  ______________________________________________________________________
 JU0005  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 JU0005  DYNAMIC HEIGHT  -          0.947 (meters)        3.11  (feet) COMP
 JU0005  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 JU0005
 JU0005  VERT ORDER      -  FIRST     CLASS II
 JU0005
 JU0005.The horizontal coordinates were determined by differentially corrected
 JU0005.hand held GPS observations or other comparable positioning techniques
 JU0005.and have an estimated accuracy of +/- 3 meters.
 JU0005
 JU0005.The orthometric height was determined by differential leveling and
 JU0005.adjusted by the NATIONAL GEODETIC SURVEY
 JU0005.in September 2015.
 JU0005
 JU0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0005.GEOID18 height accuracy estimate available here.
 JU0005
 JU0005.Click photographs - Photos may exist for this station.
 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       -   127,148.5     186,818.5     MT  (+/- 3 meters HH1 GPS) 
 JU0005
 JU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7950125718(NAD 83)
 JU0005
 JU0005                          SUPERSEDED SURVEY CONTROL
 JU0005
 JU0005  NAVD 88 (06/15/91)    0.962  (m)            3.16   (f) SUPERSEDED  1 1
 JU0005  NGVD 29 (04/16/92)    1.308  (m)            4.29   (f) ADJUSTED    1 1
 JU0005  NGVD 29 (01/10/92)    1.308  (m)            4.29   (f) SUPERSEDED  1 1
 JU0005  NGVD 29 (??/??/87)    1.340  (m)            4.40   (f) SUPERSEDED  1 1
 JU0005
 JU0005.Superseded values are not recommended for survey control.
 JU0005
 JU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0005.See file dsdata.pdf to determine how the superseded data were derived.
 JU0005
 JU0005_MARKER: DB = BENCH MARK DISK
 JU0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0005_STAMPING: E 69 1964
 JU0005_MARK LOGO: CGS
 JU0005_PROJECTION: PROJECTING 10 CENTIMETERS
 JU0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0005+STABILITY: SURFACE MOTION
 JU0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0005+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 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  HISTORY     - 20120629 GOOD             NJGS
 JU0005  HISTORY     - 20131218 GOOD             BOSWEL
 JU0005  HISTORY     - 20160411 GOOD             NJGS
 JU0005  HISTORY     - 20240827 GOOD             LOCSUR
 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.
 JU0005
 JU0005                          STATION RECOVERY (2012)
 JU0005
 JU0005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU0005'RECOVERED IN GOOD CONDITIO0N.
 JU0005'
 JU0005'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF POINT
 JU0005'PLEASANT, 7.1 MI (11.4 KM) EAST-NORTHEAST OF TOMS RIVER AND 3.6 MI
 JU0005'(5.8 KM) NORTH OF SEASIDE PARK.
 JU0005'
 JU0005'THE STATION IS LOCATED AT THE WEST EDGE OF THE DRIVEWAY FOR HOUSE
 JU0005'NUMBER 106 ORTLEY AVENUE.  THE STATION PROJECT 4 INCHES (10 CM) ABOVE
 JU0005'THE GROUND.
 JU0005
 JU0005                          STATION RECOVERY (2013)
 JU0005
 JU0005'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 JU0005'RECOVERED IN GOOD CONDITION.
 JU0005
 JU0005                          STATION RECOVERY (2016)
 JU0005
 JU0005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU0005'RECOVERED AS DESCRIBED.
 JU0005
 JU0005                          STATION RECOVERY (2024)
 JU0005
 JU0005'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (RAL)
 JU0005'4.5 FT (1.4 M) EAST OF POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0793 ***********************************************************************
 KV0793  DESIGNATION -  E 70
 KV0793  PID         -  KV0793
 KV0793  STATE/COUNTY-  NJ/MONMOUTH
 KV0793  COUNTRY     -  US
 KV0793  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0793
 KV0793                         *CURRENT SURVEY CONTROL
 KV0793  ______________________________________________________________________
 KV0793* NAD 83(1986) POSITION- 40 15 09.     (N) 074 00 10.     (W)   SCALED
 KV0793* NAVD 88 ORTHO HEIGHT -     8.817 (meters)       28.93  (feet) ADJUSTED
 KV0793  ______________________________________________________________________
 KV0793  GEOID HEIGHT    -        -32.786 (meters)                     GEOID18
 KV0793  DYNAMIC HEIGHT  -          8.813 (meters)       28.91  (feet) COMP
 KV0793  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 KV0793
 KV0793  VERT ORDER      -  FIRST     CLASS II
 KV0793
 KV0793.The horizontal coordinates were scaled from a map and have
 KV0793.an estimated accuracy of +/- 6 seconds.
 KV0793
 KV0793.The orthometric height was determined by differential leveling and
 KV0793.adjusted by the NATIONAL GEODETIC SURVEY
 KV0793.in May 2011.
 KV0793
 KV0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0793.GEOID18 height accuracy estimate available here.
 KV0793
 KV0793.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK848562(NAD 83)
 KV0793
 KV0793                          SUPERSEDED SURVEY CONTROL
 KV0793
 KV0793  NAVD 88 (06/15/91)    8.820  (m)           28.94   (f) SUPERSEDED  1 1
 KV0793  NGVD 29 (04/16/92)    9.146  (m)           30.01   (f) ADJUSTED    1 1
 KV0793  NGVD 29 (01/10/92)    9.146  (m)           30.01   (f) SUPERSEDED  1 1
 KV0793  NGVD 29 (??/??/87)    9.184  (m)           30.13   (f) SUPERSEDED  1 1
 KV0793
 KV0793.Superseded values are not recommended for survey control.
 KV0793
 KV0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0793.See file dsdata.pdf to determine how the superseded data were derived.
 KV0793
 KV0793_MARKER: DB = BENCH MARK DISK
 KV0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0793_SP_SET: BUILDING
 KV0793_STAMPING: E 70 1964
 KV0793_MARK LOGO: CGS
 KV0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0793+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 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  HISTORY     - 20080507 GOOD             NJGS
 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.
 KV0793
 KV0793                          STATION RECOVERY (2008)
 KV0793
 KV0793'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV0793'STATION WAS RECOVERED IN GOOD CONDITION.
 KV0793'
 KV0793'NOTE-THE BUILDING IS NOW OCCUPIED BY THE NORTHBROOK SPRING WATER
 KV0793'COMPANY.  THE DISK IS PAINTED OVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0045 ***********************************************************************
 KV0045  DESIGNATION -  E 71
 KV0045  PID         -  KV0045
 KV0045  STATE/COUNTY-  NJ/UNION
 KV0045  COUNTRY     -  US
 KV0045  USGS QUAD   -  PERTH AMBOY (2016)
 KV0045
 KV0045                         *CURRENT SURVEY CONTROL
 KV0045  ______________________________________________________________________
 KV0045* NAD 83(1986) POSITION- 40 36 34.38   (N) 074 17 15.06   (W)   HD_HELD1
 KV0045* NAVD 88 ORTHO HEIGHT -     4.728 (meters)       15.51  (feet) ADJUSTED
 KV0045  ______________________________________________________________________
 KV0045  GEOID HEIGHT    -        -32.607 (meters)                     GEOID18
 KV0045  DYNAMIC HEIGHT  -          4.726 (meters)       15.51  (feet) COMP
 KV0045  MODELED GRAVITY -    980,211.0   (mgal)                       NAVD 88
 KV0045
 KV0045  VERT ORDER      -  FIRST     CLASS I
 KV0045
 KV0045.The horizontal coordinates were determined by differentially corrected
 KV0045.hand held GPS observations or other comparable positioning techniques
 KV0045.and have an estimated accuracy of +/- 3 meters.
 KV0045
 KV0045.The orthometric height was determined by differential leveling and
 KV0045.adjusted by the NATIONAL GEODETIC SURVEY
 KV0045.in June 1991.
 KV0045
 KV0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0045.GEOID18 height accuracy estimate available here.
 KV0045
 KV0045.Click photographs - Photos may exist for this station.
 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       -   197,214.1     167,980.6     MT  (+/- 3 meters HH1 GPS) 
 KV0045
 KV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6027395658(NAD 83)
 KV0045
 KV0045                          SUPERSEDED SURVEY CONTROL
 KV0045
 KV0045  NGVD 29 (04/16/92)    5.049  (m)           16.56   (f) ADJUSTED    1 1
 KV0045  NGVD 29 (??/??/87)    5.073  (m)           16.64   (f) SUPERSEDED  1 1
 KV0045
 KV0045.Superseded values are not recommended for survey control.
 KV0045
 KV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0045.See file dsdata.pdf to determine how the superseded data were derived.
 KV0045
 KV0045_MARKER: DB = BENCH MARK DISK
 KV0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0045_SP_SET: ABUTMENT
 KV0045_STAMPING: E 71 1965
 KV0045_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0051 ***********************************************************************
 KV0051  DESIGNATION -  E 72
 KV0051  PID         -  KV0051
 KV0051  STATE/COUNTY-  NJ/UNION
 KV0051  COUNTRY     -  US
 KV0051  USGS QUAD   -  ARTHUR KILL (2019)
 KV0051
 KV0051                         *CURRENT SURVEY CONTROL
 KV0051  ______________________________________________________________________
 KV0051* NAD 83(1986) POSITION- 40 37 19.     (N) 074 14 52.     (W)   SCALED
 KV0051* NAVD 88 ORTHO HEIGHT -     6.250 (meters)       20.51  (feet) ADJUSTED
 KV0051  ______________________________________________________________________
 KV0051  GEOID HEIGHT    -        -32.509 (meters)                     GEOID18
 KV0051  DYNAMIC HEIGHT  -          6.247 (meters)       20.50  (feet) COMP
 KV0051  MODELED GRAVITY -    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 map and have
 KV0051.an estimated accuracy of +/- 6 seconds.
 KV0051
 KV0051.The orthometric height was determined by differential leveling and
 KV0051.adjusted by the NATIONAL GEODETIC SURVEY
 KV0051.in June 1991.
 KV0051
 KV0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0051.GEOID18 height accuracy estimate available here.
 KV0051
 KV0051.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK636970(NAD 83)
 KV0051
 KV0051                          SUPERSEDED SURVEY CONTROL
 KV0051
 KV0051  NGVD 29 (04/16/92)    6.574  (m)           21.57   (f) ADJUSTED    1 1
 KV0051  NGVD 29 (??/??/87)    6.592  (m)           21.63   (f) SUPERSEDED  1 1
 KV0051
 KV0051.Superseded values are not recommended for survey control.
 KV0051
 KV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0051.See file dsdata.pdf to determine how the superseded data were derived.
 KV0051
 KV0051_MARKER: DB = BENCH MARK DISK
 KV0051_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0051+WITH SETTING: PAVEMENT
 KV0051_SP_SET: SIGN BASE
 KV0051_STAMPING: E 72 1965
 KV0051_MARK LOGO: CGS
 KV0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0051+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0968 ***********************************************************************
 KV0968  DESIGNATION -  E 73
 KV0968  PID         -  KV0968
 KV0968  STATE/COUNTY-  NJ/MIDDLESEX
 KV0968  COUNTRY     -  US
 KV0968  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0968
 KV0968                         *CURRENT SURVEY CONTROL
 KV0968  ______________________________________________________________________
 KV0968* NAD 83(1986) POSITION- 40 23 50.40   (N) 074 23 09.27   (W)   HD_HELD1
 KV0968* NAVD 88 ORTHO HEIGHT -    10.092 (meters)       33.11  (feet) ADJUSTED
 KV0968  ______________________________________________________________________
 KV0968  GEOID HEIGHT    -        -32.632 (meters)                     GEOID18
 KV0968  DYNAMIC HEIGHT  -         10.087 (meters)       33.09  (feet) COMP
 KV0968  MODELED GRAVITY -    980,199.8   (mgal)                       NAVD 88
 KV0968
 KV0968  VERT ORDER      -  FIRST     CLASS II
 KV0968
 KV0968.The horizontal coordinates were determined by differentially corrected
 KV0968.hand held GPS observations or other comparable positioning techniques
 KV0968.and have an estimated accuracy of +/- 3 meters.
 KV0968
 KV0968.The orthometric height was determined by differential leveling and
 KV0968.adjusted by the NATIONAL GEODETIC SURVEY
 KV0968.in March 2005.
 KV0968
 KV0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0968.GEOID18 height accuracy estimate available here.
 KV0968
 KV0968.Click photographs - Photos may exist for this station.
 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       -   173,635.5     159,685.1     MT  (+/- 3 meters HH1 GPS) 
 KV0968
 KV0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5211372039(NAD 83)
 KV0968
 KV0968                          SUPERSEDED SURVEY CONTROL
 KV0968
 KV0968  NAVD 88 (06/15/91)   10.094  (m)           33.12   (f) SUPERSEDED  1 2
 KV0968  NGVD 29 (??/??/92)   10.452  (m)           34.29   (f) SUPERSEDED  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
 KV0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0968.See file dsdata.pdf to determine how the superseded data were derived.
 KV0968
 KV0968_MARKER: DV = VERTICAL CONTROL 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 13, 2015
 KV0968
 KV0968  HISTORY     - Date     Condition        Report By
 KV0968  HISTORY     - 1974     MONUMENTED       NGS
 KV0968  HISTORY     - 20020723 GOOD             NJGS
 KV0968  HISTORY     - 20150713 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
 KV0968                          STATION RECOVERY (2015)
 KV0968
 KV0968'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0968'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF SOUTH
 KV0968'AMBOY, 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF NEW BRUNSWICK AND 4.2 MI
 KV0968'(6.8 KM) NORTHEAST OF JAMESBURG, IN THE BOROUGH OF SPOTSWOOD.
 KV0968'
 KV0968'IT IS SET IN A DRILL HOLE IN SOUTH SIDE OF A CATENARY TOWER BASE ON
 KV0968'THE SOUTHEAST SIDE OF THE TRACKS AT THE RAILROAD CROSSING AT
 KV0968'SUMMERHILL ROAD (COUNTY ROUTE 613).
 KV0968'
 KV0968'THE STATION IS 40 FT (12.2 M) SOUTHWEST OF CENTER OF THE CROSSING, 10
 KV0968'FT (3.0 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 28 FT (8.5
 KV0968'M) WEST-SOUTHWEST OF THE CENTERLINE OF SUMMERHILL ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1124 ***********************************************************************
 KV1124  DESIGNATION -  E 74
 KV1124  PID         -  KV1124
 KV1124  STATE/COUNTY-  NJ/MERCER
 KV1124  COUNTRY     -  US
 KV1124  USGS QUAD   -  HIGHTSTOWN (2019)
 KV1124
 KV1124                         *CURRENT SURVEY CONTROL
 KV1124  ______________________________________________________________________
 KV1124* NAD 83(1986) POSITION- 40 17 24.45   (N) 074 31 18.69   (W)   HD_HELD1
 KV1124* NAVD 88 ORTHO HEIGHT -    26.211 (meters)       85.99  (feet) ADJUSTED
 KV1124  ______________________________________________________________________
 KV1124  GEOID HEIGHT    -        -32.765 (meters)                     GEOID18
 KV1124  DYNAMIC HEIGHT  -         26.199 (meters)       85.95  (feet) COMP
 KV1124  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 KV1124
 KV1124  VERT ORDER      -  FIRST     CLASS II
 KV1124
 KV1124.The horizontal coordinates were determined by differentially corrected
 KV1124.hand held GPS observations or other comparable positioning techniques
 KV1124.and have an estimated accuracy of +/- 3 meters.
 KV1124
 KV1124.The orthometric height was determined by differential leveling and
 KV1124.adjusted by the NATIONAL GEODETIC SURVEY
 KV1124.in June 1991.
 KV1124
 KV1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1124.GEOID18 height accuracy estimate available here.
 KV1124
 KV1124.Click photographs - Photos may exist for this station.
 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       -   161,726.1     148,141.5     MT  (+/- 3 meters HH1 GPS) 
 KV1124
 KV1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4064060068(NAD 83)
 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
 KV1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1124.See file dsdata.pdf to determine how the superseded data were derived.
 KV1124
 KV1124_MARKER: DV = VERTICAL CONTROL DISK
 KV1124_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1124_SP_SET: BRIDGE ABUTMENT
 KV1124_STAMPING: E 74 1974
 KV1124_MARK LOGO: NGS
 KV1124_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1124+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 KV1124
 KV1124  HISTORY     - Date     Condition        Report By
 KV1124  HISTORY     - 1974     MONUMENTED       NGS
 KV1124  HISTORY     - 20140226 GOOD             NJGS
 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.
 KV1124
 KV1124                          STATION RECOVERY (2014)
 KV1124
 KV1124'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV1124'RECOVERED IN GOOD CONDITION.
 KV1124'
 KV1124'NOTE-ADD THE FOLLOWING-THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM)
 KV1124'SOUTHWEST OF JAMESBURG, 5.5 MI (8.8 KM) NORTH-NORTHWEST OF ROOSEVELT
 KV1124'AND 1.4 MI (2.3 KM) NORTH OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 KV1124'
 KV1124'THE STATION IS IN THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT WING
 KV1124'WALL FOR THE NORTHBOUND LANES OF U.S. HIGHWAY 130 BRIDGE (STRUCTURE
 KV1124'NUMBER 1123-153/ MILEPOST 70.06) SPANNING THE MILLSTONE RIVER (THE
 KV1124'MERCER-MIDDLESEX COUNTY LINE).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1142 ***********************************************************************
 KV1142  DESIGNATION -  E 75
 KV1142  PID         -  KV1142
 KV1142  STATE/COUNTY-  NJ/BURLINGTON
 KV1142  COUNTRY     -  US
 KV1142  USGS QUAD   -  TRENTON EAST (2019)
 KV1142
 KV1142                         *CURRENT SURVEY CONTROL
 KV1142  ______________________________________________________________________
 KV1142* NAD 83(1986) POSITION- 40 08 46.1    (N) 074 42 45.8    (W)   HD_HELD2
 KV1142* NAVD 88 ORTHO HEIGHT -    17.508 (meters)       57.44  (feet) ADJUSTED
 KV1142  ______________________________________________________________________
 KV1142  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 KV1142  DYNAMIC HEIGHT  -         17.501 (meters)       57.42  (feet) COMP
 KV1142  MODELED GRAVITY -    980,196.2   (mgal)                       NAVD 88
 KV1142
 KV1142  VERT ORDER      -  FIRST     CLASS I
 KV1142
 KV1142.The horizontal coordinates were established by autonomous hand held GPS
 KV1142.observations and have an estimated accuracy of +/- 10 meters.
 KV1142
 KV1142.The orthometric height was determined by differential leveling and
 KV1142.adjusted by the NATIONAL GEODETIC SURVEY
 KV1142.in June 1991.
 KV1142
 KV1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1142.GEOID18 height accuracy estimate available here.
 KV1142
 KV1142.Click photographs - Photos may exist for this station.
 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       -   145,761.      131,875.      MT  (+/- 10 meters HH2 GPS)
 KV1142
 KV1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2446944016(NAD 83)
 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
 KV1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1142.See file dsdata.pdf to determine how the superseded data were derived.
 KV1142
 KV1142_MARKER: DV = VERTICAL CONTROL 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 = JULY 24, 2026 22:12:30 EDT
 KV1165 ***********************************************************************
 KV1165  DESIGNATION -  E 76
 KV1165  PID         -  KV1165
 KV1165  STATE/COUNTY-  NJ/BURLINGTON
 KV1165  COUNTRY     -  US
 KV1165  USGS QUAD   -  BEVERLY (2016)
 KV1165
 KV1165                         *CURRENT SURVEY CONTROL
 KV1165  ______________________________________________________________________
 KV1165* NAD 83(1986) POSITION- 40 03 32.0    (N) 074 56 07.9    (W)   HD_HELD2
 KV1165* NAVD 88 ORTHO HEIGHT -     4.502 (meters)       14.77  (feet) ADJUSTED
 KV1165  ______________________________________________________________________
 KV1165  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 KV1165  DYNAMIC HEIGHT  -          4.500 (meters)       14.76  (feet) COMP
 KV1165  MODELED GRAVITY -    980,191.0   (mgal)                       NAVD 88
 KV1165
 KV1165  VERT ORDER      -  FIRST     CLASS II
 KV1165
 KV1165.The horizontal coordinates were established by autonomous hand held GPS
 KV1165.observations and have an estimated accuracy of +/- 10 meters.
 KV1165
 KV1165.The orthometric height was determined by differential leveling and
 KV1165.adjusted by the NATIONAL GEODETIC SURVEY
 KV1165.in June 1991.
 KV1165
 KV1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1165.GEOID18 height accuracy estimate available here.
 KV1165
 KV1165.Click photographs - Photos may exist for this station.
 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       -   136,143.      112,844.      MT  (+/- 10 meters HH2 GPS)
 KV1165
 KV1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0549834295(NAD 83)
 KV1165
 KV1165                          SUPERSEDED SURVEY CONTROL
 KV1165
 KV1165  NGVD 29 (??/??/92)    4.866  (m)           15.96   (f) SUPERSEDED  1 2
 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
 KV1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1165.See file dsdata.pdf to determine how the superseded data were derived.
 KV1165
 KV1165_MARKER: DV = VERTICAL CONTROL DISK
 KV1165_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20080715 MARK NOT FOUND   UE
 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.
 KV1165
 KV1165                          STATION RECOVERY (2008)
 KV1165
 KV1165'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV1165'FOUND PLASTIC PIPE CASING ENCASED IN IRREGULARLY SHAPED CONCRETE SLAB
 KV1165'LYING OVER A HOLE IN THE GROUND A FOOT SOUTH OF THE METAL WITNESS
 KV1165'POST. I DUG AS DEEP AS 10 INCHES BUT DID NOT FIND DISK OR STEEL ROD. I
 KV1165'DID NOT USE A METAL DETECTOR.
 KV1165'
 KV1165'DESTRUCTION OF THE MONUMENT MUST HAVE BEEN DELIBERATE, AS THE AREA IS
 KV1165'PROTECTED BY FENCE AND SHRUBS AND THERE IS NO OTHER DAMAGE TO SIGN,
 KV1165'FENCE OR TREE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2944 ***********************************************************************
 KV2944  DESIGNATION -  E 77
 KV2944  PID         -  KV2944
 KV2944  STATE/COUNTY-  NJ/WARREN
 KV2944  COUNTRY     -  US
 KV2944  USGS QUAD   -  BLOOMSBURY (2019)
 KV2944
 KV2944                         *CURRENT SURVEY CONTROL
 KV2944  ______________________________________________________________________
 KV2944* NAD 83(1986) POSITION- 40 39 21.     (N) 075 05 41.     (W)   SCALED
 KV2944* NAVD 88 ORTHO HEIGHT -   111.210 (meters)      364.86  (feet) ADJUSTED
 KV2944  ______________________________________________________________________
 KV2944  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 KV2944  DYNAMIC HEIGHT  -        111.158 (meters)      364.69  (feet) COMP
 KV2944  MODELED GRAVITY -    980,156.3   (mgal)                       NAVD 88
 KV2944
 KV2944  VERT ORDER      -  SECOND    CLASS I
 KV2944
 KV2944.The horizontal coordinates were scaled from a map and have
 KV2944.an estimated accuracy of +/- 6 seconds.
 KV2944
 KV2944.The orthometric height was determined by differential leveling and
 KV2944.adjusted by the NATIONAL GEODETIC SURVEY
 KV2944.in April 2013.
 KV2944
 KV2944.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2944.GEOID18 height accuracy estimate available here.
 KV2944
 KV2944.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL919005(NAD 83)
 KV2944
 KV2944                          SUPERSEDED SURVEY CONTROL
 KV2944
 KV2944  NAVD 88 (06/15/91)  111.219  (m)          364.89   (f) SUPERSEDED  1 2
 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
 KV2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2944.See file dsdata.pdf to determine how the superseded data were derived.
 KV2944
 KV2944_MARKER: DV = VERTICAL CONTROL DISK
 KV2944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2944_STAMPING: E 77 1978
 KV2944_MARK LOGO: NGS
 KV2944_PROJECTION: RECESSED 5 CENTIMETERS
 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 - June 08, 2013
 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  HISTORY     - 20100603 GOOD             NJGS
 KV2944  HISTORY     - 20130608 GOOD             GEOCAC
 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.
 KV2944
 KV2944                          STATION RECOVERY (2010)
 KV2944
 KV2944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV2944'RECOVERED AS DESCRIBED.
 KV2944
 KV2944                          STATION RECOVERY (2013)
 KV2944
 KV2944'RECOVERY NOTE BY GEOCACHING 2013 (MFM)
 KV2944'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2920 ***********************************************************************
 KV2920  DESIGNATION -  E 78
 KV2920  PID         -  KV2920
 KV2920  STATE/COUNTY-  NJ/SOMERSET
 KV2920  COUNTRY     -  US
 KV2920  USGS QUAD   -  RARITAN (2019)
 KV2920
 KV2920                         *CURRENT SURVEY CONTROL
 KV2920  ______________________________________________________________________
 KV2920* NAD 83(2011) POSITION- 40 35 16.39794(N) 074 39 05.85338(W)   ADJUSTED
 KV2920* NAD 83(2011) ELLIP HT-    14.845 (meters)        (06/27/12)   ADJUSTED
 KV2920* NAD 83(2011) EPOCH   -  2010.00
 KV2920* NAVD 88 ORTHO HEIGHT -    48.230 (meters)      158.23  (feet) ADJUSTED
 KV2920  ______________________________________________________________________
 KV2920  GEOID HEIGHT    -        -33.394 (meters)                     GEOID18
 KV2920  NAD 83(2011) X  -  1,283,866.459 (meters)                     COMP
 KV2920  NAD 83(2011) Y  - -4,677,505.732 (meters)                     COMP
 KV2920  NAD 83(2011) Z  -  4,127,785.916 (meters)                     COMP
 KV2920  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 KV2920  DYNAMIC HEIGHT  -         48.208 (meters)      158.16  (feet) COMP
 KV2920  MODELED GRAVITY -    980,176.0   (mgal)                       NAVD 88
 KV2920
 KV2920  VERT ORDER      -  FIRST     CLASS II
 KV2920
 KV2920  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV2920  Standards:
 KV2920         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV2920            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV2920  -------------------------------------------------------------------
 KV2920  NETWORK    1.20   2.04           0.43   0.52   1.04      0.36293156
 KV2920  -------------------------------------------------------------------
 KV2920  Click here for local accuracies and other accuracy information.
 KV2920
 KV2920.The horizontal coordinates were established by GPS observations
 KV2920.and adjusted by the National Geodetic Survey in June 2012.
 KV2920
 KV2920.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV2920.been affixed to the stable North American tectonic plate. See 
 KV2920.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV2920
 KV2920.The horizontal coordinates are valid at the epoch date displayed above
 KV2920.which is a decimal equivalence of Year/Month/Day.
 KV2920
 KV2920.The orthometric height was determined by differential leveling and
 KV2920.adjusted by the NATIONAL GEODETIC SURVEY
 KV2920.in June 1991.
 KV2920
 KV2920.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2920.GEOID18 height accuracy estimate available here.
 KV2920
 KV2920.Click photographs - Photos may exist for this station.
 KV2920
 KV2920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2920
 KV2920.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV2920
 KV2920.The ellipsoidal height was determined by GPS observations
 KV2920.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV2920
 KV2920;                    North         East     Units Scale Factor Converg.
 KV2920;SPC NJ       -   194,798.218   137,165.078   MT  0.99990203   -0 05 55.1
 KV2920;SPC NJ       -   639,100.49    450,015.76   sFT  0.99990203   -0 05 55.1
 KV2920;UTM  18      - 4,493,068.707   529,480.548   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2948093068(NAD 83)
 KV2920
 KV2920                          SUPERSEDED SURVEY CONTROL
 KV2920
 KV2920  NAD 83(2007)-  40 35 16.39811(N)    074 39 05.85392(W) AD(2002.00) 0
 KV2920  ELLIP H (02/10/07)   14.838  (m)                       GP(2002.00)    
 KV2920  ELLIP H (10/23/02)   14.839  (m)                       GP(       ) 4 1
 KV2920  NAD 83(1996)-  40 35 16.39834(N)    074 39 05.85416(W) AD(       ) 2
 KV2920  ELLIP H (05/14/99)   14.848  (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  NGVD 29              48.49   (m)          159.1    (f) LEVELING    3  
 KV2920
 KV2920.Superseded values are not recommended for survey control.
 KV2920
 KV2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2920.See file dsdata.pdf to determine how the superseded data were derived.
 KV2920
 KV2920_MARKER: DV = VERTICAL CONTROL DISK
 KV2920_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KV2920+WITH SETTING: INFORMATION.
 KV2920_STAMPING: E 78 1978
 KV2920_MARK LOGO: NGS
 KV2920_PROJECTION: RECESSED 20 CENTIMETERS
 KV2920_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU2321 ***********************************************************************
 JU2321  DESIGNATION -  E 79
 JU2321  PID         -  JU2321
 JU2321  STATE/COUNTY-  NJ/CAPE MAY
 JU2321  COUNTRY     -  US
 JU2321  USGS QUAD   -  WOODBINE (2019)
 JU2321
 JU2321                         *CURRENT SURVEY CONTROL
 JU2321  ______________________________________________________________________
 JU2321* NAD 83(1986) POSITION- 39 11 53.     (N) 074 50 54.     (W)   SCALED
 JU2321* NAVD 88 ORTHO HEIGHT -     3.447 (meters)       11.31  (feet) ADJUSTED
 JU2321  ______________________________________________________________________
 JU2321  GEOID HEIGHT    -        -34.732 (meters)                     GEOID18
 JU2321  DYNAMIC HEIGHT  -          3.445 (meters)       11.30  (feet) COMP
 JU2321  MODELED GRAVITY -    980,086.4   (mgal)                       NAVD 88
 JU2321
 JU2321  VERT ORDER      -  FIRST     CLASS II
 JU2321
 JU2321.The horizontal coordinates were scaled from a map and have
 JU2321.an estimated accuracy of +/- 6 seconds.
 JU2321
 JU2321.The orthometric height was determined by differential leveling and
 JU2321.adjusted by the NATIONAL GEODETIC SURVEY
 JU2321.in June 1991.
 JU2321
 JU2321.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2321.GEOID18 height accuracy estimate available here.
 JU2321
 JU2321.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ130387(NAD 83)
 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
 JU2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2321.See file dsdata.pdf to determine how the superseded data were derived.
 JU2321
 JU2321_MARKER: DB = BENCH MARK DISK
 JU2321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20070918 MARK NOT FOUND   UE
 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.
 JU2321
 JU2321                          STATION RECOVERY (2007)
 JU2321
 JU2321'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2321'THERE IS NO SIGN OF A GREENHOUSE, EXCEPT MAYBE FOR A CONCRETE PAD.
 JU2321'THERE IS NO RED SHED. THE POLE IS STILL THERE, BUT WITHOUT THE SIREN.
 JU2321'IT IS NOW DEVICO S PRODUCE MARKET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0115 ***********************************************************************
 JU0115  DESIGNATION -  E 8
 JU0115  PID         -  JU0115
 JU0115  STATE/COUNTY-  NJ/BURLINGTON
 JU0115  COUNTRY     -  US
 JU0115  USGS QUAD   -  NEW GRETNA (2019)
 JU0115
 JU0115                         *CURRENT SURVEY CONTROL
 JU0115  ______________________________________________________________________
 JU0115* NAD 83(1986) POSITION- 39 35 28.     (N) 074 27 35.     (W)   SCALED
 JU0115* NAVD 88 ORTHO HEIGHT -     4.086 (meters)       13.41  (feet) ADJUSTED
 JU0115  ______________________________________________________________________
 JU0115  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 JU0115  DYNAMIC HEIGHT  -          4.084 (meters)       13.40  (feet) COMP
 JU0115  MODELED GRAVITY -    980,154.8   (mgal)                       NAVD 88
 JU0115
 JU0115  VERT ORDER      -  FIRST     CLASS II
 JU0115
 JU0115.The horizontal coordinates were scaled from a map and have
 JU0115.an estimated accuracy of +/- 6 seconds.
 JU0115
 JU0115.The orthometric height was determined by differential leveling and
 JU0115.adjusted by the NATIONAL GEODETIC SURVEY
 JU0115.in June 1991.
 JU0115
 JU0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0115.GEOID18 height accuracy estimate available here.
 JU0115
 JU0115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ463825(NAD 83)
 JU0115
 JU0115                          SUPERSEDED SURVEY CONTROL
 JU0115
 JU0115  NGVD 29 (11/26/84)    4.472  (m)           14.67   (f) ADJUSTED    1 2
 JU0115
 JU0115.Superseded values are not recommended for survey control.
 JU0115
 JU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0115.See file dsdata.pdf to determine how the superseded data were derived.
 JU0115
 JU0115_STAMPING: 14.672 E 8 1930
 JU0115_MARK LOGO: CGS
 JU0115_PROJECTION: FLUSH
 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  HISTORY     - 20200131 MARK NOT FOUND   NJGS
 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.
 JU0115
 JU0115                          STATION RECOVERY (2020)
 JU0115
 JU0115'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU0115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1174 ***********************************************************************
 HU1174  DESIGNATION -  E 81
 HU1174  PID         -  HU1174
 HU1174  STATE/COUNTY-  NJ/CAPE MAY
 HU1174  COUNTRY     -  US
 HU1174  USGS QUAD   -  CAPE MAY (2019)
 HU1174
 HU1174                         *CURRENT SURVEY CONTROL
 HU1174  ______________________________________________________________________
 HU1174* NAD 83(1986) POSITION- 38 58 17.30   (N) 074 54 47.54   (W)   HD_HELD1
 HU1174* NAVD 88 ORTHO HEIGHT -     3.696 (meters)       12.13  (feet) ADJUSTED
 HU1174  ______________________________________________________________________
 HU1174  GEOID HEIGHT    -        -35.446 (meters)                     GEOID18
 HU1174  DYNAMIC HEIGHT  -          3.694 (meters)       12.12  (feet) COMP
 HU1174  MODELED GRAVITY -    980,050.6   (mgal)                       NAVD 88
 HU1174
 HU1174  VERT ORDER      -  FIRST     CLASS II
 HU1174
 HU1174.The horizontal coordinates were determined by differentially corrected
 HU1174.hand held GPS observations or other comparable positioning techniques
 HU1174.and have an estimated accuracy of +/- 3 meters.
 HU1174
 HU1174.The orthometric height was determined by differential leveling and
 HU1174.adjusted by the NATIONAL GEODETIC SURVEY
 HU1174.in June 1991.
 HU1174
 HU1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1174.GEOID18 height accuracy estimate available here.
 HU1174
 HU1174.Click photographs - Photos may exist for this station.
 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       -    15,415.0     114,194.6     MT  (+/- 3 meters HH1 GPS) 
 HU1174
 HU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0751813614(NAD 83)
 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
 HU1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1174.See file dsdata.pdf to determine how the superseded data were derived.
 HU1174
 HU1174_MARKER: DV = VERTICAL CONTROL DISK
 HU1174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 SUITABLE FOR
 HU1174+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2013
 HU1174_ROD/PIPE-DEPTH: 6.1 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  HISTORY     - 20081014 GOOD             GEOCAC
 HU1174  HISTORY     - 20130407 GOOD             INDIV
 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.
 HU1174
 HU1174                          STATION RECOVERY (2008)
 HU1174
 HU1174'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1174'RECOVERED IN GOOD CONDITION.
 HU1174
 HU1174                          STATION RECOVERY (2013)
 HU1174
 HU1174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 HU1174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2235 ***********************************************************************
 JU2235  DESIGNATION -  E 82
 JU2235  PID         -  JU2235
 JU2235  STATE/COUNTY-  NJ/SALEM
 JU2235  COUNTRY     -  US
 JU2235  USGS QUAD   -  SALEM (2019)
 JU2235
 JU2235                         *CURRENT SURVEY CONTROL
 JU2235  ______________________________________________________________________
 JU2235* NAD 83(1986) POSITION- 39 36 09.02   (N) 075 29 51.21   (W)   HD_HELD1
 JU2235* NAVD 88 ORTHO HEIGHT -     3.544 (meters)       11.63  (feet) ADJUSTED
 JU2235  ______________________________________________________________________
 JU2235  GEOID HEIGHT    -        -33.393 (meters)                     GEOID18
 JU2235  DYNAMIC HEIGHT  -          3.543 (meters)       11.62  (feet) COMP
 JU2235  MODELED GRAVITY -    980,134.1   (mgal)                       NAVD 88
 JU2235
 JU2235  VERT ORDER      -  FIRST     CLASS II
 JU2235
 JU2235.The horizontal coordinates were determined by differentially corrected
 JU2235.hand held GPS observations or other comparable positioning techniques
 JU2235.and have an estimated accuracy of +/- 3 meters.
 JU2235
 JU2235.The orthometric height was determined by differential leveling and
 JU2235.adjusted by the NATIONAL GEODETIC SURVEY
 JU2235.in June 1991.
 JU2235
 JU2235.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2235.GEOID18 height accuracy estimate available here.
 JU2235
 JU2235.Click photographs - Photos may exist for this station.
 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       -    85,860.1      64,330.5     MT  (+/- 3 meters HH1 GPS) 
 JU2235
 JU2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5728383758(NAD 83)
 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
 JU2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2235.See file dsdata.pdf to determine how the superseded data were derived.
 JU2235
 JU2235_MARKER: DV = VERTICAL CONTROL DISK
 JU2235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 SUITABLE FOR
 JU2235+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2020
 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  HISTORY     - 20070523 GOOD             UE
 JU2235  HISTORY     - 20150210 GOOD             IDAK
 JU2235  HISTORY     - 20200323 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.
 JU2235
 JU2235                          STATION RECOVERY (2007)
 JU2235
 JU2235'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2235'RECOVERED IN GOOD CONDITION.
 JU2235
 JU2235                          STATION RECOVERY (2015)
 JU2235
 JU2235'RECOVERY NOTE BY DUBOIS AND KING, INC 2015 (JRF)
 JU2235'RECOVERED AS DESCRIBED.
 JU2235
 JU2235                          STATION RECOVERY (2020)
 JU2235
 JU2235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0941 ***********************************************************************
 JU0941  DESIGNATION -  E 9
 JU0941  PID         -  JU0941
 JU0941  STATE/COUNTY-  NJ/CUMBERLAND
 JU0941  COUNTRY     -  US
 JU0941  USGS QUAD   -  BRIDGETON (2019)
 JU0941
 JU0941                         *CURRENT SURVEY CONTROL
 JU0941  ______________________________________________________________________
 JU0941* NAD 83(1986) POSITION- 39 24 37.     (N) 075 07 35.     (W)   SCALED
 JU0941* NAVD 88 ORTHO HEIGHT -    29.761 (meters)       97.64  (feet) POSTED
 JU0941  ______________________________________________________________________
 JU0941  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 JU0941  DYNAMIC HEIGHT  -         29.75  (meters)       97.6   (feet) COMP
 JU0941  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 JU0941
 JU0941  VERT ORDER      -  * POSTED, SEE BELOW
 JU0941
 JU0941.The horizontal coordinates were scaled from a 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
 JU0941.* This is a POSTED BENCH MARK height.
 JU0941
 JU0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0941.GEOID18 height accuracy estimate available here.
 JU0941
 JU0941.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ891623(NAD 83)
 JU0941
 JU0941                          SUPERSEDED SURVEY CONTROL
 JU0941
 JU0941  NGVD 29 (11/26/84)   30.152  (m)           98.92   (f) ADJUSTED    1 2
 JU0941
 JU0941.Superseded values are not recommended for survey control.
 JU0941
 JU0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0941.See file dsdata.pdf to determine how the superseded data were derived.
 JU0941
 JU0941_MARKER: DB = BENCH MARK DISK
 JU0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0941_STAMPING: 98.924 E 9 1930
 JU0941_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU4433 ***********************************************************************
 JU4433  DESIGNATION -  E HARBOR 2
 JU4433  PID         -  JU4433
 JU4433  STATE/COUNTY-  NJ/ATLANTIC
 JU4433  COUNTRY     -  US
 JU4433  USGS QUAD   -  OCEAN CITY (2019)
 JU4433
 JU4433                         *CURRENT SURVEY CONTROL
 JU4433  ______________________________________________________________________
 JU4433* NAD 83(2011) POSITION- 39 20 35.31473(N) 074 36 09.75898(W)   ADJUSTED
 JU4433* NAD 83(2011) ELLIP HT-   -24.913 (meters)        (06/27/12)   ADJUSTED
 JU4433* NAD 83(2011) EPOCH   -  2010.00
 JU4433* NAVD 88 ORTHO HEIGHT -     9.407 (meters)       30.86  (feet) ADJUSTED
 JU4433  ______________________________________________________________________
 JU4433  GEOID HEIGHT    -        -34.310 (meters)                     GEOID18
 JU4433  NAD 83(2011) X  -  1,311,421.533 (meters)                     COMP
 JU4433  NAD 83(2011) Y  - -4,761,965.850 (meters)                     COMP
 JU4433  NAD 83(2011) Z  -  4,021,834.875 (meters)                     COMP
 JU4433  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 JU4433  DYNAMIC HEIGHT  -          9.403 (meters)       30.85  (feet) COMP
 JU4433  MODELED GRAVITY -    980,110.0   (mgal)                       NAVD 88
 JU4433
 JU4433  VERT ORDER      -  FIRST     CLASS II
 JU4433
 JU4433  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4433  Standards:
 JU4433         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4433            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4433  -------------------------------------------------------------------
 JU4433  NETWORK    0.81   1.22           0.34   0.32   0.62      0.10023500
 JU4433  -------------------------------------------------------------------
 JU4433  Click here for local accuracies and other accuracy information.
 JU4433
 JU4433.The horizontal coordinates were established by GPS observations
 JU4433.and adjusted by the National Geodetic Survey in June 2012.
 JU4433
 JU4433.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4433.been affixed to the stable North American tectonic plate. See 
 JU4433.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4433
 JU4433.The horizontal coordinates are valid at the epoch date displayed above
 JU4433.which is a decimal equivalence of Year/Month/Day.
 JU4433
 JU4433.The orthometric height was determined by differential leveling and
 JU4433.adjusted by the NATIONAL GEODETIC SURVEY
 JU4433.in March 2005.
 JU4433
 JU4433.No vertical observational check was made to the station.
 JU4433
 JU4433.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4433.GEOID18 height accuracy estimate available here.
 JU4433
 JU4433.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU4433
 JU4433.The ellipsoidal height was determined by GPS observations
 JU4433.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4433
 JU4433;                    North         East     Units Scale Factor Converg.
 JU4433;SPC NJ       -    56,596.994   141,146.551   MT  0.99990096   -0 03 54.4
 JU4433;SPC NJ       -   185,685.30    463,078.31   sFT  0.99990096   -0 03 54.4
 JU4433;UTM  18      - 4,354,931.901   534,235.237   MT  0.99961443   +0 15 06.7
 JU4433
 JU4433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4433!SPC NJ       -   1.00000391  x   0.99990096  =   0.99990487
 JU4433!UTM  18      -   1.00000391  x   0.99961443  =   0.99961834
 JU4433
 JU4433:                Primary Azimuth Mark                     Grid Az
 JU4433:SPC NJ       -  E HARBOR 1                               209 43 51.1
 JU4433:UTM  18      -  E HARBOR 1                               209 24 50.0
 JU4433
 JU4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3423554931(NAD 83)
 JU4433
 JU4433|---------------------------------------------------------------------|
 JU4433| PID    Reference Object                     Distance      Geod. Az  |
 JU4433|                                                           dddmmss.s |
 JU4433| JU4432 E HARBOR 1                          APPROX. 0.6 KM 2093956.7 |
 JU4433|---------------------------------------------------------------------|
 JU4433
 JU4433                          SUPERSEDED SURVEY CONTROL
 JU4433
 JU4433  NAD 83(2007)-  39 20 35.31508(N)    074 36 09.75972(W) AD(2002.00) 0
 JU4433  ELLIP H (02/10/07)  -24.904  (m)                       GP(2002.00)    
 JU4433  ELLIP H (10/23/02)  -24.863  (m)                       GP(       ) 4 1
 JU4433  NAD 83(1996)-  39 20 35.31479(N)    074 36 09.75958(W) AD(       ) 1
 JU4433  ELLIP H (05/14/99)  -24.907  (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)  -24.982  (m)                       GP(       ) 3 1
 JU4433  NAVD 88 (04/25/94)    9.4    (m)  GEOID93  model used  GPS OBS        
 JU4433
 JU4433.Superseded values are not recommended for survey control.
 JU4433
 JU4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4433.See file dsdata.pdf to determine how the superseded data were derived.
 JU4433
 JU4433_MARKER: DD = SURVEY DISK
 JU4433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4433_STAMPING: E HARBOR 2 1993
 JU4433_MARK LOGO: NJHA
 JU4433_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 JU4434 ***********************************************************************
 JU4434  DESIGNATION -  E HARBOR 3
 JU4434  PID         -  JU4434
 JU4434  STATE/COUNTY-  NJ/ATLANTIC
 JU4434  COUNTRY     -  US
 JU4434  USGS QUAD   -  PLEASANTVILLE (2019)
 JU4434
 JU4434                         *CURRENT SURVEY CONTROL
 JU4434  ______________________________________________________________________
 JU4434* NAD 83(2011) POSITION- 39 23 24.97434(N) 074 34 04.37539(W)   ADJUSTED
 JU4434* NAD 83(2011) ELLIP HT-   -27.314 (meters)        (06/27/12)   ADJUSTED
 JU4434* NAD 83(2011) EPOCH   -  2010.00
 JU4434* NAVD 88 ORTHO HEIGHT -     6.9   (meters)       23.    (feet) GPS OBS
 JU4434  ______________________________________________________________________
 JU4434  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4434  GEOID HEIGHT    -        -34.450 (meters)                     GEOID93
 JU4434  GEOID HEIGHT    -        -34.134 (meters)                     GEOID18
 JU4434  NAD 83(2011) X  -  1,313,432.392 (meters)                     COMP
 JU4434  NAD 83(2011) Y  - -4,757,966.956 (meters)                     COMP
 JU4434  NAD 83(2011) Z  -  4,025,878.385 (meters)                     COMP
 JU4434  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 JU4434
 JU4434  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4434  Standards:
 JU4434         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4434            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4434  -------------------------------------------------------------------
 JU4434  NETWORK    0.80   1.18           0.35   0.30   0.60     -0.08083695
 JU4434  -------------------------------------------------------------------
 JU4434  Click here for local accuracies and other accuracy information.
 JU4434
 JU4434.The horizontal coordinates were established by GPS observations
 JU4434.and adjusted by the National Geodetic Survey in June 2012.
 JU4434
 JU4434.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4434.been affixed to the stable North American tectonic plate. See 
 JU4434.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4434
 JU4434.The horizontal coordinates are valid at the epoch date displayed above
 JU4434.which is a decimal equivalence of Year/Month/Day.
 JU4434
 JU4434.The orthometric height was determined by GPS observations and a
 JU4434.high-resolution geoid model.
 JU4434
 JU4434.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4434.GEOID18 height accuracy estimate available here.
 JU4434
 JU4434.Click photographs - Photos may exist for this station.
 JU4434
 JU4434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4434
 JU4434.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4434
 JU4434.The ellipsoidal height was determined by GPS observations
 JU4434.and is referenced to NAD 83.
 JU4434
 JU4434. The following values were computed from the NAD 83(2011) position.
 JU4434
 JU4434;                    North         East     Units Scale Factor Converg.
 JU4434;SPC NJ       -    61,825.869   144,152.647   MT  0.99990042   -0 02 35.1
 JU4434;SPC NJ       -   202,840.37    472,940.81   sFT  0.99990042   -0 02 35.1
 JU4434;UTM  18      - 4,360,175.840   537,211.496   MT  0.99961705   +0 16 27.2
 JU4434
 JU4434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4434!SPC NJ       -   1.00000429  x   0.99990042  =   0.99990470
 JU4434!UTM  18      -   1.00000429  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3721160175(NAD 83)
 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  NAD 83(2007)-  39 23 24.97471(N)    074 34 04.37614(W) AD(2002.00) 0
 JU4434  ELLIP H (02/10/07)  -27.305  (m)                       GP(2002.00)    
 JU4434  ELLIP H (10/23/02)  -27.277  (m)                       GP(       ) 4 1
 JU4434  NAD 83(1996)-  39 23 24.97445(N)    074 34 04.37604(W) AD(       ) 1
 JU4434  ELLIP H (05/14/99)  -27.298  (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)  -27.372  (m)                       GP(       ) 3 1
 JU4434
 JU4434.Superseded values are not recommended for survey control.
 JU4434
 JU4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4434.See file dsdata.pdf to determine how the superseded data were derived.
 JU4434
 JU4434_MARKER: DD = SURVEY DISK
 JU4434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 25, 2021
 JU4434
 JU4434  HISTORY     - Date     Condition        Report By
 JU4434  HISTORY     - 1991     MONUMENTED       NJHA
 JU4434  HISTORY     - 19930610 GOOD
 JU4434  HISTORY     - 20100602 GOOD             BANC
 JU4434  HISTORY     - 20210625 SEE DESCRIPTION  NCGS
 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.
 JU4434
 JU4434                          STATION RECOVERY (2010)
 JU4434
 JU4434'RECOVERY NOTE BY BANC 3 2010 (JR)
 JU4434'RECOVERED IN GOOD CONDITION.
 JU4434
 JU4434                          STATION RECOVERY (2021)
 JU4434
 JU4434'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2021 (MK)
 JU4434'THE MONUMENT APPEARS IN GOOD CONDITION BUT THE DISK IS BENT WITH THE
 JU4434'CENTER OF THE DISK RAISED A FEW MILLIMETERS ABOVE THE CONCRETE
 JU4434'MONUMENT.  VERTICAL CONTROL MAY BE COMPROMISED, USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4436 ***********************************************************************
 JU4436  DESIGNATION -  E HARBOR 5
 JU4436  PID         -  JU4436
 JU4436  STATE/COUNTY-  NJ/ATLANTIC
 JU4436  COUNTRY     -  US
 JU4436  USGS QUAD   -  PLEASANTVILLE (2019)
 JU4436
 JU4436                         *CURRENT SURVEY CONTROL
 JU4436  ______________________________________________________________________
 JU4436* NAD 83(2011) POSITION- 39 26 29.37098(N) 074 32 23.11259(W)   ADJUSTED
 JU4436* NAD 83(2011) ELLIP HT-   -25.119 (meters)        (06/27/12)   ADJUSTED
 JU4436* NAD 83(2011) EPOCH   -  2010.00
 JU4436* NAVD 88 ORTHO HEIGHT -     8.9   (meters)       29.    (feet) GPS OBS
 JU4436  ______________________________________________________________________
 JU4436  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4436  GEOID HEIGHT    -        -34.260 (meters)                     GEOID93
 JU4436  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 JU4436  NAD 83(2011) X  -  1,314,806.022 (meters)                     COMP
 JU4436  NAD 83(2011) Y  - -4,753,843.094 (meters)                     COMP
 JU4436  NAD 83(2011) Z  -  4,030,273.113 (meters)                     COMP
 JU4436  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 JU4436
 JU4436  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4436  Standards:
 JU4436         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4436            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4436  -------------------------------------------------------------------
 JU4436  NETWORK    0.73   1.06           0.33   0.26   0.54      0.05781505
 JU4436  -------------------------------------------------------------------
 JU4436  Click here for local accuracies and other accuracy information.
 JU4436
 JU4436.The horizontal coordinates were established by GPS observations
 JU4436.and adjusted by the National Geodetic Survey in June 2012.
 JU4436
 JU4436.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4436.been affixed to the stable North American tectonic plate. See 
 JU4436.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4436
 JU4436.The horizontal coordinates are valid at the epoch date displayed above
 JU4436.which is a decimal equivalence of Year/Month/Day.
 JU4436
 JU4436.The orthometric height was determined by GPS observations and a
 JU4436.high-resolution geoid model.
 JU4436
 JU4436.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4436.GEOID18 height accuracy estimate available here.
 JU4436
 JU4436.Click photographs - Photos may exist for this station.
 JU4436
 JU4436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4436
 JU4436.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4436
 JU4436.The ellipsoidal height was determined by GPS observations
 JU4436.and is referenced to NAD 83.
 JU4436
 JU4436. The following values were computed from the NAD 83(2011) position.
 JU4436
 JU4436;                    North         East     Units Scale Factor Converg.
 JU4436;SPC NJ       -    67,510.619   146,578.143   MT  0.99990014   -0 01 30.9
 JU4436;SPC NJ       -   221,491.09    480,898.46   sFT  0.99990014   -0 01 30.9
 JU4436;UTM  18      - 4,365,872.335   539,604.780   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  =   0.99962325
 JU4436
 JU4436:                Primary Azimuth Mark                     Grid Az
 JU4436:SPC NJ       -  E HARBOR 6                               004 49 52.1
 JU4436:UTM  18      -  E HARBOR 6                               004 30 48.6
 JU4436
 JU4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3960465872(NAD 83)
 JU4436
 JU4436|---------------------------------------------------------------------|
 JU4436| PID    Reference Object                     Distance      Geod. Az  |
 JU4436|                                                           dddmmss.s |
 JU4436| JU4437 E HARBOR 6                          410.713 METERS 0044821.2 |
 JU4436|---------------------------------------------------------------------|
 JU4436
 JU4436                          SUPERSEDED SURVEY CONTROL
 JU4436
 JU4436  NAD 83(2007)-  39 26 29.37136(N)    074 32 23.11335(W) AD(2002.00) 0
 JU4436  ELLIP H (02/10/07)  -25.110  (m)                       GP(2002.00)    
 JU4436  ELLIP H (10/23/02)  -25.086  (m)                       GP(       ) 4 1
 JU4436  NAD 83(1996)-  39 26 29.37109(N)    074 32 23.11327(W) AD(       ) 1
 JU4436  ELLIP H (05/14/99)  -25.102  (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)  -25.171  (m)                       GP(       ) 3 1
 JU4436
 JU4436.Superseded values are not recommended for survey control.
 JU4436
 JU4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4436.See file dsdata.pdf to determine how the superseded data were derived.
 JU4436
 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 = JULY 24, 2026 22:12:30 EDT
 JU4437 ***********************************************************************
 JU4437  DESIGNATION -  E HARBOR 6
 JU4437  PID         -  JU4437
 JU4437  STATE/COUNTY-  NJ/ATLANTIC
 JU4437  COUNTRY     -  US
 JU4437  USGS QUAD   -  PLEASANTVILLE (2019)
 JU4437
 JU4437                         *CURRENT SURVEY CONTROL
 JU4437  ______________________________________________________________________
 JU4437* NAD 83(2011) POSITION- 39 26 42.64170(N) 074 32 21.67354(W)   ADJUSTED
 JU4437* NAD 83(2011) ELLIP HT-   -28.762 (meters)        (06/27/12)   ADJUSTED
 JU4437* NAD 83(2011) EPOCH   -  2010.00
 JU4437* NAVD 88 ORTHO HEIGHT -     5.2   (meters)       17.    (feet) GPS OBS
 JU4437  ______________________________________________________________________
 JU4437  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4437  GEOID HEIGHT    -        -34.250 (meters)                     GEOID93
 JU4437  GEOID HEIGHT    -        -33.932 (meters)                     GEOID18
 JU4437  NAD 83(2011) X  -  1,314,769.125 (meters)                     COMP
 JU4437  NAD 83(2011) Y  - -4,753,580.605 (meters)                     COMP
 JU4437  NAD 83(2011) Z  -  4,030,586.856 (meters)                     COMP
 JU4437  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 JU4437
 JU4437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4437  Standards:
 JU4437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4437  -------------------------------------------------------------------
 JU4437  NETWORK    0.64   0.90           0.29   0.22   0.46      0.07874781
 JU4437  -------------------------------------------------------------------
 JU4437  Click here for local accuracies and other accuracy information.
 JU4437
 JU4437.The horizontal coordinates were established by GPS observations
 JU4437.and adjusted by the National Geodetic Survey in June 2012.
 JU4437
 JU4437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4437.been affixed to the stable North American tectonic plate. See 
 JU4437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4437
 JU4437.The horizontal coordinates are valid at the epoch date displayed above
 JU4437.which is a decimal equivalence of Year/Month/Day.
 JU4437
 JU4437.The orthometric height was determined by GPS observations and a
 JU4437.high-resolution geoid model.
 JU4437
 JU4437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4437.GEOID18 height accuracy estimate available here.
 JU4437
 JU4437.Click photographs - Photos may exist for this station.
 JU4437
 JU4437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4437
 JU4437.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4437
 JU4437.The ellipsoidal height was determined by GPS observations
 JU4437.and is referenced to NAD 83.
 JU4437
 JU4437. The following values were computed from the NAD 83(2011) position.
 JU4437
 JU4437;                    North         East     Units Scale Factor Converg.
 JU4437;SPC NJ       -    67,919.832   146,612.730   MT  0.99990014   -0 01 30.0
 JU4437;SPC NJ       -   222,833.65    481,011.93   sFT  0.99990014   -0 01 30.0
 JU4437;UTM  18      - 4,366,281.619   539,637.088   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 52.1
 JU4437:UTM  18      -  E HARBOR 5                               184 30 48.5
 JU4437
 JU4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3963766281(NAD 83)
 JU4437
 JU4437|---------------------------------------------------------------------|
 JU4437| PID    Reference Object                     Distance      Geod. Az  |
 JU4437|                                                           dddmmss.s |
 JU4437| JU4436 E HARBOR 5                          410.713 METERS 1844822.1 |
 JU4437|---------------------------------------------------------------------|
 JU4437
 JU4437                          SUPERSEDED SURVEY CONTROL
 JU4437
 JU4437  NAD 83(2007)-  39 26 42.64207(N)    074 32 21.67430(W) AD(2002.00) 0
 JU4437  ELLIP H (02/10/07)  -28.752  (m)                       GP(2002.00)    
 JU4437  ELLIP H (10/23/02)  -28.729  (m)                       GP(       ) 4 1
 JU4437  NAD 83(1996)-  39 26 42.64180(N)    074 32 21.67423(W) AD(       ) 1
 JU4437  ELLIP H (05/14/99)  -28.743  (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)  -28.814  (m)                       GP(       ) 3 1
 JU4437
 JU4437.Superseded values are not recommended for survey control.
 JU4437
 JU4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4437.See file dsdata.pdf to determine how the superseded data were derived.
 JU4437
 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 = JULY 24, 2026 22:12:30 EDT
 KV3975 ***********************************************************************
 KV3975  DESIGNATION -  E RUTHERFORD STAND BLEACH CHIM
 KV3975  PID         -  KV3975
 KV3975  STATE/COUNTY-  NJ/BERGEN
 KV3975  COUNTRY     -  US
 KV3975  USGS QUAD   -  WEEHAWKEN (2016)
 KV3975
 KV3975                         *CURRENT SURVEY CONTROL
 KV3975  ______________________________________________________________________
 KV3975* NAD 83(1996) POSITION- 40 50 36.24130(N) 074 06 54.12945(W)   ADJUSTED
 KV3975  ______________________________________________________________________
 KV3975  GEOID HEIGHT    -        -32.122 (meters)                     GEOID18
 KV3975  LAPLACE CORR    -          6.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3975.GEOID18 height accuracy estimate available here.
 KV3975
 KV3975.Click photographs - Photos may exist for this station.
 KV3975
 KV3975.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3975
 KV3975. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7460321750(NAD 83)
 KV3975
 KV3975                          SUPERSEDED SURVEY CONTROL
 KV3975
 KV3975  NAD 83(1996)-  40 50 36.24112(N)    074 06 54.12956(W) AD(       ) 3
 KV3975  NAD 83(1996)-  40 50 36.23790(N)    074 06 54.13112(W) AD(       ) 3
 KV3975  NAD 83(1992)-  40 50 36.23796(N)    074 06 54.13134(W) AD(       ) 3
 KV3975  NAD 83(1986)-  40 50 36.23996(N)    074 06 54.13819(W) AD(       ) 3
 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
 KV3975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3975.See file dsdata.pdf to determine how the superseded data were derived.
 KV3975
 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 = JULY 24, 2026 22:12:30 EDT
 JU3144 ***********************************************************************
 JU3144  DESIGNATION -  EAGLE POINT
 JU3144  PID         -  JU3144
 JU3144  STATE/COUNTY-  NJ/GLOUCESTER
 JU3144  COUNTRY     -  US
 JU3144  USGS QUAD   -  PHILADELPHIA (2019)
 JU3144
 JU3144                         *CURRENT SURVEY CONTROL
 JU3144  ______________________________________________________________________
 JU3144* NAD 83(1996) POSITION- 39 52 42.21684(N) 075 09 58.74296(W)   ADJUSTED
 JU3144* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3144  ______________________________________________________________________
 JU3144  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 JU3144  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3144.GEOID18 height accuracy estimate available here.
 JU3144
 JU3144.Click photographs - Photos may exist for this station.
 JU3144
 JU3144.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3144
 JU3144. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000506  x   0.99993998  =   0.99994504
 JU3144!UTM  18      -   1.00000506  x   0.99960249  =   0.99960754
 JU3144
 JU3144:                Primary Azimuth Mark                     Grid Az
 JU3144:SPC NJ       -  PHILADELPHIA NAVY YD PWR TANK            349 58 40.7
 JU3144:UTM  18      -  PHILADELPHIA NAVY YD PWR TANK            349 39 26.6
 JU3144
 JU3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8577814273(NAD 83)
 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  USBS        -  39 52 39.28000(N)    075 09 41.21000(W) AD(       ) 3
 JU3144  USSD        -  39 52 42.20000(N)    075 09 59.97000(W) AD(       ) 3
 JU3144
 JU3144.Superseded values are not recommended for survey control.
 JU3144
 JU3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3144.See file dsdata.pdf to determine how the superseded data were derived.
 JU3144
 JU3144_MARKER: Z = SEE DESCRIPTION
 JU3144_SETTING: 0 = UNSPECIFIED SETTING
 JU3144
 JU3144  HISTORY     - Date     Condition        Report By
 JU3144  HISTORY     - 1925     MONUMENTED       USACE
 JU3144  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3144
 JU3144                          STATION DESCRIPTION
 JU3144
 JU3144'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3366 ***********************************************************************
 JU3366  DESIGNATION -  EAST
 JU3366  PID         -  JU3366
 JU3366  STATE/COUNTY-  NJ/CUMBERLAND
 JU3366  COUNTRY     -  US
 JU3366  USGS QUAD   -  PORT NORRIS (2019)
 JU3366
 JU3366                         *CURRENT SURVEY CONTROL
 JU3366  ______________________________________________________________________
 JU3366* NAD 83(2011) POSITION- 39 11 46.56874(N) 075 01 29.18943(W)   ADJUSTED
 JU3366* NAD 83(2011) ELLIP HT-   -32.108 (meters)        (06/27/12)   ADJUSTED
 JU3366* NAD 83(2011) EPOCH   -  2010.00
 JU3366* NAVD 88 ORTHO HEIGHT -     2.5   (meters)        8.    (feet) GPS OBS
 JU3366  ______________________________________________________________________
 JU3366  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU3366  GEOID HEIGHT    -         -34.94 (meters)                     GEOID93
 JU3366  GEOID HEIGHT    -        -34.613 (meters)                     GEOID18
 JU3366  NAD 83(2011) X  -  1,278,973.266 (meters)                     COMP
 JU3366  NAD 83(2011) Y  - -4,781,462.319 (meters)                     COMP
 JU3366  NAD 83(2011) Z  -  4,009,206.659 (meters)                     COMP
 JU3366  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 JU3366
 JU3366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3366  Standards:
 JU3366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3366  -------------------------------------------------------------------
 JU3366  NETWORK    0.60   0.94           0.27   0.21   0.48     -0.08641454
 JU3366  -------------------------------------------------------------------
 JU3366  Click here for local accuracies and other accuracy information.
 JU3366
 JU3366.The horizontal coordinates were established by GPS observations
 JU3366.and adjusted by the National Geodetic Survey in June 2012.
 JU3366
 JU3366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3366.been affixed to the stable North American tectonic plate. See 
 JU3366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3366
 JU3366.The horizontal coordinates are valid at the epoch date displayed above
 JU3366.which is a decimal equivalence of Year/Month/Day.
 JU3366
 JU3366.The orthometric height was determined by GPS observations and a
 JU3366.high-resolution geoid model.
 JU3366
 JU3366.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3366.GEOID18 height accuracy estimate available here.
 JU3366
 JU3366.Click photographs - Photos may exist for this station.
 JU3366
 JU3366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3366
 JU3366.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3366
 JU3366.The ellipsoidal height was determined by GPS observations
 JU3366.and is referenced to NAD 83.
 JU3366
 JU3366. The following values were computed from the NAD 83(2011) position.
 JU3366
 JU3366;                    North         East     Units Scale Factor Converg.
 JU3366;SPC NJ       -    40,418.754   104,670.905   MT  0.99992529   -0 19 53.9
 JU3366;SPC NJ       -   132,607.20    343,407.79   sFT  0.99992529   -0 19 53.9
 JU3366;UTM  18      - 4,338,557.435   497,860.642   MT  0.99960006   -0 00 56.4
 JU3366
 JU3366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3366!SPC NJ       -   1.00000504  x   0.99992529  =   0.99993033
 JU3366!UTM  18      -   1.00000504  x   0.99960006  =   0.99960510
 JU3366
 JU3366:                Primary Azimuth Mark                     Grid Az
 JU3366:SPC NJ       -  ROBINSON                                 102 14 17.4
 JU3366:UTM  18      -  ROBINSON                                 101 55 19.9
 JU3366
 JU3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9786038557(NAD 83)
 JU3366
 JU3366|---------------------------------------------------------------------|
 JU3366| PID    Reference Object                     Distance      Geod. Az  |
 JU3366|                                                           dddmmss.s |
 JU3366| JU2969 ROBINSON                            APPROX. 8.2 KM 1015423.5 |
 JU3366| JU2971 DENNIS CREEK REAR RANGE LIGHT       APPROX.11.7 KM 1061818.3 |
 JU3366| JU2970 DENNIS CREEK FRONT RANGE LIGHT      APPROX.11.6 KM 1065910.1 |
 JU3366| JU2931 GOSHEN ME CHURCH STEEPLE            APPROX.16.1 KM 1134813.8 |
 JU3366| CB1455 EAST RM 1                            34.513 METERS 24449     |
 JU3366| JU3365 EAST POINT LIGHT=MAURICE RVR LH     223.105 METERS 25914     |
 JU3366| CB1456 EAST RM 2                            32.236 METERS 34953     |
 JU3366|---------------------------------------------------------------------|
 JU3366
 JU3366                          SUPERSEDED SURVEY CONTROL
 JU3366
 JU3366  NAD 83(2007)-  39 11 46.56919(N)    075 01 29.19012(W) AD(2002.00) 0
 JU3366  ELLIP H (02/10/07)  -32.097  (m)                       GP(2002.00)    
 JU3366  ELLIP H (10/23/02)  -32.094  (m)                       GP(       ) 4 1
 JU3366  NAD 83(1996)-  39 11 46.56899(N)    075 01 29.19017(W) AD(       ) 1
 JU3366  ELLIP H (05/14/99)  -32.109  (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)  -32.160  (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
 JU3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3366.See file dsdata.pdf to determine how the superseded data were derived.
 JU3366
 JU3366_MARKER: DS = TRIANGULATION STATION DISK
 JU3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 NOT SUITABLE FOR
 JU3366+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2019
 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  HISTORY     - 20110819 GOOD             INDIV
 JU3366  HISTORY     - 20190708 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.
 JU3366
 JU3366                          STATION RECOVERY (2011)
 JU3366
 JU3366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU3366'THE STATION WAS RECOVERED IN GOOD CONDITION NEXT TO A WITNESS POST. IT
 JU3366'IS LOCATED 10 FEET INTO A THICKET ON THE SOUTHEAST SIDE OF EAST POINT
 JU3366'ROAD. THE REFERENCE MARKS WERE SEARCHED FOR AND NOT RECOVERED.
 JU3366
 JU3366                          STATION RECOVERY (2019)
 JU3366
 JU3366'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU3366'DUE TO VEGETATION GROWTH ABOVE THE MARK, PROBABLY NOT GPS SUITABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5144 ***********************************************************************
 KV5144  DESIGNATION -  EAST
 KV5144  PID         -  KV5144
 KV5144  STATE/COUNTY-  NJ/MONMOUTH
 KV5144  COUNTRY     -  US
 KV5144  USGS QUAD   -  ASBURY PARK (2019)
 KV5144
 KV5144                         *CURRENT SURVEY CONTROL
 KV5144  ______________________________________________________________________
 KV5144* NAD 83(1996) POSITION- 40 11 38.40828(N) 074 02 20.51393(W)   ADJUSTED
 KV5144* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5144  ______________________________________________________________________
 KV5144  GEOID HEIGHT    -        -32.855 (meters)                     GEOID18
 KV5144  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5144.GEOID18 height accuracy estimate available here.
 KV5144
 KV5144.Click photographs - Photos may exist for this station.
 KV5144
 KV5144.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5144
 KV5144. The following values were computed from the NAD 83(1996) position.
 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       -  HILL                                     301 19 23.9
 KV5144:UTM  18      -  HILL                                     301 00 02.1
 KV5144
 KV5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8179649732(NAD 83)
 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
 KV5144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5144.See file dsdata.pdf to determine how the superseded data were derived.
 KV5144
 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 = JULY 24, 2026 22:12:30 EDT
 KV5658 ***********************************************************************
 KV5658  DESIGNATION -  EAST
 KV5658  PID         -  KV5658
 KV5658  STATE/COUNTY-  NJ/BURLINGTON
 KV5658  COUNTRY     -  US
 KV5658  USGS QUAD   -  BRISTOL (2019)
 KV5658
 KV5658                         *CURRENT SURVEY CONTROL
 KV5658  ______________________________________________________________________
 KV5658* NAD 83(1996) POSITION- 40 06 31.15884(N) 074 49 47.44087(W)   ADJUSTED
 KV5658* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5658  ______________________________________________________________________
 KV5658  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 KV5658  LAPLACE CORR    -          3.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5658.GEOID18 height accuracy estimate available here.
 KV5658
 KV5658.Click photographs - Photos may exist for this station.
 KV5658
 KV5658.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5658
 KV5658. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000490  x   0.99990973  =   0.99991463
 KV5658!SPC PA S     -   1.00000490  x   0.99997722  =   0.99998212
 KV5658!UTM  18      -   1.00000490  x   0.99960259  =   0.99960749
 KV5658
 KV5658:                Primary Azimuth Mark                     Grid Az
 KV5658:SPC NJ       -  BRIDGE 2                                 183 50 13.7
 KV5658:SPC PA S     -  BRIDGE 2                                 181 43 48.2
 KV5658:UTM  18      -  BRIDGE 2                                 183 30 54.1
 KV5658
 KV5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1450139830(NAD 83)
 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
 KV5658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5658.See file dsdata.pdf to determine how the superseded data were derived.
 KV5658
 KV5658_MARKER: DS = TRIANGULATION STATION DISK
 KV5658_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5658_MARK LOGO: CGS
 KV5658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5658
 KV5658  HISTORY     - Date     Condition        Report By
 KV5658  HISTORY     - 1912     MONUMENTED       CGS
 KV5658  HISTORY     - 1935     GOOD             CGS
 KV5658  HISTORY     - 1947     GOOD             CGS
 KV5658  HISTORY     - 20080718 MARK NOT FOUND   UE
 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.
 KV5658
 KV5658                          STATION RECOVERY (2008)
 KV5658
 KV5658'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV5658'THE AREA IS WITHIN THE FENCED OFF GYPSUM STOCKPILE FOR NATIONAL GYPSUM
 KV5658'AND SOUTH OF THE CONCRETE SLAB ENTRANCE. THIS AREA IS CONSTANTLY
 KV5658'SUBJECT TO SPREADING AND MIXING OF SYNTHETIC, ROCK AND WASTE GYPSUM
 KV5658'AND PLOWED BY A TRACTOR TO A DEPTH OF A FOOT OR TWO BELOW THE ROADWAY.
 KV5658'ASSUME EAST AND EAST RM 2 HAD BOTH BEEN DESTROYED.
 KV5658'
 KV5658'EAST RM 3 WAS EITHER IN WHAT IS NOW THE NORTHBOUND SHOULDER OF RIVER
 KV5658'ROAD OR IN THE GRASS NEAR THE EDGE OF PAVEMENT. IT APPEARS THAT THE
 KV5658'ENTIRE AREA ON THE SOUTHEAST SIDE HAD BEEN REGRADED FOR THE NATIONAL
 KV5658'GYPSUM OFFICES. THE BRICK HOUSE AND STREET CAR TRACK NO LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3903 ***********************************************************************
 KV3903  DESIGNATION -  EAST ANDERSON
 KV3903  PID         -  KV3903
 KV3903  STATE/COUNTY-  NJ/BERGEN
 KV3903  COUNTRY     -  US
 KV3903  USGS QUAD   -  HACKENSACK (2019)
 KV3903
 KV3903                         *CURRENT SURVEY CONTROL
 KV3903  ______________________________________________________________________
 KV3903* NAD 83(1996) POSITION- 40 53 30.52293(N) 074 02 07.95988(W)   ADJUSTED
 KV3903* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3903  ______________________________________________________________________
 KV3903  GEOID HEIGHT    -        -31.830 (meters)                     GEOID18
 KV3903  LAPLACE CORR    -          8.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3903.GEOID18 height accuracy estimate available here.
 KV3903
 KV3903.Click photographs - Photos may exist for this station.
 KV3903
 KV3903.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3903
 KV3903. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV3903:SPC NJ       -  TANI                                     163 49 56.2
 KV3903:SPC NY L     -  TANI                                     164 09 34.5
 KV3903:UTM  18      -  TANI                                     163 30 17.8
 KV3903
 KV3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8124527194(NAD 83)
 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                                 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
 KV3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3903.See file dsdata.pdf to determine how the superseded data were derived.
 KV3903
 KV3903_MARKER: X = CHISELED CROSS
 KV3903_SETTING: 0 = UNSPECIFIED SETTING
 KV3903
 KV3903  HISTORY     - Date     Condition        Report By
 KV3903  HISTORY     - 1914     MONUMENTED       USACE
 KV3903  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3903  HISTORY     - 1970     MARK NOT FOUND   NGS
 KV3903
 KV3903                          STATION DESCRIPTION
 KV3903
 KV3903'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV3949 ***********************************************************************
 KV3949  DESIGNATION -  EAST BOAT CLUB
 KV3949  PID         -  KV3949
 KV3949  STATE/COUNTY-  NJ/BERGEN
 KV3949  COUNTRY     -  US
 KV3949  USGS QUAD   -  WEEHAWKEN (2016)
 KV3949
 KV3949                         *CURRENT SURVEY CONTROL
 KV3949  ______________________________________________________________________
 KV3949* NAD 83(1996) POSITION- 40 51 44.32083(N) 074 01 54.89443(W)   ADJUSTED
 KV3949* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV3949  ______________________________________________________________________
 KV3949  GEOID HEIGHT    -        -31.827 (meters)                     GEOID18
 KV3949  LAPLACE CORR    -          8.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3949.GEOID18 height accuracy estimate available here.
 KV3949
 KV3949.Click photographs - Photos may exist for this station.
 KV3949
 KV3949.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3949
 KV3949. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000473  x   0.99991916  =   0.99992389
 KV3949!SPC NY L     -   1.00000473  x   0.99999492  =   0.99999965
 KV3949!UTM  18      -   1.00000473  x   0.99968193  =   0.99968666
 KV3949
 KV3949:                Primary Azimuth Mark                     Grid Az
 KV3949:SPC NJ       -  EAST STANDARD USE 1914                   338 33 25.7
 KV3949:SPC NY L     -  EAST STANDARD USE 1914                   338 53 03.4
 KV3949:UTM  18      -  EAST STANDARD USE 1914                   338 13 48.0
 KV3949
 KV3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8158723923(NAD 83)
 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
 KV3949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3949.See file dsdata.pdf to determine how the superseded data were derived.
 KV3949
 KV3949_MARKER: N = NAIL
 KV3949_SETTING: 0 = UNSPECIFIED SETTING
 KV3949
 KV3949  HISTORY     - Date     Condition        Report By
 KV3949  HISTORY     - 1914     MONUMENTED       USACE
 KV3949  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3949
 KV3949                          STATION DESCRIPTION
 KV3949
 KV3949'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4903 ***********************************************************************
 KV4903  DESIGNATION -  EAST HANOVER SCHOOL
 KV4903  PID         -  KV4903
 KV4903  STATE/COUNTY-  NJ/MORRIS
 KV4903  COUNTRY     -  US
 KV4903  USGS QUAD   -  CALDWELL (2019)
 KV4903
 KV4903                         *CURRENT SURVEY CONTROL
 KV4903  ______________________________________________________________________
 KV4903* NAD 83(1996) POSITION- 40 49 32.26239(N) 074 21 45.44088(W)   ADJUSTED
 KV4903* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 KV4903  ______________________________________________________________________
 KV4903  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 KV4903  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4903.GEOID18 height accuracy estimate available here.
 KV4903
 KV4903.Click photographs - Photos may exist for this station.
 KV4903
 KV4903.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4903
 KV4903. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999435  x   0.99990165  =   0.99989600
 KV4903!UTM  18      -   0.99999435  x   0.99963555  =   0.99962990
 KV4903
 KV4903:                Primary Azimuth Mark                     Grid Az
 KV4903:SPC NJ       -  SHEEP HILL 2                             340 04 08.6
 KV4903:UTM  18      -  SHEEP HILL 2                             339 44 31.8
 KV4903
 KV4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5374519595(NAD 83)
 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                          2931019.4 |
 KV4903| KV4912 SHEEP HILL 2                        APPROX.10.9 KM 3400931.9 |
 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
 KV4903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4903.See file dsdata.pdf to determine how the superseded data were derived.
 KV4903
 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 = JULY 24, 2026 22:12:30 EDT
 JU3100 ***********************************************************************
 JU3100  DESIGNATION -  EAST HORSESHOE FRONT RANGE
 JU3100  PID         -  JU3100
 JU3100  STATE/COUNTY-  NJ/GLOUCESTER
 JU3100  COUNTRY     -  US
 JU3100  USGS QUAD   -  WOODBURY (2019)
 JU3100
 JU3100                         *CURRENT SURVEY CONTROL
 JU3100  ______________________________________________________________________
 JU3100* NAD 83(1996) POSITION- 39 52 24.90618(N) 075 08 54.34587(W)   ADJUSTED
 JU3100  ______________________________________________________________________
 JU3100  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 JU3100  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3100.GEOID18 height accuracy estimate available here.
 JU3100
 JU3100.Click photographs - Photos may exist for this station.
 JU3100
 JU3100.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3100
 JU3100. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8730613737(NAD 83)
 JU3100
 JU3100                          SUPERSEDED SURVEY CONTROL
 JU3100
 JU3100  NAD 83(1991)-  39 52 24.90200(N)    075 08 54.34815(W) AD(       ) 3
 JU3100  NAD 83(1986)-  39 52 24.89945(N)    075 08 54.34860(W) AD(       ) 3
 JU3100  NAD 27      -  39 52 24.49500(N)    075 08 55.71000(W) AD(       ) 3
 JU3100  USSD        -  39 52 25.00000(N)    075 08 55.83000(W) AD(       ) 3
 JU3100
 JU3100.Superseded values are not recommended for survey control.
 JU3100
 JU3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3100.See file dsdata.pdf to determine how the superseded data were derived.
 JU3100
 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 = JULY 24, 2026 22:12:30 EDT
 JU3099 ***********************************************************************
 JU3099  DESIGNATION -  EAST HORSESHOE REAR RANGE
 JU3099  PID         -  JU3099
 JU3099  STATE/COUNTY-  NJ/GLOUCESTER
 JU3099  COUNTRY     -  US
 JU3099  USGS QUAD   -  WOODBURY (2019)
 JU3099
 JU3099                         *CURRENT SURVEY CONTROL
 JU3099  ______________________________________________________________________
 JU3099* NAD 83(1996) POSITION- 39 52 17.47584(N) 075 08 59.25382(W)   ADJUSTED
 JU3099  ______________________________________________________________________
 JU3099  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 JU3099  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3099.GEOID18 height accuracy estimate available here.
 JU3099
 JU3099.Click photographs - Photos may exist for this station.
 JU3099
 JU3099.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3099
 JU3099. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8718913508(NAD 83)
 JU3099
 JU3099                          SUPERSEDED SURVEY CONTROL
 JU3099
 JU3099  NAD 83(1991)-  39 52 17.47176(N)    075 08 59.25619(W) AD(       ) 3
 JU3099  NAD 83(1986)-  39 52 17.46927(N)    075 08 59.25654(W) AD(       ) 3
 JU3099  NAD 27      -  39 52 17.06000(N)    075 09 00.61200(W) AD(       ) 3
 JU3099  USSD        -  39 52 17.46000(N)    075 09 00.48000(W) AD(       ) 3
 JU3099
 JU3099.Superseded values are not recommended for survey control.
 JU3099
 JU3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3099.See file dsdata.pdf to determine how the superseded data were derived.
 JU3099
 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 = JULY 24, 2026 22:12:30 EDT
 KV5412 ***********************************************************************
 KV5412  DESIGNATION -  EAST OF DAYTON SQUAT TANK
 KV5412  PID         -  KV5412
 KV5412  STATE/COUNTY-  NJ/MIDDLESEX
 KV5412  COUNTRY     -  US
 KV5412  USGS QUAD   -  JAMESBURG (2019)
 KV5412
 KV5412                         *CURRENT SURVEY CONTROL
 KV5412  ______________________________________________________________________
 KV5412* NAD 83(1996) POSITION- 40 20 37.56716(N) 074 27 54.08395(W)   ADJUSTED
 KV5412  ______________________________________________________________________
 KV5412  GEOID HEIGHT    -        -32.736 (meters)                     GEOID18
 KV5412  LAPLACE CORR    -          5.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5412.GEOID18 height accuracy estimate available here.
 KV5412
 KV5412.Click photographs - Photos may exist for this station.
 KV5412
 KV5412.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5412
 KV5412. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4543566050(NAD 83)
 KV5412
 KV5412                          SUPERSEDED SURVEY CONTROL
 KV5412
 KV5412  NAD 83(1986)-  40 20 37.56714(N)    074 27 54.08352(W) AD(       ) 3
 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
 KV5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5412.See file dsdata.pdf to determine how the superseded data were derived.
 KV5412
 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 = JULY 24, 2026 22:12:30 EDT
 KV6849 ***********************************************************************
 KV6849  DESIGNATION -  EAST ORANGE 1
 KV6849  PID         -  KV6849
 KV6849  STATE/COUNTY-  NJ/ESSEX
 KV6849  COUNTRY     -  US
 KV6849  USGS QUAD   -  ORANGE (2016)
 KV6849
 KV6849                         *CURRENT SURVEY CONTROL
 KV6849  ______________________________________________________________________
 KV6849* NAD 83(2011) POSITION- 40 45 20.58940(N) 074 12 35.01639(W)   ADJUSTED
 KV6849* NAD 83(2011) ELLIP HT-    19.195 (meters)        (06/27/12)   ADJUSTED
 KV6849* NAD 83(2011) EPOCH   -  2010.00
 KV6849* NAVD 88 ORTHO HEIGHT -    51.6   (meters)      169.    (feet) GPS OBS
 KV6849  ______________________________________________________________________
 KV6849  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6849  GEOID HEIGHT    -        -32.570 (meters)                     GEOID90
 KV6849  GEOID HEIGHT    -        -32.405 (meters)                     GEOID18
 KV6849  NAD 83(2011) X  -  1,316,599.290 (meters)                     COMP
 KV6849  NAD 83(2011) Y  - -4,655,779.922 (meters)                     COMP
 KV6849  NAD 83(2011) Z  -  4,141,924.280 (meters)                     COMP
 KV6849  LAPLACE CORR    -          5.09  (seconds)                    DEFLEC18
 KV6849
 KV6849  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6849  Standards:
 KV6849         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6849            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6849  -------------------------------------------------------------------
 KV6849  NETWORK    0.63   0.92           0.23   0.28   0.47     -0.13449516
 KV6849  -------------------------------------------------------------------
 KV6849  Click here for local accuracies and other accuracy information.
 KV6849
 KV6849.The horizontal coordinates were established by GPS observations
 KV6849.and adjusted by the National Geodetic Survey in June 2012.
 KV6849
 KV6849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6849.been affixed to the stable North American tectonic plate. See 
 KV6849.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6849
 KV6849.The horizontal coordinates are valid at the epoch date displayed above
 KV6849.which is a decimal equivalence of Year/Month/Day.
 KV6849
 KV6849.The orthometric height was determined by GPS observations and a
 KV6849.high-resolution geoid model.
 KV6849
 KV6849.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6849.GEOID18 height accuracy estimate available here.
 KV6849
 KV6849.Click photographs - Photos may exist for this station.
 KV6849
 KV6849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6849
 KV6849.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6849
 KV6849.The ellipsoidal height was determined by GPS observations
 KV6849.and is referenced to NAD 83.
 KV6849
 KV6849. The following values were computed from the NAD 83(2011) position.
 KV6849
 KV6849;                    North         East     Units Scale Factor Converg.
 KV6849;SPC NJ       -   213,463.057   174,509.700   MT  0.99990739   +0 11 22.2
 KV6849;SPC NJ       -   700,336.71    572,537.24   sFT  0.99990739   +0 11 22.2
 KV6849;UTM  18      - 4,511,940.507   566,708.282   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6670811940(NAD 83)
 KV6849
 KV6849|---------------------------------------------------------------------|
 KV6849| PID    Reference Object                     Distance      Geod. Az  |
 KV6849|                                                           dddmmss.s |
 KV6849| KV6850 EAST ORANGE 2                       310.986 METERS 10432     |
 KV6849|---------------------------------------------------------------------|
 KV6849
 KV6849                          SUPERSEDED SURVEY CONTROL
 KV6849
 KV6849  NAD 83(2007)-  40 45 20.58959(N)    074 12 35.01715(W) AD(2002.00) 0
 KV6849  ELLIP H (02/10/07)   19.210  (m)                       GP(2002.00)    
 KV6849  ELLIP H (10/23/02)   19.207  (m)                       GP(       ) 4 1
 KV6849  NAD 83(1996)-  40 45 20.58983(N)    074 12 35.01753(W) AD(       ) 1
 KV6849  ELLIP H (05/14/99)   19.221  (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
 KV6849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6849.See file dsdata.pdf to determine how the superseded data were derived.
 KV6849
 KV6849_MARKER: DD = SURVEY DISK
 KV6849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV6850 ***********************************************************************
 KV6850  DESIGNATION -  EAST ORANGE 2
 KV6850  PID         -  KV6850
 KV6850  STATE/COUNTY-  NJ/ESSEX
 KV6850  COUNTRY     -  US
 KV6850  USGS QUAD   -  ORANGE (2016)
 KV6850
 KV6850                         *CURRENT SURVEY CONTROL
 KV6850  ______________________________________________________________________
 KV6850* NAD 83(2011) POSITION- 40 45 18.05886(N) 074 12 22.18319(W)   ADJUSTED
 KV6850* NAD 83(2011) ELLIP HT-    20.348 (meters)        (06/27/12)   ADJUSTED
 KV6850* NAD 83(2011) EPOCH   -  2010.00
 KV6850* NAVD 88 ORTHO HEIGHT -    52.7   (meters)      173.    (feet) GPS OBS
 KV6850  ______________________________________________________________________
 KV6850  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6850  GEOID HEIGHT    -        -32.560 (meters)                     GEOID90
 KV6850  GEOID HEIGHT    -        -32.397 (meters)                     GEOID18
 KV6850  NAD 83(2011) X  -  1,316,903.064 (meters)                     COMP
 KV6850  NAD 83(2011) Y  - -4,655,747.874 (meters)                     COMP
 KV6850  NAD 83(2011) Z  -  4,141,865.902 (meters)                     COMP
 KV6850  LAPLACE CORR    -          5.16  (seconds)                    DEFLEC18
 KV6850
 KV6850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6850  Standards:
 KV6850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6850  -------------------------------------------------------------------
 KV6850  NETWORK    0.71   1.00           0.25   0.32   0.51     -0.14602589
 KV6850  -------------------------------------------------------------------
 KV6850  Click here for local accuracies and other accuracy information.
 KV6850
 KV6850.The horizontal coordinates were established by GPS observations
 KV6850.and adjusted by the National Geodetic Survey in June 2012.
 KV6850
 KV6850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6850.been affixed to the stable North American tectonic plate. See 
 KV6850.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6850
 KV6850.The horizontal coordinates are valid at the epoch date displayed above
 KV6850.which is a decimal equivalence of Year/Month/Day.
 KV6850
 KV6850.The orthometric height was determined by GPS observations and a
 KV6850.high-resolution geoid model.
 KV6850
 KV6850.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6850.GEOID18 height accuracy estimate available here.
 KV6850
 KV6850.Click photographs - Photos may exist for this station.
 KV6850
 KV6850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6850
 KV6850.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6850
 KV6850.The ellipsoidal height was determined by GPS observations
 KV6850.and is referenced to NAD 83.
 KV6850
 KV6850. The following values were computed from the NAD 83(2011) position.
 KV6850
 KV6850;                    North         East     Units Scale Factor Converg.
 KV6850;SPC NJ       -   213,386.007   174,810.960   MT  0.99990757   +0 11 30.6
 KV6850;SPC NJ       -   700,083.92    573,525.62   sFT  0.99990757   +0 11 30.6
 KV6850;UTM  18      - 4,511,865.194   567,009.899   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6700911865(NAD 83)
 KV6850
 KV6850|---------------------------------------------------------------------|
 KV6850| PID    Reference Object                     Distance      Geod. Az  |
 KV6850|                                                           dddmmss.s |
 KV6850| KV6849 EAST ORANGE 1                       310.986 METERS 28432     |
 KV6850|---------------------------------------------------------------------|
 KV6850
 KV6850                          SUPERSEDED SURVEY CONTROL
 KV6850
 KV6850  NAD 83(2007)-  40 45 18.05905(N)    074 12 22.18395(W) AD(2002.00) 0
 KV6850  ELLIP H (02/10/07)   20.363  (m)                       GP(2002.00)    
 KV6850  ELLIP H (10/23/02)   20.361  (m)                       GP(       ) 4 1
 KV6850  NAD 83(1996)-  40 45 18.05929(N)    074 12 22.18436(W) AD(       ) 1
 KV6850  ELLIP H (05/14/99)   20.374  (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
 KV6850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6850.See file dsdata.pdf to determine how the superseded data were derived.
 KV6850
 KV6850_MARKER: DD = SURVEY DISK
 KV6850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6850_STAMPING: E ORANGE 2 1991
 KV6850_MARK LOGO: NJHA
 KV6850_PROJECTION: FLUSH
 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 - April 26, 2025
 KV6850
 KV6850  HISTORY     - Date     Condition        Report By
 KV6850  HISTORY     - 1991     MONUMENTED       NJDT
 KV6850  HISTORY     - 19920423 GOOD             NJGS
 KV6850  HISTORY     - 20020708 GOOD             INDIV
 KV6850  HISTORY     - 20200513 GOOD             NJGS
 KV6850  HISTORY     - 20250426 GOOD             RAS
 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.
 KV6850
 KV6850                          STATION RECOVERY (2020)
 KV6850
 KV6850'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV6850'RECOVERED IN GOOD CONDITION.
 KV6850
 KV6850                          STATION RECOVERY (2025)
 KV6850
 KV6850'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV6850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3072 ***********************************************************************
 JU3072  DESIGNATION -  EAST PET
 JU3072  PID         -  JU3072
 JU3072  STATE/COUNTY-  NJ/CAMDEN
 JU3072  COUNTRY     -  US
 JU3072  USGS QUAD   -  CAMDEN (2019)
 JU3072
 JU3072                         *CURRENT SURVEY CONTROL
 JU3072  ______________________________________________________________________
 JU3072* NAD 83(1996) POSITION- 39 58 17.91399(N) 075 05 37.78421(W)   ADJUSTED
 JU3072* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3072  ______________________________________________________________________
 JU3072  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 JU3072  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3072.GEOID18 height accuracy estimate available here.
 JU3072
 JU3072.Click photographs - Photos may exist for this station.
 JU3072
 JU3072.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3072
 JU3072. The following values were computed from the NAD 83(1996) position.
 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  =   0.99993673
 JU3072!SPC PA S     -   1.00000506  x   0.99999423  =   0.99999929
 JU3072!UTM  18      -   1.00000506  x   0.99960079  =   0.99960585
 JU3072
 JU3072:                Primary Azimuth Mark                     Grid Az
 JU3072:SPC NJ       -  PHILADELPHIA WM CRAMP CHIMNEY            280 29 56.7
 JU3072:SPC PA S     -  PHILADELPHIA WM CRAMP CHIMNEY            278 23 39.4
 JU3072:UTM  18      -  PHILADELPHIA WM CRAMP CHIMNEY            280 10 40.3
 JU3072
 JU3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9198724614(NAD 83)
 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
 JU3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3072.See file dsdata.pdf to determine how the superseded data were derived.
 JU3072
 JU3072_MARKER: DS = TRIANGULATION STATION DISK
 JU3072_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3072_STAMPING: EAST PET 1925
 JU3072_MARK LOGO: CGS
 JU3072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU3365 ***********************************************************************
 JU3365  DESIGNATION -  EAST POINT LIGHT=MAURICE RVR LH
 JU3365  PID         -  JU3365
 JU3365  STATE/COUNTY-  NJ/CUMBERLAND
 JU3365  COUNTRY     -  US
 JU3365  USGS QUAD   -  PORT NORRIS (2019)
 JU3365
 JU3365                         *CURRENT SURVEY CONTROL
 JU3365  ______________________________________________________________________
 JU3365* NAD 83(1996) POSITION- 39 11 45.21575(N) 075 01 38.32333(W)   ADJUSTED
 JU3365* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3365  ______________________________________________________________________
 JU3365  GEOID HEIGHT    -        -34.613 (meters)                     GEOID18
 JU3365  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3365.GEOID18 height accuracy estimate available here.
 JU3365
 JU3365.Click photographs - Photos may exist for this station.
 JU3365
 JU3365.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3365
 JU3365. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000533  x   0.99960007  =   0.99960540
 JU3365
 JU3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9764138515(NAD 83)
 JU3365
 JU3365                          SUPERSEDED SURVEY CONTROL
 JU3365
 JU3365  NAD 83(1991)-  39 11 45.20595(N)    075 01 38.32587(W) AD(       ) 3
 JU3365  NAD 83(1986)-  39 11 45.20109(N)    075 01 38.33111(W) AD(       ) 3
 JU3365  NAD 27      -  39 11 44.78600(N)    075 01 39.67800(W) AD(       ) 3
 JU3365  USSD        -  39 11 45.22800(N)    075 01 39.53000(W) AD(       ) 3
 JU3365
 JU3365.Superseded values are not recommended for survey control.
 JU3365
 JU3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3365.See file dsdata.pdf to determine how the superseded data were derived.
 JU3365
 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  HISTORY     - 20200512 GOOD             INDIV
 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.
 JU3365
 JU3365                          STATION RECOVERY (2020)
 JU3365
 JU3365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (HBH)
 JU3365'THE LIGHTHOUSE IS LOCATED ON LIGHTHOUSE ROAD OFF OF EAST POINT ROAD IN
 JU3365'MAURICE RIVER TOWNSHIP.  THE BUILDING HAS BEEN RESTORED AND IS
 JU3365'CURRENTLY IN USE AS AN ACTIVE LIGHTHOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4030 ***********************************************************************
 KV4030  DESIGNATION -  EAST RIDGEFIELD BOATHOUSE USE
 KV4030  PID         -  KV4030
 KV4030  STATE/COUNTY-  NJ/BERGEN
 KV4030  COUNTRY     -  US
 KV4030  USGS QUAD   -  WEEHAWKEN (2016)
 KV4030
 KV4030                         *CURRENT SURVEY CONTROL
 KV4030  ______________________________________________________________________
 KV4030* NAD 83(1996) POSITION- 40 51 09.21584(N) 074 01 40.97965(W)   ADJUSTED
 KV4030* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4030  ______________________________________________________________________
 KV4030  GEOID HEIGHT    -        -31.817 (meters)                     GEOID18
 KV4030  LAPLACE CORR    -          7.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4030.GEOID18 height accuracy estimate available here.
 KV4030
 KV4030.Click photographs - Photos may exist for this station.
 KV4030
 KV4030.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4030
 KV4030. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8192422844(NAD 83)
 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
 KV4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4030.See file dsdata.pdf to determine how the superseded data were derived.
 KV4030
 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       USACE
 KV4030  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4030
 KV4030                          STATION DESCRIPTION
 KV4030
 KV4030'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV3957 ***********************************************************************
 KV3957  DESIGNATION -  EAST STANDARD USE 1914
 KV3957  PID         -  KV3957
 KV3957  STATE/COUNTY-  NJ/BERGEN
 KV3957  COUNTRY     -  US
 KV3957  USGS QUAD   -  WEEHAWKEN (2016)
 KV3957
 KV3957                         *CURRENT SURVEY CONTROL
 KV3957  ______________________________________________________________________
 KV3957* NAD 83(1996) POSITION- 40 52 06.72190(N) 074 02 06.30274(W)   ADJUSTED
 KV3957* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3957  ______________________________________________________________________
 KV3957  GEOID HEIGHT    -        -31.837 (meters)                     GEOID18
 KV3957  LAPLACE CORR    -          8.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3957.GEOID18 height accuracy estimate available here.
 KV3957
 KV3957.Click photographs - Photos may exist for this station.
 KV3957
 KV3957.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3957
 KV3957. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99991890  =   0.99992379
 KV3957!SPC NY L     -   1.00000489  x   0.99999495  =   0.99999984
 KV3957!UTM  18      -   1.00000489  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8131224611(NAD 83)
 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
 KV3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3957.See file dsdata.pdf to determine how the superseded data were derived.
 KV3957
 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       USACE
 KV3957  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3957
 KV3957                          STATION DESCRIPTION
 KV3957
 KV3957'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4050 ***********************************************************************
 KV4050  DESIGNATION -  EAST TELEPHONE POLE
 KV4050  PID         -  KV4050
 KV4050  STATE/COUNTY-  NJ/BERGEN
 KV4050  COUNTRY     -  US
 KV4050  USGS QUAD   -  WEEHAWKEN (2016)
 KV4050
 KV4050                         *CURRENT SURVEY CONTROL
 KV4050  ______________________________________________________________________
 KV4050* NAD 83(1996) POSITION- 40 48 21.07268(N) 074 03 37.94172(W)   ADJUSTED
 KV4050  ______________________________________________________________________
 KV4050  GEOID HEIGHT    -        -31.957 (meters)                     GEOID18
 KV4050  LAPLACE CORR    -          7.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4050.GEOID18 height accuracy estimate available here.
 KV4050
 KV4050.Click photographs - Photos may exist for this station.
 KV4050
 KV4050.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4050
 KV4050. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7924117629(NAD 83)
 KV4050
 KV4050                          SUPERSEDED SURVEY CONTROL
 KV4050
 KV4050  NAD 83(1996)-  40 48 21.07258(N)    074 03 37.94181(W) AD(       ) 3
 KV4050  NAD 83(1996)-  40 48 21.07157(N)    074 03 37.94321(W) AD(       ) 3
 KV4050  NAD 83(1992)-  40 48 21.07064(N)    074 03 37.94414(W) AD(       ) 3
 KV4050  NAD 83(1986)-  40 48 21.07481(N)    074 03 37.94135(W) AD(       ) 3
 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
 KV4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4050.See file dsdata.pdf to determine how the superseded data were derived.
 KV4050
 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 = JULY 24, 2026 22:12:30 EDT
 KV4005 ***********************************************************************
 KV4005  DESIGNATION -  EAST TOLL
 KV4005  PID         -  KV4005
 KV4005  STATE/COUNTY-  NJ/BERGEN
 KV4005  COUNTRY     -  US
 KV4005  USGS QUAD   -  WEEHAWKEN (2016)
 KV4005
 KV4005                         *CURRENT SURVEY CONTROL
 KV4005  ______________________________________________________________________
 KV4005* NAD 83(1996) POSITION- 40 50 54.19970(N) 074 01 46.99722(W)   ADJUSTED
 KV4005* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4005  ______________________________________________________________________
 KV4005  GEOID HEIGHT    -        -31.825 (meters)                     GEOID18
 KV4005  LAPLACE CORR    -          7.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4005.GEOID18 height accuracy estimate available here.
 KV4005
 KV4005.Click photographs - Photos may exist for this station.
 KV4005
 KV4005.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4005
 KV4005. The following values were computed from the NAD 83(1996) position.
 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       -  EAST RIDGEFIELD BOATHOUSE USE            016 37 00.1
 KV4005:SPC NY L     -  EAST RIDGEFIELD BOATHOUSE USE            016 56 37.4
 KV4005:UTM  18      -  EAST RIDGEFIELD BOATHOUSE USE            016 17 22.6
 KV4005
 KV4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8178922379(NAD 83)
 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
 KV4005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4005.See file dsdata.pdf to determine how the superseded data were derived.
 KV4005
 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 = JULY 24, 2026 22:12:30 EDT
 KV0123 ***********************************************************************
 KV0123  DESIGNATION -  EAST=38.885
 KV0123  PID         -  KV0123
 KV0123  STATE/COUNTY-  NJ/BERGEN
 KV0123  COUNTRY     -  US
 KV0123  USGS QUAD   -  ORANGE (2016)
 KV0123
 KV0123                         *CURRENT SURVEY CONTROL
 KV0123  ______________________________________________________________________
 KV0123* NAD 83(1986) POSITION- 40 49 12.1    (N) 074 07 34.6    (W)   HD_HELD2
 KV0123* NAVD 88 ORTHO HEIGHT -    11.612 (meters)       38.10  (feet) ADJUSTED
 KV0123  ______________________________________________________________________
 KV0123  GEOID HEIGHT    -        -32.165 (meters)                     GEOID18
 KV0123  DYNAMIC HEIGHT  -         11.607 (meters)       38.08  (feet) COMP
 KV0123  MODELED GRAVITY -    980,224.2   (mgal)                       NAVD 88
 KV0123
 KV0123  VERT ORDER      -  FIRST     CLASS II
 KV0123
 KV0123.The horizontal coordinates were established by autonomous hand held GPS
 KV0123.observations and have an estimated accuracy of +/- 10 meters.
 KV0123
 KV0123.The orthometric height was determined by differential leveling and
 KV0123.adjusted by the NATIONAL GEODETIC SURVEY
 KV0123.in June 1991.
 KV0123
 KV0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0123.GEOID18 height accuracy estimate available here.
 KV0123
 KV0123.Click photographs - Photos may exist for this station.
 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.      181,525.      MT  (+/- 10 meters HH2 GPS)
 KV0123
 KV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7368119146(NAD 83)
 KV0123
 KV0123                          SUPERSEDED SURVEY CONTROL
 KV0123
 KV0123  NGVD 29 (11/26/84)   11.930  (m)           39.14   (f) ADJUSTED    1 2
 KV0123
 KV0123.Superseded values are not recommended for survey control.
 KV0123
 KV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0123.See file dsdata.pdf to determine how the superseded data were derived.
 KV0123
 KV0123_MARKER: Z = SEE DESCRIPTION
 KV0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0123_SP_SET: ABUTMENT
 KV0123_STAMPING: USEDHL STA
 KV0123_MARK LOGO: USACE
 KV0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0123
 KV0123  HISTORY     - Date     Condition        Report By
 KV0123  HISTORY     - 1933     MONUMENTED       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV4334 ***********************************************************************
 KV4334  DESIGNATION -  EASTERN NODULIZING CO CHIMNEY
 KV4334  PID         -  KV4334
 KV4334  STATE/COUNTY-  NJ/HUDSON
 KV4334  COUNTRY     -  US
 KV4334  USGS QUAD   -  JERSEY CITY (2019)
 KV4334
 KV4334                         *CURRENT SURVEY CONTROL
 KV4334  ______________________________________________________________________
 KV4334* NAD 83(1996) POSITION- 40 43 34.46745(N) 074 06 08.73908(W)   ADJUSTED
 KV4334  ______________________________________________________________________
 KV4334  GEOID HEIGHT    -        -32.117 (meters)                     GEOID18
 KV4334  LAPLACE CORR    -          6.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4334.GEOID18 height accuracy estimate available here.
 KV4334
 KV4334.Click photographs - Photos may exist for this station.
 KV4334
 KV4334.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4334
 KV4334. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7579908755(NAD 83)
 KV4334
 KV4334                          SUPERSEDED SURVEY CONTROL
 KV4334
 KV4334  NAD 83(1996)-  40 43 34.46735(N)    074 06 08.73921(W) AD(       ) 3
 KV4334  NAD 83(1996)-  40 43 34.46607(N)    074 06 08.74128(W) AD(       ) 3
 KV4334  NAD 83(1992)-  40 43 34.46570(N)    074 06 08.74182(W) AD(       ) 3
 KV4334  NAD 83(1986)-  40 43 34.46576(N)    074 06 08.74277(W) AD(       ) 3
 KV4334  NAD 27      -  40 43 34.09500(N)    074 06 10.23100(W) AD(       ) 3
 KV4334  USSD        -  40 43 34.47800(N)    074 06 10.12900(W) AD(       ) 3
 KV4334
 KV4334.Superseded values are not recommended for survey control.
 KV4334
 KV4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4334.See file dsdata.pdf to determine how the superseded data were derived.
 KV4334
 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 = JULY 24, 2026 22:12:30 EDT
 KU3878 ***********************************************************************
 KU3878  DESIGNATION -  EASTMAN
 KU3878  PID         -  KU3878
 KU3878  STATE/COUNTY-  NJ/BERGEN
 KU3878  COUNTRY     -  US
 KU3878  USGS QUAD   -  CENTRAL PARK (2019)
 KU3878
 KU3878                         *CURRENT SURVEY CONTROL
 KU3878  ______________________________________________________________________
 KU3878* NAD 83(2011) POSITION- 40 51 18.01179(N) 073 58 45.76164(W)   ADJUSTED
 KU3878* NAD 83(2011) ELLIP HT-    80.673 (meters)        (06/27/12)   ADJUSTED
 KU3878* NAD 83(2011) EPOCH   -  2010.00
 KU3878* NAVD 88 ORTHO HEIGHT -   112.3   (meters)      368.    (feet) GPS OBS
 KU3878  ______________________________________________________________________
 KU3878  NAVD 88 orthometric height was determined with an earlier geoid model
 KU3878  GEOID HEIGHT    -        -31.627 (meters)                     GEOID18
 KU3878  NAD 83(2011) X  -  1,333,330.768 (meters)                     COMP
 KU3878  NAD 83(2011) Y  - -4,643,568.563 (meters)                     COMP
 KU3878  NAD 83(2011) Z  -  4,150,310.096 (meters)                     COMP
 KU3878  LAPLACE CORR    -          7.88  (seconds)                    DEFLEC18
 KU3878
 KU3878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KU3878  Standards:
 KU3878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KU3878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KU3878  -------------------------------------------------------------------
 KU3878  NETWORK    1.38   2.21           0.56   0.57   1.13     -0.00203457
 KU3878  -------------------------------------------------------------------
 KU3878  Click here for local accuracies and other accuracy information.
 KU3878
 KU3878.The horizontal coordinates were established by GPS observations
 KU3878.and adjusted by the National Geodetic Survey in June 2012.
 KU3878
 KU3878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KU3878.been affixed to the stable North American tectonic plate. See 
 KU3878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KU3878
 KU3878.The horizontal coordinates are valid at the epoch date displayed above
 KU3878.which is a decimal equivalence of Year/Month/Day.
 KU3878
 KU3878.The orthometric height was determined by GPS observations and a
 KU3878.high-resolution geoid model.
 KU3878
 KU3878.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3878.GEOID18 height accuracy estimate available here.
 KU3878
 KU3878.Click photographs - Photos may exist for this station.
 KU3878
 KU3878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU3878
 KU3878.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3878
 KU3878.The ellipsoidal height was determined by GPS observations
 KU3878.and is referenced to NAD 83.
 KU3878
 KU3878. The following values were computed from the NAD 83(2011) position.
 KU3878
 KU3878;                    North         East     Units Scale Factor Converg.
 KU3878;SPC NJ       -   224,577.379   193,894.158   MT  0.99992371   +0 20 26.0
 KU3878;SPC NJ       -   736,800.95    636,134.42   sFT  0.99992371   +0 20 26.0
 KU3878;SPC NY E     -   224,577.379   193,894.158   MT  0.99992371   +0 20 26.0
 KU3878;SPC NY E     -   736,800.95    636,134.42   sFT  0.99992371   +0 20 26.0
 KU3878;SPC NY L     -    76,437.575   301,738.804   MT  0.99999490   +0 00 48.6
 KU3878;SPC NY L     -   250,778.94    989,954.73   sFT  0.99999490   +0 00 48.6
 KU3878;UTM  18      - 4,523,162.479   586,024.349   MT  0.99969108   +0 40 03.6
 KU3878
 KU3878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3878!SPC NJ       -   0.99998735  x   0.99992371  =   0.99991106
 KU3878!SPC NY E     -   0.99998735  x   0.99992371  =   0.99991106
 KU3878!SPC NY L     -   0.99998735  x   0.99999490  =   0.99998225
 KU3878!UTM  18      -   0.99998735  x   0.99969108  =   0.99967843
 KU3878
 KU3878:                Primary Azimuth Mark                     Grid Az
 KU3878:SPC NJ       -  STONE A                                  023 37 03.1
 KU3878:SPC NY E     -  STONE A                                  023 37 03.1
 KU3878:SPC NY L     -  STONE A                                  023 56 40.5
 KU3878:UTM  18      -  STONE A                                  023 17 25.5
 KU3878
 KU3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8602423162(NAD 83)
 KU3878
 KU3878|---------------------------------------------------------------------|
 KU3878| PID    Reference Object                     Distance      Geod. Az  |
 KU3878|                                                           dddmmss.s |
 KU3878| KU4054 ALPINE TELEVISION TOWER             APPROX.12.7 KM 0220802.2 |
 KU3878| KU4061 STONE A                             APPROX. 9.6 KM 0235729.1 |
 KU3878| KU4017 NEW YORK PREBY HOSP FLAG            APPROX. 3.6 KM 1160803.9 |
 KU3878| KU3877 EASTMAN ECCENTRIC                     1.233 METERS 11733     |
 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(2007)-  40 51 18.01198(N)    073 58 45.76245(W) AD(2002.00) 0
 KU3878  ELLIP H (02/10/07)   80.693  (m)                       GP(2002.00)    
 KU3878  ELLIP H (10/23/02)   80.703  (m)                       GP(       ) 4 1
 KU3878  NAD 83(1996)-  40 51 18.01212(N)    073 58 45.76327(W) AD(       ) 1
 KU3878  ELLIP H (05/14/99)   80.705  (m)                       GP(       ) 4 1
 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
 KU3878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3878.See file dsdata.pdf to determine how the superseded data were derived.
 KU3878
 KU3878_MARKER: N = NAIL
 KU3878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU3878_SP_SET: BUILDING ROOF
 KU3878_STAMPING: EASTMAN
 KU3878_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KU3878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KU3877 ***********************************************************************
 KU3877  DESIGNATION -  EASTMAN ECCENTRIC
 KU3877  PID         -  KU3877
 KU3877  STATE/COUNTY-  NJ/BERGEN
 KU3877  COUNTRY     -  US
 KU3877  USGS QUAD   -  CENTRAL PARK (2019)
 KU3877
 KU3877                         *CURRENT SURVEY CONTROL
 KU3877  ______________________________________________________________________
 KU3877* NAD 83(1996) POSITION- 40 51 17.98912(N) 073 58 45.71944(W)   ADJUSTED
 KU3877* NAVD 88 ORTHO HEIGHT -   112.    (meters)      367.    (feet) SCALED
 KU3877  ______________________________________________________________________
 KU3877  GEOID HEIGHT    -        -31.627 (meters)                     GEOID18
 KU3877  LAPLACE CORR    -          7.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3877.GEOID18 height accuracy estimate available here.
 KU3877
 KU3877.Click photographs - Photos may exist for this station.
 KU3877
 KU3877.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3877
 KU3877. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   0.99998734  x   0.99992371  =   0.99991105
 KU3877!SPC NY L     -   0.99998734  x   0.99999490  =   0.99998224
 KU3877!UTM  18      -   0.99998734  x   0.99969108  =   0.99967843
 KU3877
 KU3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8602523161(NAD 83)
 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
 KU3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3877.See file dsdata.pdf to determine how the superseded data were derived.
 KU3877
 KU3877_MARKER: DS = TRIANGULATION STATION DISK
 KU3877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU3877_SP_SET: BUILDING ROOF
 KU3877_STAMPING: EASTMAN ECCENTRIC 1933
 KU3877_MARK LOGO: CGS
 KU3877_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU3877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV5842 ***********************************************************************
 KV5842  DESIGNATION -  EASTON
 KV5842  PID         -  KV5842
 KV5842  STATE/COUNTY-  NJ/MIDDLESEX
 KV5842  COUNTRY     -  US
 KV5842  USGS QUAD   -  PLAINFIELD (2019)
 KV5842
 KV5842                         *CURRENT SURVEY CONTROL
 KV5842  ______________________________________________________________________
 KV5842* NAD 83(2011) POSITION- 40 30 12.06140(N) 074 27 45.83456(W)   ADJUSTED
 KV5842* NAD 83(2011) ELLIP HT-   -16.359 (meters)        (06/27/12)   ADJUSTED
 KV5842* NAD 83(2011) EPOCH   -  2010.00
 KV5842* NAVD 88 ORTHO HEIGHT -    16.615 (meters)       54.51  (feet) ADJUSTED
 KV5842  ______________________________________________________________________
 KV5842  GEOID HEIGHT    -        -32.978 (meters)                     GEOID18
 KV5842  NAD 83(2011) X  -  1,300,908.634 (meters)                     COMP
 KV5842  NAD 83(2011) Y  - -4,679,104.180 (meters)                     COMP
 KV5842  NAD 83(2011) Z  -  4,120,632.160 (meters)                     COMP
 KV5842  LAPLACE CORR    -          5.54  (seconds)                    DEFLEC18
 KV5842  DYNAMIC HEIGHT  -         16.608 (meters)       54.49  (feet) COMP
 KV5842  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 KV5842
 KV5842  VERT ORDER      -  FIRST     CLASS II
 KV5842
 KV5842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5842  Standards:
 KV5842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5842  -------------------------------------------------------------------
 KV5842  NETWORK    0.54   0.88           0.23   0.21   0.45     -0.04229834
 KV5842  -------------------------------------------------------------------
 KV5842  Click here for local accuracies and other accuracy information.
 KV5842
 KV5842.The horizontal coordinates were established by GPS observations
 KV5842.and adjusted by the National Geodetic Survey in June 2012.
 KV5842
 KV5842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5842.been affixed to the stable North American tectonic plate. See 
 KV5842.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5842
 KV5842.The horizontal coordinates are valid at the epoch date displayed above
 KV5842.which is a decimal equivalence of Year/Month/Day.
 KV5842
 KV5842.The orthometric height was determined by differential leveling and
 KV5842.adjusted by the NATIONAL GEODETIC SURVEY
 KV5842.in April 2013.
 KV5842
 KV5842.No vertical observational check was made to the station.
 KV5842
 KV5842.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5842.GEOID18 height accuracy estimate available here.
 KV5842
 KV5842.Click photographs - Photos may exist for this station.
 KV5842
 KV5842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5842
 KV5842.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5842
 KV5842.The ellipsoidal height was determined by GPS observations
 KV5842.and is referenced to NAD 83.
 KV5842
 KV5842.The dynamic height is computed by dividing the NAVD 88
 KV5842.geopotential number by the normal gravity value computed on the
 KV5842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5842.degrees latitude (g = 980.6199 gals.).
 KV5842
 KV5842.The modeled gravity was interpolated from observed gravity values.
 KV5842
 KV5842. The following values were computed from the NAD 83(2011) position.
 KV5842
 KV5842;                    North         East     Units Scale Factor Converg.
 KV5842;SPC NJ       -   185,401.249   153,158.667   MT  0.99990012   +0 01 27.1
 KV5842;SPC NJ       -   608,270.60    502,488.06   sFT  0.99990012   +0 01 27.1
 KV5842;UTM  18      - 4,483,765.251   545,522.646   MT  0.99962551   +0 20 56.2
 KV5842
 KV5842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5842!SPC NJ       -   1.00000257  x   0.99990012  =   0.99990269
 KV5842!UTM  18      -   1.00000257  x   0.99962551  =   0.99962808
 KV5842
 KV5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4552283765(NAD 83)
 KV5842
 KV5842                          SUPERSEDED SURVEY CONTROL
 KV5842
 KV5842  NAD 83(2007)-  40 30 12.06171(N)    074 27 45.83525(W) AD(2002.00) 0
 KV5842  ELLIP H (02/10/07)  -16.349  (m)                       GP(2002.00)    
 KV5842  ELLIP H (10/23/02)  -16.348  (m)                       GP(       ) 4 1
 KV5842  NAD 83(1996)-  40 30 12.06199(N)    074 27 45.83547(W) AD(       ) 1
 KV5842  ELLIP H (05/14/99)  -16.344  (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  NAVD 88 (01/21/93)   16.6    (m)  UNKNOWN  model used  GPS OBS        
 KV5842  NGVD 29 (09/27/88)   16.9    (m)  RAPSU86  model used  GPS OBS        
 KV5842
 KV5842.Superseded values are not recommended for survey control.
 KV5842
 KV5842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5842.See file dsdata.pdf to determine how the superseded data were derived.
 KV5842
 KV5842_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5842_STAMPING: EASTON
 KV5842_MARK LOGO: LOCSUR
 KV5842_PROJECTION: FLUSH
 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 - July 13, 2010
 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  HISTORY     - 20100713 GOOD             NGS
 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.
 KV5842
 KV5842                          STATION RECOVERY (2010)
 KV5842
 KV5842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (RJK)
 KV5842'RECOVERED AS DESCRIBED.
 KV5842'
 KV5842'NOTE-THE STATION HAS TREE OBSTRUCTIONS TO THE NORTH-NORTHEAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5040 ***********************************************************************
 KV5040  DESIGNATION -  EATON
 KV5040  PID         -  KV5040
 KV5040  STATE/COUNTY-  NJ/MONMOUTH
 KV5040  COUNTRY     -  US
 KV5040  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5040
 KV5040                         *CURRENT SURVEY CONTROL
 KV5040  ______________________________________________________________________
 KV5040* NAD 83(1996) POSITION- 40 17 41.83467(N) 074 04 58.00351(W)   ADJUSTED
 KV5040* NAVD 88 ORTHO HEIGHT -    14.    (meters)       46.    (feet) SCALED
 KV5040  ______________________________________________________________________
 KV5040  GEOID HEIGHT    -        -32.558 (meters)                     GEOID18
 KV5040  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5040.GEOID18 height accuracy estimate available here.
 KV5040
 KV5040.Click photographs - Photos may exist for this station.
 KV5040
 KV5040.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5040
 KV5040. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000298  x   0.99991548  =   0.99991846
 KV5040!UTM  18      -   1.00000298  x   0.99967481  =   0.99967779
 KV5040
 KV5040:                Primary Azimuth Mark                     Grid Az
 KV5040:SPC NJ       -  EATON AZ MK                              063 39 51.5
 KV5040:UTM  18      -  EATON AZ MK                              063 20 27.3
 KV5040
 KV5040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7795660898(NAD 83)
 KV5040
 KV5040|---------------------------------------------------------------------|
 KV5040| PID    Reference Object                     Distance      Geod. Az  |
 KV5040|                                                           dddmmss.s |
 KV5040| CB5866 EATON AZ MK                                        0635602.9 |
 KV5040| KV5181 OAKHURST US ARMY TOWER              APPROX. 7.1 KM 1504244.5 |
 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
 KV5040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5040.See file dsdata.pdf to determine how the superseded data were derived.
 KV5040
 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 = JULY 24, 2026 22:12:30 EDT
 KV6984 ***********************************************************************
 KV6984  DESIGNATION -  EATON RESET
 KV6984  PID         -  KV6984
 KV6984  STATE/COUNTY-  NJ/MONMOUTH
 KV6984  COUNTRY     -  US
 KV6984  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV6984
 KV6984                         *CURRENT SURVEY CONTROL
 KV6984  ______________________________________________________________________
 KV6984* NAD 83(2011) POSITION- 40 17 41.83345(N) 074 04 58.00266(W)   ADJUSTED
 KV6984* NAD 83(2011) ELLIP HT-   -16.723 (meters)        (06/27/12)   ADJUSTED
 KV6984* NAD 83(2011) EPOCH   -  2010.00
 KV6984* NAVD 88 ORTHO HEIGHT -    15.9   (meters)       52.    (feet) GPS OBS
 KV6984  ______________________________________________________________________
 KV6984  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6984  GEOID HEIGHT    -        -32.558 (meters)                     GEOID18
 KV6984  NAD 83(2011) X  -  1,336,022.011 (meters)                     COMP
 KV6984  NAD 83(2011) Y  - -4,684,796.906 (meters)                     COMP
 KV6984  NAD 83(2011) Z  -  4,103,009.116 (meters)                     COMP
 KV6984  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 KV6984
 KV6984  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6984  Standards:
 KV6984         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6984            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6984  -------------------------------------------------------------------
 KV6984  NETWORK    0.30   0.47           0.13   0.11   0.24      0.04901275
 KV6984  -------------------------------------------------------------------
 KV6984  Click here for local accuracies and other accuracy information.
 KV6984
 KV6984.The horizontal coordinates were established by GPS observations
 KV6984.and adjusted by the National Geodetic Survey in June 2012.
 KV6984
 KV6984.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6984.been affixed to the stable North American tectonic plate. See 
 KV6984.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6984
 KV6984.The horizontal coordinates are valid at the epoch date displayed above
 KV6984.which is a decimal equivalence of Year/Month/Day.
 KV6984
 KV6984.The orthometric height was determined by GPS observations and a
 KV6984.high-resolution geoid model.
 KV6984
 KV6984.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6984.GEOID18 height accuracy estimate available here.
 KV6984
 KV6984.Click photographs - Photos may exist for this station.
 KV6984
 KV6984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6984
 KV6984.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6984
 KV6984.The ellipsoidal height was determined by GPS observations
 KV6984.and is referenced to NAD 83.
 KV6984
 KV6984. The following values were computed from the NAD 83(2011) position.
 KV6984
 KV6984;                    North         East     Units Scale Factor Converg.
 KV6984;SPC NJ       -   162,345.573   185,470.889   MT  0.99991548   +0 16 11.4
 KV6984;SPC NJ       -   532,628.77    608,499.07   sFT  0.99991548   +0 16 11.4
 KV6984;UTM  18      - 4,460,898.598   577,956.395   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7795660898(NAD 83)
 KV6984
 KV6984                          SUPERSEDED SURVEY CONTROL
 KV6984
 KV6984  NAD 83(2007)-  40 17 41.83385(N)    074 04 58.00311(W) AD(2002.00) 0
 KV6984  ELLIP H (02/10/07)  -16.713  (m)                       GP(2002.00)    
 KV6984  ELLIP H (10/23/02)  -16.699  (m)                       GP(       ) 4 1
 KV6984  NAD 83(1996)-  40 17 41.83376(N)    074 04 58.00320(W) AD(       ) 1
 KV6984  ELLIP H (05/14/99)  -16.714  (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)  -16.741  (m)                       GP(       ) 3 1
 KV6984  NAD 83(1986)-  40 17 41.83458(N)    074 04 58.00615(W) AD(       ) 1
 KV6984  NAVD 88 (02/25/94)   15.9    (m)  GEOID93  model used  GPS OBS        
 KV6984
 KV6984.Superseded values are not recommended for survey control.
 KV6984
 KV6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6984.See file dsdata.pdf to determine how the superseded data were derived.
 KV6984
 KV6984_MARKER: DD = SURVEY DISK
 KV6984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KU3897 ***********************************************************************
 KU3897  DESIGNATION -  EDGE
 KU3897  PID         -  KU3897
 KU3897  STATE/COUNTY-  NJ/BERGEN
 KU3897  COUNTRY     -  US
 KU3897  USGS QUAD   -  CENTRAL PARK (2019)
 KU3897
 KU3897                         *CURRENT SURVEY CONTROL
 KU3897  ______________________________________________________________________
 KU3897* NAD 83(1996) POSITION- 40 49 48.39936(N) 073 58 21.92702(W)   ADJUSTED
 KU3897* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 KU3897  ______________________________________________________________________
 KU3897  GEOID HEIGHT    -        -31.629 (meters)                     GEOID18
 KU3897  LAPLACE CORR    -          6.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3897.GEOID18 height accuracy estimate available here.
 KU3897
 KU3897.Click photographs - Photos may exist for this station.
 KU3897
 KU3897.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3897
 KU3897. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000376  x   0.99992433  =   0.99992809
 KU3897!SPC NY L     -   1.00000376  x   0.99999496  =   0.99999872
 KU3897!UTM  18      -   1.00000376  x   0.99969234  =   0.99969610
 KU3897
 KU3897:                Primary Azimuth Mark                     Grid Az
 KU3897:SPC NJ       -  HIGHBRIDGE 1898                          067 27 52.8
 KU3897:SPC NY L     -  HIGHBRIDGE 1898                          067 47 29.7
 KU3897:UTM  18      -  HIGHBRIDGE 1898                          067 08 15.8
 KU3897
 KU3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8661420405(NAD 83)
 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
 KU3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3897.See file dsdata.pdf to determine how the superseded data were derived.
 KU3897
 KU3897_MARKER: DS = TRIANGULATION STATION DISK
 KU3897_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU3897_SP_SET: CURB
 KU3897_STAMPING: EDGE 1930
 KU3897_MARK LOGO: CGS
 KU3897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5763 ***********************************************************************
 KV5763  DESIGNATION -  EDGEWATER CL LOWER USE
 KV5763  PID         -  KV5763
 KV5763  STATE/COUNTY-  NJ/BURLINGTON
 KV5763  COUNTRY     -  US
 KV5763  USGS QUAD   -  BEVERLY (2016)
 KV5763
 KV5763                         *CURRENT SURVEY CONTROL
 KV5763  ______________________________________________________________________
 KV5763* NAD 83(1996) POSITION- 40 04 06.87656(N) 074 55 15.67302(W)   ADJUSTED
 KV5763* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5763  ______________________________________________________________________
 KV5763  GEOID HEIGHT    -        -32.931 (meters)                     GEOID18
 KV5763  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5763.GEOID18 height accuracy estimate available here.
 KV5763
 KV5763.Click photographs - Photos may exist for this station.
 KV5763
 KV5763.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5763
 KV5763. The following values were computed from the NAD 83(1996) position.
 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       -  FERGUSON 2                               081 15 37.2
 KV5763:SPC PA S     -  FERGUSON 2                               079 09 14.0
 KV5763:UTM  18      -  FERGUSON 2                               080 56 18.5
 KV5763
 KV5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0673435371(NAD 83)
 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
 KV5763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5763.See file dsdata.pdf to determine how the superseded data were derived.
 KV5763
 KV5763_MARKER: Z = SEE DESCRIPTION
 KV5763_SETTING: 0 = UNSPECIFIED SETTING
 KV5763
 KV5763  HISTORY     - Date     Condition        Report By
 KV5763  HISTORY     - 1935     MONUMENTED       USACE
 KV5763  HISTORY     - 1947     GOOD             CGS
 KV5763  HISTORY     - 19900615 MARK NOT FOUND   NJGS
 KV5763
 KV5763                          STATION DESCRIPTION
 KV5763
 KV5763'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KU3894 ***********************************************************************
 KU3894  DESIGNATION -  EDGEWATER FLAGPOLE ON HILL
 KU3894  PID         -  KU3894
 KU3894  STATE/COUNTY-  NJ/BERGEN
 KU3894  COUNTRY     -  US
 KU3894  USGS QUAD   -  CENTRAL PARK (2019)
 KU3894
 KU3894                         *CURRENT SURVEY CONTROL
 KU3894  ______________________________________________________________________
 KU3894* NAD 83(1996) POSITION- 40 50 03.02525(N) 073 58 23.44928(W)   ADJUSTED
 KU3894  ______________________________________________________________________
 KU3894  GEOID HEIGHT    -        -31.626 (meters)                     GEOID18
 KU3894  LAPLACE CORR    -          6.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3894.GEOID18 height accuracy estimate available here.
 KU3894
 KU3894.Click photographs - Photos may exist for this station.
 KU3894
 KU3894.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3894
 KU3894. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8657320856(NAD 83)
 KU3894
 KU3894                          SUPERSEDED SURVEY CONTROL
 KU3894
 KU3894  NAD 83(1996)-  40 50 03.02525(N)    073 58 23.44929(W) AD(       ) 3
 KU3894  NAD 83(1996)-  40 50 03.02513(N)    073 58 23.45026(W) AD(       ) 3
 KU3894  NAD 83(1992)-  40 50 03.02356(N)    073 58 23.45067(W) AD(       ) 3
 KU3894  NAD 83(1986)-  40 50 03.02894(N)    073 58 23.44916(W) AD(       ) 3
 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
 KU3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3894.See file dsdata.pdf to determine how the superseded data were derived.
 KU3894
 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 = JULY 24, 2026 22:12:30 EDT
 KU3908 ***********************************************************************
 KU3908  DESIGNATION -  EDGEWATER LEVER BROTHERS CHIM
 KU3908  PID         -  KU3908
 KU3908  STATE/COUNTY-  NJ/BERGEN
 KU3908  COUNTRY     -  US
 KU3908  USGS QUAD   -  CENTRAL PARK (2019)
 KU3908
 KU3908                         *CURRENT SURVEY CONTROL
 KU3908  ______________________________________________________________________
 KU3908* NAD 83(1996) POSITION- 40 48 11.18775(N) 073 59 29.91363(W)   ADJUSTED
 KU3908  ______________________________________________________________________
 KU3908  GEOID HEIGHT    -        -31.714 (meters)                     GEOID18
 KU3908  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3908.GEOID18 height accuracy estimate available here.
 KU3908
 KU3908.Click photographs - Photos may exist for this station.
 KU3908
 KU3908.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3908
 KU3908. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8505617389(NAD 83)
 KU3908
 KU3908                          SUPERSEDED SURVEY CONTROL
 KU3908
 KU3908  NAD 83(1996)-  40 48 11.18775(N)    073 59 29.91365(W) AD(       ) 3
 KU3908  NAD 83(1996)-  40 48 11.18751(N)    073 59 29.91463(W) AD(       ) 3
 KU3908  NAD 83(1992)-  40 48 11.18628(N)    073 59 29.91504(W) AD(       ) 3
 KU3908  NAD 83(1986)-  40 48 11.19141(N)    073 59 29.91490(W) AD(       ) 3
 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
 KU3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3908.See file dsdata.pdf to determine how the superseded data were derived.
 KU3908
 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 = JULY 24, 2026 22:12:30 EDT
 KU3895 ***********************************************************************
 KU3895  DESIGNATION -  EDGEWATER USE 1932
 KU3895  PID         -  KU3895
 KU3895  STATE/COUNTY-  NJ/BERGEN
 KU3895  COUNTRY     -  US
 KU3895  USGS QUAD   -  CENTRAL PARK (2019)
 KU3895
 KU3895                         *CURRENT SURVEY CONTROL
 KU3895  ______________________________________________________________________
 KU3895* NAD 83(1996) POSITION- 40 50 01.82602(N) 073 58 07.20667(W)   ADJUSTED
 KU3895* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KU3895  ______________________________________________________________________
 KU3895  GEOID HEIGHT    -        -31.614 (meters)                     GEOID18
 KU3895  LAPLACE CORR    -          6.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3895.GEOID18 height accuracy estimate available here.
 KU3895
 KU3895.Click photographs - Photos may exist for this station.
 KU3895
 KU3895.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3895
 KU3895. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8695420823(NAD 83)
 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
 KU3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3895.See file dsdata.pdf to determine how the superseded data were derived.
 KU3895
 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       USACE
 KU3895  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 KU3895  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KU3895  HISTORY     - 20101225 MARK NOT FOUND   GEOCAC
 KU3895
 KU3895                          STATION DESCRIPTION
 KU3895
 KU3895'DESCRIBED BY US ARMY CORPS OF 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.
 KU3895
 KU3895                          STATION RECOVERY (2010)
 KU3895
 KU3895'RECOVERY NOTE BY GEOCACHING 2010 (PR)
 KU3895'THE AREA HAS BEEN REDEVELOPED INTO A PARK AND CONDO COMPLEX.  NO
 KU3895'WOODEN PIER REMAINS AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5843 ***********************************************************************
 KV5843  DESIGNATION -  EDISON
 KV5843  PID         -  KV5843
 KV5843  STATE/COUNTY-  NJ/MIDDLESEX
 KV5843  COUNTRY     -  US
 KV5843  USGS QUAD   -  PLAINFIELD (2019)
 KV5843
 KV5843                         *CURRENT SURVEY CONTROL
 KV5843  ______________________________________________________________________
 KV5843* NAD 83(2011) POSITION- 40 30 43.72278(N) 074 24 39.04298(W)   ADJUSTED
 KV5843* NAD 83(2011) ELLIP HT-    -6.633 (meters)        (06/27/12)   ADJUSTED
 KV5843* NAD 83(2011) EPOCH   -  2010.00
 KV5843* NAVD 88 ORTHO HEIGHT -    26.2   (meters)       86.    (feet) GPS OBS
 KV5843  ______________________________________________________________________
 KV5843  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5843  GEOID HEIGHT    -        -32.846 (meters)                     GEOID18
 KV5843  NAD 83(2011) X  -  1,304,976.966 (meters)                     COMP
 KV5843  NAD 83(2011) Y  - -4,677,320.268 (meters)                     COMP
 KV5843  NAD 83(2011) Z  -  4,121,381.015 (meters)                     COMP
 KV5843  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 KV5843
 KV5843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5843  Standards:
 KV5843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5843  -------------------------------------------------------------------
 KV5843  NETWORK    0.49   0.71           0.21   0.19   0.36      0.08703663
 KV5843  -------------------------------------------------------------------
 KV5843  Click here for local accuracies and other accuracy information.
 KV5843
 KV5843.The horizontal coordinates were established by GPS observations
 KV5843.and adjusted by the National Geodetic Survey in June 2012.
 KV5843
 KV5843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5843.been affixed to the stable North American tectonic plate. See 
 KV5843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5843
 KV5843.The horizontal coordinates are valid at the epoch date displayed above
 KV5843.which is a decimal equivalence of Year/Month/Day.
 KV5843
 KV5843.The orthometric height was determined by GPS observations and a
 KV5843.high-resolution geoid model.
 KV5843
 KV5843.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5843.GEOID18 height accuracy estimate available here.
 KV5843
 KV5843.Click photographs - Photos may exist for this station.
 KV5843
 KV5843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5843
 KV5843.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5843
 KV5843.The ellipsoidal height was determined by GPS observations
 KV5843.and is referenced to NAD 83.
 KV5843
 KV5843. The following values were computed from the NAD 83(2011) position.
 KV5843
 KV5843;                    North         East     Units Scale Factor Converg.
 KV5843;SPC NJ       -   186,380.919   157,555.329   MT  0.99990070   +0 03 28.5
 KV5843;SPC NJ       -   611,484.73    516,912.78   sFT  0.99990070   +0 03 28.5
 KV5843;UTM  18      - 4,484,769.554   549,912.487   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4991284769(NAD 83)
 KV5843
 KV5843                          SUPERSEDED SURVEY CONTROL
 KV5843
 KV5843  NAD 83(2007)-  40 30 43.72310(N)    074 24 39.04362(W) AD(2002.00) 0
 KV5843  ELLIP H (02/10/07)   -6.624  (m)                       GP(2002.00)    
 KV5843  ELLIP H (10/23/02)   -6.622  (m)                       GP(       ) 4 1
 KV5843  NAD 83(1996)-  40 30 43.72337(N)    074 24 39.04388(W) AD(       ) 1
 KV5843  ELLIP H (05/14/99)   -6.618  (m)                       GP(       ) 4 1
 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)  RAPSU86  model used  GPS OBS        
 KV5843
 KV5843.Superseded values are not recommended for survey control.
 KV5843
 KV5843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5843.See file dsdata.pdf to determine how the superseded data were derived.
 KV5843
 KV5843_MARKER: DD = SURVEY DISK
 KV5843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5843_STAMPING: EDISON
 KV5843_MARK LOGO: PSEG
 KV5843_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 KV5843+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2021
 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  HISTORY     - 20210922 GOOD             NJGS
 KV5843  HISTORY     - 20211108 MARK NOT FOUND   NJGS
 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.
 KV5843
 KV5843                          STATION RECOVERY (2021)
 KV5843
 KV5843'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV5843'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF SOUTH
 KV5843'AMBOY JUNCTION, 6.7 MI (10.8 KM) WEST-NORTHWEST OF SOUTH AMBOY AND 2.8
 KV5843'MI (4.5 KM) NORTHEAST OF NEW BRUNSWICK.  THE MARK IS LOCATED IN
 KV5843'EDISON, AT THE NORTHWEST DEAD END OF VINAL AVENUE.
 KV5843'
 KV5843'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 287 AND STATE
 KV5843'ROUTE 27, GO 3.04 KM (1.89 MI) SOUTH ON ROUTE 27 TO COUNTY ROAD 529.
 KV5843'CONTINUE AHEAD FOR 0.64 KM (0.40 MI) TO VINAL AVENUE ON THE RIGHT.
 KV5843'TURN RIGHT AND GO 0.32 KM (0.20 MI) TO THE STATION AHEAD AT THE END OF
 KV5843'THE ROAD ON THE EAST SIDE OF A CREAM COLORED HOUSE, 52 NELSON AVENUE,
 KV5843'ABUTTING A RELAY STATION.
 KV5843'
 KV5843'THE STATION IS 64.6 FT (19.7 M) NORTH OF POLE NUMBER 69544 ED, 59.25
 KV5843'FT (18.1 M) SOUTH OF POLE NUMBER PL 11953, 50.6 FT (15.4 M) EAST OF OF
 KV5843'EAST SIDE OF CREAM COLORED HOUSE, 13 FT (4.0 M) WEST OF OF CHAIN LINK
 KV5843'FENCE THAT SURROUNDS A RELAY STATION.  SET FLUSH WITH THE GROUND.
 KV5843
 KV5843                          STATION RECOVERY (2021)
 KV5843
 KV5843'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 KV5843'THIS STATION WAS LOOKED FOR BUT WAS NOT RECOVERED, THE STATION SEEMED
 KV5843'TO BE DESTROYED PLUS THE LOCATION WAS UNSUITABLE FOR GPS EVEN IF
 KV5843'FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU2818 ***********************************************************************
 HU2818  CBN         -  This is a Cooperative Base Network Control Station.
 HU2818  DESIGNATION -  EECEN
 HU2818  PID         -  HU2818
 HU2818  STATE/COUNTY-  NJ/CAPE MAY
 HU2818  COUNTRY     -  US
 HU2818  USGS QUAD   -  WILDWOOD (2019)
 HU2818
 HU2818                         *CURRENT SURVEY CONTROL
 HU2818  ______________________________________________________________________
 HU2818* NAD 83(2011) POSITION- 38 57 29.72284(N) 074 51 20.94286(W)   ADJUSTED
 HU2818* NAD 83(2011) ELLIP HT-   -34.500 (meters)        (06/27/12)   ADJUSTED
 HU2818* NAD 83(2011) EPOCH   -  2010.00
 HU2818* NAVD 88 ORTHO HEIGHT -     1.007 (meters)        3.30  (feet) ADJUSTED
 HU2818  ______________________________________________________________________
 HU2818  GEOID HEIGHT    -        -35.526 (meters)                     GEOID18
 HU2818  NAD 83(2011) X  -  1,297,418.540 (meters)                     COMP
 HU2818  NAD 83(2011) Y  - -4,793,746.168 (meters)                     COMP
 HU2818  NAD 83(2011) Z  -  3,988,692.838 (meters)                     COMP
 HU2818  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 HU2818  DYNAMIC HEIGHT  -          1.006 (meters)        3.30  (feet) COMP
 HU2818  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 HU2818
 HU2818  VERT ORDER      -  FIRST     CLASS II
 HU2818
 HU2818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2818  Standards:
 HU2818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2818  -------------------------------------------------------------------
 HU2818  NETWORK    0.27   0.57           0.12   0.10   0.29      0.00288034
 HU2818  -------------------------------------------------------------------
 HU2818  Click here for local accuracies and other accuracy information.
 HU2818
 HU2818.The horizontal coordinates were established by GPS observations
 HU2818.and adjusted by the National Geodetic Survey in June 2012.
 HU2818
 HU2818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2818.been affixed to the stable North American tectonic plate. See 
 HU2818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2818
 HU2818.The horizontal coordinates are valid at the epoch date displayed above
 HU2818.which is a decimal equivalence of Year/Month/Day.
 HU2818
 HU2818.The orthometric height was determined by differential leveling and
 HU2818.adjusted by the NATIONAL GEODETIC SURVEY
 HU2818.in September 1996.
 HU2818
 HU2818.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2818.GEOID18 height accuracy estimate available here.
 HU2818
 HU2818.Click photographs - Photos may exist for this station.
 HU2818
 HU2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2818
 HU2818.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2818
 HU2818.The ellipsoidal height was determined by GPS observations
 HU2818.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 HU2818
 HU2818;                    North         East     Units Scale Factor Converg.
 HU2818;SPC NJ       -    13,926.960   119,161.752   MT  0.99991171   -0 13 25.4
 HU2818;SPC NJ       -    45,692.03    390,949.85   sFT  0.99991171   -0 13 25.4
 HU2818;UTM  18      - 4,312,154.144   512,492.354   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1249212154(NAD 83)
 HU2818
 HU2818|---------------------------------------------------------------------|
 HU2818| PID    Reference Object                     Distance      Geod. Az  |
 HU2818|                                                           dddmmss.s |
 HU2818| HU1268 TWO MILE                            317.894 METERS 13522     |
 HU2818|---------------------------------------------------------------------|
 HU2818
 HU2818                          SUPERSEDED SURVEY CONTROL
 HU2818
 HU2818  NAD 83(2007)-  38 57 29.72330(N)    074 51 20.94356(W) AD(2002.00) 0
 HU2818  ELLIP H (02/10/07)  -34.492  (m)                       GP(2002.00)    
 HU2818  ELLIP H (09/24/01)  -34.475  (m)                       GP(       ) 4 1
 HU2818  NAD 83(1991)-  38 57 29.72333(N)    074 51 20.94321(W) AD(       ) B
 HU2818  ELLIP H (07/24/97)  -34.479  (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)  -34.538  (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)  -34.531  (m)                       GP(       ) 4 1
 HU2818  NAVD 88               1.01   (m)            3.3    (f) LEVELING    3  
 HU2818  NAVD 88 (04/04/94)    1.0    (m)  UNKNOWN  model used  GPS OBS        
 HU2818  NAVD 88 (04/16/93)    1.1    (m)  GEOID93  model used  GPS OBS        
 HU2818  NAVD 88 (03/31/93)    1.0    (m)  UNKNOWN  model used  GPS OBS        
 HU2818  NAVD 88 (12/31/92)    0.7    (m)  GEOID90  model used  GPS OBS        
 HU2818
 HU2818.Superseded values are not recommended for survey control.
 HU2818
 HU2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2818.See file dsdata.pdf to determine how the superseded data were derived.
 HU2818
 HU2818_MARKER: F = FLANGE-ENCASED ROD
 HU2818_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HU2818_STAMPING: EECEN USCG 1992
 HU2818_MARK LOGO: NGS
 HU2818_PROJECTION: RECESSED 10 CENTIMETERS
 HU2818_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2818+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2019
 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  HISTORY     - 20090313 GOOD             NJGS
 HU2818  HISTORY     - 20190717 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.
 HU2818
 HU2818                          STATION RECOVERY (2009)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (EJO)
 HU2818'RECOVERED IN GOOD CONDITION.
 HU2818
 HU2818                          STATION RECOVERY (2019)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 HU2818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU4058 ***********************************************************************
 KU4058  DESIGNATION -  EGG 2
 KU4058  PID         -  KU4058
 KU4058  STATE/COUNTY-  NJ/BERGEN
 KU4058  COUNTRY     -  US
 KU4058  USGS QUAD   -  YONKERS (2019)
 KU4058
 KU4058                         *CURRENT SURVEY CONTROL
 KU4058  ______________________________________________________________________
 KU4058* NAD 83(1996) POSITION- 40 55 21.83159(N) 073 55 33.71942(W)   ADJUSTED
 KU4058* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KU4058  ______________________________________________________________________
 KU4058  GEOID HEIGHT    -        -31.415 (meters)                     GEOID18
 KU4058  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4058.GEOID18 height accuracy estimate available here.
 KU4058
 KU4058.Click photographs - Photos may exist for this station.
 KU4058
 KU4058.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4058
 KU4058. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000498  x   0.99992875  =   0.99993373
 KU4058!SPC NY L     -   1.00000498  x   0.99999570  =   1.00000068
 KU4058!UTM  18      -   1.00000498  x   0.99970064  =   0.99970561
 KU4058
 KU4058:                Primary Azimuth Mark                     Grid Az
 KU4058:SPC NJ       -  ST VINCENT CHURCH STEEPLE                124 34 11.8
 KU4058:SPC NY L     -  ST VINCENT CHURCH STEEPLE                124 53 51.1
 KU4058:UTM  18      -  ST VINCENT CHURCH STEEPLE                124 14 32.6
 KU4058
 KU4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9042830734(NAD 83)
 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
 KU4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4058.See file dsdata.pdf to determine how the superseded data were derived.
 KU4058
 KU4058_MARKER: DS = TRIANGULATION STATION DISK
 KU4058_SETTING: 80 = SET IN A BOULDER
 KU4058_STAMPING: EGG 2 1930
 KU4058_MARK LOGO: CGS
 KU4058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4058+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU4245 ***********************************************************************
 JU4245  DESIGNATION -  EGG ISLAND POINT LT PLATFORM
 JU4245  PID         -  JU4245
 JU4245  STATE/COUNTY-  NJ/CUMBERLAND
 JU4245  COUNTRY     -  US
 JU4245  USGS QUAD   -  FORTESCUE (2019)
 JU4245
 JU4245                         *CURRENT SURVEY CONTROL
 JU4245  ______________________________________________________________________
 JU4245* NAD 83(1996) POSITION- 39 10 20.61933(N) 075 07 55.03803(W)   ADJUSTED
 JU4245* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU4245  ______________________________________________________________________
 JU4245  GEOID HEIGHT    -        -34.697 (meters)                     GEOID18
 JU4245  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4245.GEOID18 height accuracy estimate available here.
 JU4245
 JU4245.Click photographs - Photos may exist for this station.
 JU4245
 JU4245.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4245
 JU4245. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000534  x   0.99993670  =   0.99994204
 JU4245!UTM  18      -   1.00000534  x   0.99960160  =   0.99960694
 JU4245
 JU4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8860135915(NAD 83)
 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
 JU4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4245.See file dsdata.pdf to determine how the superseded data were derived.
 JU4245
 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 = JULY 24, 2026 22:12:30 EDT
 JU4247 ***********************************************************************
 JU4247  DESIGNATION -  EGG PIPE
 JU4247  PID         -  JU4247
 JU4247  STATE/COUNTY-  NJ/CUMBERLAND
 JU4247  COUNTRY     -  US
 JU4247  USGS QUAD   -  FORTESCUE (2019)
 JU4247
 JU4247                         *CURRENT SURVEY CONTROL
 JU4247  ______________________________________________________________________
 JU4247* NAD 83(1996) POSITION- 39 10 52.32638(N) 075 08 14.96239(W)   ADJUSTED
 JU4247* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 JU4247  ______________________________________________________________________
 JU4247  GEOID HEIGHT    -        -34.665 (meters)                     GEOID18
 JU4247  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4247.GEOID18 height accuracy estimate available here.
 JU4247
 JU4247.Click photographs - Photos may exist for this station.
 JU4247
 JU4247.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4247
 JU4247. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000486  x   0.99993734  =   0.99994220
 JU4247!UTM  18      -   1.00000486  x   0.99960174  =   0.99960660
 JU4247
 JU4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8812436894(NAD 83)
 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
 JU4247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4247.See file dsdata.pdf to determine how the superseded data were derived.
 JU4247
 JU4247_MARKER: P = PIPE CAP
 JU4247_SETTING: 17 = SET INTO TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KU2755 ***********************************************************************
 KU2755  DESIGNATION -  ELBERON
 KU2755  PID         -  KU2755
 KU2755  STATE/COUNTY-  NJ/MONMOUTH
 KU2755  COUNTRY     -  US
 KU2755  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2755
 KU2755                         *CURRENT SURVEY CONTROL
 KU2755  ______________________________________________________________________
 KU2755* NAD 83(1996) POSITION- 40 15 44.75907(N) 073 59 26.29571(W)   ADJUSTED
 KU2755* NAVD 88 ORTHO HEIGHT -     4.623 (meters)       15.17  (feet) ADJUSTED
 KU2755  ______________________________________________________________________
 KU2755  GEOID HEIGHT    -        -32.784 (meters)                     GEOID18
 KU2755  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 KU2755  DYNAMIC HEIGHT  -          4.621 (meters)       15.16  (feet) COMP
 KU2755  MODELED GRAVITY -    980,172.9   (mgal)                       NAVD 88
 KU2755
 KU2755  HORZ ORDER      -  THIRD
 KU2755  VERT ORDER      -  FIRST     CLASS II
 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 orthometric height was determined by differential leveling and
 KU2755.adjusted by the NATIONAL GEODETIC SURVEY
 KU2755.in May 2011.
 KU2755
 KU2755.No vertical observational check was made to the station.
 KU2755
 KU2755.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2755.GEOID18 height accuracy estimate available here.
 KU2755
 KU2755.Click photographs - Photos may exist for this station.
 KU2755
 KU2755.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2755
 KU2755.The dynamic height is computed by dividing the NAVD 88
 KU2755.geopotential number by the normal gravity value computed on the
 KU2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2755.degrees latitude (g = 980.6199 gals.).
 KU2755
 KU2755.The modeled gravity was interpolated from observed gravity values.
 KU2755
 KU2755. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000442  x   0.99992310  =   0.99992752
 KU2755!UTM  18      -   1.00000442  x   0.99969068  =   0.99969510
 KU2755
 KU2755:                Primary Azimuth Mark                     Grid Az
 KU2755:SPC NJ       -  LONG                                     011 53 38.9
 KU2755:UTM  18      -  LONG                                     011 34 15.4
 KU2755
 KU2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8582857374(NAD 83)
 KU2755
 KU2755|---------------------------------------------------------------------|
 KU2755| PID    Reference Object                     Distance      Geod. Az  |
 KU2755|                                                           dddmmss.s |
 KU2755| KU2777 LONG BRANCH CH OF SEA CROSS         APPROX. 4.4 KM 0083359.7 |
 KU2755| KU0801 LONG                                APPROX. 5.1 KM 0121324.0 |
 KU2755| CA9027 ELBERON RM 1                         51.444 METERS 10155     |
 KU2755| KV5122 ALLENHURST TANK                     APPROX. 3.4 KM 2060750.2 |
 KU2755| KV5043 DEAL INCINERATOR STACK              APPROX. 1.2 KM 2380128.7 |
 KU2755| KV5181 OAKHURST US ARMY TOWER              APPROX. 5.1 KM 2393151.3 |
 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
 KU2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2755.See file dsdata.pdf to determine how the superseded data were derived.
 KU2755
 KU2755_MARKER: DS = TRIANGULATION STATION DISK
 KU2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2755_STAMPING: ELBERON 1940
 KU2755_MARK LOGO: CGS
 KU2755_PROJECTION: PROJECTING 10 CENTIMETERS
 KU2755_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2755+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 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  HISTORY     - 20080507 GOOD             NJGS
 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.
 KU2755
 KU2755                          STATION RECOVERY (2008)
 KU2755
 KU2755'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KU2755'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 KU2755'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 3.6 MI (5.8 KM) SOUTH ON
 KU2755'OCEAN BOULEVARD TO THE STATION ON THE RIGHT.
 KU2755'
 KU2755'IT IS LOCATED SOUTH OF THE SAINT JAMES EPISCOPAL CHURCH.
 KU2755'
 KU2755'THE STATION IS IN BETWEEN FOUR CONCRETE FOOTINGS, PROJECTING ABOUT 3.5
 KU2755'FT (1.1 M) INSIDE THE REMOVED TOWER FOOTINGS IN THE REAR OF THE
 KU2755'PROPERTY.
 KU2755'
 KU2755'IT IS 177 FT (53.9 M) WEST OF THE WEST CURB OF OCEAN AVENUE, ABOUT 2.5
 KU2755'FT (0.8 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHEAST FOOTINGS,
 KU2755'7.4 M (24.3 FT) NORTHEAST OF REFERENCE MARK 2, 51.4 M (168.6 FT) WEST
 KU2755'OF REFERENCE MARK 2 (IN HEDGE ROW).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CA9027 ***********************************************************************
 CA9027  DESIGNATION -  ELBERON RM 1
 CA9027  PID         -  CA9027
 CA9027  STATE/COUNTY-  NJ/MONMOUTH
 CA9027  COUNTRY     -  US
 CA9027  USGS QUAD   -  LONG BRANCH EAST (2019)
 CA9027
 CA9027                         *CURRENT SURVEY CONTROL
 CA9027  ______________________________________________________________________
 CA9027* NAD 83(1986) POSITION- 40 15 44.41   (N) 073 59 24.16   (W)   HD_HELD1
 CA9027* NAVD 88 ORTHO HEIGHT -     5.016 (meters)       16.46  (feet) ADJUSTED
 CA9027  ______________________________________________________________________
 CA9027  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 CA9027  DYNAMIC HEIGHT  -          5.013 (meters)       16.45  (feet) COMP
 CA9027  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 CA9027
 CA9027  VERT ORDER      -  FIRST     CLASS II
 CA9027
 CA9027.The horizontal coordinates were determined by differentially corrected
 CA9027.hand held GPS observations or other comparable positioning techniques
 CA9027.and have an estimated accuracy of +/- 3 meters.
 CA9027
 CA9027.The orthometric height was determined by differential leveling and
 CA9027.adjusted by the NATIONAL GEODETIC SURVEY
 CA9027.in May 2011.
 CA9027
 CA9027.No vertical observational check was made to the station.
 CA9027
 CA9027.Significant digits in the geoid height do not necessarily reflect accuracy.
 CA9027.GEOID18 height accuracy estimate available here.
 CA9027
 CA9027.Click photographs - Photos may exist for this station.
 CA9027
 CA9027.The dynamic height is computed by dividing the NAVD 88
 CA9027.geopotential number by the normal gravity value computed on the
 CA9027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA9027.degrees latitude (g = 980.6199 gals.).
 CA9027
 CA9027.The modeled gravity was interpolated from observed gravity values.
 CA9027
 CA9027;                    North         East    Units  Estimated Accuracy
 CA9027;SPC NJ       -   158,765.3     193,375.7     MT  (+/- 3 meters HH1 GPS) 
 CA9027
 CA9027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8587957363(NAD 83)
 CA9027
 CA9027                          SUPERSEDED SURVEY CONTROL
 CA9027
 CA9027.No superseded survey control is available for this station.
 CA9027
 CA9027_MARKER: DR = REFERENCE MARK DISK
 CA9027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA9027_STAMPING: ELBERON NO 1 1940
 CA9027_MARK LOGO: CGS
 CA9027_PROJECTION: PROJECTING 30 CENTIMETERS
 CA9027_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA9027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA9027+STABILITY: SURFACE MOTION
 CA9027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA9027+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 CA9027
 CA9027  HISTORY     - Date     Condition        Report By
 CA9027  HISTORY     - 1940     MONUMENTED       CGS
 CA9027  HISTORY     - 20080507 GOOD             NJGS
 CA9027
 CA9027                          STATION DESCRIPTION
 CA9027
 CA9027'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 CA9027'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST-NORTHEAST OF
 CA9027'FARMINGDALE, 3.1 MI (5.0 KM) NORTH-NORTHEAST OF ASBURY PARK AND 2.9 MI
 CA9027'(4.7 KM) SOUTH OF LONG BRANCH.
 CA9027'
 CA9027'THE STATION IS LOCATED IN THE ELBERON SECTION OF LONG BRANCH, ON THE
 CA9027'GROUNDS OF A HISTORICAL SOCIETY.
 CA9027'
 CA9027'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 CA9027'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 3.6 MI (5.8 KM) SOUTH ON
 CA9027'OCEAN BOULEVARD TO THE STATION ON THE RIGHT, LOCATED IN A HEDGE ROW,
 CA9027'13 FT (4.0 M) WEST OF THE WEST CURB OF OCEAN AVENUE, 40 FT (12.2 M)
 CA9027'NORTHWEST OF A FIRE HYDRANT, 51.4 M (168.6 FT) EAST OF STATION
 CA9027'ELBERON.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CA9028 ***********************************************************************
 CA9028  DESIGNATION -  ELBERON RM 2
 CA9028  PID         -  CA9028
 CA9028  STATE/COUNTY-  NJ/MONMOUTH
 CA9028  COUNTRY     -  US
 CA9028  USGS QUAD   -  LONG BRANCH EAST (2019)
 CA9028
 CA9028                         *CURRENT SURVEY CONTROL
 CA9028  ______________________________________________________________________
 CA9028* NAD 83(1986) POSITION- 40 15 44.65   (N) 073 59 26.57   (W)   HD_HELD1
 CA9028* NAVD 88 ORTHO HEIGHT -     5.472 (meters)       17.95  (feet) ADJUSTED
 CA9028  ______________________________________________________________________
 CA9028  GEOID HEIGHT    -        -32.784 (meters)                     GEOID18
 CA9028  DYNAMIC HEIGHT  -          5.469 (meters)       17.94  (feet) COMP
 CA9028  MODELED GRAVITY -    980,172.9   (mgal)                       NAVD 88
 CA9028
 CA9028  VERT ORDER      -  FIRST     CLASS II
 CA9028
 CA9028.The horizontal coordinates were determined by differentially corrected
 CA9028.hand held GPS observations or other comparable positioning techniques
 CA9028.and have an estimated accuracy of +/- 3 meters.
 CA9028
 CA9028.The orthometric height was determined by differential leveling and
 CA9028.adjusted by the NATIONAL GEODETIC SURVEY
 CA9028.in May 2011.
 CA9028
 CA9028.No vertical observational check was made to the station.
 CA9028
 CA9028.Significant digits in the geoid height do not necessarily reflect accuracy.
 CA9028.GEOID18 height accuracy estimate available here.
 CA9028
 CA9028.Click photographs - Photos may exist for this station.
 CA9028
 CA9028.The dynamic height is computed by dividing the NAVD 88
 CA9028.geopotential number by the normal gravity value computed on the
 CA9028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA9028.degrees latitude (g = 980.6199 gals.).
 CA9028
 CA9028.The modeled gravity was interpolated from observed gravity values.
 CA9028
 CA9028;                    North         East    Units  Estimated Accuracy
 CA9028;SPC NJ       -   158,772.4     193,318.7     MT  (+/- 3 meters HH1 GPS) 
 CA9028
 CA9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8582257370(NAD 83)
 CA9028
 CA9028                          SUPERSEDED SURVEY CONTROL
 CA9028
 CA9028.No superseded survey control is available for this station.
 CA9028
 CA9028_MARKER: DR = REFERENCE MARK DISK
 CA9028_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CA9028+WITH SETTING: PAVEMENT
 CA9028_SP_SET: TOWER FOOTING
 CA9028_STAMPING: ELBERON NO 2 1940
 CA9028_MARK LOGO: CGS
 CA9028_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA9028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA9028+STABILITY: SURFACE MOTION
 CA9028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA9028+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 CA9028
 CA9028  HISTORY     - Date     Condition        Report By
 CA9028  HISTORY     - 1940     MONUMENTED       CGS
 CA9028  HISTORY     - 20080507 GOOD             NJGS
 CA9028
 CA9028                          STATION DESCRIPTION
 CA9028
 CA9028'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 CA9028'TO REACH THE STATION FROM THE JUNCTION OF JOLINE AVENUE (STATE ROUTE
 CA9028'36) AND OCEAN BOULEVARD (COUNTY ROAD 57), GO 3.6 MI (5.8 KM) SOUTH ON
 CA9028'OCEAN BOULEVARD TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED
 CA9028'SOUTH OF THE SAINT JAMES EPISCOPAL CHURCH.
 CA9028'
 CA9028'THE STATION IS IN THE CENTER OF THE SOUTHWEST CONCRETE FOOTING OF A
 CA9028'REMOVED TOWER.
 CA9028'
 CA9028'THE STATION IS ABOUT 4 FT (1.2 M) ABOVE THE GROUND, 7.4 M (24.3 FT)
 CA9028'NORTHEAST OF STATION ELBERON, ABOUT 15 FT (4.6 M) EAST OF A FENCE
 CA9028'LINE, NEAR THE SOUTHWEST CORNER OF THE YARD, IN THE REAR OF THE
 CA9028'PROPERTY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4248 ***********************************************************************
 JU4248  DESIGNATION -  ELBOW OF CROSS LEDGE LT NEW
 JU4248  PID         -  JU4248
 JU4248  STATE/COUNTY-  NJ/CUMBERLAND
 JU4248  COUNTRY     -  US
 JU4248  USGS QUAD   -  BENNETTS PIER (2016)
 JU4248
 JU4248                         *CURRENT SURVEY CONTROL
 JU4248  ______________________________________________________________________
 JU4248* NAD 83(1996) POSITION- 39 10 56.00724(N) 075 16 06.40821(W)   ADJUSTED
 JU4248* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 JU4248  ______________________________________________________________________
 JU4248  GEOID HEIGHT    -        -34.604 (meters)                     GEOID18
 JU4248  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4248.GEOID18 height accuracy estimate available here.
 JU4248
 JU4248.Click photographs - Photos may exist for this station.
 JU4248
 JU4248.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4248
 JU4248. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000420  x   0.99995425  =   0.99995845
 JU4248!UTM  18      -   1.00000420  x   0.99960662  =   0.99961082
 JU4248
 JU4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7681437032(NAD 83)
 JU4248
 JU4248                          SUPERSEDED SURVEY CONTROL
 JU4248
 JU4248  NAD 83(1991)-  39 10 56.00078(N)    075 16 06.40873(W) AD(       ) 3
 JU4248
 JU4248.Superseded values are not recommended for survey control.
 JU4248
 JU4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4248.See file dsdata.pdf to determine how the superseded data were derived.
 JU4248
 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 = JULY 24, 2026 22:12:30 EDT
 KV5135 ***********************************************************************
 KV5135  DESIGNATION -  ELECTRIC
 KV5135  PID         -  KV5135
 KV5135  STATE/COUNTY-  NJ/MONMOUTH
 KV5135  COUNTRY     -  US
 KV5135  USGS QUAD   -  ASBURY PARK (2019)
 KV5135
 KV5135                         *CURRENT SURVEY CONTROL
 KV5135  ______________________________________________________________________
 KV5135* NAD 83(2011) POSITION- 40 13 01.52954(N) 074 00 36.63929(W)   ADJUSTED
 KV5135* NAD 83(2011) ELLIP HT-    16.241 (meters)        (06/27/12)   ADJUSTED
 KV5135* NAD 83(2011) EPOCH   -  2010.00
 KV5135* NAVD 88 ORTHO HEIGHT -    49.1   (meters)      161.    (feet) GPS OBS
 KV5135  ______________________________________________________________________
 KV5135  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5135  GEOID HEIGHT    -         -33.11 (meters)                     GEOID93
 KV5135  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 KV5135  NAD 83(2011) X  -  1,343,503.107 (meters)                     COMP
 KV5135  NAD 83(2011) Y  - -4,688,495.208 (meters)                     COMP
 KV5135  NAD 83(2011) Z  -  4,096,432.263 (meters)                     COMP
 KV5135  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 KV5135
 KV5135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5135  Standards:
 KV5135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5135  -------------------------------------------------------------------
 KV5135  NETWORK    0.47   0.78           0.21   0.17   0.40     -0.02485219
 KV5135  -------------------------------------------------------------------
 KV5135  Click here for local accuracies and other accuracy information.
 KV5135
 KV5135.The horizontal coordinates were established by GPS observations
 KV5135.and adjusted by the National Geodetic Survey in June 2012.
 KV5135
 KV5135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5135.been affixed to the stable North American tectonic plate. See 
 KV5135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5135
 KV5135.The horizontal coordinates are valid at the epoch date displayed above
 KV5135.which is a decimal equivalence of Year/Month/Day.
 KV5135
 KV5135.The orthometric height was determined by GPS observations and a
 KV5135.high-resolution geoid model.
 KV5135
 KV5135.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5135.GEOID18 height accuracy estimate available here.
 KV5135
 KV5135.Click photographs - Photos may exist for this station.
 KV5135
 KV5135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5135
 KV5135.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5135
 KV5135.The ellipsoidal height was determined by GPS observations
 KV5135.and is referenced to NAD 83.
 KV5135
 KV5135. The following values were computed from the NAD 83(2011) position.
 KV5135
 KV5135;                    North         East     Units Scale Factor Converg.
 KV5135;SPC NJ       -   153,732.198   191,690.980   MT  0.99992139   +0 18 58.6
 KV5135;SPC NJ       -   504,369.72    628,906.16   sFT  0.99992139   +0 18 58.6
 KV5135;UTM  18      - 4,452,322.476   584,223.476   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       -  MANASQUAN WATER TANK                     200 10 06.1
 KV5135:UTM  18      -  MANASQUAN WATER TANK                     199 50 43.8
 KV5135
 KV5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8422352322(NAD 83)
 KV5135
 KV5135|---------------------------------------------------------------------|
 KV5135| PID    Reference Object                     Distance      Geod. Az  |
 KV5135|                                                           dddmmss.s |
 KV5135| KU2801 HIGHLANDS NORTH RADAR DOME          APPROX.19.4 KM 0040231.3 |
 KV5135| KV5122 ALLENHURST TANK                     APPROX. 2.0 KM 0050448.5 |
 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 1920730.8 |
 KV5135| KV5279 POINT PLEASANT STANDPIPE            APPROX.14.7 KM 1921235.0 |
 KV5135| KV5277 POINT PLEASANT NJ POWER MAST        APPROX.14.7 KM 1921518.9 |
 KV5135| KV5212 SPRING LAKE EAST TANK               APPROX. 7.2 KM 1924415.7 |
 KV5135| CB5874 ELECTRIC RM 3                         3.562 METERS 19419     |
 KV5135| KV5187 SPRING LAKE PUMPING STATION TK      APPROX. 8.2 KM 1953930.0 |
 KV5135| KV5185 SPRING LAKE HEIGHTS TANK            APPROX. 8.2 KM 1960009.5 |
 KV5135| KV5284 POINT PLEASANT NEW EAST TANK        APPROX.15.6 KM 1973301.5 |
 KV5135| KV5287 POINT PLEASANT NEW WEST TANK        APPROX.15.9 KM 1984538.8 |
 KV5135| KV5218 MANASQUAN WATER TANK                APPROX.11.5 KM 2002904.7 |
 KV5135| KV5145 AVON WATER TANK                     APPROX. 2.8 KM 2013121.4 |
 KV5135| KV5177 SPRING LAKE WEST TANK               APPROX. 8.3 KM 2052322.5 |
 KV5135| KV5176 WALL TOWNSHIP WATER TOWER           APPROX. 6.0 KM 2293239.6 |
 KV5135| KV5146 EVANS SIGNAL LAB RADIO MAST         APPROX. 5.7 KM 2371815.5 |
 KV5135| KV5191 WEST GROVE STANDPIPE                APPROX. 1.7 KM 2382434.7 |
 KV5135| KV5133 CLUB TANK                           APPROX. 6.1 KM 2703418.5 |
 KV5135| KV5132 NEPTUNE RADIO STA WJLK TOWER        APPROX. 2.8 KM 2723332.3 |
 KV5135| KV5129 NEPTUNE MICROWAVE RELAY TOWER       APPROX. 3.9 KM 2825205.2 |
 KV5135| CB5875 ELECTRIC RM 4                         7.870 METERS 28522     |
 KV5135| KV5181 OAKHURST US ARMY TOWER              APPROX. 3.7 KM 3121520.6 |
 KV5135|---------------------------------------------------------------------|
 KV5135
 KV5135                          SUPERSEDED SURVEY CONTROL
 KV5135
 KV5135  NAD 83(2007)-  40 13 01.52995(N)    074 00 36.63974(W) AD(2002.00) 0
 KV5135  ELLIP H (02/10/07)   16.249  (m)                       GP(2002.00)    
 KV5135  ELLIP H (10/23/02)   16.266  (m)                       GP(       ) 4 1
 KV5135  NAD 83(1996)-  40 13 01.52979(N)    074 00 36.63974(W) AD(       ) 1
 KV5135  ELLIP H (05/14/99)   16.247  (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)   16.275  (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  NGVD 29 (07/19/86)   48.8    (m)          160.     (f) VERT ANG       
 KV5135
 KV5135.Superseded values are not recommended for survey control.
 KV5135
 KV5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5135.See file dsdata.pdf to determine how the superseded data were derived.
 KV5135
 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 = JULY 24, 2026 22:12:30 EDT
 DS3026 ***********************************************************************
 DS3026  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3026  DESIGNATION -  ELIZ
 DS3026  PID         -  DS3026
 DS3026  STATE/COUNTY-  NJ/UNION
 DS3026  COUNTRY     -  US
 DS3026  USGS QUAD   -  ELIZABETH (2016)
 DS3026
 DS3026                         *CURRENT SURVEY CONTROL
 DS3026  ______________________________________________________________________
 DS3026* NAD 83(2011) POSITION- 40 40 25.92181(N) 074 08 20.06391(W)   ADJUSTED
 DS3026* NAD 83(2011) ELLIP HT-   -29.658 (meters)        (11/22/24)   ADJUSTED
 DS3026* NAD 83(2011) EPOCH   -  2010.00
 DS3026* NAVD 88 ORTHO HEIGHT -     2.58  (meters)        8.5   (feet) GPS OBS
 DS3026  ______________________________________________________________________
 DS3026  GEOID HEIGHT    -        -32.230 (meters)                     GEOID18
 DS3026  NAD 83(2011) X  -  1,323,963.360 (meters)                     COMP
 DS3026  NAD 83(2011) Y  - -4,659,816.687 (meters)                     COMP
 DS3026  NAD 83(2011) Z  -  4,135,002.854 (meters)                     COMP
 DS3026  LAPLACE CORR    -          5.79  (seconds)                    DEFLEC18
 DS3026
 DS3026  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3026  Standards:
 DS3026         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3026            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3026  -------------------------------------------------------------------
 DS3026  NETWORK    0.63   0.96           0.28   0.23   0.49     -0.07418461
 DS3026  -------------------------------------------------------------------
 DS3026  Click here for local accuracies and other accuracy information.
 DS3026
 DS3026.The horizontal coordinates were established by GPS observations
 DS3026.and adjusted by the MCKIM AND CREED in November 2024.
 DS3026
 DS3026.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3026.been affixed to the stable North American tectonic plate. See 
 DS3026.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3026
 DS3026.The horizontal coordinates are valid at the epoch date displayed above
 DS3026.which is a decimal equivalence of Year/Month/Day.
 DS3026
 DS3026.The orthometric height was determined by GPS observations and a
 DS3026.high-resolution geoid model using precise GPS observation and
 DS3026.processing techniques.
 DS3026
 DS3026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3026.GEOID18 height accuracy estimate available here.
 DS3026
 DS3026.Click photographs - Photos may exist for this station.
 DS3026
 DS3026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3026
 DS3026.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3026
 DS3026.The ellipsoidal height was determined by GPS observations
 DS3026.and is referenced to NAD 83.
 DS3026
 DS3026. The following values were computed from the NAD 83(2011) position.
 DS3026
 DS3026;                    North         East     Units Scale Factor Converg.
 DS3026;SPC NJ       -   204,396.584   180,526.890   MT  0.99991147   +0 14 07.2
 DS3026;SPC NJ       -   670,591.13    592,278.64   sFT  0.99991147   +0 14 07.2
 DS3026;UTM  18      - 4,502,910.688   572,775.472   MT  0.99966519   +0 33 40.5
 DS3026
 DS3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3026!SPC NJ       -   1.00000465  x   0.99991147  =   0.99991612
 DS3026!UTM  18      -   1.00000465  x   0.99966519  =   0.99966984
 DS3026
 DS3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7277502910(NAD 83)
 DS3026
 DS3026                          SUPERSEDED SURVEY CONTROL
 DS3026
 DS3026.No superseded survey control is available for this station.
 DS3026
 DS3026_MARKER: DD = SURVEY DISK
 DS3026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3026_SP_SET: CONCRETE WHARF
 DS3026_STAMPING: ELIZABETH 2024
 DS3026_MARK LOGO: USACE
 DS3026_PROJECTION: FLUSH
 DS3026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3026+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2024
 DS3026
 DS3026  HISTORY     - Date     Condition        Report By
 DS3026  HISTORY     - 20240912 MONUMENTED       USACE
 DS3026
 DS3026                          STATION DESCRIPTION
 DS3026
 DS3026'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3026'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF ROSELLE, 4.9 MI
 DS3026'(7.9 KM) SOUTHWEST OF JERSEY CITY AND 3.9 MI (6.3 KM) EAST OF
 DS3026'ELIZABETH.
 DS3026'
 DS3026'TO REACH STATION FROM THE INTERSECTION OF PORT ST. AND CORBIN ST. HEAD
 DS3026'SOUTH TO INTERSECTION OF N FLEET STREET AND TURN LEFT.  GO THROUGH
 DS3026'SECURITY GATE AND HEAD NORTH PAST CRANE PARKING.  TURN RIGHT AND HEAD
 DS3026'EAST ALONG CRANES TO REACH CORNER OF DOCK.
 DS3026'
 DS3026'A NEW USACE DISC SET IN CONCRETE 7 FT (2.1 M) SOUTH OF CORNER BOLLARD,
 DS3026'7.8 FT (2.4 M) WEST OF EDGE OF WOOD PLATFORM ON CORNER OF DOCK AND
 DS3026'31.95 FT (9.7 M) EAST OF CORNER OF DRAINAGE DROP INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0073 ***********************************************************************
 KV0073  DESIGNATION -  ELIZABETH
 KV0073  PID         -  KV0073
 KV0073  STATE/COUNTY-  NJ/UNION
 KV0073  COUNTRY     -  US
 KV0073  USGS QUAD   -  ELIZABETH (2016)
 KV0073
 KV0073                         *CURRENT SURVEY CONTROL
 KV0073  ______________________________________________________________________
 KV0073* NAD 83(1986) POSITION- 40 40 15.8    (N) 074 12 55.1    (W)   HD_HELD2
 KV0073* NAVD 88 ORTHO HEIGHT -     9.779 (meters)       32.08  (feet) ADJUSTED
 KV0073  ______________________________________________________________________
 KV0073  GEOID HEIGHT    -        -32.438 (meters)                     GEOID18
 KV0073  DYNAMIC HEIGHT  -          9.775 (meters)       32.07  (feet) COMP
 KV0073  MODELED GRAVITY -    980,217.5   (mgal)                       NAVD 88
 KV0073
 KV0073  VERT ORDER      -  FIRST     CLASS I
 KV0073
 KV0073.The horizontal coordinates were established by autonomous hand held GPS
 KV0073.observations and have an estimated accuracy of +/- 10 meters.
 KV0073
 KV0073.The orthometric height was determined by differential leveling and
 KV0073.adjusted by the NATIONAL GEODETIC SURVEY
 KV0073.in June 1991.
 KV0073
 KV0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0073.GEOID18 height accuracy estimate available here.
 KV0073
 KV0073.Click photographs - Photos may exist for this station.
 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       -   204,061.      174,069.      MT  (+/- 10 meters HH2 GPS)
 KV0073
 KV0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6632102538(NAD 83)
 KV0073
 KV0073                          SUPERSEDED SURVEY CONTROL
 KV0073
 KV0073  NGVD 29 (04/16/92)   10.113  (m)           33.18   (f) ADJUSTED    1 1
 KV0073  NGVD 29 (??/??/87)   10.114  (m)           33.18   (f) SUPERSEDED  1 1
 KV0073
 KV0073.Superseded values are not recommended for survey control.
 KV0073
 KV0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0073.See file dsdata.pdf to determine how the superseded data were derived.
 KV0073
 KV0073_MARKER: DB = BENCH MARK DISK
 KV0073_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0073_SP_SET: STEP
 KV0073_STAMPING: ELIZABETH 1933 33.182
 KV0073_MARK LOGO: CGS
 KV0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0073+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 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  HISTORY     - 20070923 GOOD             GEOCAC
 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.
 KV0073
 KV0073                          STATION RECOVERY (2007)
 KV0073
 KV0073'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4785 ***********************************************************************
 KV4785  DESIGNATION -  ELIZABETH
 KV4785  PID         -  KV4785
 KV4785  STATE/COUNTY-  NJ/UNION
 KV4785  COUNTRY     -  US
 KV4785  USGS QUAD   -  ELIZABETH (2016)
 KV4785
 KV4785                         *CURRENT SURVEY CONTROL
 KV4785  ______________________________________________________________________
 KV4785* NAD 83(2011) POSITION- 40 39 43.40711(N) 074 12 57.47761(W)   ADJUSTED
 KV4785* NAD 83(2011) ELLIP HT-    41.287 (meters)        (06/27/12)   ADJUSTED
 KV4785* NAD 83(2011) EPOCH   -  2010.00
 KV4785* NAVD 88 ORTHO HEIGHT -    73.7   (meters)      242.    (feet) GPS OBS
 KV4785  ______________________________________________________________________
 KV4785  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4785  GEOID HEIGHT    -        -32.438 (meters)                     GEOID18
 KV4785  NAD 83(2011) X  -  1,317,942.098 (meters)                     COMP
 KV4785  NAD 83(2011) Y  - -4,662,467.308 (meters)                     COMP
 KV4785  NAD 83(2011) Z  -  4,134,054.367 (meters)                     COMP
 KV4785  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 KV4785
 KV4785  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4785  Standards:
 KV4785         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4785            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4785  -------------------------------------------------------------------
 KV4785  NETWORK    0.65   0.98           0.27   0.26   0.50     -0.24091532
 KV4785  -------------------------------------------------------------------
 KV4785  Click here for local accuracies and other accuracy information.
 KV4785
 KV4785.The horizontal coordinates were established by GPS observations
 KV4785.and adjusted by the National Geodetic Survey in June 2012.
 KV4785
 KV4785.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4785.been affixed to the stable North American tectonic plate. See 
 KV4785.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4785
 KV4785.The horizontal coordinates are valid at the epoch date displayed above
 KV4785.which is a decimal equivalence of Year/Month/Day.
 KV4785
 KV4785.The orthometric height was determined by GPS observations and a
 KV4785.high-resolution geoid model.
 KV4785
 KV4785.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4785.GEOID18 height accuracy estimate available here.
 KV4785
 KV4785.Click photographs - Photos may exist for this station.
 KV4785
 KV4785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4785
 KV4785.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4785
 KV4785.The ellipsoidal height was determined by GPS observations
 KV4785.and is referenced to NAD 83.
 KV4785
 KV4785. The following values were computed from the NAD 83(2011) position.
 KV4785
 KV4785;                    North         East     Units Scale Factor Converg.
 KV4785;SPC NJ       -   203,061.378   174,016.506   MT  0.99990710   +0 11 06.3
 KV4785;SPC NJ       -   666,210.54    570,919.15   sFT  0.99990710   +0 11 06.3
 KV4785;SPC NY L     -    55,033.476   281,737.185   MT  1.00000026   -0 08 28.5
 KV4785;SPC NY L     -   180,555.66    924,332.75   sFT  1.00000026   -0 08 28.5
 KV4785;UTM  18      - 4,501,538.820   566,274.411   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  =   0.99964759
 KV4785
 KV4785:                Primary Azimuth Mark                     Grid Az
 KV4785:SPC NJ       -  RARITAN BAY CHURCH L SPIRE               113 35 14.9
 KV4785:SPC NY L     -  RARITAN BAY CHURCH L SPIRE               113 54 49.7
 KV4785:UTM  18      -  RARITAN BAY CHURCH L SPIRE               113 15 42.0
 KV4785
 KV4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6627401538(NAD 83)
 KV4785
 KV4785|---------------------------------------------------------------------|
 KV4785| PID    Reference Object                     Distance      Geod. Az  |
 KV4785|                                                           dddmmss.s |
 KV4785| KV4787 ELIZABETH ECC 1933                    1.110 METERS 07532     |
 KV4785| CB5493 RARITAN BAY CHURCH L SPIRE                         1134621.2 |
 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  NAD 83(2007)-  40 39 43.40727(N)    074 12 57.47832(W) AD(2002.00) 0
 KV4785  ELLIP H (02/10/07)   41.300  (m)                       GP(2002.00)    
 KV4785  ELLIP H (10/23/02)   41.298  (m)                       GP(       ) 4 1
 KV4785  NAD 83(1996)-  40 39 43.40749(N)    074 12 57.47852(W) AD(       ) 1
 KV4785  ELLIP H (05/14/99)   41.307  (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
 KV4785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4785.See file dsdata.pdf to determine how the superseded data were derived.
 KV4785
 KV4785_MARK LOGO: CGS
 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  HISTORY     - 20200203 MARK NOT FOUND   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.
 KV4785
 KV4785                          STATION RECOVERY (2020)
 KV4785
 KV4785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 KV4785'UNABLE TO RECOVER STATION DUE TO INACCESSIBILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4714 ***********************************************************************
 KV4714  DESIGNATION -  ELIZABETH EAST SPIRE
 KV4714  PID         -  KV4714
 KV4714  STATE/COUNTY-  NJ/UNION
 KV4714  COUNTRY     -  US
 KV4714  USGS QUAD   -  ELIZABETH (2016)
 KV4714
 KV4714                         *CURRENT SURVEY CONTROL
 KV4714  ______________________________________________________________________
 KV4714* NAD 83(1996) POSITION- 40 39 07.49378(N) 074 11 11.34580(W)   ADJUSTED
 KV4714* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 KV4714  ______________________________________________________________________
 KV4714  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 KV4714  LAPLACE CORR    -          5.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4714.GEOID18 height accuracy estimate available here.
 KV4714
 KV4714.Click photographs - Photos may exist for this station.
 KV4714
 KV4714.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4714
 KV4714. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6877600454(NAD 83)
 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  USSD        -  40 39 07.50000(N)    074 11 12.72000(W) AD(       ) 3
 KV4714
 KV4714.Superseded values are not recommended for survey control.
 KV4714
 KV4714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4714.See file dsdata.pdf to determine how the superseded data were derived.
 KV4714
 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 = JULY 24, 2026 22:12:30 EDT
 KV4787 ***********************************************************************
 KV4787  DESIGNATION -  ELIZABETH ECC 1933
 KV4787  PID         -  KV4787
 KV4787  STATE/COUNTY-  NJ/UNION
 KV4787  COUNTRY     -  US
 KV4787  USGS QUAD   -  ELIZABETH (2016)
 KV4787
 KV4787                         *CURRENT SURVEY CONTROL
 KV4787  ______________________________________________________________________
 KV4787* NAD 83(1996) POSITION- 40 39 43.41663(N) 074 12 57.43662(W)   ADJUSTED
 KV4787* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV4787  ______________________________________________________________________
 KV4787  GEOID HEIGHT    -        -32.438 (meters)                     GEOID18
 KV4787  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4787.GEOID18 height accuracy estimate available here.
 KV4787
 KV4787.Click photographs - Photos may exist for this station.
 KV4787
 KV4787.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4787
 KV4787. The following values were computed from the NAD 83(1996) position.
 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  =   0.99965826
 KV4787
 KV4787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6627501539(NAD 83)
 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
 KV4787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4787.See file dsdata.pdf to determine how the superseded data were derived.
 KV4787
 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 = JULY 24, 2026 22:12:30 EDT
 KV4730 ***********************************************************************
 KV4730  DESIGNATION -  ELIZABETH ECC 2
 KV4730  PID         -  KV4730
 KV4730  STATE/COUNTY-  NJ/UNION
 KV4730  COUNTRY     -  US
 KV4730  USGS QUAD   -  ELIZABETH (2016)
 KV4730
 KV4730                         *CURRENT SURVEY CONTROL
 KV4730  ______________________________________________________________________
 KV4730* NAD 83(1996) POSITION- 40 39 43.44819(N) 074 12 58.16271(W)   ADJUSTED
 KV4730* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV4730  ______________________________________________________________________
 KV4730  GEOID HEIGHT    -        -32.439 (meters)                     GEOID18
 KV4730  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4730.GEOID18 height accuracy estimate available here.
 KV4730
 KV4730.Click photographs - Photos may exist for this station.
 KV4730
 KV4730.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4730
 KV4730. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4730:SPC NJ       -  ELIZABETH EAST SPIRE                     113 39 01.7
 KV4730:SPC NY L     -  ELIZABETH EAST SPIRE                     113 58 36.5
 KV4730:UTM  18      -  ELIZABETH EAST SPIRE                     113 19 28.7
 KV4730
 KV4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6625801539(NAD 83)
 KV4730
 KV4730|---------------------------------------------------------------------|
 KV4730| PID    Reference Object                     Distance      Geod. Az  |
 KV4730|                                                           dddmmss.s |
 KV4730| KV4787 ELIZABETH ECC 1933                   17.084 METERS 09316     |
 KV4730| KV4785 ELIZABETH                            16.026 METERS 09429     |
 KV4730| KV4714 ELIZABETH EAST SPIRE                APPROX. 2.7 KM 1135007.5 |
 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
 KV4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4730.See file dsdata.pdf to determine how the superseded data were derived.
 KV4730
 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 = JULY 24, 2026 22:12:30 EDT
 KV4711 ***********************************************************************
 KV4711  DESIGNATION -  ELIZABETH F SPECIALTY CO TANK
 KV4711  PID         -  KV4711
 KV4711  STATE/COUNTY-  NJ/UNION
 KV4711  COUNTRY     -  US
 KV4711  USGS QUAD   -  ELIZABETH (2016)
 KV4711
 KV4711                         *CURRENT SURVEY CONTROL
 KV4711  ______________________________________________________________________
 KV4711* NAD 83(1996) POSITION- 40 38 50.08457(N) 074 11 18.25226(W)   ADJUSTED
 KV4711  ______________________________________________________________________
 KV4711  GEOID HEIGHT    -        -32.361 (meters)                     GEOID18
 KV4711  LAPLACE CORR    -          5.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4711.GEOID18 height accuracy estimate available here.
 KV4711
 KV4711.Click photographs - Photos may exist for this station.
 KV4711
 KV4711.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4711
 KV4711. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6861999915(NAD 83)
 KV4711
 KV4711                          SUPERSEDED SURVEY CONTROL
 KV4711
 KV4711  NAD 83(1996)-  40 38 50.08454(N)    074 11 18.25223(W) AD(       ) 3
 KV4711  NAD 83(1986)-  40 38 50.08270(N)    074 11 18.25008(W) AD(       ) 3
 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
 KV4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4711.See file dsdata.pdf to determine how the superseded data were derived.
 KV4711
 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 = JULY 24, 2026 22:12:30 EDT
 KV4734 ***********************************************************************
 KV4734  DESIGNATION -  ELIZABETH FIRST PRESB CH SPIRE
 KV4734  PID         -  KV4734
 KV4734  STATE/COUNTY-  NJ/UNION
 KV4734  COUNTRY     -  US
 KV4734  USGS QUAD   -  ELIZABETH (2016)
 KV4734
 KV4734                         *CURRENT SURVEY CONTROL
 KV4734  ______________________________________________________________________
 KV4734* NAD 83(1996) POSITION- 40 39 45.53539(N) 074 12 55.50184(W)   ADJUSTED
 KV4734  ______________________________________________________________________
 KV4734  GEOID HEIGHT    -        -32.437 (meters)                     GEOID18
 KV4734  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4734.GEOID18 height accuracy estimate available here.
 KV4734
 KV4734.Click photographs - Photos may exist for this station.
 KV4734
 KV4734.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4734
 KV4734. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6632001604(NAD 83)
 KV4734
 KV4734                          SUPERSEDED SURVEY CONTROL
 KV4734
 KV4734  NAD 83(1996)-  40 39 45.53531(N)    074 12 55.50176(W) AD(       ) 3
 KV4734  NAD 83(1986)-  40 39 45.53271(N)    074 12 55.49888(W) AD(       ) 3
 KV4734  NAD 27      -  40 39 45.16600(N)    074 12 56.96900(W) AD(       ) 3
 KV4734  USSD        -  40 39 45.53800(N)    074 12 56.88600(W) AD(       ) 3
 KV4734
 KV4734.Superseded values are not recommended for survey control.
 KV4734
 KV4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4734.See file dsdata.pdf to determine how the superseded data were derived.
 KV4734
 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 = JULY 24, 2026 22:12:30 EDT
 KV4748 ***********************************************************************
 KV4748  DESIGNATION -  ELIZABETH H V WALKER TALL TANK
 KV4748  PID         -  KV4748
 KV4748  STATE/COUNTY-  NJ/UNION
 KV4748  COUNTRY     -  US
 KV4748  USGS QUAD   -  ELIZABETH (2016)
 KV4748
 KV4748                         *CURRENT SURVEY CONTROL
 KV4748  ______________________________________________________________________
 KV4748* NAD 83(1996) POSITION- 40 40 26.06591(N) 074 11 32.23128(W)   ADJUSTED
 KV4748  ______________________________________________________________________
 KV4748  GEOID HEIGHT    -        -32.377 (meters)                     GEOID18
 KV4748  LAPLACE CORR    -          5.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4748.GEOID18 height accuracy estimate available here.
 KV4748
 KV4748.Click photographs - Photos may exist for this station.
 KV4748
 KV4748.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4748
 KV4748. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6826302872(NAD 83)
 KV4748
 KV4748                          SUPERSEDED SURVEY CONTROL
 KV4748
 KV4748  NAD 83(1996)-  40 40 26.06585(N)    074 11 32.23126(W) AD(       ) 3
 KV4748  NAD 83(1986)-  40 40 26.06373(N)    074 11 32.23206(W) AD(       ) 3
 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
 KV4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4748.See file dsdata.pdf to determine how the superseded data were derived.
 KV4748
 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 = JULY 24, 2026 22:12:30 EDT
 KV4768 ***********************************************************************
 KV4768  DESIGNATION -  ELIZABETH INLAND TALL CHIMNEY
 KV4768  PID         -  KV4768
 KV4768  STATE/COUNTY-  NJ/UNION
 KV4768  COUNTRY     -  US
 KV4768  USGS QUAD   -  ELIZABETH (2016)
 KV4768
 KV4768                         *CURRENT SURVEY CONTROL
 KV4768  ______________________________________________________________________
 KV4768* NAD 83(1996) POSITION- 40 41 03.04608(N) 074 12 15.69962(W)   ADJUSTED
 KV4768  ______________________________________________________________________
 KV4768  GEOID HEIGHT    -        -32.410 (meters)                     GEOID18
 KV4768  LAPLACE CORR    -          5.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4768.GEOID18 height accuracy estimate available here.
 KV4768
 KV4768.Click photographs - Photos may exist for this station.
 KV4768
 KV4768.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4768
 KV4768. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6723304003(NAD 83)
 KV4768
 KV4768                          SUPERSEDED SURVEY CONTROL
 KV4768
 KV4768  NAD 83(1996)-  40 41 03.04596(N)    074 12 15.69954(W) AD(       ) 3
 KV4768  NAD 83(1986)-  40 41 03.04310(N)    074 12 15.70066(W) AD(       ) 3
 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
 KV4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4768.See file dsdata.pdf to determine how the superseded data were derived.
 KV4768
 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 = JULY 24, 2026 22:12:30 EDT
 KV4700 ***********************************************************************
 KV4700  DESIGNATION -  ELIZABETH N BASE
 KV4700  PID         -  KV4700
 KV4700  STATE/COUNTY-  NJ/UNION
 KV4700  COUNTRY     -  US
 KV4700  USGS QUAD   -  ELIZABETH (2016)
 KV4700
 KV4700                         *CURRENT SURVEY CONTROL
 KV4700  ______________________________________________________________________
 KV4700* NAD 83(1996) POSITION- 40 37 51.22775(N) 074 12 42.32951(W)   ADJUSTED
 KV4700* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4700  ______________________________________________________________________
 KV4700  GEOID HEIGHT    -        -32.418 (meters)                     GEOID18
 KV4700  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4700.GEOID18 height accuracy estimate available here.
 KV4700
 KV4700.Click photographs - Photos may exist for this station.
 KV4700
 KV4700.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4700
 KV4700. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4700:SPC NJ       -  HALE                                     189 36 18.8
 KV4700:SPC NY L     -  HALE                                     189 55 53.1
 KV4700:UTM  18      -  HALE                                     189 16 46.6
 KV4700
 KV4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6666198083(NAD 83)
 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                   37.097 METERS 05837     |
 KV4700| KV4668 ARTHUR KILL BAYWAY TERM TANK        APPROX. 1.2 KM 0584812.4 |
 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
 KV4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4700.See file dsdata.pdf to determine how the superseded data were derived.
 KV4700
 KV4700_MARKER: DS = TRIANGULATION STATION DISK
 KV4700_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4699 ***********************************************************************
 KV4699  DESIGNATION -  ELIZABETH N BASE 2
 KV4699  PID         -  KV4699
 KV4699  STATE/COUNTY-  NJ/UNION
 KV4699  COUNTRY     -  US
 KV4699  USGS QUAD   -  ELIZABETH (2016)
 KV4699
 KV4699                         *CURRENT SURVEY CONTROL
 KV4699  ______________________________________________________________________
 KV4699* NAD 83(2011) POSITION- 40 37 51.85491(N) 074 12 40.97599(W)   ADJUSTED
 KV4699* NAD 83(2011) ELLIP HT-   -31.053 (meters)        (06/27/12)   ADJUSTED
 KV4699* NAD 83(2011) EPOCH   -  2010.00
 KV4699* NAVD 88 ORTHO HEIGHT -     1.4   (meters)        5.    (feet) GPS OBS
 KV4699  ______________________________________________________________________
 KV4699  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4699  GEOID HEIGHT    -        -32.417 (meters)                     GEOID18
 KV4699  NAD 83(2011) X  -  1,318,910.035 (meters)                     COMP
 KV4699  NAD 83(2011) Y  - -4,664,465.902 (meters)                     COMP
 KV4699  NAD 83(2011) Z  -  4,131,396.423 (meters)                     COMP
 KV4699  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 KV4699
 KV4699  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4699  Standards:
 KV4699         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4699            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4699  -------------------------------------------------------------------
 KV4699  NETWORK    0.49   0.84           0.20   0.20   0.43      0.10265263
 KV4699  -------------------------------------------------------------------
 KV4699  Click here for local accuracies and other accuracy information.
 KV4699
 KV4699.The horizontal coordinates were established by GPS observations
 KV4699.and adjusted by the National Geodetic Survey in June 2012.
 KV4699
 KV4699.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4699.been affixed to the stable North American tectonic plate. See 
 KV4699.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4699
 KV4699.The horizontal coordinates are valid at the epoch date displayed above
 KV4699.which is a decimal equivalence of Year/Month/Day.
 KV4699
 KV4699.The orthometric height was determined by GPS observations and a
 KV4699.high-resolution geoid model.
 KV4699
 KV4699.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4699.GEOID18 height accuracy estimate available here.
 KV4699
 KV4699.Click photographs - Photos may exist for this station.
 KV4699
 KV4699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4699
 KV4699.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4699
 KV4699.The ellipsoidal height was determined by GPS observations
 KV4699.and is referenced to NAD 83.
 KV4699
 KV4699. The following values were computed from the NAD 83(2011) position.
 KV4699
 KV4699;                    North         East     Units Scale Factor Converg.
 KV4699;SPC NJ       -   199,621.992   174,415.378   MT  0.99990734   +0 11 16.6
 KV4699;SPC NJ       -   654,926.49    572,227.79   sFT  0.99990734   +0 11 16.6
 KV4699;SPC NY L     -    51,591.551   282,116.501   MT  1.00000217   -0 08 17.7
 KV4699;SPC NY L     -   169,263.28    925,577.22   sFT  1.00000217   -0 08 17.7
 KV4699;UTM  18      - 4,498,102.626   566,692.723   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:                Primary Azimuth Mark                     Grid Az
 KV4699:SPC NJ       -  ARTHUR KILL BAYWAY TERM TANK             058 37 19.3
 KV4699:SPC NY L     -  ARTHUR KILL BAYWAY TERM TANK             058 56 53.6
 KV4699:UTM  18      -  ARTHUR KILL BAYWAY TERM TANK             058 17 47.1
 KV4699
 KV4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6669298102(NAD 83)
 KV4699
 KV4699|---------------------------------------------------------------------|
 KV4699| PID    Reference Object                     Distance      Geod. Az  |
 KV4699|                                                           dddmmss.s |
 KV4699| CB5880 ELIZABETH N BASE 2 RM 3              38.542 METERS 03257     |
 KV4699| CB5881 ELIZABETH N BASE 2 RM 4             APPROX. 4.1 KM 0584332.7 |
 KV4699| KV4668 ARTHUR KILL BAYWAY TERM TANK        APPROX. 1.1 KM 0584835.9 |
 KV4699| KV4700 ELIZABETH N BASE                     37.097 METERS 23837     |
 KV4699|---------------------------------------------------------------------|
 KV4699
 KV4699                          SUPERSEDED SURVEY CONTROL
 KV4699
 KV4699  NAD 83(2007)-  40 37 51.85506(N)    074 12 40.97672(W) AD(2002.00) 0
 KV4699  ELLIP H (02/10/07)  -31.040  (m)                       GP(2002.00)    
 KV4699  ELLIP H (10/23/02)  -31.042  (m)                       GP(       ) 4 1
 KV4699  NAD 83(1996)-  40 37 51.85526(N)    074 12 40.97693(W) AD(       ) 1
 KV4699  ELLIP H (05/14/99)  -31.035  (m)                       GP(       ) 4 1
 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
 KV4699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4699.See file dsdata.pdf to determine how the superseded data were derived.
 KV4699
 KV4699_MARKER: DS = TRIANGULATION STATION DISK
 KV4699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV4833 ***********************************************************************
 KV4833  DESIGNATION -  ELIZABETH S BASE
 KV4833  PID         -  KV4833
 KV4833  STATE/COUNTY-  NJ/MIDDLESEX
 KV4833  COUNTRY     -  US
 KV4833  USGS QUAD   -  ARTHUR KILL (2019)
 KV4833
 KV4833                         *CURRENT SURVEY CONTROL
 KV4833  ______________________________________________________________________
 KV4833* NAD 83(1996) POSITION- 40 33 59.53239(N) 074 14 59.81892(W)   ADJUSTED
 KV4833* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV4833  ______________________________________________________________________
 KV4833  GEOID HEIGHT    -        -32.491 (meters)                     GEOID18
 KV4833  LAPLACE CORR    -          4.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4833.GEOID18 height accuracy estimate available here.
 KV4833
 KV4833.Click photographs - Photos may exist for this station.
 KV4833
 KV4833.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4833
 KV4833. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000421  x   0.99990552  =   0.99990972
 KV4833!SPC NY L     -   1.00000421  x   1.00000708  =   1.00001129
 KV4833!UTM  18      -   1.00000421  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6349290910(NAD 83)
 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
 KV4833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4833.See file dsdata.pdf to determine how the superseded data were derived.
 KV4833
 KV4833_MARKER: DS = TRIANGULATION STATION DISK
 KV4833_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4715 ***********************************************************************
 KV4715  DESIGNATION -  ELIZABETH ST ADELBERTS CH DOME
 KV4715  PID         -  KV4715
 KV4715  STATE/COUNTY-  NJ/UNION
 KV4715  COUNTRY     -  US
 KV4715  USGS QUAD   -  ELIZABETH (2016)
 KV4715
 KV4715                         *CURRENT SURVEY CONTROL
 KV4715  ______________________________________________________________________
 KV4715* NAD 83(1996) POSITION- 40 39 05.76346(N) 074 11 29.89505(W)   ADJUSTED
 KV4715  ______________________________________________________________________
 KV4715  GEOID HEIGHT    -        -32.371 (meters)                     GEOID18
 KV4715  LAPLACE CORR    -          5.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4715.GEOID18 height accuracy estimate available here.
 KV4715
 KV4715.Click photographs - Photos may exist for this station.
 KV4715
 KV4715.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4715
 KV4715. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6834100396(NAD 83)
 KV4715
 KV4715                          SUPERSEDED SURVEY CONTROL
 KV4715
 KV4715  NAD 83(1996)-  40 39 05.76343(N)    074 11 29.89501(W) AD(       ) 3
 KV4715  NAD 83(1986)-  40 39 05.76135(N)    074 11 29.89282(W) AD(       ) 3
 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
 KV4715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4715.See file dsdata.pdf to determine how the superseded data were derived.
 KV4715
 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 = JULY 24, 2026 22:12:30 EDT
 KV4731 ***********************************************************************
 KV4731  DESIGNATION -  ELIZABETH ST ANTHONYS CH SPIRE
 KV4731  PID         -  KV4731
 KV4731  STATE/COUNTY-  NJ/UNION
 KV4731  COUNTRY     -  US
 KV4731  USGS QUAD   -  ELIZABETH (2016)
 KV4731
 KV4731                         *CURRENT SURVEY CONTROL
 KV4731  ______________________________________________________________________
 KV4731* NAD 83(1996) POSITION- 40 39 29.05473(N) 074 12 23.71357(W)   ADJUSTED
 KV4731  ______________________________________________________________________
 KV4731  GEOID HEIGHT    -        -32.412 (meters)                     GEOID18
 KV4731  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4731.GEOID18 height accuracy estimate available here.
 KV4731
 KV4731.Click photographs - Photos may exist for this station.
 KV4731
 KV4731.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4731
 KV4731. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6707101103(NAD 83)
 KV4731
 KV4731                          SUPERSEDED SURVEY CONTROL
 KV4731
 KV4731  NAD 83(1996)-  40 39 29.05468(N)    074 12 23.71346(W) AD(       ) 3
 KV4731  NAD 83(1986)-  40 39 29.05269(N)    074 12 23.71094(W) AD(       ) 3
 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
 KV4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4731.See file dsdata.pdf to determine how the superseded data were derived.
 KV4731
 KV4731_MARKER: 90 = CHURCH SPIRE
 KV4731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4731+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2007
 KV4731
 KV4731  HISTORY     - Date     Condition        Report By
 KV4731  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4731  HISTORY     - 19940521 GOOD             USPSQD
 KV4731  HISTORY     - 20070927 GOOD             UE
 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.
 KV4731
 KV4731                          STATION RECOVERY (2007)
 KV4731
 KV4731'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV4731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4736 ***********************************************************************
 KV4736  DESIGNATION -  ELIZABETH TALLEST BUILDING
 KV4736  PID         -  KV4736
 KV4736  STATE/COUNTY-  NJ/UNION
 KV4736  COUNTRY     -  US
 KV4736  USGS QUAD   -  ELIZABETH (2016)
 KV4736
 KV4736                         *CURRENT SURVEY CONTROL
 KV4736  ______________________________________________________________________
 KV4736* NAD 83(1996) POSITION- 40 39 43.68478(N) 074 12 57.78611(W)   ADJUSTED
 KV4736  ______________________________________________________________________
 KV4736  GEOID HEIGHT    -        -32.438 (meters)                     GEOID18
 KV4736  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4736.GEOID18 height accuracy estimate available here.
 KV4736
 KV4736.Click photographs - Photos may exist for this station.
 KV4736
 KV4736.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4736
 KV4736. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6626701547(NAD 83)
 KV4736
 KV4736                          SUPERSEDED SURVEY CONTROL
 KV4736
 KV4736  NAD 83(1996)-  40 39 43.68471(N)    074 12 57.78604(W) AD(       ) 3
 KV4736  NAD 83(1986)-  40 39 43.68256(N)    074 12 57.78572(W) AD(       ) 3
 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
 KV4736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4736.See file dsdata.pdf to determine how the superseded data were derived.
 KV4736
 KV4736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4736+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2007
 KV4736
 KV4736  HISTORY     - Date     Condition        Report By
 KV4736  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4736  HISTORY     - 1979     GOOD             NGS
 KV4736  HISTORY     - 19940521 GOOD             USPSQD
 KV4736  HISTORY     - 20070927 GOOD             UE
 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.
 KV4736
 KV4736                          STATION RECOVERY (2007)
 KV4736
 KV4736'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV4736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6484 ***********************************************************************
 KV6484  DESIGNATION -  ELIZABETHPORT LIGHT
 KV6484  PID         -  KV6484
 KV6484  STATE/COUNTY-  NJ/UNION
 KV6484  COUNTRY     -  US
 KV6484  USGS QUAD   -  ELIZABETH (2016)
 KV6484
 KV6484                         *CURRENT SURVEY CONTROL
 KV6484  ______________________________________________________________________
 KV6484* NAD 83(1996) POSITION- 40 38 46.57320(N) 074 11 19.86856(W)   ADJUSTED
 KV6484* NAVD 88 ORTHO HEIGHT -    22.6   (meters)       74.    (feet) VERTCON3
 KV6484  ______________________________________________________________________
 KV6484  GEOID HEIGHT    -        -32.362 (meters)                     GEOID18
 KV6484  LAPLACE CORR    -          5.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6484.GEOID18 height accuracy estimate available here.
 KV6484
 KV6484.Click photographs - Photos may exist for this station.
 KV6484
 KV6484.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6484
 KV6484. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000154  x   0.99990852  =   0.99991006
 KV6484!SPC NY E     -   1.00000154  x   0.99990852  =   0.99991006
 KV6484!SPC NY L     -   1.00000154  x   1.00000120  =   1.00000274
 KV6484!UTM  18      -   1.00000154  x   0.99965789  =   0.99965943
 KV6484
 KV6484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6858299807(NAD 83)
 KV6484
 KV6484                          SUPERSEDED SURVEY CONTROL
 KV6484
 KV6484  NAD 83(1986)-  40 38 46.57366(N)    074 11 19.86917(W) AD(       ) 3
 KV6484  NGVD 29 (09/24/91)   22.9    (m)           75.     (f) VERT ANG       
 KV6484
 KV6484.Superseded values are not recommended for survey control.
 KV6484
 KV6484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6484.See file dsdata.pdf to determine how the superseded data were derived.
 KV6484
 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 = JULY 24, 2026 22:12:30 EDT
 AB3000 ***********************************************************************
 AB3000  DESIGNATION -  ELLIS
 AB3000  PID         -  AB3000
 AB3000  STATE/COUNTY-  NJ/HUDSON
 AB3000  COUNTRY     -  US
 AB3000  USGS QUAD   -  JERSEY CITY (2019)
 AB3000
 AB3000                         *CURRENT SURVEY CONTROL
 AB3000  ______________________________________________________________________
 AB3000* NAD 83(2011) POSITION- 40 41 54.17463(N) 074 02 17.67000(W)   ADJUSTED
 AB3000* NAD 83(2011) ELLIP HT-   -29.832 (meters)        (06/27/12)   ADJUSTED
 AB3000* NAD 83(2011) EPOCH   -  2010.00
 AB3000* NAVD 88 ORTHO HEIGHT -     2.1   (meters)        7.    (feet) GPS OBS
 AB3000  ______________________________________________________________________
 AB3000  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB3000  GEOID HEIGHT    -        -32.215 (meters)                     GEOID93
 AB3000  GEOID HEIGHT    -        -31.951 (meters)                     GEOID18
 AB3000  NAD 83(2011) X  -  1,331,660.237 (meters)                     COMP
 AB3000  NAD 83(2011) Y  - -4,655,776.974 (meters)                     COMP
 AB3000  NAD 83(2011) Z  -  4,137,067.031 (meters)                     COMP
 AB3000  LAPLACE CORR    -          5.22  (seconds)                    DEFLEC18
 AB3000
 AB3000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3000  Standards:
 AB3000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3000  -------------------------------------------------------------------
 AB3000  NETWORK    0.43   1.25           0.18   0.17   0.64      0.11213338
 AB3000  -------------------------------------------------------------------
 AB3000  Click here for local accuracies and other accuracy information.
 AB3000
 AB3000.The horizontal coordinates were established by GPS observations
 AB3000.and adjusted by the National Geodetic Survey in June 2012.
 AB3000
 AB3000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3000.been affixed to the stable North American tectonic plate. See 
 AB3000.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3000
 AB3000.The horizontal coordinates are valid at the epoch date displayed above
 AB3000.which is a decimal equivalence of Year/Month/Day.
 AB3000
 AB3000.The orthometric height was determined by GPS observations and a
 AB3000.high-resolution geoid model.
 AB3000
 AB3000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3000.GEOID18 height accuracy estimate available here.
 AB3000
 AB3000.Click photographs - Photos may exist for this station.
 AB3000
 AB3000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3000
 AB3000.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3000
 AB3000.The ellipsoidal height was determined by GPS observations
 AB3000.and is referenced to NAD 83.
 AB3000
 AB3000. The following values were computed from the NAD 83(2011) position.
 AB3000
 AB3000;                    North         East     Units Scale Factor Converg.
 AB3000;SPC NJ       -   207,158.456   189,022.846   MT  0.99991874   +0 18 04.0
 AB3000;SPC NJ       -   679,652.37    620,152.45   sFT  0.99991874   +0 18 04.0
 AB3000;UTM  18      - 4,505,720.173   581,253.526   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  =   0.99968594
 AB3000
 AB3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8125305720(NAD 83)
 AB3000
 AB3000                          SUPERSEDED SURVEY CONTROL
 AB3000
 AB3000  NAD 83(2007)-  40 41 54.17488(N)    074 02 17.67112(W) AD(2002.00) 0
 AB3000  ELLIP H (02/10/07)  -29.819  (m)                       GP(2002.00)    
 AB3000  ELLIP H (10/23/02)  -29.810  (m)                       GP(       ) 4 1
 AB3000  NAD 83(1996)-  40 41 54.17519(N)    074 02 17.67148(W) AD(       ) 1
 AB3000  ELLIP H (05/14/99)  -29.806  (m)                       GP(       ) 4 1
 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
 AB3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3000.See file dsdata.pdf to determine how the superseded data were derived.
 AB3000
 AB3000_MARKER: DD = SURVEY DISK
 AB3000_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3000_SP_SET: SIDEWALK
 AB3000_STAMPING: ELLIS 1991
 AB3000_MARK LOGO: USACE
 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       USACE
 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  HISTORY     - 20220323 MARK NOT FOUND   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.
 AB3000
 AB3000                          STATION RECOVERY (2022)
 AB3000
 AB3000'RECOVERY NOTE BY US POWER SQUADRON 2022 (RFH)
 AB3000'MARK APPEARS TO HAVE BEEN RESET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4300 ***********************************************************************
 KV4300  DESIGNATION -  ELLIS ISLAND CHIMNEY
 KV4300  PID         -  KV4300
 KV4300  STATE/COUNTY-  NJ/HUDSON
 KV4300  COUNTRY     -  US
 KV4300  USGS QUAD   -  JERSEY CITY (2019)
 KV4300
 KV4300                         *CURRENT SURVEY CONTROL
 KV4300  ______________________________________________________________________
 KV4300* NAD 83(1996) POSITION- 40 42 00.77169(N) 074 02 24.67711(W)   ADJUSTED
 KV4300  ______________________________________________________________________
 KV4300  GEOID HEIGHT    -        -31.954 (meters)                     GEOID18
 KV4300  LAPLACE CORR    -          5.29  (seconds)                    DEFLEC18
 KV4300  HORZ ORDER      -  THIRD
 KV4300
 KV4300.The horizontal coordinates were established by classical geodetic methods
 KV4300.and adjusted by the National Geodetic Survey in January 1999.
 KV4300
 KV4300.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4300.GEOID18 height accuracy estimate available here.
 KV4300
 KV4300.Click photographs - Photos may exist for this station.
 KV4300
 KV4300.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4300
 KV4300. The following values were computed from the NAD 83(1996) position.
 KV4300
 KV4300;                    North         East     Units Scale Factor Converg.
 KV4300;SPC NJ       -   207,361.071   188,857.290   MT  0.99991858   +0 17 59.5
 KV4300;SPC NJ       -   680,317.11    619,609.29   sFT  0.99991858   +0 17 59.5
 KV4300;SPC NY E     -   207,361.071   188,857.290   MT  0.99991858   +0 17 59.5
 KV4300;SPC NY E     -   680,317.11    619,609.29   sFT  0.99991858   +0 17 59.5
 KV4300;UTM  18      - 4,505,921.795   581,086.859   MT  0.99968093   +0 37 33.3
 KV4300
 KV4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8108605921(NAD 83)
 KV4300
 KV4300                          SUPERSEDED SURVEY CONTROL
 KV4300
 KV4300  NAD 83(1996)-  40 42 00.77112(N)    074 02 24.67847(W) AD(       ) 3
 KV4300  NAD 83(1992)-  40 42 00.77046(N)    074 02 24.67947(W) AD(       ) 3
 KV4300  NAD 83(1986)-  40 42 00.77132(N)    074 02 24.67885(W) AD(       ) 3
 KV4300  NAD 27      -  40 42 00.40200(N)    074 02 26.17600(W) AD(       ) 3
 KV4300  USSD        -  40 42 00.10000(N)    074 02 26.00000(W) AD(       ) 3
 KV4300
 KV4300.Superseded values are not recommended for survey control.
 KV4300
 KV4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4300.See file dsdata.pdf to determine how the superseded data were derived.
 KV4300
 KV4300_MARKER: 85 = CHIMNEY
 KV4300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4300+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002
 KV4300
 KV4300  HISTORY     - Date     Condition        Report By
 KV4300  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4300  HISTORY     - 1934     GOOD             CGS
 KV4300  HISTORY     - 1985     GOOD             USPSQD
 KV4300  HISTORY     - 19950913 GOOD             USPSQD
 KV4300  HISTORY     - 20020811 GOOD             USPSQD
 KV4300
 KV4300                          STATION DESCRIPTION
 KV4300
 KV4300'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4300'THE TALLEST AND MOST PROMINENT CHIMNEY ON ELLIS ISLAND AN ORDINARY
 KV4300'ROUND TYPE BRICK CHIMNEY.
 KV4300'
 KV4300'THE STATION IS THE CHIMNEY TOP.
 KV4300
 KV4300                          STATION RECOVERY (1934)
 KV4300
 KV4300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4300'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 KV4300
 KV4300                          STATION RECOVERY (1985)
 KV4300
 KV4300'RECOVERY NOTE BY US POWER SQUADRON 1985 (HGG)
 KV4300'STATION FOUND FAIR.
 KV4300'
 KV4300'STATION RECOVERED IN FAIR CONDITION.  WORK IS CHEDULE TO BE DONE
 KV4300'TO RESTORE ISLAND MAY BE LOST AT THAT TIME.
 KV4300
 KV4300                          STATION RECOVERY (1995)
 KV4300
 KV4300'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4300'RECOVERED IN GOOD CONDITION.
 KV4300
 KV4300                          STATION RECOVERY (2002)
 KV4300
 KV4300'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 KV4300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4310 ***********************************************************************
 KV4310  DESIGNATION -  ELLIS ISLAND SOUTH TWIN TANK
 KV4310  PID         -  KV4310
 KV4310  STATE/COUNTY-  NJ/HUDSON
 KV4310  COUNTRY     -  US
 KV4310  USGS QUAD   -  JERSEY CITY (2019)
 KV4310
 KV4310                         *CURRENT SURVEY CONTROL
 KV4310  ______________________________________________________________________
 KV4310* NAD 83(1996) POSITION- 40 42 00.04909(N) 074 02 24.37129(W)   ADJUSTED
 KV4310  ______________________________________________________________________
 KV4310  GEOID HEIGHT    -        -31.954 (meters)                     GEOID18
 KV4310  LAPLACE CORR    -          5.29  (seconds)                    DEFLEC18
 KV4310  HORZ ORDER      -  THIRD
 KV4310
 KV4310.The horizontal coordinates were established by classical geodetic methods
 KV4310.and adjusted by the National Geodetic Survey in January 1999.
 KV4310
 KV4310.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4310.GEOID18 height accuracy estimate available here.
 KV4310
 KV4310.Click photographs - Photos may exist for this station.
 KV4310
 KV4310.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4310
 KV4310. The following values were computed from the NAD 83(1996) position.
 KV4310
 KV4310;                    North         East     Units Scale Factor Converg.
 KV4310;SPC NJ       -   207,338.821   188,864.586   MT  0.99991859   +0 17 59.6
 KV4310;SPC NJ       -   680,244.12    619,633.23   sFT  0.99991859   +0 17 59.6
 KV4310;SPC NY E     -   207,338.821   188,864.586   MT  0.99991859   +0 17 59.6
 KV4310;SPC NY E     -   680,244.12    619,633.23   sFT  0.99991859   +0 17 59.6
 KV4310;UTM  18      - 4,505,899.592   581,094.279   MT  0.99968094   +0 37 33.5
 KV4310
 KV4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8109405899(NAD 83)
 KV4310
 KV4310                          SUPERSEDED SURVEY CONTROL
 KV4310
 KV4310  NAD 83(1996)-  40 42 00.04863(N)    074 02 24.37235(W) AD(       ) 3
 KV4310  NAD 83(1992)-  40 42 00.04811(N)    074 02 24.37292(W) AD(       ) 3
 KV4310  NAD 83(1986)-  40 42 00.04884(N)    074 02 24.37270(W) AD(       ) 3
 KV4310  NAD 27      -  40 41 59.68000(N)    074 02 25.86800(W) AD(       ) 3
 KV4310
 KV4310.Superseded values are not recommended for survey control.
 KV4310
 KV4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4310.See file dsdata.pdf to determine how the superseded data were derived.
 KV4310
 KV4310_MARKER: 53 = ELEVATED TANK
 KV4310
 KV4310  HISTORY     - Date     Condition        Report By
 KV4310  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4310  HISTORY     - 1934     GOOD             CGS
 KV4310
 KV4310                          STATION DESCRIPTION
 KV4310
 KV4310'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4310'THE SOUTHERLY OF PROMINENT IDENTICAL GRAY WATER TANKS ON ELLIS
 KV4310'ISLAND ORDINARY TYPE CONICAL TOP TANKS SURMOUNTING SPIDER
 KV4310'SUPPORTING STRUCTURES.
 KV4310'
 KV4310'THE STATION IS THE CONICAL TANK-TOP APEX.
 KV4310
 KV4310                          STATION RECOVERY (1934)
 KV4310
 KV4310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4310'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3767 ***********************************************************************
 JU3767  DESIGNATION -  ELSINBORO
 JU3767  PID         -  JU3767
 JU3767  STATE/COUNTY-  NJ/SALEM
 JU3767  COUNTRY     -  US
 JU3767  USGS QUAD   -  DELAWARE CITY (2016)
 JU3767
 JU3767                         *CURRENT SURVEY CONTROL
 JU3767  ______________________________________________________________________
 JU3767* NAD 83(1996) POSITION- 39 32 26.58103(N) 075 32 00.60462(W)   ADJUSTED
 JU3767* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3767  ______________________________________________________________________
 JU3767  GEOID HEIGHT    -        -33.533 (meters)                     GEOID18
 JU3767  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3767.GEOID18 height accuracy estimate available here.
 JU3767
 JU3767.Click photographs - Photos may exist for this station.
 JU3767
 JU3767.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3767
 JU3767. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000515  x   0.99999713  =   1.00000228
 JU3767!UTM  18      -   1.00000515  x   0.99962587  =   0.99963102
 JU3767
 JU3767:                Primary Azimuth Mark                     Grid Az
 JU3767:SPC NJ       -  DELAWARE CITY FORT DUPONT TANK           304 27 33.9
 JU3767:UTM  18      -  DELAWARE CITY FORT DUPONT TANK           304 08 27.8
 JU3767
 JU3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5415676919(NAD 83)
 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
 JU3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3767.See file dsdata.pdf to determine how the superseded data were derived.
 JU3767
 JU3767_MARKER: DS = TRIANGULATION STATION DISK
 JU3767_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3767_STAMPING: ELSINBORO 1933
 JU3767_MARK LOGO: CGS
 JU3767_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU3090 ***********************************************************************
 JU3090  DESIGNATION -  END
 JU3090  PID         -  JU3090
 JU3090  STATE/COUNTY-  NJ/GLOUCESTER
 JU3090  COUNTRY     -  US
 JU3090  USGS QUAD   -  WOODBURY (2019)
 JU3090
 JU3090                         *CURRENT SURVEY CONTROL
 JU3090  ______________________________________________________________________
 JU3090* NAD 83(1996) POSITION- 39 52 20.59424(N) 075 11 20.44810(W)   ADJUSTED
 JU3090* NAVD 88 ORTHO HEIGHT -     7.    (meters)       23.    (feet) SCALED
 JU3090  ______________________________________________________________________
 JU3090  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 JU3090  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3090.GEOID18 height accuracy estimate available here.
 JU3090
 JU3090.Click photographs - Photos may exist for this station.
 JU3090
 JU3090.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3090
 JU3090. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000412  x   0.99994276  =   0.99994688
 JU3090!UTM  18      -   1.00000412  x   0.99960322  =   0.99960734
 JU3090
 JU3090:                Primary Azimuth Mark                     Grid Az
 JU3090:SPC NJ       -  WEST HORSESHOE FRONT RANGE               314 35 14.8
 JU3090:UTM  18      -  WEST HORSESHOE FRONT RANGE               314 16 00.8
 JU3090
 JU3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8383513610(NAD 83)
 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
 JU3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3090.See file dsdata.pdf to determine how the superseded data were derived.
 JU3090
 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  HISTORY     - 20080617 MARK NOT FOUND   UE
 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.
 JU3090
 JU3090                          STATION RECOVERY (2008)
 JU3090
 JU3090'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU3090'NOT FOUND. HANDHELD GPS PUTS IT WITHIN 26 FEET OF A 24 IN DIA TREE,
 JU3090'THE LARGEST TREE IN THAT AREA, ALONG THE SOUTHEAST SIDE OF A DIRT ROAD
 JU3090'AT THE BASE OF A ROUGHLY 30-FOOT-HIGH SLOPE.
 JU3090'
 JU3090'THERE IS NO SIGN OF THE CONCRETE SEAWALL WHICH USED TO RUN
 JU3090'SOUTHWEST-NORTHEAST, ON THE TOP OF WHICH END AND REMOTE MARKERS END RM
 JU3090'1 AND END RM 1 WERE SET. IF IT CAN BE ASSUMED THAT THE TREE IS MORE
 JU3090'THAN 100 YEARS OLD, THEN THE SEA WALL WOULD HAVE TO HAVE BEEN CLOSER
 JU3090'TO THE EXISTING DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4221 ***********************************************************************
 KV4221  DESIGNATION -  END
 KV4221  PID         -  KV4221
 KV4221  STATE/COUNTY-  NJ/PASSAIC
 KV4221  COUNTRY     -  US
 KV4221  USGS QUAD   -  PATERSON (2016)
 KV4221
 KV4221                         *CURRENT SURVEY CONTROL
 KV4221  ______________________________________________________________________
 KV4221* NAD 83(1996) POSITION- 40 52 57.15770(N) 074 07 38.18482(W)   ADJUSTED
 KV4221* NAVD 88 ORTHO HEIGHT -    17.    (meters)       56.    (feet) SCALED
 KV4221  ______________________________________________________________________
 KV4221  GEOID HEIGHT    -        -32.142 (meters)                     GEOID18
 KV4221  LAPLACE CORR    -          6.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4221.GEOID18 height accuracy estimate available here.
 KV4221
 KV4221.Click photographs - Photos may exist for this station.
 KV4221
 KV4221.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4221
 KV4221. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4221:SPC NJ       -  WHITE                                    112 29 17.3
 KV4221:SPC NY L     -  WHITE                                    112 48 55.2
 KV4221:UTM  18      -  WHITE                                    112 09 39.1
 KV4221
 KV4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7352826084(NAD 83)
 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                               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  USSD        -  40 52 57.12200(N)    074 07 39.55500(W) AD(       ) 3
 KV4221
 KV4221.Superseded values are not recommended for survey control.
 KV4221
 KV4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4221.See file dsdata.pdf to determine how the superseded data were derived.
 KV4221
 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 = JULY 24, 2026 22:12:30 EDT
 KU4046 ***********************************************************************
 KU4046  DESIGNATION -  ENGLEWOOD
 KU4046  PID         -  KU4046
 KU4046  STATE/COUNTY-  NJ/BERGEN
 KU4046  COUNTRY     -  US
 KU4046  USGS QUAD   -  YONKERS (2019)
 KU4046
 KU4046                         *CURRENT SURVEY CONTROL
 KU4046  ______________________________________________________________________
 KU4046* NAD 83(1996) POSITION- 40 53 54.02667(N) 073 57 06.33879(W)   ADJUSTED
 KU4046* NAVD 88 ORTHO HEIGHT -   124.    (meters)      407.    (feet) SCALED
 KU4046  ______________________________________________________________________
 KU4046  GEOID HEIGHT    -        -31.505 (meters)                     GEOID18
 KU4046  LAPLACE CORR    -          7.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4046.GEOID18 height accuracy estimate available here.
 KU4046
 KU4046.Click photographs - Photos may exist for this station.
 KU4046
 KU4046.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4046
 KU4046. The following values were computed from the NAD 83(1996) position.
 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       -  STONE A                                  021 17 14.8
 KU4046:SPC NY L     -  STONE A                                  021 36 53.4
 KU4046:UTM  18      -  STONE A                                  020 57 36.2
 KU4046
 KU4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8829428000(NAD 83)
 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
 KU4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4046.See file dsdata.pdf to determine how the superseded data were derived.
 KU4046
 KU4046_MARKER: DS = TRIANGULATION STATION DISK
 KU4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4046_STAMPING: ENGLEWOOD 1933
 KU4046_MARK LOGO: CGS
 KU4046_PROJECTION: PROJECTING 25 CENTIMETERS
 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 SUITABLE FOR
 KU4046+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2022
 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  HISTORY     - 20220908 GOOD             AAAS
 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.
 KU4046
 KU4046                          STATION RECOVERY (2022)
 KU4046
 KU4046'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KU4046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0905 ***********************************************************************
 KV0905  DESIGNATION -  ENGLISHTOWN PRR
 KV0905  PID         -  KV0905
 KV0905  STATE/COUNTY-  NJ/MONMOUTH
 KV0905  COUNTRY     -  US
 KV0905  USGS QUAD   -  FREEHOLD (2019)
 KV0905
 KV0905                         *CURRENT SURVEY CONTROL
 KV0905  ______________________________________________________________________
 KV0905* NAD 83(1986) POSITION- 40 17 20.     (N) 074 21 21.     (W)   SCALED
 KV0905* NAVD 88 ORTHO HEIGHT -    24.220 (meters)       79.46  (feet) ADJUSTED
 KV0905  ______________________________________________________________________
 KV0905  GEOID HEIGHT    -        -32.411 (meters)                     GEOID18
 KV0905  DYNAMIC HEIGHT  -         24.210 (meters)       79.43  (feet) COMP
 KV0905  MODELED GRAVITY -    980,214.6   (mgal)                       NAVD 88
 KV0905
 KV0905  VERT ORDER      -  SECOND    CLASS 0
 KV0905
 KV0905.The horizontal coordinates were scaled from a map and have
 KV0905.an estimated accuracy of +/- 6 seconds.
 KV0905
 KV0905.The orthometric height was determined by differential leveling and
 KV0905.adjusted by the NATIONAL GEODETIC SURVEY
 KV0905.in June 1991.
 KV0905
 KV0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0905.GEOID18 height accuracy estimate available here.
 KV0905
 KV0905.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK547600(NAD 83)
 KV0905
 KV0905                          SUPERSEDED SURVEY CONTROL
 KV0905
 KV0905  NGVD 29 (11/26/84)   24.578  (m)           80.64   (f) ADJUSTED    2 0
 KV0905
 KV0905.Superseded values are not recommended for survey control.
 KV0905
 KV0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0905.See file dsdata.pdf to determine how the superseded data were derived.
 KV0905
 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  HISTORY     - 20210628 MARK NOT FOUND   NJGS
 KV0905  HISTORY     - 20210709 MARK NOT FOUND   NJGS
 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.
 KV0905
 KV0905                          STATION RECOVERY (2021)
 KV0905
 KV0905'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0905'LOCATION OF PENNSYLVANIA RAILROAD PLATFORM AND STONE CURB NOT LOCATED,
 KV0905'MONUMENT NOT FOUND.
 KV0905
 KV0905                          STATION RECOVERY (2021)
 KV0905
 KV0905'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0905'RAILROAD STATION IS GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6768 ***********************************************************************
 KV6768  DESIGNATION -  EPA 1
 KV6768  PID         -  KV6768
 KV6768  STATE/COUNTY-  NJ/MIDDLESEX
 KV6768  COUNTRY     -  US
 KV6768  USGS QUAD   -  PERTH AMBOY (2016)
 KV6768
 KV6768                         *CURRENT SURVEY CONTROL
 KV6768  ______________________________________________________________________
 KV6768* NAD 83(2011) POSITION- 40 30 43.93885(N) 074 21 34.23993(W)   ADJUSTED
 KV6768* NAD 83(2011) ELLIP HT-     2.617 (meters)        (06/27/12)   ADJUSTED
 KV6768* NAD 83(2011) EPOCH   -  2010.00
 KV6768* NAVD 88 ORTHO HEIGHT -    35.3   (meters)      116.    (feet) GPS OBS
 KV6768  ______________________________________________________________________
 KV6768  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6768  GEOID HEIGHT    -        -32.850 (meters)                     GEOID90
 KV6768  GEOID HEIGHT    -        -32.709 (meters)                     GEOID18
 KV6768  NAD 83(2011) X  -  1,309,167.818 (meters)                     COMP
 KV6768  NAD 83(2011) Y  - -4,676,151.799 (meters)                     COMP
 KV6768  NAD 83(2011) Z  -  4,121,392.091 (meters)                     COMP
 KV6768  LAPLACE CORR    -          5.24  (seconds)                    DEFLEC18
 KV6768
 KV6768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6768  Standards:
 KV6768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6768  -------------------------------------------------------------------
 KV6768  NETWORK    0.50   0.67           0.20   0.21   0.34     -0.06839252
 KV6768  -------------------------------------------------------------------
 KV6768  Click here for local accuracies and other accuracy information.
 KV6768
 KV6768.The horizontal coordinates were established by GPS observations
 KV6768.and adjusted by the National Geodetic Survey in June 2012.
 KV6768
 KV6768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6768.been affixed to the stable North American tectonic plate. See 
 KV6768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6768
 KV6768.The horizontal coordinates are valid at the epoch date displayed above
 KV6768.which is a decimal equivalence of Year/Month/Day.
 KV6768
 KV6768.The orthometric height was determined by GPS observations and a
 KV6768.high-resolution geoid model.
 KV6768
 KV6768.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6768.GEOID18 height accuracy estimate available here.
 KV6768
 KV6768.Click photographs - Photos may exist for this station.
 KV6768
 KV6768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6768
 KV6768.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6768
 KV6768.The ellipsoidal height was determined by GPS observations
 KV6768.and is referenced to NAD 83.
 KV6768
 KV6768. The following values were computed from the NAD 83(2011) position.
 KV6768
 KV6768;                    North         East     Units Scale Factor Converg.
 KV6768;SPC NJ       -   186,393.246   161,905.583   MT  0.99990174   +0 05 28.5
 KV6768;SPC NJ       -   611,525.17    531,185.23   sFT  0.99990174   +0 05 28.5
 KV6768;UTM  18      - 4,484,806.534   554,261.437   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5426184806(NAD 83)
 KV6768
 KV6768                          SUPERSEDED SURVEY CONTROL
 KV6768
 KV6768  NAD 83(2007)-  40 30 43.93917(N)    074 21 34.24057(W) AD(2002.00) 0
 KV6768  ELLIP H (02/10/07)    2.627  (m)                       GP(2002.00)    
 KV6768  ELLIP H (10/23/02)    2.629  (m)                       GP(       ) 4 1
 KV6768  NAD 83(1996)-  40 30 43.93944(N)    074 21 34.24080(W) AD(       ) 1
 KV6768  ELLIP H (05/14/99)    2.632  (m)                       GP(       ) 4 1
 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
 KV6768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6768.See file dsdata.pdf to determine how the superseded data were derived.
 KV6768
 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 = JULY 24, 2026 22:12:30 EDT
 KU2804 ***********************************************************************
 KU2804  DESIGNATION -  EPPIN
 KU2804  PID         -  KU2804
 KU2804  STATE/COUNTY-  NJ/MONMOUTH
 KU2804  COUNTRY     -  US
 KU2804  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2804
 KU2804                         *CURRENT SURVEY CONTROL
 KU2804  ______________________________________________________________________
 KU2804* NAD 83(1996) POSITION- 40 23 07.03786(N) 073 58 33.24387(W)   ADJUSTED
 KU2804* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2804  ______________________________________________________________________
 KU2804  GEOID HEIGHT    -        -32.618 (meters)                     GEOID18
 KU2804  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2804.GEOID18 height accuracy estimate available here.
 KU2804
 KU2804.Click photographs - Photos may exist for this station.
 KU2804
 KU2804.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2804
 KU2804. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KU2804:SPC NJ       -  LOWER                                    263 50 55.2
 KU2804:UTM  18      -  LOWER                                    263 31 28.8
 KU2804
 KU2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8692471025(NAD 83)
 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
 KU2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2804.See file dsdata.pdf to determine how the superseded data were derived.
 KU2804
 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 = JULY 24, 2026 22:12:30 EDT
 JU2901 ***********************************************************************
 JU2901  DESIGNATION -  ERA
 JU2901  PID         -  JU2901
 JU2901  STATE/COUNTY-  NJ/CAPE MAY
 JU2901  COUNTRY     -  US
 JU2901  USGS QUAD   -  AVALON (2019)
 JU2901
 JU2901                         *CURRENT SURVEY CONTROL
 JU2901  ______________________________________________________________________
 JU2901* NAD 83(1996) POSITION- 39 06 55.42523(N) 074 44 54.11623(W)   ADJUSTED
 JU2901* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2901  ______________________________________________________________________
 JU2901  GEOID HEIGHT    -        -35.135 (meters)                     GEOID18
 JU2901  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2901.GEOID18 height accuracy estimate available here.
 JU2901
 JU2901.Click photographs - Photos may exist for this station.
 JU2901
 JU2901.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2901
 JU2901. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000542  x   0.99990568  =   0.99991110
 JU2901!UTM  18      -   1.00000542  x   0.99960583  =   0.99961124
 JU2901
 JU2901:                Primary Azimuth Mark                     Grid Az
 JU2901:SPC NJ       -  STITES                                   299 34 47.0
 JU2901:UTM  18      -  STITES                                   299 15 51.4
 JU2901
 JU2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2175429612(NAD 83)
 JU2901
 JU2901|---------------------------------------------------------------------|
 JU2901| PID    Reference Object                     Distance      Geod. Az  |
 JU2901|                                                           dddmmss.s |
 JU2901| JU2905 MID                                 APPROX. 2.2 KM 0510834.0 |
 JU2901| CB1483 ERA RM 1                             21.155 METERS 29429     |
 JU2901| JU2339 STITES                              APPROX. 2.3 KM 2992522.9 |
 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
 JU2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2901.See file dsdata.pdf to determine how the superseded data were derived.
 JU2901
 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  HISTORY     - 20081014 MARK NOT FOUND   GEOCAC
 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.
 JU2901
 JU2901                          STATION RECOVERY (2008)
 JU2901
 JU2901'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 JU2901'AREA HAS BEEN DEVELOPED - NO REFERENCES REMAIN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4205 ***********************************************************************
 KV4205  DESIGNATION -  ERIE
 KV4205  PID         -  KV4205
 KV4205  STATE/COUNTY-  NJ/ESSEX
 KV4205  COUNTRY     -  US
 KV4205  USGS QUAD   -  ORANGE (2016)
 KV4205
 KV4205                         *CURRENT SURVEY CONTROL
 KV4205  ______________________________________________________________________
 KV4205* NAD 83(1996) POSITION- 40 46 39.64495(N) 074 09 05.79307(W)   ADJUSTED
 KV4205* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4205  ______________________________________________________________________
 KV4205  GEOID HEIGHT    -        -32.251 (meters)                     GEOID18
 KV4205  LAPLACE CORR    -          5.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4205.GEOID18 height accuracy estimate available here.
 KV4205
 KV4205.Click photographs - Photos may exist for this station.
 KV4205
 KV4205.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4205
 KV4205. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7159014424(NAD 83)
 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 RESERVOIR 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  USSD        -  40 46 39.64000(N)    074 09 07.16300(W) AD(       ) 3
 KV4205
 KV4205.Superseded values are not recommended for survey control.
 KV4205
 KV4205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4205.See file dsdata.pdf to determine how the superseded data were derived.
 KV4205
 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 = JULY 24, 2026 22:12:30 EDT
 KV4113 ***********************************************************************
 KV4113  DESIGNATION -  ERIE DRAW BRIDGE CHIMNEY
 KV4113  PID         -  KV4113
 KV4113  STATE/COUNTY-  NJ/HUDSON
 KV4113  COUNTRY     -  US
 KV4113  USGS QUAD   -  WEEHAWKEN (2016)
 KV4113
 KV4113                         *CURRENT SURVEY CONTROL
 KV4113  ______________________________________________________________________
 KV4113* NAD 83(1996) POSITION- 40 45 29.85197(N) 074 05 36.09376(W)   ADJUSTED
 KV4113  ______________________________________________________________________
 KV4113  GEOID HEIGHT    -        -32.083 (meters)                     GEOID18
 KV4113  LAPLACE CORR    -          6.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4113.GEOID18 height accuracy estimate available here.
 KV4113
 KV4113.Click photographs - Photos may exist for this station.
 KV4113
 KV4113.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4113
 KV4113. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7652812321(NAD 83)
 KV4113
 KV4113                          SUPERSEDED SURVEY CONTROL
 KV4113
 KV4113  NAD 83(1996)-  40 45 29.85188(N)    074 05 36.09388(W) AD(       ) 3
 KV4113  NAD 83(1996)-  40 45 29.85101(N)    074 05 36.09559(W) AD(       ) 3
 KV4113  NAD 83(1992)-  40 45 29.85015(N)    074 05 36.09639(W) AD(       ) 3
 KV4113  NAD 83(1986)-  40 45 29.85228(N)    074 05 36.09654(W) AD(       ) 3
 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
 KV4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4113.See file dsdata.pdf to determine how the superseded data were derived.
 KV4113
 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 = JULY 24, 2026 22:12:30 EDT
 KV4196 ***********************************************************************
 KV4196  DESIGNATION -  ERIE STACK
 KV4196  PID         -  KV4196
 KV4196  STATE/COUNTY-  NJ/ESSEX
 KV4196  COUNTRY     -  US
 KV4196  USGS QUAD   -  ORANGE (2016)
 KV4196
 KV4196                         *CURRENT SURVEY CONTROL
 KV4196  ______________________________________________________________________
 KV4196* NAD 83(1996) POSITION- 40 46 38.81828(N) 074 09 15.15764(W)   ADJUSTED
 KV4196  ______________________________________________________________________
 KV4196  GEOID HEIGHT    -        -32.258 (meters)                     GEOID18
 KV4196  LAPLACE CORR    -          5.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4196.GEOID18 height accuracy estimate available here.
 KV4196
 KV4196.Click photographs - Photos may exist for this station.
 KV4196
 KV4196.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4196
 KV4196. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7137114396(NAD 83)
 KV4196
 KV4196                          SUPERSEDED SURVEY CONTROL
 KV4196
 KV4196  NAD 83(1996)-  40 46 38.81805(N)    074 09 15.15791(W) AD(       ) 3
 KV4196  NAD 83(1986)-  40 46 38.81382(N)    074 09 15.16385(W) AD(       ) 3
 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
 KV4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4196.See file dsdata.pdf to determine how the superseded data were derived.
 KV4196
 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 = JULY 24, 2026 22:12:30 EDT
 KV4080 ***********************************************************************
 KV4080  DESIGNATION -  ERU
 KV4080  PID         -  KV4080
 KV4080  STATE/COUNTY-  NJ/BERGEN
 KV4080  COUNTRY     -  US
 KV4080  USGS QUAD   -  WEEHAWKEN (2016)
 KV4080
 KV4080                         *CURRENT SURVEY CONTROL
 KV4080  ______________________________________________________________________
 KV4080* NAD 83(1996) POSITION- 40 47 40.83780(N) 074 04 50.84609(W)   ADJUSTED
 KV4080* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4080  ______________________________________________________________________
 KV4080  GEOID HEIGHT    -        -32.031 (meters)                     GEOID18
 KV4080  LAPLACE CORR    -          7.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4080.GEOID18 height accuracy estimate available here.
 KV4080
 KV4080.Click photographs - Photos may exist for this station.
 KV4080
 KV4080.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4080
 KV4080. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000508  x   0.99991540  =   0.99992048
 KV4080!SPC NY L     -   1.00000508  x   0.99999537  =   1.00000045
 KV4080!UTM  18      -   1.00000508  x   0.99967402  =   0.99967909
 KV4080
 KV4080:                Primary Azimuth Mark                     Grid Az
 KV4080:SPC NJ       -  FARM                                     134 24 15.5
 KV4080:SPC NY L     -  FARM                                     134 43 51.7
 KV4080:UTM  18      -  FARM                                     134 04 39.4
 KV4080
 KV4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7754616371(NAD 83)
 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
 KV4080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4080.See file dsdata.pdf to determine how the superseded data were derived.
 KV4080
 KV4080_MARKER: I = METAL ROD
 KV4080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4080+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU3344 ***********************************************************************
 JU3344  DESIGNATION -  ESIBILL
 JU3344  PID         -  JU3344
 JU3344  STATE/COUNTY-  NJ/CUMBERLAND
 JU3344  COUNTRY     -  US
 JU3344  USGS QUAD   -  MILLVILLE (2019)
 JU3344
 JU3344                         *CURRENT SURVEY CONTROL
 JU3344  ______________________________________________________________________
 JU3344* NAD 83(1996) POSITION- 39 24 27.80342(N) 075 06 48.99214(W)   ADJUSTED
 JU3344* NAVD 88 ORTHO HEIGHT -    31.249 (meters)      102.52  (feet) ADJUSTED
 JU3344  ______________________________________________________________________
 JU3344  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 JU3344  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 JU3344  DYNAMIC HEIGHT  -         31.234 (meters)      102.47  (feet) COMP
 JU3344  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 JU3344
 JU3344  HORZ ORDER      -  FIRST
 JU3344  VERT ORDER      -  FIRST     CLASS II
 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 determined by differential leveling and
 JU3344.adjusted by the NATIONAL GEODETIC SURVEY
 JU3344.in April 2013.
 JU3344
 JU3344.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3344.GEOID18 height accuracy estimate available here.
 JU3344
 JU3344.Click photographs - Photos may exist for this station.
 JU3344
 JU3344.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3344
 JU3344.The dynamic height is computed by dividing the NAVD 88
 JU3344.geopotential number by the normal gravity value computed on the
 JU3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU3344.degrees latitude (g = 980.6199 gals.).
 JU3344
 JU3344.The modeled gravity was interpolated from observed gravity values.
 JU3344
 JU3344. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000041  x   0.99993437  =   0.99993478
 JU3344!UTM  18      -   1.00000041  x   0.99960118  =   0.99960159
 JU3344
 JU3344:                Primary Azimuth Mark                     Grid Az
 JU3344:SPC NJ       -  ESIBILL AZ MK                            287 06 00.4
 JU3344:UTM  18      -  ESIBILL AZ MK                            286 46 57.6
 JU3344
 JU3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9021962029(NAD 83)
 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
 JU3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3344.See file dsdata.pdf to determine how the superseded data were derived.
 JU3344
 JU3344_MARKER: DS = TRIANGULATION STATION DISK
 JU3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3344_STAMPING: ESIBILL 1935
 JU3344_MARK LOGO: CGS
 JU3344_PROJECTION: PROJECTING 15 CENTIMETERS
 JU3344_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3344+STABILITY: SURFACE MOTION
 JU3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3344+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2011
 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  HISTORY     - 20110623 GOOD             NJGS
 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.
 JU3344
 JU3344                          STATION RECOVERY (2011)
 JU3344
 JU3344'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU3344'RECOVERED IN GOOD CONDITION.
 JU3344'
 JU3344'NOTE ADDITION- TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE
 JU3344'47 (NORTH SECOND STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN
 JU3344'MILLVILLE, GO 4.2 MI (6.8 KM) WEST ON STATE ROUTE 49 TO THE STATION ON
 JU3344'THE LEFT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB1487 ***********************************************************************
 CB1487  DESIGNATION -  ESIBILL RM 3
 CB1487  PID         -  CB1487
 CB1487  STATE/COUNTY-  NJ/CUMBERLAND
 CB1487  COUNTRY     -  US
 CB1487  USGS QUAD   -  MILLVILLE (2019)
 CB1487
 CB1487                         *CURRENT SURVEY CONTROL
 CB1487  ______________________________________________________________________
 CB1487* NAD 83(1986) POSITION- 39 24 28.55   (N) 075 06 49.64   (W)   HD_HELD1
 CB1487* NAVD 88 ORTHO HEIGHT -    31.390 (meters)      102.99  (feet) ADJUSTED
 CB1487  ______________________________________________________________________
 CB1487  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 CB1487  DYNAMIC HEIGHT  -         31.374 (meters)      102.93  (feet) COMP
 CB1487  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 CB1487
 CB1487  VERT ORDER      -  FIRST     CLASS II
 CB1487
 CB1487.The horizontal coordinates were determined by differentially corrected
 CB1487.hand held GPS observations or other comparable positioning techniques
 CB1487.and have an estimated accuracy of +/- 3 meters.
 CB1487
 CB1487.The orthometric height was determined by differential leveling and
 CB1487.adjusted by the NATIONAL GEODETIC SURVEY
 CB1487.in April 2013.
 CB1487
 CB1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1487.GEOID18 height accuracy estimate available here.
 CB1487
 CB1487.Click photographs - Photos may exist for this station.
 CB1487
 CB1487.The dynamic height is computed by dividing the NAVD 88
 CB1487.geopotential number by the normal gravity value computed on the
 CB1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1487.degrees latitude (g = 980.6199 gals.).
 CB1487
 CB1487.The modeled gravity was interpolated from observed gravity values.
 CB1487
 CB1487;                    North         East    Units  Estimated Accuracy
 CB1487;SPC NJ       -    63,963.9      97,141.4     MT  (+/- 3 meters HH1 GPS) 
 CB1487
 CB1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9020362052(NAD 83)
 CB1487
 CB1487                          SUPERSEDED SURVEY CONTROL
 CB1487
 CB1487.No superseded survey control is available for this station.
 CB1487
 CB1487_MARKER: DR = REFERENCE MARK DISK
 CB1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1487_STAMPING: ESIBILL 1935 NO 3 1979
 CB1487_MARK LOGO: NGS
 CB1487_PROJECTION: FLUSH
 CB1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1487+STABILITY: SURFACE MOTION
 CB1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB1487+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2011
 CB1487
 CB1487  HISTORY     - Date     Condition        Report By
 CB1487  HISTORY     - 1979     MONUMENTED       NGS
 CB1487  HISTORY     - 20110623 GOOD             NJGS
 CB1487
 CB1487                          STATION DESCRIPTION
 CB1487
 CB1487'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 CB1487'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTHEAST SIDE
 CB1487'OF NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET).
 CB1487'
 CB1487'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 CB1487'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 4.15 MI
 CB1487'(6.7 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT.
 CB1487'
 CB1487'THE STATION IS 7.4 M (24.3 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 CB1487'HIGHWAY 49, 1.0 M (3.3 FT) EAST FROM WOOD UTILITY POLE NUMBER 2306MV
 CB1487'266, 30.5 M (100.1 FT) EAST FROM THE CENTERLINE OF MORIAS AVENUE, 11.3
 CB1487'M (37.1 FT) WEST-NORTHWEST FROM A MAILBOX FOR HOUSE NUMBER 2454 ON THE
 CB1487'NORTHEAST SIDE OF STATE HIGHWAY 49, 16.8 M (55.1 FT) WEST-NORTHWEST
 CB1487'FROM A PAVED ASPHALT DRIVE LEADING TO HOUSE NUMBER 2454 AND 34.7 M
 CB1487'(113.8 FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER 2305.
 CB1487'
 CB1487'NOTE-THE DISK HAS BEEN SCARRED BY LAWN MOWING EQUIPMENT AND THE
 CB1487'STAMPING IS PARTIALLY ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB1488 ***********************************************************************
 CB1488  DESIGNATION -  ESIBILL RM 4
 CB1488  PID         -  CB1488
 CB1488  STATE/COUNTY-  NJ/CUMBERLAND
 CB1488  COUNTRY     -  US
 CB1488  USGS QUAD   -  MILLVILLE (2019)
 CB1488
 CB1488                         *CURRENT SURVEY CONTROL
 CB1488  ______________________________________________________________________
 CB1488* NAD 83(1986) POSITION- 39 24 28.71   (N) 075 06 48.03   (W)   HD_HELD1
 CB1488* NAVD 88 ORTHO HEIGHT -    31.397 (meters)      103.01  (feet) ADJUSTED
 CB1488  ______________________________________________________________________
 CB1488  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 CB1488  DYNAMIC HEIGHT  -         31.381 (meters)      102.96  (feet) COMP
 CB1488  MODELED GRAVITY -    980,120.1   (mgal)                       NAVD 88
 CB1488
 CB1488  VERT ORDER      -  FIRST     CLASS II
 CB1488
 CB1488.The horizontal coordinates were determined by differentially corrected
 CB1488.hand held GPS observations or other comparable positioning techniques
 CB1488.and have an estimated accuracy of +/- 3 meters.
 CB1488
 CB1488.The orthometric height was determined by differential leveling and
 CB1488.adjusted by the NATIONAL GEODETIC SURVEY
 CB1488.in April 2013.
 CB1488
 CB1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1488.GEOID18 height accuracy estimate available here.
 CB1488
 CB1488.Click photographs - Photos may exist for this station.
 CB1488
 CB1488.The dynamic height is computed by dividing the NAVD 88
 CB1488.geopotential number by the normal gravity value computed on the
 CB1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1488.degrees latitude (g = 980.6199 gals.).
 CB1488
 CB1488.The modeled gravity was interpolated from observed gravity values.
 CB1488
 CB1488;                    North         East    Units  Estimated Accuracy
 CB1488;SPC NJ       -    63,968.5      97,180.0     MT  (+/- 3 meters HH1 GPS) 
 CB1488
 CB1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9024262057(NAD 83)
 CB1488
 CB1488                          SUPERSEDED SURVEY CONTROL
 CB1488
 CB1488.No superseded survey control is available for this station.
 CB1488
 CB1488_MARKER: DR = REFERENCE MARK DISK
 CB1488_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CB1488_SP_SET: CURB
 CB1488_STAMPING: ESIBILL 1935 NO 4 1979
 CB1488_MARK LOGO: NGS
 CB1488_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB1488+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2011
 CB1488
 CB1488  HISTORY     - Date     Condition        Report By
 CB1488  HISTORY     - 1979     MONUMENTED       NGS
 CB1488  HISTORY     - 20110623 GOOD             NJGS
 CB1488
 CB1488                          STATION DESCRIPTION
 CB1488
 CB1488'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 CB1488'RECOVERED IN GOOD CONDITION.
 CB1488'
 CB1488'NOTE ADDITIONS-THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE
 CB1488'NORTHEAST SIDE OF NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), SET
 CB1488'FLUSH IN A DRILL HOLE IN A CONCRETE CURB AT THE NORTHWEST CORNER OF
 CB1488'THE T-INTERSECTION WITH MORIAS AVENUE.
 CB1488'
 CB1488'THE STATION IS 8.6 M (28.2 FT) WEST FROM THE CENTERLINE OF MORIAS
 CB1488'AVENUE, 7.0 M (23.0 FT) NORTHEAST FROM THE CENTERLINE OF STATE HIGHWAY
 CB1488'49 AND 0.7 M (2.3 FT) SOUTH-SOUTHWEST FROM WOOD UTILITY POLE NUMBER
 CB1488'2307MV.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4167 ***********************************************************************
 KV4167  DESIGNATION -  ESSEX
 KV4167  PID         -  KV4167
 KV4167  STATE/COUNTY-  NJ/ESSEX
 KV4167  COUNTRY     -  US
 KV4167  USGS QUAD   -  ORANGE (2016)
 KV4167
 KV4167                         *CURRENT SURVEY CONTROL
 KV4167  ______________________________________________________________________
 KV4167* NAD 83(2011) POSITION- 40 47 44.50322(N) 074 10 18.05327(W)   ADJUSTED
 KV4167* NAD 83(2011) ELLIP HT-    41.077 (meters)        (06/27/12)   ADJUSTED
 KV4167* NAD 83(2011) EPOCH   -  2010.00
 KV4167* NAVD 88 ORTHO HEIGHT -    73.4   (meters)      241.    (feet) GPS OBS
 KV4167  ______________________________________________________________________
 KV4167  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4167  GEOID HEIGHT    -        -32.297 (meters)                     GEOID18
 KV4167  NAD 83(2011) X  -  1,318,904.221 (meters)                     COMP
 KV4167  NAD 83(2011) Y  - -4,652,131.194 (meters)                     COMP
 KV4167  NAD 83(2011) Z  -  4,145,300.363 (meters)                     COMP
 KV4167  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 KV4167
 KV4167  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4167  Standards:
 KV4167         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4167            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4167  -------------------------------------------------------------------
 KV4167  NETWORK    0.64   1.00           0.24   0.28   0.51     -0.08986081
 KV4167  -------------------------------------------------------------------
 KV4167  Click here for local accuracies and other accuracy information.
 KV4167
 KV4167.The horizontal coordinates were established by GPS observations
 KV4167.and adjusted by the National Geodetic Survey in June 2012.
 KV4167
 KV4167.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4167.been affixed to the stable North American tectonic plate. See 
 KV4167.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4167
 KV4167.The horizontal coordinates are valid at the epoch date displayed above
 KV4167.which is a decimal equivalence of Year/Month/Day.
 KV4167
 KV4167.The orthometric height was determined by GPS observations and a
 KV4167.high-resolution geoid model.
 KV4167
 KV4167.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4167.GEOID18 height accuracy estimate available here.
 KV4167
 KV4167.Click photographs - Photos may exist for this station.
 KV4167
 KV4167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4167
 KV4167.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4167
 KV4167.The ellipsoidal height was determined by GPS observations
 KV4167.and is referenced to NAD 83.
 KV4167
 KV4167. The following values were computed from the NAD 83(2011) position.
 KV4167
 KV4167;                    North         East     Units Scale Factor Converg.
 KV4167;SPC NJ       -   217,913.270   177,705.512   MT  0.99990944   +0 12 52.2
 KV4167;SPC NJ       -   714,937.12    583,022.17   sFT  0.99990944   +0 12 52.2
 KV4167;SPC NY L     -    69,865.423   285,511.115   MT  0.99999535   -0 06 44.3
 KV4167;SPC NY L     -   229,216.81    936,714.38   sFT  0.99999535   -0 06 44.3
 KV4167;UTM  18      - 4,516,407.741   569,877.881   MT  0.99966010   +0 32 28.4
 KV4167
 KV4167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4167!SPC NJ       -   0.99999356  x   0.99990944  =   0.99990300
 KV4167!SPC NY L     -   0.99999356  x   0.99999535  =   0.99998891
 KV4167!UTM  18      -   0.99999356  x   0.99966010  =   0.99965366
 KV4167
 KV4167:                Primary Azimuth Mark                     Grid Az
 KV4167:SPC NJ       -  LYNDHURST SACRED HEART CH TWR            073 17 30.1
 KV4167:SPC NY L     -  LYNDHURST SACRED HEART CH TWR            073 37 06.6
 KV4167:UTM  18      -  LYNDHURST SACRED HEART CH TWR            072 57 53.9
 KV4167
 KV4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6987716407(NAD 83)
 KV4167
 KV4167|---------------------------------------------------------------------|
 KV4167| PID    Reference Object                     Distance      Geod. Az  |
 KV4167|                                                           dddmmss.s |
 KV4167| KV4134 BELLEVILLE WESTINGHSE LAMP CHY      APPROX. 2.4 KM 0670302.1 |
 KV4167| KV4052 LYNDHURST SACRED HEART CH TWR       APPROX. 4.6 KM 0733022.3 |
 KV4167| KV4179 PASSAIC RIVER W TRANS TOWER         APPROX. 2.7 KM 0741635.7 |
 KV4167| KV4176 NORTH ARLINGTON E TRANS TOWER       APPROX. 3.0 KM 0805205.7 |
 KV4167| KV4200 PASSAIC R MAAS WALDSTEIN CHIM       APPROX. 2.5 KM 1392726.5 |
 KV4167| KV4198 N NEWARK MONO SERVICE TANK          APPROX. 2.5 KM 1473823.0 |
 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  NAD 83(2007)-  40 47 44.50341(N)    074 10 18.05403(W) AD(2002.00) 0
 KV4167  ELLIP H (02/10/07)   41.092  (m)                       GP(2002.00)    
 KV4167  ELLIP H (10/23/02)   41.091  (m)                       GP(       ) 4 1
 KV4167  NAD 83(1996)-  40 47 44.50364(N)    074 10 18.05449(W) AD(       ) 1
 KV4167  ELLIP H (05/14/99)   41.103  (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
 KV4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4167.See file dsdata.pdf to determine how the superseded data were derived.
 KV4167
 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 = JULY 24, 2026 22:12:30 EDT
 KV6398 ***********************************************************************
 KV6398  DESIGNATION -  ESSO
 KV6398  PID         -  KV6398
 KV6398  STATE/COUNTY-  NJ/BURLINGTON
 KV6398  COUNTRY     -  US
 KV6398  USGS QUAD   -  BRISTOL (2019)
 KV6398
 KV6398                         *CURRENT SURVEY CONTROL
 KV6398  ______________________________________________________________________
 KV6398* NAD 83(1996) POSITION- 40 05 28.79475(N) 074 50 10.33986(W)   ADJUSTED
 KV6398* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6398  ______________________________________________________________________
 KV6398  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 KV6398  LAPLACE CORR    -          3.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6398.GEOID18 height accuracy estimate available here.
 KV6398
 KV6398.Click photographs - Photos may exist for this station.
 KV6398
 KV6398.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6398
 KV6398. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960745
 KV6398
 KV6398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1396237907(NAD 83)
 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
 KV6398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6398.See file dsdata.pdf to determine how the superseded data were derived.
 KV6398
 KV6398_MARKER: DD = SURVEY DISK
 KV6398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6398_STAMPING: ESSO 1972
 KV6398_MARK LOGO: USACE
 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       USACE
 KV6398
 KV6398                          STATION DESCRIPTION
 KV6398
 KV6398'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU2974 ***********************************************************************
 JU2974  DESIGNATION -  ESTELL
 JU2974  PID         -  JU2974
 JU2974  STATE/COUNTY-  NJ/ATLANTIC
 JU2974  COUNTRY     -  US
 JU2974  USGS QUAD   -  TUCKAHOE (2019)
 JU2974
 JU2974                         *CURRENT SURVEY CONTROL
 JU2974  ______________________________________________________________________
 JU2974* NAD 83(2011) POSITION- 39 22 21.31468(N) 074 45 39.42816(W)   ADJUSTED
 JU2974* NAD 83(2011) ELLIP HT-   -15.239 (meters)        (06/27/12)   ADJUSTED
 JU2974* NAD 83(2011) EPOCH   -  2010.00
 JU2974* NAVD 88 ORTHO HEIGHT -    18.865 (meters)       61.89  (feet) ADJUSTED
 JU2974  ______________________________________________________________________
 JU2974  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 JU2974  NAD 83(2011) X  -  1,297,721.857 (meters)                     COMP
 JU2974  NAD 83(2011) Y  - -4,763,576.661 (meters)                     COMP
 JU2974  NAD 83(2011) Z  -  4,024,368.585 (meters)                     COMP
 JU2974  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 JU2974  DYNAMIC HEIGHT  -         18.855 (meters)       61.86  (feet) COMP
 JU2974  MODELED GRAVITY -    980,114.2   (mgal)                       NAVD 88
 JU2974
 JU2974  VERT ORDER      -  FIRST     CLASS II
 JU2974
 JU2974  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2974  Standards:
 JU2974         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2974            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2974  -------------------------------------------------------------------
 JU2974  NETWORK    0.73   1.18           0.32   0.27   0.60     -0.11498129
 JU2974  -------------------------------------------------------------------
 JU2974  Click here for local accuracies and other accuracy information.
 JU2974
 JU2974.The horizontal coordinates were established by GPS observations
 JU2974.and adjusted by the National Geodetic Survey in June 2012.
 JU2974
 JU2974.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2974.been affixed to the stable North American tectonic plate. See 
 JU2974.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2974
 JU2974.The horizontal coordinates are valid at the epoch date displayed above
 JU2974.which is a decimal equivalence of Year/Month/Day.
 JU2974
 JU2974.The orthometric height was determined by differential leveling and
 JU2974.adjusted by the NATIONAL GEODETIC SURVEY
 JU2974.in January 1994.
 JU2974
 JU2974.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2974.GEOID18 height accuracy estimate available here.
 JU2974
 JU2974.Click photographs - Photos may exist for this station.
 JU2974
 JU2974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2974
 JU2974.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2974
 JU2974.The ellipsoidal height was determined by GPS observations
 JU2974.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2974
 JU2974;                    North         East     Units Scale Factor Converg.
 JU2974;SPC NJ       -    59,893.105   127,515.911   MT  0.99990622   -0 09 55.9
 JU2974;SPC NJ       -   196,499.30    418,358.45   sFT  0.99990622   -0 09 55.9
 JU2974;UTM  18      - 4,358,151.582   520,590.575   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       -  1891                                     163 43 11.7
 JU2974:UTM  18      -  1891                                     163 24 09.9
 JU2974
 JU2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2059058151(NAD 83)
 JU2974
 JU2974|---------------------------------------------------------------------|
 JU2974| PID    Reference Object                     Distance      Geod. Az  |
 JU2974|                                                           dddmmss.s |
 JU2974| JU2886 WESTERNMOST OF TWIN TANKS           APPROX. 9.1 KM 0124658.8 |
 JU2974| JU2887 EASTERNMOST OF TWIN TANKS           APPROX. 9.1 KM 0125102.0 |
 JU2974| JU2893 MAYS LANDING STANDPIPE              APPROX. 9.5 KM 0192557.5 |
 JU2974| JU2831 MC KEE TOWN FIRE LOOKOUT TOWER      APPROX.14.4 KM 0592337.2 |
 JU2974| JU2827 PLEASANTVILLE HAMMELL MON TANK      APPROX.19.8 KM 0830932.8 |
 JU2974| JU2824 BLACK STANDPIPE                     APPROX.15.6 KM 0871140.2 |
 JU2974| JU2826 PLEASANTVILLE WATER TANK            APPROX.19.1 KM 0880950.2 |
 JU2974| JU2839 SOMERS POINT STANDPIPE              APPROX.15.1 KM 1131223.4 |
 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 2173952.4 |
 JU2974| JU4228 ESTELL RM 3                          19.065 METERS 30557     |
 JU2974|---------------------------------------------------------------------|
 JU2974
 JU2974                          SUPERSEDED SURVEY CONTROL
 JU2974
 JU2974  NAD 83(2007)-  39 22 21.31509(N)    074 45 39.42891(W) AD(2002.00) 0
 JU2974  ELLIP H (02/10/07)  -15.221  (m)                       GP(2002.00)    
 JU2974  ELLIP H (10/23/02)  -15.211  (m)                       GP(       ) 4 1
 JU2974  ELLIP H (09/23/02)  -15.176  (m)                       GP(       ) 2 1
 JU2974  NAD 83(1996)-  39 22 21.31483(N)    074 45 39.42894(W) AD(       ) 1
 JU2974  ELLIP H (07/24/97)  -15.141  (m)                       GP(       ) 2 1
 JU2974  ELLIP H (08/04/95)  -15.300  (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)  -15.300  (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              18.87   (m)           61.9    (f) LEVELING    3  
 JU2974  NAVD 88 (03/31/93)   18.9    (m)  UNKNOWN  model used  GPS OBS        
 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
 JU2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2974.See file dsdata.pdf to determine how the superseded data were derived.
 JU2974
 JU2974_MARKER: DS = TRIANGULATION STATION DISK
 JU2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 NOT SUITABLE FOR
 JU2974+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2019
 JU2974
 JU2974  HISTORY     - Date     Condition        Report By
 JU2974  HISTORY     - 1932     MONUMENTED       CGS
 JU2974  HISTORY     - 1935     GOOD             CGS
 JU2974  HISTORY     - 1950     GOOD             CGS
 JU2974  HISTORY     - 19900713 GOOD             NJGS
 JU2974  HISTORY     - 19930603 GOOD             NJGS
 JU2974  HISTORY     - 19940603 GOOD             NGS
 JU2974  HISTORY     - 19940830 GOOD             NJGS
 JU2974  HISTORY     - 20070115 GOOD             INDIV
 JU2974  HISTORY     - 20190708 GOOD             NJGS
 JU2974
 JU2974                          STATION DESCRIPTION
 JU2974
 JU2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2974'LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF THE VILLAGE OF
 JU2974'ESTELLVILLE (NOW KNOWN AS ESTELL MANOR) AND 1-3/4 MILES
 JU2974'NORTH-NORTHWEST OF OAKVILLE AND 0.3 MILE WEST OF HIGHWAY 50 ON LAND
 JU2974'OWNED BY MISS REBECCA ESTELL WINSTON, MAYOR OF ESTELL MANOR.
 JU2974'
 JU2974'REACHED FROM MAYS LANDING BY HIGHWAY 50 S TO ESTELL MANOR, FROM LARGE
 JU2974'POND IN ESTELL MANOR CONTINUE SOUTH ON HIGHWAY 50 1.5 MILES TO A
 JU2974'GRAVEL ROAD SHARP TO THE RIGHT WHERE THE MAIN ROAD TURNS LEFT. TURN
 JU2974'RIGHT AND GO ABOUT 1/4 MILE TO STATION.
 JU2974'
 JU2974'THE STATION IS IN GRAVEL PIT OR PLACE WHERE DIRT IS TAKEN FOR FILL
 JU2974'PURPOSES, 7.9 METERS NORTHEAST OF CENTERLINE OF GRAVEL ROAD.
 JU2974'
 JU2974'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 JU2974'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2974'
 JU2974'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION 8 METERS SOUTHWEST OF
 JU2974'HIGHWAY NO. 50.
 JU2974'
 JU2974'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, 6.7 METERS NORTHEAST OF
 JU2974'CENTERLINE OF GRAVEL ROAD.
 JU2974'
 JU2974'REFERENCE MARK NO. 3 IS WEST-NORTHWEST OF STATION, 3.4 METERS
 JU2974'SOUTHWEST OF CENTERLINE OF GRAVEL ROAD.
 JU2974'
 JU2974'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 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 AND
 JU2974'FOUND TO BE CORRECT.  THE DISTANCE TO REFERENCE MARK 2 AS GIVEN IN THE
 JU2974'1935 RECOVERY NOTE (81.79 FEET) WAS VERIFIED.  THE PUBLISHED
 JU2974'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITION--
 JU2974'
 JU2974'THE AZIMUTH MARK (REFERENCE MARK 1) IS LOCATED AT THE JUNCTION OF A
 JU2974'GRAVEL ROAD AND STATE HIGHWAY 50.  IT IS 53.0 FEET NORTHWEST OF POLE
 JU2974'NO. 209, 45.0 FEET NORTHEAST OF ANCHOR POLE 209S, AND 25.9 FEET WEST
 JU2974'OF THE CENTERLINE 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.
 JU2974'
 JU2974'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAY 50 AND
 JU2974'U.S.HIGHWAY 40 IN MAYS LANDING, GO 9.8 KM (6.1 MI) SOUTH ON STATE
 JU2974'HIGHWAY 50 TO A WYE JUNCTION WITH A LIMITED ACCESS GRAVEL ROAD ON THE
 JU2974'RIGHT, OLD MAYS LANDING ROAD, TURN HARD RIGHT AND GO 0.4 KM (0.2 MI)
 JU2974'NORTH, PASSING A 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.
 JU2974'
 JU2974'THE STATION IS 1.5 M (4.9 FT) EAST OF THE EDGE OF THE GRAVEL ROAD, 7.7
 JU2974'M (25.3 FT) EAST OF THE GRAVEL ROAD CENTERLINE, 19.1 M (62.7 FT)
 JU2974'SOUTH-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 ESTELL
 JU2974'MANOR CITY HALL CLERK AT 609 476 2692 FOR ACCESS TO THE GATE KEY AND
 JU2974'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.
 JU2974'
 JU2974'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND
 JU2974'U.S.HIGHWAY 40 IN MAYS LANDING, GO 9.8 KM (6.10 MI) SOUTH ON STATE
 JU2974'ROUTE 50 TO A WYE JUNCTION WITH A LIMITED ACCESS GRAVEL ROAD ON THE
 JU2974'RIGHT, LEADING TO A FORMER MUNICIPAL LANDFILL.  TURN HARD RIGHT AND GO
 JU2974'0.4 KM (0.25 MI) NORTH, PASSING A LOCKED STEEL GATE, TO THE CREST OF
 JU2974'THE HILL AND THE STATION ON THE RIGHT, JUST SOUTH OF THE CLOSED
 JU2974'LANDFILL.
 JU2974'
 JU2974'THE STATION IS 1.5 M (4.9 FT) EAST OF THE EDGE OF THE GRAVEL ROAD, 7.7
 JU2974'M (25.3 FT) EAST OF THE GRAVEL ROAD CENTERLINE, 19.1 M (62.7 FT)
 JU2974'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM ESTELL RM 3, 25.0 M (82.0 FT)
 JU2974'NORTH OF ESTELL RM 2 AND 0.5 M (1.6 FT) WEST OF A CARSONITE WITNESS
 JU2974'POST.  THE STATION PROJECTS ABOUT 0.05 M (0.16 FT) ABOVE THE GROUND IN
 JU2974'A CLEARED AREA.  CONTACT MRS. COHEN, THE ESTELL MANOR CITY HALL CLERK
 JU2974'AT 609 476 2692 FOR ACCESS TO THE GATE KEY AND THE STATION.
 JU2974
 JU2974                          STATION RECOVERY (2007)
 JU2974
 JU2974'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HBH)
 JU2974'THE STATION MARK, R.M. NO. 1 (AZIMUTH), R.M. NO. 2 AND R.M. NO. 3 WERE
 JU2974'RECOVERED AS DESCRIBED. A CELL PHONE TOWER IS NOW LOCATED NEAR R.M.
 JU2974'NO. 3 AT THE SOUTHEAST CORNER OF THE CLOSED LANDFILL.
 JU2974
 JU2974                          STATION RECOVERY (2019)
 JU2974
 JU2974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU2974'IN FORESTED AREA, MAY NOT BE SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4227 ***********************************************************************
 JU4227  DESIGNATION -  ESTELL RM 2
 JU4227  PID         -  JU4227
 JU4227  STATE/COUNTY-  NJ/ATLANTIC
 JU4227  COUNTRY     -  US
 JU4227  USGS QUAD   -  TUCKAHOE (2019)
 JU4227
 JU4227                         *CURRENT SURVEY CONTROL
 JU4227  ______________________________________________________________________
 JU4227* NAD 83(1986) POSITION- 39 22 20.53   (N) 074 45 39.20   (W)   HD_HELD1
 JU4227* NAVD 88 ORTHO HEIGHT -    18.309 (meters)       60.07  (feet) ADJUSTED
 JU4227  ______________________________________________________________________
 JU4227  GEOID HEIGHT    -        -34.121 (meters)                     GEOID18
 JU4227  DYNAMIC HEIGHT  -         18.299 (meters)       60.04  (feet) COMP
 JU4227  MODELED GRAVITY -    980,114.2   (mgal)                       NAVD 88
 JU4227
 JU4227  VERT ORDER      -  FIRST     CLASS II
 JU4227
 JU4227.The horizontal coordinates were determined by differentially corrected
 JU4227.hand held GPS observations or other comparable positioning techniques
 JU4227.and have an estimated accuracy of +/- 3 meters.
 JU4227
 JU4227.The orthometric height was determined by differential leveling and
 JU4227.adjusted by the NATIONAL GEODETIC SURVEY
 JU4227.in January 1994.
 JU4227
 JU4227.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4227.GEOID18 height accuracy estimate available here.
 JU4227
 JU4227.Click photographs - Photos may exist for this station.
 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       -    59,868.9     127,521.3     MT  (+/- 3 meters HH1 GPS) 
 JU4227
 JU4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2059658127(NAD 83)
 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
 JU4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4227.See file dsdata.pdf to determine how the superseded data were derived.
 JU4227
 JU4227_MARKER: DR = REFERENCE MARK DISK
 JU4227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - January 15, 2007
 JU4227
 JU4227  HISTORY     - Date     Condition        Report By
 JU4227  HISTORY     - 1932     MONUMENTED       CGS
 JU4227  HISTORY     - 19900713 GOOD             NJGS
 JU4227  HISTORY     - 20070115 GOOD             INDIV
 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.
 JU4227
 JU4227                          STATION RECOVERY (2007)
 JU4227
 JU4227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HBH)
 JU4227'ESTELL RM 2 WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4228 ***********************************************************************
 JU4228  DESIGNATION -  ESTELL RM 3
 JU4228  PID         -  JU4228
 JU4228  STATE/COUNTY-  NJ/ATLANTIC
 JU4228  COUNTRY     -  US
 JU4228  USGS QUAD   -  TUCKAHOE (2019)
 JU4228
 JU4228                         *CURRENT SURVEY CONTROL
 JU4228  ______________________________________________________________________
 JU4228* NAD 83(1986) POSITION- 39 22 21.68   (N) 074 45 40.07   (W)   HD_HELD1
 JU4228* NAVD 88 ORTHO HEIGHT -    19.180 (meters)       62.93  (feet) ADJUSTED
 JU4228  ______________________________________________________________________
 JU4228  GEOID HEIGHT    -        -34.120 (meters)                     GEOID18
 JU4228  DYNAMIC HEIGHT  -         19.171 (meters)       62.90  (feet) COMP
 JU4228  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 JU4228
 JU4228  VERT ORDER      -  FIRST     CLASS II
 JU4228
 JU4228.The horizontal coordinates were determined by differentially corrected
 JU4228.hand held GPS observations or other comparable positioning techniques
 JU4228.and have an estimated accuracy of +/- 3 meters.
 JU4228
 JU4228.The orthometric height was determined by differential leveling and
 JU4228.adjusted by the NATIONAL GEODETIC SURVEY
 JU4228.in January 1994.
 JU4228
 JU4228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4228.GEOID18 height accuracy estimate available here.
 JU4228
 JU4228.Click photographs - Photos may exist for this station.
 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       -    59,904.4     127,500.6     MT  (+/- 3 meters HH1 GPS) 
 JU4228
 JU4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2057558162(NAD 83)
 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
 JU4228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4228.See file dsdata.pdf to determine how the superseded data were derived.
 JU4228
 JU4228_MARKER: DR = REFERENCE MARK DISK
 JU4228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4228_STAMPING: ESTELL NO 3 1932
 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 - January 15, 2007
 JU4228
 JU4228  HISTORY     - Date     Condition        Report By
 JU4228  HISTORY     - 1932     MONUMENTED       CGS
 JU4228  HISTORY     - 19900713 GOOD             NJGS
 JU4228  HISTORY     - 20070115 GOOD             INDIV
 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.
 JU4228
 JU4228                          STATION RECOVERY (2007)
 JU4228
 JU4228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HBH)
 JU4228'ESTELL RM 3 WAS RECOVERED AS DESCRIBED. THE STATION NOW PROJECTS 1 FT.
 JU4228'DUE TO GRADING OF THE DIRT ROAD. A CELL PHONE TOWER IS NOW LOCATED
 JU4228'NEAR R.M. NO. 3 AT THE SOUTHEAST CORNER OF THE CLOSED LANDFILL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5150 ***********************************************************************
 KV5150  DESIGNATION -  EVANS
 KV5150  PID         -  KV5150
 KV5150  STATE/COUNTY-  NJ/MONMOUTH
 KV5150  COUNTRY     -  US
 KV5150  USGS QUAD   -  ASBURY PARK (2019)
 KV5150
 KV5150                         *CURRENT SURVEY CONTROL
 KV5150  ______________________________________________________________________
 KV5150* NAD 83(2011) POSITION- 40 11 01.77075(N) 074 03 57.82451(W)   ADJUSTED
 KV5150* NAD 83(2011) ELLIP HT-    -7.854 (meters)        (06/27/12)   ADJUSTED
 KV5150* NAD 83(2011) EPOCH   -  2010.00
 KV5150* NAVD 88 ORTHO HEIGHT -    25.0   (meters)       82.    (feet) GPS OBS
 KV5150  ______________________________________________________________________
 KV5150  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5150  GEOID HEIGHT    -        -32.834 (meters)                     GEOID18
 KV5150  NAD 83(2011) X  -  1,339,578.926 (meters)                     COMP
 KV5150  NAD 83(2011) Y  - -4,692,078.336 (meters)                     COMP
 KV5150  NAD 83(2011) Z  -  4,093,595.385 (meters)                     COMP
 KV5150  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 KV5150
 KV5150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5150  Standards:
 KV5150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5150  -------------------------------------------------------------------
 KV5150  NETWORK    0.68   1.23           0.31   0.24   0.63     -0.02865164
 KV5150  -------------------------------------------------------------------
 KV5150  Click here for local accuracies and other accuracy information.
 KV5150
 KV5150.The horizontal coordinates were established by GPS observations
 KV5150.and adjusted by the National Geodetic Survey in June 2012.
 KV5150
 KV5150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5150.been affixed to the stable North American tectonic plate. See 
 KV5150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5150
 KV5150.The horizontal coordinates are valid at the epoch date displayed above
 KV5150.which is a decimal equivalence of Year/Month/Day.
 KV5150
 KV5150.The orthometric height was determined by GPS observations and a
 KV5150.high-resolution geoid model.
 KV5150
 KV5150.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5150.GEOID18 height accuracy estimate available here.
 KV5150
 KV5150.Click photographs - Photos may exist for this station.
 KV5150
 KV5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5150
 KV5150.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5150
 KV5150.The ellipsoidal height was determined by GPS observations
 KV5150.and is referenced to NAD 83.
 KV5150
 KV5150. The following values were computed from the NAD 83(2011) position.
 KV5150
 KV5150;                    North         East     Units Scale Factor Converg.
 KV5150;SPC NJ       -   150,013.947   186,952.416   MT  0.99991680   +0 16 48.0
 KV5150;SPC NJ       -   492,170.76    613,359.72   sFT  0.99991680   +0 16 48.0
 KV5150;UTM  18      - 4,448,578.476   579,507.048   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       -  EVANS AZ MK                              263 08 12.7
 KV5150:UTM  18      -  EVANS AZ MK                              262 48 51.2
 KV5150
 KV5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7950748578(NAD 83)
 KV5150
 KV5150|---------------------------------------------------------------------|
 KV5150| PID    Reference Object                     Distance      Geod. Az  |
 KV5150|                                                           dddmmss.s |
 KV5150| KV5181 OAKHURST US ARMY TOWER              APPROX. 6.5 KM 0182318.9 |
 KV5150| KV5173 TOWER 296                           214.294 METERS 03250     |
 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  NAD 83(2007)-  40 11 01.77126(N)    074 03 57.82498(W) AD(2002.00) 0
 KV5150  ELLIP H (02/10/07)   -7.856  (m)                       GP(2002.00)    
 KV5150  ELLIP H (10/23/02)   -7.839  (m)                       GP(       ) 4 1
 KV5150  NAD 83(1996)-  40 11 01.77108(N)    074 03 57.82496(W) AD(       ) 1
 KV5150  ELLIP H (05/14/99)   -7.859  (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)   -7.803  (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  NAVD 88 (02/25/94)   25.0    (m)  GEOID93  model used  GPS OBS        
 KV5150  NGVD 29              24.24   (m)           79.5    (f) LEVELING    3  
 KV5150
 KV5150.Superseded values are not recommended for survey control.
 KV5150
 KV5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5150.See file dsdata.pdf to determine how the superseded data were derived.
 KV5150
 KV5150_MARKER: DS = TRIANGULATION STATION DISK
 KV5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5150_STAMPING: EVANS 1944
 KV5150_MARK LOGO: CGS
 KV5150_PROJECTION: FLUSH
 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 - April 13, 2022
 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  HISTORY     - 20220413 GOOD             AAAS
 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'
 KV5150
 KV5150                          STATION RECOVERY (2022)
 KV5150
 KV5150'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV5150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5147 ***********************************************************************
 KV5147  DESIGNATION -  EVANS MAST MARK USSC 1944
 KV5147  PID         -  KV5147
 KV5147  STATE/COUNTY-  NJ/MONMOUTH
 KV5147  COUNTRY     -  US
 KV5147  USGS QUAD   -  ASBURY PARK (2019)
 KV5147
 KV5147                         *CURRENT SURVEY CONTROL
 KV5147  ______________________________________________________________________
 KV5147* NAD 83(1996) POSITION- 40 11 17.73535(N) 074 03 56.64597(W)   ADJUSTED
 KV5147* NAVD 88 ORTHO HEIGHT -    21.    (meters)       69.    (feet) SCALED
 KV5147  ______________________________________________________________________
 KV5147  GEOID HEIGHT    -        -32.824 (meters)                     GEOID18
 KV5147  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5147.GEOID18 height accuracy estimate available here.
 KV5147
 KV5147.Click photographs - Photos may exist for this station.
 KV5147
 KV5147.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5147
 KV5147. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7952949070(NAD 83)
 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
 KV5147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5147.See file dsdata.pdf to determine how the superseded data were derived.
 KV5147
 KV5147_MARKER: DD = SURVEY DISK
 KV5147_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5146 ***********************************************************************
 KV5146  DESIGNATION -  EVANS SIGNAL LAB RADIO MAST
 KV5146  PID         -  KV5146
 KV5146  STATE/COUNTY-  NJ/MONMOUTH
 KV5146  COUNTRY     -  US
 KV5146  USGS QUAD   -  ASBURY PARK (2019)
 KV5146
 KV5146                         *CURRENT SURVEY CONTROL
 KV5146  ______________________________________________________________________
 KV5146* NAD 83(1996) POSITION- 40 11 21.59785(N) 074 03 59.54298(W)   ADJUSTED
 KV5146  ______________________________________________________________________
 KV5146  GEOID HEIGHT    -        -32.820 (meters)                     GEOID18
 KV5146  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5146.GEOID18 height accuracy estimate available here.
 KV5146
 KV5146.Click photographs - Photos may exist for this station.
 KV5146
 KV5146.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5146
 KV5146. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7945949189(NAD 83)
 KV5146
 KV5146                          SUPERSEDED SURVEY CONTROL
 KV5146
 KV5146  NAD 83(1986)-  40 11 21.59543(N)    074 03 59.53929(W) AD(       ) 3
 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
 KV5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5146.See file dsdata.pdf to determine how the superseded data were derived.
 KV5146
 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 = JULY 24, 2026 22:12:30 EDT
 KV6645 ***********************************************************************
 KV6645  DESIGNATION -  EWING
 KV6645  PID         -  KV6645
 KV6645  STATE/COUNTY-  NJ/MERCER
 KV6645  COUNTRY     -  US
 KV6645  USGS QUAD   -  TRENTON WEST (2016)
 KV6645
 KV6645                         *CURRENT SURVEY CONTROL
 KV6645  ______________________________________________________________________
 KV6645* NAD 83(2011) POSITION- 40 14 40.51113(N) 074 46 00.30726(W)   ADJUSTED
 KV6645* NAD 83(2011) ELLIP HT-   -11.120 (meters)        (06/27/12)   ADJUSTED
 KV6645* NAD 83(2011) EPOCH   -  2010.00
 KV6645* NAVD 88 ORTHO HEIGHT -    22.135 (meters)       72.62  (feet) ADJUSTED
 KV6645  ______________________________________________________________________
 KV6645  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 KV6645  NAD 83(2011) X  -  1,280,953.947 (meters)                     COMP
 KV6645  NAD 83(2011) Y  - -4,703,903.805 (meters)                     COMP
 KV6645  NAD 83(2011) Z  -  4,098,745.406 (meters)                     COMP
 KV6645  LAPLACE CORR    -          4.72  (seconds)                    DEFLEC18
 KV6645  DYNAMIC HEIGHT  -         22.125 (meters)       72.59  (feet) COMP
 KV6645  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 KV6645
 KV6645  VERT ORDER      -  FIRST     CLASS II
 KV6645
 KV6645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6645  Standards:
 KV6645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6645  -------------------------------------------------------------------
 KV6645  NETWORK    0.74   0.86           0.32   0.28   0.44      0.07948514
 KV6645  -------------------------------------------------------------------
 KV6645  Click here for local accuracies and other accuracy information.
 KV6645
 KV6645.The horizontal coordinates were established by GPS observations
 KV6645.and adjusted by the National Geodetic Survey in June 2012.
 KV6645
 KV6645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6645.been affixed to the stable North American tectonic plate. See 
 KV6645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6645
 KV6645.The horizontal coordinates are valid at the epoch date displayed above
 KV6645.which is a decimal equivalence of Year/Month/Day.
 KV6645
 KV6645.The orthometric height was determined by differential leveling and
 KV6645.adjusted by the NATIONAL GEODETIC SURVEY
 KV6645.in January 1994.
 KV6645
 KV6645.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6645.GEOID18 height accuracy estimate available here.
 KV6645
 KV6645.Click photographs - Photos may exist for this station.
 KV6645
 KV6645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6645
 KV6645.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6645
 KV6645.The ellipsoidal height was determined by GPS observations
 KV6645.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6645
 KV6645;                    North         East     Units Scale Factor Converg.
 KV6645;SPC NJ       -   156,703.963   127,304.753   MT  0.99990634   -0 10 20.4
 KV6645;SPC NJ       -   514,119.59    417,665.68   sFT  0.99990634   -0 10 20.4
 KV6645;SPC PA S     -   105,467.549   853,782.884   MT  0.99996594   +1 56 07.8
 KV6645;SPC PA S     -   346,021.45  2,801,119.35   sFT  0.99996594   +1 56 07.8
 KV6645;UTM  18      - 4,454,930.583   519,838.769   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1983854930(NAD 83)
 KV6645
 KV6645                          SUPERSEDED SURVEY CONTROL
 KV6645
 KV6645  NAD 83(2007)-  40 14 40.51152(N)    074 46 00.30803(W) AD(2002.00) 0
 KV6645  ELLIP H (02/10/07)  -11.107  (m)                       GP(2002.00)    
 KV6645  ELLIP H (10/23/02)  -11.081  (m)                       GP(       ) 4 1
 KV6645  NAD 83(1996)-  40 14 40.51185(N)    074 46 00.30825(W) AD(       ) 1
 KV6645  ELLIP H (05/14/99)  -11.067  (m)                       GP(       ) 4 1
 KV6645  NAD 83(1986)-  40 14 40.51127(N)    074 46 00.31077(W) AD(       ) 1
 KV6645  NGVD 29              22.45   (m)           73.7    (f) LEVELING    3  
 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
 KV6645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6645.See file dsdata.pdf to determine how the superseded data were derived.
 KV6645
 KV6645_MARKER: DD = SURVEY DISK
 KV6645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6645_STAMPING: EWING
 KV6645_MARK LOGO: HRR
 KV6645_PROJECTION: FLUSH
 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 - September 05, 2017
 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  HISTORY     - 20140618 GOOD             JCLS
 KV6645  HISTORY     - 20170905 GOOD             PBCONS
 KV6645  HISTORY     - 20200227 GOOD             NJGS
 KV6645  HISTORY     - 20240605 GOOD             AAAS
 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.
 KV6645
 KV6645                          STATION RECOVERY (2014)
 KV6645
 KV6645'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 KV6645'RECOVERED IN GOOD CONDITION.
 KV6645
 KV6645                          STATION RECOVERY (2017)
 KV6645
 KV6645'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 KV6645'RECOVERED IN GOOD CONDITION.
 KV6645
 KV6645                          STATION RECOVERY (2020)
 KV6645
 KV6645'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6645'A TREE HAS BEEN PLANTED WITHIN ABOUT 2 FT (0.6 M) OF THE DISK.  LONG
 KV6645'TERM THE MONUMENT MAY BE SUSCEPTIBLE TO MOVEMENT AS THE TREE GROWS AS
 KV6645'WELL AS ISSUES WITH SATELLITE OBSERVATIONS.
 KV6645
 KV6645                          STATION RECOVERY (2024)
 KV6645
 KV6645'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5778 ***********************************************************************
 KV5778  DESIGNATION -  EWING PRESBYTERIAN CH SPIRE
 KV5778  PID         -  KV5778
 KV5778  STATE/COUNTY-  NJ/MERCER
 KV5778  COUNTRY     -  US
 KV5778  USGS QUAD   -  PENNINGTON (2019)
 KV5778
 KV5778                         *CURRENT SURVEY CONTROL
 KV5778  ______________________________________________________________________
 KV5778* NAD 83(1996) POSITION- 40 16 14.42038(N) 074 48 01.27770(W)   ADJUSTED
 KV5778  ______________________________________________________________________
 KV5778  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 KV5778  LAPLACE CORR    -          4.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5778.GEOID18 height accuracy estimate available here.
 KV5778
 KV5778.Click photographs - Photos may exist for this station.
 KV5778
 KV5778.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5778
 KV5778. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1697457819(NAD 83)
 KV5778
 KV5778                          SUPERSEDED SURVEY CONTROL
 KV5778
 KV5778  NAD 83(1986)-  40 16 14.41761(N)    074 48 01.28002(W) AD(       ) 3
 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
 KV5778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5778.See file dsdata.pdf to determine how the superseded data were derived.
 KV5778
 KV5778_MARKER: 90 = CHURCH SPIRE
 KV5778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5778+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2007
 KV5778
 KV5778  HISTORY     - Date     Condition        Report By
 KV5778  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5778  HISTORY     - 1977     GOOD             NGS
 KV5778  HISTORY     - 20070419 GOOD             UE
 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.
 KV5778
 KV5778                          STATION RECOVERY (2007)
 KV5778
 KV5778'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AJ8908 ***********************************************************************
 AJ8908  SACS        -  This is a Secondary Airport Control Station.
 AJ8908  DESIGNATION -  EWR E
 AJ8908  PID         -  AJ8908
 AJ8908  STATE/COUNTY-  NJ/ESSEX
 AJ8908  COUNTRY     -  US
 AJ8908  USGS QUAD   -  ELIZABETH (2016)
 AJ8908
 AJ8908                         *CURRENT SURVEY CONTROL
 AJ8908  ______________________________________________________________________
 AJ8908* NAD 83(2011) POSITION- 40 42 16.04863(N) 074 09 34.86345(W)   ADJUSTED
 AJ8908* NAD 83(2011) ELLIP HT-   -29.808 (meters)        (06/27/12)   ADJUSTED
 AJ8908* NAD 83(2011) EPOCH   -  2010.00
 AJ8908* NAVD 88 ORTHO HEIGHT -     2.50  (meters)        8.2   (feet) GPS OBS
 AJ8908  ______________________________________________________________________
 AJ8908  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8908  GEOID HEIGHT    -        -32.246 (meters)                     GEOID99
 AJ8908  GEOID HEIGHT    -        -32.288 (meters)                     GEOID18
 AJ8908  NAD 83(2011) X  -  1,321,668.892 (meters)                     COMP
 AJ8908  NAD 83(2011) Y  - -4,658,165.784 (meters)                     COMP
 AJ8908  NAD 83(2011) Z  -  4,137,578.577 (meters)                     COMP
 AJ8908  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 AJ8908
 AJ8908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8908  Standards:
 AJ8908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8908  -------------------------------------------------------------------
 AJ8908  NETWORK    0.57   1.23           0.26   0.20   0.63      0.03243813
 AJ8908  -------------------------------------------------------------------
 AJ8908  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AJ8908
 AJ8908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8908.been affixed to the stable North American tectonic plate. See 
 AJ8908.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8908
 AJ8908.The horizontal coordinates are valid at the epoch date displayed above
 AJ8908.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AJ8908
 AJ8908.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8908.GEOID18 height accuracy estimate available here.
 AJ8908
 AJ8908.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AJ8908
 AJ8908.The ellipsoidal height was determined by GPS observations
 AJ8908.and is referenced to NAD 83.
 AJ8908
 AJ8908. The following values were computed from the NAD 83(2011) position.
 AJ8908
 AJ8908;                    North         East     Units Scale Factor Converg.
 AJ8908;SPC NJ       -   207,786.288   178,757.187   MT  0.99991018   +0 13 19.0
 AJ8908;SPC NJ       -   681,712.18    586,472.54   sFT  0.99991018   +0 13 19.0
 AJ8908;UTM  18      - 4,506,289.433   570,986.954   MT  0.99966202   +0 32 52.9
 AJ8908
 AJ8908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8908!SPC NJ       -   1.00000468  x   0.99991018  =   0.99991486
 AJ8908!UTM  18      -   1.00000468  x   0.99966202  =   0.99966669
 AJ8908
 AJ8908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7098606289(NAD 83)
 AJ8908
 AJ8908                          SUPERSEDED SURVEY CONTROL
 AJ8908
 AJ8908  NAD 83(2007)-  40 42 16.04890(N)    074 09 34.86437(W) AD(2002.00) 0
 AJ8908  ELLIP H (02/10/07)  -29.799  (m)                       GP(2002.00)    
 AJ8908  ELLIP H (04/03/03)  -29.798  (m)                       GP(       ) 2 2
 AJ8908  NAD 83(1996)-  40 42 16.04898(N)    074 09 34.86438(W) AD(       ) 1
 AJ8908  ELLIP H (04/15/02)  -29.799  (m)                       GP(       ) 2 2
 AJ8908
 AJ8908.Superseded values are not recommended for survey control.
 AJ8908
 AJ8908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8908.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8908
 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                          STATION RECOVERY (2004)
 AJ8908
 AJ8908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SML)
 AJ8908'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AJ8907 ***********************************************************************
 AJ8907  PACS        -  This is a Primary Airport Control Station.
 AJ8907  DESIGNATION -  EWR F
 AJ8907  PID         -  AJ8907
 AJ8907  STATE/COUNTY-  NJ/ESSEX
 AJ8907  COUNTRY     -  US
 AJ8907  USGS QUAD   -  ELIZABETH (2016)
 AJ8907
 AJ8907                         *CURRENT SURVEY CONTROL
 AJ8907  ______________________________________________________________________
 AJ8907* NAD 83(2011) POSITION- 40 41 25.97582(N) 074 09 52.39175(W)   ADJUSTED
 AJ8907* NAD 83(2011) ELLIP HT-   -30.530 (meters)        (06/27/12)   ADJUSTED
 AJ8907* NAD 83(2011) EPOCH   -  2010.00
 AJ8907* NAVD 88 ORTHO HEIGHT -     1.79  (meters)        5.9   (feet) GPS OBS
 AJ8907  ______________________________________________________________________
 AJ8907  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8907  GEOID HEIGHT    -        -32.262 (meters)                     GEOID99
 AJ8907  GEOID HEIGHT    -        -32.301 (meters)                     GEOID18
 AJ8907  NAD 83(2011) X  -  1,321,547.719 (meters)                     COMP
 AJ8907  NAD 83(2011) Y  - -4,659,246.495 (meters)                     COMP
 AJ8907  NAD 83(2011) Z  -  4,136,407.069 (meters)                     COMP
 AJ8907  LAPLACE CORR    -          5.92  (seconds)                    DEFLEC18
 AJ8907
 AJ8907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8907  Standards:
 AJ8907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8907  -------------------------------------------------------------------
 AJ8907  NETWORK    0.53   1.22           0.24   0.19   0.62      0.02572799
 AJ8907  -------------------------------------------------------------------
 AJ8907  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AJ8907
 AJ8907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8907.been affixed to the stable North American tectonic plate. See 
 AJ8907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8907
 AJ8907.The horizontal coordinates are valid at the epoch date displayed above
 AJ8907.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AJ8907
 AJ8907.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8907.GEOID18 height accuracy estimate available here.
 AJ8907
 AJ8907.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AJ8907
 AJ8907.The ellipsoidal height was determined by GPS observations
 AJ8907.and is referenced to NAD 83.
 AJ8907
 AJ8907. The following values were computed from the NAD 83(2011) position.
 AJ8907
 AJ8907;                    North         East     Units Scale Factor Converg.
 AJ8907;SPC NJ       -   206,240.276   178,351.647   MT  0.99990989   +0 13 07.3
 AJ8907;SPC NJ       -   676,639.97    585,142.03   sFT  0.99990989   +0 13 07.3
 AJ8907;UTM  18      - 4,504,741.522   570,590.317   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7059004741(NAD 83)
 AJ8907
 AJ8907                          SUPERSEDED SURVEY CONTROL
 AJ8907
 AJ8907  NAD 83(2007)-  40 41 25.97609(N)    074 09 52.39267(W) AD(2002.00) 0
 AJ8907  ELLIP H (02/10/07)  -30.522  (m)                       GP(2002.00)    
 AJ8907  ELLIP H (01/21/03)  -30.521  (m)                       GP(       ) 2 1
 AJ8907  NAD 83(1996)-  40 41 25.97612(N)    074 09 52.39282(W) AD(       ) B
 AJ8907  ELLIP H (04/15/02)  -30.522  (m)                       GP(       ) 2 1
 AJ8907
 AJ8907.Superseded values are not recommended for survey control.
 AJ8907
 AJ8907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8907.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8907
 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                          STATION RECOVERY (2004)
 AJ8907
 AJ8907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SML)
 AJ8907'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0742 ***********************************************************************
 KV0742  DESIGNATION -  F 1
 KV0742  PID         -  KV0742
 KV0742  STATE/COUNTY-  NJ/MONMOUTH
 KV0742  COUNTRY     -  US
 KV0742  USGS QUAD   -  KEYPORT (2016)
 KV0742
 KV0742                         *CURRENT SURVEY CONTROL
 KV0742  ______________________________________________________________________
 KV0742* NAD 83(1986) POSITION- 40 26 37.     (N) 074 09 09.     (W)   SCALED
 KV0742* NAVD 88 ORTHO HEIGHT -     3.762 (meters)       12.34  (feet) ADJUSTED
 KV0742  ______________________________________________________________________
 KV0742  GEOID HEIGHT    -        -32.344 (meters)                     GEOID18
 KV0742  DYNAMIC HEIGHT  -          3.761 (meters)       12.34  (feet) COMP
 KV0742  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 KV0742
 KV0742  VERT ORDER      -  FIRST     CLASS II
 KV0742
 KV0742.The horizontal coordinates were scaled from a map and have
 KV0742.an estimated accuracy of +/- 6 seconds.
 KV0742
 KV0742.The orthometric height was determined by differential leveling and
 KV0742.adjusted by the NATIONAL GEODETIC SURVEY
 KV0742.in June 1991.
 KV0742
 KV0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0742.GEOID18 height accuracy estimate available here.
 KV0742
 KV0742.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK718773(NAD 83)
 KV0742
 KV0742                          SUPERSEDED SURVEY CONTROL
 KV0742
 KV0742  NGVD 29 (04/16/92)    4.037  (m)           13.24   (f) ADJUSTED    1 2
 KV0742  NGVD 29 (??/??/87)    4.126  (m)           13.54   (f) SUPERSEDED  1 2
 KV0742
 KV0742.Superseded values are not recommended for survey control.
 KV0742
 KV0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0742.See file dsdata.pdf to determine how the superseded data were derived.
 KV0742
 KV0742_MARKER: DB = BENCH MARK DISK
 KV0742_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0742_SP_SET: BRIDGE ABUTMENT
 KV0742_STAMPING: F 1 13.576
 KV0742_MARK LOGO: CGS
 KV0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0742
 KV0742  HISTORY     - Date     Condition        Report By
 KV0742  HISTORY     - 1914     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  HISTORY     - 20171006 MARK NOT FOUND   NJGS
 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.
 KV0742
 KV0742                          STATION RECOVERY (2017)
 KV0742
 KV0742'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KV0742'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.  ABUTMENT
 KV0742'EXISTS BUT NO STATION FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0662 ***********************************************************************
 JU0662  DESIGNATION -  F 10
 JU0662  PID         -  JU0662
 JU0662  STATE/COUNTY-  NJ/GLOUCESTER
 JU0662  COUNTRY     -  US
 JU0662  USGS QUAD   -  BRIDGEPORT (2019)
 JU0662
 JU0662                         *CURRENT SURVEY CONTROL
 JU0662  ______________________________________________________________________
 JU0662* NAD 83(1986) POSITION- 39 47 46.82   (N) 075 21 40.73   (W)   HD_HELD1
 JU0662* NAVD 88 ORTHO HEIGHT -     0.478 (meters)        1.57  (feet) POSTED
 JU0662  ______________________________________________________________________
 JU0662  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 JU0662  DYNAMIC HEIGHT  -          0.48  (meters)        1.6   (feet) COMP
 JU0662  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 JU0662
 JU0662  VERT ORDER      -  * POSTED, SEE BELOW
 JU0662
 JU0662.The horizontal coordinates were determined by differentially corrected
 JU0662.hand held GPS observations or other comparable positioning techniques
 JU0662.and have an estimated accuracy of +/- 3 meters.
 JU0662
 JU0662.The orthometric height was determined by differential leveling
 JU0662.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0662
 JU0662.* This is a POSTED BENCH MARK height.
 JU0662
 JU0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0662.GEOID18 height accuracy estimate available here.
 JU0662
 JU0662.Click photographs - Photos may exist for this station.
 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       -   107,258.5      76,237.9     MT  (+/- 3 meters HH1 GPS) 
 JU0662
 JU0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6906605215(NAD 83)
 JU0662
 JU0662                          SUPERSEDED SURVEY CONTROL
 JU0662
 JU0662  NGVD 29 (11/26/84)    0.832  (m)            2.73   (f) ADJUSTED    1 2
 JU0662
 JU0662.Superseded values are not recommended for survey control.
 JU0662
 JU0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0662.See file dsdata.pdf to determine how the superseded data were derived.
 JU0662
 JU0662_MARKER: DB = BENCH MARK DISK
 JU0662_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0662_SP_SET: CULVERT
 JU0662_STAMPING: 2.730 F 10 1930
 JU0662_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2335 ***********************************************************************
 JU2335  DESIGNATION -  F 100
 JU2335  PID         -  JU2335
 JU2335  STATE/COUNTY-  NJ/CAPE MAY
 JU2335  COUNTRY     -  US
 JU2335  USGS QUAD   -  WOODBINE (2019)
 JU2335
 JU2335                         *CURRENT SURVEY CONTROL
 JU2335  ______________________________________________________________________
 JU2335* NAD 83(2011) POSITION- 39 09 03.86511(N) 074 45 46.92828(W)   ADJUSTED
 JU2335* NAD 83(2011) ELLIP HT-   -30.211 (meters)        (06/27/12)   ADJUSTED
 JU2335* NAD 83(2011) EPOCH   -  2010.00
 JU2335* NAVD 88 ORTHO HEIGHT -     4.789 (meters)       15.71  (feet) ADJUSTED
 JU2335  ______________________________________________________________________
 JU2335  GEOID HEIGHT    -        -34.984 (meters)                     GEOID18
 JU2335  NAD 83(2011) X  -  1,301,635.924 (meters)                     COMP
 JU2335  NAD 83(2011) Y  - -4,778,629.266 (meters)                     COMP
 JU2335  NAD 83(2011) Z  -  4,005,318.101 (meters)                     COMP
 JU2335  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 JU2335  DYNAMIC HEIGHT  -          4.787 (meters)       15.71  (feet) COMP
 JU2335  MODELED GRAVITY -    980,075.8   (mgal)                       NAVD 88
 JU2335  OBS GRAVITY     -    980,075.7   (mgal)                       GRAV_OBS
 JU2335
 JU2335  VERT ORDER      -  FIRST     CLASS II
 JU2335
 JU2335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2335  Standards:
 JU2335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2335  -------------------------------------------------------------------
 JU2335  NETWORK    0.82   1.33           0.38   0.27   0.68     -0.14385296
 JU2335  -------------------------------------------------------------------
 JU2335  Click here for local accuracies and other accuracy information.
 JU2335
 JU2335.The horizontal coordinates were established by GPS observations
 JU2335.and adjusted by the National Geodetic Survey in June 2012.
 JU2335
 JU2335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2335.been affixed to the stable North American tectonic plate. See 
 JU2335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2335
 JU2335.The horizontal coordinates are valid at the epoch date displayed above
 JU2335.which is a decimal equivalence of Year/Month/Day.
 JU2335
 JU2335.The orthometric height was determined by differential leveling and
 JU2335.adjusted by the NATIONAL GEODETIC SURVEY
 JU2335.in June 1991.
 JU2335
 JU2335.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2335.GEOID18 height accuracy estimate available here.
 JU2335
 JU2335.Click photographs - Photos may exist for this station.
 JU2335
 JU2335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2335
 JU2335.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2335
 JU2335.The ellipsoidal height was determined by GPS observations
 JU2335.and is referenced to NAD 83.
 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
 JU2335.The observed gravity was obtained from relative gravimeter ties
 JU2335.to the IGSN71 gravity network.
 JU2335
 JU2335. The following values were computed from the NAD 83(2011) position.
 JU2335
 JU2335;                    North         East     Units Scale Factor Converg.
 JU2335;SPC NJ       -    35,303.468   127,264.960   MT  0.99990636   -0 09 57.9
 JU2335;SPC NJ       -   115,824.79    417,535.12   sFT  0.99990636   -0 09 57.9
 JU2335;UTM  18      - 4,333,568.338   520,475.466   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  =   0.99960990
 JU2335
 JU2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2047533568(NAD 83)
 JU2335
 JU2335                          SUPERSEDED SURVEY CONTROL
 JU2335
 JU2335  NAD 83(2007)-  39 09 03.86544(N)    074 45 46.92908(W) AD(2002.00) 0
 JU2335  ELLIP H (02/10/07)  -30.206  (m)                       GP(2002.00)    
 JU2335  ELLIP H (10/23/02)  -30.189  (m)                       GP(       ) 4 1
 JU2335  NAD 83(1996)-  39 09 03.86537(N)    074 45 46.92899(W) AD(       ) 1
 JU2335  ELLIP H (05/14/99)  -30.205  (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)  -30.314  (m)                       GP(       ) 3 1
 JU2335  NAVD 88               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
 JU2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2335.See file dsdata.pdf to determine how the superseded data were derived.
 JU2335
 JU2335_MARKER: I = METAL ROD
 JU2335_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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  HISTORY     - 20090919 MARK NOT FOUND   INDIV
 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.
 JU2335
 JU2335                          STATION RECOVERY (2009)
 JU2335
 JU2335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU2335'STATION WAS NOT FOUND. IN 2008 THE INTERSECTION OF US ROUTE 9 AND NJ
 JU2335'ROUTE 83 WAS CHANGED REPLACING THE STOP SIGN AT THE END OF ROUTE 83
 JU2335'WITH TRAFFIC LIGHTS. THE TRAFFIC ISLAND WHERE THE STATION HAD BEEN
 JU2335'LOCATED WAS REMOVED AND REPLACED WITH TWO NEW ISLANDS WITH ROUTE 83
 JU2335'PASSING BETWEEN THEM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3412 ***********************************************************************
 KV3412  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3412  DESIGNATION -  F 101
 KV3412  PID         -  KV3412
 KV3412  STATE/COUNTY-  NJ/ESSEX
 KV3412  COUNTRY     -  US
 KV3412  USGS QUAD   -  ORANGE (2016)
 KV3412
 KV3412                         *CURRENT SURVEY CONTROL
 KV3412  ______________________________________________________________________
 KV3412* NAD 83(1986) POSITION- 40 47 11.8    (N) 074 08 54.7    (W)   HD_HELD2
 KV3412* NAVD 88 ORTHO HEIGHT -     4.938 (meters)       16.20  (feet) ADJUSTED
 KV3412  ______________________________________________________________________
 KV3412  GEOID HEIGHT    -        -32.240 (meters)                     GEOID18
 KV3412  DYNAMIC HEIGHT  -          4.936 (meters)       16.19  (feet) COMP
 KV3412  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 KV3412
 KV3412  VERT ORDER      -  FIRST     CLASS II
 KV3412
 KV3412.The horizontal coordinates were established by autonomous hand held GPS
 KV3412.observations and have an estimated accuracy of +/- 10 meters.
 KV3412
 KV3412.The orthometric height was determined by differential leveling and
 KV3412.adjusted by the NATIONAL GEODETIC SURVEY
 KV3412.in June 1991.
 KV3412
 KV3412.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3412.GEOID18 height accuracy estimate available here.
 KV3412
 KV3412.This Tidal Bench Mark is designated as VM 12914
 KV3412.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3412
 KV3412.Click photographs - Photos may exist for this station.
 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       -   216,912.      179,663.      MT  (+/- 10 meters HH2 GPS)
 KV3412
 KV3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7184015418(NAD 83)
 KV3412
 KV3412                          SUPERSEDED SURVEY CONTROL
 KV3412
 KV3412  NGVD 29 (11/26/84)    5.260  (m)           17.26   (f) ADJUSTED    1 2
 KV3412
 KV3412.Superseded values are not recommended for survey control.
 KV3412
 KV3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3412.See file dsdata.pdf to determine how the superseded data were derived.
 KV3412
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3412+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 KV3412
 KV3412  HISTORY     - Date     Condition        Report By
 KV3412  HISTORY     - 1979     MONUMENTED       NGS
 KV3412  HISTORY     - 20071009 GOOD             GEOCAC
 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.
 KV3412
 KV3412                          STATION RECOVERY (2007)
 KV3412
 KV3412'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3422 ***********************************************************************
 KV3422  DESIGNATION -  F 102
 KV3422  PID         -  KV3422
 KV3422  STATE/COUNTY-  NJ/BERGEN
 KV3422  COUNTRY     -  US
 KV3422  USGS QUAD   -  HACKENSACK (2019)
 KV3422
 KV3422                         *CURRENT SURVEY CONTROL
 KV3422  ______________________________________________________________________
 KV3422* NAD 83(1986) POSITION- 40 54 45.     (N) 074 04 37.     (W)   SCALED
 KV3422* NAVD 88 ORTHO HEIGHT -    12.305 (meters)       40.37  (feet) ADJUSTED
 KV3422  ______________________________________________________________________
 KV3422  GEOID HEIGHT    -        -31.970 (meters)                     GEOID18
 KV3422  DYNAMIC HEIGHT  -         12.300 (meters)       40.35  (feet) COMP
 KV3422  MODELED GRAVITY -    980,234.0   (mgal)                       NAVD 88
 KV3422
 KV3422  VERT ORDER      -  FIRST     CLASS II
 KV3422
 KV3422.The horizontal coordinates were scaled from a map and have
 KV3422.an estimated accuracy of +/- 6 seconds.
 KV3422
 KV3422.The orthometric height was determined by differential leveling and
 KV3422.adjusted by the NATIONAL GEODETIC SURVEY
 KV3422.in June 1991.
 KV3422
 KV3422.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3422.GEOID18 height accuracy estimate available here.
 KV3422
 KV3422.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL777294(NAD 83)
 KV3422
 KV3422                          SUPERSEDED SURVEY CONTROL
 KV3422
 KV3422  NGVD 29 (11/26/84)   12.611  (m)           41.37   (f) ADJUSTED    1 2
 KV3422
 KV3422.Superseded values are not recommended for survey control.
 KV3422
 KV3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3422.See file dsdata.pdf to determine how the superseded data were derived.
 KV3422
 KV3422_MARKER: I = METAL ROD
 KV3422_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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  HISTORY     - 20210518 MARK NOT FOUND   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.
 KV3422
 KV3422                          STATION RECOVERY (2021)
 KV3422
 KV3422'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV3422'THIS AREA WAS LEVELED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2270 ***********************************************************************
 LY2270  DESIGNATION -  F 103
 LY2270  PID         -  LY2270
 LY2270  STATE/COUNTY-  NJ/BERGEN
 LY2270  COUNTRY     -  US
 LY2270  USGS QUAD   -  RAMSEY (2019)
 LY2270
 LY2270                         *CURRENT SURVEY CONTROL
 LY2270  ______________________________________________________________________
 LY2270* NAD 83(1986) POSITION- 41 03 14.     (N) 074 07 52.     (W)   SCALED
 LY2270* NAVD 88 ORTHO HEIGHT -   120.226 (meters)      394.44  (feet) ADJUSTED
 LY2270  ______________________________________________________________________
 LY2270  GEOID HEIGHT    -        -31.960 (meters)                     GEOID18
 LY2270  DYNAMIC HEIGHT  -        120.177 (meters)      394.28  (feet) COMP
 LY2270  MODELED GRAVITY -    980,218.4   (mgal)                       NAVD 88
 LY2270
 LY2270  VERT ORDER      -  FIRST     CLASS II
 LY2270
 LY2270.The horizontal coordinates were scaled from a map and have
 LY2270.an estimated accuracy of +/- 6 seconds.
 LY2270
 LY2270.The orthometric height was determined by differential leveling and
 LY2270.adjusted by the NATIONAL GEODETIC SURVEY
 LY2270.in June 1991.
 LY2270
 LY2270.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2270.GEOID18 height accuracy estimate available here.
 LY2270
 LY2270.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL730451(NAD 83)
 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
 LY2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2270.See file dsdata.pdf to determine how the superseded data were derived.
 LY2270
 LY2270_MARKER: DV = VERTICAL CONTROL DISK
 LY2270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2270_STAMPING: F 103 1979
 LY2270_MARK LOGO: NGS
 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  HISTORY     - 20070422 GOOD             GEOCAC
 LY2270  HISTORY     - 20130621 GOOD             BOSWEL
 LY2270  HISTORY     - 20210701 MARK NOT FOUND   NJGS
 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.
 LY2270
 LY2270                          STATION RECOVERY (2007)
 LY2270
 LY2270'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY2270'PVC PIPE ENCLOSING STATIONS IS JUST ABOVE GROUND LEVEL.
 LY2270
 LY2270                          STATION RECOVERY (2013)
 LY2270
 LY2270'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 LY2270'RECOVERED IN GOOD CONDITION.
 LY2270
 LY2270                          STATION RECOVERY (2021)
 LY2270
 LY2270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY2270'NOT FOUND, TIES PLACE MONUMENT UNDER TREE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0055 ***********************************************************************
 KV0055  DESIGNATION -  F 11
 KV0055  PID         -  KV0055
 KV0055  STATE/COUNTY-  NJ/UNION
 KV0055  COUNTRY     -  US
 KV0055  USGS QUAD   -  ROSELLE (2019)
 KV0055
 KV0055                         *CURRENT SURVEY CONTROL
 KV0055  ______________________________________________________________________
 KV0055* NAD 83(1986) POSITION- 40 38 07.     (N) 074 15 57.     (W)   SCALED
 KV0055* NAVD 88 ORTHO HEIGHT -    18.676 (meters)       61.27  (feet) ADJUSTED
 KV0055  ______________________________________________________________________
 KV0055  GEOID HEIGHT    -        -32.561 (meters)                     GEOID18
 KV0055  DYNAMIC HEIGHT  -         18.668 (meters)       61.25  (feet) COMP
 KV0055  MODELED GRAVITY -    980,213.0   (mgal)                       NAVD 88
 KV0055
 KV0055  VERT ORDER      -  FIRST     CLASS I
 KV0055
 KV0055.The horizontal coordinates were scaled from a map and have
 KV0055.an estimated accuracy of +/- 6 seconds.
 KV0055
 KV0055.The orthometric height was determined by differential leveling and
 KV0055.adjusted by the NATIONAL GEODETIC SURVEY
 KV0055.in June 1991.
 KV0055
 KV0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0055.GEOID18 height accuracy estimate available here.
 KV0055
 KV0055.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK620985(NAD 83)
 KV0055
 KV0055                          SUPERSEDED SURVEY CONTROL
 KV0055
 KV0055  NGVD 29 (04/16/92)   19.002  (m)           62.34   (f) ADJUSTED    1 1
 KV0055  NGVD 29 (??/??/87)   19.016  (m)           62.39   (f) SUPERSEDED  1 1
 KV0055
 KV0055.Superseded values are not recommended for survey control.
 KV0055
 KV0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0055.See file dsdata.pdf to determine how the superseded data were derived.
 KV0055
 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_MARK LOGO: CGS
 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  HISTORY     - 20231007 GOOD             INDIV
 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.
 KV0055
 KV0055                          STATION RECOVERY (2023)
 KV0055
 KV0055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (RAF)
 KV0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0136 ***********************************************************************
 KV0136  DESIGNATION -  F 12
 KV0136  PID         -  KV0136
 KV0136  STATE/COUNTY-  NJ/BERGEN
 KV0136  COUNTRY     -  US
 KV0136  USGS QUAD   -  WEEHAWKEN (2016)
 KV0136
 KV0136                         *CURRENT SURVEY CONTROL
 KV0136  ______________________________________________________________________
 KV0136* NAD 83(1986) POSITION- 40 50 53.7    (N) 074 04 50.8    (W)   HD_HELD2
 KV0136* NAVD 88 ORTHO HEIGHT -    42.418 (meters)      139.17  (feet) ADJUSTED
 KV0136  ______________________________________________________________________
 KV0136  GEOID HEIGHT    -        -32.007 (meters)                     GEOID18
 KV0136  DYNAMIC HEIGHT  -         42.401 (meters)      139.11  (feet) COMP
 KV0136  MODELED GRAVITY -    980,234.3   (mgal)                       NAVD 88
 KV0136
 KV0136  VERT ORDER      -  FIRST     CLASS II
 KV0136
 KV0136.The horizontal coordinates were established by autonomous hand held GPS
 KV0136.observations and have an estimated accuracy of +/- 10 meters.
 KV0136
 KV0136.The orthometric height was determined by differential leveling and
 KV0136.adjusted by the NATIONAL GEODETIC SURVEY
 KV0136.in June 1991.
 KV0136
 KV0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0136.GEOID18 height accuracy estimate available here.
 KV0136
 KV0136.Click photographs - Photos may exist for this station.
 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       -   223,782.      185,349.      MT  (+/- 10 meters HH2 GPS)
 KV0136
 KV0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7748522318(NAD 83)
 KV0136
 KV0136                          SUPERSEDED SURVEY CONTROL
 KV0136
 KV0136  NGVD 29 (11/26/84)   42.726  (m)          140.18   (f) ADJUSTED    1 2
 KV0136
 KV0136.Superseded values are not recommended for survey control.
 KV0136
 KV0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0136.See file dsdata.pdf to determine how the superseded data were derived.
 KV0136
 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_MARK LOGO: CGS
 KV0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0136+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2015
 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  HISTORY     - 20150617 GOOD             BOSWEL
 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.
 KV0136
 KV0136                          STATION RECOVERY (2015)
 KV0136
 KV0136'RECOVERY NOTE BY BOSWELL ENGINEERING 2015 (AB)
 KV0136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0394 ***********************************************************************
 LY0394  DESIGNATION -  F 13
 LY0394  PID         -  LY0394
 LY0394  STATE/COUNTY-  NJ/MORRIS
 LY0394  COUNTRY     -  US
 LY0394  USGS QUAD   -  WANAQUE (2019)
 LY0394
 LY0394                         *CURRENT SURVEY CONTROL
 LY0394  ______________________________________________________________________
 LY0394* NAD 83(1986) POSITION- 41 00 08.     (N) 074 20 16.     (W)   SCALED
 LY0394* NAVD 88 ORTHO HEIGHT -    95.833 (meters)      314.41  (feet) ADJUSTED
 LY0394  ______________________________________________________________________
 LY0394  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 LY0394  DYNAMIC HEIGHT  -         95.792 (meters)      314.28  (feet) COMP
 LY0394  MODELED GRAVITY -    980,200.7   (mgal)                       NAVD 88
 LY0394
 LY0394  VERT ORDER      -  FIRST     CLASS II
 LY0394
 LY0394.The horizontal coordinates were scaled from a map and have
 LY0394.an estimated accuracy of +/- 6 seconds.
 LY0394
 LY0394.The orthometric height was determined by differential leveling and
 LY0394.adjusted by the NATIONAL GEODETIC SURVEY
 LY0394.in June 1991.
 LY0394
 LY0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0394.GEOID18 height accuracy estimate available here.
 LY0394
 LY0394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL556392(NAD 83)
 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
 LY0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0394.See file dsdata.pdf to determine how the superseded data were derived.
 LY0394
 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_MARK LOGO: CGS
 LY0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0394+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2009
 LY0394
 LY0394  HISTORY     - Date     Condition        Report By
 LY0394  HISTORY     - 1933     MONUMENTED       CGS
 LY0394  HISTORY     - 1936     GOOD             CGS
 LY0394  HISTORY     - 1979     GOOD             NGS
 LY0394  HISTORY     - 20050827 GOOD             GEOCAC
 LY0394  HISTORY     - 20091118 GOOD             ESPPA
 LY0394
 LY0394                          STATION DESCRIPTION
 LY0394
 LY0394'DESCRIBED BY COAST AND 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.
 LY0394
 LY0394                          STATION RECOVERY (2009)
 LY0394
 LY0394'RECOVERY NOTE BY ENGINEERING SURVEYING 2009 (BRM)
 LY0394'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0727 ***********************************************************************
 LY0727  DESIGNATION -  F 14
 LY0727  PID         -  LY0727
 LY0727  STATE/COUNTY-  NJ/SUSSEX
 LY0727  COUNTRY     -  US
 LY0727  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0727
 LY0727                         *CURRENT SURVEY CONTROL
 LY0727  ______________________________________________________________________
 LY0727* NAD 83(1986) POSITION- 41 20 48.3    (N) 074 40 38.9    (W)   HD_HELD2
 LY0727* NAVD 88 ORTHO HEIGHT -   205.957 (meters)      675.71  (feet) ADJUSTED
 LY0727  ______________________________________________________________________
 LY0727  GEOID HEIGHT    -        -32.181 (meters)                     GEOID18
 LY0727  DYNAMIC HEIGHT  -        205.869 (meters)      675.42  (feet) COMP
 LY0727  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 LY0727
 LY0727  VERT ORDER      -  FIRST     CLASS II
 LY0727
 LY0727.The horizontal coordinates were established by autonomous hand held GPS
 LY0727.observations and have an estimated accuracy of +/- 10 meters.
 LY0727
 LY0727.The orthometric height was determined by differential leveling and
 LY0727.adjusted by the NATIONAL GEODETIC SURVEY
 LY0727.in June 1991.
 LY0727
 LY0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0727.GEOID18 height accuracy estimate available here.
 LY0727
 LY0727.Click photographs - Photos may exist for this station.
 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       -   279,068.      135,148.      MT  (+/- 10 meters HH2 GPS)
 LY0727
 LY0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2698277300(NAD 83)
 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
 LY0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0727.See file dsdata.pdf to determine how the superseded data were derived.
 LY0727
 LY0727_MARKER: DB = BENCH MARK DISK
 LY0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0727_STAMPING: 676.272 F 14 1933
 LY0727_MARK LOGO: CGS
 LY0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0727+STABILITY: SURFACE MOTION
 LY0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0727+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2007
 LY0727
 LY0727  HISTORY     - Date     Condition        Report By
 LY0727  HISTORY     - 1933     MONUMENTED       CGS
 LY0727  HISTORY     - 1934     GOOD             CGS
 LY0727  HISTORY     - 20070602 GOOD             GEOCAC
 LY0727
 LY0727                          STATION DESCRIPTION
 LY0727
 LY0727'DESCRIBED BY COAST AND 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.
 LY0727
 LY0727                          STATION RECOVERY (2007)
 LY0727
 LY0727'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY0727'THE STATION IS LOCATED SOUTHWEST OF BRIDGE, AND SOUTH OF
 LY0727'TRAIL/OLD ROAD.  FIDDLERS ELBOW IS A PRIVATE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1271 ***********************************************************************
 KV1271  DESIGNATION -  F 15
 KV1271  PID         -  KV1271
 KV1271  STATE/COUNTY-  NJ/MORRIS
 KV1271  COUNTRY     -  US
 KV1271  USGS QUAD   -  TRANQUILITY (2016)
 KV1271
 KV1271                         *CURRENT SURVEY CONTROL
 KV1271  ______________________________________________________________________
 KV1271* NAD 83(1986) POSITION- 40 54 26.     (N) 074 45 31.     (W)   SCALED
 KV1271* NAVD 88 ORTHO HEIGHT -   222.850 (meters)      731.13  (feet) ADJUSTED
 KV1271  ______________________________________________________________________
 KV1271  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 KV1271  DYNAMIC HEIGHT  -        222.749 (meters)      730.80  (feet) COMP
 KV1271  MODELED GRAVITY -    980,167.1   (mgal)                       NAVD 88
 KV1271
 KV1271  VERT ORDER      -  SECOND    CLASS 0
 KV1271
 KV1271.The horizontal coordinates were scaled from a map and have
 KV1271.an estimated accuracy of +/- 6 seconds.
 KV1271
 KV1271.The orthometric height was determined by differential leveling and
 KV1271.adjusted by the NATIONAL GEODETIC SURVEY
 KV1271.in June 1991.
 KV1271
 KV1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1271.GEOID18 height accuracy estimate available here.
 KV1271
 KV1271.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL203284(NAD 83)
 KV1271
 KV1271                          SUPERSEDED SURVEY CONTROL
 KV1271
 KV1271  NGVD 29 (11/26/84)  223.070  (m)          731.86   (f) ADJUSTED    2 0
 KV1271
 KV1271.Superseded values are not recommended for survey control.
 KV1271
 KV1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1271.See file dsdata.pdf to determine how the superseded data were derived.
 KV1271
 KV1271_MARKER: DB = BENCH MARK DISK
 KV1271_SETTING: 66 = SET IN ROCK OUTCROP
 KV1271_STAMPING: 731.855 F 15 1933
 KV1271_MARK LOGO: CGS
 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  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 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.
 KV1271
 KV1271                          STATION RECOVERY (2007)
 KV1271
 KV1271'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV1271'THERE IS ABOUT TWO FEET OF BALLAST FILL BETWEEN THE THE TRACKS AND THE
 KV1271'SMALL ROCK CLIFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2042 ***********************************************************************
 KV2042  DESIGNATION -  F 18
 KV2042  PID         -  KV2042
 KV2042  STATE/COUNTY-  NJ/HUNTERDON
 KV2042  COUNTRY     -  US
 KV2042  USGS QUAD   -  LUMBERVILLE (2019)
 KV2042
 KV2042                         *CURRENT SURVEY CONTROL
 KV2042  ______________________________________________________________________
 KV2042* NAD 83(1986) POSITION- 40 25 08.1    (N) 075 03 26.2    (W)   HD_HELD2
 KV2042* NAVD 88 ORTHO HEIGHT -    28.223 (meters)       92.60  (feet) ADJUSTED
 KV2042  ______________________________________________________________________
 KV2042  GEOID HEIGHT    -        -34.126 (meters)                     GEOID18
 KV2042  DYNAMIC HEIGHT  -         28.210 (meters)       92.55  (feet) COMP
 KV2042  MODELED GRAVITY -    980,145.7   (mgal)                       NAVD 88
 KV2042
 KV2042  VERT ORDER      -  FIRST     CLASS I
 KV2042
 KV2042.The horizontal coordinates were established by autonomous hand held GPS
 KV2042.observations and have an estimated accuracy of +/- 10 meters.
 KV2042
 KV2042.The orthometric height was determined by differential leveling and
 KV2042.adjusted by the NATIONAL GEODETIC SURVEY
 KV2042.in June 1991.
 KV2042
 KV2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2042.GEOID18 height accuracy estimate available here.
 KV2042
 KV2042.Click photographs - Photos may exist for this station.
 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       -   176,175.      102,709.      MT  (+/- 10 meters HH2 GPS)
 KV2042
 KV2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9514074256(NAD 83)
 KV2042
 KV2042                          SUPERSEDED SURVEY CONTROL
 KV2042
 KV2042  NGVD 29 (01/10/92)   28.497  (m)           93.49   (f) ADJUSTED    1 1
 KV2042  NGVD 29 (??/??/87)   28.507  (m)           93.53   (f) SUPERSEDED  1 1
 KV2042
 KV2042.Superseded values are not recommended for survey control.
 KV2042
 KV2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2042.See file dsdata.pdf to determine how the superseded data were derived.
 KV2042
 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 - June 18, 2010
 KV2042
 KV2042  HISTORY     - Date     Condition        Report By
 KV2042  HISTORY     - 1935     MONUMENTED       CGS
 KV2042  HISTORY     - 1956     GOOD             CGS
 KV2042  HISTORY     - 19881010 GOOD             NJGS
 KV2042  HISTORY     - 20100618 GOOD             GEOCAC
 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.
 KV2042
 KV2042                          STATION RECOVERY (2010)
 KV2042
 KV2042'RECOVERY NOTE BY GEOCACHING 2010 (RAS)
 KV2042'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY NJGS IN 1988
 KV2042'WITH THE FOLLOWING OBSERVATIONS.  OLD ROUTE 29 IS NOW KNOWN AS BYRAM
 KV2042'LANE AKA OLD RIVER ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1390 ***********************************************************************
 KV1390  DESIGNATION -  F 19
 KV1390  PID         -  KV1390
 KV1390  STATE/COUNTY-  NJ/HUNTERDON
 KV1390  COUNTRY     -  US
 KV1390  USGS QUAD   -  FLEMINGTON (2019)
 KV1390
 KV1390                         *CURRENT SURVEY CONTROL
 KV1390  ______________________________________________________________________
 KV1390* NAD 83(1986) POSITION- 40 31 47.     (N) 074 50 15.     (W)   SCALED
 KV1390* NAVD 88 ORTHO HEIGHT -    36.049 (meters)      118.27  (feet) ADJUSTED
 KV1390  ______________________________________________________________________
 KV1390  GEOID HEIGHT    -        -33.760 (meters)                     GEOID18
 KV1390  DYNAMIC HEIGHT  -         36.033 (meters)      118.22  (feet) COMP
 KV1390  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 KV1390
 KV1390  VERT ORDER      -  SECOND    CLASS 0
 KV1390
 KV1390.The horizontal coordinates were scaled from a map and have
 KV1390.an estimated accuracy of +/- 6 seconds.
 KV1390
 KV1390.The orthometric height was determined by differential leveling and
 KV1390.adjusted by the NATIONAL GEODETIC SURVEY
 KV1390.in June 1991.
 KV1390
 KV1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1390.GEOID18 height accuracy estimate available here.
 KV1390
 KV1390.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK137865(NAD 83)
 KV1390
 KV1390                          SUPERSEDED SURVEY CONTROL
 KV1390
 KV1390  NGVD 29 (11/26/84)   36.296  (m)          119.08   (f) ADJUSTED    2 0
 KV1390
 KV1390.Superseded values are not recommended for survey control.
 KV1390
 KV1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1390.See file dsdata.pdf to determine how the superseded data were derived.
 KV1390
 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_MARK LOGO: CGS
 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  HISTORY     - 20210210 MARK NOT FOUND   NJGS
 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
 KV1390
 KV1390                          STATION RECOVERY (2021)
 KV1390
 KV1390'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1390'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0956 ***********************************************************************
 KV0956  DESIGNATION -  F 2
 KV0956  PID         -  KV0956
 KV0956  STATE/COUNTY-  NJ/MIDDLESEX
 KV0956  COUNTRY     -  US
 KV0956  USGS QUAD   -  JAMESBURG (2019)
 KV0956
 KV0956                         *CURRENT SURVEY CONTROL
 KV0956  ______________________________________________________________________
 KV0956* NAD 83(1986) POSITION- 40 21 50.     (N) 074 26 15.     (W)   SCALED
 KV0956* NAVD 88 ORTHO HEIGHT -    17.268 (meters)       56.65  (feet) ADJUSTED
 KV0956  ______________________________________________________________________
 KV0956  GEOID HEIGHT    -        -32.706 (meters)                     GEOID18
 KV0956  DYNAMIC HEIGHT  -         17.260 (meters)       56.63  (feet) COMP
 KV0956  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 KV0956
 KV0956  VERT ORDER      -  FIRST     CLASS II
 KV0956
 KV0956.The horizontal coordinates were scaled from a map and have
 KV0956.an estimated accuracy of +/- 6 seconds.
 KV0956
 KV0956.The orthometric height was determined by differential leveling and
 KV0956.adjusted by the NATIONAL GEODETIC SURVEY
 KV0956.in June 1991.
 KV0956
 KV0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0956.GEOID18 height accuracy estimate available here.
 KV0956
 KV0956.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK477682(NAD 83)
 KV0956
 KV0956                          SUPERSEDED SURVEY CONTROL
 KV0956
 KV0956  NGVD 29 (11/26/84)   17.617  (m)           57.80   (f) ADJUSTED    1 2
 KV0956
 KV0956.Superseded values are not recommended for survey control.
 KV0956
 KV0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0956.See file dsdata.pdf to determine how the superseded data were derived.
 KV0956
 KV0956_MARKER: DB = BENCH MARK DISK
 KV0956_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV0671 ***********************************************************************
 KV0671  DESIGNATION -  F 20
 KV0671  PID         -  KV0671
 KV0671  STATE/COUNTY-  NJ/UNION
 KV0671  COUNTRY     -  US
 KV0671  USGS QUAD   -  ROSELLE (2019)
 KV0671
 KV0671                         *CURRENT SURVEY CONTROL
 KV0671  ______________________________________________________________________
 KV0671* NAD 83(1986) POSITION- 40 43 00.     (N) 074 20 38.     (W)   SCALED
 KV0671* NAVD 88 ORTHO HEIGHT -    98.976 (meters)      324.72  (feet) ADJUSTED
 KV0671  ______________________________________________________________________
 KV0671  GEOID HEIGHT    -        -32.727 (meters)                     GEOID18
 KV0671  DYNAMIC HEIGHT  -         98.934 (meters)      324.59  (feet) COMP
 KV0671  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 KV0671
 KV0671  VERT ORDER      -  SECOND    CLASS 0
 KV0671
 KV0671.The horizontal coordinates were scaled from a map and have
 KV0671.an estimated accuracy of +/- 6 seconds.
 KV0671
 KV0671.The orthometric height was determined by differential leveling and
 KV0671.adjusted by the NATIONAL GEODETIC SURVEY
 KV0671.in June 1991.
 KV0671
 KV0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0671.GEOID18 height accuracy estimate available here.
 KV0671
 KV0671.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL554075(NAD 83)
 KV0671
 KV0671                          SUPERSEDED SURVEY CONTROL
 KV0671
 KV0671  NGVD 29 (11/26/84)   99.275  (m)          325.70   (f) ADJUSTED    2 0
 KV0671
 KV0671.Superseded values are not recommended for survey control.
 KV0671
 KV0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0671.See file dsdata.pdf to determine how the superseded data were derived.
 KV0671
 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  HISTORY     - 20130904 GOOD             BOSWEL
 KV0671  HISTORY     - 20130911 GOOD             BOSWEL
 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.
 KV0671
 KV0671                          STATION RECOVERY (2013)
 KV0671
 KV0671'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 KV0671'RECOVERED IN GOOD CONDITION.
 KV0671
 KV0671                          STATION RECOVERY (2013)
 KV0671
 KV0671'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 KV0671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1609 ***********************************************************************
 KV1609  DESIGNATION -  F 22
 KV1609  PID         -  KV1609
 KV1609  STATE/COUNTY-  NJ/WARREN
 KV1609  COUNTRY     -  US
 KV1609  USGS QUAD   -  BELVIDERE (2019)
 KV1609
 KV1609                         *CURRENT SURVEY CONTROL
 KV1609  ______________________________________________________________________
 KV1609* NAD 83(1986) POSITION- 40 46 06.     (N) 075 03 47.     (W)   SCALED
 KV1609* NAVD 88 ORTHO HEIGHT -   358.733 (meters)     1176.94  (feet) ADJUSTED
 KV1609  ______________________________________________________________________
 KV1609  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 KV1609  DYNAMIC HEIGHT  -        358.557 (meters)     1176.37  (feet) COMP
 KV1609  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 KV1609
 KV1609  VERT ORDER      -  SECOND    CLASS 0
 KV1609
 KV1609.The horizontal coordinates were scaled from a map and have
 KV1609.an estimated accuracy of +/- 6 seconds.
 KV1609
 KV1609.The orthometric height was determined by differential leveling and
 KV1609.adjusted by the NATIONAL GEODETIC SURVEY
 KV1609.in June 1991.
 KV1609
 KV1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1609.GEOID18 height accuracy estimate available here.
 KV1609
 KV1609.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL946130(NAD 83)
 KV1609
 KV1609                          SUPERSEDED SURVEY CONTROL
 KV1609
 KV1609  NGVD 29 (11/26/84)  358.945  (m)         1177.64   (f) ADJUSTED    2 0
 KV1609
 KV1609.Superseded values are not recommended for survey control.
 KV1609
 KV1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1609.See file dsdata.pdf to determine how the superseded data were derived.
 KV1609
 KV1609_MARKER: DB = BENCH MARK DISK
 KV1609_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV1598 ***********************************************************************
 KV1598  DESIGNATION -  F 23
 KV1598  PID         -  KV1598
 KV1598  STATE/COUNTY-  NJ/WARREN
 KV1598  COUNTRY     -  US
 KV1598  USGS QUAD   -  BELVIDERE (2019)
 KV1598
 KV1598                         *CURRENT SURVEY CONTROL
 KV1598  ______________________________________________________________________
 KV1598* NAD 83(1986) POSITION- 40 50 03.91   (N) 075 03 37.28   (W)   HD_HELD1
 KV1598* NAVD 88 ORTHO HEIGHT -    85.856 (meters)      281.68  (feet) ADJUSTED
 KV1598  ______________________________________________________________________
 KV1598  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 KV1598  DYNAMIC HEIGHT  -         85.817 (meters)      281.55  (feet) COMP
 KV1598  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 KV1598
 KV1598  VERT ORDER      -  SECOND    CLASS I
 KV1598
 KV1598.The horizontal coordinates were determined by differentially corrected
 KV1598.hand held GPS observations or other comparable positioning techniques
 KV1598.and have an estimated accuracy of +/- 3 meters.
 KV1598
 KV1598.The orthometric height was determined by differential leveling and
 KV1598.adjusted by the NATIONAL GEODETIC SURVEY
 KV1598.in June 1991.
 KV1598
 KV1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1598.GEOID18 height accuracy estimate available here.
 KV1598
 KV1598.Click photographs - Photos may exist for this station.
 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       -   222,312.4     102,741.2     MT  (+/- 3 meters HH1 GPS) 
 KV1598
 KV1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9491120378(NAD 83)
 KV1598
 KV1598                          SUPERSEDED SURVEY CONTROL
 KV1598
 KV1598  NGVD 29 (11/26/84)   86.062  (m)          282.36   (f) ADJUSTED    2 0
 KV1598
 KV1598.Superseded values are not recommended for survey control.
 KV1598
 KV1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1598.See file dsdata.pdf to determine how the superseded data were derived.
 KV1598
 KV1598_MARKER: DB = BENCH MARK DISK
 KV1598_SETTING: 80 = SET IN A BOULDER
 KV1598_STAMPING: F 23 1942
 KV1598_MARK LOGO: CGS
 KV1598_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1598+STABILITY: SURFACE MOTION
 KV1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1598+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2012
 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  HISTORY     - 20110818 GOOD             NJGS
 KV1598  HISTORY     - 20120520 GOOD             GEOCAC
 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.
 KV1598
 KV1598                          STATION RECOVERY (2011)
 KV1598
 KV1598'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV1598'THE STATION IS LOCATED IN WHITE TOWNSHIP, SET IN A BOULDER IN THE
 KV1598'WOODED AREA ON THE SOUTHEAST SIDE OF WATER STREET (COUNTY ROAD 620),
 KV1598'ABOUT 122 FT (37.2 M) NORTHEAST OF THE CENTERLINE OF ORCHARD STREET.
 KV1598'
 KV1598'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND
 KV1598'MARKET/GREENWICH STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.05 MI
 KV1598'(1.7 KM) EAST-NORTHEAST ON WATER STREET TO THE STATION ON THE RIGHT.
 KV1598'
 KV1598'THE STATION IS ABOUT 100 FT (30.5 M) SOUTHEAST AND ACROSS THE ROAD
 KV1598'FROM THE EASTERLY CORNER OF THE ABANDONED PEQUEST BEND SERVICE
 KV1598'STATION, ABOUT 32 FT (9.8 M) NORTHEAST OF POLE NUMBER B-20, 56 FT
 KV1598'(17.1 M) SOUTHEAST OF THE CENTERLINE OF WATER STREET, ABOUT 120 FT
 KV1598'(36.6 M) SOUTH AND ACROSS THE ROAD FROM POLE NUMBER 21, 33.7 FT (10.3
 KV1598'M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVING OF WATER STREET, 10 FT
 KV1598'(3.0 M) SOUTHWEST OF THE FORMER 28 INCH (71 CM) NOW ABOUT 48 INCH (122
 KV1598'CM) OAK TREE, 10.4 FT (3.2 M) EAST OF THE SOUTH METAL LEG FOR A SIGN
 KV1598'(PEQUEST BEND PICNIC GROVE) WHICH IS IN THE WOODED AREA, 3.2 FT (1.0
 KV1598'M) WEST OF A METAL NJGS WITNESS SIGN.
 KV1598'
 KV1598'THE STATION IS ABOUT 2 INCHES (5 CM) BELOW THE FORREST FOLIAGE.
 KV1598
 KV1598                          STATION RECOVERY (2012)
 KV1598
 KV1598'RECOVERY NOTE BY GEOCACHING 2012 (PR)
 KV1598'THE MARK IS LOCATED ABOUT TEN FEET NW OF THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1329 ***********************************************************************
 KV1329  DESIGNATION -  F 24
 KV1329  PID         -  KV1329
 KV1329  STATE/COUNTY-  NJ/MORRIS
 KV1329  COUNTRY     -  US
 KV1329  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1329
 KV1329                         *CURRENT SURVEY CONTROL
 KV1329  ______________________________________________________________________
 KV1329* NAD 83(1986) POSITION- 40 47 00.     (N) 074 47 20.     (W)   SCALED
 KV1329* NAVD 88 ORTHO HEIGHT -   163.989 (meters)      538.02  (feet) ADJUSTED
 KV1329  ______________________________________________________________________
 KV1329  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 KV1329  DYNAMIC HEIGHT  -        163.913 (meters)      537.77  (feet) COMP
 KV1329  MODELED GRAVITY -    980,161.5   (mgal)                       NAVD 88
 KV1329
 KV1329  VERT ORDER      -  SECOND    CLASS 0
 KV1329
 KV1329.The horizontal coordinates were scaled from a map and have
 KV1329.an estimated accuracy of +/- 6 seconds.
 KV1329
 KV1329.The orthometric height was determined by differential leveling and
 KV1329.adjusted by the NATIONAL GEODETIC SURVEY
 KV1329.in June 1991.
 KV1329
 KV1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1329.GEOID18 height accuracy estimate available here.
 KV1329
 KV1329.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL178147(NAD 83)
 KV1329
 KV1329                          SUPERSEDED SURVEY CONTROL
 KV1329
 KV1329  NGVD 29 (11/26/84)  164.215  (m)          538.76   (f) ADJUSTED    2 0
 KV1329
 KV1329.Superseded values are not recommended for survey control.
 KV1329
 KV1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1329.See file dsdata.pdf to determine how the superseded data were derived.
 KV1329
 KV1329_MARKER: DB = BENCH MARK DISK
 KV1329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1329_SP_SET: BOX CULVERT HEADWALL
 KV1329_STAMPING: F 24 1942
 KV1329_MARK LOGO: CGS
 KV1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1329+STABILITY: SURFACE MOTION
 KV1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1329+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2020
 KV1329
 KV1329  HISTORY     - Date     Condition        Report By
 KV1329  HISTORY     - 1942     MONUMENTED       CGS
 KV1329  HISTORY     - 20200501 GOOD             NJGS
 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.
 KV1329
 KV1329                          STATION RECOVERY (2020)
 KV1329
 KV1329'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV1329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1317 ***********************************************************************
 KV1317  DESIGNATION -  F 25
 KV1317  PID         -  KV1317
 KV1317  STATE/COUNTY-  NJ/SOMERSET
 KV1317  COUNTRY     -  US
 KV1317  USGS QUAD   -  BOUND BROOK (2019)
 KV1317
 KV1317                         *CURRENT SURVEY CONTROL
 KV1317  ______________________________________________________________________
 KV1317* NAD 83(1986) POSITION- 40 34 50.     (N) 074 37 22.     (W)   SCALED
 KV1317* NAVD 88 ORTHO HEIGHT -    21.912 (meters)       71.89  (feet) ADJUSTED
 KV1317  ______________________________________________________________________
 KV1317  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 KV1317  DYNAMIC HEIGHT  -         21.902 (meters)       71.86  (feet) COMP
 KV1317  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 KV1317
 KV1317  VERT ORDER      -  SECOND    CLASS 0
 KV1317
 KV1317.The horizontal coordinates were scaled from a map and have
 KV1317.an estimated accuracy of +/- 6 seconds.
 KV1317
 KV1317.The orthometric height was determined by differential leveling and
 KV1317.adjusted by the NATIONAL GEODETIC SURVEY
 KV1317.in June 1991.
 KV1317
 KV1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1317.GEOID18 height accuracy estimate available here.
 KV1317
 KV1317.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK319922(NAD 83)
 KV1317
 KV1317                          SUPERSEDED SURVEY CONTROL
 KV1317
 KV1317  NGVD 29 (11/26/84)   22.200  (m)           72.83   (f) ADJUSTED    2 0
 KV1317
 KV1317.Superseded values are not recommended for survey control.
 KV1317
 KV1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1317.See file dsdata.pdf to determine how the superseded data were derived.
 KV1317
 KV1317_MARKER: DB = BENCH MARK DISK
 KV1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1317_STAMPING: F 25 1942
 KV1317_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1180 ***********************************************************************
 KV1180  DESIGNATION -  F 26
 KV1180  PID         -  KV1180
 KV1180  STATE/COUNTY-  NJ/SOMERSET
 KV1180  COUNTRY     -  US
 KV1180  USGS QUAD   -  RARITAN (2019)
 KV1180
 KV1180                         *CURRENT SURVEY CONTROL
 KV1180  ______________________________________________________________________
 KV1180* NAD 83(1986) POSITION- 40 34 14.7    (N) 074 38 04.4    (W)   HD_HELD2
 KV1180* NAVD 88 ORTHO HEIGHT -    22.888 (meters)       75.09  (feet) ADJUSTED
 KV1180  ______________________________________________________________________
 KV1180  GEOID HEIGHT    -        -33.379 (meters)                     GEOID18
 KV1180  DYNAMIC HEIGHT  -         22.877 (meters)       75.06  (feet) COMP
 KV1180  MODELED GRAVITY -    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 established by autonomous hand held GPS
 KV1180.observations and have an estimated accuracy of +/- 10 meters.
 KV1180
 KV1180.The orthometric height was determined by differential leveling and
 KV1180.adjusted by the NATIONAL GEODETIC SURVEY
 KV1180.in June 1991.
 KV1180
 KV1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1180.GEOID18 height accuracy estimate available here.
 KV1180
 KV1180.Click photographs - Photos may exist for this station.
 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
 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       -   192,893.      138,607.      MT  (+/- 10 meters HH2 GPS)
 KV1180
 KV1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3093291172(NAD 83)
 KV1180
 KV1180                          SUPERSEDED SURVEY CONTROL
 KV1180
 KV1180  NGVD 29 (11/26/84)   23.159  (m)           75.98   (f) ADJUSTED    1 2
 KV1180
 KV1180.Superseded values are not recommended for survey control.
 KV1180
 KV1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1180.See file dsdata.pdf to determine how the superseded data were derived.
 KV1180
 KV1180_MARKER: DB = BENCH MARK DISK
 KV1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1180_SP_SET: BUILDING
 KV1180_STAMPING: F 26 1942
 KV1180_MARK LOGO: CGS
 KV1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1180+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2009
 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  HISTORY     - 20090424 GOOD             INDIV
 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.
 KV1180
 KV1180                          STATION RECOVERY (2009)
 KV1180
 KV1180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DJP)
 KV1180'MARK IS SET VERTICALLY IN WALL OF THE TRAIN STATION NEAR THE NORTHWEST
 KV1180'CORNER OF THE BUILDING
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1360 ***********************************************************************
 KV1360  DESIGNATION -  F 27
 KV1360  PID         -  KV1360
 KV1360  STATE/COUNTY-  NJ/HUNTERDON
 KV1360  COUNTRY     -  US
 KV1360  USGS QUAD   -  PITTSTOWN (2019)
 KV1360
 KV1360                         *CURRENT SURVEY CONTROL
 KV1360  ______________________________________________________________________
 KV1360* NAD 83(1986) POSITION- 40 34 58.     (N) 074 57 28.     (W)   SCALED
 KV1360* NAVD 88 ORTHO HEIGHT -   109.611 (meters)      359.62  (feet) ADJUSTED
 KV1360  ______________________________________________________________________
 KV1360  GEOID HEIGHT    -        -33.863 (meters)                     GEOID18
 KV1360  DYNAMIC HEIGHT  -        109.559 (meters)      359.44  (feet) COMP
 KV1360  MODELED GRAVITY -    980,148.6   (mgal)                       NAVD 88
 KV1360
 KV1360  VERT ORDER      -  SECOND    CLASS 0
 KV1360
 KV1360.The horizontal coordinates were scaled from a map and have
 KV1360.an estimated accuracy of +/- 6 seconds.
 KV1360
 KV1360.The orthometric height was determined by differential leveling and
 KV1360.adjusted by the NATIONAL GEODETIC SURVEY
 KV1360.in June 1991.
 KV1360
 KV1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1360.GEOID18 height accuracy estimate available here.
 KV1360
 KV1360.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK035924(NAD 83)
 KV1360
 KV1360                          SUPERSEDED SURVEY CONTROL
 KV1360
 KV1360  NGVD 29 (11/26/84)  109.858  (m)          360.43   (f) ADJUSTED    2 0
 KV1360
 KV1360.Superseded values are not recommended for survey control.
 KV1360
 KV1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1360.See file dsdata.pdf to determine how the superseded data were derived.
 KV1360
 KV1360_MARKER: DB = BENCH MARK DISK
 KV1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1360_STAMPING: F 27 1942
 KV1360_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1517 ***********************************************************************
 KV1517  DESIGNATION -  F 28
 KV1517  PID         -  KV1517
 KV1517  STATE/COUNTY-  NJ/WARREN
 KV1517  COUNTRY     -  US
 KV1517  USGS QUAD   -  EASTON (2019)
 KV1517
 KV1517                         *CURRENT SURVEY CONTROL
 KV1517  ______________________________________________________________________
 KV1517* NAD 83(1986) POSITION- 40 39 23.     (N) 075 08 17.     (W)   SCALED
 KV1517* NAVD 88 ORTHO HEIGHT -    92.973 (meters)      305.03  (feet) ADJUSTED
 KV1517  ______________________________________________________________________
 KV1517  GEOID HEIGHT    -        -34.032 (meters)                     GEOID18
 KV1517  DYNAMIC HEIGHT  -         92.929 (meters)      304.88  (feet) COMP
 KV1517  MODELED GRAVITY -    980,153.6   (mgal)                       NAVD 88
 KV1517
 KV1517  VERT ORDER      -  FIRST     CLASS II
 KV1517
 KV1517.The horizontal coordinates were scaled from a map and have
 KV1517.an estimated accuracy of +/- 6 seconds.
 KV1517
 KV1517.The orthometric height was determined by differential leveling and
 KV1517.adjusted by the NATIONAL GEODETIC SURVEY
 KV1517.in June 1991.
 KV1517
 KV1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1517.GEOID18 height accuracy estimate available here.
 KV1517
 KV1517.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL883006(NAD 83)
 KV1517
 KV1517                          SUPERSEDED SURVEY CONTROL
 KV1517
 KV1517  NGVD 29 (11/26/84)   93.187  (m)          305.73   (f) ADJUSTED    1 2
 KV1517
 KV1517.Superseded values are not recommended for survey control.
 KV1517
 KV1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1517.See file dsdata.pdf to determine how the superseded data were derived.
 KV1517
 KV1517_MARKER: DB = BENCH MARK DISK
 KV1517_SETTING: 66 = SET IN ROCK OUTCROP
 KV1517_STAMPING: F 28 1942
 KV1517_MARK LOGO: CGS
 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  HISTORY     - 20211012 MARK NOT FOUND   NJGS
 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.
 KV1517
 KV1517                          STATION RECOVERY (2021)
 KV1517
 KV1517'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV1517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1694 ***********************************************************************
 KV1694  DESIGNATION -  F 29
 KV1694  PID         -  KV1694
 KV1694  STATE/COUNTY-  NJ/HUNTERDON
 KV1694  COUNTRY     -  US
 KV1694  USGS QUAD   -  BLOOMSBURY (2019)
 KV1694
 KV1694                         *CURRENT SURVEY CONTROL
 KV1694  ______________________________________________________________________
 KV1694* NAD 83(1986) POSITION- 40 38 35.     (N) 075 04 26.     (W)   SCALED
 KV1694* NAVD 88 ORTHO HEIGHT -   272.030 (meters)      892.49  (feet) ADJUSTED
 KV1694  ______________________________________________________________________
 KV1694  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 KV1694  DYNAMIC HEIGHT  -        271.897 (meters)      892.05  (feet) COMP
 KV1694  MODELED GRAVITY -    980,128.9   (mgal)                       NAVD 88
 KV1694
 KV1694  VERT ORDER      -  FIRST     CLASS II
 KV1694
 KV1694.The horizontal coordinates were scaled from a map and have
 KV1694.an estimated accuracy of +/- 6 seconds.
 KV1694
 KV1694.The orthometric height was determined by differential leveling and
 KV1694.adjusted by the NATIONAL GEODETIC SURVEY
 KV1694.in June 1991.
 KV1694
 KV1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1694.GEOID18 height accuracy estimate available here.
 KV1694
 KV1694.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK937991(NAD 83)
 KV1694
 KV1694                          SUPERSEDED SURVEY CONTROL
 KV1694
 KV1694  NGVD 29 (01/10/92)  272.252  (m)          893.21   (f) ADJUSTED    1 2
 KV1694  NGVD 29 (??/??/87)  272.252  (m)          893.21   (f) SUPERSEDED  1 2
 KV1694
 KV1694.Superseded values are not recommended for survey control.
 KV1694
 KV1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1694.See file dsdata.pdf to determine how the superseded data were derived.
 KV1694
 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 = JULY 24, 2026 22:12:30 EDT
 JU0693 ***********************************************************************
 JU0693  DESIGNATION -  F 3
 JU0693  PID         -  JU0693
 JU0693  STATE/COUNTY-  NJ/CAMDEN
 JU0693  COUNTRY     -  US
 JU0693  USGS QUAD   -  CAMDEN (2019)
 JU0693
 JU0693                         *CURRENT SURVEY CONTROL
 JU0693  ______________________________________________________________________
 JU0693* NAD 83(1986) POSITION- 39 57 05.     (N) 075 05 26.     (W)   SCALED
 JU0693* NAVD 88 ORTHO HEIGHT -     8.903 (meters)       29.21  (feet) ADJUSTED
 JU0693  ______________________________________________________________________
 JU0693  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 JU0693  DYNAMIC HEIGHT  -          8.899 (meters)       29.20  (feet) COMP
 JU0693  MODELED GRAVITY -    980,188.8   (mgal)                       NAVD 88
 JU0693
 JU0693  VERT ORDER      -  FIRST     CLASS I
 JU0693
 JU0693.The horizontal coordinates were scaled from a map and have
 JU0693.an estimated accuracy of +/- 6 seconds.
 JU0693
 JU0693.The orthometric height was determined by differential leveling and
 JU0693.adjusted by the NATIONAL GEODETIC SURVEY
 JU0693.in June 1991.
 JU0693
 JU0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0693.GEOID18 height accuracy estimate available here.
 JU0693
 JU0693.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK922223(NAD 83)
 JU0693
 JU0693                          SUPERSEDED SURVEY CONTROL
 JU0693
 JU0693  NGVD 29 (11/26/84)    9.241  (m)           30.32   (f) ADJUSTED    1 1
 JU0693
 JU0693.Superseded values are not recommended for survey control.
 JU0693
 JU0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0693.See file dsdata.pdf to determine how the superseded data were derived.
 JU0693
 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_MARK LOGO: CGS
 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  HISTORY     - 20220228 MARK NOT FOUND   NJGS
 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.
 JU0693
 JU0693                          STATION RECOVERY (2022)
 JU0693
 JU0693'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (RJK)
 JU0693'THE STATION WAS NOT RECOVERED.  UNABLE TO ACCESS THE AREA.  DUE TO
 JU0693'TRAIN ACTIVITY AND FENCED IN SECURITY.  THE STATION IF THERE IS UNDER
 JU0693'THE 27TH STREET OVERPASS.  NOT GPS SUITABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1344 ***********************************************************************
 KV1344  DESIGNATION -  F 30
 KV1344  PID         -  KV1344
 KV1344  STATE/COUNTY-  NJ/SOMERSET
 KV1344  COUNTRY     -  US
 KV1344  USGS QUAD   -  GLADSTONE (2019)
 KV1344
 KV1344                         *CURRENT SURVEY CONTROL
 KV1344  ______________________________________________________________________
 KV1344* NAD 83(1986) POSITION- 40 43 07.4    (N) 074 41 18.5    (W)   HD_HELD2
 KV1344* NAVD 88 ORTHO HEIGHT -   137.438 (meters)      450.91  (feet) ADJUSTED
 KV1344  ______________________________________________________________________
 KV1344  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 KV1344  DYNAMIC HEIGHT  -        137.377 (meters)      450.71  (feet) COMP
 KV1344  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 KV1344
 KV1344  VERT ORDER      -  SECOND    CLASS 0
 KV1344
 KV1344.The horizontal coordinates were established by autonomous hand held GPS
 KV1344.observations and have an estimated accuracy of +/- 10 meters.
 KV1344
 KV1344.The orthometric height was determined by differential leveling and
 KV1344.adjusted by the NATIONAL GEODETIC SURVEY
 KV1344.in June 1991.
 KV1344
 KV1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1344.GEOID18 height accuracy estimate available here.
 KV1344
 KV1344.Click photographs - Photos may exist for this station.
 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       -   209,332.      134,077.      MT  (+/- 10 meters HH2 GPS)
 KV1344
 KV1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2631107579(NAD 83)
 KV1344
 KV1344                          SUPERSEDED SURVEY CONTROL
 KV1344
 KV1344  NGVD 29 (11/26/84)  137.682  (m)          451.71   (f) ADJUSTED    2 0
 KV1344
 KV1344.Superseded values are not recommended for survey control.
 KV1344
 KV1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1344.See file dsdata.pdf to determine how the superseded data were derived.
 KV1344
 KV1344_MARKER: DB = BENCH MARK DISK
 KV1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1344_STAMPING: F 30 1942
 KV1344_MARK LOGO: CGS
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0478 ***********************************************************************
 LY0478  DESIGNATION -  F 31
 LY0478  PID         -  LY0478
 LY0478  STATE/COUNTY-  NJ/PASSAIC
 LY0478  COUNTRY     -  US
 LY0478  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY0478
 LY0478                         *CURRENT SURVEY CONTROL
 LY0478  ______________________________________________________________________
 LY0478* NAD 83(1986) POSITION- 41 08 02.73   (N) 074 15 27.63   (W)   HD_HELD1
 LY0478* NAVD 88 ORTHO HEIGHT -   111.823 (meters)      366.87  (feet) ADJUSTED
 LY0478  ______________________________________________________________________
 LY0478  GEOID HEIGHT    -        -32.081 (meters)                     GEOID18
 LY0478  DYNAMIC HEIGHT  -        111.777 (meters)      366.72  (feet) COMP
 LY0478  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 LY0478
 LY0478  VERT ORDER      -  SECOND    CLASS 0
 LY0478
 LY0478.The horizontal coordinates were determined by differentially corrected
 LY0478.hand held GPS observations or other comparable positioning techniques
 LY0478.and have an estimated accuracy of +/- 3 meters.
 LY0478
 LY0478.The orthometric height was determined by differential leveling and
 LY0478.adjusted by the NATIONAL GEODETIC SURVEY
 LY0478.in June 1991.
 LY0478
 LY0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0478.GEOID18 height accuracy estimate available here.
 LY0478
 LY0478.Click photographs - Photos may exist for this station.
 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       -   255,466.0     170,344.7     MT  (+/- 3 meters HH1 GPS) 
 LY0478
 LY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6230453908(NAD 83)
 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
 LY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0478.See file dsdata.pdf to determine how the superseded data were derived.
 LY0478
 LY0478_MARKER: DB = BENCH MARK DISK
 LY0478_SETTING: 66 = SET IN ROCK OUTCROP
 LY0478_STAMPING: F 31 1942
 LY0478_MARK LOGO: CGS
 LY0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0478+STABILITY: POSITION/ELEVATION WELL
 LY0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0478+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2020
 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  HISTORY     - 20191015 GOOD             NJGS
 LY0478  HISTORY     - 20200129 GOOD             NJGS
 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.
 LY0478
 LY0478                          STATION RECOVERY (2019)
 LY0478
 LY0478'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 LY0478'THE MONUMENT IS 74 FT (22.6 M) NORTHWEST FROM A WUP 52070, 41301 AND
 LY0478'16 FT (4.9 M) SOUTHWEST FROM THE CENTERLINE OF THE NORTHERN MOST
 LY0478'DRIVEWAY ENTRANCE TO FARM ROAD.
 LY0478
 LY0478                          STATION RECOVERY (2020)
 LY0478
 LY0478'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0494 ***********************************************************************
 LY0494  DESIGNATION -  F 32
 LY0494  PID         -  LY0494
 LY0494  STATE/COUNTY-  NJ/SUSSEX
 LY0494  COUNTRY     -  US
 LY0494  USGS QUAD   -  WAWAYANDA (2019)
 LY0494
 LY0494                         *CURRENT SURVEY CONTROL
 LY0494  ______________________________________________________________________
 LY0494* NAD 83(1986) POSITION- 41 11 20.     (N) 074 29 00.     (W)   SCALED
 LY0494* NAVD 88 ORTHO HEIGHT -   239.549 (meters)      785.92  (feet) ADJUSTED
 LY0494  ______________________________________________________________________
 LY0494  GEOID HEIGHT    -        -32.279 (meters)                     GEOID18
 LY0494  DYNAMIC HEIGHT  -        239.446 (meters)      785.58  (feet) COMP
 LY0494  MODELED GRAVITY -    980,187.3   (mgal)                       NAVD 88
 LY0494
 LY0494  VERT ORDER      -  SECOND    CLASS 0
 LY0494
 LY0494.The horizontal coordinates were scaled from a map and have
 LY0494.an estimated accuracy of +/- 6 seconds.
 LY0494
 LY0494.The orthometric height was determined by differential leveling and
 LY0494.adjusted by the NATIONAL GEODETIC SURVEY
 LY0494.in June 1991.
 LY0494
 LY0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0494.GEOID18 height accuracy estimate available here.
 LY0494
 LY0494.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL433598(NAD 83)
 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
 LY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0494.See file dsdata.pdf to determine how the superseded data were derived.
 LY0494
 LY0494_MARKER: DB = BENCH MARK DISK
 LY0494_SETTING: 66 = SET IN 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  HISTORY     - 20210211 MARK NOT FOUND   NJGS
 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.
 LY0494
 LY0494                          STATION RECOVERY (2021)
 LY0494
 LY0494'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY0494'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0495 ***********************************************************************
 LY0495  DESIGNATION -  F 32 RESET 1959
 LY0495  PID         -  LY0495
 LY0495  STATE/COUNTY-  NJ/SUSSEX
 LY0495  COUNTRY     -  US
 LY0495  USGS QUAD   -  WAWAYANDA (2019)
 LY0495
 LY0495                         *CURRENT SURVEY CONTROL
 LY0495  ______________________________________________________________________
 LY0495* NAD 83(1986) POSITION- 41 11 20.     (N) 074 29 00.     (W)   SCALED
 LY0495* NAVD 88 ORTHO HEIGHT -   236.60  (meters)      776.2   (feet) RESET
 LY0495  ______________________________________________________________________
 LY0495  GEOID HEIGHT    -        -32.279 (meters)                     GEOID18
 LY0495  VERT ORDER      -  THIRD
 LY0495
 LY0495.The horizontal coordinates were scaled from a map and have
 LY0495.an estimated accuracy of +/- 6 seconds.
 LY0495
 LY0495.The orthometric height was computed from unverified reset data.
 LY0495
 LY0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0495.GEOID18 height accuracy estimate available here.
 LY0495
 LY0495.Click photographs - Photos may exist for this station.
 LY0495
 LY0495;                    North         East    Units  Estimated Accuracy
 LY0495;SPC NJ       -   261,520.      151,400.      MT  (+/- 180 meters Scaled)
 LY0495
 LY0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL433598(NAD 83)
 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
 LY0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0495.See file dsdata.pdf to determine how the superseded data were derived.
 LY0495
 LY0495_MARKER: DB = BENCH MARK DISK
 LY0495_SETTING: 80 = SET IN A 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 = JULY 24, 2026 22:12:30 EDT
 LY0461 ***********************************************************************
 LY0461  DESIGNATION -  F 33
 LY0461  PID         -  LY0461
 LY0461  STATE/COUNTY-  NJ/PASSAIC
 LY0461  COUNTRY     -  US
 LY0461  USGS QUAD   -  WANAQUE (2019)
 LY0461
 LY0461                         *CURRENT SURVEY CONTROL
 LY0461  ______________________________________________________________________
 LY0461* NAD 83(1986) POSITION- 41 06 18.     (N) 074 16 20.     (W)   SCALED
 LY0461* NAVD 88 ORTHO HEIGHT -    93.633 (meters)      307.19  (feet) ADJUSTED
 LY0461  ______________________________________________________________________
 LY0461  GEOID HEIGHT    -        -32.134 (meters)                     GEOID18
 LY0461  DYNAMIC HEIGHT  -         93.595 (meters)      307.07  (feet) COMP
 LY0461  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 LY0461
 LY0461  VERT ORDER      -  SECOND    CLASS 0
 LY0461
 LY0461.The horizontal coordinates were scaled from a map and have
 LY0461.an estimated accuracy of +/- 6 seconds.
 LY0461
 LY0461.The orthometric height was determined by differential leveling and
 LY0461.adjusted by the NATIONAL GEODETIC SURVEY
 LY0461.in June 1991.
 LY0461
 LY0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0461.GEOID18 height accuracy estimate available here.
 LY0461
 LY0461.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL611506(NAD 83)
 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
 LY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0461.See file dsdata.pdf to determine how the superseded data were derived.
 LY0461
 LY0461_MARKER: DB = BENCH MARK DISK
 LY0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0461_STAMPING: F 33 1942
 LY0461_MARK LOGO: CGS
 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  HISTORY     - 20210210 MARK NOT FOUND   NJGS
 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.
 LY0461
 LY0461                          STATION RECOVERY (2021)
 LY0461
 LY0461'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0837 ***********************************************************************
 LY0837  DESIGNATION -  F 34
 LY0837  PID         -  LY0837
 LY0837  STATE/COUNTY-  NJ/SUSSEX
 LY0837  COUNTRY     -  US
 LY0837  USGS QUAD   -  BRANCHVILLE (2019)
 LY0837
 LY0837                         *CURRENT SURVEY CONTROL
 LY0837  ______________________________________________________________________
 LY0837* NAD 83(1986) POSITION- 41 08 59.2    (N) 074 41 27.4    (W)   HD_HELD2
 LY0837* NAVD 88 ORTHO HEIGHT -   134.789 (meters)      442.22  (feet) ADJUSTED
 LY0837  ______________________________________________________________________
 LY0837  GEOID HEIGHT    -        -32.569 (meters)                     GEOID18
 LY0837  DYNAMIC HEIGHT  -        134.732 (meters)      442.03  (feet) COMP
 LY0837  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 LY0837
 LY0837  VERT ORDER      -  SECOND    CLASS 0
 LY0837
 LY0837.The horizontal coordinates were established by autonomous hand held GPS
 LY0837.observations and have an estimated accuracy of +/- 10 meters.
 LY0837
 LY0837.The orthometric height was determined by differential leveling and
 LY0837.adjusted by the NATIONAL GEODETIC SURVEY
 LY0837.in June 1991.
 LY0837
 LY0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0837.GEOID18 height accuracy estimate available here.
 LY0837
 LY0837.Click photographs - Photos may exist for this station.
 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       -   257,197.      133,973.      MT  (+/- 10 meters HH2 GPS)
 LY0837
 LY0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2593355430(NAD 83)
 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
 LY0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0837.See file dsdata.pdf to determine how the superseded data were derived.
 LY0837
 LY0837_MARKER: DB = BENCH MARK DISK
 LY0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0837_SP_SET: BRIDGE
 LY0837_STAMPING: F 34 1942
 LY0837_MARK LOGO: CGS
 LY0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0837+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2007
 LY0837
 LY0837  HISTORY     - Date     Condition        Report By
 LY0837  HISTORY     - 1942     MONUMENTED       CGS
 LY0837  HISTORY     - 20070916 GOOD             GEOCAC
 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.
 LY0837
 LY0837                          STATION RECOVERY (2007)
 LY0837
 LY0837'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY0837'SOUTHWEST OF ARMSTRONG ROAD, ALONG ELIZABETHTOWN GAS COMPANY
 LY0837'RIGHT-OF-WAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0804 ***********************************************************************
 LY0804  DESIGNATION -  F 35
 LY0804  PID         -  LY0804
 LY0804  STATE/COUNTY-  NJ/SUSSEX
 LY0804  COUNTRY     -  US
 LY0804  USGS QUAD   -  CULVERS GAP (2019)
 LY0804
 LY0804                         *CURRENT SURVEY CONTROL
 LY0804  ______________________________________________________________________
 LY0804* NAD 83(1986) POSITION- 41 09 14.     (N) 074 46 23.     (W)   SCALED
 LY0804* NAVD 88 ORTHO HEIGHT -   233.013 (meters)      764.48  (feet) ADJUSTED
 LY0804  ______________________________________________________________________
 LY0804  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 LY0804  DYNAMIC HEIGHT  -        232.910 (meters)      764.14  (feet) COMP
 LY0804  MODELED GRAVITY -    980,179.6   (mgal)                       NAVD 88
 LY0804
 LY0804  VERT ORDER      -  SECOND    CLASS 0
 LY0804
 LY0804.The horizontal coordinates were scaled from a map and have
 LY0804.an estimated accuracy of +/- 6 seconds.
 LY0804
 LY0804.The orthometric height was determined by differential leveling and
 LY0804.adjusted by the NATIONAL GEODETIC SURVEY
 LY0804.in June 1991.
 LY0804
 LY0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0804.GEOID18 height accuracy estimate available here.
 LY0804
 LY0804.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL190558(NAD 83)
 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
 LY0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0804.See file dsdata.pdf to determine how the superseded data were derived.
 LY0804
 LY0804_MARKER: DB = BENCH MARK DISK
 LY0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0804_STAMPING: F 35 1942
 LY0804_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0718 ***********************************************************************
 KV0718  DESIGNATION -  F 36
 KV0718  PID         -  KV0718
 KV0718  STATE/COUNTY-  NJ/MONMOUTH
 KV0718  COUNTRY     -  US
 KV0718  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0718
 KV0718                         *CURRENT SURVEY CONTROL
 KV0718  ______________________________________________________________________
 KV0718* NAD 83(1986) POSITION- 40 24 31.     (N) 074 00 07.     (W)   SCALED
 KV0718* NAVD 88 ORTHO HEIGHT -     2.256 (meters)        7.40  (feet) ADJUSTED
 KV0718  ______________________________________________________________________
 KV0718  GEOID HEIGHT    -        -32.541 (meters)                     GEOID18
 KV0718  DYNAMIC HEIGHT  -          2.255 (meters)        7.40  (feet) COMP
 KV0718  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 KV0718
 KV0718  VERT ORDER      -  FIRST     CLASS II
 KV0718
 KV0718.The horizontal coordinates were scaled from a map and have
 KV0718.an estimated accuracy of +/- 6 seconds.
 KV0718
 KV0718.The orthometric height was determined by differential leveling and
 KV0718.adjusted by the NATIONAL GEODETIC SURVEY
 KV0718.in June 1991.
 KV0718
 KV0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0718.GEOID18 height accuracy estimate available here.
 KV0718
 KV0718.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK846735(NAD 83)
 KV0718
 KV0718                          SUPERSEDED SURVEY CONTROL
 KV0718
 KV0718  NGVD 29 (04/16/92)    2.581  (m)            8.47   (f) ADJUSTED    1 2
 KV0718  NGVD 29 (??/??/87)    2.623  (m)            8.61   (f) SUPERSEDED  1 2
 KV0718
 KV0718.Superseded values are not recommended for survey control.
 KV0718
 KV0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0718.See file dsdata.pdf to determine how the superseded data were derived.
 KV0718
 KV0718_MARKER: DB = BENCH MARK DISK
 KV0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0718_STAMPING: F 36 1952
 KV0718_MARK LOGO: CGS
 KV0718_PROJECTION: PROJECTING
 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 = JULY 24, 2026 22:12:30 EDT
 KV0205 ***********************************************************************
 KV0205  DESIGNATION -  F 37
 KV0205  PID         -  KV0205
 KV0205  STATE/COUNTY-  NJ/MIDDLESEX
 KV0205  COUNTRY     -  US
 KV0205  USGS QUAD   -  ARTHUR KILL (2019)
 KV0205
 KV0205                         *CURRENT SURVEY CONTROL
 KV0205  ______________________________________________________________________
 KV0205* NAD 83(1986) POSITION- 40 34 07.     (N) 074 14 41.     (W)   SCALED
 KV0205* NAVD 88 ORTHO HEIGHT -     1.535 (meters)        5.04  (feet) ADJUSTED
 KV0205  ______________________________________________________________________
 KV0205  GEOID HEIGHT    -        -32.479 (meters)                     GEOID18
 KV0205  DYNAMIC HEIGHT  -          1.534 (meters)        5.03  (feet) COMP
 KV0205  MODELED GRAVITY -    980,218.6   (mgal)                       NAVD 88
 KV0205
 KV0205  VERT ORDER      -  FIRST     CLASS II
 KV0205
 KV0205.The horizontal coordinates were scaled from a map and have
 KV0205.an estimated accuracy of +/- 6 seconds.
 KV0205
 KV0205.The orthometric height was determined by differential leveling and
 KV0205.adjusted by the NATIONAL GEODETIC SURVEY
 KV0205.in June 1991.
 KV0205
 KV0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0205.GEOID18 height accuracy estimate available here.
 KV0205
 KV0205.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK639911(NAD 83)
 KV0205
 KV0205                          SUPERSEDED SURVEY CONTROL
 KV0205
 KV0205  NGVD 29 (04/16/92)    1.852  (m)            6.08   (f) ADJUSTED    1 2
 KV0205  NGVD 29 (??/??/87)    1.877  (m)            6.16   (f) SUPERSEDED  1 2
 KV0205
 KV0205.Superseded values are not recommended for survey control.
 KV0205
 KV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0205.See file dsdata.pdf to determine how the superseded data were derived.
 KV0205
 KV0205_MARKER: DB = BENCH MARK DISK
 KV0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0205_SP_SET: ABUTMENT
 KV0205_STAMPING: F 37 1952
 KV0205_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0328 ***********************************************************************
 KV0328  DESIGNATION -  F 38
 KV0328  PID         -  KV0328
 KV0328  STATE/COUNTY-  NJ/HUDSON
 KV0328  COUNTRY     -  US
 KV0328  USGS QUAD   -  ELIZABETH (2016)
 KV0328
 KV0328                         *CURRENT SURVEY CONTROL
 KV0328  ______________________________________________________________________
 KV0328* NAD 83(1986) POSITION- 40 39 00.     (N) 074 08 18.     (W)   SCALED
 KV0328* NAVD 88 ORTHO HEIGHT -    10.512 (meters)       34.49  (feet) ADJUSTED
 KV0328  ______________________________________________________________________
 KV0328  GEOID HEIGHT    -        -32.232 (meters)                     GEOID18
 KV0328  DYNAMIC HEIGHT  -         10.507 (meters)       34.47  (feet) COMP
 KV0328  MODELED GRAVITY -    980,228.2   (mgal)                       NAVD 88
 KV0328
 KV0328  VERT ORDER      -  FIRST     CLASS II
 KV0328
 KV0328.The horizontal coordinates were scaled from a map and have
 KV0328.an estimated accuracy of +/- 6 seconds.
 KV0328
 KV0328.The orthometric height was determined by differential leveling and
 KV0328.adjusted by the NATIONAL GEODETIC SURVEY
 KV0328.in June 1991.
 KV0328
 KV0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0328.GEOID18 height accuracy estimate available here.
 KV0328
 KV0328.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL728002(NAD 83)
 KV0328
 KV0328                          SUPERSEDED SURVEY CONTROL
 KV0328
 KV0328  NGVD 29 (04/16/92)   10.848  (m)           35.59   (f) ADJUSTED    1 2
 KV0328  NGVD 29 (??/??/87)   10.854  (m)           35.61   (f) SUPERSEDED  1 2
 KV0328
 KV0328.Superseded values are not recommended for survey control.
 KV0328
 KV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0328.See file dsdata.pdf to determine how the superseded data were derived.
 KV0328
 KV0328_MARKER: DB = BENCH MARK DISK
 KV0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0328_SP_SET: BRIDGE GUARD RAIL
 KV0328_STAMPING: F 38 1952
 KV0328_MARK LOGO: CGS
 KV0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV0512 ***********************************************************************
 KV0512  DESIGNATION -  F 39
 KV0512  PID         -  KV0512
 KV0512  STATE/COUNTY-  NJ/BERGEN
 KV0512  COUNTRY     -  US
 KV0512  USGS QUAD   -  WEEHAWKEN (2016)
 KV0512
 KV0512                         *CURRENT SURVEY CONTROL
 KV0512  ______________________________________________________________________
 KV0512* NAD 83(1986) POSITION- 40 51 19.     (N) 074 03 51.     (W)   SCALED
 KV0512* NAVD 88 ORTHO HEIGHT -     1.393 (meters)        4.57  (feet) ADJUSTED
 KV0512  ______________________________________________________________________
 KV0512  GEOID HEIGHT    -        -31.949 (meters)                     GEOID18
 KV0512  DYNAMIC HEIGHT  -          1.392 (meters)        4.57  (feet) COMP
 KV0512  MODELED GRAVITY -    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 map and have
 KV0512.an estimated accuracy of +/- 6 seconds.
 KV0512
 KV0512.The orthometric height was determined by differential leveling and
 KV0512.adjusted by the NATIONAL GEODETIC SURVEY
 KV0512.in June 1991.
 KV0512
 KV0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0512.GEOID18 height accuracy estimate available here.
 KV0512
 KV0512.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL788231(NAD 83)
 KV0512
 KV0512                          SUPERSEDED SURVEY CONTROL
 KV0512
 KV0512  NGVD 29 (11/26/84)    1.705  (m)            5.59   (f) ADJUSTED    2 0
 KV0512
 KV0512.Superseded values are not recommended for survey control.
 KV0512
 KV0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0512.See file dsdata.pdf to determine how the superseded data were derived.
 KV0512
 KV0512_MARKER: DB = BENCH MARK DISK
 KV0512_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0512_SP_SET: VAULT
 KV0512_STAMPING: F 39 1956
 KV0512_MARK LOGO: CGS
 KV0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0512+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KU1622 ***********************************************************************
 KU1622  DESIGNATION -  F 40
 KU1622  PID         -  KU1622
 KU1622  STATE/COUNTY-  NJ/BERGEN
 KU1622  COUNTRY     -  US
 KU1622  USGS QUAD   -  YONKERS (2019)
 KU1622
 KU1622                         *CURRENT SURVEY CONTROL
 KU1622  ______________________________________________________________________
 KU1622* NAD 83(1986) POSITION- 40 56 51.     (N) 073 55 19.     (W)   SCALED
 KU1622* NAVD 88 ORTHO HEIGHT -   133.998 (meters)      439.63  (feet) ADJUSTED
 KU1622  ______________________________________________________________________
 KU1622  GEOID HEIGHT    -        -31.390 (meters)                     GEOID18
 KU1622  DYNAMIC HEIGHT  -        133.950 (meters)      439.47  (feet) COMP
 KU1622  MODELED GRAVITY -    980,259.8   (mgal)                       NAVD 88
 KU1622
 KU1622  VERT ORDER      -  SECOND    CLASS 0
 KU1622
 KU1622.The horizontal coordinates were scaled from a map and have
 KU1622.an estimated accuracy of +/- 6 seconds.
 KU1622
 KU1622.The orthometric height was determined by differential leveling and
 KU1622.adjusted by the NATIONAL GEODETIC SURVEY
 KU1622.in June 1991.
 KU1622
 KU1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1622.GEOID18 height accuracy estimate available here.
 KU1622
 KU1622.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL907334(NAD 83)
 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
 KU1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1622.See file dsdata.pdf to determine how the superseded data were derived.
 KU1622
 KU1622_MARKER: DB = BENCH MARK DISK
 KU1622_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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 = JULY 24, 2026 22:12:30 EDT
 KV0509 ***********************************************************************
 KV0509  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0509  DESIGNATION -  F 41
 KV0509  PID         -  KV0509
 KV0509  STATE/COUNTY-  NJ/BERGEN
 KV0509  COUNTRY     -  US
 KV0509  USGS QUAD   -  WEEHAWKEN (2016)
 KV0509
 KV0509                         *CURRENT SURVEY CONTROL
 KV0509  ______________________________________________________________________
 KV0509* NAD 83(1986) POSITION- 40 51 09.     (N) 074 01 56.     (W)   SCALED
 KV0509* NAVD 88 ORTHO HEIGHT -     6.423 (meters)       21.07  (feet) ADJUSTED
 KV0509  ______________________________________________________________________
 KV0509  GEOID HEIGHT    -        -31.833 (meters)                     GEOID18
 KV0509  DYNAMIC HEIGHT  -          6.421 (meters)       21.07  (feet) COMP
 KV0509  MODELED GRAVITY -    980,239.7   (mgal)                       NAVD 88
 KV0509
 KV0509  VERT ORDER      -  SECOND    CLASS 0
 KV0509
 KV0509.The horizontal coordinates were scaled from a map and have
 KV0509.an estimated accuracy of +/- 6 seconds.
 KV0509
 KV0509.The orthometric height was determined by differential leveling and
 KV0509.adjusted by the NATIONAL GEODETIC SURVEY
 KV0509.in June 1991.
 KV0509
 KV0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0509.GEOID18 height accuracy estimate available here.
 KV0509
 KV0509.This Tidal Bench Mark is designated as VM 12001
 KV0509.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0509
 KV0509.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL815228(NAD 83)
 KV0509
 KV0509                          SUPERSEDED SURVEY CONTROL
 KV0509
 KV0509  NGVD 29 (11/26/84)    6.730  (m)           22.08   (f) ADJUSTED    2 0
 KV0509
 KV0509.Superseded values are not recommended for survey control.
 KV0509
 KV0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0509.See file dsdata.pdf to determine how the superseded data were derived.
 KV0509
 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 = JULY 24, 2026 22:12:30 EDT
 KV0751 ***********************************************************************
 KV0751  DESIGNATION -  F 5
 KV0751  PID         -  KV0751
 KV0751  STATE/COUNTY-  NJ/MONMOUTH
 KV0751  COUNTRY     -  US
 KV0751  USGS QUAD   -  KEYPORT (2016)
 KV0751
 KV0751                         *CURRENT SURVEY CONTROL
 KV0751  ______________________________________________________________________
 KV0751* NAD 83(1986) POSITION- 40 26 03.     (N) 074 12 01.     (W)   SCALED
 KV0751* NAVD 88 ORTHO HEIGHT -    10.903 (meters)       35.77  (feet) ADJUSTED
 KV0751  ______________________________________________________________________
 KV0751  GEOID HEIGHT    -        -32.362 (meters)                     GEOID18
 KV0751  DYNAMIC HEIGHT  -         10.899 (meters)       35.76  (feet) COMP
 KV0751  MODELED GRAVITY -    980,222.8   (mgal)                       NAVD 88
 KV0751
 KV0751  VERT ORDER      -  FIRST     CLASS II
 KV0751
 KV0751.The horizontal coordinates were scaled from a map and have
 KV0751.an estimated accuracy of +/- 6 seconds.
 KV0751
 KV0751.The orthometric height was determined by differential leveling and
 KV0751.adjusted by the NATIONAL GEODETIC SURVEY
 KV0751.in June 1991.
 KV0751
 KV0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0751.GEOID18 height accuracy estimate available here.
 KV0751
 KV0751.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK678762(NAD 83)
 KV0751
 KV0751                          SUPERSEDED SURVEY CONTROL
 KV0751
 KV0751  NGVD 29 (04/16/92)   11.140  (m)           36.55   (f) ADJUSTED    1 2
 KV0751  NGVD 29 (??/??/87)   11.267  (m)           36.97   (f) SUPERSEDED  1 2
 KV0751
 KV0751.Superseded values are not recommended for survey control.
 KV0751
 KV0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0751.See file dsdata.pdf to determine how the superseded data were derived.
 KV0751
 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_MARK LOGO: CGS
 KV0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0751
 KV0751  HISTORY     - Date     Condition        Report By
 KV0751  HISTORY     - 1930     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 = JULY 24, 2026 22:12:30 EDT
 KV0629 ***********************************************************************
 KV0629  DESIGNATION -  F 53
 KV0629  PID         -  KV0629
 KV0629  STATE/COUNTY-  NJ/MIDDLESEX
 KV0629  COUNTRY     -  US
 KV0629  USGS QUAD   -  PERTH AMBOY (2016)
 KV0629
 KV0629                         *CURRENT SURVEY CONTROL
 KV0629  ______________________________________________________________________
 KV0629* NAD 83(1986) POSITION- 40 32 10.4    (N) 074 22 24.3    (W)   HD_HELD2
 KV0629* NAVD 88 ORTHO HEIGHT -    31.602 (meters)      103.68  (feet) ADJUSTED
 KV0629  ______________________________________________________________________
 KV0629  GEOID HEIGHT    -        -32.771 (meters)                     GEOID18
 KV0629  DYNAMIC HEIGHT  -         31.589 (meters)      103.64  (feet) COMP
 KV0629  MODELED GRAVITY -    980,201.2   (mgal)                       NAVD 88
 KV0629
 KV0629  VERT ORDER      -  SECOND    CLASS 0
 KV0629
 KV0629.The horizontal coordinates were established by autonomous hand held GPS
 KV0629.observations and have an estimated accuracy of +/- 10 meters.
 KV0629
 KV0629.The orthometric height was determined by differential leveling and
 KV0629.adjusted by the NATIONAL GEODETIC SURVEY
 KV0629.in June 1991.
 KV0629
 KV0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0629.GEOID18 height accuracy estimate available here.
 KV0629
 KV0629.Click photographs - Photos may exist for this station.
 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       -   189,058.      160,723.      MT  (+/- 10 meters HH2 GPS)
 KV0629
 KV0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5306487463(NAD 83)
 KV0629
 KV0629                          SUPERSEDED SURVEY CONTROL
 KV0629
 KV0629  NGVD 29 (04/16/92)   31.897  (m)          104.65   (f) ADJUSTED    2 0
 KV0629  NGVD 29 (??/??/87)   31.931  (m)          104.76   (f) SUPERSEDED  2 0
 KV0629
 KV0629.Superseded values are not recommended for survey control.
 KV0629
 KV0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0629.See file dsdata.pdf to determine how the superseded data were derived.
 KV0629
 KV0629_MARKER: DB = BENCH MARK DISK
 KV0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0629_SP_SET: ABUTMENT
 KV0629_STAMPING: F 53 1961
 KV0629_MARK LOGO: CGS
 KV0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0629+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2021
 KV0629
 KV0629  HISTORY     - Date     Condition        Report By
 KV0629  HISTORY     - 1961     MONUMENTED       CGS
 KV0629  HISTORY     - 20030122 GOOD             INDIV
 KV0629  HISTORY     - 20210202 GOOD             NJGS
 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.
 KV0629
 KV0629                          STATION RECOVERY (2021)
 KV0629
 KV0629'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0127 ***********************************************************************
 JU0127  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0127  DESIGNATION -  F 55
 JU0127  PID         -  JU0127
 JU0127  STATE/COUNTY-  NJ/OCEAN
 JU0127  COUNTRY     -  US
 JU0127  USGS QUAD   -  TUCKERTON (2019)
 JU0127
 JU0127                         *CURRENT SURVEY CONTROL
 JU0127  ______________________________________________________________________
 JU0127* NAD 83(1986) POSITION- 39 36 52.     (N) 074 15 47.     (W)   SCALED
 JU0127* NAVD 88 ORTHO HEIGHT -     0.519 (meters)        1.70  (feet) ADJUSTED
 JU0127  ______________________________________________________________________
 JU0127  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 JU0127  DYNAMIC HEIGHT  -          0.518 (meters)        1.70  (feet) COMP
 JU0127  MODELED GRAVITY -    980,149.1   (mgal)                       NAVD 88
 JU0127
 JU0127  VERT ORDER      -  SECOND    CLASS 0
 JU0127
 JU0127.The horizontal coordinates were scaled from a map and have
 JU0127.an estimated accuracy of +/- 6 seconds.
 JU0127
 JU0127.The orthometric height was determined by differential leveling and
 JU0127.adjusted by the NATIONAL GEODETIC SURVEY
 JU0127.in June 1991.
 JU0127
 JU0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0127.GEOID18 height accuracy estimate available here.
 JU0127
 JU0127.This Tidal Bench Mark is designated as VM 2620
 JU0127.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0127
 JU0127.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ632852(NAD 83)
 JU0127
 JU0127                          SUPERSEDED SURVEY CONTROL
 JU0127
 JU0127  NGVD 29 (11/26/84)    1.051  (m)            3.45   (f) ADJUSTED    2 0
 JU0127
 JU0127.Superseded values are not recommended for survey control.
 JU0127
 JU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0127.See file dsdata.pdf to determine how the superseded data were derived.
 JU0127
 JU0127_MARKER: DB = BENCH MARK DISK
 JU0127_SETTING: 7 = 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  HISTORY     - 20201110 MARK NOT FOUND   NHGS
 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.
 JU0127
 JU0127                          STATION RECOVERY (2020)
 JU0127
 JU0127'RECOVERY NOTE BY NEW HAMPSHIRE GEODETIC SURVEY 2020 (JB)
 JU0127'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0326 ***********************************************************************
 JU0326  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0326  DESIGNATION -  F 56
 JU0326  PID         -  JU0326
 JU0326  STATE/COUNTY-  NJ/ATLANTIC
 JU0326  COUNTRY     -  US
 JU0326  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0326
 JU0326                         *CURRENT SURVEY CONTROL
 JU0326  ______________________________________________________________________
 JU0326* NAD 83(1986) POSITION- 39 20 16.51   (N) 074 28 45.78   (W)   HD_HELD1
 JU0326* NAVD 88 ORTHO HEIGHT -     4.509 (meters)       14.79  (feet) ADJUSTED
 JU0326  ______________________________________________________________________
 JU0326  GEOID HEIGHT    -        -34.469 (meters)                     GEOID18
 JU0326  DYNAMIC HEIGHT  -          4.507 (meters)       14.79  (feet) COMP
 JU0326  MODELED GRAVITY -    980,104.6   (mgal)                       NAVD 88
 JU0326
 JU0326  VERT ORDER      -  FIRST     CLASS II
 JU0326
 JU0326.The horizontal coordinates were determined by differentially corrected
 JU0326.hand held GPS observations or other comparable positioning techniques
 JU0326.and have an estimated accuracy of +/- 3 meters.
 JU0326
 JU0326.The orthometric height was determined by differential leveling and
 JU0326.adjusted by the NATIONAL GEODETIC SURVEY
 JU0326.in June 1991.
 JU0326
 JU0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0326.GEOID18 height accuracy estimate available here.
 JU0326
 JU0326.This Tidal Bench Mark is designated as VM 340
 JU0326.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0326
 JU0326.Click photographs - Photos may exist for this station.
 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       -    56,012.3     151,777.2     MT  (+/- 3 meters HH1 GPS) 
 JU0326
 JU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4486654406(NAD 83)
 JU0326
 JU0326                          SUPERSEDED SURVEY CONTROL
 JU0326
 JU0326  NGVD 29 (04/16/92)    4.906  (m)           16.10   (f) ADJUSTED    1 2
 JU0326  NGVD 29 (01/10/92)    4.906  (m)           16.10   (f) SUPERSEDED  1 2
 JU0326  NGVD 29 (??/??/87)    4.906  (m)           16.10   (f) SUPERSEDED  1 2
 JU0326
 JU0326.Superseded values are not recommended for survey control.
 JU0326
 JU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0326.See file dsdata.pdf to determine how the superseded data were derived.
 JU0326
 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 - May 18, 2017
 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  HISTORY     - 20140207 GOOD             BASE9
 JU0326  HISTORY     - 20170518 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.
 JU0326
 JU0326                          STATION RECOVERY (2014)
 JU0326
 JU0326'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 JU0326'RECOVERED IN GOOD CONDITION.
 JU0326
 JU0326                          STATION RECOVERY (2017)
 JU0326
 JU0326'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0326'RECOVERED IN GOOD CONDITION.
 JU0326'
 JU0326'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF
 JU0326'OCEAN CITY, 4.3 MI (6.9 KM) SOUTHEAST OF PLEASANTVILLE AND 3.5 MI (5.6
 JU0326'KM) WEST-SOUTHWEST OF ATLANTIC CITY, IN VENTNOR CITY.
 JU0326'
 JU0326'THE STATION IS SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTH BRICK
 JU0326'WALL, NEAR THE CORNERSTONE OF THE VENTNOR CITY HALL AT THE NORTHEAST
 JU0326'CORNER OF ATLANTIC AND CAMBRIDGE AVENUES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0583 ***********************************************************************
 JU0583  DESIGNATION -  F 57
 JU0583  PID         -  JU0583
 JU0583  STATE/COUNTY-  NJ/ATLANTIC
 JU0583  COUNTRY     -  US
 JU0583  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0583
 JU0583                         *CURRENT SURVEY CONTROL
 JU0583  ______________________________________________________________________
 JU0583* NAD 83(1986) POSITION- 39 30 23.     (N) 074 40 39.     (W)   SCALED
 JU0583* NAVD 88 ORTHO HEIGHT -    17.933 (meters)       58.84  (feet) ADJUSTED
 JU0583  ______________________________________________________________________
 JU0583  GEOID HEIGHT    -        -33.769 (meters)                     GEOID18
 JU0583  DYNAMIC HEIGHT  -         17.924 (meters)       58.81  (feet) COMP
 JU0583  MODELED GRAVITY -    980,127.6   (mgal)                       NAVD 88
 JU0583
 JU0583  VERT ORDER      -  SECOND    CLASS 0
 JU0583
 JU0583.The horizontal coordinates were scaled from a map and have
 JU0583.an estimated accuracy of +/- 6 seconds.
 JU0583
 JU0583.The orthometric height was determined by differential leveling and
 JU0583.adjusted by the NATIONAL GEODETIC SURVEY
 JU0583.in June 1991.
 JU0583
 JU0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0583.GEOID18 height accuracy estimate available here.
 JU0583
 JU0583.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ277730(NAD 83)
 JU0583
 JU0583                          SUPERSEDED SURVEY CONTROL
 JU0583
 JU0583  NGVD 29 (11/26/84)   18.310  (m)           60.07   (f) ADJUSTED    2 0
 JU0583
 JU0583.Superseded values are not recommended for survey control.
 JU0583
 JU0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0583.See file dsdata.pdf to determine how the superseded data were derived.
 JU0583
 JU0583_MARKER: DB = BENCH MARK DISK
 JU0583_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0583_SP_SET: CULVERT HEADWALL
 JU0583_STAMPING: F 57 1961
 JU0583_MARK LOGO: CGS
 JU0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0583+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU0584 ***********************************************************************
 JU0584  DESIGNATION -  F 57 RESET
 JU0584  PID         -  JU0584
 JU0584  STATE/COUNTY-  NJ/ATLANTIC
 JU0584  COUNTRY     -  US
 JU0584  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0584
 JU0584                         *CURRENT SURVEY CONTROL
 JU0584  ______________________________________________________________________
 JU0584* NAD 83(1986) POSITION- 39 30 23.9    (N) 074 40 38.7    (W)   HD_HELD2
 JU0584* NAVD 88 ORTHO HEIGHT -    17.368 (meters)       56.98  (feet) ADJUSTED
 JU0584  ______________________________________________________________________
 JU0584  GEOID HEIGHT    -        -33.768 (meters)                     GEOID18
 JU0584  DYNAMIC HEIGHT  -         17.359 (meters)       56.95  (feet) COMP
 JU0584  MODELED GRAVITY -    980,127.5   (mgal)                       NAVD 88
 JU0584
 JU0584  VERT ORDER      -  FIRST     CLASS I
 JU0584
 JU0584.The horizontal coordinates were established by autonomous hand held GPS
 JU0584.observations and have an estimated accuracy of +/- 10 meters.
 JU0584
 JU0584.The orthometric height was determined by differential leveling and
 JU0584.adjusted by the NATIONAL GEODETIC SURVEY
 JU0584.in May 2011.
 JU0584
 JU0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0584.GEOID18 height accuracy estimate available here.
 JU0584
 JU0584.Click photographs - Photos may exist for this station.
 JU0584
 JU0584.The dynamic height is computed by dividing the NAVD 88
 JU0584.geopotential number by the normal gravity value computed on the
 JU0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0584.degrees latitude (g = 980.6199 gals.).
 JU0584
 JU0584.The modeled gravity was interpolated from observed gravity values.
 JU0584
 JU0584;                    North         East    Units  Estimated Accuracy
 JU0584;SPC NJ       -    74,757.      134,743.      MT  (+/- 10 meters HH2 GPS)
 JU0584
 JU0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2773273050(NAD 83)
 JU0584
 JU0584                          SUPERSEDED SURVEY CONTROL
 JU0584
 JU0584  NAVD 88 (02/11/25)   17.365  (m)           56.97   (f) SUPERSEDED  3 0
 JU0584  NGVD 29 (??/??/??)   17.74   (m)           58.2    (f) RESET       3  
 JU0584
 JU0584.Superseded values are not recommended for survey control.
 JU0584
 JU0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0584.See file dsdata.pdf to determine how the superseded data were derived.
 JU0584
 JU0584_MARKER: DB = BENCH MARK DISK
 JU0584_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0584_SP_SET: CULVERT DRAIN
 JU0584_STAMPING: F 57 RESET 1964
 JU0584_MARK LOGO: CGS
 JU0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0584+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 JU0584
 JU0584  HISTORY     - Date     Condition        Report By
 JU0584  HISTORY     - 1964     MONUMENTED       LOCSUR
 JU0584  HISTORY     - 20040925 GOOD             GEOCAC
 JU0584  HISTORY     - 20070817 GOOD             NJGS
 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
 JU0584                          STATION RECOVERY (2007)
 JU0584
 JU0584'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU0584'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN A DRILL HOLE IN THE
 JU0584'CENTER OF A CULVERT FOR A DRAIN JUST SOUTHWEST OF THE SOUTHERLY PIER
 JU0584'FOR THE ATLANTIC CITY EXPRESSWAY EAST BOUND LANES SPANNING NJ ROUTE
 JU0584'50, 52.0 FT (15.8 M) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 JU0584'LANES OF NJ ROUTE 50.
 JU0584'
 JU0584'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 322 AND NJ ROUTE
 JU0584'50, GO 2.8 MI (4.5 KM) NORTHEAST ON ROUTE 50 TO THE STATION ON THE
 JU0584'LEFT, NORTHWEST OF THE SOUTH BOUND LANES.
 JU0584'
 JU0584'IT IS 44.0 FT (13.4 M) SOUTHWEST OF POLE NUMBER H3547 AND 80.0 FT
 JU0584'(24.4 M) SOUTH OF THE SOUTHWEST PIER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0414 ***********************************************************************
 JU0414  DESIGNATION -  F 58
 JU0414  PID         -  JU0414
 JU0414  STATE/COUNTY-  NJ/CAPE MAY
 JU0414  COUNTRY     -  US
 JU0414  USGS QUAD   -  STONE HARBOR (2019)
 JU0414
 JU0414                         *CURRENT SURVEY CONTROL
 JU0414  ______________________________________________________________________
 JU0414* NAD 83(1986) POSITION- 39 07 15.6    (N) 074 47 30.9    (W)   HD_HELD2
 JU0414* NAVD 88 ORTHO HEIGHT -     3.465 (meters)       11.37  (feet) ADJUSTED
 JU0414  ______________________________________________________________________
 JU0414  GEOID HEIGHT    -        -35.079 (meters)                     GEOID18
 JU0414  DYNAMIC HEIGHT  -          3.463 (meters)       11.36  (feet) COMP
 JU0414  MODELED GRAVITY -    980,071.3   (mgal)                       NAVD 88
 JU0414
 JU0414  VERT ORDER      -  FIRST     CLASS II
 JU0414
 JU0414.The horizontal coordinates were established by autonomous hand held GPS
 JU0414.observations and have an estimated accuracy of +/- 10 meters.
 JU0414
 JU0414.The orthometric height was determined by differential leveling and
 JU0414.adjusted by the NATIONAL GEODETIC SURVEY
 JU0414.in May 2012.
 JU0414
 JU0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0414.GEOID18 height accuracy estimate available here.
 JU0414
 JU0414.Click photographs - Photos may exist for this station.
 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       -    31,973.      124,758.      MT  (+/- 10 meters HH2 GPS)
 JU0414
 JU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1798730224(NAD 83)
 JU0414
 JU0414                          SUPERSEDED SURVEY CONTROL
 JU0414
 JU0414  NAVD 88 (06/15/91)    3.494  (m)           11.46   (f) SUPERSEDED  1 2
 JU0414  NGVD 29 (04/16/92)    3.888  (m)           12.76   (f) ADJUSTED    1 2
 JU0414  NGVD 29 (01/10/92)    3.888  (m)           12.76   (f) SUPERSEDED  1 2
 JU0414  NGVD 29 (??/??/87)    3.897  (m)           12.79   (f) SUPERSEDED  1 2
 JU0414
 JU0414.Superseded values are not recommended for survey control.
 JU0414
 JU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0414.See file dsdata.pdf to determine how the superseded data were derived.
 JU0414
 JU0414_MARKER: DB = BENCH MARK DISK
 JU0414_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0414_SP_SET: CULVERT
 JU0414_STAMPING: F 58 1961
 JU0414_MARK LOGO: CGS
 JU0414_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0414+STABILITY: SURFACE MOTION
 JU0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0414+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2009
 JU0414
 JU0414  HISTORY     - Date     Condition        Report By
 JU0414  HISTORY     - 1961     MONUMENTED       CGS
 JU0414  HISTORY     - 1979     GOOD             NGS
 JU0414  HISTORY     - 20060818 GOOD             GEOCAC
 JU0414  HISTORY     - 20090721 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU0414
 JU0414                          STATION RECOVERY (2009)
 JU0414
 JU0414'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 JU0414'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0999 ***********************************************************************
 JU0999  DESIGNATION -  F 59
 JU0999  PID         -  JU0999
 JU0999  STATE/COUNTY-  NJ/CUMBERLAND
 JU0999  COUNTRY     -  US
 JU0999  USGS QUAD   -  DIVIDING CREEK (2019)
 JU0999
 JU0999                         *CURRENT SURVEY CONTROL
 JU0999  ______________________________________________________________________
 JU0999* NAD 83(2011) POSITION- 39 21 25.97550(N) 075 07 11.78979(W)   ADJUSTED
 JU0999* NAD 83(2011) ELLIP HT-   -12.046 (meters)        (06/27/12)   ADJUSTED
 JU0999* NAD 83(2011) EPOCH   -  2010.00
 JU0999* NAVD 88 ORTHO HEIGHT -    21.912 (meters)       71.89  (feet) ADJUSTED
 JU0999  ______________________________________________________________________
 JU0999  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 JU0999  NAD 83(2011) X  -  1,268,128.773 (meters)                     COMP
 JU0999  NAD 83(2011) Y  - -4,772,662.573 (meters)                     COMP
 JU0999  NAD 83(2011) Z  -  4,023,051.174 (meters)                     COMP
 JU0999  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 JU0999  DYNAMIC HEIGHT  -         21.900 (meters)       71.85  (feet) COMP
 JU0999  MODELED GRAVITY -    980,116.8   (mgal)                       NAVD 88
 JU0999
 JU0999  VERT ORDER      -  SECOND    CLASS 0
 JU0999
 JU0999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0999  Standards:
 JU0999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0999  -------------------------------------------------------------------
 JU0999  NETWORK    0.65   1.02           0.29   0.24   0.52      0.07196389
 JU0999  -------------------------------------------------------------------
 JU0999  Click here for local accuracies and other accuracy information.
 JU0999
 JU0999.The horizontal coordinates were established by GPS observations
 JU0999.and adjusted by the National Geodetic Survey in June 2012.
 JU0999
 JU0999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0999.been affixed to the stable North American tectonic plate. See 
 JU0999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0999
 JU0999.The horizontal coordinates are valid at the epoch date displayed above
 JU0999.which is a decimal equivalence of Year/Month/Day.
 JU0999
 JU0999.The orthometric height was determined by differential leveling and
 JU0999.adjusted by the NATIONAL GEODETIC SURVEY
 JU0999.in June 1991.
 JU0999
 JU0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0999.GEOID18 height accuracy estimate available here.
 JU0999
 JU0999.Click photographs - Photos may exist for this station.
 JU0999
 JU0999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0999
 JU0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0999
 JU0999.The ellipsoidal height was determined by GPS observations
 JU0999.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0999
 JU0999;                    North         East     Units Scale Factor Converg.
 JU0999;SPC NJ       -    58,337.460    96,572.902   MT  0.99993513   -0 23 35.3
 JU0999;SPC NJ       -   191,395.48    316,839.60   sFT  0.99993513   -0 23 35.3
 JU0999;UTM  18      - 4,356,425.239   489,666.469   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8966656425(NAD 83)
 JU0999
 JU0999                          SUPERSEDED SURVEY CONTROL
 JU0999
 JU0999  NAD 83(2007)-  39 21 25.97589(N)    075 07 11.79039(W) AD(2002.00) 0
 JU0999  ELLIP H (02/10/07)  -12.030  (m)                       GP(2002.00)    
 JU0999  ELLIP H (10/23/02)  -12.035  (m)                       GP(       ) 4 1
 JU0999  NAD 83(1996)-  39 21 25.97586(N)    075 07 11.79068(W) AD(       ) 1
 JU0999  ELLIP H (05/14/99)  -12.044  (m)                       GP(       ) 4 1
 JU0999  NAD 83(1992)-  39 21 25.97524(N)    075 07 11.79027(W) AD(       ) 1
 JU0999  ELLIP H (08/04/95)  -12.091  (m)                       GP(       ) 3 1
 JU0999  NAVD 88              21.91   (m)           71.9    (f) LEVELING    3  
 JU0999  NGVD 29 (04/16/92)   22.243  (m)           72.98   (f) ADJUSTED    2 0
 JU0999  NGVD 29 (??/??/87)   22.312  (m)           73.20   (f) SUPERSEDED  2 0
 JU0999
 JU0999.Superseded values are not recommended for survey control.
 JU0999
 JU0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0999.See file dsdata.pdf to determine how the superseded data were derived.
 JU0999
 JU0999_MARKER: DB = BENCH MARK DISK
 JU0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0999_STAMPING: F 59 1961
 JU0999_MARK LOGO: CGS
 JU0999_PROJECTION: PROJECTING 3 CENTIMETERS
 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 - March 19, 2020
 JU0999
 JU0999  HISTORY     - Date     Condition        Report By
 JU0999  HISTORY     - 1961     MONUMENTED       CGS
 JU0999  HISTORY     - 19940831 GOOD             NJGS
 JU0999  HISTORY     - 19950129 GOOD             USPSQD
 JU0999  HISTORY     - 20070112 GOOD             JCLS
 JU0999  HISTORY     - 20200319 GOOD             NJGS
 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.
 JU0999
 JU0999                          STATION RECOVERY (2007)
 JU0999
 JU0999'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 JU0999'RECOVERED IN GOOD CONDITION.
 JU0999
 JU0999                          STATION RECOVERY (2020)
 JU0999
 JU0999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU0999'NOTE THAT CONCRETE WALL IS REMOVED BUT FOUNDATION REMAINS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0015 ***********************************************************************
 JU0015  DESIGNATION -  F 6
 JU0015  PID         -  JU0015
 JU0015  STATE/COUNTY-  NJ/OCEAN
 JU0015  COUNTRY     -  US
 JU0015  USGS QUAD   -  SEASIDE PARK (2019)
 JU0015
 JU0015                         *CURRENT SURVEY CONTROL
 JU0015  ______________________________________________________________________
 JU0015* NAD 83(1986) POSITION- 39 56 27.     (N) 074 04 30.     (W)   SCALED
 JU0015* NAVD 88 ORTHO HEIGHT -     1.709 (meters)        5.61  (feet) ADJUSTED
 JU0015  ______________________________________________________________________
 JU0015  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 JU0015  DYNAMIC HEIGHT  -          1.708 (meters)        5.60  (feet) COMP
 JU0015  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 JU0015
 JU0015  VERT ORDER      -  FIRST     CLASS I
 JU0015
 JU0015.The horizontal coordinates were scaled from a map and have
 JU0015.an estimated accuracy of +/- 6 seconds.
 JU0015
 JU0015.The orthometric height was determined by differential leveling and
 JU0015.adjusted by the NATIONAL GEODETIC SURVEY
 JU0015.in June 1991.
 JU0015
 JU0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0015.GEOID18 height accuracy estimate available here.
 JU0015
 JU0015.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK790215(NAD 83)
 JU0015
 JU0015                          SUPERSEDED SURVEY CONTROL
 JU0015
 JU0015  NGVD 29 (04/16/92)    2.060  (m)            6.76   (f) ADJUSTED    1 1
 JU0015  NGVD 29 (??/??/87)    2.078  (m)            6.82   (f) SUPERSEDED  1 1
 JU0015
 JU0015.Superseded values are not recommended for survey control.
 JU0015
 JU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0015.See file dsdata.pdf to determine how the superseded data were derived.
 JU0015
 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 = JULY 24, 2026 22:12:30 EDT
 KV0465 ***********************************************************************
 KV0465  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0465  DESIGNATION -  F 62
 KV0465  PID         -  KV0465
 KV0465  STATE/COUNTY-  NJ/HUDSON
 KV0465  COUNTRY     -  US
 KV0465  USGS QUAD   -  WEEHAWKEN (2016)
 KV0465
 KV0465                         *CURRENT SURVEY CONTROL
 KV0465  ______________________________________________________________________
 KV0465* NAD 83(1986) POSITION- 40 47 53.     (N) 074 04 04.     (W)   SCALED
 KV0465* NAVD 88 ORTHO HEIGHT -     0.989 (meters)        3.24  (feet) ADJUSTED
 KV0465  ______________________________________________________________________
 KV0465  GEOID HEIGHT    -        -31.985 (meters)                     GEOID18
 KV0465  DYNAMIC HEIGHT  -          0.989 (meters)        3.24  (feet) COMP
 KV0465  MODELED GRAVITY -    980,236.8   (mgal)                       NAVD 88
 KV0465
 KV0465  VERT ORDER      -  SECOND    CLASS 0
 KV0465
 KV0465.The horizontal coordinates were scaled from a map and have
 KV0465.an estimated accuracy of +/- 6 seconds.
 KV0465
 KV0465.The orthometric height was determined by differential leveling and
 KV0465.adjusted by the NATIONAL GEODETIC SURVEY
 KV0465.in June 1991.
 KV0465
 KV0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0465.GEOID18 height accuracy estimate available here.
 KV0465
 KV0465.This Tidal Bench Mark is designated as VM 11250
 KV0465.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0465
 KV0465.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL786167(NAD 83)
 KV0465
 KV0465                          SUPERSEDED SURVEY CONTROL
 KV0465
 KV0465  NGVD 29 (11/26/84)    1.315  (m)            4.31   (f) ADJUSTED    2 0
 KV0465
 KV0465.Superseded values are not recommended for survey control.
 KV0465
 KV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0465.See file dsdata.pdf to determine how the superseded data were derived.
 KV0465
 KV0465_MARKER: DB = BENCH MARK DISK
 KV0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0465_SP_SET: PIER FOOTING
 KV0465_STAMPING: F 62 1962
 KV0465_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0710 ***********************************************************************
 JU0710  DESIGNATION -  F 63
 JU0710  PID         -  JU0710
 JU0710  STATE/COUNTY-  NJ/CAMDEN
 JU0710  COUNTRY     -  US
 JU0710  USGS QUAD   -  RUNNEMEDE (2019)
 JU0710
 JU0710                         *CURRENT SURVEY CONTROL
 JU0710  ______________________________________________________________________
 JU0710* NAD 83(1986) POSITION- 39 51 16.     (N) 075 02 09.     (W)   SCALED
 JU0710* NAVD 88 ORTHO HEIGHT -    23.627 (meters)       77.52  (feet) ADJUSTED
 JU0710  ______________________________________________________________________
 JU0710  GEOID HEIGHT    -        -32.852 (meters)                     GEOID18
 JU0710  DYNAMIC HEIGHT  -         23.616 (meters)       77.48  (feet) COMP
 JU0710  MODELED GRAVITY -    980,178.6   (mgal)                       NAVD 88
 JU0710
 JU0710  VERT ORDER      -  FIRST     CLASS I
 JU0710
 JU0710.The horizontal coordinates were scaled from a map and have
 JU0710.an estimated accuracy of +/- 6 seconds.
 JU0710
 JU0710.The orthometric height was determined by differential leveling and
 JU0710.adjusted by the NATIONAL GEODETIC SURVEY
 JU0710.in June 1991.
 JU0710
 JU0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0710.GEOID18 height accuracy estimate available here.
 JU0710
 JU0710.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK969116(NAD 83)
 JU0710
 JU0710                          SUPERSEDED SURVEY CONTROL
 JU0710
 JU0710  NGVD 29 (11/26/84)   23.977  (m)           78.66   (f) ADJUSTED    1 1
 JU0710
 JU0710.Superseded values are not recommended for survey control.
 JU0710
 JU0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0710.See file dsdata.pdf to determine how the superseded data were derived.
 JU0710
 JU0710_MARKER: DB = BENCH MARK DISK
 JU0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0710_STAMPING: F 63 1963
 JU0710_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0534 ***********************************************************************
 JU0534  DESIGNATION -  F 64
 JU0534  PID         -  JU0534
 JU0534  STATE/COUNTY-  NJ/ATLANTIC
 JU0534  COUNTRY     -  US
 JU0534  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0534
 JU0534                         *CURRENT SURVEY CONTROL
 JU0534  ______________________________________________________________________
 JU0534* NAD 83(1986) POSITION- 39 26 57.     (N) 074 32 15.     (W)   SCALED
 JU0534* NAVD 88 ORTHO HEIGHT -     9.192 (meters)       30.16  (feet) ADJUSTED
 JU0534  ______________________________________________________________________
 JU0534  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 JU0534  DYNAMIC HEIGHT  -          9.187 (meters)       30.14  (feet) COMP
 JU0534  MODELED GRAVITY -    980,124.4   (mgal)                       NAVD 88
 JU0534
 JU0534  VERT ORDER      -  FIRST     CLASS I
 JU0534
 JU0534.The horizontal coordinates were scaled from a map and have
 JU0534.an estimated accuracy of +/- 6 seconds.
 JU0534
 JU0534.The orthometric height was determined by differential leveling and
 JU0534.adjusted by the NATIONAL GEODETIC SURVEY
 JU0534.in June 1991.
 JU0534
 JU0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0534.GEOID18 height accuracy estimate available here.
 JU0534
 JU0534.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ397667(NAD 83)
 JU0534
 JU0534                          SUPERSEDED SURVEY CONTROL
 JU0534
 JU0534  NGVD 29 (11/26/84)    9.576  (m)           31.42   (f) ADJUSTED    1 1
 JU0534
 JU0534.Superseded values are not recommended for survey control.
 JU0534
 JU0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0534.See file dsdata.pdf to determine how the superseded data were derived.
 JU0534
 JU0534_MARKER: DB = BENCH MARK DISK
 JU0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0534_SP_SET: OVERPASS
 JU0534_STAMPING: F 64 1963
 JU0534_MARK LOGO: CGS
 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  HISTORY     - 20100925 MARK NOT FOUND   NJGS
 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.
 JU0534
 JU0534                          STATION RECOVERY (2010)
 JU0534
 JU0534'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU0534'THE DISK WAS REMOVED, STEM FOUND AT LOCATION. STATION CONSIDERED
 JU0534'DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0361 ***********************************************************************
 JU0361  DESIGNATION -  F 65
 JU0361  PID         -  JU0361
 JU0361  STATE/COUNTY-  NJ/ATLANTIC
 JU0361  COUNTRY     -  US
 JU0361  USGS QUAD   -  OCEAN CITY (2019)
 JU0361
 JU0361                         *CURRENT SURVEY CONTROL
 JU0361  ______________________________________________________________________
 JU0361* NAD 83(1986) POSITION- 39 18 28.     (N) 074 35 54.     (W)   SCALED
 JU0361* NAVD 88 ORTHO HEIGHT -     4.270 (meters)       14.01  (feet) ADJUSTED
 JU0361  ______________________________________________________________________
 JU0361  GEOID HEIGHT    -        -34.476 (meters)                     GEOID18
 JU0361  DYNAMIC HEIGHT  -          4.268 (meters)       14.00  (feet) COMP
 JU0361  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 JU0361
 JU0361  VERT ORDER      -  FIRST     CLASS I
 JU0361
 JU0361.The horizontal coordinates were scaled from a map and have
 JU0361.an estimated accuracy of +/- 6 seconds.
 JU0361
 JU0361.The orthometric height was determined by differential leveling and
 JU0361.adjusted by the NATIONAL GEODETIC SURVEY
 JU0361.in June 1991.
 JU0361
 JU0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0361.GEOID18 height accuracy estimate available here.
 JU0361
 JU0361.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ346510(NAD 83)
 JU0361
 JU0361                          SUPERSEDED SURVEY CONTROL
 JU0361
 JU0361  NGVD 29 (04/16/92)    4.665  (m)           15.31   (f) ADJUSTED    1 1
 JU0361  NGVD 29 (01/10/92)    4.665  (m)           15.31   (f) SUPERSEDED  1 1
 JU0361  NGVD 29 (??/??/87)    4.665  (m)           15.31   (f) SUPERSEDED  1 1
 JU0361
 JU0361.Superseded values are not recommended for survey control.
 JU0361
 JU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0361.See file dsdata.pdf to determine how the superseded data were derived.
 JU0361
 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  HISTORY     - 20120109 POOR             INDIV
 JU0361  HISTORY     - 20121111 MARK NOT FOUND   INDIV
 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.
 JU0361
 JU0361                          STATION RECOVERY (2012)
 JU0361
 JU0361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0361'STATION IS STILL IN PLACE BUT THE CONCRETE SURROUNDING IT HAS BEEN
 JU0361'BROKEN BY CONSTRUCTION ACTIVITY. A NEW ELEVATED ROADWAY HAS RECENTLY
 JU0361'BEEN BUILT ADJACENT TO THE OLD STATE HIGHWAY 52. THE BRIDGE WHERE THE
 JU0361'STATION IS LOCATED HAS BEEN CLOSED TO TRAFFIC AND BOTH THE STATION AND
 JU0361'BRIDGE ARE SCHEDULED TO BE DEMOLISHED IN THE NEAR FUTURE.
 JU0361
 JU0361                          STATION RECOVERY (2012)
 JU0361
 JU0361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (HBH)
 JU0361'THE OLD STATE HIGHWAY 52 BRIDGE WHERE THE STATION WAS LOCATED HAS BEEN
 JU0361'DEMOLISHED. A NEW HIGH-RISE BRIDGE HAS BEEN BUILT SOUTHWEST OF THE
 JU0361'FORMER BRIDGE LOCATION. THE STATION SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0109 ***********************************************************************
 JU0109  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0109  DESIGNATION -  F 66
 JU0109  PID         -  JU0109
 JU0109  STATE/COUNTY-  NJ/BURLINGTON
 JU0109  COUNTRY     -  US
 JU0109  USGS QUAD   -  NEW GRETNA (2019)
 JU0109
 JU0109                         *CURRENT SURVEY CONTROL
 JU0109  ______________________________________________________________________
 JU0109* NAD 83(1986) POSITION- 39 35 34.38   (N) 074 26 40.26   (W)   HD_HELD1
 JU0109* NAVD 88 ORTHO HEIGHT -     2.150 (meters)        7.05  (feet) ADJUSTED
 JU0109  ______________________________________________________________________
 JU0109  GEOID HEIGHT    -        -33.422 (meters)                     GEOID18
 JU0109  DYNAMIC HEIGHT  -          2.149 (meters)        7.05  (feet) COMP
 JU0109  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 JU0109
 JU0109  VERT ORDER      -  FIRST     CLASS I
 JU0109
 JU0109.The horizontal coordinates were determined by differentially corrected
 JU0109.hand held GPS observations or other comparable positioning techniques
 JU0109.and have an estimated accuracy of +/- 3 meters.
 JU0109
 JU0109.The orthometric height was determined by differential leveling and
 JU0109.adjusted by the NATIONAL GEODETIC SURVEY
 JU0109.in April 1997.
 JU0109
 JU0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0109.GEOID18 height accuracy estimate available here.
 JU0109
 JU0109.This Tidal Bench Mark is designated as VM 2640
 JU0109.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0109
 JU0109.Click photographs - Photos may exist for this station.
 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       -    84,317.9     154,765.5     MT  (+/- 3 meters HH1 GPS) 
 JU0109
 JU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4769682720(NAD 83)
 JU0109
 JU0109                          SUPERSEDED SURVEY CONTROL
 JU0109
 JU0109  NAVD 88 (06/15/91)    2.153  (m)            7.06   (f) SUPERSEDED  1 1
 JU0109  NGVD 29 (04/16/92)    2.540  (m)            8.33   (f) ADJUSTED    1 1
 JU0109  NGVD 29 (01/10/92)    2.540  (m)            8.33   (f) SUPERSEDED  1 1
 JU0109  NGVD 29 (??/??/87)    2.540  (m)            8.33   (f) SUPERSEDED  1 1
 JU0109
 JU0109.Superseded values are not recommended for survey control.
 JU0109
 JU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0109.See file dsdata.pdf to determine how the superseded data were derived.
 JU0109
 JU0109_STAMPING: F 66 1964
 JU0109_MARK LOGO: CGS
 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  HISTORY     - 20200214 MARK NOT FOUND   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.
 JU0109
 JU0109                          STATION RECOVERY (2020)
 JU0109
 JU0109'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0264 ***********************************************************************
 JU0264  DESIGNATION -  F 67
 JU0264  PID         -  JU0264
 JU0264  STATE/COUNTY-  NJ/ATLANTIC
 JU0264  COUNTRY     -  US
 JU0264  USGS QUAD   -  OCEANVILLE (2019)
 JU0264
 JU0264                         *CURRENT SURVEY CONTROL
 JU0264  ______________________________________________________________________
 JU0264* NAD 83(1986) POSITION- 39 29 36.     (N) 074 27 24.     (W)   SCALED
 JU0264* NAVD 88 ORTHO HEIGHT -    10.643 (meters)       34.92  (feet) ADJUSTED
 JU0264  ______________________________________________________________________
 JU0264  GEOID HEIGHT    -        -33.797 (meters)                     GEOID18
 JU0264  DYNAMIC HEIGHT  -         10.638 (meters)       34.90  (feet) COMP
 JU0264  MODELED GRAVITY -    980,134.1   (mgal)                       NAVD 88
 JU0264
 JU0264  VERT ORDER      -  FIRST     CLASS I
 JU0264
 JU0264.The horizontal coordinates were scaled from a map and have
 JU0264.an estimated accuracy of +/- 6 seconds.
 JU0264
 JU0264.The orthometric height was determined by differential leveling and
 JU0264.adjusted by the NATIONAL GEODETIC SURVEY
 JU0264.in June 1991.
 JU0264
 JU0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0264.GEOID18 height accuracy estimate available here.
 JU0264
 JU0264.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ467716(NAD 83)
 JU0264
 JU0264                          SUPERSEDED SURVEY CONTROL
 JU0264
 JU0264  NGVD 29 (04/16/92)   11.031  (m)           36.19   (f) ADJUSTED    1 1
 JU0264  NGVD 29 (01/10/92)   11.031  (m)           36.19   (f) SUPERSEDED  1 1
 JU0264  NGVD 29 (??/??/87)   11.031  (m)           36.19   (f) SUPERSEDED  1 1
 JU0264
 JU0264.Superseded values are not recommended for survey control.
 JU0264
 JU0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0264.See file dsdata.pdf to determine how the superseded data were derived.
 JU0264
 JU0264_MARKER: DB = BENCH MARK DISK
 JU0264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0264_STAMPING: F 67 1964
 JU0264_MARK LOGO: CGS
 JU0264_PROJECTION: RECESSED 3 CENTIMETERS
 JU0264_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0264+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 JU0264_ROD/PIPE-DEPTH: 36.6 meters
 JU0264
 JU0264  HISTORY     - Date     Condition        Report By
 JU0264  HISTORY     - 1964     MONUMENTED       CGS
 JU0264  HISTORY     - 1979     GOOD             NGS
 JU0264  HISTORY     - 20140409 GOOD             INDIV
 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.
 JU0264
 JU0264                          STATION RECOVERY (2014)
 JU0264
 JU0264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 JU0264'RECOVERED IN GOOD CONDITION 2 INCHES BELOW GROUND AND 8 INCHES EAST OF
 JU0264'A STEEL WITNESS POST. THE CHAIN FENCE IS NO LONGER THERE AND THE
 JU0264'STATION IS 1.5 MILES NORTH OF THE RELOCATED OCEANVILLE POST OFFICE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0053 ***********************************************************************
 JU0053  DESIGNATION -  F 68
 JU0053  PID         -  JU0053
 JU0053  STATE/COUNTY-  NJ/OCEAN
 JU0053  COUNTRY     -  US
 JU0053  USGS QUAD   -  FORKED RIVER (2019)
 JU0053
 JU0053                         *CURRENT SURVEY CONTROL
 JU0053  ______________________________________________________________________
 JU0053* NAD 83(1986) POSITION- 39 51 19.     (N) 074 10 48.     (W)   SCALED
 JU0053* NAVD 88 ORTHO HEIGHT -    10.689 (meters)       35.07  (feet) ADJUSTED
 JU0053  ______________________________________________________________________
 JU0053  GEOID HEIGHT    -        -33.089 (meters)                     GEOID18
 JU0053  DYNAMIC HEIGHT  -         10.684 (meters)       35.05  (feet) COMP
 JU0053  MODELED GRAVITY -    980,164.6   (mgal)                       NAVD 88
 JU0053
 JU0053  VERT ORDER      -  FIRST     CLASS I
 JU0053
 JU0053.The horizontal coordinates were scaled from a map and have
 JU0053.an estimated accuracy of +/- 6 seconds.
 JU0053
 JU0053.The orthometric height was determined by differential leveling and
 JU0053.adjusted by the NATIONAL GEODETIC SURVEY
 JU0053.in June 1991.
 JU0053
 JU0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0053.GEOID18 height accuracy estimate available here.
 JU0053
 JU0053.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK701120(NAD 83)
 JU0053
 JU0053                          SUPERSEDED SURVEY CONTROL
 JU0053
 JU0053  NGVD 29 (04/16/92)   11.060  (m)           36.29   (f) ADJUSTED    1 1
 JU0053  NGVD 29 (01/10/92)   11.060  (m)           36.29   (f) SUPERSEDED  1 1
 JU0053  NGVD 29 (??/??/87)   11.060  (m)           36.29   (f) SUPERSEDED  1 1
 JU0053
 JU0053.Superseded values are not recommended for survey control.
 JU0053
 JU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0053.See file dsdata.pdf to determine how the superseded data were derived.
 JU0053
 JU0053_MARKER: DB = BENCH MARK DISK
 JU0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU0001 ***********************************************************************
 JU0001  DESIGNATION -  F 69
 JU0001  PID         -  JU0001
 JU0001  STATE/COUNTY-  NJ/OCEAN
 JU0001  COUNTRY     -  US
 JU0001  USGS QUAD   -  SEASIDE PARK (2019)
 JU0001
 JU0001                         *CURRENT SURVEY CONTROL
 JU0001  ______________________________________________________________________
 JU0001* NAD 83(1986) POSITION- 39 59 21.     (N) 074 03 53.     (W)   SCALED
 JU0001* NAVD 88 ORTHO HEIGHT -     1.793 (meters)        5.88  (feet) ADJUSTED
 JU0001  ______________________________________________________________________
 JU0001  GEOID HEIGHT    -        -33.075 (meters)                     GEOID18
 JU0001  DYNAMIC HEIGHT  -          1.792 (meters)        5.88  (feet) COMP
 JU0001  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 JU0001
 JU0001  VERT ORDER      -  FIRST     CLASS I
 JU0001
 JU0001.The horizontal coordinates were scaled from a map and have
 JU0001.an estimated accuracy of +/- 6 seconds.
 JU0001
 JU0001.The orthometric height was determined by differential leveling and
 JU0001.adjusted by the NATIONAL GEODETIC SURVEY
 JU0001.in June 1991.
 JU0001
 JU0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0001.GEOID18 height accuracy estimate available here.
 JU0001
 JU0001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK798269(NAD 83)
 JU0001
 JU0001                          SUPERSEDED SURVEY CONTROL
 JU0001
 JU0001  NGVD 29 (04/16/92)    2.139  (m)            7.02   (f) ADJUSTED    1 1
 JU0001  NGVD 29 (??/??/87)    2.170  (m)            7.12   (f) SUPERSEDED  1 1
 JU0001
 JU0001.Superseded values are not recommended for survey control.
 JU0001
 JU0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0001.See file dsdata.pdf to determine how the superseded data were derived.
 JU0001
 JU0001_STAMPING: F 69 1964
 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  HISTORY     - 20160323 MARK NOT FOUND   NJGS
 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.
 JU0001
 JU0001                          STATION RECOVERY (2016)
 JU0001
 JU0001'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU0001'THE DISK HAS BEEN PRIED OFF OF ITS STEM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0048 ***********************************************************************
 KV0048  DESIGNATION -  F 71
 KV0048  PID         -  KV0048
 KV0048  STATE/COUNTY-  NJ/UNION
 KV0048  COUNTRY     -  US
 KV0048  USGS QUAD   -  PERTH AMBOY (2016)
 KV0048
 KV0048                         *CURRENT SURVEY CONTROL
 KV0048  ______________________________________________________________________
 KV0048* NAD 83(1986) POSITION- 40 37 08.52   (N) 074 16 57.63   (W)   HD_HELD1
 KV0048* NAVD 88 ORTHO HEIGHT -     6.645 (meters)       21.80  (feet) ADJUSTED
 KV0048  ______________________________________________________________________
 KV0048  GEOID HEIGHT    -        -32.598 (meters)                     GEOID18
 KV0048  DYNAMIC HEIGHT  -          6.642 (meters)       21.79  (feet) COMP
 KV0048  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 KV0048
 KV0048  VERT ORDER      -  FIRST     CLASS I
 KV0048
 KV0048.The horizontal coordinates were determined by differentially corrected
 KV0048.hand held GPS observations or other comparable positioning techniques
 KV0048.and have an estimated accuracy of +/- 3 meters.
 KV0048
 KV0048.The orthometric height was determined by differential leveling and
 KV0048.adjusted by the NATIONAL GEODETIC SURVEY
 KV0048.in June 1991.
 KV0048
 KV0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0048.GEOID18 height accuracy estimate available here.
 KV0048
 KV0048.Click photographs - Photos may exist for this station.
 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       -   198,268.1     168,387.7     MT  (+/- 3 meters HH1 GPS) 
 KV0048
 KV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6067496714(NAD 83)
 KV0048
 KV0048                          SUPERSEDED SURVEY CONTROL
 KV0048
 KV0048  NGVD 29 (04/16/92)    6.967  (m)           22.86   (f) ADJUSTED    1 1
 KV0048  NGVD 29 (??/??/87)    6.989  (m)           22.93   (f) SUPERSEDED  1 1
 KV0048
 KV0048.Superseded values are not recommended for survey control.
 KV0048
 KV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0048.See file dsdata.pdf to determine how the superseded data were derived.
 KV0048
 KV0048_MARKER: DB = BENCH MARK DISK
 KV0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0048_SP_SET: BRIDGE
 KV0048_STAMPING: F 71 1964
 KV0048_MARK LOGO: CGS
 KV0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0048+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 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  HISTORY     - 20231025 GOOD             NJGS
 KV0048  HISTORY     - 20250717 GOOD             AAAS
 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.
 KV0048
 KV0048                          STATION RECOVERY (2023)
 KV0048
 KV0048'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV0048'RECOVERED IN GOOD CONDITION.
 KV0048
 KV0048                          STATION RECOVERY (2025)
 KV0048
 KV0048'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0052 ***********************************************************************
 KV0052  DESIGNATION -  F 72
 KV0052  PID         -  KV0052
 KV0052  STATE/COUNTY-  NJ/UNION
 KV0052  COUNTRY     -  US
 KV0052  USGS QUAD   -  PERTH AMBOY (2016)
 KV0052
 KV0052                         *CURRENT SURVEY CONTROL
 KV0052  ______________________________________________________________________
 KV0052* NAD 83(1986) POSITION- 40 37 05.     (N) 074 15 01.     (W)   SCALED
 KV0052* NAVD 88 ORTHO HEIGHT -     6.187 (meters)       20.30  (feet) ADJUSTED
 KV0052  ______________________________________________________________________
 KV0052  GEOID HEIGHT    -        -32.514 (meters)                     GEOID18
 KV0052  DYNAMIC HEIGHT  -          6.184 (meters)       20.29  (feet) COMP
 KV0052  MODELED GRAVITY -    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 map and have
 KV0052.an estimated accuracy of +/- 6 seconds.
 KV0052
 KV0052.The orthometric height was determined by differential leveling and
 KV0052.adjusted by the NATIONAL GEODETIC SURVEY
 KV0052.in June 1991.
 KV0052
 KV0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0052.GEOID18 height accuracy estimate available here.
 KV0052
 KV0052.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK634966(NAD 83)
 KV0052
 KV0052                          SUPERSEDED SURVEY CONTROL
 KV0052
 KV0052  NGVD 29 (04/16/92)    6.511  (m)           21.36   (f) ADJUSTED    1 1
 KV0052  NGVD 29 (??/??/87)    6.529  (m)           21.42   (f) SUPERSEDED  1 1
 KV0052
 KV0052.Superseded values are not recommended for survey control.
 KV0052
 KV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0052.See file dsdata.pdf to determine how the superseded data were derived.
 KV0052
 KV0052_MARKER: DB = BENCH MARK DISK
 KV0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0052_SP_SET: HANGAR FOUNDATION
 KV0052_STAMPING: F 72 1965
 KV0052_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0963 ***********************************************************************
 KV0963  DESIGNATION -  F 73
 KV0963  PID         -  KV0963
 KV0963  STATE/COUNTY-  NJ/MIDDLESEX
 KV0963  COUNTRY     -  US
 KV0963  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0963
 KV0963                         *CURRENT SURVEY CONTROL
 KV0963  ______________________________________________________________________
 KV0963* NAD 83(1986) POSITION- 40 26 28.     (N) 074 19 23.     (W)   SCALED
 KV0963* NAVD 88 ORTHO HEIGHT -    14.961 (meters)       49.08  (feet) ADJUSTED
 KV0963  ______________________________________________________________________
 KV0963  GEOID HEIGHT    -        -32.544 (meters)                     GEOID18
 KV0963  DYNAMIC HEIGHT  -         14.955 (meters)       49.06  (feet) COMP
 KV0963  MODELED GRAVITY -    980,209.4   (mgal)                       NAVD 88
 KV0963
 KV0963  VERT ORDER      -  FIRST     CLASS II
 KV0963
 KV0963.The horizontal coordinates were scaled from a map and have
 KV0963.an estimated accuracy of +/- 6 seconds.
 KV0963
 KV0963.The orthometric height was determined by differential leveling and
 KV0963.adjusted by the NATIONAL GEODETIC SURVEY
 KV0963.in June 1991.
 KV0963
 KV0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0963.GEOID18 height accuracy estimate available here.
 KV0963
 KV0963.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK574769(NAD 83)
 KV0963
 KV0963                          SUPERSEDED SURVEY CONTROL
 KV0963
 KV0963  NGVD 29 (??/??/92)   15.337  (m)           50.32   (f) SUPERSEDED  1 2
 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
 KV0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0963.See file dsdata.pdf to determine how the superseded data were derived.
 KV0963
 KV0963_STAMPING: F 73 1974
 KV0963
 KV0963  HISTORY     - Date     Condition        Report By
 KV0963  HISTORY     - 1974     MONUMENTED       NGS
 KV0963  HISTORY     - 20210122 MARK NOT FOUND   NJGS
 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.
 KV0963
 KV0963                          STATION RECOVERY (2021)
 KV0963
 KV0963'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0963'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1127 ***********************************************************************
 KV1127  DESIGNATION -  F 74
 KV1127  PID         -  KV1127
 KV1127  STATE/COUNTY-  NJ/MERCER
 KV1127  COUNTRY     -  US
 KV1127  USGS QUAD   -  HIGHTSTOWN (2019)
 KV1127
 KV1127                         *CURRENT SURVEY CONTROL
 KV1127  ______________________________________________________________________
 KV1127* NAD 83(1986) POSITION- 40 15 25.     (N) 074 32 58.     (W)   SCALED
 KV1127* NAVD 88 ORTHO HEIGHT -    43.034 (meters)      141.19  (feet) ADJUSTED
 KV1127  ______________________________________________________________________
 KV1127  GEOID HEIGHT    -        -32.745 (meters)                     GEOID18
 KV1127  DYNAMIC HEIGHT  -         43.015 (meters)      141.13  (feet) COMP
 KV1127  MODELED GRAVITY -    980,198.3   (mgal)                       NAVD 88
 KV1127
 KV1127  VERT ORDER      -  FIRST     CLASS II
 KV1127
 KV1127.The horizontal coordinates were scaled from a map and have
 KV1127.an estimated accuracy of +/- 6 seconds.
 KV1127
 KV1127.The orthometric height was determined by differential leveling and
 KV1127.adjusted by the NATIONAL GEODETIC SURVEY
 KV1127.in June 1991.
 KV1127
 KV1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1127.GEOID18 height accuracy estimate available here.
 KV1127
 KV1127.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK383563(NAD 83)
 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
 KV1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1127.See file dsdata.pdf to determine how the superseded data were derived.
 KV1127
 KV1127_MARKER: DV = VERTICAL CONTROL DISK
 KV1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1127_SP_SET: OVERPASS
 KV1127_STAMPING: F 74 1974
 KV1127_MARK LOGO: NGS
 KV1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1127
 KV1127  HISTORY     - Date     Condition        Report By
 KV1127  HISTORY     - 1974     MONUMENTED       NGS
 KV1127  HISTORY     - 20160420 MARK NOT FOUND   NJGS
 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.
 KV1127
 KV1127                          STATION RECOVERY (2016)
 KV1127
 KV1127'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV1127'THE STRUCTURE, RAILROAD OVERPASS INTO WHICH THE STATION WAS SET HAS
 KV1127'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1145 ***********************************************************************
 KV1145  DESIGNATION -  F 75
 KV1145  PID         -  KV1145
 KV1145  STATE/COUNTY-  NJ/BURLINGTON
 KV1145  COUNTRY     -  US
 KV1145  USGS QUAD   -  TRENTON EAST (2019)
 KV1145
 KV1145                         *CURRENT SURVEY CONTROL
 KV1145  ______________________________________________________________________
 KV1145* NAD 83(1986) POSITION- 40 08 30.5    (N) 074 43 04.9    (W)   HD_HELD2
 KV1145* NAVD 88 ORTHO HEIGHT -    12.124 (meters)       39.78  (feet) ADJUSTED
 KV1145  ______________________________________________________________________
 KV1145  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 KV1145  DYNAMIC HEIGHT  -         12.118 (meters)       39.76  (feet) COMP
 KV1145  MODELED GRAVITY -    980,196.3   (mgal)                       NAVD 88
 KV1145
 KV1145  VERT ORDER      -  FIRST     CLASS I
 KV1145
 KV1145.The horizontal coordinates were established by autonomous hand held GPS
 KV1145.observations and have an estimated accuracy of +/- 10 meters.
 KV1145
 KV1145.The orthometric height was determined by differential leveling and
 KV1145.adjusted by the NATIONAL GEODETIC SURVEY
 KV1145.in June 1991.
 KV1145
 KV1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1145.GEOID18 height accuracy estimate available here.
 KV1145
 KV1145.Click photographs - Photos may exist for this station.
 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       -   145,281.      131,422.      MT  (+/- 10 meters HH2 GPS)
 KV1145
 KV1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2401943534(NAD 83)
 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
 KV1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1145.See file dsdata.pdf to determine how the superseded data were derived.
 KV1145
 KV1145_MARKER: DV = VERTICAL CONTROL 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 = JULY 24, 2026 22:12:30 EDT
 KV1166 ***********************************************************************
 KV1166  DESIGNATION -  F 76
 KV1166  PID         -  KV1166
 KV1166  STATE/COUNTY-  NJ/BURLINGTON
 KV1166  COUNTRY     -  US
 KV1166  USGS QUAD   -  BEVERLY (2016)
 KV1166
 KV1166                         *CURRENT SURVEY CONTROL
 KV1166  ______________________________________________________________________
 KV1166* NAD 83(1986) POSITION- 40 03 10.6    (N) 074 56 49.8    (W)   HD_HELD2
 KV1166* NAVD 88 ORTHO HEIGHT -     6.497 (meters)       21.32  (feet) ADJUSTED
 KV1166  ______________________________________________________________________
 KV1166  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 KV1166  DYNAMIC HEIGHT  -          6.494 (meters)       21.31  (feet) COMP
 KV1166  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 KV1166
 KV1166  VERT ORDER      -  FIRST     CLASS II
 KV1166
 KV1166.The horizontal coordinates were established by autonomous hand held GPS
 KV1166.observations and have an estimated accuracy of +/- 10 meters.
 KV1166
 KV1166.The orthometric height was determined by differential leveling and
 KV1166.adjusted by the NATIONAL GEODETIC SURVEY
 KV1166.in June 1991.
 KV1166
 KV1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1166.GEOID18 height accuracy estimate available here.
 KV1166
 KV1166.Click photographs - Photos may exist for this station.
 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       -   135,488.      111,848.      MT  (+/- 10 meters HH2 GPS)
 KV1166
 KV1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0450633634(NAD 83)
 KV1166
 KV1166                          SUPERSEDED SURVEY CONTROL
 KV1166
 KV1166  NGVD 29 (??/??/92)    6.863  (m)           22.52   (f) SUPERSEDED  1 2
 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
 KV1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1166.See file dsdata.pdf to determine how the superseded data were derived.
 KV1166
 KV1166_MARKER: DV = VERTICAL CONTROL 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 = JULY 24, 2026 22:12:30 EDT
 KV2943 ***********************************************************************
 KV2943  DESIGNATION -  F 77
 KV2943  PID         -  KV2943
 KV2943  STATE/COUNTY-  NJ/WARREN
 KV2943  COUNTRY     -  US
 KV2943  USGS QUAD   -  BLOOMSBURY (2019)
 KV2943
 KV2943                         *CURRENT SURVEY CONTROL
 KV2943  ______________________________________________________________________
 KV2943* NAD 83(1986) POSITION- 40 39 15.     (N) 075 05 10.     (W)   SCALED
 KV2943* NAVD 88 ORTHO HEIGHT -    94.120 (meters)      308.79  (feet) ADJUSTED
 KV2943  ______________________________________________________________________
 KV2943  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 KV2943  DYNAMIC HEIGHT  -         94.076 (meters)      308.65  (feet) COMP
 KV2943  MODELED GRAVITY -    980,154.5   (mgal)                       NAVD 88
 KV2943
 KV2943  VERT ORDER      -  SECOND    CLASS I
 KV2943
 KV2943.The horizontal coordinates were scaled from a map and have
 KV2943.an estimated accuracy of +/- 6 seconds.
 KV2943
 KV2943.The orthometric height was determined by differential leveling and
 KV2943.adjusted by the NATIONAL GEODETIC SURVEY
 KV2943.in April 2013.
 KV2943
 KV2943.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2943.GEOID18 height accuracy estimate available here.
 KV2943
 KV2943.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL927003(NAD 83)
 KV2943
 KV2943                          SUPERSEDED SURVEY CONTROL
 KV2943
 KV2943  NAVD 88 (06/15/91)   94.115  (m)          308.78   (f) SUPERSEDED  1 2
 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
 KV2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2943.See file dsdata.pdf to determine how the superseded data were derived.
 KV2943
 KV2943_MARKER: DV = VERTICAL CONTROL DISK
 KV2943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2943_STAMPING: F 77 1978
 KV2943_MARK LOGO: NGS
 KV2943_PROJECTION: RECESSED 5 CENTIMETERS
 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 - June 03, 2010
 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  HISTORY     - 20100603 GOOD             NJGS
 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.
 KV2943
 KV2943                          STATION RECOVERY (2010)
 KV2943
 KV2943'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV2943'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2919 ***********************************************************************
 KV2919  DESIGNATION -  F 78
 KV2919  PID         -  KV2919
 KV2919  STATE/COUNTY-  NJ/SOMERSET
 KV2919  COUNTRY     -  US
 KV2919  USGS QUAD   -  RARITAN (2019)
 KV2919
 KV2919                         *CURRENT SURVEY CONTROL
 KV2919  ______________________________________________________________________
 KV2919* NAD 83(2011) POSITION- 40 34 51.05261(N) 074 38 17.10271(W)   ADJUSTED
 KV2919* NAD 83(2011) ELLIP HT-     9.976 (meters)        (06/27/12)   ADJUSTED
 KV2919* NAD 83(2011) EPOCH   -  2010.00
 KV2919* NAVD 88 ORTHO HEIGHT -    43.324 (meters)      142.14  (feet) ADJUSTED
 KV2919  ______________________________________________________________________
 KV2919  GEOID HEIGHT    -        -33.376 (meters)                     GEOID18
 KV2919  NAD 83(2011) X  -  1,285,105.712 (meters)                     COMP
 KV2919  NAD 83(2011) Y  - -4,677,689.038 (meters)                     COMP
 KV2919  NAD 83(2011) Z  -  4,127,189.007 (meters)                     COMP
 KV2919  LAPLACE CORR    -          4.01  (seconds)                    DEFLEC18
 KV2919  DYNAMIC HEIGHT  -         43.304 (meters)      142.07  (feet) COMP
 KV2919  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 KV2919
 KV2919  VERT ORDER      -  FIRST     CLASS II
 KV2919
 KV2919  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV2919  Standards:
 KV2919         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV2919            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV2919  -------------------------------------------------------------------
 KV2919  NETWORK    1.56   2.78           0.70   0.56   1.42      0.03351173
 KV2919  -------------------------------------------------------------------
 KV2919  Click here for local accuracies and other accuracy information.
 KV2919
 KV2919.The horizontal coordinates were established by GPS observations
 KV2919.and adjusted by the National Geodetic Survey in June 2012.
 KV2919
 KV2919.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV2919.been affixed to the stable North American tectonic plate. See 
 KV2919.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV2919
 KV2919.The horizontal coordinates are valid at the epoch date displayed above
 KV2919.which is a decimal equivalence of Year/Month/Day.
 KV2919
 KV2919.The orthometric height was determined by differential leveling and
 KV2919.adjusted by the NATIONAL GEODETIC SURVEY
 KV2919.in June 1991.
 KV2919
 KV2919.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2919.GEOID18 height accuracy estimate available here.
 KV2919
 KV2919.Click photographs - Photos may exist for this station.
 KV2919
 KV2919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2919
 KV2919.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV2919
 KV2919.The ellipsoidal height was determined by GPS observations
 KV2919.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV2919
 KV2919;                    North         East     Units Scale Factor Converg.
 KV2919;SPC NJ       -   194,014.606   138,310.152   MT  0.99990168   -0 05 23.4
 KV2919;SPC NJ       -   636,529.59    453,772.56   sFT  0.99990168   -0 05 23.4
 KV2919;UTM  18      - 4,492,291.834   530,629.718   MT  0.99961155   +0 14 07.6
 KV2919
 KV2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2919!SPC NJ       -   0.99999844  x   0.99990168  =   0.99990012
 KV2919!UTM  18      -   0.99999844  x   0.99961155  =   0.99960999
 KV2919
 KV2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3062992291(NAD 83)
 KV2919
 KV2919                          SUPERSEDED SURVEY CONTROL
 KV2919
 KV2919  NAD 83(2007)-  40 34 51.05267(N)    074 38 17.10336(W) AD(2002.00) 1
 KV2919  ELLIP H (07/18/10)    9.961  (m)                       GP(2002.00) 4 2
 KV2919  NAVD 88              43.32   (m)          142.1    (f) LEVELING    3  
 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
 KV2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2919.See file dsdata.pdf to determine how the superseded data were derived.
 KV2919
 KV2919_MARKER: DV = VERTICAL CONTROL DISK
 KV2919_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2919_STAMPING: F 78 1978
 KV2919_MARK LOGO: NGS
 KV2919_PROJECTION: RECESSED 10 CENTIMETERS
 KV2919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2919+SATELLITE: SATELLITE OBSERVATIONS - August 12, 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  HISTORY     - 20050812 GOOD             B2A
 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'
 KV2919
 KV2919                          STATION RECOVERY (2005)
 KV2919
 KV2919'RECOVERY NOTE BY B2A CONSULTANTS 2005 (ARD)
 KV2919'RECOVERED AS DESCRIBED.  (ARD)
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2328 ***********************************************************************
 JU2328  DESIGNATION -  F 79
 JU2328  PID         -  JU2328
 JU2328  STATE/COUNTY-  NJ/CAPE MAY
 JU2328  COUNTRY     -  US
 JU2328  USGS QUAD   -  WOODBINE (2019)
 JU2328
 JU2328                         *CURRENT SURVEY CONTROL
 JU2328  ______________________________________________________________________
 JU2328* NAD 83(1986) POSITION- 39 11 37.     (N) 074 49 56.     (W)   SCALED
 JU2328* NAVD 88 ORTHO HEIGHT -     3.721 (meters)       12.21  (feet) ADJUSTED
 JU2328  ______________________________________________________________________
 JU2328  GEOID HEIGHT    -        -34.760 (meters)                     GEOID18
 JU2328  DYNAMIC HEIGHT  -          3.719 (meters)       12.20  (feet) COMP
 JU2328  MODELED GRAVITY -    980,085.3   (mgal)                       NAVD 88
 JU2328
 JU2328  VERT ORDER      -  FIRST     CLASS II
 JU2328
 JU2328.The horizontal coordinates were scaled from a map and have
 JU2328.an estimated accuracy of +/- 6 seconds.
 JU2328
 JU2328.The orthometric height was determined by differential leveling and
 JU2328.adjusted by the NATIONAL GEODETIC SURVEY
 JU2328.in June 1991.
 JU2328
 JU2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2328.GEOID18 height accuracy estimate available here.
 JU2328
 JU2328.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ144382(NAD 83)
 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
 JU2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2328.See file dsdata.pdf to determine how the superseded data were derived.
 JU2328
 JU2328_STAMPING: F 79 1979
 JU2328_MARK LOGO: NGS
 JU2328_PROJECTION: RECESSED 5 CENTIMETERS
 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  HISTORY     - 20190726 MARK NOT FOUND   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.
 JU2328
 JU2328                          STATION RECOVERY (2019)
 JU2328
 JU2328'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU2328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0119 ***********************************************************************
 JU0119  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0119  DESIGNATION -  F 8
 JU0119  PID         -  JU0119
 JU0119  STATE/COUNTY-  NJ/ATLANTIC
 JU0119  COUNTRY     -  US
 JU0119  USGS QUAD   -  NEW GRETNA (2019)
 JU0119
 JU0119                         *CURRENT SURVEY CONTROL
 JU0119  ______________________________________________________________________
 JU0119* NAD 83(1986) POSITION- 39 32 40.     (N) 074 27 42.     (W)   SCALED
 JU0119* NAVD 88 ORTHO HEIGHT -     2.146 (meters)        7.04  (feet) ADJUSTED
 JU0119  ______________________________________________________________________
 JU0119  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 JU0119  DYNAMIC HEIGHT  -          2.145 (meters)        7.04  (feet) COMP
 JU0119  MODELED GRAVITY -    980,144.9   (mgal)                       NAVD 88
 JU0119
 JU0119  VERT ORDER      -  FIRST     CLASS I
 JU0119
 JU0119.The horizontal coordinates were scaled from a map and have
 JU0119.an estimated accuracy of +/- 6 seconds.
 JU0119
 JU0119.The orthometric height was determined by differential leveling and
 JU0119.adjusted by the NATIONAL GEODETIC SURVEY
 JU0119.in June 1991.
 JU0119
 JU0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0119.GEOID18 height accuracy estimate available here.
 JU0119
 JU0119.This Tidal Bench Mark is designated as VM 2655
 JU0119.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0119
 JU0119.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462773(NAD 83)
 JU0119
 JU0119                          SUPERSEDED SURVEY CONTROL
 JU0119
 JU0119  NGVD 29 (04/16/92)    2.534  (m)            8.31   (f) ADJUSTED    1 1
 JU0119  NGVD 29 (01/10/92)    2.534  (m)            8.31   (f) SUPERSEDED  1 1
 JU0119  NGVD 29 (??/??/87)    2.534  (m)            8.31   (f) SUPERSEDED  1 1
 JU0119
 JU0119.Superseded values are not recommended for survey control.
 JU0119
 JU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0119.See file dsdata.pdf to determine how the superseded data were derived.
 JU0119
 JU0119_MARKER: DB = BENCH MARK DISK
 JU0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0119_STAMPING: F 8 1930 8.333
 JU0119_MARK LOGO: CGS
 JU0119_PROJECTION: FLUSH
 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'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
 JU0119'MARK NOT FOUND.
 JU0119
 JU0119                          STATION RECOVERY (1985)
 JU0119
 JU0119'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHF)
 JU0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2417 ***********************************************************************
 JU2417  DESIGNATION -  F 80
 JU2417  PID         -  JU2417
 JU2417  STATE/COUNTY-  NJ/ATLANTIC
 JU2417  COUNTRY     -  US
 JU2417  USGS QUAD   -  OCEAN CITY (2019)
 JU2417
 JU2417                         *CURRENT SURVEY CONTROL
 JU2417  ______________________________________________________________________
 JU2417* NAD 83(1986) POSITION- 39 18 50.     (N) 074 34 13.     (W)   SCALED
 JU2417* NAVD 88 ORTHO HEIGHT -     1.114 (meters)        3.65  (feet) ADJUSTED
 JU2417  ______________________________________________________________________
 JU2417  GEOID HEIGHT    -        -34.476 (meters)                     GEOID18
 JU2417  DYNAMIC HEIGHT  -          1.113 (meters)        3.65  (feet) COMP
 JU2417  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 JU2417
 JU2417  VERT ORDER      -  FIRST     CLASS II
 JU2417
 JU2417.The horizontal coordinates were scaled from a map and have
 JU2417.an estimated accuracy of +/- 6 seconds.
 JU2417
 JU2417.The orthometric height was determined by differential leveling and
 JU2417.adjusted by the NATIONAL GEODETIC SURVEY
 JU2417.in June 1991.
 JU2417
 JU2417.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2417.GEOID18 height accuracy estimate available here.
 JU2417
 JU2417.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ370516(NAD 83)
 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
 JU2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2417.See file dsdata.pdf to determine how the superseded data were derived.
 JU2417
 JU2417_MARKER: DV = VERTICAL CONTROL DISK
 JU2417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2417_STAMPING: F 80 1979
 JU2417_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 HU1175 ***********************************************************************
 HU1175  DESIGNATION -  F 81
 HU1175  PID         -  HU1175
 HU1175  STATE/COUNTY-  NJ/CAPE MAY
 HU1175  COUNTRY     -  US
 HU1175  USGS QUAD   -  CAPE MAY (2019)
 HU1175
 HU1175                         *CURRENT SURVEY CONTROL
 HU1175  ______________________________________________________________________
 HU1175* NAD 83(2011) POSITION- 38 57 44.27664(N) 074 54 18.67173(W)   ADJUSTED
 HU1175* NAD 83(2011) ELLIP HT-   -34.625 (meters)        (06/27/12)   ADJUSTED
 HU1175* NAD 83(2011) EPOCH   -  2010.00
 HU1175* NAVD 88 ORTHO HEIGHT -     0.856 (meters)        2.81  (feet) ADJUSTED
 HU1175  ______________________________________________________________________
 HU1175  GEOID HEIGHT    -        -35.474 (meters)                     GEOID18
 HU1175  NAD 83(2011) X  -  1,293,213.995 (meters)                     COMP
 HU1175  NAD 83(2011) Y  - -4,794,589.760 (meters)                     COMP
 HU1175  NAD 83(2011) Z  -  3,989,041.738 (meters)                     COMP
 HU1175  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 HU1175  DYNAMIC HEIGHT  -          0.856 (meters)        2.81  (feet) COMP
 HU1175  MODELED GRAVITY -    980,049.8   (mgal)                       NAVD 88
 HU1175
 HU1175  VERT ORDER      -  FIRST     CLASS II
 HU1175
 HU1175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU1175  Standards:
 HU1175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU1175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU1175  -------------------------------------------------------------------
 HU1175  NETWORK    0.87   1.35           0.40   0.30   0.69      0.03924185
 HU1175  -------------------------------------------------------------------
 HU1175  Click here for local accuracies and other accuracy information.
 HU1175
 HU1175.The horizontal coordinates were established by GPS observations
 HU1175.and adjusted by the National Geodetic Survey in June 2012.
 HU1175
 HU1175.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU1175.been affixed to the stable North American tectonic plate. See 
 HU1175.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU1175
 HU1175.The horizontal coordinates are valid at the epoch date displayed above
 HU1175.which is a decimal equivalence of Year/Month/Day.
 HU1175
 HU1175.The orthometric height was determined by differential leveling and
 HU1175.adjusted by the NATIONAL GEODETIC SURVEY
 HU1175.in June 1991.
 HU1175
 HU1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1175.GEOID18 height accuracy estimate available here.
 HU1175
 HU1175.Click photographs - Photos may exist for this station.
 HU1175
 HU1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1175
 HU1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1175
 HU1175.The ellipsoidal height was determined by GPS observations
 HU1175.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 HU1175
 HU1175;                    North         East     Units Scale Factor Converg.
 HU1175;SPC NJ       -    14,393.586   114,884.973   MT  0.99991518   -0 15 17.2
 HU1175;SPC NJ       -    47,222.96    376,918.45   sFT  0.99991518   -0 15 17.2
 HU1175;UTM  18      - 4,312,597.157   508,214.415   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  =   0.99960626
 HU1175
 HU1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0821412597(NAD 83)
 HU1175
 HU1175                          SUPERSEDED SURVEY CONTROL
 HU1175
 HU1175  NAD 83(2007)-  38 57 44.27692(N)    074 54 18.67247(W) AD(2002.00) 0
 HU1175  ELLIP H (02/10/07)  -34.610  (m)                       GP(2002.00)    
 HU1175  ELLIP H (10/23/02)  -34.590  (m)                       GP(       ) 4 1
 HU1175  NAD 83(1996)-  38 57 44.27693(N)    074 54 18.67217(W) AD(       ) 1
 HU1175  ELLIP H (05/14/99)  -34.598  (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)  -34.667  (m)                       GP(       ) 3 1
 HU1175  NAVD 88               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
 HU1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1175.See file dsdata.pdf to determine how the superseded data were derived.
 HU1175
 HU1175_MARKER: DV = VERTICAL CONTROL DISK
 HU1175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 NOT SUITABLE FOR
 HU1175+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2020
 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  HISTORY     - 20161108 GOOD             PB
 HU1175  HISTORY     - 20200312 GOOD             NJGS
 HU1175
 HU1175                          STATION DESCRIPTION
 HU1175
 HU1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1175'0.6 MI SOUTHEAST FROM COLD SPRINGS.  IT IS 2 FT BELOW THE 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.  IT IS 1 FT WEST FROM
 HU1175'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.
 HU1175'
 HU1175'TO REACH THE STATION FROM THE GARDEN STATE PARKWAY SOUTHBOUND, EXIT AT
 HU1175'THE SOUTH END OF THE PARKWAY AT ABOUT MILE 0 ONTO THE ROUTE 109
 HU1175'CONNECTING RAMP TOWARD COLD SPRING AND NORTH CAPE MAY, GO ABOUT 0.1 MI
 HU1175'(0.2 KM) WESTERLY ALONG THE RAMP FROM THE END OF THE PARKWAY AND
 HU1175'BEGINNING OF RAMP TO THE STATION ON THE RIGHT SET INSIDE AND 0.5 FT
 HU1175'(15.2 CM) BELOW THE TOP OF A 0.3 FT (9.1 CM) DIAMETER WHITE POLLY
 HU1175'VINAL CHLORIDE PIPE WITH CAP, FLUSH WITH THE GROUND IN THE
 HU1175'NORTHEASTRLY SLOPE OF A DRAINAGE DITCH RUNNING ALONG THE EASTERLY SIDE
 HU1175'OF THE RAMP.
 HU1175'
 HU1175'THE STATION IS 42.2 FT (12.9 M) NORT NORTHEAST FROM AND NORMAL TO THE
 HU1175'SOLID WHITE LINE AT THE EASTERLY EDGE OF THE RAMP LANE, 27.0 FT
 HU1175'(8.2 M) NORTH-NORTHEAST FROM POLE NUMBER 21281 AND 50.5 FT (15.4 M)
 HU1175'EAST-NORTHEAST FROM A WOOD SIGN POST, TWO WAY TRAFFIC.
 HU1175
 HU1175                          STATION RECOVERY (1995)
 HU1175
 HU1175'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1175'THE STATION IS 1 FT (0.3 M) SOUTH OF A CORPS OF ENGINEER CARSONITE
 HU1175'WITNESS POST, 1 FT (0.3 M) NORTHEAST OF A METAL WITNESS POST, 22 FT
 HU1175'(6.7 M) NORTHWEST OF THE NORTH LEG OF A HIGHWAY MILEAGE SIGN FOR RIO
 HU1175'GRANDE WILDWOOD OCEAN CITY ATLANTIC CITY, ABOUT 70 FT (21.3 M) EAST OF
 HU1175'THE CONCRETE NOSE FOR THE GRASS MEDIAN CONFLUENCE FOR THE NORTH AND
 HU1175'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.
 HU1175
 HU1175                          STATION RECOVERY (2016)
 HU1175
 HU1175'RECOVERY NOTE BY PBS&J 2016 (MJB)
 HU1175'RECOVERED IN GOOD CONDITION.
 HU1175
 HU1175                          STATION RECOVERY (2020)
 HU1175
 HU1175'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 HU1175'THE CORPS OF ENGINEERING CARSONITE WITNESS POST IS MISSING.  THE MARK
 HU1175'IS LOCATED 28.6 FT (8.7 M) NORTH OF UTILITY POLE NUMBER W21281.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2236 ***********************************************************************
 JU2236  DESIGNATION -  F 82
 JU2236  PID         -  JU2236
 JU2236  STATE/COUNTY-  NJ/SALEM
 JU2236  COUNTRY     -  US
 JU2236  USGS QUAD   -  SALEM (2019)
 JU2236
 JU2236                         *CURRENT SURVEY CONTROL
 JU2236  ______________________________________________________________________
 JU2236* NAD 83(1986) POSITION- 39 35 22.70   (N) 075 29 26.39   (W)   HD_HELD1
 JU2236* NAVD 88 ORTHO HEIGHT -     1.868 (meters)        6.13  (feet) ADJUSTED
 JU2236  ______________________________________________________________________
 JU2236  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 JU2236  DYNAMIC HEIGHT  -          1.867 (meters)        6.13  (feet) COMP
 JU2236  MODELED GRAVITY -    980,130.1   (mgal)                       NAVD 88
 JU2236
 JU2236  VERT ORDER      -  FIRST     CLASS II
 JU2236
 JU2236.The horizontal coordinates were determined by differentially corrected
 JU2236.hand held GPS observations or other comparable positioning techniques
 JU2236.and have an estimated accuracy of +/- 3 meters.
 JU2236
 JU2236.The orthometric height was determined by differential leveling and
 JU2236.adjusted by the NATIONAL GEODETIC SURVEY
 JU2236.in June 1991.
 JU2236
 JU2236.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2236.GEOID18 height accuracy estimate available here.
 JU2236
 JU2236.Click photographs - Photos may exist for this station.
 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       -    84,425.1      64,906.9     MT  (+/- 3 meters HH1 GPS) 
 JU2236
 JU2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5786782327(NAD 83)
 JU2236
 JU2236                          SUPERSEDED SURVEY CONTROL
 JU2236
 JU2236  NGVD 29 (01/10/92)    2.140  (m)            7.02   (f) ADJUSTED    1 2
 JU2236
 JU2236.Superseded values are not recommended for survey control.
 JU2236
 JU2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2236.See file dsdata.pdf to determine how the superseded data were derived.
 JU2236
 JU2236_MARKER: DV = VERTICAL CONTROL DISK
 JU2236_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 SUITABLE FOR
 JU2236+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 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  HISTORY     - 20070526 GOOD             UE
 JU2236  HISTORY     - 20150210 GOOD             IDAK
 JU2236  HISTORY     - 20150311 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.
 JU2236
 JU2236                          STATION RECOVERY (2007)
 JU2236
 JU2236'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2236'RECOVERED IN GOOD CONDITION.
 JU2236
 JU2236                          STATION RECOVERY (2015)
 JU2236
 JU2236'RECOVERY NOTE BY DUBOIS AND KING, INC 2015 (JRF)
 JU2236'RECOVERED AS DESCRIBED.
 JU2236
 JU2236                          STATION RECOVERY (2015)
 JU2236
 JU2236'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 JU2236'RECOVERED AS DESCRIBED BY NEW JERSEY GEODETIC SURVEY WITH THE
 JU2236'FOLLOWING ADDITIONS.
 JU2236'
 JU2236'THE STATION IS 5.2 FT (1.6 M) WEST-SOUTHWEST FROM THE END POST OF A 4
 JU2236'FT (1.2 M) POST AND RAIL FENCE AND IS 1.5 FT (0.5 M) SOUTHEAST FROM A
 JU2236'METAL POST WITH WITNESS SIGN ATTACHED.
 JU2236'
 JU2236'THE STATION IS SET ABOUT 6 INCHES (15 CM) BELOW THE GROUND IN A 4 INCH
 JU2236'(10 CM) PLASTIC PIPE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0942 ***********************************************************************
 JU0942  DESIGNATION -  F 9
 JU0942  PID         -  JU0942
 JU0942  STATE/COUNTY-  NJ/CUMBERLAND
 JU0942  COUNTRY     -  US
 JU0942  USGS QUAD   -  BRIDGETON (2019)
 JU0942
 JU0942                         *CURRENT SURVEY CONTROL
 JU0942  ______________________________________________________________________
 JU0942* NAD 83(1986) POSITION- 39 25 10.     (N) 075 10 41.     (W)   SCALED
 JU0942* NAVD 88 ORTHO HEIGHT -    26.622 (meters)       87.34  (feet) POSTED
 JU0942  ______________________________________________________________________
 JU0942  GEOID HEIGHT    -        -33.827 (meters)                     GEOID18
 JU0942  DYNAMIC HEIGHT  -         26.61  (meters)       87.3   (feet) COMP
 JU0942  MODELED GRAVITY -    980,119.6   (mgal)                       NAVD 88
 JU0942
 JU0942  VERT ORDER      -  * POSTED, SEE BELOW
 JU0942
 JU0942.The horizontal coordinates were scaled from a 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
 JU0942.* This is a POSTED BENCH MARK height.
 JU0942
 JU0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0942.GEOID18 height accuracy estimate available here.
 JU0942
 JU0942.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ846633(NAD 83)
 JU0942
 JU0942                          SUPERSEDED SURVEY CONTROL
 JU0942
 JU0942  NGVD 29 (11/26/84)   27.007  (m)           88.61   (f) ADJUSTED    1 2
 JU0942
 JU0942.Superseded values are not recommended for survey control.
 JU0942
 JU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0942.See file dsdata.pdf to determine how the superseded data were derived.
 JU0942
 JU0942_MARKER: DB = BENCH MARK DISK
 JU0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0942_STAMPING: 88.605 F 9 1930
 JU0942_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2833 ***********************************************************************
 JU2833  DESIGNATION -  FAA
 JU2833  PID         -  JU2833
 JU2833  STATE/COUNTY-  NJ/ATLANTIC
 JU2833  COUNTRY     -  US
 JU2833  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2833
 JU2833                         *CURRENT SURVEY CONTROL
 JU2833  ______________________________________________________________________
 JU2833* NAD 83(2011) POSITION- 39 26 58.11174(N) 074 33 57.35077(W)   ADJUSTED
 JU2833* NAD 83(2011) ELLIP HT-     6.013 (meters)        (06/27/12)   ADJUSTED
 JU2833* NAD 83(2011) EPOCH   -  2010.00
 JU2833* NAVD 88 ORTHO HEIGHT -    40.0   (meters)      131.    (feet) GPS OBS
 JU2833  ______________________________________________________________________
 JU2833  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2833  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 JU2833  NAD 83(2011) X  -  1,312,490.480 (meters)                     COMP
 JU2833  NAD 83(2011) Y  - -4,753,923.643 (meters)                     COMP
 JU2833  NAD 83(2011) Z  -  4,030,977.369 (meters)                     COMP
 JU2833  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 JU2833
 JU2833  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2833  Standards:
 JU2833         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2833            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2833  -------------------------------------------------------------------
 JU2833  NETWORK    0.36   0.74           0.16   0.13   0.38      0.00696852
 JU2833  -------------------------------------------------------------------
 JU2833  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU2833
 JU2833.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2833.been affixed to the stable North American tectonic plate. See 
 JU2833.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2833
 JU2833.The horizontal coordinates are valid at the epoch date displayed above
 JU2833.which is a decimal equivalence of Year/Month/Day.
 JU2833
 JU2833.The orthometric height was determined by GPS observations and a
 JU2833.high-resolution geoid model.
 JU2833
 JU2833.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2833.GEOID18 height accuracy estimate available here.
 JU2833
 JU2833.Click photographs - Photos may exist for this station.
 JU2833
 JU2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2833
 JU2833.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2833
 JU2833.The ellipsoidal height was determined by GPS observations
 JU2833.and is referenced to NAD 83.
 JU2833
 JU2833. The following values were computed from the NAD 83(2011) position.
 JU2833
 JU2833;                    North         East     Units Scale Factor Converg.
 JU2833;SPC NJ       -    68,398.216   144,325.533   MT  0.99990040   -0 02 30.8
 JU2833;SPC NJ       -   224,403.15    473,508.02   sFT  0.99990040   -0 02 30.8
 JU2833;UTM  18      - 4,366,747.182   537,347.920   MT  0.99961717   +0 16 32.9
 JU2833
 JU2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2833!SPC NJ       -   0.99999906  x   0.99990040  =   0.99989946
 JU2833!UTM  18      -   0.99999906  x   0.99961717  =   0.99961623
 JU2833
 JU2833:                Primary Azimuth Mark                     Grid Az
 JU2833:SPC NJ       -  RITZ                                     135 32 09.1
 JU2833:UTM  18      -  RITZ                                     135 13 05.4
 JU2833
 JU2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3734766747(NAD 83)
 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 1352938.3 |
 JU2833| JU2836 BAGWELL                             APPROX. 2.7 KM 3021612.8 |
 JU2833|---------------------------------------------------------------------|
 JU2833
 JU2833                          SUPERSEDED SURVEY CONTROL
 JU2833
 JU2833  NAD 83(2007)-  39 26 58.11208(N)    074 33 57.35150(W) AD(2002.00) 0
 JU2833  ELLIP H (02/10/07)    6.022  (m)                       GP(2002.00)    
 JU2833  ELLIP H (10/23/02)    6.037  (m)                       GP(       ) 4 1
 JU2833  NAD 83(1996)-  39 26 58.11191(N)    074 33 57.35139(W) AD(       ) 1
 JU2833  ELLIP H (05/14/99)    6.046  (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)    5.949  (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
 JU2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2833.See file dsdata.pdf to determine how the superseded data were derived.
 JU2833
 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       FAA
 JU2833  HISTORY     - 1980     GOOD             FAA
 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 FEDERAL AVIATION ADMINISTRATION 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 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.
 JU2833'
 JU2833'THE STATION IS ABOUT 2.3 KM (1.4 MI) NORTH-NORTHEAST OF THE DELILAH
 JU2833'ROAD AND TILTON ROAD TRAFFIC CIRCLE.  THE ENTRANCE TO THE COMPLEX AND
 JU2833'THE ATLANTIC CITY MUNICIPAL AIRPORT BEGINS AT THE CIRCLE.
 JU2833'
 JU2833'TO REACH THE STATION FROM THE CIRCLE GO ABOUT 1.7 KM (1.1 MI)
 JU2833'NORTHEAST ON THE ENTRANCE ROAD TO THE SECURITY GATE FOR THE FAA
 JU2833'COMPLEX.  PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM THE
 JU2833'SECURITY OFFICE, MR. JEFFERY WOLFE 609 484 4430, IN ADVANCE.  THE
 JU2833'HANGER IS IN THE AIRPORT OPERATIONS AREA.  THE SECURITY OFFICES ARE IN
 JU2833'THE TECHNICAL SUPPORT FACILITY.
 JU2833'
 JU2833'THE STATION IS IN THE EAST CORNER OF THE BUILDING, TAKE THE ELEVATOR
 JU2833'UP TO THE FOURTH FLOOR AND WALK UP THE STEPS TO THE ROOF, 39.3 FT
 JU2833'(12.0 M) SOUTH OF THE NORTH PARAPET, 29 FT (8.8 M) WEST OF THE EAST
 JU2833'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.
 JU2833'
 JU2833'THE STATION IS ABOUT 2.3 KM (1.4 MI) NORTH-NORTHEAST OF THE DELILAH
 JU2833'ROAD AND TILTON ROAD TRAFFIC CIRCLE.  THE ENTRANCE TO THE COMPLEX AND
 JU2833'THE ATLANTIC CITY MUNICIPAL AIRPORT BEGINS AT THE CIRCLE.
 JU2833'
 JU2833'TO REACH THE STATION FROM THE CIRCLE GO ABOUT 1.7 KM (1.1 MI)
 JU2833'NORTHEAST ON THE ENTRANCE ROAD TO THE SECURITY GATE FOR THE FAA
 JU2833'COMPLEX.  PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM THE
 JU2833'SECURITY OFFICE, MR. DAVE MISLANKA  609 485 5670 IN ADVANCE OR FROM
 JU2833'MR. JEFFREY WOLFE, CONSTRUCTION OFFICE, 609 485 4430.  THE HANGER IS
 JU2833'IN THE AIRPORT OPERATIONS AREA.  THE SECURITY OFFICES ARE IN THE
 JU2833'TECHNICAL SUPPORT FACILITY.
 JU2833'
 JU2833'THE STATION IS IN THE EAST CORNER OF THE BUILDING, TAKE THE ELEVATOR
 JU2833'UP TO THE FOURTH FLOOR AND WALK UP THE STEPS TO THE ROOF, 39.3 FT
 JU2833'(12.0 M) SOUTH OF THE NORTH PARAPET, 29 FT (8.8 M) WEST OF THE EAST
 JU2833'PARAPET AND FLUSH IN THE LANDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6351 ***********************************************************************
 KV6351  DESIGNATION -  FAA 13N B
 KV6351  PID         -  KV6351
 KV6351  STATE/COUNTY-  NJ/SUSSEX
 KV6351  COUNTRY     -  US
 KV6351  USGS QUAD   -  TRANQUILITY (2016)
 KV6351
 KV6351                         *CURRENT SURVEY CONTROL
 KV6351  ______________________________________________________________________
 KV6351* NAD 83(2011) POSITION- 40 57 48.30377(N) 074 47 02.88650(W)   ADJUSTED
 KV6351* NAD 83(2011) ELLIP HT-   145.055 (meters)        (06/27/12)   ADJUSTED
 KV6351* NAD 83(2011) EPOCH   -  2010.00
 KV6351* NAVD 88 ORTHO HEIGHT -   178.0   (meters)      584.    (feet) GPS OBS
 KV6351  ______________________________________________________________________
 KV6351  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6351  GEOID HEIGHT    -        -33.210 (meters)                     GEOID93
 KV6351  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KV6351  NAD 83(2011) X  -  1,265,922.864 (meters)                     COMP
 KV6351  NAD 83(2011) Y  - -4,654,276.313 (meters)                     COMP
 KV6351  NAD 83(2011) Z  -  4,159,451.367 (meters)                     COMP
 KV6351  LAPLACE CORR    -          3.49  (seconds)                    DEFLEC18
 KV6351
 KV6351  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6351  Standards:
 KV6351         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6351            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6351  -------------------------------------------------------------------
 KV6351  NETWORK    0.49   1.00           0.22   0.17   0.51      0.07436712
 KV6351  -------------------------------------------------------------------
 KV6351  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV6351
 KV6351.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6351.been affixed to the stable North American tectonic plate. See 
 KV6351.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6351
 KV6351.The horizontal coordinates are valid at the epoch date displayed above
 KV6351.which is a decimal equivalence of Year/Month/Day.
 KV6351
 KV6351.The orthometric height was determined by GPS observations and a
 KV6351.high-resolution geoid model.
 KV6351
 KV6351.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6351.GEOID18 height accuracy estimate available here.
 KV6351
 KV6351.Click photographs - Photos may exist for this station.
 KV6351
 KV6351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6351
 KV6351.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6351
 KV6351.The ellipsoidal height was determined by GPS observations
 KV6351.and is referenced to NAD 83.
 KV6351
 KV6351. The following values were computed from the NAD 83(2011) position.
 KV6351
 KV6351;                    North         East     Units Scale Factor Converg.
 KV6351;SPC NJ       -   236,524.255   126,083.403   MT  0.99990704   -0 11 10.6
 KV6351;SPC NJ       -   775,996.66    413,658.63   sFT  0.99990704   -0 11 10.6
 KV6351;UTM  18      - 4,534,718.527   518,164.605   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1816434718(NAD 83)
 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(2007)-  40 57 48.30397(N)    074 47 02.88744(W) AD(2002.00) 0
 KV6351  ELLIP H (02/10/07)  145.067  (m)                       GP(2002.00)    
 KV6351  ELLIP H (10/23/02)  145.059  (m)                       GP(       ) 4 1
 KV6351  NAD 83(1996)-  40 57 48.30402(N)    074 47 02.88764(W) AD(       ) 1
 KV6351  ELLIP H (05/14/99)  145.056  (m)                       GP(       ) 4 1
 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)  UNKNOWN  model used  GPS OBS        
 KV6351
 KV6351.Superseded values are not recommended for survey control.
 KV6351
 KV6351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6351.See file dsdata.pdf to determine how the superseded data were derived.
 KV6351
 KV6351_MARKER: F = FLANGE-ENCASED ROD
 KV6351_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV6351_STAMPING: FAA 13N B 1990
 KV6351_MARK LOGO: NGS
 KV6351_PROJECTION: FLUSH
 KV6351_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = JULY 24, 2026 22:12:30 EDT
 JU4165 ***********************************************************************
 JU4165  DESIGNATION -  FAA 29N A
 JU4165  PID         -  JU4165
 JU4165  STATE/COUNTY-  NJ/CUMBERLAND
 JU4165  COUNTRY     -  US
 JU4165  USGS QUAD   -  NEWFIELD (2019)
 JU4165
 JU4165                         *CURRENT SURVEY CONTROL
 JU4165  ______________________________________________________________________
 JU4165* NAD 83(2011) POSITION- 39 31 25.99275(N) 075 02 56.17767(W)   ADJUSTED
 JU4165* NAD 83(2011) ELLIP HT-    -7.679 (meters)        (06/27/12)   ADJUSTED
 JU4165* NAD 83(2011) EPOCH   -  2010.00
 JU4165* NAVD 88 ORTHO HEIGHT -    26.031 (meters)       85.40  (feet) ADJUSTED
 JU4165  ______________________________________________________________________
 JU4165  GEOID HEIGHT    -        -33.721 (meters)                     GEOID18
 JU4165  NAD 83(2011) X  -  1,271,010.313 (meters)                     COMP
 JU4165  NAD 83(2011) Y  - -4,759,733.135 (meters)                     COMP
 JU4165  NAD 83(2011) Z  -  4,037,344.665 (meters)                     COMP
 JU4165  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 JU4165  DYNAMIC HEIGHT  -         26.017 (meters)       85.36  (feet) COMP
 JU4165  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 JU4165
 JU4165  VERT ORDER      -  FIRST     CLASS II
 JU4165
 JU4165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4165  Standards:
 JU4165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4165  -------------------------------------------------------------------
 JU4165  NETWORK    0.60   1.10           0.28   0.19   0.56     -0.05165762
 JU4165  -------------------------------------------------------------------
 JU4165  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4165
 JU4165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4165.been affixed to the stable North American tectonic plate. See 
 JU4165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4165
 JU4165.The horizontal coordinates are valid at the epoch date displayed above
 JU4165.which is a decimal equivalence of Year/Month/Day.
 JU4165
 JU4165.The orthometric height was determined by differential leveling and
 JU4165.adjusted by the NATIONAL GEODETIC SURVEY
 JU4165.in June 2007.
 JU4165
 JU4165.No vertical observational check was made to the station.
 JU4165
 JU4165.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4165.GEOID18 height accuracy estimate available here.
 JU4165
 JU4165.Click photographs - Photos may exist for this station.
 JU4165
 JU4165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4165
 JU4165.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4165
 JU4165.The ellipsoidal height was determined by GPS observations
 JU4165.and is referenced to NAD 83.
 JU4165
 JU4165.The dynamic height is computed by dividing the NAVD 88
 JU4165.geopotential number by the normal gravity value computed on the
 JU4165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4165.degrees latitude (g = 980.6199 gals.).
 JU4165
 JU4165.The modeled gravity was interpolated from observed gravity values.
 JU4165
 JU4165. The following values were computed from the NAD 83(2011) position.
 JU4165
 JU4165;                    North         East     Units Scale Factor Converg.
 JU4165;SPC NJ       -    76,800.707   102,804.692   MT  0.99992741   -0 20 57.7
 JU4165;SPC NJ       -   251,970.32    337,285.06   sFT  0.99992741   -0 20 57.7
 JU4165;UTM  18      - 4,374,916.637   495,793.779   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 04.5
 JU4165:UTM  18      -  FAA 29N B                                090 24 58.9
 JU4165
 JU4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9579374916(NAD 83)
 JU4165
 JU4165|---------------------------------------------------------------------|
 JU4165| PID    Reference Object                     Distance      Geod. Az  |
 JU4165|                                                           dddmmss.s |
 JU4165| JU4166 FAA 29N B                           APPROX. 0.6 KM 0902306.8 |
 JU4165|---------------------------------------------------------------------|
 JU4165
 JU4165                          SUPERSEDED SURVEY CONTROL
 JU4165
 JU4165  NAD 83(2007)-  39 31 25.99283(N)    075 02 56.17804(W) AD(2002.00) 0
 JU4165  ELLIP H (02/10/07)   -7.671  (m)                       GP(2002.00)    
 JU4165  ELLIP H (09/25/02)   -7.657  (m)                       GP(       ) 4 1
 JU4165  NAD 83(1996)-  39 31 25.99282(N)    075 02 56.17817(W) AD(       ) 1
 JU4165  ELLIP H (05/14/99)   -7.667  (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)   -7.795  (m)                       GP(       ) 4 1
 JU4165  NAD 83(1986)-  39 31 25.97561(N)    075 02 56.17825(W) AD(       ) 3
 JU4165  NAVD 88 (03/31/00)   26.0    (m)  GEOID99  model used  GPS OBS        
 JU4165  NAVD 88 (08/31/93)   26.0    (m)  GEOID93  model used  GPS OBS        
 JU4165  NGVD 29 (06/12/91)   26.3    (m)  UNKNOWN  model used  GPS OBS        
 JU4165
 JU4165.Superseded values are not recommended for survey control.
 JU4165
 JU4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4165.See file dsdata.pdf to determine how the superseded data were derived.
 JU4165
 JU4165_MARKER: I = METAL ROD
 JU4165_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4165_STAMPING: FAA 29N A 1990
 JU4165_MARK LOGO: NGS
 JU4165_PROJECTION: RECESSED 10 CENTIMETERS
 JU4165_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4165+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 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  HISTORY     - 20030603 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.
 JU4165
 JU4165                          STATION RECOVERY (2003)
 JU4165
 JU4165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU4165'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU4166  USGS QUAD   -  NEWFIELD (2019)
 JU4166
 JU4166                         *CURRENT SURVEY CONTROL
 JU4166  ______________________________________________________________________
 JU4166* NAD 83(2011) POSITION- 39 31 25.86976(N) 075 02 32.68454(W)   ADJUSTED
 JU4166* NAD 83(2011) ELLIP HT-    -9.088 (meters)        (06/27/12)   ADJUSTED
 JU4166* NAD 83(2011) EPOCH   -  2010.00
 JU4166* NAVD 88 ORTHO HEIGHT -    24.632 (meters)       80.81  (feet) ADJUSTED
 JU4166  ______________________________________________________________________
 JU4166  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 JU4166  NAD 83(2011) X  -  1,271,552.770 (meters)                     COMP
 JU4166  NAD 83(2011) Y  - -4,759,589.621 (meters)                     COMP
 JU4166  NAD 83(2011) Z  -  4,037,340.843 (meters)                     COMP
 JU4166  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 JU4166  DYNAMIC HEIGHT  -         24.619 (meters)       80.77  (feet) COMP
 JU4166  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 JU4166
 JU4166  VERT ORDER      -  FIRST     CLASS II
 JU4166
 JU4166  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4166  Standards:
 JU4166         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4166            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4166  -------------------------------------------------------------------
 JU4166  NETWORK    0.31   0.67           0.14   0.11   0.34     -0.01284263
 JU4166  -------------------------------------------------------------------
 JU4166  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4166
 JU4166.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4166.been affixed to the stable North American tectonic plate. See 
 JU4166.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4166
 JU4166.The horizontal coordinates are valid at the epoch date displayed above
 JU4166.which is a decimal equivalence of Year/Month/Day.
 JU4166
 JU4166.The orthometric height was determined by differential leveling and
 JU4166.adjusted by the NATIONAL GEODETIC SURVEY
 JU4166.in June 2007.
 JU4166
 JU4166.No vertical observational check was made to the station.
 JU4166
 JU4166.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4166.GEOID18 height accuracy estimate available here.
 JU4166
 JU4166.Click photographs - Photos may exist for this station.
 JU4166
 JU4166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4166
 JU4166.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4166
 JU4166.The ellipsoidal height was determined by GPS observations
 JU4166.and is referenced to NAD 83.
 JU4166
 JU4166.The dynamic height is computed by dividing the NAVD 88
 JU4166.geopotential number by the normal gravity value computed on the
 JU4166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4166.degrees latitude (g = 980.6199 gals.).
 JU4166
 JU4166.The modeled gravity was interpolated from observed gravity values.
 JU4166
 JU4166. The following values were computed from the NAD 83(2011) position.
 JU4166
 JU4166;                    North         East     Units Scale Factor Converg.
 JU4166;SPC NJ       -    76,793.513   103,365.738   MT  0.99992677   -0 20 42.7
 JU4166;SPC NJ       -   251,946.72    339,125.76   sFT  0.99992677   -0 20 42.7
 JU4166;UTM  18      - 4,374,912.561   496,354.673   MT  0.99960016   -0 01 37.2
 JU4166
 JU4166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4166!SPC NJ       -   1.00000143  x   0.99992677  =   0.99992820
 JU4166!UTM  18      -   1.00000143  x   0.99960016  =   0.99960159
 JU4166
 JU4166:                Primary Azimuth Mark                     Grid Az
 JU4166:SPC NJ       -  FAA 29N A                                270 44 04.5
 JU4166:UTM  18      -  FAA 29N A                                270 24 59.0
 JU4166
 JU4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9635474912(NAD 83)
 JU4166
 JU4166|---------------------------------------------------------------------|
 JU4166| PID    Reference Object                     Distance      Geod. Az  |
 JU4166|                                                           dddmmss.s |
 JU4166| JU4165 FAA 29N A                           APPROX. 0.6 KM 2702321.8 |
 JU4166| JU4341 12083                               272.297 METERS 35957     |
 JU4166|---------------------------------------------------------------------|
 JU4166
 JU4166                          SUPERSEDED SURVEY CONTROL
 JU4166
 JU4166  NAD 83(2007)-  39 31 25.86999(N)    075 02 32.68509(W) AD(2002.00) 0
 JU4166  ELLIP H (02/10/07)   -9.078  (m)                       GP(2002.00)    
 JU4166  ELLIP H (09/24/01)   -9.076  (m)                       GP(       ) 4 1
 JU4166  NAD 83(1996)-  39 31 25.87013(N)    075 02 32.68552(W) AD(       ) B
 JU4166  ELLIP H (08/14/98)   -9.074  (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)   -9.195  (m)                       GP(       ) 4 1
 JU4166  NAD 83(1986)-  39 31 25.85305(N)    075 02 32.68488(W) AD(       ) 3
 JU4166  NAVD 88              24.62   (m)           80.8    (f) LEVELING    3  
 JU4166  NAVD 88 (03/31/00)   24.6    (m)  GEOID99  model used  GPS OBS        
 JU4166  NAVD 88 (08/31/93)   24.6    (m)  GEOID93  model used  GPS OBS        
 JU4166  NGVD 29 (06/12/91)   24.9    (m)  UNKNOWN  model used  GPS OBS        
 JU4166
 JU4166.Superseded values are not recommended for survey control.
 JU4166
 JU4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4166.See file dsdata.pdf to determine how the superseded data were derived.
 JU4166
 JU4166_MARKER: F = FLANGE-ENCASED ROD
 JU4166_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4166_STAMPING: FAA 29N B 1990
 JU4166_MARK LOGO: NGS
 JU4166_PROJECTION: RECESSED 10 CENTIMETERS
 JU4166_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4166+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 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     - 20030603 GOOD             NJGS
 JU4166  HISTORY     - 20061017 GOOD             NJGS
 JU4166  HISTORY     - 20200604 GOOD             NJGS
 JU4166  HISTORY     - 20240723 GOOD             AAAS
 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'
 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 LEFT
 JU4166'TO THE SOUTH END OF A HANGAR AND AN ENTRANCE TO THE AIRFIELD ON THE
 JU4166'RIGHT AND THE STATION STRAIGHT AHEAD ON THE WEST SIDE OF A WOOD POST
 JU4166'OF A WOODEN CABLE FENCE.
 JU4166'
 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 DELSEA
 JU4166'DRIVE, VINELAND, NEW JERSEY 08360 BEFOR OCCUPYING THE STATION.
 JU4166'
 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.
 JU4166'
 JU4166'THE 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 39959,
 JU4166'42.8 M (140.4 FT) SOUTHWEST FROM POLE NUMBER SJ 58L, 22.1 M (72.5 FT)
 JU4166'SOUTH FROM THE SOUTHEAST CORNER OF A WOOD AND TIN HANGAR BUILDING AND
 JU4166'27.0 M (88.6 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A WOOD AND TIN
 JU4166'HANGAR BUILDING.
 JU4166'
 JU4166'THE STATION IS A STANDARD THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 JU4166'WITH ACCESS COVER IS STAMPED FAA 29N B 1990 AND IS SET FLUSH WITH THE
 JU4166'GROUND.  IT IS A 9/16 INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO
 JU4166'REFUSAL AT A DEPTH OF 24.9 M (81.7 FT) AND IS RECESSED 10 CM BELOW THE
 JU4166'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                          STATION RECOVERY (2003)
 JU4166
 JU4166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU4166'RECOVERED AS DESCRIBED.
 JU4166
 JU4166                          STATION RECOVERY (2006)
 JU4166
 JU4166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (MVI)
 JU4166'THE STATION WAS RECOVERED AS DESCRIBED.
 JU4166
 JU4166                          STATION RECOVERY (2020)
 JU4166
 JU4166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU4166'THE MARK IS 31.7 M (104.0 FT) WEST-NORTHWEST FROM POLE NUMBER VE13787
 JU4166'AND 22 M (72.2 FT) SOUTH FROM THE SOUTHEAST CORNER OF A WOOD AND TIN
 JU4166'HANGER BUILDING.
 JU4166
 JU4166                          STATION RECOVERY (2024)
 JU4166
 JU4166'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 JU4166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4167 ***********************************************************************
 JU4167  DESIGNATION -  FAA 7N7 A
 JU4167  PID         -  JU4167
 JU4167  STATE/COUNTY-  NJ/SALEM
 JU4167  COUNTRY     -  US
 JU4167  USGS QUAD   -  PENNS GROVE (2019)
 JU4167
 JU4167                         *CURRENT SURVEY CONTROL
 JU4167  ______________________________________________________________________
 JU4167* NAD 83(2011) POSITION- 39 44 04.40837(N) 075 24 02.40864(W)   ADJUSTED
 JU4167* NAD 83(2011) ELLIP HT-   -21.478 (meters)        (06/27/12)   ADJUSTED
 JU4167* NAD 83(2011) EPOCH   -  2010.00
 JU4167* NAVD 88 ORTHO HEIGHT -    11.6   (meters)       38.    (feet) GPS OBS
 JU4167  ______________________________________________________________________
 JU4167  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4167  GEOID HEIGHT    -        -33.109 (meters)                     GEOID99
 JU4167  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 JU4167  NAD 83(2011) X  -  1,238,004.156 (meters)                     COMP
 JU4167  NAD 83(2011) Y  - -4,752,998.691 (meters)                     COMP
 JU4167  NAD 83(2011) Z  -  4,055,350.725 (meters)                     COMP
 JU4167  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 JU4167
 JU4167  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4167  Standards:
 JU4167         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4167            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4167  -------------------------------------------------------------------
 JU4167  NETWORK    0.41   0.74           0.19   0.14   0.38     -0.01593848
 JU4167  -------------------------------------------------------------------
 JU4167  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4167
 JU4167.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4167.been affixed to the stable North American tectonic plate. See 
 JU4167.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4167
 JU4167.The horizontal coordinates are valid at the epoch date displayed above
 JU4167.which is a decimal equivalence of Year/Month/Day.
 JU4167
 JU4167.The orthometric height was determined by GPS observations and a
 JU4167.high-resolution geoid model.
 JU4167
 JU4167.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4167.GEOID18 height accuracy estimate available here.
 JU4167
 JU4167.Click photographs - Photos may exist for this station.
 JU4167
 JU4167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4167
 JU4167.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4167
 JU4167.The ellipsoidal height was determined by GPS observations
 JU4167.and is referenced to NAD 83.
 JU4167
 JU4167. The following values were computed from the NAD 83(2011) position.
 JU4167
 JU4167;                    North         East     Units Scale Factor Converg.
 JU4167;SPC NJ       -   100,432.660    72,798.548   MT  0.99997335   -0 34 32.8
 JU4167;SPC NJ       -   329,502.82    238,839.90   sFT  0.99997335   -0 34 32.8
 JU4167;SPC PA S     -    47,228.926   801,376.781   MT  1.00003703   +1 31 27.2
 JU4167;SPC PA S     -   154,950.23  2,629,183.66   sFT  1.00003703   +1 31 27.2
 JU4167;UTM  18      - 4,398,373.154   465,666.897   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 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 55.0
 JU4167:SPC PA S     -  FAA 7N7 B                                061 16 55.0
 JU4167:UTM  18      -  FAA 7N7 B                                063 03 44.2
 JU4167
 JU4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6566698373(NAD 83)
 JU4167
 JU4167|---------------------------------------------------------------------|
 JU4167| PID    Reference Object                     Distance      Geod. Az  |
 JU4167|                                                           dddmmss.s |
 JU4167| JU4168 FAA 7N7 B                           APPROX. 0.6 KM 0624822.2 |
 JU4167|---------------------------------------------------------------------|
 JU4167
 JU4167                          SUPERSEDED SURVEY CONTROL
 JU4167
 JU4167  NAD 83(2007)-  39 44 04.40870(N)    075 24 02.40940(W) AD(2002.00) 0
 JU4167  ELLIP H (02/10/07)  -21.463  (m)                       GP(2002.00)    
 JU4167  ELLIP H (09/25/02)  -21.456  (m)                       GP(       ) 4 1
 JU4167  NAD 83(1996)-  39 44 04.40878(N)    075 24 02.40954(W) AD(       ) 1
 JU4167  ELLIP H (03/31/00)  -21.451  (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)  -21.440  (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)  -21.518  (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)  UNKNOWN  model used  GPS OBS        
 JU4167
 JU4167.Superseded values are not recommended for survey control.
 JU4167
 JU4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4167.See file dsdata.pdf to determine how the superseded data were derived.
 JU4167
 JU4167_MARKER: I = METAL ROD
 JU4167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - December 12, 2006
 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  HISTORY     - 20061212 GOOD             NJDT
 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.
 JU4167
 JU4167                          STATION RECOVERY (2006)
 JU4167
 JU4167'RECOVERY NOTE BY NJ DEPT OF TRANSP 2006 (JFL)
 JU4167'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4168 ***********************************************************************
 JU4168  DESIGNATION -  FAA 7N7 B
 JU4168  PID         -  JU4168
 JU4168  STATE/COUNTY-  NJ/SALEM
 JU4168  COUNTRY     -  US
 JU4168  USGS QUAD   -  PENNS GROVE (2019)
 JU4168
 JU4168                         *CURRENT SURVEY CONTROL
 JU4168  ______________________________________________________________________
 JU4168* NAD 83(2011) POSITION- 39 44 13.54092(N) 075 23 39.38430(W)   ADJUSTED
 JU4168* NAD 83(2011) ELLIP HT-   -22.545 (meters)        (06/27/12)   ADJUSTED
 JU4168* NAD 83(2011) EPOCH   -  2010.00
 JU4168* NAVD 88 ORTHO HEIGHT -    10.6   (meters)       35.    (feet) GPS OBS
 JU4168  ______________________________________________________________________
 JU4168  NAVD 88 orthometric height was determined with geoid model    GEOID99
 JU4168  GEOID HEIGHT    -        -33.107 (meters)                     GEOID99
 JU4168  GEOID HEIGHT    -        -33.108 (meters)                     GEOID18
 JU4168  NAD 83(2011) X  -  1,238,489.093 (meters)                     COMP
 JU4168  NAD 83(2011) Y  - -4,752,685.442 (meters)                     COMP
 JU4168  NAD 83(2011) Z  -  4,055,566.640 (meters)                     COMP
 JU4168  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 JU4168
 JU4168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4168  Standards:
 JU4168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4168  -------------------------------------------------------------------
 JU4168  NETWORK    0.43   0.73           0.20   0.14   0.37     -0.04334325
 JU4168  -------------------------------------------------------------------
 JU4168  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4168
 JU4168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4168.been affixed to the stable North American tectonic plate. See 
 JU4168.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4168
 JU4168.The horizontal coordinates are valid at the epoch date displayed above
 JU4168.which is a decimal equivalence of Year/Month/Day.
 JU4168
 JU4168.The orthometric height was determined by GPS observations and a
 JU4168.high-resolution geoid model.
 JU4168
 JU4168.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4168.GEOID18 height accuracy estimate available here.
 JU4168
 JU4168.Click photographs - Photos may exist for this station.
 JU4168
 JU4168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4168
 JU4168.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4168
 JU4168.The ellipsoidal height was determined by GPS observations
 JU4168.and is referenced to NAD 83.
 JU4168
 JU4168. The following values were computed from the NAD 83(2011) position.
 JU4168
 JU4168;                    North         East     Units Scale Factor Converg.
 JU4168;SPC NJ       -   100,708.811    73,349.573   MT  0.99997231   -0 34 18.1
 JU4168;SPC NJ       -   330,408.82    240,647.72   sFT  0.99997231   -0 34 18.1
 JU4168;SPC PA S     -    47,525.102   801,917.353   MT  1.00003648   +1 31 42.2
 JU4168;SPC PA S     -   155,921.94  2,630,957.18   sFT  1.00003648   +1 31 42.2
 JU4168;UTM  18      - 4,398,652.274   466,216.176   MT  0.99961405   -0 15 07.4
 JU4168
 JU4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4168!SPC NJ       -   1.00000354  x   0.99997231  =   0.99997585
 JU4168!SPC PA S     -   1.00000354  x   1.00003648  =   1.00004002
 JU4168!UTM  18      -   1.00000354  x   0.99961405  =   0.99961759
 JU4168
 JU4168:                Primary Azimuth Mark                     Grid Az
 JU4168:SPC NJ       -  FAA 7N7 A                                243 22 55.0
 JU4168:SPC PA S     -  FAA 7N7 A                                241 16 54.7
 JU4168:UTM  18      -  FAA 7N7 A                                243 03 44.3
 JU4168
 JU4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6621698652(NAD 83)
 JU4168
 JU4168|---------------------------------------------------------------------|
 JU4168| PID    Reference Object                     Distance      Geod. Az  |
 JU4168|                                                           dddmmss.s |
 JU4168| JU4167 FAA 7N7 A                           APPROX. 0.6 KM 2424836.9 |
 JU4168|---------------------------------------------------------------------|
 JU4168
 JU4168                          SUPERSEDED SURVEY CONTROL
 JU4168
 JU4168  NAD 83(2007)-  39 44 13.54125(N)    075 23 39.38506(W) AD(2002.00) 0
 JU4168  ELLIP H (02/10/07)  -22.531  (m)                       GP(2002.00)    
 JU4168  ELLIP H (09/25/02)  -22.523  (m)                       GP(       ) 4 1
 JU4168  NAD 83(1996)-  39 44 13.54129(N)    075 23 39.38520(W) AD(       ) 1
 JU4168  ELLIP H (03/31/00)  -22.518  (m)                       GP(       ) 3 1
 JU4168  NAD 83(1996)-  39 44 13.54114(N)    075 23 39.38497(W) AD(       ) 3
 JU4168  ELLIP H (09/01/99)  -22.521  (m)                       GP(       ) 4 1
 JU4168  NAD 83(1991)-  39 44 13.53671(N)    075 23 39.38403(W) AD(       ) 3
 JU4168  ELLIP H (01/27/92)  -22.599  (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)  UNKNOWN  model used  GPS OBS        
 JU4168
 JU4168.Superseded values are not recommended for survey control.
 JU4168
 JU4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4168.See file dsdata.pdf to determine how the superseded data were derived.
 JU4168
 JU4168_MARKER: I = METAL ROD
 JU4168_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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  HISTORY     - 20210223 MARK NOT FOUND   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.
 JU4168
 JU4168                          STATION RECOVERY (2021)
 JU4168
 JU4168'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 JU4168'THE STATION IS DESTROYED OR COVERED.  GPS INDICATES STATION IS PAVED
 JU4168'OVER BY EXPANDED TAXIWAY.  NO WITNESS POST FOUND, TAXIWAY TIES IS OFF
 JU4168'AND CENTER OF RUNWAY TIES IS GOOD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU4171  USGS QUAD   -  SHILOH (2019)
 JU4171
 JU4171                         *CURRENT SURVEY CONTROL
 JU4171  ______________________________________________________________________
 JU4171* NAD 83(2011) POSITION- 39 26 48.36972(N) 075 18 49.41829(W)   ADJUSTED
 JU4171* NAD 83(2011) ELLIP HT-    -1.626 (meters)        (06/27/12)   ADJUSTED
 JU4171* NAD 83(2011) EPOCH   -  2010.00
 JU4171* NAVD 88 ORTHO HEIGHT -    32.177 (meters)      105.57  (feet) ADJUSTED
 JU4171  ______________________________________________________________________
 JU4171  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 JU4171  NAD 83(2011) X  -  1,250,381.468 (meters)                     COMP
 JU4171  NAD 83(2011) Y  - -4,770,827.204 (meters)                     COMP
 JU4171  NAD 83(2011) Z  -  4,030,740.512 (meters)                     COMP
 JU4171  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 JU4171  DYNAMIC HEIGHT  -         32.160 (meters)      105.51  (feet) COMP
 JU4171  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 JU4171
 JU4171  VERT ORDER      -  FIRST     CLASS II
 JU4171
 JU4171  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4171  Standards:
 JU4171         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4171            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4171  -------------------------------------------------------------------
 JU4171  NETWORK    0.29   0.51           0.13   0.10   0.26     -0.01376586
 JU4171  -------------------------------------------------------------------
 JU4171  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4171
 JU4171.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4171.been affixed to the stable North American tectonic plate. See 
 JU4171.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4171
 JU4171.The horizontal coordinates are valid at the epoch date displayed above
 JU4171.which is a decimal equivalence of Year/Month/Day.
 JU4171
 JU4171.The orthometric height was determined by differential leveling and
 JU4171.adjusted by the NATIONAL GEODETIC SURVEY
 JU4171.in April 2013.
 JU4171
 JU4171.No vertical observational check was made to the station.
 JU4171
 JU4171.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4171.GEOID18 height accuracy estimate available here.
 JU4171
 JU4171.Click photographs - Photos may exist for this station.
 JU4171
 JU4171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4171
 JU4171.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4171
 JU4171.The ellipsoidal height was determined by GPS observations
 JU4171.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4171
 JU4171;                    North         East     Units Scale Factor Converg.
 JU4171;SPC NJ       -    68,411.736    79,961.719   MT  0.99996038   -0 31 01.3
 JU4171;SPC NJ       -   224,447.50    262,341.07   sFT  0.99996038   -0 31 01.3
 JU4171;UTM  18      - 4,366,403.923   473,005.446   MT  0.99960897   -0 11 57.6
 JU4171
 JU4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4171!SPC NJ       -   1.00000026  x   0.99996038  =   0.99996064
 JU4171!UTM  18      -   1.00000026  x   0.99960897  =   0.99960923
 JU4171
 JU4171:                Primary Azimuth Mark                     Grid Az
 JU4171:SPC NJ       -  U 59                                     020 15 10.3
 JU4171:UTM  18      -  U 59                                     019 56 06.6
 JU4171
 JU4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7300566403(NAD 83)
 JU4171
 JU4171|---------------------------------------------------------------------|
 JU4171| PID    Reference Object                     Distance      Geod. Az  |
 JU4171|                                                           dddmmss.s |
 JU4171| JU0974 U 59                                APPROX. 0.5 KM 0194409.0 |
 JU4171| JU4172 FAA N39 B                           APPROX. 0.5 KM 2050051.5 |
 JU4171|---------------------------------------------------------------------|
 JU4171
 JU4171                          SUPERSEDED SURVEY CONTROL
 JU4171
 JU4171  NAD 83(2007)-  39 26 48.37004(N)    075 18 49.41899(W) AD(2002.00) 0
 JU4171  ELLIP H (02/10/07)   -1.611  (m)                       GP(2002.00)    
 JU4171  ELLIP H (09/24/01)   -1.602  (m)                       GP(       ) 4 1
 JU4171  NAD 83(1996)-  39 26 48.37008(N)    075 18 49.41916(W) AD(       ) B
 JU4171  ELLIP H (08/14/98)   -1.598  (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)   -1.675  (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)   -1.759  (m)                       GP(       ) 4 1
 JU4171  NAD 83(1986)-  39 26 48.35590(N)    075 18 49.41924(W) AD(       ) 3
 JU4171  NAVD 88              32.13   (m)          105.4    (f) LEVELING    3  
 JU4171  NAVD 88 (10/03/96)   32.133  (m)          105.42   (f) SUPERSEDED  1 2
 JU4171  NAVD 88 (08/04/95)   32.1    (m)  GEOID93  model used  GPS OBS        
 JU4171  NGVD 29 (06/12/91)   32.5    (m)  UNKNOWN  model used  GPS OBS        
 JU4171
 JU4171.Superseded values are not recommended for survey control.
 JU4171
 JU4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4171.See file dsdata.pdf to determine how the superseded data were derived.
 JU4171
 JU4171_MARKER: F = FLANGE-ENCASED ROD
 JU4171_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4171_STAMPING: FAA N39 A 1990
 JU4171_MARK LOGO: NGS
 JU4171_PROJECTION: RECESSED 8 CENTIMETERS
 JU4171_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4171+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 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  HISTORY     - 20070713 GOOD             UE
 JU4171  HISTORY     - 20110603 GOOD             NJGS
 JU4171  HISTORY     - 20200520 GOOD             NJGS
 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.
 JU4171
 JU4171                          STATION RECOVERY (2007)
 JU4171
 JU4171'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU4171'RECOVERED IN GOOD CONDITION.
 JU4171
 JU4171                          STATION RECOVERY (2011)
 JU4171
 JU4171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU4171'RECOVERED IN GOOD CONDITION.
 JU4171'
 JU4171'NOTE-THE STATION IS ALSO ABOUT 203 FT (61.9 M) NORTHEAST OF THE
 JU4171'NORTHEAST CORNER OF THE HANGER, 255 FT (77.7 M) EAST-SOUTHEAST OF A
 JU4171'POLE NUMBER B59190 NEAR THE NORTHWEST CORNER OF THE HANGER, 278 FT
 JU4171'(84.7 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE HANGER, 75 FT (22.9
 JU4171'M) NORTHEAST OF A BLUE TAXIWAY LIGHT.
 JU4171
 JU4171                          STATION RECOVERY (2020)
 JU4171
 JU4171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU4171'THE BLUE TAXIWAY LIGHT WAS DAMAGED. THE MARK IS 104.1 FT (31.7 M)
 JU4171'NORTHWEST OF ANOTHER BLUE TAXIWAY LIGHT IN CLOSE PROXIMITY TO A WHITE
 JU4171'RUNWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4172 ***********************************************************************
 JU4172  DESIGNATION -  FAA N39 B
 JU4172  PID         -  JU4172
 JU4172  STATE/COUNTY-  NJ/CUMBERLAND
 JU4172  COUNTRY     -  US
 JU4172  USGS QUAD   -  SHILOH (2019)
 JU4172
 JU4172                         *CURRENT SURVEY CONTROL
 JU4172  ______________________________________________________________________
 JU4172* NAD 83(2011) POSITION- 39 26 33.45070(N) 075 18 58.39644(W)   ADJUSTED
 JU4172* NAD 83(2011) ELLIP HT-    -3.132 (meters)        (06/27/12)   ADJUSTED
 JU4172* NAD 83(2011) EPOCH   -  2010.00
 JU4172* NAVD 88 ORTHO HEIGHT -    30.676 (meters)      100.64  (feet) ADJUSTED
 JU4172  ______________________________________________________________________
 JU4172  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 JU4172  NAD 83(2011) X  -  1,250,247.609 (meters)                     COMP
 JU4172  NAD 83(2011) Y  - -4,771,163.271 (meters)                     COMP
 JU4172  NAD 83(2011) Z  -  4,030,384.247 (meters)                     COMP
 JU4172  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 JU4172  DYNAMIC HEIGHT  -         30.660 (meters)      100.59  (feet) COMP
 JU4172  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 JU4172
 JU4172  VERT ORDER      -  FIRST     CLASS II
 JU4172
 JU4172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4172  Standards:
 JU4172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4172  -------------------------------------------------------------------
 JU4172  NETWORK    0.33   0.57           0.15   0.12   0.29      0.06037347
 JU4172  -------------------------------------------------------------------
 JU4172  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4172
 JU4172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4172.been affixed to the stable North American tectonic plate. See 
 JU4172.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4172
 JU4172.The horizontal coordinates are valid at the epoch date displayed above
 JU4172.which is a decimal equivalence of Year/Month/Day.
 JU4172
 JU4172.The orthometric height was determined by differential leveling and
 JU4172.adjusted by the NATIONAL GEODETIC SURVEY
 JU4172.in April 2013.
 JU4172
 JU4172.No vertical observational check was made to the station.
 JU4172
 JU4172.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4172.GEOID18 height accuracy estimate available here.
 JU4172
 JU4172.Click photographs - Photos may exist for this station.
 JU4172
 JU4172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4172
 JU4172.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4172
 JU4172.The ellipsoidal height was determined by GPS observations
 JU4172.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4172
 JU4172;                    North         East     Units Scale Factor Converg.
 JU4172;SPC NJ       -    67,953.610    79,742.897   MT  0.99996075   -0 31 06.9
 JU4172;SPC NJ       -   222,944.47    261,623.15   sFT  0.99996075   -0 31 06.9
 JU4172;UTM  18      - 4,365,944.752   472,789.243   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 52.7
 JU4172:UTM  18      -  FAA N39 A                                025 12 49.0
 JU4172
 JU4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7278965944(NAD 83)
 JU4172
 JU4172|---------------------------------------------------------------------|
 JU4172| PID    Reference Object                     Distance      Geod. Az  |
 JU4172|                                                           dddmmss.s |
 JU4172| JU4171 FAA N39 A                           APPROX. 0.5 KM 0250045.8 |
 JU4172|---------------------------------------------------------------------|
 JU4172
 JU4172                          SUPERSEDED SURVEY CONTROL
 JU4172
 JU4172  NAD 83(2007)-  39 26 33.45102(N)    075 18 58.39713(W) AD(2002.00) 0
 JU4172  ELLIP H (02/10/07)   -3.117  (m)                       GP(2002.00)    
 JU4172  ELLIP H (09/25/02)   -3.109  (m)                       GP(       ) 4 1
 JU4172  NAD 83(1996)-  39 26 33.45113(N)    075 18 58.39718(W) AD(       ) 1
 JU4172  ELLIP H (05/14/99)   -3.112  (m)                       GP(       ) 4 1
 JU4172  NAD 83(1992)-  39 26 33.45070(N)    075 18 58.39702(W) AD(       ) 1
 JU4172  ELLIP H (08/04/95)   -3.183  (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)   -3.265  (m)                       GP(       ) 4 1
 JU4172  NAD 83(1986)-  39 26 33.43686(N)    075 18 58.39790(W) AD(       ) 3
 JU4172  NAVD 88              30.63   (m)          100.5    (f) LEVELING    3  
 JU4172  NAVD 88 (10/03/96)   30.632  (m)          100.50   (f) SUPERSEDED  1 2
 JU4172  NAVD 88 (08/04/95)   30.6    (m)  GEOID93  model used  GPS OBS        
 JU4172  NGVD 29 (06/12/91)   31.0    (m)  UNKNOWN  model used  GPS OBS        
 JU4172
 JU4172.Superseded values are not recommended for survey control.
 JU4172
 JU4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4172.See file dsdata.pdf to determine how the superseded data were derived.
 JU4172
 JU4172_MARKER: F = FLANGE-ENCASED ROD
 JU4172_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4172_STAMPING: FAA N39 B 1990
 JU4172_MARK LOGO: NGS
 JU4172_PROJECTION: RECESSED 15 CENTIMETERS
 JU4172_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4172+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 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  HISTORY     - 20070713 MARK NOT FOUND   UE
 JU4172  HISTORY     - 20110603 GOOD             NJGS
 JU4172  HISTORY     - 20200520 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.
 JU4172
 JU4172                          STATION RECOVERY (2007)
 JU4172
 JU4172'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU4172'AREA AT THE SOUTH END OF THE AIRSTRIP HAD BEEN FILLED IN WITH SEVERAL
 JU4172'INCHES OF DIRT. PROBABLY STILL THERE BUT BURIED.
 JU4172
 JU4172                          STATION RECOVERY (2011)
 JU4172
 JU4172'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU4172'RECOVERED IN GOOD CONDITION.
 JU4172'
 JU4172'NOTE ADDITIONS-THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM)
 JU4172'EAST-SOUTHEAST OF CANTON, 4.5 MI (7.2 KM) WEST-NORTHWEST OF BRIDGETON
 JU4172'AND 1.4 MI (2.3 KM) SOUTHWEST OF SHILOH.
 JU4172'
 JU4172'THE STATION IS AT THE SOUTHWEST END OF THE GRASS RUNWAY, BETWEEN THE
 JU4172'RUNWAY END LIGHTS THE STATION IS ABOUT 0.3 MI (0.5 KM) SOUTH-SOUTHWEST
 JU4172'OF STATION FAA N39A LONG THE RUNWAY.
 JU4172'
 JU4172'THE STATION IS ABOUT 192 FT (58.5 M) EAST-SOUTHEAST OF THE SOUTHEAST
 JU4172'CORNER OF THE DRIVEWAY, 201.5 FT (61.4 M) EAST-SOUTHEAST OF THE WOODEN
 JU4172'STEPS LEADING TO THE HOUSE DECK, 43.4 FT (13.2 M) SOUTHEAST OF THE
 JU4172'SOUTHEASTERLY OF 3 RUNWAY END LIGHTS ON THE NORTHWEST SIDE OF THE
 JU4172'RUNWAY, 64.4 FT (19.6 M) NORTHWEST OF THE NORTHWESTERLY OF 3 RUNWAY
 JU4172'ENDLIGHTS ON THE SOUTHEAST SIDE OF THE RUNWAY, 106.8 FT (32.6 M)
 JU4172'NORTHWEST OF AN INSTALLED METAL WITNESS SIGN ON THE NORTHWEST EDGE OF
 JU4172'THE ORCHARD ON THE SOUTHEAST SIDE OF THE RUNWAY.
 JU4172'
 JU4172'THE STATION IS ABOUT 3 INCHES (8 CM) BELOW THE GROUND.
 JU4172
 JU4172                          STATION RECOVERY (2020)
 JU4172
 JU4172'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU4172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5520 ***********************************************************************
 KV5520  DESIGNATION -  FAIRVIEW
 KV5520  PID         -  KV5520
 KV5520  STATE/COUNTY-  NJ/BURLINGTON
 KV5520  COUNTRY     -  US
 KV5520  USGS QUAD   -  TRENTON EAST (2019)
 KV5520
 KV5520                         *CURRENT SURVEY CONTROL
 KV5520  ______________________________________________________________________
 KV5520* NAD 83(2011) POSITION- 40 07 44.26208(N) 074 40 17.96541(W)   ADJUSTED
 KV5520* NAD 83(2011) ELLIP HT-     4.744 (meters)        (06/27/12)   ADJUSTED
 KV5520* NAD 83(2011) EPOCH   -  2010.00
 KV5520* NAVD 88 ORTHO HEIGHT -    37.4   (meters)      123.    (feet) GPS OBS
 KV5520  ______________________________________________________________________
 KV5520  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5520  GEOID HEIGHT    -        -32.958 (meters)                     GEOID93
 KV5520  GEOID HEIGHT    -        -32.675 (meters)                     GEOID18
 KV5520  NAD 83(2011) X  -  1,290,952.585 (meters)                     COMP
 KV5520  NAD 83(2011) Y  - -4,709,772.891 (meters)                     COMP
 KV5520  NAD 83(2011) Z  -  4,088,947.538 (meters)                     COMP
 KV5520  LAPLACE CORR    -          3.65  (seconds)                    DEFLEC18
 KV5520
 KV5520  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5520  Standards:
 KV5520         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5520            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5520  -------------------------------------------------------------------
 KV5520  NETWORK    0.31   0.59           0.14   0.11   0.30      0.05538213
 KV5520  -------------------------------------------------------------------
 KV5520  Click here for local accuracies and other accuracy information.
 KV5520
 KV5520.The horizontal coordinates were established by GPS observations
 KV5520.and adjusted by the National Geodetic Survey in June 2012.
 KV5520
 KV5520.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5520.been affixed to the stable North American tectonic plate. See 
 KV5520.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5520
 KV5520.The horizontal coordinates are valid at the epoch date displayed above
 KV5520.which is a decimal equivalence of Year/Month/Day.
 KV5520
 KV5520.The orthometric height was determined by GPS observations and a
 KV5520.high-resolution geoid model.
 KV5520
 KV5520.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5520.GEOID18 height accuracy estimate available here.
 KV5520
 KV5520.Click photographs - Photos may exist for this station.
 KV5520
 KV5520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5520
 KV5520.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5520
 KV5520.The ellipsoidal height was determined by GPS observations
 KV5520.and is referenced to NAD 83.
 KV5520
 KV5520. The following values were computed from the NAD 83(2011) position.
 KV5520
 KV5520;                    North         East     Units Scale Factor Converg.
 KV5520;SPC NJ       -   143,846.474   135,370.614   MT  0.99990263   -0 06 38.3
 KV5520;SPC NJ       -   471,936.31    444,128.42   sFT  0.99990263   -0 06 38.3
 KV5520;SPC PA S     -    92,914.596   862,316.749   MT  0.99997518   +1 59 49.9
 KV5520;SPC PA S     -   304,837.30  2,829,117.53   sFT  0.99997518   +1 59 49.9
 KV5520;UTM  18      - 4,442,122.526   527,974.485   MT  0.99960963   +0 12 41.8
 KV5520
 KV5520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5520!SPC NJ       -   0.99999926  x   0.99990263  =   0.99990189
 KV5520!SPC PA S     -   0.99999926  x   0.99997518  =   0.99997444
 KV5520!UTM  18      -   0.99999926  x   0.99960963  =   0.99960889
 KV5520
 KV5520:                Primary Azimuth Mark                     Grid Az
 KV5520:SPC NJ       -  FAIRVIEW AZ MK 2                         078 02 24.0
 KV5520:SPC PA S     -  FAIRVIEW AZ MK 2                         075 55 55.8
 KV5520:UTM  18      -  FAIRVIEW AZ MK 2                         077 43 03.9
 KV5520
 KV5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2797442122(NAD 83)
 KV5520
 KV5520|---------------------------------------------------------------------|
 KV5520| PID    Reference Object                     Distance      Geod. Az  |
 KV5520|                                                           dddmmss.s |
 KV5520| CB5901 FAIRVIEW RM 1                        55.847 METERS 01736     |
 KV5520| KV6245 FAIRVIEW AZ MK 2                    APPROX. 0.6 KM 0775545.7 |
 KV5520| CB5902 FAIRVIEW RM 2                        30.111 METERS 07934     |
 KV5520| CB5903 FAIRVIEW RM 3                        19.473 METERS 09301     |
 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  NAD 83(2007)-  40 07 44.26262(N)    074 40 17.96611(W) AD(2002.00) 0
 KV5520  ELLIP H (02/10/07)    4.744  (m)                       GP(2002.00)    
 KV5520  ELLIP H (10/23/02)    4.777  (m)                       GP(       ) 4 1
 KV5520  NAD 83(1996)-  40 07 44.26264(N)    074 40 17.96616(W) AD(       ) 1
 KV5520  ELLIP H (05/14/99)    4.769  (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)    4.735  (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)    4.848  (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)  UNKNOWN  model used  GPS OBS        
 KV5520  NGVD 29 (08/10/88)   37.9    (m)  RAPSU86  model used  GPS OBS        
 KV5520
 KV5520.Superseded values are not recommended for survey control.
 KV5520
 KV5520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5520.See file dsdata.pdf to determine how the superseded data were derived.
 KV5520
 KV5520_MARKER: DS = TRIANGULATION STATION DISK
 KV5520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5520_STAMPING: FAIRVIEW 1933
 KV5520_MARK LOGO: CGS
 KV5520_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - April 23, 2024
 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  HISTORY     - 20200925 GOOD             NJGS
 KV5520  HISTORY     - 20240423 GOOD             AAAS
 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.
 KV5520
 KV5520                          STATION RECOVERY (2020)
 KV5520
 KV5520'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV5520'RECOVERED IN GOOD CONDITION.
 KV5520
 KV5520                          STATION RECOVERY (2024)
 KV5520
 KV5520'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV5520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6245 ***********************************************************************
 KV6245  DESIGNATION -  FAIRVIEW AZ MK 2
 KV6245  PID         -  KV6245
 KV6245  STATE/COUNTY-  NJ/BURLINGTON
 KV6245  COUNTRY     -  US
 KV6245  USGS QUAD   -  TRENTON EAST (2019)
 KV6245
 KV6245                         *CURRENT SURVEY CONTROL
 KV6245  ______________________________________________________________________
 KV6245* NAD 83(1996) POSITION- 40 07 48.16385(N) 074 39 54.23124(W)   NO CHECK
 KV6245* NAVD 88 ORTHO HEIGHT -    36.    (meters)      118.    (feet) SCALED
 KV6245  ______________________________________________________________________
 KV6245  GEOID HEIGHT    -        -32.666 (meters)                     GEOID18
 KV6245  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 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
 KV6245.No horizontal observational check was made to the station.
 KV6245
 KV6245.The orthometric height was scaled from a topographic map.
 KV6245
 KV6245.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6245.GEOID18 height accuracy estimate available here.
 KV6245
 KV6245.Click photographs - Photos may exist for this station.
 KV6245
 KV6245.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6245
 KV6245. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2853542244(NAD 83)
 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
 KV6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6245.See file dsdata.pdf to determine how the superseded data were derived.
 KV6245
 KV6245_MARKER: DZ = AZIMUTH MARK DISK
 KV6245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6245_STAMPING: FAIRVIEW 1933 NO 2 1985
 KV6245_MARK LOGO: NGS
 KV6245_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV4044 ***********************************************************************
 KV4044  DESIGNATION -  FAIRVIEW BELLMAN BLEACH CHIM
 KV4044  PID         -  KV4044
 KV4044  STATE/COUNTY-  NJ/BERGEN
 KV4044  COUNTRY     -  US
 KV4044  USGS QUAD   -  WEEHAWKEN (2016)
 KV4044
 KV4044                         *CURRENT SURVEY CONTROL
 KV4044  ______________________________________________________________________
 KV4044* NAD 83(1996) POSITION- 40 49 19.14897(N) 074 00 43.37365(W)   ADJUSTED
 KV4044  ______________________________________________________________________
 KV4044  GEOID HEIGHT    -        -31.771 (meters)                     GEOID18
 KV4044  LAPLACE CORR    -          8.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4044.GEOID18 height accuracy estimate available here.
 KV4044
 KV4044.Click photographs - Photos may exist for this station.
 KV4044
 KV4044.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4044
 KV4044. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8331219465(NAD 83)
 KV4044
 KV4044                          SUPERSEDED SURVEY CONTROL
 KV4044
 KV4044  NAD 83(1996)-  40 49 19.14879(N)    074 00 43.37377(W) AD(       ) 3
 KV4044  NAD 83(1996)-  40 49 19.14734(N)    074 00 43.37543(W) AD(       ) 3
 KV4044  NAD 83(1992)-  40 49 19.14641(N)    074 00 43.37627(W) AD(       ) 3
 KV4044  NAD 83(1986)-  40 49 19.15070(N)    074 00 43.36978(W) AD(       ) 3
 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
 KV4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4044.See file dsdata.pdf to determine how the superseded data were derived.
 KV4044
 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 = JULY 24, 2026 22:12:30 EDT
 KV4040 ***********************************************************************
 KV4040  DESIGNATION -  FAIRVIEW CHIMNEY
 KV4040  PID         -  KV4040
 KV4040  STATE/COUNTY-  NJ/BERGEN
 KV4040  COUNTRY     -  US
 KV4040  USGS QUAD   -  WEEHAWKEN (2016)
 KV4040
 KV4040                         *CURRENT SURVEY CONTROL
 KV4040  ______________________________________________________________________
 KV4040* NAD 83(1996) POSITION- 40 49 19.73863(N) 074 00 43.03612(W)   ADJUSTED
 KV4040  ______________________________________________________________________
 KV4040  GEOID HEIGHT    -        -31.771 (meters)                     GEOID18
 KV4040  LAPLACE CORR    -          8.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4040.GEOID18 height accuracy estimate available here.
 KV4040
 KV4040.Click photographs - Photos may exist for this station.
 KV4040
 KV4040.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4040
 KV4040. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8331919483(NAD 83)
 KV4040
 KV4040                          SUPERSEDED SURVEY CONTROL
 KV4040
 KV4040  NAD 83(1996)-  40 49 19.73848(N)    074 00 43.03625(W) AD(       ) 3
 KV4040  NAD 83(1996)-  40 49 19.73707(N)    074 00 43.03798(W) AD(       ) 3
 KV4040  NAD 83(1992)-  40 49 19.73619(N)    074 00 43.03896(W) AD(       ) 3
 KV4040  NAD 83(1986)-  40 49 19.74073(N)    074 00 43.03269(W) AD(       ) 3
 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
 KV4040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4040.See file dsdata.pdf to determine how the superseded data were derived.
 KV4040
 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 = JULY 24, 2026 22:12:30 EDT
 KU2138 ***********************************************************************
 KU2138  DESIGNATION -  FALSE
 KU2138  PID         -  KU2138
 KU2138  STATE/COUNTY-  NJ/MONMOUTH
 KU2138  COUNTRY     -  US
 KU2138  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2138
 KU2138                         *CURRENT SURVEY CONTROL
 KU2138  ______________________________________________________________________
 KU2138* NAD 83(1996) POSITION- 40 27 35.80461(N) 073 59 42.19072(W)   ADJUSTED
 KU2138* NAVD 88 ORTHO HEIGHT -     8.002 (meters)       26.25  (feet) ADJUSTED
 KU2138  ______________________________________________________________________
 KU2138  GEOID HEIGHT    -        -32.473 (meters)                     GEOID18
 KU2138  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 KU2138  DYNAMIC HEIGHT  -          7.998 (meters)       26.24  (feet) COMP
 KU2138  MODELED GRAVITY -    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 and
 KU2138.adjusted by the NATIONAL GEODETIC SURVEY
 KU2138.in May 2006.
 KU2138
 KU2138.No vertical observational check was made to the station.
 KU2138
 KU2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2138.GEOID18 height accuracy estimate available here.
 KU2138
 KU2138.Click photographs - Photos may exist for this station.
 KU2138
 KU2138.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000384  x   0.99992257  =   0.99992641
 KU2138!UTM  18      -   1.00000384  x   0.99968936  =   0.99969320
 KU2138
 KU2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8520479293(NAD 83)
 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
 KU2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2138.See file dsdata.pdf to determine how the superseded data were derived.
 KU2138
 KU2138_MARKER: DD = SURVEY DISK
 KU2138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 JU3370 ***********************************************************************
 JU3370  DESIGNATION -  FALSE EGG IS PT WOODEN TOWER
 JU3370  PID         -  JU3370
 JU3370  STATE/COUNTY-  NJ/CUMBERLAND
 JU3370  COUNTRY     -  US
 JU3370  USGS QUAD   -  FORTESCUE (2019)
 JU3370
 JU3370                         *CURRENT SURVEY CONTROL
 JU3370  ______________________________________________________________________
 JU3370* NAD 83(1996) POSITION- 39 12 09.48570(N) 075 10 03.53781(W)   ADJUSTED
 JU3370  ______________________________________________________________________
 JU3370  GEOID HEIGHT    -        -34.581 (meters)                     GEOID18
 JU3370  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3370.GEOID18 height accuracy estimate available here.
 JU3370
 JU3370.Click photographs - Photos may exist for this station.
 JU3370
 JU3370.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3370
 JU3370. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,339,276.975   485,524.439   MT  0.99960258   -0 06 21.5
 JU3370
 JU3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8552439276(NAD 83)
 JU3370
 JU3370                          SUPERSEDED SURVEY CONTROL
 JU3370
 JU3370  NAD 83(1991)-  39 12 09.47886(N)    075 10 03.53912(W) AD(       ) 3
 JU3370  NAD 83(1986)-  39 12 09.47329(N)    075 10 03.54262(W) AD(       ) 3
 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
 JU3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3370.See file dsdata.pdf to determine how the superseded data were derived.
 JU3370
 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 = JULY 24, 2026 22:12:30 EDT
 KV4011 ***********************************************************************
 KV4011  DESIGNATION -  FARM
 KV4011  PID         -  KV4011
 KV4011  STATE/COUNTY-  NJ/HUDSON
 KV4011  COUNTRY     -  US
 KV4011  USGS QUAD   -  WEEHAWKEN (2016)
 KV4011
 KV4011                         *CURRENT SURVEY CONTROL
 KV4011  ______________________________________________________________________
 KV4011* NAD 83(1996) POSITION- 40 46 48.39597(N) 074 03 41.08551(W)   ADJUSTED
 KV4011* NAVD 88 ORTHO HEIGHT -    24.    (meters)       79.    (feet) SCALED
 KV4011  ______________________________________________________________________
 KV4011  GEOID HEIGHT    -        -31.970 (meters)                     GEOID18
 KV4011  LAPLACE CORR    -          7.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4011.GEOID18 height accuracy estimate available here.
 KV4011
 KV4011.Click photographs - Photos may exist for this station.
 KV4011
 KV4011.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4011
 KV4011. The following values were computed from the NAD 83(1996) position.
 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       -  SCHOOL 3                                 008 59 52.2
 KV4011:SPC NY L     -  SCHOOL 3                                 009 19 28.1
 KV4011:UTM  18      -  SCHOOL 3                                 008 40 16.4
 KV4011
 KV4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7919814771(NAD 83)
 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
 KV4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4011.See file dsdata.pdf to determine how the superseded data were derived.
 KV4011
 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 = JULY 24, 2026 22:12:30 EDT
 KV4687 ***********************************************************************
 KV4687  DESIGNATION -  FARMER 1913
 KV4687  PID         -  KV4687
 KV4687  STATE/COUNTY-  NJ/HUDSON
 KV4687  COUNTRY     -  US
 KV4687  USGS QUAD   -  ELIZABETH (2016)
 KV4687
 KV4687                         *CURRENT SURVEY CONTROL
 KV4687  ______________________________________________________________________
 KV4687* NAD 83(1996) POSITION- 40 44 30.72962(N) 074 09 44.67859(W)   ADJUSTED
 KV4687* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4687  ______________________________________________________________________
 KV4687  GEOID HEIGHT    -        -32.290 (meters)                     GEOID18
 KV4687  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4687.GEOID18 height accuracy estimate available here.
 KV4687
 KV4687.Click photographs - Photos may exist for this station.
 KV4687
 KV4687.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4687
 KV4687. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000465  x   0.99991000  =   0.99991465
 KV4687!SPC NY L     -   1.00000465  x   0.99999668  =   1.00000133
 KV4687!UTM  18      -   1.00000465  x   0.99966155  =   0.99966620
 KV4687
 KV4687:                Primary Azimuth Mark                     Grid Az
 KV4687:SPC NJ       -  VAN                                      173 50 36.7
 KV4687:SPC NY L     -  VAN                                      174 10 12.3
 KV4687:UTM  18      -  VAN                                      173 31 01.9
 KV4687
 KV4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7071710440(NAD 83)
 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  USSD        -  40 44 30.74000(N)    074 09 46.04700(W) AD(       ) 3
 KV4687
 KV4687.Superseded values are not recommended for survey control.
 KV4687
 KV4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4687.See file dsdata.pdf to determine how the superseded data were derived.
 KV4687
 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 = JULY 24, 2026 22:12:30 EDT
 KV4683 ***********************************************************************
 KV4683  DESIGNATION -  FARMERS FEED COMPANY CHIMNEY
 KV4683  PID         -  KV4683
 KV4683  STATE/COUNTY-  NJ/ESSEX
 KV4683  COUNTRY     -  US
 KV4683  USGS QUAD   -  ELIZABETH (2016)
 KV4683
 KV4683                         *CURRENT SURVEY CONTROL
 KV4683  ______________________________________________________________________
 KV4683* NAD 83(1996) POSITION- 40 44 05.74547(N) 074 08 21.01002(W)   ADJUSTED
 KV4683  ______________________________________________________________________
 KV4683  GEOID HEIGHT    -        -32.226 (meters)                     GEOID18
 KV4683  LAPLACE CORR    -          6.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4683.GEOID18 height accuracy estimate available here.
 KV4683
 KV4683.Click photographs - Photos may exist for this station.
 KV4683
 KV4683.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4683
 KV4683. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7268609688(NAD 83)
 KV4683
 KV4683                          SUPERSEDED SURVEY CONTROL
 KV4683
 KV4683  NAD 83(1996)-  40 44 05.74536(N)    074 08 21.01026(W) AD(       ) 3
 KV4683  NAD 83(1986)-  40 44 05.74410(N)    074 08 21.01430(W) AD(       ) 3
 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
 KV4683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4683.See file dsdata.pdf to determine how the superseded data were derived.
 KV4683
 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 = JULY 24, 2026 22:12:30 EDT
 KV0914 ***********************************************************************
 KV0914  DESIGNATION -  FARMINGDALE 1
 KV0914  PID         -  KV0914
 KV0914  STATE/COUNTY-  NJ/MONMOUTH
 KV0914  COUNTRY     -  US
 KV0914  USGS QUAD   -  FARMINGDALE (2016)
 KV0914
 KV0914                         *CURRENT SURVEY CONTROL
 KV0914  ______________________________________________________________________
 KV0914* NAD 83(1986) POSITION- 40 11 57.     (N) 074 10 42.     (W)   SCALED
 KV0914* NAVD 88 ORTHO HEIGHT -    22.295 (meters)       73.15  (feet) ADJUSTED
 KV0914  ______________________________________________________________________
 KV0914  GEOID HEIGHT    -        -32.567 (meters)                     GEOID18
 KV0914  DYNAMIC HEIGHT  -         22.286 (meters)       73.12  (feet) COMP
 KV0914  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 KV0914
 KV0914  VERT ORDER      -  SECOND    CLASS 0
 KV0914
 KV0914.The horizontal coordinates were scaled from a map and have
 KV0914.an estimated accuracy of +/- 6 seconds.
 KV0914
 KV0914.The orthometric height was determined by differential leveling and
 KV0914.adjusted by the NATIONAL GEODETIC SURVEY
 KV0914.in June 1991.
 KV0914
 KV0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0914.GEOID18 height accuracy estimate available here.
 KV0914
 KV0914.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK699501(NAD 83)
 KV0914
 KV0914                          SUPERSEDED SURVEY CONTROL
 KV0914
 KV0914  NGVD 29 (11/26/84)   22.694  (m)           74.46   (f) ADJUSTED    2 0
 KV0914
 KV0914.Superseded values are not recommended for survey control.
 KV0914
 KV0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0914.See file dsdata.pdf to determine how the superseded data were derived.
 KV0914
 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  HISTORY     - 20210122 MARK NOT FOUND   NJGS
 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.
 KV0914
 KV0914                          STATION RECOVERY (2021)
 KV0914
 KV0914'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0914'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0916 ***********************************************************************
 KV0916  DESIGNATION -  FARMINGDALE 2
 KV0916  PID         -  KV0916
 KV0916  STATE/COUNTY-  NJ/MONMOUTH
 KV0916  COUNTRY     -  US
 KV0916  USGS QUAD   -  FARMINGDALE (2016)
 KV0916
 KV0916                         *CURRENT SURVEY CONTROL
 KV0916  ______________________________________________________________________
 KV0916* NAD 83(1986) POSITION- 40 10 43.98   (N) 074 09 09.92   (W)   HD_HELD1
 KV0916* NAVD 88 ORTHO HEIGHT -    13.089 (meters)       42.94  (feet) ADJUSTED
 KV0916  ______________________________________________________________________
 KV0916  GEOID HEIGHT    -        -32.676 (meters)                     GEOID18
 KV0916  DYNAMIC HEIGHT  -         13.084 (meters)       42.93  (feet) COMP
 KV0916  MODELED GRAVITY -    980,185.6   (mgal)                       NAVD 88
 KV0916
 KV0916  VERT ORDER      -  FIRST     CLASS II
 KV0916
 KV0916.The horizontal coordinates were determined by differentially corrected
 KV0916.hand held GPS observations or other comparable positioning techniques
 KV0916.and have an estimated accuracy of +/- 3 meters.
 KV0916
 KV0916.The orthometric height was determined by differential leveling and
 KV0916.adjusted by the NATIONAL GEODETIC SURVEY
 KV0916.in June 1991.
 KV0916
 KV0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0916.GEOID18 height accuracy estimate available here.
 KV0916
 KV0916.Click photographs - Photos may exist for this station.
 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       -   149,432.8     179,572.1     MT  (+/- 3 meters HH1 GPS) 
 KV0916
 KV0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7213147955(NAD 83)
 KV0916
 KV0916                          SUPERSEDED SURVEY CONTROL
 KV0916
 KV0916  NGVD 29 (01/10/92)   13.416  (m)           44.02   (f) ADJUSTED    1 2
 KV0916  NGVD 29 (??/??/87)   13.499  (m)           44.29   (f) SUPERSEDED  1 2
 KV0916
 KV0916.Superseded values are not recommended for survey control.
 KV0916
 KV0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0916.See file dsdata.pdf to determine how the superseded data were derived.
 KV0916
 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 = JULY 24, 2026 22:12:30 EDT
 KV4017 ***********************************************************************
 KV4017  DESIGNATION -  FAT
 KV4017  PID         -  KV4017
 KV4017  STATE/COUNTY-  NJ/BERGEN
 KV4017  COUNTRY     -  US
 KV4017  USGS QUAD   -  WEEHAWKEN (2016)
 KV4017
 KV4017                         *CURRENT SURVEY CONTROL
 KV4017  ______________________________________________________________________
 KV4017* NAD 83(1996) POSITION- 40 49 06.91345(N) 074 01 40.56214(W)   ADJUSTED
 KV4017* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4017  ______________________________________________________________________
 KV4017  GEOID HEIGHT    -        -31.833 (meters)                     GEOID18
 KV4017  LAPLACE CORR    -          7.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4017.GEOID18 height accuracy estimate available here.
 KV4017
 KV4017.Click photographs - Photos may exist for this station.
 KV4017
 KV4017.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4017
 KV4017. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99991951  =   0.99992440
 KV4017!SPC NY L     -   1.00000489  x   0.99999505  =   0.99999994
 KV4017!UTM  18      -   1.00000489  x   0.99968271  =   0.99968760
 KV4017
 KV4017:                Primary Azimuth Mark                     Grid Az
 KV4017:SPC NJ       -  BOARD                                    340 51 04.4
 KV4017:SPC NY L     -  BOARD                                    341 10 41.1
 KV4017:UTM  18      -  BOARD                                    340 31 27.7
 KV4017
 KV4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8197619073(NAD 83)
 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
 KV4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4017.See file dsdata.pdf to determine how the superseded data were derived.
 KV4017
 KV4017_MARKER: DS = TRIANGULATION STATION DISK
 KV4017_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4017_MARK LOGO: CGS
 KV4017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5420 ***********************************************************************
 KV5420  DESIGNATION -  FELAUER
 KV5420  PID         -  KV5420
 KV5420  STATE/COUNTY-  NJ/SOMERSET
 KV5420  COUNTRY     -  US
 KV5420  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5420
 KV5420                         *CURRENT SURVEY CONTROL
 KV5420  ______________________________________________________________________
 KV5420* NAD 83(2011) POSITION- 40 29 12.55045(N) 074 29 29.33939(W)   NO CHECK
 KV5420* NAD 83(2011) ELLIP HT-     6.370 (meters)        (06/27/12)   NO CHECK
 KV5420* NAD 83(2011) EPOCH   -  2010.00
 KV5420* NAVD 88 ORTHO HEIGHT -    39.41  (+/-2cm)      129.3   (feet) VERTCON3
 KV5420  ______________________________________________________________________
 KV5420  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 KV5420  NAD 83(2011) X  -  1,298,883.821 (meters)                     COMP
 KV5420  NAD 83(2011) Y  - -4,680,921.687 (meters)                     COMP
 KV5420  NAD 83(2011) Z  -  4,119,250.978 (meters)                     COMP
 KV5420  LAPLACE CORR    -          5.41  (seconds)                    DEFLEC18
 KV5420  VERT ORDER      -  THIRD ? (See Below)
 KV5420
 KV5420  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5420  Standards:
 KV5420         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5420            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5420  -------------------------------------------------------------------
 KV5420  NETWORK    9.16   8.31           3.72   3.27   4.24      0.68216386
 KV5420  -------------------------------------------------------------------
 KV5420  Click here for local accuracies and other accuracy information.
 KV5420
 KV5420.The horizontal coordinates were established by GPS observations
 KV5420.and adjusted by the National Geodetic Survey in June 2012.
 KV5420
 KV5420.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5420.been affixed to the stable North American tectonic plate. See 
 KV5420.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5420
 KV5420.The horizontal coordinates are valid at the epoch date displayed above
 KV5420.which is a decimal equivalence of Year/Month/Day.
 KV5420
 KV5420.No horizontal observational check was made to the station.
 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
 KV5420.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5420.GEOID18 height accuracy estimate available here.
 KV5420
 KV5420.The vertical order pertains to the NGVD 29 superseded value.
 KV5420
 KV5420.Click photographs - Photos may exist for this station.
 KV5420
 KV5420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5420
 KV5420.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5420
 KV5420.The ellipsoidal height was determined by GPS observations
 KV5420.and is referenced to NAD 83.
 KV5420
 KV5420. The following values were computed from the NAD 83(2011) position.
 KV5420
 KV5420;                    North         East     Units Scale Factor Converg.
 KV5420;SPC NJ       -   183,565.149   150,722.022   MT  0.99990001   +0 00 19.9
 KV5420;SPC NJ       -   602,246.66    494,493.83   sFT  0.99990001   +0 00 19.9
 KV5420;UTM  18      - 4,481,915.883   543,097.114   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       -  NEW BRUNSWICK CADGENE DYE TANK           097 53 37.6
 KV5420:UTM  18      -  NEW BRUNSWICK CADGENE DYE TANK           097 34 08.9
 KV5420
 KV5420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4309781915(NAD 83)
 KV5420
 KV5420|---------------------------------------------------------------------|
 KV5420| PID    Reference Object                     Distance      Geod. Az  |
 KV5420|                                                           dddmmss.s |
 KV5420| KV4821 AIRWAY BEACON 74                    APPROX.13.7 KM 0603948.4 |
 KV5420| KV4883 NEW BRUNSWICK SEC REFO CH VANE      APPROX. 3.8 KM 0651045.9 |
 KV5420| CB5915 FELAUER RM 1                         27.021 METERS 08440     |
 KV5420| KV5418 NEW BRUNSWICK CADGENE DYE TANK      APPROX. 2.0 KM 0975357.5 |
 KV5420| CB5916 FELAUER RM 2                         58.010 METERS 18756     |
 KV5420| KV5804 AIRWAY BEACON 70                    APPROX.11.9 KM 3300248.8 |
 KV5420|---------------------------------------------------------------------|
 KV5420
 KV5420                          SUPERSEDED SURVEY CONTROL
 KV5420
 KV5420  NAD 83(2007)-  40 29 12.55076(N)    074 29 29.34007(W) AD(2002.00) 0
 KV5420  ELLIP H (02/10/07)    6.379  (m)                       GP(2002.00)    
 KV5420  ELLIP H (10/23/02)    6.380  (m)                       GP(       ) 4 1
 KV5420  NAD 83(1996)-  40 29 12.55105(N)    074 29 29.34030(W) AD(       ) 1
 KV5420  ELLIP H (05/14/99)    6.385  (m)                       GP(       ) 4 1
 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              39.72   (m)          130.3    (f) LEVELING    3  
 KV5420
 KV5420.Superseded values are not recommended for survey control.
 KV5420
 KV5420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5420.See file dsdata.pdf to determine how the superseded data were derived.
 KV5420
 KV5420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5420_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV5713 ***********************************************************************
 KV5713  DESIGNATION -  FERGUSON 2
 KV5713  PID         -  KV5713
 KV5713  STATE/COUNTY-  NJ/BURLINGTON
 KV5713  COUNTRY     -  US
 KV5713  USGS QUAD   -  BEVERLY (2016)
 KV5713
 KV5713                         *CURRENT SURVEY CONTROL
 KV5713  ______________________________________________________________________
 KV5713* NAD 83(1996) POSITION- 40 04 16.88024(N) 074 53 53.49811(W)   ADJUSTED
 KV5713* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5713  ______________________________________________________________________
 KV5713  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 KV5713  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5713.GEOID18 height accuracy estimate available here.
 KV5713
 KV5713.Click photographs - Photos may exist for this station.
 KV5713
 KV5713.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5713
 KV5713. The following values were computed from the NAD 83(1996) position.
 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       -  BALD 2                                   245 47 22.6
 KV5713:SPC PA S     -  BALD 2                                   243 40 59.0
 KV5713:UTM  18      -  BALD 2                                   245 28 03.9
 KV5713
 KV5713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0868135682(NAD 83)
 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
 KV5713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5713.See file dsdata.pdf to determine how the superseded data were derived.
 KV5713
 KV5713_MARKER: DS = TRIANGULATION STATION DISK
 KV5713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5713_STAMPING: FERGUSON 2 1935
 KV5713_MARK LOGO: CGS
 KV5713_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5713+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV6400 ***********************************************************************
 KV6400  DESIGNATION -  FERRY
 KV6400  PID         -  KV6400
 KV6400  STATE/COUNTY-  NJ/MERCER
 KV6400  COUNTRY     -  US
 KV6400  USGS QUAD   -  TRENTON WEST (2016)
 KV6400
 KV6400                         *CURRENT SURVEY CONTROL
 KV6400  ______________________________________________________________________
 KV6400* NAD 83(1996) POSITION- 40 12 30.56396(N) 074 45 58.70108(W)   NO CHECK
 KV6400* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6400  ______________________________________________________________________
 KV6400  GEOID HEIGHT    -        -33.131 (meters)                     GEOID18
 KV6400  LAPLACE CORR    -          4.22  (seconds)                    DEFLEC18
 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
 KV6400.No horizontal observational check was made to the station.
 KV6400
 KV6400.The orthometric height was scaled from a topographic map.
 KV6400
 KV6400.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6400.GEOID18 height accuracy estimate available here.
 KV6400
 KV6400.Click photographs - Photos may exist for this station.
 KV6400
 KV6400.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6400
 KV6400. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000509  x   0.99990632  =   0.99991141
 KV6400!SPC PA S     -   1.00000509  x   0.99996839  =   0.99997348
 KV6400!UTM  18      -   1.00000509  x   0.99960487  =   0.99960996
 KV6400
 KV6400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1988750924(NAD 83)
 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
 KV6400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6400.See file dsdata.pdf to determine how the superseded data were derived.
 KV6400
 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: USACE
 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       USACE
 KV6400
 KV6400                          STATION DESCRIPTION
 KV6400
 KV6400'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3202 ***********************************************************************
 JU3202  DESIGNATION -  FERRY 1925
 JU3202  PID         -  JU3202
 JU3202  STATE/COUNTY-  NJ/CAMDEN
 JU3202  COUNTRY     -  US
 JU3202  USGS QUAD   -  PHILADELPHIA (2019)
 JU3202
 JU3202                         *CURRENT SURVEY CONTROL
 JU3202  ______________________________________________________________________
 JU3202* NAD 83(1996) POSITION- 39 56 37.93753(N) 075 07 58.79111(W)   ADJUSTED
 JU3202* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3202  ______________________________________________________________________
 JU3202  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 JU3202  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3202.GEOID18 height accuracy estimate available here.
 JU3202
 JU3202.Click photographs - Photos may exist for this station.
 JU3202
 JU3202.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3202
 JU3202. The following values were computed from the NAD 83(1996) position.
 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  =   0.99994107
 JU3202!SPC PA S     -   1.00000506  x   0.99999837  =   1.00000343
 JU3202!UTM  18      -   1.00000506  x   0.99960159  =   0.99960665
 JU3202
 JU3202:                Primary Azimuth Mark                     Grid Az
 JU3202:SPC NJ       -  CAMDEN COKE CO CHIMNEY                   172 19 15.4
 JU3202:SPC PA S     -  CAMDEN COKE CO CHIMNEY                   170 12 59.9
 JU3202:UTM  18      -  CAMDEN COKE CO CHIMNEY                   171 59 59.7
 JU3202
 JU3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8863821536(NAD 83)
 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
 JU3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3202.See file dsdata.pdf to determine how the superseded data were derived.
 JU3202
 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 = JULY 24, 2026 22:12:30 EDT
 KV5042 ***********************************************************************
 KV5042  DESIGNATION -  FIELDS
 KV5042  PID         -  KV5042
 KV5042  STATE/COUNTY-  NJ/MONMOUTH
 KV5042  COUNTRY     -  US
 KV5042  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5042
 KV5042                         *CURRENT SURVEY CONTROL
 KV5042  ______________________________________________________________________
 KV5042* NAD 83(1996) POSITION- 40 16 39.63038(N) 074 05 13.93183(W)   ADJUSTED
 KV5042* NAVD 88 ORTHO HEIGHT -    44.    (meters)      144.    (feet) SCALED
 KV5042  ______________________________________________________________________
 KV5042  GEOID HEIGHT    -        -32.578 (meters)                     GEOID18
 KV5042  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5042.GEOID18 height accuracy estimate available here.
 KV5042
 KV5042.Click photographs - Photos may exist for this station.
 KV5042
 KV5042.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5042
 KV5042. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999828  x   0.99991516  =   0.99991344
 KV5042!UTM  18      -   0.99999828  x   0.99967413  =   0.99967241
 KV5042
 KV5042:                Primary Azimuth Mark                     Grid Az
 KV5042:SPC NJ       -  TOWER HILL 2 1918                        019 19 20.0
 KV5042:UTM  18      -  TOWER HILL 2 1918                        018 59 56.2
 KV5042
 KV5042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7760058976(NAD 83)
 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
 KV5042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5042.See file dsdata.pdf to determine how the superseded data were derived.
 KV5042
 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 = JULY 24, 2026 22:12:30 EDT
 KV1778 ***********************************************************************
 KV1778  DESIGNATION -  FILAX
 KV1778  PID         -  KV1778
 KV1778  STATE/COUNTY-  NJ/HUNTERDON
 KV1778  COUNTRY     -  US
 KV1778  USGS QUAD   -  FRENCHTOWN (2019)
 KV1778
 KV1778                         *CURRENT SURVEY CONTROL
 KV1778  ______________________________________________________________________
 KV1778* NAD 83(2011) POSITION- 40 32 34.26544(N) 075 00 21.19336(W)   ADJUSTED
 KV1778* NAD 83(2011) ELLIP HT-   124.236 (meters)        (06/27/12)   ADJUSTED
 KV1778* NAD 83(2011) EPOCH   -  2010.00
 KV1778* NAVD 88 ORTHO HEIGHT -   158.240 (meters)      519.16  (feet) ADJUSTED
 KV1778  ______________________________________________________________________
 KV1778  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 KV1778  NAD 83(2011) X  -  1,255,783.925 (meters)                     COMP
 KV1778  NAD 83(2011) Y  - -4,688,576.333 (meters)                     COMP
 KV1778  NAD 83(2011) Z  -  4,124,057.829 (meters)                     COMP
 KV1778  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 KV1778  DYNAMIC HEIGHT  -        158.163 (meters)      518.91  (feet) COMP
 KV1778  MODELED GRAVITY -    980,135.3   (mgal)                       NAVD 88
 KV1778
 KV1778  VERT ORDER      -  SECOND    CLASS 0
 KV1778
 KV1778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1778  Standards:
 KV1778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1778  -------------------------------------------------------------------
 KV1778  NETWORK    0.61   0.94           0.25   0.25   0.48     -0.05475909
 KV1778  -------------------------------------------------------------------
 KV1778  Click here for local accuracies and other accuracy information.
 KV1778
 KV1778.The horizontal coordinates were established by GPS observations
 KV1778.and adjusted by the National Geodetic Survey in June 2012.
 KV1778
 KV1778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1778.been affixed to the stable North American tectonic plate. See 
 KV1778.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1778
 KV1778.The horizontal coordinates are valid at the epoch date displayed above
 KV1778.which is a decimal equivalence of Year/Month/Day.
 KV1778
 KV1778.The orthometric height was determined by differential leveling and
 KV1778.adjusted by the NATIONAL GEODETIC SURVEY
 KV1778.in September 1996.
 KV1778
 KV1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1778.GEOID18 height accuracy estimate available here.
 KV1778
 KV1778.Click photographs - Photos may exist for this station.
 KV1778
 KV1778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1778
 KV1778.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1778
 KV1778.The ellipsoidal height was determined by GPS observations
 KV1778.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1778
 KV1778;                    North         East     Units Scale Factor Converg.
 KV1778;SPC NJ       -   189,909.502   107,148.583   MT  0.99992260   -0 19 43.8
 KV1778;SPC NJ       -   623,061.42    351,536.64   sFT  0.99992260   -0 19 43.8
 KV1778;SPC PA S     -   137,910.611   832,417.724   MT  0.99996079   +1 46 49.3
 KV1778;SPC PA S     -   452,461.73  2,731,023.82   sFT  0.99996079   +1 46 49.3
 KV1778;UTM  18      - 4,488,011.277   499,501.486   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:                Primary Azimuth Mark                     Grid Az
 KV1778:SPC NJ       -  FILAX AZ MK                              123 20 58.1
 KV1778:SPC PA S     -  FILAX AZ MK                              121 14 25.0
 KV1778:UTM  18      -  FILAX AZ MK                              123 01 28.1
 KV1778
 KV1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9950188011(NAD 83)
 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 0231218.1 |
 KV1778| KV5820 QUAKERTOWN METH CHURCH SPIRE        APPROX. 6.0 KM 0655433.9 |
 KV1778| CB3317 FILAX AZ MK                                        1230114.3 |
 KV1778| KV1777 FILAX RM 2                           38.846 METERS 13549     |
 KV1778| KV3581 MILFORD RIEGEL PAPER CO STACK       APPROX. 7.1 KM 2861041.4 |
 KV1778| KV3579 RIEGEL RIDGE WATER TANK             APPROX.12.1 KM 3093832.1 |
 KV1778|---------------------------------------------------------------------|
 KV1778
 KV1778                          SUPERSEDED SURVEY CONTROL
 KV1778
 KV1778  NAD 83(2007)-  40 32 34.26582(N)    075 00 21.19425(W) AD(2002.00) 0
 KV1778  ELLIP H (02/10/07)  124.257  (m)                       GP(2002.00)    
 KV1778  ELLIP H (10/23/02)  124.263  (m)                       GP(       ) 4 1
 KV1778  NAD 83(1996)-  40 32 34.26627(N)    075 00 21.19423(W) AD(       ) 1
 KV1778  ELLIP H (05/14/99)  124.274  (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             158.24   (m)          519.2    (f) LEVELING    3  
 KV1778  NAVD 88 (06/15/91)  158.236  (m)          519.15   (f) SUPERSEDED  2 0
 KV1778  NGVD 29             158.49   (m)          520.0    (f) LEVELING    3  
 KV1778  NGVD 29 (11/26/84)  158.488  (m)          519.97   (f) ADJUSTED    2 0
 KV1778
 KV1778.Superseded values are not recommended for survey control.
 KV1778
 KV1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1778.See file dsdata.pdf to determine how the superseded data were derived.
 KV1778
 KV1778_MARKER: DS = TRIANGULATION STATION DISK
 KV1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1778_STAMPING: FILAX 1942
 KV1778_MARK LOGO: CGS
 KV1778_PROJECTION: FLUSH
 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 - August 15, 2023
 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  HISTORY     - 20230815 GOOD             NJGS
 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.
 KV1778
 KV1778                          STATION RECOVERY (2023)
 KV1778
 KV1778'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV1778'THE MONUMENT IS SET UNDER A GROUPING OF TREES AND IS UNUSABLE FOR GPS
 KV1778'OPERATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1779 ***********************************************************************
 KV1779  DESIGNATION -  FILAX RM 1
 KV1779  PID         -  KV1779
 KV1779  STATE/COUNTY-  NJ/HUNTERDON
 KV1779  COUNTRY     -  US
 KV1779  USGS QUAD   -  FRENCHTOWN (2019)
 KV1779
 KV1779                         *CURRENT SURVEY CONTROL
 KV1779  ______________________________________________________________________
 KV1779* NAD 83(1986) POSITION- 40 32 35.27   (N) 075 00 20.67   (W)   HD_HELD1
 KV1779* NAVD 88 ORTHO HEIGHT -   157.659 (meters)      517.25  (feet) ADJUSTED
 KV1779  ______________________________________________________________________
 KV1779  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 KV1779  DYNAMIC HEIGHT  -        157.582 (meters)      517.00  (feet) COMP
 KV1779  MODELED GRAVITY -    980,135.3   (mgal)                       NAVD 88
 KV1779
 KV1779  VERT ORDER      -  SECOND    CLASS 0
 KV1779
 KV1779.The horizontal coordinates were determined by differentially corrected
 KV1779.hand held GPS observations or other comparable positioning techniques
 KV1779.and have an estimated accuracy of +/- 3 meters.
 KV1779
 KV1779.The orthometric height was determined by differential leveling and
 KV1779.adjusted by the NATIONAL GEODETIC SURVEY
 KV1779.in September 1996.
 KV1779
 KV1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1779.GEOID18 height accuracy estimate available here.
 KV1779
 KV1779.Click photographs - Photos may exist for this station.
 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       -   189,940.4     107,161.1     MT  (+/- 3 meters HH1 GPS) 
 KV1779
 KV1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9951388042(NAD 83)
 KV1779
 KV1779                          SUPERSEDED SURVEY CONTROL
 KV1779
 KV1779  NAVD 88 (06/15/91)  157.650  (m)          517.22   (f) SUPERSEDED  2 0
 KV1779  NGVD 29 (11/26/84)  157.901  (m)          518.05   (f) ADJUSTED    2 0
 KV1779
 KV1779.Superseded values are not recommended for survey control.
 KV1779
 KV1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1779.See file dsdata.pdf to determine how the superseded data were derived.
 KV1779
 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 = JULY 24, 2026 22:12:30 EDT
 KV1777 ***********************************************************************
 KV1777  DESIGNATION -  FILAX RM 2
 KV1777  PID         -  KV1777
 KV1777  STATE/COUNTY-  NJ/HUNTERDON
 KV1777  COUNTRY     -  US
 KV1777  USGS QUAD   -  FRENCHTOWN (2019)
 KV1777
 KV1777                         *CURRENT SURVEY CONTROL
 KV1777  ______________________________________________________________________
 KV1777* NAD 83(1986) POSITION- 40 32 33.36   (N) 075 00 20.04   (W)   HD_HELD1
 KV1777* NAVD 88 ORTHO HEIGHT -   158.714 (meters)      520.71  (feet) ADJUSTED
 KV1777  ______________________________________________________________________
 KV1777  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 KV1777  DYNAMIC HEIGHT  -        158.636 (meters)      520.46  (feet) COMP
 KV1777  MODELED GRAVITY -    980,135.3   (mgal)                       NAVD 88
 KV1777
 KV1777  VERT ORDER      -  SECOND    CLASS 0
 KV1777
 KV1777.The horizontal coordinates were determined by differentially corrected
 KV1777.hand held GPS observations or other comparable positioning techniques
 KV1777.and have an estimated accuracy of +/- 3 meters.
 KV1777
 KV1777.The orthometric height was determined by differential leveling and
 KV1777.adjusted by the NATIONAL GEODETIC SURVEY
 KV1777.in June 1991.
 KV1777
 KV1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1777.GEOID18 height accuracy estimate available here.
 KV1777
 KV1777.Click photographs - Photos may exist for this station.
 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       -   189,881.4     107,175.6     MT  (+/- 3 meters HH1 GPS) 
 KV1777
 KV1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9952887983(NAD 83)
 KV1777
 KV1777                          SUPERSEDED SURVEY CONTROL
 KV1777
 KV1777  NGVD 29 (11/26/84)  158.965  (m)          521.54   (f) ADJUSTED    2 0
 KV1777
 KV1777.Superseded values are not recommended for survey control.
 KV1777
 KV1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1777.See file dsdata.pdf to determine how the superseded data were derived.
 KV1777
 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 SUITABLE FOR
 KV1777+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2023
 KV1777
 KV1777  HISTORY     - Date     Condition        Report By
 KV1777  HISTORY     - 1942     MONUMENTED       CGS
 KV1777  HISTORY     - 19950419 GOOD             NJGS
 KV1777  HISTORY     - 19950909 GOOD             USPSQD
 KV1777  HISTORY     - 20230815 GOOD             NJGS
 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.
 KV1777
 KV1777                          STATION RECOVERY (2023)
 KV1777
 KV1777'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV1777'THE MARK IS 38 FT (11.6 M) E/NE FROM KINGWOOD ROAD CENTERLINE AND 32
 KV1777'FT (9.8 M) S/SE FROM OAK SUMMIT ROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3331 ***********************************************************************
 JU3331  DESIGNATION -  FILL
 JU3331  PID         -  JU3331
 JU3331  STATE/COUNTY-  NJ/GLOUCESTER
 JU3331  COUNTRY     -  US
 JU3331  USGS QUAD   -  MARCUS HOOK (2019)
 JU3331
 JU3331                         *CURRENT SURVEY CONTROL
 JU3331  ______________________________________________________________________
 JU3331* NAD 83(1996) POSITION- 39 47 43.64641(N) 075 24 14.71152(W)   ADJUSTED
 JU3331* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU3331  ______________________________________________________________________
 JU3331  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 JU3331  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3331.GEOID18 height accuracy estimate available here.
 JU3331
 JU3331.Click photographs - Photos may exist for this station.
 JU3331
 JU3331.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3331
 JU3331. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000475  x   0.99961473  =   0.99961948
 JU3331
 JU3331:                Primary Azimuth Mark                     Grid Az
 JU3331:SPC NJ       -  MARCUS                                   307 47 27.4
 JU3331:UTM  18      -  MARCUS                                   307 28 15.2
 JU3331
 JU3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6540405133(NAD 83)
 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
 JU3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3331.See file dsdata.pdf to determine how the superseded data were derived.
 JU3331
 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 = JULY 24, 2026 22:12:30 EDT
 KV3939 ***********************************************************************
 KV3939  DESIGNATION -  FILL
 KV3939  PID         -  KV3939
 KV3939  STATE/COUNTY-  NJ/BERGEN
 KV3939  COUNTRY     -  US
 KV3939  USGS QUAD   -  WEEHAWKEN (2016)
 KV3939
 KV3939                         *CURRENT SURVEY CONTROL
 KV3939  ______________________________________________________________________
 KV3939* NAD 83(1996) POSITION- 40 51 35.00731(N) 074 01 55.28807(W)   ADJUSTED
 KV3939* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3939  ______________________________________________________________________
 KV3939  GEOID HEIGHT    -        -31.829 (meters)                     GEOID18
 KV3939  LAPLACE CORR    -          8.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3939.GEOID18 height accuracy estimate available here.
 KV3939
 KV3939.Click photographs - Photos may exist for this station.
 KV3939
 KV3939.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3939
 KV3939. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV3939:SPC NJ       -  RIDGEFIELD PARK BELL TOWER               122 31 31.9
 KV3939:SPC NY L     -  RIDGEFIELD PARK BELL TOWER               122 51 09.5
 KV3939:UTM  18      -  RIDGEFIELD PARK BELL TOWER               122 11 54.2
 KV3939
 KV3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8158123636(NAD 83)
 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
 KV3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3939.See file dsdata.pdf to determine how the superseded data were derived.
 KV3939
 KV3939_MARKER: DS = TRIANGULATION STATION DISK
 KV3939_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3939_MARK LOGO: CGS
 KV3939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4159 ***********************************************************************
 KV4159  DESIGNATION -  FILL
 KV4159  PID         -  KV4159
 KV4159  STATE/COUNTY-  NJ/HUDSON
 KV4159  COUNTRY     -  US
 KV4159  USGS QUAD   -  ORANGE (2016)
 KV4159
 KV4159                         *CURRENT SURVEY CONTROL
 KV4159  ______________________________________________________________________
 KV4159* NAD 83(1996) POSITION- 40 45 55.48385(N) 074 09 26.93611(W)   ADJUSTED
 KV4159* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4159  ______________________________________________________________________
 KV4159  GEOID HEIGHT    -        -32.270 (meters)                     GEOID18
 KV4159  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4159.GEOID18 height accuracy estimate available here.
 KV4159
 KV4159.Click photographs - Photos may exist for this station.
 KV4159
 KV4159.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4159
 KV4159. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000496  x   0.99991029  =   0.99991525
 KV4159!SPC NY L     -   1.00000496  x   0.99999599  =   1.00000095
 KV4159!UTM  18      -   1.00000496  x   0.99966223  =   0.99966719
 KV4159
 KV4159:                Primary Azimuth Mark                     Grid Az
 KV4159:SPC NJ       -  LIN 1913                                 197 24 51.3
 KV4159:SPC NY L     -  LIN 1913                                 197 44 27.3
 KV4159:UTM  18      -  LIN 1913                                 197 05 15.9
 KV4159
 KV4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7110813057(NAD 83)
 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  USSD        -  40 45 55.48700(N)    074 09 28.30400(W) AD(       ) 3
 KV4159
 KV4159.Superseded values are not recommended for survey control.
 KV4159
 KV4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4159.See file dsdata.pdf to determine how the superseded data were derived.
 KV4159
 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 = JULY 24, 2026 22:12:30 EDT
 JU3346 ***********************************************************************
 JU3346  DESIGNATION -  FILTER
 JU3346  PID         -  JU3346
 JU3346  STATE/COUNTY-  NJ/CUMBERLAND
 JU3346  COUNTRY     -  US
 JU3346  USGS QUAD   -  MILLVILLE (2019)
 JU3346
 JU3346                         *CURRENT SURVEY CONTROL
 JU3346  ______________________________________________________________________
 JU3346* NAD 83(1996) POSITION- 39 22 38.24573(N) 075 02 07.71906(W)   ADJUSTED
 JU3346* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 JU3346  ______________________________________________________________________
 JU3346  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 JU3346  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3346.GEOID18 height accuracy estimate available here.
 JU3346
 JU3346.Click photographs - Photos may exist for this station.
 JU3346
 JU3346.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3346
 JU3346. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000475  x   0.99960011  =   0.99960486
 JU3346
 JU3346:                Primary Azimuth Mark                     Grid Az
 JU3346:SPC NJ       -  FILTER AZ MK                             174 18 25.5
 JU3346:UTM  18      -  FILTER AZ MK                             173 59 23.5
 JU3346
 JU3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9694458646(NAD 83)
 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                                       1735802.5 |
 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
 JU3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3346.See file dsdata.pdf to determine how the superseded data were derived.
 JU3346
 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 = JULY 24, 2026 22:12:30 EDT
 JU3766 ***********************************************************************
 JU3766  DESIGNATION -  FINNS POINT REAR RANGE LIGHT
 JU3766  PID         -  JU3766
 JU3766  STATE/COUNTY-  NJ/SALEM
 JU3766  COUNTRY     -  US
 JU3766  USGS QUAD   -  DELAWARE CITY (2016)
 JU3766
 JU3766                         *CURRENT SURVEY CONTROL
 JU3766  ______________________________________________________________________
 JU3766* NAD 83(1996) POSITION- 39 37 01.47725(N) 075 32 02.02501(W)   ADJUSTED
 JU3766  ______________________________________________________________________
 JU3766  GEOID HEIGHT    -        -33.302 (meters)                     GEOID18
 JU3766  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3766.GEOID18 height accuracy estimate available here.
 JU3766
 JU3766.Click photographs - Photos may exist for this station.
 JU3766
 JU3766.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3766
 JU3766. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,385,394.069   454,173.146   MT  0.99962586   -0 20 25.6
 JU3766
 JU3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5417385394(NAD 83)
 JU3766
 JU3766                          SUPERSEDED SURVEY CONTROL
 JU3766
 JU3766  NAD 83(1991)-  39 37 01.47539(N)    075 32 02.02395(W) AD(       ) 3
 JU3766  NAD 83(1986)-  39 37 01.46798(N)    075 32 02.03223(W) AD(       ) 3
 JU3766  NAD 27      -  39 37 01.06300(N)    075 32 03.31000(W) AD(       ) 3
 JU3766  USSD        -  39 37 01.51000(N)    075 32 03.19000(W) AD(       ) 3
 JU3766
 JU3766.Superseded values are not recommended for survey control.
 JU3766
 JU3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3766.See file dsdata.pdf to determine how the superseded data were derived.
 JU3766
 JU3766_MARKER: 15 = RANGE MARKER
 JU3766_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3766+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 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  HISTORY     - 20070523 GOOD             UE
 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.
 JU3766
 JU3766                          STATION RECOVERY (2007)
 JU3766
 JU3766'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3523 ***********************************************************************
 KV3523  DESIGNATION -  FIRE HYDRANT
 KV3523  PID         -  KV3523
 KV3523  STATE/COUNTY-  NJ/ESSEX
 KV3523  COUNTRY     -  US
 KV3523  USGS QUAD   -  ELIZABETH (2016)
 KV3523
 KV3523                         *CURRENT SURVEY CONTROL
 KV3523  ______________________________________________________________________
 KV3523* NAD 83(1986) POSITION- 40 44 49.     (N) 074 10 13.     (W)   SCALED
 KV3523* NAVD 88 ORTHO HEIGHT -    11.53  (meters)       37.8   (feet) RESET
 KV3523  ______________________________________________________________________
 KV3523  GEOID HEIGHT    -        -32.310 (meters)                     GEOID18
 KV3523  VERT ORDER      -  THIRD
 KV3523
 KV3523.The horizontal coordinates were scaled from a map and have
 KV3523.an estimated accuracy of +/- 6 seconds.
 KV3523
 KV3523.The orthometric height was computed from unverified reset data.
 KV3523
 KV3523.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3523.GEOID18 height accuracy estimate available here.
 KV3523
 KV3523.Click photographs - Photos may exist for this station.
 KV3523
 KV3523;                    North         East    Units  Estimated Accuracy
 KV3523;SPC NJ       -   212,500.      177,840.      MT  (+/- 180 meters Scaled)
 KV3523
 KV3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL700109(NAD 83)
 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
 KV3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3523.See file dsdata.pdf to determine how the superseded data were derived.
 KV3523
 KV3523_MARKER: Z = SEE DESCRIPTION
 KV3523_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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 = JULY 24, 2026 22:12:30 EDT
 KV5232 ***********************************************************************
 KV5232  DESIGNATION -  FISH
 KV5232  PID         -  KV5232
 KV5232  STATE/COUNTY-  NJ/OCEAN
 KV5232  COUNTRY     -  US
 KV5232  USGS QUAD   -  POINT PLEASANT (2019)
 KV5232
 KV5232                         *CURRENT SURVEY CONTROL
 KV5232  ______________________________________________________________________
 KV5232* NAD 83(1996) POSITION- 40 00 57.87691(N) 074 03 28.08245(W)   ADJUSTED
 KV5232* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5232  ______________________________________________________________________
 KV5232  GEOID HEIGHT    -        -33.064 (meters)                     GEOID18
 KV5232  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5232.GEOID18 height accuracy estimate available here.
 KV5232
 KV5232.Click photographs - Photos may exist for this station.
 KV5232
 KV5232.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5232
 KV5232. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968452
 KV5232
 KV5232:                Primary Azimuth Mark                     Grid Az
 KV5232:SPC NJ       -  FISH RM 3                                174 24 46.0
 KV5232:UTM  18      -  FISH RM 3                                174 05 28.5
 KV5232
 KV5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8040729966(NAD 83)
 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
 KV5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5232.See file dsdata.pdf to determine how the superseded data were derived.
 KV5232
 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 = JULY 24, 2026 22:12:30 EDT
 KV7133 ***********************************************************************
 KV7133  DESIGNATION -  FISH PSEG
 KV7133  PID         -  KV7133
 KV7133  STATE/COUNTY-  NJ/WARREN
 KV7133  COUNTRY     -  US
 KV7133  USGS QUAD   -  WASHINGTON (2016)
 KV7133
 KV7133                         *CURRENT SURVEY CONTROL
 KV7133  ______________________________________________________________________
 KV7133* NAD 83(2011) POSITION- 40 50 14.65931(N) 074 57 15.05969(W)   ADJUSTED
 KV7133* NAD 83(2011) ELLIP HT-   103.158 (meters)        (06/27/12)   ADJUSTED
 KV7133* NAD 83(2011) EPOCH   -  2010.00
 KV7133* NAVD 88 ORTHO HEIGHT -   136.5   (meters)      448.    (feet) GPS OBS
 KV7133  ______________________________________________________________________
 KV7133  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7133  GEOID HEIGHT    -        -33.650 (meters)                     GEOID93
 KV7133  GEOID HEIGHT    -        -33.357 (meters)                     GEOID18
 KV7133  NAD 83(2011) X  -  1,254,474.208 (meters)                     COMP
 KV7133  NAD 83(2011) Y  - -4,666,830.894 (meters)                     COMP
 KV7133  NAD 83(2011) Z  -  4,148,846.443 (meters)                     COMP
 KV7133  LAPLACE CORR    -          2.53  (seconds)                    DEFLEC18
 KV7133
 KV7133  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7133  Standards:
 KV7133         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7133            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7133  -------------------------------------------------------------------
 KV7133  NETWORK    0.89   1.59           0.43   0.25   0.81      0.10389191
 KV7133  -------------------------------------------------------------------
 KV7133  Click here for local accuracies and other accuracy information.
 KV7133
 KV7133.The horizontal coordinates were established by GPS observations
 KV7133.and adjusted by the National Geodetic Survey in June 2012.
 KV7133
 KV7133.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7133.been affixed to the stable North American tectonic plate. See 
 KV7133.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7133
 KV7133.The horizontal coordinates are valid at the epoch date displayed above
 KV7133.which is a decimal equivalence of Year/Month/Day.
 KV7133
 KV7133.The orthometric height was determined by GPS observations and a
 KV7133.high-resolution geoid model.
 KV7133
 KV7133.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7133.GEOID18 height accuracy estimate available here.
 KV7133
 KV7133.Click photographs - Photos may exist for this station.
 KV7133
 KV7133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7133
 KV7133.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7133
 KV7133.The ellipsoidal height was determined by GPS observations
 KV7133.and is referenced to NAD 83.
 KV7133
 KV7133. The following values were computed from the NAD 83(2011) position.
 KV7133
 KV7133;                    North         East     Units Scale Factor Converg.
 KV7133;SPC NJ       -   222,592.130   111,697.229   MT  0.99991805   -0 17 49.2
 KV7133;SPC NJ       -   730,287.68    366,459.99   sFT  0.99991805   -0 17 49.2
 KV7133;UTM  18      - 4,520,708.780   503,862.713   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  =   0.99958401
 KV7133
 KV7133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0386220708(NAD 83)
 KV7133
 KV7133                          SUPERSEDED SURVEY CONTROL
 KV7133
 KV7133  NAD 83(2007)-  40 50 14.65949(N)    074 57 15.06065(W) AD(2002.00) 0
 KV7133  ELLIP H (02/10/07)  103.171  (m)                       GP(2002.00)    
 KV7133  ELLIP H (10/23/02)  103.170  (m)                       GP(       ) 4 1
 KV7133  NAD 83(1996)-  40 50 14.65953(N)    074 57 15.06102(W) AD(       ) 1
 KV7133  ELLIP H (05/14/99)  103.159  (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
 KV7133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7133.See file dsdata.pdf to determine how the superseded data were derived.
 KV7133
 KV7133_MARKER: DD = SURVEY DISK
 KV7133_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV7133_SP_SET: 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 - November 18, 2019
 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  HISTORY     - 20151012 GOOD             JMT
 KV7133  HISTORY     - 20191118 GOOD             NJGS
 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.
 KV7133
 KV7133                          STATION RECOVERY (2015)
 KV7133
 KV7133'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2015 (AS)
 KV7133'RECOVERED IN GOOD CONDITION.
 KV7133
 KV7133                          STATION RECOVERY (2019)
 KV7133
 KV7133'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 KV7133'THE STATION IS 35.75 FT (10.9 M) SOUTHWEST OF THE EXTENDED CENTERLINE
 KV7133'TO THE ROAD LEADING TO THE FISH HATCHERY, 50.91 FT (15.5 M)
 KV7133'NORTH-NORTHEAST OF POLE #LY946, 74.66 FT (22.8 M) NORTH-NORTHEAST OF
 KV7133'THE 'PEQUEST FISH HATCHERY' SIGN ON 46 EAST BOUND AND 12.41 FT (3.8 M)
 KV7133'EAST-NORTHEAST OF THE 'PEQUEST HATCHERY' SIGN ON THE MEDIAN OF ROUTE
 KV7133'46.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1708 ***********************************************************************
 KV1708  DESIGNATION -  FISHER
 KV1708  PID         -  KV1708
 KV1708  STATE/COUNTY-  NJ/WARREN
 KV1708  COUNTRY     -  US
 KV1708  USGS QUAD   -  EASTON (2019)
 KV1708
 KV1708                         *CURRENT SURVEY CONTROL
 KV1708  ______________________________________________________________________
 KV1708* NAD 83(1986) POSITION- 40 40 01.     (N) 075 10 51.     (W)   SCALED
 KV1708* NAVD 88 ORTHO HEIGHT -    56.207 (meters)      184.41  (feet) ADJUSTED
 KV1708  ______________________________________________________________________
 KV1708  GEOID HEIGHT    -        -34.085 (meters)                     GEOID18
 KV1708  DYNAMIC HEIGHT  -         56.180 (meters)      184.32  (feet) COMP
 KV1708  MODELED GRAVITY -    980,153.7   (mgal)                       NAVD 88
 KV1708
 KV1708  VERT ORDER      -  SECOND    CLASS 0
 KV1708
 KV1708.The horizontal coordinates were scaled from a map and have
 KV1708.an estimated accuracy of +/- 6 seconds.
 KV1708
 KV1708.The orthometric height was determined by differential leveling and
 KV1708.adjusted by the NATIONAL GEODETIC SURVEY
 KV1708.in June 1991.
 KV1708
 KV1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1708.GEOID18 height accuracy estimate available here.
 KV1708
 KV1708.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL847018(NAD 83)
 KV1708
 KV1708                          SUPERSEDED SURVEY CONTROL
 KV1708
 KV1708  NGVD 29 (11/26/84)   56.431  (m)          185.14   (f) ADJUSTED    2 0
 KV1708
 KV1708.Superseded values are not recommended for survey control.
 KV1708
 KV1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1708.See file dsdata.pdf to determine how the superseded data were derived.
 KV1708
 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 = JULY 24, 2026 22:12:30 EDT
 KV5230 ***********************************************************************
 KV5230  DESIGNATION -  FLAG
 KV5230  PID         -  KV5230
 KV5230  STATE/COUNTY-  NJ/OCEAN
 KV5230  COUNTRY     -  US
 KV5230  USGS QUAD   -  POINT PLEASANT (2019)
 KV5230
 KV5230                         *CURRENT SURVEY CONTROL
 KV5230  ______________________________________________________________________
 KV5230* NAD 83(1996) POSITION- 40 01 39.96900(N) 074 03 09.81389(W)   ADJUSTED
 KV5230  ______________________________________________________________________
 KV5230  GEOID HEIGHT    -        -33.059 (meters)                     GEOID18
 KV5230  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5230.GEOID18 height accuracy estimate available here.
 KV5230
 KV5230.Click photographs - Photos may exist for this station.
 KV5230
 KV5230.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5230
 KV5230. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8082631269(NAD 83)
 KV5230
 KV5230                          SUPERSEDED SURVEY CONTROL
 KV5230
 KV5230  NAD 83(1986)-  40 01 39.96182(N)    074 03 09.81131(W) AD(       ) 3
 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
 KV5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5230.See file dsdata.pdf to determine how the superseded data were derived.
 KV5230
 KV5230_MARKER: DS = TRIANGULATION STATION DISK
 KV5230_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 KV5070 ***********************************************************************
 KV5070  DESIGNATION -  FLAGPOLE
 KV5070  PID         -  KV5070
 KV5070  STATE/COUNTY-  NJ/MONMOUTH
 KV5070  COUNTRY     -  US
 KV5070  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5070
 KV5070                         *CURRENT SURVEY CONTROL
 KV5070  ______________________________________________________________________
 KV5070* NAD 83(1996) POSITION- 40 21 16.49155(N) 074 03 56.22355(W)   ADJUSTED
 KV5070* NAVD 88 ORTHO HEIGHT -     1.9   (meters)        6.    (feet) VERTCON3
 KV5070  ______________________________________________________________________
 KV5070  GEOID HEIGHT    -        -32.504 (meters)                     GEOID18
 KV5070  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5070.GEOID18 height accuracy estimate available here.
 KV5070
 KV5070.Click photographs - Photos may exist for this station.
 KV5070
 KV5070.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5070
 KV5070. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992154
 KV5070!UTM  18      -   1.00000479  x   0.99967750  =   0.99968229
 KV5070
 KV5070:                Primary Azimuth Mark                     Grid Az
 KV5070:SPC NJ       -  RED BANK                                 276 48 15.5
 KV5070:UTM  18      -  RED BANK                                 276 28 49.9
 KV5070
 KV5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7934567532(NAD 83)
 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
 KV5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5070.See file dsdata.pdf to determine how the superseded data were derived.
 KV5070
 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 = JULY 24, 2026 22:12:30 EDT
 KU2788 ***********************************************************************
 KU2788  DESIGNATION -  FLAGPOLE PP
 KU2788  PID         -  KU2788
 KU2788  STATE/COUNTY-  NJ/MONMOUTH
 KU2788  COUNTRY     -  US
 KU2788  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2788
 KU2788                         *CURRENT SURVEY CONTROL
 KU2788  ______________________________________________________________________
 KU2788* NAD 83(1996) POSITION- 40 19 40.82400(N) 073 59 40.73512(W)   NO CHECK
 KU2788* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) VERTCON3
 KU2788  ______________________________________________________________________
 KU2788  GEOID HEIGHT    -        -32.680 (meters)                     GEOID18
 KU2788  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 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
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2788.GEOID18 height accuracy estimate available here.
 KU2788
 KU2788.Click photographs - Photos may exist for this station.
 KU2788
 KU2788.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2788
 KU2788. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8540564648(NAD 83)
 KU2788
 KU2788                          SUPERSEDED SURVEY CONTROL
 KU2788
 KU2788  NAD 83(1986)-  40 19 40.82259(N)    073 59 40.72868(W) AD(       ) 3
 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
 KU2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2788.See file dsdata.pdf to determine how the superseded data were derived.
 KU2788
 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 = JULY 24, 2026 22:12:30 EDT
 JU2691 ***********************************************************************
 JU2691  DESIGNATION -  FLAT
 JU2691  PID         -  JU2691
 JU2691  STATE/COUNTY-  NJ/OCEAN
 JU2691  COUNTRY     -  US
 JU2691  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2691
 JU2691                         *CURRENT SURVEY CONTROL
 JU2691  ______________________________________________________________________
 JU2691* NAD 83(1996) POSITION- 39 42 07.28786(N) 074 10 39.60347(W)   ADJUSTED
 JU2691* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2691  ______________________________________________________________________
 JU2691  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 JU2691  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2691.GEOID18 height accuracy estimate available here.
 JU2691
 JU2691.Click photographs - Photos may exist for this station.
 JU2691
 JU2691.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2691
 JU2691. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000530  x   0.99990940  =   0.99991470
 JU2691!UTM  18      -   1.00000530  x   0.99966119  =   0.99966649
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7049895008(NAD 83)
 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
 JU2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2691.See file dsdata.pdf to determine how the superseded data were derived.
 JU2691
 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 = JULY 24, 2026 22:12:30 EDT
 JU2917 ***********************************************************************
 JU2917  DESIGNATION -  FLAT
 JU2917  PID         -  JU2917
 JU2917  STATE/COUNTY-  NJ/CAPE MAY
 JU2917  COUNTRY     -  US
 JU2917  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2917
 JU2917                         *CURRENT SURVEY CONTROL
 JU2917  ______________________________________________________________________
 JU2917* NAD 83(1996) POSITION- 39 11 21.07522(N) 074 41 47.67000(W)   ADJUSTED
 JU2917* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2917  ______________________________________________________________________
 JU2917  GEOID HEIGHT    -        -34.877 (meters)                     GEOID18
 JU2917  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2917.GEOID18 height accuracy estimate available here.
 JU2917
 JU2917.Click photographs - Photos may exist for this station.
 JU2917
 JU2917.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2917
 JU2917. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2917:SPC NJ       -  SEAVILLE                                 356 22 18.5
 JU2917:UTM  18      -  SEAVILLE                                 356 03 21.1
 JU2917
 JU2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2620437815(NAD 83)
 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
 JU2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2917.See file dsdata.pdf to determine how the superseded data were derived.
 JU2917
 JU2917_MARKER: DS = TRIANGULATION STATION DISK
 JU2917_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2917_STAMPING: FLAT 1936
 JU2917_MARK LOGO: CGS
 JU2917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV6067 ***********************************************************************
 KV6067  DESIGNATION -  FLOOD CREST
 KV6067  PID         -  KV6067
 KV6067  STATE/COUNTY-  NJ/HUNTERDON
 KV6067  COUNTRY     -  US
 KV6067  USGS QUAD   -  LUMBERVILLE (2019)
 KV6067
 KV6067                         *CURRENT SURVEY CONTROL
 KV6067  ______________________________________________________________________
 KV6067* NAD 83(1986) POSITION- 40 25 27.9    (N) 075 03 36.7    (W)   HD_HELD2
 KV6067* NAVD 88 ORTHO HEIGHT -    31.896 (meters)      104.65  (feet) ADJUSTED
 KV6067  ______________________________________________________________________
 KV6067  GEOID HEIGHT    -        -34.132 (meters)                     GEOID18
 KV6067  DYNAMIC HEIGHT  -         31.881 (meters)      104.60  (feet) COMP
 KV6067  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 KV6067
 KV6067  VERT ORDER      -  FIRST     CLASS I
 KV6067
 KV6067.The horizontal coordinates were established by autonomous hand held GPS
 KV6067.observations and have an estimated accuracy of +/- 10 meters.
 KV6067
 KV6067.The orthometric height was determined by differential leveling and
 KV6067.adjusted by the NATIONAL GEODETIC SURVEY
 KV6067.in June 1991.
 KV6067
 KV6067.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6067.GEOID18 height accuracy estimate available here.
 KV6067
 KV6067.Click photographs - Photos may exist for this station.
 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       -   176,787.      102,465.      MT  (+/- 10 meters HH2 GPS)
 KV6067
 KV6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9489374866(NAD 83)
 KV6067
 KV6067                          SUPERSEDED SURVEY CONTROL
 KV6067
 KV6067  NGVD 29 (01/10/92)   32.170  (m)          105.54   (f) ADJUSTED    1 1
 KV6067
 KV6067.Superseded values are not recommended for survey control.
 KV6067
 KV6067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6067.See file dsdata.pdf to determine how the superseded data were derived.
 KV6067
 KV6067_MARKER: DD = SURVEY DISK
 KV6067_SETTING: 66 = SET IN ROCK OUTCROP
 KV6067_STAMPING: 1955 FLOOD CREST
 KV6067_MARK LOGO: NJDCED
 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 - June 18, 2010
 KV6067
 KV6067  HISTORY     - Date     Condition        Report By
 KV6067  HISTORY     - 1956     MONUMENTED       NJGS
 KV6067  HISTORY     - 19881010 GOOD             NJGS
 KV6067  HISTORY     - 19970126 GOOD             USPSQD
 KV6067  HISTORY     - 20100618 GOOD             GEOCAC
 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.
 KV6067
 KV6067                          STATION RECOVERY (2010)
 KV6067
 KV6067'RECOVERY NOTE BY GEOCACHING 2010 (RAS)
 KV6067'RECOVERED IN GOOD CONDITION AS PER THE NJGS 1988 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2068 ***********************************************************************
 DO2068  DESIGNATION -  FLOOD CREST
 DO2068  PID         -  DO2068
 DO2068  STATE/COUNTY-  NJ/WARREN
 DO2068  COUNTRY     -  US
 DO2068  USGS QUAD   -  BELVIDERE (2019)
 DO2068
 DO2068                         *CURRENT SURVEY CONTROL
 DO2068  ______________________________________________________________________
 DO2068* NAD 83(1986) POSITION- 40 49 45.35   (N) 075 05 00.58   (W)   HD_HELD1
 DO2068* NAVD 88 ORTHO HEIGHT -    78.285 (meters)      256.84  (feet) ADJUSTED
 DO2068  ______________________________________________________________________
 DO2068  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 DO2068  DYNAMIC HEIGHT  -         78.250 (meters)      256.73  (feet) COMP
 DO2068  MODELED GRAVITY -    980,175.3   (mgal)                       NAVD 88
 DO2068
 DO2068  VERT ORDER      -  SECOND    CLASS I
 DO2068
 DO2068.The horizontal coordinates were determined by differentially corrected
 DO2068.hand held GPS observations or other comparable positioning techniques
 DO2068.and have an estimated accuracy of +/- 3 meters.
 DO2068
 DO2068.The orthometric height was determined by differential leveling and
 DO2068.adjusted by the NATIONAL GEODETIC SURVEY
 DO2068.in April 2013.
 DO2068
 DO2068.No vertical observational check was made to the station.
 DO2068
 DO2068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2068.GEOID18 height accuracy estimate available here.
 DO2068
 DO2068.Click photographs - Photos may exist for this station.
 DO2068
 DO2068.The dynamic height is computed by dividing the NAVD 88
 DO2068.geopotential number by the normal gravity value computed on the
 DO2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2068.degrees latitude (g = 980.6199 gals.).
 DO2068
 DO2068.The modeled gravity was interpolated from observed gravity values.
 DO2068
 DO2068;                    North         East    Units  Estimated Accuracy
 DO2068;SPC NJ       -   221,752.7     100,785.9     MT  (+/- 3 meters HH1 GPS) 
 DO2068
 DO2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9295919807(NAD 83)
 DO2068
 DO2068                          SUPERSEDED SURVEY CONTROL
 DO2068
 DO2068.No superseded survey control is available for this station.
 DO2068
 DO2068_MARKER: DD = SURVEY DISK
 DO2068_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO2068_SP_SET: RETAINING WALL
 DO2068_STAMPING: 1955 FLOOD CREST
 DO2068_MARK LOGO: NJDCED
 DO2068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2068+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2011
 DO2068
 DO2068  HISTORY     - Date     Condition        Report By
 DO2068  HISTORY     - 1955     MONUMENTED       NJDCED
 DO2068  HISTORY     - 20110818 GOOD             NJGS
 DO2068
 DO2068                          STATION DESCRIPTION
 DO2068
 DO2068'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2068'THE STATION IS LOCATED IN BELVIDERE, SET VERTICALLY IN THE NORTH FACE
 DO2068'OF THE NORTHEAST RETAINING WING WALL ON THE NORTH SIDE OF WATER STREET
 DO2068'OF THE BRIDGE APPROACH TO THE BRIDGE CROSSING THE DELAWARE RIVER INTO
 DO2068'RIVERTON, PENNSYLVANIA.
 DO2068'
 DO2068'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND
 DO2068'MARKET/GREENWICH STREET (COUNTY ROAD 620) IN BELVIDERE, GO 0.25 MI
 DO2068'(0.4 KM) WEST ON WATER STREET TO THE STATION ON THE RIGHT, JUST BEFORE
 DO2068'THE BRIDGE.
 DO2068'
 DO2068'THE STATION IS 32.8 FT (10.0 M) NORTH OF THE CENTERLINE OF WATER
 DO2068'STREET, 15.5 FT (4.7 M) NORTHWEST OF POLE NUMBER NJ76BD, 5 FT (1.5 M)
 DO2068'WEST OF THE EAST END OF THE WING WALL, 4 FT (1.2 M) DOWN FROM THE TOP
 DO2068'OF THE WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5627 ***********************************************************************
 KV5627  DESIGNATION -  FLORENCE
 KV5627  PID         -  KV5627
 KV5627  STATE/COUNTY-  NJ/BURLINGTON
 KV5627  COUNTRY     -  US
 KV5627  USGS QUAD   -  BRISTOL (2019)
 KV5627
 KV5627                         *CURRENT SURVEY CONTROL
 KV5627  ______________________________________________________________________
 KV5627* NAD 83(1996) POSITION- 40 07 21.01151(N) 074 48 14.42864(W)   ADJUSTED
 KV5627* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5627  ______________________________________________________________________
 KV5627  GEOID HEIGHT    -        -32.904 (meters)                     GEOID18
 KV5627  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5627.GEOID18 height accuracy estimate available here.
 KV5627
 KV5627.Click photographs - Photos may exist for this station.
 KV5627
 KV5627.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5627
 KV5627. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960817
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1669941372(NAD 83)
 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
 KV5627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5627.See file dsdata.pdf to determine how the superseded data were derived.
 KV5627
 KV5627_MARKER: DS = TRIANGULATION STATION DISK
 KV5627_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5627_MARK LOGO: CGS
 KV5627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 DK6457 ***********************************************************************
 DK6457  DESIGNATION -  FLORENCE
 DK6457  PID         -  DK6457
 DK6457  STATE/COUNTY-  NJ/BURLINGTON
 DK6457  COUNTRY     -  US
 DK6457  USGS QUAD   -  BRISTOL (2019)
 DK6457
 DK6457                         *CURRENT SURVEY CONTROL
 DK6457  ______________________________________________________________________
 DK6457* NAD 83(1986) POSITION- 40 06 41.     (N) 074 46 41.     (W)   SCALED
 DK6457* NAVD 88 ORTHO HEIGHT -    14.904 (meters)       48.90  (feet) ADJUSTED
 DK6457  ______________________________________________________________________
 DK6457  GEOID HEIGHT    -        -32.823 (meters)                     GEOID18
 DK6457  DYNAMIC HEIGHT  -         14.898 (meters)       48.88  (feet) COMP
 DK6457  MODELED GRAVITY -    980,195.5   (mgal)                       NAVD 88
 DK6457
 DK6457  VERT ORDER      -  FIRST     CLASS II
 DK6457
 DK6457.The horizontal coordinates were scaled from a map and have
 DK6457.an estimated accuracy of +/- 6 seconds.
 DK6457
 DK6457.The orthometric height was determined by differential leveling and
 DK6457.adjusted by the NATIONAL GEODETIC SURVEY
 DK6457.in February 2010.
 DK6457
 DK6457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6457.GEOID18 height accuracy estimate available here.
 DK6457
 DK6457.Click photographs - Photos may exist for this station.
 DK6457
 DK6457.The dynamic height is computed by dividing the NAVD 88
 DK6457.geopotential number by the normal gravity value computed on the
 DK6457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6457.degrees latitude (g = 980.6199 gals.).
 DK6457
 DK6457.The modeled gravity was interpolated from observed gravity values.
 DK6457
 DK6457;                    North         East    Units  Estimated Accuracy
 DK6457;SPC NJ       -   141,920.      126,300.      MT  (+/- 180 meters Scaled)
 DK6457
 DK6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK189401(NAD 83)
 DK6457
 DK6457                          SUPERSEDED SURVEY CONTROL
 DK6457
 DK6457.No superseded survey control is available for this station.
 DK6457
 DK6457_MARKER: DD = SURVEY DISK
 DK6457_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6457_SP_SET: CURB
 DK6457_STAMPING: FLORENCE 2006
 DK6457_MARK LOGO: NJGS
 DK6457_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6457+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DK6457
 DK6457  HISTORY     - Date     Condition        Report By
 DK6457  HISTORY     - 20060828 MONUMENTED       NJGS
 DK6457
 DK6457                          STATION DESCRIPTION
 DK6457
 DK6457'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6457'THE STATION IS LOCATED IN FLORENCE TOWNSHIP, IN THE TOWN OF ROEBLING.
 DK6457'
 DK6457'TO REACH THE STATION FROM THE JUNCTION OF DELAWARE AVENUE AND HAMILTON
 DK6457'STREET GO ABOUT 0.4 MI (0.64 KM) NORTHEAST ON HAMILTON STREET TO THE
 DK6457'STATION ON THE LEFT, SET IN A DRILL HOLE IN THE CURB RETURN AT THE
 DK6457'EAST SIDE OF AN INLET ON THE NORTHEAST CORNER OF CHERRY AND HAMILTON
 DK6457'STREETS.
 DK6457'
 DK6457'THE STATION IS 10.3 M (33.8 FT) EAST OF THE CENTERLINE OF CHERRY
 DK6457'STREET, 4.8 M (15.7 FT) NORTH OF THE CENTERLINE OF HAMILTON STREET,
 DK6457'3.0 M (9.8 FT) EAST OF POLE NUMBER 61642FLO, 10.2 MN OF POLE NUMBER
 DK6457'61833FLO, 20.3 M (66.6 FT) WEST OF A POLE WITH NO NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6401 ***********************************************************************
 KV6401  DESIGNATION -  FLORENCE 2
 KV6401  PID         -  KV6401
 KV6401  STATE/COUNTY-  NJ/BURLINGTON
 KV6401  COUNTRY     -  US
 KV6401  USGS QUAD   -  BRISTOL (2019)
 KV6401
 KV6401                         *CURRENT SURVEY CONTROL
 KV6401  ______________________________________________________________________
 KV6401* NAD 83(1996) POSITION- 40 07 21.33289(N) 074 48 14.90384(W)   NO CHECK
 KV6401* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6401  ______________________________________________________________________
 KV6401  GEOID HEIGHT    -        -32.904 (meters)                     GEOID18
 KV6401  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 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
 KV6401.No horizontal observational check was made to the station.
 KV6401
 KV6401.The orthometric height was scaled from a topographic map.
 KV6401
 KV6401.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6401.GEOID18 height accuracy estimate available here.
 KV6401
 KV6401.Click photographs - Photos may exist for this station.
 KV6401
 KV6401.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6401
 KV6401. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1668841382(NAD 83)
 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
 KV6401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6401.See file dsdata.pdf to determine how the superseded data were derived.
 KV6401
 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: USACE
 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       USACE
 KV6401  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 KV6401
 KV6401                          STATION DESCRIPTION
 KV6401
 KV6401'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5679 ***********************************************************************
 KV5679  DESIGNATION -  FLORENCE CL UPPER USE 1935
 KV5679  PID         -  KV5679
 KV5679  STATE/COUNTY-  NJ/BURLINGTON
 KV5679  COUNTRY     -  US
 KV5679  USGS QUAD   -  BRISTOL (2019)
 KV5679
 KV5679                         *CURRENT SURVEY CONTROL
 KV5679  ______________________________________________________________________
 KV5679* NAD 83(1996) POSITION- 40 07 05.57926(N) 074 47 02.42577(W)   ADJUSTED
 KV5679* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5679  ______________________________________________________________________
 KV5679  GEOID HEIGHT    -        -32.854 (meters)                     GEOID18
 KV5679  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5679.GEOID18 height accuracy estimate available here.
 KV5679
 KV5679.Click photographs - Photos may exist for this station.
 KV5679
 KV5679.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5679
 KV5679. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960906
 KV5679
 KV5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1840540900(NAD 83)
 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
 KV5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5679.See file dsdata.pdf to determine how the superseded data were derived.
 KV5679
 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       USACE
 KV5679  HISTORY     - 1947     GOOD             CGS
 KV5679  HISTORY     - 19940714 GOOD             USPSQD
 KV5679
 KV5679                          STATION DESCRIPTION
 KV5679
 KV5679'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5626 ***********************************************************************
 KV5626  DESIGNATION -  FLORENCE ST CLARES CATH CHURCH
 KV5626  PID         -  KV5626
 KV5626  STATE/COUNTY-  NJ/BURLINGTON
 KV5626  COUNTRY     -  US
 KV5626  USGS QUAD   -  BRISTOL (2019)
 KV5626
 KV5626                         *CURRENT SURVEY CONTROL
 KV5626  ______________________________________________________________________
 KV5626* NAD 83(1996) POSITION- 40 07 14.93185(N) 074 48 03.28190(W)   ADJUSTED
 KV5626  ______________________________________________________________________
 KV5626  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 KV5626  LAPLACE CORR    -          3.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5626.GEOID18 height accuracy estimate available here.
 KV5626
 KV5626.Click photographs - Photos may exist for this station.
 KV5626
 KV5626.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5626
 KV5626. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1696441185(NAD 83)
 KV5626
 KV5626                          SUPERSEDED SURVEY CONTROL
 KV5626
 KV5626  NAD 83(1986)-  40 07 14.93034(N)    074 48 03.28305(W) AD(       ) 3
 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
 KV5626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5626.See file dsdata.pdf to determine how the superseded data were derived.
 KV5626
 KV5626_MARKER: 90 = CHURCH SPIRE
 KV5626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5626+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2008
 KV5626
 KV5626  HISTORY     - Date     Condition        Report By
 KV5626  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5626  HISTORY     - 1976     GOOD             NGS
 KV5626  HISTORY     - 19940617 GOOD             USPSQD
 KV5626  HISTORY     - 20080718 GOOD             UE
 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.
 KV5626
 KV5626                          STATION RECOVERY (2008)
 KV5626
 KV5626'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV5626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0224 ***********************************************************************
 JU0224  DESIGNATION -  FLY
 JU0224  PID         -  JU0224
 JU0224  STATE/COUNTY-  NJ/OCEAN
 JU0224  COUNTRY     -  US
 JU0224  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0224
 JU0224                         *CURRENT SURVEY CONTROL
 JU0224  ______________________________________________________________________
 JU0224* NAD 83(2011) POSITION- 39 50 00.56807(N) 074 05 26.21165(W)   ADJUSTED
 JU0224* NAD 83(2011) ELLIP HT-   -31.811 (meters)        (06/27/12)   ADJUSTED
 JU0224* NAD 83(2011) EPOCH   -  2010.00
 JU0224* NAVD 88 ORTHO HEIGHT -     1.399 (meters)        4.59  (feet) ADJUSTED
 JU0224  ______________________________________________________________________
 JU0224  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 JU0224  NAD 83(2011) X  -  1,344,418.367 (meters)                     COMP
 JU0224  NAD 83(2011) Y  - -4,716,684.734 (meters)                     COMP
 JU0224  NAD 83(2011) Z  -  4,063,785.329 (meters)                     COMP
 JU0224  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 JU0224  DYNAMIC HEIGHT  -          1.398 (meters)        4.59  (feet) COMP
 JU0224  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 JU0224
 JU0224  VERT ORDER      -  FIRST     CLASS II
 JU0224
 JU0224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0224  Standards:
 JU0224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0224  -------------------------------------------------------------------
 JU0224  NETWORK    0.69   1.06           0.30   0.26   0.54      0.10468854
 JU0224  -------------------------------------------------------------------
 JU0224  Click here for local accuracies and other accuracy information.
 JU0224
 JU0224.The horizontal coordinates were established by GPS observations
 JU0224.and adjusted by the National Geodetic Survey in June 2012.
 JU0224
 JU0224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0224.been affixed to the stable North American tectonic plate. See 
 JU0224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0224
 JU0224.The horizontal coordinates are valid at the epoch date displayed above
 JU0224.which is a decimal equivalence of Year/Month/Day.
 JU0224
 JU0224.The orthometric height was determined by differential leveling and
 JU0224.adjusted by the NATIONAL GEODETIC SURVEY
 JU0224.in September 2015.
 JU0224
 JU0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0224.GEOID18 height accuracy estimate available here.
 JU0224
 JU0224.Click photographs - Photos may exist for this station.
 JU0224
 JU0224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0224
 JU0224.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0224
 JU0224.The ellipsoidal height was determined by GPS observations
 JU0224.and is referenced to NAD 83.
 JU0224
 JU0224.The dynamic height is computed by dividing the NAVD 88
 JU0224.geopotential number by the normal gravity value computed on the
 JU0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0224.degrees latitude (g = 980.6199 gals.).
 JU0224
 JU0224.The modeled gravity was interpolated from observed gravity values.
 JU0224
 JU0224. The following values were computed from the NAD 83(2011) position.
 JU0224
 JU0224;                    North         East     Units Scale Factor Converg.
 JU0224;SPC NJ       -   111,108.460   185,040.334   MT  0.99991511   +0 15 44.1
 JU0224;SPC NJ       -   364,528.34    607,086.50   sFT  0.99991511   +0 15 44.1
 JU0224;UTM  18      - 4,409,672.205   577,813.695   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  =   0.99967953
 JU0224
 JU0224:                Primary Azimuth Mark                     Grid Az
 JU0224:SPC NJ       -  FLY RM 1 AZ MK                           009 00 38.6
 JU0224:UTM  18      -  FLY RM 1 AZ MK                           008 41 25.5
 JU0224
 JU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7781309672(NAD 83)
 JU0224
 JU0224|---------------------------------------------------------------------|
 JU0224| PID    Reference Object                     Distance      Geod. Az  |
 JU0224|                                                           dddmmss.s |
 JU0224| JU2614 SEASIDE PARK SHORE WATER TANK       APPROX. 8.1 KM 0050206.4 |
 JU0224| JU2621 CEDAR CREEK CG FLAGTOWER            APPROX. 2.1 KM 0072102.2 |
 JU0224| JU2620 CEDAR CREEK CG STATION              APPROX. 2.1 KM 0080217.2 |
 JU0224| JU0225 FLY RM 1 AZ MK                                     0091622.7 |
 JU0224| CB1513 FLY RM 2                             26.298 METERS 04942     |
 JU0224| JU0226 FLY RM 2                             26.417 METERS 05012     |
 JU0224| CB1516 FLY RM 4                             23.811 METERS 06034     |
 JU0224| JU2626 FORKED RIVER CG FLAGTOWER           APPROX. 3.4 KM 1841204.6 |
 JU0224| JU2643 BARNEGAT WATER TANK                 APPROX.14.2 KM 2322836.4 |
 JU0224| JU2650 TANK WINDMILL                       APPROX. 7.9 KM 2604540.1 |
 JU0224| JU2656 LARGE BUILDING CUPOLA               APPROX.11.2 KM 3065047.8 |
 JU0224| CB1515 FLY RM 3                             26.515 METERS 31833     |
 JU0224|---------------------------------------------------------------------|
 JU0224
 JU0224                          SUPERSEDED SURVEY CONTROL
 JU0224
 JU0224  NAD 83(2007)-  39 50 00.56862(N)    074 05 26.21235(W) AD(2002.00) 0
 JU0224  ELLIP H (02/10/07)  -31.804  (m)                       GP(2002.00)    
 JU0224  ELLIP H (10/23/02)  -31.781  (m)                       GP(       ) 4 1
 JU0224  NAD 83(1996)-  39 50 00.56824(N)    074 05 26.21204(W) AD(       ) 1
 JU0224  ELLIP H (05/14/99)  -31.797  (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)  -31.763  (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  NAVD 88 (03/31/93)    1.4    (m)  UNKNOWN  model used  GPS OBS        
 JU0224  NGVD 29               1.83   (m)            6.0    (f) LEVELING    3  
 JU0224  NGVD 29 (11/26/84)    1.829  (m)            6.00   (f) ADJUSTED    1 2
 JU0224
 JU0224.Superseded values are not recommended for survey control.
 JU0224
 JU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0224.See file dsdata.pdf to determine how the superseded data were derived.
 JU0224
 JU0224_MARKER: DS = TRIANGULATION STATION DISK
 JU0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0224_STAMPING: FLY 1932
 JU0224_MARK LOGO: CGS
 JU0224_PROJECTION: RECESSED 30 CENTIMETERS
 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 - July 18, 2012
 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  HISTORY     - 20120718 GOOD             NJGS
 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.
 JU0224
 JU0224                          STATION RECOVERY (2012)
 JU0224
 JU0224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU0224'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF SEASIDE PARK,
 JU0224'5.3 MI (8.5 KM) EAST OF FORKED RIVER AND 5.3 MI (8.5 KM) NORTH OF
 JU0224'BARNEGAT LIGHT.
 JU0224'
 JU0224'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 JU0224'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 JU0224'
 JU0224'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 JU0224'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 JU0224'ROAD FOR 4.90 MI (7.9 KM) TO A WOOD PLANK WALKWAY LEADING WEST TO THE
 JU0224'BAY ON THE RIGHT AND THE STATION SET ABOUT 12 INCHES (30 CM) BELOW THE
 JU0224'GROUND ON THE RIGHT BEYOND THE WALKWAY, SOUTHWEST AND ACROSS THE ROAD
 JU0224'FROM PARKING LOT 7.
 JU0224'
 JU0224'THE STATION IS 52.5 FT (16.0 M) SOUTH FROM THE CENTERLINE OF THE WOOD
 JU0224'PLANK WALKWAY, 17.0 FT (5.2 M) WEST FROM THE WEST EDGE OF PAVING OF
 JU0224'SHORE ROAD, 40.0 FT (12.2 M) WEST FROM THE CENTERLINE OF SHORE ROAD,
 JU0224'81.5 FT (24.8 M) SOUTH FROM A SIGN FOR A PEDESTRIAN CROSSING, 126.0 FT
 JU0224'(38.4 M) NORTH FROM THE EAST LEG OF A WOOD SIGN, A7 BEACH BUGGY
 JU0224'ACCESS, OPPOSITE AN ACCESS ROAD LEADING EAST TO THE BEACH, 69.0 FT
 JU0224'(21.0 M) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF ELECTRIC UTILITY
 JU0224'PAD NUMBER P61467B AND 3.6 FT (1.1 M) WEST FROM A U.S. ARMY CORPS OF
 JU0224'ENGINEERS ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2804 ***********************************************************************
 JU2804  DESIGNATION -  FLY
 JU2804  PID         -  JU2804
 JU2804  STATE/COUNTY-  NJ/ATLANTIC
 JU2804  COUNTRY     -  US
 JU2804  USGS QUAD   -  OCEANVILLE (2019)
 JU2804
 JU2804                         *CURRENT SURVEY CONTROL
 JU2804  ______________________________________________________________________
 JU2804* NAD 83(1996) POSITION- 39 27 02.86419(N) 074 27 27.38076(W)   ADJUSTED
 JU2804* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2804  ______________________________________________________________________
 JU2804  GEOID HEIGHT    -        -33.974 (meters)                     GEOID18
 JU2804  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2804.GEOID18 height accuracy estimate available here.
 JU2804
 JU2804.Click photographs - Photos may exist for this station.
 JU2804
 JU2804.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2804
 JU2804. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000508  x   0.99990016  =   0.99990524
 JU2804!UTM  18      -   1.00000508  x   0.99962681  =   0.99963189
 JU2804
 JU2804:                Primary Azimuth Mark                     Grid Az
 JU2804:SPC NJ       -  ABSECON LIGHT                            158 11 57.1
 JU2804:UTM  18      -  ABSECON LIGHT                            157 52 53.4
 JU2804
 JU2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4666766944(NAD 83)
 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
 JU2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2804.See file dsdata.pdf to determine how the superseded data were derived.
 JU2804
 JU2804_MARKER: DS = TRIANGULATION STATION DISK
 JU2804_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2804_STAMPING: FLY 1931
 JU2804_MARK LOGO: CGS
 JU2804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU0225 ***********************************************************************
 JU0225  DESIGNATION -  FLY RM 1 AZ MK
 JU0225  PID         -  JU0225
 JU0225  STATE/COUNTY-  NJ/OCEAN
 JU0225  COUNTRY     -  US
 JU0225  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0225
 JU0225                         *CURRENT SURVEY CONTROL
 JU0225  ______________________________________________________________________
 JU0225* NAD 83(1986) POSITION- 39 50 10.86   (N) 074 05 24.03   (W)   HD_HELD1
 JU0225* NAVD 88 ORTHO HEIGHT -     1.279 (meters)        4.20  (feet) ADJUSTED
 JU0225  ______________________________________________________________________
 JU0225  GEOID HEIGHT    -        -33.187 (meters)                     GEOID18
 JU0225  DYNAMIC HEIGHT  -          1.278 (meters)        4.19  (feet) COMP
 JU0225  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 JU0225
 JU0225  VERT ORDER      -  FIRST     CLASS II
 JU0225
 JU0225.The horizontal coordinates were determined by differentially corrected
 JU0225.hand held GPS observations or other comparable positioning techniques
 JU0225.and have an estimated accuracy of +/- 3 meters.
 JU0225
 JU0225.The orthometric height was determined by differential leveling and
 JU0225.adjusted by the NATIONAL GEODETIC SURVEY
 JU0225.in September 2015.
 JU0225
 JU0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0225.GEOID18 height accuracy estimate available here.
 JU0225
 JU0225.Click photographs - Photos may exist for this station.
 JU0225
 JU0225.The dynamic height is computed by dividing the NAVD 88
 JU0225.geopotential number by the normal gravity value computed on the
 JU0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0225.degrees latitude (g = 980.6199 gals.).
 JU0225
 JU0225.The modeled gravity was interpolated from observed gravity values.
 JU0225
 JU0225;                    North         East    Units  Estimated Accuracy
 JU0225;SPC NJ       -   111,426.1     185,090.8     MT  (+/- 3 meters HH1 GPS) 
 JU0225
 JU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7786209990(NAD 83)
 JU0225
 JU0225                          SUPERSEDED SURVEY CONTROL
 JU0225
 JU0225  NGVD 29 (11/26/84)    1.710  (m)            5.61   (f) ADJUSTED    1 2
 JU0225
 JU0225.Superseded values are not recommended for survey control.
 JU0225
 JU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0225.See file dsdata.pdf to determine how the superseded data were derived.
 JU0225
 JU0225_MARKER: DR = REFERENCE MARK DISK
 JU0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0225_STAMPING: FLY NO 1 1932
 JU0225_MARK LOGO: CGS
 JU0225_PROJECTION: FLUSH
 JU0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0225+STABILITY: SURFACE MOTION
 JU0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0225+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 JU0225
 JU0225  HISTORY     - Date     Condition        Report By
 JU0225  HISTORY     - 1932     MONUMENTED       CGS
 JU0225  HISTORY     - 1951     GOOD             CGS
 JU0225  HISTORY     - 1984     GOOD             USPSQD
 JU0225  HISTORY     - 20120718 GOOD             NJGS
 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.
 JU0225
 JU0225                          STATION RECOVERY (2012)
 JU0225
 JU0225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU0225'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF SEASIDE PARK,
 JU0225'5.5 MI (8.8 KM) NORTH OF BARNEGAT LIGHT AND 5.4 MI (8.7 KM) EAST OF
 JU0225'FORKED RIVER.
 JU0225'
 JU0225'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 JU0225'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 JU0225'
 JU0225'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 JU0225'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 JU0225'ROAD, FOR 4.70 MI (7.6 KM) TO THE STATION ON THE LEFT, PROJECTING
 JU0225'ABOUT 6 INCHES (15 CM) ABOVE THE GROUND IN MODERATE UNDERBRUSH.
 JU0225'
 JU0225'THE STATION IS 155 FT (47.2 M) SOUTH FROM ELECTRIC PAD NUMBER 61463,
 JU0225'NORTH OF PARKING LOT 6, 166 FT (50.6 M) SOUTH FROM AN ABANDONED 10 FT
 JU0225'(3.0 M) HIGH WOOD UTILITY POLE, 187 FT (57.0 M) SOUTH FROM THE SOUTH
 JU0225'EDGE OF PAVING OF PARKING LOT 6, 25.5 FT (7.8 M) EAST FROM THE
 JU0225'CENTERLINE OF SHORE ROAD, 12.0 FT (3.7 M) EAST FROM THE EAST EDGE OF
 JU0225'PAVING OF SHORE ROAD, 120.5 FT (36.7 M) NORTH AND ACROSS THE ROAD FROM
 JU0225'A 4 FT (1.2 M) HIGH 6 INCH (15 CM) BY 6 INCH (15 CM) WOODEN POST
 JU0225'MARKING A PATH LEADING WEST TO THE BAY AND 7.0 FT (2.1 M) EAST FROM A
 JU0225'METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0226 ***********************************************************************
 JU0226  DESIGNATION -  FLY RM 2
 JU0226  PID         -  JU0226
 JU0226  STATE/COUNTY-  NJ/OCEAN
 JU0226  COUNTRY     -  US
 JU0226  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0226
 JU0226                         *CURRENT SURVEY CONTROL
 JU0226  ______________________________________________________________________
 JU0226* NAD 83(1986) POSITION- 39 50 01.12   (N) 074 05 25.36   (W)   HD_HELD1
 JU0226* NAVD 88 ORTHO HEIGHT -     1.142 (meters)        3.75  (feet) ADJUSTED
 JU0226  ______________________________________________________________________
 JU0226  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 JU0226  DYNAMIC HEIGHT  -          1.142 (meters)        3.75  (feet) COMP
 JU0226  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 JU0226
 JU0226  VERT ORDER      -  FIRST     CLASS II
 JU0226
 JU0226.The horizontal coordinates were determined by differentially corrected
 JU0226.hand held GPS observations or other comparable positioning techniques
 JU0226.and have an estimated accuracy of +/- 3 meters.
 JU0226
 JU0226.The orthometric height was determined by differential leveling and
 JU0226.adjusted by the NATIONAL GEODETIC SURVEY
 JU0226.in September 2015.
 JU0226
 JU0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0226.GEOID18 height accuracy estimate available here.
 JU0226
 JU0226.Click photographs - Photos may exist for this station.
 JU0226
 JU0226.The dynamic height is computed by dividing the NAVD 88
 JU0226.geopotential number by the normal gravity value computed on the
 JU0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0226.degrees latitude (g = 980.6199 gals.).
 JU0226
 JU0226.The modeled gravity was interpolated from observed gravity values.
 JU0226
 JU0226;                    North         East    Units  Estimated Accuracy
 JU0226;SPC NJ       -   111,125.6     185,060.5     MT  (+/- 3 meters HH1 GPS) 
 JU0226
 JU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7783309689(NAD 83)
 JU0226
 JU0226                          SUPERSEDED SURVEY CONTROL
 JU0226
 JU0226  NGVD 29 (11/26/84)    1.589  (m)            5.21   (f) ADJUSTED    1 2
 JU0226
 JU0226.Superseded values are not recommended for survey control.
 JU0226
 JU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0226.See file dsdata.pdf to determine how the superseded data were derived.
 JU0226
 JU0226_MARKER: DR = REFERENCE MARK DISK
 JU0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0226_STAMPING: FLY RM 2 1935
 JU0226_MARK LOGO: CGS
 JU0226_PROJECTION: RECESSED 15 CENTIMETERS
 JU0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0226+STABILITY: SURFACE MOTION
 JU0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0226+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2020
 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  HISTORY     - 20120718 GOOD             NJGS
 JU0226  HISTORY     - 20200128 GOOD             NJGS
 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.
 JU0226
 JU0226                          STATION RECOVERY (2012)
 JU0226
 JU0226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU0226'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF SEASIDE PARK,
 JU0226'5.3 MI (8.5 KM) EAST OF FORKED RIVER AND 5.3 MI (8.5 KM) NORTH OF
 JU0226'BARNEGAT LIGHT.
 JU0226'
 JU0226'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 JU0226'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 JU0226'
 JU0226'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 JU0226'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 JU0226'ROAD FOR 4.90 MI (7.9 KM) TO THE STATION ON THE LEFT, SET ABOUT 6
 JU0226'INCHES (15 CM) BELOW THE GROUND, JUST BEYOND THE SOUTH EDGE OF PAVING
 JU0226'FOR PARKING LOT 7.
 JU0226'
 JU0226'THE STATION IS 21.1 FT (6.4 M) EAST FROM THE CENTERLINE OF SHORE ROAD,
 JU0226'5.4 FT (1.6 M) EAST FROM THE EAST EDGE OF PAVING OF SHORE ROAD, 5.0 FT
 JU0226'(1.5 M) SOUTH FROM THE SOUTH EDGE OF PAVING OF PARKING LOT 7, 20.6 FT
 JU0226'(6.3 M) NORTH FROM THE NORTHWEST CORNER OF ELECTRIC UTILITY BOX NUMBER
 JU0226'PE 61466, 16.6 FT (5.1 M) WEST FROM A LIGHT POLE, 28.9 FT (8.8 M)
 JU0226'SOUTHWEST FROM THE SOUTHWEST CORNER OF A WOOD PLANK WALKWAY LEADING TO
 JU0226'THE BEACH AND 1.0 FT (0.3 M) WEST FROM A METAL WITNESS POST WITH SIGN
 JU0226'ATTACHED.
 JU0226
 JU0226                          STATION RECOVERY (2020)
 JU0226
 JU0226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU0226'THE DISK IS LOCATED 17.1 FT (5.2 M) NORTH OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB1515 ***********************************************************************
 CB1515  DESIGNATION -  FLY RM 3
 CB1515  PID         -  CB1515
 CB1515  STATE/COUNTY-  NJ/OCEAN
 CB1515  COUNTRY     -  US
 CB1515  USGS QUAD   -  BARNEGAT LIGHT (2019)
 CB1515
 CB1515                         *CURRENT SURVEY CONTROL
 CB1515  ______________________________________________________________________
 CB1515* NAD 83(1986) POSITION- 39 50 01.21   (N) 074 05 26.95   (W)   HD_HELD1
 CB1515* NAVD 88 ORTHO HEIGHT -     2.617 (meters)        8.59  (feet) ADJUSTED
 CB1515  ______________________________________________________________________
 CB1515  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 CB1515  DYNAMIC HEIGHT  -          2.616 (meters)        8.58  (feet) COMP
 CB1515  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 CB1515
 CB1515  VERT ORDER      -  FIRST     CLASS II
 CB1515
 CB1515.The horizontal coordinates were determined by differentially corrected
 CB1515.hand held GPS observations or other comparable positioning techniques
 CB1515.and have an estimated accuracy of +/- 3 meters.
 CB1515
 CB1515.The orthometric height was determined by differential leveling and
 CB1515.adjusted by the NATIONAL GEODETIC SURVEY
 CB1515.in September 2015.
 CB1515
 CB1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1515.GEOID18 height accuracy estimate available here.
 CB1515
 CB1515.Click photographs - Photos may exist for this station.
 CB1515
 CB1515.The dynamic height is computed by dividing the NAVD 88
 CB1515.geopotential number by the normal gravity value computed on the
 CB1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1515.degrees latitude (g = 980.6199 gals.).
 CB1515
 CB1515.The modeled gravity was interpolated from observed gravity values.
 CB1515
 CB1515;                    North         East    Units  Estimated Accuracy
 CB1515;SPC NJ       -   111,128.2     185,022.7     MT  (+/- 3 meters HH1 GPS) 
 CB1515
 CB1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7779509691(NAD 83)
 CB1515
 CB1515                          SUPERSEDED SURVEY CONTROL
 CB1515
 CB1515.No superseded survey control is available for this station.
 CB1515
 CB1515_MARKER: DR = REFERENCE MARK DISK
 CB1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1515_STAMPING: FLY NO 3 1932
 CB1515_MARK LOGO: CGS
 CB1515_PROJECTION: PROJECTING 61 CENTIMETERS
 CB1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1515+STABILITY: SURFACE MOTION
 CB1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB1515+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 CB1515
 CB1515  HISTORY     - Date     Condition        Report By
 CB1515  HISTORY     - 1932     MONUMENTED       CGS
 CB1515  HISTORY     - 20120718 GOOD             NJGS
 CB1515
 CB1515                          STATION DESCRIPTION
 CB1515
 CB1515'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 CB1515'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF SEASIDE PARK,
 CB1515'5.3 MI (8.5 KM) NORTH OF BARNEGAT LIGHT AND 5.3 MI (8.5 KM) EAST OF
 CB1515'FORKED RIVER.
 CB1515'
 CB1515'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 CB1515'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 CB1515'
 CB1515'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 CB1515'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 CB1515'ROAD FOR 4.90 MI (7.9 KM) TO A WOOD PLANK WALKWAY LEADING WEST TO THE
 CB1515'BAY ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE WOOD PLANK WALKWAY
 CB1515'FOR ABOUT 90 FT (27.4 M) TO THE STATION ON THE RIGHT, PROJECTING 24
 CB1515'INCHES (61 CM) ABOVE THE GROUND.
 CB1515'
 CB1515'THE STATION IS 110 FT (33.5 M) FROM THE CENTERLINE OF SHORE ROAD AND
 CB1515'12 FT (3.7 M) NORTH FROM THE CENTERLINE OF THE WOOD PLANK WALKWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB1516 ***********************************************************************
 CB1516  DESIGNATION -  FLY RM 4
 CB1516  PID         -  CB1516
 CB1516  STATE/COUNTY-  NJ/OCEAN
 CB1516  COUNTRY     -  US
 CB1516  USGS QUAD   -  BARNEGAT LIGHT (2019)
 CB1516
 CB1516                         *CURRENT SURVEY CONTROL
 CB1516  ______________________________________________________________________
 CB1516* NAD 83(1986) POSITION- 39 50 00.95   (N) 074 05 25.34   (W)   HD_HELD1
 CB1516* NAVD 88 ORTHO HEIGHT -     1.295 (meters)        4.25  (feet) ADJUSTED
 CB1516  ______________________________________________________________________
 CB1516  GEOID HEIGHT    -        -33.190 (meters)                     GEOID18
 CB1516  DYNAMIC HEIGHT  -          1.294 (meters)        4.25  (feet) COMP
 CB1516  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 CB1516
 CB1516  VERT ORDER      -  FIRST     CLASS II
 CB1516
 CB1516.The horizontal coordinates were determined by differentially corrected
 CB1516.hand held GPS observations or other comparable positioning techniques
 CB1516.and have an estimated accuracy of +/- 3 meters.
 CB1516
 CB1516.The orthometric height was determined by differential leveling and
 CB1516.adjusted by the NATIONAL GEODETIC SURVEY
 CB1516.in September 2015.
 CB1516
 CB1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1516.GEOID18 height accuracy estimate available here.
 CB1516
 CB1516.Click photographs - Photos may exist for this station.
 CB1516
 CB1516.The dynamic height is computed by dividing the NAVD 88
 CB1516.geopotential number by the normal gravity value computed on the
 CB1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1516.degrees latitude (g = 980.6199 gals.).
 CB1516
 CB1516.The modeled gravity was interpolated from observed gravity values.
 CB1516
 CB1516;                    North         East    Units  Estimated Accuracy
 CB1516;SPC NJ       -   111,120.3     185,061.0     MT  (+/- 3 meters HH1 GPS) 
 CB1516
 CB1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7783409684(NAD 83)
 CB1516
 CB1516                          SUPERSEDED SURVEY CONTROL
 CB1516
 CB1516.No superseded survey control is available for this station.
 CB1516
 CB1516_MARKER: DR = REFERENCE MARK DISK
 CB1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1516_STAMPING: FLY NO 4 1932
 CB1516_MARK LOGO: CGS
 CB1516_PROJECTION: RECESSED 46 CENTIMETERS
 CB1516_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1516+STABILITY: SURFACE MOTION
 CB1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB1516+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 CB1516
 CB1516  HISTORY     - Date     Condition        Report By
 CB1516  HISTORY     - 1962     MONUMENTED       CGS
 CB1516  HISTORY     - 20120718 GOOD             NJGS
 CB1516
 CB1516                          STATION DESCRIPTION
 CB1516
 CB1516'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 CB1516'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF SEASIDE PARK,
 CB1516'5.3 MI (8.5 KM) EAST OF FORKED RIVER AND 5.3 MI (8.5 KM) NORTH OF
 CB1516'BARNEGAT LIGHT.
 CB1516'
 CB1516'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 CB1516'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 CB1516'
 CB1516'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 CB1516'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 CB1516'ROAD FOR 4.90 MI (7.9 KM) TO THE STATION ON THE LEFT, SET ABOUT 18
 CB1516'INCHES (46 CM) BELOW THE GROUND, JUST BEYOND PARKING LOT 7.
 CB1516'
 CB1516'THE STATION IS 24.8 FT (7.6 M) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CB1516'SHORE ROAD, 3.5 FT (1.1 M) NORTHEAST FROM A 4 FT (1.2 M) TALL
 CB1516'UNDERGROUND TELEPHONE CABLE BOX, 8.0 FT (2.4 M) NORTHEAST FROM AN
 CB1516'ELECTRIC UTILITY BOX NUMBER PE 61466, 15.3 FT (4.7 M) SOUTH-SOUTHEAST
 CB1516'FROM STATION FLY REFERENCE MARK 2 1935, 6.7 FT (2.0 M) SOUTHWEST FROM
 CB1516'THE CENTERLINE RANGE OF A WOOD PLANK WALKWAY ON THE WEST SIDE OF SHORE
 CB1516'ROAD LEADING TO THE BAY AND 2.0 FT (0.6 M) EAST FROM A METAL WITNESS
 CB1516'POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8723 ***********************************************************************
 AB8723  DESIGNATION -  FLYING W 1
 AB8723  PID         -  AB8723
 AB8723  STATE/COUNTY-  NJ/BURLINGTON
 AB8723  COUNTRY     -  US
 AB8723  USGS QUAD   -  MOUNT HOLLY (2019)
 AB8723
 AB8723                         *CURRENT SURVEY CONTROL
 AB8723  ______________________________________________________________________
 AB8723* NAD 83(2011) POSITION- 39 55 48.65788(N) 074 48 26.63811(W)   ADJUSTED
 AB8723* NAD 83(2011) ELLIP HT-   -21.194 (meters)        (06/27/12)   ADJUSTED
 AB8723* NAD 83(2011) EPOCH   -  2010.00
 AB8723* NAVD 88 ORTHO HEIGHT -    11.490 (meters)       37.70  (feet) ADJUSTED
 AB8723  ______________________________________________________________________
 AB8723  GEOID HEIGHT    -        -32.687 (meters)                     GEOID18
 AB8723  NAD 83(2011) X  -  1,283,505.857 (meters)                     COMP
 AB8723  NAD 83(2011) Y  - -4,726,498.783 (meters)                     COMP
 AB8723  NAD 83(2011) Z  -  4,072,030.491 (meters)                     COMP
 AB8723  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 AB8723  DYNAMIC HEIGHT  -         11.485 (meters)       37.68  (feet) COMP
 AB8723  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 AB8723
 AB8723  VERT ORDER      -  FIRST     CLASS II
 AB8723
 AB8723  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8723  Standards:
 AB8723         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8723            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8723  -------------------------------------------------------------------
 AB8723  NETWORK    0.27   0.51           0.12   0.10   0.26     -0.04907333
 AB8723  -------------------------------------------------------------------
 AB8723  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB8723
 AB8723.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8723.been affixed to the stable North American tectonic plate. See 
 AB8723.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8723
 AB8723.The horizontal coordinates are valid at the epoch date displayed above
 AB8723.which is a decimal equivalence of Year/Month/Day.
 AB8723
 AB8723.The orthometric height was determined by differential leveling and
 AB8723.adjusted by the NATIONAL GEODETIC SURVEY
 AB8723.in May 2011.
 AB8723
 AB8723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8723.GEOID18 height accuracy estimate available here.
 AB8723
 AB8723.Click photographs - Photos may exist for this station.
 AB8723
 AB8723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8723
 AB8723.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8723
 AB8723.The ellipsoidal height was determined by GPS observations
 AB8723.and is referenced to NAD 83.
 AB8723
 AB8723.The dynamic height is computed by dividing the NAVD 88
 AB8723.geopotential number by the normal gravity value computed on the
 AB8723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8723.degrees latitude (g = 980.6199 gals.).
 AB8723
 AB8723.The modeled gravity was interpolated from observed gravity values.
 AB8723
 AB8723. The following values were computed from the NAD 83(2011) position.
 AB8723
 AB8723;                    North         East     Units Scale Factor Converg.
 AB8723;SPC NJ       -   121,808.336   123,725.864   MT  0.99990850   -0 11 50.3
 AB8723;SPC NJ       -   399,632.85    405,923.94   sFT  0.99990850   -0 11 50.3
 AB8723;UTM  18      - 4,420,025.987   516,457.060   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:                Primary Azimuth Mark                     Grid Az
 AB8723:SPC NJ       -  FLYING W 2                               358 21 59.1
 AB8723:UTM  18      -  FLYING W 2                               358 02 43.8
 AB8723
 AB8723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1645720025(NAD 83)
 AB8723
 AB8723|---------------------------------------------------------------------|
 AB8723| PID    Reference Object                     Distance      Geod. Az  |
 AB8723|                                                           dddmmss.s |
 AB8723| AA9233 N14 B                                 5.161 METERS 09225     |
 AB8723| AB8724 FLYING W 2                          APPROX. 0.6 KM 3581008.8 |
 AB8723|---------------------------------------------------------------------|
 AB8723
 AB8723                          SUPERSEDED SURVEY CONTROL
 AB8723
 AB8723  NAD 83(2007)-  39 55 48.65826(N)    074 48 26.63876(W) AD(2002.00) 0
 AB8723  ELLIP H (02/10/07)  -21.187  (m)                       GP(2002.00)    
 AB8723  ELLIP H (10/23/02)  -21.169  (m)                       GP(       ) 4 1
 AB8723  NAD 83(1996)-  39 55 48.65895(N)    074 48 26.63971(W) AD(       ) 1
 AB8723  ELLIP H (05/27/99)  -21.105  (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)  -21.145  (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)  -21.203  (m)                       GP(       ) 2 1
 AB8723  NAVD 88 (12/16/96)   11.5    (m)  GEOID93  model used  GPS OBS        
 AB8723
 AB8723.Superseded values are not recommended for survey control.
 AB8723
 AB8723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8723.See file dsdata.pdf to determine how the superseded data were derived.
 AB8723
 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_PROJECTION: FLUSH
 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 - May 07, 2008
 AB8723
 AB8723  HISTORY     - Date     Condition        Report By
 AB8723  HISTORY     - 1995     MONUMENTED       NJGS
 AB8723  HISTORY     - 19961118 GOOD             NGS
 AB8723  HISTORY     - 20080507 GOOD             NJGS
 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.
 AB8723
 AB8723                          STATION RECOVERY (2008)
 AB8723
 AB8723'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AB8723'RECOVERED IN GOOD CONDITION.
 AB8723'
 AB8723'NOTE-THE WITNESS POST WAS REMOVED.
 AB8723'
 AB8723'THE STATION IS 5.161 M (16.9 FT) WEST OF STATION N14 B (AA9233), 67.6
 AB8723'FT (20.6 M) NORTH OF THE NORTH EDGE OF THE TAXIWAY TO RUNWAY 1, 74.6
 AB8723'FT (22.7 M) WEST OF THE WEST EDGE OF RUNWAY 1, 16.6 FT (5.1 M) EAST OF
 AB8723'THE EAST EDGE OF THE TAXIWAY, 59.6 FT (18.2 M) NORTHEAST OF THE LIGHT
 AB8723'AT THE SOUTHWEST CORNER OF THE TAXIWAY AND TAXIWAY ENTRANCE TO RUNWAY
 AB8723'1, 92.0 FT (28.0 M) NORTHWEST OF THE RUNWAY 1 LANDING LIGHT AT THE
 AB8723'SOUTHWEST CORNER OF THE RUNWAY, 140.3 FT (42.8 M) SOUTH-SOUTHWEST OF
 AB8723'THE SOUTHWEST CORNER OF THE CONCRETE PAD FOR THE THE WESTERLY VASI
 AB8723'LIGHT FOR RUNWAY 1.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8724 ***********************************************************************
 AB8724  DESIGNATION -  FLYING W 2
 AB8724  PID         -  AB8724
 AB8724  STATE/COUNTY-  NJ/BURLINGTON
 AB8724  COUNTRY     -  US
 AB8724  USGS QUAD   -  MOUNT HOLLY (2019)
 AB8724
 AB8724                         *CURRENT SURVEY CONTROL
 AB8724  ______________________________________________________________________
 AB8724* NAD 83(2011) POSITION- 39 56 07.98128(N) 074 48 27.44051(W)   ADJUSTED
 AB8724* NAD 83(2011) ELLIP HT-   -17.624 (meters)        (06/27/12)   ADJUSTED
 AB8724* NAD 83(2011) EPOCH   -  2010.00
 AB8724* NAVD 88 ORTHO HEIGHT -    15.059 (meters)       49.41  (feet) ADJUSTED
 AB8724  ______________________________________________________________________
 AB8724  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 AB8724  NAD 83(2011) X  -  1,283,387.935 (meters)                     COMP
 AB8724  NAD 83(2011) Y  - -4,726,137.233 (meters)                     COMP
 AB8724  NAD 83(2011) Z  -  4,072,489.780 (meters)                     COMP
 AB8724  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 AB8724  DYNAMIC HEIGHT  -         15.052 (meters)       49.38  (feet) COMP
 AB8724  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 AB8724
 AB8724  VERT ORDER      -  FIRST     CLASS II
 AB8724
 AB8724  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8724  Standards:
 AB8724         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8724            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8724  -------------------------------------------------------------------
 AB8724  NETWORK    0.27   0.51           0.12   0.10   0.26     -0.05097844
 AB8724  -------------------------------------------------------------------
 AB8724  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB8724
 AB8724.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8724.been affixed to the stable North American tectonic plate. See 
 AB8724.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8724
 AB8724.The horizontal coordinates are valid at the epoch date displayed above
 AB8724.which is a decimal equivalence of Year/Month/Day.
 AB8724
 AB8724.The orthometric height was determined by differential leveling and
 AB8724.adjusted by the NATIONAL GEODETIC SURVEY
 AB8724.in May 2011.
 AB8724
 AB8724.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8724.GEOID18 height accuracy estimate available here.
 AB8724
 AB8724.Click photographs - Photos may exist for this station.
 AB8724
 AB8724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8724
 AB8724.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8724
 AB8724.The ellipsoidal height was determined by GPS observations
 AB8724.and is referenced to NAD 83.
 AB8724
 AB8724.The dynamic height is computed by dividing the NAVD 88
 AB8724.geopotential number by the normal gravity value computed on the
 AB8724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8724.degrees latitude (g = 980.6199 gals.).
 AB8724
 AB8724.The modeled gravity was interpolated from observed gravity values.
 AB8724
 AB8724. The following values were computed from the NAD 83(2011) position.
 AB8724
 AB8724;                    North         East     Units Scale Factor Converg.
 AB8724;SPC NJ       -   122,404.328   123,708.867   MT  0.99990851   -0 11 50.9
 AB8724;SPC NJ       -   401,588.20    405,868.17   sFT  0.99990851   -0 11 50.9
 AB8724;UTM  18      - 4,420,621.692   516,436.731   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 20.0
 AB8724:UTM  18      -  N14 B                                    177 33 04.5
 AB8724
 AB8724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1643620621(NAD 83)
 AB8724
 AB8724|---------------------------------------------------------------------|
 AB8724| PID    Reference Object                     Distance      Geod. Az  |
 AB8724|                                                           dddmmss.s |
 AB8724| AA9233 N14 B                               APPROX. 0.6 KM 1774029.1 |
 AB8724| AB8723 FLYING W 1                          APPROX. 0.6 KM 1781008.3 |
 AB8724| AA9234 N14 A                               334.266 METERS 35852     |
 AB8724|---------------------------------------------------------------------|
 AB8724
 AB8724                          SUPERSEDED SURVEY CONTROL
 AB8724
 AB8724  NAD 83(2007)-  39 56 07.98165(N)    074 48 27.44116(W) AD(2002.00) 0
 AB8724  ELLIP H (02/10/07)  -17.617  (m)                       GP(2002.00)    
 AB8724  ELLIP H (10/23/02)  -17.603  (m)                       GP(       ) 4 1
 AB8724  NAD 83(1996)-  39 56 07.98234(N)    074 48 27.44198(W) AD(       ) 1
 AB8724  ELLIP H (05/27/99)  -17.537  (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)  -17.573  (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)  -17.633  (m)                       GP(       ) 2 1
 AB8724  NAVD 88 (12/16/96)   15.1    (m)  GEOID93  model used  GPS OBS        
 AB8724
 AB8724.Superseded values are not recommended for survey control.
 AB8724
 AB8724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8724.See file dsdata.pdf to determine how the superseded data were derived.
 AB8724
 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_PROJECTION: FLUSH
 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 - May 07, 2008
 AB8724
 AB8724  HISTORY     - Date     Condition        Report By
 AB8724  HISTORY     - 1995     MONUMENTED       NJGS
 AB8724  HISTORY     - 19961118 GOOD             NGS
 AB8724  HISTORY     - 20080507 GOOD             NJGS
 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.
 AB8724
 AB8724                          STATION RECOVERY (2008)
 AB8724
 AB8724'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AB8724'RECOVERED IN GOOD CONDITION.
 AB8724'
 AB8724'NOTE-THE WITNESS POST WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3001 ***********************************************************************
 JU3001  DESIGNATION -  FOLSOM
 JU3001  PID         -  JU3001
 JU3001  STATE/COUNTY-  NJ/ATLANTIC
 JU3001  COUNTRY     -  US
 JU3001  USGS QUAD   -  NEWTONVILLE (2019)
 JU3001
 JU3001                         *CURRENT SURVEY CONTROL
 JU3001  ______________________________________________________________________
 JU3001* NAD 83(1996) POSITION- 39 36 07.89297(N) 074 50 42.13217(W)   ADJUSTED
 JU3001* NAVD 88 ORTHO HEIGHT -    29.    (meters)       95.    (feet) SCALED
 JU3001  ______________________________________________________________________
 JU3001  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 JU3001  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3001.GEOID18 height accuracy estimate available here.
 JU3001
 JU3001.Click photographs - Photos may exist for this station.
 JU3001
 JU3001.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3001
 JU3001. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000077  x   0.99991081  =   0.99991158
 JU3001!UTM  18      -   1.00000077  x   0.99960218  =   0.99960295
 JU3001
 JU3001:                Primary Azimuth Mark                     Grid Az
 JU3001:SPC NJ       -  FOLSOM AZ MK                             056 42 56.9
 JU3001:UTM  18      -  FOLSOM AZ MK                             056 23 49.5
 JU3001
 JU3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1330483617(NAD 83)
 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
 JU3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3001.See file dsdata.pdf to determine how the superseded data were derived.
 JU3001
 JU3001_MARKER: DD = SURVEY DISK
 JU3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3001_STAMPING: FOLSOM 1935
 JU3001_MARK LOGO: CGS+SS
 JU3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3001+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 DK6540 ***********************************************************************
 DK6540  DESIGNATION -  FOLSOM CBL 0
 DK6540  PID         -  DK6540
 DK6540  STATE/COUNTY-  NJ/ATLANTIC
 DK6540  COUNTRY     -  US
 DK6540  USGS QUAD   -  NEWTONVILLE (2019)
 DK6540
 DK6540                         *CURRENT SURVEY CONTROL
 DK6540  ______________________________________________________________________
 DK6540* NAD 83(1986) POSITION- 39 36 05.75   (N) 074 50 35.76   (W)   HD_HELD1
 DK6540* NAVD 88 ORTHO HEIGHT -    28.878 (meters)       94.74  (feet) ADJUSTED
 DK6540  ______________________________________________________________________
 DK6540  GEOID HEIGHT    -        -33.527 (meters)                     GEOID18
 DK6540  DYNAMIC HEIGHT  -         28.864 (meters)       94.70  (feet) COMP
 DK6540  MODELED GRAVITY -    980,127.4   (mgal)                       NAVD 88
 DK6540
 DK6540  VERT ORDER      -  FIRST     CLASS II
 DK6540
 DK6540.The horizontal coordinates were determined by differentially corrected
 DK6540.hand held GPS observations or other comparable positioning techniques
 DK6540.and have an estimated accuracy of +/- 3 meters.
 DK6540
 DK6540.The orthometric height was determined by differential leveling and
 DK6540.adjusted by the NATIONAL GEODETIC SURVEY
 DK6540.in February 2010.
 DK6540
 DK6540.No vertical observational check was made to the station.
 DK6540
 DK6540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6540.GEOID18 height accuracy estimate available here.
 DK6540
 DK6540.Click photographs - Photos may exist for this station.
 DK6540
 DK6540.The dynamic height is computed by dividing the NAVD 88
 DK6540.geopotential number by the normal gravity value computed on the
 DK6540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6540.degrees latitude (g = 980.6199 gals.).
 DK6540
 DK6540.The modeled gravity was interpolated from observed gravity values.
 DK6540
 DK6540;                    North         East    Units  Estimated Accuracy
 DK6540;SPC NJ       -    85,340.1     120,520.4     MT  (+/- 3 meters HH1 GPS) 
 DK6540
 DK6540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1345683551(NAD 83)
 DK6540
 DK6540                          SUPERSEDED SURVEY CONTROL
 DK6540
 DK6540.No superseded survey control is available for this station.
 DK6540
 DK6540_MARKER: DQ = CALIBRATION BASE LINE DISK
 DK6540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6540_STAMPING: FOLSOM 0 2005
 DK6540_MARK LOGO: NGS
 DK6540_PROJECTION: FLUSH
 DK6540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6540+STABILITY: SURFACE MOTION
 DK6540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6540+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2019
 DK6540
 DK6540  HISTORY     - Date     Condition        Report By
 DK6540  HISTORY     - 2005     MONUMENTED       NJGS
 DK6540  HISTORY     - 20060926 GOOD             NJGS
 DK6540  HISTORY     - 20191217 GOOD             NJGS
 DK6540
 DK6540                          STATION DESCRIPTION
 DK6540
 DK6540'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6540'THE BASELINE IS LOCATED ABOUT 3.1 MI (4.99 KM) SOUTHWEST FROM THE TOWN
 DK6540'OF HAMMONTON, 11.0 MI (17.7 KM) NORTHWEST FROM THE CITY OF EGG HARBOR
 DK6540'CITY AND 9.5 MI (15.29 KM) SOUTHEAST FROM WILLIAMSTOWN.  THE BASELINE
 DK6540'IS LOCATED IN FOLSOM BOROUGH.  THE BASELINE RUNS PARALLEL WITH THE
 DK6540'SOUTHEAST EDGE OF STATE ROUTE 54 AND IS LOCATED IN A GRASS LANDSCAPED
 DK6540'AREA.    THE BASELINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER
 DK6540'POINT AT THE NORTHEAST END.  IT CONSISTS OF 0, 150, 400, 900 AND 1000
 DK6540'METER POINTS.    TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE
 DK6540'ROUTE 54 AND THE ATLANTIC CITY EXPRESSWAY AT INTERCHANGE 28, GO
 DK6540'SOUTHWEST ON STATE ROUTE 54 FOR 1.9 KM (1.2 MI) TO THE STATION ON THE
 DK6540'LEFT.  THE 0-METER POINT IS ALSO LOCATED ABOUT 200 FT (61.0 M)
 DK6540'SOUTHEAST FROM THE JUNCTION OF STATE ROUTE 54 AND MAYS LANDING-BLUE
 DK6540'ANCHOR ROAD (COUNTY ROAD 561 AND STATE ROUTE 73).    THE STATION IS
 DK6540'8.7 M (28.5 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF STATE
 DK6540'ROUTE 54, 18.0 M (59.1 FT) WEST FROM WOOD UTILITY POLE NUMBER H1402
 DK6540'AND 24.9 M (81.7 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER H5755.
 DK6540'THIS STATION IS SURROUNDED BY TWO METAL WITNESS POSTS WITH ATTACHED
 DK6540'SIGNS.
 DK6540
 DK6540                          STATION RECOVERY (2019)
 DK6540
 DK6540'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DK6540'NOTE-ONLY ONE WITNESS POST NEAR THE STATION.  RECOVERED AS DESCRIBED
 DK6540'PREVIOUSLY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6537 ***********************************************************************
 DK6537  DESIGNATION -  FOLSOM CBL 1000
 DK6537  PID         -  DK6537
 DK6537  STATE/COUNTY-  NJ/ATLANTIC
 DK6537  COUNTRY     -  US
 DK6537  USGS QUAD   -  NEWTONVILLE (2019)
 DK6537
 DK6537                         *CURRENT SURVEY CONTROL
 DK6537  ______________________________________________________________________
 DK6537* NAD 83(1986) POSITION- 39 35 41.     (N) 074 51 05.     (W)   SCALED
 DK6537* NAVD 88 ORTHO HEIGHT -    18.640 (meters)       61.15  (feet) ADJUSTED
 DK6537  ______________________________________________________________________
 DK6537  GEOID HEIGHT    -        -33.548 (meters)                     GEOID18
 DK6537  DYNAMIC HEIGHT  -         18.630 (meters)       61.12  (feet) COMP
 DK6537  MODELED GRAVITY -    980,126.5   (mgal)                       NAVD 88
 DK6537
 DK6537  VERT ORDER      -  FIRST     CLASS II
 DK6537
 DK6537.The horizontal coordinates were scaled from a map and have
 DK6537.an estimated accuracy of +/- 6 seconds.
 DK6537
 DK6537.The orthometric height was determined by differential leveling and
 DK6537.adjusted by the NATIONAL GEODETIC SURVEY
 DK6537.in February 2010.
 DK6537
 DK6537.No vertical observational check was made to the station.
 DK6537
 DK6537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6537.GEOID18 height accuracy estimate available here.
 DK6537
 DK6537.Click photographs - Photos may exist for this station.
 DK6537
 DK6537.The dynamic height is computed by dividing the NAVD 88
 DK6537.geopotential number by the normal gravity value computed on the
 DK6537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6537.degrees latitude (g = 980.6199 gals.).
 DK6537
 DK6537.The modeled gravity was interpolated from observed gravity values.
 DK6537
 DK6537;                    North         East    Units  Estimated Accuracy
 DK6537;SPC NJ       -    84,580.      119,820.      MT  (+/- 180 meters Scaled)
 DK6537
 DK6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ127827(NAD 83)
 DK6537
 DK6537                          SUPERSEDED SURVEY CONTROL
 DK6537
 DK6537.No superseded survey control is available for this station.
 DK6537
 DK6537_MARKER: DQ = CALIBRATION BASE LINE DISK
 DK6537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6537_STAMPING: FOLSOM 1000 2005
 DK6537_MARK LOGO: NJGS
 DK6537_PROJECTION: FLUSH
 DK6537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6537+STABILITY: SURFACE MOTION
 DK6537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6537+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DK6537
 DK6537  HISTORY     - Date     Condition        Report By
 DK6537  HISTORY     - 2005     MONUMENTED       NJGS
 DK6537  HISTORY     - 20060926 GOOD             NJGS
 DK6537
 DK6537                          STATION DESCRIPTION
 DK6537
 DK6537'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6537'THE BASELINE IS LOCATED ABOUT 3.1 MI (4.99 KM) SOUTHWEST FROM THE TOWN
 DK6537'OF HAMMONTON, 11.1 MI (17.86 KM) NORTHWEST FROM THE CITY OF EGG HARBOR
 DK6537'CITY AND 9.5 MI (15.29 KM) SOUTHEAST FROM WILLIAMSTOWN.  THE BASELINE
 DK6537'IS LOCATED IN FOLSOM BOROUGH.
 DK6537'
 DK6537'TO REACH THE STATION FROM THE JUNCTION OF THE ATLANTIC CITY EXPRESSWAY
 DK6537'(EXIT 28) AND NJ ROUTE 54, GO 1.8 MI (2.9 KM) SOUTHWEST ON ROUTE 54 TO
 DK6537'THE STATION ON THE LEFT.  THE STATION IS ALSO 0.2 MI (0.32 KM)
 DK6537'NORTHEAST ON ROUTE 54 FROM US HIGHWAY 322.  THE BASELINE RUNS PARALLEL
 DK6537'WITH THE SOUTHEAST EDGE OF STATE ROUTE 54 AND IS LOCATED IN A GRASS
 DK6537'LANDSCAPED AREA.    THE BASELINE IS A NORTHEAST-SOUTHWEST LINE WITH
 DK6537'THE 0-METER POINT AT THE NORTHEAST END.  IT CONSISTS OF 0, 150, 400,
 DK6537'900 AND 1000 METER POINTS.
 DK6537'
 DK6537'THE STATION IS 9.0 M (29.5 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 DK6537'PAVING OF STATE ROUTE 54, 15.8 M (51.8 FT) WEST NORTHWEST FROM WOOD
 DK6537'UTILITY POLE NUMBER BT 58-135 AND 35.8 M (117.4 FT) NORTHEAST WOOD
 DK6537'UTILITY POLE NUMBER BT 136.  THIS STATION IS SURROUNDED BY TWO METAL
 DK6537'WITNESS POSTS WITH ATTACHED SIGNS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6539 ***********************************************************************
 DK6539  DESIGNATION -  FOLSOM CBL 150
 DK6539  PID         -  DK6539
 DK6539  STATE/COUNTY-  NJ/ATLANTIC
 DK6539  COUNTRY     -  US
 DK6539  USGS QUAD   -  NEWTONVILLE (2019)
 DK6539
 DK6539                         *CURRENT SURVEY CONTROL
 DK6539  ______________________________________________________________________
 DK6539* NAD 83(1986) POSITION- 39 36 02.14   (N) 074 50 39.96   (W)   HD_HELD1
 DK6539* NAVD 88 ORTHO HEIGHT -    27.973 (meters)       91.77  (feet) ADJUSTED
 DK6539  ______________________________________________________________________
 DK6539  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 DK6539  DYNAMIC HEIGHT  -         27.959 (meters)       91.73  (feet) COMP
 DK6539  MODELED GRAVITY -    980,127.2   (mgal)                       NAVD 88
 DK6539
 DK6539  VERT ORDER      -  FIRST     CLASS II
 DK6539
 DK6539.The horizontal coordinates were determined by differentially corrected
 DK6539.hand held GPS observations or other comparable positioning techniques
 DK6539.and have an estimated accuracy of +/- 3 meters.
 DK6539
 DK6539.The orthometric height was determined by differential leveling and
 DK6539.adjusted by the NATIONAL GEODETIC SURVEY
 DK6539.in February 2010.
 DK6539
 DK6539.No vertical observational check was made to the station.
 DK6539
 DK6539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6539.GEOID18 height accuracy estimate available here.
 DK6539
 DK6539.Click photographs - Photos may exist for this station.
 DK6539
 DK6539.The dynamic height is computed by dividing the NAVD 88
 DK6539.geopotential number by the normal gravity value computed on the
 DK6539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6539.degrees latitude (g = 980.6199 gals.).
 DK6539
 DK6539.The modeled gravity was interpolated from observed gravity values.
 DK6539
 DK6539;                    North         East    Units  Estimated Accuracy
 DK6539;SPC NJ       -    85,229.2     120,419.8     MT  (+/- 3 meters HH1 GPS) 
 DK6539
 DK6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1335683440(NAD 83)
 DK6539
 DK6539                          SUPERSEDED SURVEY CONTROL
 DK6539
 DK6539.No superseded survey control is available for this station.
 DK6539
 DK6539_MARKER: DQ = CALIBRATION BASE LINE DISK
 DK6539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6539_STAMPING: FOLSOM 150 2005
 DK6539_MARK LOGO: NGS
 DK6539_PROJECTION: FLUSH
 DK6539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6539+STABILITY: SURFACE MOTION
 DK6539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6539+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2019
 DK6539
 DK6539  HISTORY     - Date     Condition        Report By
 DK6539  HISTORY     - 2005     MONUMENTED       NJGS
 DK6539  HISTORY     - 20060926 GOOD             NJGS
 DK6539  HISTORY     - 20191217 GOOD             NJGS
 DK6539
 DK6539                          STATION DESCRIPTION
 DK6539
 DK6539'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6539'THE BASELINE IS LOCATED ABOUT 3.1 MI (4.99 KM) SOUTHWEST FROM THE TOWN
 DK6539'OF HAMMONTON, 11.0 MI (17.7 KM) NORTHWEST FROM THE CITY OF EGG HARBOR
 DK6539'CITY AND 9.5 MI (15.29 KM) SOUTHEAST FROM WILLIAMSTOWN.  THE BASELINE
 DK6539'IS LOCATED IN FOLSOM BOROUGH.
 DK6539'
 DK6539'TO REACH THE STATION FROM THE JUNCTION OF THE ATLANTIC CITY EXPRESSWAY
 DK6539'(EXIT 28) AND NJ ROUTE 54, GO 1.3 MI (2.09 KM) SOUTHWEST TO THE
 DK6539'STATION ON THE LEFT.  THE STATION IS ALSO ABOUT 0.75 MI (1.21 KM)
 DK6539'NORTHEAST ON ROUTE 54 FROM UN HIGHWAY 322.  THE BASELINE RUNS PARALLEL
 DK6539'WITH THE SOUTHEAST EDGE OF STATE ROUTE 54 AND IS LOCATED IN A GRASS
 DK6539'LANDSCAPED AREA.    THE BASELINE IS A NORTHEAST-SOUTHWEST LINE WITH
 DK6539'THE 0-METER POINT AT THE NORTHEAST END.  IT CONSISTS OF 0, 150, 400,
 DK6539'900 AND 1000 METER POINTS.
 DK6539'
 DK6539'THE STATION IS 8.2 M (26.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 DK6539'PAVING OF STATE ROUTE 54, 23.8 M (78.1 FT) NORTHEAST FROM WOOD UTILITY
 DK6539'POLE NUMBER H5757 AND 19.9 M (65.3 FT) WEST FROM WOOD UTILITY POLE
 DK6539'NUMBER H1404.  THIS STATION IS SURROUNDED BY TWO METAL WITNESS POSTS
 DK6539'WITH ATTACHED SIGNS.
 DK6539
 DK6539                          STATION RECOVERY (2019)
 DK6539
 DK6539'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 DK6539'ADDITIONAL TIE IS 21.8 M (71.5 FT) NORTH-NORTHEAST OF THE CENTER OF AN
 DK6539'INLET NEAR UTILITY POLE H5757.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6538 ***********************************************************************
 DK6538  DESIGNATION -  FOLSOM CBL 400
 DK6538  PID         -  DK6538
 DK6538  STATE/COUNTY-  NJ/ATLANTIC
 DK6538  COUNTRY     -  US
 DK6538  USGS QUAD   -  NEWTONVILLE (2019)
 DK6538
 DK6538                         *CURRENT SURVEY CONTROL
 DK6538  ______________________________________________________________________
 DK6538* NAD 83(1986) POSITION- 39 35 56.     (N) 074 50 48.     (W)   SCALED
 DK6538* NAVD 88 ORTHO HEIGHT -    23.525 (meters)       77.18  (feet) ADJUSTED
 DK6538  ______________________________________________________________________
 DK6538  GEOID HEIGHT    -        -33.535 (meters)                     GEOID18
 DK6538  DYNAMIC HEIGHT  -         23.513 (meters)       77.14  (feet) COMP
 DK6538  MODELED GRAVITY -    980,127.0   (mgal)                       NAVD 88
 DK6538
 DK6538  VERT ORDER      -  FIRST     CLASS II
 DK6538
 DK6538.The horizontal coordinates were scaled from a map and have
 DK6538.an estimated accuracy of +/- 6 seconds.
 DK6538
 DK6538.The orthometric height was determined by differential leveling and
 DK6538.adjusted by the NATIONAL GEODETIC SURVEY
 DK6538.in February 2010.
 DK6538
 DK6538.No vertical observational check was made to the station.
 DK6538
 DK6538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6538.GEOID18 height accuracy estimate available here.
 DK6538
 DK6538.Click photographs - Photos may exist for this station.
 DK6538
 DK6538.The dynamic height is computed by dividing the NAVD 88
 DK6538.geopotential number by the normal gravity value computed on the
 DK6538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6538.degrees latitude (g = 980.6199 gals.).
 DK6538
 DK6538.The modeled gravity was interpolated from observed gravity values.
 DK6538
 DK6538;                    North         East    Units  Estimated Accuracy
 DK6538;SPC NJ       -    85,040.      120,230.      MT  (+/- 180 meters Scaled)
 DK6538
 DK6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ131832(NAD 83)
 DK6538
 DK6538                          SUPERSEDED SURVEY CONTROL
 DK6538
 DK6538.No superseded survey control is available for this station.
 DK6538
 DK6538_MARKER: DQ = CALIBRATION BASE LINE DISK
 DK6538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6538_STAMPING: FOLSOM 400 2005
 DK6538_MARK LOGO: NGS
 DK6538_PROJECTION: FLUSH
 DK6538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6538+STABILITY: SURFACE MOTION
 DK6538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6538+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 DK6538
 DK6538  HISTORY     - Date     Condition        Report By
 DK6538  HISTORY     - 2005     MONUMENTED       NJGS
 DK6538  HISTORY     - 20060926 GOOD             NJGS
 DK6538
 DK6538                          STATION DESCRIPTION
 DK6538
 DK6538'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6538'THE BASELINE IS LOCATED ABOUT 3.1 MI (4.99 KM) SOUTHWEST FROM THE TOWN
 DK6538'OF HAMMONTON, 11.1 MI (17.86 KM) NORTHWEST FROM THE CITY OF EGG HARBOR
 DK6538'CITY AND 9.5 MI (15.29 KM) SOUTHEAST FROM WILLIAMSTOWN.
 DK6538'
 DK6538'TO REACH THE STATION FROM THE JUNCTION OF THE ATLANTIC CITY EXPRESSWAY
 DK6538'(EXIT 28) AND NJ ROUTE 54, GO 1.45 MI (2.33 KM) SOUTHWEST ON ROUTE 54
 DK6538'TO THE STATION ON THE LEFT.  THE STATION IS ALSO 0.6 MI (0.97 KM)
 DK6538'NORTHEAST ON ROUTE 54 FROM US HIGHWAY 322.  THE BASELINE IS LOCATED IN
 DK6538'FOLSOM BOROUGH.  THE BASELINE RUNS PARALLEL WITH THE SOUTHEAST EDGE OF
 DK6538'STATE ROUTE 54 AND IS LOCATED IN A GRASS LANDSCAPED AREA.    THE
 DK6538'BASELINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT AT THE
 DK6538'NORTHEAST END.  IT CONSISTS OF 0, 150, 400, 900 AND 1000 METER POINTS.
 DK6538'THE STATION IS 7.8 M (25.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 DK6538'PAVING OF STATE ROUTE 54, 10.7 M (35.1 FT) NORTH NORTHEAST FROM WOOD
 DK6538'UTILITY POLE NUMBER H5760 AND 40.2 M (131.9 FT) SOUTHWEST FROM WOOD
 DK6538'UTILITY POLE NUMBER H1407.  THIS STATION IS SURROUNDED BY TWO METAL
 DK6538'WITNESS POSTS WITH ATTACHED SIGNS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ5349 ***********************************************************************
 DJ5349  DESIGNATION -  FOLSOM CBL 900
 DJ5349  PID         -  DJ5349
 DJ5349  STATE/COUNTY-  NJ/ATLANTIC
 DJ5349  COUNTRY     -  US
 DJ5349  USGS QUAD   -  NEWTONVILLE (2019)
 DJ5349
 DJ5349                         *CURRENT SURVEY CONTROL
 DJ5349  ______________________________________________________________________
 DJ5349* NAD 83(2011) POSITION- 39 35 44.03650(N) 074 51 00.96665(W)   ADJUSTED
 DJ5349* NAD 83(2011) ELLIP HT-   -14.474 (meters)        (06/27/12)   ADJUSTED
 DJ5349* NAD 83(2011) EPOCH   -  2010.00
 DJ5349* NAVD 88 ORTHO HEIGHT -    19.054 (meters)       62.51  (feet) ADJUSTED
 DJ5349  ______________________________________________________________________
 DJ5349  GEOID HEIGHT    -        -33.546 (meters)                     GEOID18
 DJ5349  NAD 83(2011) X  -  1,286,180.764 (meters)                     COMP
 DJ5349  NAD 83(2011) Y  - -4,750,400.025 (meters)                     COMP
 DJ5349  NAD 83(2011) Z  -  4,043,475.809 (meters)                     COMP
 DJ5349  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 DJ5349  DYNAMIC HEIGHT  -         19.044 (meters)       62.48  (feet) COMP
 DJ5349  MODELED GRAVITY -    980,126.7   (mgal)                       NAVD 88
 DJ5349
 DJ5349  VERT ORDER      -  FIRST     CLASS II
 DJ5349
 DJ5349  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5349  Standards:
 DJ5349         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5349            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5349  -------------------------------------------------------------------
 DJ5349  NETWORK    0.84   2.76           0.37   0.31   1.41     -0.00251742
 DJ5349  -------------------------------------------------------------------
 DJ5349  Click here for local accuracies and other accuracy information.
 DJ5349
 DJ5349.The horizontal coordinates were established by GPS observations
 DJ5349.and adjusted by the National Geodetic Survey in June 2012.
 DJ5349
 DJ5349.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5349.been affixed to the stable North American tectonic plate. See 
 DJ5349.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5349
 DJ5349.The horizontal coordinates are valid at the epoch date displayed above
 DJ5349.which is a decimal equivalence of Year/Month/Day.
 DJ5349
 DJ5349.The orthometric height was determined by differential leveling and
 DJ5349.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5349.in February 2010.
 DJ5349
 DJ5349.No vertical observational check was made to the station.
 DJ5349
 DJ5349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5349.GEOID18 height accuracy estimate available here.
 DJ5349
 DJ5349.Click photographs - Photos may exist for this station.
 DJ5349
 DJ5349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5349
 DJ5349.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5349
 DJ5349.The ellipsoidal height was determined by GPS observations
 DJ5349.and is referenced to NAD 83.
 DJ5349
 DJ5349.The dynamic height is computed by dividing the NAVD 88
 DJ5349.geopotential number by the normal gravity value computed on the
 DJ5349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5349.degrees latitude (g = 980.6199 gals.).
 DJ5349
 DJ5349.The modeled gravity was interpolated from observed gravity values.
 DJ5349
 DJ5349. The following values were computed from the NAD 83(2011) position.
 DJ5349
 DJ5349;                    North         East     Units Scale Factor Converg.
 DJ5349;SPC NJ       -    84,672.864   119,916.481   MT  0.99991114   -0 13 23.7
 DJ5349;SPC NJ       -   277,797.55    393,425.99   sFT  0.99991114   -0 13 23.7
 DJ5349;UTM  18      - 4,382,881.243   512,856.120   MT  0.99960203   +0 05 43.6
 DJ5349
 DJ5349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5349!SPC NJ       -   1.00000227  x   0.99991114  =   0.99991341
 DJ5349!UTM  18      -   1.00000227  x   0.99960203  =   0.99960430
 DJ5349
 DJ5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1285682881(NAD 83)
 DJ5349
 DJ5349                          SUPERSEDED SURVEY CONTROL
 DJ5349
 DJ5349  NAD 83(2007)-  39 35 44.03665(N)    074 51 00.96713(W) AD(2002.00) B
 DJ5349  ELLIP H (03/15/07)  -14.459  (m)                       GP(2002.00) 4 1
 DJ5349  NAVD 88              19.05   (m)           62.5    (f) LEVELING    3  
 DJ5349
 DJ5349.Superseded values are not recommended for survey control.
 DJ5349
 DJ5349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5349.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5349
 DJ5349_MARKER: DQ = CALIBRATION BASE LINE DISK
 DJ5349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5349_STAMPING: FOLSOM 900 2005
 DJ5349_MARK LOGO: NGS
 DJ5349_PROJECTION: FLUSH
 DJ5349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5349+STABILITY: SURFACE MOTION
 DJ5349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5349+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2024
 DJ5349
 DJ5349  HISTORY     - Date     Condition        Report By
 DJ5349  HISTORY     - 2005     MONUMENTED       NJGS
 DJ5349  HISTORY     - 2006     GOOD             NJGS
 DJ5349  HISTORY     - 20060926 GOOD             NJGS
 DJ5349  HISTORY     - 20160526 GOOD             NJGS
 DJ5349  HISTORY     - 20180221 GOOD             NJGS
 DJ5349  HISTORY     - 20240723 GOOD             AAAS
 DJ5349
 DJ5349                          STATION DESCRIPTION
 DJ5349
 DJ5349'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DJ5349'THE BASELINE IS LOCATED ABOUT 4.9 KM (3.1 MI) SOUTHWEST FROM THE TOWN
 DJ5349'OF HAMMONTON, 17.7 KM (11.0 MI ) NORTHWEST FROM THE CITY OF EGG HARBOR
 DJ5349'CITY AND 15.3 KM (9.5 MI) SOUTHEAST FROM WILLIAMSTOWN.  THE BASELINE
 DJ5349'IS LOCATED IN FOLSOM BOROUGH.  THE BASELINE RUNS PARALLEL WITH THE
 DJ5349'SOUTHEAST EDGE OF STATE ROUTE 54 AND IS LOCATED IN A GRASS LANDSCAPED
 DJ5349'AREA.    THE BASELINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER
 DJ5349'POINT AT THE NORTHEAST END.  IT CONSISTS OF 0, 150, 400, 900 AND 1000
 DJ5349'METER POINTS.    TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE
 DJ5349'ROUTE 54 AND THE ATLANTIC CITY EXPRESSWAY AT INTERCHANGE 28, GO
 DJ5349'SOUTHWEST ON STATE ROUTE 54 FOR 1.9 KM (1.2 MI) TO THE STATION ON THE
 DJ5349'LEFT.  THE 0-METER POINT IS ALSO LOCATED JUST SOUTHEAST FROM THE
 DJ5349'JUNCTION OF STATE ROUTE 54 AND MAYS LANDING-BLUE ANCHOR ROAD (COUNTY
 DJ5349'ROAD 561 AND STATE ROUTE 73).
 DJ5349'
 DJ5349'THE 900-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK
 DJ5349'STAMPED, FOLSOM 900 2005 SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT)
 DJ5349'ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND.  IT
 DJ5349'IS 6.8 M (22.3 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF
 DJ5349'STATE ROUTE 54, 11.7 M (38.4 FT) NORTHWEST FROM WOOD UTILITY POLE
 DJ5349'NUMBER H 5899, 44.7 M (146.7 FT) NORTHEAST FROM WOOD UTILITY POLE
 DJ5349'NUMBER H 5896 AND 13.1 M (43.0 FT) SOUTH SOUTHEAST FROM A VERTICAL
 DJ5349'RECTANGULAR TRAFFIC SIGN FOR MILE POST 7.  THIS STATION IS SURROUNDED
 DJ5349'BY TWO METAL WITNESS POSTS WITH ATTACHED SIGNS.
 DJ5349
 DJ5349                          STATION RECOVERY (2006)
 DJ5349
 DJ5349'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DJ5349'THE BASELINE IS LOCATED ABOUT 3.1 MI (4.99 KM) SOUTHWEST FROM THE TOWN
 DJ5349'OF HAMMONTON, 11.0 MI (17.7 KM) NORTHWEST FROM THE CITY OF EGG HARBOR
 DJ5349'CITY AND 9.5 MI (15.29 KM) SOUTHEAST FROM WILLIAMSTOWN.
 DJ5349'
 DJ5349'TO REACH THE STATION FROM THE JUNCTION OF THE ATLANTIC CITY EXPRESSWAY
 DJ5349'(EXIT 28) AND NJ ROUTE 54, GO 1.75 MI (2.82 KM) SOUTHWEST ON ROUTE 54
 DJ5349'TO THE STATION ON THE LEFT.  THE STATION IS ALSO ABOUT 0.25 MI (0.4
 DJ5349'KM) NORTHEAST ON ROUTE 54 FROM US HIGHWAY 322.  THE BASELINE IS
 DJ5349'LOCATED IN FOLSOM BOROUGH.  THE BASELINE RUNS PARALLEL WITH THE
 DJ5349'SOUTHEAST EDGE OF STATE ROUTE 54 AND IS LOCATED IN A GRASS LANDSCAPED
 DJ5349'AREA.    THE BASELINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER
 DJ5349'POINT AT THE NORTHEAST END.  IT CONSISTS OF 0, 150, 400, 900 AND 1000
 DJ5349'METER POINTS.
 DJ5349'
 DJ5349'THE STATION IS 6.8 M (22.3 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 DJ5349'PAVING OF STATE ROUTE 54, 11.7 M (38.4 FT) NORTHWEST FROM WOOD UTILITY
 DJ5349'POLE NUMBER H5899, 44.7 M (146.7 FT) NORTHEAST FROM WOOD UTILITY POLE
 DJ5349'NUMBER H5896 AND 13.1 M (43.0 FT) SOUTH-SOUTHWEST FROM A VERTICAL
 DJ5349'RECTANGULAR TRAFFIC SIGN FOR MILE POST 7.  THIS STATION IS SURROUNDED
 DJ5349'BY TWO METAL WITNESS POSTS WITH ATTACHED SIGNS.
 DJ5349
 DJ5349                          STATION RECOVERY (2016)
 DJ5349
 DJ5349'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 DJ5349'RECOVERED IN GOOD CONDITION.
 DJ5349
 DJ5349                          STATION RECOVERY (2018)
 DJ5349
 DJ5349'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DJ5349'UPDATE TO TIES AS FOLLOWS.  IT IS 44.7 M (146.7 FT) NORTHWEST OF WOOD
 DJ5349'UTILITY POLE NUMBER BT134FO, 22.8 M (74.8 FT) EAST-NORTHEAST OF A
 DJ5349'ROADSIDE DRAINAGE INLET, 18.3 M (60.0 FT) NORTH-NORTHEAST OF A
 DJ5349'DRAINAGE INLET, 13.0 M (42.7 FT) SOUTH-SOUTHEAST OF A RECTANGULAR MILE
 DJ5349'POST SIGN 7, 11.7 M (38.4 FT) WEST-NORTHWEST OF WOOD UTILITY POLE
 DJ5349'NUMBER H5899, 6.5 M (21.3 FT) EAST-SOUTHEAST OF SE EDGE OF PAVEMENT OF
 DJ5349'ROUTE 54.  THE STATION HAS ONE METAL WITNESS POST NEARBY.
 DJ5349
 DJ5349                          STATION RECOVERY (2024)
 DJ5349
 DJ5349'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DJ5349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3075 ***********************************************************************
 JU3075  DESIGNATION -  FOOT
 JU3075  PID         -  JU3075
 JU3075  STATE/COUNTY-  NJ/CAMDEN
 JU3075  COUNTRY     -  US
 JU3075  USGS QUAD   -  CAMDEN (2019)
 JU3075
 JU3075                         *CURRENT SURVEY CONTROL
 JU3075  ______________________________________________________________________
 JU3075* NAD 83(1996) POSITION- 39 57 55.07567(N) 075 04 27.08222(W)   ADJUSTED
 JU3075* NAVD 88 ORTHO HEIGHT -    14.    (meters)       46.    (feet) SCALED
 JU3075  ______________________________________________________________________
 JU3075  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 JU3075  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3075.GEOID18 height accuracy estimate available here.
 JU3075
 JU3075.Click photographs - Photos may exist for this station.
 JU3075
 JU3075.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3075
 JU3075. The following values were computed from the NAD 83(1996) position.
 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       -  CAMDEN                                   240 18 13.9
 JU3075:SPC PA S     -  CAMDEN                                   238 11 56.3
 JU3075:UTM  18      -  CAMDEN                                   239 58 57.7
 JU3075
 JU3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9366423908(NAD 83)
 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
 JU3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3075.See file dsdata.pdf to determine how the superseded data were derived.
 JU3075
 JU3075_MARKER: DS = TRIANGULATION STATION DISK
 JU3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3075_STAMPING: FOOT 1933
 JU3075_MARK LOGO: CGS
 JU3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3075+STABILITY: SURFACE MOTION
 JU3075
 JU3075  HISTORY     - Date     Condition        Report By
 JU3075  HISTORY     - 1933     MONUMENTED       CGS
 JU3075  HISTORY     - 1935     GOOD             CGS
 JU3075  HISTORY     - 1946     GOOD             CGS
 JU3075  HISTORY     - 20070714 MARK NOT FOUND   UE
 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.
 JU3075
 JU3075                          STATION RECOVERY (2007)
 JU3075
 JU3075'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3075'FORTY SEVENTH STREET APPEARS TO HAVE BEEN EXTENDED A FEW YARDS. 34.5
 JU3075'FEET NORTHWEST ALONG THE CURBLINE FROM THE ENDPOINT OF THE SOUTHWEST
 JU3075'CURB COMES TO A POINT IN BITUMINOUS PAVEMENT ABOUT A FOOT BEHIND THE
 JU3075'FACE OF GUIDE RAIL RUNNING ACROSS THE STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AR5415 ***********************************************************************
 AR5415  DESIGNATION -  FOOT RM 2
 AR5415  PID         -  AR5415
 AR5415  STATE/COUNTY-  NJ/CAMDEN
 AR5415  COUNTRY     -  US
 AR5415  USGS QUAD   -  CAMDEN (2019)
 AR5415
 AR5415                         *CURRENT SURVEY CONTROL
 AR5415  ______________________________________________________________________
 AR5415* NAD 83(1986) POSITION- 39 57 54.45   (N) 075 04 26.14   (W)   HD_HELD1
 AR5415* NAVD 88 ORTHO HEIGHT -    16.635 (meters)       54.58  (feet) ADJUSTED
 AR5415  ______________________________________________________________________
 AR5415  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 AR5415  DYNAMIC HEIGHT  -         16.627 (meters)       54.55  (feet) COMP
 AR5415  MODELED GRAVITY -    980,188.4   (mgal)                       NAVD 88
 AR5415
 AR5415  VERT ORDER      -  FIRST     CLASS II
 AR5415
 AR5415.The horizontal coordinates were determined by differentially corrected
 AR5415.hand held GPS observations or other comparable positioning techniques
 AR5415.and have an estimated accuracy of +/- 3 meters.
 AR5415
 AR5415.The orthometric height was determined by differential leveling and
 AR5415.adjusted by the NATIONAL GEODETIC SURVEY
 AR5415.in March 2005.
 AR5415
 AR5415.No vertical observational check was made to the station.
 AR5415
 AR5415.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR5415.GEOID18 height accuracy estimate available here.
 AR5415
 AR5415.Click photographs - Photos may exist for this station.
 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       -   125,800.2     100,969.9     MT  (+/- 3 meters HH1 GPS) 
 AR5415
 AR5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9368623889(NAD 83)
 AR5415
 AR5415                          SUPERSEDED SURVEY CONTROL
 AR5415
 AR5415.No superseded survey control is available for this station.
 AR5415
 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 SUITABLE FOR
 AR5415+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 AR5415
 AR5415  HISTORY     - Date     Condition        Report By
 AR5415  HISTORY     - 1933     MONUMENTED       CGS
 AR5415  HISTORY     - 20000711 GOOD             NJGS
 AR5415  HISTORY     - 20070216 GOOD             UE
 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.
 AR5415
 AR5415                          STATION RECOVERY (2007)
 AR5415
 AR5415'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AR5415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4043 ***********************************************************************
 KV4043  DESIGNATION -  FORD
 KV4043  PID         -  KV4043
 KV4043  STATE/COUNTY-  NJ/BERGEN
 KV4043  COUNTRY     -  US
 KV4043  USGS QUAD   -  WEEHAWKEN (2016)
 KV4043
 KV4043                         *CURRENT SURVEY CONTROL
 KV4043  ______________________________________________________________________
 KV4043* NAD 83(1996) POSITION- 40 49 19.65056(N) 074 07 24.35690(W)   ADJUSTED
 KV4043* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4043  ______________________________________________________________________
 KV4043  GEOID HEIGHT    -        -32.155 (meters)                     GEOID18
 KV4043  LAPLACE CORR    -          6.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4043.GEOID18 height accuracy estimate available here.
 KV4043
 KV4043.Click photographs - Photos may exist for this station.
 KV4043
 KV4043.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4043
 KV4043. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7391819381(NAD 83)
 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  USSD        -  40 49 19.66600(N)    074 07 25.73500(W) AD(       ) 3
 KV4043
 KV4043.Superseded values are not recommended for survey control.
 KV4043
 KV4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4043.See file dsdata.pdf to determine how the superseded data were derived.
 KV4043
 KV4043_MARKER: Z = SEE DESCRIPTION
 KV4043_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV4043_SP_SET: DRIVEWAY
 KV4043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4839 ***********************************************************************
 KV4839  DESIGNATION -  FORDS GENERAL CERAMICS CHIMNEY
 KV4839  PID         -  KV4839
 KV4839  STATE/COUNTY-  NJ/MIDDLESEX
 KV4839  COUNTRY     -  US
 KV4839  USGS QUAD   -  PERTH AMBOY (2016)
 KV4839
 KV4839                         *CURRENT SURVEY CONTROL
 KV4839  ______________________________________________________________________
 KV4839* NAD 83(1996) POSITION- 40 31 51.87439(N) 074 20 24.17221(W)   ADJUSTED
 KV4839  ______________________________________________________________________
 KV4839  GEOID HEIGHT    -        -32.678 (meters)                     GEOID18
 KV4839  LAPLACE CORR    -          5.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4839.GEOID18 height accuracy estimate available here.
 KV4839
 KV4839.Click photographs - Photos may exist for this station.
 KV4839
 KV4839.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4839
 KV4839. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5589486913(NAD 83)
 KV4839
 KV4839                          SUPERSEDED SURVEY CONTROL
 KV4839
 KV4839  NAD 83(1996)-  40 31 51.87438(N)    074 20 24.17292(W) AD(       ) 3
 KV4839  NAD 83(1986)-  40 31 51.87763(N)    074 20 24.17144(W) AD(       ) 3
 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
 KV4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4839.See file dsdata.pdf to determine how the superseded data were derived.
 KV4839
 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 = JULY 24, 2026 22:12:30 EDT
 KV4851 ***********************************************************************
 KV4851  DESIGNATION -  FORDS HAYDEN CHEMICAL CO TANK
 KV4851  PID         -  KV4851
 KV4851  STATE/COUNTY-  NJ/MIDDLESEX
 KV4851  COUNTRY     -  US
 KV4851  USGS QUAD   -  PERTH AMBOY (2016)
 KV4851
 KV4851                         *CURRENT SURVEY CONTROL
 KV4851  ______________________________________________________________________
 KV4851* NAD 83(1996) POSITION- 40 30 51.70026(N) 074 19 21.58498(W)   ADJUSTED
 KV4851  ______________________________________________________________________
 KV4851  GEOID HEIGHT    -        -32.621 (meters)                     GEOID18
 KV4851  LAPLACE CORR    -          5.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4851.GEOID18 height accuracy estimate available here.
 KV4851
 KV4851.Click photographs - Photos may exist for this station.
 KV4851
 KV4851.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4851
 KV4851. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5738185069(NAD 83)
 KV4851
 KV4851                          SUPERSEDED SURVEY CONTROL
 KV4851
 KV4851  NAD 83(1996)-  40 30 51.70006(N)    074 19 21.58552(W) AD(       ) 3
 KV4851  NAD 83(1986)-  40 30 51.70247(N)    074 19 21.58340(W) AD(       ) 3
 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
 KV4851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4851.See file dsdata.pdf to determine how the superseded data were derived.
 KV4851
 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 = JULY 24, 2026 22:12:30 EDT
 KV4856 ***********************************************************************
 KV4856  DESIGNATION -  FORDS HAYDEN CHEMICAL CO CHIM
 KV4856  PID         -  KV4856
 KV4856  STATE/COUNTY-  NJ/MIDDLESEX
 KV4856  COUNTRY     -  US
 KV4856  USGS QUAD   -  PERTH AMBOY (2016)
 KV4856
 KV4856                         *CURRENT SURVEY CONTROL
 KV4856  ______________________________________________________________________
 KV4856* NAD 83(1996) POSITION- 40 30 50.49582(N) 074 19 16.97207(W)   ADJUSTED
 KV4856  ______________________________________________________________________
 KV4856  GEOID HEIGHT    -        -32.618 (meters)                     GEOID18
 KV4856  LAPLACE CORR    -          5.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4856.GEOID18 height accuracy estimate available here.
 KV4856
 KV4856.Click photographs - Photos may exist for this station.
 KV4856
 KV4856.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4856
 KV4856. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5749085032(NAD 83)
 KV4856
 KV4856                          SUPERSEDED SURVEY CONTROL
 KV4856
 KV4856  NAD 83(1996)-  40 30 50.49566(N)    074 19 16.97262(W) AD(       ) 3
 KV4856  NAD 83(1986)-  40 30 50.49812(N)    074 19 16.97050(W) AD(       ) 3
 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
 KV4856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4856.See file dsdata.pdf to determine how the superseded data were derived.
 KV4856
 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 = JULY 24, 2026 22:12:30 EDT
 KV4836 ***********************************************************************
 KV4836  DESIGNATION -  FORDS PORCELAIN CO TANK
 KV4836  PID         -  KV4836
 KV4836  STATE/COUNTY-  NJ/MIDDLESEX
 KV4836  COUNTRY     -  US
 KV4836  USGS QUAD   -  PERTH AMBOY (2016)
 KV4836
 KV4836                         *CURRENT SURVEY CONTROL
 KV4836  ______________________________________________________________________
 KV4836* NAD 83(1996) POSITION- 40 31 35.58193(N) 074 19 02.99676(W)   ADJUSTED
 KV4836  ______________________________________________________________________
 KV4836  GEOID HEIGHT    -        -32.617 (meters)                     GEOID18
 KV4836  LAPLACE CORR    -          5.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4836.GEOID18 height accuracy estimate available here.
 KV4836
 KV4836.Click photographs - Photos may exist for this station.
 KV4836
 KV4836.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4836
 KV4836. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5780886425(NAD 83)
 KV4836
 KV4836                          SUPERSEDED SURVEY CONTROL
 KV4836
 KV4836  NAD 83(1996)-  40 31 35.58185(N)    074 19 02.99727(W) AD(       ) 3
 KV4836  NAD 83(1986)-  40 31 35.58434(N)    074 19 02.99487(W) AD(       ) 3
 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
 KV4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4836.See file dsdata.pdf to determine how the superseded data were derived.
 KV4836
 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 = JULY 24, 2026 22:12:30 EDT
 KU4047 ***********************************************************************
 KU4047  DESIGNATION -  FOREST
 KU4047  PID         -  KU4047
 KU4047  STATE/COUNTY-  NJ/BERGEN
 KU4047  COUNTRY     -  US
 KU4047  USGS QUAD   -  YONKERS (2019)
 KU4047
 KU4047                         *CURRENT SURVEY CONTROL
 KU4047  ______________________________________________________________________
 KU4047* NAD 83(1996) POSITION- 40 58 54.05829(N) 073 54 21.13253(W)   ADJUSTED
 KU4047* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU4047  ______________________________________________________________________
 KU4047  GEOID HEIGHT    -        -31.319 (meters)                     GEOID18
 KU4047  LAPLACE CORR    -          6.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4047.GEOID18 height accuracy estimate available here.
 KU4047
 KU4047.Click photographs - Photos may exist for this station.
 KU4047
 KU4047.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4047
 KU4047. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000480  x   0.99993075  =   0.99993555
 KU4047!SPC NY L     -   1.00000480  x   0.99999753  =   1.00000233
 KU4047!UTM  18      -   1.00000480  x   0.99970427  =   0.99970907
 KU4047
 KU4047:                Primary Azimuth Mark                     Grid Az
 KU4047:SPC NJ       -  GREYSTONE UNTERMEYER 1921                138 46 54.1
 KU4047:SPC NY E     -  GREYSTONE UNTERMEYER 1921                138 46 54.1
 KU4047:SPC NY L     -  GREYSTONE UNTERMEYER 1921                139 06 35.2
 KU4047:UTM  18      -  GREYSTONE UNTERMEYER 1921                138 27 13.4
 KU4047
 KU4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9204437300(NAD 83)
 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 0493302.7 |
 KU4047| KU3665 GREEN TANK                          APPROX. 3.6 KM 0630324.4 |
 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                                480.925 METERS 3534448.8 |
 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
 KU4047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4047.See file dsdata.pdf to determine how the superseded data were derived.
 KU4047
 KU4047_MARKER: DE = TRAVERSE STATION DISK
 KU4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4047_STAMPING: FOREST 1930
 KU4047_MARK LOGO: CGS
 KU4047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4047+STABILITY: SURFACE MOTION
 KU4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4047+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2006
 KU4047
 KU4047  HISTORY     - Date     Condition        Report By
 KU4047  HISTORY     - 1930     MONUMENTED       CGS
 KU4047  HISTORY     - 1939     MARK NOT FOUND   CGS
 KU4047  HISTORY     - 20061216 GOOD             GEOCAC
 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.
 KU4047
 KU4047                          STATION RECOVERY (2006)
 KU4047
 KU4047'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU4047'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DISK IS A USC AND GS
 KU4047'TRAVERSE STATION DISK STAMPED FOREST 1930.
 KU4047'
 KU4047'THE TWO PIERS HAVE DETERIORATED AND ONLY TWO STONE JETTIES AND SOME
 KU4047'PILINGS REMAIN.  THE GRASSY PLAZA HAS BEEN OVERGROWN BY BRAMBLES AND
 KU4047'PHRAGMITES.  THE STATION IS NEAR THE FOOT OF THE NORTH STONE JETTY,
 KU4047'3.33 FEET PERPENDICULAR TO AND WEST OF (BEHIND) A CORRUGATED IRON
 KU4047'BULKHEAD AND 10.33 FEET FROM THE NORTH END OF THE BULKHEAD AS
 KU4047'MEASURED SOUTH ALONG THE BULKHEAD.
 KU4047'
 KU4047'THE BULKHEAD WAS EVIDENTLY PUT IN PLACE IN THE 1930S AND THE FILL
 KU4047'BEHIND IT COVERED THE STATION AS PER THE 1939 REPORT.  AT THIS TIME,
 KU4047'THE FILL BEHIND THE NORTH END OF THE BULKHEAD HAS WASHED OUT AND THE
 KU4047'STATION IS EXPOSED.
 KU4047'
 KU4047'A NEW TO REACH FOLLOWS -
 KU4047'
 KU4047'FROM ROUTE 9W AND ROUTE I-95 IN FORT LEE, NEW JERSEY, PROCEED  NORTH
 KU4047'ALONG ROUTE 9W ABOUT 7 MILES TO THE ENTRANCE TO PALISADES INTERSTATE
 KU4047'PARK ON THE RIGHT.  PROCEED INTO THE PARK AND DOWN THE PARK ROAD TO
 KU4047'THE ALPINE BOAT BASIN AT THE SHORE. PARK VEHICLE HERE AND PACK ABOUT
 KU4047'3.5 MILES NORTH ALONG THE WHITE BLAZED SHORE PATH TO FOREST VIEW PIERS
 KU4047'AND THE STATION ON THE SHORE AT THE FOOT OF THE NORTH STONE JETTY.
 KU4047'
 KU4047'USE A HAND HELD GPS FOR GUIDANCE AT THIS POINT. THE STONE JETTIES ARE
 KU4047'NOT VISIBLE FROM THE PATH DUE TO THE HEAVY GROWTH OF VEGETATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2649 ***********************************************************************
 JU2649  DESIGNATION -  FORK
 JU2649  PID         -  JU2649
 JU2649  STATE/COUNTY-  NJ/OCEAN
 JU2649  COUNTRY     -  US
 JU2649  USGS QUAD   -  FORKED RIVER (2019)
 JU2649
 JU2649                         *CURRENT SURVEY CONTROL
 JU2649  ______________________________________________________________________
 JU2649* NAD 83(1996) POSITION- 39 50 07.38034(N) 074 08 58.00474(W)   ADJUSTED
 JU2649* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2649  ______________________________________________________________________
 JU2649  GEOID HEIGHT    -        -33.134 (meters)                     GEOID18
 JU2649  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2649.GEOID18 height accuracy estimate available here.
 JU2649
 JU2649.Click photographs - Photos may exist for this station.
 JU2649
 JU2649.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2649
 JU2649. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7277709832(NAD 83)
 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
 JU2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2649.See file dsdata.pdf to determine how the superseded data were derived.
 JU2649
 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 = JULY 24, 2026 22:12:30 EDT
 CB1523 ***********************************************************************
 CB1523  DESIGNATION -  FORK RM 1
 CB1523  PID         -  CB1523
 CB1523  STATE/COUNTY-  NJ/ATLANTIC
 CB1523  COUNTRY     -  US
 CB1523  USGS QUAD   -  PLEASANTVILLE (2019)
 CB1523
 CB1523                         *CURRENT SURVEY CONTROL
 CB1523  ______________________________________________________________________
 CB1523* NAD 83(1986) POSITION- 39 28 40.30   (N) 074 33 00.13   (W)   HD_HELD1
 CB1523* NAVD 88 ORTHO HEIGHT -    20.118 (meters)       66.00  (feet) ADJUSTED
 CB1523  ______________________________________________________________________
 CB1523  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 CB1523  DYNAMIC HEIGHT  -         20.108 (meters)       65.97  (feet) COMP
 CB1523  MODELED GRAVITY -    980,128.5   (mgal)                       NAVD 88
 CB1523
 CB1523  VERT ORDER      -  FIRST     CLASS II
 CB1523
 CB1523.The horizontal coordinates were determined by differentially corrected
 CB1523.hand held GPS observations or other comparable positioning techniques
 CB1523.and have an estimated accuracy of +/- 3 meters.
 CB1523
 CB1523.The orthometric height was determined by differential leveling and
 CB1523.adjusted by the NATIONAL GEODETIC SURVEY
 CB1523.in April 2013.
 CB1523
 CB1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1523.GEOID18 height accuracy estimate available here.
 CB1523
 CB1523.Click photographs - Photos may exist for this station.
 CB1523
 CB1523.The dynamic height is computed by dividing the NAVD 88
 CB1523.geopotential number by the normal gravity value computed on the
 CB1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1523.degrees latitude (g = 980.6199 gals.).
 CB1523
 CB1523.The modeled gravity was interpolated from observed gravity values.
 CB1523
 CB1523;                    North         East    Units  Estimated Accuracy
 CB1523;SPC NJ       -    71,548.5     145,695.3     MT  (+/- 3 meters HH1 GPS) 
 CB1523
 CB1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3869969904(NAD 83)
 CB1523
 CB1523                          SUPERSEDED SURVEY CONTROL
 CB1523
 CB1523.No superseded survey control is available for this station.
 CB1523
 CB1523_MARKER: DR = REFERENCE MARK DISK
 CB1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1523_STAMPING: FORK NO. 1 1932
 CB1523_MARK LOGO: CGS
 CB1523_PROJECTION: RECESSED 5 CENTIMETERS
 CB1523_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1523+STABILITY: SURFACE MOTION
 CB1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB1523+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2010
 CB1523
 CB1523  HISTORY     - Date     Condition        Report By
 CB1523  HISTORY     - 1932     MONUMENTED       CGS
 CB1523  HISTORY     - 20100920 GOOD             NJGS
 CB1523
 CB1523                          STATION DESCRIPTION
 CB1523
 CB1523'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 CB1523'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP, NEAR THE SOUTHWEST CORNER
 CB1523'OF THE JUNCTION OF JIM LEEDS ROAD (COUNTY ROAD 561) AND SPRUCE AVENUE,
 CB1523'ON THE SOUTH SIDE OF JIM LEEDS ROAD.
 CB1523'
 CB1523'TO REACH THE STATION FROM THE Y-JUNCTION WITH JIM LEEDS ROAD (COUNTY
 CB1523'ROAD 561) AND DUERER STREET, GO EAST ON JIM LEEDS ROAD FOR ABOUT 135
 CB1523'FT (41.1 M) TO THE STATION ON THE RIGHT, SET ABOUT 0.05 M (0.2 FT)
 CB1523'BELOW THE GROUND, AT THE EDGE OF THE PAVING, IN FRONT OF A ONE STORY
 CB1523'FRAME HOUSE, NUMBER 116.
 CB1523'
 CB1523'THE STATION IS 61.0 FT (18.6 M) NORTHWEST FROM THE CENTER LINE OF
 CB1523'SPRUCE STREET, 20.4 FT (6.2 M) SOUTH-SOUTHWEST FROM THE CENTER LINE OF
 CB1523'JIM LEEDS ROAD, 3.9 FT (1.2 M) WEST FROM A METAL POST WITH RECTANGULAR
 CB1523'TRAFFIC SIGN SPEED LIMIT 45 ATTACHED, 63.1 FT (19.2 M) NORTH-NORTHWEST
 CB1523'FROM A YELLOW PAINTED FIRE HYDRANT ON THE NORTHWEST SIDE OF SPRUCE
 CB1523'STREET, 56.8 FT (17.3 M) NORTH FROM THE EAST CORNER OF HOUSE NUMBER
 CB1523'116, 54.5 FT (16.6 M) EAST FROM THE NORTH CORNER OF HOUSE NUMBER 116,
 CB1523'56.6 FT (17.3 M) EAST-SOUTHEAST FROM A WOOD UTILITY POLE WITH NO
 CB1523'NUMBER AND 1.0 FT (0.3 M) NORTH FROM A METAL POST WITH WITNESS SIGN
 CB1523'ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB1524 ***********************************************************************
 CB1524  DESIGNATION -  FORK RM 2
 CB1524  PID         -  CB1524
 CB1524  STATE/COUNTY-  NJ/ATLANTIC
 CB1524  COUNTRY     -  US
 CB1524  USGS QUAD   -  PLEASANTVILLE (2019)
 CB1524
 CB1524                         *CURRENT SURVEY CONTROL
 CB1524  ______________________________________________________________________
 CB1524* NAD 83(1986) POSITION- 39 28 40.77   (N) 074 33 02.98   (W)   HD_HELD1
 CB1524* NAVD 88 ORTHO HEIGHT -    19.852 (meters)       65.13  (feet) ADJUSTED
 CB1524  ______________________________________________________________________
 CB1524  GEOID HEIGHT    -        -33.812 (meters)                     GEOID18
 CB1524  DYNAMIC HEIGHT  -         19.842 (meters)       65.10  (feet) COMP
 CB1524  MODELED GRAVITY -    980,128.5   (mgal)                       NAVD 88
 CB1524
 CB1524  VERT ORDER      -  FIRST     CLASS II
 CB1524
 CB1524.The horizontal coordinates were determined by differentially corrected
 CB1524.hand held GPS observations or other comparable positioning techniques
 CB1524.and have an estimated accuracy of +/- 3 meters.
 CB1524
 CB1524.The orthometric height was determined by differential leveling and
 CB1524.adjusted by the NATIONAL GEODETIC SURVEY
 CB1524.in April 2013.
 CB1524
 CB1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1524.GEOID18 height accuracy estimate available here.
 CB1524
 CB1524.Click photographs - Photos may exist for this station.
 CB1524
 CB1524.The dynamic height is computed by dividing the NAVD 88
 CB1524.geopotential number by the normal gravity value computed on the
 CB1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1524.degrees latitude (g = 980.6199 gals.).
 CB1524
 CB1524.The modeled gravity was interpolated from observed gravity values.
 CB1524
 CB1524;                    North         East    Units  Estimated Accuracy
 CB1524;SPC NJ       -    71,563.0     145,627.2     MT  (+/- 3 meters HH1 GPS) 
 CB1524
 CB1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3863169918(NAD 83)
 CB1524
 CB1524                          SUPERSEDED SURVEY CONTROL
 CB1524
 CB1524.No superseded survey control is available for this station.
 CB1524
 CB1524_MARKER: DR = REFERENCE MARK DISK
 CB1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1524_STAMPING: FORK NO. 2 1932
 CB1524_MARK LOGO: CGS
 CB1524_PROJECTION: RECESSED 8 CENTIMETERS
 CB1524_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1524+STABILITY: SURFACE MOTION
 CB1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB1524+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 CB1524
 CB1524  HISTORY     - Date     Condition        Report By
 CB1524  HISTORY     - 1932     MONUMENTED       CGS
 CB1524  HISTORY     - 20100520 GOOD             NJGS
 CB1524
 CB1524                          STATION DESCRIPTION
 CB1524
 CB1524'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 CB1524'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTH SIDE OF JIM
 CB1524'LEEDS ROAD (COUNTY ROAD 633) AND TULIP AVENUE.
 CB1524'
 CB1524'TO REACH THE STATION FROM THE SKEWED Y-JUNCTION OF JIM LEEDS ROAD AND
 CB1524'DUERER STREET (COUNTY ROAD 561), GO WEST ON JIM LEEDS ROAD FOR ABOUT
 CB1524'50 FT (15.2 M) TO THE STATION ON THE LEFT, AT THE SOUTH EDGE OF PAVING
 CB1524'OF JIM LEEDS ROAD, JUST WEST OF A CONCRETE AND STONE DRIVEWAY LEADING
 CB1524'TO A ONE STORY FRAME HOUSE, NUMBER 118.
 CB1524'
 CB1524'THE STATION IS 19.5 FT (5.9 M) SOUTHWEST FROM THE CENTER LINE OF JIM
 CB1524'LEEDS ROAD, 45.0 FT (13.7 M) SOUTHEAST FROM THE CENTER LINE OF TULIP
 CB1524'AVENUE, A DEAD END STREET, 10.5 FT (3.2 M) NORTHWEST FROM THE CENTER
 CB1524'LINE OF DRIVEWAY LEADING TO HOUSE NUMBER 118, 44.9 FT (13.7 M) NORTH
 CB1524'FROM THE NORTH CORNER OF HOUSE NUMBER 118, 27.3 FT (8.3 M) EAST FROM A
 CB1524'WOOD UTILITY POLE WITH NO NUMBER ADJACENT TO WOOD UTILITY POLE NUMBER
 CB1524'P28287 AND 1.0 FT (0.3 M) NORTH FROM A METAL POST WITH WITNESS SIGN
 CB1524'ATTACHED.
 CB1524'
 CB1524'THE STATION IS 192.7 FT (58.7 M) FROM STATION REFERENCE MARK 1,
 CB1524'MEASURED ALONG JIM LEEDS ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB1525 ***********************************************************************
 CB1525  DESIGNATION -  FORK RM 3
 CB1525  PID         -  CB1525
 CB1525  STATE/COUNTY-  NJ/ATLANTIC
 CB1525  COUNTRY     -  US
 CB1525  USGS QUAD   -  PLEASANTVILLE (2019)
 CB1525
 CB1525                         *CURRENT SURVEY CONTROL
 CB1525  ______________________________________________________________________
 CB1525* NAD 83(1986) POSITION- 39 28 44.     (N) 074 33 28.     (W)   SCALED
 CB1525* NAVD 88 ORTHO HEIGHT -    17.762 (meters)       58.27  (feet) ADJUSTED
 CB1525  ______________________________________________________________________
 CB1525  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 CB1525  DYNAMIC HEIGHT  -         17.753 (meters)       58.24  (feet) COMP
 CB1525  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 CB1525
 CB1525  VERT ORDER      -  FIRST     CLASS II
 CB1525
 CB1525.The horizontal coordinates were scaled from a map and have
 CB1525.an estimated accuracy of +/- 6 seconds.
 CB1525
 CB1525.The orthometric height was determined by differential leveling and
 CB1525.adjusted by the NATIONAL GEODETIC SURVEY
 CB1525.in April 2013.
 CB1525
 CB1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1525.GEOID18 height accuracy estimate available here.
 CB1525
 CB1525.Click photographs - Photos may exist for this station.
 CB1525
 CB1525.The dynamic height is computed by dividing the NAVD 88
 CB1525.geopotential number by the normal gravity value computed on the
 CB1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1525.degrees latitude (g = 980.6199 gals.).
 CB1525
 CB1525.The modeled gravity was interpolated from observed gravity values.
 CB1525
 CB1525;                    North         East    Units  Estimated Accuracy
 CB1525;SPC NJ       -    71,660.      145,030.      MT  (+/- 180 meters Scaled)
 CB1525
 CB1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ380700(NAD 83)
 CB1525
 CB1525                          SUPERSEDED SURVEY CONTROL
 CB1525
 CB1525.No superseded survey control is available for this station.
 CB1525
 CB1525_MARKER: DR = REFERENCE MARK DISK
 CB1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1525_STAMPING: FORK NO. 3 1932
 CB1525_MARK LOGO: CGS
 CB1525_PROJECTION: RECESSED 15 CENTIMETERS
 CB1525_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1525+STABILITY: SURFACE MOTION
 CB1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB1525+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 CB1525
 CB1525  HISTORY     - Date     Condition        Report By
 CB1525  HISTORY     - 1932     MONUMENTED       CGS
 CB1525  HISTORY     - 20100520 GOOD             NJGS
 CB1525
 CB1525                          STATION DESCRIPTION
 CB1525
 CB1525'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 CB1525'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTH SIDE OF JIM
 CB1525'LEEDS ROAD (COUNTY ROAD 633).
 CB1525'
 CB1525'TO REACH THE STATION FROM THE SKEWED WYE JUNCTION WITH JIM LEEDS ROAD,
 CB1525'COUNTY ROAD 633 AND WEST DUERER STREET (COUNTY ROAD 561), GO WEST ON
 CB1525'JIM LEEDS ROAD FOR 0.30 MI (0.5 KM) TO THE STATION ON THE LEFT, SET
 CB1525'ABOUT 0.2 M (0.7 FT) BELOW THE GROUND IN FRONT OF A VACANT WOODED LOT.
 CB1525'THE STATION IS 120.6 FT (36.8 M) EAST-SOUTHEAST FROM THE CENTER LINE
 CB1525'OF AVENUE A, 181.0 FT (55.2 M) WEST-NORTHWEST FROM THE CENTER LINE OF
 CB1525'ZENIA AVENUE, 32.0 FT (9.8 M) WEST-NORTHWEST FROM WOOD UTILITY POLE
 CB1525'NUMBER P5038, 20.0 FT (6.1 M) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 CB1525'JIM LEEDS ROAD, 151.0 FT (46.0 M) WEST-NORTHWEST FROM WOOD UTILITY
 CB1525'POLE NUMBER P32184, 56.0 FT (17.1 M) NORTHWEST FROM THE NORTHWEST
 CB1525'CORNER OF A 6 FT (1.8 M) HIGH WOOD STOCKADE FENCE AND 3.2 FT (1.0 M)
 CB1525'NORTH-NORTHEAST FROM A METAL POST WITH WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2634 ***********************************************************************
 JU2634  DESIGNATION -  FORKED RIVER
 JU2634  PID         -  JU2634
 JU2634  STATE/COUNTY-  NJ/OCEAN
 JU2634  COUNTRY     -  US
 JU2634  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2634
 JU2634                         *CURRENT SURVEY CONTROL
 JU2634  ______________________________________________________________________
 JU2634* NAD 83(1996) POSITION- 39 48 07.21473(N) 074 05 36.23509(W)   ADJUSTED
 JU2634* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 JU2634  ______________________________________________________________________
 JU2634  GEOID HEIGHT    -        -33.244 (meters)                     GEOID18
 JU2634  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2634.GEOID18 height accuracy estimate available here.
 JU2634
 JU2634.Click photographs - Photos may exist for this station.
 JU2634
 JU2634.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2634
 JU2634. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000403  x   0.99991492  =   0.99991895
 JU2634!UTM  18      -   1.00000403  x   0.99967415  =   0.99967818
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7761006175(NAD 83)
 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
 JU2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2634.See file dsdata.pdf to determine how the superseded data were derived.
 JU2634
 JU2634_MARKER: DS = TRIANGULATION STATION DISK
 JU2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2634_STAMPING: FORKED RIVER 1932
 JU2634_MARK LOGO: CGS
 JU2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2634+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2627 ***********************************************************************
 JU2627  DESIGNATION -  FORKED RIVER 2
 JU2627  PID         -  JU2627
 JU2627  STATE/COUNTY-  NJ/OCEAN
 JU2627  COUNTRY     -  US
 JU2627  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2627
 JU2627                         *CURRENT SURVEY CONTROL
 JU2627  ______________________________________________________________________
 JU2627* NAD 83(2011) POSITION- 39 48 09.36172(N) 074 05 37.76631(W)   ADJUSTED
 JU2627* NAD 83(2011) ELLIP HT-   -30.293 (meters)        (06/27/12)   ADJUSTED
 JU2627* NAD 83(2011) EPOCH   -  2010.00
 JU2627* NAVD 88 ORTHO HEIGHT -     2.972 (meters)        9.75  (feet) ADJUSTED
 JU2627  ______________________________________________________________________
 JU2627  GEOID HEIGHT    -        -33.243 (meters)                     GEOID18
 JU2627  NAD 83(2011) X  -  1,344,756.382 (meters)                     COMP
 JU2627  NAD 83(2011) Y  - -4,718,873.351 (meters)                     COMP
 JU2627  NAD 83(2011) Z  -  4,061,151.928 (meters)                     COMP
 JU2627  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 JU2627  DYNAMIC HEIGHT  -          2.971 (meters)        9.75  (feet) COMP
 JU2627  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 JU2627
 JU2627  VERT ORDER      -  FIRST     CLASS II
 JU2627
 JU2627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2627  Standards:
 JU2627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2627  -------------------------------------------------------------------
 JU2627  NETWORK    0.82   1.33           0.36   0.31   0.68      0.12714369
 JU2627  -------------------------------------------------------------------
 JU2627  Click here for local accuracies and other accuracy information.
 JU2627
 JU2627.The horizontal coordinates were established by GPS observations
 JU2627.and adjusted by the National Geodetic Survey in June 2012.
 JU2627
 JU2627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2627.been affixed to the stable North American tectonic plate. See 
 JU2627.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2627
 JU2627.The horizontal coordinates are valid at the epoch date displayed above
 JU2627.which is a decimal equivalence of Year/Month/Day.
 JU2627
 JU2627.The orthometric height was determined by differential leveling and
 JU2627.adjusted by the NATIONAL GEODETIC SURVEY
 JU2627.in September 2015.
 JU2627
 JU2627.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2627.GEOID18 height accuracy estimate available here.
 JU2627
 JU2627.Click photographs - Photos may exist for this station.
 JU2627
 JU2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2627
 JU2627.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2627
 JU2627.The ellipsoidal height was determined by GPS observations
 JU2627.and is referenced to NAD 83.
 JU2627
 JU2627.The dynamic height is computed by dividing the NAVD 88
 JU2627.geopotential number by the normal gravity value computed on the
 JU2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2627.degrees latitude (g = 980.6199 gals.).
 JU2627
 JU2627.The modeled gravity was interpolated from observed gravity values.
 JU2627
 JU2627. The following values were computed from the NAD 83(2011) position.
 JU2627
 JU2627;                    North         East     Units Scale Factor Converg.
 JU2627;SPC NJ       -   107,677.711   184,781.182   MT  0.99991489   +0 15 36.1
 JU2627;SPC NJ       -   353,272.62    606,236.26   sFT  0.99991489   +0 15 36.1
 JU2627;UTM  18      - 4,406,240.887   577,573.777   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:                Primary Azimuth Mark                     Grid Az
 JU2627:SPC NJ       -  FORKED RIVER 2 AZ MK                     179 10 01.2
 JU2627:UTM  18      -  FORKED RIVER 2 AZ MK                     178 50 48.9
 JU2627
 JU2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7757306240(NAD 83)
 JU2627
 JU2627|---------------------------------------------------------------------|
 JU2627| PID    Reference Object                     Distance      Geod. Az  |
 JU2627|                                                           dddmmss.s |
 JU2627| JU2625 USN HYDRO RM NEAR FORKED R 2         53.777 METERS 06306     |
 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  NAD 83(2007)-  39 48 09.36226(N)    074 05 37.76700(W) AD(2002.00) 0
 JU2627  ELLIP H (02/10/07)  -30.286  (m)                       GP(2002.00)    
 JU2627  ELLIP H (10/23/02)  -30.264  (m)                       GP(       ) 4 1
 JU2627  NAD 83(1996)-  39 48 09.36187(N)    074 05 37.76669(W) AD(       ) 1
 JU2627  ELLIP H (05/14/99)  -30.280  (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)  -30.266  (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  NAVD 88 (03/31/93)    3.0    (m)  UNKNOWN  model used  GPS OBS        
 JU2627  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 JU2627
 JU2627.Superseded values are not recommended for survey control.
 JU2627
 JU2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2627.See file dsdata.pdf to determine how the superseded data were derived.
 JU2627
 JU2627_MARKER: DS = TRIANGULATION STATION DISK
 JU2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2627_STAMPING: FORKED RIVER 2 1962
 JU2627_MARK LOGO: CGS
 JU2627_PROJECTION: PROJECTING 41 CENTIMETERS
 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 - July 18, 2012
 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  HISTORY     - 20120718 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.
 JU2627
 JU2627                          STATION RECOVERY (2012)
 JU2627
 JU2627'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 JU2627'RECOVERED IN GOOD CONDITION.
 JU2627'
 JU2627'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH OF
 JU2627'SEASIDE PARK, 5.7 MI (9.2 KM) EAST-SOUTHEAST OF FORKED RIVER AND 3.2
 JU2627'MI (5.1 KM) NORTH-NORTHEAST OF BARNEGAT LIGHT.
 JU2627'
 JU2627'THE PROPERTY THE STATION IS NOW LOCATED ON IS CALLED THE FORKED RIVER
 JU2627'NATURE CENTER.  THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE
 JU2627'PARKING LOT.
 JU2627'
 JU2627'THE STATION IS 94.5 FT (28.8 M) EAST FROM THE CENTERLINE OF SHORE
 JU2627'ROAD, 6.0 FT (1.8 M) SOUTH-SOUTHWEST FROM A LIGHT POLE, 47.5 FT (14.5
 JU2627'M) SOUTH FROM THE CENTERLINE OF A PEDESTRIAN WALKWAY LEADING TO THE
 JU2627'NATURE CENTER BUILDING, 10.0 FT (3.0 M) NORTH FROM THE SOUTHEAST
 JU2627'CORNER OF A 3.0 FT (0.9 M) HIGH POST AND RAIL FENCE AND 3.0 FT (0.9 M)
 JU2627'WEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB1533 ***********************************************************************
 CB1533  DESIGNATION -  FORKED RIVER 2 AZ MK
 CB1533  PID         -  CB1533
 CB1533  STATE/COUNTY-  NJ/OCEAN
 CB1533  COUNTRY     -  US
 CB1533  USGS QUAD   -  BARNEGAT LIGHT (2019)
 CB1533
 CB1533                         *CURRENT SURVEY CONTROL
 CB1533  ______________________________________________________________________
 CB1533* NAD 83(1986) POSITION- 39 47 57.28   (N) 074 05 37.50   (W)   HD_HELD1
 CB1533* NAVD 88 ORTHO HEIGHT -     3.293 (meters)       10.80  (feet) ADJUSTED
 CB1533  ______________________________________________________________________
 CB1533  GEOID HEIGHT    -        -33.250 (meters)                     GEOID18
 CB1533  DYNAMIC HEIGHT  -          3.291 (meters)       10.80  (feet) COMP
 CB1533  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 CB1533
 CB1533  VERT ORDER      -  FIRST     CLASS II
 CB1533
 CB1533.The horizontal coordinates were determined by differentially corrected
 CB1533.hand held GPS observations or other comparable positioning techniques
 CB1533.and have an estimated accuracy of +/- 3 meters.
 CB1533
 CB1533.The orthometric height was determined by differential leveling and
 CB1533.adjusted by the NATIONAL GEODETIC SURVEY
 CB1533.in September 2015.
 CB1533
 CB1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB1533.GEOID18 height accuracy estimate available here.
 CB1533
 CB1533.Click photographs - Photos may exist for this station.
 CB1533
 CB1533.The dynamic height is computed by dividing the NAVD 88
 CB1533.geopotential number by the normal gravity value computed on the
 CB1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB1533.degrees latitude (g = 980.6199 gals.).
 CB1533
 CB1533.The modeled gravity was interpolated from observed gravity values.
 CB1533
 CB1533;                    North         East    Units  Estimated Accuracy
 CB1533;SPC NJ       -   107,305.2     184,789.2     MT  (+/- 3 meters HH1 GPS) 
 CB1533
 CB1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7758305868(NAD 83)
 CB1533
 CB1533                          SUPERSEDED SURVEY CONTROL
 CB1533
 CB1533.No superseded survey control is available for this station.
 CB1533
 CB1533_MARKER: DZ = AZIMUTH MARK DISK
 CB1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1533_STAMPING: FORKED RIVER 2 1962
 CB1533_MARK LOGO: CGS
 CB1533_PROJECTION: PROJECTING 30 CENTIMETERS
 CB1533_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1533+STABILITY: SURFACE MOTION
 CB1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB1533+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 CB1533
 CB1533  HISTORY     - Date     Condition        Report By
 CB1533  HISTORY     - 1962     MONUMENTED       CGS
 CB1533  HISTORY     - 20120718 GOOD             NJGS
 CB1533
 CB1533                          STATION DESCRIPTION
 CB1533
 CB1533'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 CB1533'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF SEASIDE PARK,
 CB1533'5.9 MI (9.5 KM) EAST-SOUTHEAST OF FORKED RIVER AND 3.0 MI (4.8 KM)
 CB1533'NORTH-NORTHEAST OF BARNEGAT LIGHT.
 CB1533'
 CB1533'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 CB1533'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 CB1533'
 CB1533'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 CB1533'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 CB1533'ROAD FOR 7.30 MI (11.7 KM) TO THE STATION ON THE LEFT, PROJECT ABOUT
 CB1533'12 INCHES (30 CM) ABOVE THE GROUND IN MODERATE UNDERBRUSH.
 CB1533'
 CB1533'THE STATION IS 32.0 FT (9.8 M) EAST FROM THE CENTERLINE OF SHORE ROAD,
 CB1533'152.0 FT (46.3 M) SOUTH FROM THE SOUTH EDGE OF PAVING OF PARKING LOT
 CB1533'18, 99.4 FT (30.3 M) SOUTH FROM A TRAFFIC SIGN, CURVE TO LEFT 35 MPH,
 CB1533'4.0 FT (1.2 M) NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED AND
 CB1533'8.0 FT (2.4 M) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 CB1533'
 CB1533'THE STATION IS SET ABOUT 5.0 FT (1.5 M) ABOVE THE LEVEL OF SHORE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2633 ***********************************************************************
 JU2633  DESIGNATION -  FORKED RIVER CG WATCH TOWER
 JU2633  PID         -  JU2633
 JU2633  STATE/COUNTY-  NJ/OCEAN
 JU2633  COUNTRY     -  US
 JU2633  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2633
 JU2633                         *CURRENT SURVEY CONTROL
 JU2633  ______________________________________________________________________
 JU2633* NAD 83(1996) POSITION- 39 48 09.30142(N) 074 05 37.06734(W)   ADJUSTED
 JU2633* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 JU2633  ______________________________________________________________________
 JU2633  GEOID HEIGHT    -        -33.243 (meters)                     GEOID18
 JU2633  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2633.GEOID18 height accuracy estimate available here.
 JU2633
 JU2633.Click photographs - Photos may exist for this station.
 JU2633
 JU2633.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2633
 JU2633. The following values were computed from the NAD 83(1996) position.
 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 LIGHT ECC                       194 00 02.4
 JU2633:UTM  18      -  BARNEGAT LIGHT ECC                       193 40 50.0
 JU2633
 JU2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7759006239(NAD 83)
 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 ECC                  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
 JU2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2633.See file dsdata.pdf to determine how the superseded data were derived.
 JU2633
 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 = JULY 24, 2026 22:12:30 EDT
 KV5312 ***********************************************************************
 KV5312  DESIGNATION -  FORMAN
 KV5312  PID         -  KV5312
 KV5312  STATE/COUNTY-  NJ/MONMOUTH
 KV5312  COUNTRY     -  US
 KV5312  USGS QUAD   -  ROOSEVELT (2019)
 KV5312
 KV5312                         *CURRENT SURVEY CONTROL
 KV5312  ______________________________________________________________________
 KV5312* NAD 83(1996) POSITION- 40 14 04.84373(N) 074 24 49.61404(W)   ADJUSTED
 KV5312* NAVD 88 ORTHO HEIGHT -   111.    (meters)      364.    (feet) SCALED
 KV5312  ______________________________________________________________________
 KV5312  GEOID HEIGHT    -        -32.416 (meters)                     GEOID18
 KV5312  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5312.GEOID18 height accuracy estimate available here.
 KV5312
 KV5312.Click photographs - Photos may exist for this station.
 KV5312
 KV5312.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5312
 KV5312. The following values were computed from the NAD 83(1996) position.
 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  =   0.99988838
 KV5312!UTM  18      -   0.99998772  x   0.99963061  =   0.99961834
 KV5312
 KV5312:                Primary Azimuth Mark                     Grid Az
 KV5312:SPC NJ       -  WEINBERG RESET                           106 19 03.6
 KV5312:UTM  18      -  WEINBERG RESET                           105 59 40.9
 KV5312
 KV5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4986753969(NAD 83)
 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
 KV5312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5312.See file dsdata.pdf to determine how the superseded data were derived.
 KV5312
 KV5312_MARKER: DS = TRIANGULATION STATION DISK
 KV5312_SETTING: 80 = SET IN A BOULDER
 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 = JULY 24, 2026 22:12:30 EDT
 KV5311 ***********************************************************************
 KV5311  DESIGNATION -  FORMAN 2
 KV5311  PID         -  KV5311
 KV5311  STATE/COUNTY-  NJ/MONMOUTH
 KV5311  COUNTRY     -  US
 KV5311  USGS QUAD   -  ROOSEVELT (2019)
 KV5311
 KV5311                         *CURRENT SURVEY CONTROL
 KV5311  ______________________________________________________________________
 KV5311* NAD 83(1996) POSITION- 40 14 00.05028(N) 074 24 45.75759(W)   NO CHECK
 KV5311* NAVD 88 ORTHO HEIGHT -    92.    (meters)      302.    (feet) SCALED
 KV5311  ______________________________________________________________________
 KV5311  GEOID HEIGHT    -        -32.413 (meters)                     GEOID18
 KV5311  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 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
 KV5311.No horizontal observational check was made to the station.
 KV5311
 KV5311.The orthometric height was scaled from a topographic map.
 KV5311
 KV5311.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5311.GEOID18 height accuracy estimate available here.
 KV5311
 KV5311.Click photographs - Photos may exist for this station.
 KV5311
 KV5311.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5311
 KV5311. The following values were computed from the NAD 83(1996) position.
 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  =   0.99989138
 KV5311!UTM  18      -   0.99999070  x   0.99963072  =   0.99962143
 KV5311
 KV5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4995953822(NAD 83)
 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
 KV5311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5311.See file dsdata.pdf to determine how the superseded data were derived.
 KV5311
 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 = JULY 24, 2026 22:12:30 EDT
 DH4390 ***********************************************************************
 DH4390  DESIGNATION -  FORRESTAL
 DH4390  PID         -  DH4390
 DH4390  STATE/COUNTY-  NJ/MIDDLESEX
 DH4390  COUNTRY     -  US
 DH4390  USGS QUAD   -  HIGHTSTOWN (2019)
 DH4390
 DH4390                         *CURRENT SURVEY CONTROL
 DH4390  ______________________________________________________________________
 DH4390* NAD 83(2011) POSITION- 40 21 28.73110(N) 074 36 32.17309(W)   ADJUSTED
 DH4390* NAD 83(2011) ELLIP HT-     1.074 (meters)        (06/27/12)   ADJUSTED
 DH4390* NAD 83(2011) EPOCH   -  2010.00
 DH4390* NAVD 88 ORTHO HEIGHT -    34.232 (meters)      112.31  (feet) ADJUSTED
 DH4390  ______________________________________________________________________
 DH4390  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 DH4390  NAD 83(2011) X  -  1,291,746.425 (meters)                     COMP
 DH4390  NAD 83(2011) Y  - -4,692,514.584 (meters)                     COMP
 DH4390  NAD 83(2011) Z  -  4,108,356.138 (meters)                     COMP
 DH4390  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 DH4390  DYNAMIC HEIGHT  -         34.216 (meters)      112.26  (feet) COMP
 DH4390  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 DH4390
 DH4390  VERT ORDER      -  FIRST     CLASS II
 DH4390
 DH4390  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4390  Standards:
 DH4390         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4390            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4390  -------------------------------------------------------------------
 DH4390  NETWORK    0.36   0.90           0.16   0.13   0.46     -0.04201165
 DH4390  -------------------------------------------------------------------
 DH4390  Click here for local accuracies and other accuracy information.
 DH4390
 DH4390.The horizontal coordinates were established by GPS observations
 DH4390.and adjusted by the National Geodetic Survey in June 2012.
 DH4390
 DH4390.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4390.been affixed to the stable North American tectonic plate. See 
 DH4390.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4390
 DH4390.The horizontal coordinates are valid at the epoch date displayed above
 DH4390.which is a decimal equivalence of Year/Month/Day.
 DH4390
 DH4390.The orthometric height was determined by differential leveling and
 DH4390.adjusted by the NATIONAL GEODETIC SURVEY
 DH4390.in February 2010.
 DH4390
 DH4390.No vertical observational check was made to the station.
 DH4390
 DH4390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4390.GEOID18 height accuracy estimate available here.
 DH4390
 DH4390.Click photographs - Photos may exist for this station.
 DH4390
 DH4390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4390
 DH4390.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4390
 DH4390.The ellipsoidal height was determined by GPS observations
 DH4390.and is referenced to NAD 83.
 DH4390
 DH4390.The dynamic height is computed by dividing the NAVD 88
 DH4390.geopotential number by the normal gravity value computed on the
 DH4390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4390.degrees latitude (g = 980.6199 gals.).
 DH4390
 DH4390.The modeled gravity was interpolated from observed gravity values.
 DH4390
 DH4390. The following values were computed from the NAD 83(2011) position.
 DH4390
 DH4390;                    North         East     Units Scale Factor Converg.
 DH4390;SPC NJ       -   169,265.635   140,747.136   MT  0.99990105   -0 04 14.0
 DH4390;SPC NJ       -   555,332.34    461,767.90   sFT  0.99990105   -0 04 14.0
 DH4390;UTM  18      - 4,467,564.208   533,206.096   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3320667564(NAD 83)
 DH4390
 DH4390                          SUPERSEDED SURVEY CONTROL
 DH4390
 DH4390  NAD 83(2007)-  40 21 28.73137(N)    074 36 32.17380(W) AD(2002.00) 0
 DH4390  ELLIP H (02/10/07)    1.077  (m)                       GP(2002.00)    
 DH4390  NAD 83(1996)-  40 21 28.73128(N)    074 36 32.17375(W) AD(       ) B
 DH4390  ELLIP H (06/06/05)    1.090  (m)                       GP(       ) 3 1
 DH4390  NAVD 88 (06/06/05)   34.2    (m)  GEOID03  model used  GPS OBS        
 DH4390
 DH4390.Superseded values are not recommended for survey control.
 DH4390
 DH4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4390.See file dsdata.pdf to determine how the superseded data were derived.
 DH4390
 DH4390_MARKER: F = FLANGE-ENCASED 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4390+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2024
 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  HISTORY     - 20060613 GOOD             NJGS
 DH4390  HISTORY     - 20080512 GOOD             INDIV
 DH4390  HISTORY     - 20160609 GOOD             NJGS
 DH4390  HISTORY     - 20160915 GOOD             PB
 DH4390  HISTORY     - 20170727 GOOD             AAAS
 DH4390  HISTORY     - 20240524 GOOD             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.
 DH4390
 DH4390                          STATION RECOVERY (2006)
 DH4390
 DH4390'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DH4390'RECOVERED AS DESCRIBED.
 DH4390
 DH4390                          STATION RECOVERY (2008)
 DH4390
 DH4390'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (EJF)
 DH4390'RECOVERED AS DESCRIBED
 DH4390
 DH4390                          STATION RECOVERY (2016)
 DH4390
 DH4390'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DH4390'RECOVERED IN GOOD CONDITION.
 DH4390
 DH4390                          STATION RECOVERY (2016)
 DH4390
 DH4390'RECOVERY NOTE BY PBS&J 2016 (MJB)
 DH4390'RECOVERED IN GOOD CONDITION.
 DH4390
 DH4390                          STATION RECOVERY (2017)
 DH4390
 DH4390'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DH4390'RECOVERED IN GOOD CONDITION.
 DH4390
 DH4390                          STATION RECOVERY (2024)
 DH4390
 DH4390'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DH4390'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2818 ***********************************************************************
 KU2818  DESIGNATION -  FORT
 KU2818  PID         -  KU2818
 KU2818  STATE/COUNTY-  NJ/MONMOUTH
 KU2818  COUNTRY     -  US
 KU2818  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2818
 KU2818                         *CURRENT SURVEY CONTROL
 KU2818  ______________________________________________________________________
 KU2818* NAD 83(1996) POSITION- 40 24 19.33258(N) 073 58 50.08605(W)   ADJUSTED
 KU2818* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU2818  ______________________________________________________________________
 KU2818  GEOID HEIGHT    -        -32.581 (meters)                     GEOID18
 KU2818  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2818.GEOID18 height accuracy estimate available here.
 KU2818
 KU2818.Click photographs - Photos may exist for this station.
 KU2818
 KU2818.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2818
 KU2818. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8650173249(NAD 83)
 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
 KU2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2818.See file dsdata.pdf to determine how the superseded data were derived.
 KU2818
 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 = JULY 24, 2026 22:12:30 EDT
 KV0700 ***********************************************************************
 KV0700  DESIGNATION -  FORT HANCOCK RM 3
 KV0700  PID         -  KV0700
 KV0700  STATE/COUNTY-  NJ/MONMOUTH
 KV0700  COUNTRY     -  US
 KV0700  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0700
 KV0700                         *CURRENT SURVEY CONTROL
 KV0700  ______________________________________________________________________
 KV0700* NAD 83(1996) POSITION- 40 28 15.17439(N) 074 00 43.14315(W)   ADJUSTED
 KV0700* NAVD 88 ORTHO HEIGHT -     3.016 (meters)        9.90  (feet) ADJUSTED
 KV0700  ______________________________________________________________________
 KV0700  GEOID HEIGHT    -        -32.429 (meters)                     GEOID18
 KV0700  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 KV0700  DYNAMIC HEIGHT  -          3.014 (meters)        9.89  (feet) COMP
 KV0700  MODELED GRAVITY -    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 and
 KV0700.adjusted by the NATIONAL GEODETIC SURVEY
 KV0700.in June 1991.
 KV0700
 KV0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0700.GEOID18 height accuracy estimate available here.
 KV0700
 KV0700.Click photographs - Photos may exist for this station.
 KV0700
 KV0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8375580491(NAD 83)
 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) SUPERSEDED  1 2
 KV0700  NGVD 29 (04/16/92)    3.343  (m)           10.97   (f) ADJUSTED    1 2
 KV0700  NGVD 29 (01/10/92)    3.343  (m)           10.97   (f) SUPERSEDED  1 2
 KV0700  NGVD 29               3.32   (m)           10.9    (f) LEVELING    3  
 KV0700  NGVD 29 (??/??/87)    3.394  (m)           11.14   (f) SUPERSEDED  1 2
 KV0700
 KV0700.Superseded values are not recommended for survey control.
 KV0700
 KV0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0700.See file dsdata.pdf to determine how the superseded data were derived.
 KV0700
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 KV0701  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0701
 KV0701                         *CURRENT SURVEY CONTROL
 KV0701  ______________________________________________________________________
 KV0701* NAD 83(1996) POSITION- 40 28 16.22523(N) 074 00 43.14174(W)   ADJUSTED
 KV0701* NAVD 88 ORTHO HEIGHT -     2.947 (meters)        9.67  (feet) ADJUSTED
 KV0701  ______________________________________________________________________
 KV0701  GEOID HEIGHT    -        -32.428 (meters)                     GEOID18
 KV0701  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 KV0701  DYNAMIC HEIGHT  -          2.945 (meters)        9.66  (feet) COMP
 KV0701  MODELED GRAVITY -    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 and
 KV0701.adjusted by the NATIONAL GEODETIC SURVEY
 KV0701.in September 1996.
 KV0701
 KV0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0701.GEOID18 height accuracy estimate available here.
 KV0701
 KV0701.This Tidal Bench Mark is designated as VM 15582
 KV0701.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0701
 KV0701.Click photographs - Photos may exist for this station.
 KV0701
 KV0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8375480523(NAD 83)
 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) SUPERSEDED  1 2
 KV0701  NAVD 88 (06/15/91)    2.939  (m)            9.64   (f) SUPERSEDED  1 2
 KV0701  NGVD 29 (04/16/92)    3.273  (m)           10.74   (f) ADJUSTED    1 2
 KV0701  NGVD 29 (01/10/92)    3.273  (m)           10.74   (f) SUPERSEDED  1 2
 KV0701  NGVD 29               3.39   (m)           11.1    (f) LEVELING    3  
 KV0701  NGVD 29 (??/??/87)    3.317  (m)           10.88   (f) SUPERSEDED  1 2
 KV0701
 KV0701.Superseded values are not recommended for survey control.
 KV0701
 KV0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0701.See file dsdata.pdf to determine how the superseded data were derived.
 KV0701
 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 = JULY 24, 2026 22:12:30 EDT
 KU3891 ***********************************************************************
 KU3891  DESIGNATION -  FORT LEE CHRIST ORPH HOME FLAG
 KU3891  PID         -  KU3891
 KU3891  STATE/COUNTY-  NJ/BERGEN
 KU3891  COUNTRY     -  US
 KU3891  USGS QUAD   -  CENTRAL PARK (2019)
 KU3891
 KU3891                         *CURRENT SURVEY CONTROL
 KU3891  ______________________________________________________________________
 KU3891* NAD 83(1996) POSITION- 40 50 43.35799(N) 073 58 09.14878(W)   ADJUSTED
 KU3891  ______________________________________________________________________
 KU3891  GEOID HEIGHT    -        -31.601 (meters)                     GEOID18
 KU3891  LAPLACE CORR    -          6.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3891.GEOID18 height accuracy estimate available here.
 KU3891
 KU3891.Click photographs - Photos may exist for this station.
 KU3891
 KU3891.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3891
 KU3891. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8689422103(NAD 83)
 KU3891
 KU3891                          SUPERSEDED SURVEY CONTROL
 KU3891
 KU3891  NAD 83(1996)-  40 50 43.35799(N)    073 58 09.14879(W) AD(       ) 3
 KU3891  NAD 83(1996)-  40 50 43.35794(N)    073 58 09.14985(W) AD(       ) 3
 KU3891  NAD 83(1992)-  40 50 43.35620(N)    073 58 09.15025(W) AD(       ) 3
 KU3891  NAD 83(1986)-  40 50 43.36173(N)    073 58 09.14834(W) AD(       ) 3
 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
 KU3891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3891.See file dsdata.pdf to determine how the superseded data were derived.
 KU3891
 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 = JULY 24, 2026 22:12:30 EDT
 KU3884 ***********************************************************************
 KU3884  DESIGNATION -  FORT LEE HIGH SCHOOL CUPOLA
 KU3884  PID         -  KU3884
 KU3884  STATE/COUNTY-  NJ/BERGEN
 KU3884  COUNTRY     -  US
 KU3884  USGS QUAD   -  CENTRAL PARK (2019)
 KU3884
 KU3884                         *CURRENT SURVEY CONTROL
 KU3884  ______________________________________________________________________
 KU3884* NAD 83(1996) POSITION- 40 51 28.98006(N) 073 57 54.96832(W)   ADJUSTED
 KU3884  ______________________________________________________________________
 KU3884  GEOID HEIGHT    -        -31.577 (meters)                     GEOID18
 KU3884  LAPLACE CORR    -          6.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3884.GEOID18 height accuracy estimate available here.
 KU3884
 KU3884.Click photographs - Photos may exist for this station.
 KU3884
 KU3884.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3884
 KU3884. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8720923514(NAD 83)
 KU3884
 KU3884                          SUPERSEDED SURVEY CONTROL
 KU3884
 KU3884  NAD 83(1996)-  40 51 28.98000(N)    073 57 54.96933(W) AD(       ) 3
 KU3884  NAD 83(1992)-  40 51 28.97809(N)    073 57 54.96973(W) AD(       ) 3
 KU3884  NAD 83(1986)-  40 51 28.98395(N)    073 57 54.96792(W) AD(       ) 3
 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
 KU3884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3884.See file dsdata.pdf to determine how the superseded data were derived.
 KU3884
 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 = JULY 24, 2026 22:12:30 EDT
 KU3898 ***********************************************************************
 KU3898  DESIGNATION -  FORT LEE WPAP N RADIO MAST
 KU3898  PID         -  KU3898
 KU3898  STATE/COUNTY-  NJ/BERGEN
 KU3898  COUNTRY     -  US
 KU3898  USGS QUAD   -  CENTRAL PARK (2019)
 KU3898
 KU3898                         *CURRENT SURVEY CONTROL
 KU3898  ______________________________________________________________________
 KU3898* NAD 83(1996) POSITION- 40 49 40.34898(N) 073 58 36.75353(W)   ADJUSTED
 KU3898  ______________________________________________________________________
 KU3898  GEOID HEIGHT    -        -31.643 (meters)                     GEOID18
 KU3898  LAPLACE CORR    -          6.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3898.GEOID18 height accuracy estimate available here.
 KU3898
 KU3898.Click photographs - Photos may exist for this station.
 KU3898
 KU3898.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3898
 KU3898. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8627020153(NAD 83)
 KU3898
 KU3898                          SUPERSEDED SURVEY CONTROL
 KU3898
 KU3898  NAD 83(1996)-  40 49 40.34899(N)    073 58 36.75355(W) AD(       ) 3
 KU3898  NAD 83(1996)-  40 49 40.34888(N)    073 58 36.75454(W) AD(       ) 3
 KU3898  NAD 83(1992)-  40 49 40.34742(N)    073 58 36.75496(W) AD(       ) 3
 KU3898  NAD 83(1986)-  40 49 40.35282(N)    073 58 36.75347(W) AD(       ) 3
 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
 KU3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3898.See file dsdata.pdf to determine how the superseded data were derived.
 KU3898
 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 = JULY 24, 2026 22:12:30 EDT
 KU3885 ***********************************************************************
 KU3885  DESIGNATION -  FORT LEE WYANOAK ELCO PUB TANK
 KU3885  PID         -  KU3885
 KU3885  STATE/COUNTY-  NJ/BERGEN
 KU3885  COUNTRY     -  US
 KU3885  USGS QUAD   -  CENTRAL PARK (2019)
 KU3885
 KU3885                         *CURRENT SURVEY CONTROL
 KU3885  ______________________________________________________________________
 KU3885* NAD 83(1996) POSITION- 40 51 24.23506(N) 073 58 48.01889(W)   ADJUSTED
 KU3885  ______________________________________________________________________
 KU3885  GEOID HEIGHT    -        -31.629 (meters)                     GEOID18
 KU3885  LAPLACE CORR    -          8.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3885.GEOID18 height accuracy estimate available here.
 KU3885
 KU3885.Click photographs - Photos may exist for this station.
 KU3885
 KU3885.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3885
 KU3885. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8596923353(NAD 83)
 KU3885
 KU3885                          SUPERSEDED SURVEY CONTROL
 KU3885
 KU3885  NAD 83(1996)-  40 51 24.23507(N)    073 58 48.01891(W) AD(       ) 3
 KU3885  NAD 83(1996)-  40 51 24.23504(N)    073 58 48.02009(W) AD(       ) 3
 KU3885  NAD 83(1992)-  40 51 24.23317(N)    073 58 48.02035(W) AD(       ) 3
 KU3885  NAD 83(1986)-  40 51 24.23903(N)    073 58 48.01876(W) AD(       ) 3
 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
 KU3885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3885.See file dsdata.pdf to determine how the superseded data were derived.
 KU3885
 KU3885_MARKER: 53 = ELEVATED 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 = JULY 24, 2026 22:12:30 EDT
 JU3776 ***********************************************************************
 JU3776  DESIGNATION -  FORT MOTT
 JU3776  PID         -  JU3776
 JU3776  STATE/COUNTY-  NJ/SALEM
 JU3776  COUNTRY     -  US
 JU3776  USGS QUAD   -  DELAWARE CITY (2016)
 JU3776
 JU3776                         *CURRENT SURVEY CONTROL
 JU3776  ______________________________________________________________________
 JU3776* NAD 83(2011) POSITION- 39 36 14.19514(N) 075 33 12.42190(W)   ADJUSTED
 JU3776* NAD 83(2011) ELLIP HT-   -24.479 (meters)        (06/27/12)   ADJUSTED
 JU3776* NAD 83(2011) EPOCH   -  2010.00
 JU3776* NAVD 88 ORTHO HEIGHT -     8.835 (meters)       28.99  (feet) ADJUSTED
 JU3776  ______________________________________________________________________
 JU3776  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 JU3776  NAD 83(2011) X  -  1,227,634.627 (meters)                     COMP
 JU3776  NAD 83(2011) Y  - -4,765,245.374 (meters)                     COMP
 JU3776  NAD 83(2011) Z  -  4,044,186.100 (meters)                     COMP
 JU3776  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 JU3776  DYNAMIC HEIGHT  -          8.830 (meters)       28.97  (feet) COMP
 JU3776  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 JU3776
 JU3776  VERT ORDER      -  FIRST     CLASS II
 JU3776
 JU3776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3776  Standards:
 JU3776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3776  -------------------------------------------------------------------
 JU3776  NETWORK    0.56   0.80           0.26   0.18   0.41     -0.19095339
 JU3776  -------------------------------------------------------------------
 JU3776  Click here for local accuracies and other accuracy information.
 JU3776
 JU3776.The horizontal coordinates were established by GPS observations
 JU3776.and adjusted by the National Geodetic Survey in June 2012.
 JU3776
 JU3776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3776.been affixed to the stable North American tectonic plate. See 
 JU3776.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3776
 JU3776.The horizontal coordinates are valid at the epoch date displayed above
 JU3776.which is a decimal equivalence of Year/Month/Day.
 JU3776
 JU3776.The orthometric height was determined by differential leveling and
 JU3776.adjusted by the NATIONAL GEODETIC SURVEY
 JU3776.in October 1996.
 JU3776
 JU3776.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3776.GEOID18 height accuracy estimate available here.
 JU3776
 JU3776.Click photographs - Photos may exist for this station.
 JU3776
 JU3776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3776
 JU3776.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3776
 JU3776.The ellipsoidal height was determined by GPS observations
 JU3776.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU3776
 JU3776;                    North         East     Units Scale Factor Converg.
 JU3776;SPC NJ       -    86,074.487    59,532.313   MT  1.00000073   -0 40 17.7
 JU3776;SPC NJ       -   282,396.05    195,315.60   sFT  1.00000073   -0 40 17.7
 JU3776;UTM  18      - 4,383,946.574   452,485.686   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!UTM  18      -   1.00000384  x   0.99962779  =   0.99963163
 JU3776
 JU3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5248583946(NAD 83)
 JU3776
 JU3776|---------------------------------------------------------------------|
 JU3776| PID    Reference Object                     Distance      Geod. Az  |
 JU3776|                                                           dddmmss.s |
 JU3776| AA7190 FORT MOTT RM 1                       13.061 METERS 10650     |
 JU3776| AA7225 FORT MOTT RESET                      11.516 METERS 19250     |
 JU3776|---------------------------------------------------------------------|
 JU3776
 JU3776                          SUPERSEDED SURVEY CONTROL
 JU3776
 JU3776  NAD 83(2007)-  39 36 14.19546(N)    075 33 12.42262(W) AD(2002.00) 0
 JU3776  ELLIP H (02/10/07)  -24.465  (m)                       GP(2002.00)    
 JU3776  ELLIP H (10/23/02)  -24.479  (m)                       GP(       ) 4 1
 JU3776  NAD 83(1996)-  39 36 14.19574(N)    075 33 12.42250(W) AD(       ) 1
 JU3776  ELLIP H (05/14/99)  -24.462  (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)  -24.529  (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  USSD        -  39 36 14.24000(N)    075 33 13.56000(W) AD(       ) 3
 JU3776  NAVD 88 (08/04/95)    8.8    (m)  GEOID93  model used  GPS OBS        
 JU3776
 JU3776.Superseded values are not recommended for survey control.
 JU3776
 JU3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3776.See file dsdata.pdf to determine how the superseded data were derived.
 JU3776
 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 07, 2020
 JU3776
 JU3776  HISTORY     - Date     Condition        Report By
 JU3776  HISTORY     - 1900     MONUMENTED       USACE
 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  HISTORY     - 20070605 GOOD             UE
 JU3776  HISTORY     - 20201007 GOOD             NJGS
 JU3776
 JU3776                          STATION DESCRIPTION
 JU3776
 JU3776'DESCRIBED BY US ARMY CORPS OF 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.
 JU3776
 JU3776                          STATION RECOVERY (2007)
 JU3776
 JU3776'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3776'RECOVERED IN GOOD CONDITION.
 JU3776
 JU3776                          STATION RECOVERY (2020)
 JU3776
 JU3776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU3776'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3765 ***********************************************************************
 JU3765  DESIGNATION -  FORT MOTT NATL CEMETERY MON
 JU3765  PID         -  JU3765
 JU3765  STATE/COUNTY-  NJ/SALEM
 JU3765  COUNTRY     -  US
 JU3765  USGS QUAD   -  DELAWARE CITY (2016)
 JU3765
 JU3765                         *CURRENT SURVEY CONTROL
 JU3765  ______________________________________________________________________
 JU3765* NAD 83(1996) POSITION- 39 36 42.15367(N) 075 33 21.91695(W)   ADJUSTED
 JU3765  ______________________________________________________________________
 JU3765  GEOID HEIGHT    -        -33.286 (meters)                     GEOID18
 JU3765  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3765.GEOID18 height accuracy estimate available here.
 JU3765
 JU3765.Click photographs - Photos may exist for this station.
 JU3765
 JU3765.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3765
 JU3765. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,384,809.900   452,264.584   MT  0.99962805   -0 21 16.4
 JU3765
 JU3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5226484809(NAD 83)
 JU3765
 JU3765                          SUPERSEDED SURVEY CONTROL
 JU3765
 JU3765  NAD 83(1991)-  39 36 42.15342(N)    075 33 21.91668(W) AD(       ) 3
 JU3765  NAD 83(1986)-  39 36 42.14452(N)    075 33 21.92448(W) AD(       ) 3
 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
 JU3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3765.See file dsdata.pdf to determine how the superseded data were derived.
 JU3765
 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 = JULY 24, 2026 22:12:30 EDT
 AA7225 ***********************************************************************
 AA7225  DESIGNATION -  FORT MOTT RESET
 AA7225  PID         -  AA7225
 AA7225  STATE/COUNTY-  NJ/SALEM
 AA7225  COUNTRY     -  US
 AA7225  USGS QUAD   -  DELAWARE CITY (2016)
 AA7225
 AA7225                         *CURRENT SURVEY CONTROL
 AA7225  ______________________________________________________________________
 AA7225* NAD 83(2011) POSITION- 39 36 13.83109(N) 075 33 12.52917(W)   ADJUSTED
 AA7225* NAD 83(2011) ELLIP HT-   -25.769 (meters)        (06/27/12)   ADJUSTED
 AA7225* NAD 83(2011) EPOCH   -  2010.00
 AA7225* NAVD 88 ORTHO HEIGHT -     7.547 (meters)       24.76  (feet) ADJUSTED
 AA7225  ______________________________________________________________________
 AA7225  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 AA7225  NAD 83(2011) X  -  1,227,633.686 (meters)                     COMP
 AA7225  NAD 83(2011) Y  - -4,765,251.981 (meters)                     COMP
 AA7225  NAD 83(2011) Z  -  4,044,176.627 (meters)                     COMP
 AA7225  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 AA7225  DYNAMIC HEIGHT  -          7.543 (meters)       24.75  (feet) COMP
 AA7225  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 AA7225
 AA7225  VERT ORDER      -  FIRST     CLASS II
 AA7225
 AA7225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7225  Standards:
 AA7225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7225  -------------------------------------------------------------------
 AA7225  NETWORK    0.53   0.78           0.24   0.18   0.40     -0.15543824
 AA7225  -------------------------------------------------------------------
 AA7225  Click here for local accuracies and other accuracy information.
 AA7225
 AA7225.The horizontal coordinates were established by GPS observations
 AA7225.and adjusted by the National Geodetic Survey in June 2012.
 AA7225
 AA7225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7225.been affixed to the stable North American tectonic plate. See 
 AA7225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7225
 AA7225.The horizontal coordinates are valid at the epoch date displayed above
 AA7225.which is a decimal equivalence of Year/Month/Day.
 AA7225
 AA7225.The orthometric height was determined by differential leveling and
 AA7225.adjusted by the NATIONAL GEODETIC SURVEY
 AA7225.in October 1996.
 AA7225
 AA7225.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7225.GEOID18 height accuracy estimate available here.
 AA7225
 AA7225.Click photographs - Photos may exist for this station.
 AA7225
 AA7225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7225
 AA7225.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7225
 AA7225.The ellipsoidal height was determined by GPS observations
 AA7225.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7225
 AA7225;                    North         East     Units Scale Factor Converg.
 AA7225;SPC NJ       -    86,063.290    59,529.623   MT  1.00000074   -0 40 17.8
 AA7225;SPC NJ       -   282,359.31    195,306.77   sFT  1.00000074   -0 40 17.8
 AA7225;UTM  18      - 4,383,935.367   452,483.058   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:                Primary Azimuth Mark                     Grid Az
 AA7225:SPC NJ       -  DELAWARE CITY FORT DUPONT TANK           214 47 59.7
 AA7225:UTM  18      -  DELAWARE CITY FORT DUPONT TANK           214 28 52.1
 AA7225
 AA7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5248383935(NAD 83)
 AA7225
 AA7225|---------------------------------------------------------------------|
 AA7225| PID    Reference Object                     Distance      Geod. Az  |
 AA7225|                                                           dddmmss.s |
 AA7225| JU3776 FORT MOTT                            11.516 METERS 01250     |
 AA7225| AA7190 FORT MOTT RM 1                       16.800 METERS 06342     |
 AA7225| JU3772 DELAWARE CITY FORT DUPONT TANK      APPROX. 4.9 KM 2140741.9 |
 AA7225| AA7397 FORT MOTT RM 2                       14.665 METERS 33508     |
 AA7225| JU3765 FORT MOTT NATL CEMETERY MON         APPROX. 0.9 KM 3453717.1 |
 AA7225|---------------------------------------------------------------------|
 AA7225
 AA7225                          SUPERSEDED SURVEY CONTROL
 AA7225
 AA7225  NAD 83(2007)-  39 36 13.83141(N)    075 33 12.52990(W) AD(2002.00) 0
 AA7225  ELLIP H (02/10/07)  -25.755  (m)                       GP(2002.00)    
 AA7225  ELLIP H (10/23/02)  -25.771  (m)                       GP(       ) 4 1
 AA7225  NAD 83(1996)-  39 36 13.83170(N)    075 33 12.52978(W) AD(       ) 1
 AA7225  ELLIP H (05/14/99)  -25.752  (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)  -25.819  (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  NAVD 88 (08/04/95)    7.5    (m)  GEOID93  model used  GPS OBS        
 AA7225
 AA7225.Superseded values are not recommended for survey control.
 AA7225
 AA7225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7225.See file dsdata.pdf to determine how the superseded data were derived.
 AA7225
 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_PROJECTION: PROJECTING 10 CENTIMETERS
 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 07, 2020
 AA7225
 AA7225  HISTORY     - Date     Condition        Report By
 AA7225  HISTORY     - 1988     MONUMENTED       NGS
 AA7225  HISTORY     - 19940717 GOOD             NJGS
 AA7225  HISTORY     - 19941004 GOOD             NJGS
 AA7225  HISTORY     - 20070605 GOOD             UE
 AA7225  HISTORY     - 20140623 GOOD             NJDEP
 AA7225  HISTORY     - 20201007 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.
 AA7225
 AA7225                          STATION RECOVERY (2007)
 AA7225
 AA7225'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AA7225'RECOVERED IN GOOD CONDITION.
 AA7225
 AA7225                          STATION RECOVERY (2014)
 AA7225
 AA7225'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2014 (MAR)
 AA7225'RECOVERED IN GOOD CONDITION.
 AA7225
 AA7225                          STATION RECOVERY (2020)
 AA7225
 AA7225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AA7225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AA7190  USGS QUAD   -  DELAWARE CITY (2016)
 AA7190
 AA7190                         *CURRENT SURVEY CONTROL
 AA7190  ______________________________________________________________________
 AA7190* NAD 83(2011) POSITION- 39 36 14.07250(N) 075 33 11.89788(W)   ADJUSTED
 AA7190* NAD 83(2011) ELLIP HT-   -24.509 (meters)        (06/27/12)   ADJUSTED
 AA7190* NAD 83(2011) EPOCH   -  2010.00
 AA7190* NAVD 88 ORTHO HEIGHT -     8.807 (meters)       28.89  (feet) ADJUSTED
 AA7190  ______________________________________________________________________
 AA7190  GEOID HEIGHT    -        -33.315 (meters)                     GEOID18
 AA7190  NAD 83(2011) X  -  1,227,647.329 (meters)                     COMP
 AA7190  NAD 83(2011) Y  - -4,765,244.568 (meters)                     COMP
 AA7190  NAD 83(2011) Z  -  4,044,183.166 (meters)                     COMP
 AA7190  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 AA7190  DYNAMIC HEIGHT  -          8.802 (meters)       28.88  (feet) COMP
 AA7190  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 AA7190
 AA7190  VERT ORDER      -  FIRST     CLASS II
 AA7190
 AA7190  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7190  Standards:
 AA7190         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7190            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7190  -------------------------------------------------------------------
 AA7190  NETWORK    0.33   0.53           0.15   0.11   0.27     -0.09021528
 AA7190  -------------------------------------------------------------------
 AA7190  Click here for local accuracies and other accuracy information.
 AA7190
 AA7190.The horizontal coordinates were established by GPS observations
 AA7190.and adjusted by the National Geodetic Survey in June 2012.
 AA7190
 AA7190.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7190.been affixed to the stable North American tectonic plate. See 
 AA7190.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7190
 AA7190.The horizontal coordinates are valid at the epoch date displayed above
 AA7190.which is a decimal equivalence of Year/Month/Day.
 AA7190
 AA7190.The orthometric height was determined by differential leveling and
 AA7190.adjusted by the NATIONAL GEODETIC SURVEY
 AA7190.in October 1996.
 AA7190
 AA7190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7190.GEOID18 height accuracy estimate available here.
 AA7190
 AA7190.Click photographs - Photos may exist for this station.
 AA7190
 AA7190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7190
 AA7190.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7190
 AA7190.The ellipsoidal height was determined by GPS observations
 AA7190.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA7190
 AA7190;                    North         East     Units Scale Factor Converg.
 AA7190;SPC NJ       -    86,070.558    59,544.770   MT  1.00000070   -0 40 17.4
 AA7190;SPC NJ       -   282,383.16    195,356.47   sFT  1.00000070   -0 40 17.4
 AA7190;UTM  18      - 4,383,942.716   452,498.159   MT  0.99962778   -0 21 09.8
 AA7190
 AA7190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7190!SPC NJ       -   1.00000385  x   1.00000070  =   1.00000455
 AA7190!UTM  18      -   1.00000385  x   0.99962778  =   0.99963162
 AA7190
 AA7190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5249883942(NAD 83)
 AA7190
 AA7190|---------------------------------------------------------------------|
 AA7190| PID    Reference Object                     Distance      Geod. Az  |
 AA7190|                                                           dddmmss.s |
 AA7190| AA7225 FORT MOTT RESET                      16.800 METERS 24342     |
 AA7190| JU3776 FORT MOTT                            13.061 METERS 28650     |
 AA7190|---------------------------------------------------------------------|
 AA7190
 AA7190                          SUPERSEDED SURVEY CONTROL
 AA7190
 AA7190  NAD 83(2007)-  39 36 14.07280(N)    075 33 11.89864(W) AD(2002.00) 0
 AA7190  ELLIP H (02/10/07)  -24.493  (m)                       GP(2002.00)    
 AA7190  NAD 83(1996)-  39 36 14.07256(N)    075 33 11.89893(W) AD(       ) A
 AA7190  ELLIP H (09/24/01)  -24.513  (m)                       GP(       ) 4 1
 AA7190  NAD 83(1996)-  39 36 14.07312(N)    075 33 11.89850(W) AD(       ) 1
 AA7190  ELLIP H (05/14/99)  -24.488  (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)  -24.556  (m)                       GP(       ) 3 1
 AA7190  NAVD 88               8.81   (m)           28.9    (f) LEVELING    3  
 AA7190  NAVD 88 (08/04/95)    8.8    (m)  GEOID93  model used  GPS OBS        
 AA7190
 AA7190.Superseded values are not recommended for survey control.
 AA7190
 AA7190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7190.See file dsdata.pdf to determine how the superseded data were derived.
 AA7190
 AA7190_MARKER: DR = REFERENCE MARK DISK
 AA7190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA7190_SP_SET: PLATFORM
 AA7190_STAMPING: FORT MOTT NO 1 1933
 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 - October 07, 2020
 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  HISTORY     - 20070605 GOOD             UE
 AA7190  HISTORY     - 20201007 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.
 AA7190
 AA7190                          STATION RECOVERY (2007)
 AA7190
 AA7190'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AA7190'RECOVERED IN GOOD CONDITION.
 AA7190
 AA7190                          STATION RECOVERY (2020)
 AA7190
 AA7190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AA7190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA7397 ***********************************************************************
 AA7397  DESIGNATION -  FORT MOTT RM 2
 AA7397  PID         -  AA7397
 AA7397  STATE/COUNTY-  NJ/SALEM
 AA7397  COUNTRY     -  US
 AA7397  USGS QUAD   -  DELAWARE CITY (2016)
 AA7397
 AA7397                         *CURRENT SURVEY CONTROL
 AA7397  ______________________________________________________________________
 AA7397* NAD 83(1986) POSITION- 39 36 14.26   (N) 075 33 12.79   (W)   HD_HELD1
 AA7397* NAVD 88 ORTHO HEIGHT -     8.808 (meters)       28.90  (feet) ADJUSTED
 AA7397  ______________________________________________________________________
 AA7397  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 AA7397  DYNAMIC HEIGHT  -          8.804 (meters)       28.88  (feet) COMP
 AA7397  MODELED GRAVITY -    980,138.1   (mgal)                       NAVD 88
 AA7397
 AA7397  VERT ORDER      -  FIRST     CLASS II
 AA7397
 AA7397.The horizontal coordinates were determined by differentially corrected
 AA7397.hand held GPS observations or other comparable positioning techniques
 AA7397.and have an estimated accuracy of +/- 3 meters.
 AA7397
 AA7397.The orthometric height was determined by differential leveling and
 AA7397.adjusted by the NATIONAL GEODETIC SURVEY
 AA7397.in October 1996.
 AA7397
 AA7397.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7397.GEOID18 height accuracy estimate available here.
 AA7397
 AA7397.Click photographs - Photos may exist for this station.
 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       -    86,076.6      59,523.6     MT  (+/- 3 meters HH1 GPS) 
 AA7397
 AA7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5247683948(NAD 83)
 AA7397
 AA7397                          SUPERSEDED SURVEY CONTROL
 AA7397
 AA7397.No superseded survey control is available for this station.
 AA7397
 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 - October 07, 2020
 AA7397
 AA7397  HISTORY     - Date     Condition        Report By
 AA7397  HISTORY     - 1933     MONUMENTED       CGS
 AA7397  HISTORY     - 19940717 GOOD             NJGS
 AA7397  HISTORY     - 20070605 GOOD             UE
 AA7397  HISTORY     - 20201007 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.
 AA7397
 AA7397                          STATION RECOVERY (2007)
 AA7397
 AA7397'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AA7397'RECOVERED IN GOOD CONDITION.
 AA7397
 AA7397                          STATION RECOVERY (2020)
 AA7397
 AA7397'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 AA7397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2529 ***********************************************************************
 JU2529  DESIGNATION -  FORT MOTT WINDMILL
 JU2529  PID         -  JU2529
 JU2529  STATE/COUNTY-  NJ/SALEM
 JU2529  COUNTRY     -  US
 JU2529  USGS QUAD   -  DELAWARE CITY (2016)
 JU2529
 JU2529                         *CURRENT SURVEY CONTROL
 JU2529  ______________________________________________________________________
 JU2529* NAD 83(1996) POSITION- 39 36 03.38117(N) 075 33 00.19046(W)   ADJUSTED
 JU2529  ______________________________________________________________________
 JU2529  GEOID HEIGHT    -        -33.329 (meters)                     GEOID18
 JU2529  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2529.GEOID18 height accuracy estimate available here.
 JU2529
 JU2529.Click photographs - Photos may exist for this station.
 JU2529
 JU2529.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2529
 JU2529. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,383,611.402   452,775.337   MT  0.99962746   -0 21 02.3
 JU2529
 JU2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5277583611(NAD 83)
 JU2529
 JU2529                          SUPERSEDED SURVEY CONTROL
 JU2529
 JU2529  NAD 83(1991)-  39 36 03.38097(N)    075 33 00.18855(W) AD(       ) 3
 JU2529  NAD 83(1986)-  39 36 03.37379(N)    075 33 00.19641(W) AD(       ) 3
 JU2529
 JU2529.Superseded values are not recommended for survey control.
 JU2529
 JU2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2529.See file dsdata.pdf to determine how the superseded data were derived.
 JU2529
 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 = JULY 24, 2026 22:12:30 EDT
 KV6769 ***********************************************************************
 KV6769  DESIGNATION -  FORT PLAINS 2
 KV6769  PID         -  KV6769
 KV6769  STATE/COUNTY-  NJ/MONMOUTH
 KV6769  COUNTRY     -  US
 KV6769  USGS QUAD   -  FARMINGDALE (2016)
 KV6769
 KV6769                         *CURRENT SURVEY CONTROL
 KV6769  ______________________________________________________________________
 KV6769* NAD 83(2011) POSITION- 40 11 34.56955(N) 074 14 17.37321(W)   ADJUSTED
 KV6769* NAD 83(2011) ELLIP HT-    35.484 (meters)        (06/27/12)   ADJUSTED
 KV6769* NAD 83(2011) EPOCH   -  2010.00
 KV6769* NAVD 88 ORTHO HEIGHT -    68.0   (meters)      223.    (feet) GPS OBS
 KV6769  ______________________________________________________________________
 KV6769  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6769  GEOID HEIGHT    -        -32.780 (meters)                     GEOID93
 KV6769  GEOID HEIGHT    -        -32.478 (meters)                     GEOID18
 KV6769  NAD 83(2011) X  -  1,325,311.173 (meters)                     COMP
 KV6769  NAD 83(2011) Y  - -4,695,484.390 (meters)                     COMP
 KV6769  NAD 83(2011) Z  -  4,094,396.176 (meters)                     COMP
 KV6769  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 KV6769
 KV6769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6769  Standards:
 KV6769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6769  -------------------------------------------------------------------
 KV6769  NETWORK    0.49   0.69           0.20   0.20   0.35     -0.01156777
 KV6769  -------------------------------------------------------------------
 KV6769  Click here for local accuracies and other accuracy information.
 KV6769
 KV6769.The horizontal coordinates were established by GPS observations
 KV6769.and adjusted by the National Geodetic Survey in June 2012.
 KV6769
 KV6769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6769.been affixed to the stable North American tectonic plate. See 
 KV6769.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6769
 KV6769.The horizontal coordinates are valid at the epoch date displayed above
 KV6769.which is a decimal equivalence of Year/Month/Day.
 KV6769
 KV6769.The orthometric height was determined by GPS observations and a
 KV6769.high-resolution geoid model.
 KV6769
 KV6769.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6769.GEOID18 height accuracy estimate available here.
 KV6769
 KV6769.Click photographs - Photos may exist for this station.
 KV6769
 KV6769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6769
 KV6769.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6769
 KV6769.The ellipsoidal height was determined by GPS observations
 KV6769.and is referenced to NAD 83.
 KV6769
 KV6769. The following values were computed from the NAD 83(2011) position.
 KV6769
 KV6769;                    North         East     Units Scale Factor Converg.
 KV6769;SPC NJ       -   150,968.076   172,294.321   MT  0.99990612   +0 10 08.3
 KV6769;SPC NJ       -   495,301.10    565,268.95   sFT  0.99990612   +0 10 08.3
 KV6769;UTM  18      - 4,449,449.826   564,847.429   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  =   0.99964621
 KV6769
 KV6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6484749449(NAD 83)
 KV6769
 KV6769                          SUPERSEDED SURVEY CONTROL
 KV6769
 KV6769  NAD 83(2007)-  40 11 34.56987(N)    074 14 17.37364(W) AD(2002.00) 0
 KV6769  ELLIP H (02/10/07)   35.492  (m)                       GP(2002.00)    
 KV6769  ELLIP H (09/23/02)   35.486  (m)                       GP(       ) 4 1
 KV6769  NAD 83(1996)-  40 11 34.56960(N)    074 14 17.37368(W) AD(       ) B
 KV6769  ELLIP H (07/24/97)   35.480  (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)   35.420  (m)                       GP(       ) 3 1
 KV6769
 KV6769.Superseded values are not recommended for survey control.
 KV6769
 KV6769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6769.See file dsdata.pdf to determine how the superseded data were derived.
 KV6769
 KV6769_MARKER: DD = SURVEY DISK
 KV6769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU3368 ***********************************************************************
 JU3368  DESIGNATION -  FORTESCUE 3
 JU3368  PID         -  JU3368
 JU3368  STATE/COUNTY-  NJ/CUMBERLAND
 JU3368  COUNTRY     -  US
 JU3368  USGS QUAD   -  FORTESCUE (2019)
 JU3368
 JU3368                         *CURRENT SURVEY CONTROL
 JU3368  ______________________________________________________________________
 JU3368* NAD 83(1996) POSITION- 39 14 11.21011(N) 075 10 15.73954(W)   ADJUSTED
 JU3368* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3368  ______________________________________________________________________
 JU3368  GEOID HEIGHT    -        -34.430 (meters)                     GEOID18
 JU3368  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3368.GEOID18 height accuracy estimate available here.
 JU3368
 JU3368.Click photographs - Photos may exist for this station.
 JU3368
 JU3368.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3368
 JU3368. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000514  x   0.99994131  =   0.99994645
 JU3368!UTM  18      -   1.00000514  x   0.99960268  =   0.99960782
 JU3368
 JU3368:                Primary Azimuth Mark                     Grid Az
 JU3368:SPC NJ       -  TS 3094                                  025 11 20.2
 JU3368:UTM  18      -  TS 3094                                  024 52 21.6
 JU3368
 JU3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8523843029(NAD 83)
 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                                            0244552.1 |
 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
 JU3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3368.See file dsdata.pdf to determine how the superseded data were derived.
 JU3368
 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 = JULY 24, 2026 22:12:30 EDT
 KV4272 ***********************************************************************
 KV4272  DESIGNATION -  FOUNDATION COMPANY CHIMNEY
 KV4272  PID         -  KV4272
 KV4272  STATE/COUNTY-  NJ/HUDSON
 KV4272  COUNTRY     -  US
 KV4272  USGS QUAD   -  JERSEY CITY (2019)
 KV4272
 KV4272                         *CURRENT SURVEY CONTROL
 KV4272  ______________________________________________________________________
 KV4272* NAD 83(1996) POSITION- 40 44 07.14666(N) 074 06 47.70413(W)   ADJUSTED
 KV4272  ______________________________________________________________________
 KV4272  GEOID HEIGHT    -        -32.148 (meters)                     GEOID18
 KV4272  LAPLACE CORR    -          6.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4272.GEOID18 height accuracy estimate available here.
 KV4272
 KV4272.Click photographs - Photos may exist for this station.
 KV4272
 KV4272.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4272
 KV4272. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7487409753(NAD 83)
 KV4272
 KV4272                          SUPERSEDED SURVEY CONTROL
 KV4272
 KV4272  NAD 83(1996)-  40 44 07.14655(N)    074 06 47.70426(W) AD(       ) 3
 KV4272  NAD 83(1996)-  40 44 07.14536(N)    074 06 47.70678(W) AD(       ) 3
 KV4272  NAD 83(1992)-  40 44 07.14517(N)    074 06 47.70734(W) AD(       ) 3
 KV4272  NAD 83(1986)-  40 44 07.14532(N)    074 06 47.70869(W) AD(       ) 3
 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
 KV4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4272.See file dsdata.pdf to determine how the superseded data were derived.
 KV4272
 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 = JULY 24, 2026 22:12:30 EDT
 KV6525 ***********************************************************************
 KV6525  DESIGNATION -  FOX HILL RESET
 KV6525  PID         -  KV6525
 KV6525  STATE/COUNTY-  NJ/HUNTERDON
 KV6525  COUNTRY     -  US
 KV6525  USGS QUAD   -  CALIFON (2019)
 KV6525
 KV6525                         *CURRENT SURVEY CONTROL
 KV6525  ______________________________________________________________________
 KV6525* NAD 83(2011) POSITION- 40 43 59.02137(N) 074 48 17.67525(W)   ADJUSTED
 KV6525* NAD 83(2011) ELLIP HT-   280.942 (meters)        (06/27/12)   ADJUSTED
 KV6525* NAD 83(2011) EPOCH   -  2010.00
 KV6525* NAVD 88 ORTHO HEIGHT -   314.2   (meters)     1031.    (feet) VERTCON3
 KV6525  ______________________________________________________________________
 KV6525  GEOID HEIGHT    -        -33.302 (meters)                     GEOID18
 KV6525  NAD 83(2011) X  -  1,268,647.761 (meters)                     COMP
 KV6525  NAD 83(2011) Y  - -4,670,981.420 (meters)                     COMP
 KV6525  NAD 83(2011) Z  -  4,140,188.785 (meters)                     COMP
 KV6525  LAPLACE CORR    -          3.42  (seconds)                    DEFLEC18
 KV6525
 KV6525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6525  Standards:
 KV6525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6525  -------------------------------------------------------------------
 KV6525  NETWORK    2.82   5.47           1.25   1.01   2.79      0.22490401
 KV6525  -------------------------------------------------------------------
 KV6525  Click here for local accuracies and other accuracy information.
 KV6525
 KV6525.The horizontal coordinates were established by GPS observations
 KV6525.and adjusted by the National Geodetic Survey in June 2012.
 KV6525
 KV6525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6525.been affixed to the stable North American tectonic plate. See 
 KV6525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6525
 KV6525.The horizontal coordinates are valid at the epoch date displayed above
 KV6525.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6525.GEOID18 height accuracy estimate available here.
 KV6525
 KV6525.Click photographs - Photos may exist for this station.
 KV6525
 KV6525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6525
 KV6525.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6525
 KV6525.The ellipsoidal height was determined by GPS observations
 KV6525.and is referenced to NAD 83.
 KV6525
 KV6525. The following values were computed from the NAD 83(2011) position.
 KV6525
 KV6525;                    North         East     Units Scale Factor Converg.
 KV6525;SPC NJ       -   210,951.370   124,245.697   MT  0.99990816   -0 11 56.3
 KV6525;SPC NJ       -   692,096.29    407,629.42   sFT  0.99990816   -0 11 56.3
 KV6525;UTM  18      - 4,509,143.344   516,473.406   MT  0.99960334   +0 07 38.3
 KV6525
 KV6525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6525!SPC NJ       -   0.99995593  x   0.99990816  =   0.99986410
 KV6525!UTM  18      -   0.99995593  x   0.99960334  =   0.99955929
 KV6525
 KV6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1647309143(NAD 83)
 KV6525
 KV6525                          SUPERSEDED SURVEY CONTROL
 KV6525
 KV6525  NAD 83(2007)-  40 43 59.02135(N)    074 48 17.67553(W) AD(2002.00) 0
 KV6525  ELLIP H (02/10/07)  280.943  (m)                       GP(2002.00)    
 KV6525  ELLIP H (10/23/02)  280.904  (m)                       GP(       ) 4 1
 KV6525  NAD 83(1996)-  40 43 59.02169(N)    074 48 17.67505(W) AD(       ) 2
 KV6525  ELLIP H (05/14/99)  280.918  (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)  UNKNOWN  model used  GPS OBS        
 KV6525
 KV6525.Superseded values are not recommended for survey control.
 KV6525
 KV6525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6525.See file dsdata.pdf to determine how the superseded data were derived.
 KV6525
 KV6525_MARKER: DD = SURVEY DISK
 KV6525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU2978 ***********************************************************************
 JU2978  DESIGNATION -  FRALINGER
 JU2978  PID         -  JU2978
 JU2978  STATE/COUNTY-  NJ/CUMBERLAND
 JU2978  COUNTRY     -  US
 JU2978  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2978
 JU2978                         *CURRENT SURVEY CONTROL
 JU2978  ______________________________________________________________________
 JU2978* NAD 83(1996) POSITION- 39 18 54.18081(N) 074 59 46.14997(W)   ADJUSTED
 JU2978* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2978  ______________________________________________________________________
 JU2978  GEOID HEIGHT    -        -34.175 (meters)                     GEOID18
 JU2978  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2978.GEOID18 height accuracy estimate available here.
 JU2978
 JU2978.Click photographs - Photos may exist for this station.
 JU2978
 JU2978.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2978
 JU2978. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000510  x   0.99960000  =   0.99960510
 JU2978
 JU2978:                Primary Azimuth Mark                     Grid Az
 JU2978:SPC NJ       -  MAURICETOWN CHURCH STEEPLE               177 59 57.8
 JU2978:UTM  18      -  MAURICETOWN CHURCH STEEPLE               177 40 57.3
 JU2978
 JU2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0033151738(NAD 83)
 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                                    1464651.1 |
 JU2978| JU2979 MAURICETOWN CHURCH STEEPLE          APPROX. 3.4 KM 1774106.1 |
 JU2978| JU3364 SQUARE BRICK SMOKESTACK             APPROX. 7.8 KM 1850244.7 |
 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
 JU2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2978.See file dsdata.pdf to determine how the superseded data were derived.
 JU2978
 JU2978_MARKER: DS = TRIANGULATION STATION DISK
 JU2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2978_STAMPING: FRALINGER 1935
 JU2978_MARK LOGO: CGS
 JU2978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2978+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2850 ***********************************************************************
 JU2850  DESIGNATION -  FRAMBES
 JU2850  PID         -  JU2850
 JU2850  STATE/COUNTY-  NJ/ATLANTIC
 JU2850  COUNTRY     -  US
 JU2850  USGS QUAD   -  OCEAN CITY (2019)
 JU2850
 JU2850                         *CURRENT SURVEY CONTROL
 JU2850  ______________________________________________________________________
 JU2850* NAD 83(1996) POSITION- 39 21 38.16187(N) 074 34 53.26204(W)   ADJUSTED
 JU2850* NAVD 88 ORTHO HEIGHT -    10.    (meters)       33.    (feet) SCALED
 JU2850  ______________________________________________________________________
 JU2850  GEOID HEIGHT    -        -34.249 (meters)                     GEOID18
 JU2850  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2850.GEOID18 height accuracy estimate available here.
 JU2850
 JU2850.Click photographs - Photos may exist for this station.
 JU2850
 JU2850.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2850
 JU2850. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000387  x   0.99990061  =   0.99990448
 JU2850!UTM  18      -   1.00000387  x   0.99961601  =   0.99961988
 JU2850
 JU2850:                Primary Azimuth Mark                     Grid Az
 JU2850:SPC NJ       -  SOMERS POINT STANDPIPE                   199 02 18.8
 JU2850:UTM  18      -  SOMERS POINT STANDPIPE                   198 43 17.2
 JU2850
 JU2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3605756877(NAD 83)
 JU2850
 JU2850|---------------------------------------------------------------------|
 JU2850| PID    Reference Object                     Distance      Geod. Az  |
 JU2850|                                                           dddmmss.s |
 JU2850| JU2824 BLACK STANDPIPE                     APPROX. 2.1 KM 0023758.1 |
 JU2850| CB1978 FRAMBES RM 4                         10.856 METERS 06157     |
 JU2850| JU2826 PLEASANTVILLE WATER TANK            APPROX. 4.1 KM 0620259.4 |
 JU2850| JU2839 SOMERS POINT STANDPIPE              APPROX. 4.9 KM 1985912.8 |
 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
 JU2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2850.See file dsdata.pdf to determine how the superseded data were derived.
 JU2850
 JU2850_MARKER: DS = TRIANGULATION STATION DISK
 JU2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2850_STAMPING: FRAMBES 1932
 JU2850_MARK LOGO: CGS
 JU2850_PROJECTION: RECESSED 37 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 KV3932 ***********************************************************************
 KV3932  DESIGNATION -  FRAN
 KV3932  PID         -  KV3932
 KV3932  STATE/COUNTY-  NJ/BERGEN
 KV3932  COUNTRY     -  US
 KV3932  USGS QUAD   -  WEEHAWKEN (2016)
 KV3932
 KV3932                         *CURRENT SURVEY CONTROL
 KV3932  ______________________________________________________________________
 KV3932* NAD 83(1996) POSITION- 40 51 22.26978(N) 074 01 20.39026(W)   ADJUSTED
 KV3932* NAVD 88 ORTHO HEIGHT -    23.    (meters)       75.    (feet) SCALED
 KV3932  ______________________________________________________________________
 KV3932  GEOID HEIGHT    -        -31.794 (meters)                     GEOID18
 KV3932  LAPLACE CORR    -          7.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3932.GEOID18 height accuracy estimate available here.
 KV3932
 KV3932.Click photographs - Photos may exist for this station.
 KV3932
 KV3932.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3932
 KV3932. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000143  x   0.99991996  =   0.99992139
 KV3932!SPC NY L     -   1.00000143  x   0.99999491  =   0.99999634
 KV3932!UTM  18      -   1.00000143  x   0.99968357  =   0.99968500
 KV3932
 KV3932:                Primary Azimuth Mark                     Grid Az
 KV3932:SPC NJ       -  BOGOTA FED PAPER BOARD TANK              327 34 55.3
 KV3932:SPC NY L     -  BOGOTA FED PAPER BOARD TANK              327 54 32.8
 KV3932:UTM  18      -  BOGOTA FED PAPER BOARD TANK              327 15 17.7
 KV3932
 KV3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8240223252(NAD 83)
 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
 KV3932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3932.See file dsdata.pdf to determine how the superseded data were derived.
 KV3932
 KV3932_MARKER: DS = TRIANGULATION STATION DISK
 KV3932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3932_SP_SET: CHURCH ROOF
 KV3932_STAMPING: FRAN 1932
 KV3932_MARK LOGO: CGS
 KV3932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV4203 ***********************************************************************
 KV4203  DESIGNATION -  FRANK
 KV4203  PID         -  KV4203
 KV4203  STATE/COUNTY-  NJ/BERGEN
 KV4203  COUNTRY     -  US
 KV4203  USGS QUAD   -  ORANGE (2016)
 KV4203
 KV4203                         *CURRENT SURVEY CONTROL
 KV4203  ______________________________________________________________________
 KV4203* NAD 83(1996) POSITION- 40 48 40.36375(N) 074 07 41.00200(W)   ADJUSTED
 KV4203* NAVD 88 ORTHO HEIGHT -    20.    (meters)       66.    (feet) SCALED
 KV4203  ______________________________________________________________________
 KV4203  GEOID HEIGHT    -        -32.173 (meters)                     GEOID18
 KV4203  LAPLACE CORR    -          6.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4203.GEOID18 height accuracy estimate available here.
 KV4203
 KV4203.Click photographs - Photos may exist for this station.
 KV4203
 KV4203.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4203
 KV4203. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000196  x   0.99991212  =   0.99991408
 KV4203!SPC NY L     -   1.00000196  x   0.99999513  =   0.99999709
 KV4203!UTM  18      -   1.00000196  x   0.99966657  =   0.99966853
 KV4203
 KV4203:                Primary Azimuth Mark                     Grid Az
 KV4203:SPC NJ       -  PASSAIC R MAAS WALDSTEIN CHIM            209 25 59.4
 KV4203:SPC NY L     -  PASSAIC R MAAS WALDSTEIN CHIM            209 45 36.0
 KV4203:UTM  18      -  PASSAIC R MAAS WALDSTEIN CHIM            209 06 22.9
 KV4203
 KV4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7354118165(NAD 83)
 KV4203
 KV4203|---------------------------------------------------------------------|
 KV4203| PID    Reference Object                     Distance      Geod. Az  |
 KV4203|                                                           dddmmss.s |
 KV4203| KV4200 PASSAIC R MAAS WALDSTEIN CHIM       APPROX. 4.2 KM 2094034.5 |
 KV4203| KV4198 N NEWARK MONO SERVICE TANK          APPROX. 4.5 KM 2113433.9 |
 KV4203| KV4135 BELLEVILLE NEALY WIRE WKS CHIM      APPROX. 2.4 KM 2164953.8 |
 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
 KV4203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4203.See file dsdata.pdf to determine how the superseded data were derived.
 KV4203
 KV4203_MARKER: DS = TRIANGULATION STATION DISK
 KV4203_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV4203+WITH SETTING: PAVEMENT
 KV4203_SP_SET: BLOCK
 KV4203_STAMPING: FRANK 1933
 KV4203_MARK LOGO: CGS
 KV4203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4203+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 LY0695 ***********************************************************************
 LY0695  DESIGNATION -  FRANKLIN 1
 LY0695  PID         -  LY0695
 LY0695  STATE/COUNTY-  NJ/SUSSEX
 LY0695  COUNTRY     -  US
 LY0695  USGS QUAD   -  FRANKLIN (2019)
 LY0695
 LY0695                         *CURRENT SURVEY CONTROL
 LY0695  ______________________________________________________________________
 LY0695* NAD 83(1986) POSITION- 41 07 08.91   (N) 074 35 16.89   (W)   HD_HELD1
 LY0695* NAVD 88 ORTHO HEIGHT -   189.230 (meters)      620.83  (feet) ADJUSTED
 LY0695  ______________________________________________________________________
 LY0695  GEOID HEIGHT    -        -32.489 (meters)                     GEOID18
 LY0695  DYNAMIC HEIGHT  -        189.148 (meters)      620.56  (feet) COMP
 LY0695  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 LY0695
 LY0695  VERT ORDER      -  FIRST     CLASS II
 LY0695
 LY0695.The horizontal coordinates were determined by differentially corrected
 LY0695.hand held GPS observations or other comparable positioning techniques
 LY0695.and have an estimated accuracy of +/- 3 meters.
 LY0695
 LY0695.The orthometric height was determined by differential leveling and
 LY0695.adjusted by the NATIONAL GEODETIC SURVEY
 LY0695.in June 1991.
 LY0695
 LY0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0695.GEOID18 height accuracy estimate available here.
 LY0695
 LY0695.Click photographs - Photos may exist for this station.
 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       -   253,781.3     142,608.1     MT  (+/- 3 meters HH1 GPS) 
 LY0695
 LY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3458552064(NAD 83)
 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
 LY0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0695.See file dsdata.pdf to determine how the superseded data were derived.
 LY0695
 LY0695_MARKER: DB = BENCH MARK DISK
 LY0695_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LY0695+WITH SETTING: PAVEMENT
 LY0695_SP_SET: GRANITE BASE
 LY0695_STAMPING: 621.482 FRANKLIN NO 1 1933
 LY0695_MARK LOGO: CGS
 LY0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0695+STABILITY: SURFACE MOTION
 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             CGS
 LY0695  HISTORY     - 20010731 GOOD             STEWRT
 LY0695
 LY0695                          STATION DESCRIPTION
 LY0695
 LY0695'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0689 ***********************************************************************
 LY0689  DESIGNATION -  FRANKLIN 3 RESET
 LY0689  PID         -  LY0689
 LY0689  STATE/COUNTY-  NJ/SUSSEX
 LY0689  COUNTRY     -  US
 LY0689  USGS QUAD   -  FRANKLIN (2019)
 LY0689
 LY0689                         *CURRENT SURVEY CONTROL
 LY0689  ______________________________________________________________________
 LY0689* NAD 83(1986) POSITION- 41 06 42.8    (N) 074 35 19.8    (W)   HD_HELD2
 LY0689* NAVD 88 ORTHO HEIGHT -   162.48  (meters)      533.1   (feet) RESET
 LY0689  ______________________________________________________________________
 LY0689  GEOID HEIGHT    -        -32.494 (meters)                     GEOID18
 LY0689  VERT ORDER      -  THIRD
 LY0689
 LY0689.The horizontal coordinates were established by autonomous hand held GPS
 LY0689.observations and have an estimated accuracy of +/- 10 meters.
 LY0689
 LY0689.The orthometric height was computed from unverified reset data.
 LY0689
 LY0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0689.GEOID18 height accuracy estimate available here.
 LY0689
 LY0689.Click photographs - Photos may exist for this station.
 LY0689
 LY0689;                    North         East    Units  Estimated Accuracy
 LY0689;SPC NJ       -   252,976.      142,539.      MT  (+/- 10 meters HH2 GPS)
 LY0689
 LY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3452151259(NAD 83)
 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
 LY0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0689.See file dsdata.pdf to determine how the superseded data were derived.
 LY0689
 LY0689_MARKER: DB = BENCH MARK DISK
 LY0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0689_SP_SET: BRIDGE
 LY0689_STAMPING: 533.731 FRANKLIN 3 RESET 1938
 LY0689_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV5494 ***********************************************************************
 KV5494  DESIGNATION -  FRANKLIN PARK 6 MI RUN REF CH
 KV5494  PID         -  KV5494
 KV5494  STATE/COUNTY-  NJ/SOMERSET
 KV5494  COUNTRY     -  US
 KV5494  USGS QUAD   -  MONMOUTH JUNCTION (2016)
 KV5494
 KV5494                         *CURRENT SURVEY CONTROL
 KV5494  ______________________________________________________________________
 KV5494* NAD 83(1996) POSITION- 40 26 18.93259(N) 074 32 10.17883(W)   ADJUSTED
 KV5494  ______________________________________________________________________
 KV5494  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 KV5494  LAPLACE CORR    -          5.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5494.GEOID18 height accuracy estimate available here.
 KV5494
 KV5494.Click photographs - Photos may exist for this station.
 KV5494
 KV5494.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5494
 KV5494. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3933876541(NAD 83)
 KV5494
 KV5494                          SUPERSEDED SURVEY CONTROL
 KV5494
 KV5494  NAD 83(1986)-  40 26 18.93336(N)    074 32 10.18042(W) AD(       ) 3
 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
 KV5494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5494.See file dsdata.pdf to determine how the superseded data were derived.
 KV5494
 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 = JULY 24, 2026 22:12:30 EDT
 DJ5353 ***********************************************************************
 DJ5353  DESIGNATION -  FREE
 DJ5353  PID         -  DJ5353
 DJ5353  STATE/COUNTY-  NJ/MONMOUTH
 DJ5353  COUNTRY     -  US
 DJ5353  USGS QUAD   -  ADELPHIA (2019)
 DJ5353
 DJ5353                         *CURRENT SURVEY CONTROL
 DJ5353  ______________________________________________________________________
 DJ5353* NAD 83(2011) POSITION- 40 14 39.88243(N) 074 16 19.97814(W)   ADJUSTED
 DJ5353* NAD 83(2011) ELLIP HT-    13.810 (meters)        (06/27/12)   ADJUSTED
 DJ5353* NAD 83(2011) EPOCH   -  2010.00
 DJ5353* NAVD 88 ORTHO HEIGHT -    46.149 (meters)      151.41  (feet) ADJUSTED
 DJ5353  ______________________________________________________________________
 DJ5353  GEOID HEIGHT    -        -32.363 (meters)                     GEOID18
 DJ5353  NAD 83(2011) X  -  1,321,514.989 (meters)                     COMP
 DJ5353  NAD 83(2011) Y  - -4,692,702.830 (meters)                     COMP
 DJ5353  NAD 83(2011) Z  -  4,098,746.710 (meters)                     COMP
 DJ5353  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 DJ5353  DYNAMIC HEIGHT  -         46.130 (meters)      151.34  (feet) COMP
 DJ5353  MODELED GRAVITY -    980,213.7   (mgal)                       NAVD 88
 DJ5353
 DJ5353  VERT ORDER      -  SECOND    CLASS II
 DJ5353
 DJ5353  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5353  Standards:
 DJ5353         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5353            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5353  -------------------------------------------------------------------
 DJ5353  NETWORK    0.54   1.33           0.24   0.20   0.68     -0.08912366
 DJ5353  -------------------------------------------------------------------
 DJ5353  Click here for local accuracies and other accuracy information.
 DJ5353
 DJ5353.The horizontal coordinates were established by GPS observations
 DJ5353.and adjusted by the National Geodetic Survey in June 2012.
 DJ5353
 DJ5353.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5353.been affixed to the stable North American tectonic plate. See 
 DJ5353.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5353
 DJ5353.The horizontal coordinates are valid at the epoch date displayed above
 DJ5353.which is a decimal equivalence of Year/Month/Day.
 DJ5353
 DJ5353.The orthometric height was determined by differential leveling and
 DJ5353.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5353.in May 2011.
 DJ5353
 DJ5353.No vertical observational check was made to the station.
 DJ5353
 DJ5353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5353.GEOID18 height accuracy estimate available here.
 DJ5353
 DJ5353.Click photographs - Photos may exist for this station.
 DJ5353
 DJ5353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5353
 DJ5353.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5353
 DJ5353.The ellipsoidal height was determined by GPS observations
 DJ5353.and is referenced to NAD 83.
 DJ5353
 DJ5353.The dynamic height is computed by dividing the NAVD 88
 DJ5353.geopotential number by the normal gravity value computed on the
 DJ5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5353.degrees latitude (g = 980.6199 gals.).
 DJ5353
 DJ5353.The modeled gravity was interpolated from observed gravity values.
 DJ5353
 DJ5353. The following values were computed from the NAD 83(2011) position.
 DJ5353
 DJ5353;                    North         East     Units Scale Factor Converg.
 DJ5353;SPC NJ       -   156,675.329   169,379.884   MT  0.99990462   +0 08 49.8
 DJ5353;SPC NJ       -   514,025.64    555,707.17   sFT  0.99990462   +0 08 49.8
 DJ5353;UTM  18      - 4,455,139.108   561,901.632   MT  0.99964717   +0 28 12.7
 DJ5353
 DJ5353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5353!SPC NJ       -   0.99999783  x   0.99990462  =   0.99990245
 DJ5353!UTM  18      -   0.99999783  x   0.99964717  =   0.99964500
 DJ5353
 DJ5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6190155139(NAD 83)
 DJ5353
 DJ5353                          SUPERSEDED SURVEY CONTROL
 DJ5353
 DJ5353  NAD 83(2007)-  40 14 39.88261(N)    074 16 19.97869(W) AD(2002.00) B
 DJ5353  ELLIP H (03/15/07)   13.826  (m)                       GP(2002.00) 4 1
 DJ5353  NAVD 88 (03/15/07)   46.19   (m)  GEOID03  model used  GPS OBS        
 DJ5353
 DJ5353.Superseded values are not recommended for survey control.
 DJ5353
 DJ5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5353.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5353
 DJ5353_MARKER: DD = SURVEY DISK
 DJ5353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5353_STAMPING: FREE 2001
 DJ5353_MARK LOGO: NJGS
 DJ5353_PROJECTION: FLUSH
 DJ5353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5353+STABILITY: SURFACE MOTION
 DJ5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5353+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DJ5353
 DJ5353  HISTORY     - Date     Condition        Report By
 DJ5353  HISTORY     - 2001     MONUMENTED       NJGS
 DJ5353  HISTORY     - 20061108 GOOD             NJGS
 DJ5353
 DJ5353                          STATION DESCRIPTION
 DJ5353
 DJ5353'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (ECB)
 DJ5353'THE STATION IS LOCATED FREEHOLD TOWNSHIP, ON THE GROUNDS OF THE NJ
 DJ5353'DEPARTMENT OF TRANSPORTATION FREEHOLD REGIONAL HEADQUARTERS.
 DJ5353'
 DJ5353'TO REACH THE STATION FROM THE JUNCTION OF SOUTH STREET (NJ ROUTE 79)
 DJ5353'AND PARK AVENUE (NJ ROUTE 33 BUSINESS), GO 0.35 MI (0.56 KM) SOUTH ON
 DJ5353'ROUTE 79 TO DANIELS WAY ON THE LEFT, TURN LEFT AND GO 0.15 MI (0.24
 DJ5353'KM) EAST TO THE STATION ON THE RIGHT AT THE SOUTHWEST CORNER OF A ROAD
 DJ5353'LEADING SOUTH INTO THE COMPLEX GAS PUMPS AND DANIELS WAY.
 DJ5353'
 DJ5353'THE STATION IS NORTHEAST OF THE NORTHEAST CORNER OF THE PARKING LOT IN
 DJ5353'FRONT OF THE REGIONAL HEADQUARTERS BUILDING, 6.4 M (21.0 FT) NORTH OF
 DJ5353'POLE NUMBER BT3581FT, 9.2 M (30.2 FT) SOUTH OF THE CENTERLINE OF
 DJ5353'DANIELS WAY, 11.0 M (36.1 FT) WEST OF THE CENTERLINE OF THE COMPLEX
 DJ5353'ROAD LEADING TO THE GAS PUMPS, AND 8.9 M (29.2 FT) WEST OF AN INLET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AE5060 ***********************************************************************
 AE5060  DESIGNATION -  FREEHOLD
 AE5060  PID         -  AE5060
 AE5060  STATE/COUNTY-  NJ/MONMOUTH
 AE5060  COUNTRY     -  US
 AE5060  USGS QUAD   -  FREEHOLD (2019)
 AE5060
 AE5060                         *CURRENT SURVEY CONTROL
 AE5060  ______________________________________________________________________
 AE5060* NAD 83(1996) POSITION- 40 15 37.08823(N) 074 16 27.28664(W)   ADJUSTED
 AE5060* NAVD 88 ORTHO HEIGHT -    52.522 (meters)      172.32  (feet) ADJUSTED
 AE5060  ______________________________________________________________________
 AE5060  GEOID HEIGHT    -        -32.350 (meters)                     GEOID18
 AE5060  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 AE5060  DYNAMIC HEIGHT  -         52.501 (meters)      172.25  (feet) COMP
 AE5060  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 AE5060
 AE5060  HORZ ORDER      -  FIRST
 AE5060  VERT ORDER      -  SECOND    CLASS II
 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 orthometric height was determined by differential leveling and
 AE5060.adjusted by the NATIONAL GEODETIC SURVEY
 AE5060.in May 2011.
 AE5060
 AE5060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5060.GEOID18 height accuracy estimate available here.
 AE5060
 AE5060.Click photographs - Photos may exist for this station.
 AE5060
 AE5060.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE5060
 AE5060.The dynamic height is computed by dividing the NAVD 88
 AE5060.geopotential number by the normal gravity value computed on the
 AE5060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5060.degrees latitude (g = 980.6199 gals.).
 AE5060
 AE5060.The modeled gravity was interpolated from observed gravity values.
 AE5060
 AE5060. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999684  x   0.99990454  =   0.99990138
 AE5060!UTM  18      -   0.99999684  x   0.99964688  =   0.99964372
 AE5060
 AE5060:                Primary Azimuth Mark                     Grid Az
 AE5060:SPC NJ       -  3260                                     170 50 21.3
 AE5060:UTM  18      -  3260                                     170 30 58.0
 AE5060
 AE5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6171456901(NAD 83)
 AE5060
 AE5060|---------------------------------------------------------------------|
 AE5060| PID    Reference Object                     Distance      Geod. Az  |
 AE5060|                                                           dddmmss.s |
 AE5060| KV0909 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
 AE5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5060.See file dsdata.pdf to determine how the superseded data were derived.
 AE5060
 AE5060_MARKER: DS = TRIANGULATION STATION DISK
 AE5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5060_STAMPING: FREEHOLD 1935
 AE5060_MARK LOGO: CGS
 AE5060_PROJECTION: FLUSH
 AE5060_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5060+STABILITY: SURFACE MOTION
 AE5060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5060+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2014
 AE5060
 AE5060  HISTORY     - Date     Condition        Report By
 AE5060  HISTORY     - 1935     MONUMENTED       CGS
 AE5060  HISTORY     - 20010425 GOOD             USPSQD
 AE5060  HISTORY     - 20061108 GOOD             NJGS
 AE5060  HISTORY     - 20141205 GOOD             GEOCAC
 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.
 AE5060
 AE5060                          STATION RECOVERY (2006)
 AE5060
 AE5060'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 AE5060'THE STATION IS LOCATED IN FREEHOLD BOROUGH, IN FRONT OF THE FORMER
 AE5060'MONMOUTH COUNTY COURTHOUSE, NOW THE MONMOUTH COUNTY HALL OF RECORDS.
 AE5060'
 AE5060'THE STATION IS 12.8 M (42.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE
 AE5060'SOUTHEAST ENTRANCE EXTENDED OF THE HALL OF RECORDS, 14.2 M (46.6 FT)
 AE5060'NORTH-NORTHWEST OF THE NORTHWEST CURB OF EAST MAIN STREET (NJ ROUTE
 AE5060'79-COUNTY ROUTE 537), 13.9 M (45.6 FT) NORTHWEST OF A FIRE HYDRANT,
 AE5060'9.2 M (30.2 FT) NORTH-NORTHWEST OF STATION 3246 NJGS (KV0909), 30.45 M
 AE5060'(99.9 FT) EAST OF THE SOUTHWEST CORNER OF THE HALL OF RECORDS.
 AE5060
 AE5060                          STATION RECOVERY (2014)
 AE5060
 AE5060'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 AE5060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0907 ***********************************************************************
 KV0907  DESIGNATION -  FREEHOLD 1
 KV0907  PID         -  KV0907
 KV0907  STATE/COUNTY-  NJ/MONMOUTH
 KV0907  COUNTRY     -  US
 KV0907  USGS QUAD   -  FREEHOLD (2019)
 KV0907
 KV0907                         *CURRENT SURVEY CONTROL
 KV0907  ______________________________________________________________________
 KV0907* NAD 83(1986) POSITION- 40 16 11.     (N) 074 18 18.     (W)   SCALED
 KV0907* NAVD 88 ORTHO HEIGHT -    42.413 (meters)      139.15  (feet) ADJUSTED
 KV0907  ______________________________________________________________________
 KV0907  GEOID HEIGHT    -        -32.352 (meters)                     GEOID18
 KV0907  DYNAMIC HEIGHT  -         42.396 (meters)      139.09  (feet) COMP
 KV0907  MODELED GRAVITY -    980,217.4   (mgal)                       NAVD 88
 KV0907
 KV0907  VERT ORDER      -  SECOND    CLASS II
 KV0907
 KV0907.The horizontal coordinates were scaled from a map and have
 KV0907.an estimated accuracy of +/- 6 seconds.
 KV0907
 KV0907.The orthometric height was determined by differential leveling and
 KV0907.adjusted by the NATIONAL GEODETIC SURVEY
 KV0907.in June 1991.
 KV0907
 KV0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0907.GEOID18 height accuracy estimate available here.
 KV0907
 KV0907.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK590579(NAD 83)
 KV0907
 KV0907                          SUPERSEDED SURVEY CONTROL
 KV0907
 KV0907  NGVD 29 (11/26/84)   42.774  (m)          140.33   (f) ADJUSTED    2 0
 KV0907
 KV0907.Superseded values are not recommended for survey control.
 KV0907
 KV0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0907.See file dsdata.pdf to determine how the superseded data were derived.
 KV0907
 KV0907_MARKER: Q = CHISELED SQUARE
 KV0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0907_SP_SET: BRIDGE
 KV0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0907+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2014
 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  HISTORY     - 20070705 GOOD             NJGS
 KV0907  HISTORY     - 20141205 GOOD             GEOCAC
 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.
 KV0907
 KV0907                          STATION RECOVERY (2007)
 KV0907
 KV0907'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 KV0907'LOCATED IN FREEHOLD TOWNSHIP, ON THE NORTH END OF THE BRIDGE SEAT OF
 KV0907'THE EAST ABUTMENT OF THE RAILROAD BRIDGE SPANNING WEMROCK ROAD JUST
 KV0907'SOUTH OF THE JUNCTION WITH MONMOUTH COUNTY ROUTE 522, A CHISLED SQUARE
 KV0907'CUT.
 KV0907'
 KV0907'THE STATION IS 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 KV0907'BRIDGE SEAT, 2.9 M (9.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 KV0907'TRACKS, 4.0 M (13.1 FT) SOUTHEAST OF THE CENTERLINE OF WEMROCK ROAD,
 KV0907'ABOUT 0.9 M (3.0 FT) BELOW THE TRACKS AND ABOUT 3.2 M (10.5 FT) ABOVE
 KV0907'THE ROAD.
 KV0907'
 KV0907'NOTE THAT THE ORIGINAL DESCRIPTION HAD THE STATION BEING ON THE SOUTH
 KV0907'END OF THE BRIDGE SEAT.
 KV0907
 KV0907                          STATION RECOVERY (2014)
 KV0907
 KV0907'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 KV0907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0910 ***********************************************************************
 KV0910  DESIGNATION -  FREEHOLD 3
 KV0910  PID         -  KV0910
 KV0910  STATE/COUNTY-  NJ/MONMOUTH
 KV0910  COUNTRY     -  US
 KV0910  USGS QUAD   -  FREEHOLD (2019)
 KV0910
 KV0910                         *CURRENT SURVEY CONTROL
 KV0910  ______________________________________________________________________
 KV0910* NAD 83(1986) POSITION- 40 15 16.7    (N) 074 15 59.1    (W)   HD_HELD2
 KV0910* NAVD 88 ORTHO HEIGHT -    45.221 (meters)      148.36  (feet) ADJUSTED
 KV0910  ______________________________________________________________________
 KV0910  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 KV0910  DYNAMIC HEIGHT  -         45.202 (meters)      148.30  (feet) COMP
 KV0910  MODELED GRAVITY -    980,214.7   (mgal)                       NAVD 88
 KV0910
 KV0910  VERT ORDER      -  SECOND    CLASS II
 KV0910
 KV0910.The horizontal coordinates were established by autonomous hand held GPS
 KV0910.observations and have an estimated accuracy of +/- 10 meters.
 KV0910
 KV0910.The orthometric height was determined by differential leveling and
 KV0910.adjusted by the NATIONAL GEODETIC SURVEY
 KV0910.in June 1991.
 KV0910
 KV0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0910.GEOID18 height accuracy estimate available here.
 KV0910
 KV0910.Click photographs - Photos may exist for this station.
 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       -   157,812.      169,870.      MT  (+/- 10 meters HH2 GPS)
 KV0910
 KV0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6238556278(NAD 83)
 KV0910
 KV0910                          SUPERSEDED SURVEY CONTROL
 KV0910
 KV0910  NGVD 29 (11/26/84)   45.590  (m)          149.57   (f) ADJUSTED    2 0
 KV0910
 KV0910.Superseded values are not recommended for survey control.
 KV0910
 KV0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0910.See file dsdata.pdf to determine how the superseded data were derived.
 KV0910
 KV0910_MARKER: B = BOLT
 KV0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0910_SP_SET: BRIDGE SEAT
 KV0910_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0910+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2015
 KV0910
 KV0910  HISTORY     - Date     Condition        Report By
 KV0910  HISTORY     - UNK      MONUMENTED       PRR
 KV0910  HISTORY     - 1935     GOOD             CGS
 KV0910  HISTORY     - 1974     GOOD             NGS
 KV0910  HISTORY     - 20061102 GOOD             NJGS
 KV0910  HISTORY     - 20150123 GOOD             GEOCAC
 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.
 KV0910
 KV0910                          STATION RECOVERY (2006)
 KV0910
 KV0910'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV0910'THE STATION IS LOCATED IN THE BOROUGH OF FREEHOLD.
 KV0910'
 KV0910'THE STATION THAT WAS FOUND WAS A BOLT IN THE SOUTHWEST END OF THE
 KV0910'RAILROAD BRIDGE SEAT OF THE SOUTHEAST ABUTMENT OVER DEBOIS CREEK IN
 KV0910'THE NORTHWEST CORNER OF THE CLAYTON CONCRETE FACILITY AT THE EAST END
 KV0910'OF INSTITUTE AVENUE.  IN ADDITION A CHISELED SQUARE CUT WAS FOUND
 KV0910'SOUTHWEST OF THE BOLT.
 KV0910'
 KV0910'TO REACH THE STATION FROM NJ ROUTE 79 AND NJ ROUTE 33 BUSINESS (PARK
 KV0910'AVENUE, GO 0.3 MI (0.48 KM) NORTH ON ROUTE 79 TO INSTITUTE AVENUE,
 KV0910'TURN RIGHT AND GO 0.35 MI (0.56 KM) EAST TO THE END OF THE AVENUE AND
 KV0910'THE ENTRANCE GATE TO THE CLAYTON FACILITY, PROCEED THRU THE GATE AND
 KV0910'GO 0.05 MI (0.08 KM) NORTH-NORTHWEST TO THE NORTHWEST CORNER OF THE
 KV0910'COMPLEX AT THE RAILROAD TRACKS AND THE BRIDGE OVER THE CREEK.
 KV0910'
 KV0910'THE STATION IS 9.5 FT (2.9 M) SOUTHWEST OF THE SOUTHWEST RAIL, 0.5 M
 KV0910'(1.6 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE SEAT, 3.3 FT (1.0 M)
 KV0910'SOUTHWEST OF THE SOUTHWEST FACE OF THE BRIDGE, 43.0 FT (13.1 M)
 KV0910'SOUTHEAST OF AN ATT TRANSCONTINENTAL CABLE WARNING POST (NUMBER 17/3),
 KV0910'AND ABOUT 3.3 FT (1.0 M) BELOW THE TRACK.
 KV0910
 KV0910                          STATION RECOVERY (2015)
 KV0910
 KV0910'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 KV0910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DK6568 ***********************************************************************
 DK6568  DESIGNATION -  FREEHOLD 3 SQUARE CUT
 DK6568  PID         -  DK6568
 DK6568  STATE/COUNTY-  NJ/MONMOUTH
 DK6568  COUNTRY     -  US
 DK6568  USGS QUAD   -  FREEHOLD (2019)
 DK6568
 DK6568                         *CURRENT SURVEY CONTROL
 DK6568  ______________________________________________________________________
 DK6568* NAD 83(1986) POSITION- 40 15 16.7    (N) 074 15 59.1    (W)   HD_HELD2
 DK6568* NAVD 88 ORTHO HEIGHT -    45.215 (meters)      148.34  (feet) ADJUSTED
 DK6568  ______________________________________________________________________
 DK6568  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 DK6568  DYNAMIC HEIGHT  -         45.197 (meters)      148.28  (feet) COMP
 DK6568  MODELED GRAVITY -    980,214.9   (mgal)                       NAVD 88
 DK6568
 DK6568  VERT ORDER      -  SECOND    CLASS II
 DK6568
 DK6568.The horizontal coordinates were established by autonomous hand held GPS
 DK6568.observations and have an estimated accuracy of +/- 10 meters.
 DK6568
 DK6568.The orthometric height was determined by differential leveling and
 DK6568.adjusted by the NATIONAL GEODETIC SURVEY
 DK6568.in May 2011.
 DK6568
 DK6568.No vertical observational check was made to the station.
 DK6568
 DK6568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6568.GEOID18 height accuracy estimate available here.
 DK6568
 DK6568.Click photographs - Photos may exist for this station.
 DK6568
 DK6568.The dynamic height is computed by dividing the NAVD 88
 DK6568.geopotential number by the normal gravity value computed on the
 DK6568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6568.degrees latitude (g = 980.6199 gals.).
 DK6568
 DK6568.The modeled gravity was interpolated from observed gravity values.
 DK6568
 DK6568;                    North         East    Units  Estimated Accuracy
 DK6568;SPC NJ       -   157,812.      169,870.      MT  (+/- 10 meters HH2 GPS)
 DK6568
 DK6568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6238556278(NAD 83)
 DK6568
 DK6568                          SUPERSEDED SURVEY CONTROL
 DK6568
 DK6568.No superseded survey control is available for this station.
 DK6568
 DK6568_MARKER: Q = CHISELED SQUARE
 DK6568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6568_SP_SET: BRIDGE SEAT
 DK6568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6568+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DK6568
 DK6568  HISTORY     - Date     Condition        Report By
 DK6568  HISTORY     - UNK      MONUMENTED       PRR
 DK6568  HISTORY     - 20061102 GOOD             NJGS
 DK6568
 DK6568                          STATION DESCRIPTION
 DK6568
 DK6568'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DK6568'THE STATION IS LOCATED IN THE BOROUGH OF FREEHOLD.
 DK6568'
 DK6568'THE STATION THAT WAS FOUND WAS A CHISELED SQUARE CUT IN THE SOUTHWEST
 DK6568'END OF THE RAILROAD BRIDGE SEAT OF THE SOUTHEAST ABUTMENT OVER DEBOIS
 DK6568'CREEK IN THE NORTHWEST CORNER OF THE CLAYTON CONCRETE FACILITY AT THE
 DK6568'EAST END OF INSTITUTE AVENUE.  IN ADDITION A BOLT (FREEHOLD 3 PRR -
 DK6568'KV0910) WAS FOUND NORTHEAST OF THE SQUARE CUT.
 DK6568'
 DK6568'TO REACH THE STATION FROM NJ ROUTE 79 AND NJ ROUTE 33 BUSINESS (PARK
 DK6568'AVENUE, GO 0.3 MI (0.48 KM) NORTH ON ROUTE 79 TO INSTITUTE AVENUE,
 DK6568'TURN RIGHT AND GO 0.35 MI (0.56 KM) EAST TO THE END OF THE AVENUE AND
 DK6568'THE ENTRANCE GATE TO THE CLAYTON FACILITY, PROCEED THRU THE GATE AND
 DK6568'GO 0.05 MI (0.08 KM) NORTH-NORTHWEST TO THE NORTHWEST CORNER OF THE
 DK6568'COMPLEX AT THE RAILROAD TRACKS AND THE BRIDGE OVER THE CREEK.
 DK6568'
 DK6568'THE STATION IS 10.0 FT (3.0 M) SOUTHWEST OF THE SOUTHWEST RAIL, 0.3 M
 DK6568'(1.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE SEAT, 3.3 FT (1.0 M)
 DK6568'SOUTHWEST OF THE SOUTHWEST FACE OF THE BRIDGE, 43.0 FT (13.1 M)
 DK6568'SOUTHEAST OF AN ATT TRANSCONTINENTAL CABLE WARNING POST (NUMBER 17/3),
 DK6568'AND ABOUT 3.3 FT (1.0 M) BELOW THE TRACK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0908 ***********************************************************************
 KV0908  DESIGNATION -  FREEHOLD BOF
 KV0908  PID         -  KV0908
 KV0908  STATE/COUNTY-  NJ/MONMOUTH
 KV0908  COUNTRY     -  US
 KV0908  USGS QUAD   -  FREEHOLD (2019)
 KV0908
 KV0908                         *CURRENT SURVEY CONTROL
 KV0908  ______________________________________________________________________
 KV0908* NAD 83(1986) POSITION- 40 15 31.53   (N) 074 16 34.62   (W)   HD_HELD1
 KV0908* NAVD 88 ORTHO HEIGHT -    53.967 (meters)      177.06  (feet) ADJUSTED
 KV0908  ______________________________________________________________________
 KV0908  GEOID HEIGHT    -        -32.350 (meters)                     GEOID18
 KV0908  DYNAMIC HEIGHT  -         53.944 (meters)      176.98  (feet) COMP
 KV0908  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 KV0908
 KV0908  VERT ORDER      -  SECOND    CLASS II
 KV0908
 KV0908.The horizontal coordinates were determined by differentially corrected
 KV0908.hand held GPS observations or other comparable positioning techniques
 KV0908.and have an estimated accuracy of +/- 3 meters.
 KV0908
 KV0908.The orthometric height was determined by differential leveling and
 KV0908.adjusted by the NATIONAL GEODETIC SURVEY
 KV0908.in June 1991.
 KV0908
 KV0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0908.GEOID18 height accuracy estimate available here.
 KV0908
 KV0908.Click photographs - Photos may exist for this station.
 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       -   158,267.3     169,029.8     MT  (+/- 3 meters HH1 GPS) 
 KV0908
 KV0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6154256728(NAD 83)
 KV0908
 KV0908                          SUPERSEDED SURVEY CONTROL
 KV0908
 KV0908  NGVD 29 (11/26/84)   54.328  (m)          178.24   (f) ADJUSTED    2 0
 KV0908
 KV0908.Superseded values are not recommended for survey control.
 KV0908
 KV0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0908.See file dsdata.pdf to determine how the superseded data were derived.
 KV0908
 KV0908_MARKER: DB = BENCH MARK DISK
 KV0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0908_STAMPING: FREEHOLD 1935 178.241
 KV0908_MARK LOGO: CGS
 KV0908_PROJECTION: PROJECTING 5 CENTIMETERS
 KV0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0908+STABILITY: SURFACE MOTION
 KV0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0908+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2014
 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  HISTORY     - 20061108 GOOD             NJGS
 KV0908  HISTORY     - 20141205 GOOD             GEOCAC
 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.
 KV0908
 KV0908                          STATION RECOVERY (2006)
 KV0908
 KV0908'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV0908'THE STATION THAT WAS RECOVERED IS LOCATED IN FREEHOLD BOROUGH, ON THE
 KV0908'NORTHWEST SIDE OF MAIN STREET (COUNTY ROUTE 537), ON THE SOUTHWEST
 KV0908'SIDE OF A CONCRETE DRIVEWAY LEADING TO THE FREEHOLD FIRE DEPARTMENT
 KV0908'BUILDING, A SQUARE MONUMENT IN THE GRASSY AREA ADJACENT TO THE
 KV0908'DRIVEWAY.
 KV0908'
 KV0908'THE STATION IS 61.6 M (202.1 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF
 KV0908'THE TRAIN TRACKS AT THE MAIN STREET GRADE CROSSING, 11.4 M (37.4 FT)
 KV0908'SOUTHEAST OF THE EAST CORNER OF THE MUNICIPAL BUILDING (51 MAIN
 KV0908'STREET), 11.7 M (38.4 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST COLUMN OF
 KV0908'THE FIRE STATION.
 KV0908'
 KV0908'THE STATION SETTING IS A MONUMENT RATHER THAN LIGHT STRUCTURE
 KV0908'(DRIVEWAY) AS IN THE ORIGINAL DESCRIPTION, THE STAMPING IS FREEHOLD
 KV0908'1935 178.241 RATHER THAN FREEHOLD BOF AS IN THE ORIGINAL DESCRIPTION.
 KV0908
 KV0908                          STATION RECOVERY (2014)
 KV0908
 KV0908'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 KV0908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5407 ***********************************************************************
 KV5407  DESIGNATION -  FREEHOLD TALL BRICK STACK
 KV5407  PID         -  KV5407
 KV5407  STATE/COUNTY-  NJ/MONMOUTH
 KV5407  COUNTRY     -  US
 KV5407  USGS QUAD   -  FREEHOLD (2019)
 KV5407
 KV5407                         *CURRENT SURVEY CONTROL
 KV5407  ______________________________________________________________________
 KV5407* NAD 83(1996) POSITION- 40 15 33.74811(N) 074 16 08.92657(W)   ADJUSTED
 KV5407  ______________________________________________________________________
 KV5407  GEOID HEIGHT    -        -32.352 (meters)                     GEOID18
 KV5407  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5407.GEOID18 height accuracy estimate available here.
 KV5407
 KV5407.Click photographs - Photos may exist for this station.
 KV5407
 KV5407.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5407
 KV5407. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6214956802(NAD 83)
 KV5407
 KV5407                          SUPERSEDED SURVEY CONTROL
 KV5407
 KV5407  NAD 83(1986)-  40 15 33.74141(N)    074 16 08.92523(W) AD(       ) 3
 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
 KV5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5407.See file dsdata.pdf to determine how the superseded data were derived.
 KV5407
 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 = JULY 24, 2026 22:12:30 EDT
 KV5409 ***********************************************************************
 KV5409  DESIGNATION -  FREEHOLD WATER TANK
 KV5409  PID         -  KV5409
 KV5409  STATE/COUNTY-  NJ/MONMOUTH
 KV5409  COUNTRY     -  US
 KV5409  USGS QUAD   -  FREEHOLD (2019)
 KV5409
 KV5409                         *CURRENT SURVEY CONTROL
 KV5409  ______________________________________________________________________
 KV5409* NAD 83(1996) POSITION- 40 16 09.91332(N) 074 17 06.42276(W)   ADJUSTED
 KV5409  ______________________________________________________________________
 KV5409  GEOID HEIGHT    -        -32.345 (meters)                     GEOID18
 KV5409  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5409.GEOID18 height accuracy estimate available here.
 KV5409
 KV5409.Click photographs - Photos may exist for this station.
 KV5409
 KV5409.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5409
 KV5409. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6078157906(NAD 83)
 KV5409
 KV5409                          SUPERSEDED SURVEY CONTROL
 KV5409
 KV5409  NAD 83(1986)-  40 16 09.91323(N)    074 17 06.41981(W) AD(       ) 3
 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
 KV5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5409.See file dsdata.pdf to determine how the superseded data were derived.
 KV5409
 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 = JULY 24, 2026 22:12:30 EDT
 KV1697 ***********************************************************************
 KV1697  DESIGNATION -  FRENCHTOWN
 KV1697  PID         -  KV1697
 KV1697  STATE/COUNTY-  NJ/HUNTERDON
 KV1697  COUNTRY     -  US
 KV1697  USGS QUAD   -  FRENCHTOWN (2019)
 KV1697
 KV1697                         *CURRENT SURVEY CONTROL
 KV1697  ______________________________________________________________________
 KV1697* NAD 83(1986) POSITION- 40 32 03.     (N) 075 03 46.     (W)   SCALED
 KV1697* NAVD 88 ORTHO HEIGHT -    42.571 (meters)      139.67  (feet) ADJUSTED
 KV1697  ______________________________________________________________________
 KV1697  GEOID HEIGHT    -        -34.102 (meters)                     GEOID18
 KV1697  DYNAMIC HEIGHT  -         42.551 (meters)      139.60  (feet) COMP
 KV1697  MODELED GRAVITY -    980,152.7   (mgal)                       NAVD 88
 KV1697
 KV1697  VERT ORDER      -  FIRST     CLASS I
 KV1697
 KV1697.The horizontal coordinates were scaled from a map and have
 KV1697.an estimated accuracy of +/- 6 seconds.
 KV1697
 KV1697.The orthometric height was determined by differential leveling and
 KV1697.adjusted by the NATIONAL GEODETIC SURVEY
 KV1697.in June 1991.
 KV1697
 KV1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1697.GEOID18 height accuracy estimate available here.
 KV1697
 KV1697.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK946870(NAD 83)
 KV1697
 KV1697                          SUPERSEDED SURVEY CONTROL
 KV1697
 KV1697  NGVD 29 (01/10/92)   42.835  (m)          140.53   (f) ADJUSTED    1 1
 KV1697  NGVD 29 (??/??/87)   42.835  (m)          140.53   (f) SUPERSEDED  1 1
 KV1697
 KV1697.Superseded values are not recommended for survey control.
 KV1697
 KV1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1697.See file dsdata.pdf to determine how the superseded data were derived.
 KV1697
 KV1697_MARKER: DB = BENCH MARK DISK
 KV1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - January 13, 2008
 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  HISTORY     - 20080113 GOOD             GEOCAC
 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.
 KV1697
 KV1697                          STATION RECOVERY (2008)
 KV1697
 KV1697'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV1697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7134 ***********************************************************************
 KV7134  DESIGNATION -  FT 4
 KV7134  PID         -  KV7134
 KV7134  STATE/COUNTY-  NJ/MORRIS
 KV7134  COUNTRY     -  US
 KV7134  USGS QUAD   -  STANHOPE (2016)
 KV7134
 KV7134                         *CURRENT SURVEY CONTROL
 KV7134  ______________________________________________________________________
 KV7134* NAD 83(2011) POSITION- 40 54 43.44027(N) 074 43 11.25937(W)   ADJUSTED
 KV7134* NAD 83(2011) ELLIP HT-   200.291 (meters)        (06/27/12)   ADJUSTED
 KV7134* NAD 83(2011) EPOCH   -  2010.00
 KV7134* NAVD 88 ORTHO HEIGHT -   233.2   (meters)      765.    (feet) GPS OBS
 KV7134  ______________________________________________________________________
 KV7134  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7134  GEOID HEIGHT    -        -33.170 (meters)                     GEOID93
 KV7134  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 KV7134  NAD 83(2011) X  -  1,272,144.399 (meters)                     COMP
 KV7134  NAD 83(2011) Y  - -4,656,496.658 (meters)                     COMP
 KV7134  NAD 83(2011) Z  -  4,155,179.525 (meters)                     COMP
 KV7134  LAPLACE CORR    -          3.33  (seconds)                    DEFLEC18
 KV7134
 KV7134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7134  Standards:
 KV7134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7134  -------------------------------------------------------------------
 KV7134  NETWORK    0.66   1.23           0.28   0.26   0.63      0.04248388
 KV7134  -------------------------------------------------------------------
 KV7134  Click here for local accuracies and other accuracy information.
 KV7134
 KV7134.The horizontal coordinates were established by GPS observations
 KV7134.and adjusted by the National Geodetic Survey in June 2012.
 KV7134
 KV7134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7134.been affixed to the stable North American tectonic plate. See 
 KV7134.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7134
 KV7134.The horizontal coordinates are valid at the epoch date displayed above
 KV7134.which is a decimal equivalence of Year/Month/Day.
 KV7134
 KV7134.The orthometric height was determined by GPS observations and a
 KV7134.high-resolution geoid model.
 KV7134
 KV7134.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7134.GEOID18 height accuracy estimate available here.
 KV7134
 KV7134.Click photographs - Photos may exist for this station.
 KV7134
 KV7134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7134
 KV7134.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7134
 KV7134.The ellipsoidal height was determined by GPS observations
 KV7134.and is referenced to NAD 83.
 KV7134
 KV7134. The following values were computed from the NAD 83(2011) position.
 KV7134
 KV7134;                    North         East     Units Scale Factor Converg.
 KV7134;SPC NJ       -   230,806.542   131,484.859   MT  0.99990422   -0 08 38.2
 KV7134;SPC NJ       -   757,237.80    431,379.91   sFT  0.99990422   -0 08 38.2
 KV7134;UTM  18      - 4,529,033.499   523,597.036   MT  0.99960685   +0 11 00.6
 KV7134
 KV7134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7134!SPC NJ       -   0.99996858  x   0.99990422  =   0.99987281
 KV7134!UTM  18      -   0.99996858  x   0.99960685  =   0.99957545
 KV7134
 KV7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2359729033(NAD 83)
 KV7134
 KV7134                          SUPERSEDED SURVEY CONTROL
 KV7134
 KV7134  NAD 83(2007)-  40 54 43.44047(N)    074 43 11.26031(W) AD(2002.00) 0
 KV7134  ELLIP H (02/10/07)  200.304  (m)                       GP(2002.00)    
 KV7134  ELLIP H (10/23/02)  200.299  (m)                       GP(       ) 4 1
 KV7134  NAD 83(1996)-  40 54 43.44052(N)    074 43 11.26059(W) AD(       ) 1
 KV7134  ELLIP H (05/14/99)  200.294  (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
 KV7134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7134.See file dsdata.pdf to determine how the superseded data were derived.
 KV7134
 KV7134_MARKER: DD = SURVEY DISK
 KV7134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7134_STAMPING: FT 4
 KV7134_MARK LOGO: NJGS
 KV7134_PROJECTION: RECESSED 8 CENTIMETERS
 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 NOT SUITABLE FOR
 KV7134+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2022
 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  HISTORY     - 20211012 GOOD             NJGS
 KV7134  HISTORY     - 20211015 GOOD             NJGS
 KV7134  HISTORY     - 20220308 GOOD             NJGS
 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.
 KV7134
 KV7134                          STATION RECOVERY (2021)
 KV7134
 KV7134'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 KV7134'RECOVERED IN GOOD CONDITION.
 KV7134
 KV7134                          STATION RECOVERY (2021)
 KV7134
 KV7134'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 KV7134'RECOVERED IN GOOD CONDITION.
 KV7134
 KV7134                          STATION RECOVERY (2022)
 KV7134
 KV7134'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JBV)
 KV7134'RECOVERED AS DESCRIBED.  TREES TO THE NORTH-NORTHEAST BLOCK SATELLITES
 KV7134'VISIBILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2985 ***********************************************************************
 JU2985  DESIGNATION -  FURNACE
 JU2985  PID         -  JU2985
 JU2985  STATE/COUNTY-  NJ/BURLINGTON
 JU2985  COUNTRY     -  US
 JU2985  USGS QUAD   -  BROWNS MILLS (2019)
 JU2985
 JU2985                         *CURRENT SURVEY CONTROL
 JU2985  ______________________________________________________________________
 JU2985* NAD 83(1996) POSITION- 39 59 11.94631(N) 074 32 36.45265(W)   ADJUSTED
 JU2985* NAVD 88 ORTHO HEIGHT -    31.38  (+/-2cm)      103.0   (feet) VERTCON3
 JU2985  ______________________________________________________________________
 JU2985  GEOID HEIGHT    -        -32.606 (meters)                     GEOID18
 JU2985  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 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
 JU2985.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2985.GEOID18 height accuracy estimate available here.
 JU2985
 JU2985.The vertical order pertains to the NGVD 29 superseded value.
 JU2985
 JU2985.Click photographs - Photos may exist for this station.
 JU2985
 JU2985.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2985
 JU2985. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3897726375(NAD 83)
 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              31.73   (m)          104.1    (f) LEVELING    3  
 JU2985
 JU2985.Superseded values are not recommended for survey control.
 JU2985
 JU2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2985.See file dsdata.pdf to determine how the superseded data were derived.
 JU2985
 JU2985_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2985_STAMPING: FURNACE 1935 1975
 JU2985_MARK LOGO: NGS
 JU2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2985+STABILITY: SURFACE MOTION
 JU2985
 JU2985  HISTORY     - Date     Condition        Report By
 JU2985  HISTORY     - 1935     MONUMENTED       CGS
 JU2985  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JU2985  HISTORY     - 1984     GOOD             USACE
 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 ARMY CORPS OF ENGINEERS 1984 (RE)
 JU2985'STATION RECOVERED GOOD.
 JU2985'
 JU2985'RECOVERED BY TIES AS PER DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9211 ***********************************************************************
 DE9211  DESIGNATION -  FWS HOLGATE
 DE9211  PID         -  DE9211
 DE9211  STATE/COUNTY-  NJ/OCEAN
 DE9211  COUNTRY     -  US
 DE9211  USGS QUAD   -  TUCKERTON (2019)
 DE9211
 DE9211                         *CURRENT SURVEY CONTROL
 DE9211  ______________________________________________________________________
 DE9211* NAD 83(2011) POSITION- 39 31 50.96406(N) 074 15 59.51236(W)   ADJUSTED
 DE9211* NAD 83(2011) ELLIP HT-   -32.247 (meters)        (06/27/12)   ADJUSTED
 DE9211* NAD 83(2011) EPOCH   -  2010.00
 DE9211* NAVD 88 ORTHO HEIGHT -     1.680 (meters)        5.51  (feet) ADJUSTED
 DE9211  ______________________________________________________________________
 DE9211  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 DE9211  NAD 83(2011) X  -  1,335,748.653 (meters)                     COMP
 DE9211  NAD 83(2011) Y  - -4,741,443.497 (meters)                     COMP
 DE9211  NAD 83(2011) Z  -  4,037,923.041 (meters)                     COMP
 DE9211  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 DE9211  DYNAMIC HEIGHT  -          1.679 (meters)        5.51  (feet) COMP
 DE9211  MODELED GRAVITY -    980,129.6   (mgal)                       NAVD 88
 DE9211
 DE9211  VERT ORDER      -  FIRST     CLASS II
 DE9211
 DE9211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9211  Standards:
 DE9211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9211  -------------------------------------------------------------------
 DE9211  NETWORK    0.33   0.63           0.15   0.12   0.32     -0.00226943
 DE9211  -------------------------------------------------------------------
 DE9211  Click here for local accuracies and other accuracy information.
 DE9211
 DE9211.The horizontal coordinates were established by GPS observations
 DE9211.and adjusted by the National Geodetic Survey in June 2012.
 DE9211
 DE9211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9211.been affixed to the stable North American tectonic plate. See 
 DE9211.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9211
 DE9211.The horizontal coordinates are valid at the epoch date displayed above
 DE9211.which is a decimal equivalence of Year/Month/Day.
 DE9211
 DE9211.The orthometric height was determined by differential leveling and
 DE9211.adjusted by the NATIONAL GEODETIC SURVEY
 DE9211.in February 2021.
 DE9211
 DE9211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9211.GEOID18 height accuracy estimate available here.
 DE9211
 DE9211.Click photographs - Photos may exist for this station.
 DE9211
 DE9211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9211
 DE9211.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9211
 DE9211.The ellipsoidal height was determined by GPS observations
 DE9211.and is referenced to NAD 83.
 DE9211
 DE9211.The dynamic height is computed by dividing the NAVD 88
 DE9211.geopotential number by the normal gravity value computed on the
 DE9211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9211.degrees latitude (g = 980.6199 gals.).
 DE9211
 DE9211.The modeled gravity was interpolated from observed gravity values.
 DE9211
 DE9211. The following values were computed from the NAD 83(2011) position.
 DE9211
 DE9211;                    North         East     Units Scale Factor Converg.
 DE9211;SPC NJ       -    77,452.901   170,070.579   MT  0.99990496   +0 08 55.0
 DE9211;SPC NJ       -   254,110.06    557,973.22   sFT  0.99990496   +0 08 55.0
 DE9211;UTM  18      - 4,375,942.127   563,035.390   MT  0.99964892   +0 28 00.7
 DE9211
 DE9211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9211!SPC NJ       -   1.00000506  x   0.99990496  =   0.99991002
 DE9211!UTM  18      -   1.00000506  x   0.99964892  =   0.99965398
 DE9211
 DE9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6303575942(NAD 83)
 DE9211
 DE9211                          SUPERSEDED SURVEY CONTROL
 DE9211
 DE9211  NAD 83(2007)-  39 31 50.96461(N)    074 15 59.51319(W) AD(2002.00) 0
 DE9211  ELLIP H (02/10/07)  -32.240  (m)                       GP(2002.00)    
 DE9211  NAD 83(1996)-  39 31 50.96409(N)    074 15 59.51304(W) AD(       ) 1
 DE9211  ELLIP H (01/17/03)  -32.222  (m)                       GP(       ) 3 1
 DE9211  NAVD 88 (05/25/11)    1.678  (m)            5.51   (f) SUPERSEDED  1 1
 DE9211  NAVD 88 (01/17/03)    1.6    (m)  GEOID99  model used  GPS OBS        
 DE9211
 DE9211.Superseded values are not recommended for survey control.
 DE9211
 DE9211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9211.See file dsdata.pdf to determine how the superseded data were derived.
 DE9211
 DE9211_MARKER: F = FLANGE-ENCASED ROD
 DE9211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9211_STAMPING: FWS HOLGATE
 DE9211_MARK LOGO: USFWS
 DE9211_PROJECTION: RECESSED 91 CENTIMETERS
 DE9211_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9211+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2020
 DE9211_ROD/PIPE-DEPTH: 19.5 meters
 DE9211
 DE9211  HISTORY     - Date     Condition        Report By
 DE9211  HISTORY     - 20001001 MONUMENTED       USFWS
 DE9211  HISTORY     - 20060411 GOOD             NJGS
 DE9211  HISTORY     - 20130318 GOOD             USFWS
 DE9211  HISTORY     - 20201006 GOOD             NJGS
 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'
 DE9211
 DE9211                          STATION RECOVERY (2006)
 DE9211
 DE9211'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DE9211'RECOVERED AS DESCRIBED.
 DE9211
 DE9211                          STATION RECOVERY (2013)
 DE9211
 DE9211'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2013 (MJH)
 DE9211'MOST OF THE RECOVERY MARKS WERE DESTROYED BY HURRICANE SANDY.  THE
 DE9211'CARSONITE WITNESS POST REMAINS.  THE MARK IS 326 FEET SOUTH OF THE
 DE9211'SOUTHEASTERLY CORNER OF A RECENTLY CONSTRUCTED WOODEN FENCE.  IT IS
 DE9211'RECESSED 1.5 FEET BELOW THE SURFACE.
 DE9211
 DE9211                          STATION RECOVERY (2020)
 DE9211
 DE9211'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DE9211'RECOVERED IN GOOD CONDITION.
 DE9211'
 DE9211'NOTE-ADD-THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF
 DE9211'WEST CREEK, 6.4 MI (10.3 KM) SOUTHEAST OF TUCKERTON AND 2.3 MI (3.7
 DE9211'KM) SOUTH-SOUTHWEST OF BEACH HAVEN, IN THE EDWIN B. FORSYTHE
 DE9211'BRIGANTINE DIVISION WILDLIFE REFUGE.
 DE9211'
 DE9211'THE STATION WAS RECOVERED AND IS NOW ABOUT 3 FT (0.9 M) BELOW THE
 DE9211'SAND.  A 8 INCH (20 CM) PVC PIPE WAS PLACED ON TOP OF THE FLANGE TO
 DE9211'HOLD BACK THE SAND.  THE CARSONITE WITNESS POST REMAINS AND IS MOSTLY
 DE9211'BURIED BY THE SAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0730 ***********************************************************************
 KV0730  DESIGNATION -  G 1
 KV0730  PID         -  KV0730
 KV0730  STATE/COUNTY-  NJ/MONMOUTH
 KV0730  COUNTRY     -  US
 KV0730  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0730
 KV0730                         *CURRENT SURVEY CONTROL
 KV0730  ______________________________________________________________________
 KV0730* NAD 83(1986) POSITION- 40 25 37.34   (N) 074 06 06.28   (W)   HD_HELD1
 KV0730* NAVD 88 ORTHO HEIGHT -     3.910 (meters)       12.83  (feet) ADJUSTED
 KV0730  ______________________________________________________________________
 KV0730  GEOID HEIGHT    -        -32.373 (meters)                     GEOID18
 KV0730  DYNAMIC HEIGHT  -          3.908 (meters)       12.82  (feet) COMP
 KV0730  MODELED GRAVITY -    980,218.0   (mgal)                       NAVD 88
 KV0730
 KV0730  VERT ORDER      -  FIRST     CLASS II
 KV0730
 KV0730.The horizontal coordinates were determined by differentially corrected
 KV0730.hand held GPS observations or other comparable positioning techniques
 KV0730.and have an estimated accuracy of +/- 3 meters.
 KV0730
 KV0730.The orthometric height was determined by differential leveling and
 KV0730.adjusted by the NATIONAL GEODETIC SURVEY
 KV0730.in July 2020.
 KV0730
 KV0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0730.GEOID18 height accuracy estimate available here.
 KV0730
 KV0730.Click photographs - Photos may exist for this station.
 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       -   177,003.7     183,792.4     MT  (+/- 3 meters HH1 GPS) 
 KV0730
 KV0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7619575543(NAD 83)
 KV0730
 KV0730                          SUPERSEDED SURVEY CONTROL
 KV0730
 KV0730  NAVD 88 (06/15/91)    3.913  (m)           12.84   (f) SUPERSEDED  1 2
 KV0730  NGVD 29 (04/16/92)    4.221  (m)           13.85   (f) ADJUSTED    1 2
 KV0730  NGVD 29 (01/10/92)    4.221  (m)           13.85   (f) SUPERSEDED  1 2
 KV0730  NGVD 29 (??/??/87)    4.278  (m)           14.04   (f) SUPERSEDED  1 2
 KV0730
 KV0730.Superseded values are not recommended for survey control.
 KV0730
 KV0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0730.See file dsdata.pdf to determine how the superseded data were derived.
 KV0730
 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_MARK LOGO: CGS
 KV0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0730+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 KV0730
 KV0730  HISTORY     - Date     Condition        Report By
 KV0730  HISTORY     - 1914     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  HISTORY     - 20180825 GOOD             NJGS
 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.
 KV0730
 KV0730                          STATION RECOVERY (2018)
 KV0730
 KV0730'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV0730'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) EAST-SOUTHEAST OF PERTH
 KV0730'AMBOY, 10.2 MI (16.4 KM) NORTHWEST OF LONG BRANCH AND 5.2 MI (8.4 KM)
 KV0730'EAST OF KEYPORT, IN MIDDLETOWN TOWNSHIP, PORT MONMOUTH.
 KV0730'
 KV0730'TO REACH FROM THE INTERSECTION OF NJ STATE ROUTE 36 AND WILSON AVENUE,
 KV0730'GO 0.1 MI (0.2 KM) NORTH OF WILSON ROAD TO THE STATION ON THE RIGHT.
 KV0730'
 KV0730'THE STATION IS ABOUT 1.5 FT (0.5 M) FEET ABOVE THE GROUND AND SET
 KV0730'VERTICALLY IN THE NORTH FACE OF A BRICK FOUNDATION TO HOUSE NUMBER
 KV0730'181.  THE STATION IS NEAR THE NORTHWEST CORNER OF THE HOUSE NEXT TO
 KV0730'THE PORCH, NEAR THE ELECTRICAL SERVICE METER, ABOUT 50 FT (15.2 M)
 KV0730'EAST-SOUTHEAST OF THE CENTERLINE OF WILSON AVENUE, ABOUT 111 FT (33.8
 KV0730'M) SOUTH-SOUTHWEST OF THE CENTERLINE EXTENDED OF CARTER AVENUE, ABOUT
 KV0730'68 FT (20.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HENRY HUDSON
 KV0730'TRAIL.
 KV0730'
 KV0730'THE HOUSE AND FOUNDATION IS PAINTED GRAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0663 ***********************************************************************
 JU0663  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0663  DESIGNATION -  G 10
 JU0663  PID         -  JU0663
 JU0663  STATE/COUNTY-  NJ/GLOUCESTER
 JU0663  COUNTRY     -  US
 JU0663  USGS QUAD   -  BRIDGEPORT (2019)
 JU0663
 JU0663                         *CURRENT SURVEY CONTROL
 JU0663  ______________________________________________________________________
 JU0663* NAD 83(1986) POSITION- 39 47 56.05   (N) 075 21 07.21   (W)   HD_HELD1
 JU0663* NAVD 88 ORTHO HEIGHT -     2.592 (meters)        8.50  (feet) ADJUSTED
 JU0663  ______________________________________________________________________
 JU0663  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 JU0663  DYNAMIC HEIGHT  -          2.591 (meters)        8.50  (feet) COMP
 JU0663  MODELED GRAVITY -    980,167.4   (mgal)                       NAVD 88
 JU0663
 JU0663  VERT ORDER      -  FIRST     CLASS II
 JU0663
 JU0663.The horizontal coordinates were determined by differentially corrected
 JU0663.hand held GPS observations or other comparable positioning techniques
 JU0663.and have an estimated accuracy of +/- 3 meters.
 JU0663
 JU0663.The orthometric height was determined by differential leveling and
 JU0663.adjusted by the NATIONAL GEODETIC SURVEY
 JU0663.in May 2011.
 JU0663
 JU0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0663.GEOID18 height accuracy estimate available here.
 JU0663
 JU0663.This Tidal Bench Mark is designated as VM 11475
 JU0663.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0663
 JU0663.Click photographs - Photos may exist for this station.
 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       -   107,535.5      77,038.0     MT  (+/- 3 meters HH1 GPS) 
 JU0663
 JU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6986505497(NAD 83)
 JU0663
 JU0663                          SUPERSEDED SURVEY CONTROL
 JU0663
 JU0663  NAVD 88 (??/??/92)    2.575  (m)            8.45   (f) SUPERSEDED  3 0
 JU0663  NGVD 29 (11/26/84)    2.929  (m)            9.61   (f) ADJUSTED    1 2
 JU0663
 JU0663.Superseded values are not recommended for survey control.
 JU0663
 JU0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0663.See file dsdata.pdf to determine how the superseded data were derived.
 JU0663
 JU0663_MARKER: DB = BENCH MARK DISK
 JU0663_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0663+WITH SETTING: PAVEMENT
 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 SUITABLE FOR
 JU0663+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2021
 JU0663
 JU0663  HISTORY     - Date     Condition        Report By
 JU0663  HISTORY     - 1930     MONUMENTED       CGS
 JU0663  HISTORY     - 1946     GOOD             CGS
 JU0663  HISTORY     - 19950124 GOOD             NJGS
 JU0663  HISTORY     - 20070526 GOOD             UE
 JU0663  HISTORY     - 20080304 GOOD             NJGS
 JU0663  HISTORY     - 20210420 GOOD             AAAS
 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.
 JU0663
 JU0663                          STATION RECOVERY (2007)
 JU0663
 JU0663'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0663'THE DISK IS ON A CONCRETE BASE FLUSH WITH THE GROUND AND ABUTTING THE
 JU0663'SOUTH SIDE OF A RAISED 24 IN X 24 IN CONCRETE SEMAPHORE BASE. IT IS
 JU0663'ABOUT 100 FEET NW OF THE BRIDGEPORT MUNICIPAL TANK.  THE TRAIN STATION
 JU0663'AND PACKING HOUSE ARE GONE.
 JU0663
 JU0663                          STATION RECOVERY (2008)
 JU0663
 JU0663'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 JU0663'RECOVERED AS DESCRIBED.
 JU0663
 JU0663                          STATION RECOVERY (2021)
 JU0663
 JU0663'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 JU0663'THE MARK IS LOCATED IN LOGAN TOWNSHIP IN THE LOCAL COMMUNITY OF
 JU0663'BRIDGEPORT, WITHIN THE RIGHT-OF-WAY OF THE CONRAIL RAILROAD, OPERATED
 JU0663'BY THE NORFOLK AND SOUTHERN RAILROAD.
 JU0663'
 JU0663'TO REACH THE STATION FROM THE INTERSECTION OF BARKER AVENUE AND STATE
 JU0663'HIGHWAY 44, GO WEST-SOUTHWEST ON STATE HIGHWAY 44 FOR 0.55 MI (0.88
 JU0663'KM) TO THE TEE JUNCTION WITH LAW STREET ON THE LEFT.  TURN LEFT AND
 JU0663'EAST-SOUTHEAST ON LAW STREET FOR 0.13 MI (0.21 KM) TO A SHARP RIGHT
 JU0663'TURN AT THE INTERSECTION WITH STATION ROAD.  TURN RIGHT AND GO
 JU0663'WEST-SOUTHWEST ON STATION ROAD FOR 0.13 MI (0.21 KM) TO A SHARP RIGHT
 JU0663'TURN AT THE INTERSECTION WITH RAILROAD AVENUE AND AN UNIMPROVED ROAD
 JU0663'LEADING TO A PRIVATE RAILROAD GRADE CROSSING AND THE AMERICAN WATER
 JU0663'COMPANY OF GLOUCESTER COUNTY PROPERTY ON THE LEFT.  PARK TRUCK AND
 JU0663'PACK SOUTHWEST ALONG A SINGLE TRACK RAILROAD FOR 108.0 FT (32.9 M) TO
 JU0663'THE STATION AHEAD, SET FLUSH IN A CONCRETE FOUNDATION ADJACENT TO A
 JU0663'RAISED 2.0 FT (0.6 M) SQUARE CONCRETE BASE OF A FORMER SEMAPHORE
 JU0663'TOWER.
 JU0663'
 JU0663'THE STATION IS SOUTHEAST FROM AN ABANDONED WOOD UTILITY POLE WITH NO
 JU0663'NUMBER AND 8.0 FT (2.4 M) NORTH-NORTHEAST FROM THE NORTH RAIL OF THE
 JU0663'SINGLE TRACK RAILROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2336 ***********************************************************************
 JU2336  DESIGNATION -  G 100
 JU2336  PID         -  JU2336
 JU2336  STATE/COUNTY-  NJ/CAPE MAY
 JU2336  COUNTRY     -  US
 JU2336  USGS QUAD   -  WOODBINE (2019)
 JU2336
 JU2336                         *CURRENT SURVEY CONTROL
 JU2336  ______________________________________________________________________
 JU2336* NAD 83(1986) POSITION- 39 09 15.     (N) 074 45 28.     (W)   SCALED
 JU2336* NAVD 88 ORTHO HEIGHT -     7.207 (meters)       23.65  (feet) ADJUSTED
 JU2336  ______________________________________________________________________
 JU2336  GEOID HEIGHT    -        -34.975 (meters)                     GEOID18
 JU2336  DYNAMIC HEIGHT  -          7.203 (meters)       23.63  (feet) COMP
 JU2336  MODELED GRAVITY -    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 map and have
 JU2336.an estimated accuracy of +/- 6 seconds.
 JU2336
 JU2336.The orthometric height was determined by differential leveling and
 JU2336.adjusted by the NATIONAL GEODETIC SURVEY
 JU2336.in June 1991.
 JU2336
 JU2336.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2336.GEOID18 height accuracy estimate available here.
 JU2336
 JU2336.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ209339(NAD 83)
 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
 JU2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2336.See file dsdata.pdf to determine how the superseded data were derived.
 JU2336
 JU2336_MARKER: F = FLANGE-ENCASED ROD
 JU2336_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2336_STAMPING: G 100 1978
 JU2336_MARK LOGO: NGS
 JU2336_PROJECTION: FLUSH
 JU2336_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2336+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 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  HISTORY     - 20200507 GOOD             NJGS
 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.
 JU2336
 JU2336                          STATION RECOVERY (2020)
 JU2336
 JU2336'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU2336'ROD IS IN GOOD CONDITION.  CASING IS BROKEN AND HEAVILY CORRODED AND
 JU2336'STAMPING IS WORN OFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3414 ***********************************************************************
 KV3414  DESIGNATION -  G 101
 KV3414  PID         -  KV3414
 KV3414  STATE/COUNTY-  NJ/BERGEN
 KV3414  COUNTRY     -  US
 KV3414  USGS QUAD   -  ORANGE (2016)
 KV3414
 KV3414                         *CURRENT SURVEY CONTROL
 KV3414  ______________________________________________________________________
 KV3414* NAD 83(2011) POSITION- 40 47 49.60778(N) 074 08 17.21755(W)   ADJUSTED
 KV3414* NAD 83(2011) ELLIP HT-   -27.854 (meters)        (06/27/12)   ADJUSTED
 KV3414* NAD 83(2011) EPOCH   -  2010.00
 KV3414* NAVD 88 ORTHO HEIGHT -     4.341 (meters)       14.24  (feet) ADJUSTED
 KV3414  ______________________________________________________________________
 KV3414  GEOID HEIGHT    -        -32.206 (meters)                     GEOID18
 KV3414  NAD 83(2011) X  -  1,321,586.961 (meters)                     COMP
 KV3414  NAD 83(2011) Y  - -4,651,208.584 (meters)                     COMP
 KV3414  NAD 83(2011) Z  -  4,145,374.530 (meters)                     COMP
 KV3414  LAPLACE CORR    -          6.04  (seconds)                    DEFLEC18
 KV3414  DYNAMIC HEIGHT  -          4.339 (meters)       14.24  (feet) COMP
 KV3414  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 KV3414
 KV3414  VERT ORDER      -  FIRST     CLASS II
 KV3414
 KV3414  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV3414  Standards:
 KV3414         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV3414            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV3414  -------------------------------------------------------------------
 KV3414  NETWORK    0.54   0.88           0.21   0.23   0.45     -0.03300701
 KV3414  -------------------------------------------------------------------
 KV3414  Click here for local accuracies and other accuracy information.
 KV3414
 KV3414.The horizontal coordinates were established by GPS observations
 KV3414.and adjusted by the National Geodetic Survey in June 2012.
 KV3414
 KV3414.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV3414.been affixed to the stable North American tectonic plate. See 
 KV3414.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV3414
 KV3414.The horizontal coordinates are valid at the epoch date displayed above
 KV3414.which is a decimal equivalence of Year/Month/Day.
 KV3414
 KV3414.The orthometric height was determined by differential leveling and
 KV3414.adjusted by the NATIONAL GEODETIC SURVEY
 KV3414.in June 1991.
 KV3414
 KV3414.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3414.GEOID18 height accuracy estimate available here.
 KV3414
 KV3414.Click photographs - Photos may exist for this station.
 KV3414
 KV3414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3414
 KV3414.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3414
 KV3414.The ellipsoidal height was determined by GPS observations
 KV3414.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV3414
 KV3414;                    North         East     Units Scale Factor Converg.
 KV3414;SPC NJ       -   218,081.863   180,537.326   MT  0.99991147   +0 14 11.2
 KV3414;SPC NJ       -   715,490.25    592,312.88   sFT  0.99991147   +0 14 11.2
 KV3414;UTM  18      - 4,516,592.433   572,707.986   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7270716592(NAD 83)
 KV3414
 KV3414                          SUPERSEDED SURVEY CONTROL
 KV3414
 KV3414  NAD 83(2007)-  40 47 49.60797(N)    074 08 17.21832(W) AD(2002.00) 0
 KV3414  ELLIP H (02/10/07)  -27.838  (m)                       GP(2002.00)    
 KV3414  ELLIP H (10/23/02)  -27.838  (m)                       GP(       ) 4 1
 KV3414  NAD 83(1996)-  40 47 49.60822(N)    074 08 17.21878(W) AD(       ) 1
 KV3414  ELLIP H (05/14/99)  -27.828  (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               4.34   (m)           14.2    (f) LEVELING    3  
 KV3414  NGVD 29               4.66   (m)           15.3    (f) LEVELING    3  
 KV3414  NGVD 29 (11/26/84)    4.661  (m)           15.29   (f) ADJUSTED    1 2
 KV3414
 KV3414.Superseded values are not recommended for survey control.
 KV3414
 KV3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3414.See file dsdata.pdf to determine how the superseded data were derived.
 KV3414
 KV3414_MARKER: DV = VERTICAL CONTROL DISK
 KV3414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - April 25, 2024
 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  HISTORY     - 20240425 GOOD             AAAS
 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.
 KV3414
 KV3414                          STATION RECOVERY (2024)
 KV3414
 KV3414'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV3414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3442 ***********************************************************************
 KV3442  DESIGNATION -  G 102
 KV3442  PID         -  KV3442
 KV3442  STATE/COUNTY-  NJ/MORRIS
 KV3442  COUNTRY     -  US
 KV3442  USGS QUAD   -  POMPTON PLAINS (2016)
 KV3442
 KV3442                         *CURRENT SURVEY CONTROL
 KV3442  ______________________________________________________________________
 KV3442* NAD 83(1986) POSITION- 40 59 15.     (N) 074 18 05.     (W)   SCALED
 KV3442* NAVD 88 ORTHO HEIGHT -    64.069 (meters)      210.20  (feet) ADJUSTED
 KV3442  ______________________________________________________________________
 KV3442  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 KV3442  DYNAMIC HEIGHT  -         64.043 (meters)      210.11  (feet) COMP
 KV3442  MODELED GRAVITY -    980,210.2   (mgal)                       NAVD 88
 KV3442
 KV3442  VERT ORDER      -  FIRST     CLASS II
 KV3442
 KV3442.The horizontal coordinates were scaled from a map and have
 KV3442.an estimated accuracy of +/- 6 seconds.
 KV3442
 KV3442.The orthometric height was determined by differential leveling and
 KV3442.adjusted by the NATIONAL GEODETIC SURVEY
 KV3442.in June 1991.
 KV3442
 KV3442.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3442.GEOID18 height accuracy estimate available here.
 KV3442
 KV3442.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL587376(NAD 83)
 KV3442
 KV3442                          SUPERSEDED SURVEY CONTROL
 KV3442
 KV3442  NGVD 29 (11/26/84)   64.379  (m)          211.22   (f) ADJUSTED    1 2
 KV3442
 KV3442.Superseded values are not recommended for survey control.
 KV3442
 KV3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3442.See file dsdata.pdf to determine how the superseded data were derived.
 KV3442
 KV3442_MARKER: DV = VERTICAL CONTROL DISK
 KV3442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20070310 GOOD             GEOCAC
 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.
 KV3442
 KV3442                          STATION RECOVERY (2007)
 KV3442
 KV3442'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3442'STATION IS A STAINLESS STEEL ROD IN SLEEVE WITH COVER.  DESIGNATION IS
 KV3442'ON THE COVER.  THERE IS NO DISK HERE.  FOUND BY DECRIPTION.  FOUR FEET
 KV3442'SOUTH OF THE FLAGPOLE AT THE NATIONAL GUARD ARMORY IN RIVERDALE, NJ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2271 ***********************************************************************
 LY2271  DESIGNATION -  G 103
 LY2271  PID         -  LY2271
 LY2271  STATE/COUNTY-  NJ/BERGEN
 LY2271  COUNTRY     -  US
 LY2271  USGS QUAD   -  RAMSEY (2019)
 LY2271
 LY2271                         *CURRENT SURVEY CONTROL
 LY2271  ______________________________________________________________________
 LY2271* NAD 83(1986) POSITION- 41 02 32.     (N) 074 07 44.     (W)   SCALED
 LY2271* NAVD 88 ORTHO HEIGHT -   110.440 (meters)      362.34  (feet) ADJUSTED
 LY2271  ______________________________________________________________________
 LY2271  GEOID HEIGHT    -        -31.973 (meters)                     GEOID18
 LY2271  DYNAMIC HEIGHT  -        110.395 (meters)      362.19  (feet) COMP
 LY2271  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 LY2271
 LY2271  VERT ORDER      -  FIRST     CLASS II
 LY2271
 LY2271.The horizontal coordinates were scaled from a map and have
 LY2271.an estimated accuracy of +/- 6 seconds.
 LY2271
 LY2271.The orthometric height was determined by differential leveling and
 LY2271.adjusted by the NATIONAL GEODETIC SURVEY
 LY2271.in June 1991.
 LY2271
 LY2271.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2271.GEOID18 height accuracy estimate available here.
 LY2271
 LY2271.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL732438(NAD 83)
 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
 LY2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2271.See file dsdata.pdf to determine how the superseded data were derived.
 LY2271
 LY2271_MARKER: DV = VERTICAL CONTROL DISK
 LY2271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20070422 GOOD             GEOCAC
 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.
 LY2271
 LY2271                          STATION RECOVERY (2007)
 LY2271
 LY2271'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY2271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0059 ***********************************************************************
 KV0059  DESIGNATION -  G 11
 KV0059  PID         -  KV0059
 KV0059  STATE/COUNTY-  NJ/UNION
 KV0059  COUNTRY     -  US
 KV0059  USGS QUAD   -  ROSELLE (2019)
 KV0059
 KV0059                         *CURRENT SURVEY CONTROL
 KV0059  ______________________________________________________________________
 KV0059* NAD 83(1986) POSITION- 40 38 41.     (N) 074 15 14.     (W)   SCALED
 KV0059* NAVD 88 ORTHO HEIGHT -    11.505 (meters)       37.75  (feet) ADJUSTED
 KV0059  ______________________________________________________________________
 KV0059  GEOID HEIGHT    -        -32.533 (meters)                     GEOID18
 KV0059  DYNAMIC HEIGHT  -         11.500 (meters)       37.73  (feet) COMP
 KV0059  MODELED GRAVITY -    980,214.1   (mgal)                       NAVD 88
 KV0059
 KV0059  VERT ORDER      -  FIRST     CLASS II
 KV0059
 KV0059.The horizontal coordinates were scaled from a map and have
 KV0059.an estimated accuracy of +/- 6 seconds.
 KV0059
 KV0059.The orthometric height was determined by differential leveling and
 KV0059.adjusted by the NATIONAL GEODETIC SURVEY
 KV0059.in June 1991.
 KV0059
 KV0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0059.GEOID18 height accuracy estimate available here.
 KV0059
 KV0059.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK630995(NAD 83)
 KV0059
 KV0059                          SUPERSEDED SURVEY CONTROL
 KV0059
 KV0059  NGVD 29 (11/26/84)   11.845  (m)           38.86   (f) ADJUSTED    1 2
 KV0059
 KV0059.Superseded values are not recommended for survey control.
 KV0059
 KV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0059.See file dsdata.pdf to determine how the superseded data were derived.
 KV0059
 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 = JULY 24, 2026 22:12:30 EDT
 KV0139 ***********************************************************************
 KV0139  DESIGNATION -  G 12
 KV0139  PID         -  KV0139
 KV0139  STATE/COUNTY-  NJ/BERGEN
 KV0139  COUNTRY     -  US
 KV0139  USGS QUAD   -  WEEHAWKEN (2016)
 KV0139
 KV0139                         *CURRENT SURVEY CONTROL
 KV0139  ______________________________________________________________________
 KV0139* NAD 83(1986) POSITION- 40 52 12.     (N) 074 03 50.     (W)   SCALED
 KV0139* NAVD 88 ORTHO HEIGHT -    14.350 (meters)       47.08  (feet) ADJUSTED
 KV0139  ______________________________________________________________________
 KV0139  GEOID HEIGHT    -        -31.942 (meters)                     GEOID18
 KV0139  DYNAMIC HEIGHT  -         14.344 (meters)       47.06  (feet) COMP
 KV0139  MODELED GRAVITY -    980,236.7   (mgal)                       NAVD 88
 KV0139
 KV0139  VERT ORDER      -  FIRST     CLASS II
 KV0139
 KV0139.The horizontal coordinates were scaled from a map and have
 KV0139.an estimated accuracy of +/- 6 seconds.
 KV0139
 KV0139.The orthometric height was determined by differential leveling and
 KV0139.adjusted by the NATIONAL GEODETIC SURVEY
 KV0139.in June 1991.
 KV0139
 KV0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0139.GEOID18 height accuracy estimate available here.
 KV0139
 KV0139.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL788247(NAD 83)
 KV0139
 KV0139                          SUPERSEDED SURVEY CONTROL
 KV0139
 KV0139  NGVD 29 (11/26/84)   14.660  (m)           48.10   (f) ADJUSTED    1 2
 KV0139
 KV0139.Superseded values are not recommended for survey control.
 KV0139
 KV0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0139.See file dsdata.pdf to determine how the superseded data were derived.
 KV0139
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0396 ***********************************************************************
 LY0396  DESIGNATION -  G 13
 LY0396  PID         -  LY0396
 LY0396  STATE/COUNTY-  NJ/MORRIS
 LY0396  COUNTRY     -  US
 LY0396  USGS QUAD   -  WANAQUE (2019)
 LY0396
 LY0396                         *CURRENT SURVEY CONTROL
 LY0396  ______________________________________________________________________
 LY0396* NAD 83(1986) POSITION- 41 00 17.     (N) 074 20 45.     (W)   SCALED
 LY0396* NAVD 88 ORTHO HEIGHT -   105.561 (meters)      346.33  (feet) ADJUSTED
 LY0396  ______________________________________________________________________
 LY0396  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 LY0396  DYNAMIC HEIGHT  -        105.516 (meters)      346.18  (feet) COMP
 LY0396  MODELED GRAVITY -    980,198.0   (mgal)                       NAVD 88
 LY0396
 LY0396  VERT ORDER      -  FIRST     CLASS II
 LY0396
 LY0396.The horizontal coordinates were scaled from a map and have
 LY0396.an estimated accuracy of +/- 6 seconds.
 LY0396
 LY0396.The orthometric height was determined by differential leveling and
 LY0396.adjusted by the NATIONAL GEODETIC SURVEY
 LY0396.in June 1991.
 LY0396
 LY0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0396.GEOID18 height accuracy estimate available here.
 LY0396
 LY0396.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL550394(NAD 83)
 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
 LY0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0396.See file dsdata.pdf to determine how the superseded data were derived.
 LY0396
 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             CGS
 LY0396  HISTORY     - 1979     GOOD             NGS
 LY0396  HISTORY     - 19910711 GOOD             NJGS
 LY0396
 LY0396                          STATION DESCRIPTION
 LY0396
 LY0396'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0351 ***********************************************************************
 LY0351  DESIGNATION -  G 14
 LY0351  PID         -  LY0351
 LY0351  STATE/COUNTY-  NJ/BERGEN
 LY0351  COUNTRY     -  US
 LY0351  USGS QUAD   -  RAMSEY (2019)
 LY0351
 LY0351                         *CURRENT SURVEY CONTROL
 LY0351  ______________________________________________________________________
 LY0351* NAD 83(1986) POSITION- 41 05 39.32   (N) 074 08 48.31   (W)   HD_HELD1
 LY0351* NAVD 88 ORTHO HEIGHT -    91.175 (meters)      299.13  (feet) ADJUSTED
 LY0351  ______________________________________________________________________
 LY0351  GEOID HEIGHT    -        -31.937 (meters)                     GEOID18
 LY0351  DYNAMIC HEIGHT  -         91.137 (meters)      299.01  (feet) COMP
 LY0351  MODELED GRAVITY -    980,213.3   (mgal)                       NAVD 88
 LY0351
 LY0351  VERT ORDER      -  FIRST     CLASS II
 LY0351
 LY0351.The horizontal coordinates were determined by differentially corrected
 LY0351.hand held GPS observations or other comparable positioning techniques
 LY0351.and have an estimated accuracy of +/- 3 meters.
 LY0351
 LY0351.The orthometric height was determined by differential leveling and
 LY0351.adjusted by the NATIONAL GEODETIC SURVEY
 LY0351.in June 1991.
 LY0351
 LY0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0351.GEOID18 height accuracy estimate available here.
 LY0351
 LY0351.Click photographs - Photos may exist for this station.
 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       -   251,074.2     179,675.2     MT  (+/- 3 meters HH1 GPS) 
 LY0351
 LY0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7165749571(NAD 83)
 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
 LY0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0351.See file dsdata.pdf to determine how the superseded data were derived.
 LY0351
 LY0351_MARKER: DB = BENCH MARK DISK
 LY0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0351_SP_SET: BUILDING
 LY0351_STAMPING: G 14 1933
 LY0351_MARK LOGO: CGS
 LY0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0351+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2017
 LY0351
 LY0351  HISTORY     - Date     Condition        Report By
 LY0351  HISTORY     - 1933     MONUMENTED       CGS
 LY0351  HISTORY     - 1934     GOOD             CGS
 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  HISTORY     - 20070424 GOOD             GEOCAC
 LY0351  HISTORY     - 20081119 GOOD             INDIV
 LY0351  HISTORY     - 20170808 GOOD             BOSWEL
 LY0351
 LY0351                          STATION DESCRIPTION
 LY0351
 LY0351'DESCRIBED BY COAST AND 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.
 LY0351
 LY0351                          STATION RECOVERY (2007)
 LY0351
 LY0351'RECOVERY NOTE BY GEOCACHING 2007 (PSC)
 LY0351'WHAT USED TO BE THE ERIE LACKAWANNA RAILROAD IS NOW A NEW JERSEY
 LY0351'TRANSIT ROUTE.
 LY0351
 LY0351                          STATION RECOVERY (2008)
 LY0351
 LY0351'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TG)
 LY0351'RECOVERED IN GOOD CONDITION.
 LY0351
 LY0351                          STATION RECOVERY (2017)
 LY0351
 LY0351'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (AB)
 LY0351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1272 ***********************************************************************
 KV1272  DESIGNATION -  G 15
 KV1272  PID         -  KV1272
 KV1272  STATE/COUNTY-  NJ/MORRIS
 KV1272  COUNTRY     -  US
 KV1272  USGS QUAD   -  TRANQUILITY (2016)
 KV1272
 KV1272                         *CURRENT SURVEY CONTROL
 KV1272  ______________________________________________________________________
 KV1272* NAD 83(1986) POSITION- 40 53 21.     (N) 074 47 25.     (W)   SCALED
 KV1272* NAVD 88 ORTHO HEIGHT -   201.965 (meters)      662.61  (feet) ADJUSTED
 KV1272  ______________________________________________________________________
 KV1272  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 KV1272  DYNAMIC HEIGHT  -        201.872 (meters)      662.31  (feet) COMP
 KV1272  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 KV1272
 KV1272  VERT ORDER      -  SECOND    CLASS 0
 KV1272
 KV1272.The horizontal coordinates were scaled from a map and have
 KV1272.an estimated accuracy of +/- 6 seconds.
 KV1272
 KV1272.The orthometric height was determined by differential leveling and
 KV1272.adjusted by the NATIONAL GEODETIC SURVEY
 KV1272.in June 1991.
 KV1272
 KV1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1272.GEOID18 height accuracy estimate available here.
 KV1272
 KV1272.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL176264(NAD 83)
 KV1272
 KV1272                          SUPERSEDED SURVEY CONTROL
 KV1272
 KV1272  NGVD 29 (11/26/84)  202.184  (m)          663.33   (f) ADJUSTED    2 0
 KV1272
 KV1272.Superseded values are not recommended for survey control.
 KV1272
 KV1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1272.See file dsdata.pdf to determine how the superseded data were derived.
 KV1272
 KV1272_MARKER: DB = BENCH MARK DISK
 KV1272_SETTING: 80 = SET IN A BOULDER
 KV1272_STAMPING: 663.332 G 15 1933
 KV1272_MARK LOGO: CGS
 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  HISTORY     - 20070401 MARK NOT FOUND   GEOCAC
 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.
 KV1272
 KV1272                          STATION RECOVERY (2007)
 KV1272
 KV1272'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV1272'SAXTON FALLS SAND AND GRAVEL HAS EXPANDED OPERATIONS IN THIS
 KV1272'DIRECTION.  THE AREA WHERE 11 YARDS SOUTH OF THE TRACKS WAS AT ABOUT
 KV1272'LEVEL WITH THE TACKS WAS SEARCHED.  STATION NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0005 ***********************************************************************
 KV0005  DESIGNATION -  G 16
 KV0005  PID         -  KV0005
 KV0005  STATE/COUNTY-  NJ/MIDDLESEX
 KV0005  COUNTRY     -  US
 KV0005  USGS QUAD   -  PERTH AMBOY (2016)
 KV0005
 KV0005                         *CURRENT SURVEY CONTROL
 KV0005  ______________________________________________________________________
 KV0005* NAD 83(1986) POSITION- 40 30 36.     (N) 074 16 24.     (W)   SCALED
 KV0005* NAVD 88 ORTHO HEIGHT -     8.642 (meters)       28.35  (feet) ADJUSTED
 KV0005  ______________________________________________________________________
 KV0005  GEOID HEIGHT    -        -32.506 (meters)                     GEOID18
 KV0005  DYNAMIC HEIGHT  -          8.638 (meters)       28.34  (feet) COMP
 KV0005  MODELED GRAVITY -    980,217.0   (mgal)                       NAVD 88
 KV0005
 KV0005  VERT ORDER      -  FIRST     CLASS I
 KV0005
 KV0005.The horizontal coordinates were scaled from a map and have
 KV0005.an estimated accuracy of +/- 6 seconds.
 KV0005
 KV0005.The orthometric height was determined by differential leveling and
 KV0005.adjusted by the NATIONAL GEODETIC SURVEY
 KV0005.in June 1991.
 KV0005
 KV0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0005.GEOID18 height accuracy estimate available here.
 KV0005
 KV0005.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK615846(NAD 83)
 KV0005
 KV0005                          SUPERSEDED SURVEY CONTROL
 KV0005
 KV0005  NGVD 29 (04/16/92)    8.945  (m)           29.35   (f) ADJUSTED    1 1
 KV0005  NGVD 29 (01/10/92)    8.945  (m)           29.35   (f) SUPERSEDED  1 1
 KV0005  NGVD 29 (??/??/87)    8.984  (m)           29.48   (f) SUPERSEDED  1 1
 KV0005
 KV0005.Superseded values are not recommended for survey control.
 KV0005
 KV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0005.See file dsdata.pdf to determine how the superseded data were derived.
 KV0005
 KV0005_MARKER: DB = BENCH MARK DISK
 KV0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0005_SP_SET: ABUTMENT
 KV0005_STAMPING: G 16 1933
 KV0005_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1391 ***********************************************************************
 KV1391  DESIGNATION -  G 19
 KV1391  PID         -  KV1391
 KV1391  STATE/COUNTY-  NJ/HUNTERDON
 KV1391  COUNTRY     -  US
 KV1391  USGS QUAD   -  FLEMINGTON (2019)
 KV1391
 KV1391                         *CURRENT SURVEY CONTROL
 KV1391  ______________________________________________________________________
 KV1391* NAD 83(1986) POSITION- 40 31 27.     (N) 074 49 07.     (W)   SCALED
 KV1391* NAVD 88 ORTHO HEIGHT -    35.229 (meters)      115.58  (feet) ADJUSTED
 KV1391  ______________________________________________________________________
 KV1391  GEOID HEIGHT    -        -33.734 (meters)                     GEOID18
 KV1391  DYNAMIC HEIGHT  -         35.212 (meters)      115.52  (feet) COMP
 KV1391  MODELED GRAVITY -    980,163.4   (mgal)                       NAVD 88
 KV1391
 KV1391  VERT ORDER      -  SECOND    CLASS 0
 KV1391
 KV1391.The horizontal coordinates were scaled from a map and have
 KV1391.an estimated accuracy of +/- 6 seconds.
 KV1391
 KV1391.The orthometric height was determined by differential leveling and
 KV1391.adjusted by the NATIONAL GEODETIC SURVEY
 KV1391.in June 1991.
 KV1391
 KV1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1391.GEOID18 height accuracy estimate available here.
 KV1391
 KV1391.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK153859(NAD 83)
 KV1391
 KV1391                          SUPERSEDED SURVEY CONTROL
 KV1391
 KV1391  NGVD 29 (11/26/84)   35.478  (m)          116.40   (f) ADJUSTED    2 0
 KV1391
 KV1391.Superseded values are not recommended for survey control.
 KV1391
 KV1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1391.See file dsdata.pdf to determine how the superseded data were derived.
 KV1391
 KV1391_MARKER: DB = BENCH MARK DISK
 KV1391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1391_SP_SET: CULVERT HEADWALL
 KV1391_STAMPING: G 19 1935
 KV1391_MARK LOGO: CGS
 KV1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1391+STABILITY: SURFACE MOTION
 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  HISTORY     - 20210616 MARK NOT FOUND   NJGS
 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
 KV1391
 KV1391                          STATION RECOVERY (2021)
 KV1391
 KV1391'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1391'NOT FOUND, ROAD IS NOW PAVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0673 ***********************************************************************
 KV0673  DESIGNATION -  G 20
 KV0673  PID         -  KV0673
 KV0673  STATE/COUNTY-  NJ/ESSEX
 KV0673  COUNTRY     -  US
 KV0673  USGS QUAD   -  ROSELLE (2019)
 KV0673
 KV0673                         *CURRENT SURVEY CONTROL
 KV0673  ______________________________________________________________________
 KV0673* NAD 83(1986) POSITION- 40 43 33.     (N) 074 18 31.     (W)   SCALED
 KV0673* NAVD 88 ORTHO HEIGHT -    49.841 (meters)      163.52  (feet) ADJUSTED
 KV0673  ______________________________________________________________________
 KV0673  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 KV0673  DYNAMIC HEIGHT  -         49.819 (meters)      163.45  (feet) COMP
 KV0673  MODELED GRAVITY -    980,197.1   (mgal)                       NAVD 88
 KV0673
 KV0673  VERT ORDER      -  SECOND    CLASS 0
 KV0673
 KV0673.The horizontal coordinates were scaled from a map and have
 KV0673.an estimated accuracy of +/- 6 seconds.
 KV0673
 KV0673.The orthometric height was determined by differential leveling and
 KV0673.adjusted by the NATIONAL GEODETIC SURVEY
 KV0673.in June 1991.
 KV0673
 KV0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0673.GEOID18 height accuracy estimate available here.
 KV0673
 KV0673.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL583085(NAD 83)
 KV0673
 KV0673                          SUPERSEDED SURVEY CONTROL
 KV0673
 KV0673  NGVD 29 (11/26/84)   50.150  (m)          164.53   (f) ADJUSTED    2 0
 KV0673
 KV0673.Superseded values are not recommended for survey control.
 KV0673
 KV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0673.See file dsdata.pdf to determine how the superseded data were derived.
 KV0673
 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 = JULY 24, 2026 22:12:30 EDT
 KV1607 ***********************************************************************
 KV1607  DESIGNATION -  G 22
 KV1607  PID         -  KV1607
 KV1607  STATE/COUNTY-  NJ/WARREN
 KV1607  COUNTRY     -  US
 KV1607  USGS QUAD   -  BELVIDERE (2019)
 KV1607
 KV1607                         *CURRENT SURVEY CONTROL
 KV1607  ______________________________________________________________________
 KV1607* NAD 83(1986) POSITION- 40 46 20.     (N) 075 04 53.     (W)   SCALED
 KV1607* NAVD 88 ORTHO HEIGHT -   342.469 (meters)     1123.58  (feet) ADJUSTED
 KV1607  ______________________________________________________________________
 KV1607  GEOID HEIGHT    -        -33.650 (meters)                     GEOID18
 KV1607  DYNAMIC HEIGHT  -        342.310 (meters)     1123.06  (feet) COMP
 KV1607  MODELED GRAVITY -    980,149.8   (mgal)                       NAVD 88
 KV1607
 KV1607  VERT ORDER      -  SECOND    CLASS 0
 KV1607
 KV1607.The horizontal coordinates were scaled from a map and have
 KV1607.an estimated accuracy of +/- 6 seconds.
 KV1607
 KV1607.The orthometric height was determined by differential leveling and
 KV1607.adjusted by the NATIONAL GEODETIC SURVEY
 KV1607.in June 1991.
 KV1607
 KV1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1607.GEOID18 height accuracy estimate available here.
 KV1607
 KV1607.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL931134(NAD 83)
 KV1607
 KV1607                          SUPERSEDED SURVEY CONTROL
 KV1607
 KV1607  NGVD 29 (11/26/84)  342.689  (m)         1124.31   (f) ADJUSTED    2 0
 KV1607
 KV1607.Superseded values are not recommended for survey control.
 KV1607
 KV1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1607.See file dsdata.pdf to determine how the superseded data were derived.
 KV1607
 KV1607_MARKER: DB = BENCH MARK DISK
 KV1607_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV1601 ***********************************************************************
 KV1601  DESIGNATION -  G 23
 KV1601  PID         -  KV1601
 KV1601  STATE/COUNTY-  NJ/WARREN
 KV1601  COUNTRY     -  US
 KV1601  USGS QUAD   -  BELVIDERE (2019)
 KV1601
 KV1601                         *CURRENT SURVEY CONTROL
 KV1601  ______________________________________________________________________
 KV1601* NAD 83(1986) POSITION- 40 50 41.     (N) 075 03 18.     (W)   SCALED
 KV1601* NAVD 88 ORTHO HEIGHT -   108.610 (meters)      356.33  (feet) ADJUSTED
 KV1601  ______________________________________________________________________
 KV1601  GEOID HEIGHT    -        -33.506 (meters)                     GEOID18
 KV1601  DYNAMIC HEIGHT  -        108.561 (meters)      356.17  (feet) COMP
 KV1601  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 KV1601
 KV1601  VERT ORDER      -  SECOND    CLASS 0
 KV1601
 KV1601.The horizontal coordinates were scaled from a map and have
 KV1601.an estimated accuracy of +/- 6 seconds.
 KV1601
 KV1601.The orthometric height was determined by differential leveling and
 KV1601.adjusted by the NATIONAL GEODETIC SURVEY
 KV1601.in June 1991.
 KV1601
 KV1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1601.GEOID18 height accuracy estimate available here.
 KV1601
 KV1601.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL953215(NAD 83)
 KV1601
 KV1601                          SUPERSEDED SURVEY CONTROL
 KV1601
 KV1601  NGVD 29 (11/26/84)  108.817  (m)          357.01   (f) ADJUSTED    2 0
 KV1601
 KV1601.Superseded values are not recommended for survey control.
 KV1601
 KV1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1601.See file dsdata.pdf to determine how the superseded data were derived.
 KV1601
 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  HISTORY     - 20071123 MARK NOT FOUND   GEOCAC
 KV1601  HISTORY     - 20111019 MARK NOT FOUND   NJGS
 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.
 KV1601
 KV1601                          STATION RECOVERY (2007)
 KV1601
 KV1601'RECOVERY NOTE BY GEOCACHING 2007 (JRI)
 KV1601'THE FIELD IS NOW A RITE AID STORE AND PARKING LOT.
 KV1601
 KV1601                          STATION RECOVERY (2011)
 KV1601
 KV1601'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV1601'THE STATION WAS NOT RECOVERED.  THE INTERSECTION HAS UNDERGONE
 KV1601'IMPROVEMENTS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1330 ***********************************************************************
 KV1330  DESIGNATION -  G 24
 KV1330  PID         -  KV1330
 KV1330  STATE/COUNTY-  NJ/MORRIS
 KV1330  COUNTRY     -  US
 KV1330  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1330
 KV1330                         *CURRENT SURVEY CONTROL
 KV1330  ______________________________________________________________________
 KV1330* NAD 83(1986) POSITION- 40 47 27.5    (N) 074 46 18.2    (W)   HD_HELD2
 KV1330* NAVD 88 ORTHO HEIGHT -   165.651 (meters)      543.47  (feet) ADJUSTED
 KV1330  ______________________________________________________________________
 KV1330  GEOID HEIGHT    -        -33.147 (meters)                     GEOID18
 KV1330  DYNAMIC HEIGHT  -        165.575 (meters)      543.22  (feet) COMP
 KV1330  MODELED GRAVITY -    980,160.6   (mgal)                       NAVD 88
 KV1330
 KV1330  VERT ORDER      -  SECOND    CLASS 0
 KV1330
 KV1330.The horizontal coordinates were established by autonomous hand held GPS
 KV1330.observations and have an estimated accuracy of +/- 10 meters.
 KV1330
 KV1330.The orthometric height was determined by differential leveling and
 KV1330.adjusted by the NATIONAL GEODETIC SURVEY
 KV1330.in June 1991.
 KV1330
 KV1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1330.GEOID18 height accuracy estimate available here.
 KV1330
 KV1330.Click photographs - Photos may exist for this station.
 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       -   217,372.      127,069.      MT  (+/- 10 meters HH2 GPS)
 KV1330
 KV1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1925915578(NAD 83)
 KV1330
 KV1330                          SUPERSEDED SURVEY CONTROL
 KV1330
 KV1330  NGVD 29 (11/26/84)  165.878  (m)          544.22   (f) ADJUSTED    2 0
 KV1330
 KV1330.Superseded values are not recommended for survey control.
 KV1330
 KV1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1330.See file dsdata.pdf to determine how the superseded data were derived.
 KV1330
 KV1330_MARKER: DB = BENCH MARK DISK
 KV1330_SETTING: 80 = SET IN A BOULDER
 KV1330_STAMPING: G 24 1942
 KV1330_MARK LOGO: CGS
 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 - August 24, 2011
 KV1330
 KV1330  HISTORY     - Date     Condition        Report By
 KV1330  HISTORY     - 1942     MONUMENTED       CGS
 KV1330  HISTORY     - 20050702 GOOD             GEOCAC
 KV1330  HISTORY     - 20110824 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'THE CENTRAL RAILROAD IS NOW THE MORRIS COUNTRY PARK SYSTEM COLUMBIA
 KV1330'TRAIL AND COLUMBIA GAS PIPELINE.
 KV1330
 KV1330                          STATION RECOVERY (2011)
 KV1330
 KV1330'RECOVERY NOTE BY GEOCACHING 2011 (RAS)
 KV1330'THE MARK WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 KV1330'OBSERVATIONS.  AS PREVIOUSLY REPORTED, ALL TRACK AND INFRASTRUCTURE OF
 KV1330'THE CENTRAL RAILROAD OF NEW JERSEY HAS BEEN REMOVED.  THE RIGHT OF WAY
 KV1330'IS NOW PART OF THE MORRIS COUNTY PARKS SYSTEM COLUMBIA MULTI USE
 KV1330'TRAIL.
 KV1330'THE MARK IS 141 FEET SOUTHWEST OF A GRAVEL DRIVEWAY LEADING TO A
 KV1330'PRIVATE RESIDENCE, 42.0 FEET SOUTHEAST OF THE CENTERLINE OF THE TRAIL,
 KV1330'1.4 FEET ABOVE GRADE AND 5.0 FEET LOWER THAN THE TRAIL SURFACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1318 ***********************************************************************
 KV1318  DESIGNATION -  G 25
 KV1318  PID         -  KV1318
 KV1318  STATE/COUNTY-  NJ/SOMERSET
 KV1318  COUNTRY     -  US
 KV1318  USGS QUAD   -  BOUND BROOK (2019)
 KV1318
 KV1318                         *CURRENT SURVEY CONTROL
 KV1318  ______________________________________________________________________
 KV1318* NAD 83(1986) POSITION- 40 34 14.     (N) 074 37 12.     (W)   SCALED
 KV1318* NAVD 88 ORTHO HEIGHT -    19.896 (meters)       65.28  (feet) ADJUSTED
 KV1318  ______________________________________________________________________
 KV1318  GEOID HEIGHT    -        -33.349 (meters)                     GEOID18
 KV1318  DYNAMIC HEIGHT  -         19.887 (meters)       65.25  (feet) COMP
 KV1318  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 KV1318
 KV1318  VERT ORDER      -  FIRST     CLASS II
 KV1318
 KV1318.The horizontal coordinates were scaled from a map and have
 KV1318.an estimated accuracy of +/- 6 seconds.
 KV1318
 KV1318.The orthometric height was determined by differential leveling and
 KV1318.adjusted by the NATIONAL GEODETIC SURVEY
 KV1318.in June 1991.
 KV1318
 KV1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1318.GEOID18 height accuracy estimate available here.
 KV1318
 KV1318.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK321911(NAD 83)
 KV1318
 KV1318                          SUPERSEDED SURVEY CONTROL
 KV1318
 KV1318  NGVD 29 (01/10/92)   20.167  (m)           66.16   (f) ADJUSTED    1 2
 KV1318  NGVD 29 (??/??/87)   20.187  (m)           66.23   (f) SUPERSEDED  1 2
 KV1318
 KV1318.Superseded values are not recommended for survey control.
 KV1318
 KV1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1318.See file dsdata.pdf to determine how the superseded data were derived.
 KV1318
 KV1318_MARKER: DB = BENCH MARK DISK
 KV1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1318_STAMPING: G 25 1942
 KV1318_MARK LOGO: CGS
 KV1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1318+STABILITY: SURFACE MOTION
 KV1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1318+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2023
 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  HISTORY     - 20090424 GOOD             INDIV
 KV1318  HISTORY     - 20130302 POOR             USACE
 KV1318  HISTORY     - 20230818 POOR             NJGS
 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.
 KV1318
 KV1318                          STATION RECOVERY (2009)
 KV1318
 KV1318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DJP)
 KV1318'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  ALTHOUGH THE DISC WAS
 KV1318'DAMAGED THE CENTER MARK WAS INTACT.
 KV1318
 KV1318                          STATION RECOVERY (2013)
 KV1318
 KV1318'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (MS)
 KV1318'THE POINT WAS RECOVERED BUT APPEARS TO HAVE BEEN DISTURBED.
 KV1318'LOCATED USING RTK-GPS LAT/40 34 14.6933 LON/074 37 10.93616
 KV1318
 KV1318                          STATION RECOVERY (2023)
 KV1318
 KV1318'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV1318'MAJORITY OF THE DISK IS MISSING, HOWEVER THE DATA POINT AND STEM
 KV1318'APPEAR INTACT.  THE CONCRETE PORTION OF THE MONUMENT IS UPRIGHT AND
 KV1318'APPEARS TO HAVE HELD.  GPS OBSERVATIONS WERE TAKEN ON THIS POINT WITH
 KV1318'NO ISSUES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1179 ***********************************************************************
 KV1179  DESIGNATION -  G 26
 KV1179  PID         -  KV1179
 KV1179  STATE/COUNTY-  NJ/SOMERSET
 KV1179  COUNTRY     -  US
 KV1179  USGS QUAD   -  BOUND BROOK (2019)
 KV1179
 KV1179                         *CURRENT SURVEY CONTROL
 KV1179  ______________________________________________________________________
 KV1179* NAD 83(1986) POSITION- 40 34 11.     (N) 074 37 17.     (W)   SCALED
 KV1179* NAVD 88 ORTHO HEIGHT -    20.915 (meters)       68.62  (feet) ADJUSTED
 KV1179  ______________________________________________________________________
 KV1179  GEOID HEIGHT    -        -33.353 (meters)                     GEOID18
 KV1179  DYNAMIC HEIGHT  -         20.905 (meters)       68.59  (feet) COMP
 KV1179  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 KV1179
 KV1179  VERT ORDER      -  FIRST     CLASS II
 KV1179
 KV1179.The horizontal coordinates were scaled from a map and have
 KV1179.an estimated accuracy of +/- 6 seconds.
 KV1179
 KV1179.The orthometric height was determined by differential leveling and
 KV1179.adjusted by the NATIONAL GEODETIC SURVEY
 KV1179.in June 1991.
 KV1179
 KV1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1179.GEOID18 height accuracy estimate available here.
 KV1179
 KV1179.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK320910(NAD 83)
 KV1179
 KV1179                          SUPERSEDED SURVEY CONTROL
 KV1179
 KV1179  NGVD 29 (01/10/92)   21.186  (m)           69.51   (f) ADJUSTED    1 2
 KV1179  NGVD 29 (??/??/87)   21.186  (m)           69.51   (f) SUPERSEDED  1 2
 KV1179
 KV1179.Superseded values are not recommended for survey control.
 KV1179
 KV1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1179.See file dsdata.pdf to determine how the superseded data were derived.
 KV1179
 KV1179_MARKER: DB = BENCH MARK DISK
 KV1179_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1179_SP_SET: ABUTMENT
 KV1179_STAMPING: G 26 1942
 KV1179_MARK LOGO: CGS
 KV1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1179+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2009
 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  HISTORY     - 20090424 GOOD             INDIV
 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
 KV1179
 KV1179                          STATION RECOVERY (2009)
 KV1179
 KV1179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DJP)
 KV1179'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1513 ***********************************************************************
 KV1513  DESIGNATION -  G 28
 KV1513  PID         -  KV1513
 KV1513  STATE/COUNTY-  NJ/HUNTERDON
 KV1513  COUNTRY     -  US
 KV1513  USGS QUAD   -  BLOOMSBURY (2019)
 KV1513
 KV1513                         *CURRENT SURVEY CONTROL
 KV1513  ______________________________________________________________________
 KV1513* NAD 83(1986) POSITION- 40 39 28.     (N) 075 04 14.     (W)   SCALED
 KV1513* NAVD 88 ORTHO HEIGHT -   107.230 (meters)      351.80  (feet) ADJUSTED
 KV1513  ______________________________________________________________________
 KV1513  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 KV1513  DYNAMIC HEIGHT  -        107.179 (meters)      351.64  (feet) COMP
 KV1513  MODELED GRAVITY -    980,154.2   (mgal)                       NAVD 88
 KV1513
 KV1513  VERT ORDER      -  FIRST     CLASS II
 KV1513
 KV1513.The horizontal coordinates were scaled from a map and have
 KV1513.an estimated accuracy of +/- 6 seconds.
 KV1513
 KV1513.The orthometric height was determined by differential leveling and
 KV1513.adjusted by the NATIONAL GEODETIC SURVEY
 KV1513.in June 1991.
 KV1513
 KV1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1513.GEOID18 height accuracy estimate available here.
 KV1513
 KV1513.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL940007(NAD 83)
 KV1513
 KV1513                          SUPERSEDED SURVEY CONTROL
 KV1513
 KV1513  NGVD 29 (11/26/84)  107.454  (m)          352.54   (f) ADJUSTED    1 2
 KV1513
 KV1513.Superseded values are not recommended for survey control.
 KV1513
 KV1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1513.See file dsdata.pdf to determine how the superseded data were derived.
 KV1513
 KV1513_MARKER: DB = BENCH MARK DISK
 KV1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1513_STAMPING: G 28 1942
 KV1513_MARK LOGO: CGS
 KV1513_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV1385 ***********************************************************************
 KV1385  DESIGNATION -  G 29
 KV1385  PID         -  KV1385
 KV1385  STATE/COUNTY-  NJ/HUNTERDON
 KV1385  COUNTRY     -  US
 KV1385  USGS QUAD   -  FLEMINGTON (2019)
 KV1385
 KV1385                         *CURRENT SURVEY CONTROL
 KV1385  ______________________________________________________________________
 KV1385* NAD 83(1986) POSITION- 40 36 03.     (N) 074 46 49.     (W)   SCALED
 KV1385* NAVD 88 ORTHO HEIGHT -    77.176 (meters)      253.20  (feet) ADJUSTED
 KV1385  ______________________________________________________________________
 KV1385  GEOID HEIGHT    -        -33.580 (meters)                     GEOID18
 KV1385  DYNAMIC HEIGHT  -         77.141 (meters)      253.09  (feet) COMP
 KV1385  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 KV1385
 KV1385  VERT ORDER      -  SECOND    CLASS 0
 KV1385
 KV1385.The horizontal coordinates were scaled from a map and have
 KV1385.an estimated accuracy of +/- 6 seconds.
 KV1385
 KV1385.The orthometric height was determined by differential leveling and
 KV1385.adjusted by the NATIONAL GEODETIC SURVEY
 KV1385.in June 1991.
 KV1385
 KV1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1385.GEOID18 height accuracy estimate available here.
 KV1385
 KV1385.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK185944(NAD 83)
 KV1385
 KV1385                          SUPERSEDED SURVEY CONTROL
 KV1385
 KV1385  NGVD 29 (11/26/84)   77.426  (m)          254.02   (f) ADJUSTED    2 0
 KV1385
 KV1385.Superseded values are not recommended for survey control.
 KV1385
 KV1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1385.See file dsdata.pdf to determine how the superseded data were derived.
 KV1385
 KV1385_MARKER: DB = BENCH MARK DISK
 KV1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1385_STAMPING: G 29 1942
 KV1385_MARK LOGO: CGS
 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  HISTORY     - 20220503 MARK NOT FOUND   NJGS
 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.
 KV1385
 KV1385                          STATION RECOVERY (2022)
 KV1385
 KV1385'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (RJK)
 KV1385'THE STATION WAS NOT FOUND.  ALL ORIGINAL TIES ARE GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0770 ***********************************************************************
 LY0770  DESIGNATION -  G 30
 LY0770  PID         -  LY0770
 LY0770  STATE/COUNTY-  NJ/SUSSEX
 LY0770  COUNTRY     -  US
 LY0770  USGS QUAD   -  NEWTON WEST (2019)
 LY0770
 LY0770                         *CURRENT SURVEY CONTROL
 LY0770  ______________________________________________________________________
 LY0770* NAD 83(1986) POSITION- 41 03 20.64   (N) 074 51 41.44   (W)   HD_HELD1
 LY0770* NAVD 88 ORTHO HEIGHT -   146.507 (meters)      480.67  (feet) ADJUSTED
 LY0770  ______________________________________________________________________
 LY0770  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 LY0770  DYNAMIC HEIGHT  -        146.442 (meters)      480.45  (feet) COMP
 LY0770  MODELED GRAVITY -    980,183.2   (mgal)                       NAVD 88
 LY0770
 LY0770  VERT ORDER      -  SECOND    CLASS 0
 LY0770
 LY0770.The horizontal coordinates were determined by differentially corrected
 LY0770.hand held GPS observations or other comparable positioning techniques
 LY0770.and have an estimated accuracy of +/- 3 meters.
 LY0770
 LY0770.The orthometric height was determined by differential leveling and
 LY0770.adjusted by the NATIONAL GEODETIC SURVEY
 LY0770.in June 1991.
 LY0770
 LY0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0770.GEOID18 height accuracy estimate available here.
 LY0770
 LY0770.Click photographs - Photos may exist for this station.
 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       -   246,799.3     119,612.8     MT  (+/- 3 meters HH1 GPS) 
 LY0770
 LY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1163744953(NAD 83)
 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
 LY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0770.See file dsdata.pdf to determine how the superseded data were derived.
 LY0770
 LY0770_MARKER: DB = BENCH MARK DISK
 LY0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0770_SP_SET: BRIDGE
 LY0770_STAMPING: G 30 1942
 LY0770_MARK LOGO: CGS
 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  HISTORY     - 20180503 GOOD             NJGS
 LY0770  HISTORY     - 20220318 MARK NOT FOUND   PROFLN
 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.
 LY0770
 LY0770                          STATION RECOVERY (2018)
 LY0770
 LY0770'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 LY0770'RECOVERED IN GOOD CONDITION.
 LY0770
 LY0770                          STATION RECOVERY (2022)
 LY0770
 LY0770'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 LY0770'LOST.  THE CORNER OF THE ABUTMENT IS BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0479 ***********************************************************************
 LY0479  DESIGNATION -  G 31
 LY0479  PID         -  LY0479
 LY0479  STATE/COUNTY-  NJ/PASSAIC
 LY0479  COUNTRY     -  US
 LY0479  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY0479
 LY0479                         *CURRENT SURVEY CONTROL
 LY0479  ______________________________________________________________________
 LY0479* NAD 83(1986) POSITION- 41 07 47.52   (N) 074 15 59.92   (W)   HD_HELD1
 LY0479* NAVD 88 ORTHO HEIGHT -   105.374 (meters)      345.71  (feet) ADJUSTED
 LY0479  ______________________________________________________________________
 LY0479  GEOID HEIGHT    -        -32.099 (meters)                     GEOID18
 LY0479  DYNAMIC HEIGHT  -        105.331 (meters)      345.57  (feet) COMP
 LY0479  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 LY0479
 LY0479  VERT ORDER      -  SECOND    CLASS 0
 LY0479
 LY0479.The horizontal coordinates were determined by differentially corrected
 LY0479.hand held GPS observations or other comparable positioning techniques
 LY0479.and have an estimated accuracy of +/- 3 meters.
 LY0479
 LY0479.The orthometric height was determined by differential leveling and
 LY0479.adjusted by the NATIONAL GEODETIC SURVEY
 LY0479.in June 1991.
 LY0479
 LY0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0479.GEOID18 height accuracy estimate available here.
 LY0479
 LY0479.Click photographs - Photos may exist for this station.
 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       -   254,994.7     169,592.9     MT  (+/- 3 meters HH1 GPS) 
 LY0479
 LY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6155553432(NAD 83)
 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
 LY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0479.See file dsdata.pdf to determine how the superseded data were derived.
 LY0479
 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 = JULY 24, 2026 22:12:30 EDT
 LY0496 ***********************************************************************
 LY0496  DESIGNATION -  G 32
 LY0496  PID         -  LY0496
 LY0496  STATE/COUNTY-  NJ/SUSSEX
 LY0496  COUNTRY     -  US
 LY0496  USGS QUAD   -  WAWAYANDA (2019)
 LY0496
 LY0496                         *CURRENT SURVEY CONTROL
 LY0496  ______________________________________________________________________
 LY0496* NAD 83(1986) POSITION- 41 11 54.     (N) 074 28 59.     (W)   SCALED
 LY0496* NAVD 88 ORTHO HEIGHT -   171.596 (meters)      562.98  (feet) ADJUSTED
 LY0496  ______________________________________________________________________
 LY0496  GEOID HEIGHT    -        -32.294 (meters)                     GEOID18
 LY0496  DYNAMIC HEIGHT  -        171.523 (meters)      562.74  (feet) COMP
 LY0496  MODELED GRAVITY -    980,196.2   (mgal)                       NAVD 88
 LY0496
 LY0496  VERT ORDER      -  SECOND    CLASS 0
 LY0496
 LY0496.The horizontal coordinates were scaled from a map and have
 LY0496.an estimated accuracy of +/- 6 seconds.
 LY0496
 LY0496.The orthometric height was determined by differential leveling and
 LY0496.adjusted by the NATIONAL GEODETIC SURVEY
 LY0496.in June 1991.
 LY0496
 LY0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0496.GEOID18 height accuracy estimate available here.
 LY0496
 LY0496.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL433609(NAD 83)
 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
 LY0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0496.See file dsdata.pdf to determine how the superseded data were derived.
 LY0496
 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  HISTORY     - 20210806 MARK NOT FOUND   NJGS
 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.
 LY0496
 LY0496                          STATION RECOVERY (2021)
 LY0496
 LY0496'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY0496'GENERAL STORE IS GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0462 ***********************************************************************
 LY0462  DESIGNATION -  G 33
 LY0462  PID         -  LY0462
 LY0462  STATE/COUNTY-  NJ/PASSAIC
 LY0462  COUNTRY     -  US
 LY0462  USGS QUAD   -  WANAQUE (2019)
 LY0462
 LY0462                         *CURRENT SURVEY CONTROL
 LY0462  ______________________________________________________________________
 LY0462* NAD 83(1986) POSITION- 41 07 12.8    (N) 074 15 50.7    (W)   HD_HELD2
 LY0462* NAVD 88 ORTHO HEIGHT -   100.632 (meters)      330.16  (feet) ADJUSTED
 LY0462  ______________________________________________________________________
 LY0462  GEOID HEIGHT    -        -32.106 (meters)                     GEOID18
 LY0462  DYNAMIC HEIGHT  -        100.591 (meters)      330.02  (feet) COMP
 LY0462  MODELED GRAVITY -    980,214.8   (mgal)                       NAVD 88
 LY0462
 LY0462  VERT ORDER      -  SECOND    CLASS 0
 LY0462
 LY0462.The horizontal coordinates were established by autonomous hand held GPS
 LY0462.observations and have an estimated accuracy of +/- 10 meters.
 LY0462
 LY0462.The orthometric height was determined by differential leveling and
 LY0462.adjusted by the NATIONAL GEODETIC SURVEY
 LY0462.in June 1991.
 LY0462
 LY0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0462.GEOID18 height accuracy estimate available here.
 LY0462
 LY0462.Click photographs - Photos may exist for this station.
 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       -   253,924.      169,811.      MT  (+/- 10 meters HH2 GPS)
 LY0462
 LY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6177952363(NAD 83)
 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
 LY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0462.See file dsdata.pdf to determine how the superseded data were derived.
 LY0462
 LY0462_MARKER: DB = BENCH MARK DISK
 LY0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0462_SP_SET: BUILDING
 LY0462_STAMPING: G 33 1942
 LY0462_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0838 ***********************************************************************
 LY0838  DESIGNATION -  G 34
 LY0838  PID         -  LY0838
 LY0838  STATE/COUNTY-  NJ/SUSSEX
 LY0838  COUNTRY     -  US
 LY0838  USGS QUAD   -  BRANCHVILLE (2019)
 LY0838
 LY0838                         *CURRENT SURVEY CONTROL
 LY0838  ______________________________________________________________________
 LY0838* NAD 83(1986) POSITION- 41 08 24.3    (N) 074 42 07.0    (W)   HD_HELD2
 LY0838* NAVD 88 ORTHO HEIGHT -   141.489 (meters)      464.20  (feet) ADJUSTED
 LY0838  ______________________________________________________________________
 LY0838  GEOID HEIGHT    -        -32.596 (meters)                     GEOID18
 LY0838  DYNAMIC HEIGHT  -        141.429 (meters)      464.01  (feet) COMP
 LY0838  MODELED GRAVITY -    980,198.1   (mgal)                       NAVD 88
 LY0838
 LY0838  VERT ORDER      -  SECOND    CLASS 0
 LY0838
 LY0838.The horizontal coordinates were established by autonomous hand held GPS
 LY0838.observations and have an estimated accuracy of +/- 10 meters.
 LY0838
 LY0838.The orthometric height was determined by differential leveling and
 LY0838.adjusted by the NATIONAL GEODETIC SURVEY
 LY0838.in June 1991.
 LY0838
 LY0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0838.GEOID18 height accuracy estimate available here.
 LY0838
 LY0838.Click photographs - Photos may exist for this station.
 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       -   256,123.      133,047.      MT  (+/- 10 meters HH2 GPS)
 LY0838
 LY0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2501354350(NAD 83)
 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
 LY0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0838.See file dsdata.pdf to determine how the superseded data were derived.
 LY0838
 LY0838_MARKER: DB = BENCH MARK DISK
 LY0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0838_SP_SET: BRIDGE
 LY0838_STAMPING: G 34 1942
 LY0838_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0805 ***********************************************************************
 LY0805  DESIGNATION -  G 35
 LY0805  PID         -  LY0805
 LY0805  STATE/COUNTY-  NJ/SUSSEX
 LY0805  COUNTRY     -  US
 LY0805  USGS QUAD   -  CULVERS GAP (2019)
 LY0805
 LY0805                         *CURRENT SURVEY CONTROL
 LY0805  ______________________________________________________________________
 LY0805* NAD 83(1986) POSITION- 41 08 46.     (N) 074 45 30.     (W)   SCALED
 LY0805* NAVD 88 ORTHO HEIGHT -   196.487 (meters)      644.64  (feet) ADJUSTED
 LY0805  ______________________________________________________________________
 LY0805  GEOID HEIGHT    -        -32.615 (meters)                     GEOID18
 LY0805  DYNAMIC HEIGHT  -        196.401 (meters)      644.36  (feet) COMP
 LY0805  MODELED GRAVITY -    980,184.2   (mgal)                       NAVD 88
 LY0805
 LY0805  VERT ORDER      -  SECOND    CLASS 0
 LY0805
 LY0805.The horizontal coordinates were scaled from a map and have
 LY0805.an estimated accuracy of +/- 6 seconds.
 LY0805
 LY0805.The orthometric height was determined by differential leveling and
 LY0805.adjusted by the NATIONAL GEODETIC SURVEY
 LY0805.in June 1991.
 LY0805
 LY0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0805.GEOID18 height accuracy estimate available here.
 LY0805
 LY0805.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL202550(NAD 83)
 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
 LY0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0805.See file dsdata.pdf to determine how the superseded data were derived.
 LY0805
 LY0805_MARKER: DB = BENCH MARK DISK
 LY0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0805_SP_SET: BRIDGE
 LY0805_STAMPING: G 35 1942
 LY0805_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0206 ***********************************************************************
 KV0206  DESIGNATION -  G 37
 KV0206  PID         -  KV0206
 KV0206  STATE/COUNTY-  NJ/MIDDLESEX
 KV0206  COUNTRY     -  US
 KV0206  USGS QUAD   -  ARTHUR KILL (2019)
 KV0206
 KV0206                         *CURRENT SURVEY CONTROL
 KV0206  ______________________________________________________________________
 KV0206* NAD 83(1986) POSITION- 40 34 14.     (N) 074 13 47.     (W)   SCALED
 KV0206* NAVD 88 ORTHO HEIGHT -     5.638 (meters)       18.50  (feet) ADJUSTED
 KV0206  ______________________________________________________________________
 KV0206  GEOID HEIGHT    -        -32.444 (meters)                     GEOID18
 KV0206  DYNAMIC HEIGHT  -          5.636 (meters)       18.49  (feet) COMP
 KV0206  MODELED GRAVITY -    980,220.4   (mgal)                       NAVD 88
 KV0206
 KV0206  VERT ORDER      -  FIRST     CLASS II
 KV0206
 KV0206.The horizontal coordinates were scaled from a map and have
 KV0206.an estimated accuracy of +/- 6 seconds.
 KV0206
 KV0206.The orthometric height was determined by differential leveling and
 KV0206.adjusted by the NATIONAL GEODETIC SURVEY
 KV0206.in June 1991.
 KV0206
 KV0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0206.GEOID18 height accuracy estimate available here.
 KV0206
 KV0206.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK652913(NAD 83)
 KV0206
 KV0206                          SUPERSEDED SURVEY CONTROL
 KV0206
 KV0206  NGVD 29 (04/16/92)    5.956  (m)           19.54   (f) ADJUSTED    1 2
 KV0206  NGVD 29 (??/??/87)    5.979  (m)           19.62   (f) SUPERSEDED  1 2
 KV0206
 KV0206.Superseded values are not recommended for survey control.
 KV0206
 KV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0206.See file dsdata.pdf to determine how the superseded data were derived.
 KV0206
 KV0206_MARKER: DB = BENCH MARK DISK
 KV0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0206_SP_SET: FOUNDATION
 KV0206_STAMPING: G 37 1952
 KV0206_MARK LOGO: CGS
 KV0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0206+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2009
 KV0206
 KV0206  HISTORY     - Date     Condition        Report By
 KV0206  HISTORY     - 1952     MONUMENTED       CGS
 KV0206  HISTORY     - 20070223 MARK NOT FOUND   GEOCAC
 KV0206  HISTORY     - 20091002 GOOD             USACE
 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.
 KV0206
 KV0206                          STATION RECOVERY (2007)
 KV0206
 KV0206'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0206'THE CONCRETE FOUNDATION OF THE ABATTOIR BUILDING IS NO LONGER EXPOSED.
 KV0206'
 KV0206
 KV0206                          STATION RECOVERY (2009)
 KV0206
 KV0206'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JE)
 KV0206'THE POINT WAS FOUND AS DESCRIBED IN GOOD CONDITION.  THE DISK IS ON
 KV0206'THE SIDE OF STOCK YARD BUILDING COVERED WITH IVY BUT ACCESSABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0200 ***********************************************************************
 KV0200  DESIGNATION -  G 38
 KV0200  PID         -  KV0200
 KV0200  STATE/COUNTY-  NJ/MIDDLESEX
 KV0200  COUNTRY     -  US
 KV0200  USGS QUAD   -  PERTH AMBOY (2016)
 KV0200
 KV0200                         *CURRENT SURVEY CONTROL
 KV0200  ______________________________________________________________________
 KV0200* NAD 83(1986) POSITION- 40 33 14.     (N) 074 16 08.     (W)   SCALED
 KV0200* NAVD 88 ORTHO HEIGHT -    10.205 (meters)       33.48  (feet) ADJUSTED
 KV0200  ______________________________________________________________________
 KV0200  GEOID HEIGHT    -        -32.528 (meters)                     GEOID18
 KV0200  DYNAMIC HEIGHT  -         10.201 (meters)       33.47  (feet) COMP
 KV0200  MODELED GRAVITY -    980,216.0   (mgal)                       NAVD 88
 KV0200
 KV0200  VERT ORDER      -  FIRST     CLASS II
 KV0200
 KV0200.The horizontal coordinates were scaled from a map and have
 KV0200.an estimated accuracy of +/- 6 seconds.
 KV0200
 KV0200.The orthometric height was determined by differential leveling and
 KV0200.adjusted by the NATIONAL GEODETIC SURVEY
 KV0200.in June 1991.
 KV0200
 KV0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0200.GEOID18 height accuracy estimate available here.
 KV0200
 KV0200.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK619894(NAD 83)
 KV0200
 KV0200                          SUPERSEDED SURVEY CONTROL
 KV0200
 KV0200  NGVD 29 (04/16/92)   10.518  (m)           34.51   (f) ADJUSTED    1 2
 KV0200  NGVD 29 (??/??/87)   10.547  (m)           34.60   (f) SUPERSEDED  1 2
 KV0200
 KV0200.Superseded values are not recommended for survey control.
 KV0200
 KV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0200.See file dsdata.pdf to determine how the superseded data were derived.
 KV0200
 KV0200_MARKER: DB = BENCH MARK DISK
 KV0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0200_SP_SET: OVERPASS
 KV0200_STAMPING: G 38 1952
 KV0200_MARK LOGO: CGS
 KV0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV0639 ***********************************************************************
 KV0639  DESIGNATION -  G 39
 KV0639  PID         -  KV0639
 KV0639  STATE/COUNTY-  NJ/MORRIS
 KV0639  COUNTRY     -  US
 KV0639  USGS QUAD   -  MORRISTOWN (2016)
 KV0639
 KV0639                         *CURRENT SURVEY CONTROL
 KV0639  ______________________________________________________________________
 KV0639* NAD 83(1986) POSITION- 40 46 57.66   (N) 074 26 53.24   (W)   HD_HELD1
 KV0639* NAVD 88 ORTHO HEIGHT -   111.089 (meters)      364.46  (feet) ADJUSTED
 KV0639  ______________________________________________________________________
 KV0639  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 KV0639  DYNAMIC HEIGHT  -        111.041 (meters)      364.31  (feet) COMP
 KV0639  MODELED GRAVITY -    980,188.2   (mgal)                       NAVD 88
 KV0639
 KV0639  VERT ORDER      -  SECOND    CLASS II
 KV0639
 KV0639.The horizontal coordinates were determined by differentially corrected
 KV0639.hand held GPS observations or other comparable positioning techniques
 KV0639.and have an estimated accuracy of +/- 3 meters.
 KV0639
 KV0639.The orthometric height was determined by differential leveling and
 KV0639.adjusted by the NATIONAL GEODETIC SURVEY
 KV0639.in June 1991.
 KV0639
 KV0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0639.GEOID18 height accuracy estimate available here.
 KV0639
 KV0639.Click photographs - Photos may exist for this station.
 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       -   216,417.9     154,378.6     MT  (+/- 3 meters HH1 GPS) 
 KV0639
 KV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4656514779(NAD 83)
 KV0639
 KV0639                          SUPERSEDED SURVEY CONTROL
 KV0639
 KV0639  NGVD 29 (11/26/84)  111.369  (m)          365.38   (f) ADJUSTED    2 0
 KV0639
 KV0639.Superseded values are not recommended for survey control.
 KV0639
 KV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0639.See file dsdata.pdf to determine how the superseded data were derived.
 KV0639
 KV0639_MARKER: DB = BENCH MARK DISK
 KV0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0639_SP_SET: UNDERPASS 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 - March 04, 2012
 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  HISTORY     - 20070325 GOOD             GEOCAC
 KV0639  HISTORY     - 20120304 GOOD             NJGS
 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.
 KV0639
 KV0639                          STATION RECOVERY (2007)
 KV0639
 KV0639'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0639'RECOVERED IN GOOD CONDITION.
 KV0639
 KV0639                          STATION RECOVERY (2012)
 KV0639
 KV0639'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV0639'RECOVERED IN GOOD CONDITION.
 KV0639'
 KV0639'NOTE-THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHEAST OF
 KV0639'BERNARDSVILLE, 4.4 MI (7.1 KM) NORTHWEST OF CHATHAM AND 2.0 MI (3.2
 KV0639'KM) EAST-SOUTHEAST OF MORRISTOWN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1624 ***********************************************************************
 KU1624  DESIGNATION -  G 40
 KU1624  PID         -  KU1624
 KU1624  STATE/COUNTY-  NJ/BERGEN
 KU1624  COUNTRY     -  US
 KU1624  USGS QUAD   -  YONKERS (2019)
 KU1624
 KU1624                         *CURRENT SURVEY CONTROL
 KU1624  ______________________________________________________________________
 KU1624* NAD 83(1986) POSITION- 40 58 10.     (N) 073 54 58.     (W)   SCALED
 KU1624* NAVD 88 ORTHO HEIGHT -   160.872 (meters)      527.79  (feet) ADJUSTED
 KU1624  ______________________________________________________________________
 KU1624  GEOID HEIGHT    -        -31.353 (meters)                     GEOID18
 KU1624  DYNAMIC HEIGHT  -        160.814 (meters)      527.60  (feet) COMP
 KU1624  MODELED GRAVITY -    980,256.6   (mgal)                       NAVD 88
 KU1624
 KU1624  VERT ORDER      -  SECOND    CLASS 0
 KU1624
 KU1624.The horizontal coordinates were scaled from a map and have
 KU1624.an estimated accuracy of +/- 6 seconds.
 KU1624
 KU1624.The orthometric height was determined by differential leveling and
 KU1624.adjusted by the NATIONAL GEODETIC SURVEY
 KU1624.in June 1991.
 KU1624
 KU1624.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1624.GEOID18 height accuracy estimate available here.
 KU1624
 KU1624.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL911359(NAD 83)
 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
 KU1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1624.See file dsdata.pdf to determine how the superseded data were derived.
 KU1624
 KU1624_MARKER: DB = BENCH MARK DISK
 KU1624_SETTING: 66 = SET IN 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 = JULY 24, 2026 22:12:30 EDT
 KV3524 ***********************************************************************
 KV3524  DESIGNATION -  G 53 RESET
 KV3524  PID         -  KV3524
 KV3524  STATE/COUNTY-  NJ/MIDDLESEX
 KV3524  COUNTRY     -  US
 KV3524  USGS QUAD   -  SOUTH AMBOY (2019)
 KV3524
 KV3524                         *CURRENT SURVEY CONTROL
 KV3524  ______________________________________________________________________
 KV3524* NAD 83(1986) POSITION- 40 28 10.55   (N) 074 22 03.59   (W)   HD_HELD1
 KV3524* NAVD 88 ORTHO HEIGHT -     2.81  (meters)        9.2   (feet) RESET
 KV3524  ______________________________________________________________________
 KV3524  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 KV3524  VERT ORDER      -  THIRD
 KV3524
 KV3524.The horizontal coordinates were determined by differentially corrected
 KV3524.hand held GPS observations or other comparable positioning techniques
 KV3524.and have an estimated accuracy of +/- 3 meters.
 KV3524
 KV3524.The orthometric height was computed from unverified reset data.
 KV3524
 KV3524.No vertical observational check was made to the station.
 KV3524
 KV3524.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3524.GEOID18 height accuracy estimate available here.
 KV3524
 KV3524.Click photographs - Photos may exist for this station.
 KV3524
 KV3524;                    North         East    Units  Estimated Accuracy
 KV3524;SPC NJ       -   181,661.3     161,221.8     MT  (+/- 3 meters HH1 GPS) 
 KV3524
 KV3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5360480072(NAD 83)
 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
 KV3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3524.See file dsdata.pdf to determine how the superseded data were derived.
 KV3524
 KV3524_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0884 ***********************************************************************
 KV0884  DESIGNATION -  G 54
 KV0884  PID         -  KV0884
 KV0884  STATE/COUNTY-  NJ/MONMOUTH
 KV0884  COUNTRY     -  US
 KV0884  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0884
 KV0884                         *CURRENT SURVEY CONTROL
 KV0884  ______________________________________________________________________
 KV0884* NAD 83(1986) POSITION- 40 19 51.     (N) 074 04 27.     (W)   SCALED
 KV0884* NAVD 88 ORTHO HEIGHT -    22.526 (meters)       73.90  (feet) ADJUSTED
 KV0884  ______________________________________________________________________
 KV0884  GEOID HEIGHT    -        -32.521 (meters)                     GEOID18
 KV0884  DYNAMIC HEIGHT  -         22.516 (meters)       73.87  (feet) COMP
 KV0884  MODELED GRAVITY -    980,199.6   (mgal)                       NAVD 88
 KV0884
 KV0884  VERT ORDER      -  SECOND    CLASS 0
 KV0884
 KV0884.The horizontal coordinates were scaled from a map and have
 KV0884.an estimated accuracy of +/- 6 seconds.
 KV0884
 KV0884.The orthometric height was determined by differential leveling and
 KV0884.adjusted by the NATIONAL GEODETIC SURVEY
 KV0884.in June 1991.
 KV0884
 KV0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0884.GEOID18 height accuracy estimate available here.
 KV0884
 KV0884.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK786648(NAD 83)
 KV0884
 KV0884                          SUPERSEDED SURVEY CONTROL
 KV0884
 KV0884  NGVD 29 (04/16/92)   22.847  (m)           74.96   (f) ADJUSTED    2 0
 KV0884  NGVD 29 (??/??/87)   22.887  (m)           75.09   (f) SUPERSEDED  2 0
 KV0884
 KV0884.Superseded values are not recommended for survey control.
 KV0884
 KV0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0884.See file dsdata.pdf to determine how the superseded data were derived.
 KV0884
 KV0884_MARKER: DB = BENCH MARK DISK
 KV0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0884_STAMPING: G 54 1961
 KV0884_MARK LOGO: CGS
 KV0884_PROJECTION: FLUSH
 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  HISTORY     - 20200521 MARK NOT FOUND   NJGS
 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.
 KV0884
 KV0884                          STATION RECOVERY (2020)
 KV0884
 KV0884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV0884'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0101 ***********************************************************************
 JU0101  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0101  DESIGNATION -  G 55
 JU0101  PID         -  JU0101
 JU0101  STATE/COUNTY-  NJ/OCEAN
 JU0101  COUNTRY     -  US
 JU0101  USGS QUAD   -  TUCKERTON (2019)
 JU0101
 JU0101                         *CURRENT SURVEY CONTROL
 JU0101  ______________________________________________________________________
 JU0101* NAD 83(1986) POSITION- 39 36 10.64   (N) 074 20 30.77   (W)   HD_HELD1
 JU0101* NAVD 88 ORTHO HEIGHT -     3.089 (meters)       10.13  (feet) ADJUSTED
 JU0101  ______________________________________________________________________
 JU0101  GEOID HEIGHT    -        -33.471 (meters)                     GEOID18
 JU0101  DYNAMIC HEIGHT  -          3.088 (meters)       10.13  (feet) COMP
 JU0101  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 JU0101
 JU0101  VERT ORDER      -  FIRST     CLASS I
 JU0101
 JU0101.The horizontal coordinates were determined by differentially corrected
 JU0101.hand held GPS observations or other comparable positioning techniques
 JU0101.and have an estimated accuracy of +/- 3 meters.
 JU0101
 JU0101.The orthometric height was determined by differential leveling and
 JU0101.adjusted by the NATIONAL GEODETIC SURVEY
 JU0101.in September 1996.
 JU0101
 JU0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0101.GEOID18 height accuracy estimate available here.
 JU0101
 JU0101.This Tidal Bench Mark is designated as VM 2636
 JU0101.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0101
 JU0101.Click photographs - Photos may exist for this station.
 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       -    85,446.6     163,579.0     MT  (+/- 3 meters HH1 GPS) 
 JU0101
 JU0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5650183897(NAD 83)
 JU0101
 JU0101                          SUPERSEDED SURVEY CONTROL
 JU0101
 JU0101  NAVD 88 (06/15/91)    3.104  (m)           10.18   (f) SUPERSEDED  1 1
 JU0101  NGVD 29 (04/16/92)    3.491  (m)           11.45   (f) ADJUSTED    1 1
 JU0101  NGVD 29 (01/10/92)    3.491  (m)           11.45   (f) SUPERSEDED  1 1
 JU0101  NGVD 29 (??/??/87)    3.491  (m)           11.45   (f) SUPERSEDED  1 1
 JU0101
 JU0101.Superseded values are not recommended for survey control.
 JU0101
 JU0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0101.See file dsdata.pdf to determine how the superseded data were derived.
 JU0101
 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 = JULY 24, 2026 22:12:30 EDT
 JU0470 ***********************************************************************
 JU0470  DESIGNATION -  G 56
 JU0470  PID         -  JU0470
 JU0470  STATE/COUNTY-  NJ/ATLANTIC
 JU0470  COUNTRY     -  US
 JU0470  USGS QUAD   -  OCEAN CITY (2019)
 JU0470
 JU0470                         *CURRENT SURVEY CONTROL
 JU0470  ______________________________________________________________________
 JU0470* NAD 83(1986) POSITION- 39 19 32.45   (N) 074 30 05.19   (W)   HD_HELD1
 JU0470* NAVD 88 ORTHO HEIGHT -     3.031 (meters)        9.94  (feet) ADJUSTED
 JU0470  ______________________________________________________________________
 JU0470  GEOID HEIGHT    -        -34.497 (meters)                     GEOID18
 JU0470  DYNAMIC HEIGHT  -          3.029 (meters)        9.94  (feet) COMP
 JU0470  MODELED GRAVITY -    980,104.2   (mgal)                       NAVD 88
 JU0470
 JU0470  VERT ORDER      -  FIRST     CLASS II
 JU0470
 JU0470.The horizontal coordinates were determined by differentially corrected
 JU0470.hand held GPS observations or other comparable positioning techniques
 JU0470.and have an estimated accuracy of +/- 3 meters.
 JU0470
 JU0470.The orthometric height was determined by differential leveling and
 JU0470.adjusted by the NATIONAL GEODETIC SURVEY
 JU0470.in June 1991.
 JU0470
 JU0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0470.GEOID18 height accuracy estimate available here.
 JU0470
 JU0470.Click photographs - Photos may exist for this station.
 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       -    54,653.4     149,875.7     MT  (+/- 3 meters HH1 GPS) 
 JU0470
 JU0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4297253037(NAD 83)
 JU0470
 JU0470                          SUPERSEDED SURVEY CONTROL
 JU0470
 JU0470  NGVD 29 (04/16/92)    3.425  (m)           11.24   (f) ADJUSTED    2 0
 JU0470  NGVD 29 (??/??/87)    3.426  (m)           11.24   (f) SUPERSEDED  2 0
 JU0470
 JU0470.Superseded values are not recommended for survey control.
 JU0470
 JU0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0470.See file dsdata.pdf to determine how the superseded data were derived.
 JU0470
 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 = JULY 24, 2026 22:12:30 EDT
 JU0582 ***********************************************************************
 JU0582  DESIGNATION -  G 57
 JU0582  PID         -  JU0582
 JU0582  STATE/COUNTY-  NJ/ATLANTIC
 JU0582  COUNTRY     -  US
 JU0582  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU0582
 JU0582                         *CURRENT SURVEY CONTROL
 JU0582  ______________________________________________________________________
 JU0582* NAD 83(1986) POSITION- 39 30 01.     (N) 074 41 04.     (W)   SCALED
 JU0582* NAVD 88 ORTHO HEIGHT -    16.999 (meters)       55.77  (feet) ADJUSTED
 JU0582  ______________________________________________________________________
 JU0582  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 JU0582  DYNAMIC HEIGHT  -         16.990 (meters)       55.74  (feet) COMP
 JU0582  MODELED GRAVITY -    980,126.6   (mgal)                       NAVD 88
 JU0582
 JU0582  VERT ORDER      -  SECOND    CLASS 0
 JU0582
 JU0582.The horizontal coordinates were scaled from a map and have
 JU0582.an estimated accuracy of +/- 6 seconds.
 JU0582
 JU0582.The orthometric height was determined by differential leveling and
 JU0582.adjusted by the NATIONAL GEODETIC SURVEY
 JU0582.in June 1991.
 JU0582
 JU0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0582.GEOID18 height accuracy estimate available here.
 JU0582
 JU0582.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ271723(NAD 83)
 JU0582
 JU0582                          SUPERSEDED SURVEY CONTROL
 JU0582
 JU0582  NGVD 29 (11/26/84)   17.377  (m)           57.01   (f) ADJUSTED    2 0
 JU0582
 JU0582.Superseded values are not recommended for survey control.
 JU0582
 JU0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0582.See file dsdata.pdf to determine how the superseded data were derived.
 JU0582
 JU0582_MARKER: DB = BENCH MARK DISK
 JU0582_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0582_SP_SET: CULVERT HEADWALL
 JU0582_STAMPING: G 57 1961
 JU0582_MARK LOGO: CGS
 JU0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0582+STABILITY: SURFACE MOTION
 JU0582
 JU0582  HISTORY     - Date     Condition        Report By
 JU0582  HISTORY     - 1961     MONUMENTED       CGS
 JU0582  HISTORY     - 1965     GOOD             CGS
 JU0582  HISTORY     - 20070821 MARK NOT FOUND   NJGS
 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.
 JU0582
 JU0582                          STATION RECOVERY (2007)
 JU0582
 JU0582'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (EJO)
 JU0582'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0415 ***********************************************************************
 JU0415  DESIGNATION -  G 58
 JU0415  PID         -  JU0415
 JU0415  STATE/COUNTY-  NJ/CAPE MAY
 JU0415  COUNTRY     -  US
 JU0415  USGS QUAD   -  STONE HARBOR (2019)
 JU0415
 JU0415                         *CURRENT SURVEY CONTROL
 JU0415  ______________________________________________________________________
 JU0415* NAD 83(1986) POSITION- 39 06 33.     (N) 074 47 46.     (W)   SCALED
 JU0415* NAVD 88 ORTHO HEIGHT -     3.777 (meters)       12.39  (feet) ADJUSTED
 JU0415  ______________________________________________________________________
 JU0415  GEOID HEIGHT    -        -35.118 (meters)                     GEOID18
 JU0415  DYNAMIC HEIGHT  -          3.775 (meters)       12.39  (feet) COMP
 JU0415  MODELED GRAVITY -    980,069.4   (mgal)                       NAVD 88
 JU0415
 JU0415  VERT ORDER      -  FIRST     CLASS II
 JU0415
 JU0415.The horizontal coordinates were scaled from a map and have
 JU0415.an estimated accuracy of +/- 6 seconds.
 JU0415
 JU0415.The orthometric height was determined by differential leveling and
 JU0415.adjusted by the NATIONAL GEODETIC SURVEY
 JU0415.in June 1991.
 JU0415
 JU0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0415.GEOID18 height accuracy estimate available here.
 JU0415
 JU0415.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ176289(NAD 83)
 JU0415
 JU0415                          SUPERSEDED SURVEY CONTROL
 JU0415
 JU0415  NGVD 29 (04/16/92)    4.174  (m)           13.69   (f) ADJUSTED    1 2
 JU0415  NGVD 29 (01/10/92)    4.174  (m)           13.69   (f) SUPERSEDED  1 2
 JU0415  NGVD 29 (??/??/87)    4.174  (m)           13.69   (f) SUPERSEDED  1 2
 JU0415
 JU0415.Superseded values are not recommended for survey control.
 JU0415
 JU0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0415.See file dsdata.pdf to determine how the superseded data were derived.
 JU0415
 JU0415_MARKER: DB = BENCH MARK DISK
 JU0415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0415_SP_SET: CULVERT
 JU0415_STAMPING: G 58 1961
 JU0415_MARK LOGO: CGS
 JU0415_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0415+STABILITY: SURFACE MOTION
 JU0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0415+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2009
 JU0415
 JU0415  HISTORY     - Date     Condition        Report By
 JU0415  HISTORY     - 1961     MONUMENTED       CGS
 JU0415  HISTORY     - 1979     GOOD             NGS
 JU0415  HISTORY     - 20090721 GOOD             NJGS
 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.
 JU0415
 JU0415                          STATION RECOVERY (2009)
 JU0415
 JU0415'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 JU0415'RECOVERED IN GOOD CONDITION.
 JU0415'
 JU0415'NOTE-THE STATION IS 24 M (78.7 FT) SOUTH OF THE GARDEN STATE PARKWAY
 JU0415'MILEPOST 11.9 SOUTHBOUND, 0.5 M (1.6 FT) WEST OF A NJGS WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0998 ***********************************************************************
 JU0998  DESIGNATION -  G 59
 JU0998  PID         -  JU0998
 JU0998  STATE/COUNTY-  NJ/CUMBERLAND
 JU0998  COUNTRY     -  US
 JU0998  USGS QUAD   -  DIVIDING CREEK (2019)
 JU0998
 JU0998                         *CURRENT SURVEY CONTROL
 JU0998  ______________________________________________________________________
 JU0998* NAD 83(1986) POSITION- 39 21 55.23   (N) 075 06 09.04   (W)   HD_HELD1
 JU0998* NAVD 88 ORTHO HEIGHT -    18.021 (meters)       59.12  (feet) ADJUSTED
 JU0998  ______________________________________________________________________
 JU0998  GEOID HEIGHT    -        -33.950 (meters)                     GEOID18
 JU0998  DYNAMIC HEIGHT  -         18.012 (meters)       59.09  (feet) COMP
 JU0998  MODELED GRAVITY -    980,118.2   (mgal)                       NAVD 88
 JU0998
 JU0998  VERT ORDER      -  SECOND    CLASS 0
 JU0998
 JU0998.The horizontal coordinates were determined by differentially corrected
 JU0998.hand held GPS observations or other comparable positioning techniques
 JU0998.and have an estimated accuracy of +/- 3 meters.
 JU0998
 JU0998.The orthometric height was determined by differential leveling and
 JU0998.adjusted by the NATIONAL GEODETIC SURVEY
 JU0998.in June 1991.
 JU0998
 JU0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0998.GEOID18 height accuracy estimate available here.
 JU0998
 JU0998.Click photographs - Photos may exist for this station.
 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       -    59,229.4      98,081.1     MT  (+/- 3 meters HH1 GPS) 
 JU0998
 JU0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9116957325(NAD 83)
 JU0998
 JU0998                          SUPERSEDED SURVEY CONTROL
 JU0998
 JU0998  NGVD 29 (04/16/92)   18.352  (m)           60.21   (f) ADJUSTED    2 0
 JU0998  NGVD 29 (??/??/87)   18.422  (m)           60.44   (f) SUPERSEDED  2 0
 JU0998
 JU0998.Superseded values are not recommended for survey control.
 JU0998
 JU0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0998.See file dsdata.pdf to determine how the superseded data were derived.
 JU0998
 JU0998_MARKER: DB = BENCH MARK DISK
 JU0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0998_STAMPING: G 59 1961
 JU0998_MARK LOGO: CGS
 JU0998_PROJECTION: FLUSH
 JU0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0998+STABILITY: SURFACE MOTION
 JU0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0998+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2020
 JU0998
 JU0998  HISTORY     - Date     Condition        Report By
 JU0998  HISTORY     - 1961     MONUMENTED       CGS
 JU0998  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0998  HISTORY     - 20200319 GOOD             NJGS
 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.
 JU0998
 JU0998                          STATION RECOVERY (2020)
 JU0998
 JU0998'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU0998'THE MARK IS LOCATED ALONG A WIRE MESH FENCE, 11.4 FT (3.5 M) SOUTH OF
 JU0998'POWER POLE B 38620, 19 FT (5.8 M) SOUTHWEST OF THE CENTERLINE OF DIRT
 JU0998'ROAD TO ADDRESS 2751 AND 84.5 FT (25.8 M) EAST-SOUTHEAST OF UTILITY
 JU0998'POLE 859244.  NOT GPS SUITABLE DUE TO VEGETATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0017 ***********************************************************************
 JU0017  DESIGNATION -  G 6
 JU0017  PID         -  JU0017
 JU0017  STATE/COUNTY-  NJ/OCEAN
 JU0017  COUNTRY     -  US
 JU0017  USGS QUAD   -  SEASIDE PARK (2019)
 JU0017
 JU0017                         *CURRENT SURVEY CONTROL
 JU0017  ______________________________________________________________________
 JU0017* NAD 83(1986) POSITION- 39 55 14.     (N) 074 04 46.     (W)   SCALED
 JU0017* NAVD 88 ORTHO HEIGHT -     1.620 (meters)        5.32  (feet) ADJUSTED
 JU0017  ______________________________________________________________________
 JU0017  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 JU0017  DYNAMIC HEIGHT  -          1.620 (meters)        5.32  (feet) COMP
 JU0017  MODELED GRAVITY -    980,164.0   (mgal)                       NAVD 88
 JU0017
 JU0017  VERT ORDER      -  FIRST     CLASS I
 JU0017
 JU0017.The horizontal coordinates were scaled from a map and have
 JU0017.an estimated accuracy of +/- 6 seconds.
 JU0017
 JU0017.The orthometric height was determined by differential leveling and
 JU0017.adjusted by the NATIONAL GEODETIC SURVEY
 JU0017.in June 1991.
 JU0017
 JU0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0017.GEOID18 height accuracy estimate available here.
 JU0017
 JU0017.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK786193(NAD 83)
 JU0017
 JU0017                          SUPERSEDED SURVEY CONTROL
 JU0017
 JU0017  NGVD 29 (04/16/92)    1.971  (m)            6.47   (f) ADJUSTED    1 1
 JU0017  NGVD 29 (??/??/87)    1.990  (m)            6.53   (f) SUPERSEDED  1 1
 JU0017
 JU0017.Superseded values are not recommended for survey control.
 JU0017
 JU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0017.See file dsdata.pdf to determine how the superseded data were derived.
 JU0017
 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 = JULY 24, 2026 22:12:30 EDT
 KV0464 ***********************************************************************
 KV0464  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0464  DESIGNATION -  G 62
 KV0464  PID         -  KV0464
 KV0464  STATE/COUNTY-  NJ/HUDSON
 KV0464  COUNTRY     -  US
 KV0464  USGS QUAD   -  WEEHAWKEN (2016)
 KV0464
 KV0464                         *CURRENT SURVEY CONTROL
 KV0464  ______________________________________________________________________
 KV0464* NAD 83(1986) POSITION- 40 47 49.     (N) 074 04 09.     (W)   SCALED
 KV0464* NAVD 88 ORTHO HEIGHT -     2.227 (meters)        7.31  (feet) ADJUSTED
 KV0464  ______________________________________________________________________
 KV0464  GEOID HEIGHT    -        -31.991 (meters)                     GEOID18
 KV0464  DYNAMIC HEIGHT  -          2.226 (meters)        7.30  (feet) COMP
 KV0464  MODELED GRAVITY -    980,236.7   (mgal)                       NAVD 88
 KV0464
 KV0464  VERT ORDER      -  SECOND    CLASS 0
 KV0464
 KV0464.The horizontal coordinates were scaled from a map and have
 KV0464.an estimated accuracy of +/- 6 seconds.
 KV0464
 KV0464.The orthometric height was determined by differential leveling and
 KV0464.adjusted by the NATIONAL GEODETIC SURVEY
 KV0464.in June 1991.
 KV0464
 KV0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0464.GEOID18 height accuracy estimate available here.
 KV0464
 KV0464.This Tidal Bench Mark is designated as VM 11251
 KV0464.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0464
 KV0464.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL785166(NAD 83)
 KV0464
 KV0464                          SUPERSEDED SURVEY CONTROL
 KV0464
 KV0464  NGVD 29 (11/26/84)    2.554  (m)            8.38   (f) ADJUSTED    2 0
 KV0464
 KV0464.Superseded values are not recommended for survey control.
 KV0464
 KV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0464.See file dsdata.pdf to determine how the superseded data were derived.
 KV0464
 KV0464_MARKER: DB = BENCH MARK DISK
 KV0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0464_SP_SET: FIREWALL
 KV0464_STAMPING: G 62 1962
 KV0464_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0709 ***********************************************************************
 JU0709  DESIGNATION -  G 63
 JU0709  PID         -  JU0709
 JU0709  STATE/COUNTY-  NJ/CAMDEN
 JU0709  COUNTRY     -  US
 JU0709  USGS QUAD   -  RUNNEMEDE (2019)
 JU0709
 JU0709                         *CURRENT SURVEY CONTROL
 JU0709  ______________________________________________________________________
 JU0709* NAD 83(1986) POSITION- 39 51 54.68   (N) 075 02 33.65   (W)   HD_HELD1
 JU0709* NAVD 88 ORTHO HEIGHT -    25.240 (meters)       82.81  (feet) ADJUSTED
 JU0709  ______________________________________________________________________
 JU0709  GEOID HEIGHT    -        -32.839 (meters)                     GEOID18
 JU0709  DYNAMIC HEIGHT  -         25.229 (meters)       82.77  (feet) COMP
 JU0709  MODELED GRAVITY -    980,181.6   (mgal)                       NAVD 88
 JU0709
 JU0709  VERT ORDER      -  FIRST     CLASS I
 JU0709
 JU0709.The horizontal coordinates were determined by differentially corrected
 JU0709.hand held GPS observations or other comparable positioning techniques
 JU0709.and have an estimated accuracy of +/- 3 meters.
 JU0709
 JU0709.The orthometric height was determined by differential leveling and
 JU0709.adjusted by the NATIONAL GEODETIC SURVEY
 JU0709.in June 1991.
 JU0709
 JU0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0709.GEOID18 height accuracy estimate available here.
 JU0709
 JU0709.Click photographs - Photos may exist for this station.
 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       -   114,688.3     103,571.9     MT  (+/- 3 meters HH1 GPS) 
 JU0709
 JU0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9634912795(NAD 83)
 JU0709
 JU0709                          SUPERSEDED SURVEY CONTROL
 JU0709
 JU0709  NGVD 29 (11/26/84)   25.588  (m)           83.95   (f) ADJUSTED    1 1
 JU0709
 JU0709.Superseded values are not recommended for survey control.
 JU0709
 JU0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0709.See file dsdata.pdf to determine how the superseded data were derived.
 JU0709
 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 - June 27, 2003
 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  HISTORY     - 20030627 GOOD             NJGS
 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.
 JU0709
 JU0709                          STATION RECOVERY (2003)
 JU0709
 JU0709'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU0709'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0535 ***********************************************************************
 JU0535  DESIGNATION -  G 64
 JU0535  PID         -  JU0535
 JU0535  STATE/COUNTY-  NJ/ATLANTIC
 JU0535  COUNTRY     -  US
 JU0535  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0535
 JU0535                         *CURRENT SURVEY CONTROL
 JU0535  ______________________________________________________________________
 JU0535* NAD 83(1986) POSITION- 39 26 21.     (N) 074 31 23.     (W)   SCALED
 JU0535* NAVD 88 ORTHO HEIGHT -     5.144 (meters)       16.88  (feet) ADJUSTED
 JU0535  ______________________________________________________________________
 JU0535  GEOID HEIGHT    -        -33.965 (meters)                     GEOID18
 JU0535  DYNAMIC HEIGHT  -          5.142 (meters)       16.87  (feet) COMP
 JU0535  MODELED GRAVITY -    980,122.7   (mgal)                       NAVD 88
 JU0535
 JU0535  VERT ORDER      -  FIRST     CLASS I
 JU0535
 JU0535.The horizontal coordinates were scaled from a map and have
 JU0535.an estimated accuracy of +/- 6 seconds.
 JU0535
 JU0535.The orthometric height was determined by differential leveling and
 JU0535.adjusted by the NATIONAL GEODETIC SURVEY
 JU0535.in June 1991.
 JU0535
 JU0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0535.GEOID18 height accuracy estimate available here.
 JU0535
 JU0535.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ410656(NAD 83)
 JU0535
 JU0535                          SUPERSEDED SURVEY CONTROL
 JU0535
 JU0535  NGVD 29 (11/26/84)    5.531  (m)           18.15   (f) ADJUSTED    1 1
 JU0535
 JU0535.Superseded values are not recommended for survey control.
 JU0535
 JU0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0535.See file dsdata.pdf to determine how the superseded data were derived.
 JU0535
 JU0535_MARKER: DB = BENCH MARK DISK
 JU0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0535_STAMPING: G 64 1963
 JU0535_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0358 ***********************************************************************
 JU0358  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0358  DESIGNATION -  G 65
 JU0358  PID         -  JU0358
 JU0358  STATE/COUNTY-  NJ/ATLANTIC
 JU0358  COUNTRY     -  US
 JU0358  USGS QUAD   -  OCEAN CITY (2019)
 JU0358
 JU0358                         *CURRENT SURVEY CONTROL
 JU0358  ______________________________________________________________________
 JU0358* NAD 83(1986) POSITION- 39 19 41.85   (N) 074 35 05.26   (W)   HD_HELD1
 JU0358* NAVD 88 ORTHO HEIGHT -     7.624 (meters)       25.01  (feet) ADJUSTED
 JU0358  ______________________________________________________________________
 JU0358  GEOID HEIGHT    -        -34.396 (meters)                     GEOID18
 JU0358  DYNAMIC HEIGHT  -          7.620 (meters)       25.00  (feet) COMP
 JU0358  MODELED GRAVITY -    980,106.8   (mgal)                       NAVD 88
 JU0358
 JU0358  VERT ORDER      -  FIRST     CLASS I
 JU0358
 JU0358.The horizontal coordinates were determined by differentially corrected
 JU0358.hand held GPS observations or other comparable positioning techniques
 JU0358.and have an estimated accuracy of +/- 3 meters.
 JU0358
 JU0358.The orthometric height was determined by differential leveling and
 JU0358.adjusted by the NATIONAL GEODETIC SURVEY
 JU0358.in June 1991.
 JU0358
 JU0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0358.GEOID18 height accuracy estimate available here.
 JU0358
 JU0358.This Tidal Bench Mark is designated as VM 2734
 JU0358.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0358
 JU0358.Click photographs - Photos may exist for this station.
 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       -    54,946.7     142,689.4     MT  (+/- 3 meters HH1 GPS) 
 JU0358
 JU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3578653290(NAD 83)
 JU0358
 JU0358                          SUPERSEDED SURVEY CONTROL
 JU0358
 JU0358  NGVD 29 (04/16/92)    8.021  (m)           26.32   (f) ADJUSTED    1 1
 JU0358  NGVD 29 (01/10/92)    8.021  (m)           26.32   (f) SUPERSEDED  1 1
 JU0358  NGVD 29 (??/??/87)    8.021  (m)           26.32   (f) SUPERSEDED  1 1
 JU0358
 JU0358.Superseded values are not recommended for survey control.
 JU0358
 JU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0358.See file dsdata.pdf to determine how the superseded data were derived.
 JU0358
 JU0358_MARKER: DB = BENCH MARK DISK
 JU0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0358_STAMPING: G 65 1964
 JU0358_MARK LOGO: CGS
 JU0358_PROJECTION: FLUSH
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0108 ***********************************************************************
 JU0108  DESIGNATION -  G 66
 JU0108  PID         -  JU0108
 JU0108  STATE/COUNTY-  NJ/BURLINGTON
 JU0108  COUNTRY     -  US
 JU0108  USGS QUAD   -  NEW GRETNA (2019)
 JU0108
 JU0108                         *CURRENT SURVEY CONTROL
 JU0108  ______________________________________________________________________
 JU0108* NAD 83(1986) POSITION- 39 35 32.     (N) 074 25 35.     (W)   SCALED
 JU0108* NAVD 88 ORTHO HEIGHT -     3.418 (meters)       11.21  (feet) ADJUSTED
 JU0108  ______________________________________________________________________
 JU0108  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 JU0108  DYNAMIC HEIGHT  -          3.417 (meters)       11.21  (feet) COMP
 JU0108  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 JU0108
 JU0108  VERT ORDER      -  FIRST     CLASS I
 JU0108
 JU0108.The horizontal coordinates were scaled from a map and have
 JU0108.an estimated accuracy of +/- 6 seconds.
 JU0108
 JU0108.The orthometric height was determined by differential leveling and
 JU0108.adjusted by the NATIONAL GEODETIC SURVEY
 JU0108.in June 1991.
 JU0108
 JU0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0108.GEOID18 height accuracy estimate available here.
 JU0108
 JU0108.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ492826(NAD 83)
 JU0108
 JU0108                          SUPERSEDED SURVEY CONTROL
 JU0108
 JU0108  NGVD 29 (04/16/92)    3.807  (m)           12.49   (f) ADJUSTED    1 1
 JU0108  NGVD 29 (01/10/92)    3.807  (m)           12.49   (f) SUPERSEDED  1 1
 JU0108  NGVD 29 (??/??/87)    3.807  (m)           12.49   (f) SUPERSEDED  1 1
 JU0108
 JU0108.Superseded values are not recommended for survey control.
 JU0108
 JU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0108.See file dsdata.pdf to determine how the superseded data were derived.
 JU0108
 JU0108_MARKER: DB = BENCH MARK DISK
 JU0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0108_STAMPING: G 66 1964
 JU0108_MARK LOGO: CGS
 JU0108_PROJECTION: FLUSH
 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 - February 02, 1995
 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
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0117 ***********************************************************************
 JU0117  DESIGNATION -  G 67
 JU0117  PID         -  JU0117
 JU0117  STATE/COUNTY-  NJ/BURLINGTON
 JU0117  COUNTRY     -  US
 JU0117  USGS QUAD   -  NEW GRETNA (2019)
 JU0117
 JU0117                         *CURRENT SURVEY CONTROL
 JU0117  ______________________________________________________________________
 JU0117* NAD 83(1986) POSITION- 39 34 03.     (N) 074 27 42.     (W)   SCALED
 JU0117* NAVD 88 ORTHO HEIGHT -     1.625 (meters)        5.33  (feet) ADJUSTED
 JU0117  ______________________________________________________________________
 JU0117  GEOID HEIGHT    -        -33.511 (meters)                     GEOID18
 JU0117  DYNAMIC HEIGHT  -          1.625 (meters)        5.33  (feet) COMP
 JU0117  MODELED GRAVITY -    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 map and have
 JU0117.an estimated accuracy of +/- 6 seconds.
 JU0117
 JU0117.The orthometric height was determined by differential leveling and
 JU0117.adjusted by the NATIONAL GEODETIC SURVEY
 JU0117.in June 1991.
 JU0117
 JU0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0117.GEOID18 height accuracy estimate available here.
 JU0117
 JU0117.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462798(NAD 83)
 JU0117
 JU0117                          SUPERSEDED SURVEY CONTROL
 JU0117
 JU0117  NGVD 29 (04/16/92)    2.012  (m)            6.60   (f) ADJUSTED    1 1
 JU0117  NGVD 29 (01/10/92)    2.012  (m)            6.60   (f) SUPERSEDED  1 1
 JU0117  NGVD 29 (??/??/87)    2.012  (m)            6.60   (f) SUPERSEDED  1 1
 JU0117
 JU0117.Superseded values are not recommended for survey control.
 JU0117
 JU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0117.See file dsdata.pdf to determine how the superseded data were derived.
 JU0117
 JU0117_MARKER: DB = BENCH MARK DISK
 JU0117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0117_STAMPING: G 67 1964
 JU0117_MARK LOGO: CGS
 JU0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0117+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2016
 JU0117
 JU0117  HISTORY     - Date     Condition        Report By
 JU0117  HISTORY     - 1964     MONUMENTED       CGS
 JU0117  HISTORY     - 1979     GOOD             NGS
 JU0117  HISTORY     - 1985     GOOD             USPSQD
 JU0117  HISTORY     - 20160501 GOOD             USFWS
 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.
 JU0117
 JU0117                          STATION RECOVERY (2016)
 JU0117
 JU0117'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2016
 JU0117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0050 ***********************************************************************
 JU0050  DESIGNATION -  G 68
 JU0050  PID         -  JU0050
 JU0050  STATE/COUNTY-  NJ/OCEAN
 JU0050  COUNTRY     -  US
 JU0050  USGS QUAD   -  FORKED RIVER (2019)
 JU0050
 JU0050                         *CURRENT SURVEY CONTROL
 JU0050  ______________________________________________________________________
 JU0050* NAD 83(1986) POSITION- 39 52 27.01   (N) 074 10 00.69   (W)   HD_HELD1
 JU0050* NAVD 88 ORTHO HEIGHT -     5.148 (meters)       16.89  (feet) ADJUSTED
 JU0050  ______________________________________________________________________
 JU0050  GEOID HEIGHT    -        -33.088 (meters)                     GEOID18
 JU0050  DYNAMIC HEIGHT  -          5.146 (meters)       16.88  (feet) COMP
 JU0050  MODELED GRAVITY -    980,163.4   (mgal)                       NAVD 88
 JU0050
 JU0050  VERT ORDER      -  FIRST     CLASS I
 JU0050
 JU0050.The horizontal coordinates were determined by differentially corrected
 JU0050.hand held GPS observations or other comparable positioning techniques
 JU0050.and have an estimated accuracy of +/- 3 meters.
 JU0050
 JU0050.The orthometric height was determined by differential leveling and
 JU0050.adjusted by the NATIONAL GEODETIC SURVEY
 JU0050.in June 1991.
 JU0050
 JU0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0050.GEOID18 height accuracy estimate available here.
 JU0050
 JU0050.Click photographs - Photos may exist for this station.
 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       -   115,597.5     178,497.6     MT  (+/- 3 meters HH1 GPS) 
 JU0050
 JU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7124714123(NAD 83)
 JU0050
 JU0050                          SUPERSEDED SURVEY CONTROL
 JU0050
 JU0050  NGVD 29 (04/16/92)    5.519  (m)           18.11   (f) ADJUSTED    1 1
 JU0050  NGVD 29 (01/10/92)    5.519  (m)           18.11   (f) SUPERSEDED  1 1
 JU0050  NGVD 29 (??/??/87)    5.519  (m)           18.11   (f) SUPERSEDED  1 1
 JU0050
 JU0050.Superseded values are not recommended for survey control.
 JU0050
 JU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0050.See file dsdata.pdf to determine how the superseded data were derived.
 JU0050
 JU0050_MARKER: DD = SURVEY DISK
 JU0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0050_STAMPING: G 68 1964
 JU0050_MARK LOGO: CGS
 JU0050_PROJECTION: FLUSH
 JU0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0050+STABILITY: SURFACE MOTION
 JU0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0050+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2019
 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  HISTORY     - 20070130 GOOD             INDIV
 JU0050  HISTORY     - 20090325 GOOD             INDIV
 JU0050  HISTORY     - 20160529 GOOD             GEOCAC
 JU0050  HISTORY     - 20190709 GOOD             NJGS
 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.
 JU0050
 JU0050                          STATION RECOVERY (2007)
 JU0050
 JU0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RAL)
 JU0050'RECOVERED IN GOOD CONDITION.
 JU0050
 JU0050                          STATION RECOVERY (2009)
 JU0050
 JU0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (GPY)
 JU0050'RECOVERED IN GOOD CONDITION.
 JU0050
 JU0050                          STATION RECOVERY (2016)
 JU0050
 JU0050'RECOVERY NOTE BY GEOCACHING 2016 (DRB)
 JU0050'RECOVERED IN GOOD CONDITION.
 JU0050
 JU0050                          STATION RECOVERY (2019)
 JU0050
 JU0050'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU0050'RECOVERED AS DESCRIBED IN NATIONAL GEODETIC SURVEY DATA SHEET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0870 ***********************************************************************
 KV0870  DESIGNATION -  G 69
 KV0870  PID         -  KV0870
 KV0870  STATE/COUNTY-  NJ/OCEAN
 KV0870  COUNTRY     -  US
 KV0870  USGS QUAD   -  POINT PLEASANT (2019)
 KV0870
 KV0870                         *CURRENT SURVEY CONTROL
 KV0870  ______________________________________________________________________
 KV0870* NAD 83(1986) POSITION- 40 00 38.23   (N) 074 03 29.90   (W)   HD_HELD1
 KV0870* NAVD 88 ORTHO HEIGHT -     1.942 (meters)        6.37  (feet) ADJUSTED
 KV0870  ______________________________________________________________________
 KV0870  GEOID HEIGHT    -        -33.066 (meters)                     GEOID18
 KV0870  DYNAMIC HEIGHT  -          1.941 (meters)        6.37  (feet) COMP
 KV0870  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 KV0870
 KV0870  VERT ORDER      -  FIRST     CLASS II
 KV0870
 KV0870.The horizontal coordinates were determined by differentially corrected
 KV0870.hand held GPS observations or other comparable positioning techniques
 KV0870.and have an estimated accuracy of +/- 3 meters.
 KV0870
 KV0870.The orthometric height was determined by differential leveling and
 KV0870.adjusted by the NATIONAL GEODETIC SURVEY
 KV0870.in September 2015.
 KV0870
 KV0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0870.GEOID18 height accuracy estimate available here.
 KV0870
 KV0870.Click photographs - Photos may exist for this station.
 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       -   130,786.9     187,708.4     MT  (+/- 3 meters HH1 GPS) 
 KV0870
 KV0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8037029360(NAD 83)
 KV0870
 KV0870                          SUPERSEDED SURVEY CONTROL
 KV0870
 KV0870  NAVD 88 (06/15/91)    1.957  (m)            6.42   (f) SUPERSEDED  1 1
 KV0870  NGVD 29 (04/16/92)    2.303  (m)            7.56   (f) ADJUSTED    1 1
 KV0870  NGVD 29 (01/10/92)    2.303  (m)            7.56   (f) SUPERSEDED  1 1
 KV0870  NGVD 29 (??/??/87)    2.348  (m)            7.70   (f) SUPERSEDED  1 1
 KV0870
 KV0870.Superseded values are not recommended for survey control.
 KV0870
 KV0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0870.See file dsdata.pdf to determine how the superseded data were derived.
 KV0870
 KV0870_MARKER: DB = BENCH MARK DISK
 KV0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0870_STAMPING: G 69 1964
 KV0870_MARK LOGO: CGS
 KV0870_PROJECTION: PROJECTING 15 CENTIMETERS
 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 - April 11, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 KV0870  HISTORY     - 20160411 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.
 KV0870
 KV0870                          STATION RECOVERY (2012)
 KV0870
 KV0870'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0870'RECOVERED IN GOOD CONDITION.
 KV0870'
 KV0870'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH OF SEASIDE
 KV0870'PARK, 5.6 MI (9.0 KM) SOUTH OF POINT PLEASANT BEACH AND 5.0 MI (8.0
 KV0870'KM) SOUTH OF POINT PLEASANT.
 KV0870'
 KV0870'THE STATION IS 40.0 FT (12.2 M) NORTH FROM THE CENTERLINE OF THE
 KV0870'DRIVEWAY LEADING TO HOUSE NUMBER 394 OCEAN AVENUE, 60.0 FT (18.3 M)
 KV0870'NORTH FROM WOOD UTILITY POLE NUMBER JC 6905 BK, 4.5 FT (1.4 M) SOUTH
 KV0870'FROM WOOD UTILITY POLE NUMBER JC 221 BK AND 1.0 FT (0.3 M) SOUTH FROM
 KV0870'A METAL WITNESS POST WITH SIGN ATTACHED.
 KV0870
 KV0870                          STATION RECOVERY (2016)
 KV0870
 KV0870'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV0870'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0186 ***********************************************************************
 JU0186  DESIGNATION -  G 7
 JU0186  PID         -  JU0186
 JU0186  STATE/COUNTY-  NJ/OCEAN
 JU0186  COUNTRY     -  US
 JU0186  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0186
 JU0186                         *CURRENT SURVEY CONTROL
 JU0186  ______________________________________________________________________
 JU0186* NAD 83(1986) POSITION- 39 38 25.     (N) 074 11 06.     (W)   SCALED
 JU0186* NAVD 88 ORTHO HEIGHT -     0.899 (meters)        2.95  (feet) POSTED
 JU0186  ______________________________________________________________________
 JU0186  GEOID HEIGHT    -        -33.594 (meters)                     GEOID18
 JU0186  DYNAMIC HEIGHT  -          0.90  (meters)        3.0   (feet) COMP
 JU0186  MODELED GRAVITY -    980,149.8   (mgal)                       NAVD 88
 JU0186
 JU0186  VERT ORDER      -  * POSTED, SEE BELOW
 JU0186
 JU0186.The horizontal coordinates were scaled from a 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
 JU0186.* This is a POSTED BENCH MARK height.
 JU0186
 JU0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0186.GEOID18 height accuracy estimate available here.
 JU0186
 JU0186.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ699881(NAD 83)
 JU0186
 JU0186                          SUPERSEDED SURVEY CONTROL
 JU0186
 JU0186  NGVD 29 (11/26/84)    1.311  (m)            4.30   (f) ADJUSTED    1 2
 JU0186
 JU0186.Superseded values are not recommended for survey control.
 JU0186
 JU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0186.See file dsdata.pdf to determine how the superseded data were derived.
 JU0186
 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 = JULY 24, 2026 22:12:30 EDT
 KV0796 ***********************************************************************
 KV0796  DESIGNATION -  G 70
 KV0796  PID         -  KV0796
 KV0796  STATE/COUNTY-  NJ/MONMOUTH
 KV0796  COUNTRY     -  US
 KV0796  USGS QUAD   -  ASBURY PARK (2019)
 KV0796
 KV0796                         *CURRENT SURVEY CONTROL
 KV0796  ______________________________________________________________________
 KV0796* NAD 83(1986) POSITION- 40 14 17.     (N) 074 00 22.     (W)   SCALED
 KV0796* NAVD 88 ORTHO HEIGHT -     5.503 (meters)       18.05  (feet) ADJUSTED
 KV0796  ______________________________________________________________________
 KV0796  GEOID HEIGHT    -        -32.808 (meters)                     GEOID18
 KV0796  DYNAMIC HEIGHT  -          5.501 (meters)       18.05  (feet) COMP
 KV0796  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 KV0796
 KV0796  VERT ORDER      -  FIRST     CLASS I
 KV0796
 KV0796.The horizontal coordinates were scaled from a map and have
 KV0796.an estimated accuracy of +/- 6 seconds.
 KV0796
 KV0796.The orthometric height was determined by differential leveling and
 KV0796.adjusted by the NATIONAL GEODETIC SURVEY
 KV0796.in June 1991.
 KV0796
 KV0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0796.GEOID18 height accuracy estimate available here.
 KV0796
 KV0796.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK845546(NAD 83)
 KV0796
 KV0796                          SUPERSEDED SURVEY CONTROL
 KV0796
 KV0796  NGVD 29 (04/16/92)    5.830  (m)           19.13   (f) ADJUSTED    1 1
 KV0796  NGVD 29 (01/10/92)    5.830  (m)           19.13   (f) SUPERSEDED  1 1
 KV0796  NGVD 29 (??/??/87)    5.867  (m)           19.25   (f) SUPERSEDED  1 1
 KV0796
 KV0796.Superseded values are not recommended for survey control.
 KV0796
 KV0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0796.See file dsdata.pdf to determine how the superseded data were derived.
 KV0796
 KV0796_MARKER: DB = BENCH MARK DISK
 KV0796_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0796_SP_SET: CULVERT HEADWALL
 KV0796_STAMPING: G 70 1964
 KV0796_MARK LOGO: CGS
 KV0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0796+STABILITY: SURFACE MOTION
 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  HISTORY     - 20080925 MARK NOT FOUND   NJGS
 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.
 KV0796
 KV0796                          STATION RECOVERY (2008)
 KV0796
 KV0796'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV0796'THE DISK HAS BEEN REMOVED FROM THE HEADWALL BY PARTIES UNKNOWN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0053 ***********************************************************************
 KV0053  DESIGNATION -  G 72
 KV0053  PID         -  KV0053
 KV0053  STATE/COUNTY-  NJ/UNION
 KV0053  COUNTRY     -  US
 KV0053  USGS QUAD   -  ARTHUR KILL (2019)
 KV0053
 KV0053                         *CURRENT SURVEY CONTROL
 KV0053  ______________________________________________________________________
 KV0053* NAD 83(1986) POSITION- 40 37 08.     (N) 074 14 58.     (W)   SCALED
 KV0053* NAVD 88 ORTHO HEIGHT -     6.555 (meters)       21.51  (feet) ADJUSTED
 KV0053  ______________________________________________________________________
 KV0053  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 KV0053  DYNAMIC HEIGHT  -          6.552 (meters)       21.50  (feet) COMP
 KV0053  MODELED GRAVITY -    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 map and have
 KV0053.an estimated accuracy of +/- 6 seconds.
 KV0053
 KV0053.The orthometric height was determined by differential leveling and
 KV0053.adjusted by the NATIONAL GEODETIC SURVEY
 KV0053.in June 1991.
 KV0053
 KV0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0053.GEOID18 height accuracy estimate available here.
 KV0053
 KV0053.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK634967(NAD 83)
 KV0053
 KV0053                          SUPERSEDED SURVEY CONTROL
 KV0053
 KV0053  NGVD 29 (04/16/92)    6.879  (m)           22.57   (f) ADJUSTED    1 1
 KV0053  NGVD 29 (??/??/87)    6.897  (m)           22.63   (f) SUPERSEDED  1 1
 KV0053
 KV0053.Superseded values are not recommended for survey control.
 KV0053
 KV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0053.See file dsdata.pdf to determine how the superseded data were derived.
 KV0053
 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 = JULY 24, 2026 22:12:30 EDT
 KV0964 ***********************************************************************
 KV0964  DESIGNATION -  G 73
 KV0964  PID         -  KV0964
 KV0964  STATE/COUNTY-  NJ/MIDDLESEX
 KV0964  COUNTRY     -  US
 KV0964  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0964
 KV0964                         *CURRENT SURVEY CONTROL
 KV0964  ______________________________________________________________________
 KV0964* NAD 83(1986) POSITION- 40 26 04.0    (N) 074 19 54.6    (W)   HD_HELD2
 KV0964* NAVD 88 ORTHO HEIGHT -     9.551 (meters)       31.34  (feet) ADJUSTED
 KV0964  ______________________________________________________________________
 KV0964  GEOID HEIGHT    -        -32.556 (meters)                     GEOID18
 KV0964  DYNAMIC HEIGHT  -          9.547 (meters)       31.32  (feet) COMP
 KV0964  MODELED GRAVITY -    980,207.7   (mgal)                       NAVD 88
 KV0964
 KV0964  VERT ORDER      -  FIRST     CLASS II
 KV0964
 KV0964.The horizontal coordinates were established by autonomous hand held GPS
 KV0964.observations and have an estimated accuracy of +/- 10 meters.
 KV0964
 KV0964.The orthometric height was determined by differential leveling and
 KV0964.adjusted by the NATIONAL GEODETIC SURVEY
 KV0964.in June 1991.
 KV0964
 KV0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0964.GEOID18 height accuracy estimate available here.
 KV0964
 KV0964.Click photographs - Photos may exist for this station.
 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       -   177,763.      164,268.      MT  (+/- 10 meters HH2 GPS)
 KV0964
 KV0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5667176192(NAD 83)
 KV0964
 KV0964                          SUPERSEDED SURVEY CONTROL
 KV0964
 KV0964  NGVD 29 (??/??/92)    9.934  (m)           32.59   (f) SUPERSEDED  1 2
 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
 KV0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0964.See file dsdata.pdf to determine how the superseded data were derived.
 KV0964
 KV0964_MARKER: DV = VERTICAL CONTROL DISK
 KV0964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0964_SP_SET: POLE BASE
 KV0964_STAMPING: G 73 1974
 KV0964_MARK LOGO: NGS
 KV0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0964+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 KV0964
 KV0964  HISTORY     - Date     Condition        Report By
 KV0964  HISTORY     - 1974     MONUMENTED       NGS
 KV0964  HISTORY     - 20200611 GOOD             NJGS
 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.
 KV0964
 KV0964                          STATION RECOVERY (2020)
 KV0964
 KV0964'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV0964'MONUMENT AT BASE OF LARGE STEEL BEAM SUPPORTING WIRE MAKING DISK
 KV0964'UNUSABLE FOR OPUS OBSERVATIONS AND SUSCEPTIBLE FOR MULTI PATH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1126 ***********************************************************************
 KV1126  DESIGNATION -  G 74
 KV1126  PID         -  KV1126
 KV1126  STATE/COUNTY-  NJ/MERCER
 KV1126  COUNTRY     -  US
 KV1126  USGS QUAD   -  HIGHTSTOWN (2019)
 KV1126
 KV1126                         *CURRENT SURVEY CONTROL
 KV1126  ______________________________________________________________________
 KV1126* NAD 83(1986) POSITION- 40 15 43.40   (N) 074 32 52.48   (W)   HD_HELD1
 KV1126* NAVD 88 ORTHO HEIGHT -    31.849 (meters)      104.49  (feet) ADJUSTED
 KV1126  ______________________________________________________________________
 KV1126  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 KV1126  DYNAMIC HEIGHT  -         31.835 (meters)      104.45  (feet) COMP
 KV1126  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 KV1126
 KV1126  VERT ORDER      -  FIRST     CLASS II
 KV1126
 KV1126.The horizontal coordinates were determined by differentially corrected
 KV1126.hand held GPS observations or other comparable positioning techniques
 KV1126.and have an estimated accuracy of +/- 3 meters.
 KV1126
 KV1126.The orthometric height was determined by differential leveling and
 KV1126.adjusted by the NATIONAL GEODETIC SURVEY
 KV1126.in April 2015.
 KV1126
 KV1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1126.GEOID18 height accuracy estimate available here.
 KV1126
 KV1126.Click photographs - Photos may exist for this station.
 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       -   158,610.5     145,924.8     MT  (+/- 3 meters HH1 GPS) 
 KV1126
 KV1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3844256941(NAD 83)
 KV1126
 KV1126                          SUPERSEDED SURVEY CONTROL
 KV1126
 KV1126  NAVD 88 (06/15/91)   31.847  (m)          104.48   (f) SUPERSEDED  1 2
 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
 KV1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1126.See file dsdata.pdf to determine how the superseded data were derived.
 KV1126
 KV1126_MARKER: DV = VERTICAL CONTROL DISK
 KV1126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1126_SP_SET: BRIDGE
 KV1126_STAMPING: G 74 1974
 KV1126_MARK LOGO: NGS
 KV1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1126+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2023
 KV1126
 KV1126  HISTORY     - Date     Condition        Report By
 KV1126  HISTORY     - 1974     MONUMENTED       NGS
 KV1126  HISTORY     - 20140226 GOOD             NJGS
 KV1126  HISTORY     - 20150310 GOOD             GEOCAC
 KV1126  HISTORY     - 20230628 GOOD             NJGS
 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.
 KV1126
 KV1126                          STATION RECOVERY (2014)
 KV1126
 KV1126'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV1126'RECOVERED IN GOOD CONDITION.
 KV1126'
 KV1126'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST
 KV1126'OF ALLENTOWN, 4.9 MI (7.9 KM) NORTHWEST OF ROOSEVELT AND 1.4 MI (2.3
 KV1126'KM) WEST-SOUTHWEST OF HIGHTSTOWN, IN EAST WINDSOR TOWNSHIP.
 KV1126'
 KV1126'THE STATION IS NORTHEAST OF A CAR WASH FACILITY.  THE HEADWALL AROUND
 KV1126'THE DISK IS SPALLING, THE DISK IS SOLID.
 KV1126
 KV1126                          STATION RECOVERY (2015)
 KV1126
 KV1126'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 KV1126'RECOVERED IN GOOD CONDITION.
 KV1126
 KV1126                          STATION RECOVERY (2023)
 KV1126
 KV1126'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV1126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1147 ***********************************************************************
 KV1147  DESIGNATION -  G 75
 KV1147  PID         -  KV1147
 KV1147  STATE/COUNTY-  NJ/BURLINGTON
 KV1147  COUNTRY     -  US
 KV1147  USGS QUAD   -  TRENTON EAST (2019)
 KV1147
 KV1147                         *CURRENT SURVEY CONTROL
 KV1147  ______________________________________________________________________
 KV1147* NAD 83(2011) POSITION- 40 07 32.51846(N) 074 44 22.50128(W)   ADJUSTED
 KV1147* NAD 83(2011) ELLIP HT-   -29.298 (meters)        (06/27/12)   ADJUSTED
 KV1147* NAD 83(2011) EPOCH   -  2010.00
 KV1147* NAVD 88 ORTHO HEIGHT -     3.508 (meters)       11.51  (feet) ADJUSTED
 KV1147  ______________________________________________________________________
 KV1147  GEOID HEIGHT    -        -32.794 (meters)                     GEOID18
 KV1147  NAD 83(2011) X  -  1,285,422.632 (meters)                     COMP
 KV1147  NAD 83(2011) Y  - -4,711,500.162 (meters)                     COMP
 KV1147  NAD 83(2011) Z  -  4,088,648.644 (meters)                     COMP
 KV1147  LAPLACE CORR    -          3.99  (seconds)                    DEFLEC18
 KV1147  DYNAMIC HEIGHT  -          3.507 (meters)       11.51  (feet) COMP
 KV1147  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 KV1147
 KV1147  VERT ORDER      -  FIRST     CLASS II
 KV1147
 KV1147  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1147  Standards:
 KV1147         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1147            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1147  -------------------------------------------------------------------
 KV1147  NETWORK    0.40   0.80           0.18   0.14   0.41     -0.02160968
 KV1147  -------------------------------------------------------------------
 KV1147  Click here for local accuracies and other accuracy information.
 KV1147
 KV1147.The horizontal coordinates were established by GPS observations
 KV1147.and adjusted by the National Geodetic Survey in June 2012.
 KV1147
 KV1147.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1147.been affixed to the stable North American tectonic plate. See 
 KV1147.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1147
 KV1147.The horizontal coordinates are valid at the epoch date displayed above
 KV1147.which is a decimal equivalence of Year/Month/Day.
 KV1147
 KV1147.The orthometric height was determined by differential leveling and
 KV1147.adjusted by the NATIONAL GEODETIC SURVEY
 KV1147.in June 1991.
 KV1147
 KV1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1147.GEOID18 height accuracy estimate available here.
 KV1147
 KV1147.Click photographs - Photos may exist for this station.
 KV1147
 KV1147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1147
 KV1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1147
 KV1147.The ellipsoidal height was determined by GPS observations
 KV1147.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1147
 KV1147;                    North         East     Units Scale Factor Converg.
 KV1147;SPC NJ       -   143,497.684   129,580.620   MT  0.99990513   -0 09 15.9
 KV1147;SPC NJ       -   470,791.98    425,132.42   sFT  0.99990513   -0 09 15.9
 KV1147;UTM  18      - 4,441,741.290   522,188.258   MT  0.99960606   +0 10 04.2
 KV1147
 KV1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1147!SPC NJ       -   1.00000460  x   0.99990513  =   0.99990973
 KV1147!UTM  18      -   1.00000460  x   0.99960606  =   0.99961065
 KV1147
 KV1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2218841741(NAD 83)
 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  NAD 83(2007)-  40 07 32.51892(N)    074 44 22.50194(W) AD(2002.00) 0
 KV1147  ELLIP H (02/10/07)  -29.294  (m)                       GP(2002.00)    
 KV1147  ELLIP H (10/23/02)  -29.260  (m)                       GP(       ) 4 1
 KV1147  NAD 83(1996)-  40 07 32.51900(N)    074 44 22.50196(W) AD(       ) 1
 KV1147  ELLIP H (05/14/99)  -29.266  (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)  -29.304  (m)                       GP(       ) 2 1
 KV1147  NAVD 88               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
 KV1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1147.See file dsdata.pdf to determine how the superseded data were derived.
 KV1147
 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 - November 15, 2022
 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  HISTORY     - 20221115 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.
 KV1147
 KV1147                          STATION RECOVERY (2022)
 KV1147
 KV1147'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 KV1147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0683 ***********************************************************************
 JU0683  DESIGNATION -  G 76
 JU0683  PID         -  JU0683
 JU0683  STATE/COUNTY-  NJ/BURLINGTON
 JU0683  COUNTRY     -  US
 JU0683  USGS QUAD   -  CAMDEN (2019)
 JU0683
 JU0683                         *CURRENT SURVEY CONTROL
 JU0683  ______________________________________________________________________
 JU0683* NAD 83(1986) POSITION- 39 59 58.59   (N) 075 01 43.93   (W)   HD_HELD1
 JU0683* NAVD 88 ORTHO HEIGHT -     4.300 (meters)       14.11  (feet) ADJUSTED
 JU0683  ______________________________________________________________________
 JU0683  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 JU0683  DYNAMIC HEIGHT  -          4.299 (meters)       14.10  (feet) COMP
 JU0683  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 JU0683
 JU0683  VERT ORDER      -  FIRST     CLASS II
 JU0683
 JU0683.The horizontal coordinates were determined by differentially corrected
 JU0683.hand held GPS observations or other comparable positioning techniques
 JU0683.and have an estimated accuracy of +/- 3 meters.
 JU0683
 JU0683.The orthometric height was determined by differential leveling and
 JU0683.adjusted by the NATIONAL GEODETIC SURVEY
 JU0683.in June 1991.
 JU0683
 JU0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0683.GEOID18 height accuracy estimate available here.
 JU0683
 JU0683.Click photographs - Photos may exist for this station.
 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       -   129,604.9     104,841.9     MT  (+/- 3 meters HH1 GPS) 
 JU0683
 JU0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9753527714(NAD 83)
 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
 JU0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0683.See file dsdata.pdf to determine how the superseded data were derived.
 JU0683
 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_PROJECTION: RECESSED 15 CENTIMETERS
 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 - October 22, 2025
 JU0683
 JU0683  HISTORY     - Date     Condition        Report By
 JU0683  HISTORY     - 1974     MONUMENTED       NGS
 JU0683  HISTORY     - 19940714 GOOD             USPSQD
 JU0683  HISTORY     - 19950824 GOOD             NJGS
 JU0683  HISTORY     - 20070714 GOOD             UE
 JU0683  HISTORY     - 20220328 GOOD             NJGS
 JU0683  HISTORY     - 20251022 GOOD             AAAS
 JU0683
 JU0683                          STATION DESCRIPTION
 JU0683
 JU0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 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.
 JU0683
 JU0683                          STATION RECOVERY (2007)
 JU0683
 JU0683'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0683'RECOVERED IN GOOD CONDITION.
 JU0683
 JU0683                          STATION RECOVERY (2022)
 JU0683
 JU0683'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 JU0683'RECOVERED IN GOOD CONDITION.
 JU0683
 JU0683                          STATION RECOVERY (2025)
 JU0683
 JU0683'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 JU0683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2942 ***********************************************************************
 KV2942  DESIGNATION -  G 77
 KV2942  PID         -  KV2942
 KV2942  STATE/COUNTY-  NJ/HUNTERDON
 KV2942  COUNTRY     -  US
 KV2942  USGS QUAD   -  BLOOMSBURY (2019)
 KV2942
 KV2942                         *CURRENT SURVEY CONTROL
 KV2942  ______________________________________________________________________
 KV2942* NAD 83(1986) POSITION- 40 38 49.     (N) 075 04 41.     (W)   SCALED
 KV2942* NAVD 88 ORTHO HEIGHT -   193.794 (meters)      635.81  (feet) ADJUSTED
 KV2942  ______________________________________________________________________
 KV2942  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 KV2942  DYNAMIC HEIGHT  -        193.700 (meters)      635.50  (feet) COMP
 KV2942  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 KV2942
 KV2942  VERT ORDER      -  FIRST     CLASS II
 KV2942
 KV2942.The horizontal coordinates were scaled from a map and have
 KV2942.an estimated accuracy of +/- 6 seconds.
 KV2942
 KV2942.The orthometric height was determined by differential leveling and
 KV2942.adjusted by the NATIONAL GEODETIC SURVEY
 KV2942.in June 1991.
 KV2942
 KV2942.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2942.GEOID18 height accuracy estimate available here.
 KV2942
 KV2942.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK934995(NAD 83)
 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
 KV2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2942.See file dsdata.pdf to determine how the superseded data were derived.
 KV2942
 KV2942_MARKER: DV = VERTICAL CONTROL DISK
 KV2942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2942_STAMPING: G 77 1978
 KV2942_MARK LOGO: NGS
 KV2942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2942
 KV2942  HISTORY     - Date     Condition        Report By
 KV2942  HISTORY     - 1978     MONUMENTED       NGS
 KV2942  HISTORY     - 20190924 MARK NOT FOUND   NJGS
 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.
 KV2942
 KV2942                          STATION RECOVERY (2019)
 KV2942
 KV2942'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV2942'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2915 ***********************************************************************
 KV2915  DESIGNATION -  G 78
 KV2915  PID         -  KV2915
 KV2915  STATE/COUNTY-  NJ/SOMERSET
 KV2915  COUNTRY     -  US
 KV2915  USGS QUAD   -  BOUND BROOK (2019)
 KV2915
 KV2915                         *CURRENT SURVEY CONTROL
 KV2915  ______________________________________________________________________
 KV2915* NAD 83(2011) POSITION- 40 33 33.32614(N) 074 33 58.83474(W)   ADJUSTED
 KV2915* NAD 83(2011) ELLIP HT-   -15.545 (meters)        (06/27/12)   ADJUSTED
 KV2915* NAD 83(2011) EPOCH   -  2010.00
 KV2915* NAVD 88 ORTHO HEIGHT -    17.688 (meters)       58.03  (feet) ADJUSTED
 KV2915  ______________________________________________________________________
 KV2915  GEOID HEIGHT    -        -33.244 (meters)                     GEOID18
 KV2915  NAD 83(2011) X  -  1,291,371.533 (meters)                     COMP
 KV2915  NAD 83(2011) Y  - -4,677,560.662 (meters)                     COMP
 KV2915  NAD 83(2011) Z  -  4,125,351.203 (meters)                     COMP
 KV2915  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 KV2915  DYNAMIC HEIGHT  -         17.680 (meters)       58.01  (feet) COMP
 KV2915  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 KV2915
 KV2915  VERT ORDER      -  FIRST     CLASS II
 KV2915
 KV2915  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV2915  Standards:
 KV2915         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV2915            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV2915  -------------------------------------------------------------------
 KV2915  NETWORK    1.02   2.14           0.45   0.38   1.09      0.12390077
 KV2915  -------------------------------------------------------------------
 KV2915  Click here for local accuracies and other accuracy information.
 KV2915
 KV2915.The horizontal coordinates were established by GPS observations
 KV2915.and adjusted by the National Geodetic Survey in June 2012.
 KV2915
 KV2915.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV2915.been affixed to the stable North American tectonic plate. See 
 KV2915.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV2915
 KV2915.The horizontal coordinates are valid at the epoch date displayed above
 KV2915.which is a decimal equivalence of Year/Month/Day.
 KV2915
 KV2915.The orthometric height was determined by differential leveling and
 KV2915.adjusted by the NATIONAL GEODETIC SURVEY
 KV2915.in June 1991.
 KV2915
 KV2915.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2915.GEOID18 height accuracy estimate available here.
 KV2915
 KV2915.Click photographs - Photos may exist for this station.
 KV2915
 KV2915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2915
 KV2915.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV2915
 KV2915.The ellipsoidal height was determined by GPS observations
 KV2915.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV2915
 KV2915;                    North         East     Units Scale Factor Converg.
 KV2915;SPC NJ       -   191,610.246   144,381.767   MT  0.99990039   -0 02 35.3
 KV2915;SPC NJ       -   628,641.28    473,692.51   sFT  0.99990039   -0 02 35.3
 KV2915;UTM  18      - 4,489,922.654   536,713.135   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3671389922(NAD 83)
 KV2915
 KV2915|---------------------------------------------------------------------|
 KV2915| PID    Reference Object                     Distance      Geod. Az  |
 KV2915|                                                           dddmmss.s |
 KV2915| KV6621 SC 205                              288.089 METERS 01953     |
 KV2915|---------------------------------------------------------------------|
 KV2915
 KV2915                          SUPERSEDED SURVEY CONTROL
 KV2915
 KV2915  NAD 83(2007)-  40 33 33.32609(N)    074 33 58.83526(W) AD(2002.00) 0
 KV2915  ELLIP H (02/10/07)  -15.546  (m)                       GP(2002.00)    
 KV2915  ELLIP H (10/23/02)  -15.544  (m)                       GP(       ) 4 1
 KV2915  NAD 83(1996)-  40 33 33.32632(N)    074 33 58.83546(W) AD(       ) 2
 KV2915  ELLIP H (05/14/99)  -15.538  (m)                       GP(       ) 4 1
 KV2915  NAD 83(1986)-  40 33 33.32665(N)    074 33 58.83763(W) AD(       ) 2
 KV2915  NAVD 88              17.69   (m)           58.0    (f) LEVELING    3  
 KV2915  NGVD 29 (01/10/92)   17.964  (m)           58.94   (f) ADJUSTED    1 2
 KV2915  NGVD 29              17.97   (m)           59.0    (f) LEVELING    3  
 KV2915
 KV2915.Superseded values are not recommended for survey control.
 KV2915
 KV2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2915.See file dsdata.pdf to determine how the superseded data were derived.
 KV2915
 KV2915_MARKER: DV = VERTICAL CONTROL DISK
 KV2915_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV2915+WITH SETTING: PAVEMENT
 KV2915_SP_SET: SIGNAL BASE
 KV2915_STAMPING: G 78 1978
 KV2915_MARK LOGO: NGS
 KV2915_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2915+STABILITY: SURFACE MOTION
 KV2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2915+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 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  HISTORY     - 20090416 GOOD             JCLS
 KV2915  HISTORY     - 20100922 GOOD             JCLS
 KV2915  HISTORY     - 20160404 GOOD             AAAS
 KV2915  HISTORY     - 20191021 GOOD             NJGS
 KV2915  HISTORY     - 20250520 GOOD             AAAS
 KV2915
 KV2915                          STATION DESCRIPTION
 KV2915
 KV2915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 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.
 KV2915'
 KV2915'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET, COUNTY ROAD
 KV2915'533, AND FINDERNE AVENUE IN SOMERVILLE, WHICH IS ABOUT 4.2 KM
 KV2915'(2.61 MI) EAST OF THE COURTHOUSE, GO 1.4 KM (0.87 MI) EAST ON EAST
 KV2915'MAIN STREET TO CHIMNEY ROCK ROAD, TURN RIGHT AND GO 0.16 KM (0.10 MI)
 KV2915'SOUTH TO THE NEW JERSEY TRANSIT RAILWAY GRADE CROSSING AND THE STATION
 KV2915'ON THE RIGHT.
 KV2915'
 KV2915'THE STATION IS ON THE WEST CORNER OF THE SOUTHEAST OF TWO, DISUSED,
 KV2915'CONCRETE, SIGNAL BASES, NORTHWEST OF THE CROSSING, 5.65 M (18.54 FT)
 KV2915'NORTH-NORTHEAST OF THE MOST NORTHEAST RAIL, 25.55 M (83.83 FT) WEST OF
 KV2915'THE CENTERLINE GRADE CROSSING OF CHIMNEY ROCK ROAD, 12.85 M (42.16 FT)
 KV2915'SOUTHEAST OF THE FIRST POLE SOUTHEAST OF CHIMNEY ROCK ROAD, 2.35 M
 KV2915'(7.71 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE BASE AND 0.6 M
 KV2915'(1.97 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE BASE.
 KV2915'
 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.
 KV2915
 KV2915                          STATION RECOVERY (2009)
 KV2915
 KV2915'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 KV2915'RECOVERED IN GOOD CONDITION.
 KV2915
 KV2915                          STATION RECOVERY (2010)
 KV2915
 KV2915'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 KV2915'RECOVERED IN GOOD CONDITION.
 KV2915
 KV2915                          STATION RECOVERY (2016)
 KV2915
 KV2915'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV2915'CHIMNEY ROCK ROAD IS NAMED POLHEMUS LANE IN THE VICINITY OF THE
 KV2915'STATION.
 KV2915
 KV2915                          STATION RECOVERY (2019)
 KV2915
 KV2915'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 KV2915'DUE TO PROXIMITY TO TRAIN TRACKS, PERMISSION IS REQUIRED TO CONDUCT
 KV2915'GPS OBSERVATIONS.
 KV2915
 KV2915                          STATION RECOVERY (2025)
 KV2915
 KV2915'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV2915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1188 ***********************************************************************
 HU1188  DESIGNATION -  G 79
 HU1188  PID         -  HU1188
 HU1188  STATE/COUNTY-  NJ/CAPE MAY
 HU1188  COUNTRY     -  US
 HU1188  USGS QUAD   -  CAPE MAY (2019)
 HU1188
 HU1188                         *CURRENT SURVEY CONTROL
 HU1188  ______________________________________________________________________
 HU1188* NAD 83(1986) POSITION- 38 58 24.95   (N) 074 56 03.24   (W)   HD_HELD1
 HU1188* NAVD 88 ORTHO HEIGHT -     3.535 (meters)       11.60  (feet) ADJUSTED
 HU1188  ______________________________________________________________________
 HU1188  GEOID HEIGHT    -        -35.425 (meters)                     GEOID18
 HU1188  DYNAMIC HEIGHT  -          3.533 (meters)       11.59  (feet) COMP
 HU1188  MODELED GRAVITY -    980,051.0   (mgal)                       NAVD 88
 HU1188
 HU1188  VERT ORDER      -  FIRST     CLASS II
 HU1188
 HU1188.The horizontal coordinates were determined by differentially corrected
 HU1188.hand held GPS observations or other comparable positioning techniques
 HU1188.and have an estimated accuracy of +/- 3 meters.
 HU1188
 HU1188.The orthometric height was determined by differential leveling and
 HU1188.adjusted by the NATIONAL GEODETIC SURVEY
 HU1188.in June 1991.
 HU1188
 HU1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1188.GEOID18 height accuracy estimate available here.
 HU1188
 HU1188.Click photographs - Photos may exist for this station.
 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       -    15,659.3     112,373.6     MT  (+/- 3 meters HH1 GPS) 
 HU1188
 HU1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0569613848(NAD 83)
 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
 HU1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1188.See file dsdata.pdf to determine how the superseded data were derived.
 HU1188
 HU1188_MARKER: DV = VERTICAL CONTROL DISK
 HU1188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU0263 ***********************************************************************
 JU0263  DESIGNATION -  G 8
 JU0263  PID         -  JU0263
 JU0263  STATE/COUNTY-  NJ/ATLANTIC
 JU0263  COUNTRY     -  US
 JU0263  USGS QUAD   -  NEW GRETNA (2019)
 JU0263
 JU0263                         *CURRENT SURVEY CONTROL
 JU0263  ______________________________________________________________________
 JU0263* NAD 83(1986) POSITION- 39 30 04.     (N) 074 27 22.     (W)   SCALED
 JU0263* NAVD 88 ORTHO HEIGHT -     3.859 (meters)       12.66  (feet) ADJUSTED
 JU0263  ______________________________________________________________________
 JU0263  GEOID HEIGHT    -        -33.767 (meters)                     GEOID18
 JU0263  DYNAMIC HEIGHT  -          3.857 (meters)       12.65  (feet) COMP
 JU0263  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 JU0263
 JU0263  VERT ORDER      -  FIRST     CLASS I
 JU0263
 JU0263.The horizontal coordinates were scaled from a map and have
 JU0263.an estimated accuracy of +/- 6 seconds.
 JU0263
 JU0263.The orthometric height was determined by differential leveling and
 JU0263.adjusted by the NATIONAL GEODETIC SURVEY
 JU0263.in June 1991.
 JU0263
 JU0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0263.GEOID18 height accuracy estimate available here.
 JU0263
 JU0263.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ467725(NAD 83)
 JU0263
 JU0263                          SUPERSEDED SURVEY CONTROL
 JU0263
 JU0263  NGVD 29 (04/16/92)    4.247  (m)           13.93   (f) ADJUSTED    1 1
 JU0263  NGVD 29 (01/10/92)    4.247  (m)           13.93   (f) SUPERSEDED  1 1
 JU0263  NGVD 29 (??/??/87)    4.247  (m)           13.93   (f) SUPERSEDED  1 1
 JU0263
 JU0263.Superseded values are not recommended for survey control.
 JU0263
 JU0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0263.See file dsdata.pdf to determine how the superseded data were derived.
 JU0263
 JU0263_MARKER: DB = BENCH MARK DISK
 JU0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0263_STAMPING: G 8 1930 13.957
 JU0263_MARK LOGO: CGS
 JU0263_PROJECTION: FLUSH
 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 - May 10, 2011
 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  HISTORY     - 20110510 GOOD             INDIV
 JU0263
 JU0263                          STATION DESCRIPTION
 JU0263
 JU0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 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'THE STATION IS ABOUT 2.3 MI (3.7 KM) SOUTH FROM THE U.S. HIGHWAY 9
 JU0263'BRIDGE OVER NACOTE CREEK.  THE DIRT ROAD PARALLELING THE HIGHWAY AND
 JU0263'THE 12 INCH OAK TREE COULD NOT BE FOUND.
 JU0263
 JU0263                          STATION RECOVERY (2011)
 JU0263
 JU0263'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU0263'THE STATION IS NOW 6 INCHES WEST OF A METAL WITNESS POST.  THE GRANITE
 JU0263'POST IS STILL THERE BUT THE DIRT ROAD PARALLELING THE HIGHWAY AND THE
 JU0263'12 INCH OAK TREE ARE GONE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2463 ***********************************************************************
 JU2463  DESIGNATION -  G 80
 JU2463  PID         -  JU2463
 JU2463  STATE/COUNTY-  NJ/ATLANTIC
 JU2463  COUNTRY     -  US
 JU2463  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2463
 JU2463                         *CURRENT SURVEY CONTROL
 JU2463  ______________________________________________________________________
 JU2463* NAD 83(1986) POSITION- 39 21 51.     (N) 074 24 59.     (W)   SCALED
 JU2463* NAVD 88 ORTHO HEIGHT -     2.439 (meters)        8.00  (feet) ADJUSTED
 JU2463  ______________________________________________________________________
 JU2463  GEOID HEIGHT    -        -34.428 (meters)                     GEOID18
 JU2463  DYNAMIC HEIGHT  -          2.437 (meters)        8.00  (feet) COMP
 JU2463  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 JU2463
 JU2463  VERT ORDER      -  FIRST     CLASS II
 JU2463
 JU2463.The horizontal coordinates were scaled from a map and have
 JU2463.an estimated accuracy of +/- 6 seconds.
 JU2463
 JU2463.The orthometric height was determined by differential leveling and
 JU2463.adjusted by the NATIONAL GEODETIC SURVEY
 JU2463.in June 1991.
 JU2463
 JU2463.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2463.GEOID18 height accuracy estimate available here.
 JU2463
 JU2463.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ502573(NAD 83)
 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
 JU2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2463.See file dsdata.pdf to determine how the superseded data were derived.
 JU2463
 JU2463_MARKER: DV = VERTICAL CONTROL DISK
 JU2463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2463_STAMPING: G 80 1979
 JU2463_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2333 ***********************************************************************
 JU2333  DESIGNATION -  G 81
 JU2333  PID         -  JU2333
 JU2333  STATE/COUNTY-  NJ/CAPE MAY
 JU2333  COUNTRY     -  US
 JU2333  USGS QUAD   -  WOODBINE (2019)
 JU2333
 JU2333                         *CURRENT SURVEY CONTROL
 JU2333  ______________________________________________________________________
 JU2333* NAD 83(1986) POSITION- 39 10 06.44   (N) 074 45 54.70   (W)   HD_HELD1
 JU2333* NAVD 88 ORTHO HEIGHT -     7.652 (meters)       25.10  (feet) ADJUSTED
 JU2333  ______________________________________________________________________
 JU2333  GEOID HEIGHT    -        -34.910 (meters)                     GEOID18
 JU2333  DYNAMIC HEIGHT  -          7.648 (meters)       25.09  (feet) COMP
 JU2333  MODELED GRAVITY -    980,079.1   (mgal)                       NAVD 88
 JU2333
 JU2333  VERT ORDER      -  FIRST     CLASS II
 JU2333
 JU2333.The horizontal coordinates were determined by differentially corrected
 JU2333.hand held GPS observations or other comparable positioning techniques
 JU2333.and have an estimated accuracy of +/- 3 meters.
 JU2333
 JU2333.The orthometric height was determined by differential leveling and
 JU2333.adjusted by the NATIONAL GEODETIC SURVEY
 JU2333.in June 1991.
 JU2333
 JU2333.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2333.GEOID18 height accuracy estimate available here.
 JU2333
 JU2333.Click photographs - Photos may exist for this station.
 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       -    37,233.5     127,084.0     MT  (+/- 3 meters HH1 GPS) 
 JU2333
 JU2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2028335496(NAD 83)
 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
 JU2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2333.See file dsdata.pdf to determine how the superseded data were derived.
 JU2333
 JU2333_MARKER: DB = BENCH MARK DISK
 JU2333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU2246 ***********************************************************************
 JU2246  DESIGNATION -  G 82
 JU2246  PID         -  JU2246
 JU2246  STATE/COUNTY-  NJ/SALEM
 JU2246  COUNTRY     -  US
 JU2246  USGS QUAD   -  SALEM (2019)
 JU2246
 JU2246                         *CURRENT SURVEY CONTROL
 JU2246  ______________________________________________________________________
 JU2246* NAD 83(1986) POSITION- 39 33 54.4    (N) 075 27 38.3    (W)   HD_HELD2
 JU2246* NAVD 88 ORTHO HEIGHT -     2.680 (meters)        8.79  (feet) ADJUSTED
 JU2246  ______________________________________________________________________
 JU2246  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 JU2246  DYNAMIC HEIGHT  -          2.679 (meters)        8.79  (feet) COMP
 JU2246  MODELED GRAVITY -    980,122.8   (mgal)                       NAVD 88
 JU2246
 JU2246  VERT ORDER      -  FIRST     CLASS II
 JU2246
 JU2246.The horizontal coordinates were established by autonomous hand held GPS
 JU2246.observations and have an estimated accuracy of +/- 10 meters.
 JU2246
 JU2246.The orthometric height was determined by differential leveling and
 JU2246.adjusted by the NATIONAL GEODETIC SURVEY
 JU2246.in June 1991.
 JU2246
 JU2246.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2246.GEOID18 height accuracy estimate available here.
 JU2246
 JU2246.Click photographs - Photos may exist for this station.
 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       -    81,674.       67,457.      MT  (+/- 10 meters HH2 GPS)
 JU2246
 JU2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6043179591(NAD 83)
 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
 JU2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2246.See file dsdata.pdf to determine how the superseded data were derived.
 JU2246
 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 - October 12, 2007
 JU2246
 JU2246  HISTORY     - Date     Condition        Report By
 JU2246  HISTORY     - 1979     MONUMENTED       NGS
 JU2246  HISTORY     - 19940829 GOOD             NJGS
 JU2246  HISTORY     - 20070605 GOOD             UE
 JU2246  HISTORY     - 20071012 GOOD             GEOCAC
 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.
 JU2246
 JU2246                          STATION RECOVERY (2007)
 JU2246
 JU2246'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2246'THE CONCRETE FLOOR AND MONUMENT WERE COATED WITH A GRAY FLOOR COVERING
 JU2246'WITH BLACK AND WHITE PLASTIC CHIPS. THE DISK IS STILL RECOGNIZABLE BY
 JU2246'ITS SHAPE AND THE TEXT IS STILL LEGIBLE
 JU2246
 JU2246                          STATION RECOVERY (2007)
 JU2246
 JU2246'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU2246'THE FIRE HALL IS HOME TO A VOLUNTEER UNIT, AND IS NORMALLY CLOSED AND
 JU2246'UNOCCUPIED.  FOR ACCESS, CONTACT THE CITY OF SALEM POLIC DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0943 ***********************************************************************
 JU0943  DESIGNATION -  G 9
 JU0943  PID         -  JU0943
 JU0943  STATE/COUNTY-  NJ/CUMBERLAND
 JU0943  COUNTRY     -  US
 JU0943  USGS QUAD   -  BRIDGETON (2019)
 JU0943
 JU0943                         *CURRENT SURVEY CONTROL
 JU0943  ______________________________________________________________________
 JU0943* NAD 83(1986) POSITION- 39 25 43.93   (N) 075 13 52.19   (W)   HD_HELD1
 JU0943* NAVD 88 ORTHO HEIGHT -    11.232 (meters)       36.85  (feet) ADJUSTED
 JU0943  ______________________________________________________________________
 JU0943  GEOID HEIGHT    -        -33.809 (meters)                     GEOID18
 JU0943  DYNAMIC HEIGHT  -         11.226 (meters)       36.83  (feet) COMP
 JU0943  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 JU0943
 JU0943  VERT ORDER      -  FIRST     CLASS II
 JU0943
 JU0943.The horizontal coordinates were determined by differentially corrected
 JU0943.hand held GPS observations or other comparable positioning techniques
 JU0943.and have an estimated accuracy of +/- 3 meters.
 JU0943
 JU0943.The orthometric height was determined by differential leveling and
 JU0943.adjusted by the NATIONAL GEODETIC SURVEY
 JU0943.in April 2013.
 JU0943
 JU0943.No vertical observational check was made to the station.
 JU0943
 JU0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0943.GEOID18 height accuracy estimate available here.
 JU0943
 JU0943.Click photographs - Photos may exist for this station.
 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       -    66,363.7      87,052.0     MT  (+/- 3 meters HH1 GPS) 
 JU0943
 JU0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8010464395(NAD 83)
 JU0943
 JU0943                          SUPERSEDED SURVEY CONTROL
 JU0943
 JU0943  NAVD 88 (06/15/91)   11.238  (m)           36.87   (f) SUPERSEDED  1 2
 JU0943  NGVD 29 (01/10/92)   11.546  (m)           37.88   (f) ADJUSTED    1 2
 JU0943  NGVD 29 (??/??/87)   11.617  (m)           38.11   (f) SUPERSEDED  1 2
 JU0943
 JU0943.Superseded values are not recommended for survey control.
 JU0943
 JU0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0943.See file dsdata.pdf to determine how the superseded data were derived.
 JU0943
 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_MARK LOGO: CGS
 JU0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0943+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 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  HISTORY     - 20070625 GOOD             UE
 JU0943  HISTORY     - 20110531 GOOD             NJGS
 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.
 JU0943
 JU0943                          STATION RECOVERY (2007)
 JU0943
 JU0943'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0943'STAMPING APPEARS TO BE G98 OR G93, THE LAST DIGIT BEING DISTORTED.
 JU0943
 JU0943                          STATION RECOVERY (2011)
 JU0943
 JU0943'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0943'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, AT THE NORTHEAST
 JU0943'CORNER OF THE JUNCTION OF EAST COMMERCE STREET AND BANK STREET, SET IN
 JU0943'THE SOUTHWEST CORNER OF THE SOUTH FACE OF THE FORMER POST OFFICE, NOW
 JU0943'THE BRIDGETON CITY HALL ANNEX.
 JU0943'
 JU0943'TO REACH THE STATION FROM THE JUNCTION OF COMMERCE STREET EAST (COUNTY
 JU0943'ROAD 670) AND NORTH PEARL STREET (NJ STATE ROUTE 77) IN BRIDGETON, GO
 JU0943'0.1 MI (0.2 KM) EAST ON EAST COMMERCE STREET TO THE JUNCTION WITH BANK
 JU0943'STREET AND THE STATION ON THE LEFT.
 JU0943'
 JU0943'THE STATION IS 14.4 FT (4.4 M) NORTH-NORTHEAST OF THE FLAGPOLE IN
 JU0943'FRONT OF THE CITY HALL ANNEX BUILDING, 1.5 FT (0.5 M) EAST OF THE
 JU0943'SOUTHWEST CORNER OF THE BUILDING FOUNDATION, 41.1 FT (12.5 M)
 JU0943'WEST-SOUTHWEST OF THE CENTER OF THE FRONT ENTRANCE DOUBLE DOORS.  THE
 JU0943'STATION IS ABOUT 2.7 FT (0.8 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4095 ***********************************************************************
 KV4095  DESIGNATION -  G PORT OF NY AUTHORITY 1937
 KV4095  PID         -  KV4095
 KV4095  STATE/COUNTY-  NJ/HUDSON
 KV4095  COUNTRY     -  US
 KV4095  USGS QUAD   -  WEEHAWKEN (2016)
 KV4095
 KV4095                         *CURRENT SURVEY CONTROL
 KV4095  ______________________________________________________________________
 KV4095* NAD 83(1996) POSITION- 40 45 55.65887(N) 074 01 15.38532(W)   ADJUSTED
 KV4095* NAVD 88 ORTHO HEIGHT -    56.    (meters)      184.    (feet) SCALED
 KV4095  ______________________________________________________________________
 KV4095  GEOID HEIGHT    -        -31.841 (meters)                     GEOID18
 KV4095  LAPLACE CORR    -          6.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4095.GEOID18 height accuracy estimate available here.
 KV4095
 KV4095.Click photographs - Photos may exist for this station.
 KV4095
 KV4095.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4095
 KV4095. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8263213182(NAD 83)
 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
 KV4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4095.See file dsdata.pdf to determine how the superseded data were derived.
 KV4095
 KV4095_MARKER: B = BOLT
 KV4095_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 HU1271 ***********************************************************************
 HU1271  DESIGNATION -  GABLES 2
 HU1271  PID         -  HU1271
 HU1271  STATE/COUNTY-  NJ/CAPE MAY
 HU1271  COUNTRY     -  US
 HU1271  USGS QUAD   -  WILDWOOD (2019)
 HU1271
 HU1271                         *CURRENT SURVEY CONTROL
 HU1271  ______________________________________________________________________
 HU1271* NAD 83(1996) POSITION- 38 58 03.31696(N) 074 50 36.83842(W)   ADJUSTED
 HU1271* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1271  ______________________________________________________________________
 HU1271  GEOID HEIGHT    -        -35.516 (meters)                     GEOID18
 HU1271  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1271.GEOID18 height accuracy estimate available here.
 HU1271
 HU1271.Click photographs - Photos may exist for this station.
 HU1271
 HU1271.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1271
 HU1271. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000532  x   0.99991091  =   0.99991623
 HU1271!UTM  18      -   1.00000532  x   0.99960226  =   0.99960758
 HU1271
 HU1271:                Primary Azimuth Mark                     Grid Az
 HU1271:SPC NJ       -  GABLES RM 3 AZIMUTH                      227 05 58.0
 HU1271:UTM  18      -  GABLES RM 3 AZIMUTH                      226 47 06.0
 HU1271
 HU1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1355213191(NAD 83)
 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
 HU1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1271.See file dsdata.pdf to determine how the superseded data were derived.
 HU1271
 HU1271_MARKER: DS = TRIANGULATION STATION DISK
 HU1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1271_STAMPING: GABLES 2 1937
 HU1271_MARK LOGO: CGS
 HU1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1271+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 HU1270 ***********************************************************************
 HU1270  DESIGNATION -  GABLES 3
 HU1270  PID         -  HU1270
 HU1270  STATE/COUNTY-  NJ/CAPE MAY
 HU1270  COUNTRY     -  US
 HU1270  USGS QUAD   -  WILDWOOD (2019)
 HU1270
 HU1270                         *CURRENT SURVEY CONTROL
 HU1270  ______________________________________________________________________
 HU1270* NAD 83(1996) POSITION- 38 58 10.52026(N) 074 50 45.22116(W)   ADJUSTED
 HU1270* NAVD 88 ORTHO HEIGHT -     1.728 (meters)        5.67  (feet) ADJUSTED
 HU1270  ______________________________________________________________________
 HU1270  GEOID HEIGHT    -        -35.509 (meters)                     GEOID18
 HU1270  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 HU1270  DYNAMIC HEIGHT  -          1.727 (meters)        5.67  (feet) COMP
 HU1270  MODELED GRAVITY -    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 and
 HU1270.adjusted by the NATIONAL GEODETIC SURVEY
 HU1270.in March 2001.
 HU1270
 HU1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1270.GEOID18 height accuracy estimate available here.
 HU1270
 HU1270.Click photographs - Photos may exist for this station.
 HU1270
 HU1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000530  x   0.99991106  =   0.99991636
 HU1270!UTM  18      -   1.00000530  x   0.99960219  =   0.99960749
 HU1270
 HU1270:                Primary Azimuth Mark                     Grid Az
 HU1270:SPC NJ       -  GABLES 3 AZ MK                           059 01 11.2
 HU1270:UTM  18      -  GABLES 3 AZ MK                           058 42 19.2
 HU1270
 HU1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1334913413(NAD 83)
 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
 HU1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1270.See file dsdata.pdf to determine how the superseded data were derived.
 HU1270
 HU1270_MARKER: DS = TRIANGULATION STATION DISK
 HU1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1270_STAMPING: GABLES 3 1962
 HU1270_MARK LOGO: CGS
 HU1270_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - June 01, 2022
 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  HISTORY     - 20071007 GOOD             GEOCAC
 HU1270  HISTORY     - 20220601 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.
 HU1270
 HU1270                          STATION RECOVERY (2007)
 HU1270
 HU1270'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 HU1270'RECOVERED IN GOOD CONDITION.
 HU1270
 HU1270                          STATION RECOVERY (2022)
 HU1270
 HU1270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JB)
 HU1270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8792 ***********************************************************************
 AI8792  DESIGNATION -  GABLES 3 AZ MK
 AI8792  PID         -  AI8792
 AI8792  STATE/COUNTY-  NJ/CAPE MAY
 AI8792  COUNTRY     -  US
 AI8792  USGS QUAD   -  WILDWOOD (2019)
 AI8792
 AI8792                         *CURRENT SURVEY CONTROL
 AI8792  ______________________________________________________________________
 AI8792* NAD 83(1986) POSITION- 38 58 16.     (N) 074 50 33.     (W)   SCALED
 AI8792* NAVD 88 ORTHO HEIGHT -     1.809 (meters)        5.94  (feet) ADJUSTED
 AI8792  ______________________________________________________________________
 AI8792  GEOID HEIGHT    -        -35.508 (meters)                     GEOID18
 AI8792  DYNAMIC HEIGHT  -          1.808 (meters)        5.93  (feet) COMP
 AI8792  MODELED GRAVITY -    980,050.3   (mgal)                       NAVD 88
 AI8792
 AI8792  VERT ORDER      -  FIRST     CLASS II
 AI8792
 AI8792.The horizontal coordinates were scaled from a map and have
 AI8792.an estimated accuracy of +/- 6 seconds.
 AI8792
 AI8792.The orthometric height was determined by differential leveling and
 AI8792.adjusted by the NATIONAL GEODETIC SURVEY
 AI8792.in March 2001.
 AI8792
 AI8792.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8792.GEOID18 height accuracy estimate available here.
 AI8792
 AI8792.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ136135(NAD 83)
 AI8792
 AI8792                          SUPERSEDED SURVEY CONTROL
 AI8792
 AI8792.No superseded survey control is available for this station.
 AI8792
 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 SUITABLE FOR
 AI8792+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 AI8792
 AI8792  HISTORY     - Date     Condition        Report By
 AI8792  HISTORY     - 1962     MONUMENTED       CGS
 AI8792  HISTORY     - 19980911 GOOD             NJGS
 AI8792  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 AI8792
 AI8792                          STATION RECOVERY (2007)
 AI8792
 AI8792'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI8792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8795 ***********************************************************************
 AI8795  DESIGNATION -  GABLES 3 RM 4
 AI8795  PID         -  AI8795
 AI8795  STATE/COUNTY-  NJ/CAPE MAY
 AI8795  COUNTRY     -  US
 AI8795  USGS QUAD   -  WILDWOOD (2019)
 AI8795
 AI8795                         *CURRENT SURVEY CONTROL
 AI8795  ______________________________________________________________________
 AI8795* NAD 83(1986) POSITION- 38 58 10.80   (N) 074 50 44.34   (W)   HD_HELD1
 AI8795* NAVD 88 ORTHO HEIGHT -     1.551 (meters)        5.09  (feet) ADJUSTED
 AI8795  ______________________________________________________________________
 AI8795  GEOID HEIGHT    -        -35.509 (meters)                     GEOID18
 AI8795  DYNAMIC HEIGHT  -          1.550 (meters)        5.09  (feet) COMP
 AI8795  MODELED GRAVITY -    980,050.2   (mgal)                       NAVD 88
 AI8795
 AI8795  VERT ORDER      -  FIRST     CLASS II
 AI8795
 AI8795.The horizontal coordinates were determined by differentially corrected
 AI8795.hand held GPS observations or other comparable positioning techniques
 AI8795.and have an estimated accuracy of +/- 3 meters.
 AI8795
 AI8795.The orthometric height was determined by differential leveling and
 AI8795.adjusted by the NATIONAL GEODETIC SURVEY
 AI8795.in March 2001.
 AI8795
 AI8795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8795.GEOID18 height accuracy estimate available here.
 AI8795
 AI8795.Click photographs - Photos may exist for this station.
 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       -    15,190.2     120,047.8     MT  (+/- 3 meters HH1 GPS) 
 AI8795
 AI8795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1337113421(NAD 83)
 AI8795
 AI8795                          SUPERSEDED SURVEY CONTROL
 AI8795
 AI8795.No superseded survey control is available for this station.
 AI8795
 AI8795_STAMPING: GABLES 3 NO 4 1962
 AI8795_MARK LOGO: CGS
 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  HISTORY     - 20200304 MARK NOT FOUND   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.
 AI8795
 AI8795                          STATION RECOVERY (2020)
 AI8795
 AI8795'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 AI8795'MARK NOT FOUND.  PARK HAS BEEN RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8794 ***********************************************************************
 AI8794  DESIGNATION -  GABLES 3 RM 5
 AI8794  PID         -  AI8794
 AI8794  STATE/COUNTY-  NJ/CAPE MAY
 AI8794  COUNTRY     -  US
 AI8794  USGS QUAD   -  WILDWOOD (2019)
 AI8794
 AI8794                         *CURRENT SURVEY CONTROL
 AI8794  ______________________________________________________________________
 AI8794* NAD 83(1986) POSITION- 38 58 09.76   (N) 074 50 44.86   (W)   HD_HELD1
 AI8794* NAVD 88 ORTHO HEIGHT -     1.536 (meters)        5.04  (feet) ADJUSTED
 AI8794  ______________________________________________________________________
 AI8794  GEOID HEIGHT    -        -35.510 (meters)                     GEOID18
 AI8794  DYNAMIC HEIGHT  -          1.535 (meters)        5.04  (feet) COMP
 AI8794  MODELED GRAVITY -    980,050.1   (mgal)                       NAVD 88
 AI8794
 AI8794  VERT ORDER      -  FIRST     CLASS II
 AI8794
 AI8794.The horizontal coordinates were determined by differentially corrected
 AI8794.hand held GPS observations or other comparable positioning techniques
 AI8794.and have an estimated accuracy of +/- 3 meters.
 AI8794
 AI8794.The orthometric height was determined by differential leveling and
 AI8794.adjusted by the NATIONAL GEODETIC SURVEY
 AI8794.in March 2001.
 AI8794
 AI8794.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8794.GEOID18 height accuracy estimate available here.
 AI8794
 AI8794.Click photographs - Photos may exist for this station.
 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       -    15,158.1     120,035.1     MT  (+/- 3 meters HH1 GPS) 
 AI8794
 AI8794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1335813389(NAD 83)
 AI8794
 AI8794                          SUPERSEDED SURVEY CONTROL
 AI8794
 AI8794.No superseded survey control is available for this station.
 AI8794
 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 06, 2007
 AI8794
 AI8794  HISTORY     - Date     Condition        Report By
 AI8794  HISTORY     - 1962     MONUMENTED       CGS
 AI8794  HISTORY     - 19980911 GOOD             NJGS
 AI8794  HISTORY     - 20070906 GOOD             INDIV
 AI8794  HISTORY     - 20220601 MARK NOT FOUND   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.
 AI8794
 AI8794                          STATION RECOVERY (2007)
 AI8794
 AI8794'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JMD)
 AI8794'RECOVERED IN GOOD CONDITION.
 AI8794
 AI8794                          STATION RECOVERY (2022)
 AI8794
 AI8794'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JB)
 AI8794'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4439 ***********************************************************************
 JU4439  DESIGNATION -  GALLOWAY 2
 JU4439  PID         -  JU4439
 JU4439  STATE/COUNTY-  NJ/ATLANTIC
 JU4439  COUNTRY     -  US
 JU4439  USGS QUAD   -  GREEN BANK (2019)
 JU4439
 JU4439                         *CURRENT SURVEY CONTROL
 JU4439  ______________________________________________________________________
 JU4439* NAD 83(2011) POSITION- 39 30 34.37152(N) 074 31 11.83697(W)   ADJUSTED
 JU4439* NAD 83(2011) ELLIP HT-   -19.143 (meters)        (06/27/12)   ADJUSTED
 JU4439* NAD 83(2011) EPOCH   -  2010.00
 JU4439* NAVD 88 ORTHO HEIGHT -    14.6   (meters)       48.    (feet) GPS OBS
 JU4439  ______________________________________________________________________
 JU4439  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4439  GEOID HEIGHT    -        -34.010 (meters)                     GEOID93
 JU4439  GEOID HEIGHT    -        -33.708 (meters)                     GEOID18
 JU4439  NAD 83(2011) X  -  1,315,167.788 (meters)                     COMP
 JU4439  NAD 83(2011) Y  - -4,748,763.571 (meters)                     COMP
 JU4439  NAD 83(2011) Z  -  4,036,109.228 (meters)                     COMP
 JU4439  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 JU4439
 JU4439  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4439  Standards:
 JU4439         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4439            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4439  -------------------------------------------------------------------
 JU4439  NETWORK    0.70   0.92           0.32   0.24   0.47      0.06386785
 JU4439  -------------------------------------------------------------------
 JU4439  Click here for local accuracies and other accuracy information.
 JU4439
 JU4439.The horizontal coordinates were established by GPS observations
 JU4439.and adjusted by the National Geodetic Survey in June 2012.
 JU4439
 JU4439.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4439.been affixed to the stable North American tectonic plate. See 
 JU4439.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4439
 JU4439.The horizontal coordinates are valid at the epoch date displayed above
 JU4439.which is a decimal equivalence of Year/Month/Day.
 JU4439
 JU4439.The orthometric height was determined by GPS observations and a
 JU4439.high-resolution geoid model.
 JU4439
 JU4439.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4439.GEOID18 height accuracy estimate available here.
 JU4439
 JU4439.Click photographs - Photos may exist for this station.
 JU4439
 JU4439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4439
 JU4439.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4439
 JU4439.The ellipsoidal height was determined by GPS observations
 JU4439.and is referenced to NAD 83.
 JU4439
 JU4439. The following values were computed from the NAD 83(2011) position.
 JU4439
 JU4439;                    North         East     Units Scale Factor Converg.
 JU4439;SPC NJ       -    75,065.155   148,284.033   MT  0.99990004   -0 00 45.7
 JU4439;SPC NJ       -   246,276.26    486,495.20   sFT  0.99990004   -0 00 45.7
 JU4439;UTM  18      - 4,373,434.101   541,268.266   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4126873434(NAD 83)
 JU4439
 JU4439|---------------------------------------------------------------------|
 JU4439| PID    Reference Object                     Distance      Geod. Az  |
 JU4439|                                                           dddmmss.s |
 JU4439| JU4438 GALLOWAY 1                          453.709 METERS 1773204.3 |
 JU4439|---------------------------------------------------------------------|
 JU4439
 JU4439                          SUPERSEDED SURVEY CONTROL
 JU4439
 JU4439  NAD 83(2007)-  39 30 34.37195(N)    074 31 11.83774(W) AD(2002.00) 0
 JU4439  ELLIP H (02/10/07)  -19.132  (m)                       GP(2002.00)    
 JU4439  ELLIP H (10/23/02)  -19.115  (m)                       GP(       ) 4 1
 JU4439  NAD 83(1996)-  39 30 34.37157(N)    074 31 11.83769(W) AD(       ) 1
 JU4439  ELLIP H (05/14/99)  -19.138  (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)  -19.199  (m)                       GP(       ) 3 1
 JU4439
 JU4439.Superseded values are not recommended for survey control.
 JU4439
 JU4439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4439.See file dsdata.pdf to determine how the superseded data were derived.
 JU4439
 JU4439_MARKER: DD = SURVEY DISK
 JU4439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - February 26, 2014
 JU4439
 JU4439  HISTORY     - Date     Condition        Report By
 JU4439  HISTORY     - 1991     MONUMENTED       NJHA
 JU4439  HISTORY     - 19930609 GOOD
 JU4439  HISTORY     - 20140226 GOOD             WATER
 JU4439  HISTORY     - 20210614 MARK NOT FOUND   NJGS
 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.
 JU4439
 JU4439                          STATION RECOVERY (2014)
 JU4439
 JU4439'RECOVERY NOTE BY WATERSHED SCIENCES 2014 (MN)
 JU4439'RECOVERED IN GOOD CONDITION.
 JU4439
 JU4439                          STATION RECOVERY (2021)
 JU4439
 JU4439'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 JU4439'MOST LIKELY DESTROYED AS NEW RAMP WAS INSTALLED AROUND 2014.  TIES
 JU4439'ALMOST MATCH GPS POSITION.  DUG ABOUT ONE FOOT BELOW THE SURFACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5806 ***********************************************************************
 KV5806  DESIGNATION -  GARB RESET
 KV5806  PID         -  KV5806
 KV5806  STATE/COUNTY-  NJ/SOMERSET
 KV5806  COUNTRY     -  US
 KV5806  USGS QUAD   -  BOUND BROOK (2019)
 KV5806
 KV5806                         *CURRENT SURVEY CONTROL
 KV5806  ______________________________________________________________________
 KV5806* NAD 83(2011) POSITION- 40 32 04.22071(N) 074 31 27.86528(W)   ADJUSTED
 KV5806* NAD 83(2011) ELLIP HT-    -8.308 (meters)        (06/27/12)   ADJUSTED
 KV5806* NAD 83(2011) EPOCH   -  2010.00
 KV5806* NAVD 88 ORTHO HEIGHT -    24.8   (meters)       81.    (feet) GPS OBS
 KV5806  ______________________________________________________________________
 KV5806  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5806  GEOID HEIGHT    -        -33.151 (meters)                     GEOID18
 KV5806  NAD 83(2011) X  -  1,295,273.008 (meters)                     COMP
 KV5806  NAD 83(2011) Y  - -4,678,341.485 (meters)                     COMP
 KV5806  NAD 83(2011) Z  -  4,123,267.370 (meters)                     COMP
 KV5806  LAPLACE CORR    -          4.82  (seconds)                    DEFLEC18
 KV5806
 KV5806  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5806  Standards:
 KV5806         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5806            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5806  -------------------------------------------------------------------
 KV5806  NETWORK    0.69   1.27           0.31   0.25   0.65      0.03976870
 KV5806  -------------------------------------------------------------------
 KV5806  Click here for local accuracies and other accuracy information.
 KV5806
 KV5806.The horizontal coordinates were established by GPS observations
 KV5806.and adjusted by the National Geodetic Survey in June 2012.
 KV5806
 KV5806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5806.been affixed to the stable North American tectonic plate. See 
 KV5806.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5806
 KV5806.The horizontal coordinates are valid at the epoch date displayed above
 KV5806.which is a decimal equivalence of Year/Month/Day.
 KV5806
 KV5806.The orthometric height was determined by GPS observations and a
 KV5806.high-resolution geoid model.
 KV5806
 KV5806.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5806.GEOID18 height accuracy estimate available here.
 KV5806
 KV5806.Click photographs - Photos may exist for this station.
 KV5806
 KV5806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5806
 KV5806.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5806
 KV5806.The ellipsoidal height was determined by GPS observations
 KV5806.and is referenced to NAD 83.
 KV5806
 KV5806. The following values were computed from the NAD 83(2011) position.
 KV5806
 KV5806;                    North         East     Units Scale Factor Converg.
 KV5806;SPC NJ       -   188,860.157   147,932.339   MT  0.99990005   -0 00 57.1
 KV5806;SPC NJ       -   619,618.70    485,341.35   sFT  0.99990005   -0 00 57.1
 KV5806;UTM  18      - 4,487,193.521   540,278.245   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 01.1
 KV5806:UTM  18      -  GARB AZ MK                               023 44 31.3
 KV5806
 KV5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4027887193(NAD 83)
 KV5806
 KV5806|---------------------------------------------------------------------|
 KV5806| PID    Reference Object                     Distance      Geod. Az  |
 KV5806|                                                           dddmmss.s |
 KV5806| CB5957 GARB AZ MK                                         0240304.0 |
 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 1323304.0 |
 KV5806| CB5959 GARB RM 2                            32.388 METERS 18956     |
 KV5806| KV5819 AIRWAY BEACON 68                    APPROX.24.7 KM 2904053.7 |
 KV5806| KV5804 AIRWAY BEACON 70                    APPROX. 5.9 KM 3275009.8 |
 KV5806|---------------------------------------------------------------------|
 KV5806
 KV5806                          SUPERSEDED SURVEY CONTROL
 KV5806
 KV5806  NAD 83(2007)-  40 32 04.22092(N)    074 31 27.86585(W) AD(2002.00) 0
 KV5806  ELLIP H (02/10/07)   -8.299  (m)                       GP(2002.00)    
 KV5806  ELLIP H (10/23/02)   -8.298  (m)                       GP(       ) 4 1
 KV5806  NAD 83(1996)-  40 32 04.22115(N)    074 31 27.86603(W) AD(       ) 1
 KV5806  ELLIP H (05/14/99)   -8.292  (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)  RAPSU86  model used  GPS OBS        
 KV5806
 KV5806.Superseded values are not recommended for survey control.
 KV5806
 KV5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5806.See file dsdata.pdf to determine how the superseded data were derived.
 KV5806
 KV5806_STAMPING: GARB 1933 1977
 KV5806_MARK LOGO: NGS
 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  HISTORY     - 20191107 MARK NOT FOUND   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.
 KV5806
 KV5806                          STATION RECOVERY (2019)
 KV5806
 KV5806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 KV5806'GPS LEADS TO CENTER OF A PARKING LOT OF A HOTEL.  TIES ARE NO LONGER
 KV5806'RELEVANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3913 ***********************************************************************
 KV3913  DESIGNATION -  GARFIELD HOLY TR SLOV EVAN CH
 KV3913  PID         -  KV3913
 KV3913  STATE/COUNTY-  NJ/BERGEN
 KV3913  COUNTRY     -  US
 KV3913  USGS QUAD   -  HACKENSACK (2019)
 KV3913
 KV3913                         *CURRENT SURVEY CONTROL
 KV3913  ______________________________________________________________________
 KV3913* NAD 83(1996) POSITION- 40 52 34.72853(N) 074 06 38.64761(W)   ADJUSTED
 KV3913  ______________________________________________________________________
 KV3913  GEOID HEIGHT    -        -32.095 (meters)                     GEOID18
 KV3913  LAPLACE CORR    -          6.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3913.GEOID18 height accuracy estimate available here.
 KV3913
 KV3913.Click photographs - Photos may exist for this station.
 KV3913
 KV3913.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3913
 KV3913. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7492825407(NAD 83)
 KV3913
 KV3913                          SUPERSEDED SURVEY CONTROL
 KV3913
 KV3913  NAD 83(1996)-  40 52 34.72838(N)    074 06 38.64790(W) AD(       ) 3
 KV3913  NAD 83(1996)-  40 52 34.72635(N)    074 06 38.65000(W) AD(       ) 3
 KV3913  NAD 83(1992)-  40 52 34.72599(N)    074 06 38.65035(W) AD(       ) 3
 KV3913  NAD 83(1986)-  40 52 34.73398(N)    074 06 38.66008(W) AD(       ) 3
 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
 KV3913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3913.See file dsdata.pdf to determine how the superseded data were derived.
 KV3913
 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 = JULY 24, 2026 22:12:30 EDT
 KV3912 ***********************************************************************
 KV3912  DESIGNATION -  GARFIELD SCHOOLHOUSE CUPOLA
 KV3912  PID         -  KV3912
 KV3912  STATE/COUNTY-  NJ/BERGEN
 KV3912  COUNTRY     -  US
 KV3912  USGS QUAD   -  HACKENSACK (2019)
 KV3912
 KV3912                         *CURRENT SURVEY CONTROL
 KV3912  ______________________________________________________________________
 KV3912* NAD 83(1996) POSITION- 40 52 35.63904(N) 074 06 40.27839(W)   ADJUSTED
 KV3912  ______________________________________________________________________
 KV3912  GEOID HEIGHT    -        -32.097 (meters)                     GEOID18
 KV3912  LAPLACE CORR    -          6.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3912.GEOID18 height accuracy estimate available here.
 KV3912
 KV3912.Click photographs - Photos may exist for this station.
 KV3912
 KV3912.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3912
 KV3912. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7489025435(NAD 83)
 KV3912
 KV3912                          SUPERSEDED SURVEY CONTROL
 KV3912
 KV3912  NAD 83(1996)-  40 52 35.63891(N)    074 06 40.27878(W) AD(       ) 3
 KV3912  NAD 83(1996)-  40 52 35.63878(N)    074 06 40.28333(W) AD(       ) 3
 KV3912  NAD 83(1992)-  40 52 35.63854(N)    074 06 40.28349(W) AD(       ) 3
 KV3912  NAD 83(1986)-  40 52 35.64475(N)    074 06 40.29156(W) AD(       ) 3
 KV3912  NAD 27      -  40 52 35.28000(N)    074 06 41.77000(W) AD(       ) 3
 KV3912  USSD        -  40 52 35.62000(N)    074 06 41.68000(W) AD(       ) 3
 KV3912
 KV3912.Superseded values are not recommended for survey control.
 KV3912
 KV3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3912.See file dsdata.pdf to determine how the superseded data were derived.
 KV3912
 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 = JULY 24, 2026 22:12:30 EDT
 JU2769 ***********************************************************************
 JU2769  DESIGNATION -  GAS
 JU2769  PID         -  JU2769
 JU2769  STATE/COUNTY-  NJ/ATLANTIC
 JU2769  COUNTRY     -  US
 JU2769  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2769
 JU2769                         *CURRENT SURVEY CONTROL
 JU2769  ______________________________________________________________________
 JU2769* NAD 83(1996) POSITION- 39 22 16.20012(N) 074 28 36.33205(W)   ADJUSTED
 JU2769* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2769  ______________________________________________________________________
 JU2769  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 JU2769  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2769.GEOID18 height accuracy estimate available here.
 JU2769
 JU2769.Click photographs - Photos may exist for this station.
 JU2769
 JU2769.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2769
 JU2769. The following values were computed from the NAD 83(1996) position.
 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  =   0.99990534
 JU2769!UTM  18      -   1.00000529  x   0.99962501  =   0.99963030
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4507058097(NAD 83)
 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
 JU2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2769.See file dsdata.pdf to determine how the superseded data were derived.
 JU2769
 JU2769_MARKER: DS = TRIANGULATION STATION DISK
 JU2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2769_STAMPING: GAS 1935
 JU2769_MARK LOGO: CGS
 JU2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2769+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2647 ***********************************************************************
 JU2647  DESIGNATION -  GAT
 JU2647  PID         -  JU2647
 JU2647  STATE/COUNTY-  NJ/OCEAN
 JU2647  COUNTRY     -  US
 JU2647  USGS QUAD   -  FORKED RIVER (2019)
 JU2647
 JU2647                         *CURRENT SURVEY CONTROL
 JU2647  ______________________________________________________________________
 JU2647* NAD 83(1996) POSITION- 39 46 18.63265(N) 074 11 11.71501(W)   ADJUSTED
 JU2647* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2647  ______________________________________________________________________
 JU2647  GEOID HEIGHT    -        -33.183 (meters)                     GEOID18
 JU2647  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2647.GEOID18 height accuracy estimate available here.
 JU2647
 JU2647.Click photographs - Photos may exist for this station.
 JU2647
 JU2647.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2647
 JU2647. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2647:SPC NJ       -  GULF                                     187 52 22.4
 JU2647:UTM  18      -  GULF                                     187 33 10.8
 JU2647
 JU2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6966302750(NAD 83)
 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
 JU2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2647.See file dsdata.pdf to determine how the superseded data were derived.
 JU2647
 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 = JULY 24, 2026 22:12:30 EDT
 KU2048 ***********************************************************************
 KU2048  DESIGNATION -  GATE
 KU2048  PID         -  KU2048
 KU2048  STATE/COUNTY-  NJ/MONMOUTH
 KU2048  COUNTRY     -  US
 KU2048  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2048
 KU2048                         *CURRENT SURVEY CONTROL
 KU2048  ______________________________________________________________________
 KU2048* NAD 83(1996) POSITION- 40 23 59.63356(N) 073 58 36.82711(W)   ADJUSTED
 KU2048* NAVD 88 ORTHO HEIGHT -     3.068 (meters)       10.07  (feet) ADJUSTED
 KU2048  ______________________________________________________________________
 KU2048  GEOID HEIGHT    -        -32.595 (meters)                     GEOID18
 KU2048  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 KU2048  DYNAMIC HEIGHT  -          3.066 (meters)       10.06  (feet) COMP
 KU2048  MODELED GRAVITY -    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 and
 KU2048.adjusted by the NATIONAL GEODETIC SURVEY
 KU2048.in June 1991.
 KU2048
 KU2048.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2048.GEOID18 height accuracy estimate available here.
 KU2048
 KU2048.Click photographs - Photos may exist for this station.
 KU2048
 KU2048.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000463  x   0.99992426  =   0.99992889
 KU2048!UTM  18      -   1.00000463  x   0.99969279  =   0.99969742
 KU2048
 KU2048:                Primary Azimuth Mark                     Grid Az
 KU2048:SPC NJ       -  MT MITCHELL 4                            289 55 45.9
 KU2048:UTM  18      -  MT MITCHELL 4                            289 36 19.1
 KU2048
 KU2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8682072645(NAD 83)
 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
 KU2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2048.See file dsdata.pdf to determine how the superseded data were derived.
 KU2048
 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  HISTORY     - 20170921 MARK NOT FOUND   NJGS
 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.
 KU2048
 KU2048                          STATION RECOVERY (2017)
 KU2048
 KU2048'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KU2048'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE STATION.
 KU2048'
 KU2048'USING THE GPS COORDINATES GIVEN, THE ROADWAY HAS BEEN WIDENED AND THE
 KU2048'DISTANCE FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9895 ***********************************************************************
 DG9895  DESIGNATION -  GATEWAY
 DG9895  PID         -  DG9895
 DG9895  STATE/COUNTY-  NJ/MONMOUTH
 DG9895  COUNTRY     -  US
 DG9895  USGS QUAD   -  SANDY HOOK EAST (2019)
 DG9895
 DG9895                         *CURRENT SURVEY CONTROL
 DG9895  ______________________________________________________________________
 DG9895* NAD 83(2011) POSITION- 40 24 55.78223(N) 073 58 51.10056(W)   ADJUSTED
 DG9895* NAD 83(2011) ELLIP HT-   -29.978 (meters)        (06/27/12)   ADJUSTED
 DG9895* NAD 83(2011) EPOCH   -  2010.00
 DG9895* NAVD 88 ORTHO HEIGHT -     2.565 (meters)        8.42  (feet) ADJUSTED
 DG9895  ______________________________________________________________________
 DG9895  GEOID HEIGHT    -        -32.565 (meters)                     GEOID18
 DG9895  NAD 83(2011) X  -  1,341,958.612 (meters)                     COMP
 DG9895  NAD 83(2011) Y  - -4,674,072.692 (meters)                     COMP
 DG9895  NAD 83(2011) Z  -  4,113,200.526 (meters)                     COMP
 DG9895  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 DG9895  DYNAMIC HEIGHT  -          2.564 (meters)        8.41  (feet) COMP
 DG9895  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 DG9895
 DG9895  VERT ORDER      -  FIRST     CLASS II
 DG9895
 DG9895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9895  Standards:
 DG9895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9895  -------------------------------------------------------------------
 DG9895  NETWORK    0.64   1.69           0.30   0.21   0.86      0.01875088
 DG9895  -------------------------------------------------------------------
 DG9895  Click here for local accuracies and other accuracy information.
 DG9895
 DG9895.The horizontal coordinates were established by GPS observations
 DG9895.and adjusted by the National Geodetic Survey in June 2012.
 DG9895
 DG9895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9895.been affixed to the stable North American tectonic plate. See 
 DG9895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9895
 DG9895.The horizontal coordinates are valid at the epoch date displayed above
 DG9895.which is a decimal equivalence of Year/Month/Day.
 DG9895
 DG9895.The orthometric height was determined by differential leveling and
 DG9895.adjusted by the NATIONAL GEODETIC SURVEY
 DG9895.in July 2020.
 DG9895
 DG9895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9895.GEOID18 height accuracy estimate available here.
 DG9895
 DG9895.Click photographs - Photos may exist for this station.
 DG9895
 DG9895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9895
 DG9895.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9895
 DG9895.The ellipsoidal height was determined by GPS observations
 DG9895.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DG9895
 DG9895;                    North         East     Units Scale Factor Converg.
 DG9895;SPC NJ       -   175,775.200   194,057.091   MT  0.99992389   +0 20 11.7
 DG9895;SPC NJ       -   576,689.14    636,668.97   sFT  0.99992389   +0 20 11.7
 DG9895;UTM  18      - 4,474,373.349   586,464.555   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8646474373(NAD 83)
 DG9895
 DG9895                          SUPERSEDED SURVEY CONTROL
 DG9895
 DG9895  NAD 83(2007)-  40 24 55.78243(N)    073 58 51.10121(W) AD(2002.00) 0
 DG9895  ELLIP H (02/10/07)  -29.970  (m)                       GP(2002.00)    
 DG9895  NAD 83(1996)-  40 24 55.78255(N)    073 58 51.10131(W) AD(       ) B
 DG9895  ELLIP H (06/06/05)  -29.962  (m)                       GP(       ) 3 1
 DG9895  NAVD 88 (05/08/06)    2.563  (m)            8.41   (f) SUPERSEDED  1 2
 DG9895  NAVD 88               2.56   (m)            8.4    (f) LEVELING    3  
 DG9895
 DG9895.Superseded values are not recommended for survey control.
 DG9895
 DG9895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9895.See file dsdata.pdf to determine how the superseded data were derived.
 DG9895
 DG9895_MARKER: F = FLANGE-ENCASED 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 - January 02, 2020
 DG9895_ROD/PIPE-DEPTH: 21.3 meters
 DG9895_SLEEVE-DEPTH  : 0.9 meters
 DG9895
 DG9895  HISTORY     - Date     Condition        Report By
 DG9895  HISTORY     - 20030523 MONUMENTED       NJGS
 DG9895  HISTORY     - 20040602 GOOD             NJGS
 DG9895  HISTORY     - 20170501 GOOD             NJGS
 DG9895  HISTORY     - 20171122 GOOD             NJGS
 DG9895  HISTORY     - 20200102 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.
 DG9895
 DG9895                          STATION RECOVERY (2017)
 DG9895
 DG9895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 DG9895'THE STATION IS LOCATED ABOUT 13.6 MI (21.9 KM) NORTH OF ASBURY PARK,
 DG9895'11.6 MI (18.7 KM) EAST OF KEYPORT AND 7.7 MI (12.4 KM) NORTH OF LONG
 DG9895'BRANCH, IN THE GATEWAY NATIONAL RECREATION AREA, SANDY HOOK, IN A
 DG9895'PARKING LOT ISLAND, IN PARKING AREA C.
 DG9895'
 DG9895'TO REACH FROM THE PARK ENTRANCE BOOTHS, GO 1.1 MI (1.8 KM)
 DG9895'NORTH-NORTHWEST TO THE ENTRANCE DRIVE TO PARKING AREA C.  TURN RIGHT
 DG9895'AND GO ABOUT 100 FT (30.5 M) TO THE STATION ON THE RIGHT.
 DG9895'
 DG9895'THE STATION IS ABOUT 117 FT (35.7 M) EAST-NORTHEAST OF THE CENTERLINE
 DG9895'OF THE NORTHBOUND LANES OF THE PARK ROADWAY, 26.5 FT (8.1 M) NORTHEAST
 DG9895'OF THE WEST NOSE OF THE ISLAND, 11.5 FT (3.5 M) WEST OF THE EAST NOSE
 DG9895'OF THE ISLAND, 8.4 FT (2.6 M) EAST-SOUTHEAST OF A 4 INCH (10 CM) BY 4
 DG9895'INCH WOODEN SIGN (NO PARKING) POST WITH A WITNESS SIGN ATTACHED, 95.5
 DG9895'FT (29.1 M) EAST-SOUTHEAST OF A STOP SIGN, 19 FT (5.8 M)
 DG9895'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE PARKING LOT ENTRANCE ROAD.
 DG9895
 DG9895                          STATION RECOVERY (2017)
 DG9895
 DG9895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 DG9895'RECOVERED AS DESCRIBED.
 DG9895
 DG9895                          STATION RECOVERY (2020)
 DG9895
 DG9895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DG9895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AM6971 ***********************************************************************
 AM6971  DESIGNATION -  GEH 1
 AM6971  PID         -  AM6971
 AM6971  STATE/COUNTY-  NJ/CAPE MAY
 AM6971  COUNTRY     -  US
 AM6971  USGS QUAD   -  MARMORA (2019)
 AM6971
 AM6971                         *CURRENT SURVEY CONTROL
 AM6971  ______________________________________________________________________
 AM6971* NAD 83(1986) POSITION- 39 17 15.7    (N) 074 37 42.6    (W)   HD_HELD2
 AM6971* NAVD 88 ORTHO HEIGHT -     2.299 (meters)        7.54  (feet) ADJUSTED
 AM6971  ______________________________________________________________________
 AM6971  GEOID HEIGHT    -        -34.531 (meters)                     GEOID18
 AM6971  DYNAMIC HEIGHT  -          2.298 (meters)        7.54  (feet) COMP
 AM6971  MODELED GRAVITY -    980,100.4   (mgal)                       NAVD 88
 AM6971
 AM6971  VERT ORDER      -  FIRST     CLASS II
 AM6971
 AM6971.The horizontal coordinates were established by autonomous hand held GPS
 AM6971.observations and have an estimated accuracy of +/- 10 meters.
 AM6971
 AM6971.The orthometric height was determined by differential leveling and
 AM6971.adjusted by the NATIONAL GEODETIC SURVEY
 AM6971.in March 2005.
 AM6971
 AM6971.No vertical observational check was made to the station.
 AM6971
 AM6971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6971.GEOID18 height accuracy estimate available here.
 AM6971
 AM6971.Click photographs - Photos may exist for this station.
 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       -    50,444.      138,915.      MT  (+/- 10 meters HH2 GPS)
 AM6971
 AM6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3203848768(NAD 83)
 AM6971
 AM6971                          SUPERSEDED SURVEY CONTROL
 AM6971
 AM6971.No superseded survey control is available for this station.
 AM6971
 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       NGS
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2895 ***********************************************************************
 JU2895  DESIGNATION -  GERMAN
 JU2895  PID         -  JU2895
 JU2895  STATE/COUNTY-  NJ/ATLANTIC
 JU2895  COUNTRY     -  US
 JU2895  USGS QUAD   -  MAYS LANDING (2019)
 JU2895
 JU2895                         *CURRENT SURVEY CONTROL
 JU2895  ______________________________________________________________________
 JU2895* NAD 83(1996) POSITION- 39 24 44.58705(N) 074 42 59.80275(W)   ADJUSTED
 JU2895* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 JU2895  ______________________________________________________________________
 JU2895  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 JU2895  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2895.GEOID18 height accuracy estimate available here.
 JU2895
 JU2895.Click photographs - Photos may exist for this station.
 JU2895
 JU2895.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2895
 JU2895. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000477  x   0.99990428  =   0.99990905
 JU2895!UTM  18      -   1.00000477  x   0.99960733  =   0.99961210
 JU2895
 JU2895:                Primary Azimuth Mark                     Grid Az
 JU2895:SPC NJ       -  MAY                                      351 19 01.1
 JU2895:UTM  18      -  MAY                                      350 59 58.3
 JU2895
 JU2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2439662579(NAD 83)
 JU2895
 JU2895|---------------------------------------------------------------------|
 JU2895| PID    Reference Object                     Distance      Geod. Az  |
 JU2895|                                                           dddmmss.s |
 JU2895| JU2892 WEST TOWER                          APPROX. 1.5 KM 0054411.8 |
 JU2895| JU2891 EAST TOWER                          APPROX. 1.5 KM 0175916.5 |
 JU2895| CB1995 GERMAN RM 1                          28.906 METERS 06615     |
 JU2895| JU2889 WATER                               APPROX. 2.9 KM 3345313.4 |
 JU2895| CB1996 GERMAN RM 2                          24.301 METERS 34611     |
 JU2895| JU0510 MAY                                 APPROX. 4.2 KM 3511046.0 |
 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
 JU2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2895.See file dsdata.pdf to determine how the superseded data were derived.
 JU2895
 JU2895_MARKER: DS = TRIANGULATION STATION DISK
 JU2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2895_STAMPING: GERMAN 1935
 JU2895_MARK LOGO: CGS
 JU2895_PROJECTION: PROJECTING
 JU2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2895+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV5834 ***********************************************************************
 KV5834  DESIGNATION -  GIBBS
 KV5834  PID         -  KV5834
 KV5834  STATE/COUNTY-  NJ/WARREN
 KV5834  COUNTRY     -  US
 KV5834  USGS QUAD   -  BLAIRSTOWN (2019)
 KV5834
 KV5834                         *CURRENT SURVEY CONTROL
 KV5834  ______________________________________________________________________
 KV5834* NAD 83(1996) POSITION- 40 56 44.23107(N) 074 52 47.32644(W)   ADJUSTED
 KV5834* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 KV5834  ______________________________________________________________________
 KV5834  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 KV5834  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5834.GEOID18 height accuracy estimate available here.
 KV5834
 KV5834.Click photographs - Photos may exist for this station.
 KV5834
 KV5834.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5834
 KV5834. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   0.99997103  x   0.99991258  =   0.99988361
 KV5834!SPC PA N     -   0.99997103  x   0.99999053  =   0.99996156
 KV5834!SPC PA S     -   0.99997103  x   0.99999676  =   0.99996779
 KV5834!UTM  18      -   0.99997103  x   0.99960126  =   0.99957230
 KV5834
 KV5834:                Primary Azimuth Mark                     Grid Az
 KV5834:SPC NJ       -  GIBBS AZ MK                              124 07 05.7
 KV5834:SPC PA N     -  GIBBS AZ MK                              121 58 14.1
 KV5834:SPC PA S     -  GIBBS AZ MK                              122 00 25.8
 KV5834:UTM  18      -  GIBBS AZ MK                              123 47 26.1
 KV5834
 KV5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1011632727(NAD 83)
 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 0683712.3 |
 KV5834| KV5824 TRANQUILITY METH CHURCH SPIRE       APPROX. 6.9 KM 0883614.1 |
 KV5834| CB5962 GIBBS AZ MK                                        1235209.6 |
 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
 KV5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5834.See file dsdata.pdf to determine how the superseded data were derived.
 KV5834
 KV5834_MARKER: DS = TRIANGULATION STATION DISK
 KV5834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU3285 ***********************************************************************
 JU3285  DESIGNATION -  GIBBSTOWN DUPONT WKS SW STACK
 JU3285  PID         -  JU3285
 JU3285  STATE/COUNTY-  NJ/GLOUCESTER
 JU3285  COUNTRY     -  US
 JU3285  USGS QUAD   -  BRIDGEPORT (2019)
 JU3285
 JU3285                         *CURRENT SURVEY CONTROL
 JU3285  ______________________________________________________________________
 JU3285* NAD 83(1996) POSITION- 39 50 37.43439(N) 075 17 48.41986(W)   ADJUSTED
 JU3285  ______________________________________________________________________
 JU3285  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 JU3285  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3285.GEOID18 height accuracy estimate available here.
 JU3285
 JU3285.Click photographs - Photos may exist for this station.
 JU3285
 JU3285.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3285
 JU3285. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7460810455(NAD 83)
 JU3285
 JU3285                          SUPERSEDED SURVEY CONTROL
 JU3285
 JU3285  NAD 83(1991)-  39 50 37.43250(N)    075 17 48.42050(W) AD(       ) 3
 JU3285  NAD 83(1986)-  39 50 37.42802(N)    075 17 48.42473(W) AD(       ) 3
 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
 JU3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3285.See file dsdata.pdf to determine how the superseded data were derived.
 JU3285
 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 = JULY 24, 2026 22:12:30 EDT
 JU3286 ***********************************************************************
 JU3286  DESIGNATION -  GIBBSTOWN DUPONT WKS NE STACK
 JU3286  PID         -  JU3286
 JU3286  STATE/COUNTY-  NJ/GLOUCESTER
 JU3286  COUNTRY     -  US
 JU3286  USGS QUAD   -  BRIDGEPORT (2019)
 JU3286
 JU3286                         *CURRENT SURVEY CONTROL
 JU3286  ______________________________________________________________________
 JU3286* NAD 83(1996) POSITION- 39 50 37.52277(N) 075 17 47.23384(W)   ADJUSTED
 JU3286  ______________________________________________________________________
 JU3286  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 JU3286  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3286.GEOID18 height accuracy estimate available here.
 JU3286
 JU3286.Click photographs - Photos may exist for this station.
 JU3286
 JU3286.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3286
 JU3286. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7463710457(NAD 83)
 JU3286
 JU3286                          SUPERSEDED SURVEY CONTROL
 JU3286
 JU3286  NAD 83(1991)-  39 50 37.52088(N)    075 17 47.23448(W) AD(       ) 3
 JU3286  NAD 83(1986)-  39 50 37.51641(N)    075 17 47.23872(W) AD(       ) 3
 JU3286  NAD 27      -  39 50 37.10900(N)    075 17 48.56900(W) AD(       ) 3
 JU3286  USSD        -  39 50 37.68000(N)    075 17 48.64000(W) AD(       ) 3
 JU3286
 JU3286.Superseded values are not recommended for survey control.
 JU3286
 JU3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3286.See file dsdata.pdf to determine how the superseded data were derived.
 JU3286
 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 = JULY 24, 2026 22:12:30 EDT
 JU2872 ***********************************************************************
 JU2872  DESIGNATION -  GIBSON
 JU2872  PID         -  JU2872
 JU2872  STATE/COUNTY-  NJ/ATLANTIC
 JU2872  COUNTRY     -  US
 JU2872  USGS QUAD   -  MARMORA (2019)
 JU2872
 JU2872                         *CURRENT SURVEY CONTROL
 JU2872  ______________________________________________________________________
 JU2872* NAD 83(1996) POSITION- 39 21 21.44259(N) 074 43 34.06882(W)   ADJUSTED
 JU2872* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2872  ______________________________________________________________________
 JU2872  GEOID HEIGHT    -        -34.192 (meters)                     GEOID18
 JU2872  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2872.GEOID18 height accuracy estimate available here.
 JU2872
 JU2872.Click photographs - Photos may exist for this station.
 JU2872
 JU2872.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2872
 JU2872. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000527  x   0.99990467  =   0.99990994
 JU2872!UTM  18      -   1.00000527  x   0.99960685  =   0.99961212
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2359556314(NAD 83)
 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
 JU2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2872.See file dsdata.pdf to determine how the superseded data were derived.
 JU2872
 JU2872_MARKER: DS = TRIANGULATION STATION DISK
 JU2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2872_STAMPING: GIBSON 1935
 JU2872_MARK LOGO: CGS
 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 GIBSON
 JU2872'CREEK.  THE STATION IS AT THE END OF A DIM ROAD WHICH RUNS TO THE
 JU2872'CREEK BANK, 8 PACES W OF THE CREEK BANK.  THE MARK PROJECTS 2 INCHES
 JU2872'ABOVE THE SURFACE OF THE GROUND.
 JU2872'
 JU2872'TO REACH FROM THE INTERSECTION OF NEW JERSEY HIGHWAY NO. 48 AND NO.
 JU2872'50, JUST SW OF MAYS LANDING, DRIVE S ON HIGHWAY NO. 50 FOR 6.3 MILES
 JU2872'TO OAKVILLE AND A T ROAD LEFT.  (FRAME HOUSE AND GULF GASOLINE PUMPS
 JU2872'ON RIGHT.) TURN LEFT ON GRAVEL T ROAD AND GO 1.0 MILE TO JUNCTION.  (A
 JU2872'LOCKED GATE WILL BE ENCOUNTERED - DETOUR RIGHT AROUND IT.) TURN LEFT
 JU2872'AT JUNCTION AND GO 0.8 MILE TO THE BANK OF GIBSON CREEK AND THE
 JU2872'STATION.
 JU2872'
 JU2872'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JU2872'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 STATION,
 JU2872'12 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 STATION,
 JU2872'6 PACES W OF THE INTERSECTION OF A DIM Y.
 JU2872'
 JU2872'DISTANCE BETWEEN REFERENCE MARK NO.1 AND REFERENCE MARK NO. 2 COULD
 JU2872'NOT BE MEASURED.
 JU2872'
 JU2872'NO AZIMUTH MARK WAS SET AT THIS STATION BUT THE WHITE WATER TANK
 JU2872'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.  THE STATION UNDERGROUND MARK
 JU2872'AND REFERENCE MARK NO 2 WERE RECOVERED.  A NEW SURFACE MARK WAS
 JU2872'ESTABLISHED AS WAS A NEW REFERENCE MARK 3 WHICH REPLACED REFERENCE
 JU2872'MARK 1 FOUND DESTROYED.  A SHORTER DISTANCE OF 0.006 METERS WAS FOUND
 JU2872'TO THE REFERENCE MARK.
 JU2872'
 JU2872'THE STATION IS LOCATED ABOUT 24 KM (15 MI) WEST-SOUTHWEST OF ATLANTIC
 JU2872'CITY AND 11.25 KM (7.0 MI) SOUTH OF MAYS LANDING ON THE WEST BANK OF
 JU2872'GIBSON CREEK.  OWNERSHIP--TUCKAHOE CORBIN CITY FISH AND WILDLIFE
 JU2872'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 50
 JU2872'FOR 11.9 KM (7.4 MI) TO A SAND ROAD ON THE LEFT.  TURN LEFT A GO EAST
 JU2872'ON THE SAND ROAD FOR 2.75 KM (1.7 MI) TO A POINT WHERE THE ROAD CURVES
 JU2872'SOUTH AND NARROW ROAD CONTINUES EAST LEADING TO A SMALL BOAT LANDING
 JU2872'0.1 KM (0.05 MI) AHEAD ON THE NARROW ROAD.
 JU2872'
 JU2872'THE STATION IS A STANDARD NGS DISK STAMPED ---GIBSON 1935 1983--- ET
 JU2872'IN THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER FLUSH WITH
 JU2872'THE GROUND LOCATED 55.8 METER (183 FT) EAST FROM THE CENTER OF THE
 JU2872'MAIN ROAD, 11.6 METERS (38.2 FT) NORTH NORTHEAST OF A POWER POLE NO
 JU2872'W19111 13-18, 8.5 METERS (28.0 FT) WEST FROM THE BANK OF THE CREEK,
 JU2872'7.2 METERS (23.6 FT) NORTH OF A WITNESS POST AND 2.1 METERS (7.0 FT)
 JU2872'SOUTH OF THE NARROW ROAD AT THE BOAT LANDING.  THE UNDERGROUND MARK IS
 JU2872'A STANDARD NGS DISK STAMPED ---GIBSON 1933 1983---, SET INTO AN
 JU2872'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 JU2872'
 JU2872'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED
 JU2872'---GIBSON NO 2 1935---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2872'30 CM ON SIDE RECESSED 2 CM BELOW GROUND.  LOCATED 52.9 METERS
 JU2872'(173.6 FT) WEST FROM THE WEST SHORE OF THE CREEK, 13.7 METERS
 JU2872'(45.0 FT) EAST FROM THE CENTER OF THE MAIN ROAD, 6.4 METERS (21.0 FT)
 JU2872'SOUTH FROM THE CENTER OF THE NARROW ROAD AND 8.5 METERS (27.8 FT) EAST
 JU2872'FROM A POWER POLE W19112 13-19.  MARK IS 0.3 METERS ABOVE THE STATION.
 JU2872'
 JU2872'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED
 JU2872'---GIBSON 1935 NO 3 1983---, SET INTO THE TOP OF A ROUND CONCRETE
 JU2872'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 17.7 METERS
 JU2872'(58 FT) SOUTH FROM THE CENTER OF THE NARROW ROAD AT THE BOAT LANDING,
 JU2872'10.7 METERS (35.0 FT) WEST FROM THE WEST SHORE OF GIBSON CREEK, 8.6
 JU2872'METERS (28.3 FT) SOUTHWEST FROM A WITNESS POST AND 6.8 METERS
 JU2872'(22.3 FT) SOUTHWEST FROM A POWER POLE W19111 13-18.  MARK IS 0.3
 JU2872'METERS ABOVE THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2633 ***********************************************************************
 LY2633  DESIGNATION -  GIRR
 LY2633  PID         -  LY2633
 LY2633  STATE/COUNTY-  NJ/SUSSEX
 LY2633  COUNTRY     -  US
 LY2633  USGS QUAD   -  FLATBROOKVILLE (2019)
 LY2633
 LY2633                         *CURRENT SURVEY CONTROL
 LY2633  ______________________________________________________________________
 LY2633* NAD 83(1996) POSITION- 41 07 09.26771(N) 074 56 43.74934(W)   ADJUSTED
 LY2633* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 LY2633  ______________________________________________________________________
 LY2633  GEOID HEIGHT    -        -32.798 (meters)                     GEOID18
 LY2633  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2633.GEOID18 height accuracy estimate available here.
 LY2633
 LY2633.Click photographs - Photos may exist for this station.
 LY2633
 LY2633.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2633
 LY2633. The following values were computed from the NAD 83(1996) position.
 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  =   0.99988946
 LY2633!SPC PA N     -   0.99997223  x   0.99997031  =   0.99994254
 LY2633!UTM  18      -   0.99997223  x   0.99960026  =   0.99957251
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0457651995(NAD 83)
 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
 LY2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2633.See file dsdata.pdf to determine how the superseded data were derived.
 LY2633
 LY2633_MARKER: DD = SURVEY DISK
 LY2633_SETTING: 66 = SET IN ROCK OUTCROP
 LY2633_STAMPING: GIRR
 LY2633_MARK LOGO: NJDCED
 LY2633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2633+STABILITY: POSITION/ELEVATION WELL
 LY2633
 LY2633  HISTORY     - Date     Condition        Report By
 LY2633  HISTORY     - 1938     MONUMENTED       NJDCED
 LY2633  HISTORY     - 20080419 GOOD             INDIV
 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.
 LY2633
 LY2633                          STATION RECOVERY (2008)
 LY2633
 LY2633'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JKM)
 LY2633'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LY2633'CONDITION.  THE STATION IS A GEODETIC CONTROL SURVEY DISK.  THIS LAND
 LY2633'IS NOW PART OF THE DELAWARE WATER GAP NATIONAL RECREATION AREA.  THE
 LY2633'TOP OF THE KNOLL CAN BE ACCESSED VIA A SHORT HIKE THROUGH OPEN WOODS
 LY2633'FROM OLD MINE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI5196 ***********************************************************************
 AI5196  DESIGNATION -  GIRTY
 AI5196  PID         -  AI5196
 AI5196  STATE/COUNTY-  NJ/MONMOUTH
 AI5196  COUNTRY     -  US
 AI5196  USGS QUAD   -  ASBURY PARK (2019)
 AI5196
 AI5196                         *CURRENT SURVEY CONTROL
 AI5196  ______________________________________________________________________
 AI5196* NAD 83(1996) POSITION- 40 08 11.87178(N) 074 01 38.85924(W)   ADJUSTED
 AI5196* NAVD 88 ORTHO HEIGHT -    15.0   (meters)       49.    (feet) VERTCON3
 AI5196  ______________________________________________________________________
 AI5196  GEOID HEIGHT    -        -32.978 (meters)                     GEOID18
 AI5196  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5196.GEOID18 height accuracy estimate available here.
 AI5196
 AI5196.Click photographs - Photos may exist for this station.
 AI5196
 AI5196.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5196
 AI5196. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8285043375(NAD 83)
 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
 AI5196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5196.See file dsdata.pdf to determine how the superseded data were derived.
 AI5196
 AI5196_MARKER: DD = SURVEY DISK
 AI5196_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI5196_SP_SET: LIGHTHOUSE CATWALK
 AI5196_STAMPING: GIRTY 1988
 AI5196_MARK LOGO: NOS
 AI5196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5196+STABILITY: POSITION/ELEVATION WELL
 AI5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5196+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2010
 AI5196
 AI5196  HISTORY     - Date     Condition        Report By
 AI5196  HISTORY     - 1988     MONUMENTED       NOS
 AI5196  HISTORY     - 20101017 GOOD             INDIV
 AI5196
 AI5196                          STATION DESCRIPTION
 AI5196
 AI5196'DESCRIBED BY NATIONAL OCEAN SERVICE 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.
 AI5196
 AI5196                          STATION RECOVERY (2010)
 AI5196
 AI5196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 AI5196'THE STATION HAS BEEN COVERED WITH BLACK ROOF COATING BUT APPEARS TO BE
 AI5196'IN GOOD CONDITION. THE NAME GIRTY IS STILL LEGIBLE THROUGH THE ROOF
 AI5196'COATING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2834  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2834
 JU2834                         *CURRENT SURVEY CONTROL
 JU2834  ______________________________________________________________________
 JU2834* NAD 83(2011) POSITION- 39 28 08.61044(N) 074 34 15.20886(W)   ADJUSTED
 JU2834* NAD 83(2011) ELLIP HT-   -12.337 (meters)        (06/27/12)   ADJUSTED
 JU2834* NAD 83(2011) EPOCH   -  2010.00
 JU2834* NAVD 88 ORTHO HEIGHT -    21.50  (meters)       70.5   (feet) GPS OBS
 JU2834  ______________________________________________________________________
 JU2834  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU2834  GEOID HEIGHT    -         -34.15 (meters)                     GEOID93
 JU2834  GEOID HEIGHT    -        -33.841 (meters)                     GEOID18
 JU2834  NAD 83(2011) X  -  1,311,707.507 (meters)                     COMP
 JU2834  NAD 83(2011) Y  - -4,752,691.641 (meters)                     COMP
 JU2834  NAD 83(2011) Z  -  4,032,644.343 (meters)                     COMP
 JU2834  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 JU2834
 JU2834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2834  Standards:
 JU2834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2834  -------------------------------------------------------------------
 JU2834  NETWORK    0.42   1.18           0.19   0.15   0.60     -0.00354923
 JU2834  -------------------------------------------------------------------
 JU2834  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU2834
 JU2834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2834.been affixed to the stable North American tectonic plate. See 
 JU2834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2834
 JU2834.The horizontal coordinates are valid at the epoch date displayed above
 JU2834.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 JU2834
 JU2834.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2834.GEOID18 height accuracy estimate available here.
 JU2834
 JU2834.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 JU2834
 JU2834.The ellipsoidal height was determined by GPS observations
 JU2834.and is referenced to NAD 83.
 JU2834
 JU2834. The following values were computed from the NAD 83(2011) position.
 JU2834
 JU2834;                    North         East     Units Scale Factor Converg.
 JU2834;SPC NJ       -    70,572.508   143,900.300   MT  0.99990046   -0 02 42.2
 JU2834;SPC NJ       -   231,536.64    472,112.90   sFT  0.99990046   -0 02 42.2
 JU2834;UTM  18      - 4,368,918.466   536,910.759   MT  0.99961677   +0 16 22.0
 JU2834
 JU2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2834!SPC NJ       -   1.00000194  x   0.99990046  =   0.99990240
 JU2834!UTM  18      -   1.00000194  x   0.99961677  =   0.99961870
 JU2834
 JU2834:                Primary Azimuth Mark                     Grid Az
 JU2834:SPC NJ       -  FAA                                      168 56 03.0
 JU2834:UTM  18      -  FAA                                      168 36 58.8
 JU2834
 JU2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3691068918(NAD 83)
 JU2834
 JU2834|---------------------------------------------------------------------|
 JU2834| PID    Reference Object                     Distance      Geod. Az  |
 JU2834|                                                           dddmmss.s |
 JU2834| JU4266 REFLECTOR 060                       187.754 METERS 00203     |
 JU2834| JU2833 FAA                                 APPROX. 2.2 KM 1685320.8 |
 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  NAD 83(2007)-  39 28 08.61091(N)    074 34 15.20985(W) AD(2002.00) 0
 JU2834  ELLIP H (02/10/07)  -12.301  (m)                       GP(2002.00)    
 JU2834  ELLIP H (09/23/02)  -12.316  (m)                       GP(       ) 4 1
 JU2834  NAD 83(1996)-  39 28 08.61070(N)    074 34 15.20944(W) AD(       ) B
 JU2834  ELLIP H (07/24/97)  -12.262  (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)  -12.364  (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              21.88   (m)           71.8    (f) LEVELING    3  
 JU2834
 JU2834.Superseded values are not recommended for survey control.
 JU2834
 JU2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2834.See file dsdata.pdf to determine how the superseded data were derived.
 JU2834
 JU2834_MARKER: DD = SURVEY DISK
 JU2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - December 17, 2009
 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  HISTORY     - 20091217 GOOD             GRWAS
 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.
 JU2834
 JU2834                          STATION RECOVERY (2009)
 JU2834
 JU2834'RECOVERY NOTE BY GRW AERIAL SURVEY 2009 (FCB)
 JU2834'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5821 ***********************************************************************
 KV5821  DESIGNATION -  GLEN GARDNER TANK
 KV5821  PID         -  KV5821
 KV5821  STATE/COUNTY-  NJ/HUNTERDON
 KV5821  COUNTRY     -  US
 KV5821  USGS QUAD   -  HIGH BRIDGE (2016)
 KV5821
 KV5821                         *CURRENT SURVEY CONTROL
 KV5821  ______________________________________________________________________
 KV5821* NAD 83(1996) POSITION- 40 41 42.99539(N) 074 55 12.06297(W)   ADJUSTED
 KV5821  ______________________________________________________________________
 KV5821  GEOID HEIGHT    -        -33.556 (meters)                     GEOID18
 KV5821  LAPLACE CORR    -          3.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5821.GEOID18 height accuracy estimate available here.
 KV5821
 KV5821.Click photographs - Photos may exist for this station.
 KV5821
 KV5821.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5821
 KV5821. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0675704933(NAD 83)
 KV5821
 KV5821                          SUPERSEDED SURVEY CONTROL
 KV5821
 KV5821  NAD 83(1986)-  40 41 42.99409(N)    074 55 12.06560(W) AD(       ) 3
 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
 KV5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5821.See file dsdata.pdf to determine how the superseded data were derived.
 KV5821
 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 = JULY 24, 2026 22:12:30 EDT
 LY2576 ***********************************************************************
 LY2576  DESIGNATION -  GLENWOOD CHURCH CUPOLA
 LY2576  PID         -  LY2576
 LY2576  STATE/COUNTY-  NJ/SUSSEX
 LY2576  COUNTRY     -  US
 LY2576  USGS QUAD   -  PINE ISLAND (2019)
 LY2576
 LY2576                         *CURRENT SURVEY CONTROL
 LY2576  ______________________________________________________________________
 LY2576* NAD 83(1996) POSITION- 41 15 06.33720(N) 074 28 57.18173(W)   ADJUSTED
 LY2576  ______________________________________________________________________
 LY2576  GEOID HEIGHT    -        -32.298 (meters)                     GEOID18
 LY2576  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2576.GEOID18 height accuracy estimate available here.
 LY2576
 LY2576.Click photographs - Photos may exist for this station.
 LY2576
 LY2576.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2576
 LY2576. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4335266834(NAD 83)
 LY2576
 LY2576                          SUPERSEDED SURVEY CONTROL
 LY2576
 LY2576  NAD 83(1996)-  41 15 06.33718(N)    074 28 57.18176(W) AD(       ) 3
 LY2576  NAD 83(1986)-  41 15 06.33983(N)    074 28 57.18177(W) AD(       ) 3
 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
 LY2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2576.See file dsdata.pdf to determine how the superseded data were derived.
 LY2576
 LY2576_MARKER: 86 = CUPOLA
 LY2576
 LY2576  HISTORY     - Date     Condition        Report By
 LY2576  HISTORY     - 1942     FIRST OBSERVED   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 = JULY 24, 2026 22:12:30 EDT
 JU3195 ***********************************************************************
 JU3195  DESIGNATION -  GLOUCESTER LANG PAPER CO STACK
 JU3195  PID         -  JU3195
 JU3195  STATE/COUNTY-  NJ/CAMDEN
 JU3195  COUNTRY     -  US
 JU3195  USGS QUAD   -  PHILADELPHIA (2019)
 JU3195
 JU3195                         *CURRENT SURVEY CONTROL
 JU3195  ______________________________________________________________________
 JU3195* NAD 83(1996) POSITION- 39 53 27.36091(N) 075 07 39.02988(W)   ADJUSTED
 JU3195  ______________________________________________________________________
 JU3195  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 JU3195  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3195.GEOID18 height accuracy estimate available here.
 JU3195
 JU3195.Click photographs - Photos may exist for this station.
 JU3195
 JU3195.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3195
 JU3195. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8909815659(NAD 83)
 JU3195
 JU3195                          SUPERSEDED SURVEY CONTROL
 JU3195
 JU3195  NAD 83(1991)-  39 53 27.35726(N)    075 07 39.03047(W) AD(       ) 3
 JU3195  NAD 83(1986)-  39 53 27.35349(N)    075 07 39.03311(W) AD(       ) 3
 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
 JU3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3195.See file dsdata.pdf to determine how the superseded data were derived.
 JU3195
 JU3195_MARKER: 63 = STACK
 JU3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3195+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 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  HISTORY     - 20070508 GOOD             UE
 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.
 JU3195
 JU3195                          STATION RECOVERY (2007)
 JU3195
 JU3195'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3055 ***********************************************************************
 JU3055  DESIGNATION -  GLOUCESTER MUNICIPAL STANDPIPE
 JU3055  PID         -  JU3055
 JU3055  STATE/COUNTY-  NJ/CAMDEN
 JU3055  COUNTRY     -  US
 JU3055  USGS QUAD   -  CAMDEN (2019)
 JU3055
 JU3055                         *CURRENT SURVEY CONTROL
 JU3055  ______________________________________________________________________
 JU3055* NAD 83(1996) POSITION- 39 53 48.53171(N) 075 06 57.78654(W)   ADJUSTED
 JU3055  ______________________________________________________________________
 JU3055  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 JU3055  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3055.GEOID18 height accuracy estimate available here.
 JU3055
 JU3055.Click photographs - Photos may exist for this station.
 JU3055
 JU3055.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3055
 JU3055. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9007816311(NAD 83)
 JU3055
 JU3055                          SUPERSEDED SURVEY CONTROL
 JU3055
 JU3055  NAD 83(1991)-  39 53 48.52903(N)    075 06 57.78903(W) AD(       ) 3
 JU3055  NAD 83(1986)-  39 53 48.52511(N)    075 06 57.79145(W) AD(       ) 3
 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
 JU3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3055.See file dsdata.pdf to determine how the superseded data were derived.
 JU3055
 JU3055_MARKER: 52 = STANDPIPE TANK
 JU3055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3055+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2007
 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  HISTORY     - 20070516 GOOD             UE
 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.
 JU3055
 JU3055                          STATION RECOVERY (2007)
 JU3055
 JU3055'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3194 ***********************************************************************
 JU3194  DESIGNATION -  GLOUCESTER P AND J TANK
 JU3194  PID         -  JU3194
 JU3194  STATE/COUNTY-  NJ/CAMDEN
 JU3194  COUNTRY     -  US
 JU3194  USGS QUAD   -  PHILADELPHIA (2019)
 JU3194
 JU3194                         *CURRENT SURVEY CONTROL
 JU3194  ______________________________________________________________________
 JU3194* NAD 83(1996) POSITION- 39 53 26.25289(N) 075 07 40.16931(W)   ADJUSTED
 JU3194  ______________________________________________________________________
 JU3194  GEOID HEIGHT    -        -32.877 (meters)                     GEOID18
 JU3194  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3194.GEOID18 height accuracy estimate available here.
 JU3194
 JU3194.Click photographs - Photos may exist for this station.
 JU3194
 JU3194.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3194
 JU3194. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8907115625(NAD 83)
 JU3194
 JU3194                          SUPERSEDED SURVEY CONTROL
 JU3194
 JU3194  NAD 83(1991)-  39 53 26.24848(N)    075 07 40.17505(W) AD(       ) 3
 JU3194  NAD 83(1986)-  39 53 26.24336(N)    075 07 40.17679(W) AD(       ) 3
 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
 JU3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3194.See file dsdata.pdf to determine how the superseded data were derived.
 JU3194
 JU3194_MARKER: 53 = ELEVATED TANK
 JU3194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3194+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 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  HISTORY     - 20070508 GOOD             UE
 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.
 JU3194
 JU3194                          STATION RECOVERY (2007)
 JU3194
 JU3194'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3048 ***********************************************************************
 JU3048  DESIGNATION -  GLOUCESTER ST MARYS CH SPIRE
 JU3048  PID         -  JU3048
 JU3048  STATE/COUNTY-  NJ/CAMDEN
 JU3048  COUNTRY     -  US
 JU3048  USGS QUAD   -  CAMDEN (2019)
 JU3048
 JU3048                         *CURRENT SURVEY CONTROL
 JU3048  ______________________________________________________________________
 JU3048* NAD 83(1996) POSITION- 39 53 47.89411(N) 075 07 16.37839(W)   ADJUSTED
 JU3048  ______________________________________________________________________
 JU3048  GEOID HEIGHT    -        -32.873 (meters)                     GEOID18
 JU3048  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3048.GEOID18 height accuracy estimate available here.
 JU3048
 JU3048.Click photographs - Photos may exist for this station.
 JU3048
 JU3048.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3048
 JU3048. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8963716292(NAD 83)
 JU3048
 JU3048                          SUPERSEDED SURVEY CONTROL
 JU3048
 JU3048  NAD 83(1991)-  39 53 47.88889(N)    075 07 16.37928(W) AD(       ) 3
 JU3048  NAD 83(1986)-  39 53 47.88564(N)    075 07 16.38165(W) AD(       ) 3
 JU3048  NAD 27      -  39 53 47.48200(N)    075 07 17.74200(W) AD(       ) 3
 JU3048  USSD        -  39 53 47.88000(N)    075 07 17.62000(W) AD(       ) 3
 JU3048
 JU3048.Superseded values are not recommended for survey control.
 JU3048
 JU3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3048.See file dsdata.pdf to determine how the superseded data were derived.
 JU3048
 JU3048_MARKER: 91 = CHURCH CROSS
 JU3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3048+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2007
 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  HISTORY     - 20070516 GOOD             UE
 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.
 JU3048
 JU3048                          STATION RECOVERY (2007)
 JU3048
 JU3048'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4441 ***********************************************************************
 JU4441  DESIGNATION -  GM 18
 JU4441  PID         -  JU4441
 JU4441  STATE/COUNTY-  NJ/OCEAN
 JU4441  COUNTRY     -  US
 JU4441  USGS QUAD   -  BROOKVILLE (2019)
 JU4441
 JU4441                         *CURRENT SURVEY CONTROL
 JU4441  ______________________________________________________________________
 JU4441* NAD 83(2011) POSITION- 39 45 33.52045(N) 074 15 03.54875(W)   ADJUSTED
 JU4441* NAD 83(2011) ELLIP HT-    11.190 (meters)        (06/27/12)   ADJUSTED
 JU4441* NAD 83(2011) EPOCH   -  2010.00
 JU4441* NAVD 88 ORTHO HEIGHT -    44.4   (meters)      146.    (feet) GPS OBS
 JU4441  ______________________________________________________________________
 JU4441  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4441  GEOID HEIGHT    -        -33.390 (meters)                     GEOID93
 JU4441  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 JU4441  NAD 83(2011) X  -  1,332,650.905 (meters)                     COMP
 JU4441  NAD 83(2011) Y  - -4,725,534.886 (meters)                     COMP
 JU4441  NAD 83(2011) Z  -  4,057,484.759 (meters)                     COMP
 JU4441  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 JU4441
 JU4441  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4441  Standards:
 JU4441         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4441            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4441  -------------------------------------------------------------------
 JU4441  NETWORK    0.69   1.10           0.29   0.27   0.56      0.06696411
 JU4441  -------------------------------------------------------------------
 JU4441  Click here for local accuracies and other accuracy information.
 JU4441
 JU4441.The horizontal coordinates were established by GPS observations
 JU4441.and adjusted by the National Geodetic Survey in June 2012.
 JU4441
 JU4441.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4441.been affixed to the stable North American tectonic plate. See 
 JU4441.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4441
 JU4441.The horizontal coordinates are valid at the epoch date displayed above
 JU4441.which is a decimal equivalence of Year/Month/Day.
 JU4441
 JU4441.The orthometric height was determined by GPS observations and a
 JU4441.high-resolution geoid model.
 JU4441
 JU4441.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4441.GEOID18 height accuracy estimate available here.
 JU4441
 JU4441.Click photographs - Photos may exist for this station.
 JU4441
 JU4441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4441
 JU4441.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4441
 JU4441.The ellipsoidal height was determined by GPS observations
 JU4441.and is referenced to NAD 83.
 JU4441
 JU4441. The following values were computed from the NAD 83(2011) position.
 JU4441
 JU4441;                    North         East     Units Scale Factor Converg.
 JU4441;SPC NJ       -   102,822.502   171,336.635   MT  0.99990560   +0 09 33.3
 JU4441;SPC NJ       -   337,343.49    562,126.94   sFT  0.99990560   +0 09 33.3
 JU4441;UTM  18      - 4,401,311.901   564,159.878   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  =   0.99964893
 JU4441
 JU4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6415901311(NAD 83)
 JU4441
 JU4441                          SUPERSEDED SURVEY CONTROL
 JU4441
 JU4441  NAD 83(2007)-  39 45 33.52099(N)    074 15 03.54952(W) AD(2002.00) 0
 JU4441  ELLIP H (02/10/07)   11.197  (m)                       GP(2002.00)    
 JU4441  ELLIP H (10/23/02)   11.220  (m)                       GP(       ) 4 1
 JU4441  NAD 83(1996)-  39 45 33.52065(N)    074 15 03.54956(W) AD(       ) 1
 JU4441  NAD 83(1992)-  39 45 33.51718(N)    074 15 03.54844(W) AD(       ) 1
 JU4441  ELLIP H (04/25/94)   11.206  (m)                       GP(       ) 3 1
 JU4441
 JU4441.Superseded values are not recommended for survey control.
 JU4441
 JU4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4441.See file dsdata.pdf to determine how the superseded data were derived.
 JU4441
 JU4441_STAMPING: GM 18 1990
 JU4441_MARK LOGO: NJHA
 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  HISTORY     - 20190711 MARK NOT FOUND   NJGS
 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
 JU4441
 JU4441                          STATION RECOVERY (2019)
 JU4441
 JU4441'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU4441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5781 ***********************************************************************
 KV5781  DESIGNATION -  GOAT HILL RESET
 KV5781  PID         -  KV5781
 KV5781  STATE/COUNTY-  NJ/HUNTERDON
 KV5781  COUNTRY     -  US
 KV5781  USGS QUAD   -  LAMBERTVILLE (2019)
 KV5781
 KV5781                         *CURRENT SURVEY CONTROL
 KV5781  ______________________________________________________________________
 KV5781* NAD 83(1996) POSITION- 40 20 44.94503(N) 074 56 15.71708(W)   ADJUSTED
 KV5781* NAVD 88 ORTHO HEIGHT -   137.    (meters)      449.    (feet) SCALED
 KV5781  ______________________________________________________________________
 KV5781  GEOID HEIGHT    -        -33.865 (meters)                     GEOID18
 KV5781  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5781.GEOID18 height accuracy estimate available here.
 KV5781
 KV5781.Click photographs - Photos may exist for this station.
 KV5781
 KV5781.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5781
 KV5781. The following values were computed from the NAD 83(1996) position.
 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  =   0.99990088
 KV5781!SPC PA S     -   0.99998386  x   0.99996117  =   0.99994503
 KV5781!UTM  18      -   0.99998386  x   0.99960034  =   0.99958421
 KV5781
 KV5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0529166142(NAD 83)
 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  USSD        -  40 20 44.92600(N)    074 56 16.98300(W) AD(       ) 3
 KV5781
 KV5781.Superseded values are not recommended for survey control.
 KV5781
 KV5781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5781.See file dsdata.pdf to determine how the superseded data were derived.
 KV5781
 KV5781_MARKER: DS = TRIANGULATION STATION DISK
 KV5781_SETTING: 80 = SET IN A BOULDER
 KV5781_STAMPING: GOAT HILL 1929
 KV5781_MARK LOGO: CGS
 KV5781_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5781+STABILITY: SURFACE MOTION
 KV5781
 KV5781  HISTORY     - Date     Condition        Report By
 KV5781  HISTORY     - 1887     MONUMENTED       CGS
 KV5781  HISTORY     - 1928     GOOD             CGS
 KV5781  HISTORY     - 1929     SEE DESCRIPTION  CGS
 KV5781  HISTORY     - 1975     GOOD             NGS
 KV5781  HISTORY     - 20111106 GOOD             INDIV
 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.
 KV5781
 KV5781                          STATION RECOVERY (2011)
 KV5781
 KV5781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JRO)
 KV5781'THE 1929 STATION AND REFERENCE MARKS WERE RECOVERED ESSENTIALLY PER
 KV5781'1975 RECOVERY NOTE AND NAVIGATION WITH HAND-HELD GPS. PROPERTY IS NOW
 KV5781'STATE PROPERTY, MANAGED BY PARKS AND FORESTRY, OPEN DURING DAYLIGHT
 KV5781'HOURS. HUNTING IS ALLOWED AT VARIOUS TIMES--TAKE APPROPRIATE
 KV5781'PRECAUTIONS. PARK ON THE LEFT BEFORE FIRST GATE, WALK AROUND GATE,
 KV5781'THEN UPHILL TO TRAIL THAT BRANCHES OFF TO LEFT AT SECOND GATE POST
 KV5781'(GATE GONE), EVIDENTLY NEAR LOCATION OF FORMER FLAGPOLE (DELETE
 KV5781'REFERENCES TO FLAGPOLE--OPEN FIELD STILL EXISTS). THE MAIN GRAVEL ROAD
 KV5781'/ TRAIL CONTINUES UPHILL WEST AND NORTH TOWARD THE RIVER AND LOOK-OUT
 KV5781'POINT. STATION IS WELL AWAY FROM THIS AREA, NOWHERE THE RIVER OR ANY
 KV5781'VIEW OF IT. LEAVE THE MAIN ROAD / TRAIL AND FOLLOW WOODS TRAIL ON
 KV5781'MOSTLY LEVEL GROUND GENERALLY SOUTHERLY, THEN EASTERLY WHEN YOU REACH
 KV5781'THE HILL TO TOP OF HILL AND STATION ON THE SOUTH SIDE OF THE TRAIL. AT
 KV5781'A COUPLE PLACES THE TRAIL BECOMES INDISTINCT.
 KV5781'
 KV5781'MAIN STATION WAS FLUSH WITH GROUND IN AN OBJECT KIND OF RESEMBLING A
 KV5781'CONCRETE POST BUT DESCRIBED AS A BOULDER IN 1929, ROUGHLY A FOOT
 KV5781'SQUARE. BOTH REFERENCE MARK DISKS WERE IN BOULDERS ABOUT 1.5 FT (0.5
 KV5781'M)  ABOVE GROUND, NOT LARGE BOULDERS AS MENTIONED IN 1929 DESCRIPTION,
 KV5781'MAYBE 2 FT (0.6 M) BY 3 FT (0.9 M) . THE 1887 REFERENCE MARKS,
 KV5781'CROSS-CUTS IN ROCK, WERE NOT SEARCHED FOR, NOR WERE ANY NEW REFERENCE
 KV5781'MEASUREMENTS MADE THIS DATE. THE AREA IS GROWING OVER WITH
 KV5781'GREENBRIERS, GENERALLY TREED OVER. SOME GPS SIGNAL WOULD GET THROUGH,
 KV5781'AT LEAST WITH THE LEAVES OFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4698 ***********************************************************************
 KV4698  DESIGNATION -  GOETHALS 1931
 KV4698  PID         -  KV4698
 KV4698  STATE/COUNTY-  NJ/UNION
 KV4698  COUNTRY     -  US
 KV4698  USGS QUAD   -  ELIZABETH (2016)
 KV4698
 KV4698                         *CURRENT SURVEY CONTROL
 KV4698  ______________________________________________________________________
 KV4698* NAD 83(1996) POSITION- 40 38 09.58052(N) 074 11 49.99606(W)   ADJUSTED
 KV4698* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4698  ______________________________________________________________________
 KV4698  GEOID HEIGHT    -        -32.381 (meters)                     GEOID18
 KV4698  LAPLACE CORR    -          5.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4698.GEOID18 height accuracy estimate available here.
 KV4698
 KV4698.Click photographs - Photos may exist for this station.
 KV4698
 KV4698.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4698
 KV4698. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6788598660(NAD 83)
 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
 KV4698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4698.See file dsdata.pdf to determine how the superseded data were derived.
 KV4698
 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 = JULY 24, 2026 22:12:30 EDT
 JU4366 ***********************************************************************
 JU4366  DESIGNATION -  GOLF
 JU4366  PID         -  JU4366
 JU4366  STATE/COUNTY-  NJ/ATLANTIC
 JU4366  COUNTRY     -  US
 JU4366  USGS QUAD   -  MAYS LANDING (2019)
 JU4366
 JU4366                         *CURRENT SURVEY CONTROL
 JU4366  ______________________________________________________________________
 JU4366* NAD 83(2011) POSITION- 39 24 52.72322(N) 074 40 11.45837(W)   ADJUSTED
 JU4366* NAD 83(2011) ELLIP HT-   -19.379 (meters)        (06/27/12)   ADJUSTED
 JU4366* NAD 83(2011) EPOCH   -  2010.00
 JU4366* NAVD 88 ORTHO HEIGHT -    14.6   (meters)       48.    (feet) GPS OBS
 JU4366  ______________________________________________________________________
 JU4366  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4366  GEOID HEIGHT    -        -34.310 (meters)                     GEOID93
 JU4366  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 JU4366  NAD 83(2011) X  -  1,304,510.191 (meters)                     COMP
 JU4366  NAD 83(2011) Y  - -4,758,646.165 (meters)                     COMP
 JU4366  NAD 83(2011) Z  -  4,027,974.478 (meters)                     COMP
 JU4366  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 JU4366
 JU4366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4366  Standards:
 JU4366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4366  -------------------------------------------------------------------
 JU4366  NETWORK    0.43   0.86           0.19   0.16   0.44     -0.05982844
 JU4366  -------------------------------------------------------------------
 JU4366  Click here for local accuracies and other accuracy information.
 JU4366
 JU4366.The horizontal coordinates were established by GPS observations
 JU4366.and adjusted by the National Geodetic Survey in June 2012.
 JU4366
 JU4366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4366.been affixed to the stable North American tectonic plate. See 
 JU4366.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4366
 JU4366.The horizontal coordinates are valid at the epoch date displayed above
 JU4366.which is a decimal equivalence of Year/Month/Day.
 JU4366
 JU4366.The orthometric height was determined by GPS observations and a
 JU4366.high-resolution geoid model.
 JU4366
 JU4366.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4366.GEOID18 height accuracy estimate available here.
 JU4366
 JU4366.Click photographs - Photos may exist for this station.
 JU4366
 JU4366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4366
 JU4366.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4366
 JU4366.The ellipsoidal height was determined by GPS observations
 JU4366.and is referenced to NAD 83.
 JU4366
 JU4366. The following values were computed from the NAD 83(2011) position.
 JU4366
 JU4366;                    North         East     Units Scale Factor Converg.
 JU4366;SPC NJ       -    64,543.320   135,374.266   MT  0.99990263   -0 06 28.2
 JU4366;SPC NJ       -   211,755.88    444,140.40   sFT  0.99990263   -0 06 28.2
 JU4366;UTM  18      - 4,362,843.854   528,420.729   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2842062843(NAD 83)
 JU4366
 JU4366                          SUPERSEDED SURVEY CONTROL
 JU4366
 JU4366  NAD 83(2007)-  39 24 52.72360(N)    074 40 11.45915(W) AD(2002.00) 0
 JU4366  ELLIP H (02/10/07)  -19.370  (m)                       GP(2002.00)    
 JU4366  ELLIP H (10/23/02)  -19.359  (m)                       GP(       ) 4 1
 JU4366  NAD 83(1996)-  39 24 52.72342(N)    074 40 11.45913(W) AD(       ) 1
 JU4366  ELLIP H (05/14/99)  -19.323  (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
 JU4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4366.See file dsdata.pdf to determine how the superseded data were derived.
 JU4366
 JU4366_MARKER: DD = SURVEY DISK
 JU4366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4366_STAMPING: GOLF 1993
 JU4366_MARK LOGO: HAMTWP
 JU4366_PROJECTION: RECESSED 16 CENTIMETERS
 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 - September 15, 2021
 JU4366
 JU4366  HISTORY     - Date     Condition        Report By
 JU4366  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4366  HISTORY     - 20140425 GOOD             INDIV
 JU4366  HISTORY     - 20210915 GOOD             NJGS
 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.
 JU4366
 JU4366                          STATION RECOVERY (2014)
 JU4366
 JU4366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 JU4366'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. ROUTE 40 AND
 JU4366'STATE ROUTE 50 AT MAYS LANDING, GO EAST ON ROUTES 40 AND 50 FOR 0.7 KM
 JU4366'(0.4 MI) TO COUNTY ROUTE 617.  GO EAST ON ROUTE 617 FOR 0.6 KM (0.4
 JU4366'MI) TO COUNTY ROUTE 559.  GO EAST AND SOUTHEAST ON ROUTE 559 FOR 3.2
 JU4366'KM (2.0 MI) TO ALTERNATE ROUTE 559, THEN SOUTHEAST ON ALTERNATE ROUTE
 JU4366'559 FOR 3.1 KM (1.9 MI) TO HARBOR AVENUE.  GO NORTH ON HARBOR AVENUE
 JU4366'FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 JU4366'
 JU4366'STATION WAS RECOVERED IN GOOD CONDITION ABOUT 6 INCHES (15 CM) BELOW
 JU4366'THE SURFACE.  MEASUREMENTS AGREED WITH THE 1993 DESCRIPTION.  IT IS
 JU4366'ALSO 6 FT (1.8 M) SOUTH OF AN UNNUMBERED MAILBOX ON HARBOR AVENUE.
 JU4366
 JU4366                          STATION RECOVERY (2021)
 JU4366
 JU4366'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU4366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2589 ***********************************************************************
 JU2589  DESIGNATION -  GOOSE
 JU2589  PID         -  JU2589
 JU2589  STATE/COUNTY-  NJ/OCEAN
 JU2589  COUNTRY     -  US
 JU2589  USGS QUAD   -  SEASIDE PARK (2019)
 JU2589
 JU2589                         *CURRENT SURVEY CONTROL
 JU2589  ______________________________________________________________________
 JU2589* NAD 83(1996) POSITION- 39 58 05.80906(N) 074 06 47.20184(W)   ADJUSTED
 JU2589* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2589  ______________________________________________________________________
 JU2589  GEOID HEIGHT    -        -33.067 (meters)                     GEOID18
 JU2589  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2589.GEOID18 height accuracy estimate available here.
 JU2589
 JU2589.Click photographs - Photos may exist for this station.
 JU2589
 JU2589.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2589
 JU2589. The following values were computed from the NAD 83(1996) position.
 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       -  LAVALLETTE STANDPIPE                     088 52 31.3
 JU2589:UTM  18      -  LAVALLETTE STANDPIPE                     088 33 15.0
 JU2589
 JU2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7574024613(NAD 83)
 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
 JU2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2589.See file dsdata.pdf to determine how the superseded data were derived.
 JU2589
 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 = JULY 24, 2026 22:12:30 EDT
 KV5939 ***********************************************************************
 KV5939  DESIGNATION -  GOOSE
 KV5939  PID         -  KV5939
 KV5939  STATE/COUNTY-  NJ/MONMOUTH
 KV5939  COUNTRY     -  US
 KV5939  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5939
 KV5939                         *CURRENT SURVEY CONTROL
 KV5939  ______________________________________________________________________
 KV5939* NAD 83(1996) POSITION- 40 19 27.69408(N) 074 01 08.46232(W)   ADJUSTED
 KV5939* NAVD 88 ORTHO HEIGHT -     7.795 (meters)       25.57  (feet) ADJUSTED
 KV5939  ______________________________________________________________________
 KV5939  GEOID HEIGHT    -        -32.644 (meters)                     GEOID18
 KV5939  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 KV5939  DYNAMIC HEIGHT  -          7.792 (meters)       25.56  (feet) COMP
 KV5939  MODELED GRAVITY -    980,185.8   (mgal)                       NAVD 88
 KV5939
 KV5939  HORZ ORDER      -  THIRD
 KV5939  VERT ORDER      -  FIRST     CLASS II
 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 orthometric height was determined by differential leveling and
 KV5939.adjusted by the NATIONAL GEODETIC SURVEY
 KV5939.in July 2020.
 KV5939
 KV5939.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5939.GEOID18 height accuracy estimate available here.
 KV5939
 KV5939.Click photographs - Photos may exist for this station.
 KV5939
 KV5939.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5939
 KV5939.The dynamic height is computed by dividing the NAVD 88
 KV5939.geopotential number by the normal gravity value computed on the
 KV5939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5939.degrees latitude (g = 980.6199 gals.).
 KV5939
 KV5939.The modeled gravity was interpolated from observed gravity values.
 KV5939
 KV5939. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000390  x   0.99992056  =   0.99992446
 KV5939!UTM  18      -   1.00000390  x   0.99968550  =   0.99968940
 KV5939
 KV5939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8333964220(NAD 83)
 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
 KV5939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5939.See file dsdata.pdf to determine how the superseded data were derived.
 KV5939
 KV5939_MARKER: DD = SURVEY DISK
 KV5939_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV5939_SP_SET: SIDEWALK
 KV5939_STAMPING: GOOSE 1982
 KV5939_MARK LOGO: NOS
 KV5939_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5939+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 KV5939
 KV5939  HISTORY     - Date     Condition        Report By
 KV5939  HISTORY     - 1982     MONUMENTED       NOS
 KV5939  HISTORY     - 19920523 GOOD             USPSQD
 KV5939  HISTORY     - 20181218 GOOD             NJGS
 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.
 KV5939
 KV5939                          STATION RECOVERY (2018)
 KV5939
 KV5939'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV5939'RECOVERED AS DESCRIBED.
 KV5939'
 KV5939'THE MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) NORTHEAST OF FARMINGDALE,
 KV5939'7.2 MI (11.6 KM) NORTH OF ASBURY PARK AND 2.0 MI (3.2 KM) NORTHWEST OF
 KV5939'LONG BRANCH, IN OCEANPORT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2588 ***********************************************************************
 JU2588  DESIGNATION -  GOOSE 2
 JU2588  PID         -  JU2588
 JU2588  STATE/COUNTY-  NJ/OCEAN
 JU2588  COUNTRY     -  US
 JU2588  USGS QUAD   -  SEASIDE PARK (2019)
 JU2588
 JU2588                         *CURRENT SURVEY CONTROL
 JU2588  ______________________________________________________________________
 JU2588* NAD 83(1996) POSITION- 39 58 06.13339(N) 074 06 47.48758(W)   ADJUSTED
 JU2588* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2588  ______________________________________________________________________
 JU2588  GEOID HEIGHT    -        -33.067 (meters)                     GEOID18
 JU2588  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2588.GEOID18 height accuracy estimate available here.
 JU2588
 JU2588.Click photographs - Photos may exist for this station.
 JU2588
 JU2588.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2588
 JU2588. The following values were computed from the NAD 83(1996) position.
 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       -  LAVALLETTE STANDPIPE                     089 02 15.9
 JU2588:UTM  18      -  LAVALLETTE STANDPIPE                     088 42 59.5
 JU2588
 JU2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7573324623(NAD 83)
 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
 JU2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2588.See file dsdata.pdf to determine how the superseded data were derived.
 JU2588
 JU2588_MARKER: DS = TRIANGULATION STATION DISK
 JU2588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 JU2931 ***********************************************************************
 JU2931  DESIGNATION -  GOSHEN ME CHURCH STEEPLE
 JU2931  PID         -  JU2931
 JU2931  STATE/COUNTY-  NJ/CAPE MAY
 JU2931  COUNTRY     -  US
 JU2931  USGS QUAD   -  WOODBINE (2019)
 JU2931
 JU2931                         *CURRENT SURVEY CONTROL
 JU2931  ______________________________________________________________________
 JU2931* NAD 83(1996) POSITION- 39 08 15.24433(N) 074 51 15.35115(W)   ADJUSTED
 JU2931  ______________________________________________________________________
 JU2931  GEOID HEIGHT    -        -34.971 (meters)                     GEOID18
 JU2931  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2931.GEOID18 height accuracy estimate available here.
 JU2931
 JU2931.Click photographs - Photos may exist for this station.
 JU2931
 JU2931.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2931
 JU2931. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1259532052(NAD 83)
 JU2931
 JU2931                          SUPERSEDED SURVEY CONTROL
 JU2931
 JU2931  NAD 83(1991)-  39 08 15.22815(N)    074 51 15.35181(W) AD(       ) 3
 JU2931  NAD 83(1986)-  39 08 15.22392(N)    074 51 15.35652(W) AD(       ) 3
 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
 JU2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2931.See file dsdata.pdf to determine how the superseded data were derived.
 JU2931
 JU2931_MARKER: 82 = FINIAL
 JU2931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2931+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2007
 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  HISTORY     - 20070921 GOOD             UE
 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.
 JU2931
 JU2931                          STATION RECOVERY (2007)
 JU2931
 JU2931'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2932 ***********************************************************************
 JU2932  DESIGNATION -  GOSHEN RESET
 JU2932  PID         -  JU2932
 JU2932  STATE/COUNTY-  NJ/CAPE MAY
 JU2932  COUNTRY     -  US
 JU2932  USGS QUAD   -  WOODBINE (2019)
 JU2932
 JU2932                         *CURRENT SURVEY CONTROL
 JU2932  ______________________________________________________________________
 JU2932* NAD 83(2011) POSITION- 39 08 13.73815(N) 074 51 10.79990(W)   ADJUSTED
 JU2932* NAD 83(2011) ELLIP HT-   -30.582 (meters)        (06/27/12)   ADJUSTED
 JU2932* NAD 83(2011) EPOCH   -  2010.00
 JU2932* NAVD 88 ORTHO HEIGHT -     4.4   (meters)       14.    (feet) GPS OBS
 JU2932  ______________________________________________________________________
 JU2932  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2932  GEOID HEIGHT    -        -34.974 (meters)                     GEOID18
 JU2932  NAD 83(2011) X  -  1,294,385.952 (meters)                     COMP
 JU2932  NAD 83(2011) Y  - -4,781,608.828 (meters)                     COMP
 JU2932  NAD 83(2011) Z  -  4,004,118.984 (meters)                     COMP
 JU2932  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 JU2932
 JU2932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2932  Standards:
 JU2932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2932  -------------------------------------------------------------------
 JU2932  NETWORK    0.89   1.47           0.42   0.28   0.75      0.04176110
 JU2932  -------------------------------------------------------------------
 JU2932  Click here for local accuracies and other accuracy information.
 JU2932
 JU2932.The horizontal coordinates were established by GPS observations
 JU2932.and adjusted by the National Geodetic Survey in June 2012.
 JU2932
 JU2932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2932.been affixed to the stable North American tectonic plate. See 
 JU2932.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2932
 JU2932.The horizontal coordinates are valid at the epoch date displayed above
 JU2932.which is a decimal equivalence of Year/Month/Day.
 JU2932
 JU2932.The orthometric height was determined by GPS observations and a
 JU2932.high-resolution geoid model.
 JU2932
 JU2932.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2932.GEOID18 height accuracy estimate available here.
 JU2932
 JU2932.Click photographs - Photos may exist for this station.
 JU2932
 JU2932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2932
 JU2932.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2932
 JU2932.The ellipsoidal height was determined by GPS observations
 JU2932.and is referenced to NAD 83.
 JU2932
 JU2932. The following values were computed from the NAD 83(2011) position.
 JU2932
 JU2932;                    North         East     Units Scale Factor Converg.
 JU2932;SPC NJ       -    33,784.174   119,483.016   MT  0.99991146   -0 13 22.1
 JU2932;SPC NJ       -   110,840.24    392,003.86   sFT  0.99991146   -0 13 22.1
 JU2932;UTM  18      - 4,332,006.675   512,704.383   MT  0.99960199   +0 05 34.0
 JU2932
 JU2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2932!SPC NJ       -   1.00000480  x   0.99991146  =   0.99991626
 JU2932!UTM  18      -   1.00000480  x   0.99960199  =   0.99960679
 JU2932
 JU2932:                Primary Azimuth Mark                     Grid Az
 JU2932:SPC NJ       -  AVALON                                   106 00 50.2
 JU2932:UTM  18      -  AVALON                                   105 41 54.1
 JU2932
 JU2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1270432006(NAD 83)
 JU2932
 JU2932|---------------------------------------------------------------------|
 JU2932| PID    Reference Object                     Distance      Geod. Az  |
 JU2932|                                                           dddmmss.s |
 JU2932| JU2896 AVALON                              APPROX.12.5 KM 1054728.1 |
 JU2932| CB2013 GOSHEN RM 1 AZIMUTH                                10851     |
 JU2932| JU2941 STONE HARBOR CG STATION CUPOLA      APPROX.13.0 KM 1460619.9 |
 JU2932| CB2014 GOSHEN RM 2                          30.440 METERS 23153     |
 JU2932| CS4365 GOSHEN RM 5                          85.722 METERS 28233     |
 JU2932| JU2931 GOSHEN ME CHURCH STEEPLE            118.761 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  NAD 83(2007)-  39 08 13.73851(N)    074 51 10.80063(W) AD(2002.00) 0
 JU2932  ELLIP H (02/10/07)  -30.572  (m)                       GP(2002.00)    
 JU2932  ELLIP H (10/23/02)  -30.552  (m)                       GP(       ) 4 1
 JU2932  NAD 83(1996)-  39 08 13.73844(N)    074 51 10.80044(W) AD(       ) 1
 JU2932  ELLIP H (05/14/99)  -30.572  (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)  -30.678  (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
 JU2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2932.See file dsdata.pdf to determine how the superseded data were derived.
 JU2932
 JU2932_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2932_STAMPING: GOSHEN 1932 1980
 JU2932_MARK LOGO: NGS
 JU2932_PROJECTION: FLUSH
 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 - September 18, 2007
 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  HISTORY     - 20070918 GOOD             UE
 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.
 JU2932
 JU2932                          STATION RECOVERY (2007)
 JU2932
 JU2932'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2932'DID NOT FIND REFERENCE MARKERS. DATASHEET PUTS RM5 ON CURB ON WEST
 JU2932'SIDE OF HIGHWAY 47, BUT ITS DISTANCES FROM THE PUMP HOUSE (NOW MASONRY
 JU2932'BLOCK) AND FROM GOSHEN RESET PUT IT ON THE EAST CURB LINE. THERE IS NO
 JU2932'CURB ON THE WEST SIDE OF HIGHWAY 47. BUT THERE WAS NO TRACE OF IT ON
 JU2932'THE EAST SIDE.
 JU2932'
 JU2932'ALSO FOUND ADR DISK GOSHEN RESET 1992 ON CURB LINE, ABOUT IN LINE
 JU2932'BETWEEN GOSHEN RESET AND THE CHURCH STEEPLE (JU2931).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2660 ***********************************************************************
 JU2660  DESIGNATION -  GOWDYS HOUSE 1873
 JU2660  PID         -  JU2660
 JU2660  STATE/COUNTY-  NJ/OCEAN
 JU2660  COUNTRY     -  US
 JU2660  USGS QUAD   -  TOMS RIVER (2019)
 JU2660
 JU2660                         *CURRENT SURVEY CONTROL
 JU2660  ______________________________________________________________________
 JU2660* NAD 83(1996) POSITION- 39 57 11.73959(N) 074 10 33.52022(W)   ADJUSTED
 JU2660* NAVD 88 ORTHO HEIGHT -    17.    (meters)       56.    (feet) SCALED
 JU2660  ______________________________________________________________________
 JU2660  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 JU2660  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2660.GEOID18 height accuracy estimate available here.
 JU2660
 JU2660.Click photographs - Photos may exist for this station.
 JU2660
 JU2660.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2660
 JU2660. The following values were computed from the NAD 83(1996) position.
 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       -  BARNEGAT LIGHTHOUSE                      163 53 09.5
 JU2660:UTM  18      -  BARNEGAT LIGHTHOUSE                      163 33 53.6
 JU2660
 JU2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7038622894(NAD 83)
 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  USSD        -  39 57 11.73300(N)    074 10 34.90500(W) AD(       ) 3
 JU2660
 JU2660.Superseded values are not recommended for survey control.
 JU2660
 JU2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2660.See file dsdata.pdf to determine how the superseded data were derived.
 JU2660
 JU2660
 JU2660  HISTORY     - Date     Condition        Report By
 JU2660  HISTORY     - 1873     MONUMENTED       COASUR
 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 = JULY 24, 2026 22:12:30 EDT
 JU2662 ***********************************************************************
 JU2662  DESIGNATION -  GOWDYS HOUSE ECCENTRIC
 JU2662  PID         -  JU2662
 JU2662  STATE/COUNTY-  NJ/OCEAN
 JU2662  COUNTRY     -  US
 JU2662  USGS QUAD   -  TOMS RIVER (2019)
 JU2662
 JU2662                         *CURRENT SURVEY CONTROL
 JU2662  ______________________________________________________________________
 JU2662* NAD 83(1996) POSITION- 39 57 12.50622(N) 074 10 31.80004(W)   ADJUSTED
 JU2662* NAVD 88 ORTHO HEIGHT -    17.    (meters)       56.    (feet) SCALED
 JU2662  ______________________________________________________________________
 JU2662  GEOID HEIGHT    -        -33.035 (meters)                     GEOID18
 JU2662  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2662.GEOID18 height accuracy estimate available here.
 JU2662
 JU2662.Click photographs - Photos may exist for this station.
 JU2662
 JU2662.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2662
 JU2662. The following values were computed from the NAD 83(1996) position.
 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 07.0
 JU2662:UTM  18      -  INDIAN                                   002 13 51.0
 JU2662
 JU2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7042722918(NAD 83)
 JU2662
 JU2662|---------------------------------------------------------------------|
 JU2662| PID    Reference Object                     Distance      Geod. Az  |
 JU2662|                                                           dddmmss.s |
 JU2662| JU2663 INDIAN                              APPROX. 4.5 KM 0024537.2 |
 JU2662| JU2587 LAVALLETTE STANDPIPE                APPROX. 9.1 KM 0790919.6 |
 JU2662| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 8.4 KM 0972832.8 |
 JU2662| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX.10.3 KM 1284144.4 |
 JU2662| CB2017 GOWDYS HOUSE ECC RM 1                63.914 METERS 16252     |
 JU2662| JU2660 GOWDYS HOUSE 1873                    47.184 METERS 23956     |
 JU2662| JU2661 TOMS RIVER STANDPIPE                APPROX. 1.7 KM 2720929.7 |
 JU2662| KV5301 LAKEHURST BN ROOF DIRIG HANGAR      APPROX.14.5 KM 3045858.1 |
 JU2662| CB2018 GOWDYS HOUSE ECC RM 2                40.901 METERS 30511     |
 JU2662| KV5303 LAKEHURST USN AIR STA HIGH TK       APPROX.15.0 KM 3061401.7 |
 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
 JU2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2662.See file dsdata.pdf to determine how the superseded data were derived.
 JU2662
 JU2662_MARKER: DS = TRIANGULATION STATION DISK
 JU2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2662_STAMPING: GOWDYS HOUSE ECC 1932
 JU2662_MARK LOGO: CGS
 JU2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2662+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2950 ***********************************************************************
 JU2950  DESIGNATION -  GRASS
 JU2950  PID         -  JU2950
 JU2950  STATE/COUNTY-  NJ/CAPE MAY
 JU2950  COUNTRY     -  US
 JU2950  USGS QUAD   -  STONE HARBOR (2019)
 JU2950
 JU2950                         *CURRENT SURVEY CONTROL
 JU2950  ______________________________________________________________________
 JU2950* NAD 83(1996) POSITION- 39 00 38.92112(N) 074 48 40.49803(W)   ADJUSTED
 JU2950* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2950  ______________________________________________________________________
 JU2950  GEOID HEIGHT    -        -35.423 (meters)                     GEOID18
 JU2950  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2950.GEOID18 height accuracy estimate available here.
 JU2950
 JU2950.Click photographs - Photos may exist for this station.
 JU2950
 JU2950.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2950
 JU2950. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2950:SPC NJ       -  ROAD                                     330 00 18.0
 JU2950:UTM  18      -  ROAD                                     329 41 25.0
 JU2950
 JU2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1634117993(NAD 83)
 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
 JU2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2950.See file dsdata.pdf to determine how the superseded data were derived.
 JU2950
 JU2950_MARKER: DS = TRIANGULATION STATION DISK
 JU2950_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 KV4078 ***********************************************************************
 KV4078  DESIGNATION -  GRASS
 KV4078  PID         -  KV4078
 KV4078  STATE/COUNTY-  NJ/BERGEN
 KV4078  COUNTRY     -  US
 KV4078  USGS QUAD   -  WEEHAWKEN (2016)
 KV4078
 KV4078                         *CURRENT SURVEY CONTROL
 KV4078  ______________________________________________________________________
 KV4078* NAD 83(1996) POSITION- 40 47 48.55098(N) 074 04 43.68396(W)   ADJUSTED
 KV4078* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4078  ______________________________________________________________________
 KV4078  GEOID HEIGHT    -        -32.023 (meters)                     GEOID18
 KV4078  LAPLACE CORR    -          7.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4078.GEOID18 height accuracy estimate available here.
 KV4078
 KV4078.Click photographs - Photos may exist for this station.
 KV4078
 KV4078.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4078
 KV4078. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000492  x   0.99991554  =   0.99992046
 KV4078!SPC NY L     -   1.00000492  x   0.99999533  =   1.00000025
 KV4078!UTM  18      -   1.00000492  x   0.99967433  =   0.99967925
 KV4078
 KV4078:                Primary Azimuth Mark                     Grid Az
 KV4078:SPC NJ       -  PORT                                     068 20 57.8
 KV4078:SPC NY L     -  PORT                                     068 40 34.1
 KV4078:UTM  18      -  PORT                                     068 01 21.6
 KV4078
 KV4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7771216610(NAD 83)
 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
 KV4078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4078.See file dsdata.pdf to determine how the superseded data were derived.
 KV4078
 KV4078_MARKER: DS = TRIANGULATION STATION DISK
 KV4078_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4078_MARK LOGO: CGS
 KV4078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU2952 ***********************************************************************
 JU2952  DESIGNATION -  GRASSEY SOUND
 JU2952  PID         -  JU2952
 JU2952  STATE/COUNTY-  NJ/CAPE MAY
 JU2952  COUNTRY     -  US
 JU2952  USGS QUAD   -  STONE HARBOR (2019)
 JU2952
 JU2952                         *CURRENT SURVEY CONTROL
 JU2952  ______________________________________________________________________
 JU2952* NAD 83(2011) POSITION- 39 01 47.06498(N) 074 48 03.19190(W)   ADJUSTED
 JU2952* NAD 83(2011) ELLIP HT-   -27.970 (meters)        (06/27/12)   ADJUSTED
 JU2952* NAD 83(2011) EPOCH   -  2010.00
 JU2952* NAVD 88 ORTHO HEIGHT -     7.396 (meters)       24.27  (feet) ADJUSTED
 JU2952  ______________________________________________________________________
 JU2952  GEOID HEIGHT    -        -35.375 (meters)                     GEOID18
 JU2952  NAD 83(2011) X  -  1,300,705.985 (meters)                     COMP
 JU2952  NAD 83(2011) Y  - -4,787,686.167 (meters)                     COMP
 JU2952  NAD 83(2011) Z  -  3,994,864.725 (meters)                     COMP
 JU2952  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 JU2952  DYNAMIC HEIGHT  -          7.391 (meters)       24.25  (feet) COMP
 JU2952  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 JU2952
 JU2952  VERT ORDER      -  FIRST     CLASS II
 JU2952
 JU2952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2952  Standards:
 JU2952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2952  -------------------------------------------------------------------
 JU2952  NETWORK    0.67   1.04           0.29   0.26   0.53      0.03820370
 JU2952  -------------------------------------------------------------------
 JU2952  Click here for local accuracies and other accuracy information.
 JU2952
 JU2952.The horizontal coordinates were established by GPS observations
 JU2952.and adjusted by the National Geodetic Survey in June 2012.
 JU2952
 JU2952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2952.been affixed to the stable North American tectonic plate. See 
 JU2952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2952
 JU2952.The horizontal coordinates are valid at the epoch date displayed above
 JU2952.which is a decimal equivalence of Year/Month/Day.
 JU2952
 JU2952.The orthometric height was determined by differential leveling and
 JU2952.adjusted by the NATIONAL GEODETIC SURVEY
 JU2952.in March 2001.
 JU2952
 JU2952.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2952.GEOID18 height accuracy estimate available here.
 JU2952
 JU2952.Click photographs - Photos may exist for this station.
 JU2952
 JU2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2952
 JU2952.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2952
 JU2952.The ellipsoidal height was determined by GPS observations
 JU2952.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2952
 JU2952;                    North         East     Units Scale Factor Converg.
 JU2952;SPC NJ       -    21,844.849   123,948.768   MT  0.99990835   -0 11 22.1
 JU2952;SPC NJ       -    71,669.31    406,655.25   sFT  0.99990835   -0 11 22.1
 JU2952;UTM  18      - 4,320,095.759   517,234.362   MT  0.99960366   +0 07 31.4
 JU2952
 JU2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2952!SPC NJ       -   1.00000439  x   0.99990835  =   0.99991274
 JU2952!UTM  18      -   1.00000439  x   0.99960366  =   0.99960805
 JU2952
 JU2952:                Primary Azimuth Mark                     Grid Az
 JU2952:SPC NJ       -  GRASSEY SOUND AZ MK                      190 46 44.5
 JU2952:UTM  18      -  GRASSEY SOUND AZ MK                      190 27 51.0
 JU2952
 JU2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1723420095(NAD 83)
 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 1720743.6 |
 JU2952| CB2021 GRASSEY SOUND AZ MK                                1903522.4 |
 JU2952| HU1263 WILDWOOD STANDPIPE                  APPROX. 4.3 KM 1945048.3 |
 JU2952| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 7.0 KM 2080942.8 |
 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  NAD 83(2007)-  39 01 47.06529(N)    074 48 03.19263(W) AD(2002.00) 0
 JU2952  ELLIP H (02/10/07)  -27.955  (m)                       GP(2002.00)    
 JU2952  ELLIP H (10/23/02)  -27.935  (m)                       GP(       ) 4 1
 JU2952  NAD 83(1996)-  39 01 47.06523(N)    074 48 03.19243(W) AD(       ) 1
 JU2952  ELLIP H (05/14/99)  -27.949  (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)  -28.040  (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  NAVD 88 (03/31/93)    7.4    (m)  UNKNOWN  model used  GPS OBS        
 JU2952
 JU2952.Superseded values are not recommended for survey control.
 JU2952
 JU2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2952.See file dsdata.pdf to determine how the superseded data were derived.
 JU2952
 JU2952_MARKER: DS = TRIANGULATION STATION DISK
 JU2952_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2952_SP_SET: BRIDGE SIDEWALK
 JU2952_STAMPING: GRASSEY SOUND 1962
 JU2952_MARK LOGO: CGS
 JU2952_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2952+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2019
 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  HISTORY     - 20190901 GOOD             PROFLN
 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.
 JU2952
 JU2952                          STATION RECOVERY (2019)
 JU2952
 JU2952'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 JU2952'STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 RECOVERED AS DESCRIBED.
 JU2952'AZIMUTH MARK SEARCHED FOR AND NOT FOUND - COULD NOT RESOLVE ITS
 JU2952'LOCATION FROM THE STATEMENTS MADE VERSUS THE PLOTTED DIRECTION IN
 JU2952'GOOGLE EARTH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH8991 ***********************************************************************
 AH8991  DESIGNATION -  GRASSEY SOUND RM 1
 AH8991  PID         -  AH8991
 AH8991  STATE/COUNTY-  NJ/CAPE MAY
 AH8991  COUNTRY     -  US
 AH8991  USGS QUAD   -  STONE HARBOR (2019)
 AH8991
 AH8991                         *CURRENT SURVEY CONTROL
 AH8991  ______________________________________________________________________
 AH8991* NAD 83(1986) POSITION- 39 01 46.84   (N) 074 48 03.78   (W)   HD_HELD1
 AH8991* NAVD 88 ORTHO HEIGHT -     7.093 (meters)       23.27  (feet) ADJUSTED
 AH8991  ______________________________________________________________________
 AH8991  GEOID HEIGHT    -        -35.375 (meters)                     GEOID18
 AH8991  DYNAMIC HEIGHT  -          7.089 (meters)       23.26  (feet) COMP
 AH8991  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 AH8991
 AH8991  VERT ORDER      -  FIRST     CLASS II
 AH8991
 AH8991.The horizontal coordinates were determined by differentially corrected
 AH8991.hand held GPS observations or other comparable positioning techniques
 AH8991.and have an estimated accuracy of +/- 3 meters.
 AH8991
 AH8991.The orthometric height was determined by differential leveling and
 AH8991.adjusted by the NATIONAL GEODETIC SURVEY
 AH8991.in March 2001.
 AH8991
 AH8991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8991.GEOID18 height accuracy estimate available here.
 AH8991
 AH8991.Click photographs - Photos may exist for this station.
 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       -    21,838.0     123,934.6     MT  (+/- 3 meters HH1 GPS) 
 AH8991
 AH8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1722020088(NAD 83)
 AH8991
 AH8991                          SUPERSEDED SURVEY CONTROL
 AH8991
 AH8991.No superseded survey control is available for this station.
 AH8991
 AH8991_MARKER: DR = REFERENCE MARK DISK
 AH8991_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = JULY 24, 2026 22:12:30 EDT
 AH8990 ***********************************************************************
 AH8990  DESIGNATION -  GRASSEY SOUND RM 2
 AH8990  PID         -  AH8990
 AH8990  STATE/COUNTY-  NJ/CAPE MAY
 AH8990  COUNTRY     -  US
 AH8990  USGS QUAD   -  STONE HARBOR (2019)
 AH8990
 AH8990                         *CURRENT SURVEY CONTROL
 AH8990  ______________________________________________________________________
 AH8990* NAD 83(1986) POSITION- 39 01 47.21   (N) 074 48 03.45   (W)   HD_HELD1
 AH8990* NAVD 88 ORTHO HEIGHT -     7.412 (meters)       24.32  (feet) ADJUSTED
 AH8990  ______________________________________________________________________
 AH8990  GEOID HEIGHT    -        -35.375 (meters)                     GEOID18
 AH8990  DYNAMIC HEIGHT  -          7.408 (meters)       24.30  (feet) COMP
 AH8990  MODELED GRAVITY -    980,057.2   (mgal)                       NAVD 88
 AH8990
 AH8990  VERT ORDER      -  FIRST     CLASS II
 AH8990
 AH8990.The horizontal coordinates were determined by differentially corrected
 AH8990.hand held GPS observations or other comparable positioning techniques
 AH8990.and have an estimated accuracy of +/- 3 meters.
 AH8990
 AH8990.The orthometric height was determined by differential leveling and
 AH8990.adjusted by the NATIONAL GEODETIC SURVEY
 AH8990.in March 2001.
 AH8990
 AH8990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8990.GEOID18 height accuracy estimate available here.
 AH8990
 AH8990.Click photographs - Photos may exist for this station.
 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       -    21,849.3     123,942.6     MT  (+/- 3 meters HH1 GPS) 
 AH8990
 AH8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1722820100(NAD 83)
 AH8990
 AH8990                          SUPERSEDED SURVEY CONTROL
 AH8990
 AH8990.No superseded survey control is available for this station.
 AH8990
 AH8990_MARKER: DR = REFERENCE MARK DISK
 AH8990_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = JULY 24, 2026 22:12:30 EDT
 JU2797 ***********************************************************************
 JU2797  DESIGNATION -  GRASSY
 JU2797  PID         -  JU2797
 JU2797  STATE/COUNTY-  NJ/ATLANTIC
 JU2797  COUNTRY     -  US
 JU2797  USGS QUAD   -  OCEANVILLE (2019)
 JU2797
 JU2797                         *CURRENT SURVEY CONTROL
 JU2797  ______________________________________________________________________
 JU2797* NAD 83(1996) POSITION- 39 26 14.49233(N) 074 24 12.25668(W)   ADJUSTED
 JU2797* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2797  ______________________________________________________________________
 JU2797  GEOID HEIGHT    -        -34.115 (meters)                     GEOID18
 JU2797  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2797.GEOID18 height accuracy estimate available here.
 JU2797
 JU2797.Click photographs - Photos may exist for this station.
 JU2797
 JU2797.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2797
 JU2797. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000526  x   0.99990085  =   0.99990611
 JU2797!UTM  18      -   1.00000526  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5134065482(NAD 83)
 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
 JU2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2797.See file dsdata.pdf to determine how the superseded data were derived.
 JU2797
 JU2797_MARKER: DS = TRIANGULATION STATION DISK
 JU2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2797_STAMPING: GRASSY 1935
 JU2797_MARK LOGO: CGS
 JU2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2797+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU0287 ***********************************************************************
 JU0287  DESIGNATION -  GRASSY RM 2
 JU0287  PID         -  JU0287
 JU0287  STATE/COUNTY-  NJ/ATLANTIC
 JU0287  COUNTRY     -  US
 JU0287  USGS QUAD   -  OCEANVILLE (2019)
 JU0287
 JU0287                         *CURRENT SURVEY CONTROL
 JU0287  ______________________________________________________________________
 JU0287* NAD 83(1986) POSITION- 39 26 15.31   (N) 074 24 12.95   (W)   HD_HELD1
 JU0287* NAVD 88 ORTHO HEIGHT -     0.864 (meters)        2.83  (feet) ADJUSTED
 JU0287  ______________________________________________________________________
 JU0287  GEOID HEIGHT    -        -34.114 (meters)                     GEOID18
 JU0287  DYNAMIC HEIGHT  -          0.863 (meters)        2.83  (feet) COMP
 JU0287  MODELED GRAVITY -    980,121.1   (mgal)                       NAVD 88
 JU0287
 JU0287  VERT ORDER      -  SECOND    CLASS 0
 JU0287
 JU0287.The horizontal coordinates were determined by differentially corrected
 JU0287.hand held GPS observations or other comparable positioning techniques
 JU0287.and have an estimated accuracy of +/- 3 meters.
 JU0287
 JU0287.The orthometric height was determined by differential leveling and
 JU0287.adjusted by the NATIONAL GEODETIC SURVEY
 JU0287.in June 1991.
 JU0287
 JU0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0287.GEOID18 height accuracy estimate available here.
 JU0287
 JU0287.Click photographs - Photos may exist for this station.
 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       -    67,080.7     158,298.5     MT  (+/- 3 meters HH1 GPS) 
 JU0287
 JU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5132465507(NAD 83)
 JU0287
 JU0287                          SUPERSEDED SURVEY CONTROL
 JU0287
 JU0287  NGVD 29 (11/26/84)    1.245  (m)            4.08   (f) ADJUSTED    2 0
 JU0287
 JU0287.Superseded values are not recommended for survey control.
 JU0287
 JU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0287.See file dsdata.pdf to determine how the superseded data were derived.
 JU0287
 JU0287_MARKER: DR = REFERENCE MARK DISK
 JU0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0287_STAMPING: GRASSY NO 2 1935
 JU0287_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0442 ***********************************************************************
 JU0442  DESIGNATION -  GREAT
 JU0442  PID         -  JU0442
 JU0442  STATE/COUNTY-  NJ/CAPE MAY
 JU0442  COUNTRY     -  US
 JU0442  USGS QUAD   -  STONE HARBOR (2019)
 JU0442
 JU0442                         *CURRENT SURVEY CONTROL
 JU0442  ______________________________________________________________________
 JU0442* NAD 83(1996) POSITION- 39 05 10.07317(N) 074 47 06.52912(W)   ADJUSTED
 JU0442* NAVD 88 ORTHO HEIGHT -     0.694 (meters)        2.28  (feet) ADJUSTED
 JU0442  ______________________________________________________________________
 JU0442  GEOID HEIGHT    -        -35.206 (meters)                     GEOID18
 JU0442  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 JU0442  DYNAMIC HEIGHT  -          0.693 (meters)        2.27  (feet) COMP
 JU0442  MODELED GRAVITY -    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 and
 JU0442.adjusted by the NATIONAL GEODETIC SURVEY
 JU0442.in June 1991.
 JU0442
 JU0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0442.GEOID18 height accuracy estimate available here.
 JU0442
 JU0442.Click photographs - Photos may exist for this station.
 JU0442
 JU0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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 54.1
 JU0442:UTM  18      -  STITES                                   015 29 59.2
 JU0442
 JU0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1858126356(NAD 83)
 JU0442
 JU0442|---------------------------------------------------------------------|
 JU0442| PID    Reference Object                     Distance      Geod. Az  |
 JU0442|                                                           dddmmss.s |
 JU0442| JU2339 STITES                              APPROX. 4.5 KM 0153806.9 |
 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  NGVD 29 (??/??/87)    1.115  (m)            3.66   (f) SUPERSEDED  2 0
 JU0442
 JU0442.Superseded values are not recommended for survey control.
 JU0442
 JU0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0442.See file dsdata.pdf to determine how the superseded data were derived.
 JU0442
 JU0442_MARKER: DS = TRIANGULATION STATION DISK
 JU0442_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU0442_STAMPING: GREAT 1936
 JU0442_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU2737 ***********************************************************************
 JU2737  DESIGNATION -  GREAT
 JU2737  PID         -  JU2737
 JU2737  STATE/COUNTY-  NJ/OCEAN
 JU2737  COUNTRY     -  US
 JU2737  USGS QUAD   -  NEW GRETNA (2019)
 JU2737
 JU2737                         *CURRENT SURVEY CONTROL
 JU2737  ______________________________________________________________________
 JU2737* NAD 83(1996) POSITION- 39 32 19.92491(N) 074 23 25.35664(W)   ADJUSTED
 JU2737* NAVD 88 ORTHO HEIGHT -    -0.34  (+/-2cm)       -1.1   (feet) VERTCON3
 JU2737  ______________________________________________________________________
 JU2737  GEOID HEIGHT    -        -33.681 (meters)                     GEOID18
 JU2737  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 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
 JU2737.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2737.GEOID18 height accuracy estimate available here.
 JU2737
 JU2737.The vertical order pertains to the NGVD 29 superseded value.
 JU2737
 JU2737.Click photographs - Photos may exist for this station.
 JU2737
 JU2737.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2737
 JU2737. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000534  x   0.99990109  =   0.99990643
 JU2737!UTM  18      -   1.00000534  x   0.99963379  =   0.99963913
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5238576755(NAD 83)
 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               0.05   (m)            0.2    (f) LEVELING    3  
 JU2737
 JU2737.Superseded values are not recommended for survey control.
 JU2737
 JU2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2737.See file dsdata.pdf to determine how the superseded data were derived.
 JU2737
 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 = JULY 24, 2026 22:12:30 EDT
 KV5340 ***********************************************************************
 KV5340  DESIGNATION -  GREAT BEDS LIGHTHOUSE
 KV5340  PID         -  KV5340
 KV5340  STATE/COUNTY-  NJ/MIDDLESEX
 KV5340  COUNTRY     -  US
 KV5340  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5340
 KV5340                         *CURRENT SURVEY CONTROL
 KV5340  ______________________________________________________________________
 KV5340* NAD 83(1996) POSITION- 40 29 11.96928(N) 074 15 10.93098(W)   ADJUSTED
 KV5340* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV5340  ______________________________________________________________________
 KV5340  GEOID HEIGHT    -        -32.453 (meters)                     GEOID18
 KV5340  LAPLACE CORR    -          3.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5340.GEOID18 height accuracy estimate available here.
 KV5340
 KV5340.Click photographs - Photos may exist for this station.
 KV5340
 KV5340.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5340
 KV5340. The following values were computed from the NAD 83(1996) position.
 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       -  MAR                                      156 26 59.3
 KV5340:SPC NY L     -  MAR                                      156 46 32.3
 KV5340:UTM  18      -  MAR                                      156 07 30.5
 KV5340
 KV5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6330582041(NAD 83)
 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  USSD        -  40 29 11.94300(N)    074 15 12.29000(W) AD(       ) 3
 KV5340
 KV5340.Superseded values are not recommended for survey control.
 KV5340
 KV5340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5340.See file dsdata.pdf to determine how the superseded data were derived.
 KV5340
 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 = JULY 24, 2026 22:12:30 EDT
 JU2864 ***********************************************************************
 JU2864  DESIGNATION -  GREAT EGG
 JU2864  PID         -  JU2864
 JU2864  STATE/COUNTY-  NJ/ATLANTIC
 JU2864  COUNTRY     -  US
 JU2864  USGS QUAD   -  OCEAN CITY (2019)
 JU2864
 JU2864                         *CURRENT SURVEY CONTROL
 JU2864  ______________________________________________________________________
 JU2864* NAD 83(1996) POSITION- 39 18 41.79872(N) 074 32 54.31772(W)   ADJUSTED
 JU2864* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2864  ______________________________________________________________________
 JU2864  GEOID HEIGHT    -        -34.510 (meters)                     GEOID18
 JU2864  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2864.GEOID18 height accuracy estimate available here.
 JU2864
 JU2864.Click photographs - Photos may exist for this station.
 JU2864
 JU2864.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2864
 JU2864. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000516  x   0.99990021  =   0.99990537
 JU2864!UTM  18      -   1.00000516  x   0.99961866  =   0.99962382
 JU2864
 JU2864:                Primary Azimuth Mark                     Grid Az
 JU2864:SPC NJ       -  L 56                                     235 19 25.5
 JU2864:UTM  18      -  L 56                                     235 00 25.2
 JU2864
 JU2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3893051454(NAD 83)
 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 0633049.0 |
 JU2864| JU2842 LONGPORT STANDPIPE                  APPROX. 2.3 KM 0762859.2 |
 JU2864| CB2028 GREAT EGG RM 1                        4.036 METERS 13433     |
 JU2864| JU2848 OCEAN CITY COAST GUARD LOT          APPROX. 2.8 KM 1902845.3 |
 JU2864| JU2854 OCEAN CITY FLANDERS HOTEL CUP       APPROX. 4.8 KM 2101400.9 |
 JU2864| JU2856 OCEAN CITY WATER TANK               APPROX. 4.1 KM 2154142.8 |
 JU2864| JU2851 OCEAN CITY STANDPIPE                APPROX. 4.7 KM 2155656.3 |
 JU2864| JU0481 J 56                                  4.457 METERS 22800     |
 JU2864| JU0482 L 56                                APPROX. 1.0 KM 2351735.1 |
 JU2864| JU2839 SOMERS POINT STANDPIPE              APPROX. 4.5 KM 2801649.9 |
 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
 JU2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2864.See file dsdata.pdf to determine how the superseded data were derived.
 JU2864
 JU2864_MARKER: DS = TRIANGULATION STATION DISK
 JU2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2864_STAMPING: GREAT EGG 1962
 JU2864_MARK LOGO: CGS
 JU2864_PROJECTION: RECESSED 98 CENTIMETERS
 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  HISTORY     - 20220812 GOOD             PROFLN
 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.
 JU2864
 JU2864                          STATION RECOVERY (2022)
 JU2864
 JU2864'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 JU2864'THE MARK WAS RECOVERED 3.2 FT (1.0 M) UNDER A MANHOLE THAT WAS SET
 JU2864'PRIOR TO FILL PLACEMENT DURING INTERCHANGE CONSTRUCTION.  IT IS IN A
 JU2864'SANDY-GRASSY ISLAND BOUNDED BY OCEAN DRIVE ON THE SOUTHEAST SIDE,
 JU2864'RIGHT 152 ON THE NORTHERLY SIDE AND THE TANGENT PIECE OF TURN LANES
 JU2864'THAT CONNECT OCEAN DR AND RIGHT 152 ON THE WEST SIDE.
 JU2864'
 JU2864'IT IS 125.5 FT (38.3 M) NORTHEAST OF THE NORTHEAST END OF A CURB
 JU2864'RETURN AT THE SOUTHWEST CORNER OF THE ISLAND AND 21.5 FT (6.6 M)
 JU2864'NORTHWEST OF THE NORTHWEST EDGE OF PAVEMENT OF OCEAN DR. RECOMMENDED
 JU2864'TO BRING A BROOM TO CLEAN OFF SAND ACCUMULATED ON THE MARK DOWN IN THE
 JU2864'MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0441 ***********************************************************************
 JU0441  DESIGNATION -  GREAT RM 1
 JU0441  PID         -  JU0441
 JU0441  STATE/COUNTY-  NJ/CAPE MAY
 JU0441  COUNTRY     -  US
 JU0441  USGS QUAD   -  STONE HARBOR (2019)
 JU0441
 JU0441                         *CURRENT SURVEY CONTROL
 JU0441  ______________________________________________________________________
 JU0441* NAD 83(1986) POSITION- 39 05 10.11   (N) 074 47 06.97   (W)   HD_HELD1
 JU0441* NAVD 88 ORTHO HEIGHT -     0.671 (meters)        2.20  (feet) ADJUSTED
 JU0441  ______________________________________________________________________
 JU0441  GEOID HEIGHT    -        -35.206 (meters)                     GEOID18
 JU0441  DYNAMIC HEIGHT  -          0.670 (meters)        2.20  (feet) COMP
 JU0441  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 JU0441
 JU0441  VERT ORDER      -  SECOND    CLASS 0
 JU0441
 JU0441.The horizontal coordinates were determined by differentially corrected
 JU0441.hand held GPS observations or other comparable positioning techniques
 JU0441.and have an estimated accuracy of +/- 3 meters.
 JU0441
 JU0441.The orthometric height was determined by differential leveling and
 JU0441.adjusted by the NATIONAL GEODETIC SURVEY
 JU0441.in June 1991.
 JU0441
 JU0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0441.GEOID18 height accuracy estimate available here.
 JU0441
 JU0441.Click photographs - Photos may exist for this station.
 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       -    28,101.4     125,320.6     MT  (+/- 3 meters HH1 GPS) 
 JU0441
 JU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1857126357(NAD 83)
 JU0441
 JU0441                          SUPERSEDED SURVEY CONTROL
 JU0441
 JU0441  NGVD 29 (04/16/92)    1.070  (m)            3.51   (f) ADJUSTED    2 0
 JU0441  NGVD 29 (??/??/87)    1.092  (m)            3.58   (f) SUPERSEDED  2 0
 JU0441
 JU0441.Superseded values are not recommended for survey control.
 JU0441
 JU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0441.See file dsdata.pdf to determine how the superseded data were derived.
 JU0441
 JU0441_MARKER: DR = REFERENCE MARK DISK
 JU0441_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU0441_STAMPING: GREAT NO 1 1936
 JU0441_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 DR2670 ***********************************************************************
 DR2670  DESIGNATION -  GREEN CREEK
 DR2670  PID         -  DR2670
 DR2670  STATE/COUNTY-  NJ/CAPE MAY
 DR2670  COUNTRY     -  US
 DR2670  USGS QUAD   -  RIO GRANDE (2019)
 DR2670
 DR2670                         *CURRENT SURVEY CONTROL
 DR2670  ______________________________________________________________________
 DR2670* NAD 83(1986) POSITION- 39 03 04.51   (N) 074 54 11.71   (W)   HD_HELD1
 DR2670* NAVD 88 ORTHO HEIGHT -     2.811 (meters)        9.22  (feet) ADJUSTED
 DR2670  ______________________________________________________________________
 DR2670  GEOID HEIGHT    -        -35.230 (meters)                     GEOID18
 DR2670  DYNAMIC HEIGHT  -          2.810 (meters)        9.22  (feet) COMP
 DR2670  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 DR2670
 DR2670  VERT ORDER      -  SECOND    CLASS II
 DR2670
 DR2670.The horizontal coordinates were determined by differentially corrected
 DR2670.hand held GPS observations or other comparable positioning techniques
 DR2670.and have an estimated accuracy of +/- 3 meters.
 DR2670
 DR2670.The orthometric height was determined by differential leveling and
 DR2670.adjusted by the NATIONAL GEODETIC SURVEY
 DR2670.in December 2020.
 DR2670
 DR2670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2670.GEOID18 height accuracy estimate available here.
 DR2670
 DR2670.Click photographs - Photos may exist for this station.
 DR2670
 DR2670.The dynamic height is computed by dividing the NAVD 88
 DR2670.geopotential number by the normal gravity value computed on the
 DR2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2670.degrees latitude (g = 980.6199 gals.).
 DR2670
 DR2670.The modeled gravity was interpolated from observed gravity values.
 DR2670
 DR2670;                    North         East    Units  Estimated Accuracy
 DR2670;SPC NJ       -    24,267.2     115,096.3     MT  (+/- 3 meters HH1 GPS) 
 DR2670
 DR2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0837122468(NAD 83)
 DR2670
 DR2670                          SUPERSEDED SURVEY CONTROL
 DR2670
 DR2670.No superseded survey control is available for this station.
 DR2670
 DR2670_MARKER: F = FLANGE-ENCASED ROD
 DR2670_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DR2670_STAMPING: GREEN CREEK 2015
 DR2670_MARK LOGO: USFWS
 DR2670_PROJECTION: FLUSH
 DR2670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR2670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2670+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2023
 DR2670_ROD/PIPE-DEPTH: 7.3 meters
 DR2670_SLEEVE-DEPTH  : 1.2 meters
 DR2670
 DR2670  HISTORY     - Date     Condition        Report By
 DR2670  HISTORY     - 20150310 MONUMENTED       IDAK
 DR2670  HISTORY     - 20231219 GOOD             NJGS
 DR2670
 DR2670                          STATION DESCRIPTION
 DR2670
 DR2670'DESCRIBED BY DUBOIS AND KING, INC 2015 (JRF)
 DR2670'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST OF STONE HARBOR,
 DR2670'6.3 MI (10.1 KM) NORTHWEST OF WILDWOOD AND 2.8 MI (4.5 KM)
 DR2670'NORTH-NORTHWEST OF RIO GRANDE.  OWNERSHIP--U.S. GOVERNMENT.
 DR2670'
 DR2670'TO REACH FROM THE POST OFFICE IN GREEN CREEK TRAVEL NORTH ON ROUTE 47
 DR2670'SOUTH DELSEA DRIVE FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DR2670'
 DR2670'IT IS 135 FT (41.1 M) NORTH WEST FROM A FISH AND WILDLIFE PROPERTY
 DR2670'CORNER, 155 FT (47.2 M) NORTHERLY FROM A 8 SPRUCE TREE, 95 FT (29.0 M)
 DR2670'WESTERLY FROM THE END OF A HEDGEROW, 118 FT (36.0 M) EASTERLY FROM THE
 DR2670'CENTER LINE ON CORNER OF A PAVED DRIVE.
 DR2670'
 DR2670'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR2670
 DR2670                          STATION RECOVERY (2023)
 DR2670
 DR2670'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DR2670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5785 ***********************************************************************
 KV5785  DESIGNATION -  GREEN POND 2 RESET
 KV5785  PID         -  KV5785
 KV5785  STATE/COUNTY-  NJ/MORRIS
 KV5785  COUNTRY     -  US
 KV5785  USGS QUAD   -  DOVER (2016)
 KV5785
 KV5785                         *CURRENT SURVEY CONTROL
 KV5785  ______________________________________________________________________
 KV5785* NAD 83(1996) POSITION- 40 58 47.80806(N) 074 31 47.54260(W)   ADJUSTED
 KV5785* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 KV5785  ______________________________________________________________________
 KV5785  GEOID HEIGHT    -        -32.515 (meters)                     GEOID18
 KV5785  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5785.GEOID18 height accuracy estimate available here.
 KV5785
 KV5785.Click photographs - Photos may exist for this station.
 KV5785
 KV5785.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5785
 KV5785. The following values were computed from the NAD 83(1996) position.
 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 26.5
 KV5785:UTM  18      -  WOODPORT 2                               303 27 46.1
 KV5785
 KV5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3955036637(NAD 83)
 KV5785
 KV5785|---------------------------------------------------------------------|
 KV5785| PID    Reference Object                     Distance      Geod. Az  |
 KV5785|                                                           dddmmss.s |
 KV5785| LY2619 WOODPORT 2                          APPROX. 6.2 KM 3034616.0 |
 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
 KV5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5785.See file dsdata.pdf to determine how the superseded data were derived.
 KV5785
 KV5785_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5785_SETTING: 66 = SET 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 NOT SUITABLE FOR
 KV5785+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2007
 KV5785
 KV5785  HISTORY     - Date     Condition        Report By
 KV5785  HISTORY     - 1984     MONUMENTED       NGS
 KV5785  HISTORY     - 1985     GOOD             LOCENG
 KV5785  HISTORY     - 19910703 GOOD             NJGS
 KV5785  HISTORY     - 20070721 GOOD             GEOCAC
 KV5785
 KV5785                          STATION DESCRIPTION
 KV5785
 KV5785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KV5785'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION DISK WAS FOUND
 KV5785'REMOVED FROM ITS DRILL HOLE.  A NEW STATION MARK DISK WAS SET WHERE
 KV5785'THE OLD STEM WAS FOUND.  REFERENCE MARK ONE WAS FOUND TO HAVE ALSO
 KV5785'BEEN REMOVED FROM ITS DRILL HOLE.  A NEW REFERENCE MARK THREE WAS SET
 KV5785'BACK IN TO THE OLD DRILL HOLE BUT ONLY CLOSE TO THE ORIGINAL POSITION
 KV5785'OF OLD REFERENCE MARK ONE.  REFERENCE MARK TWO WAS FOUND IN GOOD
 KV5785'CONDITION.  THE HORIZONTAL DISTANCE TO REFERENCE MARK TWO WAS FOUND TO
 KV5785'BE 0.03 FT SHORTER THAN THE DISTANCE SHOWN IN THE MOST RECENT
 KV5785'INFORMATION AVAILABLE.  THE SLOPE DISTANCE WAS CHECKED TO REFERENCE
 KV5785'MARK TWO AND CHECKED VERY CLOSE TO THE FORMER DISTANCE.  THE SLOPE
 KV5785'DISTANCE TO THE DRILL HOLE WHERE REFERENCE MARK ONE WAS LOCATED, ALSO
 KV5785'CHECKED THE FORMER PUBLISHED DISTANCE. THERE STILL IS NO SUITABLE
 KV5785'LOCATION AVAILABLE TO SET AN AZIMUTH MARK.  THE WATER TANK USED FOR AN
 KV5785'AZIMUTH MARK IN THE PAST, COULD NOT BE LOCATED AT THIS DATE.
 KV5785'
 KV5785'THE STATION IS LOCATED ABOUT 17.75 KM (11 MI) SOUTH-SOUTHEAST OF
 KV5785'FRANKLIN, 16 KM (10 MI) NORTH-NORTHEAST OF DOVER AND ON GREEN POND
 KV5785'MOUNTAIN.  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 FOR
 KV5785'8.55 KM (5.3 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST THEN
 KV5785'SOUTH  ON A PAVED ROAD WHICH CIRCLES LAKE FOR 1.6 KM (1.0 MI) TO A
 KV5785'FORK AT A GATE.  BEAR LEFT, PASS THROUGH THE GATE AND GO SOUTH ON A
 KV5785'BLADED ROAD FOR 0.15 KM (0.1 MI ) TO A SIDE ROAD LEFT, TURN LEFT AND
 KV5785'GO SOUTHEAST ON A BLADED ROAD FOR 0.25 KM (0.15 MI) TO THE END OF THE
 KV5785'ROAD AT A BLADED FLAT AREA AND END OF TRUCK TRAVEL.  PACK SOUTHEAST UP
 KV5785'THE STEEP HILL ON A POWERLINE RIGHT-OF-WAY FOR 30 MINUTES TO THE TOP
 KV5785'OF THE HILL, TURN LEFT AND PACK NORTH ALONG THE EDGE OF A BLUFF FOR
 KV5785'ABOUT 168 METERS (550 FT) TO THE STATION ON THE LEFT.
 KV5785'
 KV5785'THE STATION IS A STANDARD NGS DISK STAMPED
 KV5785'---GREEN POND 2 1938 1984---, SET INTO A ROCK OUTCROP 2.4 METERS IN
 KV5785'ITS LARGEST DIMENSION, 17.1 METERS (56.0 FT) NORTH-NORTHEAST FROM A
 KV5785'LARGE POINTED ROCK OUTCROP, 12.2 METERS (40.0 FT) WEST-SOUTHWEST FROM
 KV5785'A OAK TREE  WITH A US ARMY NO TRESPASSING SIGN, 10.9 METERS (35.7 FT)
 KV5785'NORTH FROM A 8-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 9.1 METERS
 KV5785'(29.7 FT) WEST FROM THE CENTER OF THE TRAIL.
 KV5785'
 KV5785'REFERENCE MARK NO. 2 IS A STANDARD NJGS DISK 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, 14.9
 KV5785'METERS (49.0 FT) WEST FROM THE CENTER OF THE TRAIL AND 10.7 METERS
 KV5785'(35.0 FT) WEST FROM THE TRIANGULAR BLAZED TREE.  MARK IS LEVEL WITH
 KV5785'THE STATION.
 KV5785'
 KV5785'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED
 KV5785'---GREEN POND 2 1938 NO 3 1984---, SET INTO ROUND ROCK 1.8 METERS IN
 KV5785'LARGEST DIMENSION, 16.5 METERS (54.0 FT) NORTHWEST FROM THE TREE WITH
 KV5785'THE ARMY SIGN, 8.2 METERS (27.0 FT) WEST FROM THE CENTER OF THE TRAIL
 KV5785'AND 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.  GREEN POND 2 NO. 3 1984 FOUND
 KV5785'GOOD.  RM 1 IS AN UNSTAMPED STATE SURVEY DISK.  ARSENAL TANK CAN STILL
 KV5785'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.
 KV5785'
 KV5785'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80
 KV5785'WESTBOUND AND THE RAMP TO STATE HIGHWAY 15 NORTHBOUND, GO NORTHEAST ON
 KV5785'STATE HIGHWAY 15 FOR 2.0 MI (3.2 KM) TO THE INTERSECTION WITH
 KV5785'BERKSHIRE VALLEY ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON
 KV5785'BERKSHIRE VALLEY ROAD FOR 5.3 MI (8.5 KM) TO LONGWOOD LAKE ROAD ON THE
 KV5785'RIGHT.  THE YACHT CLUB RESTAURANT IS ON THE RIGHT.  TURN RIGHT AND GO
 KV5785'EAST, THEN SOUTH ON LONGWOOD LAKE ROAD FOR 1.0 MI (1.6 KM) TO A FORK
 KV5785'AND A GATE.  BEAR LEFT AND PASS THROUGH THE GATE AND GO SOUTH FOR 0.1
 KV5785'MI (0.2 KM) TO A WOODS ROAD ON THE LEFT. TURN LEFT AND GO SOUTHEAST ON
 KV5785'A BLADED ROAD FOR 0.15 MI (0.24 KM) TO THE END OF THE ROAD AT A BLADED
 KV5785'FLAT AREA AND THE END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR 30 MINUTES
 KV5785'UP THE STEEP HILL ALONG A POWERLINE RIGHT OF WAY TO THE TOP OF THE
 KV5785'HILL AT THE TRANSMISSION TOWER AND A DIM TRAIL ON THE LEFT, POSTED BY
 KV5785'THE LONGWOOD LAKE CABIN OWNERS ASSOCIATION AT THE START OF THE TRAIL.
 KV5785'PACK NORTH ALONG THE TRAIL FOR 550 FT (167.6 M) TO THE STATION ON THE
 KV5785'LEFT, SET ON THE TOP OF A LARGE ROCK OUTCROP, DUE NORTH OF A VERY
 KV5785'LARGE PINE TREE.
 KV5785'
 KV5785'THE OAK TREE WITH THE U.S. ARMY NO TRESSPASSING SIGN WAS NOT FOUND,
 KV5785'BUT THE SIGN WAS RECOVERED AND PLACED IN A FISSURE AT THE TOP OF THE
 KV5785'ROCK OUTCROP, ABOUT 1.3 M (4.3 FT) SOUTHWEST FROM THE STATION.
 KV5785'
 KV5785'REFERENCE MARK NUMBER 2 WAS ALSO RECOVERED AT THIS TIME.  IT IS A
 KV5785'STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A ROCK OUTCROP.  THE
 KV5785'DISTANCE TO THE MARK WAS MEASURED AND IT CHECKED WITH THE ORIGINAL
 KV5785'DESCRIPTION.
 KV5785'
 KV5785'THE STATION IS 10.7 M (35.1 FT) NORTH FROM A 10 INCH OAK TREE WITH
 KV5785'TRIANGULAR BLAZE, STILL QUITE NOTICEABLE.
 KV5785'
 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 SOUTH
 KV5785'UPHILL FOR 0.15 MI (0.24 KM) TO A TEE INTERSECTION WITH A ROCK PAINTED
 KV5785'RED BURIED IN THE MIDDLE.  CONTINUE AHEAD UPHILL FOR 0.4 MI (0.6 KM)
 KV5785'TO A FORK, BEAR LEFT AND CONTINUE UPHILL FOR 0.2 MI (0.3 KM) TO THE
 KV5785'SUMMIT AND THE TRANSMISSION TOWER.  PACK NORTH ALONG THE TRAIL FOR 550
 KV5785'FT (167.6 M) TO THE STATION, SET IN THE TOP OF A ROCK OUTCROP.
 KV5785
 KV5785                          STATION RECOVERY (2007)
 KV5785
 KV5785'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV5785'FOUND IN GOOD CONDITION.  UNABLE TO LOCATE POWERLINES.  THEY APPEAR TO
 KV5785'HAVE BEEN REMOVED.  PARKED ON BLUE ROAD, NEAR LONGWOOD LAKE, AND
 KV5785'FOLLOWED GPS UNIT THROUGH A MAZE OF TRAILS TO THE STATION.  MAPS
 KV5785'INDICATE THAT THE STATION IS NOT ON DEPARTMENT OF DEFENSE, PICATINNY
 KV5785'ARSENAL LAND.  LAND IS POSTED BY NJ DEPARTMENT OF CONSERVATION.
 KV5785'PREVIOUS LOGS INDICATE THAT THE BOUNDARY LINE OF PICATINNY ARSENAL IS
 KV5785'61 FEET TO THE SOUTHEAST OF THE STATION.
 KV5785'
 KV5785'THE STATION IS NGS DISK STAMPED GREEN POND 2 1938 1984.  RM 2 IS AN
 KV5785'UNMARKED DEPARTMENT OF CONSERVATION AND DEVELOPMENT NJ GEODETIC
 KV5785'CONTROL SURVEY DISK.  RM 3 IS A NGS DISK STAMPED GREEN POND 2 1938 NO
 KV5785'3 1984.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4337 ***********************************************************************
 KV4337  DESIGNATION -  GREENVILLE PRR FREIGHT TERM TK
 KV4337  PID         -  KV4337
 KV4337  STATE/COUNTY-  NJ/HUDSON
 KV4337  COUNTRY     -  US
 KV4337  USGS QUAD   -  JERSEY CITY (2019)
 KV4337
 KV4337                         *CURRENT SURVEY CONTROL
 KV4337  ______________________________________________________________________
 KV4337* NAD 83(1996) POSITION- 40 40 52.85601(N) 074 04 45.41588(W)   ADJUSTED
 KV4337  ______________________________________________________________________
 KV4337  GEOID HEIGHT    -        -32.069 (meters)                     GEOID18
 KV4337  LAPLACE CORR    -          5.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4337.GEOID18 height accuracy estimate available here.
 KV4337
 KV4337.Click photographs - Photos may exist for this station.
 KV4337
 KV4337.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4337
 KV4337. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7780603792(NAD 83)
 KV4337
 KV4337                          SUPERSEDED SURVEY CONTROL
 KV4337
 KV4337  NAD 83(1996)-  40 40 52.85594(N)    074 04 45.41591(W) AD(       ) 3
 KV4337  NAD 83(1996)-  40 40 52.85501(N)    074 04 45.41665(W) AD(       ) 3
 KV4337  NAD 83(1992)-  40 40 52.85440(N)    074 04 45.41710(W) AD(       ) 3
 KV4337  NAD 83(1986)-  40 40 52.85475(N)    074 04 45.41697(W) AD(       ) 3
 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
 KV4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4337.See file dsdata.pdf to determine how the superseded data were derived.
 KV4337
 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 = JULY 24, 2026 22:12:30 EDT
 KV4342 ***********************************************************************
 KV4342  DESIGNATION -  GREENVILLE PRR GRAIN ELEV TWR
 KV4342  PID         -  KV4342
 KV4342  STATE/COUNTY-  NJ/HUDSON
 KV4342  COUNTRY     -  US
 KV4342  USGS QUAD   -  JERSEY CITY (2019)
 KV4342
 KV4342                         *CURRENT SURVEY CONTROL
 KV4342  ______________________________________________________________________
 KV4342* NAD 83(1996) POSITION- 40 40 43.27965(N) 074 05 01.13212(W)   ADJUSTED
 KV4342  ______________________________________________________________________
 KV4342  GEOID HEIGHT    -        -32.082 (meters)                     GEOID18
 KV4342  LAPLACE CORR    -          5.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4342.GEOID18 height accuracy estimate available here.
 KV4342
 KV4342.Click photographs - Photos may exist for this station.
 KV4342
 KV4342.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4342
 KV4342. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7744003493(NAD 83)
 KV4342
 KV4342                          SUPERSEDED SURVEY CONTROL
 KV4342
 KV4342  NAD 83(1996)-  40 40 43.27958(N)    074 05 01.13214(W) AD(       ) 3
 KV4342  NAD 83(1996)-  40 40 43.27867(N)    074 05 01.13278(W) AD(       ) 3
 KV4342  NAD 83(1992)-  40 40 43.27809(N)    074 05 01.13316(W) AD(       ) 3
 KV4342  NAD 83(1986)-  40 40 43.27840(N)    074 05 01.13305(W) AD(       ) 3
 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
 KV4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4342.See file dsdata.pdf to determine how the superseded data were derived.
 KV4342
 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 = JULY 24, 2026 22:12:30 EDT
 KV4343 ***********************************************************************
 KV4343  DESIGNATION -  GREENVILLE PRR POWERHOUSE STK
 KV4343  PID         -  KV4343
 KV4343  STATE/COUNTY-  NJ/HUDSON
 KV4343  COUNTRY     -  US
 KV4343  USGS QUAD   -  JERSEY CITY (2019)
 KV4343
 KV4343                         *CURRENT SURVEY CONTROL
 KV4343  ______________________________________________________________________
 KV4343* NAD 83(1996) POSITION- 40 40 43.12554(N) 074 04 30.05815(W)   ADJUSTED
 KV4343  ______________________________________________________________________
 KV4343  GEOID HEIGHT    -        -32.060 (meters)                     GEOID18
 KV4343  LAPLACE CORR    -          5.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4343.GEOID18 height accuracy estimate available here.
 KV4343
 KV4343.Click photographs - Photos may exist for this station.
 KV4343
 KV4343.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4343
 KV4343. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7816903496(NAD 83)
 KV4343
 KV4343                          SUPERSEDED SURVEY CONTROL
 KV4343
 KV4343  NAD 83(1996)-  40 40 43.12551(N)    074 04 30.05817(W) AD(       ) 3
 KV4343  NAD 83(1996)-  40 40 43.12483(N)    074 04 30.05884(W) AD(       ) 3
 KV4343  NAD 83(1992)-  40 40 43.12449(N)    074 04 30.05926(W) AD(       ) 3
 KV4343  NAD 83(1986)-  40 40 43.12474(N)    074 04 30.05911(W) AD(       ) 3
 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
 KV4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4343.See file dsdata.pdf to determine how the superseded data were derived.
 KV4343
 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 = JULY 24, 2026 22:12:30 EDT
 JU0112 ***********************************************************************
 JU0112  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0112  DESIGNATION -  GRETNA
 JU0112  PID         -  JU0112
 JU0112  STATE/COUNTY-  NJ/BURLINGTON
 JU0112  COUNTRY     -  US
 JU0112  USGS QUAD   -  NEW GRETNA (2019)
 JU0112
 JU0112                         *CURRENT SURVEY CONTROL
 JU0112  ______________________________________________________________________
 JU0112* NAD 83(2011) POSITION- 39 35 37.23445(N) 074 26 51.05766(W)   ADJUSTED
 JU0112* NAD 83(2011) ELLIP HT-   -30.389 (meters)        (06/27/12)   ADJUSTED
 JU0112* NAD 83(2011) EPOCH   -  2010.00
 JU0112* NAVD 88 ORTHO HEIGHT -     3.010 (meters)        9.88  (feet) ADJUSTED
 JU0112  ______________________________________________________________________
 JU0112  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 JU0112  NAD 83(2011) X  -  1,319,573.531 (meters)                     COMP
 JU0112  NAD 83(2011) Y  - -4,741,358.707 (meters)                     COMP
 JU0112  NAD 83(2011) Z  -  4,043,304.015 (meters)                     COMP
 JU0112  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 JU0112  DYNAMIC HEIGHT  -          3.009 (meters)        9.87  (feet) COMP
 JU0112  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 JU0112
 JU0112  VERT ORDER      -  FIRST     CLASS I
 JU0112
 JU0112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0112  Standards:
 JU0112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0112  -------------------------------------------------------------------
 JU0112  NETWORK    0.49   0.74           0.22   0.17   0.38     -0.12169934
 JU0112  -------------------------------------------------------------------
 JU0112  Click here for local accuracies and other accuracy information.
 JU0112
 JU0112.The horizontal coordinates were established by GPS observations
 JU0112.and adjusted by the National Geodetic Survey in June 2012.
 JU0112
 JU0112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0112.been affixed to the stable North American tectonic plate. See 
 JU0112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0112
 JU0112.The horizontal coordinates are valid at the epoch date displayed above
 JU0112.which is a decimal equivalence of Year/Month/Day.
 JU0112
 JU0112.The orthometric height was determined by differential leveling and
 JU0112.adjusted by the NATIONAL GEODETIC SURVEY
 JU0112.in April 1997.
 JU0112
 JU0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0112.GEOID18 height accuracy estimate available here.
 JU0112
 JU0112.This Tidal Bench Mark is designated as VM 2637
 JU0112.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0112
 JU0112.Click photographs - Photos may exist for this station.
 JU0112
 JU0112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0112
 JU0112.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0112
 JU0112.The ellipsoidal height was determined by GPS observations
 JU0112.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0112
 JU0112;                    North         East     Units Scale Factor Converg.
 JU0112;SPC NJ       -    84,405.811   154,507.810   MT  0.99990025   +0 02 00.4
 JU0112;SPC NJ       -   276,921.40    506,914.37   sFT  0.99990025   +0 02 00.4
 JU0112;UTM  18      - 4,382,806.612   547,438.339   MT  0.99962771   +0 21 07.7
 JU0112
 JU0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0112!SPC NJ       -   1.00000477  x   0.99990025  =   0.99990502
 JU0112!UTM  18      -   1.00000477  x   0.99962771  =   0.99963248
 JU0112
 JU0112:                Primary Azimuth Mark                     Grid Az
 JU0112:SPC NJ       -  GRETNA RM 3                              279 47 39.6
 JU0112:UTM  18      -  GRETNA RM 3                              279 28 32.3
 JU0112
 JU0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4743882806(NAD 83)
 JU0112
 JU0112|---------------------------------------------------------------------|
 JU0112| PID    Reference Object                     Distance      Geod. Az  |
 JU0112|                                                           dddmmss.s |
 JU0112| JU2740 NEW GRETNA RADIO KEE 290 MAST       APPROX. 1.7 KM 0420539.9 |
 JU0112| JU2699 WEST CREEK RADIO STA WSC MAST       APPROX.14.4 KM 0691200.9 |
 JU0112| JU0111 GRETNA RM 1                          43.289 METERS 08655     |
 JU0112| JU2713 MYSTIC ISLANDS MUN STANDPIPE        APPROX. 7.2 KM 1071747.4 |
 JU0112| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX.12.6 KM 1310725.6 |
 JU0112| JU0110 GRETNA RM 2                          34.254 METERS 19338     |
 JU0112| JU0113 GRETNA RM 3                                        2794940.0 |
 JU0112|---------------------------------------------------------------------|
 JU0112
 JU0112                          SUPERSEDED SURVEY CONTROL
 JU0112
 JU0112  NAD 83(2007)-  39 35 37.23501(N)    074 26 51.05841(W) AD(2002.00) 0
 JU0112  ELLIP H (02/10/07)  -30.387  (m)                       GP(2002.00)    
 JU0112  ELLIP H (10/23/02)  -30.373  (m)                       GP(       ) 4 1
 JU0112  NAD 83(1996)-  39 35 37.23462(N)    074 26 51.05836(W) AD(       ) 1
 JU0112  ELLIP H (05/14/99)  -30.402  (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)  -30.434  (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)  -30.452  (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)  -30.447  (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               3.08   (m)           10.1    (f) LEVELING    3  
 JU0112  NAVD 88 (06/15/91)    3.078  (m)           10.10   (f) SUPERSEDED  1 1
 JU0112  NGVD 29 (04/16/92)    3.464  (m)           11.36   (f) ADJUSTED    1 1
 JU0112  NGVD 29 (??/??/87)    3.464  (m)           11.36   (f) SUPERSEDED  1 1
 JU0112  NGVD 29               3.46   (m)           11.4    (f) LEVELING    3  
 JU0112
 JU0112.Superseded values are not recommended for survey control.
 JU0112
 JU0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0112.See file dsdata.pdf to determine how the superseded data were derived.
 JU0112
 JU0112_MARKER: DS = TRIANGULATION STATION DISK
 JU0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU0111 ***********************************************************************
 JU0111  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0111  DESIGNATION -  GRETNA RM 1
 JU0111  PID         -  JU0111
 JU0111  STATE/COUNTY-  NJ/BURLINGTON
 JU0111  COUNTRY     -  US
 JU0111  USGS QUAD   -  NEW GRETNA (2019)
 JU0111
 JU0111                         *CURRENT SURVEY CONTROL
 JU0111  ______________________________________________________________________
 JU0111* NAD 83(1986) POSITION- 39 35 37.31   (N) 074 26 49.25   (W)   HD_HELD1
 JU0111* NAVD 88 ORTHO HEIGHT -     3.447 (meters)       11.31  (feet) ADJUSTED
 JU0111  ______________________________________________________________________
 JU0111  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 JU0111  DYNAMIC HEIGHT  -          3.445 (meters)       11.30  (feet) COMP
 JU0111  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 JU0111
 JU0111  VERT ORDER      -  FIRST     CLASS I
 JU0111
 JU0111.The horizontal coordinates were determined by differentially corrected
 JU0111.hand held GPS observations or other comparable positioning techniques
 JU0111.and have an estimated accuracy of +/- 3 meters.
 JU0111
 JU0111.The orthometric height was determined by differential leveling and
 JU0111.adjusted by the NATIONAL GEODETIC SURVEY
 JU0111.in April 1997.
 JU0111
 JU0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0111.GEOID18 height accuracy estimate available here.
 JU0111
 JU0111.This Tidal Bench Mark is designated as VM 2638
 JU0111.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0111
 JU0111.Click photographs - Photos may exist for this station.
 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       -    84,408.2     154,550.9     MT  (+/- 3 meters HH1 GPS) 
 JU0111
 JU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4748182809(NAD 83)
 JU0111
 JU0111                          SUPERSEDED SURVEY CONTROL
 JU0111
 JU0111  NAVD 88 (06/15/91)    3.454  (m)           11.33   (f) SUPERSEDED  1 1
 JU0111  NGVD 29 (04/16/92)    3.840  (m)           12.60   (f) ADJUSTED    1 1
 JU0111  NGVD 29 (01/10/92)    3.840  (m)           12.60   (f) SUPERSEDED  1 1
 JU0111  NGVD 29 (??/??/87)    3.840  (m)           12.60   (f) SUPERSEDED  1 1
 JU0111
 JU0111.Superseded values are not recommended for survey control.
 JU0111
 JU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0111.See file dsdata.pdf to determine how the superseded data were derived.
 JU0111
 JU0111_MARKER: DR = REFERENCE MARK DISK
 JU0111_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0110 ***********************************************************************
 JU0110  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0110  DESIGNATION -  GRETNA RM 2
 JU0110  PID         -  JU0110
 JU0110  STATE/COUNTY-  NJ/BURLINGTON
 JU0110  COUNTRY     -  US
 JU0110  USGS QUAD   -  NEW GRETNA (2019)
 JU0110
 JU0110                         *CURRENT SURVEY CONTROL
 JU0110  ______________________________________________________________________
 JU0110* NAD 83(1986) POSITION- 39 35 36.16   (N) 074 26 51.40   (W)   HD_HELD1
 JU0110* NAVD 88 ORTHO HEIGHT -     2.649 (meters)        8.69  (feet) ADJUSTED
 JU0110  ______________________________________________________________________
 JU0110  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 JU0110  DYNAMIC HEIGHT  -          2.648 (meters)        8.69  (feet) COMP
 JU0110  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 JU0110
 JU0110  VERT ORDER      -  FIRST     CLASS I
 JU0110
 JU0110.The horizontal coordinates were determined by differentially corrected
 JU0110.hand held GPS observations or other comparable positioning techniques
 JU0110.and have an estimated accuracy of +/- 3 meters.
 JU0110
 JU0110.The orthometric height was determined by differential leveling and
 JU0110.adjusted by the NATIONAL GEODETIC SURVEY
 JU0110.in April 1997.
 JU0110
 JU0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0110.GEOID18 height accuracy estimate available here.
 JU0110
 JU0110.This Tidal Bench Mark is designated as VM 2639
 JU0110.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0110
 JU0110.Click photographs - Photos may exist for this station.
 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       -    84,372.7     154,499.7     MT  (+/- 3 meters HH1 GPS) 
 JU0110
 JU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4743082773(NAD 83)
 JU0110
 JU0110                          SUPERSEDED SURVEY CONTROL
 JU0110
 JU0110  NAVD 88 (06/15/91)    2.652  (m)            8.70   (f) SUPERSEDED  1 1
 JU0110  NGVD 29 (04/16/92)    3.039  (m)            9.97   (f) ADJUSTED    1 1
 JU0110  NGVD 29 (??/??/87)    3.039  (m)            9.97   (f) SUPERSEDED  1 1
 JU0110
 JU0110.Superseded values are not recommended for survey control.
 JU0110
 JU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0110.See file dsdata.pdf to determine how the superseded data were derived.
 JU0110
 JU0110_MARKER: DR = REFERENCE MARK DISK
 JU0110_SETTING: 7 = 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 (CDM)
 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 = JULY 24, 2026 22:12:30 EDT
 JU0113 ***********************************************************************
 JU0113  DESIGNATION -  GRETNA RM 3
 JU0113  PID         -  JU0113
 JU0113  STATE/COUNTY-  NJ/BURLINGTON
 JU0113  COUNTRY     -  US
 JU0113  USGS QUAD   -  NEW GRETNA (2019)
 JU0113
 JU0113                         *CURRENT SURVEY CONTROL
 JU0113  ______________________________________________________________________
 JU0113* NAD 83(1986) POSITION- 39 35 39.18   (N) 074 27 05.42   (W)   HD_HELD1
 JU0113* NAVD 88 ORTHO HEIGHT -     4.849 (meters)       15.91  (feet) ADJUSTED
 JU0113  ______________________________________________________________________
 JU0113  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 JU0113  DYNAMIC HEIGHT  -          4.847 (meters)       15.90  (feet) COMP
 JU0113  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 JU0113
 JU0113  VERT ORDER      -  FIRST     CLASS I
 JU0113
 JU0113.The horizontal coordinates were determined by differentially corrected
 JU0113.hand held GPS observations or other comparable positioning techniques
 JU0113.and have an estimated accuracy of +/- 3 meters.
 JU0113
 JU0113.The orthometric height was determined by differential leveling and
 JU0113.adjusted by the NATIONAL GEODETIC SURVEY
 JU0113.in June 1991.
 JU0113
 JU0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0113.GEOID18 height accuracy estimate available here.
 JU0113
 JU0113.Click photographs - Photos may exist for this station.
 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       -    84,465.6     154,165.1     MT  (+/- 3 meters HH1 GPS) 
 JU0113
 JU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4709582864(NAD 83)
 JU0113
 JU0113                          SUPERSEDED SURVEY CONTROL
 JU0113
 JU0113  NGVD 29 (04/16/92)    5.234  (m)           17.17   (f) ADJUSTED    1 1
 JU0113  NGVD 29 (01/10/92)    5.234  (m)           17.17   (f) SUPERSEDED  1 1
 JU0113  NGVD 29 (??/??/87)    5.234  (m)           17.17   (f) SUPERSEDED  1 1
 JU0113
 JU0113.Superseded values are not recommended for survey control.
 JU0113
 JU0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0113.See file dsdata.pdf to determine how the superseded data were derived.
 JU0113
 JU0113_MARKER: DR = REFERENCE MARK DISK
 JU0113_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU3094 ***********************************************************************
 JU3094  DESIGNATION -  GRISKIN
 JU3094  PID         -  JU3094
 JU3094  STATE/COUNTY-  NJ/GLOUCESTER
 JU3094  COUNTRY     -  US
 JU3094  USGS QUAD   -  WOODBURY (2019)
 JU3094
 JU3094                         *CURRENT SURVEY CONTROL
 JU3094  ______________________________________________________________________
 JU3094* NAD 83(1996) POSITION- 39 48 32.84491(N) 075 10 00.19130(W)   ADJUSTED
 JU3094* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) SCALED
 JU3094  ______________________________________________________________________
 JU3094  GEOID HEIGHT    -        -32.964 (meters)                     GEOID18
 JU3094  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3094.GEOID18 height accuracy estimate available here.
 JU3094
 JU3094.Click photographs - Photos may exist for this station.
 JU3094
 JU3094.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3094
 JU3094. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000021  x   0.99994011  =   0.99994032
 JU3094!SPC PA S     -   1.00000021  x   1.00002174  =   1.00002195
 JU3094!UTM  18      -   1.00000021  x   0.99960251  =   0.99960272
 JU3094
 JU3094:                Primary Azimuth Mark                     Grid Az
 JU3094:SPC NJ       -  CLARKSBORO EAST GREENWICH TANK           259 03 39.8
 JU3094:SPC PA S     -  CLARKSBORO EAST GREENWICH TANK           256 57 29.4
 JU3094:UTM  18      -  CLARKSBORO EAST GREENWICH TANK           258 44 27.4
 JU3094
 JU3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8572906585(NAD 83)
 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
 JU3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3094.See file dsdata.pdf to determine how the superseded data were derived.
 JU3094
 JU3094_MARKER: DS = TRIANGULATION STATION DISK
 JU3094_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5788 ***********************************************************************
 KV5788  DESIGNATION -  GUERIN
 KV5788  PID         -  KV5788
 KV5788  STATE/COUNTY-  NJ/MORRIS
 KV5788  COUNTRY     -  US
 KV5788  USGS QUAD   -  MENDHAM (2019)
 KV5788
 KV5788                         *CURRENT SURVEY CONTROL
 KV5788  ______________________________________________________________________
 KV5788* NAD 83(1996) POSITION- 40 50 25.99755(N) 074 34 37.97266(W)   ADJUSTED
 KV5788* NAVD 88 ORTHO HEIGHT -   342.    (meters)     1122.    (feet) SCALED
 KV5788  ______________________________________________________________________
 KV5788  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 KV5788  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5788.GEOID18 height accuracy estimate available here.
 KV5788
 KV5788.Click photographs - Photos may exist for this station.
 KV5788
 KV5788.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5788
 KV5788. The following values were computed from the NAD 83(1996) position.
 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       -   0.99995154  x   0.99990052  =   0.99985206
 KV5788!UTM  18      -   0.99995154  x   0.99961564  =   0.99956720
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3564221143(NAD 83)
 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
 KV5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5788.See file dsdata.pdf to determine how the superseded data were derived.
 KV5788
 KV5788_MARKER: DS = TRIANGULATION STATION DISK
 KV5788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5788_STAMPING: GUERIN 1935
 KV5788_MARK LOGO: CGS
 KV5788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5788+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2644 ***********************************************************************
 JU2644  DESIGNATION -  GULF
 JU2644  PID         -  JU2644
 JU2644  STATE/COUNTY-  NJ/OCEAN
 JU2644  COUNTRY     -  US
 JU2644  USGS QUAD   -  FORKED RIVER (2019)
 JU2644
 JU2644                         *CURRENT SURVEY CONTROL
 JU2644  ______________________________________________________________________
 JU2644* NAD 83(1996) POSITION- 39 45 03.76189(N) 074 11 25.47364(W)   ADJUSTED
 JU2644* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2644  ______________________________________________________________________
 JU2644  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 JU2644  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2644.GEOID18 height accuracy estimate available here.
 JU2644
 JU2644.Click photographs - Photos may exist for this station.
 JU2644
 JU2644.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2644
 JU2644. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000512  x   0.99990866  =   0.99991377
 JU2644!UTM  18      -   1.00000512  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6935700439(NAD 83)
 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                              227.423 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
 JU2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2644.See file dsdata.pdf to determine how the superseded data were derived.
 JU2644
 JU2644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU2644_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4094 ***********************************************************************
 JU4094  DESIGNATION -  GULF 2
 JU4094  PID         -  JU4094
 JU4094  STATE/COUNTY-  NJ/OCEAN
 JU4094  COUNTRY     -  US
 JU4094  USGS QUAD   -  FORKED RIVER (2019)
 JU4094
 JU4094                         *CURRENT SURVEY CONTROL
 JU4094  ______________________________________________________________________
 JU4094* NAD 83(2011) POSITION- 39 44 59.14373(N) 074 11 32.92052(W)   ADJUSTED
 JU4094* NAD 83(2011) ELLIP HT-   -32.957 (meters)        (06/27/12)   ADJUSTED
 JU4094* NAD 83(2011) EPOCH   -  2010.00
 JU4094* NAVD 88 ORTHO HEIGHT -     0.4   (meters)        1.    (feet) GPS OBS
 JU4094  ______________________________________________________________________
 JU4094  NAVD 88 orthometric height was determined with an earlier geoid model
 JU4094  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 JU4094  NAD 83(2011) X  -  1,337,651.162 (meters)                     COMP
 JU4094  NAD 83(2011) Y  - -4,724,791.301 (meters)                     COMP
 JU4094  NAD 83(2011) Z  -  4,056,641.429 (meters)                     COMP
 JU4094  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 JU4094
 JU4094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4094  Standards:
 JU4094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4094  -------------------------------------------------------------------
 JU4094  NETWORK    0.50   0.74           0.22   0.19   0.38      0.08593827
 JU4094  -------------------------------------------------------------------
 JU4094  Click here for local accuracies and other accuracy information.
 JU4094
 JU4094.The horizontal coordinates were established by GPS observations
 JU4094.and adjusted by the National Geodetic Survey in June 2012.
 JU4094
 JU4094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4094.been affixed to the stable North American tectonic plate. See 
 JU4094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4094
 JU4094.The horizontal coordinates are valid at the epoch date displayed above
 JU4094.which is a decimal equivalence of Year/Month/Day.
 JU4094
 JU4094.The orthometric height was determined by GPS observations and a
 JU4094.high-resolution geoid model.
 JU4094
 JU4094.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4094.GEOID18 height accuracy estimate available here.
 JU4094
 JU4094.Click photographs - Photos may exist for this station.
 JU4094
 JU4094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4094
 JU4094.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4094
 JU4094.The ellipsoidal height was determined by GPS observations
 JU4094.and is referenced to NAD 83.
 JU4094
 JU4094. The following values were computed from the NAD 83(2011) position.
 JU4094
 JU4094;                    North         East     Units Scale Factor Converg.
 JU4094;SPC NJ       -   101,777.943   176,353.491   MT  0.99990855   +0 11 47.9
 JU4094;SPC NJ       -   333,916.47    578,586.41   sFT  0.99990855   +0 11 47.9
 JU4094;UTM  18      - 4,400,295.613   569,181.219   MT  0.99965892   +0 30 59.0
 JU4094
 JU4094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4094!SPC NJ       -   1.00000517  x   0.99990855  =   0.99991372
 JU4094!UTM  18      -   1.00000517  x   0.99965892  =   0.99966409
 JU4094
 JU4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6918100295(NAD 83)
 JU4094
 JU4094|---------------------------------------------------------------------|
 JU4094| PID    Reference Object                     Distance      Geod. Az  |
 JU4094|                                                           dddmmss.s |
 JU4094| JU2644 GULF                                227.423 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  NAD 83(2007)-  39 44 59.14426(N)    074 11 32.92126(W) AD(2002.00) 0
 JU4094  ELLIP H (02/10/07)  -32.950  (m)                       GP(2002.00)    
 JU4094  ELLIP H (10/23/02)  -32.922  (m)                       GP(       ) 4 1
 JU4094  NAD 83(1996)-  39 44 59.14390(N)    074 11 32.92117(W) AD(       ) 1
 JU4094  ELLIP H (05/14/99)  -32.935  (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)  -32.945  (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)  -32.939  (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
 JU4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4094.See file dsdata.pdf to determine how the superseded data were derived.
 JU4094
 JU4094_STAMPING: GULF 2 1985
 JU4094_MARK LOGO: NJGS
 JU4094_PROJECTION: FLUSH
 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     - 19900827 GOOD
 JU4094  HISTORY     - 19920611 GOOD             NJGS
 JU4094  HISTORY     - 19930316 GOOD             NJHA
 JU4094  HISTORY     - 19961117 MARK NOT FOUND   STEWRT
 JU4094  HISTORY     - 20200214 MARK NOT FOUND   NJGS
 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 ON THE
 JU4094'WEST SIDE OF BARNEGAT BAY AT THE MUNICIPAL DOCK ON THE EAST SIDE OF
 JU4094'EAST BAY AVENUE.  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 STAMPED ---GULF 2 1985---, SET
 JU4094'INTO THE TOP OF A ROUND CONCRETE MONUMENT 22 CM IN DIAMETER RECESSED
 JU4094'15 CM BELOW GROUND.  LOCATED 3.5 METERS (11.6 FT) WEST FROM THE WEST
 JU4094'EDGE OF A NORTH SOUTH BOARDWALK, 9.0 METERS (29.4 FT) NORTH FROM THE
 JU4094'NORTHEAST CORNER OF A TWO STORY PAVILION, 12.2 METERS (40.2 FT)
 JU4094'NORTHEAST FROM THE NORTHWEST CORNER OF THE PAVILION AND 12.4 METERS
 JU4094'(40.7 FT) SOUTH FROM A POWER POLE WITH LIGHT JC421 BGT.  THE
 JU4094'UNDERGROUND MARK IS A STANDARD NJGS DISK 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 STAMPED
 JU4094'---GULF 2 RM 1 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4094'20 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED 3.6 METERS
 JU4094'(12.0 FT) WEST FROM THE WEST EDGE OF THE BOARDWALK, 4.5 METERS
 JU4094'(14.8 FT) NORTH-NORTHWEST FROM A POWER POLE, 21.0 METERS (68.8 FT)
 JU4094'SOUTH FROM THE SOUTH EDGE OF THE PAVALION AND 22.7 METERS (74.5 FT)
 JU4094'SOUTHEAST FROM THE SOUTHWEST CORNER OF THE PAVILION.  MARK IS LEVEL
 JU4094'WITH THE STATION.
 JU4094'
 JU4094'REFERENCE MARK NO. 2 IS A STANDARD NJGS DISK STAMPED
 JU4094'---GULF 2 RM 2 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4094'20 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED 1.1 METERS
 JU4094'(3.7 FT) NORTHWEST FROM A FLAGPOLE, 28.0 METERS (91.8 FT)
 JU4094'EAST-SOUTHEAST FROM A POWER POLE, 78, ON EAST BAY AVENUE AND 29.8
 JU4094'METERS (97.8 FT) WEST FROM THE WEST EDGE OF THE PAVILION.  MARK IS
 JU4094'LEVEL WITH THE STATION.
 JU4094'
 JU4094'DESCRIBED BY JEFF R OLSEN
 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.
 JU4094
 JU4094                          STATION RECOVERY (2020)
 JU4094
 JU4094'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU4094'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2938 ***********************************************************************
 JU2938  DESIGNATION -  GULL
 JU2938  PID         -  JU2938
 JU2938  STATE/COUNTY-  NJ/CAPE MAY
 JU2938  COUNTRY     -  US
 JU2938  USGS QUAD   -  STONE HARBOR (2019)
 JU2938
 JU2938                         *CURRENT SURVEY CONTROL
 JU2938  ______________________________________________________________________
 JU2938* NAD 83(1996) POSITION- 39 04 49.15393(N) 074 46 24.35606(W)   ADJUSTED
 JU2938* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2938  ______________________________________________________________________
 JU2938  GEOID HEIGHT    -        -35.236 (meters)                     GEOID18
 JU2938  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2938.GEOID18 height accuracy estimate available here.
 JU2938
 JU2938.Click photographs - Photos may exist for this station.
 JU2938
 JU2938.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2938
 JU2938. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1959625714(NAD 83)
 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
 JU2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2938.See file dsdata.pdf to determine how the superseded data were derived.
 JU2938
 JU2938_MARKER: DS = TRIANGULATION STATION DISK
 JU2938_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 JU2685 ***********************************************************************
 JU2685  DESIGNATION -  GUN
 JU2685  PID         -  JU2685
 JU2685  STATE/COUNTY-  NJ/OCEAN
 JU2685  COUNTRY     -  US
 JU2685  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2685
 JU2685                         *CURRENT SURVEY CONTROL
 JU2685  ______________________________________________________________________
 JU2685* NAD 83(1996) POSITION- 39 43 15.68629(N) 074 10 16.60408(W)   ADJUSTED
 JU2685* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2685  ______________________________________________________________________
 JU2685  GEOID HEIGHT    -        -33.336 (meters)                     GEOID18
 JU2685  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2685.GEOID18 height accuracy estimate available here.
 JU2685
 JU2685.Click photographs - Photos may exist for this station.
 JU2685
 JU2685.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2685
 JU2685. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2685:SPC NJ       -  HIGH POINT                               115 21 20.4
 JU2685:UTM  18      -  HIGH POINT                               115 02 10.1
 JU2685
 JU2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7102697122(NAD 83)
 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
 JU2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2685.See file dsdata.pdf to determine how the superseded data were derived.
 JU2685
 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 = JULY 24, 2026 22:12:30 EDT
 KU2786 ***********************************************************************
 KU2786  DESIGNATION -  GUN
 KU2786  PID         -  KU2786
 KU2786  STATE/COUNTY-  NJ/MONMOUTH
 KU2786  COUNTRY     -  US
 KU2786  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2786
 KU2786                         *CURRENT SURVEY CONTROL
 KU2786  ______________________________________________________________________
 KU2786* NAD 83(1996) POSITION- 40 21 02.58778(N) 073 59 02.24254(W)   ADJUSTED
 KU2786* NAVD 88 ORTHO HEIGHT -     2.8   (meters)        9.    (feet) VERTCON3
 KU2786  ______________________________________________________________________
 KU2786  GEOID HEIGHT    -        -32.662 (meters)                     GEOID18
 KU2786  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2786.GEOID18 height accuracy estimate available here.
 KU2786
 KU2786.Click photographs - Photos may exist for this station.
 KU2786
 KU2786.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2786
 KU2786. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000469  x   0.99992365  =   0.99992834
 KU2786!UTM  18      -   1.00000469  x   0.99969164  =   0.99969633
 KU2786
 KU2786:                Primary Azimuth Mark                     Grid Az
 KU2786:SPC NJ       -  MONMOUTH BEACH CG CUPOLA                 138 15 26.7
 KU2786:UTM  18      -  MONMOUTH BEACH CG CUPOLA                 137 56 01.2
 KU2786
 KU2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8628467180(NAD 83)
 KU2786
 KU2786|---------------------------------------------------------------------|
 KU2786| PID    Reference Object                     Distance      Geod. Az  |
 KU2786|                                                           dddmmss.s |
 KU2786| KU2779 RUMSON HOLY CROSS SPIRE             APPROX. 1.8 KM 0095253.2 |
 KU2786| KU2766 MONMOUTH BEACH CG CUPOLA            APPROX. 1.2 KM 1383529.6 |
 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
 KU2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2786.See file dsdata.pdf to determine how the superseded data were derived.
 KU2786
 KU2786_MARKER: DE = TRAVERSE STATION DISK
 KU2786_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV4931 ***********************************************************************
 KV4931  DESIGNATION -  GUN LIFT USCA 1940
 KV4931  PID         -  KV4931
 KV4931  STATE/COUNTY-  NJ/MONMOUTH
 KV4931  COUNTRY     -  US
 KV4931  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4931
 KV4931                         *CURRENT SURVEY CONTROL
 KV4931  ______________________________________________________________________
 KV4931* NAD 83(1996) POSITION- 40 28 00.71865(N) 074 00 06.84576(W)   ADJUSTED
 KV4931* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4931  ______________________________________________________________________
 KV4931  GEOID HEIGHT    -        -32.451 (meters)                     GEOID18
 KV4931  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4931.GEOID18 height accuracy estimate available here.
 KV4931
 KV4931.Click photographs - Photos may exist for this station.
 KV4931
 KV4931.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4931
 KV4931. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8461580055(NAD 83)
 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
 KV4931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4931.See file dsdata.pdf to determine how the superseded data were derived.
 KV4931
 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 = JULY 24, 2026 22:12:30 EDT
 KU2059 ***********************************************************************
 KU2059  DESIGNATION -  GUN PARK
 KU2059  PID         -  KU2059
 KU2059  STATE/COUNTY-  NJ/MONMOUTH
 KU2059  COUNTRY     -  US
 KU2059  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2059
 KU2059                         *CURRENT SURVEY CONTROL
 KU2059  ______________________________________________________________________
 KU2059* NAD 83(1996) POSITION- 40 27 33.38545(N) 073 59 51.73002(W)   ADJUSTED
 KU2059* NAVD 88 ORTHO HEIGHT -     1.058 (meters)        3.47  (feet) ADJUSTED
 KU2059  ______________________________________________________________________
 KU2059  GEOID HEIGHT    -        -32.470 (meters)                     GEOID18
 KU2059  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 KU2059  DYNAMIC HEIGHT  -          1.058 (meters)        3.47  (feet) COMP
 KU2059  MODELED GRAVITY -    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 and
 KU2059.adjusted by the NATIONAL GEODETIC SURVEY
 KU2059.in June 1991.
 KU2059
 KU2059.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2059.GEOID18 height accuracy estimate available here.
 KU2059
 KU2059.Click photographs - Photos may exist for this station.
 KU2059
 KU2059.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000493  x   0.99992233  =   0.99992726
 KU2059!UTM  18      -   1.00000493  x   0.99968889  =   0.99969382
 KU2059
 KU2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8498079216(NAD 83)
 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
 KU2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2059.See file dsdata.pdf to determine how the superseded data were derived.
 KU2059
 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 = JULY 24, 2026 22:12:30 EDT
 KU2822 ***********************************************************************
 KU2822  DESIGNATION -  GUNNISON 1921
 KU2822  PID         -  KU2822
 KU2822  STATE/COUNTY-  NJ/MONMOUTH
 KU2822  COUNTRY     -  US
 KU2822  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2822
 KU2822                         *CURRENT SURVEY CONTROL
 KU2822  ______________________________________________________________________
 KU2822* NAD 83(1996) POSITION- 40 27 35.83864(N) 073 59 42.73565(W)   ADJUSTED
 KU2822* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2822  ______________________________________________________________________
 KU2822  GEOID HEIGHT    -        -32.472 (meters)                     GEOID18
 KU2822  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2822.GEOID18 height accuracy estimate available here.
 KU2822
 KU2822.Click photographs - Photos may exist for this station.
 KU2822
 KU2822.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2822
 KU2822. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KU2822:SPC NJ       -  BOMBPROOF USCA 1940                      152 36 41.8
 KU2822:UTM  18      -  BOMBPROOF USCA 1940                      152 17 13.7
 KU2822
 KU2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8519179294(NAD 83)
 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
 KU2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2822.See file dsdata.pdf to determine how the superseded data were derived.
 KU2822
 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 = JULY 24, 2026 22:12:30 EDT
 KU2058 ***********************************************************************
 KU2058  DESIGNATION -  GUNNISON CRF
 KU2058  PID         -  KU2058
 KU2058  STATE/COUNTY-  NJ/MONMOUTH
 KU2058  COUNTRY     -  US
 KU2058  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2058
 KU2058                         *CURRENT SURVEY CONTROL
 KU2058  ______________________________________________________________________
 KU2058* NAD 83(1996) POSITION- 40 27 37.44504(N) 073 59 43.02451(W)   ADJUSTED
 KU2058* NAVD 88 ORTHO HEIGHT -     4.646 (meters)       15.24  (feet) ADJUSTED
 KU2058  ______________________________________________________________________
 KU2058  GEOID HEIGHT    -        -32.472 (meters)                     GEOID18
 KU2058  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 KU2058  DYNAMIC HEIGHT  -          4.644 (meters)       15.24  (feet) COMP
 KU2058  MODELED GRAVITY -    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 and
 KU2058.adjusted by the NATIONAL GEODETIC SURVEY
 KU2058.in June 1991.
 KU2058
 KU2058.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2058.GEOID18 height accuracy estimate available here.
 KU2058
 KU2058.Click photographs - Photos may exist for this station.
 KU2058
 KU2058.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000437  x   0.99992255  =   0.99992691
 KU2058!UTM  18      -   1.00000437  x   0.99968932  =   0.99969368
 KU2058
 KU2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8518479344(NAD 83)
 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
 KU2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2058.See file dsdata.pdf to determine how the superseded data were derived.
 KU2058
 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 = JULY 24, 2026 22:12:30 EDT
 KV0724 ***********************************************************************
 KV0724  DESIGNATION -  H 1
 KV0724  PID         -  KV0724
 KV0724  STATE/COUNTY-  NJ/MONMOUTH
 KV0724  COUNTRY     -  US
 KV0724  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0724
 KV0724                         *CURRENT SURVEY CONTROL
 KV0724  ______________________________________________________________________
 KV0724* NAD 83(1986) POSITION- 40 24 49.87   (N) 074 02 17.91   (W)   HD_HELD1
 KV0724* NAVD 88 ORTHO HEIGHT -     3.800 (meters)       12.47  (feet) ADJUSTED
 KV0724  ______________________________________________________________________
 KV0724  GEOID HEIGHT    -        -32.471 (meters)                     GEOID18
 KV0724  DYNAMIC HEIGHT  -          3.798 (meters)       12.46  (feet) COMP
 KV0724  MODELED GRAVITY -    980,203.7   (mgal)                       NAVD 88
 KV0724
 KV0724  VERT ORDER      -  FIRST     CLASS II
 KV0724
 KV0724.The horizontal coordinates were determined by differentially corrected
 KV0724.hand held GPS observations or other comparable positioning techniques
 KV0724.and have an estimated accuracy of +/- 3 meters.
 KV0724
 KV0724.The orthometric height was determined by differential leveling and
 KV0724.adjusted by the NATIONAL GEODETIC SURVEY
 KV0724.in July 2020.
 KV0724
 KV0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0724.GEOID18 height accuracy estimate available here.
 KV0724
 KV0724.Click photographs - Photos may exist for this station.
 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       -   175,565.8     189,182.7     MT  (+/- 3 meters HH1 GPS) 
 KV0724
 KV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8159274136(NAD 83)
 KV0724
 KV0724                          SUPERSEDED SURVEY CONTROL
 KV0724
 KV0724  NAVD 88 (06/15/91)    3.795  (m)           12.45   (f) SUPERSEDED  1 2
 KV0724  NGVD 29 (04/16/92)    4.114  (m)           13.50   (f) ADJUSTED    1 2
 KV0724  NGVD 29 (01/10/92)    4.114  (m)           13.50   (f) SUPERSEDED  1 2
 KV0724  NGVD 29 (??/??/87)    4.154  (m)           13.63   (f) SUPERSEDED  1 2
 KV0724
 KV0724.Superseded values are not recommended for survey control.
 KV0724
 KV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0724.See file dsdata.pdf to determine how the superseded data were derived.
 KV0724
 KV0724_MARKER: DB = BENCH MARK DISK
 KV0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0724_SP_SET: DOOR SILL
 KV0724_STAMPING: H 1 1914 13.658
 KV0724_MARK LOGO: CGS
 KV0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0724+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 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  HISTORY     - 20180925 GOOD             NJGS
 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
 KV0724
 KV0724                          STATION RECOVERY (2018)
 KV0724
 KV0724'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 KV0724'THE MARK IS LOCATED ABOUT 12.9 MI (20.8 KM) EAST-NORTHEAST OF
 KV0724'MARLBORO, 8.6 MI (13.8 KM) EAST OF KEYPORT AND 7.9 MI (12.7 KM)
 KV0724'NORTH-NORTHWEST OF LONG BRANCH, IN THE ATLANTIC HIGHLANDS.
 KV0724'
 KV0724'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND FIRST
 KV0724'AVENUE, GO 0.3 MI (0.5 KM) NORTH-NORTHEAST ON FIRST AVENUE TO THE
 KV0724'JUNCTION WITH WEST MOUNT AVENUE.  TURN LEFT AND GO ABOUT 150 FT (45.7
 KV0724'M) WEST ON WEST MOUNT AVENUE TO THE T-JUNCTION WITH RAILROAD AVENUE.
 KV0724'TURN RIGHT AND GO ABOUT 230 FT (70.1 M) NORTH-NORTHEAST ON RAILROAD
 KV0724'AVENUE TO THE STATION ON THE RIGHT.
 KV0724'
 KV0724'THE MARK IS LOCATED IN THE BUSINESS SECTION OF ATLANTIC HIGHLANDS, IN
 KV0724'THE REAR OF A TWO STORY BRICK BUILDING, NUMBER 85, NOW OCCUPIED BY THE
 KV0724'COFFEE LADY COFFEE SERVICE.  THE REAR OF THE BUILDING FACES RAILROAD
 KV0724'AVENUE.  THE MARK IS SET IN A DRILL HOLE IN THE SOUTHWEST END OF A
 KV0724'DOOR SILL OF THE SOUTHWEST ONE OF TWO DOORWAYS.   RECOVERED AS
 KV0724'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6486 ***********************************************************************
 KV6486  DESIGNATION -  H 1 NY
 KV6486  PID         -  KV6486
 KV6486  STATE/COUNTY-  NJ/HUDSON
 KV6486  COUNTRY     -  US
 KV6486  USGS QUAD   -  ELIZABETH (2016)
 KV6486
 KV6486                         *CURRENT SURVEY CONTROL
 KV6486  ______________________________________________________________________
 KV6486* NAD 83(1996) POSITION- 40 38 34.80056(N) 074 08 50.69938(W)   ADJUSTED
 KV6486* NAVD 88 ORTHO HEIGHT -     2.6   (meters)        9.    (feet) VERTCON3
 KV6486  ______________________________________________________________________
 KV6486  GEOID HEIGHT    -        -32.255 (meters)                     GEOID18
 KV6486  LAPLACE CORR    -          5.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6486.GEOID18 height accuracy estimate available here.
 KV6486
 KV6486.Click photographs - Photos may exist for this station.
 KV6486
 KV6486.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6486
 KV6486. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000466  x   0.99991094  =   0.99991560
 KV6486!SPC NY E     -   1.00000466  x   0.99991094  =   0.99991560
 KV6486!SPC NY L     -   1.00000466  x   1.00000140  =   1.00000606
 KV6486!UTM  18      -   1.00000466  x   0.99966397  =   0.99966862
 KV6486
 KV6486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7208999477(NAD 83)
 KV6486
 KV6486                          SUPERSEDED SURVEY CONTROL
 KV6486
 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
 KV6486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6486.See file dsdata.pdf to determine how the superseded data were derived.
 KV6486
 KV6486_MARKER: DD = SURVEY DISK
 KV6486_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6486+WITH SETTING: PAVEMENT
 KV6486_SP_SET: NAV AID BASE
 KV6486_STAMPING: H 1 NY 1980
 KV6486_MARK LOGO: NOS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0665 ***********************************************************************
 JU0665  DESIGNATION -  H 10
 JU0665  PID         -  JU0665
 JU0665  STATE/COUNTY-  NJ/GLOUCESTER
 JU0665  COUNTRY     -  US
 JU0665  USGS QUAD   -  BRIDGEPORT (2019)
 JU0665
 JU0665                         *CURRENT SURVEY CONTROL
 JU0665  ______________________________________________________________________
 JU0665* NAD 83(1986) POSITION- 39 48 22.57   (N) 075 19 14.20   (W)   HD_HELD1
 JU0665* NAVD 88 ORTHO HEIGHT -     2.245 (meters)        7.37  (feet) ADJUSTED
 JU0665  ______________________________________________________________________
 JU0665  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 JU0665  DYNAMIC HEIGHT  -          2.244 (meters)        7.36  (feet) COMP
 JU0665  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 JU0665
 JU0665  VERT ORDER      -  FIRST     CLASS II
 JU0665
 JU0665.The horizontal coordinates were determined by differentially corrected
 JU0665.hand held GPS observations or other comparable positioning techniques
 JU0665.and have an estimated accuracy of +/- 3 meters.
 JU0665
 JU0665.The orthometric height was determined by differential leveling and
 JU0665.adjusted by the NATIONAL GEODETIC SURVEY
 JU0665.in May 2011.
 JU0665
 JU0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0665.GEOID18 height accuracy estimate available here.
 JU0665
 JU0665.Click photographs - Photos may exist for this station.
 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       -   108,328.3      79,733.8     MT  (+/- 3 meters HH1 GPS) 
 JU0665
 JU0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7255506304(NAD 83)
 JU0665
 JU0665                          SUPERSEDED SURVEY CONTROL
 JU0665
 JU0665  NAVD 88 (??/??/92)    2.233  (m)            7.33   (f) SUPERSEDED  3 0
 JU0665  NGVD 29 (11/26/84)    2.588  (m)            8.49   (f) ADJUSTED    1 2
 JU0665
 JU0665.Superseded values are not recommended for survey control.
 JU0665
 JU0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0665.See file dsdata.pdf to determine how the superseded data were derived.
 JU0665
 JU0665_MARKER: DB = BENCH MARK DISK
 JU0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0665_SP_SET: BRIDGE HEADWALL
 JU0665_STAMPING: 8.491 H 10 1930
 JU0665_MARK LOGO: CGS
 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  HISTORY     - 20080303 GOOD             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.
 JU0665
 JU0665                          STATION RECOVERY (2008)
 JU0665
 JU0665'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 JU0665'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2334 ***********************************************************************
 JU2334  DESIGNATION -  H 100
 JU2334  PID         -  JU2334
 JU2334  STATE/COUNTY-  NJ/CAPE MAY
 JU2334  COUNTRY     -  US
 JU2334  USGS QUAD   -  WOODBINE (2019)
 JU2334
 JU2334                         *CURRENT SURVEY CONTROL
 JU2334  ______________________________________________________________________
 JU2334* NAD 83(1986) POSITION- 39 09 22.     (N) 074 46 05.     (W)   SCALED
 JU2334* NAVD 88 ORTHO HEIGHT -     4.754 (meters)       15.60  (feet) ADJUSTED
 JU2334  ______________________________________________________________________
 JU2334  GEOID HEIGHT    -        -34.959 (meters)                     GEOID18
 JU2334  DYNAMIC HEIGHT  -          4.751 (meters)       15.59  (feet) COMP
 JU2334  MODELED GRAVITY -    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 map and have
 JU2334.an estimated accuracy of +/- 6 seconds.
 JU2334
 JU2334.The orthometric height was determined by differential leveling and
 JU2334.adjusted by the NATIONAL GEODETIC SURVEY
 JU2334.in June 1991.
 JU2334
 JU2334.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2334.GEOID18 height accuracy estimate available here.
 JU2334
 JU2334.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ200341(NAD 83)
 JU2334
 JU2334                          SUPERSEDED SURVEY CONTROL
 JU2334
 JU2334  NGVD 29 (01/10/92)    5.142  (m)           16.87   (f) ADJUSTED    1 2
 JU2334
 JU2334.Superseded values are not recommended for survey control.
 JU2334
 JU2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2334.See file dsdata.pdf to determine how the superseded data were derived.
 JU2334
 JU2334_MARKER: I = METAL ROD
 JU2334_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV3415 ***********************************************************************
 KV3415  DESIGNATION -  H 101
 KV3415  PID         -  KV3415
 KV3415  STATE/COUNTY-  NJ/BERGEN
 KV3415  COUNTRY     -  US
 KV3415  USGS QUAD   -  WEEHAWKEN (2016)
 KV3415
 KV3415                         *CURRENT SURVEY CONTROL
 KV3415  ______________________________________________________________________
 KV3415* NAD 83(1986) POSITION- 40 49 20.     (N) 074 06 58.     (W)   SCALED
 KV3415* NAVD 88 ORTHO HEIGHT -    22.476 (meters)       73.74  (feet) ADJUSTED
 KV3415  ______________________________________________________________________
 KV3415  GEOID HEIGHT    -        -32.132 (meters)                     GEOID18
 KV3415  DYNAMIC HEIGHT  -         22.467 (meters)       73.71  (feet) COMP
 KV3415  MODELED GRAVITY -    980,226.8   (mgal)                       NAVD 88
 KV3415
 KV3415  VERT ORDER      -  FIRST     CLASS II
 KV3415
 KV3415.The horizontal coordinates were scaled from a map and have
 KV3415.an estimated accuracy of +/- 6 seconds.
 KV3415
 KV3415.The orthometric height was determined by differential leveling and
 KV3415.adjusted by the NATIONAL GEODETIC SURVEY
 KV3415.in June 1991.
 KV3415
 KV3415.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3415.GEOID18 height accuracy estimate available here.
 KV3415
 KV3415.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745193(NAD 83)
 KV3415
 KV3415                          SUPERSEDED SURVEY CONTROL
 KV3415
 KV3415  NGVD 29 (11/26/84)   22.792  (m)           74.78   (f) ADJUSTED    1 2
 KV3415
 KV3415.Superseded values are not recommended for survey control.
 KV3415
 KV3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3415.See file dsdata.pdf to determine how the superseded data were derived.
 KV3415
 KV3415_MARKER: DV = VERTICAL CONTROL DISK
 KV3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3415_STAMPING: H 101 1979
 KV3415_MARK LOGO: NGS
 KV3415_PROJECTION: RECESSED 5 CENTIMETERS
 KV3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3415+STABILITY: SURFACE MOTION
 KV3415_ROD/PIPE-DEPTH: 3.66 meters
 KV3415
 KV3415  HISTORY     - Date     Condition        Report By
 KV3415  HISTORY     - 1979     MONUMENTED       NGS
 KV3415  HISTORY     - 20190121 MARK NOT FOUND   BOSWEL
 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.
 KV3415
 KV3415                          STATION RECOVERY (2019)
 KV3415
 KV3415'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (FMK)
 KV3415'MARK DESTROYED DUE TO A TOTAL REDEVELOPMENT OF THE SITE YEARS AGO.
 KV3415'NOW TOWNHOMES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3428 ***********************************************************************
 KV3428  DESIGNATION -  H 102
 KV3428  PID         -  KV3428
 KV3428  STATE/COUNTY-  NJ/PASSAIC
 KV3428  COUNTRY     -  US
 KV3428  USGS QUAD   -  PATERSON (2016)
 KV3428
 KV3428                         *CURRENT SURVEY CONTROL
 KV3428  ______________________________________________________________________
 KV3428* NAD 83(2011) POSITION- 40 54 35.77594(N) 074 10 56.25888(W)   ADJUSTED
 KV3428* NAD 83(2011) ELLIP HT-    22.540 (meters)        (06/27/12)   ADJUSTED
 KV3428* NAD 83(2011) EPOCH   -  2010.00
 KV3428* NAVD 88 ORTHO HEIGHT -    54.793 (meters)      179.77  (feet) ADJUSTED
 KV3428  ______________________________________________________________________
 KV3428  GEOID HEIGHT    -        -32.263 (meters)                     GEOID18
 KV3428  NAD 83(2011) X  -  1,315,776.650 (meters)                     COMP
 KV3428  NAD 83(2011) Y  - -4,644,377.489 (meters)                     COMP
 KV3428  NAD 83(2011) Z  -  4,154,884.440 (meters)                     COMP
 KV3428  LAPLACE CORR    -          4.84  (seconds)                    DEFLEC18
 KV3428  DYNAMIC HEIGHT  -         54.770 (meters)      179.69  (feet) COMP
 KV3428  MODELED GRAVITY -    980,205.4   (mgal)                       NAVD 88
 KV3428
 KV3428  VERT ORDER      -  FIRST     CLASS II
 KV3428
 KV3428  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV3428  Standards:
 KV3428         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV3428            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV3428  -------------------------------------------------------------------
 KV3428  NETWORK    0.58   0.98           0.26   0.21   0.50      0.04403441
 KV3428  -------------------------------------------------------------------
 KV3428  Click here for local accuracies and other accuracy information.
 KV3428
 KV3428.The horizontal coordinates were established by GPS observations
 KV3428.and adjusted by the National Geodetic Survey in June 2012.
 KV3428
 KV3428.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV3428.been affixed to the stable North American tectonic plate. See 
 KV3428.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV3428
 KV3428.The horizontal coordinates are valid at the epoch date displayed above
 KV3428.which is a decimal equivalence of Year/Month/Day.
 KV3428
 KV3428.The orthometric height was determined by differential leveling and
 KV3428.adjusted by the NATIONAL GEODETIC SURVEY
 KV3428.in June 1991.
 KV3428
 KV3428.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3428.GEOID18 height accuracy estimate available here.
 KV3428
 KV3428.Click photographs - Photos may exist for this station.
 KV3428
 KV3428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3428
 KV3428.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3428
 KV3428.The ellipsoidal height was determined by GPS observations
 KV3428.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV3428
 KV3428;                    North         East     Units Scale Factor Converg.
 KV3428;SPC NJ       -   230,595.473   176,763.937   MT  0.99990881   +0 12 29.0
 KV3428;SPC NJ       -   756,545.31    579,933.02   sFT  0.99990881   +0 12 29.0
 KV3428;UTM  18      - 4,529,081.195   568,864.177   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  =   0.99965484
 KV3428
 KV3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6886429081(NAD 83)
 KV3428
 KV3428                          SUPERSEDED SURVEY CONTROL
 KV3428
 KV3428  NAD 83(2007)-  40 54 35.77611(N)    074 10 56.25965(W) AD(2002.00) 0
 KV3428  ELLIP H (02/10/07)   22.557  (m)                       GP(2002.00)    
 KV3428  ELLIP H (10/23/02)   22.554  (m)                       GP(       ) 4 1
 KV3428  NAD 83(1996)-  40 54 35.77625(N)    074 10 56.26025(W) AD(       ) 1
 KV3428  ELLIP H (05/14/99)   22.568  (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              54.79   (m)          179.8    (f) LEVELING    3  
 KV3428  NGVD 29 (11/26/84)   55.102  (m)          180.78   (f) ADJUSTED    1 2
 KV3428
 KV3428.Superseded values are not recommended for survey control.
 KV3428
 KV3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3428.See file dsdata.pdf to determine how the superseded data were derived.
 KV3428
 KV3428_MARKER: DV = VERTICAL CONTROL DISK
 KV3428_SETTING: 66 = SET IN 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 - September 18, 2020
 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  HISTORY     - 20140714 GOOD             GEOCAC
 KV3428  HISTORY     - 20150603 GOOD             BOSWEL
 KV3428  HISTORY     - 20200918 GOOD             BOSWEL
 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
 KV3428
 KV3428                          STATION RECOVERY (2014)
 KV3428
 KV3428'RECOVERY NOTE BY GEOCACHING 2014 (APC)
 KV3428'RECOVERED IN GOOD CONDITION.
 KV3428
 KV3428                          STATION RECOVERY (2015)
 KV3428
 KV3428'RECOVERY NOTE BY BOSWELL ENGINEERING 2015 (AB)
 KV3428'RECOVERED IN GOOD CONDITION.
 KV3428
 KV3428                          STATION RECOVERY (2020)
 KV3428
 KV3428'RECOVERY NOTE BY BOSWELL ENGINEERING 2020 (RRR)
 KV3428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2272 ***********************************************************************
 LY2272  DESIGNATION -  H 103
 LY2272  PID         -  LY2272
 LY2272  STATE/COUNTY-  NJ/BERGEN
 LY2272  COUNTRY     -  US
 LY2272  USGS QUAD   -  RAMSEY (2019)
 LY2272
 LY2272                         *CURRENT SURVEY CONTROL
 LY2272  ______________________________________________________________________
 LY2272* NAD 83(2011) POSITION- 41 01 22.28437(N) 074 07 32.31881(W)   ADJUSTED
 LY2272* NAD 83(2011) ELLIP HT-    47.830 (meters)        (06/27/12)   ADJUSTED
 LY2272* NAD 83(2011) EPOCH   -  2010.00
 LY2272* NAVD 88 ORTHO HEIGHT -    79.830 (meters)      261.91  (feet) ADJUSTED
 LY2272  ______________________________________________________________________
 LY2272  GEOID HEIGHT    -        -31.996 (meters)                     GEOID18
 LY2272  NAD 83(2011) X  -  1,318,124.448 (meters)                     COMP
 LY2272  NAD 83(2011) Y  - -4,635,184.688 (meters)                     COMP
 LY2272  NAD 83(2011) Z  -  4,164,369.971 (meters)                     COMP
 LY2272  LAPLACE CORR    -          4.87  (seconds)                    DEFLEC18
 LY2272  DYNAMIC HEIGHT  -         79.798 (meters)      261.80  (feet) COMP
 LY2272  MODELED GRAVITY -    980,221.5   (mgal)                       NAVD 88
 LY2272
 LY2272  VERT ORDER      -  FIRST     CLASS II
 LY2272
 LY2272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2272  Standards:
 LY2272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2272  -------------------------------------------------------------------
 LY2272  NETWORK    0.61   1.43           0.27   0.23   0.73     -0.02403800
 LY2272  -------------------------------------------------------------------
 LY2272  Click here for local accuracies and other accuracy information.
 LY2272
 LY2272.The horizontal coordinates were established by GPS observations
 LY2272.and adjusted by the National Geodetic Survey in June 2012.
 LY2272
 LY2272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2272.been affixed to the stable North American tectonic plate. See 
 LY2272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2272
 LY2272.The horizontal coordinates are valid at the epoch date displayed above
 LY2272.which is a decimal equivalence of Year/Month/Day.
 LY2272
 LY2272.The orthometric height was determined by differential leveling and
 LY2272.adjusted by the NATIONAL GEODETIC SURVEY
 LY2272.in June 1991.
 LY2272
 LY2272.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2272.GEOID18 height accuracy estimate available here.
 LY2272
 LY2272.Click photographs - Photos may exist for this station.
 LY2272
 LY2272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2272
 LY2272.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2272
 LY2272.The ellipsoidal height was determined by GPS observations
 LY2272.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 LY2272
 LY2272;                    North         East     Units Scale Factor Converg.
 LY2272;SPC NJ       -   243,153.156   181,482.502   MT  0.99991219   +0 14 44.6
 LY2272;SPC NJ       -   797,744.98    595,413.84   sFT  0.99991219   +0 14 44.6
 LY2272;SPC NY E     -   243,153.156   181,482.502   MT  0.99991219   +0 14 44.6
 LY2272;SPC NY E     -   797,744.98    595,413.84   sFT  0.99991219   +0 14 44.6
 LY2272;UTM  18      - 4,541,662.548   573,509.661   MT  0.99966651   +0 34 26.1
 LY2272
 LY2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2272!SPC NJ       -   0.99999250  x   0.99991219  =   0.99990469
 LY2272!SPC NY E     -   0.99999250  x   0.99991219  =   0.99990469
 LY2272!UTM  18      -   0.99999250  x   0.99966651  =   0.99965901
 LY2272
 LY2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7350941662(NAD 83)
 LY2272
 LY2272                          SUPERSEDED SURVEY CONTROL
 LY2272
 LY2272  NAD 83(2007)-  41 01 22.28431(N)    074 07 32.31968(W) AD(2002.00) 0
 LY2272  ELLIP H (02/10/07)   47.861  (m)                       GP(2002.00)    
 LY2272  ELLIP H (10/23/02)   47.863  (m)                       GP(       ) 4 1
 LY2272  NAD 83(1996)-  41 01 22.28437(N)    074 07 32.32051(W) AD(       ) 1
 LY2272  ELLIP H (05/14/99)   47.876  (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)   47.813  (m)                       GP(       ) 3 2
 LY2272  NAD 83(1986)-  41 01 22.28437(N)    074 07 32.32185(W) AD(       ) 1
 LY2272  NAVD 88              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
 LY2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2272.See file dsdata.pdf to determine how the superseded data were derived.
 LY2272
 LY2272_MARKER: DV = VERTICAL CONTROL DISK
 LY2272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2272_STAMPING: H 103 1979
 LY2272_MARK LOGO: NGS
 LY2272_PROJECTION: FLUSH
 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 - April 15, 2020
 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  HISTORY     - 20061019 GOOD             AASCO
 LY2272  HISTORY     - 20080408 GOOD             BOSWEL
 LY2272  HISTORY     - 20141203 GOOD             GEOCAC
 LY2272  HISTORY     - 20200415 GOOD             NJGS
 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.
 LY2272
 LY2272                          STATION RECOVERY (2006)
 LY2272
 LY2272'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY2272'RECOVERED IN GOOD CONDITION.
 LY2272
 LY2272                          STATION RECOVERY (2008)
 LY2272
 LY2272'RECOVERY NOTE BY BOSWELL ENGINEERING 2008 (LB)
 LY2272'RECOVERED IN GOOD CONDITION.
 LY2272
 LY2272                          STATION RECOVERY (2014)
 LY2272
 LY2272'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 LY2272'RECOVERED IN GOOD CONDITION.
 LY2272
 LY2272                          STATION RECOVERY (2020)
 LY2272
 LY2272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY2272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0062 ***********************************************************************
 KV0062  DESIGNATION -  H 11
 KV0062  PID         -  KV0062
 KV0062  STATE/COUNTY-  NJ/UNION
 KV0062  COUNTRY     -  US
 KV0062  USGS QUAD   -  ELIZABETH (2016)
 KV0062
 KV0062                         *CURRENT SURVEY CONTROL
 KV0062  ______________________________________________________________________
 KV0062* NAD 83(1986) POSITION- 40 38 51.     (N) 074 14 57.     (W)   SCALED
 KV0062* NAVD 88 ORTHO HEIGHT -    10.682 (meters)       35.05  (feet) ADJUSTED
 KV0062  ______________________________________________________________________
 KV0062  GEOID HEIGHT    -        -32.522 (meters)                     GEOID18
 KV0062  DYNAMIC HEIGHT  -         10.678 (meters)       35.03  (feet) COMP
 KV0062  MODELED GRAVITY -    980,214.5   (mgal)                       NAVD 88
 KV0062
 KV0062  VERT ORDER      -  FIRST     CLASS I
 KV0062
 KV0062.The horizontal coordinates were scaled from a map and have
 KV0062.an estimated accuracy of +/- 6 seconds.
 KV0062
 KV0062.The orthometric height was determined by differential leveling and
 KV0062.adjusted by the NATIONAL GEODETIC SURVEY
 KV0062.in June 1991.
 KV0062
 KV0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0062.GEOID18 height accuracy estimate available here.
 KV0062
 KV0062.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK634998(NAD 83)
 KV0062
 KV0062                          SUPERSEDED SURVEY CONTROL
 KV0062
 KV0062  NGVD 29 (04/16/92)   11.011  (m)           36.13   (f) ADJUSTED    1 1
 KV0062  NGVD 29 (??/??/87)   11.021  (m)           36.16   (f) SUPERSEDED  1 1
 KV0062
 KV0062.Superseded values are not recommended for survey control.
 KV0062
 KV0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0062.See file dsdata.pdf to determine how the superseded data were derived.
 KV0062
 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 = JULY 24, 2026 22:12:30 EDT
 KV0141 ***********************************************************************
 KV0141  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0141  DESIGNATION -  H 12
 KV0141  PID         -  KV0141
 KV0141  STATE/COUNTY-  NJ/BERGEN
 KV0141  COUNTRY     -  US
 KV0141  USGS QUAD   -  HACKENSACK (2019)
 KV0141
 KV0141                         *CURRENT SURVEY CONTROL
 KV0141  ______________________________________________________________________
 KV0141* NAD 83(1986) POSITION- 40 53 07.1    (N) 074 03 08.5    (W)   HD_HELD2
 KV0141* NAVD 88 ORTHO HEIGHT -     7.770 (meters)       25.49  (feet) ADJUSTED
 KV0141  ______________________________________________________________________
 KV0141  GEOID HEIGHT    -        -31.894 (meters)                     GEOID18
 KV0141  DYNAMIC HEIGHT  -          7.767 (meters)       25.48  (feet) COMP
 KV0141  MODELED GRAVITY -    980,238.3   (mgal)                       NAVD 88
 KV0141
 KV0141  VERT ORDER      -  FIRST     CLASS II
 KV0141
 KV0141.The horizontal coordinates were established by autonomous hand held GPS
 KV0141.observations and have an estimated accuracy of +/- 10 meters.
 KV0141
 KV0141.The orthometric height was determined by differential leveling and
 KV0141.adjusted by the NATIONAL GEODETIC SURVEY
 KV0141.in March 2001.
 KV0141
 KV0141.No vertical observational check was made to the station.
 KV0141
 KV0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0141.GEOID18 height accuracy estimate available here.
 KV0141
 KV0141.This Tidal Bench Mark is designated as VM 12933
 KV0141.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0141
 KV0141.Click photographs - Photos may exist for this station.
 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       -   227,908.      187,724.      MT  (+/- 10 meters HH2 GPS)
 KV0141
 KV0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7983626457(NAD 83)
 KV0141
 KV0141                          SUPERSEDED SURVEY CONTROL
 KV0141
 KV0141  NAVD 88 (06/15/91)    7.766  (m)           25.48   (f) SUPERSEDED  1 2
 KV0141  NGVD 29 (11/26/84)    8.072  (m)           26.48   (f) ADJUSTED    1 2
 KV0141
 KV0141.Superseded values are not recommended for survey control.
 KV0141
 KV0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0141.See file dsdata.pdf to determine how the superseded data were derived.
 KV0141
 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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0403 ***********************************************************************
 LY0403  DESIGNATION -  H 13
 LY0403  PID         -  LY0403
 LY0403  STATE/COUNTY-  NJ/MORRIS
 LY0403  COUNTRY     -  US
 LY0403  USGS QUAD   -  WANAQUE (2019)
 LY0403
 LY0403                         *CURRENT SURVEY CONTROL
 LY0403  ______________________________________________________________________
 LY0403* NAD 83(1986) POSITION- 41 00 41.     (N) 074 22 23.     (W)   SCALED
 LY0403* NAVD 88 ORTHO HEIGHT -   146.872 (meters)      481.86  (feet) ADJUSTED
 LY0403  ______________________________________________________________________
 LY0403  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 LY0403  DYNAMIC HEIGHT  -        146.809 (meters)      481.66  (feet) COMP
 LY0403  MODELED GRAVITY -    980,192.6   (mgal)                       NAVD 88
 LY0403
 LY0403  VERT ORDER      -  FIRST     CLASS II
 LY0403
 LY0403.The horizontal coordinates were scaled from a map and have
 LY0403.an estimated accuracy of +/- 6 seconds.
 LY0403
 LY0403.The orthometric height was determined by differential leveling and
 LY0403.adjusted by the NATIONAL GEODETIC SURVEY
 LY0403.in June 1991.
 LY0403
 LY0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0403.GEOID18 height accuracy estimate available here.
 LY0403
 LY0403.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL527402(NAD 83)
 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
 LY0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0403.See file dsdata.pdf to determine how the superseded data were derived.
 LY0403
 LY0403_MARKER: DB = BENCH MARK DISK
 LY0403_SETTING: 80 = SET IN A BOULDER
 LY0403_STAMPING: 482.594 H 13 1933
 LY0403_MARK LOGO: CGS
 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             CGS
 LY0403  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0403
 LY0403                          STATION DESCRIPTION
 LY0403
 LY0403'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0358 ***********************************************************************
 LY0358  DESIGNATION -  H 14
 LY0358  PID         -  LY0358
 LY0358  STATE/COUNTY-  NJ/BERGEN
 LY0358  COUNTRY     -  US
 LY0358  USGS QUAD   -  RAMSEY (2019)
 LY0358
 LY0358                         *CURRENT SURVEY CONTROL
 LY0358  ______________________________________________________________________
 LY0358* NAD 83(1986) POSITION- 41 03 25.     (N) 074 08 29.     (W)   SCALED
 LY0358* NAVD 88 ORTHO HEIGHT -   105.720 (meters)      346.85  (feet) ADJUSTED
 LY0358  ______________________________________________________________________
 LY0358  GEOID HEIGHT    -        -31.978 (meters)                     GEOID18
 LY0358  DYNAMIC HEIGHT  -        105.677 (meters)      346.71  (feet) COMP
 LY0358  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 LY0358
 LY0358  VERT ORDER      -  FIRST     CLASS II
 LY0358
 LY0358.The horizontal coordinates were scaled from a map and have
 LY0358.an estimated accuracy of +/- 6 seconds.
 LY0358
 LY0358.The orthometric height was determined by differential leveling and
 LY0358.adjusted by the NATIONAL GEODETIC SURVEY
 LY0358.in June 1991.
 LY0358
 LY0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0358.GEOID18 height accuracy estimate available here.
 LY0358
 LY0358.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL721454(NAD 83)
 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
 LY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0358.See file dsdata.pdf to determine how the superseded data were derived.
 LY0358
 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 - November 19, 2008
 LY0358
 LY0358  HISTORY     - Date     Condition        Report By
 LY0358  HISTORY     - 1933     MONUMENTED       CGS
 LY0358  HISTORY     - 1934     GOOD             CGS
 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  HISTORY     - 20081119 GOOD             INDIV
 LY0358
 LY0358                          STATION DESCRIPTION
 LY0358
 LY0358'DESCRIBED BY COAST AND 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.
 LY0358
 LY0358                          STATION RECOVERY (2008)
 LY0358
 LY0358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TG)
 LY0358'THE RAMSEY JOURNAL BLD ADDRESS IS 2 EAST MAIN ST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3526 ***********************************************************************
 KV3526  DESIGNATION -  H 15 RESET
 KV3526  PID         -  KV3526
 KV3526  STATE/COUNTY-  NJ/WARREN
 KV3526  COUNTRY     -  US
 KV3526  USGS QUAD   -  HACKETTSTOWN (2016)
 KV3526
 KV3526                         *CURRENT SURVEY CONTROL
 KV3526  ______________________________________________________________________
 KV3526* NAD 83(2011) POSITION- 40 52 10.16031(N) 074 48 56.17980(W)   ADJUSTED
 KV3526* NAD 83(2011) ELLIP HT-   163.970 (meters)        (06/27/12)   ADJUSTED
 KV3526* NAD 83(2011) EPOCH   -  2010.00
 KV3526* NAVD 88 ORTHO HEIGHT -   197.03  (meters)      646.4   (feet) LEVELING
 KV3526  ______________________________________________________________________
 KV3526  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 KV3526  NAD 83(2011) X  -  1,265,159.492 (meters)                     COMP
 KV3526  NAD 83(2011) Y  - -4,661,578.238 (meters)                     COMP
 KV3526  NAD 83(2011) Z  -  4,151,581.217 (meters)                     COMP
 KV3526  LAPLACE CORR    -          4.08  (seconds)                    DEFLEC18
 KV3526  VERT ORDER      -  THIRD ?
 KV3526
 KV3526  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV3526  Standards:
 KV3526         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV3526            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV3526  -------------------------------------------------------------------
 KV3526  NETWORK    0.49   1.00           0.22   0.18   0.51      0.05654095
 KV3526  -------------------------------------------------------------------
 KV3526  Click here for local accuracies and other accuracy information.
 KV3526
 KV3526.The horizontal coordinates were established by GPS observations
 KV3526.and adjusted by the National Geodetic Survey in June 2012.
 KV3526
 KV3526.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV3526.been affixed to the stable North American tectonic plate. See 
 KV3526.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV3526
 KV3526.The horizontal coordinates are valid at the epoch date displayed above
 KV3526.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3526.GEOID18 height accuracy estimate available here.
 KV3526
 KV3526.Click photographs - Photos may exist for this station.
 KV3526
 KV3526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3526
 KV3526.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3526
 KV3526.The ellipsoidal height was determined by GPS observations
 KV3526.and is referenced to NAD 83.
 KV3526
 KV3526. The following values were computed from the NAD 83(2011) position.
 KV3526
 KV3526;                    North         East     Units Scale Factor Converg.
 KV3526;SPC NJ       -   226,103.363   123,396.805   MT  0.99990871   -0 12 23.5
 KV3526;SPC NJ       -   741,807.45    404,844.35   sFT  0.99990871   -0 12 23.5
 KV3526;UTM  18      - 4,524,285.625   515,538.413   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1553824285(NAD 83)
 KV3526
 KV3526                          SUPERSEDED SURVEY CONTROL
 KV3526
 KV3526  NAD 83(2007)-  40 52 10.16050(N)    074 48 56.18076(W) AD(2002.00) 0
 KV3526  ELLIP H (02/10/07)  163.982  (m)                       GP(2002.00)    
 KV3526  ELLIP H (10/23/02)  163.980  (m)                       GP(       ) 4 1
 KV3526  NAD 83(1996)-  40 52 10.16055(N)    074 48 56.18110(W) AD(       ) 1
 KV3526  ELLIP H (05/14/99)  163.972  (m)                       GP(       ) 4 1
 KV3526  NAD 83(1986)-  40 52 10.15971(N)    074 48 56.18220(W) AD(       ) 1
 KV3526  NGVD 29 (??/??/??)  197.26   (m)          647.2    (f) RESET       3  
 KV3526
 KV3526.Superseded values are not recommended for survey control.
 KV3526
 KV3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3526.See file dsdata.pdf to determine how the superseded data were derived.
 KV3526
 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 = JULY 24, 2026 22:12:30 EDT
 KV1700 ***********************************************************************
 KV1700  DESIGNATION -  H 18
 KV1700  PID         -  KV1700
 KV1700  STATE/COUNTY-  NJ/HUNTERDON
 KV1700  COUNTRY     -  US
 KV1700  USGS QUAD   -  FRENCHTOWN (2019)
 KV1700
 KV1700                         *CURRENT SURVEY CONTROL
 KV1700  ______________________________________________________________________
 KV1700* NAD 83(1986) POSITION- 40 34 29.     (N) 075 07 20.     (W)   SCALED
 KV1700* NAVD 88 ORTHO HEIGHT -    42.361 (meters)      138.98  (feet) ADJUSTED
 KV1700  ______________________________________________________________________
 KV1700  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 KV1700  DYNAMIC HEIGHT  -         42.341 (meters)      138.91  (feet) COMP
 KV1700  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 KV1700
 KV1700  VERT ORDER      -  SECOND    CLASS 0
 KV1700
 KV1700.The horizontal coordinates were scaled from a map and have
 KV1700.an estimated accuracy of +/- 6 seconds.
 KV1700
 KV1700.The orthometric height was determined by differential leveling and
 KV1700.adjusted by the NATIONAL GEODETIC SURVEY
 KV1700.in June 1991.
 KV1700
 KV1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1700.GEOID18 height accuracy estimate available here.
 KV1700
 KV1700.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK896915(NAD 83)
 KV1700
 KV1700                          SUPERSEDED SURVEY CONTROL
 KV1700
 KV1700  NGVD 29 (11/26/84)   42.622  (m)          139.84   (f) ADJUSTED    2 0
 KV1700
 KV1700.Superseded values are not recommended for survey control.
 KV1700
 KV1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1700.See file dsdata.pdf to determine how the superseded data were derived.
 KV1700
 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  HISTORY     - 20210729 MARK NOT FOUND   NJGS
 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.
 KV1700
 KV1700                          STATION RECOVERY (2021)
 KV1700
 KV1700'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1700'CONCRETE PIPE HAS BEEN REPLACED, CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6074 ***********************************************************************
 KV6074  DESIGNATION -  H 18 RESET
 KV6074  PID         -  KV6074
 KV6074  STATE/COUNTY-  NJ/HUNTERDON
 KV6074  COUNTRY     -  US
 KV6074  USGS QUAD   -  FRENCHTOWN (2019)
 KV6074
 KV6074                         *CURRENT SURVEY CONTROL
 KV6074  ______________________________________________________________________
 KV6074* NAD 83(1986) POSITION- 40 34 29.     (N) 075 07 20.     (W)   SCALED
 KV6074* NAVD 88 ORTHO HEIGHT -    41.063 (meters)      134.72  (feet) ADJUSTED
 KV6074  ______________________________________________________________________
 KV6074  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 KV6074  DYNAMIC HEIGHT  -         41.044 (meters)      134.66  (feet) COMP
 KV6074  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 KV6074
 KV6074  VERT ORDER      -  FIRST     CLASS I
 KV6074
 KV6074.The horizontal coordinates were scaled from a map and have
 KV6074.an estimated accuracy of +/- 6 seconds.
 KV6074
 KV6074.The orthometric height was determined by differential leveling and
 KV6074.adjusted by the NATIONAL GEODETIC SURVEY
 KV6074.in June 1991.
 KV6074
 KV6074.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6074.GEOID18 height accuracy estimate available here.
 KV6074
 KV6074.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK896915(NAD 83)
 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
 KV6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6074.See file dsdata.pdf to determine how the superseded data were derived.
 KV6074
 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 = JULY 24, 2026 22:12:30 EDT
 KV1393 ***********************************************************************
 KV1393  DESIGNATION -  H 19
 KV1393  PID         -  KV1393
 KV1393  STATE/COUNTY-  NJ/SOMERSET
 KV1393  COUNTRY     -  US
 KV1393  USGS QUAD   -  FLEMINGTON (2019)
 KV1393
 KV1393                         *CURRENT SURVEY CONTROL
 KV1393  ______________________________________________________________________
 KV1393* NAD 83(1986) POSITION- 40 30 25.     (N) 074 45 54.     (W)   SCALED
 KV1393* NAVD 88 ORTHO HEIGHT -    25.136 (meters)       82.47  (feet) ADJUSTED
 KV1393  ______________________________________________________________________
 KV1393  GEOID HEIGHT    -        -33.649 (meters)                     GEOID18
 KV1393  DYNAMIC HEIGHT  -         25.124 (meters)       82.43  (feet) COMP
 KV1393  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 KV1393
 KV1393  VERT ORDER      -  SECOND    CLASS 0
 KV1393
 KV1393.The horizontal coordinates were scaled from a map and have
 KV1393.an estimated accuracy of +/- 6 seconds.
 KV1393
 KV1393.The orthometric height was determined by differential leveling and
 KV1393.adjusted by the NATIONAL GEODETIC SURVEY
 KV1393.in June 1991.
 KV1393
 KV1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1393.GEOID18 height accuracy estimate available here.
 KV1393
 KV1393.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK199840(NAD 83)
 KV1393
 KV1393                          SUPERSEDED SURVEY CONTROL
 KV1393
 KV1393  NGVD 29 (11/26/84)   25.393  (m)           83.31   (f) ADJUSTED    2 0
 KV1393
 KV1393.Superseded values are not recommended for survey control.
 KV1393
 KV1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1393.See file dsdata.pdf to determine how the superseded data were derived.
 KV1393
 KV1393_MARKER: DB = BENCH MARK DISK
 KV1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1393_STAMPING: H 19 1935
 KV1393_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0981 ***********************************************************************
 KV0981  DESIGNATION -  H 2
 KV0981  PID         -  KV0981
 KV0981  STATE/COUNTY-  NJ/MIDDLESEX
 KV0981  COUNTRY     -  US
 KV0981  USGS QUAD   -  HIGHTSTOWN (2019)
 KV0981
 KV0981                         *CURRENT SURVEY CONTROL
 KV0981  ______________________________________________________________________
 KV0981* NAD 83(1986) POSITION- 40 22 07.     (N) 074 30 29.     (W)   SCALED
 KV0981* NAVD 88 ORTHO HEIGHT -    31.466 (meters)      103.23  (feet) POSTED
 KV0981  ______________________________________________________________________
 KV0981  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 KV0981  DYNAMIC HEIGHT  -         31.45  (meters)      103.2   (feet) COMP
 KV0981  MODELED GRAVITY -    980,185.7   (mgal)                       NAVD 88
 KV0981
 KV0981  VERT ORDER      -  * POSTED, SEE BELOW
 KV0981
 KV0981.The horizontal coordinates were scaled from a 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
 KV0981.* This is a POSTED BENCH MARK height.
 KV0981
 KV0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0981.GEOID18 height accuracy estimate available here.
 KV0981
 KV0981.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK417687(NAD 83)
 KV0981
 KV0981                          SUPERSEDED SURVEY CONTROL
 KV0981
 KV0981  NGVD 29 (11/26/84)   31.798  (m)          104.32   (f) ADJUSTED    1 2
 KV0981
 KV0981.Superseded values are not recommended for survey control.
 KV0981
 KV0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0981.See file dsdata.pdf to determine how the superseded data were derived.
 KV0981
 KV0981_MARKER: DB = BENCH MARK DISK
 KV0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0981_STAMPING: 104.324 H 2 1924
 KV0981_MARK LOGO: CGS
 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 (EBR)
 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 = JULY 24, 2026 22:12:30 EDT
 KV0675 ***********************************************************************
 KV0675  DESIGNATION -  H 20
 KV0675  PID         -  KV0675
 KV0675  STATE/COUNTY-  NJ/ESSEX
 KV0675  COUNTRY     -  US
 KV0675  USGS QUAD   -  ROSELLE (2019)
 KV0675
 KV0675                         *CURRENT SURVEY CONTROL
 KV0675  ______________________________________________________________________
 KV0675* NAD 83(1986) POSITION- 40 43 48.2    (N) 074 16 40.8    (W)   HD_HELD2
 KV0675* NAVD 88 ORTHO HEIGHT -    41.080 (meters)      134.78  (feet) ADJUSTED
 KV0675  ______________________________________________________________________
 KV0675  GEOID HEIGHT    -        -32.580 (meters)                     GEOID18
 KV0675  DYNAMIC HEIGHT  -         41.062 (meters)      134.72  (feet) COMP
 KV0675  MODELED GRAVITY -    980,198.9   (mgal)                       NAVD 88
 KV0675
 KV0675  VERT ORDER      -  SECOND    CLASS 0
 KV0675
 KV0675.The horizontal coordinates were established by autonomous hand held GPS
 KV0675.observations and have an estimated accuracy of +/- 10 meters.
 KV0675
 KV0675.The orthometric height was determined by differential leveling and
 KV0675.adjusted by the NATIONAL GEODETIC SURVEY
 KV0675.in June 1991.
 KV0675
 KV0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0675.GEOID18 height accuracy estimate available here.
 KV0675
 KV0675.Click photographs - Photos may exist for this station.
 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       -   210,597.      168,752.      MT  (+/- 10 meters HH2 GPS)
 KV0675
 KV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6096809042(NAD 83)
 KV0675
 KV0675                          SUPERSEDED SURVEY CONTROL
 KV0675
 KV0675  NGVD 29 (11/26/84)   41.393  (m)          135.80   (f) ADJUSTED    2 0
 KV0675
 KV0675.Superseded values are not recommended for survey control.
 KV0675
 KV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0675.See file dsdata.pdf to determine how the superseded data were derived.
 KV0675
 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 = JULY 24, 2026 22:12:30 EDT
 KV1606 ***********************************************************************
 KV1606  DESIGNATION -  H 22
 KV1606  PID         -  KV1606
 KV1606  STATE/COUNTY-  NJ/WARREN
 KV1606  COUNTRY     -  US
 KV1606  USGS QUAD   -  BELVIDERE (2019)
 KV1606
 KV1606                         *CURRENT SURVEY CONTROL
 KV1606  ______________________________________________________________________
 KV1606* NAD 83(1986) POSITION- 40 46 42.2    (N) 075 05 24.9    (W)   HD_HELD2
 KV1606* NAVD 88 ORTHO HEIGHT -   207.323 (meters)      680.19  (feet) ADJUSTED
 KV1606  ______________________________________________________________________
 KV1606  GEOID HEIGHT    -        -33.668 (meters)                     GEOID18
 KV1606  DYNAMIC HEIGHT  -        207.229 (meters)      679.88  (feet) COMP
 KV1606  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 KV1606
 KV1606  VERT ORDER      -  SECOND    CLASS 0
 KV1606
 KV1606.The horizontal coordinates were established by autonomous hand held GPS
 KV1606.observations and have an estimated accuracy of +/- 10 meters.
 KV1606
 KV1606.The orthometric height was determined by differential leveling and
 KV1606.adjusted by the NATIONAL GEODETIC SURVEY
 KV1606.in June 1991.
 KV1606
 KV1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1606.GEOID18 height accuracy estimate available here.
 KV1606
 KV1606.Click photographs - Photos may exist for this station.
 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       -   216,107.      100,178.      MT  (+/- 10 meters HH2 GPS)
 KV1606
 KV1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9238414160(NAD 83)
 KV1606
 KV1606                          SUPERSEDED SURVEY CONTROL
 KV1606
 KV1606  NGVD 29 (11/26/84)  207.542  (m)          680.91   (f) ADJUSTED    2 0
 KV1606
 KV1606.Superseded values are not recommended for survey control.
 KV1606
 KV1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1606.See file dsdata.pdf to determine how the superseded data were derived.
 KV1606
 KV1606_MARKER: DB = BENCH MARK DISK
 KV1606_SETTING: 7 = 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  HISTORY     - 20071123 GOOD             GEOCAC
 KV1606  HISTORY     - 20210211 MARK NOT FOUND   NJGS
 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.
 KV1606
 KV1606                          STATION RECOVERY (2007)
 KV1606
 KV1606'RECOVERY NOTE BY GEOCACHING 2007
 KV1606'THE STATION IS IN A PASTURE ENCLOSED WITH AN ELECTRIC FENCE.
 KV1606
 KV1606                          STATION RECOVERY (2021)
 KV1606
 KV1606'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1606'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1602 ***********************************************************************
 KV1602  DESIGNATION -  H 23
 KV1602  PID         -  KV1602
 KV1602  STATE/COUNTY-  NJ/WARREN
 KV1602  COUNTRY     -  US
 KV1602  USGS QUAD   -  BELVIDERE (2019)
 KV1602
 KV1602                         *CURRENT SURVEY CONTROL
 KV1602  ______________________________________________________________________
 KV1602* NAD 83(1986) POSITION- 40 51 12.     (N) 075 02 22.     (W)   SCALED
 KV1602* NAVD 88 ORTHO HEIGHT -   109.125 (meters)      358.02  (feet) ADJUSTED
 KV1602  ______________________________________________________________________
 KV1602  GEOID HEIGHT    -        -33.465 (meters)                     GEOID18
 KV1602  DYNAMIC HEIGHT  -        109.077 (meters)      357.86  (feet) COMP
 KV1602  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 KV1602
 KV1602  VERT ORDER      -  SECOND    CLASS 0
 KV1602
 KV1602.The horizontal coordinates were scaled from a map and have
 KV1602.an estimated accuracy of +/- 6 seconds.
 KV1602
 KV1602.The orthometric height was determined by differential leveling and
 KV1602.adjusted by the NATIONAL GEODETIC SURVEY
 KV1602.in June 1991.
 KV1602
 KV1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1602.GEOID18 height accuracy estimate available here.
 KV1602
 KV1602.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL966224(NAD 83)
 KV1602
 KV1602                          SUPERSEDED SURVEY CONTROL
 KV1602
 KV1602  NGVD 29 (11/26/84)  109.331  (m)          358.70   (f) ADJUSTED    2 0
 KV1602
 KV1602.Superseded values are not recommended for survey control.
 KV1602
 KV1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1602.See file dsdata.pdf to determine how the superseded data were derived.
 KV1602
 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 = JULY 24, 2026 22:12:30 EDT
 KV1331 ***********************************************************************
 KV1331  DESIGNATION -  H 24
 KV1331  PID         -  KV1331
 KV1331  STATE/COUNTY-  NJ/MORRIS
 KV1331  COUNTRY     -  US
 KV1331  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1331
 KV1331                         *CURRENT SURVEY CONTROL
 KV1331  ______________________________________________________________________
 KV1331* NAD 83(1986) POSITION- 40 47 51.     (N) 074 45 26.     (W)   SCALED
 KV1331* NAVD 88 ORTHO HEIGHT -   170.859 (meters)      560.56  (feet) ADJUSTED
 KV1331  ______________________________________________________________________
 KV1331  GEOID HEIGHT    -        -33.116 (meters)                     GEOID18
 KV1331  DYNAMIC HEIGHT  -        170.780 (meters)      560.30  (feet) COMP
 KV1331  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 KV1331
 KV1331  VERT ORDER      -  SECOND    CLASS 0
 KV1331
 KV1331.The horizontal coordinates were scaled from a map and have
 KV1331.an estimated accuracy of +/- 6 seconds.
 KV1331
 KV1331.The orthometric height was determined by differential leveling and
 KV1331.adjusted by the NATIONAL GEODETIC SURVEY
 KV1331.in June 1991.
 KV1331
 KV1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1331.GEOID18 height accuracy estimate available here.
 KV1331
 KV1331.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL204163(NAD 83)
 KV1331
 KV1331                          SUPERSEDED SURVEY CONTROL
 KV1331
 KV1331  NGVD 29 (11/26/84)  171.085  (m)          561.30   (f) ADJUSTED    2 0
 KV1331
 KV1331.Superseded values are not recommended for survey control.
 KV1331
 KV1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1331.See file dsdata.pdf to determine how the superseded data were derived.
 KV1331
 KV1331_MARKER: DB = BENCH MARK DISK
 KV1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1331_STAMPING: H 24 1942
 KV1331_MARK LOGO: CGS
 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  HISTORY     - 20191028 MARK NOT FOUND   NJGS
 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.
 KV1331
 KV1331                          STATION RECOVERY (2019)
 KV1331
 KV1331'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1331'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1286 ***********************************************************************
 KV1286  DESIGNATION -  H 25
 KV1286  PID         -  KV1286
 KV1286  STATE/COUNTY-  NJ/WARREN
 KV1286  COUNTRY     -  US
 KV1286  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1286
 KV1286                         *CURRENT SURVEY CONTROL
 KV1286  ______________________________________________________________________
 KV1286* NAD 83(1986) POSITION- 40 49 46.     (N) 074 51 38.     (W)   SCALED
 KV1286* NAVD 88 ORTHO HEIGHT -   173.860 (meters)      570.41  (feet) ADJUSTED
 KV1286  ______________________________________________________________________
 KV1286  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 KV1286  DYNAMIC HEIGHT  -        173.779 (meters)      570.14  (feet) COMP
 KV1286  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 KV1286
 KV1286  VERT ORDER      -  SECOND    CLASS 0
 KV1286
 KV1286.The horizontal coordinates were scaled from a map and have
 KV1286.an estimated accuracy of +/- 6 seconds.
 KV1286
 KV1286.The orthometric height was determined by differential leveling and
 KV1286.adjusted by the NATIONAL GEODETIC SURVEY
 KV1286.in June 1991.
 KV1286
 KV1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1286.GEOID18 height accuracy estimate available here.
 KV1286
 KV1286.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL117198(NAD 83)
 KV1286
 KV1286                          SUPERSEDED SURVEY CONTROL
 KV1286
 KV1286  NGVD 29 (11/26/84)  174.079  (m)          571.12   (f) ADJUSTED    2 0
 KV1286
 KV1286.Superseded values are not recommended for survey control.
 KV1286
 KV1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1286.See file dsdata.pdf to determine how the superseded data were derived.
 KV1286
 KV1286_MARKER: DB = BENCH MARK DISK
 KV1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1286_STAMPING: H 25 1942
 KV1286_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1177 ***********************************************************************
 KV1177  DESIGNATION -  H 26
 KV1177  PID         -  KV1177
 KV1177  STATE/COUNTY-  NJ/SOMERSET
 KV1177  COUNTRY     -  US
 KV1177  USGS QUAD   -  BOUND BROOK (2019)
 KV1177
 KV1177                         *CURRENT SURVEY CONTROL
 KV1177  ______________________________________________________________________
 KV1177* NAD 83(1986) POSITION- 40 33 48.37   (N) 074 36 06.59   (W)   HD_HELD1
 KV1177* NAVD 88 ORTHO HEIGHT -    20.876 (meters)       68.49  (feet) ADJUSTED
 KV1177  ______________________________________________________________________
 KV1177  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 KV1177  DYNAMIC HEIGHT  -         20.867 (meters)       68.46  (feet) COMP
 KV1177  MODELED GRAVITY -    980,173.8   (mgal)                       NAVD 88
 KV1177
 KV1177  VERT ORDER      -  FIRST     CLASS II
 KV1177
 KV1177.The horizontal coordinates were determined by differentially corrected
 KV1177.hand held GPS observations or other comparable positioning techniques
 KV1177.and have an estimated accuracy of +/- 3 meters.
 KV1177
 KV1177.The orthometric height was determined by differential leveling and
 KV1177.adjusted by the NATIONAL GEODETIC SURVEY
 KV1177.in June 1991.
 KV1177
 KV1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1177.GEOID18 height accuracy estimate available here.
 KV1177
 KV1177.Click photographs - Photos may exist for this station.
 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       -   192,077.1     141,377.0     MT  (+/- 3 meters HH1 GPS) 
 KV1177
 KV1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3370690372(NAD 83)
 KV1177
 KV1177                          SUPERSEDED SURVEY CONTROL
 KV1177
 KV1177  NGVD 29 (01/10/92)   21.151  (m)           69.39   (f) ADJUSTED    1 2
 KV1177  NGVD 29 (??/??/87)   21.151  (m)           69.39   (f) SUPERSEDED  1 2
 KV1177
 KV1177.Superseded values are not recommended for survey control.
 KV1177
 KV1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1177.See file dsdata.pdf to determine how the superseded data were derived.
 KV1177
 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_MARK LOGO: CGS
 KV1177_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1177+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2019
 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  HISTORY     - 20090430 GOOD             INDIV
 KV1177  HISTORY     - 20191021 GOOD             NJGS
 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.
 KV1177
 KV1177                          STATION RECOVERY (2009)
 KV1177
 KV1177'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DJP)
 KV1177'RECOVERED AS DESCRIBED
 KV1177
 KV1177                          STATION RECOVERY (2019)
 KV1177
 KV1177'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 KV1177'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO PROXIMITY TO RAILROAD TRACKS.
 KV1177'NEED PERMISSION FROM RAILROAD AUTHORITIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1358 ***********************************************************************
 KV1358  DESIGNATION -  H 27
 KV1358  PID         -  KV1358
 KV1358  STATE/COUNTY-  NJ/HUNTERDON
 KV1358  COUNTRY     -  US
 KV1358  USGS QUAD   -  PITTSTOWN (2019)
 KV1358
 KV1358                         *CURRENT SURVEY CONTROL
 KV1358  ______________________________________________________________________
 KV1358* NAD 83(1986) POSITION- 40 33 24.     (N) 074 58 52.     (W)   SCALED
 KV1358* NAVD 88 ORTHO HEIGHT -   166.216 (meters)      545.33  (feet) ADJUSTED
 KV1358  ______________________________________________________________________
 KV1358  GEOID HEIGHT    -        -33.931 (meters)                     GEOID18
 KV1358  DYNAMIC HEIGHT  -        166.136 (meters)      545.06  (feet) COMP
 KV1358  MODELED GRAVITY -    980,139.0   (mgal)                       NAVD 88
 KV1358
 KV1358  VERT ORDER      -  SECOND    CLASS 0
 KV1358
 KV1358.The horizontal coordinates were scaled from a map and have
 KV1358.an estimated accuracy of +/- 6 seconds.
 KV1358
 KV1358.The orthometric height was determined by differential leveling and
 KV1358.adjusted by the NATIONAL GEODETIC SURVEY
 KV1358.in June 1991.
 KV1358
 KV1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1358.GEOID18 height accuracy estimate available here.
 KV1358
 KV1358.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK015895(NAD 83)
 KV1358
 KV1358                          SUPERSEDED SURVEY CONTROL
 KV1358
 KV1358  NGVD 29 (11/26/84)  166.465  (m)          546.14   (f) ADJUSTED    2 0
 KV1358
 KV1358.Superseded values are not recommended for survey control.
 KV1358
 KV1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1358.See file dsdata.pdf to determine how the superseded data were derived.
 KV1358
 KV1358_MARKER: DB = BENCH MARK DISK
 KV1358_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV6487 ***********************************************************************
 KV6487  DESIGNATION -  H 3 NY
 KV6487  PID         -  KV6487
 KV6487  STATE/COUNTY-  NJ/UNION
 KV6487  COUNTRY     -  US
 KV6487  USGS QUAD   -  ELIZABETH (2016)
 KV6487
 KV6487                         *CURRENT SURVEY CONTROL
 KV6487  ______________________________________________________________________
 KV6487* NAD 83(1996) POSITION- 40 38 51.70998(N) 074 10 18.21004(W)   ADJUSTED
 KV6487* NAVD 88 ORTHO HEIGHT -     1.9   (meters)        6.    (feet) VERTCON3
 KV6487  ______________________________________________________________________
 KV6487  GEOID HEIGHT    -        -32.317 (meters)                     GEOID18
 KV6487  LAPLACE CORR    -          5.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6487.GEOID18 height accuracy estimate available here.
 KV6487
 KV6487.Click photographs - Photos may exist for this station.
 KV6487
 KV6487.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6487
 KV6487. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000477  x   0.99990948  =   0.99991425
 KV6487!SPC NY L     -   1.00000477  x   1.00000111  =   1.00000588
 KV6487!UTM  18      -   1.00000477  x   0.99966036  =   0.99966513
 KV6487
 KV6487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7002999979(NAD 83)
 KV6487
 KV6487                          SUPERSEDED SURVEY CONTROL
 KV6487
 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
 KV6487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6487.See file dsdata.pdf to determine how the superseded data were derived.
 KV6487
 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 = JULY 24, 2026 22:12:30 EDT
 LY0771 ***********************************************************************
 LY0771  DESIGNATION -  H 30
 LY0771  PID         -  LY0771
 LY0771  STATE/COUNTY-  NJ/SUSSEX
 LY0771  COUNTRY     -  US
 LY0771  USGS QUAD   -  NEWTON WEST (2019)
 LY0771
 LY0771                         *CURRENT SURVEY CONTROL
 LY0771  ______________________________________________________________________
 LY0771* NAD 83(1986) POSITION- 41 03 52.     (N) 074 51 10.     (W)   SCALED
 LY0771* NAVD 88 ORTHO HEIGHT -   147.711 (meters)      484.62  (feet) ADJUSTED
 LY0771  ______________________________________________________________________
 LY0771  GEOID HEIGHT    -        -32.861 (meters)                     GEOID18
 LY0771  DYNAMIC HEIGHT  -        147.646 (meters)      484.40  (feet) COMP
 LY0771  MODELED GRAVITY -    980,181.5   (mgal)                       NAVD 88
 LY0771
 LY0771  VERT ORDER      -  SECOND    CLASS 0
 LY0771
 LY0771.The horizontal coordinates were scaled from a map and have
 LY0771.an estimated accuracy of +/- 6 seconds.
 LY0771
 LY0771.The orthometric height was determined by differential leveling and
 LY0771.adjusted by the NATIONAL GEODETIC SURVEY
 LY0771.in June 1991.
 LY0771
 LY0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0771.GEOID18 height accuracy estimate available here.
 LY0771
 LY0771.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL123459(NAD 83)
 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
 LY0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0771.See file dsdata.pdf to determine how the superseded data were derived.
 LY0771
 LY0771_MARKER: DB = BENCH MARK DISK
 LY0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0771_STAMPING: H 30 1942
 LY0771_MARK LOGO: CGS
 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  HISTORY     - 20220318 MARK NOT FOUND   PROFLN
 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.
 LY0771
 LY0771                          STATION RECOVERY (2022)
 LY0771
 LY0771'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 LY0771'SEARCHED FOR, NOT FOUND.  DEED RECORDS WERE INVESTIGATED WITH THE
 LY0771'LOCAL HISTORICAL SOCIETY, BUT THAT RESEARCH WAS NOT SUCCESSFUL IN
 LY0771'FINDING THE MARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0480 ***********************************************************************
 LY0480  DESIGNATION -  H 31
 LY0480  PID         -  LY0480
 LY0480  STATE/COUNTY-  NJ/PASSAIC
 LY0480  COUNTRY     -  US
 LY0480  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY0480
 LY0480                         *CURRENT SURVEY CONTROL
 LY0480  ______________________________________________________________________
 LY0480* NAD 83(1986) POSITION- 41 07 38.     (N) 074 17 11.     (W)   SCALED
 LY0480* NAVD 88 ORTHO HEIGHT -   141.475 (meters)      464.16  (feet) ADJUSTED
 LY0480  ______________________________________________________________________
 LY0480  GEOID HEIGHT    -        -32.126 (meters)                     GEOID18
 LY0480  DYNAMIC HEIGHT  -        141.417 (meters)      463.97  (feet) COMP
 LY0480  MODELED GRAVITY -    980,212.1   (mgal)                       NAVD 88
 LY0480
 LY0480  VERT ORDER      -  SECOND    CLASS 0
 LY0480
 LY0480.The horizontal coordinates were scaled from a map and have
 LY0480.an estimated accuracy of +/- 6 seconds.
 LY0480
 LY0480.The orthometric height was determined by differential leveling and
 LY0480.adjusted by the NATIONAL GEODETIC SURVEY
 LY0480.in June 1991.
 LY0480
 LY0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0480.GEOID18 height accuracy estimate available here.
 LY0480
 LY0480.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL599531(NAD 83)
 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
 LY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0480.See file dsdata.pdf to determine how the superseded data were derived.
 LY0480
 LY0480_MARKER: DB = BENCH MARK DISK
 LY0480_SETTING: 66 = SET IN 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             CGS
 LY0480  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 LY0480
 LY0480                          STATION DESCRIPTION
 LY0480
 LY0480'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0497 ***********************************************************************
 LY0497  DESIGNATION -  H 32
 LY0497  PID         -  LY0497
 LY0497  STATE/COUNTY-  NJ/SUSSEX
 LY0497  COUNTRY     -  US
 LY0497  USGS QUAD   -  WAWAYANDA (2019)
 LY0497
 LY0497                         *CURRENT SURVEY CONTROL
 LY0497  ______________________________________________________________________
 LY0497* NAD 83(1986) POSITION- 41 12 40.     (N) 074 29 21.     (W)   SCALED
 LY0497* NAVD 88 ORTHO HEIGHT -   121.654 (meters)      399.13  (feet) ADJUSTED
 LY0497  ______________________________________________________________________
 LY0497  GEOID HEIGHT    -        -32.317 (meters)                     GEOID18
 LY0497  DYNAMIC HEIGHT  -        121.603 (meters)      398.96  (feet) COMP
 LY0497  MODELED GRAVITY -    980,207.0   (mgal)                       NAVD 88
 LY0497
 LY0497  VERT ORDER      -  SECOND    CLASS 0
 LY0497
 LY0497.The horizontal coordinates were scaled from a map and have
 LY0497.an estimated accuracy of +/- 6 seconds.
 LY0497
 LY0497.The orthometric height was determined by differential leveling and
 LY0497.adjusted by the NATIONAL GEODETIC SURVEY
 LY0497.in June 1991.
 LY0497
 LY0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0497.GEOID18 height accuracy estimate available here.
 LY0497
 LY0497.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL428623(NAD 83)
 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
 LY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0497.See file dsdata.pdf to determine how the superseded data were derived.
 LY0497
 LY0497_MARKER: DB = BENCH MARK DISK
 LY0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0497_SP_SET: BRIDGE
 LY0497_STAMPING: H 32 1942
 LY0497_MARK LOGO: CGS
 LY0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0497+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2021
 LY0497
 LY0497  HISTORY     - Date     Condition        Report By
 LY0497  HISTORY     - 1942     MONUMENTED       CGS
 LY0497  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY0497  HISTORY     - 20210917 SEE DESCRIPTION  NJGS
 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.
 LY0497
 LY0497                          STATION RECOVERY (2021)
 LY0497
 LY0497'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY0497'APPEARS BRIDGE HAS BEEN REMOVED, UNUSABLE FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0464 ***********************************************************************
 LY0464  DESIGNATION -  H 33
 LY0464  PID         -  LY0464
 LY0464  STATE/COUNTY-  NJ/PASSAIC
 LY0464  COUNTRY     -  US
 LY0464  USGS QUAD   -  WANAQUE (2019)
 LY0464
 LY0464                         *CURRENT SURVEY CONTROL
 LY0464  ______________________________________________________________________
 LY0464* NAD 83(1986) POSITION- 41 00 26.     (N) 074 16 32.     (W)   SCALED
 LY0464* NAVD 88 ORTHO HEIGHT -    64.918 (meters)      212.99  (feet) ADJUSTED
 LY0464  ______________________________________________________________________
 LY0464  GEOID HEIGHT    -        -32.270 (meters)                     GEOID18
 LY0464  DYNAMIC HEIGHT  -         64.891 (meters)      212.90  (feet) COMP
 LY0464  MODELED GRAVITY -    980,213.7   (mgal)                       NAVD 88
 LY0464
 LY0464  VERT ORDER      -  SECOND    CLASS 0
 LY0464
 LY0464.The horizontal coordinates were scaled from a map and have
 LY0464.an estimated accuracy of +/- 6 seconds.
 LY0464
 LY0464.The orthometric height was determined by differential leveling and
 LY0464.adjusted by the NATIONAL GEODETIC SURVEY
 LY0464.in June 1991.
 LY0464
 LY0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0464.GEOID18 height accuracy estimate available here.
 LY0464
 LY0464.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL609398(NAD 83)
 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
 LY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0464.See file dsdata.pdf to determine how the superseded data were derived.
 LY0464
 LY0464_MARKER: DB = BENCH MARK DISK
 LY0464_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LY0464+WITH SETTING: PAVEMENT
 LY0464_SP_SET: LAMP POST BASE
 LY0464_STAMPING: H 33 1942
 LY0464_MARK LOGO: CGS
 LY0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0464+STABILITY: SURFACE MOTION
 LY0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0464+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2021
 LY0464
 LY0464  HISTORY     - Date     Condition        Report By
 LY0464  HISTORY     - 1942     MONUMENTED       CGS
 LY0464  HISTORY     - 20210902 SEE DESCRIPTION  NJGS
 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.
 LY0464
 LY0464                          STATION RECOVERY (2021)
 LY0464
 LY0464'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 LY0464'BRIDGE HAS BEEN REPLACED, NOT SUITABLE FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0839 ***********************************************************************
 LY0839  DESIGNATION -  H 34
 LY0839  PID         -  LY0839
 LY0839  STATE/COUNTY-  NJ/SUSSEX
 LY0839  COUNTRY     -  US
 LY0839  USGS QUAD   -  BRANCHVILLE (2019)
 LY0839
 LY0839                         *CURRENT SURVEY CONTROL
 LY0839  ______________________________________________________________________
 LY0839* NAD 83(1986) POSITION- 41 08 04.     (N) 074 42 35.     (W)   SCALED
 LY0839* NAVD 88 ORTHO HEIGHT -   150.168 (meters)      492.68  (feet) ADJUSTED
 LY0839  ______________________________________________________________________
 LY0839  GEOID HEIGHT    -        -32.613 (meters)                     GEOID18
 LY0839  DYNAMIC HEIGHT  -        150.104 (meters)      492.47  (feet) COMP
 LY0839  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 LY0839
 LY0839  VERT ORDER      -  SECOND    CLASS 0
 LY0839
 LY0839.The horizontal coordinates were scaled from a map and have
 LY0839.an estimated accuracy of +/- 6 seconds.
 LY0839
 LY0839.The orthometric height was determined by differential leveling and
 LY0839.adjusted by the NATIONAL GEODETIC SURVEY
 LY0839.in June 1991.
 LY0839
 LY0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0839.GEOID18 height accuracy estimate available here.
 LY0839
 LY0839.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL243537(NAD 83)
 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
 LY0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0839.See file dsdata.pdf to determine how the superseded data were derived.
 LY0839
 LY0839_MARKER: DB = BENCH MARK DISK
 LY0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0839_STAMPING: H 34 1942
 LY0839_MARK LOGO: CGS
 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  HISTORY     - 20231101 MARK NOT FOUND   NJGS
 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.
 LY0839
 LY0839                          STATION RECOVERY (2023)
 LY0839
 LY0839'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 LY0839'RAILROAD HAS BEEN REPLACED BY A PIPELINE.  AREA HAS BEEN REGRADED AND
 LY0839'MONUMENT IS CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0806 ***********************************************************************
 LY0806  DESIGNATION -  H 35
 LY0806  PID         -  LY0806
 LY0806  STATE/COUNTY-  NJ/SUSSEX
 LY0806  COUNTRY     -  US
 LY0806  USGS QUAD   -  BRANCHVILLE (2019)
 LY0806
 LY0806                         *CURRENT SURVEY CONTROL
 LY0806  ______________________________________________________________________
 LY0806* NAD 83(1986) POSITION- 41 08 25.4    (N) 074 44 35.4    (W)   HD_HELD2
 LY0806* NAVD 88 ORTHO HEIGHT -   165.107 (meters)      541.69  (feet) ADJUSTED
 LY0806  ______________________________________________________________________
 LY0806  GEOID HEIGHT    -        -32.623 (meters)                     GEOID18
 LY0806  DYNAMIC HEIGHT  -        165.036 (meters)      541.46  (feet) COMP
 LY0806  MODELED GRAVITY -    980,188.6   (mgal)                       NAVD 88
 LY0806
 LY0806  VERT ORDER      -  SECOND    CLASS 0
 LY0806
 LY0806.The horizontal coordinates were established by autonomous hand held GPS
 LY0806.observations and have an estimated accuracy of +/- 10 meters.
 LY0806
 LY0806.The orthometric height was determined by differential leveling and
 LY0806.adjusted by the NATIONAL GEODETIC SURVEY
 LY0806.in June 1991.
 LY0806
 LY0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0806.GEOID18 height accuracy estimate available here.
 LY0806
 LY0806.Click photographs - Photos may exist for this station.
 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       -   256,165.      129,587.      MT  (+/- 10 meters HH2 GPS)
 LY0806
 LY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2155454373(NAD 83)
 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
 LY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0806.See file dsdata.pdf to determine how the superseded data were derived.
 LY0806
 LY0806_MARKER: DB = BENCH MARK DISK
 LY0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0806_SP_SET: BRIDGE
 LY0806_STAMPING: H 35 1942
 LY0806_MARK LOGO: CGS
 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  HISTORY     - 20120904 MARK NOT FOUND   AEROME
 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.
 LY0806
 LY0806                          STATION RECOVERY (2012)
 LY0806
 LY0806'RECOVERY NOTE BY AERO METRIC INC 2012 (MB)
 LY0806'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0725 ***********************************************************************
 KV0725  DESIGNATION -  H 36
 KV0725  PID         -  KV0725
 KV0725  STATE/COUNTY-  NJ/MONMOUTH
 KV0725  COUNTRY     -  US
 KV0725  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0725
 KV0725                         *CURRENT SURVEY CONTROL
 KV0725  ______________________________________________________________________
 KV0725* NAD 83(1986) POSITION- 40 24 41.     (N) 074 02 38.     (W)   SCALED
 KV0725* NAVD 88 ORTHO HEIGHT -     3.580 (meters)       11.75  (feet) ADJUSTED
 KV0725  ______________________________________________________________________
 KV0725  GEOID HEIGHT    -        -32.464 (meters)                     GEOID18
 KV0725  DYNAMIC HEIGHT  -          3.578 (meters)       11.74  (feet) COMP
 KV0725  MODELED GRAVITY -    980,204.9   (mgal)                       NAVD 88
 KV0725
 KV0725  VERT ORDER      -  FIRST     CLASS II
 KV0725
 KV0725.The horizontal coordinates were scaled from a map and have
 KV0725.an estimated accuracy of +/- 6 seconds.
 KV0725
 KV0725.The orthometric height was determined by differential leveling and
 KV0725.adjusted by the NATIONAL GEODETIC SURVEY
 KV0725.in June 1991.
 KV0725
 KV0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0725.GEOID18 height accuracy estimate available here.
 KV0725
 KV0725.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK811738(NAD 83)
 KV0725
 KV0725                          SUPERSEDED SURVEY CONTROL
 KV0725
 KV0725  NGVD 29 (04/16/92)    3.902  (m)           12.80   (f) ADJUSTED    1 2
 KV0725  NGVD 29 (??/??/87)    3.945  (m)           12.94   (f) SUPERSEDED  1 2
 KV0725
 KV0725.Superseded values are not recommended for survey control.
 KV0725
 KV0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0725.See file dsdata.pdf to determine how the superseded data were derived.
 KV0725
 KV0725_MARKER: DB = BENCH MARK DISK
 KV0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0725_SP_SET: BUILDING
 KV0725_STAMPING: H 36 1952
 KV0725_MARK LOGO: CGS
 KV0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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  HISTORY     - 20171003 MARK NOT FOUND   NJGS
 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.
 KV0725
 KV0725                          STATION RECOVERY (2017)
 KV0725
 KV0725'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KV0725'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
 KV0725'
 KV0725'VISITED THE PLANT AND SEARCHED WITHIN THE FILTER PLANT WHERE ORIGINAL
 KV0725'WALL WAS LOCATED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0207 ***********************************************************************
 KV0207  DESIGNATION -  H 37
 KV0207  PID         -  KV0207
 KV0207  STATE/COUNTY-  NJ/MIDDLESEX
 KV0207  COUNTRY     -  US
 KV0207  USGS QUAD   -  ARTHUR KILL (2019)
 KV0207
 KV0207                         *CURRENT SURVEY CONTROL
 KV0207  ______________________________________________________________________
 KV0207* NAD 83(1986) POSITION- 40 34 24.     (N) 074 13 17.     (W)   SCALED
 KV0207* NAVD 88 ORTHO HEIGHT -     8.338 (meters)       27.36  (feet) ADJUSTED
 KV0207  ______________________________________________________________________
 KV0207  GEOID HEIGHT    -        -32.425 (meters)                     GEOID18
 KV0207  DYNAMIC HEIGHT  -          8.334 (meters)       27.34  (feet) COMP
 KV0207  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 KV0207
 KV0207  VERT ORDER      -  FIRST     CLASS II
 KV0207
 KV0207.The horizontal coordinates were scaled from a map and have
 KV0207.an estimated accuracy of +/- 6 seconds.
 KV0207
 KV0207.The orthometric height was determined by differential leveling and
 KV0207.adjusted by the NATIONAL GEODETIC SURVEY
 KV0207.in June 1991.
 KV0207
 KV0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0207.GEOID18 height accuracy estimate available here.
 KV0207
 KV0207.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK659916(NAD 83)
 KV0207
 KV0207                          SUPERSEDED SURVEY CONTROL
 KV0207
 KV0207  NGVD 29 (04/16/92)    8.657  (m)           28.40   (f) ADJUSTED    1 2
 KV0207  NGVD 29 (??/??/87)    8.678  (m)           28.47   (f) SUPERSEDED  1 2
 KV0207
 KV0207.Superseded values are not recommended for survey control.
 KV0207
 KV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0207.See file dsdata.pdf to determine how the superseded data were derived.
 KV0207
 KV0207_MARKER: DB = BENCH MARK DISK
 KV0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0207_SP_SET: BUILDING
 KV0207_STAMPING: H 37 1952
 KV0207_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0201 ***********************************************************************
 KV0201  DESIGNATION -  H 38
 KV0201  PID         -  KV0201
 KV0201  STATE/COUNTY-  NJ/MIDDLESEX
 KV0201  COUNTRY     -  US
 KV0201  USGS QUAD   -  PERTH AMBOY (2016)
 KV0201
 KV0201                         *CURRENT SURVEY CONTROL
 KV0201  ______________________________________________________________________
 KV0201* NAD 83(1986) POSITION- 40 33 17.9    (N) 074 16 38.5    (W)   HD_HELD2
 KV0201* NAVD 88 ORTHO HEIGHT -     5.469 (meters)       17.94  (feet) ADJUSTED
 KV0201  ______________________________________________________________________
 KV0201  GEOID HEIGHT    -        -32.548 (meters)                     GEOID18
 KV0201  DYNAMIC HEIGHT  -          5.466 (meters)       17.93  (feet) COMP
 KV0201  MODELED GRAVITY -    980,214.7   (mgal)                       NAVD 88
 KV0201
 KV0201  VERT ORDER      -  FIRST     CLASS II
 KV0201
 KV0201.The horizontal coordinates were established by autonomous hand held GPS
 KV0201.observations and have an estimated accuracy of +/- 10 meters.
 KV0201
 KV0201.The orthometric height was determined by differential leveling and
 KV0201.adjusted by the NATIONAL GEODETIC SURVEY
 KV0201.in June 1991.
 KV0201
 KV0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0201.GEOID18 height accuracy estimate available here.
 KV0201
 KV0201.Click photographs - Photos may exist for this station.
 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       -   191,156.      168,855.      MT  (+/- 10 meters HH2 GPS)
 KV0201
 KV0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6118289607(NAD 83)
 KV0201
 KV0201                          SUPERSEDED SURVEY CONTROL
 KV0201
 KV0201  NGVD 29 (04/16/92)    5.782  (m)           18.97   (f) ADJUSTED    1 2
 KV0201  NGVD 29 (??/??/87)    5.811  (m)           19.06   (f) SUPERSEDED  1 2
 KV0201
 KV0201.Superseded values are not recommended for survey control.
 KV0201
 KV0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0201.See file dsdata.pdf to determine how the superseded data were derived.
 KV0201
 KV0201_MARKER: DB = BENCH MARK DISK
 KV0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0201_SP_SET: ABUTMENT
 KV0201_STAMPING: H 38 1952
 KV0201_MARK LOGO: CGS
 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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DF7154 ***********************************************************************
 DF7154  DESIGNATION -  H 39 RESET
 DF7154  PID         -  DF7154
 DF7154  STATE/COUNTY-  NJ/MORRIS
 DF7154  COUNTRY     -  US
 DF7154  USGS QUAD   -  MORRISTOWN (2016)
 DF7154
 DF7154                         *CURRENT SURVEY CONTROL
 DF7154  ______________________________________________________________________
 DF7154* NAD 83(1986) POSITION- 40 47 05.     (N) 074 25 53.     (W)   SCALED
 DF7154* NAVD 88 ORTHO HEIGHT -    77.304 (meters)      253.62  (feet) ADJUSTED
 DF7154  ______________________________________________________________________
 DF7154  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 DF7154  DYNAMIC HEIGHT  -         77.271 (meters)      253.51  (feet) COMP
 DF7154  MODELED GRAVITY -    980,189.6   (mgal)                       NAVD 88
 DF7154
 DF7154  VERT ORDER      -  SECOND    CLASS II
 DF7154
 DF7154.The horizontal coordinates were scaled from a map and have
 DF7154.an estimated accuracy of +/- 6 seconds.
 DF7154
 DF7154.The orthometric height was determined by differential leveling and
 DF7154.adjusted by the NATIONAL GEODETIC SURVEY
 DF7154.in March 2005.
 DF7154
 DF7154.No vertical observational check was made to the station.
 DF7154
 DF7154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7154.GEOID18 height accuracy estimate available here.
 DF7154
 DF7154.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL479150(NAD 83)
 DF7154
 DF7154                          SUPERSEDED SURVEY CONTROL
 DF7154
 DF7154.No superseded survey control is available for this station.
 DF7154
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1620 ***********************************************************************
 KU1620  DESIGNATION -  H 40
 KU1620  PID         -  KU1620
 KU1620  STATE/COUNTY-  NJ/BERGEN
 KU1620  COUNTRY     -  US
 KU1620  USGS QUAD   -  YONKERS (2019)
 KU1620
 KU1620                         *CURRENT SURVEY CONTROL
 KU1620  ______________________________________________________________________
 KU1620* NAD 83(1986) POSITION- 40 56 29.     (N) 073 55 22.     (W)   SCALED
 KU1620* NAVD 88 ORTHO HEIGHT -   137.863 (meters)      452.31  (feet) ADJUSTED
 KU1620  ______________________________________________________________________
 KU1620  GEOID HEIGHT    -        -31.396 (meters)                     GEOID18
 KU1620  DYNAMIC HEIGHT  -        137.813 (meters)      452.14  (feet) COMP
 KU1620  MODELED GRAVITY -    980,260.8   (mgal)                       NAVD 88
 KU1620
 KU1620  VERT ORDER      -  SECOND    CLASS 0
 KU1620
 KU1620.The horizontal coordinates were scaled from a map and have
 KU1620.an estimated accuracy of +/- 6 seconds.
 KU1620
 KU1620.The orthometric height was determined by differential leveling and
 KU1620.adjusted by the NATIONAL GEODETIC SURVEY
 KU1620.in June 1991.
 KU1620
 KU1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1620.GEOID18 height accuracy estimate available here.
 KU1620
 KU1620.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL906328(NAD 83)
 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
 KU1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1620.See file dsdata.pdf to determine how the superseded data were derived.
 KU1620
 KU1620_MARKER: DB = BENCH MARK DISK
 KU1620_SETTING: 80 = SET IN A BOULDER
 KU1620_STAMPING: H 40 1956
 KU1620_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1094 ***********************************************************************
 KV1094  DESIGNATION -  H 41
 KV1094  PID         -  KV1094
 KV1094  STATE/COUNTY-  NJ/MERCER
 KV1094  COUNTRY     -  US
 KV1094  USGS QUAD   -  PENNINGTON (2019)
 KV1094
 KV1094                         *CURRENT SURVEY CONTROL
 KV1094  ______________________________________________________________________
 KV1094* NAD 83(1986) POSITION- 40 15 39.     (N) 074 50 38.     (W)   SCALED
 KV1094* NAVD 88 ORTHO HEIGHT -    29.963 (meters)       98.30  (feet) ADJUSTED
 KV1094  ______________________________________________________________________
 KV1094  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 KV1094  DYNAMIC HEIGHT  -         29.949 (meters)       98.26  (feet) COMP
 KV1094  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 KV1094
 KV1094  VERT ORDER      -  FIRST     CLASS I
 KV1094
 KV1094.The horizontal coordinates were scaled from a map and have
 KV1094.an estimated accuracy of +/- 6 seconds.
 KV1094
 KV1094.The orthometric height was determined by differential leveling and
 KV1094.adjusted by the NATIONAL GEODETIC SURVEY
 KV1094.in June 1991.
 KV1094
 KV1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1094.GEOID18 height accuracy estimate available here.
 KV1094
 KV1094.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK132567(NAD 83)
 KV1094
 KV1094                          SUPERSEDED SURVEY CONTROL
 KV1094
 KV1094  NGVD 29 (01/10/92)   30.265  (m)           99.29   (f) ADJUSTED    1 1
 KV1094  NGVD 29 (??/??/87)   30.265  (m)           99.29   (f) SUPERSEDED  1 1
 KV1094
 KV1094.Superseded values are not recommended for survey control.
 KV1094
 KV1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1094.See file dsdata.pdf to determine how the superseded data were derived.
 KV1094
 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 = JULY 24, 2026 22:12:30 EDT
 JU0457 ***********************************************************************
 JU0457  DESIGNATION -  H 53
 JU0457  PID         -  JU0457
 JU0457  STATE/COUNTY-  NJ/CAPE MAY
 JU0457  COUNTRY     -  US
 JU0457  USGS QUAD   -  STONE HARBOR (2019)
 JU0457
 JU0457                         *CURRENT SURVEY CONTROL
 JU0457  ______________________________________________________________________
 JU0457* NAD 83(1986) POSITION- 39 02 34.     (N) 074 50 45.     (W)   SCALED
 JU0457* NAVD 88 ORTHO HEIGHT -     6.050 (meters)       19.85  (feet) ADJUSTED
 JU0457  ______________________________________________________________________
 JU0457  GEOID HEIGHT    -        -35.289 (meters)                     GEOID18
 JU0457  DYNAMIC HEIGHT  -          6.047 (meters)       19.84  (feet) COMP
 JU0457  MODELED GRAVITY -    980,060.4   (mgal)                       NAVD 88
 JU0457
 JU0457  VERT ORDER      -  FIRST     CLASS II
 JU0457
 JU0457.The horizontal coordinates were scaled from a map and have
 JU0457.an estimated accuracy of +/- 6 seconds.
 JU0457
 JU0457.The orthometric height was determined by differential leveling and
 JU0457.adjusted by the NATIONAL GEODETIC SURVEY
 JU0457.in June 1991.
 JU0457
 JU0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0457.GEOID18 height accuracy estimate available here.
 JU0457
 JU0457.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ133215(NAD 83)
 JU0457
 JU0457                          SUPERSEDED SURVEY CONTROL
 JU0457
 JU0457  NGVD 29 (04/16/92)    6.455  (m)           21.18   (f) ADJUSTED    1 2
 JU0457  NGVD 29 (01/10/92)    6.455  (m)           21.18   (f) SUPERSEDED  1 2
 JU0457  NGVD 29 (??/??/87)    6.459  (m)           21.19   (f) SUPERSEDED  1 2
 JU0457
 JU0457.Superseded values are not recommended for survey control.
 JU0457
 JU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0457.See file dsdata.pdf to determine how the superseded data were derived.
 JU0457
 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  HISTORY     - 20081014 GOOD             GEOCAC
 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.
 JU0457
 JU0457                          STATION RECOVERY (2008)
 JU0457
 JU0457'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 JU0457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4453 ***********************************************************************
 KV4453  DESIGNATION -  H 53 NY
 KV4453  PID         -  KV4453
 KV4453  STATE/COUNTY-  NJ/HUDSON
 KV4453  COUNTRY     -  US
 KV4453  USGS QUAD   -  JERSEY CITY (2019)
 KV4453
 KV4453                         *CURRENT SURVEY CONTROL
 KV4453  ______________________________________________________________________
 KV4453* NAD 83(1996) POSITION- 40 40 33.21814(N) 074 03 33.35736(W)   ADJUSTED
 KV4453* NAVD 88 ORTHO HEIGHT -     2.0   (meters)        7.    (feet) VERTCON3
 KV4453  ______________________________________________________________________
 KV4453  GEOID HEIGHT    -        -32.025 (meters)                     GEOID18
 KV4453  LAPLACE CORR    -          4.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4453.GEOID18 height accuracy estimate available here.
 KV4453
 KV4453.Click photographs - Photos may exist for this station.
 KV4453
 KV4453.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4453
 KV4453. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000472  x   0.99991708  =   0.99992180
 KV4453!SPC NY L     -   1.00000472  x   0.99999950  =   1.00000422
 KV4453!UTM  18      -   1.00000472  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7950403204(NAD 83)
 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 33.21775(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
 KV4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4453.See file dsdata.pdf to determine how the superseded data were derived.
 KV4453
 KV4453_MARKER: DD = SURVEY DISK
 KV4453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV4453_SP_SET: PIER
 KV4453_STAMPING: H 53 NY 1980
 KV4453_MARK LOGO: NOS
 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       NOS
 KV4453
 KV4453                          STATION DESCRIPTION
 KV4453
 KV4453'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 KV0885 ***********************************************************************
 KV0885  DESIGNATION -  H 54
 KV0885  PID         -  KV0885
 KV0885  STATE/COUNTY-  NJ/MONMOUTH
 KV0885  COUNTRY     -  US
 KV0885  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0885
 KV0885                         *CURRENT SURVEY CONTROL
 KV0885  ______________________________________________________________________
 KV0885* NAD 83(1986) POSITION- 40 19 50.     (N) 074 04 30.     (W)   SCALED
 KV0885* NAVD 88 ORTHO HEIGHT -    23.308 (meters)       76.47  (feet) ADJUSTED
 KV0885  ______________________________________________________________________
 KV0885  GEOID HEIGHT    -        -32.520 (meters)                     GEOID18
 KV0885  DYNAMIC HEIGHT  -         23.298 (meters)       76.44  (feet) COMP
 KV0885  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 KV0885
 KV0885  VERT ORDER      -  SECOND    CLASS 0
 KV0885
 KV0885.The horizontal coordinates were scaled from a map and have
 KV0885.an estimated accuracy of +/- 6 seconds.
 KV0885
 KV0885.The orthometric height was determined by differential leveling and
 KV0885.adjusted by the NATIONAL GEODETIC SURVEY
 KV0885.in June 1991.
 KV0885
 KV0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0885.GEOID18 height accuracy estimate available here.
 KV0885
 KV0885.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK785648(NAD 83)
 KV0885
 KV0885                          SUPERSEDED SURVEY CONTROL
 KV0885
 KV0885  NGVD 29 (04/16/92)   23.628  (m)           77.52   (f) ADJUSTED    2 0
 KV0885  NGVD 29 (??/??/87)   23.669  (m)           77.65   (f) SUPERSEDED  2 0
 KV0885
 KV0885.Superseded values are not recommended for survey control.
 KV0885
 KV0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0885.See file dsdata.pdf to determine how the superseded data were derived.
 KV0885
 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 = JULY 24, 2026 22:12:30 EDT
 JU0231 ***********************************************************************
 JU0231  DESIGNATION -  H 55
 JU0231  PID         -  JU0231
 JU0231  STATE/COUNTY-  NJ/OCEAN
 JU0231  COUNTRY     -  US
 JU0231  USGS QUAD   -  TUCKERTON (2019)
 JU0231
 JU0231                         *CURRENT SURVEY CONTROL
 JU0231  ______________________________________________________________________
 JU0231* NAD 83(1986) POSITION- 39 35 13.     (N) 074 20 45.     (W)   SCALED
 JU0231* NAVD 88 ORTHO HEIGHT -     2.726 (meters)        8.94  (feet) ADJUSTED
 JU0231  ______________________________________________________________________
 JU0231  GEOID HEIGHT    -        -33.534 (meters)                     GEOID18
 JU0231  DYNAMIC HEIGHT  -          2.725 (meters)        8.94  (feet) COMP
 JU0231  MODELED GRAVITY -    980,150.4   (mgal)                       NAVD 88
 JU0231
 JU0231  VERT ORDER      -  SECOND    CLASS 0
 JU0231
 JU0231.The horizontal coordinates were scaled from a map and have
 JU0231.an estimated accuracy of +/- 6 seconds.
 JU0231
 JU0231.The orthometric height was determined by differential leveling and
 JU0231.adjusted by the NATIONAL GEODETIC SURVEY
 JU0231.in June 1991.
 JU0231
 JU0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0231.GEOID18 height accuracy estimate available here.
 JU0231
 JU0231.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ561821(NAD 83)
 JU0231
 JU0231                          SUPERSEDED SURVEY CONTROL
 JU0231
 JU0231  NGVD 29 (11/26/84)    3.113  (m)           10.21   (f) ADJUSTED    2 0
 JU0231
 JU0231.Superseded values are not recommended for survey control.
 JU0231
 JU0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0231.See file dsdata.pdf to determine how the superseded data were derived.
 JU0231
 JU0231_MARKER: DB = BENCH MARK DISK
 JU0231_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV4452 ***********************************************************************
 KV4452  DESIGNATION -  H 55 NY
 KV4452  PID         -  KV4452
 KV4452  STATE/COUNTY-  NJ/HUDSON
 KV4452  COUNTRY     -  US
 KV4452  USGS QUAD   -  JERSEY CITY (2019)
 KV4452
 KV4452                         *CURRENT SURVEY CONTROL
 KV4452  ______________________________________________________________________
 KV4452* NAD 83(1996) POSITION- 40 41 18.93899(N) 074 02 38.32809(W)   ADJUSTED
 KV4452* NAVD 88 ORTHO HEIGHT -     3.4   (meters)       11.    (feet) VERTCON3
 KV4452  ______________________________________________________________________
 KV4452  GEOID HEIGHT    -        -31.976 (meters)                     GEOID18
 KV4452  LAPLACE CORR    -          4.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4452.GEOID18 height accuracy estimate available here.
 KV4452
 KV4452.Click photographs - Photos may exist for this station.
 KV4452
 KV4452.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4452
 KV4452. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968481
 KV4452
 KV4452:                Primary Azimuth Mark                     Grid Az
 KV4452:SPC NJ       -  H 57 NY                                  060 54 59.8
 KV4452:SPC NY L     -  H 57 NY                                  061 14 33.7
 KV4452:UTM  18      -  H 57 NY                                  060 35 26.2
 KV4452
 KV4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8078004628(NAD 83)
 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 18.93870(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
 KV4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4452.See file dsdata.pdf to determine how the superseded data were derived.
 KV4452
 KV4452_MARKER: DD = SURVEY DISK
 KV4452_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV4452_SP_SET: WALKWAY
 KV4452_STAMPING: H 55 NY 1980
 KV4452_MARK LOGO: NOS
 KV4452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4452
 KV4452  HISTORY     - Date     Condition        Report By
 KV4452  HISTORY     - 1980     MONUMENTED       NOS
 KV4452  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 KV4452
 KV4452                          STATION DESCRIPTION
 KV4452
 KV4452'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 JU0471 ***********************************************************************
 JU0471  DESIGNATION -  H 56
 JU0471  PID         -  JU0471
 JU0471  STATE/COUNTY-  NJ/ATLANTIC
 JU0471  COUNTRY     -  US
 JU0471  USGS QUAD   -  OCEAN CITY (2019)
 JU0471
 JU0471                         *CURRENT SURVEY CONTROL
 JU0471  ______________________________________________________________________
 JU0471* NAD 83(1986) POSITION- 39 20 03.     (N) 074 30 34.     (W)   SCALED
 JU0471* NAVD 88 ORTHO HEIGHT -     2.982 (meters)        9.78  (feet) ADJUSTED
 JU0471  ______________________________________________________________________
 JU0471  GEOID HEIGHT    -        -34.450 (meters)                     GEOID18
 JU0471  DYNAMIC HEIGHT  -          2.980 (meters)        9.78  (feet) COMP
 JU0471  MODELED GRAVITY -    980,105.6   (mgal)                       NAVD 88
 JU0471
 JU0471  VERT ORDER      -  FIRST     CLASS II
 JU0471
 JU0471.The horizontal coordinates were scaled from a map and have
 JU0471.an estimated accuracy of +/- 6 seconds.
 JU0471
 JU0471.The orthometric height was determined by differential leveling and
 JU0471.adjusted by the NATIONAL GEODETIC SURVEY
 JU0471.in March 2005.
 JU0471
 JU0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0471.GEOID18 height accuracy estimate available here.
 JU0471
 JU0471.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ422539(NAD 83)
 JU0471
 JU0471                          SUPERSEDED SURVEY CONTROL
 JU0471
 JU0471  NAVD 88 (06/15/91)    2.979  (m)            9.77   (f) SUPERSEDED  2 0
 JU0471  NGVD 29 (04/16/92)    3.373  (m)           11.07   (f) ADJUSTED    2 0
 JU0471  NGVD 29 (??/??/87)    3.374  (m)           11.07   (f) SUPERSEDED  2 0
 JU0471
 JU0471.Superseded values are not recommended for survey control.
 JU0471
 JU0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0471.See file dsdata.pdf to determine how the superseded data were derived.
 JU0471
 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 = JULY 24, 2026 22:12:30 EDT
 JU0948 ***********************************************************************
 JU0948  DESIGNATION -  H 57
 JU0948  PID         -  JU0948
 JU0948  STATE/COUNTY-  NJ/CUMBERLAND
 JU0948  COUNTRY     -  US
 JU0948  USGS QUAD   -  SHILOH (2019)
 JU0948
 JU0948                         *CURRENT SURVEY CONTROL
 JU0948  ______________________________________________________________________
 JU0948* NAD 83(1986) POSITION- 39 26 11.     (N) 075 15 32.     (W)   SCALED
 JU0948* NAVD 88 ORTHO HEIGHT -    26.041 (meters)       85.44  (feet) ADJUSTED
 JU0948  ______________________________________________________________________
 JU0948  GEOID HEIGHT    -        -33.796 (meters)                     GEOID18
 JU0948  DYNAMIC HEIGHT  -         26.028 (meters)       85.39  (feet) COMP
 JU0948  MODELED GRAVITY -    980,119.4   (mgal)                       NAVD 88
 JU0948
 JU0948  VERT ORDER      -  FIRST     CLASS II
 JU0948
 JU0948.The horizontal coordinates were scaled from a map and have
 JU0948.an estimated accuracy of +/- 6 seconds.
 JU0948
 JU0948.The orthometric height was determined by differential leveling and
 JU0948.adjusted by the NATIONAL GEODETIC SURVEY
 JU0948.in June 1991.
 JU0948
 JU0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0948.GEOID18 height accuracy estimate available here.
 JU0948
 JU0948.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ777652(NAD 83)
 JU0948
 JU0948                          SUPERSEDED SURVEY CONTROL
 JU0948
 JU0948  NGVD 29 (04/16/92)   26.347  (m)           86.44   (f) ADJUSTED    1 2
 JU0948  NGVD 29 (01/10/92)   26.347  (m)           86.44   (f) SUPERSEDED  1 2
 JU0948  NGVD 29 (??/??/87)   26.412  (m)           86.65   (f) SUPERSEDED  1 2
 JU0948
 JU0948.Superseded values are not recommended for survey control.
 JU0948
 JU0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0948.See file dsdata.pdf to determine how the superseded data were derived.
 JU0948
 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_MARK LOGO: CGS
 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  HISTORY     - 20110414 MARK NOT FOUND   NJGS
 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.
 JU0948
 JU0948                          STATION RECOVERY (2011)
 JU0948
 JU0948'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0948'THE HOUSE AND OTHER TIES MENTIONED IN THE ORIGINAL 1961 DESCRIPTION
 JU0948'HAVE BEEN RECONSTRUCTED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0416 ***********************************************************************
 JU0416  DESIGNATION -  H 58
 JU0416  PID         -  JU0416
 JU0416  STATE/COUNTY-  NJ/CAPE MAY
 JU0416  COUNTRY     -  US
 JU0416  USGS QUAD   -  STONE HARBOR (2019)
 JU0416
 JU0416                         *CURRENT SURVEY CONTROL
 JU0416  ______________________________________________________________________
 JU0416* NAD 83(1986) POSITION- 39 06 04.     (N) 074 48 38.     (W)   SCALED
 JU0416* NAVD 88 ORTHO HEIGHT -     4.154 (meters)       13.63  (feet) ADJUSTED
 JU0416  ______________________________________________________________________
 JU0416  GEOID HEIGHT    -        -35.133 (meters)                     GEOID18
 JU0416  DYNAMIC HEIGHT  -          4.152 (meters)       13.62  (feet) COMP
 JU0416  MODELED GRAVITY -    980,068.5   (mgal)                       NAVD 88
 JU0416
 JU0416  VERT ORDER      -  FIRST     CLASS II
 JU0416
 JU0416.The horizontal coordinates were scaled from a map and have
 JU0416.an estimated accuracy of +/- 6 seconds.
 JU0416
 JU0416.The orthometric height was determined by differential leveling and
 JU0416.adjusted by the NATIONAL GEODETIC SURVEY
 JU0416.in June 1991.
 JU0416
 JU0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0416.GEOID18 height accuracy estimate available here.
 JU0416
 JU0416.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ163280(NAD 83)
 JU0416
 JU0416                          SUPERSEDED SURVEY CONTROL
 JU0416
 JU0416  NGVD 29 (04/16/92)    4.552  (m)           14.93   (f) ADJUSTED    1 2
 JU0416  NGVD 29 (01/10/92)    4.552  (m)           14.93   (f) SUPERSEDED  1 2
 JU0416  NGVD 29 (??/??/87)    4.552  (m)           14.93   (f) SUPERSEDED  1 2
 JU0416
 JU0416.Superseded values are not recommended for survey control.
 JU0416
 JU0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0416.See file dsdata.pdf to determine how the superseded data were derived.
 JU0416
 JU0416_MARKER: DB = BENCH MARK DISK
 JU0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0416_STAMPING: H 58 1961
 JU0416_MARK LOGO: CGS
 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  HISTORY     - 20080617 MARK NOT FOUND   UE
 JU0416  HISTORY     - 20081105 MARK NOT FOUND   NJGS
 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.
 JU0416
 JU0416                          STATION RECOVERY (2008)
 JU0416
 JU0416'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0416'ROUTE 9 SOUTHBOUND NORTH OF THE INTERSECTION WITH CREST HAVEN ROAD HAD
 JU0416'BEEN WIDENED TO THREE LANES, WELL BEYOND THE 25 FEET NORTHWEST OF THE
 JU0416'CENTERLINE AS DESCRIBED IN THE DATASHEET.
 JU0416
 JU0416                          STATION RECOVERY (2008)
 JU0416
 JU0416'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 JU0416'ROADS HAVE BEEN WIDENED AND REALIGNED. MARK MAY BE PAVED OVER.  NOT
 JU0416'FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0997 ***********************************************************************
 JU0997  DESIGNATION -  H 59
 JU0997  PID         -  JU0997
 JU0997  STATE/COUNTY-  NJ/CUMBERLAND
 JU0997  COUNTRY     -  US
 JU0997  USGS QUAD   -  DIVIDING CREEK (2019)
 JU0997
 JU0997                         *CURRENT SURVEY CONTROL
 JU0997  ______________________________________________________________________
 JU0997* NAD 83(1986) POSITION- 39 22 27.     (N) 075 05 02.     (W)   SCALED
 JU0997* NAVD 88 ORTHO HEIGHT -    23.171 (meters)       76.02  (feet) ADJUSTED
 JU0997  ______________________________________________________________________
 JU0997  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 JU0997  DYNAMIC HEIGHT  -         23.160 (meters)       75.98  (feet) COMP
 JU0997  MODELED GRAVITY -    980,120.0   (mgal)                       NAVD 88
 JU0997
 JU0997  VERT ORDER      -  SECOND    CLASS 0
 JU0997
 JU0997.The horizontal coordinates were scaled from a map and have
 JU0997.an estimated accuracy of +/- 6 seconds.
 JU0997
 JU0997.The orthometric height was determined by differential leveling and
 JU0997.adjusted by the NATIONAL GEODETIC SURVEY
 JU0997.in June 1991.
 JU0997
 JU0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0997.GEOID18 height accuracy estimate available here.
 JU0997
 JU0997.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ927583(NAD 83)
 JU0997
 JU0997                          SUPERSEDED SURVEY CONTROL
 JU0997
 JU0997  NGVD 29 (04/16/92)   23.502  (m)           77.11   (f) ADJUSTED    2 0
 JU0997  NGVD 29 (??/??/87)   23.572  (m)           77.34   (f) SUPERSEDED  2 0
 JU0997
 JU0997.Superseded values are not recommended for survey control.
 JU0997
 JU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0997.See file dsdata.pdf to determine how the superseded data were derived.
 JU0997
 JU0997_STAMPING: H 59 1961
 JU0997
 JU0997  HISTORY     - Date     Condition        Report By
 JU0997  HISTORY     - 1961     MONUMENTED       CGS
 JU0997  HISTORY     - 19950129 GOOD             USPSQD
 JU0997  HISTORY     - 20200319 MARK NOT FOUND   NJGS
 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.
 JU0997
 JU0997                          STATION RECOVERY (2020)
 JU0997
 JU0997'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU0997'MOST LIKELY STATION HAS BEEN REMOVED.  ROAD AND POLE TIES SEEM CORRECT
 JU0997'BUT FENCE HAS BEEN MOVED AWAY FROM ROAD AND A PERIMETER FENCE ROAD
 JU0997'ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0457 ***********************************************************************
 KV0457  DESIGNATION -  H 62
 KV0457  PID         -  KV0457
 KV0457  STATE/COUNTY-  NJ/HUDSON
 KV0457  COUNTRY     -  US
 KV0457  USGS QUAD   -  WEEHAWKEN (2016)
 KV0457
 KV0457                         *CURRENT SURVEY CONTROL
 KV0457  ______________________________________________________________________
 KV0457* NAD 83(1986) POSITION- 40 45 01.6    (N) 074 03 42.9    (W)   HD_HELD2
 KV0457* NAVD 88 ORTHO HEIGHT -     2.657 (meters)        8.72  (feet) ADJUSTED
 KV0457  ______________________________________________________________________
 KV0457  GEOID HEIGHT    -        -31.982 (meters)                     GEOID18
 KV0457  DYNAMIC HEIGHT  -          2.656 (meters)        8.71  (feet) COMP
 KV0457  MODELED GRAVITY -    980,241.1   (mgal)                       NAVD 88
 KV0457
 KV0457  VERT ORDER      -  SECOND    CLASS 0
 KV0457
 KV0457.The horizontal coordinates were established by autonomous hand held GPS
 KV0457.observations and have an estimated accuracy of +/- 10 meters.
 KV0457
 KV0457.The orthometric height was determined by differential leveling and
 KV0457.adjusted by the NATIONAL GEODETIC SURVEY
 KV0457.in June 1991.
 KV0457
 KV0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0457.GEOID18 height accuracy estimate available here.
 KV0457
 KV0457.Click photographs - Photos may exist for this station.
 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       -   212,929.      186,993.      MT  (+/- 10 meters HH2 GPS)
 KV0457
 KV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7919111477(NAD 83)
 KV0457
 KV0457                          SUPERSEDED SURVEY CONTROL
 KV0457
 KV0457  NGVD 29 (11/26/84)    3.000  (m)            9.84   (f) ADJUSTED    2 0
 KV0457
 KV0457.Superseded values are not recommended for survey control.
 KV0457
 KV0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0457.See file dsdata.pdf to determine how the superseded data were derived.
 KV0457
 KV0457_MARKER: DB = BENCH MARK DISK
 KV0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0457_SP_SET: BRIDGE
 KV0457_STAMPING: H 62 1962
 KV0457_MARK LOGO: CGS
 KV0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0457+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2016
 KV0457
 KV0457  HISTORY     - Date     Condition        Report By
 KV0457  HISTORY     - 1962     MONUMENTED       CGS
 KV0457  HISTORY     - 1989     GOOD             USPSQD
 KV0457  HISTORY     - 20061012 GOOD             INDIV
 KV0457  HISTORY     - 20140619 GOOD             JCLS
 KV0457  HISTORY     - 20160104 GOOD             JMT
 KV0457  HISTORY     - 20160318 GOOD             JMTMD
 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.
 KV0457
 KV0457                          STATION RECOVERY (2006)
 KV0457
 KV0457'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LUD)
 KV0457'DESCRIPTION ADEQUATE
 KV0457
 KV0457                          STATION RECOVERY (2014)
 KV0457
 KV0457'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 KV0457'RECOVERED IN GOOD CONDITION.
 KV0457
 KV0457                          STATION RECOVERY (2016)
 KV0457
 KV0457'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2016 (ES)
 KV0457'RECOVERED IN GOOD CONDITION.
 KV0457
 KV0457                          STATION RECOVERY (2016)
 KV0457
 KV0457'RECOVERY NOTE BY JMT ENGINEERING 2016 (EAS)
 KV0457'USED TO CHECK RTN(KEYNET)
 KV0457'N 698601.5 E 613486.6 Z 8.8
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0707 ***********************************************************************
 JU0707  DESIGNATION -  H 63
 JU0707  PID         -  JU0707
 JU0707  STATE/COUNTY-  NJ/CAMDEN
 JU0707  COUNTRY     -  US
 JU0707  USGS QUAD   -  CAMDEN (2019)
 JU0707
 JU0707                         *CURRENT SURVEY CONTROL
 JU0707  ______________________________________________________________________
 JU0707* NAD 83(1986) POSITION- 39 52 32.1    (N) 075 03 06.3    (W)   HD_HELD2
 JU0707* NAVD 88 ORTHO HEIGHT -    19.554 (meters)       64.15  (feet) ADJUSTED
 JU0707  ______________________________________________________________________
 JU0707  GEOID HEIGHT    -        -32.832 (meters)                     GEOID18
 JU0707  DYNAMIC HEIGHT  -         19.546 (meters)       64.13  (feet) COMP
 JU0707  MODELED GRAVITY -    980,184.5   (mgal)                       NAVD 88
 JU0707
 JU0707  VERT ORDER      -  FIRST     CLASS II
 JU0707
 JU0707.The horizontal coordinates were established by autonomous hand held GPS
 JU0707.observations and have an estimated accuracy of +/- 10 meters.
 JU0707
 JU0707.The orthometric height was determined by differential leveling and
 JU0707.adjusted by the NATIONAL GEODETIC SURVEY
 JU0707.in June 2007.
 JU0707
 JU0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0707.GEOID18 height accuracy estimate available here.
 JU0707
 JU0707.Click photographs - Photos may exist for this station.
 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       -   115,847.      102,803.      MT  (+/- 10 meters HH2 GPS)
 JU0707
 JU0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9557413949(NAD 83)
 JU0707
 JU0707                          SUPERSEDED SURVEY CONTROL
 JU0707
 JU0707  NAVD 88 (06/15/91)   19.573  (m)           64.22   (f) SUPERSEDED  1 1
 JU0707  NGVD 29 (11/26/84)   19.920  (m)           65.35   (f) ADJUSTED    1 1
 JU0707
 JU0707.Superseded values are not recommended for survey control.
 JU0707
 JU0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0707.See file dsdata.pdf to determine how the superseded data were derived.
 JU0707
 JU0707_MARKER: DB = BENCH MARK DISK
 JU0707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0707_SP_SET: OVERPASS COLUMN
 JU0707_STAMPING: H 63 1963
 JU0707_MARK LOGO: CGS
 JU0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0707+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 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  HISTORY     - 20050829 GOOD             NJGS
 JU0707  HISTORY     - 20080627 GOOD             UE
 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.
 JU0707
 JU0707                          STATION RECOVERY (2005)
 JU0707
 JU0707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 JU0707'THE STATION IS LOCATED IN BARRINGTON, SET VERTICALLY IN THE WEST FACE
 JU0707'OF THE SOUTH  BRIDGE COLUMN OF THE I-295 BRIDGE SPANNING THE RAILROAD
 JU0707'BETWEEN THE ROAD AND RAILROAD  TRACKS, ABOUT 0.15 MI (0.24 KM) NORTH
 JU0707'OF CLEMENTS BRIDGE ROAD (COUNTY 573)  AT THE RAILROAD  CROSSING GRADE
 JU0707'IN BARRINGTON.
 JU0707
 JU0707                          STATION RECOVERY (2008)
 JU0707
 JU0707'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0536 ***********************************************************************
 JU0536  DESIGNATION -  H 64
 JU0536  PID         -  JU0536
 JU0536  STATE/COUNTY-  NJ/ATLANTIC
 JU0536  COUNTRY     -  US
 JU0536  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0536
 JU0536                         *CURRENT SURVEY CONTROL
 JU0536  ______________________________________________________________________
 JU0536* NAD 83(1986) POSITION- 39 25 54.     (N) 074 30 45.     (W)   SCALED
 JU0536* NAVD 88 ORTHO HEIGHT -     8.744 (meters)       28.69  (feet) ADJUSTED
 JU0536  ______________________________________________________________________
 JU0536  GEOID HEIGHT    -        -34.006 (meters)                     GEOID18
 JU0536  DYNAMIC HEIGHT  -          8.740 (meters)       28.67  (feet) COMP
 JU0536  MODELED GRAVITY -    980,121.3   (mgal)                       NAVD 88
 JU0536
 JU0536  VERT ORDER      -  FIRST     CLASS I
 JU0536
 JU0536.The horizontal coordinates were scaled from a map and have
 JU0536.an estimated accuracy of +/- 6 seconds.
 JU0536
 JU0536.The orthometric height was determined by differential leveling and
 JU0536.adjusted by the NATIONAL GEODETIC SURVEY
 JU0536.in June 1991.
 JU0536
 JU0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0536.GEOID18 height accuracy estimate available here.
 JU0536
 JU0536.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ419647(NAD 83)
 JU0536
 JU0536                          SUPERSEDED SURVEY CONTROL
 JU0536
 JU0536  NGVD 29 (11/26/84)    9.133  (m)           29.96   (f) ADJUSTED    1 1
 JU0536
 JU0536.Superseded values are not recommended for survey control.
 JU0536
 JU0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0536.See file dsdata.pdf to determine how the superseded data were derived.
 JU0536
 JU0536_MARKER: DB = BENCH MARK DISK
 JU0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0536_SP_SET: OVERPASS
 JU0536_STAMPING: H 64 1963
 JU0536_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0359 ***********************************************************************
 JU0359  DESIGNATION -  H 65
 JU0359  PID         -  JU0359
 JU0359  STATE/COUNTY-  NJ/ATLANTIC
 JU0359  COUNTRY     -  US
 JU0359  USGS QUAD   -  OCEAN CITY (2019)
 JU0359
 JU0359                         *CURRENT SURVEY CONTROL
 JU0359  ______________________________________________________________________
 JU0359* NAD 83(1986) POSITION- 39 18 56.8    (N) 074 35 47.8    (W)   HD_HELD2
 JU0359* NAVD 88 ORTHO HEIGHT -    10.647 (meters)       34.93  (feet) ADJUSTED
 JU0359  ______________________________________________________________________
 JU0359  GEOID HEIGHT    -        -34.442 (meters)                     GEOID18
 JU0359  DYNAMIC HEIGHT  -         10.642 (meters)       34.91  (feet) COMP
 JU0359  MODELED GRAVITY -    980,104.9   (mgal)                       NAVD 88
 JU0359
 JU0359  VERT ORDER      -  FIRST     CLASS II
 JU0359
 JU0359.The horizontal coordinates were established by autonomous hand held GPS
 JU0359.observations and have an estimated accuracy of +/- 10 meters.
 JU0359
 JU0359.The orthometric height was determined by differential leveling and
 JU0359.adjusted by the NATIONAL GEODETIC SURVEY
 JU0359.in June 2018.
 JU0359
 JU0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0359.GEOID18 height accuracy estimate available here.
 JU0359
 JU0359.Click photographs - Photos may exist for this station.
 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       -    53,559.      141,669.      MT  (+/- 10 meters HH2 GPS)
 JU0359
 JU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3477451897(NAD 83)
 JU0359
 JU0359                          SUPERSEDED SURVEY CONTROL
 JU0359
 JU0359  NAVD 88 (06/15/91)   10.650  (m)           34.94   (f) SUPERSEDED  1 1
 JU0359  NGVD 29 (04/16/92)   11.044  (m)           36.23   (f) ADJUSTED    1 1
 JU0359  NGVD 29 (01/10/92)   11.044  (m)           36.23   (f) SUPERSEDED  1 1
 JU0359  NGVD 29 (??/??/87)   11.044  (m)           36.23   (f) SUPERSEDED  1 1
 JU0359
 JU0359.Superseded values are not recommended for survey control.
 JU0359
 JU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0359.See file dsdata.pdf to determine how the superseded data were derived.
 JU0359
 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 - August 25, 2017
 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  HISTORY     - 20130701 GOOD             INDIV
 JU0359  HISTORY     - 20170825 GOOD             NJGS
 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.
 JU0359
 JU0359                          STATION RECOVERY (2013)
 JU0359
 JU0359'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 JU0359'AN AIR CONDITIONING UNIT SURROUNDED BY A CHAIN LINK FENCE HAS BEEN
 JU0359'PLACED IN FRONT OF THE STATION.  STATION CAN STILL BE OBSERVED THROUGH
 JU0359'THE FENCE.
 JU0359
 JU0359                          STATION RECOVERY (2017)
 JU0359
 JU0359'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0359'RECOVERED IN GOOD CONDITION.
 JU0359'
 JU0359'NOTE-THE STATION IS SET VERTICALLY IN THE WALL BEHIND AN AIR
 JU0359'CONDITIONING UNIT BEHIND A THE LOCKED ENCLOSURE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0106 ***********************************************************************
 JU0106  DESIGNATION -  H 66
 JU0106  PID         -  JU0106
 JU0106  STATE/COUNTY-  NJ/BURLINGTON
 JU0106  COUNTRY     -  US
 JU0106  USGS QUAD   -  NEW GRETNA (2019)
 JU0106
 JU0106                         *CURRENT SURVEY CONTROL
 JU0106  ______________________________________________________________________
 JU0106* NAD 83(1986) POSITION- 39 35 43.     (N) 074 24 31.     (W)   SCALED
 JU0106* NAVD 88 ORTHO HEIGHT -     3.820 (meters)       12.53  (feet) ADJUSTED
 JU0106  ______________________________________________________________________
 JU0106  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 JU0106  DYNAMIC HEIGHT  -          3.818 (meters)       12.53  (feet) COMP
 JU0106  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 JU0106
 JU0106  VERT ORDER      -  FIRST     CLASS I
 JU0106
 JU0106.The horizontal coordinates were scaled from a map and have
 JU0106.an estimated accuracy of +/- 6 seconds.
 JU0106
 JU0106.The orthometric height was determined by differential leveling and
 JU0106.adjusted by the NATIONAL GEODETIC SURVEY
 JU0106.in June 1991.
 JU0106
 JU0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0106.GEOID18 height accuracy estimate available here.
 JU0106
 JU0106.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ507830(NAD 83)
 JU0106
 JU0106                          SUPERSEDED SURVEY CONTROL
 JU0106
 JU0106  NGVD 29 (04/16/92)    4.208  (m)           13.81   (f) ADJUSTED    1 1
 JU0106  NGVD 29 (01/10/92)    4.208  (m)           13.81   (f) SUPERSEDED  1 1
 JU0106  NGVD 29 (??/??/87)    4.208  (m)           13.81   (f) SUPERSEDED  1 1
 JU0106
 JU0106.Superseded values are not recommended for survey control.
 JU0106
 JU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0106.See file dsdata.pdf to determine how the superseded data were derived.
 JU0106
 JU0106_MARKER: DB = BENCH MARK DISK
 JU0106_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0105 ***********************************************************************
 JU0105  DESIGNATION -  H 67
 JU0105  PID         -  JU0105
 JU0105  STATE/COUNTY-  NJ/BURLINGTON
 JU0105  COUNTRY     -  US
 JU0105  USGS QUAD   -  NEW GRETNA (2019)
 JU0105
 JU0105                         *CURRENT SURVEY CONTROL
 JU0105  ______________________________________________________________________
 JU0105* NAD 83(1986) POSITION- 39 35 39.     (N) 074 23 46.     (W)   SCALED
 JU0105* NAVD 88 ORTHO HEIGHT -     4.890 (meters)       16.04  (feet) ADJUSTED
 JU0105  ______________________________________________________________________
 JU0105  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 JU0105  DYNAMIC HEIGHT  -          4.887 (meters)       16.03  (feet) COMP
 JU0105  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 JU0105
 JU0105  VERT ORDER      -  FIRST     CLASS I
 JU0105
 JU0105.The horizontal coordinates were scaled from a map and have
 JU0105.an estimated accuracy of +/- 6 seconds.
 JU0105
 JU0105.The orthometric height was determined by differential leveling and
 JU0105.adjusted by the NATIONAL GEODETIC SURVEY
 JU0105.in June 1991.
 JU0105
 JU0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0105.GEOID18 height accuracy estimate available here.
 JU0105
 JU0105.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ518828(NAD 83)
 JU0105
 JU0105                          SUPERSEDED SURVEY CONTROL
 JU0105
 JU0105  NGVD 29 (04/16/92)    5.278  (m)           17.32   (f) ADJUSTED    1 1
 JU0105  NGVD 29 (01/10/92)    5.278  (m)           17.32   (f) SUPERSEDED  1 1
 JU0105  NGVD 29 (??/??/87)    5.278  (m)           17.32   (f) SUPERSEDED  1 1
 JU0105
 JU0105.Superseded values are not recommended for survey control.
 JU0105
 JU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0105.See file dsdata.pdf to determine how the superseded data were derived.
 JU0105
 JU0105_STAMPING: H 67 1964
 JU0105_MARK LOGO: CGS
 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  HISTORY     - 20200130 MARK NOT FOUND   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.
 JU0105
 JU0105                          STATION RECOVERY (2020)
 JU0105
 JU0105'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0051 ***********************************************************************
 JU0051  DESIGNATION -  H 68
 JU0051  PID         -  JU0051
 JU0051  STATE/COUNTY-  NJ/OCEAN
 JU0051  COUNTRY     -  US
 JU0051  USGS QUAD   -  FORKED RIVER (2019)
 JU0051
 JU0051                         *CURRENT SURVEY CONTROL
 JU0051  ______________________________________________________________________
 JU0051* NAD 83(1986) POSITION- 39 52 03.     (N) 074 10 10.     (W)   SCALED
 JU0051* NAVD 88 ORTHO HEIGHT -     0.817 (meters)        2.68  (feet) ADJUSTED
 JU0051  ______________________________________________________________________
 JU0051  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 JU0051  DYNAMIC HEIGHT  -          0.816 (meters)        2.68  (feet) COMP
 JU0051  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 JU0051
 JU0051  VERT ORDER      -  FIRST     CLASS I
 JU0051
 JU0051.The horizontal coordinates were scaled from a map and have
 JU0051.an estimated accuracy of +/- 6 seconds.
 JU0051
 JU0051.The orthometric height was determined by differential leveling and
 JU0051.adjusted by the NATIONAL GEODETIC SURVEY
 JU0051.in June 1991.
 JU0051
 JU0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0051.GEOID18 height accuracy estimate available here.
 JU0051
 JU0051.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK710133(NAD 83)
 JU0051
 JU0051                          SUPERSEDED SURVEY CONTROL
 JU0051
 JU0051  NGVD 29 (04/16/92)    1.188  (m)            3.90   (f) ADJUSTED    1 1
 JU0051  NGVD 29 (01/10/92)    1.188  (m)            3.90   (f) SUPERSEDED  1 1
 JU0051  NGVD 29 (??/??/87)    1.188  (m)            3.90   (f) SUPERSEDED  1 1
 JU0051
 JU0051.Superseded values are not recommended for survey control.
 JU0051
 JU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0051.See file dsdata.pdf to determine how the superseded data were derived.
 JU0051
 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 = JULY 24, 2026 22:12:30 EDT
 KV0865 ***********************************************************************
 KV0865  DESIGNATION -  H 69
 KV0865  PID         -  KV0865
 KV0865  STATE/COUNTY-  NJ/OCEAN
 KV0865  COUNTRY     -  US
 KV0865  USGS QUAD   -  POINT PLEASANT (2019)
 KV0865
 KV0865                         *CURRENT SURVEY CONTROL
 KV0865  ______________________________________________________________________
 KV0865* NAD 83(2011) POSITION- 40 01 35.17809(N) 074 03 13.38885(W)   ADJUSTED
 KV0865* NAD 83(2011) ELLIP HT-   -30.800 (meters)        (06/27/12)   ADJUSTED
 KV0865* NAD 83(2011) EPOCH   -  2010.00
 KV0865* NAVD 88 ORTHO HEIGHT -     2.264 (meters)        7.43  (feet) ADJUSTED
 KV0865  ______________________________________________________________________
 KV0865  GEOID HEIGHT    -        -33.060 (meters)                     GEOID18
 KV0865  NAD 83(2011) X  -  1,343,677.777 (meters)                     COMP
 KV0865  NAD 83(2011) Y  - -4,702,597.244 (meters)                     COMP
 KV0865  NAD 83(2011) Z  -  4,080,214.113 (meters)                     COMP
 KV0865  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 KV0865  DYNAMIC HEIGHT  -          2.263 (meters)        7.42  (feet) COMP
 KV0865  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 KV0865
 KV0865  VERT ORDER      -  FIRST     CLASS II
 KV0865
 KV0865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0865  Standards:
 KV0865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0865  -------------------------------------------------------------------
 KV0865  NETWORK    0.48   0.94           0.21   0.18   0.48     -0.01470563
 KV0865  -------------------------------------------------------------------
 KV0865  Click here for local accuracies and other accuracy information.
 KV0865
 KV0865.The horizontal coordinates were established by GPS observations
 KV0865.and adjusted by the National Geodetic Survey in June 2012.
 KV0865
 KV0865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0865.been affixed to the stable North American tectonic plate. See 
 KV0865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0865
 KV0865.The horizontal coordinates are valid at the epoch date displayed above
 KV0865.which is a decimal equivalence of Year/Month/Day.
 KV0865
 KV0865.The orthometric height was determined by differential leveling and
 KV0865.adjusted by the NATIONAL GEODETIC SURVEY
 KV0865.in September 2015.
 KV0865
 KV0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0865.GEOID18 height accuracy estimate available here.
 KV0865
 KV0865.Click photographs - Photos may exist for this station.
 KV0865
 KV0865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0865
 KV0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0865
 KV0865.The ellipsoidal height was determined by GPS observations
 KV0865.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0865
 KV0865;                    North         East     Units Scale Factor Converg.
 KV0865;SPC NJ       -   132,545.104   188,091.201   MT  0.99991786   +0 17 13.3
 KV0865;SPC NJ       -   434,858.40    617,095.88   sFT  0.99991786   +0 17 13.3
 KV0865;UTM  18      - 4,431,120.473   580,743.733   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8074331120(NAD 83)
 KV0865
 KV0865                          SUPERSEDED SURVEY CONTROL
 KV0865
 KV0865  NAD 83(2007)-  40 01 35.17848(N)    074 03 13.38928(W) AD(2002.00) 0
 KV0865  ELLIP H (02/10/07)  -30.790  (m)                       GP(2002.00)    
 KV0865  ELLIP H (10/23/02)  -30.777  (m)                       GP(       ) 4 1
 KV0865  NAD 83(1996)-  40 01 35.17816(N)    074 03 13.38874(W) AD(       ) 1
 KV0865  ELLIP H (05/14/99)  -30.797  (m)                       GP(       ) 4 1
 KV0865  NAD 83(1986)-  40 01 35.17928(N)    074 03 13.39355(W) AD(       ) 1
 KV0865  NAVD 88               2.27   (m)            7.4    (f) LEVELING    3  
 KV0865  NAVD 88 (06/15/91)    2.271  (m)            7.45   (f) SUPERSEDED  1 1
 KV0865  NGVD 29 (04/16/92)    2.615  (m)            8.58   (f) ADJUSTED    1 1
 KV0865  NGVD 29 (01/10/92)    2.615  (m)            8.58   (f) SUPERSEDED  1 1
 KV0865  NGVD 29 (??/??/87)    2.652  (m)            8.70   (f) SUPERSEDED  1 1
 KV0865
 KV0865.Superseded values are not recommended for survey control.
 KV0865
 KV0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0865.See file dsdata.pdf to determine how the superseded data were derived.
 KV0865
 KV0865_MARKER: DB = BENCH MARK DISK
 KV0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0865_STAMPING: H 69 1964
 KV0865_MARK LOGO: CGS
 KV0865_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - April 11, 2016
 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  HISTORY     - 20070814 GOOD             NJDEP
 KV0865  HISTORY     - 20120629 GOOD             NJGS
 KV0865  HISTORY     - 20160411 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.
 KV0865
 KV0865                          STATION RECOVERY (2007)
 KV0865
 KV0865'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 KV0865'RECOVERED IN GOOD CONDITION
 KV0865
 KV0865                          STATION RECOVERY (2012)
 KV0865
 KV0865'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0865'RECOVERED AS DESCRIBED.
 KV0865
 KV0865                          STATION RECOVERY (2016)
 KV0865
 KV0865'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV0865'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0185 ***********************************************************************
 JU0185  DESIGNATION -  H 7
 JU0185  PID         -  JU0185
 JU0185  STATE/COUNTY-  NJ/OCEAN
 JU0185  COUNTRY     -  US
 JU0185  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0185
 JU0185                         *CURRENT SURVEY CONTROL
 JU0185  ______________________________________________________________________
 JU0185* NAD 83(1986) POSITION- 39 38 39.     (N) 074 10 52.     (W)   SCALED
 JU0185* NAVD 88 ORTHO HEIGHT -     1.747 (meters)        5.73  (feet) ADJUSTED
 JU0185  ______________________________________________________________________
 JU0185  GEOID HEIGHT    -        -33.586 (meters)                     GEOID18
 JU0185  DYNAMIC HEIGHT  -          1.746 (meters)        5.73  (feet) COMP
 JU0185  MODELED GRAVITY -    980,150.3   (mgal)                       NAVD 88
 JU0185
 JU0185  VERT ORDER      -  FIRST     CLASS I
 JU0185
 JU0185.The horizontal coordinates were scaled from a map and have
 JU0185.an estimated accuracy of +/- 6 seconds.
 JU0185
 JU0185.The orthometric height was determined by differential leveling and
 JU0185.adjusted by the NATIONAL GEODETIC SURVEY
 JU0185.in June 1991.
 JU0185
 JU0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0185.GEOID18 height accuracy estimate available here.
 JU0185
 JU0185.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ702885(NAD 83)
 JU0185
 JU0185                          SUPERSEDED SURVEY CONTROL
 JU0185
 JU0185  NGVD 29 (11/26/84)    2.129  (m)            6.98   (f) ADJUSTED    1 1
 JU0185
 JU0185.Superseded values are not recommended for survey control.
 JU0185
 JU0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0185.See file dsdata.pdf to determine how the superseded data were derived.
 JU0185
 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 = JULY 24, 2026 22:12:30 EDT
 KU0834 ***********************************************************************
 KU0834  DESIGNATION -  H 70
 KU0834  PID         -  KU0834
 KU0834  STATE/COUNTY-  NJ/MONMOUTH
 KU0834  COUNTRY     -  US
 KU0834  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0834
 KU0834                         *CURRENT SURVEY CONTROL
 KU0834  ______________________________________________________________________
 KU0834* NAD 83(1986) POSITION- 40 24 41.42   (N) 073 58 46.44   (W)   HD_HELD1
 KU0834* NAVD 88 ORTHO HEIGHT -     4.707 (meters)       15.44  (feet) ADJUSTED
 KU0834  ______________________________________________________________________
 KU0834  GEOID HEIGHT    -        -32.573 (meters)                     GEOID18
 KU0834  DYNAMIC HEIGHT  -          4.705 (meters)       15.44  (feet) COMP
 KU0834  MODELED GRAVITY -    980,189.7   (mgal)                       NAVD 88
 KU0834
 KU0834  VERT ORDER      -  FIRST     CLASS II
 KU0834
 KU0834.The horizontal coordinates were determined by differentially corrected
 KU0834.hand held GPS observations or other comparable positioning techniques
 KU0834.and have an estimated accuracy of +/- 3 meters.
 KU0834
 KU0834.The orthometric height was determined by differential leveling and
 KU0834.adjusted by the NATIONAL GEODETIC SURVEY
 KU0834.in July 2020.
 KU0834
 KU0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0834.GEOID18 height accuracy estimate available here.
 KU0834
 KU0834.Click photographs - Photos may exist for this station.
 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       -   175,332.9     194,169.6     MT  (+/- 3 meters HH1 GPS) 
 KU0834
 KU0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8657973931(NAD 83)
 KU0834
 KU0834                          SUPERSEDED SURVEY CONTROL
 KU0834
 KU0834  NAVD 88 (05/08/06)    4.713  (m)           15.46   (f) SUPERSEDED  1 2
 KU0834  NAVD 88 (06/15/91)    4.733  (m)           15.53   (f) SUPERSEDED  1 2
 KU0834  NGVD 29 (??/??/92)    5.106  (m)           16.75   (f) SUPERSEDED  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
 KU0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0834.See file dsdata.pdf to determine how the superseded data were derived.
 KU0834
 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 - November 22, 2017
 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  HISTORY     - 20171122 GOOD             NJGS
 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.
 KU0834
 KU0834                          STATION RECOVERY (2017)
 KU0834
 KU0834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JBV)
 KU0834'THE MARK IS LOCATED ABOUT 13.3 MI (21.4 KM) NORTH OF ASBURY PARK, 11.7
 KU0834'MI (18.8 KM) EAST OF KEYPORT AND 7.4 MI (11.9 KM) NORTH OF LONG
 KU0834'BRANCH, IN THE SANDY HOOK GATEWAY NATIONAL PARK.
 KU0834'
 KU0834'TO REACH FROM THE PARK TOLL BOOTH, GO 0.75 MI (1.21 KM)
 KU0834'NORTH-NORTHWEST ON HARTSHORN DRIVE TO THE STATION ON THE RIGHT, ON TOP
 KU0834'OF THE SEAWALL.
 KU0834'
 KU0834'THE STATION IS 116.0 FT (35.4 M) SOUTH-SOUTHEAST OF A POWER LINE POLE
 KU0834'NUMBERED JC8354MD, 116.0 FT (35.4 M) SOUTHEAST OF A 35 MPH SIGN, 84.0
 KU0834'FT (25.6 M) NORTH OF A POWER LINE POLE NUMBERED JC8353MD, 33.5 FT
 KU0834'(10.2 M) SOUTH OF THE NORTH OF THE CONCRETE WALL, 16 FT (4.9 M) EAST
 KU0834'OF THE CENTERLINE OF A BIKE PATH, 9.8 FT (3.0 M) EAST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0027 ***********************************************************************
 KV0027  DESIGNATION -  H 71
 KV0027  PID         -  KV0027
 KV0027  STATE/COUNTY-  NJ/MIDDLESEX
 KV0027  COUNTRY     -  US
 KV0027  USGS QUAD   -  PERTH AMBOY (2016)
 KV0027
 KV0027                         *CURRENT SURVEY CONTROL
 KV0027  ______________________________________________________________________
 KV0027* NAD 83(1986) POSITION- 40 33 55.     (N) 074 17 14.     (W)   SCALED
 KV0027* NAVD 88 ORTHO HEIGHT -    12.409 (meters)       40.71  (feet) ADJUSTED
 KV0027  ______________________________________________________________________
 KV0027  GEOID HEIGHT    -        -32.579 (meters)                     GEOID18
 KV0027  DYNAMIC HEIGHT  -         12.404 (meters)       40.70  (feet) COMP
 KV0027  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 KV0027
 KV0027  VERT ORDER      -  FIRST     CLASS I
 KV0027
 KV0027.The horizontal coordinates were scaled from a map and have
 KV0027.an estimated accuracy of +/- 6 seconds.
 KV0027
 KV0027.The orthometric height was determined by differential leveling and
 KV0027.adjusted by the NATIONAL GEODETIC SURVEY
 KV0027.in June 1991.
 KV0027
 KV0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0027.GEOID18 height accuracy estimate available here.
 KV0027
 KV0027.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK603907(NAD 83)
 KV0027
 KV0027                          SUPERSEDED SURVEY CONTROL
 KV0027
 KV0027  NGVD 29 (04/16/92)   12.720  (m)           41.73   (f) ADJUSTED    1 1
 KV0027  NGVD 29 (??/??/87)   12.750  (m)           41.83   (f) SUPERSEDED  1 1
 KV0027
 KV0027.Superseded values are not recommended for survey control.
 KV0027
 KV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0027.See file dsdata.pdf to determine how the superseded data were derived.
 KV0027
 KV0027_MARKER: DB = BENCH MARK DISK
 KV0027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0027_SP_SET: BOX CULVERT
 KV0027_STAMPING: H 71 1965
 KV0027_MARK LOGO: CGS
 KV0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0027+STABILITY: SURFACE MOTION
 KV0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0027+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2016
 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  HISTORY     - 20061127 GOOD             UE
 KV0027  HISTORY     - 20160428 GOOD             INDIV
 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.
 KV0027
 KV0027                          STATION RECOVERY (2006)
 KV0027
 KV0027'RECOVERY NOTE BY URBAN ENGINEERS INC 2006 (WBF)
 KV0027'AMBOY AVENUE AND ST. GEORGES AVENUE INTERSECT AT TWO PLACES, 0.3 MILE
 KV0027'APART. THE HEADWALL AND H 71 ARE JUST SOUTH OF THE NORTHERNMOST
 KV0027'INTERSECTION, 100 FEET SOUTH OF MILE MARKER 56.
 KV0027
 KV0027                          STATION RECOVERY (2016)
 KV0027
 KV0027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (PB)
 KV0027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0054 ***********************************************************************
 KV0054  DESIGNATION -  H 72
 KV0054  PID         -  KV0054
 KV0054  STATE/COUNTY-  NJ/UNION
 KV0054  COUNTRY     -  US
 KV0054  USGS QUAD   -  ARTHUR KILL (2019)
 KV0054
 KV0054                         *CURRENT SURVEY CONTROL
 KV0054  ______________________________________________________________________
 KV0054* NAD 83(1986) POSITION- 40 37 06.     (N) 074 14 43.     (W)   SCALED
 KV0054* NAVD 88 ORTHO HEIGHT -     6.281 (meters)       20.61  (feet) ADJUSTED
 KV0054  ______________________________________________________________________
 KV0054  GEOID HEIGHT    -        -32.501 (meters)                     GEOID18
 KV0054  DYNAMIC HEIGHT  -          6.278 (meters)       20.60  (feet) COMP
 KV0054  MODELED GRAVITY -    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 map and have
 KV0054.an estimated accuracy of +/- 6 seconds.
 KV0054
 KV0054.The orthometric height was determined by differential leveling and
 KV0054.adjusted by the NATIONAL GEODETIC SURVEY
 KV0054.in June 1991.
 KV0054
 KV0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0054.GEOID18 height accuracy estimate available here.
 KV0054
 KV0054.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK638966(NAD 83)
 KV0054
 KV0054                          SUPERSEDED SURVEY CONTROL
 KV0054
 KV0054  NGVD 29 (04/16/92)    6.605  (m)           21.67   (f) ADJUSTED    1 1
 KV0054  NGVD 29 (??/??/87)    6.623  (m)           21.73   (f) SUPERSEDED  1 1
 KV0054
 KV0054.Superseded values are not recommended for survey control.
 KV0054
 KV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0054.See file dsdata.pdf to determine how the superseded data were derived.
 KV0054
 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     - 19950531 MARK NOT FOUND   USPSQD
 KV0054
 KV0054                          STATION DESCRIPTION
 KV0054
 KV0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 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 (RJK)
 KV0054'THE STATION IS LOCATED IN THE CITY OF LINDEN WITHIN THE BOUNDARY OF
 KV0054'THE LINDEN AIRPORT.
 KV0054'
 KV0054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 9
 KV0054'AND SOUTH WOOD AVENUE, GO SOUTH ON U.S. HIGHWAYS 1 AND 9 FOR 0.7 MI
 KV0054'(1.1 KM) TO A TRAFFIC LIGHT AND THE AIRPORT ENTRANCE ON THE LEFT.
 KV0054'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR. PAUL
 KV0054'DUDLEY, AIRPORT MANAGER, PHONE 908 862 5557.  TURN LEFT AND GO 0.20 MI
 KV0054'(0.32 KM) TO RUNWAY 14 TAXIWAY.  TURN RIGHT AND GO 0.15 MI (0.24 KM)
 KV0054'ALONG RUNWAY 14 TAXIWAY TO THE STATION ON THE LEFT, SET AT THE EAST
 KV0054'CORNER OF A 1.O M SQUARE CONCRETE BASE OF A FORMER WIND INDICATOR
 KV0054'LOCATED BETWEEN THE TAXIWAY FOR RUNWAY 14 TO THE SOUTHWEST, RUNWAY 14
 KV0054'TO THE NORTHEAST, RUNWAY 27 TO THE SOUTHEAST AND THE TAXIWAY A CUT
 KV0054'ACROSS FOR RUNWAY 27 TO THE NORTHWEST.
 KV0054'
 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 FROM THE CENTERLINE
 KV0054'OF TAXIWAY A CUT ACROSS, 63 PACES SOUTHWEST FROM THE CENTERLINE OF
 KV0054'RUNWAY 14 AND 150 PACES SOUTH FROM STATION LINDEN 2 IN THE BASE OF A
 KV0054'WIND INDICATOR.
 KV0054
 KV0054                          STATION RECOVERY (1995)
 KV0054
 KV0054'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0965 ***********************************************************************
 KV0965  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0965  DESIGNATION -  H 73
 KV0965  PID         -  KV0965
 KV0965  STATE/COUNTY-  NJ/MIDDLESEX
 KV0965  COUNTRY     -  US
 KV0965  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0965
 KV0965                         *CURRENT SURVEY CONTROL
 KV0965  ______________________________________________________________________
 KV0965* NAD 83(1986) POSITION- 40 24 59.     (N) 074 21 41.     (W)   SCALED
 KV0965* NAVD 88 ORTHO HEIGHT -     3.053 (meters)       10.02  (feet) ADJUSTED
 KV0965  ______________________________________________________________________
 KV0965  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 KV0965  DYNAMIC HEIGHT  -          3.051 (meters)       10.01  (feet) COMP
 KV0965  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 KV0965
 KV0965  VERT ORDER      -  FIRST     CLASS II
 KV0965
 KV0965.The horizontal coordinates were scaled from a map and have
 KV0965.an estimated accuracy of +/- 6 seconds.
 KV0965
 KV0965.The orthometric height was determined by differential leveling and
 KV0965.adjusted by the NATIONAL GEODETIC SURVEY
 KV0965.in June 1991.
 KV0965
 KV0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0965.GEOID18 height accuracy estimate available here.
 KV0965
 KV0965.This Tidal Bench Mark is designated as VM 2523
 KV0965.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0965
 KV0965.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541741(NAD 83)
 KV0965
 KV0965                          SUPERSEDED SURVEY CONTROL
 KV0965
 KV0965  NGVD 29 (??/??/92)    3.439  (m)           11.28   (f) SUPERSEDED  1 2
 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
 KV0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0965.See file dsdata.pdf to determine how the superseded data were derived.
 KV0965
 KV0965_STAMPING: H 73 1974
 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  HISTORY     - 20150317 MARK NOT FOUND   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.
 KV0965
 KV0965                          STATION RECOVERY (2015)
 KV0965
 KV0965'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0965'THE BRIDGE HAS BEEN REPLACED.  NEW ABUTMENTS WERE BUILT.  THE STATION
 KV0965'CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1128 ***********************************************************************
 KV1128  DESIGNATION -  H 74
 KV1128  PID         -  KV1128
 KV1128  STATE/COUNTY-  NJ/MERCER
 KV1128  COUNTRY     -  US
 KV1128  USGS QUAD   -  ALLENTOWN (2016)
 KV1128
 KV1128                         *CURRENT SURVEY CONTROL
 KV1128  ______________________________________________________________________
 KV1128* NAD 83(1986) POSITION- 40 14 56.47   (N) 074 34 00.21   (W)   HD_HELD1
 KV1128* NAVD 88 ORTHO HEIGHT -    30.942 (meters)      101.52  (feet) ADJUSTED
 KV1128  ______________________________________________________________________
 KV1128  GEOID HEIGHT    -        -32.765 (meters)                     GEOID18
 KV1128  DYNAMIC HEIGHT  -         30.929 (meters)      101.47  (feet) COMP
 KV1128  MODELED GRAVITY -    980,197.7   (mgal)                       NAVD 88
 KV1128
 KV1128  VERT ORDER      -  FIRST     CLASS II
 KV1128
 KV1128.The horizontal coordinates were determined by differentially corrected
 KV1128.hand held GPS observations or other comparable positioning techniques
 KV1128.and have an estimated accuracy of +/- 3 meters.
 KV1128
 KV1128.The orthometric height was determined by differential leveling and
 KV1128.adjusted by the NATIONAL GEODETIC SURVEY
 KV1128.in April 2015.
 KV1128
 KV1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1128.GEOID18 height accuracy estimate available here.
 KV1128
 KV1128.Click photographs - Photos may exist for this station.
 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       -   157,164.2     144,323.4     MT  (+/- 3 meters HH1 GPS) 
 KV1128
 KV1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3684955486(NAD 83)
 KV1128
 KV1128                          SUPERSEDED SURVEY CONTROL
 KV1128
 KV1128  NAVD 88 (06/15/91)   30.931  (m)          101.48   (f) SUPERSEDED  1 2
 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
 KV1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1128.See file dsdata.pdf to determine how the superseded data were derived.
 KV1128
 KV1128_MARKER: DV = VERTICAL CONTROL DISK
 KV1128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1128_SP_SET: CULVERT
 KV1128_STAMPING: H 74 1974
 KV1128_MARK LOGO: NGS
 KV1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1128+STABILITY: SURFACE MOTION
 KV1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1128+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2024
 KV1128
 KV1128  HISTORY     - Date     Condition        Report By
 KV1128  HISTORY     - 1974     MONUMENTED       NGS
 KV1128  HISTORY     - 20140425 GOOD             BOSWEL
 KV1128  HISTORY     - 20140429 GOOD             NJGS
 KV1128  HISTORY     - 20240315 GOOD             NJGS
 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.
 KV1128
 KV1128                          STATION RECOVERY (2014)
 KV1128
 KV1128'RECOVERY NOTE BY BOSWELL ENGINEERING 2014 (AB)
 KV1128'RECOVERED IN GOOD CONDITION.
 KV1128
 KV1128                          STATION RECOVERY (2014)
 KV1128
 KV1128'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV1128'RECOVERED IN GOOD CONDITION.
 KV1128'
 KV1128'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST-NORTHWEST
 KV1128'OF ROOSEVELT, 5.0 MI (8.0 KM) NORTH OF ALLENTOWN AND 2.7 MI (4.3 KM)
 KV1128'WEST-SOUTHWEST OF HIGHTSTOWN, IN ROBBINSVILLE TOWNSHIP.
 KV1128
 KV1128                          STATION RECOVERY (2024)
 KV1128
 KV1128'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 KV1128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1146 ***********************************************************************
 KV1146  DESIGNATION -  H 75
 KV1146  PID         -  KV1146
 KV1146  STATE/COUNTY-  NJ/BURLINGTON
 KV1146  COUNTRY     -  US
 KV1146  USGS QUAD   -  TRENTON EAST (2019)
 KV1146
 KV1146                         *CURRENT SURVEY CONTROL
 KV1146  ______________________________________________________________________
 KV1146* NAD 83(1986) POSITION- 40 08 21.9    (N) 074 43 23.6    (W)   HD_HELD2
 KV1146* NAVD 88 ORTHO HEIGHT -    14.010 (meters)       45.96  (feet) ADJUSTED
 KV1146  ______________________________________________________________________
 KV1146  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 KV1146  DYNAMIC HEIGHT  -         14.004 (meters)       45.94  (feet) COMP
 KV1146  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 KV1146
 KV1146  VERT ORDER      -  FIRST     CLASS I
 KV1146
 KV1146.The horizontal coordinates were established by autonomous hand held GPS
 KV1146.observations and have an estimated accuracy of +/- 10 meters.
 KV1146
 KV1146.The orthometric height was determined by differential leveling and
 KV1146.adjusted by the NATIONAL GEODETIC SURVEY
 KV1146.in June 1991.
 KV1146
 KV1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1146.GEOID18 height accuracy estimate available here.
 KV1146
 KV1146.Click photographs - Photos may exist for this station.
 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       -   145,017.      130,979.      MT  (+/- 10 meters HH2 GPS)
 KV1146
 KV1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2357743268(NAD 83)
 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
 KV1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1146.See file dsdata.pdf to determine how the superseded data were derived.
 KV1146
 KV1146_MARKER: DV = VERTICAL CONTROL DISK
 KV1146_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV1146_SP_SET: BOX CULVERT 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 = JULY 24, 2026 22:12:30 EDT
 KV1162 ***********************************************************************
 KV1162  DESIGNATION -  H 76
 KV1162  PID         -  KV1162
 KV1162  STATE/COUNTY-  NJ/BURLINGTON
 KV1162  COUNTRY     -  US
 KV1162  USGS QUAD   -  BEVERLY (2016)
 KV1162
 KV1162                         *CURRENT SURVEY CONTROL
 KV1162  ______________________________________________________________________
 KV1162* NAD 83(2011) POSITION- 40 04 04.39940(N) 074 53 07.71144(W)   ADJUSTED
 KV1162* NAD 83(2011) ELLIP HT-   -26.952 (meters)        (06/27/12)   ADJUSTED
 KV1162* NAD 83(2011) EPOCH   -  2010.00
 KV1162* NAVD 88 ORTHO HEIGHT -     5.939 (meters)       19.48  (feet) ADJUSTED
 KV1162  ______________________________________________________________________
 KV1162  GEOID HEIGHT    -        -32.876 (meters)                     GEOID18
 KV1162  NAD 83(2011) X  -  1,274,500.141 (meters)                     COMP
 KV1162  NAD 83(2011) Y  - -4,718,751.063 (meters)                     COMP
 KV1162  NAD 83(2011) Z  -  4,083,739.828 (meters)                     COMP
 KV1162  LAPLACE CORR    -          3.00  (seconds)                    DEFLEC18
 KV1162  DYNAMIC HEIGHT  -          5.937 (meters)       19.48  (feet) COMP
 KV1162  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 KV1162
 KV1162  VERT ORDER      -  FIRST     CLASS II
 KV1162
 KV1162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1162  Standards:
 KV1162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1162  -------------------------------------------------------------------
 KV1162  NETWORK    0.37   0.71           0.17   0.13   0.36      0.04310109
 KV1162  -------------------------------------------------------------------
 KV1162  Click here for local accuracies and other accuracy information.
 KV1162
 KV1162.The horizontal coordinates were established by GPS observations
 KV1162.and adjusted by the National Geodetic Survey in June 2012.
 KV1162
 KV1162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1162.been affixed to the stable North American tectonic plate. See 
 KV1162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1162
 KV1162.The horizontal coordinates are valid at the epoch date displayed above
 KV1162.which is a decimal equivalence of Year/Month/Day.
 KV1162
 KV1162.The orthometric height was determined by differential leveling and
 KV1162.adjusted by the NATIONAL GEODETIC SURVEY
 KV1162.in June 1991.
 KV1162
 KV1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1162.GEOID18 height accuracy estimate available here.
 KV1162
 KV1162.Click photographs - Photos may exist for this station.
 KV1162
 KV1162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1162
 KV1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1162
 KV1162.The ellipsoidal height was determined by GPS observations
 KV1162.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1162
 KV1162;                    North         East     Units Scale Factor Converg.
 KV1162;SPC NJ       -   137,122.897   117,118.636   MT  0.99991331   -0 14 53.3
 KV1162;SPC NJ       -   449,877.37    384,246.72   sFT  0.99991331   -0 14 53.3
 KV1162;UTM  18      - 4,435,298.530   509,766.099   MT  0.99960117   +0 04 25.4
 KV1162
 KV1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1162!SPC NJ       -   1.00000423  x   0.99991331  =   0.99991754
 KV1162!UTM  18      -   1.00000423  x   0.99960117  =   0.99960540
 KV1162
 KV1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0976635298(NAD 83)
 KV1162
 KV1162                          SUPERSEDED SURVEY CONTROL
 KV1162
 KV1162  NAD 83(2007)-  40 04 04.39982(N)    074 53 07.71205(W) AD(2002.00) 0
 KV1162  ELLIP H (02/10/07)  -26.944  (m)                       GP(2002.00)    
 KV1162  ELLIP H (10/23/02)  -26.908  (m)                       GP(       ) 4 1
 KV1162  NAD 83(1996)-  40 04 04.39983(N)    074 53 07.71209(W) AD(       ) 1
 KV1162  ELLIP H (05/14/99)  -26.910  (m)                       GP(       ) 4 1
 KV1162  NAD 83(1992)-  40 04 04.39914(N)    074 53 07.71220(W) AD(       ) 1
 KV1162  ELLIP H (12/16/96)  -26.938  (m)                       GP(       ) 2 1
 KV1162  NAVD 88               5.94   (m)           19.5    (f) LEVELING    3  
 KV1162  NGVD 29 (??/??/92)    6.301  (m)           20.67   (f) SUPERSEDED  1 2
 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
 KV1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1162.See file dsdata.pdf to determine how the superseded data were derived.
 KV1162
 KV1162_MARKER: DV = VERTICAL CONTROL DISK
 KV1162_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 - June 15, 2021
 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  HISTORY     - 20210615 GOOD             NJGS
 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.
 KV1162
 KV1162                          STATION RECOVERY (2021)
 KV1162
 KV1162'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2941 ***********************************************************************
 KV2941  DESIGNATION -  H 77
 KV2941  PID         -  KV2941
 KV2941  STATE/COUNTY-  NJ/HUNTERDON
 KV2941  COUNTRY     -  US
 KV2941  USGS QUAD   -  BLOOMSBURY (2019)
 KV2941
 KV2941                         *CURRENT SURVEY CONTROL
 KV2941  ______________________________________________________________________
 KV2941* NAD 83(1986) POSITION- 40 37 45.68   (N) 075 01 59.27   (W)   HD_HELD1
 KV2941* NAVD 88 ORTHO HEIGHT -   188.679 (meters)      619.02  (feet) ADJUSTED
 KV2941  ______________________________________________________________________
 KV2941  GEOID HEIGHT    -        -33.870 (meters)                     GEOID18
 KV2941  DYNAMIC HEIGHT  -        188.586 (meters)      618.72  (feet) COMP
 KV2941  MODELED GRAVITY -    980,131.9   (mgal)                       NAVD 88
 KV2941
 KV2941  VERT ORDER      -  FIRST     CLASS II
 KV2941
 KV2941.The horizontal coordinates were determined by differentially corrected
 KV2941.hand held GPS observations or other comparable positioning techniques
 KV2941.and have an estimated accuracy of +/- 3 meters.
 KV2941
 KV2941.The orthometric height was determined by differential leveling and
 KV2941.adjusted by the NATIONAL GEODETIC SURVEY
 KV2941.in June 1991.
 KV2941
 KV2941.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2941.GEOID18 height accuracy estimate available here.
 KV2941
 KV2941.Click photographs - Photos may exist for this station.
 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       -   199,528.1     104,899.0     MT  (+/- 3 meters HH1 GPS) 
 KV2941
 KV2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9719897613(NAD 83)
 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
 KV2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2941.See file dsdata.pdf to determine how the superseded data were derived.
 KV2941
 KV2941_MARKER: DV = VERTICAL CONTROL DISK
 KV2941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2941_STAMPING: H 77 1978
 KV2941_MARK LOGO: NGS
 KV2941_PROJECTION: FLUSH
 KV2941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2941+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2019
 KV2941
 KV2941  HISTORY     - Date     Condition        Report By
 KV2941  HISTORY     - 1978     MONUMENTED       NGS
 KV2941  HISTORY     - 19950909 GOOD             USPSQD
 KV2941  HISTORY     - 20071021 GOOD             GEOCAC
 KV2941  HISTORY     - 20191121 SEE DESCRIPTION  NJGS
 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.
 KV2941
 KV2941                          STATION RECOVERY (2007)
 KV2941
 KV2941'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV2941'WITNESS POST STILL IN PLACE.  THE LEFT THIRD OF THE DISK IS BENT
 KV2941'DOWNWARD AT A LARGE ANGLE.  USE WITH CAUTION.
 KV2941
 KV2941                          STATION RECOVERY (2019)
 KV2941
 KV2941'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV2941'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF
 KV2941'FRENCHTOWN, 5.1 MI (8.2 KM) NORTHWEST OF PITTSTOWN AND 3.3 MI (5.3 KM)
 KV2941'EAST-SOUTHEAST OF BLOOMSBURY.
 KV2941'
 KV2941'TO REACH GO 3.7 MI (6.0 KM) SOUTHEAST ALONG CHURCH STREET AND COUNTY
 KV2941'ROAD 579 FROM THE BLOOMSBURY SCHOOL AT BLOOMSBURY, THENCE 0.45 MI
 KV2941'(0.72 KM) NORTHEAST ALONG COUNTY ROAD 614 AND MARK ON THE LEFT.
 KV2941'
 KV2941'IT IS 132.5 FT (40.4 M) SOUTHWEST OF CENTER OF PRIVATE ROAD (CASE
 KV2941'LANE), 86.75 FT (26.4 M) NORTHEAST OF CENTER OF DRIVEWAY LEADING TO
 KV2941'HOUSE 429, 21.5 FT (6.6 M) NORTHWEST OF CENTER OF COUNTY ROAD 614, IN
 KV2941'LINEWITH DRIVEWAY LEADING SOUTHEAST TO A BARN, 12.25 FT (3.7 M) WEST
 KV2941'OF B INLET ON NORTH SIDE OF COUNTY ROAD 614, 5.16 FT (1.6 M) NORTHEAST
 KV2941'OF POWER LINE POLE NUMBER NJ632UT, 1 FT (0.3 M) SOUTHEAST OF A WITNESS
 KV2941'POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2913 ***********************************************************************
 KV2913  DESIGNATION -  H 78
 KV2913  PID         -  KV2913
 KV2913  STATE/COUNTY-  NJ/MIDDLESEX
 KV2913  COUNTRY     -  US
 KV2913  USGS QUAD   -  PLAINFIELD (2019)
 KV2913
 KV2913                         *CURRENT SURVEY CONTROL
 KV2913  ______________________________________________________________________
 KV2913* NAD 83(1986) POSITION- 40 34 38.     (N) 074 27 31.     (W)   SCALED
 KV2913* NAVD 88 ORTHO HEIGHT -    16.369 (meters)       53.70  (feet) ADJUSTED
 KV2913  ______________________________________________________________________
 KV2913  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 KV2913  DYNAMIC HEIGHT  -         16.362 (meters)       53.68  (feet) COMP
 KV2913  MODELED GRAVITY -    980,190.7   (mgal)                       NAVD 88
 KV2913
 KV2913  VERT ORDER      -  FIRST     CLASS II
 KV2913
 KV2913.The horizontal coordinates were scaled from a map and have
 KV2913.an estimated accuracy of +/- 6 seconds.
 KV2913
 KV2913.The orthometric height was determined by differential leveling and
 KV2913.adjusted by the NATIONAL GEODETIC SURVEY
 KV2913.in June 1991.
 KV2913
 KV2913.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2913.GEOID18 height accuracy estimate available here.
 KV2913
 KV2913.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK458919(NAD 83)
 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
 KV2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2913.See file dsdata.pdf to determine how the superseded data were derived.
 KV2913
 KV2913_MARKER: DV = VERTICAL CONTROL DISK
 KV2913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2913_STAMPING: H 78 1978
 KV2913_MARK LOGO: NGS
 KV2913_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2913
 KV2913  HISTORY     - Date     Condition        Report By
 KV2913  HISTORY     - 1978     MONUMENTED       NGS
 KV2913  HISTORY     - 20100706 MARK NOT FOUND   NJGS
 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.
 KV2913
 KV2913                          STATION RECOVERY (2010)
 KV2913
 KV2913'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV2913'CONSTRUCTION AND REDEVELOPMENT HAS OCCURED IN THE VICINITY OF THE
 KV2913'MARK.  THE TIES ARE NO LONGER VALID AND THE STATION IS CONSIDERED
 KV2913'LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU1187 ***********************************************************************
 HU1187  DESIGNATION -  H 79
 HU1187  PID         -  HU1187
 HU1187  STATE/COUNTY-  NJ/CAPE MAY
 HU1187  COUNTRY     -  US
 HU1187  USGS QUAD   -  CAPE MAY (2019)
 HU1187
 HU1187                         *CURRENT SURVEY CONTROL
 HU1187  ______________________________________________________________________
 HU1187* NAD 83(1986) POSITION- 38 58 06.     (N) 074 55 15.     (W)   SCALED
 HU1187* NAVD 88 ORTHO HEIGHT -     4.911 (meters)       16.11  (feet) ADJUSTED
 HU1187  ______________________________________________________________________
 HU1187  GEOID HEIGHT    -        -35.448 (meters)                     GEOID18
 HU1187  DYNAMIC HEIGHT  -          4.908 (meters)       16.10  (feet) COMP
 HU1187  MODELED GRAVITY -    980,050.5   (mgal)                       NAVD 88
 HU1187
 HU1187  VERT ORDER      -  FIRST     CLASS II
 HU1187
 HU1187.The horizontal coordinates were scaled from a map and have
 HU1187.an estimated accuracy of +/- 6 seconds.
 HU1187
 HU1187.The orthometric height was determined by differential leveling and
 HU1187.adjusted by the NATIONAL GEODETIC SURVEY
 HU1187.in June 1991.
 HU1187
 HU1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1187.GEOID18 height accuracy estimate available here.
 HU1187
 HU1187.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ068132(NAD 83)
 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
 HU1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1187.See file dsdata.pdf to determine how the superseded data were derived.
 HU1187
 HU1187_MARKER: DV = VERTICAL CONTROL DISK
 HU1187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU0268 ***********************************************************************
 JU0268  DESIGNATION -  H 8
 JU0268  PID         -  JU0268
 JU0268  STATE/COUNTY-  NJ/ATLANTIC
 JU0268  COUNTRY     -  US
 JU0268  USGS QUAD   -  OCEANVILLE (2019)
 JU0268
 JU0268                         *CURRENT SURVEY CONTROL
 JU0268  ______________________________________________________________________
 JU0268* NAD 83(1986) POSITION- 39 27 47.2    (N) 074 27 49.7    (W)   HD_HELD2
 JU0268* NAVD 88 ORTHO HEIGHT -    12.947 (meters)       42.48  (feet) ADJUSTED
 JU0268  ______________________________________________________________________
 JU0268  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 JU0268  DYNAMIC HEIGHT  -         12.940 (meters)       42.45  (feet) COMP
 JU0268  MODELED GRAVITY -    980,127.4   (mgal)                       NAVD 88
 JU0268
 JU0268  VERT ORDER      -  FIRST     CLASS I
 JU0268
 JU0268.The horizontal coordinates were established by autonomous hand held GPS
 JU0268.observations and have an estimated accuracy of +/- 10 meters.
 JU0268
 JU0268.The orthometric height was determined by differential leveling and
 JU0268.adjusted by the NATIONAL GEODETIC SURVEY
 JU0268.in June 1991.
 JU0268
 JU0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0268.GEOID18 height accuracy estimate available here.
 JU0268
 JU0268.Click photographs - Photos may exist for this station.
 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       -    69,910.      153,115.      MT  (+/- 10 meters HH2 GPS)
 JU0268
 JU0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4612568307(NAD 83)
 JU0268
 JU0268                          SUPERSEDED SURVEY CONTROL
 JU0268
 JU0268  NGVD 29 (04/16/92)   13.334  (m)           43.75   (f) ADJUSTED    1 1
 JU0268  NGVD 29 (01/10/92)   13.334  (m)           43.75   (f) SUPERSEDED  1 1
 JU0268  NGVD 29 (??/??/87)   13.334  (m)           43.75   (f) SUPERSEDED  1 1
 JU0268
 JU0268.Superseded values are not recommended for survey control.
 JU0268
 JU0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0268.See file dsdata.pdf to determine how the superseded data were derived.
 JU0268
 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_MARK LOGO: CGS
 JU0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0268+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2013
 JU0268
 JU0268  HISTORY     - Date     Condition        Report By
 JU0268  HISTORY     - 1930     MONUMENTED       CGS
 JU0268  HISTORY     - 1964     GOOD             CGS
 JU0268  HISTORY     - 1979     GOOD             NGS
 JU0268  HISTORY     - 20130405 GOOD             INDIV
 JU0268
 JU0268                          STATION DESCRIPTION
 JU0268
 JU0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 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.
 JU0268
 JU0268                          STATION RECOVERY (2013)
 JU0268
 JU0268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 JU0268'THE FORMER OCEANVILLE SCHOOL BUILDING IS NOW THE GALLOWAY TOWNSHIP
 JU0268'PUBLIC SCHOOLS FACILITIES COMPLEX.  IT IS 0.7 MILE SOUTH ALONG U.S.
 JU0268'HIGHWAY 9 FROM THE RELOCATED POST OFFICE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2461 ***********************************************************************
 JU2461  DESIGNATION -  H 80
 JU2461  PID         -  JU2461
 JU2461  STATE/COUNTY-  NJ/ATLANTIC
 JU2461  COUNTRY     -  US
 JU2461  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2461
 JU2461                         *CURRENT SURVEY CONTROL
 JU2461  ______________________________________________________________________
 JU2461* NAD 83(1986) POSITION- 39 22 20.98   (N) 074 26 15.84   (W)   HD_HELD1
 JU2461* NAVD 88 ORTHO HEIGHT -     1.864 (meters)        6.12  (feet) ADJUSTED
 JU2461  ______________________________________________________________________
 JU2461  GEOID HEIGHT    -        -34.367 (meters)                     GEOID18
 JU2461  DYNAMIC HEIGHT  -          1.863 (meters)        6.11  (feet) COMP
 JU2461  MODELED GRAVITY -    980,108.7   (mgal)                       NAVD 88
 JU2461
 JU2461  VERT ORDER      -  FIRST     CLASS II
 JU2461
 JU2461.The horizontal coordinates were determined by differentially corrected
 JU2461.hand held GPS observations or other comparable positioning techniques
 JU2461.and have an estimated accuracy of +/- 3 meters.
 JU2461
 JU2461.The orthometric height was determined by differential leveling and
 JU2461.adjusted by the NATIONAL GEODETIC SURVEY
 JU2461.in March 2022.
 JU2461
 JU2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2461.GEOID18 height accuracy estimate available here.
 JU2461
 JU2461.Click photographs - Photos may exist for this station.
 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       -    59,852.2     155,365.0     MT  (+/- 3 meters HH1 GPS) 
 JU2461
 JU2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4843158264(NAD 83)
 JU2461
 JU2461                          SUPERSEDED SURVEY CONTROL
 JU2461
 JU2461  NAVD 88 (08/07/18)    1.863  (m)            6.11   (f) SUPERSEDED  1 2
 JU2461  NAVD 88 (03/01/01)    1.880  (m)            6.17   (f) SUPERSEDED  2 1
 JU2461  NAVD 88 (06/15/91)    1.862  (m)            6.11   (f) SUPERSEDED  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
 JU2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2461.See file dsdata.pdf to determine how the superseded data were derived.
 JU2461
 JU2461_MARKER: DV = VERTICAL CONTROL DISK
 JU2461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - May 20, 2021
 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  HISTORY     - 20150204 GOOD             BASE9
 JU2461  HISTORY     - 20160909 GOOD             PB
 JU2461  HISTORY     - 20170217 GOOD             PBCONS
 JU2461  HISTORY     - 20170518 GOOD             NJGS
 JU2461  HISTORY     - 20210520 GOOD             NJGS
 JU2461
 JU2461                          STATION DESCRIPTION
 JU2461
 JU2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 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.
 JU2461
 JU2461                          STATION RECOVERY (2015)
 JU2461
 JU2461'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 JU2461'RECOVERED IN GOOD CONDITION.
 JU2461
 JU2461                          STATION RECOVERY (2016)
 JU2461
 JU2461'RECOVERY NOTE BY PBS&J 2016 (MJB)
 JU2461'RECOVERED IN GOOD CONDITION.
 JU2461
 JU2461                          STATION RECOVERY (2017)
 JU2461
 JU2461'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 JU2461'RECOVERED IN GOOD CONDITION.
 JU2461
 JU2461                          STATION RECOVERY (2017)
 JU2461
 JU2461'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU2461'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-SOUTHEAST OF
 JU2461'PLEASANTVILLE, 4.7 MI (7.6 KM) WEST-SOUTHWEST OF BRIGANTINE, IN
 JU2461'ATLANTIC CITY, AT THE JUNCTION OF NJ STATE ROUTE 30 (ABSECON
 JU2461'BOULEVARD) AND KENTUCKY AVENUE.
 JU2461'
 JU2461'IN ATLANTIC CITY, LOCATED ON THE NORTHEAST SIDE OF THE CONCRETE BASE
 JU2461'OF A LARGE METAL FLAG POLE AT THE NORTHWEST CORNER OF THE ATLANTIC
 JU2461'CITY, FORMERLY THE 112TH FIELD ARTILLERY ARMORY BUILDING.
 JU2461
 JU2461                          STATION RECOVERY (2021)
 JU2461
 JU2461'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MJK)
 JU2461'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2394 ***********************************************************************
 JU2394  DESIGNATION -  H 81
 JU2394  PID         -  JU2394
 JU2394  STATE/COUNTY-  NJ/CAPE MAY
 JU2394  COUNTRY     -  US
 JU2394  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2394
 JU2394                         *CURRENT SURVEY CONTROL
 JU2394  ______________________________________________________________________
 JU2394* NAD 83(1986) POSITION- 39 09 48.     (N) 074 42 45.     (W)   SCALED
 JU2394* NAVD 88 ORTHO HEIGHT -     1.165 (meters)        3.82  (feet) ADJUSTED
 JU2394  ______________________________________________________________________
 JU2394  GEOID HEIGHT    -        -34.972 (meters)                     GEOID18
 JU2394  DYNAMIC HEIGHT  -          1.164 (meters)        3.82  (feet) COMP
 JU2394  MODELED GRAVITY -    980,077.1   (mgal)                       NAVD 88
 JU2394
 JU2394  VERT ORDER      -  FIRST     CLASS II
 JU2394
 JU2394.The horizontal coordinates were scaled from a map and have
 JU2394.an estimated accuracy of +/- 6 seconds.
 JU2394
 JU2394.The orthometric height was determined by differential leveling and
 JU2394.adjusted by the NATIONAL GEODETIC SURVEY
 JU2394.in June 1991.
 JU2394
 JU2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2394.GEOID18 height accuracy estimate available here.
 JU2394
 JU2394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ248349(NAD 83)
 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
 JU2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2394.See file dsdata.pdf to determine how the superseded data were derived.
 JU2394
 JU2394_MARKER: DV = VERTICAL CONTROL DISK
 JU2394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU2247 ***********************************************************************
 JU2247  DESIGNATION -  H 82
 JU2247  PID         -  JU2247
 JU2247  STATE/COUNTY-  NJ/SALEM
 JU2247  COUNTRY     -  US
 JU2247  USGS QUAD   -  SALEM (2019)
 JU2247
 JU2247                         *CURRENT SURVEY CONTROL
 JU2247  ______________________________________________________________________
 JU2247* NAD 83(1986) POSITION- 39 33 39.     (N) 075 26 35.     (W)   SCALED
 JU2247* NAVD 88 ORTHO HEIGHT -     5.457 (meters)       17.90  (feet) ADJUSTED
 JU2247  ______________________________________________________________________
 JU2247  GEOID HEIGHT    -        -33.563 (meters)                     GEOID18
 JU2247  DYNAMIC HEIGHT  -          5.454 (meters)       17.89  (feet) COMP
 JU2247  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 JU2247
 JU2247  VERT ORDER      -  FIRST     CLASS II
 JU2247
 JU2247.The horizontal coordinates were scaled from a map and have
 JU2247.an estimated accuracy of +/- 6 seconds.
 JU2247
 JU2247.The orthometric height was determined by differential leveling and
 JU2247.adjusted by the NATIONAL GEODETIC SURVEY
 JU2247.in June 1991.
 JU2247
 JU2247.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2247.GEOID18 height accuracy estimate available here.
 JU2247
 JU2247.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ619791(NAD 83)
 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
 JU2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2247.See file dsdata.pdf to determine how the superseded data were derived.
 JU2247
 JU2247_MARKER: DV = VERTICAL CONTROL DISK
 JU2247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU0946 ***********************************************************************
 JU0946  DESIGNATION -  H 9
 JU0946  PID         -  JU0946
 JU0946  STATE/COUNTY-  NJ/CUMBERLAND
 JU0946  COUNTRY     -  US
 JU0946  USGS QUAD   -  BRIDGETON (2019)
 JU0946
 JU0946                         *CURRENT SURVEY CONTROL
 JU0946  ______________________________________________________________________
 JU0946* NAD 83(1986) POSITION- 39 25 39.65   (N) 075 14 21.05   (W)   HD_HELD1
 JU0946* NAVD 88 ORTHO HEIGHT -    14.051 (meters)       46.10  (feet) ADJUSTED
 JU0946  ______________________________________________________________________
 JU0946  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 JU0946  DYNAMIC HEIGHT  -         14.043 (meters)       46.07  (feet) COMP
 JU0946  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 JU0946
 JU0946  VERT ORDER      -  FIRST     CLASS II
 JU0946
 JU0946.The horizontal coordinates were determined by differentially corrected
 JU0946.hand held GPS observations or other comparable positioning techniques
 JU0946.and have an estimated accuracy of +/- 3 meters.
 JU0946
 JU0946.The orthometric height was determined by differential leveling and
 JU0946.adjusted by the NATIONAL GEODETIC SURVEY
 JU0946.in April 2013.
 JU0946
 JU0946.No vertical observational check was made to the station.
 JU0946
 JU0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0946.GEOID18 height accuracy estimate available here.
 JU0946
 JU0946.Click photographs - Photos may exist for this station.
 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       -    66,237.4      86,360.7     MT  (+/- 3 meters HH1 GPS) 
 JU0946
 JU0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7941464265(NAD 83)
 JU0946
 JU0946                          SUPERSEDED SURVEY CONTROL
 JU0946
 JU0946  NAVD 88 (06/15/91)   14.036  (m)           46.05   (f) SUPERSEDED  1 2
 JU0946  NGVD 29 (04/16/92)   14.344  (m)           47.06   (f) ADJUSTED    1 2
 JU0946  NGVD 29 (01/10/92)   14.344  (m)           47.06   (f) SUPERSEDED  1 2
 JU0946  NGVD 29 (??/??/87)   14.410  (m)           47.28   (f) SUPERSEDED  1 2
 JU0946
 JU0946.Superseded values are not recommended for survey control.
 JU0946
 JU0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0946.See file dsdata.pdf to determine how the superseded data were derived.
 JU0946
 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_MARK LOGO: CGS
 JU0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0946+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 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  HISTORY     - 20070625 GOOD             UE
 JU0946  HISTORY     - 20110531 GOOD             NJGS
 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.
 JU0946
 JU0946                          STATION RECOVERY (2007)
 JU0946
 JU0946'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0946'RECOVERED IN GOOD CONDITION.
 JU0946
 JU0946                          STATION RECOVERY (2011)
 JU0946
 JU0946'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0946'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, SET VERTICALLY ABOUT
 JU0946'3 FT (0.9 M) ABOVE THE GROUND LEVEL, IN THE NORTH FACE OF THE BUILDING
 JU0946'WALL AT THE NORTHWEST CORNER OF THE CUMBERLAND COUNTY COURT HOUSE ON
 JU0946'THE SOUTHEAST CORNER OF FAYETTE STREET (COUNTY ROAD 650) AND WEST
 JU0946'BROAD STREET (NJ STATE ROUTE 49).
 JU0946'
 JU0946'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 JU0946'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.25 MI (0.4
 JU0946'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH FAYETTE STREET AND THE
 JU0946'COURTHOUSE BUILDING AND STATION ON THE LEFT.
 JU0946'
 JU0946'THE STATION IS 22.4 FT (6.8 M) EAST OF THE EAST CURB OF FAYETTE
 JU0946'STREET, 57.7 FT (17.6 M) SOUTH OF THE SOUTH CURB OF ROUTE 49, 3.0 FT
 JU0946'(0.9 M) EAST OF THE NORTHWEST CORNER OF THE BUILDING, 52.2 FT (15.9 M)
 JU0946'WEST OF THE CENTER OF THE MAIN ENTRANCE DOORS TO THE COURTHOUSE FACING
 JU0946'WEST BROAD STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4087 ***********************************************************************
 KV4087  DESIGNATION -  HACK
 KV4087  PID         -  KV4087
 KV4087  STATE/COUNTY-  NJ/BERGEN
 KV4087  COUNTRY     -  US
 KV4087  USGS QUAD   -  WEEHAWKEN (2016)
 KV4087
 KV4087                         *CURRENT SURVEY CONTROL
 KV4087  ______________________________________________________________________
 KV4087* NAD 83(1996) POSITION- 40 47 21.65262(N) 074 04 57.88429(W)   ADJUSTED
 KV4087* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4087  ______________________________________________________________________
 KV4087  GEOID HEIGHT    -        -32.039 (meters)                     GEOID18
 KV4087  LAPLACE CORR    -          7.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4087.GEOID18 height accuracy estimate available here.
 KV4087
 KV4087.Click photographs - Photos may exist for this station.
 KV4087
 KV4087.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4087
 KV4087. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992018
 KV4087!SPC NY L     -   1.00000492  x   0.99999546  =   1.00000038
 KV4087!UTM  18      -   1.00000492  x   0.99967371  =   0.99967863
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7738815777(NAD 83)
 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
 KV4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4087.See file dsdata.pdf to determine how the superseded data were derived.
 KV4087
 KV4087_MARKER: DS = TRIANGULATION STATION DISK
 KV4087_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4087_MARK LOGO: CGS
 KV4087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV3883 ***********************************************************************
 KV3883  DESIGNATION -  HACKENSACK BERGEN CTHSE FLAG
 KV3883  PID         -  KV3883
 KV3883  STATE/COUNTY-  NJ/BERGEN
 KV3883  COUNTRY     -  US
 KV3883  USGS QUAD   -  HACKENSACK (2019)
 KV3883
 KV3883                         *CURRENT SURVEY CONTROL
 KV3883  ______________________________________________________________________
 KV3883* NAD 83(1996) POSITION- 40 52 43.85617(N) 074 02 39.18475(W)   ADJUSTED
 KV3883  ______________________________________________________________________
 KV3883  GEOID HEIGHT    -        -31.867 (meters)                     GEOID18
 KV3883  LAPLACE CORR    -          7.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3883.GEOID18 height accuracy estimate available here.
 KV3883
 KV3883.Click photographs - Photos may exist for this station.
 KV3883
 KV3883.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3883
 KV3883. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8053025747(NAD 83)
 KV3883
 KV3883                          SUPERSEDED SURVEY CONTROL
 KV3883
 KV3883  NAD 83(1996)-  40 52 43.85605(N)    074 02 39.18486(W) AD(       ) 3
 KV3883  NAD 83(1996)-  40 52 43.85526(N)    074 02 39.18610(W) AD(       ) 3
 KV3883  NAD 83(1992)-  40 52 43.85277(N)    074 02 39.18664(W) AD(       ) 3
 KV3883  NAD 83(1986)-  40 52 43.86353(N)    074 02 39.18458(W) AD(       ) 3
 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
 KV3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3883.See file dsdata.pdf to determine how the superseded data were derived.
 KV3883
 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 = JULY 24, 2026 22:12:30 EDT
 KV3910 ***********************************************************************
 KV3910  DESIGNATION -  HACKENSACK BERGEN CTHSE DOME
 KV3910  PID         -  KV3910
 KV3910  STATE/COUNTY-  NJ/BERGEN
 KV3910  COUNTRY     -  US
 KV3910  USGS QUAD   -  HACKENSACK (2019)
 KV3910
 KV3910                         *CURRENT SURVEY CONTROL
 KV3910  ______________________________________________________________________
 KV3910* NAD 83(1996) POSITION- 40 52 42.89507(N) 074 02 37.63277(W)   ADJUSTED
 KV3910  ______________________________________________________________________
 KV3910  GEOID HEIGHT    -        -31.866 (meters)                     GEOID18
 KV3910  LAPLACE CORR    -          7.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3910.GEOID18 height accuracy estimate available here.
 KV3910
 KV3910.Click photographs - Photos may exist for this station.
 KV3910
 KV3910.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3910
 KV3910. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8056625718(NAD 83)
 KV3910
 KV3910                          SUPERSEDED SURVEY CONTROL
 KV3910
 KV3910  NAD 83(1996)-  40 52 42.89495(N)    074 02 37.63288(W) AD(       ) 3
 KV3910  NAD 83(1996)-  40 52 42.89417(N)    074 02 37.63412(W) AD(       ) 3
 KV3910  NAD 83(1992)-  40 52 42.89167(N)    074 02 37.63466(W) AD(       ) 3
 KV3910  NAD 83(1986)-  40 52 42.90246(N)    074 02 37.63254(W) AD(       ) 3
 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
 KV3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3910.See file dsdata.pdf to determine how the superseded data were derived.
 KV3910
 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 = JULY 24, 2026 22:12:30 EDT
 KV3964 ***********************************************************************
 KV3964  DESIGNATION -  HACKENSACK CH IMM CONC SPIRE
 KV3964  PID         -  KV3964
 KV3964  STATE/COUNTY-  NJ/BERGEN
 KV3964  COUNTRY     -  US
 KV3964  USGS QUAD   -  WEEHAWKEN (2016)
 KV3964
 KV3964                         *CURRENT SURVEY CONTROL
 KV3964  ______________________________________________________________________
 KV3964* NAD 83(1996) POSITION- 40 51 57.30419(N) 074 02 30.36425(W)   ADJUSTED
 KV3964  ______________________________________________________________________
 KV3964  GEOID HEIGHT    -        -31.863 (meters)                     GEOID18
 KV3964  LAPLACE CORR    -          7.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3964.GEOID18 height accuracy estimate available here.
 KV3964
 KV3964.Click photographs - Photos may exist for this station.
 KV3964
 KV3964.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3964
 KV3964. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8075224314(NAD 83)
 KV3964
 KV3964                          SUPERSEDED SURVEY CONTROL
 KV3964
 KV3964  NAD 83(1996)-  40 51 57.30407(N)    074 02 30.36435(W) AD(       ) 3
 KV3964  NAD 83(1996)-  40 51 57.30301(N)    074 02 30.36584(W) AD(       ) 3
 KV3964  NAD 83(1992)-  40 51 57.30073(N)    074 02 30.36622(W) AD(       ) 3
 KV3964  NAD 83(1986)-  40 51 57.31013(N)    074 02 30.36362(W) AD(       ) 3
 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
 KV3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3964.See file dsdata.pdf to determine how the superseded data were derived.
 KV3964
 KV3964_MARKER: 90 = CHURCH SPIRE
 KV3964
 KV3964  HISTORY     - Date     Condition        Report By
 KV3964  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3964  HISTORY     - 19940820 GOOD             USPSQD
 KV3964  HISTORY     - 20070127 POOR             GEOCAC
 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.
 KV3964
 KV3964                          STATION RECOVERY (2007)
 KV3964
 KV3964'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV3964'THE CHURCH STANDS AT THE DESCRIBED LOCATION WITH A TOWER RISING FROM
 KV3964'THE NORTH END, BUT THE TOWER IS NOW SQUARE AND BOTH THE TOWER AND
 KV3964'CHURCH ARE BRICK.  USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3905 ***********************************************************************
 KV3905  DESIGNATION -  HACKENSACK FIRST PRESB CHURCH
 KV3905  PID         -  KV3905
 KV3905  STATE/COUNTY-  NJ/BERGEN
 KV3905  COUNTRY     -  US
 KV3905  USGS QUAD   -  HACKENSACK (2019)
 KV3905
 KV3905                         *CURRENT SURVEY CONTROL
 KV3905  ______________________________________________________________________
 KV3905* NAD 83(1996) POSITION- 40 53 28.09417(N) 074 02 31.48748(W)   ADJUSTED
 KV3905  ______________________________________________________________________
 KV3905  GEOID HEIGHT    -        -31.855 (meters)                     GEOID18
 KV3905  LAPLACE CORR    -          7.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3905.GEOID18 height accuracy estimate available here.
 KV3905
 KV3905.Click photographs - Photos may exist for this station.
 KV3905
 KV3905.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3905
 KV3905. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8069527113(NAD 83)
 KV3905
 KV3905                          SUPERSEDED SURVEY CONTROL
 KV3905
 KV3905  NAD 83(1996)-  40 53 28.09405(N)    074 02 31.48760(W) AD(       ) 3
 KV3905  NAD 83(1996)-  40 53 28.09297(N)    074 02 31.48859(W) AD(       ) 3
 KV3905  NAD 83(1992)-  40 53 28.09077(N)    074 02 31.48921(W) AD(       ) 3
 KV3905  NAD 83(1986)-  40 53 28.10183(N)    074 02 31.48709(W) AD(       ) 3
 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
 KV3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3905.See file dsdata.pdf to determine how the superseded data were derived.
 KV3905
 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 = JULY 24, 2026 22:12:30 EDT
 KV3899 ***********************************************************************
 KV3899  DESIGNATION -  HACKENSACK FIRST REFORM CHURCH
 KV3899  PID         -  KV3899
 KV3899  STATE/COUNTY-  NJ/BERGEN
 KV3899  COUNTRY     -  US
 KV3899  USGS QUAD   -  HACKENSACK (2019)
 KV3899
 KV3899                         *CURRENT SURVEY CONTROL
 KV3899  ______________________________________________________________________
 KV3899* NAD 83(1996) POSITION- 40 52 45.02203(N) 074 02 33.54791(W)   ADJUSTED
 KV3899  ______________________________________________________________________
 KV3899  GEOID HEIGHT    -        -31.861 (meters)                     GEOID18
 KV3899  LAPLACE CORR    -          7.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3899.GEOID18 height accuracy estimate available here.
 KV3899
 KV3899.Click photographs - Photos may exist for this station.
 KV3899
 KV3899.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3899
 KV3899. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8066125785(NAD 83)
 KV3899
 KV3899                          SUPERSEDED SURVEY CONTROL
 KV3899
 KV3899  NAD 83(1996)-  40 52 45.02190(N)    074 02 33.54802(W) AD(       ) 3
 KV3899  NAD 83(1996)-  40 52 45.02114(N)    074 02 33.54924(W) AD(       ) 3
 KV3899  NAD 83(1992)-  40 52 45.01859(N)    074 02 33.54982(W) AD(       ) 3
 KV3899  NAD 83(1986)-  40 52 45.02949(N)    074 02 33.54760(W) AD(       ) 3
 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
 KV3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3899.See file dsdata.pdf to determine how the superseded data were derived.
 KV3899
 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 = JULY 24, 2026 22:12:30 EDT
 KV3901 ***********************************************************************
 KV3901  DESIGNATION -  HACKENSACK HOLY TRINITY CHURCH
 KV3901  PID         -  KV3901
 KV3901  STATE/COUNTY-  NJ/BERGEN
 KV3901  COUNTRY     -  US
 KV3901  USGS QUAD   -  HACKENSACK (2019)
 KV3901
 KV3901                         *CURRENT SURVEY CONTROL
 KV3901  ______________________________________________________________________
 KV3901* NAD 83(1996) POSITION- 40 53 37.64638(N) 074 02 26.67314(W)   ADJUSTED
 KV3901  ______________________________________________________________________
 KV3901  GEOID HEIGHT    -        -31.849 (meters)                     GEOID18
 KV3901  LAPLACE CORR    -          7.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3901.GEOID18 height accuracy estimate available here.
 KV3901
 KV3901.Click photographs - Photos may exist for this station.
 KV3901
 KV3901.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3901
 KV3901. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8080427409(NAD 83)
 KV3901
 KV3901                          SUPERSEDED SURVEY CONTROL
 KV3901
 KV3901  NAD 83(1996)-  40 53 37.64626(N)    074 02 26.67326(W) AD(       ) 3
 KV3901  NAD 83(1996)-  40 53 37.64503(N)    074 02 26.67421(W) AD(       ) 3
 KV3901  NAD 83(1992)-  40 53 37.64287(N)    074 02 26.67482(W) AD(       ) 3
 KV3901  NAD 83(1986)-  40 53 37.65367(N)    074 02 26.67264(W) AD(       ) 3
 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
 KV3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3901.See file dsdata.pdf to determine how the superseded data were derived.
 KV3901
 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 = JULY 24, 2026 22:12:30 EDT
 KV4085 ***********************************************************************
 KV4085  DESIGNATION -  HACKENSACK R ERIE RR TOWER H X
 KV4085  PID         -  KV4085
 KV4085  STATE/COUNTY-  NJ/BERGEN
 KV4085  COUNTRY     -  US
 KV4085  USGS QUAD   -  WEEHAWKEN (2016)
 KV4085
 KV4085                         *CURRENT SURVEY CONTROL
 KV4085  ______________________________________________________________________
 KV4085* NAD 83(1996) POSITION- 40 47 20.85390(N) 074 04 56.84581(W)   ADJUSTED
 KV4085  ______________________________________________________________________
 KV4085  GEOID HEIGHT    -        -32.038 (meters)                     GEOID18
 KV4085  LAPLACE CORR    -          7.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4085.GEOID18 height accuracy estimate available here.
 KV4085
 KV4085.Click photographs - Photos may exist for this station.
 KV4085
 KV4085.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4085
 KV4085. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7741215753(NAD 83)
 KV4085
 KV4085                          SUPERSEDED SURVEY CONTROL
 KV4085
 KV4085  NAD 83(1996)-  40 47 20.85383(N)    074 04 56.84591(W) AD(       ) 3
 KV4085  NAD 83(1996)-  40 47 20.85289(N)    074 04 56.84742(W) AD(       ) 3
 KV4085  NAD 83(1992)-  40 47 20.85188(N)    074 04 56.84835(W) AD(       ) 3
 KV4085  NAD 83(1986)-  40 47 20.85581(N)    074 04 56.84706(W) AD(       ) 3
 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
 KV4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4085.See file dsdata.pdf to determine how the superseded data were derived.
 KV4085
 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 = JULY 24, 2026 22:12:30 EDT
 KV4014 ***********************************************************************
 KV4014  DESIGNATION -  HACKENSACK R LACKAWANNA RR STK
 KV4014  PID         -  KV4014
 KV4014  STATE/COUNTY-  NJ/HUDSON
 KV4014  COUNTRY     -  US
 KV4014  USGS QUAD   -  WEEHAWKEN (2016)
 KV4014
 KV4014                         *CURRENT SURVEY CONTROL
 KV4014  ______________________________________________________________________
 KV4014* NAD 83(1996) POSITION- 40 46 42.17840(N) 074 05 23.34124(W)   ADJUSTED
 KV4014  ______________________________________________________________________
 KV4014  GEOID HEIGHT    -        -32.066 (meters)                     GEOID18
 KV4014  LAPLACE CORR    -          6.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4014.GEOID18 height accuracy estimate available here.
 KV4014
 KV4014.Click photographs - Photos may exist for this station.
 KV4014
 KV4014.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4014
 KV4014. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7680414554(NAD 83)
 KV4014
 KV4014                          SUPERSEDED SURVEY CONTROL
 KV4014
 KV4014  NAD 83(1996)-  40 46 42.17832(N)    074 05 23.34136(W) AD(       ) 3
 KV4014  NAD 83(1996)-  40 46 42.17733(N)    074 05 23.34303(W) AD(       ) 3
 KV4014  NAD 83(1992)-  40 46 42.17636(N)    074 05 23.34394(W) AD(       ) 3
 KV4014  NAD 83(1986)-  40 46 42.17998(N)    074 05 23.34327(W) AD(       ) 3
 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
 KV4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4014.See file dsdata.pdf to determine how the superseded data were derived.
 KV4014
 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 = JULY 24, 2026 22:12:30 EDT
 KV4305 ***********************************************************************
 KV4305  DESIGNATION -  HACKENSACK RIVER BEACON 1
 KV4305  PID         -  KV4305
 KV4305  STATE/COUNTY-  NJ/HUDSON
 KV4305  COUNTRY     -  US
 KV4305  USGS QUAD   -  JERSEY CITY (2019)
 KV4305
 KV4305                         *CURRENT SURVEY CONTROL
 KV4305  ______________________________________________________________________
 KV4305* NAD 83(1996) POSITION- 40 42 43.63829(N) 074 06 56.04353(W)   ADJUSTED
 KV4305  ______________________________________________________________________
 KV4305  GEOID HEIGHT    -        -32.159 (meters)                     GEOID18
 KV4305  LAPLACE CORR    -          6.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4305.GEOID18 height accuracy estimate available here.
 KV4305
 KV4305.Click photographs - Photos may exist for this station.
 KV4305
 KV4305.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4305
 KV4305. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7470507176(NAD 83)
 KV4305
 KV4305                          SUPERSEDED SURVEY CONTROL
 KV4305
 KV4305  NAD 83(1996)-  40 42 43.63820(N)    074 06 56.04368(W) AD(       ) 3
 KV4305  NAD 83(1996)-  40 42 43.63673(N)    074 06 56.04512(W) AD(       ) 3
 KV4305  NAD 83(1992)-  40 42 43.63601(N)    074 06 56.04621(W) AD(       ) 3
 KV4305  NAD 83(1986)-  40 42 43.63514(N)    074 06 56.04836(W) AD(       ) 3
 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
 KV4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4305.See file dsdata.pdf to determine how the superseded data were derived.
 KV4305
 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 = JULY 24, 2026 22:12:30 EDT
 KV4314 ***********************************************************************
 KV4314  DESIGNATION -  HACKENSACK RIVER BEACON 3
 KV4314  PID         -  KV4314
 KV4314  STATE/COUNTY-  NJ/HUDSON
 KV4314  COUNTRY     -  US
 KV4314  USGS QUAD   -  JERSEY CITY (2019)
 KV4314
 KV4314                         *CURRENT SURVEY CONTROL
 KV4314  ______________________________________________________________________
 KV4314* NAD 83(1996) POSITION- 40 42 58.53076(N) 074 06 31.47590(W)   ADJUSTED
 KV4314  ______________________________________________________________________
 KV4314  GEOID HEIGHT    -        -32.138 (meters)                     GEOID18
 KV4314  LAPLACE CORR    -          6.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4314.GEOID18 height accuracy estimate available here.
 KV4314
 KV4314.Click photographs - Photos may exist for this station.
 KV4314
 KV4314.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4314
 KV4314. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7527707641(NAD 83)
 KV4314
 KV4314                          SUPERSEDED SURVEY CONTROL
 KV4314
 KV4314  NAD 83(1996)-  40 42 58.53066(N)    074 06 31.47606(W) AD(       ) 3
 KV4314  NAD 83(1996)-  40 42 58.52986(N)    074 06 31.47745(W) AD(       ) 3
 KV4314  NAD 83(1992)-  40 42 58.52882(N)    074 06 31.47857(W) AD(       ) 3
 KV4314  NAD 83(1986)-  40 42 58.52882(N)    074 06 31.48028(W) AD(       ) 3
 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
 KV4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4314.See file dsdata.pdf to determine how the superseded data were derived.
 KV4314
 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 = JULY 24, 2026 22:12:30 EDT
 KV3902 ***********************************************************************
 KV3902  DESIGNATION -  HACKENSACK SEARS FLAGPOLE
 KV3902  PID         -  KV3902
 KV3902  STATE/COUNTY-  NJ/BERGEN
 KV3902  COUNTRY     -  US
 KV3902  USGS QUAD   -  HACKENSACK (2019)
 KV3902
 KV3902                         *CURRENT SURVEY CONTROL
 KV3902  ______________________________________________________________________
 KV3902* NAD 83(1996) POSITION- 40 53 32.87608(N) 074 02 21.34542(W)   ADJUSTED
 KV3902  ______________________________________________________________________
 KV3902  GEOID HEIGHT    -        -31.844 (meters)                     GEOID18
 KV3902  LAPLACE CORR    -          7.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3902.GEOID18 height accuracy estimate available here.
 KV3902
 KV3902.Click photographs - Photos may exist for this station.
 KV3902
 KV3902.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3902
 KV3902. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8093127264(NAD 83)
 KV3902
 KV3902                          SUPERSEDED SURVEY CONTROL
 KV3902
 KV3902  NAD 83(1996)-  40 53 32.87596(N)    074 02 21.34554(W) AD(       ) 3
 KV3902  NAD 83(1996)-  40 53 32.87483(N)    074 02 21.34657(W) AD(       ) 3
 KV3902  NAD 83(1992)-  40 53 32.87258(N)    074 02 21.34706(W) AD(       ) 3
 KV3902  NAD 83(1986)-  40 53 32.88367(N)    074 02 21.34481(W) AD(       ) 3
 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
 KV3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3902.See file dsdata.pdf to determine how the superseded data were derived.
 KV3902
 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 = JULY 24, 2026 22:12:30 EDT
 KV3944 ***********************************************************************
 KV3944  DESIGNATION -  HACKENSACK ST JOSEPHS CATH CH
 KV3944  PID         -  KV3944
 KV3944  STATE/COUNTY-  NJ/BERGEN
 KV3944  COUNTRY     -  US
 KV3944  USGS QUAD   -  WEEHAWKEN (2016)
 KV3944
 KV3944                         *CURRENT SURVEY CONTROL
 KV3944  ______________________________________________________________________
 KV3944* NAD 83(1996) POSITION- 40 51 49.17439(N) 074 02 17.00129(W)   ADJUSTED
 KV3944  ______________________________________________________________________
 KV3944  GEOID HEIGHT    -        -31.850 (meters)                     GEOID18
 KV3944  LAPLACE CORR    -          8.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3944.GEOID18 height accuracy estimate available here.
 KV3944
 KV3944.Click photographs - Photos may exist for this station.
 KV3944
 KV3944.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3944
 KV3944. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8106824067(NAD 83)
 KV3944
 KV3944                          SUPERSEDED SURVEY CONTROL
 KV3944
 KV3944  NAD 83(1996)-  40 51 49.17427(N)    074 02 17.00139(W) AD(       ) 3
 KV3944  NAD 83(1996)-  40 51 49.17323(N)    074 02 17.00286(W) AD(       ) 3
 KV3944  NAD 83(1992)-  40 51 49.17089(N)    074 02 17.00332(W) AD(       ) 3
 KV3944  NAD 83(1986)-  40 51 49.17974(N)    074 02 17.00033(W) AD(       ) 3
 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
 KV3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3944.See file dsdata.pdf to determine how the superseded data were derived.
 KV3944
 KV3944_MARKER: 90 = CHURCH SPIRE
 KV3944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3944+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 KV3944
 KV3944  HISTORY     - Date     Condition        Report By
 KV3944  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3944  HISTORY     - 19950820 GOOD             USPSQD
 KV3944  HISTORY     - 20070127 GOOD             GEOCAC
 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.
 KV3944
 KV3944                          STATION RECOVERY (2007)
 KV3944
 KV3944'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV3944'THE CHURCH IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 KV3944'HUDSON STREET AND HENRY PLACE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3038 ***********************************************************************
 JU3038  DESIGNATION -  HADDON HEIGHTS EAST STANDPIPE
 JU3038  PID         -  JU3038
 JU3038  STATE/COUNTY-  NJ/CAMDEN
 JU3038  COUNTRY     -  US
 JU3038  USGS QUAD   -  CAMDEN (2019)
 JU3038
 JU3038                         *CURRENT SURVEY CONTROL
 JU3038  ______________________________________________________________________
 JU3038* NAD 83(1996) POSITION- 39 53 13.92437(N) 075 02 58.94937(W)   ADJUSTED
 JU3038  ______________________________________________________________________
 JU3038  GEOID HEIGHT    -        -32.822 (meters)                     GEOID18
 JU3038  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3038.GEOID18 height accuracy estimate available here.
 JU3038
 JU3038.Click photographs - Photos may exist for this station.
 JU3038
 JU3038.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3038
 JU3038. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9574915238(NAD 83)
 JU3038
 JU3038                          SUPERSEDED SURVEY CONTROL
 JU3038
 JU3038  NAD 83(1991)-  39 53 13.91890(N)    075 02 58.95213(W) AD(       ) 3
 JU3038  NAD 83(1986)-  39 53 13.91542(N)    075 02 58.95427(W) AD(       ) 3
 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
 JU3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3038.See file dsdata.pdf to determine how the superseded data were derived.
 JU3038
 JU3038_MARKER: 52 = STANDPIPE TANK
 JU3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3038+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 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  HISTORY     - 20070216 GOOD             UE
 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.
 JU3038
 JU3038                          STATION RECOVERY (2007)
 JU3038
 JU3038'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3043 ***********************************************************************
 JU3043  DESIGNATION -  HADDONFIELD STANDPIPE
 JU3043  PID         -  JU3043
 JU3043  STATE/COUNTY-  NJ/CAMDEN
 JU3043  COUNTRY     -  US
 JU3043  USGS QUAD   -  CAMDEN (2019)
 JU3043
 JU3043                         *CURRENT SURVEY CONTROL
 JU3043  ______________________________________________________________________
 JU3043* NAD 83(1996) POSITION- 39 53 30.97800(N) 075 01 49.03538(W)   ADJUSTED
 JU3043  ______________________________________________________________________
 JU3043  GEOID HEIGHT    -        -32.809 (meters)                     GEOID18
 JU3043  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3043.GEOID18 height accuracy estimate available here.
 JU3043
 JU3043.Click photographs - Photos may exist for this station.
 JU3043
 JU3043.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3043
 JU3043. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9741015763(NAD 83)
 JU3043
 JU3043                          SUPERSEDED SURVEY CONTROL
 JU3043
 JU3043  NAD 83(1991)-  39 53 30.97433(N)    075 01 49.03718(W) AD(       ) 3
 JU3043  NAD 83(1986)-  39 53 30.97145(N)    075 01 49.03902(W) AD(       ) 3
 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
 JU3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3043.See file dsdata.pdf to determine how the superseded data were derived.
 JU3043
 JU3043_MARKER: 52 = STANDPIPE TANK
 JU3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3043+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 JU3043
 JU3043  HISTORY     - Date     Condition        Report By
 JU3043  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3043  HISTORY     - 1946     GOOD             CGS
 JU3043  HISTORY     - 19941120 GOOD             USPSQD
 JU3043  HISTORY     - 20070216 GOOD             UE
 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.
 JU3043
 JU3043                          STATION RECOVERY (2007)
 JU3043
 JU3043'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3558 ***********************************************************************
 KV3558  DESIGNATION -  HAINESBURGH
 KV3558  PID         -  KV3558
 KV3558  STATE/COUNTY-  NJ/WARREN
 KV3558  COUNTRY     -  US
 KV3558  USGS QUAD   -  PORTLAND (2019)
 KV3558
 KV3558                         *CURRENT SURVEY CONTROL
 KV3558  ______________________________________________________________________
 KV3558* NAD 83(1996) POSITION- 40 56 38.58035(N) 075 03 16.42292(W)   ADJUSTED
 KV3558* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 KV3558  ______________________________________________________________________
 KV3558  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 KV3558  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3558.GEOID18 height accuracy estimate available here.
 KV3558
 KV3558.Click photographs - Photos may exist for this station.
 KV3558
 KV3558.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3558
 KV3558. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   0.99997326  x   0.99992683  =   0.99990009
 KV3558!SPC PA N     -   0.99997326  x   0.99999075  =   0.99996401
 KV3558!SPC PA S     -   0.99997326  x   0.99999652  =   0.99996978
 KV3558!UTM  18      -   0.99997326  x   0.99960026  =   0.99957353
 KV3558
 KV3558:                Primary Azimuth Mark                     Grid Az
 KV3558:SPC NJ       -  DELAWARE WATER GAP FOREST LOT            286 02 48.0
 KV3558:SPC PA N     -  DELAWARE WATER GAP FOREST LOT            283 54 00.4
 KV3558:SPC PA S     -  DELAWARE WATER GAP FOREST LOT            283 56 04.1
 KV3558:UTM  18      -  DELAWARE WATER GAP FOREST LOT            285 43 08.4
 KV3558
 KV3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9540732547(NAD 83)
 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
 KV3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3558.See file dsdata.pdf to determine how the superseded data were derived.
 KV3558
 KV3558_MARKER: DD = SURVEY DISK
 KV3558_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 DJ5350 ***********************************************************************
 DJ5350  DESIGNATION -  HAINESPORT
 DJ5350  PID         -  DJ5350
 DJ5350  STATE/COUNTY-  NJ/BURLINGTON
 DJ5350  COUNTRY     -  US
 DJ5350  USGS QUAD   -  MOUNT HOLLY (2019)
 DJ5350
 DJ5350                         *CURRENT SURVEY CONTROL
 DJ5350  ______________________________________________________________________
 DJ5350* NAD 83(2011) POSITION- 39 59 11.55539(N) 074 49 16.62872(W)   ADJUSTED
 DJ5350* NAD 83(2011) ELLIP HT-   -21.196 (meters)        (06/27/12)   ADJUSTED
 DJ5350* NAD 83(2011) EPOCH   -  2010.00
 DJ5350* NAVD 88 ORTHO HEIGHT -    11.466 (meters)       37.62  (feet) ADJUSTED
 DJ5350  ______________________________________________________________________
 DJ5350  GEOID HEIGHT    -        -32.671 (meters)                     GEOID18
 DJ5350  NAD 83(2011) X  -  1,281,307.998 (meters)                     COMP
 DJ5350  NAD 83(2011) Y  - -4,722,930.912 (meters)                     COMP
 DJ5350  NAD 83(2011) Z  -  4,076,827.236 (meters)                     COMP
 DJ5350  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 DJ5350  DYNAMIC HEIGHT  -         11.462 (meters)       37.60  (feet) COMP
 DJ5350  MODELED GRAVITY -    980,198.6   (mgal)                       NAVD 88
 DJ5350
 DJ5350  VERT ORDER      -  FIRST     CLASS II
 DJ5350
 DJ5350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5350  Standards:
 DJ5350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5350  -------------------------------------------------------------------
 DJ5350  NETWORK    0.66   1.90           0.29   0.25   0.97      0.06686556
 DJ5350  -------------------------------------------------------------------
 DJ5350  Click here for local accuracies and other accuracy information.
 DJ5350
 DJ5350.The horizontal coordinates were established by GPS observations
 DJ5350.and adjusted by the National Geodetic Survey in June 2012.
 DJ5350
 DJ5350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5350.been affixed to the stable North American tectonic plate. See 
 DJ5350.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5350
 DJ5350.The horizontal coordinates are valid at the epoch date displayed above
 DJ5350.which is a decimal equivalence of Year/Month/Day.
 DJ5350
 DJ5350.The orthometric height was determined by differential leveling and
 DJ5350.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5350.in May 2011.
 DJ5350
 DJ5350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5350.GEOID18 height accuracy estimate available here.
 DJ5350
 DJ5350.Click photographs - Photos may exist for this station.
 DJ5350
 DJ5350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5350
 DJ5350.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5350
 DJ5350.The ellipsoidal height was determined by GPS observations
 DJ5350.and is referenced to NAD 83.
 DJ5350
 DJ5350.The dynamic height is computed by dividing the NAVD 88
 DJ5350.geopotential number by the normal gravity value computed on the
 DJ5350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5350.degrees latitude (g = 980.6199 gals.).
 DJ5350
 DJ5350.The modeled gravity was interpolated from observed gravity values.
 DJ5350
 DJ5350. The following values were computed from the NAD 83(2011) position.
 DJ5350
 DJ5350;                    North         East     Units Scale Factor Converg.
 DJ5350;SPC NJ       -   128,069.821   122,561.504   MT  0.99990927   -0 12 23.3
 DJ5350;SPC NJ       -   420,175.74    402,103.87   sFT  0.99990927   -0 12 23.3
 DJ5350;UTM  18      - 4,426,278.935   515,257.993   MT  0.99960287   +0 06 53.4
 DJ5350
 DJ5350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5350!SPC NJ       -   1.00000333  x   0.99990927  =   0.99991259
 DJ5350!UTM  18      -   1.00000333  x   0.99960287  =   0.99960619
 DJ5350
 DJ5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1525726278(NAD 83)
 DJ5350
 DJ5350                          SUPERSEDED SURVEY CONTROL
 DJ5350
 DJ5350  NAD 83(2007)-  39 59 11.55551(N)    074 49 16.62932(W) AD(2002.00) B
 DJ5350  ELLIP H (03/15/07)  -21.178  (m)                       GP(2002.00) 4 1
 DJ5350  NAVD 88 (03/15/07)   11.46   (m)  GEOID03  model used  GPS OBS        
 DJ5350
 DJ5350.Superseded values are not recommended for survey control.
 DJ5350
 DJ5350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5350.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5350
 DJ5350_MARKER: F = FLANGE-ENCASED ROD
 DJ5350_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5350_STAMPING: HAINESPORT 2006
 DJ5350_MARK LOGO: NGS
 DJ5350_PROJECTION: RECESSED 10 CENTIMETERS
 DJ5350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5350+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2023
 DJ5350_ROD/PIPE-DEPTH: 10.1 meters
 DJ5350_SLEEVE-DEPTH  : 0.9 meters
 DJ5350
 DJ5350  HISTORY     - Date     Condition        Report By
 DJ5350  HISTORY     - 20060530 MONUMENTED       NJGS
 DJ5350  HISTORY     - 20080507 GOOD             NJGS
 DJ5350  HISTORY     - 20140421 GOOD             INDIV
 DJ5350  HISTORY     - 20230423 GOOD             AAAS
 DJ5350
 DJ5350                          STATION DESCRIPTION
 DJ5350
 DJ5350'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DJ5350'THE STATION IS LOCATED IN THE BOROUGH OF HAINSPORT, ON THE GROUNDS AND
 DJ5350'IN THE REAR OF THE HAINSPORT MUNICIPAL BUILDING COMPLEX ON MARNE
 DJ5350'HIGHWAY.
 DJ5350'
 DJ5350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND N.J.
 DJ5350'STATE ROUTE 38, GO 4.9 MI (7.89 KM) WEST ON ROUTE 38 TO THE RAMP
 DJ5350'LEADING TO LUMBERTON ROAD (COUNTY ROUTE 641), TURN RIGHT AND GO 0.3 MI
 DJ5350'(0.48 KM) NORTH ON LUMBERTON ROAD TO THE JUNCTION WITH MARNE HIGHWAY
 DJ5350'(COUNTY ROUTE 537), TURN RIGHT AND GO 0.4 MI (0.64 KM) EAST ON MARNE
 DJ5350'HIGHWAY TO THE MUNICIPAL BUILDING DRIVEWAY ON THE LEFT, TURN LEFT AND
 DJ5350'GO AROUND THE BUILDING TO THE STATION NEAR THE EAST SIDE OF THE STREET
 DJ5350'HOCKEY RINK.
 DJ5350'
 DJ5350'THE STATION IS 4.6 M (15.1 FT) NORTH OF THE NORTH EDGE OF THE PARKING
 DJ5350'LOT, 41.9 M (137.5 FT) WEST OF THE WEST CORNER OF THE RESTROOM
 DJ5350'BUILDING, 20.1 M (65.9 FT) SOUTHWEST OF THE RIGHT-CENTER FIELD
 DJ5350'BASEBALL FENCE, 39.2 M (128.6 FT) SOUTH-SOUTHEAST OF THE RIGHTFIELD
 DJ5350'FOUL POLE, 18.5 M (60.7 FT) SOUTHEAST OF THE CENTER OF THE EAST GATE
 DJ5350'TO THE HOCKEY RINK, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND SIGN.
 DJ5350
 DJ5350                          STATION RECOVERY (2008)
 DJ5350
 DJ5350'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DJ5350'RECOVERED AS DESCRIBED.
 DJ5350
 DJ5350                          STATION RECOVERY (2014)
 DJ5350
 DJ5350'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 DJ5350'RECOVERED AS DESCRIBED AT HAINESPORT MUNICIPAL COMPLEX.
 DJ5350'
 DJ5350
 DJ5350                          STATION RECOVERY (2023)
 DJ5350
 DJ5350'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 DJ5350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6913 ***********************************************************************
 KV6913  DESIGNATION -  HAIT 2
 KV6913  PID         -  KV6913
 KV6913  STATE/COUNTY-  NJ/MORRIS
 KV6913  COUNTRY     -  US
 KV6913  USGS QUAD   -  MORRISTOWN (2016)
 KV6913
 KV6913                         *CURRENT SURVEY CONTROL
 KV6913  ______________________________________________________________________
 KV6913* NAD 83(2011) POSITION- 40 48 34.78661(N) 074 23 32.11918(W)   ADJUSTED
 KV6913* NAD 83(2011) ELLIP HT-    40.152 (meters)        (06/27/12)   ADJUSTED
 KV6913* NAD 83(2011) EPOCH   -  2010.00
 KV6913* NAVD 88 ORTHO HEIGHT -    72.9   (meters)      239.    (feet) GPS OBS
 KV6913  ______________________________________________________________________
 KV6913  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6913  GEOID HEIGHT    -        -33.000 (meters)                     GEOID93
 KV6913  GEOID HEIGHT    -        -32.749 (meters)                     GEOID18
 KV6913  NAD 83(2011) X  -  1,300,712.102 (meters)                     COMP
 KV6913  NAD 83(2011) Y  - -4,656,197.262 (meters)                     COMP
 KV6913  NAD 83(2011) Z  -  4,146,473.897 (meters)                     COMP
 KV6913  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC18
 KV6913
 KV6913  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6913  Standards:
 KV6913         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6913            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6913  -------------------------------------------------------------------
 KV6913  NETWORK    0.40   0.65           0.17   0.16   0.33      0.04843754
 KV6913  -------------------------------------------------------------------
 KV6913  Click here for local accuracies and other accuracy information.
 KV6913
 KV6913.The horizontal coordinates were established by GPS observations
 KV6913.and adjusted by the National Geodetic Survey in June 2012.
 KV6913
 KV6913.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6913.been affixed to the stable North American tectonic plate. See 
 KV6913.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6913
 KV6913.The horizontal coordinates are valid at the epoch date displayed above
 KV6913.which is a decimal equivalence of Year/Month/Day.
 KV6913
 KV6913.The orthometric height was determined by GPS observations and a
 KV6913.high-resolution geoid model.
 KV6913
 KV6913.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6913.GEOID18 height accuracy estimate available here.
 KV6913
 KV6913.Click photographs - Photos may exist for this station.
 KV6913
 KV6913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6913
 KV6913.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6913
 KV6913.The ellipsoidal height was determined by GPS observations
 KV6913.and is referenced to NAD 83.
 KV6913
 KV6913. The following values were computed from the NAD 83(2011) position.
 KV6913
 KV6913;                    North         East     Units Scale Factor Converg.
 KV6913;SPC NJ       -   219,417.941   159,090.237   MT  0.99990102   +0 04 13.5
 KV6913;SPC NJ       -   719,873.69    521,948.55   sFT  0.99990102   +0 04 13.5
 KV6913;UTM  18      - 4,517,805.868   551,259.152   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5125917805(NAD 83)
 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  NAD 83(2007)-  40 48 34.78679(N)    074 23 32.11990(W) AD(2002.00) 0
 KV6913  ELLIP H (02/10/07)   40.166  (m)                       GP(2002.00)    
 KV6913  ELLIP H (10/23/02)   40.149  (m)                       GP(       ) 4 1
 KV6913  NAD 83(1996)-  40 48 34.78710(N)    074 23 32.12034(W) AD(       ) 1
 KV6913  ELLIP H (05/14/99)   40.176  (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
 KV6913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6913.See file dsdata.pdf to determine how the superseded data were derived.
 KV6913
 KV6913_MARKER: DD = SURVEY DISK
 KV6913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     - 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. ROBERT
 KV6913'ACKERMAN, PHONE 201 503 6979, WHO WILL ARRANGE FOR AN ESCORT TO THE
 KV6913'STATION UPON ARRIVAL AT THE SECURITY HEADQUARTERS BUILDING.
 KV6913'
 KV6913'TO 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 WITH
 KV6913'RIDGEDALE AVENUE, COUNTY ROAD 632.  TURN RIGHT AND GO SOUTHWEST ON
 KV6913'RIDGEDALE AVENUE FOR 0.5 MI (0.80 KM) TO THE VISITORS ENTRANCE TO THE
 KV6913'SANDOZ PHARMACEUTICAL CORPORATION ON THE LEFT.  TURN LEFT AND GO 0.1
 KV6913'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 0.05
 KV6913'MI (0.08 KM) TO A TEE JUNCTION WITH ANOTHER PAVED ROAD ON THE LEFT,
 KV6913'LEADING TO BUILDING NUMBERS 401 TO 405.  TURN LEFT AND GO NORTHWEST
 KV6913'THEN NORTHEAST ON A PVED ROAD, WHICH PARALLES RIDGEDALE AVENUE, FOR
 KV6913'0.35 MI (0.56 KM) TO AN ENTRANCE TO A PARKING LOT ON THE RIGHT.  TURN
 KV6913'RIGHT AND THEN SHARP RIGHT AND GO SOUTHWEST ALONG THE PARKING LOT FOR
 KV6913'0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT, SET ABOUT 0.03 M
 KV6913'(0.10 FT) BELOW THE GROUND ON A STEEP LANDSCAPED GRASS SLOPE
 KV6913'EMBANKMENT, OPPOSITE BUILDING NUMBER 405, A FOUR STORY CONCRETE AND
 KV6913'GLASS STRUCTURE.
 KV6913'
 KV6913'THE STATION IS 4.2 FT (1.28 M) NORTHWEST FROM THE WEST STONE CURB OF
 KV6913'THE PARKING LOT, 40.5 FT (12.34 M) NORTHEAST FROM A MANHOLE SET FLUSH
 KV6913'IN THE LANDSCAPED EMBANKMENT, 24.2 FT (7.38 M) SOUTH FROM A 20 FT
 KV6913'(6.10 M) TALL TREE WITH GUTY WIRE ATTACHMENTS, 88.0 FT (26.82 M)
 KV6913'NORTHEAST FROM A 1.5 FT (0.46 M) DIAMENTER PINE TREE ADJACENT TO AN
 KV6913'ORANGE CARSONITE WITNESS POST AND 1.2 FT (0.37 M) EAST FROM AN ORANGE
 KV6913'CARSONITE WITNESS POST.
 KV6913
 KV6913                          STATION RECOVERY (1993)
 KV6913
 KV6913'RECOVERED 1993
 KV6913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4567 ***********************************************************************
 KV4567  DESIGNATION -  HALE
 KV4567  PID         -  KV4567
 KV4567  STATE/COUNTY-  NJ/MIDDLESEX
 KV4567  COUNTRY     -  US
 KV4567  USGS QUAD   -  ARTHUR KILL (2019)
 KV4567
 KV4567                         *CURRENT SURVEY CONTROL
 KV4567  ______________________________________________________________________
 KV4567* NAD 83(1996) POSITION- 40 35 05.72502(N) 074 13 19.79837(W)   ADJUSTED
 KV4567* NAVD 88 ORTHO HEIGHT -    10.    (meters)       33.    (feet) SCALED
 KV4567  ______________________________________________________________________
 KV4567  GEOID HEIGHT    -        -32.429 (meters)                     GEOID18
 KV4567  LAPLACE CORR    -          5.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4567.GEOID18 height accuracy estimate available here.
 KV4567
 KV4567.Click photographs - Photos may exist for this station.
 KV4567
 KV4567.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4567
 KV4567. The following values were computed from the NAD 83(1996) position.
 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       -  BERQUIST                                 145 41 26.4
 KV4567:SPC NY L     -  BERQUIST                                 146 01 00.2
 KV4567:UTM  18      -  BERQUIST                                 145 21 55.3
 KV4567
 KV4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6582592972(NAD 83)
 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
 KV4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4567.See file dsdata.pdf to determine how the superseded data were derived.
 KV4567
 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 = JULY 24, 2026 22:12:30 EDT
 JU2622 ***********************************************************************
 JU2622  DESIGNATION -  HALSEY
 JU2622  PID         -  JU2622
 JU2622  STATE/COUNTY-  NJ/OCEAN
 JU2622  COUNTRY     -  US
 JU2622  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2622
 JU2622                         *CURRENT SURVEY CONTROL
 JU2622  ______________________________________________________________________
 JU2622* NAD 83(1996) POSITION- 39 50 43.93011(N) 074 05 20.06219(W)   ADJUSTED
 JU2622* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU2622  ______________________________________________________________________
 JU2622  GEOID HEIGHT    -        -33.175 (meters)                     GEOID18
 JU2622  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2622.GEOID18 height accuracy estimate available here.
 JU2622
 JU2622.Click photographs - Photos may exist for this station.
 JU2622
 JU2622.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2622
 JU2622. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000480  x   0.99991523  =   0.99992003
 JU2622!UTM  18      -   1.00000480  x   0.99967480  =   0.99967960
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7794611010(NAD 83)
 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  USSD        -  39 50 43.93100(N)    074 05 21.44800(W) AD(       ) 3
 JU2622
 JU2622.Superseded values are not recommended for survey control.
 JU2622
 JU2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2622.See file dsdata.pdf to determine how the superseded data were derived.
 JU2622
 JU2622_MARKER: DS = TRIANGULATION STATION DISK
 JU2622_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 DH4392 ***********************************************************************
 DH4392  DESIGNATION -  HAMBONE
 DH4392  PID         -  DH4392
 DH4392  STATE/COUNTY-  NJ/MERCER
 DH4392  COUNTRY     -  US
 DH4392  USGS QUAD   -  TRENTON EAST (2019)
 DH4392
 DH4392                         *CURRENT SURVEY CONTROL
 DH4392  ______________________________________________________________________
 DH4392* NAD 83(2011) POSITION- 40 12 20.23264(N) 074 38 05.62107(W)   ADJUSTED
 DH4392* NAD 83(2011) ELLIP HT-    -4.625 (meters)        (06/27/12)   ADJUSTED
 DH4392* NAD 83(2011) EPOCH   -  2010.00
 DH4392* NAVD 88 ORTHO HEIGHT -    28.182 (meters)       92.46  (feet) ADJUSTED
 DH4392  ______________________________________________________________________
 DH4392  GEOID HEIGHT    -        -32.810 (meters)                     GEOID18
 DH4392  NAD 83(2011) X  -  1,292,517.533 (meters)                     COMP
 DH4392  NAD 83(2011) Y  - -4,703,642.537 (meters)                     COMP
 DH4392  NAD 83(2011) Z  -  4,095,446.057 (meters)                     COMP
 DH4392  LAPLACE CORR    -          5.03  (seconds)                    DEFLEC18
 DH4392  DYNAMIC HEIGHT  -         28.170 (meters)       92.42  (feet) COMP
 DH4392  MODELED GRAVITY -    980,196.1   (mgal)                       NAVD 88
 DH4392
 DH4392  VERT ORDER      -  FIRST     CLASS II
 DH4392
 DH4392  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4392  Standards:
 DH4392         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4392            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4392  -------------------------------------------------------------------
 DH4392  NETWORK    0.25   0.45           0.11   0.09   0.23     -0.01921536
 DH4392  -------------------------------------------------------------------
 DH4392  Click here for local accuracies and other accuracy information.
 DH4392
 DH4392.The horizontal coordinates were established by GPS observations
 DH4392.and adjusted by the National Geodetic Survey in June 2012.
 DH4392
 DH4392.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4392.been affixed to the stable North American tectonic plate. See 
 DH4392.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4392
 DH4392.The horizontal coordinates are valid at the epoch date displayed above
 DH4392.which is a decimal equivalence of Year/Month/Day.
 DH4392
 DH4392.The orthometric height was determined by differential leveling and
 DH4392.adjusted by the NATIONAL GEODETIC SURVEY
 DH4392.in February 2010.
 DH4392
 DH4392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4392.GEOID18 height accuracy estimate available here.
 DH4392
 DH4392.Click photographs - Photos may exist for this station.
 DH4392
 DH4392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4392
 DH4392.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4392
 DH4392.The ellipsoidal height was determined by GPS observations
 DH4392.and is referenced to NAD 83.
 DH4392
 DH4392.The dynamic height is computed by dividing the NAVD 88
 DH4392.geopotential number by the normal gravity value computed on the
 DH4392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4392.degrees latitude (g = 980.6199 gals.).
 DH4392
 DH4392.The modeled gravity was interpolated from observed gravity values.
 DH4392
 DH4392. The following values were computed from the NAD 83(2011) position.
 DH4392
 DH4392;                    North         East     Units Scale Factor Converg.
 DH4392;SPC NJ       -   152,352.219   138,516.590   MT  0.99990162   -0 05 13.5
 DH4392;SPC NJ       -   499,842.24    454,449.85   sFT  0.99990162   -0 05 13.5
 DH4392;UTM  18      - 4,450,643.361   531,071.630   MT  0.99961188   +0 14 08.5
 DH4392
 DH4392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4392!SPC NJ       -   1.00000073  x   0.99990162  =   0.99990235
 DH4392!UTM  18      -   1.00000073  x   0.99961188  =   0.99961261
 DH4392
 DH4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3107150643(NAD 83)
 DH4392
 DH4392                          SUPERSEDED SURVEY CONTROL
 DH4392
 DH4392  NAD 83(2007)-  40 12 20.23299(N)    074 38 05.62170(W) AD(2002.00) 0
 DH4392  ELLIP H (02/10/07)   -4.620  (m)                       GP(2002.00)    
 DH4392  NAD 83(1996)-  40 12 20.23296(N)    074 38 05.62163(W) AD(       ) B
 DH4392  ELLIP H (06/06/05)   -4.596  (m)                       GP(       ) 3 1
 DH4392  NAVD 88 (06/06/05)   28.2    (m)  GEOID03  model used  GPS OBS        
 DH4392
 DH4392.Superseded values are not recommended for survey control.
 DH4392
 DH4392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4392.See file dsdata.pdf to determine how the superseded data were derived.
 DH4392
 DH4392_MARKER: F = FLANGE-ENCASED 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: N = NO MAGNETIC MATERIAL
 DH4392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4392+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2024
 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  HISTORY     - 20060627 GOOD             NJGS
 DH4392  HISTORY     - 20170905 GOOD             PBCONS
 DH4392  HISTORY     - 20171117 GOOD             INDIV
 DH4392  HISTORY     - 20191223 GOOD             NJGS
 DH4392  HISTORY     - 20240525 GOOD             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.
 DH4392
 DH4392                          STATION RECOVERY (2006)
 DH4392
 DH4392'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DH4392'RECOVERED AS DESCRIBED.
 DH4392
 DH4392                          STATION RECOVERY (2017)
 DH4392
 DH4392'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2017 (MJB)
 DH4392'RECOVERED IN GOOD CONDITION.
 DH4392
 DH4392                          STATION RECOVERY (2017)
 DH4392
 DH4392'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (VMG)
 DH4392'RECOVERY NOTE BY TOWNSHIP OF HAMILTON.  RECOVERD AS DESCRIBED.
 DH4392
 DH4392                          STATION RECOVERY (2019)
 DH4392
 DH4392'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 DH4392'RECOVERED IN GOOD CONDITION.
 DH4392
 DH4392                          STATION RECOVERY (2024)
 DH4392
 DH4392'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DH4392'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2618 ***********************************************************************
 LY2618  DESIGNATION -  HAMBURGH 1882
 LY2618  PID         -  LY2618
 LY2618  STATE/COUNTY-  NJ/SUSSEX
 LY2618  COUNTRY     -  US
 LY2618  USGS QUAD   -  HAMBURG (2019)
 LY2618
 LY2618                         *CURRENT SURVEY CONTROL
 LY2618  ______________________________________________________________________
 LY2618* NAD 83(2011) POSITION- 41 08 53.38003(N) 074 31 48.37650(W)   ADJUSTED
 LY2618* NAD 83(2011) ELLIP HT-   403.132 (meters)        (06/27/12)   ADJUSTED
 LY2618* NAD 83(2011) EPOCH   -  2010.00
 LY2618* NAVD 88 ORTHO HEIGHT -   435.5   (meters)     1429.    (feet) GPS OBS
 LY2618  ______________________________________________________________________
 LY2618  NAVD 88 orthometric height was determined with an earlier geoid model
 LY2618  GEOID HEIGHT    -        -32.340 (meters)                     GEOID18
 LY2618  NAD 83(2011) X  -  1,283,003.359 (meters)                     COMP
 LY2618  NAD 83(2011) Y  - -4,635,817.881 (meters)                     COMP
 LY2618  NAD 83(2011) Z  -  4,175,092.548 (meters)                     COMP
 LY2618  LAPLACE CORR    -          6.35  (seconds)                    DEFLEC18
 LY2618
 LY2618  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2618  Standards:
 LY2618         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2618            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2618  -------------------------------------------------------------------
 LY2618  NETWORK    0.44   0.90           0.20   0.15   0.46      0.05530641
 LY2618  -------------------------------------------------------------------
 LY2618  Click here for local accuracies and other accuracy information.
 LY2618
 LY2618.The horizontal coordinates were established by GPS observations
 LY2618.and adjusted by the National Geodetic Survey in June 2012.
 LY2618
 LY2618.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2618.been affixed to the stable North American tectonic plate. See 
 LY2618.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2618
 LY2618.The horizontal coordinates are valid at the epoch date displayed above
 LY2618.which is a decimal equivalence of Year/Month/Day.
 LY2618
 LY2618.The orthometric height was determined by GPS observations and a
 LY2618.high-resolution geoid model.
 LY2618
 LY2618.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2618.GEOID18 height accuracy estimate available here.
 LY2618
 LY2618.Click photographs - Photos may exist for this station.
 LY2618
 LY2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2618
 LY2618.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2618
 LY2618.The ellipsoidal height was determined by GPS observations
 LY2618.and is referenced to NAD 83.
 LY2618
 LY2618. The following values were computed from the NAD 83(2011) position.
 LY2618
 LY2618;                    North         East     Units Scale Factor Converg.
 LY2618;SPC NJ       -   257,000.439   147,473.078   MT  0.99990008   -0 01 11.3
 LY2618;SPC NJ       -   843,175.61    483,834.59   sFT  0.99990008   -0 01 11.3
 LY2618;SPC PA N     -   114,022.148   870,227.993   MT  0.99996782   +2 07 48.3
 LY2618;SPC PA N     -   374,087.66  2,855,073.01   sFT  0.99996782   +2 07 48.3
 LY2618;SPC PA S     -   206,445.986   870,248.137   MT  1.00003357   +2 05 20.6
 LY2618;SPC PA S     -   677,314.87  2,855,139.10   sFT  1.00003357   +2 05 20.6
 LY2618;UTM  18      - 4,555,310.957   539,430.357   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 N     -   0.99993677  x   0.99996782  =   0.99990459
 LY2618!SPC PA S     -   0.99993677  x   1.00003357  =   0.99997034
 LY2618!UTM  18      -   0.99993677  x   0.99961913  =   0.99955592
 LY2618
 LY2618:                Primary Azimuth Mark                     Grid Az
 LY2618:SPC NJ       -  HIGH POINT RESET                         330 11 37.2
 LY2618:SPC PA N     -  HIGH POINT RESET                         328 02 37.6
 LY2618:SPC PA S     -  HIGH POINT RESET                         328 05 05.3
 LY2618:UTM  18      -  HIGH POINT RESET                         329 51 52.8
 LY2618
 LY2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3943055310(NAD 83)
 LY2618
 LY2618|---------------------------------------------------------------------|
 LY2618| PID    Reference Object                     Distance      Geod. Az  |
 LY2618|                                                           dddmmss.s |
 LY2618| LY2606 HIGH POINT RESET                    APPROX.22.1 KM 3301025.9 |
 LY2618|---------------------------------------------------------------------|
 LY2618
 LY2618                          SUPERSEDED SURVEY CONTROL
 LY2618
 LY2618  NAD 83(2007)-  41 08 53.38027(N)    074 31 48.37739(W) AD(2002.00) 0
 LY2618  ELLIP H (02/10/07)  403.143  (m)                       GP(2002.00)    
 LY2618  ELLIP H (10/23/02)  403.123  (m)                       GP(       ) 4 1
 LY2618  NAD 83(1996)-  41 08 53.38038(N)    074 31 48.37714(W) AD(       ) 1
 LY2618  ELLIP H (05/14/99)  403.134  (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  USSD        -  41 08 53.39800(N)    074 31 49.75000(W) AD(       ) 3
 LY2618
 LY2618.Superseded values are not recommended for survey control.
 LY2618
 LY2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2618.See file dsdata.pdf to determine how the superseded data were derived.
 LY2618
 LY2618_MARKER: DS = TRIANGULATION STATION DISK
 LY2618_SETTING: 66 = SET 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.
 LY2618'REFERENCE MARK 3 WAS RECOVERED.
 LY2618'UNABLE TO LOCATE RM 1 (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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU4021  USGS QUAD   -  HAMMONTON (2019)
 JU4021
 JU4021                         *CURRENT SURVEY CONTROL
 JU4021  ______________________________________________________________________
 JU4021* NAD 83(2011) POSITION- 39 39 51.81354(N) 074 45 30.79134(W)   ADJUSTED
 JU4021* NAD 83(2011) ELLIP HT-   -14.335 (meters)        (06/27/12)   ADJUSTED
 JU4021* NAD 83(2011) EPOCH   -  2010.00
 JU4021* NAVD 88 ORTHO HEIGHT -    18.990 (meters)       62.30  (feet) ADJUSTED
 JU4021  ______________________________________________________________________
 JU4021  GEOID HEIGHT    -        -33.322 (meters)                     GEOID18
 JU4021  NAD 83(2011) X  -  1,292,501.944 (meters)                     COMP
 JU4021  NAD 83(2011) Y  - -4,743,632.583 (meters)                     COMP
 JU4021  NAD 83(2011) Z  -  4,049,361.356 (meters)                     COMP
 JU4021  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 JU4021  DYNAMIC HEIGHT  -         18.981 (meters)       62.27  (feet) COMP
 JU4021  MODELED GRAVITY -    980,139.8   (mgal)                       NAVD 88
 JU4021
 JU4021  VERT ORDER      -  FIRST     CLASS II
 JU4021
 JU4021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4021  Standards:
 JU4021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4021  -------------------------------------------------------------------
 JU4021  NETWORK    0.22   0.47           0.10   0.08   0.24      0.00295308
 JU4021  -------------------------------------------------------------------
 JU4021  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4021
 JU4021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4021.been affixed to the stable North American tectonic plate. See 
 JU4021.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4021
 JU4021.The horizontal coordinates are valid at the epoch date displayed above
 JU4021.which is a decimal equivalence of Year/Month/Day.
 JU4021
 JU4021.The orthometric height was determined by differential leveling and
 JU4021.adjusted by the NATIONAL GEODETIC SURVEY
 JU4021.in September 1996.
 JU4021
 JU4021.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4021.GEOID18 height accuracy estimate available here.
 JU4021
 JU4021.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 JU4021
 JU4021.The ellipsoidal height was determined by GPS observations
 JU4021.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4021
 JU4021;                    North         East     Units Scale Factor Converg.
 JU4021;SPC NJ       -    92,287.126   127,815.645   MT  0.99990606   -0 09 54.1
 JU4021;SPC NJ       -   302,778.68    419,341.83   sFT  0.99990606   -0 09 54.1
 JU4021;UTM  18      - 4,390,537.020   520,710.384   MT  0.99960528   +0 09 14.8
 JU4021
 JU4021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4021!SPC NJ       -   1.00000225  x   0.99990606  =   0.99990831
 JU4021!UTM  18      -   1.00000225  x   0.99960528  =   0.99960753
 JU4021
 JU4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2071090537(NAD 83)
 JU4021
 JU4021|---------------------------------------------------------------------|
 JU4021| PID    Reference Object                     Distance      Geod. Az  |
 JU4021|                                                           dddmmss.s |
 JU4021| JU4022 HAMMONTON PRIMARY PAIR 2            367.682 METERS 01615     |
 JU4021|---------------------------------------------------------------------|
 JU4021
 JU4021                          SUPERSEDED SURVEY CONTROL
 JU4021
 JU4021  NAD 83(2007)-  39 39 51.81393(N)    074 45 30.79209(W) AD(2002.00) 0
 JU4021  ELLIP H (02/10/07)  -14.323  (m)                       GP(2002.00)    
 JU4021  ELLIP H (09/24/01)  -14.297  (m)                       GP(       ) 4 1
 JU4021  NAD 83(1996)-  39 39 51.81396(N)    074 45 30.79246(W) AD(       ) B
 JU4021  ELLIP H (07/24/97)  -14.320  (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)  -14.374  (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)  -14.434  (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              18.99   (m)           62.3    (f) LEVELING    3  
 JU4021  NAVD 88 (04/16/93)   19.0    (m)  GEOID93  model used  GPS OBS        
 JU4021  NGVD 29 (08/10/88)   19.2    (m)  RAPSU86  model used  GPS OBS        
 JU4021
 JU4021.Superseded values are not recommended for survey control.
 JU4021
 JU4021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4021.See file dsdata.pdf to determine how the superseded data were derived.
 JU4021
 JU4021_MARKER: F = FLANGE-ENCASED ROD
 JU4021_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 19, 2019
 JU4021_ROD/PIPE-DEPTH: 25.6 meters
 JU4021
 JU4021  HISTORY     - Date     Condition        Report By
 JU4021  HISTORY     - 1987     MONUMENTED       NGS
 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  HISTORY     - 20061113 GOOD             NJGS
 JU4021  HISTORY     - 20120419 GOOD             CANJDE
 JU4021  HISTORY     - 20190719 GOOD             NJGS
 JU4021
 JU4021                          STATION DESCRIPTION
 JU4021
 JU4021'DESCRIBED BY NATIONAL 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'
 JU4021
 JU4021                          STATION RECOVERY (2006)
 JU4021
 JU4021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (ECB)
 JU4021'RECOVERED AS DESCRIBED.
 JU4021
 JU4021                          STATION RECOVERY (2012)
 JU4021
 JU4021'RECOVERY NOTE BY COUNTY OF ATLANTIC NJ DIVISION 2012
 JU4021'RECOVERED IN GOOD CONDITION.
 JU4021
 JU4021                          STATION RECOVERY (2019)
 JU4021
 JU4021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU4021'RECOVERED AS DESCRIBED.  WITNESS POST IS MISSING.  AN ADDITIONAL TIE
 JU4021'IS 3.1 M (10.2 FT) NORTH-NORTHEAST OF CENTER OF CONCRETE BASE FOR A
 JU4021'LANDING LIGHT.  TO ACCESS THE STATION CONTACT THE CITY OF HAMMONTON
 JU4021'AIRPORT MANAGER 609 5674325 OR 609 567 4300.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4022 ***********************************************************************
 JU4022  DESIGNATION -  HAMMONTON PRIMARY PAIR 2
 JU4022  PID         -  JU4022
 JU4022  STATE/COUNTY-  NJ/ATLANTIC
 JU4022  COUNTRY     -  US
 JU4022  USGS QUAD   -  HAMMONTON (2019)
 JU4022
 JU4022                         *CURRENT SURVEY CONTROL
 JU4022  ______________________________________________________________________
 JU4022* NAD 83(2011) POSITION- 39 40 03.25883(N) 074 45 26.47373(W)   ADJUSTED
 JU4022* NAD 83(2011) ELLIP HT-   -14.104 (meters)        (06/27/12)   ADJUSTED
 JU4022* NAD 83(2011) EPOCH   -  2010.00
 JU4022* NAVD 88 ORTHO HEIGHT -    19.206 (meters)       63.01  (feet) ADJUSTED
 JU4022  ______________________________________________________________________
 JU4022  GEOID HEIGHT    -        -33.312 (meters)                     GEOID18
 JU4022  NAD 83(2011) X  -  1,292,542.049 (meters)                     COMP
 JU4022  NAD 83(2011) Y  - -4,743,388.310 (meters)                     COMP
 JU4022  NAD 83(2011) Z  -  4,049,633.224 (meters)                     COMP
 JU4022  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 JU4022  DYNAMIC HEIGHT  -         19.196 (meters)       62.98  (feet) COMP
 JU4022  MODELED GRAVITY -    980,140.3   (mgal)                       NAVD 88
 JU4022
 JU4022  VERT ORDER      -  FIRST     CLASS II
 JU4022
 JU4022  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4022  Standards:
 JU4022         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4022            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4022  -------------------------------------------------------------------
 JU4022  NETWORK    0.26   0.53           0.12   0.09   0.27     -0.02623667
 JU4022  -------------------------------------------------------------------
 JU4022  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4022
 JU4022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4022.been affixed to the stable North American tectonic plate. See 
 JU4022.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4022
 JU4022.The horizontal coordinates are valid at the epoch date displayed above
 JU4022.which is a decimal equivalence of Year/Month/Day.
 JU4022
 JU4022.The orthometric height was determined by differential leveling and
 JU4022.adjusted by the NATIONAL GEODETIC SURVEY
 JU4022.in September 1996.
 JU4022
 JU4022.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4022.GEOID18 height accuracy estimate available here.
 JU4022
 JU4022.Click photographs - Photos may exist for this station.
 JU4022
 JU4022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4022
 JU4022.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4022
 JU4022.The ellipsoidal height was determined by GPS observations
 JU4022.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4022
 JU4022;                    North         East     Units Scale Factor Converg.
 JU4022;SPC NJ       -    92,639.782   127,919.562   MT  0.99990600   -0 09 51.4
 JU4022;SPC NJ       -   303,935.68    419,682.76   sFT  0.99990600   -0 09 51.4
 JU4022;UTM  18      - 4,390,890.143   520,812.305   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2081290890(NAD 83)
 JU4022
 JU4022|---------------------------------------------------------------------|
 JU4022| PID    Reference Object                     Distance      Geod. Az  |
 JU4022|                                                           dddmmss.s |
 JU4022| JU4021 HAMMONTON PRIMARY PAIR 1            367.682 METERS 19615     |
 JU4022|---------------------------------------------------------------------|
 JU4022
 JU4022                          SUPERSEDED SURVEY CONTROL
 JU4022
 JU4022  NAD 83(2007)-  39 40 03.25917(N)    074 45 26.47446(W) AD(2002.00) 0
 JU4022  ELLIP H (02/10/07)  -14.094  (m)                       GP(2002.00)    
 JU4022  ELLIP H (09/25/02)  -14.066  (m)                       GP(       ) 4 1
 JU4022  NAD 83(1996)-  39 40 03.25906(N)    074 45 26.47459(W) AD(       ) 1
 JU4022  ELLIP H (05/14/99)  -14.098  (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)  -14.137  (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)  -14.212  (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              19.21   (m)           63.0    (f) LEVELING    3  
 JU4022  NAVD 88 (02/08/94)   19.2    (m)  GEOID93  model used  GPS OBS        
 JU4022  NGVD 29 (08/10/88)   19.4    (m)  RAPSU86  model used  GPS OBS        
 JU4022
 JU4022.Superseded values are not recommended for survey control.
 JU4022
 JU4022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4022.See file dsdata.pdf to determine how the superseded data were derived.
 JU4022
 JU4022_MARKER: F = FLANGE-ENCASED ROD
 JU4022_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 19, 2019
 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  HISTORY     - 20120919 GOOD             CANJDE
 JU4022  HISTORY     - 20190719 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.
 JU4022
 JU4022                          STATION RECOVERY (2012)
 JU4022
 JU4022'RECOVERY NOTE BY COUNTY OF ATLANTIC NJ DIVISION 2012
 JU4022'THE SECOND TIE FROM THE 1993 DESCRIPTION REFERENCES 'THE SECOND
 JU4022'TAXIWAY LEADING TO THE RUNWAY FROM THE SOUTH END OF THE RUNWAY'. THIS
 JU4022'TAXIWAY IS NOW THE THIRD TAXIWAY FROM THE SOUTH END OF RUNWAY '3'. THE
 JU4022'RUNWAY HAS BEEN LENGTHENED.
 JU4022
 JU4022                          STATION RECOVERY (2019)
 JU4022
 JU4022'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU4022'RECOVERED AS DESCRIBED.  WITNESS POST IS MISSING.  AN ADDITIONAL TIE
 JU4022'IS 33 M (108.3 FT) WEST-NORTHWEST OF THE CENTERLINE OF PARALLEL
 JU4022'TAXIWAY.  TO ACCESS THE STATION CONTACT THE CITY OF HAMMONTON AIRPORT
 JU4022'MANAGER 609 5674325 OR 609 567 4300.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6652 ***********************************************************************
 AB6652  DESIGNATION -  HAMMONTON RM 1
 AB6652  PID         -  AB6652
 AB6652  STATE/COUNTY-  NJ/ATLANTIC
 AB6652  COUNTRY     -  US
 AB6652  USGS QUAD   -  HAMMONTON (2019)
 AB6652
 AB6652                         *CURRENT SURVEY CONTROL
 AB6652  ______________________________________________________________________
 AB6652* NAD 83(1986) POSITION- 39 38 49.68   (N) 074 49 17.78   (W)   HD_HELD1
 AB6652* NAVD 88 ORTHO HEIGHT -    44.146 (meters)      144.84  (feet) ADJUSTED
 AB6652  ______________________________________________________________________
 AB6652  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 AB6652  DYNAMIC HEIGHT  -         44.124 (meters)      144.76  (feet) COMP
 AB6652  MODELED GRAVITY -    980,132.7   (mgal)                       NAVD 88
 AB6652
 AB6652  VERT ORDER      -  FIRST     CLASS II
 AB6652
 AB6652.The horizontal coordinates were determined by differentially corrected
 AB6652.hand held GPS observations or other comparable positioning techniques
 AB6652.and have an estimated accuracy of +/- 3 meters.
 AB6652
 AB6652.The orthometric height was determined by differential leveling and
 AB6652.adjusted by the NATIONAL GEODETIC SURVEY
 AB6652.in September 1996.
 AB6652
 AB6652.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6652.GEOID18 height accuracy estimate available here.
 AB6652
 AB6652.Click photographs - Photos may exist for this station.
 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       -    90,388.5     122,398.8     MT  (+/- 3 meters HH1 GPS) 
 AB6652
 AB6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1530588608(NAD 83)
 AB6652
 AB6652                          SUPERSEDED SURVEY CONTROL
 AB6652
 AB6652.No superseded survey control is available for this station.
 AB6652
 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 = JULY 24, 2026 22:12:30 EDT
 AB6651 ***********************************************************************
 AB6651  DESIGNATION -  HAMMONTON RM 2
 AB6651  PID         -  AB6651
 AB6651  STATE/COUNTY-  NJ/ATLANTIC
 AB6651  COUNTRY     -  US
 AB6651  USGS QUAD   -  HAMMONTON (2019)
 AB6651
 AB6651                         *CURRENT SURVEY CONTROL
 AB6651  ______________________________________________________________________
 AB6651* NAD 83(1986) POSITION- 39 38 48.42   (N) 074 49 16.00   (W)   HD_HELD1
 AB6651* NAVD 88 ORTHO HEIGHT -    42.992 (meters)      141.05  (feet) ADJUSTED
 AB6651  ______________________________________________________________________
 AB6651  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 AB6651  DYNAMIC HEIGHT  -         42.970 (meters)      140.98  (feet) COMP
 AB6651  MODELED GRAVITY -    980,132.8   (mgal)                       NAVD 88
 AB6651
 AB6651  VERT ORDER      -  FIRST     CLASS II
 AB6651
 AB6651.The horizontal coordinates were determined by differentially corrected
 AB6651.hand held GPS observations or other comparable positioning techniques
 AB6651.and have an estimated accuracy of +/- 3 meters.
 AB6651
 AB6651.The orthometric height was determined by differential leveling and
 AB6651.adjusted by the NATIONAL GEODETIC SURVEY
 AB6651.in September 1996.
 AB6651
 AB6651.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6651.GEOID18 height accuracy estimate available here.
 AB6651
 AB6651.Click photographs - Photos may exist for this station.
 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       -    90,349.5     122,441.1     MT  (+/- 3 meters HH1 GPS) 
 AB6651
 AB6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1534888570(NAD 83)
 AB6651
 AB6651                          SUPERSEDED SURVEY CONTROL
 AB6651
 AB6651.No superseded survey control is available for this station.
 AB6651
 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 = JULY 24, 2026 22:12:30 EDT
 KU3879 ***********************************************************************
 KU3879  DESIGNATION -  HAN
 KU3879  PID         -  KU3879
 KU3879  STATE/COUNTY-  NJ/BERGEN
 KU3879  COUNTRY     -  US
 KU3879  USGS QUAD   -  YONKERS (2019)
 KU3879
 KU3879                         *CURRENT SURVEY CONTROL
 KU3879  ______________________________________________________________________
 KU3879* NAD 83(1996) POSITION- 40 52 30.07250(N) 073 56 52.73876(W)   ADJUSTED
 KU3879* NAVD 88 ORTHO HEIGHT -    98.    (meters)      322.    (feet) SCALED
 KU3879  ______________________________________________________________________
 KU3879  GEOID HEIGHT    -        -31.512 (meters)                     GEOID18
 KU3879  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3879.GEOID18 height accuracy estimate available here.
 KU3879
 KU3879.Click photographs - Photos may exist for this station.
 KU3879
 KU3879.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3879
 KU3879. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8864325415(NAD 83)
 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
 KU3879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3879.See file dsdata.pdf to determine how the superseded data were derived.
 KU3879
 KU3879_MARKER: DS = TRIANGULATION STATION DISK
 KU3879_SETTING: 66 = SET IN ROCK OUTCROP
 KU3879_STAMPING: HAN 1930
 KU3879_MARK LOGO: CGS
 KU3879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU3879+STABILITY: POSITION/ELEVATION WELL
 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  HISTORY     - 20061204 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.
 KU3879
 KU3879                          STATION RECOVERY (2006)
 KU3879
 KU3879'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3879'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED IN THE MOST
 KU3879'RECENT LOG.
 KU3879'
 KU3879'REFERENCE MARK 2 WAS FOUND USING THE DISTANCE AND BEARING FROM THE BOX
 KU3879'SCORE.  IT IS AN UNSTAMPED TIDAL BENCH MARK DISK WHOSE BENCH LINE
 KU3879'POINTS TO THE STATION.  THE DISK WAS UNDER ABOUT 2 INCHES OF DIRT AND
 KU3879'VEGETATION AND IS IN GOOD CONDITION.
 KU3879'
 KU3879'REFERENCE MARK 1 WAS NOT FOUND AFTER ABOUT 30 MINUTES OF SEARCHING BY
 KU3879'A 3 MAN PARTY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0702 ***********************************************************************
 KV0702  DESIGNATION -  HANCOCK
 KV0702  PID         -  KV0702
 KV0702  STATE/COUNTY-  NJ/MONMOUTH
 KV0702  COUNTRY     -  US
 KV0702  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0702
 KV0702                         *CURRENT SURVEY CONTROL
 KV0702  ______________________________________________________________________
 KV0702* NAD 83(2011) POSITION- 40 28 15.69960(N) 074 00 42.13686(W)   ADJUSTED
 KV0702* NAD 83(2011) ELLIP HT-   -29.961 (meters)        (06/27/12)   ADJUSTED
 KV0702* NAD 83(2011) EPOCH   -  2010.00
 KV0702* NAVD 88 ORTHO HEIGHT -     2.457 (meters)        8.06  (feet) ADJUSTED
 KV0702  ______________________________________________________________________
 KV0702  GEOID HEIGHT    -        -32.429 (meters)                     GEOID18
 KV0702  NAD 83(2011) X  -  1,338,340.469 (meters)                     COMP
 KV0702  NAD 83(2011) Y  - -4,670,948.997 (meters)                     COMP
 KV0702  NAD 83(2011) Z  -  4,117,893.534 (meters)                     COMP
 KV0702  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 KV0702  DYNAMIC HEIGHT  -          2.456 (meters)        8.06  (feet) COMP
 KV0702  MODELED GRAVITY -    980,206.1   (mgal)                       NAVD 88
 KV0702
 KV0702  VERT ORDER      -  FIRST     CLASS II
 KV0702
 KV0702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0702  Standards:
 KV0702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0702  -------------------------------------------------------------------
 KV0702  NETWORK    0.36   0.57           0.16   0.13   0.29      0.08328260
 KV0702  -------------------------------------------------------------------
 KV0702  Click here for local accuracies and other accuracy information.
 KV0702
 KV0702.The horizontal coordinates were established by GPS observations
 KV0702.and adjusted by the National Geodetic Survey in June 2012.
 KV0702
 KV0702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0702.been affixed to the stable North American tectonic plate. See 
 KV0702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0702
 KV0702.The horizontal coordinates are valid at the epoch date displayed above
 KV0702.which is a decimal equivalence of Year/Month/Day.
 KV0702
 KV0702.The orthometric height was determined by differential leveling and
 KV0702.adjusted by the NATIONAL GEODETIC SURVEY
 KV0702.in June 1991.
 KV0702
 KV0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0702.GEOID18 height accuracy estimate available here.
 KV0702
 KV0702.Click photographs - Photos may exist for this station.
 KV0702
 KV0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0702
 KV0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0702
 KV0702.The ellipsoidal height was determined by GPS observations
 KV0702.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0702
 KV0702;                    North         East     Units Scale Factor Converg.
 KV0702;SPC NJ       -   181,926.215   191,405.442   MT  0.99992110   +0 19 01.0
 KV0702;SPC NJ       -   596,869.59    627,969.35   sFT  0.99992110   +0 19 01.0
 KV0702;UTM  18      - 4,480,507.822   583,778.752   MT  0.99968640   +0 38 29.4
 KV0702
 KV0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0702!SPC NJ       -   1.00000470  x   0.99992110  =   0.99992580
 KV0702!UTM  18      -   1.00000470  x   0.99968640  =   0.99969110
 KV0702
 KV0702:                Primary Azimuth Mark                     Grid Az
 KV0702:SPC NJ       -  MT MITCHELL 4                            176 36 54.8
 KV0702:UTM  18      -  MT MITCHELL 4                            176 17 26.4
 KV0702
 KV0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8377880507(NAD 83)
 KV0702
 KV0702|---------------------------------------------------------------------|
 KV0702| PID    Reference Object                     Distance      Geod. Az  |
 KV0702|                                                           dddmmss.s |
 KV0702| KU3602 EMPIRE STATE BUILDING               APPROX.30.9 KM 0040505.8 |
 KV0702| CB5730 BROOKLYN ST MARKS CATH CH                          0215215.7 |
 KV0702| KU3484 TALLER TANK                         APPROX.14.7 KM 0434859.7 |
 KV0702| KV4924 CASEMATE USCA 1940                  107.954 METERS 09233     |
 KV0702| KV4988 SANDY HOOK SHORAN                    70.699 METERS 11540     |
 KV0702| KV4977 SANDY HOOK STANDPIPE                420.676 METERS 1193123.1 |
 KV0702| KV0707 SIMPSON 2 RM 3                      430.050 METERS 1334233.0 |
 KV0702| KV6237 TP CG                               205.668 METERS 13629     |
 KV0702| KV0708 SIMPSON                             405.878 METERS 1382509.8 |
 KV0702| KU2801 HIGHLANDS NORTH RADAR DOME          APPROX. 9.0 KM 1702357.3 |
 KV0702| KV4950 MT MITCHELL 4                       APPROX. 7.0 KM 1765555.8 |
 KV0702| CB5990 HANCOCK RM 1                         42.413 METERS 18338     |
 KV0702| KV4989 CHAPEL HILL ATT MICRO TOWER         APPROX. 8.0 KM 1995146.5 |
 KV0702| KV4951 LEONARDO HORSFORD TANK              APPROX. 9.1 KM 2072612.1 |
 KV0702| KV0700 FORT HANCOCK RM 3                    28.691 METERS 23537     |
 KV0702| KV5109 UNION BEACH WATER TANK              APPROX.13.7 KM 2553023.6 |
 KV0702| KV5101 KEANSBURG STANDPIPE                 APPROX.10.9 KM 2584823.1 |
 KV0702| CB5991 HANCOCK RM 2                         21.397 METERS 26015     |
 KV0702| KV4965 SANDY HOOK POINT LIGHT              APPROX. 0.6 KM 2672805.5 |
 KV0702| CB5992 HANCOCK RM 3 AZIMUTH                               26742     |
 KV0702| KV4923 MINE 1940                           309.437 METERS 27026     |
 KV0702| KV4970 SANDY HOOK WEA BUR SIGNAL MAST       87.608 METERS 27402     |
 KV0702| KV4973 SANDY HOOK CG FLAGPOLE               29.332 METERS 30012     |
 KV0702| KV0701 FORT HANCOCK RM 4                    28.656 METERS 30425     |
 KV0702|---------------------------------------------------------------------|
 KV0702
 KV0702                          SUPERSEDED SURVEY CONTROL
 KV0702
 KV0702  NAD 83(2007)-  40 28 15.70000(N)    074 00 42.13717(W) AD(2002.00) 0
 KV0702  ELLIP H (02/10/07)  -29.938  (m)                       GP(2002.00)    
 KV0702  ELLIP H (10/23/02)  -29.909  (m)                       GP(       ) 4 1
 KV0702  NAD 83(1996)-  40 28 15.69994(N)    074 00 42.13757(W) AD(       ) 1
 KV0702  ELLIP H (05/14/99)  -29.933  (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)  -30.010  (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               2.47   (m)            8.1    (f) LEVELING    3  
 KV0702  NAVD 88 (01/25/94)    2.467  (m)            8.09   (f) SUPERSEDED  1 2
 KV0702  NGVD 29 (04/16/92)    2.785  (m)            9.14   (f) ADJUSTED    1 2
 KV0702  NGVD 29 (01/10/92)    2.785  (m)            9.14   (f) SUPERSEDED  1 2
 KV0702  NGVD 29 (??/??/87)    2.835  (m)            9.30   (f) SUPERSEDED  1 2
 KV0702  NGVD 29               2.84   (m)            9.3    (f) LEVELING    3  
 KV0702
 KV0702.Superseded values are not recommended for survey control.
 KV0702
 KV0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0702.See file dsdata.pdf to determine how the superseded data were derived.
 KV0702
 KV0702_MARKER: DS = TRIANGULATION STATION DISK
 KV0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU3249 ***********************************************************************
 JU3249  DESIGNATION -  HANCOCKS BRIDGE
 JU3249  PID         -  JU3249
 JU3249  STATE/COUNTY-  NJ/SALEM
 JU3249  COUNTRY     -  US
 JU3249  USGS QUAD   -  SALEM (2019)
 JU3249
 JU3249                         *CURRENT SURVEY CONTROL
 JU3249  ______________________________________________________________________
 JU3249* NAD 83(1996) POSITION- 39 30 31.37085(N) 075 27 37.12863(W)   ADJUSTED
 JU3249* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3249  ______________________________________________________________________
 JU3249  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 JU3249  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3249.GEOID18 height accuracy estimate available here.
 JU3249
 JU3249.Click photographs - Photos may exist for this station.
 JU3249
 JU3249.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3249
 JU3249. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000501  x   0.99961928  =   0.99962429
 JU3249
 JU3249:                Primary Azimuth Mark                     Grid Az
 JU3249:SPC NJ       -  HANCOCKS BRIDGE RM 5 AZIMUTH             115 41 17.6
 JU3249:UTM  18      -  HANCOCKS BRIDGE RM 5 AZIMUTH             115 22 12.4
 JU3249
 JU3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6042773332(NAD 83)
 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
 JU3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3249.See file dsdata.pdf to determine how the superseded data were derived.
 JU3249
 JU3249_MARKER: DS = TRIANGULATION STATION DISK
 JU3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3249_STAMPING: HANCOCKS BRIDGE 1933
 JU3249_MARK LOGO: CGS
 JU3249_PROJECTION: RECESSED 137 CENTIMETERS
 JU3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3249+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 HU0026 ***********************************************************************
 HU0026  DESIGNATION -  HANGAR 2
 HU0026  PID         -  HU0026
 HU0026  STATE/COUNTY-  NJ/CAPE MAY
 HU0026  COUNTRY     -  US
 HU0026  USGS QUAD   -  CAPE MAY (2019)
 HU0026
 HU0026                         *CURRENT SURVEY CONTROL
 HU0026  ______________________________________________________________________
 HU0026* NAD 83(1996) POSITION- 38 56 51.31974(N) 074 53 14.44793(W)   ADJUSTED
 HU0026* NAVD 88 ORTHO HEIGHT -     2.748 (meters)        9.02  (feet) ADJUSTED
 HU0026  ______________________________________________________________________
 HU0026  GEOID HEIGHT    -        -35.521 (meters)                     GEOID18
 HU0026  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 HU0026  DYNAMIC HEIGHT  -          2.747 (meters)        9.01  (feet) COMP
 HU0026  MODELED GRAVITY -    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 and
 HU0026.adjusted by the NATIONAL GEODETIC SURVEY
 HU0026.in March 2001.
 HU0026
 HU0026.No vertical observational check was made to the station.
 HU0026
 HU0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0026.GEOID18 height accuracy estimate available here.
 HU0026
 HU0026.Click photographs - Photos may exist for this station.
 HU0026
 HU0026.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960631
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0976210966(NAD 83)
 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) SUPERSEDED  1 2
 HU0026  NGVD 29 (??/??/??)    3.16   (m)           10.4    (f) RESET       3  
 HU0026  NGVD 29 (01/10/92)    3.149  (m)           10.33   (f) ADJUSTED    1 2
 HU0026  NGVD 29               3.16   (m)           10.4    (f) LEVELING    3  
 HU0026
 HU0026.Superseded values are not recommended for survey control.
 HU0026
 HU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0026.See file dsdata.pdf to determine how the superseded data were derived.
 HU0026
 HU0026_MARKER: DS = TRIANGULATION STATION DISK
 HU0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 HU0027 ***********************************************************************
 HU0027  DESIGNATION -  HANGAR 2 RM 5
 HU0027  PID         -  HU0027
 HU0027  STATE/COUNTY-  NJ/CAPE MAY
 HU0027  COUNTRY     -  US
 HU0027  USGS QUAD   -  CAPE MAY (2019)
 HU0027
 HU0027                         *CURRENT SURVEY CONTROL
 HU0027  ______________________________________________________________________
 HU0027* NAD 83(1986) POSITION- 38 56 51.12   (N) 074 53 14.11   (W)   HD_HELD1
 HU0027* NAVD 88 ORTHO HEIGHT -     2.779 (meters)        9.12  (feet) ADJUSTED
 HU0027  ______________________________________________________________________
 HU0027  GEOID HEIGHT    -        -35.521 (meters)                     GEOID18
 HU0027  DYNAMIC HEIGHT  -          2.777 (meters)        9.11  (feet) COMP
 HU0027  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 HU0027
 HU0027  VERT ORDER      -  FIRST     CLASS II
 HU0027
 HU0027.The horizontal coordinates were determined by differentially corrected
 HU0027.hand held GPS observations or other comparable positioning techniques
 HU0027.and have an estimated accuracy of +/- 3 meters.
 HU0027
 HU0027.The orthometric height was determined by differential leveling and
 HU0027.adjusted by the NATIONAL GEODETIC SURVEY
 HU0027.in March 2001.
 HU0027
 HU0027.No vertical observational check was made to the station.
 HU0027
 HU0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0027.GEOID18 height accuracy estimate available here.
 HU0027
 HU0027.Click photographs - Photos may exist for this station.
 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       -    12,747.8     116,432.2     MT  (+/- 3 meters HH1 GPS) 
 HU0027
 HU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0977010960(NAD 83)
 HU0027
 HU0027                          SUPERSEDED SURVEY CONTROL
 HU0027
 HU0027  NAVD 88 (06/15/91)    2.783  (m)            9.13   (f) SUPERSEDED  1 2
 HU0027  NGVD 29 (??/??/??)    3.19   (m)           10.5    (f) RESET       3  
 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
 HU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0027.See file dsdata.pdf to determine how the superseded data were derived.
 HU0027
 HU0027_MARKER: DR = REFERENCE MARK DISK
 HU0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 HU1186 ***********************************************************************
 HU1186  DESIGNATION -  HANGER AZ MK
 HU1186  PID         -  HU1186
 HU1186  STATE/COUNTY-  NJ/CAPE MAY
 HU1186  COUNTRY     -  US
 HU1186  USGS QUAD   -  CAPE MAY (2019)
 HU1186
 HU1186                         *CURRENT SURVEY CONTROL
 HU1186  ______________________________________________________________________
 HU1186* NAD 83(1986) POSITION- 38 56 52.     (N) 074 52 58.     (W)   SCALED
 HU1186* NAVD 88 ORTHO HEIGHT -     2.284 (meters)        7.49  (feet) ADJUSTED
 HU1186  ______________________________________________________________________
 HU1186  GEOID HEIGHT    -        -35.524 (meters)                     GEOID18
 HU1186  DYNAMIC HEIGHT  -          2.283 (meters)        7.49  (feet) COMP
 HU1186  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 HU1186
 HU1186  VERT ORDER      -  FIRST     CLASS II
 HU1186
 HU1186.The horizontal coordinates were scaled from a map and have
 HU1186.an estimated accuracy of +/- 6 seconds.
 HU1186
 HU1186.The orthometric height was determined by differential leveling and
 HU1186.adjusted by the NATIONAL GEODETIC SURVEY
 HU1186.in June 1991.
 HU1186
 HU1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1186.GEOID18 height accuracy estimate available here.
 HU1186
 HU1186.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ101109(NAD 83)
 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
 HU1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1186.See file dsdata.pdf to determine how the superseded data were derived.
 HU1186
 HU1186_MARKER: DZ = AZIMUTH MARK DISK
 HU1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU1186_SP_SET: BLDG FOUNDATION
 HU1186_STAMPING: HANGER 1932
 HU1186_MARK LOGO: CGS
 HU1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 HU0023 ***********************************************************************
 HU0023  DESIGNATION -  HANGER RM 3
 HU0023  PID         -  HU0023
 HU0023  STATE/COUNTY-  NJ/CAPE MAY
 HU0023  COUNTRY     -  US
 HU0023  USGS QUAD   -  CAPE MAY (2019)
 HU0023
 HU0023                         *CURRENT SURVEY CONTROL
 HU0023  ______________________________________________________________________
 HU0023* NAD 83(1986) POSITION- 38 56 51.13   (N) 074 53 15.24   (W)   HD_HELD1
 HU0023* NAVD 88 ORTHO HEIGHT -     2.831 (meters)        9.29  (feet) ADJUSTED
 HU0023  ______________________________________________________________________
 HU0023  GEOID HEIGHT    -        -35.521 (meters)                     GEOID18
 HU0023  DYNAMIC HEIGHT  -          2.829 (meters)        9.28  (feet) COMP
 HU0023  MODELED GRAVITY -    980,048.3   (mgal)                       NAVD 88
 HU0023
 HU0023  VERT ORDER      -  SECOND    CLASS 0
 HU0023
 HU0023.The horizontal coordinates were determined by differentially corrected
 HU0023.hand held GPS observations or other comparable positioning techniques
 HU0023.and have an estimated accuracy of +/- 3 meters.
 HU0023
 HU0023.The orthometric height was determined by differential leveling and
 HU0023.adjusted by the NATIONAL GEODETIC SURVEY
 HU0023.in June 1991.
 HU0023
 HU0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0023.GEOID18 height accuracy estimate available here.
 HU0023
 HU0023.Click photographs - Photos may exist for this station.
 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       -    12,748.2     116,405.0     MT  (+/- 3 meters HH1 GPS) 
 HU0023
 HU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0974210960(NAD 83)
 HU0023
 HU0023                          SUPERSEDED SURVEY CONTROL
 HU0023
 HU0023  NGVD 29 (04/16/92)    3.226  (m)           10.58   (f) ADJUSTED    2 0
 HU0023  NGVD 29 (??/??/87)    3.226  (m)           10.58   (f) SUPERSEDED  2 0
 HU0023
 HU0023.Superseded values are not recommended for survey control.
 HU0023
 HU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0023.See file dsdata.pdf to determine how the superseded data were derived.
 HU0023
 HU0023_MARKER: DR = REFERENCE MARK DISK
 HU0023_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0023+WITH SETTING: PAVEMENT
 HU0023_SP_SET: STORM DRAIN MANHOLE
 HU0023_STAMPING: HANGER NO 3 1932
 HU0023_MARK LOGO: CGS
 HU0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0023+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 HU0024 ***********************************************************************
 HU0024  DESIGNATION -  HANGER RM 4 BM RESET
 HU0024  PID         -  HU0024
 HU0024  STATE/COUNTY-  NJ/CAPE MAY
 HU0024  COUNTRY     -  US
 HU0024  USGS QUAD   -  CAPE MAY (2019)
 HU0024
 HU0024                         *CURRENT SURVEY CONTROL
 HU0024  ______________________________________________________________________
 HU0024* NAD 83(1986) POSITION- 38 56 52.39   (N) 074 53 16.13   (W)   HD_HELD1
 HU0024* NAVD 88 ORTHO HEIGHT -     3.95  (+/-2cm)       13.0   (feet) VERTCON3
 HU0024  ______________________________________________________________________
 HU0024  GEOID HEIGHT    -        -35.520 (meters)                     GEOID18
 HU0024  VERT ORDER      -  THIRD (See Below)
 HU0024
 HU0024.The horizontal coordinates were determined by differentially corrected
 HU0024.hand held GPS observations or other comparable positioning techniques
 HU0024.and have an estimated accuracy of +/- 3 meters.
 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
 HU0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0024.GEOID18 height accuracy estimate available here.
 HU0024
 HU0024.The vertical order pertains to the NGVD 29 superseded value.
 HU0024
 HU0024.Click photographs - Photos may exist for this station.
 HU0024
 HU0024;                    North         East    Units  Estimated Accuracy
 HU0024;SPC NJ       -    12,787.1     116,383.8     MT  (+/- 3 meters HH1 GPS) 
 HU0024
 HU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0972110999(NAD 83)
 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
 HU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0024.See file dsdata.pdf to determine how the superseded data were derived.
 HU0024
 HU0024_MARKER: DR = REFERENCE MARK DISK
 HU0024_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0024_SP_SET: SLAB
 HU0024_STAMPING: HANGER NO 4 1932 BM RESET
 HU0024_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV5436 ***********************************************************************
 KV5436  DESIGNATION -  HANN
 KV5436  PID         -  KV5436
 KV5436  STATE/COUNTY-  NJ/MIDDLESEX
 KV5436  COUNTRY     -  US
 KV5436  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5436
 KV5436                         *CURRENT SURVEY CONTROL
 KV5436  ______________________________________________________________________
 KV5436* NAD 83(1996) POSITION- 40 26 49.15079(N) 074 25 22.92184(W)   ADJUSTED
 KV5436* NAVD 88 ORTHO HEIGHT -    23.    (meters)       75.    (feet) SCALED
 KV5436  ______________________________________________________________________
 KV5436  GEOID HEIGHT    -        -32.799 (meters)                     GEOID18
 KV5436  LAPLACE CORR    -          5.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5436.GEOID18 height accuracy estimate available here.
 KV5436
 KV5436.Click photographs - Photos may exist for this station.
 KV5436
 KV5436.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5436
 KV5436. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000159  x   0.99990052  =   0.99990211
 KV5436!UTM  18      -   1.00000159  x   0.99962947  =   0.99963105
 KV5436
 KV5436:                Primary Azimuth Mark                     Grid Az
 KV5436:SPC NJ       -  MILLER                                   258 48 59.4
 KV5436:UTM  18      -  MILLER                                   258 29 31.7
 KV5436
 KV5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4892777530(NAD 83)
 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
 KV5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5436.See file dsdata.pdf to determine how the superseded data were derived.
 KV5436
 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 = JULY 24, 2026 22:12:30 EDT
 KV4292 ***********************************************************************
 KV4292  DESIGNATION -  HARBOR LINE 1913 RM 20
 KV4292  PID         -  KV4292
 KV4292  STATE/COUNTY-  NJ/ESSEX
 KV4292  COUNTRY     -  US
 KV4292  USGS QUAD   -  JERSEY CITY (2019)
 KV4292
 KV4292                         *CURRENT SURVEY CONTROL
 KV4292  ______________________________________________________________________
 KV4292* NAD 83(1996) POSITION- 40 42 23.88687(N) 074 07 15.93209(W)   ADJUSTED
 KV4292* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4292  ______________________________________________________________________
 KV4292  GEOID HEIGHT    -        -32.176 (meters)                     GEOID18
 KV4292  LAPLACE CORR    -          6.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4292.GEOID18 height accuracy estimate available here.
 KV4292
 KV4292.Click photographs - Photos may exist for this station.
 KV4292
 KV4292.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4292
 KV4292. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7424406563(NAD 83)
 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  USSD        -  40 42 23.89500(N)    074 07 17.31900(W) AD(       ) 3
 KV4292
 KV4292.Superseded values are not recommended for survey control.
 KV4292
 KV4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4292.See file dsdata.pdf to determine how the superseded data were derived.
 KV4292
 KV4292_MARKER: DS = TRIANGULATION STATION DISK
 KV4292_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 KV4346 ***********************************************************************
 KV4346  DESIGNATION -  HARBOR LINE 1913 RM 8
 KV4346  PID         -  KV4346
 KV4346  STATE/COUNTY-  NJ/HUDSON
 KV4346  COUNTRY     -  US
 KV4346  USGS QUAD   -  JERSEY CITY (2019)
 KV4346
 KV4346                         *CURRENT SURVEY CONTROL
 KV4346  ______________________________________________________________________
 KV4346* NAD 83(1996) POSITION- 40 40 21.48092(N) 074 07 22.08349(W)   ADJUSTED
 KV4346* NAVD 88 ORTHO HEIGHT -     7.    (meters)       23.    (feet) SCALED
 KV4346  ______________________________________________________________________
 KV4346  GEOID HEIGHT    -        -32.186 (meters)                     GEOID18
 KV4346  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4346.GEOID18 height accuracy estimate available here.
 KV4346
 KV4346.Click photographs - Photos may exist for this station.
 KV4346
 KV4346.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4346
 KV4346. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7413802787(NAD 83)
 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  USSD        -  40 40 21.50000(N)    074 07 23.46000(W) AD(       ) 3
 KV4346
 KV4346.Superseded values are not recommended for survey control.
 KV4346
 KV4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4346.See file dsdata.pdf to determine how the superseded data were derived.
 KV4346
 KV4346_MARKER: DD = SURVEY DISK
 KV4346_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 KV4728 ***********************************************************************
 KV4728  DESIGNATION -  HARBOR LINE 1913 RM 26
 KV4728  PID         -  KV4728
 KV4728  STATE/COUNTY-  NJ/UNION
 KV4728  COUNTRY     -  US
 KV4728  USGS QUAD   -  ELIZABETH (2016)
 KV4728
 KV4728                         *CURRENT SURVEY CONTROL
 KV4728  ______________________________________________________________________
 KV4728* NAD 83(1996) POSITION- 40 39 18.11771(N) 074 09 59.89785(W)   ADJUSTED
 KV4728* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4728  ______________________________________________________________________
 KV4728  GEOID HEIGHT    -        -32.305 (meters)                     GEOID18
 KV4728  LAPLACE CORR    -          5.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4728.GEOID18 height accuracy estimate available here.
 KV4728
 KV4728.Click photographs - Photos may exist for this station.
 KV4728
 KV4728.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4728
 KV4728. The following values were computed from the NAD 83(1996) position.
 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  =   0.99966574
 KV4728
 KV4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7045100797(NAD 83)
 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  USSD        -  40 39 18.12000(N)    074 10 01.28000(W) AD(       ) 3
 KV4728
 KV4728.Superseded values are not recommended for survey control.
 KV4728
 KV4728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4728.See file dsdata.pdf to determine how the superseded data were derived.
 KV4728
 KV4728_MARKER: X = CHISELED CROSS
 KV4728_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4735 ***********************************************************************
 KV4735  DESIGNATION -  HARBOR LINE 1913 RM 6
 KV4735  PID         -  KV4735
 KV4735  STATE/COUNTY-  NJ/HUDSON
 KV4735  COUNTRY     -  US
 KV4735  USGS QUAD   -  ELIZABETH (2016)
 KV4735
 KV4735                         *CURRENT SURVEY CONTROL
 KV4735  ______________________________________________________________________
 KV4735* NAD 83(1996) POSITION- 40 39 44.66013(N) 074 07 50.26952(W)   ADJUSTED
 KV4735* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 KV4735  ______________________________________________________________________
 KV4735  GEOID HEIGHT    -        -32.210 (meters)                     GEOID18
 KV4735  LAPLACE CORR    -          5.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4735.GEOID18 height accuracy estimate available here.
 KV4735
 KV4735.Click photographs - Photos may exist for this station.
 KV4735
 KV4735.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4735
 KV4735. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7348701645(NAD 83)
 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  USSD        -  40 39 44.67000(N)    074 07 51.65000(W) AD(       ) 3
 KV4735
 KV4735.Superseded values are not recommended for survey control.
 KV4735
 KV4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4735.See file dsdata.pdf to determine how the superseded data were derived.
 KV4735
 KV4735_MARKER: DD = SURVEY DISK
 KV4735_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 KV4738 ***********************************************************************
 KV4738  DESIGNATION -  HARBOR LINE 1913 RM 4
 KV4738  PID         -  KV4738
 KV4738  STATE/COUNTY-  NJ/HUDSON
 KV4738  COUNTRY     -  US
 KV4738  USGS QUAD   -  ELIZABETH (2016)
 KV4738
 KV4738                         *CURRENT SURVEY CONTROL
 KV4738  ______________________________________________________________________
 KV4738* NAD 83(1996) POSITION- 40 39 15.37304(N) 074 08 17.73053(W)   ADJUSTED
 KV4738* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4738  ______________________________________________________________________
 KV4738  GEOID HEIGHT    -        -32.231 (meters)                     GEOID18
 KV4738  LAPLACE CORR    -          5.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4738.GEOID18 height accuracy estimate available here.
 KV4738
 KV4738.Click photographs - Photos may exist for this station.
 KV4738
 KV4738.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4738
 KV4738. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000464  x   0.99991151  =   0.99991615
 KV4738!SPC NY L     -   1.00000464  x   1.00000071  =   1.00000535
 KV4738!UTM  18      -   1.00000464  x   0.99966533  =   0.99966997
 KV4738
 KV4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7285100735(NAD 83)
 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  USSD        -  40 39 15.38000(N)    074 08 19.11000(W) AD(       ) 3
 KV4738
 KV4738.Superseded values are not recommended for survey control.
 KV4738
 KV4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4738.See file dsdata.pdf to determine how the superseded data were derived.
 KV4738
 KV4738_MARKER: U = CONCRETE POST
 KV4738_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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 = JULY 24, 2026 22:12:30 EDT
 KV4742 ***********************************************************************
 KV4742  DESIGNATION -  HARBOR LINE 1913 RM 24
 KV4742  PID         -  KV4742
 KV4742  STATE/COUNTY-  NJ/UNION
 KV4742  COUNTRY     -  US
 KV4742  USGS QUAD   -  ELIZABETH (2016)
 KV4742
 KV4742                         *CURRENT SURVEY CONTROL
 KV4742  ______________________________________________________________________
 KV4742* NAD 83(1996) POSITION- 40 40 16.55605(N) 074 09 07.09894(W)   ADJUSTED
 KV4742* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4742  ______________________________________________________________________
 KV4742  GEOID HEIGHT    -        -32.266 (meters)                     GEOID18
 KV4742  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4742.GEOID18 height accuracy estimate available here.
 KV4742
 KV4742.Click photographs - Photos may exist for this station.
 KV4742
 KV4742.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4742
 KV4742. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7167402611(NAD 83)
 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  USSD        -  40 40 16.57000(N)    074 09 08.48000(W) AD(       ) 3
 KV4742
 KV4742.Superseded values are not recommended for survey control.
 KV4742
 KV4742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4742.See file dsdata.pdf to determine how the superseded data were derived.
 KV4742
 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 = JULY 24, 2026 22:12:30 EDT
 KV4755 ***********************************************************************
 KV4755  DESIGNATION -  HARBOR LINE 1913 RM 25
 KV4755  PID         -  KV4755
 KV4755  STATE/COUNTY-  NJ/UNION
 KV4755  COUNTRY     -  US
 KV4755  USGS QUAD   -  ELIZABETH (2016)
 KV4755
 KV4755                         *CURRENT SURVEY CONTROL
 KV4755  ______________________________________________________________________
 KV4755* NAD 83(1996) POSITION- 40 39 48.88945(N) 074 09 37.53552(W)   ADJUSTED
 KV4755* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4755  ______________________________________________________________________
 KV4755  GEOID HEIGHT    -        -32.289 (meters)                     GEOID18
 KV4755  LAPLACE CORR    -          5.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4755.GEOID18 height accuracy estimate available here.
 KV4755
 KV4755.Click photographs - Photos may exist for this station.
 KV4755
 KV4755.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4755
 KV4755. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7096701751(NAD 83)
 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  USSD        -  40 39 48.90000(N)    074 09 38.92000(W) AD(       ) 3
 KV4755
 KV4755.Superseded values are not recommended for survey control.
 KV4755
 KV4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4755.See file dsdata.pdf to determine how the superseded data were derived.
 KV4755
 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 = JULY 24, 2026 22:12:30 EDT
 KV4763 ***********************************************************************
 KV4763  DESIGNATION -  HARBOR LINE 1913 RM 22
 KV4763  PID         -  KV4763
 KV4763  STATE/COUNTY-  NJ/ESSEX
 KV4763  COUNTRY     -  US
 KV4763  USGS QUAD   -  ELIZABETH (2016)
 KV4763
 KV4763                         *CURRENT SURVEY CONTROL
 KV4763  ______________________________________________________________________
 KV4763* NAD 83(1996) POSITION- 40 41 41.74880(N) 074 08 24.94405(W)   ADJUSTED
 KV4763* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4763  ______________________________________________________________________
 KV4763  GEOID HEIGHT    -        -32.232 (meters)                     GEOID18
 KV4763  LAPLACE CORR    -          6.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4763.GEOID18 height accuracy estimate available here.
 KV4763
 KV4763.Click photographs - Photos may exist for this station.
 KV4763
 KV4763.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4763
 KV4763. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967005
 KV4763
 KV4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7263805247(NAD 83)
 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  USSD        -  40 41 41.76000(N)    074 08 26.33000(W) AD(       ) 3
 KV4763
 KV4763.Superseded values are not recommended for survey control.
 KV4763
 KV4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4763.See file dsdata.pdf to determine how the superseded data were derived.
 KV4763
 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 = JULY 24, 2026 22:12:30 EDT
 JU4367 ***********************************************************************
 JU4367  DESIGNATION -  HARDING
 JU4367  PID         -  JU4367
 JU4367  STATE/COUNTY-  NJ/ATLANTIC
 JU4367  COUNTRY     -  US
 JU4367  USGS QUAD   -  DOROTHY (2019)
 JU4367
 JU4367                         *CURRENT SURVEY CONTROL
 JU4367  ______________________________________________________________________
 JU4367* NAD 83(2011) POSITION- 39 28 18.23742(N) 074 49 10.89090(W)   ADJUSTED
 JU4367* NAD 83(2011) ELLIP HT-   -10.325 (meters)        (06/27/12)   ADJUSTED
 JU4367* NAD 83(2011) EPOCH   -  2010.00
 JU4367* NAVD 88 ORTHO HEIGHT -    23.5   (meters)       77.    (feet) GPS OBS
 JU4367  ______________________________________________________________________
 JU4367  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4367  GEOID HEIGHT    -        -34.160 (meters)                     GEOID93
 JU4367  GEOID HEIGHT    -        -33.843 (meters)                     GEOID18
 JU4367  NAD 83(2011) X  -  1,291,008.155 (meters)                     COMP
 JU4367  NAD 83(2011) Y  - -4,758,162.112 (meters)                     COMP
 JU4367  NAD 83(2011) Z  -  4,032,874.813 (meters)                     COMP
 JU4367  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 JU4367
 JU4367  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4367  Standards:
 JU4367         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4367            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4367  -------------------------------------------------------------------
 JU4367  NETWORK    0.42   0.76           0.18   0.16   0.39     -0.13962095
 JU4367  -------------------------------------------------------------------
 JU4367  Click here for local accuracies and other accuracy information.
 JU4367
 JU4367.The horizontal coordinates were established by GPS observations
 JU4367.and adjusted by the National Geodetic Survey in June 2012.
 JU4367
 JU4367.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4367.been affixed to the stable North American tectonic plate. See 
 JU4367.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4367
 JU4367.The horizontal coordinates are valid at the epoch date displayed above
 JU4367.which is a decimal equivalence of Year/Month/Day.
 JU4367
 JU4367.The orthometric height was determined by GPS observations and a
 JU4367.high-resolution geoid model.
 JU4367
 JU4367.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4367.GEOID18 height accuracy estimate available here.
 JU4367
 JU4367.Click photographs - Photos may exist for this station.
 JU4367
 JU4367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4367
 JU4367.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4367
 JU4367.The ellipsoidal height was determined by GPS observations
 JU4367.and is referenced to NAD 83.
 JU4367
 JU4367. The following values were computed from the NAD 83(2011) position.
 JU4367
 JU4367;                    North         East     Units Scale Factor Converg.
 JU4367;SPC NJ       -    70,915.759   122,493.793   MT  0.99990931   -0 12 11.6
 JU4367;SPC NJ       -   232,662.79    401,881.72   sFT  0.99990931   -0 12 11.6
 JU4367;UTM  18      - 4,369,142.897   515,508.994   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1550869142(NAD 83)
 JU4367
 JU4367                          SUPERSEDED SURVEY CONTROL
 JU4367
 JU4367  NAD 83(2007)-  39 28 18.23776(N)    074 49 10.89156(W) AD(2002.00) 0
 JU4367  ELLIP H (02/10/07)  -10.316  (m)                       GP(2002.00)    
 JU4367  ELLIP H (10/23/02)  -10.304  (m)                       GP(       ) 4 1
 JU4367  NAD 83(1996)-  39 28 18.23778(N)    074 49 10.89179(W) AD(       ) 1
 JU4367  ELLIP H (05/14/99)  -10.300  (m)                       GP(       ) 4 1
 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
 JU4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4367.See file dsdata.pdf to determine how the superseded data were derived.
 JU4367
 JU4367_MARKER: DD = SURVEY DISK
 JU4367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4367_STAMPING: HARDING 1993
 JU4367_MARK LOGO: HAMTWP
 JU4367_PROJECTION: FLUSH
 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 - April 26, 2013
 JU4367
 JU4367  HISTORY     - Date     Condition        Report By
 JU4367  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4367  HISTORY     - 20130426 GOOD             INDIV
 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.
 JU4367
 JU4367                          STATION RECOVERY (2013)
 JU4367
 JU4367'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 JU4367'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU4367'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5027 ***********************************************************************
 KV5027  DESIGNATION -  HARRISON A USSC 1944
 KV5027  PID         -  KV5027
 KV5027  STATE/COUNTY-  NJ/MONMOUTH
 KV5027  COUNTRY     -  US
 KV5027  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5027
 KV5027                         *CURRENT SURVEY CONTROL
 KV5027  ______________________________________________________________________
 KV5027* NAD 83(1996) POSITION- 40 20 36.62360(N) 074 05 38.99296(W)   ADJUSTED
 KV5027* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5027  ______________________________________________________________________
 KV5027  GEOID HEIGHT    -        -32.465 (meters)                     GEOID18
 KV5027  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5027.GEOID18 height accuracy estimate available here.
 KV5027
 KV5027.Click photographs - Photos may exist for this station.
 KV5027
 KV5027.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5027
 KV5027. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000469  x   0.99991463  =   0.99991932
 KV5027!UTM  18      -   1.00000469  x   0.99967286  =   0.99967754
 KV5027
 KV5027:                Primary Azimuth Mark                     Grid Az
 KV5027:SPC NJ       -  COLES                                    169 39 49.2
 KV5027:UTM  18      -  COLES                                    169 20 23.8
 KV5027
 KV5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7693366277(NAD 83)
 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
 KV5027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5027.See file dsdata.pdf to determine how the superseded data were derived.
 KV5027
 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 = JULY 24, 2026 22:12:30 EDT
 KV4707 ***********************************************************************
 KV4707  DESIGNATION -  HARRISON CHURCH SPIRE
 KV4707  PID         -  KV4707
 KV4707  STATE/COUNTY-  NJ/HUDSON
 KV4707  COUNTRY     -  US
 KV4707  USGS QUAD   -  ELIZABETH (2016)
 KV4707
 KV4707                         *CURRENT SURVEY CONTROL
 KV4707  ______________________________________________________________________
 KV4707* NAD 83(1996) POSITION- 40 44 47.07565(N) 074 09 21.56888(W)   ADJUSTED
 KV4707  ______________________________________________________________________
 KV4707  GEOID HEIGHT    -        -32.272 (meters)                     GEOID18
 KV4707  LAPLACE CORR    -          5.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4707.GEOID18 height accuracy estimate available here.
 KV4707
 KV4707.Click photographs - Photos may exist for this station.
 KV4707
 KV4707.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4707
 KV4707. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7125410949(NAD 83)
 KV4707
 KV4707                          SUPERSEDED SURVEY CONTROL
 KV4707
 KV4707  NAD 83(1996)-  40 44 47.07552(N)    074 09 21.56911(W) AD(       ) 3
 KV4707  NAD 83(1986)-  40 44 47.07331(N)    074 09 21.57280(W) AD(       ) 3
 KV4707  NAD 27      -  40 44 46.70900(N)    074 09 23.05200(W) AD(       ) 3
 KV4707  USSD        -  40 44 47.09000(N)    074 09 22.94000(W) AD(       ) 3
 KV4707
 KV4707.Superseded values are not recommended for survey control.
 KV4707
 KV4707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4707.See file dsdata.pdf to determine how the superseded data were derived.
 KV4707
 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 = JULY 24, 2026 22:12:30 EDT
 KV4139 ***********************************************************************
 KV4139  DESIGNATION -  HARRISON CLARK THREAD CHIMNEY
 KV4139  PID         -  KV4139
 KV4139  STATE/COUNTY-  NJ/HUDSON
 KV4139  COUNTRY     -  US
 KV4139  USGS QUAD   -  ORANGE (2016)
 KV4139
 KV4139                         *CURRENT SURVEY CONTROL
 KV4139  ______________________________________________________________________
 KV4139* NAD 83(1996) POSITION- 40 45 07.99010(N) 074 09 43.45381(W)   ADJUSTED
 KV4139  ______________________________________________________________________
 KV4139  GEOID HEIGHT    -        -32.287 (meters)                     GEOID18
 KV4139  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4139.GEOID18 height accuracy estimate available here.
 KV4139
 KV4139.Click photographs - Photos may exist for this station.
 KV4139
 KV4139.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4139
 KV4139. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7073411589(NAD 83)
 KV4139
 KV4139                          SUPERSEDED SURVEY CONTROL
 KV4139
 KV4139  NAD 83(1996)-  40 45 07.99000(N)    074 09 43.45406(W) AD(       ) 3
 KV4139  NAD 83(1986)-  40 45 07.98804(N)    074 09 43.45754(W) AD(       ) 3
 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
 KV4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4139.See file dsdata.pdf to determine how the superseded data were derived.
 KV4139
 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 = JULY 24, 2026 22:12:30 EDT
 KV4144 ***********************************************************************
 KV4144  DESIGNATION -  HARRISON ST CELIA CHURCH CROSS
 KV4144  PID         -  KV4144
 KV4144  STATE/COUNTY-  NJ/HUDSON
 KV4144  COUNTRY     -  US
 KV4144  USGS QUAD   -  ORANGE (2016)
 KV4144
 KV4144                         *CURRENT SURVEY CONTROL
 KV4144  ______________________________________________________________________
 KV4144* NAD 83(1996) POSITION- 40 45 22.88630(N) 074 09 15.13182(W)   ADJUSTED
 KV4144  ______________________________________________________________________
 KV4144  GEOID HEIGHT    -        -32.264 (meters)                     GEOID18
 KV4144  LAPLACE CORR    -          5.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4144.GEOID18 height accuracy estimate available here.
 KV4144
 KV4144.Click photographs - Photos may exist for this station.
 KV4144
 KV4144.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4144
 KV4144. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7139412055(NAD 83)
 KV4144
 KV4144                          SUPERSEDED SURVEY CONTROL
 KV4144
 KV4144  NAD 83(1996)-  40 45 22.88613(N)    074 09 15.13207(W) AD(       ) 3
 KV4144  NAD 83(1986)-  40 45 22.88219(N)    074 09 15.13513(W) AD(       ) 3
 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
 KV4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4144.See file dsdata.pdf to determine how the superseded data were derived.
 KV4144
 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 = JULY 24, 2026 22:12:30 EDT
 KV5026 ***********************************************************************
 KV5026  DESIGNATION -  HARRISON USSC 1944
 KV5026  PID         -  KV5026
 KV5026  STATE/COUNTY-  NJ/MONMOUTH
 KV5026  COUNTRY     -  US
 KV5026  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5026
 KV5026                         *CURRENT SURVEY CONTROL
 KV5026  ______________________________________________________________________
 KV5026* NAD 83(1996) POSITION- 40 20 41.18050(N) 074 05 28.65032(W)   ADJUSTED
 KV5026* NAVD 88 ORTHO HEIGHT -    21.    (meters)       69.    (feet) SCALED
 KV5026  ______________________________________________________________________
 KV5026  GEOID HEIGHT    -        -32.468 (meters)                     GEOID18
 KV5026  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5026.GEOID18 height accuracy estimate available here.
 KV5026
 KV5026.Click photographs - Photos may exist for this station.
 KV5026
 KV5026.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5026
 KV5026. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000186  x   0.99991484  =   0.99991670
 KV5026!UTM  18      -   1.00000186  x   0.99967332  =   0.99967518
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7717666420(NAD 83)
 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
 KV5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5026.See file dsdata.pdf to determine how the superseded data were derived.
 KV5026
 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 = JULY 24, 2026 22:12:30 EDT
 KU2806 ***********************************************************************
 KU2806  DESIGNATION -  HART
 KU2806  PID         -  KU2806
 KU2806  STATE/COUNTY-  NJ/MONMOUTH
 KU2806  COUNTRY     -  US
 KU2806  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2806
 KU2806                         *CURRENT SURVEY CONTROL
 KU2806  ______________________________________________________________________
 KU2806* NAD 83(1996) POSITION- 40 23 01.81303(N) 073 59 41.34284(W)   ADJUSTED
 KU2806* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2806  ______________________________________________________________________
 KU2806  GEOID HEIGHT    -        -32.594 (meters)                     GEOID18
 KU2806  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2806.GEOID18 height accuracy estimate available here.
 KU2806
 KU2806.Click photographs - Photos may exist for this station.
 KU2806
 KU2806.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2806
 KU2806. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000485  x   0.99992264  =   0.99992749
 KU2806!UTM  18      -   1.00000485  x   0.99968961  =   0.99969446
 KU2806
 KU2806:                Primary Azimuth Mark                     Grid Az
 KU2806:SPC NJ       -  MC NICHOL 1934                           107 22 54.6
 KU2806:UTM  18      -  MC NICHOL 1934                           107 03 28.2
 KU2806
 KU2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8532070845(NAD 83)
 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
 KU2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2806.See file dsdata.pdf to determine how the superseded data were derived.
 KU2806
 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 = JULY 24, 2026 22:12:30 EDT
 KV6760 ***********************************************************************
 KV6760  DESIGNATION -  HARTS 1
 KV6760  PID         -  KV6760
 KV6760  STATE/COUNTY-  NJ/MIDDLESEX
 KV6760  COUNTRY     -  US
 KV6760  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV6760
 KV6760                         *CURRENT SURVEY CONTROL
 KV6760  ______________________________________________________________________
 KV6760* NAD 83(2011) POSITION- 40 26 34.02374(N) 074 24 27.16633(W)   ADJUSTED
 KV6760* NAD 83(2011) ELLIP HT-    -8.496 (meters)        (06/27/12)   ADJUSTED
 KV6760* NAD 83(2011) EPOCH   -  2010.00
 KV6760* NAVD 88 ORTHO HEIGHT -    24.258 (meters)       79.59  (feet) ADJUSTED
 KV6760  ______________________________________________________________________
 KV6760  GEOID HEIGHT    -        -32.751 (meters)                     GEOID18
 KV6760  NAD 83(2011) X  -  1,306,589.813 (meters)                     COMP
 KV6760  NAD 83(2011) Y  - -4,682,059.551 (meters)                     COMP
 KV6760  NAD 83(2011) Z  -  4,115,521.128 (meters)                     COMP
 KV6760  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC18
 KV6760  DYNAMIC HEIGHT  -         24.248 (meters)       79.55  (feet) COMP
 KV6760  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 KV6760
 KV6760  VERT ORDER      -  FIRST     CLASS II
 KV6760
 KV6760  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6760  Standards:
 KV6760         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6760            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6760  -------------------------------------------------------------------
 KV6760  NETWORK    1.04   0.88           0.48   0.35   0.45      0.07231496
 KV6760  -------------------------------------------------------------------
 KV6760  Click here for local accuracies and other accuracy information.
 KV6760
 KV6760.The horizontal coordinates were established by GPS observations
 KV6760.and adjusted by the National Geodetic Survey in June 2012.
 KV6760
 KV6760.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6760.been affixed to the stable North American tectonic plate. See 
 KV6760.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6760
 KV6760.The horizontal coordinates are valid at the epoch date displayed above
 KV6760.which is a decimal equivalence of Year/Month/Day.
 KV6760
 KV6760.The orthometric height was determined by differential leveling and
 KV6760.adjusted by the NATIONAL GEODETIC SURVEY
 KV6760.in February 2016.
 KV6760
 KV6760.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6760.GEOID18 height accuracy estimate available here.
 KV6760
 KV6760.Click photographs - Photos may exist for this station.
 KV6760
 KV6760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6760
 KV6760.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6760
 KV6760.The ellipsoidal height was determined by GPS observations
 KV6760.and is referenced to NAD 83.
 KV6760
 KV6760.The dynamic height is computed by dividing the NAVD 88
 KV6760.geopotential number by the normal gravity value computed on the
 KV6760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6760.degrees latitude (g = 980.6199 gals.).
 KV6760
 KV6760.The modeled gravity was interpolated from observed gravity values.
 KV6760
 KV6760. The following values were computed from the NAD 83(2011) position.
 KV6760
 KV6760;                    North         East     Units Scale Factor Converg.
 KV6760;SPC NJ       -   178,679.882   157,842.972   MT  0.99990076   +0 03 35.9
 KV6760;SPC NJ       -   586,218.91    517,856.48   sFT  0.99990076   +0 03 35.9
 KV6760;UTM  18      - 4,477,072.349   550,243.663   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 51.4
 KV6760:UTM  18      -  12 R 1                                   349 15 23.7
 KV6760
 KV6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5024377072(NAD 83)
 KV6760
 KV6760|---------------------------------------------------------------------|
 KV6760| PID    Reference Object                     Distance      Geod. Az  |
 KV6760|                                                           dddmmss.s |
 KV6760| KV6742 12 R 1                              424.705 METERS 3493827.3 |
 KV6760|---------------------------------------------------------------------|
 KV6760
 KV6760                          SUPERSEDED SURVEY CONTROL
 KV6760
 KV6760  NAD 83(2007)-  40 26 34.02416(N)    074 24 27.16723(W) AD(2002.00) 0
 KV6760  ELLIP H (02/10/07)   -8.490  (m)                       GP(2002.00)    
 KV6760  ELLIP H (10/23/02)   -8.491  (m)                       GP(       ) 4 1
 KV6760  NAD 83(1996)-  40 26 34.02443(N)    074 24 27.16744(W) AD(       ) 1
 KV6760  ELLIP H (05/14/99)   -8.487  (m)                       GP(       ) 4 1
 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  NAVD 88 (03/16/93)   24.3    (m)  GEOID90  model used  GPS OBS        
 KV6760
 KV6760.Superseded values are not recommended for survey control.
 KV6760
 KV6760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6760.See file dsdata.pdf to determine how the superseded data were derived.
 KV6760
 KV6760_STAMPING: HARTS 1
 KV6760_MARK LOGO: PSEG
 KV6760_PROJECTION: RECESSED 8 CENTIMETERS
 KV6760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6760+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 KV6760
 KV6760  HISTORY     - Date     Condition        Report By
 KV6760  HISTORY     - 1987     MONUMENTED       PSEG
 KV6760  HISTORY     - 19920214 GOOD
 KV6760  HISTORY     - 20070115 GOOD             AASCO
 KV6760  HISTORY     - 20070125 GOOD             AASCO
 KV6760  HISTORY     - 20150317 GOOD             NJGS
 KV6760  HISTORY     - 20200407 MARK NOT FOUND   NJGS
 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.
 KV6760
 KV6760                          STATION RECOVERY (2007)
 KV6760
 KV6760'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 KV6760'RECOVERED AS DESCRIBED
 KV6760
 KV6760                          STATION RECOVERY (2007)
 KV6760
 KV6760'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 KV6760'RECOVERED IN GOOD CONDITION.
 KV6760
 KV6760                          STATION RECOVERY (2015)
 KV6760
 KV6760'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV6760'RECOVERED IN GOOD CONDITION.
 KV6760'
 KV6760'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST
 KV6760'OF SOUTH AMBOY, 6.5 MI (10.5 KM) NORTH-NORTHEAST OF JAMESBURG AND 3.8
 KV6760'MI (6.1 KM) SOUTHEAST OF NEW BRUNSWICK, IN EAST BRUNSWICK TOWNSHIP.
 KV6760'
 KV6760'THE STATION IS ON THE SOUTHEAST SIDE OF HARTS LANE ON THE GROUNDS OF
 KV6760'THE PUBLIC SERVICE ELECTRIC AND GAS COMPANY HARTS LANE STATION.
 KV6760
 KV6760                          STATION RECOVERY (2020)
 KV6760
 KV6760'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6760'MARK NOT FOUND, CONSTRUCTION OF NEW BUILDING GOING UP, COULD NOT
 KV6760'RECOVER AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0157 ***********************************************************************
 JU0157  DESIGNATION -  HARVEY CEDARS
 JU0157  PID         -  JU0157
 JU0157  STATE/COUNTY-  NJ/OCEAN
 JU0157  COUNTRY     -  US
 JU0157  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0157
 JU0157                         *CURRENT SURVEY CONTROL
 JU0157  ______________________________________________________________________
 JU0157* NAD 83(1996) POSITION- 39 41 25.82409(N) 074 08 34.71948(W)   ADJUSTED
 JU0157* NAVD 88 ORTHO HEIGHT -     1.277 (meters)        4.19  (feet) ADJUSTED
 JU0157  ______________________________________________________________________
 JU0157  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 JU0157  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 JU0157  DYNAMIC HEIGHT  -          1.276 (meters)        4.19  (feet) COMP
 JU0157  MODELED GRAVITY -    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 and
 JU0157.adjusted by the NATIONAL GEODETIC SURVEY
 JU0157.in March 2005.
 JU0157
 JU0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0157.GEOID18 height accuracy estimate available here.
 JU0157
 JU0157.Click photographs - Photos may exist for this station.
 JU0157
 JU0157.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -  BARNEGAT WATER TANK                      316 52 50.0
 JU0157:UTM  18      -  BARNEGAT WATER TANK                      316 33 40.3
 JU0157
 JU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7348493758(NAD 83)
 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 19238     |
 JU0157| CB2059 HARVEY CEDARS RM 2                   27.103 METERS 19755     |
 JU0157| JU0154 HARVEY CEDARS AZ MK                                2145854.1 |
 JU0157| JU0158 HARVEY CEDARS RM 5                    6.971 METERS 29138     |
 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) SUPERSEDED  1 1
 JU0157  NGVD 29               1.70   (m)            5.6    (f) LEVELING    3  
 JU0157  NGVD 29 (11/26/84)    1.696  (m)            5.56   (f) ADJUSTED    1 1
 JU0157
 JU0157.Superseded values are not recommended for survey control.
 JU0157
 JU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0157.See file dsdata.pdf to determine how the superseded data were derived.
 JU0157
 JU0157_MARKER: DS = TRIANGULATION STATION DISK
 JU0157_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0154 ***********************************************************************
 JU0154  DESIGNATION -  HARVEY CEDARS AZ MK
 JU0154  PID         -  JU0154
 JU0154  STATE/COUNTY-  NJ/OCEAN
 JU0154  COUNTRY     -  US
 JU0154  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0154
 JU0154                         *CURRENT SURVEY CONTROL
 JU0154  ______________________________________________________________________
 JU0154* NAD 83(1986) POSITION- 39 41 16.     (N) 074 08 43.     (W)   SCALED
 JU0154* NAVD 88 ORTHO HEIGHT -     1.580 (meters)        5.18  (feet) ADJUSTED
 JU0154  ______________________________________________________________________
 JU0154  GEOID HEIGHT    -        -33.491 (meters)                     GEOID18
 JU0154  DYNAMIC HEIGHT  -          1.579 (meters)        5.18  (feet) COMP
 JU0154  MODELED GRAVITY -    980,155.6   (mgal)                       NAVD 88
 JU0154
 JU0154  VERT ORDER      -  FIRST     CLASS I
 JU0154
 JU0154.The horizontal coordinates were scaled from a map and have
 JU0154.an estimated accuracy of +/- 6 seconds.
 JU0154
 JU0154.The orthometric height was determined by differential leveling and
 JU0154.adjusted by the NATIONAL GEODETIC SURVEY
 JU0154.in June 1991.
 JU0154
 JU0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0154.GEOID18 height accuracy estimate available here.
 JU0154
 JU0154.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ732934(NAD 83)
 JU0154
 JU0154                          SUPERSEDED SURVEY CONTROL
 JU0154
 JU0154  NGVD 29 (11/26/84)    1.963  (m)            6.44   (f) ADJUSTED    1 1
 JU0154
 JU0154.Superseded values are not recommended for survey control.
 JU0154
 JU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0154.See file dsdata.pdf to determine how the superseded data were derived.
 JU0154
 JU0154_MARKER: DZ = AZIMUTH MARK DISK
 JU0154_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU2693 ***********************************************************************
 JU2693  DESIGNATION -  HARVEY CEDARS CG CUPOLA
 JU2693  PID         -  JU2693
 JU2693  STATE/COUNTY-  NJ/OCEAN
 JU2693  COUNTRY     -  US
 JU2693  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2693
 JU2693                         *CURRENT SURVEY CONTROL
 JU2693  ______________________________________________________________________
 JU2693* NAD 83(1996) POSITION- 39 41 25.93653(N) 074 08 35.59047(W)   ADJUSTED
 JU2693  ______________________________________________________________________
 JU2693  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 JU2693  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2693.GEOID18 height accuracy estimate available here.
 JU2693
 JU2693.Click photographs - Photos may exist for this station.
 JU2693
 JU2693.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2693
 JU2693. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7346493761(NAD 83)
 JU2693
 JU2693                          SUPERSEDED SURVEY CONTROL
 JU2693
 JU2693  NAD 83(1986)-  39 41 25.92806(N)    074 08 35.58278(W) AD(       ) 3
 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
 JU2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2693.See file dsdata.pdf to determine how the superseded data were derived.
 JU2693
 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 = JULY 24, 2026 22:12:30 EDT
 AM6899 ***********************************************************************
 AM6899  DESIGNATION -  HARVEY CEDARS RM 3
 AM6899  PID         -  AM6899
 AM6899  STATE/COUNTY-  NJ/OCEAN
 AM6899  COUNTRY     -  US
 AM6899  USGS QUAD   -  SHIP BOTTOM (2019)
 AM6899
 AM6899                         *CURRENT SURVEY CONTROL
 AM6899  ______________________________________________________________________
 AM6899* NAD 83(1986) POSITION- 39 41 26.42   (N) 074 08 35.85   (W)   HD_HELD1
 AM6899* NAVD 88 ORTHO HEIGHT -     0.861 (meters)        2.82  (feet) ADJUSTED
 AM6899  ______________________________________________________________________
 AM6899  GEOID HEIGHT    -        -33.485 (meters)                     GEOID18
 AM6899  DYNAMIC HEIGHT  -          0.860 (meters)        2.82  (feet) COMP
 AM6899  MODELED GRAVITY -    980,155.9   (mgal)                       NAVD 88
 AM6899
 AM6899  VERT ORDER      -  FIRST     CLASS II
 AM6899
 AM6899.The horizontal coordinates were determined by differentially corrected
 AM6899.hand held GPS observations or other comparable positioning techniques
 AM6899.and have an estimated accuracy of +/- 3 meters.
 AM6899
 AM6899.The orthometric height was determined by differential leveling and
 AM6899.adjusted by the NATIONAL GEODETIC SURVEY
 AM6899.in February 2021.
 AM6899
 AM6899.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM6899.GEOID18 height accuracy estimate available here.
 AM6899
 AM6899.Click photographs - Photos may exist for this station.
 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       -    95,233.5     180,594.7     MT  (+/- 3 meters HH1 GPS) 
 AM6899
 AM6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7345793776(NAD 83)
 AM6899
 AM6899                          SUPERSEDED SURVEY CONTROL
 AM6899
 AM6899  NAVD 88 (03/25/05)    0.873  (m)            2.86   (f) SUPERSEDED  1 2
 AM6899
 AM6899.Superseded values are not recommended for survey control.
 AM6899
 AM6899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM6899.See file dsdata.pdf to determine how the superseded data were derived.
 AM6899
 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_PROJECTION: RECESSED 30 CENTIMETERS
 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 - October 02, 2019
 AM6899
 AM6899  HISTORY     - Date     Condition        Report By
 AM6899  HISTORY     - 1932     MONUMENTED       CGS
 AM6899  HISTORY     - 20010606 GOOD             NJGS
 AM6899  HISTORY     - 20060421 GOOD             GEOCAC
 AM6899  HISTORY     - 20090929 GOOD             INDIV
 AM6899  HISTORY     - 20191002 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AM6899
 AM6899                          STATION RECOVERY (2009)
 AM6899
 AM6899'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 AM6899'ELEV OF MONUMENT ON DATA SHEET AM6899 IS 2.86', HOWEVER, THE
 AM6899'1999 FEMA MAP SHOWS AN ELEVATION OF 4.79', BOTH 1988 DATUM.
 AM6899'WILL RUN TO ANOTHER MONUMENT TO CHECK, BUT THE 4.79 APPEARS TO BE
 AM6899'CORRECT BASED ON EXISTING STRUCTURES.
 AM6899
 AM6899                          STATION RECOVERY (2019)
 AM6899
 AM6899'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 AM6899'RECOVERED IN GOOD CONDITION.
 AM6899'
 AM6899'NOTE-ADD-THE MARK IS LOCATED IN THE BOROUGH OF HARVEY CEDARS ON THE
 AM6899'EAST SIDE OF LONG BEACH BOULEVARD ON THE GROUNDS OF THE LONG BEACH
 AM6899'ISLAND FISHING CLUB, ALSO THE SITE OF THE FORMER HARVEY CEDARS COAST
 AM6899'GUARD STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0156 ***********************************************************************
 JU0156  DESIGNATION -  HARVEY CEDARS RM 4
 JU0156  PID         -  JU0156
 JU0156  STATE/COUNTY-  NJ/OCEAN
 JU0156  COUNTRY     -  US
 JU0156  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0156
 JU0156                         *CURRENT SURVEY CONTROL
 JU0156  ______________________________________________________________________
 JU0156* NAD 83(1986) POSITION- 39 41 25.30   (N) 074 08 34.87   (W)   HD_HELD1
 JU0156* NAVD 88 ORTHO HEIGHT -     1.701 (meters)        5.58  (feet) ADJUSTED
 JU0156  ______________________________________________________________________
 JU0156  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 JU0156  DYNAMIC HEIGHT  -          1.700 (meters)        5.58  (feet) COMP
 JU0156  MODELED GRAVITY -    980,155.8   (mgal)                       NAVD 88
 JU0156
 JU0156  VERT ORDER      -  FIRST     CLASS II
 JU0156
 JU0156.The horizontal coordinates were determined by differentially corrected
 JU0156.hand held GPS observations or other comparable positioning techniques
 JU0156.and have an estimated accuracy of +/- 3 meters.
 JU0156
 JU0156.The orthometric height was determined by differential leveling and
 JU0156.adjusted by the NATIONAL GEODETIC SURVEY
 JU0156.in February 2021.
 JU0156
 JU0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0156.GEOID18 height accuracy estimate available here.
 JU0156
 JU0156.Click photographs - Photos may exist for this station.
 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       -    95,199.0     180,618.2     MT  (+/- 3 meters HH1 GPS) 
 JU0156
 JU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7348193742(NAD 83)
 JU0156
 JU0156                          SUPERSEDED SURVEY CONTROL
 JU0156
 JU0156  NAVD 88 (03/25/05)    1.710  (m)            5.61   (f) SUPERSEDED  1 2
 JU0156  NAVD 88 (06/15/91)    1.729  (m)            5.67   (f) SUPERSEDED  1 1
 JU0156  NGVD 29 (11/26/84)    2.112  (m)            6.93   (f) ADJUSTED    1 1
 JU0156
 JU0156.Superseded values are not recommended for survey control.
 JU0156
 JU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0156.See file dsdata.pdf to determine how the superseded data were derived.
 JU0156
 JU0156_MARKER: DR = REFERENCE MARK DISK
 JU0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0156_STAMPING: HARVEY CEDARS NO 4 1932
 JU0156_MARK LOGO: CGS
 JU0156_PROJECTION: FLUSH
 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 - October 02, 2019
 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  HISTORY     - 20191002 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU0156
 JU0156                          STATION RECOVERY (2019)
 JU0156
 JU0156'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU0156'RECOVERED IN GOOD CONDITION.
 JU0156'
 JU0156'NOTE-ADD-THE PINE TREES HAVE BEEN REPLACED WITH SMALLER ONES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0158 ***********************************************************************
 JU0158  DESIGNATION -  HARVEY CEDARS RM 5
 JU0158  PID         -  JU0158
 JU0158  STATE/COUNTY-  NJ/OCEAN
 JU0158  COUNTRY     -  US
 JU0158  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0158
 JU0158                         *CURRENT SURVEY CONTROL
 JU0158  ______________________________________________________________________
 JU0158* NAD 83(2011) POSITION- 39 41 25.90531(N) 074 08 34.98664(W)   ADJUSTED
 JU0158* NAD 83(2011) ELLIP HT-   -32.079 (meters)        (06/27/12)   ADJUSTED
 JU0158* NAD 83(2011) EPOCH   -  2010.00
 JU0158* NAVD 88 ORTHO HEIGHT -     1.405 (meters)        4.61  (feet) ADJUSTED
 JU0158  ______________________________________________________________________
 JU0158  GEOID HEIGHT    -        -33.486 (meters)                     GEOID18
 JU0158  NAD 83(2011) X  -  1,342,875.001 (meters)                     COMP
 JU0158  NAD 83(2011) Y  - -4,727,679.014 (meters)                     COMP
 JU0158  NAD 83(2011) Z  -  4,051,583.473 (meters)                     COMP
 JU0158  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 JU0158  DYNAMIC HEIGHT  -          1.405 (meters)        4.61  (feet) COMP
 JU0158  MODELED GRAVITY -    980,155.8   (mgal)                       NAVD 88
 JU0158
 JU0158  VERT ORDER      -  FIRST     CLASS II
 JU0158
 JU0158  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0158  Standards:
 JU0158         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0158            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0158  -------------------------------------------------------------------
 JU0158  NETWORK    0.69   0.92           0.31   0.25   0.47     -0.08726661
 JU0158  -------------------------------------------------------------------
 JU0158  Click here for local accuracies and other accuracy information.
 JU0158
 JU0158.The horizontal coordinates were established by GPS observations
 JU0158.and adjusted by the National Geodetic Survey in June 2012.
 JU0158
 JU0158.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0158.been affixed to the stable North American tectonic plate. See 
 JU0158.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0158
 JU0158.The horizontal coordinates are valid at the epoch date displayed above
 JU0158.which is a decimal equivalence of Year/Month/Day.
 JU0158
 JU0158.The orthometric height was determined by differential leveling and
 JU0158.adjusted by the NATIONAL GEODETIC SURVEY
 JU0158.in February 2021.
 JU0158
 JU0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0158.GEOID18 height accuracy estimate available here.
 JU0158
 JU0158.Click photographs - Photos may exist for this station.
 JU0158
 JU0158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0158
 JU0158.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0158
 JU0158.The ellipsoidal height was determined by GPS observations
 JU0158.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0158
 JU0158;                    North         East     Units Scale Factor Converg.
 JU0158;SPC NJ       -    95,217.698   180,615.311   MT  0.99991154   +0 13 40.7
 JU0158;SPC NJ       -   312,393.40    592,568.73   sFT  0.99991154   +0 13 40.7
 JU0158;UTM  18      - 4,393,760.855   573,478.495   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  =   0.99967150
 JU0158
 JU0158:                Primary Azimuth Mark                     Grid Az
 JU0158:SPC NJ       -  SURF                                     211 56 09.9
 JU0158:UTM  18      -  SURF                                     211 37 00.3
 JU0158
 JU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7347893760(NAD 83)
 JU0158
 JU0158|---------------------------------------------------------------------|
 JU0158| PID    Reference Object                     Distance      Geod. Az  |
 JU0158|                                                           dddmmss.s |
 JU0158| JU2684 BARNEGAT WATERWAY LIGHT 79          APPROX. 3.4 KM 0023013.9 |
 JU0158| JU0157 HARVEY CEDARS                         6.971 METERS 11138     |
 JU0158| JU0156 HARVEY CEDARS RM 4                   18.815 METERS 17122     |
 JU0158| JU0148 SURF                                APPROX. 3.5 KM 2120950.6 |
 JU0158| JU0154 HARVEY CEDARS AZ MK                                2135854.4 |
 JU0158| JU2695 LITTLE EGG WATERWAY LIGHT 10        APPROX. 3.4 KM 2353802.5 |
 JU0158| JU2690 BARNEGAT WATERWAY LIGHT 82          APPROX. 1.7 KM 3514516.9 |
 JU0158| JU2689 BARNEGAT WATERWAY LIGHT 73          APPROX. 5.9 KM 3561036.3 |
 JU0158|---------------------------------------------------------------------|
 JU0158
 JU0158                          SUPERSEDED SURVEY CONTROL
 JU0158
 JU0158  NAD 83(2007)-  39 41 25.90607(N)    074 08 34.98751(W) AD(2002.00) 0
 JU0158  ELLIP H (02/10/07)  -32.067  (m)                       GP(2002.00)    
 JU0158  ELLIP H (10/23/02)  -32.043  (m)                       GP(       ) 4 1
 JU0158  NAD 83(1996)-  39 41 25.90567(N)    074 08 34.98742(W) AD(       ) 1
 JU0158  ELLIP H (05/14/99)  -32.059  (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)  -32.066  (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 (03/25/05)    1.421  (m)            4.66   (f) SUPERSEDED  1 2
 JU0158  NAVD 88               1.46   (m)            4.8    (f) LEVELING    3  
 JU0158  NAVD 88 (06/15/91)    1.460  (m)            4.79   (f) SUPERSEDED  1 1
 JU0158  NGVD 29               1.84   (m)            6.0    (f) LEVELING    3  
 JU0158  NGVD 29 (11/26/84)    1.843  (m)            6.05   (f) ADJUSTED    1 1
 JU0158
 JU0158.Superseded values are not recommended for survey control.
 JU0158
 JU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0158.See file dsdata.pdf to determine how the superseded data were derived.
 JU0158
 JU0158_MARKER: DZ = AZIMUTH MARK DISK
 JU0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0158_STAMPING: HARVEY CEDARS NO 5 1932
 JU0158_MARK LOGO: CGS
 JU0158_PROJECTION: FLUSH
 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 SUITABLE FOR
 JU0158+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2025
 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     - 1989     GOOD             USPSQD
 JU0158  HISTORY     - 19900807 GOOD             NJGS
 JU0158  HISTORY     - 19960523 GOOD             NJGS
 JU0158  HISTORY     - 20010606 GOOD             NJGS
 JU0158  HISTORY     - 20060421 GOOD             GEOCAC
 JU0158  HISTORY     - 20070823 GOOD             NJDEP
 JU0158  HISTORY     - 20081016 GOOD             INDIV
 JU0158  HISTORY     - 20151123 GOOD             NJDEP
 JU0158  HISTORY     - 20190909 GOOD             NJGS
 JU0158  HISTORY     - 20250918 GOOD             AAAS
 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 FEET
 JU0158'SOUTHEAST OF THE INTERSECTION OF LONG BEACH BOULEVARD AND CAPE MAY
 JU0158'AVENUE AND ON THE PROPERTY OF THE LONG BEACH ISLAND FISHING CLUB.  IT
 JU0158'IS 18 FEET SOUTH OF A WITNESS POST, 27 FEET NORTHEAST OF THE NORTH
 JU0158'CORNER OF THE CLUBHOUSE, 38 FEET NORTHEAST OF A WATER PUMP, 46 FEET
 JU0158'NORTHWEST OF THE NORTH CORNER OF A HOUSE AND 62 FEET SOUTHWEST OF THE
 JU0158'CENTERLINE OF CAPE MAY AVENUE.  THE MONUMENT IS FLUSH AND THE DISK IS
 JU0158'STAMPED HARVEY CEDARS NO 5 1932.
 JU0158'
 JU0158'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 72 AND LONG BEACH
 JU0158'BOULEVARD, WHERE HIGHWAY 72 ENDS, GO NORTHEAST ON LONG BEACH BOULEVARD
 JU0158'FOR 3.15 MILES TO THE AZIMUTH ON THE RIGHT.  CONTINUE NORTHEAST ON
 JU0158'LONG BEACH BOULEVARD FOR 0.3 MILES TO A CROSSSTREET (CAPE MAY AVENUE).
 JU0158'TURN RIGHT AND GO SOUTHEAST ON CAPE MAY AVENUE FOR ABOUT 250 FEET TO
 JU0158'THE STATION ON THE RIGHT.
 JU0158'
 JU0158'HARVER CEDARS 1932 IS 30 FEET SOUTHEAST OF THE WITNESS POST, 13.5 FEET
 JU0158'SOUTHWEST OF THE EAST ONE OF TWO GATE POSTS, 23.5 FEET WEST OF THE
 JU0158'NORTH CORNER OF A HOUSE, 40 FEET NORTHEAST OF A WATER PUMP, 44.6 FEET
 JU0158'EAST OF THE NORTH CORNER OF THE CLUBHOUSE AND 59 FEET SOUTHWEST OF THE
 JU0158'CENTERLINE OF CAPE MAY AVENUE.  THE MONUMENT IS 1 FOOT UNDERGROUND AND
 JU0158'THE DISK IS STAMPED HARVEY CEDARS 1932.
 JU0158'
 JU0158'REFERENCE MARK NO. 4 IS 6 INCHES WEST OF A PIPE FENCE, 51 FEET EAST OF
 JU0158'THE SOUTH CORNER OF THE CLUBHOUSE AND 13.5 FEET SOUTHWEST OF THE SOUTH
 JU0158'CORNER OF A HOUSE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JU0158'STAMPED HARVEY CEDARS NO 4 1932.
 JU0158'
 JU0158'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF POWER POLE NO. P16056, 3 FEET
 JU0158'SOUTHEAST OF A WITNESS POST AND 32 FEET SOUTHEAST OF THE CENTERLINE OF
 JU0158'LONG BEACH BOULEVARD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 JU0158'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
 JU0158'RECOVERED AS DESCRIBED FOUND GOOD.  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 WHEN
 JU0158'POLE WAS RESET.  DIGGING COULD NOT LOCATE IT.
 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.
 JU0158'
 JU0158'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 72 AND LONG
 JU0158'BEACH BOULEVARD, WHERE ROUTE 72 ENDS, GO 3.15 MI (5.07 KM) NORTHEAST
 JU0158'ON LONG BEACH BOULEVARD TO CAPE MAY AVENUE.  TURN RIGHT AND GO
 JU0158'SOUTHEAST ON CAPE MAY AVENUE 250 FT (76.2 M) TO THE FISHING CLUB
 JU0158'DRIVEWAY AND THE STATION ON THE RIGHT.
 JU0158'
 JU0158'THE STATION IS 27 FT (8.2 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 JU0158'CLUBHOUSE, 46 FT (14.0 M) NORTHWEST OF THE NORTHWEST CORNER OF HOUSE
 JU0158'NO 10, 17 M (55.8 FT) SOUTHWEST OF THE CAPE MAY AVENUE CENTERLINE,
 JU0158'12.4 M (40.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOOKOUT
 JU0158'TOWER, 4.9 M (16.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JU0158'WESTERLY OF TWO SQUARE BLOCK POSTS AT THE DRIVEWAY ENTRANCE, 4.6 M
 JU0158'(15.1 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE
 JU0158'CLUB AND 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.
 JU0158
 JU0158                          STATION RECOVERY (2007)
 JU0158
 JU0158'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JO)
 JU0158'RECOVERED IN GOOD CONDITION.
 JU0158
 JU0158                          STATION RECOVERY (2008)
 JU0158
 JU0158'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SDC)
 JU0158'RECOVERED AS DESCRIBED
 JU0158
 JU0158                          STATION RECOVERY (2015)
 JU0158
 JU0158'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2015 (MT)
 JU0158'RECOVERED IN GOOD CONDITION.
 JU0158
 JU0158                          STATION RECOVERY (2019)
 JU0158
 JU0158'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU0158'RECOVERED AS DESCRIBED.
 JU0158
 JU0158                          STATION RECOVERY (2025)
 JU0158
 JU0158'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 JU0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3960 ***********************************************************************
 KV3960  DESIGNATION -  HAS
 KV3960  PID         -  KV3960
 KV3960  STATE/COUNTY-  NJ/BERGEN
 KV3960  COUNTRY     -  US
 KV3960  USGS QUAD   -  WEEHAWKEN (2016)
 KV3960
 KV3960                         *CURRENT SURVEY CONTROL
 KV3960  ______________________________________________________________________
 KV3960* NAD 83(1996) POSITION- 40 52 04.20170(N) 074 04 04.98950(W)   ADJUSTED
 KV3960* NAVD 88 ORTHO HEIGHT -    27.    (meters)       89.    (feet) SCALED
 KV3960  ______________________________________________________________________
 KV3960  GEOID HEIGHT    -        -31.957 (meters)                     GEOID18
 KV3960  LAPLACE CORR    -          7.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3960.GEOID18 height accuracy estimate available here.
 KV3960
 KV3960.Click photographs - Photos may exist for this station.
 KV3960
 KV3960.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3960
 KV3960. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000083  x   0.99991631  =   0.99991714
 KV3960!SPC NY L     -   1.00000083  x   0.99999495  =   0.99999578
 KV3960!UTM  18      -   1.00000083  x   0.99967591  =   0.99967674
 KV3960
 KV3960:                Primary Azimuth Mark                     Grid Az
 KV3960:SPC NJ       -  GARFIELD HOLY TR SLOV EVAN CH            284 23 51.9
 KV3960:SPC NY L     -  GARFIELD HOLY TR SLOV EVAN CH            284 43 29.6
 KV3960:UTM  18      -  GARFIELD HOLY TR SLOV EVAN CH            284 04 14.0
 KV3960
 KV3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7853524503(NAD 83)
 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
 KV3960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3960.See file dsdata.pdf to determine how the superseded data were derived.
 KV3960
 KV3960_MARKER: DS = TRIANGULATION STATION DISK
 KV3960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3960_SP_SET: BUILDING ROOF
 KV3960_STAMPING: HAS 1933
 KV3960_MARK LOGO: CGS
 KV3960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV4038 ***********************************************************************
 KV4038  DESIGNATION -  HASBROUCK HTS BCN TWRS APT FP
 KV4038  PID         -  KV4038
 KV4038  STATE/COUNTY-  NJ/BERGEN
 KV4038  COUNTRY     -  US
 KV4038  USGS QUAD   -  WEEHAWKEN (2016)
 KV4038
 KV4038                         *CURRENT SURVEY CONTROL
 KV4038  ______________________________________________________________________
 KV4038* NAD 83(1996) POSITION- 40 51 18.20938(N) 074 04 37.10671(W)   ADJUSTED
 KV4038  ______________________________________________________________________
 KV4038  GEOID HEIGHT    -        -31.992 (meters)                     GEOID18
 KV4038  LAPLACE CORR    -          7.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4038.GEOID18 height accuracy estimate available here.
 KV4038
 KV4038.Click photographs - Photos may exist for this station.
 KV4038
 KV4038.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4038
 KV4038. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7779823077(NAD 83)
 KV4038
 KV4038                          SUPERSEDED SURVEY CONTROL
 KV4038
 KV4038  NAD 83(1996)-  40 51 18.20929(N)    074 04 37.10694(W) AD(       ) 3
 KV4038  NAD 83(1996)-  40 51 18.20775(N)    074 04 37.10893(W) AD(       ) 3
 KV4038  NAD 83(1992)-  40 51 18.20707(N)    074 04 37.10960(W) AD(       ) 3
 KV4038  NAD 83(1986)-  40 51 18.21437(N)    074 04 37.11021(W) AD(       ) 3
 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
 KV4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4038.See file dsdata.pdf to determine how the superseded data were derived.
 KV4038
 KV4038_MARKER: 62 = FLAGPOLE
 KV4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4038+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 KV4038
 KV4038  HISTORY     - Date     Condition        Report By
 KV4038  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4038  HISTORY     - 1950     GOOD             CGS
 KV4038  HISTORY     - 1965     GOOD             CGS
 KV4038  HISTORY     - 20070127 GOOD             GEOCAC
 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.
 KV4038
 KV4038                          STATION RECOVERY (2007)
 KV4038
 KV4038'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV4038'OBSERVED AS DESCRIBED IN 1950.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3937 ***********************************************************************
 KV3937  DESIGNATION -  HASBROUCK HTS FIRST METH CH
 KV3937  PID         -  KV3937
 KV3937  STATE/COUNTY-  NJ/BERGEN
 KV3937  COUNTRY     -  US
 KV3937  USGS QUAD   -  WEEHAWKEN (2016)
 KV3937
 KV3937                         *CURRENT SURVEY CONTROL
 KV3937  ______________________________________________________________________
 KV3937* NAD 83(1996) POSITION- 40 51 31.63611(N) 074 04 38.12579(W)   ADJUSTED
 KV3937  ______________________________________________________________________
 KV3937  GEOID HEIGHT    -        -31.992 (meters)                     GEOID18
 KV3937  LAPLACE CORR    -          7.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3937.GEOID18 height accuracy estimate available here.
 KV3937
 KV3937.Click photographs - Photos may exist for this station.
 KV3937
 KV3937.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3937
 KV3937. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7776923491(NAD 83)
 KV3937
 KV3937                          SUPERSEDED SURVEY CONTROL
 KV3937
 KV3937  NAD 83(1996)-  40 51 31.63603(N)    074 04 38.12603(W) AD(       ) 3
 KV3937  NAD 83(1996)-  40 51 31.63436(N)    074 04 38.12810(W) AD(       ) 3
 KV3937  NAD 83(1992)-  40 51 31.63398(N)    074 04 38.12860(W) AD(       ) 3
 KV3937  NAD 83(1986)-  40 51 31.64081(N)    074 04 38.12979(W) AD(       ) 3
 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
 KV3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3937.See file dsdata.pdf to determine how the superseded data were derived.
 KV3937
 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 = JULY 24, 2026 22:12:30 EDT
 KV5688 ***********************************************************************
 KV5688  DESIGNATION -  HAWK 2
 KV5688  PID         -  KV5688
 KV5688  STATE/COUNTY-  NJ/BURLINGTON
 KV5688  COUNTRY     -  US
 KV5688  USGS QUAD   -  BEVERLY (2016)
 KV5688
 KV5688                         *CURRENT SURVEY CONTROL
 KV5688  ______________________________________________________________________
 KV5688* NAD 83(1996) POSITION- 40 02 39.06172(N) 074 58 33.70998(W)   ADJUSTED
 KV5688* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 KV5688  ______________________________________________________________________
 KV5688  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 KV5688  LAPLACE CORR    -          2.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5688.GEOID18 height accuracy estimate available here.
 KV5688
 KV5688.Click photographs - Photos may exist for this station.
 KV5688
 KV5688.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5688
 KV5688. The following values were computed from the NAD 83(1996) position.
 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       -  TAYLOR 2                                 191 00 53.1
 KV5688:SPC PA S     -  TAYLOR 2                                 188 54 31.5
 KV5688:UTM  18      -  TAYLOR 2                                 190 41 35.0
 KV5688
 KV5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0204432661(NAD 83)
 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
 KV5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5688.See file dsdata.pdf to determine how the superseded data were derived.
 KV5688
 KV5688_MARKER: DS = TRIANGULATION STATION DISK
 KV5688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5688_MARK LOGO: CGS
 KV5688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5688+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4704 ***********************************************************************
 KV4704  DESIGNATION -  HAY FOUNDRY CHIMNEY
 KV4704  PID         -  KV4704
 KV4704  STATE/COUNTY-  NJ/ESSEX
 KV4704  COUNTRY     -  US
 KV4704  USGS QUAD   -  ELIZABETH (2016)
 KV4704
 KV4704                         *CURRENT SURVEY CONTROL
 KV4704  ______________________________________________________________________
 KV4704* NAD 83(1996) POSITION- 40 44 01.04529(N) 074 08 14.41015(W)   ADJUSTED
 KV4704  ______________________________________________________________________
 KV4704  GEOID HEIGHT    -        -32.220 (meters)                     GEOID18
 KV4704  LAPLACE CORR    -          6.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4704.GEOID18 height accuracy estimate available here.
 KV4704
 KV4704.Click photographs - Photos may exist for this station.
 KV4704
 KV4704.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4704
 KV4704. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7284309545(NAD 83)
 KV4704
 KV4704                          SUPERSEDED SURVEY CONTROL
 KV4704
 KV4704  NAD 83(1996)-  40 44 01.04518(N)    074 08 14.41039(W) AD(       ) 3
 KV4704  NAD 83(1986)-  40 44 01.04402(N)    074 08 14.41447(W) AD(       ) 3
 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
 KV4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4704.See file dsdata.pdf to determine how the superseded data were derived.
 KV4704
 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 = JULY 24, 2026 22:12:30 EDT
 DR6491 ***********************************************************************
 DR6491  DESIGNATION -  HCWT
 DR6491  PID         -  DR6491
 DR6491  STATE/COUNTY-  NJ/OCEAN
 DR6491  COUNTRY     -  US
 DR6491  USGS QUAD   -  SHIP BOTTOM (2019)
 DR6491
 DR6491                         *CURRENT SURVEY CONTROL
 DR6491  ______________________________________________________________________
 DR6491* NAD 83(1986) POSITION- 39 41 34.79   (N) 074 08 33.99   (W)   HD_HELD1
 DR6491* NAVD 88 ORTHO HEIGHT -     2.297 (meters)        7.54  (feet) ADJUSTED
 DR6491  ______________________________________________________________________
 DR6491  GEOID HEIGHT    -        -33.478 (meters)                     GEOID18
 DR6491  DYNAMIC HEIGHT  -          2.296 (meters)        7.53  (feet) COMP
 DR6491  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 DR6491
 DR6491  VERT ORDER      -  FIRST     CLASS II
 DR6491
 DR6491.The horizontal coordinates were determined by differentially corrected
 DR6491.hand held GPS observations or other comparable positioning techniques
 DR6491.and have an estimated accuracy of +/- 3 meters.
 DR6491
 DR6491.The orthometric height was determined by differential leveling and
 DR6491.adjusted by the NATIONAL GEODETIC SURVEY
 DR6491.in February 2021.
 DR6491
 DR6491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6491.GEOID18 height accuracy estimate available here.
 DR6491
 DR6491.Click photographs - Photos may exist for this station.
 DR6491
 DR6491.The dynamic height is computed by dividing the NAVD 88
 DR6491.geopotential number by the normal gravity value computed on the
 DR6491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6491.degrees latitude (g = 980.6199 gals.).
 DR6491
 DR6491.The modeled gravity was interpolated from observed gravity values.
 DR6491
 DR6491;                    North         East    Units  Estimated Accuracy
 DR6491;SPC NJ       -    95,491.8     180,638.0     MT  (+/- 3 meters HH1 GPS) 
 DR6491
 DR6491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7349994034(NAD 83)
 DR6491
 DR6491                          SUPERSEDED SURVEY CONTROL
 DR6491
 DR6491.No superseded survey control is available for this station.
 DR6491
 DR6491_MARKER: B = BOLT
 DR6491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR6491_SP_SET: WATER TANK FOUNDATION
 DR6491_STAMPING: HCWT
 DR6491_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6491+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 DR6491
 DR6491  HISTORY     - Date     Condition        Report By
 DR6491  HISTORY     - 20191002 MONUMENTED       NJGS
 DR6491
 DR6491                          STATION DESCRIPTION
 DR6491
 DR6491'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 DR6491'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-NORTHEAST OF WEST
 DR6491'CREEK, 4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT AND 4.0 MI
 DR6491'(6.4 KM) NORTH-NORTHEAST OF SHIP BOTTOM, IN HARVEY CEDARS.
 DR6491'
 DR6491'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 72,
 DR6491'WESTBOUND LANES AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 3.45
 DR6491'MI (5.55 KM) NORTH ON LONG BEACH BOULEVARD TO THE DRIVEWAY LEADING
 DR6491'INTO THE HARVEY CEDARS MUNICIPAL COMPLEX.  TURN LEFT AND GO INTO THE
 DR6491'COMPLEX TO THE WATER TANK AND STATION ON THE LEFT, A 3/4 INCH (19 MM)
 DR6491'SQUARE LAG SCREW, SET IN A DRILL HOLE IN THE WATER TANK BASE JUST EAST
 DR6491'OF THE ACCESS DOOR TO THE TANK.
 DR6491'
 DR6491'THE STATION IS 78 FT (23.8 M) SOUTHWEST OF THE CENTERLINE EXTENDED OF
 DR6491'HUDSON AVENUE, 1 FT (0.3 M) EAST OF THE DOOR HINGE, 114 FT (34.7 M)
 DR6491'WEST-NORTHWEST OF THE CENTERLINE OF LONG BEACH BOULEVARD, 11.5 FT (3.5
 DR6491'M) WEST OF THE CENTERLINE OF THE STEPS LEADING TO THE VERIZON WIRELESS
 DR6491'BUILDING AND 70 FT (21.3 M) NORTH-NORTHEAST OF THE NORTHEAST FACE OF
 DR6491'THE GARAGES.
 DR6491'
 DR6491'NOTE-STAMPING IS ON THE TOP OF THE BOLT HEAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5406 ***********************************************************************
 KV5406  DESIGNATION -  HEGEMAN RESET
 KV5406  PID         -  KV5406
 KV5406  STATE/COUNTY-  NJ/MIDDLESEX
 KV5406  COUNTRY     -  US
 KV5406  USGS QUAD   -  FREEHOLD (2019)
 KV5406
 KV5406                         *CURRENT SURVEY CONTROL
 KV5406  ______________________________________________________________________
 KV5406* NAD 83(2011) POSITION- 40 22 15.32018(N) 074 21 22.43442(W)   ADJUSTED
 KV5406* NAD 83(2011) ELLIP HT-    -5.547 (meters)        (06/27/12)   ADJUSTED
 KV5406* NAD 83(2011) EPOCH   -  2010.00
 KV5406* NAVD 88 ORTHO HEIGHT -    27.0   (meters)       89.    (feet) GPS OBS
 KV5406  ______________________________________________________________________
 KV5406  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5406  GEOID HEIGHT    -        -32.524 (meters)                     GEOID18
 KV5406  NAD 83(2011) X  -  1,312,177.979 (meters)                     COMP
 KV5406  NAD 83(2011) Y  - -4,685,870.591 (meters)                     COMP
 KV5406  NAD 83(2011) Z  -  4,109,446.785 (meters)                     COMP
 KV5406  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 KV5406
 KV5406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5406  Standards:
 KV5406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5406  -------------------------------------------------------------------
 KV5406  NETWORK    0.80   1.27           0.34   0.31   0.65      0.11931045
 KV5406  -------------------------------------------------------------------
 KV5406  Click here for local accuracies and other accuracy information.
 KV5406
 KV5406.The horizontal coordinates were established by GPS observations
 KV5406.and adjusted by the National Geodetic Survey in June 2012.
 KV5406
 KV5406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5406.been affixed to the stable North American tectonic plate. See 
 KV5406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5406
 KV5406.The horizontal coordinates are valid at the epoch date displayed above
 KV5406.which is a decimal equivalence of Year/Month/Day.
 KV5406
 KV5406.The orthometric height was determined by GPS observations and a
 KV5406.high-resolution geoid model.
 KV5406
 KV5406.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5406.GEOID18 height accuracy estimate available here.
 KV5406
 KV5406.Click photographs - Photos may exist for this station.
 KV5406
 KV5406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5406
 KV5406.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5406
 KV5406.The ellipsoidal height was determined by GPS observations
 KV5406.and is referenced to NAD 83.
 KV5406
 KV5406. The following values were computed from the NAD 83(2011) position.
 KV5406
 KV5406;                    North         East     Units Scale Factor Converg.
 KV5406;SPC NJ       -   170,706.752   162,209.018   MT  0.99990183   +0 05 35.2
 KV5406;SPC NJ       -   560,060.40    532,180.75   sFT  0.99990183   +0 05 35.2
 KV5406;UTM  18      - 4,469,126.170   554,653.562   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:                Primary Azimuth Mark                     Grid Az
 KV5406:SPC NJ       -  HEGEMAN AZ MK                            355 40 55.9
 KV5406:UTM  18      -  HEGEMAN AZ MK                            355 21 29.9
 KV5406
 KV5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5465369126(NAD 83)
 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                                      3554631.1 |
 KV5406|---------------------------------------------------------------------|
 KV5406
 KV5406                          SUPERSEDED SURVEY CONTROL
 KV5406
 KV5406  NAD 83(2007)-  40 22 15.32053(N)    074 21 22.43499(W) AD(2002.00) 0
 KV5406  ELLIP H (02/10/07)   -5.536  (m)                       GP(2002.00)    
 KV5406  ELLIP H (10/23/02)   -5.533  (m)                       GP(       ) 4 1
 KV5406  NAD 83(1996)-  40 22 15.32077(N)    074 21 22.43522(W) AD(       ) 1
 KV5406  ELLIP H (05/14/99)   -5.531  (m)                       GP(       ) 4 1
 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
 KV5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5406.See file dsdata.pdf to determine how the superseded data were derived.
 KV5406
 KV5406_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5406_STAMPING: HEGEMAN 1935 1976
 KV5406_MARK LOGO: NGS
 KV5406_PROJECTION: FLUSH
 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 - July 25, 2019
 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  HISTORY     - 20120408 GOOD             INDIV
 KV5406  HISTORY     - 20190725 GOOD             NJGS
 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.
 KV5406
 KV5406                          STATION RECOVERY (2012)
 KV5406
 KV5406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DJM)
 KV5406'RECOVERED IN GOOD CONDITION.
 KV5406
 KV5406                          STATION RECOVERY (2019)
 KV5406
 KV5406'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV5406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6851 ***********************************************************************
 KV6851  DESIGNATION -  HENRY
 KV6851  PID         -  KV6851
 KV6851  STATE/COUNTY-  NJ/UNION
 KV6851  COUNTRY     -  US
 KV6851  USGS QUAD   -  ELIZABETH (2016)
 KV6851
 KV6851                         *CURRENT SURVEY CONTROL
 KV6851  ______________________________________________________________________
 KV6851* NAD 83(2011) POSITION- 40 40 22.28677(N) 074 11 49.70996(W)   ADJUSTED
 KV6851* NAD 83(2011) ELLIP HT-   -28.110 (meters)        (06/27/12)   ADJUSTED
 KV6851* NAD 83(2011) EPOCH   -  2010.00
 KV6851* NAVD 88 ORTHO HEIGHT -     4.3   (meters)       14.    (feet) GPS OBS
 KV6851  ______________________________________________________________________
 KV6851  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6851  GEOID HEIGHT    -        -32.540 (meters)                     GEOID90
 KV6851  GEOID HEIGHT    -        -32.390 (meters)                     GEOID18
 KV6851  NAD 83(2011) X  -  1,319,246.694 (meters)                     COMP
 KV6851  NAD 83(2011) Y  - -4,661,231.393 (meters)                     COMP
 KV6851  NAD 83(2011) Z  -  4,134,918.820 (meters)                     COMP
 KV6851  LAPLACE CORR    -          5.59  (seconds)                    DEFLEC18
 KV6851
 KV6851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6851  Standards:
 KV6851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6851  -------------------------------------------------------------------
 KV6851  NETWORK    0.42   0.69           0.16   0.18   0.35     -0.09321051
 KV6851  -------------------------------------------------------------------
 KV6851  Click here for local accuracies and other accuracy information.
 KV6851
 KV6851.The horizontal coordinates were established by GPS observations
 KV6851.and adjusted by the National Geodetic Survey in June 2012.
 KV6851
 KV6851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6851.been affixed to the stable North American tectonic plate. See 
 KV6851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6851
 KV6851.The horizontal coordinates are valid at the epoch date displayed above
 KV6851.which is a decimal equivalence of Year/Month/Day.
 KV6851
 KV6851.The orthometric height was determined by GPS observations and a
 KV6851.high-resolution geoid model.
 KV6851
 KV6851.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6851.GEOID18 height accuracy estimate available here.
 KV6851
 KV6851.Click photographs - Photos may exist for this station.
 KV6851
 KV6851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6851
 KV6851.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6851
 KV6851.The ellipsoidal height was determined by GPS observations
 KV6851.and is referenced to NAD 83.
 KV6851
 KV6851. The following values were computed from the NAD 83(2011) position.
 KV6851
 KV6851;                    North         East     Units Scale Factor Converg.
 KV6851;SPC NJ       -   204,265.874   175,604.071   MT  0.99990807   +0 11 50.6
 KV6851;SPC NJ       -   670,162.29    576,127.69   sFT  0.99990807   +0 11 50.6
 KV6851;SPC NY L     -    56,229.022   283,331.732   MT  0.99999966   -0 07 44.2
 KV6851;SPC NY L     -   184,478.05    929,564.19   sFT  0.99999966   -0 07 44.2
 KV6851;UTM  18      - 4,502,752.020   567,854.701   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6785402752(NAD 83)
 KV6851
 KV6851                          SUPERSEDED SURVEY CONTROL
 KV6851
 KV6851  NAD 83(2007)-  40 40 22.28695(N)    074 11 49.71074(W) AD(2002.00) 0
 KV6851  ELLIP H (02/10/07)  -28.097  (m)                       GP(2002.00)    
 KV6851  ELLIP H (10/23/02)  -28.097  (m)                       GP(       ) 4 1
 KV6851  NAD 83(1996)-  40 40 22.28716(N)    074 11 49.71088(W) AD(       ) 1
 KV6851  ELLIP H (05/14/99)  -28.088  (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
 KV6851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6851.See file dsdata.pdf to determine how the superseded data were derived.
 KV6851
 KV6851_MARKER: DD = SURVEY DISK
 KV6851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6851_STAMPING: HENRY 1987
 KV6851_MARK LOGO: PSEG
 KV6851_PROJECTION: FLUSH
 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 11, 2020
 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  HISTORY     - 20070323 GOOD             GEOCAC
 KV6851  HISTORY     - 20200311 GOOD             NJGS
 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
 KV6851
 KV6851                          STATION RECOVERY (2007)
 KV6851
 KV6851'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV6851'RECOVERED IN GOOD CONDITION.
 KV6851
 KV6851                          STATION RECOVERY (2020)
 KV6851
 KV6851'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV6851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2958 ***********************************************************************
 JU2958  DESIGNATION -  HEREFORD INLET CG STATION LOT
 JU2958  PID         -  JU2958
 JU2958  STATE/COUNTY-  NJ/CAPE MAY
 JU2958  COUNTRY     -  US
 JU2958  USGS QUAD   -  STONE HARBOR (2019)
 JU2958
 JU2958                         *CURRENT SURVEY CONTROL
 JU2958  ______________________________________________________________________
 JU2958* NAD 83(1996) POSITION- 39 00 26.75477(N) 074 47 28.35849(W)   ADJUSTED
 JU2958  ______________________________________________________________________
 JU2958  GEOID HEIGHT    -        -35.451 (meters)                     GEOID18
 JU2958  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2958.GEOID18 height accuracy estimate available here.
 JU2958
 JU2958.Click photographs - Photos may exist for this station.
 JU2958
 JU2958.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2958
 JU2958. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1807717622(NAD 83)
 JU2958
 JU2958                          SUPERSEDED SURVEY CONTROL
 JU2958
 JU2958  NAD 83(1991)-  39 00 26.73458(N)    074 47 28.36402(W) AD(       ) 3
 JU2958  NAD 83(1986)-  39 00 26.73116(N)    074 47 28.36321(W) AD(       ) 3
 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
 JU2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2958.See file dsdata.pdf to determine how the superseded data were derived.
 JU2958
 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 = JULY 24, 2026 22:12:30 EDT
 JU2956 ***********************************************************************
 JU2956  DESIGNATION -  HEREFORD INLET LIGHTHOUSE
 JU2956  PID         -  JU2956
 JU2956  STATE/COUNTY-  NJ/CAPE MAY
 JU2956  COUNTRY     -  US
 JU2956  USGS QUAD   -  STONE HARBOR (2019)
 JU2956
 JU2956                         *CURRENT SURVEY CONTROL
 JU2956  ______________________________________________________________________
 JU2956* NAD 83(1996) POSITION- 39 00 24.47542(N) 074 47 29.55604(W)   ADJUSTED
 JU2956* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 JU2956  ______________________________________________________________________
 JU2956  GEOID HEIGHT    -        -35.452 (meters)                     GEOID18
 JU2956  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2956.GEOID18 height accuracy estimate available here.
 JU2956
 JU2956.Click photographs - Photos may exist for this station.
 JU2956
 JU2956.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2956
 JU2956. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000374  x   0.99990785  =   0.99991159
 JU2956!UTM  18      -   1.00000374  x   0.99960401  =   0.99960775
 JU2956
 JU2956:                Primary Azimuth Mark                     Grid Az
 JU2956:SPC NJ       -  NORTH WILDWOOD STANDPIPE                 246 26 52.3
 JU2956:UTM  18      -  NORTH WILDWOOD STANDPIPE                 246 07 59.4
 JU2956
 JU2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1804817551(NAD 83)
 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
 JU2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2956.See file dsdata.pdf to determine how the superseded data were derived.
 JU2956
 JU2956_MARKER: 13 = LIGHTHOUSE
 JU2956
 JU2956  HISTORY     - Date     Condition        Report By
 JU2956  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2956  HISTORY     - 1970     GOOD             NGS
 JU2956  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 JU2956
 JU2956                          STATION RECOVERY (2007)
 JU2956
 JU2956'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 JU2956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2829 ***********************************************************************
 JU2829  DESIGNATION -  HIGH
 JU2829  PID         -  JU2829
 JU2829  STATE/COUNTY-  NJ/ATLANTIC
 JU2829  COUNTRY     -  US
 JU2829  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2829
 JU2829                         *CURRENT SURVEY CONTROL
 JU2829  ______________________________________________________________________
 JU2829* NAD 83(2011) POSITION- 39 23 10.81840(N) 074 31 18.11955(W)   ADJUSTED
 JU2829* NAD 83(2011) ELLIP HT-   -15.616 (meters)        (06/27/12)   ADJUSTED
 JU2829* NAD 83(2011) EPOCH   -  2010.00
 JU2829* NAVD 88 ORTHO HEIGHT -    18.6   (meters)       61.    (feet) GPS OBS
 JU2829  ______________________________________________________________________
 JU2829  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2829  GEOID HEIGHT    -        -34.206 (meters)                     GEOID18
 JU2829  NAD 83(2011) X  -  1,317,343.379 (meters)                     COMP
 JU2829  NAD 83(2011) Y  - -4,757,182.440 (meters)                     COMP
 JU2829  NAD 83(2011) Z  -  4,025,548.405 (meters)                     COMP
 JU2829  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 JU2829
 JU2829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2829  Standards:
 JU2829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2829  -------------------------------------------------------------------
 JU2829  NETWORK    0.52   0.82           0.23   0.19   0.42      0.04247592
 JU2829  -------------------------------------------------------------------
 JU2829  Click here for local accuracies and other accuracy information.
 JU2829
 JU2829.The horizontal coordinates were established by GPS observations
 JU2829.and adjusted by the National Geodetic Survey in June 2012.
 JU2829
 JU2829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2829.been affixed to the stable North American tectonic plate. See 
 JU2829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2829
 JU2829.The horizontal coordinates are valid at the epoch date displayed above
 JU2829.which is a decimal equivalence of Year/Month/Day.
 JU2829
 JU2829.The orthometric height was determined by GPS observations and a
 JU2829.high-resolution geoid model.
 JU2829
 JU2829.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2829.GEOID18 height accuracy estimate available here.
 JU2829
 JU2829.Click photographs - Photos may exist for this station.
 JU2829
 JU2829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2829
 JU2829.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2829
 JU2829.The ellipsoidal height was determined by GPS observations
 JU2829.and is referenced to NAD 83.
 JU2829
 JU2829. The following values were computed from the NAD 83(2011) position.
 JU2829
 JU2829;                    North         East     Units Scale Factor Converg.
 JU2829;SPC NJ       -    61,387.374   148,130.670   MT  0.99990004   -0 00 49.6
 JU2829;SPC NJ       -   201,401.74    485,992.04   sFT  0.99990004   -0 00 49.6
 JU2829;UTM  18      - 4,359,759.498   541,190.767   MT  0.99962089   +0 18 12.6
 JU2829
 JU2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2829!SPC NJ       -   1.00000245  x   0.99990004  =   0.99990249
 JU2829!UTM  18      -   1.00000245  x   0.99962089  =   0.99962334
 JU2829
 JU2829:                Primary Azimuth Mark                     Grid Az
 JU2829:SPC NJ       -  RITZ AERO BEACON                         118 56 51.4
 JU2829:UTM  18      -  RITZ AERO BEACON                         118 37 49.2
 JU2829
 JU2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4119059759(NAD 83)
 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 1185601.8 |
 JU2829| CB2068 HIGH RM 3                                          14614     |
 JU2829| CB2066 HIGH RM 1                                          29503     |
 JU2829|---------------------------------------------------------------------|
 JU2829
 JU2829                          SUPERSEDED SURVEY CONTROL
 JU2829
 JU2829  NAD 83(2007)-  39 23 10.81873(N)    074 31 18.12034(W) AD(2002.00) 0
 JU2829  ELLIP H (02/10/07)  -15.607  (m)                       GP(2002.00)    
 JU2829  ELLIP H (10/23/02)  -15.578  (m)                       GP(       ) 4 1
 JU2829  NAD 83(1996)-  39 23 10.81851(N)    074 31 18.12027(W) AD(       ) 1
 JU2829  ELLIP H (05/14/99)  -15.595  (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)  -15.668  (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
 JU2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2829.See file dsdata.pdf to determine how the superseded data were derived.
 JU2829
 JU2829_MARKER: DS = TRIANGULATION STATION DISK
 JU2829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2829_SP_SET: BUILDING ROOF
 JU2829_STAMPING: HIGH 1931
 JU2829_MARK LOGO: CGS
 JU2829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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  HISTORY     - 20180814 MARK NOT FOUND   NJGS
 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.
 JU2829
 JU2829                          STATION RECOVERY (2018)
 JU2829
 JU2829'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 JU2829'THE STRUCTURE, SCHOOL BUILDING, INTO WHICH THE STATION WAS SET HAS
 JU2829'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2919 ***********************************************************************
 JU2919  DESIGNATION -  HIGH
 JU2919  PID         -  JU2919
 JU2919  STATE/COUNTY-  NJ/CAPE MAY
 JU2919  COUNTRY     -  US
 JU2919  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2919
 JU2919                         *CURRENT SURVEY CONTROL
 JU2919  ______________________________________________________________________
 JU2919* NAD 83(1996) POSITION- 39 13 56.95906(N) 074 38 46.48288(W)   ADJUSTED
 JU2919  ______________________________________________________________________
 JU2919  GEOID HEIGHT    -        -34.741 (meters)                     GEOID18
 JU2919  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2919.GEOID18 height accuracy estimate available here.
 JU2919
 JU2919.Click photographs - Photos may exist for this station.
 JU2919
 JU2919.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2919
 JU2919. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3053142636(NAD 83)
 JU2919
 JU2919                          SUPERSEDED SURVEY CONTROL
 JU2919
 JU2919  NAD 83(1986)-  39 13 56.93979(N)    074 38 46.48387(W) AD(       ) 3
 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
 JU2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2919.See file dsdata.pdf to determine how the superseded data were derived.
 JU2919
 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 = JULY 24, 2026 22:12:30 EDT
 KV4220 ***********************************************************************
 KV4220  DESIGNATION -  HIGH MOUNTAIN
 KV4220  PID         -  KV4220
 KV4220  STATE/COUNTY-  NJ/PASSAIC
 KV4220  COUNTRY     -  US
 KV4220  USGS QUAD   -  PATERSON (2016)
 KV4220
 KV4220                         *CURRENT SURVEY CONTROL
 KV4220  ______________________________________________________________________
 KV4220* NAD 83(2011) POSITION- 40 58 14.07041(N) 074 11 53.97818(W)   ADJUSTED
 KV4220* NAD 83(2011) ELLIP HT-   236.202 (meters)        (06/27/12)   ADJUSTED
 KV4220* NAD 83(2011) EPOCH   -  2010.00
 KV4220* NAVD 88 ORTHO HEIGHT -   268.4   (meters)      881.    (feet) GPS OBS
 KV4220  ______________________________________________________________________
 KV4220  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV4220  GEOID HEIGHT    -        -32.430 (meters)                     GEOID90
 KV4220  GEOID HEIGHT    -        -32.203 (meters)                     GEOID18
 KV4220  NAD 83(2011) X  -  1,313,319.305 (meters)                     COMP
 KV4220  NAD 83(2011) Y  - -4,640,654.903 (meters)                     COMP
 KV4220  NAD 83(2011) Z  -  4,160,111.326 (meters)                     COMP
 KV4220  LAPLACE CORR    -          3.24  (seconds)                    DEFLEC18
 KV4220
 KV4220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4220  Standards:
 KV4220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4220  -------------------------------------------------------------------
 KV4220  NETWORK    0.54   1.35           0.24   0.20   0.69      0.01753293
 KV4220  -------------------------------------------------------------------
 KV4220  Click here for local accuracies and other accuracy information.
 KV4220
 KV4220.The horizontal coordinates were established by GPS observations
 KV4220.and adjusted by the National Geodetic Survey in June 2012.
 KV4220
 KV4220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4220.been affixed to the stable North American tectonic plate. See 
 KV4220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4220
 KV4220.The horizontal coordinates are valid at the epoch date displayed above
 KV4220.which is a decimal equivalence of Year/Month/Day.
 KV4220
 KV4220.The orthometric height was determined by GPS observations and a
 KV4220.high-resolution geoid model.
 KV4220
 KV4220.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4220.GEOID18 height accuracy estimate available here.
 KV4220
 KV4220.Click photographs - Photos may exist for this station.
 KV4220
 KV4220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4220
 KV4220.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4220
 KV4220.The ellipsoidal height was determined by GPS observations
 KV4220.and is referenced to NAD 83.
 KV4220
 KV4220. The following values were computed from the NAD 83(2011) position.
 KV4220
 KV4220;                    North         East     Units Scale Factor Converg.
 KV4220;SPC NJ       -   237,323.977   175,390.053   MT  0.99990793   +0 11 52.1
 KV4220;SPC NJ       -   778,620.41    575,425.53   sFT  0.99990793   +0 11 52.1
 KV4220;SPC NY E     -   237,323.977   175,390.053   MT  0.99990793   +0 11 52.1
 KV4220;SPC NY E     -   778,620.41    575,425.53   sFT  0.99990793   +0 11 52.1
 KV4220;UTM  18      - 4,535,800.044   567,452.192   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6745235800(NAD 83)
 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  NAD 83(2007)-  40 58 14.07034(N)    074 11 53.97913(W) AD(2002.00) 0
 KV4220  ELLIP H (02/10/07)  236.229  (m)                       GP(2002.00)    
 KV4220  ELLIP H (10/23/02)  236.226  (m)                       GP(       ) 4 1
 KV4220  NAD 83(1996)-  40 58 14.07045(N)    074 11 53.97981(W) AD(       ) 1
 KV4220  ELLIP H (05/14/99)  236.241  (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)  236.184  (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  USSD        -  40 58 14.09900(N)    074 11 55.37600(W) AD(       ) 3
 KV4220
 KV4220.Superseded values are not recommended for survey control.
 KV4220
 KV4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4220.See file dsdata.pdf to determine how the superseded data were derived.
 KV4220
 KV4220_MARKER: B = BOLT
 KV4220_SETTING: 66 = SET IN ROCK OUTCROP
 KV4220_MARK LOGO: CGS
 KV4220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV4220+STABILITY: POSITION/ELEVATION WELL
 KV4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4220+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2020
 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  HISTORY     - 20200929 GOOD             NJGS
 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.  RM 1 LOCATED EASILY.
 KV4220'RM 4 LOCATED.  AZIMUTH MARKER NOT SEARCHED FOR.
 KV4220
 KV4220                          STATION RECOVERY (2020)
 KV4220
 KV4220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV4220'TREES HAVE GROWN AROUND MARK MAKING UNUSABLE FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2688 ***********************************************************************
 JU2688  DESIGNATION -  HIGH POINT
 JU2688  PID         -  JU2688
 JU2688  STATE/COUNTY-  NJ/OCEAN
 JU2688  COUNTRY     -  US
 JU2688  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2688
 JU2688                         *CURRENT SURVEY CONTROL
 JU2688  ______________________________________________________________________
 JU2688* NAD 83(1996) POSITION- 39 42 27.55942(N) 074 08 06.40893(W)   ADJUSTED
 JU2688* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2688  ______________________________________________________________________
 JU2688  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 JU2688  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2688.GEOID18 height accuracy estimate available here.
 JU2688
 JU2688.Click photographs - Photos may exist for this station.
 JU2688
 JU2688.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2688
 JU2688. The following values were computed from the NAD 83(1996) position.
 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       -  BARNEGAT WATER TANK                      305 35 03.7
 JU2688:UTM  18      -  BARNEGAT WATER TANK                      305 15 53.6
 JU2688
 JU2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7414095668(NAD 83)
 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
 JU2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2688.See file dsdata.pdf to determine how the superseded data were derived.
 JU2688
 JU2688_MARKER: DS = TRIANGULATION STATION DISK
 JU2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KU4051 ***********************************************************************
 KU4051  DESIGNATION -  HIGH POINT
 KU4051  PID         -  KU4051
 KU4051  STATE/COUNTY-  NJ/BERGEN
 KU4051  COUNTRY     -  US
 KU4051  USGS QUAD   -  YONKERS (2019)
 KU4051
 KU4051                         *CURRENT SURVEY CONTROL
 KU4051  ______________________________________________________________________
 KU4051* NAD 83(1996) POSITION- 40 58 01.71116(N) 073 54 42.89703(W)   ADJUSTED
 KU4051* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 KU4051  ______________________________________________________________________
 KU4051  GEOID HEIGHT    -        -31.343 (meters)                     GEOID18
 KU4051  LAPLACE CORR    -          6.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4051.GEOID18 height accuracy estimate available here.
 KU4051
 KU4051.Click photographs - Photos may exist for this station.
 KU4051
 KU4051.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4051
 KU4051. The following values were computed from the NAD 83(1996) position.
 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  =   0.99969622
 KU4051
 KU4051:                Primary Azimuth Mark                     Grid Az
 KU4051:SPC NJ       -  SPRAIN                                   089 22 47.0
 KU4051:UTM  18      -  SPRAIN                                   089 03 06.8
 KU4051
 KU4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9155535679(NAD 83)
 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  USSD        -  40 58 01.79100(N)    073 54 44.31200(W) AD(       ) 3
 KU4051
 KU4051.Superseded values are not recommended for survey control.
 KU4051
 KU4051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4051.See file dsdata.pdf to determine how the superseded data were derived.
 KU4051
 KU4051_MARKER: H = DRILL HOLE
 KU4051_SETTING: 66 = SET IN ROCK OUTCROP
 KU4051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4051+STABILITY: POSITION/ELEVATION WELL
 KU4051
 KU4051  HISTORY     - Date     Condition        Report By
 KU4051  HISTORY     - 1921     MONUMENTED       NY6820
 KU4051  HISTORY     - 1930     GOOD             CGS
 KU4051  HISTORY     - 1934     GOOD             NONE
 KU4051  HISTORY     - 1938     GOOD             CGS
 KU4051  HISTORY     - 1964     MARK NOT FOUND   CGS
 KU4051  HISTORY     - 20061209 MARK NOT FOUND   GEOCAC
 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 NATIONAL GEODETIC SURVEY 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.
 KU4051
 KU4051                          STATION RECOVERY (2006)
 KU4051
 KU4051'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU4051'THE STATION WAS NOT RECOVERED, NOT FOUND.
 KU4051'
 KU4051'REFERENCE MARKS NO. 1 (1930), NO. 1 (1938), NO.2 (1930) AND
 KU4051'WESTCHESTER COUNTY WERE ALL FOUND AS DESCRIBED IN GOOD CONDITION.  THE
 KU4051'1.5 INCH CROSS WITHIN A CIRCLE WITNESS MARK CARVED ON A ROCK WAS FOUND
 KU4051'AS DESCRIBED IN GOOD CONDITION. REFERENCE MARK NO. 2 (1938) WAS
 KU4051'SEARCHED FOR BUT NOT FOUND.
 KU4051'
 KU4051'THE STATION WAS SEARCHED BY ONE MAN FOR A TOTAL OF ABOUT 5 HOURS OVER
 KU4051'TWO VISITS.  MEASUREMENTS WERE MADE FROM THE AVAILABLE REFERENCE MARKS
 KU4051'USING STEEL TAPE AND COMPASS AND A METAL DETECTOR WAS USED. DISTANCES
 KU4051'AND BEARINGS BETWEEN 3 OF THE REFERENCE MARKS WERE MEASURED WITH STEEL
 KU4051'TAPER AND COMPASS AND THE MEASUREMENTS AGREED TO WITH 1 - 2 INCHES AND
 KU4051'1 DEGREE OF AZIMUTH OF THE CALCULATED NUMBERS.
 KU4051'
 KU4051'NO SIGN OF THE STATION WAS FOUND INCLUDING ANY DRILL HOLE OR STEM OR
 KU4051'IMPRESSION IN THE ROCK.
 KU4051'
 KU4051'A NEW TO REACH FOLLOWS -
 KU4051'
 KU4051'FROM ROUTE 9W AND I-95 IN FORT LEE, NEW JERSEY, PROCEED NORTH ABOUT 9
 KU4051'MILES ON ROUTE 9W TO A SMALL PARKING LOT ON THE RIGHT AND THE ENTRANCE
 KU4051'TO A PEDESTRIAN OVERPASS OVER THE TWO LANES OR THE PALISADES
 KU4051'INTERSTATE PARKWAY.   THIS PARKING AREA IS ABOUT .1 MILES SOUTH OF
 KU4051'EXIT 3 OF THE PARKWAY.
 KU4051'
 KU4051'PACK OVER THE PEDESTRIAN OVERPASS AND PROCEED ON THE BLUE-WHITE FOREST
 KU4051'VIEW TRAIL ABOUT .3 MILES TO THE WOMEN'S FEDERATION MONUMENT.  TURN
 KU4051'RIGHT ONTO THE BLUE BLAZED LONG PATH AND PROCEED SOUTH ABOUT .4 MILES
 KU4051'TO A LOOKOUT WITH A CONCRETE BLOCK FENCE.  THIS IS THE LOOKOUT
 KU4051'DESCRIBED IN THE 1938 CGS LOG.
 KU4051'
 KU4051'CONTINUE SOUTH ON THE LONG PATH ABOUT .5 MILES TO A SECTION WHERE THE
 KU4051'TRAIL TURNS TO THE RIGHT AND CROSSES A SMALL STREAM AND APPROACHES
 KU4051'NEAR TO THE PALISADES PARKWAY.  LEAVE THE PATH AT THIS POINT AND BEAR
 KU4051'LEFT THROUGH THE WOODS TO THE CLIFF AND THE STATION.  THIS SECTION OF
 KU4051'THE PALISADES IS KNOWN AS BOMBAY HOOK AND THE STATION IS ON A ROCK
 KU4051'POINT ABOVE THE FEATURE KNOWN AS 'MAN-IN-THE ROCK PILLAR'.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0165 ***********************************************************************
 JU0165  DESIGNATION -  HIGH POINT 2
 JU0165  PID         -  JU0165
 JU0165  STATE/COUNTY-  NJ/OCEAN
 JU0165  COUNTRY     -  US
 JU0165  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0165
 JU0165                         *CURRENT SURVEY CONTROL
 JU0165  ______________________________________________________________________
 JU0165* NAD 83(1996) POSITION- 39 42 28.39158(N) 074 08 05.51931(W)   ADJUSTED
 JU0165* NAVD 88 ORTHO HEIGHT -     1.001 (meters)        3.28  (feet) ADJUSTED
 JU0165  ______________________________________________________________________
 JU0165  GEOID HEIGHT    -        -33.441 (meters)                     GEOID18
 JU0165  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 JU0165  DYNAMIC HEIGHT  -          1.000 (meters)        3.28  (feet) COMP
 JU0165  MODELED GRAVITY -    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 and
 JU0165.adjusted by the NATIONAL GEODETIC SURVEY
 JU0165.in June 1991.
 JU0165
 JU0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0165.GEOID18 height accuracy estimate available here.
 JU0165
 JU0165.Click photographs - Photos may exist for this station.
 JU0165
 JU0165.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000509  x   0.99991206  =   0.99991715
 JU0165!UTM  18      -   1.00000509  x   0.99966771  =   0.99967280
 JU0165
 JU0165:                Primary Azimuth Mark                     Grid Az
 JU0165:SPC NJ       -  HIGH POINT 2 AZ MK                       206 38 24.0
 JU0165:UTM  18      -  HIGH POINT 2 AZ MK                       206 19 13.9
 JU0165
 JU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7416195694(NAD 83)
 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                                 2065223.8 |
 JU0165| JU2690 BARNEGAT WATERWAY LIGHT 82          APPROX. 1.0 KM 2543444.0 |
 JU0165| JU0166 HIGH POINT 2 RM 4                    25.355 METERS 30712     |
 JU0165| JU2683 BARNEGAT WATERWAY LIGHT 76          APPROX. 2.8 KM 3313700.2 |
 JU0165| JU2684 BARNEGAT WATERWAY LIGHT 79          APPROX. 1.6 KM 3395452.4 |
 JU0165| JU2689 BARNEGAT WATERWAY LIGHT 73          APPROX. 4.1 KM 3443726.8 |
 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               1.38   (m)            4.5    (f) LEVELING    3  
 JU0165  NGVD 29 (11/26/84)    1.384  (m)            4.54   (f) ADJUSTED    1 1
 JU0165
 JU0165.Superseded values are not recommended for survey control.
 JU0165
 JU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0165.See file dsdata.pdf to determine how the superseded data were derived.
 JU0165
 JU0165_STAMPING: HIGH POINT 2 1962
 JU0165_MARK LOGO: CGS
 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  HISTORY     - 20191002 MARK NOT FOUND   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.
 JU0165
 JU0165                          STATION RECOVERY (2019)
 JU0165
 JU0165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU0165'A NEW GARAGE HAS BEEN CONSTRUCTED AT THE LOCATION OF THE STATION AS
 JU0165'DETERMINED BY REAL-TIME NETWORK (RTN) POSITIONING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0160 ***********************************************************************
 JU0160  DESIGNATION -  HIGH POINT 2 AZ MK
 JU0160  PID         -  JU0160
 JU0160  STATE/COUNTY-  NJ/OCEAN
 JU0160  COUNTRY     -  US
 JU0160  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0160
 JU0160                         *CURRENT SURVEY CONTROL
 JU0160  ______________________________________________________________________
 JU0160* NAD 83(1986) POSITION- 39 42 17.94   (N) 074 08 12.37   (W)   HD_HELD1
 JU0160* NAVD 88 ORTHO HEIGHT -     0.781 (meters)        2.56  (feet) ADJUSTED
 JU0160  ______________________________________________________________________
 JU0160  GEOID HEIGHT    -        -33.447 (meters)                     GEOID18
 JU0160  DYNAMIC HEIGHT  -          0.781 (meters)        2.56  (feet) COMP
 JU0160  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 JU0160
 JU0160  VERT ORDER      -  FIRST     CLASS II
 JU0160
 JU0160.The horizontal coordinates were determined by differentially corrected
 JU0160.hand held GPS observations or other comparable positioning techniques
 JU0160.and have an estimated accuracy of +/- 3 meters.
 JU0160
 JU0160.The orthometric height was determined by differential leveling and
 JU0160.adjusted by the NATIONAL GEODETIC SURVEY
 JU0160.in March 2005.
 JU0160
 JU0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0160.GEOID18 height accuracy estimate available here.
 JU0160
 JU0160.Click photographs - Photos may exist for this station.
 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       -    96,824.5     181,147.7     MT  (+/- 3 meters HH1 GPS) 
 JU0160
 JU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7400195370(NAD 83)
 JU0160
 JU0160                          SUPERSEDED SURVEY CONTROL
 JU0160
 JU0160  NAVD 88 (06/15/91)    0.964  (m)            3.16   (f) SUPERSEDED  1 1
 JU0160  NGVD 29 (11/26/84)    1.348  (m)            4.42   (f) ADJUSTED    1 1
 JU0160
 JU0160.Superseded values are not recommended for survey control.
 JU0160
 JU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0160.See file dsdata.pdf to determine how the superseded data were derived.
 JU0160
 JU0160_MARKER: DZ = AZIMUTH MARK DISK
 JU0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0160_STAMPING: HIGH POINT 2 1962
 JU0160_MARK LOGO: CGS
 JU0160_PROJECTION: FLUSH
 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 03, 2020
 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  HISTORY     - 20200603 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU0160
 JU0160                          STATION RECOVERY (2020)
 JU0160
 JU0160'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0160'RECOVERED IN GOOD CONDITION.
 JU0160'
 JU0160'NOTE-ADD-THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH-SOUTHEAST OF
 JU0160'FORKED RIVER, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 4.0
 JU0160'MI (6.4 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN HARVEY CEDARS.
 JU0160'
 JU0160'THE STATION IS 3.4 FT (1.0 M) NORTH OF POLE NUMBER 15932, 20 FT (6.1
 JU0160'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF WEST 76TH STREET, 34 FT (10.4
 JU0160'M) NORTHEAST OF THE NORTHEAST CORNER OF THE BARNEGAT LIGHT YACHT CLUB
 JU0160'BUILDING, 13.5 FT (4.1 M) SOUTHEAST OF THE CENTERLINE OF THE CONCRETE
 JU0160'SIDEWALK LEADING TO THE BARNEGAT LIGHT YACHT CLUB AND 25.5 FT (7.8 M)
 JU0160'WEST-SOUTHWEST OF A MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0166 ***********************************************************************
 JU0166  DESIGNATION -  HIGH POINT 2 RM 4
 JU0166  PID         -  JU0166
 JU0166  STATE/COUNTY-  NJ/OCEAN
 JU0166  COUNTRY     -  US
 JU0166  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0166
 JU0166                         *CURRENT SURVEY CONTROL
 JU0166  ______________________________________________________________________
 JU0166* NAD 83(1986) POSITION- 39 42 28.89   (N) 074 08 06.37   (W)   HD_HELD1
 JU0166* NAVD 88 ORTHO HEIGHT -     1.151 (meters)        3.78  (feet) ADJUSTED
 JU0166  ______________________________________________________________________
 JU0166  GEOID HEIGHT    -        -33.440 (meters)                     GEOID18
 JU0166  DYNAMIC HEIGHT  -          1.151 (meters)        3.78  (feet) COMP
 JU0166  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 JU0166
 JU0166  VERT ORDER      -  FIRST     CLASS I
 JU0166
 JU0166.The horizontal coordinates were determined by differentially corrected
 JU0166.hand held GPS observations or other comparable positioning techniques
 JU0166.and have an estimated accuracy of +/- 3 meters.
 JU0166
 JU0166.The orthometric height was determined by differential leveling and
 JU0166.adjusted by the NATIONAL GEODETIC SURVEY
 JU0166.in June 1991.
 JU0166
 JU0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0166.GEOID18 height accuracy estimate available here.
 JU0166
 JU0166.Click photographs - Photos may exist for this station.
 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       -    97,162.8     181,289.2     MT  (+/- 3 meters HH1 GPS) 
 JU0166
 JU0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7414195709(NAD 83)
 JU0166
 JU0166                          SUPERSEDED SURVEY CONTROL
 JU0166
 JU0166  NGVD 29 (11/26/84)    1.535  (m)            5.04   (f) ADJUSTED    1 1
 JU0166
 JU0166.Superseded values are not recommended for survey control.
 JU0166
 JU0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0166.See file dsdata.pdf to determine how the superseded data were derived.
 JU0166
 JU0166_MARKER: DR = REFERENCE MARK DISK
 JU0166_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 LY2607 ***********************************************************************
 LY2607  DESIGNATION -  HIGH POINT MOUNMENT
 LY2607  PID         -  LY2607
 LY2607  STATE/COUNTY-  NJ/SUSSEX
 LY2607  COUNTRY     -  US
 LY2607  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY2607
 LY2607                         *CURRENT SURVEY CONTROL
 LY2607  ______________________________________________________________________
 LY2607* NAD 83(1996) POSITION- 41 19 15.40329(N) 074 39 41.75683(W)   ADJUSTED
 LY2607* NAVD 88 ORTHO HEIGHT -   550.    (meters)     1804.    (feet) SCALED
 LY2607  ______________________________________________________________________
 LY2607  GEOID HEIGHT    -        -32.188 (meters)                     GEOID18
 LY2607  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2607.GEOID18 height accuracy estimate available here.
 LY2607
 LY2607.Click photographs - Photos may exist for this station.
 LY2607
 LY2607.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2607
 LY2607. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 NY E     -   0.99991881  x   0.99990225  =   0.99982107
 LY2607!SPC PA N     -   0.99991881  x   0.99995825  =   0.99987707
 LY2607!UTM  18      -   0.99991881  x   0.99960987  =   0.99952871
 LY2607
 LY2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2832174441(NAD 83)
 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
 LY2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2607.See file dsdata.pdf to determine how the superseded data were derived.
 LY2607
 LY2607_MARKER: 70 = MONUMENT
 LY2607
 LY2607  HISTORY     - Date     Condition        Report By
 LY2607  HISTORY     - 1938     FIRST OBSERVED   CGS
 LY2607  HISTORY     - 1973     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 LY2606 ***********************************************************************
 LY2606  DESIGNATION -  HIGH POINT RESET
 LY2606  PID         -  LY2606
 LY2606  STATE/COUNTY-  NJ/SUSSEX
 LY2606  COUNTRY     -  US
 LY2606  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY2606
 LY2606                         *CURRENT SURVEY CONTROL
 LY2606  ______________________________________________________________________
 LY2606* NAD 83(1996) POSITION- 41 19 15.21322(N) 074 39 41.47108(W)   ADJUSTED
 LY2606* NAVD 88 ORTHO HEIGHT -   549.6   (meters)     1803.    (feet) VERTCON3
 LY2606  ______________________________________________________________________
 LY2606  GEOID HEIGHT    -        -32.188 (meters)                     GEOID18
 LY2606  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2606.GEOID18 height accuracy estimate available here.
 LY2606
 LY2606.Click photographs - Photos may exist for this station.
 LY2606
 LY2606.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2606
 LY2606. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 LY2606:SPC NJ       -  HIGH POINT AZ MK                         030 44 08.2
 LY2606:SPC NY E     -  HIGH POINT AZ MK                         030 44 08.2
 LY2606:SPC PA N     -  HIGH POINT AZ MK                         028 35 09.0
 LY2606:UTM  18      -  HIGH POINT AZ MK                         030 24 19.7
 LY2606
 LY2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2832874435(NAD 83)
 LY2606
 LY2606|---------------------------------------------------------------------|
 LY2606| PID    Reference Object                     Distance      Geod. Az  |
 LY2606|                                                           dddmmss.s |
 LY2606| CB3557 HIGH POINT TIE PT 2                   8.480 METERS 00114     |
 LY2606| LY2605 HIGH POINT RM 3                      62.631 METERS 01106     |
 LY2606| CB3555 HIGH POINT RM 2                      14.425 METERS 02731     |
 LY2606| CB3553 HIGH POINT AZ MK                                   0303744.3 |
 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 18411     |
 LY2606| LY2624 BRANCHVILLE NORMANOCK LOT           APPROX.17.2 KM 2104839.6 |
 LY2606| CB3554 HIGH POINT RM 1                      26.759 METERS 24024     |
 LY2606| CB3556 HIGH POINT TIE PT 1                   4.212 METERS 25649     |
 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  USSD        -  41 19 15.22500(N)    074 39 42.83300(W) AD(       ) 3
 LY2606  NGVD 29 (07/19/86)  549.8    (m)         1804.     (f) VERT ANG       
 LY2606
 LY2606.Superseded values are not recommended for survey control.
 LY2606
 LY2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2606.See file dsdata.pdf to determine how the superseded data were derived.
 LY2606
 LY2606_MARKER: DH = HORIZONTAL CONTROL DISK
 LY2606_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY2606_SP_SET: FLAGSTONE SIDEWALK
 LY2606_STAMPING: HIGH POINT 1881 1973
 LY2606_MARK LOGO: NGS
 LY2606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2606
 LY2606  HISTORY     - Date     Condition        Report By
 LY2606  HISTORY     - 1908     MONUMENTED       CGS
 LY2606  HISTORY     - 1936     GOOD             NJGS
 LY2606  HISTORY     - 1942     GOOD             CGS
 LY2606  HISTORY     - 1959     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 JU0163 ***********************************************************************
 JU0163  DESIGNATION -  HIGH POINT RM 1
 JU0163  PID         -  JU0163
 JU0163  STATE/COUNTY-  NJ/OCEAN
 JU0163  COUNTRY     -  US
 JU0163  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0163
 JU0163                         *CURRENT SURVEY CONTROL
 JU0163  ______________________________________________________________________
 JU0163* NAD 83(1986) POSITION- 39 42 27.47   (N) 074 08 05.15   (W)   HD_HELD1
 JU0163* NAVD 88 ORTHO HEIGHT -     0.787 (meters)        2.58  (feet) ADJUSTED
 JU0163  ______________________________________________________________________
 JU0163  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 JU0163  DYNAMIC HEIGHT  -          0.787 (meters)        2.58  (feet) COMP
 JU0163  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 JU0163
 JU0163  VERT ORDER      -  FIRST     CLASS II
 JU0163
 JU0163.The horizontal coordinates were determined by differentially corrected
 JU0163.hand held GPS observations or other comparable positioning techniques
 JU0163.and have an estimated accuracy of +/- 3 meters.
 JU0163
 JU0163.The orthometric height was determined by differential leveling and
 JU0163.adjusted by the NATIONAL GEODETIC SURVEY
 JU0163.in February 2021.
 JU0163
 JU0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0163.GEOID18 height accuracy estimate available here.
 JU0163
 JU0163.Click photographs - Photos may exist for this station.
 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       -    97,119.1     181,318.4     MT  (+/- 3 meters HH1 GPS) 
 JU0163
 JU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7417095665(NAD 83)
 JU0163
 JU0163                          SUPERSEDED SURVEY CONTROL
 JU0163
 JU0163  NAVD 88 (03/25/05)    0.789  (m)            2.59   (f) SUPERSEDED  1 2
 JU0163  NAVD 88 (06/15/91)    0.803  (m)            2.63   (f) SUPERSEDED  1 1
 JU0163  NGVD 29 (11/26/84)    1.186  (m)            3.89   (f) ADJUSTED    1 1
 JU0163
 JU0163.Superseded values are not recommended for survey control.
 JU0163
 JU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0163.See file dsdata.pdf to determine how the superseded data were derived.
 JU0163
 JU0163_MARKER: DR = REFERENCE MARK DISK
 JU0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0163_STAMPING: HIGH POINT NO 1 1932
 JU0163_MARK LOGO: CGS
 JU0163_PROJECTION: RECESSED 30 CENTIMETERS
 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 03, 2020
 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  HISTORY     - 20200603 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.
 JU0163
 JU0163                          STATION RECOVERY (2020)
 JU0163
 JU0163'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0163'RECOVERED IN GOOD CONDITION.
 JU0163'
 JU0163'NOTE-ADD-THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHEAST OF
 JU0163'FORKED RIVER, 5.1 MI (8.2 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 3.8
 JU0163'MI (6.1 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN HARVEY CEDARS.
 JU0163'
 JU0163'THE STATION IS 82 FT (25.0 M) WEST OF THE CENTERLINE OF ANCHOR STREET,
 JU0163'62 FT (18.9 M) WEST OF A HIGH SIREN MAST POLE, 21 FT (6.4 M) NORTH OF
 JU0163'THE CENTERLINE OF 80TH STREET, 42 FT (12.8 M) AND ACROSS 80TH STREET
 JU0163'FROM A FIRE HYDRANT AND 2 FT (0.6 M) SOUTHEAST OF POLE NUMBER P8207.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0161 ***********************************************************************
 JU0161  DESIGNATION -  HIGH POINT RM 2
 JU0161  PID         -  JU0161
 JU0161  STATE/COUNTY-  NJ/OCEAN
 JU0161  COUNTRY     -  US
 JU0161  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0161
 JU0161                         *CURRENT SURVEY CONTROL
 JU0161  ______________________________________________________________________
 JU0161* NAD 83(1986) POSITION- 39 42 17.60   (N) 074 08 11.18   (W)   HD_HELD1
 JU0161* NAVD 88 ORTHO HEIGHT -     0.786 (meters)        2.58  (feet) ADJUSTED
 JU0161  ______________________________________________________________________
 JU0161  GEOID HEIGHT    -        -33.448 (meters)                     GEOID18
 JU0161  DYNAMIC HEIGHT  -          0.786 (meters)        2.58  (feet) COMP
 JU0161  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 JU0161
 JU0161  VERT ORDER      -  FIRST     CLASS II
 JU0161
 JU0161.The horizontal coordinates were determined by differentially corrected
 JU0161.hand held GPS observations or other comparable positioning techniques
 JU0161.and have an estimated accuracy of +/- 3 meters.
 JU0161
 JU0161.The orthometric height was determined by differential leveling and
 JU0161.adjusted by the NATIONAL GEODETIC SURVEY
 JU0161.in February 2021.
 JU0161
 JU0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0161.GEOID18 height accuracy estimate available here.
 JU0161
 JU0161.Click photographs - Photos may exist for this station.
 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       -    96,814.2     181,176.0     MT  (+/- 3 meters HH1 GPS) 
 JU0161
 JU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7403095360(NAD 83)
 JU0161
 JU0161                          SUPERSEDED SURVEY CONTROL
 JU0161
 JU0161  NAVD 88 (03/25/05)    0.780  (m)            2.56   (f) SUPERSEDED  1 2
 JU0161  NAVD 88 (06/15/91)    0.764  (m)            2.51   (f) SUPERSEDED  1 1
 JU0161  NGVD 29 (11/26/84)    1.148  (m)            3.77   (f) ADJUSTED    1 1
 JU0161
 JU0161.Superseded values are not recommended for survey control.
 JU0161
 JU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0161.See file dsdata.pdf to determine how the superseded data were derived.
 JU0161
 JU0161_MARKER: DR = REFERENCE MARK DISK
 JU0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0161_STAMPING: HIGH POINT NO 2 1932
 JU0161_MARK LOGO: CGS
 JU0161_PROJECTION: RECESSED 5 CENTIMETERS
 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 NOT SUITABLE FOR
 JU0161+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2020
 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  HISTORY     - 20200603 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU0161
 JU0161                          STATION RECOVERY (2020)
 JU0161
 JU0161'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0161'RECOVERED IN GOOD CONDITION.
 JU0161'
 JU0161'NOTE-ADD-THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH-SOUTHEAST OF
 JU0161'FORKED RIVER, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF SHIP BOTTOM AND 4.0
 JU0161'MI (6.4 KM) SOUTH-SOUTHWEST OF BARNEGAT LIGHT, IN THE BOROUGH OF
 JU0161'HARVEY CEDARS, ON THE SOUTHWEST SIDE OF WEST 76TH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2605 ***********************************************************************
 LY2605  DESIGNATION -  HIGH POINT RM 3
 LY2605  PID         -  LY2605
 LY2605  STATE/COUNTY-  NJ/SUSSEX
 LY2605  COUNTRY     -  US
 LY2605  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY2605
 LY2605                         *CURRENT SURVEY CONTROL
 LY2605  ______________________________________________________________________
 LY2605* NAD 83(2011) POSITION- 41 19 17.20828(N) 074 39 40.95282(W)   ADJUSTED
 LY2605* NAD 83(2011) ELLIP HT-   515.453 (meters)        (06/27/12)   ADJUSTED
 LY2605* NAD 83(2011) EPOCH   -  2010.00
 LY2605* NAVD 88 ORTHO HEIGHT -   547.6   (meters)     1797.    (feet) GPS OBS
 LY2605  ______________________________________________________________________
 LY2605  NAVD 88 orthometric height was determined with an earlier geoid model
 LY2605  GEOID HEIGHT    -        -32.187 (meters)                     GEOID18
 LY2605  NAD 83(2011) X  -  1,269,045.394 (meters)                     COMP
 LY2605  NAD 83(2011) Y  - -4,626,592.491 (meters)                     COMP
 LY2605  NAD 83(2011) Z  -  4,189,640.019 (meters)                     COMP
 LY2605  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 LY2605
 LY2605  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2605  Standards:
 LY2605         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2605            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2605  -------------------------------------------------------------------
 LY2605  NETWORK    1.27   2.55           0.55   0.48   1.30      0.20157573
 LY2605  -------------------------------------------------------------------
 LY2605  Click here for local accuracies and other accuracy information.
 LY2605
 LY2605.The horizontal coordinates were established by GPS observations
 LY2605.and adjusted by the National Geodetic Survey in June 2012.
 LY2605
 LY2605.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2605.been affixed to the stable North American tectonic plate. See 
 LY2605.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2605
 LY2605.The horizontal coordinates are valid at the epoch date displayed above
 LY2605.which is a decimal equivalence of Year/Month/Day.
 LY2605
 LY2605.The orthometric height was determined by GPS observations and a
 LY2605.high-resolution geoid model.
 LY2605
 LY2605.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2605.GEOID18 height accuracy estimate available here.
 LY2605
 LY2605.Click photographs - Photos may exist for this station.
 LY2605
 LY2605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2605
 LY2605.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2605
 LY2605.The ellipsoidal height was determined by GPS observations
 LY2605.and is referenced to NAD 83.
 LY2605
 LY2605. The following values were computed from the NAD 83(2011) position.
 LY2605
 LY2605;                    North         East     Units Scale Factor Converg.
 LY2605;SPC NJ       -   276,255.473   136,490.145   MT  0.99990225   -0 06 23.6
 LY2605;SPC NJ       -   906,348.16    447,801.42   sFT  0.99990225   -0 06 23.6
 LY2605;SPC NY E     -   276,255.473   136,490.145   MT  0.99990225   -0 06 23.6
 LY2605;SPC NY E     -   906,348.16    447,801.42   sFT  0.99990225   -0 06 23.6
 LY2605;SPC PA N     -   132,852.790   858,529.772   MT  0.99995824   +2 02 35.7
 LY2605;SPC PA N     -   435,867.86  2,816,693.09   sFT  0.99995824   +2 02 35.7
 LY2605;UTM  18      - 4,574,496.995   528,340.028   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 NY E     -   0.99991916  x   0.99990225  =   0.99982141
 LY2605!SPC PA N     -   0.99991916  x   0.99995824  =   0.99987740
 LY2605!UTM  18      -   0.99991916  x   0.99960988  =   0.99952907
 LY2605
 LY2605:                Primary Azimuth Mark                     Grid Az
 LY2605:SPC NJ       -  HIGH POINT AZ MK                         033 39 19.2
 LY2605:SPC NY E     -  HIGH POINT AZ MK                         033 39 19.2
 LY2605:SPC PA N     -  HIGH POINT AZ MK                         031 30 19.9
 LY2605:UTM  18      -  HIGH POINT AZ MK                         033 19 30.7
 LY2605
 LY2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2834074496(NAD 83)
 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(2007)-  41 19 17.20851(N)    074 39 40.95373(W) AD(2002.00) 0
 LY2605  ELLIP H (02/10/07)  515.463  (m)                       GP(2002.00)    
 LY2605  ELLIP H (10/23/02)  515.446  (m)                       GP(       ) 4 1
 LY2605  NAD 83(1996)-  41 19 17.20847(N)    074 39 40.95373(W) AD(       ) 1
 LY2605  ELLIP H (05/14/99)  515.452  (m)                       GP(       ) 4 1
 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
 LY2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2605.See file dsdata.pdf to determine how the superseded data were derived.
 LY2605
 LY2605_MARKER: DR = REFERENCE MARK DISK
 LY2605_SETTING: 66 = SET 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     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 KV4886 ***********************************************************************
 KV4886  DESIGNATION -  HIGHLAND PARK JR HIGH SCH CUP
 KV4886  PID         -  KV4886
 KV4886  STATE/COUNTY-  NJ/MIDDLESEX
 KV4886  COUNTRY     -  US
 KV4886  USGS QUAD   -  PLAINFIELD (2019)
 KV4886
 KV4886                         *CURRENT SURVEY CONTROL
 KV4886  ______________________________________________________________________
 KV4886* NAD 83(1996) POSITION- 40 30 08.25599(N) 074 25 30.80241(W)   ADJUSTED
 KV4886  ______________________________________________________________________
 KV4886  GEOID HEIGHT    -        -32.875 (meters)                     GEOID18
 KV4886  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4886.GEOID18 height accuracy estimate available here.
 KV4886
 KV4886.Click photographs - Photos may exist for this station.
 KV4886
 KV4886.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4886
 KV4886. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4870183667(NAD 83)
 KV4886
 KV4886                          SUPERSEDED SURVEY CONTROL
 KV4886
 KV4886  NAD 83(1996)-  40 30 08.25589(N)    074 25 30.80382(W) AD(       ) 3
 KV4886  NAD 83(1986)-  40 30 08.25806(N)    074 25 30.80512(W) AD(       ) 3
 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
 KV4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4886.See file dsdata.pdf to determine how the superseded data were derived.
 KV4886
 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 = JULY 24, 2026 22:12:30 EDT
 KV5940 ***********************************************************************
 KV5940  DESIGNATION -  HIGHLANDS ATT MICROWAVE TOWER
 KV5940  PID         -  KV5940
 KV5940  STATE/COUNTY-  NJ/MONMOUTH
 KV5940  COUNTRY     -  US
 KV5940  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV5940
 KV5940                         *CURRENT SURVEY CONTROL
 KV5940  ______________________________________________________________________
 KV5940* NAD 83(1996) POSITION- 40 24 11.58937(N) 074 02 38.50801(W)   ADJUSTED
 KV5940  ______________________________________________________________________
 KV5940  GEOID HEIGHT    -        -32.472 (meters)                     GEOID18
 KV5940  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5940.GEOID18 height accuracy estimate available here.
 KV5940
 KV5940.Click photographs - Photos may exist for this station.
 KV5940
 KV5940.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5940
 KV5940. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8111972950(NAD 83)
 KV5940
 KV5940                          SUPERSEDED SURVEY CONTROL
 KV5940
 KV5940  NAD 83(1986)-  40 24 11.59955(N)    074 02 38.52123(W) AD(       ) 3
 KV5940
 KV5940.Superseded values are not recommended for survey control.
 KV5940
 KV5940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5940.See file dsdata.pdf to determine how the superseded data were derived.
 KV5940
 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 = JULY 24, 2026 22:12:30 EDT
 KU2819 ***********************************************************************
 KU2819  DESIGNATION -  HIGHLANDS SCHOOL
 KU2819  PID         -  KU2819
 KU2819  STATE/COUNTY-  NJ/MONMOUTH
 KU2819  COUNTRY     -  US
 KU2819  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2819
 KU2819                         *CURRENT SURVEY CONTROL
 KU2819  ______________________________________________________________________
 KU2819* NAD 83(1996) POSITION- 40 24 11.64340(N) 073 59 47.79626(W)   ADJUSTED
 KU2819  ______________________________________________________________________
 KU2819  GEOID HEIGHT    -        -32.557 (meters)                     GEOID18
 KU2819  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2819.GEOID18 height accuracy estimate available here.
 KU2819
 KU2819.Click photographs - Photos may exist for this station.
 KU2819
 KU2819.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2819
 KU2819. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8514372997(NAD 83)
 KU2819
 KU2819                          SUPERSEDED SURVEY CONTROL
 KU2819
 KU2819  NAD 83(1986)-  40 24 11.64347(N)    073 59 47.79572(W) AD(       ) 3
 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
 KU2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2819.See file dsdata.pdf to determine how the superseded data were derived.
 KU2819
 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 = JULY 24, 2026 22:12:30 EDT
 KV4020 ***********************************************************************
 KV4020  DESIGNATION -  HIGHWOOD 2 1867
 KV4020  PID         -  KV4020
 KV4020  STATE/COUNTY-  NJ/HUDSON
 KV4020  COUNTRY     -  US
 KV4020  USGS QUAD   -  WEEHAWKEN (2016)
 KV4020
 KV4020                         *CURRENT SURVEY CONTROL
 KV4020  ______________________________________________________________________
 KV4020* NAD 83(1996) POSITION- 40 46 12.63794(N) 074 01 00.65716(W)   ADJUSTED
 KV4020* NAVD 88 ORTHO HEIGHT -    52.    (meters)      171.    (feet) SCALED
 KV4020  ______________________________________________________________________
 KV4020  GEOID HEIGHT    -        -31.825 (meters)                     GEOID18
 KV4020  LAPLACE CORR    -          6.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4020.GEOID18 height accuracy estimate available here.
 KV4020
 KV4020.Click photographs - Photos may exist for this station.
 KV4020
 KV4020.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4020
 KV4020. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999689  x   0.99992047  =   0.99991736
 KV4020!SPC NY L     -   0.99999689  x   0.99999587  =   0.99999276
 KV4020!UTM  18      -   0.99999689  x   0.99968473  =   0.99968162
 KV4020
 KV4020:                Primary Azimuth Mark                     Grid Az
 KV4020:SPC NJ       -  PARK ROW BUILDING                        172 57 53.1
 KV4020:SPC NY L     -  PARK ROW BUILDING                        173 17 28.7
 KV4020:UTM  18      -  PARK ROW BUILDING                        172 38 17.6
 KV4020
 KV4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8297113709(NAD 83)
 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                   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  USBS        -  40 46 10.02000(N)    074 00 42.15000(W) AD(       ) 3
 KV4020  USSD        -  40 46 12.70000(N)    074 01 02.05800(W) AD(       ) 3
 KV4020
 KV4020.Superseded values are not recommended for survey control.
 KV4020
 KV4020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4020.See file dsdata.pdf to determine how the superseded data were derived.
 KV4020
 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 = JULY 24, 2026 22:12:30 EDT
 KV4023 ***********************************************************************
 KV4023  DESIGNATION -  HIGHWOOD 3
 KV4023  PID         -  KV4023
 KV4023  STATE/COUNTY-  NJ/HUDSON
 KV4023  COUNTRY     -  US
 KV4023  USGS QUAD   -  WEEHAWKEN (2016)
 KV4023
 KV4023                         *CURRENT SURVEY CONTROL
 KV4023  ______________________________________________________________________
 KV4023* NAD 83(2011) POSITION- 40 46 12.63641(N) 074 01 00.65162(W)   ADJUSTED
 KV4023* NAD 83(2011) ELLIP HT-    19.125 (meters)        (06/27/12)   ADJUSTED
 KV4023* NAD 83(2011) EPOCH   -  2010.00
 KV4023* NAVD 88 ORTHO HEIGHT -    51.0   (meters)      167.    (feet) GPS OBS
 KV4023  ______________________________________________________________________
 KV4023  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4023  GEOID HEIGHT    -        -31.825 (meters)                     GEOID18
 KV4023  NAD 83(2011) X  -  1,331,976.239 (meters)                     COMP
 KV4023  NAD 83(2011) Y  - -4,650,313.574 (meters)                     COMP
 KV4023  NAD 83(2011) Z  -  4,143,140.268 (meters)                     COMP
 KV4023  LAPLACE CORR    -          6.23  (seconds)                    DEFLEC18
 KV4023
 KV4023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4023  Standards:
 KV4023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4023  -------------------------------------------------------------------
 KV4023  NETWORK    0.46   0.76           0.17   0.20   0.39      0.01865150
 KV4023  -------------------------------------------------------------------
 KV4023  Click here for local accuracies and other accuracy information.
 KV4023
 KV4023.The horizontal coordinates were established by GPS observations
 KV4023.and adjusted by the National Geodetic Survey in June 2012.
 KV4023
 KV4023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4023.been affixed to the stable North American tectonic plate. See 
 KV4023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4023
 KV4023.The horizontal coordinates are valid at the epoch date displayed above
 KV4023.which is a decimal equivalence of Year/Month/Day.
 KV4023
 KV4023.The orthometric height was determined by GPS observations and a
 KV4023.high-resolution geoid model.
 KV4023
 KV4023.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4023.GEOID18 height accuracy estimate available here.
 KV4023
 KV4023.Click photographs - Photos may exist for this station.
 KV4023
 KV4023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4023
 KV4023.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4023
 KV4023.The ellipsoidal height was determined by GPS observations
 KV4023.and is referenced to NAD 83.
 KV4023
 KV4023. The following values were computed from the NAD 83(2011) position.
 KV4023
 KV4023;                    North         East     Units Scale Factor Converg.
 KV4023;SPC NJ       -   215,140.163   190,786.974   MT  0.99992047   +0 18 55.9
 KV4023;SPC NJ       -   705,839.02    625,940.26   sFT  0.99992047   +0 18 55.9
 KV4023;SPC NY E     -   215,140.163   190,786.974   MT  0.99992047   +0 18 55.9
 KV4023;SPC NY E     -   705,839.02    625,940.26   sFT  0.99992047   +0 18 55.9
 KV4023;SPC NY L     -    67,017.546   298,577.612   MT  0.99999587   -0 00 39.7
 KV4023;SPC NY L     -   219,873.40    979,583.38   sFT  0.99999587   -0 00 39.7
 KV4023;UTM  18      - 4,513,709.907   582,971.762   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 NYFD PIER WATCH TWR            146 41 06.4
 KV4023:SPC NY E     -  MANHATTAN NYFD PIER WATCH TWR            146 41 06.4
 KV4023:SPC NY L     -  MANHATTAN NYFD PIER WATCH TWR            147 00 42.0
 KV4023:UTM  18      -  MANHATTAN NYFD PIER WATCH TWR            146 21 30.9
 KV4023
 KV4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8297113709(NAD 83)
 KV4023
 KV4023|---------------------------------------------------------------------|
 KV4023| PID    Reference Object                     Distance      Geod. Az  |
 KV4023|                                                           dddmmss.s |
 KV4023| KU4021 MANHATTAN CARLYL HOTEL APT TWR      APPROX. 4.6 KM 0840230.2 |
 KV4023| KU3947 MANHATTAN INTERBORO PHSE W CHY      APPROX. 2.0 KM 0840713.3 |
 KV4023| KU3949 MANHATTAN INTERBORO PHSE E CHY      APPROX. 2.2 KM 0863615.7 |
 KV4023| KU4000 MANHATTAN NR SE CEN PK T BLDG       APPROX. 3.8 KM 0994921.4 |
 KV4023| KU3948 MANHATTAN MCGRAW HILL BLDG CHY      APPROX. 2.5 KM 1231852.7 |
 KV4023| KU3953 MANHATTAN HOTEL NEW YORKER          APPROX. 2.8 KM 1343716.1 |
 KV4023| KV4131 MANHATTAN NYFD PIER WATCH TWR       APPROX. 1.5 KM 1470002.3 |
 KV4023| KV4366 MANHATTAN 23 ST FERRY BLDG FP       APPROX. 2.4 KM 1651131.3 |
 KV4023| KV4365 MANHATTAN BELL TEL LAB FLAG         APPROX. 3.8 KM 1704321.5 |
 KV4023|---------------------------------------------------------------------|
 KV4023
 KV4023                          SUPERSEDED SURVEY CONTROL
 KV4023
 KV4023  NAD 83(2007)-  40 46 12.63659(N)    074 01 00.65241(W) AD(2002.00) 0
 KV4023  ELLIP H (02/10/07)   19.141  (m)                       GP(2002.00)    
 KV4023  ELLIP H (10/23/02)   19.145  (m)                       GP(       ) 4 1
 KV4023  NAD 83(1996)-  40 46 12.63687(N)    074 01 00.65294(W) AD(       ) 1
 KV4023  ELLIP H (05/14/99)   19.151  (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
 KV4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4023.See file dsdata.pdf to determine how the superseded data were derived.
 KV4023
 KV4023_MARKER: H = DRILL HOLE
 KV4023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV4023_SP_SET: SLAB
 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 - March 11, 2020
 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  HISTORY     - 20061012 GOOD             INDIV
 KV4023  HISTORY     - 20120111 GOOD             USACE
 KV4023  HISTORY     - 20160104 GOOD             JMT
 KV4023  HISTORY     - 20160318 GOOD             JMTMD
 KV4023  HISTORY     - 20200311 GOOD             NJGS
 KV4023  HISTORY     - 20210709 MARK NOT FOUND   NJGS
 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.
 KV4023
 KV4023                          STATION RECOVERY (2006)
 KV4023
 KV4023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LUD)
 KV4023'DESCRIPTION ADEQUATE
 KV4023
 KV4023                          STATION RECOVERY (2012)
 KV4023
 KV4023'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2012 (SR)
 KV4023'RECOVERED AS DESCRIBED.  THE ELEVATION OF THE MONUMENT IS 167.14
 KV4023'(NAVD88).  LOCATION CHECKED AND ELEVATION DERIVED FROM AVERAGE OF OPUS
 KV4023'OBSERVATIONS DONE BETWEEN 1/4/2012 TO 1/11/2012.
 KV4023
 KV4023                          STATION RECOVERY (2016)
 KV4023
 KV4023'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2016 (ES)
 KV4023'RECOVERED IN GOOD CONDITION.
 KV4023
 KV4023                          STATION RECOVERY (2016)
 KV4023
 KV4023'RECOVERY NOTE BY JMT ENGINEERING 2016 (EAS)
 KV4023'USED TO CHECK RTN(KEYNET)
 KV4023'N -0.08 E +0.13 EL.=167.25
 KV4023
 KV4023                          STATION RECOVERY (2020)
 KV4023
 KV4023'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 KV4023'RECOVERED IN GOOD CONDITION.
 KV4023
 KV4023                          STATION RECOVERY (2021)
 KV4023
 KV4023'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV4023'SPOKE WITH WEEHAWKEN CLERK WHO DID NOT PROVIDE HIS NAME IN REGARDS TO
 KV4023'SETTING UP AT THE WEEHAWKEN DUELING GROUNDS, A SMALL PEDESTRIAN
 KV4023'OVERLOOK WHERE THE MONUMENT IS SET IN THE SIDEWALK, HE SAID I NEEDED
 KV4023'TO SPEAK WITH WEEHAWKEN MANAGER GIO AHMAD, LEFT A MESSAGE WITH A WOMAN
 KV4023'AT HIS OFFICE, NEVER HEARD BACK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4114 ***********************************************************************
 KV4114  DESIGNATION -  HILL
 KV4114  PID         -  KV4114
 KV4114  STATE/COUNTY-  NJ/HUDSON
 KV4114  COUNTRY     -  US
 KV4114  USGS QUAD   -  WEEHAWKEN (2016)
 KV4114
 KV4114                         *CURRENT SURVEY CONTROL
 KV4114  ______________________________________________________________________
 KV4114* NAD 83(1996) POSITION- 40 45 29.62130(N) 074 05 06.41723(W)   ADJUSTED
 KV4114* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV4114  ______________________________________________________________________
 KV4114  GEOID HEIGHT    -        -32.056 (meters)                     GEOID18
 KV4114  LAPLACE CORR    -          6.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4114.GEOID18 height accuracy estimate available here.
 KV4114
 KV4114.Click photographs - Photos may exist for this station.
 KV4114
 KV4114.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4114
 KV4114. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000477  x   0.99991510  =   0.99991987
 KV4114!SPC NY L     -   1.00000477  x   0.99999618  =   1.00000095
 KV4114!UTM  18      -   1.00000477  x   0.99967340  =   0.99967817
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7722412321(NAD 83)
 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  USSD        -  40 45 29.64800(N)    074 05 07.80000(W) AD(       ) 3
 KV4114
 KV4114.Superseded values are not recommended for survey control.
 KV4114
 KV4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4114.See file dsdata.pdf to determine how the superseded data were derived.
 KV4114
 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 = JULY 24, 2026 22:12:30 EDT
 KV5143 ***********************************************************************
 KV5143  DESIGNATION -  HILL
 KV5143  PID         -  KV5143
 KV5143  STATE/COUNTY-  NJ/MONMOUTH
 KV5143  COUNTRY     -  US
 KV5143  USGS QUAD   -  ASBURY PARK (2019)
 KV5143
 KV5143                         *CURRENT SURVEY CONTROL
 KV5143  ______________________________________________________________________
 KV5143* NAD 83(1996) POSITION- 40 11 56.63527(N) 074 02 59.12371(W)   ADJUSTED
 KV5143* NAVD 88 ORTHO HEIGHT -    33.    (meters)      108.    (feet) SCALED
 KV5143  ______________________________________________________________________
 KV5143  GEOID HEIGHT    -        -32.825 (meters)                     GEOID18
 KV5143  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5143.GEOID18 height accuracy estimate available here.
 KV5143
 KV5143.Click photographs - Photos may exist for this station.
 KV5143
 KV5143.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5143
 KV5143. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000003  x   0.99991808  =   0.99991811
 KV5143!UTM  18      -   1.00000003  x   0.99968052  =   0.99968055
 KV5143
 KV5143:                Primary Azimuth Mark                     Grid Az
 KV5143:SPC NJ       -  ELECTRIC                                 058 59 04.1
 KV5143:UTM  18      -  ELECTRIC                                 058 39 42.2
 KV5143
 KV5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8087750284(NAD 83)
 KV5143
 KV5143|---------------------------------------------------------------------|
 KV5143| PID    Reference Object                     Distance      Geod. Az  |
 KV5143|                                                           dddmmss.s |
 KV5143| KV5137 MONUMENT                            APPROX. 1.8 KM 0164436.8 |
 KV5143| KV5139 GREEN                               APPROX. 1.3 KM 0370014.1 |
 KV5143| KV5122 ALLENHURST TANK                     APPROX. 5.4 KM 0412856.7 |
 KV5143| KU2748 MONTEREY HOTEL                      APPROX. 5.3 KM 0545133.9 |
 KV5143| KV5135 ELECTRIC                            APPROX. 3.9 KM 0591630.3 |
 KV5143| KV5191 WEST GROVE STANDPIPE                APPROX. 2.2 KM 0595743.9 |
 KV5143| KV5142 BELMAR SILVER TANK                  APPROX. 2.5 KM 0825335.1 |
 KV5143| KV5145 AVON WATER TANK                     APPROX. 2.4 KM 1040112.5 |
 KV5143| KV5201 SCHOOL                              APPROX. 2.6 KM 1115431.3 |
 KV5143| KV5151 CROSS                               APPROX. 3.0 KM 1295211.6 |
 KV5143| KV5155 BELMAR STANDPIPE                    APPROX. 3.0 KM 1434710.0 |
 KV5143| KV5158 BELMAR STACK                        APPROX. 3.1 KM 1463409.6 |
 KV5143| KV5157 BELMAR TANK                         APPROX. 3.1 KM 1463721.9 |
 KV5143| KV5156 BELMAR GAS TANK                     APPROX. 3.0 KM 1473358.7 |
 KV5143| KV5148 HOTEL                               APPROX. 1.6 KM 1491031.1 |
 KV5143| KV5159 COMO                                APPROX. 5.4 KM 1535444.2 |
 KV5143| KV5187 SPRING LAKE PUMPING STATION TK      APPROX. 6.0 KM 1684615.3 |
 KV5143| KV5185 SPRING LAKE HEIGHTS TANK            APPROX. 6.0 KM 1691809.8 |
 KV5143| CB5174 HILL RM 1                            13.031 METERS 23207     |
 KV5143| KV5133 CLUB TANK                           APPROX. 3.4 KM 3064103.4 |
 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
 KV5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5143.See file dsdata.pdf to determine how the superseded data were derived.
 KV5143
 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 = JULY 24, 2026 22:12:30 EDT
 DI3361 ***********************************************************************
 DI3361  DESIGNATION -  HILL
 DI3361  PID         -  DI3361
 DI3361  STATE/COUNTY-  NJ/CAMDEN
 DI3361  COUNTRY     -  US
 DI3361  USGS QUAD   -  CAMDEN (2019)
 DI3361
 DI3361                         *CURRENT SURVEY CONTROL
 DI3361  ______________________________________________________________________
 DI3361* NAD 83(1986) POSITION- 39 55 49.61   (N) 075 03 11.45   (W)   HD_HELD1
 DI3361* NAVD 88 ORTHO HEIGHT -     4.776 (meters)       15.67  (feet) ADJUSTED
 DI3361  ______________________________________________________________________
 DI3361  GEOID HEIGHT    -        -32.830 (meters)                     GEOID18
 DI3361  DYNAMIC HEIGHT  -          4.774 (meters)       15.66  (feet) COMP
 DI3361  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 DI3361
 DI3361  VERT ORDER      -  FIRST     CLASS II
 DI3361
 DI3361.The horizontal coordinates were determined by differentially corrected
 DI3361.hand held GPS observations or other comparable positioning techniques
 DI3361.and have an estimated accuracy of +/- 3 meters.
 DI3361
 DI3361.The orthometric height was determined by differential leveling and
 DI3361.adjusted by the NATIONAL GEODETIC SURVEY
 DI3361.in June 2007.
 DI3361
 DI3361.No vertical observational check was made to the station.
 DI3361
 DI3361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3361.GEOID18 height accuracy estimate available here.
 DI3361
 DI3361.Click photographs - Photos may exist for this station.
 DI3361
 DI3361.The dynamic height is computed by dividing the NAVD 88
 DI3361.geopotential number by the normal gravity value computed on the
 DI3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3361.degrees latitude (g = 980.6199 gals.).
 DI3361
 DI3361.The modeled gravity was interpolated from observed gravity values.
 DI3361
 DI3361;                    North         East    Units  Estimated Accuracy
 DI3361;SPC NJ       -   121,939.0     102,718.5     MT  (+/- 3 meters HH1 GPS) 
 DI3361
 DI3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9545520038(NAD 83)
 DI3361
 DI3361                          SUPERSEDED SURVEY CONTROL
 DI3361
 DI3361.No superseded survey control is available for this station.
 DI3361
 DI3361_MARKER: DD = SURVEY DISK
 DI3361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3361_STAMPING: HILL 2002
 DI3361_MARK LOGO: NJGS
 DI3361_PROJECTION: FLUSH
 DI3361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3361+STABILITY: SURFACE MOTION
 DI3361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3361+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 DI3361
 DI3361  HISTORY     - Date     Condition        Report By
 DI3361  HISTORY     - 2002     MONUMENTED       NJGS
 DI3361  HISTORY     - 20030606 GOOD             NJGS
 DI3361  HISTORY     - 20080601 GOOD             UE
 DI3361  HISTORY     - 20120817 GOOD             INDIV
 DI3361
 DI3361                          STATION DESCRIPTION
 DI3361
 DI3361'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3361'THE STATION IS LOCATED IN CHERRY HILL TOWNSHIP, AT THE CHERRY HILL
 DI3361'EXECUTIVE CAMPUS  OFFICE COMPLEX.
 DI3361'
 DI3361'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 70 AND
 DI3361'INTERSTATE I-295 AT EXIT 34,  GO WEST ON ROUTE 70 FOR 3.9 MI (6.28 KM)
 DI3361'TO THE EXIT RAMP FOR CUTHBERT BOULEVARD NORTH  ON THE RIGHT, GO 0.1 MI
 DI3361'(0.16 KM) UP THE RAMP TO THE FIRST DRIVEWAY/ROAD ON THE RIGHT, TURN
 DI3361'RIGHT AND GO 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT, SET IN THE
 DI3361'LAWN ON THE NORTHWEST  SIDE OF THE EXIT ONLY DRIVE FROM A PARKING LOT.
 DI3361'THE STATION IS 2.4 M (7.9 FT) WEST OF A SIGN WITH A STOP ON ONE SIDE
 DI3361'AND A DO NOT ENTER ON  THE OTHER, 9.1 M (29.5 FT) NORTH OF A SIGN FOR
 DI3361'KING AVENUE, LEFT ARROW/CUTHBERT  BOULEVARD LEFT ARROW, 29.3 M (96.1
 DI3361'FT) NORTHWEST OF A SQUARE WOODEN LIGHT POLE NUMBER  11154, 25.0 M
 DI3361'(82.0 FT) NORTHEAST FROM THE NORTHEAST END OF A METAL GUIDE RAIL ON
 DI3361'THE  NORTHWEST SIDE OF THE ENTRANCE DRIVE.
 DI3361
 DI3361                          STATION RECOVERY (2008)
 DI3361
 DI3361'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 DI3361'RECOVERED IN GOOD CONDITION.
 DI3361
 DI3361                          STATION RECOVERY (2012)
 DI3361
 DI3361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DJM)
 DI3361'2003 DESCRIPTION MENTIONS MONUMENT IS 2.9 FT WEST OF A SIGN WITH A
 DI3361'STOP
 DI3361'ON ONE SIDE AND DO NOT ENTER ON THE OTHER. THAT SIGN IS NOW ON THE
 DI3361'OPPOSITE SIDE OF THE DRIVEWAY. THERE IS ALSO NO SIGN FOR KING AVENUE
 DI3361'IN
 DI3361'THE AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2623 ***********************************************************************
 JU2623  DESIGNATION -  HILL 1951
 JU2623  PID         -  JU2623
 JU2623  STATE/COUNTY-  NJ/OCEAN
 JU2623  COUNTRY     -  US
 JU2623  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2623
 JU2623                         *CURRENT SURVEY CONTROL
 JU2623  ______________________________________________________________________
 JU2623* NAD 83(1996) POSITION- 39 50 24.01181(N) 074 05 14.33447(W)   ADJUSTED
 JU2623* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 JU2623  ______________________________________________________________________
 JU2623  GEOID HEIGHT    -        -33.184 (meters)                     GEOID18
 JU2623  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2623.GEOID18 height accuracy estimate available here.
 JU2623
 JU2623.Click photographs - Photos may exist for this station.
 JU2623
 JU2623.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2623
 JU2623. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000449  x   0.99991535  =   0.99991984
 JU2623!UTM  18      -   1.00000449  x   0.99967507  =   0.99967956
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7808810397(NAD 83)
 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
 JU2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2623.See file dsdata.pdf to determine how the superseded data were derived.
 JU2623
 JU2623_MARKER: DT = TOPOGRAPHIC STATION DISK
 JU2623_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV6852 ***********************************************************************
 KV6852  DESIGNATION -  HILLSDALE 1
 KV6852  PID         -  KV6852
 KV6852  STATE/COUNTY-  NJ/BERGEN
 KV6852  COUNTRY     -  US
 KV6852  USGS QUAD   -  HACKENSACK (2019)
 KV6852
 KV6852                         *CURRENT SURVEY CONTROL
 KV6852  ______________________________________________________________________
 KV6852* NAD 83(2011) POSITION- 40 59 55.60871(N) 074 04 18.97456(W)   ADJUSTED
 KV6852* NAD 83(2011) ELLIP HT-     8.738 (meters)        (06/27/12)   ADJUSTED
 KV6852* NAD 83(2011) EPOCH   -  2010.00
 KV6852* NAVD 88 ORTHO HEIGHT -    40.6   (meters)      133.    (feet) GPS OBS
 KV6852  ______________________________________________________________________
 KV6852  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6852  GEOID HEIGHT    -        -32.120 (meters)                     GEOID90
 KV6852  GEOID HEIGHT    -        -31.885 (meters)                     GEOID18
 KV6852  NAD 83(2011) X  -  1,322,942.112 (meters)                     COMP
 KV6852  NAD 83(2011) Y  - -4,635,605.928 (meters)                     COMP
 KV6852  NAD 83(2011) Z  -  4,162,326.696 (meters)                     COMP
 KV6852  LAPLACE CORR    -          6.23  (seconds)                    DEFLEC18
 KV6852
 KV6852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6852  Standards:
 KV6852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6852  -------------------------------------------------------------------
 KV6852  NETWORK    0.55   0.96           0.22   0.23   0.49     -0.04607537
 KV6852  -------------------------------------------------------------------
 KV6852  Click here for local accuracies and other accuracy information.
 KV6852
 KV6852.The horizontal coordinates were established by GPS observations
 KV6852.and adjusted by the National Geodetic Survey in June 2012.
 KV6852
 KV6852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6852.been affixed to the stable North American tectonic plate. See 
 KV6852.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6852
 KV6852.The horizontal coordinates are valid at the epoch date displayed above
 KV6852.which is a decimal equivalence of Year/Month/Day.
 KV6852
 KV6852.The orthometric height was determined by GPS observations and a
 KV6852.high-resolution geoid model.
 KV6852
 KV6852.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6852.GEOID18 height accuracy estimate available here.
 KV6852
 KV6852.Click photographs - Photos may exist for this station.
 KV6852
 KV6852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6852
 KV6852.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6852
 KV6852.The ellipsoidal height was determined by GPS observations
 KV6852.and is referenced to NAD 83.
 KV6852
 KV6852. The following values were computed from the NAD 83(2011) position.
 KV6852
 KV6852;                    North         East     Units Scale Factor Converg.
 KV6852;SPC NJ       -   240,500.370   186,012.238   MT  0.99991596   +0 16 51.0
 KV6852;SPC NJ       -   789,041.63    610,275.15   sFT  0.99991596   +0 16 51.0
 KV6852;UTM  18      - 4,539,036.386   578,053.409   MT  0.99967498   +0 36 32.0
 KV6852
 KV6852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6852!SPC NJ       -   0.99999863  x   0.99991596  =   0.99991459
 KV6852!UTM  18      -   0.99999863  x   0.99967498  =   0.99967361
 KV6852
 KV6852:                Primary Azimuth Mark                     Grid Az
 KV6852:SPC NJ       -  HILLSDALE 2                              013 27 47.4
 KV6852:UTM  18      -  HILLSDALE 2                              013 08 06.4
 KV6852
 KV6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7805339036(NAD 83)
 KV6852
 KV6852|---------------------------------------------------------------------|
 KV6852| PID    Reference Object                     Distance      Geod. Az  |
 KV6852|                                                           dddmmss.s |
 KV6852| LY2905 HILLSDALE 2                         APPROX. 0.5 KM 0134438.4 |
 KV6852|---------------------------------------------------------------------|
 KV6852
 KV6852                          SUPERSEDED SURVEY CONTROL
 KV6852
 KV6852  NAD 83(2007)-  40 59 55.60885(N)    074 04 18.97543(W) AD(2002.00) 0
 KV6852  ELLIP H (02/10/07)    8.760  (m)                       GP(2002.00)    
 KV6852  ELLIP H (10/23/02)    8.766  (m)                       GP(       ) 4 1
 KV6852  NAD 83(1996)-  40 59 55.60893(N)    074 04 18.97639(W) AD(       ) 1
 KV6852  ELLIP H (05/14/99)    8.777  (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
 KV6852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6852.See file dsdata.pdf to determine how the superseded data were derived.
 KV6852
 KV6852_MARKER: DD = SURVEY DISK
 KV6852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6852_SP_SET: SOUTH BRIDGE SIDEWALK
 KV6852_STAMPING: HILLSDALE 1 1991
 KV6852_MARK LOGO: NJHA
 KV6852_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6852+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 KV6852
 KV6852  HISTORY     - Date     Condition        Report By
 KV6852  HISTORY     - 1991     MONUMENTED       NJDT
 KV6852  HISTORY     - 19920422 GOOD             NJGS
 KV6852  HISTORY     - 20200414 GOOD             NJGS
 KV6852  HISTORY     - 20220811 GOOD             BOSWEL
 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.
 KV6852
 KV6852                          STATION RECOVERY (2020)
 KV6852
 KV6852'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV6852'RECOVERED IN GOOD CONDITION.
 KV6852
 KV6852                          STATION RECOVERY (2022)
 KV6852
 KV6852'RECOVERY NOTE BY BOSWELL ENGINEERING 2022 (RRR)
 KV6852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2906 ***********************************************************************
 LY2906  DESIGNATION -  HILLSDALE PSEG 1
 LY2906  PID         -  LY2906
 LY2906  STATE/COUNTY-  NJ/BERGEN
 LY2906  COUNTRY     -  US
 LY2906  USGS QUAD   -  PARK RIDGE (2019)
 LY2906
 LY2906                         *CURRENT SURVEY CONTROL
 LY2906  ______________________________________________________________________
 LY2906* NAD 83(2011) POSITION- 41 00 26.91126(N) 074 02 46.53706(W)   ADJUSTED
 LY2906* NAD 83(2011) ELLIP HT-   -12.625 (meters)        (06/27/12)   ADJUSTED
 LY2906* NAD 83(2011) EPOCH   -  2010.00
 LY2906* NAVD 88 ORTHO HEIGHT -    19.2   (meters)       63.    (feet) GPS OBS
 LY2906  ______________________________________________________________________
 LY2906  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2906  GEOID HEIGHT    -        -32.050 (meters)                     GEOID90
 LY2906  GEOID HEIGHT    -        -31.795 (meters)                     GEOID18
 LY2906  NAD 83(2011) X  -  1,324,840.854 (meters)                     COMP
 LY2906  NAD 83(2011) Y  - -4,634,387.937 (meters)                     COMP
 LY2906  NAD 83(2011) Z  -  4,163,041.416 (meters)                     COMP
 LY2906  LAPLACE CORR    -          6.57  (seconds)                    DEFLEC18
 LY2906
 LY2906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2906  Standards:
 LY2906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2906  -------------------------------------------------------------------
 LY2906  NETWORK    0.60   1.10           0.25   0.24   0.56     -0.03134117
 LY2906  -------------------------------------------------------------------
 LY2906  Click here for local accuracies and other accuracy information.
 LY2906
 LY2906.The horizontal coordinates were established by GPS observations
 LY2906.and adjusted by the National Geodetic Survey in June 2012.
 LY2906
 LY2906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2906.been affixed to the stable North American tectonic plate. See 
 LY2906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2906
 LY2906.The horizontal coordinates are valid at the epoch date displayed above
 LY2906.which is a decimal equivalence of Year/Month/Day.
 LY2906
 LY2906.The orthometric height was determined by GPS observations and a
 LY2906.high-resolution geoid model.
 LY2906
 LY2906.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2906.GEOID18 height accuracy estimate available here.
 LY2906
 LY2906.Click photographs - Photos may exist for this station.
 LY2906
 LY2906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2906
 LY2906.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2906
 LY2906.The ellipsoidal height was determined by GPS observations
 LY2906.and is referenced to NAD 83.
 LY2906
 LY2906. The following values were computed from the NAD 83(2011) position.
 LY2906
 LY2906;                    North         East     Units Scale Factor Converg.
 LY2906;SPC NJ       -   241,476.814   188,167.400   MT  0.99991792   +0 17 51.8
 LY2906;SPC NJ       -   792,245.18    617,345.88   sFT  0.99991792   +0 17 51.8
 LY2906;SPC NY E     -   241,476.814   188,167.400   MT  0.99991792   +0 17 51.8
 LY2906;SPC NY E     -   792,245.18    617,345.88   sFT  0.99991792   +0 17 51.8
 LY2906;UTM  18      - 4,540,024.918   580,202.429   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8020240024(NAD 83)
 LY2906
 LY2906                          SUPERSEDED SURVEY CONTROL
 LY2906
 LY2906  NAD 83(2007)-  41 00 26.91140(N)    074 02 46.53794(W) AD(2002.00) 0
 LY2906  ELLIP H (02/10/07)  -12.604  (m)                       GP(2002.00)    
 LY2906  ELLIP H (10/23/02)  -12.598  (m)                       GP(       ) 4 1
 LY2906  NAD 83(1996)-  41 00 26.91147(N)    074 02 46.53886(W) AD(       ) 1
 LY2906  ELLIP H (05/14/99)  -12.587  (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
 LY2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2906.See file dsdata.pdf to determine how the superseded data were derived.
 LY2906
 LY2906_MARKER: DD = SURVEY DISK
 LY2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20140806 MARK NOT FOUND   INDIV
 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.
 LY2906
 LY2906                          STATION RECOVERY (2014)
 LY2906
 LY2906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 LY2906'MARK NOT FOUND. THIS MARK SEEMS TO HAVE BEEN DUG UP AND DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4047 ***********************************************************************
 KV4047  DESIGNATION -  HILLSIDE
 KV4047  PID         -  KV4047
 KV4047  STATE/COUNTY-  NJ/BERGEN
 KV4047  COUNTRY     -  US
 KV4047  USGS QUAD   -  WEEHAWKEN (2016)
 KV4047
 KV4047                         *CURRENT SURVEY CONTROL
 KV4047  ______________________________________________________________________
 KV4047* NAD 83(2011) POSITION- 40 48 32.17761(N) 074 06 37.71227(W)   ADJUSTED
 KV4047* NAD 83(2011) ELLIP HT-     4.346 (meters)        (06/27/12)   ADJUSTED
 KV4047* NAD 83(2011) EPOCH   -  2010.00
 KV4047* NAVD 88 ORTHO HEIGHT -    36.5   (meters)      120.    (feet) GPS OBS
 KV4047  ______________________________________________________________________
 KV4047  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4047  GEOID HEIGHT    -        -32.120 (meters)                     GEOID18
 KV4047  NAD 83(2011) X  -  1,323,602.362 (meters)                     COMP
 KV4047  NAD 83(2011) Y  - -4,649,768.621 (meters)                     COMP
 KV4047  NAD 83(2011) Z  -  4,146,389.581 (meters)                     COMP
 KV4047  LAPLACE CORR    -          6.47  (seconds)                    DEFLEC18
 KV4047
 KV4047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4047  Standards:
 KV4047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4047  -------------------------------------------------------------------
 KV4047  NETWORK    0.46   0.74           0.17   0.20   0.38      0.04198297
 KV4047  -------------------------------------------------------------------
 KV4047  Click here for local accuracies and other accuracy information.
 KV4047
 KV4047.The horizontal coordinates were established by GPS observations
 KV4047.and adjusted by the National Geodetic Survey in June 2012.
 KV4047
 KV4047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4047.been affixed to the stable North American tectonic plate. See 
 KV4047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4047
 KV4047.The horizontal coordinates are valid at the epoch date displayed above
 KV4047.which is a decimal equivalence of Year/Month/Day.
 KV4047
 KV4047.The orthometric height was determined by GPS observations and a
 KV4047.high-resolution geoid model.
 KV4047
 KV4047.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4047.GEOID18 height accuracy estimate available here.
 KV4047
 KV4047.Click photographs - Photos may exist for this station.
 KV4047
 KV4047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4047
 KV4047.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4047
 KV4047.The ellipsoidal height was determined by GPS observations
 KV4047.and is referenced to NAD 83.
 KV4047
 KV4047. The following values were computed from the NAD 83(2011) position.
 KV4047
 KV4047;                    North         East     Units Scale Factor Converg.
 KV4047;SPC NJ       -   219,404.891   182,863.910   MT  0.99991329   +0 15 16.5
 KV4047;SPC NJ       -   719,830.88    599,946.01   sFT  0.99991329   +0 15 16.5
 KV4047;UTM  18      - 4,517,928.381   575,026.418   MT  0.99966928   +0 34 52.9
 KV4047
 KV4047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4047!SPC NJ       -   0.99999932  x   0.99991329  =   0.99991261
 KV4047!UTM  18      -   0.99999932  x   0.99966928  =   0.99966860
 KV4047
 KV4047:                Primary Azimuth Mark                     Grid Az
 KV4047:SPC NJ       -  LINC                                     219 41 06.0
 KV4047:UTM  18      -  LINC                                     219 21 29.6
 KV4047
 KV4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7502617928(NAD 83)
 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 1222858.2 |
 KV4047| CB5178 HILLSIDE RM 3                         8.289 METERS 12711     |
 KV4047| KV4165 LINC                                APPROX. 2.9 KM 2195622.5 |
 KV4047| CB5176 HILLSIDE RM 1                         7.931 METERS 30713     |
 KV4047|---------------------------------------------------------------------|
 KV4047
 KV4047                          SUPERSEDED SURVEY CONTROL
 KV4047
 KV4047  NAD 83(2007)-  40 48 32.17780(N)    074 06 37.71305(W) AD(2002.00) 0
 KV4047  ELLIP H (02/10/07)    4.363  (m)                       GP(2002.00)    
 KV4047  ELLIP H (10/23/02)    4.366  (m)                       GP(       ) 4 1
 KV4047  NAD 83(1996)-  40 48 32.17804(N)    074 06 37.71356(W) AD(       ) 1
 KV4047  ELLIP H (05/14/99)    4.373  (m)                       GP(       ) 4 1
 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)  RAPSU86  model used  GPS OBS        
 KV4047
 KV4047.Superseded values are not recommended for survey control.
 KV4047
 KV4047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4047.See file dsdata.pdf to determine how the superseded data were derived.
 KV4047
 KV4047_MARKER: DS = TRIANGULATION STATION DISK
 KV4047_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV4047_SP_SET: 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  HISTORY     - 20240425 GOOD             AAAS
 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 INTERSECTION
 KV4047'OF ORIENT WAY AND NEW YORK AVENUE, IN THE NEW MOUNT ZION JEWISH
 KV4047'CEMETERY.  IT IS LOCATED IN THE S CURB OF A CONCRETE ROAD RUNNING E
 KV4047'THROUGH THE CEMETERY FROM ORIENT WAY (112 METERS FROM THE CENTER LINE
 KV4047'OF ORIENT WAY).
 KV4047'
 KV4047'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4047'STAMPED HILLSIDE-1933 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH THE
 KV4047'CONCRETE CURB.
 KV4047'
 KV4047'THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SIMILARLY
 KV4047'PLACED.  NO.1 IN THE CURB TO THE W.  NO.2 IN THE CURB ACROSS THE
 KV4047'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 SET-UPS
 KV4047'ON THE CONCRETE AND HARD EARTH.  A 12-FOOT OBSERVING TOWER IS
 KV4047'NECESSARY TO OBTAIN CLEARANCE TO SOUTHERLY AND 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.  THE STATION AND ALL THREE
 KV4047'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  IT APPEARS THAT
 KV4047'THERE HAS BEEN MOVEMENT AT THE STATION SITE,  PROBABLY OVER A LARGE
 KV4047'AREA.  THE DISTANCE TO REFERENCE MARK NUMBER 3 IS LONGER BY 0.082
 KV4047'METERS ALTHOUGH THE CHECKED BY 30 SECONDS.  THERE IS A LARGE, ABOUT
 KV4047'0.08 METER WIDE CRACK, RUNNING CROSSWAYS BETWEEN THE STATION AND
 KV4047'REFERENCE NO 3.  THE ANGLE TO REFERENCE MARK NO 2 DID NOT CHECK BY 12
 KV4047'MINUTES.  IT IS THOUGHT THAT THE GROUND HEAVED AT THE SITE.
 KV4047'
 KV4047'THE STATION IS LOCATED IN THE LYNDHURST TOWNSHIP ABOUT 2.0 KM
 KV4047'(1.25 MI) EAST OF THE PASSAIC RIVER AND 6.1 KM (3.8 MI) WEST FROM THE
 KV4047'NEW JERSEY TURNPIKE IN THE NEW MOUNT ZION JEWISH CEMETERY, A SECTION
 KV4047'OF A LARGER CEMETERY.
 KV4047'
 KV4047'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17, RUTHERFORD
 KV4047'AVENUE, AND ORIENT WAY, GO SOUTH ON ORIENT WAY FOR 0.48 KM (0.3 MI) TO
 KV4047'SECOND AVENUE ON THE RIGHT.  TURN LEFT AND UPHILL FOR ABOUT 112 METERS
 KV4047'INTO THE CEMETERY AND THE STATION ON THE RIGHT.
 KV4047'
 KV4047'THE STATION IS A STANDARD CGS DISK STAMPED ---HILLSIDE 1933---, SET
 KV4047'INTO THE NORTH CONCRETE CURB OF THE CONCRETE DRIVE, 0.425 METERS
 KV4047'(1.4 FT) NORTHEAST FROM THE NORTHWEST EDGE OF A 10 CM SQUARE MONUMENT
 KV4047'FOR MOSES FERNBACH AND SARA T STERN AND 0.433 METERS (1.4 FT)
 KV4047'NORTHWEST FROM THE NORTHEAST EDGE OF THE MONUMENT.
 KV4047'
 KV4047'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED ---NO 1---, SET
 KV4047'INTO A DRILL HOLE IN THE SOUTH CURB, 2.90 METERS (0.9 FT)
 KV4047'EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF A STONE SLAB ABUTTING THE
 KV4047'CURB, 3.95 METERS (12.9 FT) NORTH FROM THE SOUTHWEST EDGE OF JOHN J
 KV4047'MILLER STONE, 6.815 METERS (22.4 FT) SOUTH-SOUTHEAST FROM THE
 KV4047'SOUTHWEST EDGE OF A STONE FENCE CORNER.  MARK IS LEVEL WITH THE
 KV4047'STATION.
 KV4047'
 KV4047'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED ---NO 2---, SET
 KV4047'INTO A DRILL HOLE ON THE NORTH CURB OF THE DRIVE, 0.959 METERS
 KV4047'(3.1 FT) SOUTHWEST FROM THE SOUTHEAST END OF A LONG FLAT STONE MARKED
 KV4047'IND EAST RIVER BEN ASSN INC AND 1.295 METERS (4.25 FT) SOUTH SOUTHEAST
 KV4047'OF THE SOUTHWEST END.  MARK IS LEVEL WITH THE STATION.
 KV4047'
 KV4047'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED ---NO 3---, SET
 KV4047'INTO A DRILL HOLE IN THE SOUTH CURBING.  1.63 METERS (5.45 FT)
 KV4047'NORTHWEST FROM THE NORTHEAST EDGE OF A LONG FLAT STONE CARVED PROG
 KV4047'KESSOWER BEN SOCIETY, 1.75 METERS (5.7 FT) NORTHEAST FROM THE
 KV4047'NORTHWEST END OF THE STONE AND 5.975 METERS (19.6 FT) SOUTH FROM THE
 KV4047'SOUTHWEST CORNER OF THE CHARLES I WEISS GRAVESTONE.  MARK IS 0.01
 KV4047'METERS BELOW THE STATION.
 KV4047'
 KV4047'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.  THE EMPIRE STATE
 KV4047'BUILDING WAS UTILIZED HERE.  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.
 KV4047
 KV4047                          STATION RECOVERY (2024)
 KV4047
 KV4047'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV4047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0273 ***********************************************************************
 KV0273  DESIGNATION -  HK 1
 KV0273  PID         -  KV0273
 KV0273  STATE/COUNTY-  NJ/HUDSON
 KV0273  COUNTRY     -  US
 KV0273  USGS QUAD   -  JERSEY CITY (2019)
 KV0273
 KV0273                         *CURRENT SURVEY CONTROL
 KV0273  ______________________________________________________________________
 KV0273* NAD 83(1986) POSITION- 40 43 35.     (N) 074 05 48.     (W)   SCALED
 KV0273* NAVD 88 ORTHO HEIGHT -    10.644 (meters)       34.92  (feet) ADJUSTED
 KV0273  ______________________________________________________________________
 KV0273  GEOID HEIGHT    -        -32.099 (meters)                     GEOID18
 KV0273  DYNAMIC HEIGHT  -         10.639 (meters)       34.90  (feet) COMP
 KV0273  MODELED GRAVITY -    980,237.4   (mgal)                       NAVD 88
 KV0273
 KV0273  VERT ORDER      -  FIRST     CLASS I
 KV0273
 KV0273.The horizontal coordinates were scaled from a map and have
 KV0273.an estimated accuracy of +/- 6 seconds.
 KV0273
 KV0273.The orthometric height was determined by differential leveling and
 KV0273.adjusted by the NATIONAL GEODETIC SURVEY
 KV0273.in June 1991.
 KV0273
 KV0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0273.GEOID18 height accuracy estimate available here.
 KV0273
 KV0273.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL762087(NAD 83)
 KV0273
 KV0273                          SUPERSEDED SURVEY CONTROL
 KV0273
 KV0273  NGVD 29 (04/16/92)   10.991  (m)           36.06   (f) ADJUSTED    1 1
 KV0273  NGVD 29 (??/??/87)   10.991  (m)           36.06   (f) SUPERSEDED  1 1
 KV0273
 KV0273.Superseded values are not recommended for survey control.
 KV0273
 KV0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0273.See file dsdata.pdf to determine how the superseded data were derived.
 KV0273
 KV0273_MARKER: DD = SURVEY DISK
 KV0273_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0273_SP_SET: SIDEWALK
 KV0273_STAMPING: US HL MON HK 1 1963 NY DIST C OF E
 KV0273_MARK LOGO: USACE
 KV0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0273+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2016
 KV0273
 KV0273  HISTORY     - Date     Condition        Report By
 KV0273  HISTORY     - 1963     MONUMENTED       USACE
 KV0273  HISTORY     - 1965     GOOD             CGS
 KV0273  HISTORY     - 20060310 GOOD             INDIV
 KV0273  HISTORY     - 20161128 GOOD             PBCONS
 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.
 KV0273
 KV0273                          STATION RECOVERY (2006)
 KV0273
 KV0273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AEG)
 KV0273'RECOVERED IN GOOD CONDITION.
 KV0273
 KV0273                          STATION RECOVERY (2016)
 KV0273
 KV0273'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2016 (MJB)
 KV0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0286 ***********************************************************************
 KV0286  DESIGNATION -  HK 100
 KV0286  PID         -  KV0286
 KV0286  STATE/COUNTY-  NJ/HUDSON
 KV0286  COUNTRY     -  US
 KV0286  USGS QUAD   -  JERSEY CITY (2019)
 KV0286
 KV0286                         *CURRENT SURVEY CONTROL
 KV0286  ______________________________________________________________________
 KV0286* NAD 83(1986) POSITION- 40 44 38.     (N) 074 04 49.     (W)   SCALED
 KV0286* NAVD 88 ORTHO HEIGHT -     1.601 (meters)        5.25  (feet) ADJUSTED
 KV0286  ______________________________________________________________________
 KV0286  GEOID HEIGHT    -        -32.045 (meters)                     GEOID18
 KV0286  DYNAMIC HEIGHT  -          1.600 (meters)        5.25  (feet) COMP
 KV0286  MODELED GRAVITY -    980,238.8   (mgal)                       NAVD 88
 KV0286
 KV0286  VERT ORDER      -  FIRST     CLASS I
 KV0286
 KV0286.The horizontal coordinates were scaled from a map and have
 KV0286.an estimated accuracy of +/- 6 seconds.
 KV0286
 KV0286.The orthometric height was determined by differential leveling and
 KV0286.adjusted by the NATIONAL GEODETIC SURVEY
 KV0286.in June 1991.
 KV0286
 KV0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0286.GEOID18 height accuracy estimate available here.
 KV0286
 KV0286.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL776107(NAD 83)
 KV0286
 KV0286                          SUPERSEDED SURVEY CONTROL
 KV0286
 KV0286  NGVD 29 (04/16/92)    1.947  (m)            6.39   (f) ADJUSTED    1 1
 KV0286  NGVD 29 (??/??/87)    1.947  (m)            6.39   (f) SUPERSEDED  1 1
 KV0286
 KV0286.Superseded values are not recommended for survey control.
 KV0286
 KV0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0286.See file dsdata.pdf to determine how the superseded data were derived.
 KV0286
 KV0286_MARKER: DD = SURVEY DISK
 KV0286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0286_SP_SET: BULKHEAD
 KV0286_STAMPING: US HL MON HK 100 1963 NY DIST C OF E
 KV0286_MARK LOGO: USACE
 KV0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0286+STABILITY: SURFACE MOTION
 KV0286
 KV0286  HISTORY     - Date     Condition        Report By
 KV0286  HISTORY     - 1963     MONUMENTED       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV0270 ***********************************************************************
 KV0270  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0270  DESIGNATION -  HK 2 A
 KV0270  PID         -  KV0270
 KV0270  STATE/COUNTY-  NJ/HUDSON
 KV0270  COUNTRY     -  US
 KV0270  USGS QUAD   -  JERSEY CITY (2019)
 KV0270
 KV0270                         *CURRENT SURVEY CONTROL
 KV0270  ______________________________________________________________________
 KV0270* NAD 83(1986) POSITION- 40 43 41.     (N) 074 06 05.     (W)   SCALED
 KV0270* NAVD 88 ORTHO HEIGHT -    11.932 (meters)       39.15  (feet) ADJUSTED
 KV0270  ______________________________________________________________________
 KV0270  GEOID HEIGHT    -        -32.113 (meters)                     GEOID18
 KV0270  DYNAMIC HEIGHT  -         11.927 (meters)       39.13  (feet) COMP
 KV0270  MODELED GRAVITY -    980,236.5   (mgal)                       NAVD 88
 KV0270
 KV0270  VERT ORDER      -  FIRST     CLASS I
 KV0270
 KV0270.The horizontal coordinates were scaled from a map and have
 KV0270.an estimated accuracy of +/- 6 seconds.
 KV0270
 KV0270.The orthometric height was determined by differential leveling and
 KV0270.adjusted by the NATIONAL GEODETIC SURVEY
 KV0270.in June 1991.
 KV0270
 KV0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0270.GEOID18 height accuracy estimate available here.
 KV0270
 KV0270.This Tidal Bench Mark is designated as VM 12917
 KV0270.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0270
 KV0270.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL758089(NAD 83)
 KV0270
 KV0270                          SUPERSEDED SURVEY CONTROL
 KV0270
 KV0270  NGVD 29 (04/16/92)   12.280  (m)           40.29   (f) ADJUSTED    1 1
 KV0270  NGVD 29 (??/??/87)   12.280  (m)           40.29   (f) SUPERSEDED  1 1
 KV0270
 KV0270.Superseded values are not recommended for survey control.
 KV0270
 KV0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0270.See file dsdata.pdf to determine how the superseded data were derived.
 KV0270
 KV0270_MARKER: DD = SURVEY DISK
 KV0270_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0270_SP_SET: SIDEWALK
 KV0270_STAMPING: US HL MON HK 2 A 1963 NY DIST C OF E
 KV0270_MARK LOGO: USACE
 KV0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0270
 KV0270  HISTORY     - Date     Condition        Report By
 KV0270  HISTORY     - 1963     MONUMENTED       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV4096 ***********************************************************************
 KV4096  DESIGNATION -  HK 21 USE 1932
 KV4096  PID         -  KV4096
 KV4096  STATE/COUNTY-  NJ/HUDSON
 KV4096  COUNTRY     -  US
 KV4096  USGS QUAD   -  WEEHAWKEN (2016)
 KV4096
 KV4096                         *CURRENT SURVEY CONTROL
 KV4096  ______________________________________________________________________
 KV4096* NAD 83(1996) POSITION- 40 45 49.74492(N) 074 05 12.98101(W)   ADJUSTED
 KV4096* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4096  ______________________________________________________________________
 KV4096  GEOID HEIGHT    -        -32.061 (meters)                     GEOID18
 KV4096  LAPLACE CORR    -          6.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4096.GEOID18 height accuracy estimate available here.
 KV4096
 KV4096.Click photographs - Photos may exist for this station.
 KV4096
 KV4096.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4096
 KV4096. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000493  x   0.99991496  =   0.99991989
 KV4096!SPC NY L     -   1.00000493  x   0.99999603  =   1.00000096
 KV4096!UTM  18      -   1.00000493  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7706312940(NAD 83)
 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
 KV4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4096.See file dsdata.pdf to determine how the superseded data were derived.
 KV4096
 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       USACE
 KV4096  HISTORY     - 1933     GOOD             CGS
 KV4096
 KV4096                          STATION DESCRIPTION
 KV4096
 KV4096'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV3981 ***********************************************************************
 KV3981  DESIGNATION -  HK 40 USE 1932
 KV3981  PID         -  KV3981
 KV3981  STATE/COUNTY-  NJ/BERGEN
 KV3981  COUNTRY     -  US
 KV3981  USGS QUAD   -  WEEHAWKEN (2016)
 KV3981
 KV3981                         *CURRENT SURVEY CONTROL
 KV3981  ______________________________________________________________________
 KV3981* NAD 83(1996) POSITION- 40 50 05.03156(N) 074 01 51.15350(W)   ADJUSTED
 KV3981* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3981  ______________________________________________________________________
 KV3981  GEOID HEIGHT    -        -31.836 (meters)                     GEOID18
 KV3981  LAPLACE CORR    -          7.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3981.GEOID18 height accuracy estimate available here.
 KV3981
 KV3981.Click photographs - Photos may exist for this station.
 KV3981
 KV3981.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3981
 KV3981. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99991926  =   0.99992415
 KV3981!SPC NY L     -   1.00000489  x   0.99999494  =   0.99999983
 KV3981!UTM  18      -   1.00000489  x   0.99968217  =   0.99968705
 KV3981
 KV3981:                Primary Azimuth Mark                     Grid Az
 KV3981:SPC NJ       -  FRAN                                     016 31 08.0
 KV3981:SPC NY L     -  FRAN                                     016 50 45.0
 KV3981:UTM  18      -  FRAN                                     016 11 30.9
 KV3981
 KV3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8170820862(NAD 83)
 KV3981
 KV3981|---------------------------------------------------------------------|
 KV3981| PID    Reference Object                     Distance      Geod. Az  |
 KV3981|                                                           dddmmss.s |
 KV3981| KV3932 FRAN                                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
 KV3981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3981.See file dsdata.pdf to determine how the superseded data were derived.
 KV3981
 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       USACE
 KV3981
 KV3981                          STATION DESCRIPTION
 KV3981
 KV3981'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV3984 ***********************************************************************
 KV3984  DESIGNATION -  HK 42 USE 1932
 KV3984  PID         -  KV3984
 KV3984  STATE/COUNTY-  NJ/BERGEN
 KV3984  COUNTRY     -  US
 KV3984  USGS QUAD   -  WEEHAWKEN (2016)
 KV3984
 KV3984                         *CURRENT SURVEY CONTROL
 KV3984  ______________________________________________________________________
 KV3984* NAD 83(1996) POSITION- 40 50 22.13398(N) 074 01 55.13992(W)   ADJUSTED
 KV3984* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3984  ______________________________________________________________________
 KV3984  GEOID HEIGHT    -        -31.838 (meters)                     GEOID18
 KV3984  LAPLACE CORR    -          7.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3984.GEOID18 height accuracy estimate available here.
 KV3984
 KV3984.Click photographs - Photos may exist for this station.
 KV3984
 KV3984.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3984
 KV3984. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99991917  =   0.99992406
 KV3984!SPC NY L     -   1.00000489  x   0.99999492  =   0.99999981
 KV3984!UTM  18      -   1.00000489  x   0.99968197  =   0.99968685
 KV3984
 KV3984:                Primary Azimuth Mark                     Grid Az
 KV3984:SPC NJ       -  ST MARGARET                              312 58 11.9
 KV3984:SPC NY L     -  ST MARGARET                              313 17 49.0
 KV3984:UTM  18      -  ST MARGARET                              312 38 34.7
 KV3984
 KV3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8160921389(NAD 83)
 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
 KV3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3984.See file dsdata.pdf to determine how the superseded data were derived.
 KV3984
 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       USACE
 KV3984
 KV3984                          STATION DESCRIPTION
 KV3984
 KV3984'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4042 ***********************************************************************
 KV4042  DESIGNATION -  HK 43 USE 1932
 KV4042  PID         -  KV4042
 KV4042  STATE/COUNTY-  NJ/HUDSON
 KV4042  COUNTRY     -  US
 KV4042  USGS QUAD   -  WEEHAWKEN (2016)
 KV4042
 KV4042                         *CURRENT SURVEY CONTROL
 KV4042  ______________________________________________________________________
 KV4042* NAD 83(1996) POSITION- 40 48 17.27035(N) 074 03 00.18445(W)   ADJUSTED
 KV4042* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4042  ______________________________________________________________________
 KV4042  GEOID HEIGHT    -        -31.920 (meters)                     GEOID18
 KV4042  LAPLACE CORR    -          7.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4042.GEOID18 height accuracy estimate available here.
 KV4042
 KV4042.Click photographs - Photos may exist for this station.
 KV4042
 KV4042.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4042
 KV4042. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4042:SPC NJ       -  SCHOOL 3                                 221 51 38.9
 KV4042:SPC NY L     -  SCHOOL 3                                 222 11 15.3
 KV4042:UTM  18      -  SCHOOL 3                                 221 32 02.5
 KV4042
 KV4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8012717522(NAD 83)
 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
 KV4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4042.See file dsdata.pdf to determine how the superseded data were derived.
 KV4042
 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       USACE
 KV4042
 KV4042                          STATION DESCRIPTION
 KV4042
 KV4042'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4016 ***********************************************************************
 KV4016  DESIGNATION -  HK 48 USE 1932
 KV4016  PID         -  KV4016
 KV4016  STATE/COUNTY-  NJ/BERGEN
 KV4016  COUNTRY     -  US
 KV4016  USGS QUAD   -  WEEHAWKEN (2016)
 KV4016
 KV4016                         *CURRENT SURVEY CONTROL
 KV4016  ______________________________________________________________________
 KV4016* NAD 83(1996) POSITION- 40 51 21.73720(N) 074 01 50.93642(W)   ADJUSTED
 KV4016* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4016  ______________________________________________________________________
 KV4016  GEOID HEIGHT    -        -31.826 (meters)                     GEOID18
 KV4016  LAPLACE CORR    -          8.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4016.GEOID18 height accuracy estimate available here.
 KV4016
 KV4016.Click photographs - Photos may exist for this station.
 KV4016
 KV4016.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4016
 KV4016. The following values were computed from the NAD 83(1996) position.
 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                                      000 58 35.6
 KV4016:SPC NY L     -  APT                                      001 18 13.1
 KV4016:UTM  18      -  APT                                      000 38 58.0
 KV4016
 KV4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8168723228(NAD 83)
 KV4016
 KV4016|---------------------------------------------------------------------|
 KV4016| PID    Reference Object                     Distance      Geod. Az  |
 KV4016|                                                           dddmmss.s |
 KV4016| KV3916 APT                                 APPROX. 1.1 KM 0011700.5 |
 KV4016| KV3938 RIDGEFIELD PARK MUN BLDG CUP        APPROX. 0.5 KM 0644852.1 |
 KV4016| KV3948 HACKENSACK SHULTZ CO STACK          APPROX. 0.8 KM 3384515.0 |
 KV4016| KV3959 BOGOTA CONTINENTAL PAPER CHIM       APPROX. 1.4 KM 3483704.7 |
 KV4016| KV3930 BOGOTA FED PAPER BOARD CHIMNEY      APPROX. 1.5 KM 3520611.2 |
 KV4016| KV3931 BOGOTA FED PAPER BOARD TANK         APPROX. 1.5 KM 3522204.9 |
 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
 KV4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4016.See file dsdata.pdf to determine how the superseded data were derived.
 KV4016
 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       USACE
 KV4016
 KV4016                          STATION DESCRIPTION
 KV4016
 KV4016'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV3962 ***********************************************************************
 KV3962  DESIGNATION -  HK 52 A USE 1932
 KV3962  PID         -  KV3962
 KV3962  STATE/COUNTY-  NJ/BERGEN
 KV3962  COUNTRY     -  US
 KV3962  USGS QUAD   -  WEEHAWKEN (2016)
 KV3962
 KV3962                         *CURRENT SURVEY CONTROL
 KV3962  ______________________________________________________________________
 KV3962* NAD 83(1996) POSITION- 40 52 00.49605(N) 074 02 10.52413(W)   ADJUSTED
 KV3962* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3962  ______________________________________________________________________
 KV3962  GEOID HEIGHT    -        -31.842 (meters)                     GEOID18
 KV3962  LAPLACE CORR    -          8.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3962.GEOID18 height accuracy estimate available here.
 KV3962
 KV3962.Click photographs - Photos may exist for this station.
 KV3962
 KV3962.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3962
 KV3962. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99991880  =   0.99992369
 KV3962!SPC NY L     -   1.00000489  x   0.99999494  =   0.99999983
 KV3962!UTM  18      -   1.00000489  x   0.99968118  =   0.99968606
 KV3962
 KV3962:                Primary Azimuth Mark                     Grid Az
 KV3962:SPC NJ       -  DOME                                     333 57 57.7
 KV3962:SPC NY L     -  DOME                                     334 17 35.5
 KV3962:UTM  18      -  DOME                                     333 38 19.9
 KV3962
 KV3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8121524418(NAD 83)
 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
 KV3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3962.See file dsdata.pdf to determine how the superseded data were derived.
 KV3962
 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       USACE
 KV3962  HISTORY     - 1933     GOOD             CGS
 KV3962
 KV3962                          STATION DESCRIPTION
 KV3962
 KV3962'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 AI8455 ***********************************************************************
 AI8455  DESIGNATION -  HK 76
 AI8455  PID         -  AI8455
 AI8455  STATE/COUNTY-  NJ/BERGEN
 AI8455  COUNTRY     -  US
 AI8455  USGS QUAD   -  HACKENSACK (2019)
 AI8455
 AI8455                         *CURRENT SURVEY CONTROL
 AI8455  ______________________________________________________________________
 AI8455* NAD 83(1986) POSITION- 40 52 44.8    (N) 074 02 24.9    (W)   HD_HELD2
 AI8455* NAVD 88 ORTHO HEIGHT -     2.328 (meters)        7.64  (feet) ADJUSTED
 AI8455  ______________________________________________________________________
 AI8455  GEOID HEIGHT    -        -31.852 (meters)                     GEOID18
 AI8455  DYNAMIC HEIGHT  -          2.327 (meters)        7.63  (feet) COMP
 AI8455  MODELED GRAVITY -    980,239.6   (mgal)                       NAVD 88
 AI8455
 AI8455  VERT ORDER      -  FIRST     CLASS II
 AI8455
 AI8455.The horizontal coordinates were established by autonomous hand held GPS
 AI8455.observations and have an estimated accuracy of +/- 10 meters.
 AI8455
 AI8455.The orthometric height was determined by differential leveling and
 AI8455.adjusted by the NATIONAL GEODETIC SURVEY
 AI8455.in March 2001.
 AI8455
 AI8455.No vertical observational check was made to the station.
 AI8455
 AI8455.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8455.GEOID18 height accuracy estimate available here.
 AI8455
 AI8455.Click photographs - Photos may exist for this station.
 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       -   227,226.      188,748.      MT  (+/- 10 meters HH2 GPS)
 AI8455
 AI8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8086425780(NAD 83)
 AI8455
 AI8455                          SUPERSEDED SURVEY CONTROL
 AI8455
 AI8455.No superseded survey control is available for this station.
 AI8455
 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: USACE
 AI8455_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8455+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2009
 AI8455
 AI8455  HISTORY     - Date     Condition        Report By
 AI8455  HISTORY     - 1963     MONUMENTED       USACE
 AI8455  HISTORY     - 19980911 GOOD             NJGS
 AI8455  HISTORY     - 20020808 GOOD             USGS
 AI8455  HISTORY     - 20040820 GOOD             USGS
 AI8455  HISTORY     - 20060422 GOOD             GEOCAC
 AI8455  HISTORY     - 20090629 GOOD             BOSWEL
 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'RECOVERED IN GOOD CONDITION.
 AI8455
 AI8455                          STATION RECOVERY (2009)
 AI8455
 AI8455'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (AB)
 AI8455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4791 ***********************************************************************
 KV4791  DESIGNATION -  HLR 23 USE 1931
 KV4791  PID         -  KV4791
 KV4791  STATE/COUNTY-  NJ/ESSEX
 KV4791  COUNTRY     -  US
 KV4791  USGS QUAD   -  ELIZABETH (2016)
 KV4791
 KV4791                         *CURRENT SURVEY CONTROL
 KV4791  ______________________________________________________________________
 KV4791* NAD 83(1996) POSITION- 40 40 52.98390(N) 074 08 42.86564(W)   ADJUSTED
 KV4791* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4791  ______________________________________________________________________
 KV4791  GEOID HEIGHT    -        -32.247 (meters)                     GEOID18
 KV4791  LAPLACE CORR    -          5.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4791.GEOID18 height accuracy estimate available here.
 KV4791
 KV4791.Click photographs - Photos may exist for this station.
 KV4791
 KV4791.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4791
 KV4791. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7223203739(NAD 83)
 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
 KV4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4791.See file dsdata.pdf to determine how the superseded data were derived.
 KV4791
 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       USACE
 KV4791  HISTORY     - 1934     MARK NOT FOUND   CGS
 KV4791
 KV4791                          STATION DESCRIPTION
 KV4791
 KV4791'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4112 ***********************************************************************
 KV4112  DESIGNATION -  HOBOKEN H R MALLINSON TANK
 KV4112  PID         -  KV4112
 KV4112  STATE/COUNTY-  NJ/HUDSON
 KV4112  COUNTRY     -  US
 KV4112  USGS QUAD   -  WEEHAWKEN (2016)
 KV4112
 KV4112                         *CURRENT SURVEY CONTROL
 KV4112  ______________________________________________________________________
 KV4112* NAD 83(1996) POSITION- 40 45 31.18909(N) 074 02 16.26547(W)   ADJUSTED
 KV4112  ______________________________________________________________________
 KV4112  GEOID HEIGHT    -        -31.899 (meters)                     GEOID18
 KV4112  LAPLACE CORR    -          6.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4112.GEOID18 height accuracy estimate available here.
 KV4112
 KV4112.Click photographs - Photos may exist for this station.
 KV4112
 KV4112.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4112
 KV4112. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8121312412(NAD 83)
 KV4112
 KV4112                          SUPERSEDED SURVEY CONTROL
 KV4112
 KV4112  NAD 83(1996)-  40 45 31.18908(N)    074 02 16.26548(W) AD(       ) 3
 KV4112  NAD 83(1996)-  40 45 31.18865(N)    074 02 16.26616(W) AD(       ) 3
 KV4112  NAD 83(1992)-  40 45 31.18776(N)    074 02 16.26650(W) AD(       ) 3
 KV4112  NAD 83(1986)-  40 45 31.19056(N)    074 02 16.26831(W) AD(       ) 3
 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
 KV4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4112.See file dsdata.pdf to determine how the superseded data were derived.
 KV4112
 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 = JULY 24, 2026 22:12:30 EDT
 KV4339 ***********************************************************************
 KV4339  DESIGNATION -  HOBOKEN HOLLAND TUN BREATHER
 KV4339  PID         -  KV4339
 KV4339  STATE/COUNTY-  NJ/HUDSON
 KV4339  COUNTRY     -  US
 KV4339  USGS QUAD   -  JERSEY CITY (2019)
 KV4339
 KV4339                         *CURRENT SURVEY CONTROL
 KV4339  ______________________________________________________________________
 KV4339* NAD 83(1996) POSITION- 40 43 42.26736(N) 074 01 36.73216(W)   ADJUSTED
 KV4339  ______________________________________________________________________
 KV4339  GEOID HEIGHT    -        -31.891 (meters)                     GEOID18
 KV4339  LAPLACE CORR    -          5.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4339.GEOID18 height accuracy estimate available here.
 KV4339
 KV4339.Click photographs - Photos may exist for this station.
 KV4339
 KV4339.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4339
 KV4339. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8217709063(NAD 83)
 KV4339
 KV4339                          SUPERSEDED SURVEY CONTROL
 KV4339
 KV4339  NAD 83(1996)-  40 43 42.26735(N)    074 01 36.73215(W) AD(       ) 3
 KV4339  NAD 83(1996)-  40 43 42.26714(N)    074 01 36.73267(W) AD(       ) 3
 KV4339  NAD 83(1992)-  40 43 42.26655(N)    074 01 36.73328(W) AD(       ) 3
 KV4339  NAD 83(1986)-  40 43 42.26822(N)    074 01 36.73443(W) AD(       ) 3
 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
 KV4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4339.See file dsdata.pdf to determine how the superseded data were derived.
 KV4339
 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 = JULY 24, 2026 22:12:30 EDT
 KV4269 ***********************************************************************
 KV4269  DESIGNATION -  HOBOKEN LACKAWANNA RR DEPOT FP
 KV4269  PID         -  KV4269
 KV4269  STATE/COUNTY-  NJ/HUDSON
 KV4269  COUNTRY     -  US
 KV4269  USGS QUAD   -  JERSEY CITY (2019)
 KV4269
 KV4269                         *CURRENT SURVEY CONTROL
 KV4269  ______________________________________________________________________
 KV4269* NAD 83(1996) POSITION- 40 44 05.81659(N) 074 01 38.56788(W)   ADJUSTED
 KV4269  ______________________________________________________________________
 KV4269  GEOID HEIGHT    -        -31.887 (meters)                     GEOID18
 KV4269  LAPLACE CORR    -          5.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4269.GEOID18 height accuracy estimate available here.
 KV4269
 KV4269.Click photographs - Photos may exist for this station.
 KV4269
 KV4269.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4269
 KV4269. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8212609789(NAD 83)
 KV4269
 KV4269                          SUPERSEDED SURVEY CONTROL
 KV4269
 KV4269  NAD 83(1996)-  40 44 05.81658(N)    074 01 38.56787(W) AD(       ) 3
 KV4269  NAD 83(1996)-  40 44 05.81634(N)    074 01 38.56838(W) AD(       ) 3
 KV4269  NAD 83(1992)-  40 44 05.81568(N)    074 01 38.56881(W) AD(       ) 3
 KV4269  NAD 83(1986)-  40 44 05.81743(N)    074 01 38.56977(W) AD(       ) 3
 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
 KV4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4269.See file dsdata.pdf to determine how the superseded data were derived.
 KV4269
 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 = JULY 24, 2026 22:12:30 EDT
 KV4277 ***********************************************************************
 KV4277  DESIGNATION -  HOBOKEN LACKAWANNA WMCA TOWER
 KV4277  PID         -  KV4277
 KV4277  STATE/COUNTY-  NJ/HUDSON
 KV4277  COUNTRY     -  US
 KV4277  USGS QUAD   -  JERSEY CITY (2019)
 KV4277
 KV4277                         *CURRENT SURVEY CONTROL
 KV4277  ______________________________________________________________________
 KV4277* NAD 83(1996) POSITION- 40 44 02.08069(N) 074 01 45.01856(W)   ADJUSTED
 KV4277  ______________________________________________________________________
 KV4277  GEOID HEIGHT    -        -31.893 (meters)                     GEOID18
 KV4277  LAPLACE CORR    -          5.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4277.GEOID18 height accuracy estimate available here.
 KV4277
 KV4277.Click photographs - Photos may exist for this station.
 KV4277
 KV4277.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4277
 KV4277. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8197609672(NAD 83)
 KV4277
 KV4277                          SUPERSEDED SURVEY CONTROL
 KV4277
 KV4277  NAD 83(1996)-  40 44 02.08068(N)    074 01 45.01855(W) AD(       ) 3
 KV4277  NAD 83(1996)-  40 44 02.08044(N)    074 01 45.01906(W) AD(       ) 3
 KV4277  NAD 83(1992)-  40 44 02.07979(N)    074 01 45.01949(W) AD(       ) 3
 KV4277  NAD 83(1986)-  40 44 02.08145(N)    074 01 45.02044(W) AD(       ) 3
 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
 KV4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4277.See file dsdata.pdf to determine how the superseded data were derived.
 KV4277
 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 = JULY 24, 2026 22:12:30 EDT
 KV4281 ***********************************************************************
 KV4281  DESIGNATION -  HOBOKEN LACKAWANNA TERM TANK
 KV4281  PID         -  KV4281
 KV4281  STATE/COUNTY-  NJ/HUDSON
 KV4281  COUNTRY     -  US
 KV4281  USGS QUAD   -  JERSEY CITY (2019)
 KV4281
 KV4281                         *CURRENT SURVEY CONTROL
 KV4281  ______________________________________________________________________
 KV4281* NAD 83(1996) POSITION- 40 44 01.50231(N) 074 02 37.84980(W)   ADJUSTED
 KV4281  ______________________________________________________________________
 KV4281  GEOID HEIGHT    -        -31.935 (meters)                     GEOID18
 KV4281  LAPLACE CORR    -          6.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4281.GEOID18 height accuracy estimate available here.
 KV4281
 KV4281.Click photographs - Photos may exist for this station.
 KV4281
 KV4281.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4281
 KV4281. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8073709641(NAD 83)
 KV4281
 KV4281                          SUPERSEDED SURVEY CONTROL
 KV4281
 KV4281  NAD 83(1996)-  40 44 01.50230(N)    074 02 37.84980(W) AD(       ) 3
 KV4281  NAD 83(1996)-  40 44 01.50203(N)    074 02 37.85029(W) AD(       ) 3
 KV4281  NAD 83(1992)-  40 44 01.50140(N)    074 02 37.85059(W) AD(       ) 3
 KV4281  NAD 83(1986)-  40 44 01.50276(N)    074 02 37.85213(W) AD(       ) 3
 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
 KV4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4281.See file dsdata.pdf to determine how the superseded data were derived.
 KV4281
 KV4281_MARKER: 53 = ELEVATED TANK
 KV4281
 KV4281  HISTORY     - Date     Condition        Report By
 KV4281  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4281  HISTORY     - 20071108 GOOD             INDIV
 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.
 KV4281
 KV4281                          STATION RECOVERY (2007)
 KV4281
 KV4281'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 KV4281'THE UNLETTERED BLACK TANK IS STILL A PROMINENT LANDMARK. THE TOP IS
 KV4281'NOW A SHALLOW DOME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4120 ***********************************************************************
 KV4120  DESIGNATION -  HOBOKEN LIPTON TEA CO CHIMNEY
 KV4120  PID         -  KV4120
 KV4120  STATE/COUNTY-  NJ/HUDSON
 KV4120  COUNTRY     -  US
 KV4120  USGS QUAD   -  WEEHAWKEN (2016)
 KV4120
 KV4120                         *CURRENT SURVEY CONTROL
 KV4120  ______________________________________________________________________
 KV4120* NAD 83(1996) POSITION- 40 45 17.47496(N) 074 01 34.42844(W)   ADJUSTED
 KV4120  ______________________________________________________________________
 KV4120  GEOID HEIGHT    -        -31.867 (meters)                     GEOID18
 KV4120  LAPLACE CORR    -          6.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4120.GEOID18 height accuracy estimate available here.
 KV4120
 KV4120.Click photographs - Photos may exist for this station.
 KV4120
 KV4120.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4120
 KV4120. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8219812000(NAD 83)
 KV4120
 KV4120                          SUPERSEDED SURVEY CONTROL
 KV4120
 KV4120  NAD 83(1996)-  40 45 17.47495(N)    074 01 34.42845(W) AD(       ) 3
 KV4120  NAD 83(1996)-  40 45 17.47466(N)    074 01 34.42915(W) AD(       ) 3
 KV4120  NAD 83(1992)-  40 45 17.47385(N)    074 01 34.42962(W) AD(       ) 3
 KV4120  NAD 83(1986)-  40 45 17.47634(N)    074 01 34.43096(W) AD(       ) 3
 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
 KV4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4120.See file dsdata.pdf to determine how the superseded data were derived.
 KV4120
 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 = JULY 24, 2026 22:12:30 EDT
 KV4267 ***********************************************************************
 KV4267  DESIGNATION -  HOBOKEN ST PETERS AND PAULS CH
 KV4267  PID         -  KV4267
 KV4267  STATE/COUNTY-  NJ/HUDSON
 KV4267  COUNTRY     -  US
 KV4267  USGS QUAD   -  JERSEY CITY (2019)
 KV4267
 KV4267                         *CURRENT SURVEY CONTROL
 KV4267  ______________________________________________________________________
 KV4267* NAD 83(1996) POSITION- 40 44 28.46310(N) 074 01 44.71100(W)   ADJUSTED
 KV4267  ______________________________________________________________________
 KV4267  GEOID HEIGHT    -        -31.888 (meters)                     GEOID18
 KV4267  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4267.GEOID18 height accuracy estimate available here.
 KV4267
 KV4267.Click photographs - Photos may exist for this station.
 KV4267
 KV4267.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4267
 KV4267. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8197410486(NAD 83)
 KV4267
 KV4267                          SUPERSEDED SURVEY CONTROL
 KV4267
 KV4267  NAD 83(1996)-  40 44 28.46308(N)    074 01 44.71099(W) AD(       ) 3
 KV4267  NAD 83(1996)-  40 44 28.46278(N)    074 01 44.71158(W) AD(       ) 3
 KV4267  NAD 83(1992)-  40 44 28.46210(N)    074 01 44.71200(W) AD(       ) 3
 KV4267  NAD 83(1986)-  40 44 28.46422(N)    074 01 44.71306(W) AD(       ) 3
 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
 KV4267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4267.See file dsdata.pdf to determine how the superseded data were derived.
 KV4267
 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 = JULY 24, 2026 22:12:30 EDT
 JU2873 ***********************************************************************
 JU2873  DESIGNATION -  HOE
 JU2873  PID         -  JU2873
 JU2873  STATE/COUNTY-  NJ/ATLANTIC
 JU2873  COUNTRY     -  US
 JU2873  USGS QUAD   -  MARMORA (2019)
 JU2873
 JU2873                         *CURRENT SURVEY CONTROL
 JU2873  ______________________________________________________________________
 JU2873* NAD 83(1996) POSITION- 39 17 45.24315(N) 074 42 43.44450(W)   ADJUSTED
 JU2873* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2873  ______________________________________________________________________
 JU2873  GEOID HEIGHT    -        -34.430 (meters)                     GEOID18
 JU2873  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2873.GEOID18 height accuracy estimate available here.
 JU2873
 JU2873.Click photographs - Photos may exist for this station.
 JU2873
 JU2873.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2873
 JU2873. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2482849653(NAD 83)
 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
 JU2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2873.See file dsdata.pdf to determine how the superseded data were derived.
 JU2873
 JU2873_MARKER: DS = TRIANGULATION STATION DISK
 JU2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2873_STAMPING: HOE 1935
 JU2873_MARK LOGO: CGS
 JU2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2873+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV3973 ***********************************************************************
 KV3973  DESIGNATION -  HOF
 KV3973  PID         -  KV3973
 KV3973  STATE/COUNTY-  NJ/BERGEN
 KV3973  COUNTRY     -  US
 KV3973  USGS QUAD   -  WEEHAWKEN (2016)
 KV3973
 KV3973                         *CURRENT SURVEY CONTROL
 KV3973  ______________________________________________________________________
 KV3973* NAD 83(1996) POSITION- 40 50 36.69977(N) 074 01 39.78883(W)   ADJUSTED
 KV3973* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3973  ______________________________________________________________________
 KV3973  GEOID HEIGHT    -        -31.820 (meters)                     GEOID18
 KV3973  LAPLACE CORR    -          7.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3973.GEOID18 height accuracy estimate available here.
 KV3973
 KV3973.Click photographs - Photos may exist for this station.
 KV3973
 KV3973.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3973
 KV3973. The following values were computed from the NAD 83(1996) position.
 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       -  KILN                                     172 46 01.8
 KV3973:SPC NY L     -  KILN                                     173 05 39.0
 KV3973:UTM  18      -  KILN                                     172 26 24.5
 KV3973
 KV3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8196321842(NAD 83)
 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
 KV3973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3973.See file dsdata.pdf to determine how the superseded data were derived.
 KV3973
 KV3973_MARKER: DS = TRIANGULATION STATION DISK
 KV3973_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3973_MARK LOGO: CGS
 KV3973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5815 ***********************************************************************
 KV5815  DESIGNATION -  HOFFMAN
 KV5815  PID         -  KV5815
 KV5815  STATE/COUNTY-  NJ/MORRIS
 KV5815  COUNTRY     -  US
 KV5815  USGS QUAD   -  CALIFON (2019)
 KV5815
 KV5815                         *CURRENT SURVEY CONTROL
 KV5815  ______________________________________________________________________
 KV5815* NAD 83(1996) POSITION- 40 44 50.65211(N) 074 46 56.20334(W)   ADJUSTED
 KV5815* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 KV5815  ______________________________________________________________________
 KV5815  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 KV5815  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5815.GEOID18 height accuracy estimate available here.
 KV5815
 KV5815.Click photographs - Photos may exist for this station.
 KV5815
 KV5815.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5815
 KV5815. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5815:SPC NJ       -  SMITH                                    290 05 28.4
 KV5815:UTM  18      -  SMITH                                    289 45 53.5
 KV5815
 KV5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1838010739(NAD 83)
 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
 KV5815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5815.See file dsdata.pdf to determine how the superseded data were derived.
 KV5815
 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 = JULY 24, 2026 22:12:30 EDT
 KV0901 ***********************************************************************
 KV0901  DESIGNATION -  HOFFMAN PRR
 KV0901  PID         -  KV0901
 KV0901  STATE/COUNTY-  NJ/MIDDLESEX
 KV0901  COUNTRY     -  US
 KV0901  USGS QUAD   -  JAMESBURG (2019)
 KV0901
 KV0901                         *CURRENT SURVEY CONTROL
 KV0901  ______________________________________________________________________
 KV0901* NAD 83(1986) POSITION- 40 19 34.7    (N) 074 25 17.9    (W)   HD_HELD2
 KV0901* NAVD 88 ORTHO HEIGHT -    18.890 (meters)       61.97  (feet) ADJUSTED
 KV0901  ______________________________________________________________________
 KV0901  GEOID HEIGHT    -        -32.594 (meters)                     GEOID18
 KV0901  DYNAMIC HEIGHT  -         18.882 (meters)       61.95  (feet) COMP
 KV0901  MODELED GRAVITY -    980,204.0   (mgal)                       NAVD 88
 KV0901
 KV0901  VERT ORDER      -  SECOND    CLASS 0
 KV0901
 KV0901.The horizontal coordinates were established by autonomous hand held GPS
 KV0901.observations and have an estimated accuracy of +/- 10 meters.
 KV0901
 KV0901.The orthometric height was determined by differential leveling and
 KV0901.adjusted by the NATIONAL GEODETIC SURVEY
 KV0901.in June 1991.
 KV0901
 KV0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0901.GEOID18 height accuracy estimate available here.
 KV0901
 KV0901.Click photographs - Photos may exist for this station.
 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       -   165,746.      156,659.      MT  (+/- 10 meters HH2 GPS)
 KV0901
 KV0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4913364135(NAD 83)
 KV0901
 KV0901                          SUPERSEDED SURVEY CONTROL
 KV0901
 KV0901  NGVD 29 (11/26/84)   19.231  (m)           63.09   (f) ADJUSTED    2 0
 KV0901
 KV0901.Superseded values are not recommended for survey control.
 KV0901
 KV0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0901.See file dsdata.pdf to determine how the superseded data were derived.
 KV0901
 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 = JULY 24, 2026 22:12:30 EDT
 DK6574 ***********************************************************************
 DK6574  DESIGNATION -  HOLD
 DK6574  PID         -  DK6574
 DK6574  STATE/COUNTY-  NJ/MONMOUTH
 DK6574  COUNTRY     -  US
 DK6574  USGS QUAD   -  ADELPHIA (2019)
 DK6574
 DK6574                         *CURRENT SURVEY CONTROL
 DK6574  ______________________________________________________________________
 DK6574* NAD 83(1986) POSITION- 40 14 39.73   (N) 074 16 29.06   (W)   HD_HELD1
 DK6574* NAVD 88 ORTHO HEIGHT -    48.169 (meters)      158.03  (feet) ADJUSTED
 DK6574  ______________________________________________________________________
 DK6574  GEOID HEIGHT    -        -32.362 (meters)                     GEOID18
 DK6574  DYNAMIC HEIGHT  -         48.150 (meters)      157.97  (feet) COMP
 DK6574  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 DK6574
 DK6574  VERT ORDER      -  SECOND    CLASS II
 DK6574
 DK6574.The horizontal coordinates were determined by differentially corrected
 DK6574.hand held GPS observations or other comparable positioning techniques
 DK6574.and have an estimated accuracy of +/- 3 meters.
 DK6574
 DK6574.The orthometric height was determined by differential leveling and
 DK6574.adjusted by the NATIONAL GEODETIC SURVEY
 DK6574.in May 2011.
 DK6574
 DK6574.No vertical observational check was made to the station.
 DK6574
 DK6574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6574.GEOID18 height accuracy estimate available here.
 DK6574
 DK6574.Click photographs - Photos may exist for this station.
 DK6574
 DK6574.The dynamic height is computed by dividing the NAVD 88
 DK6574.geopotential number by the normal gravity value computed on the
 DK6574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6574.degrees latitude (g = 980.6199 gals.).
 DK6574
 DK6574.The modeled gravity was interpolated from observed gravity values.
 DK6574
 DK6574;                    North         East    Units  Estimated Accuracy
 DK6574;SPC NJ       -   156,670.1     169,165.3     MT  (+/- 3 meters HH1 GPS) 
 DK6574
 DK6574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6168755132(NAD 83)
 DK6574
 DK6574                          SUPERSEDED SURVEY CONTROL
 DK6574
 DK6574.No superseded survey control is available for this station.
 DK6574
 DK6574_MARKER: DD = SURVEY DISK
 DK6574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6574_STAMPING: HOLD 2006
 DK6574_MARK LOGO: NJGS
 DK6574_PROJECTION: FLUSH
 DK6574_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6574+STABILITY: SURFACE MOTION
 DK6574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6574+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2022
 DK6574
 DK6574  HISTORY     - Date     Condition        Report By
 DK6574  HISTORY     - 20061102 MONUMENTED       NJGS
 DK6574  HISTORY     - 20220805 GOOD             NJGS
 DK6574
 DK6574                          STATION DESCRIPTION
 DK6574
 DK6574'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6574'THE STATION IS LOCATED FREEHOLD TOWNSHIP, ON THE GROUNDS OF THE NJ
 DK6574'DEPARTMENT OF TRANSPORTATION FREEHOLD REGIONAL HEADQUARTERS.
 DK6574'
 DK6574'TO REACH THE STATION FROM THE JUNCTION OF SOUTH STREET (NJ ROUTE 79)
 DK6574'AND PARK AVENUE (NJ ROUTE 33 BUSINESS), GO 0.35 MI (0.56 KM) SOUTH ON
 DK6574'ROUTE 79 TO DANIELS WAY ON THE LEFT, CONTINUE SOUTH-SOUTHEAST FOR
 DK6574'ABOUT 350 FT (106.7 M) TO THE STATION ON THE LEFT, BETWEEN THE WEST
 DK6574'CURB OF THE PARKING LOT FOR THE NEW JERSEY DEPARTMENT OF
 DK6574'TRANSPORTATION FREEHOLD REGIONAL HEADQUARTERS BUILDING AND SOUTH
 DK6574'STREET.
 DK6574'
 DK6574'THE STATION IS 33.8 FT (10.3 M) EAST OF THE EAST EDGE OF SOUTH STREET,
 DK6574'23.3 FT (7.1 M) SOUTHEAST OF THE EAST LEG OF THE REGIONAL HEADQUARTERS
 DK6574'SIGN (WITH A NJGS WITNESS SIGN ATTACHED), 58.4 FT (17.8 M) WEST OF THE
 DK6574'WEST CURB OF THE PARKING LOT, 87.6 FT (26.7 M) NORTH OF THE CENTERLINE
 DK6574'OF A BLACKTOP WALKWAY LEADING FROM SOUTH STREET TO THE BUILDING, 12.9
 DK6574'FT (3.9 M) EAST-SOUTHEAST OF THE NORTHERLY OF TWO BELL TELEPHONE
 DK6574'MANHOLES, 14.1 FT (4.3 M) EAST-NORTHEAST OF THE SOUTHERLY OF TWO BELL
 DK6574'TELEPHONE MANHOLES.
 DK6574
 DK6574                          STATION RECOVERY (2022)
 DK6574
 DK6574'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DK6574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ5347 ***********************************************************************
 DJ5347  DESIGNATION -  HOLGATE
 DJ5347  PID         -  DJ5347
 DJ5347  STATE/COUNTY-  NJ/OCEAN
 DJ5347  COUNTRY     -  US
 DJ5347  USGS QUAD   -  TUCKERTON (2019)
 DJ5347
 DJ5347                         *CURRENT SURVEY CONTROL
 DJ5347  ______________________________________________________________________
 DJ5347* NAD 83(2011) POSITION- 39 31 52.32762(N) 074 15 47.30242(W)   ADJUSTED
 DJ5347* NAD 83(2011) ELLIP HT-   -29.910 (meters)        (06/27/12)   ADJUSTED
 DJ5347* NAD 83(2011) EPOCH   -  2010.00
 DJ5347* NAVD 88 ORTHO HEIGHT -     3.997 (meters)       13.11  (feet) ADJUSTED
 DJ5347  ______________________________________________________________________
 DJ5347  GEOID HEIGHT    -        -33.919 (meters)                     GEOID18
 DJ5347  NAD 83(2011) X  -  1,336,022.551 (meters)                     COMP
 DJ5347  NAD 83(2011) Y  - -4,741,340.390 (meters)                     COMP
 DJ5347  NAD 83(2011) Z  -  4,037,956.963 (meters)                     COMP
 DJ5347  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 DJ5347  DYNAMIC HEIGHT  -          3.995 (meters)       13.11  (feet) COMP
 DJ5347  MODELED GRAVITY -    980,129.6   (mgal)                       NAVD 88
 DJ5347
 DJ5347  VERT ORDER      -  FIRST     CLASS I
 DJ5347
 DJ5347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5347  Standards:
 DJ5347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5347  -------------------------------------------------------------------
 DJ5347  NETWORK    0.58   1.53           0.25   0.22   0.78      0.00368752
 DJ5347  -------------------------------------------------------------------
 DJ5347  Click here for local accuracies and other accuracy information.
 DJ5347
 DJ5347.The horizontal coordinates were established by GPS observations
 DJ5347.and adjusted by the National Geodetic Survey in June 2012.
 DJ5347
 DJ5347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5347.been affixed to the stable North American tectonic plate. See 
 DJ5347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5347
 DJ5347.The horizontal coordinates are valid at the epoch date displayed above
 DJ5347.which is a decimal equivalence of Year/Month/Day.
 DJ5347
 DJ5347.The orthometric height was determined by differential leveling and
 DJ5347.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5347.in May 2011.
 DJ5347
 DJ5347.No vertical observational check was made to the station.
 DJ5347
 DJ5347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5347.GEOID18 height accuracy estimate available here.
 DJ5347
 DJ5347.Click photographs - Photos may exist for this station.
 DJ5347
 DJ5347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5347
 DJ5347.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5347
 DJ5347.The ellipsoidal height was determined by GPS observations
 DJ5347.and is referenced to NAD 83.
 DJ5347
 DJ5347.The dynamic height is computed by dividing the NAVD 88
 DJ5347.geopotential number by the normal gravity value computed on the
 DJ5347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5347.degrees latitude (g = 980.6199 gals.).
 DJ5347
 DJ5347.The modeled gravity was interpolated from observed gravity values.
 DJ5347
 DJ5347. The following values were computed from the NAD 83(2011) position.
 DJ5347
 DJ5347;                    North         East     Units Scale Factor Converg.
 DJ5347;SPC NJ       -    77,495.711   170,362.039   MT  0.99990510   +0 09 02.7
 DJ5347;SPC NJ       -   254,250.51    558,929.46   sFT  0.99990510   +0 09 02.7
 DJ5347;UTM  18      - 4,375,986.544   563,326.532   MT  0.99964937   +0 28 08.5
 DJ5347
 DJ5347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5347!SPC NJ       -   1.00000469  x   0.99990510  =   0.99990979
 DJ5347!UTM  18      -   1.00000469  x   0.99964937  =   0.99965406
 DJ5347
 DJ5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6332675986(NAD 83)
 DJ5347
 DJ5347                          SUPERSEDED SURVEY CONTROL
 DJ5347
 DJ5347  NAD 83(2007)-  39 31 52.32778(N)    074 15 47.30289(W) AD(2002.00) B
 DJ5347  ELLIP H (03/15/07)  -29.893  (m)                       GP(2002.00) 4 1
 DJ5347  NAVD 88               4.00   (m)           13.1    (f) LEVELING    3  
 DJ5347
 DJ5347.Superseded values are not recommended for survey control.
 DJ5347
 DJ5347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5347.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5347
 DJ5347_MARKER: F = FLANGE-ENCASED ROD
 DJ5347_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5347_STAMPING: HOLGATE 2006
 DJ5347_MARK LOGO: NJGS
 DJ5347_PROJECTION: RECESSED 10 CENTIMETERS
 DJ5347_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ5347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5347+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2011
 DJ5347_ROD/PIPE-DEPTH: 25.9 meters
 DJ5347_SLEEVE-DEPTH  : 0.9 meters
 DJ5347
 DJ5347  HISTORY     - Date     Condition        Report By
 DJ5347  HISTORY     - 20060710 MONUMENTED       NJGS
 DJ5347  HISTORY     - 20060411 GOOD             NJGS
 DJ5347  HISTORY     - 20111111 GOOD             INDIV
 DJ5347  HISTORY     - 20130318 MARK NOT FOUND   USFWS
 DJ5347  HISTORY     - 20140506 MARK NOT FOUND   INDIV
 DJ5347
 DJ5347                          STATION DESCRIPTION
 DJ5347
 DJ5347'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DJ5347'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP, IN HOLGATE, AT THE
 DJ5347'EDWIN B.  FORSYTHE WILDLIFE REFUGE AT THE SOUTHERN END OF LONG BEACH
 DJ5347'ISLAND.
 DJ5347'
 DJ5347'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 72
 DJ5347'EASTBOUND (WEST 9TH STREET) AND LONG BEACH BOULEVARD IN SHIP BOTTOM,
 DJ5347'GO ABOUT 9.4 MI (15.13 KM) SOUTH-SOUTHWEST ON LONG BEACH BOULEVARD TO
 DJ5347'THE ENTRANCE TO THE WILDLIFE AREA AT THE END OF THE PAVED ROAD.  PASS
 DJ5347'THROUGH THE GATE AND PARKING LOT AND GO 0.1 MI (0.16 KM) SOUTH TO THE
 DJ5347'END OF THE TRAVEL PATH TO THE STATION ON THE LEFT NEAR THE CORNER OF A
 DJ5347'3 FT (0.9 M) HIGH TIMBER BULKHEAD WALL ON THE OCEAN SIDE OF THE PATH
 DJ5347'WITH A NJGS WITNESS SIGNS ATTACHED.
 DJ5347'
 DJ5347'THE STATION IS SET IN A DUNE AREA BETWEEN THE SOUTH BULKHEAD WALL AND
 DJ5347'A WOODEN BENCH, ABOUT 112.6 FT (34.3 M) SOUTH-SOUTHWEST OF THE GATED
 DJ5347'ENTRANCE TO THE PARK, 5.9 FT (1.8 M) SOUTH-SOUTHWEST OF A 6 INCH (15
 DJ5347'CM) BY 6 INCH (15 CM) POST FOR THE WALL WITH A NJGS SIGN FACING SOUTH
 DJ5347'AT THE SOUTH END OF THE WALL, 10.4 FT (3.2 M) SOUTH OF A 6 INCH (15
 DJ5347'CM) BY 6 INCH (15 CM) POST AT THE WEST CORNER OF THE BULKHEAD WALL
 DJ5347'WITH A NJGS SIGN FACING WEST, 13.2 FT (4.0 M) NORTHEAST OF THE EAST
 DJ5347'END OF THE BENCH, 20.5 FT (6.2 M) EAST-NORTHEAST OF THE WEST END OF
 DJ5347'THE BENCH, 54.5 FT (16.6 M) NORTHEAST OF THE NORTHEAST INSIDE CORNER
 DJ5347'OF THE SAME SEAWALL, 1.2 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DJ5347
 DJ5347                          STATION RECOVERY (2006)
 DJ5347
 DJ5347'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DJ5347'RECOVERED AS DESCRIBED.
 DJ5347
 DJ5347                          STATION RECOVERY (2011)
 DJ5347
 DJ5347'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 DJ5347'RECOVERED AS DESCRIBED.
 DJ5347
 DJ5347                          STATION RECOVERY (2013)
 DJ5347
 DJ5347'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2013 (MJH)
 DJ5347'THE ENTIRE AREA HAS BEEN REGRADED IN AN EFFORT TO REPAIR DAMAGE FROM
 DJ5347'
 DJ5347'HURRICANE SANDY.  MOST OF THE RECOVERY MARKS HAVE BEEN DESTROYED.  WE
 DJ5347'
 DJ5347'NAVIGATED TO THE COORDINATES USING RTK AND DUG DOWN 5 FT, BUT DID NOT
 DJ5347'
 DJ5347'FIND IT.
 DJ5347
 DJ5347                          STATION RECOVERY (2014)
 DJ5347
 DJ5347'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (HBH)
 DJ5347'STATION WAS NOT RECOVERED. THE AREA WAS SEVERELY DAMAGED BY A
 DJ5347'HURRICANE IN 2012 AND IT HAS SINCE BEEN REGRADED. THE PARKING AREA WAS
 DJ5347'REBUILT AND EXTENDED FURTHER SOUTHWARD TOWARD THE SEAWALL IN 2013. ALL
 DJ5347'OF THE LISTED RECOVERY MARKS EXCEPT THE SEAWALL ARE GONE. THE GPS
 DJ5347'COORDINATES AND THE MEASUREMENT FROM THE INSIDE CORNER OF THE SEAWALL
 DJ5347'PLACE THE LOCATION OF THE STATION UNDER THE PAVED PARKING LOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2716 ***********************************************************************
 JU2716  DESIGNATION -  HOLGATE WATER TANK
 JU2716  PID         -  JU2716
 JU2716  STATE/COUNTY-  NJ/OCEAN
 JU2716  COUNTRY     -  US
 JU2716  USGS QUAD   -  TUCKERTON (2019)
 JU2716
 JU2716                         *CURRENT SURVEY CONTROL
 JU2716  ______________________________________________________________________
 JU2716* NAD 83(1996) POSITION- 39 32 06.72377(N) 074 15 45.60743(W)   ADJUSTED
 JU2716  ______________________________________________________________________
 JU2716  GEOID HEIGHT    -        -33.903 (meters)                     GEOID18
 JU2716  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2716.GEOID18 height accuracy estimate available here.
 JU2716
 JU2716.Click photographs - Photos may exist for this station.
 JU2716
 JU2716.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2716
 JU2716. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6336376430(NAD 83)
 JU2716
 JU2716                          SUPERSEDED SURVEY CONTROL
 JU2716
 JU2716  NAD 83(1986)-  39 32 06.71771(N)    074 15 45.59864(W) AD(       ) 3
 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
 JU2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2716.See file dsdata.pdf to determine how the superseded data were derived.
 JU2716
 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 = JULY 24, 2026 22:12:30 EDT
 JU2899 ***********************************************************************
 JU2899  DESIGNATION -  HOLIDAY
 JU2899  PID         -  JU2899
 JU2899  STATE/COUNTY-  NJ/CAPE MAY
 JU2899  COUNTRY     -  US
 JU2899  USGS QUAD   -  AVALON (2019)
 JU2899
 JU2899                         *CURRENT SURVEY CONTROL
 JU2899  ______________________________________________________________________
 JU2899* NAD 83(1996) POSITION- 39 04 25.20676(N) 074 44 31.68566(W)   ADJUSTED
 JU2899* NAVD 88 ORTHO HEIGHT -     1.3   (meters)        4.    (feet) VERTCON3
 JU2899  ______________________________________________________________________
 JU2899  GEOID HEIGHT    -        -35.283 (meters)                     GEOID18
 JU2899  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2899.GEOID18 height accuracy estimate available here.
 JU2899
 JU2899.Click photographs - Photos may exist for this station.
 JU2899
 JU2899.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2899
 JU2899. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991073
 JU2899!UTM  18      -   1.00000533  x   0.99960613  =   0.99961146
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2230524983(NAD 83)
 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
 JU2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2899.See file dsdata.pdf to determine how the superseded data were derived.
 JU2899
 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  HISTORY     - 20180913 MARK NOT FOUND   PROFLN
 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.
 JU2899
 JU2899                          STATION RECOVERY (2018)
 JU2899
 JU2899'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2018 (JRO)
 JU2899'LACKING VRS, ROUGHLY RE-ESTABLISHED THE POSITION OF THE MARK FROM THE
 JU2899'ESTIMATED ALIGNMENT OF THE OLD WEST RAIL, THE DEFINITE NORTH EDGE OF
 JU2899'SIDEWALK AND BOX SCORE DISTANCE FROM ROUGHLY RE-ESTABLISHED REFERENCE
 JU2899'MARK 1 POSITION BASED ON STREET MEASUREMENTS.  THE MARK NOW APPEARS TO
 JU2899'FALL IN THE FRONT FLOWER BED OF HOUSE 211 65TH ST., TWO-STORY FRAME,
 JU2899'TO THE RIGHT OF THE STEPS.  MENTION OF THE BACK YARD OF THE AIRPORT
 JU2899'HOUSE IS NO LONGER RELEVANT.  THE MARK PROBABLY STILL EXISTS, BURIED
 JU2899'20 INCHES (51 CM) AS NOTED IN 1962, UNLESS REMOVED BY EXCAVATION OF
 JU2899'THE WATER / SEWER CONNECTIONS TO THE HOUSE.
 JU2899'
 JU2899'THE DISK FOR REFERENCE MARK 3 HAS BEEN RESET IN THE WRONG PLACE BUT
 JU2899'THE GENERAL AREA WHERE IT STARTED OUT, POINTING THE WRONG DIRECTION,
 JU2899'IN THE SOUTHERLY CURB OF 65TH ST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB2075 ***********************************************************************
 CB2075  DESIGNATION -  HOLIDAY AZ MK
 CB2075  PID         -  CB2075
 CB2075  STATE/COUNTY-  NJ/CAPE MAY
 CB2075  COUNTRY     -  US
 CB2075  USGS QUAD   -  AVALON (2019)
 CB2075
 CB2075                         *CURRENT SURVEY CONTROL
 CB2075  ______________________________________________________________________
 CB2075* NAD 83(1986) POSITION- 39 04 32.83   (N) 074 44 22.44   (W)   HD_HELD1
 CB2075* NAVD 88 ORTHO HEIGHT -     1.977 (meters)        6.49  (feet) ADJUSTED
 CB2075  ______________________________________________________________________
 CB2075  GEOID HEIGHT    -        -35.278 (meters)                     GEOID18
 CB2075  DYNAMIC HEIGHT  -          1.976 (meters)        6.48  (feet) COMP
 CB2075  MODELED GRAVITY -    980,062.5   (mgal)                       NAVD 88
 CB2075
 CB2075  VERT ORDER      -  FIRST     CLASS II
 CB2075
 CB2075.The horizontal coordinates were determined by differentially corrected
 CB2075.hand held GPS observations or other comparable positioning techniques
 CB2075.and have an estimated accuracy of +/- 3 meters.
 CB2075
 CB2075.The orthometric height was determined by differential leveling and
 CB2075.adjusted by the NATIONAL GEODETIC SURVEY
 CB2075.in August 2014.
 CB2075
 CB2075.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2075.GEOID18 height accuracy estimate available here.
 CB2075
 CB2075.Click photographs - Photos may exist for this station.
 CB2075
 CB2075.The dynamic height is computed by dividing the NAVD 88
 CB2075.geopotential number by the normal gravity value computed on the
 CB2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2075.degrees latitude (g = 980.6199 gals.).
 CB2075
 CB2075.The modeled gravity was interpolated from observed gravity values.
 CB2075
 CB2075;                    North         East    Units  Estimated Accuracy
 CB2075;SPC NJ       -    26,940.4     129,271.4     MT  (+/- 3 meters HH1 GPS) 
 CB2075
 CB2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2252725218(NAD 83)
 CB2075
 CB2075                          SUPERSEDED SURVEY CONTROL
 CB2075
 CB2075.No superseded survey control is available for this station.
 CB2075
 CB2075_MARKER: DZ = AZIMUTH MARK DISK
 CB2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2075_STAMPING: HOLIDAY 1932
 CB2075_MARK LOGO: CGS
 CB2075_PROJECTION: PROJECTING 30 CENTIMETERS
 CB2075_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2075+STABILITY: SURFACE MOTION
 CB2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB2075+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2019
 CB2075
 CB2075  HISTORY     - Date     Condition        Report By
 CB2075  HISTORY     - 1962     MONUMENTED       CGS
 CB2075  HISTORY     - 20120504 GOOD             NJGS
 CB2075  HISTORY     - 20180524 GOOD             NJGS
 CB2075  HISTORY     - 20190902 GOOD             PROFLN
 CB2075
 CB2075                          STATION DESCRIPTION
 CB2075
 CB2075'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 CB2075'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF SEA
 CB2075'ISLE CITY, 2.1 MI (3.4 KM) SOUTH-SOUTHWEST OF AVALON AND 2.0 MI (3.2
 CB2075'KM) NORTH-NORTHEAST OF STONE HARBOR.
 CB2075'
 CB2075'THE STATION IS LOCATED ON THE SOUTH CORNER OF THE INTERSECTION OF DUNE
 CB2075'DRIVE AND 61ST STREET, SET FLUSH IN THE TOP OF A 12 INCH (30 CM) ROUND
 CB2075'CONCRETE MONUMENT, PROJECTING 12 INCHES (30 CM) ABOVE THE GROUND,
 CB2075'BETWEEN THE CURB AND SIDEWALK ON THE SOUTHEAST SIDE OF DUNE DRIVE.
 CB2075'
 CB2075'THE STATION IS 51.2 FT (15.6 M) SOUTHEAST FROM THE CENTERLINE OF DUNE
 CB2075'DRIVE, 30.0 FT (9.1 M) SOUTHWEST FROM THE CENTERLINE OF 61ST STREET,
 CB2075'16.1 FT (4.9 M) WEST FROM WOOD UTILITY POLE NUMBER BT453 W51190, 27.7
 CB2075'FT (8.4 M) NORTH FROM THE NORTH CORNER OF A TWO STORY FRAME DWELLING,
 CB2075'74.5 FT (22.7 M) SOUTHWEST FROM A FIRE HYDRANT ON THE SOUTHEAST SIDE
 CB2075'OF DUNE DRIVE AND 2.7 FT (0.8 M) SOUTHWEST FROM A METAL POLE WITH
 CB2075'STREET SIGNS ATTACHED.
 CB2075
 CB2075                          STATION RECOVERY (2018)
 CB2075
 CB2075'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 CB2075'RECOVERED IN GOOD CONDITION.
 CB2075
 CB2075                          STATION RECOVERY (2019)
 CB2075
 CB2075'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 CB2075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB2078 ***********************************************************************
 CB2078  DESIGNATION -  HOLIDAY RM 3
 CB2078  PID         -  CB2078
 CB2078  STATE/COUNTY-  NJ/CAPE MAY
 CB2078  COUNTRY     -  US
 CB2078  USGS QUAD   -  AVALON (2019)
 CB2078
 CB2078                         *CURRENT SURVEY CONTROL
 CB2078  ______________________________________________________________________
 CB2078* NAD 83(1986) POSITION- 39 04 24.95   (N) 074 44 32.58   (W)   HD_HELD1
 CB2078* NAVD 88 ORTHO HEIGHT -     1.885 (meters)        6.18  (feet) ADJUSTED
 CB2078  ______________________________________________________________________
 CB2078  GEOID HEIGHT    -        -35.283 (meters)                     GEOID18
 CB2078  DYNAMIC HEIGHT  -          1.884 (meters)        6.18  (feet) COMP
 CB2078  MODELED GRAVITY -    980,062.2   (mgal)                       NAVD 88
 CB2078
 CB2078  VERT ORDER      -  FIRST     CLASS II
 CB2078
 CB2078.The horizontal coordinates were determined by differentially corrected
 CB2078.hand held GPS observations or other comparable positioning techniques
 CB2078.and have an estimated accuracy of +/- 3 meters.
 CB2078
 CB2078.The orthometric height was determined by differential leveling and
 CB2078.adjusted by the NATIONAL GEODETIC SURVEY
 CB2078.in August 2014.
 CB2078
 CB2078.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2078.GEOID18 height accuracy estimate available here.
 CB2078
 CB2078.Click photographs - Photos may exist for this station.
 CB2078
 CB2078.The dynamic height is computed by dividing the NAVD 88
 CB2078.geopotential number by the normal gravity value computed on the
 CB2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2078.degrees latitude (g = 980.6199 gals.).
 CB2078
 CB2078.The modeled gravity was interpolated from observed gravity values.
 CB2078
 CB2078;                    North         East    Units  Estimated Accuracy
 CB2078;SPC NJ       -    26,698.1     129,027.1     MT  (+/- 3 meters HH1 GPS) 
 CB2078
 CB2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2228424975(NAD 83)
 CB2078
 CB2078                          SUPERSEDED SURVEY CONTROL
 CB2078
 CB2078.No superseded survey control is available for this station.
 CB2078
 CB2078_MARKER: DR = REFERENCE MARK DISK
 CB2078_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CB2078_SP_SET: CURB
 CB2078_STAMPING: HOLIDAY 1932 NO 3
 CB2078_MARK LOGO: CGS
 CB2078_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB2078+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2012
 CB2078
 CB2078  HISTORY     - Date     Condition        Report By
 CB2078  HISTORY     - 1932     MONUMENTED       CGS
 CB2078  HISTORY     - 20120504 GOOD             NJGS
 CB2078
 CB2078                          STATION DESCRIPTION
 CB2078
 CB2078'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 CB2078'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF SEA
 CB2078'ISLE CITY, 2.3 MI (3.7 KM) SOUTHWEST OF AVALON AND 1.8 MI (2.9 KM)
 CB2078'NORTH-NORTHEAST OF STONE HARBOR.
 CB2078'
 CB2078'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF 65TH STREET, SET FLUSH
 CB2078'IN THE TOP OF A CONCRETE CURB.
 CB2078'
 CB2078'THE STATION IS 18.3 FT (5.6 M) SOUTHWEST FROM THE CENTERLINE OF 65TH
 CB2078'STREET, 62.6 FT (19.1 M) NORTHWEST FROM WOOD UTILITY POLE NUMBER
 CB2078'7134718876, 60.9 FT (18.6 M) SOUTHEAST FROM WOOD UTILITY POLE NUMBER
 CB2078'W17596 AND 9.1 FT (2.8 M) WEST-NORTHWEST FROM THE CENTERLINE OF A
 CB2078'CONCRETE DRIVEWAY LEADING TO HOUSE NO. 206.
 CB2078'
 CB2078'NOTE-THE DIRECTION OF THE ARROW CAST IN THE DISK IS AT RIGHT ANGLES TO
 CB2078'THE DIRECTION OF TRIANGULATION STATION HOLIDAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2139 ***********************************************************************
 KU2139  DESIGNATION -  HOOK
 KU2139  PID         -  KU2139
 KU2139  STATE/COUNTY-  NJ/MONMOUTH
 KU2139  COUNTRY     -  US
 KU2139  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2139
 KU2139                         *CURRENT SURVEY CONTROL
 KU2139  ______________________________________________________________________
 KU2139* NAD 83(1996) POSITION- 40 27 34.60296(N) 073 59 39.09251(W)   ADJUSTED
 KU2139* NAVD 88 ORTHO HEIGHT -     3.712 (meters)       12.18  (feet) ADJUSTED
 KU2139  ______________________________________________________________________
 KU2139  GEOID HEIGHT    -        -32.475 (meters)                     GEOID18
 KU2139  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 KU2139  DYNAMIC HEIGHT  -          3.710 (meters)       12.17  (feet) COMP
 KU2139  MODELED GRAVITY -    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 and
 KU2139.adjusted by the NATIONAL GEODETIC SURVEY
 KU2139.in May 2006.
 KU2139
 KU2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2139.GEOID18 height accuracy estimate available here.
 KU2139
 KU2139.Click photographs - Photos may exist for this station.
 KU2139
 KU2139.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992715
 KU2139!UTM  18      -   1.00000451  x   0.99968952  =   0.99969403
 KU2139
 KU2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8527779257(NAD 83)
 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
 KU2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2139.See file dsdata.pdf to determine how the superseded data were derived.
 KU2139
 KU2139_MARKER: DD = SURVEY DISK
 KU2139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 AB3784 ***********************************************************************
 AB3784  CBN         -  This is a Cooperative Base Network Control Station.
 AB3784  TIDAL BM    -  This is a Tidal Bench Mark.
 AB3784  DESIGNATION -  HOOK USCG
 AB3784  PID         -  AB3784
 AB3784  STATE/COUNTY-  NJ/MONMOUTH
 AB3784  COUNTRY     -  US
 AB3784  USGS QUAD   -  SANDY HOOK WEST (2019)
 AB3784
 AB3784                         *CURRENT SURVEY CONTROL
 AB3784  ______________________________________________________________________
 AB3784* NAD 83(2011) POSITION- 40 27 54.66061(N) 074 00 24.37528(W)   ADJUSTED
 AB3784* NAD 83(2011) ELLIP HT-   -30.661 (meters)        (06/27/12)   ADJUSTED
 AB3784* NAD 83(2011) EPOCH   -  2010.00
 AB3784* NAVD 88 ORTHO HEIGHT -     1.784 (meters)        5.85  (feet) ADJUSTED
 AB3784  ______________________________________________________________________
 AB3784  GEOID HEIGHT    -        -32.446 (meters)                     GEOID18
 AB3784  NAD 83(2011) X  -  1,338,858.582 (meters)                     COMP
 AB3784  NAD 83(2011) Y  - -4,671,238.107 (meters)                     COMP
 AB3784  NAD 83(2011) Z  -  4,117,399.376 (meters)                     COMP
 AB3784  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 AB3784  DYNAMIC HEIGHT  -          1.783 (meters)        5.85  (feet) COMP
 AB3784  MODELED GRAVITY -    980,203.9   (mgal)                       NAVD 88
 AB3784
 AB3784  VERT ORDER      -  FIRST     CLASS II
 AB3784
 AB3784  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3784  Standards:
 AB3784         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3784            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3784  -------------------------------------------------------------------
 AB3784  NETWORK    0.17   0.27           0.08   0.06   0.14      0.05546819
 AB3784  -------------------------------------------------------------------
 AB3784  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB3784
 AB3784.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3784.been affixed to the stable North American tectonic plate. See 
 AB3784.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3784
 AB3784.The horizontal coordinates are valid at the epoch date displayed above
 AB3784.which is a decimal equivalence of Year/Month/Day.
 AB3784
 AB3784.The orthometric height was determined by differential leveling and
 AB3784.adjusted by the NATIONAL GEODETIC SURVEY
 AB3784.in May 2006.
 AB3784
 AB3784.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3784.GEOID18 height accuracy estimate available here.
 AB3784
 AB3784.This Tidal Bench Mark is designated as VM 19513
 AB3784.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB3784
 AB3784.Click photographs - Photos may exist for this station.
 AB3784
 AB3784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3784
 AB3784.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB3784
 AB3784.The ellipsoidal height was determined by GPS observations
 AB3784.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AB3784
 AB3784;                    North         East     Units Scale Factor Converg.
 AB3784;SPC NJ       -   181,279.645   191,827.433   MT  0.99992153   +0 19 12.4
 AB3784;SPC NJ       -   594,748.30    629,353.84   sFT  0.99992153   +0 19 12.4
 AB3784;UTM  18      - 4,479,863.803   584,204.298   MT  0.99968728   +0 38 40.7
 AB3784
 AB3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3784!SPC NJ       -   1.00000481  x   0.99992153  =   0.99992634
 AB3784!UTM  18      -   1.00000481  x   0.99968728  =   0.99969209
 AB3784
 AB3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8420479863(NAD 83)
 AB3784
 AB3784|---------------------------------------------------------------------|
 AB3784| PID    Reference Object                     Distance      Geod. Az  |
 AB3784|                                                           dddmmss.s |
 AB3784| KV0707 SIMPSON 2 RM 3                      367.863 METERS 34300     |
 AB3784|---------------------------------------------------------------------|
 AB3784
 AB3784                          SUPERSEDED SURVEY CONTROL
 AB3784
 AB3784  NAD 83(2007)-  40 27 54.66094(N)    074 00 24.37593(W) AD(2002.00) 0
 AB3784  ELLIP H (02/10/07)  -30.638  (m)                       GP(2002.00)    
 AB3784  ELLIP H (09/24/01)  -30.611  (m)                       GP(       ) 4 1
 AB3784  NAD 83(1996)-  40 27 54.66101(N)    074 00 24.37641(W) AD(       ) A
 AB3784  ELLIP H (07/24/97)  -30.634  (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)  -30.614  (m)                       GP(1996.00) 1 1
 AB3784  NAVD 88 (07/26/02)    1.790  (m)            5.87   (f) SUPERSEDED  1 2
 AB3784  NAVD 88               1.78   (m)            5.8    (f) LEVELING    3  
 AB3784  NAVD 88 (09/26/96)    1.780  (m)            5.84   (f) SUPERSEDED  1 2
 AB3784  NAVD 88 (06/07/96)    1.8    (m)  GEOID93  model used  GPS OBS        
 AB3784
 AB3784.Superseded values are not recommended for survey control.
 AB3784
 AB3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3784.See file dsdata.pdf to determine how the superseded data were derived.
 AB3784
 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                          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 = JULY 24, 2026 22:12:30 EDT
 DF7147 ***********************************************************************
 DF7147  DESIGNATION -  HOPATCONG
 DF7147  PID         -  DF7147
 DF7147  STATE/COUNTY-  NJ/MORRIS
 DF7147  COUNTRY     -  US
 DF7147  USGS QUAD   -  STANHOPE (2016)
 DF7147
 DF7147                         *CURRENT SURVEY CONTROL
 DF7147  ______________________________________________________________________
 DF7147* NAD 83(2011) POSITION- 40 55 01.38519(N) 074 39 49.09543(W)   ADJUSTED
 DF7147* NAD 83(2011) ELLIP HT-   254.487 (meters)        (06/27/12)   ADJUSTED
 DF7147* NAD 83(2011) EPOCH   -  2010.00
 DF7147* NAVD 88 ORTHO HEIGHT -   287.201 (meters)      942.26  (feet) ADJUSTED
 DF7147  ______________________________________________________________________
 DF7147  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 DF7147  NAD 83(2011) X  -  1,276,622.646 (meters)                     COMP
 DF7147  NAD 83(2011) Y  - -4,654,937.418 (meters)                     COMP
 DF7147  NAD 83(2011) Z  -  4,155,633.354 (meters)                     COMP
 DF7147  LAPLACE CORR    -          2.70  (seconds)                    DEFLEC18
 DF7147  DYNAMIC HEIGHT  -        287.069 (meters)      941.83  (feet) COMP
 DF7147  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 DF7147
 DF7147  VERT ORDER      -  SECOND    CLASS II
 DF7147
 DF7147  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7147  Standards:
 DF7147         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7147            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7147  -------------------------------------------------------------------
 DF7147  NETWORK    0.64   1.71           0.30   0.20   0.87      0.05341834
 DF7147  -------------------------------------------------------------------
 DF7147  Click here for local accuracies and other accuracy information.
 DF7147
 DF7147.The horizontal coordinates were established by GPS observations
 DF7147.and adjusted by the National Geodetic Survey in June 2012.
 DF7147
 DF7147.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7147.been affixed to the stable North American tectonic plate. See 
 DF7147.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7147
 DF7147.The horizontal coordinates are valid at the epoch date displayed above
 DF7147.which is a decimal equivalence of Year/Month/Day.
 DF7147
 DF7147.The orthometric height was determined by differential leveling and
 DF7147.adjusted by the NATIONAL GEODETIC SURVEY
 DF7147.in March 2005.
 DF7147
 DF7147.No vertical observational check was made to the station.
 DF7147
 DF7147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7147.GEOID18 height accuracy estimate available here.
 DF7147
 DF7147.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 DF7147
 DF7147.The ellipsoidal height was determined by GPS observations
 DF7147.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DF7147
 DF7147;                    North         East     Units Scale Factor Converg.
 DF7147;SPC NJ       -   231,349.682   136,216.449   MT  0.99990234   -0 06 25.8
 DF7147;SPC NJ       -   759,019.75    446,903.47   sFT  0.99990234   -0 06 25.8
 DF7147;UTM  18      - 4,529,603.506   528,324.050   MT  0.99960987   +0 13 13.1
 DF7147
 DF7147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7147!SPC NJ       -   0.99996008  x   0.99990234  =   0.99986243
 DF7147!UTM  18      -   0.99996008  x   0.99960987  =   0.99956997
 DF7147
 DF7147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2832429603(NAD 83)
 DF7147
 DF7147                          SUPERSEDED SURVEY CONTROL
 DF7147
 DF7147  NAD 83(2007)-  40 55 01.38539(N)    074 39 49.09611(W) AD(2002.00) 0
 DF7147  ELLIP H (02/10/07)  254.495  (m)                       GP(2002.00)    
 DF7147  NAD 83(1996)-  40 55 01.38547(N)    074 39 49.09626(W) AD(       ) B
 DF7147  ELLIP H (06/06/05)  254.501  (m)                       GP(       ) 3 1
 DF7147  NAVD 88             287.20   (m)          942.3    (f) LEVELING    3  
 DF7147
 DF7147.Superseded values are not recommended for survey control.
 DF7147
 DF7147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7147.See file dsdata.pdf to determine how the superseded data were derived.
 DF7147
 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: N = NO MAGNETIC MATERIAL
 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 - December 06, 2019
 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  HISTORY     - 20110623 GOOD             JMT
 DF7147  HISTORY     - 20191206 GOOD             RAS
 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                          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.
 DF7147
 DF7147                          STATION RECOVERY (2011)
 DF7147
 DF7147'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2011 (PJM)
 DF7147'RECOVERED IN GOOD CONDITION.
 DF7147
 DF7147                          STATION RECOVERY (2019)
 DF7147
 DF7147'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2019 (MK)
 DF7147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3405 ***********************************************************************
 JU3405  DESIGNATION -  HOPE
 JU3405  PID         -  JU3405
 JU3405  STATE/COUNTY-  NJ/SALEM
 JU3405  COUNTRY     -  US
 JU3405  USGS QUAD   -  CANTON (2019)
 JU3405
 JU3405                         *CURRENT SURVEY CONTROL
 JU3405  ______________________________________________________________________
 JU3405* NAD 83(1996) POSITION- 39 26 59.68586(N) 075 29 52.69794(W)   ADJUSTED
 JU3405* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3405  ______________________________________________________________________
 JU3405  GEOID HEIGHT    -        -33.743 (meters)                     GEOID18
 JU3405  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3405.GEOID18 height accuracy estimate available here.
 JU3405
 JU3405.Click photographs - Photos may exist for this station.
 JU3405
 JU3405.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3405
 JU3405. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000518  x   0.99999081  =   0.99999599
 JU3405!UTM  18      -   1.00000518  x   0.99962260  =   0.99962778
 JU3405
 JU3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5715466824(NAD 83)
 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
 JU3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3405.See file dsdata.pdf to determine how the superseded data were derived.
 JU3405
 JU3405_MARKER: Z = SEE DESCRIPTION
 JU3405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU3405_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3405_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = JULY 24, 2026 22:12:30 EDT
 JU2904 ***********************************************************************
 JU2904  DESIGNATION -  HOPE 1951
 JU2904  PID         -  JU2904
 JU2904  STATE/COUNTY-  NJ/CAPE MAY
 JU2904  COUNTRY     -  US
 JU2904  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2904
 JU2904                         *CURRENT SURVEY CONTROL
 JU2904  ______________________________________________________________________
 JU2904* NAD 83(1996) POSITION- 39 07 43.13980(N) 074 43 46.06613(W)   ADJUSTED
 JU2904* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2904  ______________________________________________________________________
 JU2904  GEOID HEIGHT    -        -35.098 (meters)                     GEOID18
 JU2904  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2904.GEOID18 height accuracy estimate available here.
 JU2904
 JU2904.Click photographs - Photos may exist for this station.
 JU2904
 JU2904.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2904
 JU2904. The following values were computed from the NAD 83(1996) position.
 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  =   0.99961214
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2338331088(NAD 83)
 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
 JU2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2904.See file dsdata.pdf to determine how the superseded data were derived.
 JU2904
 JU2904_MARKER: DS = TRIANGULATION STATION DISK
 JU2904_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV5777 ***********************************************************************
 KV5777  DESIGNATION -  HOPEWELL ST MICHAELS SCH CROSS
 KV5777  PID         -  KV5777
 KV5777  STATE/COUNTY-  NJ/MERCER
 KV5777  COUNTRY     -  US
 KV5777  USGS QUAD   -  HOPEWELL (2019)
 KV5777
 KV5777                         *CURRENT SURVEY CONTROL
 KV5777  ______________________________________________________________________
 KV5777* NAD 83(1996) POSITION- 40 23 06.68244(N) 074 45 12.36783(W)   ADJUSTED
 KV5777  ______________________________________________________________________
 KV5777  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 KV5777  LAPLACE CORR    -          4.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5777.GEOID18 height accuracy estimate available here.
 KV5777
 KV5777.Click photographs - Photos may exist for this station.
 KV5777
 KV5777.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5777
 KV5777. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2092770540(NAD 83)
 KV5777
 KV5777                          SUPERSEDED SURVEY CONTROL
 KV5777
 KV5777  NAD 83(1986)-  40 23 06.68046(N)    074 45 12.36925(W) AD(       ) 3
 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
 KV5777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5777.See file dsdata.pdf to determine how the superseded data were derived.
 KV5777
 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 = JULY 24, 2026 22:12:30 EDT
 KV4938 ***********************************************************************
 KV4938  DESIGNATION -  HORSE SHOE
 KV4938  PID         -  KV4938
 KV4938  STATE/COUNTY-  NJ/MONMOUTH
 KV4938  COUNTRY     -  US
 KV4938  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4938
 KV4938                         *CURRENT SURVEY CONTROL
 KV4938  ______________________________________________________________________
 KV4938* NAD 83(1996) POSITION- 40 26 56.77401(N) 074 00 10.39548(W)   ADJUSTED
 KV4938* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4938  ______________________________________________________________________
 KV4938  GEOID HEIGHT    -        -32.478 (meters)                     GEOID18
 KV4938  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4938.GEOID18 height accuracy estimate available here.
 KV4938
 KV4938.Click photographs - Photos may exist for this station.
 KV4938
 KV4938.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4938
 KV4938. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000468  x   0.99992188  =   0.99992656
 KV4938!UTM  18      -   1.00000468  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8455378082(NAD 83)
 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      465.069 METERS 0593358.0 |
 KV4938| KV4939 ARROW 1944                          139.704 METERS 12616     |
 KV4938| KU2819 HIGHLANDS SCHOOL                    APPROX. 5.1 KM 1740138.2 |
 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
 KV4938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4938.See file dsdata.pdf to determine how the superseded data were derived.
 KV4938
 KV4938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV4938_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4841 ***********************************************************************
 KV4841  DESIGNATION -  HOS
 KV4841  PID         -  KV4841
 KV4841  STATE/COUNTY-  NJ/MIDDLESEX
 KV4841  COUNTRY     -  US
 KV4841  USGS QUAD   -  PERTH AMBOY (2016)
 KV4841
 KV4841                         *CURRENT SURVEY CONTROL
 KV4841  ______________________________________________________________________
 KV4841* NAD 83(1996) POSITION- 40 31 28.16193(N) 074 19 29.18872(W)   ADJUSTED
 KV4841* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) SCALED
 KV4841  ______________________________________________________________________
 KV4841  GEOID HEIGHT    -        -32.634 (meters)                     GEOID18
 KV4841  LAPLACE CORR    -          5.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4841.GEOID18 height accuracy estimate available here.
 KV4841
 KV4841.Click photographs - Photos may exist for this station.
 KV4841
 KV4841.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4841
 KV4841. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4841:SPC NJ       -  RARITAN ARSENAL TANK                     238 37 38.0
 KV4841:SPC NY L     -  RARITAN ARSENAL TANK                     238 57 12.6
 KV4841:UTM  18      -  RARITAN ARSENAL TANK                     238 18 08.4
 KV4841
 KV4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5719386192(NAD 83)
 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
 KV4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4841.See file dsdata.pdf to determine how the superseded data were derived.
 KV4841
 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 = JULY 24, 2026 22:12:30 EDT
 KV4212 ***********************************************************************
 KV4212  DESIGNATION -  HOSP
 KV4212  PID         -  KV4212
 KV4212  STATE/COUNTY-  NJ/PASSAIC
 KV4212  COUNTRY     -  US
 KV4212  USGS QUAD   -  ORANGE (2016)
 KV4212
 KV4212                         *CURRENT SURVEY CONTROL
 KV4212  ______________________________________________________________________
 KV4212* NAD 83(2011) POSITION- 40 51 03.58066(N) 074 07 43.42813(W)   ADJUSTED
 KV4212* NAD 83(2011) ELLIP HT-    35.402 (meters)        (06/27/12)   ADJUSTED
 KV4212* NAD 83(2011) EPOCH   -  2010.00
 KV4212* NAVD 88 ORTHO HEIGHT -    67.6   (meters)      222.    (feet) GPS OBS
 KV4212  ______________________________________________________________________
 KV4212  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4212  GEOID HEIGHT    -        -32.160 (meters)                     GEOID18
 KV4212  NAD 83(2011) X  -  1,321,292.221 (meters)                     COMP
 KV4212  NAD 83(2011) Y  - -4,647,275.507 (meters)                     COMP
 KV4212  NAD 83(2011) Z  -  4,149,943.762 (meters)                     COMP
 KV4212  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 KV4212
 KV4212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4212  Standards:
 KV4212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4212  -------------------------------------------------------------------
 KV4212  NETWORK    0.61   1.06           0.26   0.24   0.54      0.01487449
 KV4212  -------------------------------------------------------------------
 KV4212  Click here for local accuracies and other accuracy information.
 KV4212
 KV4212.The horizontal coordinates were established by GPS observations
 KV4212.and adjusted by the National Geodetic Survey in June 2012.
 KV4212
 KV4212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4212.been affixed to the stable North American tectonic plate. See 
 KV4212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4212
 KV4212.The horizontal coordinates are valid at the epoch date displayed above
 KV4212.which is a decimal equivalence of Year/Month/Day.
 KV4212
 KV4212.The orthometric height was determined by GPS observations and a
 KV4212.high-resolution geoid model.
 KV4212
 KV4212.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4212.GEOID18 height accuracy estimate available here.
 KV4212
 KV4212.Click photographs - Photos may exist for this station.
 KV4212
 KV4212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4212
 KV4212.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4212
 KV4212.The ellipsoidal height was determined by GPS observations
 KV4212.and is referenced to NAD 83.
 KV4212
 KV4212. The following values were computed from the NAD 83(2011) position.
 KV4212
 KV4212;                    North         East     Units Scale Factor Converg.
 KV4212;SPC NJ       -   224,068.146   181,304.009   MT  0.99991206   +0 14 34.3
 KV4212;SPC NJ       -   735,130.24    594,828.24   sFT  0.99991206   +0 14 34.3
 KV4212;SPC NY L     -    76,000.184   289,144.979   MT  0.99999490   -0 05 03.1
 KV4212;SPC NY L     -   249,343.94    948,636.49   sFT  0.99999490   -0 05 03.1
 KV4212;UTM  18      - 4,522,581.519   573,440.323   MT  0.99966638   +0 34 11.7
 KV4212
 KV4212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4212!SPC NJ       -   0.99999445  x   0.99991206  =   0.99990651
 KV4212!SPC NY L     -   0.99999445  x   0.99999490  =   0.99998935
 KV4212!UTM  18      -   0.99999445  x   0.99966638  =   0.99966083
 KV4212
 KV4212:                Primary Azimuth Mark                     Grid Az
 KV4212:SPC NJ       -  PASSAIC ST JOHNS CHURCH SPIRE            003 54 31.7
 KV4212:SPC NY L     -  PASSAIC ST JOHNS CHURCH SPIRE            004 14 09.1
 KV4212:UTM  18      -  PASSAIC ST JOHNS CHURCH SPIRE            003 34 54.3
 KV4212
 KV4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7344022581(NAD 83)
 KV4212
 KV4212|---------------------------------------------------------------------|
 KV4212| PID    Reference Object                     Distance      Geod. Az  |
 KV4212|                                                           dddmmss.s |
 KV4212| KV4215 PASSAIC ST JOHNS CHURCH SPIRE       APPROX. 1.9 KM 0040906.0 |
 KV4212| KV3925 PASSAIC BOTANY WORSTED CHIMNEY      APPROX. 2.6 KM 0193035.9 |
 KV4212| KV3951 PASSAIC WOOLEN SPINNING CO TK       APPROX. 2.1 KM 0574240.4 |
 KV4212| KV3935 PASSAIC PATTERSON PARCH CHIM        APPROX. 1.6 KM 0671318.0 |
 KV4212| KV3980 WALLINGTON ROEHRS NURSERY CHIM      APPROX. 1.9 KM 1053303.4 |
 KV4212| KV3975 E RUTHERFORD STAND BLEACH CHIM      APPROX. 1.4 KM 1260817.5 |
 KV4212| CB5189 HOSP RM 1                             1.733 METERS 12806     |
 KV4212| KV4207 DELAWANNA GOODLATTE OILCL TANK      APPROX. 2.0 KM 1841853.7 |
 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 3324628.4 |
 KV4212|---------------------------------------------------------------------|
 KV4212
 KV4212                          SUPERSEDED SURVEY CONTROL
 KV4212
 KV4212  NAD 83(2007)-  40 51 03.58085(N)    074 07 43.42890(W) AD(2002.00) 0
 KV4212  ELLIP H (02/10/07)   35.419  (m)                       GP(2002.00)    
 KV4212  ELLIP H (10/23/02)   35.420  (m)                       GP(       ) 4 1
 KV4212  NAD 83(1996)-  40 51 03.58108(N)    074 07 43.42940(W) AD(       ) 1
 KV4212  ELLIP H (05/14/99)   35.429  (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
 KV4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4212.See file dsdata.pdf to determine how the superseded data were derived.
 KV4212
 KV4212_MARKER: DS = TRIANGULATION STATION DISK
 KV4212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV5078 ***********************************************************************
 KV5078  DESIGNATION -  HOSPITAL
 KV5078  PID         -  KV5078
 KV5078  STATE/COUNTY-  NJ/MONMOUTH
 KV5078  COUNTRY     -  US
 KV5078  USGS QUAD   -  MARLBORO (2016)
 KV5078
 KV5078                         *CURRENT SURVEY CONTROL
 KV5078  ______________________________________________________________________
 KV5078* NAD 83(1996) POSITION- 40 20 47.89078(N) 074 13 48.13148(W)   ADJUSTED
 KV5078* NAVD 88 ORTHO HEIGHT -    63.    (meters)      207.    (feet) SCALED
 KV5078  ______________________________________________________________________
 KV5078  GEOID HEIGHT    -        -32.333 (meters)                     GEOID18
 KV5078  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5078.GEOID18 height accuracy estimate available here.
 KV5078
 KV5078.Click photographs - Photos may exist for this station.
 KV5078
 KV5078.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5078
 KV5078. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999512  x   0.99990647  =   0.99990159
 KV5078!UTM  18      -   0.99999512  x   0.99965263  =   0.99964775
 KV5078
 KV5078:                Primary Azimuth Mark                     Grid Az
 KV5078:SPC NJ       -  HOSPITAL AZ MK                           287 44 44.3
 KV5078:UTM  18      -  HOSPITAL AZ MK                           287 25 18.9
 KV5078
 KV5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6539066516(NAD 83)
 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            104.048 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
 KV5078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5078.See file dsdata.pdf to determine how the superseded data were derived.
 KV5078
 KV5078_MARKER: DS = TRIANGULATION STATION DISK
 KV5078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5078_STAMPING: HOSPITAL 1935
 KV5078_MARK LOGO: CGS
 KV5078_PROJECTION: FLUSH
 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 - November 28, 2014
 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  HISTORY     - 20121212 GOOD             INDIV
 KV5078  HISTORY     - 20141128 GOOD             GEOCAC
 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).
 KV5078
 KV5078                          STATION RECOVERY (2012)
 KV5078
 KV5078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (GPY)
 KV5078'RECOVERED IN GOOD CONDITION.
 KV5078
 KV5078                          STATION RECOVERY (2014)
 KV5078
 KV5078'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 KV5078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2758 ***********************************************************************
 JU2758  DESIGNATION -  HOTEL
 JU2758  PID         -  JU2758
 JU2758  STATE/COUNTY-  NJ/ATLANTIC
 JU2758  COUNTRY     -  US
 JU2758  USGS QUAD   -  BRIGANTINE INLET (2019)
 JU2758
 JU2758                         *CURRENT SURVEY CONTROL
 JU2758  ______________________________________________________________________
 JU2758* NAD 83(1996) POSITION- 39 23 58.44594(N) 074 22 17.43422(W)   ADJUSTED
 JU2758* NAVD 88 ORTHO HEIGHT -    37.7   (meters)      124.    (feet) VERTCON3
 JU2758  ______________________________________________________________________
 JU2758  GEOID HEIGHT    -        -34.330 (meters)                     GEOID18
 JU2758  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2758.GEOID18 height accuracy estimate available here.
 JU2758
 JU2758.Click photographs - Photos may exist for this station.
 JU2758
 JU2758.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2758
 JU2758. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999947  x   0.99990151  =   0.99990098
 JU2758!UTM  18      -   0.99999947  x   0.99963605  =   0.99963552
 JU2758
 JU2758:                Primary Azimuth Mark                     Grid Az
 JU2758:SPC NJ       -  BRIGANTINE MUNICIPAL TK NEW              335 19 21.4
 JU2758:UTM  18      -  BRIGANTINE MUNICIPAL TK NEW              335 00 18.9
 JU2758
 JU2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5411461307(NAD 83)
 JU2758
 JU2758|---------------------------------------------------------------------|
 JU2758| PID    Reference Object                     Distance      Geod. Az  |
 JU2758|                                                           dddmmss.s |
 JU2758| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX.13.6 KM 0123318.8 |
 JU2758| CB2090 HOTEL RM 4 AZ MK                                   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 0373814.9 |
 JU2758| CB2087 HOTEL RM 1                            2.068 METERS 14636     |
 JU2758| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 7.0 KM 2280439.2 |
 JU2758| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 5.7 KM 2361117.5 |
 JU2758| JU2862 MARGATE CITY WATER TANK             APPROX.13.4 KM 2372445.8 |
 JU2758| JU2821 BRIGANTINE S WATER TANK NEW         APPROX. 2.3 KM 2472433.5 |
 JU2758| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX. 7.4 KM 2493452.8 |
 JU2758| JU2793 ATLANTIC CITY RAD WFPG FM MAST      APPROX. 7.0 KM 2504824.2 |
 JU2758| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 1.7 KM 2532729.9 |
 JU2758| CB2089 HOTEL RM 3                            4.206 METERS 26003     |
 JU2758| JU2826 PLEASANTVILLE WATER TANK            APPROX.14.7 KM 2603628.2 |
 JU2758| JU2827 PLEASANTVILLE HAMMELL MON TANK      APPROX.13.9 KM 2671852.3 |
 JU2758| JU2810 SEAVIEW COUNTRY CLUB STANDPIPE      APPROX.10.5 KM 3020159.5 |
 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
 JU2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2758.See file dsdata.pdf to determine how the superseded data were derived.
 JU2758
 JU2758_MARKER: DS = TRIANGULATION STATION DISK
 JU2758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2758_SP_SET: BUILDING ROOF
 JU2758_STAMPING: HOTEL 1931
 JU2758_MARK LOGO: CGS
 JU2758_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2758+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2017
 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  HISTORY     - 20171201 GOOD             INDIV
 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.
 JU2758
 JU2758                          STATION RECOVERY (2017)
 JU2758
 JU2758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (MD)
 JU2758'THE STATION IS LOCATED IN THE CENTER OF WESTERN PENTHOUSE ROOF, TAKE
 JU2758'STAIRWELL TO TENTH FLOOR ROOF AND USE LADDER TO ACCESS PENTHOUSE ROOF.
 JU2758'CONTACTED CITY OF BRIGANTINE PUBLIC WORKS AND HOTEL MAINTENANCE
 JU2758'SUPERVISOR FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4039 ***********************************************************************
 KV4039  DESIGNATION -  HOTEL
 KV4039  PID         -  KV4039
 KV4039  STATE/COUNTY-  NJ/PASSAIC
 KV4039  COUNTRY     -  US
 KV4039  USGS QUAD   -  WEEHAWKEN (2016)
 KV4039
 KV4039                         *CURRENT SURVEY CONTROL
 KV4039  ______________________________________________________________________
 KV4039* NAD 83(1996) POSITION- 40 49 21.99370(N) 074 07 27.82445(W)   ADJUSTED
 KV4039* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4039  ______________________________________________________________________
 KV4039  GEOID HEIGHT    -        -32.158 (meters)                     GEOID18
 KV4039  LAPLACE CORR    -          6.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4039.GEOID18 height accuracy estimate available here.
 KV4039
 KV4039.Click photographs - Photos may exist for this station.
 KV4039
 KV4039.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4039
 KV4039. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7383619452(NAD 83)
 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  USSD        -  40 49 22.00900(N)    074 07 29.20200(W) AD(       ) 3
 KV4039
 KV4039.Superseded values are not recommended for survey control.
 KV4039
 KV4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4039.See file dsdata.pdf to determine how the superseded data were derived.
 KV4039
 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 = JULY 24, 2026 22:12:30 EDT
 KV5148 ***********************************************************************
 KV5148  DESIGNATION -  HOTEL
 KV5148  PID         -  KV5148
 KV5148  STATE/COUNTY-  NJ/MONMOUTH
 KV5148  COUNTRY     -  US
 KV5148  USGS QUAD   -  ASBURY PARK (2019)
 KV5148
 KV5148                         *CURRENT SURVEY CONTROL
 KV5148  ______________________________________________________________________
 KV5148* NAD 83(1996) POSITION- 40 11 13.42320(N) 074 02 25.50502(W)   ADJUSTED
 KV5148  ______________________________________________________________________
 KV5148  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 KV5148  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5148.GEOID18 height accuracy estimate available here.
 KV5148
 KV5148.Click photographs - Photos may exist for this station.
 KV5148
 KV5148.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5148
 KV5148. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8168648961(NAD 83)
 KV5148
 KV5148                          SUPERSEDED SURVEY CONTROL
 KV5148
 KV5148  NAD 83(1986)-  40 11 13.42141(N)    074 02 25.49955(W) AD(       ) 3
 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
 KV5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5148.See file dsdata.pdf to determine how the superseded data were derived.
 KV5148
 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 = JULY 24, 2026 22:12:30 EDT
 CB2090 ***********************************************************************
 CB2090  DESIGNATION -  HOTEL RM 4 AZ MK
 CB2090  PID         -  CB2090
 CB2090  STATE/COUNTY-  NJ/ATLANTIC
 CB2090  COUNTRY     -  US
 CB2090  USGS QUAD   -  BRIGANTINE INLET (2019)
 CB2090
 CB2090                         *CURRENT SURVEY CONTROL
 CB2090  ______________________________________________________________________
 CB2090* NAD 83(1986) POSITION- 39 24 16.57   (N) 074 22 11.01   (W)   HD_HELD1
 CB2090* NAVD 88 ORTHO HEIGHT -     2.234 (meters)        7.33  (feet) ADJUSTED
 CB2090  ______________________________________________________________________
 CB2090  GEOID HEIGHT    -        -34.310 (meters)                     GEOID18
 CB2090  DYNAMIC HEIGHT  -          2.233 (meters)        7.33  (feet) COMP
 CB2090  MODELED GRAVITY -    980,113.6   (mgal)                       NAVD 88
 CB2090
 CB2090  VERT ORDER      -  FIRST     CLASS II
 CB2090
 CB2090.The horizontal coordinates were determined by differentially corrected
 CB2090.hand held GPS observations or other comparable positioning techniques
 CB2090.and have an estimated accuracy of +/- 3 meters.
 CB2090
 CB2090.The orthometric height was determined by differential leveling and
 CB2090.adjusted by the NATIONAL GEODETIC SURVEY
 CB2090.in March 2022.
 CB2090
 CB2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2090.GEOID18 height accuracy estimate available here.
 CB2090
 CB2090.Click photographs - Photos may exist for this station.
 CB2090
 CB2090.The dynamic height is computed by dividing the NAVD 88
 CB2090.geopotential number by the normal gravity value computed on the
 CB2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2090.degrees latitude (g = 980.6199 gals.).
 CB2090
 CB2090.The modeled gravity was interpolated from observed gravity values.
 CB2090
 CB2090;                    North         East    Units  Estimated Accuracy
 CB2090;SPC NJ       -    63,422.8     161,219.6     MT  (+/- 3 meters HH1 GPS) 
 CB2090
 CB2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5426461866(NAD 83)
 CB2090
 CB2090                          SUPERSEDED SURVEY CONTROL
 CB2090
 CB2090.No superseded survey control is available for this station.
 CB2090
 CB2090_MARKER: DR = REFERENCE MARK DISK
 CB2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2090_STAMPING: HOTEL NO 4 1932
 CB2090_MARK LOGO: CGS
 CB2090_PROJECTION: PROJECTING 15 CENTIMETERS
 CB2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2090+STABILITY: SURFACE MOTION
 CB2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB2090+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 CB2090
 CB2090  HISTORY     - Date     Condition        Report By
 CB2090  HISTORY     - 1932     MONUMENTED       CGS
 CB2090  HISTORY     - 20210607 GOOD             NJGS
 CB2090
 CB2090                          STATION DESCRIPTION
 CB2090
 CB2090'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 CB2090'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF OCEANVILLE,
 CB2090'4.0 MI (6.4 KM) NORTHEAST OF ATLANTIC CITY AND IN THE TOWN OF
 CB2090'BRIGANTINE, NJ.
 CB2090'
 CB2090'IN THE TOWN OF BRIGANTINE SET IN THE SIDEWALK AREA ON THE SOUTHWEST
 CB2090'SIDE OF NINTH STREET, ABOUT 300 FT (91.4 M) NORTHWEST OF THE
 CB2090'CENTERLINE OF WEST BRIGANTINE AVENUE.
 CB2090'
 CB2090'THE STATION IS 123.91 FT (37.8 M) WEST FROM POLE A4800, 38.16 FT (11.6
 CB2090'M) WEST FROM THE CENTERLINE OF DRIVEWAY TO HOUSE NUMBER 242, 40.25 FT
 CB2090'(12.3 M) NORTHEAST FROM THE NORTHEAST CORNER OF HOUSE NUMBER 238,
 CB2090'25.58 FT (7.8 M) EAST FROM POLE A5116 AND 16.91 FT (5.2 M) SOUTH FROM
 CB2090'THE CENTERLINE OF NINTH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3920 ***********************************************************************
 KV3920  DESIGNATION -  HOUSE
 KV3920  PID         -  KV3920
 KV3920  STATE/COUNTY-  NJ/BERGEN
 KV3920  COUNTRY     -  US
 KV3920  USGS QUAD   -  HACKENSACK (2019)
 KV3920
 KV3920                         *CURRENT SURVEY CONTROL
 KV3920  ______________________________________________________________________
 KV3920* NAD 83(1996) POSITION- 40 52 30.08878(N) 074 02 07.38724(W)   ADJUSTED
 KV3920* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV3920  ______________________________________________________________________
 KV3920  GEOID HEIGHT    -        -31.835 (meters)                     GEOID18
 KV3920  LAPLACE CORR    -          8.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3920.GEOID18 height accuracy estimate available here.
 KV3920
 KV3920.Click photographs - Photos may exist for this station.
 KV3920
 KV3920.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3920
 KV3920. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV3920:SPC NJ       -  HURST                                    346 58 26.9
 KV3920:SPC NY L     -  HURST                                    347 18 04.8
 KV3920:UTM  18      -  HURST                                    346 38 48.9
 KV3920
 KV3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8127925331(NAD 83)
 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
 KV3920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3920.See file dsdata.pdf to determine how the superseded data were derived.
 KV3920
 KV3920_MARKER: DS = TRIANGULATION STATION DISK
 KV3920_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3920_MARK LOGO: CGS
 KV3920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4709 ***********************************************************************
 KV4709  DESIGNATION -  HOUSE OF PRAYER SPIRE
 KV4709  PID         -  KV4709
 KV4709  STATE/COUNTY-  NJ/ESSEX
 KV4709  COUNTRY     -  US
 KV4709  USGS QUAD   -  ELIZABETH (2016)
 KV4709
 KV4709                         *CURRENT SURVEY CONTROL
 KV4709  ______________________________________________________________________
 KV4709* NAD 83(1996) POSITION- 40 44 53.28481(N) 074 10 15.23421(W)   ADJUSTED
 KV4709  ______________________________________________________________________
 KV4709  GEOID HEIGHT    -        -32.311 (meters)                     GEOID18
 KV4709  LAPLACE CORR    -          5.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4709.GEOID18 height accuracy estimate available here.
 KV4709
 KV4709.Click photographs - Photos may exist for this station.
 KV4709
 KV4709.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4709
 KV4709. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6999311128(NAD 83)
 KV4709
 KV4709                          SUPERSEDED SURVEY CONTROL
 KV4709
 KV4709  NAD 83(1996)-  40 44 53.28465(N)    074 10 15.23440(W) AD(       ) 3
 KV4709  NAD 83(1986)-  40 44 53.28164(N)    074 10 15.23728(W) AD(       ) 3
 KV4709  NAD 27      -  40 44 52.91600(N)    074 10 16.71700(W) AD(       ) 3
 KV4709  USSD        -  40 44 53.30000(N)    074 10 16.60000(W) AD(       ) 3
 KV4709
 KV4709.Superseded values are not recommended for survey control.
 KV4709
 KV4709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4709.See file dsdata.pdf to determine how the superseded data were derived.
 KV4709
 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 = JULY 24, 2026 22:12:30 EDT
 JU2738 ***********************************************************************
 JU2738  DESIGNATION -  HOWELL
 JU2738  PID         -  JU2738
 JU2738  STATE/COUNTY-  NJ/BURLINGTON
 JU2738  COUNTRY     -  US
 JU2738  USGS QUAD   -  NEW GRETNA (2019)
 JU2738
 JU2738                         *CURRENT SURVEY CONTROL
 JU2738  ______________________________________________________________________
 JU2738* NAD 83(1996) POSITION- 39 34 32.97103(N) 074 27 55.06149(W)   ADJUSTED
 JU2738* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2738  ______________________________________________________________________
 JU2738  GEOID HEIGHT    -        -33.480 (meters)                     GEOID18
 JU2738  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2738.GEOID18 height accuracy estimate available here.
 JU2738
 JU2738.Click photographs - Photos may exist for this station.
 JU2738
 JU2738.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2738
 JU2738. The following values were computed from the NAD 83(1996) position.
 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  =   0.99990511
 JU2738!UTM  18      -   1.00000500  x   0.99962596  =   0.99963096
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4592380816(NAD 83)
 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
 JU2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2738.See file dsdata.pdf to determine how the superseded data were derived.
 JU2738
 JU2738_MARKER: DS = TRIANGULATION STATION DISK
 JU2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2738_STAMPING: HOWELL 1935
 JU2738_MARK LOGO: CGS
 JU2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2738+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0911 ***********************************************************************
 KV0911  DESIGNATION -  HOWELL 1
 KV0911  PID         -  KV0911
 KV0911  STATE/COUNTY-  NJ/MONMOUTH
 KV0911  COUNTRY     -  US
 KV0911  USGS QUAD   -  ADELPHIA (2019)
 KV0911
 KV0911                         *CURRENT SURVEY CONTROL
 KV0911  ______________________________________________________________________
 KV0911* NAD 83(2011) POSITION- 40 14 53.44127(N) 074 15 25.53132(W)   ADJUSTED
 KV0911* NAD 83(2011) ELLIP HT-     6.096 (meters)        (06/27/12)   ADJUSTED
 KV0911* NAD 83(2011) EPOCH   -  2010.00
 KV0911* NAVD 88 ORTHO HEIGHT -    38.450 (meters)      126.15  (feet) ADJUSTED
 KV0911  ______________________________________________________________________
 KV0911  GEOID HEIGHT    -        -32.368 (meters)                     GEOID18
 KV0911  NAD 83(2011) X  -  1,322,678.748 (meters)                     COMP
 KV0911  NAD 83(2011) Y  - -4,692,088.104 (meters)                     COMP
 KV0911  NAD 83(2011) Z  -  4,099,060.938 (meters)                     COMP
 KV0911  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 KV0911  DYNAMIC HEIGHT  -         38.434 (meters)      126.10  (feet) COMP
 KV0911  MODELED GRAVITY -    980,213.6   (mgal)                       NAVD 88
 KV0911
 KV0911  VERT ORDER      -  SECOND    CLASS II
 KV0911
 KV0911  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0911  Standards:
 KV0911         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0911            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0911  -------------------------------------------------------------------
 KV0911  NETWORK    0.38   0.53           0.15   0.16   0.27     -0.00856347
 KV0911  -------------------------------------------------------------------
 KV0911  Click here for local accuracies and other accuracy information.
 KV0911
 KV0911.The horizontal coordinates were established by GPS observations
 KV0911.and adjusted by the National Geodetic Survey in June 2012.
 KV0911
 KV0911.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0911.been affixed to the stable North American tectonic plate. See 
 KV0911.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0911
 KV0911.The horizontal coordinates are valid at the epoch date displayed above
 KV0911.which is a decimal equivalence of Year/Month/Day.
 KV0911
 KV0911.The orthometric height was determined by differential leveling and
 KV0911.adjusted by the NATIONAL GEODETIC SURVEY
 KV0911.in June 1991.
 KV0911
 KV0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0911.GEOID18 height accuracy estimate available here.
 KV0911
 KV0911.Click photographs - Photos may exist for this station.
 KV0911
 KV0911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0911
 KV0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0911
 KV0911.The ellipsoidal height was determined by GPS observations
 KV0911.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0911
 KV0911;                    North         East     Units Scale Factor Converg.
 KV0911;SPC NJ       -   157,096.915   170,665.502   MT  0.99990526   +0 09 25.0
 KV0911;SPC NJ       -   515,408.80    559,925.07   sFT  0.99990526   +0 09 25.0
 KV0911;UTM  18      - 4,455,567.826   563,184.523   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6318455567(NAD 83)
 KV0911
 KV0911                          SUPERSEDED SURVEY CONTROL
 KV0911
 KV0911  NAD 83(2007)-  40 14 53.44173(N)    074 15 25.53178(W) AD(2002.00) 0
 KV0911  ELLIP H (02/10/07)    6.103  (m)                       GP(2002.00)    
 KV0911  ELLIP H (10/23/02)    6.111  (m)                       GP(       ) 4 1
 KV0911  NAD 83(1996)-  40 14 53.44162(N)    074 15 25.53221(W) AD(       ) 1
 KV0911  ELLIP H (05/14/99)    6.107  (m)                       GP(       ) 4 1
 KV0911  NAD 83(1986)-  40 14 53.44255(N)    074 15 25.53439(W) AD(       ) 1
 KV0911  NAVD 88              38.45   (m)          126.1    (f) LEVELING    3  
 KV0911  NGVD 29 (11/26/84)   38.822  (m)          127.37   (f) ADJUSTED    2 0
 KV0911
 KV0911.Superseded values are not recommended for survey control.
 KV0911
 KV0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0911.See file dsdata.pdf to determine how the superseded data were derived.
 KV0911
 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 - April 01, 2011
 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  HISTORY     - 20061102 GOOD             NJGS
 KV0911  HISTORY     - 20110401 GOOD             INDIV
 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.
 KV0911
 KV0911                          STATION RECOVERY (2006)
 KV0911
 KV0911'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV0911'RECOVERED IN GOOD CONDITION.  NOTE CHANGES-- IN ADDITION THE ARCHED
 KV0911'BRIDGE COPING ON THE NORTH SIDE OF THE TRACK WAS CLEARED AND
 KV0911'INSPECTED. THERE WAS NO EVIDENCE OF ANY BOLT ON THAT SIDE.  THE COPING
 KV0911'ON THAT SIDE IS ERODED.
 KV0911
 KV0911                          STATION RECOVERY (2011)
 KV0911
 KV0911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WRA)
 KV0911'RECOVERED AS DESCRIBED,DESCRIPTION IS ADEQUATE, USED FOR GPS, HOWEVER
 KV0911'
 KV0911'DURING MONTHS OF HIGH FLOIAGE, SIGNAL MAY BECOME OBSTRUCTED (JFS)
 KV0911'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0913 ***********************************************************************
 KV0913  DESIGNATION -  HOWELL 2
 KV0913  PID         -  KV0913
 KV0913  STATE/COUNTY-  NJ/MONMOUTH
 KV0913  COUNTRY     -  US
 KV0913  USGS QUAD   -  FARMINGDALE (2016)
 KV0913
 KV0913                         *CURRENT SURVEY CONTROL
 KV0913  ______________________________________________________________________
 KV0913* NAD 83(1986) POSITION- 40 13 52.     (N) 074 13 57.     (W)   SCALED
 KV0913* NAVD 88 ORTHO HEIGHT -    36.793 (meters)      120.71  (feet) ADJUSTED
 KV0913  ______________________________________________________________________
 KV0913  GEOID HEIGHT    -        -32.411 (meters)                     GEOID18
 KV0913  DYNAMIC HEIGHT  -         36.778 (meters)      120.66  (feet) COMP
 KV0913  MODELED GRAVITY -    980,209.6   (mgal)                       NAVD 88
 KV0913
 KV0913  VERT ORDER      -  SECOND    CLASS II
 KV0913
 KV0913.The horizontal coordinates were scaled from a map and have
 KV0913.an estimated accuracy of +/- 6 seconds.
 KV0913
 KV0913.The orthometric height was determined by differential leveling and
 KV0913.adjusted by the NATIONAL GEODETIC SURVEY
 KV0913.in June 1991.
 KV0913
 KV0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0913.GEOID18 height accuracy estimate available here.
 KV0913
 KV0913.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK652536(NAD 83)
 KV0913
 KV0913                          SUPERSEDED SURVEY CONTROL
 KV0913
 KV0913  NGVD 29 (11/26/84)   37.174  (m)          121.96   (f) ADJUSTED    2 0
 KV0913
 KV0913.Superseded values are not recommended for survey control.
 KV0913
 KV0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0913.See file dsdata.pdf to determine how the superseded data were derived.
 KV0913
 KV0913_MARKER: B = BOLT
 KV0913_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0913_SP_SET: HEADWALL
 KV0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0913+STABILITY: SURFACE MOTION
 KV0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0913+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2007
 KV0913
 KV0913  HISTORY     - Date     Condition        Report By
 KV0913  HISTORY     - UNK      MONUMENTED       PRR
 KV0913  HISTORY     - 1935     GOOD             CGS
 KV0913  HISTORY     - 1942     GOOD             CGS
 KV0913  HISTORY     - 20070601 GOOD             NJGS
 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.
 KV0913
 KV0913                          STATION RECOVERY (2007)
 KV0913
 KV0913'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 KV0913'THE STATION IS LOCATED IN HOWELL TOWNSHIP.
 KV0913'
 KV0913'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE ROUTE 79 AND PARK
 KV0913'AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF FREEHOLD, GO
 KV0913'ABOUT 2.6 MI (4.18 KM) EAST TO THE JUNCTION WITH HOWELL ROAD ON THE
 KV0913'RIGHT AND FIVE POINT ROAD ON THE LEFT, TURN RIGHT AND GO 0.5 MI (0.8
 KV0913'KM) SOUTH ON HOWELL ROAD TO THE RAILROAD GRADE CROSSING, TURN LEFT AND
 KV0913'GO ABOUT 0.1 MI (0.16 KM) SOUTHEAST TO THE BRIDGE AND THE STATION, IN
 KV0913'AN ARCH BRIDGE OVER LONG BROOK, IN THE TOP ON THE SOUTHWEST SIDE OF A
 KV0913'STONE CAP HEADWALL,
 KV0913'
 KV0913'6.9 M (22.6 FT) SOUTHWEST OF THE CENTERLINE OF THE TRACKS, 0.35 M (1.1
 KV0913'FT) SOUTHEAST FROM THE SOUTHWEST END OF THE STONE CAP, 188.4 M (618.1
 KV0913'FT) SOUTHEAST FROM THE CENTERLINE OF HOWELL ROAD.  BOTH SIDES OF THE
 KV0913'BRIDGE COPING WERE CLEARED AND INSPECTED.  NO BOLT WAS FOUND ON THE
 KV0913'SOUTH END OF THE EAST COPING AS STATED IN THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3229 ***********************************************************************
 DS3229  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3229  DESIGNATION -  HT 01
 DS3229  PID         -  DS3229
 DS3229  STATE/COUNTY-  NJ/MERCER
 DS3229  COUNTRY     -  US
 DS3229  USGS QUAD   -  PRINCETON (2019)
 DS3229
 DS3229                         *CURRENT SURVEY CONTROL
 DS3229  ______________________________________________________________________
 DS3229* NAD 83(2011) POSITION- 40 15 50.21192(N) 074 40 30.86132(W)   ADJUSTED
 DS3229* NAD 83(2011) ELLIP HT-   -12.538 (meters)        (12/05/24)   ADJUSTED
 DS3229* NAD 83(2011) EPOCH   -  2010.00
 DS3229* NAVD 88 ORTHO HEIGHT -    20.55  (meters)       67.4   (feet) GPS OBS
 DS3229  ______________________________________________________________________
 DS3229  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 DS3229  NAD 83(2011) X  -  1,288,097.942 (meters)                     COMP
 DS3229  NAD 83(2011) Y  - -4,700,511.016 (meters)                     COMP
 DS3229  NAD 83(2011) Z  -  4,100,385.236 (meters)                     COMP
 DS3229  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 DS3229
 DS3229  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3229  Standards:
 DS3229         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3229            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3229  -------------------------------------------------------------------
 DS3229  NETWORK    0.40   1.04           0.18   0.14   0.53     -0.04744758
 DS3229  -------------------------------------------------------------------
 DS3229  Click here for local accuracies and other accuracy information.
 DS3229
 DS3229.The horizontal coordinates were established by GPS observations
 DS3229.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3229
 DS3229.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3229.been affixed to the stable North American tectonic plate. See 
 DS3229.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3229
 DS3229.The horizontal coordinates are valid at the epoch date displayed above
 DS3229.which is a decimal equivalence of Year/Month/Day.
 DS3229
 DS3229.The orthometric height was determined by GPS observations and a
 DS3229.high-resolution geoid model using precise GPS observation and
 DS3229.processing techniques.
 DS3229
 DS3229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3229.GEOID18 height accuracy estimate available here.
 DS3229
 DS3229.Click photographs - Photos may exist for this station.
 DS3229
 DS3229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3229
 DS3229.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3229
 DS3229.The ellipsoidal height was determined by GPS observations
 DS3229.and is referenced to NAD 83.
 DS3229
 DS3229. The following values were computed from the NAD 83(2011) position.
 DS3229
 DS3229;                    North         East     Units Scale Factor Converg.
 DS3229;SPC NJ       -   158,834.221   135,094.907   MT  0.99990273   -0 06 47.7
 DS3229;SPC NJ       -   521,108.61    443,223.87   sFT  0.99990273   -0 06 47.7
 DS3229;UTM  18      - 4,457,104.089   527,614.473   MT  0.99960939   +0 12 35.6
 DS3229
 DS3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3229!SPC NJ       -   1.00000197  x   0.99990273  =   0.99990470
 DS3229!UTM  18      -   1.00000197  x   0.99960939  =   0.99961136
 DS3229
 DS3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2761457104(NAD 83)
 DS3229
 DS3229                          SUPERSEDED SURVEY CONTROL
 DS3229
 DS3229.No superseded survey control is available for this station.
 DS3229
 DS3229_MARKER: DD = SURVEY DISK
 DS3229_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DS3229_STAMPING: HT-1
 DS3229_MARK LOGO: HAMTWP
 DS3229_PROJECTION: FLUSH
 DS3229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3229+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 DS3229
 DS3229  HISTORY     - Date     Condition        Report By
 DS3229  HISTORY     - 2002     MONUMENTED       HAMTWP
 DS3229  HISTORY     - 20240521 GOOD             NJGS
 DS3229
 DS3229                          STATION DESCRIPTION
 DS3229
 DS3229'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3229'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF PENNINGTON,
 DS3229'5.9 MI (9.5 KM) SOUTH OF PRINCETON AND 4.8 MI (7.8 KM) NORTHEAST OF
 DS3229'TRENTON, IN HAMILTON TOWNSHIP.
 DS3229'
 DS3229'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE JUNCTION OF
 DS3229'QUAKERBRIDGE ROAD (COUNTY ROUTE 533) AND YOUNGS ROAD.
 DS3229'
 DS3229'THE STATION IS BETWEEN THE CURB AND SIDEWALK, 8.7 FT (2.7 M) SOUTH OF
 DS3229'THE SOUTH EDGE OF THE SIDEWALK, 2.2 FT (0.7 M) NORTHEAST OF THE NORTH
 DS3229'CURB OF YOUNGS ROAD, 20.5 FT (6.2 M) SOUTHEAST OF POLE NUMBER CJK8042
 DS3229'3125HM, 43.4 FT (13.2 M) WEST OF A TRAFFIC SIGNAL MAST, 22.6 FT (6.9
 DS3229'M) NORTHEAST OF THE CENTERLINE OF YOUNGS ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3236 ***********************************************************************
 DS3236  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3236  DESIGNATION -  HT 03
 DS3236  PID         -  DS3236
 DS3236  STATE/COUNTY-  NJ/MERCER
 DS3236  COUNTRY     -  US
 DS3236  USGS QUAD   -  TRENTON EAST (2019)
 DS3236
 DS3236                         *CURRENT SURVEY CONTROL
 DS3236  ______________________________________________________________________
 DS3236* NAD 83(2011) POSITION- 40 14 51.07863(N) 074 40 05.03486(W)   ADJUSTED
 DS3236* NAD 83(2011) ELLIP HT-   -14.037 (meters)        (12/05/24)   ADJUSTED
 DS3236* NAD 83(2011) EPOCH   -  2010.00
 DS3236* NAVD 88 ORTHO HEIGHT -    18.98  (meters)       62.3   (feet) GPS OBS
 DS3236  ______________________________________________________________________
 DS3236  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 DS3236  NAD 83(2011) X  -  1,288,997.821 (meters)                     COMP
 DS3236  NAD 83(2011) Y  - -4,701,485.265 (meters)                     COMP
 DS3236  NAD 83(2011) Z  -  4,098,992.308 (meters)                     COMP
 DS3236  LAPLACE CORR    -          5.36  (seconds)                    DEFLEC18
 DS3236
 DS3236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3236  Standards:
 DS3236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3236  -------------------------------------------------------------------
 DS3236  NETWORK    0.42   1.18           0.19   0.15   0.60     -0.05809468
 DS3236  -------------------------------------------------------------------
 DS3236  Click here for local accuracies and other accuracy information.
 DS3236
 DS3236.The horizontal coordinates were established by GPS observations
 DS3236.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3236
 DS3236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3236.been affixed to the stable North American tectonic plate. See 
 DS3236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3236
 DS3236.The horizontal coordinates are valid at the epoch date displayed above
 DS3236.which is a decimal equivalence of Year/Month/Day.
 DS3236
 DS3236.The orthometric height was determined by GPS observations and a
 DS3236.high-resolution geoid model using precise GPS observation and
 DS3236.processing techniques.
 DS3236
 DS3236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3236.GEOID18 height accuracy estimate available here.
 DS3236
 DS3236.Click photographs - Photos may exist for this station.
 DS3236
 DS3236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3236
 DS3236.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3236
 DS3236.The ellipsoidal height was determined by GPS observations
 DS3236.and is referenced to NAD 83.
 DS3236
 DS3236. The following values were computed from the NAD 83(2011) position.
 DS3236
 DS3236;                    North         East     Units Scale Factor Converg.
 DS3236;SPC NJ       -   157,009.294   135,701.642   MT  0.99990252   -0 06 30.9
 DS3236;SPC NJ       -   515,121.33    445,214.47   sFT  0.99990252   -0 06 30.9
 DS3236;UTM  18      - 4,455,283.146   528,231.308   MT  0.99960981   +0 12 52.1
 DS3236
 DS3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3236!SPC NJ       -   1.00000220  x   0.99990252  =   0.99990472
 DS3236!UTM  18      -   1.00000220  x   0.99960981  =   0.99961201
 DS3236
 DS3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2823155283(NAD 83)
 DS3236
 DS3236                          SUPERSEDED SURVEY CONTROL
 DS3236
 DS3236.No superseded survey control is available for this station.
 DS3236
 DS3236_MARKER: DD = SURVEY DISK
 DS3236_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DS3236_STAMPING: HT-3
 DS3236_MARK LOGO: HAMTWP
 DS3236_PROJECTION: RECESSED 8 CENTIMETERS
 DS3236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3236+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 DS3236
 DS3236  HISTORY     - Date     Condition        Report By
 DS3236  HISTORY     - 2002     MONUMENTED       HAMTWP
 DS3236  HISTORY     - 20240724 GOOD             NJGS
 DS3236
 DS3236                          STATION DESCRIPTION
 DS3236
 DS3236'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3236'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF PRINCETON, 6.6
 DS3236'MI (10.6 KM) NORTHWEST OF ALLENTOWN AND 4.5 MI (7.3 KM) EAST-NORTHEAST
 DS3236'OF TRENTON, IN HAMILTON TOWNSHIP.
 DS3236'
 DS3236'THE STATION IS ON THE SOUTHWEST CORNER OF THE T-JUNCTION OF FLOCK ROAD
 DS3236'AND EDINBURGH ROAD (COUNTY ROUTE 535). TO REACH FROM THE INTERSECTION
 DS3236'OF OF U.S. INTERSTATE 295, EXIT 65A (SLOAN AVENUE), GO ABOUT 1.6 MI
 DS3236'(2.6 KM) EAST ON SLOAN ROAD TO THE STATION ON THE RIGHT.
 DS3236'
 DS3236'THE STATION IS 10.1 FT (3.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 DS3236'INLET, 8.4 FT (2.6 M) NORTHWEST OF THE FACE OF CURB, 6.9 FT (2.1 M)
 DS3236'WEST OF A YIELD SIGN, 17.7 FT (5.4 M) SOUTHEAST OF THE SOUTHERNMOST
 DS3236'GUIDERAIL POST, 55.6 FT (16.9 M) EAST OF POLE NUMBER 7642HM, ABOUT 130
 DS3236'FT (39.6 M) NORTHEAST OF A HIGH TENSION POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0295 ***********************************************************************
 KV0295  DESIGNATION -  HT 1000
 KV0295  PID         -  KV0295
 KV0295  STATE/COUNTY-  NJ/HUDSON
 KV0295  COUNTRY     -  US
 KV0295  USGS QUAD   -  JERSEY CITY (2019)
 KV0295
 KV0295                         *CURRENT SURVEY CONTROL
 KV0295  ______________________________________________________________________
 KV0295* NAD 83(1986) POSITION- 40 43 47.0    (N) 074 02 09.8    (W)   HD_HELD2
 KV0295* NAVD 88 ORTHO HEIGHT -    -1.401 (meters)       -4.60  (feet) ADJUSTED
 KV0295  ______________________________________________________________________
 KV0295  GEOID HEIGHT    -        -31.916 (meters)                     GEOID18
 KV0295  DYNAMIC HEIGHT  -         -1.401 (meters)       -4.60  (feet) COMP
 KV0295  MODELED GRAVITY -    980,246.0   (mgal)                       NAVD 88
 KV0295
 KV0295  VERT ORDER      -  FIRST     CLASS I
 KV0295
 KV0295.The horizontal coordinates were established by autonomous hand held GPS
 KV0295.observations and have an estimated accuracy of +/- 10 meters.
 KV0295
 KV0295.The orthometric height was determined by differential leveling and
 KV0295.adjusted by the NATIONAL GEODETIC SURVEY
 KV0295.in June 1991.
 KV0295
 KV0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0295.GEOID18 height accuracy estimate available here.
 KV0295
 KV0295.Click photographs - Photos may exist for this station.
 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       -   210,639.      189,189.      MT  (+/- 10 meters HH2 GPS)
 KV0295
 KV0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8140009201(NAD 83)
 KV0295
 KV0295                          SUPERSEDED SURVEY CONTROL
 KV0295
 KV0295  NGVD 29 (04/16/92)   -1.062  (m)           -3.48   (f) ADJUSTED    1 1
 KV0295  NGVD 29 (??/??/87)   -1.062  (m)           -3.48   (f) SUPERSEDED  1 1
 KV0295
 KV0295.Superseded values are not recommended for survey control.
 KV0295
 KV0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0295.See file dsdata.pdf to determine how the superseded data were derived.
 KV0295
 KV0295_MARKER: Z = SEE DESCRIPTION
 KV0295_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0295_SP_SET: BRASS PLUG IN 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     - 19340503 GOOD             CGS
 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 1934 (WDD)
 KV0295'THE MARK IS LOCATED ABOUT 16.5 KM (10.3 MI) EAST-NORTHEAST OF
 KV0295'ELIZABETH, 4.6 KM (2.9 MI) SOUTH-SOUTHWEST OF WEEHAWKEN, 3.5 KM (2.2
 KV0295'MI) EAST OF JERSEY CITY AT THE WEST END OF THE SOUTH HOLLAND TUNNEL.
 KV0295
 KV0295                          STATION RECOVERY (1952)
 KV0295
 KV0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KV0295'AT JERSEY CITY.
 KV0295'AT JERSEY CITY, AT THE ENTRANCE TO SOUTH TUNNEL 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'THE 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9855 ***********************************************************************
 DL9855  DESIGNATION -  HT 10E
 DL9855  PID         -  DL9855
 DL9855  STATE/COUNTY-  NJ/SOMERSET
 DL9855  COUNTRY     -  US
 DL9855  USGS QUAD   -  ROCKY HILL (2019)
 DL9855
 DL9855                         *CURRENT SURVEY CONTROL
 DL9855  ______________________________________________________________________
 DL9855* NAD 83(2011) POSITION- 40 28 06.58995(N) 074 42 04.61043(W)   ADJUSTED
 DL9855* NAD 83(2011) ELLIP HT-    65.770 (meters)        (06/27/12)   ADJUSTED
 DL9855* NAD 83(2011) EPOCH   -  2010.00
 DL9855* NAVD 88 ORTHO HEIGHT -    98.7   (meters)      324.    (feet) GPS OBS
 DL9855  ______________________________________________________________________
 DL9855  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9855  GEOID HEIGHT    -        -32.905 (meters)                     GEOID09
 DL9855  GEOID HEIGHT    -        -33.517 (meters)                     GEOID18
 DL9855  NAD 83(2011) X  -  1,282,095.627 (meters)                     COMP
 DL9855  NAD 83(2011) Y  - -4,686,963.903 (meters)                     COMP
 DL9855  NAD 83(2011) Z  -  4,117,741.903 (meters)                     COMP
 DL9855  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 DL9855
 DL9855  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9855  Standards:
 DL9855         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9855            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9855  -------------------------------------------------------------------
 DL9855  NETWORK    1.79   3.21           0.79   0.65   1.64     -0.19718940
 DL9855  -------------------------------------------------------------------
 DL9855  Click here for local accuracies and other accuracy information.
 DL9855
 DL9855.The horizontal coordinates were established by GPS observations
 DL9855.and adjusted by the National Geodetic Survey in June 2012.
 DL9855
 DL9855.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9855.been affixed to the stable North American tectonic plate. See 
 DL9855.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9855
 DL9855.The horizontal coordinates are valid at the epoch date displayed above
 DL9855.which is a decimal equivalence of Year/Month/Day.
 DL9855
 DL9855.The orthometric height was determined by GPS observations and a
 DL9855.high-resolution geoid model.
 DL9855
 DL9855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9855.GEOID18 height accuracy estimate available here.
 DL9855
 DL9855.Click photographs - Photos may exist for this station.
 DL9855
 DL9855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9855
 DL9855.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9855
 DL9855.The ellipsoidal height was determined by GPS observations
 DL9855.and is referenced to NAD 83.
 DL9855
 DL9855. The following values were computed from the NAD 83(2011) position.
 DL9855
 DL9855;                    North         East     Units Scale Factor Converg.
 DL9855;SPC NJ       -   181,550.191   132,931.610   MT  0.99990358   -0 07 50.3
 DL9855;SPC NJ       -   595,635.92    436,126.46   sFT  0.99990358   -0 07 50.3
 DL9855;UTM  18      - 4,479,800.782   525,323.495   MT  0.99960789   +0 11 38.0
 DL9855
 DL9855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9855!SPC NJ       -   0.99998968  x   0.99990358  =   0.99989326
 DL9855!UTM  18      -   0.99998968  x   0.99960789  =   0.99959758
 DL9855
 DL9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2532379800(NAD 83)
 DL9855
 DL9855|---------------------------------------------------------------------|
 DL9855| PID    Reference Object                     Distance      Geod. Az  |
 DL9855|                                                           dddmmss.s |
 DL9855| DL9856 HT 10W                              228.689 METERS 24802     |
 DL9855|---------------------------------------------------------------------|
 DL9855
 DL9855                          SUPERSEDED SURVEY CONTROL
 DL9855
 DL9855  NAD 83(2007)-  40 28 06.58984(N)    074 42 04.61128(W) AD(2002.00) 1
 DL9855  ELLIP H (07/18/10)   65.739  (m)                       GP(2002.00) 4 2
 DL9855
 DL9855.Superseded values are not recommended for survey control.
 DL9855
 DL9855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9855.See file dsdata.pdf to determine how the superseded data were derived.
 DL9855
 DL9855_MARKER: DD = SURVEY DISK
 DL9855_SETTING: 66 = SET IN ROCK OUTCROP
 DL9855_STAMPING: 10E
 DL9855_MARK LOGO: HILSBT
 DL9855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL9855+STABILITY: POSITION/ELEVATION WELL
 DL9855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9855+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2021
 DL9855
 DL9855  HISTORY     - Date     Condition        Report By
 DL9855  HISTORY     - UNK      MONUMENTED
 DL9855  HISTORY     - 20070302 GOOD             B2A
 DL9855  HISTORY     - 20210129 POOR             NJGS
 DL9855
 DL9855                          STATION DESCRIPTION
 DL9855
 DL9855'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9855'HT 10E STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9855'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE NORTH SIDE OF
 DL9855'THE SOURLAND'S TRAIL, IN THE SOMERSET COUNTY SOURLAND PARK, EAST OF
 DL9855'THE TOWNSHIP LINE, SET IN A SMALL ROCK OUTCROP.
 DL9855'
 DL9855'TO REACH THE STATION, ENTER THE PARK FROM THE MAIN DRIVEWAY ON EAST
 DL9855'MOUNTAIN ROAD.  TURN TO THE LEFT TO THE END OF THE PARKING LOT.
 DL9855'CONTINUE ACROSS THE LAWN TO THE LOCKED GATE GIVING ACCESS TO A
 DL9855'PIPELINE EASEMENT AND THE SOURLAND'S TRAIL.  CONTINUE TO THE RIGHT, UP
 DL9855'THE HILL, ALONG THE PIPELINE EASEMENT APPROXIMATELY 0.4 MI (0.6 KM)
 DL9855'TO A BEND IN THE PIPELINE THEN CONTINUE ALONG THE PIPE LINE UPHILL
 DL9855'PROXIMATELY 400 FT (121.9 M) TO THE STATION SET IN A SMALL ROCK
 DL9855'OUTCROP ON THE RIGHT.
 DL9855'
 DL9855'THE STATION IS LOCATED ON THE NORTH SIDE OF THE TRAIL ALONG THE
 DL9855'PIPELINE, APPROXIMATELY 115 FT (35.1 M) NORTHEAST OF A LARGE ROCK
 DL9855'MARKED ZION MOUNTAIN.
 DL9855'
 DL9855'THE STATION IS FLUSH WITH THE ROCK OUTCROP.  ACCESS TO THE PIPELINE
 DL9855'AND TRAIL BY FOUR-WHEEL DRIVE VEHICLE CAN BE OBTAINED BY CALLING THE
 DL9855'SOMERSET COUNTY PARKS COMMISSION AT 369-1458 EXTENSION 422.
 DL9855
 DL9855                          STATION RECOVERY (2021)
 DL9855
 DL9855'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DL9855'THE MARK IS SEVERELY MARRED, COULD NOT MAKE OUT DATUM POINT.
 DL9855'ADDITIONAL NOTE, MONUMENT IS APPROX. A HALF MILE HIKE UP FROM PARKING
 DL9855'AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9856 ***********************************************************************
 DL9856  DESIGNATION -  HT 10W
 DL9856  PID         -  DL9856
 DL9856  STATE/COUNTY-  NJ/SOMERSET
 DL9856  COUNTRY     -  US
 DL9856  USGS QUAD   -  ROCKY HILL (2019)
 DL9856
 DL9856                         *CURRENT SURVEY CONTROL
 DL9856  ______________________________________________________________________
 DL9856* NAD 83(2011) POSITION- 40 28 03.81687(N) 074 42 13.61340(W)   ADJUSTED
 DL9856* NAD 83(2011) ELLIP HT-    99.362 (meters)        (06/27/12)   ADJUSTED
 DL9856* NAD 83(2011) EPOCH   -  2010.00
 DL9856* NAVD 88 ORTHO HEIGHT -   132.3   (meters)      434.    (feet) GPS OBS
 DL9856  ______________________________________________________________________
 DL9856  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9856  GEOID HEIGHT    -        -32.907 (meters)                     GEOID09
 DL9856  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 DL9856  NAD 83(2011) X  -  1,281,912.439 (meters)                     COMP
 DL9856  NAD 83(2011) Y  - -4,687,098.059 (meters)                     COMP
 DL9856  NAD 83(2011) Z  -  4,117,698.631 (meters)                     COMP
 DL9856  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 DL9856
 DL9856  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9856  Standards:
 DL9856         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9856            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9856  -------------------------------------------------------------------
 DL9856  NETWORK    3.24   3.92           1.47   0.95   2.00     -0.62093883
 DL9856  -------------------------------------------------------------------
 DL9856  Click here for local accuracies and other accuracy information.
 DL9856
 DL9856.The horizontal coordinates were established by GPS observations
 DL9856.and adjusted by the National Geodetic Survey in June 2012.
 DL9856
 DL9856.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9856.been affixed to the stable North American tectonic plate. See 
 DL9856.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9856
 DL9856.The horizontal coordinates are valid at the epoch date displayed above
 DL9856.which is a decimal equivalence of Year/Month/Day.
 DL9856
 DL9856.The orthometric height was determined by GPS observations and a
 DL9856.high-resolution geoid model.
 DL9856
 DL9856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9856.GEOID18 height accuracy estimate available here.
 DL9856
 DL9856.Click photographs - Photos may exist for this station.
 DL9856
 DL9856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9856
 DL9856.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9856
 DL9856.The ellipsoidal height was determined by GPS observations
 DL9856.and is referenced to NAD 83.
 DL9856
 DL9856. The following values were computed from the NAD 83(2011) position.
 DL9856
 DL9856;                    North         East     Units Scale Factor Converg.
 DL9856;SPC NJ       -   181,465.149   132,719.345   MT  0.99990367   -0 07 56.1
 DL9856;SPC NJ       -   595,356.91    435,430.05   sFT  0.99990367   -0 07 56.1
 DL9856;UTM  18      - 4,479,714.564   525,111.778   MT  0.99960776   +0 11 32.1
 DL9856
 DL9856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9856!SPC NJ       -   0.99998441  x   0.99990367  =   0.99988808
 DL9856!UTM  18      -   0.99998441  x   0.99960776  =   0.99959218
 DL9856
 DL9856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2511179714(NAD 83)
 DL9856
 DL9856|---------------------------------------------------------------------|
 DL9856| PID    Reference Object                     Distance      Geod. Az  |
 DL9856|                                                           dddmmss.s |
 DL9856| DL9855 HT 10E                              228.689 METERS 06802     |
 DL9856|---------------------------------------------------------------------|
 DL9856
 DL9856                          SUPERSEDED SURVEY CONTROL
 DL9856
 DL9856  NAD 83(2007)-  40 28 03.81704(N)    074 42 13.61457(W) AD(2002.00) 1
 DL9856  ELLIP H (07/18/10)   99.335  (m)                       GP(2002.00) 4 2
 DL9856
 DL9856.Superseded values are not recommended for survey control.
 DL9856
 DL9856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9856.See file dsdata.pdf to determine how the superseded data were derived.
 DL9856
 DL9856_MARKER: DD = SURVEY DISK
 DL9856_SETTING: 66 = SET IN ROCK OUTCROP
 DL9856_STAMPING: 10W
 DL9856_MARK LOGO: HILSBT
 DL9856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL9856+STABILITY: POSITION/ELEVATION WELL
 DL9856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9856+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2021
 DL9856
 DL9856  HISTORY     - Date     Condition        Report By
 DL9856  HISTORY     - UNK      MONUMENTED
 DL9856  HISTORY     - 20070302 GOOD             B2A
 DL9856  HISTORY     - 20210927 SEE DESCRIPTION  NJGS
 DL9856
 DL9856                          STATION DESCRIPTION
 DL9856
 DL9856'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9856'HT 10W STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9856'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP.
 DL9856'
 DL9856'TO REACH THE STATION, ENTER THE PARK FROM THE MAIN DRIVEWAY ON EAST
 DL9856'MOUNTAIN ROAD.  TURN TO THE LEFT TO THE END OF THE PARKING LOT.
 DL9856'CONTINUE ACROSS THE LAWN TO THE LOCKED GATE GIVING ACCESS TO A
 DL9856'PIPELINE EASEMENT AND THE SOURLAND'S TRAIL.  CONTINUE TO THE RIGHT, UP
 DL9856'THE HILL, ALONG THE PIPELINE EASEMENT APPROXIMATELY 0.4 MI (0.6 KM)
 DL9856'TO A BEND IN THE PIPELINE THEN CONTINUE ALONG THE PIPE LINE UPHILL
 DL9856'PROXIMATELY 0.3 MI (0.5 KM) TO THE STATION SET IN A LARGE ROCK OUTCROP
 DL9856'IN THE MIDDLE OF THE TRAIL.
 DL9856'
 DL9856'THE STATION IS APPROXIMATELY 40 FT (12.2 M) NORTHEAST OF A LARGE ROCK
 DL9856'MARKED HBT 10W, 2 FT (0.6 M) NORTH OF THE CENTERLINE OF THE TRAIL, 10
 DL9856'FT (3.0 M) WEST OF THE EAST EDGE OF THE ROCK OUTCROP AND FLUSH WITH
 DL9856'THE ROCK OUTCROP.
 DL9856'
 DL9856'ACCESS TO THE PIPELINE AND TRAIL BY FOUR-WHEEL DRIVE VEHICLE CAN BE
 DL9856'OBTAINED BY CALLING THE SOMERSET COUNTY PARKS COMMISSION AT 369-1458
 DL9856'EXTENSION 422.
 DL9856
 DL9856                          STATION RECOVERY (2021)
 DL9856
 DL9856'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DL9856'MONUMENT WAS DESTROYED, ONLY DRILL HOLE FOR SURVEY DISK REMAINS.
 DL9856'REPORT BY FRANCIS ANDRASCIK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9820 ***********************************************************************
 DE9820  DESIGNATION -  HT 14
 DE9820  PID         -  DE9820
 DE9820  STATE/COUNTY-  NJ/MERCER
 DE9820  COUNTRY     -  US
 DE9820  USGS QUAD   -  TRENTON EAST (2019)
 DE9820
 DE9820                         *CURRENT SURVEY CONTROL
 DE9820  ______________________________________________________________________
 DE9820* NAD 83(1986) POSITION- 40 11 05.     (N) 074 44 57.     (W)   SCALED
 DE9820* NAVD 88 ORTHO HEIGHT -     3.728 (meters)       12.23  (feet) ADJUSTED
 DE9820  ______________________________________________________________________
 DE9820  GEOID HEIGHT    -        -33.015 (meters)                     GEOID18
 DE9820  DYNAMIC HEIGHT  -          3.726 (meters)       12.22  (feet) COMP
 DE9820  MODELED GRAVITY -    980,185.7   (mgal)                       NAVD 88
 DE9820
 DE9820  VERT ORDER      -  FIRST     CLASS II
 DE9820
 DE9820.The horizontal coordinates were scaled from a map and have
 DE9820.an estimated accuracy of +/- 6 seconds.
 DE9820
 DE9820.The orthometric height was determined by differential leveling and
 DE9820.adjusted by the NATIONAL GEODETIC SURVEY
 DE9820.in March 2005.
 DE9820
 DE9820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9820.GEOID18 height accuracy estimate available here.
 DE9820
 DE9820.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK213482(NAD 83)
 DE9820
 DE9820                          SUPERSEDED SURVEY CONTROL
 DE9820
 DE9820.No superseded survey control is available for this station.
 DE9820
 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 = JULY 24, 2026 22:12:30 EDT
 DE9805 ***********************************************************************
 DE9805  DESIGNATION -  HT 16 A
 DE9805  PID         -  DE9805
 DE9805  STATE/COUNTY-  NJ/MERCER
 DE9805  COUNTRY     -  US
 DE9805  USGS QUAD   -  TRENTON EAST (2019)
 DE9805
 DE9805                         *CURRENT SURVEY CONTROL
 DE9805  ______________________________________________________________________
 DE9805* NAD 83(1986) POSITION- 40 11 00.13   (N) 074 40 38.81   (W)   HD_HELD1
 DE9805* NAVD 88 ORTHO HEIGHT -    19.659 (meters)       64.50  (feet) ADJUSTED
 DE9805  ______________________________________________________________________
 DE9805  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 DE9805  DYNAMIC HEIGHT  -         19.651 (meters)       64.47  (feet) COMP
 DE9805  MODELED GRAVITY -    980,194.3   (mgal)                       NAVD 88
 DE9805
 DE9805  VERT ORDER      -  FIRST     CLASS II
 DE9805
 DE9805.The horizontal coordinates were determined by differentially corrected
 DE9805.hand held GPS observations or other comparable positioning techniques
 DE9805.and have an estimated accuracy of +/- 3 meters.
 DE9805
 DE9805.The orthometric height was determined by differential leveling and
 DE9805.adjusted by the NATIONAL GEODETIC SURVEY
 DE9805.in March 2005.
 DE9805
 DE9805.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9805.GEOID18 height accuracy estimate available here.
 DE9805
 DE9805.Click photographs - Photos may exist for this station.
 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       -   149,888.2     134,889.2     MT  (+/- 3 meters HH1 GPS) 
 DE9805
 DE9805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2745948159(NAD 83)
 DE9805
 DE9805                          SUPERSEDED SURVEY CONTROL
 DE9805
 DE9805.No superseded survey control is available for this station.
 DE9805
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9812 ***********************************************************************
 DE9812  DESIGNATION -  HT 19
 DE9812  PID         -  DE9812
 DE9812  STATE/COUNTY-  NJ/MERCER
 DE9812  COUNTRY     -  US
 DE9812  USGS QUAD   -  ALLENTOWN (2016)
 DE9812
 DE9812                         *CURRENT SURVEY CONTROL
 DE9812  ______________________________________________________________________
 DE9812* NAD 83(1986) POSITION- 40 10 18.31   (N) 074 37 24.39   (W)   HD_HELD1
 DE9812* NAVD 88 ORTHO HEIGHT -    23.615 (meters)       77.48  (feet) ADJUSTED
 DE9812  ______________________________________________________________________
 DE9812  GEOID HEIGHT    -        -32.688 (meters)                     GEOID18
 DE9812  DYNAMIC HEIGHT  -         23.605 (meters)       77.44  (feet) COMP
 DE9812  MODELED GRAVITY -    980,202.0   (mgal)                       NAVD 88
 DE9812
 DE9812  VERT ORDER      -  FIRST     CLASS II
 DE9812
 DE9812.The horizontal coordinates were determined by differentially corrected
 DE9812.hand held GPS observations or other comparable positioning techniques
 DE9812.and have an estimated accuracy of +/- 3 meters.
 DE9812
 DE9812.The orthometric height was determined by differential leveling and
 DE9812.adjusted by the NATIONAL GEODETIC SURVEY
 DE9812.in March 2005.
 DE9812
 DE9812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9812.GEOID18 height accuracy estimate available here.
 DE9812
 DE9812.Click photographs - Photos may exist for this station.
 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       -   148,590.6     139,486.3     MT  (+/- 3 meters HH1 GPS) 
 DE9812
 DE9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3206246888(NAD 83)
 DE9812
 DE9812                          SUPERSEDED SURVEY CONTROL
 DE9812
 DE9812.No superseded survey control is available for this station.
 DE9812
 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 - April 23, 2024
 DE9812
 DE9812  HISTORY     - Date     Condition        Report By
 DE9812  HISTORY     - 2002     MONUMENTED       HAMTWP
 DE9812  HISTORY     - 20020708 GOOD             NJGS
 DE9812  HISTORY     - 20211222 GOOD             NJGS
 DE9812  HISTORY     - 20240423 GOOD             AAAS
 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
 DE9812                          STATION RECOVERY (2021)
 DE9812
 DE9812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 DE9812'RECOVERED IN GOOD CONDITION.
 DE9812
 DE9812                          STATION RECOVERY (2024)
 DE9812
 DE9812'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DE9812'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DE9819 ***********************************************************************
 DE9819  DESIGNATION -  HT 19 A
 DE9819  PID         -  DE9819
 DE9819  STATE/COUNTY-  NJ/MERCER
 DE9819  COUNTRY     -  US
 DE9819  USGS QUAD   -  ALLENTOWN (2016)
 DE9819
 DE9819                         *CURRENT SURVEY CONTROL
 DE9819  ______________________________________________________________________
 DE9819* NAD 83(1986) POSITION- 40 10 22.33   (N) 074 37 03.37   (W)   HD_HELD1
 DE9819* NAVD 88 ORTHO HEIGHT -    23.998 (meters)       78.73  (feet) ADJUSTED
 DE9819  ______________________________________________________________________
 DE9819  GEOID HEIGHT    -        -32.679 (meters)                     GEOID18
 DE9819  DYNAMIC HEIGHT  -         23.987 (meters)       78.70  (feet) COMP
 DE9819  MODELED GRAVITY -    980,202.5   (mgal)                       NAVD 88
 DE9819
 DE9819  VERT ORDER      -  FIRST     CLASS II
 DE9819
 DE9819.The horizontal coordinates were determined by differentially corrected
 DE9819.hand held GPS observations or other comparable positioning techniques
 DE9819.and have an estimated accuracy of +/- 3 meters.
 DE9819
 DE9819.The orthometric height was determined by differential leveling and
 DE9819.adjusted by the NATIONAL GEODETIC SURVEY
 DE9819.in March 2005.
 DE9819
 DE9819.No vertical observational check was made to the station.
 DE9819
 DE9819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9819.GEOID18 height accuracy estimate available here.
 DE9819
 DE9819.Click photographs - Photos may exist for this station.
 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       -   148,713.9     139,983.8     MT  (+/- 3 meters HH1 GPS) 
 DE9819
 DE9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3255847014(NAD 83)
 DE9819
 DE9819                          SUPERSEDED SURVEY CONTROL
 DE9819
 DE9819.No superseded survey control is available for this station.
 DE9819
 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9857 ***********************************************************************
 DL9857  DESIGNATION -  HT 1W
 DL9857  PID         -  DL9857
 DL9857  STATE/COUNTY-  NJ/SOMERSET
 DL9857  COUNTRY     -  US
 DL9857  USGS QUAD   -  RARITAN (2019)
 DL9857
 DL9857                         *CURRENT SURVEY CONTROL
 DL9857  ______________________________________________________________________
 DL9857* NAD 83(2011) POSITION- 40 30 24.18428(N) 074 40 38.32513(W)   ADJUSTED
 DL9857* NAD 83(2011) ELLIP HT-     2.607 (meters)        (06/27/12)   ADJUSTED
 DL9857* NAD 83(2011) EPOCH   -  2010.00
 DL9857* NAVD 88 ORTHO HEIGHT -    35.6   (meters)      117.    (feet) GPS OBS
 DL9857  ______________________________________________________________________
 DL9857  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9857  GEOID HEIGHT    -        -32.987 (meters)                     GEOID09
 DL9857  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 DL9857  NAD 83(2011) X  -  1,283,315.281 (meters)                     COMP
 DL9857  NAD 83(2011) Y  - -4,683,723.102 (meters)                     COMP
 DL9857  NAD 83(2011) Z  -  4,120,928.801 (meters)                     COMP
 DL9857  LAPLACE CORR    -          3.81  (seconds)                    DEFLEC18
 DL9857
 DL9857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9857  Standards:
 DL9857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9857  -------------------------------------------------------------------
 DL9857  NETWORK    1.66   3.16           0.72   0.63   1.61      0.10790119
 DL9857  -------------------------------------------------------------------
 DL9857  Click here for local accuracies and other accuracy information.
 DL9857
 DL9857.The horizontal coordinates were established by GPS observations
 DL9857.and adjusted by the National Geodetic Survey in June 2012.
 DL9857
 DL9857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9857.been affixed to the stable North American tectonic plate. See 
 DL9857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9857
 DL9857.The horizontal coordinates are valid at the epoch date displayed above
 DL9857.which is a decimal equivalence of Year/Month/Day.
 DL9857
 DL9857.The orthometric height was determined by GPS observations and a
 DL9857.high-resolution geoid model.
 DL9857
 DL9857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9857.GEOID18 height accuracy estimate available here.
 DL9857
 DL9857.Click photographs - Photos may exist for this station.
 DL9857
 DL9857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9857
 DL9857.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9857
 DL9857.The ellipsoidal height was determined by GPS observations
 DL9857.and is referenced to NAD 83.
 DL9857
 DL9857. The following values were computed from the NAD 83(2011) position.
 DL9857
 DL9857;                    North         East     Units Scale Factor Converg.
 DL9857;SPC NJ       -   185,789.586   134,972.611   MT  0.99990278   -0 06 54.6
 DL9857;SPC NJ       -   609,544.67    442,822.64   sFT  0.99990278   -0 06 54.6
 DL9857;UTM  18      - 4,484,050.420   527,339.848   MT  0.99960920   +0 12 34.6
 DL9857
 DL9857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9857!SPC NJ       -   0.99999959  x   0.99990278  =   0.99990237
 DL9857!UTM  18      -   0.99999959  x   0.99960920  =   0.99960879
 DL9857
 DL9857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2733984050(NAD 83)
 DL9857
 DL9857|---------------------------------------------------------------------|
 DL9857| PID    Reference Object                     Distance      Geod. Az  |
 DL9857|                                                           dddmmss.s |
 DL9857| DL9956 27595                               311.020 METERS 11837     |
 DL9857|---------------------------------------------------------------------|
 DL9857
 DL9857                          SUPERSEDED SURVEY CONTROL
 DL9857
 DL9857  NAD 83(2007)-  40 30 24.18417(N)    074 40 38.32600(W) AD(2002.00) 1
 DL9857  ELLIP H (07/18/10)    2.567  (m)                       GP(2002.00) 4 2
 DL9857
 DL9857.Superseded values are not recommended for survey control.
 DL9857
 DL9857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9857.See file dsdata.pdf to determine how the superseded data were derived.
 DL9857
 DL9857_MARKER: DD = SURVEY DISK
 DL9857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9857_STAMPING: HT 1W
 DL9857_MARK LOGO: HILSBT
 DL9857_PROJECTION: FLUSH
 DL9857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9857+STABILITY: SURFACE MOTION
 DL9857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9857+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 DL9857
 DL9857  HISTORY     - Date     Condition        Report By
 DL9857  HISTORY     - UNK      MONUMENTED
 DL9857  HISTORY     - 20070302 GOOD             B2A
 DL9857  HISTORY     - 20250520 GOOD             AAAS
 DL9857
 DL9857                          STATION DESCRIPTION
 DL9857
 DL9857'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9857'HT 1W STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9857'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE NORTHEAST SIDE
 DL9857'OF SOUTH BRANCH ROAD AND A 1.22 M (4.0 FT) CONCRETE SIDEWALK.
 DL9857'
 DL9857'TO REACH THE STATION FROM THE JUNCTION OF EAST MOUNTAIN ROAD, COUNTY
 DL9857'ROAD 667, AND AMWELL ROAD, COUNTY ROAD 514, GO EAST ON AMWELL ROAD,
 DL9857'COUNTY ROAD 514, 1.29 KM (0.8 MI) TO WESTCOTT ROAD AND TURN LEFT AND
 DL9857'GO 0.16 KM (0.1 MI) TO SOUTH BRANCH ROAD.
 DL9857'
 DL9857'THE STATION IS LOCATED BEHIND THE SIDEWALK 3.58 M (11.7 FT) NORTHEAST
 DL9857'OF AN X CUT MADE IN THE CURB FACE OF SOUTH BRANCH ROAD, 7.92 M
 DL9857'(26.0 FT) SOUTHWEST OF A CHAIN LINK FENCE, 20.92 M (68.6 FT)
 DL9857'NORTHEAST OF POLE NUMBER 60846, AND 15.69 M (51.5 FT) NORTHWEST OF
 DL9857'POLE NUMBER 60847.  IT IS FLUSH WITH THE GROUND.
 DL9857
 DL9857                          STATION RECOVERY (2025)
 DL9857
 DL9857'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DL9857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9858 ***********************************************************************
 DL9858  DESIGNATION -  HT 2E
 DL9858  PID         -  DL9858
 DL9858  STATE/COUNTY-  NJ/SOMERSET
 DL9858  COUNTRY     -  US
 DL9858  USGS QUAD   -  BOUND BROOK (2019)
 DL9858
 DL9858                         *CURRENT SURVEY CONTROL
 DL9858  ______________________________________________________________________
 DL9858* NAD 83(2011) POSITION- 40 32 10.92185(N) 074 36 21.82547(W)   ADJUSTED
 DL9858* NAD 83(2011) ELLIP HT-   -11.699 (meters)        (06/27/12)   ADJUSTED
 DL9858* NAD 83(2011) EPOCH   -  2010.00
 DL9858* NAVD 88 ORTHO HEIGHT -    21.2   (meters)       70.    (feet) GPS OBS
 DL9858  ______________________________________________________________________
 DL9858  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9858  GEOID HEIGHT    -        -32.942 (meters)                     GEOID09
 DL9858  GEOID HEIGHT    -        -33.337 (meters)                     GEOID18
 DL9858  NAD 83(2011) X  -  1,288,567.968 (meters)                     COMP
 DL9858  NAD 83(2011) Y  - -4,680,050.700 (meters)                     COMP
 DL9858  NAD 83(2011) Z  -  4,123,422.261 (meters)                     COMP
 DL9858  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 DL9858
 DL9858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9858  Standards:
 DL9858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9858  -------------------------------------------------------------------
 DL9858  NETWORK    1.26   2.25           0.57   0.44   1.15      0.01468550
 DL9858  -------------------------------------------------------------------
 DL9858  Click here for local accuracies and other accuracy information.
 DL9858
 DL9858.The horizontal coordinates were established by GPS observations
 DL9858.and adjusted by the National Geodetic Survey in June 2012.
 DL9858
 DL9858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9858.been affixed to the stable North American tectonic plate. See 
 DL9858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9858
 DL9858.The horizontal coordinates are valid at the epoch date displayed above
 DL9858.which is a decimal equivalence of Year/Month/Day.
 DL9858
 DL9858.The orthometric height was determined by GPS observations and a
 DL9858.high-resolution geoid model.
 DL9858
 DL9858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9858.GEOID18 height accuracy estimate available here.
 DL9858
 DL9858.Click photographs - Photos may exist for this station.
 DL9858
 DL9858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9858
 DL9858.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9858
 DL9858.The ellipsoidal height was determined by GPS observations
 DL9858.and is referenced to NAD 83.
 DL9858
 DL9858. The following values were computed from the NAD 83(2011) position.
 DL9858
 DL9858;                    North         East     Units Scale Factor Converg.
 DL9858;SPC NJ       -   189,071.957   141,015.063   MT  0.99990099   -0 04 08.2
 DL9858;SPC NJ       -   620,313.58    462,646.92   sFT  0.99990099   -0 04 08.2
 DL9858;UTM  18      - 4,487,366.037   533,361.842   MT  0.99961370   +0 15 21.7
 DL9858
 DL9858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9858!SPC NJ       -   1.00000184  x   0.99990099  =   0.99990283
 DL9858!UTM  18      -   1.00000184  x   0.99961370  =   0.99961553
 DL9858
 DL9858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3336187366(NAD 83)
 DL9858
 DL9858|---------------------------------------------------------------------|
 DL9858| PID    Reference Object                     Distance      Geod. Az  |
 DL9858|                                                           dddmmss.s |
 DL9858| DL9859 HT 2W                               396.597 METERS 24830     |
 DL9858|---------------------------------------------------------------------|
 DL9858
 DL9858                          SUPERSEDED SURVEY CONTROL
 DL9858
 DL9858  NAD 83(2007)-  40 32 10.92168(N)    074 36 21.82607(W) AD(2002.00) 1
 DL9858  ELLIP H (07/18/10)  -11.703  (m)                       GP(2002.00) 4 2
 DL9858
 DL9858.Superseded values are not recommended for survey control.
 DL9858
 DL9858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9858.See file dsdata.pdf to determine how the superseded data were derived.
 DL9858
 DL9858_MARKER: DD = SURVEY DISK
 DL9858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9858_STAMPING: 2E
 DL9858_MARK LOGO: HILSBT
 DL9858_PROJECTION: FLUSH
 DL9858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9858+STABILITY: SURFACE MOTION
 DL9858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9858+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9858
 DL9858  HISTORY     - Date     Condition        Report By
 DL9858  HISTORY     - UNK      MONUMENTED
 DL9858  HISTORY     - 20070302 GOOD             B2A
 DL9858  HISTORY     - 20231205 MARK NOT FOUND   NJGS
 DL9858
 DL9858                          STATION DESCRIPTION
 DL9858
 DL9858'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9858'HT 2E STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9858'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE NORTH SIDE OF
 DL9858'CAMPLAIN ROAD.
 DL9858'
 DL9858'TO REACH THE STATION FROM THE JUNCTION OF DUKE PARKWAY EAST, COUNTY
 DL9858'ROAD 688 AND US ROUTE 206, GO SOUTH ON US ROUTE 206, 2.58 KM (1.6 MI)
 DL9858'TO CAMPLAIN ROAD AND TURN LEFT AND GO 0.64 KM (0.4 MI) TO SUNNY MEAD
 DL9858'ROAD AND GO 0.61M PAST SUNNY MEAD ROAD.
 DL9858'
 DL9858'THE STATION IS LOCATED 3.20 M (10.5 FT) NORTHEAST OF A NO PARKING
 DL9858'ANYTIME STREET SIGN, 2.29 M (7.5 FT) NORTH OF THE CAMPLAIN ROAD EDGE
 DL9858'OF PAVEMENT, AND 20.15 M (66.1 FT) NORTHWEST OF POLE NUMBER 60892 HBT.
 DL9858'IT IS FLUSH WITH THE GROUND.
 DL9858
 DL9858                          STATION RECOVERY (2023)
 DL9858
 DL9858'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DL9858'SEARCHED USING ADJUSTED GPS VALUES AND MONUMENT WAS NOT FOUND, GROUND
 DL9858'WAS FULL OF FILL AND ROCK INDICATING SOME TYPE OF RENOVATIONS TOOK
 DL9858'PLACE.  MARK CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9859 ***********************************************************************
 DL9859  DESIGNATION -  HT 2W
 DL9859  PID         -  DL9859
 DL9859  STATE/COUNTY-  NJ/SOMERSET
 DL9859  COUNTRY     -  US
 DL9859  USGS QUAD   -  BOUND BROOK (2019)
 DL9859
 DL9859                         *CURRENT SURVEY CONTROL
 DL9859  ______________________________________________________________________
 DL9859* NAD 83(2011) POSITION- 40 32 06.20798(N) 074 36 37.50406(W)   ADJUSTED
 DL9859* NAD 83(2011) ELLIP HT-   -12.314 (meters)        (06/27/12)   ADJUSTED
 DL9859* NAD 83(2011) EPOCH   -  2010.00
 DL9859* NAVD 88 ORTHO HEIGHT -    20.6   (meters)       68.    (feet) GPS OBS
 DL9859  ______________________________________________________________________
 DL9859  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9859  GEOID HEIGHT    -        -32.948 (meters)                     GEOID09
 DL9859  GEOID HEIGHT    -        -33.347 (meters)                     GEOID18
 DL9859  NAD 83(2011) X  -  1,288,237.179 (meters)                     COMP
 DL9859  NAD 83(2011) Y  - -4,680,239.294 (meters)                     COMP
 DL9859  NAD 83(2011) Z  -  4,123,311.355 (meters)                     COMP
 DL9859  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 DL9859
 DL9859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9859  Standards:
 DL9859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9859  -------------------------------------------------------------------
 DL9859  NETWORK    1.33   2.41           0.60   0.46   1.23      0.17253353
 DL9859  -------------------------------------------------------------------
 DL9859  Click here for local accuracies and other accuracy information.
 DL9859
 DL9859.The horizontal coordinates were established by GPS observations
 DL9859.and adjusted by the National Geodetic Survey in June 2012.
 DL9859
 DL9859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9859.been affixed to the stable North American tectonic plate. See 
 DL9859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9859
 DL9859.The horizontal coordinates are valid at the epoch date displayed above
 DL9859.which is a decimal equivalence of Year/Month/Day.
 DL9859
 DL9859.The orthometric height was determined by GPS observations and a
 DL9859.high-resolution geoid model.
 DL9859
 DL9859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9859.GEOID18 height accuracy estimate available here.
 DL9859
 DL9859.Click photographs - Photos may exist for this station.
 DL9859
 DL9859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9859
 DL9859.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9859
 DL9859.The ellipsoidal height was determined by GPS observations
 DL9859.and is referenced to NAD 83.
 DL9859
 DL9859. The following values were computed from the NAD 83(2011) position.
 DL9859
 DL9859;                    North         East     Units Scale Factor Converg.
 DL9859;SPC NJ       -   188,927.022   140,645.939   MT  0.99990108   -0 04 18.3
 DL9859;SPC NJ       -   619,838.07    461,435.88   sFT  0.99990108   -0 04 18.3
 DL9859;UTM  18      - 4,487,219.052   532,993.652   MT  0.99961340   +0 15 11.5
 DL9859
 DL9859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9859!SPC NJ       -   1.00000193  x   0.99990108  =   0.99990301
 DL9859!UTM  18      -   1.00000193  x   0.99961340  =   0.99961533
 DL9859
 DL9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3299387219(NAD 83)
 DL9859
 DL9859|---------------------------------------------------------------------|
 DL9859| PID    Reference Object                     Distance      Geod. Az  |
 DL9859|                                                           dddmmss.s |
 DL9859| DL9858 HT 2E                               396.597 METERS 06829     |
 DL9859|---------------------------------------------------------------------|
 DL9859
 DL9859                          SUPERSEDED SURVEY CONTROL
 DL9859
 DL9859  NAD 83(2007)-  40 32 06.20789(N)    074 36 37.50469(W) AD(2002.00) 1
 DL9859  ELLIP H (07/18/10)  -12.331  (m)                       GP(2002.00) 4 2
 DL9859
 DL9859.Superseded values are not recommended for survey control.
 DL9859
 DL9859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9859.See file dsdata.pdf to determine how the superseded data were derived.
 DL9859
 DL9859_MARKER: DD = SURVEY DISK
 DL9859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9859_STAMPING: 2W
 DL9859_MARK LOGO: HILSBT
 DL9859_PROJECTION: FLUSH
 DL9859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9859+STABILITY: SURFACE MOTION
 DL9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9859+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9859
 DL9859  HISTORY     - Date     Condition        Report By
 DL9859  HISTORY     - UNK      MONUMENTED
 DL9859  HISTORY     - 20070302 GOOD             B2A
 DL9859
 DL9859                          STATION DESCRIPTION
 DL9859
 DL9859'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9859'HT 2W STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9859'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE SOUTH SIDE OF
 DL9859'CAMPLAIN ROAD.
 DL9859'
 DL9859'TO REACH THE STATION FROM THE JUNCTION OF DUKE PARKWAY EAST, COUNTY
 DL9859'ROAD 688 AND US ROUTE 206, GO SOUTH ON US ROUTE 206, 2.58 KM (1.6 MI)
 DL9859'TO CAMPLAIN ROAD AND TURN LEFT AND GO 1.29 KM (0.8 MI).
 DL9859'
 DL9859'THE STATION IS LOCATED 2.13 M (7.0 FT) SOUTH OF THE CAMPLAIN ROAD EDGE
 DL9859'OF PAVEMENT, 3.51 M (11.5 FT) SOUTH OF THE SPEED LIMIT SIGN, AND 10.97
 DL9859'M (36.0 FT) SOUTHWEST OF POLE NUMBER 62071.  IT IS FLUSH WITH THE
 DL9859'GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0296 ***********************************************************************
 KV0296  DESIGNATION -  HT 30+75
 KV0296  PID         -  KV0296
 KV0296  STATE/COUNTY-  NJ/HUDSON
 KV0296  COUNTRY     -  US
 KV0296  USGS QUAD   -  JERSEY CITY (2019)
 KV0296
 KV0296                         *CURRENT SURVEY CONTROL
 KV0296  ______________________________________________________________________
 KV0296* NAD 83(1986) POSITION- 40 43 42.     (N) 074 01 44.     (W)   SCALED
 KV0296* NAVD 88 ORTHO HEIGHT -   -19.504 (meters)      -63.99  (feet) ADJUSTED
 KV0296  ______________________________________________________________________
 KV0296  GEOID HEIGHT    -        -31.897 (meters)                     GEOID18
 KV0296  DYNAMIC HEIGHT  -        -19.496 (meters)      -63.96  (feet) COMP
 KV0296  MODELED GRAVITY -    980,247.2   (mgal)                       NAVD 88
 KV0296
 KV0296  VERT ORDER      -  FIRST     CLASS I
 KV0296
 KV0296.The horizontal coordinates were scaled from a map and have
 KV0296.an estimated accuracy of +/- 6 seconds.
 KV0296
 KV0296.The orthometric height was determined by differential leveling and
 KV0296.adjusted by the NATIONAL GEODETIC SURVEY
 KV0296.in June 1991.
 KV0296
 KV0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0296.GEOID18 height accuracy estimate available here.
 KV0296
 KV0296.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL820090(NAD 83)
 KV0296
 KV0296                          SUPERSEDED SURVEY CONTROL
 KV0296
 KV0296  NGVD 29 (04/16/92)  -19.164  (m)          -62.87   (f) ADJUSTED    1 1
 KV0296  NGVD 29 (??/??/87)  -19.164  (m)          -62.87   (f) SUPERSEDED  1 1
 KV0296
 KV0296.Superseded values are not recommended for survey control.
 KV0296
 KV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0296.See file dsdata.pdf to determine how the superseded data were derived.
 KV0296
 KV0296_MARKER: B = BOLT
 KV0296_SETTING: 39 = SET IN A TUNNEL
 KV0296_SP_SET: TUNNEL SIDEWALK
 KV0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 DL9860 ***********************************************************************
 DL9860  DESIGNATION -  HT 3E
 DL9860  PID         -  DL9860
 DL9860  STATE/COUNTY-  NJ/SOMERSET
 DL9860  COUNTRY     -  US
 DL9860  USGS QUAD   -  RARITAN (2019)
 DL9860
 DL9860                         *CURRENT SURVEY CONTROL
 DL9860  ______________________________________________________________________
 DL9860* NAD 83(2011) POSITION- 40 30 29.54982(N) 074 42 17.22625(W)   ADJUSTED
 DL9860* NAD 83(2011) ELLIP HT-    15.464 (meters)        (06/27/12)   ADJUSTED
 DL9860* NAD 83(2011) EPOCH   -  2010.00
 DL9860* NAVD 88 ORTHO HEIGHT -    48.5   (meters)      159.    (feet) GPS OBS
 DL9860  ______________________________________________________________________
 DL9860  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9860  GEOID HEIGHT    -        -33.040 (meters)                     GEOID09
 DL9860  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 DL9860  NAD 83(2011) X  -  1,281,043.574 (meters)                     COMP
 DL9860  NAD 83(2011) Y  - -4,684,243.630 (meters)                     COMP
 DL9860  NAD 83(2011) Z  -  4,121,062.989 (meters)                     COMP
 DL9860  LAPLACE CORR    -          3.94  (seconds)                    DEFLEC18
 DL9860
 DL9860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9860  Standards:
 DL9860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9860  -------------------------------------------------------------------
 DL9860  NETWORK    2.33   4.76           1.04   0.84   2.43     -0.13878877
 DL9860  -------------------------------------------------------------------
 DL9860  Click here for local accuracies and other accuracy information.
 DL9860
 DL9860.The horizontal coordinates were established by GPS observations
 DL9860.and adjusted by the National Geodetic Survey in June 2012.
 DL9860
 DL9860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9860.been affixed to the stable North American tectonic plate. See 
 DL9860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9860
 DL9860.The horizontal coordinates are valid at the epoch date displayed above
 DL9860.which is a decimal equivalence of Year/Month/Day.
 DL9860
 DL9860.The orthometric height was determined by GPS observations and a
 DL9860.high-resolution geoid model.
 DL9860
 DL9860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9860.GEOID18 height accuracy estimate available here.
 DL9860
 DL9860.Click photographs - Photos may exist for this station.
 DL9860
 DL9860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9860
 DL9860.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9860
 DL9860.The ellipsoidal height was determined by GPS observations
 DL9860.and is referenced to NAD 83.
 DL9860
 DL9860. The following values were computed from the NAD 83(2011) position.
 DL9860
 DL9860;                    North         East     Units Scale Factor Converg.
 DL9860;SPC NJ       -   185,960.116   132,644.673   MT  0.99990371   -0 07 58.9
 DL9860;SPC NJ       -   610,104.15    435,185.06   sFT  0.99990371   -0 07 58.9
 DL9860;UTM  18      - 4,484,207.706   525,011.668   MT  0.99960770   +0 11 30.3
 DL9860
 DL9860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9860!SPC NJ       -   0.99999757  x   0.99990371  =   0.99990128
 DL9860!UTM  18      -   0.99999757  x   0.99960770  =   0.99960528
 DL9860
 DL9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2501184207(NAD 83)
 DL9860
 DL9860                          SUPERSEDED SURVEY CONTROL
 DL9860
 DL9860  NAD 83(2007)-  40 30 29.54993(N)    074 42 17.22709(W) AD(2002.00) 1
 DL9860  ELLIP H (07/18/10)   15.435  (m)                       GP(2002.00) 4 2
 DL9860
 DL9860.Superseded values are not recommended for survey control.
 DL9860
 DL9860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9860.See file dsdata.pdf to determine how the superseded data were derived.
 DL9860
 DL9860_MARKER: DD = SURVEY DISK
 DL9860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9860_STAMPING: 3E
 DL9860_MARK LOGO: HILSBT
 DL9860_PROJECTION: FLUSH
 DL9860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9860+STABILITY: SURFACE MOTION
 DL9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9860+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DL9860
 DL9860  HISTORY     - Date     Condition        Report By
 DL9860  HISTORY     - 2005     MONUMENTED
 DL9860  HISTORY     - 20070302 GOOD             B2A
 DL9860  HISTORY     - 20200731 GOOD             NJGS
 DL9860  HISTORY     - 20220907 GOOD             NJGS
 DL9860
 DL9860                          STATION DESCRIPTION
 DL9860
 DL9860'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9860'HT 3E STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9860'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE NORTHEAST SIDE
 DL9860'OF MILLING LANE.
 DL9860'
 DL9860'TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD
 DL9860'514, AND E MOUNTAIN ROAD, COUNTY ROAD 677, GO NORTHEAST ON E. MOUNTAIN
 DL9860'ROAD 0.16KM TO MILLING LANE, TURN LEFT ONTO MILLING LANE AND GO 1.13
 DL9860'KM (0.7 MI) AND THE MONUMENT IS ON THE RIGHT.  THE STATION IS LOCATED
 DL9860'3.35 M (11.0 FT) SOUTHEAST OF A POLE WITH NO NUMBER, 9.75 M (32.0 FT)
 DL9860'SOUTHEAST OF A DRIVEWAY THAT ACCESSES A FIELD, AND 4.88 M (16.0 FT)
 DL9860'NORTHEAST OF THE MILLING LANE CENTERLINE.  THE STATION IS FLUSH WITH
 DL9860'THE GROUND.
 DL9860
 DL9860                          STATION RECOVERY (2020)
 DL9860
 DL9860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9860'OPUS SOLUTION AVAILABLE.
 DL9860
 DL9860                          STATION RECOVERY (2022)
 DL9860
 DL9860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DL9860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9861 ***********************************************************************
 DL9861  DESIGNATION -  HT 3W
 DL9861  PID         -  DL9861
 DL9861  STATE/COUNTY-  NJ/SOMERSET
 DL9861  COUNTRY     -  US
 DL9861  USGS QUAD   -  RARITAN (2019)
 DL9861
 DL9861                         *CURRENT SURVEY CONTROL
 DL9861  ______________________________________________________________________
 DL9861* NAD 83(2011) POSITION- 40 30 37.81360(N) 074 42 40.87651(W)   ADJUSTED
 DL9861* NAD 83(2011) ELLIP HT-    11.588 (meters)        (06/27/12)   ADJUSTED
 DL9861* NAD 83(2011) EPOCH   -  2010.00
 DL9861* NAVD 88 ORTHO HEIGHT -    44.6   (meters)      146.    (feet) GPS OBS
 DL9861  ______________________________________________________________________
 DL9861  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9861  GEOID HEIGHT    -        -33.059 (meters)                     GEOID09
 DL9861  GEOID HEIGHT    -        -33.551 (meters)                     GEOID18
 DL9861  NAD 83(2011) X  -  1,280,462.034 (meters)                     COMP
 DL9861  NAD 83(2011) Y  - -4,684,227.923 (meters)                     COMP
 DL9861  NAD 83(2011) Z  -  4,121,254.273 (meters)                     COMP
 DL9861  LAPLACE CORR    -          4.00  (seconds)                    DEFLEC18
 DL9861
 DL9861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9861  Standards:
 DL9861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9861  -------------------------------------------------------------------
 DL9861  NETWORK    2.25   4.41           1.01   0.80   2.25     -0.11943424
 DL9861  -------------------------------------------------------------------
 DL9861  Click here for local accuracies and other accuracy information.
 DL9861
 DL9861.The horizontal coordinates were established by GPS observations
 DL9861.and adjusted by the National Geodetic Survey in June 2012.
 DL9861
 DL9861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9861.been affixed to the stable North American tectonic plate. See 
 DL9861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9861
 DL9861.The horizontal coordinates are valid at the epoch date displayed above
 DL9861.which is a decimal equivalence of Year/Month/Day.
 DL9861
 DL9861.The orthometric height was determined by GPS observations and a
 DL9861.high-resolution geoid model.
 DL9861
 DL9861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9861.GEOID18 height accuracy estimate available here.
 DL9861
 DL9861.Click photographs - Photos may exist for this station.
 DL9861
 DL9861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9861
 DL9861.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9861
 DL9861.The ellipsoidal height was determined by GPS observations
 DL9861.and is referenced to NAD 83.
 DL9861
 DL9861. The following values were computed from the NAD 83(2011) position.
 DL9861
 DL9861;                    North         East     Units Scale Factor Converg.
 DL9861;SPC NJ       -   186,216.306   132,088.524   MT  0.99990395   -0 08 14.3
 DL9861;SPC NJ       -   610,944.66    433,360.43   sFT  0.99990395   -0 08 14.3
 DL9861;UTM  18      - 4,484,460.664   524,454.240   MT  0.99960736   +0 11 15.0
 DL9861
 DL9861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9861!SPC NJ       -   0.99999818  x   0.99990395  =   0.99990213
 DL9861!UTM  18      -   0.99999818  x   0.99960736  =   0.99960554
 DL9861
 DL9861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2445484460(NAD 83)
 DL9861
 DL9861                          SUPERSEDED SURVEY CONTROL
 DL9861
 DL9861  NAD 83(2007)-  40 30 37.81368(N)    074 42 40.87746(W) AD(2002.00) 1
 DL9861  ELLIP H (07/18/10)   11.565  (m)                       GP(2002.00) 4 2
 DL9861
 DL9861.Superseded values are not recommended for survey control.
 DL9861
 DL9861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9861.See file dsdata.pdf to determine how the superseded data were derived.
 DL9861
 DL9861_MARKER: DD = SURVEY DISK
 DL9861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9861_STAMPING: 3W
 DL9861_MARK LOGO: HILSBT
 DL9861_PROJECTION: FLUSH
 DL9861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9861+STABILITY: SURFACE MOTION
 DL9861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9861+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9861
 DL9861  HISTORY     - Date     Condition        Report By
 DL9861  HISTORY     - UNK      MONUMENTED
 DL9861  HISTORY     - 20070302 GOOD             B2A
 DL9861
 DL9861                          STATION DESCRIPTION
 DL9861
 DL9861'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9861'HT 3W STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9861'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE SOUTHWEST SIDE
 DL9861'OF MILLING LANE.
 DL9861'
 DL9861'TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD
 DL9861'514, AND E MOUNTAIN ROAD, COUNTY ROAD 677, GO NORTHEAST ON E. MOUNTAIN
 DL9861'ROAD 0.16KM TO MILLING LANE, TURN LEFT ONTO MILLING LANE AND GO 2.09
 DL9861'KM (1.3 MI) TO 775 MILLING LANE.  THE MONUMENT IS LOCATED ON THE LEFT
 DL9861'SIDE ACROSS FROM AN EXISTING STRUCTURE, 775 MILLING LAND.
 DL9861'
 DL9861'THE STATION IS LOCATED 4.88 M (16.0 FT) SOUTHWEST OF THE MILLING LANE
 DL9861'CENTERLINE, 3.87 M (12.7 FT) SOUTHWEST OF A POLE WITH NO NUMBER, AND
 DL9861'25.45 M (83.5 FT) SOUTHEAST OF POLE BT 1572 HBT.  IT IS FLUSH WITH THE
 DL9861'GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9862 ***********************************************************************
 DL9862  DESIGNATION -  HT 4N
 DL9862  PID         -  DL9862
 DL9862  STATE/COUNTY-  NJ/SOMERSET
 DL9862  COUNTRY     -  US
 DL9862  USGS QUAD   -  HOPEWELL (2019)
 DL9862
 DL9862                         *CURRENT SURVEY CONTROL
 DL9862  ______________________________________________________________________
 DL9862* NAD 83(2011) POSITION- 40 29 57.92905(N) 074 45 39.07045(W)   ADJUSTED
 DL9862* NAD 83(2011) ELLIP HT-    -1.304 (meters)        (06/27/12)   ADJUSTED
 DL9862* NAD 83(2011) EPOCH   -  2010.00
 DL9862* NAVD 88 ORTHO HEIGHT -    31.8   (meters)      104.    (feet) GPS OBS
 DL9862  ______________________________________________________________________
 DL9862  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9862  GEOID HEIGHT    -        -33.100 (meters)                     GEOID09
 DL9862  GEOID HEIGHT    -        -33.642 (meters)                     GEOID18
 DL9862  NAD 83(2011) X  -  1,276,622.271 (meters)                     COMP
 DL9862  NAD 83(2011) Y  - -4,686,093.896 (meters)                     COMP
 DL9862  NAD 83(2011) Z  -  4,120,310.468 (meters)                     COMP
 DL9862  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 DL9862
 DL9862  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9862  Standards:
 DL9862         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9862            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9862  -------------------------------------------------------------------
 DL9862  NETWORK    1.90   4.12           0.86   0.66   2.10      0.12072751
 DL9862  -------------------------------------------------------------------
 DL9862  Click here for local accuracies and other accuracy information.
 DL9862
 DL9862.The horizontal coordinates were established by GPS observations
 DL9862.and adjusted by the National Geodetic Survey in June 2012.
 DL9862
 DL9862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9862.been affixed to the stable North American tectonic plate. See 
 DL9862.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9862
 DL9862.The horizontal coordinates are valid at the epoch date displayed above
 DL9862.which is a decimal equivalence of Year/Month/Day.
 DL9862
 DL9862.The orthometric height was determined by GPS observations and a
 DL9862.high-resolution geoid model.
 DL9862
 DL9862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9862.GEOID18 height accuracy estimate available here.
 DL9862
 DL9862.Click photographs - Photos may exist for this station.
 DL9862
 DL9862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9862
 DL9862.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9862
 DL9862.The ellipsoidal height was determined by GPS observations
 DL9862.and is referenced to NAD 83.
 DL9862
 DL9862. The following values were computed from the NAD 83(2011) position.
 DL9862
 DL9862;                    North         East     Units Scale Factor Converg.
 DL9862;SPC NJ       -   184,997.390   127,890.093   MT  0.99990602   -0 10 09.9
 DL9862;SPC NJ       -   606,945.60    419,586.08   sFT  0.99990602   -0 10 09.9
 DL9862;UTM  18      - 4,483,218.342   520,264.038   MT  0.99960505   +0 09 19.1
 DL9862
 DL9862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9862!SPC NJ       -   1.00000020  x   0.99990602  =   0.99990622
 DL9862!UTM  18      -   1.00000020  x   0.99960505  =   0.99960525
 DL9862
 DL9862:                Primary Azimuth Mark                     Grid Az
 DL9862:SPC NJ       -  HT 4S                                    160 15 42.3
 DL9862:UTM  18      -  HT 4S                                    159 56 13.3
 DL9862
 DL9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2026483218(NAD 83)
 DL9862
 DL9862|---------------------------------------------------------------------|
 DL9862| PID    Reference Object                     Distance      Geod. Az  |
 DL9862|                                                           dddmmss.s |
 DL9862| DL9863 HT 4S                               405.826 METERS 1600532.4 |
 DL9862|---------------------------------------------------------------------|
 DL9862
 DL9862                          SUPERSEDED SURVEY CONTROL
 DL9862
 DL9862  NAD 83(2007)-  40 29 57.92904(N)    074 45 39.07162(W) AD(2002.00) 1
 DL9862  ELLIP H (07/18/10)   -1.308  (m)                       GP(2002.00) 4 2
 DL9862
 DL9862.Superseded values are not recommended for survey control.
 DL9862
 DL9862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9862.See file dsdata.pdf to determine how the superseded data were derived.
 DL9862
 DL9862_MARKER: DD = SURVEY DISK
 DL9862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9862_STAMPING: 4N
 DL9862_MARK LOGO: HILSBT
 DL9862_PROJECTION: FLUSH
 DL9862_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9862+STABILITY: SURFACE MOTION
 DL9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9862+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9862
 DL9862  HISTORY     - Date     Condition        Report By
 DL9862  HISTORY     - UNK      MONUMENTED
 DL9862  HISTORY     - 20070302 GOOD             B2A
 DL9862
 DL9862                          STATION DESCRIPTION
 DL9862
 DL9862'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9862'HT 4N STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9862'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE EAST SIDE OF
 DL9862'WOODFERN ROAD.
 DL9862'
 DL9862'TO REACH THE STATION FROM THE JUNCTION OF RIVER ROAD, COUNTY ROAD 567,
 DL9862'AND AMWELL ROAD, COUNTY ROAD 514, GO EAST ON AMWELL ROAD, COUNTY ROAD
 DL9862'514, 3.22 KM (2.0 MI) TO WOODFERN ROAD, TURN RIGHT AND GO 0.80 KM
 DL9862'(0.5 MI) TO A DRIVEWAY FOR THE AMERMAN FARM, ON THE LEFT.
 DL9862'
 DL9862'THE STATION IS LOCATED ACROSS FROM THE DRIVEWAY, 6.40 M (21.0 FT)
 DL9862'EAST OF THE WOODFERN ROAD CENTERLINE, 13.72 M (45.0 FT) NORTHEAST OF
 DL9862'POLE NJ 253 HB, AND 10.36 M (34.0 FT) NORTHEAST OF THE JUNCTION OF THE
 DL9862'WOODFERN ROAD CENTERLINE AND THE CENTERLINE OF THE DRIVEWAY FOR
 DL9862'BUILDING 420.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9863 ***********************************************************************
 DL9863  DESIGNATION -  HT 4S
 DL9863  PID         -  DL9863
 DL9863  STATE/COUNTY-  NJ/SOMERSET
 DL9863  COUNTRY     -  US
 DL9863  USGS QUAD   -  HOPEWELL (2019)
 DL9863
 DL9863                         *CURRENT SURVEY CONTROL
 DL9863  ______________________________________________________________________
 DL9863* NAD 83(2011) POSITION- 40 29 45.55852(N) 074 45 33.20218(W)   ADJUSTED
 DL9863* NAD 83(2011) ELLIP HT-     3.727 (meters)        (06/27/12)   ADJUSTED
 DL9863* NAD 83(2011) EPOCH   -  2010.00
 DL9863* NAVD 88 ORTHO HEIGHT -    36.8   (meters)      121.    (feet) GPS OBS
 DL9863  ______________________________________________________________________
 DL9863  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9863  GEOID HEIGHT    -        -33.086 (meters)                     GEOID09
 DL9863  GEOID HEIGHT    -        -33.638 (meters)                     GEOID18
 DL9863  NAD 83(2011) X  -  1,276,821.738 (meters)                     COMP
 DL9863  NAD 83(2011) Y  - -4,686,300.353 (meters)                     COMP
 DL9863  NAD 83(2011) Z  -  4,120,023.572 (meters)                     COMP
 DL9863  LAPLACE CORR    -          3.91  (seconds)                    DEFLEC18
 DL9863
 DL9863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9863  Standards:
 DL9863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9863  -------------------------------------------------------------------
 DL9863  NETWORK    1.97   3.86           0.92   0.64   1.97      0.08254025
 DL9863  -------------------------------------------------------------------
 DL9863  Click here for local accuracies and other accuracy information.
 DL9863
 DL9863.The horizontal coordinates were established by GPS observations
 DL9863.and adjusted by the National Geodetic Survey in June 2012.
 DL9863
 DL9863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9863.been affixed to the stable North American tectonic plate. See 
 DL9863.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9863
 DL9863.The horizontal coordinates are valid at the epoch date displayed above
 DL9863.which is a decimal equivalence of Year/Month/Day.
 DL9863
 DL9863.The orthometric height was determined by GPS observations and a
 DL9863.high-resolution geoid model.
 DL9863
 DL9863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9863.GEOID18 height accuracy estimate available here.
 DL9863
 DL9863.Click photographs - Photos may exist for this station.
 DL9863
 DL9863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9863
 DL9863.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9863
 DL9863.The ellipsoidal height was determined by GPS observations
 DL9863.and is referenced to NAD 83.
 DL9863
 DL9863. The following values were computed from the NAD 83(2011) position.
 DL9863
 DL9863;                    North         East     Units Scale Factor Converg.
 DL9863;SPC NJ       -   184,615.444   128,027.137   MT  0.99990594   -0 10 06.0
 DL9863;SPC NJ       -   605,692.50    420,035.70   sFT  0.99990594   -0 10 06.0
 DL9863;UTM  18      - 4,482,837.294   520,403.203   MT  0.99960512   +0 09 22.9
 DL9863
 DL9863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9863!SPC NJ       -   0.99999942  x   0.99990594  =   0.99990536
 DL9863!UTM  18      -   0.99999942  x   0.99960512  =   0.99960454
 DL9863
 DL9863:                Primary Azimuth Mark                     Grid Az
 DL9863:SPC NJ       -  HT 4N                                    340 15 42.2
 DL9863:UTM  18      -  HT 4N                                    339 56 13.3
 DL9863
 DL9863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2040382837(NAD 83)
 DL9863
 DL9863|---------------------------------------------------------------------|
 DL9863| PID    Reference Object                     Distance      Geod. Az  |
 DL9863|                                                           dddmmss.s |
 DL9863| DL9862 HT 4N                               405.826 METERS 3400536.2 |
 DL9863|---------------------------------------------------------------------|
 DL9863
 DL9863                          SUPERSEDED SURVEY CONTROL
 DL9863
 DL9863  NAD 83(2007)-  40 29 45.55850(N)    074 45 33.20338(W) AD(2002.00) 1
 DL9863  ELLIP H (07/18/10)    3.721  (m)                       GP(2002.00) 4 2
 DL9863
 DL9863.Superseded values are not recommended for survey control.
 DL9863
 DL9863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9863.See file dsdata.pdf to determine how the superseded data were derived.
 DL9863
 DL9863_MARKER: DD = SURVEY DISK
 DL9863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9863_STAMPING: 4S
 DL9863_MARK LOGO: HILSBT
 DL9863_PROJECTION: FLUSH
 DL9863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9863+STABILITY: SURFACE MOTION
 DL9863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9863+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9863
 DL9863  HISTORY     - Date     Condition        Report By
 DL9863  HISTORY     - UNK      MONUMENTED
 DL9863  HISTORY     - 20070302 GOOD             B2A
 DL9863
 DL9863                          STATION DESCRIPTION
 DL9863
 DL9863'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9863'HT 4S STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9863'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE SOUTHWEST SIDE
 DL9863'OF WOODFERN ROAD, BY THE WOODFERN SCHOOL.
 DL9863'
 DL9863'TO REACH THE STATION FROM THE JUNCTION OF RIVER ROAD, COUNTY ROAD 567,
 DL9863'AND AMWELL ROAD, COUNTY ROAD 514, GO EAST ON AMWELL ROAD, COUNTY ROAD
 DL9863'514, 3.22 KM (2.0 MI) TO WOODFERN ROAD, TURN RIGHT AND GO 0.32 KM
 DL9863'(0.2 MI) TO A DRIVEWAY FOR THE WOODFERN SCHOOL, ON THE RIGHT.
 DL9863'
 DL9863'THE STATION IS LOCATED ACROSS FROM THE DRIVEWAY, 15.70 M (51.5 FT)
 DL9863'SOUTHWEST OF A 14 INCH (36 CM) MAPLE TREE, 14.47 M (47.5 FT)
 DL9863'SOUTHWEST OF AN 18 INCH (46 CM) OAK TREE, AND 18.51 M (60.7 FT)
 DL9863'NORTHWEST OF POLE BT 2131 HBT.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0297 ***********************************************************************
 KV0297  DESIGNATION -  HT 50+54
 KV0297  PID         -  KV0297
 KV0297  STATE/COUNTY-  NJ/HUDSON
 KV0297  COUNTRY     -  US
 KV0297  USGS QUAD   -  JERSEY CITY (2019)
 KV0297
 KV0297                         *CURRENT SURVEY CONTROL
 KV0297  ______________________________________________________________________
 KV0297* NAD 83(1986) POSITION- 40 43 39.     (N) 074 01 18.     (W)   SCALED
 KV0297* NAVD 88 ORTHO HEIGHT -   -26.007 (meters)      -85.32  (feet) ADJUSTED
 KV0297  ______________________________________________________________________
 KV0297  GEOID HEIGHT    -        -31.878 (meters)                     GEOID18
 KV0297  DYNAMIC HEIGHT  -        -25.998 (meters)      -85.30  (feet) COMP
 KV0297  MODELED GRAVITY -    980,248.3   (mgal)                       NAVD 88
 KV0297
 KV0297  VERT ORDER      -  FIRST     CLASS I
 KV0297
 KV0297.The horizontal coordinates were scaled from a map and have
 KV0297.an estimated accuracy of +/- 6 seconds.
 KV0297
 KV0297.The orthometric height was determined by differential leveling and
 KV0297.adjusted by the NATIONAL GEODETIC SURVEY
 KV0297.in June 1991.
 KV0297
 KV0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0297.GEOID18 height accuracy estimate available here.
 KV0297
 KV0297.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL826089(NAD 83)
 KV0297
 KV0297                          SUPERSEDED SURVEY CONTROL
 KV0297
 KV0297  NGVD 29 (04/16/92)  -25.667  (m)          -84.21   (f) ADJUSTED    1 1
 KV0297  NGVD 29 (??/??/87)  -25.667  (m)          -84.21   (f) SUPERSEDED  1 1
 KV0297
 KV0297.Superseded values are not recommended for survey control.
 KV0297
 KV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0297.See file dsdata.pdf to determine how the superseded data were derived.
 KV0297
 KV0297_MARKER: B = BOLT
 KV0297_SETTING: 39 = SET IN A TUNNEL
 KV0297_SP_SET: TUNNEL SIDEWALK
 KV0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV0298 ***********************************************************************
 KV0298  DESIGNATION -  HT 51+13
 KV0298  PID         -  KV0298
 KV0298  STATE/COUNTY-  NJ/HUDSON
 KV0298  COUNTRY     -  US
 KV0298  USGS QUAD   -  JERSEY CITY (2019)
 KV0298
 KV0298                         *CURRENT SURVEY CONTROL
 KV0298  ______________________________________________________________________
 KV0298* NAD 83(1986) POSITION- 40 43 39.     (N) 074 01 18.     (W)   SCALED
 KV0298* NAVD 88 ORTHO HEIGHT -   -26.846 (meters)      -88.08  (feet) ADJUSTED
 KV0298  ______________________________________________________________________
 KV0298  GEOID HEIGHT    -        -31.878 (meters)                     GEOID18
 KV0298  DYNAMIC HEIGHT  -        -26.835 (meters)      -88.04  (feet) COMP
 KV0298  MODELED GRAVITY -    980,248.3   (mgal)                       NAVD 88
 KV0298
 KV0298  VERT ORDER      -  FIRST     CLASS I
 KV0298
 KV0298.The horizontal coordinates were scaled from a map and have
 KV0298.an estimated accuracy of +/- 6 seconds.
 KV0298
 KV0298.The orthometric height was determined by differential leveling and
 KV0298.adjusted by the NATIONAL GEODETIC SURVEY
 KV0298.in June 1991.
 KV0298
 KV0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0298.GEOID18 height accuracy estimate available here.
 KV0298
 KV0298.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL826089(NAD 83)
 KV0298
 KV0298                          SUPERSEDED SURVEY CONTROL
 KV0298
 KV0298  NGVD 29 (04/16/92)  -26.506  (m)          -86.96   (f) ADJUSTED    1 1
 KV0298  NGVD 29 (??/??/87)  -26.506  (m)          -86.96   (f) SUPERSEDED  1 1
 KV0298
 KV0298.Superseded values are not recommended for survey control.
 KV0298
 KV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0298.See file dsdata.pdf to determine how the superseded data were derived.
 KV0298
 KV0298_MARKER: B = BOLT
 KV0298_SETTING: 39 = SET IN A TUNNEL
 KV0298_SP_SET: TUNNEL CURB
 KV0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0298
 KV0298  HISTORY     - Date     Condition        Report By
 KV0298  HISTORY     - UNK      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 = JULY 24, 2026 22:12:30 EDT
 DL9864 ***********************************************************************
 DL9864  DESIGNATION -  HT 5E
 DL9864  PID         -  DL9864
 DL9864  STATE/COUNTY-  NJ/SOMERSET
 DL9864  COUNTRY     -  US
 DL9864  USGS QUAD   -  FLEMINGTON (2019)
 DL9864
 DL9864                         *CURRENT SURVEY CONTROL
 DL9864  ______________________________________________________________________
 DL9864* NAD 83(2011) POSITION- 40 30 51.61614(N) 074 47 40.91522(W)   ADJUSTED
 DL9864* NAD 83(2011) ELLIP HT-    -5.967 (meters)        (06/27/12)   ADJUSTED
 DL9864* NAD 83(2011) EPOCH   -  2010.00
 DL9864* NAVD 88 ORTHO HEIGHT -    27.2   (meters)       89.    (feet) GPS OBS
 DL9864  ______________________________________________________________________
 DL9864  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9864  GEOID HEIGHT    -        -33.203 (meters)                     GEOID09
 DL9864  GEOID HEIGHT    -        -33.699 (meters)                     GEOID18
 DL9864  NAD 83(2011) X  -  1,273,570.830 (meters)                     COMP
 DL9864  NAD 83(2011) Y  - -4,685,805.794 (meters)                     COMP
 DL9864  NAD 83(2011) Z  -  4,121,566.552 (meters)                     COMP
 DL9864  LAPLACE CORR    -          3.65  (seconds)                    DEFLEC18
 DL9864
 DL9864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9864  Standards:
 DL9864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9864  -------------------------------------------------------------------
 DL9864  NETWORK    1.87   3.29           0.82   0.70   1.68     -0.04563059
 DL9864  -------------------------------------------------------------------
 DL9864  Click here for local accuracies and other accuracy information.
 DL9864
 DL9864.The horizontal coordinates were established by GPS observations
 DL9864.and adjusted by the National Geodetic Survey in June 2012.
 DL9864
 DL9864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9864.been affixed to the stable North American tectonic plate. See 
 DL9864.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9864
 DL9864.The horizontal coordinates are valid at the epoch date displayed above
 DL9864.which is a decimal equivalence of Year/Month/Day.
 DL9864
 DL9864.The orthometric height was determined by GPS observations and a
 DL9864.high-resolution geoid model.
 DL9864
 DL9864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9864.GEOID18 height accuracy estimate available here.
 DL9864
 DL9864.Click photographs - Photos may exist for this station.
 DL9864
 DL9864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9864
 DL9864.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9864
 DL9864.The ellipsoidal height was determined by GPS observations
 DL9864.and is referenced to NAD 83.
 DL9864
 DL9864. The following values were computed from the NAD 83(2011) position.
 DL9864
 DL9864;                    North         East     Units Scale Factor Converg.
 DL9864;SPC NJ       -   186,662.275   125,026.852   MT  0.99990767   -0 11 29.2
 DL9864;SPC NJ       -   612,407.81    410,192.26   sFT  0.99990767   -0 11 29.2
 DL9864;UTM  18      - 4,484,866.472   517,392.275   MT  0.99960372   +0 08 00.1
 DL9864
 DL9864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9864!SPC NJ       -   1.00000094  x   0.99990767  =   0.99990861
 DL9864!UTM  18      -   1.00000094  x   0.99960372  =   0.99960466
 DL9864
 DL9864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1739284866(NAD 83)
 DL9864
 DL9864|---------------------------------------------------------------------|
 DL9864| PID    Reference Object                     Distance      Geod. Az  |
 DL9864|                                                           dddmmss.s |
 DL9864| DL9865 HT 5W                               281.254 METERS 29126     |
 DL9864|---------------------------------------------------------------------|
 DL9864
 DL9864                          SUPERSEDED SURVEY CONTROL
 DL9864
 DL9864  NAD 83(2007)-  40 30 51.61609(N)    074 47 40.91639(W) AD(2002.00) 1
 DL9864  ELLIP H (07/18/10)   -5.969  (m)                       GP(2002.00) 4 2
 DL9864
 DL9864.Superseded values are not recommended for survey control.
 DL9864
 DL9864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9864.See file dsdata.pdf to determine how the superseded data were derived.
 DL9864
 DL9864_MARKER: DD = SURVEY DISK
 DL9864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9864_STAMPING: 5E
 DL9864_MARK LOGO: HILSBT
 DL9864_PROJECTION: FLUSH
 DL9864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9864+STABILITY: SURFACE MOTION
 DL9864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9864+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2020
 DL9864
 DL9864  HISTORY     - Date     Condition        Report By
 DL9864  HISTORY     - UNK      MONUMENTED
 DL9864  HISTORY     - 20070302 GOOD             B2A
 DL9864  HISTORY     - 20200902 GOOD             NJGS
 DL9864
 DL9864                          STATION DESCRIPTION
 DL9864
 DL9864'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9864'HT 5E STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9864'STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE SOUTHWEST SIDE OF
 DL9864'THREE BRIDGES ROAD.
 DL9864'
 DL9864'TO REACH THE STATION FROM THE INTERSECTION OF HUNTERDON COUNTY ROUTE
 DL9864'613 AND 3 BRIDGES ROAD, GO SOUTHEASTERLY ON 3 BRIDGES ROAD 0.7 KM
 DL9864'(0.4 MI) TO THE STATION ON THE RIGHT.
 DL9864'
 DL9864'THE STATION IS LOCATED 5.79 M (19.0 FT) SOUTHWEST OF THE THREE BRIDGES
 DL9864'ROAD CENTERLINE, 2 FT (0.6 M) SOUTH AND 6 FT (1.8 M) WEST OF THE
 DL9864'EASTERN END OF THE GUIDE BEAM FOR A LARGE CULVERT.  IT IS 15 FT
 DL9864'(4.6 M) EAST OF THE CULVERT, 70 FT (21.3 M) EAST OF UTILITY POLE
 DL9864'NUMBER 15 WHICH IS ON THE NORTH SIDE OF THE ROAD.  IT IS FLUSH WITH
 DL9864'THE GROUND.
 DL9864
 DL9864                          STATION RECOVERY (2020)
 DL9864
 DL9864'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9864'THE MONUMENT IS UNDER TREE COVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9866 ***********************************************************************
 DL9866  DESIGNATION -  HT 6N
 DL9866  PID         -  DL9866
 DL9866  STATE/COUNTY-  NJ/SOMERSET
 DL9866  COUNTRY     -  US
 DL9866  USGS QUAD   -  HOPEWELL (2019)
 DL9866
 DL9866                         *CURRENT SURVEY CONTROL
 DL9866  ______________________________________________________________________
 DL9866* NAD 83(2011) POSITION- 40 29 29.71127(N) 074 45 19.08925(W)   ADJUSTED
 DL9866* NAD 83(2011) ELLIP HT-    -7.680 (meters)        (06/27/12)   ADJUSTED
 DL9866* NAD 83(2011) EPOCH   -  2010.00
 DL9866* NAVD 88 ORTHO HEIGHT -    25.4   (meters)       83.    (feet) GPS OBS
 DL9866  ______________________________________________________________________
 DL9866  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9866  GEOID HEIGHT    -        -33.066 (meters)                     GEOID09
 DL9866  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 DL9866  NAD 83(2011) X  -  1,277,223.561 (meters)                     COMP
 DL9866  NAD 83(2011) Y  - -4,686,510.862 (meters)                     COMP
 DL9866  NAD 83(2011) Z  -  4,119,644.430 (meters)                     COMP
 DL9866  LAPLACE CORR    -          4.08  (seconds)                    DEFLEC18
 DL9866
 DL9866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9866  Standards:
 DL9866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9866  -------------------------------------------------------------------
 DL9866  NETWORK    2.81   4.45           1.36   0.76   2.27      0.10068143
 DL9866  -------------------------------------------------------------------
 DL9866  Click here for local accuracies and other accuracy information.
 DL9866
 DL9866.The horizontal coordinates were established by GPS observations
 DL9866.and adjusted by the National Geodetic Survey in June 2012.
 DL9866
 DL9866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9866.been affixed to the stable North American tectonic plate. See 
 DL9866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9866
 DL9866.The horizontal coordinates are valid at the epoch date displayed above
 DL9866.which is a decimal equivalence of Year/Month/Day.
 DL9866
 DL9866.The orthometric height was determined by GPS observations and a
 DL9866.high-resolution geoid model.
 DL9866
 DL9866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9866.GEOID18 height accuracy estimate available here.
 DL9866
 DL9866.Click photographs - Photos may exist for this station.
 DL9866
 DL9866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9866
 DL9866.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9866
 DL9866.The ellipsoidal height was determined by GPS observations
 DL9866.and is referenced to NAD 83.
 DL9866
 DL9866. The following values were computed from the NAD 83(2011) position.
 DL9866
 DL9866;                    North         East     Units Scale Factor Converg.
 DL9866;SPC NJ       -   184,125.705   128,358.022   MT  0.99990576   -0 09 56.8
 DL9866;SPC NJ       -   604,085.75    421,121.28   sFT  0.99990576   -0 09 56.8
 DL9866;UTM  18      - 4,482,349.585   520,736.757   MT  0.99960529   +0 09 32.0
 DL9866
 DL9866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9866!SPC NJ       -   1.00000120  x   0.99990576  =   0.99990696
 DL9866!UTM  18      -   1.00000120  x   0.99960529  =   0.99960649
 DL9866
 DL9866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2073682349(NAD 83)
 DL9866
 DL9866|---------------------------------------------------------------------|
 DL9866| PID    Reference Object                     Distance      Geod. Az  |
 DL9866|                                                           dddmmss.s |
 DL9866| DL9867 HT 6S                               218.094 METERS 18625     |
 DL9866|---------------------------------------------------------------------|
 DL9866
 DL9866                          SUPERSEDED SURVEY CONTROL
 DL9866
 DL9866  NAD 83(2007)-  40 29 29.71142(N)    074 45 19.09044(W) AD(2002.00) 1
 DL9866  ELLIP H (07/18/10)   -7.686  (m)                       GP(2002.00) 4 2
 DL9866
 DL9866.Superseded values are not recommended for survey control.
 DL9866
 DL9866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9866.See file dsdata.pdf to determine how the superseded data were derived.
 DL9866
 DL9866_MARKER: DD = SURVEY DISK
 DL9866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9866_STAMPING: 6N
 DL9866_MARK LOGO: HILSBT
 DL9866_PROJECTION: FLUSH
 DL9866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9866+STABILITY: SURFACE MOTION
 DL9866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9866+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9866
 DL9866  HISTORY     - Date     Condition        Report By
 DL9866  HISTORY     - UNK      MONUMENTED
 DL9866  HISTORY     - 20070302 GOOD             B2A
 DL9866
 DL9866                          STATION DESCRIPTION
 DL9866
 DL9866'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9866'HT 6N STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9866'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE EAST SIDE OF
 DL9866'MONTGOMERY ROAD.
 DL9866'
 DL9866'TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD
 DL9866'514, AND RIVER ROAD, COUNTY ROAD 567, GO EAST ON AMWELL ROAD, COUNTY
 DL9866'ROAD 514, 3.06 KM (1.9 MI) TO MONTGOMERY ROAD, TURN LEFT AND GO 0.96
 DL9866'KM (0.6 MI) TO 556 MONTGOMERY ROAD AND THE MONUMENT IS ON THE EAST
 DL9866'SIDE OF THE ROADWAY.
 DL9866'
 DL9866'THE STATION IS LOCATED 2.53 M (8.3 FT) SOUTHEAST OF A MAG NAIL FOUND
 DL9866'IN THE WHITE LINE OF MONTGOMERY ROAD, 2.53 M (8.3 FT) NORTHEAST OF A
 DL9866'MAG NAIL FOUND IN THE WHITE LINE OF MONTGOMERY ROAD, 20.39 M (66.9 FT)
 DL9866'SOUTHEAST OF A POLE WITH NO NUMBER, 23.64 M (77.6 FT) NORTHEAST OF A
 DL9866'20 INCH (51 CM) TREE.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9867 ***********************************************************************
 DL9867  DESIGNATION -  HT 6S
 DL9867  PID         -  DL9867
 DL9867  STATE/COUNTY-  NJ/SOMERSET
 DL9867  COUNTRY     -  US
 DL9867  USGS QUAD   -  HOPEWELL (2019)
 DL9867
 DL9867                         *CURRENT SURVEY CONTROL
 DL9867  ______________________________________________________________________
 DL9867* NAD 83(2011) POSITION- 40 29 22.68501(N) 074 45 20.12369(W)   ADJUSTED
 DL9867* NAD 83(2011) ELLIP HT-    -3.275 (meters)        (06/27/12)   ADJUSTED
 DL9867* NAD 83(2011) EPOCH   -  2010.00
 DL9867* NAVD 88 ORTHO HEIGHT -    29.8   (meters)       98.    (feet) GPS OBS
 DL9867  ______________________________________________________________________
 DL9867  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9867  GEOID HEIGHT    -        -33.060 (meters)                     GEOID09
 DL9867  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 DL9867  NAD 83(2011) X  -  1,277,237.941 (meters)                     COMP
 DL9867  NAD 83(2011) Y  - -4,686,656.275 (meters)                     COMP
 DL9867  NAD 83(2011) Z  -  4,119,482.465 (meters)                     COMP
 DL9867  LAPLACE CORR    -          4.11  (seconds)                    DEFLEC18
 DL9867
 DL9867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9867  Standards:
 DL9867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9867  -------------------------------------------------------------------
 DL9867  NETWORK    2.53   4.49           1.19   0.80   2.29      0.07654813
 DL9867  -------------------------------------------------------------------
 DL9867  Click here for local accuracies and other accuracy information.
 DL9867
 DL9867.The horizontal coordinates were established by GPS observations
 DL9867.and adjusted by the National Geodetic Survey in June 2012.
 DL9867
 DL9867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9867.been affixed to the stable North American tectonic plate. See 
 DL9867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9867
 DL9867.The horizontal coordinates are valid at the epoch date displayed above
 DL9867.which is a decimal equivalence of Year/Month/Day.
 DL9867
 DL9867.The orthometric height was determined by GPS observations and a
 DL9867.high-resolution geoid model.
 DL9867
 DL9867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9867.GEOID18 height accuracy estimate available here.
 DL9867
 DL9867.Click photographs - Photos may exist for this station.
 DL9867
 DL9867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9867
 DL9867.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9867
 DL9867.The ellipsoidal height was determined by GPS observations
 DL9867.and is referenced to NAD 83.
 DL9867
 DL9867. The following values were computed from the NAD 83(2011) position.
 DL9867
 DL9867;                    North         East     Units Scale Factor Converg.
 DL9867;SPC NJ       -   183,909.068   128,333.036   MT  0.99990578   -0 09 57.4
 DL9867;SPC NJ       -   603,375.00    421,039.30   sFT  0.99990578   -0 09 57.4
 DL9867;UTM  18      - 4,482,132.874   520,713.006   MT  0.99960528   +0 09 31.3
 DL9867
 DL9867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9867!SPC NJ       -   1.00000051  x   0.99990578  =   0.99990629
 DL9867!UTM  18      -   1.00000051  x   0.99960528  =   0.99960579
 DL9867
 DL9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2071382132(NAD 83)
 DL9867
 DL9867|---------------------------------------------------------------------|
 DL9867| PID    Reference Object                     Distance      Geod. Az  |
 DL9867|                                                           dddmmss.s |
 DL9867| DL9866 HT 6N                               218.094 METERS 00625     |
 DL9867|---------------------------------------------------------------------|
 DL9867
 DL9867                          SUPERSEDED SURVEY CONTROL
 DL9867
 DL9867  NAD 83(2007)-  40 29 22.68525(N)    074 45 20.12484(W) AD(2002.00) 1
 DL9867  ELLIP H (07/18/10)   -3.276  (m)                       GP(2002.00) 4 2
 DL9867
 DL9867.Superseded values are not recommended for survey control.
 DL9867
 DL9867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9867.See file dsdata.pdf to determine how the superseded data were derived.
 DL9867
 DL9867_MARKER: DD = SURVEY DISK
 DL9867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9867_STAMPING: 6S
 DL9867_MARK LOGO: HILSBT
 DL9867_PROJECTION: FLUSH
 DL9867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9867+STABILITY: SURFACE MOTION
 DL9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9867+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9867
 DL9867  HISTORY     - Date     Condition        Report By
 DL9867  HISTORY     - UNK      MONUMENTED
 DL9867  HISTORY     - 20070302 GOOD             B2A
 DL9867
 DL9867                          STATION DESCRIPTION
 DL9867
 DL9867'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9867'HT 6S STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9867'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE SOUTHEAST SIDE
 DL9867'OF MONTGOMERY ROAD.
 DL9867'
 DL9867'TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD
 DL9867'514, AND RIVER ROAD, COUNTY ROAD 567, GO EAST ON AMWELL ROAD, COUNTY
 DL9867'ROAD 514, 3.06 KM (1.9 MI) TO MONTGOMERY ROAD, TURN LEFT AND GO 1.13
 DL9867'KM (0.7 MI) TO 567 MONTGOMERY ROAD AND THE MONUMENT IS NORTH OF THE
 DL9867'STONE DRIVEWAY.
 DL9867'
 DL9867'THE STATION IS LOCATED 1.52 M (5.0 FT) SOUTHEAST OF THE MONTGOMERY
 DL9867'ROAD EDGE OF PAVEMENT, 12.15 M (39.9 FT) SOUTHEAST OF A 14 INCH
 DL9867'(36 CM) ASH TREE, 17.90 M (58.7 FT) NORTHEAST OF A 12 INCH (30 CM)
 DL9867'CHERRY TREE, 27.13 M (89.0 FT) NORTHEAST OF POLE BT 1587 HBT.  IT IS
 DL9867'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9868 ***********************************************************************
 DL9868  DESIGNATION -  HT 7E
 DL9868  PID         -  DL9868
 DL9868  STATE/COUNTY-  NJ/SOMERSET
 DL9868  COUNTRY     -  US
 DL9868  USGS QUAD   -  HOPEWELL (2019)
 DL9868
 DL9868                         *CURRENT SURVEY CONTROL
 DL9868  ______________________________________________________________________
 DL9868* NAD 83(2011) POSITION- 40 28 10.37084(N) 074 46 15.01108(W)   ADJUSTED
 DL9868* NAD 83(2011) ELLIP HT-    26.117 (meters)        (06/27/12)   ADJUSTED
 DL9868* NAD 83(2011) EPOCH   -  2010.00
 DL9868* NAVD 88 ORTHO HEIGHT -    59.1   (meters)      194.    (feet) GPS OBS
 DL9868  ______________________________________________________________________
 DL9868  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9868  GEOID HEIGHT    -        -33.018 (meters)                     GEOID09
 DL9868  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 DL9868  NAD 83(2011) X  -  1,276,377.012 (meters)                     COMP
 DL9868  NAD 83(2011) Y  - -4,688,414.741 (meters)                     COMP
 DL9868  NAD 83(2011) Z  -  4,117,804.890 (meters)                     COMP
 DL9868  LAPLACE CORR    -          4.66  (seconds)                    DEFLEC18
 DL9868
 DL9868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9868  Standards:
 DL9868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9868  -------------------------------------------------------------------
 DL9868  NETWORK    2.13   3.94           1.00   0.68   2.01     -0.05787429
 DL9868  -------------------------------------------------------------------
 DL9868  Click here for local accuracies and other accuracy information.
 DL9868
 DL9868.The horizontal coordinates were established by GPS observations
 DL9868.and adjusted by the National Geodetic Survey in June 2012.
 DL9868
 DL9868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9868.been affixed to the stable North American tectonic plate. See 
 DL9868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9868
 DL9868.The horizontal coordinates are valid at the epoch date displayed above
 DL9868.which is a decimal equivalence of Year/Month/Day.
 DL9868
 DL9868.The orthometric height was determined by GPS observations and a
 DL9868.high-resolution geoid model.
 DL9868
 DL9868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9868.GEOID18 height accuracy estimate available here.
 DL9868
 DL9868.Click photographs - Photos may exist for this station.
 DL9868
 DL9868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9868
 DL9868.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9868
 DL9868.The ellipsoidal height was determined by GPS observations
 DL9868.and is referenced to NAD 83.
 DL9868
 DL9868. The following values were computed from the NAD 83(2011) position.
 DL9868
 DL9868;                    North         East     Units Scale Factor Converg.
 DL9868;SPC NJ       -   181,682.575   127,033.708   MT  0.99990649   -0 10 32.8
 DL9868;SPC NJ       -   596,070.25    416,776.42   sFT  0.99990649   -0 10 32.8
 DL9868;UTM  18      - 4,479,899.729   519,426.701   MT  0.99960465   +0 08 55.5
 DL9868
 DL9868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9868!SPC NJ       -   0.99999590  x   0.99990649  =   0.99990239
 DL9868!UTM  18      -   0.99999590  x   0.99960465  =   0.99960055
 DL9868
 DL9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1942679899(NAD 83)
 DL9868
 DL9868|---------------------------------------------------------------------|
 DL9868| PID    Reference Object                     Distance      Geod. Az  |
 DL9868|                                                           dddmmss.s |
 DL9868| DL9869 HT 7W                               247.206 METERS 24214     |
 DL9868|---------------------------------------------------------------------|
 DL9868
 DL9868                          SUPERSEDED SURVEY CONTROL
 DL9868
 DL9868  NAD 83(2007)-  40 28 10.37103(N)    074 46 15.01225(W) AD(2002.00) 1
 DL9868  ELLIP H (07/18/10)   26.119  (m)                       GP(2002.00) 4 2
 DL9868
 DL9868.Superseded values are not recommended for survey control.
 DL9868
 DL9868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9868.See file dsdata.pdf to determine how the superseded data were derived.
 DL9868
 DL9868_MARKER: DD = SURVEY DISK
 DL9868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9868_STAMPING: 7E
 DL9868_MARK LOGO: HILSBT
 DL9868_PROJECTION: FLUSH
 DL9868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9868+STABILITY: SURFACE MOTION
 DL9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9868+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2020
 DL9868
 DL9868  HISTORY     - Date     Condition        Report By
 DL9868  HISTORY     - UNK      MONUMENTED
 DL9868  HISTORY     - 20070302 GOOD             B2A
 DL9868  HISTORY     - 20200713 GOOD             NJGS
 DL9868
 DL9868                          STATION DESCRIPTION
 DL9868
 DL9868'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9868'HT 7E STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9868'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE NORTHWEST SIDE
 DL9868'OF WERTSVILLE ROAD, AT THE ENTRANCE OF THE HILLSBOROUGH GOLF COUNTRY
 DL9868'CLUB.
 DL9868'
 DL9868'TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD
 DL9868'514, AND RIVER ROAD, COUNTY ROAD 567, GO EAST ON AMWELL ROAD, COUNTY
 DL9868'ROAD 514, 2.9 KM (1.8 MI) TO LONG HILL ROAD, TURN LEFT ONTO LONG HILL
 DL9868'ROAD AND GO 1.13 KM (0.7 MI) TO WARTSVILLE ROAD AND TURN RIGHT AND GO
 DL9868'3.06 KM (1.9 MI) TO THE ENTRANCE DRIVE OF THE HILLSBOROUGH GOLF
 DL9868'COUNTRY CLUB ON THE RIGHT.
 DL9868'
 DL9868'THE STATION IS LOCATED 15.24 M (50.0 FT) SOUTHEAST OF A CORNER OF A
 DL9868'STONE AND CONCRETE PILLAR, 20.12 M (66.0 FT) NORTHWEST OF POLE
 DL9868'JC934HB, 25.17 M (82.6 FT) SOUTHEAST OF POLE JC935HB, 3.30 M (10.8 FT)
 DL9868'NORTHEAST OF A MAG NAIL FOUND IN THE WHITE LINE OF WERTSVILLE ROAD,
 DL9868'2.89 M (9.5 FT) NORTHWEST OF A MAG NAIL FOUND IN THE WHITE LINE OF
 DL9868'WERTSVILLE ROAD, AND 7.90 M (25.9 FT) NORTHWEST OF AN X CUT MADE IN
 DL9868'THE TOP OF A 12 INCH (30 CM) RCP PIPE.  IT IS FLUSH WITH THE GROUND.
 DL9868
 DL9868                          STATION RECOVERY (2020)
 DL9868
 DL9868'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 DL9868'OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9869 ***********************************************************************
 DL9869  DESIGNATION -  HT 7W
 DL9869  PID         -  DL9869
 DL9869  STATE/COUNTY-  NJ/HUNTERDON
 DL9869  COUNTRY     -  US
 DL9869  USGS QUAD   -  HOPEWELL (2019)
 DL9869
 DL9869                         *CURRENT SURVEY CONTROL
 DL9869  ______________________________________________________________________
 DL9869* NAD 83(2011) POSITION- 40 28 06.63693(N) 074 46 24.29631(W)   ADJUSTED
 DL9869* NAD 83(2011) ELLIP HT-    19.219 (meters)        (06/27/12)   ADJUSTED
 DL9869* NAD 83(2011) EPOCH   -  2010.00
 DL9869* NAVD 88 ORTHO HEIGHT -    52.2   (meters)      171.    (feet) GPS OBS
 DL9869  ______________________________________________________________________
 DL9869  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9869  GEOID HEIGHT    -        -33.018 (meters)                     GEOID09
 DL9869  GEOID HEIGHT    -        -33.656 (meters)                     GEOID18
 DL9869  NAD 83(2011) X  -  1,276,184.211 (meters)                     COMP
 DL9869  NAD 83(2011) Y  - -4,688,539.259 (meters)                     COMP
 DL9869  NAD 83(2011) Z  -  4,117,712.793 (meters)                     COMP
 DL9869  LAPLACE CORR    -          4.66  (seconds)                    DEFLEC18
 DL9869
 DL9869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9869  Standards:
 DL9869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9869  -------------------------------------------------------------------
 DL9869  NETWORK    2.13   3.88           1.01   0.65   1.98     -0.06665581
 DL9869  -------------------------------------------------------------------
 DL9869  Click here for local accuracies and other accuracy information.
 DL9869
 DL9869.The horizontal coordinates were established by GPS observations
 DL9869.and adjusted by the National Geodetic Survey in June 2012.
 DL9869
 DL9869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9869.been affixed to the stable North American tectonic plate. See 
 DL9869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9869
 DL9869.The horizontal coordinates are valid at the epoch date displayed above
 DL9869.which is a decimal equivalence of Year/Month/Day.
 DL9869
 DL9869.The orthometric height was determined by GPS observations and a
 DL9869.high-resolution geoid model.
 DL9869
 DL9869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9869.GEOID18 height accuracy estimate available here.
 DL9869
 DL9869.Click photographs - Photos may exist for this station.
 DL9869
 DL9869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9869
 DL9869.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9869
 DL9869.The ellipsoidal height was determined by GPS observations
 DL9869.and is referenced to NAD 83.
 DL9869
 DL9869. The following values were computed from the NAD 83(2011) position.
 DL9869
 DL9869;                    North         East     Units Scale Factor Converg.
 DL9869;SPC NJ       -   181,568.086   126,814.639   MT  0.99990661   -0 10 38.8
 DL9869;SPC NJ       -   595,694.63    416,057.69   sFT  0.99990661   -0 10 38.8
 DL9869;UTM  18      - 4,479,784.036   519,208.349   MT  0.99960454   +0 08 49.4
 DL9869
 DL9869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9869!SPC NJ       -   0.99999699  x   0.99990661  =   0.99990360
 DL9869!UTM  18      -   0.99999699  x   0.99960454  =   0.99960153
 DL9869
 DL9869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1920879784(NAD 83)
 DL9869
 DL9869|---------------------------------------------------------------------|
 DL9869| PID    Reference Object                     Distance      Geod. Az  |
 DL9869|                                                           dddmmss.s |
 DL9869| DL9868 HT 7E                               247.206 METERS 06214     |
 DL9869|---------------------------------------------------------------------|
 DL9869
 DL9869                          SUPERSEDED SURVEY CONTROL
 DL9869
 DL9869  NAD 83(2007)-  40 28 06.63706(N)    074 46 24.29748(W) AD(2002.00) 1
 DL9869  ELLIP H (07/18/10)   19.221  (m)                       GP(2002.00) 4 2
 DL9869
 DL9869.Superseded values are not recommended for survey control.
 DL9869
 DL9869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9869.See file dsdata.pdf to determine how the superseded data were derived.
 DL9869
 DL9869_MARKER: DD = SURVEY DISK
 DL9869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9869_STAMPING: 7W
 DL9869_MARK LOGO: HILSBT
 DL9869_PROJECTION: FLUSH
 DL9869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9869+STABILITY: SURFACE MOTION
 DL9869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9869+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2023
 DL9869
 DL9869  HISTORY     - Date     Condition        Report By
 DL9869  HISTORY     - UNK      MONUMENTED
 DL9869  HISTORY     - 20070302 GOOD             B2A
 DL9869  HISTORY     - 20230404 GOOD             NJGS
 DL9869
 DL9869                          STATION DESCRIPTION
 DL9869
 DL9869'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9869'HT 7W STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9869'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE NORTHWEST SIDE
 DL9869'OF WERTSVILLE ROAD.
 DL9869'
 DL9869'TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD
 DL9869'514, AND RIVER ROAD, COUNTY ROAD 567, GO EAST ON AMWELL ROAD, COUNTY
 DL9869'ROAD 514, 2.9 KM (1.8 MI) TO LONG HILL ROAD, TURN LEFT ONTO LONG HILL
 DL9869'ROAD AND GO 1.13 KM (0.7 MI) TO WARTSVILLE ROAD AND TURN RIGHT AND GO
 DL9869'3.06 KM (1.9 MI) TO THE CENTERLINE OF THE ENTRANCE DRIVE OF THE
 DL9869'HILLSBOROUGH GOLF COUNTRY CLUB ON THE RIGHT AND CONTINUE 282M BEYOND
 DL9869'THE ENTRANCE OF THE HILLSBOROUGH GOLF COUNTRY CLUB.
 DL9869'
 DL9869'THE STATION IS LOCATED 0.65 M (2.1 FT) SOUTHEAST OF A CHISEL CUT MADE
 DL9869'IN THE CORNER OF A CONCRETE FENCE POST, 5.08 M (16.7 FT) NORTHEAST OF
 DL9869'A MAG NAIL FOUND IN THE WHITE LINE OF WERTSVILLE ROAD, 2.32 M (7.6 FT)
 DL9869'NORTHEAST OF A MAG NAIL FOUND IN THE WHITE LINE OF WERTSVILLE ROAD,
 DL9869'4.57 M (15.0 FT) NORTHWEST OF A MAG NAIL FOUND IN THE WHITE LINE OF
 DL9869'WERTSVILLE ROAD, AND 24.38 M (80.0 FT) NORTHWEST OF THE NORTHWEST
 DL9869'CORNER OF A CONCRETE HEADWALL SOUTH OF THE ROAD.  IT IS FLUSH WITH THE
 DL9869'GROUND.
 DL9869
 DL9869                          STATION RECOVERY (2023)
 DL9869
 DL9869'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 DL9869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9870 ***********************************************************************
 DL9870  DESIGNATION -  HT 8N
 DL9870  PID         -  DL9870
 DL9870  STATE/COUNTY-  NJ/SOMERSET
 DL9870  COUNTRY     -  US
 DL9870  USGS QUAD   -  HOPEWELL (2019)
 DL9870
 DL9870                         *CURRENT SURVEY CONTROL
 DL9870  ______________________________________________________________________
 DL9870* NAD 83(2011) POSITION- 40 28 19.78581(N) 074 45 02.20711(W)   ADJUSTED
 DL9870* NAD 83(2011) ELLIP HT-    44.694 (meters)        (06/27/12)   ADJUSTED
 DL9870* NAD 83(2011) EPOCH   -  2010.00
 DL9870* NAVD 88 ORTHO HEIGHT -    77.7   (meters)      255.    (feet) GPS OBS
 DL9870  ______________________________________________________________________
 DL9870  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9870  GEOID HEIGHT    -        -32.996 (meters)                     GEOID09
 DL9870  GEOID HEIGHT    -        -33.607 (meters)                     GEOID18
 DL9870  NAD 83(2011) X  -  1,277,985.911 (meters)                     COMP
 DL9870  NAD 83(2011) Y  - -4,687,795.712 (meters)                     COMP
 DL9870  NAD 83(2011) Z  -  4,118,037.873 (meters)                     COMP
 DL9870  LAPLACE CORR    -          4.77  (seconds)                    DEFLEC18
 DL9870
 DL9870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9870  Standards:
 DL9870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9870  -------------------------------------------------------------------
 DL9870  NETWORK    2.19   4.06           1.02   0.71   2.07     -0.01846016
 DL9870  -------------------------------------------------------------------
 DL9870  Click here for local accuracies and other accuracy information.
 DL9870
 DL9870.The horizontal coordinates were established by GPS observations
 DL9870.and adjusted by the National Geodetic Survey in June 2012.
 DL9870
 DL9870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9870.been affixed to the stable North American tectonic plate. See 
 DL9870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9870
 DL9870.The horizontal coordinates are valid at the epoch date displayed above
 DL9870.which is a decimal equivalence of Year/Month/Day.
 DL9870
 DL9870.The orthometric height was determined by GPS observations and a
 DL9870.high-resolution geoid model.
 DL9870
 DL9870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9870.GEOID18 height accuracy estimate available here.
 DL9870
 DL9870.Click photographs - Photos may exist for this station.
 DL9870
 DL9870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9870
 DL9870.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9870
 DL9870.The ellipsoidal height was determined by GPS observations
 DL9870.and is referenced to NAD 83.
 DL9870
 DL9870. The following values were computed from the NAD 83(2011) position.
 DL9870
 DL9870;                    North         East     Units Scale Factor Converg.
 DL9870;SPC NJ       -   181,967.890   128,749.425   MT  0.99990556   -0 09 45.6
 DL9870;SPC NJ       -   597,006.32    422,405.41   sFT  0.99990556   -0 09 45.6
 DL9870;UTM  18      - 4,480,194.669   521,140.258   MT  0.99960550   +0 09 42.7
 DL9870
 DL9870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9870!SPC NJ       -   0.99999299  x   0.99990556  =   0.99989855
 DL9870!UTM  18      -   0.99999299  x   0.99960550  =   0.99959849
 DL9870
 DL9870:                Primary Azimuth Mark                     Grid Az
 DL9870:SPC NJ       -  HT 8S                                    160 46 03.4
 DL9870:UTM  18      -  HT 8S                                    160 26 35.1
 DL9870
 DL9870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2114080194(NAD 83)
 DL9870
 DL9870|---------------------------------------------------------------------|
 DL9870| PID    Reference Object                     Distance      Geod. Az  |
 DL9870|                                                           dddmmss.s |
 DL9870| DL9871 HT 8S                               469.891 METERS 1603617.8 |
 DL9870|---------------------------------------------------------------------|
 DL9870
 DL9870                          SUPERSEDED SURVEY CONTROL
 DL9870
 DL9870  NAD 83(2007)-  40 28 19.78620(N)    074 45 02.20812(W) AD(2002.00) 1
 DL9870  ELLIP H (07/18/10)   44.687  (m)                       GP(2002.00) 4 2
 DL9870
 DL9870.Superseded values are not recommended for survey control.
 DL9870
 DL9870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9870.See file dsdata.pdf to determine how the superseded data were derived.
 DL9870
 DL9870_MARKER: DD = SURVEY DISK
 DL9870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9870_STAMPING: 8N
 DL9870_MARK LOGO: HILSBT
 DL9870_PROJECTION: FLUSH
 DL9870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9870+STABILITY: SURFACE MOTION
 DL9870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9870+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9870
 DL9870  HISTORY     - Date     Condition        Report By
 DL9870  HISTORY     - UNK      MONUMENTED
 DL9870  HISTORY     - 20070302 GOOD             B2A
 DL9870
 DL9870                          STATION DESCRIPTION
 DL9870
 DL9870'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9870'HT 8N STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9870'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE NORTHEAST SIDE
 DL9870'OF MONTGOMERY ROAD.
 DL9870'
 DL9870'TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD
 DL9870'514, AND LONG HILL ROAD, GO (SOUTH) LONG HILL ROAD, GO WEST ON AMWELL
 DL9870'ROAD, COUNTY ROAD 514), 0.80 KM (0.5 MI) TURN RIGHT ONTO MONTGOMERY
 DL9870'ROAD AND GO 0.64 KM (0.4 MI) TO AN ACCESS ROAD TO AN OPEN FIELD ON THE
 DL9870'LEFT SIDE OF MONTGOMERY ROAD.
 DL9870'
 DL9870'THE STATION IS LOCATED 0.91 M (3.0 FT) NORTH OF THE NORTH SIDE OF THE
 DL9870'ACCESS ROAD 5.33 M (17.5 FT) NORTHEAST OF THE MONTGOMERY ROAD
 DL9870'CENTERLINE, 2.97 M (9.7 FT) SOUTHEAST OF A MAG NAIL FOUND IN THE WHITE
 DL9870'LINE, 3.39 M (11.1 FT) NORTHEAST OF ANOTHER MAG NAIL FOUND IN THE
 DL9870'WHITE LINE, 9.04 M (29.7 FT) NORTHWEST OF AN 8 INCH (20 CM) CHERRY
 DL9870'TREE, 12.19 M (40.0 FT) NORTHEAST OF A CORNER POST TO A WIRE FENCE,
 DL9870'47.09 M (154.5 FT) NORTHEAST OF A POLE WITH NO NUMBER.  IT IS FLUSH
 DL9870'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9871 ***********************************************************************
 DL9871  DESIGNATION -  HT 8S
 DL9871  PID         -  DL9871
 DL9871  STATE/COUNTY-  NJ/SOMERSET
 DL9871  COUNTRY     -  US
 DL9871  USGS QUAD   -  ROCKY HILL (2019)
 DL9871
 DL9871                         *CURRENT SURVEY CONTROL
 DL9871  ______________________________________________________________________
 DL9871* NAD 83(2011) POSITION- 40 28 05.41655(N) 074 44 55.58333(W)   ADJUSTED
 DL9871* NAD 83(2011) ELLIP HT-    65.094 (meters)        (06/27/12)   ADJUSTED
 DL9871* NAD 83(2011) EPOCH   -  2010.00
 DL9871* NAVD 88 ORTHO HEIGHT -    98.1   (meters)      322.    (feet) GPS OBS
 DL9871  ______________________________________________________________________
 DL9871  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9871  GEOID HEIGHT    -        -32.981 (meters)                     GEOID09
 DL9871  GEOID HEIGHT    -        -33.599 (meters)                     GEOID18
 DL9871  NAD 83(2011) X  -  1,278,216.207 (meters)                     COMP
 DL9871  NAD 83(2011) Y  - -4,688,047.190 (meters)                     COMP
 DL9871  NAD 83(2011) Z  -  4,117,713.929 (meters)                     COMP
 DL9871  LAPLACE CORR    -          4.80  (seconds)                    DEFLEC18
 DL9871
 DL9871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9871  Standards:
 DL9871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9871  -------------------------------------------------------------------
 DL9871  NETWORK    2.67   4.78           1.25   0.85   2.44      0.12654027
 DL9871  -------------------------------------------------------------------
 DL9871  Click here for local accuracies and other accuracy information.
 DL9871
 DL9871.The horizontal coordinates were established by GPS observations
 DL9871.and adjusted by the National Geodetic Survey in June 2012.
 DL9871
 DL9871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9871.been affixed to the stable North American tectonic plate. See 
 DL9871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9871
 DL9871.The horizontal coordinates are valid at the epoch date displayed above
 DL9871.which is a decimal equivalence of Year/Month/Day.
 DL9871
 DL9871.The orthometric height was determined by GPS observations and a
 DL9871.high-resolution geoid model.
 DL9871
 DL9871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9871.GEOID18 height accuracy estimate available here.
 DL9871
 DL9871.Click photographs - Photos may exist for this station.
 DL9871
 DL9871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9871
 DL9871.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9871
 DL9871.The ellipsoidal height was determined by GPS observations
 DL9871.and is referenced to NAD 83.
 DL9871
 DL9871. The following values were computed from the NAD 83(2011) position.
 DL9871
 DL9871;                    North         East     Units Scale Factor Converg.
 DL9871;SPC NJ       -   181,524.266   128,904.193   MT  0.99990548   -0 09 41.3
 DL9871;SPC NJ       -   595,550.86    422,913.17   sFT  0.99990548   -0 09 41.3
 DL9871;UTM  18      - 4,479,752.061   521,297.488   MT  0.99960558   +0 09 47.0
 DL9871
 DL9871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9871!SPC NJ       -   0.99998979  x   0.99990548  =   0.99989527
 DL9871!UTM  18      -   0.99998979  x   0.99960558  =   0.99959537
 DL9871
 DL9871:                Primary Azimuth Mark                     Grid Az
 DL9871:SPC NJ       -  HT 8N                                    340 46 03.4
 DL9871:UTM  18      -  HT 8N                                    340 26 35.1
 DL9871
 DL9871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2129779752(NAD 83)
 DL9871
 DL9871|---------------------------------------------------------------------|
 DL9871| PID    Reference Object                     Distance      Geod. Az  |
 DL9871|                                                           dddmmss.s |
 DL9871| DL9870 HT 8N                               469.891 METERS 3403622.1 |
 DL9871|---------------------------------------------------------------------|
 DL9871
 DL9871                          SUPERSEDED SURVEY CONTROL
 DL9871
 DL9871  NAD 83(2007)-  40 28 05.41679(N)    074 44 55.58457(W) AD(2002.00) 1
 DL9871  ELLIP H (07/18/10)   65.093  (m)                       GP(2002.00) 4 2
 DL9871
 DL9871.Superseded values are not recommended for survey control.
 DL9871
 DL9871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9871.See file dsdata.pdf to determine how the superseded data were derived.
 DL9871
 DL9871_MARKER: DD = SURVEY DISK
 DL9871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9871_STAMPING: 8S
 DL9871_MARK LOGO: HILSBT
 DL9871_PROJECTION: FLUSH
 DL9871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9871+STABILITY: SURFACE MOTION
 DL9871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9871+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9871
 DL9871  HISTORY     - Date     Condition        Report By
 DL9871  HISTORY     - UNK      MONUMENTED
 DL9871  HISTORY     - 20070302 GOOD             B2A
 DL9871
 DL9871                          STATION DESCRIPTION
 DL9871
 DL9871'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9871'HT 8S STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9871'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE SOUTHWEST SIDE
 DL9871'OF MONTGOMERY ROAD.
 DL9871'
 DL9871'TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD
 DL9871'514, AND LONG HILL ROAD, GO (SOUTH) LONG HILL ROAD 1.29 KM (0.8 MI)
 DL9871'TURN RIGHT ONTO WERTSVILLE ROAD AND GO 1.29KM TURN LEFT ONTO
 DL9871'MONTGOMERY ROAD AND GO 1.29 KM (0.8 MI) TO 640 MONTGOMERY ROAD, A
 DL9871'SINGLE DWELLING ON THE RIGHT.
 DL9871'
 DL9871'THE STATION IS LOCATED 29.72 M (97.5 FT) TO THE RIGHT OF THE RIGHT
 DL9871'(NORTH) SIDE OF THE DRIVEWAY.  IT IS LOCATED 3.73 M (12.2 FT)
 DL9871'SOUTHEAST OF A MAG NAIL FOUND IN THE WHITE LINE, 4.92 M (16.1 FT)
 DL9871'NORTHWEST OF A MAG NAIL FOUND IN THE WHITE LINE, 17.37 M (57.0 FT)
 DL9871'NORTHWEST OF AN INLET, 12.18 M (40.0 FT) NORTHEAST OF A 6 INCH (15 CM)
 DL9871'CEDAR, 19.96 M (65.5 FT) SOUTHEAST OF A POLE WITH NO NUMBER.  IT IS
 DL9871'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DL9872 ***********************************************************************
 DL9872  DESIGNATION -  HT 9E
 DL9872  PID         -  DL9872
 DL9872  STATE/COUNTY-  NJ/SOMERSET
 DL9872  COUNTRY     -  US
 DL9872  USGS QUAD   -  ROCKY HILL (2019)
 DL9872
 DL9872                         *CURRENT SURVEY CONTROL
 DL9872  ______________________________________________________________________
 DL9872* NAD 83(2011) POSITION- 40 26 28.70826(N) 074 43 20.68045(W)   ADJUSTED
 DL9872* NAD 83(2011) ELLIP HT-    89.708 (meters)        (06/27/12)   ADJUSTED
 DL9872* NAD 83(2011) EPOCH   -  2010.00
 DL9872* NAVD 88 ORTHO HEIGHT -   122.6   (meters)      402.    (feet) GPS OBS
 DL9872  ______________________________________________________________________
 DL9872  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9872  GEOID HEIGHT    -        -32.862 (meters)                     GEOID09
 DL9872  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 DL9872  NAD 83(2011) X  -  1,280,887.993 (meters)                     COMP
 DL9872  NAD 83(2011) Y  - -4,689,343.788 (meters)                     COMP
 DL9872  NAD 83(2011) Z  -  4,115,460.048 (meters)                     COMP
 DL9872  LAPLACE CORR    -          3.07  (seconds)                    DEFLEC18
 DL9872
 DL9872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9872  Standards:
 DL9872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9872  -------------------------------------------------------------------
 DL9872  NETWORK    2.81   4.80           1.24   0.95   2.45     -0.44598327
 DL9872  -------------------------------------------------------------------
 DL9872  Click here for local accuracies and other accuracy information.
 DL9872
 DL9872.The horizontal coordinates were established by GPS observations
 DL9872.and adjusted by the National Geodetic Survey in June 2012.
 DL9872
 DL9872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9872.been affixed to the stable North American tectonic plate. See 
 DL9872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL9872
 DL9872.The horizontal coordinates are valid at the epoch date displayed above
 DL9872.which is a decimal equivalence of Year/Month/Day.
 DL9872
 DL9872.The orthometric height was determined by GPS observations and a
 DL9872.high-resolution geoid model.
 DL9872
 DL9872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9872.GEOID18 height accuracy estimate available here.
 DL9872
 DL9872.Click photographs - Photos may exist for this station.
 DL9872
 DL9872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9872
 DL9872.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9872
 DL9872.The ellipsoidal height was determined by GPS observations
 DL9872.and is referenced to NAD 83.
 DL9872
 DL9872. The following values were computed from the NAD 83(2011) position.
 DL9872
 DL9872;                    North         East     Units Scale Factor Converg.
 DL9872;SPC NJ       -   178,535.591   131,132.156   MT  0.99990438   -0 08 39.4
 DL9872;SPC NJ       -   585,745.52    430,222.75   sFT  0.99990438   -0 08 39.4
 DL9872;UTM  18      - 4,476,776.938   523,541.668   MT  0.99960682   +0 10 48.2
 DL9872
 DL9872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9872!SPC NJ       -   0.99998593  x   0.99990438  =   0.99989031
 DL9872!UTM  18      -   0.99998593  x   0.99960682  =   0.99959275
 DL9872
 DL9872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2354176776(NAD 83)
 DL9872
 DL9872                          SUPERSEDED SURVEY CONTROL
 DL9872
 DL9872  NAD 83(2007)-  40 26 28.70821(N)    074 43 20.68161(W) AD(2002.00) 1
 DL9872  ELLIP H (07/18/10)   89.670  (m)                       GP(2002.00) 4 2
 DL9872
 DL9872.Superseded values are not recommended for survey control.
 DL9872
 DL9872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9872.See file dsdata.pdf to determine how the superseded data were derived.
 DL9872
 DL9872_MARKER: DD = SURVEY DISK
 DL9872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9872_STAMPING: 9E
 DL9872_MARK LOGO: HILSBT
 DL9872_PROJECTION: FLUSH
 DL9872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL9872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9872+STABILITY: SURFACE MOTION
 DL9872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9872+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 DL9872
 DL9872  HISTORY     - Date     Condition        Report By
 DL9872  HISTORY     - UNK      MONUMENTED
 DL9872  HISTORY     - 20070302 GOOD             B2A
 DL9872
 DL9872                          STATION DESCRIPTION
 DL9872
 DL9872'DESCRIBED BY B2A CONSULTANTS 2007 (ARD)
 DL9872'HT 9E STATION DESCRIPTION DESCRIBED BY SOMERSET COUNTY 2005 THE
 DL9872'STATION IS LOCATED IN THE HILLSBOROUGH TOWNSHIP, ON THE NORTHWEST SIDE
 DL9872'OF DUTCHTOWN-ZION ROAD.
 DL9872'
 DL9872'TO REACH THE STATION FROM THE JUNCTION OF BELLE MEAD BLAWENBURG ROAD,
 DL9872'COUNTY ROAD 601 AND DUTCHTOWN HARLINGEN ROAD, COUNTY ROAD 604, GO
 DL9872'SOUTH ON BELLE MEAD BLAWENBURG ROAD, COUNTY ROAD 601, 0.16 KM (0.1 MI)
 DL9872'AND TURN RIGHT ONTO DUTCHTOWN-ZION ROAD AND GO 2.89 KM (1.8 MI) TO
 DL9872'DRIVEWAY FOR A SINGLE FAMILY DWELLING LOCATED AT 368 DUTCHTOWN-ZION
 DL9872'ROAD.
 DL9872'
 DL9872'THE STATION IS LOCATED 6.25 M (20.5 FT) NORTHWEST OF THE DUTCHTOWN
 DL9872'ROAD CENTERLINE, 25.37 M (83.2 FT) NORTHEAST OF POLE 53, 22.10 M
 DL9872'(72.5 FT) NORTHEAST OF POLE HBT 7185, 8.99 M (29.5 FT) SOUTHEAST OF
 DL9872'THE SOUTHEAST CORNER OF A LARGE RECTANGULAR STONE ON THE WEST SIDE OF
 DL9872'THE DRIVEWAY OF BUILDING 368, 4.10 M (13.5 FT) SOUTHWEST OF A CONCRETE
 DL9872'MONUMENT SET BY J. CILO ASSOCIATES, AND 24.54 M (80.5 FT) SOUTHWEST OF
 DL9872'POLE PSE G 162 HBT.  IT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4941 ***********************************************************************
 KV4941  DESIGNATION -  HUB SOUTH 1949
 KV4941  PID         -  KV4941
 KV4941  STATE/COUNTY-  NJ/MONMOUTH
 KV4941  COUNTRY     -  US
 KV4941  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4941
 KV4941                         *CURRENT SURVEY CONTROL
 KV4941  ______________________________________________________________________
 KV4941* NAD 83(1996) POSITION- 40 26 51.92246(N) 074 00 15.68327(W)   ADJUSTED
 KV4941* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4941  ______________________________________________________________________
 KV4941  GEOID HEIGHT    -        -32.478 (meters)                     GEOID18
 KV4941  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4941.GEOID18 height accuracy estimate available here.
 KV4941
 KV4941.Click photographs - Photos may exist for this station.
 KV4941
 KV4941.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4941
 KV4941. The following values were computed from the NAD 83(1996) position.
 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  =   0.99969274
 KV4941
 KV4941:                Primary Azimuth Mark                     Grid Az
 KV4941:SPC NJ       -  SANDY HOOK LH LIGHT 1835                 006 55 44.4
 KV4941:UTM  18      -  SANDY HOOK LH LIGHT 1835                 006 36 16.5
 KV4941
 KV4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8443077931(NAD 83)
 KV4941
 KV4941|---------------------------------------------------------------------|
 KV4941| PID    Reference Object                     Distance      Geod. Az  |
 KV4941|                                                           dddmmss.s |
 KV4941| KV4987 SANDY HOOK LH LIGHT 1835            APPROX. 1.6 KM 0071502.0 |
 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
 KV4941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4941.See file dsdata.pdf to determine how the superseded data were derived.
 KV4941
 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'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 = JULY 24, 2026 22:12:30 EDT
 KV4060 ***********************************************************************
 KV4060  DESIGNATION -  HUD
 KV4060  PID         -  KV4060
 KV4060  STATE/COUNTY-  NJ/HUDSON
 KV4060  COUNTRY     -  US
 KV4060  USGS QUAD   -  WEEHAWKEN (2016)
 KV4060
 KV4060                         *CURRENT SURVEY CONTROL
 KV4060  ______________________________________________________________________
 KV4060* NAD 83(1996) POSITION- 40 48 14.49413(N) 074 03 35.15045(W)   ADJUSTED
 KV4060* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4060  ______________________________________________________________________
 KV4060  GEOID HEIGHT    -        -31.955 (meters)                     GEOID18
 KV4060  LAPLACE CORR    -          7.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4060.GEOID18 height accuracy estimate available here.
 KV4060
 KV4060.Click photographs - Photos may exist for this station.
 KV4060
 KV4060.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4060
 KV4060. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000491  x   0.99991698  =   0.99992189
 KV4060!SPC NY L     -   1.00000491  x   0.99999522  =   1.00000013
 KV4060!UTM  18      -   1.00000491  x   0.99967742  =   0.99968232
 KV4060
 KV4060:                Primary Azimuth Mark                     Grid Az
 KV4060:SPC NJ       -  BLUFF                                    083 44 39.6
 KV4060:SPC NY L     -  BLUFF                                    084 04 16.0
 KV4060:UTM  18      -  BLUFF                                    083 25 03.3
 KV4060
 KV4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7930917427(NAD 83)
 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
 KV4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4060.See file dsdata.pdf to determine how the superseded data were derived.
 KV4060
 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 = JULY 24, 2026 22:12:30 EDT
 KV4103 ***********************************************************************
 KV4103  DESIGNATION -  HUDSON FOUNDRY CHIMNEY
 KV4103  PID         -  KV4103
 KV4103  STATE/COUNTY-  NJ/HUDSON
 KV4103  COUNTRY     -  US
 KV4103  USGS QUAD   -  WEEHAWKEN (2016)
 KV4103
 KV4103                         *CURRENT SURVEY CONTROL
 KV4103  ______________________________________________________________________
 KV4103* NAD 83(1996) POSITION- 40 46 32.08789(N) 074 04 54.03148(W)   ADJUSTED
 KV4103  ______________________________________________________________________
 KV4103  GEOID HEIGHT    -        -32.040 (meters)                     GEOID18
 KV4103  LAPLACE CORR    -          6.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4103.GEOID18 height accuracy estimate available here.
 KV4103
 KV4103.Click photographs - Photos may exist for this station.
 KV4103
 KV4103.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4103
 KV4103. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7749414250(NAD 83)
 KV4103
 KV4103                          SUPERSEDED SURVEY CONTROL
 KV4103
 KV4103  NAD 83(1996)-  40 46 32.08781(N)    074 04 54.03159(W) AD(       ) 3
 KV4103  NAD 83(1996)-  40 46 32.08677(N)    074 04 54.03322(W) AD(       ) 3
 KV4103  NAD 83(1992)-  40 46 32.08578(N)    074 04 54.03413(W) AD(       ) 3
 KV4103  NAD 83(1986)-  40 46 32.08899(N)    074 04 54.03324(W) AD(       ) 3
 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
 KV4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4103.See file dsdata.pdf to determine how the superseded data were derived.
 KV4103
 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 = JULY 24, 2026 22:12:30 EDT
 KU3889 ***********************************************************************
 KU3889  DESIGNATION -  HUDSON RIVER AERO BEACON
 KU3889  PID         -  KU3889
 KU3889  STATE/COUNTY-  NJ/BERGEN
 KU3889  COUNTRY     -  US
 KU3889  USGS QUAD   -  CENTRAL PARK (2019)
 KU3889
 KU3889                         *CURRENT SURVEY CONTROL
 KU3889  ______________________________________________________________________
 KU3889* NAD 83(1996) POSITION- 40 51 09.71001(N) 073 57 31.74849(W)   ADJUSTED
 KU3889  ______________________________________________________________________
 KU3889  GEOID HEIGHT    -        -31.564 (meters)                     GEOID18
 KU3889  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3889.GEOID18 height accuracy estimate available here.
 KU3889
 KU3889.Click photographs - Photos may exist for this station.
 KU3889
 KU3889.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3889
 KU3889. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8776022926(NAD 83)
 KU3889
 KU3889                          SUPERSEDED SURVEY CONTROL
 KU3889
 KU3889  NAD 83(1996)-  40 51 09.71001(N)    073 57 31.74848(W) AD(       ) 3
 KU3889  NAD 83(1996)-  40 51 09.70990(N)    073 57 31.74951(W) AD(       ) 3
 KU3889  NAD 83(1992)-  40 51 09.70809(N)    073 57 31.75003(W) AD(       ) 3
 KU3889  NAD 83(1986)-  40 51 09.71362(N)    073 57 31.74771(W) AD(       ) 3
 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
 KU3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3889.See file dsdata.pdf to determine how the superseded data were derived.
 KU3889
 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 = JULY 24, 2026 22:12:30 EDT
 DK4430 ***********************************************************************
 DK4430  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK4430  DESIGNATION -  HUNTERDON COUNTY CORS ARP
 DK4430  CORS_ID     -  NJHC
 DK4430  PID         -  DK4430
 DK4430  STATE/COUNTY-  NJ/HUNTERDON
 DK4430  COUNTRY     -  US
 DK4430  USGS QUAD   -  PITTSTOWN (2019)
 DK4430
 DK4430                         *CURRENT SURVEY CONTROL
 DK4430  ______________________________________________________________________
 DK4430* NAD 83(2011) POSITION- 40 30 05.80529(N) 074 54 04.01611(W)   ADJUSTED
 DK4430* NAD 83(2011) ELLIP HT-    95.927 (meters)        (04/??/25)   ADJUSTED
 DK4430* NAD 83(2011) EPOCH   -  2010.00
 DK4430* NAVD 88 ORTHO HEIGHT -   129.780 (meters)      425.79  (feet) ADJUSTED
 DK4430  ______________________________________________________________________
 DK4430  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 DK4430  NAD 83(2011) X  -  1,265,124.844 (meters)                     COMP
 DK4430  NAD 83(2011) Y  - -4,689,124.125 (meters)                     COMP
 DK4430  NAD 83(2011) Z  -  4,120,558.353 (meters)                     COMP
 DK4430  VERT ORDER      -  SECOND    CLASS II
 DK4430
 DK4430  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4430  Standards:
 DK4430         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4430            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4430  -------------------------------------------------------------------
 DK4430  NETWORK    0.07   0.14           0.03   0.02   0.07      0.08377300
 DK4430  -------------------------------------------------------------------
 DK4430
 DK4430.The coordinates were established by GPS observations
 DK4430.and adjusted by the National Geodetic Survey in April 2025.
 DK4430
 DK4430.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4430.been affixed to the stable North American Tectonic Plate. 
 DK4430
 DK4430.The coordinates are valid at the epoch date displayed above
 DK4430.which is a decimal equivalence of Year/Month/Day.
 DK4430
 DK4430.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK4430.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK4430.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK4430.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK4430.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK4430.published epoch of 2010.00.
 DK4430
 DK4430.Additional information on MYCS is available at:
 DK4430.https://geodesy.noaa.gov/CORS/index.shtml
 DK4430
 DK4430.The orthometric height was determined by differential leveling and
 DK4430.adjusted by the NATIONAL GEODETIC SURVEY
 DK4430.in April 2013.
 DK4430
 DK4430.No vertical observational check was made to the station.
 DK4430
 DK4430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4430.GEOID18 height accuracy estimate available here.
 DK4430
 DK4430.The PID for the CORS L1 Phase Center is DQ6476.
 DK4430
 DK4430.Click photographs - Photos may exist for this station.
 DK4430
 DK4430.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK4430
 DK4430.The ellipsoidal height was determined by GPS observations
 DK4430.and is referenced to NAD 83.
 DK4430
 DK4430. The following values were computed from the NAD 83(2011) position.
 DK4430
 DK4430;                    North         East     Units Scale Factor Converg.
 DK4430;SPC NJ       -   185,284.918   116,002.499   MT  0.99991422   -0 15 37.9
 DK4430;SPC NJ       -   607,888.94    380,584.87   sFT  0.99991422   -0 15 37.9
 DK4430;UTM  18      - 4,483,438.424   508,378.658   MT  0.99960086   +0 03 51.2
 DK4430
 DK4430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4430!SPC NJ       -   0.99998495  x   0.99991422  =   0.99989917
 DK4430!UTM  18      -   0.99998495  x   0.99960086  =   0.99958582
 DK4430
 DK4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0837883438(NAD 83)
 DK4430
 DK4430                          SUPERSEDED SURVEY CONTROL
 DK4430
 DK4430  NAD 83(2011)-  40 30 05.80527(N)    074 54 04.01601(W) AD(2010.00) c
 DK4430  ELLIP H (05/??/20)   95.909  (m)                       GP(2010.00) c c
 DK4430  NAD 83(2011)-  40 30 05.80473(N)    074 54 04.01555(W) AD(2010.00) c
 DK4430  ELLIP H (06/??/19)   95.920  (m)                       GP(2010.00) c c
 DK4430  NAD 83(2011)-  40 30 05.80472(N)    074 54 04.01548(W) AD(2010.00) c
 DK4430  ELLIP H (08/??/11)   95.918  (m)                       GP(2010.00) c c
 DK4430  NAD 83(CORS)-  40 30 05.80495(N)    074 54 04.01602(W) AD(2002.00) c
 DK4430  ELLIP H (06/??/08)   95.936  (m)                       GP(2002.00) c c
 DK4430
 DK4430.Superseded values are not recommended for survey control.
 DK4430
 DK4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4430.See file dsdata.pdf to determine how the superseded data were derived.
 DK4430
 DK4430_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK4430
 DK4430                          STATION DESCRIPTION
 DK4430
 DK4430'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK4430'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK4430'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK4430'AND LOG FILES ACCESSIBLE AT:
 DK4430'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3881 ***********************************************************************
 KV3881  DESIGNATION -  HURST
 KV3881  PID         -  KV3881
 KV3881  STATE/COUNTY-  NJ/BERGEN
 KV3881  COUNTRY     -  US
 KV3881  USGS QUAD   -  HACKENSACK (2019)
 KV3881
 KV3881                         *CURRENT SURVEY CONTROL
 KV3881  ______________________________________________________________________
 KV3881* NAD 83(1996) POSITION- 40 52 44.76231(N) 074 02 11.75176(W)   ADJUSTED
 KV3881* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV3881  ______________________________________________________________________
 KV3881  GEOID HEIGHT    -        -31.838 (meters)                     GEOID18
 KV3881  LAPLACE CORR    -          8.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3881.GEOID18 height accuracy estimate available here.
 KV3881
 KV3881.Click photographs - Photos may exist for this station.
 KV3881
 KV3881.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3881
 KV3881. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968583
 KV3881
 KV3881:                Primary Azimuth Mark                     Grid Az
 KV3881:SPC NJ       -  HOUSE                                    166 58 26.9
 KV3881:SPC NY L     -  HOUSE                                    167 18 04.9
 KV3881:UTM  18      -  HOUSE                                    166 38 48.7
 KV3881
 KV3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8117225782(NAD 83)
 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
 KV3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3881.See file dsdata.pdf to determine how the superseded data were derived.
 KV3881
 KV3881_MARKER: DS = TRIANGULATION STATION DISK
 KV3881_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3881_MARK LOGO: CGS
 KV3881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU0704 ***********************************************************************
 JU0704  DESIGNATION -  I3
 JU0704  PID         -  JU0704
 JU0704  STATE/COUNTY-  NJ/CAMDEN
 JU0704  COUNTRY     -  US
 JU0704  USGS QUAD   -  CAMDEN (2019)
 JU0704
 JU0704                         *CURRENT SURVEY CONTROL
 JU0704  ______________________________________________________________________
 JU0704* NAD 83(2011) POSITION- 39 53 41.57442(N) 075 04 18.80700(W)   ADJUSTED
 JU0704* NAD 83(2011) ELLIP HT-   -17.411 (meters)        (06/27/12)   ADJUSTED
 JU0704* NAD 83(2011) EPOCH   -  2010.00
 JU0704* NAVD 88 ORTHO HEIGHT -    15.418 (meters)       50.58  (feet) ADJUSTED
 JU0704  ______________________________________________________________________
 JU0704  GEOID HEIGHT    -        -32.836 (meters)                     GEOID18
 JU0704  NAD 83(2011) X  -  1,262,322.174 (meters)                     COMP
 JU0704  NAD 83(2011) Y  - -4,734,806.163 (meters)                     COMP
 JU0704  NAD 83(2011) Z  -  4,069,026.520 (meters)                     COMP
 JU0704  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 JU0704  DYNAMIC HEIGHT  -         15.412 (meters)       50.56  (feet) COMP
 JU0704  MODELED GRAVITY -    980,188.4   (mgal)                       NAVD 88
 JU0704
 JU0704  VERT ORDER      -  FIRST     CLASS II
 JU0704
 JU0704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0704  Standards:
 JU0704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0704  -------------------------------------------------------------------
 JU0704  NETWORK    0.93   1.47           0.44   0.29   0.75     -0.01754830
 JU0704  -------------------------------------------------------------------
 JU0704  Click here for local accuracies and other accuracy information.
 JU0704
 JU0704.The horizontal coordinates were established by GPS observations
 JU0704.and adjusted by the National Geodetic Survey in June 2012.
 JU0704
 JU0704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0704.been affixed to the stable North American tectonic plate. See 
 JU0704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0704
 JU0704.The horizontal coordinates are valid at the epoch date displayed above
 JU0704.which is a decimal equivalence of Year/Month/Day.
 JU0704
 JU0704.The orthometric height was determined by differential leveling and
 JU0704.adjusted by the NATIONAL GEODETIC SURVEY
 JU0704.in June 2007.
 JU0704
 JU0704.No vertical observational check was made to the station.
 JU0704
 JU0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0704.GEOID18 height accuracy estimate available here.
 JU0704
 JU0704.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 JU0704
 JU0704.The ellipsoidal height was determined by GPS observations
 JU0704.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0704
 JU0704;                    North         East     Units Scale Factor Converg.
 JU0704;SPC NJ       -   118,000.467   101,093.979   MT  0.99992944   -0 22 00.5
 JU0704;SPC NJ       -   387,139.87    331,672.50   sFT  0.99992944   -0 22 00.5
 JU0704;SPC PA S     -    65,824.210   829,010.686   MT  1.00000624   +1 44 15.1
 JU0704;SPC PA S     -   215,958.26  2,719,845.89   sFT  1.00000624   +1 44 15.1
 JU0704;UTM  18      - 4,416,092.704   493,854.020   MT  0.99960047   -0 02 46.0
 JU0704
 JU0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0704!SPC NJ       -   1.00000273  x   0.99992944  =   0.99993217
 JU0704!SPC PA S     -   1.00000273  x   1.00000624  =   1.00000897
 JU0704!UTM  18      -   1.00000273  x   0.99960047  =   0.99960320
 JU0704
 JU0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9385416092(NAD 83)
 JU0704
 JU0704                          SUPERSEDED SURVEY CONTROL
 JU0704
 JU0704  NAD 83(2007)-  39 53 41.57480(N)    075 04 18.80769(W) AD(2002.00) 0
 JU0704  ELLIP H (02/10/07)  -17.403  (m)                       GP(2002.00)    
 JU0704  ELLIP H (09/25/02)  -17.369  (m)                       GP(       ) 4 1
 JU0704  NAD 83(1996)-  39 53 41.57474(N)    075 04 18.80760(W) AD(       ) 1
 JU0704  ELLIP H (03/31/00)  -17.375  (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)  -17.376  (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)  -17.418  (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              15.42   (m)           50.6    (f) LEVELING    3  
 JU0704  NAVD 88 (06/15/91)   15.423  (m)           50.60   (f) SUPERSEDED  1 1
 JU0704  NGVD 29              15.77   (m)           51.7    (f) LEVELING    3  
 JU0704  NGVD 29 (11/26/84)   15.768  (m)           51.73   (f) ADJUSTED    1 1
 JU0704
 JU0704.Superseded values are not recommended for survey control.
 JU0704
 JU0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0704.See file dsdata.pdf to determine how the superseded data were derived.
 JU0704
 JU0704_MARKER: DB = BENCH MARK DISK
 JU0704_SETTING: 7 = 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 NOT SUITABLE FOR
 JU0704+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 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     - 20030626 GOOD             NJGS
 JU0704  HISTORY     - 20051128 GOOD             INDIV
 JU0704  HISTORY     - 20080627 GOOD             UE
 JU0704  HISTORY     - 20250502 MARK NOT FOUND   AAAS
 JU0704
 JU0704                          STATION DESCRIPTION
 JU0704
 JU0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0704'AT AUDUBON, ALONG THE PENNSYLVANIA-READING SEASHORE LINES, 115 FEET
 JU0704'NORTHWEST OF WEST CORNER OF THE STATION, 58 FEET SOUTHEAST OF A
 JU0704'TELEPHONE POLE, 51 FEET SOUTHWEST OF SOUTHWEST CURB OF ATLANTIC
 JU0704'STREET, 40 FEET SOUTHWEST OF A 12-INCH CEDAR TREE (THE SOUTHEASTERN
 JU0704'MOST ONE OF THREE), 29 FEET NORTHEAST OF NORTHEAST RAIL, ABOUT 1/2
 JU0704'FOOT BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JU0704'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'THE STATION IS LOCATED IN THE BOROUGH OF AUDUBON ABOUT 4 MI (6.4 KM)
 JU0704'EAST FROM THE DELAWARE RIVER AND ABOUT 3 MI (4.8 KM) SOUTHEAST FROM
 JU0704'THE CITY OF CAMDEN.
 JU0704'
 JU0704'TO REACH THE STATION FROM THE COLLINGSWOOD CIRCLE AT THE INTERSECTION
 JU0704'OF U.S. HIGHWAYS 30 AND 130, GO SOUTHEAST ON U.S. HIGHWAY 30 FOR 1.9
 JU0704'MI (3.1 KM) TO THE CROSSROADS INTERSECTION WITH MERCHANT STREET.  TURN
 JU0704'RIGHT AND GO 0.1 MI (0.2 KM) TO THE CROSSROADS INTERSECTION WITH EAST
 JU0704'ATLANTIC AVENUE.  TURN RIGHT AND GO ABOUT 75 M (246.1 FT) TO THE
 JU0704'STATION ON THE LEFT, SET FLUSH IN THE ASPHALT PAVED PARKING LOT OF THE
 JU0704'FORMER AUDUBON RAILROAD STATION, NOW PRESENTLY USED AS A DENTIST
 JU0704'OFFICE FOR DOCTORS JUDD AND SAVON.
 JU0704'
 JU0704'THE STATION IS 17.7 M (58.1 FT) SOUTHEAST FROM AN ABANDONED WOOD
 JU0704'UTILITY POLE, 8.9 M (29.2 FT) NORTHEAST FROM THE NORTHEAST RAIL OF THE
 JU0704'TRACKS, 18.6 MSOUTHWEST FROM THE CENTERLINE OF EAST ATLANTIC AVENUE,
 JU0704'0.7 M (2.3 FT) EAST-NORTHEAST FROM THE WEST-SOUTHWEST EDGE OF THE
 JU0704'ASPHALT PAVED PARKING LOT, 26.8 M (87.9 FT) NORTHWEST FROM THE WEST
 JU0704'CORNER OF THE FORMER RAILROAD STATION AND 29.4 M (96.5 FT) NORTHWEST
 JU0704'FROM THE NORTH CORNER 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 (2003)
 JU0704
 JU0704'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU0704'RECOVERED AS DESCRIBED.
 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.
 JU0704
 JU0704                          STATION RECOVERY (2008)
 JU0704
 JU0704'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0704'RECOVERED IN GOOD CONDITION.
 JU0704
 JU0704                          STATION RECOVERY (2025)
 JU0704
 JU0704'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 JU0704'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0704'SEARCH BY A ONE MAN PARTY.  REAL TIME NETWORK SURVEY TECHNOLOGY WAS
 JU0704'USED FOR RECOVERY PURPOSES.  COORDINATES REVEAL THAT THE STATION,
 JU0704'LOCATED IN AN ASPHALT PAVED PARKING LOT, HAS BE PAVED OVER AT SOME
 JU0704'TIME IN THE PAST.  IN ADDITION, A 24-INCH (61 CM) CEDAR TREE IS NOW
 JU0704'LOCATED ABOUT 10 FT (3.0 M) WEST OF IT'S LOCATION, RENDERING THE
 JU0704'STATION, IF RECOVERABLE IN THE FUTURE, UNUSABLE FOR SATELLITE
 JU0704'OBSERVATIONS.  THE STATION SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0211 ***********************************************************************
 KV0211  DESIGNATION -  IBM B 55 33
 KV0211  PID         -  KV0211
 KV0211  STATE/COUNTY-  NJ/MIDDLESEX
 KV0211  COUNTRY     -  US
 KV0211  USGS QUAD   -  ARTHUR KILL (2019)
 KV0211
 KV0211                         *CURRENT SURVEY CONTROL
 KV0211  ______________________________________________________________________
 KV0211* NAD 83(1986) POSITION- 40 35 04.9    (N) 074 13 20.8    (W)   HD_HELD2
 KV0211* NAVD 88 ORTHO HEIGHT -     9.587 (meters)       31.45  (feet) ADJUSTED
 KV0211  ______________________________________________________________________
 KV0211  GEOID HEIGHT    -        -32.430 (meters)                     GEOID18
 KV0211  DYNAMIC HEIGHT  -          9.583 (meters)       31.44  (feet) COMP
 KV0211  MODELED GRAVITY -    980,220.9   (mgal)                       NAVD 88
 KV0211
 KV0211  VERT ORDER      -  FIRST     CLASS II
 KV0211
 KV0211.The horizontal coordinates were established by autonomous hand held GPS
 KV0211.observations and have an estimated accuracy of +/- 10 meters.
 KV0211
 KV0211.The orthometric height was determined by differential leveling and
 KV0211.adjusted by the NATIONAL GEODETIC SURVEY
 KV0211.in June 1991.
 KV0211
 KV0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0211.GEOID18 height accuracy estimate available here.
 KV0211
 KV0211.Click photographs - Photos may exist for this station.
 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.      173,496.      MT  (+/- 10 meters HH2 GPS)
 KV0211
 KV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6580292946(NAD 83)
 KV0211
 KV0211                          SUPERSEDED SURVEY CONTROL
 KV0211
 KV0211  NGVD 29 (04/16/92)    9.908  (m)           32.51   (f) ADJUSTED    1 2
 KV0211  NGVD 29 (??/??/87)    9.926  (m)           32.57   (f) SUPERSEDED  1 2
 KV0211
 KV0211.Superseded values are not recommended for survey control.
 KV0211
 KV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0211.See file dsdata.pdf to determine how the superseded data were derived.
 KV0211
 KV0211_MARKER: DD = SURVEY DISK
 KV0211_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0211_SP_SET: STEP
 KV0211_STAMPING: MCS IBM B 55 33 E 33
 KV0211_MARK LOGO: USACE
 KV0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0211+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2007
 KV0211
 KV0211  HISTORY     - Date     Condition        Report By
 KV0211  HISTORY     - 1952     MONUMENTED       USACE
 KV0211  HISTORY     - 1952     GOOD             CGS
 KV0211  HISTORY     - 1989     GOOD             USPSQD
 KV0211  HISTORY     - 20070223 GOOD             GEOCAC
 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.
 KV0211
 KV0211                          STATION RECOVERY (2007)
 KV0211
 KV0211'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4942 ***********************************************************************
 KV4942  DESIGNATION -  IDEAL BEACH TANK
 KV4942  PID         -  KV4942
 KV4942  STATE/COUNTY-  NJ/MONMOUTH
 KV4942  COUNTRY     -  US
 KV4942  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4942
 KV4942                         *CURRENT SURVEY CONTROL
 KV4942  ______________________________________________________________________
 KV4942* NAD 83(1996) POSITION- 40 26 28.92730(N) 074 06 45.68151(W)   ADJUSTED
 KV4942  ______________________________________________________________________
 KV4942  GEOID HEIGHT    -        -32.355 (meters)                     GEOID18
 KV4942  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4942.GEOID18 height accuracy estimate available here.
 KV4942
 KV4942.Click photographs - Photos may exist for this station.
 KV4942
 KV4942.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4942
 KV4942. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7525177124(NAD 83)
 KV4942
 KV4942                          SUPERSEDED SURVEY CONTROL
 KV4942
 KV4942  NAD 83(1996)-  40 26 28.92727(N)    074 06 45.68027(W) AD(       ) 3
 KV4942  NAD 83(1986)-  40 26 28.92776(N)    074 06 45.67996(W) AD(       ) 3
 KV4942  NAD 27      -  40 26 28.54200(N)    074 06 47.18000(W) AD(       ) 3
 KV4942  USSD        -  40 26 28.90100(N)    074 06 47.03600(W) AD(       ) 3
 KV4942
 KV4942.Superseded values are not recommended for survey control.
 KV4942
 KV4942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4942.See file dsdata.pdf to determine how the superseded data were derived.
 KV4942
 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 = JULY 24, 2026 22:12:30 EDT
 AI5207 ***********************************************************************
 AI5207  DESIGNATION -  IMPERIAL
 AI5207  PID         -  AI5207
 AI5207  STATE/COUNTY-  NJ/MONMOUTH
 AI5207  COUNTRY     -  US
 AI5207  USGS QUAD   -  LONG BRANCH EAST (2019)
 AI5207
 AI5207                         *CURRENT SURVEY CONTROL
 AI5207  ______________________________________________________________________
 AI5207* NAD 83(1996) POSITION- 40 16 41.20244(N) 073 59 01.84710(W)   ADJUSTED
 AI5207* NAVD 88 ORTHO HEIGHT -    56.0   (meters)      184.    (feet) VERTCON3
 AI5207  ______________________________________________________________________
 AI5207  GEOID HEIGHT    -        -32.767 (meters)                     GEOID18
 AI5207  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5207.GEOID18 height accuracy estimate available here.
 AI5207
 AI5207.Click photographs - Photos may exist for this station.
 AI5207
 AI5207.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5207
 AI5207. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999635  x   0.99992371  =   0.99992006
 AI5207!UTM  18      -   0.99999635  x   0.99969186  =   0.99968821
 AI5207
 AI5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8638659120(NAD 83)
 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
 AI5207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5207.See file dsdata.pdf to determine how the superseded data were derived.
 AI5207
 AI5207_MARKER: DD = SURVEY DISK
 AI5207_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI5207_SP_SET: BUILDING ROOF
 AI5207_STAMPING: IMPERIAL 1988
 AI5207_MARK LOGO: NOS
 AI5207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5207+STABILITY: POSITION/ELEVATION WELL
 AI5207
 AI5207  HISTORY     - Date     Condition        Report By
 AI5207  HISTORY     - 1988     MONUMENTED       NOS
 AI5207
 AI5207                          STATION DESCRIPTION
 AI5207
 AI5207'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 KV0811 ***********************************************************************
 KV0811  DESIGNATION -  IN
 KV0811  PID         -  KV0811
 KV0811  STATE/COUNTY-  NJ/MONMOUTH
 KV0811  COUNTRY     -  US
 KV0811  USGS QUAD   -  ASBURY PARK (2019)
 KV0811
 KV0811                         *CURRENT SURVEY CONTROL
 KV0811  ______________________________________________________________________
 KV0811* NAD 83(1996) POSITION- 40 11 11.28724(N) 074 01 31.14601(W)   ADJUSTED
 KV0811* NAVD 88 ORTHO HEIGHT -     4.855 (meters)       15.93  (feet) ADJUSTED
 KV0811  ______________________________________________________________________
 KV0811  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 KV0811  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 KV0811  DYNAMIC HEIGHT  -          4.853 (meters)       15.92  (feet) COMP
 KV0811  MODELED GRAVITY -    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 and
 KV0811.adjusted by the NATIONAL GEODETIC SURVEY
 KV0811.in June 1991.
 KV0811
 KV0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0811.GEOID18 height accuracy estimate available here.
 KV0811
 KV0811.Click photographs - Photos may exist for this station.
 KV0811
 KV0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000440  x   0.99992011  =   0.99992451
 KV0811!UTM  18      -   1.00000440  x   0.99968475  =   0.99968915
 KV0811
 KV0811:                Primary Azimuth Mark                     Grid Az
 KV0811:SPC NJ       -  WEST                                     254 06 47.6
 KV0811:UTM  18      -  WEST                                     253 47 26.0
 KV0811
 KV0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8297248909(NAD 83)
 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  NGVD 29 (01/10/92)    5.185  (m)           17.01   (f) SUPERSEDED  1 2
 KV0811  NGVD 29 (??/??/87)    5.331  (m)           17.49   (f) SUPERSEDED  1 2
 KV0811
 KV0811.Superseded values are not recommended for survey control.
 KV0811
 KV0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0811.See file dsdata.pdf to determine how the superseded data were derived.
 KV0811
 KV0811_MARKER: DS = TRIANGULATION STATION DISK
 KV0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV0810 ***********************************************************************
 KV0810  DESIGNATION -  IN RM 1
 KV0810  PID         -  KV0810
 KV0810  STATE/COUNTY-  NJ/MONMOUTH
 KV0810  COUNTRY     -  US
 KV0810  USGS QUAD   -  ASBURY PARK (2019)
 KV0810
 KV0810                         *CURRENT SURVEY CONTROL
 KV0810  ______________________________________________________________________
 KV0810* NAD 83(1986) POSITION- 40 11 10.76   (N) 074 01 31.33   (W)   HD_HELD1
 KV0810* NAVD 88 ORTHO HEIGHT -     4.911 (meters)       16.11  (feet) ADJUSTED
 KV0810  ______________________________________________________________________
 KV0810  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 KV0810  DYNAMIC HEIGHT  -          4.908 (meters)       16.10  (feet) COMP
 KV0810  MODELED GRAVITY -    980,167.3   (mgal)                       NAVD 88
 KV0810
 KV0810  VERT ORDER      -  SECOND    CLASS 0
 KV0810
 KV0810.The horizontal coordinates were determined by differentially corrected
 KV0810.hand held GPS observations or other comparable positioning techniques
 KV0810.and have an estimated accuracy of +/- 3 meters.
 KV0810
 KV0810.The orthometric height was determined by differential leveling and
 KV0810.adjusted by the NATIONAL GEODETIC SURVEY
 KV0810.in June 1991.
 KV0810
 KV0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0810.GEOID18 height accuracy estimate available here.
 KV0810
 KV0810.Click photographs - Photos may exist for this station.
 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       -   150,308.9     190,416.2     MT  (+/- 3 meters HH1 GPS) 
 KV0810
 KV0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8296848892(NAD 83)
 KV0810
 KV0810                          SUPERSEDED SURVEY CONTROL
 KV0810
 KV0810  NGVD 29 (04/16/92)    5.237  (m)           17.18   (f) ADJUSTED    2 0
 KV0810  NGVD 29 (??/??/87)    5.282  (m)           17.33   (f) SUPERSEDED  2 0
 KV0810
 KV0810.Superseded values are not recommended for survey control.
 KV0810
 KV0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0810.See file dsdata.pdf to determine how the superseded data were derived.
 KV0810
 KV0810_MARKER: DR = REFERENCE MARK DISK
 KV0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0810_STAMPING: IN NO 1 1933
 KV0810_MARK LOGO: CGS
 KV0810_PROJECTION: RECESSED 41 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0812 ***********************************************************************
 KV0812  DESIGNATION -  IN RM 2
 KV0812  PID         -  KV0812
 KV0812  STATE/COUNTY-  NJ/MONMOUTH
 KV0812  COUNTRY     -  US
 KV0812  USGS QUAD   -  ASBURY PARK (2019)
 KV0812
 KV0812                         *CURRENT SURVEY CONTROL
 KV0812  ______________________________________________________________________
 KV0812* NAD 83(1986) POSITION- 40 11 12.09   (N) 074 01 31.52   (W)   HD_HELD1
 KV0812* NAVD 88 ORTHO HEIGHT -     5.716 (meters)       18.75  (feet) ADJUSTED
 KV0812  ______________________________________________________________________
 KV0812  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 KV0812  DYNAMIC HEIGHT  -          5.713 (meters)       18.74  (feet) COMP
 KV0812  MODELED GRAVITY -    980,167.3   (mgal)                       NAVD 88
 KV0812
 KV0812  VERT ORDER      -  FIRST     CLASS II
 KV0812
 KV0812.The horizontal coordinates were determined by differentially corrected
 KV0812.hand held GPS observations or other comparable positioning techniques
 KV0812.and have an estimated accuracy of +/- 3 meters.
 KV0812
 KV0812.The orthometric height was determined by differential leveling and
 KV0812.adjusted by the NATIONAL GEODETIC SURVEY
 KV0812.in June 1991.
 KV0812
 KV0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0812.GEOID18 height accuracy estimate available here.
 KV0812
 KV0812.Click photographs - Photos may exist for this station.
 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       -   150,349.9     190,411.5     MT  (+/- 3 meters HH1 GPS) 
 KV0812
 KV0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8296348933(NAD 83)
 KV0812
 KV0812                          SUPERSEDED SURVEY CONTROL
 KV0812
 KV0812  NGVD 29 (04/16/92)    6.045  (m)           19.83   (f) ADJUSTED    1 2
 KV0812  NGVD 29 (01/10/92)    6.045  (m)           19.83   (f) SUPERSEDED  1 2
 KV0812  NGVD 29 (??/??/87)    6.097  (m)           20.00   (f) SUPERSEDED  1 2
 KV0812
 KV0812.Superseded values are not recommended for survey control.
 KV0812
 KV0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0812.See file dsdata.pdf to determine how the superseded data were derived.
 KV0812
 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 = JULY 24, 2026 22:12:30 EDT
 JU2663 ***********************************************************************
 JU2663  DESIGNATION -  INDIAN
 JU2663  PID         -  JU2663
 JU2663  STATE/COUNTY-  NJ/OCEAN
 JU2663  COUNTRY     -  US
 JU2663  USGS QUAD   -  TOMS RIVER (2019)
 JU2663
 JU2663                         *CURRENT SURVEY CONTROL
 JU2663  ______________________________________________________________________
 JU2663* NAD 83(1996) POSITION- 39 59 39.74900(N) 074 10 22.56976(W)   ADJUSTED
 JU2663* NAVD 88 ORTHO HEIGHT -    26.    (meters)       85.    (feet) SCALED
 JU2663  ______________________________________________________________________
 JU2663  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 JU2663  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2663.GEOID18 height accuracy estimate available here.
 JU2663
 JU2663.Click photographs - Photos may exist for this station.
 JU2663
 JU2663.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2663
 JU2663. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2663:SPC NJ       -  INDIAN RM 3 AZIMUTH                      040 36 57.1
 JU2663:UTM  18      -  INDIAN RM 3 AZIMUTH                      040 17 40.2
 JU2663
 JU2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7060427460(NAD 83)
 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                       92.644 METERS 19528     |
 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
 JU2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2663.See file dsdata.pdf to determine how the superseded data were derived.
 JU2663
 JU2663_MARKER: DS = TRIANGULATION STATION DISK
 JU2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2663_STAMPING: INDIAN 1932
 JU2663_MARK LOGO: CGS
 JU2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2663+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU4095 ***********************************************************************
 JU4095  DESIGNATION -  INDIAN 2 AZ MK 2
 JU4095  PID         -  JU4095
 JU4095  STATE/COUNTY-  NJ/OCEAN
 JU4095  COUNTRY     -  US
 JU4095  USGS QUAD   -  TOMS RIVER (2019)
 JU4095
 JU4095                         *CURRENT SURVEY CONTROL
 JU4095  ______________________________________________________________________
 JU4095* NAD 83(1996) POSITION- 39 59 24.05004(N) 074 10 33.23932(W)   NO CHECK
 JU4095* NAVD 88 ORTHO HEIGHT -    22.    (meters)       72.    (feet) SCALED
 JU4095  ______________________________________________________________________
 JU4095  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 JU4095  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 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
 JU4095.No horizontal observational check was made to the station.
 JU4095
 JU4095.The orthometric height was scaled from a topographic map.
 JU4095
 JU4095.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4095.GEOID18 height accuracy estimate available here.
 JU4095
 JU4095.Click photographs - Photos may exist for this station.
 JU4095
 JU4095.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4095
 JU4095. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7035526974(NAD 83)
 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
 JU4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4095.See file dsdata.pdf to determine how the superseded data were derived.
 JU4095
 JU4095_MARKER: DZ = AZIMUTH MARK DISK
 JU4095_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KU4057 ***********************************************************************
 KU4057  DESIGNATION -  INDIAN HEAD 1921
 KU4057  PID         -  KU4057
 KU4057  STATE/COUNTY-  NJ/BERGEN
 KU4057  COUNTRY     -  US
 KU4057  USGS QUAD   -  YONKERS (2019)
 KU4057
 KU4057                         *CURRENT SURVEY CONTROL
 KU4057  ______________________________________________________________________
 KU4057* NAD 83(1996) POSITION- 40 55 42.11048(N) 073 55 35.51688(W)   ADJUSTED
 KU4057* NAVD 88 ORTHO HEIGHT -   129.    (meters)      423.    (feet) SCALED
 KU4057  ______________________________________________________________________
 KU4057  GEOID HEIGHT    -        -31.413 (meters)                     GEOID18
 KU4057  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4057.GEOID18 height accuracy estimate available here.
 KU4057
 KU4057.Click photographs - Photos may exist for this station.
 KU4057
 KU4057.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4057
 KU4057. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968528
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9037831359(NAD 83)
 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  USSD        -  40 55 42.18700(N)    073 55 36.93000(W) AD(       ) 3
 KU4057
 KU4057.Superseded values are not recommended for survey control.
 KU4057
 KU4057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4057.See file dsdata.pdf to determine how the superseded data were derived.
 KU4057
 KU4057_MARKER: H = DRILL HOLE
 KU4057_SETTING: 66 = SET IN ROCK OUTCROP
 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 = JULY 24, 2026 22:12:30 EDT
 JU2898 ***********************************************************************
 JU2898  DESIGNATION -  INGRAM 1936
 JU2898  PID         -  JU2898
 JU2898  STATE/COUNTY-  NJ/CAPE MAY
 JU2898  COUNTRY     -  US
 JU2898  USGS QUAD   -  AVALON (2019)
 JU2898
 JU2898                         *CURRENT SURVEY CONTROL
 JU2898  ______________________________________________________________________
 JU2898* NAD 83(1996) POSITION- 39 06 33.50145(N) 074 43 51.65747(W)   ADJUSTED
 JU2898* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2898  ______________________________________________________________________
 JU2898  GEOID HEIGHT    -        -35.169 (meters)                     GEOID18
 JU2898  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2898.GEOID18 height accuracy estimate available here.
 JU2898
 JU2898.Click photographs - Photos may exist for this station.
 JU2898
 JU2898.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2898
 JU2898. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000527  x   0.99990491  =   0.99991017
 JU2898!UTM  18      -   1.00000527  x   0.99960666  =   0.99961192
 JU2898
 JU2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2325528940(NAD 83)
 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
 JU2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2898.See file dsdata.pdf to determine how the superseded data were derived.
 JU2898
 JU2898_MARKER: DS = TRIANGULATION STATION DISK
 JU2898_SETTING: 7 = SET IN TOP OF 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  HISTORY     - 20081014 MARK NOT FOUND   GEOCAC
 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
 JU2898
 JU2898                          STATION RECOVERY (2008)
 JU2898
 JU2898'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 JU2898'BRIDGE HAS BEEN REMOVED AND AREA GRADED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2637 ***********************************************************************
 JU2637  DESIGNATION -  INLET
 JU2637  PID         -  JU2637
 JU2637  STATE/COUNTY-  NJ/OCEAN
 JU2637  COUNTRY     -  US
 JU2637  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2637
 JU2637                         *CURRENT SURVEY CONTROL
 JU2637  ______________________________________________________________________
 JU2637* NAD 83(1996) POSITION- 39 46 37.54228(N) 074 05 44.98001(W)   ADJUSTED
 JU2637* NAVD 88 ORTHO HEIGHT -     4.17  (+/-2cm)       13.7   (feet) VERTCON3
 JU2637  ______________________________________________________________________
 JU2637  GEOID HEIGHT    -        -33.299 (meters)                     GEOID18
 JU2637  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 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
 JU2637.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2637.GEOID18 height accuracy estimate available here.
 JU2637
 JU2637.The vertical order pertains to the NGVD 29 superseded value.
 JU2637
 JU2637.Click photographs - Photos may exist for this station.
 JU2637
 JU2637.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2637
 JU2637. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000457  x   0.99991475  =   0.99991932
 JU2637!UTM  18      -   1.00000457  x   0.99967381  =   0.99967838
 JU2637
 JU2637:                Primary Azimuth Mark                     Grid Az
 JU2637:SPC NJ       -  BARNEGAT LIGHT 2                         213 31 46.7
 JU2637:UTM  18      -  BARNEGAT LIGHT 2                         213 12 34.9
 JU2637
 JU2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7743003408(NAD 83)
 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               4.59   (m)           15.1    (f) LEVELING    3  
 JU2637
 JU2637.Superseded values are not recommended for survey control.
 JU2637
 JU2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2637.See file dsdata.pdf to determine how the superseded data were derived.
 JU2637
 JU2637_MARKER: DS = TRIANGULATION STATION DISK
 JU2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2637_STAMPING: INLET 1932
 JU2637_MARK LOGO: CGS
 JU2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2637+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2724 ***********************************************************************
 JU2724  DESIGNATION -  INLET
 JU2724  PID         -  JU2724
 JU2724  STATE/COUNTY-  NJ/OCEAN
 JU2724  COUNTRY     -  US
 JU2724  USGS QUAD   -  TUCKERTON (2019)
 JU2724
 JU2724                         *CURRENT SURVEY CONTROL
 JU2724  ______________________________________________________________________
 JU2724* NAD 83(1996) POSITION- 39 30 57.41081(N) 074 17 57.62379(W)   ADJUSTED
 JU2724* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2724  ______________________________________________________________________
 JU2724  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JU2724  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2724.GEOID18 height accuracy estimate available here.
 JU2724
 JU2724.Click photographs - Photos may exist for this station.
 JU2724
 JU2724.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2724
 JU2724. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000523  x   0.99990366  =   0.99990889
 JU2724!UTM  18      -   1.00000523  x   0.99964466  =   0.99964988
 JU2724
 JU2724:                Primary Azimuth Mark                     Grid Az
 JU2724:SPC NJ       -  SHEEPHEAD                                312 06 29.3
 JU2724:UTM  18      -  SHEEPHEAD                                311 47 23.9
 JU2724
 JU2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6022874268(NAD 83)
 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
 JU2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2724.See file dsdata.pdf to determine how the superseded data were derived.
 JU2724
 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 = JULY 24, 2026 22:12:30 EDT
 JU2636 ***********************************************************************
 JU2636  DESIGNATION -  INLET 2
 JU2636  PID         -  JU2636
 JU2636  STATE/COUNTY-  NJ/OCEAN
 JU2636  COUNTRY     -  US
 JU2636  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2636
 JU2636                         *CURRENT SURVEY CONTROL
 JU2636  ______________________________________________________________________
 JU2636* NAD 83(1996) POSITION- 39 46 38.36155(N) 074 05 51.09302(W)   ADJUSTED
 JU2636* NAVD 88 ORTHO HEIGHT -     0.6   (meters)        2.    (feet) VERTCON3
 JU2636  ______________________________________________________________________
 JU2636  GEOID HEIGHT    -        -33.296 (meters)                     GEOID18
 JU2636  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2636.GEOID18 height accuracy estimate available here.
 JU2636
 JU2636.Click photographs - Photos may exist for this station.
 JU2636
 JU2636.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2636
 JU2636. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967866
 JU2636
 JU2636:                Primary Azimuth Mark                     Grid Az
 JU2636:SPC NJ       -  FORKED RIVER 2                           006 11 05.1
 JU2636:UTM  18      -  FORKED RIVER 2                           005 51 53.3
 JU2636
 JU2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7728503432(NAD 83)
 JU2636
 JU2636|---------------------------------------------------------------------|
 JU2636| PID    Reference Object                     Distance      Geod. Az  |
 JU2636|                                                           dddmmss.s |
 JU2636| JU2627 FORKED RIVER 2                      APPROX. 2.8 KM 0062632.1 |
 JU2636| CB2114 INLET 2 RM 4                         19.763 METERS 02136     |
 JU2636| CB2113 INLET 2 AZ MK                                      0231342.5 |
 JU2636| CB2115 INLET 2 RM 5                         27.424 METERS 10829     |
 JU2636| JU2631 BARNEGAT INLET N BREAKWATER LT      APPROX. 2.1 KM 1621856.0 |
 JU2636| JU2632 BARNEGAT INLET S BREAKWATER LT      APPROX. 2.3 KM 1693854.2 |
 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
 JU2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2636.See file dsdata.pdf to determine how the superseded data were derived.
 JU2636
 JU2636_MARKER: DS = TRIANGULATION STATION DISK
 JU2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2636_STAMPING: INLET 2 1962
 JU2636_MARK LOGO: CGS
 JU2636_PROJECTION: PROJECTING 20 CENTIMETERS
 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     - 1984     MARK NOT FOUND   USPSQD
 JU2636  HISTORY     - 19910320 MARK NOT FOUND   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 (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 = JULY 24, 2026 22:12:30 EDT
 KV6403 ***********************************************************************
 KV6403  DESIGNATION -  INTAKE
 KV6403  PID         -  KV6403
 KV6403  STATE/COUNTY-  NJ/MERCER
 KV6403  COUNTRY     -  US
 KV6403  USGS QUAD   -  TRENTON WEST (2016)
 KV6403
 KV6403                         *CURRENT SURVEY CONTROL
 KV6403  ______________________________________________________________________
 KV6403* NAD 83(1996) POSITION- 40 12 15.38074(N) 074 45 46.94617(W)   NO CHECK
 KV6403* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6403  ______________________________________________________________________
 KV6403  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 KV6403  LAPLACE CORR    -          4.25  (seconds)                    DEFLEC18
 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
 KV6403.No horizontal observational check was made to the station.
 KV6403
 KV6403.The orthometric height was scaled from a topographic map.
 KV6403
 KV6403.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6403.GEOID18 height accuracy estimate available here.
 KV6403
 KV6403.Click photographs - Photos may exist for this station.
 KV6403
 KV6403.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6403
 KV6403. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000509  x   0.99990617  =   0.99991126
 KV6403!SPC PA S     -   1.00000509  x   0.99996870  =   0.99997379
 KV6403!UTM  18      -   1.00000509  x   0.99960501  =   0.99961010
 KV6403
 KV6403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2016650456(NAD 83)
 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
 KV6403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6403.See file dsdata.pdf to determine how the superseded data were derived.
 KV6403
 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: USACE
 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       USACE
 KV6403
 KV6403                          STATION DESCRIPTION
 KV6403
 KV6403'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 DQ3980 ***********************************************************************
 DQ3980  DESIGNATION -  INTERMEDIATE 0202
 DQ3980  PID         -  DQ3980
 DQ3980  STATE/COUNTY-  NJ/CAPE MAY
 DQ3980  COUNTRY     -  US
 DQ3980  USGS QUAD   -  MARMORA (2019)
 DQ3980
 DQ3980                         *CURRENT SURVEY CONTROL
 DQ3980  ______________________________________________________________________
 DQ3980* NAD 83(1986) POSITION- 39 15 27.25   (N) 074 40 39.05   (W)   HD_HELD1
 DQ3980* NAVD 88 ORTHO HEIGHT -     2.042 (meters)        6.70  (feet) ADJUSTED
 DQ3980  ______________________________________________________________________
 DQ3980  GEOID HEIGHT    -        -34.606 (meters)                     GEOID18
 DQ3980  DYNAMIC HEIGHT  -          2.041 (meters)        6.70  (feet) COMP
 DQ3980  MODELED GRAVITY -    980,095.0   (mgal)                       NAVD 88
 DQ3980
 DQ3980  VERT ORDER      -  SECOND    CLASS II
 DQ3980
 DQ3980.The horizontal coordinates were determined by differentially corrected
 DQ3980.hand held GPS observations or other comparable positioning techniques
 DQ3980.and have an estimated accuracy of +/- 3 meters.
 DQ3980
 DQ3980.The orthometric height was determined by differential leveling and
 DQ3980.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3980.in July 2018.
 DQ3980
 DQ3980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3980.GEOID18 height accuracy estimate available here.
 DQ3980
 DQ3980.Click photographs - Photos may exist for this station.
 DQ3980
 DQ3980.The dynamic height is computed by dividing the NAVD 88
 DQ3980.geopotential number by the normal gravity value computed on the
 DQ3980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3980.degrees latitude (g = 980.6199 gals.).
 DQ3980
 DQ3980.The modeled gravity was interpolated from observed gravity values.
 DQ3980
 DQ3980;                    North         East    Units  Estimated Accuracy
 DQ3980;SPC NJ       -    47,107.5     134,680.0     MT  (+/- 3 meters HH1 GPS) 
 DQ3980
 DQ3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2782345409(NAD 83)
 DQ3980
 DQ3980                          SUPERSEDED SURVEY CONTROL
 DQ3980
 DQ3980.No superseded survey control is available for this station.
 DQ3980
 DQ3980_MARKER: I = METAL ROD
 DQ3980_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ3980+WITH SETTING: INFORMATION.
 DQ3980_STAMPING: NO STAMP
 DQ3980_MARK LOGO: IDAK
 DQ3980_PROJECTION: FLUSH
 DQ3980_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ3980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3980_ROD/PIPE-DEPTH: 0.9 meters
 DQ3980
 DQ3980  HISTORY     - Date     Condition        Report By
 DQ3980  HISTORY     - 20150224 MONUMENTED       IDAK
 DQ3980
 DQ3980                          STATION DESCRIPTION
 DQ3980
 DQ3980'DESCRIBED BY DUBOIS AND KING, INC 2015 (JRF)
 DQ3980'THE STATION IS LOCATED ABOUT 5.7 MI (9.1 KM) WEST-SOUTHWEST OF OCEAN
 DQ3980'CITY, 4.7 MI (7.5 KM) EAST-SOUTHEAST OF TUCKAHOE AND 1.8 MI (3.0 KM)
 DQ3980'WEST-SOUTHWEST OF MARMORA.
 DQ3980'
 DQ3980'THIS MARK WAS USED AS A TEMPORARY BENCH MARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3077 ***********************************************************************
 JU3077  DESIGNATION -  IRISH
 JU3077  PID         -  JU3077
 JU3077  STATE/COUNTY-  NJ/CAMDEN
 JU3077  COUNTRY     -  US
 JU3077  USGS QUAD   -  RUNNEMEDE (2019)
 JU3077
 JU3077                         *CURRENT SURVEY CONTROL
 JU3077  ______________________________________________________________________
 JU3077* NAD 83(1996) POSITION- 39 51 08.61164(N) 075 04 01.50508(W)   ADJUSTED
 JU3077* NAVD 88 ORTHO HEIGHT -    40.    (meters)      131.    (feet) SCALED
 JU3077  ______________________________________________________________________
 JU3077  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 JU3077  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3077.GEOID18 height accuracy estimate available here.
 JU3077
 JU3077.Click photographs - Photos may exist for this station.
 JU3077
 JU3077.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3077
 JU3077. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999894  x   0.99992898  =   0.99992792
 JU3077!SPC PA S     -   0.99999894  x   1.00001364  =   1.00001258
 JU3077!UTM  18      -   0.99999894  x   0.99960041  =   0.99959935
 JU3077
 JU3077:                Primary Azimuth Mark                     Grid Az
 JU3077:SPC NJ       -  BERLIN STANDPIPE                         113 31 48.8
 JU3077:SPC PA S     -  BERLIN STANDPIPE                         111 25 34.2
 JU3077:UTM  18      -  BERLIN STANDPIPE                         113 12 35.4
 JU3077
 JU3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9426111376(NAD 83)
 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
 JU3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3077.See file dsdata.pdf to determine how the superseded data were derived.
 JU3077
 JU3077_MARKER: DS = TRIANGULATION STATION DISK
 JU3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3077_STAMPING: IRISH 1933
 JU3077_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV5641 ***********************************************************************
 KV5641  DESIGNATION -  IRON
 KV5641  PID         -  KV5641
 KV5641  STATE/COUNTY-  NJ/BURLINGTON
 KV5641  COUNTRY     -  US
 KV5641  USGS QUAD   -  BRISTOL (2019)
 KV5641
 KV5641                         *CURRENT SURVEY CONTROL
 KV5641  ______________________________________________________________________
 KV5641* NAD 83(1996) POSITION- 40 05 13.56860(N) 074 50 27.29646(W)   ADJUSTED
 KV5641* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5641  ______________________________________________________________________
 KV5641  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 KV5641  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5641.GEOID18 height accuracy estimate available here.
 KV5641
 KV5641.Click photographs - Photos may exist for this station.
 KV5641
 KV5641.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5641
 KV5641. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991545
 KV5641!SPC PA S     -   1.00000505  x   0.99997952  =   0.99998457
 KV5641!UTM  18      -   1.00000505  x   0.99960226  =   0.99960731
 KV5641
 KV5641:                Primary Azimuth Mark                     Grid Az
 KV5641:SPC NJ       -  BURLINGTON ST PAULS CH SPIRE             233 39 04.4
 KV5641:SPC PA S     -  BURLINGTON ST PAULS CH SPIRE             231 32 39.5
 KV5641:UTM  18      -  BURLINGTON ST PAULS CH SPIRE             233 19 45.3
 KV5641
 KV5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1356237436(NAD 83)
 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
 KV5641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5641.See file dsdata.pdf to determine how the superseded data were derived.
 KV5641
 KV5641_MARKER: DS = TRIANGULATION STATION DISK
 KV5641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5641_STAMPING: IRON 1935
 KV5641_MARK LOGO: CGS
 KV5641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5641+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV6853 ***********************************************************************
 KV6853  DESIGNATION -  IRVING
 KV6853  PID         -  KV6853
 KV6853  STATE/COUNTY-  NJ/ESSEX
 KV6853  COUNTRY     -  US
 KV6853  USGS QUAD   -  ELIZABETH (2016)
 KV6853
 KV6853                         *CURRENT SURVEY CONTROL
 KV6853  ______________________________________________________________________
 KV6853* NAD 83(2011) POSITION- 40 43 49.54724(N) 074 13 23.12550(W)   ADJUSTED
 KV6853* NAD 83(2011) ELLIP HT-    11.614 (meters)        (06/27/12)   ADJUSTED
 KV6853* NAD 83(2011) EPOCH   -  2010.00
 KV6853* NAVD 88 ORTHO HEIGHT -    44.1   (meters)      145.    (feet) GPS OBS
 KV6853  ______________________________________________________________________
 KV6853  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6853  GEOID HEIGHT    -        -32.610 (meters)                     GEOID90
 KV6853  GEOID HEIGHT    -        -32.447 (meters)                     GEOID18
 KV6853  NAD 83(2011) X  -  1,316,010.143 (meters)                     COMP
 KV6853  NAD 83(2011) Y  - -4,657,845.239 (meters)                     COMP
 KV6853  NAD 83(2011) Z  -  4,139,791.582 (meters)                     COMP
 KV6853  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC18
 KV6853
 KV6853  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6853  Standards:
 KV6853         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6853            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6853  -------------------------------------------------------------------
 KV6853  NETWORK    0.53   0.86           0.20   0.23   0.44     -0.07405134
 KV6853  -------------------------------------------------------------------
 KV6853  Click here for local accuracies and other accuracy information.
 KV6853
 KV6853.The horizontal coordinates were established by GPS observations
 KV6853.and adjusted by the National Geodetic Survey in June 2012.
 KV6853
 KV6853.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6853.been affixed to the stable North American tectonic plate. See 
 KV6853.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6853
 KV6853.The horizontal coordinates are valid at the epoch date displayed above
 KV6853.which is a decimal equivalence of Year/Month/Day.
 KV6853
 KV6853.The orthometric height was determined by GPS observations and a
 KV6853.high-resolution geoid model.
 KV6853
 KV6853.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6853.GEOID18 height accuracy estimate available here.
 KV6853
 KV6853.Click photographs - Photos may exist for this station.
 KV6853
 KV6853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6853
 KV6853.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6853
 KV6853.The ellipsoidal height was determined by GPS observations
 KV6853.and is referenced to NAD 83.
 KV6853
 KV6853. The following values were computed from the NAD 83(2011) position.
 KV6853
 KV6853;                    North         East     Units Scale Factor Converg.
 KV6853;SPC NJ       -   210,651.316   173,390.175   MT  0.99990673   +0 10 50.5
 KV6853;SPC NJ       -   691,111.86    568,864.27   sFT  0.99990673   +0 10 50.5
 KV6853;UTM  18      - 4,509,123.149   565,605.070   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6560509123(NAD 83)
 KV6853
 KV6853                          SUPERSEDED SURVEY CONTROL
 KV6853
 KV6853  NAD 83(2007)-  40 43 49.54743(N)    074 13 23.12624(W) AD(2002.00) 0
 KV6853  ELLIP H (02/10/07)   11.628  (m)                       GP(2002.00)    
 KV6853  ELLIP H (10/23/02)   11.625  (m)                       GP(       ) 4 1
 KV6853  NAD 83(1996)-  40 43 49.54766(N)    074 13 23.12648(W) AD(       ) 1
 KV6853  ELLIP H (05/14/99)   11.639  (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
 KV6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6853.See file dsdata.pdf to determine how the superseded data were derived.
 KV6853
 KV6853_MARKER: DD = SURVEY DISK
 KV6853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - September 08, 2021
 KV6853
 KV6853  HISTORY     - Date     Condition        Report By
 KV6853  HISTORY     - 1991     MONUMENTED       NJDT
 KV6853  HISTORY     - 19920423 GOOD             NJGS
 KV6853  HISTORY     - 20210908 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.
 KV6853
 KV6853                          STATION RECOVERY (2021)
 KV6853
 KV6853'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6999 ***********************************************************************
 KV6999  DESIGNATION -  ISELIN 1
 KV6999  PID         -  KV6999
 KV6999  STATE/COUNTY-  NJ/MIDDLESEX
 KV6999  COUNTRY     -  US
 KV6999  USGS QUAD   -  PERTH AMBOY (2016)
 KV6999
 KV6999                         *CURRENT SURVEY CONTROL
 KV6999  ______________________________________________________________________
 KV6999* NAD 83(2011) POSITION- 40 34 12.46877(N) 074 19 40.01253(W)   ADJUSTED
 KV6999* NAD 83(2011) ELLIP HT-   -12.340 (meters)        (06/27/12)   ADJUSTED
 KV6999* NAD 83(2011) EPOCH   -  2010.00
 KV6999* NAVD 88 ORTHO HEIGHT -    20.3   (meters)       67.    (feet) GPS OBS
 KV6999  ______________________________________________________________________
 KV6999  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6999  GEOID HEIGHT    -        -32.940 (meters)                     GEOID93
 KV6999  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 KV6999  NAD 83(2011) X  -  1,310,624.740 (meters)                     COMP
 KV6999  NAD 83(2011) Y  - -4,671,389.626 (meters)                     COMP
 KV6999  NAD 83(2011) Z  -  4,126,270.508 (meters)                     COMP
 KV6999  LAPLACE CORR    -          5.28  (seconds)                    DEFLEC18
 KV6999
 KV6999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6999  Standards:
 KV6999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6999  -------------------------------------------------------------------
 KV6999  NETWORK    0.77   1.45           0.35   0.27   0.74      0.01925681
 KV6999  -------------------------------------------------------------------
 KV6999  Click here for local accuracies and other accuracy information.
 KV6999
 KV6999.The horizontal coordinates were established by GPS observations
 KV6999.and adjusted by the National Geodetic Survey in June 2012.
 KV6999
 KV6999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6999.been affixed to the stable North American tectonic plate. See 
 KV6999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6999
 KV6999.The horizontal coordinates are valid at the epoch date displayed above
 KV6999.which is a decimal equivalence of Year/Month/Day.
 KV6999
 KV6999.The orthometric height was determined by GPS observations and a
 KV6999.high-resolution geoid model.
 KV6999
 KV6999.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6999.GEOID18 height accuracy estimate available here.
 KV6999
 KV6999.Click photographs - Photos may exist for this station.
 KV6999
 KV6999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6999
 KV6999.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6999
 KV6999.The ellipsoidal height was determined by GPS observations
 KV6999.and is referenced to NAD 83.
 KV6999
 KV6999. The following values were computed from the NAD 83(2011) position.
 KV6999
 KV6999;                    North         East     Units Scale Factor Converg.
 KV6999;SPC NJ       -   192,829.656   164,581.930   MT  0.99990262   +0 06 43.2
 KV6999;SPC NJ       -   632,641.96    539,965.88   sFT  0.99990262   +0 06 43.2
 KV6999;SPC NY L     -    44,854.654   272,243.547   MT  1.00000677   -0 12 51.8
 KV6999;SPC NY L     -   147,160.64    893,185.70   sFT  1.00000677   -0 12 51.8
 KV6999;UTM  18      - 4,491,256.317   556,900.533   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 23.6
 KV6999:SPC NY L     -  ISELIN 2                                 330 13 58.6
 KV6999:UTM  18      -  ISELIN 2                                 329 34 52.9
 KV6999
 KV6999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5690091256(NAD 83)
 KV6999
 KV6999|---------------------------------------------------------------------|
 KV6999| PID    Reference Object                     Distance      Geod. Az  |
 KV6999|                                                           dddmmss.s |
 KV6999| KV7000 ISELIN 2                            417.759 METERS 3300106.8 |
 KV6999|---------------------------------------------------------------------|
 KV6999
 KV6999                          SUPERSEDED SURVEY CONTROL
 KV6999
 KV6999  NAD 83(2007)-  40 34 12.46895(N)    074 19 40.01329(W) AD(2002.00) 0
 KV6999  ELLIP H (02/10/07)  -12.335  (m)                       GP(2002.00)    
 KV6999  ELLIP H (10/23/02)  -12.335  (m)                       GP(       ) 4 1
 KV6999  NAD 83(1996)-  40 34 12.46915(N)    074 19 40.01351(W) AD(       ) 1
 KV6999  ELLIP H (05/14/99)  -12.329  (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)  -12.398  (m)                       GP(       ) 3 1
 KV6999
 KV6999.Superseded values are not recommended for survey control.
 KV6999
 KV6999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6999.See file dsdata.pdf to determine how the superseded data were derived.
 KV6999
 KV6999_MARKER: DD = SURVEY DISK
 KV6999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6999_SP_SET: BRIDGE SIDEWALK
 KV6999_STAMPING: ISELIN 1 1991
 KV6999_MARK LOGO: NJHA
 KV6999_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6999+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2021
 KV6999
 KV6999  HISTORY     - Date     Condition        Report By
 KV6999  HISTORY     - 1991     MONUMENTED       NJHA
 KV6999  HISTORY     - 19930430 GOOD
 KV6999  HISTORY     - 19940427 GOOD             NJGS
 KV6999  HISTORY     - 20190820 GOOD             NJGS
 KV6999  HISTORY     - 20211019 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.
 KV6999
 KV6999                          STATION RECOVERY (2019)
 KV6999
 KV6999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV6999'RECOVERED IN GOOD CONDITION.
 KV6999
 KV6999                          STATION RECOVERY (2021)
 KV6999
 KV6999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7000 ***********************************************************************
 KV7000  DESIGNATION -  ISELIN 2
 KV7000  PID         -  KV7000
 KV7000  STATE/COUNTY-  NJ/MIDDLESEX
 KV7000  COUNTRY     -  US
 KV7000  USGS QUAD   -  PERTH AMBOY (2016)
 KV7000
 KV7000                         *CURRENT SURVEY CONTROL
 KV7000  ______________________________________________________________________
 KV7000* NAD 83(2011) POSITION- 40 34 24.19977(N) 074 19 48.88813(W)   ADJUSTED
 KV7000* NAD 83(2011) ELLIP HT-    -0.959 (meters)        (06/27/12)   ADJUSTED
 KV7000* NAD 83(2011) EPOCH   -  2010.00
 KV7000* NAVD 88 ORTHO HEIGHT -    31.7   (meters)      104.    (feet) GPS OBS
 KV7000  ______________________________________________________________________
 KV7000  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7000  GEOID HEIGHT    -        -32.950 (meters)                     GEOID93
 KV7000  GEOID HEIGHT    -        -32.694 (meters)                     GEOID18
 KV7000  NAD 83(2011) X  -  1,310,362.497 (meters)                     COMP
 KV7000  NAD 83(2011) Y  - -4,671,227.739 (meters)                     COMP
 KV7000  NAD 83(2011) Z  -  4,126,552.772 (meters)                     COMP
 KV7000  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 KV7000
 KV7000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7000  Standards:
 KV7000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7000  -------------------------------------------------------------------
 KV7000  NETWORK    0.76   1.43           0.34   0.27   0.73      0.02172111
 KV7000  -------------------------------------------------------------------
 KV7000  Click here for local accuracies and other accuracy information.
 KV7000
 KV7000.The horizontal coordinates were established by GPS observations
 KV7000.and adjusted by the National Geodetic Survey in June 2012.
 KV7000
 KV7000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7000.been affixed to the stable North American tectonic plate. See 
 KV7000.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7000
 KV7000.The horizontal coordinates are valid at the epoch date displayed above
 KV7000.which is a decimal equivalence of Year/Month/Day.
 KV7000
 KV7000.The orthometric height was determined by GPS observations and a
 KV7000.high-resolution geoid model.
 KV7000
 KV7000.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7000.GEOID18 height accuracy estimate available here.
 KV7000
 KV7000.Click photographs - Photos may exist for this station.
 KV7000
 KV7000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7000
 KV7000.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7000
 KV7000.The ellipsoidal height was determined by GPS observations
 KV7000.and is referenced to NAD 83.
 KV7000
 KV7000. The following values were computed from the NAD 83(2011) position.
 KV7000
 KV7000;                    North         East     Units Scale Factor Converg.
 KV7000;SPC NJ       -   193,191.070   164,372.481   MT  0.99990254   +0 06 37.5
 KV7000;SPC NJ       -   633,827.70    539,278.71   sFT  0.99990254   +0 06 37.5
 KV7000;SPC NY L     -    45,217.293   272,036.139   MT  1.00000650   -0 12 57.6
 KV7000;SPC NY L     -   148,350.40    892,505.23   sFT  1.00000650   -0 12 57.6
 KV7000;UTM  18      - 4,491,616.441   556,689.092   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 23.5
 KV7000:SPC NY L     -  ISELIN 1                                 150 13 58.6
 KV7000:UTM  18      -  ISELIN 1                                 149 34 52.7
 KV7000
 KV7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5668991616(NAD 83)
 KV7000
 KV7000|---------------------------------------------------------------------|
 KV7000| PID    Reference Object                     Distance      Geod. Az  |
 KV7000|                                                           dddmmss.s |
 KV7000| KV6999 ISELIN 1                            417.759 METERS 1500101.0 |
 KV7000|---------------------------------------------------------------------|
 KV7000
 KV7000                          SUPERSEDED SURVEY CONTROL
 KV7000
 KV7000  NAD 83(2007)-  40 34 24.20006(N)    074 19 48.88880(W) AD(2002.00) 0
 KV7000  ELLIP H (02/10/07)   -0.954  (m)                       GP(2002.00)    
 KV7000  ELLIP H (10/23/02)   -0.955  (m)                       GP(       ) 4 1
 KV7000  NAD 83(1996)-  40 34 24.20026(N)    074 19 48.88901(W) AD(       ) 1
 KV7000  ELLIP H (05/14/99)   -0.949  (m)                       GP(       ) 4 1
 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)   -1.014  (m)                       GP(       ) 3 1
 KV7000
 KV7000.Superseded values are not recommended for survey control.
 KV7000
 KV7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7000.See file dsdata.pdf to determine how the superseded data were derived.
 KV7000
 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  HISTORY     - 20090624 POOR             INDIV
 KV7000  HISTORY     - 20090625 POOR             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.
 KV7000
 KV7000                          STATION RECOVERY (2009)
 KV7000
 KV7000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (PJW)
 KV7000'THE CONCRETE SIDEWALK IN WHICH THE DISK WAS SET WAS REPLACED SOMETIME
 KV7000'IN THE PAST.  WHOEVER PERFORMED THE SIDEWALK REPLACEMENT REMOVED THE
 KV7000'DISK AND 'REPLACED' IN THE NEW CONCRETE SIDEWALK.  THE STATION IS NO
 KV7000'LONGER AT ITS PUBLISHED COORDINATES AND IS THUS NO GOOD FOR ANY
 KV7000'CONTROL WORK.  THE DISK IS APPROXIMATELY 17CM SOUTH OF ITS PUBLISHED
 KV7000'POSITION.
 KV7000
 KV7000                          STATION RECOVERY (2009)
 KV7000
 KV7000'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (ECB)
 KV7000'THE SIDEWALK OF THE BRIDGE HAS BEEN REPLACED.  THE STATION DISK WAS
 KV7000'RESET INTO THE NEW SIDEWALK BUT NOT IN ITS ORIGINAL POSITION.  THE
 KV7000'PUBLISHED POSITION IS NO LONGER VALID AND SHOULD NOT BE USED FOR ANY
 KV7000'CONTROL SURVEYING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2617 ***********************************************************************
 JU2617  DESIGNATION -  ISLAND BEACH CG LOOKOUT SPIRE
 JU2617  PID         -  JU2617
 JU2617  STATE/COUNTY-  NJ/OCEAN
 JU2617  COUNTRY     -  US
 JU2617  USGS QUAD   -  SEASIDE PARK (2019)
 JU2617
 JU2617                         *CURRENT SURVEY CONTROL
 JU2617  ______________________________________________________________________
 JU2617* NAD 83(1996) POSITION- 39 53 44.42248(N) 074 04 54.76677(W)   ADJUSTED
 JU2617  ______________________________________________________________________
 JU2617  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 JU2617  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2617.GEOID18 height accuracy estimate available here.
 JU2617
 JU2617.Click photographs - Photos may exist for this station.
 JU2617
 JU2617.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2617
 JU2617. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7849016581(NAD 83)
 JU2617
 JU2617                          SUPERSEDED SURVEY CONTROL
 JU2617
 JU2617  NAD 83(1986)-  39 53 44.41567(N)    074 04 54.76115(W) AD(       ) 3
 JU2617  NAD 27      -  39 53 43.98900(N)    074 04 56.27500(W) AD(       ) 3
 JU2617  USSD        -  39 53 44.42200(N)    074 04 56.16100(W) AD(       ) 3
 JU2617
 JU2617.Superseded values are not recommended for survey control.
 JU2617
 JU2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2617.See file dsdata.pdf to determine how the superseded data were derived.
 JU2617
 JU2617_MARKER: 86 = CUPOLA
 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 = JULY 24, 2026 22:12:30 EDT
 JU2658 ***********************************************************************
 JU2658  DESIGNATION -  ISLAND HEIGHTS STANDPIPE
 JU2658  PID         -  JU2658
 JU2658  STATE/COUNTY-  NJ/OCEAN
 JU2658  COUNTRY     -  US
 JU2658  USGS QUAD   -  TOMS RIVER (2019)
 JU2658
 JU2658                         *CURRENT SURVEY CONTROL
 JU2658  ______________________________________________________________________
 JU2658* NAD 83(1996) POSITION- 39 56 34.70091(N) 074 08 47.65104(W)   ADJUSTED
 JU2658  ______________________________________________________________________
 JU2658  GEOID HEIGHT    -        -33.062 (meters)                     GEOID18
 JU2658  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2658.GEOID18 height accuracy estimate available here.
 JU2658
 JU2658.Click photographs - Photos may exist for this station.
 JU2658
 JU2658.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2658
 JU2658. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7290921776(NAD 83)
 JU2658
 JU2658                          SUPERSEDED SURVEY CONTROL
 JU2658
 JU2658  NAD 83(1986)-  39 56 34.69453(N)    074 08 47.64686(W) AD(       ) 3
 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
 JU2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2658.See file dsdata.pdf to determine how the superseded data were derived.
 JU2658
 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 = JULY 24, 2026 22:12:30 EDT
 LY2627 ***********************************************************************
 LY2627  DESIGNATION -  ISLEE
 LY2627  PID         -  LY2627
 LY2627  STATE/COUNTY-  NJ/SUSSEX
 LY2627  COUNTRY     -  US
 LY2627  USGS QUAD   -  NEWTON WEST (2019)
 LY2627
 LY2627                         *CURRENT SURVEY CONTROL
 LY2627  ______________________________________________________________________
 LY2627* NAD 83(1996) POSITION- 41 01 55.37049(N) 074 48 18.12062(W)   ADJUSTED
 LY2627* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 LY2627  ______________________________________________________________________
 LY2627  GEOID HEIGHT    -        -32.855 (meters)                     GEOID18
 LY2627  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2627.GEOID18 height accuracy estimate available here.
 LY2627
 LY2627.Click photographs - Photos may exist for this station.
 LY2627
 LY2627.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2627
 LY2627. The following values were computed from the NAD 83(1996) position.
 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       -   0.99995876  x   0.99990809  =   0.99986685
 LY2627!SPC PA N     -   0.99995876  x   0.99997933  =   0.99993809
 LY2627!UTM  18      -   0.99995876  x   0.99960331  =   0.99956208
 LY2627
 LY2627:                Primary Azimuth Mark                     Grid Az
 LY2627:SPC NJ       -  ISLEE AZ MK                              257 45 43.1
 LY2627:SPC PA N     -  ISLEE AZ MK                              255 36 48.6
 LY2627:UTM  18      -  ISLEE AZ MK                              257 26 01.4
 LY2627
 LY2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1638942332(NAD 83)
 LY2627
 LY2627|---------------------------------------------------------------------|
 LY2627| PID    Reference Object                     Distance      Geod. Az  |
 LY2627|                                                           dddmmss.s |
 LY2627| LY2628 NEWTON MUNICIPAL TANK               APPROX. 4.3 KM 0525354.2 |
 LY2627| CB4435 ISLEE RM 1                           34.213 METERS 06422     |
 LY2627| KV5791 ANDOVER MUNICIPAL TANK              APPROX. 7.2 KM 1365403.8 |
 LY2627| KV5824 TRANQUILITY METH CHURCH SPIRE       APPROX. 9.5 KM 1760830.7 |
 LY2627| KV5823 NEWTON PRESB CHURCH SPIRE           APPROX. 6.1 KM 2290252.4 |
 LY2627| CB4434 ISLEE AZ MK                                        2573342.2 |
 LY2627| CB4436 ISLEE RM 2                           24.643 METERS 29506     |
 LY2627| LY2626 NEWTON STATE POLICE RADIO MAST       98.390 METERS 31436     |
 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
 LY2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2627.See file dsdata.pdf to determine how the superseded data were derived.
 LY2627
 LY2627_MARKER: DS = TRIANGULATION STATION DISK
 LY2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2627_STAMPING: ISLEE 1947
 LY2627_MARK LOGO: CGS
 LY2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2627+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4729 ***********************************************************************
 KV4729  DESIGNATION -  ITALIAN CHURCH SPIRE
 KV4729  PID         -  KV4729
 KV4729  STATE/COUNTY-  NJ/ESSEX
 KV4729  COUNTRY     -  US
 KV4729  USGS QUAD   -  ELIZABETH (2016)
 KV4729
 KV4729                         *CURRENT SURVEY CONTROL
 KV4729  ______________________________________________________________________
 KV4729* NAD 83(1996) POSITION- 40 43 47.99519(N) 074 09 51.01910(W)   ADJUSTED
 KV4729  ______________________________________________________________________
 KV4729  GEOID HEIGHT    -        -32.297 (meters)                     GEOID18
 KV4729  LAPLACE CORR    -          5.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4729.GEOID18 height accuracy estimate available here.
 KV4729
 KV4729.Click photographs - Photos may exist for this station.
 KV4729
 KV4729.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4729
 KV4729. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7058009120(NAD 83)
 KV4729
 KV4729                          SUPERSEDED SURVEY CONTROL
 KV4729
 KV4729  NAD 83(1996)-  40 43 47.99508(N)    074 09 51.01930(W) AD(       ) 3
 KV4729  NAD 83(1986)-  40 43 47.99356(N)    074 09 51.02175(W) AD(       ) 3
 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
 KV4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4729.See file dsdata.pdf to determine how the superseded data were derived.
 KV4729
 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 = JULY 24, 2026 22:12:30 EDT
 JU0666 ***********************************************************************
 JU0666  DESIGNATION -  J 10
 JU0666  PID         -  JU0666
 JU0666  STATE/COUNTY-  NJ/GLOUCESTER
 JU0666  COUNTRY     -  US
 JU0666  USGS QUAD   -  BRIDGEPORT (2019)
 JU0666
 JU0666                         *CURRENT SURVEY CONTROL
 JU0666  ______________________________________________________________________
 JU0666* NAD 83(1986) POSITION- 39 49 26.77   (N) 075 17 55.29   (W)   HD_HELD1
 JU0666* NAVD 88 ORTHO HEIGHT -     1.601 (meters)        5.25  (feet) POSTED
 JU0666  ______________________________________________________________________
 JU0666  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 JU0666  DYNAMIC HEIGHT  -          1.60  (meters)        5.2   (feet) COMP
 JU0666  MODELED GRAVITY -    980,171.1   (mgal)                       NAVD 88
 JU0666
 JU0666  VERT ORDER      -  * POSTED, SEE BELOW
 JU0666
 JU0666.The horizontal coordinates were determined by differentially corrected
 JU0666.hand held GPS observations or other comparable positioning techniques
 JU0666.and have an estimated accuracy of +/- 3 meters.
 JU0666
 JU0666.The orthometric height was determined by differential leveling
 JU0666.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0666
 JU0666.* This is a POSTED BENCH MARK height.
 JU0666
 JU0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0666.GEOID18 height accuracy estimate available here.
 JU0666
 JU0666.Click photographs - Photos may exist for this station.
 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       -   110,291.2      81,628.4     MT  (+/- 3 meters HH1 GPS) 
 JU0666
 JU0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7443808277(NAD 83)
 JU0666
 JU0666                          SUPERSEDED SURVEY CONTROL
 JU0666
 JU0666  NGVD 29 (11/26/84)    1.958  (m)            6.42   (f) ADJUSTED    1 2
 JU0666
 JU0666.Superseded values are not recommended for survey control.
 JU0666
 JU0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0666.See file dsdata.pdf to determine how the superseded data were derived.
 JU0666
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KU2101 ***********************************************************************
 KU2101  DESIGNATION -  J 100
 KU2101  PID         -  KU2101
 KU2101  STATE/COUNTY-  NJ/MONMOUTH
 KU2101  COUNTRY     -  US
 KU2101  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2101
 KU2101                         *CURRENT SURVEY CONTROL
 KU2101  ______________________________________________________________________
 KU2101* NAD 83(1986) POSITION- 40 23 41.     (N) 073 58 35.     (W)   SCALED
 KU2101* NAVD 88 ORTHO HEIGHT -     1.849 (meters)        6.07  (feet) ADJUSTED
 KU2101  ______________________________________________________________________
 KU2101  GEOID HEIGHT    -        -32.603 (meters)                     GEOID18
 KU2101  DYNAMIC HEIGHT  -          1.848 (meters)        6.06  (feet) COMP
 KU2101  MODELED GRAVITY -    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 map and have
 KU2101.an estimated accuracy of +/- 6 seconds.
 KU2101
 KU2101.The orthometric height was determined by differential leveling and
 KU2101.adjusted by the NATIONAL GEODETIC SURVEY
 KU2101.in May 2006.
 KU2101
 KU2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2101.GEOID18 height accuracy estimate available here.
 KU2101
 KU2101.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868720(NAD 83)
 KU2101
 KU2101                          SUPERSEDED SURVEY CONTROL
 KU2101
 KU2101  NAVD 88 (06/15/91)    1.852  (m)            6.08   (f) SUPERSEDED  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
 KU2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2101.See file dsdata.pdf to determine how the superseded data were derived.
 KU2101
 KU2101_STAMPING: J 100 1978
 KU2101_MARK LOGO: NGS
 KU2101_PROJECTION: FLUSH
 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  HISTORY     - 20171106 MARK NOT FOUND   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.
 KU2101
 KU2101                          STATION RECOVERY (2017)
 KU2101
 KU2101'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 KU2101'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE STATION. THERE IS
 KU2101'NEW ROADWAY CONSTRUCTED IN THE AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3419 ***********************************************************************
 KV3419  DESIGNATION -  J 101
 KV3419  PID         -  KV3419
 KV3419  STATE/COUNTY-  NJ/BERGEN
 KV3419  COUNTRY     -  US
 KV3419  USGS QUAD   -  WEEHAWKEN (2016)
 KV3419
 KV3419                         *CURRENT SURVEY CONTROL
 KV3419  ______________________________________________________________________
 KV3419* NAD 83(1986) POSITION- 40 51 35.6    (N) 074 04 25.7    (W)   HD_HELD2
 KV3419* NAVD 88 ORTHO HEIGHT -    35.685 (meters)      117.08  (feet) ADJUSTED
 KV3419  ______________________________________________________________________
 KV3419  GEOID HEIGHT    -        -31.980 (meters)                     GEOID18
 KV3419  DYNAMIC HEIGHT  -         35.671 (meters)      117.03  (feet) COMP
 KV3419  MODELED GRAVITY -    980,235.5   (mgal)                       NAVD 88
 KV3419
 KV3419  VERT ORDER      -  FIRST     CLASS II
 KV3419
 KV3419.The horizontal coordinates were established by autonomous hand held GPS
 KV3419.observations and have an estimated accuracy of +/- 10 meters.
 KV3419
 KV3419.The orthometric height was determined by differential leveling and
 KV3419.adjusted by the NATIONAL GEODETIC SURVEY
 KV3419.in June 1991.
 KV3419
 KV3419.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3419.GEOID18 height accuracy estimate available here.
 KV3419
 KV3419.Click photographs - Photos may exist for this station.
 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       -   225,077.      185,930.      MT  (+/- 10 meters HH2 GPS)
 KV3419
 KV3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7805923616(NAD 83)
 KV3419
 KV3419                          SUPERSEDED SURVEY CONTROL
 KV3419
 KV3419  NGVD 29 (11/26/84)   35.995  (m)          118.09   (f) ADJUSTED    1 2
 KV3419
 KV3419.Superseded values are not recommended for survey control.
 KV3419
 KV3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3419.See file dsdata.pdf to determine how the superseded data were derived.
 KV3419
 KV3419_MARKER: DV = VERTICAL CONTROL DISK
 KV3419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3419_STAMPING: J 101 1979
 KV3419_MARK LOGO: NGS
 KV3419_PROJECTION: FLUSH
 KV3419_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3419+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2021
 KV3419_ROD/PIPE-DEPTH: 4.27 meters
 KV3419
 KV3419  HISTORY     - Date     Condition        Report By
 KV3419  HISTORY     - 1979     MONUMENTED       NGS
 KV3419  HISTORY     - 20210820 GOOD             NJGS
 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.
 KV3419
 KV3419                          STATION RECOVERY (2021)
 KV3419
 KV3419'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV3419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2234 ***********************************************************************
 LY2234  DESIGNATION -  J 102
 LY2234  PID         -  LY2234
 LY2234  STATE/COUNTY-  NJ/MORRIS
 LY2234  COUNTRY     -  US
 LY2234  USGS QUAD   -  WANAQUE (2019)
 LY2234
 LY2234                         *CURRENT SURVEY CONTROL
 LY2234  ______________________________________________________________________
 LY2234* NAD 83(1986) POSITION- 41 00 02.     (N) 074 19 21.     (W)   SCALED
 LY2234* NAVD 88 ORTHO HEIGHT -    80.748 (meters)      264.92  (feet) ADJUSTED
 LY2234  ______________________________________________________________________
 LY2234  GEOID HEIGHT    -        -32.326 (meters)                     GEOID18
 LY2234  DYNAMIC HEIGHT  -         80.715 (meters)      264.81  (feet) COMP
 LY2234  MODELED GRAVITY -    980,205.9   (mgal)                       NAVD 88
 LY2234
 LY2234  VERT ORDER      -  FIRST     CLASS II
 LY2234
 LY2234.The horizontal coordinates were scaled from a map and have
 LY2234.an estimated accuracy of +/- 6 seconds.
 LY2234
 LY2234.The orthometric height was determined by differential leveling and
 LY2234.adjusted by the NATIONAL GEODETIC SURVEY
 LY2234.in June 1991.
 LY2234
 LY2234.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2234.GEOID18 height accuracy estimate available here.
 LY2234
 LY2234.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL569390(NAD 83)
 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
 LY2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2234.See file dsdata.pdf to determine how the superseded data were derived.
 LY2234
 LY2234_STAMPING: J 102 1979
 LY2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2234+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2007
 LY2234
 LY2234  HISTORY     - Date     Condition        Report By
 LY2234  HISTORY     - 1979     MONUMENTED       NGS
 LY2234  HISTORY     - 20070310 GOOD             GEOCAC
 LY2234  HISTORY     - 20170127 GOOD             BOSWEL
 LY2234  HISTORY     - 20200302 MARK NOT FOUND   NJGS
 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.
 LY2234
 LY2234                          STATION RECOVERY (2007)
 LY2234
 LY2234'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 LY2234'RECOVERED IN GOOD CONDITION.
 LY2234
 LY2234                          STATION RECOVERY (2017)
 LY2234
 LY2234'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (RRR)
 LY2234'RECOVERED IN GOOD CONDITION.
 LY2234
 LY2234                          STATION RECOVERY (2020)
 LY2234
 LY2234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MJK)
 LY2234'UNABLE TO ACCESS DUE TO PROXIMITY TO RAILROAD TRACKS.  NEED PERMISSION
 LY2234'TO ACCESS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3444 ***********************************************************************
 KV3444  DESIGNATION -  J 103
 KV3444  PID         -  KV3444
 KV3444  STATE/COUNTY-  NJ/BERGEN
 KV3444  COUNTRY     -  US
 KV3444  USGS QUAD   -  HACKENSACK (2019)
 KV3444
 KV3444                         *CURRENT SURVEY CONTROL
 KV3444  ______________________________________________________________________
 KV3444* NAD 83(1986) POSITION- 40 59 51.     (N) 074 06 50.     (W)   SCALED
 KV3444* NAVD 88 ORTHO HEIGHT -    57.379 (meters)      188.25  (feet) ADJUSTED
 KV3444  ______________________________________________________________________
 KV3444  GEOID HEIGHT    -        -32.004 (meters)                     GEOID18
 KV3444  DYNAMIC HEIGHT  -         57.356 (meters)      188.18  (feet) COMP
 KV3444  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 KV3444
 KV3444  VERT ORDER      -  FIRST     CLASS II
 KV3444
 KV3444.The horizontal coordinates were scaled from a map and have
 KV3444.an estimated accuracy of +/- 6 seconds.
 KV3444
 KV3444.The orthometric height was determined by differential leveling and
 KV3444.adjusted by the NATIONAL GEODETIC SURVEY
 KV3444.in June 1991.
 KV3444
 KV3444.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3444.GEOID18 height accuracy estimate available here.
 KV3444
 KV3444.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745388(NAD 83)
 KV3444
 KV3444                          SUPERSEDED SURVEY CONTROL
 KV3444
 KV3444  NGVD 29 (11/26/84)   57.688  (m)          189.26   (f) ADJUSTED    1 2
 KV3444
 KV3444.Superseded values are not recommended for survey control.
 KV3444
 KV3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3444.See file dsdata.pdf to determine how the superseded data were derived.
 KV3444
 KV3444_MARKER: DV = VERTICAL CONTROL DISK
 KV3444_SETTING: 66 = SET IN 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 = JULY 24, 2026 22:12:30 EDT
 KV0066 ***********************************************************************
 KV0066  DESIGNATION -  J 11
 KV0066  PID         -  KV0066
 KV0066  STATE/COUNTY-  NJ/UNION
 KV0066  COUNTRY     -  US
 KV0066  USGS QUAD   -  ELIZABETH (2016)
 KV0066
 KV0066                         *CURRENT SURVEY CONTROL
 KV0066  ______________________________________________________________________
 KV0066* NAD 83(1986) POSITION- 40 39 26.3    (N) 074 13 40.7    (W)   HD_HELD2
 KV0066* NAVD 88 ORTHO HEIGHT -    14.847 (meters)       48.71  (feet) ADJUSTED
 KV0066  ______________________________________________________________________
 KV0066  GEOID HEIGHT    -        -32.469 (meters)                     GEOID18
 KV0066  DYNAMIC HEIGHT  -         14.841 (meters)       48.69  (feet) COMP
 KV0066  MODELED GRAVITY -    980,216.7   (mgal)                       NAVD 88
 KV0066
 KV0066  VERT ORDER      -  FIRST     CLASS I
 KV0066
 KV0066.The horizontal coordinates were established by autonomous hand held GPS
 KV0066.observations and have an estimated accuracy of +/- 10 meters.
 KV0066
 KV0066.The orthometric height was determined by differential leveling and
 KV0066.adjusted by the NATIONAL GEODETIC SURVEY
 KV0066.in June 1991.
 KV0066
 KV0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0066.GEOID18 height accuracy estimate available here.
 KV0066
 KV0066.Click photographs - Photos may exist for this station.
 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       -   202,531.      173,003.      MT  (+/- 10 meters HH2 GPS)
 KV0066
 KV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6526401002(NAD 83)
 KV0066
 KV0066                          SUPERSEDED SURVEY CONTROL
 KV0066
 KV0066  NGVD 29 (04/16/92)   15.179  (m)           49.80   (f) ADJUSTED    1 1
 KV0066  NGVD 29 (??/??/87)   15.182  (m)           49.81   (f) SUPERSEDED  1 1
 KV0066
 KV0066.Superseded values are not recommended for survey control.
 KV0066
 KV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0066.See file dsdata.pdf to determine how the superseded data were derived.
 KV0066
 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_MARK LOGO: CGS
 KV0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0066+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2007
 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  HISTORY     - 20070420 GOOD             GEOCAC
 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.
 KV0066
 KV0066                          STATION RECOVERY (2007)
 KV0066
 KV0066'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0142 ***********************************************************************
 KV0142  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0142  DESIGNATION -  J 12
 KV0142  PID         -  KV0142
 KV0142  STATE/COUNTY-  NJ/BERGEN
 KV0142  COUNTRY     -  US
 KV0142  USGS QUAD   -  HACKENSACK (2019)
 KV0142
 KV0142                         *CURRENT SURVEY CONTROL
 KV0142  ______________________________________________________________________
 KV0142* NAD 83(1986) POSITION- 40 53 15.     (N) 074 03 02.     (W)   SCALED
 KV0142* NAVD 88 ORTHO HEIGHT -     6.199 (meters)       20.34  (feet) ADJUSTED
 KV0142  ______________________________________________________________________
 KV0142  GEOID HEIGHT    -        -31.887 (meters)                     GEOID18
 KV0142  DYNAMIC HEIGHT  -          6.197 (meters)       20.33  (feet) COMP
 KV0142  MODELED GRAVITY -    980,238.5   (mgal)                       NAVD 88
 KV0142
 KV0142  VERT ORDER      -  FIRST     CLASS II
 KV0142
 KV0142.The horizontal coordinates were scaled from a map and have
 KV0142.an estimated accuracy of +/- 6 seconds.
 KV0142
 KV0142.The orthometric height was determined by differential leveling and
 KV0142.adjusted by the NATIONAL GEODETIC SURVEY
 KV0142.in June 1991.
 KV0142
 KV0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0142.GEOID18 height accuracy estimate available here.
 KV0142
 KV0142.This Tidal Bench Mark is designated as VM 12934
 KV0142.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0142
 KV0142.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL799267(NAD 83)
 KV0142
 KV0142                          SUPERSEDED SURVEY CONTROL
 KV0142
 KV0142  NGVD 29 (11/26/84)    6.506  (m)           21.35   (f) ADJUSTED    1 2
 KV0142
 KV0142.Superseded values are not recommended for survey control.
 KV0142
 KV0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0142.See file dsdata.pdf to determine how the superseded data were derived.
 KV0142
 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 - October 09, 2015
 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  HISTORY     - 20081212 GOOD             UNIWAT
 KV0142  HISTORY     - 20151009 GOOD             BOSWEL
 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.
 KV0142
 KV0142                          STATION RECOVERY (2008)
 KV0142
 KV0142'RECOVERY NOTE BY UNITED WATER 2008 (TG)
 KV0142'RECOVERED IN GOOD CONDITION.
 KV0142
 KV0142                          STATION RECOVERY (2015)
 KV0142
 KV0142'RECOVERY NOTE BY BOSWELL ENGINEERING 2015 (AB)
 KV0142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0406 ***********************************************************************
 LY0406  DESIGNATION -  J 13
 LY0406  PID         -  LY0406
 LY0406  STATE/COUNTY-  NJ/MORRIS
 LY0406  COUNTRY     -  US
 LY0406  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0406
 LY0406                         *CURRENT SURVEY CONTROL
 LY0406  ______________________________________________________________________
 LY0406* NAD 83(1986) POSITION- 41 01 38.     (N) 074 25 01.     (W)   SCALED
 LY0406* NAVD 88 ORTHO HEIGHT -   207.460 (meters)      680.64  (feet) ADJUSTED
 LY0406  ______________________________________________________________________
 LY0406  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 LY0406  DYNAMIC HEIGHT  -        207.370 (meters)      680.35  (feet) COMP
 LY0406  MODELED GRAVITY -    980,183.2   (mgal)                       NAVD 88
 LY0406
 LY0406  VERT ORDER      -  FIRST     CLASS II
 LY0406
 LY0406.The horizontal coordinates were scaled from a map and have
 LY0406.an estimated accuracy of +/- 6 seconds.
 LY0406
 LY0406.The orthometric height was determined by differential leveling and
 LY0406.adjusted by the NATIONAL GEODETIC SURVEY
 LY0406.in June 1991.
 LY0406
 LY0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0406.GEOID18 height accuracy estimate available here.
 LY0406
 LY0406.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL490419(NAD 83)
 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
 LY0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0406.See file dsdata.pdf to determine how the superseded data were derived.
 LY0406
 LY0406_MARKER: DB = BENCH MARK DISK
 LY0406_SETTING: 80 = SET IN A BOULDER
 LY0406_STAMPING: 681.331 J 13 1933
 LY0406_MARK LOGO: CGS
 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             CGS
 LY0406  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0406
 LY0406                          STATION DESCRIPTION
 LY0406
 LY0406'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 LY0362 ***********************************************************************
 LY0362  DESIGNATION -  J 14
 LY0362  PID         -  LY0362
 LY0362  STATE/COUNTY-  NJ/BERGEN
 LY0362  COUNTRY     -  US
 LY0362  USGS QUAD   -  RAMSEY (2019)
 LY0362
 LY0362                         *CURRENT SURVEY CONTROL
 LY0362  ______________________________________________________________________
 LY0362* NAD 83(1986) POSITION- 41 01 50.4    (N) 074 07 52.9    (W)   HD_HELD2
 LY0362* NAVD 88 ORTHO HEIGHT -    88.757 (meters)      291.20  (feet) ADJUSTED
 LY0362  ______________________________________________________________________
 LY0362  GEOID HEIGHT    -        -31.997 (meters)                     GEOID18
 LY0362  DYNAMIC HEIGHT  -         88.721 (meters)      291.08  (feet) COMP
 LY0362  MODELED GRAVITY -    980,220.2   (mgal)                       NAVD 88
 LY0362
 LY0362  VERT ORDER      -  FIRST     CLASS II
 LY0362
 LY0362.The horizontal coordinates were established by autonomous hand held GPS
 LY0362.observations and have an estimated accuracy of +/- 10 meters.
 LY0362
 LY0362.The orthometric height was determined by differential leveling and
 LY0362.adjusted by the NATIONAL GEODETIC SURVEY
 LY0362.in June 1991.
 LY0362
 LY0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0362.GEOID18 height accuracy estimate available here.
 LY0362
 LY0362.Click photographs - Photos may exist for this station.
 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       -   244,018.      180,998.      MT  (+/- 10 meters HH2 GPS)
 LY0362
 LY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7302042524(NAD 83)
 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
 LY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0362.See file dsdata.pdf to determine how the superseded data were derived.
 LY0362
 LY0362_MARKER: DB = BENCH MARK DISK
 LY0362_SETTING: 80 = SET IN A BOULDER
 LY0362_STAMPING: J 14 1933
 LY0362_MARK LOGO: CGS
 LY0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0362+STABILITY: SURFACE MOTION
 LY0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0362+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2019
 LY0362
 LY0362  HISTORY     - Date     Condition        Report By
 LY0362  HISTORY     - 1933     MONUMENTED       CGS
 LY0362  HISTORY     - 1964     GOOD             CGS
 LY0362  HISTORY     - 1979     GOOD             NGS
 LY0362  HISTORY     - 19940821 GOOD             USPSQD
 LY0362  HISTORY     - 20060621 GOOD             GEOCAC
 LY0362  HISTORY     - 20140825 GOOD             GEOCAC
 LY0362  HISTORY     - 20191015 GOOD             NJGS
 LY0362
 LY0362                          STATION DESCRIPTION
 LY0362
 LY0362'DESCRIBED BY COAST AND 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.
 LY0362
 LY0362                          STATION RECOVERY (2014)
 LY0362
 LY0362'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 LY0362'RECOVERED IN GOOD CONDITION.
 LY0362
 LY0362                          STATION RECOVERY (2019)
 LY0362
 LY0362'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 LY0362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1274 ***********************************************************************
 KV1274  DESIGNATION -  J 15
 KV1274  PID         -  KV1274
 KV1274  STATE/COUNTY-  NJ/WARREN
 KV1274  COUNTRY     -  US
 KV1274  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1274
 KV1274                         *CURRENT SURVEY CONTROL
 KV1274  ______________________________________________________________________
 KV1274* NAD 83(1986) POSITION- 40 51 18.7    (N) 074 49 55.0    (W)   HD_HELD2
 KV1274* NAVD 88 ORTHO HEIGHT -   173.928 (meters)      570.63  (feet) ADJUSTED
 KV1274  ______________________________________________________________________
 KV1274  GEOID HEIGHT    -        -33.134 (meters)                     GEOID18
 KV1274  DYNAMIC HEIGHT  -        173.849 (meters)      570.37  (feet) COMP
 KV1274  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 KV1274
 KV1274  VERT ORDER      -  SECOND    CLASS 0
 KV1274
 KV1274.The horizontal coordinates were established by autonomous hand held GPS
 KV1274.observations and have an estimated accuracy of +/- 10 meters.
 KV1274
 KV1274.The orthometric height was determined by differential leveling and
 KV1274.adjusted by the NATIONAL GEODETIC SURVEY
 KV1274.in June 1991.
 KV1274
 KV1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1274.GEOID18 height accuracy estimate available here.
 KV1274
 KV1274.Click photographs - Photos may exist for this station.
 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       -   224,521.      122,014.      MT  (+/- 10 meters HH2 GPS)
 KV1274
 KV1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1416422696(NAD 83)
 KV1274
 KV1274                          SUPERSEDED SURVEY CONTROL
 KV1274
 KV1274  NGVD 29 (11/26/84)  174.148  (m)          571.35   (f) ADJUSTED    2 0
 KV1274
 KV1274.Superseded values are not recommended for survey control.
 KV1274
 KV1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1274.See file dsdata.pdf to determine how the superseded data were derived.
 KV1274
 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 - November 07, 2011
 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  HISTORY     - 20111107 GOOD             BOSWEL
 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.
 KV1274
 KV1274                          STATION RECOVERY (2011)
 KV1274
 KV1274'RECOVERY NOTE BY BOSWELL ENGINEERING 2011 (AB)
 KV1274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0764 ***********************************************************************
 KV0764  DESIGNATION -  J 16
 KV0764  PID         -  KV0764
 KV0764  STATE/COUNTY-  NJ/MONMOUTH
 KV0764  COUNTRY     -  US
 KV0764  USGS QUAD   -  KEYPORT (2016)
 KV0764
 KV0764                         *CURRENT SURVEY CONTROL
 KV0764  ______________________________________________________________________
 KV0764* NAD 83(1986) POSITION- 40 25 12.     (N) 074 13 26.     (W)   SCALED
 KV0764* NAVD 88 ORTHO HEIGHT -    12.260 (meters)       40.22  (feet) ADJUSTED
 KV0764  ______________________________________________________________________
 KV0764  GEOID HEIGHT    -        -32.374 (meters)                     GEOID18
 KV0764  DYNAMIC HEIGHT  -         12.255 (meters)       40.21  (feet) COMP
 KV0764  MODELED GRAVITY -    980,221.7   (mgal)                       NAVD 88
 KV0764
 KV0764  VERT ORDER      -  FIRST     CLASS II
 KV0764
 KV0764.The horizontal coordinates were scaled from a map and have
 KV0764.an estimated accuracy of +/- 6 seconds.
 KV0764
 KV0764.The orthometric height was determined by differential leveling and
 KV0764.adjusted by the NATIONAL GEODETIC SURVEY
 KV0764.in June 1991.
 KV0764
 KV0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0764.GEOID18 height accuracy estimate available here.
 KV0764
 KV0764.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK658746(NAD 83)
 KV0764
 KV0764                          SUPERSEDED SURVEY CONTROL
 KV0764
 KV0764  NGVD 29 (04/16/92)   12.479  (m)           40.94   (f) ADJUSTED    1 2
 KV0764  NGVD 29 (??/??/87)   12.621  (m)           41.41   (f) SUPERSEDED  1 2
 KV0764
 KV0764.Superseded values are not recommended for survey control.
 KV0764
 KV0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0764.See file dsdata.pdf to determine how the superseded data were derived.
 KV0764
 KV0764_MARKER: DB = BENCH MARK DISK
 KV0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0764_SP_SET: BUILDING
 KV0764_STAMPING: J 16 1933
 KV0764_MARK LOGO: CGS
 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  HISTORY     - 20141030 MARK NOT FOUND   NJGS
 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.
 KV0764
 KV0764                          STATION RECOVERY (2014)
 KV0764
 KV0764'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV0764'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0717 ***********************************************************************
 KV0717  DESIGNATION -  J 17
 KV0717  PID         -  KV0717
 KV0717  STATE/COUNTY-  NJ/MONMOUTH
 KV0717  COUNTRY     -  US
 KV0717  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0717
 KV0717                         *CURRENT SURVEY CONTROL
 KV0717  ______________________________________________________________________
 KV0717* NAD 83(1986) POSITION- 40 27 41.     (N) 074 00 08.     (W)   SCALED
 KV0717* NAVD 88 ORTHO HEIGHT -     2.584 (meters)        8.48  (feet) ADJUSTED
 KV0717  ______________________________________________________________________
 KV0717  GEOID HEIGHT    -        -32.459 (meters)                     GEOID18
 KV0717  DYNAMIC HEIGHT  -          2.583 (meters)        8.47  (feet) COMP
 KV0717  MODELED GRAVITY -    980,202.3   (mgal)                       NAVD 88
 KV0717
 KV0717  VERT ORDER      -  FIRST     CLASS II
 KV0717
 KV0717.The horizontal coordinates were scaled from a map and have
 KV0717.an estimated accuracy of +/- 6 seconds.
 KV0717
 KV0717.The orthometric height was determined by differential leveling and
 KV0717.adjusted by the NATIONAL GEODETIC SURVEY
 KV0717.in June 1991.
 KV0717
 KV0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0717.GEOID18 height accuracy estimate available here.
 KV0717
 KV0717.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK845794(NAD 83)
 KV0717
 KV0717                          SUPERSEDED SURVEY CONTROL
 KV0717
 KV0717  NGVD 29 (04/16/92)    2.903  (m)            9.52   (f) ADJUSTED    1 2
 KV0717  NGVD 29 (??/??/87)    2.942  (m)            9.65   (f) SUPERSEDED  1 2
 KV0717
 KV0717.Superseded values are not recommended for survey control.
 KV0717
 KV0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0717.See file dsdata.pdf to determine how the superseded data were derived.
 KV0717
 KV0717_MARKER: DB = BENCH MARK DISK
 KV0717_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0717+WITH SETTING: PAVEMENT
 KV0717_SP_SET: MANHOLE
 KV0717_STAMPING: J 17 1940
 KV0717_MARK LOGO: CGS
 KV0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0717+STABILITY: SURFACE MOTION
 KV0717
 KV0717  HISTORY     - Date     Condition        Report By
 KV0717  HISTORY     - 1940     MONUMENTED       CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1706 ***********************************************************************
 KV1706  DESIGNATION -  J 18
 KV1706  PID         -  KV1706
 KV1706  STATE/COUNTY-  NJ/WARREN
 KV1706  COUNTRY     -  US
 KV1706  USGS QUAD   -  EASTON (2019)
 KV1706
 KV1706                         *CURRENT SURVEY CONTROL
 KV1706  ______________________________________________________________________
 KV1706* NAD 83(1986) POSITION- 40 38 22.     (N) 075 11 26.     (W)   SCALED
 KV1706* NAVD 88 ORTHO HEIGHT -    52.958 (meters)      173.75  (feet) ADJUSTED
 KV1706  ______________________________________________________________________
 KV1706  GEOID HEIGHT    -        -34.141 (meters)                     GEOID18
 KV1706  DYNAMIC HEIGHT  -         52.933 (meters)      173.66  (feet) COMP
 KV1706  MODELED GRAVITY -    980,152.1   (mgal)                       NAVD 88
 KV1706
 KV1706  VERT ORDER      -  SECOND    CLASS 0
 KV1706
 KV1706.The horizontal coordinates were scaled from a map and have
 KV1706.an estimated accuracy of +/- 6 seconds.
 KV1706
 KV1706.The orthometric height was determined by differential leveling and
 KV1706.adjusted by the NATIONAL GEODETIC SURVEY
 KV1706.in June 1991.
 KV1706
 KV1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1706.GEOID18 height accuracy estimate available here.
 KV1706
 KV1706.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK838987(NAD 83)
 KV1706
 KV1706                          SUPERSEDED SURVEY CONTROL
 KV1706
 KV1706  NGVD 29 (11/26/84)   53.197  (m)          174.53   (f) ADJUSTED    2 0
 KV1706
 KV1706.Superseded values are not recommended for survey control.
 KV1706
 KV1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1706.See file dsdata.pdf to determine how the superseded data were derived.
 KV1706
 KV1706_MARKER: DB = BENCH MARK DISK
 KV1706_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV1394 ***********************************************************************
 KV1394  DESIGNATION -  J 19
 KV1394  PID         -  KV1394
 KV1394  STATE/COUNTY-  NJ/SOMERSET
 KV1394  COUNTRY     -  US
 KV1394  USGS QUAD   -  FLEMINGTON (2019)
 KV1394
 KV1394                         *CURRENT SURVEY CONTROL
 KV1394  ______________________________________________________________________
 KV1394* NAD 83(1986) POSITION- 40 30 31.     (N) 074 45 22.     (W)   SCALED
 KV1394* NAVD 88 ORTHO HEIGHT -    25.569 (meters)       83.89  (feet) ADJUSTED
 KV1394  ______________________________________________________________________
 KV1394  GEOID HEIGHT    -        -33.632 (meters)                     GEOID18
 KV1394  DYNAMIC HEIGHT  -         25.557 (meters)       83.85  (feet) COMP
 KV1394  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 KV1394
 KV1394  VERT ORDER      -  SECOND    CLASS 0
 KV1394
 KV1394.The horizontal coordinates were scaled from a map and have
 KV1394.an estimated accuracy of +/- 6 seconds.
 KV1394
 KV1394.The orthometric height was determined by differential leveling and
 KV1394.adjusted by the NATIONAL GEODETIC SURVEY
 KV1394.in June 1991.
 KV1394
 KV1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1394.GEOID18 height accuracy estimate available here.
 KV1394
 KV1394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK206842(NAD 83)
 KV1394
 KV1394                          SUPERSEDED SURVEY CONTROL
 KV1394
 KV1394  NGVD 29 (11/26/84)   25.827  (m)           84.73   (f) ADJUSTED    2 0
 KV1394
 KV1394.Superseded values are not recommended for survey control.
 KV1394
 KV1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1394.See file dsdata.pdf to determine how the superseded data were derived.
 KV1394
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0983 ***********************************************************************
 KV0983  DESIGNATION -  J 2
 KV0983  PID         -  KV0983
 KV0983  STATE/COUNTY-  NJ/MIDDLESEX
 KV0983  COUNTRY     -  US
 KV0983  USGS QUAD   -  HIGHTSTOWN (2019)
 KV0983
 KV0983                         *CURRENT SURVEY CONTROL
 KV0983  ______________________________________________________________________
 KV0983* NAD 83(1986) POSITION- 40 20 36.     (N) 074 35 22.     (W)   SCALED
 KV0983* NAVD 88 ORTHO HEIGHT -    21.946 (meters)       72.00  (feet) POSTED
 KV0983  ______________________________________________________________________
 KV0983  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 KV0983  DYNAMIC HEIGHT  -         21.94  (meters)       72.0   (feet) COMP
 KV0983  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 KV0983
 KV0983  VERT ORDER      -  * POSTED, SEE BELOW
 KV0983
 KV0983.The horizontal coordinates were scaled from a 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
 KV0983.* This is a POSTED BENCH MARK height.
 KV0983
 KV0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0983.GEOID18 height accuracy estimate available here.
 KV0983
 KV0983.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK348659(NAD 83)
 KV0983
 KV0983                          SUPERSEDED SURVEY CONTROL
 KV0983
 KV0983  NGVD 29 (11/26/84)   22.279  (m)           73.09   (f) ADJUSTED    1 2
 KV0983
 KV0983.Superseded values are not recommended for survey control.
 KV0983
 KV0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0983.See file dsdata.pdf to determine how the superseded data were derived.
 KV0983
 KV0983_MARKER: DB = BENCH MARK DISK
 KV0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0983_STAMPING: 73.094 J 2 1924
 KV0983_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0677 ***********************************************************************
 KV0677  DESIGNATION -  J 20
 KV0677  PID         -  KV0677
 KV0677  STATE/COUNTY-  NJ/ESSEX
 KV0677  COUNTRY     -  US
 KV0677  USGS QUAD   -  ROSELLE (2019)
 KV0677
 KV0677                         *CURRENT SURVEY CONTROL
 KV0677  ______________________________________________________________________
 KV0677* NAD 83(1986) POSITION- 40 44 58.     (N) 074 15 28.     (W)   SCALED
 KV0677* NAVD 88 ORTHO HEIGHT -    47.514 (meters)      155.89  (feet) ADJUSTED
 KV0677  ______________________________________________________________________
 KV0677  GEOID HEIGHT    -        -32.520 (meters)                     GEOID18
 KV0677  DYNAMIC HEIGHT  -         47.493 (meters)      155.82  (feet) COMP
 KV0677  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 KV0677
 KV0677  VERT ORDER      -  SECOND    CLASS 0
 KV0677
 KV0677.The horizontal coordinates were scaled from a map and have
 KV0677.an estimated accuracy of +/- 6 seconds.
 KV0677
 KV0677.The orthometric height was determined by differential leveling and
 KV0677.adjusted by the NATIONAL GEODETIC SURVEY
 KV0677.in June 1991.
 KV0677
 KV0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0677.GEOID18 height accuracy estimate available here.
 KV0677
 KV0677.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL626112(NAD 83)
 KV0677
 KV0677                          SUPERSEDED SURVEY CONTROL
 KV0677
 KV0677  NGVD 29 (11/26/84)   47.827  (m)          156.91   (f) ADJUSTED    2 0
 KV0677
 KV0677.Superseded values are not recommended for survey control.
 KV0677
 KV0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0677.See file dsdata.pdf to determine how the superseded data were derived.
 KV0677
 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 = JULY 24, 2026 22:12:30 EDT
 KV1605 ***********************************************************************
 KV1605  DESIGNATION -  J 22
 KV1605  PID         -  KV1605
 KV1605  STATE/COUNTY-  NJ/WARREN
 KV1605  COUNTRY     -  US
 KV1605  USGS QUAD   -  BELVIDERE (2019)
 KV1605
 KV1605                         *CURRENT SURVEY CONTROL
 KV1605  ______________________________________________________________________
 KV1605* NAD 83(1986) POSITION- 40 46 48.09   (N) 075 05 59.68   (W)   HD_HELD1
 KV1605* NAVD 88 ORTHO HEIGHT -    97.833 (meters)      320.97  (feet) ADJUSTED
 KV1605  ______________________________________________________________________
 KV1605  GEOID HEIGHT    -        -33.695 (meters)                     GEOID18
 KV1605  DYNAMIC HEIGHT  -         97.788 (meters)      320.83  (feet) COMP
 KV1605  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 KV1605
 KV1605  VERT ORDER      -  SECOND    CLASS I
 KV1605
 KV1605.The horizontal coordinates were determined by differentially corrected
 KV1605.hand held GPS observations or other comparable positioning techniques
 KV1605.and have an estimated accuracy of +/- 3 meters.
 KV1605
 KV1605.The orthometric height was determined by differential leveling and
 KV1605.adjusted by the NATIONAL GEODETIC SURVEY
 KV1605.in June 1991.
 KV1605
 KV1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1605.GEOID18 height accuracy estimate available here.
 KV1605
 KV1605.Click photographs - Photos may exist for this station.
 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       -   216,294.5      99,363.9     MT  (+/- 3 meters HH1 GPS) 
 KV1605
 KV1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9156914343(NAD 83)
 KV1605
 KV1605                          SUPERSEDED SURVEY CONTROL
 KV1605
 KV1605  NGVD 29 (11/26/84)   98.049  (m)          321.68   (f) ADJUSTED    2 0
 KV1605
 KV1605.Superseded values are not recommended for survey control.
 KV1605
 KV1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1605.See file dsdata.pdf to determine how the superseded data were derived.
 KV1605
 KV1605_MARKER: DB = BENCH MARK DISK
 KV1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1605_STAMPING: J 22 1942
 KV1605_MARK LOGO: CGS
 KV1605_PROJECTION: PROJECTING 15 CENTIMETERS
 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 - August 25, 2011
 KV1605
 KV1605  HISTORY     - Date     Condition        Report By
 KV1605  HISTORY     - 1942     MONUMENTED       CGS
 KV1605  HISTORY     - 1964     GOOD             CGS
 KV1605  HISTORY     - 19950119 GOOD             NJGS
 KV1605  HISTORY     - 20071123 GOOD             GEOCAC
 KV1605  HISTORY     - 20110825 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.
 KV1605
 KV1605                          STATION RECOVERY (2007)
 KV1605
 KV1605'RECOVERY NOTE BY GEOCACHING 2007 (JRI)
 KV1605'RECOVERED IN GOOD CONDITION.
 KV1605
 KV1605                          STATION RECOVERY (2011)
 KV1605
 KV1605'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 KV1605'THE STATION IS LOCATED IN HARMONY TOWNSHIP, IN THE TOWN OF ROXBURY, AT
 KV1605'THE NORTH CORNER OF THE OLD GRIST MILLING AT THE SOUTHWEST CORNER OF
 KV1605'THE JUNCTION OF ROXBURY HILL ROAD AND PHILLIPSBURG-BELVIDERE HIGHWAY
 KV1605'(COUNTY ROAD 519).
 KV1605'
 KV1605'TO REACH THE STATION FROM THE JUNCTION OF WATER STREET AND GREENWICH
 KV1605'STREET (COUNTY ROAD 620) IN BELVIDERE, GO 1.6 MI (2.6 KM) SOUTH ON
 KV1605'GREENWICH STREET (COUNTY ROAD 620) TO THE T-JUNCTION OF SOUTH
 KV1605'BRIDGEVILLE ROAD (COUNTY ROAD 519) AND PHILLIPSBURG-BELVIDERE HIGHWAY
 KV1605'(COUNTY ROAD 620).  CONTINUE 2.3 MI (3.7 KM) SOUTH ON COUNTY ROAD 519
 KV1605'TO THE JUNCTION WITH ROXBURY HILL ROAD AND THE STATION ON THE LEFT.
 KV1605'
 KV1605'THE STATION IS 22.6 FT (6.9 M) SOUTHWEST OF THE CENTERLINE OF ROXBURY
 KV1605'HILL ROAD, 4.6 FT (1.4 M) NORTH OF THE NORTH CORNER OF THE GRIST
 KV1605'MILLING, 10.4 FT (3.2 M) SOUTHEAST OF POLE NUMBER HY216 100S, 28.9 FT
 KV1605'(8.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CULVERT HEADWALL,
 KV1605'41.5 FT (12.6 M) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 519, 1 FT
 KV1605'(0.3 M) NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1603 ***********************************************************************
 KV1603  DESIGNATION -  J 23
 KV1603  PID         -  KV1603
 KV1603  STATE/COUNTY-  NJ/WARREN
 KV1603  COUNTRY     -  US
 KV1603  USGS QUAD   -  BELVIDERE (2019)
 KV1603
 KV1603                         *CURRENT SURVEY CONTROL
 KV1603  ______________________________________________________________________
 KV1603* NAD 83(1986) POSITION- 40 51 23.     (N) 075 01 25.     (W)   SCALED
 KV1603* NAVD 88 ORTHO HEIGHT -   107.679 (meters)      353.28  (feet) ADJUSTED
 KV1603  ______________________________________________________________________
 KV1603  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 KV1603  DYNAMIC HEIGHT  -        107.631 (meters)      353.12  (feet) COMP
 KV1603  MODELED GRAVITY -    980,176.1   (mgal)                       NAVD 88
 KV1603
 KV1603  VERT ORDER      -  SECOND    CLASS 0
 KV1603
 KV1603.The horizontal coordinates were scaled from a map and have
 KV1603.an estimated accuracy of +/- 6 seconds.
 KV1603
 KV1603.The orthometric height was determined by differential leveling and
 KV1603.adjusted by the NATIONAL GEODETIC SURVEY
 KV1603.in June 1991.
 KV1603
 KV1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1603.GEOID18 height accuracy estimate available here.
 KV1603
 KV1603.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL980228(NAD 83)
 KV1603
 KV1603                          SUPERSEDED SURVEY CONTROL
 KV1603
 KV1603  NGVD 29 (11/26/84)  107.884  (m)          353.95   (f) ADJUSTED    2 0
 KV1603
 KV1603.Superseded values are not recommended for survey control.
 KV1603
 KV1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1603.See file dsdata.pdf to determine how the superseded data were derived.
 KV1603
 KV1603_MARKER: DB = BENCH MARK DISK
 KV1603_STAMPING: J 23 1942
 KV1603_MARK LOGO: CGS
 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  HISTORY     - 20210917 MARK NOT FOUND   NJGS
 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.
 KV1603
 KV1603                          STATION RECOVERY (2021)
 KV1603
 KV1603'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1603'INADEQUATE DESCRIPTION FOR A RECOVERY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1332 ***********************************************************************
 KV1332  DESIGNATION -  J 24
 KV1332  PID         -  KV1332
 KV1332  STATE/COUNTY-  NJ/MORRIS
 KV1332  COUNTRY     -  US
 KV1332  USGS QUAD   -  CHESTER (2019)
 KV1332
 KV1332                         *CURRENT SURVEY CONTROL
 KV1332  ______________________________________________________________________
 KV1332* NAD 83(1986) POSITION- 40 48 18.14   (N) 074 44 29.01   (W)   HD_HELD1
 KV1332* NAVD 88 ORTHO HEIGHT -   174.985 (meters)      574.10  (feet) ADJUSTED
 KV1332  ______________________________________________________________________
 KV1332  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 KV1332  DYNAMIC HEIGHT  -        174.904 (meters)      573.83  (feet) COMP
 KV1332  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 KV1332
 KV1332  VERT ORDER      -  SECOND    CLASS 0
 KV1332
 KV1332.The horizontal coordinates were determined by differentially corrected
 KV1332.hand held GPS observations or other comparable positioning techniques
 KV1332.and have an estimated accuracy of +/- 3 meters.
 KV1332
 KV1332.The orthometric height was determined by differential leveling and
 KV1332.adjusted by the NATIONAL GEODETIC SURVEY
 KV1332.in June 1991.
 KV1332
 KV1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1332.GEOID18 height accuracy estimate available here.
 KV1332
 KV1332.Click photographs - Photos may exist for this station.
 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       -   218,926.9     129,632.8     MT  (+/- 3 meters HH1 GPS) 
 KV1332
 KV1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2181317147(NAD 83)
 KV1332
 KV1332                          SUPERSEDED SURVEY CONTROL
 KV1332
 KV1332  NGVD 29 (11/26/84)  175.211  (m)          574.84   (f) ADJUSTED    2 0
 KV1332
 KV1332.Superseded values are not recommended for survey control.
 KV1332
 KV1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1332.See file dsdata.pdf to determine how the superseded data were derived.
 KV1332
 KV1332_MARKER: DB = BENCH MARK DISK
 KV1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1332_SP_SET: BRIDGE RETAINING WALL
 KV1332_STAMPING: J 24 1942
 KV1332_MARK LOGO: CGS
 KV1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1332+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2019
 KV1332
 KV1332  HISTORY     - Date     Condition        Report By
 KV1332  HISTORY     - 1942     MONUMENTED       CGS
 KV1332  HISTORY     - 20050702 GOOD             GEOCAC
 KV1332  HISTORY     - 20080430 GOOD             INDIV
 KV1332  HISTORY     - 20191028 GOOD             NJGS
 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                          STATION RECOVERY (2008)
 KV1332
 KV1332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CJA)
 KV1332'RECOVERED IN GOOD CONDITION.
 KV1332
 KV1332                          STATION RECOVERY (2019)
 KV1332
 KV1332'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1287 ***********************************************************************
 KV1287  DESIGNATION -  J 25
 KV1287  PID         -  KV1287
 KV1287  STATE/COUNTY-  NJ/WARREN
 KV1287  COUNTRY     -  US
 KV1287  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1287
 KV1287                         *CURRENT SURVEY CONTROL
 KV1287  ______________________________________________________________________
 KV1287* NAD 83(1986) POSITION- 40 49 10.     (N) 074 50 46.     (W)   SCALED
 KV1287* NAVD 88 ORTHO HEIGHT -   166.098 (meters)      544.94  (feet) ADJUSTED
 KV1287  ______________________________________________________________________
 KV1287  GEOID HEIGHT    -        -33.218 (meters)                     GEOID18
 KV1287  DYNAMIC HEIGHT  -        166.022 (meters)      544.69  (feet) COMP
 KV1287  MODELED GRAVITY -    980,165.4   (mgal)                       NAVD 88
 KV1287
 KV1287  VERT ORDER      -  SECOND    CLASS 0
 KV1287
 KV1287.The horizontal coordinates were scaled from a map and have
 KV1287.an estimated accuracy of +/- 6 seconds.
 KV1287
 KV1287.The orthometric height was determined by differential leveling and
 KV1287.adjusted by the NATIONAL GEODETIC SURVEY
 KV1287.in June 1991.
 KV1287
 KV1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1287.GEOID18 height accuracy estimate available here.
 KV1287
 KV1287.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL129187(NAD 83)
 KV1287
 KV1287                          SUPERSEDED SURVEY CONTROL
 KV1287
 KV1287  NGVD 29 (11/26/84)  166.319  (m)          545.66   (f) ADJUSTED    2 0
 KV1287
 KV1287.Superseded values are not recommended for survey control.
 KV1287
 KV1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1287.See file dsdata.pdf to determine how the superseded data were derived.
 KV1287
 KV1287_MARKER: DB = BENCH MARK DISK
 KV1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1287_STAMPING: J 25 1942
 KV1287_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1176 ***********************************************************************
 KV1176  DESIGNATION -  J 26
 KV1176  PID         -  KV1176
 KV1176  STATE/COUNTY-  NJ/SOMERSET
 KV1176  COUNTRY     -  US
 KV1176  USGS QUAD   -  BOUND BROOK (2019)
 KV1176
 KV1176                         *CURRENT SURVEY CONTROL
 KV1176  ______________________________________________________________________
 KV1176* NAD 83(1986) POSITION- 40 33 34.     (N) 074 34 51.     (W)   SCALED
 KV1176* NAVD 88 ORTHO HEIGHT -    22.099 (meters)       72.50  (feet) ADJUSTED
 KV1176  ______________________________________________________________________
 KV1176  GEOID HEIGHT    -        -33.274 (meters)                     GEOID18
 KV1176  DYNAMIC HEIGHT  -         22.089 (meters)       72.47  (feet) COMP
 KV1176  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 KV1176
 KV1176  VERT ORDER      -  FIRST     CLASS II
 KV1176
 KV1176.The horizontal coordinates were scaled from a map and have
 KV1176.an estimated accuracy of +/- 6 seconds.
 KV1176
 KV1176.The orthometric height was determined by differential leveling and
 KV1176.adjusted by the NATIONAL GEODETIC SURVEY
 KV1176.in June 1991.
 KV1176
 KV1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1176.GEOID18 height accuracy estimate available here.
 KV1176
 KV1176.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK354899(NAD 83)
 KV1176
 KV1176                          SUPERSEDED SURVEY CONTROL
 KV1176
 KV1176  NGVD 29 (01/10/92)   22.377  (m)           73.42   (f) ADJUSTED    1 2
 KV1176  NGVD 29 (??/??/87)   22.377  (m)           73.42   (f) SUPERSEDED  1 2
 KV1176
 KV1176.Superseded values are not recommended for survey control.
 KV1176
 KV1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1176.See file dsdata.pdf to determine how the superseded data were derived.
 KV1176
 KV1176_MARKER: DV = VERTICAL CONTROL DISK
 KV1176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1176_SP_SET: BRIDGE WINGWALL
 KV1176_STAMPING: J 26 1942
 KV1176_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1357 ***********************************************************************
 KV1357  DESIGNATION -  J 27
 KV1357  PID         -  KV1357
 KV1357  STATE/COUNTY-  NJ/HUNTERDON
 KV1357  COUNTRY     -  US
 KV1357  USGS QUAD   -  PITTSTOWN (2019)
 KV1357
 KV1357                         *CURRENT SURVEY CONTROL
 KV1357  ______________________________________________________________________
 KV1357* NAD 83(1986) POSITION- 40 32 58.     (N) 074 59 22.     (W)   SCALED
 KV1357* NAVD 88 ORTHO HEIGHT -   166.256 (meters)      545.46  (feet) ADJUSTED
 KV1357  ______________________________________________________________________
 KV1357  GEOID HEIGHT    -        -33.954 (meters)                     GEOID18
 KV1357  DYNAMIC HEIGHT  -        166.176 (meters)      545.20  (feet) COMP
 KV1357  MODELED GRAVITY -    980,138.3   (mgal)                       NAVD 88
 KV1357
 KV1357  VERT ORDER      -  SECOND    CLASS 0
 KV1357
 KV1357.The horizontal coordinates were scaled from a map and have
 KV1357.an estimated accuracy of +/- 6 seconds.
 KV1357
 KV1357.The orthometric height was determined by differential leveling and
 KV1357.adjusted by the NATIONAL GEODETIC SURVEY
 KV1357.in June 1991.
 KV1357
 KV1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1357.GEOID18 height accuracy estimate available here.
 KV1357
 KV1357.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK008887(NAD 83)
 KV1357
 KV1357                          SUPERSEDED SURVEY CONTROL
 KV1357
 KV1357  NGVD 29 (11/26/84)  166.507  (m)          546.28   (f) ADJUSTED    2 0
 KV1357
 KV1357.Superseded values are not recommended for survey control.
 KV1357
 KV1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1357.See file dsdata.pdf to determine how the superseded data were derived.
 KV1357
 KV1357_MARKER: DB = BENCH MARK DISK
 KV1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1357_STAMPING: J 27 1942
 KV1357_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1509 ***********************************************************************
 KV1509  DESIGNATION -  J 28
 KV1509  PID         -  KV1509
 KV1509  STATE/COUNTY-  NJ/HUNTERDON
 KV1509  COUNTRY     -  US
 KV1509  USGS QUAD   -  BLOOMSBURY (2019)
 KV1509
 KV1509                         *CURRENT SURVEY CONTROL
 KV1509  ______________________________________________________________________
 KV1509* NAD 83(1986) POSITION- 40 41 00.     (N) 075 00 16.     (W)   SCALED
 KV1509* NAVD 88 ORTHO HEIGHT -   134.442 (meters)      441.08  (feet) ADJUSTED
 KV1509  ______________________________________________________________________
 KV1509  GEOID HEIGHT    -        -33.725 (meters)                     GEOID18
 KV1509  DYNAMIC HEIGHT  -        134.378 (meters)      440.87  (feet) COMP
 KV1509  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 KV1509
 KV1509  VERT ORDER      -  FIRST     CLASS II
 KV1509
 KV1509.The horizontal coordinates were scaled from a map and have
 KV1509.an estimated accuracy of +/- 6 seconds.
 KV1509
 KV1509.The orthometric height was determined by differential leveling and
 KV1509.adjusted by the NATIONAL GEODETIC SURVEY
 KV1509.in June 1991.
 KV1509
 KV1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1509.GEOID18 height accuracy estimate available here.
 KV1509
 KV1509.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL996036(NAD 83)
 KV1509
 KV1509                          SUPERSEDED SURVEY CONTROL
 KV1509
 KV1509  NGVD 29 (11/26/84)  134.671  (m)          441.83   (f) ADJUSTED    1 2
 KV1509
 KV1509.Superseded values are not recommended for survey control.
 KV1509
 KV1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1509.See file dsdata.pdf to determine how the superseded data were derived.
 KV1509
 KV1509_STAMPING: J 28 1942
 KV1509_MARK LOGO: CGS
 KV1509
 KV1509  HISTORY     - Date     Condition        Report By
 KV1509  HISTORY     - 1942     MONUMENTED       CGS
 KV1509  HISTORY     - 1954     GOOD             CGS
 KV1509  HISTORY     - 20191025 MARK NOT FOUND   NJGS
 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.
 KV1509
 KV1509                          STATION RECOVERY (2019)
 KV1509
 KV1509'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1509'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3528 ***********************************************************************
 KV3528  DESIGNATION -  J 28 RESET
 KV3528  PID         -  KV3528
 KV3528  STATE/COUNTY-  NJ/HUNTERDON
 KV3528  COUNTRY     -  US
 KV3528  USGS QUAD   -  BLOOMSBURY (2019)
 KV3528
 KV3528                         *CURRENT SURVEY CONTROL
 KV3528  ______________________________________________________________________
 KV3528* NAD 83(1986) POSITION- 40 41 00.3    (N) 075 00 14.5    (W)   HD_HELD2
 KV3528* NAVD 88 ORTHO HEIGHT -   132.96  (+/-2cm)      436.2   (feet) VERTCON3
 KV3528  ______________________________________________________________________
 KV3528  GEOID HEIGHT    -        -33.724 (meters)                     GEOID18
 KV3528  VERT ORDER      -  THIRD (See Below)
 KV3528
 KV3528.The horizontal coordinates were established by autonomous hand held GPS
 KV3528.observations and have an estimated accuracy of +/- 10 meters.
 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
 KV3528.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3528.GEOID18 height accuracy estimate available here.
 KV3528
 KV3528.The vertical order pertains to the NGVD 29 superseded value.
 KV3528
 KV3528.Click photographs - Photos may exist for this station.
 KV3528
 KV3528;                    North         East    Units  Estimated Accuracy
 KV3528;SPC NJ       -   205,516.      107,395.      MT  (+/- 10 meters HH2 GPS)
 KV3528
 KV3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9965903614(NAD 83)
 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
 KV3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3528.See file dsdata.pdf to determine how the superseded data were derived.
 KV3528
 KV3528_MARKER: DV = VERTICAL CONTROL DISK
 KV3528_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3528+WITH SETTING: PAVEMENT
 KV3528_SP_SET: SIGNAL BASE
 KV3528_STAMPING: J 28 RESET 1981
 KV3528_MARK LOGO: NGS
 KV3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3528+STABILITY: SURFACE MOTION
 KV3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3528+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2020
 KV3528
 KV3528  HISTORY     - Date     Condition        Report By
 KV3528  HISTORY     - 1981     MONUMENTED       NGS
 KV3528  HISTORY     - 20200224 GOOD             NJGS
 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.
 KV3528
 KV3528                          STATION RECOVERY (2020)
 KV3528
 KV3528'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV3528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0708 ***********************************************************************
 JU0708  DESIGNATION -  J 3
 JU0708  PID         -  JU0708
 JU0708  STATE/COUNTY-  NJ/CAMDEN
 JU0708  COUNTRY     -  US
 JU0708  USGS QUAD   -  RUNNEMEDE (2019)
 JU0708
 JU0708                         *CURRENT SURVEY CONTROL
 JU0708  ______________________________________________________________________
 JU0708* NAD 83(2011) POSITION- 39 52 00.84476(N) 075 02 38.91388(W)   ADJUSTED
 JU0708* NAD 83(2011) ELLIP HT-    -8.868 (meters)        (06/27/12)   ADJUSTED
 JU0708* NAD 83(2011) EPOCH   -  2010.00
 JU0708* NAVD 88 ORTHO HEIGHT -    23.973 (meters)       78.65  (feet) ADJUSTED
 JU0708  ______________________________________________________________________
 JU0708  GEOID HEIGHT    -        -32.837 (meters)                     GEOID18
 JU0708  NAD 83(2011) X  -  1,265,130.853 (meters)                     COMP
 JU0708  NAD 83(2011) Y  - -4,736,125.140 (meters)                     COMP
 JU0708  NAD 83(2011) Z  -  4,066,647.959 (meters)                     COMP
 JU0708  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 JU0708  DYNAMIC HEIGHT  -         23.962 (meters)       78.62  (feet) COMP
 JU0708  MODELED GRAVITY -    980,182.2   (mgal)                       NAVD 88
 JU0708
 JU0708  VERT ORDER      -  FIRST     CLASS I
 JU0708
 JU0708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0708  Standards:
 JU0708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0708  -------------------------------------------------------------------
 JU0708  NETWORK    0.61   1.00           0.29   0.19   0.51      0.00888404
 JU0708  -------------------------------------------------------------------
 JU0708  Click here for local accuracies and other accuracy information.
 JU0708
 JU0708.The horizontal coordinates were established by GPS observations
 JU0708.and adjusted by the National Geodetic Survey in June 2012.
 JU0708
 JU0708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0708.been affixed to the stable North American tectonic plate. See 
 JU0708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0708
 JU0708.The horizontal coordinates are valid at the epoch date displayed above
 JU0708.which is a decimal equivalence of Year/Month/Day.
 JU0708
 JU0708.The orthometric height was determined by differential leveling and
 JU0708.adjusted by the NATIONAL GEODETIC SURVEY
 JU0708.in June 1991.
 JU0708
 JU0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0708.GEOID18 height accuracy estimate available here.
 JU0708
 JU0708.Click photographs - Photos may exist for this station.
 JU0708
 JU0708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0708
 JU0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0708
 JU0708.The ellipsoidal height was determined by GPS observations
 JU0708.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0708
 JU0708;                    North         East     Units Scale Factor Converg.
 JU0708;SPC NJ       -   114,879.193   103,447.990   MT  0.99992667   -0 20 55.7
 JU0708;SPC NJ       -   376,899.49    339,395.61   sFT  0.99992667   -0 20 55.7
 JU0708;UTM  18      - 4,412,985.670   496,224.683   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  =   0.99960157
 JU0708
 JU0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9622412985(NAD 83)
 JU0708
 JU0708                          SUPERSEDED SURVEY CONTROL
 JU0708
 JU0708  NAD 83(2007)-  39 52 00.84514(N)    075 02 38.91457(W) AD(2002.00) 0
 JU0708  ELLIP H (02/10/07)   -8.860  (m)                       GP(2002.00)    
 JU0708  ELLIP H (09/25/02)   -8.827  (m)                       GP(       ) 4 1
 JU0708  NAD 83(1996)-  39 52 00.84506(N)    075 02 38.91449(W) AD(       ) 1
 JU0708  ELLIP H (03/31/00)   -8.835  (m)                       GP(       ) 3 1
 JU0708  NAVD 88              23.97   (m)           78.6    (f) LEVELING    3  
 JU0708  NGVD 29 (11/26/84)   24.321  (m)           79.79   (f) ADJUSTED    1 1
 JU0708
 JU0708.Superseded values are not recommended for survey control.
 JU0708
 JU0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0708.See file dsdata.pdf to determine how the superseded data were derived.
 JU0708
 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 = JULY 24, 2026 22:12:30 EDT
 LY0772 ***********************************************************************
 LY0772  DESIGNATION -  J 30
 LY0772  PID         -  LY0772
 LY0772  STATE/COUNTY-  NJ/SUSSEX
 LY0772  COUNTRY     -  US
 LY0772  USGS QUAD   -  NEWTON WEST (2019)
 LY0772
 LY0772                         *CURRENT SURVEY CONTROL
 LY0772  ______________________________________________________________________
 LY0772* NAD 83(1996) POSITION- 41 04 28.73744(N) 074 50 26.31279(W)   ADJUSTED
 LY0772* NAD 83(1996) ELLIP HT-   118.187 (meters)        (09/01/99)   ADJUSTED
 LY0772* NAVD 88 ORTHO HEIGHT -   150.945 (meters)      495.23  (feet) ADJUSTED
 LY0772  ______________________________________________________________________
 LY0772  GEOID HEIGHT    -        -32.831 (meters)                     GEOID18
 LY0772  NAD 83(1996) X  -  1,259,206.602 (meters)                     COMP
 LY0772  NAD 83(1996) Y  - -4,647,677.713 (meters)                     COMP
 LY0772  NAD 83(1996) Z  -  4,168,753.964 (meters)                     COMP
 LY0772  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 LY0772  DYNAMIC HEIGHT  -        150.879 (meters)      495.01  (feet) COMP
 LY0772  MODELED GRAVITY -    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 and
 LY0772.adjusted by the NATIONAL GEODETIC SURVEY
 LY0772.in June 1991.
 LY0772
 LY0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0772.GEOID18 height accuracy estimate available here.
 LY0772
 LY0772.Click photographs - Photos may exist for this station.
 LY0772
 LY0772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0772
 LY0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY0772
 LY0772.The ellipsoidal height was determined by GPS observations
 LY0772.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1338747056(NAD 83)
 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  NGVD 29             151.15   (m)          495.9    (f) LEVELING    3  
 LY0772
 LY0772.Superseded values are not recommended for survey control.
 LY0772
 LY0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0772.See file dsdata.pdf to determine how the superseded data were derived.
 LY0772
 LY0772_MARKER: DB = BENCH MARK DISK
 LY0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0772_STAMPING: J 30 1942
 LY0772_MARK LOGO: CGS
 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 - October 27, 2021
 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  HISTORY     - 20211027 GOOD             PROFLN
 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.
 LY0772
 LY0772                          STATION RECOVERY (2021)
 LY0772
 LY0772'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (JRO)
 LY0772'THE MARK IS UNDER A POST AND RAIL FENCE THAT RUNS NORTHWEST-SOUTHEAST,
 LY0772'16 FT (4.9 M) SOUTHEAST OF THE NORTHWEST END OF THAT FENCE AND THE
 LY0772'NORTHEAST END OF A BLACK IRON FENCE THAT RUNS ALONG THE ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0498 ***********************************************************************
 LY0498  DESIGNATION -  J 32
 LY0498  PID         -  LY0498
 LY0498  STATE/COUNTY-  NJ/SUSSEX
 LY0498  COUNTRY     -  US
 LY0498  USGS QUAD   -  WAWAYANDA (2019)
 LY0498
 LY0498                         *CURRENT SURVEY CONTROL
 LY0498  ______________________________________________________________________
 LY0498* NAD 83(1986) POSITION- 41 13 35.     (N) 074 29 06.     (W)   SCALED
 LY0498* NAVD 88 ORTHO HEIGHT -   124.594 (meters)      408.77  (feet) ADJUSTED
 LY0498  ______________________________________________________________________
 LY0498  GEOID HEIGHT    -        -32.312 (meters)                     GEOID18
 LY0498  DYNAMIC HEIGHT  -        124.543 (meters)      408.60  (feet) COMP
 LY0498  MODELED GRAVITY -    980,210.3   (mgal)                       NAVD 88
 LY0498
 LY0498  VERT ORDER      -  SECOND    CLASS 0
 LY0498
 LY0498.The horizontal coordinates were scaled from a map and have
 LY0498.an estimated accuracy of +/- 6 seconds.
 LY0498
 LY0498.The orthometric height was determined by differential leveling and
 LY0498.adjusted by the NATIONAL GEODETIC SURVEY
 LY0498.in June 1991.
 LY0498
 LY0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0498.GEOID18 height accuracy estimate available here.
 LY0498
 LY0498.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL431640(NAD 83)
 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
 LY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0498.See file dsdata.pdf to determine how the superseded data were derived.
 LY0498
 LY0498_MARKER: DB = BENCH MARK DISK
 LY0498_SETTING: 66 = SET IN 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 = JULY 24, 2026 22:12:30 EDT
 LY0815 ***********************************************************************
 LY0815  DESIGNATION -  J 34
 LY0815  PID         -  LY0815
 LY0815  STATE/COUNTY-  NJ/SUSSEX
 LY0815  COUNTRY     -  US
 LY0815  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0815
 LY0815                         *CURRENT SURVEY CONTROL
 LY0815  ______________________________________________________________________
 LY0815* NAD 83(1986) POSITION- 41 15 50.     (N) 074 39 55.     (W)   SCALED
 LY0815* NAVD 88 ORTHO HEIGHT -   290.669 (meters)      953.64  (feet) ADJUSTED
 LY0815  ______________________________________________________________________
 LY0815  GEOID HEIGHT    -        -32.313 (meters)                     GEOID18
 LY0815  DYNAMIC HEIGHT  -        290.544 (meters)      953.23  (feet) COMP
 LY0815  MODELED GRAVITY -    980,183.7   (mgal)                       NAVD 88
 LY0815
 LY0815  VERT ORDER      -  SECOND    CLASS 0
 LY0815
 LY0815.The horizontal coordinates were scaled from a map and have
 LY0815.an estimated accuracy of +/- 6 seconds.
 LY0815
 LY0815.The orthometric height was determined by differential leveling and
 LY0815.adjusted by the NATIONAL GEODETIC SURVEY
 LY0815.in June 1991.
 LY0815
 LY0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0815.GEOID18 height accuracy estimate available here.
 LY0815
 LY0815.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL280681(NAD 83)
 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
 LY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0815.See file dsdata.pdf to determine how the superseded data were derived.
 LY0815
 LY0815_MARKER: DB = BENCH MARK DISK
 LY0815_SETTING: 80 = SET IN A BOULDER
 LY0815_STAMPING: J 34 1942
 LY0815_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0807 ***********************************************************************
 LY0807  DESIGNATION -  J 35
 LY0807  PID         -  LY0807
 LY0807  STATE/COUNTY-  NJ/SUSSEX
 LY0807  COUNTRY     -  US
 LY0807  USGS QUAD   -  BRANCHVILLE (2019)
 LY0807
 LY0807                         *CURRENT SURVEY CONTROL
 LY0807  ______________________________________________________________________
 LY0807* NAD 83(1986) POSITION- 41 07 43.     (N) 074 43 38.     (W)   SCALED
 LY0807* NAVD 88 ORTHO HEIGHT -   151.539 (meters)      497.17  (feet) ADJUSTED
 LY0807  ______________________________________________________________________
 LY0807  GEOID HEIGHT    -        -32.640 (meters)                     GEOID18
 LY0807  DYNAMIC HEIGHT  -        151.474 (meters)      496.96  (feet) COMP
 LY0807  MODELED GRAVITY -    980,192.3   (mgal)                       NAVD 88
 LY0807
 LY0807  VERT ORDER      -  SECOND    CLASS 0
 LY0807
 LY0807.The horizontal coordinates were scaled from a map and have
 LY0807.an estimated accuracy of +/- 6 seconds.
 LY0807
 LY0807.The orthometric height was determined by differential leveling and
 LY0807.adjusted by the NATIONAL GEODETIC SURVEY
 LY0807.in June 1991.
 LY0807
 LY0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0807.GEOID18 height accuracy estimate available here.
 LY0807
 LY0807.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL228530(NAD 83)
 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
 LY0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0807.See file dsdata.pdf to determine how the superseded data were derived.
 LY0807
 LY0807_MARKER: DB = BENCH MARK DISK
 LY0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0807_STAMPING: J 35 1942
 LY0807_MARK LOGO: CGS
 LY0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0807+STABILITY: SURFACE MOTION
 LY0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0807+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2023
 LY0807
 LY0807  HISTORY     - Date     Condition        Report By
 LY0807  HISTORY     - 1942     MONUMENTED       CGS
 LY0807  HISTORY     - 20231101 GOOD             NJGS
 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.
 LY0807
 LY0807                          STATION RECOVERY (2023)
 LY0807
 LY0807'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 LY0807'MOST TIES NO LONGER EXIST.  THE RAILROAD HAS BEEN REMOVED AND NOW IS A
 LY0807'PIPELINE PATH, FENCE IS GONE. HOWEVER MONUMENT IS 1 FT (0.3 M) FROM
 LY0807'THE REMAINDER OF THE CONCRETE FENCE POST.  AREA IS SURROUNDED BY HIGH
 LY0807'TREES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0728 ***********************************************************************
 KV0728  DESIGNATION -  J 36
 KV0728  PID         -  KV0728
 KV0728  STATE/COUNTY-  NJ/MONMOUTH
 KV0728  COUNTRY     -  US
 KV0728  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0728
 KV0728                         *CURRENT SURVEY CONTROL
 KV0728  ______________________________________________________________________
 KV0728* NAD 83(1986) POSITION- 40 25 00.69   (N) 074 04 13.51   (W)   HD_HELD1
 KV0728* NAVD 88 ORTHO HEIGHT -     8.585 (meters)       28.17  (feet) ADJUSTED
 KV0728  ______________________________________________________________________
 KV0728  GEOID HEIGHT    -        -32.416 (meters)                     GEOID18
 KV0728  DYNAMIC HEIGHT  -          8.581 (meters)       28.15  (feet) COMP
 KV0728  MODELED GRAVITY -    980,212.9   (mgal)                       NAVD 88
 KV0728
 KV0728  VERT ORDER      -  FIRST     CLASS II
 KV0728
 KV0728.The horizontal coordinates were determined by differentially corrected
 KV0728.hand held GPS observations or other comparable positioning techniques
 KV0728.and have an estimated accuracy of +/- 3 meters.
 KV0728
 KV0728.The orthometric height was determined by differential leveling and
 KV0728.adjusted by the NATIONAL GEODETIC SURVEY
 KV0728.in July 2020.
 KV0728
 KV0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0728.GEOID18 height accuracy estimate available here.
 KV0728
 KV0728.Click photographs - Photos may exist for this station.
 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       -   175,885.8     186,455.9     MT  (+/- 3 meters HH1 GPS) 
 KV0728
 KV0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7886474440(NAD 83)
 KV0728
 KV0728                          SUPERSEDED SURVEY CONTROL
 KV0728
 KV0728  NAVD 88 (06/15/91)    8.593  (m)           28.19   (f) SUPERSEDED  1 2
 KV0728  NGVD 29 (04/16/92)    8.905  (m)           29.22   (f) ADJUSTED    1 2
 KV0728  NGVD 29 (01/10/92)    8.905  (m)           29.22   (f) SUPERSEDED  1 2
 KV0728  NGVD 29 (??/??/87)    8.957  (m)           29.39   (f) SUPERSEDED  1 2
 KV0728
 KV0728.Superseded values are not recommended for survey control.
 KV0728
 KV0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0728.See file dsdata.pdf to determine how the superseded data were derived.
 KV0728
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0728+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2018
 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  HISTORY     - 20180828 GOOD             NJGS
 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.
 KV0728
 KV0728                          STATION RECOVERY (2018)
 KV0728
 KV0728'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV0728'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0210 ***********************************************************************
 KV0210  DESIGNATION -  J 37
 KV0210  PID         -  KV0210
 KV0210  STATE/COUNTY-  NJ/MIDDLESEX
 KV0210  COUNTRY     -  US
 KV0210  USGS QUAD   -  ARTHUR KILL (2019)
 KV0210
 KV0210                         *CURRENT SURVEY CONTROL
 KV0210  ______________________________________________________________________
 KV0210* NAD 83(1986) POSITION- 40 34 43.3    (N) 074 12 52.2    (W)   HD_HELD2
 KV0210* NAVD 88 ORTHO HEIGHT -     3.586 (meters)       11.77  (feet) ADJUSTED
 KV0210  ______________________________________________________________________
 KV0210  GEOID HEIGHT    -        -32.409 (meters)                     GEOID18
 KV0210  DYNAMIC HEIGHT  -          3.584 (meters)       11.76  (feet) COMP
 KV0210  MODELED GRAVITY -    980,222.0   (mgal)                       NAVD 88
 KV0210
 KV0210  VERT ORDER      -  FIRST     CLASS II
 KV0210
 KV0210.The horizontal coordinates were established by autonomous hand held GPS
 KV0210.observations and have an estimated accuracy of +/- 10 meters.
 KV0210
 KV0210.The orthometric height was determined by differential leveling and
 KV0210.adjusted by the NATIONAL GEODETIC SURVEY
 KV0210.in June 1991.
 KV0210
 KV0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0210.GEOID18 height accuracy estimate available here.
 KV0210
 KV0210.Click photographs - Photos may exist for this station.
 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       -   193,806.      174,170.      MT  (+/- 10 meters HH2 GPS)
 KV0210
 KV0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6648092286(NAD 83)
 KV0210
 KV0210                          SUPERSEDED SURVEY CONTROL
 KV0210
 KV0210  NGVD 29 (04/16/92)    3.906  (m)           12.81   (f) ADJUSTED    1 2
 KV0210  NGVD 29 (??/??/87)    3.926  (m)           12.88   (f) SUPERSEDED  1 2
 KV0210
 KV0210.Superseded values are not recommended for survey control.
 KV0210
 KV0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0210.See file dsdata.pdf to determine how the superseded data were derived.
 KV0210
 KV0210_MARKER: DB = BENCH MARK DISK
 KV0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0210_SP_SET: BUILDING
 KV0210_STAMPING: J 37 1952
 KV0210_MARK LOGO: CGS
 KV0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0210+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2009
 KV0210
 KV0210  HISTORY     - Date     Condition        Report By
 KV0210  HISTORY     - 1952     MONUMENTED       CGS
 KV0210  HISTORY     - 1989     GOOD             USPSQD
 KV0210  HISTORY     - 20070223 GOOD             GEOCAC
 KV0210  HISTORY     - 20091002 GOOD             USACE
 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.
 KV0210
 KV0210                          STATION RECOVERY (2007)
 KV0210
 KV0210'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0210'THE BUILDING IS WHITE-PAINTED BRICK AND IS PART OF THE ASHLAND
 KV0210'CARTERET DISTRIBUTION CENTER AT 350 ROOSEVELT AVE.
 KV0210
 KV0210                          STATION RECOVERY (2009)
 KV0210
 KV0210'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JE)
 KV0210'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0212 ***********************************************************************
 KV0212  DESIGNATION -  J 38
 KV0212  PID         -  KV0212
 KV0212  STATE/COUNTY-  NJ/MIDDLESEX
 KV0212  COUNTRY     -  US
 KV0212  USGS QUAD   -  ARTHUR KILL (2019)
 KV0212
 KV0212                         *CURRENT SURVEY CONTROL
 KV0212  ______________________________________________________________________
 KV0212* NAD 83(1986) POSITION- 40 35 36.     (N) 074 14 09.     (W)   SCALED
 KV0212* NAVD 88 ORTHO HEIGHT -    13.068 (meters)       42.87  (feet) ADJUSTED
 KV0212  ______________________________________________________________________
 KV0212  GEOID HEIGHT    -        -32.466 (meters)                     GEOID18
 KV0212  DYNAMIC HEIGHT  -         13.063 (meters)       42.86  (feet) COMP
 KV0212  MODELED GRAVITY -    980,218.9   (mgal)                       NAVD 88
 KV0212
 KV0212  VERT ORDER      -  FIRST     CLASS II
 KV0212
 KV0212.The horizontal coordinates were scaled from a map and have
 KV0212.an estimated accuracy of +/- 6 seconds.
 KV0212
 KV0212.The orthometric height was determined by differential leveling and
 KV0212.adjusted by the NATIONAL GEODETIC SURVEY
 KV0212.in June 1991.
 KV0212
 KV0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0212.GEOID18 height accuracy estimate available here.
 KV0212
 KV0212.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK646938(NAD 83)
 KV0212
 KV0212                          SUPERSEDED SURVEY CONTROL
 KV0212
 KV0212  NGVD 29 (04/16/92)   13.389  (m)           43.93   (f) ADJUSTED    1 2
 KV0212  NGVD 29 (??/??/87)   13.407  (m)           43.99   (f) SUPERSEDED  1 2
 KV0212
 KV0212.Superseded values are not recommended for survey control.
 KV0212
 KV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0212.See file dsdata.pdf to determine how the superseded data were derived.
 KV0212
 KV0212_MARKER: DB = BENCH MARK DISK
 KV0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0212_SP_SET: OVERPASS WALK
 KV0212_STAMPING: J 38 1952
 KV0212_MARK LOGO: CGS
 KV0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU0360 ***********************************************************************
 JU0360  DESIGNATION -  J 4
 JU0360  PID         -  JU0360
 JU0360  STATE/COUNTY-  NJ/ATLANTIC
 JU0360  COUNTRY     -  US
 JU0360  USGS QUAD   -  OCEAN CITY (2019)
 JU0360
 JU0360                         *CURRENT SURVEY CONTROL
 JU0360  ______________________________________________________________________
 JU0360* NAD 83(1986) POSITION- 39 18 32.     (N) 074 35 55.     (W)   SCALED
 JU0360* NAVD 88 ORTHO HEIGHT -     2.491 (meters)        8.17  (feet) ADJUSTED
 JU0360  ______________________________________________________________________
 JU0360  GEOID HEIGHT    -        -34.471 (meters)                     GEOID18
 JU0360  DYNAMIC HEIGHT  -          2.490 (meters)        8.17  (feet) COMP
 JU0360  MODELED GRAVITY -    980,103.8   (mgal)                       NAVD 88
 JU0360
 JU0360  VERT ORDER      -  FIRST     CLASS I
 JU0360
 JU0360.The horizontal coordinates were scaled from a map and have
 JU0360.an estimated accuracy of +/- 6 seconds.
 JU0360
 JU0360.The orthometric height was determined by differential leveling and
 JU0360.adjusted by the NATIONAL GEODETIC SURVEY
 JU0360.in June 1991.
 JU0360
 JU0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0360.GEOID18 height accuracy estimate available here.
 JU0360
 JU0360.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ346511(NAD 83)
 JU0360
 JU0360                          SUPERSEDED SURVEY CONTROL
 JU0360
 JU0360  NGVD 29 (04/16/92)    2.886  (m)            9.47   (f) ADJUSTED    1 1
 JU0360  NGVD 29 (??/??/87)    2.886  (m)            9.47   (f) SUPERSEDED  1 1
 JU0360
 JU0360.Superseded values are not recommended for survey control.
 JU0360
 JU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0360.See file dsdata.pdf to determine how the superseded data were derived.
 JU0360
 JU0360_MARKER: DB = BENCH MARK DISK
 JU0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0360_STAMPING: J 4 1924 9.468
 JU0360_MARK LOGO: CGS
 JU0360_PROJECTION: RECESSED 15 CENTIMETERS
 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, ABOUT 111 YARDS NORTHEAST OF THE CENTERLINE OF STATE
 JU0360'HIGHWAY 52, NEAR THE JUNCTION OF GOLL AVENUE AND BAY AVENUE, 134 FEET
 JU0360'NORTHWEST OF THE CENTERLINE OF BAY AVENUE, 22 FEET NORTHEAST OF THE
 JU0360'NORTHEAST CURB OF GOLL AVENUE, 27 FEET SOUTH OF THE SOUTHEAST CORNER
 JU0360'OF AN ABANDONED RAILROAD STATION, 26.6 FEET SOUTHEAST OF THE SOUTHWEST
 JU0360'CORNER OF ABANDONED BRICK RAILROAD STATION, 8.7 FEET WEST OF A 10-INCH
 JU0360'ELM TREE, ABOUT 4 FEET BELOW THE LEVEL OF GOLL AVENUE, SET IN THE TOP
 JU0360'OF A 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 = JULY 24, 2026 22:12:30 EDT
 KU1619 ***********************************************************************
 KU1619  DESIGNATION -  J 40
 KU1619  PID         -  KU1619
 KU1619  STATE/COUNTY-  NJ/BERGEN
 KU1619  COUNTRY     -  US
 KU1619  USGS QUAD   -  YONKERS (2019)
 KU1619
 KU1619                         *CURRENT SURVEY CONTROL
 KU1619  ______________________________________________________________________
 KU1619* NAD 83(1986) POSITION- 40 56 34.     (N) 073 56 29.     (W)   SCALED
 KU1619* NAVD 88 ORTHO HEIGHT -    56.956 (meters)      186.86  (feet) ADJUSTED
 KU1619  ______________________________________________________________________
 KU1619  GEOID HEIGHT    -        -31.456 (meters)                     GEOID18
 KU1619  DYNAMIC HEIGHT  -         56.935 (meters)      186.79  (feet) COMP
 KU1619  MODELED GRAVITY -    980,259.0   (mgal)                       NAVD 88
 KU1619
 KU1619  VERT ORDER      -  SECOND    CLASS 0
 KU1619
 KU1619.The horizontal coordinates were scaled from a map and have
 KU1619.an estimated accuracy of +/- 6 seconds.
 KU1619
 KU1619.The orthometric height was determined by differential leveling and
 KU1619.adjusted by the NATIONAL GEODETIC SURVEY
 KU1619.in June 1991.
 KU1619
 KU1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1619.GEOID18 height accuracy estimate available here.
 KU1619
 KU1619.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL891329(NAD 83)
 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
 KU1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1619.See file dsdata.pdf to determine how the superseded data were derived.
 KU1619
 KU1619_MARKER: DB = BENCH MARK DISK
 KU1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1619_STAMPING: J 40 1956
 KU1619_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1095 ***********************************************************************
 KV1095  DESIGNATION -  J 41
 KV1095  PID         -  KV1095
 KV1095  STATE/COUNTY-  NJ/MERCER
 KV1095  COUNTRY     -  US
 KV1095  USGS QUAD   -  PENNINGTON (2019)
 KV1095
 KV1095                         *CURRENT SURVEY CONTROL
 KV1095  ______________________________________________________________________
 KV1095* NAD 83(1986) POSITION- 40 16 27.     (N) 074 49 51.     (W)   SCALED
 KV1095* NAVD 88 ORTHO HEIGHT -    66.938 (meters)      219.61  (feet) ADJUSTED
 KV1095  ______________________________________________________________________
 KV1095  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 KV1095  DYNAMIC HEIGHT  -         66.907 (meters)      219.51  (feet) COMP
 KV1095  MODELED GRAVITY -    980,159.9   (mgal)                       NAVD 88
 KV1095
 KV1095  VERT ORDER      -  FIRST     CLASS I
 KV1095
 KV1095.The horizontal coordinates were scaled from a map and have
 KV1095.an estimated accuracy of +/- 6 seconds.
 KV1095
 KV1095.The orthometric height was determined by differential leveling and
 KV1095.adjusted by the NATIONAL GEODETIC SURVEY
 KV1095.in June 1991.
 KV1095
 KV1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1095.GEOID18 height accuracy estimate available here.
 KV1095
 KV1095.Click photographs - Photos may exist for this station.
 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       -   160,010.      121,870.      MT  (+/- 180 meters Scaled)
 KV1095
 KV1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK143582(NAD 83)
 KV1095
 KV1095                          SUPERSEDED SURVEY CONTROL
 KV1095
 KV1095  NGVD 29 (01/10/92)   67.238  (m)          220.60   (f) ADJUSTED    1 1
 KV1095  NGVD 29 (??/??/87)   67.238  (m)          220.60   (f) SUPERSEDED  1 1
 KV1095
 KV1095.Superseded values are not recommended for survey control.
 KV1095
 KV1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1095.See file dsdata.pdf to determine how the superseded data were derived.
 KV1095
 KV1095_MARKER: DB = BENCH MARK DISK
 KV1095_SETTING: 66 = SET IN 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 - February 27, 2009
 KV1095
 KV1095  HISTORY     - Date     Condition        Report By
 KV1095  HISTORY     - 1963     MONUMENTED       CGS
 KV1095  HISTORY     - 19881012 GOOD             NJGS
 KV1095  HISTORY     - 20090227 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.
 KV1095
 KV1095                          STATION RECOVERY (2009)
 KV1095
 KV1095'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 KV1095'THE STATION IS LOCATED IN EWING TOWNSHIP, SET VERTICALLY IN THE ROCK
 KV1095'OUTCROP ON THE SOUTHEAST SIDE ON THE NORTHBOUND LANES OF US INTERSTATE
 KV1095'95 AT THE OFF-RAMP FOR EXIT 2 (BEAR TAVERN ROAD).
 KV1095'
 KV1095'THE STATION IS ABOUT 0.25 MI (0.4 KM) SOUTHWEST OF THE BEAR TAVERN
 KV1095'ROAD BRIDGE SPANNING THE INTERSTATE, 6.5 M (21.3 FT) NORTHEAST OF AN
 KV1095'INLET ON THE SOUTHWEST SIDE OF I-95, 52.6 M (172.6 FT) SOUTHWEST FROM
 KV1095'AN OVERHEAD SIGN BRIDGE STRUCTURE FOR EXIT 2 SPANNING THE NORTHBOUND
 KV1095'LANES OF I-95, 4.1 M (13.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 KV1095'PAVING, 3.5 M (11.5 FT) SOUTHEAST OF A METAL WITNESS SIGN, ABOUT 1 M
 KV1095'(3.3 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0783 ***********************************************************************
 KU0783  DESIGNATION -  J 5
 KU0783  PID         -  KU0783
 KU0783  STATE/COUNTY-  NJ/MONMOUTH
 KU0783  COUNTRY     -  US
 KU0783  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0783
 KU0783                         *CURRENT SURVEY CONTROL
 KU0783  ______________________________________________________________________
 KU0783* NAD 83(1986) POSITION- 40 21 56.     (N) 073 58 28.     (W)   SCALED
 KU0783* NAVD 88 ORTHO HEIGHT -     2.771 (meters)        9.09  (feet) POSTED
 KU0783  ______________________________________________________________________
 KU0783  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 KU0783  DYNAMIC HEIGHT  -          2.77  (meters)        9.1   (feet) COMP
 KU0783  MODELED GRAVITY -    980,178.4   (mgal)                       NAVD 88
 KU0783
 KU0783  VERT ORDER      -  * POSTED, SEE BELOW
 KU0783
 KU0783.The horizontal coordinates were scaled from a 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
 KU0783.* This is a POSTED BENCH MARK height.
 KU0783
 KU0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0783.GEOID18 height accuracy estimate available here.
 KU0783
 KU0783.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870688(NAD 83)
 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
 KU0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0783.See file dsdata.pdf to determine how the superseded data were derived.
 KU0783
 KU0783_MARKER: DB = BENCH MARK DISK
 KU0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0783_SP_SET: BUILDING
 KU0783_STAMPING: J 5 1930
 KU0783_MARK LOGO: CGS
 KU0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0783
 KU0783  HISTORY     - Date     Condition        Report By
 KU0783  HISTORY     - 1930     MONUMENTED       CGS
 KU0783  HISTORY     - 1933     GOOD             CGS
 KU0783  HISTORY     - 19950717 MARK NOT FOUND   USPSQD
 KU0783  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 KU0783
 KU0783                          STATION DESCRIPTION
 KU0783
 KU0783'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0928 ***********************************************************************
 KV0928  DESIGNATION -  J 53
 KV0928  PID         -  KV0928
 KV0928  STATE/COUNTY-  NJ/MIDDLESEX
 KV0928  COUNTRY     -  US
 KV0928  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0928
 KV0928                         *CURRENT SURVEY CONTROL
 KV0928  ______________________________________________________________________
 KV0928* NAD 83(1986) POSITION- 40 27 17.     (N) 074 22 14.     (W)   SCALED
 KV0928* NAVD 88 ORTHO HEIGHT -     3.548 (meters)       11.64  (feet) ADJUSTED
 KV0928  ______________________________________________________________________
 KV0928  GEOID HEIGHT    -        -32.675 (meters)                     GEOID18
 KV0928  DYNAMIC HEIGHT  -          3.547 (meters)       11.64  (feet) COMP
 KV0928  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 KV0928
 KV0928  VERT ORDER      -  SECOND    CLASS 0
 KV0928
 KV0928.The horizontal coordinates were scaled from a map and have
 KV0928.an estimated accuracy of +/- 6 seconds.
 KV0928
 KV0928.The orthometric height was determined by differential leveling and
 KV0928.adjusted by the NATIONAL GEODETIC SURVEY
 KV0928.in June 1991.
 KV0928
 KV0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0928.GEOID18 height accuracy estimate available here.
 KV0928
 KV0928.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK533784(NAD 83)
 KV0928
 KV0928                          SUPERSEDED SURVEY CONTROL
 KV0928
 KV0928  NGVD 29 (04/16/92)    3.845  (m)           12.61   (f) ADJUSTED    2 0
 KV0928  NGVD 29 (??/??/87)    3.892  (m)           12.77   (f) SUPERSEDED  2 0
 KV0928
 KV0928.Superseded values are not recommended for survey control.
 KV0928
 KV0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0928.See file dsdata.pdf to determine how the superseded data were derived.
 KV0928
 KV0928_MARKER: DB = BENCH MARK DISK
 KV0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0928_SP_SET: BRIDGE
 KV0928_STAMPING: J 53 1961
 KV0928_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0886 ***********************************************************************
 KV0886  DESIGNATION -  J 54
 KV0886  PID         -  KV0886
 KV0886  STATE/COUNTY-  NJ/MONMOUTH
 KV0886  COUNTRY     -  US
 KV0886  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0886
 KV0886                         *CURRENT SURVEY CONTROL
 KV0886  ______________________________________________________________________
 KV0886* NAD 83(1986) POSITION- 40 19 49.     (N) 074 04 35.     (W)   SCALED
 KV0886* NAVD 88 ORTHO HEIGHT -    21.497 (meters)       70.53  (feet) ADJUSTED
 KV0886  ______________________________________________________________________
 KV0886  GEOID HEIGHT    -        -32.517 (meters)                     GEOID18
 KV0886  DYNAMIC HEIGHT  -         21.487 (meters)       70.50  (feet) COMP
 KV0886  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 KV0886
 KV0886  VERT ORDER      -  SECOND    CLASS 0
 KV0886
 KV0886.The horizontal coordinates were scaled from a map and have
 KV0886.an estimated accuracy of +/- 6 seconds.
 KV0886
 KV0886.The orthometric height was determined by differential leveling and
 KV0886.adjusted by the NATIONAL GEODETIC SURVEY
 KV0886.in June 1991.
 KV0886
 KV0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0886.GEOID18 height accuracy estimate available here.
 KV0886
 KV0886.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK784648(NAD 83)
 KV0886
 KV0886                          SUPERSEDED SURVEY CONTROL
 KV0886
 KV0886  NGVD 29 (04/16/92)   21.817  (m)           71.58   (f) ADJUSTED    2 0
 KV0886  NGVD 29 (??/??/87)   21.858  (m)           71.71   (f) SUPERSEDED  2 0
 KV0886
 KV0886.Superseded values are not recommended for survey control.
 KV0886
 KV0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0886.See file dsdata.pdf to determine how the superseded data were derived.
 KV0886
 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 = JULY 24, 2026 22:12:30 EDT
 KV0887 ***********************************************************************
 KV0887  DESIGNATION -  J 54 RESET 1963
 KV0887  PID         -  KV0887
 KV0887  STATE/COUNTY-  NJ/MONMOUTH
 KV0887  COUNTRY     -  US
 KV0887  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0887
 KV0887                         *CURRENT SURVEY CONTROL
 KV0887  ______________________________________________________________________
 KV0887* NAD 83(1986) POSITION- 40 19 49.     (N) 074 04 35.     (W)   SCALED
 KV0887* NAVD 88 ORTHO HEIGHT -    21.96  (+/-2cm)       72.0   (feet) VERTCON3
 KV0887  ______________________________________________________________________
 KV0887  GEOID HEIGHT    -        -32.517 (meters)                     GEOID18
 KV0887  VERT ORDER      -  THIRD (See Below)
 KV0887
 KV0887.The horizontal coordinates were scaled from a 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
 KV0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0887.GEOID18 height accuracy estimate available here.
 KV0887
 KV0887.The vertical order pertains to the NGVD 29 superseded value.
 KV0887
 KV0887.Click photographs - Photos may exist for this station.
 KV0887
 KV0887;                    North         East    Units  Estimated Accuracy
 KV0887;SPC NJ       -   166,270.      186,000.      MT  (+/- 180 meters Scaled)
 KV0887
 KV0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK784648(NAD 83)
 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
 KV0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0887.See file dsdata.pdf to determine how the superseded data were derived.
 KV0887
 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 = JULY 24, 2026 22:12:30 EDT
 JU0232 ***********************************************************************
 JU0232  DESIGNATION -  J 55
 JU0232  PID         -  JU0232
 JU0232  STATE/COUNTY-  NJ/OCEAN
 JU0232  COUNTRY     -  US
 JU0232  USGS QUAD   -  TUCKERTON (2019)
 JU0232
 JU0232                         *CURRENT SURVEY CONTROL
 JU0232  ______________________________________________________________________
 JU0232* NAD 83(1986) POSITION- 39 34 19.     (N) 074 20 36.     (W)   SCALED
 JU0232* NAVD 88 ORTHO HEIGHT -     1.536 (meters)        5.04  (feet) ADJUSTED
 JU0232  ______________________________________________________________________
 JU0232  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 JU0232  DYNAMIC HEIGHT  -          1.535 (meters)        5.04  (feet) COMP
 JU0232  MODELED GRAVITY -    980,146.8   (mgal)                       NAVD 88
 JU0232
 JU0232  VERT ORDER      -  FIRST     CLASS II
 JU0232
 JU0232.The horizontal coordinates were scaled from a map and have
 JU0232.an estimated accuracy of +/- 6 seconds.
 JU0232
 JU0232.The orthometric height was determined by differential leveling and
 JU0232.adjusted by the NATIONAL GEODETIC SURVEY
 JU0232.in March 2001.
 JU0232
 JU0232.No vertical observational check was made to the station.
 JU0232
 JU0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0232.GEOID18 height accuracy estimate available here.
 JU0232
 JU0232.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ564804(NAD 83)
 JU0232
 JU0232                          SUPERSEDED SURVEY CONTROL
 JU0232
 JU0232  NAVD 88 (06/15/91)    1.563  (m)            5.13   (f) SUPERSEDED  2 0
 JU0232  NGVD 29 (11/26/84)    1.951  (m)            6.40   (f) ADJUSTED    2 0
 JU0232
 JU0232.Superseded values are not recommended for survey control.
 JU0232
 JU0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0232.See file dsdata.pdf to determine how the superseded data were derived.
 JU0232
 JU0232_MARKER: DB = BENCH MARK DISK
 JU0232_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0481 ***********************************************************************
 JU0481  DESIGNATION -  J 56
 JU0481  PID         -  JU0481
 JU0481  STATE/COUNTY-  NJ/ATLANTIC
 JU0481  COUNTRY     -  US
 JU0481  USGS QUAD   -  OCEAN CITY (2019)
 JU0481
 JU0481                         *CURRENT SURVEY CONTROL
 JU0481  ______________________________________________________________________
 JU0481* NAD 83(1996) POSITION- 39 18 41.70202(N) 074 32 54.45598(W)   ADJUSTED
 JU0481* NAVD 88 ORTHO HEIGHT -     1.466 (meters)        4.81  (feet) ADJUSTED
 JU0481  ______________________________________________________________________
 JU0481  GEOID HEIGHT    -        -34.510 (meters)                     GEOID18
 JU0481  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 JU0481  DYNAMIC HEIGHT  -          1.465 (meters)        4.81  (feet) COMP
 JU0481  MODELED GRAVITY -    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 and
 JU0481.adjusted by the NATIONAL GEODETIC SURVEY
 JU0481.in June 1991.
 JU0481
 JU0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0481.GEOID18 height accuracy estimate available here.
 JU0481
 JU0481.Click photographs - Photos may exist for this station.
 JU0481
 JU0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3892751451(NAD 83)
 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  NGVD 29 (01/10/92)    1.860  (m)            6.10   (f) SUPERSEDED  1 2
 JU0481  NGVD 29 (??/??/87)    1.890  (m)            6.20   (f) SUPERSEDED  1 2
 JU0481  NGVD 29               1.89   (m)            6.2    (f) LEVELING    3  
 JU0481
 JU0481.Superseded values are not recommended for survey control.
 JU0481
 JU0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0481.See file dsdata.pdf to determine how the superseded data were derived.
 JU0481
 JU0481_MARKER: DB = BENCH MARK DISK
 JU0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0481_STAMPING: J 56 1961
 JU0481_MARK LOGO: CGS
 JU0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0481+STABILITY: SURFACE MOTION
 JU0481
 JU0481  HISTORY     - Date     Condition        Report By
 JU0481  HISTORY     - 1961     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  HISTORY     - 20220812 GOOD             PROFLN
 JU0481
 JU0481                          STATION DESCRIPTION
 JU0481
 JU0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 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.
 JU0481
 JU0481                          STATION RECOVERY (2022)
 JU0481
 JU0481'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 JU0481'THE MARK WAS RECOVERED 3.1 FT (0.9 M) UNDER A MANHOLE THAT WAS SET
 JU0481'PRIOR TO FILL PLACEMENT DURING INTERCHANGE CONSTRUCTION.  IT IS IN A
 JU0481'SANDY-GRASSY ISLAND BOUNDED BY OCEAN DRIVE ON THE SOUTHEAST SIDE,
 JU0481'RIGHT 152 ON THE NORTHERLY SIDE AND THE TANGENT PIECE OF TURN LANES
 JU0481'THAT CONNECT OCEAN DR AND RIGHT 152 ON THE WEST SIDE.
 JU0481'
 JU0481'IT IS 110.5 FT (33.7 M) NORTHEAST OF THE NORTHEAST END OF A CURB
 JU0481'RETURN AT THE SOUTHWEST CORNER OF THE ISLAND AND 15.0 FT (4.6 M)
 JU0481'NORTHWEST OF THE NORTHWEST EDGE OF PAVEMENT OF OCEAN DR.  RECOMMENDED
 JU0481'TO BRING A BROOM TO CLEAN OFF SAND ACCUMULATED ON THE MARK DOWN IN THE
 JU0481'MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0514 ***********************************************************************
 JU0514  DESIGNATION -  J 57
 JU0514  PID         -  JU0514
 JU0514  STATE/COUNTY-  NJ/ATLANTIC
 JU0514  COUNTRY     -  US
 JU0514  USGS QUAD   -  MAYS LANDING (2019)
 JU0514
 JU0514                         *CURRENT SURVEY CONTROL
 JU0514  ______________________________________________________________________
 JU0514* NAD 83(1986) POSITION- 39 28 21.8    (N) 074 42 55.1    (W)   HD_HELD2
 JU0514* NAVD 88 ORTHO HEIGHT -     7.404 (meters)       24.29  (feet) ADJUSTED
 JU0514  ______________________________________________________________________
 JU0514  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 JU0514  DYNAMIC HEIGHT  -          7.400 (meters)       24.28  (feet) COMP
 JU0514  MODELED GRAVITY -    980,123.2   (mgal)                       NAVD 88
 JU0514
 JU0514  VERT ORDER      -  FIRST     CLASS I
 JU0514
 JU0514.The horizontal coordinates were established by autonomous hand held GPS
 JU0514.observations and have an estimated accuracy of +/- 10 meters.
 JU0514
 JU0514.The orthometric height was determined by differential leveling and
 JU0514.adjusted by the NATIONAL GEODETIC SURVEY
 JU0514.in January 1994.
 JU0514
 JU0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0514.GEOID18 height accuracy estimate available here.
 JU0514
 JU0514.Click photographs - Photos may exist for this station.
 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       -    70,999.      131,475.      MT  (+/- 10 meters HH2 GPS)
 JU0514
 JU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2448769275(NAD 83)
 JU0514
 JU0514                          SUPERSEDED SURVEY CONTROL
 JU0514
 JU0514  NAVD 88 (06/15/91)    7.396  (m)           24.27   (f) SUPERSEDED  1 2
 JU0514  NGVD 29 (01/10/92)    7.787  (m)           25.55   (f) ADJUSTED    1 2
 JU0514  NGVD 29 (??/??/87)    7.778  (m)           25.52   (f) SUPERSEDED  1 2
 JU0514
 JU0514.Superseded values are not recommended for survey control.
 JU0514
 JU0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0514.See file dsdata.pdf to determine how the superseded data were derived.
 JU0514
 JU0514_MARKER: DB = BENCH MARK DISK
 JU0514_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU0514_SP_SET: BRIDGE WINGWALL
 JU0514_STAMPING: J 57 1961
 JU0514_MARK LOGO: CGS
 JU0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0514+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 JU0514
 JU0514  HISTORY     - Date     Condition        Report By
 JU0514  HISTORY     - 1961     MONUMENTED       CGS
 JU0514  HISTORY     - 19900713 GOOD             NJGS
 JU0514  HISTORY     - 20040925 GOOD             GEOCAC
 JU0514  HISTORY     - 20060905 GOOD             NJGS
 JU0514  HISTORY     - 20090512 GOOD             INDIV
 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
 JU0514                          STATION RECOVERY (2006)
 JU0514
 JU0514'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU0514'RECOVERED AS DESCRIBED.
 JU0514
 JU0514                          STATION RECOVERY (2009)
 JU0514
 JU0514'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU0514'RECOVERED AS DESCRIBED IN 2004.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0418 ***********************************************************************
 JU0418  DESIGNATION -  J 58
 JU0418  PID         -  JU0418
 JU0418  STATE/COUNTY-  NJ/CAPE MAY
 JU0418  COUNTRY     -  US
 JU0418  USGS QUAD   -  STONE HARBOR (2019)
 JU0418
 JU0418                         *CURRENT SURVEY CONTROL
 JU0418  ______________________________________________________________________
 JU0418* NAD 83(1986) POSITION- 39 04 59.     (N) 074 49 27.     (W)   SCALED
 JU0418* NAVD 88 ORTHO HEIGHT -     6.222 (meters)       20.41  (feet) ADJUSTED
 JU0418  ______________________________________________________________________
 JU0418  GEOID HEIGHT    -        -35.182 (meters)                     GEOID18
 JU0418  DYNAMIC HEIGHT  -          6.218 (meters)       20.40  (feet) COMP
 JU0418  MODELED GRAVITY -    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 map and have
 JU0418.an estimated accuracy of +/- 6 seconds.
 JU0418
 JU0418.The orthometric height was determined by differential leveling and
 JU0418.adjusted by the NATIONAL GEODETIC SURVEY
 JU0418.in June 1991.
 JU0418
 JU0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0418.GEOID18 height accuracy estimate available here.
 JU0418
 JU0418.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ152260(NAD 83)
 JU0418
 JU0418                          SUPERSEDED SURVEY CONTROL
 JU0418
 JU0418  NGVD 29 (04/16/92)    6.621  (m)           21.72   (f) ADJUSTED    1 2
 JU0418  NGVD 29 (01/10/92)    6.621  (m)           21.72   (f) SUPERSEDED  1 2
 JU0418  NGVD 29 (??/??/87)    6.621  (m)           21.72   (f) SUPERSEDED  1 2
 JU0418
 JU0418.Superseded values are not recommended for survey control.
 JU0418
 JU0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0418.See file dsdata.pdf to determine how the superseded data were derived.
 JU0418
 JU0418_MARKER: DB = BENCH MARK DISK
 JU0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0418_SP_SET: BUILDING
 JU0418_STAMPING: J 58 1961
 JU0418_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0992 ***********************************************************************
 JU0992  DESIGNATION -  J 59
 JU0992  PID         -  JU0992
 JU0992  STATE/COUNTY-  NJ/CUMBERLAND
 JU0992  COUNTRY     -  US
 JU0992  USGS QUAD   -  MILLVILLE (2019)
 JU0992
 JU0992                         *CURRENT SURVEY CONTROL
 JU0992  ______________________________________________________________________
 JU0992* NAD 83(1996) POSITION- 39 22 43.60529(N) 075 04 27.88915(W)   ADJUSTED
 JU0992* NAD 83(1996) ELLIP HT-   -12.173 (meters)        (09/01/99)   ADJUSTED
 JU0992* NAVD 88 ORTHO HEIGHT -    21.727 (meters)       71.28  (feet) ADJUSTED
 JU0992  ______________________________________________________________________
 JU0992  GEOID HEIGHT    -        -33.928 (meters)                     GEOID18
 JU0992  NAD 83(1996) X  -  1,271,529.640 (meters)                     COMP
 JU0992  NAD 83(1996) Y  - -4,770,185.981 (meters)                     COMP
 JU0992  NAD 83(1996) Z  -  4,024,901.917 (meters)                     COMP
 JU0992  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 JU0992  DYNAMIC HEIGHT  -         21.716 (meters)       71.25  (feet) COMP
 JU0992  MODELED GRAVITY -    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 and
 JU0992.adjusted by the NATIONAL GEODETIC SURVEY
 JU0992.in June 1991.
 JU0992
 JU0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0992.GEOID18 height accuracy estimate available here.
 JU0992
 JU0992.Click photographs - Photos may exist for this station.
 JU0992
 JU0992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0992
 JU0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0992
 JU0992.The ellipsoidal height was determined by GPS observations
 JU0992.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9359058814(NAD 83)
 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)  -12.297  (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  NGVD 29              22.13   (m)           72.6    (f) LEVELING    3  
 JU0992  NGVD 29 (??/??/87)   22.128  (m)           72.60   (f) SUPERSEDED  2 0
 JU0992
 JU0992.Superseded values are not recommended for survey control.
 JU0992
 JU0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0992.See file dsdata.pdf to determine how the superseded data were derived.
 JU0992
 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: MANHOLE FOUNDATION
 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 - March 19, 2020
 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  HISTORY     - 20200319 GOOD             NJGS
 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.
 JU0992
 JU0992                          STATION RECOVERY (2020)
 JU0992
 JU0992'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU0992'WITNESS POST HAS BEEN REMOVED AND POWER POLE NUMBER 89 226MV IS NOW
 JU0992'LABELLED MV2260.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0458 ***********************************************************************
 KV0458  DESIGNATION -  J 62
 KV0458  PID         -  KV0458
 KV0458  STATE/COUNTY-  NJ/HUDSON
 KV0458  COUNTRY     -  US
 KV0458  USGS QUAD   -  WEEHAWKEN (2016)
 KV0458
 KV0458                         *CURRENT SURVEY CONTROL
 KV0458  ______________________________________________________________________
 KV0458* NAD 83(1986) POSITION- 40 45 54.     (N) 074 04 11.     (W)   SCALED
 KV0458* NAVD 88 ORTHO HEIGHT -     2.521 (meters)        8.27  (feet) ADJUSTED
 KV0458  ______________________________________________________________________
 KV0458  GEOID HEIGHT    -        -32.004 (meters)                     GEOID18
 KV0458  DYNAMIC HEIGHT  -          2.520 (meters)        8.27  (feet) COMP
 KV0458  MODELED GRAVITY -    980,238.8   (mgal)                       NAVD 88
 KV0458
 KV0458  VERT ORDER      -  SECOND    CLASS 0
 KV0458
 KV0458.The horizontal coordinates were scaled from a map and have
 KV0458.an estimated accuracy of +/- 6 seconds.
 KV0458
 KV0458.The orthometric height was determined by differential leveling and
 KV0458.adjusted by the NATIONAL GEODETIC SURVEY
 KV0458.in June 1991.
 KV0458
 KV0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0458.GEOID18 height accuracy estimate available here.
 KV0458
 KV0458.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL785130(NAD 83)
 KV0458
 KV0458                          SUPERSEDED SURVEY CONTROL
 KV0458
 KV0458  NGVD 29 (11/26/84)    2.860  (m)            9.38   (f) ADJUSTED    2 0
 KV0458
 KV0458.Superseded values are not recommended for survey control.
 KV0458
 KV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0458.See file dsdata.pdf to determine how the superseded data were derived.
 KV0458
 KV0458_MARKER: DB = BENCH MARK DISK
 KV0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0458_SP_SET: ABUTMENT
 KV0458_STAMPING: J 62 1962
 KV0458_MARK LOGO: CGS
 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 LAND SURVEYING LLC 2005 (SMG)
 KV0458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0705 ***********************************************************************
 JU0705  DESIGNATION -  J 63
 JU0705  PID         -  JU0705
 JU0705  STATE/COUNTY-  NJ/CAMDEN
 JU0705  COUNTRY     -  US
 JU0705  USGS QUAD   -  CAMDEN (2019)
 JU0705
 JU0705                         *CURRENT SURVEY CONTROL
 JU0705  ______________________________________________________________________
 JU0705* NAD 83(1986) POSITION- 39 53 25.     (N) 075 04 01.     (W)   SCALED
 JU0705* NAVD 88 ORTHO HEIGHT -    20.265 (meters)       66.49  (feet) ADJUSTED
 JU0705  ______________________________________________________________________
 JU0705  GEOID HEIGHT    -        -32.833 (meters)                     GEOID18
 JU0705  DYNAMIC HEIGHT  -         20.256 (meters)       66.46  (feet) COMP
 JU0705  MODELED GRAVITY -    980,187.7   (mgal)                       NAVD 88
 JU0705
 JU0705  VERT ORDER      -  FIRST     CLASS I
 JU0705
 JU0705.The horizontal coordinates were scaled from a map and have
 JU0705.an estimated accuracy of +/- 6 seconds.
 JU0705
 JU0705.The orthometric height was determined by differential leveling and
 JU0705.adjusted by the NATIONAL GEODETIC SURVEY
 JU0705.in June 1991.
 JU0705
 JU0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0705.GEOID18 height accuracy estimate available here.
 JU0705
 JU0705.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK942155(NAD 83)
 JU0705
 JU0705                          SUPERSEDED SURVEY CONTROL
 JU0705
 JU0705  NGVD 29 (11/26/84)   20.611  (m)           67.62   (f) ADJUSTED    1 1
 JU0705
 JU0705.Superseded values are not recommended for survey control.
 JU0705
 JU0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0705.See file dsdata.pdf to determine how the superseded data were derived.
 JU0705
 JU0705_MARKER: DB = BENCH MARK DISK
 JU0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0705_STAMPING: J 63 1963
 JU0705_MARK LOGO: CGS
 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  HISTORY     - 20080627 MARK NOT FOUND   UE
 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.
 JU0705
 JU0705                          STATION RECOVERY (2008)
 JU0705
 JU0705'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0705'DESTROYED. CYLINDRICAL CONCRETE BASE WITH ROUNDED EDGE FOUND AS
 JU0705'DESCRIBED, EXCEPT THAT THERE IS NO WITNESS POST. DISK HAD BEEN BROKEN
 JU0705'OFF. STEM REMAINS IN DRILL HOLE. COORDINATES N 39 53 45.4 W 75 04
 JU0705'01.3.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0537 ***********************************************************************
 JU0537  DESIGNATION -  J 64
 JU0537  PID         -  JU0537
 JU0537  STATE/COUNTY-  NJ/ATLANTIC
 JU0537  COUNTRY     -  US
 JU0537  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0537
 JU0537                         *CURRENT SURVEY CONTROL
 JU0537  ______________________________________________________________________
 JU0537* NAD 83(1986) POSITION- 39 25 37.     (N) 074 30 22.     (W)   SCALED
 JU0537* NAVD 88 ORTHO HEIGHT -     8.734 (meters)       28.65  (feet) ADJUSTED
 JU0537  ______________________________________________________________________
 JU0537  GEOID HEIGHT    -        -34.033 (meters)                     GEOID18
 JU0537  DYNAMIC HEIGHT  -          8.729 (meters)       28.64  (feet) COMP
 JU0537  MODELED GRAVITY -    980,120.3   (mgal)                       NAVD 88
 JU0537
 JU0537  VERT ORDER      -  FIRST     CLASS I
 JU0537
 JU0537.The horizontal coordinates were scaled from a map and have
 JU0537.an estimated accuracy of +/- 6 seconds.
 JU0537
 JU0537.The orthometric height was determined by differential leveling and
 JU0537.adjusted by the NATIONAL GEODETIC SURVEY
 JU0537.in June 1991.
 JU0537
 JU0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0537.GEOID18 height accuracy estimate available here.
 JU0537
 JU0537.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ425642(NAD 83)
 JU0537
 JU0537                          SUPERSEDED SURVEY CONTROL
 JU0537
 JU0537  NGVD 29 (04/16/92)    9.124  (m)           29.93   (f) ADJUSTED    1 1
 JU0537  NGVD 29 (??/??/87)    9.124  (m)           29.93   (f) SUPERSEDED  1 1
 JU0537
 JU0537.Superseded values are not recommended for survey control.
 JU0537
 JU0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0537.See file dsdata.pdf to determine how the superseded data were derived.
 JU0537
 JU0537_MARKER: DB = BENCH MARK DISK
 JU0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0537_SP_SET: OVERPASS
 JU0537_STAMPING: J 64 1963
 JU0537_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0355 ***********************************************************************
 JU0355  DESIGNATION -  J 65
 JU0355  PID         -  JU0355
 JU0355  STATE/COUNTY-  NJ/ATLANTIC
 JU0355  COUNTRY     -  US
 JU0355  USGS QUAD   -  OCEAN CITY (2019)
 JU0355
 JU0355                         *CURRENT SURVEY CONTROL
 JU0355  ______________________________________________________________________
 JU0355* NAD 83(1986) POSITION- 39 20 58.     (N) 074 34 40.     (W)   SCALED
 JU0355* NAVD 88 ORTHO HEIGHT -     4.277 (meters)       14.03  (feet) ADJUSTED
 JU0355  ______________________________________________________________________
 JU0355  GEOID HEIGHT    -        -34.304 (meters)                     GEOID18
 JU0355  DYNAMIC HEIGHT  -          4.274 (meters)       14.02  (feet) COMP
 JU0355  MODELED GRAVITY -    980,110.2   (mgal)                       NAVD 88
 JU0355
 JU0355  VERT ORDER      -  FIRST     CLASS I
 JU0355
 JU0355.The horizontal coordinates were scaled from a map and have
 JU0355.an estimated accuracy of +/- 6 seconds.
 JU0355
 JU0355.The orthometric height was determined by differential leveling and
 JU0355.adjusted by the NATIONAL GEODETIC SURVEY
 JU0355.in June 1991.
 JU0355
 JU0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0355.GEOID18 height accuracy estimate available here.
 JU0355
 JU0355.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ363556(NAD 83)
 JU0355
 JU0355                          SUPERSEDED SURVEY CONTROL
 JU0355
 JU0355  NGVD 29 (04/16/92)    4.672  (m)           15.33   (f) ADJUSTED    1 1
 JU0355  NGVD 29 (01/10/92)    4.672  (m)           15.33   (f) SUPERSEDED  1 1
 JU0355  NGVD 29 (??/??/87)    4.672  (m)           15.33   (f) SUPERSEDED  1 1
 JU0355
 JU0355.Superseded values are not recommended for survey control.
 JU0355
 JU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0355.See file dsdata.pdf to determine how the superseded data were derived.
 JU0355
 JU0355_MARKER: DB = BENCH MARK DISK
 JU0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0355_STAMPING: J 65 1964
 JU0355_MARK LOGO: CGS
 JU0355_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 JU0103 ***********************************************************************
 JU0103  DESIGNATION -  J 66
 JU0103  PID         -  JU0103
 JU0103  STATE/COUNTY-  NJ/OCEAN
 JU0103  COUNTRY     -  US
 JU0103  USGS QUAD   -  TUCKERTON (2019)
 JU0103
 JU0103                         *CURRENT SURVEY CONTROL
 JU0103  ______________________________________________________________________
 JU0103* NAD 83(1986) POSITION- 39 36 07.5    (N) 074 21 39.1    (W)   HD_HELD2
 JU0103* NAVD 88 ORTHO HEIGHT -    12.842 (meters)       42.13  (feet) ADJUSTED
 JU0103  ______________________________________________________________________
 JU0103  GEOID HEIGHT    -        -33.448 (meters)                     GEOID18
 JU0103  DYNAMIC HEIGHT  -         12.836 (meters)       42.11  (feet) COMP
 JU0103  MODELED GRAVITY -    980,154.9   (mgal)                       NAVD 88
 JU0103
 JU0103  VERT ORDER      -  FIRST     CLASS I
 JU0103
 JU0103.The horizontal coordinates were established by autonomous hand held GPS
 JU0103.observations and have an estimated accuracy of +/- 10 meters.
 JU0103
 JU0103.The orthometric height was determined by differential leveling and
 JU0103.adjusted by the NATIONAL GEODETIC SURVEY
 JU0103.in June 1991.
 JU0103
 JU0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0103.GEOID18 height accuracy estimate available here.
 JU0103
 JU0103.Click photographs - Photos may exist for this station.
 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       -    85,347.      161,949.      MT  (+/- 10 meters HH2 GPS)
 JU0103
 JU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5487283788(NAD 83)
 JU0103
 JU0103                          SUPERSEDED SURVEY CONTROL
 JU0103
 JU0103  NGVD 29 (04/16/92)   13.230  (m)           43.41   (f) ADJUSTED    1 1
 JU0103  NGVD 29 (01/10/92)   13.230  (m)           43.41   (f) SUPERSEDED  1 1
 JU0103  NGVD 29 (??/??/87)   13.230  (m)           43.41   (f) SUPERSEDED  1 1
 JU0103
 JU0103.Superseded values are not recommended for survey control.
 JU0103
 JU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0103.See file dsdata.pdf to determine how the superseded data were derived.
 JU0103
 JU0103_MARKER: DB = BENCH MARK DISK
 JU0103_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0089 ***********************************************************************
 JU0089  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0089  DESIGNATION -  J 67
 JU0089  PID         -  JU0089
 JU0089  STATE/COUNTY-  NJ/OCEAN
 JU0089  COUNTRY     -  US
 JU0089  USGS QUAD   -  WEST CREEK (2019)
 JU0089
 JU0089                         *CURRENT SURVEY CONTROL
 JU0089  ______________________________________________________________________
 JU0089* NAD 83(1986) POSITION- 39 38 00.85   (N) 074 18 35.30   (W)   HD_HELD1
 JU0089* NAVD 88 ORTHO HEIGHT -     8.107 (meters)       26.60  (feet) ADJUSTED
 JU0089  ______________________________________________________________________
 JU0089  GEOID HEIGHT    -        -33.392 (meters)                     GEOID18
 JU0089  DYNAMIC HEIGHT  -          8.104 (meters)       26.59  (feet) COMP
 JU0089  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 JU0089
 JU0089  VERT ORDER      -  FIRST     CLASS II
 JU0089
 JU0089.The horizontal coordinates were determined by differentially corrected
 JU0089.hand held GPS observations or other comparable positioning techniques
 JU0089.and have an estimated accuracy of +/- 3 meters.
 JU0089
 JU0089.The orthometric height was determined by differential leveling and
 JU0089.adjusted by the NATIONAL GEODETIC SURVEY
 JU0089.in February 2021.
 JU0089
 JU0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0089.GEOID18 height accuracy estimate available here.
 JU0089
 JU0089.This Tidal Bench Mark is designated as VM 2609
 JU0089.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0089
 JU0089.Click photographs - Photos may exist for this station.
 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       -    88,850.6     166,326.3     MT  (+/- 3 meters HH1 GPS) 
 JU0089
 JU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5922887315(NAD 83)
 JU0089
 JU0089                          SUPERSEDED SURVEY CONTROL
 JU0089
 JU0089  NAVD 88 (06/15/91)    8.105  (m)           26.59   (f) SUPERSEDED  1 1
 JU0089  NGVD 29 (04/16/92)    8.491  (m)           27.86   (f) ADJUSTED    1 1
 JU0089  NGVD 29 (01/10/92)    8.491  (m)           27.86   (f) SUPERSEDED  1 1
 JU0089  NGVD 29 (??/??/87)    8.491  (m)           27.86   (f) SUPERSEDED  1 1
 JU0089
 JU0089.Superseded values are not recommended for survey control.
 JU0089
 JU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0089.See file dsdata.pdf to determine how the superseded data were derived.
 JU0089
 JU0089_MARKER: DB = BENCH MARK DISK
 JU0089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0089_STAMPING: J 67 1964
 JU0089_MARK LOGO: CGS
 JU0089_PROJECTION: RECESSED 5 CENTIMETERS
 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 - March 06, 2019
 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  HISTORY     - 2019     POOR             NJGS
 JU0089  HISTORY     - 20190306 POOR             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.
 JU0089
 JU0089                          STATION RECOVERY (2019)
 JU0089
 JU0089'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 JU0089'RECOVERED AS DESCRIBED BY NATIONAL GEODETIC SURVEY DATA SHEET WITH THE
 JU0089'FOLLOWING ADDITIONS.
 JU0089'
 JU0089'THE STATION IS 53.3 FT (16.2 M) NORTHWEST FROM POLE NUMBER P6396 ON
 JU0089'THOMAS AVENUE, 38.8 FT SOUTHEAST FROM THE CENTER OF THE WALKWAY
 JU0089'LEADING IN THE CEMETERY, 27 FT (8.2 M) WEST OF THE CENTERLINE OF
 JU0089'THOMAS AVENUE, 6 FT (1.8 M) NORTHWEST FROM THE POST AT THE EAST CORNER
 JU0089'OF THE CEMETERY, 1 FT (0.3 M) EAST FROM THE BRICK WALL OF THE
 JU0089'CEMETERY.
 JU0089
 JU0089                          STATION RECOVERY (2019)
 JU0089
 JU0089'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 JU0089'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHWEST OF BEACH
 JU0089'HAVEN, 2.7 MI (4.3 KM) NORTHEAST OF TUCKERTON AND IN THE TOWN OF WEST
 JU0089'CREEK, IN EAGLESWOOD TOWNSHIP, OCEAN COUNTY NJ.
 JU0089'
 JU0089'TO REACH FROM THE INTERSECTION OF ROUTE 9 AND ROUTE 72 DRIVE ABOUT 5
 JU0089'MI (8.0 KM) SOUTHWEST ON ROUTE 9 THEN MAKE A RIGHT ON THOMAS AVENUE,
 JU0089'THEN CONTINUE FOR ABOUT 275.46 FT (84.0 M)  THE STATION IS ON THE LEFT
 JU0089'HAND SIDE BY THE CEMETERY.
 JU0089'
 JU0089'THE STATION IS SET IN A COPPER-CLAD STEEL ROD WITHOUT SLEEVE AND IS
 JU0089'ABOUT 2 INCHES (5 CM) UNDERGROUND.
 JU0089'
 JU0089'THE STATION IS 53.3 FT (16.2 M) NORTHWEST FROM POLE P6396, 38.83 FT
 JU0089'(11.8 M) FROM THE CENTERLINE OF THE WALKWAY LEADING IN THE CEMETERY,
 JU0089'27 FT (8.2 M) WEST OF THE CENTERLINE OF THOMAS AVENUE, 6 FT (1.8 M)
 JU0089'NORTHWEST FROM THE POST AT THE EAST CORNER OF THE CEMETERY, 1 FT (0.3
 JU0089'M) EAST FROM THE BRICK WALL OF THE CEMETERY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0049 ***********************************************************************
 JU0049  DESIGNATION -  J 68
 JU0049  PID         -  JU0049
 JU0049  STATE/COUNTY-  NJ/OCEAN
 JU0049  COUNTRY     -  US
 JU0049  USGS QUAD   -  TOMS RIVER (2019)
 JU0049
 JU0049                         *CURRENT SURVEY CONTROL
 JU0049  ______________________________________________________________________
 JU0049* NAD 83(1986) POSITION- 39 53 11.51   (N) 074 09 47.61   (W)   HD_HELD1
 JU0049* NAVD 88 ORTHO HEIGHT -     8.429 (meters)       27.65  (feet) ADJUSTED
 JU0049  ______________________________________________________________________
 JU0049  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 JU0049  DYNAMIC HEIGHT  -          8.425 (meters)       27.64  (feet) COMP
 JU0049  MODELED GRAVITY -    980,162.7   (mgal)                       NAVD 88
 JU0049
 JU0049  VERT ORDER      -  FIRST     CLASS I
 JU0049
 JU0049.The horizontal coordinates were determined by differentially corrected
 JU0049.hand held GPS observations or other comparable positioning techniques
 JU0049.and have an estimated accuracy of +/- 3 meters.
 JU0049
 JU0049.The orthometric height was determined by differential leveling and
 JU0049.adjusted by the NATIONAL GEODETIC SURVEY
 JU0049.in June 1991.
 JU0049
 JU0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0049.GEOID18 height accuracy estimate available here.
 JU0049
 JU0049.Click photographs - Photos may exist for this station.
 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       -   116,971.0     178,803.2     MT  (+/- 3 meters HH1 GPS) 
 JU0049
 JU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7154515498(NAD 83)
 JU0049
 JU0049                          SUPERSEDED SURVEY CONTROL
 JU0049
 JU0049  NGVD 29 (04/16/92)    8.797  (m)           28.86   (f) ADJUSTED    1 1
 JU0049  NGVD 29 (01/10/92)    8.797  (m)           28.86   (f) SUPERSEDED  1 1
 JU0049  NGVD 29 (??/??/87)    8.801  (m)           28.87   (f) SUPERSEDED  1 1
 JU0049
 JU0049.Superseded values are not recommended for survey control.
 JU0049
 JU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0049.See file dsdata.pdf to determine how the superseded data were derived.
 JU0049
 JU0049_MARKER: DB = BENCH MARK DISK
 JU0049_SETTING: 7 = 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0049+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2016
 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  HISTORY     - 20160529 GOOD             GEOCAC
 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.
 JU0049
 JU0049                          STATION RECOVERY (2016)
 JU0049
 JU0049'RECOVERY NOTE BY GEOCACHING 2016 (DRB)
 JU0049'NOTE-TREES ARE GONE. MARK IS SOUTH FROM A CHAIN LINK FENCE
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0848 ***********************************************************************
 KU0848  DESIGNATION -  J 70
 KU0848  PID         -  KU0848
 KU0848  STATE/COUNTY-  NJ/MONMOUTH
 KU0848  COUNTRY     -  US
 KU0848  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0848
 KU0848                         *CURRENT SURVEY CONTROL
 KU0848  ______________________________________________________________________
 KU0848* NAD 83(1986) POSITION- 40 24 06.     (N) 073 59 34.     (W)   SCALED
 KU0848* NAVD 88 ORTHO HEIGHT -    26.345 (meters)       86.43  (feet) ADJUSTED
 KU0848  ______________________________________________________________________
 KU0848  GEOID HEIGHT    -        -32.566 (meters)                     GEOID18
 KU0848  DYNAMIC HEIGHT  -         26.333 (meters)       86.39  (feet) COMP
 KU0848  MODELED GRAVITY -    980,190.0   (mgal)                       NAVD 88
 KU0848
 KU0848  VERT ORDER      -  FIRST     CLASS II
 KU0848
 KU0848.The horizontal coordinates were scaled from a map and have
 KU0848.an estimated accuracy of +/- 6 seconds.
 KU0848
 KU0848.The orthometric height was determined by differential leveling and
 KU0848.adjusted by the NATIONAL GEODETIC SURVEY
 KU0848.in June 1991.
 KU0848
 KU0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0848.GEOID18 height accuracy estimate available here.
 KU0848
 KU0848.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK854728(NAD 83)
 KU0848
 KU0848                          SUPERSEDED SURVEY CONTROL
 KU0848
 KU0848  NGVD 29 (??/??/92)   26.701  (m)           87.60   (f) SUPERSEDED  1 2
 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
 KU0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0848.See file dsdata.pdf to determine how the superseded data were derived.
 KU0848
 KU0848_STAMPING: J 70 1964
 KU0848
 KU0848  HISTORY     - Date     Condition        Report By
 KU0848  HISTORY     - 1964     MONUMENTED       CGS
 KU0848  HISTORY     - 1979     GOOD             NGS
 KU0848  HISTORY     - 19920728 GOOD             USPSQD
 KU0848  HISTORY     - 20180911 MARK NOT FOUND   NJGS
 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.
 KU0848
 KU0848                          STATION RECOVERY (2018)
 KU0848
 KU0848'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KU0848'THE PARK AREA HAS BEEN REVISED AND REGRADED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0037 ***********************************************************************
 KV0037  DESIGNATION -  J 71
 KV0037  PID         -  KV0037
 KV0037  STATE/COUNTY-  NJ/UNION
 KV0037  COUNTRY     -  US
 KV0037  USGS QUAD   -  PERTH AMBOY (2016)
 KV0037
 KV0037                         *CURRENT SURVEY CONTROL
 KV0037  ______________________________________________________________________
 KV0037* NAD 83(1986) POSITION- 40 36 06.8    (N) 074 16 40.4    (W)   HD_HELD2
 KV0037* NAVD 88 ORTHO HEIGHT -     5.158 (meters)       16.92  (feet) ADJUSTED
 KV0037  ______________________________________________________________________
 KV0037  GEOID HEIGHT    -        -32.579 (meters)                     GEOID18
 KV0037  DYNAMIC HEIGHT  -          5.156 (meters)       16.92  (feet) COMP
 KV0037  MODELED GRAVITY -    980,212.6   (mgal)                       NAVD 88
 KV0037
 KV0037  VERT ORDER      -  FIRST     CLASS I
 KV0037
 KV0037.The horizontal coordinates were established by autonomous hand held GPS
 KV0037.observations and have an estimated accuracy of +/- 10 meters.
 KV0037
 KV0037.The orthometric height was determined by differential leveling and
 KV0037.adjusted by the NATIONAL GEODETIC SURVEY
 KV0037.in June 1991.
 KV0037
 KV0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0037.GEOID18 height accuracy estimate available here.
 KV0037
 KV0037.Click photographs - Photos may exist for this station.
 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       -   196,365.      168,797.      MT  (+/- 10 meters HH2 GPS)
 KV0037
 KV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6109494815(NAD 83)
 KV0037
 KV0037                          SUPERSEDED SURVEY CONTROL
 KV0037
 KV0037  NGVD 29 (04/16/92)    5.476  (m)           17.97   (f) ADJUSTED    1 1
 KV0037  NGVD 29 (??/??/87)    5.501  (m)           18.05   (f) SUPERSEDED  1 1
 KV0037
 KV0037.Superseded values are not recommended for survey control.
 KV0037
 KV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0037.See file dsdata.pdf to determine how the superseded data were derived.
 KV0037
 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.
 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 = JULY 24, 2026 22:12:30 EDT
 KV0646 ***********************************************************************
 KV0646  DESIGNATION -  J 72
 KV0646  PID         -  KV0646
 KV0646  STATE/COUNTY-  NJ/MORRIS
 KV0646  COUNTRY     -  US
 KV0646  USGS QUAD   -  MORRISTOWN (2016)
 KV0646
 KV0646                         *CURRENT SURVEY CONTROL
 KV0646  ______________________________________________________________________
 KV0646* NAD 83(1986) POSITION- 40 47 57.     (N) 074 25 34.     (W)   SCALED
 KV0646* NAVD 88 ORTHO HEIGHT -    55.520 (meters)      182.15  (feet) ADJUSTED
 KV0646  ______________________________________________________________________
 KV0646  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 KV0646  DYNAMIC HEIGHT  -         55.496 (meters)      182.07  (feet) COMP
 KV0646  MODELED GRAVITY -    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 map and have
 KV0646.an estimated accuracy of +/- 6 seconds.
 KV0646
 KV0646.The orthometric height was determined by differential leveling and
 KV0646.adjusted by the NATIONAL GEODETIC SURVEY
 KV0646.in June 1991.
 KV0646
 KV0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0646.GEOID18 height accuracy estimate available here.
 KV0646
 KV0646.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL484166(NAD 83)
 KV0646
 KV0646                          SUPERSEDED SURVEY CONTROL
 KV0646
 KV0646  NGVD 29 (11/26/84)   55.802  (m)          183.08   (f) ADJUSTED    2 0
 KV0646
 KV0646.Superseded values are not recommended for survey control.
 KV0646
 KV0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0646.See file dsdata.pdf to determine how the superseded data were derived.
 KV0646
 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 = JULY 24, 2026 22:12:30 EDT
 KV0966 ***********************************************************************
 KV0966  DESIGNATION -  J 73
 KV0966  PID         -  KV0966
 KV0966  STATE/COUNTY-  NJ/MIDDLESEX
 KV0966  COUNTRY     -  US
 KV0966  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0966
 KV0966                         *CURRENT SURVEY CONTROL
 KV0966  ______________________________________________________________________
 KV0966* NAD 83(1986) POSITION- 40 24 50.     (N) 074 22 03.     (W)   SCALED
 KV0966* NAVD 88 ORTHO HEIGHT -     7.097 (meters)       23.28  (feet) ADJUSTED
 KV0966  ______________________________________________________________________
 KV0966  GEOID HEIGHT    -        -32.610 (meters)                     GEOID18
 KV0966  DYNAMIC HEIGHT  -          7.094 (meters)       23.27  (feet) COMP
 KV0966  MODELED GRAVITY -    980,200.4   (mgal)                       NAVD 88
 KV0966
 KV0966  VERT ORDER      -  FIRST     CLASS II
 KV0966
 KV0966.The horizontal coordinates were scaled from a map and have
 KV0966.an estimated accuracy of +/- 6 seconds.
 KV0966
 KV0966.The orthometric height was determined by differential leveling and
 KV0966.adjusted by the NATIONAL GEODETIC SURVEY
 KV0966.in June 1991.
 KV0966
 KV0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0966.GEOID18 height accuracy estimate available here.
 KV0966
 KV0966.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK536738(NAD 83)
 KV0966
 KV0966                          SUPERSEDED SURVEY CONTROL
 KV0966
 KV0966  NGVD 29 (??/??/92)    7.455  (m)           24.46   (f) SUPERSEDED  1 2
 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
 KV0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0966.See file dsdata.pdf to determine how the superseded data were derived.
 KV0966
 KV0966_STAMPING: J 73 1974
 KV0966
 KV0966  HISTORY     - Date     Condition        Report By
 KV0966  HISTORY     - 1974     MONUMENTED       NGS
 KV0966  HISTORY     - 20150211 MARK NOT FOUND   NJGS
 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.
 KV0966
 KV0966                          STATION RECOVERY (2015)
 KV0966
 KV0966'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0966'THE STATION WAS NOT RECOVERED, THE BRIDGE AND PIERS WERE
 KV0966'RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1129 ***********************************************************************
 KV1129  DESIGNATION -  J 74
 KV1129  PID         -  KV1129
 KV1129  STATE/COUNTY-  NJ/MERCER
 KV1129  COUNTRY     -  US
 KV1129  USGS QUAD   -  ALLENTOWN (2016)
 KV1129
 KV1129                         *CURRENT SURVEY CONTROL
 KV1129  ______________________________________________________________________
 KV1129* NAD 83(1986) POSITION- 40 14 19.     (N) 074 34 57.     (W)   SCALED
 KV1129* NAVD 88 ORTHO HEIGHT -    26.046 (meters)       85.45  (feet) ADJUSTED
 KV1129  ______________________________________________________________________
 KV1129  GEOID HEIGHT    -        -32.774 (meters)                     GEOID18
 KV1129  DYNAMIC HEIGHT  -         26.034 (meters)       85.41  (feet) COMP
 KV1129  MODELED GRAVITY -    980,197.5   (mgal)                       NAVD 88
 KV1129
 KV1129  VERT ORDER      -  FIRST     CLASS II
 KV1129
 KV1129.The horizontal coordinates were scaled from a map and have
 KV1129.an estimated accuracy of +/- 6 seconds.
 KV1129
 KV1129.The orthometric height was determined by differential leveling and
 KV1129.adjusted by the NATIONAL GEODETIC SURVEY
 KV1129.in June 1991.
 KV1129
 KV1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1129.GEOID18 height accuracy estimate available here.
 KV1129
 KV1129.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK355543(NAD 83)
 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
 KV1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1129.See file dsdata.pdf to determine how the superseded data were derived.
 KV1129
 KV1129_MARKER: DV = VERTICAL CONTROL DISK
 KV1129_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1129_STAMPING: J 74 1974
 KV1129_MARK LOGO: NGS
 KV1129_MAGNETIC: I = MARKER IS A STEEL ROD
 KV1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1129_ROD/PIPE-DEPTH: 9.7 meters
 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 = JULY 24, 2026 22:12:30 EDT
 KV3531 ***********************************************************************
 KV3531  DESIGNATION -  J 74 RESET 1978
 KV3531  PID         -  KV3531
 KV3531  STATE/COUNTY-  NJ/MERCER
 KV3531  COUNTRY     -  US
 KV3531  USGS QUAD   -  ALLENTOWN (2016)
 KV3531
 KV3531                         *CURRENT SURVEY CONTROL
 KV3531  ______________________________________________________________________
 KV3531* NAD 83(1986) POSITION- 40 14 19.     (N) 074 34 57.     (W)   SCALED
 KV3531* NAVD 88 ORTHO HEIGHT -    25.66  (+/-2cm)       84.2   (feet) VERTCON3
 KV3531  ______________________________________________________________________
 KV3531  GEOID HEIGHT    -        -32.774 (meters)                     GEOID18
 KV3531  VERT ORDER      -  THIRD (See Below)
 KV3531
 KV3531.The horizontal coordinates were scaled from a 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
 KV3531.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3531.GEOID18 height accuracy estimate available here.
 KV3531
 KV3531.The vertical order pertains to the NGVD 29 superseded value.
 KV3531
 KV3531.Click photographs - Photos may exist for this station.
 KV3531
 KV3531;                    North         East    Units  Estimated Accuracy
 KV3531;SPC NJ       -   156,010.      142,980.      MT  (+/- 180 meters Scaled)
 KV3531
 KV3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK355543(NAD 83)
 KV3531
 KV3531                          SUPERSEDED SURVEY CONTROL
 KV3531
 KV3531  NGVD 29 (02/11/25)   25.98   (m)           85.2    (f) RESET       3  
 KV3531
 KV3531.Superseded values are not recommended for survey control.
 KV3531
 KV3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3531.See file dsdata.pdf to determine how the superseded data were derived.
 KV3531
 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 = JULY 24, 2026 22:12:30 EDT
 KV1148 ***********************************************************************
 KV1148  DESIGNATION -  J 75
 KV1148  PID         -  KV1148
 KV1148  STATE/COUNTY-  NJ/BURLINGTON
 KV1148  COUNTRY     -  US
 KV1148  USGS QUAD   -  COLUMBUS (2016)
 KV1148
 KV1148                         *CURRENT SURVEY CONTROL
 KV1148  ______________________________________________________________________
 KV1148* NAD 83(1986) POSITION- 40 07 16.     (N) 074 44 50.     (W)   SCALED
 KV1148* NAVD 88 ORTHO HEIGHT -    18.564 (meters)       60.91  (feet) ADJUSTED
 KV1148  ______________________________________________________________________
 KV1148  GEOID HEIGHT    -        -32.794 (meters)                     GEOID18
 KV1148  DYNAMIC HEIGHT  -         18.556 (meters)       60.88  (feet) COMP
 KV1148  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 KV1148
 KV1148  VERT ORDER      -  FIRST     CLASS II
 KV1148
 KV1148.The horizontal coordinates were scaled from a map and have
 KV1148.an estimated accuracy of +/- 6 seconds.
 KV1148
 KV1148.The orthometric height was determined by differential leveling and
 KV1148.adjusted by the NATIONAL GEODETIC SURVEY
 KV1148.in June 1991.
 KV1148
 KV1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1148.GEOID18 height accuracy estimate available here.
 KV1148
 KV1148.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK215412(NAD 83)
 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
 KV1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1148.See file dsdata.pdf to determine how the superseded data were derived.
 KV1148
 KV1148_MARKER: DV = VERTICAL CONTROL DISK
 KV1148_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1148_STAMPING: J 75 1974
 KV1148_MARK LOGO: NGS
 KV1148_PROJECTION: RECESSED 10 CENTIMETERS
 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 - August 30, 2006
 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  HISTORY     - 20060830 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.
 KV1148
 KV1148                          STATION RECOVERY (2006)
 KV1148
 KV1148'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV1148'RECOVERED IN GOOD CONDITION.  NOTE--NEW MEASURMENTS--
 KV1148'
 KV1148'RECOVERED ON THE PROPERTY OF THE RIVER FRONT MOTEL, 1.7 FT (0.5 M)
 KV1148'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOST SOUTHWEST UNIT,
 KV1148'3.6 FT (1.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE END OF THE
 KV1148'SIDEWALK IN FRONT OF THE UNIT, 66.6 FT (20.3 M) NORTHWEST OF POLE
 KV1148'NUMBER PS2011MA WHICH IS SOUTHWEST OF THE SOUTHERLY DRIVEWAY OF THE
 KV1148'HOTEL, 1.0 FT (0.3 M) NORTH OF A METAL WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0687 ***********************************************************************
 JU0687  DESIGNATION -  J 76
 JU0687  PID         -  JU0687
 JU0687  STATE/COUNTY-  NJ/CAMDEN
 JU0687  COUNTRY     -  US
 JU0687  USGS QUAD   -  CAMDEN (2019)
 JU0687
 JU0687                         *CURRENT SURVEY CONTROL
 JU0687  ______________________________________________________________________
 JU0687* NAD 83(1986) POSITION- 39 59 07.     (N) 075 02 53.     (W)   SCALED
 JU0687* NAVD 88 ORTHO HEIGHT -     5.731 (meters)       18.80  (feet) ADJUSTED
 JU0687  ______________________________________________________________________
 JU0687  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 JU0687  DYNAMIC HEIGHT  -          5.729 (meters)       18.80  (feet) COMP
 JU0687  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 JU0687
 JU0687  VERT ORDER      -  FIRST     CLASS II
 JU0687
 JU0687.The horizontal coordinates were scaled from a map and have
 JU0687.an estimated accuracy of +/- 6 seconds.
 JU0687
 JU0687.The orthometric height was determined by differential leveling and
 JU0687.adjusted by the NATIONAL GEODETIC SURVEY
 JU0687.in March 2005.
 JU0687
 JU0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0687.GEOID18 height accuracy estimate available here.
 JU0687
 JU0687.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK958261(NAD 83)
 JU0687
 JU0687                          SUPERSEDED SURVEY CONTROL
 JU0687
 JU0687  NAVD 88 (06/15/91)    5.755  (m)           18.88   (f) SUPERSEDED  1 2
 JU0687  NGVD 29 (??/??/92)    6.071  (m)           19.92   (f) SUPERSEDED  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
 JU0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0687.See file dsdata.pdf to determine how the superseded data were derived.
 JU0687
 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  HISTORY     - 20070714 MARK NOT FOUND   UE
 JU0687  HISTORY     - 20100621 MARK NOT FOUND   GEOCAC
 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.
 JU0687
 JU0687                          STATION RECOVERY (2007)
 JU0687
 JU0687'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0687'PUBLISHED TIES FROM THE NORTHEAST RAIL OF THE RAILROAD TRACK, CHAIN
 JU0687'LINK FENCE CORNER POST AND FIRE HYDRANT COME TO A POINT NOW COVERED BY
 JU0687'BITUMINOUS PATCH. THE SQUARE METAL FENCE POST HAD BEEN HIT AND PUSHED
 JU0687'NORTHWARD. THE INLET NOW HAS A TYPE  B  CURB PIECE.
 JU0687
 JU0687                          STATION RECOVERY (2010)
 JU0687
 JU0687'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JU0687'AS REPORTED IN 2007 IT APPEARS ASPHALT PAVEMENT HAS COVERED THE MARK
 JU0687'IF IT WASN'T DESTROYED IN THE PROCESS SO IT IS AT LEAST LOST.
 JU0687'FOR VARIOUS REASONS I WAS UNABLE TO VERIFY MEASUREMENTS AND PROVE THIS
 JU0687'CONCLUSIVELY SO ANOTHER LOOK MIGHT BE WARRANTED.
 JU0687'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2940 ***********************************************************************
 KV2940  DESIGNATION -  J 77
 KV2940  PID         -  KV2940
 KV2940  STATE/COUNTY-  NJ/HUNTERDON
 KV2940  COUNTRY     -  US
 KV2940  USGS QUAD   -  BLOOMSBURY (2019)
 KV2940
 KV2940                         *CURRENT SURVEY CONTROL
 KV2940  ______________________________________________________________________
 KV2940* NAD 83(1986) POSITION- 40 38 11.3    (N) 075 00 57.3    (W)   HD_HELD2
 KV2940* NAVD 88 ORTHO HEIGHT -   136.383 (meters)      447.45  (feet) ADJUSTED
 KV2940  ______________________________________________________________________
 KV2940  GEOID HEIGHT    -        -33.833 (meters)                     GEOID18
 KV2940  DYNAMIC HEIGHT  -        136.318 (meters)      447.24  (feet) COMP
 KV2940  MODELED GRAVITY -    980,150.1   (mgal)                       NAVD 88
 KV2940
 KV2940  VERT ORDER      -  FIRST     CLASS II
 KV2940
 KV2940.The horizontal coordinates were established by autonomous hand held GPS
 KV2940.observations and have an estimated accuracy of +/- 10 meters.
 KV2940
 KV2940.The orthometric height was determined by differential leveling and
 KV2940.adjusted by the NATIONAL GEODETIC SURVEY
 KV2940.in June 1991.
 KV2940
 KV2940.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2940.GEOID18 height accuracy estimate available here.
 KV2940
 KV2940.Click photographs - Photos may exist for this station.
 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       -   200,310.      106,360.      MT  (+/- 10 meters HH2 GPS)
 KV2940
 KV2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9865498403(NAD 83)
 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
 KV2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2940.See file dsdata.pdf to determine how the superseded data were derived.
 KV2940
 KV2940_MARKER: DV = VERTICAL CONTROL DISK
 KV2940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2940_SP_SET: ABUTMENT
 KV2940_STAMPING: J 77 1978
 KV2940_MARK LOGO: NGS
 KV2940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2940+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2007
 KV2940
 KV2940  HISTORY     - Date     Condition        Report By
 KV2940  HISTORY     - 1978     MONUMENTED       NGS
 KV2940  HISTORY     - 19950909 GOOD             USPSQD
 KV2940  HISTORY     - 20071021 GOOD             GEOCAC
 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.
 KV2940
 KV2940                          STATION RECOVERY (2007)
 KV2940
 KV2940'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV2940'STATION IS IN THE BRIDGE OVER MULHOCKAWAY CREEK, NOT THE RAILROAD
 KV2940'BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2914 ***********************************************************************
 KV2914  DESIGNATION -  J 78
 KV2914  PID         -  KV2914
 KV2914  STATE/COUNTY-  NJ/MIDDLESEX
 KV2914  COUNTRY     -  US
 KV2914  USGS QUAD   -  PLAINFIELD (2019)
 KV2914
 KV2914                         *CURRENT SURVEY CONTROL
 KV2914  ______________________________________________________________________
 KV2914* NAD 83(2011) POSITION- 40 34 18.47169(N) 074 29 32.56621(W)   ADJUSTED
 KV2914* NAD 83(2011) ELLIP HT-   -14.503 (meters)        (06/27/12)   ADJUSTED
 KV2914* NAD 83(2011) EPOCH   -  2010.00
 KV2914* NAVD 88 ORTHO HEIGHT -    18.562 (meters)       60.90  (feet) ADJUSTED
 KV2914  ______________________________________________________________________
 KV2914  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 KV2914  NAD 83(2011) X  -  1,297,166.831 (meters)                     COMP
 KV2914  NAD 83(2011) Y  - -4,675,017.854 (meters)                     COMP
 KV2914  NAD 83(2011) Z  -  4,126,409.753 (meters)                     COMP
 KV2914  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 KV2914  DYNAMIC HEIGHT  -         18.554 (meters)       60.87  (feet) COMP
 KV2914  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 KV2914
 KV2914  VERT ORDER      -  FIRST     CLASS II
 KV2914
 KV2914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV2914  Standards:
 KV2914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV2914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV2914  -------------------------------------------------------------------
 KV2914  NETWORK    0.64   1.12           0.29   0.23   0.57      0.07928573
 KV2914  -------------------------------------------------------------------
 KV2914  Click here for local accuracies and other accuracy information.
 KV2914
 KV2914.The horizontal coordinates were established by GPS observations
 KV2914.and adjusted by the National Geodetic Survey in June 2012.
 KV2914
 KV2914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV2914.been affixed to the stable North American tectonic plate. See 
 KV2914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV2914
 KV2914.The horizontal coordinates are valid at the epoch date displayed above
 KV2914.which is a decimal equivalence of Year/Month/Day.
 KV2914
 KV2914.The orthometric height was determined by differential leveling and
 KV2914.adjusted by the NATIONAL GEODETIC SURVEY
 KV2914.in June 1991.
 KV2914
 KV2914.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2914.GEOID18 height accuracy estimate available here.
 KV2914
 KV2914.Click photographs - Photos may exist for this station.
 KV2914
 KV2914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2914
 KV2914.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV2914
 KV2914.The ellipsoidal height was determined by GPS observations
 KV2914.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV2914
 KV2914;                    North         East     Units Scale Factor Converg.
 KV2914;SPC NJ       -   193,000.579   150,645.219   MT  0.99990001   +0 00 17.8
 KV2914;SPC NJ       -   633,202.73    494,241.86   sFT  0.99990001   +0 00 17.8
 KV2914;UTM  18      - 4,491,348.110   542,966.840   MT  0.99962272   +0 19 48.6
 KV2914
 KV2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2914!SPC NJ       -   1.00000228  x   0.99990001  =   0.99990228
 KV2914!UTM  18      -   1.00000228  x   0.99962272  =   0.99962499
 KV2914
 KV2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4296691348(NAD 83)
 KV2914
 KV2914                          SUPERSEDED SURVEY CONTROL
 KV2914
 KV2914  NAD 83(2007)-  40 34 18.47188(N)    074 29 32.56684(W) AD(2002.00) 0
 KV2914  ELLIP H (02/10/07)  -14.497  (m)                       GP(2002.00)    
 KV2914  ELLIP H (10/23/02)  -14.496  (m)                       GP(       ) 4 1
 KV2914  NAD 83(1996)-  40 34 18.47206(N)    074 29 32.56703(W) AD(       ) 1
 KV2914  ELLIP H (05/14/99)  -14.490  (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              18.56   (m)           60.9    (f) LEVELING    3  
 KV2914  NGVD 29 (01/10/92)   18.842  (m)           61.82   (f) ADJUSTED    1 2
 KV2914  NGVD 29              18.85   (m)           61.8    (f) LEVELING    3  
 KV2914  NGVD 29              18.90   (m)           62.0    (f) LEVELING    3  
 KV2914
 KV2914.Superseded values are not recommended for survey control.
 KV2914
 KV2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2914.See file dsdata.pdf to determine how the superseded data were derived.
 KV2914
 KV2914_MARKER: DV = VERTICAL CONTROL DISK
 KV2914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2914_STAMPING: J 78 1978
 KV2914_MARK LOGO: NGS
 KV2914_PROJECTION: FLUSH
 KV2914_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2914+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2020
 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  HISTORY     - 20201007 POOR             NJGS
 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.
 KV2914
 KV2914                          STATION RECOVERY (2020)
 KV2914
 KV2914'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV2914'LAST DESCRIPTION FROM 2004 STATE MARKER IS BENT, MAKING IT UNUSABLE
 KV2914'FOR OPUS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 HU1197  USGS QUAD   -  CAPE MAY (2019)
 HU1197
 HU1197                         *CURRENT SURVEY CONTROL
 HU1197  ______________________________________________________________________
 HU1197* NAD 83(2011) POSITION- 38 58 12.57586(N) 074 57 41.59124(W)   ADJUSTED
 HU1197* NAD 83(2011) ELLIP HT-   -33.304 (meters)        (06/27/12)   ADJUSTED
 HU1197* NAD 83(2011) EPOCH   -  2010.00
 HU1197* NAVD 88 ORTHO HEIGHT -     2.128 (meters)        6.98  (feet) ADJUSTED
 HU1197  ______________________________________________________________________
 HU1197  GEOID HEIGHT    -        -35.417 (meters)                     GEOID18
 HU1197  NAD 83(2011) X  -  1,288,354.414 (meters)                     COMP
 HU1197  NAD 83(2011) Y  - -4,795,330.677 (meters)                     COMP
 HU1197  NAD 83(2011) Z  -  3,989,721.085 (meters)                     COMP
 HU1197  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 HU1197  DYNAMIC HEIGHT  -          2.127 (meters)        6.98  (feet) COMP
 HU1197  MODELED GRAVITY -    980,051.5   (mgal)                       NAVD 88
 HU1197
 HU1197  VERT ORDER      -  FIRST     CLASS II
 HU1197
 HU1197  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU1197  Standards:
 HU1197         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU1197            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU1197  -------------------------------------------------------------------
 HU1197  NETWORK    0.66   1.20           0.29   0.25   0.61     -0.04483859
 HU1197  -------------------------------------------------------------------
 HU1197  Click here for local accuracies and other accuracy information.
 HU1197
 HU1197.The horizontal coordinates were established by GPS observations
 HU1197.and adjusted by the National Geodetic Survey in June 2012.
 HU1197
 HU1197.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU1197.been affixed to the stable North American tectonic plate. See 
 HU1197.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU1197
 HU1197.The horizontal coordinates are valid at the epoch date displayed above
 HU1197.which is a decimal equivalence of Year/Month/Day.
 HU1197
 HU1197.The orthometric height was determined by differential leveling and
 HU1197.adjusted by the NATIONAL GEODETIC SURVEY
 HU1197.in June 1991.
 HU1197
 HU1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1197.GEOID18 height accuracy estimate available here.
 HU1197
 HU1197.This Tidal Bench Mark is designated as VM 14005
 HU1197.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU1197
 HU1197.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 HU1197
 HU1197.The ellipsoidal height was determined by GPS observations
 HU1197.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 HU1197
 HU1197;                    North         East     Units Scale Factor Converg.
 HU1197;SPC NJ       -    15,289.415   110,004.433   MT  0.99991969   -0 17 25.0
 HU1197;SPC NJ       -    50,162.02    360,906.21   sFT  0.99991969   -0 17 25.0
 HU1197;UTM  18      - 4,313,465.913   503,330.581   MT  0.99960014   +0 01 27.0
 HU1197
 HU1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1197!SPC NJ       -   1.00000523  x   0.99991969  =   0.99992491
 HU1197!UTM  18      -   1.00000523  x   0.99960014  =   0.99960536
 HU1197
 HU1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0333013465(NAD 83)
 HU1197
 HU1197                          SUPERSEDED SURVEY CONTROL
 HU1197
 HU1197  NAD 83(2007)-  38 58 12.57616(N)    074 57 41.59199(W) AD(2002.00) 0
 HU1197  ELLIP H (02/10/07)  -33.281  (m)                       GP(2002.00)    
 HU1197  NAD 83(1996)-  38 58 12.57612(N)    074 57 41.59201(W) AD(       ) A
 HU1197  ELLIP H (09/24/01)  -33.268  (m)                       GP(       ) 4 1
 HU1197  NAVD 88               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
 HU1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1197.See file dsdata.pdf to determine how the superseded data were derived.
 HU1197
 HU1197_MARKER: I = METAL ROD
 HU1197_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - March 09, 2010
 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  HISTORY     - 20070815 GOOD             NJDEP
 HU1197  HISTORY     - 20080828 GOOD             UE
 HU1197  HISTORY     - 20100309 GOOD             INDIV
 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.
 HU1197
 HU1197                          STATION RECOVERY (2007)
 HU1197
 HU1197'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 HU1197'RECOVERED IN GOOD CONDITION.
 HU1197
 HU1197                          STATION RECOVERY (2008)
 HU1197
 HU1197'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 HU1197'ELECTRONIC GATE HAD BEEN CONSTRUCTED AT THE ENTRANCE. A CONCRETE SLAB
 HU1197'WAS BUILT NEXT TO THE MONUMENT. THERE IS A WITNESS POST ALONG THE
 HU1197'FENCE.
 HU1197
 HU1197                          STATION RECOVERY (2010)
 HU1197
 HU1197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 HU1197'RECOVERED IN GOOD CONDITION.
 HU1197'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0337 ***********************************************************************
 JU0337  DESIGNATION -  J 8
 JU0337  PID         -  JU0337
 JU0337  STATE/COUNTY-  NJ/ATLANTIC
 JU0337  COUNTRY     -  US
 JU0337  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0337
 JU0337                         *CURRENT SURVEY CONTROL
 JU0337  ______________________________________________________________________
 JU0337* NAD 83(1986) POSITION- 39 25 28.0    (N) 074 30 01.3    (W)   HD_HELD2
 JU0337* NAVD 88 ORTHO HEIGHT -     5.653 (meters)       18.55  (feet) ADJUSTED
 JU0337  ______________________________________________________________________
 JU0337  GEOID HEIGHT    -        -34.050 (meters)                     GEOID18
 JU0337  DYNAMIC HEIGHT  -          5.650 (meters)       18.54  (feet) COMP
 JU0337  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 JU0337
 JU0337  VERT ORDER      -  FIRST     CLASS II
 JU0337
 JU0337.The horizontal coordinates were established by autonomous hand held GPS
 JU0337.observations and have an estimated accuracy of +/- 10 meters.
 JU0337
 JU0337.The orthometric height was determined by differential leveling and
 JU0337.adjusted by the NATIONAL GEODETIC SURVEY
 JU0337.in April 2013.
 JU0337
 JU0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0337.GEOID18 height accuracy estimate available here.
 JU0337
 JU0337.Click photographs - Photos may exist for this station.
 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       -    65,617.      149,969.      MT  (+/- 10 meters HH2 GPS)
 JU0337
 JU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4300563998(NAD 83)
 JU0337
 JU0337                          SUPERSEDED SURVEY CONTROL
 JU0337
 JU0337  NAVD 88 (03/01/01)    5.654  (m)           18.55   (f) SUPERSEDED  1 2
 JU0337  NAVD 88 (06/15/91)    5.657  (m)           18.56   (f) SUPERSEDED  1 1
 JU0337  NGVD 29 (04/16/92)    6.045  (m)           19.83   (f) ADJUSTED    1 1
 JU0337  NGVD 29 (01/10/92)    6.045  (m)           19.83   (f) SUPERSEDED  1 1
 JU0337  NGVD 29 (??/??/87)    6.045  (m)           19.83   (f) SUPERSEDED  1 1
 JU0337
 JU0337.Superseded values are not recommended for survey control.
 JU0337
 JU0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0337.See file dsdata.pdf to determine how the superseded data were derived.
 JU0337
 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 - May 24, 2010
 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  HISTORY     - 20100524 GOOD             NJGS
 JU0337
 JU0337                          STATION DESCRIPTION
 JU0337
 JU0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 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.
 JU0337
 JU0337                          STATION RECOVERY (2010)
 JU0337
 JU0337'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU0337'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2462 ***********************************************************************
 JU2462  DESIGNATION -  J 80
 JU2462  PID         -  JU2462
 JU2462  STATE/COUNTY-  NJ/ATLANTIC
 JU2462  COUNTRY     -  US
 JU2462  USGS QUAD   -  OCEANVILLE (2019)
 JU2462
 JU2462                         *CURRENT SURVEY CONTROL
 JU2462  ______________________________________________________________________
 JU2462* NAD 83(1986) POSITION- 39 22 38.97   (N) 074 27 08.02   (W)   HD_HELD1
 JU2462* NAVD 88 ORTHO HEIGHT -     9.905 (meters)       32.50  (feet) ADJUSTED
 JU2462  ______________________________________________________________________
 JU2462  GEOID HEIGHT    -        -34.329 (meters)                     GEOID18
 JU2462  DYNAMIC HEIGHT  -          9.900 (meters)       32.48  (feet) COMP
 JU2462  MODELED GRAVITY -    980,110.1   (mgal)                       NAVD 88
 JU2462
 JU2462  VERT ORDER      -  FIRST     CLASS II
 JU2462
 JU2462.The horizontal coordinates were determined by differentially corrected
 JU2462.hand held GPS observations or other comparable positioning techniques
 JU2462.and have an estimated accuracy of +/- 3 meters.
 JU2462
 JU2462.The orthometric height was determined by differential leveling and
 JU2462.adjusted by the NATIONAL GEODETIC SURVEY
 JU2462.in August 2018.
 JU2462
 JU2462.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2462.GEOID18 height accuracy estimate available here.
 JU2462
 JU2462.Click photographs - Photos may exist for this station.
 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       -    60,406.1     154,115.8     MT  (+/- 3 meters HH1 GPS) 
 JU2462
 JU2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4717958811(NAD 83)
 JU2462
 JU2462                          SUPERSEDED SURVEY CONTROL
 JU2462
 JU2462  NAVD 88 (06/15/91)    9.892  (m)           32.45   (f) SUPERSEDED  1 2
 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
 JU2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2462.See file dsdata.pdf to determine how the superseded data were derived.
 JU2462
 JU2462_MARKER: DV = VERTICAL CONTROL DISK
 JU2462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2462_SP_SET: BRIDGE PIER
 JU2462_STAMPING: J 80 1970
 JU2462_MARK LOGO: NGS
 JU2462_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2462+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 JU2462
 JU2462  HISTORY     - Date     Condition        Report By
 JU2462  HISTORY     - 1979     MONUMENTED       NGS
 JU2462  HISTORY     - 19891101 GOOD             NJGS
 JU2462  HISTORY     - 20090106 GOOD             BANC
 JU2462  HISTORY     - 20170525 GOOD             NJGS
 JU2462  HISTORY     - 20180813 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.
 JU2462
 JU2462                          STATION RECOVERY (2009)
 JU2462
 JU2462'RECOVERY NOTE BY BANC 3 2009 (AP)
 JU2462'RECOVERED IN GOOD CONDITION.
 JU2462
 JU2462                          STATION RECOVERY (2017)
 JU2462
 JU2462'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU2462'RECOVERED AS DESCRIBED.
 JU2462
 JU2462                          STATION RECOVERY (2018)
 JU2462
 JU2462'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU2462'NOTE-STAMPING OF DISK IS 1970 BUT THE INSTALLATION OF STATION WAS
 JU2462'1979.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2399 ***********************************************************************
 JU2399  DESIGNATION -  J 81
 JU2399  PID         -  JU2399
 JU2399  STATE/COUNTY-  NJ/CAPE MAY
 JU2399  COUNTRY     -  US
 JU2399  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2399
 JU2399                         *CURRENT SURVEY CONTROL
 JU2399  ______________________________________________________________________
 JU2399* NAD 83(1986) POSITION- 39 11 17.03   (N) 074 39 54.45   (W)   HD_HELD1
 JU2399* NAVD 88 ORTHO HEIGHT -     1.357 (meters)        4.45  (feet) ADJUSTED
 JU2399  ______________________________________________________________________
 JU2399  GEOID HEIGHT    -        -34.910 (meters)                     GEOID18
 JU2399  DYNAMIC HEIGHT  -          1.356 (meters)        4.45  (feet) COMP
 JU2399  MODELED GRAVITY -    980,081.6   (mgal)                       NAVD 88
 JU2399
 JU2399  VERT ORDER      -  FIRST     CLASS II
 JU2399
 JU2399.The horizontal coordinates were determined by differentially corrected
 JU2399.hand held GPS observations or other comparable positioning techniques
 JU2399.and have an estimated accuracy of +/- 3 meters.
 JU2399
 JU2399.The orthometric height was determined by differential leveling and
 JU2399.adjusted by the NATIONAL GEODETIC SURVEY
 JU2399.in April 2015.
 JU2399
 JU2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2399.GEOID18 height accuracy estimate available here.
 JU2399
 JU2399.Click photographs - Photos may exist for this station.
 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       -    39,389.7     135,735.2     MT  (+/- 3 meters HH1 GPS) 
 JU2399
 JU2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2892037699(NAD 83)
 JU2399
 JU2399                          SUPERSEDED SURVEY CONTROL
 JU2399
 JU2399  NAVD 88 (06/15/91)    1.359  (m)            4.46   (f) SUPERSEDED  1 2
 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
 JU2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2399.See file dsdata.pdf to determine how the superseded data were derived.
 JU2399
 JU2399_MARKER: DV = VERTICAL CONTROL DISK
 JU2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2399_STAMPING: J 81 1979
 JU2399_MARK LOGO: NGS
 JU2399_PROJECTION: RECESSED 15 CENTIMETERS
 JU2399_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2399+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2018
 JU2399_ROD/PIPE-DEPTH: 10.7 meters
 JU2399
 JU2399  HISTORY     - Date     Condition        Report By
 JU2399  HISTORY     - 1979     MONUMENTED       NGS
 JU2399  HISTORY     - 20130612 GOOD             NJGS
 JU2399  HISTORY     - 20140723 GOOD             NJGS
 JU2399  HISTORY     - 20180608 GOOD             NJGS
 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.
 JU2399
 JU2399                          STATION RECOVERY (2013)
 JU2399
 JU2399'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 JU2399'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF
 JU2399'AVALON, 5.5 MI (8.8 KM) SOUTH OF MARMORA AND 2.8 MI (4.5 KM)
 JU2399'NORTH-NORTHEAST OF SEA ISLE CITY AND IN THE TOWNSHIP OF UPPER IN THE
 JU2399'LOCAL COMMUNITY OF STRATHMERE.
 JU2399'
 JU2399'TO REACH THE STATION FROM THE TEE INTERSECTION OF COMMONWEALTH AVENUE,
 JU2399'COUNTY ROAD 619 AND TAYLOR AVENUE, GO NORTHEAST ON COMMONWEALTH AVENUE
 JU2399'FOR 0.50 MI (0.8 KM) TO THE STATION ON THE LEFT, SET ABOUT 1.0 FT (0.3
 JU2399'M) BELOW THE GROUND IN A 4 INCH (10 CM) PLASTIC PIPE WITH COVER IN A
 JU2399'LANDSCAPED GRASS AREA IN FRONT OF A 1.0 FT (0.3 M) HIGH WOOD PILE
 JU2399'FENCE, JUST SOUTH FROM HOUSE NUMBER 1908, A ONE STORY FRAME DWELLING
 JU2399'OWNED BY THE MILLERS.
 JU2399'
 JU2399'THE STATION IS 35.0 FT (10.7 M) NORTHWEST FROM THE CENTERLINE OF
 JU2399'COMMONWEALTH AVENUE, 2.7 FT (0.8 M) SOUTHWEST FROM WOOD UTILITY POLE
 JU2399'NUMBER W25393 BT 329 UT, 26.0 FT (7.9 M) SOUTH FROM THE SOUTH CORNER
 JU2399'OF HOUSE NUMBER 1908 AND 99.1 FT (30.2 M) SOUTHWEST FROM A YELLOW
 JU2399'PAINTED FIRE HYDRANT ON THE NORTHWEST SIDE OF COMMONWEALTH AVENUE.
 JU2399
 JU2399                          STATION RECOVERY (2014)
 JU2399
 JU2399'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU2399'RECOVERED IN GOOD CONDITION.
 JU2399'
 JU2399'NOTE-ADD 1.5 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 JU2399
 JU2399                          STATION RECOVERY (2018)
 JU2399
 JU2399'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU2399'THE STATION IS 15 CM (6 INCHES) SOUTHEAST OF A WITNESS POST AND 11.2 M
 JU2399'(36.7 FT) NORTHWEST OF THE CENTERLINE OF COMMONWEALTH AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2248 ***********************************************************************
 JU2248  DESIGNATION -  J 82
 JU2248  PID         -  JU2248
 JU2248  STATE/COUNTY-  NJ/SALEM
 JU2248  COUNTRY     -  US
 JU2248  USGS QUAD   -  SALEM (2019)
 JU2248
 JU2248                         *CURRENT SURVEY CONTROL
 JU2248  ______________________________________________________________________
 JU2248* NAD 83(1986) POSITION- 39 33 13.74   (N) 075 25 50.12   (W)   HD_HELD1
 JU2248* NAVD 88 ORTHO HEIGHT -     5.963 (meters)       19.56  (feet) ADJUSTED
 JU2248  ______________________________________________________________________
 JU2248  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 JU2248  DYNAMIC HEIGHT  -          5.960 (meters)       19.55  (feet) COMP
 JU2248  MODELED GRAVITY -    980,119.4   (mgal)                       NAVD 88
 JU2248
 JU2248  VERT ORDER      -  FIRST     CLASS II
 JU2248
 JU2248.The horizontal coordinates were determined by differentially corrected
 JU2248.hand held GPS observations or other comparable positioning techniques
 JU2248.and have an estimated accuracy of +/- 3 meters.
 JU2248
 JU2248.The orthometric height was determined by differential leveling and
 JU2248.adjusted by the NATIONAL GEODETIC SURVEY
 JU2248.in June 1991.
 JU2248
 JU2248.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2248.GEOID18 height accuracy estimate available here.
 JU2248
 JU2248.Click photographs - Photos may exist for this station.
 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       -    80,393.1      70,026.0     MT  (+/- 3 meters HH1 GPS) 
 JU2248
 JU2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6300678325(NAD 83)
 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
 JU2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2248.See file dsdata.pdf to determine how the superseded data were derived.
 JU2248
 JU2248_MARKER: DV = VERTICAL CONTROL DISK
 JU2248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2248_STAMPING: J 82 1979
 JU2248_MARK LOGO: NGS
 JU2248_PROJECTION: RECESSED 10 CENTIMETERS
 JU2248_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2248+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2020
 JU2248_ROD/PIPE-DEPTH: 8.84 meters
 JU2248
 JU2248  HISTORY     - Date     Condition        Report By
 JU2248  HISTORY     - 1979     MONUMENTED       NGS
 JU2248  HISTORY     - 20150311 GOOD             NJGS
 JU2248  HISTORY     - 20200518 GOOD             NJGS
 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.
 JU2248
 JU2248                          STATION RECOVERY (2015)
 JU2248
 JU2248'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 JU2248'RECOVERED AS DESCRIBED BY NEW JERSEY GEODETIC SURVEY WITH THE
 JU2248'FOLLOWING ADDITIONS.
 JU2248'
 JU2248'THE STATION IS LOCATED ON THE PROPERTY OF HOUSE NUMBER 769 AND IS 3.6
 JU2248'FT (1.1 M) NORTHWEST FROM THE PREVIOUSLY MENTIONED POLE, WITH A
 JU2248'WITNESS SIGN NOW ATTACHED AND 44.2 FT (13.5 M) SOUTHWEST FROM THE
 JU2248'NORTHWEST CORNER OF A SINGLE STORY METAL GARAGE WITH 2 DOORS ON THE
 JU2248'SOUTHWEST SIDE.
 JU2248'
 JU2248'THE STATION IS ABOUT 4 INCHES (10 CM) BELOW THE GROUND IN A 4 INCH (10
 JU2248'CM) PLASTIC PIPE WITH SCREW CAP COVER.
 JU2248
 JU2248                          STATION RECOVERY (2020)
 JU2248
 JU2248'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2248'TIES ARE GOOD EXCEPT 44.2 FT (13.5 M) SOUTHWEST FROM THE SOUTHWEST
 JU2248'CORNER OF A SINGLE STORY METAL GARAGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0947 ***********************************************************************
 JU0947  DESIGNATION -  J 9
 JU0947  PID         -  JU0947
 JU0947  STATE/COUNTY-  NJ/CUMBERLAND
 JU0947  COUNTRY     -  US
 JU0947  USGS QUAD   -  BRIDGETON (2019)
 JU0947
 JU0947                         *CURRENT SURVEY CONTROL
 JU0947  ______________________________________________________________________
 JU0947* NAD 83(1986) POSITION- 39 25 49.60   (N) 075 14 41.26   (W)   HD_HELD1
 JU0947* NAVD 88 ORTHO HEIGHT -    24.177 (meters)       79.32  (feet) ADJUSTED
 JU0947  ______________________________________________________________________
 JU0947  GEOID HEIGHT    -        -33.806 (meters)                     GEOID18
 JU0947  DYNAMIC HEIGHT  -         24.165 (meters)       79.28  (feet) COMP
 JU0947  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 JU0947
 JU0947  VERT ORDER      -  FIRST     CLASS II
 JU0947
 JU0947.The horizontal coordinates were determined by differentially corrected
 JU0947.hand held GPS observations or other comparable positioning techniques
 JU0947.and have an estimated accuracy of +/- 3 meters.
 JU0947
 JU0947.The orthometric height was determined by differential leveling and
 JU0947.adjusted by the NATIONAL GEODETIC SURVEY
 JU0947.in April 2013.
 JU0947
 JU0947.No vertical observational check was made to the station.
 JU0947
 JU0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0947.GEOID18 height accuracy estimate available here.
 JU0947
 JU0947.Click photographs - Photos may exist for this station.
 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       -    66,548.2      85,879.9     MT  (+/- 3 meters HH1 GPS) 
 JU0947
 JU0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7893164573(NAD 83)
 JU0947
 JU0947                          SUPERSEDED SURVEY CONTROL
 JU0947
 JU0947  NAVD 88 (06/15/91)   24.156  (m)           79.25   (f) SUPERSEDED  1 2
 JU0947  NGVD 29 (04/16/92)   24.463  (m)           80.26   (f) ADJUSTED    1 2
 JU0947  NGVD 29 (01/10/92)   24.463  (m)           80.26   (f) SUPERSEDED  1 2
 JU0947  NGVD 29 (??/??/87)   24.529  (m)           80.48   (f) SUPERSEDED  1 2
 JU0947
 JU0947.Superseded values are not recommended for survey control.
 JU0947
 JU0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0947.See file dsdata.pdf to determine how the superseded data were derived.
 JU0947
 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_MARK LOGO: CGS
 JU0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0947+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2011
 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  HISTORY     - 20070625 GOOD             UE
 JU0947  HISTORY     - 20110531 GOOD             NJGS
 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.
 JU0947
 JU0947                          STATION RECOVERY (2007)
 JU0947
 JU0947'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0947'RECOVERED IN GOOD CONDITION.
 JU0947
 JU0947                          STATION RECOVERY (2011)
 JU0947
 JU0947'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0947'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, ON THE NORTH SIDE OF
 JU0947'WEST BROAD STREET (NJ STATE ROUTE 49) SET IN THE SOUTH FACE OF THE
 JU0947'BRICK WALL AT THE SOUTHEAST CORNER OF THE BROAD STREET SCHOOL
 JU0947'(FORMERLY THE BRIDGETON HIGH SCHOOL).
 JU0947'
 JU0947'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 JU0947'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 0.5 MI (0.8
 JU0947'KM) WEST ON ROUTE 49 TO THE JUNCTION WITH LAWRENCE STREET.  TURN RIGHT
 JU0947'AND GO 0.1 MI (0.2 KM) NORTH ON NORTH LAWRENCE STREET TO THE ENTRANCE
 JU0947'DRIVE TO THE PARKING LOT AND THE SCHOOL.  TURN LEFT AND GO THE CORNER
 JU0947'OF THE SCHOOL BUILDING AND THE STATION AHEAD.
 JU0947'
 JU0947'THE STATION IS 240 FT (73.2 M) WEST OF THE WEST CURB OF NORTH LAWRENCE
 JU0947'STREET, 326 FT (99.4 M) NORTH OF THE NORTH CURB OF ROUTE 49, 1.4 FT
 JU0947'(0.4 M) WEST OF THE SOUTHEAST CORNER OF THE SCHOOL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4083 ***********************************************************************
 KV4083  DESIGNATION -  JACKSON
 KV4083  PID         -  KV4083
 KV4083  STATE/COUNTY-  NJ/HUDSON
 KV4083  COUNTRY     -  US
 KV4083  USGS QUAD   -  WEEHAWKEN (2016)
 KV4083
 KV4083                         *CURRENT SURVEY CONTROL
 KV4083  ______________________________________________________________________
 KV4083* NAD 83(1996) POSITION- 40 47 32.08307(N) 074 02 10.40419(W)   ADJUSTED
 KV4083* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4083  ______________________________________________________________________
 KV4083  GEOID HEIGHT    -        -31.877 (meters)                     GEOID18
 KV4083  LAPLACE CORR    -          7.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4083.GEOID18 height accuracy estimate available here.
 KV4083
 KV4083.Click photographs - Photos may exist for this station.
 KV4083
 KV4083.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4083
 KV4083. The following values were computed from the NAD 83(1996) position.
 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       -  FARM                                     237 20 14.0
 KV4083:SPC NY L     -  FARM                                     237 39 50.1
 KV4083:UTM  18      -  FARM                                     237 00 37.9
 KV4083
 KV4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8130916141(NAD 83)
 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
 KV4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4083.See file dsdata.pdf to determine how the superseded data were derived.
 KV4083
 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 = JULY 24, 2026 22:12:30 EDT
 KV5160 ***********************************************************************
 KV5160  DESIGNATION -  JACKSON RESET
 KV5160  PID         -  KV5160
 KV5160  STATE/COUNTY-  NJ/MONMOUTH
 KV5160  COUNTRY     -  US
 KV5160  USGS QUAD   -  ASBURY PARK (2019)
 KV5160
 KV5160                         *CURRENT SURVEY CONTROL
 KV5160  ______________________________________________________________________
 KV5160* NAD 83(1996) POSITION- 40 09 11.99365(N) 074 05 09.42867(W)   ADJUSTED
 KV5160* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) SCALED
 KV5160  ______________________________________________________________________
 KV5160  GEOID HEIGHT    -        -32.875 (meters)                     GEOID18
 KV5160  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5160.GEOID18 height accuracy estimate available here.
 KV5160
 KV5160.Click photographs - Photos may exist for this station.
 KV5160
 KV5160.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5160
 KV5160. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5160:SPC NJ       -  SPR LAKE NEW MONMOUTH HOTEL FP           099 20 45.3
 KV5160:UTM  18      -  SPR LAKE NEW MONMOUTH HOTEL FP           099 01 24.5
 KV5160
 KV5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7784845176(NAD 83)
 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
 KV5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5160.See file dsdata.pdf to determine how the superseded data were derived.
 KV5160
 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 = JULY 24, 2026 22:12:30 EDT
 HU1276 ***********************************************************************
 HU1276  DESIGNATION -  JAR
 HU1276  PID         -  HU1276
 HU1276  STATE/COUNTY-  NJ/CAPE MAY
 HU1276  COUNTRY     -  US
 HU1276  USGS QUAD   -  WILDWOOD (2019)
 HU1276
 HU1276                         *CURRENT SURVEY CONTROL
 HU1276  ______________________________________________________________________
 HU1276* NAD 83(1996) POSITION- 38 57 43.28144(N) 074 52 15.59516(W)   ADJUSTED
 HU1276* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 HU1276  ______________________________________________________________________
 HU1276  GEOID HEIGHT    -        -35.504 (meters)                     GEOID18
 HU1276  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1276.GEOID18 height accuracy estimate available here.
 HU1276
 HU1276.Click photographs - Photos may exist for this station.
 HU1276
 HU1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1276
 HU1276. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000548  x   0.99991273  =   0.99991821
 HU1276!UTM  18      -   1.00000548  x   0.99960154  =   0.99960701
 HU1276
 HU1276:                Primary Azimuth Mark                     Grid Az
 HU1276:SPC NJ       -  DEVLEN                                   344 16 02.4
 HU1276:UTM  18      -  DEVLEN                                   343 57 10.6
 HU1276
 HU1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1117612570(NAD 83)
 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
 HU1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1276.See file dsdata.pdf to determine how the superseded data were derived.
 HU1276
 HU1276_MARKER: DS = TRIANGULATION STATION DISK
 HU1276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 KV5844 ***********************************************************************
 KV5844  DESIGNATION -  JCPL
 KV5844  PID         -  KV5844
 KV5844  STATE/COUNTY-  NJ/MIDDLESEX
 KV5844  COUNTRY     -  US
 KV5844  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5844
 KV5844                         *CURRENT SURVEY CONTROL
 KV5844  ______________________________________________________________________
 KV5844* NAD 83(2011) POSITION- 40 28 39.23907(N) 074 18 30.39324(W)   ADJUSTED
 KV5844* NAD 83(2011) ELLIP HT-    -5.821 (meters)        (06/27/12)   ADJUSTED
 KV5844* NAD 83(2011) EPOCH   -  2010.00
 KV5844* NAVD 88 ORTHO HEIGHT -    26.7   (meters)       88.    (feet) GPS OBS
 KV5844  ______________________________________________________________________
 KV5844  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5844  GEOID HEIGHT    -        -32.552 (meters)                     GEOID18
 KV5844  NAD 83(2011) X  -  1,314,009.033 (meters)                     COMP
 KV5844  NAD 83(2011) Y  - -4,677,381.596 (meters)                     COMP
 KV5844  NAD 83(2011) Z  -  4,118,461.534 (meters)                     COMP
 KV5844  LAPLACE CORR    -          4.76  (seconds)                    DEFLEC18
 KV5844
 KV5844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5844  Standards:
 KV5844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5844  -------------------------------------------------------------------
 KV5844  NETWORK    0.30   0.49           0.13   0.11   0.25      0.08232817
 KV5844  -------------------------------------------------------------------
 KV5844  Click here for local accuracies and other accuracy information.
 KV5844
 KV5844.The horizontal coordinates were established by GPS observations
 KV5844.and adjusted by the National Geodetic Survey in June 2012.
 KV5844
 KV5844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5844.been affixed to the stable North American tectonic plate. See 
 KV5844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5844
 KV5844.The horizontal coordinates are valid at the epoch date displayed above
 KV5844.which is a decimal equivalence of Year/Month/Day.
 KV5844
 KV5844.The orthometric height was determined by GPS observations and a
 KV5844.high-resolution geoid model.
 KV5844
 KV5844.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5844.GEOID18 height accuracy estimate available here.
 KV5844
 KV5844.Click photographs - Photos may exist for this station.
 KV5844
 KV5844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5844
 KV5844.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5844
 KV5844.The ellipsoidal height was determined by GPS observations
 KV5844.and is referenced to NAD 83.
 KV5844
 KV5844. The following values were computed from the NAD 83(2011) position.
 KV5844
 KV5844;                    North         East     Units Scale Factor Converg.
 KV5844;SPC NJ       -   182,555.334   166,241.683   MT  0.99990325   +0 07 27.7
 KV5844;SPC NJ       -   598,933.62    545,411.25   sFT  0.99990325   +0 07 27.7
 KV5844;SPC NY L     -    34,569.935   273,844.944   MT  1.00001592   -0 12 06.3
 KV5844;SPC NY L     -   113,418.20    898,439.62   sFT  1.00001592   -0 12 06.3
 KV5844;UTM  18      - 4,480,994.260   558,618.070   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5861880994(NAD 83)
 KV5844
 KV5844                          SUPERSEDED SURVEY CONTROL
 KV5844
 KV5844  NAD 83(2007)-  40 28 39.23944(N)    074 18 30.39389(W) AD(2002.00) 0
 KV5844  ELLIP H (02/10/07)   -5.812  (m)                       GP(2002.00)    
 KV5844  ELLIP H (10/23/02)   -5.811  (m)                       GP(       ) 4 1
 KV5844  NAD 83(1996)-  40 28 39.23964(N)    074 18 30.39410(W) AD(       ) 1
 KV5844  ELLIP H (05/14/99)   -5.808  (m)                       GP(       ) 4 1
 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)   -5.878  (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)  RAPSU86  model used  GPS OBS        
 KV5844
 KV5844.Superseded values are not recommended for survey control.
 KV5844
 KV5844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5844.See file dsdata.pdf to determine how the superseded data were derived.
 KV5844
 KV5844_MARKER: DD = SURVEY DISK
 KV5844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5844_STAMPING: JCPL
 KV5844_MARK LOGO: PSEG
 KV5844_PROJECTION: FLUSH
 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 - May 10, 2016
 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  HISTORY     - 20160510 GOOD             AAAS
 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.
 KV5844
 KV5844                          STATION RECOVERY (2016)
 KV5844
 KV5844'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV5844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6724 ***********************************************************************
 AB6724  DESIGNATION -  JCPL CO WV 1
 AB6724  PID         -  AB6724
 AB6724  STATE/COUNTY-  NJ/OCEAN
 AB6724  COUNTRY     -  US
 AB6724  USGS QUAD   -  WHITING (2019)
 AB6724
 AB6724                         *CURRENT SURVEY CONTROL
 AB6724  ______________________________________________________________________
 AB6724* NAD 83(2011) POSITION- 39 57 05.48094(N) 074 22 42.32976(W)   ADJUSTED
 AB6724* NAD 83(2011) ELLIP HT-    19.400 (meters)        (07/29/25)   ADJUSTED
 AB6724* NAD 83(2011) EPOCH   -  2010.00
 AB6724* NAVD 88 ORTHO HEIGHT -    52.215 (meters)      171.31  (feet) ADJUSTED
 AB6724  ______________________________________________________________________
 AB6724  GEOID HEIGHT    -        -32.819 (meters)                     GEOID18
 AB6724  NAD 83(2011) X  -  1,318,455.694 (meters)                     COMP
 AB6724  NAD 83(2011) Y  - -4,715,321.770 (meters)                     COMP
 AB6724  NAD 83(2011) Z  -  4,073,873.209 (meters)                     COMP
 AB6724  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 AB6724  DYNAMIC HEIGHT  -         52.191 (meters)      171.23  (feet) COMP
 AB6724  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 AB6724
 AB6724  VERT ORDER      -  SECOND    CLASS I
 AB6724
 AB6724  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6724  Standards:
 AB6724         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6724            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6724  -------------------------------------------------------------------
 AB6724  NETWORK    0.59   1.20           0.27   0.20   0.61     -0.05380182
 AB6724  -------------------------------------------------------------------
 AB6724  Click here for local accuracies and other accuracy information.
 AB6724
 AB6724.The horizontal coordinates were established by GPS observations
 AB6724.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 AB6724
 AB6724.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 AB6724.frame has been affixed to the stable North American tectonic plate 
 AB6724
 AB6724.The horizontal coordinates are valid at the epoch date displayed above
 AB6724.which is a decimal equivalence of Year/Month/Day.
 AB6724
 AB6724.The orthometric height was determined by differential leveling and
 AB6724.adjusted by the NATIONAL GEODETIC SURVEY
 AB6724.in September 1996.
 AB6724
 AB6724.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6724.GEOID18 height accuracy estimate available here.
 AB6724
 AB6724.Click photographs - Photos may exist for this station.
 AB6724
 AB6724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6724
 AB6724.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6724
 AB6724.The ellipsoidal height was determined by GPS observations
 AB6724.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AB6724
 AB6724;                    North         East     Units Scale Factor Converg.
 AB6724;SPC NJ       -   124,139.363   160,388.064   MT  0.99990133   +0 04 41.0
 AB6724;SPC NJ       -   407,280.56    526,206.51   sFT  0.99990133   +0 04 41.0
 AB6724;UTM  18      - 4,422,561.653   553,095.147   MT  0.99963470   +0 23 56.9
 AB6724
 AB6724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6724!SPC NJ       -   0.99999696  x   0.99990133  =   0.99989829
 AB6724!UTM  18      -   0.99999696  x   0.99963470  =   0.99963166
 AB6724
 AB6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5309522561(NAD 83)
 AB6724
 AB6724                          SUPERSEDED SURVEY CONTROL
 AB6724
 AB6724.No superseded survey control is available for this station.
 AB6724
 AB6724_MARKER: DD = SURVEY DISK
 AB6724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6724_STAMPING: JCPL CO WV1
 AB6724_MARK LOGO: NJGS
 AB6724_PROJECTION: PROJECTING 3 CENTIMETERS
 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 - April 01, 2025
 AB6724
 AB6724  HISTORY     - Date     Condition        Report By
 AB6724  HISTORY     - UNK      MONUMENTED       NONE
 AB6724  HISTORY     - 19951130 GOOD             NJGS
 AB6724  HISTORY     - 20141113 GOOD             GEOCAC
 AB6724  HISTORY     - 20150115 GOOD             NJGS
 AB6724  HISTORY     - 20250401 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.
 AB6724
 AB6724                          STATION RECOVERY (2014)
 AB6724
 AB6724'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 AB6724'RECOVERED IN GOOD CONDITION.
 AB6724
 AB6724                          STATION RECOVERY (2015)
 AB6724
 AB6724'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 AB6724'RECOVERED AS DESCRIBED.
 AB6724
 AB6724                          STATION RECOVERY (2025)
 AB6724
 AB6724'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 AB6724'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF LAKEHURST, 1.8
 AB6724'MI (2.9 KM) WEST OF KESWICK GROVE AND IN THE TOWN OF WHITING, NJ.
 AB6724'
 AB6724'THE STATION IS ON THE NORTHWEST SIDE OF THE ABANDONED CENTRAL NEW
 AB6724'JERSEY RAILROAD RIGHT-OF-WAY, USED NOW AS A TRANSMISSION LINE
 AB6724'EASEMENT, JUST SOUTH OF THE WHITING ELECTRICAL SUBSTATION.
 AB6724'
 AB6724'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE HIGHWAY 70
 AB6724'AND WARREN GROVE WHITING ROAD (COUNTY ROUTE 539), GO SOUTHEAST ON
 AB6724'COUNTY ROUTE 539 FOR ABOUT 0.15 MI (0.24 KM) TO THE Y-JUNCTION WITH
 AB6724'LACY ROAD (COUNTY ROUTE 530).  TURN LEFT AND CONTINUE SOUTHEAST ON
 AB6724'LACY ROAD FOR 0.7 MI (1.1 KM) CROSSING A RAILROAD TRACK IN WHITING.
 AB6724'CONTINUE SOUTHEAST FOR ABOUT 50 FT (15.2 M) TO THE T-JUNCTION WITH
 AB6724'STATION 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 ON THE LEFT.  TURN
 AB6724'LEFT AND GO SOUTHEAST ALONG A SAND ROAD PARALLELING THE EASEMENT FOR
 AB6724'ABOUT 147.5 FT (45.0 M) TO THE STATION ON THE LEFT.
 AB6724'
 AB6724'THE STATION IS 9.5 FT (2.9 M) NORTH FROM THE CENTERLINE OF THE SAND
 AB6724'ROAD PARALLELING THE ELECTRIC TRANSMISSION LINE EASEMENT, 49.0 FT
 AB6724'(14.9 M) SOUTH FROM POLE NUMBER 69288 3612, 59.0 FT (18.0 M) SOUTHEAST
 AB6724'FROM POLE NUMBER 69287 3613, 26.0 FT (7.9 M) NORTHEAST FROM POLE
 AB6724'NUMBER L138 JC 220 MC AND 47.0 FT (14.3 M) EAST-NORTHEAST FROM POLE
 AB6724'NUMBER JC 90003 MC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2883 ***********************************************************************
 JU2883  DESIGNATION -  JEFF
 JU2883  PID         -  JU2883
 JU2883  STATE/COUNTY-  NJ/ATLANTIC
 JU2883  COUNTRY     -  US
 JU2883  USGS QUAD   -  MARMORA (2019)
 JU2883
 JU2883                         *CURRENT SURVEY CONTROL
 JU2883  ______________________________________________________________________
 JU2883* NAD 83(1996) POSITION- 39 19 03.35168(N) 074 39 04.03749(W)   ADJUSTED
 JU2883* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2883  ______________________________________________________________________
 JU2883  GEOID HEIGHT    -        -34.386 (meters)                     GEOID18
 JU2883  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2883.GEOID18 height accuracy estimate available here.
 JU2883
 JU2883.Click photographs - Photos may exist for this station.
 JU2883
 JU2883.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2883
 JU2883. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000530  x   0.99990209  =   0.99990739
 JU2883!UTM  18      -   1.00000530  x   0.99961114  =   0.99961644
 JU2883
 JU2883:                Primary Azimuth Mark                     Grid Az
 JU2883:SPC NJ       -  JEFF AZ MK                               002 45 07.3
 JU2883:UTM  18      -  JEFF AZ MK                               002 26 06.8
 JU2883
 JU2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3007452079(NAD 83)
 JU2883
 JU2883|---------------------------------------------------------------------|
 JU2883| PID    Reference Object                     Distance      Geod. Az  |
 JU2883|                                                           dddmmss.s |
 JU2883| CB2125 JEFF AZ MK                                         0023922.6 |
 JU2883| CB2126 JEFF RM 1                            27.665 METERS 05726     |
 JU2883| JU2878 ELECTRIC EAST                       APPROX. 2.6 KM 2891055.3 |
 JU2883| JU2877 ELECTRIC WEST                       APPROX. 2.9 KM 2960754.2 |
 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
 JU2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2883.See file dsdata.pdf to determine how the superseded data were derived.
 JU2883
 JU2883_MARKER: DS = TRIANGULATION STATION DISK
 JU2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2883_STAMPING: JEFF 1935
 JU2883_MARK LOGO: CGS
 JU2883_PROJECTION: PROJECTING
 JU2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2883+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4084 ***********************************************************************
 KV4084  DESIGNATION -  JEFF
 KV4084  PID         -  KV4084
 KV4084  STATE/COUNTY-  NJ/BERGEN
 KV4084  COUNTRY     -  US
 KV4084  USGS QUAD   -  WEEHAWKEN (2016)
 KV4084
 KV4084                         *CURRENT SURVEY CONTROL
 KV4084  ______________________________________________________________________
 KV4084* NAD 83(1996) POSITION- 40 49 01.79538(N) 074 07 16.21606(W)   ADJUSTED
 KV4084* NAVD 88 ORTHO HEIGHT -    16.    (meters)       52.    (feet) SCALED
 KV4084  ______________________________________________________________________
 KV4084  GEOID HEIGHT    -        -32.150 (meters)                     GEOID18
 KV4084  LAPLACE CORR    -          6.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4084.GEOID18 height accuracy estimate available here.
 KV4084
 KV4084.Click photographs - Photos may exist for this station.
 KV4084
 KV4084.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4084
 KV4084. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4084:SPC NJ       -  NUTLEY GRACE CHURCH SPIRE                275 53 28.7
 KV4084:SPC NY L     -  NUTLEY GRACE CHURCH SPIRE                276 13 05.4
 KV4084:UTM  18      -  NUTLEY GRACE CHURCH SPIRE                275 33 52.0
 KV4084
 KV4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7411518832(NAD 83)
 KV4084
 KV4084|---------------------------------------------------------------------|
 KV4084| PID    Reference Object                     Distance      Geod. Az  |
 KV4084|                                                           dddmmss.s |
 KV4084| CB5212 JEFF RM 2                             8.997 METERS 03230     |
 KV4084| CB5211 JEFF RM 1                             7.254 METERS 13322     |
 KV4084| KV4134 BELLEVILLE WESTINGHSE LAMP CHY      APPROX. 2.5 KM 2343233.8 |
 KV4084| KV4133 BELLEVILLE WESTINGHSE LAMP TK       APPROX. 2.5 KM 2353333.5 |
 KV4084| KV4195 NUTLEY GRACE CHURCH SPIRE           APPROX. 2.2 KM 2760820.1 |
 KV4084| KV4187 DELAWANNA WALDRICK BLEACH CHIM      APPROX. 1.1 KM 3065344.4 |
 KV4084| KV4211 DELAWANNA GIVAUDAN DELAWA CHIM      APPROX. 1.6 KM 3312918.4 |
 KV4084| KV4210 DELAWANNA GIVAUDAN DELAWA TANK      APPROX. 1.6 KM 3320028.4 |
 KV4084| KV4207 DELAWANNA GOODLATTE OILCL TANK      APPROX. 1.9 KM 3353808.6 |
 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
 KV4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4084.See file dsdata.pdf to determine how the superseded data were derived.
 KV4084
 KV4084_MARKER: DS = TRIANGULATION STATION DISK
 KV4084_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV4084_SP_SET: SCHOOL BUILDING ROOF
 KV4084_STAMPING: JEFF 1933
 KV4084_MARK LOGO: CGS
 KV4084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4084+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4308 ***********************************************************************
 KV4308  DESIGNATION -  JERSEY CITY COLGAT PALM S CHIM
 KV4308  PID         -  KV4308
 KV4308  STATE/COUNTY-  NJ/HUDSON
 KV4308  COUNTRY     -  US
 KV4308  USGS QUAD   -  JERSEY CITY (2019)
 KV4308
 KV4308                         *CURRENT SURVEY CONTROL
 KV4308  ______________________________________________________________________
 KV4308* NAD 83(1996) POSITION- 40 42 52.22003(N) 074 02 05.93655(W)   ADJUSTED
 KV4308  ______________________________________________________________________
 KV4308  GEOID HEIGHT    -        -31.926 (meters)                     GEOID18
 KV4308  LAPLACE CORR    -          5.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4308.GEOID18 height accuracy estimate available here.
 KV4308
 KV4308.Click photographs - Photos may exist for this station.
 KV4308
 KV4308.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4308
 KV4308. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8150907513(NAD 83)
 KV4308
 KV4308                          SUPERSEDED SURVEY CONTROL
 KV4308
 KV4308  NAD 83(1996)-  40 42 52.22001(N)    074 02 05.93655(W) AD(       ) 3
 KV4308  NAD 83(1996)-  40 42 52.21955(N)    074 02 05.93696(W) AD(       ) 3
 KV4308  NAD 83(1992)-  40 42 52.21882(N)    074 02 05.93731(W) AD(       ) 3
 KV4308  NAD 83(1986)-  40 42 52.22042(N)    074 02 05.93790(W) AD(       ) 3
 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
 KV4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4308.See file dsdata.pdf to determine how the superseded data were derived.
 KV4308
 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 = JULY 24, 2026 22:12:30 EDT
 KV4309 ***********************************************************************
 KV4309  DESIGNATION -  JERSEY CITY COLGAT PALM N CHIM
 KV4309  PID         -  KV4309
 KV4309  STATE/COUNTY-  NJ/HUDSON
 KV4309  COUNTRY     -  US
 KV4309  USGS QUAD   -  JERSEY CITY (2019)
 KV4309
 KV4309                         *CURRENT SURVEY CONTROL
 KV4309  ______________________________________________________________________
 KV4309* NAD 83(1996) POSITION- 40 42 52.58454(N) 074 02 06.44779(W)   ADJUSTED
 KV4309  ______________________________________________________________________
 KV4309  GEOID HEIGHT    -        -31.926 (meters)                     GEOID18
 KV4309  LAPLACE CORR    -          5.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4309.GEOID18 height accuracy estimate available here.
 KV4309
 KV4309.Click photographs - Photos may exist for this station.
 KV4309
 KV4309.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4309
 KV4309. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8149707524(NAD 83)
 KV4309
 KV4309                          SUPERSEDED SURVEY CONTROL
 KV4309
 KV4309  NAD 83(1996)-  40 42 52.58452(N)    074 02 06.44779(W) AD(       ) 3
 KV4309  NAD 83(1996)-  40 42 52.58406(N)    074 02 06.44821(W) AD(       ) 3
 KV4309  NAD 83(1992)-  40 42 52.58333(N)    074 02 06.44856(W) AD(       ) 3
 KV4309  NAD 83(1986)-  40 42 52.58494(N)    074 02 06.44917(W) AD(       ) 3
 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
 KV4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4309.See file dsdata.pdf to determine how the superseded data were derived.
 KV4309
 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 = JULY 24, 2026 22:12:30 EDT
 KV4251 ***********************************************************************
 KV4251  DESIGNATION -  JERSEY CITY GAS ELEC W CHIMNEY
 KV4251  PID         -  KV4251
 KV4251  STATE/COUNTY-  NJ/HUDSON
 KV4251  COUNTRY     -  US
 KV4251  USGS QUAD   -  JERSEY CITY (2019)
 KV4251
 KV4251                         *CURRENT SURVEY CONTROL
 KV4251  ______________________________________________________________________
 KV4251* NAD 83(1996) POSITION- 40 44 45.70341(N) 074 04 24.75523(W)   ADJUSTED
 KV4251  ______________________________________________________________________
 KV4251  GEOID HEIGHT    -        -32.023 (meters)                     GEOID18
 KV4251  LAPLACE CORR    -          6.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4251.GEOID18 height accuracy estimate available here.
 KV4251
 KV4251.Click photographs - Photos may exist for this station.
 KV4251
 KV4251.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4251
 KV4251. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7821510977(NAD 83)
 KV4251
 KV4251                          SUPERSEDED SURVEY CONTROL
 KV4251
 KV4251  NAD 83(1996)-  40 44 45.70329(N)    074 04 24.75533(W) AD(       ) 3
 KV4251  NAD 83(1996)-  40 44 45.70236(N)    074 04 24.75686(W) AD(       ) 3
 KV4251  NAD 83(1992)-  40 44 45.70166(N)    074 04 24.75797(W) AD(       ) 3
 KV4251  NAD 83(1986)-  40 44 45.70260(N)    074 04 24.75676(W) AD(       ) 3
 KV4251  NAD 27      -  40 44 45.34100(N)    074 04 26.24700(W) AD(       ) 3
 KV4251  USSD        -  40 44 45.72000(N)    074 04 26.13000(W) AD(       ) 3
 KV4251
 KV4251.Superseded values are not recommended for survey control.
 KV4251
 KV4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4251.See file dsdata.pdf to determine how the superseded data were derived.
 KV4251
 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 = JULY 24, 2026 22:12:30 EDT
 KV4262 ***********************************************************************
 KV4262  DESIGNATION -  JERSEY CITY GAS W END GAS TANK
 KV4262  PID         -  KV4262
 KV4262  STATE/COUNTY-  NJ/HUDSON
 KV4262  COUNTRY     -  US
 KV4262  USGS QUAD   -  JERSEY CITY (2019)
 KV4262
 KV4262                         *CURRENT SURVEY CONTROL
 KV4262  ______________________________________________________________________
 KV4262* NAD 83(1996) POSITION- 40 44 22.90223(N) 074 04 26.20489(W)   ADJUSTED
 KV4262  ______________________________________________________________________
 KV4262  GEOID HEIGHT    -        -32.025 (meters)                     GEOID18
 KV4262  LAPLACE CORR    -          6.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4262.GEOID18 height accuracy estimate available here.
 KV4262
 KV4262.Click photographs - Photos may exist for this station.
 KV4262
 KV4262.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4262
 KV4262. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7818810273(NAD 83)
 KV4262
 KV4262                          SUPERSEDED SURVEY CONTROL
 KV4262
 KV4262  NAD 83(1996)-  40 44 22.90225(N)    074 04 26.20501(W) AD(       ) 3
 KV4262  NAD 83(1996)-  40 44 22.90145(N)    074 04 26.20646(W) AD(       ) 3
 KV4262  NAD 83(1992)-  40 44 22.90091(N)    074 04 26.20731(W) AD(       ) 3
 KV4262  NAD 83(1986)-  40 44 22.90316(N)    074 04 26.20800(W) AD(       ) 3
 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
 KV4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4262.See file dsdata.pdf to determine how the superseded data were derived.
 KV4262
 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 = JULY 24, 2026 22:12:30 EDT
 KV4291 ***********************************************************************
 KV4291  DESIGNATION -  JERSEY CITY GERMAN LUTH CH
 KV4291  PID         -  KV4291
 KV4291  STATE/COUNTY-  NJ/HUDSON
 KV4291  COUNTRY     -  US
 KV4291  USGS QUAD   -  JERSEY CITY (2019)
 KV4291
 KV4291                         *CURRENT SURVEY CONTROL
 KV4291  ______________________________________________________________________
 KV4291* NAD 83(1996) POSITION- 40 42 06.69464(N) 074 05 33.73556(W)   ADJUSTED
 KV4291  ______________________________________________________________________
 KV4291  GEOID HEIGHT    -        -32.093 (meters)                     GEOID18
 KV4291  LAPLACE CORR    -          6.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4291.GEOID18 height accuracy estimate available here.
 KV4291
 KV4291.Click photographs - Photos may exist for this station.
 KV4291
 KV4291.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4291
 KV4291. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7664806057(NAD 83)
 KV4291
 KV4291                          SUPERSEDED SURVEY CONTROL
 KV4291
 KV4291  NAD 83(1996)-  40 42 06.69456(N)    074 05 33.73569(W) AD(       ) 3
 KV4291  NAD 83(1996)-  40 42 06.69336(N)    074 05 33.73738(W) AD(       ) 3
 KV4291  NAD 83(1992)-  40 42 06.69285(N)    074 05 33.73817(W) AD(       ) 3
 KV4291  NAD 83(1986)-  40 42 06.69274(N)    074 05 33.73872(W) AD(       ) 3
 KV4291  NAD 27      -  40 42 06.32400(N)    074 05 35.23100(W) AD(       ) 3
 KV4291  USSD        -  40 42 06.70400(N)    074 05 35.12300(W) AD(       ) 3
 KV4291
 KV4291.Superseded values are not recommended for survey control.
 KV4291
 KV4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4291.See file dsdata.pdf to determine how the superseded data were derived.
 KV4291
 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 = JULY 24, 2026 22:12:30 EDT
 KV4354 ***********************************************************************
 KV4354  DESIGNATION -  JERSEY CITY HUDSON CO CTHSE
 KV4354  PID         -  KV4354
 KV4354  STATE/COUNTY-  NJ/HUDSON
 KV4354  COUNTRY     -  US
 KV4354  USGS QUAD   -  JERSEY CITY (2019)
 KV4354
 KV4354                         *CURRENT SURVEY CONTROL
 KV4354  ______________________________________________________________________
 KV4354* NAD 83(1996) POSITION- 40 43 53.81886(N) 074 03 26.98581(W)   ADJUSTED
 KV4354  ______________________________________________________________________
 KV4354  GEOID HEIGHT    -        -31.976 (meters)                     GEOID18
 KV4354  LAPLACE CORR    -          6.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4354.GEOID18 height accuracy estimate available here.
 KV4354
 KV4354.Click photographs - Photos may exist for this station.
 KV4354
 KV4354.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4354
 KV4354. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7958709391(NAD 83)
 KV4354
 KV4354                          SUPERSEDED SURVEY CONTROL
 KV4354
 KV4354  NAD 83(1996)-  40 43 53.81885(N)    074 03 26.98582(W) AD(       ) 3
 KV4354  NAD 83(1996)-  40 43 53.81851(N)    074 03 26.98640(W) AD(       ) 3
 KV4354  NAD 83(1992)-  40 43 53.81788(N)    074 03 26.98675(W) AD(       ) 3
 KV4354  NAD 83(1986)-  40 43 53.81893(N)    074 03 26.98824(W) AD(       ) 3
 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
 KV4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4354.See file dsdata.pdf to determine how the superseded data were derived.
 KV4354
 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 = JULY 24, 2026 22:12:30 EDT
 KV4287 ***********************************************************************
 KV4287  DESIGNATION -  JERSEY CITY K AND E HIGHEST TK
 KV4287  PID         -  KV4287
 KV4287  STATE/COUNTY-  NJ/HUDSON
 KV4287  COUNTRY     -  US
 KV4287  USGS QUAD   -  JERSEY CITY (2019)
 KV4287
 KV4287                         *CURRENT SURVEY CONTROL
 KV4287  ______________________________________________________________________
 KV4287* NAD 83(1996) POSITION- 40 44 35.30276(N) 074 01 59.92205(W)   ADJUSTED
 KV4287  ______________________________________________________________________
 KV4287  GEOID HEIGHT    -        -31.898 (meters)                     GEOID18
 KV4287  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4287.GEOID18 height accuracy estimate available here.
 KV4287
 KV4287.Click photographs - Photos may exist for this station.
 KV4287
 KV4287.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4287
 KV4287. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8161510693(NAD 83)
 KV4287
 KV4287                          SUPERSEDED SURVEY CONTROL
 KV4287
 KV4287  NAD 83(1996)-  40 44 35.30272(N)    074 01 59.92210(W) AD(       ) 3
 KV4287  NAD 83(1996)-  40 44 35.30232(N)    074 01 59.92295(W) AD(       ) 3
 KV4287  NAD 83(1992)-  40 44 35.30161(N)    074 01 59.92334(W) AD(       ) 3
 KV4287  NAD 83(1986)-  40 44 35.30408(N)    074 01 59.92352(W) AD(       ) 3
 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
 KV4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4287.See file dsdata.pdf to determine how the superseded data were derived.
 KV4287
 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 = JULY 24, 2026 22:12:30 EDT
 KV4323 ***********************************************************************
 KV4323  DESIGNATION -  JERSEY CITY MED CEN HOSP CHIM
 KV4323  PID         -  KV4323
 KV4323  STATE/COUNTY-  NJ/HUDSON
 KV4323  COUNTRY     -  US
 KV4323  USGS QUAD   -  JERSEY CITY (2019)
 KV4323
 KV4323                         *CURRENT SURVEY CONTROL
 KV4323  ______________________________________________________________________
 KV4323* NAD 83(1996) POSITION- 40 43 17.38118(N) 074 03 48.75153(W)   ADJUSTED
 KV4323  ______________________________________________________________________
 KV4323  GEOID HEIGHT    -        -32.000 (meters)                     GEOID18
 KV4323  LAPLACE CORR    -          6.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4323.GEOID18 height accuracy estimate available here.
 KV4323
 KV4323.Click photographs - Photos may exist for this station.
 KV4323
 KV4323.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4323
 KV4323. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7908808262(NAD 83)
 KV4323
 KV4323                          SUPERSEDED SURVEY CONTROL
 KV4323
 KV4323  NAD 83(1996)-  40 43 17.38113(N)    074 03 48.75157(W) AD(       ) 3
 KV4323  NAD 83(1996)-  40 43 17.38041(N)    074 03 48.75259(W) AD(       ) 3
 KV4323  NAD 83(1992)-  40 43 17.37959(N)    074 03 48.75320(W) AD(       ) 3
 KV4323  NAD 83(1986)-  40 43 17.38115(N)    074 03 48.75349(W) AD(       ) 3
 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
 KV4323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4323.See file dsdata.pdf to determine how the superseded data were derived.
 KV4323
 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 = JULY 24, 2026 22:12:30 EDT
 KV4321 ***********************************************************************
 KV4321  DESIGNATION -  JERSEY CITY PRR STOREHSE S FP
 KV4321  PID         -  KV4321
 KV4321  STATE/COUNTY-  NJ/HUDSON
 KV4321  COUNTRY     -  US
 KV4321  USGS QUAD   -  JERSEY CITY (2019)
 KV4321
 KV4321                         *CURRENT SURVEY CONTROL
 KV4321  ______________________________________________________________________
 KV4321* NAD 83(1996) POSITION- 40 43 06.28973(N) 074 01 59.21110(W)   ADJUSTED
 KV4321  ______________________________________________________________________
 KV4321  GEOID HEIGHT    -        -31.917 (meters)                     GEOID18
 KV4321  LAPLACE CORR    -          5.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4321.GEOID18 height accuracy estimate available here.
 KV4321
 KV4321.Click photographs - Photos may exist for this station.
 KV4321
 KV4321.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4321
 KV4321. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8166207948(NAD 83)
 KV4321
 KV4321                          SUPERSEDED SURVEY CONTROL
 KV4321
 KV4321  NAD 83(1996)-  40 43 06.28971(N)    074 01 59.21110(W) AD(       ) 3
 KV4321  NAD 83(1996)-  40 43 06.28929(N)    074 01 59.21144(W) AD(       ) 3
 KV4321  NAD 83(1992)-  40 43 06.28856(N)    074 01 59.21174(W) AD(       ) 3
 KV4321  NAD 83(1986)-  40 43 06.29022(N)    074 01 59.21260(W) AD(       ) 3
 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
 KV4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4321.See file dsdata.pdf to determine how the superseded data were derived.
 KV4321
 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 = JULY 24, 2026 22:12:30 EDT
 KV4322 ***********************************************************************
 KV4322  DESIGNATION -  JERSEY CITY PRR STOREHSE N FP
 KV4322  PID         -  KV4322
 KV4322  STATE/COUNTY-  NJ/HUDSON
 KV4322  COUNTRY     -  US
 KV4322  USGS QUAD   -  JERSEY CITY (2019)
 KV4322
 KV4322                         *CURRENT SURVEY CONTROL
 KV4322  ______________________________________________________________________
 KV4322* NAD 83(1996) POSITION- 40 43 10.24845(N) 074 01 58.42539(W)   ADJUSTED
 KV4322  ______________________________________________________________________
 KV4322  GEOID HEIGHT    -        -31.916 (meters)                     GEOID18
 KV4322  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4322.GEOID18 height accuracy estimate available here.
 KV4322
 KV4322.Click photographs - Photos may exist for this station.
 KV4322
 KV4322.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4322
 KV4322. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8167908070(NAD 83)
 KV4322
 KV4322                          SUPERSEDED SURVEY CONTROL
 KV4322
 KV4322  NAD 83(1996)-  40 43 10.24844(N)    074 01 58.42539(W) AD(       ) 3
 KV4322  NAD 83(1996)-  40 43 10.24801(N)    074 01 58.42570(W) AD(       ) 3
 KV4322  NAD 83(1992)-  40 43 10.24728(N)    074 01 58.42597(W) AD(       ) 3
 KV4322  NAD 83(1986)-  40 43 10.24898(N)    074 01 58.42696(W) AD(       ) 3
 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
 KV4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4322.See file dsdata.pdf to determine how the superseded data were derived.
 KV4322
 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 = JULY 24, 2026 22:12:30 EDT
 KV4313 ***********************************************************************
 KV4313  DESIGNATION -  JERSEY CITY SPIRE WEATHER VANE
 KV4313  PID         -  KV4313
 KV4313  STATE/COUNTY-  NJ/HUDSON
 KV4313  COUNTRY     -  US
 KV4313  USGS QUAD   -  JERSEY CITY (2019)
 KV4313
 KV4313                         *CURRENT SURVEY CONTROL
 KV4313  ______________________________________________________________________
 KV4313* NAD 83(1996) POSITION- 40 42 57.54426(N) 074 04 21.20364(W)   ADJUSTED
 KV4313  ______________________________________________________________________
 KV4313  GEOID HEIGHT    -        -32.029 (meters)                     GEOID18
 KV4313  LAPLACE CORR    -          6.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4313.GEOID18 height accuracy estimate available here.
 KV4313
 KV4313.Click photographs - Photos may exist for this station.
 KV4313
 KV4313.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4313
 KV4313. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7833307643(NAD 83)
 KV4313
 KV4313                          SUPERSEDED SURVEY CONTROL
 KV4313
 KV4313  NAD 83(1996)-  40 42 57.54421(N)    074 04 21.20370(W) AD(       ) 3
 KV4313  NAD 83(1996)-  40 42 57.54320(N)    074 04 21.20494(W) AD(       ) 3
 KV4313  NAD 83(1992)-  40 42 57.54240(N)    074 04 21.20567(W) AD(       ) 3
 KV4313  NAD 83(1986)-  40 42 57.54383(N)    074 04 21.20564(W) AD(       ) 3
 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
 KV4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4313.See file dsdata.pdf to determine how the superseded data were derived.
 KV4313
 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 = JULY 24, 2026 22:12:30 EDT
 KV4123 ***********************************************************************
 KV4123  DESIGNATION -  JERSEY CITY ST ANNES CATH CH
 KV4123  PID         -  KV4123
 KV4123  STATE/COUNTY-  NJ/HUDSON
 KV4123  COUNTRY     -  US
 KV4123  USGS QUAD   -  WEEHAWKEN (2016)
 KV4123
 KV4123                         *CURRENT SURVEY CONTROL
 KV4123  ______________________________________________________________________
 KV4123* NAD 83(1996) POSITION- 40 45 11.44057(N) 074 03 05.93581(W)   ADJUSTED
 KV4123  ______________________________________________________________________
 KV4123  GEOID HEIGHT    -        -31.946 (meters)                     GEOID18
 KV4123  LAPLACE CORR    -          6.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4123.GEOID18 height accuracy estimate available here.
 KV4123
 KV4123.Click photographs - Photos may exist for this station.
 KV4123
 KV4123.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4123
 KV4123. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8005511790(NAD 83)
 KV4123
 KV4123                          SUPERSEDED SURVEY CONTROL
 KV4123
 KV4123  NAD 83(1996)-  40 45 11.44056(N)    074 03 05.93583(W) AD(       ) 3
 KV4123  NAD 83(1996)-  40 45 11.44009(N)    074 03 05.93638(W) AD(       ) 3
 KV4123  NAD 83(1992)-  40 45 11.43931(N)    074 03 05.93672(W) AD(       ) 3
 KV4123  NAD 83(1986)-  40 45 11.44165(N)    074 03 05.93922(W) AD(       ) 3
 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
 KV4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4123.See file dsdata.pdf to determine how the superseded data were derived.
 KV4123
 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 = JULY 24, 2026 22:12:30 EDT
 KV4258 ***********************************************************************
 KV4258  DESIGNATION -  JERSEY CITY ST JOHNS CATH TWR
 KV4258  PID         -  KV4258
 KV4258  STATE/COUNTY-  NJ/HUDSON
 KV4258  COUNTRY     -  US
 KV4258  USGS QUAD   -  JERSEY CITY (2019)
 KV4258
 KV4258                         *CURRENT SURVEY CONTROL
 KV4258  ______________________________________________________________________
 KV4258* NAD 83(1996) POSITION- 40 44 10.55559(N) 074 03 45.96490(W)   ADJUSTED
 KV4258  ______________________________________________________________________
 KV4258  GEOID HEIGHT    -        -31.990 (meters)                     GEOID18
 KV4258  LAPLACE CORR    -          6.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4258.GEOID18 height accuracy estimate available here.
 KV4258
 KV4258.Click photographs - Photos may exist for this station.
 KV4258
 KV4258.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4258
 KV4258. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7913609903(NAD 83)
 KV4258
 KV4258                          SUPERSEDED SURVEY CONTROL
 KV4258
 KV4258  NAD 83(1996)-  40 44 10.55556(N)    074 03 45.96501(W) AD(       ) 3
 KV4258  NAD 83(1996)-  40 44 10.55509(N)    074 03 45.96623(W) AD(       ) 3
 KV4258  NAD 83(1992)-  40 44 10.55434(N)    074 03 45.96709(W) AD(       ) 3
 KV4258  NAD 83(1986)-  40 44 10.55557(N)    074 03 45.96753(W) AD(       ) 3
 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
 KV4258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4258.See file dsdata.pdf to determine how the superseded data were derived.
 KV4258
 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 = JULY 24, 2026 22:12:30 EDT
 JU2712 ***********************************************************************
 JU2712  DESIGNATION -  JESSIE
 JU2712  PID         -  JU2712
 JU2712  STATE/COUNTY-  NJ/OCEAN
 JU2712  COUNTRY     -  US
 JU2712  USGS QUAD   -  TUCKERTON (2019)
 JU2712
 JU2712                         *CURRENT SURVEY CONTROL
 JU2712  ______________________________________________________________________
 JU2712* NAD 83(1996) POSITION- 39 34 36.41479(N) 074 19 47.86416(W)   ADJUSTED
 JU2712* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2712  ______________________________________________________________________
 JU2712  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 JU2712  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2712.GEOID18 height accuracy estimate available here.
 JU2712
 JU2712.Click photographs - Photos may exist for this station.
 JU2712
 JU2712.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2712
 JU2712. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000518  x   0.99990263  =   0.99990781
 JU2712!UTM  18      -   1.00000518  x   0.99964077  =   0.99964594
 JU2712
 JU2712:                Primary Azimuth Mark                     Grid Az
 JU2712:SPC NJ       -  TUCKERTON RADIO TOWER                    240 02 23.9
 JU2712:UTM  18      -  TUCKERTON RADIO TOWER                    239 43 17.1
 JU2712
 JU2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5754581000(NAD 83)
 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
 JU2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2712.See file dsdata.pdf to determine how the superseded data were derived.
 JU2712
 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 = JULY 24, 2026 22:12:30 EDT
 AI5209 ***********************************************************************
 AI5209  DESIGNATION -  JETT
 AI5209  PID         -  AI5209
 AI5209  STATE/COUNTY-  NJ/MONMOUTH
 AI5209  COUNTRY     -  US
 AI5209  USGS QUAD   -  LONG BRANCH EAST (2019)
 AI5209
 AI5209                         *CURRENT SURVEY CONTROL
 AI5209  ______________________________________________________________________
 AI5209* NAD 83(1996) POSITION- 40 15 11.97365(N) 073 59 22.20705(W)   ADJUSTED
 AI5209* NAVD 88 ORTHO HEIGHT -     2.1   (meters)        7.    (feet) VERTCON3
 AI5209  ______________________________________________________________________
 AI5209  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 AI5209  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5209.GEOID18 height accuracy estimate available here.
 AI5209
 AI5209.Click photographs - Photos may exist for this station.
 AI5209
 AI5209.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5209
 AI5209. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000482  x   0.99992321  =   0.99992803
 AI5209!UTM  18      -   1.00000482  x   0.99969091  =   0.99969573
 AI5209
 AI5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8593656364(NAD 83)
 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
 AI5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5209.See file dsdata.pdf to determine how the superseded data were derived.
 AI5209
 AI5209_MARKER: DD = SURVEY DISK
 AI5209_SETTING: 80 = SET IN A BOULDER
 AI5209_STAMPING: JETT 1988
 AI5209_MARK LOGO: NOS
 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       NOS
 AI5209
 AI5209                          STATION DESCRIPTION
 AI5209
 AI5209'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 HU0015 ***********************************************************************
 HU0015  DESIGNATION -  JETTY
 HU0015  PID         -  HU0015
 HU0015  STATE/COUNTY-  NJ/CAPE MAY
 HU0015  COUNTRY     -  US
 HU0015  USGS QUAD   -  CAPE MAY (2019)
 HU0015
 HU0015                         *CURRENT SURVEY CONTROL
 HU0015  ______________________________________________________________________
 HU0015* NAD 83(1986) POSITION- 38 58 03.     (N) 074 57 23.     (W)   SCALED
 HU0015* NAVD 88 ORTHO HEIGHT -     2.41  (+/-2cm)        7.9   (feet) VERTCON3
 HU0015  ______________________________________________________________________
 HU0015  GEOID HEIGHT    -        -35.426 (meters)                     GEOID18
 HU0015  VERT ORDER      -  ? (See Below)
 HU0015
 HU0015.The horizontal coordinates were scaled from a 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
 HU0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0015.GEOID18 height accuracy estimate available here.
 HU0015
 HU0015.The vertical order pertains to the NGVD 29 superseded value.
 HU0015
 HU0015.Click photographs - Photos may exist for this station.
 HU0015
 HU0015;                    North         East    Units  Estimated Accuracy
 HU0015;SPC NJ       -    14,990.      110,450.      MT  (+/- 180 meters Scaled)
 HU0015
 HU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ037131(NAD 83)
 HU0015
 HU0015                          SUPERSEDED SURVEY CONTROL
 HU0015
 HU0015  NGVD 29 (11/26/84)    2.817  (m)            9.24   (f) ADJUSTED       
 HU0015
 HU0015.Superseded values are not recommended for survey control.
 HU0015
 HU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0015.See file dsdata.pdf to determine how the superseded data were derived.
 HU0015
 HU0015_MARKER: DD = SURVEY DISK
 HU0015_SETTING: 80 = SET IN A BOULDER
 HU0015_MARK LOGO: USACE
 HU0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0015+STABILITY: SURFACE MOTION
 HU0015
 HU0015  HISTORY     - Date     Condition        Report By
 HU0015  HISTORY     - UNK      MONUMENTED       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV1016 ***********************************************************************
 KV1016  DESIGNATION -  JOBSTOWN
 KV1016  PID         -  KV1016
 KV1016  STATE/COUNTY-  NJ/BURLINGTON
 KV1016  COUNTRY     -  US
 KV1016  USGS QUAD   -  COLUMBUS (2016)
 KV1016
 KV1016                         *CURRENT SURVEY CONTROL
 KV1016  ______________________________________________________________________
 KV1016* NAD 83(2011) POSITION- 40 02 13.28311(N) 074 41 40.79952(W)   ADJUSTED
 KV1016* NAD 83(2011) ELLIP HT-   -10.126 (meters)        (06/27/12)   ADJUSTED
 KV1016* NAD 83(2011) EPOCH   -  2010.00
 KV1016* NAVD 88 ORTHO HEIGHT -    22.460 (meters)       73.69  (feet) ADJUSTED
 KV1016  ______________________________________________________________________
 KV1016  GEOID HEIGHT    -        -32.582 (meters)                     GEOID18
 KV1016  NAD 83(2011) X  -  1,290,793.162 (meters)                     COMP
 KV1016  NAD 83(2011) Y  - -4,716,620.063 (meters)                     COMP
 KV1016  NAD 83(2011) Z  -  4,081,127.304 (meters)                     COMP
 KV1016  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 KV1016  DYNAMIC HEIGHT  -         22.450 (meters)       73.65  (feet) COMP
 KV1016  MODELED GRAVITY -    980,201.8   (mgal)                       NAVD 88
 KV1016
 KV1016  VERT ORDER      -  SECOND    CLASS 0
 KV1016
 KV1016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1016  Standards:
 KV1016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1016  -------------------------------------------------------------------
 KV1016  NETWORK    0.50   0.90           0.23   0.17   0.46     -0.08071879
 KV1016  -------------------------------------------------------------------
 KV1016  Click here for local accuracies and other accuracy information.
 KV1016
 KV1016.The horizontal coordinates were established by GPS observations
 KV1016.and adjusted by the National Geodetic Survey in June 2012.
 KV1016
 KV1016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1016.been affixed to the stable North American tectonic plate. See 
 KV1016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1016
 KV1016.The horizontal coordinates are valid at the epoch date displayed above
 KV1016.which is a decimal equivalence of Year/Month/Day.
 KV1016
 KV1016.The orthometric height was determined by differential leveling and
 KV1016.adjusted by the NATIONAL GEODETIC SURVEY
 KV1016.in June 1991.
 KV1016
 KV1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1016.GEOID18 height accuracy estimate available here.
 KV1016
 KV1016.Click photographs - Photos may exist for this station.
 KV1016
 KV1016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1016
 KV1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1016
 KV1016.The ellipsoidal height was determined by GPS observations
 KV1016.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1016
 KV1016;                    North         East     Units Scale Factor Converg.
 KV1016;SPC NJ       -   133,643.009   133,387.311   MT  0.99990340   -0 07 30.8
 KV1016;SPC NJ       -   438,460.44    437,621.54   sFT  0.99990340   -0 07 30.8
 KV1016;UTM  18      - 4,431,911.082   526,049.113   MT  0.99960835   +0 11 47.1
 KV1016
 KV1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1016!SPC NJ       -   1.00000159  x   0.99990340  =   0.99990499
 KV1016!UTM  18      -   1.00000159  x   0.99960835  =   0.99960994
 KV1016
 KV1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2604931911(NAD 83)
 KV1016
 KV1016                          SUPERSEDED SURVEY CONTROL
 KV1016
 KV1016  NAD 83(2007)-  40 02 13.28354(N)    074 41 40.80017(W) AD(2002.00) 0
 KV1016  ELLIP H (02/10/07)  -10.120  (m)                       GP(2002.00)    
 KV1016  ELLIP H (10/23/02)  -10.090  (m)                       GP(       ) 4 1
 KV1016  NAD 83(1996)-  40 02 13.28329(N)    074 41 40.80013(W) AD(       ) 1
 KV1016  ELLIP H (05/14/99)  -10.107  (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)  -10.132  (m)                       GP(       ) 2 1
 KV1016  NAVD 88              22.46   (m)           73.7    (f) LEVELING    3  
 KV1016  NGVD 29 (11/26/84)   22.825  (m)           74.89   (f) ADJUSTED    2 0
 KV1016
 KV1016.Superseded values are not recommended for survey control.
 KV1016
 KV1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1016.See file dsdata.pdf to determine how the superseded data were derived.
 KV1016
 KV1016_MARKER: DB = BENCH MARK DISK
 KV1016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1016_SP_SET: CULVERT HEADWALL
 KV1016_STAMPING: JOBSTOWN 1935
 KV1016_MARK LOGO: CGS
 KV1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1016+STABILITY: SURFACE MOTION
 KV1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1016+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2021
 KV1016
 KV1016  HISTORY     - Date     Condition        Report By
 KV1016  HISTORY     - 1935     MONUMENTED       CGS
 KV1016  HISTORY     - 19950224 GOOD             NJGS
 KV1016  HISTORY     - 20190821 POOR             NJGS
 KV1016  HISTORY     - 20210125 SEE DESCRIPTION  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.
 KV1016
 KV1016                          STATION RECOVERY (2019)
 KV1016
 KV1016'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 KV1016'MARK RECOVERED IN POOR CONDITION.
 KV1016
 KV1016                          STATION RECOVERY (2021)
 KV1016
 KV1016'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1016'RECOVERED, DISK IS SEVERELY MARRED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2635 ***********************************************************************
 JU2635  DESIGNATION -  JOHN
 JU2635  PID         -  JU2635
 JU2635  STATE/COUNTY-  NJ/OCEAN
 JU2635  COUNTRY     -  US
 JU2635  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU2635
 JU2635                         *CURRENT SURVEY CONTROL
 JU2635  ______________________________________________________________________
 JU2635* NAD 83(1996) POSITION- 39 46 40.65481(N) 074 06 54.87750(W)   ADJUSTED
 JU2635* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 JU2635  ______________________________________________________________________
 JU2635  GEOID HEIGHT    -        -33.271 (meters)                     GEOID18
 JU2635  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2635.GEOID18 height accuracy estimate available here.
 JU2635
 JU2635.Click photographs - Photos may exist for this station.
 JU2635
 JU2635.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2635
 JU2635. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000450  x   0.99991337  =   0.99991787
 JU2635!UTM  18      -   1.00000450  x   0.99967067  =   0.99967517
 JU2635
 JU2635:                Primary Azimuth Mark                     Grid Az
 JU2635:SPC NJ       -  BARNEGAT LIGHT ECC                       152 41 36.3
 JU2635:UTM  18      -  BARNEGAT LIGHT ECC                       152 22 24.5
 JU2635
 JU2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7576703487(NAD 83)
 JU2635
 JU2635|---------------------------------------------------------------------|
 JU2635| PID    Reference Object                     Distance      Geod. Az  |
 JU2635|                                                           dddmmss.s |
 JU2635| JU2629 BARNEGAT LIGHT ECC                  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
 JU2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2635.See file dsdata.pdf to determine how the superseded data were derived.
 JU2635
 JU2635_MARKER: DT = TOPOGRAPHIC STATION DISK
 JU2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2635_STAMPING: JOHN 1951
 JU2635_MARK LOGO: CGS
 JU2635_PROJECTION: PROJECTING
 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 = JULY 24, 2026 22:12:30 EDT
 DR6529 ***********************************************************************
 DR6529  DESIGNATION -  JOHN T WHITE
 DR6529  PID         -  DR6529
 DR6529  STATE/COUNTY-  NJ/OCEAN
 DR6529  COUNTRY     -  US
 DR6529  USGS QUAD   -  BEACH HAVEN (2019)
 DR6529
 DR6529                         *CURRENT SURVEY CONTROL
 DR6529  ______________________________________________________________________
 DR6529* NAD 83(1986) POSITION- 39 35 58.45   (N) 074 12 42.55   (W)   HD_HELD1
 DR6529* NAVD 88 ORTHO HEIGHT -     1.954 (meters)        6.41  (feet) ADJUSTED
 DR6529  ______________________________________________________________________
 DR6529  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 DR6529  DYNAMIC HEIGHT  -          1.953 (meters)        6.41  (feet) COMP
 DR6529  MODELED GRAVITY -    980,142.9   (mgal)                       NAVD 88
 DR6529
 DR6529  VERT ORDER      -  FIRST     CLASS II
 DR6529
 DR6529.The horizontal coordinates were determined by differentially corrected
 DR6529.hand held GPS observations or other comparable positioning techniques
 DR6529.and have an estimated accuracy of +/- 3 meters.
 DR6529
 DR6529.The orthometric height was determined by differential leveling and
 DR6529.adjusted by the NATIONAL GEODETIC SURVEY
 DR6529.in February 2021.
 DR6529
 DR6529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6529.GEOID18 height accuracy estimate available here.
 DR6529
 DR6529.Click photographs - Photos may exist for this station.
 DR6529
 DR6529.The dynamic height is computed by dividing the NAVD 88
 DR6529.geopotential number by the normal gravity value computed on the
 DR6529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6529.degrees latitude (g = 980.6199 gals.).
 DR6529
 DR6529.The modeled gravity was interpolated from observed gravity values.
 DR6529
 DR6529;                    North         East    Units  Estimated Accuracy
 DR6529;SPC NJ       -    85,098.4     174,749.5     MT  (+/- 3 meters HH1 GPS) 
 DR6529
 DR6529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6767083611(NAD 83)
 DR6529
 DR6529                          SUPERSEDED SURVEY CONTROL
 DR6529
 DR6529.No superseded survey control is available for this station.
 DR6529
 DR6529_MARKER: DD = SURVEY DISK
 DR6529_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6529_SP_SET: CURB
 DR6529_STAMPING: JOHN T WHITE 2020
 DR6529_MARK LOGO: NJGS
 DR6529_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6529+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2020
 DR6529
 DR6529  HISTORY     - Date     Condition        Report By
 DR6529  HISTORY     - 20200914 MONUMENTED       NJGS
 DR6529
 DR6529                          STATION DESCRIPTION
 DR6529
 DR6529'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6529'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP ABOUT 5.7 MI (9.2 KM)
 DR6529'EAST-SOUTHEAST OF WEST CREEK, 3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF SHIP
 DR6529'BOTTOM AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF BEACH HAVEN, IN LONG
 DR6529'BEACH TOWNSHIP.
 DR6529'
 DR6529'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6529'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 3.9 MI (6.3 KM) SOUTH
 DR6529'ON LONG BEACH BOULEVARD, TO THE JUNCTION WITH EAST TEXAS AVENUE.  TURN
 DR6529'LEFT AND GO 0.1 MI (0.2 KM) EAST-SOUTHEAST ON EAST TEXAS AVENUE TO THE
 DR6529'STATION ON THE LEFT, SET IN A DRILL HOLE NEAR THE SOUTHEAST END OF THE
 DR6529'CURB ON THE NORTHEAST SIDE OF TEXAS AVENUE IN FRONT OF HOUSE NUMBER 21
 DR6529'(2.5 STORY FRAME).
 DR6529'
 DR6529'IT IS 7.5 FT (2.3 M) NORTH-NORTHWEST OF THE SOUTHEAST END OF THE CURB,
 DR6529'44.7 FT (13.6 M) NORTH-NORTHEAST OF POLE NUMBER T12704, 15.6 FT (4.8
 DR6529'M) NORTHEAST OF THE CENTERLINE OF TEXAS AVENUE AND 142 FT (43.3 M)
 DR6529'WEST-NORTHWEST OF THE CENTERLINE OF BEACH AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4152 ***********************************************************************
 KV4152  DESIGNATION -  JOINT
 KV4152  PID         -  KV4152
 KV4152  STATE/COUNTY-  NJ/ESSEX
 KV4152  COUNTRY     -  US
 KV4152  USGS QUAD   -  ORANGE (2016)
 KV4152
 KV4152                         *CURRENT SURVEY CONTROL
 KV4152  ______________________________________________________________________
 KV4152* NAD 83(1996) POSITION- 40 48 40.15825(N) 074 08 20.46823(W)   ADJUSTED
 KV4152* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4152  ______________________________________________________________________
 KV4152  GEOID HEIGHT    -        -32.205 (meters)                     GEOID18
 KV4152  LAPLACE CORR    -          5.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4152.GEOID18 height accuracy estimate available here.
 KV4152
 KV4152.Click photographs - Photos may exist for this station.
 KV4152
 KV4152.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4152
 KV4152. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7261618150(NAD 83)
 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  USSD        -  40 48 40.18200(N)    074 08 21.82900(W) AD(       ) 3
 KV4152
 KV4152.Superseded values are not recommended for survey control.
 KV4152
 KV4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4152.See file dsdata.pdf to determine how the superseded data were derived.
 KV4152
 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 = JULY 24, 2026 22:12:30 EDT
 KV5836 ***********************************************************************
 KV5836  DESIGNATION -  JONES
 KV5836  PID         -  KV5836
 KV5836  STATE/COUNTY-  NJ/HUDSON
 KV5836  COUNTRY     -  US
 KV5836  USGS QUAD   -  JERSEY CITY (2019)
 KV5836
 KV5836                         *CURRENT SURVEY CONTROL
 KV5836  ______________________________________________________________________
 KV5836* NAD 83(2011) POSITION- 40 43 41.47768(N) 074 03 00.66612(W)   ADJUSTED
 KV5836* NAD 83(2011) ELLIP HT-   -29.345 (meters)        (06/27/12)   ADJUSTED
 KV5836* NAD 83(2011) EPOCH   -  2010.00
 KV5836* NAVD 88 ORTHO HEIGHT -     2.6   (meters)        9.    (feet) GPS OBS
 KV5836  ______________________________________________________________________
 KV5836  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5836  GEOID HEIGHT    -        -31.957 (meters)                     GEOID18
 KV5836  NAD 83(2011) X  -  1,330,096.528 (meters)                     COMP
 KV5836  NAD 83(2011) Y  - -4,653,978.943 (meters)                     COMP
 KV5836  NAD 83(2011) Z  -  4,139,576.225 (meters)                     COMP
 KV5836  LAPLACE CORR    -          6.07  (seconds)                    DEFLEC18
 KV5836
 KV5836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5836  Standards:
 KV5836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5836  -------------------------------------------------------------------
 KV5836  NETWORK    0.47   1.37           0.20   0.18   0.70      0.03408245
 KV5836  -------------------------------------------------------------------
 KV5836  Click here for local accuracies and other accuracy information.
 KV5836
 KV5836.The horizontal coordinates were established by GPS observations
 KV5836.and adjusted by the National Geodetic Survey in June 2012.
 KV5836
 KV5836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5836.been affixed to the stable North American tectonic plate. See 
 KV5836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5836
 KV5836.The horizontal coordinates are valid at the epoch date displayed above
 KV5836.which is a decimal equivalence of Year/Month/Day.
 KV5836
 KV5836.The orthometric height was determined by GPS observations and a
 KV5836.high-resolution geoid model.
 KV5836
 KV5836.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5836.GEOID18 height accuracy estimate available here.
 KV5836
 KV5836.Click photographs - Photos may exist for this station.
 KV5836
 KV5836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5836
 KV5836.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5836
 KV5836.The ellipsoidal height was determined by GPS observations
 KV5836.and is referenced to NAD 83.
 KV5836
 KV5836. The following values were computed from the NAD 83(2011) position.
 KV5836
 KV5836;                    North         East     Units Scale Factor Converg.
 KV5836;SPC NJ       -   210,462.857   187,996.569   MT  0.99991776   +0 17 36.6
 KV5836;SPC NJ       -   690,493.56    616,785.41   sFT  0.99991776   +0 17 36.6
 KV5836;SPC NY E     -   210,462.857   187,996.569   MT  0.99991776   +0 17 36.6
 KV5836;SPC NY E     -   690,493.56    616,785.41   sFT  0.99991776   +0 17 36.6
 KV5836;SPC NY L     -    62,355.852   295,760.387   MT  0.99999715   -0 01 58.2
 KV5836;SPC NY L     -   204,579.16    970,340.54   sFT  0.99999715   -0 01 58.2
 KV5836;UTM  18      - 4,509,017.893   580,208.704   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8020809017(NAD 83)
 KV5836
 KV5836                          SUPERSEDED SURVEY CONTROL
 KV5836
 KV5836  NAD 83(2007)-  40 43 41.47800(N)    074 03 00.66732(W) AD(2002.00) 0
 KV5836  ELLIP H (02/10/07)  -29.327  (m)                       GP(2002.00)    
 KV5836  ELLIP H (10/23/02)  -29.323  (m)                       GP(       ) 4 1
 KV5836  NAD 83(1996)-  40 43 41.47831(N)    074 03 00.66778(W) AD(       ) 1
 KV5836  ELLIP H (05/14/99)  -29.317  (m)                       GP(       ) 4 1
 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)  RAPSU86  model used  GPS OBS        
 KV5836
 KV5836.Superseded values are not recommended for survey control.
 KV5836
 KV5836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5836.See file dsdata.pdf to determine how the superseded data were derived.
 KV5836
 KV5836_MARKER: DD = SURVEY DISK
 KV5836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 NOT SUITABLE FOR
 KV5836+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2015
 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  HISTORY     - 20090830 GOOD             GEOCAC
 KV5836  HISTORY     - 20150615 GOOD             AAAS
 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'
 KV5836
 KV5836                          STATION RECOVERY (2009)
 KV5836
 KV5836'RECOVERY NOTE BY GEOCACHING 2009 (PR)
 KV5836'FOUND USING 1995 NJGS RECOVERY.  3.0 FEET NORTHWEST OF CONCRETE
 KV5836'RETAINING WALL ON NORTHWEST SIDE OF BRUNSWICK STREET, 11.2 FEET
 KV5836'NORTHEAST FROM RETAINING WALL ON NORTH SIDE OF WALKWAY (FORMERLY
 KV5836'VEHICULAR DRIVEWAY).  TIES TO FIELD HOUSE NO LONGER ACCURATE.  NEW
 KV5836'FIELD HOUSE IS CONSIDERABLE DISTANCE OFF.  DISK IS ABOUT 1/4 INCH
 KV5836'UNDERGROUND.
 KV5836
 KV5836                          STATION RECOVERY (2015)
 KV5836
 KV5836'RECOVERY NOTE BY ARORA AND ASSOCIATES 2015 (PRD)
 KV5836'TREES HAVE GROWN OVER THE AREA OF THE MONUMENT MAKING IT NO LONGER
 KV5836'SUITABLE FOR GNSS OBSERVATIONS AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5744 ***********************************************************************
 KV5744  DESIGNATION -  JONES 2
 KV5744  PID         -  KV5744
 KV5744  STATE/COUNTY-  NJ/BURLINGTON
 KV5744  COUNTRY     -  US
 KV5744  USGS QUAD   -  BEVERLY (2016)
 KV5744
 KV5744                         *CURRENT SURVEY CONTROL
 KV5744  ______________________________________________________________________
 KV5744* NAD 83(1996) POSITION- 40 03 24.15117(N) 074 56 56.71375(W)   ADJUSTED
 KV5744* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5744  ______________________________________________________________________
 KV5744  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 KV5744  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5744.GEOID18 height accuracy estimate available here.
 KV5744
 KV5744.Click photographs - Photos may exist for this station.
 KV5744
 KV5744.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5744
 KV5744. The following values were computed from the NAD 83(1996) position.
 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       -  DRENNAN                                  059 03 56.2
 KV5744:SPC PA S     -  DRENNAN                                  056 57 33.8
 KV5744:UTM  18      -  DRENNAN                                  058 44 37.8
 KV5744
 KV5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0434234052(NAD 83)
 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
 KV5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5744.See file dsdata.pdf to determine how the superseded data were derived.
 KV5744
 KV5744_MARKER: DS = TRIANGULATION STATION DISK
 KV5744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5744_STAMPING: JONES 2 1935
 KV5744_MARK LOGO: CGS
 KV5744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5744+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU3358 ***********************************************************************
 JU3358  CBN         -  This is a Cooperative Base Network Control Station.
 JU3358  DESIGNATION -  JOSCELYNE 2
 JU3358  PID         -  JU3358
 JU3358  STATE/COUNTY-  NJ/CUMBERLAND
 JU3358  COUNTRY     -  US
 JU3358  USGS QUAD   -  CEDARVILLE (2019)
 JU3358
 JU3358                         *CURRENT SURVEY CONTROL
 JU3358  ______________________________________________________________________
 JU3358* NAD 83(2011) POSITION- 39 18 40.59268(N) 075 08 21.30809(W)   ADJUSTED
 JU3358* NAD 83(2011) ELLIP HT-   -13.855 (meters)        (06/27/12)   ADJUSTED
 JU3358* NAD 83(2011) EPOCH   -  2010.00
 JU3358* NAVD 88 ORTHO HEIGHT -    20.250 (meters)       66.44  (feet) ADJUSTED
 JU3358  ______________________________________________________________________
 JU3358  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 JU3358  NAD 83(2011) X  -  1,267,348.907 (meters)                     COMP
 JU3358  NAD 83(2011) Y  - -4,776,213.011 (meters)                     COMP
 JU3358  NAD 83(2011) Z  -  4,019,105.144 (meters)                     COMP
 JU3358  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 JU3358  DYNAMIC HEIGHT  -         20.239 (meters)       66.40  (feet) COMP
 JU3358  MODELED GRAVITY -    980,109.7   (mgal)                       NAVD 88
 JU3358
 JU3358  VERT ORDER      -  SECOND    CLASS I
 JU3358
 JU3358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3358  Standards:
 JU3358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3358  -------------------------------------------------------------------
 JU3358  NETWORK    0.33   0.57           0.15   0.11   0.29     -0.00659728
 JU3358  -------------------------------------------------------------------
 JU3358  Click here for local accuracies and other accuracy information.
 JU3358
 JU3358.The horizontal coordinates were established by GPS observations
 JU3358.and adjusted by the National Geodetic Survey in June 2012.
 JU3358
 JU3358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3358.been affixed to the stable North American tectonic plate. See 
 JU3358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3358
 JU3358.The horizontal coordinates are valid at the epoch date displayed above
 JU3358.which is a decimal equivalence of Year/Month/Day.
 JU3358
 JU3358.The orthometric height was determined by differential leveling and
 JU3358.adjusted by the NATIONAL GEODETIC SURVEY
 JU3358.in October 1996.
 JU3358
 JU3358.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3358.GEOID18 height accuracy estimate available here.
 JU3358
 JU3358.Click photographs - Photos may exist for this station.
 JU3358
 JU3358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3358
 JU3358.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3358
 JU3358.The ellipsoidal height was determined by GPS observations
 JU3358.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU3358
 JU3358;                    North         East     Units Scale Factor Converg.
 JU3358;SPC NJ       -    53,249.196    94,872.614   MT  0.99993741   -0 24 18.0
 JU3358;SPC NJ       -   174,701.74    311,261.23   sFT  0.99993741   -0 24 18.0
 JU3358;UTM  18      - 4,351,329.354   487,994.913   MT  0.99960177   -0 05 17.6
 JU3358
 JU3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3358!SPC NJ       -   1.00000217  x   0.99993741  =   0.99993958
 JU3358!UTM  18      -   1.00000217  x   0.99960177  =   0.99960394
 JU3358
 JU3358:                Primary Azimuth Mark                     Grid Az
 JU3358:SPC NJ       -  JOSCELYNE 2 RM 1 AZIMUTH                 076 34 31.4
 JU3358:UTM  18      -  JOSCELYNE 2 RM 1 AZIMUTH                 076 15 31.0
 JU3358
 JU3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8799451329(NAD 83)
 JU3358
 JU3358|---------------------------------------------------------------------|
 JU3358| PID    Reference Object                     Distance      Geod. Az  |
 JU3358|                                                           dddmmss.s |
 JU3358| CB2132 JOSCELYNE 2 RM 1 AZIMUTH                           0761013.4 |
 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  NAD 83(2007)-  39 18 40.59320(N)    075 08 21.30875(W) AD(2002.00) 0
 JU3358  ELLIP H (02/10/07)  -13.847  (m)                       GP(2002.00)    
 JU3358  ELLIP H (09/23/02)  -13.866  (m)                       GP(       ) 4 1
 JU3358  NAD 83(1996)-  39 18 40.59296(N)    075 08 21.30913(W) AD(       ) B
 JU3358  ELLIP H (07/24/97)  -13.871  (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)  -13.920  (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)  -13.913  (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)  -13.972  (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              20.25   (m)           66.4    (f) LEVELING    3  
 JU3358  NAVD 88 (08/04/95)   20.3    (m)  UNKNOWN  model used  GPS OBS        
 JU3358  NAVD 88 (04/04/94)   20.2    (m)  UNKNOWN  model used  GPS OBS        
 JU3358  NAVD 88 (08/31/93)   20.2    (m)  GEOID93  model used  GPS OBS        
 JU3358  NAVD 88 (12/31/92)   20.1    (m)  UNKNOWN  model used  GPS OBS        
 JU3358  NGVD 29 (08/10/88)   20.6    (m)  RAPSU86  model used  GPS OBS        
 JU3358
 JU3358.Superseded values are not recommended for survey control.
 JU3358
 JU3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3358.See file dsdata.pdf to determine how the superseded data were derived.
 JU3358
 JU3358_MARKER: DS = TRIANGULATION STATION DISK
 JU3358_SETTING: 7 = SET IN TOP OF 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     - 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 (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 = JULY 24, 2026 22:12:30 EDT
 AA7399 ***********************************************************************
 AA7399  DESIGNATION -  JOSCELYNE 2 RM 2
 AA7399  PID         -  AA7399
 AA7399  STATE/COUNTY-  NJ/CUMBERLAND
 AA7399  COUNTRY     -  US
 AA7399  USGS QUAD   -  CEDARVILLE (2019)
 AA7399
 AA7399                         *CURRENT SURVEY CONTROL
 AA7399  ______________________________________________________________________
 AA7399* NAD 83(1986) POSITION- 39 18 40.83   (N) 075 08 19.96   (W)   HD_HELD1
 AA7399* NAVD 88 ORTHO HEIGHT -    20.264 (meters)       66.48  (feet) ADJUSTED
 AA7399  ______________________________________________________________________
 AA7399  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 AA7399  DYNAMIC HEIGHT  -         20.253 (meters)       66.45  (feet) COMP
 AA7399  MODELED GRAVITY -    980,109.8   (mgal)                       NAVD 88
 AA7399
 AA7399  VERT ORDER      -  SECOND    CLASS I
 AA7399
 AA7399.The horizontal coordinates were determined by differentially corrected
 AA7399.hand held GPS observations or other comparable positioning techniques
 AA7399.and have an estimated accuracy of +/- 3 meters.
 AA7399
 AA7399.The orthometric height was determined by differential leveling and
 AA7399.adjusted by the NATIONAL GEODETIC SURVEY
 AA7399.in October 1996.
 AA7399
 AA7399.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7399.GEOID18 height accuracy estimate available here.
 AA7399
 AA7399.Click photographs - Photos may exist for this station.
 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       -    53,256.3      94,905.0     MT  (+/- 3 meters HH1 GPS) 
 AA7399
 AA7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8802751336(NAD 83)
 AA7399
 AA7399                          SUPERSEDED SURVEY CONTROL
 AA7399
 AA7399.No superseded survey control is available for this station.
 AA7399
 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 = JULY 24, 2026 22:12:30 EDT
 AA7398 ***********************************************************************
 AA7398  DESIGNATION -  JOSCELYNE 2 RM 4
 AA7398  PID         -  AA7398
 AA7398  STATE/COUNTY-  NJ/CUMBERLAND
 AA7398  COUNTRY     -  US
 AA7398  USGS QUAD   -  CEDARVILLE (2019)
 AA7398
 AA7398                         *CURRENT SURVEY CONTROL
 AA7398  ______________________________________________________________________
 AA7398* NAD 83(1986) POSITION- 39 18 40.89   (N) 075 08 21.87   (W)   HD_HELD1
 AA7398* NAVD 88 ORTHO HEIGHT -    20.015 (meters)       65.67  (feet) ADJUSTED
 AA7398  ______________________________________________________________________
 AA7398  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 AA7398  DYNAMIC HEIGHT  -         20.004 (meters)       65.63  (feet) COMP
 AA7398  MODELED GRAVITY -    980,109.8   (mgal)                       NAVD 88
 AA7398
 AA7398  VERT ORDER      -  SECOND    CLASS I
 AA7398
 AA7398.The horizontal coordinates were determined by differentially corrected
 AA7398.hand held GPS observations or other comparable positioning techniques
 AA7398.and have an estimated accuracy of +/- 3 meters.
 AA7398
 AA7398.The orthometric height was determined by differential leveling and
 AA7398.adjusted by the NATIONAL GEODETIC SURVEY
 AA7398.in October 1996.
 AA7398
 AA7398.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7398.GEOID18 height accuracy estimate available here.
 AA7398
 AA7398.Click photographs - Photos may exist for this station.
 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       -    53,258.5      94,859.2     MT  (+/- 3 meters HH1 GPS) 
 AA7398
 AA7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8798151338(NAD 83)
 AA7398
 AA7398                          SUPERSEDED SURVEY CONTROL
 AA7398
 AA7398.No superseded survey control is available for this station.
 AA7398
 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 = JULY 24, 2026 22:12:30 EDT
 JU3357 ***********************************************************************
 JU3357  DESIGNATION -  JOSCELYNE RESET
 JU3357  PID         -  JU3357
 JU3357  STATE/COUNTY-  NJ/CUMBERLAND
 JU3357  COUNTRY     -  US
 JU3357  USGS QUAD   -  CEDARVILLE (2019)
 JU3357
 JU3357                         *CURRENT SURVEY CONTROL
 JU3357  ______________________________________________________________________
 JU3357* NAD 83(1996) POSITION- 39 18 40.22208(N) 075 08 21.89669(W)   ADJUSTED
 JU3357* NAVD 88 ORTHO HEIGHT -    19.990 (meters)       65.58  (feet) ADJUSTED
 JU3357  ______________________________________________________________________
 JU3357  GEOID HEIGHT    -        -34.113 (meters)                     GEOID18
 JU3357  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 JU3357  DYNAMIC HEIGHT  -         19.980 (meters)       65.55  (feet) COMP
 JU3357  MODELED GRAVITY -    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 and
 JU3357.adjusted by the NATIONAL GEODETIC SURVEY
 JU3357.in October 1996.
 JU3357
 JU3357.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3357.GEOID18 height accuracy estimate available here.
 JU3357
 JU3357.Click photographs - Photos may exist for this station.
 JU3357
 JU3357.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000222  x   0.99993743  =   0.99993965
 JU3357!UTM  18      -   1.00000222  x   0.99960178  =   0.99960399
 JU3357
 JU3357:                Primary Azimuth Mark                     Grid Az
 JU3357:SPC NJ       -  DEEP WATER                               240 04 53.4
 JU3357:UTM  18      -  DEEP WATER                               239 45 53.0
 JU3357
 JU3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8798051317(NAD 83)
 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                          18.136 METERS 05054     |
 JU3357| JU3384 DEEP WATER                          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  USBS        -  39 18 37.02000(N)    075 08 03.49000(W) AD(       ) 3
 JU3357  USSD        -  39 18 40.25400(N)    075 08 23.09200(W) AD(       ) 3
 JU3357
 JU3357.Superseded values are not recommended for survey control.
 JU3357
 JU3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3357.See file dsdata.pdf to determine how the superseded data were derived.
 JU3357
 JU3357_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3357_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4345 ***********************************************************************
 KV4345  DESIGNATION -  JR HS
 KV4345  PID         -  KV4345
 KV4345  STATE/COUNTY-  NJ/HUDSON
 KV4345  COUNTRY     -  US
 KV4345  USGS QUAD   -  JERSEY CITY (2019)
 KV4345
 KV4345                         *CURRENT SURVEY CONTROL
 KV4345  ______________________________________________________________________
 KV4345* NAD 83(1996) POSITION- 40 40 23.09362(N) 074 07 20.52066(W)   ADJUSTED
 KV4345* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 KV4345  ______________________________________________________________________
 KV4345  GEOID HEIGHT    -        -32.185 (meters)                     GEOID18
 KV4345  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4345.GEOID18 height accuracy estimate available here.
 KV4345
 KV4345.Click photographs - Photos may exist for this station.
 KV4345
 KV4345.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4345
 KV4345. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000385  x   0.99991254  =   0.99991639
 KV4345!SPC NY L     -   1.00000385  x   0.99999965  =   1.00000350
 KV4345!UTM  18      -   1.00000385  x   0.99966772  =   0.99967157
 KV4345
 KV4345:                Primary Azimuth Mark                     Grid Az
 KV4345:SPC NJ       -  PORT NEWARK AIR MAIL PO CUP              322 41 42.2
 KV4345:SPC NY L     -  PORT NEWARK AIR MAIL PO CUP              323 01 16.3
 KV4345:UTM  18      -  PORT NEWARK AIR MAIL PO CUP              322 22 08.9
 KV4345
 KV4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7417402837(NAD 83)
 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
 KV4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4345.See file dsdata.pdf to determine how the superseded data were derived.
 KV4345
 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 = JULY 24, 2026 22:12:30 EDT
 JU0667 ***********************************************************************
 JU0667  DESIGNATION -  K 10
 JU0667  PID         -  JU0667
 JU0667  STATE/COUNTY-  NJ/GLOUCESTER
 JU0667  COUNTRY     -  US
 JU0667  USGS QUAD   -  BRIDGEPORT (2019)
 JU0667
 JU0667                         *CURRENT SURVEY CONTROL
 JU0667  ______________________________________________________________________
 JU0667* NAD 83(1986) POSITION- 39 49 38.82   (N) 075 16 30.44   (W)   HD_HELD1
 JU0667* NAVD 88 ORTHO HEIGHT -     3.895 (meters)       12.78  (feet) POSTED
 JU0667  ______________________________________________________________________
 JU0667  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 JU0667  DYNAMIC HEIGHT  -          3.89  (meters)       12.8   (feet) COMP
 JU0667  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 JU0667
 JU0667  VERT ORDER      -  * POSTED, SEE BELOW
 JU0667
 JU0667.The horizontal coordinates were determined by differentially corrected
 JU0667.hand held GPS observations or other comparable positioning techniques
 JU0667.and have an estimated accuracy of +/- 3 meters.
 JU0667
 JU0667.The orthometric height was determined by differential leveling
 JU0667.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0667
 JU0667.* This is a POSTED BENCH MARK height.
 JU0667
 JU0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0667.GEOID18 height accuracy estimate available here.
 JU0667
 JU0667.Click photographs - Photos may exist for this station.
 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       -   110,645.0      83,649.3     MT  (+/- 3 meters HH1 GPS) 
 JU0667
 JU0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7645608642(NAD 83)
 JU0667
 JU0667                          SUPERSEDED SURVEY CONTROL
 JU0667
 JU0667  NGVD 29 (11/26/84)    4.253  (m)           13.95   (f) ADJUSTED    1 2
 JU0667
 JU0667.Superseded values are not recommended for survey control.
 JU0667
 JU0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0667.See file dsdata.pdf to determine how the superseded data were derived.
 JU0667
 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  HISTORY     - 20070808 MARK NOT FOUND   UE
 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.
 JU0667
 JU0667                          STATION RECOVERY (2007)
 JU0667
 JU0667'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0667'THE CONCRETE BASE ON WHICH THE DISK HAD BEEN SET, ALONG WITH THE REST
 JU0667'OF GIBBSTOWN MUNICIPAL TANK (JU3279) HAD BEEN DEMOLISHED. THE AREA IS
 JU0667'NOW A VACANT LOT BETWEEN TWO HOUSES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3517 ***********************************************************************
 KV3517  DESIGNATION -  K 100
 KV3517  PID         -  KV3517
 KV3517  STATE/COUNTY-  NJ/MIDDLESEX
 KV3517  COUNTRY     -  US
 KV3517  USGS QUAD   -  SOUTH AMBOY (2019)
 KV3517
 KV3517                         *CURRENT SURVEY CONTROL
 KV3517  ______________________________________________________________________
 KV3517* NAD 83(1986) POSITION- 40 29 10.     (N) 074 17 05.     (W)   SCALED
 KV3517* NAVD 88 ORTHO HEIGHT -    17.303 (meters)       56.77  (feet) ADJUSTED
 KV3517  ______________________________________________________________________
 KV3517  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 KV3517  DYNAMIC HEIGHT  -         17.296 (meters)       56.75  (feet) COMP
 KV3517  MODELED GRAVITY -    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 map and have
 KV3517.an estimated accuracy of +/- 6 seconds.
 KV3517
 KV3517.The orthometric height was determined by differential leveling and
 KV3517.adjusted by the NATIONAL GEODETIC SURVEY
 KV3517.in June 1991.
 KV3517
 KV3517.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3517.GEOID18 height accuracy estimate available here.
 KV3517
 KV3517.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK606819(NAD 83)
 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
 KV3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3517.See file dsdata.pdf to determine how the superseded data were derived.
 KV3517
 KV3517_MARKER: F = FLANGE-ENCASED ROD
 KV3517_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV3420 ***********************************************************************
 KV3420  DESIGNATION -  K 101
 KV3420  PID         -  KV3420
 KV3420  STATE/COUNTY-  NJ/BERGEN
 KV3420  COUNTRY     -  US
 KV3420  USGS QUAD   -  WEEHAWKEN (2016)
 KV3420
 KV3420                         *CURRENT SURVEY CONTROL
 KV3420  ______________________________________________________________________
 KV3420* NAD 83(1986) POSITION- 40 52 27.     (N) 074 03 39.     (W)   SCALED
 KV3420* NAVD 88 ORTHO HEIGHT -    15.957 (meters)       52.35  (feet) ADJUSTED
 KV3420  ______________________________________________________________________
 KV3420  GEOID HEIGHT    -        -31.929 (meters)                     GEOID18
 KV3420  DYNAMIC HEIGHT  -         15.951 (meters)       52.33  (feet) COMP
 KV3420  MODELED GRAVITY -    980,237.1   (mgal)                       NAVD 88
 KV3420
 KV3420  VERT ORDER      -  FIRST     CLASS II
 KV3420
 KV3420.The horizontal coordinates were scaled from a map and have
 KV3420.an estimated accuracy of +/- 6 seconds.
 KV3420
 KV3420.The orthometric height was determined by differential leveling and
 KV3420.adjusted by the NATIONAL GEODETIC SURVEY
 KV3420.in June 1991.
 KV3420
 KV3420.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3420.GEOID18 height accuracy estimate available here.
 KV3420
 KV3420.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL791252(NAD 83)
 KV3420
 KV3420                          SUPERSEDED SURVEY CONTROL
 KV3420
 KV3420  NGVD 29 (11/26/84)   16.266  (m)           53.37   (f) ADJUSTED    1 2
 KV3420
 KV3420.Superseded values are not recommended for survey control.
 KV3420
 KV3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3420.See file dsdata.pdf to determine how the superseded data were derived.
 KV3420
 KV3420_MARKER: DV = VERTICAL CONTROL DISK
 KV3420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3420_SP_SET: ABUTMENT
 KV3420_STAMPING: K 101 1979
 KV3420_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY2235 ***********************************************************************
 LY2235  DESIGNATION -  K 102
 LY2235  PID         -  LY2235
 LY2235  STATE/COUNTY-  NJ/MORRIS
 LY2235  COUNTRY     -  US
 LY2235  USGS QUAD   -  WANAQUE (2019)
 LY2235
 LY2235                         *CURRENT SURVEY CONTROL
 LY2235  ______________________________________________________________________
 LY2235* NAD 83(1986) POSITION- 41 00 48.49   (N) 074 21 33.02   (W)   HD_HELD1
 LY2235* NAVD 88 ORTHO HEIGHT -   126.399 (meters)      414.69  (feet) ADJUSTED
 LY2235  ______________________________________________________________________
 LY2235  GEOID HEIGHT    -        -32.322 (meters)                     GEOID18
 LY2235  DYNAMIC HEIGHT  -        126.344 (meters)      414.51  (feet) COMP
 LY2235  MODELED GRAVITY -    980,193.3   (mgal)                       NAVD 88
 LY2235
 LY2235  VERT ORDER      -  FIRST     CLASS II
 LY2235
 LY2235.The horizontal coordinates were determined by differentially corrected
 LY2235.hand held GPS observations or other comparable positioning techniques
 LY2235.and have an estimated accuracy of +/- 3 meters.
 LY2235
 LY2235.The orthometric height was determined by differential leveling and
 LY2235.adjusted by the NATIONAL GEODETIC SURVEY
 LY2235.in June 1991.
 LY2235
 LY2235.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2235.GEOID18 height accuracy estimate available here.
 LY2235
 LY2235.Click photographs - Photos may exist for this station.
 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       -   242,052.8     161,845.0     MT  (+/- 3 meters HH1 GPS) 
 LY2235
 LY2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5388340450(NAD 83)
 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
 LY2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2235.See file dsdata.pdf to determine how the superseded data were derived.
 LY2235
 LY2235_MARKER: DV = VERTICAL CONTROL DISK
 LY2235_SETTING: 66 = SET IN ROCK OUTCROP
 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 - March 02, 2020
 LY2235
 LY2235  HISTORY     - Date     Condition        Report By
 LY2235  HISTORY     - 1979     MONUMENTED       NGS
 LY2235  HISTORY     - 19910709 GOOD             NJGS
 LY2235  HISTORY     - 19940905 GOOD             USPSQD
 LY2235  HISTORY     - 20070830 GOOD             GEOCAC
 LY2235  HISTORY     - 20200302 GOOD             NJGS
 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.
 LY2235
 LY2235                          STATION RECOVERY (2007)
 LY2235
 LY2235'RECOVERY NOTE BY GEOCACHING 2007 (PSC)
 LY2235'RECOVERED IN GOOD CONDITION.
 LY2235
 LY2235                          STATION RECOVERY (2020)
 LY2235
 LY2235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MJK)
 LY2235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3445 ***********************************************************************
 KV3445  DESIGNATION -  K 103
 KV3445  PID         -  KV3445
 KV3445  STATE/COUNTY-  NJ/BERGEN
 KV3445  COUNTRY     -  US
 KV3445  USGS QUAD   -  HACKENSACK (2019)
 KV3445
 KV3445                         *CURRENT SURVEY CONTROL
 KV3445  ______________________________________________________________________
 KV3445* NAD 83(1986) POSITION- 40 59 23.0    (N) 074 06 52.1    (W)   HD_HELD2
 KV3445* NAVD 88 ORTHO HEIGHT -    38.616 (meters)      126.69  (feet) ADJUSTED
 KV3445  ______________________________________________________________________
 KV3445  GEOID HEIGHT    -        -32.016 (meters)                     GEOID18
 KV3445  DYNAMIC HEIGHT  -         38.601 (meters)      126.64  (feet) COMP
 KV3445  MODELED GRAVITY -    980,225.2   (mgal)                       NAVD 88
 KV3445
 KV3445  VERT ORDER      -  FIRST     CLASS II
 KV3445
 KV3445.The horizontal coordinates were established by autonomous hand held GPS
 KV3445.observations and have an estimated accuracy of +/- 10 meters.
 KV3445
 KV3445.The orthometric height was determined by differential leveling and
 KV3445.adjusted by the NATIONAL GEODETIC SURVEY
 KV3445.in June 1991.
 KV3445
 KV3445.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3445.GEOID18 height accuracy estimate available here.
 KV3445
 KV3445.Click photographs - Photos may exist for this station.
 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       -   239,478.      182,438.      MT  (+/- 10 meters HH2 GPS)
 KV3445
 KV3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7448637993(NAD 83)
 KV3445
 KV3445                          SUPERSEDED SURVEY CONTROL
 KV3445
 KV3445  NGVD 29 (11/26/84)   38.925  (m)          127.71   (f) ADJUSTED    1 2
 KV3445
 KV3445.Superseded values are not recommended for survey control.
 KV3445
 KV3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3445.See file dsdata.pdf to determine how the superseded data were derived.
 KV3445
 KV3445_MARKER: DV = VERTICAL CONTROL DISK
 KV3445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - August 04, 2014
 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  HISTORY     - 20070420 GOOD             GEOCAC
 KV3445  HISTORY     - 20081119 GOOD             INDIV
 KV3445  HISTORY     - 20140804 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.
 KV3445
 KV3445                          STATION RECOVERY (2007)
 KV3445
 KV3445'RECOVERY NOTE BY GEOCACHING 2007 (PSC)
 KV3445'RECOVERED IN GOOD CONDITION.
 KV3445
 KV3445                          STATION RECOVERY (2008)
 KV3445
 KV3445'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TG)
 KV3445'RECOVERED IN GOOD CONDITION.
 KV3445
 KV3445                          STATION RECOVERY (2014)
 KV3445
 KV3445'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 KV3445'THE MARK IS ENCASED IN A PVC PIPE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0067 ***********************************************************************
 KV0067  DESIGNATION -  K 11
 KV0067  PID         -  KV0067
 KV0067  STATE/COUNTY-  NJ/UNION
 KV0067  COUNTRY     -  US
 KV0067  USGS QUAD   -  ELIZABETH (2016)
 KV0067
 KV0067                         *CURRENT SURVEY CONTROL
 KV0067  ______________________________________________________________________
 KV0067* NAD 83(1986) POSITION- 40 39 41.6    (N) 074 13 05.2    (W)   HD_HELD2
 KV0067* NAVD 88 ORTHO HEIGHT -     5.813 (meters)       19.07  (feet) ADJUSTED
 KV0067  ______________________________________________________________________
 KV0067  GEOID HEIGHT    -        -32.444 (meters)                     GEOID18
 KV0067  DYNAMIC HEIGHT  -          5.810 (meters)       19.06  (feet) COMP
 KV0067  MODELED GRAVITY -    980,217.8   (mgal)                       NAVD 88
 KV0067
 KV0067  VERT ORDER      -  FIRST     CLASS I
 KV0067
 KV0067.The horizontal coordinates were established by autonomous hand held GPS
 KV0067.observations and have an estimated accuracy of +/- 10 meters.
 KV0067
 KV0067.The orthometric height was determined by differential leveling and
 KV0067.adjusted by the NATIONAL GEODETIC SURVEY
 KV0067.in June 1991.
 KV0067
 KV0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0067.GEOID18 height accuracy estimate available here.
 KV0067
 KV0067.Click photographs - Photos may exist for this station.
 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       -   203,005.      173,835.      MT  (+/- 10 meters HH2 GPS)
 KV0067
 KV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6609301481(NAD 83)
 KV0067
 KV0067                          SUPERSEDED SURVEY CONTROL
 KV0067
 KV0067  NGVD 29 (04/16/92)    6.146  (m)           20.16   (f) ADJUSTED    1 1
 KV0067  NGVD 29 (??/??/87)    6.147  (m)           20.17   (f) SUPERSEDED  1 1
 KV0067
 KV0067.Superseded values are not recommended for survey control.
 KV0067
 KV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0067.See file dsdata.pdf to determine how the superseded data were derived.
 KV0067
 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_MARK LOGO: CGS
 KV0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0067+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2007
 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  HISTORY     - 20070420 GOOD             GEOCAC
 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.
 KV0067
 KV0067                          STATION RECOVERY (2007)
 KV0067
 KV0067'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0366 ***********************************************************************
 LY0366  DESIGNATION -  K 14
 LY0366  PID         -  LY0366
 LY0366  STATE/COUNTY-  NJ/BERGEN
 LY0366  COUNTRY     -  US
 LY0366  USGS QUAD   -  PARK RIDGE (2019)
 LY0366
 LY0366                         *CURRENT SURVEY CONTROL
 LY0366  ______________________________________________________________________
 LY0366* NAD 83(1986) POSITION- 41 00 31.     (N) 074 07 20.     (W)   SCALED
 LY0366* NAVD 88 ORTHO HEIGHT -    69.087 (meters)      226.66  (feet) ADJUSTED
 LY0366  ______________________________________________________________________
 LY0366  GEOID HEIGHT    -        -32.007 (meters)                     GEOID18
 LY0366  DYNAMIC HEIGHT  -         69.060 (meters)      226.57  (feet) COMP
 LY0366  MODELED GRAVITY -    980,222.6   (mgal)                       NAVD 88
 LY0366
 LY0366  VERT ORDER      -  FIRST     CLASS II
 LY0366
 LY0366.The horizontal coordinates were scaled from a map and have
 LY0366.an estimated accuracy of +/- 6 seconds.
 LY0366
 LY0366.The orthometric height was determined by differential leveling and
 LY0366.adjusted by the NATIONAL GEODETIC SURVEY
 LY0366.in June 1991.
 LY0366
 LY0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0366.GEOID18 height accuracy estimate available here.
 LY0366
 LY0366.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL738400(NAD 83)
 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
 LY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0366.See file dsdata.pdf to determine how the superseded data were derived.
 LY0366
 LY0366_MARKER: DB = BENCH MARK DISK
 LY0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0366_SP_SET: BRIDGE SUPPORT
 LY0366_STAMPING: K 14 1933
 LY0366_MARK LOGO: CGS
 LY0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0366
 LY0366  HISTORY     - Date     Condition        Report By
 LY0366  HISTORY     - 1933     MONUMENTED       CGS
 LY0366  HISTORY     - 1942     GOOD             CGS
 LY0366  HISTORY     - 1979     GOOD             NGS
 LY0366  HISTORY     - 20141203 MARK NOT FOUND   GEOCAC
 LY0366
 LY0366                          STATION DESCRIPTION
 LY0366
 LY0366'DESCRIBED BY COAST AND 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.
 LY0366
 LY0366                          STATION RECOVERY (2014)
 LY0366
 LY0366'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 LY0366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1275 ***********************************************************************
 KV1275  DESIGNATION -  K 15
 KV1275  PID         -  KV1275
 KV1275  STATE/COUNTY-  NJ/WARREN
 KV1275  COUNTRY     -  US
 KV1275  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1275
 KV1275                         *CURRENT SURVEY CONTROL
 KV1275  ______________________________________________________________________
 KV1275* NAD 83(1986) POSITION- 40 51 15.     (N) 074 49 56.     (W)   SCALED
 KV1275* NAVD 88 ORTHO HEIGHT -   173.922 (meters)      570.61  (feet) ADJUSTED
 KV1275  ______________________________________________________________________
 KV1275  GEOID HEIGHT    -        -33.136 (meters)                     GEOID18
 KV1275  DYNAMIC HEIGHT  -        173.843 (meters)      570.35  (feet) COMP
 KV1275  MODELED GRAVITY -    980,168.2   (mgal)                       NAVD 88
 KV1275
 KV1275  VERT ORDER      -  SECOND    CLASS 0
 KV1275
 KV1275.The horizontal coordinates were scaled from a map and have
 KV1275.an estimated accuracy of +/- 6 seconds.
 KV1275
 KV1275.The orthometric height was determined by differential leveling and
 KV1275.adjusted by the NATIONAL GEODETIC SURVEY
 KV1275.in June 1991.
 KV1275
 KV1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1275.GEOID18 height accuracy estimate available here.
 KV1275
 KV1275.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL141225(NAD 83)
 KV1275
 KV1275                          SUPERSEDED SURVEY CONTROL
 KV1275
 KV1275  NGVD 29 (11/26/84)  174.143  (m)          571.33   (f) ADJUSTED    2 0
 KV1275
 KV1275.Superseded values are not recommended for survey control.
 KV1275
 KV1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1275.See file dsdata.pdf to determine how the superseded data were derived.
 KV1275
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0762 ***********************************************************************
 KV0762  DESIGNATION -  K 16
 KV0762  PID         -  KV0762
 KV0762  STATE/COUNTY-  NJ/MONMOUTH
 KV0762  COUNTRY     -  US
 KV0762  USGS QUAD   -  KEYPORT (2016)
 KV0762
 KV0762                         *CURRENT SURVEY CONTROL
 KV0762  ______________________________________________________________________
 KV0762* NAD 83(1986) POSITION- 40 25 09.     (N) 074 13 14.     (W)   SCALED
 KV0762* NAVD 88 ORTHO HEIGHT -    11.224 (meters)       36.82  (feet) ADJUSTED
 KV0762  ______________________________________________________________________
 KV0762  GEOID HEIGHT    -        -32.371 (meters)                     GEOID18
 KV0762  DYNAMIC HEIGHT  -         11.220 (meters)       36.81  (feet) COMP
 KV0762  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 KV0762
 KV0762  VERT ORDER      -  FIRST     CLASS II
 KV0762
 KV0762.The horizontal coordinates were scaled from a map and have
 KV0762.an estimated accuracy of +/- 6 seconds.
 KV0762
 KV0762.The orthometric height was determined by differential leveling and
 KV0762.adjusted by the NATIONAL GEODETIC SURVEY
 KV0762.in June 1991.
 KV0762
 KV0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0762.GEOID18 height accuracy estimate available here.
 KV0762
 KV0762.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK661745(NAD 83)
 KV0762
 KV0762                          SUPERSEDED SURVEY CONTROL
 KV0762
 KV0762  NGVD 29 (04/16/92)   11.454  (m)           37.58   (f) ADJUSTED    1 2
 KV0762  NGVD 29 (??/??/87)   11.586  (m)           38.01   (f) SUPERSEDED  1 2
 KV0762
 KV0762.Superseded values are not recommended for survey control.
 KV0762
 KV0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0762.See file dsdata.pdf to determine how the superseded data were derived.
 KV0762
 KV0762_MARKER: DB = BENCH MARK DISK
 KV0762_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0762+WITH SETTING: PAVEMENT
 KV0762_SP_SET: AUTOMATIC SIGNAL BASE
 KV0762_STAMPING: K 16 1933
 KV0762_MARK LOGO: CGS
 KV0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0762+STABILITY: SURFACE MOTION
 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  HISTORY     - 20141030 MARK NOT FOUND   NJGS
 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.
 KV0762
 KV0762                          STATION RECOVERY (2014)
 KV0762
 KV0762'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV0762'THE AREA HAS BEEN COMPLETELY REGRADED AND RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0819 ***********************************************************************
 KU0819  DESIGNATION -  K 17 USCA
 KU0819  PID         -  KU0819
 KU0819  STATE/COUNTY-  NJ/MONMOUTH
 KU0819  COUNTRY     -  US
 KU0819  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0819
 KU0819                         *CURRENT SURVEY CONTROL
 KU0819  ______________________________________________________________________
 KU0819* NAD 83(1986) POSITION- 40 27 09.     (N) 073 59 30.     (W)   SCALED
 KU0819* NAVD 88 ORTHO HEIGHT -     5.192 (meters)       17.03  (feet) ADJUSTED
 KU0819  ______________________________________________________________________
 KU0819  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 KU0819  DYNAMIC HEIGHT  -          5.190 (meters)       17.03  (feet) COMP
 KU0819  MODELED GRAVITY -    980,199.2   (mgal)                       NAVD 88
 KU0819
 KU0819  VERT ORDER      -  FIRST     CLASS II
 KU0819
 KU0819.The horizontal coordinates were scaled from a map and have
 KU0819.an estimated accuracy of +/- 6 seconds.
 KU0819
 KU0819.The orthometric height was determined by differential leveling and
 KU0819.adjusted by the NATIONAL GEODETIC SURVEY
 KU0819.in June 1991.
 KU0819
 KU0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0819.GEOID18 height accuracy estimate available here.
 KU0819
 KU0819.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK855784(NAD 83)
 KU0819
 KU0819                          SUPERSEDED SURVEY CONTROL
 KU0819
 KU0819  NGVD 29 (??/??/92)    5.548  (m)           18.20   (f) SUPERSEDED  1 2
 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
 KU0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0819.See file dsdata.pdf to determine how the superseded data were derived.
 KU0819
 KU0819_MARKER: DD = SURVEY DISK
 KU0819_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU0819+WITH SETTING: PAVEMENT
 KU0819_SP_SET: TOWER BASE
 KU0819_STAMPING: K 17 1940
 KU0819_MARK LOGO: USACE
 KU0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0819+STABILITY: SURFACE MOTION
 KU0819
 KU0819  HISTORY     - Date     Condition        Report By
 KU0819  HISTORY     - 1940     MONUMENTED       USACE
 KU0819  HISTORY     - 1952     GOOD             CGS
 KU0819  HISTORY     - 1964     MARK NOT FOUND   CGS
 KU0819  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KU0819
 KU0819                          STATION DESCRIPTION
 KU0819
 KU0819'DESCRIBED BY COAST AND 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV1707 ***********************************************************************
 KV1707  DESIGNATION -  K 18
 KV1707  PID         -  KV1707
 KV1707  STATE/COUNTY-  NJ/WARREN
 KV1707  COUNTRY     -  US
 KV1707  USGS QUAD   -  EASTON (2019)
 KV1707
 KV1707                         *CURRENT SURVEY CONTROL
 KV1707  ______________________________________________________________________
 KV1707* NAD 83(1986) POSITION- 40 39 07.     (N) 075 11 46.     (W)   SCALED
 KV1707* NAVD 88 ORTHO HEIGHT -    55.178 (meters)      181.03  (feet) ADJUSTED
 KV1707  ______________________________________________________________________
 KV1707  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 KV1707  DYNAMIC HEIGHT  -         55.151 (meters)      180.94  (feet) COMP
 KV1707  MODELED GRAVITY -    980,143.2   (mgal)                       NAVD 88
 KV1707
 KV1707  VERT ORDER      -  FIRST     CLASS I
 KV1707
 KV1707.The horizontal coordinates were scaled from a map and have
 KV1707.an estimated accuracy of +/- 6 seconds.
 KV1707
 KV1707.The orthometric height was determined by differential leveling and
 KV1707.adjusted by the NATIONAL GEODETIC SURVEY
 KV1707.in June 1991.
 KV1707
 KV1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1707.GEOID18 height accuracy estimate available here.
 KV1707
 KV1707.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL834001(NAD 83)
 KV1707
 KV1707                          SUPERSEDED SURVEY CONTROL
 KV1707
 KV1707  NGVD 29 (01/10/92)   55.409  (m)          181.79   (f) ADJUSTED    1 1
 KV1707  NGVD 29 (??/??/87)   55.407  (m)          181.78   (f) SUPERSEDED  1 1
 KV1707
 KV1707.Superseded values are not recommended for survey control.
 KV1707
 KV1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1707.See file dsdata.pdf to determine how the superseded data were derived.
 KV1707
 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 = JULY 24, 2026 22:12:30 EDT
 KV1395 ***********************************************************************
 KV1395  DESIGNATION -  K 19
 KV1395  PID         -  KV1395
 KV1395  STATE/COUNTY-  NJ/SOMERSET
 KV1395  COUNTRY     -  US
 KV1395  USGS QUAD   -  RARITAN (2019)
 KV1395
 KV1395                         *CURRENT SURVEY CONTROL
 KV1395  ______________________________________________________________________
 KV1395* NAD 83(1986) POSITION- 40 30 40.     (N) 074 43 14.     (W)   SCALED
 KV1395* NAVD 88 ORTHO HEIGHT -    28.828 (meters)       94.58  (feet) ADJUSTED
 KV1395  ______________________________________________________________________
 KV1395  GEOID HEIGHT    -        -33.568 (meters)                     GEOID18
 KV1395  DYNAMIC HEIGHT  -         28.814 (meters)       94.53  (feet) COMP
 KV1395  MODELED GRAVITY -    980,170.4   (mgal)                       NAVD 88
 KV1395
 KV1395  VERT ORDER      -  SECOND    CLASS 0
 KV1395
 KV1395.The horizontal coordinates were scaled from a map and have
 KV1395.an estimated accuracy of +/- 6 seconds.
 KV1395
 KV1395.The orthometric height was determined by differential leveling and
 KV1395.adjusted by the NATIONAL GEODETIC SURVEY
 KV1395.in June 1991.
 KV1395
 KV1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1395.GEOID18 height accuracy estimate available here.
 KV1395
 KV1395.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK236845(NAD 83)
 KV1395
 KV1395                          SUPERSEDED SURVEY CONTROL
 KV1395
 KV1395  NGVD 29 (11/26/84)   29.088  (m)           95.43   (f) ADJUSTED    2 0
 KV1395
 KV1395.Superseded values are not recommended for survey control.
 KV1395
 KV1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1395.See file dsdata.pdf to determine how the superseded data were derived.
 KV1395
 KV1395_MARKER: DB = BENCH MARK DISK
 KV1395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1395_SP_SET: COLUMN BASE
 KV1395_STAMPING: K 19 1935
 KV1395_MARK LOGO: CGS
 KV1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV0984 ***********************************************************************
 KV0984  DESIGNATION -  K 2
 KV0984  PID         -  KV0984
 KV0984  STATE/COUNTY-  NJ/MIDDLESEX
 KV0984  COUNTRY     -  US
 KV0984  USGS QUAD   -  HIGHTSTOWN (2019)
 KV0984
 KV0984                         *CURRENT SURVEY CONTROL
 KV0984  ______________________________________________________________________
 KV0984* NAD 83(1986) POSITION- 40 19 59.     (N) 074 36 10.     (W)   SCALED
 KV0984* NAVD 88 ORTHO HEIGHT -    24.126 (meters)       79.15  (feet) POSTED
 KV0984  ______________________________________________________________________
 KV0984  GEOID HEIGHT    -        -33.101 (meters)                     GEOID18
 KV0984  DYNAMIC HEIGHT  -         24.11  (meters)       79.1   (feet) COMP
 KV0984  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 KV0984
 KV0984  VERT ORDER      -  * POSTED, SEE BELOW
 KV0984
 KV0984.The horizontal coordinates were scaled from a 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
 KV0984.* This is a POSTED BENCH MARK height.
 KV0984
 KV0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0984.GEOID18 height accuracy estimate available here.
 KV0984
 KV0984.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK337647(NAD 83)
 KV0984
 KV0984                          SUPERSEDED SURVEY CONTROL
 KV0984
 KV0984  NGVD 29 (11/26/84)   24.458  (m)           80.24   (f) ADJUSTED    1 2
 KV0984
 KV0984.Superseded values are not recommended for survey control.
 KV0984
 KV0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0984.See file dsdata.pdf to determine how the superseded data were derived.
 KV0984
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0679 ***********************************************************************
 KV0679  DESIGNATION -  K 20
 KV0679  PID         -  KV0679
 KV0679  STATE/COUNTY-  NJ/ESSEX
 KV0679  COUNTRY     -  US
 KV0679  USGS QUAD   -  ORANGE (2016)
 KV0679
 KV0679                         *CURRENT SURVEY CONTROL
 KV0679  ______________________________________________________________________
 KV0679* NAD 83(1986) POSITION- 40 45 55.     (N) 074 14 42.     (W)   SCALED
 KV0679* NAVD 88 ORTHO HEIGHT -    59.659 (meters)      195.73  (feet) ADJUSTED
 KV0679  ______________________________________________________________________
 KV0679  GEOID HEIGHT    -        -32.482 (meters)                     GEOID18
 KV0679  DYNAMIC HEIGHT  -         59.634 (meters)      195.65  (feet) COMP
 KV0679  MODELED GRAVITY -    980,197.6   (mgal)                       NAVD 88
 KV0679
 KV0679  VERT ORDER      -  SECOND    CLASS 0
 KV0679
 KV0679.The horizontal coordinates were scaled from a map and have
 KV0679.an estimated accuracy of +/- 6 seconds.
 KV0679
 KV0679.The orthometric height was determined by differential leveling and
 KV0679.adjusted by the NATIONAL GEODETIC SURVEY
 KV0679.in June 1991.
 KV0679
 KV0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0679.GEOID18 height accuracy estimate available here.
 KV0679
 KV0679.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL637129(NAD 83)
 KV0679
 KV0679                          SUPERSEDED SURVEY CONTROL
 KV0679
 KV0679  NGVD 29 (11/26/84)   59.972  (m)          196.76   (f) ADJUSTED    2 0
 KV0679
 KV0679.Superseded values are not recommended for survey control.
 KV0679
 KV0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0679.See file dsdata.pdf to determine how the superseded data were derived.
 KV0679
 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 = JULY 24, 2026 22:12:30 EDT
 KV1252 ***********************************************************************
 KV1252  DESIGNATION -  K 22
 KV1252  PID         -  KV1252
 KV1252  STATE/COUNTY-  NJ/WARREN
 KV1252  COUNTRY     -  US
 KV1252  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1252
 KV1252                         *CURRENT SURVEY CONTROL
 KV1252  ______________________________________________________________________
 KV1252* NAD 83(1986) POSITION- 40 51 30.     (N) 074 50 59.     (W)   SCALED
 KV1252* NAVD 88 ORTHO HEIGHT -   232.403 (meters)      762.48  (feet) ADJUSTED
 KV1252  ______________________________________________________________________
 KV1252  GEOID HEIGHT    -        -33.149 (meters)                     GEOID18
 KV1252  DYNAMIC HEIGHT  -        232.297 (meters)      762.13  (feet) COMP
 KV1252  MODELED GRAVITY -    980,160.3   (mgal)                       NAVD 88
 KV1252
 KV1252  VERT ORDER      -  SECOND    CLASS 0
 KV1252
 KV1252.The horizontal coordinates were scaled from a map and have
 KV1252.an estimated accuracy of +/- 6 seconds.
 KV1252
 KV1252.The orthometric height was determined by differential leveling and
 KV1252.adjusted by the NATIONAL GEODETIC SURVEY
 KV1252.in June 1991.
 KV1252
 KV1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1252.GEOID18 height accuracy estimate available here.
 KV1252
 KV1252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL126230(NAD 83)
 KV1252
 KV1252                          SUPERSEDED SURVEY CONTROL
 KV1252
 KV1252  NGVD 29 (11/26/84)  232.621  (m)          763.19   (f) ADJUSTED    2 0
 KV1252
 KV1252.Superseded values are not recommended for survey control.
 KV1252
 KV1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1252.See file dsdata.pdf to determine how the superseded data were derived.
 KV1252
 KV1252_MARKER: DB = BENCH MARK DISK
 KV1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1252_STAMPING: K 22 1942
 KV1252_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1604 ***********************************************************************
 KV1604  DESIGNATION -  K 23
 KV1604  PID         -  KV1604
 KV1604  STATE/COUNTY-  NJ/WARREN
 KV1604  COUNTRY     -  US
 KV1604  USGS QUAD   -  BELVIDERE (2019)
 KV1604
 KV1604                         *CURRENT SURVEY CONTROL
 KV1604  ______________________________________________________________________
 KV1604* NAD 83(1986) POSITION- 40 51 53.     (N) 075 00 39.     (W)   SCALED
 KV1604* NAVD 88 ORTHO HEIGHT -   135.665 (meters)      445.09  (feet) ADJUSTED
 KV1604  ______________________________________________________________________
 KV1604  GEOID HEIGHT    -        -33.397 (meters)                     GEOID18
 KV1604  DYNAMIC HEIGHT  -        135.604 (meters)      444.89  (feet) COMP
 KV1604  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 KV1604
 KV1604  VERT ORDER      -  SECOND    CLASS 0
 KV1604
 KV1604.The horizontal coordinates were scaled from a map and have
 KV1604.an estimated accuracy of +/- 6 seconds.
 KV1604
 KV1604.The orthometric height was determined by differential leveling and
 KV1604.adjusted by the NATIONAL GEODETIC SURVEY
 KV1604.in June 1991.
 KV1604
 KV1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1604.GEOID18 height accuracy estimate available here.
 KV1604
 KV1604.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL990237(NAD 83)
 KV1604
 KV1604                          SUPERSEDED SURVEY CONTROL
 KV1604
 KV1604  NGVD 29 (11/26/84)  135.870  (m)          445.77   (f) ADJUSTED    2 0
 KV1604
 KV1604.Superseded values are not recommended for survey control.
 KV1604
 KV1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1604.See file dsdata.pdf to determine how the superseded data were derived.
 KV1604
 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 = JULY 24, 2026 22:12:30 EDT
 KV1333 ***********************************************************************
 KV1333  DESIGNATION -  K 24
 KV1333  PID         -  KV1333
 KV1333  STATE/COUNTY-  NJ/MORRIS
 KV1333  COUNTRY     -  US
 KV1333  USGS QUAD   -  CHESTER (2019)
 KV1333
 KV1333                         *CURRENT SURVEY CONTROL
 KV1333  ______________________________________________________________________
 KV1333* NAD 83(1986) POSITION- 40 48 53.     (N) 074 43 41.     (W)   SCALED
 KV1333* NAVD 88 ORTHO HEIGHT -   181.223 (meters)      594.56  (feet) ADJUSTED
 KV1333  ______________________________________________________________________
 KV1333  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 KV1333  DYNAMIC HEIGHT  -        181.139 (meters)      594.29  (feet) COMP
 KV1333  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 KV1333
 KV1333  VERT ORDER      -  SECOND    CLASS 0
 KV1333
 KV1333.The horizontal coordinates were scaled from a map and have
 KV1333.an estimated accuracy of +/- 6 seconds.
 KV1333
 KV1333.The orthometric height was determined by differential leveling and
 KV1333.adjusted by the NATIONAL GEODETIC SURVEY
 KV1333.in June 1991.
 KV1333
 KV1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1333.GEOID18 height accuracy estimate available here.
 KV1333
 KV1333.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL229182(NAD 83)
 KV1333
 KV1333                          SUPERSEDED SURVEY CONTROL
 KV1333
 KV1333  NGVD 29 (11/26/84)  181.448  (m)          595.30   (f) ADJUSTED    2 0
 KV1333
 KV1333.Superseded values are not recommended for survey control.
 KV1333
 KV1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1333.See file dsdata.pdf to determine how the superseded data were derived.
 KV1333
 KV1333_MARKER: DB = BENCH MARK DISK
 KV1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1333_STAMPING: K 24 1942
 KV1333_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1288 ***********************************************************************
 KV1288  DESIGNATION -  K 25
 KV1288  PID         -  KV1288
 KV1288  STATE/COUNTY-  NJ/MORRIS
 KV1288  COUNTRY     -  US
 KV1288  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1288
 KV1288                         *CURRENT SURVEY CONTROL
 KV1288  ______________________________________________________________________
 KV1288* NAD 83(1986) POSITION- 40 48 17.     (N) 074 50 20.     (W)   SCALED
 KV1288* NAVD 88 ORTHO HEIGHT -   205.051 (meters)      672.74  (feet) ADJUSTED
 KV1288  ______________________________________________________________________
 KV1288  GEOID HEIGHT    -        -33.220 (meters)                     GEOID18
 KV1288  DYNAMIC HEIGHT  -        204.956 (meters)      672.43  (feet) COMP
 KV1288  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 KV1288
 KV1288  VERT ORDER      -  SECOND    CLASS 0
 KV1288
 KV1288.The horizontal coordinates were scaled from a map and have
 KV1288.an estimated accuracy of +/- 6 seconds.
 KV1288
 KV1288.The orthometric height was determined by differential leveling and
 KV1288.adjusted by the NATIONAL GEODETIC SURVEY
 KV1288.in June 1991.
 KV1288
 KV1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1288.GEOID18 height accuracy estimate available here.
 KV1288
 KV1288.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL135170(NAD 83)
 KV1288
 KV1288                          SUPERSEDED SURVEY CONTROL
 KV1288
 KV1288  NGVD 29 (11/26/84)  205.274  (m)          673.47   (f) ADJUSTED    2 0
 KV1288
 KV1288.Superseded values are not recommended for survey control.
 KV1288
 KV1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1288.See file dsdata.pdf to determine how the superseded data were derived.
 KV1288
 KV1288_MARKER: DB = BENCH MARK DISK
 KV1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1288_STAMPING: K 25 1942
 KV1288_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1175 ***********************************************************************
 KV1175  DESIGNATION -  K 26
 KV1175  PID         -  KV1175
 KV1175  STATE/COUNTY-  NJ/SOMERSET
 KV1175  COUNTRY     -  US
 KV1175  USGS QUAD   -  BOUND BROOK (2019)
 KV1175
 KV1175                         *CURRENT SURVEY CONTROL
 KV1175  ______________________________________________________________________
 KV1175* NAD 83(1986) POSITION- 40 33 33.     (N) 074 33 52.     (W)   SCALED
 KV1175* NAVD 88 ORTHO HEIGHT -    16.669 (meters)       54.69  (feet) ADJUSTED
 KV1175  ______________________________________________________________________
 KV1175  GEOID HEIGHT    -        -33.240 (meters)                     GEOID18
 KV1175  DYNAMIC HEIGHT  -         16.662 (meters)       54.67  (feet) COMP
 KV1175  MODELED GRAVITY -    980,176.8   (mgal)                       NAVD 88
 KV1175
 KV1175  VERT ORDER      -  FIRST     CLASS II
 KV1175
 KV1175.The horizontal coordinates were scaled from a map and have
 KV1175.an estimated accuracy of +/- 6 seconds.
 KV1175
 KV1175.The orthometric height was determined by differential leveling and
 KV1175.adjusted by the NATIONAL GEODETIC SURVEY
 KV1175.in June 1991.
 KV1175
 KV1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1175.GEOID18 height accuracy estimate available here.
 KV1175
 KV1175.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK368899(NAD 83)
 KV1175
 KV1175                          SUPERSEDED SURVEY CONTROL
 KV1175
 KV1175  NGVD 29 (11/26/84)   16.950  (m)           55.61   (f) ADJUSTED    1 2
 KV1175
 KV1175.Superseded values are not recommended for survey control.
 KV1175
 KV1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1175.See file dsdata.pdf to determine how the superseded data were derived.
 KV1175
 KV1175_MARKER: DB = BENCH MARK DISK
 KV1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1175_STAMPING: K 26 1942
 KV1175_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1507 ***********************************************************************
 KV1507  DESIGNATION -  K 28
 KV1507  PID         -  KV1507
 KV1507  STATE/COUNTY-  NJ/HUNTERDON
 KV1507  COUNTRY     -  US
 KV1507  USGS QUAD   -  HIGH BRIDGE (2016)
 KV1507
 KV1507                         *CURRENT SURVEY CONTROL
 KV1507  ______________________________________________________________________
 KV1507* NAD 83(1986) POSITION- 40 41 39.61   (N) 074 59 34.50   (W)   HD_HELD1
 KV1507* NAVD 88 ORTHO HEIGHT -   138.657 (meters)      454.91  (feet) ADJUSTED
 KV1507  ______________________________________________________________________
 KV1507  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 KV1507  DYNAMIC HEIGHT  -        138.592 (meters)      454.70  (feet) COMP
 KV1507  MODELED GRAVITY -    980,149.9   (mgal)                       NAVD 88
 KV1507
 KV1507  VERT ORDER      -  FIRST     CLASS II
 KV1507
 KV1507.The horizontal coordinates were determined by differentially corrected
 KV1507.hand held GPS observations or other comparable positioning techniques
 KV1507.and have an estimated accuracy of +/- 3 meters.
 KV1507
 KV1507.The orthometric height was determined by differential leveling and
 KV1507.adjusted by the NATIONAL GEODETIC SURVEY
 KV1507.in June 1991.
 KV1507
 KV1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1507.GEOID18 height accuracy estimate available here.
 KV1507
 KV1507.Click photographs - Photos may exist for this station.
 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       -   206,723.5     108,341.5     MT  (+/- 3 meters HH1 GPS) 
 KV1507
 KV1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0059804826(NAD 83)
 KV1507
 KV1507                          SUPERSEDED SURVEY CONTROL
 KV1507
 KV1507  NGVD 29 (11/26/84)  138.887  (m)          455.67   (f) ADJUSTED    1 2
 KV1507
 KV1507.Superseded values are not recommended for survey control.
 KV1507
 KV1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1507.See file dsdata.pdf to determine how the superseded data were derived.
 KV1507
 KV1507_MARKER: DB = BENCH MARK DISK
 KV1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1507_SP_SET: BRIDGE
 KV1507_STAMPING: K 28 1942
 KV1507_MARK LOGO: CGS
 KV1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1507+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2020
 KV1507
 KV1507  HISTORY     - Date     Condition        Report By
 KV1507  HISTORY     - 1942     MONUMENTED       CGS
 KV1507  HISTORY     - 20081209 GOOD             GEOCAC
 KV1507  HISTORY     - 20200203 GOOD             NJGS
 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.
 KV1507
 KV1507                          STATION RECOVERY (2008)
 KV1507
 KV1507'RECOVERY NOTE BY GEOCACHING 2008 (ABH)
 KV1507'RECOVERED   THIS WAS THE ONLY BRIDGE WITHIN .3 MILES OF COORDINATES.
 KV1507'USED A METAL DETECTOR TO FIND IT UNDER CONCRETE. CHIPPED HALF INCH OF
 KV1507'POINTED CEMENT OFF THE TOP OF THE BRIDGE TO UNCOVER BENCHMARK.
 KV1507'
 KV1507'PICTURE UNDER KV1507 BENCHMARK AT GEOCACHING.COM
 KV1507
 KV1507                          STATION RECOVERY (2020)
 KV1507
 KV1507'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV1507'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST-NORTHEAST OF
 KV1507'BLOOMSBURY, 5.4 MI (8.7 KM) WEST-NORTHWEST OF HIGH BRIDGE AND 4.5 MI
 KV1507'(7.2 KM) SOUTH OF WASHINGTON.
 KV1507'
 KV1507'TO REACH FROM RIVER ROAD, TAKE IRON BRIDGE ROAD SOUTHEAST TO CENTRAL
 KV1507'RAILROAD.  GO 0.65 MI (1.05 KM) NORTHEAST ALONG THE TRACKS TO THE
 KV1507'MONUMENT ON THE LEFT.
 KV1507'
 KV1507'IT IS SET IN THE TOP OF STONE BRIDGE WALL ABOUT FOUR FEET LOWER THAN
 KV1507'THE TRACKS, 114 FT (34.7 M) NORTHEAST OF THE CENTER OF THE LAST DRIVE
 KV1507'LEADING TO A TWO STORY FARM HOUSE, 95 FT (29.0 M) NORTHEAST OF OVER
 KV1507'HEAD WIRES THAT SUPPLY THE FARM HOUSE ON THE SOUTH SIDE OF THE TRACKS
 KV1507'AND 13.5 FT (4.1 M) NORTHWEST OF THE NORTHWEST TRACK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1382 ***********************************************************************
 KV1382  DESIGNATION -  K 29
 KV1382  PID         -  KV1382
 KV1382  STATE/COUNTY-  NJ/HUNTERDON
 KV1382  COUNTRY     -  US
 KV1382  USGS QUAD   -  FLEMINGTON (2019)
 KV1382
 KV1382                         *CURRENT SURVEY CONTROL
 KV1382  ______________________________________________________________________
 KV1382* NAD 83(1986) POSITION- 40 34 11.     (N) 074 48 50.     (W)   SCALED
 KV1382* NAVD 88 ORTHO HEIGHT -    56.726 (meters)      186.11  (feet) ADJUSTED
 KV1382  ______________________________________________________________________
 KV1382  GEOID HEIGHT    -        -33.675 (meters)                     GEOID18
 KV1382  DYNAMIC HEIGHT  -         56.700 (meters)      186.02  (feet) COMP
 KV1382  MODELED GRAVITY -    980,168.7   (mgal)                       NAVD 88
 KV1382
 KV1382  VERT ORDER      -  SECOND    CLASS 0
 KV1382
 KV1382.The horizontal coordinates were scaled from a map and have
 KV1382.an estimated accuracy of +/- 6 seconds.
 KV1382
 KV1382.The orthometric height was determined by differential leveling and
 KV1382.adjusted by the NATIONAL GEODETIC SURVEY
 KV1382.in June 1991.
 KV1382
 KV1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1382.GEOID18 height accuracy estimate available here.
 KV1382
 KV1382.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK157910(NAD 83)
 KV1382
 KV1382                          SUPERSEDED SURVEY CONTROL
 KV1382
 KV1382  NGVD 29 (11/26/84)   56.974  (m)          186.92   (f) ADJUSTED    2 0
 KV1382
 KV1382.Superseded values are not recommended for survey control.
 KV1382
 KV1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1382.See file dsdata.pdf to determine how the superseded data were derived.
 KV1382
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0773 ***********************************************************************
 LY0773  DESIGNATION -  K 30
 LY0773  PID         -  LY0773
 LY0773  STATE/COUNTY-  NJ/SUSSEX
 LY0773  COUNTRY     -  US
 LY0773  USGS QUAD   -  NEWTON WEST (2019)
 LY0773
 LY0773                         *CURRENT SURVEY CONTROL
 LY0773  ______________________________________________________________________
 LY0773* NAD 83(1986) POSITION- 41 05 16.7    (N) 074 49 37.0    (W)   HD_HELD2
 LY0773* NAVD 88 ORTHO HEIGHT -   161.943 (meters)      531.31  (feet) ADJUSTED
 LY0773  ______________________________________________________________________
 LY0773  GEOID HEIGHT    -        -32.791 (meters)                     GEOID18
 LY0773  DYNAMIC HEIGHT  -        161.871 (meters)      531.07  (feet) COMP
 LY0773  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 LY0773
 LY0773  VERT ORDER      -  SECOND    CLASS 0
 LY0773
 LY0773.The horizontal coordinates were established by autonomous hand held GPS
 LY0773.observations and have an estimated accuracy of +/- 10 meters.
 LY0773
 LY0773.The orthometric height was determined by differential leveling and
 LY0773.adjusted by the NATIONAL GEODETIC SURVEY
 LY0773.in June 1991.
 LY0773
 LY0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0773.GEOID18 height accuracy estimate available here.
 LY0773
 LY0773.Click photographs - Photos may exist for this station.
 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       -   250,368.      122,532.      MT  (+/- 10 meters HH2 GPS)
 LY0773
 LY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1453448537(NAD 83)
 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
 LY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0773.See file dsdata.pdf to determine how the superseded data were derived.
 LY0773
 LY0773_MARKER: DB = BENCH MARK DISK
 LY0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0773_SP_SET: BRIDGE
 LY0773_STAMPING: K 30 1942
 LY0773_MARK LOGO: CGS
 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  HISTORY     - 20211001 GOOD             PROFLN
 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.
 LY0773
 LY0773                          STATION RECOVERY (2021)
 LY0773
 LY0773'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (JRO)
 LY0773'THE MARK IS JUST SOUTH OF HOUSE 1080, 2-STORY WHITE FRAME.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0482 ***********************************************************************
 LY0482  DESIGNATION -  K 31
 LY0482  PID         -  LY0482
 LY0482  STATE/COUNTY-  NJ/PASSAIC
 LY0482  COUNTRY     -  US
 LY0482  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY0482
 LY0482                         *CURRENT SURVEY CONTROL
 LY0482  ______________________________________________________________________
 LY0482* NAD 83(1986) POSITION- 41 08 25.3    (N) 074 19 21.5    (W)   HD_HELD2
 LY0482* NAVD 88 ORTHO HEIGHT -   141.369 (meters)      463.81  (feet) ADJUSTED
 LY0482  ______________________________________________________________________
 LY0482  GEOID HEIGHT    -        -32.157 (meters)                     GEOID18
 LY0482  DYNAMIC HEIGHT  -        141.310 (meters)      463.61  (feet) COMP
 LY0482  MODELED GRAVITY -    980,200.9   (mgal)                       NAVD 88
 LY0482
 LY0482  VERT ORDER      -  SECOND    CLASS 0
 LY0482
 LY0482.The horizontal coordinates were established by autonomous hand held GPS
 LY0482.observations and have an estimated accuracy of +/- 10 meters.
 LY0482
 LY0482.The orthometric height was determined by differential leveling and
 LY0482.adjusted by the NATIONAL GEODETIC SURVEY
 LY0482.in June 1991.
 LY0482
 LY0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0482.GEOID18 height accuracy estimate available here.
 LY0482
 LY0482.Click photographs - Photos may exist for this station.
 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       -   256,149.      164,889.      MT  (+/- 10 meters HH2 GPS)
 LY0482
 LY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5684654559(NAD 83)
 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
 LY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0482.See file dsdata.pdf to determine how the superseded data were derived.
 LY0482
 LY0482_MARKER: DB = BENCH MARK DISK
 LY0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0482_SP_SET: BRIDGE
 LY0482_STAMPING: K 31 1942
 LY0482_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0499 ***********************************************************************
 LY0499  DESIGNATION -  K 32
 LY0499  PID         -  LY0499
 LY0499  STATE/COUNTY-  NJ/SUSSEX
 LY0499  COUNTRY     -  US
 LY0499  USGS QUAD   -  WAWAYANDA (2019)
 LY0499
 LY0499                         *CURRENT SURVEY CONTROL
 LY0499  ______________________________________________________________________
 LY0499* NAD 83(1986) POSITION- 41 14 37.     (N) 074 28 47.     (W)   SCALED
 LY0499* NAVD 88 ORTHO HEIGHT -   135.483 (meters)      444.50  (feet) ADJUSTED
 LY0499  ______________________________________________________________________
 LY0499  GEOID HEIGHT    -        -32.302 (meters)                     GEOID18
 LY0499  DYNAMIC HEIGHT  -        135.427 (meters)      444.31  (feet) COMP
 LY0499  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 LY0499
 LY0499  VERT ORDER      -  SECOND    CLASS 0
 LY0499
 LY0499.The horizontal coordinates were scaled from a map and have
 LY0499.an estimated accuracy of +/- 6 seconds.
 LY0499
 LY0499.The orthometric height was determined by differential leveling and
 LY0499.adjusted by the NATIONAL GEODETIC SURVEY
 LY0499.in June 1991.
 LY0499
 LY0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0499.GEOID18 height accuracy estimate available here.
 LY0499
 LY0499.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL435659(NAD 83)
 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
 LY0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0499.See file dsdata.pdf to determine how the superseded data were derived.
 LY0499
 LY0499_MARKER: DB = BENCH MARK DISK
 LY0499_SETTING: 80 = SET IN A 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 = JULY 24, 2026 22:12:30 EDT
 LY0816 ***********************************************************************
 LY0816  DESIGNATION -  K 34
 LY0816  PID         -  LY0816
 LY0816  STATE/COUNTY-  NJ/SUSSEX
 LY0816  COUNTRY     -  US
 LY0816  USGS QUAD   -  PORT JERVIS SOUTH (2019)
 LY0816
 LY0816                         *CURRENT SURVEY CONTROL
 LY0816  ______________________________________________________________________
 LY0816* NAD 83(1986) POSITION- 41 15 13.     (N) 074 40 20.     (W)   SCALED
 LY0816* NAVD 88 ORTHO HEIGHT -   270.331 (meters)      886.91  (feet) ADJUSTED
 LY0816  ______________________________________________________________________
 LY0816  GEOID HEIGHT    -        -32.332 (meters)                     GEOID18
 LY0816  DYNAMIC HEIGHT  -        270.214 (meters)      886.53  (feet) COMP
 LY0816  MODELED GRAVITY -    980,184.4   (mgal)                       NAVD 88
 LY0816
 LY0816  VERT ORDER      -  SECOND    CLASS 0
 LY0816
 LY0816.The horizontal coordinates were scaled from a map and have
 LY0816.an estimated accuracy of +/- 6 seconds.
 LY0816
 LY0816.The orthometric height was determined by differential leveling and
 LY0816.adjusted by the NATIONAL GEODETIC SURVEY
 LY0816.in June 1991.
 LY0816
 LY0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0816.GEOID18 height accuracy estimate available here.
 LY0816
 LY0816.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL274669(NAD 83)
 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
 LY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0816.See file dsdata.pdf to determine how the superseded data were derived.
 LY0816
 LY0816_MARKER: DB = BENCH MARK DISK
 LY0816_SETTING: 80 = SET IN A BOULDER
 LY0816_STAMPING: K 34 1942
 LY0816_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0808 ***********************************************************************
 LY0808  DESIGNATION -  K 35
 LY0808  PID         -  LY0808
 LY0808  STATE/COUNTY-  NJ/SUSSEX
 LY0808  COUNTRY     -  US
 LY0808  USGS QUAD   -  NEWTON EAST (2019)
 LY0808
 LY0808                         *CURRENT SURVEY CONTROL
 LY0808  ______________________________________________________________________
 LY0808* NAD 83(1986) POSITION- 41 07 26.     (N) 074 43 08.     (W)   SCALED
 LY0808* NAVD 88 ORTHO HEIGHT -   156.854 (meters)      514.61  (feet) ADJUSTED
 LY0808  ______________________________________________________________________
 LY0808  GEOID HEIGHT    -        -32.643 (meters)                     GEOID18
 LY0808  DYNAMIC HEIGHT  -        156.787 (meters)      514.39  (feet) COMP
 LY0808  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 LY0808
 LY0808  VERT ORDER      -  SECOND    CLASS 0
 LY0808
 LY0808.The horizontal coordinates were scaled from a map and have
 LY0808.an estimated accuracy of +/- 6 seconds.
 LY0808
 LY0808.The orthometric height was determined by differential leveling and
 LY0808.adjusted by the NATIONAL GEODETIC SURVEY
 LY0808.in June 1991.
 LY0808
 LY0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0808.GEOID18 height accuracy estimate available here.
 LY0808
 LY0808.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL235525(NAD 83)
 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
 LY0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0808.See file dsdata.pdf to determine how the superseded data were derived.
 LY0808
 LY0808_MARKER: DB = BENCH MARK DISK
 LY0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0808_STAMPING: K 35 1942
 LY0808_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0731 ***********************************************************************
 KV0731  DESIGNATION -  K 36
 KV0731  PID         -  KV0731
 KV0731  STATE/COUNTY-  NJ/MONMOUTH
 KV0731  COUNTRY     -  US
 KV0731  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0731
 KV0731                         *CURRENT SURVEY CONTROL
 KV0731  ______________________________________________________________________
 KV0731* NAD 83(1986) POSITION- 40 25 53.     (N) 074 06 45.     (W)   SCALED
 KV0731* NAVD 88 ORTHO HEIGHT -     2.143 (meters)        7.03  (feet) ADJUSTED
 KV0731  ______________________________________________________________________
 KV0731  GEOID HEIGHT    -        -32.362 (meters)                     GEOID18
 KV0731  DYNAMIC HEIGHT  -          2.142 (meters)        7.03  (feet) COMP
 KV0731  MODELED GRAVITY -    980,219.6   (mgal)                       NAVD 88
 KV0731
 KV0731  VERT ORDER      -  FIRST     CLASS II
 KV0731
 KV0731.The horizontal coordinates were scaled from a map and have
 KV0731.an estimated accuracy of +/- 6 seconds.
 KV0731
 KV0731.The orthometric height was determined by differential leveling and
 KV0731.adjusted by the NATIONAL GEODETIC SURVEY
 KV0731.in June 1991.
 KV0731
 KV0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0731.GEOID18 height accuracy estimate available here.
 KV0731
 KV0731.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK752760(NAD 83)
 KV0731
 KV0731                          SUPERSEDED SURVEY CONTROL
 KV0731
 KV0731  NGVD 29 (04/16/92)    2.450  (m)            8.04   (f) ADJUSTED    1 2
 KV0731  NGVD 29 (??/??/87)    2.508  (m)            8.23   (f) SUPERSEDED  1 2
 KV0731
 KV0731.Superseded values are not recommended for survey control.
 KV0731
 KV0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0731.See file dsdata.pdf to determine how the superseded data were derived.
 KV0731
 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 = JULY 24, 2026 22:12:30 EDT
 KV0222 ***********************************************************************
 KV0222  DESIGNATION -  K 37
 KV0222  PID         -  KV0222
 KV0222  STATE/COUNTY-  NJ/UNION
 KV0222  COUNTRY     -  US
 KV0222  USGS QUAD   -  ARTHUR KILL (2019)
 KV0222
 KV0222                         *CURRENT SURVEY CONTROL
 KV0222  ______________________________________________________________________
 KV0222* NAD 83(1986) POSITION- 40 35 46.     (N) 074 12 24.     (W)   SCALED
 KV0222* NAVD 88 ORTHO HEIGHT -     1.573 (meters)        5.16  (feet) ADJUSTED
 KV0222  ______________________________________________________________________
 KV0222  GEOID HEIGHT    -        -32.393 (meters)                     GEOID18
 KV0222  DYNAMIC HEIGHT  -          1.572 (meters)        5.16  (feet) COMP
 KV0222  MODELED GRAVITY -    980,222.4   (mgal)                       NAVD 88
 KV0222
 KV0222  VERT ORDER      -  FIRST     CLASS II
 KV0222
 KV0222.The horizontal coordinates were scaled from a map and have
 KV0222.an estimated accuracy of +/- 6 seconds.
 KV0222
 KV0222.The orthometric height was determined by differential leveling and
 KV0222.adjusted by the NATIONAL GEODETIC SURVEY
 KV0222.in June 1991.
 KV0222
 KV0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0222.GEOID18 height accuracy estimate available here.
 KV0222
 KV0222.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK671942(NAD 83)
 KV0222
 KV0222                          SUPERSEDED SURVEY CONTROL
 KV0222
 KV0222  NGVD 29 (04/16/92)    1.896  (m)            6.22   (f) ADJUSTED    1 2
 KV0222  NGVD 29 (??/??/87)    1.912  (m)            6.27   (f) SUPERSEDED  1 2
 KV0222
 KV0222.Superseded values are not recommended for survey control.
 KV0222
 KV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0222.See file dsdata.pdf to determine how the superseded data were derived.
 KV0222
 KV0222_MARKER: DB = BENCH MARK DISK
 KV0222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0222_SP_SET: SLAB
 KV0222_STAMPING: K 37 1952
 KV0222_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0213 ***********************************************************************
 KV0213  DESIGNATION -  K 38
 KV0213  PID         -  KV0213
 KV0213  STATE/COUNTY-  NJ/MIDDLESEX
 KV0213  COUNTRY     -  US
 KV0213  USGS QUAD   -  PERTH AMBOY (2016)
 KV0213
 KV0213                         *CURRENT SURVEY CONTROL
 KV0213  ______________________________________________________________________
 KV0213* NAD 83(1986) POSITION- 40 35 45.     (N) 074 15 10.     (W)   SCALED
 KV0213* NAVD 88 ORTHO HEIGHT -     3.693 (meters)       12.12  (feet) ADJUSTED
 KV0213  ______________________________________________________________________
 KV0213  GEOID HEIGHT    -        -32.511 (meters)                     GEOID18
 KV0213  DYNAMIC HEIGHT  -          3.691 (meters)       12.11  (feet) COMP
 KV0213  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 KV0213
 KV0213  VERT ORDER      -  FIRST     CLASS II
 KV0213
 KV0213.The horizontal coordinates were scaled from a map and have
 KV0213.an estimated accuracy of +/- 6 seconds.
 KV0213
 KV0213.The orthometric height was determined by differential leveling and
 KV0213.adjusted by the NATIONAL GEODETIC SURVEY
 KV0213.in June 1991.
 KV0213
 KV0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0213.GEOID18 height accuracy estimate available here.
 KV0213
 KV0213.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK632941(NAD 83)
 KV0213
 KV0213                          SUPERSEDED SURVEY CONTROL
 KV0213
 KV0213  NGVD 29 (04/16/92)    4.014  (m)           13.17   (f) ADJUSTED    1 2
 KV0213  NGVD 29 (??/??/87)    4.033  (m)           13.23   (f) SUPERSEDED  1 2
 KV0213
 KV0213.Superseded values are not recommended for survey control.
 KV0213
 KV0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0213.See file dsdata.pdf to determine how the superseded data were derived.
 KV0213
 KV0213_MARKER: DB = BENCH MARK DISK
 KV0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0213_STAMPING: K 38 1952
 KV0213_MARK LOGO: CGS
 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  HISTORY     - 20210826 MARK NOT FOUND   NJGS
 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.
 KV0213
 KV0213                          STATION RECOVERY (2021)
 KV0213
 KV0213'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0645 ***********************************************************************
 KV0645  DESIGNATION -  K 39
 KV0645  PID         -  KV0645
 KV0645  STATE/COUNTY-  NJ/MORRIS
 KV0645  COUNTRY     -  US
 KV0645  USGS QUAD   -  MORRISTOWN (2016)
 KV0645
 KV0645                         *CURRENT SURVEY CONTROL
 KV0645  ______________________________________________________________________
 KV0645* NAD 83(1986) POSITION- 40 47 35.     (N) 074 26 05.     (W)   SCALED
 KV0645* NAVD 88 ORTHO HEIGHT -    88.598 (meters)      290.68  (feet) ADJUSTED
 KV0645  ______________________________________________________________________
 KV0645  GEOID HEIGHT    -        -32.818 (meters)                     GEOID18
 KV0645  DYNAMIC HEIGHT  -         88.560 (meters)      290.55  (feet) COMP
 KV0645  MODELED GRAVITY -    980,190.2   (mgal)                       NAVD 88
 KV0645
 KV0645  VERT ORDER      -  SECOND    CLASS 0
 KV0645
 KV0645.The horizontal coordinates were scaled from a map and have
 KV0645.an estimated accuracy of +/- 6 seconds.
 KV0645
 KV0645.The orthometric height was determined by differential leveling and
 KV0645.adjusted by the NATIONAL GEODETIC SURVEY
 KV0645.in June 1991.
 KV0645
 KV0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0645.GEOID18 height accuracy estimate available here.
 KV0645
 KV0645.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL476159(NAD 83)
 KV0645
 KV0645                          SUPERSEDED SURVEY CONTROL
 KV0645
 KV0645  NGVD 29 (11/26/84)   88.880  (m)          291.60   (f) ADJUSTED    2 0
 KV0645
 KV0645.Superseded values are not recommended for survey control.
 KV0645
 KV0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0645.See file dsdata.pdf to determine how the superseded data were derived.
 KV0645
 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 = JULY 24, 2026 22:12:30 EDT
 JU0371 ***********************************************************************
 JU0371  DESIGNATION -  K 4
 JU0371  PID         -  JU0371
 JU0371  STATE/COUNTY-  NJ/CAPE MAY
 JU0371  COUNTRY     -  US
 JU0371  USGS QUAD   -  OCEAN CITY (2019)
 JU0371
 JU0371                         *CURRENT SURVEY CONTROL
 JU0371  ______________________________________________________________________
 JU0371* NAD 83(1986) POSITION- 39 16 48.41   (N) 074 34 30.80   (W)   HD_HELD1
 JU0371* NAVD 88 ORTHO HEIGHT -     1.594 (meters)        5.23  (feet) ADJUSTED
 JU0371  ______________________________________________________________________
 JU0371  GEOID HEIGHT    -        -34.617 (meters)                     GEOID18
 JU0371  DYNAMIC HEIGHT  -          1.594 (meters)        5.23  (feet) COMP
 JU0371  MODELED GRAVITY -    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 determined by differentially corrected
 JU0371.hand held GPS observations or other comparable positioning techniques
 JU0371.and have an estimated accuracy of +/- 3 meters.
 JU0371
 JU0371.The orthometric height was determined by differential leveling and
 JU0371.adjusted by the NATIONAL GEODETIC SURVEY
 JU0371.in March 2005.
 JU0371
 JU0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0371.GEOID18 height accuracy estimate available here.
 JU0371
 JU0371.Click photographs - Photos may exist for this station.
 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
 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       -    49,597.8     143,510.2     MT  (+/- 3 meters HH1 GPS) 
 JU0371
 JU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3663647947(NAD 83)
 JU0371
 JU0371                          SUPERSEDED SURVEY CONTROL
 JU0371
 JU0371  NAVD 88 (03/01/01)    1.591  (m)            5.22   (f) SUPERSEDED  1 2
 JU0371  NAVD 88 (06/15/91)    1.602  (m)            5.26   (f) SUPERSEDED  1 1
 JU0371  NGVD 29 (04/16/92)    1.993  (m)            6.54   (f) ADJUSTED    1 1
 JU0371  NGVD 29 (01/10/92)    1.993  (m)            6.54   (f) SUPERSEDED  1 1
 JU0371  NGVD 29 (??/??/87)    2.005  (m)            6.58   (f) SUPERSEDED  1 1
 JU0371
 JU0371.Superseded values are not recommended for survey control.
 JU0371
 JU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0371.See file dsdata.pdf to determine how the superseded data were derived.
 JU0371
 JU0371_MARKER: DB = BENCH MARK DISK
 JU0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0371_SP_SET: BANK BUILDING
 JU0371_STAMPING: 6.654 K-4 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 - July 01, 2022
 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  HISTORY     - 20080411 GOOD             INDIV
 JU0371  HISTORY     - 20140804 GOOD             NJGS
 JU0371  HISTORY     - 20220701 GOOD             PROFLN
 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.
 JU0371
 JU0371                          STATION RECOVERY (2008)
 JU0371
 JU0371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HBH)
 JU0371'RECOVERED AS DESCRIBED. BUILDING IS NOW KNOWN AS CALVARY CHAPEL
 JU0371'CHILDREN'S MINISTRY.
 JU0371
 JU0371                          STATION RECOVERY (2014)
 JU0371
 JU0371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU0371'RECOVERED IN GOOD CONDITION.
 JU0371'
 JU0371'NOTE-THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF
 JU0371'PLEASANTVILLE, 3.9 MI (6.3 KM) EAST-NORTHEAST OF MARMORA AND IN THE
 JU0371'TOWN OF OCEAN CITY, NJ.
 JU0371
 JU0371                          STATION RECOVERY (2022)
 JU0371
 JU0371'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2022 (JRO)
 JU0371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1096 ***********************************************************************
 KV1096  DESIGNATION -  K 41
 KV1096  PID         -  KV1096
 KV1096  STATE/COUNTY-  NJ/MERCER
 KV1096  COUNTRY     -  US
 KV1096  USGS QUAD   -  PENNINGTON (2019)
 KV1096
 KV1096                         *CURRENT SURVEY CONTROL
 KV1096  ______________________________________________________________________
 KV1096* NAD 83(1986) POSITION- 40 16 36.     (N) 074 49 41.     (W)   SCALED
 KV1096* NAVD 88 ORTHO HEIGHT -    62.891 (meters)      206.33  (feet) ADJUSTED
 KV1096  ______________________________________________________________________
 KV1096  GEOID HEIGHT    -        -33.498 (meters)                     GEOID18
 KV1096  DYNAMIC HEIGHT  -         62.862 (meters)      206.24  (feet) COMP
 KV1096  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 KV1096
 KV1096  VERT ORDER      -  FIRST     CLASS I
 KV1096
 KV1096.The horizontal coordinates were scaled from a map and have
 KV1096.an estimated accuracy of +/- 6 seconds.
 KV1096
 KV1096.The orthometric height was determined by differential leveling and
 KV1096.adjusted by the NATIONAL GEODETIC SURVEY
 KV1096.in June 1991.
 KV1096
 KV1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1096.GEOID18 height accuracy estimate available here.
 KV1096
 KV1096.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK146584(NAD 83)
 KV1096
 KV1096                          SUPERSEDED SURVEY CONTROL
 KV1096
 KV1096  NGVD 29 (01/10/92)   63.190  (m)          207.32   (f) ADJUSTED    1 1
 KV1096  NGVD 29 (??/??/87)   63.190  (m)          207.32   (f) SUPERSEDED  1 1
 KV1096
 KV1096.Superseded values are not recommended for survey control.
 KV1096
 KV1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1096.See file dsdata.pdf to determine how the superseded data were derived.
 KV1096
 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 - February 27, 2009
 KV1096
 KV1096  HISTORY     - Date     Condition        Report By
 KV1096  HISTORY     - 1963     MONUMENTED       CGS
 KV1096  HISTORY     - 19881012 GOOD             NJGS
 KV1096  HISTORY     - 20090227 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.
 KV1096
 KV1096                          STATION RECOVERY (2009)
 KV1096
 KV1096'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 KV1096'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0795 ***********************************************************************
 KU0795  DESIGNATION -  K 5
 KU0795  PID         -  KU0795
 KU0795  STATE/COUNTY-  NJ/MONMOUTH
 KU0795  COUNTRY     -  US
 KU0795  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0795
 KU0795                         *CURRENT SURVEY CONTROL
 KU0795  ______________________________________________________________________
 KU0795* NAD 83(1986) POSITION- 40 19 14.     (N) 073 58 41.     (W)   SCALED
 KU0795* NAVD 88 ORTHO HEIGHT -     4.088 (meters)       13.41  (feet) ADJUSTED
 KU0795  ______________________________________________________________________
 KU0795  GEOID HEIGHT    -        -32.712 (meters)                     GEOID18
 KU0795  DYNAMIC HEIGHT  -          4.087 (meters)       13.41  (feet) COMP
 KU0795  MODELED GRAVITY -    980,176.6   (mgal)                       NAVD 88
 KU0795
 KU0795  VERT ORDER      -  FIRST     CLASS I
 KU0795
 KU0795.The horizontal coordinates were scaled from a map and have
 KU0795.an estimated accuracy of +/- 6 seconds.
 KU0795
 KU0795.The orthometric height was determined by differential leveling and
 KU0795.adjusted by the NATIONAL GEODETIC SURVEY
 KU0795.in June 1991.
 KU0795
 KU0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0795.GEOID18 height accuracy estimate available here.
 KU0795
 KU0795.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868638(NAD 83)
 KU0795
 KU0795                          SUPERSEDED SURVEY CONTROL
 KU0795
 KU0795  NGVD 29 (??/??/92)    4.462  (m)           14.64   (f) SUPERSEDED  1 1
 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
 KU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0795.See file dsdata.pdf to determine how the superseded data were derived.
 KU0795
 KU0795_MARKER: DB = BENCH MARK DISK
 KU0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0795_SP_SET: DOOR SILL
 KU0795_STAMPING: 14.685 K 5 1930
 KU0795_MARK LOGO: CGS
 KU0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0795
 KU0795  HISTORY     - Date     Condition        Report By
 KU0795  HISTORY     - 1930     MONUMENTED       CGS
 KU0795  HISTORY     - 1964     GOOD             CGS
 KU0795  HISTORY     - 1979     GOOD             NGS
 KU0795  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KU0795
 KU0795                          STATION DESCRIPTION
 KU0795
 KU0795'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0781 ***********************************************************************
 KV0781  DESIGNATION -  K 53
 KV0781  PID         -  KV0781
 KV0781  STATE/COUNTY-  NJ/MIDDLESEX
 KV0781  COUNTRY     -  US
 KV0781  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0781
 KV0781                         *CURRENT SURVEY CONTROL
 KV0781  ______________________________________________________________________
 KV0781* NAD 83(1986) POSITION- 40 29 18.     (N) 074 17 01.     (W)   SCALED
 KV0781* NAVD 88 ORTHO HEIGHT -     2.634 (meters)        8.64  (feet) ADJUSTED
 KV0781  ______________________________________________________________________
 KV0781  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 KV0781  DYNAMIC HEIGHT  -          2.633 (meters)        8.64  (feet) COMP
 KV0781  MODELED GRAVITY -    980,216.3   (mgal)                       NAVD 88
 KV0781
 KV0781  VERT ORDER      -  SECOND    CLASS 0
 KV0781
 KV0781.The horizontal coordinates were scaled from a map and have
 KV0781.an estimated accuracy of +/- 6 seconds.
 KV0781
 KV0781.The orthometric height was determined by differential leveling and
 KV0781.adjusted by the NATIONAL GEODETIC SURVEY
 KV0781.in June 1991.
 KV0781
 KV0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0781.GEOID18 height accuracy estimate available here.
 KV0781
 KV0781.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK607822(NAD 83)
 KV0781
 KV0781                          SUPERSEDED SURVEY CONTROL
 KV0781
 KV0781  NGVD 29 (04/16/92)    2.933  (m)            9.62   (f) ADJUSTED    2 0
 KV0781  NGVD 29 (??/??/87)    2.988  (m)            9.80   (f) SUPERSEDED  2 0
 KV0781
 KV0781.Superseded values are not recommended for survey control.
 KV0781
 KV0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0781.See file dsdata.pdf to determine how the superseded data were derived.
 KV0781
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0883 ***********************************************************************
 KV0883  DESIGNATION -  K 54
 KV0883  PID         -  KV0883
 KV0883  STATE/COUNTY-  NJ/MONMOUTH
 KV0883  COUNTRY     -  US
 KV0883  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0883
 KV0883                         *CURRENT SURVEY CONTROL
 KV0883  ______________________________________________________________________
 KV0883* NAD 83(1986) POSITION- 40 20 36.30   (N) 074 04 31.94   (W)   HD_HELD1
 KV0883* NAVD 88 ORTHO HEIGHT -    13.034 (meters)       42.76  (feet) ADJUSTED
 KV0883  ______________________________________________________________________
 KV0883  GEOID HEIGHT    -        -32.501 (meters)                     GEOID18
 KV0883  DYNAMIC HEIGHT  -         13.028 (meters)       42.74  (feet) COMP
 KV0883  MODELED GRAVITY -    980,201.8   (mgal)                       NAVD 88
 KV0883
 KV0883  VERT ORDER      -  FIRST     CLASS II
 KV0883
 KV0883.The horizontal coordinates were determined by differentially corrected
 KV0883.hand held GPS observations or other comparable positioning techniques
 KV0883.and have an estimated accuracy of +/- 3 meters.
 KV0883
 KV0883.The orthometric height was determined by differential leveling and
 KV0883.adjusted by the NATIONAL GEODETIC SURVEY
 KV0883.in June 1991.
 KV0883
 KV0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0883.GEOID18 height accuracy estimate available here.
 KV0883
 KV0883.Click photographs - Photos may exist for this station.
 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       -   167,729.3     186,060.6     MT  (+/- 3 meters HH1 GPS) 
 KV0883
 KV0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7851566284(NAD 83)
 KV0883
 KV0883                          SUPERSEDED SURVEY CONTROL
 KV0883
 KV0883  NGVD 29 (04/16/92)   13.354  (m)           43.81   (f) ADJUSTED    2 0
 KV0883  NGVD 29 (??/??/87)   13.396  (m)           43.95   (f) SUPERSEDED  2 0
 KV0883
 KV0883.Superseded values are not recommended for survey control.
 KV0883
 KV0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0883.See file dsdata.pdf to determine how the superseded data were derived.
 KV0883
 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_MARK LOGO: CGS
 KV0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0883+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2019
 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  HISTORY     - 20190103 GOOD             NJGS
 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.
 KV0883
 KV0883                          STATION RECOVERY (2019)
 KV0883
 KV0883'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 KV0883'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF ASBURY
 KV0883'PARK, 9.0 MI (14.5 KM) SOUTHEAST OF KEYPORT AND 5.1 MI (8.2 KM)
 KV0883'WEST-NORTHWEST OF LONG BRANCH, IN RED BANK.
 KV0883'
 KV0883'TO REACH FROM THE INTERSECTION OF NEWMAN SPRINGS ROAD (COUNTY ROUTE
 KV0883'520) AND SHREWSBURY AVENUE (COUNTY ROUTE 13), GO 0.4 MI (0.6 KM) NORTH
 KV0883'ON SHREWSBURY AVENUE TO THE STATION ON THE RIGHT.
 KV0883'
 KV0883'THE STATION IS SET IN THE WEST FACE OF THE BRICK WALL AT THE NORTHWEST
 KV0883'CORNER OF A BRICK BUILDING, NUMBER 49, THE RIVER STREET COMMONS
 KV0883'(FORMERLY THE RIVER STREET SCHOOL BUILDING) FRONTING THE SOUTH SIDE OF
 KV0883'RIVER STREET AND SHREWSBURY AVENUE.
 KV0883'
 KV0883'THE STATION IS 95 FT (29.0 M) NORTH OF THE NORTH CURB OF RIVER STREET,
 KV0883'62 FT (18.9 M) EAST OF THE EAST CURB OF SHREWSBURY AVENUE, 26.4 FT
 KV0883'(8.0 M) SOUTH OF THE CENTERLINE OF THE PARKING LOT ENTRANCE ROAD, 1 FT
 KV0883'(0.3 M) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, SET VERTICALLY
 KV0883'3.5 FT (1.1 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0233 ***********************************************************************
 JU0233  DESIGNATION -  K 55
 JU0233  PID         -  JU0233
 JU0233  STATE/COUNTY-  NJ/OCEAN
 JU0233  COUNTRY     -  US
 JU0233  USGS QUAD   -  TUCKERTON (2019)
 JU0233
 JU0233                         *CURRENT SURVEY CONTROL
 JU0233  ______________________________________________________________________
 JU0233* NAD 83(1986) POSITION- 39 33 21.     (N) 074 20 17.     (W)   SCALED
 JU0233* NAVD 88 ORTHO HEIGHT -     0.983 (meters)        3.23  (feet) ADJUSTED
 JU0233  ______________________________________________________________________
 JU0233  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 JU0233  DYNAMIC HEIGHT  -          0.982 (meters)        3.22  (feet) COMP
 JU0233  MODELED GRAVITY -    980,142.7   (mgal)                       NAVD 88
 JU0233
 JU0233  VERT ORDER      -  FIRST     CLASS II
 JU0233
 JU0233.The horizontal coordinates were scaled from a map and have
 JU0233.an estimated accuracy of +/- 6 seconds.
 JU0233
 JU0233.The orthometric height was determined by differential leveling and
 JU0233.adjusted by the NATIONAL GEODETIC SURVEY
 JU0233.in March 2001.
 JU0233
 JU0233.No vertical observational check was made to the station.
 JU0233
 JU0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0233.GEOID18 height accuracy estimate available here.
 JU0233
 JU0233.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ568786(NAD 83)
 JU0233
 JU0233                          SUPERSEDED SURVEY CONTROL
 JU0233
 JU0233  NAVD 88 (06/15/91)    1.087  (m)            3.57   (f) SUPERSEDED  2 0
 JU0233  NGVD 29 (11/26/84)    1.474  (m)            4.84   (f) ADJUSTED    2 0
 JU0233
 JU0233.Superseded values are not recommended for survey control.
 JU0233
 JU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0233.See file dsdata.pdf to determine how the superseded data were derived.
 JU0233
 JU0233_MARKER: DB = BENCH MARK DISK
 JU0233_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0488 ***********************************************************************
 JU0488  DESIGNATION -  K 56
 JU0488  PID         -  JU0488
 JU0488  STATE/COUNTY-  NJ/ATLANTIC
 JU0488  COUNTRY     -  US
 JU0488  USGS QUAD   -  OCEAN CITY (2019)
 JU0488
 JU0488                         *CURRENT SURVEY CONTROL
 JU0488  ______________________________________________________________________
 JU0488* NAD 83(1986) POSITION- 39 18 50.     (N) 074 33 59.     (W)   SCALED
 JU0488* NAVD 88 ORTHO HEIGHT -     1.645 (meters)        5.40  (feet) ADJUSTED
 JU0488  ______________________________________________________________________
 JU0488  GEOID HEIGHT    -        -34.481 (meters)                     GEOID18
 JU0488  DYNAMIC HEIGHT  -          1.644 (meters)        5.39  (feet) COMP
 JU0488  MODELED GRAVITY -    980,103.9   (mgal)                       NAVD 88
 JU0488
 JU0488  VERT ORDER      -  SECOND    CLASS 0
 JU0488
 JU0488.The horizontal coordinates were scaled from a map and have
 JU0488.an estimated accuracy of +/- 6 seconds.
 JU0488
 JU0488.The orthometric height was determined by differential leveling and
 JU0488.adjusted by the NATIONAL GEODETIC SURVEY
 JU0488.in June 1991.
 JU0488
 JU0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0488.GEOID18 height accuracy estimate available here.
 JU0488
 JU0488.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ373516(NAD 83)
 JU0488
 JU0488                          SUPERSEDED SURVEY CONTROL
 JU0488
 JU0488  NGVD 29 (04/16/92)    2.024  (m)            6.64   (f) ADJUSTED    2 0
 JU0488  NGVD 29 (??/??/87)    2.042  (m)            6.70   (f) SUPERSEDED  2 0
 JU0488
 JU0488.Superseded values are not recommended for survey control.
 JU0488
 JU0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0488.See file dsdata.pdf to determine how the superseded data were derived.
 JU0488
 JU0488_MARKER: DB = BENCH MARK DISK
 JU0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0488_STAMPING: K 56 1961
 JU0488_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0513 ***********************************************************************
 JU0513  DESIGNATION -  K 57
 JU0513  PID         -  JU0513
 JU0513  STATE/COUNTY-  NJ/ATLANTIC
 JU0513  COUNTRY     -  US
 JU0513  USGS QUAD   -  MAYS LANDING (2019)
 JU0513
 JU0513                         *CURRENT SURVEY CONTROL
 JU0513  ______________________________________________________________________
 JU0513* NAD 83(1986) POSITION- 39 27 43.90   (N) 074 43 20.83   (W)   HD_HELD1
 JU0513* NAVD 88 ORTHO HEIGHT -     6.300 (meters)       20.67  (feet) ADJUSTED
 JU0513  ______________________________________________________________________
 JU0513  GEOID HEIGHT    -        -33.885 (meters)                     GEOID18
 JU0513  DYNAMIC HEIGHT  -          6.297 (meters)       20.66  (feet) COMP
 JU0513  MODELED GRAVITY -    980,122.4   (mgal)                       NAVD 88
 JU0513
 JU0513  VERT ORDER      -  FIRST     CLASS I
 JU0513
 JU0513.The horizontal coordinates were determined by differentially corrected
 JU0513.hand held GPS observations or other comparable positioning techniques
 JU0513.and have an estimated accuracy of +/- 3 meters.
 JU0513
 JU0513.The orthometric height was determined by differential leveling and
 JU0513.adjusted by the NATIONAL GEODETIC SURVEY
 JU0513.in June 1991.
 JU0513
 JU0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0513.GEOID18 height accuracy estimate available here.
 JU0513
 JU0513.Click photographs - Photos may exist for this station.
 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       -    69,831.7     130,857.6     MT  (+/- 3 meters HH1 GPS) 
 JU0513
 JU0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2387668105(NAD 83)
 JU0513
 JU0513                          SUPERSEDED SURVEY CONTROL
 JU0513
 JU0513  NGVD 29 (01/10/92)    6.683  (m)           21.93   (f) ADJUSTED    1 2
 JU0513  NGVD 29 (??/??/87)    6.683  (m)           21.93   (f) SUPERSEDED  1 2
 JU0513
 JU0513.Superseded values are not recommended for survey control.
 JU0513
 JU0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0513.See file dsdata.pdf to determine how the superseded data were derived.
 JU0513
 JU0513_MARKER: DB = BENCH MARK DISK
 JU0513_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0513+WITH SETTING: PAVEMENT
 JU0513_SP_SET: FLAGPOLE BASE
 JU0513_STAMPING: K 57 1961
 JU0513_MARK LOGO: CGS
 JU0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - May 15, 2018
 JU0513
 JU0513  HISTORY     - Date     Condition        Report By
 JU0513  HISTORY     - 1961     MONUMENTED       CGS
 JU0513  HISTORY     - 19900713 GOOD             NJGS
 JU0513  HISTORY     - 20040708 GOOD             GEOCAC
 JU0513  HISTORY     - 20060906 GOOD             NJGS
 JU0513  HISTORY     - 20110317 GOOD             INDIV
 JU0513  HISTORY     - 20140207 GOOD             BASE9
 JU0513  HISTORY     - 20180515 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 JU0513
 JU0513                          STATION RECOVERY (2006)
 JU0513
 JU0513'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU0513'RECOVERED AS DESCRIBED.
 JU0513
 JU0513                          STATION RECOVERY (2011)
 JU0513
 JU0513'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU0513'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE STATION IS IN
 JU0513'THE EAST CORNER OF THE FLAGPOLE BASE AND IS 62 FT SOUTHEAST OF THE
 JU0513'EAST CORNER OF THE ONE STORY BRICK BUILDING.
 JU0513
 JU0513                          STATION RECOVERY (2014)
 JU0513
 JU0513'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 JU0513'RECOVERED IN GOOD CONDITION.
 JU0513
 JU0513                          STATION RECOVERY (2018)
 JU0513
 JU0513'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU0513'THE STATION IS ON THE EAST-NORTHEAST CORNER OF THE FLAGPOLE BASE, 30.4
 JU0513'M (99.7 FT) WEST-NORTHWEST OF THE CENTERLINE NEW JERSEY STATE ROUTE
 JU0513'50, 23.3 M (76.4 FT) WEST-NORTHWEST OF UTILITY POLE P4047, 18.9 M
 JU0513'(62.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF BRICK BUILDING
 JU0513'(CURRENTLY THE VFW) AND 0.8 M (2.6 FT) EAST-NORTHEAST OF THE FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0419 ***********************************************************************
 JU0419  DESIGNATION -  K 58
 JU0419  PID         -  JU0419
 JU0419  STATE/COUNTY-  NJ/CAPE MAY
 JU0419  COUNTRY     -  US
 JU0419  USGS QUAD   -  STONE HARBOR (2019)
 JU0419
 JU0419                         *CURRENT SURVEY CONTROL
 JU0419  ______________________________________________________________________
 JU0419* NAD 83(1986) POSITION- 39 04 59.0    (N) 074 49 32.5    (W)   HD_HELD2
 JU0419* NAVD 88 ORTHO HEIGHT -     5.707 (meters)       18.72  (feet) ADJUSTED
 JU0419  ______________________________________________________________________
 JU0419  GEOID HEIGHT    -        -35.181 (meters)                     GEOID18
 JU0419  DYNAMIC HEIGHT  -          5.704 (meters)       18.71  (feet) COMP
 JU0419  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 JU0419
 JU0419  VERT ORDER      -  FIRST     CLASS II
 JU0419
 JU0419.The horizontal coordinates were established by autonomous hand held GPS
 JU0419.observations and have an estimated accuracy of +/- 10 meters.
 JU0419
 JU0419.The orthometric height was determined by differential leveling and
 JU0419.adjusted by the NATIONAL GEODETIC SURVEY
 JU0419.in March 2001.
 JU0419
 JU0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0419.GEOID18 height accuracy estimate available here.
 JU0419
 JU0419.Click photographs - Photos may exist for this station.
 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       -    27,771.      121,822.      MT  (+/- 10 meters HH2 GPS)
 JU0419
 JU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1507526007(NAD 83)
 JU0419
 JU0419                          SUPERSEDED SURVEY CONTROL
 JU0419
 JU0419  NAVD 88 (06/15/91)    5.715  (m)           18.75   (f) SUPERSEDED  1 2
 JU0419  NGVD 29 (04/16/92)    6.115  (m)           20.06   (f) ADJUSTED    1 2
 JU0419  NGVD 29 (01/10/92)    6.115  (m)           20.06   (f) SUPERSEDED  1 2
 JU0419  NGVD 29 (??/??/87)    6.127  (m)           20.10   (f) SUPERSEDED  1 2
 JU0419
 JU0419.Superseded values are not recommended for survey control.
 JU0419
 JU0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0419.See file dsdata.pdf to determine how the superseded data were derived.
 JU0419
 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 - July 09, 2009
 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  HISTORY     - 20090709 GOOD             NJGS
 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.
 JU0419
 JU0419                          STATION RECOVERY (2009)
 JU0419
 JU0419'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 JU0419'THE STATION WAS RECOVERED AT THIS TIME.
 JU0419'
 JU0419'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, CAPE MAY COURT HOUSE.
 JU0419'
 JU0419'THE STATION IS 0.1 MI (0.2 KM) NORTHWEST ON MECHANIC STREET FROM THE
 JU0419'JUNCTION OF NORTH MAIN STREET (US HIGHWAY 9).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0991 ***********************************************************************
 JU0991  DESIGNATION -  K 59
 JU0991  PID         -  JU0991
 JU0991  STATE/COUNTY-  NJ/CUMBERLAND
 JU0991  COUNTRY     -  US
 JU0991  USGS QUAD   -  MILLVILLE (2019)
 JU0991
 JU0991                         *CURRENT SURVEY CONTROL
 JU0991  ______________________________________________________________________
 JU0991* NAD 83(1986) POSITION- 39 23 11.64   (N) 075 03 28.86   (W)   HD_HELD1
 JU0991* NAVD 88 ORTHO HEIGHT -    16.939 (meters)       55.57  (feet) ADJUSTED
 JU0991  ______________________________________________________________________
 JU0991  GEOID HEIGHT    -        -33.919 (meters)                     GEOID18
 JU0991  DYNAMIC HEIGHT  -         16.930 (meters)       55.54  (feet) COMP
 JU0991  MODELED GRAVITY -    980,122.8   (mgal)                       NAVD 88
 JU0991
 JU0991  VERT ORDER      -  SECOND    CLASS 0
 JU0991
 JU0991.The horizontal coordinates were determined by differentially corrected
 JU0991.hand held GPS observations or other comparable positioning techniques
 JU0991.and have an estimated accuracy of +/- 3 meters.
 JU0991
 JU0991.The orthometric height was determined by differential leveling and
 JU0991.adjusted by the NATIONAL GEODETIC SURVEY
 JU0991.in June 1991.
 JU0991
 JU0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0991.GEOID18 height accuracy estimate available here.
 JU0991
 JU0991.Click photographs - Photos may exist for this station.
 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       -    61,561.0     101,929.8     MT  (+/- 3 meters HH1 GPS) 
 JU0991
 JU0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9500359677(NAD 83)
 JU0991
 JU0991                          SUPERSEDED SURVEY CONTROL
 JU0991
 JU0991  NGVD 29 (04/16/92)   17.270  (m)           56.66   (f) ADJUSTED    2 0
 JU0991  NGVD 29 (??/??/87)   17.340  (m)           56.89   (f) SUPERSEDED  2 0
 JU0991
 JU0991.Superseded values are not recommended for survey control.
 JU0991
 JU0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0991.See file dsdata.pdf to determine how the superseded data were derived.
 JU0991
 JU0991_MARKER: DB = BENCH MARK DISK
 JU0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0991_STAMPING: K 59 1961
 JU0991_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0043 ***********************************************************************
 JU0043  DESIGNATION -  K 6
 JU0043  PID         -  JU0043
 JU0043  STATE/COUNTY-  NJ/OCEAN
 JU0043  COUNTRY     -  US
 JU0043  USGS QUAD   -  TOMS RIVER (2019)
 JU0043
 JU0043                         *CURRENT SURVEY CONTROL
 JU0043  ______________________________________________________________________
 JU0043* NAD 83(1986) POSITION- 39 55 34.     (N) 074 08 21.     (W)   SCALED
 JU0043* NAVD 88 ORTHO HEIGHT -     1.794 (meters)        5.89  (feet) ADJUSTED
 JU0043  ______________________________________________________________________
 JU0043  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 JU0043  DYNAMIC HEIGHT  -          1.793 (meters)        5.88  (feet) COMP
 JU0043  MODELED GRAVITY -    980,162.1   (mgal)                       NAVD 88
 JU0043
 JU0043  VERT ORDER      -  FIRST     CLASS I
 JU0043
 JU0043.The horizontal coordinates were scaled from a map and have
 JU0043.an estimated accuracy of +/- 6 seconds.
 JU0043
 JU0043.The orthometric height was determined by differential leveling and
 JU0043.adjusted by the NATIONAL GEODETIC SURVEY
 JU0043.in June 1991.
 JU0043
 JU0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0043.GEOID18 height accuracy estimate available here.
 JU0043
 JU0043.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK735199(NAD 83)
 JU0043
 JU0043                          SUPERSEDED SURVEY CONTROL
 JU0043
 JU0043  NGVD 29 (04/16/92)    2.156  (m)            7.07   (f) ADJUSTED    1 1
 JU0043  NGVD 29 (??/??/87)    2.168  (m)            7.11   (f) SUPERSEDED  1 1
 JU0043
 JU0043.Superseded values are not recommended for survey control.
 JU0043
 JU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0043.See file dsdata.pdf to determine how the superseded data were derived.
 JU0043
 JU0043_STAMPING: K 6 1930 7.224
 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  HISTORY     - 20191213 MARK NOT FOUND   NJGS
 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.
 JU0043
 JU0043                          STATION RECOVERY (2019)
 JU0043
 JU0043'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 JU0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0460 ***********************************************************************
 KV0460  DESIGNATION -  K 62
 KV0460  PID         -  KV0460
 KV0460  STATE/COUNTY-  NJ/HUDSON
 KV0460  COUNTRY     -  US
 KV0460  USGS QUAD   -  WEEHAWKEN (2016)
 KV0460
 KV0460                         *CURRENT SURVEY CONTROL
 KV0460  ______________________________________________________________________
 KV0460* NAD 83(1986) POSITION- 40 46 44.     (N) 074 03 35.     (W)   SCALED
 KV0460* NAVD 88 ORTHO HEIGHT -    16.257 (meters)       53.34  (feet) ADJUSTED
 KV0460  ______________________________________________________________________
 KV0460  GEOID HEIGHT    -        -31.965 (meters)                     GEOID18
 KV0460  DYNAMIC HEIGHT  -         16.250 (meters)       53.31  (feet) COMP
 KV0460  MODELED GRAVITY -    980,239.2   (mgal)                       NAVD 88
 KV0460
 KV0460  VERT ORDER      -  SECOND    CLASS 0
 KV0460
 KV0460.The horizontal coordinates were scaled from a map and have
 KV0460.an estimated accuracy of +/- 6 seconds.
 KV0460
 KV0460.The orthometric height was determined by differential leveling and
 KV0460.adjusted by the NATIONAL GEODETIC SURVEY
 KV0460.in June 1991.
 KV0460
 KV0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0460.GEOID18 height accuracy estimate available here.
 KV0460
 KV0460.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL793146(NAD 83)
 KV0460
 KV0460                          SUPERSEDED SURVEY CONTROL
 KV0460
 KV0460  NGVD 29 (11/26/84)   16.590  (m)           54.43   (f) ADJUSTED    2 0
 KV0460
 KV0460.Superseded values are not recommended for survey control.
 KV0460
 KV0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0460.See file dsdata.pdf to determine how the superseded data were derived.
 KV0460
 KV0460_MARKER: DB = BENCH MARK DISK
 KV0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0460_SP_SET: BUILDING
 KV0460_STAMPING: K 62 1962
 KV0460_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0703 ***********************************************************************
 JU0703  DESIGNATION -  K 63
 JU0703  PID         -  JU0703
 JU0703  STATE/COUNTY-  NJ/CAMDEN
 JU0703  COUNTRY     -  US
 JU0703  USGS QUAD   -  CAMDEN (2019)
 JU0703
 JU0703                         *CURRENT SURVEY CONTROL
 JU0703  ______________________________________________________________________
 JU0703* NAD 83(1986) POSITION- 39 54 07.7    (N) 075 04 55.1    (W)   HD_HELD2
 JU0703* NAVD 88 ORTHO HEIGHT -     8.149 (meters)       26.74  (feet) ADJUSTED
 JU0703  ______________________________________________________________________
 JU0703  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 JU0703  DYNAMIC HEIGHT  -          8.146 (meters)       26.73  (feet) COMP
 JU0703  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 JU0703
 JU0703  VERT ORDER      -  FIRST     CLASS I
 JU0703
 JU0703.The horizontal coordinates were established by autonomous hand held GPS
 JU0703.observations and have an estimated accuracy of +/- 10 meters.
 JU0703
 JU0703.The orthometric height was determined by differential leveling and
 JU0703.adjusted by the NATIONAL GEODETIC SURVEY
 JU0703.in June 1991.
 JU0703
 JU0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0703.GEOID18 height accuracy estimate available here.
 JU0703
 JU0703.Click photographs - Photos may exist for this station.
 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       -   118,812.      100,237.      MT  (+/- 10 meters HH2 GPS)
 JU0703
 JU0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9299216898(NAD 83)
 JU0703
 JU0703                          SUPERSEDED SURVEY CONTROL
 JU0703
 JU0703  NGVD 29 (11/26/84)    8.494  (m)           27.87   (f) ADJUSTED    1 1
 JU0703
 JU0703.Superseded values are not recommended for survey control.
 JU0703
 JU0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0703.See file dsdata.pdf to determine how the superseded data were derived.
 JU0703
 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_MARK LOGO: CGS
 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  HISTORY     - 20080627 MARK NOT FOUND   UE
 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.
 JU0703
 JU0703                          STATION RECOVERY (2008)
 JU0703
 JU0703'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0703'DESTROYED. DISK HAD BEEN BROKEN OFF. STEM STILL REMAINS IN DRILL HOLE
 JU0703'ON TOP OF ABUTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0538 ***********************************************************************
 JU0538  DESIGNATION -  K 64
 JU0538  PID         -  JU0538
 JU0538  STATE/COUNTY-  NJ/ATLANTIC
 JU0538  COUNTRY     -  US
 JU0538  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0538
 JU0538                         *CURRENT SURVEY CONTROL
 JU0538  ______________________________________________________________________
 JU0538* NAD 83(1986) POSITION- 39 25 25.     (N) 074 30 06.     (W)   SCALED
 JU0538* NAVD 88 ORTHO HEIGHT -     9.337 (meters)       30.63  (feet) ADJUSTED
 JU0538  ______________________________________________________________________
 JU0538  GEOID HEIGHT    -        -34.053 (meters)                     GEOID18
 JU0538  DYNAMIC HEIGHT  -          9.332 (meters)       30.62  (feet) COMP
 JU0538  MODELED GRAVITY -    980,119.7   (mgal)                       NAVD 88
 JU0538
 JU0538  VERT ORDER      -  FIRST     CLASS I
 JU0538
 JU0538.The horizontal coordinates were scaled from a map and have
 JU0538.an estimated accuracy of +/- 6 seconds.
 JU0538
 JU0538.The orthometric height was determined by differential leveling and
 JU0538.adjusted by the NATIONAL GEODETIC SURVEY
 JU0538.in June 1991.
 JU0538
 JU0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0538.GEOID18 height accuracy estimate available here.
 JU0538
 JU0538.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ428639(NAD 83)
 JU0538
 JU0538                          SUPERSEDED SURVEY CONTROL
 JU0538
 JU0538  NGVD 29 (11/26/84)    9.727  (m)           31.91   (f) ADJUSTED    1 1
 JU0538
 JU0538.Superseded values are not recommended for survey control.
 JU0538
 JU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0538.See file dsdata.pdf to determine how the superseded data were derived.
 JU0538
 JU0538_MARKER: DB = BENCH MARK DISK
 JU0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0538_SP_SET: OVERPASS
 JU0538_STAMPING: K 64 1963
 JU0538_MARK LOGO: CGS
 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  HISTORY     - 20100923 MARK NOT FOUND   NJGS
 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.
 JU0538
 JU0538                          STATION RECOVERY (2010)
 JU0538
 JU0538'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU0538'DISK REMOVED, STEM FOUND AT LOCATION. STATION CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0354 ***********************************************************************
 JU0354  DESIGNATION -  K 65
 JU0354  PID         -  JU0354
 JU0354  STATE/COUNTY-  NJ/ATLANTIC
 JU0354  COUNTRY     -  US
 JU0354  USGS QUAD   -  OCEAN CITY (2019)
 JU0354
 JU0354                         *CURRENT SURVEY CONTROL
 JU0354  ______________________________________________________________________
 JU0354* NAD 83(1986) POSITION- 39 21 31.     (N) 074 34 05.     (W)   SCALED
 JU0354* NAVD 88 ORTHO HEIGHT -     9.269 (meters)       30.41  (feet) ADJUSTED
 JU0354  ______________________________________________________________________
 JU0354  GEOID HEIGHT    -        -34.272 (meters)                     GEOID18
 JU0354  DYNAMIC HEIGHT  -          9.265 (meters)       30.40  (feet) COMP
 JU0354  MODELED GRAVITY -    980,111.2   (mgal)                       NAVD 88
 JU0354
 JU0354  VERT ORDER      -  FIRST     CLASS I
 JU0354
 JU0354.The horizontal coordinates were scaled from a map and have
 JU0354.an estimated accuracy of +/- 6 seconds.
 JU0354
 JU0354.The orthometric height was determined by differential leveling and
 JU0354.adjusted by the NATIONAL GEODETIC SURVEY
 JU0354.in June 1991.
 JU0354
 JU0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0354.GEOID18 height accuracy estimate available here.
 JU0354
 JU0354.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ372566(NAD 83)
 JU0354
 JU0354                          SUPERSEDED SURVEY CONTROL
 JU0354
 JU0354  NGVD 29 (04/16/92)    9.665  (m)           31.71   (f) ADJUSTED    1 1
 JU0354  NGVD 29 (01/10/92)    9.665  (m)           31.71   (f) SUPERSEDED  1 1
 JU0354  NGVD 29 (??/??/87)    9.665  (m)           31.71   (f) SUPERSEDED  1 1
 JU0354
 JU0354.Superseded values are not recommended for survey control.
 JU0354
 JU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0354.See file dsdata.pdf to determine how the superseded data were derived.
 JU0354
 JU0354_MARKER: DB = BENCH MARK DISK
 JU0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0354_STAMPING: K 65 1964
 JU0354_MARK LOGO: CGS
 JU0354_PROJECTION: FLUSH
 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  HISTORY     - 20100602 GOOD             BANC
 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.
 JU0354
 JU0354                          STATION RECOVERY (2010)
 JU0354
 JU0354'RECOVERY NOTE BY BANC 3 2010 (JR)
 JU0354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0081 ***********************************************************************
 JU0081  DESIGNATION -  K 67
 JU0081  PID         -  JU0081
 JU0081  STATE/COUNTY-  NJ/OCEAN
 JU0081  COUNTRY     -  US
 JU0081  USGS QUAD   -  WEST CREEK (2019)
 JU0081
 JU0081                         *CURRENT SURVEY CONTROL
 JU0081  ______________________________________________________________________
 JU0081* NAD 83(1986) POSITION- 39 41 27.28   (N) 074 15 49.58   (W)   HD_HELD1
 JU0081* NAVD 88 ORTHO HEIGHT -    10.844 (meters)       35.58  (feet) ADJUSTED
 JU0081  ______________________________________________________________________
 JU0081  GEOID HEIGHT    -        -33.261 (meters)                     GEOID18
 JU0081  DYNAMIC HEIGHT  -         10.839 (meters)       35.56  (feet) COMP
 JU0081  MODELED GRAVITY -    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 determined by differentially corrected
 JU0081.hand held GPS observations or other comparable positioning techniques
 JU0081.and have an estimated accuracy of +/- 3 meters.
 JU0081
 JU0081.The orthometric height was determined by differential leveling and
 JU0081.adjusted by the NATIONAL GEODETIC SURVEY
 JU0081.in June 1991.
 JU0081
 JU0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0081.GEOID18 height accuracy estimate available here.
 JU0081
 JU0081.Click photographs - Photos may exist for this station.
 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
 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       -    95,225.9     170,261.0     MT  (+/- 3 meters HH1 GPS) 
 JU0081
 JU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6312693711(NAD 83)
 JU0081
 JU0081                          SUPERSEDED SURVEY CONTROL
 JU0081
 JU0081  NGVD 29 (04/16/92)   11.226  (m)           36.83   (f) ADJUSTED    1 1
 JU0081  NGVD 29 (01/10/92)   11.226  (m)           36.83   (f) SUPERSEDED  1 1
 JU0081  NGVD 29 (??/??/87)   11.226  (m)           36.83   (f) SUPERSEDED  1 1
 JU0081
 JU0081.Superseded values are not recommended for survey control.
 JU0081
 JU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0081.See file dsdata.pdf to determine how the superseded data were derived.
 JU0081
 JU0081_MARKER: DB = BENCH MARK DISK
 JU0081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0081_STAMPING: K 67 1964
 JU0081_MARK LOGO: CGS
 JU0081_PROJECTION: PROJECTING 15 CENTIMETERS
 JU0081_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0081+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2025
 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     - 19941010 GOOD             USPSQD
 JU0081  HISTORY     - 19950131 GOOD             NJGS
 JU0081  HISTORY     - 20141001 GOOD             NJGS
 JU0081  HISTORY     - 20190115 GOOD             NJGS
 JU0081  HISTORY     - 20250909 GOOD             AAAS
 JU0081
 JU0081                          STATION DESCRIPTION
 JU0081
 JU0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 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 (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'THE TILE PIPE PROTECTING THE MARK IS MISSING, THE STATON NOW
 JU0081'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND THE DISK ITSELF IS
 JU0081'SLIGHTLY BENT.
 JU0081
 JU0081                          STATION RECOVERY (2014)
 JU0081
 JU0081'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 JU0081'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST FROM
 JU0081'BROOKVILLE, 5.5 MI (8.8 KM) NORTHWEST FROM SHIP BOTTOM, 4.5 MI (7.2
 JU0081'KM) NORTH-NORTHEAST FROM WEST CREEK AND IN THE TOWNSHIP OF STAFFORD ON
 JU0081'THE NORTHWEST SIDE OF U.S.HIGHWAY 9, WITHIN THE BOUNDARY OF AN
 JU0081'OVERHEAD ELECTRIC TRANSMISSION LINE EASEMENT FOR THE ATLANTIC CITY
 JU0081'ELECTRIC COMPANY ADJACENT TO THE GREENWOOD CEMETERY.
 JU0081'
 JU0081'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 72 AND U.S.
 JU0081'HIGHWAY 9, GO SOUTHWEST ON U.S. HIGHWAY 9 FOR ABOUT 0.30 MI (0.5 KM)
 JU0081'TO THE GREENWOOD CEMETERY AND THE STATION ON THE RIGHT, PROJECTING 0.5
 JU0081'FT (15 CM) ABOVE THE GROUND AT THE SOUTH CORNER OF THE CEMETERY.
 JU0081'
 JU0081'THE STATION IS 30.1 FT (9.2 M) NORTHWEST FROM THE CENTERLINE OF U.S.
 JU0081'HIGHWAY 9, 22.2 FT (6.8 M) NORTH FROM WOOD UTILITY POLE NUMBER P
 JU0081'21993, 1.0 FT (0.3 M) SOUTHWEST FROM AND NORMAL TO A 4 FT (1.2 M)
 JU0081'CHAIN LINK FENCE ALONG THE SOUTH LINE OF THE CEMETERY AND 1.0 FT (0.3
 JU0081'M) SOUTHEAST FROM A METAL POST WITH WITNESS SIGN ATTACHED.
 JU0081
 JU0081                          STATION RECOVERY (2019)
 JU0081
 JU0081'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU0081'RECOVERED IN GOOD CONDITION.
 JU0081
 JU0081                          STATION RECOVERY (2025)
 JU0081
 JU0081'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 JU0081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0047 ***********************************************************************
 JU0047  DESIGNATION -  K 68
 JU0047  PID         -  JU0047
 JU0047  STATE/COUNTY-  NJ/OCEAN
 JU0047  COUNTRY     -  US
 JU0047  USGS QUAD   -  TOMS RIVER (2019)
 JU0047
 JU0047                         *CURRENT SURVEY CONTROL
 JU0047  ______________________________________________________________________
 JU0047* NAD 83(1986) POSITION- 39 54 04.     (N) 074 09 20.     (W)   SCALED
 JU0047* NAVD 88 ORTHO HEIGHT -     3.871 (meters)       12.70  (feet) ADJUSTED
 JU0047  ______________________________________________________________________
 JU0047  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 JU0047  DYNAMIC HEIGHT  -          3.869 (meters)       12.69  (feet) COMP
 JU0047  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 JU0047
 JU0047  VERT ORDER      -  FIRST     CLASS I
 JU0047
 JU0047.The horizontal coordinates were scaled from a map and have
 JU0047.an estimated accuracy of +/- 6 seconds.
 JU0047
 JU0047.The orthometric height was determined by differential leveling and
 JU0047.adjusted by the NATIONAL GEODETIC SURVEY
 JU0047.in June 1991.
 JU0047
 JU0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0047.GEOID18 height accuracy estimate available here.
 JU0047
 JU0047.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK721171(NAD 83)
 JU0047
 JU0047                          SUPERSEDED SURVEY CONTROL
 JU0047
 JU0047  NGVD 29 (04/16/92)    4.235  (m)           13.89   (f) ADJUSTED    1 1
 JU0047  NGVD 29 (??/??/87)    4.244  (m)           13.92   (f) SUPERSEDED  1 1
 JU0047
 JU0047.Superseded values are not recommended for survey control.
 JU0047
 JU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0047.See file dsdata.pdf to determine how the superseded data were derived.
 JU0047
 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  HISTORY     - 20091009 MARK NOT FOUND   INDIV
 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.
 JU0047
 JU0047                          STATION RECOVERY (2009)
 JU0047
 JU0047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JMD)
 JU0047'THE FOOT BRIDGE NO LONGER EXISTS. THERE IS A NEW HIGHWAY BRIDGE AT
 JU0047'THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0855 ***********************************************************************
 KV0855  DESIGNATION -  K 69
 KV0855  PID         -  KV0855
 KV0855  STATE/COUNTY-  NJ/OCEAN
 KV0855  COUNTRY     -  US
 KV0855  USGS QUAD   -  POINT PLEASANT (2019)
 KV0855
 KV0855                         *CURRENT SURVEY CONTROL
 KV0855  ______________________________________________________________________
 KV0855* NAD 83(1986) POSITION- 40 03 38.     (N) 074 02 50.     (W)   SCALED
 KV0855* NAVD 88 ORTHO HEIGHT -     1.621 (meters)        5.32  (feet) ADJUSTED
 KV0855  ______________________________________________________________________
 KV0855  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 KV0855  DYNAMIC HEIGHT  -          1.620 (meters)        5.32  (feet) COMP
 KV0855  MODELED GRAVITY -    980,158.3   (mgal)                       NAVD 88
 KV0855
 KV0855  VERT ORDER      -  FIRST     CLASS I
 KV0855
 KV0855.The horizontal coordinates were scaled from a map and have
 KV0855.an estimated accuracy of +/- 6 seconds.
 KV0855
 KV0855.The orthometric height was determined by differential leveling and
 KV0855.adjusted by the NATIONAL GEODETIC SURVEY
 KV0855.in June 1991.
 KV0855
 KV0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0855.GEOID18 height accuracy estimate available here.
 KV0855
 KV0855.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812349(NAD 83)
 KV0855
 KV0855                          SUPERSEDED SURVEY CONTROL
 KV0855
 KV0855  NGVD 29 (04/16/92)    1.961  (m)            6.43   (f) ADJUSTED    1 1
 KV0855  NGVD 29 (01/10/92)    1.961  (m)            6.43   (f) SUPERSEDED  1 1
 KV0855  NGVD 29 (??/??/87)    1.993  (m)            6.54   (f) SUPERSEDED  1 1
 KV0855
 KV0855.Superseded values are not recommended for survey control.
 KV0855
 KV0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0855.See file dsdata.pdf to determine how the superseded data were derived.
 KV0855
 KV0855_STAMPING: K 69 1964
 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  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 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.
 KV0855
 KV0855                          STATION RECOVERY (2015)
 KV0855
 KV0855'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0855'THE STRUCTURE, PUMPING STATION, INTO WHICH THE STATION WAS SET HAS
 KV0855'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0194 ***********************************************************************
 JU0194  DESIGNATION -  K 7
 JU0194  PID         -  JU0194
 JU0194  STATE/COUNTY-  NJ/OCEAN
 JU0194  COUNTRY     -  US
 JU0194  USGS QUAD   -  BEACH HAVEN (2019)
 JU0194
 JU0194                         *CURRENT SURVEY CONTROL
 JU0194  ______________________________________________________________________
 JU0194* NAD 83(1986) POSITION- 39 35 10.     (N) 074 13 26.     (W)   SCALED
 JU0194* NAVD 88 ORTHO HEIGHT -     1.510 (meters)        4.95  (feet) ADJUSTED
 JU0194  ______________________________________________________________________
 JU0194  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 JU0194  DYNAMIC HEIGHT  -          1.510 (meters)        4.95  (feet) COMP
 JU0194  MODELED GRAVITY -    980,140.6   (mgal)                       NAVD 88
 JU0194
 JU0194  VERT ORDER      -  FIRST     CLASS I
 JU0194
 JU0194.The horizontal coordinates were scaled from a map and have
 JU0194.an estimated accuracy of +/- 6 seconds.
 JU0194
 JU0194.The orthometric height was determined by differential leveling and
 JU0194.adjusted by the NATIONAL GEODETIC SURVEY
 JU0194.in April 1997.
 JU0194
 JU0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0194.GEOID18 height accuracy estimate available here.
 JU0194
 JU0194.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ666821(NAD 83)
 JU0194
 JU0194                          SUPERSEDED SURVEY CONTROL
 JU0194
 JU0194  NAVD 88 (06/15/91)    1.533  (m)            5.03   (f) SUPERSEDED  1 1
 JU0194  NGVD 29 (11/26/84)    1.915  (m)            6.28   (f) ADJUSTED    1 1
 JU0194
 JU0194.Superseded values are not recommended for survey control.
 JU0194
 JU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0194.See file dsdata.pdf to determine how the superseded data were derived.
 JU0194
 JU0194_STAMPING: K 7 1930 6.545
 JU0194_MARK LOGO: CGS
 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  HISTORY     - 20190319 MARK NOT FOUND   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.
 JU0194
 JU0194                          STATION RECOVERY (2019)
 JU0194
 JU0194'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU0194'THE OLD STANDPIPE WATER TANK HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0720 ***********************************************************************
 KV0720  DESIGNATION -  K 70
 KV0720  PID         -  KV0720
 KV0720  STATE/COUNTY-  NJ/MONMOUTH
 KV0720  COUNTRY     -  US
 KV0720  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0720
 KV0720                         *CURRENT SURVEY CONTROL
 KV0720  ______________________________________________________________________
 KV0720* NAD 83(1986) POSITION- 40 24 22.41   (N) 074 00 41.13   (W)   HD_HELD1
 KV0720* NAVD 88 ORTHO HEIGHT -    38.727 (meters)      127.06  (feet) ADJUSTED
 KV0720  ______________________________________________________________________
 KV0720  GEOID HEIGHT    -        -32.527 (meters)                     GEOID18
 KV0720  DYNAMIC HEIGHT  -         38.710 (meters)      127.00  (feet) COMP
 KV0720  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 KV0720
 KV0720  VERT ORDER      -  FIRST     CLASS II
 KV0720
 KV0720.The horizontal coordinates were determined by differentially corrected
 KV0720.hand held GPS observations or other comparable positioning techniques
 KV0720.and have an estimated accuracy of +/- 3 meters.
 KV0720
 KV0720.The orthometric height was determined by differential leveling and
 KV0720.adjusted by the NATIONAL GEODETIC SURVEY
 KV0720.in July 2020.
 KV0720
 KV0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0720.GEOID18 height accuracy estimate available here.
 KV0720
 KV0720.Click photographs - Photos may exist for this station.
 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       -   174,731.1     191,469.0     MT  (+/- 3 meters HH1 GPS) 
 KV0720
 KV0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8388273314(NAD 83)
 KV0720
 KV0720                          SUPERSEDED SURVEY CONTROL
 KV0720
 KV0720  NAVD 88 (06/15/91)   38.731  (m)          127.07   (f) SUPERSEDED  1 2
 KV0720  NGVD 29 (01/10/92)   39.050  (m)          128.12   (f) ADJUSTED    1 2
 KV0720  NGVD 29 (??/??/87)   39.099  (m)          128.28   (f) SUPERSEDED  1 2
 KV0720
 KV0720.Superseded values are not recommended for survey control.
 KV0720
 KV0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0720.See file dsdata.pdf to determine how the superseded data were derived.
 KV0720
 KV0720_MARKER: DB = BENCH MARK DISK
 KV0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0720_STAMPING: K 70 1964
 KV0720_MARK LOGO: CGS
 KV0720_PROJECTION: FLUSH
 KV0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0720+STABILITY: SURFACE MOTION
 KV0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0720+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 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  HISTORY     - 20180925 GOOD             NJGS
 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.
 KV0720
 KV0720                          STATION RECOVERY (2018)
 KV0720
 KV0720'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 KV0720'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) NORTH OF ASBURY PARK, 10.1
 KV0720'MI (16.3 KM) EAST OF KEYPORT AND 7.1 MI (11.4 KM) NORTH OF LONG
 KV0720'BRANCH, IN MIDDLETOWN TOWNSHIP.
 KV0720'
 KV0720'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND
 KV0720'ORCHARD AVENUE (COUNTY ROUTE 8)/NAVESINK AVENUE (COUNTY ROUTE 8B), GO
 KV0720'0.35 MI (0.56 KM) WEST ON NEW JERSEY STATE ROUTE 36 TO THE STATION ON
 KV0720'THE RIGHT.
 KV0720'
 KV0720'THE STATION IS 217 FT (66.1 M) WEST-NORTHWEST OF BEAMAN BOULEVARD
 KV0720'(ENTRANCE TO CLEARWATER FIELD), 26.4 FT (8.0 M) NORTH OF THE
 KV0720'CENTERLINE OF THE WEST-BOUND LANE OF NEW JERSEY STATE ROUTE, 25.8 FT
 KV0720'(7.9 M) EAST OF THE EAST END OF A DRAINAGE CULVERT, 10.5 FT (3.2 M)
 KV0720'SOUTH OF THE NORTH EDGE OF BANK, 2.4 FT (0.7 M) EAST OF POWER LINE
 KV0720'POLE NUMBER BT 5385 MDT, 1.8 FT (0.5 M) NORTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0033 ***********************************************************************
 KV0033  DESIGNATION -  K 71
 KV0033  PID         -  KV0033
 KV0033  STATE/COUNTY-  NJ/MIDDLESEX
 KV0033  COUNTRY     -  US
 KV0033  USGS QUAD   -  PERTH AMBOY (2016)
 KV0033
 KV0033                         *CURRENT SURVEY CONTROL
 KV0033  ______________________________________________________________________
 KV0033* NAD 83(1986) POSITION- 40 35 10.1    (N) 074 17 33.1    (W)   HD_HELD2
 KV0033* NAVD 88 ORTHO HEIGHT -    16.856 (meters)       55.30  (feet) ADJUSTED
 KV0033  ______________________________________________________________________
 KV0033  GEOID HEIGHT    -        -32.606 (meters)                     GEOID18
 KV0033  DYNAMIC HEIGHT  -         16.849 (meters)       55.28  (feet) COMP
 KV0033  MODELED GRAVITY -    980,211.2   (mgal)                       NAVD 88
 KV0033
 KV0033  VERT ORDER      -  FIRST     CLASS I
 KV0033
 KV0033.The horizontal coordinates were established by autonomous hand held GPS
 KV0033.observations and have an estimated accuracy of +/- 10 meters.
 KV0033
 KV0033.The orthometric height was determined by differential leveling and
 KV0033.adjusted by the NATIONAL GEODETIC SURVEY
 KV0033.in June 1991.
 KV0033
 KV0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0033.GEOID18 height accuracy estimate available here.
 KV0033
 KV0033.Click photographs - Photos may exist for this station.
 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       -   194,614.      167,563.      MT  (+/- 10 meters HH2 GPS)
 KV0033
 KV0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5987093056(NAD 83)
 KV0033
 KV0033                          SUPERSEDED SURVEY CONTROL
 KV0033
 KV0033  NGVD 29 (04/16/92)   17.172  (m)           56.34   (f) ADJUSTED    1 1
 KV0033  NGVD 29 (??/??/87)   17.197  (m)           56.42   (f) SUPERSEDED  1 1
 KV0033
 KV0033.Superseded values are not recommended for survey control.
 KV0033
 KV0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0033.See file dsdata.pdf to determine how the superseded data were derived.
 KV0033
 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'RECOVERED IN GOOD CONDITION.
 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 = JULY 24, 2026 22:12:30 EDT
 KV0647 ***********************************************************************
 KV0647  DESIGNATION -  K 72
 KV0647  PID         -  KV0647
 KV0647  STATE/COUNTY-  NJ/MORRIS
 KV0647  COUNTRY     -  US
 KV0647  USGS QUAD   -  MORRISTOWN (2016)
 KV0647
 KV0647                         *CURRENT SURVEY CONTROL
 KV0647  ______________________________________________________________________
 KV0647* NAD 83(1986) POSITION- 40 47 50.     (N) 074 25 32.     (W)   SCALED
 KV0647* NAVD 88 ORTHO HEIGHT -    55.286 (meters)      181.38  (feet) ADJUSTED
 KV0647  ______________________________________________________________________
 KV0647  GEOID HEIGHT    -        -32.805 (meters)                     GEOID18
 KV0647  DYNAMIC HEIGHT  -         55.261 (meters)      181.30  (feet) COMP
 KV0647  MODELED GRAVITY -    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 map and have
 KV0647.an estimated accuracy of +/- 6 seconds.
 KV0647
 KV0647.The orthometric height was determined by differential leveling and
 KV0647.adjusted by the NATIONAL GEODETIC SURVEY
 KV0647.in June 1991.
 KV0647
 KV0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0647.GEOID18 height accuracy estimate available here.
 KV0647
 KV0647.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL484164(NAD 83)
 KV0647
 KV0647                          SUPERSEDED SURVEY CONTROL
 KV0647
 KV0647  NGVD 29 (11/26/84)   55.568  (m)          182.31   (f) ADJUSTED    2 0
 KV0647
 KV0647.Superseded values are not recommended for survey control.
 KV0647
 KV0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0647.See file dsdata.pdf to determine how the superseded data were derived.
 KV0647
 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 = JULY 24, 2026 22:12:30 EDT
 KV0967 ***********************************************************************
 KV0967  DESIGNATION -  K 73
 KV0967  PID         -  KV0967
 KV0967  STATE/COUNTY-  NJ/MIDDLESEX
 KV0967  COUNTRY     -  US
 KV0967  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0967
 KV0967                         *CURRENT SURVEY CONTROL
 KV0967  ______________________________________________________________________
 KV0967* NAD 83(1986) POSITION- 40 24 21.52   (N) 074 22 32.46   (W)   HD_HELD1
 KV0967* NAVD 88 ORTHO HEIGHT -     7.417 (meters)       24.33  (feet) ADJUSTED
 KV0967  ______________________________________________________________________
 KV0967  GEOID HEIGHT    -        -32.619 (meters)                     GEOID18
 KV0967  DYNAMIC HEIGHT  -          7.414 (meters)       24.32  (feet) COMP
 KV0967  MODELED GRAVITY -    980,200.0   (mgal)                       NAVD 88
 KV0967
 KV0967  VERT ORDER      -  FIRST     CLASS II
 KV0967
 KV0967.The horizontal coordinates were determined by differentially corrected
 KV0967.hand held GPS observations or other comparable positioning techniques
 KV0967.and have an estimated accuracy of +/- 3 meters.
 KV0967
 KV0967.The orthometric height was determined by differential leveling and
 KV0967.adjusted by the NATIONAL GEODETIC SURVEY
 KV0967.in February 2016.
 KV0967
 KV0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0967.GEOID18 height accuracy estimate available here.
 KV0967
 KV0967.Click photographs - Photos may exist for this station.
 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       -   174,596.5     160,551.7     MT  (+/- 3 meters HH1 GPS) 
 KV0967
 KV0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5297473005(NAD 83)
 KV0967
 KV0967                          SUPERSEDED SURVEY CONTROL
 KV0967
 KV0967  NAVD 88 (06/15/91)    7.419  (m)           24.34   (f) SUPERSEDED  1 2
 KV0967  NGVD 29 (??/??/92)    7.779  (m)           25.52   (f) SUPERSEDED  1 2
 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
 KV0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0967.See file dsdata.pdf to determine how the superseded data were derived.
 KV0967
 KV0967_MARKER: DV = VERTICAL CONTROL 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 - March 17, 2015
 KV0967
 KV0967  HISTORY     - Date     Condition        Report By
 KV0967  HISTORY     - 1974     MONUMENTED       NGS
 KV0967  HISTORY     - 20020723 GOOD             NJGS
 KV0967  HISTORY     - 20150317 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'
 KV0967
 KV0967                          STATION RECOVERY (2015)
 KV0967
 KV0967'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0967'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF NEW
 KV0967'BRUNSWICK, 6.7 MI (10.8 KM) SOUTHWEST OF SOUTH AMBOY AND 5.0 MI (8.0
 KV0967'KM) NORTHEAST OF JAMESBURG, IN EAST BRUNSWICK TOWNSHIP, NEAR THE
 KV0967'BORDER WITH SPOTSWOOD.
 KV0967'
 KV0967'TO REACH FROM THE END OF THE NEW JERSEY STATE HIGHWAY 18 BRIDGE OVER
 KV0967'MAIN STREET (COUNTY ROUTE 615), GO 0.7 MI (1.1 KM) SOUTH-SOUTHWEST ON
 KV0967'ROUTE 615 TO THE STATION ON THE LEFT, 51 FT (15.5 M) SOUTHWEST OF THE
 KV0967'CENTERLINE EXTENDED OF THE T-JUNCTION WITH CLEVELAND AVENUE, STATION
 KV0967'IS  IS IN A WOODED AREA SOUTH-SOUTHWEST OF THE CLEVELAND AVENUE SEWAGE
 KV0967'PUMPING STATION.
 KV0967'
 KV0967'IT IS 17.4 M (57.1 FT) SOUTHEAST OF POLE NUMBER JC26EBW G85-1, 16.5 M
 KV0967'(54.1 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 15.6 M (51.2
 KV0967'FT) SOUTHEAST OF THE CENTERLINE OF ROUTE 615.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1130 ***********************************************************************
 KV1130  DESIGNATION -  K 74
 KV1130  PID         -  KV1130
 KV1130  STATE/COUNTY-  NJ/MERCER
 KV1130  COUNTRY     -  US
 KV1130  USGS QUAD   -  ALLENTOWN (2016)
 KV1130
 KV1130                         *CURRENT SURVEY CONTROL
 KV1130  ______________________________________________________________________
 KV1130* NAD 83(2011) POSITION- 40 13 51.54297(N) 074 35 44.94796(W)   ADJUSTED
 KV1130* NAD 83(2011) ELLIP HT-    -0.926 (meters)        (06/27/12)   ADJUSTED
 KV1130* NAD 83(2011) EPOCH   -  2010.00
 KV1130* NAVD 88 ORTHO HEIGHT -    31.856 (meters)      104.51  (feet) ADJUSTED
 KV1130  ______________________________________________________________________
 KV1130  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 KV1130  NAD 83(2011) X  -  1,295,242.824 (meters)                     COMP
 KV1130  NAD 83(2011) Y  - -4,701,009.451 (meters)                     COMP
 KV1130  NAD 83(2011) Z  -  4,097,599.009 (meters)                     COMP
 KV1130  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC18
 KV1130  DYNAMIC HEIGHT  -         31.843 (meters)      104.47  (feet) COMP
 KV1130  MODELED GRAVITY -    980,197.2   (mgal)                       NAVD 88
 KV1130
 KV1130  VERT ORDER      -  FIRST     CLASS II
 KV1130
 KV1130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1130  Standards:
 KV1130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1130  -------------------------------------------------------------------
 KV1130  NETWORK    0.44   0.65           0.20   0.15   0.33      0.10632837
 KV1130  -------------------------------------------------------------------
 KV1130  Click here for local accuracies and other accuracy information.
 KV1130
 KV1130.The horizontal coordinates were established by GPS observations
 KV1130.and adjusted by the National Geodetic Survey in June 2012.
 KV1130
 KV1130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1130.been affixed to the stable North American tectonic plate. See 
 KV1130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1130
 KV1130.The horizontal coordinates are valid at the epoch date displayed above
 KV1130.which is a decimal equivalence of Year/Month/Day.
 KV1130
 KV1130.The orthometric height was determined by differential leveling and
 KV1130.adjusted by the NATIONAL GEODETIC SURVEY
 KV1130.in April 2015.
 KV1130
 KV1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1130.GEOID18 height accuracy estimate available here.
 KV1130
 KV1130.Click photographs - Photos may exist for this station.
 KV1130
 KV1130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1130
 KV1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1130
 KV1130.The ellipsoidal height was determined by GPS observations
 KV1130.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1130
 KV1130;                    North         East     Units Scale Factor Converg.
 KV1130;SPC NJ       -   155,164.001   141,846.108   MT  0.99990082   -0 03 42.8
 KV1130;SPC NJ       -   509,067.23    465,373.44   sFT  0.99990082   -0 03 42.8
 KV1130;UTM  18      - 4,453,473.044   534,384.297   MT  0.99961455   +0 15 39.8
 KV1130
 KV1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1130!SPC NJ       -   1.00000015  x   0.99990082  =   0.99990097
 KV1130!UTM  18      -   1.00000015  x   0.99961455  =   0.99961470
 KV1130
 KV1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3438453473(NAD 83)
 KV1130
 KV1130                          SUPERSEDED SURVEY CONTROL
 KV1130
 KV1130  NAD 83(2007)-  40 13 51.54347(N)    074 35 44.94848(W) AD(2002.00) 0
 KV1130  ELLIP H (02/10/07)   -0.923  (m)                       GP(2002.00)    
 KV1130  ELLIP H (10/23/02)   -0.902  (m)                       GP(       ) 4 1
 KV1130  NAD 83(1996)-  40 13 51.54374(N)    074 35 44.94836(W) AD(       ) 1
 KV1130  ELLIP H (05/14/99)   -0.907  (m)                       GP(       ) 4 1
 KV1130  NAD 83(1986)-  40 13 51.54356(N)    074 35 44.95101(W) AD(       ) 1
 KV1130  NAVD 88              31.84   (m)          104.5    (f) LEVELING    3  
 KV1130  NAVD 88 (06/15/91)   31.841  (m)          104.47   (f) SUPERSEDED  1 2
 KV1130  NGVD 29              32.17   (m)          105.5    (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
 KV1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1130.See file dsdata.pdf to determine how the superseded data were derived.
 KV1130
 KV1130_MARKER: DV = VERTICAL CONTROL DISK
 KV1130_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1130_STAMPING: K 74 1974
 KV1130_MARK LOGO: NGS
 KV1130_PROJECTION: PROJECTING 5 CENTIMETERS
 KV1130_MAGNETIC: I = MARKER IS A STEEL ROD
 KV1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1130+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 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  HISTORY     - 20070508 GOOD             BANC
 KV1130  HISTORY     - 20140429 GOOD             NJGS
 KV1130  HISTORY     - 20200610 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
 KV1130                          STATION RECOVERY (2007)
 KV1130
 KV1130'RECOVERY NOTE BY BANC 3 2007 (SC)
 KV1130'RECOVERED IN GOOD CONDITION.
 KV1130
 KV1130                          STATION RECOVERY (2014)
 KV1130
 KV1130'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 KV1130'RECOVERED IN GOOD CONDITION.
 KV1130'
 KV1130'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF
 KV1130'ROOSEVELT, 4.6 MI (7.4 KM) SOUTHWEST OF HIGHTSTOWN AND 3.7 MI (6.0 KM)
 KV1130'NORTH OF ALLENTOWN, IN ROBBINSVILLE TOWNSHIP.
 KV1130
 KV1130                          STATION RECOVERY (2020)
 KV1130
 KV1130'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 KV1130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1156 ***********************************************************************
 KV1156  DESIGNATION -  K 75
 KV1156  PID         -  KV1156
 KV1156  STATE/COUNTY-  NJ/BURLINGTON
 KV1156  COUNTRY     -  US
 KV1156  USGS QUAD   -  BRISTOL (2019)
 KV1156
 KV1156                         *CURRENT SURVEY CONTROL
 KV1156  ______________________________________________________________________
 KV1156* NAD 83(1986) POSITION- 40 05 08.     (N) 074 49 56.     (W)   SCALED
 KV1156* NAVD 88 ORTHO HEIGHT -     9.327 (meters)       30.60  (feet) ADJUSTED
 KV1156  ______________________________________________________________________
 KV1156  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 KV1156  DYNAMIC HEIGHT  -          9.323 (meters)       30.59  (feet) COMP
 KV1156  MODELED GRAVITY -    980,193.8   (mgal)                       NAVD 88
 KV1156
 KV1156  VERT ORDER      -  FIRST     CLASS II
 KV1156
 KV1156.The horizontal coordinates were scaled from a map and have
 KV1156.an estimated accuracy of +/- 6 seconds.
 KV1156
 KV1156.The orthometric height was determined by differential leveling and
 KV1156.adjusted by the NATIONAL GEODETIC SURVEY
 KV1156.in June 1991.
 KV1156
 KV1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1156.GEOID18 height accuracy estimate available here.
 KV1156
 KV1156.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK143372(NAD 83)
 KV1156
 KV1156                          SUPERSEDED SURVEY CONTROL
 KV1156
 KV1156  NGVD 29 (??/??/92)    9.682  (m)           31.77   (f) SUPERSEDED  1 2
 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
 KV1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1156.See file dsdata.pdf to determine how the superseded data were derived.
 KV1156
 KV1156_MARKER: DV = VERTICAL CONTROL DISK
 KV1156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU0686 ***********************************************************************
 JU0686  DESIGNATION -  K 76
 JU0686  PID         -  JU0686
 JU0686  STATE/COUNTY-  NJ/CAMDEN
 JU0686  COUNTRY     -  US
 JU0686  USGS QUAD   -  CAMDEN (2019)
 JU0686
 JU0686                         *CURRENT SURVEY CONTROL
 JU0686  ______________________________________________________________________
 JU0686* NAD 83(2011) POSITION- 39 59 38.89816(N) 075 01 57.99751(W)   ADJUSTED
 JU0686* NAD 83(2011) ELLIP HT-   -27.499 (meters)        (06/27/12)   ADJUSTED
 JU0686* NAD 83(2011) EPOCH   -  2010.00
 JU0686* NAVD 88 ORTHO HEIGHT -     5.399 (meters)       17.71  (feet) ADJUSTED
 JU0686  ______________________________________________________________________
 JU0686  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 JU0686  NAD 83(2011) X  -  1,263,724.712 (meters)                     COMP
 JU0686  NAD 83(2011) Y  - -4,727,100.066 (meters)                     COMP
 JU0686  NAD 83(2011) Z  -  4,077,469.302 (meters)                     COMP
 JU0686  LAPLACE CORR    -          2.52  (seconds)                    DEFLEC18
 JU0686  DYNAMIC HEIGHT  -          5.397 (meters)       17.71  (feet) COMP
 JU0686  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 JU0686
 JU0686  VERT ORDER      -  FIRST     CLASS II
 JU0686
 JU0686  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0686  Standards:
 JU0686         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0686            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0686  -------------------------------------------------------------------
 JU0686  NETWORK    0.31   0.59           0.14   0.11   0.30     -0.01435397
 JU0686  -------------------------------------------------------------------
 JU0686  Click here for local accuracies and other accuracy information.
 JU0686
 JU0686.The horizontal coordinates were established by GPS observations
 JU0686.and adjusted by the National Geodetic Survey in June 2012.
 JU0686
 JU0686.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0686.been affixed to the stable North American tectonic plate. See 
 JU0686.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0686
 JU0686.The horizontal coordinates are valid at the epoch date displayed above
 JU0686.which is a decimal equivalence of Year/Month/Day.
 JU0686
 JU0686.The orthometric height was determined by differential leveling and
 JU0686.adjusted by the NATIONAL GEODETIC SURVEY
 JU0686.in June 1991.
 JU0686
 JU0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0686.GEOID18 height accuracy estimate available here.
 JU0686
 JU0686.Click photographs - Photos may exist for this station.
 JU0686
 JU0686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0686
 JU0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0686
 JU0686.The ellipsoidal height was determined by GPS observations
 JU0686.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0686
 JU0686;                    North         East     Units Scale Factor Converg.
 JU0686;SPC NJ       -   128,999.581   104,504.654   MT  0.99992547   -0 20 32.7
 JU0686;SPC NJ       -   423,226.13    342,862.35   sFT  0.99992547   -0 20 32.7
 JU0686;UTM  18      - 4,427,107.151   497,201.919   MT  0.99960010   -0 01 15.8
 JU0686
 JU0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0686!SPC NJ       -   1.00000431  x   0.99992547  =   0.99992978
 JU0686!UTM  18      -   1.00000431  x   0.99960010  =   0.99960441
 JU0686
 JU0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9720127107(NAD 83)
 JU0686
 JU0686                          SUPERSEDED SURVEY CONTROL
 JU0686
 JU0686  NAD 83(2007)-  39 59 38.89857(N)    075 01 57.99818(W) AD(2002.00) 0
 JU0686  ELLIP H (02/10/07)  -27.493  (m)                       GP(2002.00)    
 JU0686  ELLIP H (09/23/02)  -27.424  (m)                       GP(       ) 4 1
 JU0686  NAD 83(1996)-  39 59 38.89877(N)    075 01 57.99790(W) AD(       ) A
 JU0686  ELLIP H (07/24/97)  -27.436  (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)  -27.439  (m)                       GP(1996.00) 1 1
 JU0686  NAVD 88               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
 JU0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0686.See file dsdata.pdf to determine how the superseded data were derived.
 JU0686
 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 - June 21, 2010
 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  HISTORY     - 20070220 GOOD             T3GLOB
 JU0686  HISTORY     - 20070225 GOOD             UE
 JU0686  HISTORY     - 20100621 GOOD             GEOCAC
 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.
 JU0686
 JU0686                          STATION RECOVERY (2007)
 JU0686
 JU0686'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2007 (BAW)
 JU0686'RECOVERED AS DESCRIBED.
 JU0686
 JU0686                          STATION RECOVERY (2007)
 JU0686
 JU0686'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0686'RECOVERED IN GOOD CONDITION.
 JU0686
 JU0686                          STATION RECOVERY (2010)
 JU0686
 JU0686'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JU0686'MARK AND SETTING IN REASONABLY FAIR CONDITION.
 JU0686'SATELLITE VIEWS SHOULD BE REASONABLY GOOD IF YOU USE A TRIPOD TO GET
 JU0686'ANTENNA ABOVE ADJACENT BRIDGE COMPONENT.
 JU0686'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2912 ***********************************************************************
 KV2912  DESIGNATION -  K 78
 KV2912  PID         -  KV2912
 KV2912  STATE/COUNTY-  NJ/MIDDLESEX
 KV2912  COUNTRY     -  US
 KV2912  USGS QUAD   -  PLAINFIELD (2019)
 KV2912
 KV2912                         *CURRENT SURVEY CONTROL
 KV2912  ______________________________________________________________________
 KV2912* NAD 83(1986) POSITION- 40 34 55.     (N) 074 25 48.     (W)   SCALED
 KV2912* NAVD 88 ORTHO HEIGHT -    17.645 (meters)       57.89  (feet) ADJUSTED
 KV2912  ______________________________________________________________________
 KV2912  GEOID HEIGHT    -        -32.947 (meters)                     GEOID18
 KV2912  DYNAMIC HEIGHT  -         17.637 (meters)       57.86  (feet) COMP
 KV2912  MODELED GRAVITY -    980,192.8   (mgal)                       NAVD 88
 KV2912
 KV2912  VERT ORDER      -  FIRST     CLASS II
 KV2912
 KV2912.The horizontal coordinates were scaled from a map and have
 KV2912.an estimated accuracy of +/- 6 seconds.
 KV2912
 KV2912.The orthometric height was determined by differential leveling and
 KV2912.adjusted by the NATIONAL GEODETIC SURVEY
 KV2912.in April 2013.
 KV2912
 KV2912.No vertical observational check was made to the station.
 KV2912
 KV2912.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2912.GEOID18 height accuracy estimate available here.
 KV2912
 KV2912.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK482925(NAD 83)
 KV2912
 KV2912                          SUPERSEDED SURVEY CONTROL
 KV2912
 KV2912  NAVD 88 (06/15/91)   17.639  (m)           57.87   (f) SUPERSEDED  1 2
 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
 KV2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2912.See file dsdata.pdf to determine how the superseded data were derived.
 KV2912
 KV2912_MARKER: DV = VERTICAL CONTROL DISK
 KV2912_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV2912_SP_SET: BRIDGE WINGWALL
 KV2912_STAMPING: K 78 1978
 KV2912_MARK LOGO: NGS
 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 - April 27, 2010
 KV2912
 KV2912  HISTORY     - Date     Condition        Report By
 KV2912  HISTORY     - 1978     MONUMENTED       NGS
 KV2912  HISTORY     - 19971211 GOOD             NJGS
 KV2912  HISTORY     - 20100427 GOOD             NJGS
 KV2912  HISTORY     - 20120229 GOOD             JMT
 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.
 KV2912
 KV2912                          STATION RECOVERY (2010)
 KV2912
 KV2912'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV2912'RECOVERED AS DESCRIBED.
 KV2912
 KV2912                          STATION RECOVERY (2012)
 KV2912
 KV2912'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2012 (JS)
 KV2912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2344 ***********************************************************************
 JU2344  DESIGNATION -  K 79
 JU2344  PID         -  JU2344
 JU2344  STATE/COUNTY-  NJ/CAPE MAY
 JU2344  COUNTRY     -  US
 JU2344  USGS QUAD   -  STONE HARBOR (2019)
 JU2344
 JU2344                         *CURRENT SURVEY CONTROL
 JU2344  ______________________________________________________________________
 JU2344* NAD 83(1986) POSITION- 39 04 58.     (N) 074 49 32.     (W)   SCALED
 JU2344* NAVD 88 ORTHO HEIGHT -     5.328 (meters)       17.48  (feet) ADJUSTED
 JU2344  ______________________________________________________________________
 JU2344  GEOID HEIGHT    -        -35.182 (meters)                     GEOID18
 JU2344  DYNAMIC HEIGHT  -          5.325 (meters)       17.47  (feet) COMP
 JU2344  MODELED GRAVITY -    980,065.9   (mgal)                       NAVD 88
 JU2344
 JU2344  VERT ORDER      -  FIRST     CLASS II
 JU2344
 JU2344.The horizontal coordinates were scaled from a map and have
 JU2344.an estimated accuracy of +/- 6 seconds.
 JU2344
 JU2344.The orthometric height was determined by differential leveling and
 JU2344.adjusted by the NATIONAL GEODETIC SURVEY
 JU2344.in May 2012.
 JU2344
 JU2344.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2344.GEOID18 height accuracy estimate available here.
 JU2344
 JU2344.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ150259(NAD 83)
 JU2344
 JU2344                          SUPERSEDED SURVEY CONTROL
 JU2344
 JU2344  NAVD 88 (06/15/91)    5.327  (m)           17.48   (f) SUPERSEDED  1 2
 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
 JU2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2344.See file dsdata.pdf to determine how the superseded data were derived.
 JU2344
 JU2344_MARKER: F = FLANGE-ENCASED ROD
 JU2344_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2344_STAMPING: K 79 1979
 JU2344_MARK LOGO: NGS
 JU2344_PROJECTION: PROJECTING 8 CENTIMETERS
 JU2344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2344+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2009
 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  HISTORY     - 20080617 MARK NOT FOUND   UE
 JU2344  HISTORY     - 20090721 GOOD             NJGS
 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.
 JU2344
 JU2344                          STATION RECOVERY (2008)
 JU2344
 JU2344'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU2344'I POKED ALONG AREA 1.0-1.5 FEET OFF EDGE OF SIDEWALK. NOTHING THERE
 JU2344'ABOVE THE LEVEL OF THE SIDEWALK OR WITHIN AN INCH OF THE SURFACE OF
 JU2344'THE GROUND.
 JU2344
 JU2344                          STATION RECOVERY (2009)
 JU2344
 JU2344'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 JU2344'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, CAPE MAY COURT HOUSE, AT
 JU2344'THE SOUTHWEST CORNER OF THE PUBLIC LIBRARY, AT THE SOUTHWEST CORNER OF
 JU2344'THE SIDEWALK.
 JU2344'
 JU2344'TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN STREET (US
 JU2344'HIGHWAY 9) AND MECHANIC STREET, GO 0.1 MI (0.2 KM) NORTHWEST ON
 JU2344'MECHANIC STREET TO THE STATION ON THE RIGHT.
 JU2344'
 JU2344'THE STATION IS 33.9 FT (10.3 M) NORTHEAST OF THE NORTHEAST CURB OF
 JU2344'EAST MECHANIC STREET, 80 FT (24.4 M) SOUTHEAST OF THE CENTERLINE OF
 JU2344'BOYD STREET, 15 FT (4.6 M) WEST OF THE SOUTHWEST CORNER OF THE
 JU2344'LIBRARY, 1.3 FT (0.4 M) MW OF THE NORTHWEST EDGE OF THE SIDEWALK
 JU2344'AROUND THE LIBRARY.
 JU2344'
 JU2344'THE STATION IS IN A BUSH.  THE LOGO CAP IS DISPLACED AND HAS SUNK
 JU2344'BELOW THE ROD.  THE ROD IS PROJECTING ABOUT 2 INCHES (5 CM) ABOVE THE
 JU2344'GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0338 ***********************************************************************
 JU0338  DESIGNATION -  K 8
 JU0338  PID         -  JU0338
 JU0338  STATE/COUNTY-  NJ/ATLANTIC
 JU0338  COUNTRY     -  US
 JU0338  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0338
 JU0338                         *CURRENT SURVEY CONTROL
 JU0338  ______________________________________________________________________
 JU0338* NAD 83(1986) POSITION- 39 25 31.7    (N) 074 30 06.2    (W)   HD_HELD2
 JU0338* NAVD 88 ORTHO HEIGHT -     7.374 (meters)       24.19  (feet) ADJUSTED
 JU0338  ______________________________________________________________________
 JU0338  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 JU0338  DYNAMIC HEIGHT  -          7.370 (meters)       24.18  (feet) COMP
 JU0338  MODELED GRAVITY -    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 established by autonomous hand held GPS
 JU0338.observations and have an estimated accuracy of +/- 10 meters.
 JU0338
 JU0338.The orthometric height was determined by differential leveling and
 JU0338.adjusted by the NATIONAL GEODETIC SURVEY
 JU0338.in June 1991.
 JU0338
 JU0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0338.GEOID18 height accuracy estimate available here.
 JU0338
 JU0338.Click photographs - Photos may exist for this station.
 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
 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       -    65,731.      149,852.      MT  (+/- 10 meters HH2 GPS)
 JU0338
 JU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4288764111(NAD 83)
 JU0338
 JU0338                          SUPERSEDED SURVEY CONTROL
 JU0338
 JU0338  NGVD 29 (04/16/92)    7.763  (m)           25.47   (f) ADJUSTED    1 1
 JU0338  NGVD 29 (01/10/92)    7.763  (m)           25.47   (f) SUPERSEDED  1 1
 JU0338  NGVD 29 (??/??/87)    7.760  (m)           25.46   (f) SUPERSEDED  1 1
 JU0338
 JU0338.Superseded values are not recommended for survey control.
 JU0338
 JU0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0338.See file dsdata.pdf to determine how the superseded data were derived.
 JU0338
 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 01, 2010
 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  HISTORY     - 20100901 GOOD             NJGS
 JU0338
 JU0338                          STATION DESCRIPTION
 JU0338
 JU0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0338'AT ABSECON, SET VERTICALLY IN THE SOUTHEAST BRICK WALL NEAR THE EAST
 JU0338'CORNER OF THE ABSECON CITY HALL, 12.6 FEET SOUTHWEST OF THE EAST
 JU0338'CORNER OF THE BUILDING, 57.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 JU0338'NEW JERSEY AVENUE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE 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'THE BUILDING, FORMERLY OCCUPIED BY THE ABSECON FIRE DEPARTMENT, IS NOW
 JU0338'PROFESSIONAL OFFICES FOR N.A.  KHAN, MD, MARK E.  RODDY AND JOHN
 JU0338'BJORKLUND, 167 NEW JERSEY AVENUE, ABSECON, NEW JERSEY.
 JU0338
 JU0338                          STATION RECOVERY (2010)
 JU0338
 JU0338'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 JU0338'TO REACH THE STATION FROM THE JUNCTION OF SHORE ROAD (NJ ROUTE 157)
 JU0338'AND US HIGHWAY 30, IN ABSECON, GO 0.2 MI (0.3 KM) NORTH-NORTHWEST ON
 JU0338'US HIGHWAY 30 TO THE DRIVEWAY LEADING TO OLD FIRE STATION.  TURN RIGHT
 JU0338'AND GO TO THE NORTHEAST CORNER OF THE BUILDING AND THE STATION IN THE
 JU0338'SOUTHEAST FACING WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2426 ***********************************************************************
 JU2426  DESIGNATION -  K 80
 JU2426  PID         -  JU2426
 JU2426  STATE/COUNTY-  NJ/ATLANTIC
 JU2426  COUNTRY     -  US
 JU2426  USGS QUAD   -  OCEANVILLE (2019)
 JU2426
 JU2426                         *CURRENT SURVEY CONTROL
 JU2426  ______________________________________________________________________
 JU2426* NAD 83(1986) POSITION- 39 27 54.     (N) 074 26 51.     (W)   SCALED
 JU2426* NAVD 88 ORTHO HEIGHT -     7.318 (meters)       24.01  (feet) ADJUSTED
 JU2426  ______________________________________________________________________
 JU2426  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JU2426  DYNAMIC HEIGHT  -          7.314 (meters)       24.00  (feet) COMP
 JU2426  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 JU2426
 JU2426  VERT ORDER      -  FIRST     CLASS II
 JU2426
 JU2426.The horizontal coordinates were scaled from a map and have
 JU2426.an estimated accuracy of +/- 6 seconds.
 JU2426
 JU2426.The orthometric height was determined by differential leveling and
 JU2426.adjusted by the NATIONAL GEODETIC SURVEY
 JU2426.in June 1991.
 JU2426
 JU2426.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2426.GEOID18 height accuracy estimate available here.
 JU2426
 JU2426.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ475685(NAD 83)
 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
 JU2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2426.See file dsdata.pdf to determine how the superseded data were derived.
 JU2426
 JU2426_MARKER: DV = VERTICAL CONTROL DISK
 JU2426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20080325 POOR             INDIV
 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.
 JU2426
 JU2426                          STATION RECOVERY (2008)
 JU2426
 JU2426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RSS)
 JU2426'MARK IS IN QUESTIONABLE CONDITION AND LOCATED INSIDE OF A 4 INCH
 JU2426'DIAMETER PVC PIPE. DISK IS APPROXIMATELY 4 INCHES BELOW SURROUNDING
 JU2426'GRADE AND CAN BE EASILY MOVED SIDE TO SIDE WITHIN THE PIPE.
 JU2426'INSTALLATION OF THE PVC PIPE MAY HAVE DISTURBED THE MARK.
 JU2426'THERE IS NO WITNESS POST AND THE USGS GREEN STEEL WELL SHED STILL
 JU2426'EXISTS AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3500 ***********************************************************************
 KV3500  DESIGNATION -  K 81
 KV3500  PID         -  KV3500
 KV3500  STATE/COUNTY-  NJ/OCEAN
 KV3500  COUNTRY     -  US
 KV3500  USGS QUAD   -  POINT PLEASANT (2019)
 KV3500
 KV3500                         *CURRENT SURVEY CONTROL
 KV3500  ______________________________________________________________________
 KV3500* NAD 83(1986) POSITION- 40 02 30.58   (N) 074 02 58.58   (W)   HD_HELD1
 KV3500* NAVD 88 ORTHO HEIGHT -     1.397 (meters)        4.58  (feet) ADJUSTED
 KV3500  ______________________________________________________________________
 KV3500  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 KV3500  DYNAMIC HEIGHT  -          1.396 (meters)        4.58  (feet) COMP
 KV3500  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 KV3500
 KV3500  VERT ORDER      -  FIRST     CLASS I
 KV3500
 KV3500.The horizontal coordinates were determined by differentially corrected
 KV3500.hand held GPS observations or other comparable positioning techniques
 KV3500.and have an estimated accuracy of +/- 3 meters.
 KV3500
 KV3500.The orthometric height was determined by differential leveling and
 KV3500.adjusted by the NATIONAL GEODETIC SURVEY
 KV3500.in March 2001.
 KV3500
 KV3500.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3500.GEOID18 height accuracy estimate available here.
 KV3500
 KV3500.Click photographs - Photos may exist for this station.
 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       -   134,255.5     188,433.7     MT  (+/- 3 meters HH1 GPS) 
 KV3500
 KV3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8107632832(NAD 83)
 KV3500
 KV3500                          SUPERSEDED SURVEY CONTROL
 KV3500
 KV3500  NAVD 88 (06/15/91)    1.392  (m)            4.57   (f) SUPERSEDED  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
 KV3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3500.See file dsdata.pdf to determine how the superseded data were derived.
 KV3500
 KV3500_MARKER: DV = VERTICAL CONTROL DISK
 KV3500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3500_STAMPING: K 81 1979
 KV3500_MARK LOGO: NGS
 KV3500_PROJECTION: RECESSED 15 CENTIMETERS
 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 - April 11, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 KV3500  HISTORY     - 20160411 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.
 KV3500
 KV3500                          STATION RECOVERY (2012)
 KV3500
 KV3500'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV3500'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.
 KV3500'
 KV3500'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH OF SEASIDE PARK,
 KV3500'3.4 MI (5.5 KM) SOUTH OF POINT PLEASANT BEACH AND 3.0 MI (4.8 KM)
 KV3500'SOUTH-SOUTHEAST OF POINT PLEASANT.
 KV3500'
 KV3500'THE STATION IS LOCATED 1.0 FT (0.3 M) SOUTH FROM A METAL WITNESS POST
 KV3500'WITH SIGN ATTACHED.
 KV3500
 KV3500                          STATION RECOVERY (2016)
 KV3500
 KV3500'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV3500'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH OF SEASIDE PARK,
 KV3500'3.4 MI (5.5 KM) SOUTH OF POINT PLEASANT BEACH AND 3.0 MI (4.8 KM)
 KV3500'SOUTH-SOUTHEAST OF POINT PLEASANT, IN THE BOROUGH OF MANTOLOKING.
 KV3500'
 KV3500'TO REACH FROM THE INTERSECTION OF COUNTY ROUTE 528 AND NEW JERSEY
 KV3500'STATE ROUTE 35, GO 0.15 MI (0.24 KM) NORTH ON NEW JERSEY STATE ROUTE
 KV3500'35 TO THE STATION ON THE RIGHT.
 KV3500'
 KV3500'THE STATION IS 14.7 FT (4.5 M) EAST OF THE EAST CURB OF NEW JERSEY
 KV3500'STATE ROUTE 35, 35 FT (10.7 M) SOUTH-SOUTHEAST OF POLE NUMBER
 KV3500'JC125MTB, 40.8 FT (12.4 M) SOUTH OF THE RANGE OF THE SOUTH WALL TO
 KV3500'HOUSE NUMBER 1109, 39 FT (11.9 M) NORTH-NORTHEAST OF POLE NUMBER
 KV3500'JC63MTB, 12 FT (3.7 M) SOUTH OF THE CENTERLINE OF A DRIVEWAY TO THE
 KV3500'FORMER SITE OF A HOUSE, 69 FT (21.0 M) EAST-SOUTHEAST AND ACROSS THE
 KV3500'ROAD FROM POLE NUMBER BT85MG, 35 FT (10.7 M) EAST OF THE CENTERLINE OF
 KV3500'NEW JERSEY STATE ROUTE 35, 1 FT (0.3 M) SOUTH-SOUTHWEST OF A METAL
 KV3500'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2254 ***********************************************************************
 JU2254  DESIGNATION -  K 82
 JU2254  PID         -  JU2254
 JU2254  STATE/COUNTY-  NJ/SALEM
 JU2254  COUNTRY     -  US
 JU2254  USGS QUAD   -  SALEM (2019)
 JU2254
 JU2254                         *CURRENT SURVEY CONTROL
 JU2254  ______________________________________________________________________
 JU2254* NAD 83(1986) POSITION- 39 32 14.     (N) 075 23 39.     (W)   SCALED
 JU2254* NAVD 88 ORTHO HEIGHT -     9.730 (meters)       31.92  (feet) ADJUSTED
 JU2254  ______________________________________________________________________
 JU2254  GEOID HEIGHT    -        -33.644 (meters)                     GEOID18
 JU2254  DYNAMIC HEIGHT  -          9.725 (meters)       31.91  (feet) COMP
 JU2254  MODELED GRAVITY -    980,114.5   (mgal)                       NAVD 88
 JU2254
 JU2254  VERT ORDER      -  FIRST     CLASS II
 JU2254
 JU2254.The horizontal coordinates were scaled from a map and have
 JU2254.an estimated accuracy of +/- 6 seconds.
 JU2254
 JU2254.The orthometric height was determined by differential leveling and
 JU2254.adjusted by the NATIONAL GEODETIC SURVEY
 JU2254.in June 1991.
 JU2254
 JU2254.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2254.GEOID18 height accuracy estimate available here.
 JU2254
 JU2254.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ661764(NAD 83)
 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
 JU2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2254.See file dsdata.pdf to determine how the superseded data were derived.
 JU2254
 JU2254_MARKER: DV = VERTICAL CONTROL DISK
 JU2254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV3999 ***********************************************************************
 KV3999  DESIGNATION -  KATLER
 KV3999  PID         -  KV3999
 KV3999  STATE/COUNTY-  NJ/PASSAIC
 KV3999  COUNTRY     -  US
 KV3999  USGS QUAD   -  WEEHAWKEN (2016)
 KV3999
 KV3999                         *CURRENT SURVEY CONTROL
 KV3999  ______________________________________________________________________
 KV3999* NAD 83(1996) POSITION- 40 50 04.28572(N) 074 07 23.57809(W)   ADJUSTED
 KV3999* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV3999  ______________________________________________________________________
 KV3999  GEOID HEIGHT    -        -32.150 (meters)                     GEOID18
 KV3999  LAPLACE CORR    -          6.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3999.GEOID18 height accuracy estimate available here.
 KV3999
 KV3999.Click photographs - Photos may exist for this station.
 KV3999
 KV3999.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3999
 KV3999. The following values were computed from the NAD 83(1996) position.
 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       -  DELAWANNA GIVAUDAN DELAWA TANK           231 13 53.6
 KV3999:SPC NY L     -  DELAWANNA GIVAUDAN DELAWA TANK           231 33 30.6
 KV3999:UTM  18      -  DELAWANNA GIVAUDAN DELAWA TANK           230 54 16.5
 KV3999
 KV3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7392320757(NAD 83)
 KV3999
 KV3999|---------------------------------------------------------------------|
 KV3999| PID    Reference Object                     Distance      Geod. Az  |
 KV3999|                                                           dddmmss.s |
 KV3999| KV3975 E RUTHERFORD STAND BLEACH CHIM      APPROX. 1.2 KM 0345856.1 |
 KV3999| KV3980 WALLINGTON ROEHRS NURSERY CHIM      APPROX. 1.9 KM 0470836.7 |
 KV3999| KV3986 PASSAIC JUNIOR HIGH SCHOOL CUP      APPROX. 0.7 KM 0700510.2 |
 KV3999| CB5219 KATLER RM 1                          39.820 METERS 15441     |
 KV3999| KV4187 DELAWANNA WALDRICK BLEACH CHIM      APPROX. 1.4 KM 2110038.0 |
 KV3999| KV4211 DELAWANNA GIVAUDAN DELAWA CHIM      APPROX. 0.8 KM 2301836.4 |
 KV3999| KV4210 DELAWANNA GIVAUDAN DELAWA TANK      APPROX. 0.8 KM 2312840.5 |
 KV3999| CB5220 KATLER RM 2                          21.150 METERS 24100     |
 KV3999| KV4209 DELAWANNA GOODLATTE OILCL CHIM      APPROX. 0.6 KM 2492623.1 |
 KV3999| KV4207 DELAWANNA GOODLATTE OILCL TANK      APPROX. 0.6 KM 2532106.9 |
 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
 KV3999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3999.See file dsdata.pdf to determine how the superseded data were derived.
 KV3999
 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 = JULY 24, 2026 22:12:30 EDT
 KV5127 ***********************************************************************
 KV5127  DESIGNATION -  KAYSER
 KV5127  PID         -  KV5127
 KV5127  STATE/COUNTY-  NJ/MONMOUTH
 KV5127  COUNTRY     -  US
 KV5127  USGS QUAD   -  ASBURY PARK (2019)
 KV5127
 KV5127                         *CURRENT SURVEY CONTROL
 KV5127  ______________________________________________________________________
 KV5127* NAD 83(1996) POSITION- 40 13 53.51662(N) 074 03 17.91310(W)   ADJUSTED
 KV5127* NAVD 88 ORTHO HEIGHT -    47.    (meters)      154.    (feet) SCALED
 KV5127  ______________________________________________________________________
 KV5127  GEOID HEIGHT    -        -32.739 (meters)                     GEOID18
 KV5127  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5127.GEOID18 height accuracy estimate available here.
 KV5127
 KV5127.Click photographs - Photos may exist for this station.
 KV5127
 KV5127.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5127
 KV5127. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999783  x   0.99991765  =   0.99991548
 KV5127!UTM  18      -   0.99999783  x   0.99967956  =   0.99967739
 KV5127
 KV5127:                Primary Azimuth Mark                     Grid Az
 KV5127:SPC NJ       -  ELECTRIC                                 112 30 23.2
 KV5127:UTM  18      -  ELECTRIC                                 112 11 00.5
 KV5127
 KV5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8039453883(NAD 83)
 KV5127
 KV5127|---------------------------------------------------------------------|
 KV5127| PID    Reference Object                     Distance      Geod. Az  |
 KV5127|                                                           dddmmss.s |
 KV5127| KV5135 ELECTRIC                            APPROX. 4.1 KM 1124738.0 |
 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
 KV5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5127.See file dsdata.pdf to determine how the superseded data were derived.
 KV5127
 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 = JULY 24, 2026 22:12:30 EDT
 KV0740 ***********************************************************************
 KV0740  DESIGNATION -  KEANSBURG
 KV0740  PID         -  KV0740
 KV0740  STATE/COUNTY-  NJ/MONMOUTH
 KV0740  COUNTRY     -  US
 KV0740  USGS QUAD   -  KEYPORT (2016)
 KV0740
 KV0740                         *CURRENT SURVEY CONTROL
 KV0740  ______________________________________________________________________
 KV0740* NAD 83(1996) POSITION- 40 27 06.85610(N) 074 07 57.63474(W)   ADJUSTED
 KV0740* NAVD 88 ORTHO HEIGHT -     1.535 (meters)        5.04  (feet) ADJUSTED
 KV0740  ______________________________________________________________________
 KV0740  GEOID HEIGHT    -        -32.342 (meters)                     GEOID18
 KV0740  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 KV0740  DYNAMIC HEIGHT  -          1.535 (meters)        5.04  (feet) COMP
 KV0740  MODELED GRAVITY -    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 and
 KV0740.adjusted by the NATIONAL GEODETIC SURVEY
 KV0740.in June 1991.
 KV0740
 KV0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0740.GEOID18 height accuracy estimate available here.
 KV0740
 KV0740.Click photographs - Photos may exist for this station.
 KV0740
 KV0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV0740:SPC NJ       -  VIGNE 2 ECC                              273 48 44.2
 KV0740:UTM  18      -  VIGNE 2 ECC                              273 29 16.3
 KV0740
 KV0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7354478277(NAD 83)
 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 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 KV0740  NGVD 29 (11/26/84)    1.901  (m)            6.24   (f) ADJUSTED    1 2
 KV0740
 KV0740.Superseded values are not recommended for survey control.
 KV0740
 KV0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0740.See file dsdata.pdf to determine how the superseded data were derived.
 KV0740
 KV0740_MARKER: DS = TRIANGULATION STATION DISK
 KV0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0740_STAMPING: KEANSBURG 1962
 KV0740_MARK LOGO: CGS
 KV0740_PROJECTION: RECESSED 3 CENTIMETERS
 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 22, 2018
 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  HISTORY     - 20090218 GOOD             GEOCAC
 KV0740  HISTORY     - 20180822 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.
 KV0740
 KV0740                          STATION RECOVERY (2009)
 KV0740
 KV0740'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 KV0740'FOUND THE STATION AND REFERENCE MARK NO. 1.  DID NOT FIND REFERENCE
 KV0740'MARK NO. 2 OR REFERENCE MARK NO. 3.  THE STATION IS TWO INCHES BELOW
 KV0740'THE SURFACE.
 KV0740
 KV0740                          STATION RECOVERY (2018)
 KV0740
 KV0740'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV0740'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF SOUTH
 KV0740'AMBOY JUNCTION, 8.0 MI (12.9 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 3.8
 KV0740'MI (6.1 KM) EAST-NORTHEAST OF KEYPORT, IN KEANSBURG.
 KV0740'
 KV0740'TO REACH THE STATION FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE
 KV0740'36 AND MAIN STREET (COUNTY ROUTE 7), GO 1.05 MI (1.69 KM) NORTH ON
 KV0740'MAIN STREET TO THE JUNCTION WITH CENTER AVENUE.  TURN LEFT ON CENTER
 KV0740'AVENUE AND GO 0.3 MI (0.5 KM) NORTHWEST TO THE STATION ON THE LEFT.
 KV0740'
 KV0740'THE STATION IS IN A TRIANGULAR SHAPED PARK (FIREMAN'S MEMORIAL PARK)
 KV0740'FORMED BY THE JUNCTION OF CENTER AVENUE, FOX AND OAK STREETS.
 KV0740'
 KV0740'THE STATION IS 28.5 FT (8.7 M) SOUTHWEST FROM THE SOUTHWEST CURB OF
 KV0740'CENTER AVENUE, 25 FT (7.6 M) SOUTHEAST FROM THE SOUTHEAST CURB OF FOX
 KV0740'STREET, 74.5 FT (22.7 M) NORTHWEST FROM THE NORTHWEST CURB OF OAK
 KV0740'STREET, 9.0 M (29.5 FT) 29.5 FT (9.0 M) NORTH-NORTHWEST OF THE
 KV0740'NORTHWEST CORNER OF THE FIREMAN'S MEMORIAL MONUMENT, 31.7 FT (9.7 M)
 KV0740'SOUTHWEST FROM POLE NUMBER 40168 KG, 24 FT (7.3 M) SOUTH FROM A 1 FT
 KV0740'(0.3 M) DIAMETER TREE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0739 ***********************************************************************
 KV0739  DESIGNATION -  KEANSBURG RM 1
 KV0739  PID         -  KV0739
 KV0739  STATE/COUNTY-  NJ/MONMOUTH
 KV0739  COUNTRY     -  US
 KV0739  USGS QUAD   -  KEYPORT (2016)
 KV0739
 KV0739                         *CURRENT SURVEY CONTROL
 KV0739  ______________________________________________________________________
 KV0739* NAD 83(1986) POSITION- 40 27 06.16   (N) 074 07 58.29   (W)   HD_HELD1
 KV0739* NAVD 88 ORTHO HEIGHT -     1.233 (meters)        4.05  (feet) ADJUSTED
 KV0739  ______________________________________________________________________
 KV0739  GEOID HEIGHT    -        -32.342 (meters)                     GEOID18
 KV0739  DYNAMIC HEIGHT  -          1.232 (meters)        4.04  (feet) COMP
 KV0739  MODELED GRAVITY -    980,222.7   (mgal)                       NAVD 88
 KV0739
 KV0739  VERT ORDER      -  FIRST     CLASS II
 KV0739
 KV0739.The horizontal coordinates were determined by differentially corrected
 KV0739.hand held GPS observations or other comparable positioning techniques
 KV0739.and have an estimated accuracy of +/- 3 meters.
 KV0739
 KV0739.The orthometric height was determined by differential leveling and
 KV0739.adjusted by the NATIONAL GEODETIC SURVEY
 KV0739.in July 2020.
 KV0739
 KV0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0739.GEOID18 height accuracy estimate available here.
 KV0739
 KV0739.Click photographs - Photos may exist for this station.
 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       -   179,731.7     181,141.0     MT  (+/- 3 meters HH1 GPS) 
 KV0739
 KV0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7352978255(NAD 83)
 KV0739
 KV0739                          SUPERSEDED SURVEY CONTROL
 KV0739
 KV0739  NAVD 88 (06/15/91)    1.224  (m)            4.02   (f) SUPERSEDED  1 2
 KV0739  NGVD 29 (11/26/84)    1.590  (m)            5.22   (f) ADJUSTED    1 2
 KV0739
 KV0739.Superseded values are not recommended for survey control.
 KV0739
 KV0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0739.See file dsdata.pdf to determine how the superseded data were derived.
 KV0739
 KV0739_MARKER: DR = REFERENCE MARK DISK
 KV0739_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0739_SP_SET: SIDEWALK
 KV0739_STAMPING: KEANSBURG NO 1 1962
 KV0739_MARK LOGO: CGS
 KV0739_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0739+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 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  HISTORY     - 20090218 GOOD             GEOCAC
 KV0739  HISTORY     - 20180822 GOOD             NJGS
 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.
 KV0739
 KV0739                          STATION RECOVERY (2009)
 KV0739
 KV0739'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 KV0739'FOUND AS DESCRIBED IN A SMALL SECTION OF OLD SIDEWALK THAT HAS BEEN
 KV0739'PRESERVED.  THE DISKS ARROW POINTS TO THE SOUTH, RATHER THAN NORTHEAST
 KV0739'TO THE STATION.
 KV0739
 KV0739                          STATION RECOVERY (2018)
 KV0739
 KV0739'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV0739'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF SOUTH
 KV0739'AMBOY JUNCTION, 8.0 MI (12.9 KM) EAST-SOUTHEAST OF PERTH AMBOY AND 3.8
 KV0739'MI (6.1 KM) EAST-NORTHEAST OF KEYPORT, IN KEANSBURG.
 KV0739'
 KV0739'TO REACH THE STATION FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE
 KV0739'36 AND MAIN STREET (COUNTY ROUTE 7), GO 1.05 MI (1.69 KM) NORTH ON
 KV0739'MAIN STREET TO THE JUNCTION WITH CENTER AVENUE.  TURN LEFT ON CENTER
 KV0739'AVENUE AND GO 0.25 MI (0.40 KM) NORTHWEST TO THE JUNCTION WITH OAK
 KV0739'STREET.  TURN LEFT ON OAK STREET AND GO ABOUT 190 FT (57.9 M) TO THE
 KV0739'JUNCTION WITH FOX AVENUE AND THE STATION ON THE RIGHT AT THE NORTHWEST
 KV0739'CORNER OF THE INTERSECTION OF FOX AVENUE AND OAK STREET.
 KV0739'
 KV0739'THE STATION IS 23 FT (7.0 M) NORTH-NORTHWEST OF POLE NUMBER 40157KG,
 KV0739'10.2 FT (3.1 M) EAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER ELEVEN, 8
 KV0739'FT (2.4 M) WEST OF THE WEST CURB OF FOX AVENUE, 26 FT (7.9 M)
 KV0739'NORTH-NORTHWEST OF THE CENTERLINE OF OAK STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0738 ***********************************************************************
 KV0738  DESIGNATION -  KEANSBURG RM 2
 KV0738  PID         -  KV0738
 KV0738  STATE/COUNTY-  NJ/MONMOUTH
 KV0738  COUNTRY     -  US
 KV0738  USGS QUAD   -  KEYPORT (2016)
 KV0738
 KV0738                         *CURRENT SURVEY CONTROL
 KV0738  ______________________________________________________________________
 KV0738* NAD 83(1986) POSITION- 40 27 07.32   (N) 074 07 58.63   (W)   HD_HELD1
 KV0738* NAVD 88 ORTHO HEIGHT -     1.112 (meters)        3.65  (feet) ADJUSTED
 KV0738  ______________________________________________________________________
 KV0738  GEOID HEIGHT    -        -32.342 (meters)                     GEOID18
 KV0738  DYNAMIC HEIGHT  -          1.111 (meters)        3.65  (feet) COMP
 KV0738  MODELED GRAVITY -    980,222.7   (mgal)                       NAVD 88
 KV0738
 KV0738  VERT ORDER      -  FIRST     CLASS II
 KV0738
 KV0738.The horizontal coordinates were determined by differentially corrected
 KV0738.hand held GPS observations or other comparable positioning techniques
 KV0738.and have an estimated accuracy of +/- 3 meters.
 KV0738
 KV0738.The orthometric height was determined by differential leveling and
 KV0738.adjusted by the NATIONAL GEODETIC SURVEY
 KV0738.in June 1991.
 KV0738
 KV0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0738.GEOID18 height accuracy estimate available here.
 KV0738
 KV0738.Click photographs - Photos may exist for this station.
 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       -   179,767.4     181,132.8     MT  (+/- 3 meters HH1 GPS) 
 KV0738
 KV0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7352178291(NAD 83)
 KV0738
 KV0738                          SUPERSEDED SURVEY CONTROL
 KV0738
 KV0738  NGVD 29 (11/26/84)    1.478  (m)            4.85   (f) ADJUSTED    1 2
 KV0738
 KV0738.Superseded values are not recommended for survey control.
 KV0738
 KV0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0738.See file dsdata.pdf to determine how the superseded data were derived.
 KV0738
 KV0738_MARKER: DR = REFERENCE MARK DISK
 KV0738_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0738_SP_SET: SIDEWALK
 KV0738_STAMPING: KEANSBURG NO 2 1962
 KV0738_MARK LOGO: CGS
 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  HISTORY     - 20090218 MARK NOT FOUND   GEOCAC
 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.
 KV0738
 KV0738                          STATION RECOVERY (2009)
 KV0738
 KV0738'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 KV0738'THE SIDEWALK HAS BEEN REPLACED WITH A DRIVEWAY RAMP.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5101 ***********************************************************************
 KV5101  DESIGNATION -  KEANSBURG STANDPIPE
 KV5101  PID         -  KV5101
 KV5101  STATE/COUNTY-  NJ/MONMOUTH
 KV5101  COUNTRY     -  US
 KV5101  USGS QUAD   -  KEYPORT (2016)
 KV5101
 KV5101                         *CURRENT SURVEY CONTROL
 KV5101  ______________________________________________________________________
 KV5101* NAD 83(1996) POSITION- 40 27 06.74268(N) 074 08 16.64503(W)   ADJUSTED
 KV5101  ______________________________________________________________________
 KV5101  GEOID HEIGHT    -        -32.342 (meters)                     GEOID18
 KV5101  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5101.GEOID18 height accuracy estimate available here.
 KV5101
 KV5101.Click photographs - Photos may exist for this station.
 KV5101
 KV5101.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5101
 KV5101. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7309678269(NAD 83)
 KV5101
 KV5101                          SUPERSEDED SURVEY CONTROL
 KV5101
 KV5101  NAD 83(1996)-  40 27 06.74244(N)    074 08 16.64474(W) AD(       ) 3
 KV5101  NAD 83(1986)-  40 27 06.74297(N)    074 08 16.64309(W) AD(       ) 3
 KV5101  NAD 27      -  40 27 06.35100(N)    074 08 18.12100(W) AD(       ) 3
 KV5101  USSD        -  40 27 06.71000(N)    074 08 18.00900(W) AD(       ) 3
 KV5101
 KV5101.Superseded values are not recommended for survey control.
 KV5101
 KV5101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5101.See file dsdata.pdf to determine how the superseded data were derived.
 KV5101
 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 = JULY 24, 2026 22:12:30 EDT
 KV4252 ***********************************************************************
 KV4252  DESIGNATION -  KEARNY EMARK CHIMNEY
 KV4252  PID         -  KV4252
 KV4252  STATE/COUNTY-  NJ/HUDSON
 KV4252  COUNTRY     -  US
 KV4252  USGS QUAD   -  JERSEY CITY (2019)
 KV4252
 KV4252                         *CURRENT SURVEY CONTROL
 KV4252  ______________________________________________________________________
 KV4252* NAD 83(1996) POSITION- 40 44 55.21306(N) 074 05 57.20655(W)   ADJUSTED
 KV4252  ______________________________________________________________________
 KV4252  GEOID HEIGHT    -        -32.103 (meters)                     GEOID18
 KV4252  LAPLACE CORR    -          6.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4252.GEOID18 height accuracy estimate available here.
 KV4252
 KV4252.Click photographs - Photos may exist for this station.
 KV4252
 KV4252.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4252
 KV4252. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7604411247(NAD 83)
 KV4252
 KV4252                          SUPERSEDED SURVEY CONTROL
 KV4252
 KV4252  NAD 83(1996)-  40 44 55.21292(N)    074 05 57.20674(W) AD(       ) 3
 KV4252  NAD 83(1996)-  40 44 55.21153(N)    074 05 57.20830(W) AD(       ) 3
 KV4252  NAD 83(1992)-  40 44 55.21080(N)    074 05 57.20944(W) AD(       ) 3
 KV4252  NAD 83(1986)-  40 44 55.21312(N)    074 05 57.21118(W) AD(       ) 3
 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
 KV4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4252.See file dsdata.pdf to determine how the superseded data were derived.
 KV4252
 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 = JULY 24, 2026 22:12:30 EDT
 KV4279 ***********************************************************************
 KV4279  DESIGNATION -  KEARNY KOPPERS PLANT NW CHIM
 KV4279  PID         -  KV4279
 KV4279  STATE/COUNTY-  NJ/HUDSON
 KV4279  COUNTRY     -  US
 KV4279  USGS QUAD   -  JERSEY CITY (2019)
 KV4279
 KV4279                         *CURRENT SURVEY CONTROL
 KV4279  ______________________________________________________________________
 KV4279* NAD 83(1996) POSITION- 40 44 42.77614(N) 074 04 50.85582(W)   ADJUSTED
 KV4279  ______________________________________________________________________
 KV4279  GEOID HEIGHT    -        -32.046 (meters)                     GEOID18
 KV4279  LAPLACE CORR    -          6.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4279.GEOID18 height accuracy estimate available here.
 KV4279
 KV4279.Click photographs - Photos may exist for this station.
 KV4279
 KV4279.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4279
 KV4279. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7760410880(NAD 83)
 KV4279
 KV4279                          SUPERSEDED SURVEY CONTROL
 KV4279
 KV4279  NAD 83(1996)-  40 44 42.77601(N)    074 04 50.85590(W) AD(       ) 3
 KV4279  NAD 83(1996)-  40 44 42.77505(N)    074 04 50.85724(W) AD(       ) 3
 KV4279  NAD 83(1992)-  40 44 42.77417(N)    074 04 50.85827(W) AD(       ) 3
 KV4279  NAD 83(1986)-  40 44 42.77541(N)    074 04 50.85840(W) AD(       ) 3
 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
 KV4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4279.See file dsdata.pdf to determine how the superseded data were derived.
 KV4279
 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 = JULY 24, 2026 22:12:30 EDT
 KV4282 ***********************************************************************
 KV4282  DESIGNATION -  KEARNY KOPPERS PLANT E CHIM
 KV4282  PID         -  KV4282
 KV4282  STATE/COUNTY-  NJ/HUDSON
 KV4282  COUNTRY     -  US
 KV4282  USGS QUAD   -  JERSEY CITY (2019)
 KV4282
 KV4282                         *CURRENT SURVEY CONTROL
 KV4282  ______________________________________________________________________
 KV4282* NAD 83(1996) POSITION- 40 44 43.64277(N) 074 04 43.09988(W)   ADJUSTED
 KV4282  ______________________________________________________________________
 KV4282  GEOID HEIGHT    -        -32.039 (meters)                     GEOID18
 KV4282  LAPLACE CORR    -          6.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4282.GEOID18 height accuracy estimate available here.
 KV4282
 KV4282.Click photographs - Photos may exist for this station.
 KV4282
 KV4282.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4282
 KV4282. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7778510909(NAD 83)
 KV4282
 KV4282                          SUPERSEDED SURVEY CONTROL
 KV4282
 KV4282  NAD 83(1996)-  40 44 43.64263(N)    074 04 43.09996(W) AD(       ) 3
 KV4282  NAD 83(1996)-  40 44 43.64170(N)    074 04 43.10136(W) AD(       ) 3
 KV4282  NAD 83(1992)-  40 44 43.64064(N)    074 04 43.10251(W) AD(       ) 3
 KV4282  NAD 83(1986)-  40 44 43.64194(N)    074 04 43.10229(W) AD(       ) 3
 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
 KV4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4282.See file dsdata.pdf to determine how the superseded data were derived.
 KV4282
 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 = JULY 24, 2026 22:12:30 EDT
 KV4283 ***********************************************************************
 KV4283  DESIGNATION -  KEARNY KOPPERS PLANT W CHIM
 KV4283  PID         -  KV4283
 KV4283  STATE/COUNTY-  NJ/HUDSON
 KV4283  COUNTRY     -  US
 KV4283  USGS QUAD   -  JERSEY CITY (2019)
 KV4283
 KV4283                         *CURRENT SURVEY CONTROL
 KV4283  ______________________________________________________________________
 KV4283* NAD 83(1996) POSITION- 40 44 43.61963(N) 074 04 43.61506(W)   ADJUSTED
 KV4283  ______________________________________________________________________
 KV4283  GEOID HEIGHT    -        -32.040 (meters)                     GEOID18
 KV4283  LAPLACE CORR    -          6.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4283.GEOID18 height accuracy estimate available here.
 KV4283
 KV4283.Click photographs - Photos may exist for this station.
 KV4283
 KV4283.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4283
 KV4283. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7777310908(NAD 83)
 KV4283
 KV4283                          SUPERSEDED SURVEY CONTROL
 KV4283
 KV4283  NAD 83(1996)-  40 44 43.61948(N)    074 04 43.61515(W) AD(       ) 3
 KV4283  NAD 83(1996)-  40 44 43.61855(N)    074 04 43.61655(W) AD(       ) 3
 KV4283  NAD 83(1992)-  40 44 43.61749(N)    074 04 43.61769(W) AD(       ) 3
 KV4283  NAD 83(1986)-  40 44 43.61880(N)    074 04 43.61751(W) AD(       ) 3
 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
 KV4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4283.See file dsdata.pdf to determine how the superseded data were derived.
 KV4283
 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 = JULY 24, 2026 22:12:30 EDT
 KV4285 ***********************************************************************
 KV4285  DESIGNATION -  KEARNY KOPPERS PLANT SLEN CHIM
 KV4285  PID         -  KV4285
 KV4285  STATE/COUNTY-  NJ/HUDSON
 KV4285  COUNTRY     -  US
 KV4285  USGS QUAD   -  JERSEY CITY (2019)
 KV4285
 KV4285                         *CURRENT SURVEY CONTROL
 KV4285  ______________________________________________________________________
 KV4285* NAD 83(1996) POSITION- 40 44 40.87489(N) 074 04 42.25985(W)   ADJUSTED
 KV4285  ______________________________________________________________________
 KV4285  GEOID HEIGHT    -        -32.039 (meters)                     GEOID18
 KV4285  LAPLACE CORR    -          6.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4285.GEOID18 height accuracy estimate available here.
 KV4285
 KV4285.Click photographs - Photos may exist for this station.
 KV4285
 KV4285.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4285
 KV4285. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7780610824(NAD 83)
 KV4285
 KV4285                          SUPERSEDED SURVEY CONTROL
 KV4285
 KV4285  NAD 83(1996)-  40 44 40.87475(N)    074 04 42.25993(W) AD(       ) 3
 KV4285  NAD 83(1996)-  40 44 40.87383(N)    074 04 42.26133(W) AD(       ) 3
 KV4285  NAD 83(1992)-  40 44 40.87277(N)    074 04 42.26248(W) AD(       ) 3
 KV4285  NAD 83(1986)-  40 44 40.87402(N)    074 04 42.26228(W) AD(       ) 3
 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
 KV4285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4285.See file dsdata.pdf to determine how the superseded data were derived.
 KV4285
 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 = JULY 24, 2026 22:12:30 EDT
 KV4326 ***********************************************************************
 KV4326  DESIGNATION -  KEARNY POINT WEST ELEC S CHIM
 KV4326  PID         -  KV4326
 KV4326  STATE/COUNTY-  NJ/HUDSON
 KV4326  COUNTRY     -  US
 KV4326  USGS QUAD   -  JERSEY CITY (2019)
 KV4326
 KV4326                         *CURRENT SURVEY CONTROL
 KV4326  ______________________________________________________________________
 KV4326* NAD 83(1996) POSITION- 40 43 24.51411(N) 074 07 06.82836(W)   ADJUSTED
 KV4326  ______________________________________________________________________
 KV4326  GEOID HEIGHT    -        -32.166 (meters)                     GEOID18
 KV4326  LAPLACE CORR    -          6.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4326.GEOID18 height accuracy estimate available here.
 KV4326
 KV4326.Click photographs - Photos may exist for this station.
 KV4326
 KV4326.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4326
 KV4326. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7443908434(NAD 83)
 KV4326
 KV4326                          SUPERSEDED SURVEY CONTROL
 KV4326
 KV4326  NAD 83(1996)-  40 43 24.51403(N)    074 07 06.82852(W) AD(       ) 3
 KV4326  NAD 83(1996)-  40 43 24.51288(N)    074 07 06.83066(W) AD(       ) 3
 KV4326  NAD 83(1992)-  40 43 24.51225(N)    074 07 06.83109(W) AD(       ) 3
 KV4326  NAD 83(1986)-  40 43 24.51322(N)    074 07 06.83215(W) AD(       ) 3
 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
 KV4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4326.See file dsdata.pdf to determine how the superseded data were derived.
 KV4326
 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 = JULY 24, 2026 22:12:30 EDT
 KV4328 ***********************************************************************
 KV4328  DESIGNATION -  KEARNY POINT WEST ELEC N CHIM
 KV4328  PID         -  KV4328
 KV4328  STATE/COUNTY-  NJ/HUDSON
 KV4328  COUNTRY     -  US
 KV4328  USGS QUAD   -  JERSEY CITY (2019)
 KV4328
 KV4328                         *CURRENT SURVEY CONTROL
 KV4328  ______________________________________________________________________
 KV4328* NAD 83(1996) POSITION- 40 43 24.96015(N) 074 07 06.59414(W)   ADJUSTED
 KV4328  ______________________________________________________________________
 KV4328  GEOID HEIGHT    -        -32.166 (meters)                     GEOID18
 KV4328  LAPLACE CORR    -          6.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4328.GEOID18 height accuracy estimate available here.
 KV4328
 KV4328.Click photographs - Photos may exist for this station.
 KV4328
 KV4328.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4328
 KV4328. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7444408448(NAD 83)
 KV4328
 KV4328                          SUPERSEDED SURVEY CONTROL
 KV4328
 KV4328  NAD 83(1996)-  40 43 24.96007(N)    074 07 06.59430(W) AD(       ) 3
 KV4328  NAD 83(1996)-  40 43 24.95893(N)    074 07 06.59642(W) AD(       ) 3
 KV4328  NAD 83(1992)-  40 43 24.95829(N)    074 07 06.59686(W) AD(       ) 3
 KV4328  NAD 83(1986)-  40 43 24.95924(N)    074 07 06.59797(W) AD(       ) 3
 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
 KV4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4328.See file dsdata.pdf to determine how the superseded data were derived.
 KV4328
 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 = JULY 24, 2026 22:12:30 EDT
 KV4344 ***********************************************************************
 KV4344  DESIGNATION -  KEARNY POINT WOR E RADIO TOWER
 KV4344  PID         -  KV4344
 KV4344  STATE/COUNTY-  NJ/HUDSON
 KV4344  COUNTRY     -  US
 KV4344  USGS QUAD   -  JERSEY CITY (2019)
 KV4344
 KV4344                         *CURRENT SURVEY CONTROL
 KV4344  ______________________________________________________________________
 KV4344* NAD 83(1996) POSITION- 40 43 45.81372(N) 074 06 15.99940(W)   ADJUSTED
 KV4344  ______________________________________________________________________
 KV4344  GEOID HEIGHT    -        -32.122 (meters)                     GEOID18
 KV4344  LAPLACE CORR    -          6.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4344.GEOID18 height accuracy estimate available here.
 KV4344
 KV4344.Click photographs - Photos may exist for this station.
 KV4344
 KV4344.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4344
 KV4344. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7562509103(NAD 83)
 KV4344
 KV4344                          SUPERSEDED SURVEY CONTROL
 KV4344
 KV4344  NAD 83(1996)-  40 43 45.81368(N)    074 06 15.99957(W) AD(       ) 3
 KV4344  NAD 83(1996)-  40 43 45.81235(N)    074 06 16.00138(W) AD(       ) 3
 KV4344  NAD 83(1992)-  40 43 45.81173(N)    074 06 16.00246(W) AD(       ) 3
 KV4344  NAD 83(1986)-  40 43 45.81253(N)    074 06 16.00487(W) AD(       ) 3
 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
 KV4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4344.See file dsdata.pdf to determine how the superseded data were derived.
 KV4344
 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 = JULY 24, 2026 22:12:30 EDT
 KV4348 ***********************************************************************
 KV4348  DESIGNATION -  KEARNY POINT WOR W RADIO TOWER
 KV4348  PID         -  KV4348
 KV4348  STATE/COUNTY-  NJ/HUDSON
 KV4348  COUNTRY     -  US
 KV4348  USGS QUAD   -  JERSEY CITY (2019)
 KV4348
 KV4348                         *CURRENT SURVEY CONTROL
 KV4348  ______________________________________________________________________
 KV4348* NAD 83(1996) POSITION- 40 43 47.13745(N) 074 06 20.35663(W)   ADJUSTED
 KV4348  ______________________________________________________________________
 KV4348  GEOID HEIGHT    -        -32.126 (meters)                     GEOID18
 KV4348  LAPLACE CORR    -          6.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4348.GEOID18 height accuracy estimate available here.
 KV4348
 KV4348.Click photographs - Photos may exist for this station.
 KV4348
 KV4348.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4348
 KV4348. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7552209143(NAD 83)
 KV4348
 KV4348                          SUPERSEDED SURVEY CONTROL
 KV4348
 KV4348  NAD 83(1996)-  40 43 47.13741(N)    074 06 20.35681(W) AD(       ) 3
 KV4348  NAD 83(1996)-  40 43 47.13604(N)    074 06 20.35856(W) AD(       ) 3
 KV4348  NAD 83(1992)-  40 43 47.13544(N)    074 06 20.35966(W) AD(       ) 3
 KV4348  NAD 83(1986)-  40 43 47.13622(N)    074 06 20.36215(W) AD(       ) 3
 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
 KV4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4348.See file dsdata.pdf to determine how the superseded data were derived.
 KV4348
 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 = JULY 24, 2026 22:12:30 EDT
 KV4149 ***********************************************************************
 KV4149  DESIGNATION -  KEARNY SACRED HEART CH SPIRE
 KV4149  PID         -  KV4149
 KV4149  STATE/COUNTY-  NJ/HUDSON
 KV4149  COUNTRY     -  US
 KV4149  USGS QUAD   -  ORANGE (2016)
 KV4149
 KV4149                         *CURRENT SURVEY CONTROL
 KV4149  ______________________________________________________________________
 KV4149* NAD 83(1996) POSITION- 40 46 05.88036(N) 074 09 06.95142(W)   ADJUSTED
 KV4149  ______________________________________________________________________
 KV4149  GEOID HEIGHT    -        -32.254 (meters)                     GEOID18
 KV4149  LAPLACE CORR    -          5.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4149.GEOID18 height accuracy estimate available here.
 KV4149
 KV4149.Click photographs - Photos may exist for this station.
 KV4149
 KV4149.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4149
 KV4149. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7157313382(NAD 83)
 KV4149
 KV4149                          SUPERSEDED SURVEY CONTROL
 KV4149
 KV4149  NAD 83(1996)-  40 46 05.88016(N)    074 09 06.95168(W) AD(       ) 3
 KV4149  NAD 83(1986)-  40 46 05.87632(N)    074 09 06.95735(W) AD(       ) 3
 KV4149  NAD 27      -  40 46 05.51200(N)    074 09 08.43500(W) AD(       ) 3
 KV4149  USSD        -  40 46 05.88000(N)    074 09 08.32000(W) AD(       ) 3
 KV4149
 KV4149.Superseded values are not recommended for survey control.
 KV4149
 KV4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4149.See file dsdata.pdf to determine how the superseded data were derived.
 KV4149
 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 = JULY 24, 2026 22:12:30 EDT
 KV4116 ***********************************************************************
 KV4116  DESIGNATION -  KEARNY WLWL EAST RADIO TOWER
 KV4116  PID         -  KV4116
 KV4116  STATE/COUNTY-  NJ/HUDSON
 KV4116  COUNTRY     -  US
 KV4116  USGS QUAD   -  WEEHAWKEN (2016)
 KV4116
 KV4116                         *CURRENT SURVEY CONTROL
 KV4116  ______________________________________________________________________
 KV4116* NAD 83(1996) POSITION- 40 45 27.48863(N) 074 06 39.08983(W)   ADJUSTED
 KV4116  ______________________________________________________________________
 KV4116  GEOID HEIGHT    -        -32.137 (meters)                     GEOID18
 KV4116  LAPLACE CORR    -          6.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4116.GEOID18 height accuracy estimate available here.
 KV4116
 KV4116.Click photographs - Photos may exist for this station.
 KV4116
 KV4116.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4116
 KV4116. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7505112233(NAD 83)
 KV4116
 KV4116                          SUPERSEDED SURVEY CONTROL
 KV4116
 KV4116  NAD 83(1996)-  40 45 27.48851(N)    074 06 39.09006(W) AD(       ) 3
 KV4116  NAD 83(1996)-  40 45 27.48729(N)    074 06 39.09172(W) AD(       ) 3
 KV4116  NAD 83(1992)-  40 45 27.48636(N)    074 06 39.09274(W) AD(       ) 3
 KV4116  NAD 83(1986)-  40 45 27.48877(N)    074 06 39.09454(W) AD(       ) 3
 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
 KV4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4116.See file dsdata.pdf to determine how the superseded data were derived.
 KV4116
 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 = JULY 24, 2026 22:12:30 EDT
 KV4118 ***********************************************************************
 KV4118  DESIGNATION -  KEARNY WLWL WEST RADIO TOWER
 KV4118  PID         -  KV4118
 KV4118  STATE/COUNTY-  NJ/HUDSON
 KV4118  COUNTRY     -  US
 KV4118  USGS QUAD   -  WEEHAWKEN (2016)
 KV4118
 KV4118                         *CURRENT SURVEY CONTROL
 KV4118  ______________________________________________________________________
 KV4118* NAD 83(1996) POSITION- 40 45 26.61940(N) 074 06 43.13784(W)   ADJUSTED
 KV4118  ______________________________________________________________________
 KV4118  GEOID HEIGHT    -        -32.140 (meters)                     GEOID18
 KV4118  LAPLACE CORR    -          6.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4118.GEOID18 height accuracy estimate available here.
 KV4118
 KV4118.Click photographs - Photos may exist for this station.
 KV4118
 KV4118.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4118
 KV4118. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7495712205(NAD 83)
 KV4118
 KV4118                          SUPERSEDED SURVEY CONTROL
 KV4118
 KV4118  NAD 83(1996)-  40 45 26.61928(N)    074 06 43.13807(W) AD(       ) 3
 KV4118  NAD 83(1996)-  40 45 26.61806(N)    074 06 43.13973(W) AD(       ) 3
 KV4118  NAD 83(1992)-  40 45 26.61712(N)    074 06 43.14074(W) AD(       ) 3
 KV4118  NAD 83(1986)-  40 45 26.61950(N)    074 06 43.14239(W) AD(       ) 3
 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
 KV4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4118.See file dsdata.pdf to determine how the superseded data were derived.
 KV4118
 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 = JULY 24, 2026 22:12:30 EDT
 KV4850 ***********************************************************************
 KV4850  DESIGNATION -  KEASBEY CARBORUNDUM CO TANK
 KV4850  PID         -  KV4850
 KV4850  STATE/COUNTY-  NJ/MIDDLESEX
 KV4850  COUNTRY     -  US
 KV4850  USGS QUAD   -  PERTH AMBOY (2016)
 KV4850
 KV4850                         *CURRENT SURVEY CONTROL
 KV4850  ______________________________________________________________________
 KV4850* NAD 83(1996) POSITION- 40 30 52.31219(N) 074 18 30.99562(W)   ADJUSTED
 KV4850  ______________________________________________________________________
 KV4850  GEOID HEIGHT    -        -32.587 (meters)                     GEOID18
 KV4850  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4850.GEOID18 height accuracy estimate available here.
 KV4850
 KV4850.Click photographs - Photos may exist for this station.
 KV4850
 KV4850.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4850
 KV4850. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5857185097(NAD 83)
 KV4850
 KV4850                          SUPERSEDED SURVEY CONTROL
 KV4850
 KV4850  NAD 83(1996)-  40 30 52.31209(N)    074 18 30.99607(W) AD(       ) 3
 KV4850  NAD 83(1986)-  40 30 52.31440(N)    074 18 30.99349(W) AD(       ) 3
 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
 KV4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4850.See file dsdata.pdf to determine how the superseded data were derived.
 KV4850
 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 = JULY 24, 2026 22:12:30 EDT
 KV4863 ***********************************************************************
 KV4863  DESIGNATION -  KEASBEY CARBORUNDUM TALL CHIM
 KV4863  PID         -  KV4863
 KV4863  STATE/COUNTY-  NJ/MIDDLESEX
 KV4863  COUNTRY     -  US
 KV4863  USGS QUAD   -  PERTH AMBOY (2016)
 KV4863
 KV4863                         *CURRENT SURVEY CONTROL
 KV4863  ______________________________________________________________________
 KV4863* NAD 83(1996) POSITION- 40 30 42.11583(N) 074 18 27.64256(W)   ADJUSTED
 KV4863  ______________________________________________________________________
 KV4863  GEOID HEIGHT    -        -32.583 (meters)                     GEOID18
 KV4863  LAPLACE CORR    -          4.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4863.GEOID18 height accuracy estimate available here.
 KV4863
 KV4863.Click photographs - Photos may exist for this station.
 KV4863
 KV4863.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4863
 KV4863. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5865384783(NAD 83)
 KV4863
 KV4863                          SUPERSEDED SURVEY CONTROL
 KV4863
 KV4863  NAD 83(1996)-  40 30 42.11570(N)    074 18 27.64300(W) AD(       ) 3
 KV4863  NAD 83(1986)-  40 30 42.11790(N)    074 18 27.64042(W) AD(       ) 3
 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
 KV4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4863.See file dsdata.pdf to determine how the superseded data were derived.
 KV4863
 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 = JULY 24, 2026 22:12:30 EDT
 KV4844 ***********************************************************************
 KV4844  DESIGNATION -  KEASBEY FIRE HOUSE CUPOLA
 KV4844  PID         -  KV4844
 KV4844  STATE/COUNTY-  NJ/MIDDLESEX
 KV4844  COUNTRY     -  US
 KV4844  USGS QUAD   -  PERTH AMBOY (2016)
 KV4844
 KV4844                         *CURRENT SURVEY CONTROL
 KV4844  ______________________________________________________________________
 KV4844* NAD 83(1996) POSITION- 40 31 04.31441(N) 074 18 25.46302(W)   ADJUSTED
 KV4844  ______________________________________________________________________
 KV4844  GEOID HEIGHT    -        -32.585 (meters)                     GEOID18
 KV4844  LAPLACE CORR    -          5.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4844.GEOID18 height accuracy estimate available here.
 KV4844
 KV4844.Click photographs - Photos may exist for this station.
 KV4844
 KV4844.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4844
 KV4844. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5869985468(NAD 83)
 KV4844
 KV4844                          SUPERSEDED SURVEY CONTROL
 KV4844
 KV4844  NAD 83(1996)-  40 31 04.31432(N)    074 18 25.46346(W) AD(       ) 3
 KV4844  NAD 83(1986)-  40 31 04.31682(N)    074 18 25.46082(W) AD(       ) 3
 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
 KV4844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4844.See file dsdata.pdf to determine how the superseded data were derived.
 KV4844
 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 = JULY 24, 2026 22:12:30 EDT
 KV4852 ***********************************************************************
 KV4852  DESIGNATION -  KEASBEY NAVICOAL CO SLIM STACK
 KV4852  PID         -  KV4852
 KV4852  STATE/COUNTY-  NJ/MIDDLESEX
 KV4852  COUNTRY     -  US
 KV4852  USGS QUAD   -  PERTH AMBOY (2016)
 KV4852
 KV4852                         *CURRENT SURVEY CONTROL
 KV4852  ______________________________________________________________________
 KV4852* NAD 83(1996) POSITION- 40 30 46.18910(N) 074 17 48.38436(W)   ADJUSTED
 KV4852  ______________________________________________________________________
 KV4852  GEOID HEIGHT    -        -32.558 (meters)                     GEOID18
 KV4852  LAPLACE CORR    -          4.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4852.GEOID18 height accuracy estimate available here.
 KV4852
 KV4852.Click photographs - Photos may exist for this station.
 KV4852
 KV4852.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4852
 KV4852. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5957584916(NAD 83)
 KV4852
 KV4852                          SUPERSEDED SURVEY CONTROL
 KV4852
 KV4852  NAD 83(1996)-  40 30 46.18898(N)    074 17 48.38474(W) AD(       ) 3
 KV4852  NAD 83(1986)-  40 30 46.19121(N)    074 17 48.38172(W) AD(       ) 3
 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
 KV4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4852.See file dsdata.pdf to determine how the superseded data were derived.
 KV4852
 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 = JULY 24, 2026 22:12:30 EDT
 KV4295 ***********************************************************************
 KV4295  DESIGNATION -  KELLOGG 1931
 KV4295  PID         -  KV4295
 KV4295  STATE/COUNTY-  NJ/HUDSON
 KV4295  COUNTRY     -  US
 KV4295  USGS QUAD   -  JERSEY CITY (2019)
 KV4295
 KV4295                         *CURRENT SURVEY CONTROL
 KV4295  ______________________________________________________________________
 KV4295* NAD 83(1996) POSITION- 40 42 32.56006(N) 074 06 05.79031(W)   ADJUSTED
 KV4295* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4295  ______________________________________________________________________
 KV4295  GEOID HEIGHT    -        -32.118 (meters)                     GEOID18
 KV4295  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4295.GEOID18 height accuracy estimate available here.
 KV4295
 KV4295.Click photographs - Photos may exist for this station.
 KV4295
 KV4295.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4295
 KV4295. The following values were computed from the NAD 83(1996) position.
 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       -  ST PAULS SPIRE                           153 22 54.4
 KV4295:SPC NY L     -  ST PAULS SPIRE                           153 42 29.1
 KV4295:UTM  18      -  ST PAULS SPIRE                           153 03 20.3
 KV4295
 KV4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7588706847(NAD 83)
 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
 KV4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4295.See file dsdata.pdf to determine how the superseded data were derived.
 KV4295
 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 = JULY 24, 2026 22:12:30 EDT
 KV6854 ***********************************************************************
 KV6854  DESIGNATION -  KENNIL 1
 KV6854  PID         -  KV6854
 KV6854  STATE/COUNTY-  NJ/UNION
 KV6854  COUNTRY     -  US
 KV6854  USGS QUAD   -  ROSELLE (2019)
 KV6854
 KV6854                         *CURRENT SURVEY CONTROL
 KV6854  ______________________________________________________________________
 KV6854* NAD 83(2011) POSITION- 40 40 48.03624(N) 074 16 40.86592(W)   ADJUSTED
 KV6854* NAD 83(2011) ELLIP HT-    -2.165 (meters)        (06/27/12)   ADJUSTED
 KV6854* NAD 83(2011) EPOCH   -  2010.00
 KV6854* NAVD 88 ORTHO HEIGHT -    30.4   (meters)      100.    (feet) GPS OBS
 KV6854  ______________________________________________________________________
 KV6854  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6854  GEOID HEIGHT    -        -32.750 (meters)                     GEOID90
 KV6854  GEOID HEIGHT    -        -32.599 (meters)                     GEOID18
 KV6854  NAD 83(2011) X  -  1,312,530.806 (meters)                     COMP
 KV6854  NAD 83(2011) Y  - -4,662,609.557 (meters)                     COMP
 KV6854  NAD 83(2011) Z  -  4,135,538.116 (meters)                     COMP
 KV6854  LAPLACE CORR    -          5.24  (seconds)                    DEFLEC18
 KV6854
 KV6854  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6854  Standards:
 KV6854         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6854            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6854  -------------------------------------------------------------------
 KV6854  NETWORK    0.49   0.78           0.19   0.21   0.40     -0.08644898
 KV6854  -------------------------------------------------------------------
 KV6854  Click here for local accuracies and other accuracy information.
 KV6854
 KV6854.The horizontal coordinates were established by GPS observations
 KV6854.and adjusted by the National Geodetic Survey in June 2012.
 KV6854
 KV6854.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6854.been affixed to the stable North American tectonic plate. See 
 KV6854.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6854
 KV6854.The horizontal coordinates are valid at the epoch date displayed above
 KV6854.which is a decimal equivalence of Year/Month/Day.
 KV6854
 KV6854.The orthometric height was determined by GPS observations and a
 KV6854.high-resolution geoid model.
 KV6854
 KV6854.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6854.GEOID18 height accuracy estimate available here.
 KV6854
 KV6854.Click photographs - Photos may exist for this station.
 KV6854
 KV6854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6854
 KV6854.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6854
 KV6854.The ellipsoidal height was determined by GPS observations
 KV6854.and is referenced to NAD 83.
 KV6854
 KV6854. The following values were computed from the NAD 83(2011) position.
 KV6854
 KV6854;                    North         East     Units Scale Factor Converg.
 KV6854;SPC NJ       -   205,039.669   168,764.633   MT  0.99990433   +0 08 40.9
 KV6854;SPC NJ       -   672,700.98    553,688.63   sFT  0.99990433   +0 08 40.9
 KV6854;SPC NY L     -    57,041.846   276,496.175   MT  0.99999929   -0 10 54.6
 KV6854;SPC NY L     -   187,144.79    907,137.87   sFT  0.99999929   -0 10 54.6
 KV6854;UTM  18      - 4,503,486.711   561,012.717   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 26.3
 KV6854:SPC NY L     -  KENNIL 2                                 022 57 01.8
 KV6854:UTM  18      -  KENNIL 2                                 022 17 52.9
 KV6854
 KV6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6101203486(NAD 83)
 KV6854
 KV6854|---------------------------------------------------------------------|
 KV6854| PID    Reference Object                     Distance      Geod. Az  |
 KV6854|                                                           dddmmss.s |
 KV6854| KV6855 KENNIL 2                            APPROX. 0.5 KM 0224607.2 |
 KV6854|---------------------------------------------------------------------|
 KV6854
 KV6854                          SUPERSEDED SURVEY CONTROL
 KV6854
 KV6854  NAD 83(2007)-  40 40 48.03640(N)    074 16 40.86663(W) AD(2002.00) 0
 KV6854  ELLIP H (02/10/07)   -2.151  (m)                       GP(2002.00)    
 KV6854  ELLIP H (10/23/02)   -2.156  (m)                       GP(       ) 4 1
 KV6854  NAD 83(1996)-  40 40 48.03664(N)    074 16 40.86685(W) AD(       ) 1
 KV6854  ELLIP H (05/14/99)   -2.142  (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
 KV6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6854.See file dsdata.pdf to determine how the superseded data were derived.
 KV6854
 KV6854_MARKER: DD = SURVEY DISK
 KV6854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6854_SP_SET: 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 - June 02, 2021
 KV6854
 KV6854  HISTORY     - Date     Condition        Report By
 KV6854  HISTORY     - 1991     MONUMENTED       NJDT
 KV6854  HISTORY     - 19920423 GOOD             NJGS
 KV6854  HISTORY     - 20070311 GOOD             GEOCAC
 KV6854  HISTORY     - 20130326 GOOD             AAAS
 KV6854  HISTORY     - 20210602 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.
 KV6854
 KV6854                          STATION RECOVERY (2007)
 KV6854
 KV6854'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6854'RECOVERED IN GOOD CONDITION.
 KV6854
 KV6854                          STATION RECOVERY (2013)
 KV6854
 KV6854'RECOVERY NOTE BY ARORA AND ASSOCIATES 2013 (PRD)
 KV6854'RECOVERED IN GOOD CONDITION.
 KV6854
 KV6854                          STATION RECOVERY (2021)
 KV6854
 KV6854'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6855 ***********************************************************************
 KV6855  DESIGNATION -  KENNIL 2
 KV6855  PID         -  KV6855
 KV6855  STATE/COUNTY-  NJ/UNION
 KV6855  COUNTRY     -  US
 KV6855  USGS QUAD   -  ROSELLE (2019)
 KV6855
 KV6855                         *CURRENT SURVEY CONTROL
 KV6855  ______________________________________________________________________
 KV6855* NAD 83(2011) POSITION- 40 41 03.02230(N) 074 16 32.60329(W)   ADJUSTED
 KV6855* NAD 83(2011) ELLIP HT-     1.305 (meters)        (06/27/12)   ADJUSTED
 KV6855* NAD 83(2011) EPOCH   -  2010.00
 KV6855* NAVD 88 ORTHO HEIGHT -    33.9   (meters)      111.    (feet) GPS OBS
 KV6855  ______________________________________________________________________
 KV6855  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6855  GEOID HEIGHT    -        -32.740 (meters)                     GEOID90
 KV6855  GEOID HEIGHT    -        -32.593 (meters)                     GEOID18
 KV6855  NAD 83(2011) X  -  1,312,636.630 (meters)                     COMP
 KV6855  NAD 83(2011) Y  - -4,662,269.450 (meters)                     COMP
 KV6855  NAD 83(2011) Z  -  4,135,890.934 (meters)                     COMP
 KV6855  LAPLACE CORR    -          5.23  (seconds)                    DEFLEC18
 KV6855
 KV6855  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6855  Standards:
 KV6855         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6855            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6855  -------------------------------------------------------------------
 KV6855  NETWORK    0.61   0.96           0.25   0.25   0.49     -0.08209219
 KV6855  -------------------------------------------------------------------
 KV6855  Click here for local accuracies and other accuracy information.
 KV6855
 KV6855.The horizontal coordinates were established by GPS observations
 KV6855.and adjusted by the National Geodetic Survey in June 2012.
 KV6855
 KV6855.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6855.been affixed to the stable North American tectonic plate. See 
 KV6855.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6855
 KV6855.The horizontal coordinates are valid at the epoch date displayed above
 KV6855.which is a decimal equivalence of Year/Month/Day.
 KV6855
 KV6855.The orthometric height was determined by GPS observations and a
 KV6855.high-resolution geoid model.
 KV6855
 KV6855.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6855.GEOID18 height accuracy estimate available here.
 KV6855
 KV6855.Click photographs - Photos may exist for this station.
 KV6855
 KV6855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6855
 KV6855.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6855
 KV6855.The ellipsoidal height was determined by GPS observations
 KV6855.and is referenced to NAD 83.
 KV6855
 KV6855. The following values were computed from the NAD 83(2011) position.
 KV6855
 KV6855;                    North         East     Units Scale Factor Converg.
 KV6855;SPC NJ       -   205,502.385   168,957.470   MT  0.99990442   +0 08 46.3
 KV6855;SPC NJ       -   674,219.07    554,321.30   sFT  0.99990442   +0 08 46.3
 KV6855;SPC NY L     -    57,503.500   276,691.665   MT  0.99999907   -0 10 49.2
 KV6855;SPC NY L     -   188,659.40    907,779.24   sFT  0.99999907   -0 10 49.2
 KV6855;UTM  18      - 4,503,950.396   561,202.870   MT  0.99964610   +0 28 19.8
 KV6855
 KV6855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6855!SPC NJ       -   0.99999980  x   0.99990442  =   0.99990422
 KV6855!SPC NY L     -   0.99999980  x   0.99999907  =   0.99999887
 KV6855!UTM  18      -   0.99999980  x   0.99964610  =   0.99964590
 KV6855
 KV6855:                Primary Azimuth Mark                     Grid Az
 KV6855:SPC NJ       -  KENNIL 1                                 202 37 26.3
 KV6855:SPC NY L     -  KENNIL 1                                 202 57 01.8
 KV6855:UTM  18      -  KENNIL 1                                 202 17 52.8
 KV6855
 KV6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6120203950(NAD 83)
 KV6855
 KV6855|---------------------------------------------------------------------|
 KV6855| PID    Reference Object                     Distance      Geod. Az  |
 KV6855|                                                           dddmmss.s |
 KV6855| KV6854 KENNIL 1                            APPROX. 0.5 KM 2024612.6 |
 KV6855|---------------------------------------------------------------------|
 KV6855
 KV6855                          SUPERSEDED SURVEY CONTROL
 KV6855
 KV6855  NAD 83(2007)-  40 41 03.02249(N)    074 16 32.60403(W) AD(2002.00) 0
 KV6855  ELLIP H (02/10/07)    1.319  (m)                       GP(2002.00)    
 KV6855  ELLIP H (10/23/02)    1.316  (m)                       GP(       ) 4 1
 KV6855  NAD 83(1996)-  40 41 03.02271(N)    074 16 32.60417(W) AD(       ) 1
 KV6855  ELLIP H (05/14/99)    1.330  (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
 KV6855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6855.See file dsdata.pdf to determine how the superseded data were derived.
 KV6855
 KV6855_MARKER: DD = SURVEY DISK
 KV6855_SETTING: 36 = SET IN A MASSIVE 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6855+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2021
 KV6855
 KV6855  HISTORY     - Date     Condition        Report By
 KV6855  HISTORY     - 1991     MONUMENTED       NJDT
 KV6855  HISTORY     - 19920423 GOOD             NJGS
 KV6855  HISTORY     - 20070311 GOOD             GEOCAC
 KV6855  HISTORY     - 20210602 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.
 KV6855
 KV6855                          STATION RECOVERY (2007)
 KV6855
 KV6855'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6855'STATION IS IN UNION TOWNSHIP, NOT THE BOROUGH OF KENNILWORTH.  EAST
 KV6855'END OF PEDESTRIAN BRIDGE WAS ACCESSED FROM PARKVIEW DRIVE IN UNION
 KV6855'TOWNSHIP.
 KV6855
 KV6855                          STATION RECOVERY (2021)
 KV6855
 KV6855'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5719 ***********************************************************************
 KV5719  DESIGNATION -  KERR
 KV5719  PID         -  KV5719
 KV5719  STATE/COUNTY-  NJ/BURLINGTON
 KV5719  COUNTRY     -  US
 KV5719  USGS QUAD   -  BEVERLY (2016)
 KV5719
 KV5719                         *CURRENT SURVEY CONTROL
 KV5719  ______________________________________________________________________
 KV5719* NAD 83(1996) POSITION- 40 04 29.27925(N) 074 52 45.48076(W)   ADJUSTED
 KV5719* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5719  ______________________________________________________________________
 KV5719  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 KV5719  LAPLACE CORR    -          3.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5719.GEOID18 height accuracy estimate available here.
 KV5719
 KV5719.Click photographs - Photos may exist for this station.
 KV5719
 KV5719.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5719
 KV5719. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1029136066(NAD 83)
 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
 KV5719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5719.See file dsdata.pdf to determine how the superseded data were derived.
 KV5719
 KV5719_MARKER: DS = TRIANGULATION STATION DISK
 KV5719_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5719_MARK LOGO: CGS
 KV5719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5727 ***********************************************************************
 KV5727  DESIGNATION -  KERR ECC
 KV5727  PID         -  KV5727
 KV5727  STATE/COUNTY-  NJ/BURLINGTON
 KV5727  COUNTRY     -  US
 KV5727  USGS QUAD   -  BEVERLY (2016)
 KV5727
 KV5727                         *CURRENT SURVEY CONTROL
 KV5727  ______________________________________________________________________
 KV5727* NAD 83(1996) POSITION- 40 04 26.29017(N) 074 52 41.57847(W)   ADJUSTED
 KV5727* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5727  ______________________________________________________________________
 KV5727  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 KV5727  LAPLACE CORR    -          3.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5727.GEOID18 height accuracy estimate available here.
 KV5727
 KV5727.Click photographs - Photos may exist for this station.
 KV5727
 KV5727.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5727
 KV5727. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1038435974(NAD 83)
 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                                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
 KV5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5727.See file dsdata.pdf to determine how the superseded data were derived.
 KV5727
 KV5727_MARKER: DS = TRIANGULATION STATION DISK
 KV5727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5727_STAMPING: KERR ECC 1933
 KV5727_MARK LOGO: CGS
 KV5727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5727+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV5292 ***********************************************************************
 KV5292  DESIGNATION -  KETTLE
 KV5292  PID         -  KV5292
 KV5292  STATE/COUNTY-  NJ/OCEAN
 KV5292  COUNTRY     -  US
 KV5292  USGS QUAD   -  LAKEWOOD (2016)
 KV5292
 KV5292                         *CURRENT SURVEY CONTROL
 KV5292  ______________________________________________________________________
 KV5292* NAD 83(1996) POSITION- 40 01 19.07014(N) 074 07 31.63592(W)   ADJUSTED
 KV5292* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5292  ______________________________________________________________________
 KV5292  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 KV5292  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5292.GEOID18 height accuracy estimate available here.
 KV5292
 KV5292.Click photographs - Photos may exist for this station.
 KV5292
 KV5292.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5292
 KV5292. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967364
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7462730561(NAD 83)
 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
 KV5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5292.See file dsdata.pdf to determine how the superseded data were derived.
 KV5292
 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 = JULY 24, 2026 22:12:30 EDT
 DR5261 ***********************************************************************
 DR5261  DESIGNATION -  KEYPORT
 DR5261  PID         -  DR5261
 DR5261  STATE/COUNTY-  NJ/MONMOUTH
 DR5261  COUNTRY     -  US
 DR5261  USGS QUAD   -  KEYPORT (2016)
 DR5261
 DR5261                         *CURRENT SURVEY CONTROL
 DR5261  ______________________________________________________________________
 DR5261* NAD 83(1986) POSITION- 40 26 21.45   (N) 074 12 07.77   (W)   HD_HELD1
 DR5261* NAVD 88 ORTHO HEIGHT -     2.201 (meters)        7.22  (feet) ADJUSTED
 DR5261  ______________________________________________________________________
 DR5261  GEOID HEIGHT    -        -32.365 (meters)                     GEOID18
 DR5261  DYNAMIC HEIGHT  -          2.200 (meters)        7.22  (feet) COMP
 DR5261  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 DR5261
 DR5261  VERT ORDER      -  FIRST     CLASS II
 DR5261
 DR5261.The horizontal coordinates were determined by differentially corrected
 DR5261.hand held GPS observations or other comparable positioning techniques
 DR5261.and have an estimated accuracy of +/- 3 meters.
 DR5261
 DR5261.The orthometric height was determined by differential leveling and
 DR5261.adjusted by the NATIONAL GEODETIC SURVEY
 DR5261.in July 2020.
 DR5261
 DR5261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5261.GEOID18 height accuracy estimate available here.
 DR5261
 DR5261.Click photographs - Photos may exist for this station.
 DR5261
 DR5261.The dynamic height is computed by dividing the NAVD 88
 DR5261.geopotential number by the normal gravity value computed on the
 DR5261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5261.degrees latitude (g = 980.6199 gals.).
 DR5261
 DR5261.The modeled gravity was interpolated from observed gravity values.
 DR5261
 DR5261;                    North         East    Units  Estimated Accuracy
 DR5261;SPC NJ       -   178,330.6     175,267.6     MT  (+/- 3 meters HH1 GPS) 
 DR5261
 DR5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6766576821(NAD 83)
 DR5261
 DR5261                          SUPERSEDED SURVEY CONTROL
 DR5261
 DR5261.No superseded survey control is available for this station.
 DR5261
 DR5261_MARKER: DD = SURVEY DISK
 DR5261_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5261_SP_SET: CURB
 DR5261_STAMPING: KEYPORT 2016
 DR5261_MARK LOGO: USACE
 DR5261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5261+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2025
 DR5261
 DR5261  HISTORY     - Date     Condition        Report By
 DR5261  HISTORY     - 2016     MONUMENTED       USACE
 DR5261  HISTORY     - 20180809 GOOD             NJGS
 DR5261  HISTORY     - 20211202 GOOD             NJGS
 DR5261  HISTORY     - 20250530 GOOD             AAAS
 DR5261  HISTORY     - 20250825 GOOD             NJGS
 DR5261
 DR5261                          STATION DESCRIPTION
 DR5261
 DR5261'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5261'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF SOUTH AMBOY
 DR5261'JUNCTION, 5.4 MI (8.7 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND IN
 DR5261'KEYPORT, NJ.
 DR5261'
 DR5261'TO REACH FROM THE INTERSECTION OF BROAD STREET (COUNTY ROUTE 4) AND
 DR5261'NEW JERSEY STATE ROUTE 36, GO 0.91 MI (1.46 KM) NORTHWEST ON BROAD
 DR5261'STREET TO THE STATION ON THE RIGHT.
 DR5261'
 DR5261'THE MARK IS LOCATED AT THE END OF BROAD STREET LEADING TO THE BAY, SET
 DR5261'IN THE CURB IN THE PARKING AREA ON EAST SIDE OF BOAT RAMP, 102.5 FT
 DR5261'(31.2 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A 4 FT (1.2 M) X 4
 DR5261'FT (1.2 M) DRAINAGE INLET, 81 FT (24.7 M) NORTHEAST OF THE SOUTHEAST
 DR5261'END OF CONCRETE RAMP CAP THAT IS ON EAST SIDE OF BOAT RAMP, 15.3 FT
 DR5261'(4.7 M) SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST EDGE OF A CONCRETE CAP
 DR5261'THAT HAS A 6 INCH X 6 FT (1.8 M) CUT OUT LEADING TO A WOODING
 DR5261'STRUCTURE, THAT LEADS TO A DOCK, 9.3 FT (2.8 M) EAST OF EAST EDGE OF
 DR5261'CONCRETE CAP LINING BULKHEAD.
 DR5261
 DR5261                          STATION RECOVERY (2021)
 DR5261
 DR5261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DR5261'RECOVERED IN GOOD CONDITION.
 DR5261
 DR5261                          STATION RECOVERY (2025)
 DR5261
 DR5261'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 DR5261'RECOVERED IN GOOD CONDITION.
 DR5261
 DR5261                          STATION RECOVERY (2025)
 DR5261
 DR5261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 DR5261'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5092 ***********************************************************************
 KV5092  DESIGNATION -  KEYPORT EAST TRANSM TOWER
 KV5092  PID         -  KV5092
 KV5092  STATE/COUNTY-  NJ/MONMOUTH
 KV5092  COUNTRY     -  US
 KV5092  USGS QUAD   -  KEYPORT (2016)
 KV5092
 KV5092                         *CURRENT SURVEY CONTROL
 KV5092  ______________________________________________________________________
 KV5092* NAD 83(1996) POSITION- 40 26 06.59537(N) 074 12 47.21262(W)   ADJUSTED
 KV5092  ______________________________________________________________________
 KV5092  GEOID HEIGHT    -        -32.373 (meters)                     GEOID18
 KV5092  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5092.GEOID18 height accuracy estimate available here.
 KV5092
 KV5092.Click photographs - Photos may exist for this station.
 KV5092
 KV5092.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5092
 KV5092. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6674076355(NAD 83)
 KV5092
 KV5092                          SUPERSEDED SURVEY CONTROL
 KV5092
 KV5092  NAD 83(1996)-  40 26 06.59445(N)    074 12 47.21210(W) AD(       ) 3
 KV5092  NAD 83(1986)-  40 26 06.59543(N)    074 12 47.20999(W) AD(       ) 3
 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
 KV5092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5092.See file dsdata.pdf to determine how the superseded data were derived.
 KV5092
 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 = JULY 24, 2026 22:12:30 EDT
 KV5097 ***********************************************************************
 KV5097  DESIGNATION -  KEYPORT FIRST BAPTIST CH SPIRE
 KV5097  PID         -  KV5097
 KV5097  STATE/COUNTY-  NJ/MONMOUTH
 KV5097  COUNTRY     -  US
 KV5097  USGS QUAD   -  KEYPORT (2016)
 KV5097
 KV5097                         *CURRENT SURVEY CONTROL
 KV5097  ______________________________________________________________________
 KV5097* NAD 83(1996) POSITION- 40 26 09.12141(N) 074 12 09.28803(W)   ADJUSTED
 KV5097  ______________________________________________________________________
 KV5097  GEOID HEIGHT    -        -32.364 (meters)                     GEOID18
 KV5097  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5097.GEOID18 height accuracy estimate available here.
 KV5097
 KV5097.Click photographs - Photos may exist for this station.
 KV5097
 KV5097.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5097
 KV5097. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6763376441(NAD 83)
 KV5097
 KV5097                          SUPERSEDED SURVEY CONTROL
 KV5097
 KV5097  NAD 83(1996)-  40 26 09.12194(N)    074 12 09.28691(W) AD(       ) 3
 KV5097  NAD 83(1986)-  40 26 09.12222(N)    074 12 09.28474(W) AD(       ) 3
 KV5097  NAD 27      -  40 26 08.73200(N)    074 12 10.76900(W) AD(       ) 3
 KV5097  USBS        -  40 26 12.41000(N)    074 11 47.24000(W) AD(       ) 3
 KV5097  USSD        -  40 26 09.19000(N)    074 12 10.68400(W) AD(       ) 3
 KV5097
 KV5097.Superseded values are not recommended for survey control.
 KV5097
 KV5097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5097.See file dsdata.pdf to determine how the superseded data were derived.
 KV5097
 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 = JULY 24, 2026 22:12:30 EDT
 DR5262 ***********************************************************************
 DR5262  DESIGNATION -  KEYPORT RM 1
 DR5262  PID         -  DR5262
 DR5262  STATE/COUNTY-  NJ/MONMOUTH
 DR5262  COUNTRY     -  US
 DR5262  USGS QUAD   -  KEYPORT (2016)
 DR5262
 DR5262                         *CURRENT SURVEY CONTROL
 DR5262  ______________________________________________________________________
 DR5262* NAD 83(1986) POSITION- 40 26 21.37   (N) 074 12 06.76   (W)   HD_HELD1
 DR5262* NAVD 88 ORTHO HEIGHT -     2.200 (meters)        7.22  (feet) ADJUSTED
 DR5262  ______________________________________________________________________
 DR5262  GEOID HEIGHT    -        -32.365 (meters)                     GEOID18
 DR5262  DYNAMIC HEIGHT  -          2.199 (meters)        7.21  (feet) COMP
 DR5262  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 DR5262
 DR5262  VERT ORDER      -  FIRST     CLASS II
 DR5262
 DR5262.The horizontal coordinates were determined by differentially corrected
 DR5262.hand held GPS observations or other comparable positioning techniques
 DR5262.and have an estimated accuracy of +/- 3 meters.
 DR5262
 DR5262.The orthometric height was determined by differential leveling and
 DR5262.adjusted by the NATIONAL GEODETIC SURVEY
 DR5262.in July 2020.
 DR5262
 DR5262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5262.GEOID18 height accuracy estimate available here.
 DR5262
 DR5262.Click photographs - Photos may exist for this station.
 DR5262
 DR5262.The dynamic height is computed by dividing the NAVD 88
 DR5262.geopotential number by the normal gravity value computed on the
 DR5262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5262.degrees latitude (g = 980.6199 gals.).
 DR5262
 DR5262.The modeled gravity was interpolated from observed gravity values.
 DR5262
 DR5262;                    North         East    Units  Estimated Accuracy
 DR5262;SPC NJ       -   178,328.2     175,291.4     MT  (+/- 3 meters HH1 GPS) 
 DR5262
 DR5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6768976819(NAD 83)
 DR5262
 DR5262                          SUPERSEDED SURVEY CONTROL
 DR5262
 DR5262.No superseded survey control is available for this station.
 DR5262
 DR5262_MARKER: DR = REFERENCE MARK DISK
 DR5262_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5262_SP_SET: CURB
 DR5262_STAMPING: KEYPORT RM 1 2016
 DR5262_MARK LOGO: USACE
 DR5262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5262+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2025
 DR5262
 DR5262  HISTORY     - Date     Condition        Report By
 DR5262  HISTORY     - 2016     MONUMENTED       USACE
 DR5262  HISTORY     - 20180809 GOOD             NJGS
 DR5262  HISTORY     - 20211210 GOOD             NJGS
 DR5262  HISTORY     - 20250825 GOOD             NJGS
 DR5262
 DR5262                          STATION DESCRIPTION
 DR5262
 DR5262'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5262'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF SOUTH AMBOY
 DR5262'JUNCTION, 5.4 MI (8.7 KM) EAST-SOUTHEAST OF SOUTH AMBOY AND IN
 DR5262'KEYPORT, NJ.
 DR5262'
 DR5262'TO REACH FROM THE INTERSECTION OF BROAD STREET (COUNTY ROUTE 4) AND
 DR5262'NEW JERSEY STATE ROUTE 36, GO 0.91 MI (1.46 KM) NORTHWEST ON BROAD
 DR5262'STREET TO THE STATION ON THE RIGHT, MARK IS LOCATED AT END OF BROAD
 DR5262'STREET, LEADING TO THE BAY, SET ON NORTHEAST CORNER OF PARKING LOT,
 DR5262'EAST OF THE BOAT RAMP.
 DR5262'
 DR5262'THE STATION IS SET IN THE CURB AT THE NORTHEAST CORNER OF THE PARKING
 DR5262'LOT, 88 FT (26.8 M) EAST OF THE EAST EDGE OF CONCRETE CAP LINING BOAT
 DR5262'RAMP, 69.5 FT (21.2 M) NORTHEAST OF THE NORTHWEST CORNER OF A 4 FT
 DR5262'(1.2 M) X 4 FT (1.2 M) DRAINAGE INLET IN PARKING LOT, 5.5 FT (1.7 M)
 DR5262'SOUTH OF SOUTH EDGE OF CONCRETE CAP ALONG BAYSIDE.
 DR5262
 DR5262                          STATION RECOVERY (2021)
 DR5262
 DR5262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DR5262'RECOVERED IN GOOD CONDITION.
 DR5262
 DR5262                          STATION RECOVERY (2025)
 DR5262
 DR5262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 DR5262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5093 ***********************************************************************
 KV5093  DESIGNATION -  KEYPORT STANDPIPE
 KV5093  PID         -  KV5093
 KV5093  STATE/COUNTY-  NJ/MONMOUTH
 KV5093  COUNTRY     -  US
 KV5093  USGS QUAD   -  KEYPORT (2016)
 KV5093
 KV5093                         *CURRENT SURVEY CONTROL
 KV5093  ______________________________________________________________________
 KV5093* NAD 83(1996) POSITION- 40 26 04.56181(N) 074 11 52.80436(W)   ADJUSTED
 KV5093  ______________________________________________________________________
 KV5093  GEOID HEIGHT    -        -32.361 (meters)                     GEOID18
 KV5093  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5093.GEOID18 height accuracy estimate available here.
 KV5093
 KV5093.Click photographs - Photos may exist for this station.
 KV5093
 KV5093.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5093
 KV5093. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6802276304(NAD 83)
 KV5093
 KV5093                          SUPERSEDED SURVEY CONTROL
 KV5093
 KV5093  NAD 83(1996)-  40 26 04.56102(N)    074 11 52.80370(W) AD(       ) 3
 KV5093  NAD 83(1986)-  40 26 04.56210(N)    074 11 52.80162(W) AD(       ) 3
 KV5093  NAD 27      -  40 26 04.16900(N)    074 11 54.28200(W) AD(       ) 3
 KV5093  USSD        -  40 26 04.52900(N)    074 11 54.16500(W) AD(       ) 3
 KV5093
 KV5093.Superseded values are not recommended for survey control.
 KV5093
 KV5093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5093.See file dsdata.pdf to determine how the superseded data were derived.
 KV5093
 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 = JULY 24, 2026 22:12:30 EDT
 KV5098 ***********************************************************************
 KV5098  DESIGNATION -  KEYPORT WEST TRANSM TOWER
 KV5098  PID         -  KV5098
 KV5098  STATE/COUNTY-  NJ/MONMOUTH
 KV5098  COUNTRY     -  US
 KV5098  USGS QUAD   -  KEYPORT (2016)
 KV5098
 KV5098                         *CURRENT SURVEY CONTROL
 KV5098  ______________________________________________________________________
 KV5098* NAD 83(1996) POSITION- 40 26 07.68468(N) 074 12 50.71993(W)   ADJUSTED
 KV5098  ______________________________________________________________________
 KV5098  GEOID HEIGHT    -        -32.374 (meters)                     GEOID18
 KV5098  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5098.GEOID18 height accuracy estimate available here.
 KV5098
 KV5098.Click photographs - Photos may exist for this station.
 KV5098
 KV5098.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5098
 KV5098. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6665776388(NAD 83)
 KV5098
 KV5098                          SUPERSEDED SURVEY CONTROL
 KV5098
 KV5098  NAD 83(1996)-  40 26 07.68376(N)    074 12 50.71943(W) AD(       ) 3
 KV5098  NAD 83(1986)-  40 26 07.68472(N)    074 12 50.71733(W) AD(       ) 3
 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
 KV5098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5098.See file dsdata.pdf to determine how the superseded data were derived.
 KV5098
 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 = JULY 24, 2026 22:12:30 EDT
 KV5662 ***********************************************************************
 KV5662  DESIGNATION -  KEYSTONE CL
 KV5662  PID         -  KV5662
 KV5662  STATE/COUNTY-  NJ/BURLINGTON
 KV5662  COUNTRY     -  US
 KV5662  USGS QUAD   -  BRISTOL (2019)
 KV5662
 KV5662                         *CURRENT SURVEY CONTROL
 KV5662  ______________________________________________________________________
 KV5662* NAD 83(1996) POSITION- 40 06 49.84191(N) 074 49 42.22273(W)   ADJUSTED
 KV5662* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5662  ______________________________________________________________________
 KV5662  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 KV5662  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5662.GEOID18 height accuracy estimate available here.
 KV5662
 KV5662.Click photographs - Photos may exist for this station.
 KV5662
 KV5662.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5662
 KV5662. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960753
 KV5662
 KV5662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1462340407(NAD 83)
 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
 KV5662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5662.See file dsdata.pdf to determine how the superseded data were derived.
 KV5662
 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       USACE
 KV5662  HISTORY     - 1947     GOOD             CGS
 KV5662
 KV5662                          STATION DESCRIPTION
 KV5662
 KV5662'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV6404 ***********************************************************************
 KV6404  DESIGNATION -  KEYSTONE RANGE FRONT LIGHT
 KV6404  PID         -  KV6404
 KV6404  STATE/COUNTY-  NJ/BURLINGTON
 KV6404  COUNTRY     -  US
 KV6404  USGS QUAD   -  BRISTOL (2019)
 KV6404
 KV6404                         *CURRENT SURVEY CONTROL
 KV6404  ______________________________________________________________________
 KV6404* NAD 83(1996) POSITION- 40 06 32.79514(N) 074 49 51.30932(W)   NO CHECK
 KV6404  ______________________________________________________________________
 KV6404  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 KV6404  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC18
 KV6404  HORZ ORDER      -  THIRD
 KV6404
 KV6404.The horizontal coordinates were established by classical geodetic methods
 KV6404.and adjusted by the National Geodetic Survey in September 1999.
 KV6404
 KV6404.No horizontal observational check was made to the station.
 KV6404
 KV6404.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6404.GEOID18 height accuracy estimate available here.
 KV6404
 KV6404.Click photographs - Photos may exist for this station.
 KV6404
 KV6404.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6404
 KV6404. The following values were computed from the NAD 83(1996) position.
 KV6404
 KV6404;                    North         East     Units Scale Factor Converg.
 KV6404;SPC NJ       -   141,680.758   121,789.351   MT  0.99990979   -0 12 47.5
 KV6404;SPC NJ       -   464,830.95    399,570.56   sFT  0.99990979   -0 12 47.5
 KV6404;UTM  18      - 4,439,881.147   514,409.687   MT  0.99960256   +0 06 32.1
 KV6404
 KV6404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1440939881(NAD 83)
 KV6404
 KV6404                          SUPERSEDED SURVEY CONTROL
 KV6404
 KV6404  NAD 83(1986)-  40 06 32.79487(N)    074 49 51.31029(W) AD(       ) 3
 KV6404
 KV6404.Superseded values are not recommended for survey control.
 KV6404
 KV6404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6404.See file dsdata.pdf to determine how the superseded data were derived.
 KV6404
 KV6404_MARKER: 15 = RANGE MARKER
 KV6404
 KV6404  HISTORY     - Date     Condition        Report By
 KV6404  HISTORY     - 1978     FIRST OBSERVED   NOS
 KV6404
 KV6404                          STATION DESCRIPTION
 KV6404
 KV6404'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5845 ***********************************************************************
 KV5845  DESIGNATION -  KILMER
 KV5845  PID         -  KV5845
 KV5845  STATE/COUNTY-  NJ/MIDDLESEX
 KV5845  COUNTRY     -  US
 KV5845  USGS QUAD   -  PLAINFIELD (2019)
 KV5845
 KV5845                         *CURRENT SURVEY CONTROL
 KV5845  ______________________________________________________________________
 KV5845* NAD 83(2011) POSITION- 40 32 00.68966(N) 074 25 34.38385(W)   ADJUSTED
 KV5845* NAD 83(2011) ELLIP HT-   -10.478 (meters)        (06/27/12)   ADJUSTED
 KV5845* NAD 83(2011) EPOCH   -  2010.00
 KV5845* NAVD 88 ORTHO HEIGHT -    22.4   (meters)       73.    (feet) GPS OBS
 KV5845  ______________________________________________________________________
 KV5845  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5845  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 KV5845  NAD 83(2011) X  -  1,303,307.061 (meters)                     COMP
 KV5845  NAD 83(2011) Y  - -4,676,181.471 (meters)                     COMP
 KV5845  NAD 83(2011) Z  -  4,123,183.180 (meters)                     COMP
 KV5845  LAPLACE CORR    -          5.36  (seconds)                    DEFLEC18
 KV5845
 KV5845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5845  Standards:
 KV5845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5845  -------------------------------------------------------------------
 KV5845  NETWORK    0.48   0.76           0.20   0.19   0.39      0.07818738
 KV5845  -------------------------------------------------------------------
 KV5845  Click here for local accuracies and other accuracy information.
 KV5845
 KV5845.The horizontal coordinates were established by GPS observations
 KV5845.and adjusted by the National Geodetic Survey in June 2012.
 KV5845
 KV5845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5845.been affixed to the stable North American tectonic plate. See 
 KV5845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5845
 KV5845.The horizontal coordinates are valid at the epoch date displayed above
 KV5845.which is a decimal equivalence of Year/Month/Day.
 KV5845
 KV5845.The orthometric height was determined by GPS observations and a
 KV5845.high-resolution geoid model.
 KV5845
 KV5845.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5845.GEOID18 height accuracy estimate available here.
 KV5845
 KV5845.Click photographs - Photos may exist for this station.
 KV5845
 KV5845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5845
 KV5845.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5845
 KV5845.The ellipsoidal height was determined by GPS observations
 KV5845.and is referenced to NAD 83.
 KV5845
 KV5845. The following values were computed from the NAD 83(2011) position.
 KV5845
 KV5845;                    North         East     Units Scale Factor Converg.
 KV5845;SPC NJ       -   188,753.579   156,250.618   MT  0.99990048   +0 02 52.6
 KV5845;SPC NJ       -   619,269.03    512,632.24   sFT  0.99990048   +0 02 52.6
 KV5845;UTM  18      - 4,487,134.138   548,594.701   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4859487134(NAD 83)
 KV5845
 KV5845                          SUPERSEDED SURVEY CONTROL
 KV5845
 KV5845  NAD 83(2007)-  40 32 00.68995(N)    074 25 34.38457(W) AD(2002.00) 0
 KV5845  ELLIP H (02/10/07)  -10.471  (m)                       GP(2002.00)    
 KV5845  ELLIP H (10/23/02)  -10.470  (m)                       GP(       ) 4 1
 KV5845  NAD 83(1996)-  40 32 00.69019(N)    074 25 34.38484(W) AD(       ) 1
 KV5845  ELLIP H (05/14/99)  -10.466  (m)                       GP(       ) 4 1
 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)  RAPSU86  model used  GPS OBS        
 KV5845
 KV5845.Superseded values are not recommended for survey control.
 KV5845
 KV5845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5845.See file dsdata.pdf to determine how the superseded data were derived.
 KV5845
 KV5845_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5845_STAMPING: KILMER
 KV5845_MARK LOGO: LOCSUR
 KV5845_PROJECTION: FLUSH
 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 - September 22, 2021
 KV5845
 KV5845  HISTORY     - Date     Condition        Report By
 KV5845  HISTORY     - 1985     MONUMENTED       PSEG
 KV5845  HISTORY     - 1985     GOOD             GEOHYD
 KV5845  HISTORY     - 19901114 GOOD             NJGS
 KV5845  HISTORY     - 20121121 GOOD             INDIV
 KV5845  HISTORY     - 20210922 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.
 KV5845
 KV5845                          STATION RECOVERY (2012)
 KV5845
 KV5845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DJM)
 KV5845'RECOVERED AS DESCRIBED
 KV5845
 KV5845                          STATION RECOVERY (2021)
 KV5845
 KV5845'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV5845'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4006 ***********************************************************************
 KV4006  DESIGNATION -  KILN
 KV4006  PID         -  KV4006
 KV4006  STATE/COUNTY-  NJ/BERGEN
 KV4006  COUNTRY     -  US
 KV4006  USGS QUAD   -  WEEHAWKEN (2016)
 KV4006
 KV4006                         *CURRENT SURVEY CONTROL
 KV4006  ______________________________________________________________________
 KV4006* NAD 83(1996) POSITION- 40 50 02.69149(N) 074 01 34.35136(W)   ADJUSTED
 KV4006* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4006  ______________________________________________________________________
 KV4006  GEOID HEIGHT    -        -31.819 (meters)                     GEOID18
 KV4006  LAPLACE CORR    -          7.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4006.GEOID18 height accuracy estimate available here.
 KV4006
 KV4006.Click photographs - Photos may exist for this station.
 KV4006
 KV4006.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4006
 KV4006. The following values were computed from the NAD 83(1996) position.
 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       -  BOARD                                    215 09 48.1
 KV4006:SPC NY L     -  BOARD                                    215 29 25.1
 KV4006:UTM  18      -  BOARD                                    214 50 11.0
 KV4006
 KV4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8210220794(NAD 83)
 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
 KV4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4006.See file dsdata.pdf to determine how the superseded data were derived.
 KV4006
 KV4006_MARKER: DS = TRIANGULATION STATION DISK
 KV4006_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4006_MARK LOGO: CGS
 KV4006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 AC7266 ***********************************************************************
 AC7266  DESIGNATION -  KIM
 AC7266  PID         -  AC7266
 AC7266  STATE/COUNTY-  NJ/OCEAN
 AC7266  COUNTRY     -  US
 AC7266  USGS QUAD   -  BEACH HAVEN (2019)
 AC7266
 AC7266                         *CURRENT SURVEY CONTROL
 AC7266  ______________________________________________________________________
 AC7266* NAD 83(1986) POSITION- 39 37 17.33   (N) 074 11 41.27   (W)   HD_HELD1
 AC7266* NAVD 88 ORTHO HEIGHT -     3.139 (meters)       10.30  (feet) ADJUSTED
 AC7266  ______________________________________________________________________
 AC7266  GEOID HEIGHT    -        -33.651 (meters)                     GEOID18
 AC7266  DYNAMIC HEIGHT  -          3.138 (meters)       10.30  (feet) COMP
 AC7266  MODELED GRAVITY -    980,146.8   (mgal)                       NAVD 88
 AC7266
 AC7266  VERT ORDER      -  FIRST     CLASS I
 AC7266
 AC7266.The horizontal coordinates were determined by differentially corrected
 AC7266.hand held GPS observations or other comparable positioning techniques
 AC7266.and have an estimated accuracy of +/- 3 meters.
 AC7266
 AC7266.The orthometric height was determined by differential leveling and
 AC7266.adjusted by the NATIONAL GEODETIC SURVEY
 AC7266.in April 1997.
 AC7266
 AC7266.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7266.GEOID18 height accuracy estimate available here.
 AC7266
 AC7266.Click photographs - Photos may exist for this station.
 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       -    87,535.7     176,203.2     MT  (+/- 3 meters HH1 GPS) 
 AC7266
 AC7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6911086056(NAD 83)
 AC7266
 AC7266                          SUPERSEDED SURVEY CONTROL
 AC7266
 AC7266.No superseded survey control is available for this station.
 AC7266
 AC7266_MARKER: DD = SURVEY DISK
 AC7266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7266_STAMPING: KIM 1979
 AC7266_MARK LOGO: USACE
 AC7266_PROJECTION: FLUSH
 AC7266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7266+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2020
 AC7266
 AC7266  HISTORY     - Date     Condition        Report By
 AC7266  HISTORY     - 1979     MONUMENTED       USACE
 AC7266  HISTORY     - 19960710 GOOD             NJGS
 AC7266  HISTORY     - 20190204 GOOD             NJGS
 AC7266  HISTORY     - 20200901 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.
 AC7266
 AC7266                          STATION RECOVERY (2019)
 AC7266
 AC7266'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 AC7266'DUE TO AN OVERHANGING BRANCH OF AN EVERGREEN TREE, THE MARK IS NO
 AC7266'LONGER SUITABLE FOR SATELLITE OBSERVATIONS.
 AC7266
 AC7266                          STATION RECOVERY (2020)
 AC7266
 AC7266'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 AC7266'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DJ5354 ***********************************************************************
 DJ5354  DESIGNATION -  KIMCOB
 DJ5354  PID         -  DJ5354
 DJ5354  STATE/COUNTY-  NJ/MONMOUTH
 DJ5354  COUNTRY     -  US
 DJ5354  USGS QUAD   -  MARLBORO (2016)
 DJ5354
 DJ5354                         *CURRENT SURVEY CONTROL
 DJ5354  ______________________________________________________________________
 DJ5354* NAD 83(2011) POSITION- 40 15 04.49451(N) 074 14 48.44294(W)   ADJUSTED
 DJ5354* NAD 83(2011) ELLIP HT-    12.461 (meters)        (06/27/12)   ADJUSTED
 DJ5354* NAD 83(2011) EPOCH   -  2010.00
 DJ5354* NAVD 88 ORTHO HEIGHT -    44.806 (meters)      147.00  (feet) ADJUSTED
 DJ5354  ______________________________________________________________________
 DJ5354  GEOID HEIGHT    -        -32.370 (meters)                     GEOID18
 DJ5354  NAD 83(2011) X  -  1,323,463.923 (meters)                     COMP
 DJ5354  NAD 83(2011) Y  - -4,691,642.865 (meters)                     COMP
 DJ5354  NAD 83(2011) Z  -  4,099,325.260 (meters)                     COMP
 DJ5354  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 DJ5354  DYNAMIC HEIGHT  -         44.787 (meters)      146.94  (feet) COMP
 DJ5354  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 DJ5354
 DJ5354  VERT ORDER      -  SECOND    CLASS II
 DJ5354
 DJ5354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5354  Standards:
 DJ5354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5354  -------------------------------------------------------------------
 DJ5354  NETWORK    0.53   1.33           0.23   0.20   0.68     -0.08189842
 DJ5354  -------------------------------------------------------------------
 DJ5354  Click here for local accuracies and other accuracy information.
 DJ5354
 DJ5354.The horizontal coordinates were established by GPS observations
 DJ5354.and adjusted by the National Geodetic Survey in June 2012.
 DJ5354
 DJ5354.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5354.been affixed to the stable North American tectonic plate. See 
 DJ5354.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5354
 DJ5354.The horizontal coordinates are valid at the epoch date displayed above
 DJ5354.which is a decimal equivalence of Year/Month/Day.
 DJ5354
 DJ5354.The orthometric height was determined by differential leveling and
 DJ5354.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5354.in May 2011.
 DJ5354
 DJ5354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5354.GEOID18 height accuracy estimate available here.
 DJ5354
 DJ5354.Click photographs - Photos may exist for this station.
 DJ5354
 DJ5354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5354
 DJ5354.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5354
 DJ5354.The ellipsoidal height was determined by GPS observations
 DJ5354.and is referenced to NAD 83.
 DJ5354
 DJ5354.The dynamic height is computed by dividing the NAVD 88
 DJ5354.geopotential number by the normal gravity value computed on the
 DJ5354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5354.degrees latitude (g = 980.6199 gals.).
 DJ5354
 DJ5354.The modeled gravity was interpolated from observed gravity values.
 DJ5354
 DJ5354. The following values were computed from the NAD 83(2011) position.
 DJ5354
 DJ5354;                    North         East     Units Scale Factor Converg.
 DJ5354;SPC NJ       -   157,440.263   171,541.005   MT  0.99990571   +0 09 49.0
 DJ5354;SPC NJ       -   516,535.26    562,797.45   sFT  0.99990571   +0 09 49.0
 DJ5354;UTM  18      - 4,455,916.016   564,057.853   MT  0.99965051   +0 29 12.1
 DJ5354
 DJ5354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5354!SPC NJ       -   0.99999805  x   0.99990571  =   0.99990376
 DJ5354!UTM  18      -   0.99999805  x   0.99965051  =   0.99964856
 DJ5354
 DJ5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6405755916(NAD 83)
 DJ5354
 DJ5354                          SUPERSEDED SURVEY CONTROL
 DJ5354
 DJ5354  NAD 83(2007)-  40 15 04.49469(N)    074 14 48.44349(W) AD(2002.00) B
 DJ5354  ELLIP H (03/15/07)   12.476  (m)                       GP(2002.00) 4 1
 DJ5354  NAVD 88 (03/15/07)   44.84   (m)  GEOID03  model used  GPS OBS        
 DJ5354
 DJ5354.Superseded values are not recommended for survey control.
 DJ5354
 DJ5354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5354.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5354
 DJ5354_MARKER: DD = SURVEY DISK
 DJ5354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5354_STAMPING: KIMCOB 2006
 DJ5354_MARK LOGO: NJDT
 DJ5354_PROJECTION: FLUSH
 DJ5354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5354+STABILITY: SURFACE MOTION
 DJ5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5354+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2020
 DJ5354
 DJ5354  HISTORY     - Date     Condition        Report By
 DJ5354  HISTORY     - 20061102 MONUMENTED       NJGS
 DJ5354  HISTORY     - 20140411 GOOD             NJGS
 DJ5354  HISTORY     - 20170126 GOOD             AAAS
 DJ5354  HISTORY     - 20200512 GOOD             NJGS
 DJ5354
 DJ5354                          STATION DESCRIPTION
 DJ5354
 DJ5354'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DJ5354'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, A DISK IN A SQUARE
 DJ5354'CONCRETE MONUMENT IN THE BLACKTOP SIDEWALK ON THE EAST SIDE OF
 DJ5354'KOZLOWSKI ROAD (COUNTY ROUTE 55), JUST NORTH OF THE KOZLOWSKI ROAD
 DJ5354'BRIDGE OVER NJ ROUTE 33 BUSINESS.
 DJ5354'
 DJ5354'TO REACH THE STATION FROM THE JUNCTION OF SOUTH STREET (NJ STATE ROUTE
 DJ5354'79) AND PARK AVENUE (NJ STATE ROUTE 33 BUSINESS) IN THE BOROUGH OF
 DJ5354'FREEHOLD, GO ABOUT 1.4 MI (2.25 KM) EAST ON ROUTE 33 BUSINESS TO THE
 DJ5354'KOZLOWSKI ROAD CLOVERLEAF AND BRIDGE COMPLEX, TAKE CLOVERLEAF RAMP
 DJ5354'NORTH ON KOZLOWSKI ROAD OVER BRIDGE TO THE STATION ON THE RIGHT.
 DJ5354'
 DJ5354'THE STATION IS 43.4 FT (13.2 M) EAST OF THE EAST CURB OF KOZLOWSKI
 DJ5354'ROAD, 7.0 FT (2.1 M) WEST OF A WITNESS SIGN, 22.5 FT (6.9 M) SOUTH OF
 DJ5354'THE RANGE OF A CANTILEVER HIGHWAY SIGN (BUSINESS 33 WEST MANALAPAN)
 DJ5354'FOR THE SOUTHBOUND LANES OF KOZLOWSKI ROAD, 151.4 FT (46.1 M) SOUTH OF
 DJ5354'THE NORTH END OF THE GUIDERAIL FOR THE NORTHBOUND LANES OF KOZLOWSKI
 DJ5354'ROAD, 3.2 FT (1.0 M) WEST OF THE GUARDRAIL.
 DJ5354
 DJ5354                          STATION RECOVERY (2014)
 DJ5354
 DJ5354'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 DJ5354'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH FROM MARLBORO, 2.3
 DJ5354'MI (3.7 KM) NORTH-NORTHEAST FROM ADELPHIA AND 1.6 MI (2.6 KM)
 DJ5354'EAST-SOUTHEAST FROM FREEHOLD.
 DJ5354'
 DJ5354'THE STATION WAS RECOVERED AS DESCRIBED.
 DJ5354'
 DJ5354'THE STATION IS ALSO KNOWN AS KOZLOSKI ROAD BASELINE STATION 234+85.00.
 DJ5354
 DJ5354                          STATION RECOVERY (2017)
 DJ5354
 DJ5354'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 DJ5354'RECOVERED IN GOOD CONDITION.
 DJ5354
 DJ5354                          STATION RECOVERY (2020)
 DJ5354
 DJ5354'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DJ5354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0820 ***********************************************************************
 KU0820  DESIGNATION -  KINGMILL
 KU0820  PID         -  KU0820
 KU0820  STATE/COUNTY-  NJ/MONMOUTH
 KU0820  COUNTRY     -  US
 KU0820  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0820
 KU0820                         *CURRENT SURVEY CONTROL
 KU0820  ______________________________________________________________________
 KU0820* NAD 83(1996) POSITION- 40 27 09.04294(N) 073 59 31.56714(W)   ADJUSTED
 KU0820* NAVD 88 ORTHO HEIGHT -     4.701 (meters)       15.42  (feet) ADJUSTED
 KU0820  ______________________________________________________________________
 KU0820  GEOID HEIGHT    -        -32.489 (meters)                     GEOID18
 KU0820  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 KU0820  DYNAMIC HEIGHT  -          4.699 (meters)       15.42  (feet) COMP
 KU0820  MODELED GRAVITY -    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 and
 KU0820.adjusted by the NATIONAL GEODETIC SURVEY
 KU0820.in May 2006.
 KU0820
 KU0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0820.GEOID18 height accuracy estimate available here.
 KU0820
 KU0820.Click photographs - Photos may exist for this station.
 KU0820
 KU0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000436  x   0.99992284  =   0.99992720
 KU0820!UTM  18      -   1.00000436  x   0.99968991  =   0.99969427
 KU0820
 KU0820:                Primary Azimuth Mark                     Grid Az
 KU0820:SPC NJ       -  HORSE SHOE                               247 12 10.6
 KU0820:UTM  18      -  HORSE SHOE                               246 52 42.6
 KU0820
 KU0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8546378471(NAD 83)
 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) SUPERSEDED  1 2
 KU0820  NGVD 29 (??/??/92)    5.063  (m)           16.61   (f) ADJ UNCH    1 2
 KU0820  NGVD 29               5.06   (m)           16.6    (f) LEVELING    3  
 KU0820
 KU0820.Superseded values are not recommended for survey control.
 KU0820
 KU0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0820.See file dsdata.pdf to determine how the superseded data were derived.
 KU0820
 KU0820_MARKER: DS = TRIANGULATION STATION DISK
 KU0820_SETTING: 7 = 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             CGS
 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV4062 ***********************************************************************
 KV4062  DESIGNATION -  KINGSLAND LACKAWANNA RR TANK
 KV4062  PID         -  KV4062
 KV4062  STATE/COUNTY-  NJ/BERGEN
 KV4062  COUNTRY     -  US
 KV4062  USGS QUAD   -  WEEHAWKEN (2016)
 KV4062
 KV4062                         *CURRENT SURVEY CONTROL
 KV4062  ______________________________________________________________________
 KV4062* NAD 83(1996) POSITION- 40 48 05.09152(N) 074 06 58.53257(W)   ADJUSTED
 KV4062  ______________________________________________________________________
 KV4062  GEOID HEIGHT    -        -32.140 (meters)                     GEOID18
 KV4062  LAPLACE CORR    -          6.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4062.GEOID18 height accuracy estimate available here.
 KV4062
 KV4062.Click photographs - Photos may exist for this station.
 KV4062
 KV4062.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4062
 KV4062. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7454717088(NAD 83)
 KV4062
 KV4062                          SUPERSEDED SURVEY CONTROL
 KV4062
 KV4062  NAD 83(1996)-  40 48 05.09149(N)    074 06 58.53272(W) AD(       ) 3
 KV4062  NAD 83(1996)-  40 48 05.09079(N)    074 06 58.53474(W) AD(       ) 3
 KV4062  NAD 83(1992)-  40 48 05.08968(N)    074 06 58.53540(W) AD(       ) 3
 KV4062  NAD 83(1986)-  40 48 05.09482(N)    074 06 58.53537(W) AD(       ) 3
 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
 KV4062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4062.See file dsdata.pdf to determine how the superseded data were derived.
 KV4062
 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 = JULY 24, 2026 22:12:30 EDT
 KV4064 ***********************************************************************
 KV4064  DESIGNATION -  KINGSLAND LACKAWANNA RR CHIM
 KV4064  PID         -  KV4064
 KV4064  STATE/COUNTY-  NJ/BERGEN
 KV4064  COUNTRY     -  US
 KV4064  USGS QUAD   -  WEEHAWKEN (2016)
 KV4064
 KV4064                         *CURRENT SURVEY CONTROL
 KV4064  ______________________________________________________________________
 KV4064* NAD 83(1996) POSITION- 40 48 03.92525(N) 074 06 53.10717(W)   ADJUSTED
 KV4064  ______________________________________________________________________
 KV4064  GEOID HEIGHT    -        -32.136 (meters)                     GEOID18
 KV4064  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4064.GEOID18 height accuracy estimate available here.
 KV4064
 KV4064.Click photographs - Photos may exist for this station.
 KV4064
 KV4064.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4064
 KV4064. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7467417053(NAD 83)
 KV4064
 KV4064                          SUPERSEDED SURVEY CONTROL
 KV4064
 KV4064  NAD 83(1996)-  40 48 03.92521(N)    074 06 53.10730(W) AD(       ) 3
 KV4064  NAD 83(1996)-  40 48 03.92442(N)    074 06 53.10906(W) AD(       ) 3
 KV4064  NAD 83(1992)-  40 48 03.92339(N)    074 06 53.10987(W) AD(       ) 3
 KV4064  NAD 83(1986)-  40 48 03.92862(N)    074 06 53.11020(W) AD(       ) 3
 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
 KV4064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4064.See file dsdata.pdf to determine how the superseded data were derived.
 KV4064
 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 = JULY 24, 2026 22:12:30 EDT
 KV6405 ***********************************************************************
 KV6405  DESIGNATION -  KINKORA LOWER RANGE FRONT LT
 KV6405  PID         -  KV6405
 KV6405  STATE/COUNTY-  NJ/BURLINGTON
 KV6405  COUNTRY     -  US
 KV6405  USGS QUAD   -  BRISTOL (2019)
 KV6405
 KV6405                         *CURRENT SURVEY CONTROL
 KV6405  ______________________________________________________________________
 KV6405* NAD 83(1996) POSITION- 40 07 08.04090(N) 074 47 07.12328(W)   NO CHECK
 KV6405  ______________________________________________________________________
 KV6405  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 KV6405  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 KV6405  HORZ ORDER      -  THIRD
 KV6405
 KV6405.The horizontal coordinates were established by classical geodetic methods
 KV6405.and adjusted by the National Geodetic Survey in September 1999.
 KV6405
 KV6405.No horizontal observational check was made to the station.
 KV6405
 KV6405.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6405.GEOID18 height accuracy estimate available here.
 KV6405
 KV6405.Click photographs - Photos may exist for this station.
 KV6405
 KV6405.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6405
 KV6405. The following values were computed from the NAD 83(1996) position.
 KV6405
 KV6405;                    North         East     Units Scale Factor Converg.
 KV6405;SPC NJ       -   142,754.287   125,680.831   MT  0.99990728   -0 11 01.9
 KV6405;SPC NJ       -   468,353.02    412,337.86   sFT  0.99990728   -0 11 01.9
 KV6405;UTM  18      - 4,440,976.204   518,293.884   MT  0.99960412   +0 08 18.0
 KV6405
 KV6405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1829340976(NAD 83)
 KV6405
 KV6405                          SUPERSEDED SURVEY CONTROL
 KV6405
 KV6405  NAD 83(1986)-  40 07 08.03576(N)    074 47 07.12886(W) AD(       ) 3
 KV6405
 KV6405.Superseded values are not recommended for survey control.
 KV6405
 KV6405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6405.See file dsdata.pdf to determine how the superseded data were derived.
 KV6405
 KV6405_MARKER: 15 = RANGE MARKER
 KV6405
 KV6405  HISTORY     - Date     Condition        Report By
 KV6405  HISTORY     - 1978     FIRST OBSERVED   NOS
 KV6405
 KV6405                          STATION DESCRIPTION
 KV6405
 KV6405'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6406 ***********************************************************************
 KV6406  DESIGNATION -  KINKORA LOWER RANGE REAR LT
 KV6406  PID         -  KV6406
 KV6406  STATE/COUNTY-  NJ/BURLINGTON
 KV6406  COUNTRY     -  US
 KV6406  USGS QUAD   -  BRISTOL (2019)
 KV6406
 KV6406                         *CURRENT SURVEY CONTROL
 KV6406  ______________________________________________________________________
 KV6406* NAD 83(1996) POSITION- 40 07 05.73581(N) 074 47 10.75919(W)   NO CHECK
 KV6406  ______________________________________________________________________
 KV6406  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 KV6406  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 KV6406  HORZ ORDER      -  THIRD
 KV6406
 KV6406.The horizontal coordinates were established by classical geodetic methods
 KV6406.and adjusted by the National Geodetic Survey in September 1999.
 KV6406
 KV6406.No horizontal observational check was made to the station.
 KV6406
 KV6406.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6406.GEOID18 height accuracy estimate available here.
 KV6406
 KV6406.Click photographs - Photos may exist for this station.
 KV6406
 KV6406.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6406
 KV6406. The following values were computed from the NAD 83(1996) position.
 KV6406
 KV6406;                    North         East     Units Scale Factor Converg.
 KV6406;SPC NJ       -   142,683.473   125,594.515   MT  0.99990733   -0 11 04.2
 KV6406;SPC NJ       -   468,120.69    412,054.67   sFT  0.99990733   -0 11 04.2
 KV6406;UTM  18      - 4,440,904.928   518,207.993   MT  0.99960408   +0 08 15.7
 KV6406
 KV6406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1820740904(NAD 83)
 KV6406
 KV6406                          SUPERSEDED SURVEY CONTROL
 KV6406
 KV6406  NAD 83(1986)-  40 07 05.73078(N)    074 47 10.76460(W) AD(       ) 3
 KV6406
 KV6406.Superseded values are not recommended for survey control.
 KV6406
 KV6406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6406.See file dsdata.pdf to determine how the superseded data were derived.
 KV6406
 KV6406_MARKER: 15 = RANGE MARKER
 KV6406
 KV6406  HISTORY     - Date     Condition        Report By
 KV6406  HISTORY     - 1978     FIRST OBSERVED   NOS
 KV6406
 KV6406                          STATION DESCRIPTION
 KV6406
 KV6406'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6407 ***********************************************************************
 KV6407  DESIGNATION -  KINKORA UPPER RANGE FRONT LT
 KV6407  PID         -  KV6407
 KV6407  STATE/COUNTY-  NJ/BURLINGTON
 KV6407  COUNTRY     -  US
 KV6407  USGS QUAD   -  TRENTON WEST (2016)
 KV6407
 KV6407                         *CURRENT SURVEY CONTROL
 KV6407  ______________________________________________________________________
 KV6407* NAD 83(1996) POSITION- 40 08 11.30008(N) 074 45 28.57360(W)   NO CHECK
 KV6407  ______________________________________________________________________
 KV6407  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 KV6407  LAPLACE CORR    -          3.98  (seconds)                    DEFLEC18
 KV6407  HORZ ORDER      -  THIRD
 KV6407
 KV6407.The horizontal coordinates were established by classical geodetic methods
 KV6407.and adjusted by the National Geodetic Survey in September 1999.
 KV6407
 KV6407.No horizontal observational check was made to the station.
 KV6407
 KV6407.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6407.GEOID18 height accuracy estimate available here.
 KV6407
 KV6407.Click photographs - Photos may exist for this station.
 KV6407
 KV6407.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6407
 KV6407. The following values were computed from the NAD 83(1996) position.
 KV6407
 KV6407;                    North         East     Units Scale Factor Converg.
 KV6407;SPC NJ       -   144,698.110   128,019.853   MT  0.99990595   -0 09 58.6
 KV6407;SPC NJ       -   474,730.38    420,011.80   sFT  0.99990595   -0 09 58.6
 KV6407;UTM  18      - 4,442,932.561   520,621.233   MT  0.99960523   +0 09 21.7
 KV6407
 KV6407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2062142932(NAD 83)
 KV6407
 KV6407                          SUPERSEDED SURVEY CONTROL
 KV6407
 KV6407  NAD 83(1986)-  40 08 11.30297(N)    074 45 28.56635(W) AD(       ) 3
 KV6407
 KV6407.Superseded values are not recommended for survey control.
 KV6407
 KV6407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6407.See file dsdata.pdf to determine how the superseded data were derived.
 KV6407
 KV6407_MARKER: 15 = RANGE MARKER
 KV6407
 KV6407  HISTORY     - Date     Condition        Report By
 KV6407  HISTORY     - 1978     FIRST OBSERVED   NOS
 KV6407
 KV6407                          STATION DESCRIPTION
 KV6407
 KV6407'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6408 ***********************************************************************
 KV6408  DESIGNATION -  KINKORA UPPER RANGE REAR LT
 KV6408  PID         -  KV6408
 KV6408  STATE/COUNTY-  NJ/BURLINGTON
 KV6408  COUNTRY     -  US
 KV6408  USGS QUAD   -  TRENTON WEST (2016)
 KV6408
 KV6408                         *CURRENT SURVEY CONTROL
 KV6408  ______________________________________________________________________
 KV6408* NAD 83(1996) POSITION- 40 08 14.08819(N) 074 45 24.19727(W)   NO CHECK
 KV6408  ______________________________________________________________________
 KV6408  GEOID HEIGHT    -        -32.864 (meters)                     GEOID18
 KV6408  LAPLACE CORR    -          3.99  (seconds)                    DEFLEC18
 KV6408  HORZ ORDER      -  THIRD
 KV6408
 KV6408.The horizontal coordinates were established by classical geodetic methods
 KV6408.and adjusted by the National Geodetic Survey in September 1999.
 KV6408
 KV6408.No horizontal observational check was made to the station.
 KV6408
 KV6408.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6408.GEOID18 height accuracy estimate available here.
 KV6408
 KV6408.Click photographs - Photos may exist for this station.
 KV6408
 KV6408.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6408
 KV6408. The following values were computed from the NAD 83(1996) position.
 KV6408
 KV6408;                    North         East     Units Scale Factor Converg.
 KV6408;SPC NJ       -   144,783.797   128,123.693   MT  0.99990589   -0 09 55.8
 KV6408;SPC NJ       -   475,011.51    420,352.48   sFT  0.99990589   -0 09 55.8
 KV6408;UTM  18      - 4,443,018.805   520,724.558   MT  0.99960529   +0 09 24.6
 KV6408
 KV6408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2072443018(NAD 83)
 KV6408
 KV6408                          SUPERSEDED SURVEY CONTROL
 KV6408
 KV6408  NAD 83(1986)-  40 08 14.09079(N)    074 45 24.19033(W) AD(       ) 3
 KV6408
 KV6408.Superseded values are not recommended for survey control.
 KV6408
 KV6408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6408.See file dsdata.pdf to determine how the superseded data were derived.
 KV6408
 KV6408_MARKER: 15 = RANGE MARKER
 KV6408
 KV6408  HISTORY     - Date     Condition        Report By
 KV6408  HISTORY     - 1978     FIRST OBSERVED   NOS
 KV6408
 KV6408                          STATION DESCRIPTION
 KV6408
 KV6408'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2796 ***********************************************************************
 KU2796  DESIGNATION -  KIPP
 KU2796  PID         -  KU2796
 KU2796  STATE/COUNTY-  NJ/MONMOUTH
 KU2796  COUNTRY     -  US
 KU2796  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2796
 KU2796                         *CURRENT SURVEY CONTROL
 KU2796  ______________________________________________________________________
 KU2796* NAD 83(1996) POSITION- 40 22 50.65013(N) 073 58 34.51943(W)   ADJUSTED
 KU2796* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU2796  ______________________________________________________________________
 KU2796  GEOID HEIGHT    -        -32.625 (meters)                     GEOID18
 KU2796  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2796.GEOID18 height accuracy estimate available here.
 KU2796
 KU2796.Click photographs - Photos may exist for this station.
 KU2796
 KU2796.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2796
 KU2796. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992935
 KU2796!UTM  18      -   1.00000501  x   0.99969296  =   0.99969797
 KU2796
 KU2796:                Primary Azimuth Mark                     Grid Az
 KU2796:SPC NJ       -  LOWER                                    310 30 46.7
 KU2796:UTM  18      -  LOWER                                    310 11 20.5
 KU2796
 KU2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8690070519(NAD 83)
 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
 KU2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2796.See file dsdata.pdf to determine how the superseded data were derived.
 KU2796
 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 = JULY 24, 2026 22:12:30 EDT
 KU2797 ***********************************************************************
 KU2797  DESIGNATION -  KIPP 2
 KU2797  PID         -  KU2797
 KU2797  STATE/COUNTY-  NJ/MONMOUTH
 KU2797  COUNTRY     -  US
 KU2797  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2797
 KU2797                         *CURRENT SURVEY CONTROL
 KU2797  ______________________________________________________________________
 KU2797* NAD 83(1996) POSITION- 40 22 50.50386(N) 073 58 34.28564(W)   NO CHECK
 KU2797* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU2797  ______________________________________________________________________
 KU2797  GEOID HEIGHT    -        -32.625 (meters)                     GEOID18
 KU2797  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 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
 KU2797.No horizontal observational check was made to the station.
 KU2797
 KU2797.The orthometric height was scaled from a topographic map.
 KU2797
 KU2797.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2797.GEOID18 height accuracy estimate available here.
 KU2797
 KU2797.Click photographs - Photos may exist for this station.
 KU2797
 KU2797.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2797
 KU2797. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992935
 KU2797!UTM  18      -   1.00000501  x   0.99969297  =   0.99969798
 KU2797
 KU2797:                Primary Azimuth Mark                     Grid Az
 KU2797:SPC NJ       -  STATION ELEVEN                           177 25 55.4
 KU2797:UTM  18      -  STATION ELEVEN                           177 06 29.1
 KU2797
 KU2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8690570515(NAD 83)
 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
 KU2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2797.See file dsdata.pdf to determine how the superseded data were derived.
 KU2797
 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 = JULY 24, 2026 22:12:30 EDT
 JU2801 ***********************************************************************
 JU2801  DESIGNATION -  KNOLL
 JU2801  PID         -  JU2801
 JU2801  STATE/COUNTY-  NJ/ATLANTIC
 JU2801  COUNTRY     -  US
 JU2801  USGS QUAD   -  OCEANVILLE (2019)
 JU2801
 JU2801                         *CURRENT SURVEY CONTROL
 JU2801  ______________________________________________________________________
 JU2801* NAD 83(1996) POSITION- 39 28 34.03217(N) 074 26 19.21206(W)   ADJUSTED
 JU2801* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 JU2801  ______________________________________________________________________
 JU2801  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 JU2801  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2801.GEOID18 height accuracy estimate available here.
 JU2801
 JU2801.Click photographs - Photos may exist for this station.
 JU2801
 JU2801.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2801
 JU2801. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2801:SPC NJ       -  BRIGANTINE BEACH SOUTH TANK              155 21 16.7
 JU2801:UTM  18      -  BRIGANTINE BEACH SOUTH TANK              155 02 12.3
 JU2801
 JU2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4827969764(NAD 83)
 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
 JU2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2801.See file dsdata.pdf to determine how the superseded data were derived.
 JU2801
 JU2801_MARKER: DS = TRIANGULATION STATION DISK
 JU2801_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2801_STAMPING: KNOLL 1931
 JU2801_MARK LOGO: CGS
 JU2801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU2802 ***********************************************************************
 JU2802  DESIGNATION -  KNOLL 2
 JU2802  PID         -  JU2802
 JU2802  STATE/COUNTY-  NJ/ATLANTIC
 JU2802  COUNTRY     -  US
 JU2802  USGS QUAD   -  OCEANVILLE (2019)
 JU2802
 JU2802                         *CURRENT SURVEY CONTROL
 JU2802  ______________________________________________________________________
 JU2802* NAD 83(1996) POSITION- 39 28 31.67035(N) 074 26 19.70410(W)   ADJUSTED
 JU2802* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU2802  ______________________________________________________________________
 JU2802  GEOID HEIGHT    -        -33.891 (meters)                     GEOID18
 JU2802  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2802.GEOID18 height accuracy estimate available here.
 JU2802
 JU2802.Click photographs - Photos may exist for this station.
 JU2802
 JU2802.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2802
 JU2802. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000491  x   0.99990034  =   0.99990525
 JU2802!UTM  18      -   1.00000491  x   0.99962868  =   0.99963359
 JU2802
 JU2802:                Primary Azimuth Mark                     Grid Az
 JU2802:SPC NJ       -  BRIGANTINE ELEVATED TANK                 132 51 07.6
 JU2802:UTM  18      -  BRIGANTINE ELEVATED TANK                 132 32 03.3
 JU2802
 JU2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4826769691(NAD 83)
 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
 JU2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2802.See file dsdata.pdf to determine how the superseded data were derived.
 JU2802
 JU2802_MARKER: DS = TRIANGULATION STATION DISK
 JU2802_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2802_STAMPING: KNOLL 2 1954
 JU2802_MARK LOGO: CGS
 JU2802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5105 ***********************************************************************
 KV5105  DESIGNATION -  KONK
 KV5105  PID         -  KV5105
 KV5105  STATE/COUNTY-  NJ/MONMOUTH
 KV5105  COUNTRY     -  US
 KV5105  USGS QUAD   -  KEYPORT (2016)
 KV5105
 KV5105                         *CURRENT SURVEY CONTROL
 KV5105  ______________________________________________________________________
 KV5105* NAD 83(1996) POSITION- 40 27 31.35011(N) 074 10 46.76514(W)   ADJUSTED
 KV5105* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5105  ______________________________________________________________________
 KV5105  GEOID HEIGHT    -        -32.354 (meters)                     GEOID18
 KV5105  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5105.GEOID18 height accuracy estimate available here.
 KV5105
 KV5105.Click photographs - Photos may exist for this station.
 KV5105
 KV5105.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5105
 KV5105. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5105:SPC NJ       -  WAACKAACK LIGHTHOUSE                     113 35 01.2
 KV5105:UTM  18      -  WAACKAACK LIGHTHOUSE                     113 15 33.1
 KV5105
 KV5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6955378994(NAD 83)
 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  USSD        -  40 27 31.32200(N)    074 10 48.12600(W) AD(       ) 3
 KV5105
 KV5105.Superseded values are not recommended for survey control.
 KV5105
 KV5105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5105.See file dsdata.pdf to determine how the superseded data were derived.
 KV5105
 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 = JULY 24, 2026 22:12:30 EDT
 KV5822 ***********************************************************************
 KV5822  DESIGNATION -  KRECH
 KV5822  PID         -  KV5822
 KV5822  STATE/COUNTY-  NJ/WARREN
 KV5822  COUNTRY     -  US
 KV5822  USGS QUAD   -  TRANQUILITY (2016)
 KV5822
 KV5822                         *CURRENT SURVEY CONTROL
 KV5822  ______________________________________________________________________
 KV5822* NAD 83(2011) POSITION- 40 59 44.52802(N) 074 52 07.79202(W)   ADJUSTED
 KV5822* NAD 83(2011) ELLIP HT-   247.392 (meters)        (06/27/12)   ADJUSTED
 KV5822* NAD 83(2011) EPOCH   -  2010.00
 KV5822* NAVD 88 ORTHO HEIGHT -   280.3   (meters)      920.    (feet) GPS OBS
 KV5822  ______________________________________________________________________
 KV5822  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5822  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 KV5822  NAD 83(2011) X  -  1,258,447.835 (meters)                     COMP
 KV5822  NAD 83(2011) Y  - -4,653,947.360 (meters)                     COMP
 KV5822  NAD 83(2011) Z  -  4,162,225.268 (meters)                     COMP
 KV5822  LAPLACE CORR    -          2.90  (seconds)                    DEFLEC18
 KV5822
 KV5822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5822  Standards:
 KV5822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5822  -------------------------------------------------------------------
 KV5822  NETWORK    1.49   3.27           0.69   0.48   1.67      0.18308961
 KV5822  -------------------------------------------------------------------
 KV5822  Click here for local accuracies and other accuracy information.
 KV5822
 KV5822.The horizontal coordinates were established by GPS observations
 KV5822.and adjusted by the National Geodetic Survey in June 2012.
 KV5822
 KV5822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5822.been affixed to the stable North American tectonic plate. See 
 KV5822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5822
 KV5822.The horizontal coordinates are valid at the epoch date displayed above
 KV5822.which is a decimal equivalence of Year/Month/Day.
 KV5822
 KV5822.The orthometric height was determined by GPS observations and a
 KV5822.high-resolution geoid model.
 KV5822
 KV5822.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5822.GEOID18 height accuracy estimate available here.
 KV5822
 KV5822.Click photographs - Photos may exist for this station.
 KV5822
 KV5822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5822
 KV5822.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5822
 KV5822.The ellipsoidal height was determined by GPS observations
 KV5822.and is referenced to NAD 83.
 KV5822
 KV5822. The following values were computed from the NAD 83(2011) position.
 KV5822
 KV5822;                    North         East     Units Scale Factor Converg.
 KV5822;SPC NJ       -   240,135.848   118,969.383   MT  0.99991185   -0 14 31.0
 KV5822;SPC NJ       -   787,845.69    390,318.72   sFT  0.99991185   -0 14 31.0
 KV5822;SPC PA N     -    96,099.285   842,374.777   MT  0.99998376   +1 54 21.6
 KV5822;SPC PA N     -   315,285.74  2,763,691.25   sFT  0.99998376   +1 54 21.6
 KV5822;SPC PA S     -   188,541.253   842,381.556   MT  1.00000469   +1 52 09.4
 KV5822;SPC PA S     -   618,572.43  2,763,713.49   sFT  1.00000469   +1 52 09.4
 KV5822;UTM  18      - 4,538,288.253   511,032.222   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 N     -   0.99996120  x   0.99998376  =   0.99994496
 KV5822!SPC PA S     -   0.99996120  x   1.00000469  =   0.99996589
 KV5822!UTM  18      -   0.99996120  x   0.99960150  =   0.99956271
 KV5822
 KV5822:                Primary Azimuth Mark                     Grid Az
 KV5822:SPC NJ       -  NEWTON PRESB CHURCH SPIRE                089 18 40.2
 KV5822:SPC PA N     -  NEWTON PRESB CHURCH SPIRE                087 09 47.6
 KV5822:SPC PA S     -  NEWTON PRESB CHURCH SPIRE                087 11 59.8
 KV5822:UTM  18      -  NEWTON PRESB CHURCH SPIRE                088 58 59.4
 KV5822
 KV5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1103238288(NAD 83)
 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 0890409.2 |
 KV5822| KV5791 ANDOVER MUNICIPAL TANK              APPROX.10.3 KM 0963514.4 |
 KV5822| CB5236 KRECH RM 4                           18.146 METERS 30247     |
 KV5822|---------------------------------------------------------------------|
 KV5822
 KV5822                          SUPERSEDED SURVEY CONTROL
 KV5822
 KV5822  NAD 83(2007)-  40 59 44.52824(N)    074 52 07.79293(W) AD(2002.00) 0
 KV5822  ELLIP H (02/10/07)  247.403  (m)                       GP(2002.00)    
 KV5822  ELLIP H (10/23/02)  247.384  (m)                       GP(       ) 4 1
 KV5822  NAD 83(1996)-  40 59 44.52831(N)    074 52 07.79281(W) AD(       ) 1
 KV5822  ELLIP H (05/14/99)  247.400  (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
 KV5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5822.See file dsdata.pdf to determine how the superseded data were derived.
 KV5822
 KV5822_MARKER: DS = TRIANGULATION STATION DISK
 KV5822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV7135 ***********************************************************************
 KV7135  DESIGNATION -  KRECH RESET
 KV7135  PID         -  KV7135
 KV7135  STATE/COUNTY-  NJ/WARREN
 KV7135  COUNTRY     -  US
 KV7135  USGS QUAD   -  TRANQUILITY (2016)
 KV7135
 KV7135                         *CURRENT SURVEY CONTROL
 KV7135  ______________________________________________________________________
 KV7135* NAD 83(2011) POSITION- 40 59 44.52764(N) 074 52 07.79197(W)   ADJUSTED
 KV7135* NAD 83(2011) ELLIP HT-   247.396 (meters)        (06/27/12)   ADJUSTED
 KV7135* NAD 83(2011) EPOCH   -  2010.00
 KV7135* NAVD 88 ORTHO HEIGHT -   280.3   (meters)      920.    (feet) GPS OBS
 KV7135  ______________________________________________________________________
 KV7135  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7135  GEOID HEIGHT    -        -33.280 (meters)                     GEOID93
 KV7135  GEOID HEIGHT    -        -32.986 (meters)                     GEOID18
 KV7135  NAD 83(2011) X  -  1,258,447.839 (meters)                     COMP
 KV7135  NAD 83(2011) Y  - -4,653,947.370 (meters)                     COMP
 KV7135  NAD 83(2011) Z  -  4,162,225.261 (meters)                     COMP
 KV7135  LAPLACE CORR    -          2.90  (seconds)                    DEFLEC18
 KV7135
 KV7135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7135  Standards:
 KV7135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7135  -------------------------------------------------------------------
 KV7135  NETWORK    0.56   1.14           0.25   0.20   0.58      0.07628777
 KV7135  -------------------------------------------------------------------
 KV7135  Click here for local accuracies and other accuracy information.
 KV7135
 KV7135.The horizontal coordinates were established by GPS observations
 KV7135.and adjusted by the National Geodetic Survey in June 2012.
 KV7135
 KV7135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7135.been affixed to the stable North American tectonic plate. See 
 KV7135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7135
 KV7135.The horizontal coordinates are valid at the epoch date displayed above
 KV7135.which is a decimal equivalence of Year/Month/Day.
 KV7135
 KV7135.The orthometric height was determined by GPS observations and a
 KV7135.high-resolution geoid model.
 KV7135
 KV7135.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7135.GEOID18 height accuracy estimate available here.
 KV7135
 KV7135.Click photographs - Photos may exist for this station.
 KV7135
 KV7135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7135
 KV7135.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7135
 KV7135.The ellipsoidal height was determined by GPS observations
 KV7135.and is referenced to NAD 83.
 KV7135
 KV7135. The following values were computed from the NAD 83(2011) position.
 KV7135
 KV7135;                    North         East     Units Scale Factor Converg.
 KV7135;SPC NJ       -   240,135.836   118,969.384   MT  0.99991185   -0 14 31.0
 KV7135;SPC NJ       -   787,845.66    390,318.72   sFT  0.99991185   -0 14 31.0
 KV7135;UTM  18      - 4,538,288.241   511,032.223   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1103238288(NAD 83)
 KV7135
 KV7135                          SUPERSEDED SURVEY CONTROL
 KV7135
 KV7135  NAD 83(2007)-  40 59 44.52784(N)    074 52 07.79291(W) AD(2002.00) 0
 KV7135  ELLIP H (02/10/07)  247.408  (m)                       GP(2002.00)    
 KV7135  ELLIP H (10/23/02)  247.400  (m)                       GP(       ) 4 1
 KV7135  NAD 83(1996)-  40 59 44.52788(N)    074 52 07.79313(W) AD(       ) 1
 KV7135  ELLIP H (05/14/99)  247.397  (m)                       GP(       ) 4 1
 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
 KV7135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7135.See file dsdata.pdf to determine how the superseded data were derived.
 KV7135
 KV7135_MARKER: DS = TRIANGULATION STATION DISK
 KV7135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     - 1972     MONUMENTED       NGS
 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.
 KV7135'
 KV7135'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSONBURG, GO NORTHEAST
 KV7135'ON COUNTY ROAD 661 FOR 0.3 MI (0.5 KM) TO A JUNCTION WITH COUNTY ROAD
 KV7135'519.  TURN LEFT ON COUNTY ROAD 661, COUNTY ROAD 519 IS AHEAD, AND GO
 KV7135'NORTHWEST FOR 1.4 MI (2.3 KM) TO STATE HIGHWAY 94.  TURN RIGHT AND GO
 KV7135'NORTHEAST ON STATE HIGHWAY 94 FOR 0.95 MI (1.53 KM) TO THE CROSSROADS
 KV7135'INTERSECTION WITH MULLER ROAD ON THE LEFT AND YELLOW FRAME ROAD ON THE
 KV7135'RIGHT AT THE SUSSEX AND WARREN COUNTY LINE.  TURN LEFT AND GO
 KV7135'NORTHWEST ON MULLER ROAD FOR 0.2 MI (0.3 KM) TO A CROSSROADS.  TURN
 KV7135'LEFT AND GO SOUTHWEST AND WEST ON A PAVED ROAD FOR 0.15 MI (0.24 KM)
 KV7135'TO THE MULLER RESIDENCE ON THE RIGHT.  TURN LEFT, PASS TO THE WEST OF
 KV7135'A LARGE BARN AND GO SOUTH ON A NARROW PAVED ROAD, GOING UPHILL FOR 0.2
 KV7135'MI (0.3 KM) TO THE VORTAC BUILDING AND THE STATION, JUST SOUTHEAST OF
 KV7135'THE VORTAC BUILDING.
 KV7135'
 KV7135'THE STATION IS 15.5 M (50.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 KV7135'THE VORTAC BUILDING, 5.57 M (18.27 FT) SOUTHEAST OF AN ANTENNA POLE
 KV7135'AND 18.146 M (59.534 FT) SOUTHEAST OF REFERENCE MARK NUMBER 4.  THE
 KV7135'STATION, A STANDARD HORIZONTAL STATION DISK STAMPED KRECH 1935 1972,
 KV7135'IS SET IN THE TOP OF A CONCRETE MONUMENT, 0.25 M (0.82 FT) BELOW THE
 KV7135'SURFACE OF 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AA9217  USGS QUAD   -  PENNINGTON (2019)
 AA9217
 AA9217                         *CURRENT SURVEY CONTROL
 AA9217  ______________________________________________________________________
 AA9217* NAD 83(2011) POSITION- 40 16 51.02833(N) 074 48 20.45492(W)   ADJUSTED
 AA9217* NAD 83(2011) ELLIP HT-    24.457 (meters)        (06/27/12)   ADJUSTED
 AA9217* NAD 83(2011) EPOCH   -  2010.00
 AA9217* NAVD 88 ORTHO HEIGHT -    57.92  (meters)      190.0   (feet) GPS OBS
 AA9217  ______________________________________________________________________
 AA9217  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9217  GEOID HEIGHT    -        -33.450 (meters)                     GEOID96
 AA9217  GEOID HEIGHT    -        -33.464 (meters)                     GEOID18
 AA9217  NAD 83(2011) X  -  1,277,082.762 (meters)                     COMP
 AA9217  NAD 83(2011) Y  - -4,702,288.424 (meters)                     COMP
 AA9217  NAD 83(2011) Z  -  4,101,840.384 (meters)                     COMP
 AA9217  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 AA9217
 AA9217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9217  Standards:
 AA9217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9217  -------------------------------------------------------------------
 AA9217  NETWORK    0.29   0.59           0.13   0.10   0.30      0.01478804
 AA9217  -------------------------------------------------------------------
 AA9217  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9217
 AA9217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9217.been affixed to the stable North American tectonic plate. See 
 AA9217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9217
 AA9217.The horizontal coordinates are valid at the epoch date displayed above
 AA9217.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AA9217
 AA9217.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9217.GEOID18 height accuracy estimate available here.
 AA9217
 AA9217.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AA9217
 AA9217.The ellipsoidal height was determined by GPS observations
 AA9217.and is referenced to NAD 83.
 AA9217
 AA9217. The following values were computed from the NAD 83(2011) position.
 AA9217
 AA9217;                    North         East     Units Scale Factor Converg.
 AA9217;SPC NJ       -   160,739.979   124,006.474   MT  0.99990831   -0 11 51.5
 AA9217;SPC NJ       -   527,361.08    406,844.57   sFT  0.99990831   -0 11 51.5
 AA9217;UTM  18      - 4,458,946.714   516,518.786   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1651858946(NAD 83)
 AA9217
 AA9217                          SUPERSEDED SURVEY CONTROL
 AA9217
 AA9217  NAD 83(2007)-  40 16 51.02868(N)    074 48 20.45554(W) AD(2002.00) 0
 AA9217  ELLIP H (02/10/07)   24.463  (m)                       GP(2002.00)    
 AA9217  ELLIP H (09/23/02)   24.468  (m)                       GP(       ) 4 2
 AA9217  NAD 83(1992)-  40 16 51.02939(N)    074 48 20.45628(W) AD(       ) 1
 AA9217  ELLIP H (04/02/98)   24.527  (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)   24.426  (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)   24.530  (m)                       GP(       ) 4 2
 AA9217  NAVD 88 (11/30/95)   57.92   (m)  GEOID93  model used  GPS OBS        
 AA9217
 AA9217.Superseded values are not recommended for survey control.
 AA9217
 AA9217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9217.See file dsdata.pdf to determine how the superseded data were derived.
 AA9217
 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 = JULY 24, 2026 22:12:30 EDT
 JU0668 ***********************************************************************
 JU0668  DESIGNATION -  L 10
 JU0668  PID         -  JU0668
 JU0668  STATE/COUNTY-  NJ/GLOUCESTER
 JU0668  COUNTRY     -  US
 JU0668  USGS QUAD   -  WOODBURY (2019)
 JU0668
 JU0668                         *CURRENT SURVEY CONTROL
 JU0668  ______________________________________________________________________
 JU0668* NAD 83(2011) POSITION- 39 50 04.11790(N) 075 14 40.24426(W)   ADJUSTED
 JU0668* NAD 83(2011) ELLIP HT-   -29.697 (meters)        (06/27/12)   ADJUSTED
 JU0668* NAD 83(2011) EPOCH   -  2010.00
 JU0668* NAVD 88 ORTHO HEIGHT -     3.259 (meters)       10.69  (feet) ADJUSTED
 JU0668  ______________________________________________________________________
 JU0668  GEOID HEIGHT    -        -32.957 (meters)                     GEOID18
 JU0668  NAD 83(2011) X  -  1,249,143.890 (meters)                     COMP
 JU0668  NAD 83(2011) Y  - -4,742,735.832 (meters)                     COMP
 JU0668  NAD 83(2011) Z  -  4,063,870.756 (meters)                     COMP
 JU0668  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 JU0668  DYNAMIC HEIGHT  -          3.257 (meters)       10.69  (feet) COMP
 JU0668  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 JU0668
 JU0668  VERT ORDER      -  FIRST     CLASS II
 JU0668
 JU0668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0668  Standards:
 JU0668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0668  -------------------------------------------------------------------
 JU0668  NETWORK    0.84   1.35           0.39   0.27   0.69     -0.15345922
 JU0668  -------------------------------------------------------------------
 JU0668  Click here for local accuracies and other accuracy information.
 JU0668
 JU0668.The horizontal coordinates were established by GPS observations
 JU0668.and adjusted by the National Geodetic Survey in June 2012.
 JU0668
 JU0668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0668.been affixed to the stable North American tectonic plate. See 
 JU0668.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0668
 JU0668.The horizontal coordinates are valid at the epoch date displayed above
 JU0668.which is a decimal equivalence of Year/Month/Day.
 JU0668
 JU0668.The orthometric height was determined by differential leveling and
 JU0668.adjusted by the NATIONAL GEODETIC SURVEY
 JU0668.in June 2007.
 JU0668
 JU0668.No vertical observational check was made to the station.
 JU0668
 JU0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0668.GEOID18 height accuracy estimate available here.
 JU0668
 JU0668.Click photographs - Photos may exist for this station.
 JU0668
 JU0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0668
 JU0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0668
 JU0668.The ellipsoidal height was determined by GPS observations
 JU0668.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0668
 JU0668;                    North         East     Units Scale Factor Converg.
 JU0668;SPC NJ       -   111,402.963    86,276.029   MT  0.99994998   -0 28 36.9
 JU0668;SPC NJ       -   365,494.55    283,057.27   sFT  0.99994998   -0 28 36.9
 JU0668;SPC PA S     -    58,686.765   814,443.820   MT  1.00001693   +1 37 32.0
 JU0668;SPC PA S     -   192,541.49  2,672,054.43   sFT  1.00001693   +1 37 32.0
 JU0668;UTM  18      - 4,409,414.666   479,078.185   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  =   0.99961005
 JU0668
 JU0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7907809414(NAD 83)
 JU0668
 JU0668                          SUPERSEDED SURVEY CONTROL
 JU0668
 JU0668  NAD 83(2007)-  39 50 04.11826(N)    075 14 40.24502(W) AD(2002.00) 0
 JU0668  ELLIP H (02/10/07)  -29.684  (m)                       GP(2002.00)    
 JU0668  ELLIP H (09/25/02)  -29.682  (m)                       GP(       ) 4 1
 JU0668  NAD 83(1996)-  39 50 04.11810(N)    075 14 40.24499(W) AD(       ) 1
 JU0668  ELLIP H (03/31/00)  -29.663  (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)  -29.667  (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)  -29.731  (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               3.26   (m)           10.7    (f) LEVELING    3  
 JU0668  NAVD 88 (??/??/92)    3.267  (m)           10.72   (f) SUPERSEDED  3 0
 JU0668  NGVD 29               3.63   (m)           11.9    (f) LEVELING    3  
 JU0668  NGVD 29 (11/26/84)    3.626  (m)           11.90   (f) ADJUSTED    1 2
 JU0668
 JU0668.Superseded values are not recommended for survey control.
 JU0668
 JU0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0668.See file dsdata.pdf to determine how the superseded data were derived.
 JU0668
 JU0668_MARKER: DB = BENCH MARK DISK
 JU0668_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU0668_SP_SET: WATER TANK FOOTING
 JU0668_STAMPING: L 10 1930 11.896
 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 - May 04, 2021
 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  HISTORY     - 20030708 GOOD             NJGS
 JU0668  HISTORY     - 20070111 GOOD             JCLS
 JU0668  HISTORY     - 20130729 GOOD             DPKCON
 JU0668  HISTORY     - 20210504 GOOD             AAAS
 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.
 JU0668
 JU0668                          STATION RECOVERY (2003)
 JU0668
 JU0668'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU0668'RECOVERED AS DESCRIBED.
 JU0668
 JU0668                          STATION RECOVERY (2007)
 JU0668
 JU0668'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 JU0668'RECOVERED IN GOOD CONDITION.
 JU0668
 JU0668                          STATION RECOVERY (2013)
 JU0668
 JU0668'RECOVERY NOTE BY DPK CONSULTING LLC 2013 (JW)
 JU0668'RECOVERED AS DESCRIBED
 JU0668
 JU0668                          STATION RECOVERY (2021)
 JU0668
 JU0668'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 JU0668'THE STATION WAS COVERED WITH APPROXIMATELY 6 INCHES (15 CM) OF STONE
 JU0668'AND GRAVEL BALLAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3421 ***********************************************************************
 KV3421  DESIGNATION -  L 101
 KV3421  PID         -  KV3421
 KV3421  STATE/COUNTY-  NJ/BERGEN
 KV3421  COUNTRY     -  US
 KV3421  USGS QUAD   -  HACKENSACK (2019)
 KV3421
 KV3421                         *CURRENT SURVEY CONTROL
 KV3421  ______________________________________________________________________
 KV3421* NAD 83(1986) POSITION- 40 53 48.     (N) 074 03 08.     (W)   SCALED
 KV3421* NAVD 88 ORTHO HEIGHT -    20.653 (meters)       67.76  (feet) ADJUSTED
 KV3421  ______________________________________________________________________
 KV3421  GEOID HEIGHT    -        -31.890 (meters)                     GEOID18
 KV3421  DYNAMIC HEIGHT  -         20.645 (meters)       67.73  (feet) COMP
 KV3421  MODELED GRAVITY -    980,238.3   (mgal)                       NAVD 88
 KV3421
 KV3421  VERT ORDER      -  FIRST     CLASS II
 KV3421
 KV3421.The horizontal coordinates were scaled from a map and have
 KV3421.an estimated accuracy of +/- 6 seconds.
 KV3421
 KV3421.The orthometric height was determined by differential leveling and
 KV3421.adjusted by the NATIONAL GEODETIC SURVEY
 KV3421.in June 1991.
 KV3421
 KV3421.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3421.GEOID18 height accuracy estimate available here.
 KV3421
 KV3421.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL798277(NAD 83)
 KV3421
 KV3421                          SUPERSEDED SURVEY CONTROL
 KV3421
 KV3421  NGVD 29 (11/26/84)   20.962  (m)           68.77   (f) ADJUSTED    1 2
 KV3421
 KV3421.Superseded values are not recommended for survey control.
 KV3421
 KV3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3421.See file dsdata.pdf to determine how the superseded data were derived.
 KV3421
 KV3421_MARKER: DV = VERTICAL CONTROL DISK
 KV3421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3421_STAMPING: L 101 1979
 KV3421_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY2236 ***********************************************************************
 LY2236  DESIGNATION -  L 102
 LY2236  PID         -  LY2236
 LY2236  STATE/COUNTY-  NJ/PASSAIC
 LY2236  COUNTRY     -  US
 LY2236  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2236
 LY2236                         *CURRENT SURVEY CONTROL
 LY2236  ______________________________________________________________________
 LY2236* NAD 83(1986) POSITION- 41 00 51.     (N) 074 22 36.     (W)   SCALED
 LY2236* NAVD 88 ORTHO HEIGHT -   155.486 (meters)      510.12  (feet) ADJUSTED
 LY2236  ______________________________________________________________________
 LY2236  GEOID HEIGHT    -        -32.326 (meters)                     GEOID18
 LY2236  DYNAMIC HEIGHT  -        155.419 (meters)      509.90  (feet) COMP
 LY2236  MODELED GRAVITY -    980,192.2   (mgal)                       NAVD 88
 LY2236
 LY2236  VERT ORDER      -  FIRST     CLASS II
 LY2236
 LY2236.The horizontal coordinates were scaled from a map and have
 LY2236.an estimated accuracy of +/- 6 seconds.
 LY2236
 LY2236.The orthometric height was determined by differential leveling and
 LY2236.adjusted by the NATIONAL GEODETIC SURVEY
 LY2236.in June 1991.
 LY2236
 LY2236.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2236.GEOID18 height accuracy estimate available here.
 LY2236
 LY2236.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL524405(NAD 83)
 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
 LY2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2236.See file dsdata.pdf to determine how the superseded data were derived.
 LY2236
 LY2236_MARKER: DV = VERTICAL CONTROL DISK
 LY2236_SETTING: 66 = SET IN 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 = JULY 24, 2026 22:12:30 EDT
 KV3446 ***********************************************************************
 KV3446  CBN         -  This is a Cooperative Base Network Control Station.
 KV3446  DESIGNATION -  L 103
 KV3446  PID         -  KV3446
 KV3446  STATE/COUNTY-  NJ/BERGEN
 KV3446  COUNTRY     -  US
 KV3446  USGS QUAD   -  PATERSON (2016)
 KV3446
 KV3446                         *CURRENT SURVEY CONTROL
 KV3446  ______________________________________________________________________
 KV3446* NAD 83(2011) POSITION- 40 57 47.44852(N) 074 07 57.19181(W)   ADJUSTED
 KV3446* NAD 83(2011) ELLIP HT-    -6.036 (meters)        (06/27/12)   ADJUSTED
 KV3446* NAD 83(2011) EPOCH   -  2010.00
 KV3446* NAVD 88 ORTHO HEIGHT -    26.062 (meters)       85.51  (feet) ADJUSTED
 KV3446  ______________________________________________________________________
 KV3446  GEOID HEIGHT    -        -32.094 (meters)                     GEOID18
 KV3446  NAD 83(2011) X  -  1,318,742.987 (meters)                     COMP
 KV3446  NAD 83(2011) Y  - -4,639,486.163 (meters)                     COMP
 KV3446  NAD 83(2011) Z  -  4,159,332.393 (meters)                     COMP
 KV3446  LAPLACE CORR    -          5.32  (seconds)                    DEFLEC18
 KV3446  DYNAMIC HEIGHT  -         26.051 (meters)       85.47  (feet) COMP
 KV3446  MODELED GRAVITY -    980,223.2   (mgal)                       NAVD 88
 KV3446
 KV3446  VERT ORDER      -  FIRST     CLASS II
 KV3446
 KV3446  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV3446  Standards:
 KV3446         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV3446            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV3446  -------------------------------------------------------------------
 KV3446  NETWORK    0.32   0.92           0.14   0.12   0.47      0.00625199
 KV3446  -------------------------------------------------------------------
 KV3446  Click here for local accuracies and other accuracy information.
 KV3446
 KV3446.The horizontal coordinates were established by GPS observations
 KV3446.and adjusted by the National Geodetic Survey in June 2012.
 KV3446
 KV3446.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV3446.been affixed to the stable North American tectonic plate. See 
 KV3446.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV3446
 KV3446.The horizontal coordinates are valid at the epoch date displayed above
 KV3446.which is a decimal equivalence of Year/Month/Day.
 KV3446
 KV3446.The orthometric height was determined by differential leveling and
 KV3446.adjusted by the NATIONAL GEODETIC SURVEY
 KV3446.in June 1991.
 KV3446
 KV3446.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3446.GEOID18 height accuracy estimate available here.
 KV3446
 KV3446.Click photographs - Photos may exist for this station.
 KV3446
 KV3446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3446
 KV3446.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3446
 KV3446.The ellipsoidal height was determined by GPS observations
 KV3446.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV3446
 KV3446;                    North         East     Units Scale Factor Converg.
 KV3446;SPC NJ       -   236,524.016   180,929.332   MT  0.99991177   +0 14 27.2
 KV3446;SPC NJ       -   775,995.88    593,598.98   sFT  0.99991177   +0 14 27.2
 KV3446;UTM  18      - 4,535,031.982   572,994.578   MT  0.99966558   +0 34 07.3
 KV3446
 KV3446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3446!SPC NJ       -   1.00000095  x   0.99991177  =   0.99991272
 KV3446!UTM  18      -   1.00000095  x   0.99966558  =   0.99966653
 KV3446
 KV3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7299435031(NAD 83)
 KV3446
 KV3446                          SUPERSEDED SURVEY CONTROL
 KV3446
 KV3446  NAD 83(2007)-  40 57 47.44860(N)    074 07 57.19265(W) AD(2002.00) 0
 KV3446  ELLIP H (02/10/07)   -6.007  (m)                       GP(2002.00)    
 KV3446  ELLIP H (09/23/02)   -6.000  (m)                       GP(       ) 4 1
 KV3446  NAD 83(1996)-  40 57 47.44866(N)    074 07 57.19373(W) AD(       ) B
 KV3446  ELLIP H (07/24/97)   -5.987  (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)   -6.061  (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)   -6.057  (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              26.06   (m)           85.5    (f) LEVELING    3  
 KV3446  NGVD 29              26.37   (m)           86.5    (f) LEVELING    3  
 KV3446  NGVD 29 (11/26/84)   26.370  (m)           86.52   (f) ADJUSTED    1 2
 KV3446
 KV3446.Superseded values are not recommended for survey control.
 KV3446
 KV3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3446.See file dsdata.pdf to determine how the superseded data were derived.
 KV3446
 KV3446_MARKER: DV = VERTICAL CONTROL DISK
 KV3446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - November 26, 2019
 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  HISTORY     - 20090416 GOOD             JCLS
 KV3446  HISTORY     - 20180503 GOOD             BOSWEL
 KV3446  HISTORY     - 20191015 GOOD             NJGS
 KV3446  HISTORY     - 20191126 GOOD             CDICOR
 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
 KV3446
 KV3446                          STATION RECOVERY (2009)
 KV3446
 KV3446'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 KV3446'RECOVERED IN GOOD CONDITION.
 KV3446
 KV3446                          STATION RECOVERY (2018)
 KV3446
 KV3446'RECOVERY NOTE BY BOSWELL ENGINEERING 2018 (AB)
 KV3446'RECOVERED IN GOOD CONDITION.
 KV3446
 KV3446                          STATION RECOVERY (2019)
 KV3446
 KV3446'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 KV3446'THE MARK IS APPROXIMATELY 16 FT (4.9 M) FROM THE SOUTHEAST RAIL
 KV3446'NEARING THE 15 FT (4.6 M) RIGHT-OF-WAY OF THE TRACKS.
 KV3446
 KV3446                          STATION RECOVERY (2019)
 KV3446
 KV3446'RECOVERY NOTE BY CDI CORPORATION 2019 (SML)
 KV3446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0068 ***********************************************************************
 KV0068  DESIGNATION -  L 11
 KV0068  PID         -  KV0068
 KV0068  STATE/COUNTY-  NJ/UNION
 KV0068  COUNTRY     -  US
 KV0068  USGS QUAD   -  ELIZABETH (2016)
 KV0068
 KV0068                         *CURRENT SURVEY CONTROL
 KV0068  ______________________________________________________________________
 KV0068* NAD 83(1986) POSITION- 40 39 42.6    (N) 074 12 57.5    (W)   HD_HELD2
 KV0068* NAVD 88 ORTHO HEIGHT -     5.549 (meters)       18.21  (feet) ADJUSTED
 KV0068  ______________________________________________________________________
 KV0068  GEOID HEIGHT    -        -32.438 (meters)                     GEOID18
 KV0068  DYNAMIC HEIGHT  -          5.547 (meters)       18.20  (feet) COMP
 KV0068  MODELED GRAVITY -    980,217.9   (mgal)                       NAVD 88
 KV0068
 KV0068  VERT ORDER      -  FIRST     CLASS I
 KV0068
 KV0068.The horizontal coordinates were established by autonomous hand held GPS
 KV0068.observations and have an estimated accuracy of +/- 10 meters.
 KV0068
 KV0068.The orthometric height was determined by differential leveling and
 KV0068.adjusted by the NATIONAL GEODETIC SURVEY
 KV0068.in June 1991.
 KV0068
 KV0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0068.GEOID18 height accuracy estimate available here.
 KV0068
 KV0068.Click photographs - Photos may exist for this station.
 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       -   203,036.      174,016.      MT  (+/- 10 meters HH2 GPS)
 KV0068
 KV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6627401513(NAD 83)
 KV0068
 KV0068                          SUPERSEDED SURVEY CONTROL
 KV0068
 KV0068  NGVD 29 (04/16/92)    5.882  (m)           19.30   (f) ADJUSTED    1 1
 KV0068  NGVD 29 (??/??/87)    5.884  (m)           19.30   (f) SUPERSEDED  1 1
 KV0068
 KV0068.Superseded values are not recommended for survey control.
 KV0068
 KV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0068.See file dsdata.pdf to determine how the superseded data were derived.
 KV0068
 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  HISTORY     - 20070923 GOOD             GEOCAC
 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.
 KV0068
 KV0068                          STATION RECOVERY (2007)
 KV0068
 KV0068'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0068'FOUND AS DESCRIBED ON GRANITE WALL AT EAST END OF STEPS TO RAHWAY
 KV0068'AVENUE ENTRANCE TO THE UNION COUNTY COURTHOUSE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0148 ***********************************************************************
 KV0148  DESIGNATION -  L 12
 KV0148  PID         -  KV0148
 KV0148  STATE/COUNTY-  NJ/BERGEN
 KV0148  COUNTRY     -  US
 KV0148  USGS QUAD   -  HACKENSACK (2019)
 KV0148
 KV0148                         *CURRENT SURVEY CONTROL
 KV0148  ______________________________________________________________________
 KV0148* NAD 83(1986) POSITION- 40 54 29.     (N) 074 04 15.     (W)   SCALED
 KV0148* NAVD 88 ORTHO HEIGHT -    18.926 (meters)       62.09  (feet) ADJUSTED
 KV0148  ______________________________________________________________________
 KV0148  GEOID HEIGHT    -        -31.951 (meters)                     GEOID18
 KV0148  DYNAMIC HEIGHT  -         18.918 (meters)       62.07  (feet) COMP
 KV0148  MODELED GRAVITY -    980,235.1   (mgal)                       NAVD 88
 KV0148
 KV0148  VERT ORDER      -  FIRST     CLASS II
 KV0148
 KV0148.The horizontal coordinates were scaled from a map and have
 KV0148.an estimated accuracy of +/- 6 seconds.
 KV0148
 KV0148.The orthometric height was determined by differential leveling and
 KV0148.adjusted by the NATIONAL GEODETIC SURVEY
 KV0148.in June 1991.
 KV0148
 KV0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0148.GEOID18 height accuracy estimate available here.
 KV0148
 KV0148.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL782289(NAD 83)
 KV0148
 KV0148                          SUPERSEDED SURVEY CONTROL
 KV0148
 KV0148  NGVD 29 (11/26/84)   19.231  (m)           63.09   (f) ADJUSTED    1 2
 KV0148
 KV0148.Superseded values are not recommended for survey control.
 KV0148
 KV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0148.See file dsdata.pdf to determine how the superseded data were derived.
 KV0148
 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 - May 20, 2016
 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  HISTORY     - 20160520 GOOD             BOSWEL
 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
 KV0148
 KV0148                          STATION RECOVERY (2016)
 KV0148
 KV0148'RECOVERY NOTE BY BOSWELL ENGINEERING 2016 (RRR)
 KV0148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0409 ***********************************************************************
 LY0409  DESIGNATION -  L 13
 LY0409  PID         -  LY0409
 LY0409  STATE/COUNTY-  NJ/PASSAIC
 LY0409  COUNTRY     -  US
 LY0409  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0409
 LY0409                         *CURRENT SURVEY CONTROL
 LY0409  ______________________________________________________________________
 LY0409* NAD 83(1986) POSITION- 41 02 00.5    (N) 074 25 16.8    (W)   HD_HELD2
 LY0409* NAVD 88 ORTHO HEIGHT -   218.597 (meters)      717.18  (feet) ADJUSTED
 LY0409  ______________________________________________________________________
 LY0409  GEOID HEIGHT    -        -32.328 (meters)                     GEOID18
 LY0409  DYNAMIC HEIGHT  -        218.501 (meters)      716.87  (feet) COMP
 LY0409  MODELED GRAVITY -    980,180.3   (mgal)                       NAVD 88
 LY0409
 LY0409  VERT ORDER      -  FIRST     CLASS II
 LY0409
 LY0409.The horizontal coordinates were established by autonomous hand held GPS
 LY0409.observations and have an estimated accuracy of +/- 10 meters.
 LY0409
 LY0409.The orthometric height was determined by differential leveling and
 LY0409.adjusted by the NATIONAL GEODETIC SURVEY
 LY0409.in June 1991.
 LY0409
 LY0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0409.GEOID18 height accuracy estimate available here.
 LY0409
 LY0409.Click photographs - Photos may exist for this station.
 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       -   244,267.      156,615.      MT  (+/- 10 meters HH2 GPS)
 LY0409
 LY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4864242634(NAD 83)
 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
 LY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0409.See file dsdata.pdf to determine how the superseded data were derived.
 LY0409
 LY0409_MARKER: DB = BENCH MARK DISK
 LY0409_SETTING: 80 = SET 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             CGS
 LY0409  HISTORY     - 1979     GOOD             NGS
 LY0409  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0409  HISTORY     - 20061118 GOOD             GEOCAC
 LY0409
 LY0409                          STATION DESCRIPTION
 LY0409
 LY0409'DESCRIBED BY COAST AND 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.
 LY0409
 LY0409                          STATION RECOVERY (2006)
 LY0409
 LY0409'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0409'THE CHARLOTTEBURG TRAIN STATION NO LONGER EXISTS.  DISK IS ON A
 LY0409'LARGE ROCK JUST EAST OF SMALL BROOK, AND NORTH OF CULVERT UNDER THE
 LY0409'NEW YORK, SUSQUEHANNA AND WESTERN TRACKS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2979 ***********************************************************************
 KV2979  DESIGNATION -  L 14
 KV2979  PID         -  KV2979
 KV2979  STATE/COUNTY-  NJ/BERGEN
 KV2979  COUNTRY     -  US
 KV2979  USGS QUAD   -  HACKENSACK (2019)
 KV2979
 KV2979                         *CURRENT SURVEY CONTROL
 KV2979  ______________________________________________________________________
 KV2979* NAD 83(1986) POSITION- 40 59 51.     (N) 074 06 51.     (W)   SCALED
 KV2979* NAVD 88 ORTHO HEIGHT -    57.353 (meters)      188.17  (feet) ADJUSTED
 KV2979  ______________________________________________________________________
 KV2979  GEOID HEIGHT    -        -32.004 (meters)                     GEOID18
 KV2979  DYNAMIC HEIGHT  -         57.330 (meters)      188.09  (feet) COMP
 KV2979  MODELED GRAVITY -    980,225.0   (mgal)                       NAVD 88
 KV2979
 KV2979  VERT ORDER      -  SECOND    CLASS 0
 KV2979
 KV2979.The horizontal coordinates were scaled from a map and have
 KV2979.an estimated accuracy of +/- 6 seconds.
 KV2979
 KV2979.The orthometric height was determined by differential leveling and
 KV2979.adjusted by the NATIONAL GEODETIC SURVEY
 KV2979.in June 1991.
 KV2979
 KV2979.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2979.GEOID18 height accuracy estimate available here.
 KV2979
 KV2979.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745388(NAD 83)
 KV2979
 KV2979                          SUPERSEDED SURVEY CONTROL
 KV2979
 KV2979  NGVD 29 (11/26/84)   57.640  (m)          189.11   (f) ADJUSTED    2 0
 KV2979
 KV2979.Superseded values are not recommended for survey control.
 KV2979
 KV2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2979.See file dsdata.pdf to determine how the superseded data were derived.
 KV2979
 KV2979_MARKER: DB = BENCH MARK DISK
 KV2979_SETTING: 66 = SET IN ROCK OUTCROP
 KV2979_STAMPING: L 14 1933
 KV2979_MARK LOGO: CGS
 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   CGS
 KV2979
 KV2979                          STATION DESCRIPTION
 KV2979
 KV2979'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV1276 ***********************************************************************
 KV1276  DESIGNATION -  L 15
 KV1276  PID         -  KV1276
 KV1276  STATE/COUNTY-  NJ/WARREN
 KV1276  COUNTRY     -  US
 KV1276  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1276
 KV1276                         *CURRENT SURVEY CONTROL
 KV1276  ______________________________________________________________________
 KV1276* NAD 83(1986) POSITION- 40 50 20.     (N) 074 50 50.     (W)   SCALED
 KV1276* NAVD 88 ORTHO HEIGHT -   176.037 (meters)      577.55  (feet) ADJUSTED
 KV1276  ______________________________________________________________________
 KV1276  GEOID HEIGHT    -        -33.183 (meters)                     GEOID18
 KV1276  DYNAMIC HEIGHT  -        175.956 (meters)      577.28  (feet) COMP
 KV1276  MODELED GRAVITY -    980,164.8   (mgal)                       NAVD 88
 KV1276
 KV1276  VERT ORDER      -  SECOND    CLASS 0
 KV1276
 KV1276.The horizontal coordinates were scaled from a map and have
 KV1276.an estimated accuracy of +/- 6 seconds.
 KV1276
 KV1276.The orthometric height was determined by differential leveling and
 KV1276.adjusted by the NATIONAL GEODETIC SURVEY
 KV1276.in June 1991.
 KV1276
 KV1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1276.GEOID18 height accuracy estimate available here.
 KV1276
 KV1276.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL128208(NAD 83)
 KV1276
 KV1276                          SUPERSEDED SURVEY CONTROL
 KV1276
 KV1276  NGVD 29 (11/26/84)  176.255  (m)          578.26   (f) ADJUSTED    2 0
 KV1276
 KV1276.Superseded values are not recommended for survey control.
 KV1276
 KV1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1276.See file dsdata.pdf to determine how the superseded data were derived.
 KV1276
 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 = JULY 24, 2026 22:12:30 EDT
 KV0459 ***********************************************************************
 KV0459  DESIGNATION -  L 15 HC
 KV0459  PID         -  KV0459
 KV0459  STATE/COUNTY-  NJ/HUDSON
 KV0459  COUNTRY     -  US
 KV0459  USGS QUAD   -  WEEHAWKEN (2016)
 KV0459
 KV0459                         *CURRENT SURVEY CONTROL
 KV0459  ______________________________________________________________________
 KV0459* NAD 83(1986) POSITION- 40 46 25.     (N) 074 03 51.     (W)   SCALED
 KV0459* NAVD 88 ORTHO HEIGHT -    12.975 (meters)       42.57  (feet) ADJUSTED
 KV0459  ______________________________________________________________________
 KV0459  GEOID HEIGHT    -        -31.982 (meters)                     GEOID18
 KV0459  DYNAMIC HEIGHT  -         12.970 (meters)       42.55  (feet) COMP
 KV0459  MODELED GRAVITY -    980,239.0   (mgal)                       NAVD 88
 KV0459
 KV0459  VERT ORDER      -  SECOND    CLASS 0
 KV0459
 KV0459.The horizontal coordinates were scaled from a map and have
 KV0459.an estimated accuracy of +/- 6 seconds.
 KV0459
 KV0459.The orthometric height was determined by differential leveling and
 KV0459.adjusted by the NATIONAL GEODETIC SURVEY
 KV0459.in June 1991.
 KV0459
 KV0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0459.GEOID18 height accuracy estimate available here.
 KV0459
 KV0459.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL789140(NAD 83)
 KV0459
 KV0459                          SUPERSEDED SURVEY CONTROL
 KV0459
 KV0459  NGVD 29 (11/26/84)   13.310  (m)           43.67   (f) ADJUSTED    2 0
 KV0459
 KV0459.Superseded values are not recommended for survey control.
 KV0459
 KV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0459.See file dsdata.pdf to determine how the superseded data were derived.
 KV0459
 KV0459_MARKER: DD = SURVEY DISK
 KV0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0459_SP_SET: BUILDING
 KV0459_STAMPING: L 15 43.70
 KV0459_MARK LOGO: NJ-017
 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 = JULY 24, 2026 22:12:30 EDT
 KV0733 ***********************************************************************
 KV0733  DESIGNATION -  L 16
 KV0733  PID         -  KV0733
 KV0733  STATE/COUNTY-  NJ/MONMOUTH
 KV0733  COUNTRY     -  US
 KV0733  USGS QUAD   -  KEYPORT (2016)
 KV0733
 KV0733                         *CURRENT SURVEY CONTROL
 KV0733  ______________________________________________________________________
 KV0733* NAD 83(1986) POSITION- 40 26 29.     (N) 074 08 01.     (W)   SCALED
 KV0733* NAVD 88 ORTHO HEIGHT -     3.569 (meters)       11.71  (feet) ADJUSTED
 KV0733  ______________________________________________________________________
 KV0733  GEOID HEIGHT    -        -32.347 (meters)                     GEOID18
 KV0733  DYNAMIC HEIGHT  -          3.567 (meters)       11.70  (feet) COMP
 KV0733  MODELED GRAVITY -    980,221.9   (mgal)                       NAVD 88
 KV0733
 KV0733  VERT ORDER      -  FIRST     CLASS II
 KV0733
 KV0733.The horizontal coordinates were scaled from a map and have
 KV0733.an estimated accuracy of +/- 6 seconds.
 KV0733
 KV0733.The orthometric height was determined by differential leveling and
 KV0733.adjusted by the NATIONAL GEODETIC SURVEY
 KV0733.in June 1991.
 KV0733
 KV0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0733.GEOID18 height accuracy estimate available here.
 KV0733
 KV0733.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK734771(NAD 83)
 KV0733
 KV0733                          SUPERSEDED SURVEY CONTROL
 KV0733
 KV0733  NGVD 29 (04/16/92)    3.862  (m)           12.67   (f) ADJUSTED    1 2
 KV0733  NGVD 29 (??/??/87)    3.934  (m)           12.91   (f) SUPERSEDED  1 2
 KV0733
 KV0733.Superseded values are not recommended for survey control.
 KV0733
 KV0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0733.See file dsdata.pdf to determine how the superseded data were derived.
 KV0733
 KV0733_MARKER: DB = BENCH MARK DISK
 KV0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0733_SP_SET: BUILDING
 KV0733_STAMPING: L 16 1933
 KV0733_MARK LOGO: CGS
 KV0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0733
 KV0733  HISTORY     - Date     Condition        Report By
 KV0733  HISTORY     - 1933     MONUMENTED       CGS
 KV0733  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0733  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0733  HISTORY     - 20171017 MARK NOT FOUND   NJGS
 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.
 KV0733
 KV0733                          STATION RECOVERY (2017)
 KV0733
 KV0733'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JBV)
 KV0733'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REMOVED.  THE
 KV0733'LOCAL RESIDENTS INFORMED US THAT THE BUILDING ON WHICH THE MARK WAS
 KV0733'SET ON WAS BURNED DOWN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0818 ***********************************************************************
 KU0818  DESIGNATION -  L 17
 KU0818  PID         -  KU0818
 KU0818  STATE/COUNTY-  NJ/MONMOUTH
 KU0818  COUNTRY     -  US
 KU0818  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0818
 KU0818                         *CURRENT SURVEY CONTROL
 KU0818  ______________________________________________________________________
 KU0818* NAD 83(1986) POSITION- 40 27 35.     (N) 073 59 49.     (W)   SCALED
 KU0818* NAVD 88 ORTHO HEIGHT -     2.679 (meters)        8.79  (feet) ADJUSTED
 KU0818  ______________________________________________________________________
 KU0818  GEOID HEIGHT    -        -32.470 (meters)                     GEOID18
 KU0818  DYNAMIC HEIGHT  -          2.677 (meters)        8.78  (feet) COMP
 KU0818  MODELED GRAVITY -    980,201.6   (mgal)                       NAVD 88
 KU0818
 KU0818  VERT ORDER      -  FIRST     CLASS II
 KU0818
 KU0818.The horizontal coordinates were scaled from a map and have
 KU0818.an estimated accuracy of +/- 6 seconds.
 KU0818
 KU0818.The orthometric height was determined by differential leveling and
 KU0818.adjusted by the NATIONAL GEODETIC SURVEY
 KU0818.in May 2006.
 KU0818
 KU0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0818.GEOID18 height accuracy estimate available here.
 KU0818
 KU0818.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK850792(NAD 83)
 KU0818
 KU0818                          SUPERSEDED SURVEY CONTROL
 KU0818
 KU0818  NAVD 88 (06/15/91)    2.680  (m)            8.79   (f) SUPERSEDED  1 2
 KU0818  NGVD 29 (??/??/92)    3.039  (m)            9.97   (f) SUPERSEDED  1 2
 KU0818  NGVD 29 (04/16/92)    2.997  (m)            9.83   (f) ADJUSTED    1 2
 KU0818  NGVD 29 (01/10/92)    2.997  (m)            9.83   (f) SUPERSEDED  1 2
 KU0818
 KU0818.Superseded values are not recommended for survey control.
 KU0818
 KU0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0818.See file dsdata.pdf to determine how the superseded data were derived.
 KU0818
 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             CGS
 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 DP8004 ***********************************************************************
 DP8004  DESIGNATION -  L 17 20371
 DP8004  PID         -  DP8004
 DP8004  STATE/COUNTY-  NJ/OCEAN
 DP8004  COUNTRY     -  US
 DP8004  USGS QUAD   -  POINT PLEASANT (2019)
 DP8004
 DP8004                         *CURRENT SURVEY CONTROL
 DP8004  ______________________________________________________________________
 DP8004* NAD 83(1986) POSITION- 40 06 07.81   (N) 074 03 07.45   (W)   HD_HELD1
 DP8004* NAVD 88 ORTHO HEIGHT -     8.753 (meters)       28.72  (feet) ADJUSTED
 DP8004  ______________________________________________________________________
 DP8004  GEOID HEIGHT    -        -33.009 (meters)                     GEOID18
 DP8004  DYNAMIC HEIGHT  -          8.749 (meters)       28.70  (feet) COMP
 DP8004  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 DP8004
 DP8004  VERT ORDER      -  FIRST     CLASS II
 DP8004
 DP8004.The horizontal coordinates were determined by differentially corrected
 DP8004.hand held GPS observations or other comparable positioning techniques
 DP8004.and have an estimated accuracy of +/- 3 meters.
 DP8004
 DP8004.The orthometric height was determined by differential leveling and
 DP8004.adjusted by the NATIONAL GEODETIC SURVEY
 DP8004.in September 2015.
 DP8004
 DP8004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8004.GEOID18 height accuracy estimate available here.
 DP8004
 DP8004.Click photographs - Photos may exist for this station.
 DP8004
 DP8004.The dynamic height is computed by dividing the NAVD 88
 DP8004.geopotential number by the normal gravity value computed on the
 DP8004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8004.degrees latitude (g = 980.6199 gals.).
 DP8004
 DP8004.The modeled gravity was interpolated from observed gravity values.
 DP8004
 DP8004;                    North         East    Units  Estimated Accuracy
 DP8004;SPC NJ       -   140,953.9     188,189.7     MT  (+/- 3 meters HH1 GPS) 
 DP8004
 DP8004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8079439527(NAD 83)
 DP8004
 DP8004                          SUPERSEDED SURVEY CONTROL
 DP8004
 DP8004.No superseded survey control is available for this station.
 DP8004
 DP8004_MARKER: DD = SURVEY DISK
 DP8004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8004_STAMPING: L-17 20371
 DP8004_MARK LOGO: NONE
 DP8004_PROJECTION: FLUSH
 DP8004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8004+STABILITY: SURFACE MOTION
 DP8004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8004+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DP8004
 DP8004  HISTORY     - Date     Condition        Report By
 DP8004  HISTORY     - UNK      MONUMENTED       NONE
 DP8004  HISTORY     - 20120807 GOOD             NJGS
 DP8004
 DP8004                          STATION DESCRIPTION
 DP8004
 DP8004'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP8004'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF
 DP8004'ASBURY PARK, 1.6 MI (2.6 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 0.8
 DP8004'MI (1.3 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.  THE STATION IS
 DP8004'LOCATED IN THE BOROUGH OF BRIELLE.
 DP8004'
 DP8004'THE STATION IS ON THE SOUTHWEST SIDE OF THE SOUTHBOUND LANES OF STATE
 DP8004'ROUTE 35, SOUTH OF THE MAIN BRIDGE SPANNING THE MANASQUAN RIVER.
 DP8004'
 DP8004'THE STATION IS 5.6 FT (1.7 M) SOUTHWEST OF THE SOUTHWEST CURB OF
 DP8004'SOUTHBOUND ROUTE 35, 22 FT (6.7 M) SOUTH OF THE CENTERLINE OF THE
 DP8004'CONCRETE SIDEWALK STAIRS LEADING DOWN THE THE RIVER BANK, 151.8 FT
 DP8004'(46.3 M) SOUTH OF MILEPOST 14.5, 47.8 FT (14.6 M) WEST-NORTHWEST OF
 DP8004'THE CENTER OF THE INLET CURB PIECE OF THE SOUTHBOUND LANES OF ROUTE
 DP8004'35, 2 FT (0.6 M) NORTHEAST OF THE EAST FACE OF THE GUIDERAIL.
 DP8004'
 DP8004'THE DISK IS INSCRIBED (WEST.  CONTROL P.J.S.P.88).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1709 ***********************************************************************
 KV1709  DESIGNATION -  L 18
 KV1709  PID         -  KV1709
 KV1709  STATE/COUNTY-  NJ/WARREN
 KV1709  COUNTRY     -  US
 KV1709  USGS QUAD   -  EASTON (2019)
 KV1709
 KV1709                         *CURRENT SURVEY CONTROL
 KV1709  ______________________________________________________________________
 KV1709* NAD 83(1986) POSITION- 40 40 45.     (N) 075 10 41.     (W)   SCALED
 KV1709* NAVD 88 ORTHO HEIGHT -    57.641 (meters)      189.11  (feet) ADJUSTED
 KV1709  ______________________________________________________________________
 KV1709  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 KV1709  DYNAMIC HEIGHT  -         57.614 (meters)      189.02  (feet) COMP
 KV1709  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 KV1709
 KV1709  VERT ORDER      -  FIRST     CLASS II
 KV1709
 KV1709.The horizontal coordinates were scaled from a map and have
 KV1709.an estimated accuracy of +/- 6 seconds.
 KV1709
 KV1709.The orthometric height was determined by differential leveling and
 KV1709.adjusted by the NATIONAL GEODETIC SURVEY
 KV1709.in June 1991.
 KV1709
 KV1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1709.GEOID18 height accuracy estimate available here.
 KV1709
 KV1709.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL849031(NAD 83)
 KV1709
 KV1709                          SUPERSEDED SURVEY CONTROL
 KV1709
 KV1709  NGVD 29 (11/26/84)   57.871  (m)          189.87   (f) ADJUSTED    1 2
 KV1709
 KV1709.Superseded values are not recommended for survey control.
 KV1709
 KV1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1709.See file dsdata.pdf to determine how the superseded data were derived.
 KV1709
 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 = JULY 24, 2026 22:12:30 EDT
 KV1710 ***********************************************************************
 KV1710  DESIGNATION -  L 18 RESET
 KV1710  PID         -  KV1710
 KV1710  STATE/COUNTY-  NJ/WARREN
 KV1710  COUNTRY     -  US
 KV1710  USGS QUAD   -  EASTON (2019)
 KV1710
 KV1710                         *CURRENT SURVEY CONTROL
 KV1710  ______________________________________________________________________
 KV1710* NAD 83(1986) POSITION- 40 40 45.     (N) 075 10 41.     (W)   SCALED
 KV1710* NAVD 88 ORTHO HEIGHT -    58.135 (meters)      190.73  (feet) ADJUSTED
 KV1710  ______________________________________________________________________
 KV1710  GEOID HEIGHT    -        -34.060 (meters)                     GEOID18
 KV1710  DYNAMIC HEIGHT  -         58.107 (meters)      190.64  (feet) COMP
 KV1710  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 KV1710
 KV1710  VERT ORDER      -  FIRST     CLASS I
 KV1710
 KV1710.The horizontal coordinates were scaled from a map and have
 KV1710.an estimated accuracy of +/- 6 seconds.
 KV1710
 KV1710.The orthometric height was determined by differential leveling and
 KV1710.adjusted by the NATIONAL GEODETIC SURVEY
 KV1710.in June 1991.
 KV1710
 KV1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1710.GEOID18 height accuracy estimate available here.
 KV1710
 KV1710.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL849031(NAD 83)
 KV1710
 KV1710                          SUPERSEDED SURVEY CONTROL
 KV1710
 KV1710  NGVD 29 (01/10/92)   58.362  (m)          191.48   (f) ADJUSTED    1 1
 KV1710  NGVD 29 (??/??/87)   58.354  (m)          191.45   (f) SUPERSEDED  1 1
 KV1710
 KV1710.Superseded values are not recommended for survey control.
 KV1710
 KV1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1710.See file dsdata.pdf to determine how the superseded data were derived.
 KV1710
 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 = JULY 24, 2026 22:12:30 EDT
 KV1397 ***********************************************************************
 KV1397  DESIGNATION -  L 19
 KV1397  PID         -  KV1397
 KV1397  STATE/COUNTY-  NJ/SOMERSET
 KV1397  COUNTRY     -  US
 KV1397  USGS QUAD   -  RARITAN (2019)
 KV1397
 KV1397                         *CURRENT SURVEY CONTROL
 KV1397  ______________________________________________________________________
 KV1397* NAD 83(1986) POSITION- 40 32 11.     (N) 074 38 30.     (W)   SCALED
 KV1397* NAVD 88 ORTHO HEIGHT -    31.347 (meters)      102.84  (feet) ADJUSTED
 KV1397  ______________________________________________________________________
 KV1397  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 KV1397  DYNAMIC HEIGHT  -         31.333 (meters)      102.80  (feet) COMP
 KV1397  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 KV1397
 KV1397  VERT ORDER      -  SECOND    CLASS 0
 KV1397
 KV1397.The horizontal coordinates were scaled from a map and have
 KV1397.an estimated accuracy of +/- 6 seconds.
 KV1397
 KV1397.The orthometric height was determined by differential leveling and
 KV1397.adjusted by the NATIONAL GEODETIC SURVEY
 KV1397.in June 1991.
 KV1397
 KV1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1397.GEOID18 height accuracy estimate available here.
 KV1397
 KV1397.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK303873(NAD 83)
 KV1397
 KV1397                          SUPERSEDED SURVEY CONTROL
 KV1397
 KV1397  NGVD 29 (11/26/84)   31.614  (m)          103.72   (f) ADJUSTED    2 0
 KV1397
 KV1397.Superseded values are not recommended for survey control.
 KV1397
 KV1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1397.See file dsdata.pdf to determine how the superseded data were derived.
 KV1397
 KV1397_MARKER: DB = BENCH MARK DISK
 KV1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1397_STAMPING: L 19 1935
 KV1397_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0681 ***********************************************************************
 KV0681  DESIGNATION -  L 20
 KV0681  PID         -  KV0681
 KV0681  STATE/COUNTY-  NJ/ESSEX
 KV0681  COUNTRY     -  US
 KV0681  USGS QUAD   -  ORANGE (2016)
 KV0681
 KV0681                         *CURRENT SURVEY CONTROL
 KV0681  ______________________________________________________________________
 KV0681* NAD 83(1986) POSITION- 40 46 20.     (N) 074 14 04.     (W)   SCALED
 KV0681* NAVD 88 ORTHO HEIGHT -    61.956 (meters)      203.27  (feet) ADJUSTED
 KV0681  ______________________________________________________________________
 KV0681  GEOID HEIGHT    -        -32.455 (meters)                     GEOID18
 KV0681  DYNAMIC HEIGHT  -         61.930 (meters)      203.18  (feet) COMP
 KV0681  MODELED GRAVITY -    980,202.7   (mgal)                       NAVD 88
 KV0681
 KV0681  VERT ORDER      -  SECOND    CLASS 0
 KV0681
 KV0681.The horizontal coordinates were scaled from a map and have
 KV0681.an estimated accuracy of +/- 6 seconds.
 KV0681
 KV0681.The orthometric height was determined by differential leveling and
 KV0681.adjusted by the NATIONAL GEODETIC SURVEY
 KV0681.in June 1991.
 KV0681
 KV0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0681.GEOID18 height accuracy estimate available here.
 KV0681
 KV0681.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL646137(NAD 83)
 KV0681
 KV0681                          SUPERSEDED SURVEY CONTROL
 KV0681
 KV0681  NGVD 29 (11/26/84)   62.269  (m)          204.29   (f) ADJUSTED    2 0
 KV0681
 KV0681.Superseded values are not recommended for survey control.
 KV0681
 KV0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0681.See file dsdata.pdf to determine how the superseded data were derived.
 KV0681
 KV0681_MARKER: DB = BENCH MARK DISK
 KV0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0681_SP_SET: UNDERPASS
 KV0681_STAMPING: L 20 1935
 KV0681_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1234 ***********************************************************************
 KV1234  DESIGNATION -  L 23
 KV1234  PID         -  KV1234
 KV1234  STATE/COUNTY-  NJ/WARREN
 KV1234  COUNTRY     -  US
 KV1234  USGS QUAD   -  WASHINGTON (2016)
 KV1234
 KV1234                         *CURRENT SURVEY CONTROL
 KV1234  ______________________________________________________________________
 KV1234* NAD 83(1986) POSITION- 40 52 21.     (N) 074 59 45.     (W)   SCALED
 KV1234* NAVD 88 ORTHO HEIGHT -   116.332 (meters)      381.67  (feet) ADJUSTED
 KV1234  ______________________________________________________________________
 KV1234  GEOID HEIGHT    -        -33.363 (meters)                     GEOID18
 KV1234  DYNAMIC HEIGHT  -        116.280 (meters)      381.50  (feet) COMP
 KV1234  MODELED GRAVITY -    980,180.8   (mgal)                       NAVD 88
 KV1234
 KV1234  VERT ORDER      -  SECOND    CLASS 0
 KV1234
 KV1234.The horizontal coordinates were scaled from a map and have
 KV1234.an estimated accuracy of +/- 6 seconds.
 KV1234
 KV1234.The orthometric height was determined by differential leveling and
 KV1234.adjusted by the NATIONAL GEODETIC SURVEY
 KV1234.in June 1991.
 KV1234
 KV1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1234.GEOID18 height accuracy estimate available here.
 KV1234
 KV1234.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL003246(NAD 83)
 KV1234
 KV1234                          SUPERSEDED SURVEY CONTROL
 KV1234
 KV1234  NGVD 29 (11/26/84)  116.537  (m)          382.34   (f) ADJUSTED    2 0
 KV1234
 KV1234.Superseded values are not recommended for survey control.
 KV1234
 KV1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1234.See file dsdata.pdf to determine how the superseded data were derived.
 KV1234
 KV1234_MARKER: DB = BENCH MARK DISK
 KV1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1234_STAMPING: L 23 1942
 KV1234_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1334 ***********************************************************************
 KV1334  DESIGNATION -  L 24
 KV1334  PID         -  KV1334
 KV1334  STATE/COUNTY-  NJ/MORRIS
 KV1334  COUNTRY     -  US
 KV1334  USGS QUAD   -  CHESTER (2019)
 KV1334
 KV1334                         *CURRENT SURVEY CONTROL
 KV1334  ______________________________________________________________________
 KV1334* NAD 83(1986) POSITION- 40 49 32.     (N) 074 42 58.     (W)   SCALED
 KV1334* NAVD 88 ORTHO HEIGHT -   197.406 (meters)      647.66  (feet) ADJUSTED
 KV1334  ______________________________________________________________________
 KV1334  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 KV1334  DYNAMIC HEIGHT  -        197.316 (meters)      647.36  (feet) COMP
 KV1334  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 KV1334
 KV1334  VERT ORDER      -  SECOND    CLASS 0
 KV1334
 KV1334.The horizontal coordinates were scaled from a map and have
 KV1334.an estimated accuracy of +/- 6 seconds.
 KV1334
 KV1334.The orthometric height was determined by differential leveling and
 KV1334.adjusted by the NATIONAL GEODETIC SURVEY
 KV1334.in June 1991.
 KV1334
 KV1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1334.GEOID18 height accuracy estimate available here.
 KV1334
 KV1334.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL239194(NAD 83)
 KV1334
 KV1334                          SUPERSEDED SURVEY CONTROL
 KV1334
 KV1334  NGVD 29 (11/26/84)  197.629  (m)          648.39   (f) ADJUSTED    2 0
 KV1334
 KV1334.Superseded values are not recommended for survey control.
 KV1334
 KV1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1334.See file dsdata.pdf to determine how the superseded data were derived.
 KV1334
 KV1334_MARKER: DB = BENCH MARK DISK
 KV1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1334_STAMPING: L 24 1942
 KV1334_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1289 ***********************************************************************
 KV1289  DESIGNATION -  L 25
 KV1289  PID         -  KV1289
 KV1289  STATE/COUNTY-  NJ/MORRIS
 KV1289  COUNTRY     -  US
 KV1289  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1289
 KV1289                         *CURRENT SURVEY CONTROL
 KV1289  ______________________________________________________________________
 KV1289* NAD 83(1986) POSITION- 40 47 31.     (N) 074 50 21.     (W)   SCALED
 KV1289* NAVD 88 ORTHO HEIGHT -   290.659 (meters)      953.60  (feet) ADJUSTED
 KV1289  ______________________________________________________________________
 KV1289  GEOID HEIGHT    -        -33.235 (meters)                     GEOID18
 KV1289  DYNAMIC HEIGHT  -        290.522 (meters)      953.15  (feet) COMP
 KV1289  MODELED GRAVITY -    980,145.2   (mgal)                       NAVD 88
 KV1289
 KV1289  VERT ORDER      -  SECOND    CLASS 0
 KV1289
 KV1289.The horizontal coordinates were scaled from a map and have
 KV1289.an estimated accuracy of +/- 6 seconds.
 KV1289
 KV1289.The orthometric height was determined by differential leveling and
 KV1289.adjusted by the NATIONAL GEODETIC SURVEY
 KV1289.in June 1991.
 KV1289
 KV1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1289.GEOID18 height accuracy estimate available here.
 KV1289
 KV1289.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL135156(NAD 83)
 KV1289
 KV1289                          SUPERSEDED SURVEY CONTROL
 KV1289
 KV1289  NGVD 29 (11/26/84)  290.884  (m)          954.34   (f) ADJUSTED    2 0
 KV1289
 KV1289.Superseded values are not recommended for survey control.
 KV1289
 KV1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1289.See file dsdata.pdf to determine how the superseded data were derived.
 KV1289
 KV1289_MARKER: DB = BENCH MARK DISK
 KV1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1289_STAMPING: L 25 1942
 KV1289_MARK LOGO: CGS
 KV1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1289+STABILITY: SURFACE MOTION
 KV1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1289+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2024
 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  HISTORY     - 20240229 GOOD             LOCSUR
 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.
 KV1289
 KV1289                          STATION RECOVERY (2024)
 KV1289
 KV1289'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2024 (JB)
 KV1289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1174 ***********************************************************************
 KV1174  DESIGNATION -  L 26
 KV1174  PID         -  KV1174
 KV1174  STATE/COUNTY-  NJ/SOMERSET
 KV1174  COUNTRY     -  US
 KV1174  USGS QUAD   -  BOUND BROOK (2019)
 KV1174
 KV1174                         *CURRENT SURVEY CONTROL
 KV1174  ______________________________________________________________________
 KV1174* NAD 83(1986) POSITION- 40 33 37.     (N) 074 32 54.     (W)   SCALED
 KV1174* NAVD 88 ORTHO HEIGHT -    11.164 (meters)       36.63  (feet) ADJUSTED
 KV1174  ______________________________________________________________________
 KV1174  GEOID HEIGHT    -        -33.205 (meters)                     GEOID18
 KV1174  DYNAMIC HEIGHT  -         11.159 (meters)       36.61  (feet) COMP
 KV1174  MODELED GRAVITY -    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 map and have
 KV1174.an estimated accuracy of +/- 6 seconds.
 KV1174
 KV1174.The orthometric height was determined by differential leveling and
 KV1174.adjusted by the NATIONAL GEODETIC SURVEY
 KV1174.in June 1991.
 KV1174
 KV1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1174.GEOID18 height accuracy estimate available here.
 KV1174
 KV1174.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK382900(NAD 83)
 KV1174
 KV1174                          SUPERSEDED SURVEY CONTROL
 KV1174
 KV1174  NGVD 29 (01/10/92)   11.438  (m)           37.53   (f) ADJUSTED    1 2
 KV1174  NGVD 29 (??/??/87)   11.438  (m)           37.53   (f) SUPERSEDED  1 2
 KV1174
 KV1174.Superseded values are not recommended for survey control.
 KV1174
 KV1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1174.See file dsdata.pdf to determine how the superseded data were derived.
 KV1174
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1370 ***********************************************************************
 KV1370  DESIGNATION -  L 27
 KV1370  PID         -  KV1370
 KV1370  STATE/COUNTY-  NJ/HUNTERDON
 KV1370  COUNTRY     -  US
 KV1370  USGS QUAD   -  FLEMINGTON (2019)
 KV1370
 KV1370                         *CURRENT SURVEY CONTROL
 KV1370  ______________________________________________________________________
 KV1370* NAD 83(1986) POSITION- 40 30 18.02   (N) 074 52 08.85   (W)   HD_HELD1
 KV1370* NAVD 88 ORTHO HEIGHT -    57.321 (meters)      188.06  (feet) ADJUSTED
 KV1370  ______________________________________________________________________
 KV1370  GEOID HEIGHT    -        -33.821 (meters)                     GEOID18
 KV1370  DYNAMIC HEIGHT  -         57.294 (meters)      187.97  (feet) COMP
 KV1370  MODELED GRAVITY -    980,153.6   (mgal)                       NAVD 88
 KV1370
 KV1370  VERT ORDER      -  SECOND    CLASS II
 KV1370
 KV1370.The horizontal coordinates were determined by differentially corrected
 KV1370.hand held GPS observations or other comparable positioning techniques
 KV1370.and have an estimated accuracy of +/- 3 meters.
 KV1370
 KV1370.The orthometric height was determined by differential leveling and
 KV1370.adjusted by the NATIONAL GEODETIC SURVEY
 KV1370.in June 1991.
 KV1370
 KV1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1370.GEOID18 height accuracy estimate available here.
 KV1370
 KV1370.Click photographs - Photos may exist for this station.
 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       -   185,649.8     118,715.5     MT  (+/- 3 meters HH1 GPS) 
 KV1370
 KV1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1108883818(NAD 83)
 KV1370
 KV1370                          SUPERSEDED SURVEY CONTROL
 KV1370
 KV1370  NGVD 29 (11/26/84)   57.564  (m)          188.86   (f) ADJUSTED    2 0
 KV1370
 KV1370.Superseded values are not recommended for survey control.
 KV1370
 KV1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1370.See file dsdata.pdf to determine how the superseded data were derived.
 KV1370
 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_MARK LOGO: CGS
 KV1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1370+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 KV1370
 KV1370  HISTORY     - Date     Condition        Report By
 KV1370  HISTORY     - 1942     MONUMENTED       CGS
 KV1370  HISTORY     - 1956     GOOD             CGS
 KV1370  HISTORY     - 19950909 GOOD             USPSQD
 KV1370  HISTORY     - 20100401 GOOD             NJGS
 KV1370  HISTORY     - 20240501 GOOD             NJGS
 KV1370  HISTORY     - 20250924 GOOD             AAAS
 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.
 KV1370
 KV1370                          STATION RECOVERY (2010)
 KV1370
 KV1370'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 KV1370'RECOVERED AS DESCRIBED.
 KV1370
 KV1370                          STATION RECOVERY (2024)
 KV1370
 KV1370'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (CJ)
 KV1370'RECOVERED IN GOOD CONDITION.
 KV1370
 KV1370                          STATION RECOVERY (2025)
 KV1370
 KV1370'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 KV1370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1204 ***********************************************************************
 KV1204  DESIGNATION -  L 28
 KV1204  PID         -  KV1204
 KV1204  STATE/COUNTY-  NJ/HUNTERDON
 KV1204  COUNTRY     -  US
 KV1204  USGS QUAD   -  HIGH BRIDGE (2016)
 KV1204
 KV1204                         *CURRENT SURVEY CONTROL
 KV1204  ______________________________________________________________________
 KV1204* NAD 83(1986) POSITION- 40 40 58.     (N) 074 55 17.     (W)   SCALED
 KV1204* NAVD 88 ORTHO HEIGHT -   116.971 (meters)      383.76  (feet) ADJUSTED
 KV1204  ______________________________________________________________________
 KV1204  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 KV1204  DYNAMIC HEIGHT  -        116.917 (meters)      383.59  (feet) COMP
 KV1204  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 KV1204
 KV1204  VERT ORDER      -  FIRST     CLASS II
 KV1204
 KV1204.The horizontal coordinates were scaled from a map and have
 KV1204.an estimated accuracy of +/- 6 seconds.
 KV1204
 KV1204.The orthometric height was determined by differential leveling and
 KV1204.adjusted by the NATIONAL GEODETIC SURVEY
 KV1204.in June 1991.
 KV1204
 KV1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1204.GEOID18 height accuracy estimate available here.
 KV1204
 KV1204.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL066035(NAD 83)
 KV1204
 KV1204                          SUPERSEDED SURVEY CONTROL
 KV1204
 KV1204  NGVD 29 (11/26/84)  117.206  (m)          384.53   (f) ADJUSTED    1 2
 KV1204
 KV1204.Superseded values are not recommended for survey control.
 KV1204
 KV1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1204.See file dsdata.pdf to determine how the superseded data were derived.
 KV1204
 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_MARK LOGO: CGS
 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  HISTORY     - 20190930 MARK NOT FOUND   NJGS
 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.
 KV1204
 KV1204                          STATION RECOVERY (2019)
 KV1204
 KV1204'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1204'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1381 ***********************************************************************
 KV1381  DESIGNATION -  L 29
 KV1381  PID         -  KV1381
 KV1381  STATE/COUNTY-  NJ/HUNTERDON
 KV1381  COUNTRY     -  US
 KV1381  USGS QUAD   -  FLEMINGTON (2019)
 KV1381
 KV1381                         *CURRENT SURVEY CONTROL
 KV1381  ______________________________________________________________________
 KV1381* NAD 83(1986) POSITION- 40 33 17.53   (N) 074 49 20.54   (W)   HD_HELD1
 KV1381* NAVD 88 ORTHO HEIGHT -    64.640 (meters)      212.07  (feet) ADJUSTED
 KV1381  ______________________________________________________________________
 KV1381  GEOID HEIGHT    -        -33.707 (meters)                     GEOID18
 KV1381  DYNAMIC HEIGHT  -         64.610 (meters)      211.97  (feet) COMP
 KV1381  MODELED GRAVITY -    980,167.1   (mgal)                       NAVD 88
 KV1381
 KV1381  VERT ORDER      -  SECOND    CLASS 0
 KV1381
 KV1381.The horizontal coordinates were determined by differentially corrected
 KV1381.hand held GPS observations or other comparable positioning techniques
 KV1381.and have an estimated accuracy of +/- 3 meters.
 KV1381
 KV1381.The orthometric height was determined by differential leveling and
 KV1381.adjusted by the NATIONAL GEODETIC SURVEY
 KV1381.in June 1991.
 KV1381
 KV1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1381.GEOID18 height accuracy estimate available here.
 KV1381
 KV1381.Click photographs - Photos may exist for this station.
 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       -   191,170.9     122,698.2     MT  (+/- 3 meters HH1 GPS) 
 KV1381
 KV1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1503889360(NAD 83)
 KV1381
 KV1381                          SUPERSEDED SURVEY CONTROL
 KV1381
 KV1381  NGVD 29 (11/26/84)   64.888  (m)          212.89   (f) ADJUSTED    2 0
 KV1381
 KV1381.Superseded values are not recommended for survey control.
 KV1381
 KV1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1381.See file dsdata.pdf to determine how the superseded data were derived.
 KV1381
 KV1381_MARKER: DB = BENCH MARK DISK
 KV1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1381_STAMPING: L 29 1942
 KV1381_MARK LOGO: CGS
 KV1381_PROJECTION: PROJECTING 15 CENTIMETERS
 KV1381_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1381+STABILITY: SURFACE MOTION
 KV1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1381+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 KV1381
 KV1381  HISTORY     - Date     Condition        Report By
 KV1381  HISTORY     - 1942     MONUMENTED       CGS
 KV1381  HISTORY     - 1971     GOOD             NJDCED
 KV1381  HISTORY     - 20050416 GOOD             USPSQD
 KV1381  HISTORY     - 20190918 GOOD             NJGS
 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.
 KV1381
 KV1381                          STATION RECOVERY (2019)
 KV1381
 KV1381'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1381'IT IS 65.75 FT (20.0 M) SOUTHWEST OF AN INLET ON THE NORTH SIDE OF
 KV1381'WOODSCHURCH ROAD AND 3 FT (0.9 M) SOUTHWEST OF POLE T1296.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0542 ***********************************************************************
 JU0542  DESIGNATION -  L 3
 JU0542  PID         -  JU0542
 JU0542  STATE/COUNTY-  NJ/CAMDEN
 JU0542  COUNTRY     -  US
 JU0542  USGS QUAD   -  CLEMENTON (2019)
 JU0542
 JU0542                         *CURRENT SURVEY CONTROL
 JU0542  ______________________________________________________________________
 JU0542* NAD 83(1986) POSITION- 39 47 30.0    (N) 074 58 14.8    (W)   HD_HELD2
 JU0542* NAVD 88 ORTHO HEIGHT -    28.516 (meters)       93.56  (feet) ADJUSTED
 JU0542  ______________________________________________________________________
 JU0542  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 JU0542  DYNAMIC HEIGHT  -         28.502 (meters)       93.51  (feet) COMP
 JU0542  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 JU0542
 JU0542  VERT ORDER      -  FIRST     CLASS I
 JU0542
 JU0542.The horizontal coordinates were established by autonomous hand held GPS
 JU0542.observations and have an estimated accuracy of +/- 10 meters.
 JU0542
 JU0542.The orthometric height was determined by differential leveling and
 JU0542.adjusted by the NATIONAL GEODETIC SURVEY
 JU0542.in June 1991.
 JU0542
 JU0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0542.GEOID18 height accuracy estimate available here.
 JU0542
 JU0542.Click photographs - Photos may exist for this station.
 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       -   106,491.      109,681.      MT  (+/- 10 meters HH2 GPS)
 JU0542
 JU0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0250104635(NAD 83)
 JU0542
 JU0542                          SUPERSEDED SURVEY CONTROL
 JU0542
 JU0542  NGVD 29 (11/26/84)   28.871  (m)           94.72   (f) ADJUSTED    1 1
 JU0542
 JU0542.Superseded values are not recommended for survey control.
 JU0542
 JU0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0542.See file dsdata.pdf to determine how the superseded data were derived.
 JU0542
 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  HISTORY     - 20200327 GOOD             GEOCAC
 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
 JU0542
 JU0542                          STATION RECOVERY (2020)
 JU0542
 JU0542'RECOVERY NOTE BY GEOCACHING 2020
 JU0542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0774 ***********************************************************************
 LY0774  DESIGNATION -  L 30
 LY0774  PID         -  LY0774
 LY0774  STATE/COUNTY-  NJ/SUSSEX
 LY0774  COUNTRY     -  US
 LY0774  USGS QUAD   -  NEWTON WEST (2019)
 LY0774
 LY0774                         *CURRENT SURVEY CONTROL
 LY0774  ______________________________________________________________________
 LY0774* NAD 83(1986) POSITION- 41 05 40.     (N) 074 49 30.     (W)   SCALED
 LY0774* NAVD 88 ORTHO HEIGHT -   217.072 (meters)      712.18  (feet) ADJUSTED
 LY0774  ______________________________________________________________________
 LY0774  GEOID HEIGHT    -        -32.771 (meters)                     GEOID18
 LY0774  DYNAMIC HEIGHT  -        216.977 (meters)      711.87  (feet) COMP
 LY0774  MODELED GRAVITY -    980,179.2   (mgal)                       NAVD 88
 LY0774
 LY0774  VERT ORDER      -  SECOND    CLASS 0
 LY0774
 LY0774.The horizontal coordinates were scaled from a map and have
 LY0774.an estimated accuracy of +/- 6 seconds.
 LY0774
 LY0774.The orthometric height was determined by differential leveling and
 LY0774.adjusted by the NATIONAL GEODETIC SURVEY
 LY0774.in June 1991.
 LY0774
 LY0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0774.GEOID18 height accuracy estimate available here.
 LY0774
 LY0774.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL146492(NAD 83)
 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
 LY0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0774.See file dsdata.pdf to determine how the superseded data were derived.
 LY0774
 LY0774_MARKER: DB = BENCH MARK DISK
 LY0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0774_STAMPING: L 30 1942
 LY0774_MARK LOGO: CGS
 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  HISTORY     - 20211027 MARK NOT FOUND   PROFLN
 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.
 LY0774
 LY0774                          STATION RECOVERY (2021)
 LY0774
 LY0774'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (JRO)
 LY0774'SEARCHED WHERE THE DISTANCES OFF THE TWO ROADS INTERSECTED BUT NO
 LY0774'MONUMENT FOUND.  MANY ROCKS IMPEDED THE SEARCH WITH A METAL DETECTOR.
 LY0774'THERE IS NO FENCE ANY MORE.  IT SEEMED THE MARK COULD STILL BE THERE
 LY0774'AS THE AREA SEEMED BASICALLY UNDISTURBED.  JUST HAVE TO GET LUCKY
 LY0774'LOOKING IN THE RIGHT SPOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0500 ***********************************************************************
 LY0500  DESIGNATION -  L 32
 LY0500  PID         -  LY0500
 LY0500  STATE/COUNTY-  NJ/SUSSEX
 LY0500  COUNTRY     -  US
 LY0500  USGS QUAD   -  PINE ISLAND (2019)
 LY0500
 LY0500                         *CURRENT SURVEY CONTROL
 LY0500  ______________________________________________________________________
 LY0500* NAD 83(1986) POSITION- 41 15 04.4    (N) 074 28 42.5    (W)   HD_HELD2
 LY0500* NAVD 88 ORTHO HEIGHT -   126.635 (meters)      415.47  (feet) ADJUSTED
 LY0500  ______________________________________________________________________
 LY0500  GEOID HEIGHT    -        -32.297 (meters)                     GEOID18
 LY0500  DYNAMIC HEIGHT  -        126.584 (meters)      415.30  (feet) COMP
 LY0500  MODELED GRAVITY -    980,215.2   (mgal)                       NAVD 88
 LY0500
 LY0500  VERT ORDER      -  SECOND    CLASS 0
 LY0500
 LY0500.The horizontal coordinates were established by autonomous hand held GPS
 LY0500.observations and have an estimated accuracy of +/- 10 meters.
 LY0500
 LY0500.The orthometric height was determined by differential leveling and
 LY0500.adjusted by the NATIONAL GEODETIC SURVEY
 LY0500.in June 1991.
 LY0500
 LY0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0500.GEOID18 height accuracy estimate available here.
 LY0500
 LY0500.Click photographs - Photos may exist for this station.
 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       -   268,445.      151,804.      MT  (+/- 10 meters HH2 GPS)
 LY0500
 LY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4369466776(NAD 83)
 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
 LY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0500.See file dsdata.pdf to determine how the superseded data were derived.
 LY0500
 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 = JULY 24, 2026 22:12:30 EDT
 LY0817 ***********************************************************************
 LY0817  DESIGNATION -  L 34
 LY0817  PID         -  LY0817
 LY0817  STATE/COUNTY-  NJ/SUSSEX
 LY0817  COUNTRY     -  US
 LY0817  USGS QUAD   -  BRANCHVILLE (2019)
 LY0817
 LY0817                         *CURRENT SURVEY CONTROL
 LY0817  ______________________________________________________________________
 LY0817* NAD 83(1986) POSITION- 41 14 35.     (N) 074 40 46.     (W)   SCALED
 LY0817* NAVD 88 ORTHO HEIGHT -   287.743 (meters)      944.04  (feet) ADJUSTED
 LY0817  ______________________________________________________________________
 LY0817  GEOID HEIGHT    -        -32.351 (meters)                     GEOID18
 LY0817  DYNAMIC HEIGHT  -        287.619 (meters)      943.63  (feet) COMP
 LY0817  MODELED GRAVITY -    980,184.5   (mgal)                       NAVD 88
 LY0817
 LY0817  VERT ORDER      -  SECOND    CLASS 0
 LY0817
 LY0817.The horizontal coordinates were scaled from a map and have
 LY0817.an estimated accuracy of +/- 6 seconds.
 LY0817
 LY0817.The orthometric height was determined by differential leveling and
 LY0817.adjusted by the NATIONAL GEODETIC SURVEY
 LY0817.in June 1991.
 LY0817
 LY0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0817.GEOID18 height accuracy estimate available here.
 LY0817
 LY0817.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL268657(NAD 83)
 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
 LY0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0817.See file dsdata.pdf to determine how the superseded data were derived.
 LY0817
 LY0817_MARKER: DB = BENCH MARK DISK
 LY0817_SETTING: 80 = SET IN A BOULDER
 LY0817_STAMPING: L 34 1942
 LY0817_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0809 ***********************************************************************
 LY0809  DESIGNATION -  L 35
 LY0809  PID         -  LY0809
 LY0809  STATE/COUNTY-  NJ/SUSSEX
 LY0809  COUNTRY     -  US
 LY0809  USGS QUAD   -  NEWTON EAST (2019)
 LY0809
 LY0809                         *CURRENT SURVEY CONTROL
 LY0809  ______________________________________________________________________
 LY0809* NAD 83(1986) POSITION- 41 06 56.     (N) 074 42 35.     (W)   SCALED
 LY0809* NAVD 88 ORTHO HEIGHT -   154.542 (meters)      507.03  (feet) ADJUSTED
 LY0809  ______________________________________________________________________
 LY0809  GEOID HEIGHT    -        -32.647 (meters)                     GEOID18
 LY0809  DYNAMIC HEIGHT  -        154.476 (meters)      506.81  (feet) COMP
 LY0809  MODELED GRAVITY -    980,193.7   (mgal)                       NAVD 88
 LY0809
 LY0809  VERT ORDER      -  SECOND    CLASS 0
 LY0809
 LY0809.The horizontal coordinates were scaled from a map and have
 LY0809.an estimated accuracy of +/- 6 seconds.
 LY0809
 LY0809.The orthometric height was determined by differential leveling and
 LY0809.adjusted by the NATIONAL GEODETIC SURVEY
 LY0809.in June 1991.
 LY0809
 LY0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0809.GEOID18 height accuracy estimate available here.
 LY0809
 LY0809.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL243516(NAD 83)
 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
 LY0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0809.See file dsdata.pdf to determine how the superseded data were derived.
 LY0809
 LY0809_MARKER: DB = BENCH MARK DISK
 LY0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0809_STAMPING: L 35 1942
 LY0809_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1951
 LY0809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0732 ***********************************************************************
 KV0732  DESIGNATION -  L 36
 KV0732  PID         -  KV0732
 KV0732  STATE/COUNTY-  NJ/MONMOUTH
 KV0732  COUNTRY     -  US
 KV0732  USGS QUAD   -  KEYPORT (2016)
 KV0732
 KV0732                         *CURRENT SURVEY CONTROL
 KV0732  ______________________________________________________________________
 KV0732* NAD 83(1986) POSITION- 40 26 20.     (N) 074 07 46.     (W)   SCALED
 KV0732* NAVD 88 ORTHO HEIGHT -     4.120 (meters)       13.52  (feet) ADJUSTED
 KV0732  ______________________________________________________________________
 KV0732  GEOID HEIGHT    -        -32.349 (meters)                     GEOID18
 KV0732  DYNAMIC HEIGHT  -          4.118 (meters)       13.51  (feet) COMP
 KV0732  MODELED GRAVITY -    980,221.5   (mgal)                       NAVD 88
 KV0732
 KV0732  VERT ORDER      -  FIRST     CLASS II
 KV0732
 KV0732.The horizontal coordinates were scaled from a map and have
 KV0732.an estimated accuracy of +/- 6 seconds.
 KV0732
 KV0732.The orthometric height was determined by differential leveling and
 KV0732.adjusted by the NATIONAL GEODETIC SURVEY
 KV0732.in June 1991.
 KV0732
 KV0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0732.GEOID18 height accuracy estimate available here.
 KV0732
 KV0732.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK738768(NAD 83)
 KV0732
 KV0732                          SUPERSEDED SURVEY CONTROL
 KV0732
 KV0732  NGVD 29 (04/16/92)    4.423  (m)           14.51   (f) ADJUSTED    1 2
 KV0732  NGVD 29 (01/10/92)    4.423  (m)           14.51   (f) SUPERSEDED  1 2
 KV0732  NGVD 29 (??/??/87)    4.490  (m)           14.73   (f) SUPERSEDED  1 2
 KV0732
 KV0732.Superseded values are not recommended for survey control.
 KV0732
 KV0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0732.See file dsdata.pdf to determine how the superseded data were derived.
 KV0732
 KV0732_MARKER: DB = BENCH MARK DISK
 KV0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0732_STAMPING: L 36 1952
 KV0732_MARK LOGO: CGS
 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  HISTORY     - 20201112 MARK NOT FOUND   NJGS
 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.
 KV0732
 KV0732                          STATION RECOVERY (2020)
 KV0732
 KV0732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV0732'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0223 ***********************************************************************
 KV0223  DESIGNATION -  L 37
 KV0223  PID         -  KV0223
 KV0223  STATE/COUNTY-  NJ/UNION
 KV0223  COUNTRY     -  US
 KV0223  USGS QUAD   -  ARTHUR KILL (2019)
 KV0223
 KV0223                         *CURRENT SURVEY CONTROL
 KV0223  ______________________________________________________________________
 KV0223* NAD 83(1986) POSITION- 40 36 17.     (N) 074 12 32.     (W)   SCALED
 KV0223* NAVD 88 ORTHO HEIGHT -     2.227 (meters)        7.31  (feet) ADJUSTED
 KV0223  ______________________________________________________________________
 KV0223  GEOID HEIGHT    -        -32.400 (meters)                     GEOID18
 KV0223  DYNAMIC HEIGHT  -          2.226 (meters)        7.30  (feet) COMP
 KV0223  MODELED GRAVITY -    980,221.8   (mgal)                       NAVD 88
 KV0223
 KV0223  VERT ORDER      -  FIRST     CLASS II
 KV0223
 KV0223.The horizontal coordinates were scaled from a map and have
 KV0223.an estimated accuracy of +/- 6 seconds.
 KV0223
 KV0223.The orthometric height was determined by differential leveling and
 KV0223.adjusted by the NATIONAL GEODETIC SURVEY
 KV0223.in June 1991.
 KV0223
 KV0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0223.GEOID18 height accuracy estimate available here.
 KV0223
 KV0223.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK669951(NAD 83)
 KV0223
 KV0223                          SUPERSEDED SURVEY CONTROL
 KV0223
 KV0223  NGVD 29 (04/16/92)    2.552  (m)            8.37   (f) ADJUSTED    1 2
 KV0223  NGVD 29 (??/??/87)    2.566  (m)            8.42   (f) SUPERSEDED  1 2
 KV0223
 KV0223.Superseded values are not recommended for survey control.
 KV0223
 KV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0223.See file dsdata.pdf to determine how the superseded data were derived.
 KV0223
 KV0223_MARKER: DB = BENCH MARK DISK
 KV0223_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0223_SP_SET: SLAB
 KV0223_STAMPING: L 37 1952
 KV0223_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 DS3793 ***********************************************************************
 DS3793  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3793  DESIGNATION -  L 37 26
 DS3793  PID         -  DS3793
 DS3793  STATE/COUNTY-  NJ/OCEAN
 DS3793  COUNTRY     -  US
 DS3793  USGS QUAD   -  KESWICK GROVE (2019)
 DS3793
 DS3793                         *CURRENT SURVEY CONTROL
 DS3793  ______________________________________________________________________
 DS3793* NAD 83(2011) POSITION- 39 59 46.18369(N) 074 16 43.57863(W)   ADJUSTED
 DS3793* NAD 83(2011) ELLIP HT-    -9.676 (meters)        (07/29/25)   ADJUSTED
 DS3793* NAD 83(2011) EPOCH   -  2010.00
 DS3793* NAVD 88 ORTHO HEIGHT -    23.20  (meters)       76.1   (feet) GPS OBS
 DS3793  ______________________________________________________________________
 DS3793  GEOID HEIGHT    -        -32.883 (meters)                     GEOID18
 DS3793  NAD 83(2011) X  -  1,325,786.099 (meters)                     COMP
 DS3793  NAD 83(2011) Y  - -4,709,934.891 (meters)                     COMP
 DS3793  NAD 83(2011) Z  -  4,077,652.905 (meters)                     COMP
 DS3793  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 DS3793
 DS3793  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3793  Standards:
 DS3793         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3793            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3793  -------------------------------------------------------------------
 DS3793  NETWORK    0.55   1.06           0.25   0.19   0.54     -0.16506397
 DS3793  -------------------------------------------------------------------
 DS3793  Click here for local accuracies and other accuracy information.
 DS3793
 DS3793.The horizontal coordinates were established by GPS observations
 DS3793.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3793
 DS3793.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3793.frame has been affixed to the stable North American tectonic plate 
 DS3793
 DS3793.The horizontal coordinates are valid at the epoch date displayed above
 DS3793.which is a decimal equivalence of Year/Month/Day.
 DS3793
 DS3793.The orthometric height was determined by GPS observations and a
 DS3793.high-resolution geoid model using precise GPS observation and
 DS3793.processing techniques.
 DS3793
 DS3793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3793.GEOID18 height accuracy estimate available here.
 DS3793
 DS3793.Click photographs - Photos may exist for this station.
 DS3793
 DS3793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3793
 DS3793.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3793
 DS3793.The ellipsoidal height was determined by GPS observations
 DS3793.and is referenced to NAD 83.
 DS3793
 DS3793. The following values were computed from the NAD 83(2011) position.
 DS3793
 DS3793;                    North         East     Units Scale Factor Converg.
 DS3793;SPC NJ       -   129,111.756   168,890.702   MT  0.99990439   +0 08 31.9
 DS3793;SPC NJ       -   423,594.15    554,102.24   sFT  0.99990439   +0 08 31.9
 DS3793;UTM  18      - 4,427,580.321   561,567.552   MT  0.99964666   +0 27 48.9
 DS3793
 DS3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3793!SPC NJ       -   1.00000152  x   0.99990439  =   0.99990591
 DS3793!UTM  18      -   1.00000152  x   0.99964666  =   0.99964818
 DS3793
 DS3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6156727580(NAD 83)
 DS3793
 DS3793                          SUPERSEDED SURVEY CONTROL
 DS3793
 DS3793.No superseded survey control is available for this station.
 DS3793
 DS3793_MARKER: DD = SURVEY DISK
 DS3793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3793_STAMPING: L 37 26
 DS3793_MARK LOGO: NJGS
 DS3793_PROJECTION: FLUSH
 DS3793_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3793+STABILITY: SURFACE MOTION
 DS3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3793+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2025
 DS3793
 DS3793  HISTORY     - Date     Condition        Report By
 DS3793  HISTORY     - UNK      MONUMENTED       NJDT
 DS3793  HISTORY     - 20250417 GOOD             NJGS
 DS3793
 DS3793                          STATION DESCRIPTION
 DS3793
 DS3793'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DS3793'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHEAST OF KESWICK GROVE,
 DS3793'3.5 MI (5.6 KM) SOUTHWEST OF LAKEWOOD CORNER ESTATES AND 2.2 MI (3.5
 DS3793'KM) SOUTHEAST OF LAKEHURST, IN MANCHESTER TOWNSHIP.
 DS3793'
 DS3793'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE HIGHWAY 70
 DS3793'AND NEW JERSEY STATE HIGHWAY 37, IN LAKEHURST, GO 1.8 MI (2.9 KM)
 DS3793'EAST-SOUTHEAST ON NEW JERSEY STATE HIGHWAY 37 TO THE STATION ON THE
 DS3793'LEFT ACROSS THE STREET.
 DS3793'
 DS3793'THE MARK IS LOCATED ON THE WESTBOUND LANES OF NEW JERSEY STATE HIGHWAY
 DS3793'37 IN FRONT OF THE COMMONWEALTH PLAZA, ABOUT 200 FT (61.0 M) EAST OF
 DS3793'THE CENTERLINE OF COMMONWEALTH BOULEVARD, 8.4 FT (2.6 M) NORTHEAST OF
 DS3793'THE NORTH CURB OF NEW JERSEY STATE HIGHWAY 37 WESTBOUND, 20.6 FT (6.3
 DS3793'M) SOUTHEAST OF POLE NUMBER 344, 17.8 FT (5.4 M) SOUTHWEST OF THE
 DS3793'SOUTH CURB OF THE PARKING LOT FOR THE PLAZA, 56.3 FT (17.2 M)
 DS3793'NORTHWEST OF THE CENTERLINE OF THE ENTRANCE DRIVEWAY, 5.4 FT (1.6 M)
 DS3793'NORTH OF A SIGN (NO STOPPING/NO STANDING).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3791 ***********************************************************************
 DS3791  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3791  DESIGNATION -  L 37 57
 DS3791  PID         -  DS3791
 DS3791  STATE/COUNTY-  NJ/OCEAN
 DS3791  COUNTRY     -  US
 DS3791  USGS QUAD   -  TOMS RIVER (2019)
 DS3791
 DS3791                         *CURRENT SURVEY CONTROL
 DS3791  ______________________________________________________________________
 DS3791* NAD 83(2011) POSITION- 39 58 04.87518(N) 074 13 46.90344(W)   ADJUSTED
 DS3791* NAD 83(2011) ELLIP HT-   -19.455 (meters)        (07/29/25)   ADJUSTED
 DS3791* NAD 83(2011) EPOCH   -  2010.00
 DS3791* NAVD 88 ORTHO HEIGHT -    13.52  (meters)       44.4   (feet) GPS OBS
 DS3791  ______________________________________________________________________
 DS3791  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 DS3791  NAD 83(2011) X  -  1,330,363.513 (meters)                     COMP
 DS3791  NAD 83(2011) Y  - -4,710,722.513 (meters)                     COMP
 DS3791  NAD 83(2011) Z  -  4,075,252.383 (meters)                     COMP
 DS3791  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 DS3791
 DS3791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3791  Standards:
 DS3791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3791  -------------------------------------------------------------------
 DS3791  NETWORK    0.65   1.37           0.30   0.22   0.70     -0.14742582
 DS3791  -------------------------------------------------------------------
 DS3791  Click here for local accuracies and other accuracy information.
 DS3791
 DS3791.The horizontal coordinates were established by GPS observations
 DS3791.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DS3791
 DS3791.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3791.frame has been affixed to the stable North American tectonic plate 
 DS3791
 DS3791.The horizontal coordinates are valid at the epoch date displayed above
 DS3791.which is a decimal equivalence of Year/Month/Day.
 DS3791
 DS3791.The orthometric height was determined by GPS observations and a
 DS3791.high-resolution geoid model using precise GPS observation and
 DS3791.processing techniques.
 DS3791
 DS3791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3791.GEOID18 height accuracy estimate available here.
 DS3791
 DS3791.Click photographs - Photos may exist for this station.
 DS3791
 DS3791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3791
 DS3791.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3791
 DS3791.The ellipsoidal height was determined by GPS observations
 DS3791.and is referenced to NAD 83.
 DS3791
 DS3791. The following values were computed from the NAD 83(2011) position.
 DS3791
 DS3791;                    North         East     Units Scale Factor Converg.
 DS3791;SPC NJ       -   125,998.972   173,090.822   MT  0.99990656   +0 10 25.1
 DS3791;SPC NJ       -   413,381.63    567,882.14   sFT  0.99990656   +0 10 25.1
 DS3791;UTM  18      - 4,424,491.928   565,783.983   MT  0.99965327   +0 29 41.4
 DS3791
 DS3791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3791!SPC NJ       -   1.00000305  x   0.99990656  =   0.99990961
 DS3791!UTM  18      -   1.00000305  x   0.99965327  =   0.99965632
 DS3791
 DS3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6578324491(NAD 83)
 DS3791
 DS3791                          SUPERSEDED SURVEY CONTROL
 DS3791
 DS3791.No superseded survey control is available for this station.
 DS3791
 DS3791_MARKER: DD = SURVEY DISK
 DS3791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3791_STAMPING: L 37 57
 DS3791_MARK LOGO: NJGS
 DS3791_PROJECTION: RECESSED 5 CENTIMETERS
 DS3791_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3791+STABILITY: SURFACE MOTION
 DS3791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3791+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2025
 DS3791
 DS3791  HISTORY     - Date     Condition        Report By
 DS3791  HISTORY     - UNK      MONUMENTED       NJDT
 DS3791  HISTORY     - 20250417 GOOD             NJGS
 DS3791
 DS3791                          STATION DESCRIPTION
 DS3791
 DS3791'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2025 (FA)
 DS3791'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF LAKEHURST, 4.4
 DS3791'MI (7.1 KM) SOUTH OF LAKEWOOD CORNER ESTATES AND 1.9 MI (3.1 KM)
 DS3791'WEST-NORTHWEST OF TOMS RIVER, IN DOVER TOWNSHIP.
 DS3791'
 DS3791'TO REACH THE STATION FROM THE CENTER OF THE NEW JERSEY GARDEN STATE
 DS3791'PARKWAY BRIDGE SPANNING NEW JERSEY STATE HIGHWAY 37, GO 1.25 MI (2.01
 DS3791'KM) WEST ON NEW JERSEY STATE HIGHWAY 37 TO THE STATION IN THE RIGHT.
 DS3791'
 DS3791'THE MARK IS LOCATED ON THE NORTH SIDE OF WESTBOUND NEW JERSEY STATE
 DS3791'HIGHWAY 37 BETWEEN THE EXIT RAMP ONTO GARDINAL DRIVE AND THE
 DS3791'T-JUNCTION WITH GERMANIA COURT, 2.7 FT (0.8 M) NORTH OF THE NORTH CURB
 DS3791'OF NEW JERSEY STATE HIGHWAY 37 WESTBOUND, 46 FT (14.0 M) SOUTHEAST OF
 DS3791'A POLE WITH NO NUMBER, 90 FT (27.4 M) WEST-NORTHWEST OF POLE NUMBER
 DS3791'JC282DV, 12.7 FT (3.9 M) NORTHEAST OF THE CENTER OF THE CURB PIECE FOR
 DS3791'AN INLET, 38 FT (11.6 M) SOUTHEAST OF A NATURAL GAS PIPELINE WARNING
 DS3791'POST, 121 FT (36.9 M) WEST-NORTHWEST OF THE CENTERLINE OF GERMANIA
 DS3791'COURT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0214 ***********************************************************************
 KV0214  DESIGNATION -  L 38
 KV0214  PID         -  KV0214
 KV0214  STATE/COUNTY-  NJ/UNION
 KV0214  COUNTRY     -  US
 KV0214  USGS QUAD   -  PERTH AMBOY (2016)
 KV0214
 KV0214                         *CURRENT SURVEY CONTROL
 KV0214  ______________________________________________________________________
 KV0214* NAD 83(1986) POSITION- 40 36 00.     (N) 074 15 38.     (W)   SCALED
 KV0214* NAVD 88 ORTHO HEIGHT -     8.022 (meters)       26.32  (feet) ADJUSTED
 KV0214  ______________________________________________________________________
 KV0214  GEOID HEIGHT    -        -32.533 (meters)                     GEOID18
 KV0214  DYNAMIC HEIGHT  -          8.018 (meters)       26.31  (feet) COMP
 KV0214  MODELED GRAVITY -    980,215.3   (mgal)                       NAVD 88
 KV0214
 KV0214  VERT ORDER      -  FIRST     CLASS II
 KV0214
 KV0214.The horizontal coordinates were scaled from a map and have
 KV0214.an estimated accuracy of +/- 6 seconds.
 KV0214
 KV0214.The orthometric height was determined by differential leveling and
 KV0214.adjusted by the NATIONAL GEODETIC SURVEY
 KV0214.in June 1991.
 KV0214
 KV0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0214.GEOID18 height accuracy estimate available here.
 KV0214
 KV0214.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK625946(NAD 83)
 KV0214
 KV0214                          SUPERSEDED SURVEY CONTROL
 KV0214
 KV0214  NGVD 29 (04/16/92)    8.343  (m)           27.37   (f) ADJUSTED    1 2
 KV0214  NGVD 29 (??/??/87)    8.361  (m)           27.43   (f) SUPERSEDED  1 2
 KV0214
 KV0214.Superseded values are not recommended for survey control.
 KV0214
 KV0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0214.See file dsdata.pdf to determine how the superseded data were derived.
 KV0214
 KV0214_MARKER: DB = BENCH MARK DISK
 KV0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0214_STAMPING: L 38 1952
 KV0214_MARK LOGO: CGS
 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  HISTORY     - 20210826 MARK NOT FOUND   NJGS
 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.
 KV0214
 KV0214                          STATION RECOVERY (2021)
 KV0214
 KV0214'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0214'MONUMENT WAS NOT FOUND, TIES PLACE MONUMENT UNDER ROAD BECAUSE
 KV0214'INTERSECTION WAS WIDENED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0648 ***********************************************************************
 KV0648  DESIGNATION -  L 39
 KV0648  PID         -  KV0648
 KV0648  STATE/COUNTY-  NJ/MORRIS
 KV0648  COUNTRY     -  US
 KV0648  USGS QUAD   -  MORRISTOWN (2016)
 KV0648
 KV0648                         *CURRENT SURVEY CONTROL
 KV0648  ______________________________________________________________________
 KV0648* NAD 83(1986) POSITION- 40 48 34.98   (N) 074 25 55.98   (W)   HD_HELD1
 KV0648* NAVD 88 ORTHO HEIGHT -    94.116 (meters)      308.78  (feet) ADJUSTED
 KV0648  ______________________________________________________________________
 KV0648  GEOID HEIGHT    -        -32.792 (meters)                     GEOID18
 KV0648  DYNAMIC HEIGHT  -         94.075 (meters)      308.64  (feet) COMP
 KV0648  MODELED GRAVITY -    980,191.9   (mgal)                       NAVD 88
 KV0648
 KV0648  VERT ORDER      -  SECOND    CLASS II
 KV0648
 KV0648.The horizontal coordinates were determined by differentially corrected
 KV0648.hand held GPS observations or other comparable positioning techniques
 KV0648.and have an estimated accuracy of +/- 3 meters.
 KV0648
 KV0648.The orthometric height was determined by differential leveling and
 KV0648.adjusted by the NATIONAL GEODETIC SURVEY
 KV0648.in June 1991.
 KV0648
 KV0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0648.GEOID18 height accuracy estimate available here.
 KV0648
 KV0648.Click photographs - Photos may exist for this station.
 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       -   219,420.5     155,718.8     MT  (+/- 3 meters HH1 GPS) 
 KV0648
 KV0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4788817789(NAD 83)
 KV0648
 KV0648                          SUPERSEDED SURVEY CONTROL
 KV0648
 KV0648  NGVD 29 (11/26/84)   94.398  (m)          309.70   (f) ADJUSTED    2 0
 KV0648
 KV0648.Superseded values are not recommended for survey control.
 KV0648
 KV0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0648.See file dsdata.pdf to determine how the superseded data were derived.
 KV0648
 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  HISTORY     - 20070325 GOOD             GEOCAC
 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
 KV0648                          STATION RECOVERY (2007)
 KV0648
 KV0648'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0648'STATION IS SET ON THE SOUTHEAST CORNER OF WHIPPANY ROAD AND SALEM
 KV0648'DRIVE WEST.  IT IS SET IN THE TOP OF THE CURB, JUST TO THE NORTHEAST
 KV0648'OF THE CATCH BASIN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1617 ***********************************************************************
 KU1617  DESIGNATION -  L 40
 KU1617  PID         -  KU1617
 KU1617  STATE/COUNTY-  NJ/BERGEN
 KU1617  COUNTRY     -  US
 KU1617  USGS QUAD   -  YONKERS (2019)
 KU1617
 KU1617                         *CURRENT SURVEY CONTROL
 KU1617  ______________________________________________________________________
 KU1617* NAD 83(1986) POSITION- 40 55 32.1    (N) 073 57 45.4    (W)   HD_HELD2
 KU1617* NAVD 88 ORTHO HEIGHT -    15.936 (meters)       52.28  (feet) ADJUSTED
 KU1617  ______________________________________________________________________
 KU1617  GEOID HEIGHT    -        -31.544 (meters)                     GEOID18
 KU1617  DYNAMIC HEIGHT  -         15.930 (meters)       52.26  (feet) COMP
 KU1617  MODELED GRAVITY -    980,256.2   (mgal)                       NAVD 88
 KU1617
 KU1617  VERT ORDER      -  SECOND    CLASS 0
 KU1617
 KU1617.The horizontal coordinates were established by autonomous hand held GPS
 KU1617.observations and have an estimated accuracy of +/- 10 meters.
 KU1617
 KU1617.The orthometric height was determined by differential leveling and
 KU1617.adjusted by the NATIONAL GEODETIC SURVEY
 KU1617.in June 1991.
 KU1617
 KU1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1617.GEOID18 height accuracy estimate available here.
 KU1617
 KU1617.Click photographs - Photos may exist for this station.
 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       -   232,423.      195,260.      MT  (+/- 10 meters HH2 GPS)
 KU1617
 KU1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8734431014(NAD 83)
 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
 KU1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1617.See file dsdata.pdf to determine how the superseded data were derived.
 KU1617
 KU1617_MARKER: DB = BENCH MARK DISK
 KU1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1617_SP_SET: BUILDING
 KU1617_STAMPING: L 40
 KU1617_MARK LOGO: CGS
 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     - 1956     MONUMENTED       CGS
 KU1617  HISTORY     - 20050508 GOOD             GEOCAC
 KU1617
 KU1617                          STATION DESCRIPTION
 KU1617
 KU1617'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV1097 ***********************************************************************
 KV1097  DESIGNATION -  L 41
 KV1097  PID         -  KV1097
 KV1097  STATE/COUNTY-  NJ/MERCER
 KV1097  COUNTRY     -  US
 KV1097  USGS QUAD   -  PENNINGTON (2019)
 KV1097
 KV1097                         *CURRENT SURVEY CONTROL
 KV1097  ______________________________________________________________________
 KV1097* NAD 83(1986) POSITION- 40 17 09.     (N) 074 49 07.     (W)   SCALED
 KV1097* NAVD 88 ORTHO HEIGHT -    44.836 (meters)      147.10  (feet) ADJUSTED
 KV1097  ______________________________________________________________________
 KV1097  GEOID HEIGHT    -        -33.508 (meters)                     GEOID18
 KV1097  DYNAMIC HEIGHT  -         44.815 (meters)      147.03  (feet) COMP
 KV1097  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 KV1097
 KV1097  VERT ORDER      -  SECOND    CLASS 0
 KV1097
 KV1097.The horizontal coordinates were scaled from a map and have
 KV1097.an estimated accuracy of +/- 6 seconds.
 KV1097
 KV1097.The orthometric height was determined by differential leveling and
 KV1097.adjusted by the NATIONAL GEODETIC SURVEY
 KV1097.in June 1991.
 KV1097
 KV1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1097.GEOID18 height accuracy estimate available here.
 KV1097
 KV1097.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK154594(NAD 83)
 KV1097
 KV1097                          SUPERSEDED SURVEY CONTROL
 KV1097
 KV1097  NGVD 29 (11/26/84)   45.137  (m)          148.09   (f) ADJUSTED    2 0
 KV1097
 KV1097.Superseded values are not recommended for survey control.
 KV1097
 KV1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1097.See file dsdata.pdf to determine how the superseded data were derived.
 KV1097
 KV1097_MARKER: DB = BENCH MARK DISK
 KV1097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1097_SP_SET: BOX CULVERT HEADWALL
 KV1097_STAMPING: L 41 1963
 KV1097_MARK LOGO: CGS
 KV1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1097+STABILITY: SURFACE MOTION
 KV1097
 KV1097  HISTORY     - Date     Condition        Report By
 KV1097  HISTORY     - 1963     MONUMENTED       CGS
 KV1097  HISTORY     - 20200610 MARK NOT FOUND   NJGS
 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.
 KV1097
 KV1097                          STATION RECOVERY (2020)
 KV1097
 KV1097'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 KV1097'THIS MARK IS BELIEVED TO BE REMOVED OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0807 ***********************************************************************
 KU0807  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0807  DESIGNATION -  L 5
 KU0807  PID         -  KU0807
 KU0807  STATE/COUNTY-  NJ/MONMOUTH
 KU0807  COUNTRY     -  US
 KU0807  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0807
 KU0807                         *CURRENT SURVEY CONTROL
 KU0807  ______________________________________________________________________
 KU0807* NAD 83(1986) POSITION- 40 18 09.78   (N) 073 59 15.43   (W)   HD_HELD1
 KU0807* NAVD 88 ORTHO HEIGHT -     8.241 (meters)       27.04  (feet) ADJUSTED
 KU0807  ______________________________________________________________________
 KU0807  GEOID HEIGHT    -        -32.726 (meters)                     GEOID18
 KU0807  DYNAMIC HEIGHT  -          8.238 (meters)       27.03  (feet) COMP
 KU0807  MODELED GRAVITY -    980,176.5   (mgal)                       NAVD 88
 KU0807
 KU0807  VERT ORDER      -  FIRST     CLASS II
 KU0807
 KU0807.The horizontal coordinates were determined by differentially corrected
 KU0807.hand held GPS observations or other comparable positioning techniques
 KU0807.and have an estimated accuracy of +/- 3 meters.
 KU0807
 KU0807.The orthometric height was determined by differential leveling and
 KU0807.adjusted by the NATIONAL GEODETIC SURVEY
 KU0807.in May 2011.
 KU0807
 KU0807.No vertical observational check was made to the station.
 KU0807
 KU0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0807.GEOID18 height accuracy estimate available here.
 KU0807
 KU0807.This Tidal Bench Mark is designated as VM 331
 KU0807.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KU0807
 KU0807.Click photographs - Photos may exist for this station.
 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       -   163,249.9     193,556.1     MT  (+/- 3 meters HH1 GPS) 
 KU0807
 KU0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8603461848(NAD 83)
 KU0807
 KU0807                          SUPERSEDED SURVEY CONTROL
 KU0807
 KU0807  NAVD 88 (06/15/91)    8.230  (m)           27.00   (f) SUPERSEDED  1 1
 KU0807  NGVD 29 (??/??/92)    8.590  (m)           28.18   (f) SUPERSEDED  1 1
 KU0807  NGVD 29 (04/16/92)    8.557  (m)           28.07   (f) ADJUSTED    1 1
 KU0807  NGVD 29 (01/10/92)    8.557  (m)           28.07   (f) SUPERSEDED  1 1
 KU0807
 KU0807.Superseded values are not recommended for survey control.
 KU0807
 KU0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0807.See file dsdata.pdf to determine how the superseded data were derived.
 KU0807
 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_MARK LOGO: CGS
 KU0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0807+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2022
 KU0807
 KU0807  HISTORY     - Date     Condition        Report By
 KU0807  HISTORY     - 1930     MONUMENTED       CGS
 KU0807  HISTORY     - 1952     GOOD             CGS
 KU0807  HISTORY     - 1964     GOOD             CGS
 KU0807  HISTORY     - 1979     GOOD             NGS
 KU0807  HISTORY     - 19920521 GOOD             USPSQD
 KU0807  HISTORY     - 20080507 GOOD             NJGS
 KU0807  HISTORY     - 20220303 GOOD             NJGS
 KU0807
 KU0807                          STATION DESCRIPTION
 KU0807
 KU0807'DESCRIBED BY COAST AND 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 COAST AND 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.
 KU0807
 KU0807                          STATION RECOVERY (2008)
 KU0807
 KU0807'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KU0807'RECOVERED AS DESCRIBED.
 KU0807
 KU0807                          STATION RECOVERY (2022)
 KU0807
 KU0807'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (RJK)
 KU0807'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) NORTHEAST OF FARMINGDALE,
 KU0807'5.8 MI (9.3 KM) NORTH-NORTHEAST OF ASBURY PARK AND IN THE TOWN OF LONG
 KU0807'BRANCH, NEW JERSEY.
 KU0807'
 KU0807'THE STATION IS SET VERTICALLY IN THE EAST FACE AT THE NORTHEAST CORNER
 KU0807'OF THE POST OFFICE BUILDING FRONTING THIRD AVENUE, AT THE NORTHWEST
 KU0807'CORNER OF THE T JUNCTION OF THIRD AND GARFIELD AVENUES.  THE STATION
 KU0807'IS 52 FT (15.8 M) NORTH OF THE CENTER OF THE ENTRANCE DOOR TO THE POST
 KU0807'OFFICE, 25 FT (7.6 M) WEST OF THE WEST CURB OF THIRD AVENUE, 22 FT
 KU0807'(6.7 M) SOUTH OF THE CENTERLINE OF THE POST OFFICE DRIVEWAY, ABOUT 1
 KU0807'FT (0.3 M) SOUTH OF THE NORTHEAST CORNER OF THE POST OFFICE.  THE
 KU0807'STATION IS ABOUT 2 FT (0.6 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0921 ***********************************************************************
 KV0921  DESIGNATION -  L 53
 KV0921  PID         -  KV0921
 KV0921  STATE/COUNTY-  NJ/MIDDLESEX
 KV0921  COUNTRY     -  US
 KV0921  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0921
 KV0921                         *CURRENT SURVEY CONTROL
 KV0921  ______________________________________________________________________
 KV0921* NAD 83(1986) POSITION- 40 28 41.     (N) 074 18 43.     (W)   SCALED
 KV0921* NAVD 88 ORTHO HEIGHT -    19.144 (meters)       62.81  (feet) ADJUSTED
 KV0921  ______________________________________________________________________
 KV0921  GEOID HEIGHT    -        -32.561 (meters)                     GEOID18
 KV0921  DYNAMIC HEIGHT  -         19.136 (meters)       62.78  (feet) COMP
 KV0921  MODELED GRAVITY -    980,211.4   (mgal)                       NAVD 88
 KV0921
 KV0921  VERT ORDER      -  SECOND    CLASS 0
 KV0921
 KV0921.The horizontal coordinates were scaled from a map and have
 KV0921.an estimated accuracy of +/- 6 seconds.
 KV0921
 KV0921.The orthometric height was determined by differential leveling and
 KV0921.adjusted by the NATIONAL GEODETIC SURVEY
 KV0921.in June 1991.
 KV0921
 KV0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0921.GEOID18 height accuracy estimate available here.
 KV0921
 KV0921.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK583810(NAD 83)
 KV0921
 KV0921                          SUPERSEDED SURVEY CONTROL
 KV0921
 KV0921  NGVD 29 (04/16/92)   19.443  (m)           63.79   (f) ADJUSTED    2 0
 KV0921  NGVD 29 (??/??/87)   19.492  (m)           63.95   (f) SUPERSEDED  2 0
 KV0921
 KV0921.Superseded values are not recommended for survey control.
 KV0921
 KV0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0921.See file dsdata.pdf to determine how the superseded data were derived.
 KV0921
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0803 ***********************************************************************
 KV0803  DESIGNATION -  L 54
 KV0803  PID         -  KV0803
 KV0803  STATE/COUNTY-  NJ/MONMOUTH
 KV0803  COUNTRY     -  US
 KV0803  USGS QUAD   -  ASBURY PARK (2019)
 KV0803
 KV0803                         *CURRENT SURVEY CONTROL
 KV0803  ______________________________________________________________________
 KV0803* NAD 83(1986) POSITION- 40 11 23.     (N) 074 01 26.     (W)   SCALED
 KV0803* NAVD 88 ORTHO HEIGHT -     3.904 (meters)       12.81  (feet) ADJUSTED
 KV0803  ______________________________________________________________________
 KV0803  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 KV0803  DYNAMIC HEIGHT  -          3.902 (meters)       12.80  (feet) COMP
 KV0803  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 KV0803
 KV0803  VERT ORDER      -  FIRST     CLASS I
 KV0803
 KV0803.The horizontal coordinates were scaled from a map and have
 KV0803.an estimated accuracy of +/- 6 seconds.
 KV0803
 KV0803.The orthometric height was determined by differential leveling and
 KV0803.adjusted by the NATIONAL GEODETIC SURVEY
 KV0803.in June 1991.
 KV0803
 KV0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0803.GEOID18 height accuracy estimate available here.
 KV0803
 KV0803.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK830492(NAD 83)
 KV0803
 KV0803                          SUPERSEDED SURVEY CONTROL
 KV0803
 KV0803  NGVD 29 (04/16/92)    4.230  (m)           13.88   (f) ADJUSTED    1 1
 KV0803  NGVD 29 (??/??/87)    4.276  (m)           14.03   (f) SUPERSEDED  1 1
 KV0803
 KV0803.Superseded values are not recommended for survey control.
 KV0803
 KV0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0803.See file dsdata.pdf to determine how the superseded data were derived.
 KV0803
 KV0803_MARKER: DB = BENCH MARK DISK
 KV0803_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0234 ***********************************************************************
 JU0234  DESIGNATION -  L 55
 JU0234  PID         -  JU0234
 JU0234  STATE/COUNTY-  NJ/OCEAN
 JU0234  COUNTRY     -  US
 JU0234  USGS QUAD   -  TUCKERTON (2019)
 JU0234
 JU0234                         *CURRENT SURVEY CONTROL
 JU0234  ______________________________________________________________________
 JU0234* NAD 83(1986) POSITION- 39 32 39.     (N) 074 19 45.     (W)   SCALED
 JU0234* NAVD 88 ORTHO HEIGHT -     1.112 (meters)        3.65  (feet) ADJUSTED
 JU0234  ______________________________________________________________________
 JU0234  GEOID HEIGHT    -        -33.750 (meters)                     GEOID18
 JU0234  DYNAMIC HEIGHT  -          1.112 (meters)        3.65  (feet) COMP
 JU0234  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 JU0234
 JU0234  VERT ORDER      -  SECOND    CLASS 0
 JU0234
 JU0234.The horizontal coordinates were scaled from a map and have
 JU0234.an estimated accuracy of +/- 6 seconds.
 JU0234
 JU0234.The orthometric height was determined by differential leveling and
 JU0234.adjusted by the NATIONAL GEODETIC SURVEY
 JU0234.in June 1991.
 JU0234
 JU0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0234.GEOID18 height accuracy estimate available here.
 JU0234
 JU0234.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ576773(NAD 83)
 JU0234
 JU0234                          SUPERSEDED SURVEY CONTROL
 JU0234
 JU0234  NGVD 29 (11/26/84)    1.499  (m)            4.92   (f) ADJUSTED    2 0
 JU0234
 JU0234.Superseded values are not recommended for survey control.
 JU0234
 JU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0234.See file dsdata.pdf to determine how the superseded data were derived.
 JU0234
 JU0234_STAMPING: L 55 1961
 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  HISTORY     - 20191119 MARK NOT FOUND   NJGS
 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.
 JU0234
 JU0234                          STATION RECOVERY (2019)
 JU0234
 JU0234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU0234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0482 ***********************************************************************
 JU0482  DESIGNATION -  L 56
 JU0482  PID         -  JU0482
 JU0482  STATE/COUNTY-  NJ/ATLANTIC
 JU0482  COUNTRY     -  US
 JU0482  USGS QUAD   -  OCEAN CITY (2019)
 JU0482
 JU0482                         *CURRENT SURVEY CONTROL
 JU0482  ______________________________________________________________________
 JU0482* NAD 83(1996) POSITION- 39 18 23.63493(N) 074 33 28.07163(W)   ADJUSTED
 JU0482* NAVD 88 ORTHO HEIGHT -     3.497 (meters)       11.47  (feet) ADJUSTED
 JU0482  ______________________________________________________________________
 JU0482  GEOID HEIGHT    -        -34.523 (meters)                     GEOID18
 JU0482  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 JU0482  DYNAMIC HEIGHT  -          3.495 (meters)       11.47  (feet) COMP
 JU0482  MODELED GRAVITY -    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 and
 JU0482.adjusted by the NATIONAL GEODETIC SURVEY
 JU0482.in March 2005.
 JU0482
 JU0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0482.GEOID18 height accuracy estimate available here.
 JU0482
 JU0482.Click photographs - Photos may exist for this station.
 JU0482
 JU0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000487  x   0.99990031  =   0.99990518
 JU0482!UTM  18      -   1.00000487  x   0.99961790  =   0.99962277
 JU0482
 JU0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3812550890(NAD 83)
 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)    3.499  (m)           11.48   (f) SUPERSEDED  2 0
 JU0482  NGVD 29 (04/16/92)    3.872  (m)           12.70   (f) ADJUSTED    2 0
 JU0482  NGVD 29 (??/??/87)    3.899  (m)           12.79   (f) SUPERSEDED  2 0
 JU0482  NGVD 29               3.90   (m)           12.8    (f) LEVELING    3  
 JU0482
 JU0482.Superseded values are not recommended for survey control.
 JU0482
 JU0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0482.See file dsdata.pdf to determine how the superseded data were derived.
 JU0482
 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  HISTORY     - 20111109 MARK NOT FOUND   INDIV
 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.
 JU0482
 JU0482                          STATION RECOVERY (2011)
 JU0482
 JU0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU0482'THE FORMER OCEAN CITY-LONGPORT DRAWBRIDGE WAS DEMOLISHED AND REPLACED
 JU0482'BY A NEW HIGH RISE BRIDGE IN 2002. THE STATION WAS IN THE SIDEWALK AT
 JU0482'THE NORTH END OF THE OLD BRIDGE. THE AREA WHERE THE NORTH END OF THE
 JU0482'OLD BRIDGE WAS LOCATED HAS BEEN REPLACED BY A FISHING PIER. THE
 JU0482'STATION WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0508 ***********************************************************************
 JU0508  DESIGNATION -  L 57
 JU0508  PID         -  JU0508
 JU0508  STATE/COUNTY-  NJ/ATLANTIC
 JU0508  COUNTRY     -  US
 JU0508  USGS QUAD   -  MAYS LANDING (2019)
 JU0508
 JU0508                         *CURRENT SURVEY CONTROL
 JU0508  ______________________________________________________________________
 JU0508* NAD 83(1986) POSITION- 39 26 14.46   (N) 074 42 34.76   (W)   HD_HELD1
 JU0508* NAVD 88 ORTHO HEIGHT -     7.264 (meters)       23.83  (feet) ADJUSTED
 JU0508  ______________________________________________________________________
 JU0508  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JU0508  DYNAMIC HEIGHT  -          7.260 (meters)       23.82  (feet) COMP
 JU0508  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 JU0508
 JU0508  VERT ORDER      -  SECOND    CLASS 0
 JU0508
 JU0508.The horizontal coordinates were determined by differentially corrected
 JU0508.hand held GPS observations or other comparable positioning techniques
 JU0508.and have an estimated accuracy of +/- 3 meters.
 JU0508
 JU0508.The orthometric height was determined by differential leveling and
 JU0508.adjusted by the NATIONAL GEODETIC SURVEY
 JU0508.in June 1991.
 JU0508
 JU0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0508.GEOID18 height accuracy estimate available here.
 JU0508
 JU0508.Click photographs - Photos may exist for this station.
 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       -    67,071.0     131,952.4     MT  (+/- 3 meters HH1 GPS) 
 JU0508
 JU0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2498565351(NAD 83)
 JU0508
 JU0508                          SUPERSEDED SURVEY CONTROL
 JU0508
 JU0508  NGVD 29 (11/26/84)    7.650  (m)           25.10   (f) ADJUSTED    2 0
 JU0508
 JU0508.Superseded values are not recommended for survey control.
 JU0508
 JU0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0508.See file dsdata.pdf to determine how the superseded data were derived.
 JU0508
 JU0508_MARKER: DB = BENCH MARK DISK
 JU0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0508_STAMPING: L 57 1961
 JU0508_MARK LOGO: CGS
 JU0508_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - December 11, 2020
 JU0508
 JU0508  HISTORY     - Date     Condition        Report By
 JU0508  HISTORY     - 1961     MONUMENTED       CGS
 JU0508  HISTORY     - 20050820 GOOD             GEOCAC
 JU0508  HISTORY     - 20090512 GOOD             INDIV
 JU0508  HISTORY     - 20201211 GOOD             NJGS
 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
 JU0508                          STATION RECOVERY (2009)
 JU0508
 JU0508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU0508'RECOVERED AS DESCRIBED EXCEPT THAT THE MAILBOX MENTIONED IN 2005 HAS
 JU0508'BEEN REMOVED.
 JU0508
 JU0508                          STATION RECOVERY (2020)
 JU0508
 JU0508'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU0508'TIES ARE GOOD WITH SLIGHT DISTANCE MODIFICATIONS, THE STATION IS 1 FT
 JU0508'(0.3 M) WEST-SOUTHWEST OF CHAIN LINK FENCE, 27.4 FT (8.4 M)
 JU0508'EAST-NORTHEAST OF THE CENTERLINE OF ROAD 559 AND 65.6 FT (20.0 M) EAST
 JU0508'AND ACROSS THE STREET FROM POLE ACE 4289.  LARGE CEDAR INTERFERES WITH
 JU0508'GPS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0423 ***********************************************************************
 JU0423  DESIGNATION -  L 58
 JU0423  PID         -  JU0423
 JU0423  STATE/COUNTY-  NJ/CAPE MAY
 JU0423  COUNTRY     -  US
 JU0423  USGS QUAD   -  STONE HARBOR (2019)
 JU0423
 JU0423                         *CURRENT SURVEY CONTROL
 JU0423  ______________________________________________________________________
 JU0423* NAD 83(1986) POSITION- 39 03 46.     (N) 074 50 07.     (W)   SCALED
 JU0423* NAVD 88 ORTHO HEIGHT -     5.150 (meters)       16.90  (feet) ADJUSTED
 JU0423  ______________________________________________________________________
 JU0423  GEOID HEIGHT    -        -35.238 (meters)                     GEOID18
 JU0423  DYNAMIC HEIGHT  -          5.147 (meters)       16.89  (feet) COMP
 JU0423  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 JU0423
 JU0423  VERT ORDER      -  FIRST     CLASS II
 JU0423
 JU0423.The horizontal coordinates were scaled from a map and have
 JU0423.an estimated accuracy of +/- 6 seconds.
 JU0423
 JU0423.The orthometric height was determined by differential leveling and
 JU0423.adjusted by the NATIONAL GEODETIC SURVEY
 JU0423.in June 1991.
 JU0423
 JU0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0423.GEOID18 height accuracy estimate available here.
 JU0423
 JU0423.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ142237(NAD 83)
 JU0423
 JU0423                          SUPERSEDED SURVEY CONTROL
 JU0423
 JU0423  NGVD 29 (04/16/92)    5.554  (m)           18.22   (f) ADJUSTED    1 2
 JU0423  NGVD 29 (??/??/87)    5.554  (m)           18.22   (f) SUPERSEDED  1 2
 JU0423
 JU0423.Superseded values are not recommended for survey control.
 JU0423
 JU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0423.See file dsdata.pdf to determine how the superseded data were derived.
 JU0423
 JU0423_MARKER: DB = BENCH MARK DISK
 JU0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0423_STAMPING: L 58 1961
 JU0423_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0990 ***********************************************************************
 JU0990  DESIGNATION -  L 59
 JU0990  PID         -  JU0990
 JU0990  STATE/COUNTY-  NJ/CUMBERLAND
 JU0990  COUNTRY     -  US
 JU0990  USGS QUAD   -  MILLVILLE (2019)
 JU0990
 JU0990                         *CURRENT SURVEY CONTROL
 JU0990  ______________________________________________________________________
 JU0990* NAD 83(1986) POSITION- 39 23 25.02   (N) 075 03 00.78   (W)   HD_HELD1
 JU0990* NAVD 88 ORTHO HEIGHT -     6.491 (meters)       21.30  (feet) ADJUSTED
 JU0990  ______________________________________________________________________
 JU0990  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 JU0990  DYNAMIC HEIGHT  -          6.488 (meters)       21.29  (feet) COMP
 JU0990  MODELED GRAVITY -    980,123.6   (mgal)                       NAVD 88
 JU0990
 JU0990  VERT ORDER      -  SECOND    CLASS 0
 JU0990
 JU0990.The horizontal coordinates were determined by differentially corrected
 JU0990.hand held GPS observations or other comparable positioning techniques
 JU0990.and have an estimated accuracy of +/- 3 meters.
 JU0990
 JU0990.The orthometric height was determined by differential leveling and
 JU0990.adjusted by the NATIONAL GEODETIC SURVEY
 JU0990.in June 1991.
 JU0990
 JU0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0990.GEOID18 height accuracy estimate available here.
 JU0990
 JU0990.Click photographs - Photos may exist for this station.
 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       -    61,969.5     102,604.3     MT  (+/- 3 meters HH1 GPS) 
 JU0990
 JU0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9567560089(NAD 83)
 JU0990
 JU0990                          SUPERSEDED SURVEY CONTROL
 JU0990
 JU0990  NGVD 29 (04/16/92)    6.822  (m)           22.38   (f) ADJUSTED    2 0
 JU0990  NGVD 29 (??/??/87)    6.892  (m)           22.61   (f) SUPERSEDED  2 0
 JU0990
 JU0990.Superseded values are not recommended for survey control.
 JU0990
 JU0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0990.See file dsdata.pdf to determine how the superseded data were derived.
 JU0990
 JU0990_MARKER: DB = BENCH MARK DISK
 JU0990_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0990_SP_SET: CULVERT
 JU0990_STAMPING: L 59 1961
 JU0990_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0038 ***********************************************************************
 JU0038  DESIGNATION -  L 6
 JU0038  PID         -  JU0038
 JU0038  STATE/COUNTY-  NJ/OCEAN
 JU0038  COUNTRY     -  US
 JU0038  USGS QUAD   -  TOMS RIVER (2019)
 JU0038
 JU0038                         *CURRENT SURVEY CONTROL
 JU0038  ______________________________________________________________________
 JU0038* NAD 83(1986) POSITION- 39 56 15.6    (N) 074 11 13.0    (W)   HD_HELD2
 JU0038* NAVD 88 ORTHO HEIGHT -     7.070 (meters)       23.20  (feet) ADJUSTED
 JU0038  ______________________________________________________________________
 JU0038  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 JU0038  DYNAMIC HEIGHT  -          7.066 (meters)       23.18  (feet) COMP
 JU0038  MODELED GRAVITY -    980,160.8   (mgal)                       NAVD 88
 JU0038
 JU0038  VERT ORDER      -  FIRST     CLASS I
 JU0038
 JU0038.The horizontal coordinates were established by autonomous hand held GPS
 JU0038.observations and have an estimated accuracy of +/- 10 meters.
 JU0038
 JU0038.The orthometric height was determined by differential leveling and
 JU0038.adjusted by the NATIONAL GEODETIC SURVEY
 JU0038.in June 1991.
 JU0038
 JU0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0038.GEOID18 height accuracy estimate available here.
 JU0038
 JU0038.Click photographs - Photos may exist for this station.
 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       -   122,641.      176,755.      MT  (+/- 10 meters HH2 GPS)
 JU0038
 JU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6946521155(NAD 83)
 JU0038
 JU0038                          SUPERSEDED SURVEY CONTROL
 JU0038
 JU0038  NGVD 29 (04/16/92)    7.427  (m)           24.37   (f) ADJUSTED    1 1
 JU0038  NGVD 29 (01/10/92)    7.427  (m)           24.37   (f) SUPERSEDED  1 1
 JU0038  NGVD 29 (??/??/87)    7.455  (m)           24.46   (f) SUPERSEDED  1 1
 JU0038
 JU0038.Superseded values are not recommended for survey control.
 JU0038
 JU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0038.See file dsdata.pdf to determine how the superseded data were derived.
 JU0038
 JU0038_MARKER: DB = BENCH MARK DISK
 JU0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0038_STAMPING: L 6 1930 24.544
 JU0038_MARK LOGO: CGS
 JU0038_PROJECTION: PROJECTING 20 CENTIMETERS
 JU0038_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0038+STABILITY: SURFACE MOTION
 JU0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0038+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 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  HISTORY     - 20060803 GOOD             NJGS
 JU0038  HISTORY     - 20160529 POOR             GEOCAC
 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.
 JU0038
 JU0038                          STATION RECOVERY (2006)
 JU0038
 JU0038'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU0038'RECOVERED AS DESCRIBED.
 JU0038
 JU0038                          STATION RECOVERY (2016)
 JU0038
 JU0038'RECOVERY NOTE BY GEOCACHING 2016 (DRB)
 JU0038'NOTE-STATION DISTURBED, USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0462 ***********************************************************************
 KV0462  DESIGNATION -  L 62
 KV0462  PID         -  KV0462
 KV0462  STATE/COUNTY-  NJ/HUDSON
 KV0462  COUNTRY     -  US
 KV0462  USGS QUAD   -  WEEHAWKEN (2016)
 KV0462
 KV0462                         *CURRENT SURVEY CONTROL
 KV0462  ______________________________________________________________________
 KV0462* NAD 83(1986) POSITION- 40 47 26.43   (N) 074 03 24.45   (W)   HD_HELD1
 KV0462* NAVD 88 ORTHO HEIGHT -     3.341 (meters)       10.96  (feet) ADJUSTED
 KV0462  ______________________________________________________________________
 KV0462  GEOID HEIGHT    -        -31.950 (meters)                     GEOID18
 KV0462  DYNAMIC HEIGHT  -          3.340 (meters)       10.96  (feet) COMP
 KV0462  MODELED GRAVITY -    980,238.7   (mgal)                       NAVD 88
 KV0462
 KV0462  VERT ORDER      -  SECOND    CLASS 0
 KV0462
 KV0462.The horizontal coordinates were determined by differentially corrected
 KV0462.hand held GPS observations or other comparable positioning techniques
 KV0462.and have an estimated accuracy of +/- 3 meters.
 KV0462
 KV0462.The orthometric height was determined by differential leveling and
 KV0462.adjusted by the NATIONAL GEODETIC SURVEY
 KV0462.in June 1991.
 KV0462
 KV0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0462.GEOID18 height accuracy estimate available here.
 KV0462
 KV0462.Click photographs - Photos may exist for this station.
 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       -   217,398.5     187,403.5     MT  (+/- 3 meters HH1 GPS) 
 KV0462
 KV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7957615948(NAD 83)
 KV0462
 KV0462                          SUPERSEDED SURVEY CONTROL
 KV0462
 KV0462  NGVD 29 (11/26/84)    3.670  (m)           12.04   (f) ADJUSTED    2 0
 KV0462
 KV0462.Superseded values are not recommended for survey control.
 KV0462
 KV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0462.See file dsdata.pdf to determine how the superseded data were derived.
 KV0462
 KV0462_MARKER: DB = BENCH MARK DISK
 KV0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0462_SP_SET: BUILDING
 KV0462_STAMPING: L 62 1962
 KV0462_MARK LOGO: CGS
 KV0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0462+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 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  HISTORY     - 20090426 GOOD             GEOCAC
 KV0462  HISTORY     - 20140826 GOOD             GEOCAC
 KV0462  HISTORY     - 20171010 GOOD             BOSWEL
 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 LAND SURVEYING LLC 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.
 KV0462
 KV0462                          STATION RECOVERY (2009)
 KV0462
 KV0462'RECOVERY NOTE BY GEOCACHING 2009 (PR)
 KV0462'RECOVERED IN GOOD CONDITION.
 KV0462
 KV0462                          STATION RECOVERY (2014)
 KV0462
 KV0462'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 KV0462'THE MARK IS EAST OF THE INTERSECTION OF PLAZA CENTER AND FIRST AVENUE.
 KV0462'IT IS LOCATED ON THE SOUTHWEST SIDE OF THE BUILDING SET IN THE TOP OF
 KV0462'A SHORT CONCRETE WALL WITH METAL GRATES.
 KV0462
 KV0462                          STATION RECOVERY (2017)
 KV0462
 KV0462'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (AB)
 KV0462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0702 ***********************************************************************
 JU0702  DESIGNATION -  L 63
 JU0702  PID         -  JU0702
 JU0702  STATE/COUNTY-  NJ/CAMDEN
 JU0702  COUNTRY     -  US
 JU0702  USGS QUAD   -  CAMDEN (2019)
 JU0702
 JU0702                         *CURRENT SURVEY CONTROL
 JU0702  ______________________________________________________________________
 JU0702* NAD 83(1986) POSITION- 39 54 22.     (N) 075 05 16.     (W)   SCALED
 JU0702* NAVD 88 ORTHO HEIGHT -     5.246 (meters)       17.21  (feet) ADJUSTED
 JU0702  ______________________________________________________________________
 JU0702  GEOID HEIGHT    -        -32.849 (meters)                     GEOID18
 JU0702  DYNAMIC HEIGHT  -          5.244 (meters)       17.20  (feet) COMP
 JU0702  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 JU0702
 JU0702  VERT ORDER      -  FIRST     CLASS I
 JU0702
 JU0702.The horizontal coordinates were scaled from a map and have
 JU0702.an estimated accuracy of +/- 6 seconds.
 JU0702
 JU0702.The orthometric height was determined by differential leveling and
 JU0702.adjusted by the NATIONAL GEODETIC SURVEY
 JU0702.in June 1991.
 JU0702
 JU0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0702.GEOID18 height accuracy estimate available here.
 JU0702
 JU0702.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK924173(NAD 83)
 JU0702
 JU0702                          SUPERSEDED SURVEY CONTROL
 JU0702
 JU0702  NGVD 29 (11/26/84)    5.590  (m)           18.34   (f) ADJUSTED    1 1
 JU0702
 JU0702.Superseded values are not recommended for survey control.
 JU0702
 JU0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0702.See file dsdata.pdf to determine how the superseded data were derived.
 JU0702
 JU0702_MARKER: DB = BENCH MARK DISK
 JU0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0702_STAMPING: L 63 1963
 JU0702_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0290 ***********************************************************************
 JU0290  DESIGNATION -  L 64
 JU0290  PID         -  JU0290
 JU0290  STATE/COUNTY-  NJ/ATLANTIC
 JU0290  COUNTRY     -  US
 JU0290  USGS QUAD   -  OCEANVILLE (2019)
 JU0290
 JU0290                         *CURRENT SURVEY CONTROL
 JU0290  ______________________________________________________________________
 JU0290* NAD 83(1986) POSITION- 39 24 40.     (N) 074 29 49.     (W)   SCALED
 JU0290* NAVD 88 ORTHO HEIGHT -     5.310 (meters)       17.42  (feet) ADJUSTED
 JU0290  ______________________________________________________________________
 JU0290  GEOID HEIGHT    -        -34.119 (meters)                     GEOID18
 JU0290  DYNAMIC HEIGHT  -          5.307 (meters)       17.41  (feet) COMP
 JU0290  MODELED GRAVITY -    980,117.4   (mgal)                       NAVD 88
 JU0290
 JU0290  VERT ORDER      -  FIRST     CLASS I
 JU0290
 JU0290.The horizontal coordinates were scaled from a map and have
 JU0290.an estimated accuracy of +/- 6 seconds.
 JU0290
 JU0290.The orthometric height was determined by differential leveling and
 JU0290.adjusted by the NATIONAL GEODETIC SURVEY
 JU0290.in June 1991.
 JU0290
 JU0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0290.GEOID18 height accuracy estimate available here.
 JU0290
 JU0290.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ433625(NAD 83)
 JU0290
 JU0290                          SUPERSEDED SURVEY CONTROL
 JU0290
 JU0290  NGVD 29 (01/10/92)    5.702  (m)           18.71   (f) ADJUSTED    1 1
 JU0290  NGVD 29 (??/??/87)    5.702  (m)           18.71   (f) SUPERSEDED  1 1
 JU0290
 JU0290.Superseded values are not recommended for survey control.
 JU0290
 JU0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0290.See file dsdata.pdf to determine how the superseded data were derived.
 JU0290
 JU0290_MARKER: DB = BENCH MARK DISK
 JU0290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0290_SP_SET: CULVERT HEADWALL
 JU0290_STAMPING: L 64 1963
 JU0290_MARK LOGO: CGS
 JU0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0290+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU0353 ***********************************************************************
 JU0353  DESIGNATION -  L 65
 JU0353  PID         -  JU0353
 JU0353  STATE/COUNTY-  NJ/ATLANTIC
 JU0353  COUNTRY     -  US
 JU0353  USGS QUAD   -  OCEAN CITY (2019)
 JU0353
 JU0353                         *CURRENT SURVEY CONTROL
 JU0353  ______________________________________________________________________
 JU0353* NAD 83(1986) POSITION- 39 22 07.     (N) 074 33 36.     (W)   SCALED
 JU0353* NAVD 88 ORTHO HEIGHT -     7.723 (meters)       25.34  (feet) ADJUSTED
 JU0353  ______________________________________________________________________
 JU0353  GEOID HEIGHT    -        -34.237 (meters)                     GEOID18
 JU0353  DYNAMIC HEIGHT  -          7.719 (meters)       25.32  (feet) COMP
 JU0353  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 JU0353
 JU0353  VERT ORDER      -  FIRST     CLASS I
 JU0353
 JU0353.The horizontal coordinates were scaled from a map and have
 JU0353.an estimated accuracy of +/- 6 seconds.
 JU0353
 JU0353.The orthometric height was determined by differential leveling and
 JU0353.adjusted by the NATIONAL GEODETIC SURVEY
 JU0353.in June 1991.
 JU0353
 JU0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0353.GEOID18 height accuracy estimate available here.
 JU0353
 JU0353.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ379577(NAD 83)
 JU0353
 JU0353                          SUPERSEDED SURVEY CONTROL
 JU0353
 JU0353  NGVD 29 (04/16/92)    8.117  (m)           26.63   (f) ADJUSTED    1 1
 JU0353  NGVD 29 (01/10/92)    8.117  (m)           26.63   (f) SUPERSEDED  1 1
 JU0353  NGVD 29 (??/??/87)    8.117  (m)           26.63   (f) SUPERSEDED  1 1
 JU0353
 JU0353.Superseded values are not recommended for survey control.
 JU0353
 JU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0353.See file dsdata.pdf to determine how the superseded data were derived.
 JU0353
 JU0353_MARKER: DB = BENCH MARK DISK
 JU0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0353_SP_SET: BUILDING
 JU0353_STAMPING: L 65 1964
 JU0353_MARK LOGO: CGS
 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  HISTORY     - 20100602 MARK NOT FOUND   BANC
 JU0353  HISTORY     - 20110818 MARK NOT FOUND   INDIV
 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.
 JU0353
 JU0353                          STATION RECOVERY (2010)
 JU0353
 JU0353'RECOVERY NOTE BY BANC 3 2010 (JR)
 JU0353'MARK NOT FOUND.
 JU0353
 JU0353                          STATION RECOVERY (2011)
 JU0353
 JU0353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU0353'THE STATION NO LONGER EXISTS SINCE THE SCHOOL BUILDING WHERE THE
 JU0353'STATION WAS LOCATED WAS DEMOLISHED IN 1998. THIS SITE IS NOW PART OF
 JU0353'THE RECREATION FIELDS FOR A NEW SCHOOL LOCATED SOUTHWEST OF THE FORMER
 JU0353'SCHOOL SITE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0088 ***********************************************************************
 JU0088  DESIGNATION -  L 66
 JU0088  PID         -  JU0088
 JU0088  STATE/COUNTY-  NJ/OCEAN
 JU0088  COUNTRY     -  US
 JU0088  USGS QUAD   -  WEST CREEK (2019)
 JU0088
 JU0088                         *CURRENT SURVEY CONTROL
 JU0088  ______________________________________________________________________
 JU0088* NAD 83(1986) POSITION- 39 38 32.     (N) 074 18 02.     (W)   SCALED
 JU0088* NAVD 88 ORTHO HEIGHT -     4.746 (meters)       15.57  (feet) ADJUSTED
 JU0088  ______________________________________________________________________
 JU0088  GEOID HEIGHT    -        -33.373 (meters)                     GEOID18
 JU0088  DYNAMIC HEIGHT  -          4.744 (meters)       15.56  (feet) COMP
 JU0088  MODELED GRAVITY -    980,157.6   (mgal)                       NAVD 88
 JU0088
 JU0088  VERT ORDER      -  FIRST     CLASS I
 JU0088
 JU0088.The horizontal coordinates were scaled from a map and have
 JU0088.an estimated accuracy of +/- 6 seconds.
 JU0088
 JU0088.The orthometric height was determined by differential leveling and
 JU0088.adjusted by the NATIONAL GEODETIC SURVEY
 JU0088.in June 1991.
 JU0088
 JU0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0088.GEOID18 height accuracy estimate available here.
 JU0088
 JU0088.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ600882(NAD 83)
 JU0088
 JU0088                          SUPERSEDED SURVEY CONTROL
 JU0088
 JU0088  NGVD 29 (04/16/92)    5.131  (m)           16.83   (f) ADJUSTED    1 1
 JU0088  NGVD 29 (01/10/92)    5.131  (m)           16.83   (f) SUPERSEDED  1 1
 JU0088  NGVD 29 (??/??/87)    5.131  (m)           16.83   (f) SUPERSEDED  1 1
 JU0088
 JU0088.Superseded values are not recommended for survey control.
 JU0088
 JU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0088.See file dsdata.pdf to determine how the superseded data were derived.
 JU0088
 JU0088_STAMPING: L 66 1964
 JU0088_MARK LOGO: CGS
 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  HISTORY     - 20190228 MARK NOT FOUND   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.
 JU0088
 JU0088                          STATION RECOVERY (2019)
 JU0088
 JU0088'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0133 ***********************************************************************
 JU0133  DESIGNATION -  L 67
 JU0133  PID         -  JU0133
 JU0133  STATE/COUNTY-  NJ/OCEAN
 JU0133  COUNTRY     -  US
 JU0133  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0133
 JU0133                         *CURRENT SURVEY CONTROL
 JU0133  ______________________________________________________________________
 JU0133* NAD 83(1986) POSITION- 39 40 31.     (N) 074 13 15.     (W)   SCALED
 JU0133* NAVD 88 ORTHO HEIGHT -     0.570 (meters)        1.87  (feet) ADJUSTED
 JU0133  ______________________________________________________________________
 JU0133  GEOID HEIGHT    -        -33.394 (meters)                     GEOID18
 JU0133  DYNAMIC HEIGHT  -          0.570 (meters)        1.87  (feet) COMP
 JU0133  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 JU0133
 JU0133  VERT ORDER      -  FIRST     CLASS I
 JU0133
 JU0133.The horizontal coordinates were scaled from a map and have
 JU0133.an estimated accuracy of +/- 6 seconds.
 JU0133
 JU0133.The orthometric height was determined by differential leveling and
 JU0133.adjusted by the NATIONAL GEODETIC SURVEY
 JU0133.in June 1991.
 JU0133
 JU0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0133.GEOID18 height accuracy estimate available here.
 JU0133
 JU0133.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ668920(NAD 83)
 JU0133
 JU0133                          SUPERSEDED SURVEY CONTROL
 JU0133
 JU0133  NGVD 29 (11/26/84)    0.954  (m)            3.13   (f) ADJUSTED    1 1
 JU0133
 JU0133.Superseded values are not recommended for survey control.
 JU0133
 JU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0133.See file dsdata.pdf to determine how the superseded data were derived.
 JU0133
 JU0133_STAMPING: L 67 1964
 JU0133_MARK LOGO: CGS
 JU0133_PROJECTION: PROJECTING
 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  HISTORY     - 20190115 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.
 JU0133
 JU0133                          STATION RECOVERY (2019)
 JU0133
 JU0133'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0133'NOT FOUND, MISSING TIES, CHANGE IN TOPOGRAPHY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0044 ***********************************************************************
 JU0044  DESIGNATION -  L 68
 JU0044  PID         -  JU0044
 JU0044  STATE/COUNTY-  NJ/OCEAN
 JU0044  COUNTRY     -  US
 JU0044  USGS QUAD   -  SEASIDE PARK (2019)
 JU0044
 JU0044                         *CURRENT SURVEY CONTROL
 JU0044  ______________________________________________________________________
 JU0044* NAD 83(1986) POSITION- 39 55 37.54   (N) 074 07 25.94   (W)   HD_HELD1
 JU0044* NAVD 88 ORTHO HEIGHT -     0.855 (meters)        2.81  (feet) ADJUSTED
 JU0044  ______________________________________________________________________
 JU0044  GEOID HEIGHT    -        -33.086 (meters)                     GEOID18
 JU0044  DYNAMIC HEIGHT  -          0.855 (meters)        2.81  (feet) COMP
 JU0044  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 JU0044
 JU0044  VERT ORDER      -  FIRST     CLASS I
 JU0044
 JU0044.The horizontal coordinates were determined by differentially corrected
 JU0044.hand held GPS observations or other comparable positioning techniques
 JU0044.and have an estimated accuracy of +/- 3 meters.
 JU0044
 JU0044.The orthometric height was determined by differential leveling and
 JU0044.adjusted by the NATIONAL GEODETIC SURVEY
 JU0044.in June 1991.
 JU0044
 JU0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0044.GEOID18 height accuracy estimate available here.
 JU0044
 JU0044.Click photographs - Photos may exist for this station.
 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       -   121,488.0     182,150.0     MT  (+/- 3 meters HH1 GPS) 
 JU0044
 JU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7486520032(NAD 83)
 JU0044
 JU0044                          SUPERSEDED SURVEY CONTROL
 JU0044
 JU0044  NGVD 29 (04/16/92)    1.216  (m)            3.99   (f) ADJUSTED    1 1
 JU0044  NGVD 29 (??/??/87)    1.229  (m)            4.03   (f) SUPERSEDED  1 1
 JU0044
 JU0044.Superseded values are not recommended for survey control.
 JU0044
 JU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0044.See file dsdata.pdf to determine how the superseded data were derived.
 JU0044
 JU0044_MARKER: DB = BENCH MARK DISK
 JU0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0044_STAMPING: L 68 1964
 JU0044_MARK LOGO: CGS
 JU0044_PROJECTION: RECESSED 5 CENTIMETERS
 JU0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 26, 2026
 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  HISTORY     - 20090227 GOOD             INDIV
 JU0044  HISTORY     - 20111017 GOOD             INDIV
 JU0044  HISTORY     - 20160617 GOOD             USFWS
 JU0044  HISTORY     - 20191213 GOOD             NJGS
 JU0044  HISTORY     - 20210423 GOOD             PRIVTE
 JU0044  HISTORY     - 20260526 GOOD             LOCENG
 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.
 JU0044
 JU0044                          STATION RECOVERY (2009)
 JU0044
 JU0044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (RHM)
 JU0044'RECOVERED IN GOOD CONDITION
 JU0044
 JU0044                          STATION RECOVERY (2011)
 JU0044
 JU0044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (GPY)
 JU0044'RECOVERED IN GOOD CONDITION.
 JU0044
 JU0044                          STATION RECOVERY (2016)
 JU0044
 JU0044'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2016
 JU0044'RECOVERED IN GOOD CONDITION.
 JU0044
 JU0044                          STATION RECOVERY (2019)
 JU0044
 JU0044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 JU0044'RECOVERED IN GOOD CONDITION.
 JU0044
 JU0044                          STATION RECOVERY (2021)
 JU0044
 JU0044'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2021 (RAL)
 JU0044'ON PRIVATE PROPERTY, ASK BEFORE RECOVERING.
 JU0044
 JU0044                          STATION RECOVERY (2026)
 JU0044
 JU0044'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2026 (RAL)
 JU0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0840 ***********************************************************************
 KV0840  DESIGNATION -  L 69
 KV0840  PID         -  KV0840
 KV0840  STATE/COUNTY-  NJ/OCEAN
 KV0840  COUNTRY     -  US
 KV0840  USGS QUAD   -  POINT PLEASANT (2019)
 KV0840
 KV0840                         *CURRENT SURVEY CONTROL
 KV0840  ______________________________________________________________________
 KV0840* NAD 83(1986) POSITION- 40 04 46.04   (N) 074 02 46.82   (W)   HD_HELD1
 KV0840* NAVD 88 ORTHO HEIGHT -     1.352 (meters)        4.44  (feet) ADJUSTED
 KV0840  ______________________________________________________________________
 KV0840  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 KV0840  DYNAMIC HEIGHT  -          1.351 (meters)        4.43  (feet) COMP
 KV0840  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 KV0840
 KV0840  VERT ORDER      -  FIRST     CLASS II
 KV0840
 KV0840.The horizontal coordinates were determined by differentially corrected
 KV0840.hand held GPS observations or other comparable positioning techniques
 KV0840.and have an estimated accuracy of +/- 3 meters.
 KV0840
 KV0840.The orthometric height was determined by differential leveling and
 KV0840.adjusted by the NATIONAL GEODETIC SURVEY
 KV0840.in September 2015.
 KV0840
 KV0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0840.GEOID18 height accuracy estimate available here.
 KV0840
 KV0840.Click photographs - Photos may exist for this station.
 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       -   138,434.5     188,691.1     MT  (+/- 3 meters HH1 GPS) 
 KV0840
 KV0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8131037011(NAD 83)
 KV0840
 KV0840                          SUPERSEDED SURVEY CONTROL
 KV0840
 KV0840  NAVD 88 (03/01/01)    1.363  (m)            4.47   (f) SUPERSEDED  1 2
 KV0840  NAVD 88 (06/15/91)    1.367  (m)            4.48   (f) SUPERSEDED  1 1
 KV0840  NGVD 29 (04/16/92)    1.703  (m)            5.59   (f) ADJUSTED    1 1
 KV0840  NGVD 29 (01/10/92)    1.703  (m)            5.59   (f) SUPERSEDED  1 1
 KV0840  NGVD 29 (??/??/87)    1.755  (m)            5.76   (f) SUPERSEDED  1 1
 KV0840
 KV0840.Superseded values are not recommended for survey control.
 KV0840
 KV0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0840.See file dsdata.pdf to determine how the superseded data were derived.
 KV0840
 KV0840_MARKER: DB = BENCH MARK DISK
 KV0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0840_STAMPING: L 69 1964
 KV0840_MARK LOGO: CGS
 KV0840_PROJECTION: FLUSH
 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 SUITABLE FOR
 KV0840+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2018
 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  HISTORY     - 20120829 GOOD             NJGS
 KV0840  HISTORY     - 20180605 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.
 KV0840
 KV0840                          STATION RECOVERY (2012)
 KV0840
 KV0840'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV0840'RECOVERED IN GOOD CONDITION.
 KV0840'
 KV0840'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST OF
 KV0840'LAKEWOOD, 1.2 MI (1.9 KM) EAST-SOUTHEAST OF POINT PLEASANT AND 0.8 MI
 KV0840'(1.3 KM) SOUTH OF POINT PLEASANT BEACH.
 KV0840'
 KV0840'A CAST IRON ROUND MONUMENT BOX (GAS BOX) WAS INSTALLED ON TOP OF THE
 KV0840'MONUMENT AT THIS TIME.
 KV0840'
 KV0840'THE STATION IS 13.7 FT (4.2 M) NORTH OF A NEWLY SET UTILITY POLE, 19.0
 KV0840'FT (5.8 M) NORTHEAST OF THE NORTH LEG OF A POLE HOLDING A NEW
 KV0840'METER/ELECTRICAL PANEL, 50.5 FT (15.4 M) SOUTH OF THE CORNER OF A 6 FT
 KV0840'(1.8 M) HIGH ALUMINUM ELECTRICAL BOX (NJTR MILEPOST 37.8, OCEAN HOUSE
 KV0840'ROAD), 20 FT (6.1 M) EAST OF THE EAST RAIL OF THE EASTERLY SET OF
 KV0840'TRACKS, 14 FT (4.3 M) NORTH OF A POLE WITH WITNESS SIGN ATTACHED.
 KV0840
 KV0840                          STATION RECOVERY (2018)
 KV0840
 KV0840'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 KV0840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0201 ***********************************************************************
 JU0201  DESIGNATION -  L 7
 JU0201  PID         -  JU0201
 JU0201  STATE/COUNTY-  NJ/OCEAN
 JU0201  COUNTRY     -  US
 JU0201  USGS QUAD   -  BEACH HAVEN (2019)
 JU0201
 JU0201                         *CURRENT SURVEY CONTROL
 JU0201  ______________________________________________________________________
 JU0201* NAD 83(1986) POSITION- 39 34 02.68   (N) 074 14 08.94   (W)   HD_HELD1
 JU0201* NAVD 88 ORTHO HEIGHT -     2.023 (meters)        6.64  (feet) ADJUSTED
 JU0201  ______________________________________________________________________
 JU0201  GEOID HEIGHT    -        -33.807 (meters)                     GEOID18
 JU0201  DYNAMIC HEIGHT  -          2.022 (meters)        6.63  (feet) COMP
 JU0201  MODELED GRAVITY -    980,136.9   (mgal)                       NAVD 88
 JU0201
 JU0201  VERT ORDER      -  FIRST     CLASS I
 JU0201
 JU0201.The horizontal coordinates were determined by differentially corrected
 JU0201.hand held GPS observations or other comparable positioning techniques
 JU0201.and have an estimated accuracy of +/- 3 meters.
 JU0201
 JU0201.The orthometric height was determined by differential leveling and
 JU0201.adjusted by the NATIONAL GEODETIC SURVEY
 JU0201.in May 2011.
 JU0201
 JU0201.No vertical observational check was made to the station.
 JU0201
 JU0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0201.GEOID18 height accuracy estimate available here.
 JU0201
 JU0201.Click photographs - Photos may exist for this station.
 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       -    81,522.0     172,699.1     MT  (+/- 3 meters HH1 GPS) 
 JU0201
 JU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6564080024(NAD 83)
 JU0201
 JU0201                          SUPERSEDED SURVEY CONTROL
 JU0201
 JU0201  NAVD 88 (04/25/97)    2.026  (m)            6.65   (f) SUPERSEDED  1 1
 JU0201  NAVD 88 (06/15/91)    2.077  (m)            6.81   (f) SUPERSEDED  1 1
 JU0201  NGVD 29 (11/26/84)    2.459  (m)            8.07   (f) ADJUSTED    1 1
 JU0201
 JU0201.Superseded values are not recommended for survey control.
 JU0201
 JU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0201.See file dsdata.pdf to determine how the superseded data were derived.
 JU0201
 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 - May 03, 2019
 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  HISTORY     - 20060411 GOOD             NJGS
 JU0201  HISTORY     - 20100921 GOOD             INDIV
 JU0201  HISTORY     - 20160408 GOOD             INDIV
 JU0201  HISTORY     - 20190503 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.
 JU0201
 JU0201                          STATION RECOVERY (2006)
 JU0201
 JU0201'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 JU0201'RECOVERED AS DESCRIBED.
 JU0201
 JU0201                          STATION RECOVERY (2010)
 JU0201
 JU0201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (EE)
 JU0201'RECOVERED AS DESCRIBED
 JU0201
 JU0201                          STATION RECOVERY (2016)
 JU0201
 JU0201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (EE)
 JU0201'RECOVERED AS DESCRIBED
 JU0201
 JU0201                          STATION RECOVERY (2019)
 JU0201
 JU0201'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU0201'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0721 ***********************************************************************
 KV0721  DESIGNATION -  L 70
 KV0721  PID         -  KV0721
 KV0721  STATE/COUNTY-  NJ/MONMOUTH
 KV0721  COUNTRY     -  US
 KV0721  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0721
 KV0721                         *CURRENT SURVEY CONTROL
 KV0721  ______________________________________________________________________
 KV0721* NAD 83(1986) POSITION- 40 24 09.     (N) 074 01 47.     (W)   SCALED
 KV0721* NAVD 88 ORTHO HEIGHT -    15.169 (meters)       49.77  (feet) ADJUSTED
 KV0721  ______________________________________________________________________
 KV0721  GEOID HEIGHT    -        -32.500 (meters)                     GEOID18
 KV0721  DYNAMIC HEIGHT  -         15.163 (meters)       49.75  (feet) COMP
 KV0721  MODELED GRAVITY -    980,199.5   (mgal)                       NAVD 88
 KV0721
 KV0721  VERT ORDER      -  FIRST     CLASS II
 KV0721
 KV0721.The horizontal coordinates were scaled from a map and have
 KV0721.an estimated accuracy of +/- 6 seconds.
 KV0721
 KV0721.The orthometric height was determined by differential leveling and
 KV0721.adjusted by the NATIONAL GEODETIC SURVEY
 KV0721.in June 1991.
 KV0721
 KV0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0721.GEOID18 height accuracy estimate available here.
 KV0721
 KV0721.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK823728(NAD 83)
 KV0721
 KV0721                          SUPERSEDED SURVEY CONTROL
 KV0721
 KV0721  NGVD 29 (01/10/92)   15.487  (m)           50.81   (f) ADJUSTED    1 2
 KV0721  NGVD 29 (??/??/87)   15.529  (m)           50.95   (f) SUPERSEDED  1 2
 KV0721
 KV0721.Superseded values are not recommended for survey control.
 KV0721
 KV0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0721.See file dsdata.pdf to determine how the superseded data were derived.
 KV0721
 KV0721_MARKER: DB = BENCH MARK DISK
 KV0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0721_STAMPING: L 70 1964
 KV0721_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0049 ***********************************************************************
 KV0049  DESIGNATION -  L 71
 KV0049  PID         -  KV0049
 KV0049  STATE/COUNTY-  NJ/UNION
 KV0049  COUNTRY     -  US
 KV0049  USGS QUAD   -  ROSELLE (2019)
 KV0049
 KV0049                         *CURRENT SURVEY CONTROL
 KV0049  ______________________________________________________________________
 KV0049* NAD 83(1986) POSITION- 40 37 41.62   (N) 074 16 20.16   (W)   HD_HELD1
 KV0049* NAVD 88 ORTHO HEIGHT -    15.006 (meters)       49.23  (feet) ADJUSTED
 KV0049  ______________________________________________________________________
 KV0049  GEOID HEIGHT    -        -32.575 (meters)                     GEOID18
 KV0049  DYNAMIC HEIGHT  -         15.000 (meters)       49.21  (feet) COMP
 KV0049  MODELED GRAVITY -    980,212.4   (mgal)                       NAVD 88
 KV0049
 KV0049  VERT ORDER      -  FIRST     CLASS I
 KV0049
 KV0049.The horizontal coordinates were determined by differentially corrected
 KV0049.hand held GPS observations or other comparable positioning techniques
 KV0049.and have an estimated accuracy of +/- 3 meters.
 KV0049
 KV0049.The orthometric height was determined by differential leveling and
 KV0049.adjusted by the NATIONAL GEODETIC SURVEY
 KV0049.in June 1991.
 KV0049
 KV0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0049.GEOID18 height accuracy estimate available here.
 KV0049
 KV0049.Click photographs - Photos may exist for this station.
 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       -   199,291.2     169,265.7     MT  (+/- 3 meters HH1 GPS) 
 KV0049
 KV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6154697742(NAD 83)
 KV0049
 KV0049                          SUPERSEDED SURVEY CONTROL
 KV0049
 KV0049  NGVD 29 (04/16/92)   15.331  (m)           50.30   (f) ADJUSTED    1 1
 KV0049  NGVD 29 (??/??/87)   15.348  (m)           50.35   (f) SUPERSEDED  1 1
 KV0049
 KV0049.Superseded values are not recommended for survey control.
 KV0049
 KV0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0049.See file dsdata.pdf to determine how the superseded data were derived.
 KV0049
 KV0049_MARKER: DB = BENCH MARK DISK
 KV0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0049_SP_SET: BUILDING
 KV0049_STAMPING: L 71 1965
 KV0049_MARK LOGO: CGS
 KV0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0049+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 KV0049
 KV0049  HISTORY     - Date     Condition        Report By
 KV0049  HISTORY     - 1965     MONUMENTED       CGS
 KV0049  HISTORY     - 1989     GOOD             USPSQD
 KV0049  HISTORY     - 19940720 GOOD             USPSQD
 KV0049  HISTORY     - 20070603 GOOD             GEOCAC
 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.
 KV0049
 KV0049                          STATION RECOVERY (2007)
 KV0049
 KV0049'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0049'BUILDING IS CURRENTLY VACANT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0969 ***********************************************************************
 KV0969  DESIGNATION -  L 73
 KV0969  PID         -  KV0969
 KV0969  STATE/COUNTY-  NJ/MIDDLESEX
 KV0969  COUNTRY     -  US
 KV0969  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0969
 KV0969                         *CURRENT SURVEY CONTROL
 KV0969  ______________________________________________________________________
 KV0969* NAD 83(1986) POSITION- 40 23 37.     (N) 074 23 13.     (W)   SCALED
 KV0969* NAVD 88 ORTHO HEIGHT -     8.325 (meters)       27.31  (feet) ADJUSTED
 KV0969  ______________________________________________________________________
 KV0969  GEOID HEIGHT    -        -32.629 (meters)                     GEOID18
 KV0969  DYNAMIC HEIGHT  -          8.321 (meters)       27.30  (feet) COMP
 KV0969  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 KV0969
 KV0969  VERT ORDER      -  FIRST     CLASS II
 KV0969
 KV0969.The horizontal coordinates were scaled from a map and have
 KV0969.an estimated accuracy of +/- 6 seconds.
 KV0969
 KV0969.The orthometric height was determined by differential leveling and
 KV0969.adjusted by the NATIONAL GEODETIC SURVEY
 KV0969.in June 1991.
 KV0969
 KV0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0969.GEOID18 height accuracy estimate available here.
 KV0969
 KV0969.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK520716(NAD 83)
 KV0969
 KV0969                          SUPERSEDED SURVEY CONTROL
 KV0969
 KV0969  NGVD 29 (??/??/92)    8.683  (m)           28.49   (f) SUPERSEDED  1 2
 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
 KV0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0969.See file dsdata.pdf to determine how the superseded data were derived.
 KV0969
 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 = JULY 24, 2026 22:12:30 EDT
 KV1155 ***********************************************************************
 KV1155  DESIGNATION -  L 75
 KV1155  PID         -  KV1155
 KV1155  STATE/COUNTY-  NJ/BURLINGTON
 KV1155  COUNTRY     -  US
 KV1155  USGS QUAD   -  BRISTOL (2019)
 KV1155
 KV1155                         *CURRENT SURVEY CONTROL
 KV1155  ______________________________________________________________________
 KV1155* NAD 83(1986) POSITION- 40 05 32.     (N) 074 48 59.     (W)   SCALED
 KV1155* NAVD 88 ORTHO HEIGHT -     9.123 (meters)       29.93  (feet) ADJUSTED
 KV1155  ______________________________________________________________________
 KV1155  GEOID HEIGHT    -        -32.835 (meters)                     GEOID18
 KV1155  DYNAMIC HEIGHT  -          9.119 (meters)       29.92  (feet) COMP
 KV1155  MODELED GRAVITY -    980,194.3   (mgal)                       NAVD 88
 KV1155
 KV1155  VERT ORDER      -  FIRST     CLASS II
 KV1155
 KV1155.The horizontal coordinates were scaled from a map and have
 KV1155.an estimated accuracy of +/- 6 seconds.
 KV1155
 KV1155.The orthometric height was determined by differential leveling and
 KV1155.adjusted by the NATIONAL GEODETIC SURVEY
 KV1155.in June 1991.
 KV1155
 KV1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1155.GEOID18 height accuracy estimate available here.
 KV1155
 KV1155.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK156380(NAD 83)
 KV1155
 KV1155                          SUPERSEDED SURVEY CONTROL
 KV1155
 KV1155  NGVD 29 (??/??/92)    9.478  (m)           31.10   (f) SUPERSEDED  1 2
 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
 KV1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1155.See file dsdata.pdf to determine how the superseded data were derived.
 KV1155
 KV1155_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1154 ***********************************************************************
 KV1154  DESIGNATION -  L 76
 KV1154  PID         -  KV1154
 KV1154  STATE/COUNTY-  NJ/BURLINGTON
 KV1154  COUNTRY     -  US
 KV1154  USGS QUAD   -  BRISTOL (2019)
 KV1154
 KV1154                         *CURRENT SURVEY CONTROL
 KV1154  ______________________________________________________________________
 KV1154* NAD 83(2011) POSITION- 40 05 58.71142(N) 074 47 59.60221(W)   ADJUSTED
 KV1154* NAD 83(2011) ELLIP HT-   -23.734 (meters)        (06/27/12)   ADJUSTED
 KV1154* NAD 83(2011) EPOCH   -  2010.00
 KV1154* NAVD 88 ORTHO HEIGHT -     9.091 (meters)       29.83  (feet) ADJUSTED
 KV1154  ______________________________________________________________________
 KV1154  GEOID HEIGHT    -        -32.827 (meters)                     GEOID18
 KV1154  NAD 83(2011) X  -  1,280,952.782 (meters)                     COMP
 KV1154  NAD 83(2011) Y  - -4,714,653.547 (meters)                     COMP
 KV1154  NAD 83(2011) Z  -  4,086,439.470 (meters)                     COMP
 KV1154  LAPLACE CORR    -          3.58  (seconds)                    DEFLEC18
 KV1154  DYNAMIC HEIGHT  -          9.087 (meters)       29.81  (feet) COMP
 KV1154  MODELED GRAVITY -    980,195.1   (mgal)                       NAVD 88
 KV1154
 KV1154  VERT ORDER      -  FIRST     CLASS II
 KV1154
 KV1154  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1154  Standards:
 KV1154         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1154            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1154  -------------------------------------------------------------------
 KV1154  NETWORK    0.49   0.90           0.22   0.17   0.46     -0.11958387
 KV1154  -------------------------------------------------------------------
 KV1154  Click here for local accuracies and other accuracy information.
 KV1154
 KV1154.The horizontal coordinates were established by GPS observations
 KV1154.and adjusted by the National Geodetic Survey in June 2012.
 KV1154
 KV1154.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1154.been affixed to the stable North American tectonic plate. See 
 KV1154.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1154
 KV1154.The horizontal coordinates are valid at the epoch date displayed above
 KV1154.which is a decimal equivalence of Year/Month/Day.
 KV1154
 KV1154.The orthometric height was determined by differential leveling and
 KV1154.adjusted by the NATIONAL GEODETIC SURVEY
 KV1154.in June 1991.
 KV1154
 KV1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1154.GEOID18 height accuracy estimate available here.
 KV1154
 KV1154.Click photographs - Photos may exist for this station.
 KV1154
 KV1154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1154
 KV1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1154
 KV1154.The ellipsoidal height was determined by GPS observations
 KV1154.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1154
 KV1154;                    North         East     Units Scale Factor Converg.
 KV1154;SPC NJ       -   140,620.218   124,431.077   MT  0.99990805   -0 11 35.4
 KV1154;SPC NJ       -   461,351.50    408,237.63   sFT  0.99990805   -0 11 35.4
 KV1154;UTM  18      - 4,438,835.794   517,056.524   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  =   0.99960730
 KV1154
 KV1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1705638835(NAD 83)
 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(2007)-  40 05 58.71187(N)    074 47 59.60287(W) AD(2002.00) 0
 KV1154  ELLIP H (02/10/07)  -23.728  (m)                       GP(2002.00)    
 KV1154  ELLIP H (10/23/02)  -23.687  (m)                       GP(       ) 4 1
 KV1154  NAD 83(1996)-  40 05 58.71190(N)    074 47 59.60287(W) AD(       ) 1
 KV1154  ELLIP H (05/14/99)  -23.694  (m)                       GP(       ) 4 1
 KV1154  NAD 83(1992)-  40 05 58.71114(N)    074 47 59.60295(W) AD(       ) 1
 KV1154  ELLIP H (12/16/96)  -23.724  (m)                       GP(       ) 2 1
 KV1154  NAVD 88               9.09   (m)           29.8    (f) LEVELING    3  
 KV1154  NGVD 29 (??/??/92)    9.448  (m)           31.00   (f) SUPERSEDED  1 2
 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
 KV1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1154.See file dsdata.pdf to determine how the superseded data were derived.
 KV1154
 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 - August 22, 2006
 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  HISTORY     - 20060822 GOOD             NJGS
 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.
 KV1154
 KV1154                          STATION RECOVERY (2006)
 KV1154
 KV1154'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (ECB)
 KV1154'RECOVERED IN GOOD CONDITION.   NOTE--THE HEADWALL IS SPALLING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2938 ***********************************************************************
 KV2938  DESIGNATION -  L 77
 KV2938  PID         -  KV2938
 KV2938  STATE/COUNTY-  NJ/HUNTERDON
 KV2938  COUNTRY     -  US
 KV2938  USGS QUAD   -  HIGH BRIDGE (2016)
 KV2938
 KV2938                         *CURRENT SURVEY CONTROL
 KV2938  ______________________________________________________________________
 KV2938* NAD 83(1986) POSITION- 40 38 26.     (N) 074 59 17.     (W)   SCALED
 KV2938* NAVD 88 ORTHO HEIGHT -   107.066 (meters)      351.27  (feet) ADJUSTED
 KV2938  ______________________________________________________________________
 KV2938  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 KV2938  DYNAMIC HEIGHT  -        107.016 (meters)      351.10  (feet) COMP
 KV2938  MODELED GRAVITY -    980,161.6   (mgal)                       NAVD 88
 KV2938
 KV2938  VERT ORDER      -  FIRST     CLASS II
 KV2938
 KV2938.The horizontal coordinates were scaled from a map and have
 KV2938.an estimated accuracy of +/- 6 seconds.
 KV2938
 KV2938.The orthometric height was determined by differential leveling and
 KV2938.adjusted by the NATIONAL GEODETIC SURVEY
 KV2938.in June 1991.
 KV2938
 KV2938.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2938.GEOID18 height accuracy estimate available here.
 KV2938
 KV2938.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK010988(NAD 83)
 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
 KV2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2938.See file dsdata.pdf to determine how the superseded data were derived.
 KV2938
 KV2938_MARKER: DV = VERTICAL CONTROL DISK
 KV2938_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV2938_SP_SET: ABUTMENT
 KV2938_STAMPING: L 77 1978
 KV2938_MARK LOGO: NGS
 KV2938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2938+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2020
 KV2938
 KV2938  HISTORY     - Date     Condition        Report By
 KV2938  HISTORY     - 1978     MONUMENTED       NGS
 KV2938  HISTORY     - 19950909 GOOD             USPSQD
 KV2938  HISTORY     - 20200224 GOOD             NJGS
 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.
 KV2938
 KV2938                          STATION RECOVERY (2020)
 KV2938
 KV2938'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV2938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2911 ***********************************************************************
 KV2911  DESIGNATION -  L 78
 KV2911  PID         -  KV2911
 KV2911  STATE/COUNTY-  NJ/MIDDLESEX
 KV2911  COUNTRY     -  US
 KV2911  USGS QUAD   -  PERTH AMBOY (2016)
 KV2911
 KV2911                         *CURRENT SURVEY CONTROL
 KV2911  ______________________________________________________________________
 KV2911* NAD 83(1986) POSITION- 40 31 02.76   (N) 074 17 03.60   (W)   HD_HELD1
 KV2911* NAVD 88 ORTHO HEIGHT -    23.964 (meters)       78.62  (feet) ADJUSTED
 KV2911  ______________________________________________________________________
 KV2911  GEOID HEIGHT    -        -32.533 (meters)                     GEOID18
 KV2911  DYNAMIC HEIGHT  -         23.954 (meters)       78.59  (feet) COMP
 KV2911  MODELED GRAVITY -    980,215.1   (mgal)                       NAVD 88
 KV2911
 KV2911  VERT ORDER      -  FIRST     CLASS II
 KV2911
 KV2911.The horizontal coordinates were determined by differentially corrected
 KV2911.hand held GPS observations or other comparable positioning techniques
 KV2911.and have an estimated accuracy of +/- 3 meters.
 KV2911
 KV2911.The orthometric height was determined by differential leveling and
 KV2911.adjusted by the NATIONAL GEODETIC SURVEY
 KV2911.in June 1991.
 KV2911
 KV2911.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2911.GEOID18 height accuracy estimate available here.
 KV2911
 KV2911.Click photographs - Photos may exist for this station.
 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       -   186,986.6     168,275.0     MT  (+/- 3 meters HH1 GPS) 
 KV2911
 KV2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6062585435(NAD 83)
 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
 KV2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2911.See file dsdata.pdf to determine how the superseded data were derived.
 KV2911
 KV2911_MARKER: DV = VERTICAL CONTROL DISK
 KV2911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2911_SP_SET: PLATFORM
 KV2911_STAMPING: L 78 1978
 KV2911_MARK LOGO: NGS
 KV2911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2911
 KV2911  HISTORY     - Date     Condition        Report By
 KV2911  HISTORY     - 1978     MONUMENTED       NGS
 KV2911  HISTORY     - 20210825 MARK NOT FOUND   NJGS
 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.
 KV2911
 KV2911                          STATION RECOVERY (2021)
 KV2911
 KV2911'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV2911'MONUMENT WAS NOT FOUND, RAIL TRACKS ARE REMOVED AND CONCRETE PLATFORM
 KV2911'THAT MONUMENT IS SET IN WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2332 ***********************************************************************
 JU2332  DESIGNATION -  L 79
 JU2332  PID         -  JU2332
 JU2332  STATE/COUNTY-  NJ/CAPE MAY
 JU2332  COUNTRY     -  US
 JU2332  USGS QUAD   -  WOODBINE (2019)
 JU2332
 JU2332                         *CURRENT SURVEY CONTROL
 JU2332  ______________________________________________________________________
 JU2332* NAD 83(1986) POSITION- 39 10 43.     (N) 074 49 06.     (W)   SCALED
 JU2332* NAVD 88 ORTHO HEIGHT -    10.772 (meters)       35.34  (feet) ADJUSTED
 JU2332  ______________________________________________________________________
 JU2332  GEOID HEIGHT    -        -34.833 (meters)                     GEOID18
 JU2332  DYNAMIC HEIGHT  -         10.766 (meters)       35.32  (feet) COMP
 JU2332  MODELED GRAVITY -    980,082.2   (mgal)                       NAVD 88
 JU2332
 JU2332  VERT ORDER      -  FIRST     CLASS II
 JU2332
 JU2332.The horizontal coordinates were scaled from a map and have
 JU2332.an estimated accuracy of +/- 6 seconds.
 JU2332
 JU2332.The orthometric height was determined by differential leveling and
 JU2332.adjusted by the NATIONAL GEODETIC SURVEY
 JU2332.in June 1991.
 JU2332
 JU2332.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2332.GEOID18 height accuracy estimate available here.
 JU2332
 JU2332.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ156366(NAD 83)
 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
 JU2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2332.See file dsdata.pdf to determine how the superseded data were derived.
 JU2332
 JU2332_MARKER: DD = SURVEY DISK
 JU2332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2332_SP_SET: CONCRETE ABUTMENT OF THE BRIDGE
 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 - July 26, 2019
 JU2332
 JU2332  HISTORY     - Date     Condition        Report By
 JU2332  HISTORY     - 1979     MONUMENTED       NGS
 JU2332  HISTORY     - 19980317 GOOD             NJGS
 JU2332  HISTORY     - 20190726 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.
 JU2332
 JU2332                          STATION RECOVERY (2019)
 JU2332
 JU2332'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU2332'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2443 ***********************************************************************
 JU2443  DESIGNATION -  L 80
 JU2443  PID         -  JU2443
 JU2443  STATE/COUNTY-  NJ/OCEAN
 JU2443  COUNTRY     -  US
 JU2443  USGS QUAD   -  WEST CREEK (2019)
 JU2443
 JU2443                         *CURRENT SURVEY CONTROL
 JU2443  ______________________________________________________________________
 JU2443* NAD 83(1986) POSITION- 39 37 32.     (N) 074 18 54.     (W)   SCALED
 JU2443* NAVD 88 ORTHO HEIGHT -     4.164 (meters)       13.66  (feet) ADJUSTED
 JU2443  ______________________________________________________________________
 JU2443  GEOID HEIGHT    -        -33.417 (meters)                     GEOID18
 JU2443  DYNAMIC HEIGHT  -          4.162 (meters)       13.65  (feet) COMP
 JU2443  MODELED GRAVITY -    980,155.7   (mgal)                       NAVD 88
 JU2443
 JU2443  VERT ORDER      -  FIRST     CLASS II
 JU2443
 JU2443.The horizontal coordinates were scaled from a map and have
 JU2443.an estimated accuracy of +/- 6 seconds.
 JU2443
 JU2443.The orthometric height was determined by differential leveling and
 JU2443.adjusted by the NATIONAL GEODETIC SURVEY
 JU2443.in June 1991.
 JU2443
 JU2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2443.GEOID18 height accuracy estimate available here.
 JU2443
 JU2443.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ587864(NAD 83)
 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
 JU2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2443.See file dsdata.pdf to determine how the superseded data were derived.
 JU2443
 JU2443_STAMPING: L 80 1979
 JU2443_MARK LOGO: NGS
 JU2443_PROJECTION: FLUSH
 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  HISTORY     - 20190319 MARK NOT FOUND   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.
 JU2443
 JU2443                          STATION RECOVERY (2019)
 JU2443
 JU2443'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU2443'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.  THE FIRE HOUSE
 JU2443'IS NOW A STORE, CEDAR STREET IS NOW FIREHOUSE ROAD.  THERE IS NEW
 JU2443'SIDEWALK CONSTRUCTION AT THE TIE LOCATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3502 ***********************************************************************
 KV3502  DESIGNATION -  L 81
 KV3502  PID         -  KV3502
 KV3502  STATE/COUNTY-  NJ/OCEAN
 KV3502  COUNTRY     -  US
 KV3502  USGS QUAD   -  POINT PLEASANT (2019)
 KV3502
 KV3502                         *CURRENT SURVEY CONTROL
 KV3502  ______________________________________________________________________
 KV3502* NAD 83(1986) POSITION- 40 05 17.52   (N) 074 02 51.59   (W)   HD_HELD1
 KV3502* NAVD 88 ORTHO HEIGHT -     3.002 (meters)        9.85  (feet) ADJUSTED
 KV3502  ______________________________________________________________________
 KV3502  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 KV3502  DYNAMIC HEIGHT  -          3.000 (meters)        9.84  (feet) COMP
 KV3502  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 KV3502
 KV3502  VERT ORDER      -  FIRST     CLASS II
 KV3502
 KV3502.The horizontal coordinates were determined by differentially corrected
 KV3502.hand held GPS observations or other comparable positioning techniques
 KV3502.and have an estimated accuracy of +/- 3 meters.
 KV3502
 KV3502.The orthometric height was determined by differential leveling and
 KV3502.adjusted by the NATIONAL GEODETIC SURVEY
 KV3502.in September 2015.
 KV3502
 KV3502.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3502.GEOID18 height accuracy estimate available here.
 KV3502
 KV3502.Click photographs - Photos may exist for this station.
 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       -   139,404.8     188,573.2     MT  (+/- 3 meters HH1 GPS) 
 KV3502
 KV3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8118737981(NAD 83)
 KV3502
 KV3502                          SUPERSEDED SURVEY CONTROL
 KV3502
 KV3502  NAVD 88 (06/15/91)    3.000  (m)            9.84   (f) SUPERSEDED  1 2
 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
 KV3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3502.See file dsdata.pdf to determine how the superseded data were derived.
 KV3502
 KV3502_MARKER: DV = VERTICAL CONTROL DISK
 KV3502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 SUITABLE FOR
 KV3502+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 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  HISTORY     - 20120718 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.
 KV3502
 KV3502                          STATION RECOVERY (2012)
 KV3502
 KV3502'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV3502'RECOVERED IN GOOD CONDITION.
 KV3502'
 KV3502'NOTE-ADD-THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST OF
 KV3502'LAKEWOOD, 1.2 MI (1.9 KM) EAST-NORTHEAST OF POINT PLEASANT AND IN THE
 KV3502'TOWN OF POINT PLEASANT BEACH, NJ.
 KV3502'
 KV3502'THE STATION IS 42.0 FT (12.8 M) NORTHWEST FROM THE RAILROAD CROSSING
 KV3502'AT ATLANTIC AVENUE, 11.3 FT (3.4 M) WEST FROM THE WEST RAIL OF THE
 KV3502'SOUTHBOUND TRACK, 4.4 FT (1.3 M) EAST FROM THE EAST CURB OF CINCINNATI
 KV3502'AVENUE (STATE HIGHWAY 35 NORTHBOUND), 1.0 FT (0.3 M) WEST FROM A STEEL
 KV3502'BEAM GUIDERAIL, 1.0 FT (0.3 M) EAST FROM WOOD UTILITY POLE NUMBER
 KV3502'C309PT, 41.0 FT (12.5 M) SOUTH FROM TRAIN SIGNAL TOWER NO. L371, 38.0
 KV3502'FT (11.6 M) NORTH FROM THE CENTERLINE OF ATLANTIC AVENUE AND 1.0 FT
 KV3502'(0.3 M) SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2256 ***********************************************************************
 JU2256  DESIGNATION -  L 82
 JU2256  PID         -  JU2256
 JU2256  STATE/COUNTY-  NJ/SALEM
 JU2256  COUNTRY     -  US
 JU2256  USGS QUAD   -  SALEM (2019)
 JU2256
 JU2256                         *CURRENT SURVEY CONTROL
 JU2256  ______________________________________________________________________
 JU2256* NAD 83(1986) POSITION- 39 31 49.     (N) 075 22 52.     (W)   SCALED
 JU2256* NAVD 88 ORTHO HEIGHT -    38.400 (meters)      125.98  (feet) ADJUSTED
 JU2256  ______________________________________________________________________
 JU2256  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 JU2256  DYNAMIC HEIGHT  -         38.380 (meters)      125.92  (feet) COMP
 JU2256  MODELED GRAVITY -    980,112.5   (mgal)                       NAVD 88
 JU2256
 JU2256  VERT ORDER      -  FIRST     CLASS II
 JU2256
 JU2256.The horizontal coordinates were scaled from a map and have
 JU2256.an estimated accuracy of +/- 6 seconds.
 JU2256
 JU2256.The orthometric height was determined by differential leveling and
 JU2256.adjusted by the NATIONAL GEODETIC SURVEY
 JU2256.in June 1991.
 JU2256
 JU2256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2256.GEOID18 height accuracy estimate available here.
 JU2256
 JU2256.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ672756(NAD 83)
 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
 JU2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2256.See file dsdata.pdf to determine how the superseded data were derived.
 JU2256
 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 = JULY 24, 2026 22:12:30 EDT
 JU0951 ***********************************************************************
 JU0951  DESIGNATION -  L 9
 JU0951  PID         -  JU0951
 JU0951  STATE/COUNTY-  NJ/CUMBERLAND
 JU0951  COUNTRY     -  US
 JU0951  USGS QUAD   -  SHILOH (2019)
 JU0951
 JU0951                         *CURRENT SURVEY CONTROL
 JU0951  ______________________________________________________________________
 JU0951* NAD 83(1986) POSITION- 39 27 26.16   (N) 075 17 50.21   (W)   HD_HELD1
 JU0951* NAVD 88 ORTHO HEIGHT -    35.507 (meters)      116.49  (feet) ADJUSTED
 JU0951  ______________________________________________________________________
 JU0951  GEOID HEIGHT    -        -33.771 (meters)                     GEOID18
 JU0951  DYNAMIC HEIGHT  -         35.489 (meters)      116.43  (feet) COMP
 JU0951  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 JU0951
 JU0951  VERT ORDER      -  FIRST     CLASS II
 JU0951
 JU0951.The horizontal coordinates were determined by differentially corrected
 JU0951.hand held GPS observations or other comparable positioning techniques
 JU0951.and have an estimated accuracy of +/- 3 meters.
 JU0951
 JU0951.The orthometric height was determined by differential leveling and
 JU0951.adjusted by the NATIONAL GEODETIC SURVEY
 JU0951.in April 2013.
 JU0951
 JU0951.No vertical observational check was made to the station.
 JU0951
 JU0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0951.GEOID18 height accuracy estimate available here.
 JU0951
 JU0951.Click photographs - Photos may exist for this station.
 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       -    69,564.4      81,387.6     MT  (+/- 3 meters HH1 GPS) 
 JU0951
 JU0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7442467564(NAD 83)
 JU0951
 JU0951                          SUPERSEDED SURVEY CONTROL
 JU0951
 JU0951  NAVD 88 (06/15/91)   35.465  (m)          116.35   (f) SUPERSEDED  1 2
 JU0951  NGVD 29 (04/16/92)   35.767  (m)          117.35   (f) ADJUSTED    1 2
 JU0951  NGVD 29 (01/10/92)   35.767  (m)          117.35   (f) SUPERSEDED  1 2
 JU0951  NGVD 29 (??/??/87)   35.832  (m)          117.56   (f) SUPERSEDED  1 2
 JU0951
 JU0951.Superseded values are not recommended for survey control.
 JU0951
 JU0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0951.See file dsdata.pdf to determine how the superseded data were derived.
 JU0951
 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 - May 31, 2011
 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  HISTORY     - 20070625 GOOD             UE
 JU0951  HISTORY     - 20110531 GOOD             NJGS
 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.
 JU0951
 JU0951                          STATION RECOVERY (2007)
 JU0951
 JU0951'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0951'RECOVERED IN GOOD CONDITION.
 JU0951
 JU0951                          STATION RECOVERY (2011)
 JU0951
 JU0951'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0951'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, SET IN A DRILL HOLE IN
 JU0951'THE CURBLINE AT THE SOUTHEAST CORNER OF THE JUNCTION OF SHILOH PIKE
 JU0951'(NJ STATE ROUTE 49) AND RANDOLPH ROAD.
 JU0951'
 JU0951'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 JU0951'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 3.6 MI (5.8
 JU0951'KM) WEST ON ROUTE 49 TO THE ROAD JUNCTION AND STATION ON THE LEFT.
 JU0951'THE STATION IS ALSO ABOUT 0.5 MI (0.8 KM) SOUTHEAST FROM THE CROSSROAD
 JU0951'JUNCTION IN SHILOH.
 JU0951'
 JU0951'THE STATION IS 93 FT (28.3 M) EAST OF THE CENTERLINE NORMAL TO
 JU0951'RANDOLPH ROAD, 24 FT (7.3 M) SOUTHWEST OF THE CENTERLINE OF SHILOH
 JU0951'PIKE (ROUTE 49), 52 FT (15.8 M) SOUTHWEST OF POLE NUMBER B7847, 85.7
 JU0951'FT (26.1 M) NORTHEAST OF POLE NUMBER B42595, 5 FT (1.5 M) NORTHWEST OF
 JU0951'THE CENTER OF AN INLET, 59 FT (18.0 M) SOUTHEAST OF A YIELD SIGN FOR
 JU0951'RANDOLPH ROAD, 1 FT (0.3 M) NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0656 ***********************************************************************
 KV0656  CBN         -  This is a Cooperative Base Network Control Station.
 KV0656  DESIGNATION -  LAB
 KV0656  PID         -  KV0656
 KV0656  STATE/COUNTY-  NJ/MORRIS
 KV0656  COUNTRY     -  US
 KV0656  USGS QUAD   -  MORRISTOWN (2016)
 KV0656
 KV0656                         *CURRENT SURVEY CONTROL
 KV0656  ______________________________________________________________________
 KV0656* NAD 83(2011) POSITION- 40 49 10.81592(N) 074 24 36.40865(W)   ADJUSTED
 KV0656* NAD 83(2011) ELLIP HT-    36.385 (meters)        (06/27/12)   ADJUSTED
 KV0656* NAD 83(2011) EPOCH   -  2010.00
 KV0656* NAVD 88 ORTHO HEIGHT -    69.138 (meters)      226.83  (feet) ADJUSTED
 KV0656  ______________________________________________________________________
 KV0656  GEOID HEIGHT    -        -32.756 (meters)                     GEOID18
 KV0656  NAD 83(2011) X  -  1,299,064.780 (meters)                     COMP
 KV0656  NAD 83(2011) Y  - -4,655,899.990 (meters)                     COMP
 KV0656  NAD 83(2011) Z  -  4,147,312.584 (meters)                     COMP
 KV0656  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 KV0656  DYNAMIC HEIGHT  -         69.109 (meters)      226.74  (feet) COMP
 KV0656  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 KV0656
 KV0656  VERT ORDER      -  SECOND    CLASS II
 KV0656
 KV0656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0656  Standards:
 KV0656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0656  -------------------------------------------------------------------
 KV0656  NETWORK    0.41   0.94           0.19   0.14   0.48      0.06622066
 KV0656  -------------------------------------------------------------------
 KV0656  Click here for local accuracies and other accuracy information.
 KV0656
 KV0656.The horizontal coordinates were established by GPS observations
 KV0656.and adjusted by the National Geodetic Survey in June 2012.
 KV0656
 KV0656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0656.been affixed to the stable North American tectonic plate. See 
 KV0656.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0656
 KV0656.The horizontal coordinates are valid at the epoch date displayed above
 KV0656.which is a decimal equivalence of Year/Month/Day.
 KV0656
 KV0656.The orthometric height was determined by differential leveling and
 KV0656.adjusted by the NATIONAL GEODETIC SURVEY
 KV0656.in June 1991.
 KV0656
 KV0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0656.GEOID18 height accuracy estimate available here.
 KV0656
 KV0656.Click photographs - Photos may exist for this station.
 KV0656
 KV0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0656
 KV0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0656
 KV0656.The ellipsoidal height was determined by GPS observations
 KV0656.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0656
 KV0656;                    North         East     Units Scale Factor Converg.
 KV0656;SPC NJ       -   220,527.539   157,582.432   MT  0.99990071   +0 03 31.5
 KV0656;SPC NJ       -   723,514.10    517,001.70   sFT  0.99990071   +0 03 31.5
 KV0656;UTM  18      - 4,518,906.551   549,745.451   MT  0.99963046   +0 23 08.2
 KV0656
 KV0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0656!SPC NJ       -   0.99999429  x   0.99990071  =   0.99989500
 KV0656!UTM  18      -   0.99999429  x   0.99963046  =   0.99962475
 KV0656
 KV0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4974518906(NAD 83)
 KV0656
 KV0656|---------------------------------------------------------------------|
 KV0656| PID    Reference Object                     Distance      Geod. Az  |
 KV0656|                                                           dddmmss.s |
 KV0656| KV0655 LAB RM 1                             16.560 METERS 05943     |
 KV0656| KV0657 OT                                   69.549 METERS 13533     |
 KV0656| KV0654 LAB RM 2                             11.268 METERS 14029     |
 KV0656| KV0651 LAB AZ MK                           315.279 METERS 20517     |
 KV0656| KV0658 ANTENNA ECC                          26.641 METERS 24544     |
 KV0656|---------------------------------------------------------------------|
 KV0656
 KV0656                          SUPERSEDED SURVEY CONTROL
 KV0656
 KV0656  NAD 83(2007)-  40 49 10.81613(N)    074 24 36.40926(W) AD(2002.00) 0
 KV0656  ELLIP H (02/10/07)   36.393  (m)                       GP(2002.00)    
 KV0656  ELLIP H (09/24/01)   36.368  (m)                       GP(       ) 4 1
 KV0656  NAD 83(1996)-  40 49 10.81650(N)    074 24 36.40980(W) AD(       ) B
 KV0656  ELLIP H (08/14/98)   36.404  (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              69.14   (m)          226.8    (f) LEVELING    3  
 KV0656  NGVD 29              69.42   (m)          227.8    (f) LEVELING    3  
 KV0656  NGVD 29 (11/26/84)   69.424  (m)          227.77   (f) ADJUSTED    2 0
 KV0656
 KV0656.Superseded values are not recommended for survey control.
 KV0656
 KV0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0656.See file dsdata.pdf to determine how the superseded data were derived.
 KV0656
 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  HISTORY     - 20201014 SEE DESCRIPTION  NJGS
 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.
 KV0656
 KV0656                          STATION RECOVERY (2020)
 KV0656
 KV0656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV0656'CONTACT LEONARD DOTA FOR ACCESS.  REQUIRES A FORMAL REQUEST ON COMPANY
 KV0656'LETTER HEAD WITH A MANAGERS SIGNATURE FOR ACCESS TO THE GROUNDS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0651 ***********************************************************************
 KV0651  DESIGNATION -  LAB AZ MK
 KV0651  PID         -  KV0651
 KV0651  STATE/COUNTY-  NJ/MORRIS
 KV0651  COUNTRY     -  US
 KV0651  USGS QUAD   -  MORRISTOWN (2016)
 KV0651
 KV0651                         *CURRENT SURVEY CONTROL
 KV0651  ______________________________________________________________________
 KV0651* NAD 83(1996) POSITION- 40 49 01.57430(N) 074 24 42.15405(W)   ADJUSTED
 KV0651* NAVD 88 ORTHO HEIGHT -    65.261 (meters)      214.11  (feet) ADJUSTED
 KV0651  ______________________________________________________________________
 KV0651  GEOID HEIGHT    -        -32.762 (meters)                     GEOID18
 KV0651  LAPLACE CORR    -          2.12  (seconds)                    DEFLEC18
 KV0651  DYNAMIC HEIGHT  -         65.233 (meters)      214.02  (feet) COMP
 KV0651  MODELED GRAVITY -    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 and
 KV0651.adjusted by the NATIONAL GEODETIC SURVEY
 KV0651.in June 1991.
 KV0651
 KV0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0651.GEOID18 height accuracy estimate available here.
 KV0651
 KV0651.Click photographs - Photos may exist for this station.
 KV0651
 KV0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4961218620(NAD 83)
 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              65.55   (m)          215.1    (f) LEVELING    3  
 KV0651  NGVD 29 (11/26/84)   65.547  (m)          215.05   (f) ADJUSTED    2 0
 KV0651
 KV0651.Superseded values are not recommended for survey control.
 KV0651
 KV0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0651.See file dsdata.pdf to determine how the superseded data were derived.
 KV0651
 KV0651_MARKER: DZ = AZIMUTH MARK DISK
 KV0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0651_STAMPING: LAB AZI 1960
 KV0651_MARK LOGO: CGS
 KV0651_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV0655 ***********************************************************************
 KV0655  DESIGNATION -  LAB RM 1
 KV0655  PID         -  KV0655
 KV0655  STATE/COUNTY-  NJ/MORRIS
 KV0655  COUNTRY     -  US
 KV0655  USGS QUAD   -  MORRISTOWN (2016)
 KV0655
 KV0655                         *CURRENT SURVEY CONTROL
 KV0655  ______________________________________________________________________
 KV0655* NAD 83(1986) POSITION- 40 49 11.09   (N) 074 24 35.80   (W)   HD_HELD1
 KV0655* NAVD 88 ORTHO HEIGHT -    68.407 (meters)      224.43  (feet) ADJUSTED
 KV0655  ______________________________________________________________________
 KV0655  GEOID HEIGHT    -        -32.756 (meters)                     GEOID18
 KV0655  DYNAMIC HEIGHT  -         68.377 (meters)      224.33  (feet) COMP
 KV0655  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 KV0655
 KV0655  VERT ORDER      -  SECOND    CLASS 0
 KV0655
 KV0655.The horizontal coordinates were determined by differentially corrected
 KV0655.hand held GPS observations or other comparable positioning techniques
 KV0655.and have an estimated accuracy of +/- 3 meters.
 KV0655
 KV0655.The orthometric height was determined by differential leveling and
 KV0655.adjusted by the NATIONAL GEODETIC SURVEY
 KV0655.in June 1991.
 KV0655
 KV0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0655.GEOID18 height accuracy estimate available here.
 KV0655
 KV0655.Click photographs - Photos may exist for this station.
 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       -   220,536.0     157,596.7     MT  (+/- 3 meters HH1 GPS) 
 KV0655
 KV0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4975918915(NAD 83)
 KV0655
 KV0655                          SUPERSEDED SURVEY CONTROL
 KV0655
 KV0655  NGVD 29 (11/26/84)   68.693  (m)          225.37   (f) ADJUSTED    2 0
 KV0655
 KV0655.Superseded values are not recommended for survey control.
 KV0655
 KV0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0655.See file dsdata.pdf to determine how the superseded data were derived.
 KV0655
 KV0655_MARKER: DR = REFERENCE MARK DISK
 KV0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0655_STAMPING: LAB NO 1 1960
 KV0655_MARK LOGO: CGS
 KV0655_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV0654 ***********************************************************************
 KV0654  DESIGNATION -  LAB RM 2
 KV0654  PID         -  KV0654
 KV0654  STATE/COUNTY-  NJ/MORRIS
 KV0654  COUNTRY     -  US
 KV0654  USGS QUAD   -  MORRISTOWN (2016)
 KV0654
 KV0654                         *CURRENT SURVEY CONTROL
 KV0654  ______________________________________________________________________
 KV0654* NAD 83(1986) POSITION- 40 49 10.53   (N) 074 24 36.10   (W)   HD_HELD1
 KV0654* NAVD 88 ORTHO HEIGHT -    68.181 (meters)      223.69  (feet) ADJUSTED
 KV0654  ______________________________________________________________________
 KV0654  GEOID HEIGHT    -        -32.756 (meters)                     GEOID18
 KV0654  DYNAMIC HEIGHT  -         68.151 (meters)      223.59  (feet) COMP
 KV0654  MODELED GRAVITY -    980,194.9   (mgal)                       NAVD 88
 KV0654
 KV0654  VERT ORDER      -  SECOND    CLASS 0
 KV0654
 KV0654.The horizontal coordinates were determined by differentially corrected
 KV0654.hand held GPS observations or other comparable positioning techniques
 KV0654.and have an estimated accuracy of +/- 3 meters.
 KV0654
 KV0654.The orthometric height was determined by differential leveling and
 KV0654.adjusted by the NATIONAL GEODETIC SURVEY
 KV0654.in June 1991.
 KV0654
 KV0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0654.GEOID18 height accuracy estimate available here.
 KV0654
 KV0654.Click photographs - Photos may exist for this station.
 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       -   220,518.7     157,589.7     MT  (+/- 3 meters HH1 GPS) 
 KV0654
 KV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4975218897(NAD 83)
 KV0654
 KV0654                          SUPERSEDED SURVEY CONTROL
 KV0654
 KV0654  NGVD 29 (11/26/84)   68.467  (m)          224.63   (f) ADJUSTED    2 0
 KV0654
 KV0654.Superseded values are not recommended for survey control.
 KV0654
 KV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0654.See file dsdata.pdf to determine how the superseded data were derived.
 KV0654
 KV0654_MARKER: DR = REFERENCE MARK DISK
 KV0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0654_STAMPING: LAB NO 2 1960
 KV0654_MARK LOGO: CGS
 KV0654_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 JU2655 ***********************************************************************
 JU2655  DESIGNATION -  LACEY
 JU2655  PID         -  JU2655
 JU2655  STATE/COUNTY-  NJ/OCEAN
 JU2655  COUNTRY     -  US
 JU2655  USGS QUAD   -  FORKED RIVER (2019)
 JU2655
 JU2655                         *CURRENT SURVEY CONTROL
 JU2655  ______________________________________________________________________
 JU2655* NAD 83(1996) POSITION- 39 52 02.53364(N) 074 13 54.24846(W)   ADJUSTED
 JU2655* NAVD 88 ORTHO HEIGHT -    25.    (meters)       82.    (feet) SCALED
 JU2655  ______________________________________________________________________
 JU2655  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 JU2655  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2655.GEOID18 height accuracy estimate available here.
 JU2655
 JU2655.Click photographs - Photos may exist for this station.
 JU2655
 JU2655.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2655
 JU2655. The following values were computed from the NAD 83(1996) position.
 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       -  LACEY RM 2 AZIMUTH                       110 25 36.3
 JU2655:UTM  18      -  LACEY RM 2 AZIMUTH                       110 06 22.5
 JU2655
 JU2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6570513319(NAD 83)
 JU2655
 JU2655|---------------------------------------------------------------------|
 JU2655| PID    Reference Object                     Distance      Geod. Az  |
 JU2655|                                                           dddmmss.s |
 JU2655| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.11.1 KM 0405459.9 |
 JU2655| JU2656 LARGE BUILDING CUPOLA               APPROX. 4.3 KM 0465207.3 |
 JU2655| CB2148 LACEY RM 5                           24.543 METERS 10629     |
 JU2655| CB2144 LACEY RM 1                           24.700 METERS 10629     |
 JU2655| CB2145 LACEY RM 2 AZIMUTH                                 1103555.4 |
 JU2655| JU2643 BARNEGAT WATER TANK                 APPROX.12.4 KM 1755855.8 |
 JU2655| CB2146 LACEY RM 3                           28.400 METERS 33027     |
 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
 JU2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2655.See file dsdata.pdf to determine how the superseded data were derived.
 JU2655
 JU2655_MARKER: DS = TRIANGULATION STATION DISK
 JU2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 DR1760 ***********************************************************************
 DR1760  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1760  DESIGNATION -  LACEY CBL 0
 DR1760  PID         -  DR1760
 DR1760  STATE/COUNTY-  NJ/OCEAN
 DR1760  COUNTRY     -  US
 DR1760  USGS QUAD   -  KESWICK GROVE (2019)
 DR1760
 DR1760                         *CURRENT SURVEY CONTROL
 DR1760  ______________________________________________________________________
 DR1760* NAD 83(2011) POSITION- 39 54 10.46611(N) 074 19 22.06761(W)   ADJUSTED
 DR1760* NAD 83(2011) ELLIP HT-    -5.810 (meters)        (07/29/25)   ADJUSTED
 DR1760* NAD 83(2011) EPOCH   -  2010.00
 DR1760* NAVD 88 ORTHO HEIGHT -    27.12  (meters)       89.0   (feet) GPS OBS
 DR1760  ______________________________________________________________________
 DR1760  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 DR1760  NAD 83(2011) X  -  1,323,964.102 (meters)                     COMP
 DR1760  NAD 83(2011) Y  - -4,717,356.423 (meters)                     COMP
 DR1760  NAD 83(2011) Z  -  4,069,717.584 (meters)                     COMP
 DR1760  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 DR1760
 DR1760  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1760  Standards:
 DR1760         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1760            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1760  -------------------------------------------------------------------
 DR1760  NETWORK    0.60   1.23           0.27   0.21   0.63      0.00118028
 DR1760  -------------------------------------------------------------------
 DR1760  Click here for local accuracies and other accuracy information.
 DR1760
 DR1760.The horizontal coordinates were established by GPS observations
 DR1760.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DR1760
 DR1760.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DR1760.frame has been affixed to the stable North American tectonic plate 
 DR1760
 DR1760.The horizontal coordinates are valid at the epoch date displayed above
 DR1760.which is a decimal equivalence of Year/Month/Day.
 DR1760
 DR1760.The orthometric height was determined by GPS observations and a
 DR1760.high-resolution geoid model using precise GPS observation and
 DR1760.processing techniques.
 DR1760
 DR1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1760.GEOID18 height accuracy estimate available here.
 DR1760
 DR1760.Click photographs - Photos may exist for this station.
 DR1760
 DR1760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1760
 DR1760.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1760
 DR1760.The ellipsoidal height was determined by GPS observations
 DR1760.and is referenced to NAD 83.
 DR1760
 DR1760. The following values were computed from the NAD 83(2011) position.
 DR1760
 DR1760;                    North         East     Units Scale Factor Converg.
 DR1760;SPC NJ       -   118,749.950   165,151.984   MT  0.99990283   +0 06 49.2
 DR1760;SPC NJ       -   389,598.79    541,836.13   sFT  0.99990283   +0 06 49.2
 DR1760;UTM  18      - 4,417,200.423   557,887.913   MT  0.99964125   +0 26 03.9
 DR1760
 DR1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1760!SPC NJ       -   1.00000091  x   0.99990283  =   0.99990374
 DR1760!UTM  18      -   1.00000091  x   0.99964125  =   0.99964216
 DR1760
 DR1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5788717200(NAD 83)
 DR1760
 DR1760                          SUPERSEDED SURVEY CONTROL
 DR1760
 DR1760.No superseded survey control is available for this station.
 DR1760
 DR1760_MARKER: DQ = CALIBRATION BASE LINE DISK
 DR1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR1760_STAMPING: LACEY 0 2004
 DR1760_MARK LOGO: NGS
 DR1760_PROJECTION: FLUSH
 DR1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1760+STABILITY: SURFACE MOTION
 DR1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1760+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 DR1760
 DR1760  HISTORY     - Date     Condition        Report By
 DR1760  HISTORY     - 20050823 MONUMENTED       NJGS
 DR1760  HISTORY     - 20250401 GOOD             NJGS
 DR1760
 DR1760                          STATION DESCRIPTION
 DR1760
 DR1760'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (FAC)
 DR1760'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF TOMS
 DR1760'RIVER, 4.6 MI (7.4 KM) SOUTHEAST OF WHITING AND 3.5 MI (5.6 KM)
 DR1760'SOUTH-SOUTHEAST OF KESWICK GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1760'
 DR1760'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 530 AND LACEY
 DR1760'ROAD, COUNTY ROAD 614, GO SOUTHEAST ON LACEY ROAD FOR 6.6 KM (4.1 MI)
 DR1760'TO THE MARK ON THE RIGHT ACROSS THE ROAD FROM THE BAMBER LAKES FIRE
 DR1760'COMPANY, STATION 59 SQUAD, BUILDING.
 DR1760'
 DR1760'THE MARK IS A 0.41 M (1.3 FT) ROUND CONCRETE MONUMENT, 7.7 M (25.3 FT)
 DR1760'SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING OF LACEY ROAD, 4.7 M (15.4
 DR1760'FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER JC 90138L, 21.5 M (70.5
 DR1760'FT) SOUTHWEST FROM AND ACROSS THE ROAD FROM WOOD UTILITY POLE NUMBER
 DR1760'JC 1029L, 53.6 M (175.9 FT) NORTH FROM WOOD UTILITY POLE NUMBER 90139L
 DR1760'AND 1.0 M (3.3 FT) NORTHEAST FROM A METAL WITNESS POST WITH ATTACHED
 DR1760'SIGN.
 DR1760'
 DR1760'FOR INFORMATION, CONTACT MR. DANIEL J. MARTIN, NOAA/NOS/NATIONAL
 DR1760'GEODETIC SURVEY'S NORTHEAST REGIONAL ADVISOR, MOBILE (240) 676-4762
 DR1760'DAN.MARTIN(AT)NOAA.GOV.
 DR1760
 DR1760                          STATION RECOVERY (2025)
 DR1760
 DR1760'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DR1760'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF TOMS
 DR1760'RIVER, 4.6 MI (7.4 KM) SOUTHEAST OF WHITING AND 3.5 MI (5.6 KM)
 DR1760'SOUTH-SOUTHEAST OF KESWICK GROVE, IN LACEY TOWNSHIP.
 DR1760'
 DR1760'TO REACH THE MARK FROM THE INTERSECTION OF PINEWALD KESWICK ROAD
 DR1760'(COUNTY ROAD 530) AND LACEY ROAD (COUNTY ROAD 614), GO SOUTHEAST ON
 DR1760'LACEY ROAD FOR 4.2 MI (6.8 KM) TO THE MARK ON THE RIGHT ACROSS THE
 DR1760'ROAD FROM THE BAMBER LAKES FIRE COMPANY, STATION 59 SQUAD, BUILDING.
 DR1760'
 DR1760'THE STATION IS ALSO ABOUT 0.2 MI (0.3 KM) NORTHWEST OF THE JUNCTION OF
 DR1760'LACEY ROAD AND DOVER ROAD.
 DR1760'
 DR1760'THE MARK IS A 1.3 FT (0.4 M) ROUND CONCRETE MONUMENT, 7.7 M (25.3 FT)
 DR1760'SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING OF LACEY ROAD, 15.4 FT
 DR1760'(4.7 M) NORTHEAST FROM WOOD UTILITY POLE NUMBER JC 90138L, 70.5 FT
 DR1760'(21.5 M) SOUTHWEST FROM AND ACROSS THE ROAD FROM WOOD UTILITY POLE
 DR1760'NUMBER JC 1029L, 175.9 FT (53.6 M) NORTH FROM WOOD UTILITY POLE NUMBER
 DR1760'90139L AND 1.0 M (3.3 FT) NORTHEAST FROM A METAL WITNESS POST WITH
 DR1760'ATTACHED SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR1761 ***********************************************************************
 DR1761  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1761  DESIGNATION -  LACEY CBL 1000
 DR1761  PID         -  DR1761
 DR1761  STATE/COUNTY-  NJ/OCEAN
 DR1761  COUNTRY     -  US
 DR1761  USGS QUAD   -  KESWICK GROVE (2019)
 DR1761
 DR1761                         *CURRENT SURVEY CONTROL
 DR1761  ______________________________________________________________________
 DR1761* NAD 83(2011) POSITION- 39 54 34.71872(N) 074 19 50.00667(W)   ADJUSTED
 DR1761* NAD 83(2011) ELLIP HT-    -1.478 (meters)        (07/29/25)   ADJUSTED
 DR1761* NAD 83(2011) EPOCH   -  2010.00
 DR1761* NAVD 88 ORTHO HEIGHT -    31.44  (meters)      103.1   (feet) GPS OBS
 DR1761  ______________________________________________________________________
 DR1761  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 DR1761  NAD 83(2011) X  -  1,323,196.402 (meters)                     COMP
 DR1761  NAD 83(2011) Y  - -4,717,076.874 (meters)                     COMP
 DR1761  NAD 83(2011) Z  -  4,070,294.158 (meters)                     COMP
 DR1761  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DR1761
 DR1761  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1761  Standards:
 DR1761         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1761            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1761  -------------------------------------------------------------------
 DR1761  NETWORK    0.45   0.96           0.20   0.16   0.49     -0.04027613
 DR1761  -------------------------------------------------------------------
 DR1761  Click here for local accuracies and other accuracy information.
 DR1761
 DR1761.The horizontal coordinates were established by GPS observations
 DR1761.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DR1761
 DR1761.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DR1761.frame has been affixed to the stable North American tectonic plate 
 DR1761
 DR1761.The horizontal coordinates are valid at the epoch date displayed above
 DR1761.which is a decimal equivalence of Year/Month/Day.
 DR1761
 DR1761.The orthometric height was determined by GPS observations and a
 DR1761.high-resolution geoid model using precise GPS observation and
 DR1761.processing techniques.
 DR1761
 DR1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1761.GEOID18 height accuracy estimate available here.
 DR1761
 DR1761.Click photographs - Photos may exist for this station.
 DR1761
 DR1761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1761
 DR1761.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1761
 DR1761.The ellipsoidal height was determined by GPS observations
 DR1761.and is referenced to NAD 83.
 DR1761
 DR1761. The following values were computed from the NAD 83(2011) position.
 DR1761
 DR1761;                    North         East     Units Scale Factor Converg.
 DR1761;SPC NJ       -   119,496.598   164,486.965   MT  0.99990258   +0 06 31.4
 DR1761;SPC NJ       -   392,048.42    539,654.32   sFT  0.99990258   +0 06 31.4
 DR1761;UTM  18      - 4,417,943.142   557,218.898   MT  0.99964030   +0 25 46.2
 DR1761
 DR1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1761!SPC NJ       -   1.00000023  x   0.99990258  =   0.99990281
 DR1761!UTM  18      -   1.00000023  x   0.99964030  =   0.99964053
 DR1761
 DR1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5721817943(NAD 83)
 DR1761
 DR1761                          SUPERSEDED SURVEY CONTROL
 DR1761
 DR1761.No superseded survey control is available for this station.
 DR1761
 DR1761_MARKER: DQ = CALIBRATION BASE LINE DISK
 DR1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR1761_STAMPING: LACEY 1000 2004
 DR1761_MARK LOGO: NGS
 DR1761_PROJECTION: FLUSH
 DR1761_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1761+STABILITY: SURFACE MOTION
 DR1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1761+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 DR1761
 DR1761  HISTORY     - Date     Condition        Report By
 DR1761  HISTORY     - 20050823 MONUMENTED       NJGS
 DR1761  HISTORY     - 20250401 GOOD             NJGS
 DR1761
 DR1761                          STATION DESCRIPTION
 DR1761
 DR1761'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (FAC)
 DR1761'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF LAKEHURST, 4.0 MI
 DR1761'(6.4 KM) SOUTHEAST OF WHITING AND 2.9 MI (4.7 KM) SOUTH-SOUTHEAST OF
 DR1761'KESWICK GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1761'
 DR1761'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 530 AND LACEY
 DR1761'ROAD, COUNTY ROAD 614, GO SOUTHEAST ON LACEY ROAD FOR 6.6 KM (4.1 MI)
 DR1761'TO THE O-METER MARK ON THE RIGHT ACROSS THE ROAD FROM THE BAMBER LAKES
 DR1761'FIRE COMPANY BUILDING, STATION 59 SQUAD.
 DR1761'
 DR1761'THE MARK IS A 0.41 M (1.3 FT) ROUND CONCRETE MONUMENT, 1000 M (3280.8
 DR1761'FT) NORTHWEST FROM THE 0-METER MARK, 7.5 M (24.6 FT) SOUTHWEST FROM
 DR1761'THE SOUTHWEST EDGE OF PAVING OF LACEY ROAD, 19.9 M (65.3 FT) SOUTHEAST
 DR1761'FROM WOOD UTILITY POLE NUMBER JC 90119L, 34.8 M (114.2 FT) NORTH FROM
 DR1761'WOOD UTILITY POLE NUMBER JC 90120L AND 1.0 M (3.3 FT) NORTHEAST FROM A
 DR1761'METAL WITNESS POST WITH ATTACHED SIGN.
 DR1761'
 DR1761'FOR INFORMATION, CONTACT MR. DANIEL J. MARTIN, NOAA/NOS/NATIONAL
 DR1761'GEODETIC SURVEY'S NORTHEAST REGIONAL ADVISOR, MOBILE (240) 676-4762
 DR1761'DAN.MARTIN(AT)NOAA.GOV.
 DR1761
 DR1761                          STATION RECOVERY (2025)
 DR1761
 DR1761'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DR1761'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF TOMS
 DR1761'RIVER, 4.6 MI (7.4 KM) SOUTHEAST OF WHITING AND 3.5 MI (5.6 KM)
 DR1761'SOUTH-SOUTHEAST OF KESWICK GROVE, IN LACEY TOWNSHIP.
 DR1761'
 DR1761'TO REACH THE MARK FROM THE INTERSECTION OF PINEWALD KESWICK ROAD
 DR1761'(COUNTY ROAD 530) AND LACEY ROAD (COUNTY ROAD 614), GO SOUTHEAST ON
 DR1761'LACEY ROAD FOR 3.6 MI (5.8 KM) TO THE MARK ON THE RIGHT.
 DR1761'
 DR1761'THE STATION IS ALSO ABOUT 0.8 MI (1.3 KM) NORTHWEST OF THE JUNCTION OF
 DR1761'LACEY ROAD AND DOVER ROAD.
 DR1761'
 DR1761'THE STATION IS 24.6 FT (7.5 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 DR1761'PAVING OF LACEY ROAD, 65.3 FT (19.9 M) SOUTHEAST OF POLE NUMBER
 DR1761'JC90119L, 114.2 FT (34.8 M) NORTH OF POLE NUMBER JC90120L, ABOUT 225
 DR1761'FT (68.6 M) NORTHWEST OF THE CENTERLINE OF THE ENTRANCE DRIVEWAY,
 DR1761'HUMANE WAY, LEADING TO POPCORN PARK ZOO, 2 FT (0.6 M) EAST OF A
 DR1761'WITNESS SIGN AND POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR1762 ***********************************************************************
 DR1762  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1762  DESIGNATION -  LACEY CBL 150
 DR1762  PID         -  DR1762
 DR1762  STATE/COUNTY-  NJ/OCEAN
 DR1762  COUNTRY     -  US
 DR1762  USGS QUAD   -  KESWICK GROVE (2019)
 DR1762
 DR1762                         *CURRENT SURVEY CONTROL
 DR1762  ______________________________________________________________________
 DR1762* NAD 83(2011) POSITION- 39 54 14.10232(N) 074 19 26.25658(W)   ADJUSTED
 DR1762* NAD 83(2011) ELLIP HT-    -5.848 (meters)        (07/29/25)   ADJUSTED
 DR1762* NAD 83(2011) EPOCH   -  2010.00
 DR1762* NAVD 88 ORTHO HEIGHT -    27.08  (meters)       88.8   (feet) GPS OBS
 DR1762  ______________________________________________________________________
 DR1762  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 DR1762  NAD 83(2011) X  -  1,323,848.851 (meters)                     COMP
 DR1762  NAD 83(2011) Y  - -4,717,314.014 (meters)                     COMP
 DR1762  NAD 83(2011) Z  -  4,069,803.593 (meters)                     COMP
 DR1762  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 DR1762
 DR1762  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1762  Standards:
 DR1762         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1762            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1762  -------------------------------------------------------------------
 DR1762  NETWORK    0.52   1.27           0.24   0.18   0.65     -0.00425169
 DR1762  -------------------------------------------------------------------
 DR1762  Click here for local accuracies and other accuracy information.
 DR1762
 DR1762.The horizontal coordinates were established by GPS observations
 DR1762.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DR1762
 DR1762.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DR1762.frame has been affixed to the stable North American tectonic plate 
 DR1762
 DR1762.The horizontal coordinates are valid at the epoch date displayed above
 DR1762.which is a decimal equivalence of Year/Month/Day.
 DR1762
 DR1762.The orthometric height was determined by GPS observations and a
 DR1762.high-resolution geoid model using precise GPS observation and
 DR1762.processing techniques.
 DR1762
 DR1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1762.GEOID18 height accuracy estimate available here.
 DR1762
 DR1762.Click photographs - Photos may exist for this station.
 DR1762
 DR1762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1762
 DR1762.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1762
 DR1762.The ellipsoidal height was determined by GPS observations
 DR1762.and is referenced to NAD 83.
 DR1762
 DR1762. The following values were computed from the NAD 83(2011) position.
 DR1762
 DR1762;                    North         East     Units Scale Factor Converg.
 DR1762;SPC NJ       -   118,861.892   165,052.268   MT  0.99990279   +0 06 46.5
 DR1762;SPC NJ       -   389,966.06    541,508.98   sFT  0.99990279   +0 06 46.5
 DR1762;UTM  18      - 4,417,311.776   557,787.597   MT  0.99964111   +0 26 01.3
 DR1762
 DR1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1762!SPC NJ       -   1.00000092  x   0.99990279  =   0.99990371
 DR1762!UTM  18      -   1.00000092  x   0.99964111  =   0.99964203
 DR1762
 DR1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5778717311(NAD 83)
 DR1762
 DR1762                          SUPERSEDED SURVEY CONTROL
 DR1762
 DR1762.No superseded survey control is available for this station.
 DR1762
 DR1762_MARKER: DQ = CALIBRATION BASE LINE DISK
 DR1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR1762_STAMPING: LACEY 150 2004
 DR1762_MARK LOGO: NGS
 DR1762_PROJECTION: FLUSH
 DR1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1762+STABILITY: SURFACE MOTION
 DR1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1762+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 DR1762
 DR1762  HISTORY     - Date     Condition        Report By
 DR1762  HISTORY     - 20050823 MONUMENTED       NJGS
 DR1762  HISTORY     - 20250401 GOOD             NJGS
 DR1762
 DR1762                          STATION DESCRIPTION
 DR1762
 DR1762'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (FAC)
 DR1762'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF TOMS
 DR1762'RIVER, 4.5 MI (7.2 KM) SOUTHEAST OF WHITING AND 3.4 MI (5.5 KM)
 DR1762'SOUTH-SOUTHEAST OF KESWICK GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1762'
 DR1762'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 530 AND LACEY
 DR1762'ROAD, COUNTY ROAD 614, GO SOUTHEAST ON LACEY ROAD FOR 6.6 KM (4.1 MI)
 DR1762'TO THE O-METER MARK ON THE RIGHT ACROSS THE ROAD FROM THE BAMBER LAKES
 DR1762'FIRE COMPANY BUILDING, STATION 59 SQUAD.
 DR1762'
 DR1762'THE MARK IS A 0.41 M (1.3 FT) ROUND CONCRETE MONUMENT, 150 M (492.1
 DR1762'FT) NORTHWEST FROM THE 0-METER MARK, 7.9 M (25.9 FT) SOUTHWEST FROM
 DR1762'THE SOUTHWEST EDGE OF PAVING OF LACEY ROAD, 24.6 M (80.7 FT) SOUTH
 DR1762'FROM A VERTICAL RECTANGULAR TRAFFIC SIGN FOR MILE POST 4 ON THE
 DR1762'SOUTHWEST SIDE OF LACEY ROAD, 43.1 M (141.4 FT) NORTH FROM WOOD
 DR1762'UTILITY POLE NUMBER JC 90136, 11.1 M (36.4 FT) SOUTHEAST FROM WOOD
 DR1762'UTILITY POLE NUMBER JC 90135 AND 1.0 M (3.3 FT) NORTHEAST FROM A METAL
 DR1762'WITNESS POST WITH ATTACHED SIGN.
 DR1762'
 DR1762'FOR INFORMATION, CONTACT MR. DANIEL J. MARTIN, NOAA/NOS/NATIONAL
 DR1762'GEODETIC SURVEY'S NORTHEAST REGIONAL ADVISOR, MOBILE (240) 676-4762
 DR1762'DAN.MARTIN(AT)NOAA.GOV.
 DR1762
 DR1762                          STATION RECOVERY (2025)
 DR1762
 DR1762'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DR1762'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF TOMS
 DR1762'RIVER, 4.6 MI (7.4 KM) SOUTHEAST OF WHITING AND 3.5 MI (5.6 KM)
 DR1762'SOUTH-SOUTHEAST OF KESWICK GROVE, IN LACEY TOWNSHIP.
 DR1762'
 DR1762'TO REACH THE MARK FROM THE INTERSECTION OF PINEWALD KESWICK ROAD
 DR1762'(COUNTY ROAD 530) AND LACEY ROAD (COUNTY ROAD 614), GO SOUTHEAST ON
 DR1762'LACEY ROAD FOR 4.15 MI (6.68 KM) TO THE MARK ON THE RIGHT ACROSS THE
 DR1762'ROAD FROM A DRIVEWAY LEADING TO HOUSE NUMBER 2644.
 DR1762'
 DR1762'THE STATION IS ALSO ABOUT 0.3 MI (0.5 KM) NORTHWEST OF THE JUNCTION OF
 DR1762'LACEY ROAD AND DOVER ROAD.
 DR1762'
 DR1762'THE STATION IS 26 FT (7.9 M) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 DR1762'PAVING OF LACEY ROAD, 80.7 FT (24.6 M) SOUTH OF MILEPOST 4 SIGN FOR
 DR1762'SOUTHBOUND LANES OF LACEY ROAD, 141 FT (43.0 M) NORTH OF POLE NUMBER
 DR1762'JC90136, 36.4 FT (11.1 M) SOUTHEAST OF POLE NUMBER JC90135, 1 FT (0.3
 DR1762'M) NORTHEAST OF METAL WITNESS POST AND SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR1763 ***********************************************************************
 DR1763  HT_MOD      -  This is a Height Modernization Survey Station.
 DR1763  DESIGNATION -  LACEY CBL 400
 DR1763  PID         -  DR1763
 DR1763  STATE/COUNTY-  NJ/OCEAN
 DR1763  COUNTRY     -  US
 DR1763  USGS QUAD   -  KESWICK GROVE (2019)
 DR1763
 DR1763                         *CURRENT SURVEY CONTROL
 DR1763  ______________________________________________________________________
 DR1763* NAD 83(2011) POSITION- 39 54 20.16516(N) 074 19 33.24179(W)   ADJUSTED
 DR1763* NAD 83(2011) ELLIP HT-    -5.508 (meters)        (07/29/25)   ADJUSTED
 DR1763* NAD 83(2011) EPOCH   -  2010.00
 DR1763* NAVD 88 ORTHO HEIGHT -    27.42  (meters)       90.0   (feet) GPS OBS
 DR1763  ______________________________________________________________________
 DR1763  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 DR1763  NAD 83(2011) X  -  1,323,656.759 (meters)                     COMP
 DR1763  NAD 83(2011) Y  - -4,717,243.598 (meters)                     COMP
 DR1763  NAD 83(2011) Z  -  4,069,947.255 (meters)                     COMP
 DR1763  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 DR1763
 DR1763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR1763  Standards:
 DR1763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR1763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR1763  -------------------------------------------------------------------
 DR1763  NETWORK    0.48   1.08           0.22   0.16   0.55      0.01086495
 DR1763  -------------------------------------------------------------------
 DR1763  Click here for local accuracies and other accuracy information.
 DR1763
 DR1763.The horizontal coordinates were established by GPS observations
 DR1763.and adjusted by the NEW JERSEY GEODETIC SURVEY in July 2025.
 DR1763
 DR1763.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DR1763.frame has been affixed to the stable North American tectonic plate 
 DR1763
 DR1763.The horizontal coordinates are valid at the epoch date displayed above
 DR1763.which is a decimal equivalence of Year/Month/Day.
 DR1763
 DR1763.The orthometric height was determined by GPS observations and a
 DR1763.high-resolution geoid model using precise GPS observation and
 DR1763.processing techniques.
 DR1763
 DR1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1763.GEOID18 height accuracy estimate available here.
 DR1763
 DR1763.Click photographs - Photos may exist for this station.
 DR1763
 DR1763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1763
 DR1763.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR1763
 DR1763.The ellipsoidal height was determined by GPS observations
 DR1763.and is referenced to NAD 83.
 DR1763
 DR1763. The following values were computed from the NAD 83(2011) position.
 DR1763
 DR1763;                    North         East     Units Scale Factor Converg.
 DR1763;SPC NJ       -   119,048.541   164,885.995   MT  0.99990273   +0 06 42.1
 DR1763;SPC NJ       -   390,578.42    540,963.47   sFT  0.99990273   +0 06 42.1
 DR1763;UTM  18      - 4,417,497.443   557,620.326   MT  0.99964087   +0 25 56.9
 DR1763
 DR1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1763!SPC NJ       -   1.00000086  x   0.99990273  =   0.99990359
 DR1763!UTM  18      -   1.00000086  x   0.99964087  =   0.99964173
 DR1763
 DR1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5762017497(NAD 83)
 DR1763
 DR1763                          SUPERSEDED SURVEY CONTROL
 DR1763
 DR1763.No superseded survey control is available for this station.
 DR1763
 DR1763_MARKER: DQ = CALIBRATION BASE LINE DISK
 DR1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR1763_STAMPING: LACEY 400 2004
 DR1763_MARK LOGO: NGS
 DR1763_PROJECTION: FLUSH
 DR1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1763+STABILITY: SURFACE MOTION
 DR1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1763+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2025
 DR1763
 DR1763  HISTORY     - Date     Condition        Report By
 DR1763  HISTORY     - 20050823 MONUMENTED       NJGS
 DR1763  HISTORY     - 20250401 GOOD             NJGS
 DR1763
 DR1763                          STATION DESCRIPTION
 DR1763
 DR1763'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (FAC)
 DR1763'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF TOMS
 DR1763'RIVER, 4.4 MI (7.1 KM) SOUTHEAST OF WHITING AND 3.3 MI (5.3 KM)
 DR1763'SOUTH-SOUTHEAST OF KESWICK GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1763'
 DR1763'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 530 AND LACEY
 DR1763'ROAD, COUNTY ROAD 614, GO SOUTHEAST ON LACEY ROAD FOR 6.6 KM (4.1 MI)
 DR1763'TO THE O-METER MARK ON THE RIGHT ACROSS THE ROAD FROM THE BAMBER LAKES
 DR1763'FIRE COMPANY BUILDING, STATION 59 SQUAD.
 DR1763'
 DR1763'THE MARK IS A 0.41 M (1.3 FT) ROUND CONCRETE MONUMENT, 400 M (1312.3
 DR1763'FT) NORTHWEST FROM THE 0-METER MARK, 8.1 M (26.6 FT) SOUTHWEST FROM
 DR1763'THE SOUTHWEST EDGE OF PAVING OF LACEY ROAD, 26.9 M (88.3 FT) SOUTHEAST
 DR1763'FROM WOOD UTILITY POLE NUMBER JC 90130L, 27.4 M (89.9 FT) NORTH FROM
 DR1763'WOOD UTILITY POLE NUMBER JC 90131L, 25.2 M (82.7 FT) WEST AND ACROSS
 DR1763'THE ROAD FROM WOOD UTILITY POLE NUMBER JC 1022L AND 1.0 M (3.3 FT)
 DR1763'NORTHEAST FROM A METAL WITNESS POST WITH ATTACHED SIGN.
 DR1763'
 DR1763'FOR INFORMATION, CONTACT MR. DANIEL J. MARTIN, NOAA/NOS/NATIONAL
 DR1763'GEODETIC SURVEY'S NORTHEAST REGIONAL ADVISOR, MOBILE (240) 676-4762
 DR1763'DAN.MARTIN(AT)NOAA.GOV.
 DR1763
 DR1763                          STATION RECOVERY (2025)
 DR1763
 DR1763'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DR1763'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF TOMS
 DR1763'RIVER, 4.6 MI (7.4 KM) SOUTHEAST OF WHITING AND 3.5 MI (5.6 KM)
 DR1763'SOUTH-SOUTHEAST OF KESWICK GROVE, IN LACEY TOWNSHIP.
 DR1763'
 DR1763'TO REACH THE MARK FROM THE INTERSECTION OF PINEWALD KESWICK ROAD
 DR1763'(COUNTY ROAD 530) AND LACEY ROAD (COUNTY ROAD 614), GO SOUTHEAST ON
 DR1763'LACEY ROAD FOR ABOUT 4.0 MI (6.4 KM) TO THE MARK ON THE RIGHT.
 DR1763'
 DR1763'THE STATION IS ALSO ABOUT 0.45 MI (0.72 KM) NORTHWEST OF THE JUNCTION
 DR1763'OF LACEY ROAD AND DOVER ROAD.
 DR1763'
 DR1763'THE STATION IS 26.6 FT (8.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 DR1763'PAVING OFLACEY ROAD, 88.2 FT (26.9 M) SOUTHEAST OF POLE NUMBER
 DR1763'JC90130L, 89.9 FT (27.4 M) NORTH OF POLE NUMBER 90131L, 82.7 FT (25.2
 DR1763'M) WEST AND ACROSS THE ROAD FROM POLE NUMBER JC1022L, 1 FT (0.3 M)
 DR1763'EAST OF A METAL WITNESS SIGN AND POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4012 ***********************************************************************
 KV4012  DESIGNATION -  LACK
 KV4012  PID         -  KV4012
 KV4012  STATE/COUNTY-  NJ/BERGEN
 KV4012  COUNTRY     -  US
 KV4012  USGS QUAD   -  WEEHAWKEN (2016)
 KV4012
 KV4012                         *CURRENT SURVEY CONTROL
 KV4012  ______________________________________________________________________
 KV4012* NAD 83(1996) POSITION- 40 46 45.66370(N) 074 05 29.39376(W)   ADJUSTED
 KV4012* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4012  ______________________________________________________________________
 KV4012  GEOID HEIGHT    -        -32.071 (meters)                     GEOID18
 KV4012  LAPLACE CORR    -          6.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4012.GEOID18 height accuracy estimate available here.
 KV4012
 KV4012.Click photographs - Photos may exist for this station.
 KV4012
 KV4012.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4012
 KV4012. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7666114660(NAD 83)
 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
 KV4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4012.See file dsdata.pdf to determine how the superseded data were derived.
 KV4012
 KV4012_MARKER: DS = TRIANGULATION STATION DISK
 KV4012_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4012_STAMPING: LACK
 KV4012_MARK LOGO: CGS
 KV4012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4276 ***********************************************************************
 KV4276  DESIGNATION -  LADEW
 KV4276  PID         -  KV4276
 KV4276  STATE/COUNTY-  NJ/ESSEX
 KV4276  COUNTRY     -  US
 KV4276  USGS QUAD   -  JERSEY CITY (2019)
 KV4276
 KV4276                         *CURRENT SURVEY CONTROL
 KV4276  ______________________________________________________________________
 KV4276* NAD 83(1996) POSITION- 40 44 03.47773(N) 074 07 14.36062(W)   ADJUSTED
 KV4276* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4276  ______________________________________________________________________
 KV4276  GEOID HEIGHT    -        -32.171 (meters)                     GEOID18
 KV4276  LAPLACE CORR    -          6.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4276.GEOID18 height accuracy estimate available here.
 KV4276
 KV4276.Click photographs - Photos may exist for this station.
 KV4276
 KV4276.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4276
 KV4276. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000463  x   0.99991263  =   0.99991726
 KV4276!SPC NY L     -   1.00000463  x   0.99999693  =   1.00000156
 KV4276!UTM  18      -   1.00000463  x   0.99966786  =   0.99967249
 KV4276
 KV4276:                Primary Azimuth Mark                     Grid Az
 KV4276:SPC NJ       -  CENTRAL                                  184 04 26.2
 KV4276:SPC NY L     -  CENTRAL                                  184 24 01.5
 KV4276:UTM  18      -  CENTRAL                                  183 44 51.6
 KV4276
 KV4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7425009634(NAD 83)
 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  USSD        -  40 44 03.48900(N)    074 07 15.74500(W) AD(       ) 3
 KV4276
 KV4276.Superseded values are not recommended for survey control.
 KV4276
 KV4276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4276.See file dsdata.pdf to determine how the superseded data were derived.
 KV4276
 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 = JULY 24, 2026 22:12:30 EDT
 KV4274 ***********************************************************************
 KV4274  DESIGNATION -  LADEW CHIMNEY
 KV4274  PID         -  KV4274
 KV4274  STATE/COUNTY-  NJ/ESSEX
 KV4274  COUNTRY     -  US
 KV4274  USGS QUAD   -  JERSEY CITY (2019)
 KV4274
 KV4274                         *CURRENT SURVEY CONTROL
 KV4274  ______________________________________________________________________
 KV4274* NAD 83(1996) POSITION- 40 44 04.03478(N) 074 07 10.93224(W)   ADJUSTED
 KV4274  ______________________________________________________________________
 KV4274  GEOID HEIGHT    -        -32.168 (meters)                     GEOID18
 KV4274  LAPLACE CORR    -          6.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4274.GEOID18 height accuracy estimate available here.
 KV4274
 KV4274.Click photographs - Photos may exist for this station.
 KV4274
 KV4274.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4274
 KV4274. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7433109652(NAD 83)
 KV4274
 KV4274                          SUPERSEDED SURVEY CONTROL
 KV4274
 KV4274  NAD 83(1996)-  40 44 04.03464(N)    074 07 10.93239(W) AD(       ) 3
 KV4274  NAD 83(1996)-  40 44 04.03432(N)    074 07 10.93499(W) AD(       ) 3
 KV4274  NAD 83(1992)-  40 44 04.03348(N)    074 07 10.93570(W) AD(       ) 3
 KV4274  NAD 83(1986)-  40 44 04.03309(N)    074 07 10.93700(W) AD(       ) 3
 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
 KV4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4274.See file dsdata.pdf to determine how the superseded data were derived.
 KV4274
 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 = JULY 24, 2026 22:12:30 EDT
 KV4741 ***********************************************************************
 KV4741  DESIGNATION -  LAFAYETTE
 KV4741  PID         -  KV4741
 KV4741  STATE/COUNTY-  NJ/ESSEX
 KV4741  COUNTRY     -  US
 KV4741  USGS QUAD   -  ELIZABETH (2016)
 KV4741
 KV4741                         *CURRENT SURVEY CONTROL
 KV4741  ______________________________________________________________________
 KV4741* NAD 83(1996) POSITION- 40 43 47.33345(N) 074 09 48.64233(W)   ADJUSTED
 KV4741* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 KV4741  ______________________________________________________________________
 KV4741  GEOID HEIGHT    -        -32.295 (meters)                     GEOID18
 KV4741  LAPLACE CORR    -          5.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4741.GEOID18 height accuracy estimate available here.
 KV4741
 KV4741.Click photographs - Photos may exist for this station.
 KV4741
 KV4741.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4741
 KV4741. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000371  x   0.99990994  =   0.99991365
 KV4741!SPC NY L     -   1.00000371  x   0.99999709  =   1.00000080
 KV4741!UTM  18      -   1.00000371  x   0.99966141  =   0.99966512
 KV4741
 KV4741:                Primary Azimuth Mark                     Grid Az
 KV4741:SPC NJ       -  NEWARK AIRPORT AERO BEACON               174 08 25.8
 KV4741:SPC NY L     -  NEWARK AIRPORT AERO BEACON               174 28 01.2
 KV4741:UTM  18      -  NEWARK AIRPORT AERO BEACON               173 48 51.2
 KV4741
 KV4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7063609101(NAD 83)
 KV4741
 KV4741|---------------------------------------------------------------------|
 KV4741| PID    Reference Object                     Distance      Geod. Az  |
 KV4741|                                                           dddmmss.s |
 KV4741| KV4139 HARRISON CLARK THREAD CHIMNEY       APPROX. 2.5 KM 0024759.2 |
 KV4741| CB5242 LAFAYETTE RM 1                       17.010 METERS 02942     |
 KV4741| KV4118 KEARNY WLWL WEST RADIO TOWER        APPROX. 5.3 KM 0545052.1 |
 KV4741| KV4116 KEARNY WLWL EAST RADIO TOWER        APPROX. 5.4 KM 0551137.2 |
 KV4741| KV4680 NEWARK AMER AGRIC CHEM CHIM         APPROX. 2.6 KM 0633128.4 |
 KV4741| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 7.3 KM 0634723.9 |
 KV4741| KV4348 KEARNY POINT WOR W RADIO TOWER      APPROX. 4.9 KM 0900306.6 |
 KV4741| KV4344 KEARNY POINT WOR E RADIO TOWER      APPROX. 5.0 KM 0903107.7 |
 KV4741| KV4746 NEWARK CELLULOID CO W CHIM          APPROX. 1.1 KM 0915008.1 |
 KV4741| KV4749 NEWARK CELLULOID CO E CHIM          APPROX. 1.1 KM 0920629.6 |
 KV4741| KV4759 NEWARK HENSLER BREWERY FLAG         APPROX. 1.0 KM 1145112.6 |
 KV4741| KV4290 NEWARK BAY CHAMBERL FLY CHIM        APPROX. 6.3 KM 1185651.0 |
 KV4741| CB5244 LAFAYETTE RM 3                       21.680 METERS 12050     |
 KV4741| KV4770 NEWARK MEADOW BALL BLUE CHIM        APPROX. 2.1 KM 1272648.4 |
 KV4741| KV4780 NEWARK AIRPORT AERO BEACON          APPROX. 2.7 KM 1742136.2 |
 KV4741| KV4748 ELIZABETH H V WALKER TALL TANK      APPROX. 6.7 KM 2012357.7 |
 KV4741| KV4747 ELIZABETH HITCHINGS CO TANK         APPROX. 6.8 KM 2042039.4 |
 KV4741| KV4752 ELIZABETH HITCHINGS CO CHIMNEY      APPROX. 6.8 KM 2043524.4 |
 KV4741| KV4773 NEWARK MERCHANTS REFRIG TANK        APPROX. 1.8 KM 2095414.7 |
 KV4741| KV4774 NEWARK KREBS PIGMENT CHIM           APPROX. 1.9 KM 2141203.5 |
 KV4741| KV4769 NEWARK MURPHY AND CO CHIMNEY        APPROX. 0.8 KM 2201601.0 |
 KV4741| KV4771 NEWARK SEARS ROEBUCK FLAGPOLE       APPROX. 2.7 KM 2382203.3 |
 KV4741| KV4775 NEWARK BETH ISRAEL HOSP CUPOLA      APPROX. 4.7 KM 2431335.1 |
 KV4741| KV4758 NEWARK MEDICAL TOWER                APPROX. 1.3 KM 2572446.6 |
 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
 KV4741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4741.See file dsdata.pdf to determine how the superseded data were derived.
 KV4741
 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 = JULY 24, 2026 22:12:30 EDT
 KV4189 ***********************************************************************
 KV4189  DESIGNATION -  LAKE
 KV4189  PID         -  KV4189
 KV4189  STATE/COUNTY-  NJ/BERGEN
 KV4189  COUNTRY     -  US
 KV4189  USGS QUAD   -  ORANGE (2016)
 KV4189
 KV4189                         *CURRENT SURVEY CONTROL
 KV4189  ______________________________________________________________________
 KV4189* NAD 83(1996) POSITION- 40 49 12.91009(N) 074 07 32.36033(W)   ADJUSTED
 KV4189* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV4189  ______________________________________________________________________
 KV4189  GEOID HEIGHT    -        -32.163 (meters)                     GEOID18
 KV4189  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4189.GEOID18 height accuracy estimate available here.
 KV4189
 KV4189.Click photographs - Photos may exist for this station.
 KV4189
 KV4189.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4189
 KV4189. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967122
 KV4189
 KV4189:                Primary Azimuth Mark                     Grid Az
 KV4189:SPC NJ       -  ROOT                                     251 21 37.6
 KV4189:SPC NY L     -  ROOT                                     251 41 14.4
 KV4189:UTM  18      -  ROOT                                     251 02 00.8
 KV4189
 KV4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7373319171(NAD 83)
 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  USSD        -  40 49 12.92800(N)    074 07 33.73600(W) AD(       ) 3
 KV4189
 KV4189.Superseded values are not recommended for survey control.
 KV4189
 KV4189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4189.See file dsdata.pdf to determine how the superseded data were derived.
 KV4189
 KV4189_MARKER: DS = TRIANGULATION STATION DISK
 KV4189_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4189_MARK LOGO: CGS
 KV4189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5302 ***********************************************************************
 KV5302  DESIGNATION -  LAKEHURST AIRPORT PWR HSE STK
 KV5302  PID         -  KV5302
 KV5302  STATE/COUNTY-  NJ/OCEAN
 KV5302  COUNTRY     -  US
 KV5302  USGS QUAD   -  LAKEHURST (2019)
 KV5302
 KV5302                         *CURRENT SURVEY CONTROL
 KV5302  ______________________________________________________________________
 KV5302* NAD 83(1996) POSITION- 40 02 02.20270(N) 074 18 53.69071(W)   ADJUSTED
 KV5302  ______________________________________________________________________
 KV5302  GEOID HEIGHT    -        -32.757 (meters)                     GEOID18
 KV5302  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5302.GEOID18 height accuracy estimate available here.
 KV5302
 KV5302.Click photographs - Photos may exist for this station.
 KV5302
 KV5302.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5302
 KV5302. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5845031749(NAD 83)
 KV5302
 KV5302                          SUPERSEDED SURVEY CONTROL
 KV5302
 KV5302  NAD 83(1986)-  40 02 02.19722(N)    074 18 53.68766(W) AD(       ) 3
 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
 KV5302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5302.See file dsdata.pdf to determine how the superseded data were derived.
 KV5302
 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 = JULY 24, 2026 22:12:30 EDT
 KV5301 ***********************************************************************
 KV5301  DESIGNATION -  LAKEHURST BN ROOF DIRIG HANGAR
 KV5301  PID         -  KV5301
 KV5301  STATE/COUNTY-  NJ/OCEAN
 KV5301  COUNTRY     -  US
 KV5301  USGS QUAD   -  LAKEHURST (2019)
 KV5301
 KV5301                         *CURRENT SURVEY CONTROL
 KV5301  ______________________________________________________________________
 KV5301* NAD 83(1996) POSITION- 40 01 42.45507(N) 074 18 54.17600(W)   ADJUSTED
 KV5301  ______________________________________________________________________
 KV5301  GEOID HEIGHT    -        -32.770 (meters)                     GEOID18
 KV5301  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5301.GEOID18 height accuracy estimate available here.
 KV5301
 KV5301.Click photographs - Photos may exist for this station.
 KV5301
 KV5301.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5301
 KV5301. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5844331140(NAD 83)
 KV5301
 KV5301                          SUPERSEDED SURVEY CONTROL
 KV5301
 KV5301  NAD 83(1986)-  40 01 42.44814(N)    074 18 54.17102(W) AD(       ) 3
 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
 KV5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5301.See file dsdata.pdf to determine how the superseded data were derived.
 KV5301
 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 = JULY 24, 2026 22:12:30 EDT
 KV5300 ***********************************************************************
 KV5300  DESIGNATION -  LAKEHURST RESET
 KV5300  PID         -  KV5300
 KV5300  STATE/COUNTY-  NJ/OCEAN
 KV5300  COUNTRY     -  US
 KV5300  USGS QUAD   -  LAKEHURST (2019)
 KV5300
 KV5300                         *CURRENT SURVEY CONTROL
 KV5300  ______________________________________________________________________
 KV5300* NAD 83(1996) POSITION- 40 02 00.12486(N) 074 19 02.83956(W)   ADJUSTED
 KV5300* NAVD 88 ORTHO HEIGHT -    27.    (meters)       89.    (feet) SCALED
 KV5300  ______________________________________________________________________
 KV5300  GEOID HEIGHT    -        -32.755 (meters)                     GEOID18
 KV5300  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5300.GEOID18 height accuracy estimate available here.
 KV5300
 KV5300.Click photographs - Photos may exist for this station.
 KV5300
 KV5300.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5300
 KV5300. The following values were computed from the NAD 83(1996) position.
 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  =   0.99990395
 KV5300!UTM  18      -   1.00000096  x   0.99964175  =   0.99964271
 KV5300
 KV5300:                Primary Azimuth Mark                     Grid Az
 KV5300:SPC NJ       -  LAKEHURST AZ MK                          110 26 37.6
 KV5300:UTM  18      -  LAKEHURST AZ MK                          110 07 19.7
 KV5300
 KV5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5823331683(NAD 83)
 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       226.150 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                                    1103340.3 |
 KV5300| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX.22.8 KM 1155251.6 |
 KV5300| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.17.7 KM 1242740.9 |
 KV5300| JU2661 TOMS RIVER STANDPIPE                APPROX.13.7 KM 1300804.8 |
 KV5300| CB5248 LAKEHURST RM 1                       38.039 METERS 15350     |
 KV5300| KV5301 LAKEHURST BN ROOF DIRIG HANGAR      APPROX. 0.6 KM 1592051.0 |
 KV5300| CB5249 LAKEHURST RM 2 AZIMUTH                             1731719.2 |
 KV5300| CB5251 LAKEHURST RM 4                       26.289 METERS 17610     |
 KV5300| KV5304 SMALL TK ON W END LARGE HANGAR      448.313 METERS 1780354.3 |
 KV5300| CB5250 LAKEHURST RM 3                       28.264 METERS 28808     |
 KV5300| KV5303 LAKEHURST USN AIR STA HIGH TK        25.222 METERS 30233     |
 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
 KV5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5300.See file dsdata.pdf to determine how the superseded data were derived.
 KV5300
 KV5300_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5300_STAMPING: LAKEHURST 1932 1983
 KV5300_MARK LOGO: NGS
 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.  THE STATION SUBSURFACE MARK,
 KV5300'REFERENCE MARK 4 AND THE 1944 AZIMUTH MARK WERE RECOVERED.  THE
 KV5300'SUBSURFACE MARK WAS LOWERED AND A NEW SURFACE MARK ESTABLIHED AS WAS
 KV5300'REFERENCE MARK 6.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AT
 KV5300'THIS TIME.  A SHORTER DISTANCE TO REFERENCE MARK 4 OF 0.025 METER MAY
 KV5300'BE CAUSED BY A SLOPE MEASUREMENT IN THE PAST.
 KV5300'
 KV5300'THE STATION IS LOCATED ABOUT 45 KM (28 MI) SOUTHEAST OF TRENTON, 12.75
 KV5300'KM (8.0 MI) SOUTHWEST OF LAKEWOOD AND 1.5 KM (1 MI) NORTH OF LAKEHURST
 KV5300'ON A LOW HILL WHICH IS ALSO OCCUPIED BY A WATER TANK.  OWNERSHIP--U.S.
 KV5300'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 AT
 KV5300'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 AND
 KV5300'GO NORTH ON HANCOCK ROAD FOR 0.25 KM (0.15 MI) TO A CROSSROADS.  TURN
 KV5300'LEFT A GO WEST ON LAWRENCE ROAD FOR 0.15 KM (0.1 MI) TO THE STATION ON
 KV5300'THE RIGHT.
 KV5300'
 KV5300'THE STATION IS A STANDARD NGS DISK STAMPED ---LAKEHURST 1932 1983---,
 KV5300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KV5300'PROJECTING 5 CM ABOVE GROUND.  LOCATED 19.2 METERS (63.0 FT) NORTH
 KV5300'FROM THE CENTER OF LAWRENCE ROAD, 15.2 METERS (50.0 FT) WEST FROM THE
 KV5300'CENTER WATER TANK SUPPORT, 13.9 METERS (45.6 FT) NORTH FROM A FIRE
 KV5300'HYDRANT, 3.8 METERS (12.6 FT) SOUTHWEST FROM A 12 INCH DOUBLE CHERRY
 KV5300'TREE AND 0.6 METERS (2.0 FT) SOUTH FROM A WITNESS POST.  THE
 KV5300'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 KV5300'---LAKEHURST 1932 1983---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1
 KV5300'METERS BELOW THE SURFACE.
 KV5300'
 KV5300'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK STAMPED
 KV5300'---LAKEHURST 1944 NO 4---, SET INTO THE TOP OF A SQUARE CONCRETE
 KV5300'MONUMENT 30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED 28.8
 KV5300'METERS (44.5 FT) SOUTH-SOUTHWEST FROM THE CENTER WATER TANK SUPPORT,
 KV5300'26.9 METERS (88.2 FT) SOUTH FROM A WITNESS POST, 12.4 METERS (40.8 FT)
 KV5300'SOUTHEAST FROM A FIRE HYDRANT AND 5.8 METERS (19.1 FT) SOUTHWEST FROM
 KV5300'THE CENTER OF THE ROAD.  MARK IS 0.6 METERS BELOW THE STATION.
 KV5300'
 KV5300'REFERENCE MARK NO. 6 IS A STANDARD NGS DISK STAMPED
 KV5300'---LAKEHURST 1932 NO 6 1983---, CEMENTED IN A DRILL HOLE OF THE
 KV5300'CONCRETE FOOTING FOR THE EAST LEG OF THE WATER TANK AND PROJECTING 30
 KV5300'CM ABOVE GROUND.  LOCATED 26.4 METERS (86.5 FT) NORTH FROM THE CENTER
 KV5300'OF THE ROAD, 20.6 METERS (67.7 FT) EAST FROM A WITNESS POST, 7.9
 KV5300'METERS (25.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A CEMENT PUMP
 KV5300'BUILDING AND 0.3 METERS (1.0 FT) NORTH FROM THE STEEL LEG OF THE WATER
 KV5300'TANK.  MARK IS LEVEL WITH THE STATION.
 KV5300'
 KV5300'AZIMUTH MARK NO. 2 IS A STANDARD CGS DISK STAMPED
 KV5300'---LAKEHURST 1944---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5300'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED 8.5 METERS (28.0 FT) WEST OF
 KV5300'THE CENTER OF ROUTE 547, 8.1 METERS (26.5 FT) SOUTHEAST FROM THE AIR
 KV5300'STATION GATE 11, 5.6 METERS (18.5 FT) EAST FROM A FENCE LINE AND 5.5
 KV5300'METERS (18.1 FT) EAST FROM A WITNESS POST.
 KV5300'
 KV5300'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH FOR 0.5 KM (0.3 MI) ON
 KV5300'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 = JULY 24, 2026 22:12:30 EDT
 KV7001 ***********************************************************************
 KV7001  DESIGNATION -  LAKEWOOD
 KV7001  PID         -  KV7001
 KV7001  STATE/COUNTY-  NJ/OCEAN
 KV7001  COUNTRY     -  US
 KV7001  USGS QUAD   -  LAKEWOOD (2016)
 KV7001
 KV7001                         *CURRENT SURVEY CONTROL
 KV7001  ______________________________________________________________________
 KV7001* NAD 83(2011) POSITION- 40 06 06.45425(N) 074 08 20.17685(W)   ADJUSTED
 KV7001* NAD 83(2011) ELLIP HT-   -17.744 (meters)        (06/27/12)   ADJUSTED
 KV7001* NAD 83(2011) EPOCH   -  2010.00
 KV7001* NAVD 88 ORTHO HEIGHT -    15.2   (meters)       50.    (feet) GPS OBS
 KV7001  ______________________________________________________________________
 KV7001  NAVD 88 orthometric height was determined with an earlier geoid model
 KV7001  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 KV7001  NAD 83(2011) X  -  1,335,212.760 (meters)                     COMP
 KV7001  NAD 83(2011) Y  - -4,699,419.825 (meters)                     COMP
 KV7001  NAD 83(2011) Z  -  4,086,626.002 (meters)                     COMP
 KV7001  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 KV7001
 KV7001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7001  Standards:
 KV7001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7001  -------------------------------------------------------------------
 KV7001  NETWORK    0.40   0.63           0.18   0.14   0.32      0.05152922
 KV7001  -------------------------------------------------------------------
 KV7001  Click here for local accuracies and other accuracy information.
 KV7001
 KV7001.The horizontal coordinates were established by GPS observations
 KV7001.and adjusted by the National Geodetic Survey in June 2012.
 KV7001
 KV7001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7001.been affixed to the stable North American tectonic plate. See 
 KV7001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7001
 KV7001.The horizontal coordinates are valid at the epoch date displayed above
 KV7001.which is a decimal equivalence of Year/Month/Day.
 KV7001
 KV7001.The orthometric height was determined by GPS observations and a
 KV7001.high-resolution geoid model.
 KV7001
 KV7001.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7001.GEOID18 height accuracy estimate available here.
 KV7001
 KV7001.Click photographs - Photos may exist for this station.
 KV7001
 KV7001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7001
 KV7001.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7001
 KV7001.The ellipsoidal height was determined by GPS observations
 KV7001.and is referenced to NAD 83.
 KV7001
 KV7001. The following values were computed from the NAD 83(2011) position.
 KV7001
 KV7001;                    North         East     Units Scale Factor Converg.
 KV7001;SPC NJ       -   140,878.388   180,783.600   MT  0.99991166   +0 13 57.3
 KV7001;SPC NJ       -   462,198.51    593,120.86   sFT  0.99991166   +0 13 57.3
 KV7001;UTM  18      - 4,439,410.574   573,391.213   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7339139410(NAD 83)
 KV7001
 KV7001                          SUPERSEDED SURVEY CONTROL
 KV7001
 KV7001  NAD 83(2007)-  40 06 06.45466(N)    074 08 20.17731(W) AD(2002.00) 0
 KV7001  ELLIP H (02/10/07)  -17.736  (m)                       GP(2002.00)    
 KV7001  ELLIP H (10/23/02)  -17.721  (m)                       GP(       ) 4 1
 KV7001  NAD 83(1996)-  40 06 06.45439(N)    074 08 20.17712(W) AD(       ) 1
 KV7001  ELLIP H (05/14/99)  -17.742  (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)  -17.632  (m)                       GP(       ) 3 1
 KV7001  NAVD 88 (04/25/94)   15.2    (m)  GEOID93  model used  GPS OBS        
 KV7001
 KV7001.Superseded values are not recommended for survey control.
 KV7001
 KV7001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7001.See file dsdata.pdf to determine how the superseded data were derived.
 KV7001
 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 = JULY 24, 2026 22:12:30 EDT
 JU4368 ***********************************************************************
 JU4368  DESIGNATION -  LANDIS
 JU4368  PID         -  JU4368
 JU4368  STATE/COUNTY-  NJ/ATLANTIC
 JU4368  COUNTRY     -  US
 JU4368  USGS QUAD   -  DOROTHY (2019)
 JU4368
 JU4368                         *CURRENT SURVEY CONTROL
 JU4368  ______________________________________________________________________
 JU4368* NAD 83(2011) POSITION- 39 28 22.09721(N) 074 51 28.90615(W)   ADJUSTED
 JU4368* NAD 83(2011) ELLIP HT-    -9.023 (meters)        (06/27/12)   ADJUSTED
 JU4368* NAD 83(2011) EPOCH   -  2010.00
 JU4368* NAVD 88 ORTHO HEIGHT -    24.8   (meters)       81.    (feet) GPS OBS
 JU4368  ______________________________________________________________________
 JU4368  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4368  GEOID HEIGHT    -        -34.150 (meters)                     GEOID93
 JU4368  GEOID HEIGHT    -        -33.825 (meters)                     GEOID18
 JU4368  NAD 83(2011) X  -  1,287,804.596 (meters)                     COMP
 JU4368  NAD 83(2011) Y  - -4,758,952.808 (meters)                     COMP
 JU4368  NAD 83(2011) Z  -  4,032,967.528 (meters)                     COMP
 JU4368  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 JU4368
 JU4368  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4368  Standards:
 JU4368         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4368            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4368  -------------------------------------------------------------------
 JU4368  NETWORK    0.41   0.74           0.18   0.15   0.38     -0.04479788
 JU4368  -------------------------------------------------------------------
 JU4368  Click here for local accuracies and other accuracy information.
 JU4368
 JU4368.The horizontal coordinates were established by GPS observations
 JU4368.and adjusted by the National Geodetic Survey in June 2012.
 JU4368
 JU4368.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4368.been affixed to the stable North American tectonic plate. See 
 JU4368.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4368
 JU4368.The horizontal coordinates are valid at the epoch date displayed above
 JU4368.which is a decimal equivalence of Year/Month/Day.
 JU4368
 JU4368.The orthometric height was determined by GPS observations and a
 JU4368.high-resolution geoid model.
 JU4368
 JU4368.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4368.GEOID18 height accuracy estimate available here.
 JU4368
 JU4368.Click photographs - Photos may exist for this station.
 JU4368
 JU4368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4368
 JU4368.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4368
 JU4368.The ellipsoidal height was determined by GPS observations
 JU4368.and is referenced to NAD 83.
 JU4368
 JU4368. The following values were computed from the NAD 83(2011) position.
 JU4368
 JU4368;                    North         East     Units Scale Factor Converg.
 JU4368;SPC NJ       -    71,047.186   119,195.704   MT  0.99991168   -0 13 39.4
 JU4368;SPC NJ       -   233,093.98    391,061.24   sFT  0.99991168   -0 13 39.4
 JU4368;UTM  18      - 4,369,255.990   512,211.243   MT  0.99960184   +0 05 24.9
 JU4368
 JU4368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4368!SPC NJ       -   1.00000142  x   0.99991168  =   0.99991310
 JU4368!UTM  18      -   1.00000142  x   0.99960184  =   0.99960326
 JU4368
 JU4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1221169255(NAD 83)
 JU4368
 JU4368                          SUPERSEDED SURVEY CONTROL
 JU4368
 JU4368  NAD 83(2007)-  39 28 22.09756(N)    074 51 28.90681(W) AD(2002.00) 0
 JU4368  ELLIP H (02/10/07)   -9.013  (m)                       GP(2002.00)    
 JU4368  ELLIP H (10/23/02)   -9.005  (m)                       GP(       ) 4 1
 JU4368  NAD 83(1996)-  39 28 22.09760(N)    074 51 28.90707(W) AD(       ) 1
 JU4368  ELLIP H (05/14/99)   -8.999  (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
 JU4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4368.See file dsdata.pdf to determine how the superseded data were derived.
 JU4368
 JU4368_MARKER: DD = SURVEY DISK
 JU4368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4368_STAMPING: LANDIS 1993
 JU4368_MARK LOGO: HAMTWP
 JU4368_PROJECTION: FLUSH
 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 - July 23, 2024
 JU4368
 JU4368  HISTORY     - Date     Condition        Report By
 JU4368  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4368  HISTORY     - 20130426 GOOD             INDIV
 JU4368  HISTORY     - 20210728 GOOD             NJGS
 JU4368  HISTORY     - 20240723 GOOD             AAAS
 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.
 JU4368
 JU4368                          STATION RECOVERY (2013)
 JU4368
 JU4368'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 JU4368'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES TO THE 1993
 JU4368'DESCRIPTION.
 JU4368'
 JU4368'THE STATION IS LOCATED IN BUENA VISTA TOWNSHIP.  THE FORMERLY UNPAVED
 JU4368'ROAD IS NOW PAVED AND NAMED LLEWELLYN AVENUE.
 JU4368'
 JU4368'THE STATION IS 2 INCHES BELOW GROUND AND 43.5 FEET NORTHEAST OF THE
 JU4368'STREET SIGN ON THE NORTHEAST CORNER OF LANDIS AVENUE AND LLEWELLYN
 JU4368'AVENUE.  THE WHITE OAK IS NOW 25 INCHES DIAMETER AND THE PINE IS 17
 JU4368'INCHES DIAMETER.
 JU4368
 JU4368                          STATION RECOVERY (2021)
 JU4368
 JU4368'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU4368'RECOVERED IN GOOD CONDITION.
 JU4368
 JU4368                          STATION RECOVERY (2024)
 JU4368
 JU4368'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 JU4368'THE TEE JUNCTION OF LLEWELLEN AVENUE AND U.S. ROUTE 40 IS AT MILEPOST
 JU4368'39.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3004 ***********************************************************************
 JU3004  DESIGNATION -  LANDISVILLE WATER TANK SILVER
 JU3004  PID         -  JU3004
 JU3004  STATE/COUNTY-  NJ/ATLANTIC
 JU3004  COUNTRY     -  US
 JU3004  USGS QUAD   -  BUENA (2019)
 JU3004
 JU3004                         *CURRENT SURVEY CONTROL
 JU3004  ______________________________________________________________________
 JU3004* NAD 83(1996) POSITION- 39 31 47.15061(N) 074 55 52.86144(W)   ADJUSTED
 JU3004  ______________________________________________________________________
 JU3004  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 JU3004  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3004.GEOID18 height accuracy estimate available here.
 JU3004
 JU3004.Click photographs - Photos may exist for this station.
 JU3004
 JU3004.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3004
 JU3004. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0589975569(NAD 83)
 JU3004
 JU3004                          SUPERSEDED SURVEY CONTROL
 JU3004
 JU3004  NAD 83(1991)-  39 31 47.13774(N)    074 55 52.85627(W) AD(       ) 3
 JU3004  NAD 83(1986)-  39 31 47.13248(N)    074 55 52.85718(W) AD(       ) 3
 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
 JU3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3004.See file dsdata.pdf to determine how the superseded data were derived.
 JU3004
 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 = JULY 24, 2026 22:12:30 EDT
 KV5637 ***********************************************************************
 KV5637  DESIGNATION -  LANDRETH CL LOWER USE 1935
 KV5637  PID         -  KV5637
 KV5637  STATE/COUNTY-  NJ/BURLINGTON
 KV5637  COUNTRY     -  US
 KV5637  USGS QUAD   -  BRISTOL (2019)
 KV5637
 KV5637                         *CURRENT SURVEY CONTROL
 KV5637  ______________________________________________________________________
 KV5637* NAD 83(1996) POSITION- 40 05 50.46297(N) 074 50 20.51738(W)   ADJUSTED
 KV5637* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5637  ______________________________________________________________________
 KV5637  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 KV5637  LAPLACE CORR    -          3.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5637.GEOID18 height accuracy estimate available here.
 KV5637
 KV5637.Click photographs - Photos may exist for this station.
 KV5637
 KV5637.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5637
 KV5637. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1372038574(NAD 83)
 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
 KV5637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5637.See file dsdata.pdf to determine how the superseded data were derived.
 KV5637
 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       USACE
 KV5637  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KV5637  HISTORY     - 19940617 GOOD             USPSQD
 KV5637
 KV5637                          STATION DESCRIPTION
 KV5637
 KV5637'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV6409 ***********************************************************************
 KV6409  DESIGNATION -  LANDRETH RANGE FRONT LIGHT
 KV6409  PID         -  KV6409
 KV6409  STATE/COUNTY-  NJ/BURLINGTON
 KV6409  COUNTRY     -  US
 KV6409  USGS QUAD   -  BRISTOL (2019)
 KV6409
 KV6409                         *CURRENT SURVEY CONTROL
 KV6409  ______________________________________________________________________
 KV6409* NAD 83(1996) POSITION- 40 06 02.75333(N) 074 50 14.64200(W)   NO CHECK
 KV6409  ______________________________________________________________________
 KV6409  GEOID HEIGHT    -        -32.896 (meters)                     GEOID18
 KV6409  LAPLACE CORR    -          3.42  (seconds)                    DEFLEC18
 KV6409  HORZ ORDER      -  THIRD
 KV6409
 KV6409.The horizontal coordinates were established by classical geodetic methods
 KV6409.and adjusted by the National Geodetic Survey in September 1999.
 KV6409
 KV6409.No horizontal observational check was made to the station.
 KV6409
 KV6409.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6409.GEOID18 height accuracy estimate available here.
 KV6409
 KV6409.Click photographs - Photos may exist for this station.
 KV6409
 KV6409.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6409
 KV6409. The following values were computed from the NAD 83(1996) position.
 KV6409
 KV6409;                    North         East     Units Scale Factor Converg.
 KV6409;SPC NJ       -   140,756.329   121,233.309   MT  0.99991018   -0 13 02.4
 KV6409;SPC NJ       -   461,798.06    397,746.28   sFT  0.99991018   -0 13 02.4
 KV6409;UTM  18      - 4,438,953.892   513,859.020   MT  0.99960236   +0 06 17.0
 KV6409
 KV6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1385938953(NAD 83)
 KV6409
 KV6409                          SUPERSEDED SURVEY CONTROL
 KV6409
 KV6409  NAD 83(1986)-  40 06 02.73792(N)    074 50 14.65397(W) AD(       ) 3
 KV6409
 KV6409.Superseded values are not recommended for survey control.
 KV6409
 KV6409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6409.See file dsdata.pdf to determine how the superseded data were derived.
 KV6409
 KV6409_MARKER: 15 = RANGE MARKER
 KV6409
 KV6409  HISTORY     - Date     Condition        Report By
 KV6409  HISTORY     - 1978     FIRST OBSERVED   NOS
 KV6409
 KV6409                          STATION DESCRIPTION
 KV6409
 KV6409'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6410 ***********************************************************************
 KV6410  DESIGNATION -  LANDRETH RANGE REAR LIGHT
 KV6410  PID         -  KV6410
 KV6410  STATE/COUNTY-  NJ/BURLINGTON
 KV6410  COUNTRY     -  US
 KV6410  USGS QUAD   -  BRISTOL (2019)
 KV6410
 KV6410                         *CURRENT SURVEY CONTROL
 KV6410  ______________________________________________________________________
 KV6410* NAD 83(1996) POSITION- 40 05 52.45794(N) 074 50 19.02729(W)   NO CHECK
 KV6410  ______________________________________________________________________
 KV6410  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 KV6410  LAPLACE CORR    -          3.39  (seconds)                    DEFLEC18
 KV6410  HORZ ORDER      -  THIRD
 KV6410
 KV6410.The horizontal coordinates were established by classical geodetic methods
 KV6410.and adjusted by the National Geodetic Survey in September 1999.
 KV6410
 KV6410.No horizontal observational check was made to the station.
 KV6410
 KV6410.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6410.GEOID18 height accuracy estimate available here.
 KV6410
 KV6410.Click photographs - Photos may exist for this station.
 KV6410
 KV6410.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6410
 KV6410. The following values were computed from the NAD 83(1996) position.
 KV6410
 KV6410;                    North         East     Units Scale Factor Converg.
 KV6410;SPC NJ       -   140,439.209   121,128.242   MT  0.99991026   -0 13 05.2
 KV6410;SPC NJ       -   460,757.64    397,401.57   sFT  0.99991026   -0 13 05.2
 KV6410;UTM  18      - 4,438,636.284   513,755.769   MT  0.99960233   +0 06 14.2
 KV6410
 KV6410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1375538636(NAD 83)
 KV6410
 KV6410                          SUPERSEDED SURVEY CONTROL
 KV6410
 KV6410  NAD 83(1986)-  40 05 52.45776(N)    074 50 19.02917(W) AD(       ) 3
 KV6410
 KV6410.Superseded values are not recommended for survey control.
 KV6410
 KV6410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6410.See file dsdata.pdf to determine how the superseded data were derived.
 KV6410
 KV6410_MARKER: 15 = RANGE MARKER
 KV6410
 KV6410  HISTORY     - Date     Condition        Report By
 KV6410  HISTORY     - 1978     FIRST OBSERVED   NOS
 KV6410
 KV6410                          STATION DESCRIPTION
 KV6410
 KV6410'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2654 ***********************************************************************
 JU2654  DESIGNATION -  LANO
 JU2654  PID         -  JU2654
 JU2654  STATE/COUNTY-  NJ/OCEAN
 JU2654  COUNTRY     -  US
 JU2654  USGS QUAD   -  FORKED RIVER (2019)
 JU2654
 JU2654                         *CURRENT SURVEY CONTROL
 JU2654  ______________________________________________________________________
 JU2654* NAD 83(1996) POSITION- 39 52 16.61955(N) 074 08 32.06769(W)   ADJUSTED
 JU2654* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2654  ______________________________________________________________________
 JU2654  GEOID HEIGHT    -        -33.109 (meters)                     GEOID18
 JU2654  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2654.GEOID18 height accuracy estimate available here.
 JU2654
 JU2654.Click photographs - Photos may exist for this station.
 JU2654
 JU2654.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2654
 JU2654. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991663
 JU2654!UTM  18      -   1.00000510  x   0.99966625  =   0.99967135
 JU2654
 JU2654:                Primary Azimuth Mark                     Grid Az
 JU2654:SPC NJ       -  CEDAR CREEK CG FLAGTOWER                 114 15 22.4
 JU2654:UTM  18      -  CEDAR CREEK CG FLAGTOWER                 113 56 08.4
 JU2654
 JU2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7335513823(NAD 83)
 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
 JU2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2654.See file dsdata.pdf to determine how the superseded data were derived.
 JU2654
 JU2654_MARKER: DS = TRIANGULATION STATION DISK
 JU2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU2656 ***********************************************************************
 JU2656  DESIGNATION -  LARGE BUILDING CUPOLA
 JU2656  PID         -  JU2656
 JU2656  STATE/COUNTY-  NJ/OCEAN
 JU2656  COUNTRY     -  US
 JU2656  USGS QUAD   -  TOMS RIVER (2019)
 JU2656
 JU2656                         *CURRENT SURVEY CONTROL
 JU2656  ______________________________________________________________________
 JU2656* NAD 83(1996) POSITION- 39 53 37.59246(N) 074 11 42.48697(W)   ADJUSTED
 JU2656  ______________________________________________________________________
 JU2656  GEOID HEIGHT    -        -33.056 (meters)                     GEOID18
 JU2656  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2656.GEOID18 height accuracy estimate available here.
 JU2656
 JU2656.Click photographs - Photos may exist for this station.
 JU2656
 JU2656.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2656
 JU2656. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6880916277(NAD 83)
 JU2656
 JU2656                          SUPERSEDED SURVEY CONTROL
 JU2656
 JU2656  NAD 83(1986)-  39 53 37.58586(N)    074 11 42.48121(W) AD(       ) 3
 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
 JU2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2656.See file dsdata.pdf to determine how the superseded data were derived.
 JU2656
 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 = JULY 24, 2026 22:12:30 EDT
 JU4268 ***********************************************************************
 JU4268  DESIGNATION -  LASER
 JU4268  PID         -  JU4268
 JU4268  STATE/COUNTY-  NJ/ATLANTIC
 JU4268  COUNTRY     -  US
 JU4268  USGS QUAD   -  PLEASANTVILLE (2019)
 JU4268
 JU4268                         *CURRENT SURVEY CONTROL
 JU4268  ______________________________________________________________________
 JU4268* NAD 83(2011) POSITION- 39 27 48.32851(N) 074 34 12.90600(W)   ADJUSTED
 JU4268* NAD 83(2011) ELLIP HT-    -8.698 (meters)        (06/27/12)   ADJUSTED
 JU4268* NAD 83(2011) EPOCH   -  2010.00
 JU4268* NAVD 88 ORTHO HEIGHT -    25.1   (meters)       82.    (feet) VERTCON3
 JU4268  ______________________________________________________________________
 JU4268  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 JU4268  NAD 83(2011) X  -  1,311,867.095 (meters)                     COMP
 JU4268  NAD 83(2011) Y  - -4,753,062.955 (meters)                     COMP
 JU4268  NAD 83(2011) Z  -  4,032,163.774 (meters)                     COMP
 JU4268  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 JU4268
 JU4268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4268  Standards:
 JU4268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4268  -------------------------------------------------------------------
 JU4268  NETWORK    0.38   1.08           0.17   0.14   0.55      0.01167908
 JU4268  -------------------------------------------------------------------
 JU4268  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4268
 JU4268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4268.been affixed to the stable North American tectonic plate. See 
 JU4268.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4268
 JU4268.The horizontal coordinates are valid at the epoch date displayed above
 JU4268.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4268.GEOID18 height accuracy estimate available here.
 JU4268
 JU4268.Click photographs - Photos may exist for this station.
 JU4268
 JU4268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4268
 JU4268.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4268
 JU4268.The ellipsoidal height was determined by GPS observations
 JU4268.and is referenced to NAD 83.
 JU4268
 JU4268. The following values were computed from the NAD 83(2011) position.
 JU4268
 JU4268;                    North         East     Units Scale Factor Converg.
 JU4268;SPC NJ       -    69,947.030   143,954.852   MT  0.99990045   -0 02 40.7
 JU4268;SPC NJ       -   229,484.55    472,291.88   sFT  0.99990045   -0 02 40.7
 JU4268;UTM  18      - 4,368,293.478   536,968.764   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 25 58.6
 JU4268:UTM  18      -  REFLECTOR 300                            239 06 54.6
 JU4268
 JU4268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3696868293(NAD 83)
 JU4268
 JU4268|---------------------------------------------------------------------|
 JU4268| PID    Reference Object                     Distance      Geod. Az  |
 JU4268|                                                           dddmmss.s |
 JU4268| JU4274 REFLECTOR 300                       426.229 METERS 2392317.9 |
 JU4268|---------------------------------------------------------------------|
 JU4268
 JU4268                          SUPERSEDED SURVEY CONTROL
 JU4268
 JU4268  NAD 83(2007)-  39 27 48.32884(N)    074 34 12.90673(W) AD(2002.00) 0
 JU4268  ELLIP H (02/10/07)   -8.691  (m)                       GP(2002.00)    
 JU4268  ELLIP H (10/23/02)   -8.704  (m)                       GP(       ) 4 1
 JU4268  NAD 83(1996)-  39 27 48.32858(N)    074 34 12.90615(W) AD(       ) 1
 JU4268  ELLIP H (05/14/99)   -8.657  (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)   -8.759  (m)                       GP(       ) 4 2
 JU4268  NGVD 29 (10/07/92)   25.5    (m)  GEOID90  model used  GPS OBS        
 JU4268
 JU4268.Superseded values are not recommended for survey control.
 JU4268
 JU4268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4268.See file dsdata.pdf to determine how the superseded data were derived.
 JU4268
 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 = JULY 24, 2026 22:12:30 EDT
 JU4369 ***********************************************************************
 JU4369  DESIGNATION -  LAUREL
 JU4369  PID         -  JU4369
 JU4369  STATE/COUNTY-  NJ/ATLANTIC
 JU4369  COUNTRY     -  US
 JU4369  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU4369
 JU4369                         *CURRENT SURVEY CONTROL
 JU4369  ______________________________________________________________________
 JU4369* NAD 83(2011) POSITION- 39 30 36.72944(N) 074 40 23.22639(W)   ADJUSTED
 JU4369* NAD 83(2011) ELLIP HT-   -14.597 (meters)        (06/27/12)   ADJUSTED
 JU4369* NAD 83(2011) EPOCH   -  2010.00
 JU4369* NAVD 88 ORTHO HEIGHT -    19.148 (meters)       62.82  (feet) ADJUSTED
 JU4369  ______________________________________________________________________
 JU4369  GEOID HEIGHT    -        -33.757 (meters)                     GEOID18
 JU4369  NAD 83(2011) X  -  1,302,457.354 (meters)                     COMP
 JU4369  NAD 83(2011) Y  - -4,752,221.084 (meters)                     COMP
 JU4369  NAD 83(2011) Z  -  4,036,168.224 (meters)                     COMP
 JU4369  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 JU4369  DYNAMIC HEIGHT  -         19.138 (meters)       62.79  (feet) COMP
 JU4369  MODELED GRAVITY -    980,128.1   (mgal)                       NAVD 88
 JU4369
 JU4369  VERT ORDER      -  FIRST     CLASS I
 JU4369
 JU4369  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4369  Standards:
 JU4369         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4369            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4369  -------------------------------------------------------------------
 JU4369  NETWORK    0.47   0.92           0.21   0.17   0.47     -0.08051008
 JU4369  -------------------------------------------------------------------
 JU4369  Click here for local accuracies and other accuracy information.
 JU4369
 JU4369.The horizontal coordinates were established by GPS observations
 JU4369.and adjusted by the National Geodetic Survey in June 2012.
 JU4369
 JU4369.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4369.been affixed to the stable North American tectonic plate. See 
 JU4369.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4369
 JU4369.The horizontal coordinates are valid at the epoch date displayed above
 JU4369.which is a decimal equivalence of Year/Month/Day.
 JU4369
 JU4369.The orthometric height was determined by differential leveling and
 JU4369.adjusted by the NATIONAL GEODETIC SURVEY
 JU4369.in May 2011.
 JU4369
 JU4369.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4369.GEOID18 height accuracy estimate available here.
 JU4369
 JU4369.Click photographs - Photos may exist for this station.
 JU4369
 JU4369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4369
 JU4369.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4369
 JU4369.The ellipsoidal height was determined by GPS observations
 JU4369.and is referenced to NAD 83.
 JU4369
 JU4369.The dynamic height is computed by dividing the NAVD 88
 JU4369.geopotential number by the normal gravity value computed on the
 JU4369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4369.degrees latitude (g = 980.6199 gals.).
 JU4369
 JU4369.The modeled gravity was interpolated from observed gravity values.
 JU4369
 JU4369. The following values were computed from the NAD 83(2011) position.
 JU4369
 JU4369;                    North         East     Units Scale Factor Converg.
 JU4369;SPC NJ       -    75,151.986   135,113.153   MT  0.99990273   -0 06 36.5
 JU4369;SPC NJ       -   246,561.14    443,283.74   sFT  0.99990273   -0 06 36.5
 JU4369;UTM  18      - 4,373,447.802   528,100.874   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  =   0.99961201
 JU4369
 JU4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2810073447(NAD 83)
 JU4369
 JU4369                          SUPERSEDED SURVEY CONTROL
 JU4369
 JU4369  NAD 83(2007)-  39 30 36.72982(N)    074 40 23.22711(W) AD(2002.00) 0
 JU4369  ELLIP H (02/10/07)  -14.587  (m)                       GP(2002.00)    
 JU4369  ELLIP H (10/23/02)  -14.575  (m)                       GP(       ) 4 1
 JU4369  NAD 83(1996)-  39 30 36.72963(N)    074 40 23.22724(W) AD(       ) 1
 JU4369  ELLIP H (05/14/99)  -14.554  (m)                       GP(       ) 4 1
 JU4369  NAD 83(1992)-  39 30 36.72017(N)    074 40 23.22670(W) AD(       ) 1
 JU4369  NAVD 88 (02/08/94)   19.1    (m)  GEOID93  model used  GPS OBS        
 JU4369
 JU4369.Superseded values are not recommended for survey control.
 JU4369
 JU4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4369.See file dsdata.pdf to determine how the superseded data were derived.
 JU4369
 JU4369_MARKER: DD = SURVEY DISK
 JU4369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4369_STAMPING: LAUREL 1993
 JU4369_MARK LOGO: HAMTWP
 JU4369_PROJECTION: FLUSH
 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 - July 05, 2019
 JU4369
 JU4369  HISTORY     - Date     Condition        Report By
 JU4369  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4369  HISTORY     - 20031015 GOOD             INDIV
 JU4369  HISTORY     - 20070817 GOOD             NJGS
 JU4369  HISTORY     - 20190705 GOOD             NJGS
 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.
 JU4369
 JU4369                          STATION RECOVERY (2007)
 JU4369
 JU4369'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU4369'RECOVERED IN GOOD CONDITION.  ADD-  TO REACH THE STATION FROM THE
 JU4369'JUNCTION OF US HIGHWAY 322 AND NJ ROUTE 50, GO 3.1 MI (5.0 KM)
 JU4369'NORTHEAST ON ROUTE 50 TO THE STATION ON THE LEFT.  ALSO CAN REACH THE
 JU4369'STATION FROM THE JUNCTION OF NJ ROUTE 50 (SOUTH PHILADELPHIA AVENUE)
 JU4369'AND US HIGHWAY 30 (WHITEHORSE PIKE) IN EGG HARBOR CITY, GO 1.9 MI (3.1
 JU4369'KM) SOUTHWEST ON ROUTE 50 TO THE STATION ON THE LEFT, IN THE MEDIAN OF
 JU4369'THE DIVIDED HIGHWAY.
 JU4369
 JU4369                          STATION RECOVERY (2019)
 JU4369
 JU4369'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU4369'THE STATION IS 7 M (23.0 FT) SOUTHWEST OF CENTER OF MANHOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5095 ***********************************************************************
 KV5095  DESIGNATION -  LAURENCE HARBOR O W BRYD CHIM
 KV5095  PID         -  KV5095
 KV5095  STATE/COUNTY-  NJ/MIDDLESEX
 KV5095  COUNTRY     -  US
 KV5095  USGS QUAD   -  KEYPORT (2016)
 KV5095
 KV5095                         *CURRENT SURVEY CONTROL
 KV5095  ______________________________________________________________________
 KV5095* NAD 83(1996) POSITION- 40 26 33.08986(N) 074 14 46.43478(W)   ADJUSTED
 KV5095  ______________________________________________________________________
 KV5095  GEOID HEIGHT    -        -32.412 (meters)                     GEOID18
 KV5095  LAPLACE CORR    -          2.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5095.GEOID18 height accuracy estimate available here.
 KV5095
 KV5095.Click photographs - Photos may exist for this station.
 KV5095
 KV5095.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5095
 KV5095. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6392477147(NAD 83)
 KV5095
 KV5095                          SUPERSEDED SURVEY CONTROL
 KV5095
 KV5095  NAD 83(1996)-  40 26 33.08916(N)    074 14 46.43469(W) AD(       ) 3
 KV5095  NAD 83(1986)-  40 26 33.09032(N)    074 14 46.43231(W) AD(       ) 3
 KV5095  NAD 27      -  40 26 32.69900(N)    074 14 47.91500(W) AD(       ) 3
 KV5095  USSD        -  40 26 33.05900(N)    074 14 47.78900(W) AD(       ) 3
 KV5095
 KV5095.Superseded values are not recommended for survey control.
 KV5095
 KV5095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5095.See file dsdata.pdf to determine how the superseded data were derived.
 KV5095
 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 = JULY 24, 2026 22:12:30 EDT
 KV5099 ***********************************************************************
 KV5099  DESIGNATION -  LAURENCE HARBOR TANK
 KV5099  PID         -  KV5099
 KV5099  STATE/COUNTY-  NJ/MIDDLESEX
 KV5099  COUNTRY     -  US
 KV5099  USGS QUAD   -  KEYPORT (2016)
 KV5099
 KV5099                         *CURRENT SURVEY CONTROL
 KV5099  ______________________________________________________________________
 KV5099* NAD 83(1996) POSITION- 40 27 00.43968(N) 074 14 52.07656(W)   ADJUSTED
 KV5099  ______________________________________________________________________
 KV5099  GEOID HEIGHT    -        -32.420 (meters)                     GEOID18
 KV5099  LAPLACE CORR    -          2.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5099.GEOID18 height accuracy estimate available here.
 KV5099
 KV5099.Click photographs - Photos may exist for this station.
 KV5099
 KV5099.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5099
 KV5099. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6378477989(NAD 83)
 KV5099
 KV5099                          SUPERSEDED SURVEY CONTROL
 KV5099
 KV5099  NAD 83(1996)-  40 27 00.43927(N)    074 14 52.07628(W) AD(       ) 3
 KV5099  NAD 83(1986)-  40 27 00.44022(N)    074 14 52.07389(W) AD(       ) 3
 KV5099  NAD 27      -  40 27 00.05100(N)    074 14 53.55100(W) AD(       ) 3
 KV5099  USSD        -  40 27 00.41000(N)    074 14 53.43700(W) AD(       ) 3
 KV5099
 KV5099.Superseded values are not recommended for survey control.
 KV5099
 KV5099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5099.See file dsdata.pdf to determine how the superseded data were derived.
 KV5099
 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 = JULY 24, 2026 22:12:30 EDT
 JU0010 ***********************************************************************
 JU0010  DESIGNATION -  LAVALLETTE
 JU0010  PID         -  JU0010
 JU0010  STATE/COUNTY-  NJ/OCEAN
 JU0010  COUNTRY     -  US
 JU0010  USGS QUAD   -  SEASIDE PARK (2019)
 JU0010
 JU0010                         *CURRENT SURVEY CONTROL
 JU0010  ______________________________________________________________________
 JU0010* NAD 83(1996) POSITION- 39 58 08.20107(N) 074 04 24.87155(W)   ADJUSTED
 JU0010* NAVD 88 ORTHO HEIGHT -     1.204 (meters)        3.95  (feet) ADJUSTED
 JU0010  ______________________________________________________________________
 JU0010  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 JU0010  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 JU0010  DYNAMIC HEIGHT  -          1.203 (meters)        3.95  (feet) COMP
 JU0010  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 JU0010
 JU0010  HORZ ORDER      -  SECOND
 JU0010  VERT ORDER      -  FIRST     CLASS II
 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 and
 JU0010.adjusted by the NATIONAL GEODETIC SURVEY
 JU0010.in September 2015.
 JU0010
 JU0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0010.GEOID18 height accuracy estimate available here.
 JU0010
 JU0010.Click photographs - Photos may exist for this station.
 JU0010
 JU0010.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -  LAVALLETTE AZ MK                         017 29 20.6
 JU0010:UTM  18      -  LAVALLETTE AZ MK                         017 10 04.2
 JU0010
 JU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7911524721(NAD 83)
 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  NAVD 88 (06/15/91)    1.222  (m)            4.01   (f) SUPERSEDED  1 1
 JU0010  NGVD 29 (04/16/92)    1.569  (m)            5.15   (f) ADJUSTED    1 1
 JU0010  NGVD 29 (??/??/87)    1.595  (m)            5.23   (f) SUPERSEDED  1 1
 JU0010  NGVD 29               1.60   (m)            5.2    (f) LEVELING    3  
 JU0010
 JU0010.Superseded values are not recommended for survey control.
 JU0010
 JU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0010.See file dsdata.pdf to determine how the superseded data were derived.
 JU0010
 JU0010_MARKER: DS = TRIANGULATION STATION DISK
 JU0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0010_STAMPING: LAVALLETTE 1932
 JU0010_MARK LOGO: CGS
 JU0010_PROJECTION: RECESSED 8 CENTIMETERS
 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 SUITABLE FOR
 JU0010+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 JU0010  HISTORY     - 20160411 GOOD             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 ACROSS THE
 JU0010'RAILROAD TRACK AND PAST LARGE BLACK WATER TANK TO THE JUNCTION OF
 JU0010'WASHINGTON AND BAY BOULEVARDS.  THE STATION IS ON THE LOT AT THE SE
 JU0010'CORNER OF THIS JUNCTION.  IT IS 113.3 FEET S OF THE INSIDE POINT OF
 JU0010'THE JOINT IN THE CURB AT THE JUNCTION OF WASHINGTON AVENUE AND BAY
 JU0010'BOULEVARD (SE CORNER)  AND IS 20.7 FEET E OF THE INSIDE OF THE CURB
 JU0010'LINE OF BAY BOULEVARD ABEAM OF THE STATION.
 JU0010'
 JU0010'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JU0010'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 BAY
 JU0010'BOULEVARD.  IT IS HALF-WAY BETWEEN THE CURB AND THE SIDEWALK AND 48
 JU0010'FEET S OF THE CORNER OF A BULKHEAD.  REFERENCE MARK NO.2 IS 1/4 MILE S
 JU0010'OF THE STATION ON THE W SIDE OF LAVALLETTE AVENUE, 23 FEET W OF THE W
 JU0010'SIDE OF THE W SIDEWALK.  AT THE REFERENCE MARK A RED WATER HYDRANT ON
 JU0010'THE NEXT STREET E IS IN RANGE WITH THE LAVALLETTE STANDPIPE.  THE
 JU0010'REFERENCE MARK IS SSE OF A WOODEN BRIDGE ABOUT 100 YARDS AND IT IS
 JU0010'ABOUT THE SAME DISTANCE N OF AN E-W ROAD.  REFERENCE MARK NO.1 IS A
 JU0010'STANDARD 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 JOINT OF
 JU0010'CURB AT INTERSECTION OF WASHINGTON AVENUE AND BAY BOULEVARD FROM WHICH
 JU0010'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 CORRECT
 JU0010'AND ADEQUATE EXCEPT FOR THE CORRECTIONS NOTED BELOW.  REFERENCE MARK
 JU0010'NO.2 IS 2 FEET AND NOT 23 FEET W OF THE W SIDE OF THE PRESENT
 JU0010'SIDEWALK.  THE ANGLES AND DISTANCES TO THE REFERENCE MARKS WERE
 JU0010'REMEASURED AND FOUND TO BE CORRECT EXCEPT THAT THE DISTANCE FROM THE
 JU0010'STATION TO REFERENCE MARK NO.1 IS 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 CONDITION AS
 JU0010'DESCRIBED.
 JU0010'
 JU0010'RM 2 IS ALSO 4.8 FEET WEST AND IN LINE WITH A SPLIT-RAIL FENCE IN
 JU0010'FRONT OF HOUSE NUMBER 10 LAVALLETTE AVE., 3.1 FEET SOUTH OF A FENCE IN
 JU0010'FRONT OF HOUSE NO. 12 AND 2.1 FEET NORTH OF THE SIDEWALK.  IT PROJECTS
 JU0010'3 INCHES.
 JU0010'
 JU0010'TO REACH RM 2 FROM THE STATION, GO WESTERLY ON BAY AVE. FOR 0.15 MILE
 JU0010'TO VIRGINIA ST., TURN RIGHT AND GO 25 FEET TO LAVALLETTE AVE., TURN
 JU0010'LEFT ON LAVALLETTE AVE. AND GO 100 FEET TO THE MARK ON THE RIGHT.
 JU0010'
 JU0010'NOTE--LAVALLETTE AVE. CROSSES BAY AVE. 0.25 MILE FROM THE STATION,
 JU0010'THEN HOOKS TO THE EAST AT ITS NORTH END, BACK TO THE BRIDGE.  THE MARK
 JU0010'IS ON THE PART OF THE STREET THAT RUNS EAST AND WEST, 0.05 MILE WEST
 JU0010'OF THE BRIDGE, 200 FEET WEST OF A 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 FOUND IN
 JU0010'GOOD CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED AND SHOULD BE
 JU0010'CONSIDERED LOST.  THE ANGLE BETWEEN REFERENCE MARK 1 AND 2 DID NOT
 JU0010'CHECK BY 2 MINUTES.  A NEW REFERENCE MARK 4 AND AN AZIMUTH MARK WAS
 JU0010'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 BOULEVARD AND
 JU0010'IS NEAR THE SOUTHWEST CORNER OF A SMALL GRAVELED LOT.  IT IS 120 FEET
 JU0010'SOUTH-SOUTHWEST OF THE CENTERLINE OF AN INTERSECTION FORMED BY BAY
 JU0010'BOULEVARD AND WASHINGTON AVENUE, 23 FEET NORTHEAST OF THE NORTH CORNER
 JU0010'OF THE HOUSE AT 1305 BAY BOULEVARD, 21 FEET SOUTHEAST OF THE SOUTHEAST
 JU0010'CURB OF BAY BOULEVARD AND 20 FEET NORTHWEST OF A 10 INCH POPLAR TREE.
 JU0010'THE 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 ON
 JU0010'WASHINGTON AVENUE FOR 0.1 MILE TO AN INTERSECTION WITH BAY BOULEVARD
 JU0010'AND THE STATION ON THE LEFT.
 JU0010'
 JU0010'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON BAY
 JU0010'BOULEVARD FOR 0.3 MILE TO THE MARK ON THE LEFT IN A CONCRETE SIDEWALK
 JU0010'THAT LEADS TO A SMALL PIER.
 JU0010'
 JU0010'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE CURB ON THE
 JU0010'SOUTHEAST SIDE OF BAY BOULEVARD, 26 FEET SOUTH OF THE CENTERLINE OF
 JU0010'THE INTERSECTION FORMED BY BAY BOULEVARD AND WASHINGTON AVENUE AND 26
 JU0010'FEET SOUTHWEST OF A STORM DRAIN GRATING.  THE DISK IS STAMPED
 JU0010'LAVALLETTE NO 1 1932.
 JU0010'
 JU0010'REFERENCE MARK 2 IS 11 FEET NORTHWEST OF THE NORTHWEST CURB OF
 JU0010'LAVALLETTE AVENUE, 6 FEET SOUTH OF A FENCE CORNER AND 2 FEET NORTHWEST
 JU0010'OF THE NORTHWEST SIDE OF A SIDEWALK.  THE MONUMENT PROJECTS 2 INCHES
 JU0010'AND THE DISK IS STAMPED LAVALLETTE NO 2 1932.
 JU0010'
 JU0010'REFERENCE MARK 4 IS SET ON THE MEDIAN IN THE CENTER OF BAY BOULEVARD,
 JU0010'71 FEET NORTHEAST OF POWER POLE NUMBER 4, 66 FEET SOUTH OF POWER POLE
 JU0010'NUMBER 3 AND 46 FEET NORTHWEST OF POWER POLE NUMBER 161.  THE MONUMENT
 JU0010'IS FLUSH AND THE DISK IS STAMPED LAVALLETTE NO 4 1932.
 JU0010'
 JU0010'THE AZIMUTH MARK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE SIDEWALK
 JU0010'THAT LEADS TO A SMALL PIER, 15 FEET SOUTH OF A POWER POLE AND WITNESS
 JU0010'POST, 9 FEET SOUTH OF A PUBLIC PHONE BOOTH AND 6 INCHES NORTH OF THE
 JU0010'SOUTH EDGE OF THE SIDEWALK.  THE DISK IS STAMPED LAVALLETTE 1932.
 JU0010'
 JU0010'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTHERLY ON BAY
 JU0010'BOULEVARD FOR 0.25 MILE TO VIRGINIA AVENUE.  TURN RIGHT AND GO WEST
 JU0010'ABOUT 25 FEET TO LAVALLETTE AVENUE.  TURN LEFT AND GO SOUTHERLY ON
 JU0010'LAVALLETTE AVENUE FOR ABOUT 125 FEET TO THE MARK 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 RECOVERED IN
 JU0010'GOOD CONDITION.
 JU0010'
 JU0010'THE STATION IS LOCATED AT LAVALLETTE, ABOUT 0.05 MILE NORTH ALONG
 JU0010'GRAND CENTRAL AVENUE (STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING,
 JU0010'THENCE 0.2 MILE WEST ALONG WASHINGTON AVENUE, AT THE INTERSECTION OF
 JU0010'BAY BOULEVARD, 129 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 JU0010'INTERSECTION OF THE AVENUE AND THE NORTH-BOUND LANE OF THE BOULEVARD,
 JU0010'23 FEET NORTHEAST OF THE NORTH CORNER OF THE HOUSE AT 1305 BAY
 JU0010'BOULEVARD, 21 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE BOULEVARD,
 JU0010'87.5 FEET SOUTHWEST OF RM 1, 76.4 FEET AND ACROSS THE NORTH-BOUND LANE
 JU0010'OF THE BOULEVARD FROM RM 4 AND SET IN THE TOP OF A CONCRETE POST
 JU0010'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 BOULEVARD,
 JU0010'25 FEET SOUTHWEST OF A STORM DRAIN GRATING, 87.5 FEET NORTHEAST OF THE
 JU0010'STATION LAVALETTE, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 JU0010'SET IN THE TOP OF THE SOUTHEAST CURB OF THE BOULEVARD.
 JU0010'
 JU0010'RM 2 IS LOCATED 0.2 MILE SOUTH ALONG BAY BOULEVARD FROM WASHINGTON
 JU0010'AVENUE AT THE INTERSECTION OF VIRGINIA AVENUE, 186 FEET WEST-NORTHWEST
 JU0010'AND ACROSS LAVALLETTE AVENUE FROM THE CENTER LINE OF THE SOUTH-BOUND
 JU0010'LANE OF THE BOULEVARD, 153 FEET SOUTHWEST ALONG LAVALLETTE AVENUE FROM
 JU0010'THE EXTENDED CENTER LINE OF VIRGINIA AVENUE, 26 FEET SOUTH OF THE
 JU0010'SOUTH CORNER OF THE HOUSE AT 10 LAVALLETTE AVENUE, 10.9 FEET NORTHWEST
 JU0010'OF THE NORTHWEST CURB OF LAVALLETTE AVENUE, 5 FEET SOUTHWEST OF THE
 JU0010'SOUTH CORNER OF THE FENCE SURROUNDING THE HOUSE, 2 FEET NORTHWEST OF
 JU0010'THE NORTHWEST EDGE OF THE SIDEWALK, ABOUT 0.5 FOOT ABOVE THE LEVEL OF
 JU0010'THE SIDEWALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 JU0010'FOOT.
 JU0010'
 JU0010'RM 4 IS LOCATED 158 FEET WEST OF THE CENTER OF THE INTERSECTION OF
 JU0010'WASHINGTON AVENUE AND THE NORTH-BOUND LANE OF BAY BOULEVARD, 67.6 FEET
 JU0010'NORTH AND ACROSS THE NORTH-BOUND LANE OF THE BOULEVARD FROM THE HOUSE
 JU0010'AT 1305 BAY BOULEVARD, 66 FEET SOUTH AND ACROSS THE SOUTH-BOUND LANE
 JU0010'OF THE BOULEVARD FROM POWER LINE POLE NO. 3, 71 FEET NORTHEAST AND
 JU0010'ACROSS THE SOUTH-BOUND LANE FROM POWER LINE POLE NO. 4, 46 FEET NORTH
 JU0010'AND ACROSS THE NORTH-BOUND LANE FROM THE STATION LAVALLETTE, ABOUT
 JU0010'LEVEL WITH 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 ALONG
 JU0010'GRAND CENTRAL AVENUE (STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING,
 JU0010'THENCE 0.15 MILE WEST ALONG REESE AVENUE, BETWEEN REESE AND PRESIDENT
 JU0010'AVENUES, 189 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 JU0010'PRESIDENT AVENUE AND THE SOUTH-BOUND LANE OF BAY BOULEVARD, 124 FEET
 JU0010'NORTHWEST OF THE CENTER OF THE INTERSECTION OF REESE AVENUE AND THE
 JU0010'SOUTH-BOUND LANE OF THE BOULEVARD, 14.5 FEET SOUTH OF THE POWER LINE
 JU0010'POLE NO. 287, 0.5 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK, 9.0
 JU0010'FEET SOUTH OF THE SOUTHEAST CORNER OF AN OUTDOOR TELEPHONE BOOTH,
 JU0010'ABOUT LEVEL WITH THE BOULEVARD AND SET IN THE TOP OF THE SOUTH EDGE OF
 JU0010'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.  AT LAVALLETTE, ABOUT 0.05 MILE NORTH ALONG GRAND
 JU0010'CENTRAL AVENUE (STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING, THENCE
 JU0010'0.2 MILE WEST ALONG WASHINGTON AVENUE, AT THE INTERSECTION OF BAY
 JU0010'BLVD., 129 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 JU0010'THE AVENUE AND THE NORTH-BOUND LAND OF THE BOULEVARD, 23 FEET
 JU0010'NORTHEAST OF THE NORTH CORNER OF THE HOUSE AT 1305 BAY BLVD., 21 FEET
 JU0010'SOUTHEAST OF THE SOUTHEAST CURB OF THE BOULEVARD, 87.5 FEET SOUTHWEST
 JU0010'OF LAVALLETTE RM 1, 76.4 FEET EAST AND ACROSS THE NORTH-BOUND LANE OF
 JU0010'THE BOULEVARD FROM LAVALLETTE RM 4 AND SET IN THE TOP OF A CONCRETE
 JU0010'POST PROJECTING 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 DEEP
 JU0010'HOLE DUG - N.G.  AZ MK RECOVERED GOOD.  MAIN STA. RECOVERED GOOD - ON
 JU0010'A LOT THAT MAY BE DEVELOPED.  RM 2 RECOVERED GOOD BUT NOT VISIBLE FROM
 JU0010'STA (HOUSE ON LINE)   STICKS UP 1/2 FOOT IN DRIVEWAY - SHOULD BE
 JU0010'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.  RM 1 FOUND AS DESCRIBED.
 JU0010'CONDITION GOOD.  RM 2 HAS BEEN REESTABLISHED.  IT IS STAMPED
 JU0010'LAVALLETTE RM 2 1984 NATL GEOD SURVEY IT IS LOCATED AT THE SOUTHEAST
 JU0010'CORNER OF PROPERTY NO. 112 LAVALLETTE AVE, 18 INCHES NW OF POLE 493,
 JU0010'BETWEEN CURB AND SIDEWALK, WITNESS POST ALONGSIDE.  CONDITION GOOD.
 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.  THE STATION MARK, REFERENCE
 JU0010'MARK ONE AND THE 1962 AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 JU0010'CONDITION.  THE 1932 AZIMUTH MARK WAS ALSO RECOVERED AND FOUND IN GOOD
 JU0010'CONDITION BUT STILL REMAINED COMPLETELY OBSTRUCTED FROM THE STATION.
 JU0010'THE MONUMENT WAS REMOVED AT THE REQUEST OF THE PROPERTY OWNER AND ONLY
 JU0010'THE BENCH MARK ELEVATION WAS PRESERVED.  NO EVIDENCE OF THE REFERENCE
 JU0010'MARKS THREE AND FOUR WERE FOUND AND IT IS BELIEVED THEY ARE BOTH
 JU0010'DESTROYED. A NEW REFERENCE MARK FIVE WAS SET.  THE DISTANCE TO
 JU0010'REFERENCE MARK ONE ALONG WITH THE HORIZONTAL ANGLE FROM IT TO THE 1962
 JU0010'AZIMUTH MARK WERE WITHIN CLOSE AGREEMENT WITH THE MOST RECENT
 JU0010'IMFORMATION AVAILABLE.  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.  OWNERSHIP--CITY OF LAVALLETTE.
 JU0010'
 JU0010'TO REACH THE STATION FROM THE POST OFFICE AT LAVALETTE,  GO WEST FOR
 JU0010'0.3 KM (0.2 MI) ON GUYER AVE. TO A CROSSROADS. TURN LEFT AND GO SOUTH
 JU0010'FOR 0.2 KM (0.1 MI) ON BAY BOULEVARD TO THE AZIMUTH MARK 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 STAMPED ---LAVALLETTE 1932---, SET
 JU0010'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE PROJECTING 8
 JU0010'CM ABOVE GROUND.  LOCATED 42.9 METERS (140.6 FT) SOUTHWEST FROM THE
 JU0010'CENTER OF WASHINGTON BOULEVARD, 11.3 METERS (37.0 FT) SOUTHEAST FROM
 JU0010'THE CENTER OF THE NORTH BOUND LANE OF BAY BOULEVARD, 7.1 METERS
 JU0010'(23.3 FT) NORTHEAST FROM THE NORTHWEST CORNER OF A HOUSE NUMBERED
 JU0010'1305, 0.9 METERS (3.0 FT) NORTHEAST FROM A DOUBLE TRUNK SASSAFRASS
 JU0010'TREE AND 0.6 METERS (1.9 FT) WEST FROM A WITNESS POST.
 JU0010'
 JU0010'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED
 JU0010'---LAVALLETTE NO 1 1932---, SET INTO A DRILL HOLE IN A CURB ALONG THE
 JU0010'NORTH SIDE OF THE NORTH BOUND LANE OF BAT BOULEVARD.  33.8 METERS
 JU0010'(111.0 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF THE HOUSE
 JU0010'NUMBERED 1305, 26.0 METERS (85.4 FT) NORTH FROM A WITNESS POST, 14.8
 JU0010'METERS (49.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF WASHINGTON AVENUE
 JU0010'AND 4.9 METERS (16.0 FT) EAST-SOUTHEAST FROM THE CENTER OF BAY
 JU0010'BOULEVARD.  MARK IS 0.41 METERS BELOW THE STATION.
 JU0010'
 JU0010'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED
 JU0010'---LAVALLETTE 1932 NO 5 1984---, SET INTO A DRILL HOLE IN A CURB ALONG
 JU0010'THE WEST SIDE OF THE SOUTH BOUND LANE OF BAY BOULEVARD, 31.8 METERS
 JU0010'(104.2 FT) NORTH-NORTHEAST FROM A POWER POLE JCL4A, 5.5 METERS
 JU0010'(18.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE SOUTH BOUND LANE OF
 JU0010'BAY BOULEVARD AND 2.6 METERS (8.5 FT) SOUTH-SOUTHWEST FROM A POWER
 JU0010'POLE JC3LA.  MARK IS 0.29 METERS ABOVE THE STATION.
 JU0010'
 JU0010'AZIMUTH MARK NO. 2 IS A STANDARD CGS DISK STAMPED
 JU0010'---LAVALLETTE 1932---, SET INTO A DRILL HOLE IN A CONCRETE APPROACH TO
 JU0010'A BOARD WALK AND BOAT LANDING, 22.7 METERS (74.5 FT) SOUTHEAST FROM
 JU0010'THE SOUTHEAST CORNER OF A PAVALLION, 16.5 METERS (54.0 FT)
 JU0010'WEST-NORTHWEST FROM THE CENTER OF BAY BOULEVARD, 4.2 METERS (13.9 FT)
 JU0010'SOUTHWEST FROM A POWER POLE BT 287LA AND 1.7 METERS (5.5 FT)
 JU0010'SOUTH-SOUTHWEST FROM THE CENTER OF THE CONCRETE APPROACH.
 JU0010'
 JU0010'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH FOR 1.1 KM (0.7 MI) ON
 JU0010'BAY BOULEVARD TO THE MARK ON THE 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.
 JU0010
 JU0010                          STATION RECOVERY (2012)
 JU0010
 JU0010'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 JU0010'RECOVERED IN GOOD CONDITION.
 JU0010'
 JU0010'NOTE-ADD-THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE ON THE
 JU0010'EAST SIDE OF BAY AVENUE, SET ABOUT 0.5 FT (15 CM) BELOW THE GROUND IN
 JU0010'A STONE LANDSCAPED GRAVEL FRONT YARD BELONGING TO HOUSE NUMBER 1303
 JU0010'BAY AVENUE.
 JU0010'
 JU0010'THE STATION IS 21.3 FT (6.5 M) SOUTHEAST FROM THE EAST CURB OF BAY
 JU0010'AVENUE, 22.4 FT (6.8 M) SOUTHWEST FROM THE NORTHWEST CORNER OF THE
 JU0010'FRONT PORCH OF HOUSE NUMBER 1303, 26.6 FT (8.1 M) NORTH FROM THE
 JU0010'NORTHWEST CORNER OF HOUSE NUMBER 1305 AND 66.4 FT (20.2 M)
 JU0010'NORTH-NORTHEAST FROM WOOD UTILITY POLE NUMBER BT1612A, 17.9 FT (5.5 M)
 JU0010'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOTTOM STEP LEADING TO
 JU0010'THE PORCH OF HOUSE NUMBER 1303, 19.0 FT (5.8 M) SOUTH 0F THE
 JU0010'CENTERLINE OF THE PAVER DRIVEWAY OF HOUSE 1303, 10.5 FT (3.2 M)
 JU0010'SOUTHEAST OF THE EAST EDGE OF THE SIDEWALK.
 JU0010
 JU0010                          STATION RECOVERY (2016)
 JU0010
 JU0010'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU0010'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0006 ***********************************************************************
 JU0006  DESIGNATION -  LAVALLETTE AZ MK
 JU0006  PID         -  JU0006
 JU0006  STATE/COUNTY-  NJ/OCEAN
 JU0006  COUNTRY     -  US
 JU0006  USGS QUAD   -  SEASIDE PARK (2019)
 JU0006
 JU0006                         *CURRENT SURVEY CONTROL
 JU0006  ______________________________________________________________________
 JU0006* NAD 83(1996) POSITION- 39 58 26.08480(N) 074 04 17.42506(W)   NO CHECK
 JU0006* NAVD 88 ORTHO HEIGHT -     0.660 (meters)        2.17  (feet) POSTED
 JU0006  ______________________________________________________________________
 JU0006  GEOID HEIGHT    -        -33.081 (meters)                     GEOID18
 JU0006  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 JU0006  DYNAMIC HEIGHT  -          0.66  (meters)        2.2   (feet) COMP
 JU0006  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 JU0006
 JU0006  HORZ ORDER      -  THIRD
 JU0006  VERT ORDER      -  * POSTED, 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
 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
 JU0006.* This is a POSTED BENCH MARK height.
 JU0006
 JU0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0006.GEOID18 height accuracy estimate available here.
 JU0006
 JU0006.Click photographs - Photos may exist for this station.
 JU0006
 JU0006.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7928625274(NAD 83)
 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  NGVD 29               1.03   (m)            3.4    (f) LEVELING    3  
 JU0006  NGVD 29 (??/??/87)    1.033  (m)            3.39   (f) SUPERSEDED  1 1
 JU0006
 JU0006.Superseded values are not recommended for survey control.
 JU0006
 JU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0006.See file dsdata.pdf to determine how the superseded data were derived.
 JU0006
 JU0006_MARKER: DZ = AZIMUTH MARK DISK
 JU0006_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0006_SP_SET: SIDEWALK
 JU0006_STAMPING: LAVALLETTE 1932
 JU0006_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0009 ***********************************************************************
 JU0009  DESIGNATION -  LAVALLETTE RM 1
 JU0009  PID         -  JU0009
 JU0009  STATE/COUNTY-  NJ/OCEAN
 JU0009  COUNTRY     -  US
 JU0009  USGS QUAD   -  SEASIDE PARK (2019)
 JU0009
 JU0009                         *CURRENT SURVEY CONTROL
 JU0009  ______________________________________________________________________
 JU0009* NAD 83(1996) POSITION- 39 58 08.93970(N) 074 04 24.28668(W)   NO CHECK
 JU0009* NAVD 88 ORTHO HEIGHT -     0.813 (meters)        2.67  (feet) ADJUSTED
 JU0009  ______________________________________________________________________
 JU0009  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 JU0009  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 JU0009  DYNAMIC HEIGHT  -          0.813 (meters)        2.67  (feet) COMP
 JU0009  MODELED GRAVITY -    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
 JU0009.No horizontal observational check was made to the station.
 JU0009
 JU0009.The orthometric height was determined by differential leveling and
 JU0009.adjusted by the NATIONAL GEODETIC SURVEY
 JU0009.in June 1991.
 JU0009
 JU0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0009.GEOID18 height accuracy estimate available here.
 JU0009
 JU0009.Click photographs - Photos may exist for this station.
 JU0009
 JU0009.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7912924744(NAD 83)
 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  NGVD 29               1.19   (m)            3.9    (f) LEVELING    3  
 JU0009  NGVD 29 (??/??/87)    1.186  (m)            3.89   (f) SUPERSEDED  1 1
 JU0009
 JU0009.Superseded values are not recommended for survey control.
 JU0009
 JU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0009.See file dsdata.pdf to determine how the superseded data were derived.
 JU0009
 JU0009_MARKER: DR = REFERENCE MARK DISK
 JU0009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0009_SP_SET: CURB
 JU0009_STAMPING: LAVALLETTE NO 1 1932
 JU0009_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU4280 ***********************************************************************
 JU4280  DESIGNATION -  LAVALLETTE RM 2 RESET
 JU4280  PID         -  JU4280
 JU4280  STATE/COUNTY-  NJ/OCEAN
 JU4280  COUNTRY     -  US
 JU4280  USGS QUAD   -  SEASIDE PARK (2019)
 JU4280
 JU4280                         *CURRENT SURVEY CONTROL
 JU4280  ______________________________________________________________________
 JU4280* NAD 83(1986) POSITION- 39 57 59.97   (N) 074 04 31.21   (W)   HD_HELD1
 JU4280* NAVD 88 ORTHO HEIGHT -     1.183 (meters)        3.88  (feet) ADJUSTED
 JU4280  ______________________________________________________________________
 JU4280  GEOID HEIGHT    -        -33.084 (meters)                     GEOID18
 JU4280  DYNAMIC HEIGHT  -          1.183 (meters)        3.88  (feet) COMP
 JU4280  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 JU4280
 JU4280  VERT ORDER      -  FIRST     CLASS II
 JU4280
 JU4280.The horizontal coordinates were determined by differentially corrected
 JU4280.hand held GPS observations or other comparable positioning techniques
 JU4280.and have an estimated accuracy of +/- 3 meters.
 JU4280
 JU4280.The orthometric height was determined by differential leveling and
 JU4280.adjusted by the NATIONAL GEODETIC SURVEY
 JU4280.in March 2017.
 JU4280
 JU4280.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4280.GEOID18 height accuracy estimate available here.
 JU4280
 JU4280.Click photographs - Photos may exist for this station.
 JU4280
 JU4280.The dynamic height is computed by dividing the NAVD 88
 JU4280.geopotential number by the normal gravity value computed on the
 JU4280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4280.degrees latitude (g = 980.6199 gals.).
 JU4280
 JU4280.The modeled gravity was interpolated from observed gravity values.
 JU4280
 JU4280;                    North         East    Units  Estimated Accuracy
 JU4280;SPC NJ       -   125,899.1     186,277.7     MT  (+/- 3 meters HH1 GPS) 
 JU4280
 JU4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7896824465(NAD 83)
 JU4280
 JU4280                          SUPERSEDED SURVEY CONTROL
 JU4280
 JU4280  NAVD 88 (02/11/25)    1.202  (m)            3.94   (f) SUPERSEDED  3 0
 JU4280  NAVD 88 (09/24/15)    1.182  (m)            3.88   (f) SUPERSEDED  1 2
 JU4280  NGVD 29 (02/11/25)    1.55   (m)            5.1    (f) RESET       3  
 JU4280
 JU4280.Superseded values are not recommended for survey control.
 JU4280
 JU4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4280.See file dsdata.pdf to determine how the superseded data were derived.
 JU4280
 JU4280_MARKER: DR = REFERENCE MARK DISK
 JU4280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4280_STAMPING: LAVALLETTE RM 2 RESET 1984
 JU4280_MARK LOGO: NGS
 JU4280_PROJECTION: FLUSH
 JU4280_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4280+STABILITY: SURFACE MOTION
 JU4280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4280+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 JU4280
 JU4280  HISTORY     - Date     Condition        Report By
 JU4280  HISTORY     - 1984     MONUMENTED       NGS
 JU4280  HISTORY     - 19940808 GOOD             USPSQD
 JU4280  HISTORY     - 20120629 GOOD             NJGS
 JU4280  HISTORY     - 20160411 GOOD             NJGS
 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.
 JU4280
 JU4280                          STATION RECOVERY (2012)
 JU4280
 JU4280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 JU4280'RECOVERED IN GOOD CONDITION.
 JU4280'
 JU4280'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF POINT
 JU4280'PLEASANT, 6.6 MI (10.6 KM) EAST OF TOMS RIVER AND 2.8 MI (4.5 KM)
 JU4280'NORTH OF SEASIDE PARK.
 JU4280'
 JU4280'THE STATION IS LOCATED IN THE BOROUGH OF LAVALLETTE, ON THE NORTH SIDE
 JU4280'OF LAVALLETTE AVENUE, SET FLUSH IN A GRAVELED LANDSCAPED AREA BETWEEN
 JU4280'THE CURB AND SIDEWALK IN FRONT OF HOUSE NUMBER 12.
 JU4280'
 JU4280'THE STATION IS 18.1 FT (5.5 M) NORTHWEST FROM THE CENTERLINE OF
 JU4280'LAVALLETTE AVENUE, 4.0 FT (1.2 M) NORTHEAST FROM A WOOD UTILITY POLE
 JU4280'WITH NO NUMBER AND 1.0 FT (0.3 M) NORTHEAST FROM AN ORANGE CARSONITE
 JU4280'WITNESS POST.
 JU4280
 JU4280                          STATION RECOVERY (2016)
 JU4280
 JU4280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU4280'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0011 ***********************************************************************
 JU0011  DESIGNATION -  LAVALLETTE RM 4
 JU0011  PID         -  JU0011
 JU0011  STATE/COUNTY-  NJ/OCEAN
 JU0011  COUNTRY     -  US
 JU0011  USGS QUAD   -  SEASIDE PARK (2019)
 JU0011
 JU0011                         *CURRENT SURVEY CONTROL
 JU0011  ______________________________________________________________________
 JU0011* NAD 83(1986) POSITION- 39 58 08.25   (N) 074 04 25.85   (W)   HD_HELD1
 JU0011* NAVD 88 ORTHO HEIGHT -     1.318 (meters)        4.32  (feet) ADJUSTED
 JU0011  ______________________________________________________________________
 JU0011  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 JU0011  DYNAMIC HEIGHT  -          1.317 (meters)        4.32  (feet) COMP
 JU0011  MODELED GRAVITY -    980,163.0   (mgal)                       NAVD 88
 JU0011
 JU0011  VERT ORDER      -  FIRST     CLASS I
 JU0011
 JU0011.The horizontal coordinates were determined by differentially corrected
 JU0011.hand held GPS observations or other comparable positioning techniques
 JU0011.and have an estimated accuracy of +/- 3 meters.
 JU0011
 JU0011.The orthometric height was determined by differential leveling and
 JU0011.adjusted by the NATIONAL GEODETIC SURVEY
 JU0011.in June 1991.
 JU0011
 JU0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0011.GEOID18 height accuracy estimate available here.
 JU0011
 JU0011.Click photographs - Photos may exist for this station.
 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       -   126,155.0     186,403.7     MT  (+/- 3 meters HH1 GPS) 
 JU0011
 JU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7909224722(NAD 83)
 JU0011
 JU0011                          SUPERSEDED SURVEY CONTROL
 JU0011
 JU0011  NGVD 29 (04/16/92)    1.665  (m)            5.46   (f) ADJUSTED    1 1
 JU0011  NGVD 29 (??/??/87)    1.691  (m)            5.55   (f) SUPERSEDED  1 1
 JU0011
 JU0011.Superseded values are not recommended for survey control.
 JU0011
 JU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0011.See file dsdata.pdf to determine how the superseded data were derived.
 JU0011
 JU0011_MARKER: DR = REFERENCE MARK DISK
 JU0011_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0011_SP_SET: MEDIAN STRIP
 JU0011_STAMPING: LAVALLETTE NO 4 1932
 JU0011_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU4097 ***********************************************************************
 JU4097  DESIGNATION -  LAVALLETTE RM 5
 JU4097  PID         -  JU4097
 JU4097  STATE/COUNTY-  NJ/OCEAN
 JU4097  COUNTRY     -  US
 JU4097  USGS QUAD   -  SEASIDE PARK (2019)
 JU4097
 JU4097                         *CURRENT SURVEY CONTROL
 JU4097  ______________________________________________________________________
 JU4097* NAD 83(1996) POSITION- 39 58 08.82857(N) 074 04 25.88465(W)   NO CHECK
 JU4097* NAVD 88 ORTHO HEIGHT -     0.920 (meters)        3.02  (feet) ADJUSTED
 JU4097  ______________________________________________________________________
 JU4097  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 JU4097  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 JU4097  DYNAMIC HEIGHT  -          0.920 (meters)        3.02  (feet) COMP
 JU4097  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 JU4097
 JU4097  HORZ ORDER      -  THIRD
 JU4097  VERT ORDER      -  FIRST     CLASS II
 JU4097
 JU4097.The horizontal coordinates were established by classical geodetic methods
 JU4097.and adjusted by the National Geodetic Survey in September 1999.
 JU4097
 JU4097.No horizontal observational check was made to the station.
 JU4097
 JU4097.The orthometric height was determined by differential leveling and
 JU4097.adjusted by the NATIONAL GEODETIC SURVEY
 JU4097.in September 2015.
 JU4097
 JU4097.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4097.GEOID18 height accuracy estimate available here.
 JU4097
 JU4097.Click photographs - Photos may exist for this station.
 JU4097
 JU4097.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4097
 JU4097.The dynamic height is computed by dividing the NAVD 88
 JU4097.geopotential number by the normal gravity value computed on the
 JU4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4097.degrees latitude (g = 980.6199 gals.).
 JU4097
 JU4097.The modeled gravity was interpolated from observed gravity values.
 JU4097
 JU4097. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000505  x   0.99991631  =   0.99992136
 JU4097!UTM  18      -   1.00000505  x   0.99967701  =   0.99968205
 JU4097
 JU4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7909124740(NAD 83)
 JU4097
 JU4097                          SUPERSEDED SURVEY CONTROL
 JU4097
 JU4097  NAD 83(1986)-  39 58 08.82328(N)    074 04 25.88009(W) AD(       ) 3
 JU4097  NAVD 88 (02/11/25)    0.935  (m)            3.07   (f) SUPERSEDED  3 0
 JU4097  NGVD 29 (02/11/25)    1.28   (m)            4.2    (f) RESET       3  
 JU4097  NGVD 29               1.31   (m)            4.3    (f) LEVELING    3  
 JU4097
 JU4097.Superseded values are not recommended for survey control.
 JU4097
 JU4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4097.See file dsdata.pdf to determine how the superseded data were derived.
 JU4097
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4097+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 JU4097
 JU4097  HISTORY     - Date     Condition        Report By
 JU4097  HISTORY     - 1984     MONUMENTED       NGS
 JU4097  HISTORY     - 19840301 GOOD             NGS
 JU4097  HISTORY     - 19940808 GOOD             USPSQD
 JU4097  HISTORY     - 20130629 GOOD             NJGS
 JU4097  HISTORY     - 20160411 GOOD             NJGS
 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.
 JU4097
 JU4097                          STATION RECOVERY (2013)
 JU4097
 JU4097'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 JU4097'RECOVERED IN GOOD CONDITION.
 JU4097'
 JU4097'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF POINT
 JU4097'PLEASANT, 6.7 MI (10.8 KM) EAST OF TOMS RIVER AND 2.9 MI (4.7 KM)
 JU4097'NORTH OF SEASIDE PARK, IN LAVALLETTE.
 JU4097'
 JU4097'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CURB ALONG THE
 JU4097'WEST SIDE OF THE SOUTH BOUND LANE OF BAY BOULEVARD.
 JU4097'
 JU4097'IT IS 31.8 M (104.3 FT) NORTH-NORTHEAST FROM A POWER POLE JCL4A, 5.5 M
 JU4097'(18.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE SOUTH BOUND LANE OF
 JU4097'BAY BOULEVARD AND 2.6 M (8.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE
 JU4097'JC3LA.  MARK IS 0.29 M (1.0 FT) ABOVE THE STATION AND 1.0 FT (0.3 M)
 JU4097'EAST OF A WITNESS POST.
 JU4097
 JU4097                          STATION RECOVERY (2016)
 JU4097
 JU4097'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU4097'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2615 ***********************************************************************
 JU2615  DESIGNATION -  LAYMAN
 JU2615  PID         -  JU2615
 JU2615  STATE/COUNTY-  NJ/OCEAN
 JU2615  COUNTRY     -  US
 JU2615  USGS QUAD   -  SEASIDE PARK (2019)
 JU2615
 JU2615                         *CURRENT SURVEY CONTROL
 JU2615  ______________________________________________________________________
 JU2615* NAD 83(1996) POSITION- 39 54 18.90290(N) 074 04 50.49099(W)   ADJUSTED
 JU2615* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2615  ______________________________________________________________________
 JU2615  GEOID HEIGHT    -        -33.121 (meters)                     GEOID18
 JU2615  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2615.GEOID18 height accuracy estimate available here.
 JU2615
 JU2615.Click photographs - Photos may exist for this station.
 JU2615
 JU2615.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2615
 JU2615. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2615:SPC NJ       -  SEASIDE PARK WATER TANK                  349 59 58.6
 JU2615:UTM  18      -  SEASIDE PARK WATER TANK                  349 40 43.8
 JU2615
 JU2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7858017645(NAD 83)
 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  USSD        -  39 54 18.90300(N)    074 04 51.88100(W) AD(       ) 3
 JU2615
 JU2615.Superseded values are not recommended for survey control.
 JU2615
 JU2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2615.See file dsdata.pdf to determine how the superseded data were derived.
 JU2615
 JU2615_MARKER: DS = TRIANGULATION STATION DISK
 JU2615_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 DR6479 ***********************************************************************
 DR6479  DESIGNATION -  LBI HOUSE
 DR6479  PID         -  DR6479
 DR6479  STATE/COUNTY-  NJ/OCEAN
 DR6479  COUNTRY     -  US
 DR6479  USGS QUAD   -  BEACH HAVEN (2019)
 DR6479
 DR6479                         *CURRENT SURVEY CONTROL
 DR6479  ______________________________________________________________________
 DR6479* NAD 83(1986) POSITION- 39 35 57.96   (N) 074 12 41.21   (W)   HD_HELD1
 DR6479* NAVD 88 ORTHO HEIGHT -     2.102 (meters)        6.90  (feet) ADJUSTED
 DR6479  ______________________________________________________________________
 DR6479  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 DR6479  DYNAMIC HEIGHT  -          2.101 (meters)        6.89  (feet) COMP
 DR6479  MODELED GRAVITY -    980,142.8   (mgal)                       NAVD 88
 DR6479
 DR6479  VERT ORDER      -  FIRST     CLASS II
 DR6479
 DR6479.The horizontal coordinates were determined by differentially corrected
 DR6479.hand held GPS observations or other comparable positioning techniques
 DR6479.and have an estimated accuracy of +/- 3 meters.
 DR6479
 DR6479.The orthometric height was determined by differential leveling and
 DR6479.adjusted by the NATIONAL GEODETIC SURVEY
 DR6479.in February 2021.
 DR6479
 DR6479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6479.GEOID18 height accuracy estimate available here.
 DR6479
 DR6479.Click photographs - Photos may exist for this station.
 DR6479
 DR6479.The dynamic height is computed by dividing the NAVD 88
 DR6479.geopotential number by the normal gravity value computed on the
 DR6479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6479.degrees latitude (g = 980.6199 gals.).
 DR6479
 DR6479.The modeled gravity was interpolated from observed gravity values.
 DR6479
 DR6479;                    North         East    Units  Estimated Accuracy
 DR6479;SPC NJ       -    85,083.4     174,781.6     MT  (+/- 3 meters HH1 GPS) 
 DR6479
 DR6479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6770283596(NAD 83)
 DR6479
 DR6479                          SUPERSEDED SURVEY CONTROL
 DR6479
 DR6479.No superseded survey control is available for this station.
 DR6479
 DR6479_MARKER: Z = SEE DESCRIPTION
 DR6479_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR6479_MARK LOGO: LOCSUR
 DR6479_PROJECTION: PROJECTING 5 CENTIMETERS
 DR6479_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6479+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2020
 DR6479
 DR6479  HISTORY     - Date     Condition        Report By
 DR6479  HISTORY     - 20140319 MONUMENTED       LOCSUR
 DR6479  HISTORY     - 20200910 GOOD             NJGS
 DR6479
 DR6479                          STATION DESCRIPTION
 DR6479
 DR6479'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 DR6479'THE MARK IS LOCATED IN LONG BEACH TOWNSHIP ABOUT 5.7 MI (9.2 KM)
 DR6479'EAST-SOUTHEAST OF WEST CREEK, 3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF SHIP
 DR6479'BOTTOM AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF BEACH HAVEN, IN LONG
 DR6479'BEACH TOWNSHIP.
 DR6479'
 DR6479'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 72 EASTBOUND
 DR6479'AND LONG BEACH BOULEVARD (COUNTY ROUTE 607), GO 3.9 MI (6.3 KM) SOUTH
 DR6479'ON LONG BEACH BOULEVARD, TO THE JUNCTION WITH EAST TEXAS AVENUE. TURN
 DR6479'LEFT AND GO 0.1 MI (0.2 KM) EAST-SOUTHEAST ON EAST TEXAS AVENUE TO THE
 DR6479'STATION ON THE LEFT, A PLASTIC SURVEYORS CAP SET IN A 4 INCH (10 CM)
 DR6479'CONCRETE PROPERTY MONUMENT FOR HOUSE NUMBER 10112, ON THE NORTHWEST
 DR6479'CORNER OF EAST TEXAS AVENUE AND BEACH AVENUE.
 DR6479'
 DR6479'IT IS 64 FT (19.5 M) NORTH OF UTILITY POLE NUMBER T12705 ACROSS BEACH
 DR6479'AVENUE, 35.75 FT (10.9 M) NORTH OF CENTER OF SEWER MANHOLE IN
 DR6479'INTERSECTION OF TEXAS AVENUE AND BEACH AVENUE, 25.11 FT (7.7 M)
 DR6479'WEST-NORTHWEST OF THE CENTERLINE OF BEACH AVENUE, 25 FT (7.6 M)
 DR6479'NORTH-NORTHEAST OF THE CENTERLINE OF EAST TEXAS AVENUE AND 14.7 FT
 DR6479'(4.5 M) SOUTH OF THE SOUTH CORNER OF THE HOUSE.
 DR6479'
 DR6479'NOTE- THE STATION IS AN OPUS SHARED SOLUTION STATION (PID: BBDK91).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2800 ***********************************************************************
 JU2800  DESIGNATION -  LEEDS POINT
 JU2800  PID         -  JU2800
 JU2800  STATE/COUNTY-  NJ/ATLANTIC
 JU2800  COUNTRY     -  US
 JU2800  USGS QUAD   -  OCEANVILLE (2019)
 JU2800
 JU2800                         *CURRENT SURVEY CONTROL
 JU2800  ______________________________________________________________________
 JU2800* NAD 83(1996) POSITION- 39 29 02.39945(N) 074 25 58.65428(W)   ADJUSTED
 JU2800* NAVD 88 ORTHO HEIGHT -    13.    (meters)       43.    (feet) SCALED
 JU2800  ______________________________________________________________________
 JU2800  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 JU2800  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2800.GEOID18 height accuracy estimate available here.
 JU2800
 JU2800.Click photographs - Photos may exist for this station.
 JU2800
 JU2800.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2800
 JU2800. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2800:SPC NJ       -  LEEDS POINT RM 3                         328 08 53.4
 JU2800:UTM  18      -  LEEDS POINT RM 3                         327 49 48.9
 JU2800
 JU2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4876470642(NAD 83)
 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  USBS        -  39 28 58.63000(N)    074 25 39.63000(W) AD(       ) 3
 JU2800  USSD        -  39 29 02.37000(N)    074 26 00.00000(W) AD(       ) 3
 JU2800
 JU2800.Superseded values are not recommended for survey control.
 JU2800
 JU2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2800.See file dsdata.pdf to determine how the superseded data were derived.
 JU2800
 JU2800_MARKER: DS = TRIANGULATION STATION DISK
 JU2800_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2800_STAMPING: LEEDS POINT
 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       COASUR
 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 = JULY 24, 2026 22:12:30 EDT
 JU2305 ***********************************************************************
 JU2305  CBN         -  This is a Cooperative Base Network Control Station.
 JU2305  DESIGNATION -  LEESBURG RESET
 JU2305  PID         -  JU2305
 JU2305  STATE/COUNTY-  NJ/CUMBERLAND
 JU2305  COUNTRY     -  US
 JU2305  USGS QUAD   -  HEISLERVILLE (2019)
 JU2305
 JU2305                         *CURRENT SURVEY CONTROL
 JU2305  ______________________________________________________________________
 JU2305* NAD 83(2011) POSITION- 39 13 58.19180(N) 074 57 46.30620(W)   ADJUSTED
 JU2305* NAD 83(2011) ELLIP HT-   -30.457 (meters)        (06/27/12)   ADJUSTED
 JU2305* NAD 83(2011) EPOCH   -  2010.00
 JU2305* NAVD 88 ORTHO HEIGHT -     4.078 (meters)       13.38  (feet) ADJUSTED
 JU2305  ______________________________________________________________________
 JU2305  GEOID HEIGHT    -        -34.522 (meters)                     GEOID18
 JU2305  NAD 83(2011) X  -  1,283,473.746 (meters)                     COMP
 JU2305  NAD 83(2011) Y  - -4,777,600.367 (meters)                     COMP
 JU2305  NAD 83(2011) Z  -  4,012,352.608 (meters)                     COMP
 JU2305  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 JU2305  DYNAMIC HEIGHT  -          4.076 (meters)       13.37  (feet) COMP
 JU2305  MODELED GRAVITY -    980,093.4   (mgal)                       NAVD 88
 JU2305
 JU2305  VERT ORDER      -  FIRST     CLASS II
 JU2305
 JU2305  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2305  Standards:
 JU2305         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2305            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2305  -------------------------------------------------------------------
 JU2305  NETWORK    0.25   0.49           0.11   0.09   0.25      0.00259968
 JU2305  -------------------------------------------------------------------
 JU2305  Click here for local accuracies and other accuracy information.
 JU2305
 JU2305.The horizontal coordinates were established by GPS observations
 JU2305.and adjusted by the National Geodetic Survey in June 2012.
 JU2305
 JU2305.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2305.been affixed to the stable North American tectonic plate. See 
 JU2305.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2305
 JU2305.The horizontal coordinates are valid at the epoch date displayed above
 JU2305.which is a decimal equivalence of Year/Month/Day.
 JU2305
 JU2305.The orthometric height was determined by differential leveling and
 JU2305.adjusted by the NATIONAL GEODETIC SURVEY
 JU2305.in June 1991.
 JU2305
 JU2305.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2305.GEOID18 height accuracy estimate available here.
 JU2305
 JU2305.Click photographs - Photos may exist for this station.
 JU2305
 JU2305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2305
 JU2305.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2305
 JU2305.The ellipsoidal height was determined by GPS observations
 JU2305.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2305
 JU2305;                    North         East     Units Scale Factor Converg.
 JU2305;SPC NJ       -    44,448.338   110,039.507   MT  0.99991966   -0 17 33.9
 JU2305;SPC NJ       -   145,827.59    361,021.28   sFT  0.99991966   -0 17 33.9
 JU2305;UTM  18      - 4,342,615.270   503,205.207   MT  0.99960013   +0 01 24.6
 JU2305
 JU2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2305!SPC NJ       -   1.00000478  x   0.99991966  =   0.99992444
 JU2305!UTM  18      -   1.00000478  x   0.99960013  =   0.99960491
 JU2305
 JU2305:                Primary Azimuth Mark                     Grid Az
 JU2305:SPC NJ       -  LEESBURG RM 3 AZIMUTH                    316 20 19.6
 JU2305:UTM  18      -  LEESBURG RM 3 AZIMUTH                    316 01 21.1
 JU2305
 JU2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0320542615(NAD 83)
 JU2305
 JU2305|---------------------------------------------------------------------|
 JU2305| PID    Reference Object                     Distance      Geod. Az  |
 JU2305|                                                           dddmmss.s |
 JU2305| JU2968 LEESBURG ST PRISON SMOKESTACK       494.782 METERS 0171709.1 |
 JU2305| JU2975 BELLE PLAIN STATE FIRE TOWER        APPROX.11.3 KM 0595831.8 |
 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       91.738 METERS 22957     |
 JU2305| CB2169 LEESBURG RM 3 AZIMUTH                              3160245.7 |
 JU2305|---------------------------------------------------------------------|
 JU2305
 JU2305                          SUPERSEDED SURVEY CONTROL
 JU2305
 JU2305  NAD 83(2007)-  39 13 58.19221(N)    074 57 46.30691(W) AD(2002.00) 0
 JU2305  ELLIP H (02/10/07)  -30.447  (m)                       GP(2002.00)    
 JU2305  ELLIP H (09/24/01)  -30.435  (m)                       GP(       ) 4 1
 JU2305  NAD 83(1996)-  39 13 58.19199(N)    074 57 46.30677(W) AD(       ) B
 JU2305  ELLIP H (07/24/97)  -30.459  (m)                       GP(       ) 3 2
 JU2305  ELLIP H (04/04/94)  -30.510  (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)  -30.504  (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               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
 JU2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2305.See file dsdata.pdf to determine how the superseded data were derived.
 JU2305
 JU2305_MARKER: DS = TRIANGULATION STATION DISK
 JU2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2305_STAMPING: LEESBURG 1932 1974
 JU2305_MARK LOGO: CGS
 JU2305_PROJECTION: PROJECTING 5 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 - July 16, 2019
 JU2305
 JU2305  HISTORY     - Date     Condition        Report By
 JU2305  HISTORY     - 1974     MONUMENTED       NGS
 JU2305  HISTORY     - 1979     GOOD             NGS
 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     - 19970311 GOOD             NGS
 JU2305  HISTORY     - 20001003 GOOD             NJGS
 JU2305  HISTORY     - 20001121 GOOD             NJGS
 JU2305  HISTORY     - 20130423 GOOD             NJDEP
 JU2305  HISTORY     - 20190716 GOOD             NJGS
 JU2305
 JU2305                          STATION DESCRIPTION
 JU2305
 JU2305'DESCRIBED BY NATIONAL 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 WAS
 JU2305'FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS WERE FOUND TILTED AND
 JU2305'OUT OF POSITION.  THEY WERE STRAIGHTENED UP AND THEIR POSITION
 JU2305'RE-ESTABLISHED.  THE STAMPING ON THE REFERENCE MARKS WERE NOT CHANGED.
 JU2305'A NEW STATION SURFACE AND SUB-SURFACE DISK WAS SET AND THEY ARE ABOUT
 JU2305'2 FEET LOWER THAN THE ORIGINAL MARK WAS.  A COMPLETE NEW DESCRIPTION
 JU2305'FOLLOWS.
 JU2305'
 JU2305'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF PORT ELIZABETH, 1-1/2
 JU2305'MILES NORTHWEST OF DELMONT AND 1 MILE EAST OF LEESBURG.  IT IS ON THE
 JU2305'GROUNDS OF THE LEESBURG STATE PRISON.
 JU2305'
 JU2305'TO REACH FROM THE POST OFFICE IN PORT ELIZABETH, GO SOUTH ON STATE
 JU2305'HIGHWAY 47 FOR 5.6 MILES TO THE ENTRANCE TO THE LEESBURG STATE PRISON
 JU2305'ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 47 FOR 0.05 MILE TO THE
 JU2305'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 47 FOR 0.25
 JU2305'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR
 JU2305'0.15 MILE TO A FIRE HYDRANT ON THE LEFT AND THE STATION.
 JU2305'
 JU2305'THE STATION MARK IS A STANDARD DISK STAMPED LEESBURG 1932 1974, SET IN
 JU2305'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 JU2305'IT IS 112 FEET NORTH OF THE FIRE HYDRANT, 37.5 FEET NORTHEAST OF THE
 JU2305'NORTHEAST CORNER OF A BLOCK BUILDING AND 2.5 FEET SOUTH OF A WITNESS
 JU2305'POST. (NOTE 1A 7A)
 JU2305'
 JU2305'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LEESBURG NO 1 1932,
 JU2305'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU2305'7-INCHES.  IT IS 134 FEET EAST-SOUTHEAST OF THE WITNESS POST AND 21.6
 JU2305'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE OLD CANNERY. (NOTE 11B)
 JU2305'
 JU2305'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LEESBURG NO 2 1932,
 JU2305'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU2305'4-INCHES.  IT IS 135 FEET SOUTHWEST OF THE WITNESS POST, 17.4 FEET
 JU2305'NORTHEAST OF THE NORTHWEST CORNER OF THE CARPENTERS SHOP AND 2.5 FEET
 JU2305'WEST OF THE EAST SIDE OF THE BLOCK BUILDING. (NOTE 11B)
 JU2305'
 JU2305'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEESBURG NO 3 1932, SET IN
 JU2305'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU2305'SURFACE OF THE GROUND.  IT IS 22.8 FEET EAST OF THE CENTER OF STATE
 JU2305'HIGHWAY 47 AND 2 FEET SOUTH OF POWERLINE POLE NUMBERED L 42.
 JU2305'
 JU2305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE EAST OF
 JU2305'LEESBURG.
 JU2305
 JU2305                          STATION RECOVERY (1979)
 JU2305
 JU2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 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 LEESBURG
 JU2305'STATE PRISON.  THE PRISON IS LOCATED ON STATE HIGHWAY 47, ABOUT 6.0 MI
 JU2305'(9.66 KM) SOUTH ON STATE HIGHWAY 47 FROM THE TOWN OF PORT ELIZABETH
 JU2305'AND 10.2 MI (16.41 KM) WEST-NORTHWEST FROM THE JUNCTION WITH STATE
 JU2305'HIGHWAY 83 IN SOUTH DENNIS. TO GAIN ADMITTANCE AND OCCUPY THE STATION,
 JU2305'GO TO THE PRISON ADMINISTRATION BUILDING.
 JU2305'
 JU2305'THE STATION IS LOCATED IN THE OUTSIDE FARM MACHINERY STORAGE YARD,
 JU2305'NORTH OF AND ACROSS THE ROAD FROM THE DIARY ROAD BARN COMPLEX
 JU2305'HEADQUARTERS BUILDING, IN THE SOUTH PART OF THE PRISON GROUNDS.
 JU2305'
 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 OF
 JU2305'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 (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.
 JU2305'
 JU2305'THE STATION IS LOCATED IN THE OUTSIDE FARM MACHINERY STORAGE YARD,
 JU2305'NORTH OF AND ACROSS THE ROAD FROM THE DIARY ROAD BARN COMPLEX
 JU2305'HEADQUARTERS BUILDING, IN THE SOUTH PART OF THE PRISON GROUNDS.
 JU2305'
 JU2305'THE STATION IS 160 M (524.9 FT) EAST FROM THE CENTERLINE OF STATE
 JU2305'HIGHWAY 47, 45.6 M (149.6 FT) NORTH OF THE DIARY ROAD CENTERLINE, 86 M
 JU2305'(282.2 FT) NORTHEAST FROM AND NORMAL TO THE CENTER COLUMN OF THE WATER
 JU2305'TANK, 34.1 M (111.9 FT) NORTH FROM A FIRE HYDRANT, 19.3 M (63.3 FT)
 JU2305'NORTHWEST FROM THE NORTHWEST CORNER OF THE EAST WEST LEG OF AN ELL
 JU2305'SHAPED BARN, 18.0 M (59.1 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 JU2305'THE NORTH SOUTH LEG OF THE SAME BARN, 26.65 M (87.43 FT) NORTH FROM
 JU2305'THE 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 V
 JU2305'8 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 (2000)
 JU2305
 JU2305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 JU2305'RECOVERED AS DESCRIBED.
 JU2305
 JU2305                          STATION RECOVERY (2000)
 JU2305
 JU2305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHO)
 JU2305'RECOVERED AS DESCRIBED.
 JU2305
 JU2305                          STATION RECOVERY (2013)
 JU2305
 JU2305'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2013 (JO)
 JU2305'RECOVERED IN GOOD CONDITION.
 JU2305
 JU2305                          STATION RECOVERY (2019)
 JU2305
 JU2305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU2305'RECOVERED AS DESCRIBED.  TO ACCESS STATION, YOU MUST FIRST VISIT THE
 JU2305'MAIN BUILDING OF THE PRISON COMPLEX LOCATED ON MINIMUM ROAD.
 JU2305'
 JU2305'THE STATION IS LOCATED IN AN ACTIVE AGRICULTURAL AREA AND THE
 JU2305'STABILITY MAYBE COMPROMISED DUE TO FARM EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2306 ***********************************************************************
 JU2306  DESIGNATION -  LEESBURG RM 2
 JU2306  PID         -  JU2306
 JU2306  STATE/COUNTY-  NJ/CUMBERLAND
 JU2306  COUNTRY     -  US
 JU2306  USGS QUAD   -  HEISLERVILLE (2019)
 JU2306
 JU2306                         *CURRENT SURVEY CONTROL
 JU2306  ______________________________________________________________________
 JU2306* NAD 83(1986) POSITION- 39 13 57.10   (N) 074 57 47.28   (W)   HD_HELD1
 JU2306* NAVD 88 ORTHO HEIGHT -     3.629 (meters)       11.91  (feet) ADJUSTED
 JU2306  ______________________________________________________________________
 JU2306  GEOID HEIGHT    -        -34.523 (meters)                     GEOID18
 JU2306  DYNAMIC HEIGHT  -          3.627 (meters)       11.90  (feet) COMP
 JU2306  MODELED GRAVITY -    980,093.4   (mgal)                       NAVD 88
 JU2306
 JU2306  VERT ORDER      -  FIRST     CLASS II
 JU2306
 JU2306.The horizontal coordinates were determined by differentially corrected
 JU2306.hand held GPS observations or other comparable positioning techniques
 JU2306.and have an estimated accuracy of +/- 3 meters.
 JU2306
 JU2306.The orthometric height was determined by differential leveling and
 JU2306.adjusted by the NATIONAL GEODETIC SURVEY
 JU2306.in June 1991.
 JU2306
 JU2306.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2306.GEOID18 height accuracy estimate available here.
 JU2306
 JU2306.Click photographs - Photos may exist for this station.
 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       -    44,414.8     110,016.0     MT  (+/- 3 meters HH1 GPS) 
 JU2306
 JU2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0318142581(NAD 83)
 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
 JU2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2306.See file dsdata.pdf to determine how the superseded data were derived.
 JU2306
 JU2306_MARKER: DR = REFERENCE MARK DISK
 JU2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU2304 ***********************************************************************
 JU2304  DESIGNATION -  LEESBURG RM 3
 JU2304  PID         -  JU2304
 JU2304  STATE/COUNTY-  NJ/CUMBERLAND
 JU2304  COUNTRY     -  US
 JU2304  USGS QUAD   -  HEISLERVILLE (2019)
 JU2304
 JU2304                         *CURRENT SURVEY CONTROL
 JU2304  ______________________________________________________________________
 JU2304* NAD 83(1986) POSITION- 39 14 06.3    (N) 074 57 56.2    (W)   HD_HELD2
 JU2304* NAVD 88 ORTHO HEIGHT -     4.003 (meters)       13.13  (feet) ADJUSTED
 JU2304  ______________________________________________________________________
 JU2304  GEOID HEIGHT    -        -34.511 (meters)                     GEOID18
 JU2304  DYNAMIC HEIGHT  -          4.000 (meters)       13.12  (feet) COMP
 JU2304  MODELED GRAVITY -    980,094.0   (mgal)                       NAVD 88
 JU2304
 JU2304  VERT ORDER      -  FIRST     CLASS II
 JU2304
 JU2304.The horizontal coordinates were established by autonomous hand held GPS
 JU2304.observations and have an estimated accuracy of +/- 10 meters.
 JU2304
 JU2304.The orthometric height was determined by differential leveling and
 JU2304.adjusted by the NATIONAL GEODETIC SURVEY
 JU2304.in June 1991.
 JU2304
 JU2304.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2304.GEOID18 height accuracy estimate available here.
 JU2304
 JU2304.Click photographs - Photos may exist for this station.
 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       -    44,700.      109,804.      MT  (+/- 10 meters HH2 GPS)
 JU2304
 JU2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0296742865(NAD 83)
 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
 JU2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2304.See file dsdata.pdf to determine how the superseded data were derived.
 JU2304
 JU2304_MARKER: DR = REFERENCE MARK DISK
 JU2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2304_STAMPING: LEESBURG NO 3 1932
 JU2304_MARK LOGO: CGS
 JU2304_PROJECTION: FLUSH
 JU2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2304+STABILITY: SURFACE MOTION
 JU2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2304+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2013
 JU2304
 JU2304  HISTORY     - Date     Condition        Report By
 JU2304  HISTORY     - 1932     MONUMENTED       CGS
 JU2304  HISTORY     - 1979     GOOD             NGS
 JU2304  HISTORY     - 20061117 GOOD             GEOCAC
 JU2304  HISTORY     - 20131204 GOOD             WATER
 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.
 JU2304
 JU2304                          STATION RECOVERY (2006)
 JU2304
 JU2304'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2304'THE STATION IS ABOUT 325 FEET SOUTH-SOUTHEAST OF MINIMUM ROAD, THE
 JU2304'ENTRANCE DRIVE TO BAYVIEW STATE PRISON MINIMUM SECURITY UNIT.
 JU2304
 JU2304                          STATION RECOVERY (2013)
 JU2304
 JU2304'RECOVERY NOTE BY WATERSHED SCIENCES 2013 (MN)
 JU2304'IN ADDITION TO THE EXISTING DESCRIPTIONS, MONUMENT IS STAMPED LEESBURG
 JU2304'NO 3 1932. NEARBY POWER POLE 2FT TO THE NORTH MAY INTERFERE WITH
 JU2304'CERTAIN GNSS CONSTELLATIONS, BUT IT IS GENERALLY ADEQUATE FOR GNSS
 JU2304'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2966 ***********************************************************************
 JU2966  DESIGNATION -  LEESBURG STATE PRISON WATER TK
 JU2966  PID         -  JU2966
 JU2966  STATE/COUNTY-  NJ/CUMBERLAND
 JU2966  COUNTRY     -  US
 JU2966  USGS QUAD   -  HEISLERVILLE (2019)
 JU2966
 JU2966                         *CURRENT SURVEY CONTROL
 JU2966  ______________________________________________________________________
 JU2966* NAD 83(1996) POSITION- 39 13 56.27797(N) 074 57 49.23489(W)   ADJUSTED
 JU2966  ______________________________________________________________________
 JU2966  GEOID HEIGHT    -        -34.523 (meters)                     GEOID18
 JU2966  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2966.GEOID18 height accuracy estimate available here.
 JU2966
 JU2966.Click photographs - Photos may exist for this station.
 JU2966
 JU2966.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2966
 JU2966. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0313542556(NAD 83)
 JU2966
 JU2966                          SUPERSEDED SURVEY CONTROL
 JU2966
 JU2966  NAD 83(1991)-  39 13 56.26501(N)    074 57 49.23618(W) AD(       ) 3
 JU2966  NAD 83(1986)-  39 13 56.26069(N)    074 57 49.23990(W) AD(       ) 3
 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
 JU2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2966.See file dsdata.pdf to determine how the superseded data were derived.
 JU2966
 JU2966_MARKER: 51 = TANK
 JU2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2966+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 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  HISTORY     - 20071012 GOOD             UE
 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.
 JU2966
 JU2966                          STATION RECOVERY (2007)
 JU2966
 JU2966'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4296 ***********************************************************************
 KV4296  DESIGNATION -  LEHIGH
 KV4296  PID         -  KV4296
 KV4296  STATE/COUNTY-  NJ/ESSEX
 KV4296  COUNTRY     -  US
 KV4296  USGS QUAD   -  JERSEY CITY (2019)
 KV4296
 KV4296                         *CURRENT SURVEY CONTROL
 KV4296  ______________________________________________________________________
 KV4296* NAD 83(1996) POSITION- 40 42 03.86141(N) 074 07 22.10905(W)   ADJUSTED
 KV4296* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4296  ______________________________________________________________________
 KV4296  GEOID HEIGHT    -        -32.182 (meters)                     GEOID18
 KV4296  LAPLACE CORR    -          6.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4296.GEOID18 height accuracy estimate available here.
 KV4296
 KV4296.Click photographs - Photos may exist for this station.
 KV4296
 KV4296.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4296
 KV4296. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7410505944(NAD 83)
 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  USSD        -  40 42 03.87000(N)    074 07 23.49500(W) AD(       ) 3
 KV4296
 KV4296.Superseded values are not recommended for survey control.
 KV4296
 KV4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4296.See file dsdata.pdf to determine how the superseded data were derived.
 KV4296
 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 = JULY 24, 2026 22:12:30 EDT
 KV4316 ***********************************************************************
 KV4316  DESIGNATION -  LEHIGH 1930
 KV4316  PID         -  KV4316
 KV4316  STATE/COUNTY-  NJ/HUDSON
 KV4316  COUNTRY     -  US
 KV4316  USGS QUAD   -  JERSEY CITY (2019)
 KV4316
 KV4316                         *CURRENT SURVEY CONTROL
 KV4316  ______________________________________________________________________
 KV4316* NAD 83(1996) POSITION- 40 41 47.82106(N) 074 03 48.87204(W)   ADJUSTED
 KV4316* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV4316  ______________________________________________________________________
 KV4316  GEOID HEIGHT    -        -32.017 (meters)                     GEOID18
 KV4316  LAPLACE CORR    -          5.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4316.GEOID18 height accuracy estimate available here.
 KV4316
 KV4316.Click photographs - Photos may exist for this station.
 KV4316
 KV4316.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4316
 KV4316. The following values were computed from the NAD 83(1996) position.
 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       -  GOVERNORS ISLAND CUPOLA                  101 13 34.9
 KV4316:SPC NY L     -  GOVERNORS ISLAND CUPOLA                  101 33 09.1
 KV4316:UTM  18      -  GOVERNORS ISLAND CUPOLA                  100 54 01.1
 KV4316
 KV4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7911505501(NAD 83)
 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
 KV4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4316.See file dsdata.pdf to determine how the superseded data were derived.
 KV4316
 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 = JULY 24, 2026 22:12:30 EDT
 KV6411 ***********************************************************************
 KV6411  DESIGNATION -  LEHIGH LOWER RANGE FRONT LIGHT
 KV6411  PID         -  KV6411
 KV6411  STATE/COUNTY-  NJ/BURLINGTON
 KV6411  COUNTRY     -  US
 KV6411  USGS QUAD   -  BRISTOL (2019)
 KV6411
 KV6411                         *CURRENT SURVEY CONTROL
 KV6411  ______________________________________________________________________
 KV6411* NAD 83(1996) POSITION- 40 04 51.41717(N) 074 51 51.56393(W)   NO CHECK
 KV6411* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6411  ______________________________________________________________________
 KV6411  GEOID HEIGHT    -        -32.882 (meters)                     GEOID18
 KV6411  LAPLACE CORR    -          3.17  (seconds)                    DEFLEC18
 KV6411  HORZ ORDER      -  THIRD
 KV6411
 KV6411.The horizontal coordinates were established by classical geodetic methods
 KV6411.and adjusted by the National Geodetic Survey in September 1999.
 KV6411
 KV6411.No horizontal observational check was made to the station.
 KV6411
 KV6411.The orthometric height was scaled from a topographic map.
 KV6411
 KV6411.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6411.GEOID18 height accuracy estimate available here.
 KV6411
 KV6411.Click photographs - Photos may exist for this station.
 KV6411
 KV6411.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6411
 KV6411. The following values were computed from the NAD 83(1996) position.
 KV6411
 KV6411;                    North         East     Units Scale Factor Converg.
 KV6411;SPC NJ       -   138,565.344   118,928.866   MT  0.99991188   -0 14 04.5
 KV6411;SPC NJ       -   454,609.80    390,185.79   sFT  0.99991188   -0 14 04.5
 KV6411;UTM  18      - 4,436,750.671   511,567.636   MT  0.99960165   +0 05 14.5
 KV6411
 KV6411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6411!SPC NJ       -   1.00000497  x   0.99991188  =   0.99991685
 KV6411!UTM  18      -   1.00000497  x   0.99960165  =   0.99960662
 KV6411
 KV6411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1156736750(NAD 83)
 KV6411
 KV6411                          SUPERSEDED SURVEY CONTROL
 KV6411
 KV6411  NAD 83(1986)-  40 04 51.41565(N)    074 51 51.56575(W) AD(       ) 3
 KV6411
 KV6411.Superseded values are not recommended for survey control.
 KV6411
 KV6411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6411.See file dsdata.pdf to determine how the superseded data were derived.
 KV6411
 KV6411_MARKER: 15 = RANGE MARKER
 KV6411
 KV6411  HISTORY     - Date     Condition        Report By
 KV6411  HISTORY     - 1978     FIRST OBSERVED   NOS
 KV6411
 KV6411                          STATION DESCRIPTION
 KV6411
 KV6411'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6412 ***********************************************************************
 KV6412  DESIGNATION -  LEHIGH LOWER RANGE REAR LIGHT
 KV6412  PID         -  KV6412
 KV6412  STATE/COUNTY-  NJ/BURLINGTON
 KV6412  COUNTRY     -  US
 KV6412  USGS QUAD   -  BRISTOL (2019)
 KV6412
 KV6412                         *CURRENT SURVEY CONTROL
 KV6412  ______________________________________________________________________
 KV6412* NAD 83(1996) POSITION- 40 04 50.25460(N) 074 51 52.41966(W)   NO CHECK
 KV6412  ______________________________________________________________________
 KV6412  GEOID HEIGHT    -        -32.881 (meters)                     GEOID18
 KV6412  LAPLACE CORR    -          3.17  (seconds)                    DEFLEC18
 KV6412  HORZ ORDER      -  THIRD
 KV6412
 KV6412.The horizontal coordinates were established by classical geodetic methods
 KV6412.and adjusted by the National Geodetic Survey in September 1999.
 KV6412
 KV6412.No horizontal observational check was made to the station.
 KV6412
 KV6412.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6412.GEOID18 height accuracy estimate available here.
 KV6412
 KV6412.Click photographs - Photos may exist for this station.
 KV6412
 KV6412.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6412
 KV6412. The following values were computed from the NAD 83(1996) position.
 KV6412
 KV6412;                    North         East     Units Scale Factor Converg.
 KV6412;SPC NJ       -   138,529.572   118,908.447   MT  0.99991190   -0 14 05.0
 KV6412;SPC NJ       -   454,492.44    390,118.80   sFT  0.99991190   -0 14 05.0
 KV6412;UTM  18      - 4,436,714.797   511,547.424   MT  0.99960164   +0 05 13.9
 KV6412
 KV6412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1154736714(NAD 83)
 KV6412
 KV6412                          SUPERSEDED SURVEY CONTROL
 KV6412
 KV6412  NAD 83(1986)-  40 04 50.24992(N)    074 51 52.39571(W) AD(       ) 3
 KV6412
 KV6412.Superseded values are not recommended for survey control.
 KV6412
 KV6412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6412.See file dsdata.pdf to determine how the superseded data were derived.
 KV6412
 KV6412_MARKER: 15 = RANGE MARKER
 KV6412
 KV6412  HISTORY     - Date     Condition        Report By
 KV6412  HISTORY     - 1978     FIRST OBSERVED   NOS
 KV6412
 KV6412                          STATION DESCRIPTION
 KV6412
 KV6412'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5365 ***********************************************************************
 DR5365  DESIGNATION -  LEO
 DR5365  PID         -  DR5365
 DR5365  STATE/COUNTY-  NJ/MONMOUTH
 DR5365  COUNTRY     -  US
 DR5365  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5365
 DR5365                         *CURRENT SURVEY CONTROL
 DR5365  ______________________________________________________________________
 DR5365* NAD 83(1986) POSITION- 40 25 24.89   (N) 074 03 39.58   (W)   HD_HELD1
 DR5365* NAVD 88 ORTHO HEIGHT -     2.041 (meters)        6.70  (feet) ADJUSTED
 DR5365  ______________________________________________________________________
 DR5365  GEOID HEIGHT    -        -32.423 (meters)                     GEOID18
 DR5365  DYNAMIC HEIGHT  -          2.040 (meters)        6.69  (feet) COMP
 DR5365  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 DR5365
 DR5365  VERT ORDER      -  FIRST     CLASS II
 DR5365
 DR5365.The horizontal coordinates were determined by differentially corrected
 DR5365.hand held GPS observations or other comparable positioning techniques
 DR5365.and have an estimated accuracy of +/- 3 meters.
 DR5365
 DR5365.The orthometric height was determined by differential leveling and
 DR5365.adjusted by the NATIONAL GEODETIC SURVEY
 DR5365.in July 2020.
 DR5365
 DR5365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5365.GEOID18 height accuracy estimate available here.
 DR5365
 DR5365.Click photographs - Photos may exist for this station.
 DR5365
 DR5365.The dynamic height is computed by dividing the NAVD 88
 DR5365.geopotential number by the normal gravity value computed on the
 DR5365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5365.degrees latitude (g = 980.6199 gals.).
 DR5365
 DR5365.The modeled gravity was interpolated from observed gravity values.
 DR5365
 DR5365;                    North         East    Units  Estimated Accuracy
 DR5365;SPC NJ       -   176,636.1     187,252.0     MT  (+/- 3 meters HH1 GPS) 
 DR5365
 DR5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7965675195(NAD 83)
 DR5365
 DR5365                          SUPERSEDED SURVEY CONTROL
 DR5365
 DR5365.No superseded survey control is available for this station.
 DR5365
 DR5365_MARKER: DD = SURVEY DISK
 DR5365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5365_STAMPING: LEO 2015
 DR5365_MARK LOGO: USACE
 DR5365_PROJECTION: RECESSED 15 CENTIMETERS
 DR5365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR5365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5365+STABILITY: SURFACE MOTION
 DR5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5365+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2021
 DR5365
 DR5365  HISTORY     - Date     Condition        Report By
 DR5365  HISTORY     - 2015     MONUMENTED       USACE
 DR5365  HISTORY     - 20180828 GOOD             NJGS
 DR5365  HISTORY     - 20210210 GOOD             NJGS
 DR5365
 DR5365                          STATION DESCRIPTION
 DR5365
 DR5365'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5365'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) EAST-SOUTHEAST OF PERTH
 DR5365'AMBOY, 9.0 MI (14.5 KM) NORTH-NORTHWEST OF LONG BRANCH AND 7.4 MI
 DR5365'(11.9 KM) EAST OF KEYPORT, IN LEONARDO.
 DR5365'
 DR5365'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE HIGHWAY 36 AND
 DR5365'APPLETON AVENUE, GO 0.05 N ON APPLETON AVENUE, TO JUNCTION WITH VIOLA
 DR5365'AVENUE.  TURN RIGHT AND GO 0.15 MI (0.24 KM) EAST TO THE T-JUNCTION
 DR5365'WITH CONCORD AVENUE.  TURN LEFT AND GO 0.55 MI (0.88 KM) NORTH ON
 DR5365'CONCORD AVENUE TO THE LEONARDO STATE MARINA AND THE STATION ON THE
 DR5365'RIGHT IN THE NORTHERLY GRASS PARKING SLOT ISLAND.
 DR5365'
 DR5365'THE STATION IS AN U.S. ARMY CORPS OF ENGINEER DISK ON A 4 FT (1.2 M)
 DR5365'ALUMINUM MONUMENT SET IN CONCRETE, ABOUT 70 FT (21.3 M) EAST OF THE
 DR5365'CENTERLINE OF CONCORD AVENUE, ABOUT 110 FT (33.5 M) SOUTH OF THE BOAT
 DR5365'RAMP, 5.7 FT (1.7 M) EAST OF THE WEST CURB, 6.7 FT (2.0 M) SOUTH OF
 DR5365'THE NORTH END OF THE ISLAND, 7.2 FT (2.2 M) NORTH OF THE CURB CORNER
 DR5365'FOR THE NORTHERLY PARKING SLOT.  THE STATION IS IN LINE WITH THE WEST
 DR5365'CURB LINE FOR THE DIAGONAL PARKING SLOTS.
 DR5365
 DR5365                          STATION RECOVERY (2021)
 DR5365
 DR5365'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 DR5365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4937 ***********************************************************************
 KV4937  DESIGNATION -  LEONARDO PIER
 KV4937  PID         -  KV4937
 KV4937  STATE/COUNTY-  NJ/MONMOUTH
 KV4937  COUNTRY     -  US
 KV4937  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4937
 KV4937                         *CURRENT SURVEY CONTROL
 KV4937  ______________________________________________________________________
 KV4937* NAD 83(1996) POSITION- 40 27 22.30071(N) 074 02 59.67261(W)   ADJUSTED
 KV4937* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4937  ______________________________________________________________________
 KV4937  GEOID HEIGHT    -        -32.398 (meters)                     GEOID18
 KV4937  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4937.GEOID18 height accuracy estimate available here.
 KV4937
 KV4937.Click photographs - Photos may exist for this station.
 KV4937
 KV4937.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4937
 KV4937. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000498  x   0.99991793  =   0.99992291
 KV4937!UTM  18      -   1.00000498  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8055778825(NAD 83)
 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
 KV4937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4937.See file dsdata.pdf to determine how the superseded data were derived.
 KV4937
 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 = JULY 24, 2026 22:12:30 EDT
 KV4914 ***********************************************************************
 KV4914  DESIGNATION -  LEONARDO PIER FRONT RANGE LT
 KV4914  PID         -  KV4914
 KV4914  STATE/COUNTY-  NJ/MONMOUTH
 KV4914  COUNTRY     -  US
 KV4914  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4914
 KV4914                         *CURRENT SURVEY CONTROL
 KV4914  ______________________________________________________________________
 KV4914* NAD 83(1996) POSITION- 40 27 02.87962(N) 074 03 07.67152(W)   ADJUSTED
 KV4914* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4914  ______________________________________________________________________
 KV4914  GEOID HEIGHT    -        -32.402 (meters)                     GEOID18
 KV4914  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4914.GEOID18 height accuracy estimate available here.
 KV4914
 KV4914.Click photographs - Photos may exist for this station.
 KV4914
 KV4914.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4914
 KV4914. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8037578224(NAD 83)
 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
 KV4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4914.See file dsdata.pdf to determine how the superseded data were derived.
 KV4914
 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 = JULY 24, 2026 22:12:30 EDT
 KV4916 ***********************************************************************
 KV4916  DESIGNATION -  LEONARDO PIER REAR RANGE ECC
 KV4916  PID         -  KV4916
 KV4916  STATE/COUNTY-  NJ/MONMOUTH
 KV4916  COUNTRY     -  US
 KV4916  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4916
 KV4916                         *CURRENT SURVEY CONTROL
 KV4916  ______________________________________________________________________
 KV4916* NAD 83(1996) POSITION- 40 26 42.83779(N) 074 03 21.19642(W)   ADJUSTED
 KV4916* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4916  ______________________________________________________________________
 KV4916  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 KV4916  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4916.GEOID18 height accuracy estimate available here.
 KV4916
 KV4916.Click photographs - Photos may exist for this station.
 KV4916
 KV4916.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4916
 KV4916. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000498  x   0.99991746  =   0.99992244
 KV4916!UTM  18      -   1.00000498  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8006377603(NAD 83)
 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
 KV4916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4916.See file dsdata.pdf to determine how the superseded data were derived.
 KV4916
 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 = JULY 24, 2026 22:12:30 EDT
 JU2754 ***********************************************************************
 JU2754  DESIGNATION -  LETTUCE RESET
 JU2754  PID         -  JU2754
 JU2754  STATE/COUNTY-  NJ/ATLANTIC
 JU2754  COUNTRY     -  US
 JU2754  USGS QUAD   -  BRIGANTINE INLET (2019)
 JU2754
 JU2754                         *CURRENT SURVEY CONTROL
 JU2754  ______________________________________________________________________
 JU2754* NAD 83(1996) POSITION- 39 29 01.50207(N) 074 20 31.74499(W)   ADJUSTED
 JU2754* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2754  ______________________________________________________________________
 JU2754  GEOID HEIGHT    -        -33.998 (meters)                     GEOID18
 JU2754  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2754.GEOID18 height accuracy estimate available here.
 JU2754
 JU2754.Click photographs - Photos may exist for this station.
 JU2754
 JU2754.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2754
 JU2754. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000524  x   0.99990227  =   0.99990751
 JU2754!UTM  18      -   1.00000524  x   0.99963941  =   0.99964465
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5657470667(NAD 83)
 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
 JU2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2754.See file dsdata.pdf to determine how the superseded data were derived.
 JU2754
 JU2754_MARKER: DS = TRIANGULATION STATION DISK
 JU2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2754_STAMPING: LETTUCE 1935
 JU2754_MARK LOGO: CGS
 JU2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2754+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4676 ***********************************************************************
 KV4676  DESIGNATION -  LIFE INSURANCE COMPANY SPIRE
 KV4676  PID         -  KV4676
 KV4676  STATE/COUNTY-  NJ/ESSEX
 KV4676  COUNTRY     -  US
 KV4676  USGS QUAD   -  ELIZABETH (2016)
 KV4676
 KV4676                         *CURRENT SURVEY CONTROL
 KV4676  ______________________________________________________________________
 KV4676* NAD 83(1996) POSITION- 40 44 12.89190(N) 074 10 21.13736(W)   ADJUSTED
 KV4676  ______________________________________________________________________
 KV4676  GEOID HEIGHT    -        -32.318 (meters)                     GEOID18
 KV4676  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4676.GEOID18 height accuracy estimate available here.
 KV4676
 KV4676.Click photographs - Photos may exist for this station.
 KV4676
 KV4676.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4676
 KV4676. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6986709881(NAD 83)
 KV4676
 KV4676                          SUPERSEDED SURVEY CONTROL
 KV4676
 KV4676  NAD 83(1996)-  40 44 12.89178(N)    074 10 21.13760(W) AD(       ) 3
 KV4676  NAD 83(1986)-  40 44 12.88971(N)    074 10 21.14060(W) AD(       ) 3
 KV4676  NAD 27      -  40 44 12.52300(N)    074 10 22.61300(W) AD(       ) 3
 KV4676  USSD        -  40 44 12.90000(N)    074 10 22.50000(W) AD(       ) 3
 KV4676
 KV4676.Superseded values are not recommended for survey control.
 KV4676
 KV4676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4676.See file dsdata.pdf to determine how the superseded data were derived.
 KV4676
 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 = JULY 24, 2026 22:12:30 EDT
 JU2767 ***********************************************************************
 JU2767  DESIGNATION -  LIGHT
 JU2767  PID         -  JU2767
 JU2767  STATE/COUNTY-  NJ/ATLANTIC
 JU2767  COUNTRY     -  US
 JU2767  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2767
 JU2767                         *CURRENT SURVEY CONTROL
 JU2767  ______________________________________________________________________
 JU2767* NAD 83(1996) POSITION- 39 21 11.22759(N) 074 29 37.36295(W)   ADJUSTED
 JU2767* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2767  ______________________________________________________________________
 JU2767  GEOID HEIGHT    -        -34.386 (meters)                     GEOID18
 JU2767  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2767.GEOID18 height accuracy estimate available here.
 JU2767
 JU2767.Click photographs - Photos may exist for this station.
 JU2767
 JU2767.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2767
 JU2767. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000530  x   0.99990000  =   0.99990530
 JU2767!UTM  18      -   1.00000530  x   0.99962343  =   0.99962873
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4362156085(NAD 83)
 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
 JU2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2767.See file dsdata.pdf to determine how the superseded data were derived.
 JU2767
 JU2767_MARKER: DS = TRIANGULATION STATION DISK
 JU2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2767_STAMPING: LIGHT 1935
 JU2767_MARK LOGO: CGS
 JU2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2767+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2796 ***********************************************************************
 JU2796  DESIGNATION -  LIGHT 100
 JU2796  PID         -  JU2796
 JU2796  STATE/COUNTY-  NJ/ATLANTIC
 JU2796  COUNTRY     -  US
 JU2796  USGS QUAD   -  OCEANVILLE (2019)
 JU2796
 JU2796                         *CURRENT SURVEY CONTROL
 JU2796  ______________________________________________________________________
 JU2796* NAD 83(1996) POSITION- 39 24 41.72311(N) 074 26 04.90204(W)   ADJUSTED
 JU2796  ______________________________________________________________________
 JU2796  GEOID HEIGHT    -        -34.193 (meters)                     GEOID18
 JU2796  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 JU2796  HORZ ORDER      -  THIRD
 JU2796
 JU2796.The horizontal coordinates were established by classical geodetic methods
 JU2796.and adjusted by the National Geodetic Survey in September 1999.
 JU2796
 JU2796.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2796.GEOID18 height accuracy estimate available here.
 JU2796
 JU2796.Click photographs - Photos may exist for this station.
 JU2796
 JU2796.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2796
 JU2796. The following values were computed from the NAD 83(1996) position.
 JU2796
 JU2796;                    North         East     Units Scale Factor Converg.
 JU2796;SPC NJ       -    64,192.383   155,623.653   MT  0.99990039   +0 02 29.3
 JU2796;SPC NJ       -   210,604.51    510,575.27   sFT  0.99990039   +0 02 29.3
 JU2796;UTM  18      - 4,362,605.184   548,666.039   MT  0.99962916   +0 21 32.1
 JU2796
 JU2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4866662605(NAD 83)
 JU2796
 JU2796                          SUPERSEDED SURVEY CONTROL
 JU2796
 JU2796  NAD 83(1986)-  39 24 41.71352(N)    074 26 04.89320(W) AD(       ) 3
 JU2796  NAD 27      -  39 24 41.30000(N)    074 26 06.35000(W) AD(       ) 3
 JU2796
 JU2796.Superseded values are not recommended for survey control.
 JU2796
 JU2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2796.See file dsdata.pdf to determine how the superseded data were derived.
 JU2796
 JU2796_MARKER: 14 = NAVIGATION LIGHT
 JU2796
 JU2796  HISTORY     - Date     Condition        Report By
 JU2796  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2796
 JU2796                          STATION DESCRIPTION
 JU2796
 JU2796'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2784 ***********************************************************************
 JU2784  DESIGNATION -  LIGHT 102
 JU2784  PID         -  JU2784
 JU2784  STATE/COUNTY-  NJ/ATLANTIC
 JU2784  COUNTRY     -  US
 JU2784  USGS QUAD   -  OCEANVILLE (2019)
 JU2784
 JU2784                         *CURRENT SURVEY CONTROL
 JU2784  ______________________________________________________________________
 JU2784* NAD 83(1996) POSITION- 39 24 18.27910(N) 074 26 05.32560(W)   ADJUSTED
 JU2784  ______________________________________________________________________
 JU2784  GEOID HEIGHT    -        -34.225 (meters)                     GEOID18
 JU2784  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 JU2784  HORZ ORDER      -  THIRD
 JU2784
 JU2784.The horizontal coordinates were established by classical geodetic methods
 JU2784.and adjusted by the National Geodetic Survey in September 1999.
 JU2784
 JU2784.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2784.GEOID18 height accuracy estimate available here.
 JU2784
 JU2784.Click photographs - Photos may exist for this station.
 JU2784
 JU2784.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2784
 JU2784. The following values were computed from the NAD 83(1996) position.
 JU2784
 JU2784;                    North         East     Units Scale Factor Converg.
 JU2784;SPC NJ       -    63,469.439   155,614.043   MT  0.99990039   +0 02 29.0
 JU2784;SPC NJ       -   208,232.65    510,543.74   sFT  0.99990039   +0 02 29.0
 JU2784;UTM  18      - 4,361,882.394   548,660.437   MT  0.99962915   +0 21 31.6
 JU2784
 JU2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4866061882(NAD 83)
 JU2784
 JU2784                          SUPERSEDED SURVEY CONTROL
 JU2784
 JU2784  NAD 83(1986)-  39 24 18.26923(N)    074 26 05.31667(W) AD(       ) 3
 JU2784  NAD 27      -  39 24 17.85000(N)    074 26 06.78000(W) AD(       ) 3
 JU2784
 JU2784.Superseded values are not recommended for survey control.
 JU2784
 JU2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2784.See file dsdata.pdf to determine how the superseded data were derived.
 JU2784
 JU2784_MARKER: 14 = NAVIGATION LIGHT
 JU2784
 JU2784  HISTORY     - Date     Condition        Report By
 JU2784  HISTORY     - UNK      FIRST OBSERVED
 JU2784
 JU2784                          STATION DESCRIPTION
 JU2784
 JU2784'DESCRIBED UNK
 JU2784'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2786 ***********************************************************************
 JU2786  DESIGNATION -  LIGHT 104
 JU2786  PID         -  JU2786
 JU2786  STATE/COUNTY-  NJ/ATLANTIC
 JU2786  COUNTRY     -  US
 JU2786  USGS QUAD   -  OCEANVILLE (2019)
 JU2786
 JU2786                         *CURRENT SURVEY CONTROL
 JU2786  ______________________________________________________________________
 JU2786* NAD 83(1996) POSITION- 39 24 00.64155(N) 074 26 07.41257(W)   ADJUSTED
 JU2786  ______________________________________________________________________
 JU2786  GEOID HEIGHT    -        -34.247 (meters)                     GEOID18
 JU2786  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 JU2786  HORZ ORDER      -  THIRD
 JU2786
 JU2786.The horizontal coordinates were established by classical geodetic methods
 JU2786.and adjusted by the National Geodetic Survey in September 1999.
 JU2786
 JU2786.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2786.GEOID18 height accuracy estimate available here.
 JU2786
 JU2786.Click photographs - Photos may exist for this station.
 JU2786
 JU2786.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2786
 JU2786. The following values were computed from the NAD 83(1996) position.
 JU2786
 JU2786;                    North         East     Units Scale Factor Converg.
 JU2786;SPC NJ       -    62,925.519   155,564.507   MT  0.99990038   +0 02 27.6
 JU2786;SPC NJ       -   206,448.14    510,381.22   sFT  0.99990038   +0 02 27.6
 JU2786;UTM  18      - 4,361,338.356   548,613.927   MT  0.99962910   +0 21 30.2
 JU2786
 JU2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4861361338(NAD 83)
 JU2786
 JU2786                          SUPERSEDED SURVEY CONTROL
 JU2786
 JU2786  NAD 83(1986)-  39 24 00.63152(N)    074 26 07.40347(W) AD(       ) 3
 JU2786  NAD 27      -  39 24 00.21000(N)    074 26 08.87000(W) AD(       ) 3
 JU2786
 JU2786.Superseded values are not recommended for survey control.
 JU2786
 JU2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2786.See file dsdata.pdf to determine how the superseded data were derived.
 JU2786
 JU2786_MARKER: 14 = NAVIGATION LIGHT
 JU2786
 JU2786  HISTORY     - Date     Condition        Report By
 JU2786  HISTORY     - UNK      FIRST OBSERVED
 JU2786
 JU2786                          STATION DESCRIPTION
 JU2786
 JU2786'DESCRIBED UNK
 JU2786'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2795 ***********************************************************************
 JU2795  DESIGNATION -  LIGHT 99
 JU2795  PID         -  JU2795
 JU2795  STATE/COUNTY-  NJ/ATLANTIC
 JU2795  COUNTRY     -  US
 JU2795  USGS QUAD   -  OCEANVILLE (2019)
 JU2795
 JU2795                         *CURRENT SURVEY CONTROL
 JU2795  ______________________________________________________________________
 JU2795* NAD 83(1996) POSITION- 39 24 57.87339(N) 074 25 39.88032(W)   ADJUSTED
 JU2795  ______________________________________________________________________
 JU2795  GEOID HEIGHT    -        -34.180 (meters)                     GEOID18
 JU2795  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 JU2795  HORZ ORDER      -  THIRD
 JU2795
 JU2795.The horizontal coordinates were established by classical geodetic methods
 JU2795.and adjusted by the National Geodetic Survey in September 1999.
 JU2795
 JU2795.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2795.GEOID18 height accuracy estimate available here.
 JU2795
 JU2795.Click photographs - Photos may exist for this station.
 JU2795
 JU2795.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2795
 JU2795. The following values were computed from the NAD 83(1996) position.
 JU2795
 JU2795;                    North         East     Units Scale Factor Converg.
 JU2795;SPC NJ       -    64,690.861   156,221.785   MT  0.99990048   +0 02 45.2
 JU2795;SPC NJ       -   212,239.93    512,537.64   sFT  0.99990048   +0 02 45.2
 JU2795;UTM  18      - 4,363,106.833   549,261.240   MT  0.99962988   +0 21 48.1
 JU2795
 JU2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4926163106(NAD 83)
 JU2795
 JU2795                          SUPERSEDED SURVEY CONTROL
 JU2795
 JU2795  NAD 83(1986)-  39 24 57.86437(N)    074 25 39.87091(W) AD(       ) 3
 JU2795  NAD 27      -  39 24 57.46000(N)    074 25 41.32000(W) AD(       ) 3
 JU2795
 JU2795.Superseded values are not recommended for survey control.
 JU2795
 JU2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2795.See file dsdata.pdf to determine how the superseded data were derived.
 JU2795
 JU2795_MARKER: 14 = NAVIGATION LIGHT
 JU2795
 JU2795  HISTORY     - Date     Condition        Report By
 JU2795  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2795
 JU2795                          STATION DESCRIPTION
 JU2795
 JU2795'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4204 ***********************************************************************
 KV4204  DESIGNATION -  LIGHT CHIMNEY
 KV4204  PID         -  KV4204
 KV4204  STATE/COUNTY-  NJ/ESSEX
 KV4204  COUNTRY     -  US
 KV4204  USGS QUAD   -  ORANGE (2016)
 KV4204
 KV4204                         *CURRENT SURVEY CONTROL
 KV4204  ______________________________________________________________________
 KV4204* NAD 83(1996) POSITION- 40 46 41.30034(N) 074 09 05.62579(W)   ADJUSTED
 KV4204  ______________________________________________________________________
 KV4204  GEOID HEIGHT    -        -32.251 (meters)                     GEOID18
 KV4204  LAPLACE CORR    -          5.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4204.GEOID18 height accuracy estimate available here.
 KV4204
 KV4204.Click photographs - Photos may exist for this station.
 KV4204
 KV4204.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4204
 KV4204. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7159314475(NAD 83)
 KV4204
 KV4204                          SUPERSEDED SURVEY CONTROL
 KV4204
 KV4204  NAD 83(1996)-  40 46 41.30010(N)    074 09 05.62606(W) AD(       ) 3
 KV4204  NAD 83(1986)-  40 46 41.29594(N)    074 09 05.63198(W) AD(       ) 3
 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
 KV4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4204.See file dsdata.pdf to determine how the superseded data were derived.
 KV4204
 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 = JULY 24, 2026 22:12:30 EDT
 JU0320 ***********************************************************************
 JU0320  DESIGNATION -  LIGHTHOUSE PARK
 JU0320  PID         -  JU0320
 JU0320  STATE/COUNTY-  NJ/ATLANTIC
 JU0320  COUNTRY     -  US
 JU0320  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0320
 JU0320                         *CURRENT SURVEY CONTROL
 JU0320  ______________________________________________________________________
 JU0320* NAD 83(2011) POSITION- 39 21 57.91963(N) 074 24 49.63659(W)   ADJUSTED
 JU0320* NAD 83(2011) ELLIP HT-   -32.537 (meters)        (06/27/12)   ADJUSTED
 JU0320* NAD 83(2011) EPOCH   -  2010.00
 JU0320* NAVD 88 ORTHO HEIGHT -     1.878 (meters)        6.16  (feet) ADJUSTED
 JU0320  ______________________________________________________________________
 JU0320  GEOID HEIGHT    -        -34.423 (meters)                     GEOID18
 JU0320  NAD 83(2011) X  -  1,326,680.507 (meters)                     COMP
 JU0320  NAD 83(2011) Y  - -4,756,054.105 (meters)                     COMP
 JU0320  NAD 83(2011) Z  -  4,023,799.847 (meters)                     COMP
 JU0320  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 JU0320  DYNAMIC HEIGHT  -          1.877 (meters)        6.16  (feet) COMP
 JU0320  MODELED GRAVITY -    980,106.8   (mgal)                       NAVD 88
 JU0320
 JU0320  VERT ORDER      -  FIRST     CLASS II
 JU0320
 JU0320  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0320  Standards:
 JU0320         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0320            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0320  -------------------------------------------------------------------
 JU0320  NETWORK    0.94   1.39           0.41   0.35   0.71      0.08159418
 JU0320  -------------------------------------------------------------------
 JU0320  Click here for local accuracies and other accuracy information.
 JU0320
 JU0320.The horizontal coordinates were established by GPS observations
 JU0320.and adjusted by the National Geodetic Survey in June 2012.
 JU0320
 JU0320.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0320.been affixed to the stable North American tectonic plate. See 
 JU0320.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0320
 JU0320.The horizontal coordinates are valid at the epoch date displayed above
 JU0320.which is a decimal equivalence of Year/Month/Day.
 JU0320
 JU0320.The orthometric height was determined by differential leveling and
 JU0320.adjusted by the NATIONAL GEODETIC SURVEY
 JU0320.in March 2022.
 JU0320
 JU0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0320.GEOID18 height accuracy estimate available here.
 JU0320
 JU0320.Click photographs - Photos may exist for this station.
 JU0320
 JU0320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0320
 JU0320.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0320
 JU0320.The ellipsoidal height was determined by GPS observations
 JU0320.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0320
 JU0320;                    North         East     Units Scale Factor Converg.
 JU0320;SPC NJ       -    59,142.748   157,428.861   MT  0.99990068   +0 03 16.9
 JU0320;SPC NJ       -   194,037.50    516,497.85   sFT  0.99990068   +0 03 16.9
 JU0320;UTM  18      - 4,357,566.986   550,498.688   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       -  RITZ                                     240 13 44.3
 JU0320:UTM  18      -  RITZ                                     239 54 42.6
 JU0320
 JU0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5049857566(NAD 83)
 JU0320
 JU0320|---------------------------------------------------------------------|
 JU0320| PID    Reference Object                     Distance      Geod. Az  |
 JU0320|                                                           dddmmss.s |
 JU0320| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 3.8 KM 0313051.0 |
 JU0320| JU0321 LIGHTHOUSE PARK RM 1                 36.890 METERS 05324     |
 JU0320| CB2181 LIGHTHOUSE PARK RM 3                               23557     |
 JU0320| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 1.8 KM 2383036.2 |
 JU0320| JU2778 RITZ                                APPROX. 3.0 KM 2401701.2 |
 JU0320| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX. 3.5 KM 2891617.0 |
 JU0320| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 1.2 KM 2943015.1 |
 JU0320| JU2772 ABSECON LIGHT                        40.031 METERS 31045     |
 JU0320| JU0322 853 4720 TIDAL BASIC                 52.760 METERS 31746     |
 JU0320|---------------------------------------------------------------------|
 JU0320
 JU0320                          SUPERSEDED SURVEY CONTROL
 JU0320
 JU0320  NAD 83(2007)-  39 21 57.92001(N)    074 24 49.63736(W) AD(2002.00) 0
 JU0320  ELLIP H (02/10/07)  -32.527  (m)                       GP(2002.00)    
 JU0320  ELLIP H (10/23/02)  -32.498  (m)                       GP(       ) 4 1
 JU0320  NAD 83(1996)-  39 21 57.91974(N)    074 24 49.63728(W) AD(       ) 1
 JU0320  ELLIP H (05/14/99)  -32.516  (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)  -32.580  (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               1.87   (m)            6.1    (f) LEVELING    3  
 JU0320  NAVD 88 (06/15/91)    1.874  (m)            6.15   (f) SUPERSEDED  1 1
 JU0320  NGVD 29 (01/10/92)    2.279  (m)            7.48   (f) ADJUSTED    1 1
 JU0320  NGVD 29 (??/??/87)    2.279  (m)            7.48   (f) SUPERSEDED  1 1
 JU0320  NGVD 29               2.28   (m)            7.5    (f) LEVELING    3  
 JU0320
 JU0320.Superseded values are not recommended for survey control.
 JU0320
 JU0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0320.See file dsdata.pdf to determine how the superseded data were derived.
 JU0320
 JU0320_MARKER: DS = TRIANGULATION STATION DISK
 JU0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0320_STAMPING: LIGHTHOUSE PARK 1962
 JU0320_MARK LOGO: CGS
 JU0320_PROJECTION: RECESSED 5 CENTIMETERS
 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 - June 13, 2021
 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  HISTORY     - 20070816 GOOD             NJDEP
 JU0320  HISTORY     - 20170518 GOOD             NJGS
 JU0320  HISTORY     - 20210613 GOOD             NJGS
 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.
 JU0320
 JU0320                          STATION RECOVERY (2007)
 JU0320
 JU0320'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 JU0320'MONUMENT IS IN LIGHTHOUSE PARK PROPERTY IN STICKERBUSH HEDGE.
 JU0320'RECOVERED IN GOOD CONDITION.
 JU0320
 JU0320                          STATION RECOVERY (2017)
 JU0320
 JU0320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0320'RECOVERED IN GOOD CONDITION.
 JU0320'
 JU0320'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST
 JU0320'OF PLEASANTVILLE, 4.0 MI (6.4 KM) SOUTHWEST OF BRIGANTINE AND IN
 JU0320'ATLANTIC CITY, NJ.
 JU0320'
 JU0320'THE STATION IS INSIDE THE WROUGHT IRON FENCED IN AREA OF THE COMPLEX.
 JU0320'
 JU0320'THE STATION IS 7.25 M (23.8 FT) NORTH FROM THE NORTHWEST CURB OF
 JU0320'PACIFIC AVENUE AND 238 FT (72.5 M) SOUTHEAST OF THE SOUTHEAST CORNER
 JU0320'OF THE PORCH OF THE HOUSE.
 JU0320
 JU0320                          STATION RECOVERY (2021)
 JU0320
 JU0320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JBV)
 JU0320'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4150 ***********************************************************************
 KV4150  DESIGNATION -  LIME
 KV4150  PID         -  KV4150
 KV4150  STATE/COUNTY-  NJ/ESSEX
 KV4150  COUNTRY     -  US
 KV4150  USGS QUAD   -  ORANGE (2016)
 KV4150
 KV4150                         *CURRENT SURVEY CONTROL
 KV4150  ______________________________________________________________________
 KV4150* NAD 83(1996) POSITION- 40 46 25.79764(N) 074 09 16.96381(W)   ADJUSTED
 KV4150* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4150  ______________________________________________________________________
 KV4150  GEOID HEIGHT    -        -32.260 (meters)                     GEOID18
 KV4150  LAPLACE CORR    -          5.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4150.GEOID18 height accuracy estimate available here.
 KV4150
 KV4150.Click photographs - Photos may exist for this station.
 KV4150
 KV4150.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4150
 KV4150. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000496  x   0.99991045  =   0.99991541
 KV4150!SPC NY L     -   1.00000496  x   0.99999578  =   1.00000074
 KV4150!UTM  18      -   1.00000496  x   0.99966263  =   0.99966758
 KV4150
 KV4150:                Primary Azimuth Mark                     Grid Az
 KV4150:SPC NJ       -  ARLINGTON                                058 37 34.5
 KV4150:SPC NY L     -  ARLINGTON                                058 57 10.6
 KV4150:UTM  18      -  ARLINGTON                                058 17 58.9
 KV4150
 KV4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7133213994(NAD 83)
 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  USSD        -  40 46 25.79500(N)    074 09 18.33200(W) AD(       ) 3
 KV4150
 KV4150.Superseded values are not recommended for survey control.
 KV4150
 KV4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4150.See file dsdata.pdf to determine how the superseded data were derived.
 KV4150
 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 = JULY 24, 2026 22:12:30 EDT
 KU3881 ***********************************************************************
 KU3881  DESIGNATION -  LIN
 KU3881  PID         -  KU3881
 KU3881  STATE/COUNTY-  NJ/BERGEN
 KU3881  COUNTRY     -  US
 KU3881  USGS QUAD   -  CENTRAL PARK (2019)
 KU3881
 KU3881                         *CURRENT SURVEY CONTROL
 KU3881  ______________________________________________________________________
 KU3881* NAD 83(1996) POSITION- 40 51 54.92845(N) 073 57 08.37226(W)   ADJUSTED
 KU3881* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KU3881  ______________________________________________________________________
 KU3881  GEOID HEIGHT    -        -31.535 (meters)                     GEOID18
 KU3881  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3881.GEOID18 height accuracy estimate available here.
 KU3881
 KU3881.Click photographs - Photos may exist for this station.
 KU3881
 KU3881.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3881
 KU3881. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000500  x   0.99992623  =   0.99993123
 KU3881!SPC NY L     -   1.00000500  x   0.99999494  =   0.99999994
 KU3881!UTM  18      -   1.00000500  x   0.99969594  =   0.99970093
 KU3881
 KU3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8829024327(NAD 83)
 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
 KU3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3881.See file dsdata.pdf to determine how the superseded data were derived.
 KU3881
 KU3881_MARKER: DS = TRIANGULATION STATION DISK
 KU3881_SETTING: 80 = SET IN A BOULDER
 KU3881_STAMPING: LIN 1930
 KU3881_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV4193 ***********************************************************************
 KV4193  DESIGNATION -  LIN 1913
 KV4193  PID         -  KV4193
 KV4193  STATE/COUNTY-  NJ/HUDSON
 KV4193  COUNTRY     -  US
 KV4193  USGS QUAD   -  ORANGE (2016)
 KV4193
 KV4193                         *CURRENT SURVEY CONTROL
 KV4193  ______________________________________________________________________
 KV4193* NAD 83(1996) POSITION- 40 45 39.94681(N) 074 09 33.43290(W)   ADJUSTED
 KV4193* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV4193  ______________________________________________________________________
 KV4193  GEOID HEIGHT    -        -32.277 (meters)                     GEOID18
 KV4193  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4193.GEOID18 height accuracy estimate available here.
 KV4193
 KV4193.Click photographs - Photos may exist for this station.
 KV4193
 KV4193.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4193
 KV4193. The following values were computed from the NAD 83(1996) position.
 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       -  PATTON 1913                              356 06 51.0
 KV4193:SPC NY L     -  PATTON 1913                              356 26 26.9
 KV4193:UTM  18      -  PATTON 1913                              355 47 15.7
 KV4193
 KV4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7096012576(NAD 83)
 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  USSD        -  40 45 39.95200(N)    074 09 34.80000(W) AD(       ) 3
 KV4193
 KV4193.Superseded values are not recommended for survey control.
 KV4193
 KV4193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4193.See file dsdata.pdf to determine how the superseded data were derived.
 KV4193
 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 = JULY 24, 2026 22:12:30 EDT
 KV4194 ***********************************************************************
 KV4194  DESIGNATION -  LIN 2 1933
 KV4194  PID         -  KV4194
 KV4194  STATE/COUNTY-  NJ/HUDSON
 KV4194  COUNTRY     -  US
 KV4194  USGS QUAD   -  ORANGE (2016)
 KV4194
 KV4194                         *CURRENT SURVEY CONTROL
 KV4194  ______________________________________________________________________
 KV4194* NAD 83(1996) POSITION- 40 45 40.09455(N) 074 09 33.36009(W)   ADJUSTED
 KV4194* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 KV4194  ______________________________________________________________________
 KV4194  GEOID HEIGHT    -        -32.277 (meters)                     GEOID18
 KV4194  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4194.GEOID18 height accuracy estimate available here.
 KV4194
 KV4194.Click photographs - Photos may exist for this station.
 KV4194
 KV4194.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4194
 KV4194. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7096112581(NAD 83)
 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
 KV4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4194.See file dsdata.pdf to determine how the superseded data were derived.
 KV4194
 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 = JULY 24, 2026 22:12:30 EDT
 KV4165 ***********************************************************************
 KV4165  DESIGNATION -  LINC
 KV4165  PID         -  KV4165
 KV4165  STATE/COUNTY-  NJ/BERGEN
 KV4165  COUNTRY     -  US
 KV4165  USGS QUAD   -  ORANGE (2016)
 KV4165
 KV4165                         *CURRENT SURVEY CONTROL
 KV4165  ______________________________________________________________________
 KV4165* NAD 83(2011) POSITION- 40 47 20.67527(N) 074 07 56.47481(W)   ADJUSTED
 KV4165* NAD 83(2011) ELLIP HT-    22.036 (meters)        (06/27/12)   ADJUSTED
 KV4165* NAD 83(2011) EPOCH   -  2010.00
 KV4165* NAVD 88 ORTHO HEIGHT -    54.2   (meters)      178.    (feet) GPS OBS
 KV4165  ______________________________________________________________________
 KV4165  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4165  GEOID HEIGHT    -        -32.191 (meters)                     GEOID18
 KV4165  NAD 83(2011) X  -  1,322,224.450 (meters)                     COMP
 KV4165  NAD 83(2011) Y  - -4,651,672.858 (meters)                     COMP
 KV4165  NAD 83(2011) Z  -  4,144,731.446 (meters)                     COMP
 KV4165  LAPLACE CORR    -          6.17  (seconds)                    DEFLEC18
 KV4165
 KV4165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4165  Standards:
 KV4165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4165  -------------------------------------------------------------------
 KV4165  NETWORK    0.50   0.80           0.19   0.22   0.41     -0.04843668
 KV4165  -------------------------------------------------------------------
 KV4165  Click here for local accuracies and other accuracy information.
 KV4165
 KV4165.The horizontal coordinates were established by GPS observations
 KV4165.and adjusted by the National Geodetic Survey in June 2012.
 KV4165
 KV4165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4165.been affixed to the stable North American tectonic plate. See 
 KV4165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4165
 KV4165.The horizontal coordinates are valid at the epoch date displayed above
 KV4165.which is a decimal equivalence of Year/Month/Day.
 KV4165
 KV4165.The orthometric height was determined by GPS observations and a
 KV4165.high-resolution geoid model.
 KV4165
 KV4165.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4165.GEOID18 height accuracy estimate available here.
 KV4165
 KV4165.Click photographs - Photos may exist for this station.
 KV4165
 KV4165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4165
 KV4165.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4165
 KV4165.The ellipsoidal height was determined by GPS observations
 KV4165.and is referenced to NAD 83.
 KV4165
 KV4165. The following values were computed from the NAD 83(2011) position.
 KV4165
 KV4165;                    North         East     Units Scale Factor Converg.
 KV4165;SPC NJ       -   217,191.485   181,027.280   MT  0.99991185   +0 14 24.6
 KV4165;SPC NJ       -   712,569.06    593,920.33   sFT  0.99991185   +0 14 24.6
 KV4165;SPC NY L     -    69,124.642   288,828.994   MT  0.99999546   -0 05 11.7
 KV4165;SPC NY L     -   226,786.43    947,599.79   sFT  0.99999546   -0 05 11.7
 KV4165;UTM  18      - 4,515,705.082   573,202.886   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       -  FRANK                                    008 09 07.4
 KV4165:SPC NY L     -  FRANK                                    008 28 43.7
 KV4165:UTM  18      -  FRANK                                    007 49 31.4
 KV4165
 KV4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7320215705(NAD 83)
 KV4165
 KV4165|---------------------------------------------------------------------|
 KV4165| PID    Reference Object                     Distance      Geod. Az  |
 KV4165|                                                           dddmmss.s |
 KV4165| KV4187 DELAWANNA WALDRICK BLEACH CHIM      APPROX. 3.8 KM 0002326.7 |
 KV4165| KV4203 FRANK                               APPROX. 2.5 KM 0082332.0 |
 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 2953740.7 |
 KV4165| CB5262 LINC RM 1                             1.153 METERS 30544     |
 KV4165| KV4134 BELLEVILLE WESTINGHSE LAMP CHY      APPROX. 2.0 KM 3274921.3 |
 KV4165| KV4133 BELLEVILLE WESTINGHSE LAMP TK       APPROX. 2.0 KM 3275806.6 |
 KV4165| KV4179 PASSAIC RIVER W TRANS TOWER         APPROX. 1.6 KM 3334906.9 |
 KV4165| KV4195 NUTLEY GRACE CHURCH SPIRE           APPROX. 3.6 KM 3394405.1 |
 KV4165| KV4176 NORTH ARLINGTON E TRANS TOWER       APPROX. 1.3 KM 3423707.3 |
 KV4165| KV4192 PASSAIC MANHATTAN RUBBER CHIM       APPROX. 7.4 KM 3533028.7 |
 KV4165|---------------------------------------------------------------------|
 KV4165
 KV4165                          SUPERSEDED SURVEY CONTROL
 KV4165
 KV4165  NAD 83(2007)-  40 47 20.67546(N)    074 07 56.47558(W) AD(2002.00) 0
 KV4165  ELLIP H (02/10/07)   22.052  (m)                       GP(2002.00)    
 KV4165  ELLIP H (10/23/02)   22.053  (m)                       GP(       ) 4 1
 KV4165  NAD 83(1996)-  40 47 20.67571(N)    074 07 56.47603(W) AD(       ) 1
 KV4165  ELLIP H (05/14/99)   22.063  (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
 KV4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4165.See file dsdata.pdf to determine how the superseded data were derived.
 KV4165
 KV4165_MARKER: DS = TRIANGULATION STATION DISK
 KV4165_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV4165_SP_SET: SCHOOL ROOF
 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 = JULY 24, 2026 22:12:30 EDT
 KV5859 ***********************************************************************
 KV5859  DESIGNATION -  LINCOLN 1
 KV5859  PID         -  KV5859
 KV5859  STATE/COUNTY-  NJ/MORRIS
 KV5859  COUNTRY     -  US
 KV5859  USGS QUAD   -  POMPTON PLAINS (2016)
 KV5859
 KV5859                         *CURRENT SURVEY CONTROL
 KV5859  ______________________________________________________________________
 KV5859* NAD 83(2011) POSITION- 40 57 07.99475(N) 074 19 00.51200(W)   ADJUSTED
 KV5859* NAD 83(2011) ELLIP HT-    22.074 (meters)        (06/27/12)   ADJUSTED
 KV5859* NAD 83(2011) EPOCH   -  2010.00
 KV5859* NAVD 88 ORTHO HEIGHT -    54.5   (meters)      179.    (feet) GPS OBS
 KV5859  ______________________________________________________________________
 KV5859  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5859  GEOID HEIGHT    -        -32.680 (meters)                     GEOID93
 KV5859  GEOID HEIGHT    -        -32.413 (meters)                     GEOID18
 KV5859  NAD 83(2011) X  -  1,304,037.620 (meters)                     COMP
 KV5859  NAD 83(2011) Y  - -4,644,491.600 (meters)                     COMP
 KV5859  NAD 83(2011) Z  -  4,158,431.692 (meters)                     COMP
 KV5859  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 KV5859
 KV5859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5859  Standards:
 KV5859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5859  -------------------------------------------------------------------
 KV5859  NETWORK    0.60   0.90           0.25   0.24   0.46     -0.00741028
 KV5859  -------------------------------------------------------------------
 KV5859  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5859
 KV5859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5859.been affixed to the stable North American tectonic plate. See 
 KV5859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5859
 KV5859.The horizontal coordinates are valid at the epoch date displayed above
 KV5859.which is a decimal equivalence of Year/Month/Day.
 KV5859
 KV5859.The orthometric height was determined by GPS observations and a
 KV5859.high-resolution geoid model.
 KV5859
 KV5859.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5859.GEOID18 height accuracy estimate available here.
 KV5859
 KV5859.Click photographs - Photos may exist for this station.
 KV5859
 KV5859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5859
 KV5859.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5859
 KV5859.The ellipsoidal height was determined by GPS observations
 KV5859.and is referenced to NAD 83.
 KV5859
 KV5859. The following values were computed from the NAD 83(2011) position.
 KV5859
 KV5859;                    North         East     Units Scale Factor Converg.
 KV5859;SPC NJ       -   235,258.206   165,422.404   MT  0.99990293   +0 07 12.2
 KV5859;SPC NJ       -   771,842.96    542,723.34   sFT  0.99990293   +0 07 12.2
 KV5859;UTM  18      - 4,533,677.827   557,499.085   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 51.3
 KV5859:UTM  18      -  LINCOLN 2                                182 38 11.4
 KV5859
 KV5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5749933677(NAD 83)
 KV5859
 KV5859|---------------------------------------------------------------------|
 KV5859| PID    Reference Object                     Distance      Geod. Az  |
 KV5859|                                                           dddmmss.s |
 KV5859| KV5860 LINCOLN 2                           APPROX. 1.0 KM 1830503.5 |
 KV5859|---------------------------------------------------------------------|
 KV5859
 KV5859                          SUPERSEDED SURVEY CONTROL
 KV5859
 KV5859  NAD 83(2007)-  40 57 07.99493(N)    074 19 00.51279(W) AD(2002.00) 0
 KV5859  ELLIP H (02/10/07)   22.091  (m)                       GP(2002.00)    
 KV5859  ELLIP H (10/23/02)   22.083  (m)                       GP(       ) 4 1
 KV5859  NAD 83(1996)-  40 57 07.99510(N)    074 19 00.51312(W) AD(       ) 1
 KV5859  ELLIP H (05/14/99)   22.100  (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)  RAPOU78  model used  GPS OBS        
 KV5859
 KV5859.Superseded values are not recommended for survey control.
 KV5859
 KV5859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5859.See file dsdata.pdf to determine how the superseded data were derived.
 KV5859
 KV5859_MARKER: F = FLANGE-ENCASED ROD
 KV5859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5859_STAMPING: LINCOLN 1 1987
 KV5859_MARK LOGO: NGS
 KV5859_PROJECTION: RECESSED 10 CENTIMETERS
 KV5859_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5859+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2019
 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  HISTORY     - 20191108 GOOD             NJGS
 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) SOUTHWEST OF POMPTON
 KV5859'PLAINS, 3.54 KM (2.2 MI) NORTHWEST OF LINCOLN PARK, 7.40 KM (4.6 MI)
 KV5859'SOUTH-SOUTHEAST OF BUTLER, WITHIN THE BOUNDARY OF THE LINCOLN PARK
 KV5859'AIRPORT.  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 NORTHWEST FOR 0.24 KM
 KV5859'(0.15 MI) ON STATE HIGHWAY 202 (BOONTON TPKE) TO THE INTERSECTION OF
 KV5859'MAIN STREET AND BEAVERBROOK ROAD.  CONTINUE STRAIGHT AHEAD AND GO
 KV5859'NORTHWEST FOR 0.56 KM (0.35 MI) ON BEAVERBROOK ROAD TO A RAILROAD
 KV5859'CROSSING.  CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR 2.90 KM
 KV5859'(1.80 MI) ON BEAVERBROOK ROAD TO THE LINCOLN PARK AIRPORT CONTROL
 KV5859'TOWER LEFT. CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.08 KM (0.05 MI)
 KV5859'ON BEAVERBROOK ROAD TO A (T) INTERSECTION AT JACKSONVILLE ROAD (COUNTY
 KV5859'ROAD 504).  TURN LEFT AND GO WEST FOR 0.32 KM (0.2 MI) ON JACKSONVILLE
 KV5859'ROAD (COUNTY ROAD 504) TO THE STATION ON THE LEFT.
 KV5859'
 KV5859'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 KV5859'WITH ACCESS COVER IS STAMPED---LINCOLN 1 1987---, AND IS SET FLUSH
 KV5859'WITH THE GROUND.
 KV5859'
 KV5859'THE STATION IS A 9/16 INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO A
 KV5859'DEPTH OF 32.92 METERS (108.0 FT) AND IS RECESSED 10 CM BELOW THE
 KV5859'GROUND.  LOCATED 10.97 METERS (36.0 FT) SOUTH FROM THE CENTERLINE OF
 KV5859'JACKSONVILLE ROAD, 5.67 METERS (18.6 FT) SOUTHWEST FROM THE WEST END
 KV5859'OF THE SOUTH HEADWALL OF A CULVERT UNDER THE ROAD, 5.79 METERS
 KV5859'(19.0 FT) WEST FROM THE WEST EDGE OF A SMALL DITCH, 0.49 METERS
 KV5859'(1.6 FT) NORTH FROM A CARSONITE 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.
 KV5859'
 KV5859'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 655
 KV5859'ALTERNATE NORTH AND U.S. HIGHWAY 202, GO NORTH ON COUNTY ROAD 655
 KV5859'ALTERNATE NORTH FOR 0.25 MI (0.40 KM) TO THE TEE INTERSECTION WITH
 KV5859'COUNTY ROAD 504, JACKSONVILLE ROAD, ON THE LEFT. TURN LEFT AND GO
 KV5859'NORTH ON COUNTY ROAD 504 FOR 3.1 MI (4.99 KM) TO THE AIRPORT AND THE
 KV5859'STATION ON THE RIGHT.
 KV5859'
 KV5859'THE STATION IS 36.0 FT (10.97 M) SOUTH FROM THE CENTERLINE OF COUNTY
 KV5859'ROAD 504, 18.6 FT (5.67 M) SOUTHWEST FROM THE WEST END OF THE SOUTH
 KV5859'HEADWALL OF A CULVERT UNDER THE ROAD, 36.8 FT (11.22 M) WEST SOUTHWEST
 KV5859'FROM EAST END OF THE SOUTH HEADWALL OF A CULVERT UNDER THE ROAD, 70.5
 KV5859'FT (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.  IT IS A
 KV5859'STANDARD THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS
 KV5859'STAMPED LINCOLN 1 1987 AND IS SET FLUSH WITH THE GROUND.  IT IS A
 KV5859'NINE-SIXTEENTHS DIAMETER STAINLESS STEEL ROD DRIVEN TO A DEPTH OF
 KV5859'32.92 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.
 KV5859
 KV5859                          STATION RECOVERY (2019)
 KV5859
 KV5859'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV5859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5860 ***********************************************************************
 KV5860  DESIGNATION -  LINCOLN 2
 KV5860  PID         -  KV5860
 KV5860  STATE/COUNTY-  NJ/MORRIS
 KV5860  COUNTRY     -  US
 KV5860  USGS QUAD   -  POMPTON PLAINS (2016)
 KV5860
 KV5860                         *CURRENT SURVEY CONTROL
 KV5860  ______________________________________________________________________
 KV5860* NAD 83(2011) POSITION- 40 56 37.07286(N) 074 19 02.70937(W)   ADJUSTED
 KV5860* NAD 83(2011) ELLIP HT-    21.495 (meters)        (06/27/12)   ADJUSTED
 KV5860* NAD 83(2011) EPOCH   -  2010.00
 KV5860* NAVD 88 ORTHO HEIGHT -    54.0   (meters)      177.    (feet) GPS OBS
 KV5860  ______________________________________________________________________
 KV5860  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5860  GEOID HEIGHT    -        -32.700 (meters)                     GEOID93
 KV5860  GEOID HEIGHT    -        -32.431 (meters)                     GEOID18
 KV5860  NAD 83(2011) X  -  1,304,157.006 (meters)                     COMP
 KV5860  NAD 83(2011) Y  - -4,645,106.947 (meters)                     COMP
 KV5860  NAD 83(2011) Z  -  4,157,710.839 (meters)                     COMP
 KV5860  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 KV5860
 KV5860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5860  Standards:
 KV5860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5860  -------------------------------------------------------------------
 KV5860  NETWORK    0.64   0.94           0.27   0.25   0.48      0.02306379
 KV5860  -------------------------------------------------------------------
 KV5860  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5860
 KV5860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5860.been affixed to the stable North American tectonic plate. See 
 KV5860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5860
 KV5860.The horizontal coordinates are valid at the epoch date displayed above
 KV5860.which is a decimal equivalence of Year/Month/Day.
 KV5860
 KV5860.The orthometric height was determined by GPS observations and a
 KV5860.high-resolution geoid model.
 KV5860
 KV5860.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5860.GEOID18 height accuracy estimate available here.
 KV5860
 KV5860.Click photographs - Photos may exist for this station.
 KV5860
 KV5860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5860
 KV5860.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5860
 KV5860.The ellipsoidal height was determined by GPS observations
 KV5860.and is referenced to NAD 83.
 KV5860
 KV5860. The following values were computed from the NAD 83(2011) position.
 KV5860
 KV5860;                    North         East     Units Scale Factor Converg.
 KV5860;SPC NJ       -   234,304.314   165,373.010   MT  0.99990291   +0 07 10.7
 KV5860;SPC NJ       -   768,713.40    542,561.28   sFT  0.99990291   +0 07 10.7
 KV5860;UTM  18      - 4,532,723.919   557,455.158   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 51.4
 KV5860:UTM  18      -  LINCOLN 1                                002 38 11.8
 KV5860
 KV5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5745532723(NAD 83)
 KV5860
 KV5860|---------------------------------------------------------------------|
 KV5860| PID    Reference Object                     Distance      Geod. Az  |
 KV5860|                                                           dddmmss.s |
 KV5860| KV5859 LINCOLN 1                           APPROX. 1.0 KM 0030502.1 |
 KV5860|---------------------------------------------------------------------|
 KV5860
 KV5860                          SUPERSEDED SURVEY CONTROL
 KV5860
 KV5860  NAD 83(2007)-  40 56 37.07304(N)    074 19 02.71015(W) AD(2002.00) 0
 KV5860  ELLIP H (02/10/07)   21.512  (m)                       GP(2002.00)    
 KV5860  ELLIP H (10/23/02)   21.504  (m)                       GP(       ) 4 1
 KV5860  NAD 83(1996)-  40 56 37.07321(N)    074 19 02.71054(W) AD(       ) 1
 KV5860  ELLIP H (05/14/99)   21.521  (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)  RAPOU78  model used  GPS OBS        
 KV5860
 KV5860.Superseded values are not recommended for survey control.
 KV5860
 KV5860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5860.See file dsdata.pdf to determine how the superseded data were derived.
 KV5860
 KV5860_MARKER: F = FLANGE-ENCASED ROD
 KV5860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5860_STAMPING: LINCOLN 2 1987
 KV5860_MARK LOGO: NGS
 KV5860_PROJECTION: RECESSED 10 CENTIMETERS
 KV5860_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5860+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2019
 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  HISTORY     - 20191115 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) SOUTHWEST OF POMPTON
 KV5860'PLAINS, 3.54 KM (2.2 MI) NORTHWEST OF LINCOLN PARK, 7.40 KM (4.6 MI)
 KV5860'SOUTH-SOUTHEAST OF BUTLER, WITHIN THE BOUNDARY OF THE LINCOLN PARK
 KV5860'AIRPORT.  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 NORTHWEST FOR 0.24 KM
 KV5860'(0.15 MI) ON STATE HIGHWAY 202 (BOONTON TPKE) TO THE INTERSECTION OF
 KV5860'MAIN STREET AND BEAVERBROOK ROAD.  CONTINUE STRAIGHT AHEAD AND GO
 KV5860'NORTHWEST FOR 0.56 KM (0.35 MI) ON BEAVERBROOK ROAD TO A RAILROAD
 KV5860'CROSSING.  CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR 2.90 KM
 KV5860'(1.80 MI) ON BEAVERBROOK ROAD TO THE LINCOLN PARK AIRPORT CONTROL
 KV5860'TOWER LEFT. CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.08 KM (0.05 MI)
 KV5860'ON BEAVERBROOK ROAD TO A (T) INTERSECTION AT JACKSONVILLE ROAD (COUNTY
 KV5860'ROAD 504).  TURN LEFT AND GO WEST FOR 0.24 KM (0.15 MI) ON
 KV5860'JACKSONVILLE ROAD TO A GATE LEFT. TURN LEFT, PASSING THROUGH THE GATE,
 KV5860'THEN TURN LEFT AGAIN AND GO EAST FOR 0.16 KM (0.1 MI) ON A DIRT AND
 KV5860'GRAVEL ROAD TO A TAXIWAY.  TURN RIGHT AND GO SOUTH FOR 0.96 KM
 KV5860'(0.6 MI) ON THE TAXIWAY TO THE END OF THE RUNWAY.  TURN RIGHT AND GO
 KV5860'WEST FOR 0.32 KM (0.2 MI) ON A DIRT TRAIL TO THE STATION ON THE LEFT.
 KV5860'
 KV5860'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 KV5860'WITH ACCESS COVER IS STAMPED---LINCOLN 2 1987---, AND IS SET FLUSH
 KV5860'WITH THE GROUND.  IT IS A 9/16 INCH DIAMETER STAINLESS STEEL ROD
 KV5860'DRIVEN TO A DEPTH OF 31.70 METERS (104.0 FT) AND IS RECESSED 10 CM
 KV5860'BELOW THE GROUND, LOCATED 15.24 METERS (50.0 FT) SOUTH FROM THE CENTER
 KV5860'OF THE DIRT TRAIL, 1.22 METERS (4.0 FT) NORTH FROM A CARSONITE WITNESS
 KV5860'POST.  NOTE-THE STATION IS LOCATED NEAR THE SOUTH END OF A PROPOSED
 KV5860'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.
 KV5860'
 KV5860'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 655
 KV5860'ALTERNATE NORTH AND U.S. HIGHWAY 202, GO NORTH ON COUNTY ROAD 655
 KV5860'ALTERNATE NORTH FOR 0.25 MI (0.40 KM) TO THE TEE INTERSECTION WITH
 KV5860'COUNTY ROAD 504, JACKSONVILLE ROAD, ON THE LEFT. TURN LEFT AND GO
 KV5860'NORTH ON COUNTY ROAD 504 FOR 3.1 MI (4.99 KM) TO THE AIRPORT AND A
 KV5860'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, THEN TURN LEFT
 KV5860'AND GO EAST FOR 0.1 MI (0.16 KM) ON A DIRT AND GRAVEL ROAD TO A
 KV5860'TAXIWAY.  TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.6 MI (0.97 KM)
 KV5860'TO THE END OF THE RUNWAY.  TURN RIGHT AND GO WEST FOR 0.2 MI (0.32 KM)
 KV5860'ALONG A WOODS LINE ON THE LEFT TO AN OPENING.  TURN LEFT AND PASS
 KV5860'THROUGH OPENING TO THE STATION AHEAD IN A FIELD.
 KV5860'
 KV5860'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 KV5860'WITH ACCESS COVER IS STAMPED LINCOLN 2 1987.  IT IS A NINE-SIXTEENTHS
 KV5860'INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 31.70 M (104.00
 KV5860'FT) AND IS RECESSED 10 CM BELOW THE GROUND, 0.5 M (1.64 FT) FROM AN
 KV5860'ORANGE CARSONITE WITNESS POST.
 KV5860
 KV5860                          STATION RECOVERY (2019)
 KV5860
 KV5860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 KV5860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV7002 ***********************************************************************
 KV7002  DESIGNATION -  LINCROFT 1
 KV7002  PID         -  KV7002
 KV7002  STATE/COUNTY-  NJ/MONMOUTH
 KV7002  COUNTRY     -  US
 KV7002  USGS QUAD   -  MARLBORO (2016)
 KV7002
 KV7002                         *CURRENT SURVEY CONTROL
 KV7002  ______________________________________________________________________
 KV7002* NAD 83(2011) POSITION- 40 21 38.03767(N) 074 08 03.92489(W)   ADJUSTED
 KV7002* NAD 83(2011) ELLIP HT-   -10.222 (meters)        (06/27/12)   ADJUSTED
 KV7002* NAD 83(2011) EPOCH   -  2010.00
 KV7002* NAVD 88 ORTHO HEIGHT -    22.2   (meters)       73.    (feet) GPS OBS
 KV7002  ______________________________________________________________________
 KV7002  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7002  GEOID HEIGHT    -        -32.670 (meters)                     GEOID93
 KV7002  GEOID HEIGHT    -        -32.382 (meters)                     GEOID18
 KV7002  NAD 83(2011) X  -  1,330,511.074 (meters)                     COMP
 KV7002  NAD 83(2011) Y  - -4,681,468.677 (meters)                     COMP
 KV7002  NAD 83(2011) Z  -  4,108,567.562 (meters)                     COMP
 KV7002  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 KV7002
 KV7002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7002  Standards:
 KV7002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7002  -------------------------------------------------------------------
 KV7002  NETWORK    0.37   0.57           0.16   0.14   0.29      0.02060114
 KV7002  -------------------------------------------------------------------
 KV7002  Click here for local accuracies and other accuracy information.
 KV7002
 KV7002.The horizontal coordinates were established by GPS observations
 KV7002.and adjusted by the National Geodetic Survey in June 2012.
 KV7002
 KV7002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7002.been affixed to the stable North American tectonic plate. See 
 KV7002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7002
 KV7002.The horizontal coordinates are valid at the epoch date displayed above
 KV7002.which is a decimal equivalence of Year/Month/Day.
 KV7002
 KV7002.The orthometric height was determined by GPS observations and a
 KV7002.high-resolution geoid model.
 KV7002
 KV7002.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7002.GEOID18 height accuracy estimate available here.
 KV7002
 KV7002.Click photographs - Photos may exist for this station.
 KV7002
 KV7002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7002
 KV7002.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7002
 KV7002.The ellipsoidal height was determined by GPS observations
 KV7002.and is referenced to NAD 83.
 KV7002
 KV7002. The following values were computed from the NAD 83(2011) position.
 KV7002
 KV7002;                    North         East     Units Scale Factor Converg.
 KV7002;SPC NJ       -   169,611.120   181,050.092   MT  0.99991186   +0 14 12.3
 KV7002;SPC NJ       -   556,465.82    593,995.18   sFT  0.99991186   +0 14 12.3
 KV7002;UTM  18      - 4,468,137.301   573,495.718   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7349568137(NAD 83)
 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  NAD 83(2007)-  40 21 38.03808(N)    074 08 03.92536(W) AD(2002.00) 0
 KV7002  ELLIP H (02/10/07)  -10.210  (m)                       GP(2002.00)    
 KV7002  ELLIP H (10/23/02)  -10.196  (m)                       GP(       ) 4 1
 KV7002  NAD 83(1996)-  40 21 38.03810(N)    074 08 03.92557(W) AD(       ) 1
 KV7002  ELLIP H (05/14/99)  -10.207  (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)  -10.266  (m)                       GP(       ) 3 1
 KV7002
 KV7002.Superseded values are not recommended for survey control.
 KV7002
 KV7002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7002.See file dsdata.pdf to determine how the superseded data were derived.
 KV7002
 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 = JULY 24, 2026 22:12:30 EDT
 KV7003 ***********************************************************************
 KV7003  DESIGNATION -  LINCROFT 2
 KV7003  PID         -  KV7003
 KV7003  STATE/COUNTY-  NJ/MONMOUTH
 KV7003  COUNTRY     -  US
 KV7003  USGS QUAD   -  MARLBORO (2016)
 KV7003
 KV7003                         *CURRENT SURVEY CONTROL
 KV7003  ______________________________________________________________________
 KV7003* NAD 83(2011) POSITION- 40 21 50.57772(N) 074 08 22.32502(W)   ADJUSTED
 KV7003* NAD 83(2011) ELLIP HT-    -3.279 (meters)        (06/27/12)   ADJUSTED
 KV7003* NAD 83(2011) EPOCH   -  2010.00
 KV7003* NAVD 88 ORTHO HEIGHT -    29.1   (meters)       95.    (feet) GPS OBS
 KV7003  ______________________________________________________________________
 KV7003  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV7003  GEOID HEIGHT    -        -32.660 (meters)                     GEOID93
 KV7003  GEOID HEIGHT    -        -32.373 (meters)                     GEOID18
 KV7003  NAD 83(2011) X  -  1,330,026.439 (meters)                     COMP
 KV7003  NAD 83(2011) Y  - -4,681,351.477 (meters)                     COMP
 KV7003  NAD 83(2011) Z  -  4,108,866.783 (meters)                     COMP
 KV7003  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 KV7003
 KV7003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV7003  Standards:
 KV7003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV7003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV7003  -------------------------------------------------------------------
 KV7003  NETWORK    0.37   0.59           0.16   0.14   0.30      0.02893905
 KV7003  -------------------------------------------------------------------
 KV7003  Click here for local accuracies and other accuracy information.
 KV7003
 KV7003.The horizontal coordinates were established by GPS observations
 KV7003.and adjusted by the National Geodetic Survey in June 2012.
 KV7003
 KV7003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV7003.been affixed to the stable North American tectonic plate. See 
 KV7003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV7003
 KV7003.The horizontal coordinates are valid at the epoch date displayed above
 KV7003.which is a decimal equivalence of Year/Month/Day.
 KV7003
 KV7003.The orthometric height was determined by GPS observations and a
 KV7003.high-resolution geoid model.
 KV7003
 KV7003.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV7003.GEOID18 height accuracy estimate available here.
 KV7003
 KV7003.Click photographs - Photos may exist for this station.
 KV7003
 KV7003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7003
 KV7003.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV7003
 KV7003.The ellipsoidal height was determined by GPS observations
 KV7003.and is referenced to NAD 83.
 KV7003
 KV7003. The following values were computed from the NAD 83(2011) position.
 KV7003
 KV7003;                    North         East     Units Scale Factor Converg.
 KV7003;SPC NJ       -   169,996.098   180,614.402   MT  0.99991153   +0 14 00.4
 KV7003;SPC NJ       -   557,728.86    592,565.75   sFT  0.99991153   +0 14 00.4
 KV7003;UTM  18      - 4,468,519.716   573,057.966   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7305768519(NAD 83)
 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  NAD 83(2007)-  40 21 50.57813(N)    074 08 22.32550(W) AD(2002.00) 0
 KV7003  ELLIP H (02/10/07)   -3.266  (m)                       GP(2002.00)    
 KV7003  ELLIP H (10/23/02)   -3.253  (m)                       GP(       ) 4 1
 KV7003  NAD 83(1996)-  40 21 50.57815(N)    074 08 22.32570(W) AD(       ) 1
 KV7003  ELLIP H (05/14/99)   -3.263  (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)   -3.321  (m)                       GP(       ) 3 1
 KV7003
 KV7003.Superseded values are not recommended for survey control.
 KV7003
 KV7003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7003.See file dsdata.pdf to determine how the superseded data were derived.
 KV7003
 KV7003_MARKER: DD = SURVEY DISK
 KV7003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV5863 ***********************************************************************
 KV5863  DESIGNATION -  LINDEN 1
 KV5863  PID         -  KV5863
 KV5863  STATE/COUNTY-  NJ/UNION
 KV5863  COUNTRY     -  US
 KV5863  USGS QUAD   -  ARTHUR KILL (2019)
 KV5863
 KV5863                         *CURRENT SURVEY CONTROL
 KV5863  ______________________________________________________________________
 KV5863* NAD 83(2011) POSITION- 40 37 14.16791(N) 074 14 52.06409(W)   ADJUSTED
 KV5863* NAD 83(2011) ELLIP HT-   -26.302 (meters)        (06/27/12)   ADJUSTED
 KV5863* NAD 83(2011) EPOCH   -  2010.00
 KV5863* NAVD 88 ORTHO HEIGHT -     6.2   (meters)       20.    (feet) GPS OBS
 KV5863  ______________________________________________________________________
 KV5863  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5863  GEOID HEIGHT    -        -32.508 (meters)                     GEOID18
 KV5863  NAD 83(2011) X  -  1,316,151.813 (meters)                     COMP
 KV5863  NAD 83(2011) Y  - -4,666,035.138 (meters)                     COMP
 KV5863  NAD 83(2011) Z  -  4,130,517.205 (meters)                     COMP
 KV5863  LAPLACE CORR    -          5.49  (seconds)                    DEFLEC18
 KV5863
 KV5863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5863  Standards:
 KV5863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5863  -------------------------------------------------------------------
 KV5863  NETWORK    0.75   1.43           0.34   0.26   0.73      0.02107260
 KV5863  -------------------------------------------------------------------
 KV5863  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5863
 KV5863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5863.been affixed to the stable North American tectonic plate. See 
 KV5863.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5863
 KV5863.The horizontal coordinates are valid at the epoch date displayed above
 KV5863.which is a decimal equivalence of Year/Month/Day.
 KV5863
 KV5863.The orthometric height was determined by GPS observations and a
 KV5863.high-resolution geoid model.
 KV5863
 KV5863.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5863.GEOID18 height accuracy estimate available here.
 KV5863
 KV5863.Click photographs - Photos may exist for this station.
 KV5863
 KV5863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5863
 KV5863.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5863
 KV5863.The ellipsoidal height was determined by GPS observations
 KV5863.and is referenced to NAD 83.
 KV5863
 KV5863. The following values were computed from the NAD 83(2011) position.
 KV5863
 KV5863;                    North         East     Units Scale Factor Converg.
 KV5863;SPC NJ       -   198,450.135   171,338.349   MT  0.99990560   +0 09 51.1
 KV5863;SPC NJ       -   651,081.82    562,132.57   sFT  0.99990560   +0 09 51.1
 KV5863;SPC NY L     -    50,437.123   279,032.553   MT  1.00000288   -0 09 43.5
 KV5863;SPC NY L     -   165,475.79    915,459.30   sFT  1.00000288   -0 09 43.5
 KV5863;UTM  18      - 4,496,913.606   563,623.183   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6362396913(NAD 83)
 KV5863
 KV5863|---------------------------------------------------------------------|
 KV5863| PID    Reference Object                     Distance      Geod. Az  |
 KV5863|                                                           dddmmss.s |
 KV5863| KV5864 LINDEN 2                            273.558 METERS 12732     |
 KV5863|---------------------------------------------------------------------|
 KV5863
 KV5863                          SUPERSEDED SURVEY CONTROL
 KV5863
 KV5863  NAD 83(2007)-  40 37 14.16815(N)    074 14 52.06501(W) AD(2002.00) 0
 KV5863  ELLIP H (02/10/07)  -26.300  (m)                       GP(2002.00)    
 KV5863  ELLIP H (10/23/02)  -26.302  (m)                       GP(       ) 4 1
 KV5863  NAD 83(1996)-  40 37 14.16834(N)    074 14 52.06522(W) AD(       ) 1
 KV5863  ELLIP H (05/14/99)  -26.295  (m)                       GP(       ) 4 1
 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)  -26.361  (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)  -25.890  (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)  RAPOU78  model used  GPS OBS        
 KV5863
 KV5863.Superseded values are not recommended for survey control.
 KV5863
 KV5863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5863.See file dsdata.pdf to determine how the superseded data were derived.
 KV5863
 KV5863_MARKER: I = METAL ROD
 KV5863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV5864 ***********************************************************************
 KV5864  DESIGNATION -  LINDEN 2
 KV5864  PID         -  KV5864
 KV5864  STATE/COUNTY-  NJ/UNION
 KV5864  COUNTRY     -  US
 KV5864  USGS QUAD   -  ARTHUR KILL (2019)
 KV5864
 KV5864                         *CURRENT SURVEY CONTROL
 KV5864  ______________________________________________________________________
 KV5864* NAD 83(2011) POSITION- 40 37 08.76489(N) 074 14 42.83497(W)   ADJUSTED
 KV5864* NAD 83(2011) ELLIP HT-   -26.541 (meters)        (06/27/12)   ADJUSTED
 KV5864* NAD 83(2011) EPOCH   -  2010.00
 KV5864* NAVD 88 ORTHO HEIGHT -     6.0   (meters)       20.    (feet) GPS OBS
 KV5864  ______________________________________________________________________
 KV5864  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5864  GEOID HEIGHT    -        -32.501 (meters)                     GEOID18
 KV5864  NAD 83(2011) X  -  1,316,390.001 (meters)                     COMP
 KV5864  NAD 83(2011) Y  - -4,666,080.496 (meters)                     COMP
 KV5864  NAD 83(2011) Z  -  4,130,390.545 (meters)                     COMP
 KV5864  LAPLACE CORR    -          5.51  (seconds)                    DEFLEC18
 KV5864
 KV5864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5864  Standards:
 KV5864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5864  -------------------------------------------------------------------
 KV5864  NETWORK    0.75   1.43           0.34   0.26   0.73      0.02055199
 KV5864  -------------------------------------------------------------------
 KV5864  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5864
 KV5864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5864.been affixed to the stable North American tectonic plate. See 
 KV5864.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5864
 KV5864.The horizontal coordinates are valid at the epoch date displayed above
 KV5864.which is a decimal equivalence of Year/Month/Day.
 KV5864
 KV5864.The orthometric height was determined by GPS observations and a
 KV5864.high-resolution geoid model.
 KV5864
 KV5864.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5864.GEOID18 height accuracy estimate available here.
 KV5864
 KV5864.Click photographs - Photos may exist for this station.
 KV5864
 KV5864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5864
 KV5864.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5864
 KV5864.The ellipsoidal height was determined by GPS observations
 KV5864.and is referenced to NAD 83.
 KV5864
 KV5864. The following values were computed from the NAD 83(2011) position.
 KV5864
 KV5864;                    North         East     Units Scale Factor Converg.
 KV5864;SPC NJ       -   198,284.113   171,555.735   MT  0.99990572   +0 09 57.1
 KV5864;SPC NJ       -   650,537.13    562,845.77   sFT  0.99990572   +0 09 57.1
 KV5864;SPC NY L     -    50,269.850   279,249.011   MT  1.00000299   -0 09 37.4
 KV5864;SPC NY L     -   164,927.00    916,169.46   sFT  1.00000299   -0 09 37.4
 KV5864;UTM  18      - 4,496,748.864   563,841.452   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6384196748(NAD 83)
 KV5864
 KV5864|---------------------------------------------------------------------|
 KV5864| PID    Reference Object                     Distance      Geod. Az  |
 KV5864|                                                           dddmmss.s |
 KV5864| KV5863 LINDEN 1                            273.558 METERS 30732     |
 KV5864|---------------------------------------------------------------------|
 KV5864
 KV5864                          SUPERSEDED SURVEY CONTROL
 KV5864
 KV5864  NAD 83(2007)-  40 37 08.76510(N)    074 14 42.83584(W) AD(2002.00) 0
 KV5864  ELLIP H (02/10/07)  -26.538  (m)                       GP(2002.00)    
 KV5864  ELLIP H (10/23/02)  -26.539  (m)                       GP(       ) 4 1
 KV5864  NAD 83(1996)-  40 37 08.76530(N)    074 14 42.83606(W) AD(       ) 1
 KV5864  ELLIP H (05/14/99)  -26.533  (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)  -26.600  (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)  RAPOU78  model used  GPS OBS        
 KV5864
 KV5864.Superseded values are not recommended for survey control.
 KV5864
 KV5864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5864.See file dsdata.pdf to determine how the superseded data were derived.
 KV5864
 KV5864_MARKER: I = METAL ROD
 KV5864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV4561 ***********************************************************************
 KV4561  DESIGNATION -  LINDEN N TRANSMISSION TOWER
 KV4561  PID         -  KV4561
 KV4561  STATE/COUNTY-  NJ/UNION
 KV4561  COUNTRY     -  US
 KV4561  USGS QUAD   -  ARTHUR KILL (2019)
 KV4561
 KV4561                         *CURRENT SURVEY CONTROL
 KV4561  ______________________________________________________________________
 KV4561* NAD 83(1996) POSITION- 40 36 00.34661(N) 074 13 58.30488(W)   ADJUSTED
 KV4561  ______________________________________________________________________
 KV4561  GEOID HEIGHT    -        -32.461 (meters)                     GEOID18
 KV4561  LAPLACE CORR    -          5.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4561.GEOID18 height accuracy estimate available here.
 KV4561
 KV4561.Click photographs - Photos may exist for this station.
 KV4561
 KV4561.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4561
 KV4561. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6490694648(NAD 83)
 KV4561
 KV4561                          SUPERSEDED SURVEY CONTROL
 KV4561
 KV4561  NAD 83(1996)-  40 36 00.34664(N)    074 13 58.30509(W) AD(       ) 3
 KV4561  NAD 83(1986)-  40 36 00.34606(N)    074 13 58.30025(W) AD(       ) 3
 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
 KV4561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4561.See file dsdata.pdf to determine how the superseded data were derived.
 KV4561
 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 = JULY 24, 2026 22:12:30 EDT
 KV4701 ***********************************************************************
 KV4701  DESIGNATION -  LINDEN STAND OIL ACID PLT CHIM
 KV4701  PID         -  KV4701
 KV4701  STATE/COUNTY-  NJ/UNION
 KV4701  COUNTRY     -  US
 KV4701  USGS QUAD   -  ELIZABETH (2016)
 KV4701
 KV4701                         *CURRENT SURVEY CONTROL
 KV4701  ______________________________________________________________________
 KV4701* NAD 83(1996) POSITION- 40 37 34.54621(N) 074 12 27.15884(W)   ADJUSTED
 KV4701  ______________________________________________________________________
 KV4701  GEOID HEIGHT    -        -32.404 (meters)                     GEOID18
 KV4701  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4701.GEOID18 height accuracy estimate available here.
 KV4701
 KV4701.Click photographs - Photos may exist for this station.
 KV4701
 KV4701.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4701
 KV4701. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6702297571(NAD 83)
 KV4701
 KV4701                          SUPERSEDED SURVEY CONTROL
 KV4701
 KV4701  NAD 83(1996)-  40 37 34.54618(N)    074 12 27.15910(W) AD(       ) 3
 KV4701  NAD 83(1986)-  40 37 34.54483(N)    074 12 27.15413(W) AD(       ) 3
 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
 KV4701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4701.See file dsdata.pdf to determine how the superseded data were derived.
 KV4701
 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 = JULY 24, 2026 22:12:30 EDT
 KV4558 ***********************************************************************
 KV4558  DESIGNATION -  LINDEN STANDARD OIL RAD N TWR
 KV4558  PID         -  KV4558
 KV4558  STATE/COUNTY-  NJ/UNION
 KV4558  COUNTRY     -  US
 KV4558  USGS QUAD   -  ARTHUR KILL (2019)
 KV4558
 KV4558                         *CURRENT SURVEY CONTROL
 KV4558  ______________________________________________________________________
 KV4558* NAD 83(1996) POSITION- 40 36 42.38015(N) 074 14 15.74728(W)   ADJUSTED
 KV4558  ______________________________________________________________________
 KV4558  GEOID HEIGHT    -        -32.478 (meters)                     GEOID18
 KV4558  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4558.GEOID18 height accuracy estimate available here.
 KV4558
 KV4558.Click photographs - Photos may exist for this station.
 KV4558
 KV4558.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4558
 KV4558. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6448495940(NAD 83)
 KV4558
 KV4558                          SUPERSEDED SURVEY CONTROL
 KV4558
 KV4558  NAD 83(1996)-  40 36 42.38040(N)    074 14 15.74761(W) AD(       ) 3
 KV4558  NAD 83(1986)-  40 36 42.37947(N)    074 14 15.74272(W) AD(       ) 3
 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
 KV4558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4558.See file dsdata.pdf to determine how the superseded data were derived.
 KV4558
 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 = JULY 24, 2026 22:12:30 EDT
 KV4559 ***********************************************************************
 KV4559  DESIGNATION -  LINDEN STANDARD OIL RAD W TWR
 KV4559  PID         -  KV4559
 KV4559  STATE/COUNTY-  NJ/UNION
 KV4559  COUNTRY     -  US
 KV4559  USGS QUAD   -  ARTHUR KILL (2019)
 KV4559
 KV4559                         *CURRENT SURVEY CONTROL
 KV4559  ______________________________________________________________________
 KV4559* NAD 83(1996) POSITION- 40 36 40.67034(N) 074 14 17.03854(W)   ADJUSTED
 KV4559  ______________________________________________________________________
 KV4559  GEOID HEIGHT    -        -32.479 (meters)                     GEOID18
 KV4559  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4559.GEOID18 height accuracy estimate available here.
 KV4559
 KV4559.Click photographs - Photos may exist for this station.
 KV4559
 KV4559.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4559
 KV4559. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6445595887(NAD 83)
 KV4559
 KV4559                          SUPERSEDED SURVEY CONTROL
 KV4559
 KV4559  NAD 83(1996)-  40 36 40.67059(N)    074 14 17.03887(W) AD(       ) 3
 KV4559  NAD 83(1986)-  40 36 40.66968(N)    074 14 17.03396(W) AD(       ) 3
 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
 KV4559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4559.See file dsdata.pdf to determine how the superseded data were derived.
 KV4559
 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 = JULY 24, 2026 22:12:30 EDT
 KV4560 ***********************************************************************
 KV4560  DESIGNATION -  LINDEN STANDARD OIL RAD E TWR
 KV4560  PID         -  KV4560
 KV4560  STATE/COUNTY-  NJ/UNION
 KV4560  COUNTRY     -  US
 KV4560  USGS QUAD   -  ARTHUR KILL (2019)
 KV4560
 KV4560                         *CURRENT SURVEY CONTROL
 KV4560  ______________________________________________________________________
 KV4560* NAD 83(1996) POSITION- 40 36 40.66975(N) 074 14 14.45274(W)   ADJUSTED
 KV4560  ______________________________________________________________________
 KV4560  GEOID HEIGHT    -        -32.477 (meters)                     GEOID18
 KV4560  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4560.GEOID18 height accuracy estimate available here.
 KV4560
 KV4560.Click photographs - Photos may exist for this station.
 KV4560
 KV4560.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4560
 KV4560. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6451595888(NAD 83)
 KV4560
 KV4560                          SUPERSEDED SURVEY CONTROL
 KV4560
 KV4560  NAD 83(1996)-  40 36 40.67000(N)    074 14 14.45306(W) AD(       ) 3
 KV4560  NAD 83(1986)-  40 36 40.66911(N)    074 14 14.44821(W) AD(       ) 3
 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
 KV4560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4560.See file dsdata.pdf to determine how the superseded data were derived.
 KV4560
 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 = JULY 24, 2026 22:12:30 EDT
 KU4044 ***********************************************************************
 KU4044  DESIGNATION -  LINDY
 KU4044  PID         -  KU4044
 KU4044  STATE/COUNTY-  NJ/BERGEN
 KU4044  COUNTRY     -  US
 KU4044  USGS QUAD   -  YONKERS (2019)
 KU4044
 KU4044                         *CURRENT SURVEY CONTROL
 KU4044  ______________________________________________________________________
 KU4044* NAD 83(1996) POSITION- 40 54 14.23488(N) 073 56 04.39943(W)   ADJUSTED
 KU4044* NAVD 88 ORTHO HEIGHT -   122.    (meters)      400.    (feet) SCALED
 KU4044  ______________________________________________________________________
 KU4044  GEOID HEIGHT    -        -31.452 (meters)                     GEOID18
 KU4044  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4044.GEOID18 height accuracy estimate available here.
 KU4044
 KU4044.Click photographs - Photos may exist for this station.
 KU4044
 KU4044.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4044
 KU4044. The following values were computed from the NAD 83(1996) position.
 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       -   0.99998585  x   0.99992792  =   0.99991377
 KU4044!SPC NY L     -   0.99998585  x   0.99999534  =   0.99998119
 KU4044!UTM  18      -   0.99998585  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8973628641(NAD 83)
 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
 KU4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4044.See file dsdata.pdf to determine how the superseded data were derived.
 KU4044
 KU4044_MARKER: DS = TRIANGULATION STATION DISK
 KU4044_SETTING: 66 = SET IN ROCK OUTCROP
 KU4044_STAMPING: LINDY 1930
 KU4044_MARK LOGO: CGS
 KU4044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4044+STABILITY: POSITION/ELEVATION WELL
 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  HISTORY     - 20061203 GOOD             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.
 KU4044
 KU4044                          STATION RECOVERY (2006)
 KU4044
 KU4044'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU4044'PARK AT THE ROCKEFELLER OVERLOOK ON THE PALISADES INTERSTATE PARKWAY,
 KU4044'AND HIKE ABOUT 0.68 MILES (BY GPS) NORTH ALONG LONG PATH, BLAZED IN
 KU4044'BLUE.  ACCESS IS NO LONGER AVAILABLE FROM SYLVAN BOULEVARD, DUE TO THE
 KU4044'EXISTENCE OF THE PALISADES INTERSTATE PARKWAY.
 KU4044'RM 1 WAS LOCATED FIRST, USING COORDINATES FROM NGS FORWARD.
 KU4044'IT IS LOCATED A SHORT DISTANCE INSIDE THE FENCE, ON A BOULDER ABOUT 8
 KU4044'INCHES ABOVE GROUND LEVEL.
 KU4044'TAPE AND COMPASS FROM RM 1 WERE USED TO LOCATE THE AREA OF THE
 KU4044'STATION.
 KU4044'METAL DETECTOR INDICATED A READING.  STATION WAS ABOUT 2 INCHES
 KU4044'UNDERGROUND, ABOUT 6 INCHES WEST OF BARE ROCK.  IT IS LOCATED 6 FEET 8
 KU4044'INCHES WEST OF EDGE OF CLIFF.  LISTED COORDINATES FOR THE STATION ARE
 KU4044'ACCURATE.
 KU4044'RM 2 WAS SEARCHED FOR WITH NGS FORWARD COORDINATES, TAPE, COMPASS AND
 KU4044'METAL DETECTOR, BUT WAS NOT LOCATED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0363 ***********************************************************************
 JU0363  DESIGNATION -  LINE
 JU0363  PID         -  JU0363
 JU0363  STATE/COUNTY-  NJ/CAPE MAY
 JU0363  COUNTRY     -  US
 JU0363  USGS QUAD   -  OCEAN CITY (2019)
 JU0363
 JU0363                         *CURRENT SURVEY CONTROL
 JU0363  ______________________________________________________________________
 JU0363* NAD 83(1996) POSITION- 39 17 50.58879(N) 074 35 22.34231(W)   ADJUSTED
 JU0363* NAVD 88 ORTHO HEIGHT -     1.864 (meters)        6.12  (feet) ADJUSTED
 JU0363  ______________________________________________________________________
 JU0363  GEOID HEIGHT    -        -34.530 (meters)                     GEOID18
 JU0363  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 JU0363  DYNAMIC HEIGHT  -          1.863 (meters)        6.11  (feet) COMP
 JU0363  MODELED GRAVITY -    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 and
 JU0363.adjusted by the NATIONAL GEODETIC SURVEY
 JU0363.in March 2005.
 JU0363
 JU0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0363.GEOID18 height accuracy estimate available here.
 JU0363
 JU0363.Click photographs - Photos may exist for this station.
 JU0363
 JU0363.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000513  x   0.99990073  =   0.99990585
 JU0363!UTM  18      -   1.00000513  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3539349858(NAD 83)
 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) SUPERSEDED  1 1
 JU0363  NGVD 29 (04/16/92)    2.275  (m)            7.46   (f) ADJUSTED    1 1
 JU0363  NGVD 29 (01/10/92)    2.275  (m)            7.46   (f) SUPERSEDED  1 1
 JU0363  NGVD 29 (??/??/87)    2.294  (m)            7.53   (f) SUPERSEDED  1 1
 JU0363  NGVD 29               2.29   (m)            7.5    (f) LEVELING    3  
 JU0363
 JU0363.Superseded values are not recommended for survey control.
 JU0363
 JU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0363.See file dsdata.pdf to determine how the superseded data were derived.
 JU0363
 JU0363_MARKER: DS = TRIANGULATION STATION DISK
 JU0363_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU4370 ***********************************************************************
 JU4370  DESIGNATION -  LINE
 JU4370  PID         -  JU4370
 JU4370  STATE/COUNTY-  NJ/ATLANTIC
 JU4370  COUNTRY     -  US
 JU4370  USGS QUAD   -  MAYS LANDING (2019)
 JU4370
 JU4370                         *CURRENT SURVEY CONTROL
 JU4370  ______________________________________________________________________
 JU4370* NAD 83(2011) POSITION- 39 25 32.52169(N) 074 38 36.99607(W)   ADJUSTED
 JU4370* NAD 83(2011) ELLIP HT-   -14.230 (meters)        (06/27/12)   ADJUSTED
 JU4370* NAD 83(2011) EPOCH   -  2010.00
 JU4370* NAVD 88 ORTHO HEIGHT -    19.7   (meters)       65.    (feet) GPS OBS
 JU4370  ______________________________________________________________________
 JU4370  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4370  GEOID HEIGHT    -        -34.280 (meters)                     GEOID93
 JU4370  GEOID HEIGHT    -        -33.963 (meters)                     GEOID18
 JU4370  NAD 83(2011) X  -  1,306,484.007 (meters)                     COMP
 JU4370  NAD 83(2011) Y  - -4,757,300.520 (meters)                     COMP
 JU4370  NAD 83(2011) Z  -  4,028,925.908 (meters)                     COMP
 JU4370  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 JU4370
 JU4370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4370  Standards:
 JU4370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4370  -------------------------------------------------------------------
 JU4370  NETWORK    0.41   0.82           0.18   0.15   0.42     -0.03573570
 JU4370  -------------------------------------------------------------------
 JU4370  Click here for local accuracies and other accuracy information.
 JU4370
 JU4370.The horizontal coordinates were established by GPS observations
 JU4370.and adjusted by the National Geodetic Survey in June 2012.
 JU4370
 JU4370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4370.been affixed to the stable North American tectonic plate. See 
 JU4370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4370
 JU4370.The horizontal coordinates are valid at the epoch date displayed above
 JU4370.which is a decimal equivalence of Year/Month/Day.
 JU4370
 JU4370.The orthometric height was determined by GPS observations and a
 JU4370.high-resolution geoid model.
 JU4370
 JU4370.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4370.GEOID18 height accuracy estimate available here.
 JU4370
 JU4370.Click photographs - Photos may exist for this station.
 JU4370
 JU4370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4370
 JU4370.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4370
 JU4370.The ellipsoidal height was determined by GPS observations
 JU4370.and is referenced to NAD 83.
 JU4370
 JU4370. The following values were computed from the NAD 83(2011) position.
 JU4370
 JU4370;                    North         East     Units Scale Factor Converg.
 JU4370;SPC NJ       -    65,766.653   137,635.704   MT  0.99990188   -0 05 28.3
 JU4370;SPC NJ       -   215,769.43    451,559.81   sFT  0.99990188   -0 05 28.3
 JU4370;UTM  18      - 4,364,079.339   530,674.697   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3067464079(NAD 83)
 JU4370
 JU4370                          SUPERSEDED SURVEY CONTROL
 JU4370
 JU4370  NAD 83(2007)-  39 25 32.52207(N)    074 38 36.99684(W) AD(2002.00) 0
 JU4370  ELLIP H (02/10/07)  -14.221  (m)                       GP(2002.00)    
 JU4370  ELLIP H (10/23/02)  -14.210  (m)                       GP(       ) 4 1
 JU4370  NAD 83(1996)-  39 25 32.52189(N)    074 38 36.99679(W) AD(       ) 1
 JU4370  ELLIP H (05/14/99)  -14.175  (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
 JU4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4370.See file dsdata.pdf to determine how the superseded data were derived.
 JU4370
 JU4370_MARKER: DD = SURVEY DISK
 JU4370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - August 19, 2021
 JU4370
 JU4370  HISTORY     - Date     Condition        Report By
 JU4370  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4370  HISTORY     - 20041003 GOOD             GEOCAC
 JU4370  HISTORY     - 20110728 GOOD             INDIV
 JU4370  HISTORY     - 20210819 GOOD             NJGS
 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.
 JU4370
 JU4370                          STATION RECOVERY (2011)
 JU4370
 JU4370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU4370'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE. STATION IS LOCATED
 JU4370'ON GRAND AVENUE. PINE AVENUE CHANGES TO GRAND AVENUE AFTER CROSSING
 JU4370'INTO HAMILTON TOWNSHIP.
 JU4370
 JU4370                          STATION RECOVERY (2021)
 JU4370
 JU4370'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU4370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0152 ***********************************************************************
 JU0152  DESIGNATION -  LINE 12 USE
 JU0152  PID         -  JU0152
 JU0152  STATE/COUNTY-  NJ/OCEAN
 JU0152  COUNTRY     -  US
 JU0152  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0152
 JU0152                         *CURRENT SURVEY CONTROL
 JU0152  ______________________________________________________________________
 JU0152* NAD 83(1986) POSITION- 39 40 38.     (N) 074 09 05.     (W)   SCALED
 JU0152* NAVD 88 ORTHO HEIGHT -     4.734 (meters)       15.53  (feet) ADJUSTED
 JU0152  ______________________________________________________________________
 JU0152  GEOID HEIGHT    -        -33.518 (meters)                     GEOID18
 JU0152  DYNAMIC HEIGHT  -          4.731 (meters)       15.52  (feet) COMP
 JU0152  MODELED GRAVITY -    980,154.3   (mgal)                       NAVD 88
 JU0152
 JU0152  VERT ORDER      -  SECOND    CLASS 0
 JU0152
 JU0152.The horizontal coordinates were scaled from a map and have
 JU0152.an estimated accuracy of +/- 6 seconds.
 JU0152
 JU0152.The orthometric height was determined by differential leveling and
 JU0152.adjusted by the NATIONAL GEODETIC SURVEY
 JU0152.in June 1991.
 JU0152
 JU0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0152.GEOID18 height accuracy estimate available here.
 JU0152
 JU0152.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ727922(NAD 83)
 JU0152
 JU0152                          SUPERSEDED SURVEY CONTROL
 JU0152
 JU0152  NGVD 29 (11/26/84)    5.114  (m)           16.78   (f) ADJUSTED    2 0
 JU0152
 JU0152.Superseded values are not recommended for survey control.
 JU0152
 JU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0152.See file dsdata.pdf to determine how the superseded data were derived.
 JU0152
 JU0152_MARKER: P = PIPE CAP
 JU0152_SETTING: 17 = SET INTO TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 JU0364 ***********************************************************************
 JU0364  DESIGNATION -  LINE RM 1
 JU0364  PID         -  JU0364
 JU0364  STATE/COUNTY-  NJ/CAPE MAY
 JU0364  COUNTRY     -  US
 JU0364  USGS QUAD   -  OCEAN CITY (2019)
 JU0364
 JU0364                         *CURRENT SURVEY CONTROL
 JU0364  ______________________________________________________________________
 JU0364* NAD 83(1986) POSITION- 39 17 49.96   (N) 074 35 21.86   (W)   HD_HELD1
 JU0364* NAVD 88 ORTHO HEIGHT -     1.781 (meters)        5.84  (feet) ADJUSTED
 JU0364  ______________________________________________________________________
 JU0364  GEOID HEIGHT    -        -34.531 (meters)                     GEOID18
 JU0364  DYNAMIC HEIGHT  -          1.780 (meters)        5.84  (feet) COMP
 JU0364  MODELED GRAVITY -    980,101.5   (mgal)                       NAVD 88
 JU0364
 JU0364  VERT ORDER      -  FIRST     CLASS II
 JU0364
 JU0364.The horizontal coordinates were determined by differentially corrected
 JU0364.hand held GPS observations or other comparable positioning techniques
 JU0364.and have an estimated accuracy of +/- 3 meters.
 JU0364
 JU0364.The orthometric height was determined by differential leveling and
 JU0364.adjusted by the NATIONAL GEODETIC SURVEY
 JU0364.in March 2005.
 JU0364
 JU0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0364.GEOID18 height accuracy estimate available here.
 JU0364
 JU0364.Click photographs - Photos may exist for this station.
 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       -    51,496.9     142,288.4     MT  (+/- 3 meters HH1 GPS) 
 JU0364
 JU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3540449839(NAD 83)
 JU0364
 JU0364                          SUPERSEDED SURVEY CONTROL
 JU0364
 JU0364  NAVD 88 (06/15/91)    1.801  (m)            5.91   (f) SUPERSEDED  1 1
 JU0364  NGVD 29 (04/16/92)    2.196  (m)            7.20   (f) ADJUSTED    1 1
 JU0364  NGVD 29 (01/10/92)    2.196  (m)            7.20   (f) SUPERSEDED  1 1
 JU0364  NGVD 29 (??/??/87)    2.214  (m)            7.26   (f) SUPERSEDED  1 1
 JU0364
 JU0364.Superseded values are not recommended for survey control.
 JU0364
 JU0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0364.See file dsdata.pdf to determine how the superseded data were derived.
 JU0364
 JU0364_MARKER: DR = REFERENCE MARK DISK
 JU0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0364_STAMPING: LINE 1 1935
 JU0364_MARK LOGO: CGS
 JU0364_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 JU0362 ***********************************************************************
 JU0362  DESIGNATION -  LINE RM 2
 JU0362  PID         -  JU0362
 JU0362  STATE/COUNTY-  NJ/CAPE MAY
 JU0362  COUNTRY     -  US
 JU0362  USGS QUAD   -  OCEAN CITY (2019)
 JU0362
 JU0362                         *CURRENT SURVEY CONTROL
 JU0362  ______________________________________________________________________
 JU0362* NAD 83(1986) POSITION- 39 17 51.38   (N) 074 35 22.91   (W)   HD_HELD1
 JU0362* NAVD 88 ORTHO HEIGHT -     1.951 (meters)        6.40  (feet) ADJUSTED
 JU0362  ______________________________________________________________________
 JU0362  GEOID HEIGHT    -        -34.529 (meters)                     GEOID18
 JU0362  DYNAMIC HEIGHT  -          1.950 (meters)        6.40  (feet) COMP
 JU0362  MODELED GRAVITY -    980,101.5   (mgal)                       NAVD 88
 JU0362
 JU0362  VERT ORDER      -  FIRST     CLASS II
 JU0362
 JU0362.The horizontal coordinates were determined by differentially corrected
 JU0362.hand held GPS observations or other comparable positioning techniques
 JU0362.and have an estimated accuracy of +/- 3 meters.
 JU0362
 JU0362.The orthometric height was determined by differential leveling and
 JU0362.adjusted by the NATIONAL GEODETIC SURVEY
 JU0362.in March 2005.
 JU0362
 JU0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0362.GEOID18 height accuracy estimate available here.
 JU0362
 JU0362.Click photographs - Photos may exist for this station.
 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       -    51,540.7     142,263.3     MT  (+/- 3 meters HH1 GPS) 
 JU0362
 JU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3537949883(NAD 83)
 JU0362
 JU0362                          SUPERSEDED SURVEY CONTROL
 JU0362
 JU0362  NAVD 88 (06/15/91)    1.973  (m)            6.47   (f) SUPERSEDED  1 1
 JU0362  NGVD 29 (04/16/92)    2.368  (m)            7.77   (f) ADJUSTED    1 1
 JU0362  NGVD 29 (01/10/92)    2.368  (m)            7.77   (f) SUPERSEDED  1 1
 JU0362  NGVD 29 (??/??/87)    2.386  (m)            7.83   (f) SUPERSEDED  1 1
 JU0362
 JU0362.Superseded values are not recommended for survey control.
 JU0362
 JU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0362.See file dsdata.pdf to determine how the superseded data were derived.
 JU0362
 JU0362_MARKER: DR = REFERENCE MARK DISK
 JU0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0362_STAMPING: LINE RM 2
 JU0362_MARK LOGO: CGS
 JU0362_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV5598 ***********************************************************************
 KV5598  DESIGNATION -  LING 34 USE 1935
 KV5598  PID         -  KV5598
 KV5598  STATE/COUNTY-  NJ/BURLINGTON
 KV5598  COUNTRY     -  US
 KV5598  USGS QUAD   -  BRISTOL (2019)
 KV5598
 KV5598                         *CURRENT SURVEY CONTROL
 KV5598  ______________________________________________________________________
 KV5598* NAD 83(1996) POSITION- 40 05 37.82446(N) 074 51 01.20708(W)   ADJUSTED
 KV5598* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV5598  ______________________________________________________________________
 KV5598  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 KV5598  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5598.GEOID18 height accuracy estimate available here.
 KV5598
 KV5598.Click photographs - Photos may exist for this station.
 KV5598
 KV5598.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5598
 KV5598. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000443  x   0.99991098  =   0.99991541
 KV5598!SPC PA S     -   1.00000443  x   0.99997878  =   0.99998321
 KV5598!UTM  18      -   1.00000443  x   0.99960200  =   0.99960642
 KV5598
 KV5598:                Primary Azimuth Mark                     Grid Az
 KV5598:SPC NJ       -  BRISTOL ME CHURCH SPIRE                  307 37 42.2
 KV5598:SPC PA S     -  BRISTOL ME CHURCH SPIRE                  305 31 17.3
 KV5598:UTM  18      -  BRISTOL ME CHURCH SPIRE                  307 18 22.9
 KV5598
 KV5598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1275738183(NAD 83)
 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
 KV5598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5598.See file dsdata.pdf to determine how the superseded data were derived.
 KV5598
 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       USACE
 KV5598  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5598
 KV5598                          STATION DESCRIPTION
 KV5598
 KV5598'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5077 ***********************************************************************
 KV5077  DESIGNATION -  LIPP
 KV5077  PID         -  KV5077
 KV5077  STATE/COUNTY-  NJ/MONMOUTH
 KV5077  COUNTRY     -  US
 KV5077  USGS QUAD   -  MARLBORO (2016)
 KV5077
 KV5077                         *CURRENT SURVEY CONTROL
 KV5077  ______________________________________________________________________
 KV5077* NAD 83(1996) POSITION- 40 15 20.16155(N) 074 07 36.02225(W)   ADJUSTED
 KV5077* NAVD 88 ORTHO HEIGHT -    72.94  (+/-2cm)      239.3   (feet) VERTCON3
 KV5077  ______________________________________________________________________
 KV5077  GEOID HEIGHT    -        -32.537 (meters)                     GEOID18
 KV5077  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 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
 KV5077.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5077.GEOID18 height accuracy estimate available here.
 KV5077
 KV5077.The vertical order pertains to the NGVD 29 superseded value.
 KV5077
 KV5077.Click photographs - Photos may exist for this station.
 KV5077
 KV5077.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5077
 KV5077. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999366  x   0.99991241  =   0.99990607
 KV5077!UTM  18      -   0.99999366  x   0.99966790  =   0.99966156
 KV5077
 KV5077:                Primary Azimuth Mark                     Grid Az
 KV5077:SPC NJ       -  THROCKMORTON LOOKOUT TOWER               263 25 50.5
 KV5077:UTM  18      -  THROCKMORTON LOOKOUT TOWER               263 06 27.3
 KV5077
 KV5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7426856492(NAD 83)
 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 2634019.0 |
 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              73.52   (m)          241.2    (f) LEVELING    3  
 KV5077
 KV5077.Superseded values are not recommended for survey control.
 KV5077
 KV5077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5077.See file dsdata.pdf to determine how the superseded data were derived.
 KV5077
 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 = JULY 24, 2026 22:12:30 EDT
 JU3242 ***********************************************************************
 JU3242  DESIGNATION -  LIPPINCOTT
 JU3242  PID         -  JU3242
 JU3242  STATE/COUNTY-  NJ/GLOUCESTER
 JU3242  COUNTRY     -  US
 JU3242  USGS QUAD   -  WOODSTOWN (2019)
 JU3242
 JU3242                         *CURRENT SURVEY CONTROL
 JU3242  ______________________________________________________________________
 JU3242* NAD 83(1996) POSITION- 39 43 20.56567(N) 075 18 48.62677(W)   ADJUSTED
 JU3242* NAVD 88 ORTHO HEIGHT -    43.    (meters)      141.    (feet) SCALED
 JU3242  ______________________________________________________________________
 JU3242  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 JU3242  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 JU3242  HORZ ORDER      -  FIRST
 JU3242
 JU3242.The horizontal coordinates were established by classical geodetic methods
 JU3242.and adjusted by the National Geodetic Survey in September 1999.
 JU3242
 JU3242.The orthometric height was scaled from a topographic map.
 JU3242
 JU3242.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3242.GEOID18 height accuracy estimate available here.
 JU3242
 JU3242.Click photographs - Photos may exist for this station.
 JU3242
 JU3242.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3242
 JU3242. The following values were computed from the NAD 83(1996) position.
 JU3242
 JU3242;                    North         East     Units Scale Factor Converg.
 JU3242;SPC NJ       -    99,009.148    80,257.492   MT  0.99995986   -0 31 11.7
 JU3242;SPC NJ       -   324,832.51    263,311.46   sFT  0.99995986   -0 31 11.7
 JU3242;SPC PA S     -    46,079.655   808,883.426   MT  1.00003968   +1 34 50.8
 JU3242;SPC PA S     -   151,179.67  2,653,811.71   sFT  1.00003968   +1 34 50.8
 JU3242;UTM  18      - 4,396,991.760   473,131.016   MT  0.99960889   -0 12 01.3
 JU3242
 JU3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3242!SPC NJ       -   0.99999851  x   0.99995986  =   0.99995837
 JU3242!SPC PA S     -   0.99999851  x   1.00003968  =   1.00003819
 JU3242!UTM  18      -   0.99999851  x   0.99960889  =   0.99960740
 JU3242
 JU3242:                Primary Azimuth Mark                     Grid Az
 JU3242:SPC NJ       -  BURDEN                                   195 44 42.0
 JU3242:SPC PA S     -  BURDEN                                   193 38 39.5
 JU3242:UTM  18      -  BURDEN                                   195 25 31.6
 JU3242
 JU3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7313196991(NAD 83)
 JU3242
 JU3242|---------------------------------------------------------------------|
 JU3242| PID    Reference Object                     Distance      Geod. Az  |
 JU3242|                                                           dddmmss.s |
 JU3242| JU3243 BURDEN                              APPROX.22.1 KM 1951330.3 |
 JU3242|---------------------------------------------------------------------|
 JU3242
 JU3242                          SUPERSEDED SURVEY CONTROL
 JU3242
 JU3242  NAD 83(1991)-  39 43 20.56255(N)    075 18 48.62503(W) AD(       ) 1
 JU3242  NAD 83(1986)-  39 43 20.55924(N)    075 18 48.62958(W) AD(       ) 1
 JU3242  NAD 27      -  39 43 20.16100(N)    075 18 49.97800(W) AD(       ) 1
 JU3242  USBS        -  39 43 17.44000(N)    075 18 30.36000(W) AD(       ) 3
 JU3242  USSD        -  39 43 20.56000(N)    075 18 49.81100(W) AD(       ) 3
 JU3242
 JU3242.Superseded values are not recommended for survey control.
 JU3242
 JU3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3242.See file dsdata.pdf to determine how the superseded data were derived.
 JU3242
 JU3242_MARKER: Z = SEE DESCRIPTION
 JU3242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3242
 JU3242  HISTORY     - Date     Condition        Report By
 JU3242  HISTORY     - 1837     MONUMENTED       COASUR
 JU3242  HISTORY     - 20081203 MARK NOT FOUND   GEOCAC
 JU3242
 JU3242                          STATION DESCRIPTION
 JU3242
 JU3242'DESCRIBED BY GEOCACHING 2008 (RG)
 JU3242'THE STATION WAS NOT VISITED AT THIS TIME.  THE FOLLOWING INFORMATION
 JU3242'ON THE ORIGINAL OCCUPATION OF THIS STATION IS FROM CGS SPECIAL
 JU3242'PUBLICATION NO. 7 'THE EASTERN OBLIQUE ARC IN THE U.S.' (1902) --
 JU3242'
 JU3242'ABSTRACTS OF HORIZONTAL DIRECTIONS AT THE PRINCIPAL STATIONS BETWEEN
 JU3242'THE FIRE ISLAND AND KENT ISLAND BASE NETS, CONNECTICUT, NEW YORK, NEW
 JU3242'JERSEY, PENNSYLVANIA, DELAWARE AND MARYLAND, 1833-1845 AND 1865.
 JU3242'
 JU3242'LIPPINCOTT, GLOUCESTER COUNTY, NEW JERSEY. AUGUST 15 TO SEPTEMBER 5,
 JU3242'1843. 75 CM DIRECTION THEODOLITE NO. 1. F. R. HASSLER, OBSERVER.
 JU3242'THIRTY-THREE SERIES WERE TAKEN.
 JU3242'
 JU3242'ANGLES DETERMINED AFTER ADJUSTMENT (RELATIVE TO STATION BURDEN) WERE
 JU3242'AS FOLLOWS--  BURDEN - 0 00 00.000, MEETINGHOUSE HILL - 73 07 29.710,
 JU3242'BETHEL - 117 05 58.189, YARD - 152 06 60.223, PINE HILL - 237 35
 JU3242'48.835.
 JU3242'
 JU3242'REPORT SUBMITTED BY R. GARLAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3241 ***********************************************************************
 JU3241  DESIGNATION -  LIPPINCOTT 2
 JU3241  PID         -  JU3241
 JU3241  STATE/COUNTY-  NJ/GLOUCESTER
 JU3241  COUNTRY     -  US
 JU3241  USGS QUAD   -  WOODSTOWN (2019)
 JU3241
 JU3241                         *CURRENT SURVEY CONTROL
 JU3241  ______________________________________________________________________
 JU3241* NAD 83(1996) POSITION- 39 43 20.56463(N) 075 18 48.63493(W)   ADJUSTED
 JU3241* NAVD 88 ORTHO HEIGHT -    43.    (meters)      141.    (feet) SCALED
 JU3241  ______________________________________________________________________
 JU3241  GEOID HEIGHT    -        -33.162 (meters)                     GEOID18
 JU3241  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3241.GEOID18 height accuracy estimate available here.
 JU3241
 JU3241.Click photographs - Photos may exist for this station.
 JU3241
 JU3241.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3241
 JU3241. The following values were computed from the NAD 83(1996) position.
 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       -  LIPPINCOTT 2 AZ MK 2 RESET               127 23 35.0
 JU3241:UTM  18      -  LIPPINCOTT 2 AZ MK 2 RESET               127 04 24.6
 JU3241
 JU3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7313096991(NAD 83)
 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  USBS        -  39 43 16.92000(N)    075 18 30.21000(W) AD(       ) 3
 JU3241
 JU3241.Superseded values are not recommended for survey control.
 JU3241
 JU3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3241.See file dsdata.pdf to determine how the superseded data were derived.
 JU3241
 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 = JULY 24, 2026 22:12:30 EDT
 JU2761 ***********************************************************************
 JU2761  DESIGNATION -  LITTLE BEACH
 JU2761  PID         -  JU2761
 JU2761  STATE/COUNTY-  NJ/ATLANTIC
 JU2761  COUNTRY     -  US
 JU2761  USGS QUAD   -  BRIGANTINE INLET (2019)
 JU2761
 JU2761                         *CURRENT SURVEY CONTROL
 JU2761  ______________________________________________________________________
 JU2761* NAD 83(1996) POSITION- 39 28 15.04087(N) 074 19 40.45858(W)   ADJUSTED
 JU2761* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2761  ______________________________________________________________________
 JU2761  GEOID HEIGHT    -        -34.077 (meters)                     GEOID18
 JU2761  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2761.GEOID18 height accuracy estimate available here.
 JU2761
 JU2761.Click photographs - Photos may exist for this station.
 JU2761
 JU2761.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2761
 JU2761. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000525  x   0.99990270  =   0.99990795
 JU2761!UTM  18      -   1.00000525  x   0.99964115  =   0.99964640
 JU2761
 JU2761:                Primary Azimuth Mark                     Grid Az
 JU2761:SPC NJ       -  LITTLE BEACH AZ MK                       207 45 59.8
 JU2761:UTM  18      -  LITTLE BEACH AZ MK                       207 26 55.5
 JU2761
 JU2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5781069244(NAD 83)
 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
 JU2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2761.See file dsdata.pdf to determine how the superseded data were derived.
 JU2761
 JU2761_MARKER: DS = TRIANGULATION STATION DISK
 JU2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2761_STAMPING: LITTLE BEACH 1932
 JU2761_MARK LOGO: CGS
 JU2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2761+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2733 ***********************************************************************
 JU2733  DESIGNATION -  LITTLE EGG
 JU2733  PID         -  JU2733
 JU2733  STATE/COUNTY-  NJ/OCEAN
 JU2733  COUNTRY     -  US
 JU2733  USGS QUAD   -  TUCKERTON (2019)
 JU2733
 JU2733                         *CURRENT SURVEY CONTROL
 JU2733  ______________________________________________________________________
 JU2733* NAD 83(1996) POSITION- 39 30 07.15930(N) 074 17 28.70596(W)   ADJUSTED
 JU2733* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2733  ______________________________________________________________________
 JU2733  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 JU2733  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2733.GEOID18 height accuracy estimate available here.
 JU2733
 JU2733.Click photographs - Photos may exist for this station.
 JU2733
 JU2733.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2733
 JU2733. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2733:SPC NJ       -  LITTLE BEACH                             222 11 56.1
 JU2733:UTM  18      -  LITTLE BEACH                             221 52 51.1
 JU2733
 JU2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6093172724(NAD 83)
 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
 JU2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2733.See file dsdata.pdf to determine how the superseded data were derived.
 JU2733
 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 = JULY 24, 2026 22:12:30 EDT
 JU2731 ***********************************************************************
 JU2731  DESIGNATION -  LITTLE EGG 1931
 JU2731  PID         -  JU2731
 JU2731  STATE/COUNTY-  NJ/OCEAN
 JU2731  COUNTRY     -  US
 JU2731  USGS QUAD   -  TUCKERTON (2019)
 JU2731
 JU2731                         *CURRENT SURVEY CONTROL
 JU2731  ______________________________________________________________________
 JU2731* NAD 83(1996) POSITION- 39 30 07.71125(N) 074 17 28.57177(W)   ADJUSTED
 JU2731* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2731  ______________________________________________________________________
 JU2731  GEOID HEIGHT    -        -34.000 (meters)                     GEOID18
 JU2731  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2731.GEOID18 height accuracy estimate available here.
 JU2731
 JU2731.Click photographs - Photos may exist for this station.
 JU2731
 JU2731.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2731
 JU2731. The following values were computed from the NAD 83(1996) position.
 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                                      207 09 38.2
 JU2731:UTM  18      -  BCG                                      206 50 33.2
 JU2731
 JU2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6093472741(NAD 83)
 JU2731
 JU2731|---------------------------------------------------------------------|
 JU2731| PID    Reference Object                     Distance      Geod. Az  |
 JU2731|                                                           dddmmss.s |
 JU2731| JU2753 BCG                                 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
 JU2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2731.See file dsdata.pdf to determine how the superseded data were derived.
 JU2731
 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 = JULY 24, 2026 22:12:30 EDT
 JU2726 ***********************************************************************
 JU2726  DESIGNATION -  LITTLE EGG 2
 JU2726  PID         -  JU2726
 JU2726  STATE/COUNTY-  NJ/OCEAN
 JU2726  COUNTRY     -  US
 JU2726  USGS QUAD   -  TUCKERTON (2019)
 JU2726
 JU2726                         *CURRENT SURVEY CONTROL
 JU2726  ______________________________________________________________________
 JU2726* NAD 83(1996) POSITION- 39 30 41.55293(N) 074 17 16.92255(W)   ADJUSTED
 JU2726* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2726  ______________________________________________________________________
 JU2726  GEOID HEIGHT    -        -33.964 (meters)                     GEOID18
 JU2726  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2726.GEOID18 height accuracy estimate available here.
 JU2726
 JU2726.Click photographs - Photos may exist for this station.
 JU2726
 JU2726.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2726
 JU2726. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000539  x   0.99990409  =   0.99990948
 JU2726!UTM  18      -   1.00000539  x   0.99964612  =   0.99965151
 JU2726
 JU2726:                Primary Azimuth Mark                     Grid Az
 JU2726:SPC NJ       -  LITTLE BEACH                             217 04 45.4
 JU2726:UTM  18      -  LITTLE BEACH                             216 45 40.1
 JU2726
 JU2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6120473787(NAD 83)
 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
 JU2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2726.See file dsdata.pdf to determine how the superseded data were derived.
 JU2726
 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 = JULY 24, 2026 22:12:30 EDT
 JU2670 ***********************************************************************
 JU2670  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 53
 JU2670  PID         -  JU2670
 JU2670  STATE/COUNTY-  NJ/OCEAN
 JU2670  COUNTRY     -  US
 JU2670  USGS QUAD   -  BEACH HAVEN (2019)
 JU2670
 JU2670                         *CURRENT SURVEY CONTROL
 JU2670  ______________________________________________________________________
 JU2670* NAD 83(1996) POSITION- 39 35 13.55957(N) 074 13 58.88099(W)   ADJUSTED
 JU2670  ______________________________________________________________________
 JU2670  GEOID HEIGHT    -        -33.726 (meters)                     GEOID18
 JU2670  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2670.GEOID18 height accuracy estimate available here.
 JU2670
 JU2670.Click photographs - Photos may exist for this station.
 JU2670
 JU2670.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2670
 JU2670. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6586182211(NAD 83)
 JU2670
 JU2670                          SUPERSEDED SURVEY CONTROL
 JU2670
 JU2670  NAD 83(1986)-  39 35 13.54971(N)    074 13 58.87472(W) AD(       ) 3
 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
 JU2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2670.See file dsdata.pdf to determine how the superseded data were derived.
 JU2670
 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 = JULY 24, 2026 22:12:30 EDT
 JU2676 ***********************************************************************
 JU2676  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 21
 JU2676  PID         -  JU2676
 JU2676  STATE/COUNTY-  NJ/OCEAN
 JU2676  COUNTRY     -  US
 JU2676  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2676
 JU2676                         *CURRENT SURVEY CONTROL
 JU2676  ______________________________________________________________________
 JU2676* NAD 83(1996) POSITION- 39 39 26.06686(N) 074 12 31.49718(W)   ADJUSTED
 JU2676  ______________________________________________________________________
 JU2676  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 JU2676  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2676.GEOID18 height accuracy estimate available here.
 JU2676
 JU2676.Click photographs - Photos may exist for this station.
 JU2676
 JU2676.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2676
 JU2676. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6787790014(NAD 83)
 JU2676
 JU2676                          SUPERSEDED SURVEY CONTROL
 JU2676
 JU2676  NAD 83(1986)-  39 39 26.05822(N)    074 12 31.49152(W) AD(       ) 3
 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
 JU2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2676.See file dsdata.pdf to determine how the superseded data were derived.
 JU2676
 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 = JULY 24, 2026 22:12:30 EDT
 JU2680 ***********************************************************************
 JU2680  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 28
 JU2680  PID         -  JU2680
 JU2680  STATE/COUNTY-  NJ/OCEAN
 JU2680  COUNTRY     -  US
 JU2680  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2680
 JU2680                         *CURRENT SURVEY CONTROL
 JU2680  ______________________________________________________________________
 JU2680* NAD 83(1996) POSITION- 39 38 26.71980(N) 074 12 19.18614(W)   ADJUSTED
 JU2680  ______________________________________________________________________
 JU2680  GEOID HEIGHT    -        -33.554 (meters)                     GEOID18
 JU2680  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2680.GEOID18 height accuracy estimate available here.
 JU2680
 JU2680.Click photographs - Photos may exist for this station.
 JU2680
 JU2680.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2680
 JU2680. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6818788187(NAD 83)
 JU2680
 JU2680                          SUPERSEDED SURVEY CONTROL
 JU2680
 JU2680  NAD 83(1986)-  39 38 26.71134(N)    074 12 19.18056(W) AD(       ) 3
 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
 JU2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2680.See file dsdata.pdf to determine how the superseded data were derived.
 JU2680
 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 = JULY 24, 2026 22:12:30 EDT
 JU2695 ***********************************************************************
 JU2695  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 10
 JU2695  PID         -  JU2695
 JU2695  STATE/COUNTY-  NJ/OCEAN
 JU2695  COUNTRY     -  US
 JU2695  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2695
 JU2695                         *CURRENT SURVEY CONTROL
 JU2695  ______________________________________________________________________
 JU2695* NAD 83(1996) POSITION- 39 40 23.88354(N) 074 10 32.32858(W)   ADJUSTED
 JU2695  ______________________________________________________________________
 JU2695  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 JU2695  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2695.GEOID18 height accuracy estimate available here.
 JU2695
 JU2695.Click photographs - Photos may exist for this station.
 JU2695
 JU2695.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2695
 JU2695. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7070191822(NAD 83)
 JU2695
 JU2695                          SUPERSEDED SURVEY CONTROL
 JU2695
 JU2695  NAD 83(1986)-  39 40 23.87435(N)    074 10 32.32289(W) AD(       ) 3
 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
 JU2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2695.See file dsdata.pdf to determine how the superseded data were derived.
 JU2695
 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 = JULY 24, 2026 22:12:30 EDT
 JU2704 ***********************************************************************
 JU2704  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 75
 JU2704  PID         -  JU2704
 JU2704  STATE/COUNTY-  NJ/OCEAN
 JU2704  COUNTRY     -  US
 JU2704  USGS QUAD   -  TUCKERTON (2019)
 JU2704
 JU2704                         *CURRENT SURVEY CONTROL
 JU2704  ______________________________________________________________________
 JU2704* NAD 83(1996) POSITION- 39 33 19.39560(N) 074 15 26.69738(W)   ADJUSTED
 JU2704  ______________________________________________________________________
 JU2704  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 JU2704  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2704.GEOID18 height accuracy estimate available here.
 JU2704
 JU2704.Click photographs - Photos may exist for this station.
 JU2704
 JU2704.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2704
 JU2704. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6379678674(NAD 83)
 JU2704
 JU2704                          SUPERSEDED SURVEY CONTROL
 JU2704
 JU2704  NAD 83(1986)-  39 33 19.38804(N)    074 15 26.68932(W) AD(       ) 3
 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
 JU2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2704.See file dsdata.pdf to determine how the superseded data were derived.
 JU2704
 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 = JULY 24, 2026 22:12:30 EDT
 JU2722 ***********************************************************************
 JU2722  DESIGNATION -  LITTLE EGG WATERWAY LT 78
 JU2722  PID         -  JU2722
 JU2722  STATE/COUNTY-  NJ/OCEAN
 JU2722  COUNTRY     -  US
 JU2722  USGS QUAD   -  TUCKERTON (2019)
 JU2722
 JU2722                         *CURRENT SURVEY CONTROL
 JU2722  ______________________________________________________________________
 JU2722* NAD 83(1996) POSITION- 39 30 28.59168(N) 074 20 21.97176(W)   ADJUSTED
 JU2722  ______________________________________________________________________
 JU2722  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 JU2722  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2722.GEOID18 height accuracy estimate available here.
 JU2722
 JU2722.Click photographs - Photos may exist for this station.
 JU2722
 JU2722.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2722
 JU2722. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5678873354(NAD 83)
 JU2722
 JU2722                          SUPERSEDED SURVEY CONTROL
 JU2722
 JU2722  NAD 83(1986)-  39 30 28.58452(N)    074 20 21.96350(W) AD(       ) 3
 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
 JU2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2722.See file dsdata.pdf to determine how the superseded data were derived.
 JU2722
 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 = JULY 24, 2026 22:12:30 EDT
 JU2728 ***********************************************************************
 JU2728  DESIGNATION -  LITTLE EGG WATERWAY LT 76
 JU2728  PID         -  JU2728
 JU2728  STATE/COUNTY-  NJ/OCEAN
 JU2728  COUNTRY     -  US
 JU2728  USGS QUAD   -  TUCKERTON (2019)
 JU2728
 JU2728                         *CURRENT SURVEY CONTROL
 JU2728  ______________________________________________________________________
 JU2728* NAD 83(1996) POSITION- 39 30 26.70359(N) 074 19 33.30015(W)   ADJUSTED
 JU2728  ______________________________________________________________________
 JU2728  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 JU2728  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2728.GEOID18 height accuracy estimate available here.
 JU2728
 JU2728.Click photographs - Photos may exist for this station.
 JU2728
 JU2728.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2728
 JU2728. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5795173304(NAD 83)
 JU2728
 JU2728                          SUPERSEDED SURVEY CONTROL
 JU2728
 JU2728  NAD 83(1986)-  39 30 26.69647(N)    074 19 33.29163(W) AD(       ) 3
 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
 JU2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2728.See file dsdata.pdf to determine how the superseded data were derived.
 JU2728
 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 = JULY 24, 2026 22:12:30 EDT
 JU2729 ***********************************************************************
 JU2729  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 96
 JU2729  PID         -  JU2729
 JU2729  STATE/COUNTY-  NJ/OCEAN
 JU2729  COUNTRY     -  US
 JU2729  USGS QUAD   -  TUCKERTON (2019)
 JU2729
 JU2729                         *CURRENT SURVEY CONTROL
 JU2729  ______________________________________________________________________
 JU2729* NAD 83(1996) POSITION- 39 30 24.35563(N) 074 18 31.18741(W)   ADJUSTED
 JU2729  ______________________________________________________________________
 JU2729  GEOID HEIGHT    -        -33.951 (meters)                     GEOID18
 JU2729  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2729.GEOID18 height accuracy estimate available here.
 JU2729
 JU2729.Click photographs - Photos may exist for this station.
 JU2729
 JU2729.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2729
 JU2729. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5943473243(NAD 83)
 JU2729
 JU2729                          SUPERSEDED SURVEY CONTROL
 JU2729
 JU2729  NAD 83(1986)-  39 30 24.34957(N)    074 18 31.17785(W) AD(       ) 3
 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
 JU2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2729.See file dsdata.pdf to determine how the superseded data were derived.
 JU2729
 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 = JULY 24, 2026 22:12:30 EDT
 JU2732 ***********************************************************************
 JU2732  DESIGNATION -  LITTLE EGG WATERWAY LT 80
 JU2732  PID         -  JU2732
 JU2732  STATE/COUNTY-  NJ/ATLANTIC
 JU2732  COUNTRY     -  US
 JU2732  USGS QUAD   -  TUCKERTON (2019)
 JU2732
 JU2732                         *CURRENT SURVEY CONTROL
 JU2732  ______________________________________________________________________
 JU2732* NAD 83(1996) POSITION- 39 30 07.66568(N) 074 21 40.43657(W)   ADJUSTED
 JU2732  ______________________________________________________________________
 JU2732  GEOID HEIGHT    -        -33.886 (meters)                     GEOID18
 JU2732  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2732.GEOID18 height accuracy estimate available here.
 JU2732
 JU2732.Click photographs - Photos may exist for this station.
 JU2732
 JU2732.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2732
 JU2732. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5491972695(NAD 83)
 JU2732
 JU2732                          SUPERSEDED SURVEY CONTROL
 JU2732
 JU2732  NAD 83(1986)-  39 30 07.65824(N)    074 21 40.42868(W) AD(       ) 3
 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
 JU2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2732.See file dsdata.pdf to determine how the superseded data were derived.
 JU2732
 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 = JULY 24, 2026 22:12:30 EDT
 JU2734 ***********************************************************************
 JU2734  DESIGNATION -  LITTLE EGG WATERWAY LT 81
 JU2734  PID         -  JU2734
 JU2734  STATE/COUNTY-  NJ/ATLANTIC
 JU2734  COUNTRY     -  US
 JU2734  USGS QUAD   -  TUCKERTON (2019)
 JU2734
 JU2734                         *CURRENT SURVEY CONTROL
 JU2734  ______________________________________________________________________
 JU2734* NAD 83(1996) POSITION- 39 30 00.65454(N) 074 22 15.69210(W)   ADJUSTED
 JU2734  ______________________________________________________________________
 JU2734  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 JU2734  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2734.GEOID18 height accuracy estimate available here.
 JU2734
 JU2734.Click photographs - Photos may exist for this station.
 JU2734
 JU2734.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2734
 JU2734. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5407872473(NAD 83)
 JU2734
 JU2734                          SUPERSEDED SURVEY CONTROL
 JU2734
 JU2734  NAD 83(1986)-  39 30 00.64704(N)    074 22 15.68443(W) AD(       ) 3
 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
 JU2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2734.See file dsdata.pdf to determine how the superseded data were derived.
 JU2734
 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 = JULY 24, 2026 22:12:30 EDT
 JU2762 ***********************************************************************
 JU2762  DESIGNATION -  LITTLE EGG WATERWAY LT 87
 JU2762  PID         -  JU2762
 JU2762  STATE/COUNTY-  NJ/ATLANTIC
 JU2762  COUNTRY     -  US
 JU2762  USGS QUAD   -  BRIGANTINE INLET (2019)
 JU2762
 JU2762                         *CURRENT SURVEY CONTROL
 JU2762  ______________________________________________________________________
 JU2762* NAD 83(1996) POSITION- 39 29 02.06541(N) 074 22 26.53188(W)   ADJUSTED
 JU2762  ______________________________________________________________________
 JU2762  GEOID HEIGHT    -        -33.947 (meters)                     GEOID18
 JU2762  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2762.GEOID18 height accuracy estimate available here.
 JU2762
 JU2762.Click photographs - Photos may exist for this station.
 JU2762
 JU2762.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2762
 JU2762. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5383270665(NAD 83)
 JU2762
 JU2762                          SUPERSEDED SURVEY CONTROL
 JU2762
 JU2762  NAD 83(1986)-  39 29 02.05756(N)    074 22 26.52412(W) AD(       ) 3
 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
 JU2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2762.See file dsdata.pdf to determine how the superseded data were derived.
 JU2762
 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 = JULY 24, 2026 22:12:30 EDT
 JU2818 ***********************************************************************
 JU2818  DESIGNATION -  LITTLE EGG WATERWAY LT 88
 JU2818  PID         -  JU2818
 JU2818  STATE/COUNTY-  NJ/ATLANTIC
 JU2818  COUNTRY     -  US
 JU2818  USGS QUAD   -  OCEANVILLE (2019)
 JU2818
 JU2818                         *CURRENT SURVEY CONTROL
 JU2818  ______________________________________________________________________
 JU2818* NAD 83(1996) POSITION- 39 28 25.50768(N) 074 23 15.05593(W)   ADJUSTED
 JU2818  ______________________________________________________________________
 JU2818  GEOID HEIGHT    -        -33.971 (meters)                     GEOID18
 JU2818  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2818.GEOID18 height accuracy estimate available here.
 JU2818
 JU2818.Click photographs - Photos may exist for this station.
 JU2818
 JU2818.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2818
 JU2818. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5268069530(NAD 83)
 JU2818
 JU2818                          SUPERSEDED SURVEY CONTROL
 JU2818
 JU2818  NAD 83(1986)-  39 28 25.49961(N)    074 23 15.04848(W) AD(       ) 3
 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
 JU2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2818.See file dsdata.pdf to determine how the superseded data were derived.
 JU2818
 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 = JULY 24, 2026 22:12:30 EDT
 JU2819 ***********************************************************************
 JU2819  DESIGNATION -  LITTLE EGG WATERWAY LT 82
 JU2819  PID         -  JU2819
 JU2819  STATE/COUNTY-  NJ/ATLANTIC
 JU2819  COUNTRY     -  US
 JU2819  USGS QUAD   -  OCEANVILLE (2019)
 JU2819
 JU2819                         *CURRENT SURVEY CONTROL
 JU2819  ______________________________________________________________________
 JU2819* NAD 83(1996) POSITION- 39 29 55.43654(N) 074 22 52.23445(W)   ADJUSTED
 JU2819  ______________________________________________________________________
 JU2819  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 JU2819  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2819.GEOID18 height accuracy estimate available here.
 JU2819
 JU2819.Click photographs - Photos may exist for this station.
 JU2819
 JU2819.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2819
 JU2819. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5320772306(NAD 83)
 JU2819
 JU2819                          SUPERSEDED SURVEY CONTROL
 JU2819
 JU2819  NAD 83(1986)-  39 29 55.42895(N)    074 22 52.22691(W) AD(       ) 3
 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
 JU2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2819.See file dsdata.pdf to determine how the superseded data were derived.
 JU2819
 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 = JULY 24, 2026 22:12:30 EDT
 KV3985 ***********************************************************************
 KV3985  DESIGNATION -  LITTLE FERRY ERIE RR TERM STK
 KV3985  PID         -  KV3985
 KV3985  STATE/COUNTY-  NJ/BERGEN
 KV3985  COUNTRY     -  US
 KV3985  USGS QUAD   -  WEEHAWKEN (2016)
 KV3985
 KV3985                         *CURRENT SURVEY CONTROL
 KV3985  ______________________________________________________________________
 KV3985* NAD 83(1996) POSITION- 40 50 21.89699(N) 074 01 42.71630(W)   ADJUSTED
 KV3985  ______________________________________________________________________
 KV3985  GEOID HEIGHT    -        -31.825 (meters)                     GEOID18
 KV3985  LAPLACE CORR    -          7.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3985.GEOID18 height accuracy estimate available here.
 KV3985
 KV3985.Click photographs - Photos may exist for this station.
 KV3985
 KV3985.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3985
 KV3985. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8190021385(NAD 83)
 KV3985
 KV3985                          SUPERSEDED SURVEY CONTROL
 KV3985
 KV3985  NAD 83(1996)-  40 50 21.89683(N)    074 01 42.71639(W) AD(       ) 3
 KV3985  NAD 83(1996)-  40 50 21.89538(N)    074 01 42.71792(W) AD(       ) 3
 KV3985  NAD 83(1992)-  40 50 21.89429(N)    074 01 42.71853(W) AD(       ) 3
 KV3985  NAD 83(1986)-  40 50 21.90034(N)    074 01 42.71334(W) AD(       ) 3
 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
 KV3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3985.See file dsdata.pdf to determine how the superseded data were derived.
 KV3985
 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 = JULY 24, 2026 22:12:30 EDT
 KV4004 ***********************************************************************
 KV4004  DESIGNATION -  LITTLE FERRY FREI YDS N LT TWR
 KV4004  PID         -  KV4004
 KV4004  STATE/COUNTY-  NJ/BERGEN
 KV4004  COUNTRY     -  US
 KV4004  USGS QUAD   -  WEEHAWKEN (2016)
 KV4004
 KV4004                         *CURRENT SURVEY CONTROL
 KV4004  ______________________________________________________________________
 KV4004* NAD 83(1996) POSITION- 40 49 50.02943(N) 074 01 29.65110(W)   ADJUSTED
 KV4004  ______________________________________________________________________
 KV4004  GEOID HEIGHT    -        -31.816 (meters)                     GEOID18
 KV4004  LAPLACE CORR    -          7.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4004.GEOID18 height accuracy estimate available here.
 KV4004
 KV4004.Click photographs - Photos may exist for this station.
 KV4004
 KV4004.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4004
 KV4004. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8221720405(NAD 83)
 KV4004
 KV4004                          SUPERSEDED SURVEY CONTROL
 KV4004
 KV4004  NAD 83(1996)-  40 49 50.02926(N)    074 01 29.65122(W) AD(       ) 3
 KV4004  NAD 83(1996)-  40 49 50.02781(N)    074 01 29.65286(W) AD(       ) 3
 KV4004  NAD 83(1992)-  40 49 50.02686(N)    074 01 29.65350(W) AD(       ) 3
 KV4004  NAD 83(1986)-  40 49 50.03193(N)    074 01 29.64792(W) AD(       ) 3
 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
 KV4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4004.See file dsdata.pdf to determine how the superseded data were derived.
 KV4004
 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 = JULY 24, 2026 22:12:30 EDT
 KV4028 ***********************************************************************
 KV4028  DESIGNATION -  LITTLE FERRY FREI YDS S LT TWR
 KV4028  PID         -  KV4028
 KV4028  STATE/COUNTY-  NJ/BERGEN
 KV4028  COUNTRY     -  US
 KV4028  USGS QUAD   -  WEEHAWKEN (2016)
 KV4028
 KV4028                         *CURRENT SURVEY CONTROL
 KV4028  ______________________________________________________________________
 KV4028* NAD 83(1996) POSITION- 40 49 40.50283(N) 074 01 28.95410(W)   ADJUSTED
 KV4028  ______________________________________________________________________
 KV4028  GEOID HEIGHT    -        -31.817 (meters)                     GEOID18
 KV4028  LAPLACE CORR    -          7.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4028.GEOID18 height accuracy estimate available here.
 KV4028
 KV4028.Click photographs - Photos may exist for this station.
 KV4028
 KV4028.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4028
 KV4028. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8223620112(NAD 83)
 KV4028
 KV4028                          SUPERSEDED SURVEY CONTROL
 KV4028
 KV4028  NAD 83(1996)-  40 49 40.50266(N)    074 01 28.95422(W) AD(       ) 3
 KV4028  NAD 83(1996)-  40 49 40.50122(N)    074 01 28.95588(W) AD(       ) 3
 KV4028  NAD 83(1992)-  40 49 40.50028(N)    074 01 28.95652(W) AD(       ) 3
 KV4028  NAD 83(1986)-  40 49 40.50515(N)    074 01 28.95101(W) AD(       ) 3
 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
 KV4028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4028.See file dsdata.pdf to determine how the superseded data were derived.
 KV4028
 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 = JULY 24, 2026 22:12:30 EDT
 KV3972 ***********************************************************************
 KV3972  DESIGNATION -  LITTLE FERRY GE MET WKS CHIM
 KV3972  PID         -  KV3972
 KV3972  STATE/COUNTY-  NJ/BERGEN
 KV3972  COUNTRY     -  US
 KV3972  USGS QUAD   -  WEEHAWKEN (2016)
 KV3972
 KV3972                         *CURRENT SURVEY CONTROL
 KV3972  ______________________________________________________________________
 KV3972* NAD 83(1996) POSITION- 40 50 43.06791(N) 074 01 57.09384(W)   ADJUSTED
 KV3972  ______________________________________________________________________
 KV3972  GEOID HEIGHT    -        -31.838 (meters)                     GEOID18
 KV3972  LAPLACE CORR    -          7.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3972.GEOID18 height accuracy estimate available here.
 KV3972
 KV3972.Click photographs - Photos may exist for this station.
 KV3972
 KV3972.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3972
 KV3972. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8155622034(NAD 83)
 KV3972
 KV3972                          SUPERSEDED SURVEY CONTROL
 KV3972
 KV3972  NAD 83(1996)-  40 50 43.06779(N)    074 01 57.09392(W) AD(       ) 3
 KV3972  NAD 83(1996)-  40 50 43.06654(N)    074 01 57.09546(W) AD(       ) 3
 KV3972  NAD 83(1992)-  40 50 43.06516(N)    074 01 57.09602(W) AD(       ) 3
 KV3972  NAD 83(1986)-  40 50 43.07212(N)    074 01 57.09112(W) AD(       ) 3
 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
 KV3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3972.See file dsdata.pdf to determine how the superseded data were derived.
 KV3972
 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 = JULY 24, 2026 22:12:30 EDT
 KV3974 ***********************************************************************
 KV3974  DESIGNATION -  LITTLE FERRY MEHRHOF CO CHIM
 KV3974  PID         -  KV3974
 KV3974  STATE/COUNTY-  NJ/BERGEN
 KV3974  COUNTRY     -  US
 KV3974  USGS QUAD   -  WEEHAWKEN (2016)
 KV3974
 KV3974                         *CURRENT SURVEY CONTROL
 KV3974  ______________________________________________________________________
 KV3974* NAD 83(1996) POSITION- 40 50 36.58108(N) 074 01 55.56920(W)   ADJUSTED
 KV3974  ______________________________________________________________________
 KV3974  GEOID HEIGHT    -        -31.837 (meters)                     GEOID18
 KV3974  LAPLACE CORR    -          7.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3974.GEOID18 height accuracy estimate available here.
 KV3974
 KV3974.Click photographs - Photos may exist for this station.
 KV3974
 KV3974.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3974
 KV3974. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8159421834(NAD 83)
 KV3974
 KV3974                          SUPERSEDED SURVEY CONTROL
 KV3974
 KV3974  NAD 83(1996)-  40 50 36.58093(N)    074 01 55.56929(W) AD(       ) 3
 KV3974  NAD 83(1996)-  40 50 36.57952(N)    074 01 55.57089(W) AD(       ) 3
 KV3974  NAD 83(1992)-  40 50 36.57826(N)    074 01 55.57144(W) AD(       ) 3
 KV3974  NAD 83(1986)-  40 50 36.58503(N)    074 01 55.56647(W) AD(       ) 3
 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
 KV3974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3974.See file dsdata.pdf to determine how the superseded data were derived.
 KV3974
 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 = JULY 24, 2026 22:12:30 EDT
 KV5075 ***********************************************************************
 KV5075  DESIGNATION -  LITTLE SILVER
 KV5075  PID         -  KV5075
 KV5075  STATE/COUNTY-  NJ/MONMOUTH
 KV5075  COUNTRY     -  US
 KV5075  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5075
 KV5075                         *CURRENT SURVEY CONTROL
 KV5075  ______________________________________________________________________
 KV5075* NAD 83(1996) POSITION- 40 20 13.30303(N) 074 00 47.73312(W)   ADJUSTED
 KV5075* NAVD 88 ORTHO HEIGHT -     1.9   (meters)        6.    (feet) VERTCON3
 KV5075  ______________________________________________________________________
 KV5075  GEOID HEIGHT    -        -32.635 (meters)                     GEOID18
 KV5075  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5075.GEOID18 height accuracy estimate available here.
 KV5075
 KV5075.Click photographs - Photos may exist for this station.
 KV5075
 KV5075.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5075
 KV5075. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000483  x   0.99992105  =   0.99992588
 KV5075!UTM  18      -   1.00000483  x   0.99968647  =   0.99969130
 KV5075
 KV5075:                Primary Azimuth Mark                     Grid Az
 KV5075:SPC NJ       -  RACOON                                   099 55 35.8
 KV5075:UTM  18      -  RACOON                                   099 36 10.5
 KV5075
 KV5075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8381365632(NAD 83)
 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
 KV5075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5075.See file dsdata.pdf to determine how the superseded data were derived.
 KV5075
 KV5075_MARKER: DD = SURVEY DISK
 KV5075_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 DF5263 ***********************************************************************
 DF5263  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5263  DESIGNATION -  LNAEC G6
 DF5263  PID         -  DF5263
 DF5263  STATE/COUNTY-  NJ/OCEAN
 DF5263  COUNTRY     -  US
 DF5263  USGS QUAD   -  LAKEHURST (2019)
 DF5263
 DF5263                         *CURRENT SURVEY CONTROL
 DF5263  ______________________________________________________________________
 DF5263* NAD 83(2011) POSITION- 40 01 19.16151(N) 074 18 33.21823(W)   ADJUSTED
 DF5263* NAD 83(2011) ELLIP HT-   -10.540 (meters)        (06/27/12)   ADJUSTED
 DF5263* NAD 83(2011) EPOCH   -  2010.00
 DF5263* NAVD 88 ORTHO HEIGHT -    22.24  (meters)       73.0   (feet) GPS OBS
 DF5263  ______________________________________________________________________
 DF5263  GEOID HEIGHT    -        -32.793 (meters)                     GEOID18
 DF5263  NAD 83(2011) X  -  1,322,783.564 (meters)                     COMP
 DF5263  NAD 83(2011) Y  - -4,708,863.334 (meters)                     COMP
 DF5263  NAD 83(2011) Z  -  4,079,848.851 (meters)                     COMP
 DF5263  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 DF5263
 DF5263  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5263  Standards:
 DF5263         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5263            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5263  -------------------------------------------------------------------
 DF5263  NETWORK    0.46   0.84           0.21   0.16   0.43     -0.14211743
 DF5263  -------------------------------------------------------------------
 DF5263  Click here for local accuracies and other accuracy information.
 DF5263
 DF5263.The horizontal coordinates were established by GPS observations
 DF5263.and adjusted by the National Geodetic Survey in June 2012.
 DF5263
 DF5263.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5263.been affixed to the stable North American tectonic plate. See 
 DF5263.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF5263
 DF5263.The horizontal coordinates are valid at the epoch date displayed above
 DF5263.which is a decimal equivalence of Year/Month/Day.
 DF5263
 DF5263.The orthometric height was determined by GPS observations and a
 DF5263.high-resolution geoid model using precise GPS observation and
 DF5263.processing techniques.
 DF5263
 DF5263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5263.GEOID18 height accuracy estimate available here.
 DF5263
 DF5263.Click photographs - Photos may exist for this station.
 DF5263
 DF5263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5263
 DF5263.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF5263
 DF5263.The ellipsoidal height was determined by GPS observations
 DF5263.and is referenced to NAD 83.
 DF5263
 DF5263. The following values were computed from the NAD 83(2011) position.
 DF5263
 DF5263;                    North         East     Units Scale Factor Converg.
 DF5263;SPC NJ       -   131,973.177   166,283.968   MT  0.99990326   +0 07 21.7
 DF5263;SPC NJ       -   432,982.00    545,549.99   sFT  0.99990326   +0 07 21.7
 DF5263;UTM  18      - 4,430,426.334   558,945.483   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5894530426(NAD 83)
 DF5263
 DF5263                          SUPERSEDED SURVEY CONTROL
 DF5263
 DF5263  NAD 83(2007)-  40 01 19.16195(N)    074 18 33.21886(W) AD(2002.00) 0
 DF5263  ELLIP H (02/10/07)  -10.532  (m)                       GP(2002.00)    
 DF5263  NAD 83(1996)-  40 01 19.16157(N)    074 18 33.21894(W) AD(       ) 1
 DF5263  ELLIP H (04/17/03)  -10.506  (m)                       GP(       ) 3 1
 DF5263  NAVD 88 (04/17/03)   22.3    (m)  GEOID99  model used  GPS OBS        
 DF5263
 DF5263.Superseded values are not recommended for survey control.
 DF5263
 DF5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5263.See file dsdata.pdf to determine how the superseded data were derived.
 DF5263
 DF5263_MARKER: DD = SURVEY DISK
 DF5263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5263_STAMPING: G6 8639.905 7167.512 74.387
 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 - April 02, 2025
 DF5263
 DF5263  HISTORY     - Date     Condition        Report By
 DF5263  HISTORY     - 2000     MONUMENTED       NJGS
 DF5263  HISTORY     - 20020202 GOOD             NJGS
 DF5263  HISTORY     - 20190711 GOOD             NJGS
 DF5263  HISTORY     - 20250402 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'
 DF5263
 DF5263                          STATION RECOVERY (2019)
 DF5263
 DF5263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 DF5263'RECOVERED IN GOOD CONDITION.
 DF5263
 DF5263                          STATION RECOVERY (2025)
 DF5263
 DF5263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 DF5263'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5096 ***********************************************************************
 KV5096  DESIGNATION -  LOCKPORT AERO MARINE TANK
 KV5096  PID         -  KV5096
 KV5096  STATE/COUNTY-  NJ/MONMOUTH
 KV5096  COUNTRY     -  US
 KV5096  USGS QUAD   -  KEYPORT (2016)
 KV5096
 KV5096                         *CURRENT SURVEY CONTROL
 KV5096  ______________________________________________________________________
 KV5096* NAD 83(1996) POSITION- 40 26 31.38510(N) 074 11 25.62444(W)   ADJUSTED
 KV5096  ______________________________________________________________________
 KV5096  GEOID HEIGHT    -        -32.358 (meters)                     GEOID18
 KV5096  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5096.GEOID18 height accuracy estimate available here.
 KV5096
 KV5096.Click photographs - Photos may exist for this station.
 KV5096
 KV5096.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5096
 KV5096. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6865577137(NAD 83)
 KV5096
 KV5096                          SUPERSEDED SURVEY CONTROL
 KV5096
 KV5096  NAD 83(1996)-  40 26 31.38442(N)    074 11 25.62360(W) AD(       ) 3
 KV5096  NAD 83(1986)-  40 26 31.38514(N)    074 11 25.62168(W) AD(       ) 3
 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
 KV5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5096.See file dsdata.pdf to determine how the superseded data were derived.
 KV5096
 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 = JULY 24, 2026 22:12:30 EDT
 KV4953 ***********************************************************************
 KV4953  DESIGNATION -  LOCUST
 KV4953  PID         -  KV4953
 KV4953  STATE/COUNTY-  NJ/MONMOUTH
 KV4953  COUNTRY     -  US
 KV4953  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4953
 KV4953                         *CURRENT SURVEY CONTROL
 KV4953  ______________________________________________________________________
 KV4953* NAD 83(1996) POSITION- 40 23 02.41080(N) 074 01 00.09296(W)   ADJUSTED
 KV4953* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4953  ______________________________________________________________________
 KV4953  GEOID HEIGHT    -        -32.554 (meters)                     GEOID18
 KV4953  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4953.GEOID18 height accuracy estimate available here.
 KV4953
 KV4953.Click photographs - Photos may exist for this station.
 KV4953
 KV4953.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4953
 KV4953. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992572
 KV4953!UTM  18      -   1.00000500  x   0.99968575  =   0.99969075
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8346370843(NAD 83)
 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
 KV4953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4953.See file dsdata.pdf to determine how the superseded data were derived.
 KV4953
 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 = JULY 24, 2026 22:12:30 EDT
 KV5411 ***********************************************************************
 KV5411  DESIGNATION -  LOCUST HILL
 KV5411  PID         -  KV5411
 KV5411  STATE/COUNTY-  NJ/MONMOUTH
 KV5411  COUNTRY     -  US
 KV5411  USGS QUAD   -  JAMESBURG (2019)
 KV5411
 KV5411                         *CURRENT SURVEY CONTROL
 KV5411  ______________________________________________________________________
 KV5411* NAD 83(1996) POSITION- 40 15 58.19977(N) 074 23 17.92516(W)   ADJUSTED
 KV5411* NAVD 88 ORTHO HEIGHT -    78.4   (meters)      257.    (feet) H LEVEL
 KV5411  ______________________________________________________________________
 KV5411  GEOID HEIGHT    -        -32.426 (meters)                     GEOID18
 KV5411  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5411.GEOID18 height accuracy estimate available here.
 KV5411
 KV5411.Click photographs - Photos may exist for this station.
 KV5411
 KV5411.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5411
 KV5411. The following values were computed from the NAD 83(1996) position.
 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  =   0.99962610
 KV5411
 KV5411:                Primary Azimuth Mark                     Grid Az
 KV5411:SPC NJ       -  REFORMATORY                              354 30 12.8
 KV5411:UTM  18      -  REFORMATORY                              354 10 49.4
 KV5411
 KV5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5201057479(NAD 83)
 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 03846     |
 KV5411| KV5079 MARLBORO STATE HOSP TANK            APPROX.16.2 KM 0563433.7 |
 KV5411| KV5409 FREEHOLD WATER TANK                 APPROX. 8.8 KM 0873634.2 |
 KV5411| KV6944 13 L 3                               45.510 METERS 09133     |
 KV5411| CS4363 FREEHOLD ATT MICRO WAVE TWR                        1012455.4 |
 KV5411| KV6948 LOCUST HILL RM 2                     59.196 METERS 13513     |
 KV5411| KV5413 REFORMATORY                         APPROX. 8.3 KM 3543432.7 |
 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
 KV5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5411.See file dsdata.pdf to determine how the superseded data were derived.
 KV5411
 KV5411_MARKER: DS = TRIANGULATION STATION DISK
 KV5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 OBSERVED
 KV5411'AS AN AZIMUTH MARK.
 KV5411'
 KV5411'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTHEAST OF JAMESBURG,
 KV5411'4.3 KM (2.7 MI) SOUTHWEST OF ENGLISHTOWN AND 10.1 KM ( 6.3 MI) WEST OF
 KV5411'FREEHOLD.  OWNERSHIP--QUAIL HILL SCOUT CAMP, CARE TAKER 201-446-6521.
 KV5411'
 KV5411'TO REACH THE STATION FROM FREEHOLD TRAFFIC CIRCLE AT THE JUNCTION OF
 KV5411'US HIGHWAY 9 AND STATE ROUTE 33 SOUTH OF FREEHOLD GO WEST ON STATE
 KV5411'ROUTE 33 FOR 9.0 KM (5.6 MI) TO SMITHBERG/ENGLISHTOWN TURNOFF.  TAKE
 KV5411'COUNTY ROAD 527 NORTHWEST FOR 0.6 KM (0.4 MI) TO LA VALLEY ROAD ON THE
 KV5411'RIGHT.  TURN EAST AND UP HILL FOR 0.7 KM (0.45 MI) TO THE CARETAKERS
 KV5411'HOUSE ON THE LEFT, CONTINUE AHEAD THROUGH A GATE FOR 0.3 KM (0.2 MI)
 KV5411'TO THE MARK ON THE LEFT, PACK NORTH FOR ABOUT 45 METERS TO THE STATION
 KV5411'ABOUT 6 METERS INSIDE OF THE WOODS LINE.
 KV5411'
 KV5411'THE STATION IS A STANDARD CGS DISK STAMPED ---LOCUST HILL 1935---, ET
 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 THE
 KV5411'GRAVEL ROAD.
 KV5411'
 KV5411'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED
 KV5411'---LOCUST HILL NO 2 1935---, SET INTO THE TOP OF A SQUARE CONCRETE
 KV5411'MONUMENT 30 CM ON SIDE PROJECTING 15 CM ABOVE GROUND.  LOCATED 0.6
 KV5411'METERS (2 FT) NORTH FROM THE TOP OF 6 FT EMBANKMENT, 3.6 METERS
 KV5411'(12 FT) NORTH FROM THE CENTER LINE OF THE GRAVEL ROAD AND 0.3 METERS
 KV5411'(1 FT) WEST FROM THE 4 INCH POST.  MARK IS 3.5 METERS BELOW THE
 KV5411'STATION.
 KV5411'
 KV5411'REFERENCE MARK NO. 3 IS A STANDARD NJGCS  DISK STAMPED
 KV5411'---LOCUST HILL 1935 RM 3, 1986---, SET INTO THE TOP OF A ROUND
 KV5411'CONCRETE MONUMENT 15 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 78.6
 KV5411'METERS (258 FT) NORTH FROM THE GRAVEL ROAD, 15.2 METERS (50 FT) EAST
 KV5411'FROM THE EAST EDGE OF WOODS, 1.3 METERS (4.3 FT) EAST FROM THE TWIN 6
 KV5411'INCH LOCUST AND 1.6 METERS (5.1 FT) WEST FROM THE TRIPLE 6 INCH
 KV5411'LOCUST.  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 = JULY 24, 2026 22:12:30 EDT
 KV3888 ***********************************************************************
 KV3888  DESIGNATION -  LODI WATER CO TANK
 KV3888  PID         -  KV3888
 KV3888  STATE/COUNTY-  NJ/BERGEN
 KV3888  COUNTRY     -  US
 KV3888  USGS QUAD   -  HACKENSACK (2019)
 KV3888
 KV3888                         *CURRENT SURVEY CONTROL
 KV3888  ______________________________________________________________________
 KV3888* NAD 83(1996) POSITION- 40 52 49.69159(N) 074 05 36.97365(W)   ADJUSTED
 KV3888  ______________________________________________________________________
 KV3888  GEOID HEIGHT    -        -32.039 (meters)                     GEOID18
 KV3888  LAPLACE CORR    -          6.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3888.GEOID18 height accuracy estimate available here.
 KV3888
 KV3888.Click photographs - Photos may exist for this station.
 KV3888
 KV3888.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3888
 KV3888. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7636725883(NAD 83)
 KV3888
 KV3888                          SUPERSEDED SURVEY CONTROL
 KV3888
 KV3888  NAD 83(1996)-  40 52 49.69160(N)    074 05 36.97403(W) AD(       ) 3
 KV3888  NAD 83(1996)-  40 52 49.68958(N)    074 05 36.97630(W) AD(       ) 3
 KV3888  NAD 83(1992)-  40 52 49.68932(N)    074 05 36.97683(W) AD(       ) 3
 KV3888  NAD 83(1986)-  40 52 49.69995(N)    074 05 36.98400(W) AD(       ) 3
 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
 KV3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3888.See file dsdata.pdf to determine how the superseded data were derived.
 KV3888
 KV3888_MARKER: 53 = ELEVATED TANK
 KV3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3888+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 KV3888
 KV3888  HISTORY     - Date     Condition        Report By
 KV3888  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3888  HISTORY     - 20070127 GOOD             GEOCAC
 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.
 KV3888
 KV3888                          STATION RECOVERY (2007)
 KV3888
 KV3888'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV3888'THE TANK IS NOW PAINTED WHITE ON TOP AND LIGHT BLUE ON THE BOTTOM.  IT
 KV3888'STANDS ON THE EAST SIDE OF HARRISON AVE ABOUT 75 FEET SOUTH OF THE
 KV3888'EXTENDED CENTERLINE OF ARNOT STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4065 ***********************************************************************
 KV4065  DESIGNATION -  LOEWS
 KV4065  PID         -  KV4065
 KV4065  STATE/COUNTY-  NJ/HUDSON
 KV4065  COUNTRY     -  US
 KV4065  USGS QUAD   -  WEEHAWKEN (2016)
 KV4065
 KV4065                         *CURRENT SURVEY CONTROL
 KV4065  ______________________________________________________________________
 KV4065* NAD 83(1996) POSITION- 40 47 50.35845(N) 074 00 32.26388(W)   ADJUSTED
 KV4065* NAVD 88 ORTHO HEIGHT -    72.    (meters)      236.    (feet) SCALED
 KV4065  ______________________________________________________________________
 KV4065  GEOID HEIGHT    -        -31.773 (meters)                     GEOID18
 KV4065  LAPLACE CORR    -          7.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4065.GEOID18 height accuracy estimate available here.
 KV4065
 KV4065.Click photographs - Photos may exist for this station.
 KV4065
 KV4065.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4065
 KV4065. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4065:SPC NJ       -  EDGEWATER FORD MOTOR TANK                055 47 25.8
 KV4065:SPC NY L     -  EDGEWATER FORD MOTOR TANK                056 07 01.9
 KV4065:UTM  18      -  EDGEWATER FORD MOTOR TANK                055 27 49.6
 KV4065
 KV4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8360316730(NAD 83)
 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
 KV4065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4065.See file dsdata.pdf to determine how the superseded data were derived.
 KV4065
 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 = JULY 24, 2026 22:12:30 EDT
 JU2846 ***********************************************************************
 JU2846  DESIGNATION -  LONE
 JU2846  PID         -  JU2846
 JU2846  STATE/COUNTY-  NJ/ATLANTIC
 JU2846  COUNTRY     -  US
 JU2846  USGS QUAD   -  OCEAN CITY (2019)
 JU2846
 JU2846                         *CURRENT SURVEY CONTROL
 JU2846  ______________________________________________________________________
 JU2846* NAD 83(1996) POSITION- 39 19 44.09721(N) 074 32 20.86405(W)   ADJUSTED
 JU2846* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2846  ______________________________________________________________________
 JU2846  GEOID HEIGHT    -        -34.439 (meters)                     GEOID18
 JU2846  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2846.GEOID18 height accuracy estimate available here.
 JU2846
 JU2846.Click photographs - Photos may exist for this station.
 JU2846
 JU2846.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2846
 JU2846. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000531  x   0.99990014  =   0.99990545
 JU2846!UTM  18      -   1.00000531  x   0.99961943  =   0.99962474
 JU2846
 JU2846:                Primary Azimuth Mark                     Grid Az
 JU2846:SPC NJ       -  MARSHALL RESET                           283 04 34.8
 JU2846:UTM  18      -  MARSHALL RESET                           282 45 34.0
 JU2846
 JU2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3972253379(NAD 83)
 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
 JU2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2846.See file dsdata.pdf to determine how the superseded data were derived.
 JU2846
 JU2846_MARKER: DS = TRIANGULATION STATION DISK
 JU2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2846_STAMPING: LONE 1935
 JU2846_MARK LOGO: CGS
 JU2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2846+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4148 ***********************************************************************
 KV4148  DESIGNATION -  LONE CHIMNEY
 KV4148  PID         -  KV4148
 KV4148  STATE/COUNTY-  NJ/HUDSON
 KV4148  COUNTRY     -  US
 KV4148  USGS QUAD   -  ORANGE (2016)
 KV4148
 KV4148                         *CURRENT SURVEY CONTROL
 KV4148  ______________________________________________________________________
 KV4148* NAD 83(1996) POSITION- 40 46 10.08611(N) 074 08 19.44536(W)   ADJUSTED
 KV4148  ______________________________________________________________________
 KV4148  GEOID HEIGHT    -        -32.217 (meters)                     GEOID18
 KV4148  LAPLACE CORR    -          6.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4148.GEOID18 height accuracy estimate available here.
 KV4148
 KV4148.Click photographs - Photos may exist for this station.
 KV4148
 KV4148.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4148
 KV4148. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7268513523(NAD 83)
 KV4148
 KV4148                          SUPERSEDED SURVEY CONTROL
 KV4148
 KV4148  NAD 83(1996)-  40 46 10.08611(N)    074 08 19.44560(W) AD(       ) 3
 KV4148  NAD 83(1986)-  40 46 10.08399(N)    074 08 19.45089(W) AD(       ) 3
 KV4148  NAD 27      -  40 46 09.66700(N)    074 08 20.94300(W) AD(       ) 3
 KV4148  USSD        -  40 46 10.04000(N)    074 08 20.83000(W) AD(       ) 3
 KV4148
 KV4148.Superseded values are not recommended for survey control.
 KV4148
 KV4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4148.See file dsdata.pdf to determine how the superseded data were derived.
 KV4148
 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 = JULY 24, 2026 22:12:30 EDT
 KV5326 ***********************************************************************
 KV5326  DESIGNATION -  LONE CHIMNEY NEAR SAYREVILLE
 KV5326  PID         -  KV5326
 KV5326  STATE/COUNTY-  NJ/MIDDLESEX
 KV5326  COUNTRY     -  US
 KV5326  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5326
 KV5326                         *CURRENT SURVEY CONTROL
 KV5326  ______________________________________________________________________
 KV5326* NAD 83(1996) POSITION- 40 28 40.18538(N) 074 19 38.90333(W)   ADJUSTED
 KV5326  ______________________________________________________________________
 KV5326  GEOID HEIGHT    -        -32.597 (meters)                     GEOID18
 KV5326  LAPLACE CORR    -          4.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5326.GEOID18 height accuracy estimate available here.
 KV5326
 KV5326.Click photographs - Photos may exist for this station.
 KV5326
 KV5326.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5326
 KV5326. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5700481010(NAD 83)
 KV5326
 KV5326                          SUPERSEDED SURVEY CONTROL
 KV5326
 KV5326  NAD 83(1996)-  40 28 40.18494(N)    074 19 38.90391(W) AD(       ) 3
 KV5326  NAD 83(1986)-  40 28 40.18605(N)    074 19 38.90239(W) AD(       ) 3
 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
 KV5326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5326.See file dsdata.pdf to determine how the superseded data were derived.
 KV5326
 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 = JULY 24, 2026 22:12:30 EDT
 KU0801 ***********************************************************************
 KU0801  DESIGNATION -  LONG
 KU0801  PID         -  KU0801
 KU0801  STATE/COUNTY-  NJ/MONMOUTH
 KU0801  COUNTRY     -  US
 KU0801  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0801
 KU0801                         *CURRENT SURVEY CONTROL
 KU0801  ______________________________________________________________________
 KU0801* NAD 83(2011) POSITION- 40 18 26.13317(N) 073 58 40.63001(W)   ADJUSTED
 KU0801* NAD 83(2011) ELLIP HT-   -27.582 (meters)        (06/27/12)   ADJUSTED
 KU0801* NAD 83(2011) EPOCH   -  2010.00
 KU0801* NAVD 88 ORTHO HEIGHT -     5.267 (meters)       17.28  (feet) POSTED
 KU0801  ______________________________________________________________________
 KU0801  GEOID HEIGHT    -        -32.731 (meters)                     GEOID18
 KU0801  NAD 83(2011) X  -  1,344,344.640 (meters)                     COMP
 KU0801  NAD 83(2011) Y  - -4,681,487.318 (meters)                     COMP
 KU0801  NAD 83(2011) Z  -  4,104,044.186 (meters)                     COMP
 KU0801  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 KU0801  DYNAMIC HEIGHT  -          5.26  (meters)       17.3   (feet) COMP
 KU0801  MODELED GRAVITY -    980,175.8   (mgal)                       NAVD 88
 KU0801
 KU0801  VERT ORDER      -  * POSTED, SEE BELOW
 KU0801
 KU0801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KU0801  Standards:
 KU0801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KU0801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KU0801  -------------------------------------------------------------------
 KU0801  NETWORK    0.45   0.73           0.20   0.16   0.37      0.11159773
 KU0801  -------------------------------------------------------------------
 KU0801  Click here for local accuracies and other accuracy information.
 KU0801
 KU0801.The horizontal coordinates were established by GPS observations
 KU0801.and adjusted by the National Geodetic Survey in June 2012.
 KU0801
 KU0801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KU0801.been affixed to the stable North American tectonic plate. See 
 KU0801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KU0801
 KU0801.The horizontal coordinates are valid at the epoch date displayed above
 KU0801.which is a decimal equivalence of Year/Month/Day.
 KU0801
 KU0801.The orthometric height was determined by differential leveling
 KU0801.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KU0801
 KU0801.* This is a POSTED BENCH MARK height.
 KU0801
 KU0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0801.GEOID18 height accuracy estimate available here.
 KU0801
 KU0801.Click photographs - Photos may exist for this station.
 KU0801
 KU0801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU0801
 KU0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU0801
 KU0801.The ellipsoidal height was determined by GPS observations
 KU0801.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KU0801
 KU0801;                    North         East     Units Scale Factor Converg.
 KU0801;SPC NJ       -   163,759.094   194,374.836   MT  0.99992423   +0 20 15.8
 KU0801;SPC NJ       -   537,266.29    637,711.44   sFT  0.99992423   +0 20 15.8
 KU0801;UTM  18      - 4,462,362.014   586,850.121   MT  0.99969285   +0 39 40.3
 KU0801
 KU0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0801!SPC NJ       -   1.00000433  x   0.99992423  =   0.99992856
 KU0801!UTM  18      -   1.00000433  x   0.99969285  =   0.99969718
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8685062362(NAD 83)
 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 2003607.9 |
 KU0801| KU2777 LONG BRANCH CH OF SEA CROSS         APPROX. 0.8 KM 2135427.6 |
 KU0801| KV5181 OAKHURST US ARMY TOWER              APPROX. 9.3 KM 2155007.0 |
 KU0801| KU0800 LONG RM 2                            26.858 METERS 23851     |
 KU0801| KU2771 LONG BRANCH J C P AND L CO STK      APPROX. 0.5 KM 2805602.1 |
 KU0801|---------------------------------------------------------------------|
 KU0801
 KU0801                          SUPERSEDED SURVEY CONTROL
 KU0801
 KU0801  NAD 83(2007)-  40 18 26.13358(N)    073 58 40.63045(W) AD(2002.00) 0
 KU0801  ELLIP H (02/10/07)  -27.570  (m)                       GP(2002.00)    
 KU0801  ELLIP H (10/23/02)  -27.554  (m)                       GP(       ) 4 1
 KU0801  NAD 83(1996)-  40 18 26.13350(N)    073 58 40.63057(W) AD(       ) 1
 KU0801  ELLIP H (05/14/99)  -27.570  (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)  -27.605  (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  NAVD 88 (09/14/94)    5.2    (m)  GEOID93  model used  GPS OBS        
 KU0801  NGVD 29               5.60   (m)           18.4    (f) LEVELING    3  
 KU0801  NGVD 29 (??/??/92)    5.625  (m)           18.45   (f) SUPERSEDED  1 1
 KU0801  NGVD 29 (04/16/92)    5.596  (m)           18.36   (f) ADJUSTED    1 1
 KU0801  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 KU0801
 KU0801.Superseded values are not recommended for survey control.
 KU0801
 KU0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0801.See file dsdata.pdf to determine how the superseded data were derived.
 KU0801
 KU0801_MARKER: DD = SURVEY DISK
 KU0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             CGS
 KU0801  HISTORY     - 1988     GOOD             NOSAMC
 KU0801  HISTORY     - 19920604 MARK NOT FOUND   USPSQD
 KU0801  HISTORY     - 19931029 GOOD             NJGS
 KU0801  HISTORY     - 20071111 MARK NOT FOUND   GEOCAC
 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 COAST AND 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.
 KU0801
 KU0801                          STATION RECOVERY (2007)
 KU0801
 KU0801'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KU0801'THIS ENTIRE AREA HAS BEEN TORN DOWN, AND REDEVELOPED.  OCEAN AVENUE IS
 KU0801'NOW A LAWN.  PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2725 ***********************************************************************
 JU2725  DESIGNATION -  LONG
 JU2725  PID         -  JU2725
 JU2725  STATE/COUNTY-  NJ/OCEAN
 JU2725  COUNTRY     -  US
 JU2725  USGS QUAD   -  TUCKERTON (2019)
 JU2725
 JU2725                         *CURRENT SURVEY CONTROL
 JU2725  ______________________________________________________________________
 JU2725* NAD 83(1996) POSITION- 39 30 49.25135(N) 074 17 15.56188(W)   ADJUSTED
 JU2725* NAVD 88 ORTHO HEIGHT -     3.6   (meters)       12.    (feet) VERTCON3
 JU2725  ______________________________________________________________________
 JU2725  GEOID HEIGHT    -        -33.955 (meters)                     GEOID18
 JU2725  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2725.GEOID18 height accuracy estimate available here.
 JU2725
 JU2725.Click photographs - Photos may exist for this station.
 JU2725
 JU2725.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2725
 JU2725. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000476  x   0.99990410  =   0.99990886
 JU2725!UTM  18      -   1.00000476  x   0.99964617  =   0.99965093
 JU2725
 JU2725:                Primary Azimuth Mark                     Grid Az
 JU2725:SPC NJ       -  LONG AZ MK                               047 06 26.2
 JU2725:UTM  18      -  LONG AZ MK                               046 47 20.9
 JU2725
 JU2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6123474025(NAD 83)
 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
 JU2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2725.See file dsdata.pdf to determine how the superseded data were derived.
 JU2725
 JU2725_MARKER: DS = TRIANGULATION STATION DISK
 JU2725_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 JU2739 ***********************************************************************
 JU2739  DESIGNATION -  LONG
 JU2739  PID         -  JU2739
 JU2739  STATE/COUNTY-  NJ/BURLINGTON
 JU2739  COUNTRY     -  US
 JU2739  USGS QUAD   -  NEW GRETNA (2019)
 JU2739
 JU2739                         *CURRENT SURVEY CONTROL
 JU2739  ______________________________________________________________________
 JU2739* NAD 83(1996) POSITION- 39 34 31.02327(N) 074 26 19.48707(W)   ADJUSTED
 JU2739* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2739  ______________________________________________________________________
 JU2739  GEOID HEIGHT    -        -33.489 (meters)                     GEOID18
 JU2739  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2739.GEOID18 height accuracy estimate available here.
 JU2739
 JU2739.Click photographs - Photos may exist for this station.
 JU2739
 JU2739.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2739
 JU2739. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4820480770(NAD 83)
 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
 JU2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2739.See file dsdata.pdf to determine how the superseded data were derived.
 JU2739
 JU2739_MARKER: DS = TRIANGULATION STATION DISK
 JU2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2739_STAMPING: LONG 1935
 JU2739_MARK LOGO: CGS
 JU2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2739+STABILITY: SURFACE MOTION
 JU2739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2739+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2011
 JU2739
 JU2739  HISTORY     - Date     Condition        Report By
 JU2739  HISTORY     - 1935     MONUMENTED       CGS
 JU2739  HISTORY     - 1950     GOOD             CGS
 JU2739  HISTORY     - 1962     GOOD             CGS
 JU2739  HISTORY     - 20111113 GOOD             GEOCAC
 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.
 JU2739
 JU2739                          STATION RECOVERY (2011)
 JU2739
 JU2739'RECOVERY NOTE BY GEOCACHING 2011 (GJT)
 JU2739'REACHING THIS LOCATION IS ONLY POSSIBLE BY WATERCRAFT AS THE ROAD IS
 JU2739'BLOCKED AT ROUTE 9 AND THE BRIDGE OVER WOLF RUN MENTIONED IN A
 JU2739'PREVIOUS RECOVERY REPORT IS IMPASSABLE.  TO ACCESS THE STATION,
 JU2739'ENTER BY WATERCRAFT FROM BASS RIVER TO THE MOUTH OF BROAD CREEK.
 JU2739'BROAD CREEK INTERSECTS THE EASTERN BANK OF BASS RIVER.  ENTER BROAD
 JU2739'CREEK AND TRAVEL SOUTH APPROXIMATELY 0.11 MILES TO THE MOUTH OF AN
 JU2739'UNNAMED TRIBUTARY INTERSECTING THE EASTERLY BANK OF BROAD CREEK.
 JU2739'TRAVEL IN A GENERAL EASTERLY AND NORTHEASTERLY DIRECTION ALONG THE
 JU2739'UNNAMED TRIBUTARY TO A LANDING POINT ON OAK ISLAND LOCATED IN HEAVY
 JU2739'BRUSH.  EXIT THE CRAFT AT THIS LANDING AND TRAVEL 900 FEET THROUGH THE
 JU2739'BRUSH AND BRIER TO THE STATION.  THE STATION HAS SOME MINOR CONCRETE
 JU2739'WEAR AND APPEARS TO HAVE BEEN PARGED AT SOME POINT AFTER INITIAL
 JU2739'INSTALLATION, AND THE REFERENCE MARKS ARE IN GOOD CONDITION.  A
 JU2739'FIBERGLASS WITNESS POST IS NEXT TO THE STATION BUT BROKEN OFF ON THE
 JU2739'TOP.  THE STATION IS ON PROPERTY OWNED BY THE FEDERAL GOVERNMENT AND
 JU2739'IS PART OF THE EDWIN B. FORSYTHE NATIONAL WILDLIFE REFUGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2936 ***********************************************************************
 JU2936  DESIGNATION -  LONG
 JU2936  PID         -  JU2936
 JU2936  STATE/COUNTY-  NJ/CAPE MAY
 JU2936  COUNTRY     -  US
 JU2936  USGS QUAD   -  STONE HARBOR (2019)
 JU2936
 JU2936                         *CURRENT SURVEY CONTROL
 JU2936  ______________________________________________________________________
 JU2936* NAD 83(1996) POSITION- 39 06 07.15031(N) 074 45 43.32857(W)   ADJUSTED
 JU2936* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2936  ______________________________________________________________________
 JU2936  GEOID HEIGHT    -        -35.172 (meters)                     GEOID18
 JU2936  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2936.GEOID18 height accuracy estimate available here.
 JU2936
 JU2936.Click photographs - Photos may exist for this station.
 JU2936
 JU2936.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2936
 JU2936. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2936:SPC NJ       -  CHANNEL                                  192 17 08.9
 JU2936:UTM  18      -  CHANNEL                                  191 58 13.6
 JU2936
 JU2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2057628121(NAD 83)
 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
 JU2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2936.See file dsdata.pdf to determine how the superseded data were derived.
 JU2936
 JU2936_MARKER: DS = TRIANGULATION STATION DISK
 JU2936_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 JU0212 ***********************************************************************
 JU0212  DESIGNATION -  LONG AZ MK
 JU0212  PID         -  JU0212
 JU0212  STATE/COUNTY-  NJ/OCEAN
 JU0212  COUNTRY     -  US
 JU0212  USGS QUAD   -  TUCKERTON (2019)
 JU0212
 JU0212                         *CURRENT SURVEY CONTROL
 JU0212  ______________________________________________________________________
 JU0212* NAD 83(1986) POSITION- 39 31 53.     (N) 074 15 45.     (W)   SCALED
 JU0212* NAVD 88 ORTHO HEIGHT -     4.541 (meters)       14.90  (feet) ADJUSTED
 JU0212  ______________________________________________________________________
 JU0212  GEOID HEIGHT    -        -33.920 (meters)                     GEOID18
 JU0212  DYNAMIC HEIGHT  -          4.539 (meters)       14.89  (feet) COMP
 JU0212  MODELED GRAVITY -    980,129.7   (mgal)                       NAVD 88
 JU0212
 JU0212  VERT ORDER      -  FIRST     CLASS I
 JU0212
 JU0212.The horizontal coordinates were scaled from a map and have
 JU0212.an estimated accuracy of +/- 6 seconds.
 JU0212
 JU0212.The orthometric height was determined by differential leveling and
 JU0212.adjusted by the NATIONAL GEODETIC SURVEY
 JU0212.in June 1991.
 JU0212
 JU0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0212.GEOID18 height accuracy estimate available here.
 JU0212
 JU0212.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ633760(NAD 83)
 JU0212
 JU0212                          SUPERSEDED SURVEY CONTROL
 JU0212
 JU0212  NGVD 29 (11/26/84)    4.924  (m)           16.15   (f) ADJUSTED    1 1
 JU0212
 JU0212.Superseded values are not recommended for survey control.
 JU0212
 JU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0212.See file dsdata.pdf to determine how the superseded data were derived.
 JU0212
 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 = JULY 24, 2026 22:12:30 EDT
 KU0798 ***********************************************************************
 KU0798  DESIGNATION -  LONG AZ MK
 KU0798  PID         -  KU0798
 KU0798  STATE/COUNTY-  NJ/MONMOUTH
 KU0798  COUNTRY     -  US
 KU0798  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0798
 KU0798                         *CURRENT SURVEY CONTROL
 KU0798  ______________________________________________________________________
 KU0798* NAD 83(1986) POSITION- 40 18 25.     (N) 073 58 40.     (W)   SCALED
 KU0798* NAVD 88 ORTHO HEIGHT -     4.050 (meters)       13.29  (feet) POSTED
 KU0798  ______________________________________________________________________
 KU0798  GEOID HEIGHT    -        -32.732 (meters)                     GEOID18
 KU0798  DYNAMIC HEIGHT  -          4.05  (meters)       13.3   (feet) COMP
 KU0798  MODELED GRAVITY -    980,175.8   (mgal)                       NAVD 88
 KU0798
 KU0798  VERT ORDER      -  * POSTED, SEE BELOW
 KU0798
 KU0798.The horizontal coordinates were scaled from a 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
 KU0798.* This is a POSTED BENCH MARK height.
 KU0798
 KU0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0798.GEOID18 height accuracy estimate available here.
 KU0798
 KU0798.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868623(NAD 83)
 KU0798
 KU0798                          SUPERSEDED SURVEY CONTROL
 KU0798
 KU0798  NGVD 29 (??/??/92)    4.411  (m)           14.47   (f) SUPERSEDED  1 1
 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
 KU0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0798.See file dsdata.pdf to determine how the superseded data were derived.
 KU0798
 KU0798_MARKER: DZ = AZIMUTH MARK DISK
 KU0798_SETTING: 7 = 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             CGS
 KU0798  HISTORY     - 19920604 MARK NOT FOUND   USPSQD
 KU0798
 KU0798                          STATION DESCRIPTION
 KU0798
 KU0798'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU2777 ***********************************************************************
 KU2777  DESIGNATION -  LONG BRANCH CH OF SEA CROSS
 KU2777  PID         -  KU2777
 KU2777  STATE/COUNTY-  NJ/MONMOUTH
 KU2777  COUNTRY     -  US
 KU2777  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2777
 KU2777                         *CURRENT SURVEY CONTROL
 KU2777  ______________________________________________________________________
 KU2777* NAD 83(1996) POSITION- 40 18 05.70653(N) 073 58 58.56408(W)   ADJUSTED
 KU2777  ______________________________________________________________________
 KU2777  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 KU2777  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2777.GEOID18 height accuracy estimate available here.
 KU2777
 KU2777.Click photographs - Photos may exist for this station.
 KU2777
 KU2777.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2777
 KU2777. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8643461727(NAD 83)
 KU2777
 KU2777                          SUPERSEDED SURVEY CONTROL
 KU2777
 KU2777  NAD 83(1986)-  40 18 05.70630(N)    073 58 58.55982(W) AD(       ) 3
 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
 KU2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2777.See file dsdata.pdf to determine how the superseded data were derived.
 KU2777
 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 = JULY 24, 2026 22:12:30 EDT
 KU2775 ***********************************************************************
 KU2775  DESIGNATION -  LONG BRANCH CITY HALL DOME
 KU2775  PID         -  KU2775
 KU2775  STATE/COUNTY-  NJ/MONMOUTH
 KU2775  COUNTRY     -  US
 KU2775  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2775
 KU2775                         *CURRENT SURVEY CONTROL
 KU2775  ______________________________________________________________________
 KU2775* NAD 83(1996) POSITION- 40 18 12.81087(N) 073 59 35.26981(W)   ADJUSTED
 KU2775  ______________________________________________________________________
 KU2775  GEOID HEIGHT    -        -32.718 (meters)                     GEOID18
 KU2775  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2775.GEOID18 height accuracy estimate available here.
 KU2775
 KU2775.Click photographs - Photos may exist for this station.
 KU2775
 KU2775.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2775
 KU2775. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8556561936(NAD 83)
 KU2775
 KU2775                          SUPERSEDED SURVEY CONTROL
 KU2775
 KU2775  NAD 83(1986)-  40 18 12.81039(N)    073 59 35.26474(W) AD(       ) 3
 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
 KU2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2775.See file dsdata.pdf to determine how the superseded data were derived.
 KU2775
 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 = JULY 24, 2026 22:12:30 EDT
 KU2776 ***********************************************************************
 KU2776  DESIGNATION -  LONG BRANCH PO WEA VANE FLAG
 KU2776  PID         -  KU2776
 KU2776  STATE/COUNTY-  NJ/MONMOUTH
 KU2776  COUNTRY     -  US
 KU2776  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2776
 KU2776                         *CURRENT SURVEY CONTROL
 KU2776  ______________________________________________________________________
 KU2776* NAD 83(1996) POSITION- 40 18 08.89273(N) 073 59 15.52361(W)   ADJUSTED
 KU2776  ______________________________________________________________________
 KU2776  GEOID HEIGHT    -        -32.727 (meters)                     GEOID18
 KU2776  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2776.GEOID18 height accuracy estimate available here.
 KU2776
 KU2776.Click photographs - Photos may exist for this station.
 KU2776
 KU2776.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2776
 KU2776. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8603261820(NAD 83)
 KU2776
 KU2776                          SUPERSEDED SURVEY CONTROL
 KU2776
 KU2776  NAD 83(1986)-  40 18 08.89193(N)    073 59 15.51874(W) AD(       ) 3
 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
 KU2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2776.See file dsdata.pdf to determine how the superseded data were derived.
 KU2776
 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 = JULY 24, 2026 22:12:30 EDT
 AI5208 ***********************************************************************
 AI5208  DESIGNATION -  LONG BRANCH WNJY RADIO TOWER
 AI5208  PID         -  AI5208
 AI5208  STATE/COUNTY-  NJ/MONMOUTH
 AI5208  COUNTRY     -  US
 AI5208  USGS QUAD   -  LONG BRANCH EAST (2019)
 AI5208
 AI5208                         *CURRENT SURVEY CONTROL
 AI5208  ______________________________________________________________________
 AI5208* NAD 83(1996) POSITION- 40 18 15.65406(N) 073 59 06.40841(W)   ADJUSTED
 AI5208* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 AI5208  ______________________________________________________________________
 AI5208  GEOID HEIGHT    -        -32.727 (meters)                     GEOID18
 AI5208  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5208.GEOID18 height accuracy estimate available here.
 AI5208
 AI5208.Click photographs - Photos may exist for this station.
 AI5208
 AI5208.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5208
 AI5208. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999468  x   0.99992357  =   0.99991825
 AI5208!UTM  18      -   0.99999468  x   0.99969156  =   0.99968624
 AI5208
 AI5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8624562031(NAD 83)
 AI5208
 AI5208                          SUPERSEDED SURVEY CONTROL
 AI5208
 AI5208.No superseded survey control is available for this station.
 AI5208
 AI5208_MARKER: 43 = RADIO/TV TOWER
 AI5208
 AI5208  HISTORY     - Date     Condition        Report By
 AI5208  HISTORY     - 1988     FIRST OBSERVED   NOS
 AI5208
 AI5208                          STATION DESCRIPTION
 AI5208
 AI5208'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 KU0799 ***********************************************************************
 KU0799  DESIGNATION -  LONG RM 1
 KU0799  PID         -  KU0799
 KU0799  STATE/COUNTY-  NJ/MONMOUTH
 KU0799  COUNTRY     -  US
 KU0799  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0799
 KU0799                         *CURRENT SURVEY CONTROL
 KU0799  ______________________________________________________________________
 KU0799* NAD 83(1986) POSITION- 40 18 26.91   (N) 073 58 40.20   (W)   HD_HELD1
 KU0799* NAVD 88 ORTHO HEIGHT -     5.148 (meters)       16.89  (feet) POSTED
 KU0799  ______________________________________________________________________
 KU0799  GEOID HEIGHT    -        -32.731 (meters)                     GEOID18
 KU0799  DYNAMIC HEIGHT  -          5.15  (meters)       16.9   (feet) COMP
 KU0799  MODELED GRAVITY -    980,175.8   (mgal)                       NAVD 88
 KU0799
 KU0799  VERT ORDER      -  * POSTED, SEE BELOW
 KU0799
 KU0799.The horizontal coordinates were determined by differentially corrected
 KU0799.hand held GPS observations or other comparable positioning techniques
 KU0799.and have an estimated accuracy of +/- 3 meters.
 KU0799
 KU0799.The orthometric height was determined by differential leveling
 KU0799.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KU0799
 KU0799.* This is a POSTED BENCH MARK height.
 KU0799
 KU0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0799.GEOID18 height accuracy estimate available here.
 KU0799
 KU0799.Click photographs - Photos may exist for this station.
 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       -   163,783.1     194,384.8     MT  (+/- 3 meters HH1 GPS) 
 KU0799
 KU0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8685962386(NAD 83)
 KU0799
 KU0799                          SUPERSEDED SURVEY CONTROL
 KU0799
 KU0799  NGVD 29 (??/??/92)    5.507  (m)           18.07   (f) SUPERSEDED  1 1
 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
 KU0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0799.See file dsdata.pdf to determine how the superseded data were derived.
 KU0799
 KU0799_MARKER: DR = REFERENCE MARK DISK
 KU0799_SETTING: 7 = 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             CGS
 KU0799  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KU0799  HISTORY     - 19970927 POOR             USPSQD
 KU0799
 KU0799                          STATION DESCRIPTION
 KU0799
 KU0799'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU0800 ***********************************************************************
 KU0800  DESIGNATION -  LONG RM 2
 KU0800  PID         -  KU0800
 KU0800  STATE/COUNTY-  NJ/MONMOUTH
 KU0800  COUNTRY     -  US
 KU0800  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0800
 KU0800                         *CURRENT SURVEY CONTROL
 KU0800  ______________________________________________________________________
 KU0800* NAD 83(1986) POSITION- 40 18 25.68   (N) 073 58 41.60   (W)   HD_HELD1
 KU0800* NAVD 88 ORTHO HEIGHT -     5.237 (meters)       17.18  (feet) POSTED
 KU0800  ______________________________________________________________________
 KU0800  GEOID HEIGHT    -        -32.731 (meters)                     GEOID18
 KU0800  DYNAMIC HEIGHT  -          5.23  (meters)       17.2   (feet) COMP
 KU0800  MODELED GRAVITY -    980,175.8   (mgal)                       NAVD 88
 KU0800
 KU0800  VERT ORDER      -  * POSTED, SEE BELOW
 KU0800
 KU0800.The horizontal coordinates were determined by differentially corrected
 KU0800.hand held GPS observations or other comparable positioning techniques
 KU0800.and have an estimated accuracy of +/- 3 meters.
 KU0800
 KU0800.The orthometric height was determined by differential leveling
 KU0800.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 KU0800
 KU0800.* This is a POSTED BENCH MARK height.
 KU0800
 KU0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0800.GEOID18 height accuracy estimate available here.
 KU0800
 KU0800.Click photographs - Photos may exist for this station.
 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       -   163,745.0     194,352.0     MT  (+/- 3 meters HH1 GPS) 
 KU0800
 KU0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8682762347(NAD 83)
 KU0800
 KU0800                          SUPERSEDED SURVEY CONTROL
 KU0800
 KU0800  NGVD 29 (??/??/92)    5.596  (m)           18.36   (f) SUPERSEDED  1 1
 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
 KU0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0800.See file dsdata.pdf to determine how the superseded data were derived.
 KU0800
 KU0800_MARKER: DR = REFERENCE MARK DISK
 KU0800_SETTING: 7 = 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             CGS
 KU0800  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KU0800  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 KU0800
 KU0800                          STATION DESCRIPTION
 KU0800
 KU0800'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 JU2843 ***********************************************************************
 JU2843  DESIGNATION -  LONGPORT
 JU2843  PID         -  JU2843
 JU2843  STATE/COUNTY-  NJ/ATLANTIC
 JU2843  COUNTRY     -  US
 JU2843  USGS QUAD   -  OCEAN CITY (2019)
 JU2843
 JU2843                         *CURRENT SURVEY CONTROL
 JU2843  ______________________________________________________________________
 JU2843* NAD 83(1996) POSITION- 39 19 22.07585(N) 074 31 19.25775(W)   ADJUSTED
 JU2843* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2843  ______________________________________________________________________
 JU2843  GEOID HEIGHT    -        -34.486 (meters)                     GEOID18
 JU2843  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2843.GEOID18 height accuracy estimate available here.
 JU2843
 JU2843.Click photographs - Photos may exist for this station.
 JU2843
 JU2843.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2843
 JU2843. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000532  x   0.99990004  =   0.99990535
 JU2843!UTM  18      -   1.00000532  x   0.99962090  =   0.99962621
 JU2843
 JU2843:                Primary Azimuth Mark                     Grid Az
 JU2843:SPC NJ       -  POINT                                    212 49 27.3
 JU2843:UTM  18      -  POINT                                    212 30 26.7
 JU2843
 JU2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4120052707(NAD 83)
 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
 JU2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2843.See file dsdata.pdf to determine how the superseded data were derived.
 JU2843
 JU2843_MARKER: DS = TRIANGULATION STATION DISK
 JU2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2843_STAMPING: LONGPORT 1932
 JU2843_MARK LOGO: CGS
 JU2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2843+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2841 ***********************************************************************
 JU2841  DESIGNATION -  LONGPORT RESET
 JU2841  PID         -  JU2841
 JU2841  STATE/COUNTY-  NJ/ATLANTIC
 JU2841  COUNTRY     -  US
 JU2841  USGS QUAD   -  OCEAN CITY (2019)
 JU2841
 JU2841                         *CURRENT SURVEY CONTROL
 JU2841  ______________________________________________________________________
 JU2841* NAD 83(1996) POSITION- 39 19 23.35562(N) 074 31 21.61000(W)   ADJUSTED
 JU2841* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2841  ______________________________________________________________________
 JU2841  GEOID HEIGHT    -        -34.484 (meters)                     GEOID18
 JU2841  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2841.GEOID18 height accuracy estimate available here.
 JU2841
 JU2841.Click photographs - Photos may exist for this station.
 JU2841
 JU2841.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2841
 JU2841. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4114452746(NAD 83)
 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| CB2215 LONGPORT RESET RM 1                                10609     |
 JU2841| JU2843 LONGPORT                             68.792 METERS 12501     |
 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
 JU2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2841.See file dsdata.pdf to determine how the superseded data were derived.
 JU2841
 JU2841_MARKER: DS = TRIANGULATION STATION DISK
 JU2841_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 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 THE
 JU2841'PENINSULA AND BETWEEN THE EXTENSIONS OF 35TH AND 36TH AVENUES AND
 JU2841'BETWEEN THE BY A SHORE AND AMHERST AVENUE, DIRECTLY IN THE REAR OF
 JU2841'MAHONEYS BAR AND GRILL BUILDING (NOW UNDER CONSTRUCTION)   IT IS 17.64
 JU2841'METERS WEST OF THE NW CORNER OF THE BUILDING AND 68.5 METERS NW OF THE
 JU2841'SW CORNER OF THE BUILDING, 1.37 METERS EAST OF AND 10.30 METERS SOUTH
 JU2841'OF A WOODEN 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 NORTHWARD OF THE
 JU2841'BAR AND GRILL BUILDING.
 JU2841'
 JU2841'RM 2 IS SET IN THE NW CORNER OF THE TOP OF A CONCRETE SEWER OUTLET
 JU2841'BASIN WHICH IS AT THE NW CORNER OF THE CITY SEWAGE DISPOSAL PLANT.
 JU2841'
 JU2841'STATION PORK, 1935, IS VISIBLE FROM THE GROUND AND WILL SERVE AS AN
 JU2841'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 THAT
 JU2841'BOTH REFERENCE MARKS WERE DESTROYED DURING HIGH WATER.  THE PROPERTY
 JU2841'OWNER OF THE EDGEWATER LODGE COULD NOT BE LOCATED AT THIS DATE.  THE
 JU2841'ONLY PLACE POSSIBLE TO SET NEW REFERENCE MARKS WOULD BE ON THE
 JU2841'PROPERTY OF THE LODGE THEREFORE NO REFERENCE MARKS WERE ESTABLISHED AT
 JU2841'THIS TIME.  THE NORTHWEST AND SOUTHWEST CORNERS OF THE LODGE WAS
 JU2841'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 WHERE
 JU2841'THE STREETS MEET THE SHORE LINE IN THE WESTERN PART OF TOWN.  THE
 JU2841'STATION IS MID-WAY BETWEEN 35TH AND 36TH STREETS AND BEHIND THE
 JU2841'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 1946, SET
 JU2841'IN THE TOP OF A 10-INCH ROUND PIPE WHICH IS FILLED WITH CONCRETE AND
 JU2841'IT PROJECTS 1 FOOT.  IT IS 4 FEET SOUTHEAST OF THE SHORELINE, 7.2 FEET
 JU2841'NORTHWEST OF THE NORTHWEST EDGE OF THE EDGEWATER LODGE ABOUT 150 FEET
 JU2841'NORTHEAST OF A POINT WHERE THE CITY SEWER ENTERS THE WATER.  (NOTE
 JU2841'DESC.)
 JU2841'
 JU2841'REFERENCE POINT A IS THE MOST NORTHWEST POINT OF THE CONCRETE BASE AND
 JU2841'FOUNDATION OF THE EDGEWATER LODGE.  IT IS ABOUT 1 FOOT ABOVE THE
 JU2841'SURFACE OF THE GROUND.
 JU2841'
 JU2841'REFERENCE POINT B IS THE MOST SOUTHWEST POINT OF THE CONCRETE BASE AND
 JU2841'FOUNDATION OF THE EDGEWATER LODGE.  IT IS ABOUT 1 FOOT ABOVE THE
 JU2841'SURFACE OF THE GROUND.
 JU2841'
 JU2841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN W EDGE OF
 JU2841'LONGPORT.
 JU2841
 JU2841                          STATION RECOVERY (1982)
 JU2841
 JU2841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU2841'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION MARK WAS
 JU2841'RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE NOT SO THEY
 JU2841'WERE REPLACED WITH REFERENCE MARKS 3 AND 4.  THE EDGEWATER LODGE HAS
 JU2841'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.  OWNERSHIP--EDGEWATER
 JU2841'CONDOMINIUM CORP, LONGPORT, 609-927-0866.
 JU2841'
 JU2841'NO TO REACH IS NECESSARY.
 JU2841'
 JU2841'THE STATION IS A STANDARD CGS DISK STAMPED ---LONGPORT RESET 1946---,
 JU2841'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH
 JU2841'WITH GROUND.  LOCATED 61.1 METERS (200.5 FT) NORTHWEST FROM A POWER
 JU2841'POLE 6871, 46.5 METERS (152.5 FT) NORTHWEST FROM THE CENTER OF AMHERST
 JU2841'AVENUE, 10.4 METERS (34.0 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF A
 JU2841'BULKHEAD, 1.2 METERS (4.0 FT) SOUTHEAST FROM THE SHORELINE OF THE
 JU2841'INLET AND 0.4 METERS (1.3 FT) WEST FROM A WITNESS POST.
 JU2841'
 JU2841'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED
 JU2841'---LONGPORT RESET 1946 NO 3 1982---, SET INTO A DRILL HOLE IN THE CURB
 JU2841'ALONG THE SOUTH SIDE OF AMHERST AVENUE, 84.1 METERS (276 FT) EAST FROM
 JU2841'A WITNESS POST, 32.7 METERS (107.4 FT) SOUTHWEST FROM THE CENTER OF
 JU2841'COOLIDGE STREET, 24.4 METERS (80.0 FT) NORTHEAST FROM THE CENTER OF
 JU2841'THIRTY SIXTH STREET AND 4.6 METERS (15.0 FT) SOUTHEAST FROM THE CENTER
 JU2841'OF AMHERST AVENUE.  MARK IS 0.3 METERS ABOVE THE STATION.
 JU2841'
 JU2841'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK STAMPED
 JU2841'---LONGPORT RESET 1946 NO 4 1982---, SET INTO A DRILL HOLE IN THE CURB
 JU2841'ALONG THE SOUTHEAST SIDE OF AMHERST AVENUE, 10.1 METERS (33.0 FT)
 JU2841'SOUTHWEST FROM THE CENTER OF 35TH STREET, 6.1 METERS (20.0 FT)
 JU2841'SOUTHWEST FROM THE POWER POLE 6871, 4.6 METERS (15.0 FT) SOUTHEAST
 JU2841'FROM THE CENTER OF AMHERST AVENUE AND 4.6 METERS (15.0 FT) SOUTHWEST
 JU2841'FROM THE NORTHWEST CORNER OF A HOUSE NUMBERED 228.  MARK IS 0.3 METERS
 JU2841'ABOVE THE STATION.
 JU2841'
 JU2841'THE MARGATE CITY STANDPIPE WILL SERVE AS AN AZIMUTH.  DESCRIBED BY
 JU2841'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 = JULY 24, 2026 22:12:30 EDT
 JU2842 ***********************************************************************
 JU2842  DESIGNATION -  LONGPORT STANDPIPE
 JU2842  PID         -  JU2842
 JU2842  STATE/COUNTY-  NJ/ATLANTIC
 JU2842  COUNTRY     -  US
 JU2842  USGS QUAD   -  OCEAN CITY (2019)
 JU2842
 JU2842                         *CURRENT SURVEY CONTROL
 JU2842  ______________________________________________________________________
 JU2842* NAD 83(1996) POSITION- 39 18 59.19392(N) 074 31 21.10586(W)   ADJUSTED
 JU2842  ______________________________________________________________________
 JU2842  GEOID HEIGHT    -        -34.515 (meters)                     GEOID18
 JU2842  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2842.GEOID18 height accuracy estimate available here.
 JU2842
 JU2842.Click photographs - Photos may exist for this station.
 JU2842
 JU2842.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2842
 JU2842. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4116052002(NAD 83)
 JU2842
 JU2842                          SUPERSEDED SURVEY CONTROL
 JU2842
 JU2842  NAD 83(1986)-  39 18 59.18013(N)    074 31 21.09960(W) AD(       ) 3
 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
 JU2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2842.See file dsdata.pdf to determine how the superseded data were derived.
 JU2842
 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 = JULY 24, 2026 22:12:30 EDT
 KV5103 ***********************************************************************
 KV5103  DESIGNATION -  LORILLARD NAT FIRE PROOF CHIM
 KV5103  PID         -  KV5103
 KV5103  STATE/COUNTY-  NJ/MONMOUTH
 KV5103  COUNTRY     -  US
 KV5103  USGS QUAD   -  KEYPORT (2016)
 KV5103
 KV5103                         *CURRENT SURVEY CONTROL
 KV5103  ______________________________________________________________________
 KV5103* NAD 83(1996) POSITION- 40 26 40.11863(N) 074 09 16.15041(W)   ADJUSTED
 KV5103  ______________________________________________________________________
 KV5103  GEOID HEIGHT    -        -32.344 (meters)                     GEOID18
 KV5103  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5103.GEOID18 height accuracy estimate available here.
 KV5103
 KV5103.Click photographs - Photos may exist for this station.
 KV5103
 KV5103.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5103
 KV5103. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7170377434(NAD 83)
 KV5103
 KV5103                          SUPERSEDED SURVEY CONTROL
 KV5103
 KV5103  NAD 83(1996)-  40 26 40.11863(N)    074 09 16.14985(W) AD(       ) 3
 KV5103  NAD 83(1986)-  40 26 40.11920(N)    074 09 16.14828(W) AD(       ) 3
 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
 KV5103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5103.See file dsdata.pdf to determine how the superseded data were derived.
 KV5103
 KV5103_MARKER: 85 = CHIMNEY
 KV5103_MARK LOGO: NONE
 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 = JULY 24, 2026 22:12:30 EDT
 KV3994 ***********************************************************************
 KV3994  DESIGNATION -  LOS
 KV3994  PID         -  KV3994
 KV3994  STATE/COUNTY-  NJ/BERGEN
 KV3994  COUNTRY     -  US
 KV3994  USGS QUAD   -  WEEHAWKEN (2016)
 KV3994
 KV3994                         *CURRENT SURVEY CONTROL
 KV3994  ______________________________________________________________________
 KV3994* NAD 83(1996) POSITION- 40 49 46.62798(N) 074 02 15.58432(W)   ADJUSTED
 KV3994* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3994  ______________________________________________________________________
 KV3994  GEOID HEIGHT    -        -31.864 (meters)                     GEOID18
 KV3994  LAPLACE CORR    -          7.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3994.GEOID18 height accuracy estimate available here.
 KV3994
 KV3994.Click photographs - Photos may exist for this station.
 KV3994
 KV3994.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3994
 KV3994. The following values were computed from the NAD 83(1996) position.
 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       -  RIDGEFIELD REFORMED CH SPIRE             076 13 45.1
 KV3994:SPC NY L     -  RIDGEFIELD REFORMED CH SPIRE             076 33 22.0
 KV3994:UTM  18      -  RIDGEFIELD REFORMED CH SPIRE             075 54 08.1
 KV3994
 KV3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8114220288(NAD 83)
 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
 KV3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3994.See file dsdata.pdf to determine how the superseded data were derived.
 KV3994
 KV3994_MARKER: I = METAL ROD
 KV3994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3994+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU0168 ***********************************************************************
 JU0168  DESIGNATION -  LOVELADIES
 JU0168  PID         -  JU0168
 JU0168  STATE/COUNTY-  NJ/OCEAN
 JU0168  COUNTRY     -  US
 JU0168  USGS QUAD   -  LONG BEACH NE (2019)
 JU0168
 JU0168                         *CURRENT SURVEY CONTROL
 JU0168  ______________________________________________________________________
 JU0168* NAD 83(1996) POSITION- 39 43 49.57607(N) 074 07 19.76641(W)   ADJUSTED
 JU0168* NAVD 88 ORTHO HEIGHT -     1.375 (meters)        4.51  (feet) ADJUSTED
 JU0168  ______________________________________________________________________
 JU0168  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JU0168  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 JU0168  DYNAMIC HEIGHT  -          1.375 (meters)        4.51  (feet) COMP
 JU0168  MODELED GRAVITY -    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 and
 JU0168.adjusted by the NATIONAL GEODETIC SURVEY
 JU0168.in June 1991.
 JU0168
 JU0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0168.GEOID18 height accuracy estimate available here.
 JU0168
 JU0168.Click photographs - Photos may exist for this station.
 JU0168
 JU0168.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU0168:SPC NJ       -  LOVELADIES AZ MK                         300 44 48.0
 JU0168:UTM  18      -  LOVELADIES AZ MK                         300 25 37.4
 JU0168
 JU0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7522698207(NAD 83)
 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               1.76   (m)            5.8    (f) LEVELING    3  
 JU0168  NGVD 29 (11/26/84)    1.759  (m)            5.77   (f) ADJUSTED    1 1
 JU0168
 JU0168.Superseded values are not recommended for survey control.
 JU0168
 JU0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0168.See file dsdata.pdf to determine how the superseded data were derived.
 JU0168
 JU0168_MARKER: DS = TRIANGULATION STATION DISK
 JU0168_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0171 ***********************************************************************
 JU0171  DESIGNATION -  LOVELADIES AZ MK
 JU0171  PID         -  JU0171
 JU0171  STATE/COUNTY-  NJ/OCEAN
 JU0171  COUNTRY     -  US
 JU0171  USGS QUAD   -  LONG BEACH NE (2019)
 JU0171
 JU0171                         *CURRENT SURVEY CONTROL
 JU0171  ______________________________________________________________________
 JU0171* NAD 83(1986) POSITION- 39 43 54.67   (N) 074 07 30.75   (W)   HD_HELD1
 JU0171* NAVD 88 ORTHO HEIGHT -     1.119 (meters)        3.67  (feet) ADJUSTED
 JU0171  ______________________________________________________________________
 JU0171  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 JU0171  DYNAMIC HEIGHT  -          1.118 (meters)        3.67  (feet) COMP
 JU0171  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 JU0171
 JU0171  VERT ORDER      -  FIRST     CLASS II
 JU0171
 JU0171.The horizontal coordinates were determined by differentially corrected
 JU0171.hand held GPS observations or other comparable positioning techniques
 JU0171.and have an estimated accuracy of +/- 3 meters.
 JU0171
 JU0171.The orthometric height was determined by differential leveling and
 JU0171.adjusted by the NATIONAL GEODETIC SURVEY
 JU0171.in March 2005.
 JU0171
 JU0171.No vertical observational check was made to the station.
 JU0171
 JU0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0171.GEOID18 height accuracy estimate available here.
 JU0171
 JU0171.Click photographs - Photos may exist for this station.
 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       -    99,811.6     182,126.6     MT  (+/- 3 meters HH1 GPS) 
 JU0171
 JU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7496398362(NAD 83)
 JU0171
 JU0171                          SUPERSEDED SURVEY CONTROL
 JU0171
 JU0171  NAVD 88 (06/15/91)    1.132  (m)            3.71   (f) SUPERSEDED  1 1
 JU0171  NGVD 29 (11/26/84)    1.516  (m)            4.97   (f) ADJUSTED    1 1
 JU0171
 JU0171.Superseded values are not recommended for survey control.
 JU0171
 JU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0171.See file dsdata.pdf to determine how the superseded data were derived.
 JU0171
 JU0171_MARKER: DZ = AZIMUTH MARK DISK
 JU0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0171_STAMPING: LOVELADIES 1932
 JU0171_MARK LOGO: CGS
 JU0171_PROJECTION: FLUSH
 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 03, 2020
 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  HISTORY     - 20200603 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.
 JU0171
 JU0171                          STATION RECOVERY (2020)
 JU0171
 JU0171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU0171'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2666 ***********************************************************************
 JU2666  DESIGNATION -  LOVELADIES COAST GUARD CUPOLA
 JU2666  PID         -  JU2666
 JU2666  STATE/COUNTY-  NJ/OCEAN
 JU2666  COUNTRY     -  US
 JU2666  USGS QUAD   -  LONG BEACH NE (2019)
 JU2666
 JU2666                         *CURRENT SURVEY CONTROL
 JU2666  ______________________________________________________________________
 JU2666* NAD 83(1996) POSITION- 39 43 49.40364(N) 074 07 20.48834(W)   ADJUSTED
 JU2666  ______________________________________________________________________
 JU2666  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JU2666  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2666.GEOID18 height accuracy estimate available here.
 JU2666
 JU2666.Click photographs - Photos may exist for this station.
 JU2666
 JU2666.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2666
 JU2666. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7520998202(NAD 83)
 JU2666
 JU2666                          SUPERSEDED SURVEY CONTROL
 JU2666
 JU2666  NAD 83(1986)-  39 43 49.39527(N)    074 07 20.48136(W) AD(       ) 3
 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
 JU2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2666.See file dsdata.pdf to determine how the superseded data were derived.
 JU2666
 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 = JULY 24, 2026 22:12:30 EDT
 JU2665 ***********************************************************************
 JU2665  DESIGNATION -  LOVELADIES ECC
 JU2665  PID         -  JU2665
 JU2665  STATE/COUNTY-  NJ/OCEAN
 JU2665  COUNTRY     -  US
 JU2665  USGS QUAD   -  LONG BEACH NE (2019)
 JU2665
 JU2665                         *CURRENT SURVEY CONTROL
 JU2665  ______________________________________________________________________
 JU2665* NAD 83(1996) POSITION- 39 43 49.50442(N) 074 07 19.77530(W)   ADJUSTED
 JU2665* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2665  ______________________________________________________________________
 JU2665  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JU2665  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2665.GEOID18 height accuracy estimate available here.
 JU2665
 JU2665.Click photographs - Photos may exist for this station.
 JU2665
 JU2665.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2665
 JU2665. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000499  x   0.99991291  =   0.99991790
 JU2665!UTM  18      -   1.00000499  x   0.99966967  =   0.99967465
 JU2665
 JU2665:                Primary Azimuth Mark                     Grid Az
 JU2665:SPC NJ       -  GULF                                     291 09 35.7
 JU2665:UTM  18      -  GULF                                     290 50 25.1
 JU2665
 JU2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7522698205(NAD 83)
 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
 JU2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2665.See file dsdata.pdf to determine how the superseded data were derived.
 JU2665
 JU2665_MARKER: Z = SEE DESCRIPTION
 JU2665_SETTING: 0 = UNSPECIFIED SETTING
 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 = JULY 24, 2026 22:12:30 EDT
 JU0169 ***********************************************************************
 JU0169  DESIGNATION -  LOVELADIES RM 4
 JU0169  PID         -  JU0169
 JU0169  STATE/COUNTY-  NJ/OCEAN
 JU0169  COUNTRY     -  US
 JU0169  USGS QUAD   -  LONG BEACH NE (2019)
 JU0169
 JU0169                         *CURRENT SURVEY CONTROL
 JU0169  ______________________________________________________________________
 JU0169* NAD 83(1996) POSITION- 39 43 49.96463(N) 074 07 19.12640(W)   ADJUSTED
 JU0169* NAVD 88 ORTHO HEIGHT -     1.397 (meters)        4.58  (feet) ADJUSTED
 JU0169  ______________________________________________________________________
 JU0169  GEOID HEIGHT    -        -33.390 (meters)                     GEOID18
 JU0169  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 JU0169  DYNAMIC HEIGHT  -          1.396 (meters)        4.58  (feet) COMP
 JU0169  MODELED GRAVITY -    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 and
 JU0169.adjusted by the NATIONAL GEODETIC SURVEY
 JU0169.in June 1991.
 JU0169
 JU0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0169.GEOID18 height accuracy estimate available here.
 JU0169
 JU0169.Click photographs - Photos may exist for this station.
 JU0169
 JU0169.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991794
 JU0169!UTM  18      -   1.00000502  x   0.99966970  =   0.99967472
 JU0169
 JU0169:                Primary Azimuth Mark                     Grid Az
 JU0169:SPC NJ       -  LOVELADIES AZ MK                         297 25 42.3
 JU0169:UTM  18      -  LOVELADIES AZ MK                         297 06 31.6
 JU0169
 JU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7524198219(NAD 83)
 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               1.78   (m)            5.8    (f) LEVELING    3  
 JU0169  NGVD 29 (11/26/84)    1.780  (m)            5.84   (f) ADJUSTED    1 1
 JU0169
 JU0169.Superseded values are not recommended for survey control.
 JU0169
 JU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0169.See file dsdata.pdf to determine how the superseded data were derived.
 JU0169
 JU0169_MARKER: DR = REFERENCE MARK DISK
 JU0169_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0170 ***********************************************************************
 JU0170  DESIGNATION -  LOVELADIES RM 5
 JU0170  PID         -  JU0170
 JU0170  STATE/COUNTY-  NJ/OCEAN
 JU0170  COUNTRY     -  US
 JU0170  USGS QUAD   -  LONG BEACH NE (2019)
 JU0170
 JU0170                         *CURRENT SURVEY CONTROL
 JU0170  ______________________________________________________________________
 JU0170* NAD 83(1986) POSITION- 39 43 50.36   (N) 074 07 20.13   (W)   HD_HELD1
 JU0170* NAVD 88 ORTHO HEIGHT -     1.300 (meters)        4.27  (feet) ADJUSTED
 JU0170  ______________________________________________________________________
 JU0170  GEOID HEIGHT    -        -33.389 (meters)                     GEOID18
 JU0170  DYNAMIC HEIGHT  -          1.300 (meters)        4.27  (feet) COMP
 JU0170  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 JU0170
 JU0170  VERT ORDER      -  FIRST     CLASS II
 JU0170
 JU0170.The horizontal coordinates were determined by differentially corrected
 JU0170.hand held GPS observations or other comparable positioning techniques
 JU0170.and have an estimated accuracy of +/- 3 meters.
 JU0170
 JU0170.The orthometric height was determined by differential leveling and
 JU0170.adjusted by the NATIONAL GEODETIC SURVEY
 JU0170.in March 2005.
 JU0170
 JU0170.No vertical observational check was made to the station.
 JU0170
 JU0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0170.GEOID18 height accuracy estimate available here.
 JU0170
 JU0170.Click photographs - Photos may exist for this station.
 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       -    99,679.8     182,380.0     MT  (+/- 3 meters HH1 GPS) 
 JU0170
 JU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7521798231(NAD 83)
 JU0170
 JU0170                          SUPERSEDED SURVEY CONTROL
 JU0170
 JU0170  NAVD 88 (06/15/91)    1.350  (m)            4.43   (f) SUPERSEDED  1 1
 JU0170  NGVD 29 (11/26/84)    1.734  (m)            5.69   (f) ADJUSTED    1 1
 JU0170
 JU0170.Superseded values are not recommended for survey control.
 JU0170
 JU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0170.See file dsdata.pdf to determine how the superseded data were derived.
 JU0170
 JU0170_MARKER: DR = REFERENCE MARK DISK
 JU0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV3926 ***********************************************************************
 KV3926  DESIGNATION -  LOW 1913
 KV3926  PID         -  KV3926
 KV3926  STATE/COUNTY-  NJ/PASSAIC
 KV3926  COUNTRY     -  US
 KV3926  USGS QUAD   -  WEEHAWKEN (2016)
 KV3926
 KV3926                         *CURRENT SURVEY CONTROL
 KV3926  ______________________________________________________________________
 KV3926* NAD 83(1996) POSITION- 40 52 19.92207(N) 074 06 55.14722(W)   ADJUSTED
 KV3926* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3926  ______________________________________________________________________
 KV3926  GEOID HEIGHT    -        -32.112 (meters)                     GEOID18
 KV3926  LAPLACE CORR    -          6.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3926.GEOID18 height accuracy estimate available here.
 KV3926
 KV3926.Click photographs - Photos may exist for this station.
 KV3926
 KV3926.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3926
 KV3926. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000493  x   0.99991294  =   0.99991787
 KV3926!SPC NY L     -   1.00000493  x   0.99999497  =   0.99999990
 KV3926!UTM  18      -   1.00000493  x   0.99966840  =   0.99967333
 KV3926
 KV3926:                Primary Azimuth Mark                     Grid Az
 KV3926:SPC NJ       -  BAR                                      147 31 59.1
 KV3926:SPC NY L     -  BAR                                      147 51 36.8
 KV3926:UTM  18      -  BAR                                      147 12 21.1
 KV3926
 KV3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7454724946(NAD 83)
 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  USSD        -  40 52 19.90500(N)    074 06 56.54100(W) AD(       ) 3
 KV3926
 KV3926.Superseded values are not recommended for survey control.
 KV3926
 KV3926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3926.See file dsdata.pdf to determine how the superseded data were derived.
 KV3926
 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 = JULY 24, 2026 22:12:30 EDT
 JU2812 ***********************************************************************
 JU2812  DESIGNATION -  LOW WATER THOROFARE LIGHT 1
 JU2812  PID         -  JU2812
 JU2812  STATE/COUNTY-  NJ/ATLANTIC
 JU2812  COUNTRY     -  US
 JU2812  USGS QUAD   -  OCEANVILLE (2019)
 JU2812
 JU2812                         *CURRENT SURVEY CONTROL
 JU2812  ______________________________________________________________________
 JU2812* NAD 83(1996) POSITION- 39 24 08.95381(N) 074 25 20.57363(W)   ADJUSTED
 JU2812  ______________________________________________________________________
 JU2812  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 JU2812  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2812.GEOID18 height accuracy estimate available here.
 JU2812
 JU2812.Click photographs - Photos may exist for this station.
 JU2812
 JU2812.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2812
 JU2812. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4973261601(NAD 83)
 JU2812
 JU2812                          SUPERSEDED SURVEY CONTROL
 JU2812
 JU2812  NAD 83(1986)-  39 24 08.94497(N)    074 25 20.56140(W) AD(       ) 3
 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
 JU2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2812.See file dsdata.pdf to determine how the superseded data were derived.
 JU2812
 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 = JULY 24, 2026 22:12:30 EDT
 KU2805 ***********************************************************************
 KU2805  DESIGNATION -  LOWER
 KU2805  PID         -  KU2805
 KU2805  STATE/COUNTY-  NJ/MONMOUTH
 KU2805  COUNTRY     -  US
 KU2805  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2805
 KU2805                         *CURRENT SURVEY CONTROL
 KU2805  ______________________________________________________________________
 KU2805* NAD 83(1996) POSITION- 40 23 05.22267(N) 073 58 56.55715(W)   ADJUSTED
 KU2805* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 KU2805  ______________________________________________________________________
 KU2805  GEOID HEIGHT    -        -32.611 (meters)                     GEOID18
 KU2805  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2805.GEOID18 height accuracy estimate available here.
 KU2805
 KU2805.Click photographs - Photos may exist for this station.
 KU2805
 KU2805.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2805
 KU2805. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KU2805:SPC NJ       -  MC NICHOL 1934                           138 09 35.4
 KU2805:UTM  18      -  MC NICHOL 1934                           137 50 09.0
 KU2805
 KU2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8637570962(NAD 83)
 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
 KU2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2805.See file dsdata.pdf to determine how the superseded data were derived.
 KU2805
 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  HISTORY     - 20130906 POOR             INDIV
 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.
 KU2805
 KU2805                          STATION RECOVERY (2013)
 KU2805
 KU2805'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (NJS)
 KU2805'CONCRETE REMAINS WITH CENTERED HOLE FOUND AT DESCRIBED LOCATION. IN
 KU2805'PLAIN SIGHT. DID NOT HAVE TOOLS TO VERIFY IF RMS PRESENT OR WHETHER
 KU2805'THIS
 KU2805'WAS ACTUAL STATION OR A RM
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU2842 ***********************************************************************
 HU2842  DESIGNATION -  LOWER 1
 HU2842  PID         -  HU2842
 HU2842  STATE/COUNTY-  NJ/CAPE MAY
 HU2842  COUNTRY     -  US
 HU2842  USGS QUAD   -  CAPE MAY (2019)
 HU2842
 HU2842                         *CURRENT SURVEY CONTROL
 HU2842  ______________________________________________________________________
 HU2842* NAD 83(2011) POSITION- 38 57 57.06489(N) 074 54 01.82431(W)   ADJUSTED
 HU2842* NAD 83(2011) ELLIP HT-   -32.645 (meters)        (06/27/12)   ADJUSTED
 HU2842* NAD 83(2011) EPOCH   -  2010.00
 HU2842* NAVD 88 ORTHO HEIGHT -     2.9   (meters)       10.    (feet) GPS OBS
 HU2842  ______________________________________________________________________
 HU2842  NAVD 88 orthometric height was determined with geoid model    GEOID93
 HU2842  GEOID HEIGHT    -        -35.750 (meters)                     GEOID93
 HU2842  GEOID HEIGHT    -        -35.469 (meters)                     GEOID18
 HU2842  NAD 83(2011) X  -  1,293,541.408 (meters)                     COMP
 HU2842  NAD 83(2011) Y  - -4,794,246.181 (meters)                     COMP
 HU2842  NAD 83(2011) Z  -  3,989,349.609 (meters)                     COMP
 HU2842  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 HU2842
 HU2842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2842  Standards:
 HU2842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2842  -------------------------------------------------------------------
 HU2842  NETWORK    0.65   1.06           0.29   0.24   0.54     -0.10860887
 HU2842  -------------------------------------------------------------------
 HU2842  Click here for local accuracies and other accuracy information.
 HU2842
 HU2842.The horizontal coordinates were established by GPS observations
 HU2842.and adjusted by the National Geodetic Survey in June 2012.
 HU2842
 HU2842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2842.been affixed to the stable North American tectonic plate. See 
 HU2842.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2842
 HU2842.The horizontal coordinates are valid at the epoch date displayed above
 HU2842.which is a decimal equivalence of Year/Month/Day.
 HU2842
 HU2842.The orthometric height was determined by GPS observations and a
 HU2842.high-resolution geoid model.
 HU2842
 HU2842.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2842.GEOID18 height accuracy estimate available here.
 HU2842
 HU2842.Click photographs - Photos may exist for this station.
 HU2842
 HU2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2842
 HU2842.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2842
 HU2842.The ellipsoidal height was determined by GPS observations
 HU2842.and is referenced to NAD 83.
 HU2842
 HU2842. The following values were computed from the NAD 83(2011) position.
 HU2842
 HU2842;                    North         East     Units Scale Factor Converg.
 HU2842;SPC NJ       -    14,786.112   115,292.281   MT  0.99991483   -0 15 06.7
 HU2842;SPC NJ       -    48,510.77    378,254.76   sFT  0.99991483   -0 15 06.7
 HU2842;UTM  18      - 4,312,991.789   508,619.435   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  =   0.99960603
 HU2842
 HU2842:                Primary Azimuth Mark                     Grid Az
 HU2842:SPC NJ       -  LOWER 2                                  030 29 23.8
 HU2842:UTM  18      -  LOWER 2                                  030 10 31.9
 HU2842
 HU2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0861912991(NAD 83)
 HU2842
 HU2842|---------------------------------------------------------------------|
 HU2842| PID    Reference Object                     Distance      Geod. Az  |
 HU2842|                                                           dddmmss.s |
 HU2842| HU2843 LOWER 2                             APPROX. 0.8 KM 0301417.1 |
 HU2842|---------------------------------------------------------------------|
 HU2842
 HU2842                          SUPERSEDED SURVEY CONTROL
 HU2842
 HU2842  NAD 83(2007)-  38 57 57.06518(N)    074 54 01.82506(W) AD(2002.00) 0
 HU2842  ELLIP H (02/10/07)  -32.629  (m)                       GP(2002.00)    
 HU2842  ELLIP H (10/23/02)  -32.611  (m)                       GP(       ) 4 1
 HU2842  NAD 83(1996)-  38 57 57.06519(N)    074 54 01.82475(W) AD(       ) 1
 HU2842  ELLIP H (05/14/99)  -32.618  (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)  -32.683  (m)                       GP(       ) 3 1
 HU2842
 HU2842.Superseded values are not recommended for survey control.
 HU2842
 HU2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2842.See file dsdata.pdf to determine how the superseded data were derived.
 HU2842
 HU2842_MARKER: DD = SURVEY DISK
 HU2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 HU2843 ***********************************************************************
 HU2843  DESIGNATION -  LOWER 2
 HU2843  PID         -  HU2843
 HU2843  STATE/COUNTY-  NJ/CAPE MAY
 HU2843  COUNTRY     -  US
 HU2843  USGS QUAD   -  CAPE MAY (2019)
 HU2843
 HU2843                         *CURRENT SURVEY CONTROL
 HU2843  ______________________________________________________________________
 HU2843* NAD 83(2011) POSITION- 38 58 19.13964(N) 074 53 45.34045(W)   ADJUSTED
 HU2843* NAD 83(2011) ELLIP HT-   -31.986 (meters)        (06/27/12)   ADJUSTED
 HU2843* NAD 83(2011) EPOCH   -  2010.00
 HU2843* NAVD 88 ORTHO HEIGHT -     3.5   (meters)       11.    (feet) GPS OBS
 HU2843  ______________________________________________________________________
 HU2843  NAVD 88 orthometric height was determined with geoid model    GEOID93
 HU2843  GEOID HEIGHT    -        -35.740 (meters)                     GEOID93
 HU2843  GEOID HEIGHT    -        -35.459 (meters)                     GEOID18
 HU2843  NAD 83(2011) X  -  1,293,813.121 (meters)                     COMP
 HU2843  NAD 83(2011) Y  - -4,793,729.967 (meters)                     COMP
 HU2843  NAD 83(2011) Z  -  3,989,879.280 (meters)                     COMP
 HU2843  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 HU2843
 HU2843  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2843  Standards:
 HU2843         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2843            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2843  -------------------------------------------------------------------
 HU2843  NETWORK    0.72   1.12           0.32   0.26   0.57     -0.10528932
 HU2843  -------------------------------------------------------------------
 HU2843  Click here for local accuracies and other accuracy information.
 HU2843
 HU2843.The horizontal coordinates were established by GPS observations
 HU2843.and adjusted by the National Geodetic Survey in June 2012.
 HU2843
 HU2843.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2843.been affixed to the stable North American tectonic plate. See 
 HU2843.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2843
 HU2843.The horizontal coordinates are valid at the epoch date displayed above
 HU2843.which is a decimal equivalence of Year/Month/Day.
 HU2843
 HU2843.The orthometric height was determined by GPS observations and a
 HU2843.high-resolution geoid model.
 HU2843
 HU2843.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2843.GEOID18 height accuracy estimate available here.
 HU2843
 HU2843.Click photographs - Photos may exist for this station.
 HU2843
 HU2843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2843
 HU2843.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2843
 HU2843.The ellipsoidal height was determined by GPS observations
 HU2843.and is referenced to NAD 83.
 HU2843
 HU2843. The following values were computed from the NAD 83(2011) position.
 HU2843
 HU2843;                    North         East     Units Scale Factor Converg.
 HU2843;SPC NJ       -    15,465.043   115,692.041   MT  0.99991449   -0 14 56.5
 HU2843;SPC NJ       -    50,738.23    379,566.30   sFT  0.99991449   -0 14 56.5
 HU2843;UTM  18      - 4,313,672.689   509,015.339   MT  0.99960100   +0 03 55.6
 HU2843
 HU2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2843!SPC NJ       -   1.00000502  x   0.99991449  =   0.99991951
 HU2843!UTM  18      -   1.00000502  x   0.99960100  =   0.99960602
 HU2843
 HU2843:                Primary Azimuth Mark                     Grid Az
 HU2843:SPC NJ       -  LOWER 1                                  210 29 24.0
 HU2843:UTM  18      -  LOWER 1                                  210 10 31.9
 HU2843
 HU2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0901513672(NAD 83)
 HU2843
 HU2843|---------------------------------------------------------------------|
 HU2843| PID    Reference Object                     Distance      Geod. Az  |
 HU2843|                                                           dddmmss.s |
 HU2843| HU2842 LOWER 1                             APPROX. 0.8 KM 2101427.5 |
 HU2843|---------------------------------------------------------------------|
 HU2843
 HU2843                          SUPERSEDED SURVEY CONTROL
 HU2843
 HU2843  NAD 83(2007)-  38 58 19.13993(N)    074 53 45.34119(W) AD(2002.00) 0
 HU2843  ELLIP H (02/10/07)  -31.971  (m)                       GP(2002.00)    
 HU2843  ELLIP H (10/23/02)  -31.953  (m)                       GP(       ) 4 1
 HU2843  NAD 83(1996)-  38 58 19.13995(N)    074 53 45.34089(W) AD(       ) 1
 HU2843  ELLIP H (05/14/99)  -31.960  (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)  -32.025  (m)                       GP(       ) 3 1
 HU2843
 HU2843.Superseded values are not recommended for survey control.
 HU2843
 HU2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2843.See file dsdata.pdf to determine how the superseded data were derived.
 HU2843
 HU2843_MARKER: DD = SURVEY DISK
 HU2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU4442 ***********************************************************************
 JU4442  DESIGNATION -  LOWER 3
 JU4442  PID         -  JU4442
 JU4442  STATE/COUNTY-  NJ/CAPE MAY
 JU4442  COUNTRY     -  US
 JU4442  USGS QUAD   -  RIO GRANDE (2019)
 JU4442
 JU4442                         *CURRENT SURVEY CONTROL
 JU4442  ______________________________________________________________________
 JU4442* NAD 83(2011) POSITION- 39 00 07.79485(N) 074 52 31.91144(W)   ADJUSTED
 JU4442* NAD 83(2011) ELLIP HT-   -32.717 (meters)        (06/27/12)   ADJUSTED
 JU4442* NAD 83(2011) EPOCH   -  2010.00
 JU4442* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) GPS OBS
 JU4442  ______________________________________________________________________
 JU4442  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4442  GEOID HEIGHT    -        -35.680 (meters)                     GEOID93
 JU4442  GEOID HEIGHT    -        -35.390 (meters)                     GEOID18
 JU4442  NAD 83(2011) X  -  1,294,969.406 (meters)                     COMP
 JU4442  NAD 83(2011) Y  - -4,791,233.504 (meters)                     COMP
 JU4442  NAD 83(2011) Z  -  3,992,483.236 (meters)                     COMP
 JU4442  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 JU4442
 JU4442  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4442  Standards:
 JU4442         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4442            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4442  -------------------------------------------------------------------
 JU4442  NETWORK    0.55   0.92           0.24   0.21   0.47     -0.03604302
 JU4442  -------------------------------------------------------------------
 JU4442  Click here for local accuracies and other accuracy information.
 JU4442
 JU4442.The horizontal coordinates were established by GPS observations
 JU4442.and adjusted by the National Geodetic Survey in June 2012.
 JU4442
 JU4442.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4442.been affixed to the stable North American tectonic plate. See 
 JU4442.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4442
 JU4442.The horizontal coordinates are valid at the epoch date displayed above
 JU4442.which is a decimal equivalence of Year/Month/Day.
 JU4442
 JU4442.The orthometric height was determined by GPS observations and a
 JU4442.high-resolution geoid model.
 JU4442
 JU4442.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4442.GEOID18 height accuracy estimate available here.
 JU4442
 JU4442.Click photographs - Photos may exist for this station.
 JU4442
 JU4442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4442
 JU4442.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4442
 JU4442.The ellipsoidal height was determined by GPS observations
 JU4442.and is referenced to NAD 83.
 JU4442
 JU4442. The following values were computed from the NAD 83(2011) position.
 JU4442
 JU4442;                    North         East     Units Scale Factor Converg.
 JU4442;SPC NJ       -    18,807.901   117,473.299   MT  0.99991302   -0 14 10.8
 JU4442;SPC NJ       -    61,705.59    385,410.32   sFT  0.99991302   -0 14 10.8
 JU4442;UTM  18      - 4,317,024.229   510,777.666   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 34.2
 JU4442:UTM  18      -  LOWER 4                                  074 47 41.4
 JU4442
 JU4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1077717024(NAD 83)
 JU4442
 JU4442|---------------------------------------------------------------------|
 JU4442| PID    Reference Object                     Distance      Geod. Az  |
 JU4442|                                                           dddmmss.s |
 JU4442| JU4443 LOWER 4                             461.790 METERS 0745223.4 |
 JU4442|---------------------------------------------------------------------|
 JU4442
 JU4442                          SUPERSEDED SURVEY CONTROL
 JU4442
 JU4442  NAD 83(2007)-  39 00 07.79514(N)    074 52 31.91218(W) AD(2002.00) 0
 JU4442  ELLIP H (02/10/07)  -32.702  (m)                       GP(2002.00)    
 JU4442  ELLIP H (10/23/02)  -32.683  (m)                       GP(       ) 4 1
 JU4442  NAD 83(1996)-  39 00 07.79514(N)    074 52 31.91187(W) AD(       ) 1
 JU4442  ELLIP H (05/14/99)  -32.692  (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)  -32.761  (m)                       GP(       ) 3 1
 JU4442
 JU4442.Superseded values are not recommended for survey control.
 JU4442
 JU4442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4442.See file dsdata.pdf to determine how the superseded data were derived.
 JU4442
 JU4442_MARKER: DD = SURVEY DISK
 JU4442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - February 25, 2009
 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  HISTORY     - 20090225 GOOD             INDIV
 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.
 JU4442
 JU4442                          STATION RECOVERY (2009)
 JU4442
 JU4442'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU4442'THE STATION WAS RECOVERED AS DESCRIBED.
 JU4442'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4443 ***********************************************************************
 JU4443  DESIGNATION -  LOWER 4
 JU4443  PID         -  JU4443
 JU4443  STATE/COUNTY-  NJ/CAPE MAY
 JU4443  COUNTRY     -  US
 JU4443  USGS QUAD   -  STONE HARBOR (2019)
 JU4443
 JU4443                         *CURRENT SURVEY CONTROL
 JU4443  ______________________________________________________________________
 JU4443* NAD 83(2011) POSITION- 39 00 11.70224(N) 074 52 13.38458(W)   ADJUSTED
 JU4443* NAD 83(2011) ELLIP HT-   -34.411 (meters)        (06/27/12)   ADJUSTED
 JU4443* NAD 83(2011) EPOCH   -  2010.00
 JU4443* NAVD 88 ORTHO HEIGHT -     1.0   (meters)        3.    (feet) GPS OBS
 JU4443  ______________________________________________________________________
 JU4443  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4443  GEOID HEIGHT    -        -35.680 (meters)                     GEOID93
 JU4443  GEOID HEIGHT    -        -35.391 (meters)                     GEOID18
 JU4443  NAD 83(2011) X  -  1,295,379.617 (meters)                     COMP
 JU4443  NAD 83(2011) Y  - -4,791,042.693 (meters)                     COMP
 JU4443  NAD 83(2011) Z  -  3,992,575.807 (meters)                     COMP
 JU4443  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 JU4443
 JU4443  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4443  Standards:
 JU4443         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4443            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4443  -------------------------------------------------------------------
 JU4443  NETWORK    0.66   1.02           0.29   0.24   0.52     -0.12738941
 JU4443  -------------------------------------------------------------------
 JU4443  Click here for local accuracies and other accuracy information.
 JU4443
 JU4443.The horizontal coordinates were established by GPS observations
 JU4443.and adjusted by the National Geodetic Survey in June 2012.
 JU4443
 JU4443.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4443.been affixed to the stable North American tectonic plate. See 
 JU4443.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4443
 JU4443.The horizontal coordinates are valid at the epoch date displayed above
 JU4443.which is a decimal equivalence of Year/Month/Day.
 JU4443
 JU4443.The orthometric height was determined by GPS observations and a
 JU4443.high-resolution geoid model.
 JU4443
 JU4443.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4443.GEOID18 height accuracy estimate available here.
 JU4443
 JU4443.Click photographs - Photos may exist for this station.
 JU4443
 JU4443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4443
 JU4443.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4443
 JU4443.The ellipsoidal height was determined by GPS observations
 JU4443.and is referenced to NAD 83.
 JU4443
 JU4443. The following values were computed from the NAD 83(2011) position.
 JU4443
 JU4443;                    North         East     Units Scale Factor Converg.
 JU4443;SPC NJ       -    18,926.558   117,919.543   MT  0.99991267   -0 13 59.2
 JU4443;SPC NJ       -    62,094.88    386,874.37   sFT  0.99991267   -0 13 59.2
 JU4443;UTM  18      - 4,317,145.298   511,223.113   MT  0.99960155   +0 04 53.7
 JU4443
 JU4443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4443!SPC NJ       -   1.00000540  x   0.99991267  =   0.99991807
 JU4443!UTM  18      -   1.00000540  x   0.99960155  =   0.99960695
 JU4443
 JU4443:                Primary Azimuth Mark                     Grid Az
 JU4443:SPC NJ       -  LOWER 3                                  255 06 34.2
 JU4443:UTM  18      -  LOWER 3                                  254 47 41.3
 JU4443
 JU4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1122317145(NAD 83)
 JU4443
 JU4443|---------------------------------------------------------------------|
 JU4443| PID    Reference Object                     Distance      Geod. Az  |
 JU4443|                                                           dddmmss.s |
 JU4443| JU4442 LOWER 3                             461.790 METERS 2545235.0 |
 JU4443|---------------------------------------------------------------------|
 JU4443
 JU4443                          SUPERSEDED SURVEY CONTROL
 JU4443
 JU4443  NAD 83(2007)-  39 00 11.70252(N)    074 52 13.38532(W) AD(2002.00) 0
 JU4443  ELLIP H (02/10/07)  -34.396  (m)                       GP(2002.00)    
 JU4443  ELLIP H (10/23/02)  -34.377  (m)                       GP(       ) 4 1
 JU4443  NAD 83(1996)-  39 00 11.70254(N)    074 52 13.38501(W) AD(       ) 1
 JU4443  ELLIP H (05/14/99)  -34.385  (m)                       GP(       ) 4 1
 JU4443  NAD 83(1992)-  39 00 11.70195(N)    074 52 13.38445(W) AD(       ) 1
 JU4443  ELLIP H (04/25/94)  -34.451  (m)                       GP(       ) 3 1
 JU4443
 JU4443.Superseded values are not recommended for survey control.
 JU4443
 JU4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4443.See file dsdata.pdf to determine how the superseded data were derived.
 JU4443
 JU4443_MARKER: DD = SURVEY DISK
 JU4443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - December 06, 2013
 JU4443
 JU4443  HISTORY     - Date     Condition        Report By
 JU4443  HISTORY     - 1991     MONUMENTED       NJHA
 JU4443  HISTORY     - 19930624 GOOD
 JU4443  HISTORY     - 20010611 GOOD             NJGS
 JU4443  HISTORY     - 20131206 GOOD             WATER
 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.
 JU4443
 JU4443                          STATION RECOVERY (2013)
 JU4443
 JU4443'RECOVERY NOTE BY WATERSHED SCIENCES 2013 (MN)
 JU4443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0900 ***********************************************************************
 KV0900  DESIGNATION -  LOWER JAMESBURG
 KV0900  PID         -  KV0900
 KV0900  STATE/COUNTY-  NJ/MIDDLESEX
 KV0900  COUNTRY     -  US
 KV0900  USGS QUAD   -  JAMESBURG (2019)
 KV0900
 KV0900                         *CURRENT SURVEY CONTROL
 KV0900  ______________________________________________________________________
 KV0900* NAD 83(1986) POSITION- 40 20 51.     (N) 074 26 07.     (W)   SCALED
 KV0900* NAVD 88 ORTHO HEIGHT -    13.890 (meters)       45.57  (feet) ADJUSTED
 KV0900  ______________________________________________________________________
 KV0900  GEOID HEIGHT    -        -32.669 (meters)                     GEOID18
 KV0900  DYNAMIC HEIGHT  -         13.884 (meters)       45.55  (feet) COMP
 KV0900  MODELED GRAVITY -    980,199.7   (mgal)                       NAVD 88
 KV0900
 KV0900  VERT ORDER      -  FIRST     CLASS II
 KV0900
 KV0900.The horizontal coordinates were scaled from a map and have
 KV0900.an estimated accuracy of +/- 6 seconds.
 KV0900
 KV0900.The orthometric height was determined by differential leveling and
 KV0900.adjusted by the NATIONAL GEODETIC SURVEY
 KV0900.in June 1991.
 KV0900
 KV0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0900.GEOID18 height accuracy estimate available here.
 KV0900
 KV0900.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK479664(NAD 83)
 KV0900
 KV0900                          SUPERSEDED SURVEY CONTROL
 KV0900
 KV0900  NGVD 29 (01/10/92)   14.221  (m)           46.66   (f) ADJUSTED    1 2
 KV0900  NGVD 29 (??/??/87)   14.225  (m)           46.67   (f) SUPERSEDED  1 2
 KV0900
 KV0900.Superseded values are not recommended for survey control.
 KV0900
 KV0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0900.See file dsdata.pdf to determine how the superseded data were derived.
 KV0900
 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 NOT SUITABLE FOR
 KV0900+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2008
 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  HISTORY     - 20081027 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.
 KV0900
 KV0900                          STATION RECOVERY (2008)
 KV0900
 KV0900'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV0900'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6856 ***********************************************************************
 KV6856  DESIGNATION -  LSP SOUTH
 KV6856  PID         -  KV6856
 KV6856  STATE/COUNTY-  NJ/HUDSON
 KV6856  COUNTRY     -  US
 KV6856  USGS QUAD   -  JERSEY CITY (2019)
 KV6856
 KV6856                         *CURRENT SURVEY CONTROL
 KV6856  ______________________________________________________________________
 KV6856* NAD 83(2011) POSITION- 40 41 27.03808(N) 074 03 18.68592(W)   ADJUSTED
 KV6856* NAD 83(2011) ELLIP HT-   -29.353 (meters)        (06/27/12)   ADJUSTED
 KV6856* NAD 83(2011) EPOCH   -  2010.00
 KV6856* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) GPS OBS
 KV6856  ______________________________________________________________________
 KV6856  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6856  GEOID HEIGHT    -        -32.170 (meters)                     GEOID90
 KV6856  GEOID HEIGHT    -        -32.001 (meters)                     GEOID18
 KV6856  NAD 83(2011) X  -  1,330,432.972 (meters)                     COMP
 KV6856  NAD 83(2011) Y  - -4,656,695.836 (meters)                     COMP
 KV6856  NAD 83(2011) Z  -  4,136,432.681 (meters)                     COMP
 KV6856  LAPLACE CORR    -          5.13  (seconds)                    DEFLEC18
 KV6856
 KV6856  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6856  Standards:
 KV6856         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6856            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6856  -------------------------------------------------------------------
 KV6856  NETWORK    0.43   1.18           0.18   0.17   0.60      0.09966326
 KV6856  -------------------------------------------------------------------
 KV6856  Click here for local accuracies and other accuracy information.
 KV6856
 KV6856.The horizontal coordinates were established by GPS observations
 KV6856.and adjusted by the National Geodetic Survey in June 2012.
 KV6856
 KV6856.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6856.been affixed to the stable North American tectonic plate. See 
 KV6856.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6856
 KV6856.The horizontal coordinates are valid at the epoch date displayed above
 KV6856.which is a decimal equivalence of Year/Month/Day.
 KV6856
 KV6856.The orthometric height was determined by GPS observations and a
 KV6856.high-resolution geoid model.
 KV6856
 KV6856.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6856.GEOID18 height accuracy estimate available here.
 KV6856
 KV6856.Click photographs - Photos may exist for this station.
 KV6856
 KV6856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6856
 KV6856.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6856
 KV6856.The ellipsoidal height was determined by GPS observations
 KV6856.and is referenced to NAD 83.
 KV6856
 KV6856. The following values were computed from the NAD 83(2011) position.
 KV6856
 KV6856;                    North         East     Units Scale Factor Converg.
 KV6856;SPC NJ       -   206,314.074   187,594.742   MT  0.99991739   +0 17 24.0
 KV6856;SPC NJ       -   676,882.09    615,467.08   sFT  0.99991739   +0 17 24.0
 KV6856;SPC NY E     -   206,314.074   187,594.742   MT  0.99991739   +0 17 24.0
 KV6856;SPC NY E     -   676,882.09    615,467.08   sFT  0.99991739   +0 17 24.0
 KV6856;SPC NY L     -    58,209.091   295,334.912   MT  0.99999874   -0 02 10.0
 KV6856;SPC NY L     -   190,974.33    968,944.62   sFT  0.99999874   -0 02 10.0
 KV6856;UTM  18      - 4,504,867.882   579,830.589   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 E     -   1.00000460  x   0.99991739  =   0.99992199
 KV6856!SPC NY L     -   1.00000460  x   0.99999874  =   1.00000334
 KV6856!UTM  18      -   1.00000460  x   0.99967844  =   0.99968304
 KV6856
 KV6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7983004867(NAD 83)
 KV6856
 KV6856                          SUPERSEDED SURVEY CONTROL
 KV6856
 KV6856  NAD 83(2007)-  40 41 27.03835(N)    074 03 18.68704(W) AD(2002.00) 0
 KV6856  ELLIP H (02/10/07)  -29.334  (m)                       GP(2002.00)    
 KV6856  ELLIP H (10/23/02)  -29.328  (m)                       GP(       ) 4 1
 KV6856  NAD 83(1996)-  40 41 27.03865(N)    074 03 18.68737(W) AD(       ) 1
 KV6856  ELLIP H (05/14/99)  -29.323  (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
 KV6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6856.See file dsdata.pdf to determine how the superseded data were derived.
 KV6856
 KV6856_MARKER: DD = SURVEY DISK
 KV6856_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6856_SP_SET: SLAB
 KV6856_STAMPING: LSP SOUTH 1991
 KV6856_MARK LOGO: USACE
 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 29, 2024
 KV6856
 KV6856  HISTORY     - Date     Condition        Report By
 KV6856  HISTORY     - 1991     MONUMENTED       USACE
 KV6856  HISTORY     - 19920306 GOOD             NJGS
 KV6856  HISTORY     - 19950920 GOOD             NJGS
 KV6856  HISTORY     - 20010902 GOOD             NJDEP
 KV6856  HISTORY     - 20040426 GOOD             PORANY
 KV6856  HISTORY     - 20090427 GOOD             GEOCAC
 KV6856  HISTORY     - 20140507 GOOD             NJDEP
 KV6856  HISTORY     - 20240429 GOOD             AAAS
 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.
 KV6856
 KV6856                          STATION RECOVERY (2009)
 KV6856
 KV6856'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 KV6856'RECOVERED IN GOOD CONDITION.
 KV6856
 KV6856                          STATION RECOVERY (2014)
 KV6856
 KV6856'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2014 (MAR)
 KV6856'RECOVERED IN GOOD CONDITION.
 KV6856
 KV6856                          STATION RECOVERY (2024)
 KV6856
 KV6856'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 KV6856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2613 ***********************************************************************
 JU2613  DESIGNATION -  LUCK
 JU2613  PID         -  JU2613
 JU2613  STATE/COUNTY-  NJ/OCEAN
 JU2613  COUNTRY     -  US
 JU2613  USGS QUAD   -  SEASIDE PARK (2019)
 JU2613
 JU2613                         *CURRENT SURVEY CONTROL
 JU2613  ______________________________________________________________________
 JU2613* NAD 83(1996) POSITION- 39 55 12.55803(N) 074 06 31.40296(W)   ADJUSTED
 JU2613* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2613  ______________________________________________________________________
 JU2613  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 JU2613  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2613.GEOID18 height accuracy estimate available here.
 JU2613
 JU2613.Click photographs - Photos may exist for this station.
 JU2613
 JU2613.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2613
 JU2613. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2613:SPC NJ       -  SEASIDE PARK WATER TANK                  105 33 48.3
 JU2613:UTM  18      -  SEASIDE PARK WATER TANK                  105 14 33.1
 JU2613
 JU2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7616819275(NAD 83)
 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 0612448.7 |
 JU2613| JU2606 TOMS RIVER COAST GUARD CUPOLA       APPROX. 3.5 KM 0613042.3 |
 JU2613| JU2580 SEASIDE PARK WATER TANK             APPROX. 2.3 KM 1054852.2 |
 JU2613| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 3.6 KM 1394848.7 |
 JU2613| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX. 4.1 KM 3080439.5 |
 JU2613| JU2610 WRIGHTS LIGHT CUPOLA                APPROX. 1.6 KM 3090840.6 |
 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
 JU2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2613.See file dsdata.pdf to determine how the superseded data were derived.
 JU2613
 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 = JULY 24, 2026 22:12:30 EDT
 JU2913 ***********************************************************************
 JU2913  DESIGNATION -  LUD
 JU2913  PID         -  JU2913
 JU2913  STATE/COUNTY-  NJ/CAPE MAY
 JU2913  COUNTRY     -  US
 JU2913  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2913
 JU2913                         *CURRENT SURVEY CONTROL
 JU2913  ______________________________________________________________________
 JU2913* NAD 83(1996) POSITION- 39 10 06.91888(N) 074 41 59.00356(W)   ADJUSTED
 JU2913* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2913  ______________________________________________________________________
 JU2913  GEOID HEIGHT    -        -34.961 (meters)                     GEOID18
 JU2913  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2913.GEOID18 height accuracy estimate available here.
 JU2913
 JU2913.Click photographs - Photos may exist for this station.
 JU2913
 JU2913.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2913
 JU2913. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2913:SPC NJ       -  VIEW                                     272 28 34.5
 JU2913:UTM  18      -  VIEW                                     272 09 37.6
 JU2913
 JU2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2593935528(NAD 83)
 JU2913
 JU2913|---------------------------------------------------------------------|
 JU2913| PID    Reference Object                     Distance      Geod. Az  |
 JU2913|                                                           dddmmss.s |
 JU2913| CB2222 LUD RM 1                             14.909 METERS 10836     |
 JU2913| JU2391 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
 JU2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2913.See file dsdata.pdf to determine how the superseded data were derived.
 JU2913
 JU2913_MARKER: DS = TRIANGULATION STATION DISK
 JU2913_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2913_STAMPING: LUD 1936
 JU2913_MARK LOGO: CGS
 JU2913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 DS3225 ***********************************************************************
 DS3225  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3225  DESIGNATION -  LUNA
 DS3225  PID         -  DS3225
 DS3225  STATE/COUNTY-  NJ/MONMOUTH
 DS3225  COUNTRY     -  US
 DS3225  USGS QUAD   -  ALLENTOWN (2016)
 DS3225
 DS3225                         *CURRENT SURVEY CONTROL
 DS3225  ______________________________________________________________________
 DS3225* NAD 83(2011) POSITION- 40 10 44.87381(N) 074 34 32.00541(W)   ADJUSTED
 DS3225* NAD 83(2011) ELLIP HT-    -4.928 (meters)        (12/05/24)   ADJUSTED
 DS3225* NAD 83(2011) EPOCH   -  2010.00
 DS3225* NAVD 88 ORTHO HEIGHT -    27.67  (meters)       90.8   (feet) GPS OBS
 DS3225  ______________________________________________________________________
 DS3225  GEOID HEIGHT    -        -32.608 (meters)                     GEOID18
 DS3225  NAD 83(2011) X  -  1,297,892.894 (meters)                     COMP
 DS3225  NAD 83(2011) Y  - -4,704,130.994 (meters)                     COMP
 DS3225  NAD 83(2011) Z  -  4,093,199.099 (meters)                     COMP
 DS3225  LAPLACE CORR    -          3.98  (seconds)                    DEFLEC18
 DS3225
 DS3225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3225  Standards:
 DS3225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3225  -------------------------------------------------------------------
 DS3225  NETWORK    0.33   0.82           0.15   0.12   0.42     -0.04780215
 DS3225  -------------------------------------------------------------------
 DS3225  Click here for local accuracies and other accuracy information.
 DS3225
 DS3225.The horizontal coordinates were established by GPS observations
 DS3225.and adjusted by the NEW JERSEY GEODETIC SURVEY in December 2024.
 DS3225
 DS3225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3225.been affixed to the stable North American tectonic plate. See 
 DS3225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3225
 DS3225.The horizontal coordinates are valid at the epoch date displayed above
 DS3225.which is a decimal equivalence of Year/Month/Day.
 DS3225
 DS3225.The orthometric height was determined by GPS observations and a
 DS3225.high-resolution geoid model using precise GPS observation and
 DS3225.processing techniques.
 DS3225
 DS3225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3225.GEOID18 height accuracy estimate available here.
 DS3225
 DS3225.Click photographs - Photos may exist for this station.
 DS3225
 DS3225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3225
 DS3225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3225
 DS3225.The ellipsoidal height was determined by GPS observations
 DS3225.and is referenced to NAD 83.
 DS3225
 DS3225. The following values were computed from the NAD 83(2011) position.
 DS3225
 DS3225;                    North         East     Units Scale Factor Converg.
 DS3225;SPC NJ       -   149,405.278   143,565.426   MT  0.99990051   -0 02 55.5
 DS3225;SPC NJ       -   490,173.82    471,014.24   sFT  0.99990051   -0 02 55.5
 DS3225;UTM  18      - 4,447,725.739   536,135.528   MT  0.99961607   +0 16 25.8
 DS3225
 DS3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3225!SPC NJ       -   1.00000077  x   0.99990051  =   0.99990128
 DS3225!UTM  18      -   1.00000077  x   0.99961607  =   0.99961684
 DS3225
 DS3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3613547725(NAD 83)
 DS3225
 DS3225                          SUPERSEDED SURVEY CONTROL
 DS3225
 DS3225.No superseded survey control is available for this station.
 DS3225
 DS3225_MARKER: DD = SURVEY DISK
 DS3225_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DS3225_SP_SET: BASE
 DS3225_STAMPING: LUNA 2024
 DS3225_MARK LOGO: NJGS
 DS3225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3225+STABILITY: SURFACE MOTION
 DS3225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3225+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 DS3225
 DS3225  HISTORY     - Date     Condition        Report By
 DS3225  HISTORY     - 20240521 MONUMENTED       NJGS
 DS3225
 DS3225                          STATION DESCRIPTION
 DS3225
 DS3225'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2024 (RJK)
 DS3225'THE STATION IS LOCATED ABOUT 6.8 MI (11.0 KM) SOUTH-SOUTHWEST OF
 DS3225'HIGHTSTOWN, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF ROOSEVELT AND IN UPPER
 DS3225'FREEHOLD TOWNSHIP, NJ.
 DS3225'
 DS3225'TO REACH FROM THE INTERSECTION OF MAIN STREET (COUNTY ROUTE 524-539)
 DS3225'AND CHURCH STREET (COUNTY ROUTE 526) GO 0.55 MI (0.88 KM)
 DS3225'NORTH-NORTHEAST ON MAIN STREET TO THE JUNCTION WITH COUNTY ROUTE 526
 DS3225'SPUR, TURN RIGHT AND GO 0.15 SOUTH-SOUTHEAST TO THE ENTRANCE DRIVE
 DS3225'LEADING TO THE REED RECREATION AREA, ENTER PARKING LOT AREA AND GO
 DS3225'0.05 SOUTH TO THE SOUTH END OF THE PARKING LOT AND THE STATION AHEAD
 DS3225'ABOUT 180 FT (54.9 M).
 DS3225'
 DS3225'THE STATION IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 10 FT
 DS3225'(3.0 M) SQUARE BASE FOR A REMOVED SOD FARM SPRINKLER, 111 FT (33.8 M)
 DS3225'SOUTH OF THE SOUTHEAST CORNER OF A POST RAIL FENCE SURROUNDING A
 DS3225'DETENTION BASIN, 75 FT (22.9 M) NORTH-NORTHWEST OF THE NORTH EDGE OF A
 DS3225'FOOT BRIDGE CROSSING A SMALL STREAM, 15 FT (4.6 M) NORTH OF THE
 DS3225'CENTERLINE OF A PAVED WALKWAY, 30 FT (9.1 M) WEST OF THE CENTERLINE OF
 DS3225'THE WALKWAY, ABOUT 140 FT (42.7 M) WEST OF THE CENTERLINE OF COUNTY
 DS3225'ROUTE 526 SPUR.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4052 ***********************************************************************
 KV4052  DESIGNATION -  LYNDHURST SACRED HEART CH TWR
 KV4052  PID         -  KV4052
 KV4052  STATE/COUNTY-  NJ/BERGEN
 KV4052  COUNTRY     -  US
 KV4052  USGS QUAD   -  WEEHAWKEN (2016)
 KV4052
 KV4052                         *CURRENT SURVEY CONTROL
 KV4052  ______________________________________________________________________
 KV4052* NAD 83(1996) POSITION- 40 48 27.05853(N) 074 07 08.71405(W)   ADJUSTED
 KV4052  ______________________________________________________________________
 KV4052  GEOID HEIGHT    -        -32.147 (meters)                     GEOID18
 KV4052  LAPLACE CORR    -          6.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4052.GEOID18 height accuracy estimate available here.
 KV4052
 KV4052.Click photographs - Photos may exist for this station.
 KV4052
 KV4052.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4052
 KV4052. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7430117763(NAD 83)
 KV4052
 KV4052                          SUPERSEDED SURVEY CONTROL
 KV4052
 KV4052  NAD 83(1996)-  40 48 27.05829(N)    074 07 08.71426(W) AD(       ) 3
 KV4052  NAD 83(1996)-  40 48 27.05496(N)    074 07 08.71839(W) AD(       ) 3
 KV4052  NAD 83(1992)-  40 48 27.05498(N)    074 07 08.71794(W) AD(       ) 3
 KV4052  NAD 83(1986)-  40 48 27.05558(N)    074 07 08.72167(W) AD(       ) 3
 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
 KV4052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4052.See file dsdata.pdf to determine how the superseded data were derived.
 KV4052
 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 = JULY 24, 2026 22:12:30 EDT
 JU0669 ***********************************************************************
 JU0669  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0669  DESIGNATION -  M 10
 JU0669  PID         -  JU0669
 JU0669  STATE/COUNTY-  NJ/GLOUCESTER
 JU0669  COUNTRY     -  US
 JU0669  USGS QUAD   -  WOODBURY (2019)
 JU0669
 JU0669                         *CURRENT SURVEY CONTROL
 JU0669  ______________________________________________________________________
 JU0669* NAD 83(1986) POSITION- 39 50 04.36   (N) 075 14 20.16   (W)   HD_HELD1
 JU0669* NAVD 88 ORTHO HEIGHT -     2.578 (meters)        8.46  (feet) ADJUSTED
 JU0669  ______________________________________________________________________
 JU0669  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 JU0669  DYNAMIC HEIGHT  -          2.577 (meters)        8.45  (feet) COMP
 JU0669  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 JU0669
 JU0669  VERT ORDER      -  FIRST     CLASS II
 JU0669
 JU0669.The horizontal coordinates were determined by differentially corrected
 JU0669.hand held GPS observations or other comparable positioning techniques
 JU0669.and have an estimated accuracy of +/- 3 meters.
 JU0669
 JU0669.The orthometric height was determined by differential leveling and
 JU0669.adjusted by the NATIONAL GEODETIC SURVEY
 JU0669.in June 2007.
 JU0669
 JU0669.No vertical observational check was made to the station.
 JU0669
 JU0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0669.GEOID18 height accuracy estimate available here.
 JU0669
 JU0669.This Tidal Bench Mark is designated as VM 6046
 JU0669.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0669
 JU0669.Click photographs - Photos may exist for this station.
 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       -   111,406.5      86,753.6     MT  (+/- 3 meters HH1 GPS) 
 JU0669
 JU0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7955509420(NAD 83)
 JU0669
 JU0669                          SUPERSEDED SURVEY CONTROL
 JU0669
 JU0669  NAVD 88 (??/??/92)    2.563  (m)            8.41   (f) SUPERSEDED  3 0
 JU0669  NGVD 29 (11/26/84)    2.922  (m)            9.59   (f) ADJUSTED    1 2
 JU0669
 JU0669.Superseded values are not recommended for survey control.
 JU0669
 JU0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0669.See file dsdata.pdf to determine how the superseded data were derived.
 JU0669
 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: M 10 1930 9.587
 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 - May 11, 2021
 JU0669
 JU0669  HISTORY     - Date     Condition        Report By
 JU0669  HISTORY     - 1930     MONUMENTED       CGS
 JU0669  HISTORY     - 1946     GOOD             CGS
 JU0669  HISTORY     - 19950123 GOOD             NJGS
 JU0669  HISTORY     - 20030809 GOOD             NJGS
 JU0669  HISTORY     - 20210511 GOOD             AAAS
 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.
 JU0669
 JU0669                          STATION RECOVERY (2003)
 JU0669
 JU0669'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU0669'RECOVERED AS DESCRIBED.
 JU0669
 JU0669                          STATION RECOVERY (2021)
 JU0669
 JU0669'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 JU0669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3423 ***********************************************************************
 KV3423  DESIGNATION -  M 101
 KV3423  PID         -  KV3423
 KV3423  STATE/COUNTY-  NJ/BERGEN
 KV3423  COUNTRY     -  US
 KV3423  USGS QUAD   -  HACKENSACK (2019)
 KV3423
 KV3423                         *CURRENT SURVEY CONTROL
 KV3423  ______________________________________________________________________
 KV3423* NAD 83(2011) POSITION- 40 54 46.66385(N) 074 04 43.25853(W)   ADJUSTED
 KV3423* NAD 83(2011) ELLIP HT-   -20.074 (meters)        (06/27/12)   ADJUSTED
 KV3423* NAD 83(2011) EPOCH   -  2010.00
 KV3423* NAVD 88 ORTHO HEIGHT -    11.906 (meters)       39.06  (feet) ADJUSTED
 KV3423  ______________________________________________________________________
 KV3423  GEOID HEIGHT    -        -31.976 (meters)                     GEOID18
 KV3423  NAD 83(2011) X  -  1,324,104.013 (meters)                     COMP
 KV3423  NAD 83(2011) Y  - -4,641,748.014 (meters)                     COMP
 KV3423  NAD 83(2011) Z  -  4,155,110.356 (meters)                     COMP
 KV3423  LAPLACE CORR    -          7.15  (seconds)                    DEFLEC18
 KV3423  DYNAMIC HEIGHT  -         11.901 (meters)       39.05  (feet) COMP
 KV3423  MODELED GRAVITY -    980,233.6   (mgal)                       NAVD 88
 KV3423
 KV3423  VERT ORDER      -  FIRST     CLASS II
 KV3423
 KV3423  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV3423  Standards:
 KV3423         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV3423            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV3423  -------------------------------------------------------------------
 KV3423  NETWORK    0.77   1.80           0.34   0.28   0.92     -0.07043281
 KV3423  -------------------------------------------------------------------
 KV3423  Click here for local accuracies and other accuracy information.
 KV3423
 KV3423.The horizontal coordinates were established by GPS observations
 KV3423.and adjusted by the National Geodetic Survey in June 2012.
 KV3423
 KV3423.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV3423.been affixed to the stable North American tectonic plate. See 
 KV3423.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV3423
 KV3423.The horizontal coordinates are valid at the epoch date displayed above
 KV3423.which is a decimal equivalence of Year/Month/Day.
 KV3423
 KV3423.The orthometric height was determined by differential leveling and
 KV3423.adjusted by the NATIONAL GEODETIC SURVEY
 KV3423.in June 1991.
 KV3423
 KV3423.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3423.GEOID18 height accuracy estimate available here.
 KV3423
 KV3423.Click photographs - Photos may exist for this station.
 KV3423
 KV3423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3423
 KV3423.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3423
 KV3423.The ellipsoidal height was determined by GPS observations
 KV3423.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV3423
 KV3423;                    North         East     Units Scale Factor Converg.
 KV3423;SPC NJ       -   230,968.173   185,490.676   MT  0.99991550   +0 16 33.3
 KV3423;SPC NJ       -   757,768.08    608,563.99   sFT  0.99991550   +0 16 33.3
 KV3423;UTM  18      - 4,529,503.662   577,586.498   MT  0.99967409   +0 36 12.3
 KV3423
 KV3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3423!SPC NJ       -   1.00000315  x   0.99991550  =   0.99991865
 KV3423!UTM  18      -   1.00000315  x   0.99967409  =   0.99967724
 KV3423
 KV3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7758629503(NAD 83)
 KV3423
 KV3423                          SUPERSEDED SURVEY CONTROL
 KV3423
 KV3423  NAD 83(2007)-  40 54 46.66387(N)    074 04 43.25953(W) AD(2002.00) 0
 KV3423  ELLIP H (02/10/07)  -20.048  (m)                       GP(2002.00)    
 KV3423  ELLIP H (10/23/02)  -20.040  (m)                       GP(       ) 4 1
 KV3423  NAD 83(1996)-  40 54 46.66395(N)    074 04 43.26046(W) AD(       ) 1
 KV3423  ELLIP H (05/14/99)  -20.036  (m)                       GP(       ) 4 1
 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)  -20.073  (m)                       GP(       ) 3 2
 KV3423  NAD 83(1986)-  40 54 46.66225(N)    074 04 43.26233(W) AD(       ) 1
 KV3423  NAVD 88              11.91   (m)           39.1    (f) LEVELING    3  
 KV3423  NGVD 29 (11/26/84)   12.212  (m)           40.07   (f) ADJUSTED    1 2
 KV3423
 KV3423.Superseded values are not recommended for survey control.
 KV3423
 KV3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3423.See file dsdata.pdf to determine how the superseded data were derived.
 KV3423
 KV3423_MARKER: DV = VERTICAL CONTROL DISK
 KV3423_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - May 07, 2019
 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  HISTORY     - 20070507 GOOD             BOSWEL
 KV3423  HISTORY     - 20090421 GOOD             BOSWEL
 KV3423  HISTORY     - 20101116 GOOD             BOSWEL
 KV3423  HISTORY     - 20120123 GOOD             INDIV
 KV3423  HISTORY     - 20190507 GOOD             BOSWEL
 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
 KV3423
 KV3423                          STATION RECOVERY (2007)
 KV3423
 KV3423'RECOVERY NOTE BY BOSWELL ENGINEERING 2007 (RR)
 KV3423'RECOVERED IN GOOD CONDITION.
 KV3423
 KV3423                          STATION RECOVERY (2009)
 KV3423
 KV3423'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (AB)
 KV3423'RECOVERED IN GOOD CONDITION.
 KV3423
 KV3423                          STATION RECOVERY (2010)
 KV3423
 KV3423'RECOVERY NOTE BY BOSWELL ENGINEERING 2010 (AB)
 KV3423'RECOVERED IN GOOD CONDITION.
 KV3423
 KV3423                          STATION RECOVERY (2012)
 KV3423
 KV3423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JFS)
 KV3423'RECOVERED AS DESCRIBED
 KV3423
 KV3423                          STATION RECOVERY (2019)
 KV3423
 KV3423'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (RRR)
 KV3423'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2237 ***********************************************************************
 LY2237  DESIGNATION -  M 102
 LY2237  PID         -  LY2237
 LY2237  STATE/COUNTY-  NJ/PASSAIC
 LY2237  COUNTRY     -  US
 LY2237  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2237
 LY2237                         *CURRENT SURVEY CONTROL
 LY2237  ______________________________________________________________________
 LY2237* NAD 83(1986) POSITION- 41 00 57.     (N) 074 23 22.     (W)   SCALED
 LY2237* NAVD 88 ORTHO HEIGHT -   167.632 (meters)      549.97  (feet) ADJUSTED
 LY2237  ______________________________________________________________________
 LY2237  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 LY2237  DYNAMIC HEIGHT  -        167.560 (meters)      549.74  (feet) COMP
 LY2237  MODELED GRAVITY -    980,193.4   (mgal)                       NAVD 88
 LY2237
 LY2237  VERT ORDER      -  FIRST     CLASS II
 LY2237
 LY2237.The horizontal coordinates were scaled from a map and have
 LY2237.an estimated accuracy of +/- 6 seconds.
 LY2237
 LY2237.The orthometric height was determined by differential leveling and
 LY2237.adjusted by the NATIONAL GEODETIC SURVEY
 LY2237.in June 1991.
 LY2237
 LY2237.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2237.GEOID18 height accuracy estimate available here.
 LY2237
 LY2237.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL513406(NAD 83)
 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
 LY2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2237.See file dsdata.pdf to determine how the superseded data were derived.
 LY2237
 LY2237_MARKER: DV = VERTICAL CONTROL DISK
 LY2237_SETTING: 66 = SET IN 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 = JULY 24, 2026 22:12:30 EDT
 KV3447 ***********************************************************************
 KV3447  DESIGNATION -  M 103
 KV3447  PID         -  KV3447
 KV3447  STATE/COUNTY-  NJ/BERGEN
 KV3447  COUNTRY     -  US
 KV3447  USGS QUAD   -  PATERSON (2016)
 KV3447
 KV3447                         *CURRENT SURVEY CONTROL
 KV3447  ______________________________________________________________________
 KV3447* NAD 83(1986) POSITION- 40 57 16.     (N) 074 08 29.     (W)   SCALED
 KV3447* NAVD 88 ORTHO HEIGHT -    20.980 (meters)       68.83  (feet) ADJUSTED
 KV3447  ______________________________________________________________________
 KV3447  GEOID HEIGHT    -        -32.126 (meters)                     GEOID18
 KV3447  DYNAMIC HEIGHT  -         20.971 (meters)       68.80  (feet) COMP
 KV3447  MODELED GRAVITY -    980,222.1   (mgal)                       NAVD 88
 KV3447
 KV3447  VERT ORDER      -  FIRST     CLASS II
 KV3447
 KV3447.The horizontal coordinates were scaled from a map and have
 KV3447.an estimated accuracy of +/- 6 seconds.
 KV3447
 KV3447.The orthometric height was determined by differential leveling and
 KV3447.adjusted by the NATIONAL GEODETIC SURVEY
 KV3447.in June 1991.
 KV3447
 KV3447.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3447.GEOID18 height accuracy estimate available here.
 KV3447
 KV3447.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL722340(NAD 83)
 KV3447
 KV3447                          SUPERSEDED SURVEY CONTROL
 KV3447
 KV3447  NGVD 29 (11/26/84)   21.289  (m)           69.85   (f) ADJUSTED    1 2
 KV3447
 KV3447.Superseded values are not recommended for survey control.
 KV3447
 KV3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3447.See file dsdata.pdf to determine how the superseded data were derived.
 KV3447
 KV3447_MARKER: DV = VERTICAL CONTROL DISK
 KV3447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3447_SP_SET: PIER
 KV3447_STAMPING: M 103 1979
 KV3447_MARK LOGO: NGS
 KV3447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3447+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 KV3447
 KV3447  HISTORY     - Date     Condition        Report By
 KV3447  HISTORY     - 1979     MONUMENTED       NGS
 KV3447  HISTORY     - 1990     GOOD             USPSQD
 KV3447  HISTORY     - 20070102 GOOD             MACDEL
 KV3447  HISTORY     - 20080429 GOOD             BOSWEL
 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.
 KV3447
 KV3447                          STATION RECOVERY (2007)
 KV3447
 KV3447'RECOVERY NOTE BY MACDEL ENGINEERING 2007 (RFH)
 KV3447'RECOVERED AS DESCRIBED
 KV3447
 KV3447                          STATION RECOVERY (2008)
 KV3447
 KV3447'RECOVERY NOTE BY BOSWELL ENGINEERING 2008 (AB)
 KV3447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0070 ***********************************************************************
 KV0070  DESIGNATION -  M 11
 KV0070  PID         -  KV0070
 KV0070  STATE/COUNTY-  NJ/UNION
 KV0070  COUNTRY     -  US
 KV0070  USGS QUAD   -  ELIZABETH (2016)
 KV0070
 KV0070                         *CURRENT SURVEY CONTROL
 KV0070  ______________________________________________________________________
 KV0070* NAD 83(1986) POSITION- 40 40 04.2    (N) 074 12 56.7    (W)   HD_HELD2
 KV0070* NAVD 88 ORTHO HEIGHT -     6.006 (meters)       19.70  (feet) ADJUSTED
 KV0070  ______________________________________________________________________
 KV0070  GEOID HEIGHT    -        -32.439 (meters)                     GEOID18
 KV0070  DYNAMIC HEIGHT  -          6.003 (meters)       19.69  (feet) COMP
 KV0070  MODELED GRAVITY -    980,217.8   (mgal)                       NAVD 88
 KV0070
 KV0070  VERT ORDER      -  FIRST     CLASS I
 KV0070
 KV0070.The horizontal coordinates were established by autonomous hand held GPS
 KV0070.observations and have an estimated accuracy of +/- 10 meters.
 KV0070
 KV0070.The orthometric height was determined by differential leveling and
 KV0070.adjusted by the NATIONAL GEODETIC SURVEY
 KV0070.in June 1991.
 KV0070
 KV0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0070.GEOID18 height accuracy estimate available here.
 KV0070
 KV0070.Click photographs - Photos may exist for this station.
 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       -   203,703.      174,033.      MT  (+/- 10 meters HH2 GPS)
 KV0070
 KV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6628602180(NAD 83)
 KV0070
 KV0070                          SUPERSEDED SURVEY CONTROL
 KV0070
 KV0070  NGVD 29 (04/16/92)    6.339  (m)           20.80   (f) ADJUSTED    1 1
 KV0070  NGVD 29 (??/??/87)    6.340  (m)           20.80   (f) SUPERSEDED  1 1
 KV0070
 KV0070.Superseded values are not recommended for survey control.
 KV0070
 KV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0070.See file dsdata.pdf to determine how the superseded data were derived.
 KV0070
 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_MARK LOGO: CGS
 KV0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0070+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2007
 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  HISTORY     - 20070923 GOOD             GEOCAC
 KV0070  HISTORY     - 20070927 GOOD             UE
 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.
 KV0070
 KV0070                          STATION RECOVERY (2007)
 KV0070
 KV0070'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0070'FOUND AS DESCRIBED.  DISK HAS BEEN PAINTED OVER, BUT IS STILL LEGIBLE.
 KV0070'
 KV0070
 KV0070                          STATION RECOVERY (2007)
 KV0070
 KV0070'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV0070'THE DISK AND THE STONE ABUTMENT HAD BEEN BOTH PAINTED WHITE. IT IS IN
 KV0070'PLAIN VIEW BUT VERY INCONSPICUOUS. IT IS ON THE EAST FACE OF THE WEST
 KV0070'ABUTMENT, 9.8 FEET WEST OF THE WEST CURB LINE OF NORTH BROAD STREET,
 KV0070'ABOUT MIDWAY BETWEEN THE NORTH AND SOUTH CORNERS OF THE EAST FACE OF
 KV0070'THE WEST ABUTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0149 ***********************************************************************
 KV0149  DESIGNATION -  M 12
 KV0149  PID         -  KV0149
 KV0149  STATE/COUNTY-  NJ/BERGEN
 KV0149  COUNTRY     -  US
 KV0149  USGS QUAD   -  HACKENSACK (2019)
 KV0149
 KV0149                         *CURRENT SURVEY CONTROL
 KV0149  ______________________________________________________________________
 KV0149* NAD 83(1986) POSITION- 40 55 29.10   (N) 074 05 24.27   (W)   HD_HELD1
 KV0149* NAVD 88 ORTHO HEIGHT -    16.405 (meters)       53.82  (feet) ADJUSTED
 KV0149  ______________________________________________________________________
 KV0149  GEOID HEIGHT    -        -32.007 (meters)                     GEOID18
 KV0149  DYNAMIC HEIGHT  -         16.399 (meters)       53.80  (feet) COMP
 KV0149  MODELED GRAVITY -    980,231.4   (mgal)                       NAVD 88
 KV0149
 KV0149  VERT ORDER      -  FIRST     CLASS II
 KV0149
 KV0149.The horizontal coordinates were determined by differentially corrected
 KV0149.hand held GPS observations or other comparable positioning techniques
 KV0149.and have an estimated accuracy of +/- 3 meters.
 KV0149
 KV0149.The orthometric height was determined by differential leveling and
 KV0149.adjusted by the NATIONAL GEODETIC SURVEY
 KV0149.in June 1991.
 KV0149
 KV0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0149.GEOID18 height accuracy estimate available here.
 KV0149
 KV0149.Click photographs - Photos may exist for this station.
 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       -   232,272.6     184,524.9     MT  (+/- 3 meters HH1 GPS) 
 KV0149
 KV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7661330802(NAD 83)
 KV0149
 KV0149                          SUPERSEDED SURVEY CONTROL
 KV0149
 KV0149  NGVD 29 (11/26/84)   16.711  (m)           54.83   (f) ADJUSTED    1 2
 KV0149
 KV0149.Superseded values are not recommended for survey control.
 KV0149
 KV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0149.See file dsdata.pdf to determine how the superseded data were derived.
 KV0149
 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 SUITABLE FOR
 KV0149+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2019
 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  HISTORY     - 20190507 GOOD             BOSWEL
 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.
 KV0149
 KV0149                          STATION RECOVERY (2019)
 KV0149
 KV0149'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (RRR)
 KV0149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0415 ***********************************************************************
 LY0415  DESIGNATION -  M 13
 LY0415  PID         -  LY0415
 LY0415  STATE/COUNTY-  NJ/MORRIS
 LY0415  COUNTRY     -  US
 LY0415  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0415
 LY0415                         *CURRENT SURVEY CONTROL
 LY0415  ______________________________________________________________________
 LY0415* NAD 83(1986) POSITION- 41 02 55.     (N) 074 26 40.     (W)   SCALED
 LY0415* NAVD 88 ORTHO HEIGHT -   236.799 (meters)      776.90  (feet) ADJUSTED
 LY0415  ______________________________________________________________________
 LY0415  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 LY0415  DYNAMIC HEIGHT  -        236.693 (meters)      776.55  (feet) COMP
 LY0415  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 LY0415
 LY0415  VERT ORDER      -  FIRST     CLASS II
 LY0415
 LY0415.The horizontal coordinates were scaled from a map and have
 LY0415.an estimated accuracy of +/- 6 seconds.
 LY0415
 LY0415.The orthometric height was determined by differential leveling and
 LY0415.adjusted by the NATIONAL GEODETIC SURVEY
 LY0415.in June 1991.
 LY0415
 LY0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0415.GEOID18 height accuracy estimate available here.
 LY0415
 LY0415.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL466443(NAD 83)
 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
 LY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0415.See file dsdata.pdf to determine how the superseded data were derived.
 LY0415
 LY0415_MARKER: DB = BENCH MARK DISK
 LY0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             CGS
 LY0415  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0415  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0415
 LY0415                          STATION DESCRIPTION
 LY0415
 LY0415'DESCRIBED BY COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0516 ***********************************************************************
 KV0516  DESIGNATION -  M 14
 KV0516  PID         -  KV0516
 KV0516  STATE/COUNTY-  NJ/BERGEN
 KV0516  COUNTRY     -  US
 KV0516  USGS QUAD   -  HACKENSACK (2019)
 KV0516
 KV0516                         *CURRENT SURVEY CONTROL
 KV0516  ______________________________________________________________________
 KV0516* NAD 83(1986) POSITION- 40 58 53.     (N) 074 07 14.     (W)   SCALED
 KV0516* NAVD 88 ORTHO HEIGHT -    43.573 (meters)      142.96  (feet) ADJUSTED
 KV0516  ______________________________________________________________________
 KV0516  GEOID HEIGHT    -        -32.042 (meters)                     GEOID18
 KV0516  DYNAMIC HEIGHT  -         43.555 (meters)      142.90  (feet) COMP
 KV0516  MODELED GRAVITY -    980,224.5   (mgal)                       NAVD 88
 KV0516
 KV0516  VERT ORDER      -  FIRST     CLASS II
 KV0516
 KV0516.The horizontal coordinates were scaled from a map and have
 KV0516.an estimated accuracy of +/- 6 seconds.
 KV0516
 KV0516.The orthometric height was determined by differential leveling and
 KV0516.adjusted by the NATIONAL GEODETIC SURVEY
 KV0516.in June 1991.
 KV0516
 KV0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0516.GEOID18 height accuracy estimate available here.
 KV0516
 KV0516.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL739370(NAD 83)
 KV0516
 KV0516                          SUPERSEDED SURVEY CONTROL
 KV0516
 KV0516  NGVD 29 (11/26/84)   43.881  (m)          143.97   (f) ADJUSTED    1 2
 KV0516
 KV0516.Superseded values are not recommended for survey control.
 KV0516
 KV0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0516.See file dsdata.pdf to determine how the superseded data were derived.
 KV0516
 KV0516_MARKER: DB = BENCH MARK DISK
 KV0516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0516_SP_SET: RAILING
 KV0516_STAMPING: M 14 1933
 KV0516_MARK LOGO: CGS
 KV0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0516+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV1277 ***********************************************************************
 KV1277  DESIGNATION -  M 15
 KV1277  PID         -  KV1277
 KV1277  STATE/COUNTY-  NJ/WARREN
 KV1277  COUNTRY     -  US
 KV1277  USGS QUAD   -  WASHINGTON (2016)
 KV1277
 KV1277                         *CURRENT SURVEY CONTROL
 KV1277  ______________________________________________________________________
 KV1277* NAD 83(1986) POSITION- 40 49 08.     (N) 074 52 35.     (W)   SCALED
 KV1277* NAVD 88 ORTHO HEIGHT -   180.280 (meters)      591.47  (feet) ADJUSTED
 KV1277  ______________________________________________________________________
 KV1277  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 KV1277  DYNAMIC HEIGHT  -        180.197 (meters)      591.20  (feet) COMP
 KV1277  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 KV1277
 KV1277  VERT ORDER      -  SECOND    CLASS 0
 KV1277
 KV1277.The horizontal coordinates were scaled from a map and have
 KV1277.an estimated accuracy of +/- 6 seconds.
 KV1277
 KV1277.The orthometric height was determined by differential leveling and
 KV1277.adjusted by the NATIONAL GEODETIC SURVEY
 KV1277.in September 1996.
 KV1277
 KV1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1277.GEOID18 height accuracy estimate available here.
 KV1277
 KV1277.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL104186(NAD 83)
 KV1277
 KV1277                          SUPERSEDED SURVEY CONTROL
 KV1277
 KV1277  NAVD 88 (06/15/91)  180.253  (m)          591.38   (f) SUPERSEDED  2 0
 KV1277  NGVD 29 (11/26/84)  180.470  (m)          592.09   (f) ADJUSTED    2 0
 KV1277
 KV1277.Superseded values are not recommended for survey control.
 KV1277
 KV1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1277.See file dsdata.pdf to determine how the superseded data were derived.
 KV1277
 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 = JULY 24, 2026 22:12:30 EDT
 KV1572 ***********************************************************************
 KV1572  DESIGNATION -  M 18
 KV1572  PID         -  KV1572
 KV1572  STATE/COUNTY-  NJ/WARREN
 KV1572  COUNTRY     -  US
 KV1572  USGS QUAD   -  PORTLAND (2019)
 KV1572
 KV1572                         *CURRENT SURVEY CONTROL
 KV1572  ______________________________________________________________________
 KV1572* NAD 83(1986) POSITION- 40 57 33.     (N) 075 01 15.     (W)   SCALED
 KV1572* NAVD 88 ORTHO HEIGHT -   143.819 (meters)      471.85  (feet) ADJUSTED
 KV1572  ______________________________________________________________________
 KV1572  GEOID HEIGHT    -        -33.242 (meters)                     GEOID18
 KV1572  DYNAMIC HEIGHT  -        143.755 (meters)      471.64  (feet) COMP
 KV1572  MODELED GRAVITY -    980,175.8   (mgal)                       NAVD 88
 KV1572
 KV1572  VERT ORDER      -  SECOND    CLASS 0
 KV1572
 KV1572.The horizontal coordinates were scaled from a map and have
 KV1572.an estimated accuracy of +/- 6 seconds.
 KV1572
 KV1572.The orthometric height was determined by differential leveling and
 KV1572.adjusted by the NATIONAL GEODETIC SURVEY
 KV1572.in June 1991.
 KV1572
 KV1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1572.GEOID18 height accuracy estimate available here.
 KV1572
 KV1572.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL982342(NAD 83)
 KV1572
 KV1572                          SUPERSEDED SURVEY CONTROL
 KV1572
 KV1572  NGVD 29 (11/26/84)  144.017  (m)          472.50   (f) ADJUSTED    2 0
 KV1572
 KV1572.Superseded values are not recommended for survey control.
 KV1572
 KV1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1572.See file dsdata.pdf to determine how the superseded data were derived.
 KV1572
 KV1572_MARKER: DB = BENCH MARK DISK
 KV1572_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV1572+WITH SETTING: PAVEMENT
 KV1572_SP_SET: SIGNAL MAST BASE
 KV1572_STAMPING: M 18 1935
 KV1572_MARK LOGO: CGS
 KV1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1572+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0985 ***********************************************************************
 KV0985  DESIGNATION -  M 2
 KV0985  PID         -  KV0985
 KV0985  STATE/COUNTY-  NJ/MERCER
 KV0985  COUNTRY     -  US
 KV0985  USGS QUAD   -  PRINCETON (2019)
 KV0985
 KV0985                         *CURRENT SURVEY CONTROL
 KV0985  ______________________________________________________________________
 KV0985* NAD 83(1986) POSITION- 40 20 35.     (N) 074 39 32.     (W)   SCALED
 KV0985* NAVD 88 ORTHO HEIGHT -    47.147 (meters)      154.68  (feet) ADJUSTED
 KV0985  ______________________________________________________________________
 KV0985  GEOID HEIGHT    -        -33.280 (meters)                     GEOID18
 KV0985  DYNAMIC HEIGHT  -         47.126 (meters)      154.61  (feet) COMP
 KV0985  MODELED GRAVITY -    980,163.5   (mgal)                       NAVD 88
 KV0985
 KV0985  VERT ORDER      -  FIRST     CLASS II
 KV0985
 KV0985.The horizontal coordinates were scaled from a map and have
 KV0985.an estimated accuracy of +/- 6 seconds.
 KV0985
 KV0985.The orthometric height was determined by differential leveling and
 KV0985.adjusted by the NATIONAL GEODETIC SURVEY
 KV0985.in April 1995.
 KV0985
 KV0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0985.GEOID18 height accuracy estimate available here.
 KV0985
 KV0985.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK289658(NAD 83)
 KV0985
 KV0985                          SUPERSEDED SURVEY CONTROL
 KV0985
 KV0985  NAVD 88 (??/??/92)   47.166  (m)          154.74   (f) SUPERSEDED  1 2
 KV0985  NGVD 29 (01/10/92)   47.478  (m)          155.77   (f) ADJUSTED    1 2
 KV0985  NGVD 29 (??/??/87)   47.497  (m)          155.83   (f) SUPERSEDED  1 2
 KV0985
 KV0985.Superseded values are not recommended for survey control.
 KV0985
 KV0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0985.See file dsdata.pdf to determine how the superseded data were derived.
 KV0985
 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 = JULY 24, 2026 22:12:30 EDT
 KV6449 ***********************************************************************
 KV6449  DESIGNATION -  M 2 RESET
 KV6449  PID         -  KV6449
 KV6449  STATE/COUNTY-  NJ/MERCER
 KV6449  COUNTRY     -  US
 KV6449  USGS QUAD   -  PRINCETON (2019)
 KV6449
 KV6449                         *CURRENT SURVEY CONTROL
 KV6449  ______________________________________________________________________
 KV6449* NAD 83(1986) POSITION- 40 20 34.     (N) 074 39 31.     (W)   SCALED
 KV6449* NAVD 88 ORTHO HEIGHT -    47.015 (meters)      154.25  (feet) ADJUSTED
 KV6449  ______________________________________________________________________
 KV6449  GEOID HEIGHT    -        -33.279 (meters)                     GEOID18
 KV6449  DYNAMIC HEIGHT  -         46.993 (meters)      154.18  (feet) COMP
 KV6449  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 KV6449
 KV6449  VERT ORDER      -  SECOND    CLASS I
 KV6449
 KV6449.The horizontal coordinates were scaled from a map and have
 KV6449.an estimated accuracy of +/- 6 seconds.
 KV6449
 KV6449.The orthometric height was determined by differential leveling and
 KV6449.adjusted by the NATIONAL GEODETIC SURVEY
 KV6449.in April 1995.
 KV6449
 KV6449.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6449.GEOID18 height accuracy estimate available here.
 KV6449
 KV6449.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK289658(NAD 83)
 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
 KV6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6449.See file dsdata.pdf to determine how the superseded data were derived.
 KV6449
 KV6449_MARKER: DD = SURVEY DISK
 KV6449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV0684 ***********************************************************************
 KV0684  DESIGNATION -  M 20
 KV0684  PID         -  KV0684
 KV0684  STATE/COUNTY-  NJ/ESSEX
 KV0684  COUNTRY     -  US
 KV0684  USGS QUAD   -  ORANGE (2016)
 KV0684
 KV0684                         *CURRENT SURVEY CONTROL
 KV0684  ______________________________________________________________________
 KV0684* NAD 83(1986) POSITION- 40 45 36.     (N) 074 12 30.     (W)   SCALED
 KV0684* NAVD 88 ORTHO HEIGHT -    55.728 (meters)      182.83  (feet) ADJUSTED
 KV0684  ______________________________________________________________________
 KV0684  GEOID HEIGHT    -        -32.400 (meters)                     GEOID18
 KV0684  DYNAMIC HEIGHT  -         55.705 (meters)      182.76  (feet) COMP
 KV0684  MODELED GRAVITY -    980,210.3   (mgal)                       NAVD 88
 KV0684
 KV0684  VERT ORDER      -  SECOND    CLASS 0
 KV0684
 KV0684.The horizontal coordinates were scaled from a map and have
 KV0684.an estimated accuracy of +/- 6 seconds.
 KV0684
 KV0684.The orthometric height was determined by differential leveling and
 KV0684.adjusted by the NATIONAL GEODETIC SURVEY
 KV0684.in June 1991.
 KV0684
 KV0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0684.GEOID18 height accuracy estimate available here.
 KV0684
 KV0684.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL668124(NAD 83)
 KV0684
 KV0684                          SUPERSEDED SURVEY CONTROL
 KV0684
 KV0684  NGVD 29 (11/26/84)   56.046  (m)          183.88   (f) ADJUSTED    2 0
 KV0684
 KV0684.Superseded values are not recommended for survey control.
 KV0684
 KV0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0684.See file dsdata.pdf to determine how the superseded data were derived.
 KV0684
 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 = JULY 24, 2026 22:12:30 EDT
 KV1250 ***********************************************************************
 KV1250  DESIGNATION -  M 22
 KV1250  PID         -  KV1250
 KV1250  STATE/COUNTY-  NJ/WARREN
 KV1250  COUNTRY     -  US
 KV1250  USGS QUAD   -  WASHINGTON (2016)
 KV1250
 KV1250                         *CURRENT SURVEY CONTROL
 KV1250  ______________________________________________________________________
 KV1250* NAD 83(1986) POSITION- 40 52 04.8    (N) 074 53 00.3    (W)   HD_HELD2
 KV1250* NAVD 88 ORTHO HEIGHT -   202.926 (meters)      665.77  (feet) ADJUSTED
 KV1250  ______________________________________________________________________
 KV1250  GEOID HEIGHT    -        -33.202 (meters)                     GEOID18
 KV1250  DYNAMIC HEIGHT  -        202.832 (meters)      665.46  (feet) COMP
 KV1250  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 KV1250
 KV1250  VERT ORDER      -  SECOND    CLASS 0
 KV1250
 KV1250.The horizontal coordinates were established by autonomous hand held GPS
 KV1250.observations and have an estimated accuracy of +/- 10 meters.
 KV1250
 KV1250.The orthometric height was determined by differential leveling and
 KV1250.adjusted by the NATIONAL GEODETIC SURVEY
 KV1250.in June 1991.
 KV1250
 KV1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1250.GEOID18 height accuracy estimate available here.
 KV1250
 KV1250.Click photographs - Photos may exist for this station.
 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       -   225,961.      117,680.      MT  (+/- 10 meters HH2 GPS)
 KV1250
 KV1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0982424110(NAD 83)
 KV1250
 KV1250                          SUPERSEDED SURVEY CONTROL
 KV1250
 KV1250  NGVD 29 (11/26/84)  203.139  (m)          666.47   (f) ADJUSTED    2 0
 KV1250
 KV1250.Superseded values are not recommended for survey control.
 KV1250
 KV1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1250.See file dsdata.pdf to determine how the superseded data were derived.
 KV1250
 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 = JULY 24, 2026 22:12:30 EDT
 KV1235 ***********************************************************************
 KV1235  DESIGNATION -  M 23
 KV1235  PID         -  KV1235
 KV1235  STATE/COUNTY-  NJ/WARREN
 KV1235  COUNTRY     -  US
 KV1235  USGS QUAD   -  BLAIRSTOWN (2019)
 KV1235
 KV1235                         *CURRENT SURVEY CONTROL
 KV1235  ______________________________________________________________________
 KV1235* NAD 83(1986) POSITION- 40 53 02.     (N) 074 59 07.     (W)   SCALED
 KV1235* NAVD 88 ORTHO HEIGHT -   141.680 (meters)      464.83  (feet) ADJUSTED
 KV1235  ______________________________________________________________________
 KV1235  GEOID HEIGHT    -        -33.335 (meters)                     GEOID18
 KV1235  DYNAMIC HEIGHT  -        141.616 (meters)      464.62  (feet) COMP
 KV1235  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 KV1235
 KV1235  VERT ORDER      -  SECOND    CLASS 0
 KV1235
 KV1235.The horizontal coordinates were scaled from a map and have
 KV1235.an estimated accuracy of +/- 6 seconds.
 KV1235
 KV1235.The orthometric height was determined by differential leveling and
 KV1235.adjusted by the NATIONAL GEODETIC SURVEY
 KV1235.in June 1991.
 KV1235
 KV1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1235.GEOID18 height accuracy estimate available here.
 KV1235
 KV1235.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL012258(NAD 83)
 KV1235
 KV1235                          SUPERSEDED SURVEY CONTROL
 KV1235
 KV1235  NGVD 29 (11/26/84)  141.885  (m)          465.50   (f) ADJUSTED    2 0
 KV1235
 KV1235.Superseded values are not recommended for survey control.
 KV1235
 KV1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1235.See file dsdata.pdf to determine how the superseded data were derived.
 KV1235
 KV1235_MARKER: DB = BENCH MARK DISK
 KV1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1235_STAMPING: M 23 1942
 KV1235_MARK LOGO: CGS
 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  HISTORY     - 20210628 MARK NOT FOUND   NJGS
 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.
 KV1235
 KV1235                          STATION RECOVERY (2021)
 KV1235
 KV1235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1235'TIES PLACE MARK UNDER PAVED DRIVE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1292 ***********************************************************************
 KV1292  DESIGNATION -  M 24
 KV1292  PID         -  KV1292
 KV1292  STATE/COUNTY-  NJ/MORRIS
 KV1292  COUNTRY     -  US
 KV1292  USGS QUAD   -  STANHOPE (2016)
 KV1292
 KV1292                         *CURRENT SURVEY CONTROL
 KV1292  ______________________________________________________________________
 KV1292* NAD 83(1986) POSITION- 40 53 18.     (N) 074 41 52.     (W)   SCALED
 KV1292* NAVD 88 ORTHO HEIGHT -   322.361 (meters)     1057.61  (feet) ADJUSTED
 KV1292  ______________________________________________________________________
 KV1292  GEOID HEIGHT    -        -32.860 (meters)                     GEOID18
 KV1292  DYNAMIC HEIGHT  -        322.213 (meters)     1057.13  (feet) COMP
 KV1292  MODELED GRAVITY -    980,154.6   (mgal)                       NAVD 88
 KV1292
 KV1292  VERT ORDER      -  SECOND    CLASS 0
 KV1292
 KV1292.The horizontal coordinates were scaled from a map and have
 KV1292.an estimated accuracy of +/- 6 seconds.
 KV1292
 KV1292.The orthometric height was determined by differential leveling and
 KV1292.adjusted by the NATIONAL GEODETIC SURVEY
 KV1292.in June 1991.
 KV1292
 KV1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1292.GEOID18 height accuracy estimate available here.
 KV1292
 KV1292.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL254264(NAD 83)
 KV1292
 KV1292                          SUPERSEDED SURVEY CONTROL
 KV1292
 KV1292  NGVD 29 (11/26/84)  322.577  (m)         1058.32   (f) ADJUSTED    2 0
 KV1292
 KV1292.Superseded values are not recommended for survey control.
 KV1292
 KV1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1292.See file dsdata.pdf to determine how the superseded data were derived.
 KV1292
 KV1292_MARKER: DB = BENCH MARK DISK
 KV1292_SETTING: 80 = SET IN A BOULDER
 KV1292_STAMPING: M 24 1942
 KV1292_MARK LOGO: CGS
 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  HISTORY     - 20210617 MARK NOT FOUND   NJGS
 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.
 KV1292
 KV1292                          STATION RECOVERY (2021)
 KV1292
 KV1292'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1292'THIS AREA HAS GONE UNDER SEVERAL IMPROVEMENTS, TIES INSUFFICIENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1290 ***********************************************************************
 KV1290  DESIGNATION -  M 25
 KV1290  PID         -  KV1290
 KV1290  STATE/COUNTY-  NJ/MORRIS
 KV1290  COUNTRY     -  US
 KV1290  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1290
 KV1290                         *CURRENT SURVEY CONTROL
 KV1290  ______________________________________________________________________
 KV1290* NAD 83(1986) POSITION- 40 46 58.     (N) 074 49 55.     (W)   SCALED
 KV1290* NAVD 88 ORTHO HEIGHT -   286.957 (meters)      941.46  (feet) ADJUSTED
 KV1290  ______________________________________________________________________
 KV1290  GEOID HEIGHT    -        -33.237 (meters)                     GEOID18
 KV1290  DYNAMIC HEIGHT  -        286.820 (meters)      941.01  (feet) COMP
 KV1290  MODELED GRAVITY -    980,139.4   (mgal)                       NAVD 88
 KV1290
 KV1290  VERT ORDER      -  SECOND    CLASS 0
 KV1290
 KV1290.The horizontal coordinates were scaled from a map and have
 KV1290.an estimated accuracy of +/- 6 seconds.
 KV1290
 KV1290.The orthometric height was determined by differential leveling and
 KV1290.adjusted by the NATIONAL GEODETIC SURVEY
 KV1290.in June 1991.
 KV1290
 KV1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1290.GEOID18 height accuracy estimate available here.
 KV1290
 KV1290.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL141146(NAD 83)
 KV1290
 KV1290                          SUPERSEDED SURVEY CONTROL
 KV1290
 KV1290  NGVD 29 (11/26/84)  287.181  (m)          942.19   (f) ADJUSTED    2 0
 KV1290
 KV1290.Superseded values are not recommended for survey control.
 KV1290
 KV1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1290.See file dsdata.pdf to determine how the superseded data were derived.
 KV1290
 KV1290_MARKER: DB = BENCH MARK DISK
 KV1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1290_STAMPING: M 25 1942
 KV1290_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1172 ***********************************************************************
 KV1172  DESIGNATION -  M 26
 KV1172  PID         -  KV1172
 KV1172  STATE/COUNTY-  NJ/SOMERSET
 KV1172  COUNTRY     -  US
 KV1172  USGS QUAD   -  BOUND BROOK (2019)
 KV1172
 KV1172                         *CURRENT SURVEY CONTROL
 KV1172  ______________________________________________________________________
 KV1172* NAD 83(1986) POSITION- 40 33 40.08   (N) 074 31 39.34   (W)   HD_HELD1
 KV1172* NAVD 88 ORTHO HEIGHT -    11.928 (meters)       39.13  (feet) ADJUSTED
 KV1172  ______________________________________________________________________
 KV1172  GEOID HEIGHT    -        -33.160 (meters)                     GEOID18
 KV1172  DYNAMIC HEIGHT  -         11.923 (meters)       39.12  (feet) COMP
 KV1172  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 KV1172
 KV1172  VERT ORDER      -  FIRST     CLASS II
 KV1172
 KV1172.The horizontal coordinates were determined by differentially corrected
 KV1172.hand held GPS observations or other comparable positioning techniques
 KV1172.and have an estimated accuracy of +/- 3 meters.
 KV1172
 KV1172.The orthometric height was determined by differential leveling and
 KV1172.adjusted by the NATIONAL GEODETIC SURVEY
 KV1172.in June 1991.
 KV1172
 KV1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1172.GEOID18 height accuracy estimate available here.
 KV1172
 KV1172.Click photographs - Photos may exist for this station.
 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       -   191,816.8     147,663.2     MT  (+/- 3 meters HH1 GPS) 
 KV1172
 KV1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3999290147(NAD 83)
 KV1172
 KV1172                          SUPERSEDED SURVEY CONTROL
 KV1172
 KV1172  NGVD 29 (01/10/92)   12.204  (m)           40.04   (f) ADJUSTED    1 2
 KV1172  NGVD 29 (??/??/87)   12.211  (m)           40.06   (f) SUPERSEDED  1 2
 KV1172
 KV1172.Superseded values are not recommended for survey control.
 KV1172
 KV1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1172.See file dsdata.pdf to determine how the superseded data were derived.
 KV1172
 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_MARK LOGO: CGS
 KV1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1172+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2016
 KV1172
 KV1172  HISTORY     - Date     Condition        Report By
 KV1172  HISTORY     - 1942     MONUMENTED       CGS
 KV1172  HISTORY     - 1978     GOOD             NGS
 KV1172  HISTORY     - 20130302 GOOD             USACE
 KV1172  HISTORY     - 20160930 GOOD             INDIV
 KV1172  HISTORY     - 20161213 GOOD             PBCONS
 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.
 KV1172
 KV1172                          STATION RECOVERY (2013)
 KV1172
 KV1172'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (MS)
 KV1172'RECOVERED AS DESCRIBED
 KV1172
 KV1172                          STATION RECOVERY (2016)
 KV1172
 KV1172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (KML)
 KV1172'RECOVERED AS DESCRIBED. SUITABLE FOR GPS, KEYNET RTN COORDS
 KV1172'N40-33-40.085 W074-31-39.336
 KV1172
 KV1172                          STATION RECOVERY (2016)
 KV1172
 KV1172'RECOVERY NOTE BY PARSONS BRINCKERHOFF CONSTRUCTION 2016 (MJB)
 KV1172'ON RAILROAD RIGHT OF WAY
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1371 ***********************************************************************
 KV1371  DESIGNATION -  M 27
 KV1371  PID         -  KV1371
 KV1371  STATE/COUNTY-  NJ/HUNTERDON
 KV1371  COUNTRY     -  US
 KV1371  USGS QUAD   -  PITTSTOWN (2019)
 KV1371
 KV1371                         *CURRENT SURVEY CONTROL
 KV1371  ______________________________________________________________________
 KV1371* NAD 83(1986) POSITION- 40 30 24.     (N) 074 52 53.     (W)   SCALED
 KV1371* NAVD 88 ORTHO HEIGHT -    80.956 (meters)      265.60  (feet) ADJUSTED
 KV1371  ______________________________________________________________________
 KV1371  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 KV1371  DYNAMIC HEIGHT  -         80.917 (meters)      265.48  (feet) COMP
 KV1371  MODELED GRAVITY -    980,148.7   (mgal)                       NAVD 88
 KV1371
 KV1371  VERT ORDER      -  SECOND    CLASS 0
 KV1371
 KV1371.The horizontal coordinates were scaled from a map and have
 KV1371.an estimated accuracy of +/- 6 seconds.
 KV1371
 KV1371.The orthometric height was determined by differential leveling and
 KV1371.adjusted by the NATIONAL GEODETIC SURVEY
 KV1371.in June 1991.
 KV1371
 KV1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1371.GEOID18 height accuracy estimate available here.
 KV1371
 KV1371.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK100840(NAD 83)
 KV1371
 KV1371                          SUPERSEDED SURVEY CONTROL
 KV1371
 KV1371  NGVD 29 (11/26/84)   81.199  (m)          266.40   (f) ADJUSTED    2 0
 KV1371
 KV1371.Superseded values are not recommended for survey control.
 KV1371
 KV1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1371.See file dsdata.pdf to determine how the superseded data were derived.
 KV1371
 KV1371_MARKER: DB = BENCH MARK DISK
 KV1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1371_STAMPING: M 27 1942
 KV1371_MARK LOGO: CGS
 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  HISTORY     - 20100401 MARK NOT FOUND   NJGS
 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.
 KV1371
 KV1371                          STATION RECOVERY (2010)
 KV1371
 KV1371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV1371'TIES ARE NO LONGER VALID.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1206 ***********************************************************************
 KV1206  DESIGNATION -  M 28
 KV1206  PID         -  KV1206
 KV1206  STATE/COUNTY-  NJ/HUNTERDON
 KV1206  COUNTRY     -  US
 KV1206  USGS QUAD   -  HIGH BRIDGE (2016)
 KV1206
 KV1206                         *CURRENT SURVEY CONTROL
 KV1206  ______________________________________________________________________
 KV1206* NAD 83(1986) POSITION- 40 42 07.6    (N) 074 56 31.9    (W)   HD_HELD2
 KV1206* NAVD 88 ORTHO HEIGHT -   147.768 (meters)      484.80  (feet) ADJUSTED
 KV1206  ______________________________________________________________________
 KV1206  GEOID HEIGHT    -        -33.583 (meters)                     GEOID18
 KV1206  DYNAMIC HEIGHT  -        147.700 (meters)      484.58  (feet) COMP
 KV1206  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 KV1206
 KV1206  VERT ORDER      -  FIRST     CLASS II
 KV1206
 KV1206.The horizontal coordinates were established by autonomous hand held GPS
 KV1206.observations and have an estimated accuracy of +/- 10 meters.
 KV1206
 KV1206.The orthometric height was determined by differential leveling and
 KV1206.adjusted by the NATIONAL GEODETIC SURVEY
 KV1206.in June 1991.
 KV1206
 KV1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1206.GEOID18 height accuracy estimate available here.
 KV1206
 KV1206.Click photographs - Photos may exist for this station.
 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       -   207,564.      112,633.      MT  (+/- 10 meters HH2 GPS)
 KV1206
 KV1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0488305691(NAD 83)
 KV1206
 KV1206                          SUPERSEDED SURVEY CONTROL
 KV1206
 KV1206  NGVD 29 (11/26/84)  147.994  (m)          485.54   (f) ADJUSTED    1 2
 KV1206
 KV1206.Superseded values are not recommended for survey control.
 KV1206
 KV1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1206.See file dsdata.pdf to determine how the superseded data were derived.
 KV1206
 KV1206_MARKER: DB = BENCH MARK DISK
 KV1206_SETTING: 66 = SET IN ROCK OUTCROP
 KV1206_STAMPING: M 28 1942
 KV1206_MARK LOGO: CGS
 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 - February 11, 2007
 KV1206
 KV1206  HISTORY     - Date     Condition        Report By
 KV1206  HISTORY     - 1942     MONUMENTED       CGS
 KV1206  HISTORY     - 20030408 GOOD             INDIV
 KV1206  HISTORY     - 20070211 GOOD             GEOCAC
 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.
 KV1206
 KV1206                          STATION RECOVERY (2007)
 KV1206
 KV1206'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV1206'EAST OF MAIN STREET IN GLEN GARDNER, MIDWAY BETWEEN BRIDGE OVER WEST
 KV1206'HILL ROAD, AND GRADE CROSSING AT BELL AVENUE. NORTHEAST OF TRACKS IN
 KV1206'ROCK CUT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1380 ***********************************************************************
 KV1380  DESIGNATION -  M 29
 KV1380  PID         -  KV1380
 KV1380  STATE/COUNTY-  NJ/HUNTERDON
 KV1380  COUNTRY     -  US
 KV1380  USGS QUAD   -  FLEMINGTON (2019)
 KV1380
 KV1380                         *CURRENT SURVEY CONTROL
 KV1380  ______________________________________________________________________
 KV1380* NAD 83(2011) POSITION- 40 32 38.14055(N) 074 49 38.14460(W)   ADJUSTED
 KV1380* NAD 83(2011) ELLIP HT-    23.403 (meters)        (06/27/12)   ADJUSTED
 KV1380* NAD 83(2011) EPOCH   -  2010.00
 KV1380* NAVD 88 ORTHO HEIGHT -    57.145 (meters)      187.48  (feet) ADJUSTED
 KV1380  ______________________________________________________________________
 KV1380  GEOID HEIGHT    -        -33.729 (meters)                     GEOID18
 KV1380  NAD 83(2011) X  -  1,270,354.459 (meters)                     COMP
 KV1380  NAD 83(2011) Y  - -4,684,489.593 (meters)                     COMP
 KV1380  NAD 83(2011) Z  -  4,124,083.119 (meters)                     COMP
 KV1380  LAPLACE CORR    -          3.45  (seconds)                    DEFLEC18
 KV1380  DYNAMIC HEIGHT  -         57.119 (meters)      187.40  (feet) COMP
 KV1380  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 KV1380
 KV1380  VERT ORDER      -  SECOND    CLASS 0
 KV1380
 KV1380  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV1380  Standards:
 KV1380         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV1380            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV1380  -------------------------------------------------------------------
 KV1380  NETWORK    1.39   2.74           0.60   0.53   1.40      0.10428539
 KV1380  -------------------------------------------------------------------
 KV1380  Click here for local accuracies and other accuracy information.
 KV1380
 KV1380.The horizontal coordinates were established by GPS observations
 KV1380.and adjusted by the National Geodetic Survey in June 2012.
 KV1380
 KV1380.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV1380.been affixed to the stable North American tectonic plate. See 
 KV1380.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV1380
 KV1380.The horizontal coordinates are valid at the epoch date displayed above
 KV1380.which is a decimal equivalence of Year/Month/Day.
 KV1380
 KV1380.The orthometric height was determined by differential leveling and
 KV1380.adjusted by the NATIONAL GEODETIC SURVEY
 KV1380.in June 1991.
 KV1380
 KV1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1380.GEOID18 height accuracy estimate available here.
 KV1380
 KV1380.Click photographs - Photos may exist for this station.
 KV1380
 KV1380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1380
 KV1380.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV1380
 KV1380.The ellipsoidal height was determined by GPS observations
 KV1380.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV1380
 KV1380;                    North         East     Units Scale Factor Converg.
 KV1380;SPC NJ       -   189,957.513   122,279.551   MT  0.99990946   -0 12 45.8
 KV1380;SPC NJ       -   623,218.94    401,178.83   sFT  0.99990946   -0 12 45.8
 KV1380;UTM  18      - 4,488,145.076   514,627.176   MT  0.99960263   +0 06 44.2
 KV1380
 KV1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1380!SPC NJ       -   0.99999633  x   0.99990946  =   0.99990579
 KV1380!UTM  18      -   0.99999633  x   0.99960263  =   0.99959896
 KV1380
 KV1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1462788145(NAD 83)
 KV1380
 KV1380                          SUPERSEDED SURVEY CONTROL
 KV1380
 KV1380  NAD 83(2007)-  40 32 38.14079(N)    074 49 38.14544(W) AD(2002.00) 0
 KV1380  ELLIP H (02/10/07)   23.411  (m)                       GP(2002.00)    
 KV1380  ELLIP H (10/23/02)   23.425  (m)                       GP(       ) 4 1
 KV1380  NAD 83(1996)-  40 32 38.14108(N)    074 49 38.14549(W) AD(       ) 2
 KV1380  ELLIP H (05/14/99)   23.435  (m)                       GP(       ) 4 1
 KV1380  NAD 83(1986)-  40 32 38.14092(N)    074 49 38.14787(W) AD(       ) 2
 KV1380  NGVD 29              57.39   (m)          188.3    (f) LEVELING    3  
 KV1380  NGVD 29 (11/26/84)   57.391  (m)          188.29   (f) ADJUSTED    2 0
 KV1380
 KV1380.Superseded values are not recommended for survey control.
 KV1380
 KV1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1380.See file dsdata.pdf to determine how the superseded data were derived.
 KV1380
 KV1380_STAMPING: M 29 1942
 KV1380_MARK LOGO: CGS
 KV1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1380+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 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  HISTORY     - 20070605 GOOD             AASCO
 KV1380  HISTORY     - 20150408 POOR             INDIV
 KV1380  HISTORY     - 20190918 MARK NOT FOUND   NJGS
 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.
 KV1380
 KV1380                          STATION RECOVERY (2007)
 KV1380
 KV1380'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (CAS)
 KV1380'RECOVERED IN GOOD CONDITION.
 KV1380
 KV1380                          STATION RECOVERY (2015)
 KV1380
 KV1380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RGW)
 KV1380'LOCATION IS AS DESCRIPED. CONCRETE POST WAS RECOVERED BUT DISK IS
 KV1380'MISSING. IT APPEARS TO HAVE BEEN HIT BY LAWN MOWER
 KV1380
 KV1380                          STATION RECOVERY (2019)
 KV1380
 KV1380'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1380'THE CONCRETE POST WAS FOUND BROKEN AND THE DISK WAS MISSING.  REPORT
 KV1380'BY FRANCIS ANDRASCIK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0544 ***********************************************************************
 JU0544  DESIGNATION -  M 3
 JU0544  PID         -  JU0544
 JU0544  STATE/COUNTY-  NJ/CAMDEN
 JU0544  COUNTRY     -  US
 JU0544  USGS QUAD   -  CLEMENTON (2019)
 JU0544
 JU0544                         *CURRENT SURVEY CONTROL
 JU0544  ______________________________________________________________________
 JU0544* NAD 83(1986) POSITION- 39 46 43.     (N) 074 57 15.     (W)   SCALED
 JU0544* NAVD 88 ORTHO HEIGHT -    43.172 (meters)      141.64  (feet) ADJUSTED
 JU0544  ______________________________________________________________________
 JU0544  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 JU0544  DYNAMIC HEIGHT  -         43.152 (meters)      141.57  (feet) COMP
 JU0544  MODELED GRAVITY -    980,153.3   (mgal)                       NAVD 88
 JU0544
 JU0544  VERT ORDER      -  FIRST     CLASS I
 JU0544
 JU0544.The horizontal coordinates were scaled from a map and have
 JU0544.an estimated accuracy of +/- 6 seconds.
 JU0544
 JU0544.The orthometric height was determined by differential leveling and
 JU0544.adjusted by the NATIONAL GEODETIC SURVEY
 JU0544.in June 1991.
 JU0544
 JU0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0544.GEOID18 height accuracy estimate available here.
 JU0544
 JU0544.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK039031(NAD 83)
 JU0544
 JU0544                          SUPERSEDED SURVEY CONTROL
 JU0544
 JU0544  NGVD 29 (11/26/84)   43.529  (m)          142.81   (f) ADJUSTED    1 1
 JU0544
 JU0544.Superseded values are not recommended for survey control.
 JU0544
 JU0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0544.See file dsdata.pdf to determine how the superseded data were derived.
 JU0544
 JU0544_MARKER: DB = BENCH MARK DISK
 JU0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0544_STAMPING: 142.864 M 3 1924
 JU0544_MARK LOGO: CGS
 JU0544_PROJECTION: RECESSED 25 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0775 ***********************************************************************
 LY0775  DESIGNATION -  M 30
 LY0775  PID         -  LY0775
 LY0775  STATE/COUNTY-  NJ/SUSSEX
 LY0775  COUNTRY     -  US
 LY0775  USGS QUAD   -  NEWTON WEST (2019)
 LY0775
 LY0775                         *CURRENT SURVEY CONTROL
 LY0775  ______________________________________________________________________
 LY0775* NAD 83(2011) POSITION- 41 06 12.25091(N) 074 48 48.60278(W)   ADJUSTED
 LY0775* NAD 83(2011) ELLIP HT-   236.874 (meters)        (06/27/12)   ADJUSTED
 LY0775* NAD 83(2011) EPOCH   -  2010.00
 LY0775* NAVD 88 ORTHO HEIGHT -   269.563 (meters)      884.39  (feet) ADJUSTED
 LY0775  ______________________________________________________________________
 LY0775  GEOID HEIGHT    -        -32.739 (meters)                     GEOID18
 LY0775  NAD 83(2011) X  -  1,260,881.754 (meters)                     COMP
 LY0775  NAD 83(2011) Y  - -4,645,141.542 (meters)                     COMP
 LY0775  NAD 83(2011) Z  -  4,171,238.766 (meters)                     COMP
 LY0775  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 LY0775  DYNAMIC HEIGHT  -        269.445 (meters)      884.00  (feet) COMP
 LY0775  MODELED GRAVITY -    980,179.4   (mgal)                       NAVD 88
 LY0775
 LY0775  VERT ORDER      -  SECOND    CLASS 0
 LY0775
 LY0775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY0775  Standards:
 LY0775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY0775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY0775  -------------------------------------------------------------------
 LY0775  NETWORK    0.81   1.57           0.34   0.32   0.80      0.17822779
 LY0775  -------------------------------------------------------------------
 LY0775  Click here for local accuracies and other accuracy information.
 LY0775
 LY0775.The horizontal coordinates were established by GPS observations
 LY0775.and adjusted by the National Geodetic Survey in June 2012.
 LY0775
 LY0775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY0775.been affixed to the stable North American tectonic plate. See 
 LY0775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY0775
 LY0775.The horizontal coordinates are valid at the epoch date displayed above
 LY0775.which is a decimal equivalence of Year/Month/Day.
 LY0775
 LY0775.The orthometric height was determined by differential leveling and
 LY0775.adjusted by the NATIONAL GEODETIC SURVEY
 LY0775.in June 1991.
 LY0775
 LY0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0775.GEOID18 height accuracy estimate available here.
 LY0775
 LY0775.Click photographs - Photos may exist for this station.
 LY0775
 LY0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0775
 LY0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY0775
 LY0775.The ellipsoidal height was determined by GPS observations
 LY0775.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 LY0775
 LY0775;                    North         East     Units Scale Factor Converg.
 LY0775;SPC NJ       -   252,077.192   123,667.435   MT  0.99990853   -0 12 22.0
 LY0775;SPC NJ       -   827,023.25    405,732.24   sFT  0.99990853   -0 12 22.0
 LY0775;UTM  18      - 4,550,252.638   515,660.336   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1566050252(NAD 83)
 LY0775
 LY0775                          SUPERSEDED SURVEY CONTROL
 LY0775
 LY0775  NAD 83(2007)-  41 06 12.25113(N)    074 48 48.60370(W) AD(2002.00) 0
 LY0775  ELLIP H (02/10/07)  236.885  (m)                       GP(2002.00)    
 LY0775  ELLIP H (10/23/02)  236.868  (m)                       GP(       ) 4 1
 LY0775  NAD 83(1996)-  41 06 12.25117(N)    074 48 48.60369(W) AD(       ) 1
 LY0775  ELLIP H (05/14/99)  236.877  (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             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
 LY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0775.See file dsdata.pdf to determine how the superseded data were derived.
 LY0775
 LY0775_MARKER: DB = BENCH MARK DISK
 LY0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20120904 MARK NOT FOUND   AEROME
 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
 LY0775
 LY0775                          STATION RECOVERY (2012)
 LY0775
 LY0775'RECOVERY NOTE BY AERO METRIC INC 2012 (MB)
 LY0775'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0840 ***********************************************************************
 LY0840  DESIGNATION -  M 32
 LY0840  PID         -  LY0840
 LY0840  STATE/COUNTY-  NJ/SUSSEX
 LY0840  COUNTRY     -  US
 LY0840  USGS QUAD   -  HAMBURG (2019)
 LY0840
 LY0840                         *CURRENT SURVEY CONTROL
 LY0840  ______________________________________________________________________
 LY0840* NAD 83(1986) POSITION- 41 08 58.     (N) 074 34 28.     (W)   SCALED
 LY0840* NAVD 88 ORTHO HEIGHT -   148.668 (meters)      487.75  (feet) ADJUSTED
 LY0840  ______________________________________________________________________
 LY0840  GEOID HEIGHT    -        -32.452 (meters)                     GEOID18
 LY0840  DYNAMIC HEIGHT  -        148.605 (meters)      487.55  (feet) COMP
 LY0840  MODELED GRAVITY -    980,197.8   (mgal)                       NAVD 88
 LY0840
 LY0840  VERT ORDER      -  SECOND    CLASS 0
 LY0840
 LY0840.The horizontal coordinates were scaled from a map and have
 LY0840.an estimated accuracy of +/- 6 seconds.
 LY0840
 LY0840.The orthometric height was determined by differential leveling and
 LY0840.adjusted by the NATIONAL GEODETIC SURVEY
 LY0840.in June 1991.
 LY0840
 LY0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0840.GEOID18 height accuracy estimate available here.
 LY0840
 LY0840.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL357554(NAD 83)
 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
 LY0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0840.See file dsdata.pdf to determine how the superseded data were derived.
 LY0840
 LY0840_MARKER: DB = BENCH MARK DISK
 LY0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0840_SP_SET: BRIDGE
 LY0840_STAMPING: M 32 1942
 LY0840_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0818 ***********************************************************************
 LY0818  DESIGNATION -  M 34
 LY0818  PID         -  LY0818
 LY0818  STATE/COUNTY-  NJ/SUSSEX
 LY0818  COUNTRY     -  US
 LY0818  USGS QUAD   -  BRANCHVILLE (2019)
 LY0818
 LY0818                         *CURRENT SURVEY CONTROL
 LY0818  ______________________________________________________________________
 LY0818* NAD 83(1986) POSITION- 41 13 56.     (N) 074 41 11.     (W)   SCALED
 LY0818* NAVD 88 ORTHO HEIGHT -   297.315 (meters)      975.44  (feet) ADJUSTED
 LY0818  ______________________________________________________________________
 LY0818  GEOID HEIGHT    -        -32.373 (meters)                     GEOID18
 LY0818  DYNAMIC HEIGHT  -        297.185 (meters)      975.01  (feet) COMP
 LY0818  MODELED GRAVITY -    980,181.2   (mgal)                       NAVD 88
 LY0818
 LY0818  VERT ORDER      -  SECOND    CLASS 0
 LY0818
 LY0818.The horizontal coordinates were scaled from a map and have
 LY0818.an estimated accuracy of +/- 6 seconds.
 LY0818
 LY0818.The orthometric height was determined by differential leveling and
 LY0818.adjusted by the NATIONAL GEODETIC SURVEY
 LY0818.in June 1991.
 LY0818
 LY0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0818.GEOID18 height accuracy estimate available here.
 LY0818
 LY0818.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL262645(NAD 83)
 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
 LY0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0818.See file dsdata.pdf to determine how the superseded data were derived.
 LY0818
 LY0818_MARKER: DB = BENCH MARK DISK
 LY0818_SETTING: 80 = SET IN A BOULDER
 LY0818_STAMPING: M 34 1942
 LY0818_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0810 ***********************************************************************
 LY0810  DESIGNATION -  M 35
 LY0810  PID         -  LY0810
 LY0810  STATE/COUNTY-  NJ/SUSSEX
 LY0810  COUNTRY     -  US
 LY0810  USGS QUAD   -  NEWTON EAST (2019)
 LY0810
 LY0810                         *CURRENT SURVEY CONTROL
 LY0810  ______________________________________________________________________
 LY0810* NAD 83(1986) POSITION- 41 06 23.     (N) 074 41 58.     (W)   SCALED
 LY0810* NAVD 88 ORTHO HEIGHT -   154.469 (meters)      506.79  (feet) ADJUSTED
 LY0810  ______________________________________________________________________
 LY0810  GEOID HEIGHT    -        -32.649 (meters)                     GEOID18
 LY0810  DYNAMIC HEIGHT  -        154.403 (meters)      506.57  (feet) COMP
 LY0810  MODELED GRAVITY -    980,192.9   (mgal)                       NAVD 88
 LY0810
 LY0810  VERT ORDER      -  SECOND    CLASS 0
 LY0810
 LY0810.The horizontal coordinates were scaled from a map and have
 LY0810.an estimated accuracy of +/- 6 seconds.
 LY0810
 LY0810.The orthometric height was determined by differential leveling and
 LY0810.adjusted by the NATIONAL GEODETIC SURVEY
 LY0810.in June 1991.
 LY0810
 LY0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0810.GEOID18 height accuracy estimate available here.
 LY0810
 LY0810.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL252506(NAD 83)
 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
 LY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0810.See file dsdata.pdf to determine how the superseded data were derived.
 LY0810
 LY0810_MARKER: DB = BENCH MARK DISK
 LY0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0810_SP_SET: BRIDGE
 LY0810_STAMPING: M 35 1942
 LY0810_MARK LOGO: CGS
 LY0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0810
 LY0810  HISTORY     - Date     Condition        Report By
 LY0810  HISTORY     - 1942     MONUMENTED       CGS
 LY0810  HISTORY     - 1951     GOOD             CGS
 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0743 ***********************************************************************
 KV0743  DESIGNATION -  M 36
 KV0743  PID         -  KV0743
 KV0743  STATE/COUNTY-  NJ/MONMOUTH
 KV0743  COUNTRY     -  US
 KV0743  USGS QUAD   -  KEYPORT (2016)
 KV0743
 KV0743                         *CURRENT SURVEY CONTROL
 KV0743  ______________________________________________________________________
 KV0743* NAD 83(1986) POSITION- 40 26 36.26   (N) 074 09 19.61   (W)   HD_HELD1
 KV0743* NAVD 88 ORTHO HEIGHT -     3.422 (meters)       11.23  (feet) ADJUSTED
 KV0743  ______________________________________________________________________
 KV0743  GEOID HEIGHT    -        -32.345 (meters)                     GEOID18
 KV0743  DYNAMIC HEIGHT  -          3.421 (meters)       11.22  (feet) COMP
 KV0743  MODELED GRAVITY -    980,222.9   (mgal)                       NAVD 88
 KV0743
 KV0743  VERT ORDER      -  FIRST     CLASS II
 KV0743
 KV0743.The horizontal coordinates were determined by differentially corrected
 KV0743.hand held GPS observations or other comparable positioning techniques
 KV0743.and have an estimated accuracy of +/- 3 meters.
 KV0743
 KV0743.The orthometric height was determined by differential leveling and
 KV0743.adjusted by the NATIONAL GEODETIC SURVEY
 KV0743.in July 2020.
 KV0743
 KV0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0743.GEOID18 height accuracy estimate available here.
 KV0743
 KV0743.Click photographs - Photos may exist for this station.
 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       -   178,801.8     179,228.6     MT  (+/- 3 meters HH1 GPS) 
 KV0743
 KV0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7162277315(NAD 83)
 KV0743
 KV0743                          SUPERSEDED SURVEY CONTROL
 KV0743
 KV0743  NAVD 88 (03/01/01)    3.432  (m)           11.26   (f) SUPERSEDED  1 2
 KV0743  NAVD 88 (06/15/91)    3.442  (m)           11.29   (f) SUPERSEDED  1 2
 KV0743  NGVD 29 (04/16/92)    3.713  (m)           12.18   (f) ADJUSTED    1 2
 KV0743  NGVD 29 (??/??/87)    3.806  (m)           12.49   (f) SUPERSEDED  1 2
 KV0743
 KV0743.Superseded values are not recommended for survey control.
 KV0743
 KV0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0743.See file dsdata.pdf to determine how the superseded data were derived.
 KV0743
 KV0743_MARKER: DB = BENCH MARK DISK
 KV0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0743_STAMPING: M 36 1952
 KV0743_MARK LOGO: CGS
 KV0743_PROJECTION: RECESSED 20 CENTIMETERS
 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 - August 22, 2018
 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  HISTORY     - 20170419 GOOD             NJGS
 KV0743  HISTORY     - 20180822 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.
 KV0743
 KV0743                          STATION RECOVERY (2017)
 KV0743
 KV0743'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MI)
 KV0743'THE MARK IS ALSO 2 FT (0.6 M) SOUTH-SOUTHWEST FROM THE EDGE OF A
 KV0743'WALKING PATH.  THE RAILROAD TRACK HAS BEEN REMOVED.
 KV0743
 KV0743                          STATION RECOVERY (2018)
 KV0743
 KV0743'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV0743'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF SOUTH
 KV0743'AMBOY JUNCTION, 7.3 MI (11.7 KM) SOUTHEAST OF PERTH AMBOY AND 2.5 MI
 KV0743'(4.0 KM) EAST-NORTHEAST OF KEYPORT, IN UNION BEACH.
 KV0743'
 KV0743'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND ROSE
 KV0743'LANE, GO 0.35 MI (0.56 KM) NORTH ON ROSE LANE TO THE HENRY HUDSON
 KV0743'TRAIL CROSSING ROSE LANE AND THE STATION ON THE RIGHT.
 KV0743'
 KV0743'THE STATION IS 2 FT (0.6 M) EAST FROM POLE NUMBER JC43UNB, 19 FT (5.8
 KV0743'M) EAST FROM THE CENTERLINE OF ROSE LANE AND 5.7 M (18.7 FT) NORTH
 KV0743'FROM THE EXTENDED CENTERLINE OF JERSEY AVENUE, 102 FT (31.1 M) WEST OF
 KV0743'POLE NUMBER JC44UNB, 1.75 FT (0.5 M) SOUTH OF THE SOUTH EDGE OF THE
 KV0743'CONCRETE HANDICAP RAMP OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0216 ***********************************************************************
 KV0216  DESIGNATION -  M 38
 KV0216  PID         -  KV0216
 KV0216  STATE/COUNTY-  NJ/UNION
 KV0216  COUNTRY     -  US
 KV0216  USGS QUAD   -  PERTH AMBOY (2016)
 KV0216
 KV0216                         *CURRENT SURVEY CONTROL
 KV0216  ______________________________________________________________________
 KV0216* NAD 83(1986) POSITION- 40 35 56.5    (N) 074 16 15.5    (W)   HD_HELD2
 KV0216* NAVD 88 ORTHO HEIGHT -     2.777 (meters)        9.11  (feet) ADJUSTED
 KV0216  ______________________________________________________________________
 KV0216  GEOID HEIGHT    -        -32.560 (meters)                     GEOID18
 KV0216  DYNAMIC HEIGHT  -          2.776 (meters)        9.11  (feet) COMP
 KV0216  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 KV0216
 KV0216  VERT ORDER      -  FIRST     CLASS II
 KV0216
 KV0216.The horizontal coordinates were established by autonomous hand held GPS
 KV0216.observations and have an estimated accuracy of +/- 10 meters.
 KV0216
 KV0216.The orthometric height was determined by differential leveling and
 KV0216.adjusted by the NATIONAL GEODETIC SURVEY
 KV0216.in May 2006.
 KV0216
 KV0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0216.GEOID18 height accuracy estimate available here.
 KV0216
 KV0216.Click photographs - Photos may exist for this station.
 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       -   196,049.      169,384.      MT  (+/- 10 meters HH2 GPS)
 KV0216
 KV0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6168294502(NAD 83)
 KV0216
 KV0216                          SUPERSEDED SURVEY CONTROL
 KV0216
 KV0216  NAVD 88 (06/15/91)    2.784  (m)            9.13   (f) SUPERSEDED  1 2
 KV0216  NGVD 29 (04/16/92)    3.105  (m)           10.19   (f) ADJUSTED    1 2
 KV0216  NGVD 29 (??/??/87)    3.124  (m)           10.25   (f) SUPERSEDED  1 2
 KV0216
 KV0216.Superseded values are not recommended for survey control.
 KV0216
 KV0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0216.See file dsdata.pdf to determine how the superseded data were derived.
 KV0216
 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 = JULY 24, 2026 22:12:30 EDT
 KV0650 ***********************************************************************
 KV0650  DESIGNATION -  M 39 RESET
 KV0650  PID         -  KV0650
 KV0650  STATE/COUNTY-  NJ/MORRIS
 KV0650  COUNTRY     -  US
 KV0650  USGS QUAD   -  MORRISTOWN (2016)
 KV0650
 KV0650                         *CURRENT SURVEY CONTROL
 KV0650  ______________________________________________________________________
 KV0650* NAD 83(1986) POSITION- 40 49 06.84   (N) 074 25 09.90   (W)   HD_HELD1
 KV0650* NAVD 88 ORTHO HEIGHT -    73.821 (meters)      242.19  (feet) ADJUSTED
 KV0650  ______________________________________________________________________
 KV0650  GEOID HEIGHT    -        -32.767 (meters)                     GEOID18
 KV0650  DYNAMIC HEIGHT  -         73.789 (meters)      242.09  (feet) COMP
 KV0650  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 KV0650
 KV0650  VERT ORDER      -  SECOND    CLASS II
 KV0650
 KV0650.The horizontal coordinates were determined by differentially corrected
 KV0650.hand held GPS observations or other comparable positioning techniques
 KV0650.and have an estimated accuracy of +/- 3 meters.
 KV0650
 KV0650.The orthometric height was determined by differential leveling and
 KV0650.adjusted by the NATIONAL GEODETIC SURVEY
 KV0650.in March 2005.
 KV0650
 KV0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0650.GEOID18 height accuracy estimate available here.
 KV0650
 KV0650.Click photographs - Photos may exist for this station.
 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       -   220,404.1     156,797.8     MT  (+/- 3 meters HH1 GPS) 
 KV0650
 KV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4896118778(NAD 83)
 KV0650
 KV0650                          SUPERSEDED SURVEY CONTROL
 KV0650
 KV0650  NAVD 88 (02/11/25)   73.834  (m)          242.24   (f) SUPERSEDED  3 0
 KV0650  NGVD 29 (??/??/??)   74.12   (m)          243.2    (f) RESET       3  
 KV0650
 KV0650.Superseded values are not recommended for survey control.
 KV0650
 KV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0650.See file dsdata.pdf to determine how the superseded data were derived.
 KV0650
 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  HISTORY     - 20070113 GOOD             GEOCAC
 KV0650  HISTORY     - 20140724 GOOD             INDIV
 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
 KV0650                          STATION RECOVERY (2007)
 KV0650
 KV0650'RECOVERY NOTE BY GEOCACHING 2007
 KV0650'FOUND BY DESCRIPTION.  HAND-HELD GPS COORDINATES N 40 49.114 W 74
 KV0650'25.165.
 KV0650
 KV0650                          STATION RECOVERY (2014)
 KV0650
 KV0650'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JB)
 KV0650'RECOVERED AS DESCRIBED
 KV0650'MORRIS COUNTY DEPARTMENT OF PLANNING AND PUBLIC WORKS
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1615 ***********************************************************************
 KU1615  DESIGNATION -  M 40
 KU1615  PID         -  KU1615
 KU1615  STATE/COUNTY-  NJ/BERGEN
 KU1615  COUNTRY     -  US
 KU1615  USGS QUAD   -  YONKERS (2019)
 KU1615
 KU1615                         *CURRENT SURVEY CONTROL
 KU1615  ______________________________________________________________________
 KU1615* NAD 83(1986) POSITION- 40 54 46.     (N) 073 58 47.     (W)   SCALED
 KU1615* NAVD 88 ORTHO HEIGHT -    30.176 (meters)       99.00  (feet) ADJUSTED
 KU1615  ______________________________________________________________________
 KU1615  GEOID HEIGHT    -        -31.612 (meters)                     GEOID18
 KU1615  DYNAMIC HEIGHT  -         30.165 (meters)       98.97  (feet) COMP
 KU1615  MODELED GRAVITY -    980,252.5   (mgal)                       NAVD 88
 KU1615
 KU1615  VERT ORDER      -  SECOND    CLASS 0
 KU1615
 KU1615.The horizontal coordinates were scaled from a map and have
 KU1615.an estimated accuracy of +/- 6 seconds.
 KU1615
 KU1615.The orthometric height was determined by differential leveling and
 KU1615.adjusted by the NATIONAL GEODETIC SURVEY
 KU1615.in June 1991.
 KU1615
 KU1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1615.GEOID18 height accuracy estimate available here.
 KU1615
 KU1615.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL859295(NAD 83)
 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
 KU1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1615.See file dsdata.pdf to determine how the superseded data were derived.
 KU1615
 KU1615_MARKER: DB = BENCH MARK DISK
 KU1615_SETTING: 80 = SET IN A BOULDER
 KU1615_STAMPING: M 40 1956
 KU1615_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1098 ***********************************************************************
 KV1098  DESIGNATION -  M 41
 KV1098  PID         -  KV1098
 KV1098  STATE/COUNTY-  NJ/MERCER
 KV1098  COUNTRY     -  US
 KV1098  USGS QUAD   -  PENNINGTON (2019)
 KV1098
 KV1098                         *CURRENT SURVEY CONTROL
 KV1098  ______________________________________________________________________
 KV1098* NAD 83(1986) POSITION- 40 17 21.     (N) 074 48 42.     (W)   SCALED
 KV1098* NAVD 88 ORTHO HEIGHT -    57.068 (meters)      187.23  (feet) ADJUSTED
 KV1098  ______________________________________________________________________
 KV1098  GEOID HEIGHT    -        -33.503 (meters)                     GEOID18
 KV1098  DYNAMIC HEIGHT  -         57.041 (meters)      187.14  (feet) COMP
 KV1098  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 KV1098
 KV1098  VERT ORDER      -  FIRST     CLASS I
 KV1098
 KV1098.The horizontal coordinates were scaled from a map and have
 KV1098.an estimated accuracy of +/- 6 seconds.
 KV1098
 KV1098.The orthometric height was determined by differential leveling and
 KV1098.adjusted by the NATIONAL GEODETIC SURVEY
 KV1098.in June 1991.
 KV1098
 KV1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1098.GEOID18 height accuracy estimate available here.
 KV1098
 KV1098.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK160598(NAD 83)
 KV1098
 KV1098                          SUPERSEDED SURVEY CONTROL
 KV1098
 KV1098  NGVD 29 (01/10/92)   57.368  (m)          188.21   (f) ADJUSTED    1 1
 KV1098  NGVD 29 (??/??/87)   57.368  (m)          188.21   (f) SUPERSEDED  1 1
 KV1098
 KV1098.Superseded values are not recommended for survey control.
 KV1098
 KV1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1098.See file dsdata.pdf to determine how the superseded data were derived.
 KV1098
 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 = JULY 24, 2026 22:12:30 EDT
 KV0922 ***********************************************************************
 KV0922  DESIGNATION -  M 53
 KV0922  PID         -  KV0922
 KV0922  STATE/COUNTY-  NJ/MIDDLESEX
 KV0922  COUNTRY     -  US
 KV0922  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0922
 KV0922                         *CURRENT SURVEY CONTROL
 KV0922  ______________________________________________________________________
 KV0922* NAD 83(1986) POSITION- 40 28 26.     (N) 074 19 19.     (W)   SCALED
 KV0922* NAVD 88 ORTHO HEIGHT -     4.603 (meters)       15.10  (feet) ADJUSTED
 KV0922  ______________________________________________________________________
 KV0922  GEOID HEIGHT    -        -32.580 (meters)                     GEOID18
 KV0922  DYNAMIC HEIGHT  -          4.601 (meters)       15.10  (feet) COMP
 KV0922  MODELED GRAVITY -    980,209.6   (mgal)                       NAVD 88
 KV0922
 KV0922  VERT ORDER      -  SECOND    CLASS 0
 KV0922
 KV0922.The horizontal coordinates were scaled from a map and have
 KV0922.an estimated accuracy of +/- 6 seconds.
 KV0922
 KV0922.The orthometric height was determined by differential leveling and
 KV0922.adjusted by the NATIONAL GEODETIC SURVEY
 KV0922.in June 1991.
 KV0922
 KV0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0922.GEOID18 height accuracy estimate available here.
 KV0922
 KV0922.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK574805(NAD 83)
 KV0922
 KV0922                          SUPERSEDED SURVEY CONTROL
 KV0922
 KV0922  NGVD 29 (04/16/92)    4.901  (m)           16.08   (f) ADJUSTED    2 0
 KV0922  NGVD 29 (??/??/87)    4.951  (m)           16.24   (f) SUPERSEDED  2 0
 KV0922
 KV0922.Superseded values are not recommended for survey control.
 KV0922
 KV0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0922.See file dsdata.pdf to determine how the superseded data were derived.
 KV0922
 KV0922_MARKER: DB = BENCH MARK DISK
 KV0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0922_STAMPING: M 53 1961
 KV0922_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0833 ***********************************************************************
 KV0833  DESIGNATION -  M 54
 KV0833  PID         -  KV0833
 KV0833  STATE/COUNTY-  NJ/OCEAN
 KV0833  COUNTRY     -  US
 KV0833  USGS QUAD   -  POINT PLEASANT (2019)
 KV0833
 KV0833                         *CURRENT SURVEY CONTROL
 KV0833  ______________________________________________________________________
 KV0833* NAD 83(1986) POSITION- 40 06 09.     (N) 074 02 13.     (W)   SCALED
 KV0833* NAVD 88 ORTHO HEIGHT -     2.232 (meters)        7.32  (feet) ADJUSTED
 KV0833  ______________________________________________________________________
 KV0833  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KV0833  DYNAMIC HEIGHT  -          2.231 (meters)        7.32  (feet) COMP
 KV0833  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 KV0833
 KV0833  VERT ORDER      -  FIRST     CLASS II
 KV0833
 KV0833.The horizontal coordinates were scaled from a map and have
 KV0833.an estimated accuracy of +/- 6 seconds.
 KV0833
 KV0833.The orthometric height was determined by differential leveling and
 KV0833.adjusted by the NATIONAL GEODETIC SURVEY
 KV0833.in March 2001.
 KV0833
 KV0833.No vertical observational check was made to the station.
 KV0833
 KV0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0833.GEOID18 height accuracy estimate available here.
 KV0833
 KV0833.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK820395(NAD 83)
 KV0833
 KV0833                          SUPERSEDED SURVEY CONTROL
 KV0833
 KV0833  NAVD 88 (??/??/92)    2.232  (m)            7.32   (f) SUPERSEDED  3 0
 KV0833  NGVD 29 (04/16/92)    2.567  (m)            8.42   (f) ADJUSTED    1 1
 KV0833  NGVD 29 (??/??/87)    2.611  (m)            8.57   (f) SUPERSEDED  1 1
 KV0833
 KV0833.Superseded values are not recommended for survey control.
 KV0833
 KV0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0833.See file dsdata.pdf to determine how the superseded data were derived.
 KV0833
 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 = JULY 24, 2026 22:12:30 EDT
 KV3525 ***********************************************************************
 KV3525  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3525  DESIGNATION -  M 54 RESET
 KV3525  PID         -  KV3525
 KV3525  STATE/COUNTY-  NJ/OCEAN
 KV3525  COUNTRY     -  US
 KV3525  USGS QUAD   -  POINT PLEASANT (2019)
 KV3525
 KV3525                         *CURRENT SURVEY CONTROL
 KV3525  ______________________________________________________________________
 KV3525* NAD 83(1996) POSITION- 40 06 09.99176(N) 074 02 14.87616(W)   ADJUSTED
 KV3525* NAVD 88 ORTHO HEIGHT -     2.545 (meters)        8.35  (feet) ADJUSTED
 KV3525  ______________________________________________________________________
 KV3525  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 KV3525  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 KV3525  DYNAMIC HEIGHT  -          2.544 (meters)        8.35  (feet) COMP
 KV3525  MODELED GRAVITY -    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 and
 KV3525.adjusted by the NATIONAL GEODETIC SURVEY
 KV3525.in September 2015.
 KV3525
 KV3525.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3525.GEOID18 height accuracy estimate available here.
 KV3525
 KV3525.This Tidal Bench Mark is designated as VM 2599
 KV3525.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV3525
 KV3525.Click photographs - Photos may exist for this station.
 KV3525
 KV3525.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8203939608(NAD 83)
 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  NAVD 88 (03/01/01)    2.546  (m)            8.35   (f) SUPERSEDED  1 2
 KV3525  NGVD 29 (??/??/??)    2.93   (m)            9.6    (f) RESET       3  
 KV3525  NGVD 29               2.93   (m)            9.6    (f) LEVELING    3  
 KV3525
 KV3525.Superseded values are not recommended for survey control.
 KV3525
 KV3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3525.See file dsdata.pdf to determine how the superseded data were derived.
 KV3525
 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, 2012
 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  HISTORY     - 20120718 GOOD             NJGS
 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.
 KV3525
 KV3525                          STATION RECOVERY (2012)
 KV3525
 KV3525'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV3525'RECOVERED IN GOOD CONDITION.
 KV3525'
 KV3525'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH OF ASBURY
 KV3525'PARK, 2.1 MI (3.4 KM) NORTHEAST OF POINT PLEASANT AND 1.0 MI (1.6 KM)
 KV3525'NORTHEAST OF POINT PLEASANT BEACH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0235 ***********************************************************************
 JU0235  DESIGNATION -  M 55
 JU0235  PID         -  JU0235
 JU0235  STATE/COUNTY-  NJ/OCEAN
 JU0235  COUNTRY     -  US
 JU0235  USGS QUAD   -  TUCKERTON (2019)
 JU0235
 JU0235                         *CURRENT SURVEY CONTROL
 JU0235  ______________________________________________________________________
 JU0235* NAD 83(2011) POSITION- 39 32 07.60939(N) 074 19 21.17030(W)   ADJUSTED
 JU0235* NAD 83(2011) ELLIP HT-   -33.135 (meters)        (06/27/12)   ADJUSTED
 JU0235* NAD 83(2011) EPOCH   -  2010.00
 JU0235* NAVD 88 ORTHO HEIGHT -     0.666 (meters)        2.19  (feet) ADJUSTED
 JU0235  ______________________________________________________________________
 JU0235  GEOID HEIGHT    -        -33.801 (meters)                     GEOID18
 JU0235  NAD 83(2011) X  -  1,331,023.988 (meters)                     COMP
 JU0235  NAD 83(2011) Y  - -4,742,431.884 (meters)                     COMP
 JU0235  NAD 83(2011) Z  -  4,038,318.399 (meters)                     COMP
 JU0235  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 JU0235  DYNAMIC HEIGHT  -          0.666 (meters)        2.19  (feet) COMP
 JU0235  MODELED GRAVITY -    980,136.7   (mgal)                       NAVD 88
 JU0235
 JU0235  VERT ORDER      -  FIRST     CLASS II
 JU0235
 JU0235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0235  Standards:
 JU0235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0235  -------------------------------------------------------------------
 JU0235  NETWORK    0.83   1.08           0.36   0.31   0.55     -0.13930845
 JU0235  -------------------------------------------------------------------
 JU0235  Click here for local accuracies and other accuracy information.
 JU0235
 JU0235.The horizontal coordinates were established by GPS observations
 JU0235.and adjusted by the National Geodetic Survey in June 2012.
 JU0235
 JU0235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0235.been affixed to the stable North American tectonic plate. See 
 JU0235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0235
 JU0235.The horizontal coordinates are valid at the epoch date displayed above
 JU0235.which is a decimal equivalence of Year/Month/Day.
 JU0235
 JU0235.The orthometric height was determined by differential leveling and
 JU0235.adjusted by the NATIONAL GEODETIC SURVEY
 JU0235.in March 2001.
 JU0235
 JU0235.No vertical observational check was made to the station.
 JU0235
 JU0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0235.GEOID18 height accuracy estimate available here.
 JU0235
 JU0235.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU0235
 JU0235.The ellipsoidal height was determined by GPS observations
 JU0235.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0235
 JU0235;                    North         East     Units Scale Factor Converg.
 JU0235;SPC NJ       -    77,955.208   165,254.036   MT  0.99990286   +0 06 46.7
 JU0235;SPC NJ       -   255,758.04    542,170.95   sFT  0.99990286   +0 06 46.7
 JU0235;UTM  18      - 4,376,417.548   558,217.377   MT  0.99964173   +0 25 52.5
 JU0235
 JU0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0235!SPC NJ       -   1.00000520  x   0.99990286  =   0.99990806
 JU0235!UTM  18      -   1.00000520  x   0.99964173  =   0.99964693
 JU0235
 JU0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5821776417(NAD 83)
 JU0235
 JU0235                          SUPERSEDED SURVEY CONTROL
 JU0235
 JU0235  NAD 83(2007)-  39 32 07.61004(N)    074 19 21.17122(W) AD(2002.00) 0
 JU0235  ELLIP H (02/10/07)  -33.129  (m)                       GP(2002.00)    
 JU0235  ELLIP H (10/23/02)  -33.111  (m)                       GP(       ) 4 1
 JU0235  NAD 83(1996)-  39 32 07.60966(N)    074 19 21.17116(W) AD(       ) 1
 JU0235  ELLIP H (05/14/99)  -33.133  (m)                       GP(       ) 4 1
 JU0235  NAD 83(1986)-  39 32 07.60389(N)    074 19 21.16822(W) AD(       ) 1
 JU0235  NAVD 88               0.67   (m)            2.2    (f) LEVELING    3  
 JU0235  NAVD 88 (06/15/91)    0.770  (m)            2.53   (f) SUPERSEDED  2 0
 JU0235  NGVD 29 (11/26/84)    1.157  (m)            3.80   (f) ADJUSTED    2 0
 JU0235
 JU0235.Superseded values are not recommended for survey control.
 JU0235
 JU0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0235.See file dsdata.pdf to determine how the superseded data were derived.
 JU0235
 JU0235_MARKER: DB = BENCH MARK DISK
 JU0235_SETTING: 7 = 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 - March 05, 2014
 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  HISTORY     - 20071001 GOOD             NJDEP
 JU0235  HISTORY     - 20140305 GOOD             WATER
 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.
 JU0235
 JU0235                          STATION RECOVERY (2007)
 JU0235
 JU0235'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JO)
 JU0235'RECOVERED IN GOOD CONDITION.
 JU0235
 JU0235                          STATION RECOVERY (2014)
 JU0235
 JU0235'RECOVERY NOTE BY WATERSHED SCIENCES 2014 (PWH)
 JU0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0507 ***********************************************************************
 JU0507  DESIGNATION -  M 57
 JU0507  PID         -  JU0507
 JU0507  STATE/COUNTY-  NJ/ATLANTIC
 JU0507  COUNTRY     -  US
 JU0507  USGS QUAD   -  MAYS LANDING (2019)
 JU0507
 JU0507                         *CURRENT SURVEY CONTROL
 JU0507  ______________________________________________________________________
 JU0507* NAD 83(1986) POSITION- 39 25 38.     (N) 074 42 06.     (W)   SCALED
 JU0507* NAVD 88 ORTHO HEIGHT -     3.015 (meters)        9.89  (feet) ADJUSTED
 JU0507  ______________________________________________________________________
 JU0507  GEOID HEIGHT    -        -33.968 (meters)                     GEOID18
 JU0507  DYNAMIC HEIGHT  -          3.014 (meters)        9.89  (feet) COMP
 JU0507  MODELED GRAVITY -    980,121.3   (mgal)                       NAVD 88
 JU0507
 JU0507  VERT ORDER      -  SECOND    CLASS 0
 JU0507
 JU0507.The horizontal coordinates were scaled from a map and have
 JU0507.an estimated accuracy of +/- 6 seconds.
 JU0507
 JU0507.The orthometric height was determined by differential leveling and
 JU0507.adjusted by the NATIONAL GEODETIC SURVEY
 JU0507.in June 1991.
 JU0507
 JU0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0507.GEOID18 height accuracy estimate available here.
 JU0507
 JU0507.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ256642(NAD 83)
 JU0507
 JU0507                          SUPERSEDED SURVEY CONTROL
 JU0507
 JU0507  NGVD 29 (11/26/84)    3.403  (m)           11.16   (f) ADJUSTED    2 0
 JU0507
 JU0507.Superseded values are not recommended for survey control.
 JU0507
 JU0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0507.See file dsdata.pdf to determine how the superseded data were derived.
 JU0507
 JU0507_MARKER: DB = BENCH MARK DISK
 JU0507_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0507_SP_SET: CULVERT
 JU0507_STAMPING: M 57 1961
 JU0507_MARK LOGO: CGS
 JU0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0507+STABILITY: SURFACE MOTION
 JU0507
 JU0507  HISTORY     - Date     Condition        Report By
 JU0507  HISTORY     - 1961     MONUMENTED       CGS
 JU0507  HISTORY     - 20090512 MARK NOT FOUND   INDIV
 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.
 JU0507
 JU0507                          STATION RECOVERY (2009)
 JU0507
 JU0507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU0507'THE GRAVELLY RUN BRIDGE WAS WASHED OUT BY A FLOOD IN 1997 AND A NEW
 JU0507'BRIDGE WAS CONSTRUCTED. THE STATION WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0426 ***********************************************************************
 JU0426  DESIGNATION -  M 58
 JU0426  PID         -  JU0426
 JU0426  STATE/COUNTY-  NJ/CAPE MAY
 JU0426  COUNTRY     -  US
 JU0426  USGS QUAD   -  STONE HARBOR (2019)
 JU0426
 JU0426                         *CURRENT SURVEY CONTROL
 JU0426  ______________________________________________________________________
 JU0426* NAD 83(1986) POSITION- 39 02 57.     (N) 074 50 44.     (W)   SCALED
 JU0426* NAVD 88 ORTHO HEIGHT -     4.030 (meters)       13.22  (feet) ADJUSTED
 JU0426  ______________________________________________________________________
 JU0426  GEOID HEIGHT    -        -35.269 (meters)                     GEOID18
 JU0426  DYNAMIC HEIGHT  -          4.028 (meters)       13.22  (feet) COMP
 JU0426  MODELED GRAVITY -    980,061.3   (mgal)                       NAVD 88
 JU0426
 JU0426  VERT ORDER      -  FIRST     CLASS II
 JU0426
 JU0426.The horizontal coordinates were scaled from a map and have
 JU0426.an estimated accuracy of +/- 6 seconds.
 JU0426
 JU0426.The orthometric height was determined by differential leveling and
 JU0426.adjusted by the NATIONAL GEODETIC SURVEY
 JU0426.in June 1991.
 JU0426
 JU0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0426.GEOID18 height accuracy estimate available here.
 JU0426
 JU0426.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ133222(NAD 83)
 JU0426
 JU0426                          SUPERSEDED SURVEY CONTROL
 JU0426
 JU0426  NGVD 29 (04/16/92)    4.435  (m)           14.55   (f) ADJUSTED    1 2
 JU0426  NGVD 29 (01/10/92)    4.435  (m)           14.55   (f) SUPERSEDED  1 2
 JU0426  NGVD 29 (??/??/87)    4.435  (m)           14.55   (f) SUPERSEDED  1 2
 JU0426
 JU0426.Superseded values are not recommended for survey control.
 JU0426
 JU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0426.See file dsdata.pdf to determine how the superseded data were derived.
 JU0426
 JU0426_MARKER: DB = BENCH MARK DISK
 JU0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0426_STAMPING: M 58 1961
 JU0426_MARK LOGO: CGS
 JU0426_PROJECTION: FLUSH
 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 - February 10, 2015
 JU0426
 JU0426  HISTORY     - Date     Condition        Report By
 JU0426  HISTORY     - 1961     MONUMENTED       CGS
 JU0426  HISTORY     - 1979     GOOD             NGS
 JU0426  HISTORY     - 19970813 GOOD             NJGS
 JU0426  HISTORY     - 20150210 GOOD             IDAK
 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.
 JU0426
 JU0426                          STATION RECOVERY (2015)
 JU0426
 JU0426'RECOVERY NOTE BY DUBOIS AND KING, INC 2015 (JRF)
 JU0426'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU0016 ***********************************************************************
 HU0016  DESIGNATION -  M 59
 HU0016  PID         -  HU0016
 HU0016  STATE/COUNTY-  NJ/CAPE MAY
 HU0016  COUNTRY     -  US
 HU0016  USGS QUAD   -  CAPE MAY (2019)
 HU0016
 HU0016                         *CURRENT SURVEY CONTROL
 HU0016  ______________________________________________________________________
 HU0016* NAD 83(1986) POSITION- 38 56 32.     (N) 074 54 19.     (W)   SCALED
 HU0016* NAVD 88 ORTHO HEIGHT -     2.931 (meters)        9.62  (feet) ADJUSTED
 HU0016  ______________________________________________________________________
 HU0016  GEOID HEIGHT    -        -35.516 (meters)                     GEOID18
 HU0016  DYNAMIC HEIGHT  -          2.930 (meters)        9.61  (feet) COMP
 HU0016  MODELED GRAVITY -    980,048.1   (mgal)                       NAVD 88
 HU0016
 HU0016  VERT ORDER      -  FIRST     CLASS II
 HU0016
 HU0016.The horizontal coordinates were scaled from a map and have
 HU0016.an estimated accuracy of +/- 6 seconds.
 HU0016
 HU0016.The orthometric height was determined by differential leveling and
 HU0016.adjusted by the NATIONAL GEODETIC SURVEY
 HU0016.in June 1991.
 HU0016
 HU0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0016.GEOID18 height accuracy estimate available here.
 HU0016
 HU0016.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ082103(NAD 83)
 HU0016
 HU0016                          SUPERSEDED SURVEY CONTROL
 HU0016
 HU0016  NGVD 29 (04/16/92)    3.329  (m)           10.92   (f) ADJUSTED    1 2
 HU0016  NGVD 29 (01/10/92)    3.329  (m)           10.92   (f) SUPERSEDED  1 2
 HU0016  NGVD 29 (??/??/87)    3.344  (m)           10.97   (f) SUPERSEDED  1 2
 HU0016
 HU0016.Superseded values are not recommended for survey control.
 HU0016
 HU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0016.See file dsdata.pdf to determine how the superseded data were derived.
 HU0016
 HU0016_MARKER: DB = BENCH MARK DISK
 HU0016_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV0463 ***********************************************************************
 KV0463  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0463  DESIGNATION -  M 62
 KV0463  PID         -  KV0463
 KV0463  STATE/COUNTY-  NJ/HUDSON
 KV0463  COUNTRY     -  US
 KV0463  USGS QUAD   -  WEEHAWKEN (2016)
 KV0463
 KV0463                         *CURRENT SURVEY CONTROL
 KV0463  ______________________________________________________________________
 KV0463* NAD 83(1986) POSITION- 40 47 49.     (N) 074 04 09.     (W)   SCALED
 KV0463* NAVD 88 ORTHO HEIGHT -     1.657 (meters)        5.44  (feet) ADJUSTED
 KV0463  ______________________________________________________________________
 KV0463  GEOID HEIGHT    -        -31.991 (meters)                     GEOID18
 KV0463  DYNAMIC HEIGHT  -          1.656 (meters)        5.43  (feet) COMP
 KV0463  MODELED GRAVITY -    980,236.7   (mgal)                       NAVD 88
 KV0463
 KV0463  VERT ORDER      -  SECOND    CLASS 0
 KV0463
 KV0463.The horizontal coordinates were scaled from a map and have
 KV0463.an estimated accuracy of +/- 6 seconds.
 KV0463
 KV0463.The orthometric height was determined by differential leveling and
 KV0463.adjusted by the NATIONAL GEODETIC SURVEY
 KV0463.in June 1991.
 KV0463
 KV0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0463.GEOID18 height accuracy estimate available here.
 KV0463
 KV0463.This Tidal Bench Mark is designated as VM 11252
 KV0463.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0463
 KV0463.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL785166(NAD 83)
 KV0463
 KV0463                          SUPERSEDED SURVEY CONTROL
 KV0463
 KV0463  NGVD 29 (11/26/84)    1.983  (m)            6.51   (f) ADJUSTED    2 0
 KV0463
 KV0463.Superseded values are not recommended for survey control.
 KV0463
 KV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0463.See file dsdata.pdf to determine how the superseded data were derived.
 KV0463
 KV0463_MARKER: DB = BENCH MARK DISK
 KV0463_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0463_SP_SET: STEP
 KV0463_STAMPING: M 62 1962
 KV0463_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0701 ***********************************************************************
 JU0701  DESIGNATION -  M 63
 JU0701  PID         -  JU0701
 JU0701  STATE/COUNTY-  NJ/CAMDEN
 JU0701  COUNTRY     -  US
 JU0701  USGS QUAD   -  CAMDEN (2019)
 JU0701
 JU0701                         *CURRENT SURVEY CONTROL
 JU0701  ______________________________________________________________________
 JU0701* NAD 83(1986) POSITION- 39 54 49.9    (N) 075 05 46.6    (W)   HD_HELD2
 JU0701* NAVD 88 ORTHO HEIGHT -     4.155 (meters)       13.63  (feet) ADJUSTED
 JU0701  ______________________________________________________________________
 JU0701  GEOID HEIGHT    -        -32.859 (meters)                     GEOID18
 JU0701  DYNAMIC HEIGHT  -          4.153 (meters)       13.63  (feet) COMP
 JU0701  MODELED GRAVITY -    980,189.5   (mgal)                       NAVD 88
 JU0701
 JU0701  VERT ORDER      -  FIRST     CLASS I
 JU0701
 JU0701.The horizontal coordinates were established by autonomous hand held GPS
 JU0701.observations and have an estimated accuracy of +/- 10 meters.
 JU0701
 JU0701.The orthometric height was determined by differential leveling and
 JU0701.adjusted by the NATIONAL GEODETIC SURVEY
 JU0701.in June 1991.
 JU0701
 JU0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0701.GEOID18 height accuracy estimate available here.
 JU0701
 JU0701.Click photographs - Photos may exist for this station.
 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       -   120,121.       99,023.      MT  (+/- 10 meters HH2 GPS)
 JU0701
 JU0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9177118201(NAD 83)
 JU0701
 JU0701                          SUPERSEDED SURVEY CONTROL
 JU0701
 JU0701  NGVD 29 (11/26/84)    4.498  (m)           14.76   (f) ADJUSTED    1 1
 JU0701
 JU0701.Superseded values are not recommended for survey control.
 JU0701
 JU0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0701.See file dsdata.pdf to determine how the superseded data were derived.
 JU0701
 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 NOT SUITABLE FOR
 JU0701+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2018
 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  HISTORY     - 20051010 POOR             NJGS
 JU0701  HISTORY     - 20080617 GOOD             UE
 JU0701  HISTORY     - 20180629 GOOD             INDIV
 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.
 JU0701
 JU0701                          STATION RECOVERY (2005)
 JU0701
 JU0701'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 JU0701'THE STATION WAS RECOVERED, THE STREET HOCKEY RINK IS REPLACED BY A
 JU0701'BASKETBALL COURT.   THE ELEVATION WAS CHECKED ON THE DATUM POINT OF
 JU0701'THE DISK.  THE TRACKS ARE AN ACTIVE LINE.
 JU0701
 JU0701                          STATION RECOVERY (2008)
 JU0701
 JU0701'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0701'RECOVERED IN GOOD CONDITION.
 JU0701
 JU0701                          STATION RECOVERY (2018)
 JU0701
 JU0701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (RSS)
 JU0701'THE DISK IS IN GOOD CONDITION WITH SOME EVIDENCE OF TAMPERING BUT IS
 JU0701'STILL SOLIDLY EMBEDDED IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0294 ***********************************************************************
 JU0294  DESIGNATION -  M 64
 JU0294  PID         -  JU0294
 JU0294  STATE/COUNTY-  NJ/ATLANTIC
 JU0294  COUNTRY     -  US
 JU0294  USGS QUAD   -  OCEANVILLE (2019)
 JU0294
 JU0294                         *CURRENT SURVEY CONTROL
 JU0294  ______________________________________________________________________
 JU0294* NAD 83(1986) POSITION- 39 23 20.     (N) 074 29 32.     (W)   SCALED
 JU0294* NAVD 88 ORTHO HEIGHT -     1.973 (meters)        6.47  (feet) ADJUSTED
 JU0294  ______________________________________________________________________
 JU0294  GEOID HEIGHT    -        -34.231 (meters)                     GEOID18
 JU0294  DYNAMIC HEIGHT  -          1.972 (meters)        6.47  (feet) COMP
 JU0294  MODELED GRAVITY -    980,113.3   (mgal)                       NAVD 88
 JU0294
 JU0294  VERT ORDER      -  FIRST     CLASS I
 JU0294
 JU0294.The horizontal coordinates were scaled from a map and have
 JU0294.an estimated accuracy of +/- 6 seconds.
 JU0294
 JU0294.The orthometric height was determined by differential leveling and
 JU0294.adjusted by the NATIONAL GEODETIC SURVEY
 JU0294.in June 1991.
 JU0294
 JU0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0294.GEOID18 height accuracy estimate available here.
 JU0294
 JU0294.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ437600(NAD 83)
 JU0294
 JU0294                          SUPERSEDED SURVEY CONTROL
 JU0294
 JU0294  NGVD 29 (11/26/84)    2.371  (m)            7.78   (f) ADJUSTED    1 1
 JU0294
 JU0294.Superseded values are not recommended for survey control.
 JU0294
 JU0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0294.See file dsdata.pdf to determine how the superseded data were derived.
 JU0294
 JU0294_MARKER: DB = BENCH MARK DISK
 JU0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0294_SP_SET: BRIDGE
 JU0294_STAMPING: M 64 1963
 JU0294_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0352 ***********************************************************************
 JU0352  DESIGNATION -  M 65
 JU0352  PID         -  JU0352
 JU0352  STATE/COUNTY-  NJ/ATLANTIC
 JU0352  COUNTRY     -  US
 JU0352  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0352
 JU0352                         *CURRENT SURVEY CONTROL
 JU0352  ______________________________________________________________________
 JU0352* NAD 83(1986) POSITION- 39 22 41.76   (N) 074 32 58.42   (W)   HD_HELD1
 JU0352* NAVD 88 ORTHO HEIGHT -     8.936 (meters)       29.32  (feet) ADJUSTED
 JU0352  ______________________________________________________________________
 JU0352  GEOID HEIGHT    -        -34.206 (meters)                     GEOID18
 JU0352  DYNAMIC HEIGHT  -          8.932 (meters)       29.30  (feet) COMP
 JU0352  MODELED GRAVITY -    980,113.5   (mgal)                       NAVD 88
 JU0352
 JU0352  VERT ORDER      -  FIRST     CLASS I
 JU0352
 JU0352.The horizontal coordinates were determined by differentially corrected
 JU0352.hand held GPS observations or other comparable positioning techniques
 JU0352.and have an estimated accuracy of +/- 3 meters.
 JU0352
 JU0352.The orthometric height was determined by differential leveling and
 JU0352.adjusted by the NATIONAL GEODETIC SURVEY
 JU0352.in June 1991.
 JU0352
 JU0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0352.GEOID18 height accuracy estimate available here.
 JU0352
 JU0352.Click photographs - Photos may exist for this station.
 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       -    60,492.3     145,730.1     MT  (+/- 3 meters HH1 GPS) 
 JU0352
 JU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3879558851(NAD 83)
 JU0352
 JU0352                          SUPERSEDED SURVEY CONTROL
 JU0352
 JU0352  NGVD 29 (04/16/92)    9.330  (m)           30.61   (f) ADJUSTED    1 1
 JU0352  NGVD 29 (01/10/92)    9.330  (m)           30.61   (f) SUPERSEDED  1 1
 JU0352  NGVD 29 (??/??/87)    9.325  (m)           30.59   (f) SUPERSEDED  1 1
 JU0352
 JU0352.Superseded values are not recommended for survey control.
 JU0352
 JU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0352.See file dsdata.pdf to determine how the superseded data were derived.
 JU0352
 JU0352_MARKER: DB = BENCH MARK DISK
 JU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0352_STAMPING: M 65 1964
 JU0352_MARK LOGO: CGS
 JU0352_PROJECTION: FLUSH
 JU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0352+STABILITY: SURFACE MOTION
 JU0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0352+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2017
 JU0352
 JU0352  HISTORY     - Date     Condition        Report By
 JU0352  HISTORY     - 1964     MONUMENTED       CGS
 JU0352  HISTORY     - 1979     GOOD             NGS
 JU0352  HISTORY     - 20100602 GOOD             BANC
 JU0352  HISTORY     - 20170322 GOOD             NJGS
 JU0352  HISTORY     - 20170725 GOOD             NJGS
 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.
 JU0352
 JU0352                          STATION RECOVERY (2010)
 JU0352
 JU0352'RECOVERY NOTE BY BANC 3 2010 (JR)
 JU0352'RECOVERED IN GOOD CONDITION.
 JU0352
 JU0352                          STATION RECOVERY (2017)
 JU0352
 JU0352'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MI)
 JU0352'THE MARK IS ALSO 41 FT (12.5 M) WEST OF THE WEST CORNER OF HOUSE NO.
 JU0352'407.
 JU0352
 JU0352                          STATION RECOVERY (2017)
 JU0352
 JU0352'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0352'RECOVERED IN GOOD CONDITION.
 JU0352'
 JU0352'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH OF OCEAN
 JU0352'CITY, 6.8 MI (10.9 KM) WEST OF ATLANTIC CITY AND 1.6 MI (2.6 KM)
 JU0352'WEST-SOUTHWEST OF PLEASANTVILLE.
 JU0352'
 JU0352'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF THE JUNCTION OF U.S.
 JU0352'HIGHWAY 9 (MAIN STREET) AND ALBERT AVENUE.
 JU0352'
 JU0352'THE STATION IS 119 FT (36.3 M) SOUTHEAST OF THE CENTERLINE OF U.S.
 JU0352'HIGHWAY 9, 18 FT (5.5 M) NORTHEAST OF THE CENTERLINE OF ALBERT AVENUE,
 JU0352'3 FT (0.9 M) NORTHWEST OF POLE NUMBER P37372, 1 FT (0.3 M) SOUTHWEST
 JU0352'OF THE EDGE OF THE SIDEWALK AND 2 FT (0.6 M) NORTHEAST OF THE CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0087 ***********************************************************************
 JU0087  DESIGNATION -  M 66
 JU0087  PID         -  JU0087
 JU0087  STATE/COUNTY-  NJ/OCEAN
 JU0087  COUNTRY     -  US
 JU0087  USGS QUAD   -  WEST CREEK (2019)
 JU0087
 JU0087                         *CURRENT SURVEY CONTROL
 JU0087  ______________________________________________________________________
 JU0087* NAD 83(1986) POSITION- 39 38 25.     (N) 074 17 33.     (W)   SCALED
 JU0087* NAVD 88 ORTHO HEIGHT -     0.706 (meters)        2.32  (feet) ADJUSTED
 JU0087  ______________________________________________________________________
 JU0087  GEOID HEIGHT    -        -33.394 (meters)                     GEOID18
 JU0087  DYNAMIC HEIGHT  -          0.706 (meters)        2.32  (feet) COMP
 JU0087  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 JU0087
 JU0087  VERT ORDER      -  FIRST     CLASS I
 JU0087
 JU0087.The horizontal coordinates were scaled from a map and have
 JU0087.an estimated accuracy of +/- 6 seconds.
 JU0087
 JU0087.The orthometric height was determined by differential leveling and
 JU0087.adjusted by the NATIONAL GEODETIC SURVEY
 JU0087.in June 1991.
 JU0087
 JU0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0087.GEOID18 height accuracy estimate available here.
 JU0087
 JU0087.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ607880(NAD 83)
 JU0087
 JU0087                          SUPERSEDED SURVEY CONTROL
 JU0087
 JU0087  NGVD 29 (04/16/92)    1.091  (m)            3.58   (f) ADJUSTED    1 1
 JU0087  NGVD 29 (??/??/87)    1.091  (m)            3.58   (f) SUPERSEDED  1 1
 JU0087
 JU0087.Superseded values are not recommended for survey control.
 JU0087
 JU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0087.See file dsdata.pdf to determine how the superseded data were derived.
 JU0087
 JU0087_STAMPING: M 66 1964
 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  HISTORY     - 20190222 MARK NOT FOUND   NJGS
 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.
 JU0087
 JU0087                          STATION RECOVERY (2019)
 JU0087
 JU0087'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU0087'COULD NOT ACCESS.  ENCLOSED BY NATIONAL WILDLIFE REFUGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0042 ***********************************************************************
 JU0042  DESIGNATION -  M 68
 JU0042  PID         -  JU0042
 JU0042  STATE/COUNTY-  NJ/OCEAN
 JU0042  COUNTRY     -  US
 JU0042  USGS QUAD   -  TOMS RIVER (2019)
 JU0042
 JU0042                         *CURRENT SURVEY CONTROL
 JU0042  ______________________________________________________________________
 JU0042* NAD 83(1986) POSITION- 39 55 05.     (N) 074 09 06.     (W)   SCALED
 JU0042* NAVD 88 ORTHO HEIGHT -     6.585 (meters)       21.60  (feet) ADJUSTED
 JU0042  ______________________________________________________________________
 JU0042  GEOID HEIGHT    -        -33.074 (meters)                     GEOID18
 JU0042  DYNAMIC HEIGHT  -          6.582 (meters)       21.59  (feet) COMP
 JU0042  MODELED GRAVITY -    980,161.9   (mgal)                       NAVD 88
 JU0042
 JU0042  VERT ORDER      -  FIRST     CLASS I
 JU0042
 JU0042.The horizontal coordinates were scaled from a map and have
 JU0042.an estimated accuracy of +/- 6 seconds.
 JU0042
 JU0042.The orthometric height was determined by differential leveling and
 JU0042.adjusted by the NATIONAL GEODETIC SURVEY
 JU0042.in June 1991.
 JU0042
 JU0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0042.GEOID18 height accuracy estimate available here.
 JU0042
 JU0042.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK725190(NAD 83)
 JU0042
 JU0042                          SUPERSEDED SURVEY CONTROL
 JU0042
 JU0042  NGVD 29 (04/16/92)    6.946  (m)           22.79   (f) ADJUSTED    1 1
 JU0042  NGVD 29 (??/??/87)    6.958  (m)           22.83   (f) SUPERSEDED  1 1
 JU0042
 JU0042.Superseded values are not recommended for survey control.
 JU0042
 JU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0042.See file dsdata.pdf to determine how the superseded data were derived.
 JU0042
 JU0042_MARKER: DB = BENCH MARK DISK
 JU0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0042_STAMPING: M 68 1964
 JU0042_MARK LOGO: CGS
 JU0042_PROJECTION: FLUSH
 JU0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0042+STABILITY: SURFACE MOTION
 JU0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0042+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2007
 JU0042
 JU0042  HISTORY     - Date     Condition        Report By
 JU0042  HISTORY     - 1964     MONUMENTED       CGS
 JU0042  HISTORY     - 1987     GOOD             USPSQD
 JU0042  HISTORY     - 19950803 GOOD             USPSQD
 JU0042  HISTORY     - 20071023 GOOD             NJGS
 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.
 JU0042
 JU0042                          STATION RECOVERY (2007)
 JU0042
 JU0042'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU0042'THE STATION IS LOCATED IN BERKELEY TOWNSHIP, ON THE NORTHWEST SIDE OF
 JU0042'OCEAN GATE DRIVE.
 JU0042'
 JU0042'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 9 AND OCEAN GATE
 JU0042'ROAD, GO ABOUT 0.2 MI (0.3 KM) NORTHEAST ON OCEAN GATE DRIVE TO THE
 JU0042'STATION ON THE LEFT IN THE WOODS.  THERE IS NO CYCLONE FENCE OR
 JU0042'SUB-STATION REMAINING AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 JU0042'
 JU0042'THE STATION IS ABOUT 500 FT (152.4 M) NORTHEAST OF THE NORTHEAST CURB
 JU0042'OF MILLING CREEK ROAD, IN LINE WITH THE NORTH WALL OF HOSE NUMBER 185
 JU0042'(1 STORY FRAME) WHICH IS THE FIFTH HOUSE FROM THE JUNCTION OF MILLING
 JU0042'CREEK ROAD AND OCEAN GATE ROAD, 40.4 FT (12.3 M) WEST OF POLE X50-3
 JU0042'JC175B, 56.5 FT (17.2 M) NORTHWEST OF THE CENTERLINE OF OCEAN GATE
 JU0042'DRIVE, 38.8 FT (11.8 M) NORTHWEST OF THE NORTHWEST EDGE OF PAVING OF
 JU0042'OCEAN GATE ROAD, 12.5 FT (3.8 M) SOUTHWEST OF THE REMAINS OF A
 JU0042'CONCRETE BASE FOR THE FORMER SUB-STATION, 81.5 FT (24.8 M) NORTHWEST
 JU0042'AND ACROSS THE ROAD FROM POLE NUMBER BT4B, 116 FT (35.4 M) NORTHEAST
 JU0042'FROM THE RANGE OF POLE NUMBER JC174B, 2 FT (0.6 M) SOUTHEAST OF A
 JU0042'WITNESS POST AND SIGN.  THE STATION IS ABOUT 10 FT (3.0 M) INTO THE
 JU0042'WOODS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0837 ***********************************************************************
 KV0837  DESIGNATION -  M 69
 KV0837  PID         -  KV0837
 KV0837  STATE/COUNTY-  NJ/OCEAN
 KV0837  COUNTRY     -  US
 KV0837  USGS QUAD   -  POINT PLEASANT (2019)
 KV0837
 KV0837                         *CURRENT SURVEY CONTROL
 KV0837  ______________________________________________________________________
 KV0837* NAD 83(1986) POSITION- 40 06 02.51   (N) 074 03 02.41   (W)   HD_HELD1
 KV0837* NAVD 88 ORTHO HEIGHT -     4.731 (meters)       15.52  (feet) ADJUSTED
 KV0837  ______________________________________________________________________
 KV0837  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 KV0837  DYNAMIC HEIGHT  -          4.729 (meters)       15.52  (feet) COMP
 KV0837  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 KV0837
 KV0837  VERT ORDER      -  FIRST     CLASS II
 KV0837
 KV0837.The horizontal coordinates were determined by differentially corrected
 KV0837.hand held GPS observations or other comparable positioning techniques
 KV0837.and have an estimated accuracy of +/- 3 meters.
 KV0837
 KV0837.The orthometric height was determined by differential leveling and
 KV0837.adjusted by the NATIONAL GEODETIC SURVEY
 KV0837.in September 2015.
 KV0837
 KV0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0837.GEOID18 height accuracy estimate available here.
 KV0837
 KV0837.Click photographs - Photos may exist for this station.
 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       -   140,791.0     188,309.9     MT  (+/- 3 meters HH1 GPS) 
 KV0837
 KV0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8091639365(NAD 83)
 KV0837
 KV0837                          SUPERSEDED SURVEY CONTROL
 KV0837
 KV0837  NAVD 88 (06/15/91)    4.728  (m)           15.51   (f) SUPERSEDED  1 1
 KV0837  NGVD 29 (04/16/92)    5.064  (m)           16.61   (f) ADJUSTED    1 1
 KV0837  NGVD 29 (01/10/92)    5.064  (m)           16.61   (f) SUPERSEDED  1 1
 KV0837  NGVD 29 (??/??/87)    5.106  (m)           16.75   (f) SUPERSEDED  1 1
 KV0837
 KV0837.Superseded values are not recommended for survey control.
 KV0837
 KV0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0837.See file dsdata.pdf to determine how the superseded data were derived.
 KV0837
 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 SUITABLE FOR
 KV0837+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 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  HISTORY     - 20120718 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.
 KV0837
 KV0837                          STATION RECOVERY (2012)
 KV0837
 KV0837'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV0837'RECOVERED IN GOOD CONDITION.
 KV0837'
 KV0837'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST
 KV0837'OF ASBURY PARK, 1.5 MI (2.4 KM) NORTHEAST OF POINT PLEASANT AND 0.7 MI
 KV0837'(1.1 KM) NORTH OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN THE
 KV0837'BOROUGH OF POINT PLEASANT BEACH.
 KV0837'
 KV0837'THE STATION IS ON THE NORTHEAST SIDE OF STATE ROUTE 35, SET FLUSH IN A
 KV0837'DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE
 KV0837'(STRUCTURE NO. 1506 151, MILEPOST 14.35) CARRYING STATE ROUTE 35 OVER
 KV0837'WILLS HOLE, A BRANCH OF THE MANASQUAN RIVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU0835 ***********************************************************************
 KU0835  DESIGNATION -  M 70
 KU0835  PID         -  KU0835
 KU0835  STATE/COUNTY-  NJ/MONMOUTH
 KU0835  COUNTRY     -  US
 KU0835  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0835
 KU0835                         *CURRENT SURVEY CONTROL
 KU0835  ______________________________________________________________________
 KU0835* NAD 83(1986) POSITION- 40 23 58.18   (N) 073 58 37.18   (W)   HD_HELD1
 KU0835* NAVD 88 ORTHO HEIGHT -     3.793 (meters)       12.44  (feet) ADJUSTED
 KU0835  ______________________________________________________________________
 KU0835  GEOID HEIGHT    -        -32.595 (meters)                     GEOID18
 KU0835  DYNAMIC HEIGHT  -          3.792 (meters)       12.44  (feet) COMP
 KU0835  MODELED GRAVITY -    980,186.4   (mgal)                       NAVD 88
 KU0835
 KU0835  VERT ORDER      -  FIRST     CLASS II
 KU0835
 KU0835.The horizontal coordinates were determined by differentially corrected
 KU0835.hand held GPS observations or other comparable positioning techniques
 KU0835.and have an estimated accuracy of +/- 3 meters.
 KU0835
 KU0835.The orthometric height was determined by differential leveling and
 KU0835.adjusted by the NATIONAL GEODETIC SURVEY
 KU0835.in June 1991.
 KU0835
 KU0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0835.GEOID18 height accuracy estimate available here.
 KU0835
 KU0835.Click photographs - Photos may exist for this station.
 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       -   174,000.6     194,395.8     MT  (+/- 3 meters HH1 GPS) 
 KU0835
 KU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8681372601(NAD 83)
 KU0835
 KU0835                          SUPERSEDED SURVEY CONTROL
 KU0835
 KU0835  NGVD 29 (??/??/92)    4.152  (m)           13.62   (f) SUPERSEDED  1 2
 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
 KU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0835.See file dsdata.pdf to determine how the superseded data were derived.
 KU0835
 KU0835_MARKER: DB = BENCH MARK DISK
 KU0835_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 - October 02, 2018
 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  HISTORY     - 20181002 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.
 KU0835
 KU0835                          STATION RECOVERY (2018)
 KU0835
 KU0835'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 KU0835'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTH OF ASBURY PARK, 12.0
 KU0835'MI (19.3 KM) EAST OF KEYPORT AND 6.6 MI (10.6 KM) NORTH OF LONG
 KU0835'BRANCH, IN THE SANDY HOOK GATEWAY NATIONAL PARK, NEAR THE SOUTHWEST
 KU0835'CORNER OF A PARK OFFICE BRICK BUILDING.
 KU0835'
 KU0835'TO REACH FROM THE INTERSECTION OF OF THE NEW JERSEY STATE ROUTE 36
 KU0835'SOUTHERLY RAMP LEADING ACROSS THE BRIDGE OVER THE SHREWSBURY RIVER.
 KU0835'CONTINUE 0.35 MI (0.56 KM) NORTH ON THE ACCESS ROAD (HARTSHORN DRIVE)
 KU0835'LEADING INTO THE PARK TO THE STATION ON THE LEFT.
 KU0835'
 KU0835'THE STATION IS 27.0 FT (8.2 M) NORTHEAST OF POWER LINE POLE NUMBER
 KU0835'JC245-5 SOUTHBOUND ROADWAY, 17.0 FT (5.2 M) NORTH OF THE NORTH CURB,
 KU0835'16.0 FT (4.9 M) NORTHWEST OF A POWER LINE POLE, 13.5 FT (4.1 M) EAST
 KU0835'OF THE EAST EDGE OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0075 ***********************************************************************
 KV0075  DESIGNATION -  M 71
 KV0075  PID         -  KV0075
 KV0075  STATE/COUNTY-  NJ/UNION
 KV0075  COUNTRY     -  US
 KV0075  USGS QUAD   -  ELIZABETH (2016)
 KV0075
 KV0075                         *CURRENT SURVEY CONTROL
 KV0075  ______________________________________________________________________
 KV0075* NAD 83(1986) POSITION- 40 40 44.     (N) 074 12 37.     (W)   SCALED
 KV0075* NAVD 88 ORTHO HEIGHT -     9.792 (meters)       32.13  (feet) ADJUSTED
 KV0075  ______________________________________________________________________
 KV0075  GEOID HEIGHT    -        -32.425 (meters)                     GEOID18
 KV0075  DYNAMIC HEIGHT  -          9.787 (meters)       32.11  (feet) COMP
 KV0075  MODELED GRAVITY -    980,217.7   (mgal)                       NAVD 88
 KV0075
 KV0075  VERT ORDER      -  FIRST     CLASS I
 KV0075
 KV0075.The horizontal coordinates were scaled from a map and have
 KV0075.an estimated accuracy of +/- 6 seconds.
 KV0075
 KV0075.The orthometric height was determined by differential leveling and
 KV0075.adjusted by the NATIONAL GEODETIC SURVEY
 KV0075.in June 1991.
 KV0075
 KV0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0075.GEOID18 height accuracy estimate available here.
 KV0075
 KV0075.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL667034(NAD 83)
 KV0075
 KV0075                          SUPERSEDED SURVEY CONTROL
 KV0075
 KV0075  NGVD 29 (04/16/92)   10.126  (m)           33.22   (f) ADJUSTED    1 1
 KV0075  NGVD 29 (??/??/87)   10.126  (m)           33.22   (f) SUPERSEDED  1 1
 KV0075
 KV0075.Superseded values are not recommended for survey control.
 KV0075
 KV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0075.See file dsdata.pdf to determine how the superseded data were derived.
 KV0075
 KV0075_MARKER: DB = BENCH MARK DISK
 KV0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0075_SP_SET: FOUNDATION
 KV0075_STAMPING: M 71 1965
 KV0075_MARK LOGO: CGS
 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  HISTORY     - 20070927 MARK NOT FOUND   UE
 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.
 KV0075
 KV0075                          STATION RECOVERY (2007)
 KV0075
 KV0075'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV0075'THE SOUTHWEST CORNER OF THE BUILDING IS ABOUT 8 FEET EAST OF THE
 KV0075'FOUNDATION CORNER. THE FOUNDATION IS ONLY A FOOT HIGH ABOVE THE
 KV0075'PAVEMENT. IF THE DISK WERE 1.6 FEET ABOVE THE PAVEMENT, IT WOULD HAVE
 KV0075'TO BE IN THE BRICK FACE, WHICH IS 8 FEET FROM THE CORNER OF THE
 KV0075'FOUNDATION. THE BUILDING NOW HOUSES SEVERAL SMALL BUSINESSES, AND THE
 KV0075'FRONT WAS PROBABLY RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0962 ***********************************************************************
 KV0962  DESIGNATION -  M 73
 KV0962  PID         -  KV0962
 KV0962  STATE/COUNTY-  NJ/MIDDLESEX
 KV0962  COUNTRY     -  US
 KV0962  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0962
 KV0962                         *CURRENT SURVEY CONTROL
 KV0962  ______________________________________________________________________
 KV0962* NAD 83(1986) POSITION- 40 26 59.     (N) 074 18 52.     (W)   SCALED
 KV0962* NAVD 88 ORTHO HEIGHT -    32.636 (meters)      107.07  (feet) ADJUSTED
 KV0962  ______________________________________________________________________
 KV0962  GEOID HEIGHT    -        -32.534 (meters)                     GEOID18
 KV0962  DYNAMIC HEIGHT  -         32.622 (meters)      107.03  (feet) COMP
 KV0962  MODELED GRAVITY -    980,211.1   (mgal)                       NAVD 88
 KV0962
 KV0962  VERT ORDER      -  FIRST     CLASS II
 KV0962
 KV0962.The horizontal coordinates were scaled from a map and have
 KV0962.an estimated accuracy of +/- 6 seconds.
 KV0962
 KV0962.The orthometric height was determined by differential leveling and
 KV0962.adjusted by the NATIONAL GEODETIC SURVEY
 KV0962.in June 1991.
 KV0962
 KV0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0962.GEOID18 height accuracy estimate available here.
 KV0962
 KV0962.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK581778(NAD 83)
 KV0962
 KV0962                          SUPERSEDED SURVEY CONTROL
 KV0962
 KV0962  NGVD 29 (??/??/92)   33.009  (m)          108.30   (f) SUPERSEDED  1 2
 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
 KV0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0962.See file dsdata.pdf to determine how the superseded data were derived.
 KV0962
 KV0962_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 KV0962_PROJECTION: RECESSED 15 CENTIMETERS
 KV0962_MAGNETIC: I = MARKER IS A STEEL ROD
 KV0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0962+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2021
 KV0962
 KV0962  HISTORY     - Date     Condition        Report By
 KV0962  HISTORY     - 1974     MONUMENTED       NGS
 KV0962  HISTORY     - 20210122 GOOD             NJGS
 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.
 KV0962
 KV0962                          STATION RECOVERY (2021)
 KV0962
 KV0962'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1132 ***********************************************************************
 KV1132  DESIGNATION -  M 74
 KV1132  PID         -  KV1132
 KV1132  STATE/COUNTY-  NJ/MERCER
 KV1132  COUNTRY     -  US
 KV1132  USGS QUAD   -  ALLENTOWN (2016)
 KV1132
 KV1132                         *CURRENT SURVEY CONTROL
 KV1132  ______________________________________________________________________
 KV1132* NAD 83(1986) POSITION- 40 12 42.32   (N) 074 37 28.54   (W)   HD_HELD1
 KV1132* NAVD 88 ORTHO HEIGHT -    33.742 (meters)      110.70  (feet) ADJUSTED
 KV1132  ______________________________________________________________________
 KV1132  GEOID HEIGHT    -        -32.802 (meters)                     GEOID18
 KV1132  DYNAMIC HEIGHT  -         33.727 (meters)      110.65  (feet) COMP
 KV1132  MODELED GRAVITY -    980,196.3   (mgal)                       NAVD 88
 KV1132
 KV1132  VERT ORDER      -  FIRST     CLASS II
 KV1132
 KV1132.The horizontal coordinates were determined by differentially corrected
 KV1132.hand held GPS observations or other comparable positioning techniques
 KV1132.and have an estimated accuracy of +/- 3 meters.
 KV1132
 KV1132.The orthometric height was determined by differential leveling and
 KV1132.adjusted by the NATIONAL GEODETIC SURVEY
 KV1132.in February 2010.
 KV1132
 KV1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1132.GEOID18 height accuracy estimate available here.
 KV1132
 KV1132.Click photographs - Photos may exist for this station.
 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       -   153,032.1     139,394.4     MT  (+/- 3 meters HH1 GPS) 
 KV1132
 KV1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3194551328(NAD 83)
 KV1132
 KV1132                          SUPERSEDED SURVEY CONTROL
 KV1132
 KV1132  NAVD 88 (06/15/91)   33.730  (m)          110.66   (f) SUPERSEDED  1 2
 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
 KV1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1132.See file dsdata.pdf to determine how the superseded data were derived.
 KV1132
 KV1132_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 KV1132_PROJECTION: FLUSH
 KV1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - March 26, 2015
 KV1132
 KV1132  HISTORY     - Date     Condition        Report By
 KV1132  HISTORY     - 1974     MONUMENTED       NGS
 KV1132  HISTORY     - 20010205 GOOD             NJGS
 KV1132  HISTORY     - 20060627 GOOD             NJGS
 KV1132  HISTORY     - 20150326 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.
 KV1132
 KV1132                          STATION RECOVERY (2006)
 KV1132
 KV1132'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV1132'RECOVERED AS DESCRIBED.
 KV1132
 KV1132                          STATION RECOVERY (2015)
 KV1132
 KV1132'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV1132'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF HIGHTSTOWN,
 KV1132'6.3 MI (10.1 KM) EAST OF TRENTON AND 3.2 MI (5.1 KM) NORTHWEST OF
 KV1132'ALLENTOWN, IN ROBBINSVILLE TOWNSHIP, AT THE SITE OF A FORMER PUBLIC
 KV1132'SERVICE SUBSTATION.
 KV1132'
 KV1132'THE STATION IS ABOUT 0.85 MI (1.4 KM) NORTHEAST ON U.S. HIGHWAY 130
 KV1132'FROM THE I-195 BRIDGE SPANNING U.S. HIGHWAY 130 TO THE STATION ON THE
 KV1132'RIGHT ABOUT 93 FT (28.3 M) SOUTHEAST OF THE CENTERLINE OF THE NORTH
 KV1132'BOUND LANES OF U.S. HIGHWAY 130.
 KV1132'
 KV1132'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF A REMOVED FENCE THAT
 KV1132'USED TO BE SURROUNDING AN ELECTRICAL SUBSTATION (THE SUBSTATION HAS
 KV1132'BEEN REMOVED), 2.5 FT (0.8 M) NORTHEAST OF A SAWED OFF CORNER FENCE
 KV1132'POST, 5 FT (1.5 M) NORTHEAST OF THE NORTHEAST 10 FT (3.0 M) HIGH GATE
 KV1132'POST, 12.5 FT (3.8 M) NORTHEAST OF THE CENTER OF THE FORMER GATE,
 KV1132'ABOUT 75 FT (22.9 M) SOUTHEAST OF POLE NUMBER 619WA, 1.5 FT (0.5 M)
 KV1132'SOUTHWEST OF A METAL WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1151 ***********************************************************************
 KV1151  DESIGNATION -  M 75
 KV1151  PID         -  KV1151
 KV1151  STATE/COUNTY-  NJ/BURLINGTON
 KV1151  COUNTRY     -  US
 KV1151  USGS QUAD   -  BRISTOL (2019)
 KV1151
 KV1151                         *CURRENT SURVEY CONTROL
 KV1151  ______________________________________________________________________
 KV1151* NAD 83(1986) POSITION- 40 06 20.     (N) 074 47 09.     (W)   SCALED
 KV1151* NAVD 88 ORTHO HEIGHT -    18.012 (meters)       59.09  (feet) ADJUSTED
 KV1151  ______________________________________________________________________
 KV1151  GEOID HEIGHT    -        -32.819 (meters)                     GEOID18
 KV1151  DYNAMIC HEIGHT  -         18.005 (meters)       59.07  (feet) COMP
 KV1151  MODELED GRAVITY -    980,195.7   (mgal)                       NAVD 88
 KV1151
 KV1151  VERT ORDER      -  FIRST     CLASS II
 KV1151
 KV1151.The horizontal coordinates were scaled from a map and have
 KV1151.an estimated accuracy of +/- 6 seconds.
 KV1151
 KV1151.The orthometric height was determined by differential leveling and
 KV1151.adjusted by the NATIONAL GEODETIC SURVEY
 KV1151.in June 1991.
 KV1151
 KV1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1151.GEOID18 height accuracy estimate available here.
 KV1151
 KV1151.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK182394(NAD 83)
 KV1151
 KV1151                          SUPERSEDED SURVEY CONTROL
 KV1151
 KV1151  NGVD 29 (??/??/92)   18.370  (m)           60.27   (f) SUPERSEDED  1 2
 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
 KV1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1151.See file dsdata.pdf to determine how the superseded data were derived.
 KV1151
 KV1151_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 KV1151_PROJECTION: RECESSED 5 CENTIMETERS
 KV1151_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = JULY 24, 2026 22:12:30 EDT
 JU2832 ***********************************************************************
 JU2832  DESIGNATION -  M 75
 JU2832  PID         -  JU2832
 JU2832  STATE/COUNTY-  NJ/ATLANTIC
 JU2832  COUNTRY     -  US
 JU2832  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2832
 JU2832                         *CURRENT SURVEY CONTROL
 JU2832  ______________________________________________________________________
 JU2832* NAD 83(1996) POSITION- 39 27 31.32445(N) 074 32 55.52218(W)   ADJUSTED
 JU2832* NAVD 88 ORTHO HEIGHT -    32.50  (+/-2cm)      106.6   (feet) VERTCON3
 JU2832  ______________________________________________________________________
 JU2832  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 JU2832  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 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
 JU2832.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2832.GEOID18 height accuracy estimate available here.
 JU2832
 JU2832.The vertical order pertains to the NGVD 29 superseded value.
 JU2832
 JU2832.Click photographs - Photos may exist for this station.
 JU2832
 JU2832.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2832
 JU2832. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000022  x   0.99990022  =   0.99990044
 JU2832!UTM  18      -   1.00000022  x   0.99961855  =   0.99961877
 JU2832
 JU2832:                Primary Azimuth Mark                     Grid Az
 JU2832:SPC NJ       -  RITZ                                     142 23 52.8
 JU2832:UTM  18      -  RITZ                                     142 04 48.9
 JU2832
 JU2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3882067778(NAD 83)
 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 2351713.9 |
 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
 JU2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2832.See file dsdata.pdf to determine how the superseded data were derived.
 JU2832
 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 = JULY 24, 2026 22:12:30 EDT
 JU0931 ***********************************************************************
 JU0931  DESIGNATION -  M 76
 JU0931  PID         -  JU0931
 JU0931  STATE/COUNTY-  NJ/CAMDEN
 JU0931  COUNTRY     -  US
 JU0931  USGS QUAD   -  CAMDEN (2019)
 JU0931
 JU0931                         *CURRENT SURVEY CONTROL
 JU0931  ______________________________________________________________________
 JU0931* NAD 83(1986) POSITION- 39 59 02.     (N) 075 03 52.     (W)   SCALED
 JU0931* NAVD 88 ORTHO HEIGHT -    48.473 (meters)      159.03  (feet) ADJUSTED
 JU0931  ______________________________________________________________________
 JU0931  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 JU0931  DYNAMIC HEIGHT  -         48.451 (meters)      158.96  (feet) COMP
 JU0931  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 JU0931
 JU0931  VERT ORDER      -  FIRST     CLASS II
 JU0931
 JU0931.The horizontal coordinates were scaled from a map and have
 JU0931.an estimated accuracy of +/- 6 seconds.
 JU0931
 JU0931.The orthometric height was determined by differential leveling and
 JU0931.adjusted by the NATIONAL GEODETIC SURVEY
 JU0931.in June 1991.
 JU0931
 JU0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0931.GEOID18 height accuracy estimate available here.
 JU0931
 JU0931.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK944259(NAD 83)
 JU0931
 JU0931                          SUPERSEDED SURVEY CONTROL
 JU0931
 JU0931  NGVD 29 (??/??/92)   48.791  (m)          160.08   (f) SUPERSEDED  1 2
 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
 JU0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0931.See file dsdata.pdf to determine how the superseded data were derived.
 JU0931
 JU0931_MARKER: DV = VERTICAL CONTROL DISK
 JU0931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0931_SP_SET: BRIDGE DECK
 JU0931_STAMPING: M 76 1974
 JU0931_MARK LOGO: NGS
 JU0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0931
 JU0931  HISTORY     - Date     Condition        Report By
 JU0931  HISTORY     - 1974     MONUMENTED       NGS
 JU0931  HISTORY     - 20210709 SEE DESCRIPTION  NJGS
 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.
 JU0931
 JU0931                          STATION RECOVERY (2021)
 JU0931
 JU0931'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU0931'NO ACCESS TO THIS AREA WITHOUT CLOSING LANE OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2937 ***********************************************************************
 KV2937  DESIGNATION -  M 77
 KV2937  PID         -  KV2937
 KV2937  STATE/COUNTY-  NJ/HUNTERDON
 KV2937  COUNTRY     -  US
 KV2937  USGS QUAD   -  HIGH BRIDGE (2016)
 KV2937
 KV2937                         *CURRENT SURVEY CONTROL
 KV2937  ______________________________________________________________________
 KV2937* NAD 83(1986) POSITION- 40 38 08.     (N) 074 58 10.     (W)   SCALED
 KV2937* NAVD 88 ORTHO HEIGHT -   111.125 (meters)      364.58  (feet) ADJUSTED
 KV2937  ______________________________________________________________________
 KV2937  GEOID HEIGHT    -        -33.782 (meters)                     GEOID18
 KV2937  DYNAMIC HEIGHT  -        111.074 (meters)      364.42  (feet) COMP
 KV2937  MODELED GRAVITY -    980,158.9   (mgal)                       NAVD 88
 KV2937
 KV2937  VERT ORDER      -  FIRST     CLASS II
 KV2937
 KV2937.The horizontal coordinates were scaled from a map and have
 KV2937.an estimated accuracy of +/- 6 seconds.
 KV2937
 KV2937.The orthometric height was determined by differential leveling and
 KV2937.adjusted by the NATIONAL GEODETIC SURVEY
 KV2937.in June 1991.
 KV2937
 KV2937.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2937.GEOID18 height accuracy estimate available here.
 KV2937
 KV2937.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK025983(NAD 83)
 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
 KV2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2937.See file dsdata.pdf to determine how the superseded data were derived.
 KV2937
 KV2937_MARKER: DV = VERTICAL CONTROL DISK
 KV2937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2937_STAMPING: M 77 1978
 KV2937_MARK LOGO: NGS
 KV2937_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2937
 KV2937  HISTORY     - Date     Condition        Report By
 KV2937  HISTORY     - 1978     MONUMENTED       NGS
 KV2937  HISTORY     - 20210316 MARK NOT FOUND   NJGS
 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.
 KV2937
 KV2937                          STATION RECOVERY (2021)
 KV2937
 KV2937'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV2937'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2274 ***********************************************************************
 JU2274  DESIGNATION -  M 78
 JU2274  PID         -  JU2274
 JU2274  STATE/COUNTY-  NJ/CUMBERLAND
 JU2274  COUNTRY     -  US
 JU2274  USGS QUAD   -  MILLVILLE (2019)
 JU2274
 JU2274                         *CURRENT SURVEY CONTROL
 JU2274  ______________________________________________________________________
 JU2274* NAD 83(1986) POSITION- 39 24 20.78   (N) 075 06 04.83   (W)   HD_HELD1
 JU2274* NAVD 88 ORTHO HEIGHT -    23.768 (meters)       77.98  (feet) ADJUSTED
 JU2274  ______________________________________________________________________
 JU2274  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 JU2274  DYNAMIC HEIGHT  -         23.755 (meters)       77.94  (feet) COMP
 JU2274  MODELED GRAVITY -    980,120.5   (mgal)                       NAVD 88
 JU2274
 JU2274  VERT ORDER      -  FIRST     CLASS II
 JU2274
 JU2274.The horizontal coordinates were determined by differentially corrected
 JU2274.hand held GPS observations or other comparable positioning techniques
 JU2274.and have an estimated accuracy of +/- 3 meters.
 JU2274
 JU2274.The orthometric height was determined by differential leveling and
 JU2274.adjusted by the NATIONAL GEODETIC SURVEY
 JU2274.in April 2013.
 JU2274
 JU2274.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2274.GEOID18 height accuracy estimate available here.
 JU2274
 JU2274.Click photographs - Photos may exist for this station.
 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       -    63,717.1      98,211.8     MT  (+/- 3 meters HH1 GPS) 
 JU2274
 JU2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9127461812(NAD 83)
 JU2274
 JU2274                          SUPERSEDED SURVEY CONTROL
 JU2274
 JU2274  NAVD 88 (06/15/91)   23.772  (m)           77.99   (f) SUPERSEDED  1 2
 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
 JU2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2274.See file dsdata.pdf to determine how the superseded data were derived.
 JU2274
 JU2274_MARKER: DV = VERTICAL CONTROL DISK
 JU2274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2274_STAMPING: M 78 1979
 JU2274_MARK LOGO: NGS
 JU2274_PROJECTION: FLUSH
 JU2274_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2274+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2013
 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  HISTORY     - 20110623 GOOD             NJGS
 JU2274  HISTORY     - 20130505 GOOD             PROFLN
 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.
 JU2274
 JU2274                          STATION RECOVERY (2011)
 JU2274
 JU2274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 JU2274'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE NORTHEAST SIDE
 JU2274'OF NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), AT THE NORTHEAST
 JU2274'CORNER OF THE T-INTERSECTION WITH SMITH ROAD.
 JU2274'
 JU2274'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 JU2274'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 3.5 MI
 JU2274'(5.6 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT.
 JU2274'
 JU2274'THE STATION IS 8.2 M (26.9 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 JU2274'HIGHWAY 49, 0.3 M (1.0 FT) WEST FROM A METAL POST WITH WITNESS SIGN
 JU2274'ATTACHED, 0.7 M (2.3 FT) WEST-SOUTHWEST FROM A METAL POLE WITH STREET
 JU2274'SIGN ATTACHED, 0.7 M (2.3 FT) NORTH-NORTHWEST FROM WOOD UTILITY POLE
 JU2274'NUMBER M1642 AND 6.2 M (20.3 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 JU2274'SMITH ROAD.
 JU2274'
 JU2274'THE STATION IS SET ABOUT 0.3 M (1.0 FT) UNDERGROUND IN A PARTIAL
 JU2274'LANDSCAPED FLOWER BED.
 JU2274
 JU2274                          STATION RECOVERY (2013)
 JU2274
 JU2274'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2013 (JRO)
 JU2274'RECOVERED AND PHOTOGRAPHED.  THE BED HAS BEEN CUT AWAY SO THAT THE
 JU2274'MARK IS NOW ABOUT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2388 ***********************************************************************
 JU2388  DESIGNATION -  M 79
 JU2388  PID         -  JU2388
 JU2388  STATE/COUNTY-  NJ/CAPE MAY
 JU2388  COUNTRY     -  US
 JU2388  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2388
 JU2388                         *CURRENT SURVEY CONTROL
 JU2388  ______________________________________________________________________
 JU2388* NAD 83(1986) POSITION- 39 09 59.9    (N) 074 44 40.4    (W)   HD_HELD2
 JU2388* NAVD 88 ORTHO HEIGHT -     6.102 (meters)       20.02  (feet) ADJUSTED
 JU2388  ______________________________________________________________________
 JU2388  GEOID HEIGHT    -        -34.933 (meters)                     GEOID18
 JU2388  DYNAMIC HEIGHT  -          6.099 (meters)       20.01  (feet) COMP
 JU2388  MODELED GRAVITY -    980,078.3   (mgal)                       NAVD 88
 JU2388
 JU2388  VERT ORDER      -  FIRST     CLASS II
 JU2388
 JU2388.The horizontal coordinates were established by autonomous hand held GPS
 JU2388.observations and have an estimated accuracy of +/- 10 meters.
 JU2388
 JU2388.The orthometric height was determined by differential leveling and
 JU2388.adjusted by the NATIONAL GEODETIC SURVEY
 JU2388.in June 1991.
 JU2388
 JU2388.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2388.GEOID18 height accuracy estimate available here.
 JU2388
 JU2388.Click photographs - Photos may exist for this station.
 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       -    37,027.      128,867.      MT  (+/- 10 meters HH2 GPS)
 JU2388
 JU2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2206735300(NAD 83)
 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
 JU2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2388.See file dsdata.pdf to determine how the superseded data were derived.
 JU2388
 JU2388_MARKER: DB = BENCH MARK DISK
 JU2388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2388_STAMPING: M 79 1979
 JU2388_MARK LOGO: NGS
 JU2388_PROJECTION: RECESSED 5 CENTIMETERS
 JU2388_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2388+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2020
 JU2388_ROD/PIPE-DEPTH: 9.14 meters
 JU2388
 JU2388  HISTORY     - Date     Condition        Report By
 JU2388  HISTORY     - 1979     MONUMENTED       NGS
 JU2388  HISTORY     - 20200507 GOOD             NJGS
 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.
 JU2388
 JU2388                          STATION RECOVERY (2020)
 JU2388
 JU2388'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU2388'THE STORE NAME IS NOW FINANCE OF AMERICA MORTGAGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2444 ***********************************************************************
 JU2444  DESIGNATION -  M 80
 JU2444  PID         -  JU2444
 JU2444  STATE/COUNTY-  NJ/OCEAN
 JU2444  COUNTRY     -  US
 JU2444  USGS QUAD   -  WEST CREEK (2019)
 JU2444
 JU2444                         *CURRENT SURVEY CONTROL
 JU2444  ______________________________________________________________________
 JU2444* NAD 83(1986) POSITION- 39 41 39.02   (N) 074 15 36.31   (W)   HD_HELD1
 JU2444* NAVD 88 ORTHO HEIGHT -    10.198 (meters)       33.46  (feet) ADJUSTED
 JU2444  ______________________________________________________________________
 JU2444  GEOID HEIGHT    -        -33.257 (meters)                     GEOID18
 JU2444  DYNAMIC HEIGHT  -         10.193 (meters)       33.44  (feet) COMP
 JU2444  MODELED GRAVITY -    980,162.9   (mgal)                       NAVD 88
 JU2444
 JU2444  VERT ORDER      -  FIRST     CLASS II
 JU2444
 JU2444.The horizontal coordinates were determined by differentially corrected
 JU2444.hand held GPS observations or other comparable positioning techniques
 JU2444.and have an estimated accuracy of +/- 3 meters.
 JU2444
 JU2444.The orthometric height was determined by differential leveling and
 JU2444.adjusted by the NATIONAL GEODETIC SURVEY
 JU2444.in February 2021.
 JU2444
 JU2444.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2444.GEOID18 height accuracy estimate available here.
 JU2444
 JU2444.Click photographs - Photos may exist for this station.
 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       -    95,588.7     170,576.2     MT  (+/- 3 meters HH1 GPS) 
 JU2444
 JU2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6344094075(NAD 83)
 JU2444
 JU2444                          SUPERSEDED SURVEY CONTROL
 JU2444
 JU2444  NAVD 88 (06/15/91)   10.202  (m)           33.47   (f) SUPERSEDED  1 2
 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
 JU2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2444.See file dsdata.pdf to determine how the superseded data were derived.
 JU2444
 JU2444_MARKER: DV = VERTICAL CONTROL DISK
 JU2444_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2444_SP_SET: BRIDGE 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 23, 2020
 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  HISTORY     - 20190115 GOOD             NJGS
 JU2444  HISTORY     - 20200623 GOOD             NJGS
 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.
 JU2444
 JU2444                          STATION RECOVERY (2019)
 JU2444
 JU2444'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU2444'RECOVERED IN GOOD CONDITION.
 JU2444
 JU2444                          STATION RECOVERY (2020)
 JU2444
 JU2444'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 JU2444'RECOVERED IN GOOD CONDITION.
 JU2444'
 JU2444'NOTE-ADDITIONS--THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM)
 JU2444'SOUTH-SOUTHEAST OF BROOKVILLE, 5.5 MI (8.8 KM) NORTHWEST OF SHIP
 JU2444'BOTTOM AND 4.8 MI (7.7 KM) NORTH-NORTHEAST OF WEST CREEK, IN
 JU2444'MANAHAWKIN.
 JU2444'
 JU2444'THE STATION IS SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHEAST
 JU2444'ABUTMENT OF THE NEW JERSEY STATE ROUTE 72 WESTBOUND BRIDGE SPANNING
 JU2444'U.S. HIGHWAY 9.
 JU2444'
 JU2444'THE STATION IS ABOUT 9 FT (2.7 M) ABOVE THE U.S. HIGHWAY 9 ROADWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3503 ***********************************************************************
 KV3503  DESIGNATION -  M 81
 KV3503  PID         -  KV3503
 KV3503  STATE/COUNTY-  NJ/MONMOUTH
 KV3503  COUNTRY     -  US
 KV3503  USGS QUAD   -  POINT PLEASANT (2019)
 KV3503
 KV3503                         *CURRENT SURVEY CONTROL
 KV3503  ______________________________________________________________________
 KV3503* NAD 83(1986) POSITION- 40 06 45.68   (N) 074 03 24.09   (W)   HD_HELD1
 KV3503* NAVD 88 ORTHO HEIGHT -     3.860 (meters)       12.66  (feet) ADJUSTED
 KV3503  ______________________________________________________________________
 KV3503  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 KV3503  DYNAMIC HEIGHT  -          3.859 (meters)       12.66  (feet) COMP
 KV3503  MODELED GRAVITY -    980,157.4   (mgal)                       NAVD 88
 KV3503
 KV3503  VERT ORDER      -  FIRST     CLASS II
 KV3503
 KV3503.The horizontal coordinates were determined by differentially corrected
 KV3503.hand held GPS observations or other comparable positioning techniques
 KV3503.and have an estimated accuracy of +/- 3 meters.
 KV3503
 KV3503.The orthometric height was determined by differential leveling and
 KV3503.adjusted by the NATIONAL GEODETIC SURVEY
 KV3503.in June 1991.
 KV3503
 KV3503.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3503.GEOID18 height accuracy estimate available here.
 KV3503
 KV3503.Click photographs - Photos may exist for this station.
 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       -   142,119.8     187,789.8     MT  (+/- 3 meters HH1 GPS) 
 KV3503
 KV3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8038840691(NAD 83)
 KV3503
 KV3503                          SUPERSEDED SURVEY CONTROL
 KV3503
 KV3503  NGVD 29 (01/10/92)    4.195  (m)           13.76   (f) ADJUSTED    1 2
 KV3503
 KV3503.Superseded values are not recommended for survey control.
 KV3503
 KV3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3503.See file dsdata.pdf to determine how the superseded data were derived.
 KV3503
 KV3503_MARKER: DV = VERTICAL CONTROL DISK
 KV3503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - July 18, 2012
 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  HISTORY     - 20120718 GOOD             NJGS
 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'
 KV3503
 KV3503                          STATION RECOVERY (2012)
 KV3503
 KV3503'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV3503'RECOVERED IN GOOD CONDITION.
 KV3503'
 KV3503'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST
 KV3503'OF ASBURY PARK, 2.1 MI (3.4 KM) NORTH-NORTHEAST OF POINT PLEASANT AND
 KV3503'1.6 MI (2.6 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2260 ***********************************************************************
 JU2260  DESIGNATION -  M 82
 JU2260  PID         -  JU2260
 JU2260  STATE/COUNTY-  NJ/SALEM
 JU2260  COUNTRY     -  US
 JU2260  USGS QUAD   -  ALLOWAY (2019)
 JU2260
 JU2260                         *CURRENT SURVEY CONTROL
 JU2260  ______________________________________________________________________
 JU2260* NAD 83(1986) POSITION- 39 31 14.97   (N) 075 21 53.56   (W)   HD_HELD1
 JU2260* NAVD 88 ORTHO HEIGHT -    25.163 (meters)       82.56  (feet) ADJUSTED
 JU2260  ______________________________________________________________________
 JU2260  GEOID HEIGHT    -        -33.682 (meters)                     GEOID18
 JU2260  DYNAMIC HEIGHT  -         25.150 (meters)       82.51  (feet) COMP
 JU2260  MODELED GRAVITY -    980,110.0   (mgal)                       NAVD 88
 JU2260
 JU2260  VERT ORDER      -  FIRST     CLASS II
 JU2260
 JU2260.The horizontal coordinates were determined by differentially corrected
 JU2260.hand held GPS observations or other comparable positioning techniques
 JU2260.and have an estimated accuracy of +/- 3 meters.
 JU2260
 JU2260.The orthometric height was determined by differential leveling and
 JU2260.adjusted by the NATIONAL GEODETIC SURVEY
 JU2260.in June 1991.
 JU2260
 JU2260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2260.GEOID18 height accuracy estimate available here.
 JU2260
 JU2260.Click photographs - Photos may exist for this station.
 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       -    76,674.1      75,638.0     MT  (+/- 3 meters HH1 GPS) 
 JU2260
 JU2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6863774639(NAD 83)
 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
 JU2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2260.See file dsdata.pdf to determine how the superseded data were derived.
 JU2260
 JU2260_MARKER: DV = VERTICAL CONTROL DISK
 JU2260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2260_STAMPING: M 82 1979
 JU2260_MARK LOGO: NGS
 JU2260_PROJECTION: RECESSED 10 CENTIMETERS
 JU2260_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2260+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2020
 JU2260_ROD/PIPE-DEPTH: 15.2 meters
 JU2260
 JU2260  HISTORY     - Date     Condition        Report By
 JU2260  HISTORY     - 1979     MONUMENTED       NGS
 JU2260  HISTORY     - 20200604 GOOD             NJGS
 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.
 JU2260
 JU2260                          STATION RECOVERY (2020)
 JU2260
 JU2260'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 JU2260'THE WITNESS POST IS SECURED TO POWER POLE B44711, SAND DRIVEWAY DOES
 JU2260'NOT EXIST AND THE STATION IS BELOW THE LEVEL OF THE HIGHWAY.  MARK IS
 JU2260'21 FT (6.4 M) SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE AND 11.6 FT
 JU2260'(3.5 M) NORTHEAST OF A WOODEN FENCE LINE RUNNING NORTHWEST-SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0953 ***********************************************************************
 JU0953  DESIGNATION -  M 9
 JU0953  PID         -  JU0953
 JU0953  STATE/COUNTY-  NJ/SALEM
 JU0953  COUNTRY     -  US
 JU0953  USGS QUAD   -  SHILOH (2019)
 JU0953
 JU0953                         *CURRENT SURVEY CONTROL
 JU0953  ______________________________________________________________________
 JU0953* NAD 83(1986) POSITION- 39 29 23.4    (N) 075 19 30.5    (W)   HD_HELD2
 JU0953* NAVD 88 ORTHO HEIGHT -    20.731 (meters)       68.02  (feet) ADJUSTED
 JU0953  ______________________________________________________________________
 JU0953  GEOID HEIGHT    -        -33.732 (meters)                     GEOID18
 JU0953  DYNAMIC HEIGHT  -         20.720 (meters)       67.98  (feet) COMP
 JU0953  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 JU0953
 JU0953  VERT ORDER      -  FIRST     CLASS II
 JU0953
 JU0953.The horizontal coordinates were established by autonomous hand held GPS
 JU0953.observations and have an estimated accuracy of +/- 10 meters.
 JU0953
 JU0953.The orthometric height was determined by differential leveling and
 JU0953.adjusted by the NATIONAL GEODETIC SURVEY
 JU0953.in June 1991.
 JU0953
 JU0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0953.GEOID18 height accuracy estimate available here.
 JU0953
 JU0953.Click photographs - Photos may exist for this station.
 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       -    73,201.       79,023.      MT  (+/- 10 meters HH2 GPS)
 JU0953
 JU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7204071186(NAD 83)
 JU0953
 JU0953                          SUPERSEDED SURVEY CONTROL
 JU0953
 JU0953  NGVD 29 (01/10/92)   21.028  (m)           68.99   (f) ADJUSTED    1 2
 JU0953  NGVD 29 (??/??/87)   21.096  (m)           69.21   (f) SUPERSEDED  1 2
 JU0953
 JU0953.Superseded values are not recommended for survey control.
 JU0953
 JU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0953.See file dsdata.pdf to determine how the superseded data were derived.
 JU0953
 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_MARK LOGO: CGS
 JU0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0953+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2011
 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  HISTORY     - 20071012 GOOD             GEOCAC
 JU0953  HISTORY     - 20110729 GOOD             NJGS
 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.
 JU0953
 JU0953                          STATION RECOVERY (2007)
 JU0953
 JU0953'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU0953'RECOVERED IN GOOD CONDITION.
 JU0953
 JU0953                          STATION RECOVERY (2011)
 JU0953
 JU0953'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0953'THE STATION IS LOCATED IN QUINTON TOWNSHIP, AT THE CROSSROADS JUNCTION
 JU0953'IN MARLBORO, SET VERTICALLY IN THE EAST CORNER OF THE SOUTHEAST WALL
 JU0953'OF THE 7TH DAY ADVENTIST CHURCH.
 JU0953'
 JU0953'THE STATION IS 53.7 FT SOUTHWEST OF THE CENTERLINE OF ROUTE 49, 1.7 FT
 JU0953'SOUTHWEST OF THE SOUTHEAST CORNER OF THE WALL, 60.4 FT WEST OF POLE
 JU0953'NUMBER B38204, AND 14.5 FT NORTHEAST OF THE CENTRAL DOUBLE DOORS ON
 JU0953'THE SOUTHEAST WALL OF THE CHURCH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4824 ***********************************************************************
 KV4824  DESIGNATION -  MADISON
 KV4824  PID         -  KV4824
 KV4824  STATE/COUNTY-  NJ/UNION
 KV4824  COUNTRY     -  US
 KV4824  USGS QUAD   -  PERTH AMBOY (2016)
 KV4824
 KV4824                         *CURRENT SURVEY CONTROL
 KV4824  ______________________________________________________________________
 KV4824* NAD 83(1996) POSITION- 40 36 59.12915(N) 074 18 45.47150(W)   ADJUSTED
 KV4824* NAVD 88 ORTHO HEIGHT -    30.    (meters)       98.    (feet) SCALED
 KV4824  ______________________________________________________________________
 KV4824  GEOID HEIGHT    -        -32.672 (meters)                     GEOID18
 KV4824  LAPLACE CORR    -          5.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4824.GEOID18 height accuracy estimate available here.
 KV4824
 KV4824.Click photographs - Photos may exist for this station.
 KV4824
 KV4824.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4824
 KV4824. The following values were computed from the NAD 83(1996) position.
 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       -  MADISON AZ MK                            331 28 25.4
 KV4824:SPC NY L     -  MADISON AZ MK                            331 48 00.7
 KV4824:UTM  18      -  MADISON AZ MK                            331 08 53.6
 KV4824
 KV4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5814296405(NAD 83)
 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
 KV4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4824.See file dsdata.pdf to determine how the superseded data were derived.
 KV4824
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AA9238  USGS QUAD   -  NEW EGYPT (2019)
 AA9238
 AA9238                         *CURRENT SURVEY CONTROL
 AA9238  ______________________________________________________________________
 AA9238* NAD 83(2011) POSITION- 40 01 28.37755(N) 074 36 14.22488(W)   ADJUSTED
 AA9238* NAD 83(2011) ELLIP HT-     4.189 (meters)        (06/27/12)   ADJUSTED
 AA9238* NAD 83(2011) EPOCH   -  2010.00
 AA9238* NAVD 88 ORTHO HEIGHT -    36.72  (meters)      120.5   (feet) GPS OBS
 AA9238  ______________________________________________________________________
 AA9238  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9238  GEOID HEIGHT    -        -32.524 (meters)                     GEOID96
 AA9238  GEOID HEIGHT    -        -32.538 (meters)                     GEOID18
 AA9238  NAD 83(2011) X  -  1,298,498.685 (meters)                     COMP
 AA9238  NAD 83(2011) Y  - -4,715,439.913 (meters)                     COMP
 AA9238  NAD 83(2011) Z  -  4,080,075.998 (meters)                     COMP
 AA9238  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 AA9238
 AA9238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9238  Standards:
 AA9238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9238  -------------------------------------------------------------------
 AA9238  NETWORK    1.36   3.67           0.62   0.47   1.87      0.01824187
 AA9238  -------------------------------------------------------------------
 AA9238  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9238
 AA9238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9238.been affixed to the stable North American tectonic plate. See 
 AA9238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9238
 AA9238.The horizontal coordinates are valid at the epoch date displayed above
 AA9238.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AA9238
 AA9238.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9238.GEOID18 height accuracy estimate available here.
 AA9238
 AA9238.Click photographs - Photos may exist for this station.
 AA9238
 AA9238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9238
 AA9238.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9238
 AA9238.The ellipsoidal height was determined by GPS observations
 AA9238.and is referenced to NAD 83.
 AA9238
 AA9238. The following values were computed from the NAD 83(2011) position.
 AA9238
 AA9238;                    North         East     Units Scale Factor Converg.
 AA9238;SPC NJ       -   132,245.142   141,127.259   MT  0.99990097   -0 04 00.7
 AA9238;SPC NJ       -   433,874.27    463,015.02   sFT  0.99990097   -0 04 00.7
 AA9238;UTM  18      - 4,430,557.075   533,794.531   MT  0.99961406   +0 15 16.9
 AA9238
 AA9238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9238!SPC NJ       -   0.99999934  x   0.99990097  =   0.99990031
 AA9238!UTM  18      -   0.99999934  x   0.99961406  =   0.99961340
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3379430557(NAD 83)
 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  NAD 83(2007)-  40 01 28.37759(N)    074 36 14.22512(W) AD(2002.00) 0
 AA9238  ELLIP H (02/10/07)    4.191  (m)                       GP(2002.00)    
 AA9238  ELLIP H (09/23/02)    4.173  (m)                       GP(       ) 4 1
 AA9238  NAD 83(1992)-  40 01 28.37861(N)    074 36 14.22621(W) AD(       ) B
 AA9238  ELLIP H (03/24/98)    4.269  (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)    4.273  (m)                       GP(       ) 1 1
 AA9238  NAVD 88 (11/22/95)   36.71   (m)  GEOID93  model used  GPS OBS        
 AA9238
 AA9238.Superseded values are not recommended for survey control.
 AA9238
 AA9238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9238.See file dsdata.pdf to determine how the superseded data were derived.
 AA9238
 AA9238_MARKER: DD = SURVEY DISK
 AA9238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9238_STAMPING: MAFB 2 1994
 AA9238_MARK LOGO: USACE
 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       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 AA9239 ***********************************************************************
 AA9239  SACS        -  This is a Secondary Airport Control Station.
 AA9239  DESIGNATION -  MAFB 3
 AA9239  PID         -  AA9239
 AA9239  STATE/COUNTY-  NJ/BURLINGTON
 AA9239  COUNTRY     -  US
 AA9239  USGS QUAD   -  NEW EGYPT (2019)
 AA9239
 AA9239                         *CURRENT SURVEY CONTROL
 AA9239  ______________________________________________________________________
 AA9239* NAD 83(2011) POSITION- 40 01 16.58966(N) 074 35 29.49211(W)   ADJUSTED
 AA9239* NAD 83(2011) ELLIP HT-    -0.032 (meters)        (06/27/12)   ADJUSTED
 AA9239* NAD 83(2011) EPOCH   -  2010.00
 AA9239* NAVD 88 ORTHO HEIGHT -    32.50  (meters)      106.6   (feet) GPS OBS
 AA9239  ______________________________________________________________________
 AA9239  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9239  GEOID HEIGHT    -        -32.525 (meters)                     GEOID96
 AA9239  GEOID HEIGHT    -        -32.540 (meters)                     GEOID18
 AA9239  NAD 83(2011) X  -  1,299,582.560 (meters)                     COMP
 AA9239  NAD 83(2011) Y  - -4,715,380.489 (meters)                     COMP
 AA9239  NAD 83(2011) Z  -  4,079,794.862 (meters)                     COMP
 AA9239  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 AA9239
 AA9239  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9239  Standards:
 AA9239         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9239            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9239  -------------------------------------------------------------------
 AA9239  NETWORK    1.79   4.21           0.83   0.59   2.15     -0.03176832
 AA9239  -------------------------------------------------------------------
 AA9239  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9239
 AA9239.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9239.been affixed to the stable North American tectonic plate. See 
 AA9239.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9239
 AA9239.The horizontal coordinates are valid at the epoch date displayed above
 AA9239.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AA9239
 AA9239.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9239.GEOID18 height accuracy estimate available here.
 AA9239
 AA9239.Click photographs - Photos may exist for this station.
 AA9239
 AA9239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9239
 AA9239.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9239
 AA9239.The ellipsoidal height was determined by GPS observations
 AA9239.and is referenced to NAD 83.
 AA9239
 AA9239. The following values were computed from the NAD 83(2011) position.
 AA9239
 AA9239;                    North         East     Units Scale Factor Converg.
 AA9239;SPC NJ       -   131,880.440   142,187.484   MT  0.99990075   -0 03 31.9
 AA9239;SPC NJ       -   432,677.74    466,493.44   sFT  0.99990075   -0 03 31.9
 AA9239;UTM  18      - 4,430,198.432   534,856.482   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3485630198(NAD 83)
 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  NAD 83(2007)-  40 01 16.58970(N)    074 35 29.49234(W) AD(2002.00) 0
 AA9239  ELLIP H (02/10/07)   -0.031  (m)                       GP(2002.00)    
 AA9239  ELLIP H (09/23/02)   -0.048  (m)                       GP(       ) 4 2
 AA9239  NAD 83(1992)-  40 01 16.59073(N)    074 35 29.49344(W) AD(       ) 1
 AA9239  ELLIP H (04/02/98)    0.048  (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)    0.052  (m)                       GP(       ) 4 2
 AA9239  NAVD 88 (11/30/95)   32.49   (m)  GEOID93  model used  GPS OBS        
 AA9239
 AA9239.Superseded values are not recommended for survey control.
 AA9239
 AA9239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9239.See file dsdata.pdf to determine how the superseded data were derived.
 AA9239
 AA9239_MARKER: DD = SURVEY DISK
 AA9239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9239_STAMPING: MAFB-3 1994
 AA9239_MARK LOGO: USACE
 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       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 AA9240 ***********************************************************************
 AA9240  SACS        -  This is a Secondary Airport Control Station.
 AA9240  DESIGNATION -  MAFB 4
 AA9240  PID         -  AA9240
 AA9240  STATE/COUNTY-  NJ/BURLINGTON
 AA9240  COUNTRY     -  US
 AA9240  USGS QUAD   -  NEW EGYPT (2019)
 AA9240
 AA9240                         *CURRENT SURVEY CONTROL
 AA9240  ______________________________________________________________________
 AA9240* NAD 83(2011) POSITION- 40 01 10.14903(N) 074 35 04.76961(W)   ADJUSTED
 AA9240* NAD 83(2011) ELLIP HT-     2.542 (meters)        (06/27/12)   ADJUSTED
 AA9240* NAD 83(2011) EPOCH   -  2010.00
 AA9240* NAVD 88 ORTHO HEIGHT -    35.08  (meters)      115.1   (feet) GPS OBS
 AA9240  ______________________________________________________________________
 AA9240  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9240  GEOID HEIGHT    -        -32.527 (meters)                     GEOID96
 AA9240  GEOID HEIGHT    -        -32.543 (meters)                     GEOID18
 AA9240  NAD 83(2011) X  -  1,300,182.207 (meters)                     COMP
 AA9240  NAD 83(2011) Y  - -4,715,349.737 (meters)                     COMP
 AA9240  NAD 83(2011) Z  -  4,079,644.389 (meters)                     COMP
 AA9240  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 AA9240
 AA9240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9240  Standards:
 AA9240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9240  -------------------------------------------------------------------
 AA9240  NETWORK    1.79   4.21           0.83   0.59   2.15     -0.03179230
 AA9240  -------------------------------------------------------------------
 AA9240  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9240
 AA9240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9240.been affixed to the stable North American tectonic plate. See 
 AA9240.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9240
 AA9240.The horizontal coordinates are valid at the epoch date displayed above
 AA9240.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AA9240
 AA9240.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9240.GEOID18 height accuracy estimate available here.
 AA9240
 AA9240.Click photographs - Photos may exist for this station.
 AA9240
 AA9240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9240
 AA9240.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9240
 AA9240.The ellipsoidal height was determined by GPS observations
 AA9240.and is referenced to NAD 83.
 AA9240
 AA9240. The following values were computed from the NAD 83(2011) position.
 AA9240
 AA9240;                    North         East     Units Scale Factor Converg.
 AA9240;SPC NJ       -   131,681.232   142,773.485   MT  0.99990064   -0 03 16.0
 AA9240;SPC NJ       -   432,024.18    468,416.01   sFT  0.99990064   -0 03 16.0
 AA9240;UTM  18      - 4,430,002.571   535,443.424   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3544330002(NAD 83)
 AA9240
 AA9240                          SUPERSEDED SURVEY CONTROL
 AA9240
 AA9240  NAD 83(2007)-  40 01 10.14907(N)    074 35 04.76984(W) AD(2002.00) 0
 AA9240  ELLIP H (02/10/07)    2.543  (m)                       GP(2002.00)    
 AA9240  ELLIP H (09/23/02)    2.525  (m)                       GP(       ) 4 2
 AA9240  NAD 83(1992)-  40 01 10.15009(N)    074 35 04.77094(W) AD(       ) 1
 AA9240  ELLIP H (04/02/98)    2.621  (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)    2.625  (m)                       GP(       ) 4 2
 AA9240  NAVD 88 (11/30/95)   35.06   (m)  GEOID93  model used  GPS OBS        
 AA9240
 AA9240.Superseded values are not recommended for survey control.
 AA9240
 AA9240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9240.See file dsdata.pdf to determine how the superseded data were derived.
 AA9240
 AA9240_MARKER: DD = SURVEY DISK
 AA9240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9240_STAMPING: MAFB-4 1994
 AA9240_MARK LOGO: USACE
 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       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV4151 ***********************************************************************
 KV4151  DESIGNATION -  MAGNESIA COMPANY STACK
 KV4151  PID         -  KV4151
 KV4151  STATE/COUNTY-  NJ/ESSEX
 KV4151  COUNTRY     -  US
 KV4151  USGS QUAD   -  ORANGE (2016)
 KV4151
 KV4151                         *CURRENT SURVEY CONTROL
 KV4151  ______________________________________________________________________
 KV4151* NAD 83(1996) POSITION- 40 46 24.58698(N) 074 09 19.51643(W)   ADJUSTED
 KV4151  ______________________________________________________________________
 KV4151  GEOID HEIGHT    -        -32.262 (meters)                     GEOID18
 KV4151  LAPLACE CORR    -          5.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4151.GEOID18 height accuracy estimate available here.
 KV4151
 KV4151.Click photographs - Photos may exist for this station.
 KV4151
 KV4151.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4151
 KV4151. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7127313956(NAD 83)
 KV4151
 KV4151                          SUPERSEDED SURVEY CONTROL
 KV4151
 KV4151  NAD 83(1996)-  40 46 24.58675(N)    074 09 19.51669(W) AD(       ) 3
 KV4151  NAD 83(1986)-  40 46 24.58238(N)    074 09 19.52236(W) AD(       ) 3
 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
 KV4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4151.See file dsdata.pdf to determine how the superseded data were derived.
 KV4151
 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 = JULY 24, 2026 22:12:30 EDT
 JU0950 ***********************************************************************
 JU0950  DESIGNATION -  MAGNETIC
 JU0950  PID         -  JU0950
 JU0950  STATE/COUNTY-  NJ/CUMBERLAND
 JU0950  COUNTRY     -  US
 JU0950  USGS QUAD   -  SHILOH (2019)
 JU0950
 JU0950                         *CURRENT SURVEY CONTROL
 JU0950  ______________________________________________________________________
 JU0950* NAD 83(1986) POSITION- 39 27 03.06   (N) 075 17 04.59   (W)   HD_HELD1
 JU0950* NAVD 88 ORTHO HEIGHT -    28.237 (meters)       92.64  (feet) ADJUSTED
 JU0950  ______________________________________________________________________
 JU0950  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 JU0950  DYNAMIC HEIGHT  -         28.222 (meters)       92.59  (feet) COMP
 JU0950  MODELED GRAVITY -    980,118.4   (mgal)                       NAVD 88
 JU0950
 JU0950  VERT ORDER      -  FIRST     CLASS II
 JU0950
 JU0950.The horizontal coordinates were determined by differentially corrected
 JU0950.hand held GPS observations or other comparable positioning techniques
 JU0950.and have an estimated accuracy of +/- 3 meters.
 JU0950
 JU0950.The orthometric height was determined by differential leveling and
 JU0950.adjusted by the NATIONAL GEODETIC SURVEY
 JU0950.in April 2013.
 JU0950
 JU0950.No vertical observational check was made to the station.
 JU0950
 JU0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0950.GEOID18 height accuracy estimate available here.
 JU0950
 JU0950.Click photographs - Photos may exist for this station.
 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       -    68,842.5      82,472.0     MT  (+/- 3 meters HH1 GPS) 
 JU0950
 JU0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7551266848(NAD 83)
 JU0950
 JU0950                          SUPERSEDED SURVEY CONTROL
 JU0950
 JU0950  NAVD 88 (06/15/91)   28.194  (m)           92.50   (f) SUPERSEDED  1 2
 JU0950  NGVD 29 (04/16/92)   28.498  (m)           93.50   (f) ADJUSTED    1 2
 JU0950  NGVD 29 (01/10/92)   28.498  (m)           93.50   (f) SUPERSEDED  1 2
 JU0950  NGVD 29 (??/??/87)   28.562  (m)           93.71   (f) SUPERSEDED  1 2
 JU0950
 JU0950.Superseded values are not recommended for survey control.
 JU0950
 JU0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0950.See file dsdata.pdf to determine how the superseded data were derived.
 JU0950
 JU0950_MARKER: DM = MAGNETIC STATION DISK
 JU0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0950_STAMPING: MAGNETIC
 JU0950_MARK LOGO: CGS
 JU0950_PROJECTION: RECESSED 15 CENTIMETERS
 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 02, 2019
 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  HISTORY     - 20071012 GOOD             GEOCAC
 JU0950  HISTORY     - 20110531 GOOD             NJGS
 JU0950  HISTORY     - 20130505 GOOD             PROFLN
 JU0950  HISTORY     - 20140803 GOOD             GEOCAC
 JU0950  HISTORY     - 20190802 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.
 JU0950
 JU0950                          STATION RECOVERY (2007)
 JU0950
 JU0950'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU0950'RECOVERED IN GOOD CONDITION.
 JU0950
 JU0950                          STATION RECOVERY (2011)
 JU0950
 JU0950'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0950'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, AT THE NORTHWEST CORNER
 JU0950'OF THE MAIN DRIVEWAY LEADING FROM SHILOH PIKE (NJ STATE ROUTE 49) TO
 JU0950'THE FERNWOOD CEMETERY.
 JU0950'
 JU0950'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 JU0950'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 3.2 MI (5.1
 JU0950'KM) WEST ON ROUTE 49 TO THE DRIVEWAY TO THE CEMETERY AND THE STATION
 JU0950'ON THE RIGHT.
 JU0950'
 JU0950'THE STATION IS 0.5 FT (0.2 M) SOUTH OF A WITNESS POST INSTALLED AT
 JU0950'THIS TIME, 45.8 FT (14.0 M) EAST OF POLE NUMBER B428, 70 FT (21.3 M)
 JU0950'WEST OF THE CENTERLINE OF A TRIANGULARLY SHAPED ISLAND FOR THE
 JU0950'DRIVEWAY, 20 FT (6.1 M) WEST OF THE NORTHWEST CURB OF THE EXIT LANE OF
 JU0950'THE DRIVEWAY, 51.2 FT (15.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 JU0950'THE GRANITE BASE OF A 6 FT (1.8 M) HEADSTONE (HALTER, LEMUEL H
 JU0950'1879-1964 1882-1939), 32.8 FT (10.0 M) NORTHEAST OF THE CENTERLINE OF
 JU0950'ROUTE 49.
 JU0950
 JU0950                          STATION RECOVERY (2013)
 JU0950
 JU0950'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2013 (JRO)
 JU0950'RECOVERED AND PHOTOGRAPHED.
 JU0950
 JU0950                          STATION RECOVERY (2014)
 JU0950
 JU0950'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 JU0950'RECOVERED IN GOOD CONDITION.
 JU0950
 JU0950                          STATION RECOVERY (2019)
 JU0950
 JU0950'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU0950'NEW DISTANCES FOR TIES ARE 0.25 FT (8 CM) SOUTH OF A WITNESS POST, 47
 JU0950'FT (14.3 M) EAST OF POLE NUMBER B428 AND 31.33 FT (9.5 M) NORTHEAST OF
 JU0950'THE CENTERLINE OF ROUTE 49.  THE STATION WAS ABOUT 0.5 FT (15 CM)
 JU0950'BELOW THE SURFACE.  TREES ABOVE AND TO THE NORTH MAY INTERFERE IN
 JU0950'SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2776 ***********************************************************************
 JU2776  DESIGNATION -  MAGNETIC
 JU2776  PID         -  JU2776
 JU2776  STATE/COUNTY-  NJ/ATLANTIC
 JU2776  COUNTRY     -  US
 JU2776  USGS QUAD   -  ATLANTIC CITY (2019)
 JU2776
 JU2776                         *CURRENT SURVEY CONTROL
 JU2776  ______________________________________________________________________
 JU2776* NAD 83(1996) POSITION- 39 21 33.00496(N) 074 27 31.18489(W)   ADJUSTED
 JU2776* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU2776  ______________________________________________________________________
 JU2776  GEOID HEIGHT    -        -34.402 (meters)                     GEOID18
 JU2776  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2776.GEOID18 height accuracy estimate available here.
 JU2776
 JU2776.Click photographs - Photos may exist for this station.
 JU2776
 JU2776.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2776
 JU2776. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000499  x   0.99990016  =   0.99990515
 JU2776!UTM  18      -   1.00000499  x   0.99962678  =   0.99963177
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4663756774(NAD 83)
 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
 JU2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2776.See file dsdata.pdf to determine how the superseded data were derived.
 JU2776
 JU2776_MARKER: DS = TRIANGULATION STATION DISK
 JU2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2776_STAMPING: MAGNETIC 1935
 JU2776_MARK LOGO: CGS
 JU2776_PROJECTION: RECESSED 30 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 LY2542 ***********************************************************************
 LY2542  DESIGNATION -  MAHWAH MUN STANDPIPE
 LY2542  PID         -  LY2542
 LY2542  STATE/COUNTY-  NJ/BERGEN
 LY2542  COUNTRY     -  US
 LY2542  USGS QUAD   -  RAMSEY (2019)
 LY2542
 LY2542                         *CURRENT SURVEY CONTROL
 LY2542  ______________________________________________________________________
 LY2542* NAD 83(1996) POSITION- 41 05 33.33092(N) 074 07 54.32248(W)   ADJUSTED
 LY2542  ______________________________________________________________________
 LY2542  GEOID HEIGHT    -        -31.898 (meters)                     GEOID18
 LY2542  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2542.GEOID18 height accuracy estimate available here.
 LY2542
 LY2542.Click photographs - Photos may exist for this station.
 LY2542
 LY2542.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2542
 LY2542. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7291849398(NAD 83)
 LY2542
 LY2542                          SUPERSEDED SURVEY CONTROL
 LY2542
 LY2542  NAD 83(1996)-  41 05 33.33091(N)    074 07 54.32250(W) AD(       ) 3
 LY2542  NAD 83(1986)-  41 05 33.33213(N)    074 07 54.32337(W) AD(       ) 3
 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
 LY2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2542.See file dsdata.pdf to determine how the superseded data were derived.
 LY2542
 LY2542_MARKER: 52 = STANDPIPE TANK
 LY2542
 LY2542  HISTORY     - Date     Condition        Report By
 LY2542  HISTORY     - 1964     FIRST OBSERVED   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 = JULY 24, 2026 22:12:30 EDT
 LY2541 ***********************************************************************
 LY2541  DESIGNATION -  MAHWAH SAM BRAEN CO MAST
 LY2541  PID         -  LY2541
 LY2541  STATE/COUNTY-  NJ/BERGEN
 LY2541  COUNTRY     -  US
 LY2541  USGS QUAD   -  RAMSEY (2019)
 LY2541
 LY2541                         *CURRENT SURVEY CONTROL
 LY2541  ______________________________________________________________________
 LY2541* NAD 83(1996) POSITION- 41 06 36.46165(N) 074 10 29.92455(W)   ADJUSTED
 LY2541  ______________________________________________________________________
 LY2541  GEOID HEIGHT    -        -31.957 (meters)                     GEOID18
 LY2541  LAPLACE CORR    -          2.19  (seconds)                    DEFLEC18
 LY2541  HORZ ORDER      -  THIRD
 LY2541
 LY2541.The horizontal coordinates were established by classical geodetic methods
 LY2541.and adjusted by the National Geodetic Survey in September 1999.
 LY2541
 LY2541.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2541.GEOID18 height accuracy estimate available here.
 LY2541
 LY2541.Click photographs - Photos may exist for this station.
 LY2541
 LY2541.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2541
 LY2541. The following values were computed from the NAD 83(1996) position.
 LY2541
 LY2541;                    North         East     Units Scale Factor Converg.
 LY2541;SPC NJ       -   252,827.538   177,297.422   MT  0.99990917   +0 12 49.3
 LY2541;SPC NJ       -   829,485.01    581,683.29   sFT  0.99990917   +0 12 49.3
 LY2541;SPC NY E     -   252,827.538   177,297.422   MT  0.99990917   +0 12 49.3
 LY2541;SPC NY E     -   829,485.01    581,683.29   sFT  0.99990917   +0 12 49.3
 LY2541;UTM  18      - 4,551,310.384   569,270.236   MT  0.99965905   +0 32 32.9
 LY2541
 LY2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6927051310(NAD 83)
 LY2541
 LY2541                          SUPERSEDED SURVEY CONTROL
 LY2541
 LY2541  NAD 83(1996)-  41 06 36.46173(N)    074 10 29.92479(W) AD(       ) 3
 LY2541  NAD 83(1986)-  41 06 36.46415(N)    074 10 29.92972(W) AD(       ) 3
 LY2541  NAD 27      -  41 06 36.12699(N)    074 10 31.41736(W) AD(       ) 3
 LY2541
 LY2541.Superseded values are not recommended for survey control.
 LY2541
 LY2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2541.See file dsdata.pdf to determine how the superseded data were derived.
 LY2541
 LY2541_MARKER: 42 = RADIO/TV MAST
 LY2541
 LY2541  HISTORY     - Date     Condition        Report By
 LY2541  HISTORY     - 1964     FIRST OBSERVED   CGS
 LY2541
 LY2541                          STATION DESCRIPTION
 LY2541
 LY2541'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4783 ***********************************************************************
 KV4783  DESIGNATION -  MAIL
 KV4783  PID         -  KV4783
 KV4783  STATE/COUNTY-  NJ/ESSEX
 KV4783  COUNTRY     -  US
 KV4783  USGS QUAD   -  ELIZABETH (2016)
 KV4783
 KV4783                         *CURRENT SURVEY CONTROL
 KV4783  ______________________________________________________________________
 KV4783* NAD 83(1996) POSITION- 40 42 19.02670(N) 074 09 15.04197(W)   ADJUSTED
 KV4783* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4783  ______________________________________________________________________
 KV4783  GEOID HEIGHT    -        -32.272 (meters)                     GEOID18
 KV4783  LAPLACE CORR    -          6.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4783.GEOID18 height accuracy estimate available here.
 KV4783
 KV4783.Click photographs - Photos may exist for this station.
 KV4783
 KV4783.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4783
 KV4783. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000465  x   0.99991051  =   0.99991515
 KV4783!SPC NY L     -   1.00000465  x   0.99999808  =   1.00000273
 KV4783!UTM  18      -   1.00000465  x   0.99966284  =   0.99966748
 KV4783
 KV4783:                Primary Azimuth Mark                     Grid Az
 KV4783:SPC NJ       -  WECO                                     059 28 28.5
 KV4783:SPC NY L     -  WECO                                     059 48 03.4
 KV4783:UTM  18      -  WECO                                     059 08 54.5
 KV4783
 KV4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7145106385(NAD 83)
 KV4783
 KV4783|---------------------------------------------------------------------|
 KV4783| PID    Reference Object                     Distance      Geod. Az  |
 KV4783|                                                           dddmmss.s |
 KV4783| KV4759 NEWARK HENSLER BREWERY FLAG         APPROX. 2.3 KM 0025611.4 |
 KV4783| KV4746 NEWARK CELLULOID CO W CHIM          APPROX. 2.7 KM 0055417.3 |
 KV4783| KV4749 NEWARK CELLULOID CO E CHIM          APPROX. 2.7 KM 0062200.0 |
 KV4783| KV4770 NEWARK MEADOW BALL BLUE CHIM        APPROX. 1.7 KM 0315942.6 |
 KV4783| KV4328 KEARNY POINT WEST ELEC N CHIM       APPROX. 3.6 KM 0555903.1 |
 KV4783| KV4326 KEARNY POINT WEST ELEC S CHIM       APPROX. 3.6 KM 0560657.4 |
 KV4783| KV4327 WECO                                APPROX. 4.0 KM 0594200.4 |
 KV4783| KV4230 BAYONNE JER CITY G E GAS TANK       APPROX. 4.6 KM 1263745.4 |
 KV4783| KV4760 PORT NEWARK WEYERH TIMBER TANK      APPROX. 1.4 KM 1563213.9 |
 KV4783| KV4737 NEWARK BAY ELECTRO DYNAMIC TK       APPROX. 5.8 KM 1650745.2 |
 KV4783| KV4765 PORT NEWARK SEARS ROEBUCK TANK      APPROX. 1.3 KM 1741404.3 |
 KV4783| KV4764 PORT NEWARK SEARS ROEBUCK CHIM      APPROX. 1.3 KM 1763303.3 |
 KV4783| KV4719 ELIZABETHPORT SINGER TANK           APPROX. 6.0 KM 1964205.9 |
 KV4783| KV4748 ELIZABETH H V WALKER TALL TANK      APPROX. 4.7 KM 2224549.9 |
 KV4783| KV4747 ELIZABETH HITCHINGS CO TANK         APPROX. 5.0 KM 2260827.2 |
 KV4783| KV4752 ELIZABETH HITCHINGS CO CHIMNEY      APPROX. 5.0 KM 2262727.1 |
 KV4783| KV4768 ELIZABETH INLAND TALL CHIMNEY       APPROX. 4.8 KM 2410530.9 |
 KV4783| KV4790 PORT NEWARK AIR MAIL PO CUP          10.157 METERS 24109     |
 KV4783| KV4766 ELIZABETH PJ SCHWEITZER CHIM        APPROX. 4.6 KM 2440540.0 |
 KV4783| KV4761 NEWARK UNITED COLOR CHIM            APPROX. 4.0 KM 2455523.4 |
 KV4783| CB5286 MAIL RM 1                            15.035 METERS 25953     |
 KV4783| KV4778 NEWARK GENERAL LEATHER CHIMNEY      APPROX. 3.2 KM 2712218.0 |
 KV4783| KV4780 NEWARK AIRPORT AERO BEACON          APPROX. 0.5 KM 2760030.3 |
 KV4783| KV4775 NEWARK BETH ISRAEL HOSP CUPOLA      APPROX. 5.0 KM 2765049.2 |
 KV4783| KV4771 NEWARK SEARS ROEBUCK FLAGPOLE       APPROX. 3.3 KM 2932418.1 |
 KV4783| KV4774 NEWARK KREBS PIGMENT CHIM           APPROX. 2.2 KM 3011321.2 |
 KV4783| KV4773 NEWARK MERCHANTS REFRIG TANK        APPROX. 2.0 KM 3043816.9 |
 KV4783| KV4758 NEWARK MEDICAL TOWER                APPROX. 3.2 KM 3193445.7 |
 KV4783| KV4769 NEWARK MURPHY AND CO CHIMNEY        APPROX. 2.5 KM 3283853.9 |
 KV4783| KV4678 NEWARK NATL N AND E BANK FLAG       APPROX. 3.8 KM 3380054.3 |
 KV4783| KV4782 NEWARK LEFCOURT NEWARK BLDG FP      APPROX. 3.8 KM 3390510.8 |
 KV4783| KV4696 NEWARK AMER INSUR BLDG DOME         APPROX. 4.5 KM 3420515.1 |
 KV4783| KV4756 NEWARK ST JAMES CATH CH SPIRE       APPROX. 2.7 KM 3451618.9 |
 KV4783| KV4139 HARRISON CLARK THREAD CHIMNEY       APPROX. 5.3 KM 3524244.8 |
 KV4783| KV4681 HARRISON GAS CO HUGE GAS TANK       APPROX. 3.5 KM 3533540.2 |
 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
 KV4783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4783.See file dsdata.pdf to determine how the superseded data were derived.
 KV4783
 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 = JULY 24, 2026 22:12:30 EDT
 JU2820 ***********************************************************************
 JU2820  DESIGNATION -  MAIN
 JU2820  PID         -  JU2820
 JU2820  STATE/COUNTY-  NJ/ATLANTIC
 JU2820  COUNTRY     -  US
 JU2820  USGS QUAD   -  OCEANVILLE (2019)
 JU2820
 JU2820                         *CURRENT SURVEY CONTROL
 JU2820  ______________________________________________________________________
 JU2820* NAD 83(1996) POSITION- 39 29 02.59050(N) 074 22 45.05279(W)   ADJUSTED
 JU2820* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2820  ______________________________________________________________________
 JU2820  GEOID HEIGHT    -        -33.938 (meters)                     GEOID18
 JU2820  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2820.GEOID18 height accuracy estimate available here.
 JU2820
 JU2820.Click photographs - Photos may exist for this station.
 JU2820
 JU2820.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2820
 JU2820. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000523  x   0.99990133  =   0.99990656
 JU2820!UTM  18      -   1.00000523  x   0.99963509  =   0.99964032
 JU2820
 JU2820:                Primary Azimuth Mark                     Grid Az
 JU2820:SPC NJ       -  OYSTER                                   311 32 06.0
 JU2820:UTM  18      -  OYSTER                                   311 13 01.4
 JU2820
 JU2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5338970678(NAD 83)
 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
 JU2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2820.See file dsdata.pdf to determine how the superseded data were derived.
 JU2820
 JU2820_MARKER: DS = TRIANGULATION STATION DISK
 JU2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2820_STAMPING: MAIN 1935
 JU2820_MARK LOGO: CGS
 JU2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2820+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2921 ***********************************************************************
 JU2921  DESIGNATION -  MAIN
 JU2921  PID         -  JU2921
 JU2921  STATE/COUNTY-  NJ/CAPE MAY
 JU2921  COUNTRY     -  US
 JU2921  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2921
 JU2921                         *CURRENT SURVEY CONTROL
 JU2921  ______________________________________________________________________
 JU2921* NAD 83(1996) POSITION- 39 13 02.10596(N) 074 39 19.68493(W)   ADJUSTED
 JU2921* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2921  ______________________________________________________________________
 JU2921  GEOID HEIGHT    -        -34.797 (meters)                     GEOID18
 JU2921  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2921.GEOID18 height accuracy estimate available here.
 JU2921
 JU2921.Click photographs - Photos may exist for this station.
 JU2921
 JU2921.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2921
 JU2921. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2921:SPC NJ       -  PALERMO                                  337 24 47.9
 JU2921:UTM  18      -  PALERMO                                  337 05 49.8
 JU2921
 JU2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2974240942(NAD 83)
 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
 JU2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2921.See file dsdata.pdf to determine how the superseded data were derived.
 JU2921
 JU2921_MARKER: DS = TRIANGULATION STATION DISK
 JU2921_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2921_STAMPING: MAIN 1936
 JU2921_MARK LOGO: CGS
 JU2921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU4371 ***********************************************************************
 JU4371  DESIGNATION -  MAKE
 JU4371  PID         -  JU4371
 JU4371  STATE/COUNTY-  NJ/ATLANTIC
 JU4371  COUNTRY     -  US
 JU4371  USGS QUAD   -  EGG HARBOR CITY (2019)
 JU4371
 JU4371                         *CURRENT SURVEY CONTROL
 JU4371  ______________________________________________________________________
 JU4371* NAD 83(2011) POSITION- 39 33 14.69261(N) 074 44 33.80437(W)   ADJUSTED
 JU4371* NAD 83(2011) ELLIP HT-    -7.835 (meters)        (06/27/12)   ADJUSTED
 JU4371* NAD 83(2011) EPOCH   -  2010.00
 JU4371* NAVD 88 ORTHO HEIGHT -    25.8   (meters)       85.    (feet) GPS OBS
 JU4371  ______________________________________________________________________
 JU4371  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4371  GEOID HEIGHT    -        -33.920 (meters)                     GEOID93
 JU4371  GEOID HEIGHT    -        -33.640 (meters)                     GEOID18
 JU4371  NAD 83(2011) X  -  1,295,868.593 (meters)                     COMP
 JU4371  NAD 83(2011) Y  - -4,750,813.317 (meters)                     COMP
 JU4371  NAD 83(2011) Z  -  4,039,929.873 (meters)                     COMP
 JU4371  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 JU4371
 JU4371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4371  Standards:
 JU4371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4371  -------------------------------------------------------------------
 JU4371  NETWORK    0.44   0.84           0.20   0.15   0.43     -0.18978555
 JU4371  -------------------------------------------------------------------
 JU4371  Click here for local accuracies and other accuracy information.
 JU4371
 JU4371.The horizontal coordinates were established by GPS observations
 JU4371.and adjusted by the National Geodetic Survey in June 2012.
 JU4371
 JU4371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4371.been affixed to the stable North American tectonic plate. See 
 JU4371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4371
 JU4371.The horizontal coordinates are valid at the epoch date displayed above
 JU4371.which is a decimal equivalence of Year/Month/Day.
 JU4371
 JU4371.The orthometric height was determined by GPS observations and a
 JU4371.high-resolution geoid model.
 JU4371
 JU4371.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4371.GEOID18 height accuracy estimate available here.
 JU4371
 JU4371.Click photographs - Photos may exist for this station.
 JU4371
 JU4371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4371
 JU4371.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4371
 JU4371.The ellipsoidal height was determined by GPS observations
 JU4371.and is referenced to NAD 83.
 JU4371
 JU4371. The following values were computed from the NAD 83(2011) position.
 JU4371
 JU4371;                    North         East     Units Scale Factor Converg.
 JU4371;SPC NJ       -    80,036.983   129,140.790   MT  0.99990536   -0 09 16.4
 JU4371;SPC NJ       -   262,588.00    423,689.41   sFT  0.99990536   -0 09 16.4
 JU4371;UTM  18      - 4,378,298.112   522,103.247   MT  0.99960601   +0 09 49.8
 JU4371
 JU4371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4371!SPC NJ       -   1.00000123  x   0.99990536  =   0.99990659
 JU4371!UTM  18      -   1.00000123  x   0.99960601  =   0.99960724
 JU4371
 JU4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2210378298(NAD 83)
 JU4371
 JU4371                          SUPERSEDED SURVEY CONTROL
 JU4371
 JU4371  NAD 83(2007)-  39 33 14.69301(N)    074 44 33.80507(W) AD(2002.00) 0
 JU4371  ELLIP H (02/10/07)   -7.828  (m)                       GP(2002.00)    
 JU4371  ELLIP H (10/23/02)   -7.803  (m)                       GP(       ) 4 1
 JU4371  NAD 83(1996)-  39 33 14.69291(N)    074 44 33.80524(W) AD(       ) 1
 JU4371  ELLIP H (05/14/99)   -7.817  (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
 JU4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4371.See file dsdata.pdf to determine how the superseded data were derived.
 JU4371
 JU4371_MARKER: DD = SURVEY DISK
 JU4371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - October 10, 2019
 JU4371
 JU4371  HISTORY     - Date     Condition        Report By
 JU4371  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4371  HISTORY     - 20110429 GOOD             INDIV
 JU4371  HISTORY     - 20191010 GOOD             NJGS
 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.
 JU4371
 JU4371                          STATION RECOVERY (2011)
 JU4371
 JU4371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU4371'RECOVERED IN GOOD CONDITION. THE ROAD HAS BEEN REPAVED AND THE CURBING
 JU4371'HAS BEEN REPLACED. THE STATION IS NOW 1.5 FT SOUTHEAST OF THE
 JU4371'SOUTHEAST EDGE OF THE PAVEMENT AND THE DRILLHOLES ARE NO LONGER THERE.
 JU4371'
 JU4371
 JU4371                          STATION RECOVERY (2019)
 JU4371
 JU4371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU4371'ADDITIONAL TIES ARE 0.6 M (2.0 FT) NORTHWEST OF GUIDERAIL, 5.9 M (19.4
 JU4371'FT) SOUTHEAST OF CENTER OF ELWOOD WEYMOUTH ROAD, 13.7 M (44.9 FT)
 JU4371'SOUTHWEST OF UTILITY POLE 71290 3676 AND 22 M (72.2 FT) SOUTHWEST OF
 JU4371'BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3325 ***********************************************************************
 JU3325  DESIGNATION -  MALLOW USE 1932
 JU3325  PID         -  JU3325
 JU3325  STATE/COUNTY-  NJ/GLOUCESTER
 JU3325  COUNTRY     -  US
 JU3325  USGS QUAD   -  MARCUS HOOK (2019)
 JU3325
 JU3325                         *CURRENT SURVEY CONTROL
 JU3325  ______________________________________________________________________
 JU3325* NAD 83(1996) POSITION- 39 47 12.97999(N) 075 25 35.96931(W)   ADJUSTED
 JU3325* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3325  ______________________________________________________________________
 JU3325  GEOID HEIGHT    -        -32.994 (meters)                     GEOID18
 JU3325  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3325.GEOID18 height accuracy estimate available here.
 JU3325
 JU3325.Click photographs - Photos may exist for this station.
 JU3325
 JU3325.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3325
 JU3325. The following values were computed from the NAD 83(1996) position.
 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 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 PA S     -   1.00000522  x   1.00002612  =   1.00003134
 JU3325!UTM  18      -   1.00000522  x   0.99961643  =   0.99962165
 JU3325
 JU3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6346704197(NAD 83)
 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
 JU3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3325.See file dsdata.pdf to determine how the superseded data were derived.
 JU3325
 JU3325_MARKER: I = METAL ROD
 JU3325_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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       USACE
 JU3325  HISTORY     - 1934     GOOD             CGS
 JU3325  HISTORY     - 1946     GOOD             CGS
 JU3325
 JU3325                          STATION DESCRIPTION
 JU3325
 JU3325'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4690 ***********************************************************************
 KV4690  DESIGNATION -  MALT COMPANY CHIMNEY
 KV4690  PID         -  KV4690
 KV4690  STATE/COUNTY-  NJ/ESSEX
 KV4690  COUNTRY     -  US
 KV4690  USGS QUAD   -  ELIZABETH (2016)
 KV4690
 KV4690                         *CURRENT SURVEY CONTROL
 KV4690  ______________________________________________________________________
 KV4690* NAD 83(1996) POSITION- 40 44 04.24667(N) 074 09 40.92361(W)   ADJUSTED
 KV4690  ______________________________________________________________________
 KV4690  GEOID HEIGHT    -        -32.288 (meters)                     GEOID18
 KV4690  LAPLACE CORR    -          5.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4690.GEOID18 height accuracy estimate available here.
 KV4690
 KV4690.Click photographs - Photos may exist for this station.
 KV4690
 KV4690.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4690
 KV4690. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7081209624(NAD 83)
 KV4690
 KV4690                          SUPERSEDED SURVEY CONTROL
 KV4690
 KV4690  NAD 83(1996)-  40 44 04.24655(N)    074 09 40.92385(W) AD(       ) 3
 KV4690  NAD 83(1986)-  40 44 04.24480(N)    074 09 40.92699(W) AD(       ) 3
 KV4690  NAD 27      -  40 44 03.87900(N)    074 09 42.40300(W) AD(       ) 3
 KV4690  USSD        -  40 44 04.25900(N)    074 09 42.30800(W) AD(       ) 3
 KV4690
 KV4690.Superseded values are not recommended for survey control.
 KV4690
 KV4690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4690.See file dsdata.pdf to determine how the superseded data were derived.
 KV4690
 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 = JULY 24, 2026 22:12:30 EDT
 KV0835 ***********************************************************************
 KV0835  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0835  DESIGNATION -  MAN
 KV0835  PID         -  KV0835
 KV0835  STATE/COUNTY-  NJ/OCEAN
 KV0835  COUNTRY     -  US
 KV0835  USGS QUAD   -  POINT PLEASANT (2019)
 KV0835
 KV0835                         *CURRENT SURVEY CONTROL
 KV0835  ______________________________________________________________________
 KV0835* NAD 83(2011) POSITION- 40 06 11.06172(N) 074 02 15.11053(W)   ADJUSTED
 KV0835* NAD 83(2011) ELLIP HT-   -30.915 (meters)        (06/27/12)   ADJUSTED
 KV0835* NAD 83(2011) EPOCH   -  2010.00
 KV0835* NAVD 88 ORTHO HEIGHT -     2.112 (meters)        6.93  (feet) ADJUSTED
 KV0835  ______________________________________________________________________
 KV0835  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 KV0835  NAD 83(2011) X  -  1,343,500.182 (meters)                     COMP
 KV0835  NAD 83(2011) Y  - -4,696,951.586 (meters)                     COMP
 KV0835  NAD 83(2011) Z  -  4,086,726.217 (meters)                     COMP
 KV0835  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 KV0835  DYNAMIC HEIGHT  -          2.111 (meters)        6.93  (feet) COMP
 KV0835  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 KV0835
 KV0835  VERT ORDER      -  FIRST     CLASS II
 KV0835
 KV0835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0835  Standards:
 KV0835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0835  -------------------------------------------------------------------
 KV0835  NETWORK    0.57   0.88           0.25   0.21   0.45     -0.04469841
 KV0835  -------------------------------------------------------------------
 KV0835  Click here for local accuracies and other accuracy information.
 KV0835
 KV0835.The horizontal coordinates were established by GPS observations
 KV0835.and adjusted by the National Geodetic Survey in June 2012.
 KV0835
 KV0835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0835.been affixed to the stable North American tectonic plate. See 
 KV0835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0835
 KV0835.The horizontal coordinates are valid at the epoch date displayed above
 KV0835.which is a decimal equivalence of Year/Month/Day.
 KV0835
 KV0835.The orthometric height was determined by differential leveling and
 KV0835.adjusted by the NATIONAL GEODETIC SURVEY
 KV0835.in March 2001.
 KV0835
 KV0835.No vertical observational check was made to the station.
 KV0835
 KV0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0835.GEOID18 height accuracy estimate available here.
 KV0835
 KV0835.This Tidal Bench Mark is designated as VM 2597
 KV0835.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0835
 KV0835.Click photographs - Photos may exist for this station.
 KV0835
 KV0835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0835
 KV0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0835
 KV0835.The ellipsoidal height was determined by GPS observations
 KV0835.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0835
 KV0835;                    North         East     Units Scale Factor Converg.
 KV0835;SPC NJ       -   141,060.510   189,428.725   MT  0.99991913   +0 17 52.5
 KV0835;SPC NJ       -   462,796.02    621,484.08   sFT  0.99991913   +0 17 52.5
 KV0835;UTM  18      - 4,439,641.239   582,033.095   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  =   0.99968769
 KV0835
 KV0835:                Primary Azimuth Mark                     Grid Az
 KV0835:SPC NJ       -  MAN AZ MK                                268 48 50.5
 KV0835:UTM  18      -  MAN AZ MK                                268 29 30.9
 KV0835
 KV0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8203339641(NAD 83)
 KV0835
 KV0835|---------------------------------------------------------------------|
 KV0835| PID    Reference Object                     Distance      Geod. Az  |
 KV0835|                                                           dddmmss.s |
 KV0835| KV6767 NJGPS 47                            196.302 METERS 00309     |
 KV0835| CB5814 CROSS IN BASE OF LIGHT POLE                        06315     |
 KV0835| KV0834 MAN RM 1                             26.727 METERS 08234     |
 KV0835| KV3525 M 54 RESET                           33.585 METERS 10617     |
 KV0835| KV5247 MANASQUAN INLET SHORAN TOWER         16.350 METERS 13917     |
 KV0835| KV5270 BAY HEAD WATER TANK                 APPROX. 3.9 KM 1894046.9 |
 KV0835| KV0836 853 2591 TIDAL 5                     16.808 METERS 19503     |
 KV0835| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX. 2.0 KM 2024913.3 |
 KV0835| KV5279 POINT PLEASANT STANDPIPE            APPROX. 1.9 KM 2042811.3 |
 KV0835| KV5277 POINT PLEASANT NJ POWER MAST        APPROX. 1.9 KM 2044044.1 |
 KV0835| KV5284 POINT PLEASANT NEW EAST TANK        APPROX. 3.3 KM 2265216.1 |
 KV0835| KV5287 POINT PLEASANT NEW WEST TANK        APPROX. 3.7 KM 2291407.7 |
 KV0835| KV0838 MAN AZ MK                                          2690643.0 |
 KV0835| KV5224 BRIELLE WATER TANK                  APPROX. 2.4 KM 2973104.9 |
 KV0835| KV5218 MANASQUAN WATER TANK                APPROX. 2.6 KM 3190316.9 |
 KV0835| KV5177 SPRING LAKE WEST TANK               APPROX. 5.3 KM 3464035.8 |
 KV0835| KV5179 SEA GIRT STATE ARSENAL TANK         APPROX. 2.6 KM 3465812.3 |
 KV0835|---------------------------------------------------------------------|
 KV0835
 KV0835                          SUPERSEDED SURVEY CONTROL
 KV0835
 KV0835  NAD 83(2007)-  40 06 11.06212(N)    074 02 15.11099(W) AD(2002.00) 0
 KV0835  ELLIP H (02/10/07)  -30.907  (m)                       GP(2002.00)    
 KV0835  ELLIP H (10/23/02)  -30.891  (m)                       GP(       ) 4 1
 KV0835  NAD 83(1996)-  40 06 11.06185(N)    074 02 15.11072(W) AD(       ) 1
 KV0835  ELLIP H (05/14/99)  -30.911  (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)  -30.819  (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)  -30.784  (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               2.12   (m)            7.0    (f) LEVELING    3  
 KV0835  NAVD 88               2.12   (m)            7.0    (f) LEVELING    3  
 KV0835  NAVD 88 (??/??/92)    2.116  (m)            6.94   (f) SUPERSEDED  3 0
 KV0835  NGVD 29 (04/16/92)    2.452  (m)            8.04   (f) ADJUSTED    1 1
 KV0835  NGVD 29 (??/??/87)    2.495  (m)            8.19   (f) SUPERSEDED  1 1
 KV0835  NGVD 29               2.50   (m)            8.2    (f) LEVELING    3  
 KV0835
 KV0835.Superseded values are not recommended for survey control.
 KV0835
 KV0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0835.See file dsdata.pdf to determine how the superseded data were derived.
 KV0835
 KV0835_MARKER: DS = TRIANGULATION STATION DISK
 KV0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0835_STAMPING: MAN 1962
 KV0835_MARK LOGO: CGS
 KV0835_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV0838 ***********************************************************************
 KV0838  DESIGNATION -  MAN AZ MK
 KV0838  PID         -  KV0838
 KV0838  STATE/COUNTY-  NJ/OCEAN
 KV0838  COUNTRY     -  US
 KV0838  USGS QUAD   -  POINT PLEASANT (2019)
 KV0838
 KV0838                         *CURRENT SURVEY CONTROL
 KV0838  ______________________________________________________________________
 KV0838* NAD 83(1986) POSITION- 40 06 10.37   (N) 074 03 09.44   (W)   HD_HELD1
 KV0838* NAVD 88 ORTHO HEIGHT -    11.138 (meters)       36.54  (feet) ADJUSTED
 KV0838  ______________________________________________________________________
 KV0838  GEOID HEIGHT    -        -33.008 (meters)                     GEOID18
 KV0838  DYNAMIC HEIGHT  -         11.133 (meters)       36.53  (feet) COMP
 KV0838  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 KV0838
 KV0838  VERT ORDER      -  FIRST     CLASS II
 KV0838
 KV0838.The horizontal coordinates were determined by differentially corrected
 KV0838.hand held GPS observations or other comparable positioning techniques
 KV0838.and have an estimated accuracy of +/- 3 meters.
 KV0838
 KV0838.The orthometric height was determined by differential leveling and
 KV0838.adjusted by the NATIONAL GEODETIC SURVEY
 KV0838.in September 2015.
 KV0838
 KV0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0838.GEOID18 height accuracy estimate available here.
 KV0838
 KV0838.Click photographs - Photos may exist for this station.
 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       -   141,032.6     188,142.2     MT  (+/- 3 meters HH1 GPS) 
 KV0838
 KV0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8074739606(NAD 83)
 KV0838
 KV0838                          SUPERSEDED SURVEY CONTROL
 KV0838
 KV0838  NAVD 88 (03/01/01)   11.141  (m)           36.55   (f) SUPERSEDED  1 2
 KV0838  NAVD 88 (??/??/92)   11.156  (m)           36.60   (f) SUPERSEDED  3 0
 KV0838  NGVD 29 (04/16/92)   11.492  (m)           37.70   (f) ADJUSTED    1 1
 KV0838  NGVD 29 (??/??/87)   11.535  (m)           37.84   (f) SUPERSEDED  1 1
 KV0838
 KV0838.Superseded values are not recommended for survey control.
 KV0838
 KV0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0838.See file dsdata.pdf to determine how the superseded data were derived.
 KV0838
 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 - July 18, 2012
 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  HISTORY     - 20120718 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.
 KV0838
 KV0838                          STATION RECOVERY (2012)
 KV0838
 KV0838'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV0838'RECOVERED IN GOOD CONDITION.
 KV0838'
 KV0838'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST
 KV0838'OF ASBURY PARK, 1.6 MI (2.6 KM) NORTH-NORTHEAST OF POINT PLEASANT AND
 KV0838'0.8 MI (1.3 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0834 ***********************************************************************
 KV0834  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0834  DESIGNATION -  MAN RM 1
 KV0834  PID         -  KV0834
 KV0834  STATE/COUNTY-  NJ/OCEAN
 KV0834  COUNTRY     -  US
 KV0834  USGS QUAD   -  POINT PLEASANT (2019)
 KV0834
 KV0834                         *CURRENT SURVEY CONTROL
 KV0834  ______________________________________________________________________
 KV0834* NAD 83(1996) POSITION- 40 06 11.17462(N) 074 02 13.99651(W)   ADJUSTED
 KV0834* NAVD 88 ORTHO HEIGHT -     1.962 (meters)        6.44  (feet) ADJUSTED
 KV0834  ______________________________________________________________________
 KV0834  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 KV0834  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 KV0834  DYNAMIC HEIGHT  -          1.961 (meters)        6.43  (feet) COMP
 KV0834  MODELED GRAVITY -    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 and
 KV0834.adjusted by the NATIONAL GEODETIC SURVEY
 KV0834.in March 2001.
 KV0834
 KV0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0834.GEOID18 height accuracy estimate available here.
 KV0834
 KV0834.This Tidal Bench Mark is designated as VM 2598
 KV0834.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0834
 KV0834.Click photographs - Photos may exist for this station.
 KV0834
 KV0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8205939645(NAD 83)
 KV0834
 KV0834                          SUPERSEDED SURVEY CONTROL
 KV0834
 KV0834  NAVD 88 (??/??/92)    1.958  (m)            6.42   (f) SUPERSEDED  3 0
 KV0834  NGVD 29 (04/16/92)    2.293  (m)            7.52   (f) ADJUSTED    1 1
 KV0834  NGVD 29 (??/??/87)    2.337  (m)            7.67   (f) SUPERSEDED  1 1
 KV0834
 KV0834.Superseded values are not recommended for survey control.
 KV0834
 KV0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0834.See file dsdata.pdf to determine how the superseded data were derived.
 KV0834
 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 - March 28, 2013
 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  HISTORY     - 20120718 GOOD             NJGS
 KV0834  HISTORY     - 20130328 GOOD             NJDEP
 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.
 KV0834
 KV0834                          STATION RECOVERY (2012)
 KV0834
 KV0834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0834'RECOVERED IN GOOD CONDITION.
 KV0834'
 KV0834'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH OF ASBURY
 KV0834'PARK, 2.2 MI (3.5 KM) NORTHEAST OF POINT PLEASANT AND 1.0 MI (1.6 KM)
 KV0834'NORTHEAST OF POINT PLEASANT BEACH.
 KV0834'
 KV0834'THE STATION IS 6 FT (1.8 M) EAST A WITNESS POST.
 KV0834
 KV0834                          STATION RECOVERY (2013)
 KV0834
 KV0834'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2013 (JO)
 KV0834'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4025 ***********************************************************************
 JU4025  DESIGNATION -  MANAHAWKIN PRIMARY PAIR 1
 JU4025  PID         -  JU4025
 JU4025  STATE/COUNTY-  NJ/OCEAN
 JU4025  COUNTRY     -  US
 JU4025  USGS QUAD   -  WEST CREEK (2019)
 JU4025
 JU4025                         *CURRENT SURVEY CONTROL
 JU4025  ______________________________________________________________________
 JU4025* NAD 83(2011) POSITION- 39 42 09.29984(N) 074 16 27.83527(W)   ADJUSTED
 JU4025* NAD 83(2011) ELLIP HT-   -18.170 (meters)        (06/27/12)   ADJUSTED
 JU4025* NAD 83(2011) EPOCH   -  2010.00
 JU4025* NAVD 88 ORTHO HEIGHT -    15.1   (meters)       50.    (feet) GPS OBS
 JU4025  ______________________________________________________________________
 JU4025  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4025  GEOID HEIGHT    -        -33.500 (meters)                     GEOID93
 JU4025  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 JU4025  NAD 83(2011) X  -  1,331,804.803 (meters)                     COMP
 JU4025  NAD 83(2011) Y  - -4,729,932.513 (meters)                     COMP
 JU4025  NAD 83(2011) Z  -  4,052,622.126 (meters)                     COMP
 JU4025  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 JU4025
 JU4025  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4025  Standards:
 JU4025         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4025            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4025  -------------------------------------------------------------------
 JU4025  NETWORK    0.55   0.78           0.22   0.23   0.40     -0.00598561
 JU4025  -------------------------------------------------------------------
 JU4025  Click here for local accuracies and other accuracy information.
 JU4025
 JU4025.The horizontal coordinates were established by GPS observations
 JU4025.and adjusted by the National Geodetic Survey in June 2012.
 JU4025
 JU4025.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4025.been affixed to the stable North American tectonic plate. See 
 JU4025.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4025
 JU4025.The horizontal coordinates are valid at the epoch date displayed above
 JU4025.which is a decimal equivalence of Year/Month/Day.
 JU4025
 JU4025.The orthometric height was determined by GPS observations and a
 JU4025.high-resolution geoid model.
 JU4025
 JU4025.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4025.GEOID18 height accuracy estimate available here.
 JU4025
 JU4025.Click photographs - Photos may exist for this station.
 JU4025
 JU4025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4025
 JU4025.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4025
 JU4025.The ellipsoidal height was determined by GPS observations
 JU4025.and is referenced to NAD 83.
 JU4025
 JU4025. The following values were computed from the NAD 83(2011) position.
 JU4025
 JU4025;                    North         East     Units Scale Factor Converg.
 JU4025;SPC NJ       -    96,519.335   169,346.361   MT  0.99990461   +0 08 38.8
 JU4025;SPC NJ       -   316,663.85    555,597.19   sFT  0.99990461   +0 08 38.8
 JU4025;UTM  18      - 4,394,999.346   562,205.296   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  =   0.99965049
 JU4025
 JU4025:                Primary Azimuth Mark                     Grid Az
 JU4025:SPC NJ       -  MANAHAWKIN PRIMARY PAIR 2                208 08 01.5
 JU4025:UTM  18      -  MANAHAWKIN PRIMARY PAIR 2                207 48 51.6
 JU4025
 JU4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6220594999(NAD 83)
 JU4025
 JU4025|---------------------------------------------------------------------|
 JU4025| PID    Reference Object                     Distance      Geod. Az  |
 JU4025|                                                           dddmmss.s |
 JU4025| JU4026 MANAHAWKIN PRIMARY PAIR 2           APPROX. 0.5 KM 2081640.3 |
 JU4025|---------------------------------------------------------------------|
 JU4025
 JU4025                          SUPERSEDED SURVEY CONTROL
 JU4025
 JU4025  NAD 83(2007)-  39 42 09.30037(N)    074 16 27.83603(W) AD(2002.00) 0
 JU4025  ELLIP H (02/10/07)  -18.161  (m)                       GP(2002.00)    
 JU4025  ELLIP H (09/23/02)  -18.138  (m)                       GP(       ) 4 1
 JU4025  NAD 83(1996)-  39 42 09.30020(N)    074 16 27.83657(W) AD(       ) B
 JU4025  ELLIP H (07/24/97)  -18.138  (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)  -18.193  (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)  -18.092  (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  NAVD 88 (03/31/93)   15.2    (m)  UNKNOWN  model used  GPS OBS        
 JU4025  NGVD 29 (08/10/88)   15.6    (m)  RAPSU86  model used  GPS OBS        
 JU4025
 JU4025.Superseded values are not recommended for survey control.
 JU4025
 JU4025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4025.See file dsdata.pdf to determine how the superseded data were derived.
 JU4025
 JU4025_MARKER: I = METAL ROD
 JU4025_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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 = JULY 24, 2026 22:12:30 EDT
 KV5217 ***********************************************************************
 KV5217  DESIGNATION -  MANASQUAN FIRST PRESB CHURCH
 KV5217  PID         -  KV5217
 KV5217  STATE/COUNTY-  NJ/MONMOUTH
 KV5217  COUNTRY     -  US
 KV5217  USGS QUAD   -  POINT PLEASANT (2019)
 KV5217
 KV5217                         *CURRENT SURVEY CONTROL
 KV5217  ______________________________________________________________________
 KV5217* NAD 83(1996) POSITION- 40 07 17.60992(N) 074 03 15.80550(W)   ADJUSTED
 KV5217  ______________________________________________________________________
 KV5217  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 KV5217  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5217.GEOID18 height accuracy estimate available here.
 KV5217
 KV5217.Click photographs - Photos may exist for this station.
 KV5217
 KV5217.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5217
 KV5217. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8057441677(NAD 83)
 KV5217
 KV5217                          SUPERSEDED SURVEY CONTROL
 KV5217
 KV5217  NAD 83(1986)-  40 07 17.60235(N)    074 03 15.79913(W) AD(       ) 3
 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
 KV5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5217.See file dsdata.pdf to determine how the superseded data were derived.
 KV5217
 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 = JULY 24, 2026 22:12:30 EDT
 KV5161 ***********************************************************************
 KV5161  DESIGNATION -  MANASQUAN HOLY TRINITY LUTH CH
 KV5161  PID         -  KV5161
 KV5161  STATE/COUNTY-  NJ/MONMOUTH
 KV5161  COUNTRY     -  US
 KV5161  USGS QUAD   -  ASBURY PARK (2019)
 KV5161
 KV5161                         *CURRENT SURVEY CONTROL
 KV5161  ______________________________________________________________________
 KV5161* NAD 83(1996) POSITION- 40 07 32.78332(N) 074 03 10.23983(W)   ADJUSTED
 KV5161  ______________________________________________________________________
 KV5161  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 KV5161  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5161.GEOID18 height accuracy estimate available here.
 KV5161
 KV5161.Click photographs - Photos may exist for this station.
 KV5161
 KV5161.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5161
 KV5161. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8070142146(NAD 83)
 KV5161
 KV5161                          SUPERSEDED SURVEY CONTROL
 KV5161
 KV5161  NAD 83(1986)-  40 07 32.77714(N)    074 03 10.23203(W) AD(       ) 3
 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
 KV5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5161.See file dsdata.pdf to determine how the superseded data were derived.
 KV5161
 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 = JULY 24, 2026 22:12:30 EDT
 AI5193 ***********************************************************************
 AI5193  DESIGNATION -  MANASQUAN IN N SKEL TWR NE LEG
 AI5193  PID         -  AI5193
 AI5193  STATE/COUNTY-  NJ/MONMOUTH
 AI5193  COUNTRY     -  US
 AI5193  USGS QUAD   -  POINT PLEASANT (2019)
 AI5193
 AI5193                         *CURRENT SURVEY CONTROL
 AI5193  ______________________________________________________________________
 AI5193* NAD 83(1996) POSITION- 40 06 05.91172(N) 074 01 52.94187(W)   ADJUSTED
 AI5193* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 AI5193  ______________________________________________________________________
 AI5193  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 AI5193  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5193.GEOID18 height accuracy estimate available here.
 AI5193
 AI5193.Click photographs - Photos may exist for this station.
 AI5193
 AI5193.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5193
 AI5193. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968857
 AI5193
 AI5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8255939488(NAD 83)
 AI5193
 AI5193                          SUPERSEDED SURVEY CONTROL
 AI5193
 AI5193.No superseded survey control is available for this station.
 AI5193
 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 = JULY 24, 2026 22:12:30 EDT
 AI5190 ***********************************************************************
 AI5190  DESIGNATION -  MANASQUAN INLET N BKWTR LT 4
 AI5190  PID         -  AI5190
 AI5190  STATE/COUNTY-  NJ/MONMOUTH
 AI5190  COUNTRY     -  US
 AI5190  USGS QUAD   -  POINT PLEASANT (2019)
 AI5190
 AI5190                         *CURRENT SURVEY CONTROL
 AI5190  ______________________________________________________________________
 AI5190* NAD 83(1996) POSITION- 40 06 05.87547(N) 074 01 52.97277(W)   ADJUSTED
 AI5190* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 AI5190  ______________________________________________________________________
 AI5190  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 AI5190  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5190.GEOID18 height accuracy estimate available here.
 AI5190
 AI5190.Click photographs - Photos may exist for this station.
 AI5190
 AI5190.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5190
 AI5190. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000459  x   0.99991964  =   0.99992423
 AI5190!UTM  18      -   1.00000459  x   0.99968391  =   0.99968850
 AI5190
 AI5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8255839487(NAD 83)
 AI5190
 AI5190                          SUPERSEDED SURVEY CONTROL
 AI5190
 AI5190.No superseded survey control is available for this station.
 AI5190
 AI5190_MARKER: 14 = NAVIGATION LIGHT
 AI5190
 AI5190  HISTORY     - Date     Condition        Report By
 AI5190  HISTORY     - 1988     FIRST OBSERVED   NOS
 AI5190
 AI5190                          STATION DESCRIPTION
 AI5190
 AI5190'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 AI5192 ***********************************************************************
 AI5192  DESIGNATION -  MANASQUAN INLET S BKWTR LT 3
 AI5192  PID         -  AI5192
 AI5192  STATE/COUNTY-  NJ/OCEAN
 AI5192  COUNTRY     -  US
 AI5192  USGS QUAD   -  POINT PLEASANT (2019)
 AI5192
 AI5192                         *CURRENT SURVEY CONTROL
 AI5192  ______________________________________________________________________
 AI5192* NAD 83(1996) POSITION- 40 06 01.37670(N) 074 01 54.14515(W)   ADJUSTED
 AI5192* NAVD 88 ORTHO HEIGHT -    13.8   (meters)       45.    (feet) VERTCON3
 AI5192  ______________________________________________________________________
 AI5192  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 AI5192  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5192.GEOID18 height accuracy estimate available here.
 AI5192
 AI5192.Click photographs - Photos may exist for this station.
 AI5192
 AI5192.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5192
 AI5192. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8253239348(NAD 83)
 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
 AI5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5192.See file dsdata.pdf to determine how the superseded data were derived.
 AI5192
 AI5192_MARKER: 14 = NAVIGATION LIGHT
 AI5192
 AI5192  HISTORY     - Date     Condition        Report By
 AI5192  HISTORY     - 1988     FIRST OBSERVED   NOS
 AI5192
 AI5192                          STATION DESCRIPTION
 AI5192
 AI5192'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 KV5218 ***********************************************************************
 KV5218  DESIGNATION -  MANASQUAN WATER TANK
 KV5218  PID         -  KV5218
 KV5218  STATE/COUNTY-  NJ/MONMOUTH
 KV5218  COUNTRY     -  US
 KV5218  USGS QUAD   -  POINT PLEASANT (2019)
 KV5218
 KV5218                         *CURRENT SURVEY CONTROL
 KV5218  ______________________________________________________________________
 KV5218* NAD 83(1996) POSITION- 40 07 13.68475(N) 074 03 25.89510(W)   ADJUSTED
 KV5218* NAVD 88 ORTHO HEIGHT -    35.    (meters)      115.    (feet) SCALED
 KV5218  ______________________________________________________________________
 KV5218  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 KV5218  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5218.GEOID18 height accuracy estimate available here.
 KV5218
 KV5218.Click photographs - Photos may exist for this station.
 KV5218
 KV5218.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5218
 KV5218. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8033641554(NAD 83)
 KV5218
 KV5218                          SUPERSEDED SURVEY CONTROL
 KV5218
 KV5218  NAD 83(1986)-  40 07 13.68025(N)    074 03 25.88880(W) AD(       ) 3
 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
 KV5218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5218.See file dsdata.pdf to determine how the superseded data were derived.
 KV5218
 KV5218_MARKER: 53 = ELEVATED TANK
 KV5218_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV4685 ***********************************************************************
 KV4685  DESIGNATION -  MANHATTAN
 KV4685  PID         -  KV4685
 KV4685  STATE/COUNTY-  NJ/HUDSON
 KV4685  COUNTRY     -  US
 KV4685  USGS QUAD   -  ELIZABETH (2016)
 KV4685
 KV4685                         *CURRENT SURVEY CONTROL
 KV4685  ______________________________________________________________________
 KV4685* NAD 83(1996) POSITION- 40 44 04.97897(N) 074 09 01.87193(W)   ADJUSTED
 KV4685* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4685  ______________________________________________________________________
 KV4685  GEOID HEIGHT    -        -32.258 (meters)                     GEOID18
 KV4685  LAPLACE CORR    -          5.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4685.GEOID18 height accuracy estimate available here.
 KV4685
 KV4685.Click photographs - Photos may exist for this station.
 KV4685
 KV4685.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4685
 KV4685. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4685:SPC NJ       -  PAINT                                    058 26 05.9
 KV4685:SPC NY L     -  PAINT                                    058 45 41.3
 KV4685:UTM  18      -  PAINT                                    058 06 31.2
 KV4685
 KV4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7172809655(NAD 83)
 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  USSD        -  40 44 04.99000(N)    074 09 03.24400(W) AD(       ) 3
 KV4685
 KV4685.Superseded values are not recommended for survey control.
 KV4685
 KV4685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4685.See file dsdata.pdf to determine how the superseded data were derived.
 KV4685
 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 = JULY 24, 2026 22:12:30 EDT
 KV0860 ***********************************************************************
 KV0860  DESIGNATION -  MANTOLOKING
 KV0860  PID         -  KV0860
 KV0860  STATE/COUNTY-  NJ/OCEAN
 KV0860  COUNTRY     -  US
 KV0860  USGS QUAD   -  POINT PLEASANT (2019)
 KV0860
 KV0860                         *CURRENT SURVEY CONTROL
 KV0860  ______________________________________________________________________
 KV0860* NAD 83(2011) POSITION- 40 02 18.42676(N) 074 03 11.67342(W)   ADJUSTED
 KV0860* NAD 83(2011) ELLIP HT-   -31.903 (meters)        (06/27/12)   ADJUSTED
 KV0860* NAD 83(2011) EPOCH   -  2010.00
 KV0860* NAVD 88 ORTHO HEIGHT -     1.140 (meters)        3.74  (feet) ADJUSTED
 KV0860  ______________________________________________________________________
 KV0860  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 KV0860  NAD 83(2011) X  -  1,343,480.924 (meters)                     COMP
 KV0860  NAD 83(2011) Y  - -4,701,760.271 (meters)                     COMP
 KV0860  NAD 83(2011) Z  -  4,081,234.758 (meters)                     COMP
 KV0860  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 KV0860  DYNAMIC HEIGHT  -          1.139 (meters)        3.74  (feet) COMP
 KV0860  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 KV0860
 KV0860  VERT ORDER      -  FIRST     CLASS II
 KV0860
 KV0860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0860  Standards:
 KV0860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0860  -------------------------------------------------------------------
 KV0860  NETWORK    0.37   0.71           0.17   0.13   0.36      0.00787727
 KV0860  -------------------------------------------------------------------
 KV0860  Click here for local accuracies and other accuracy information.
 KV0860
 KV0860.The horizontal coordinates were established by GPS observations
 KV0860.and adjusted by the National Geodetic Survey in June 2012.
 KV0860
 KV0860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0860.been affixed to the stable North American tectonic plate. See 
 KV0860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0860
 KV0860.The horizontal coordinates are valid at the epoch date displayed above
 KV0860.which is a decimal equivalence of Year/Month/Day.
 KV0860
 KV0860.The orthometric height was determined by differential leveling and
 KV0860.adjusted by the NATIONAL GEODETIC SURVEY
 KV0860.in March 2017.
 KV0860
 KV0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0860.GEOID18 height accuracy estimate available here.
 KV0860
 KV0860.Click photographs - Photos may exist for this station.
 KV0860
 KV0860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0860
 KV0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0860
 KV0860.The ellipsoidal height was determined by GPS observations
 KV0860.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0860
 KV0860;                    North         East     Units Scale Factor Converg.
 KV0860;SPC NJ       -   133,879.106   188,125.183   MT  0.99991789   +0 17 14.7
 KV0860;SPC NJ       -   439,235.03    617,207.37   sFT  0.99991789   +0 17 14.7
 KV0860;UTM  18      - 4,432,454.328   580,770.219   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       -  MANTOLOKING AZ MK                        301 41 07.5
 KV0860:UTM  18      -  MANTOLOKING AZ MK                        301 21 49.5
 KV0860
 KV0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8077032454(NAD 83)
 KV0860
 KV0860|---------------------------------------------------------------------|
 KV0860| PID    Reference Object                     Distance      Geod. Az  |
 KV0860|                                                           dddmmss.s |
 KV0860| KV5270 BAY HEAD WATER TANK                 APPROX. 3.4 KM 0113615.7 |
 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 1775145.9 |
 KV0860| JU2581 NORMANDY BEACH WATER TANK           APPROX. 4.5 KM 1901103.7 |
 KV0860| KV5231 BARNEGAT WATERWAY LIGHT 29          APPROX. 2.0 KM 2151608.2 |
 KV0860| KV0858 MANTOLOKING AZ MK                   412.499 METERS 3015822.2 |
 KV0860| KV6763 NJGPS 43                            285.152 METERS 31536     |
 KV0860|---------------------------------------------------------------------|
 KV0860
 KV0860                          SUPERSEDED SURVEY CONTROL
 KV0860
 KV0860  NAD 83(2007)-  40 02 18.42705(N)    074 03 11.67421(W) AD(2002.00) 0
 KV0860  ELLIP H (02/10/07)  -31.905  (m)                       GP(2002.00)    
 KV0860  ELLIP H (09/23/02)  -31.892  (m)                       GP(       ) 4 1
 KV0860  NAD 83(1996)-  40 02 18.42673(N)    074 03 11.67364(W) AD(       ) B
 KV0860  ELLIP H (07/24/97)  -31.912  (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)  -31.971  (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)  -31.776  (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 (09/24/15)    1.138  (m)            3.73   (f) SUPERSEDED  1 2
 KV0860  NAVD 88 (03/01/01)    1.146  (m)            3.76   (f) SUPERSEDED  1 1
 KV0860  NAVD 88               1.15   (m)            3.8    (f) LEVELING    3  
 KV0860  NAVD 88 (06/15/91)    1.153  (m)            3.78   (f) SUPERSEDED  1 1
 KV0860  NGVD 29               1.49   (m)            4.9    (f) LEVELING    3  
 KV0860  NGVD 29 (04/16/92)    1.494  (m)            4.90   (f) ADJUSTED    1 1
 KV0860  NGVD 29 (??/??/87)    1.543  (m)            5.06   (f) SUPERSEDED  1 1
 KV0860  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 KV0860
 KV0860.Superseded values are not recommended for survey control.
 KV0860
 KV0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0860.See file dsdata.pdf to determine how the superseded data were derived.
 KV0860
 KV0860_MARKER: DS = TRIANGULATION STATION DISK
 KV0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0860_STAMPING: MANTOLOKING 1932
 KV0860_MARK LOGO: CGS
 KV0860_PROJECTION: PROJECTING 20 CENTIMETERS
 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 - April 11, 2016
 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     - 1990     GOOD             USPSQD
 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  HISTORY     - 20120629 GOOD             NJGS
 KV0860  HISTORY     - 20130228 GOOD             BOSWEL
 KV0860  HISTORY     - 20160411 GOOD             NJGS
 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 1932.
 KV0860'
 KV0860'R.M. NO. 1, RECOVERED AS DESCRIBED.  STAMPED MANTOLOKING NO. 1 1932.
 KV0860'
 KV0860'R.M. NO. 2, RECOVERED AS DESCRIBED.  STAMPED MANTOLOKING NO. 2 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 GOOD
 KV0860'CONDITION.  REFERENCE MARK 2 COULD NOT BE FOUND AND SHOULD BE
 KV0860'CONSIDERED LOST.  AN ERROR WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 KV0860'1.  THE DIRECTION TO REFERENCE MARKS 1 AND 3 CHECKED.  AN AZIMUTH MARK
 KV0860'WAS ESTABLISHED AT THIS TIME.  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 OF
 KV0860'A FRAME HOUSE, 41 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BOAT
 KV0860'SHED, 48 FEET EAST OF A SEA WALL, AND 4 FEET SOUTH OF A WITNESS POST.
 KV0860'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED MANTOLOKING
 KV0860'1932.
 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 DRIVEWAY
 KV0860'FOR 0.05 MILE TO THE NORTHWEST CORNER OF THE YACHT CLUB GROUNDS AND
 KV0860'THE STATION.
 KV0860'
 KV0860'TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON BAY AVE. FOR 0.15 MILE TO
 KV0860'A T-ROAD.  TURN LEFT AND GO WEST ON HERBERT STREET CROSSING A BRIDGE
 KV0860'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AT THE NORTH SIDE OF A
 KV0860'PARKING LOT.
 KV0860'
 KV0860'REFERENCE MARK NO. 1 IS 112 FEET NORTH OF THE CENTERLINE OF THE
 KV0860'DRIVEWAY, 32 FEET WEST OF THE CENTERLINE OF BAY AVE., AND 2 FEET WEST
 KV0860'OF A RAIL FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 KV0860'STAMPED MANTOLOKING NO 1 1932.
 KV0860'
 KV0860'REFERENCE MARK NO. 3 IS NEAR THE CENTER OF A GRAVELED PARKING AREA, 67
 KV0860'FEET NORTH OF THE NORTHEAST CORNER OF A SMALL BUILDING, 50 FEET EAST
 KV0860'OF A SEA WALL, AND 35 FEET NORTHEAST OF A FLAGPOLE.  THE MONUMENT
 KV0860'PROJECTS 1 INCH AND THE DISK IS STAMPED MANTOLOKING NO 3 1932.
 KV0860'
 KV0860'THE AZIMUTH MARK IS 54 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 23
 KV0860'FEET SOUTH OF THE CENTERLINE OF STATE ROAD 35, 11 FEET NORTHEAST OF
 KV0860'THE NORTHEAST CORNER OF A TELEPHONE BOOTH, 2 FEET EAST OF A WITNESS
 KV0860'POST, AND 1 FOOT SOUTH OF A CONCRETE BLOCK WALL.  THE MONUMENT
 KV0860'PROJECTS 4 INCHES AND THE DISK IS STAMPED 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.
 KV0860'
 KV0860'THE STATION IS LOCATED BETWEEN DOWNER AVENUE AND OLD BRIDGE STREET,
 KV0860'JUST NORTH OF MANTOLOKING YACHT CLUB.  IT IS 78 FEET NORTH OF A SMALL
 KV0860'LAUNCHING RAMP, 48 FEET EAST OF THE BULKHEAD AND ABOUT ON THE NORTH
 KV0860'PROPERTY LINE OF THE YACHT CLUB.
 KV0860'
 KV0860'RM 1 IS 306 FEET FROM THE STATION, PROJECTING 3 INCHES FROM THE LAWN.
 KV0860'IT IS 107 FEET NORTH OF THE DRIVEWAY, 32 FEET WEST OF THE CENTER OF
 KV0860'BAY AVENUE AND 3.5 FEET WEST OF A RAIL FENCE, MEASURED FROM A POINT 9
 KV0860'FEET SOUTH OF THE NORTH END OF THE FENCE.
 KV0860'
 KV0860'RM 2 (AZIMUTH MARK) IS PROJECTING 3 INCHES.  IT IS 157 FEET SOUTH OF
 KV0860'THE CENTER OF DOWNER AVENUE AND 2.4 FEET EAST OF THE SIDEWALK, IN LINE
 KV0860'WITH THE BRICK WALL AT THE SOUTH END OF A TENNIS COURT.
 KV0860'
 KV0860'RM 3 IS 49 FEET EAST OF THE BULKHEAD AND 34 FEET EAST OF A METAL
 KV0860'FLAGPOLE IN A PARKING AREA.  THE TENNIS COURTS IN THE OLD DESCRIPTION
 KV0860'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 (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.
 KV0860'
 KV0860'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE, STATE ROUTE
 KV0860'35, AND HERBERT STREET, COUNTY ROAD 528, JUST EAST OF THE MANTOLOKING
 KV0860'BRIDGE SPANNING THE BARNEGAT BAY, GO 0.08 KM (0.05 MI) WEST ON HERBERT
 KV0860'AVENUE TO THE JUNCTION WITH BAY AVENUE, TURN LEFT AND GO 0.56 KM
 KV0860'(0.35 MI) SOUTH ON BAY AVENUE TO THE ENTRANCE DRIVE TO THE YACHT CLUB
 KV0860'ON THE RIGHT, TURN RIGHT AND GO 0.08 KM (0.05 MI) WEST-NORTHWEST ON
 KV0860'THE DRIVE THROUGH THE PARKING AREA TO A BULKHEAD IN THE FRONT AND THE
 KV0860'ONE STORY FRAME CLUBHOUSE AND THE STATION ON THE RIGHT.
 KV0860'
 KV0860'THE STATION IS 17.6 M (57.7 FT) NORTHWEST OF THE SOUTHEAST CORNER OF
 KV0860'THE CLUBHOUSE, 4.1 M (13.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 KV0860'THE CLUBHOUSE, 14.4 M (47.2 FT) NORTHEAST OF THE BOOM PIVOT OF A THREE
 KV0860'LEGGED CRANE, 14.6 M (47.9 FT) EAST OF THE BULKHEAD, 6.1 M (20.0 FT)
 KV0860'EAST OF A PINE TREE, 55.1 M (180.8 FT) NORTH OF THE FLAG POLE IN THE
 KV0860'PARKING AREA AND IS PROJECTING 0.2 M (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 NORTH
 KV0860'END OF BARNEGAT BAY AND ON THE GROUNDS OF THE MANTOLOKING YACHT CLUB.
 KV0860'
 KV0860'TO REACH THE STATION FROM THE TEE JUNCTION OF OCEAN AVENUE, STATE
 KV0860'HIGHWAY 35 AND HERBERT STREET, COUNTY ROAD 528, JUST EAST OF THE
 KV0860'COUNTY ROAD 528 BRIDGE OVER THE BARNEGAT BAY, GO 0.05 MI (0.08 KM)
 KV0860'WEST ON HERBERT STREET TO THE INTERSECTION WITH BAY AVENUE.  TURN LEFT
 KV0860'AND GO 0.35 MI (0.56 KM) SOUTH ON BAY AVENUE TO THE MANTOLOKING YACHT
 KV0860'CLUB AND THE STATION ON THE RIGHT.  GO 0.06 MI (0.10 KM)
 KV0860'WEST-NORTHWEST ON THE DRIVE THROUGH THE PARKING LOT TO THE BULKHEAD IN
 KV0860'FRONT AND A ONE STORY FRAME CLUBHOUSE ON THE RIGHT.
 KV0860'
 KV0860'THE STATION IS IN THE NORTHEAST CORNER OF THE YACHT CLUB PROPERTY,
 KV0860'ABOUT 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 CORNER
 KV0860'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'
 KV0860'THE 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 MANAGER
 KV0860'AT 908-892-6281. FOR STATION OCCUPATION ANY OTHER TIME OF YEAR CONTACT
 KV0860'MR. ED WRIGHT AT 908-892-9406 OR MR. ED OMALLEY AT 908-899-2192.  THEY
 KV0860'ARE PROMINENT CLUB MEMBERS WHO LIVE IN MANTOLOKING.
 KV0860'
 KV0860'THE STATION IS LOCATED IN A BOAT TRAILER STORAGE AREA.  SPOT NUMBER 3
 KV0860'SHOULD BE EMPTY IN ORDER TO PLUMB A TRIPOD OR FIXED HEIGHT POLE OVER
 KV0860'STATION.
 KV0860'
 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'
 KV0860'THE STATION IS 103 M (337.9 FT) WEST OF THE CENTERLINE OF BAY AVENUE,
 KV0860'12.5 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 (112.2 FT)
 KV0860'NORTHWEST OF POLE NUMBER J12MG, 6.1 M (20.0 FT) EAST OF A TWIN TRUNKED
 KV0860'PINE TREE, 55 M (180.4 FT) NORTH OF A FLAGPOLE AND 14.6 M (47.9 FT)
 KV0860'EAST OF THE WEST EDGE OF THE CONCRETE BULKHEAD AND WATERS 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.
 KV0860
 KV0860                          STATION RECOVERY (2012)
 KV0860
 KV0860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV0860'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF SEASIDE PARK,
 KV0860'3.6 MI (5.8 KM) SOUTH OF POINT PLEASANT BEACH AND 3.2 MI (5.1 KM)
 KV0860'SOUTH-SOUTHEAST OF POINT PLEASANT.
 KV0860
 KV0860                          STATION RECOVERY (2013)
 KV0860
 KV0860'RECOVERY NOTE BY BOSWELL ENGINEERING 2013 (AB)
 KV0860'RECOVERED IN GOOD CONDITION.
 KV0860
 KV0860                          STATION RECOVERY (2016)
 KV0860
 KV0860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV0860'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0858 ***********************************************************************
 KV0858  DESIGNATION -  MANTOLOKING AZ MK
 KV0858  PID         -  KV0858
 KV0858  STATE/COUNTY-  NJ/OCEAN
 KV0858  COUNTRY     -  US
 KV0858  USGS QUAD   -  POINT PLEASANT (2019)
 KV0858
 KV0858                         *CURRENT SURVEY CONTROL
 KV0858  ______________________________________________________________________
 KV0858* NAD 83(2011) POSITION- 40 02 25.50830(N) 074 03 26.43402(W)   ADJUSTED
 KV0858* NAD 83(2011) ELLIP HT-   -31.901 (meters)        (06/27/12)   ADJUSTED
 KV0858* NAD 83(2011) EPOCH   -  2010.00
 KV0858* NAVD 88 ORTHO HEIGHT -     1.142 (meters)        3.75  (feet) ADJUSTED
 KV0858  ______________________________________________________________________
 KV0858  GEOID HEIGHT    -        -33.052 (meters)                     GEOID18
 KV0858  NAD 83(2011) X  -  1,343,105.861 (meters)                     COMP
 KV0858  NAD 83(2011) Y  - -4,701,721.296 (meters)                     COMP
 KV0858  NAD 83(2011) Z  -  4,081,401.979 (meters)                     COMP
 KV0858  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 KV0858  DYNAMIC HEIGHT  -          1.142 (meters)        3.75  (feet) COMP
 KV0858  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 KV0858
 KV0858  VERT ORDER      -  FIRST     CLASS II
 KV0858
 KV0858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0858  Standards:
 KV0858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0858  -------------------------------------------------------------------
 KV0858  NETWORK    0.80   1.25           0.33   0.32   0.64      0.17763496
 KV0858  -------------------------------------------------------------------
 KV0858  Click here for local accuracies and other accuracy information.
 KV0858
 KV0858.The horizontal coordinates were established by GPS observations
 KV0858.and adjusted by the National Geodetic Survey in June 2012.
 KV0858
 KV0858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0858.been affixed to the stable North American tectonic plate. See 
 KV0858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0858
 KV0858.The horizontal coordinates are valid at the epoch date displayed above
 KV0858.which is a decimal equivalence of Year/Month/Day.
 KV0858
 KV0858.The orthometric height was determined by differential leveling and
 KV0858.adjusted by the NATIONAL GEODETIC SURVEY
 KV0858.in September 2015.
 KV0858
 KV0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0858.GEOID18 height accuracy estimate available here.
 KV0858
 KV0858.Click photographs - Photos may exist for this station.
 KV0858
 KV0858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0858
 KV0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0858
 KV0858.The ellipsoidal height was determined by GPS observations
 KV0858.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0858
 KV0858;                    North         East     Units Scale Factor Converg.
 KV0858;SPC NJ       -   134,095.755   187,774.198   MT  0.99991756   +0 17 05.2
 KV0858;SPC NJ       -   439,945.82    616,055.85   sFT  0.99991756   +0 17 05.2
 KV0858;UTM  18      - 4,432,668.952   580,418.107   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:                Primary Azimuth Mark                     Grid Az
 KV0858:SPC NJ       -  MANTOLOKING                              121 41 07.5
 KV0858:UTM  18      -  MANTOLOKING                              121 21 49.4
 KV0858
 KV0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8041832668(NAD 83)
 KV0858
 KV0858|---------------------------------------------------------------------|
 KV0858| PID    Reference Object                     Distance      Geod. Az  |
 KV0858|                                                           dddmmss.s |
 KV0858| KV6763 NJGPS 43                            151.130 METERS 09534     |
 KV0858| KV0860 MANTOLOKING                         412.499 METERS 1215812.7 |
 KV0858|---------------------------------------------------------------------|
 KV0858
 KV0858                          SUPERSEDED SURVEY CONTROL
 KV0858
 KV0858  NAD 83(2007)-  40 02 25.50868(N)    074 03 26.43446(W) AD(2002.00) 0
 KV0858  ELLIP H (02/10/07)  -31.892  (m)                       GP(2002.00)    
 KV0858  ELLIP H (10/23/02)  -31.878  (m)                       GP(       ) 4 1
 KV0858  NAD 83(1996)-  40 02 25.50837(N)    074 03 26.43393(W) AD(       ) 1
 KV0858  ELLIP H (05/14/99)  -31.898  (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)  -31.778  (m)                       GP(       ) 3 2
 KV0858  NAVD 88               1.16   (m)            3.8    (f) LEVELING    3  
 KV0858  NAVD 88 (06/15/91)    1.164  (m)            3.82   (f) SUPERSEDED  1 1
 KV0858  NGVD 29 (04/16/92)    1.502  (m)            4.93   (f) ADJUSTED    1 1
 KV0858  NGVD 29 (??/??/87)    1.553  (m)            5.10   (f) SUPERSEDED  1 1
 KV0858
 KV0858.Superseded values are not recommended for survey control.
 KV0858
 KV0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0858.See file dsdata.pdf to determine how the superseded data were derived.
 KV0858
 KV0858_MARKER: DZ = AZIMUTH MARK DISK
 KV0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0858_STAMPING: MANTOLOKING 1932
 KV0858_MARK LOGO: CGS
 KV0858_PROJECTION: FLUSH
 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 - September 23, 2014
 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  HISTORY     - 20120629 GOOD             NJGS
 KV0858  HISTORY     - 20140923 GOOD             DPKCON
 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.
 KV0858
 KV0858                          STATION RECOVERY (2012)
 KV0858
 KV0858'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0858'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.
 KV0858'
 KV0858'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH OF SEASIDE PARK,
 KV0858'3.5 MI (5.6 KM) SOUTH OF POINT PLEASANT BEACH AND 3.0 MI (4.8 KM)
 KV0858'SOUTH-SOUTHEAST OF POINT PLEASANT.
 KV0858'
 KV0858'THE BRIDGE CARRYING HERBERT STREET (COUNTY ROAD 528), OVER THE
 KV0858'BARNEGAT BAY HAS BEEN REPLACED WITH A NEW STRUCTURE SINCE THE LAST
 KV0858'RECOVERY.  THE STATION IS NOW LOCATED AT THE BASE OF STONE RIP-RAP
 KV0858'FILL AT THE SOUTHWEST APPROACH TO THE NEW STRUCTURE.
 KV0858'
 KV0858'THE STATION IS 15.8 FT (4.8 M) SOUTH FROM WOOD UTILITY POLE NUMBER JC
 KV0858'449 BK C 203-4, 3.3 FT (1.0 M) NORTH FROM THE NORTHWEST CORNER OF A 6
 KV0858'FT (1.8 M) HIGH CHAIN LINK FENCE SURROUNDING HINCKLEY'S BOAT YARD,
 KV0858'15.7 FT (4.8 M) SOUTH FROM THE SOUTH CURB OF COUNTY ROAD 528 AND 3.0
 KV0858'FT (0.9 M) NORTH FROM A 6 FT (1.8 M) HIGH CHAIN LINK FENCE WITH
 KV0858'WITNESS SIGN ATTACHED.  THE STATION IS ABOUT 7 FT (2.1 M) BELOW THE
 KV0858'LEVEL OF COUNTY ROAD 528.
 KV0858
 KV0858                          STATION RECOVERY (2014)
 KV0858
 KV0858'RECOVERY NOTE BY DPK CONSULTING LLC 2014 (KD)
 KV0858'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0859 ***********************************************************************
 KV0859  DESIGNATION -  MANTOLOKING RM 1
 KV0859  PID         -  KV0859
 KV0859  STATE/COUNTY-  NJ/OCEAN
 KV0859  COUNTRY     -  US
 KV0859  USGS QUAD   -  POINT PLEASANT (2019)
 KV0859
 KV0859                         *CURRENT SURVEY CONTROL
 KV0859  ______________________________________________________________________
 KV0859* NAD 83(1986) POSITION- 40 02 17.71   (N) 074 03 07.85   (W)   HD_HELD1
 KV0859* NAVD 88 ORTHO HEIGHT -     1.072 (meters)        3.52  (feet) ADJUSTED
 KV0859  ______________________________________________________________________
 KV0859  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 KV0859  DYNAMIC HEIGHT  -          1.071 (meters)        3.51  (feet) COMP
 KV0859  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 KV0859
 KV0859  VERT ORDER      -  FIRST     CLASS II
 KV0859
 KV0859.The horizontal coordinates were determined by differentially corrected
 KV0859.hand held GPS observations or other comparable positioning techniques
 KV0859.and have an estimated accuracy of +/- 3 meters.
 KV0859
 KV0859.The orthometric height was determined by differential leveling and
 KV0859.adjusted by the NATIONAL GEODETIC SURVEY
 KV0859.in September 2015.
 KV0859
 KV0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0859.GEOID18 height accuracy estimate available here.
 KV0859
 KV0859.Click photographs - Photos may exist for this station.
 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       -   133,857.5     188,215.9     MT  (+/- 3 meters HH1 GPS) 
 KV0859
 KV0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8086132433(NAD 83)
 KV0859
 KV0859                          SUPERSEDED SURVEY CONTROL
 KV0859
 KV0859  NAVD 88 (03/01/01)    1.075  (m)            3.53   (f) SUPERSEDED  1 1
 KV0859  NAVD 88 (06/15/91)    1.080  (m)            3.54   (f) SUPERSEDED  1 1
 KV0859  NGVD 29 (04/16/92)    1.419  (m)            4.66   (f) ADJUSTED    1 1
 KV0859  NGVD 29 (??/??/87)    1.469  (m)            4.82   (f) SUPERSEDED  1 1
 KV0859
 KV0859.Superseded values are not recommended for survey control.
 KV0859
 KV0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0859.See file dsdata.pdf to determine how the superseded data were derived.
 KV0859
 KV0859_MARKER: DR = REFERENCE MARK DISK
 KV0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0859_STAMPING: MANTOLOKING NO 1 1932
 KV0859_MARK LOGO: CGS
 KV0859_PROJECTION: PROJECTING 15 CENTIMETERS
 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 - April 11, 2016
 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  HISTORY     - 20120124 GOOD             NJGS
 KV0859  HISTORY     - 20160411 GOOD             NJGS
 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.
 KV0859
 KV0859                          STATION RECOVERY (2012)
 KV0859
 KV0859'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV0859'RECOVERED IN GOOD CONDITION.
 KV0859'
 KV0859'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF
 KV0859'SEASIDE PARK, 3.7 MI (6.0 KM) SOUTH OF POINT PLEASANT BEACH AND 3.2 MI
 KV0859'(5.1 KM) SOUTH-SOUTHEAST OF POINT PLEASANT.
 KV0859
 KV0859                          STATION RECOVERY (2016)
 KV0859
 KV0859'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV0859'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0864 ***********************************************************************
 KV0864  DESIGNATION -  MANTOLOKING RM 2
 KV0864  PID         -  KV0864
 KV0864  STATE/COUNTY-  NJ/OCEAN
 KV0864  COUNTRY     -  US
 KV0864  USGS QUAD   -  POINT PLEASANT (2019)
 KV0864
 KV0864                         *CURRENT SURVEY CONTROL
 KV0864  ______________________________________________________________________
 KV0864* NAD 83(1986) POSITION- 40 02 11.     (N) 074 03 03.     (W)   SCALED
 KV0864* NAVD 88 ORTHO HEIGHT -     2.162 (meters)        7.09  (feet) ADJUSTED
 KV0864  ______________________________________________________________________
 KV0864  GEOID HEIGHT    -        -33.056 (meters)                     GEOID18
 KV0864  DYNAMIC HEIGHT  -          2.161 (meters)        7.09  (feet) COMP
 KV0864  MODELED GRAVITY -    980,159.6   (mgal)                       NAVD 88
 KV0864
 KV0864  VERT ORDER      -  FIRST     CLASS I
 KV0864
 KV0864.The horizontal coordinates were scaled from a map and have
 KV0864.an estimated accuracy of +/- 6 seconds.
 KV0864
 KV0864.The orthometric height was determined by differential leveling and
 KV0864.adjusted by the NATIONAL GEODETIC SURVEY
 KV0864.in June 1991.
 KV0864
 KV0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0864.GEOID18 height accuracy estimate available here.
 KV0864
 KV0864.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK809322(NAD 83)
 KV0864
 KV0864                          SUPERSEDED SURVEY CONTROL
 KV0864
 KV0864  NGVD 29 (04/16/92)    2.504  (m)            8.22   (f) ADJUSTED    1 1
 KV0864  NGVD 29 (??/??/87)    2.552  (m)            8.37   (f) SUPERSEDED  1 1
 KV0864
 KV0864.Superseded values are not recommended for survey control.
 KV0864
 KV0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0864.See file dsdata.pdf to determine how the superseded data were derived.
 KV0864
 KV0864_STAMPING: MANTOLOKING NO 2 1932
 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  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 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.
 KV0864
 KV0864                          STATION RECOVERY (2015)
 KV0864
 KV0864'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0864'THE STRUCTURE, MONUMENT, INTO WHICH THE STATION WAS SET HAS BEEN
 KV0864'REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0861 ***********************************************************************
 KV0861  DESIGNATION -  MANTOLOKING RM 3
 KV0861  PID         -  KV0861
 KV0861  STATE/COUNTY-  NJ/OCEAN
 KV0861  COUNTRY     -  US
 KV0861  USGS QUAD   -  POINT PLEASANT (2019)
 KV0861
 KV0861                         *CURRENT SURVEY CONTROL
 KV0861  ______________________________________________________________________
 KV0861* NAD 83(1986) POSITION- 40 02 16.79   (N) 074 03 11.43   (W)   HD_HELD1
 KV0861* NAVD 88 ORTHO HEIGHT -     0.801 (meters)        2.63  (feet) ADJUSTED
 KV0861  ______________________________________________________________________
 KV0861  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 KV0861  DYNAMIC HEIGHT  -          0.800 (meters)        2.62  (feet) COMP
 KV0861  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 KV0861
 KV0861  VERT ORDER      -  FIRST     CLASS II
 KV0861
 KV0861.The horizontal coordinates were determined by differentially corrected
 KV0861.hand held GPS observations or other comparable positioning techniques
 KV0861.and have an estimated accuracy of +/- 3 meters.
 KV0861
 KV0861.The orthometric height was determined by differential leveling and
 KV0861.adjusted by the NATIONAL GEODETIC SURVEY
 KV0861.in March 2017.
 KV0861
 KV0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0861.GEOID18 height accuracy estimate available here.
 KV0861
 KV0861.Click photographs - Photos may exist for this station.
 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       -   133,828.7     188,131.2     MT  (+/- 3 meters HH1 GPS) 
 KV0861
 KV0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8077632403(NAD 83)
 KV0861
 KV0861                          SUPERSEDED SURVEY CONTROL
 KV0861
 KV0861  NAVD 88 (09/24/15)    0.802  (m)            2.63   (f) SUPERSEDED  1 2
 KV0861  NAVD 88 (03/01/01)    0.820  (m)            2.69   (f) SUPERSEDED  1 1
 KV0861  NAVD 88 (06/15/91)    0.852  (m)            2.80   (f) SUPERSEDED  1 1
 KV0861  NGVD 29 (04/16/92)    1.194  (m)            3.92   (f) ADJUSTED    1 1
 KV0861  NGVD 29 (??/??/87)    1.242  (m)            4.07   (f) SUPERSEDED  1 1
 KV0861
 KV0861.Superseded values are not recommended for survey control.
 KV0861
 KV0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0861.See file dsdata.pdf to determine how the superseded data were derived.
 KV0861
 KV0861_MARKER: DR = REFERENCE MARK DISK
 KV0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0861_STAMPING: MANTOLOKING NO 3 1932
 KV0861_MARK LOGO: CGS
 KV0861_PROJECTION: FLUSH
 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 SUITABLE FOR
 KV0861+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 KV0861  HISTORY     - 20160426 GOOD             NJGS
 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.
 KV0861
 KV0861                          STATION RECOVERY (2012)
 KV0861
 KV0861'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV0861'RECOVERED IN GOOD CONDITION.
 KV0861'
 KV0861'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF
 KV0861'SEASIDE PARK, 3.7 MI (6.0 KM) SOUTH OF POINT PLEASANT BEACH AND 3.2 MI
 KV0861'(5.1 KM) SOUTH-SOUTHEAST OF POINT PLEASANT.
 KV0861'
 KV0861'THE STATION IS 64.4 FT (19.6 M) NORTH FROM THE NORTHWEST CORNER OF A
 KV0861'SMALL BUILDING, 51.0 FT (15.5 M) EAST FROM A WOODEN BULKHEAD SEAWALL,
 KV0861'34.5 FT (10.5 M) NORTHEAST OF A FLAGPOLE IN THE GRAVEL PARKING LOT AND
 KV0861'89.5 FT (27.3 M) SOUTH FROM THE SOUTHWEST CORNER OF WOODEN PORCH STEPS
 KV0861'LEADING TO THE CLUBHOUSE.
 KV0861
 KV0861                          STATION RECOVERY (2016)
 KV0861
 KV0861'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (FA)
 KV0861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3093 ***********************************************************************
 JU3093  DESIGNATION -  MANTUA
 JU3093  PID         -  JU3093
 JU3093  STATE/COUNTY-  NJ/GLOUCESTER
 JU3093  COUNTRY     -  US
 JU3093  USGS QUAD   -  WOODBURY (2019)
 JU3093
 JU3093                         *CURRENT SURVEY CONTROL
 JU3093  ______________________________________________________________________
 JU3093* NAD 83(1996) POSITION- 39 47 40.87922(N) 075 10 19.88697(W)   ADJUSTED
 JU3093* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 JU3093  ______________________________________________________________________
 JU3093  GEOID HEIGHT    -        -32.993 (meters)                     GEOID18
 JU3093  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3093.GEOID18 height accuracy estimate available here.
 JU3093
 JU3093.Click photographs - Photos may exist for this station.
 JU3093
 JU3093.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3093
 JU3093. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU3093:SPC NJ       -  MANTUA AZ MK                             014 10 49.5
 JU3093:SPC PA S     -  MANTUA AZ MK                             012 04 39.7
 JU3093:UTM  18      -  MANTUA AZ MK                             013 51 37.4
 JU3093
 JU3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8525704984(NAD 83)
 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
 JU3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3093.See file dsdata.pdf to determine how the superseded data were derived.
 JU3093
 JU3093_MARKER: DS = TRIANGULATION STATION DISK
 JU3093_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5870 ***********************************************************************
 KV5870  DESIGNATION -  MANVILLE 2
 KV5870  PID         -  KV5870
 KV5870  STATE/COUNTY-  NJ/SOMERSET
 KV5870  COUNTRY     -  US
 KV5870  USGS QUAD   -  BOUND BROOK (2019)
 KV5870
 KV5870                         *CURRENT SURVEY CONTROL
 KV5870  ______________________________________________________________________
 KV5870* NAD 83(2011) POSITION- 40 31 18.83986(N) 074 36 12.34816(W)   ADJUSTED
 KV5870* NAD 83(2011) ELLIP HT-    -7.330 (meters)        (06/27/12)   ADJUSTED
 KV5870* NAD 83(2011) EPOCH   -  2010.00
 KV5870* NAVD 88 ORTHO HEIGHT -    26.0   (meters)       85.    (feet) VERTCON3
 KV5870  ______________________________________________________________________
 KV5870  GEOID HEIGHT    -        -33.333 (meters)                     GEOID18
 KV5870  NAD 83(2011) X  -  1,289,061.055 (meters)                     COMP
 KV5870  NAD 83(2011) Y  - -4,681,001.188 (meters)                     COMP
 KV5870  NAD 83(2011) Z  -  4,122,204.033 (meters)                     COMP
 KV5870  LAPLACE CORR    -          4.68  (seconds)                    DEFLEC18
 KV5870
 KV5870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5870  Standards:
 KV5870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5870  -------------------------------------------------------------------
 KV5870  NETWORK    1.24   2.92           0.49   0.52   1.49      0.10416289
 KV5870  -------------------------------------------------------------------
 KV5870  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5870
 KV5870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5870.been affixed to the stable North American tectonic plate. See 
 KV5870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5870
 KV5870.The horizontal coordinates are valid at the epoch date displayed above
 KV5870.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5870.GEOID18 height accuracy estimate available here.
 KV5870
 KV5870.Click photographs - Photos may exist for this station.
 KV5870
 KV5870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5870
 KV5870.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5870
 KV5870.The ellipsoidal height was determined by GPS observations
 KV5870.and is referenced to NAD 83.
 KV5870
 KV5870. The following values were computed from the NAD 83(2011) position.
 KV5870
 KV5870;                    North         East     Units Scale Factor Converg.
 KV5870;SPC NJ       -   187,465.343   141,236.194   MT  0.99990095   -0 04 01.9
 KV5870;SPC NJ       -   615,042.55    463,372.41   sFT  0.99990095   -0 04 01.9
 KV5870;UTM  18      - 4,485,761.163   533,592.014   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 32.5
 KV5870:UTM  18      -  MANVILLE 1                               053 10 03.0
 KV5870
 KV5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3359285761(NAD 83)
 KV5870
 KV5870|---------------------------------------------------------------------|
 KV5870| PID    Reference Object                     Distance      Geod. Az  |
 KV5870|                                                           dddmmss.s |
 KV5870| KV5869 MANVILLE 1                          APPROX. 0.8 KM 0532530.6 |
 KV5870|---------------------------------------------------------------------|
 KV5870
 KV5870                          SUPERSEDED SURVEY CONTROL
 KV5870
 KV5870  NAD 83(2007)-  40 31 18.83991(N)    074 36 12.34875(W) AD(2002.00) 0
 KV5870  ELLIP H (02/10/07)   -7.325  (m)                       GP(2002.00)    
 KV5870  ELLIP H (10/23/02)   -7.323  (m)                       GP(       ) 4 1
 KV5870  NAD 83(1996)-  40 31 18.84015(N)    074 36 12.34896(W) AD(       ) 2
 KV5870  ELLIP H (05/14/99)   -7.316  (m)                       GP(       ) 4 1
 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)  RAPOU78  model used  GPS OBS        
 KV5870
 KV5870.Superseded values are not recommended for survey control.
 KV5870
 KV5870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5870.See file dsdata.pdf to determine how the superseded data were derived.
 KV5870
 KV5870_MARKER: I = METAL ROD
 KV5870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 KV5795 ***********************************************************************
 KV5795  DESIGNATION -  MANVILLE MUNICIPAL TANK
 KV5795  PID         -  KV5795
 KV5795  STATE/COUNTY-  NJ/SOMERSET
 KV5795  COUNTRY     -  US
 KV5795  USGS QUAD   -  BOUND BROOK (2019)
 KV5795
 KV5795                         *CURRENT SURVEY CONTROL
 KV5795  ______________________________________________________________________
 KV5795* NAD 83(1996) POSITION- 40 32 35.06637(N) 074 35 43.29311(W)   ADJUSTED
 KV5795  ______________________________________________________________________
 KV5795  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 KV5795  LAPLACE CORR    -          4.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5795.GEOID18 height accuracy estimate available here.
 KV5795
 KV5795.Click photographs - Photos may exist for this station.
 KV5795
 KV5795.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5795
 KV5795. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3426488114(NAD 83)
 KV5795
 KV5795                          SUPERSEDED SURVEY CONTROL
 KV5795
 KV5795  NAD 83(1986)-  40 32 35.06754(N)    074 35 43.29616(W) AD(       ) 3
 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
 KV5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5795.See file dsdata.pdf to determine how the superseded data were derived.
 KV5795
 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 = JULY 24, 2026 22:12:30 EDT
 KV5515 ***********************************************************************
 KV5515  DESIGNATION -  MAP CONTROL STATION USE 1935
 KV5515  PID         -  KV5515
 KV5515  STATE/COUNTY-  NJ/BURLINGTON
 KV5515  COUNTRY     -  US
 KV5515  USGS QUAD   -  COLUMBUS (2016)
 KV5515
 KV5515                         *CURRENT SURVEY CONTROL
 KV5515  ______________________________________________________________________
 KV5515* NAD 83(1996) POSITION- 40 00 28.70354(N) 074 42 21.05878(W)   ADJUSTED
 KV5515* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 KV5515  ______________________________________________________________________
 KV5515  GEOID HEIGHT    -        -32.590 (meters)                     GEOID18
 KV5515  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5515.GEOID18 height accuracy estimate available here.
 KV5515
 KV5515.Click photographs - Photos may exist for this station.
 KV5515
 KV5515.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5515
 KV5515. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999467  x   0.99990380  =   0.99989847
 KV5515!UTM  18      -   0.99999467  x   0.99960776  =   0.99960243
 KV5515
 KV5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2510528683(NAD 83)
 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
 KV5515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5515.See file dsdata.pdf to determine how the superseded data were derived.
 KV5515
 KV5515
 KV5515  HISTORY     - Date     Condition        Report By
 KV5515  HISTORY     - 1935     MONUMENTED       USACE
 KV5515
 KV5515                          STATION DESCRIPTION
 KV5515
 KV5515'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 LY2895 ***********************************************************************
 LY2895  DESIGNATION -  MAPLE
 LY2895  PID         -  LY2895
 LY2895  STATE/COUNTY-  NJ/SUSSEX
 LY2895  COUNTRY     -  US
 LY2895  USGS QUAD   -  WAWAYANDA (2019)
 LY2895
 LY2895                         *CURRENT SURVEY CONTROL
 LY2895  ______________________________________________________________________
 LY2895* NAD 83(2011) POSITION- 41 12 58.47563(N) 074 27 51.22748(W)   ADJUSTED
 LY2895* NAD 83(2011) ELLIP HT-    93.417 (meters)        (06/27/12)   ADJUSTED
 LY2895* NAD 83(2011) EPOCH   -  2010.00
 LY2895* NAVD 88 ORTHO HEIGHT -   125.7   (meters)      412.    (feet) GPS OBS
 LY2895  ______________________________________________________________________
 LY2895  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2895  GEOID HEIGHT    -        -32.530 (meters)                     GEOID90
 LY2895  GEOID HEIGHT    -        -32.281 (meters)                     GEOID18
 LY2895  NAD 83(2011) X  -  1,286,936.501 (meters)                     COMP
 LY2895  NAD 83(2011) Y  - -4,629,318.243 (meters)                     COMP
 LY2895  NAD 83(2011) Z  -  4,180,579.411 (meters)                     COMP
 LY2895  LAPLACE CORR    -          4.15  (seconds)                    DEFLEC18
 LY2895
 LY2895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2895  Standards:
 LY2895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2895  -------------------------------------------------------------------
 LY2895  NETWORK    1.12   2.25           0.47   0.44   1.15      0.12616746
 LY2895  -------------------------------------------------------------------
 LY2895  Click here for local accuracies and other accuracy information.
 LY2895
 LY2895.The horizontal coordinates were established by GPS observations
 LY2895.and adjusted by the National Geodetic Survey in June 2012.
 LY2895
 LY2895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2895.been affixed to the stable North American tectonic plate. See 
 LY2895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2895
 LY2895.The horizontal coordinates are valid at the epoch date displayed above
 LY2895.which is a decimal equivalence of Year/Month/Day.
 LY2895
 LY2895.The orthometric height was determined by GPS observations and a
 LY2895.high-resolution geoid model.
 LY2895
 LY2895.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2895.GEOID18 height accuracy estimate available here.
 LY2895
 LY2895.Click photographs - Photos may exist for this station.
 LY2895
 LY2895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2895
 LY2895.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2895
 LY2895.The ellipsoidal height was determined by GPS observations
 LY2895.and is referenced to NAD 83.
 LY2895
 LY2895. The following values were computed from the NAD 83(2011) position.
 LY2895
 LY2895;                    North         East     Units Scale Factor Converg.
 LY2895;SPC NJ       -   264,560.888   152,999.370   MT  0.99990011   +0 01 24.8
 LY2895;SPC NJ       -   867,980.18    501,965.43   sFT  0.99990011   +0 01 24.8
 LY2895;SPC NY E     -   264,560.888   152,999.370   MT  0.99990011   +0 01 24.8
 LY2895;SPC NY E     -   867,980.18    501,965.43   sFT  0.99990011   +0 01 24.8
 LY2895;UTM  18      - 4,562,900.924   544,911.589   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4491162900(NAD 83)
 LY2895
 LY2895                          SUPERSEDED SURVEY CONTROL
 LY2895
 LY2895  NAD 83(2007)-  41 12 58.47587(N)    074 27 51.22839(W) AD(2002.00) 0
 LY2895  ELLIP H (02/10/07)   93.428  (m)                       GP(2002.00)    
 LY2895  ELLIP H (10/23/02)   93.408  (m)                       GP(       ) 4 1
 LY2895  NAD 83(1996)-  41 12 58.47582(N)    074 27 51.22836(W) AD(       ) 1
 LY2895  ELLIP H (05/14/99)   93.419  (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
 LY2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2895.See file dsdata.pdf to determine how the superseded data were derived.
 LY2895
 LY2895_MARKER: DD = SURVEY DISK
 LY2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU2865 ***********************************************************************
 JU2865  DESIGNATION -  MAR
 JU2865  PID         -  JU2865
 JU2865  STATE/COUNTY-  NJ/CAPE MAY
 JU2865  COUNTRY     -  US
 JU2865  USGS QUAD   -  MARMORA (2019)
 JU2865
 JU2865                         *CURRENT SURVEY CONTROL
 JU2865  ______________________________________________________________________
 JU2865* NAD 83(2011) POSITION- 39 15 11.16653(N) 074 37 39.08809(W)   ADJUSTED
 JU2865* NAD 83(2011) ELLIP HT-   -22.015 (meters)        (06/27/12)   ADJUSTED
 JU2865* NAD 83(2011) EPOCH   -  2010.00
 JU2865* NAVD 88 ORTHO HEIGHT -    12.672 (meters)       41.57  (feet) ADJUSTED
 JU2865  ______________________________________________________________________
 JU2865  GEOID HEIGHT    -        -34.674 (meters)                     GEOID18
 JU2865  NAD 83(2011) X  -  1,311,038.076 (meters)                     COMP
 JU2865  NAD 83(2011) Y  - -4,768,640.299 (meters)                     COMP
 JU2865  NAD 83(2011) Z  -  4,014,100.857 (meters)                     COMP
 JU2865  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 JU2865  DYNAMIC HEIGHT  -         12.665 (meters)       41.55  (feet) COMP
 JU2865  MODELED GRAVITY -    980,093.7   (mgal)                       NAVD 88
 JU2865
 JU2865  VERT ORDER      -  FIRST     CLASS II
 JU2865
 JU2865  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2865  Standards:
 JU2865         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2865            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2865  -------------------------------------------------------------------
 JU2865  NETWORK    0.53   0.80           0.24   0.19   0.41     -0.00587558
 JU2865  -------------------------------------------------------------------
 JU2865  Click here for local accuracies and other accuracy information.
 JU2865
 JU2865.The horizontal coordinates were established by GPS observations
 JU2865.and adjusted by the National Geodetic Survey in June 2012.
 JU2865
 JU2865.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2865.been affixed to the stable North American tectonic plate. See 
 JU2865.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2865
 JU2865.The horizontal coordinates are valid at the epoch date displayed above
 JU2865.which is a decimal equivalence of Year/Month/Day.
 JU2865
 JU2865.The orthometric height was determined by differential leveling and
 JU2865.adjusted by the NATIONAL GEODETIC SURVEY
 JU2865.in March 2001.
 JU2865
 JU2865.No vertical observational check was made to the station.
 JU2865
 JU2865.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2865.GEOID18 height accuracy estimate available here.
 JU2865
 JU2865.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU2865
 JU2865.The ellipsoidal height was determined by GPS observations
 JU2865.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2865
 JU2865;                    North         East     Units Scale Factor Converg.
 JU2865;SPC NJ       -    46,604.237   138,993.578   MT  0.99990149   -0 04 50.5
 JU2865;SPC NJ       -   152,900.73    456,014.76   sFT  0.99990149   -0 04 50.5
 JU2865;UTM  18      - 4,344,930.274   532,138.131   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  =   0.99961617
 JU2865
 JU2865:                Primary Azimuth Mark                     Grid Az
 JU2865:SPC NJ       -  MAR AZ MK                                088 11 57.8
 JU2865:UTM  18      -  MAR AZ MK                                087 52 58.8
 JU2865
 JU2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3213844930(NAD 83)
 JU2865
 JU2865|---------------------------------------------------------------------|
 JU2865| PID    Reference Object                     Distance      Geod. Az  |
 JU2865|                                                           dddmmss.s |
 JU2865| JU2856 OCEAN CITY WATER TANK               APPROX. 5.5 KM 0542559.3 |
 JU2865| JU2852 OCEAN CITY NORTH STANDPIPE          APPROX. 5.0 KM 0555615.3 |
 JU2865| JU2851 OCEAN CITY STANDPIPE                APPROX. 4.9 KM 0563258.7 |
 JU2865| JU2838 LARGE STACK SW STA BANK             APPROX. 2.0 KM 0601613.1 |
 JU2865| JU2854 OCEAN CITY FLANDERS HOTEL CUP       APPROX. 5.0 KM 0614441.5 |
 JU2865| CB2239 MAR AZ MK                                          0880707.3 |
 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 2344554.2 |
 JU2865|---------------------------------------------------------------------|
 JU2865
 JU2865                          SUPERSEDED SURVEY CONTROL
 JU2865
 JU2865  NAD 83(2007)-  39 15 11.16689(N)    074 37 39.08882(W) AD(2002.00) 0
 JU2865  ELLIP H (02/10/07)  -22.005  (m)                       GP(2002.00)    
 JU2865  ELLIP H (10/23/02)  -21.965  (m)                       GP(       ) 4 1
 JU2865  NAD 83(1996)-  39 15 11.16663(N)    074 37 39.08866(W) AD(       ) 1
 JU2865  ELLIP H (05/14/99)  -22.007  (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)  -22.100  (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  NAVD 88 (03/31/93)   12.7    (m)  UNKNOWN  model used  GPS OBS        
 JU2865  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 JU2865
 JU2865.Superseded values are not recommended for survey control.
 JU2865
 JU2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2865.See file dsdata.pdf to determine how the superseded data were derived.
 JU2865
 JU2865_MARKER: DS = TRIANGULATION STATION DISK
 JU2865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2865_SP_SET: BRIDGE SIDEWALK
 JU2865_STAMPING: MAR 1962
 JU2865_MARK LOGO: CGS
 JU2865_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2865+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 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  HISTORY     - 20090520 POOR             INDIV
 JU2865  HISTORY     - 20140801 GOOD             NJGS
 JU2865  HISTORY     - 20210914 GOOD             NJGS
 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.
 JU2865
 JU2865                          STATION RECOVERY (2009)
 JU2865
 JU2865'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU2865'STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ALL FOUND IN
 JU2865'GOOD CONDITION. THE AZIMUTH MARK WAS NOT FOUND.
 JU2865
 JU2865                          STATION RECOVERY (2014)
 JU2865
 JU2865'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU2865'RECOVERED AS DESCRIBED.
 JU2865
 JU2865                          STATION RECOVERY (2021)
 JU2865
 JU2865'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 JU2865'RECOVERED AS DESCRIBED.  PARK AT EAST END OF BRIDGE, PACK ABOUT 700 FT
 JU2865'(213.4 M) ON BRIDGE SIDEWALK TO STATION IN OUTCOVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5107 ***********************************************************************
 KV5107  DESIGNATION -  MAR
 KV5107  PID         -  KV5107
 KV5107  STATE/COUNTY-  NJ/MIDDLESEX
 KV5107  COUNTRY     -  US
 KV5107  USGS QUAD   -  KEYPORT (2016)
 KV5107
 KV5107                         *CURRENT SURVEY CONTROL
 KV5107  ______________________________________________________________________
 KV5107* NAD 83(1996) POSITION- 40 27 25.62041(N) 074 14 10.71432(W)   ADJUSTED
 KV5107* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5107  ______________________________________________________________________
 KV5107  GEOID HEIGHT    -        -32.410 (meters)                     GEOID18
 KV5107  LAPLACE CORR    -          2.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5107.GEOID18 height accuracy estimate available here.
 KV5107
 KV5107.Click photographs - Photos may exist for this station.
 KV5107
 KV5107.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5107
 KV5107. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000498  x   0.99990615  =   0.99991113
 KV5107!SPC NY L     -   1.00000498  x   1.00001828  =   1.00002326
 KV5107!UTM  18      -   1.00000498  x   0.99965161  =   0.99965658
 KV5107
 KV5107:                Primary Azimuth Mark                     Grid Az
 KV5107:SPC NJ       -  GREAT BEDS LIGHTHOUSE                    336 26 59.6
 KV5107:SPC NY L     -  GREAT BEDS LIGHTHOUSE                    336 46 32.0
 KV5107:UTM  18      -  GREAT BEDS LIGHTHOUSE                    336 07 31.6
 KV5107
 KV5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6475178774(NAD 83)
 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  USSD        -  40 27 25.59100(N)    074 14 12.07300(W) AD(       ) 3
 KV5107
 KV5107.Superseded values are not recommended for survey control.
 KV5107
 KV5107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5107.See file dsdata.pdf to determine how the superseded data were derived.
 KV5107
 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 = JULY 24, 2026 22:12:30 EDT
 KV5100 ***********************************************************************
 KV5100  DESIGNATION -  MAR 2
 KV5100  PID         -  KV5100
 KV5100  STATE/COUNTY-  NJ/MIDDLESEX
 KV5100  COUNTRY     -  US
 KV5100  USGS QUAD   -  KEYPORT (2016)
 KV5100
 KV5100                         *CURRENT SURVEY CONTROL
 KV5100  ______________________________________________________________________
 KV5100* NAD 83(1996) POSITION- 40 27 25.10893(N) 074 14 10.41462(W)   ADJUSTED
 KV5100* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5100  ______________________________________________________________________
 KV5100  GEOID HEIGHT    -        -32.409 (meters)                     GEOID18
 KV5100  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5100.GEOID18 height accuracy estimate available here.
 KV5100
 KV5100.Click photographs - Photos may exist for this station.
 KV5100
 KV5100.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5100
 KV5100. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000498  x   0.99990616  =   0.99991114
 KV5100!SPC NY L     -   1.00000498  x   1.00001830  =   1.00002328
 KV5100!UTM  18      -   1.00000498  x   0.99965162  =   0.99965659
 KV5100
 KV5100:                Primary Azimuth Mark                     Grid Az
 KV5100:SPC NJ       -  LAURENCE HARBOR TANK                     232 03 07.1
 KV5100:SPC NY L     -  LAURENCE HARBOR TANK                     232 22 39.5
 KV5100:UTM  18      -  LAURENCE HARBOR TANK                     231 43 39.1
 KV5100
 KV5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6475978759(NAD 83)
 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
 KV5100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5100.See file dsdata.pdf to determine how the superseded data were derived.
 KV5100
 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 = JULY 24, 2026 22:12:30 EDT
 KV5119 ***********************************************************************
 KV5119  DESIGNATION -  MAR 3
 KV5119  PID         -  KV5119
 KV5119  STATE/COUNTY-  NJ/MIDDLESEX
 KV5119  COUNTRY     -  US
 KV5119  USGS QUAD   -  KEYPORT (2016)
 KV5119
 KV5119                         *CURRENT SURVEY CONTROL
 KV5119  ______________________________________________________________________
 KV5119* NAD 83(1996) POSITION- 40 27 24.99383(N) 074 14 12.32021(W)   ADJUSTED
 KV5119* NAVD 88 ORTHO HEIGHT -     2.0   (meters)        7.    (feet) VERTCON3
 KV5119  ______________________________________________________________________
 KV5119  GEOID HEIGHT    -        -32.410 (meters)                     GEOID18
 KV5119  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5119.GEOID18 height accuracy estimate available here.
 KV5119
 KV5119.Click photographs - Photos may exist for this station.
 KV5119
 KV5119.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5119
 KV5119. The following values were computed from the NAD 83(1996) position.
 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       -  PRINCESS BAY LH ECC 2                    019 11 16.6
 KV5119:SPC NY L     -  PRINCESS BAY LH ECC 2                    019 30 49.0
 KV5119:UTM  18      -  PRINCESS BAY LH ECC 2                    018 51 48.5
 KV5119
 KV5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6471478755(NAD 83)
 KV5119
 KV5119|---------------------------------------------------------------------|
 KV5119| PID    Reference Object                     Distance      Geod. Az  |
 KV5119|                                                           dddmmss.s |
 KV5119| KV4620 MOUNT LORETTO ORPHANAGE CH          APPROX. 6.2 KM 0123130.6 |
 KV5119| KV4658 PRINCESS BAY LH ECC 2               APPROX. 6.0 KM 0192131.5 |
 KV5119| KV5109 UNION BEACH WATER TANK              APPROX. 6.1 KM 1074605.2 |
 KV5119| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 4.3 KM 1124853.6 |
 KV5119| CB5298 MAR 3 RM 5                           35.092 METERS 18658     |
 KV5119| CB5297 MAR 3 AZ MK                                        2755721.3 |
 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
 KV5119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5119.See file dsdata.pdf to determine how the superseded data were derived.
 KV5119
 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 = JULY 24, 2026 22:12:30 EDT
 AH8359 ***********************************************************************
 AH8359  DESIGNATION -  MAR RM 1
 AH8359  PID         -  AH8359
 AH8359  STATE/COUNTY-  NJ/CAPE MAY
 AH8359  COUNTRY     -  US
 AH8359  USGS QUAD   -  MARMORA (2019)
 AH8359
 AH8359                         *CURRENT SURVEY CONTROL
 AH8359  ______________________________________________________________________
 AH8359* NAD 83(1986) POSITION- 39 15 11.06   (N) 074 37 38.73   (W)   HD_HELD1
 AH8359* NAVD 88 ORTHO HEIGHT -    12.584 (meters)       41.29  (feet) ADJUSTED
 AH8359  ______________________________________________________________________
 AH8359  GEOID HEIGHT    -        -34.674 (meters)                     GEOID18
 AH8359  DYNAMIC HEIGHT  -         12.578 (meters)       41.27  (feet) COMP
 AH8359  MODELED GRAVITY -    980,093.7   (mgal)                       NAVD 88
 AH8359
 AH8359  VERT ORDER      -  FIRST     CLASS II
 AH8359
 AH8359.The horizontal coordinates were determined by differentially corrected
 AH8359.hand held GPS observations or other comparable positioning techniques
 AH8359.and have an estimated accuracy of +/- 3 meters.
 AH8359
 AH8359.The orthometric height was determined by differential leveling and
 AH8359.adjusted by the NATIONAL GEODETIC SURVEY
 AH8359.in March 2001.
 AH8359
 AH8359.No vertical observational check was made to the station.
 AH8359
 AH8359.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8359.GEOID18 height accuracy estimate available here.
 AH8359
 AH8359.Click photographs - Photos may exist for this station.
 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       -    46,600.9     139,002.2     MT  (+/- 3 meters HH1 GPS) 
 AH8359
 AH8359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3214644927(NAD 83)
 AH8359
 AH8359                          SUPERSEDED SURVEY CONTROL
 AH8359
 AH8359.No superseded survey control is available for this station.
 AH8359
 AH8359_MARKER: DR = REFERENCE MARK DISK
 AH8359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH8359_SP_SET: BRIDGE SIDEWALK
 AH8359_STAMPING: MAR NO 1 1962
 AH8359_MARK LOGO: CGS
 AH8359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8359+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 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  HISTORY     - 20090520 GOOD             INDIV
 AH8359  HISTORY     - 20140801 GOOD             NJGS
 AH8359  HISTORY     - 20210914 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AH8359
 AH8359                          STATION RECOVERY (2009)
 AH8359
 AH8359'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 AH8359'RECOVERED AS DESCRIBED.
 AH8359
 AH8359                          STATION RECOVERY (2014)
 AH8359
 AH8359'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AH8359'RECOVERED AS DESCRIBED.
 AH8359
 AH8359                          STATION RECOVERY (2021)
 AH8359
 AH8359'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 AH8359'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AH8360 ***********************************************************************
 AH8360  DESIGNATION -  MAR RM 2
 AH8360  PID         -  AH8360
 AH8360  STATE/COUNTY-  NJ/CAPE MAY
 AH8360  COUNTRY     -  US
 AH8360  USGS QUAD   -  MARMORA (2019)
 AH8360
 AH8360                         *CURRENT SURVEY CONTROL
 AH8360  ______________________________________________________________________
 AH8360* NAD 83(1986) POSITION- 39 15 10.87   (N) 074 37 39.24   (W)   HD_HELD1
 AH8360* NAVD 88 ORTHO HEIGHT -    12.680 (meters)       41.60  (feet) ADJUSTED
 AH8360  ______________________________________________________________________
 AH8360  GEOID HEIGHT    -        -34.675 (meters)                     GEOID18
 AH8360  DYNAMIC HEIGHT  -         12.673 (meters)       41.58  (feet) COMP
 AH8360  MODELED GRAVITY -    980,093.7   (mgal)                       NAVD 88
 AH8360
 AH8360  VERT ORDER      -  FIRST     CLASS II
 AH8360
 AH8360.The horizontal coordinates were determined by differentially corrected
 AH8360.hand held GPS observations or other comparable positioning techniques
 AH8360.and have an estimated accuracy of +/- 3 meters.
 AH8360
 AH8360.The orthometric height was determined by differential leveling and
 AH8360.adjusted by the NATIONAL GEODETIC SURVEY
 AH8360.in April 2015.
 AH8360
 AH8360.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8360.GEOID18 height accuracy estimate available here.
 AH8360
 AH8360.Click photographs - Photos may exist for this station.
 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       -    46,595.1     138,989.9     MT  (+/- 3 meters HH1 GPS) 
 AH8360
 AH8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3213444921(NAD 83)
 AH8360
 AH8360                          SUPERSEDED SURVEY CONTROL
 AH8360
 AH8360  NAVD 88 (03/01/01)   12.679  (m)           41.60   (f) SUPERSEDED  1 2
 AH8360
 AH8360.Superseded values are not recommended for survey control.
 AH8360
 AH8360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8360.See file dsdata.pdf to determine how the superseded data were derived.
 AH8360
 AH8360_MARKER: DR = REFERENCE MARK DISK
 AH8360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH8360_SP_SET: BRIDGE SIDEWALK
 AH8360_STAMPING: MAR NO 2 1962
 AH8360_MARK LOGO: CGS
 AH8360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8360+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 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  HISTORY     - 20090520 GOOD             INDIV
 AH8360  HISTORY     - 20140801 GOOD             NJGS
 AH8360  HISTORY     - 20210914 GOOD             NJGS
 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'RECOVERED IN GOOD CONDITION.
 AH8360
 AH8360                          STATION RECOVERY (2009)
 AH8360
 AH8360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 AH8360'RECOVERED AS DESCRIBED.
 AH8360
 AH8360                          STATION RECOVERY (2014)
 AH8360
 AH8360'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 AH8360'RECOVERED AS DESCRIBED.
 AH8360
 AH8360                          STATION RECOVERY (2021)
 AH8360
 AH8360'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 AH8360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2535 ***********************************************************************
 JU2535  DESIGNATION -  MARCUS HOOK RANGE FRONT LIGHT
 JU2535  PID         -  JU2535
 JU2535  STATE/COUNTY-  NJ/SALEM
 JU2535  COUNTRY     -  US
 JU2535  USGS QUAD   -  MARCUS HOOK (2019)
 JU2535
 JU2535                         *CURRENT SURVEY CONTROL
 JU2535  ______________________________________________________________________
 JU2535* NAD 83(1996) POSITION- 39 46 33.57637(N) 075 28 31.37308(W)   NO CHECK
 JU2535  ______________________________________________________________________
 JU2535  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JU2535  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 JU2535  HORZ ORDER      -  THIRD
 JU2535
 JU2535.The horizontal coordinates were established by classical geodetic methods
 JU2535.and adjusted by the National Geodetic Survey in September 1999.
 JU2535
 JU2535.No horizontal observational check was made to the station.
 JU2535
 JU2535.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2535.GEOID18 height accuracy estimate available here.
 JU2535
 JU2535.Click photographs - Photos may exist for this station.
 JU2535
 JU2535.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2535
 JU2535. The following values were computed from the NAD 83(1996) position.
 JU2535
 JU2535;                    North         East     Units Scale Factor Converg.
 JU2535;SPC NJ       -   105,099.937    66,444.505   MT  0.99998592   -0 37 26.7
 JU2535;SPC NJ       -   344,815.38    217,993.35   sFT  0.99998592   -0 37 26.7
 JU2535;SPC PA S     -    51,660.479   794,855.642   MT  1.00002833   +1 28 32.7
 JU2535;SPC PA S     -   169,489.42  2,607,788.89   sFT  1.00002833   +1 28 32.7
 JU2535;UTM  18      - 4,403,003.217   459,289.215   MT  0.99962040   -0 18 14.9
 JU2535
 JU2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5928903003(NAD 83)
 JU2535
 JU2535                          SUPERSEDED SURVEY CONTROL
 JU2535
 JU2535  NAD 83(1991)-  39 46 33.57907(N)    075 28 31.37929(W) AD(       ) 3
 JU2535  NAD 83(1986)-  39 46 33.58258(N)    075 28 31.38256(W) AD(       ) 3
 JU2535
 JU2535.Superseded values are not recommended for survey control.
 JU2535
 JU2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2535.See file dsdata.pdf to determine how the superseded data were derived.
 JU2535
 JU2535_MARKER: 15 = RANGE MARKER
 JU2535
 JU2535  HISTORY     - Date     Condition        Report By
 JU2535  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2535
 JU2535                          STATION DESCRIPTION
 JU2535
 JU2535'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DH2905 ***********************************************************************
 DH2905  DESIGNATION -  MARCZUK
 DH2905  PID         -  DH2905
 DH2905  STATE/COUNTY-  NJ/MIDDLESEX
 DH2905  COUNTRY     -  US
 DH2905  USGS QUAD   -  PERTH AMBOY (2016)
 DH2905
 DH2905                         *CURRENT SURVEY CONTROL
 DH2905  ______________________________________________________________________
 DH2905* NAD 83(2011) POSITION- 40 35 31.27303(N) 074 16 30.24301(W)   ADJUSTED
 DH2905* NAD 83(2011) ELLIP HT-   -26.274 (meters)        (06/27/12)   ADJUSTED
 DH2905* NAD 83(2011) EPOCH   -  2010.00
 DH2905* NAVD 88 ORTHO HEIGHT -     6.290 (meters)       20.64  (feet) ADJUSTED
 DH2905  ______________________________________________________________________
 DH2905  GEOID HEIGHT    -        -32.566 (meters)                     GEOID18
 DH2905  NAD 83(2011) X  -  1,314,490.569 (meters)                     COMP
 DH2905  NAD 83(2011) Y  - -4,668,649.544 (meters)                     COMP
 DH2905  NAD 83(2011) Z  -  4,128,107.598 (meters)                     COMP
 DH2905  LAPLACE CORR    -          5.27  (seconds)                    DEFLEC18
 DH2905  DYNAMIC HEIGHT  -          6.287 (meters)       20.63  (feet) COMP
 DH2905  MODELED GRAVITY -    980,213.5   (mgal)                       NAVD 88
 DH2905
 DH2905  VERT ORDER      -  FIRST     CLASS II
 DH2905
 DH2905  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH2905  Standards:
 DH2905         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH2905            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH2905  -------------------------------------------------------------------
 DH2905  NETWORK    0.61   1.61           0.27   0.22   0.82      0.01983015
 DH2905  -------------------------------------------------------------------
 DH2905  Click here for local accuracies and other accuracy information.
 DH2905
 DH2905.The horizontal coordinates were established by GPS observations
 DH2905.and adjusted by the National Geodetic Survey in June 2012.
 DH2905
 DH2905.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH2905.been affixed to the stable North American tectonic plate. See 
 DH2905.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH2905
 DH2905.The horizontal coordinates are valid at the epoch date displayed above
 DH2905.which is a decimal equivalence of Year/Month/Day.
 DH2905
 DH2905.The orthometric height was determined by differential leveling and
 DH2905.adjusted by the NATIONAL GEODETIC SURVEY
 DH2905.in May 2006.
 DH2905
 DH2905.No vertical observational check was made to the station.
 DH2905
 DH2905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH2905.GEOID18 height accuracy estimate available here.
 DH2905
 DH2905.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 DH2905
 DH2905.The ellipsoidal height was determined by GPS observations
 DH2905.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DH2905
 DH2905;                    North         East     Units Scale Factor Converg.
 DH2905;SPC NJ       -   195,270.278   169,039.051   MT  0.99990446   +0 08 46.9
 DH2905;SPC NJ       -   640,649.24    554,588.95   sFT  0.99990446   +0 08 46.9
 DH2905;UTM  18      - 4,493,721.561   561,342.569   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6134293721(NAD 83)
 DH2905
 DH2905                          SUPERSEDED SURVEY CONTROL
 DH2905
 DH2905  NAD 83(2007)-  40 35 31.27323(N)    074 16 30.24368(W) AD(2002.00) 0
 DH2905  ELLIP H (02/10/07)  -26.266  (m)                       GP(2002.00)    
 DH2905  NAD 83(1996)-  40 35 31.27333(N)    074 16 30.24376(W) AD(       ) B
 DH2905  ELLIP H (06/06/05)  -26.259  (m)                       GP(       ) 3 1
 DH2905  NAVD 88               6.29   (m)           20.6    (f) LEVELING    3  
 DH2905
 DH2905.Superseded values are not recommended for survey control.
 DH2905
 DH2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2905.See file dsdata.pdf to determine how the superseded data were derived.
 DH2905
 DH2905_MARKER: F = FLANGE-ENCASED 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 - May 20, 2016
 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  HISTORY     - 20160427 GOOD             INDIV
 DH2905  HISTORY     - 20160520 GOOD             NJGS
 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.
 DH2905
 DH2905                          STATION RECOVERY (2016)
 DH2905
 DH2905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (PB)
 DH2905'RECOVERED IN GOOD CONDITION.
 DH2905
 DH2905                          STATION RECOVERY (2016)
 DH2905
 DH2905'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DH2905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2861 ***********************************************************************
 JU2861  DESIGNATION -  MARGATE CITY STANDPIPE
 JU2861  PID         -  JU2861
 JU2861  STATE/COUNTY-  NJ/ATLANTIC
 JU2861  COUNTRY     -  US
 JU2861  USGS QUAD   -  OCEAN CITY (2019)
 JU2861
 JU2861                         *CURRENT SURVEY CONTROL
 JU2861  ______________________________________________________________________
 JU2861* NAD 83(1996) POSITION- 39 19 29.02197(N) 074 30 52.25167(W)   ADJUSTED
 JU2861  ______________________________________________________________________
 JU2861  GEOID HEIGHT    -        -34.486 (meters)                     GEOID18
 JU2861  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2861.GEOID18 height accuracy estimate available here.
 JU2861
 JU2861.Click photographs - Photos may exist for this station.
 JU2861
 JU2861.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2861
 JU2861. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4184652925(NAD 83)
 JU2861
 JU2861                          SUPERSEDED SURVEY CONTROL
 JU2861
 JU2861  NAD 83(1986)-  39 19 29.00880(N)    074 30 52.24483(W) AD(       ) 3
 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
 JU2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2861.See file dsdata.pdf to determine how the superseded data were derived.
 JU2861
 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 = JULY 24, 2026 22:12:30 EDT
 JU2862 ***********************************************************************
 JU2862  DESIGNATION -  MARGATE CITY WATER TANK
 JU2862  PID         -  JU2862
 JU2862  STATE/COUNTY-  NJ/ATLANTIC
 JU2862  COUNTRY     -  US
 JU2862  USGS QUAD   -  OCEAN CITY (2019)
 JU2862
 JU2862                         *CURRENT SURVEY CONTROL
 JU2862  ______________________________________________________________________
 JU2862* NAD 83(1996) POSITION- 39 20 03.47344(N) 074 30 10.25560(W)   ADJUSTED
 JU2862  ______________________________________________________________________
 JU2862  GEOID HEIGHT    -        -34.457 (meters)                     GEOID18
 JU2862  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2862.GEOID18 height accuracy estimate available here.
 JU2862
 JU2862.Click photographs - Photos may exist for this station.
 JU2862
 JU2862.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2862
 JU2862. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4284553992(NAD 83)
 JU2862
 JU2862                          SUPERSEDED SURVEY CONTROL
 JU2862
 JU2862  NAD 83(1986)-  39 20 03.46099(N)    074 30 10.24777(W) AD(       ) 3
 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
 JU2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2862.See file dsdata.pdf to determine how the superseded data were derived.
 JU2862
 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 = JULY 24, 2026 22:12:30 EDT
 KV1082 ***********************************************************************
 KV1082  DESIGNATION -  MARINE
 KV1082  PID         -  KV1082
 KV1082  STATE/COUNTY-  NJ/MERCER
 KV1082  COUNTRY     -  US
 KV1082  USGS QUAD   -  TRENTON WEST (2016)
 KV1082
 KV1082                         *CURRENT SURVEY CONTROL
 KV1082  ______________________________________________________________________
 KV1082* NAD 83(1986) POSITION- 40 11 26.     (N) 074 45 23.     (W)   SCALED
 KV1082* NAVD 88 ORTHO HEIGHT -     3.451 (meters)       11.32  (feet) ADJUSTED
 KV1082  ______________________________________________________________________
 KV1082  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 KV1082  DYNAMIC HEIGHT  -          3.449 (meters)       11.32  (feet) COMP
 KV1082  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 KV1082
 KV1082  VERT ORDER      -  FIRST     CLASS II
 KV1082
 KV1082.The horizontal coordinates were scaled from a map and have
 KV1082.an estimated accuracy of +/- 6 seconds.
 KV1082
 KV1082.The orthometric height was determined by differential leveling and
 KV1082.adjusted by the NATIONAL GEODETIC SURVEY
 KV1082.in June 1991.
 KV1082
 KV1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1082.GEOID18 height accuracy estimate available here.
 KV1082
 KV1082.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207489(NAD 83)
 KV1082
 KV1082                          SUPERSEDED SURVEY CONTROL
 KV1082
 KV1082  NGVD 29 (??/??/92)    3.787  (m)           12.42   (f) SUPERSEDED  1 2
 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
 KV1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1082.See file dsdata.pdf to determine how the superseded data were derived.
 KV1082
 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 = JULY 24, 2026 22:12:30 EDT
 KV4280 ***********************************************************************
 KV4280  DESIGNATION -  MARION
 KV4280  PID         -  KV4280
 KV4280  STATE/COUNTY-  NJ/HUDSON
 KV4280  COUNTRY     -  US
 KV4280  USGS QUAD   -  JERSEY CITY (2019)
 KV4280
 KV4280                         *CURRENT SURVEY CONTROL
 KV4280  ______________________________________________________________________
 KV4280* NAD 83(1996) POSITION- 40 44 42.23735(N) 074 04 27.05531(W)   ADJUSTED
 KV4280* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4280  ______________________________________________________________________
 KV4280  GEOID HEIGHT    -        -32.025 (meters)                     GEOID18
 KV4280  LAPLACE CORR    -          6.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4280.GEOID18 height accuracy estimate available here.
 KV4280
 KV4280.Click photographs - Photos may exist for this station.
 KV4280
 KV4280.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4280
 KV4280. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000461  x   0.99991591  =   0.99992052
 KV4280!SPC NY L     -   1.00000461  x   0.99999657  =   1.00000118
 KV4280!UTM  18      -   1.00000461  x   0.99967520  =   0.99967980
 KV4280
 KV4280:                Primary Azimuth Mark                     Grid Az
 KV4280:SPC NJ       -  SPAN                                     237 50 28.7
 KV4280:SPC NY L     -  SPAN                                     238 10 04.0
 KV4280:UTM  18      -  SPAN                                     237 30 53.8
 KV4280
 KV4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7816210869(NAD 83)
 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
 KV4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4280.See file dsdata.pdf to determine how the superseded data were derived.
 KV4280
 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 = JULY 24, 2026 22:12:30 EDT
 JU2816 ***********************************************************************
 JU2816  DESIGNATION -  MARK USE 1962
 JU2816  PID         -  JU2816
 JU2816  STATE/COUNTY-  NJ/ATLANTIC
 JU2816  COUNTRY     -  US
 JU2816  USGS QUAD   -  OCEANVILLE (2019)
 JU2816
 JU2816                         *CURRENT SURVEY CONTROL
 JU2816  ______________________________________________________________________
 JU2816* NAD 83(1996) POSITION- 39 22 56.51552(N) 074 24 16.15758(W)   ADJUSTED
 JU2816* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2816  ______________________________________________________________________
 JU2816  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 JU2816  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2816.GEOID18 height accuracy estimate available here.
 JU2816
 JU2816.Click photographs - Photos may exist for this station.
 JU2816
 JU2816.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2816
 JU2816. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000514  x   0.99990083  =   0.99990597
 JU2816!UTM  18      -   1.00000514  x   0.99963239  =   0.99963753
 JU2816
 JU2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5128759378(NAD 83)
 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
 JU2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2816.See file dsdata.pdf to determine how the superseded data were derived.
 JU2816
 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       USACE
 JU2816
 JU2816                          STATION DESCRIPTION
 JU2816
 JU2816'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5079 ***********************************************************************
 KV5079  DESIGNATION -  MARLBORO STATE HOSP TANK
 KV5079  PID         -  KV5079
 KV5079  STATE/COUNTY-  NJ/MONMOUTH
 KV5079  COUNTRY     -  US
 KV5079  USGS QUAD   -  MARLBORO (2016)
 KV5079
 KV5079                         *CURRENT SURVEY CONTROL
 KV5079  ______________________________________________________________________
 KV5079* NAD 83(1996) POSITION- 40 20 47.75664(N) 074 13 43.72624(W)   ADJUSTED
 KV5079  ______________________________________________________________________
 KV5079  GEOID HEIGHT    -        -32.333 (meters)                     GEOID18
 KV5079  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5079.GEOID18 height accuracy estimate available here.
 KV5079
 KV5079.Click photographs - Photos may exist for this station.
 KV5079
 KV5079.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5079
 KV5079. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6549466512(NAD 83)
 KV5079
 KV5079                          SUPERSEDED SURVEY CONTROL
 KV5079
 KV5079  NAD 83(1986)-  40 20 47.75780(N)    074 13 43.72237(W) AD(       ) 3
 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
 KV5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5079.See file dsdata.pdf to determine how the superseded data were derived.
 KV5079
 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 = JULY 24, 2026 22:12:30 EDT
 JU2884 ***********************************************************************
 JU2884  DESIGNATION -  MARMORA
 JU2884  PID         -  JU2884
 JU2884  STATE/COUNTY-  NJ/CAPE MAY
 JU2884  COUNTRY     -  US
 JU2884  USGS QUAD   -  MARMORA (2019)
 JU2884
 JU2884                         *CURRENT SURVEY CONTROL
 JU2884  ______________________________________________________________________
 JU2884* NAD 83(2011) POSITION- 39 15 43.36373(N) 074 38 59.07486(W)   ADJUSTED
 JU2884* NAD 83(2011) ELLIP HT-   -24.884 (meters)        (06/27/12)   ADJUSTED
 JU2884* NAD 83(2011) EPOCH   -  2010.00
 JU2884* NAVD 88 ORTHO HEIGHT -     9.748 (meters)       31.98  (feet) ADJUSTED
 JU2884  ______________________________________________________________________
 JU2884  GEOID HEIGHT    -        -34.614 (meters)                     GEOID18
 JU2884  NAD 83(2011) X  -  1,309,021.843 (meters)                     COMP
 JU2884  NAD 83(2011) Y  - -4,768,540.286 (meters)                     COMP
 JU2884  NAD 83(2011) Z  -  4,014,867.873 (meters)                     COMP
 JU2884  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 JU2884  DYNAMIC HEIGHT  -          9.742 (meters)       31.96  (feet) COMP
 JU2884  MODELED GRAVITY -    980,095.6   (mgal)                       NAVD 88
 JU2884
 JU2884  VERT ORDER      -  FIRST     CLASS II
 JU2884
 JU2884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2884  Standards:
 JU2884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2884  -------------------------------------------------------------------
 JU2884  NETWORK    0.57   0.90           0.25   0.21   0.46      0.11736867
 JU2884  -------------------------------------------------------------------
 JU2884  Click here for local accuracies and other accuracy information.
 JU2884
 JU2884.The horizontal coordinates were established by GPS observations
 JU2884.and adjusted by the National Geodetic Survey in June 2012.
 JU2884
 JU2884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2884.been affixed to the stable North American tectonic plate. See 
 JU2884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2884
 JU2884.The horizontal coordinates are valid at the epoch date displayed above
 JU2884.which is a decimal equivalence of Year/Month/Day.
 JU2884
 JU2884.The orthometric height was determined by differential leveling and
 JU2884.adjusted by the NATIONAL GEODETIC SURVEY
 JU2884.in March 2005.
 JU2884
 JU2884.No vertical observational check was made to the station.
 JU2884
 JU2884.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2884.GEOID18 height accuracy estimate available here.
 JU2884
 JU2884.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU2884
 JU2884.The ellipsoidal height was determined by GPS observations
 JU2884.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2884
 JU2884;                    North         East     Units Scale Factor Converg.
 JU2884;SPC NJ       -    47,600.003   137,077.574   MT  0.99990206   -0 05 41.2
 JU2884;SPC NJ       -   156,167.68    449,728.67   sFT  0.99990206   -0 05 41.2
 JU2884;UTM  18      - 4,345,915.160   530,217.214   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:                Primary Azimuth Mark                     Grid Az
 JU2884:SPC NJ       -  SUNOCO                                   108 07 08.3
 JU2884:UTM  18      -  SUNOCO                                   107 48 09.1
 JU2884
 JU2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3021745915(NAD 83)
 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 0894338.2 |
 JU2884| JU2837 SUNOCO                              APPROX. 3.1 KM 1080127.1 |
 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 3172425.7 |
 JU2884|---------------------------------------------------------------------|
 JU2884
 JU2884                          SUPERSEDED SURVEY CONTROL
 JU2884
 JU2884  NAD 83(2007)-  39 15 43.36415(N)    074 38 59.07551(W) AD(2002.00) 0
 JU2884  ELLIP H (02/10/07)  -24.874  (m)                       GP(2002.00)    
 JU2884  ELLIP H (10/23/02)  -24.839  (m)                       GP(       ) 4 1
 JU2884  NAD 83(1996)-  39 15 43.36393(N)    074 38 59.07544(W) AD(       ) 1
 JU2884  ELLIP H (05/14/99)  -24.869  (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)  -24.960  (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  NAVD 88 (03/31/93)    9.8    (m)  UNKNOWN  model used  GPS OBS        
 JU2884
 JU2884.Superseded values are not recommended for survey control.
 JU2884
 JU2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2884.See file dsdata.pdf to determine how the superseded data were derived.
 JU2884
 JU2884_MARKER: DS = TRIANGULATION STATION DISK
 JU2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20070507 MARK NOT FOUND   AASCO
 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 DISKS
 JU2884'SET IN CONCRETE AS DESCRIBED.
 JU2884'
 JU2884'REFERENCE MARK NO.1 IS ABOUT 0.25 MILE NE OF STATION, ON THE S SIDE OF
 JU2884'THE ROAD TO OCEAN CITY, ON THE N SIDE OF THE ROAD, OPPOSITE THE MARK,
 JU2884'IS A YELLOW HOUSE.  MARK IS ABOUT 1 FOOT S OF THE S CURB OF HIGHWAY.
 JU2884'
 JU2884'REFERENCE MARK NO. 2 IS 103.25 FEET NE OF STATION, ABOUT 3 FEET SW OF
 JU2884'NW CORNER OF CONCRETE BLOCK BUILDING.
 JU2884'
 JU2884'REFERENCE MARK NO. 3 IS 77.6 FEET W OF STATION, 22 FEET E OF CENTER
 JU2884'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) MARMORA
 JU2884'NO 1 1932 1967 RECOVERED IN GOOD CONDITION.  MARMORA NO 2 1932 NOT
 JU2884'RECOVERED.  MARMORA NO 3 1932 RECOVERED IN POOR CONDITION.
 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.  NO OTHER MARKS WERE FOUND.
 JU2884'THERE HAS BEEN EXTENSIVE CONSTRUCTION IN THE AREA.  TWO NEW REFERENCE
 JU2884'MARKS AND AN AZIMUTH MARK WERE ESTABLIHED AT THIS TIME.
 JU2884'
 JU2884'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) SOUTHWEST OF ATLANTIC
 JU2884'CITY, 6.5 KM (4.0 MI) EAST OF PETERSBURG, 4.75 KM (3.0 MI) SOUTH OF
 JU2884'THE GREAT EGG HARBOR AND 38.0 METERS (125 FT) SOUTHWEST OF THE POST OF
 JU2884'AT MARMORA.  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 STAMPED ---MARMORA 1932---, SET
 JU2884'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FLUSH WITH
 JU2884'GROUND.  LOCATED 39.4 METERS (129.3 FT) WEST FROM THE WEST CORNER OF
 JU2884'THE POST OFFICE, 30.8 METERS (101.0 FT) SOUTHEAST FROM THE CENTER OF
 JU2884'THE INTERSECTION OF U.S. HIGHWAY 9 AND COUNTY ROAD 631, 27.5 METERS
 JU2884'(90.3 FT) EAST FROM A POWER POLE, 24.1 METERS (79.2 FT) SOUTHEAST FROM
 JU2884'A POWER POLE 2477 112 AND 21.6 METERS (70.8 FT) SOUTH FROM THE WEST
 JU2884'CORNER OF THE MARTEX ELECTRONICS BULLRING.
 JU2884'
 JU2884'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK STAMPED
 JU2884'---MARMORA 1932 NO 4 1983---, SET INTO A DRILL HOLE IN THE NORTHWEST
 JU2884'SIDE OF THE CONCRETE BASE OF A LIGHTPOLE FOR THE MARMORA FORD
 JU2884'DEALERSHIP.  43.2 METERS (141.6 FT) SOUTHEAST FROM THE CENTER OF ROUTE
 JU2884'9, 19.9 METERS (65.4 FT) EAST FROM A POWER POLE A-20268, 7.3 METERS
 JU2884'(23.8 FT) NORTH FROM THE NORTH CORNER OF THE CAR DEALERS SHOWROOM AND
 JU2884'0.2 METERS (0.8 FT) NORTHWEST FROM THE LIGHTPOLE.  MARK IS LEVEL WITH
 JU2884'THE STATION.
 JU2884'
 JU2884'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED
 JU2884'---MARMORA 1932 NO 5 1932---, SET INTO A DRILL HOLE IN A CURB ALONG
 JU2884'THE SOUTHEAST SIDE OF U.S.  HIGHWAY 9 15.4 METERS (50.5 FT) NORTHEAST
 JU2884'FROM A POWER POLE, 14.5 METERS (47.5 FT) WEST FROM THE WEST CORNER OF
 JU2884'THE MARTEX ELECTRONICS BULLRING AND 4.9 METERS (16.1 FT) SOUTHWEST
 JU2884'FROM A POWER POLE 2477 112.  MARK IS LEVEL WITH THE STATION.
 JU2884'
 JU2884'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED
 JU2884'---MARMORA 1932 NO 2 1983---, SET INTO A DRILL HOLE NEAR THE NORTH END
 JU2884'OF A TRAFFIC ISLAND MAKING THE JUNCTION OF COUNTY ROAD 631 AND BEASLEY
 JU2884'POINT ROAD.  15.7 METERS (51.6 FT) SOUTHEAST FROM A POWER POLE, 9.1
 JU2884'METERS (30.0 FT) SOUTHEAST FROM THE CENTER OF BEASLEY POINT ROAD, 6.7
 JU2884'METERS (22.0 FT) SOUTHWEST FROM THE CENTER OF WEST BOUND COUNTY ROAD
 JU2884'631 AND 5.9 METERS (19.4 FT) NORTH FROM THE CENTER OF EAST BOUND
 JU2884'COUNTY ROAD 631.  TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST
 JU2884'FOR 0.7 KM (0.45 MI) ON COUNTY ROAD 631 TO THE MARK IN THE CENTER OF A
 JU2884'TEE JUNCTION.
 JU2884'
 JU2884'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 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 JUNCTION
 JU2884'OF ROUTE 9 AND COUNTY ROAD 631, TUCKAHOE ROAD, 27.7 M (90.9 FT) EAST
 JU2884'FROM POWER POLE BT 1, 15.2 M (49.9 FT) SOUTHWEST OF THE CENTER OF A
 JU2884'RADIO ANTENNA TOWER ON PROPERTY OF MARINE ELECTRONICS COMPUTERS AND
 JU2884'24.3 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.
 JU2884
 JU2884                          STATION RECOVERY (2007)
 JU2884
 JU2884'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GLB)
 JU2884'MARK APPEARS TO BE DESTROYED DUE TO NEW CONSTRUCTION ON SITE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4098 ***********************************************************************
 JU4098  DESIGNATION -  MARMORA AZ MK 2
 JU4098  PID         -  JU4098
 JU4098  STATE/COUNTY-  NJ/CAPE MAY
 JU4098  COUNTRY     -  US
 JU4098  USGS QUAD   -  MARMORA (2019)
 JU4098
 JU4098                         *CURRENT SURVEY CONTROL
 JU4098  ______________________________________________________________________
 JU4098* NAD 83(1996) POSITION- 39 16 00.31243(N) 074 39 19.12041(W)   NO CHECK
 JU4098* NAVD 88 ORTHO HEIGHT -     7.357 (meters)       24.14  (feet) ADJUSTED
 JU4098  ______________________________________________________________________
 JU4098  GEOID HEIGHT    -        -34.590 (meters)                     GEOID18
 JU4098  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 JU4098  DYNAMIC HEIGHT  -          7.353 (meters)       24.12  (feet) COMP
 JU4098  MODELED GRAVITY -    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
 JU4098.No horizontal observational check was made to the station.
 JU4098
 JU4098.The orthometric height was determined by differential leveling and
 JU4098.adjusted by the NATIONAL GEODETIC SURVEY
 JU4098.in March 2005.
 JU4098
 JU4098.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4098.GEOID18 height accuracy estimate available here.
 JU4098
 JU4098.Click photographs - Photos may exist for this station.
 JU4098
 JU4098.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2973446435(NAD 83)
 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
 JU4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4098.See file dsdata.pdf to determine how the superseded data were derived.
 JU4098
 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 - May 01, 2018
 JU4098
 JU4098  HISTORY     - Date     Condition        Report By
 JU4098  HISTORY     - 1983     MONUMENTED       NGS
 JU4098  HISTORY     - 20000819 GOOD             NJGS
 JU4098  HISTORY     - 20060127 GOOD             GEOCAC
 JU4098  HISTORY     - 20150210 GOOD             IDAK
 JU4098  HISTORY     - 20180501 GOOD             NJGS
 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.
 JU4098
 JU4098                          STATION RECOVERY (2015)
 JU4098
 JU4098'RECOVERY NOTE BY DUBOIS AND KING, INC 2015 (JRF)
 JU4098'RECOVERED AS DESCRIBED.
 JU4098
 JU4098                          STATION RECOVERY (2018)
 JU4098
 JU4098'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU4098'IT IS 27.2 M (89.2 FT) NORTH OF THE CENTER OF A DRAINAGE INLET, 20.6 M
 JU4098'(67.6 FT) EAST-NORTHEAST OF UTILITY POLE NUMBERED B16/A15550, 16.2 M
 JU4098'(53.1 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBERED 03572, 9.3 M (30.5
 JU4098'FT) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 662/631, 7.1 M (23.3
 JU4098'FT) WEST-SOUTHWEST OF THE CENTERLINE OF TUCKAHOE ROAD (COUNTY ROAD
 JU4098'631) AND 3.6 M (11.8 FT) SOUTH-SOUTHEAST OF THE NORTHERN TIP OF THE
 JU4098'ISLAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AJ8714 ***********************************************************************
 AJ8714  DESIGNATION -  MARMORA RM 1 AZ MK RESET
 AJ8714  PID         -  AJ8714
 AJ8714  STATE/COUNTY-  NJ/CAPE MAY
 AJ8714  COUNTRY     -  US
 AJ8714  USGS QUAD   -  MARMORA (2019)
 AJ8714
 AJ8714                         *CURRENT SURVEY CONTROL
 AJ8714  ______________________________________________________________________
 AJ8714* NAD 83(1986) POSITION- 39 15 47.12   (N) 074 38 41.23   (W)   HD_HELD1
 AJ8714* NAVD 88 ORTHO HEIGHT -     4.375 (meters)       14.35  (feet) ADJUSTED
 AJ8714  ______________________________________________________________________
 AJ8714  GEOID HEIGHT    -        -34.615 (meters)                     GEOID18
 AJ8714  DYNAMIC HEIGHT  -          4.373 (meters)       14.35  (feet) COMP
 AJ8714  MODELED GRAVITY -    980,095.6   (mgal)                       NAVD 88
 AJ8714
 AJ8714  VERT ORDER      -  FIRST     CLASS II
 AJ8714
 AJ8714.The horizontal coordinates were determined by differentially corrected
 AJ8714.hand held GPS observations or other comparable positioning techniques
 AJ8714.and have an estimated accuracy of +/- 3 meters.
 AJ8714
 AJ8714.The orthometric height was determined by differential leveling and
 AJ8714.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8714.in March 2005.
 AJ8714
 AJ8714.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8714.GEOID18 height accuracy estimate available here.
 AJ8714
 AJ8714.Click photographs - Photos may exist for this station.
 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       -    47,715.1     137,505.5     MT  (+/- 3 meters HH1 GPS) 
 AJ8714
 AJ8714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3064446032(NAD 83)
 AJ8714
 AJ8714                          SUPERSEDED SURVEY CONTROL
 AJ8714
 AJ8714.No superseded survey control is available for this station.
 AJ8714
 AJ8714_MARKER: DZ = AZIMUTH MARK DISK
 AJ8714_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ8714_SP_SET: TRAFFIC ISLAND
 AJ8714_STAMPING: MARMORA NO 1 1932 1967
 AJ8714_MARK LOGO: CGS
 AJ8714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8714+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2023
 AJ8714
 AJ8714  HISTORY     - Date     Condition        Report By
 AJ8714  HISTORY     - 1967     MONUMENTED       CGS
 AJ8714  HISTORY     - 20000815 GOOD             NJGS
 AJ8714  HISTORY     - 20151216 GOOD             NJGS
 AJ8714  HISTORY     - 20230911 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.
 AJ8714
 AJ8714                          STATION RECOVERY (2015)
 AJ8714
 AJ8714'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 AJ8714'THE STATION IS LOCATED IN UPPER TOWNSHIP IN THE LOCAL COMMUNITY OF
 AJ8714'MARMORA ON THE SOUTHWEST SIDE OF ROOSEVELT BOULEVARD, COUNTY ROAD 623.
 AJ8714'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND
 AJ8714'ROOSEVELT BOULEVARD, GO SOUTHEAST ON ROOSEVELT BOULEVARD FOR 0.20 MI
 AJ8714'(0.3 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN AN
 AJ8714'OBLONG SHAPED CONCRETE TRAFFIC ISLAND IN FRONT OF THE FARMERS
 AJ8714'INSURANCE COMPANY BRANCH OFFICE, NO. 108 ROOSEVELT BOULEVARD.
 AJ8714'
 AJ8714'THE STATION IS 12.9 FT (3.9 M) NORTH FROM A 8 INCH (20 CM) SQUARE
 AJ8714'STEEL POST SUPPORTING A SIGN FOR THE FARMERS INSURANCE COMPANY IN THE
 AJ8714'CENTER OF THE CONCRETE TRAFFIC ISLAND, 33.0 FT (10.1 M) SOUTHEAST FROM
 AJ8714'WOOD UTILITY POLE NUMBER 02977, 2.0 FT (0.6 M) SOUTHWEST FROM THE
 AJ8714'SOUTHWEST CURB OF ROOSEVELT BOULEVARD AND 20.0 FT (6.1 M) SOUTHEAST
 AJ8714'FROM THE CENTERLINE OF THE ENTRANCE DRIVE LEADING INTO THE OFFICE
 AJ8714'PARKING LOT.
 AJ8714
 AJ8714                          STATION RECOVERY (2023)
 AJ8714
 AJ8714'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 AJ8714'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE BUILDING IS NOW
 AJ8714'OCCUPIED BY CONNOLLY DERMATOLOGY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AJ8715 ***********************************************************************
 AJ8715  DESIGNATION -  MARMORA RM 4
 AJ8715  PID         -  AJ8715
 AJ8715  STATE/COUNTY-  NJ/CAPE MAY
 AJ8715  COUNTRY     -  US
 AJ8715  USGS QUAD   -  MARMORA (2019)
 AJ8715
 AJ8715                         *CURRENT SURVEY CONTROL
 AJ8715  ______________________________________________________________________
 AJ8715* NAD 83(1986) POSITION- 39 15 42.36   (N) 074 38 59.44   (W)   HD_HELD1
 AJ8715* NAVD 88 ORTHO HEIGHT -    10.049 (meters)       32.97  (feet) ADJUSTED
 AJ8715  ______________________________________________________________________
 AJ8715  GEOID HEIGHT    -        -34.615 (meters)                     GEOID18
 AJ8715  DYNAMIC HEIGHT  -         10.043 (meters)       32.95  (feet) COMP
 AJ8715  MODELED GRAVITY -    980,095.6   (mgal)                       NAVD 88
 AJ8715
 AJ8715  VERT ORDER      -  FIRST     CLASS II
 AJ8715
 AJ8715.The horizontal coordinates were determined by differentially corrected
 AJ8715.hand held GPS observations or other comparable positioning techniques
 AJ8715.and have an estimated accuracy of +/- 3 meters.
 AJ8715
 AJ8715.The orthometric height was determined by differential leveling and
 AJ8715.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8715.in March 2005.
 AJ8715
 AJ8715.No vertical observational check was made to the station.
 AJ8715
 AJ8715.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8715.GEOID18 height accuracy estimate available here.
 AJ8715
 AJ8715.Click photographs - Photos may exist for this station.
 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       -    47,569.1     137,068.8     MT  (+/- 3 meters HH1 GPS) 
 AJ8715
 AJ8715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3020845884(NAD 83)
 AJ8715
 AJ8715                          SUPERSEDED SURVEY CONTROL
 AJ8715
 AJ8715.No superseded survey control is available for this station.
 AJ8715
 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 - February 10, 2015
 AJ8715
 AJ8715  HISTORY     - Date     Condition        Report By
 AJ8715  HISTORY     - 1983     MONUMENTED       NGS
 AJ8715  HISTORY     - 20000819 GOOD             NJGS
 AJ8715  HISTORY     - 20150210 GOOD             IDAK
 AJ8715
 AJ8715                          STATION DESCRIPTION
 AJ8715
 AJ8715'DESCRIBED 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.
 AJ8715
 AJ8715                          STATION RECOVERY (2015)
 AJ8715
 AJ8715'RECOVERY NOTE BY DUBOIS AND KING, INC 2015 (JRF)
 AJ8715'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AJ8716 ***********************************************************************
 AJ8716  DESIGNATION -  MARMORA RM 5
 AJ8716  PID         -  AJ8716
 AJ8716  STATE/COUNTY-  NJ/CAPE MAY
 AJ8716  COUNTRY     -  US
 AJ8716  USGS QUAD   -  MARMORA (2019)
 AJ8716
 AJ8716                         *CURRENT SURVEY CONTROL
 AJ8716  ______________________________________________________________________
 AJ8716* NAD 83(1986) POSITION- 39 15 43.91   (N) 074 38 59.78   (W)   HD_HELD1
 AJ8716* NAVD 88 ORTHO HEIGHT -    10.023 (meters)       32.88  (feet) ADJUSTED
 AJ8716  ______________________________________________________________________
 AJ8716  GEOID HEIGHT    -        -34.613 (meters)                     GEOID18
 AJ8716  DYNAMIC HEIGHT  -         10.018 (meters)       32.87  (feet) COMP
 AJ8716  MODELED GRAVITY -    980,095.6   (mgal)                       NAVD 88
 AJ8716
 AJ8716  VERT ORDER      -  FIRST     CLASS II
 AJ8716
 AJ8716.The horizontal coordinates were determined by differentially corrected
 AJ8716.hand held GPS observations or other comparable positioning techniques
 AJ8716.and have an estimated accuracy of +/- 3 meters.
 AJ8716
 AJ8716.The orthometric height was determined by differential leveling and
 AJ8716.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8716.in March 2005.
 AJ8716
 AJ8716.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8716.GEOID18 height accuracy estimate available here.
 AJ8716
 AJ8716.Click photographs - Photos may exist for this station.
 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       -    47,616.9     137,060.7     MT  (+/- 3 meters HH1 GPS) 
 AJ8716
 AJ8716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3020045931(NAD 83)
 AJ8716
 AJ8716                          SUPERSEDED SURVEY CONTROL
 AJ8716
 AJ8716.No superseded survey control is available for this station.
 AJ8716
 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     - 20000815 GOOD             NJGS
 AJ8716
 AJ8716                          STATION DESCRIPTION
 AJ8716
 AJ8716'DESCRIBED 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 = JULY 24, 2026 22:12:30 EDT
 HU1287 ***********************************************************************
 HU1287  DESIGNATION -  MARSH
 HU1287  PID         -  HU1287
 HU1287  STATE/COUNTY-  NJ/CAPE MAY
 HU1287  COUNTRY     -  US
 HU1287  USGS QUAD   -  CAPE MAY (2019)
 HU1287
 HU1287                         *CURRENT SURVEY CONTROL
 HU1287  ______________________________________________________________________
 HU1287* NAD 83(1996) POSITION- 38 58 48.21350(N) 074 52 44.38517(W)   ADJUSTED
 HU1287* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 HU1287  ______________________________________________________________________
 HU1287  GEOID HEIGHT    -        -35.453 (meters)                     GEOID18
 HU1287  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1287.GEOID18 height accuracy estimate available here.
 HU1287
 HU1287.Click photographs - Photos may exist for this station.
 HU1287
 HU1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1287
 HU1287. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000547  x   0.99991327  =   0.99991874
 HU1287!UTM  18      -   1.00000547  x   0.99960135  =   0.99960682
 HU1287
 HU1287:                Primary Azimuth Mark                     Grid Az
 HU1287:SPC NJ       -  CAPE MAY LIGHTHOUSE                      233 44 35.7
 HU1287:UTM  18      -  CAPE MAY LIGHTHOUSE                      233 25 43.4
 HU1287
 HU1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1048014570(NAD 83)
 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
 HU1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1287.See file dsdata.pdf to determine how the superseded data were derived.
 HU1287
 HU1287_MARKER: DS = TRIANGULATION STATION DISK
 HU1287_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1287_STAMPING: MARSH 1927
 HU1287_MARK LOGO: CGS
 HU1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4743 ***********************************************************************
 KV4743  DESIGNATION -  MARSH
 KV4743  PID         -  KV4743
 KV4743  STATE/COUNTY-  NJ/UNION
 KV4743  COUNTRY     -  US
 KV4743  USGS QUAD   -  ELIZABETH (2016)
 KV4743
 KV4743                         *CURRENT SURVEY CONTROL
 KV4743  ______________________________________________________________________
 KV4743* NAD 83(1996) POSITION- 40 40 08.02874(N) 074 09 09.53938(W)   ADJUSTED
 KV4743* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4743  ______________________________________________________________________
 KV4743  GEOID HEIGHT    -        -32.268 (meters)                     GEOID18
 KV4743  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4743.GEOID18 height accuracy estimate available here.
 KV4743
 KV4743.Click photographs - Photos may exist for this station.
 KV4743
 KV4743.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4743
 KV4743. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000496  x   0.99991061  =   0.99991557
 KV4743!SPC NY L     -   1.00000496  x   0.99999988  =   1.00000484
 KV4743!UTM  18      -   1.00000496  x   0.99966313  =   0.99966809
 KV4743
 KV4743:                Primary Azimuth Mark                     Grid Az
 KV4743:SPC NJ       -  SINGER RESET                             218 11 44.8
 KV4743:SPC NY L     -  SINGER RESET                             218 31 19.1
 KV4743:UTM  18      -  SINGER RESET                             217 52 11.7
 KV4743
 KV4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7161902347(NAD 83)
 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  USSD        -  40 40 08.03800(N)    074 09 10.92400(W) AD(       ) 3
 KV4743
 KV4743.Superseded values are not recommended for survey control.
 KV4743
 KV4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4743.See file dsdata.pdf to determine how the superseded data were derived.
 KV4743
 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 = JULY 24, 2026 22:12:30 EDT
 KV4744 ***********************************************************************
 KV4744  DESIGNATION -  MARSH 2
 KV4744  PID         -  KV4744
 KV4744  STATE/COUNTY-  NJ/UNION
 KV4744  COUNTRY     -  US
 KV4744  USGS QUAD   -  ELIZABETH (2016)
 KV4744
 KV4744                         *CURRENT SURVEY CONTROL
 KV4744  ______________________________________________________________________
 KV4744* NAD 83(1996) POSITION- 40 40 07.85931(N) 074 09 10.35975(W)   ADJUSTED
 KV4744* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4744  ______________________________________________________________________
 KV4744  GEOID HEIGHT    -        -32.269 (meters)                     GEOID18
 KV4744  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4744.GEOID18 height accuracy estimate available here.
 KV4744
 KV4744.Click photographs - Photos may exist for this station.
 KV4744
 KV4744.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4744
 KV4744. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000496  x   0.99991060  =   0.99991556
 KV4744!SPC NY L     -   1.00000496  x   0.99999988  =   1.00000484
 KV4744!UTM  18      -   1.00000496  x   0.99966310  =   0.99966806
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7160002342(NAD 83)
 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
 KV4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4744.See file dsdata.pdf to determine how the superseded data were derived.
 KV4744
 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 = JULY 24, 2026 22:12:30 EDT
 KV4893 ***********************************************************************
 KV4893  DESIGNATION -  MARSHALL
 KV4893  PID         -  KV4893
 KV4893  STATE/COUNTY-  NJ/MIDDLESEX
 KV4893  COUNTRY     -  US
 KV4893  USGS QUAD   -  PLAINFIELD (2019)
 KV4893
 KV4893                         *CURRENT SURVEY CONTROL
 KV4893  ______________________________________________________________________
 KV4893* NAD 83(2011) POSITION- 40 31 42.06517(N) 074 29 06.36158(W)   ADJUSTED
 KV4893* NAD 83(2011) ELLIP HT-    -8.723 (meters)        (06/27/12)   ADJUSTED
 KV4893* NAD 83(2011) EPOCH   -  2010.00
 KV4893* NAVD 88 ORTHO HEIGHT -    24.33  (meters)       79.8   (feet) LEVELING
 KV4893  ______________________________________________________________________
 KV4893  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 KV4893  NAD 83(2011) X  -  1,298,600.895 (meters)                     COMP
 KV4893  NAD 83(2011) Y  - -4,677,879.423 (meters)                     COMP
 KV4893  NAD 83(2011) Z  -  4,122,747.679 (meters)                     COMP
 KV4893  LAPLACE CORR    -          5.27  (seconds)                    DEFLEC18
 KV4893  VERT ORDER      -  THIRD ?
 KV4893
 KV4893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4893  Standards:
 KV4893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4893  -------------------------------------------------------------------
 KV4893  NETWORK    0.80   1.27           0.38   0.24   0.65      0.08522748
 KV4893  -------------------------------------------------------------------
 KV4893  Click here for local accuracies and other accuracy information.
 KV4893
 KV4893.The horizontal coordinates were established by GPS observations
 KV4893.and adjusted by the National Geodetic Survey in June 2012.
 KV4893
 KV4893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4893.been affixed to the stable North American tectonic plate. See 
 KV4893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4893
 KV4893.The horizontal coordinates are valid at the epoch date displayed above
 KV4893.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4893.GEOID18 height accuracy estimate available here.
 KV4893
 KV4893.Click photographs - Photos may exist for this station.
 KV4893
 KV4893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4893
 KV4893.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4893
 KV4893.The ellipsoidal height was determined by GPS observations
 KV4893.and is referenced to NAD 83.
 KV4893
 KV4893. The following values were computed from the NAD 83(2011) position.
 KV4893
 KV4893;                    North         East     Units Scale Factor Converg.
 KV4893;SPC NJ       -   188,176.641   151,262.344   MT  0.99990002   +0 00 34.9
 KV4893;SPC NJ       -   617,376.20    496,266.54   sFT  0.99990002   +0 00 34.9
 KV4893;UTM  18      - 4,486,529.086   543,611.146   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:                Primary Azimuth Mark                     Grid Az
 KV4893:SPC NJ       -  MARSHALL AZ MK                           052 55 47.1
 KV4893:UTM  18      -  MARSHALL AZ MK                           052 36 17.4
 KV4893
 KV4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4361186529(NAD 83)
 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                                     0525622.0 |
 KV4893| KV4892 NEW BRUNSWICK TRANS ATL RED BN      APPROX. 1.8 KM 2061054.0 |
 KV4893| CB5309 MARSHALL RM 2                        74.323 METERS 26805     |
 KV4893| KV5804 AIRWAY BEACON 70                    APPROX. 8.7 KM 3112235.2 |
 KV4893|---------------------------------------------------------------------|
 KV4893
 KV4893                          SUPERSEDED SURVEY CONTROL
 KV4893
 KV4893  NAD 83(2007)-  40 31 42.06541(N)    074 29 06.36219(W) AD(2002.00) 0
 KV4893  ELLIP H (02/10/07)   -8.714  (m)                       GP(2002.00)    
 KV4893  ELLIP H (10/23/02)   -8.713  (m)                       GP(       ) 4 1
 KV4893  NAD 83(1996)-  40 31 42.06567(N)    074 29 06.36237(W) AD(       ) 1
 KV4893  ELLIP H (05/14/99)   -8.708  (m)                       GP(       ) 4 1
 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              24.64   (m)           80.8    (f) LEVELING    3  
 KV4893
 KV4893.Superseded values are not recommended for survey control.
 KV4893
 KV4893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4893.See file dsdata.pdf to determine how the superseded data were derived.
 KV4893
 KV4893_MARKER: DS = TRIANGULATION STATION DISK
 KV4893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU2855 ***********************************************************************
 JU2855  DESIGNATION -  MARSHALL RESET
 JU2855  PID         -  JU2855
 JU2855  STATE/COUNTY-  NJ/ATLANTIC
 JU2855  COUNTRY     -  US
 JU2855  USGS QUAD   -  OCEAN CITY (2019)
 JU2855
 JU2855                         *CURRENT SURVEY CONTROL
 JU2855  ______________________________________________________________________
 JU2855* NAD 83(1996) POSITION- 39 20 08.04891(N) 074 34 34.03177(W)   ADJUSTED
 JU2855* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 JU2855  ______________________________________________________________________
 JU2855  GEOID HEIGHT    -        -34.370 (meters)                     GEOID18
 JU2855  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2855.GEOID18 height accuracy estimate available here.
 JU2855
 JU2855.Click photographs - Photos may exist for this station.
 JU2855
 JU2855.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2855
 JU2855. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3653054101(NAD 83)
 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
 JU2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2855.See file dsdata.pdf to determine how the superseded data were derived.
 JU2855
 JU2855_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2855_STAMPING: MARSHALL 1935 1975
 JU2855_MARK LOGO: NGS
 JU2855_PROJECTION: RECESSED 30 CENTIMETERS
 JU2855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2855+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV5431 ***********************************************************************
 KV5431  DESIGNATION -  MARTINS LANDING NJ GAS HOLDER
 KV5431  PID         -  KV5431
 KV5431  STATE/COUNTY-  NJ/MIDDLESEX
 KV5431  COUNTRY     -  US
 KV5431  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5431
 KV5431                         *CURRENT SURVEY CONTROL
 KV5431  ______________________________________________________________________
 KV5431* NAD 83(1996) POSITION- 40 29 56.37442(N) 074 26 30.39696(W)   ADJUSTED
 KV5431  ______________________________________________________________________
 KV5431  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 KV5431  LAPLACE CORR    -          5.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5431.GEOID18 height accuracy estimate available here.
 KV5431
 KV5431.Click photographs - Photos may exist for this station.
 KV5431
 KV5431.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5431
 KV5431. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4730183292(NAD 83)
 KV5431
 KV5431                          SUPERSEDED SURVEY CONTROL
 KV5431
 KV5431  NAD 83(1996)-  40 29 56.37425(N)    074 26 30.39830(W) AD(       ) 3
 KV5431  NAD 83(1986)-  40 29 56.37646(N)    074 26 30.40024(W) AD(       ) 3
 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
 KV5431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5431.See file dsdata.pdf to determine how the superseded data were derived.
 KV5431
 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 = JULY 24, 2026 22:12:30 EDT
 KV4913 ***********************************************************************
 KV4913  DESIGNATION -  MASON 1940
 KV4913  PID         -  KV4913
 KV4913  STATE/COUNTY-  NJ/MONMOUTH
 KV4913  COUNTRY     -  US
 KV4913  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4913
 KV4913                         *CURRENT SURVEY CONTROL
 KV4913  ______________________________________________________________________
 KV4913* NAD 83(1996) POSITION- 40 27 41.15136(N) 074 00 02.37653(W)   ADJUSTED
 KV4913* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4913  ______________________________________________________________________
 KV4913  GEOID HEIGHT    -        -32.461 (meters)                     GEOID18
 KV4913  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4913.GEOID18 height accuracy estimate available here.
 KV4913
 KV4913.Click photographs - Photos may exist for this station.
 KV4913
 KV4913.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4913
 KV4913. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000452  x   0.99992207  =   0.99992659
 KV4913!UTM  18      -   1.00000452  x   0.99968836  =   0.99969287
 KV4913
 KV4913:                Primary Azimuth Mark                     Grid Az
 KV4913:SPC NJ       -  SIMPSON                                  318 28 11.4
 KV4913:UTM  18      -  SIMPSON                                  318 08 43.2
 KV4913
 KV4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8472779453(NAD 83)
 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
 KV4913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4913.See file dsdata.pdf to determine how the superseded data were derived.
 KV4913
 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 = JULY 24, 2026 22:12:30 EDT
 KV5632 ***********************************************************************
 KV5632  DESIGNATION -  MASONIC HOME STACK
 KV5632  PID         -  KV5632
 KV5632  STATE/COUNTY-  NJ/BURLINGTON
 KV5632  COUNTRY     -  US
 KV5632  USGS QUAD   -  BRISTOL (2019)
 KV5632
 KV5632                         *CURRENT SURVEY CONTROL
 KV5632  ______________________________________________________________________
 KV5632* NAD 83(1996) POSITION- 40 03 41.15724(N) 074 49 39.86800(W)   ADJUSTED
 KV5632  ______________________________________________________________________
 KV5632  GEOID HEIGHT    -        -32.773 (meters)                     GEOID18
 KV5632  LAPLACE CORR    -          2.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5632.GEOID18 height accuracy estimate available here.
 KV5632
 KV5632.Click photographs - Photos may exist for this station.
 KV5632
 KV5632.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5632
 KV5632. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1469034589(NAD 83)
 KV5632
 KV5632                          SUPERSEDED SURVEY CONTROL
 KV5632
 KV5632  NAD 83(1986)-  40 03 41.15503(N)    074 49 39.86868(W) AD(       ) 3
 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
 KV5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5632.See file dsdata.pdf to determine how the superseded data were derived.
 KV5632
 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 = JULY 24, 2026 22:12:30 EDT
 KV5634 ***********************************************************************
 KV5634  DESIGNATION -  MASONIC HOME WATER TANK
 KV5634  PID         -  KV5634
 KV5634  STATE/COUNTY-  NJ/BURLINGTON
 KV5634  COUNTRY     -  US
 KV5634  USGS QUAD   -  BRISTOL (2019)
 KV5634
 KV5634                         *CURRENT SURVEY CONTROL
 KV5634  ______________________________________________________________________
 KV5634* NAD 83(1996) POSITION- 40 03 40.22448(N) 074 49 35.61140(W)   ADJUSTED
 KV5634  ______________________________________________________________________
 KV5634  GEOID HEIGHT    -        -32.771 (meters)                     GEOID18
 KV5634  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5634.GEOID18 height accuracy estimate available here.
 KV5634
 KV5634.Click photographs - Photos may exist for this station.
 KV5634
 KV5634.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5634
 KV5634. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1479134561(NAD 83)
 KV5634
 KV5634                          SUPERSEDED SURVEY CONTROL
 KV5634
 KV5634  NAD 83(1986)-  40 03 40.22221(N)    074 49 35.61201(W) AD(       ) 3
 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
 KV5634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5634.See file dsdata.pdf to determine how the superseded data were derived.
 KV5634
 KV5634_MARKER: 53 = ELEVATED 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 = JULY 24, 2026 22:12:30 EDT
 KV5894 ***********************************************************************
 KV5894  DESIGNATION -  MATAWAN PRIMARY PAIR 1
 KV5894  PID         -  KV5894
 KV5894  STATE/COUNTY-  NJ/MONMOUTH
 KV5894  COUNTRY     -  US
 KV5894  USGS QUAD   -  FREEHOLD (2019)
 KV5894
 KV5894                         *CURRENT SURVEY CONTROL
 KV5894  ______________________________________________________________________
 KV5894* NAD 83(2011) POSITION- 40 21 56.42344(N) 074 15 24.32465(W)   ADJUSTED
 KV5894* NAD 83(2011) ELLIP HT-    -2.923 (meters)        (06/27/12)   ADJUSTED
 KV5894* NAD 83(2011) EPOCH   -  2010.00
 KV5894* NAVD 88 ORTHO HEIGHT -    29.5   (meters)       97.    (feet) GPS OBS
 KV5894  ______________________________________________________________________
 KV5894  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5894  GEOID HEIGHT    -        -32.650 (meters)                     GEOID93
 KV5894  GEOID HEIGHT    -        -32.363 (meters)                     GEOID18
 KV5894  NAD 83(2011) X  -  1,320,414.417 (meters)                     COMP
 KV5894  NAD 83(2011) Y  - -4,683,950.658 (meters)                     COMP
 KV5894  NAD 83(2011) Z  -  4,109,004.399 (meters)                     COMP
 KV5894  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 KV5894
 KV5894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5894  Standards:
 KV5894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5894  -------------------------------------------------------------------
 KV5894  NETWORK    0.38   0.63           0.16   0.15   0.32      0.04993836
 KV5894  -------------------------------------------------------------------
 KV5894  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5894
 KV5894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5894.been affixed to the stable North American tectonic plate. See 
 KV5894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5894
 KV5894.The horizontal coordinates are valid at the epoch date displayed above
 KV5894.which is a decimal equivalence of Year/Month/Day.
 KV5894
 KV5894.The orthometric height was determined by GPS observations and a
 KV5894.high-resolution geoid model.
 KV5894
 KV5894.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5894.GEOID18 height accuracy estimate available here.
 KV5894
 KV5894.Click photographs - Photos may exist for this station.
 KV5894
 KV5894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5894
 KV5894.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5894
 KV5894.The ellipsoidal height was determined by GPS observations
 KV5894.and is referenced to NAD 83.
 KV5894
 KV5894. The following values were computed from the NAD 83(2011) position.
 KV5894
 KV5894;                    North         East     Units Scale Factor Converg.
 KV5894;SPC NJ       -   170,142.421   170,658.192   MT  0.99990525   +0 09 27.1
 KV5894;SPC NJ       -   558,208.93    559,901.08   sFT  0.99990525   +0 09 27.1
 KV5894;UTM  18      - 4,468,609.741   563,103.588   MT  0.99964902   +0 28 53.0
 KV5894
 KV5894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5894!SPC NJ       -   1.00000046  x   0.99990525  =   0.99990571
 KV5894!UTM  18      -   1.00000046  x   0.99964902  =   0.99964948
 KV5894
 KV5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6310368609(NAD 83)
 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  NAD 83(2007)-  40 21 56.42384(N)    074 15 24.32517(W) AD(2002.00) 0
 KV5894  ELLIP H (02/10/07)   -2.911  (m)                       GP(2002.00)    
 KV5894  ELLIP H (10/23/02)   -2.904  (m)                       GP(       ) 4 1
 KV5894  NAD 83(1996)-  40 21 56.42392(N)    074 15 24.32542(W) AD(       ) 1
 KV5894  ELLIP H (05/14/99)   -2.908  (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)   -2.972  (m)                       GP(       ) 3 1
 KV5894  ELLIP H (01/27/92)   -2.761  (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)  RAPSU86  model used  GPS OBS        
 KV5894
 KV5894.Superseded values are not recommended for survey control.
 KV5894
 KV5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5894.See file dsdata.pdf to determine how the superseded data were derived.
 KV5894
 KV5894_MARKER: F = FLANGE-ENCASED ROD
 KV5894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5894_STAMPING: MATAWAN PP1 1987
 KV5894_MARK LOGO: NGS
 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 - July 29, 2021
 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  HISTORY     - 20060130 GOOD             BANC
 KV5894  HISTORY     - 20210729 GOOD             NJGS
 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.
 KV5894
 KV5894                          STATION RECOVERY (2006)
 KV5894
 KV5894'RECOVERY NOTE BY BANC 3 2006 (SC)
 KV5894'RECOVERED IN GOOD CONDITION.
 KV5894
 KV5894                          STATION RECOVERY (2021)
 KV5894
 KV5894'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV5894'THE MARK IS LOCATED IN MARLBORO TOWNSHIP, ON THE GROUNDS OF THE
 KV5894'WICKATUNK RECREATION AREA (FORMERLY MARLBORO AIRPORT) ABOUT 7.3 MI
 KV5894'(11.7 KM) NORTH OF FREEHOLD, 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF
 KV5894'KEYPORT AND 3.5 MI (5.6 KM) NORTH OF MARLBORO.
 KV5894'
 KV5894'TO REACH THE STATION FROM STATE ROUTE 18 AND STATE ROUTE 79
 KV5894'INTERCHANGE, GO 4.10 MI (6.60 KM) NORTH ON STATE ROUTE 79 TO AN
 KV5894'UNNAMED ROAD ON THE LEFT JUST PAST CONOVER ROAD, GO 0.15 MI (0.24 KM)
 KV5894'WEST ON PAVED ROAD, CROSS OVER HENRY HUDSON TRAIL TO PARKING LOT, PARK
 KV5894'AND PACK NORTH TO ABANDONED AIRPORT RUNWAY, GO 0.32 MI (0.51 KM) WEST
 KV5894'ON TAXIWAY TO STATION ON THE LEFT.
 KV5894'
 KV5894'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY THREE DIMENSIONAL
 KV5894'MARK. THE LOGO FLANGE WITH AN ACCESS COVER, 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). THE STATION
 KV5894'IS 1756.3 FT (535.3 M) WEST OF PARK BENCH AT EAST END OF RUNWAY,
 KV5894'1231.7 FT (375.4 M) WEST OF MATAWAN PRIMARY PAIR 2, 129.6 FT (39.5 M)
 KV5894'SOUTH OF CENTER OF RUNWAY, 31 FT (9.4 M) SOUTH OF CENTER OF TAXIWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5895 ***********************************************************************
 KV5895  DESIGNATION -  MATAWAN PRIMARY PAIR 2
 KV5895  PID         -  KV5895
 KV5895  STATE/COUNTY-  NJ/MONMOUTH
 KV5895  COUNTRY     -  US
 KV5895  USGS QUAD   -  FREEHOLD (2019)
 KV5895
 KV5895                         *CURRENT SURVEY CONTROL
 KV5895  ______________________________________________________________________
 KV5895* NAD 83(2011) POSITION- 40 21 57.90933(N) 074 15 08.64043(W)   ADJUSTED
 KV5895* NAD 83(2011) ELLIP HT-     1.578 (meters)        (06/27/12)   ADJUSTED
 KV5895* NAD 83(2011) EPOCH   -  2010.00
 KV5895* NAVD 88 ORTHO HEIGHT -    34.0   (meters)      112.    (feet) GPS OBS
 KV5895  ______________________________________________________________________
 KV5895  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5895  GEOID HEIGHT    -        -32.650 (meters)                     GEOID93
 KV5895  GEOID HEIGHT    -        -32.359 (meters)                     GEOID18
 KV5895  NAD 83(2011) X  -  1,320,763.452 (meters)                     COMP
 KV5895  NAD 83(2011) Y  - -4,683,824.972 (meters)                     COMP
 KV5895  NAD 83(2011) Z  -  4,109,042.235 (meters)                     COMP
 KV5895  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 KV5895
 KV5895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5895  Standards:
 KV5895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5895  -------------------------------------------------------------------
 KV5895  NETWORK    0.43   0.69           0.18   0.17   0.35      0.05499359
 KV5895  -------------------------------------------------------------------
 KV5895  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5895
 KV5895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5895.been affixed to the stable North American tectonic plate. See 
 KV5895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5895
 KV5895.The horizontal coordinates are valid at the epoch date displayed above
 KV5895.which is a decimal equivalence of Year/Month/Day.
 KV5895
 KV5895.The orthometric height was determined by GPS observations and a
 KV5895.high-resolution geoid model.
 KV5895
 KV5895.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5895.GEOID18 height accuracy estimate available here.
 KV5895
 KV5895.Click photographs - Photos may exist for this station.
 KV5895
 KV5895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5895
 KV5895.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5895
 KV5895.The ellipsoidal height was determined by GPS observations
 KV5895.and is referenced to NAD 83.
 KV5895
 KV5895. The following values were computed from the NAD 83(2011) position.
 KV5895
 KV5895;                    North         East     Units Scale Factor Converg.
 KV5895;SPC NJ       -   170,189.275   171,028.073   MT  0.99990544   +0 09 37.3
 KV5895;SPC NJ       -   558,362.65    561,114.60   sFT  0.99990544   +0 09 37.3
 KV5895;UTM  18      - 4,468,658.672   563,473.103   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6347368658(NAD 83)
 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  NAD 83(2007)-  40 21 57.90972(N)    074 15 08.64095(W) AD(2002.00) 0
 KV5895  ELLIP H (02/10/07)    1.590  (m)                       GP(2002.00)    
 KV5895  ELLIP H (10/23/02)    1.597  (m)                       GP(       ) 4 1
 KV5895  NAD 83(1996)-  40 21 57.90981(N)    074 15 08.64119(W) AD(       ) 1
 KV5895  ELLIP H (05/14/99)    1.594  (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)    1.528  (m)                       GP(       ) 3 1
 KV5895  ELLIP H (01/27/92)    1.715  (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)  RAPSU86  model used  GPS OBS        
 KV5895
 KV5895.Superseded values are not recommended for survey control.
 KV5895
 KV5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5895.See file dsdata.pdf to determine how the superseded data were derived.
 KV5895
 KV5895_MARKER: F = FLANGE-ENCASED ROD
 KV5895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5895_STAMPING: MATAWAN PP 2 1987
 KV5895_MARK LOGO: AEROS
 KV5895_PROJECTION: RECESSED 10 CENTIMETERS
 KV5895_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5895+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2021
 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  HISTORY     - 20060130 GOOD             BANC
 KV5895  HISTORY     - 20210607 GOOD             NJGS
 KV5895  HISTORY     - 20210722 GOOD             NJGS
 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.
 KV5895
 KV5895                          STATION RECOVERY (2006)
 KV5895
 KV5895'RECOVERY NOTE BY BANC 3 2006 (SC)
 KV5895'RECOVERED IN GOOD CONDITION.
 KV5895
 KV5895                          STATION RECOVERY (2021)
 KV5895
 KV5895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV5895'RECOVERED AS DESCRIBED WITH CHANGES.  THE MARLBORO AIRPORT AIR STRIP
 KV5895'IS NON-OPERATIONAL.  THE AIR STRIP IS PART OF WICKATUNK RECREATION
 KV5895'AREA.
 KV5895'
 KV5895'TO REACH STATION GO NORTH ON HIGHWAY 79 FOR 2.34 MI (3.77 KM) FROM THE
 KV5895'INTERSECTION WITH NEWMAN SPRINGS ROAD ( RIGHT 520) TO AN ONMARKED ROAD
 KV5895'ON THE LEFT WHICH IS JUST PAST CONOVER ROAD ON THE RIGHT FOLLOW
 KV5895'ONMARKED ROAD WEST FOR 0.16 MI (0.26 KM) CROSS OVER HENRY HUDSON TRAIL
 KV5895'TO PARKING LOT ON THE RIGHT.  PARK VEHICLE AND WALK TO THE AIR STRIP
 KV5895'JUST NORTH OF PARKING LOT.
 KV5895
 KV5895                          STATION RECOVERY (2021)
 KV5895
 KV5895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV5895'THE MARK IS LOCATED IN MARLBORO TOWNSHIP, ON THE GROUNDS OF THE
 KV5895'WICKATUNK RECREATION AREA (FORMERLY MARLBORO AIRPORT) ABOUT 7.3 MI
 KV5895'(11.7 KM) NORTH OF FREEHOLD, 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF
 KV5895'KEYPORT AND 3.5 MI (5.6 KM) NORTH OF MARLBORO.
 KV5895'
 KV5895'TO REACH THE STATION FROM STATE ROUTE 18 AND STATE ROUTE 79
 KV5895'INTERCHANGE, GO 4.10 MI (6.60 KM) NORTH ON STATE ROUTE 79 TO AN
 KV5895'UNNAMED ROAD ON THE LEFT JUST PAST CONOVER ROAD, GO 0.15 MI (0.24 KM)
 KV5895'WEST ON PAVED ROAD, CROSS OVER HENRY HUDSON TRAIL TO PARKING LOT, PARK
 KV5895'AND PACK NORTH TO ABANDONED AIRPORT RUNWAY, GO 0.10 MI (0.16 KM) WEST
 KV5895'ON TAXIWAY TO STATION ON THE LEFT.
 KV5895'
 KV5895'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY THREE DIMENSIONAL
 KV5895'MARK.  THE LOGO FLANGE WITH AN ACCESS COVER, 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).  THE
 KV5895'STATION IS 534.1 FT (162.8 M) WEST OF PARK BENCH AT EAST END OF
 KV5895'RUNWAY, 1231.7 FT (375.4 M) EAST OF MATAWAN PRIMARY PAIR 1, 135.7 FT
 KV5895'(41.4 M) SOUTH OF CENTER OF RUNWAY, 35 FT (10.7 M) SOUTH OF CENTER OF
 KV5895'TAXIWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2698 ***********************************************************************
 JU2698  DESIGNATION -  MATHIS
 JU2698  PID         -  JU2698
 JU2698  STATE/COUNTY-  NJ/OCEAN
 JU2698  COUNTRY     -  US
 JU2698  USGS QUAD   -  WEST CREEK (2019)
 JU2698
 JU2698                         *CURRENT SURVEY CONTROL
 JU2698  ______________________________________________________________________
 JU2698* NAD 83(2011) POSITION- 39 39 33.85498(N) 074 20 49.79299(W)   ADJUSTED
 JU2698* NAD 83(2011) ELLIP HT-    -8.062 (meters)        (06/27/12)   ADJUSTED
 JU2698* NAD 83(2011) EPOCH   -  2010.00
 JU2698* NAVD 88 ORTHO HEIGHT -    25.3   (meters)       83.    (feet) GPS OBS
 JU2698  ______________________________________________________________________
 JU2698  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2698  GEOID HEIGHT    -        -33.245 (meters)                     GEOID18
 JU2698  NAD 83(2011) X  -  1,326,624.690 (meters)                     COMP
 JU2698  NAD 83(2011) Y  - -4,734,575.162 (meters)                     COMP
 JU2698  NAD 83(2011) Z  -  4,048,938.983 (meters)                     COMP
 JU2698  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 JU2698
 JU2698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2698  Standards:
 JU2698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2698  -------------------------------------------------------------------
 JU2698  NETWORK    0.75   0.98           0.34   0.26   0.50     -0.16876188
 JU2698  -------------------------------------------------------------------
 JU2698  Click here for local accuracies and other accuracy information.
 JU2698
 JU2698.The horizontal coordinates were established by GPS observations
 JU2698.and adjusted by the National Geodetic Survey in June 2012.
 JU2698
 JU2698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2698.been affixed to the stable North American tectonic plate. See 
 JU2698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2698
 JU2698.The horizontal coordinates are valid at the epoch date displayed above
 JU2698.which is a decimal equivalence of Year/Month/Day.
 JU2698
 JU2698.The orthometric height was determined by GPS observations and a
 JU2698.high-resolution geoid model.
 JU2698
 JU2698.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2698.GEOID18 height accuracy estimate available here.
 JU2698
 JU2698.Click photographs - Photos may exist for this station.
 JU2698
 JU2698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2698
 JU2698.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2698
 JU2698.The ellipsoidal height was determined by GPS observations
 JU2698.and is referenced to NAD 83.
 JU2698
 JU2698. The following values were computed from the NAD 83(2011) position.
 JU2698
 JU2698;                    North         East     Units Scale Factor Converg.
 JU2698;SPC NJ       -    91,712.533   163,114.497   MT  0.99990212   +0 05 51.2
 JU2698;SPC NJ       -   300,893.54    535,151.48   sFT  0.99990212   +0 05 51.2
 JU2698;UTM  18      - 4,390,159.153   556,001.928   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:                Primary Azimuth Mark                     Grid Az
 JU2698:SPC NJ       -  MATHIS RM 3 AZIMUTH                      339 37 02.4
 JU2698:UTM  18      -  MATHIS RM 3 AZIMUTH                      339 17 53.6
 JU2698
 JU2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5600190159(NAD 83)
 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 1070418.4 |
 JU2698| JU2699 WEST CREEK RADIO STA WSC MAST       APPROX. 5.3 KM 1144301.4 |
 JU2698| JU2671 LONG BEACH WATER WKS STANDPIPE      APPROX.13.3 KM 1273301.8 |
 JU2698| JU2700 WEST CREEK FIRST METH CH SPIRE      APPROX. 4.3 KM 1310424.5 |
 JU2698| JU4456 TUCKERTON                           APPROX. 0.6 KM 1580436.9 |
 JU2698| JU2714 STORY ISLAND STACK                  APPROX.13.4 KM 1633227.5 |
 JU2698| JU2708 TUCKERTON MUNICIPAL TANK            APPROX. 6.3 KM 1732308.1 |
 JU2698| JU2713 MYSTIC ISLANDS MUN STANDPIPE        APPROX. 9.6 KM 1903951.5 |
 JU2698| CB2250 MATHIS RM 2                          20.054 METERS 22754     |
 JU2698| JU2746 WARREN GROVE FAA RADIO TOWER        APPROX.10.6 KM 3393636.4 |
 JU2698| CB2251 MATHIS RM 3 AZIMUTH                                3394253.6 |
 JU2698|---------------------------------------------------------------------|
 JU2698
 JU2698                          SUPERSEDED SURVEY CONTROL
 JU2698
 JU2698  NAD 83(2007)-  39 39 33.85567(N)    074 20 49.79369(W) AD(2002.00) 0
 JU2698  ELLIP H (02/10/07)   -8.052  (m)                       GP(2002.00)    
 JU2698  ELLIP H (10/23/02)   -8.033  (m)                       GP(       ) 4 1
 JU2698  NAD 83(1996)-  39 39 33.85531(N)    074 20 49.79375(W) AD(       ) 1
 JU2698  ELLIP H (05/14/99)   -8.053  (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)   -8.089  (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)   -8.044  (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
 JU2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2698.See file dsdata.pdf to determine how the superseded data were derived.
 JU2698
 JU2698_MARKER: DZ = AZIMUTH MARK DISK
 JU2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - September 28, 2008
 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  HISTORY     - 20080928 GOOD             GEOCAC
 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.
 JU2698
 JU2698                          STATION RECOVERY (2008)
 JU2698
 JU2698'RECOVERY NOTE BY GEOCACHING 2008 (GJT)
 JU2698'RRECOVERED AS DESCRIBED. REFERENCE MARK 3 IS LOCATED AT
 JU2698'39 40 07.8 (N)  074 21 05.9 (W)
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3363 ***********************************************************************
 JU3363  DESIGNATION -  MATTS
 JU3363  PID         -  JU3363
 JU3363  STATE/COUNTY-  NJ/CUMBERLAND
 JU3363  COUNTRY     -  US
 JU3363  USGS QUAD   -  PORT NORRIS (2019)
 JU3363
 JU3363                         *CURRENT SURVEY CONTROL
 JU3363  ______________________________________________________________________
 JU3363* NAD 83(1996) POSITION- 39 14 00.54750(N) 075 00 37.94135(W)   ADJUSTED
 JU3363* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3363  ______________________________________________________________________
 JU3363  GEOID HEIGHT    -        -34.490 (meters)                     GEOID18
 JU3363  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3363.GEOID18 height accuracy estimate available here.
 JU3363
 JU3363.Click photographs - Photos may exist for this station.
 JU3363
 JU3363.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3363
 JU3363. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000531  x   0.99960001  =   0.99960532
 JU3363
 JU3363:                Primary Azimuth Mark                     Grid Az
 JU3363:SPC NJ       -  SQUARE BRICK SMOKESTACK                  023 34 31.6
 JU3363:UTM  18      -  SQUARE BRICK SMOKESTACK                  023 15 33.1
 JU3363
 JU3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9909042687(NAD 83)
 JU3363
 JU3363|---------------------------------------------------------------------|
 JU3363| PID    Reference Object                     Distance      Geod. Az  |
 JU3363|                                                           dddmmss.s |
 JU3363| JU3364 SQUARE BRICK SMOKESTACK             APPROX. 1.4 KM 0231509.1 |
 JU3363| CB2253 MATTS RM 1                           29.111 METERS 10434     |
 JU3363| CB2252 MATTS AZ MK                                        1120352.8 |
 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
 JU3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3363.See file dsdata.pdf to determine how the superseded data were derived.
 JU3363
 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 = JULY 24, 2026 22:12:30 EDT
 JU2979 ***********************************************************************
 JU2979  DESIGNATION -  MAURICETOWN CHURCH STEEPLE
 JU2979  PID         -  JU2979
 JU2979  STATE/COUNTY-  NJ/CUMBERLAND
 JU2979  COUNTRY     -  US
 JU2979  USGS QUAD   -  PORT ELIZABETH (2019)
 JU2979
 JU2979                         *CURRENT SURVEY CONTROL
 JU2979  ______________________________________________________________________
 JU2979* NAD 83(1996) POSITION- 39 17 05.12006(N) 074 59 40.47602(W)   ADJUSTED
 JU2979  ______________________________________________________________________
 JU2979  GEOID HEIGHT    -        -34.298 (meters)                     GEOID18
 JU2979  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2979.GEOID18 height accuracy estimate available here.
 JU2979
 JU2979.Click photographs - Photos may exist for this station.
 JU2979
 JU2979.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2979
 JU2979. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,348,377.003   500,467.727   MT  0.99960000   +0 00 12.4
 JU2979
 JU2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0046748377(NAD 83)
 JU2979
 JU2979                          SUPERSEDED SURVEY CONTROL
 JU2979
 JU2979  NAD 83(1991)-  39 17 05.10987(N)    074 59 40.47730(W) AD(       ) 3
 JU2979  NAD 83(1986)-  39 17 05.10351(N)    074 59 40.47948(W) AD(       ) 3
 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
 JU2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2979.See file dsdata.pdf to determine how the superseded data were derived.
 JU2979
 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 = JULY 24, 2026 22:12:30 EDT
 KV5440 ***********************************************************************
 KV5440  DESIGNATION -  MAX
 KV5440  PID         -  KV5440
 KV5440  STATE/COUNTY-  NJ/MIDDLESEX
 KV5440  COUNTRY     -  US
 KV5440  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5440
 KV5440                         *CURRENT SURVEY CONTROL
 KV5440  ______________________________________________________________________
 KV5440* NAD 83(1996) POSITION- 40 27 32.01022(N) 074 23 32.64209(W)   ADJUSTED
 KV5440* NAVD 88 ORTHO HEIGHT -    32.7   (meters)      107.    (feet) VERTCON3
 KV5440  ______________________________________________________________________
 KV5440  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 KV5440  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5440.GEOID18 height accuracy estimate available here.
 KV5440
 KV5440.Click photographs - Photos may exist for this station.
 KV5440
 KV5440.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5440
 KV5440. The following values were computed from the NAD 83(1996) position.
 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 RIVER BEACON 7                   055 46 01.9
 KV5440:UTM  18      -  RARITAN RIVER BEACON 7                   055 26 33.9
 KV5440
 KV5440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5151578868(NAD 83)
 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                             20.801 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)  RAPSU86  model used  GPS OBS        
 KV5440
 KV5440.Superseded values are not recommended for survey control.
 KV5440
 KV5440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5440.See file dsdata.pdf to determine how the superseded data were derived.
 KV5440
 KV5440_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5440_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV5851 ***********************************************************************
 KV5851  DESIGNATION -  MAX RM 1
 KV5851  PID         -  KV5851
 KV5851  STATE/COUNTY-  NJ/MIDDLESEX
 KV5851  COUNTRY     -  US
 KV5851  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5851
 KV5851                         *CURRENT SURVEY CONTROL
 KV5851  ______________________________________________________________________
 KV5851* NAD 83(2011) POSITION- 40 27 32.14587(N) 074 23 31.77700(W)   ADJUSTED
 KV5851* NAD 83(2011) ELLIP HT-     0.300 (meters)        (06/27/12)   ADJUSTED
 KV5851* NAD 83(2011) EPOCH   -  2010.00
 KV5851* NAVD 88 ORTHO HEIGHT -    33.08  (+/-2cm)      108.5   (feet) VERTCON3
 KV5851  ______________________________________________________________________
 KV5851  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 KV5851  NAD 83(2011) X  -  1,307,535.914 (meters)                     COMP
 KV5851  NAD 83(2011) Y  - -4,680,594.696 (meters)                     COMP
 KV5851  NAD 83(2011) Z  -  4,116,891.087 (meters)                     COMP
 KV5851  LAPLACE CORR    -          5.24  (seconds)                    DEFLEC18
 KV5851  VERT ORDER      -  THIRD ? (See Below)
 KV5851
 KV5851  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5851  Standards:
 KV5851         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5851            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5851  -------------------------------------------------------------------
 KV5851  NETWORK    5.31   3.90           2.12   1.97   1.99      0.63484169
 KV5851  -------------------------------------------------------------------
 KV5851  Click here for local accuracies and other accuracy information.
 KV5851
 KV5851.The horizontal coordinates were established by GPS observations
 KV5851.and adjusted by the National Geodetic Survey in June 2012.
 KV5851
 KV5851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5851.been affixed to the stable North American tectonic plate. See 
 KV5851.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5851
 KV5851.The horizontal coordinates are valid at the epoch date displayed above
 KV5851.which is a decimal equivalence of Year/Month/Day.
 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
 KV5851.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5851.GEOID18 height accuracy estimate available here.
 KV5851
 KV5851.The vertical order pertains to the NGVD 29 superseded value.
 KV5851
 KV5851.Click photographs - Photos may exist for this station.
 KV5851
 KV5851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5851
 KV5851.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5851
 KV5851.The ellipsoidal height was determined by GPS observations
 KV5851.and is referenced to NAD 83.
 KV5851
 KV5851. The following values were computed from the NAD 83(2011) position.
 KV5851
 KV5851;                    North         East     Units Scale Factor Converg.
 KV5851;SPC NJ       -   180,473.981   159,145.991   MT  0.99990103   +0 04 11.9
 KV5851;SPC NJ       -   592,105.05    522,131.47   sFT  0.99990103   +0 04 11.9
 KV5851;UTM  18      - 4,478,873.312   551,536.155   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5153678873(NAD 83)
 KV5851
 KV5851                          SUPERSEDED SURVEY CONTROL
 KV5851
 KV5851  NAD 83(2007)-  40 27 32.14620(N)    074 23 31.77761(W) AD(2002.00) 0
 KV5851  ELLIP H (02/10/07)    0.311  (m)                       GP(2002.00)    
 KV5851  ELLIP H (10/23/02)    0.313  (m)                       GP(       ) 4 1
 KV5851  NAD 83(1996)-  40 27 32.14648(N)    074 23 31.77782(W) AD(       ) 1
 KV5851  ELLIP H (05/14/99)    0.317  (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              33.38   (m)          109.5    (f) LEVELING    3  
 KV5851
 KV5851.Superseded values are not recommended for survey control.
 KV5851
 KV5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5851.See file dsdata.pdf to determine how the superseded data were derived.
 KV5851
 KV5851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5851_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0437 ***********************************************************************
 JU0437  DESIGNATION -  MAY
 JU0437  PID         -  JU0437
 JU0437  STATE/COUNTY-  NJ/CAPE MAY
 JU0437  COUNTRY     -  US
 JU0437  USGS QUAD   -  STONE HARBOR (2019)
 JU0437
 JU0437                         *CURRENT SURVEY CONTROL
 JU0437  ______________________________________________________________________
 JU0437* NAD 83(2011) POSITION- 39 04 43.19748(N) 074 48 13.91711(W)   ADJUSTED
 JU0437* NAD 83(2011) ELLIP HT-   -34.218 (meters)        (06/27/12)   ADJUSTED
 JU0437* NAD 83(2011) EPOCH   -  2010.00
 JU0437* NAVD 88 ORTHO HEIGHT -     0.999 (meters)        3.28  (feet) ADJUSTED
 JU0437  ______________________________________________________________________
 JU0437  GEOID HEIGHT    -        -35.214 (meters)                     GEOID18
 JU0437  NAD 83(2011) X  -  1,299,558.733 (meters)                     COMP
 JU0437  NAD 83(2011) Y  - -4,784,446.604 (meters)                     COMP
 JU0437  NAD 83(2011) Z  -  3,999,078.647 (meters)                     COMP
 JU0437  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 JU0437  DYNAMIC HEIGHT  -          0.998 (meters)        3.27  (feet) COMP
 JU0437  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 JU0437
 JU0437  VERT ORDER      -  FIRST     CLASS II
 JU0437
 JU0437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0437  Standards:
 JU0437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0437  -------------------------------------------------------------------
 JU0437  NETWORK    1.09   1.78           0.49   0.39   0.91     -0.11497727
 JU0437  -------------------------------------------------------------------
 JU0437  Click here for local accuracies and other accuracy information.
 JU0437
 JU0437.The horizontal coordinates were established by GPS observations
 JU0437.and adjusted by the National Geodetic Survey in June 2012.
 JU0437
 JU0437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0437.been affixed to the stable North American tectonic plate. See 
 JU0437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0437
 JU0437.The horizontal coordinates are valid at the epoch date displayed above
 JU0437.which is a decimal equivalence of Year/Month/Day.
 JU0437
 JU0437.The orthometric height was determined by differential leveling and
 JU0437.adjusted by the NATIONAL GEODETIC SURVEY
 JU0437.in March 2001.
 JU0437
 JU0437.No vertical observational check was made to the station.
 JU0437
 JU0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0437.GEOID18 height accuracy estimate available here.
 JU0437
 JU0437.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU0437
 JU0437.The ellipsoidal height was determined by GPS observations
 JU0437.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0437
 JU0437;                    North         East     Units Scale Factor Converg.
 JU0437;SPC NJ       -    27,276.740   123,708.969   MT  0.99990851   -0 11 29.6
 JU0437;SPC NJ       -    89,490.44    405,868.51   sFT  0.99990851   -0 11 29.6
 JU0437;UTM  18      - 4,325,524.593   516,964.783   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  =   0.99960891
 JU0437
 JU0437:                Primary Azimuth Mark                     Grid Az
 JU0437:SPC NJ       -  ATLANTIC CITY S CONSOLAN TOWER           033 30 51.7
 JU0437:UTM  18      -  ATLANTIC CITY S CONSOLAN TOWER           033 11 57.0
 JU0437
 JU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1696425524(NAD 83)
 JU0437
 JU0437|---------------------------------------------------------------------|
 JU0437| PID    Reference Object                     Distance      Geod. Az  |
 JU0437|                                                           dddmmss.s |
 JU0437| JU2942 ATLANTIC CITY S CONSOLAN TOWER      APPROX. 6.1 KM 0331922.1 |
 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  NAD 83(2007)-  39 04 43.19765(N)    074 48 13.91831(W) AD(2002.00) 0
 JU0437  ELLIP H (02/10/07)  -34.216  (m)                       GP(2002.00)    
 JU0437  ELLIP H (10/23/02)  -34.195  (m)                       GP(       ) 4 1
 JU0437  NAD 83(1996)-  39 04 43.19759(N)    074 48 13.91811(W) AD(       ) 1
 JU0437  ELLIP H (05/14/99)  -34.212  (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)  -34.302  (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               1.01   (m)            3.3    (f) LEVELING    3  
 JU0437  NAVD 88 (06/15/91)    1.012  (m)            3.32   (f) SUPERSEDED  1 2
 JU0437  NGVD 29 (04/16/92)    1.411  (m)            4.63   (f) ADJUSTED    1 2
 JU0437  NGVD 29 (01/10/92)    1.411  (m)            4.63   (f) SUPERSEDED  1 2
 JU0437  NGVD 29 (??/??/87)    1.450  (m)            4.76   (f) SUPERSEDED  1 2
 JU0437
 JU0437.Superseded values are not recommended for survey control.
 JU0437
 JU0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0437.See file dsdata.pdf to determine how the superseded data were derived.
 JU0437
 JU0437_MARKER: DS = TRIANGULATION STATION DISK
 JU0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0437_STAMPING: MAY 1936
 JU0437_MARK LOGO: CGS
 JU0437_PROJECTION: PROJECTING 15 CENTIMETERS
 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 - February 24, 2021
 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  HISTORY     - 20190903 SEE DESCRIPTION  PROFLN
 JU0437  HISTORY     - 20210224 GOOD             PROFLN
 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.
 JU0437
 JU0437                          STATION RECOVERY (2019)
 JU0437
 JU0437'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2019 (JRO)
 JU0437'RECOVERED ONLY REFERENCE MARK 3 ON THIS DATE.  LEFT STATION AND
 JU0437'REFERENCE MARK 2 FOR A COOLER DAY IN THE PHRAGMITES.  PLACED A UTILITY
 JU0437'VALVE BOX OVER REFERENCE MARK 3 TO MAKE IT EASIER TO FIND AND ACCESS.
 JU0437'REFERENCE MARK 3 IS 174 FT (53.0 M) SOUTHEAST OF POLE
 JU0437'69581 19066 W9014, 169 FT (51.5 M) NORTHWEST OF THE FIRST HIGH-TENSION
 JU0437'TOWER SE OF HOUSE 611, 91 FT (27.7 M) SOUTHEAST OF THE SOUTHEAST LINE
 JU0437'EXTENDED OF HOUSE 599, 64 FT (19.5 M) NORTHWEST OF THE NORTHWEST LINE
 JU0437'EXTENDED OF HOUSE 611 - 2-STORY GREY FRAME BUNGALOW - ACROSS THE
 JU0437'HIGHWAY FROM A VACANT LOT, AT THE BRUSH LINE, UNDER THE POWER LINES, 2
 JU0437'FT (0.6 M) TOWARD THE HIGHWAY FROM A STATE WITNESS POST.
 JU0437
 JU0437                          STATION RECOVERY (2021)
 JU0437
 JU0437'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (JRO)
 JU0437'THE STATION AND REFERENCE MARK 2 WERE RECOVERED BY TRAVERSE FROM
 JU0437'REFERENCE MARK 3 AND CUTTING LINE THROUGH THE PHRAGMITES.  NO NEW TIES
 JU0437'WERE TAKEN.  BOTH MARKS WERE 3 INCHES (8 CM) UNDER WATER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0510 ***********************************************************************
 JU0510  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0510  DESIGNATION -  MAY
 JU0510  PID         -  JU0510
 JU0510  STATE/COUNTY-  NJ/ATLANTIC
 JU0510  COUNTRY     -  US
 JU0510  USGS QUAD   -  MAYS LANDING (2019)
 JU0510
 JU0510                         *CURRENT SURVEY CONTROL
 JU0510  ______________________________________________________________________
 JU0510* NAD 83(2011) POSITION- 39 26 59.51755(N) 074 43 26.80969(W)   ADJUSTED
 JU0510* NAD 83(2011) ELLIP HT-   -31.660 (meters)        (06/27/12)   ADJUSTED
 JU0510* NAD 83(2011) EPOCH   -  2010.00
 JU0510* NAVD 88 ORTHO HEIGHT -     2.234 (meters)        7.33  (feet) ADJUSTED
 JU0510  ______________________________________________________________________
 JU0510  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 JU0510  NAD 83(2011) X  -  1,299,345.869 (meters)                     COMP
 JU0510  NAD 83(2011) Y  - -4,757,474.427 (meters)                     COMP
 JU0510  NAD 83(2011) Z  -  4,030,986.909 (meters)                     COMP
 JU0510  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 JU0510  DYNAMIC HEIGHT  -          2.233 (meters)        7.33  (feet) COMP
 JU0510  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 JU0510
 JU0510  VERT ORDER      -  FIRST     CLASS II
 JU0510
 JU0510  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0510  Standards:
 JU0510         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0510            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0510  -------------------------------------------------------------------
 JU0510  NETWORK    0.47   0.88           0.21   0.17   0.45      0.03643476
 JU0510  -------------------------------------------------------------------
 JU0510  Click here for local accuracies and other accuracy information.
 JU0510
 JU0510.The horizontal coordinates were established by GPS observations
 JU0510.and adjusted by the National Geodetic Survey in June 2012.
 JU0510
 JU0510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0510.been affixed to the stable North American tectonic plate. See 
 JU0510.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0510
 JU0510.The horizontal coordinates are valid at the epoch date displayed above
 JU0510.which is a decimal equivalence of Year/Month/Day.
 JU0510
 JU0510.The orthometric height was determined by differential leveling and
 JU0510.adjusted by the NATIONAL GEODETIC SURVEY
 JU0510.in January 1994.
 JU0510
 JU0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0510.GEOID18 height accuracy estimate available here.
 JU0510
 JU0510.This Tidal Bench Mark is designated as VM 2688
 JU0510.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0510
 JU0510.Click photographs - Photos may exist for this station.
 JU0510
 JU0510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0510
 JU0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0510
 JU0510.The ellipsoidal height was determined by GPS observations
 JU0510.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0510
 JU0510;                    North         East     Units Scale Factor Converg.
 JU0510;SPC NJ       -    68,463.463   130,711.284   MT  0.99990458   -0 08 32.7
 JU0510;SPC NJ       -   224,617.21    428,841.94   sFT  0.99990458   -0 08 32.7
 JU0510;UTM  18      - 4,366,736.941   523,737.473   MT  0.99960694   +0 10 31.1
 JU0510
 JU0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0510!SPC NJ       -   1.00000497  x   0.99990458  =   0.99990955
 JU0510!UTM  18      -   1.00000497  x   0.99960694  =   0.99961191
 JU0510
 JU0510:                Primary Azimuth Mark                     Grid Az
 JU0510:SPC NJ       -  MCKEE TOWN                               098 03 12.0
 JU0510:UTM  18      -  MCKEE TOWN                               097 44 08.2
 JU0510
 JU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2373766736(NAD 83)
 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 0975439.3 |
 JU0510| JU2891 EAST TOWER                          APPROX. 2.9 KM 1575101.1 |
 JU0510| JU2892 WEST TOWER                          APPROX. 2.8 KM 1633643.6 |
 JU0510| JU0511 MAY RM 2                             26.742 METERS 18811     |
 JU0510| JU2889 WATER                               APPROX. 1.6 KM 2011531.7 |
 JU0510| JU0512 MAY AZ MK                                          2481912.3 |
 JU0510| JU2886 WESTERNMOST OF TWIN TANKS           APPROX. 1.2 KM 2863234.5 |
 JU0510| JU2887 EASTERNMOST OF TWIN TANKS           APPROX. 1.2 KM 2863520.0 |
 JU0510| JU2893 MAYS LANDING STANDPIPE              354.732 METERS 35659     |
 JU0510|---------------------------------------------------------------------|
 JU0510
 JU0510                          SUPERSEDED SURVEY CONTROL
 JU0510
 JU0510  NAD 83(2007)-  39 26 59.51793(N)    074 43 26.81046(W) AD(2002.00) 0
 JU0510  ELLIP H (02/10/07)  -31.652  (m)                       GP(2002.00)    
 JU0510  ELLIP H (10/23/02)  -31.640  (m)                       GP(       ) 4 1
 JU0510  NAD 83(1996)-  39 26 59.51776(N)    074 43 26.81047(W) AD(       ) 1
 JU0510  ELLIP H (05/14/99)  -31.601  (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)  -31.679  (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               2.23   (m)            7.3    (f) LEVELING    3  
 JU0510  NAVD 88               2.24   (m)            7.3    (f) LEVELING    3  
 JU0510  NAVD 88 (06/15/91)    2.243  (m)            7.36   (f) SUPERSEDED  1 2
 JU0510  NGVD 29 (01/10/92)    2.619  (m)            8.59   (f) ADJUSTED    1 2
 JU0510  NGVD 29 (??/??/87)    2.628  (m)            8.62   (f) SUPERSEDED  1 2
 JU0510  NGVD 29               1.45   (m)            4.8    (f) LEVELING    3  
 JU0510
 JU0510.Superseded values are not recommended for survey control.
 JU0510
 JU0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0510.See file dsdata.pdf to determine how the superseded data were derived.
 JU0510
 JU0510_MARKER: DS = TRIANGULATION STATION DISK
 JU0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 06, 2007
 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     - 19920501 GOOD             USPSQD
 JU0510  HISTORY     - 19930603 GOOD             NJGS
 JU0510  HISTORY     - 20001031 GOOD             USACE
 JU0510  HISTORY     - 20040803 GOOD             NJDEP
 JU0510  HISTORY     - 20070806 GOOD             NJDT
 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 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 ARMY CORPS OF 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.
 JU0510
 JU0510                          STATION RECOVERY (2007)
 JU0510
 JU0510'RECOVERY NOTE BY NJ DEPT OF TRANSP 2007 (JFL)
 JU0510'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5030 ***********************************************************************
 KV5030  DESIGNATION -  MAY
 KV5030  PID         -  KV5030
 KV5030  STATE/COUNTY-  NJ/MONMOUTH
 KV5030  COUNTRY     -  US
 KV5030  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5030
 KV5030                         *CURRENT SURVEY CONTROL
 KV5030  ______________________________________________________________________
 KV5030* NAD 83(1996) POSITION- 40 20 13.61040(N) 074 00 49.58881(W)   ADJUSTED
 KV5030* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5030  ______________________________________________________________________
 KV5030  GEOID HEIGHT    -        -32.634 (meters)                     GEOID18
 KV5030  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5030.GEOID18 height accuracy estimate available here.
 KV5030
 KV5030.Click photographs - Photos may exist for this station.
 KV5030
 KV5030.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5030
 KV5030. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000502  x   0.99992100  =   0.99992601
 KV5030!UTM  18      -   1.00000502  x   0.99968638  =   0.99969139
 KV5030
 KV5030:                Primary Azimuth Mark                     Grid Az
 KV5030:SPC NJ       -  BLUFF                                    171 58 17.0
 KV5030:UTM  18      -  BLUFF                                    171 38 51.7
 KV5030
 KV5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8376965641(NAD 83)
 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 1721710.0 |
 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
 KV5030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5030.See file dsdata.pdf to determine how the superseded data were derived.
 KV5030
 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 = JULY 24, 2026 22:12:30 EDT
 JU0512 ***********************************************************************
 JU0512  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0512  DESIGNATION -  MAY AZ MK
 JU0512  PID         -  JU0512
 JU0512  STATE/COUNTY-  NJ/ATLANTIC
 JU0512  COUNTRY     -  US
 JU0512  USGS QUAD   -  MAYS LANDING (2019)
 JU0512
 JU0512                         *CURRENT SURVEY CONTROL
 JU0512  ______________________________________________________________________
 JU0512* NAD 83(1986) POSITION- 39 26 56.3    (N) 074 43 37.1    (W)   HD_HELD2
 JU0512* NAVD 88 ORTHO HEIGHT -     2.363 (meters)        7.75  (feet) ADJUSTED
 JU0512  ______________________________________________________________________
 JU0512  GEOID HEIGHT    -        -33.917 (meters)                     GEOID18
 JU0512  DYNAMIC HEIGHT  -          2.362 (meters)        7.75  (feet) COMP
 JU0512  MODELED GRAVITY -    980,121.6   (mgal)                       NAVD 88
 JU0512
 JU0512  VERT ORDER      -  FIRST     CLASS II
 JU0512
 JU0512.The horizontal coordinates were established by autonomous hand held GPS
 JU0512.observations and have an estimated accuracy of +/- 10 meters.
 JU0512
 JU0512.The orthometric height was determined by differential leveling and
 JU0512.adjusted by the NATIONAL GEODETIC SURVEY
 JU0512.in January 1994.
 JU0512
 JU0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0512.GEOID18 height accuracy estimate available here.
 JU0512
 JU0512.This Tidal Bench Mark is designated as VM 2689
 JU0512.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0512
 JU0512.Click photographs - Photos may exist for this station.
 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       -    68,365.      130,465.      MT  (+/- 10 meters HH2 GPS)
 JU0512
 JU0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2349166637(NAD 83)
 JU0512
 JU0512                          SUPERSEDED SURVEY CONTROL
 JU0512
 JU0512  NAVD 88 (06/15/91)    2.377  (m)            7.80   (f) SUPERSEDED  1 2
 JU0512  NGVD 29 (01/10/92)    2.748  (m)            9.02   (f) ADJUSTED    1 2
 JU0512  NGVD 29 (??/??/87)    2.762  (m)            9.06   (f) SUPERSEDED  1 2
 JU0512
 JU0512.Superseded values are not recommended for survey control.
 JU0512
 JU0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0512.See file dsdata.pdf to determine how the superseded data were derived.
 JU0512
 JU0512_MARKER: DZ = AZIMUTH MARK DISK
 JU0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0512_STAMPING: MAY 1935
 JU0512_MARK LOGO: CGS
 JU0512_PROJECTION: PROJECTING
 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 - January 31, 2012
 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  HISTORY     - 20080130 GOOD             UE
 JU0512  HISTORY     - 20120131 GOOD             NGS
 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.
 JU0512
 JU0512                          STATION RECOVERY (2008)
 JU0512
 JU0512'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU0512'RECOVERED IN GOOD CONDITION.
 JU0512
 JU0512                          STATION RECOVERY (2012)
 JU0512
 JU0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2012 (DRD)
 JU0512'MARK IS NOW RECESSED 8 CM (.2 FT).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0509 ***********************************************************************
 JU0509  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0509  DESIGNATION -  MAY RM 1
 JU0509  PID         -  JU0509
 JU0509  STATE/COUNTY-  NJ/ATLANTIC
 JU0509  COUNTRY     -  US
 JU0509  USGS QUAD   -  MAYS LANDING (2019)
 JU0509
 JU0509                         *CURRENT SURVEY CONTROL
 JU0509  ______________________________________________________________________
 JU0509* NAD 83(1986) POSITION- 39 26 59.79   (N) 074 43 25.86   (W)   HD_HELD1
 JU0509* NAVD 88 ORTHO HEIGHT -     2.270 (meters)        7.45  (feet) ADJUSTED
 JU0509  ______________________________________________________________________
 JU0509  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 JU0509  DYNAMIC HEIGHT  -          2.269 (meters)        7.44  (feet) COMP
 JU0509  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 JU0509
 JU0509  VERT ORDER      -  FIRST     CLASS II
 JU0509
 JU0509.The horizontal coordinates were determined by differentially corrected
 JU0509.hand held GPS observations or other comparable positioning techniques
 JU0509.and have an estimated accuracy of +/- 3 meters.
 JU0509
 JU0509.The orthometric height was determined by differential leveling and
 JU0509.adjusted by the NATIONAL GEODETIC SURVEY
 JU0509.in June 1991.
 JU0509
 JU0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0509.GEOID18 height accuracy estimate available here.
 JU0509
 JU0509.This Tidal Bench Mark is designated as VM 2690
 JU0509.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0509
 JU0509.Click photographs - Photos may exist for this station.
 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       -    68,471.8     130,734.0     MT  (+/- 3 meters HH1 GPS) 
 JU0509
 JU0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2376066745(NAD 83)
 JU0509
 JU0509                          SUPERSEDED SURVEY CONTROL
 JU0509
 JU0509  NGVD 29 (01/10/92)    2.655  (m)            8.71   (f) ADJUSTED    1 2
 JU0509  NGVD 29 (??/??/87)    2.655  (m)            8.71   (f) SUPERSEDED  1 2
 JU0509
 JU0509.Superseded values are not recommended for survey control.
 JU0509
 JU0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0509.See file dsdata.pdf to determine how the superseded data were derived.
 JU0509
 JU0509_MARKER: DR = REFERENCE MARK DISK
 JU0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0509_STAMPING: MAY NO 1 1935
 JU0509_MARK LOGO: CGS
 JU0509_PROJECTION: FLUSH
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0438 ***********************************************************************
 JU0438  DESIGNATION -  MAY RM 2
 JU0438  PID         -  JU0438
 JU0438  STATE/COUNTY-  NJ/CAPE MAY
 JU0438  COUNTRY     -  US
 JU0438  USGS QUAD   -  STONE HARBOR (2019)
 JU0438
 JU0438                         *CURRENT SURVEY CONTROL
 JU0438  ______________________________________________________________________
 JU0438* NAD 83(1986) POSITION- 39 04 42.85   (N) 074 48 13.26   (W)   HD_HELD1
 JU0438* NAVD 88 ORTHO HEIGHT -     0.907 (meters)        2.98  (feet) ADJUSTED
 JU0438  ______________________________________________________________________
 JU0438  GEOID HEIGHT    -        -35.215 (meters)                     GEOID18
 JU0438  DYNAMIC HEIGHT  -          0.906 (meters)        2.97  (feet) COMP
 JU0438  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 JU0438
 JU0438  VERT ORDER      -  FIRST     CLASS II
 JU0438
 JU0438.The horizontal coordinates were determined by differentially corrected
 JU0438.hand held GPS observations or other comparable positioning techniques
 JU0438.and have an estimated accuracy of +/- 3 meters.
 JU0438
 JU0438.The orthometric height was determined by differential leveling and
 JU0438.adjusted by the NATIONAL GEODETIC SURVEY
 JU0438.in March 2001.
 JU0438
 JU0438.No vertical observational check was made to the station.
 JU0438
 JU0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0438.GEOID18 height accuracy estimate available here.
 JU0438
 JU0438.Click photographs - Photos may exist for this station.
 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       -    27,266.0     123,724.7     MT  (+/- 3 meters HH1 GPS) 
 JU0438
 JU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1698025513(NAD 83)
 JU0438
 JU0438                          SUPERSEDED SURVEY CONTROL
 JU0438
 JU0438  NAVD 88 (06/15/91)    0.921  (m)            3.02   (f) SUPERSEDED  1 2
 JU0438  NGVD 29 (04/16/92)    1.319  (m)            4.33   (f) ADJUSTED    1 2
 JU0438  NGVD 29 (01/10/92)    1.319  (m)            4.33   (f) SUPERSEDED  1 2
 JU0438  NGVD 29 (??/??/87)    1.344  (m)            4.41   (f) SUPERSEDED  1 2
 JU0438
 JU0438.Superseded values are not recommended for survey control.
 JU0438
 JU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0438.See file dsdata.pdf to determine how the superseded data were derived.
 JU0438
 JU0438_MARKER: DR = REFERENCE MARK DISK
 JU0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0438_STAMPING: MAY NO 2 1936
 JU0438_MARK LOGO: CGS
 JU0438_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - February 24, 2021
 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  HISTORY     - 20210224 GOOD             PROFLN
 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.
 JU0438
 JU0438                          STATION RECOVERY (2021)
 JU0438
 JU0438'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (JRO)
 JU0438'THE MARK WAS RECOVERED ALONG WITH THE MAIN STATION BY TRAVERSE FROM
 JU0438'REFERENCE MARK 3 AND CUTTING LINE THROUGH THE PHRAGMITES.  NO NEW TIES
 JU0438'WERE TAKEN.  BOTH MARKS WERE 3 INCHES (8 CM) UNDER WATER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0511 ***********************************************************************
 JU0511  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0511  DESIGNATION -  MAY RM 2
 JU0511  PID         -  JU0511
 JU0511  STATE/COUNTY-  NJ/ATLANTIC
 JU0511  COUNTRY     -  US
 JU0511  USGS QUAD   -  MAYS LANDING (2019)
 JU0511
 JU0511                         *CURRENT SURVEY CONTROL
 JU0511  ______________________________________________________________________
 JU0511* NAD 83(1986) POSITION- 39 26 58.66   (N) 074 43 26.97   (W)   HD_HELD1
 JU0511* NAVD 88 ORTHO HEIGHT -     1.775 (meters)        5.82  (feet) ADJUSTED
 JU0511  ______________________________________________________________________
 JU0511  GEOID HEIGHT    -        -33.915 (meters)                     GEOID18
 JU0511  DYNAMIC HEIGHT  -          1.774 (meters)        5.82  (feet) COMP
 JU0511  MODELED GRAVITY -    980,121.8   (mgal)                       NAVD 88
 JU0511
 JU0511  VERT ORDER      -  SECOND    CLASS 0
 JU0511
 JU0511.The horizontal coordinates were determined by differentially corrected
 JU0511.hand held GPS observations or other comparable positioning techniques
 JU0511.and have an estimated accuracy of +/- 3 meters.
 JU0511
 JU0511.The orthometric height was determined by differential leveling and
 JU0511.adjusted by the NATIONAL GEODETIC SURVEY
 JU0511.in June 1991.
 JU0511
 JU0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0511.GEOID18 height accuracy estimate available here.
 JU0511
 JU0511.This Tidal Bench Mark is designated as VM 2691
 JU0511.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0511
 JU0511.Click photographs - Photos may exist for this station.
 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       -    68,437.0     130,707.4     MT  (+/- 3 meters HH1 GPS) 
 JU0511
 JU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2373366710(NAD 83)
 JU0511
 JU0511                          SUPERSEDED SURVEY CONTROL
 JU0511
 JU0511  NGVD 29 (11/26/84)    2.160  (m)            7.09   (f) ADJUSTED    2 0
 JU0511
 JU0511.Superseded values are not recommended for survey control.
 JU0511
 JU0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0511.See file dsdata.pdf to determine how the superseded data were derived.
 JU0511
 JU0511_MARKER: DR = REFERENCE MARK DISK
 JU0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 AH8992 ***********************************************************************
 AH8992  DESIGNATION -  MAY RM 3
 AH8992  PID         -  AH8992
 AH8992  STATE/COUNTY-  NJ/CAPE MAY
 AH8992  COUNTRY     -  US
 AH8992  USGS QUAD   -  STONE HARBOR (2019)
 AH8992
 AH8992                         *CURRENT SURVEY CONTROL
 AH8992  ______________________________________________________________________
 AH8992* NAD 83(1986) POSITION- 39 04 42.63   (N) 074 48 14.11   (W)   HD_HELD1
 AH8992* NAVD 88 ORTHO HEIGHT -     1.585 (meters)        5.20  (feet) ADJUSTED
 AH8992  ______________________________________________________________________
 AH8992  GEOID HEIGHT    -        -35.215 (meters)                     GEOID18
 AH8992  DYNAMIC HEIGHT  -          1.584 (meters)        5.20  (feet) COMP
 AH8992  MODELED GRAVITY -    980,064.6   (mgal)                       NAVD 88
 AH8992
 AH8992  VERT ORDER      -  FIRST     CLASS II
 AH8992
 AH8992.The horizontal coordinates were determined by differentially corrected
 AH8992.hand held GPS observations or other comparable positioning techniques
 AH8992.and have an estimated accuracy of +/- 3 meters.
 AH8992
 AH8992.The orthometric height was determined by differential leveling and
 AH8992.adjusted by the NATIONAL GEODETIC SURVEY
 AH8992.in March 2001.
 AH8992
 AH8992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8992.GEOID18 height accuracy estimate available here.
 AH8992
 AH8992.Click photographs - Photos may exist for this station.
 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       -    27,259.3     123,704.3     MT  (+/- 3 meters HH1 GPS) 
 AH8992
 AH8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1696025507(NAD 83)
 AH8992
 AH8992                          SUPERSEDED SURVEY CONTROL
 AH8992
 AH8992.No superseded survey control is available for this station.
 AH8992
 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 - September 12, 2020
 AH8992
 AH8992  HISTORY     - Date     Condition        Report By
 AH8992  HISTORY     - 1974     MONUMENTED       NGS
 AH8992  HISTORY     - 19970829 GOOD             NJGS
 AH8992  HISTORY     - 20180913 GOOD             PROFLN
 AH8992  HISTORY     - 20200912 GOOD             PROFLN
 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.
 AH8992
 AH8992                          STATION RECOVERY (2018)
 AH8992
 AH8992'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2018 (JRO)
 AH8992'THE MARK IS 91 FT (27.7 M) SOUTHEAST OF THE SOUTHEAST LINE EXTENDED OF
 AH8992'HOUSE 599 (3 STY YELLOW FRAME), 64 FT (19.5 M) NORTHWEST OF THE
 AH8992'NORTHWEST LINE EXTENDED OF HOUSE 611 (1 STY BROWN FRAME), ACROSS THE
 AH8992'HIGHWAY FROM A VACANT LOT, AT THE BRUSH LINE, UNDER THE POWER LINES.
 AH8992'NEEDS TO BE PUT UNDER A VALVE BOX.  DELETE POLE 9015.
 AH8992
 AH8992                          STATION RECOVERY (2020)
 AH8992
 AH8992'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2020 (JRO)
 AH8992'A RECTANGULAR VALVE BOX WAS INSTALLED OVER THE MARK LAST YEAR.  THE
 AH8992'MARK WAS RECOVERED IN GOOD SHAPE THIS YEAR MAINLY FROM THE NJDOT
 AH8992'WITNESS POST, PER THE 1997 DESCRIPTION AND 2018 RECOVERY NOTE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0147 ***********************************************************************
 KV0147  DESIGNATION -  MAYWOOD
 KV0147  PID         -  KV0147
 KV0147  STATE/COUNTY-  NJ/BERGEN
 KV0147  COUNTRY     -  US
 KV0147  USGS QUAD   -  HACKENSACK (2019)
 KV0147
 KV0147                         *CURRENT SURVEY CONTROL
 KV0147  ______________________________________________________________________
 KV0147* NAD 83(1986) POSITION- 40 54 16.     (N) 074 03 37.     (W)   SCALED
 KV0147* NAVD 88 ORTHO HEIGHT -    28.424 (meters)       93.25  (feet) ADJUSTED
 KV0147  ______________________________________________________________________
 KV0147  GEOID HEIGHT    -        -31.915 (meters)                     GEOID18
 KV0147  DYNAMIC HEIGHT  -         28.413 (meters)       93.22  (feet) COMP
 KV0147  MODELED GRAVITY -    980,236.9   (mgal)                       NAVD 88
 KV0147
 KV0147  VERT ORDER      -  FIRST     CLASS II
 KV0147
 KV0147.The horizontal coordinates were scaled from a map and have
 KV0147.an estimated accuracy of +/- 6 seconds.
 KV0147
 KV0147.The orthometric height was determined by differential leveling and
 KV0147.adjusted by the NATIONAL GEODETIC SURVEY
 KV0147.in June 1991.
 KV0147
 KV0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0147.GEOID18 height accuracy estimate available here.
 KV0147
 KV0147.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL791285(NAD 83)
 KV0147
 KV0147                          SUPERSEDED SURVEY CONTROL
 KV0147
 KV0147  NGVD 29 (11/26/84)   28.731  (m)           94.26   (f) ADJUSTED    1 2
 KV0147
 KV0147.Superseded values are not recommended for survey control.
 KV0147
 KV0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0147.See file dsdata.pdf to determine how the superseded data were derived.
 KV0147
 KV0147_MARKER: DB = BENCH MARK DISK
 KV0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0147_STAMPING: 94.239 MAYWOOD 1933
 KV0147_MARK LOGO: CGS
 KV0147_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KU2807 ***********************************************************************
 KU2807  DESIGNATION -  MC NICHOL 1934
 KU2807  PID         -  KU2807
 KU2807  STATE/COUNTY-  NJ/MONMOUTH
 KU2807  COUNTRY     -  US
 KU2807  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2807
 KU2807                         *CURRENT SURVEY CONTROL
 KU2807  ______________________________________________________________________
 KU2807* NAD 83(1996) POSITION- 40 22 45.21895(N) 073 58 33.41214(W)   ADJUSTED
 KU2807* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2807  ______________________________________________________________________
 KU2807  GEOID HEIGHT    -        -32.628 (meters)                     GEOID18
 KU2807  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2807.GEOID18 height accuracy estimate available here.
 KU2807
 KU2807.Click photographs - Photos may exist for this station.
 KU2807
 KU2807.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2807
 KU2807. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8692870352(NAD 83)
 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
 KU2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2807.See file dsdata.pdf to determine how the superseded data were derived.
 KU2807
 KU2807_MARKER: DS = TRIANGULATION STATION DISK
 KU2807_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 KV4925 ***********************************************************************
 KV4925  DESIGNATION -  MC USCA 1940
 KV4925  PID         -  KV4925
 KV4925  STATE/COUNTY-  NJ/MONMOUTH
 KV4925  COUNTRY     -  US
 KV4925  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4925
 KV4925                         *CURRENT SURVEY CONTROL
 KV4925  ______________________________________________________________________
 KV4925* NAD 83(1996) POSITION- 40 28 15.19567(N) 074 00 36.97025(W)   ADJUSTED
 KV4925* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4925  ______________________________________________________________________
 KV4925  GEOID HEIGHT    -        -32.431 (meters)                     GEOID18
 KV4925  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4925.GEOID18 height accuracy estimate available here.
 KV4925
 KV4925.Click photographs - Photos may exist for this station.
 KV4925
 KV4925.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4925
 KV4925. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000467  x   0.99992122  =   0.99992589
 KV4925!UTM  18      -   1.00000467  x   0.99968665  =   0.99969132
 KV4925
 KV4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8390080493(NAD 83)
 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
 KV4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4925.See file dsdata.pdf to determine how the superseded data were derived.
 KV4925
 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 = JULY 24, 2026 22:12:30 EDT
 KV5023 ***********************************************************************
 KV5023  DESIGNATION -  MCCLEESE
 KV5023  PID         -  KV5023
 KV5023  STATE/COUNTY-  NJ/MONMOUTH
 KV5023  COUNTRY     -  US
 KV5023  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5023
 KV5023                         *CURRENT SURVEY CONTROL
 KV5023  ______________________________________________________________________
 KV5023* NAD 83(1996) POSITION- 40 22 25.18758(N) 074 02 33.87970(W)   ADJUSTED
 KV5023* NAVD 88 ORTHO HEIGHT -     0.9   (meters)        3.    (feet) VERTCON3
 KV5023  ______________________________________________________________________
 KV5023  GEOID HEIGHT    -        -32.518 (meters)                     GEOID18
 KV5023  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5023.GEOID18 height accuracy estimate available here.
 KV5023
 KV5023.Click photographs - Photos may exist for this station.
 KV5023
 KV5023.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5023
 KV5023. The following values were computed from the NAD 83(1996) position.
 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                                 232 50 16.5
 KV5023:UTM  18      -  RED BANK                                 232 30 50.4
 KV5023
 KV5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8126469671(NAD 83)
 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 2282157.0 |
 KV5023| KV5071 RED BANK                            APPROX. 3.4 KM 2330802.8 |
 KV5023| KV5068 MCCLEESE RM 1                        11.938 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
 KV5023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5023.See file dsdata.pdf to determine how the superseded data were derived.
 KV5023
 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 = JULY 24, 2026 22:12:30 EDT
 KV5068 ***********************************************************************
 KV5068  DESIGNATION -  MCCLEESE RM 1
 KV5068  PID         -  KV5068
 KV5068  STATE/COUNTY-  NJ/MONMOUTH
 KV5068  COUNTRY     -  US
 KV5068  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5068
 KV5068                         *CURRENT SURVEY CONTROL
 KV5068  ______________________________________________________________________
 KV5068* NAD 83(1996) POSITION- 40 22 25.23223(N) 074 02 34.38240(W)   NO CHECK
 KV5068* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) VERTCON3
 KV5068  ______________________________________________________________________
 KV5068  GEOID HEIGHT    -        -32.518 (meters)                     GEOID18
 KV5068  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC18
 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
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5068.GEOID18 height accuracy estimate available here.
 KV5068
 KV5068.Click photographs - Photos may exist for this station.
 KV5068
 KV5068.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5068
 KV5068. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8125269672(NAD 83)
 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
 KV5068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5068.See file dsdata.pdf to determine how the superseded data were derived.
 KV5068
 KV5068_MARKER: DR = REFERENCE MARK DISK
 KV5068_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KU4517 ***********************************************************************
 KU4517  DESIGNATION -  MCCRANE
 KU4517  PID         -  KU4517
 KU4517  STATE/COUNTY-  NJ/MONMOUTH
 KU4517  COUNTRY     -  US
 KU4517  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU4517
 KU4517                         *CURRENT SURVEY CONTROL
 KU4517  ______________________________________________________________________
 KU4517* NAD 83(1996) POSITION- 40 20 55.87838(N) 073 58 36.21261(W)   ADJUSTED
 KU4517* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) VERTCON3
 KU4517  ______________________________________________________________________
 KU4517  GEOID HEIGHT    -        -32.673 (meters)                     GEOID18
 KU4517  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4517.GEOID18 height accuracy estimate available here.
 KU4517
 KU4517.Click photographs - Photos may exist for this station.
 KU4517
 KU4517.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4517
 KU4517. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000491  x   0.99992432  =   0.99992923
 KU4517!UTM  18      -   1.00000491  x   0.99969296  =   0.99969787
 KU4517
 KU4517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8690166980(NAD 83)
 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
 KU4517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4517.See file dsdata.pdf to determine how the superseded data were derived.
 KU4517
 KU4517_MARKER: DE = TRAVERSE STATION DISK
 KU4517_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU2830 ***********************************************************************
 JU2830  DESIGNATION -  MCKEE TOWN
 JU2830  PID         -  JU2830
 JU2830  STATE/COUNTY-  NJ/ATLANTIC
 JU2830  COUNTRY     -  US
 JU2830  USGS QUAD   -  PLEASANTVILLE (2019)
 JU2830
 JU2830                         *CURRENT SURVEY CONTROL
 JU2830  ______________________________________________________________________
 JU2830* NAD 83(1996) POSITION- 39 26 17.91152(N) 074 37 02.29625(W)   ADJUSTED
 JU2830* NAVD 88 ORTHO HEIGHT -    21.    (meters)       69.    (feet) SCALED
 JU2830  ______________________________________________________________________
 JU2830  GEOID HEIGHT    -        -33.925 (meters)                     GEOID18
 JU2830  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2830.GEOID18 height accuracy estimate available here.
 JU2830
 JU2830.Click photographs - Photos may exist for this station.
 JU2830
 JU2830.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2830
 JU2830. The following values were computed from the NAD 83(1996) position.
 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  =   0.99990334
 JU2830!UTM  18      -   1.00000209  x   0.99961335  =   0.99961544
 JU2830
 JU2830:                Primary Azimuth Mark                     Grid Az
 JU2830:SPC NJ       -  JEFF                                     192 21 05.9
 JU2830:UTM  18      -  JEFF                                     192 02 02.4
 JU2830
 JU2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3293265487(NAD 83)
 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
 JU2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2830.See file dsdata.pdf to determine how the superseded data were derived.
 JU2830
 JU2830_MARKER: DS = TRIANGULATION STATION DISK
 JU2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2830_STAMPING: MC KEE TOWN 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 = JULY 24, 2026 22:12:30 EDT
 JU2697 ***********************************************************************
 JU2697  DESIGNATION -  MCKINLAY
 JU2697  PID         -  JU2697
 JU2697  STATE/COUNTY-  NJ/OCEAN
 JU2697  COUNTRY     -  US
 JU2697  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2697
 JU2697                         *CURRENT SURVEY CONTROL
 JU2697  ______________________________________________________________________
 JU2697* NAD 83(1996) POSITION- 39 43 12.64119(N) 074 14 59.43672(W)   ADJUSTED
 JU2697* NAVD 88 ORTHO HEIGHT -    29.684 (meters)       97.39  (feet) ADJUSTED
 JU2697  ______________________________________________________________________
 JU2697  GEOID HEIGHT    -        -33.197 (meters)                     GEOID18
 JU2697  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 JU2697  DYNAMIC HEIGHT  -         29.670 (meters)       97.34  (feet) COMP
 JU2697  MODELED GRAVITY -    980,165.6   (mgal)                       NAVD 88
 JU2697
 JU2697  HORZ ORDER      -  FIRST
 JU2697  VERT ORDER      -  FIRST     CLASS II
 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 determined by differential leveling and
 JU2697.adjusted by the NATIONAL GEODETIC SURVEY
 JU2697.in February 2021.
 JU2697
 JU2697.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2697.GEOID18 height accuracy estimate available here.
 JU2697
 JU2697.Click photographs - Photos may exist for this station.
 JU2697
 JU2697.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2697
 JU2697.The dynamic height is computed by dividing the NAVD 88
 JU2697.geopotential number by the normal gravity value computed on the
 JU2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2697.degrees latitude (g = 980.6199 gals.).
 JU2697
 JU2697.The modeled gravity was interpolated from observed gravity values.
 JU2697
 JU2697. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000055  x   0.99990566  =   0.99990621
 JU2697!UTM  18      -   1.00000055  x   0.99965089  =   0.99965144
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6429496969(NAD 83)
 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
 JU2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2697.See file dsdata.pdf to determine how the superseded data were derived.
 JU2697
 JU2697_MARKER: DS = TRIANGULATION STATION DISK
 JU2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2697_STAMPING: MCKINLAY 1932
 JU2697_MARK LOGO: CGS
 JU2697_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - April 22, 2019
 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  HISTORY     - 20190306 GOOD             NJGS
 JU2697  HISTORY     - 20190422 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.
 JU2697
 JU2697                          STATION RECOVERY (2019)
 JU2697
 JU2697'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU2697'TO REACH FROM THE INTERSECTION OF ROUTE 72 AND ROUTE 9, GO NORTH ON
 JU2697'ROUTE 9 FOR 1.8 MI (2.9 KM).  TURN LEFT ON SILO ROAD FOR 0.23 MI (0.37
 JU2697'KM) JUST PAST PROSPECT AVENUE.  THE MONUMENT IS ABOUT 86 FT (26.2 M)
 JU2697'IN THE WOODED AREA ON THE LEFT.
 JU2697'
 JU2697'IT IS 131.74 FT (40.2 M) NORTHWEST OF THE CENTERLINE OF PROSPECT
 JU2697'AVENUE, 100.18 FT (30.5 M) WEST-NORTHWEST OF A BRICK MARQUEE FOR
 JU2697'ISLAND WOODS ESTATES THAT'S WEST OF THE INTERSECTION OF PROSPECT
 JU2697'AVENUE AND SILO ROAD, 87.01 FT (26.5 M) SOUTHWEST OF THE CENTERLINE OF
 JU2697'SILO ROAD, 71.84 FT (21.9 M) SOUTHWEST OF S CURB OF SILO ROAD AND
 JU2697'ABOUT 0.33 FT (10 CM) HIGHER THAN THE GROUND.
 JU2697
 JU2697                          STATION RECOVERY (2019)
 JU2697
 JU2697'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU2697'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF WEST
 JU2697'CREEK, 6.5 MI (10.5 KM) NORTHWEST OF SHIP BOTTOM AND 5.2 MI (8.4 KM)
 JU2697'SOUTHEAST OF BROOKVILLE, IN STAFFORD TOWNSHIP.
 JU2697'
 JU2697'TO REACH FROM THE CENTER OF THE NEW JERSEY STATE ROUTE 72 BRIDGE OVER
 JU2697'U.S. HIGHWAY 9, GO 1.8 MI (2.9 KM) NORTH-NORTHEAST ON U.S. HIGHWAY 9
 JU2697'TO THE T-JUNCTION WITH SILO ROAD ON THE LEFT.  TURN LEFT AND GO 0.25
 JU2697'MI (0.40 KM) NORTHWEST ON SILO ROAD TO THE STATION ON THE LEFT IN THE
 JU2697'WOODED AREA.
 JU2697'
 JU2697'THE STATION IS 100 FT (30.5 M) WEST OF A BRICK SIGN W OF THE JUNCTION
 JU2697'OF PROSPECT AVENUE AND SILO ROAD, 131 FT (39.9 M) NORTHWEST OF THE
 JU2697'CENTERLINE OF PROSPECT AVENUE, 71.8 FT (21.9 M) SOUTHWEST OF THE SOUTH
 JU2697'CURB OF SILO ROAD AND 87 FT (26.5 M) SOUTHWEST OF THE CENTERLINE OF
 JU2697'PROSPECT ROAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB2260 ***********************************************************************
 CB2260  DESIGNATION -  MCKINLAY RM 1
 CB2260  PID         -  CB2260
 CB2260  STATE/COUNTY-  NJ/OCEAN
 CB2260  COUNTRY     -  US
 CB2260  USGS QUAD   -  SHIP BOTTOM (2019)
 CB2260
 CB2260                         *CURRENT SURVEY CONTROL
 CB2260  ______________________________________________________________________
 CB2260* NAD 83(1986) POSITION- 39 43 12.33   (N) 074 14 58.18   (W)   HD_HELD1
 CB2260* NAVD 88 ORTHO HEIGHT -    29.237 (meters)       95.92  (feet) ADJUSTED
 CB2260  ______________________________________________________________________
 CB2260  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 CB2260  DYNAMIC HEIGHT  -         29.224 (meters)       95.88  (feet) COMP
 CB2260  MODELED GRAVITY -    980,165.6   (mgal)                       NAVD 88
 CB2260
 CB2260  VERT ORDER      -  FIRST     CLASS II
 CB2260
 CB2260.The horizontal coordinates were determined by differentially corrected
 CB2260.hand held GPS observations or other comparable positioning techniques
 CB2260.and have an estimated accuracy of +/- 3 meters.
 CB2260
 CB2260.The orthometric height was determined by differential leveling and
 CB2260.adjusted by the NATIONAL GEODETIC SURVEY
 CB2260.in February 2021.
 CB2260
 CB2260.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2260.GEOID18 height accuracy estimate available here.
 CB2260
 CB2260.Click photographs - Photos may exist for this station.
 CB2260
 CB2260.The dynamic height is computed by dividing the NAVD 88
 CB2260.geopotential number by the normal gravity value computed on the
 CB2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2260.degrees latitude (g = 980.6199 gals.).
 CB2260
 CB2260.The modeled gravity was interpolated from observed gravity values.
 CB2260
 CB2260;                    North         East    Units  Estimated Accuracy
 CB2260;SPC NJ       -    98,468.8     171,476.6     MT  (+/- 3 meters HH1 GPS) 
 CB2260
 CB2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6432496960(NAD 83)
 CB2260
 CB2260                          SUPERSEDED SURVEY CONTROL
 CB2260
 CB2260.No superseded survey control is available for this station.
 CB2260
 CB2260_MARKER: DR = REFERENCE MARK DISK
 CB2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2260_STAMPING: MCKINLAY NO 1 1932
 CB2260_MARK LOGO: CGS
 CB2260_PROJECTION: FLUSH
 CB2260_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2260+STABILITY: SURFACE MOTION
 CB2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB2260+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2020
 CB2260
 CB2260  HISTORY     - Date     Condition        Report By
 CB2260  HISTORY     - 1932     MONUMENTED       CGS
 CB2260  HISTORY     - 20200626 GOOD             NJGS
 CB2260
 CB2260                          STATION DESCRIPTION
 CB2260
 CB2260'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2020 (RJK)
 CB2260'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF WEST
 CB2260'CREEK, 6.5 MI (10.5 KM) NORTHWEST OF SHIP BOTTOM AND 5.2 MI (8.4 KM)
 CB2260'SOUTHEAST OF BROOKVILLE, IN STAFFORD TOWNSHIP.
 CB2260'
 CB2260'TO REACH FROM THE OF THE CENTER OF THE NEW JERSEY STATE ROUTE 72
 CB2260'BRIDGE OVER U.S. HIGHWAY 9, GO 1.8 MI (2.9 KM) NORTH-NORTHEAST ON U.S.
 CB2260'HIGHWAY 9 (NORTH MAIN STREET) TO THE T-JUNCTION WITH SILO ROAD ON THE
 CB2260'LEFT.  TURN LEFT AND GO 0.2 MI (0.3 KM) NORTHWEST ON SILO ROAD TO THE
 CB2260'STATION ON THE LEFT, ON THE SOUTHWEST CORNER OF THE JUNCTION OF SILO
 CB2260'ROAD AND PROSPECT AVENUE.
 CB2260'
 CB2260'THE STATION IS 7.4 FT (2.3 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER
 CB2260'OF A BRICK COLUMN OF A SIGN STRUCTURE (ISLAND WOODS ESTATES), 21.2 FT
 CB2260'(6.5 M) NORTHWEST OF THE CURB OF PROSPECT AVENUE, 35.4 FT (10.8 M)
 CB2260'NORTHWEST OF THE CENTERLINE OF PROSPECT AVENUE, 20.3 FT (6.2 M)
 CB2260'WEST-NORTHWEST OF POLE NUMBER P9519 AND 4 FT (1.2 M) EAST OF A WOOD
 CB2260'UTILITY POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB2262 ***********************************************************************
 CB2262  DESIGNATION -  MCKINLAY RM 3
 CB2262  PID         -  CB2262
 CB2262  STATE/COUNTY-  NJ/OCEAN
 CB2262  COUNTRY     -  US
 CB2262  USGS QUAD   -  SHIP BOTTOM (2019)
 CB2262
 CB2262                         *CURRENT SURVEY CONTROL
 CB2262  ______________________________________________________________________
 CB2262* NAD 83(1986) POSITION- 39 43 13.93   (N) 074 14 59.92   (W)   HD_HELD1
 CB2262* NAVD 88 ORTHO HEIGHT -    29.016 (meters)       95.20  (feet) ADJUSTED
 CB2262  ______________________________________________________________________
 CB2262  GEOID HEIGHT    -        -33.196 (meters)                     GEOID18
 CB2262  DYNAMIC HEIGHT  -         29.003 (meters)       95.15  (feet) COMP
 CB2262  MODELED GRAVITY -    980,165.6   (mgal)                       NAVD 88
 CB2262
 CB2262  VERT ORDER      -  FIRST     CLASS II
 CB2262
 CB2262.The horizontal coordinates were determined by differentially corrected
 CB2262.hand held GPS observations or other comparable positioning techniques
 CB2262.and have an estimated accuracy of +/- 3 meters.
 CB2262
 CB2262.The orthometric height was determined by differential leveling and
 CB2262.adjusted by the NATIONAL GEODETIC SURVEY
 CB2262.in February 2021.
 CB2262
 CB2262.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2262.GEOID18 height accuracy estimate available here.
 CB2262
 CB2262.Click photographs - Photos may exist for this station.
 CB2262
 CB2262.The dynamic height is computed by dividing the NAVD 88
 CB2262.geopotential number by the normal gravity value computed on the
 CB2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2262.degrees latitude (g = 980.6199 gals.).
 CB2262
 CB2262.The modeled gravity was interpolated from observed gravity values.
 CB2262
 CB2262;                    North         East    Units  Estimated Accuracy
 CB2262;SPC NJ       -    98,518.0     171,435.0     MT  (+/- 3 meters HH1 GPS) 
 CB2262
 CB2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6428297009(NAD 83)
 CB2262
 CB2262                          SUPERSEDED SURVEY CONTROL
 CB2262
 CB2262.No superseded survey control is available for this station.
 CB2262
 CB2262_MARKER: DR = REFERENCE MARK DISK
 CB2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2262_STAMPING: MCKINLAY NO 3 1932
 CB2262_MARK LOGO: CGS
 CB2262_PROJECTION: FLUSH
 CB2262_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2262+STABILITY: SURFACE MOTION
 CB2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB2262+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2019
 CB2262
 CB2262  HISTORY     - Date     Condition        Report By
 CB2262  HISTORY     - 1932     MONUMENTED       CGS
 CB2262  HISTORY     - 20190503 GOOD             NJGS
 CB2262
 CB2262                          STATION DESCRIPTION
 CB2262
 CB2262'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 CB2262'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF WEST
 CB2262'CREEK, 6.5 MI (10.5 KM) NORTHWEST OF SHIP BOTTOM AND 5.2 MI (8.4 KM)
 CB2262'SOUTHEAST OF BROOKVILLE, IN STAFFORD TOWNSHIP.
 CB2262'
 CB2262'TO REACH FROM THE OF THE CENTER OF THE NEW JERSEY STATE ROUTE 72
 CB2262'BRIDGE OVER U.S. HIGHWAY 9, GO 1.8 MI (2.9 KM) NORTH-NORTHEAST ON U.S.
 CB2262'HIGHWAY 9 TO THE T-JUNCTION WITH SILO ROAD ON THE LEFT.  TURN LEFT AND
 CB2262'GO 0.25 MI (0.40 KM) NORTHWEST ON SILO ROAD TO THE STATION ON THE LEFT
 CB2262'ON THE SOUTHWEST SIDE OF SILO ROAD.
 CB2262'
 CB2262'THE STATION IS 55.5 FT (16.9 M) SOUTHWEST OF THE CENTERLINE OF SILO
 CB2262'ROAD, 70.4 FT (21.5 M) NORTHWEST OF POLE NUMBER 85127-42508, 40 FT
 CB2262'(12.2 M) SOUTHWEST OF THE CURB OF SILO ROAD AND 218 FT (66.4 M)
 CB2262'NORTHWEST OF THE CENTERLINE JUNCTION OF SILO ROAD AND PROSPECT AVENUE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4259 ***********************************************************************
 KV4259  DESIGNATION -  MEADOW
 KV4259  PID         -  KV4259
 KV4259  STATE/COUNTY-  NJ/HUDSON
 KV4259  COUNTRY     -  US
 KV4259  USGS QUAD   -  JERSEY CITY (2019)
 KV4259
 KV4259                         *CURRENT SURVEY CONTROL
 KV4259  ______________________________________________________________________
 KV4259* NAD 83(1996) POSITION- 40 44 08.84270(N) 074 05 30.41982(W)   ADJUSTED
 KV4259* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4259  ______________________________________________________________________
 KV4259  GEOID HEIGHT    -        -32.083 (meters)                     GEOID18
 KV4259  LAPLACE CORR    -          6.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4259.GEOID18 height accuracy estimate available here.
 KV4259
 KV4259.Click photographs - Photos may exist for this station.
 KV4259
 KV4259.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4259
 KV4259. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000493  x   0.99991463  =   0.99991956
 KV4259!SPC NY L     -   1.00000493  x   0.99999688  =   1.00000181
 KV4259!UTM  18      -   1.00000493  x   0.99967238  =   0.99967731
 KV4259
 KV4259:                Primary Azimuth Mark                     Grid Az
 KV4259:SPC NJ       -  CANAL                                    189 12 44.9
 KV4259:SPC NY L     -  CANAL                                    189 32 20.0
 KV4259:UTM  18      -  CANAL                                    188 53 10.2
 KV4259
 KV4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7668709824(NAD 83)
 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  USSD        -  40 44 08.85600(N)    074 05 31.80600(W) AD(       ) 3
 KV4259
 KV4259.Superseded values are not recommended for survey control.
 KV4259
 KV4259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4259.See file dsdata.pdf to determine how the superseded data were derived.
 KV4259
 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 = JULY 24, 2026 22:12:30 EDT
 KV5846 ***********************************************************************
 KV5846  DESIGNATION -  MEADOW
 KV5846  PID         -  KV5846
 KV5846  STATE/COUNTY-  NJ/MIDDLESEX
 KV5846  COUNTRY     -  US
 KV5846  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5846
 KV5846                         *CURRENT SURVEY CONTROL
 KV5846  ______________________________________________________________________
 KV5846* NAD 83(2011) POSITION- 40 29 52.79889(N) 074 23 24.58512(W)   ADJUSTED
 KV5846* NAD 83(2011) ELLIP HT-   -15.555 (meters)        (06/27/12)   ADJUSTED
 KV5846* NAD 83(2011) EPOCH   -  2010.00
 KV5846* NAVD 88 ORTHO HEIGHT -    17.2   (meters)       56.    (feet) GPS OBS
 KV5846  ______________________________________________________________________
 KV5846  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5846  GEOID HEIGHT    -        -32.775 (meters)                     GEOID18
 KV5846  NAD 83(2011) X  -  1,306,938.017 (meters)                     COMP
 KV5846  NAD 83(2011) Y  - -4,677,824.970 (meters)                     COMP
 KV5846  NAD 83(2011) Z  -  4,120,180.881 (meters)                     COMP
 KV5846  LAPLACE CORR    -          5.51  (seconds)                    DEFLEC18
 KV5846
 KV5846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5846  Standards:
 KV5846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5846  -------------------------------------------------------------------
 KV5846  NETWORK    0.55   0.90           0.23   0.22   0.46      0.13184864
 KV5846  -------------------------------------------------------------------
 KV5846  Click here for local accuracies and other accuracy information.
 KV5846
 KV5846.The horizontal coordinates were established by GPS observations
 KV5846.and adjusted by the National Geodetic Survey in June 2012.
 KV5846
 KV5846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5846.been affixed to the stable North American tectonic plate. See 
 KV5846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5846
 KV5846.The horizontal coordinates are valid at the epoch date displayed above
 KV5846.which is a decimal equivalence of Year/Month/Day.
 KV5846
 KV5846.The orthometric height was determined by GPS observations and a
 KV5846.high-resolution geoid model.
 KV5846
 KV5846.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5846.GEOID18 height accuracy estimate available here.
 KV5846
 KV5846.Click photographs - Photos may exist for this station.
 KV5846
 KV5846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5846
 KV5846.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5846
 KV5846.The ellipsoidal height was determined by GPS observations
 KV5846.and is referenced to NAD 83.
 KV5846
 KV5846. The following values were computed from the NAD 83(2011) position.
 KV5846
 KV5846;                    North         East     Units Scale Factor Converg.
 KV5846;SPC NJ       -   184,812.272   159,310.023   MT  0.99990107   +0 04 16.8
 KV5846;SPC NJ       -   606,338.26    522,669.63   sFT  0.99990107   +0 04 16.8
 KV5846;UTM  18      - 4,483,211.298   551,675.570   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5167583211(NAD 83)
 KV5846
 KV5846                          SUPERSEDED SURVEY CONTROL
 KV5846
 KV5846  NAD 83(2007)-  40 29 52.79921(N)    074 23 24.58574(W) AD(2002.00) 0
 KV5846  ELLIP H (02/10/07)  -15.544  (m)                       GP(2002.00)    
 KV5846  ELLIP H (10/23/02)  -15.543  (m)                       GP(       ) 4 1
 KV5846  NAD 83(1996)-  40 29 52.79949(N)    074 23 24.58597(W) AD(       ) 1
 KV5846  ELLIP H (05/14/99)  -15.539  (m)                       GP(       ) 4 1
 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)  RAPSU86  model used  GPS OBS        
 KV5846
 KV5846.Superseded values are not recommended for survey control.
 KV5846
 KV5846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5846.See file dsdata.pdf to determine how the superseded data were derived.
 KV5846
 KV5846_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5846_STAMPING: MEADOW
 KV5846_MARK LOGO: PSEG
 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 - June 06, 2023
 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  HISTORY     - 20230606 GOOD             NJGS
 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.
 KV5846
 KV5846                          STATION RECOVERY (2023)
 KV5846
 KV5846'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV5846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5239 ***********************************************************************
 KV5239  DESIGNATION -  MEADOW B C N MNR 3
 KV5239  PID         -  KV5239
 KV5239  STATE/COUNTY-  NJ/MONMOUTH
 KV5239  COUNTRY     -  US
 KV5239  USGS QUAD   -  POINT PLEASANT (2019)
 KV5239
 KV5239                         *CURRENT SURVEY CONTROL
 KV5239  ______________________________________________________________________
 KV5239* NAD 83(1996) POSITION- 40 06 22.59173(N) 074 02 26.72531(W)   ADJUSTED
 KV5239* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5239  ______________________________________________________________________
 KV5239  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 KV5239  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5239.GEOID18 height accuracy estimate available here.
 KV5239
 KV5239.Click photographs - Photos may exist for this station.
 KV5239
 KV5239.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5239
 KV5239. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8175439993(NAD 83)
 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
 KV5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5239.See file dsdata.pdf to determine how the superseded data were derived.
 KV5239
 KV5239_MARKER: I = METAL ROD
 KV5239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV4933 ***********************************************************************
 KV4933  DESIGNATION -  MEASURED MILE NORTH
 KV4933  PID         -  KV4933
 KV4933  STATE/COUNTY-  NJ/MONMOUTH
 KV4933  COUNTRY     -  US
 KV4933  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4933
 KV4933                         *CURRENT SURVEY CONTROL
 KV4933  ______________________________________________________________________
 KV4933* NAD 83(1996) POSITION- 40 27 52.16795(N) 074 00 24.57798(W)   ADJUSTED
 KV4933* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4933  ______________________________________________________________________
 KV4933  GEOID HEIGHT    -        -32.447 (meters)                     GEOID18
 KV4933  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4933.GEOID18 height accuracy estimate available here.
 KV4933
 KV4933.Click photographs - Photos may exist for this station.
 KV4933
 KV4933.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4933
 KV4933. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4933:SPC NJ       -  SANDY HOOK LH LIGHT 1835                 126 48 02.2
 KV4933:UTM  18      -  SANDY HOOK LH LIGHT 1835                 126 28 33.9
 KV4933
 KV4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8420079786(NAD 83)
 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
 KV4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4933.See file dsdata.pdf to determine how the superseded data were derived.
 KV4933
 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 = JULY 24, 2026 22:12:30 EDT
 KV4940 ***********************************************************************
 KV4940  DESIGNATION -  MEASURED MILE SOUTH
 KV4940  PID         -  KV4940
 KV4940  STATE/COUNTY-  NJ/MONMOUTH
 KV4940  COUNTRY     -  US
 KV4940  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4940
 KV4940                         *CURRENT SURVEY CONTROL
 KV4940  ______________________________________________________________________
 KV4940* NAD 83(1996) POSITION- 40 26 52.46562(N) 074 00 15.76343(W)   ADJUSTED
 KV4940* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4940  ______________________________________________________________________
 KV4940  GEOID HEIGHT    -        -32.478 (meters)                     GEOID18
 KV4940  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4940.GEOID18 height accuracy estimate available here.
 KV4940
 KV4940.Click photographs - Photos may exist for this station.
 KV4940
 KV4940.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4940
 KV4940. The following values were computed from the NAD 83(1996) position.
 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  =   0.99969273
 KV4940
 KV4940:                Primary Azimuth Mark                     Grid Az
 KV4940:SPC NJ       -  MEASURED MILE NORTH                      353 14 40.8
 KV4940:UTM  18      -  MEASURED MILE NORTH                      352 55 13.0
 KV4940
 KV4940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8442877948(NAD 83)
 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
 KV4940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4940.See file dsdata.pdf to determine how the superseded data were derived.
 KV4940
 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 = JULY 24, 2026 22:12:30 EDT
 KV3968 ***********************************************************************
 KV3968  DESIGNATION -  MEHR
 KV3968  PID         -  KV3968
 KV3968  STATE/COUNTY-  NJ/BERGEN
 KV3968  COUNTRY     -  US
 KV3968  USGS QUAD   -  WEEHAWKEN (2016)
 KV3968
 KV3968                         *CURRENT SURVEY CONTROL
 KV3968  ______________________________________________________________________
 KV3968* NAD 83(1996) POSITION- 40 50 37.36017(N) 074 01 51.15600(W)   ADJUSTED
 KV3968* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3968  ______________________________________________________________________
 KV3968  GEOID HEIGHT    -        -31.832 (meters)                     GEOID18
 KV3968  LAPLACE CORR    -          7.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3968.GEOID18 height accuracy estimate available here.
 KV3968
 KV3968.Click photographs - Photos may exist for this station.
 KV3968
 KV3968.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3968
 KV3968. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99991926  =   0.99992414
 KV3968!SPC NY L     -   1.00000489  x   0.99999491  =   0.99999980
 KV3968!UTM  18      -   1.00000489  x   0.99968215  =   0.99968703
 KV3968
 KV3968:                Primary Azimuth Mark                     Grid Az
 KV3968:SPC NJ       -  WEST TOLL                                353 00 34.3
 KV3968:SPC NY L     -  WEST TOLL                                353 20 11.5
 KV3968:UTM  18      -  WEST TOLL                                352 40 57.0
 KV3968
 KV3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8169721859(NAD 83)
 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
 KV3968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3968.See file dsdata.pdf to determine how the superseded data were derived.
 KV3968
 KV3968_MARKER: DS = TRIANGULATION STATION DISK
 KV3968_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3968_MARK LOGO: CGS
 KV3968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV6803 ***********************************************************************
 KV6803  DESIGNATION -  MERCER CBL 150
 KV6803  PID         -  KV6803
 KV6803  STATE/COUNTY-  NJ/MERCER
 KV6803  COUNTRY     -  US
 KV6803  USGS QUAD   -  PRINCETON (2019)
 KV6803
 KV6803                         *CURRENT SURVEY CONTROL
 KV6803  ______________________________________________________________________
 KV6803* NAD 83(2011) POSITION- 40 15 07.68164(N) 074 38 46.54930(W)   ADJUSTED
 KV6803* NAD 83(2011) ELLIP HT-    -2.423 (meters)        (06/27/12)   ADJUSTED
 KV6803* NAD 83(2011) EPOCH   -  2010.00
 KV6803* NAVD 88 ORTHO HEIGHT -    30.6   (meters)      100.    (feet) VERTCON3
 KV6803  ______________________________________________________________________
 KV6803  GEOID HEIGHT    -        -32.978 (meters)                     GEOID18
 KV6803  NAD 83(2011) X  -  1,290,701.420 (meters)                     COMP
 KV6803  NAD 83(2011) Y  - -4,700,683.923 (meters)                     COMP
 KV6803  NAD 83(2011) Z  -  4,099,390.670 (meters)                     COMP
 KV6803  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 KV6803
 KV6803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6803  Standards:
 KV6803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6803  -------------------------------------------------------------------
 KV6803  NETWORK    0.61   0.71           0.24   0.26   0.36     -0.12214305
 KV6803  -------------------------------------------------------------------
 KV6803  Click here for local accuracies and other accuracy information.
 KV6803
 KV6803.The horizontal coordinates were established by GPS observations
 KV6803.and adjusted by the National Geodetic Survey in June 2012.
 KV6803
 KV6803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6803.been affixed to the stable North American tectonic plate. See 
 KV6803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6803
 KV6803.The horizontal coordinates are valid at the epoch date displayed above
 KV6803.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6803.GEOID18 height accuracy estimate available here.
 KV6803
 KV6803.Click photographs - Photos may exist for this station.
 KV6803
 KV6803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6803
 KV6803.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6803
 KV6803.The ellipsoidal height was determined by GPS observations
 KV6803.and is referenced to NAD 83.
 KV6803
 KV6803. The following values were computed from the NAD 83(2011) position.
 KV6803
 KV6803;                    North         East     Units Scale Factor Converg.
 KV6803;SPC NJ       -   157,518.064   137,557.280   MT  0.99990191   -0 05 40.2
 KV6803;SPC NJ       -   516,790.51    451,302.51   sFT  0.99990191   -0 05 40.2
 KV6803;UTM  18      - 4,455,802.220   530,083.508   MT  0.99961114   +0 13 42.8
 KV6803
 KV6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6803!SPC NJ       -   1.00000038  x   0.99990191  =   0.99990229
 KV6803!UTM  18      -   1.00000038  x   0.99961114  =   0.99961152
 KV6803
 KV6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3008355802(NAD 83)
 KV6803
 KV6803                          SUPERSEDED SURVEY CONTROL
 KV6803
 KV6803  NAD 83(2007)-  40 15 07.68208(N)    074 38 46.55001(W) AD(2002.00) 0
 KV6803  ELLIP H (02/10/07)   -2.409  (m)                       GP(2002.00)    
 KV6803  ELLIP H (10/23/02)   -2.382  (m)                       GP(       ) 4 1
 KV6803  NAD 83(1996)-  40 15 07.68233(N)    074 38 46.55008(W) AD(       ) 1
 KV6803  ELLIP H (05/14/99)   -2.384  (m)                       GP(       ) 4 1
 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)  GEOID90  model used  GPS OBS        
 KV6803
 KV6803.Superseded values are not recommended for survey control.
 KV6803
 KV6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6803.See file dsdata.pdf to determine how the superseded data were derived.
 KV6803
 KV6803_MARKER: DQ = CALIBRATION BASE LINE DISK
 KV6803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - October 28, 2011
 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  HISTORY     - 20111028 GOOD             INDIV
 KV6803  HISTORY     - 20241213 MARK NOT FOUND   NJGS
 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
 KV6803
 KV6803                          STATION RECOVERY (2011)
 KV6803
 KV6803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (AJB)
 KV6803'FIELD AROUND MARK IS OVERGROWN WITH HIGH WEEDS
 KV6803
 KV6803                          STATION RECOVERY (2024)
 KV6803
 KV6803'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2024 (MI)
 KV6803'UNABLE TO RECOVER AT THIS TIME AS IT SHOULD BE NOTED THAT PUBLISHED
 KV6803'POSITION NOW PLACES MARKER IN A CLOSED FENCE IN AREA FOR A SOLAR FIELD
 KV6803'ON THE COLLEGE GROUNDS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4930 ***********************************************************************
 KV4930  DESIGNATION -  MET 1940
 KV4930  PID         -  KV4930
 KV4930  STATE/COUNTY-  NJ/MONMOUTH
 KV4930  COUNTRY     -  US
 KV4930  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4930
 KV4930                         *CURRENT SURVEY CONTROL
 KV4930  ______________________________________________________________________
 KV4930* NAD 83(1996) POSITION- 40 28 01.00461(N) 074 00 08.22503(W)   ADJUSTED
 KV4930* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV4930  ______________________________________________________________________
 KV4930  GEOID HEIGHT    -        -32.450 (meters)                     GEOID18
 KV4930  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4930.GEOID18 height accuracy estimate available here.
 KV4930
 KV4930.Click photographs - Photos may exist for this station.
 KV4930
 KV4930.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4930
 KV4930. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000483  x   0.99992192  =   0.99992675
 KV4930!UTM  18      -   1.00000483  x   0.99968806  =   0.99969289
 KV4930
 KV4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8458280063(NAD 83)
 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
 KV4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4930.See file dsdata.pdf to determine how the superseded data were derived.
 KV4930
 KV4930_MARKER: DS = TRIANGULATION STATION DISK
 KV4930_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5847 ***********************************************************************
 KV5847  DESIGNATION -  METSTA
 KV5847  PID         -  KV5847
 KV5847  STATE/COUNTY-  NJ/MIDDLESEX
 KV5847  COUNTRY     -  US
 KV5847  USGS QUAD   -  PERTH AMBOY (2016)
 KV5847
 KV5847                         *CURRENT SURVEY CONTROL
 KV5847  ______________________________________________________________________
 KV5847* NAD 83(2011) POSITION- 40 32 08.12262(N) 074 20 36.96731(W)   ADJUSTED
 KV5847* NAD 83(2011) ELLIP HT-    -2.653 (meters)        (06/27/12)   ADJUSTED
 KV5847* NAD 83(2011) EPOCH   -  2010.00
 KV5847* NAVD 88 ORTHO HEIGHT -    30.04  (meters)       98.6   (feet) LEVELING
 KV5847  ______________________________________________________________________
 KV5847  GEOID HEIGHT    -        -32.692 (meters)                     GEOID18
 KV5847  NAD 83(2011) X  -  1,310,009.757 (meters)                     COMP
 KV5847  NAD 83(2011) Y  - -4,674,159.599 (meters)                     COMP
 KV5847  NAD 83(2011) Z  -  4,123,362.518 (meters)                     COMP
 KV5847  LAPLACE CORR    -          5.49  (seconds)                    DEFLEC18
 KV5847  VERT ORDER      -  THIRD ?
 KV5847
 KV5847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5847  Standards:
 KV5847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5847  -------------------------------------------------------------------
 KV5847  NETWORK    0.36   0.55           0.15   0.14   0.28      0.11352775
 KV5847  -------------------------------------------------------------------
 KV5847  Click here for local accuracies and other accuracy information.
 KV5847
 KV5847.The horizontal coordinates were established by GPS observations
 KV5847.and adjusted by the National Geodetic Survey in June 2012.
 KV5847
 KV5847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5847.been affixed to the stable North American tectonic plate. See 
 KV5847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5847
 KV5847.The horizontal coordinates are valid at the epoch date displayed above
 KV5847.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5847.GEOID18 height accuracy estimate available here.
 KV5847
 KV5847.Click photographs - Photos may exist for this station.
 KV5847
 KV5847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5847
 KV5847.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5847
 KV5847.The ellipsoidal height was determined by GPS observations
 KV5847.and is referenced to NAD 83.
 KV5847
 KV5847. The following values were computed from the NAD 83(2011) position.
 KV5847
 KV5847;                    North         East     Units Scale Factor Converg.
 KV5847;SPC NJ       -   188,991.969   163,249.175   MT  0.99990216   +0 06 05.9
 KV5847;SPC NJ       -   620,051.15    535,593.33   sFT  0.99990216   +0 06 05.9
 KV5847;SPC NY L     -    41,024.216   270,888.809   MT  1.00000988   -0 13 29.1
 KV5847;SPC NY L     -   134,593.62    888,741.03   sFT  1.00000988   -0 13 29.1
 KV5847;UTM  18      - 4,487,412.143   555,589.920   MT  0.99963804   +0 25 35.8
 KV5847
 KV5847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5847!SPC NJ       -   1.00000042  x   0.99990216  =   0.99990258
 KV5847!SPC NY L     -   1.00000042  x   1.00000988  =   1.00001030
 KV5847!UTM  18      -   1.00000042  x   0.99963804  =   0.99963846
 KV5847
 KV5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5558987412(NAD 83)
 KV5847
 KV5847                          SUPERSEDED SURVEY CONTROL
 KV5847
 KV5847  NAD 83(2007)-  40 32 08.12294(N)    074 20 36.96796(W) AD(2002.00) 0
 KV5847  ELLIP H (02/10/07)   -2.644  (m)                       GP(2002.00)    
 KV5847  ELLIP H (10/23/02)   -2.643  (m)                       GP(       ) 4 1
 KV5847  NAD 83(1996)-  40 32 08.12317(N)    074 20 36.96816(W) AD(       ) 1
 KV5847  ELLIP H (05/14/99)   -2.639  (m)                       GP(       ) 4 1
 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)   -2.712  (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              30.44   (m)           99.9    (f) LEVELING    3  
 KV5847
 KV5847.Superseded values are not recommended for survey control.
 KV5847
 KV5847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5847.See file dsdata.pdf to determine how the superseded data were derived.
 KV5847
 KV5847_MARKER: DD = SURVEY DISK
 KV5847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5847_STAMPING: METSTA
 KV5847_MARK LOGO: PSEG
 KV5847_PROJECTION: RECESSED 15 CENTIMETERS
 KV5847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5847+STABILITY: SURFACE MOTION
 KV5847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5847+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2021
 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  HISTORY     - 20080731 GOOD             INDIV
 KV5847  HISTORY     - 20110621 GOOD             AASCO
 KV5847  HISTORY     - 20160510 GOOD             AAAS
 KV5847  HISTORY     - 20210806 GOOD             NJGS
 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
 KV5847
 KV5847                          STATION RECOVERY (2008)
 KV5847
 KV5847'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GLB)
 KV5847'THE MONUMENT WAS RECOVERED IN GOOD CONDITION. THE NEW CONSTRUCTION OF
 KV5847'RAMP FROM RT.1 TO AMBOY AVE. DID NOT DISTURB THE MONUMENT.SUBMITED BY
 KV5847'GREG BURKE FROM ATLANTIS AERIAL SURVEY CO.
 KV5847
 KV5847                          STATION RECOVERY (2011)
 KV5847
 KV5847'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2011 (EJD)
 KV5847'RAMP ALIGNMENT MOVED.  NOW STATION IS 6.43 M, (21.1FEET),
 KV5847'SOUTHEASTERLY FROM FACE OF GUIDE RAIL AT SOUTHEASTERLY SIDE OF RAMP.
 KV5847'DISTANCE TO TOWER LEG OK.  STATION IS IN HOLE 6 INCHES DEEP FILLED
 KV5847'WITH ROCKS AND DEBRIS.
 KV5847
 KV5847                          STATION RECOVERY (2016)
 KV5847
 KV5847'RECOVERY NOTE BY ARORA AND ASSOCIATES 2016 (FAC)
 KV5847'THE ELECTRIC TRANSMISSION TOWER REFERENCED IN THE ORIGINAL DESCRIPTION
 KV5847'HAS BEEN DISMANTLED.  NEW TOWERS ARE BEING ERECTED IN THE VICINITY.
 KV5847'IT APPEARS THAT THE STATION IS NOT IN DANGER OF BEING DISTURBED.
 KV5847
 KV5847                          STATION RECOVERY (2021)
 KV5847
 KV5847'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV5847'OPUS OBSERVATIONS ONLY RECEIVED 45 PERCENT OBSERVATION USED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3371 ***********************************************************************
 JU3371  DESIGNATION -  MIAH MAULL SHOAL LIGHT
 JU3371  PID         -  JU3371
 JU3371  STATE/COUNTY-  NJ/CUMBERLAND
 JU3371  COUNTRY     -  US
 JU3371  USGS QUAD   -  FORTESCUE (2019)
 JU3371
 JU3371                         *CURRENT SURVEY CONTROL
 JU3371  ______________________________________________________________________
 JU3371* NAD 83(1996) POSITION- 39 07 35.94598(N) 075 12 31.24928(W)   ADJUSTED
 JU3371* NAVD 88 ORTHO HEIGHT -    26.    (meters)       85.    (feet) SCALED
 JU3371  ______________________________________________________________________
 JU3371  GEOID HEIGHT    -        -34.860 (meters)                     GEOID18
 JU3371  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3371.GEOID18 height accuracy estimate available here.
 JU3371
 JU3371.Click photographs - Photos may exist for this station.
 JU3371
 JU3371.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3371
 JU3371. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000133  x   0.99994622  =   0.99994755
 JU3371!UTM  18      -   1.00000133  x   0.99960401  =   0.99960534
 JU3371
 JU3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8196230852(NAD 83)
 JU3371
 JU3371                          SUPERSEDED SURVEY CONTROL
 JU3371
 JU3371  NAD 83(1991)-  39 07 35.93831(N)    075 12 31.25095(W) AD(       ) 3
 JU3371  NAD 83(1986)-  39 07 35.93033(N)    075 12 31.25592(W) AD(       ) 3
 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
 JU3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3371.See file dsdata.pdf to determine how the superseded data were derived.
 JU3371
 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 = JULY 24, 2026 22:12:30 EDT
 KV5434 ***********************************************************************
 KV5434  DESIGNATION -  MICHELIN RUBBER CO EAST STACK
 KV5434  PID         -  KV5434
 KV5434  STATE/COUNTY-  NJ/MIDDLESEX
 KV5434  COUNTRY     -  US
 KV5434  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5434
 KV5434                         *CURRENT SURVEY CONTROL
 KV5434  ______________________________________________________________________
 KV5434* NAD 83(1996) POSITION- 40 26 58.99142(N) 074 26 16.52770(W)   ADJUSTED
 KV5434  ______________________________________________________________________
 KV5434  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 KV5434  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5434.GEOID18 height accuracy estimate available here.
 KV5434
 KV5434.Click photographs - Photos may exist for this station.
 KV5434
 KV5434.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5434
 KV5434. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4766277825(NAD 83)
 KV5434
 KV5434                          SUPERSEDED SURVEY CONTROL
 KV5434
 KV5434  NAD 83(1996)-  40 26 58.99129(N)    074 26 16.52892(W) AD(       ) 3
 KV5434  NAD 83(1986)-  40 26 58.99233(N)    074 26 16.52909(W) AD(       ) 3
 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
 KV5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5434.See file dsdata.pdf to determine how the superseded data were derived.
 KV5434
 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 = JULY 24, 2026 22:12:30 EDT
 JU3067 ***********************************************************************
 JU3067  DESIGNATION -  MID PET
 JU3067  PID         -  JU3067
 JU3067  STATE/COUNTY-  NJ/CAMDEN
 JU3067  COUNTRY     -  US
 JU3067  USGS QUAD   -  CAMDEN (2019)
 JU3067
 JU3067                         *CURRENT SURVEY CONTROL
 JU3067  ______________________________________________________________________
 JU3067* NAD 83(1996) POSITION- 39 58 12.42185(N) 075 06 03.29491(W)   ADJUSTED
 JU3067* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3067  ______________________________________________________________________
 JU3067  GEOID HEIGHT    -        -32.927 (meters)                     GEOID18
 JU3067  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3067.GEOID18 height accuracy estimate available here.
 JU3067
 JU3067.Click photographs - Photos may exist for this station.
 JU3067
 JU3067.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3067
 JU3067. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960597
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9138224445(NAD 83)
 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
 JU3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3067.See file dsdata.pdf to determine how the superseded data were derived.
 JU3067
 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 = JULY 24, 2026 22:12:30 EDT
 HU1274 ***********************************************************************
 HU1274  DESIGNATION -  MIDDLE
 HU1274  PID         -  HU1274
 HU1274  STATE/COUNTY-  NJ/CAPE MAY
 HU1274  COUNTRY     -  US
 HU1274  USGS QUAD   -  WILDWOOD (2019)
 HU1274
 HU1274                         *CURRENT SURVEY CONTROL
 HU1274  ______________________________________________________________________
 HU1274* NAD 83(2011) POSITION- 38 57 21.79285(N) 074 52 24.98166(W)   ADJUSTED
 HU1274* NAD 83(2011) ELLIP HT-   -26.121 (meters)        (06/27/12)   ADJUSTED
 HU1274* NAD 83(2011) EPOCH   -  2010.00
 HU1274* NAVD 88 ORTHO HEIGHT -     9.404 (meters)       30.85  (feet) ADJUSTED
 HU1274  ______________________________________________________________________
 HU1274  GEOID HEIGHT    -        -35.515 (meters)                     GEOID18
 HU1274  NAD 83(2011) X  -  1,295,971.990 (meters)                     COMP
 HU1274  NAD 83(2011) Y  - -4,794,303.459 (meters)                     COMP
 HU1274  NAD 83(2011) Z  -  3,988,507.948 (meters)                     COMP
 HU1274  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 HU1274  DYNAMIC HEIGHT  -          9.398 (meters)       30.83  (feet) COMP
 HU1274  MODELED GRAVITY -    980,049.0   (mgal)                       NAVD 88
 HU1274
 HU1274  VERT ORDER      -  FIRST     CLASS II
 HU1274
 HU1274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU1274  Standards:
 HU1274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU1274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU1274  -------------------------------------------------------------------
 HU1274  NETWORK    0.59   0.94           0.25   0.23   0.48     -0.10266003
 HU1274  -------------------------------------------------------------------
 HU1274  Click here for local accuracies and other accuracy information.
 HU1274
 HU1274.The horizontal coordinates were established by GPS observations
 HU1274.and adjusted by the National Geodetic Survey in June 2012.
 HU1274
 HU1274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU1274.been affixed to the stable North American tectonic plate. See 
 HU1274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU1274
 HU1274.The horizontal coordinates are valid at the epoch date displayed above
 HU1274.which is a decimal equivalence of Year/Month/Day.
 HU1274
 HU1274.The orthometric height was determined by differential leveling and
 HU1274.adjusted by the NATIONAL GEODETIC SURVEY
 HU1274.in September 1996.
 HU1274
 HU1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1274.GEOID18 height accuracy estimate available here.
 HU1274
 HU1274.Click photographs - Photos may exist for this station.
 HU1274
 HU1274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1274
 HU1274.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1274
 HU1274.The ellipsoidal height was determined by GPS observations
 HU1274.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 HU1274
 HU1274;                    North         East     Units Scale Factor Converg.
 HU1274;SPC NJ       -    13,688.614   117,619.033   MT  0.99991291   -0 14 05.6
 HU1274;SPC NJ       -    44,910.06    385,888.44   sFT  0.99991291   -0 14 05.6
 HU1274;UTM  18      - 4,311,907.414   510,951.446   MT  0.99960148   +0 04 46.1
 HU1274
 HU1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1274!SPC NJ       -   1.00000410  x   0.99991291  =   0.99991701
 HU1274!UTM  18      -   1.00000410  x   0.99960148  =   0.99960558
 HU1274
 HU1274:                Primary Azimuth Mark                     Grid Az
 HU1274:SPC NJ       -  MIDDLE AZ MK                             087 37 53.6
 HU1274:UTM  18      -  MIDDLE AZ MK                             087 19 01.9
 HU1274
 HU1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1095111907(NAD 83)
 HU1274
 HU1274|---------------------------------------------------------------------|
 HU1274| PID    Reference Object                     Distance      Geod. Az  |
 HU1274|                                                           dddmmss.s |
 HU1274| JU2954 NORTH WILDWOOD NORTH STANDPIPE      APPROX. 8.6 KM 0504534.4 |
 HU1274| HU1263 WILDWOOD STANDPIPE                  APPROX. 6.6 KM 0520647.0 |
 HU1274| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 3.6 KM 0561405.1 |
 HU1274| AB6650 MIDDLE AZ MK                                       0872348.0 |
 HU1274| HU1266 TWO MILE BEACH RADIO MAST           APPROX. 1.6 KM 1081848.8 |
 HU1274| AB6653 MIDDLE RM 1                          16.180 METERS 14111     |
 HU1274| HU1277 CAPE MAY CG ELECTRONICS MAST 1      APPROX. 0.9 KM 1411408.0 |
 HU1274| AB6654 MIDDLE RM 2                           7.598 METERS 20553     |
 HU1274| HU1283 CAPE MAY COAST GUARD TANK           APPROX. 1.5 KM 2271830.9 |
 HU1274| HU1302 CAPE MAY CG TEL REPEATER TOWER      APPROX. 3.1 KM 2454414.5 |
 HU1274|---------------------------------------------------------------------|
 HU1274
 HU1274                          SUPERSEDED SURVEY CONTROL
 HU1274
 HU1274  NAD 83(2007)-  38 57 21.79314(N)    074 52 24.98240(W) AD(2002.00) 0
 HU1274  ELLIP H (02/10/07)  -26.106  (m)                       GP(2002.00)    
 HU1274  ELLIP H (10/23/02)  -26.087  (m)                       GP(       ) 4 1
 HU1274  NAD 83(1996)-  38 57 21.79314(N)    074 52 24.98212(W) AD(       ) 1
 HU1274  ELLIP H (05/14/99)  -26.096  (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)  -26.170  (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  NAVD 88 (03/31/93)    9.4    (m)  UNKNOWN  model used  GPS OBS        
 HU1274
 HU1274.Superseded values are not recommended for survey control.
 HU1274
 HU1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1274.See file dsdata.pdf to determine how the superseded data were derived.
 HU1274
 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 - October 23, 2007
 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  HISTORY     - 20071023 GOOD             NJDEP
 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.
 HU1274
 HU1274                          STATION RECOVERY (2007)
 HU1274
 HU1274'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 HU1274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2874 ***********************************************************************
 JU2874  DESIGNATION -  MIDDLE
 JU2874  PID         -  JU2874
 JU2874  STATE/COUNTY-  NJ/ATLANTIC
 JU2874  COUNTRY     -  US
 JU2874  USGS QUAD   -  MARMORA (2019)
 JU2874
 JU2874                         *CURRENT SURVEY CONTROL
 JU2874  ______________________________________________________________________
 JU2874* NAD 83(1996) POSITION- 39 19 17.94401(N) 074 42 31.32154(W)   ADJUSTED
 JU2874* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2874  ______________________________________________________________________
 JU2874  GEOID HEIGHT    -        -34.332 (meters)                     GEOID18
 JU2874  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2874.GEOID18 height accuracy estimate available here.
 JU2874
 JU2874.Click photographs - Photos may exist for this station.
 JU2874
 JU2874.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2874
 JU2874. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000529  x   0.99990399  =   0.99990928
 JU2874!UTM  18      -   1.00000529  x   0.99960776  =   0.99961305
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2510952511(NAD 83)
 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
 JU2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2874.See file dsdata.pdf to determine how the superseded data were derived.
 JU2874
 JU2874_MARKER: DS = TRIANGULATION STATION DISK
 JU2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2874_STAMPING: MIDDLE 1935
 JU2874_MARK LOGO: CGS
 JU2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2874+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU4444 ***********************************************************************
 JU4444  DESIGNATION -  MIDDLE 1
 JU4444  PID         -  JU4444
 JU4444  STATE/COUNTY-  NJ/CAPE MAY
 JU4444  COUNTRY     -  US
 JU4444  USGS QUAD   -  STONE HARBOR (2019)
 JU4444
 JU4444                         *CURRENT SURVEY CONTROL
 JU4444  ______________________________________________________________________
 JU4444* NAD 83(2011) POSITION- 39 02 13.67072(N) 074 50 55.98531(W)   ADJUSTED
 JU4444* NAD 83(2011) ELLIP HT-   -31.218 (meters)        (06/27/12)   ADJUSTED
 JU4444* NAD 83(2011) EPOCH   -  2010.00
 JU4444* NAVD 88 ORTHO HEIGHT -     4.055 (meters)       13.30  (feet) ADJUSTED
 JU4444  ______________________________________________________________________
 JU4444  GEOID HEIGHT    -        -35.304 (meters)                     GEOID18
 JU4444  NAD 83(2011) X  -  1,296,559.051 (meters)                     COMP
 JU4444  NAD 83(2011) Y  - -4,788,272.945 (meters)                     COMP
 JU4444  NAD 83(2011) Z  -  3,995,499.995 (meters)                     COMP
 JU4444  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 JU4444  DYNAMIC HEIGHT  -          4.053 (meters)       13.30  (feet) COMP
 JU4444  MODELED GRAVITY -    980,059.6   (mgal)                       NAVD 88
 JU4444
 JU4444  VERT ORDER      -  FIRST     CLASS II
 JU4444
 JU4444  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4444  Standards:
 JU4444         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4444            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4444  -------------------------------------------------------------------
 JU4444  NETWORK    0.61   0.98           0.27   0.22   0.50      0.04112963
 JU4444  -------------------------------------------------------------------
 JU4444  Click here for local accuracies and other accuracy information.
 JU4444
 JU4444.The horizontal coordinates were established by GPS observations
 JU4444.and adjusted by the National Geodetic Survey in June 2012.
 JU4444
 JU4444.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4444.been affixed to the stable North American tectonic plate. See 
 JU4444.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4444
 JU4444.The horizontal coordinates are valid at the epoch date displayed above
 JU4444.which is a decimal equivalence of Year/Month/Day.
 JU4444
 JU4444.The orthometric height was determined by differential leveling and
 JU4444.adjusted by the NATIONAL GEODETIC SURVEY
 JU4444.in March 2001.
 JU4444
 JU4444.No vertical observational check was made to the station.
 JU4444
 JU4444.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4444.GEOID18 height accuracy estimate available here.
 JU4444
 JU4444.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU4444
 JU4444.The ellipsoidal height was determined by GPS observations
 JU4444.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4444
 JU4444;                    North         East     Units Scale Factor Converg.
 JU4444;SPC NJ       -    22,680.073   119,796.148   MT  0.99991123   -0 13 11.1
 JU4444;SPC NJ       -    74,409.54    393,031.20   sFT  0.99991123   -0 13 11.1
 JU4444;UTM  18      - 4,320,907.899   513,078.491   MT  0.99960211   +0 05 42.6
 JU4444
 JU4444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4444!SPC NJ       -   1.00000490  x   0.99991123  =   0.99991613
 JU4444!UTM  18      -   1.00000490  x   0.99960211  =   0.99960701
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1307820907(NAD 83)
 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  NAD 83(2007)-  39 02 13.67103(N)    074 50 55.98604(W) AD(2002.00) 0
 JU4444  ELLIP H (02/10/07)  -31.204  (m)                       GP(2002.00)    
 JU4444  ELLIP H (10/23/02)  -31.185  (m)                       GP(       ) 4 1
 JU4444  NAD 83(1996)-  39 02 13.67101(N)    074 50 55.98578(W) AD(       ) 1
 JU4444  ELLIP H (05/14/99)  -31.196  (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)  -31.276  (m)                       GP(       ) 3 1
 JU4444  NAVD 88 (04/25/94)    4.1    (m)  GEOID93  model used  GPS OBS        
 JU4444
 JU4444.Superseded values are not recommended for survey control.
 JU4444
 JU4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4444.See file dsdata.pdf to determine how the superseded data were derived.
 JU4444
 JU4444_MARKER: DD = SURVEY DISK
 JU4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 17, 2019
 JU4444
 JU4444  HISTORY     - Date     Condition        Report By
 JU4444  HISTORY     - 1991     MONUMENTED       NJHA
 JU4444  HISTORY     - 19930623 GOOD
 JU4444  HISTORY     - 19970905 GOOD             NJGS
 JU4444  HISTORY     - 20080419 GOOD             GEOMET
 JU4444  HISTORY     - 20190717 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.
 JU4444
 JU4444                          STATION RECOVERY (2008)
 JU4444
 JU4444'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 JU4444'RECOVERED IN GOOD CONDITION.
 JU4444
 JU4444                          STATION RECOVERY (2019)
 JU4444
 JU4444'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU4444'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4445 ***********************************************************************
 JU4445  DESIGNATION -  MIDDLE 2
 JU4445  PID         -  JU4445
 JU4445  STATE/COUNTY-  NJ/CAPE MAY
 JU4445  COUNTRY     -  US
 JU4445  USGS QUAD   -  STONE HARBOR (2019)
 JU4445
 JU4445                         *CURRENT SURVEY CONTROL
 JU4445  ______________________________________________________________________
 JU4445* NAD 83(2011) POSITION- 39 02 35.55127(N) 074 50 46.20304(W)   ADJUSTED
 JU4445* NAD 83(2011) ELLIP HT-   -24.637 (meters)        (06/27/12)   ADJUSTED
 JU4445* NAD 83(2011) EPOCH   -  2010.00
 JU4445* NAVD 88 ORTHO HEIGHT -    10.672 (meters)       35.01  (feet) ADJUSTED
 JU4445  ______________________________________________________________________
 JU4445  GEOID HEIGHT    -        -35.287 (meters)                     GEOID18
 JU4445  NAD 83(2011) X  -  1,296,676.374 (meters)                     COMP
 JU4445  NAD 83(2011) Y  - -4,787,806.162 (meters)                     COMP
 JU4445  NAD 83(2011) Z  -  3,996,028.218 (meters)                     COMP
 JU4445  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 JU4445  DYNAMIC HEIGHT  -         10.666 (meters)       34.99  (feet) COMP
 JU4445  MODELED GRAVITY -    980,060.4   (mgal)                       NAVD 88
 JU4445
 JU4445  VERT ORDER      -  FIRST     CLASS II
 JU4445
 JU4445  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4445  Standards:
 JU4445         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4445            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4445  -------------------------------------------------------------------
 JU4445  NETWORK    0.65   1.04           0.29   0.24   0.53      0.02448776
 JU4445  -------------------------------------------------------------------
 JU4445  Click here for local accuracies and other accuracy information.
 JU4445
 JU4445.The horizontal coordinates were established by GPS observations
 JU4445.and adjusted by the National Geodetic Survey in June 2012.
 JU4445
 JU4445.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4445.been affixed to the stable North American tectonic plate. See 
 JU4445.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4445
 JU4445.The horizontal coordinates are valid at the epoch date displayed above
 JU4445.which is a decimal equivalence of Year/Month/Day.
 JU4445
 JU4445.The orthometric height was determined by differential leveling and
 JU4445.adjusted by the NATIONAL GEODETIC SURVEY
 JU4445.in March 2001.
 JU4445
 JU4445.No vertical observational check was made to the station.
 JU4445
 JU4445.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4445.GEOID18 height accuracy estimate available here.
 JU4445
 JU4445.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU4445
 JU4445.The ellipsoidal height was determined by GPS observations
 JU4445.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4445
 JU4445;                    North         East     Units Scale Factor Converg.
 JU4445;SPC NJ       -    23,353.858   120,033.959   MT  0.99991105   -0 13 05.0
 JU4445;SPC NJ       -    76,620.12    393,811.41   sFT  0.99991105   -0 13 05.0
 JU4445;UTM  18      - 4,321,582.773   513,312.523   MT  0.99960218   +0 05 48.8
 JU4445
 JU4445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4445!SPC NJ       -   1.00000387  x   0.99991105  =   0.99991492
 JU4445!UTM  18      -   1.00000387  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1331221582(NAD 83)
 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  NAD 83(2007)-  39 02 35.55158(N)    074 50 46.20377(W) AD(2002.00) 0
 JU4445  ELLIP H (02/10/07)  -24.624  (m)                       GP(2002.00)    
 JU4445  ELLIP H (10/23/02)  -24.604  (m)                       GP(       ) 4 1
 JU4445  NAD 83(1996)-  39 02 35.55155(N)    074 50 46.20351(W) AD(       ) 1
 JU4445  ELLIP H (05/14/99)  -24.615  (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)  -24.695  (m)                       GP(       ) 3 1
 JU4445  NAVD 88 (04/25/94)   10.7    (m)  GEOID93  model used  GPS OBS        
 JU4445
 JU4445.Superseded values are not recommended for survey control.
 JU4445
 JU4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4445.See file dsdata.pdf to determine how the superseded data were derived.
 JU4445
 JU4445_MARKER: DD = SURVEY DISK
 JU4445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU4446 ***********************************************************************
 JU4446  DESIGNATION -  MIDDLE 3
 JU4446  PID         -  JU4446
 JU4446  STATE/COUNTY-  NJ/CAPE MAY
 JU4446  COUNTRY     -  US
 JU4446  USGS QUAD   -  STONE HARBOR (2019)
 JU4446
 JU4446                         *CURRENT SURVEY CONTROL
 JU4446  ______________________________________________________________________
 JU4446* NAD 83(2011) POSITION- 39 07 20.00210(N) 074 46 39.31182(W)   ADJUSTED
 JU4446* NAD 83(2011) ELLIP HT-   -31.932 (meters)        (06/27/12)   ADJUSTED
 JU4446* NAD 83(2011) EPOCH   -  2010.00
 JU4446* NAVD 88 ORTHO HEIGHT -     3.2   (meters)       10.    (feet) GPS OBS
 JU4446  ______________________________________________________________________
 JU4446  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4446  GEOID HEIGHT    -        -35.370 (meters)                     GEOID93
 JU4446  GEOID HEIGHT    -        -35.086 (meters)                     GEOID18
 JU4446  NAD 83(2011) X  -  1,300,952.747 (meters)                     COMP
 JU4446  NAD 83(2011) Y  - -4,780,909.072 (meters)                     COMP
 JU4446  NAD 83(2011) Z  -  4,002,832.670 (meters)                     COMP
 JU4446  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 JU4446
 JU4446  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4446  Standards:
 JU4446         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4446            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4446  -------------------------------------------------------------------
 JU4446  NETWORK    0.93   1.51           0.42   0.33   0.77     -0.11905273
 JU4446  -------------------------------------------------------------------
 JU4446  Click here for local accuracies and other accuracy information.
 JU4446
 JU4446.The horizontal coordinates were established by GPS observations
 JU4446.and adjusted by the National Geodetic Survey in June 2012.
 JU4446
 JU4446.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4446.been affixed to the stable North American tectonic plate. See 
 JU4446.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4446
 JU4446.The horizontal coordinates are valid at the epoch date displayed above
 JU4446.which is a decimal equivalence of Year/Month/Day.
 JU4446
 JU4446.The orthometric height was determined by GPS observations and a
 JU4446.high-resolution geoid model.
 JU4446
 JU4446.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4446.GEOID18 height accuracy estimate available here.
 JU4446
 JU4446.Click photographs - Photos may exist for this station.
 JU4446
 JU4446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4446
 JU4446.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4446
 JU4446.The ellipsoidal height was determined by GPS observations
 JU4446.and is referenced to NAD 83.
 JU4446
 JU4446. The following values were computed from the NAD 83(2011) position.
 JU4446
 JU4446;                    North         East     Units Scale Factor Converg.
 JU4446;SPC NJ       -    32,104.562   125,997.475   MT  0.99990709   -0 10 30.5
 JU4446;SPC NJ       -   105,329.72    413,376.72   sFT  0.99990709   -0 10 30.5
 JU4446;UTM  18      - 4,330,363.467   519,225.997   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  =   0.99960956
 JU4446
 JU4446:                Primary Azimuth Mark                     Grid Az
 JU4446:SPC NJ       -  MIDDLE 4                                 047 19 03.3
 JU4446:UTM  18      -  MIDDLE 4                                 047 00 07.6
 JU4446
 JU4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1922530363(NAD 83)
 JU4446
 JU4446|---------------------------------------------------------------------|
 JU4446| PID    Reference Object                     Distance      Geod. Az  |
 JU4446|                                                           dddmmss.s |
 JU4446| JU4447 MIDDLE 4                            APPROX. 0.5 KM 0470832.8 |
 JU4446|---------------------------------------------------------------------|
 JU4446
 JU4446                          SUPERSEDED SURVEY CONTROL
 JU4446
 JU4446  NAD 83(2007)-  39 07 20.00245(N)    074 46 39.31271(W) AD(2002.00) 0
 JU4446  ELLIP H (02/10/07)  -31.931  (m)                       GP(2002.00)    
 JU4446  ELLIP H (10/23/02)  -31.910  (m)                       GP(       ) 4 1
 JU4446  NAD 83(1996)-  39 07 20.00238(N)    074 46 39.31253(W) AD(       ) 1
 JU4446  ELLIP H (05/14/99)  -31.929  (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)  -32.039  (m)                       GP(       ) 3 1
 JU4446
 JU4446.Superseded values are not recommended for survey control.
 JU4446
 JU4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4446.See file dsdata.pdf to determine how the superseded data were derived.
 JU4446
 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 = JULY 24, 2026 22:12:30 EDT
 JU4447 ***********************************************************************
 JU4447  DESIGNATION -  MIDDLE 4
 JU4447  PID         -  JU4447
 JU4447  STATE/COUNTY-  NJ/CAPE MAY
 JU4447  COUNTRY     -  US
 JU4447  USGS QUAD   -  WOODBINE (2019)
 JU4447
 JU4447                         *CURRENT SURVEY CONTROL
 JU4447  ______________________________________________________________________
 JU4447* NAD 83(2011) POSITION- 39 07 31.58376(N) 074 46 23.28666(W)   ADJUSTED
 JU4447* NAD 83(2011) ELLIP HT-   -34.040 (meters)        (06/27/12)   ADJUSTED
 JU4447* NAD 83(2011) EPOCH   -  2010.00
 JU4447* NAVD 88 ORTHO HEIGHT -     1.046 (meters)        3.43  (feet) ADJUSTED
 JU4447  ______________________________________________________________________
 JU4447  GEOID HEIGHT    -        -35.077 (meters)                     GEOID18
 JU4447  NAD 83(2011) X  -  1,301,264.562 (meters)                     COMP
 JU4447  NAD 83(2011) Y  - -4,780,588.952 (meters)                     COMP
 JU4447  NAD 83(2011) Z  -  4,003,108.417 (meters)                     COMP
 JU4447  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 JU4447  DYNAMIC HEIGHT  -          1.046 (meters)        3.43  (feet) COMP
 JU4447  MODELED GRAVITY -    980,071.5   (mgal)                       NAVD 88
 JU4447
 JU4447  VERT ORDER      -  FIRST     CLASS II
 JU4447
 JU4447  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4447  Standards:
 JU4447         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4447            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4447  -------------------------------------------------------------------
 JU4447  NETWORK    0.92   1.51           0.41   0.33   0.77     -0.11771813
 JU4447  -------------------------------------------------------------------
 JU4447  Click here for local accuracies and other accuracy information.
 JU4447
 JU4447.The horizontal coordinates were established by GPS observations
 JU4447.and adjusted by the National Geodetic Survey in June 2012.
 JU4447
 JU4447.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4447.been affixed to the stable North American tectonic plate. See 
 JU4447.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4447
 JU4447.The horizontal coordinates are valid at the epoch date displayed above
 JU4447.which is a decimal equivalence of Year/Month/Day.
 JU4447
 JU4447.The orthometric height was determined by differential leveling and
 JU4447.adjusted by the NATIONAL GEODETIC SURVEY
 JU4447.in March 2001.
 JU4447
 JU4447.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4447.GEOID18 height accuracy estimate available here.
 JU4447
 JU4447.Click photographs - Photos may exist for this station.
 JU4447
 JU4447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4447
 JU4447.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4447
 JU4447.The ellipsoidal height was determined by GPS observations
 JU4447.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4447
 JU4447;                    North         East     Units Scale Factor Converg.
 JU4447;SPC NJ       -    32,460.518   126,383.459   MT  0.99990687   -0 10 20.5
 JU4447;SPC NJ       -   106,497.55    414,643.07   sFT  0.99990687   -0 10 20.5
 JU4447;UTM  18      - 4,330,721.436   519,609.899   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  =   0.99961007
 JU4447
 JU4447:                Primary Azimuth Mark                     Grid Az
 JU4447:SPC NJ       -  MIDDLE 3                                 227 19 03.4
 JU4447:UTM  18      -  MIDDLE 3                                 227 00 07.5
 JU4447
 JU4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1960930721(NAD 83)
 JU4447
 JU4447|---------------------------------------------------------------------|
 JU4447| PID    Reference Object                     Distance      Geod. Az  |
 JU4447|                                                           dddmmss.s |
 JU4447| JU2339 STITES                              180.354 METERS 09249     |
 JU4447| JU4446 MIDDLE 3                            APPROX. 0.5 KM 2270842.9 |
 JU4447|---------------------------------------------------------------------|
 JU4447
 JU4447                          SUPERSEDED SURVEY CONTROL
 JU4447
 JU4447  NAD 83(2007)-  39 07 31.58399(N)    074 46 23.28730(W) AD(2002.00) 0
 JU4447  ELLIP H (02/10/07)  -34.035  (m)                       GP(2002.00)    
 JU4447  ELLIP H (10/23/02)  -34.014  (m)                       GP(       ) 4 1
 JU4447  NAD 83(1996)-  39 07 31.58392(N)    074 46 23.28715(W) AD(       ) 1
 JU4447  ELLIP H (05/14/99)  -34.033  (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)  -34.144  (m)                       GP(       ) 3 1
 JU4447  NAVD 88 (04/25/94)    1.1    (m)  GEOID93  model used  GPS OBS        
 JU4447
 JU4447.Superseded values are not recommended for survey control.
 JU4447
 JU4447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4447.See file dsdata.pdf to determine how the superseded data were derived.
 JU4447
 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  HISTORY     - 20081014 GOOD             GEOCAC
 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.
 JU4447
 JU4447                          STATION RECOVERY (2008)
 JU4447
 JU4447'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 JU4447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6650 ***********************************************************************
 AB6650  DESIGNATION -  MIDDLE AZ MK
 AB6650  PID         -  AB6650
 AB6650  STATE/COUNTY-  NJ/CAPE MAY
 AB6650  COUNTRY     -  US
 AB6650  USGS QUAD   -  WILDWOOD (2019)
 AB6650
 AB6650                         *CURRENT SURVEY CONTROL
 AB6650  ______________________________________________________________________
 AB6650* NAD 83(1986) POSITION- 38 57 23.     (N) 074 51 43.     (W)   SCALED
 AB6650* NAVD 88 ORTHO HEIGHT -     1.599 (meters)        5.25  (feet) ADJUSTED
 AB6650  ______________________________________________________________________
 AB6650  GEOID HEIGHT    -        -35.525 (meters)                     GEOID18
 AB6650  DYNAMIC HEIGHT  -          1.598 (meters)        5.24  (feet) COMP
 AB6650  MODELED GRAVITY -    980,048.9   (mgal)                       NAVD 88
 AB6650
 AB6650  VERT ORDER      -  FIRST     CLASS II
 AB6650
 AB6650.The horizontal coordinates were scaled from a map and have
 AB6650.an estimated accuracy of +/- 6 seconds.
 AB6650
 AB6650.The orthometric height was determined by differential leveling and
 AB6650.adjusted by the NATIONAL GEODETIC SURVEY
 AB6650.in March 2001.
 AB6650
 AB6650.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6650.GEOID18 height accuracy estimate available here.
 AB6650
 AB6650.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ119119(NAD 83)
 AB6650
 AB6650                          SUPERSEDED SURVEY CONTROL
 AB6650
 AB6650  NAVD 88 (09/26/96)    1.606  (m)            5.27   (f) SUPERSEDED  1 2
 AB6650
 AB6650.Superseded values are not recommended for survey control.
 AB6650
 AB6650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6650.See file dsdata.pdf to determine how the superseded data were derived.
 AB6650
 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 = JULY 24, 2026 22:12:30 EDT
 AB6653 ***********************************************************************
 AB6653  DESIGNATION -  MIDDLE RM 1
 AB6653  PID         -  AB6653
 AB6653  STATE/COUNTY-  NJ/CAPE MAY
 AB6653  COUNTRY     -  US
 AB6653  USGS QUAD   -  WILDWOOD (2019)
 AB6653
 AB6653                         *CURRENT SURVEY CONTROL
 AB6653  ______________________________________________________________________
 AB6653* NAD 83(1986) POSITION- 38 57 21.38   (N) 074 52 24.56   (W)   HD_HELD1
 AB6653* NAVD 88 ORTHO HEIGHT -     8.656 (meters)       28.40  (feet) ADJUSTED
 AB6653  ______________________________________________________________________
 AB6653  GEOID HEIGHT    -        -35.516 (meters)                     GEOID18
 AB6653  DYNAMIC HEIGHT  -          8.651 (meters)       28.38  (feet) COMP
 AB6653  MODELED GRAVITY -    980,048.9   (mgal)                       NAVD 88
 AB6653
 AB6653  VERT ORDER      -  FIRST     CLASS II
 AB6653
 AB6653.The horizontal coordinates were determined by differentially corrected
 AB6653.hand held GPS observations or other comparable positioning techniques
 AB6653.and have an estimated accuracy of +/- 3 meters.
 AB6653
 AB6653.The orthometric height was determined by differential leveling and
 AB6653.adjusted by the NATIONAL GEODETIC SURVEY
 AB6653.in March 2001.
 AB6653
 AB6653.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6653.GEOID18 height accuracy estimate available here.
 AB6653
 AB6653.Click photographs - Photos may exist for this station.
 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       -    13,675.8     117,629.1     MT  (+/- 3 meters HH1 GPS) 
 AB6653
 AB6653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1096111894(NAD 83)
 AB6653
 AB6653                          SUPERSEDED SURVEY CONTROL
 AB6653
 AB6653  NAVD 88 (09/26/96)    8.665  (m)           28.43   (f) SUPERSEDED  1 2
 AB6653
 AB6653.Superseded values are not recommended for survey control.
 AB6653
 AB6653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6653.See file dsdata.pdf to determine how the superseded data were derived.
 AB6653
 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  HISTORY     - 20071012 GOOD             UE
 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.
 AB6653
 AB6653                          STATION RECOVERY (2007)
 AB6653
 AB6653'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB6653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6654 ***********************************************************************
 AB6654  DESIGNATION -  MIDDLE RM 2
 AB6654  PID         -  AB6654
 AB6654  STATE/COUNTY-  NJ/CAPE MAY
 AB6654  COUNTRY     -  US
 AB6654  USGS QUAD   -  WILDWOOD (2019)
 AB6654
 AB6654                         *CURRENT SURVEY CONTROL
 AB6654  ______________________________________________________________________
 AB6654* NAD 83(1986) POSITION- 38 57 21.57   (N) 074 52 25.12   (W)   HD_HELD1
 AB6654* NAVD 88 ORTHO HEIGHT -     9.412 (meters)       30.88  (feet) ADJUSTED
 AB6654  ______________________________________________________________________
 AB6654  GEOID HEIGHT    -        -35.515 (meters)                     GEOID18
 AB6654  DYNAMIC HEIGHT  -          9.407 (meters)       30.86  (feet) COMP
 AB6654  MODELED GRAVITY -    980,048.9   (mgal)                       NAVD 88
 AB6654
 AB6654  VERT ORDER      -  FIRST     CLASS II
 AB6654
 AB6654.The horizontal coordinates were determined by differentially corrected
 AB6654.hand held GPS observations or other comparable positioning techniques
 AB6654.and have an estimated accuracy of +/- 3 meters.
 AB6654
 AB6654.The orthometric height was determined by differential leveling and
 AB6654.adjusted by the NATIONAL GEODETIC SURVEY
 AB6654.in September 1996.
 AB6654
 AB6654.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6654.GEOID18 height accuracy estimate available here.
 AB6654
 AB6654.Click photographs - Photos may exist for this station.
 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       -    13,681.8     117,615.7     MT  (+/- 3 meters HH1 GPS) 
 AB6654
 AB6654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1094811900(NAD 83)
 AB6654
 AB6654                          SUPERSEDED SURVEY CONTROL
 AB6654
 AB6654.No superseded survey control is available for this station.
 AB6654
 AB6654_MARKER: DR = REFERENCE MARK DISK
 AB6654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6654_SP_SET: BRIDGE SIDEWALK
 AB6654_STAMPING: MIDDLE NO 2 1962
 AB6654_MARK LOGO: CGS
 AB6654_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6654+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 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  HISTORY     - 20071012 GOOD             UE
 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.
 AB6654
 AB6654                          STATION RECOVERY (2007)
 AB6654
 AB6654'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AB6654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3828 ***********************************************************************
 DI3828  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI3828  DESIGNATION -  MIDDLE TOWNSHIP CORS ARP
 DI3828  CORS_ID     -  NJCM
 DI3828  PID         -  DI3828
 DI3828  STATE/COUNTY-  NJ/CAPE MAY
 DI3828  COUNTRY     -  US
 DI3828  USGS QUAD   -  STONE HARBOR (2019)
 DI3828
 DI3828                         *CURRENT SURVEY CONTROL
 DI3828  ______________________________________________________________________
 DI3828* NAD 83(2011) POSITION- 39 06 02.39693(N) 074 48 10.42454(W)   ADJUSTED
 DI3828* NAD 83(2011) ELLIP HT-   -25.297 (meters)        (04/??/25)   ADJUSTED
 DI3828* NAD 83(2011) EPOCH   -  2010.00
 DI3828* NAVD 88 ORTHO HEIGHT -     9.846 (meters)       32.30  (feet) ADJUSTED
 DI3828  ______________________________________________________________________
 DI3828  GEOID HEIGHT    -        -35.141 (meters)                     GEOID18
 DI3828  NAD 83(2011) X  -  1,299,237.867 (meters)                     COMP
 DI3828  NAD 83(2011) Y  - -4,782,945.146 (meters)                     COMP
 DI3828  NAD 83(2011) Z  -  4,000,979.927 (meters)                     COMP
 DI3828  VERT ORDER      -  FIRST     CLASS II
 DI3828
 DI3828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3828  Standards:
 DI3828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3828  -------------------------------------------------------------------
 DI3828  NETWORK    0.06   0.09           0.03   0.02   0.04     -0.05262800
 DI3828  -------------------------------------------------------------------
 DI3828
 DI3828.The coordinates were established by GPS observations
 DI3828.and adjusted by the National Geodetic Survey in April 2025.
 DI3828
 DI3828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3828.been affixed to the stable North American Tectonic Plate. 
 DI3828
 DI3828.The coordinates are valid at the epoch date displayed above
 DI3828.which is a decimal equivalence of Year/Month/Day.
 DI3828
 DI3828.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI3828.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI3828.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI3828.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI3828.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI3828.published epoch of 2010.00.
 DI3828
 DI3828.Additional information on MYCS is available at:
 DI3828.https://geodesy.noaa.gov/CORS/index.shtml
 DI3828
 DI3828.The orthometric height was determined by differential leveling and
 DI3828.adjusted by the NATIONAL GEODETIC SURVEY
 DI3828.in March 2014.
 DI3828
 DI3828.No vertical observational check was made to the station.
 DI3828
 DI3828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3828.GEOID18 height accuracy estimate available here.
 DI3828
 DI3828.The PID for the CORS L1 Phase Center is DO6883.
 DI3828
 DI3828.Click photographs - Photos may exist for this station.
 DI3828
 DI3828.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI3828
 DI3828.The ellipsoidal height was determined by GPS observations
 DI3828.and is referenced to NAD 83.
 DI3828
 DI3828. The following values were computed from the NAD 83(2011) position.
 DI3828
 DI3828;                    North         East     Units Scale Factor Converg.
 DI3828;SPC NJ       -    29,718.584   123,801.050   MT  0.99990845   -0 11 27.7
 DI3828;SPC NJ       -    97,501.72    406,170.61   sFT  0.99990845   -0 11 27.7
 DI3828;UTM  18      - 4,327,966.162   517,043.402   MT  0.99960358   +0 07 27.5
 DI3828
 DI3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3828!SPC NJ       -   1.00000397  x   0.99990845  =   0.99991242
 DI3828!UTM  18      -   1.00000397  x   0.99960358  =   0.99960755
 DI3828
 DI3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1704327966(NAD 83)
 DI3828
 DI3828                          SUPERSEDED SURVEY CONTROL
 DI3828
 DI3828  NAD 83(2011)-  39 06 02.39699(N)    074 48 10.42437(W) AD(2010.00) c
 DI3828  ELLIP H (06/??/19)  -25.306  (m)                       GP(2010.00) c c
 DI3828  NAD 83(2011)-  39 06 02.39693(N)    074 48 10.42433(W) AD(2010.00) c
 DI3828  ELLIP H (08/??/11)  -25.313  (m)                       GP(2010.00) c c
 DI3828  NAD 83(CORS)-  39 06 02.39710(N)    074 48 10.42446(W) AD(2002.00) c
 DI3828  ELLIP H (03/??/07)  -25.289  (m)                       GP(2002.00) c c
 DI3828
 DI3828.Superseded values are not recommended for survey control.
 DI3828
 DI3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3828.See file dsdata.pdf to determine how the superseded data were derived.
 DI3828
 DI3828_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI3828_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3828
 DI3828                          STATION DESCRIPTION
 DI3828
 DI3828'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI3828'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI3828'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI3828'AND LOG FILES ACCESSIBLE AT:
 DI3828'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4196 ***********************************************************************
 JU4196  DESIGNATION -  MIFFLIN RANGE FRONT BAR LT
 JU4196  PID         -  JU4196
 JU4196  STATE/COUNTY-  NJ/GLOUCESTER
 JU4196  COUNTRY     -  US
 JU4196  USGS QUAD   -  BRIDGEPORT (2019)
 JU4196
 JU4196                         *CURRENT SURVEY CONTROL
 JU4196  ______________________________________________________________________
 JU4196* NAD 83(1996) POSITION- 39 50 51.92237(N) 075 15 09.83033(W)   NO CHECK
 JU4196* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU4196  ______________________________________________________________________
 JU4196  GEOID HEIGHT    -        -32.953 (meters)                     GEOID18
 JU4196  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 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
 JU4196.No horizontal observational check was made to the station.
 JU4196
 JU4196.The orthometric height was scaled from a topographic map.
 JU4196
 JU4196.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4196.GEOID18 height accuracy estimate available here.
 JU4196
 JU4196.Click photographs - Photos may exist for this station.
 JU4196
 JU4196.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4196
 JU4196. The following values were computed from the NAD 83(1996) position.
 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  =   0.99961066
 JU4196
 JU4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7837910890(NAD 83)
 JU4196
 JU4196                          SUPERSEDED SURVEY CONTROL
 JU4196
 JU4196  NAD 83(1991)-  39 50 51.91876(N)    075 15 09.83252(W) AD(       ) 3
 JU4196  NAD 83(1986)-  39 50 51.91823(N)    075 15 09.83459(W) AD(       ) 3
 JU4196
 JU4196.Superseded values are not recommended for survey control.
 JU4196
 JU4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4196.See file dsdata.pdf to determine how the superseded data were derived.
 JU4196
 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 = JULY 24, 2026 22:12:30 EDT
 LY2820 ***********************************************************************
 LY2820  DESIGNATION -  MILFORD 1
 LY2820  PID         -  LY2820
 LY2820  STATE/COUNTY-  NJ/PASSAIC
 LY2820  COUNTRY     -  US
 LY2820  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY2820
 LY2820                         *CURRENT SURVEY CONTROL
 LY2820  ______________________________________________________________________
 LY2820* NAD 83(1996) POSITION- 41 07 43.82355(N) 074 20 37.57056(W)   ADJUSTED
 LY2820* NAD 83(1996) ELLIP HT-   208.567 (meters)        (09/01/99)   ADJUSTED
 LY2820* NAVD 88 ORTHO HEIGHT -   240.5   (meters)      789.    (feet) VERTCON3
 LY2820  ______________________________________________________________________
 LY2820  GEOID HEIGHT    -        -32.176 (meters)                     GEOID18
 LY2820  NAD 83(1996) X  -  1,298,414.394 (meters)                     COMP
 LY2820  NAD 83(1996) Y  - -4,632,839.089 (meters)                     COMP
 LY2820  NAD 83(1996) Z  -  4,173,348.458 (meters)                     COMP
 LY2820  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2820.GEOID18 height accuracy estimate available here.
 LY2820
 LY2820.Click photographs - Photos may exist for this station.
 LY2820
 LY2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2820
 LY2820.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2820
 LY2820.The ellipsoidal height was determined by GPS observations
 LY2820.and is referenced to NAD 83.
 LY2820
 LY2820. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5508253267(NAD 83)
 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)  RAPOU78  model used  GPS OBS        
 LY2820
 LY2820.Superseded values are not recommended for survey control.
 LY2820
 LY2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2820.See file dsdata.pdf to determine how the superseded data were derived.
 LY2820
 LY2820_MARKER: I = METAL ROD
 LY2820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - March 08, 2012
 LY2820
 LY2820  HISTORY     - Date     Condition        Report By
 LY2820  HISTORY     - 1987     MONUMENTED       AEROS
 LY2820  HISTORY     - 1987     GOOD             AEROS
 LY2820  HISTORY     - 19880728 GOOD             NGS
 LY2820  HISTORY     - 20120308 GOOD             AASCO
 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) EAST OF WEST MILFORD,
 LY2820'7.40 KM (4.6 MI) NORTH-NORTHEAST OF MACOPIN, 10.46 KM (6.5 MI) WEST OF
 LY2820'RINGWOOD, WITHIN THE BOUNDARY OF THE 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 VALLEY
 LY2820'ROAD (COUNTY ROAD 513) IN WEST MILFORD, GO NORTHEAST FOR 0.24 KM
 LY2820'(0.15 MI) ON UNION VALLEY ROAD TO THE INTERSECTION OF MARSHALL HILL
 LY2820'ROAD.  CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR 1.05 KM (0.65 MI)
 LY2820'ON MARSHALL HILL ROAD TO A (Y) INTERSECTION AT LINCOLN AVE.  FOLLOW
 LY2820'THE RIGHT FORK AND GO EAST FOR 1.26 KM (0.78 MI) ON MARSHALL HILL ROAD
 LY2820'TO A (T) INTERSECTION RIGHT OF AIRPORT ROAD.  TURN RIGHT AND GO SOUTH
 LY2820'FOR 0.84 KM (0.52 MI) ON AIRPORT ROAD TO A CURVE RIGHT.  TURN RIGHT
 LY2820'AND GO WEST FOR 0.16 KM (0.1 MI) ON AIRPORT ROAD TO THE GREENWOOD LAKE
 LY2820'AIRPORT OFFICE AND A GATE ON THE EAST SIDE OF THE OFFICE.  TURN LEFT,
 LY2820'PASSING THROUGH THE GATE, AND GO SOUTH AND WEST AROUND THE OFFICE,
 LY2820'PASSING BETWEEN THE OFFICE AND A HANGAR, FOR 0.16 KM (0.1 MI) ON A
 LY2820'PAVED AREA TO THE STATION.
 LY2820'
 LY2820'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 LY2820'WITH ACCESS COVER IS STAMPED---MILFORD 1 1987---, AND IS SET FLUSH
 LY2820'WITH THE GROUND.  IT IS A 9/16 INCH DIAMETER STAINLESS STEEL ROD
 LY2820'DRIVEN TO A DEPTH OF 3.35 METERS (11.0 FT) AND IS RECESSED 10 CM BELOW
 LY2820'THE GROUND.  LOCATED 28.96 METERS (95.0 FT) EAST FROM THE CENTER OF
 LY2820'THE NORTH-SOUTH TAXIWAY PARALLELING THE RUNWAY, 5.12 METERS (16.8 FT)
 LY2820'SOUTHEAST FROM THE SOUTHWEST CORNER OF THE CENTER ONE OF THREE
 LY2820'CONCRETE HELICOPTER PADS, 5.06 METERS (16.6 FT) SOUTHWEST FROM THE
 LY2820'SOUTHEAST CORNER OF THE SAME CONCRETE 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.
 LY2820
 LY2820                          STATION RECOVERY (2012)
 LY2820
 LY2820'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2012 (EJD)
 LY2820'TOP OF BOX IS NOW 0.6 FEET BELOW GROUND SURFACE.  MARK IS 2.3 FEET
 LY2820'SOUTH FROM A TIE DOWN CABLE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2821 ***********************************************************************
 LY2821  DESIGNATION -  MILFORD 2
 LY2821  PID         -  LY2821
 LY2821  STATE/COUNTY-  NJ/PASSAIC
 LY2821  COUNTRY     -  US
 LY2821  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY2821
 LY2821                         *CURRENT SURVEY CONTROL
 LY2821  ______________________________________________________________________
 LY2821* NAD 83(1996) POSITION- 41 07 32.24678(N) 074 20 42.82035(W)   ADJUSTED
 LY2821* NAD 83(1996) ELLIP HT-   208.528 (meters)        (09/01/99)   ADJUSTED
 LY2821* NAVD 88 ORTHO HEIGHT -   240.5   (meters)      789.    (feet) VERTCON3
 LY2821  ______________________________________________________________________
 LY2821  GEOID HEIGHT    -        -32.178 (meters)                     GEOID18
 LY2821  NAD 83(1996) X  -  1,298,359.859 (meters)                     COMP
 LY2821  NAD 83(1996) Y  - -4,633,098.297 (meters)                     COMP
 LY2821  NAD 83(1996) Z  -  4,173,079.414 (meters)                     COMP
 LY2821  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2821.GEOID18 height accuracy estimate available here.
 LY2821
 LY2821.Click photographs - Photos may exist for this station.
 LY2821
 LY2821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2821
 LY2821.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2821
 LY2821.The ellipsoidal height was determined by GPS observations
 LY2821.and is referenced to NAD 83.
 LY2821
 LY2821. The following values were computed from the NAD 83(1996) position.
 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  =   0.99986938
 LY2821!UTM  18      -   0.99996729  x   0.99963718  =   0.99960448
 LY2821
 LY2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5496252909(NAD 83)
 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)  RAPOU78  model used  GPS OBS        
 LY2821
 LY2821.Superseded values are not recommended for survey control.
 LY2821
 LY2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2821.See file dsdata.pdf to determine how the superseded data were derived.
 LY2821
 LY2821_MARKER: I = METAL ROD
 LY2821_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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) EAST OF WEST MILFORD,
 LY2821'7.40 KM (4.6 MI) NORTH-NORTHEAST OF MACOPIN, 10.46 KM (6.5 MI) WEST OF
 LY2821'RINGWOOD, WITHIN THE BOUNDARY OF THE 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 VALLEY
 LY2821'ROAD (COUNTY ROAD 513) IN WEST MILFORD, GO NORTHEAST FOR 0.24 KM
 LY2821'(0.15 MI) ON UNION VALLEY ROAD TO THE INTERSECTION OF MARSHALL HILL
 LY2821'ROAD.  CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR 1.05 KM (0.65 MI)
 LY2821'ON MARSHALL HILL ROAD TO A (Y) INTERSECTION AT LINCOLN AVE.  FOLLOW
 LY2821'THE RIGHT FORK AND GO EAST FOR 1.26 KM (0.78 MI) ON MARSHALL HILL ROAD
 LY2821'TO A (T) INTERSECTION RIGHT OF AIRPORT ROAD.  TURN RIGHT AND GO SOUTH
 LY2821'FOR 0.84 KM (0.52 MI) ON AIRPORT ROAD TO A CURVE RIGHT.  TURN RIGHT
 LY2821'AND GO WEST FOR 0.16 KM (0.1 MI) ON AIRPORT ROAD TO THE GREENWOOD LAKE
 LY2821'AIRPORT OFFICE AND A GATE ON THE EAST SIDE OF THE OFFICE.  TURN LEFT,
 LY2821'PASSING THROUGH THE GATE, AND GO SOUTH AND WEST AROUND THE OFFICE,
 LY2821'PASSING BETWEEN THE OFFICE AND A HANGAR, FOR 0.16 KM (0.1 MI) ON A
 LY2821'PAVED AREA TO THE NORTH-SOUTH TAXIWAY.  TURN LEFT AND GO SOUTH FOR
 LY2821'0.32 KM (0.2 MI) ON THE TAXIWAY TO THE STATION.
 LY2821'
 LY2821'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 LY2821'WITH ACCESS COVER IS STAMPED---MILFORD 2 1987---, AND IS SET FLUSH
 LY2821'WITH THE GROUND.  IT IS A 9/16 INCH DIAMETER STAINLESS STEEL ROD
 LY2821'DRIVEN TO A DEPTH OF 3.05 METERS (10.0 FT) AND IS RECESSED 10 CM BELOW
 LY2821'THE GROUND, LOCATED 28.65 METERS (94.0 FT) WEST-NORTHWEST FROM THE
 LY2821'NORTHERN END OF A ROCK CUT, 15.85 METERS (52.0 FT) EAST-SOUTHEAST FROM
 LY2821'THE EXTENDED CENTERLINE OF THE SOUTH END OF THE RUNWAY, 0.18 METERS
 LY2821'(0.6 FT) SOUTH-SOUTHWEST FROM A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3581 ***********************************************************************
 KV3581  DESIGNATION -  MILFORD RIEGEL PAPER CO STACK
 KV3581  PID         -  KV3581
 KV3581  STATE/COUNTY-  NJ/HUNTERDON
 KV3581  COUNTRY     -  US
 KV3581  USGS QUAD   -  FRENCHTOWN (2019)
 KV3581
 KV3581                         *CURRENT SURVEY CONTROL
 KV3581  ______________________________________________________________________
 KV3581* NAD 83(1996) POSITION- 40 33 38.68323(N) 075 05 12.78605(W)   ADJUSTED
 KV3581  ______________________________________________________________________
 KV3581  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 KV3581  LAPLACE CORR    -          2.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3581.GEOID18 height accuracy estimate available here.
 KV3581
 KV3581.Click photographs - Photos may exist for this station.
 KV3581
 KV3581.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3581
 KV3581. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9264490001(NAD 83)
 KV3581
 KV3581                          SUPERSEDED SURVEY CONTROL
 KV3581
 KV3581  NAD 83(1986)-  40 33 38.68078(N)    075 05 12.78944(W) AD(       ) 3
 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
 KV3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3581.See file dsdata.pdf to determine how the superseded data were derived.
 KV3581
 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 = JULY 24, 2026 22:12:30 EDT
 JU2907 ***********************************************************************
 JU2907  DESIGNATION -  MILL
 JU2907  PID         -  JU2907
 JU2907  STATE/COUNTY-  NJ/CAPE MAY
 JU2907  COUNTRY     -  US
 JU2907  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2907
 JU2907                         *CURRENT SURVEY CONTROL
 JU2907  ______________________________________________________________________
 JU2907* NAD 83(1996) POSITION- 39 09 01.15148(N) 074 43 22.98817(W)   ADJUSTED
 JU2907* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2907  ______________________________________________________________________
 JU2907  GEOID HEIGHT    -        -35.017 (meters)                     GEOID18
 JU2907  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2907.GEOID18 height accuracy estimate available here.
 JU2907
 JU2907.Click photographs - Photos may exist for this station.
 JU2907
 JU2907.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2907
 JU2907. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2907:SPC NJ       -  VIEW                                     351 34 27.3
 JU2907:UTM  18      -  VIEW                                     351 15 30.8
 JU2907
 JU2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2393033494(NAD 83)
 JU2907
 JU2907|---------------------------------------------------------------------|
 JU2907| PID    Reference Object                     Distance      Geod. Az  |
 JU2907|                                                           dddmmss.s |
 JU2907| CB2287 MILL RM 1                            12.352 METERS 13623     |
 JU2907| JU2391 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
 JU2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2907.See file dsdata.pdf to determine how the superseded data were derived.
 JU2907
 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 = JULY 24, 2026 22:12:30 EDT
 DQ3977 ***********************************************************************
 DQ3977  DESIGNATION -  MILL CREEK
 DQ3977  PID         -  DQ3977
 DQ3977  STATE/COUNTY-  NJ/SALEM
 DQ3977  COUNTRY     -  US
 DQ3977  USGS QUAD   -  DELAWARE CITY (2016)
 DQ3977
 DQ3977                         *CURRENT SURVEY CONTROL
 DQ3977  ______________________________________________________________________
 DQ3977* NAD 83(1986) POSITION- 39 36 19.41   (N) 075 31 35.26   (W)   HD_HELD1
 DQ3977* NAVD 88 ORTHO HEIGHT -     2.140 (meters)        7.02  (feet) ADJUSTED
 DQ3977  ______________________________________________________________________
 DQ3977  GEOID HEIGHT    -        -33.349 (meters)                     GEOID18
 DQ3977  DYNAMIC HEIGHT  -          2.139 (meters)        7.02  (feet) COMP
 DQ3977  MODELED GRAVITY -    980,135.1   (mgal)                       NAVD 88
 DQ3977
 DQ3977  VERT ORDER      -  SECOND    CLASS II
 DQ3977
 DQ3977.The horizontal coordinates were determined by differentially corrected
 DQ3977.hand held GPS observations or other comparable positioning techniques
 DQ3977.and have an estimated accuracy of +/- 3 meters.
 DQ3977
 DQ3977.The orthometric height was determined by differential leveling and
 DQ3977.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3977.in July 2018.
 DQ3977
 DQ3977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3977.GEOID18 height accuracy estimate available here.
 DQ3977
 DQ3977.Click photographs - Photos may exist for this station.
 DQ3977
 DQ3977.The dynamic height is computed by dividing the NAVD 88
 DQ3977.geopotential number by the normal gravity value computed on the
 DQ3977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3977.degrees latitude (g = 980.6199 gals.).
 DQ3977
 DQ3977.The modeled gravity was interpolated from observed gravity values.
 DQ3977
 DQ3977;                    North         East    Units  Estimated Accuracy
 DQ3977;SPC NJ       -    86,208.5      61,852.0     MT  (+/- 3 meters HH1 GPS) 
 DQ3977
 DQ3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5480384093(NAD 83)
 DQ3977
 DQ3977                          SUPERSEDED SURVEY CONTROL
 DQ3977
 DQ3977.No superseded survey control is available for this station.
 DQ3977
 DQ3977_MARKER: F = FLANGE-ENCASED ROD
 DQ3977_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DQ3977_STAMPING: MILL CREEK
 DQ3977_MARK LOGO: USFWS
 DQ3977_PROJECTION: RECESSED 20 CENTIMETERS
 DQ3977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3977+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2020
 DQ3977_ROD/PIPE-DEPTH: 7.3 meters
 DQ3977_SLEEVE-DEPTH  : 1.2 meters
 DQ3977
 DQ3977  HISTORY     - Date     Condition        Report By
 DQ3977  HISTORY     - 20150310 MONUMENTED       IDAK
 DQ3977  HISTORY     - 20200518 GOOD             NJGS
 DQ3977
 DQ3977                          STATION DESCRIPTION
 DQ3977
 DQ3977'DESCRIBED BY DUBOIS AND KING, INC 2015 (JRF)
 DQ3977'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) WEST-NORTHWEST OF
 DQ3977'ALLOWAY, 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF PENNS GROVE AND 3.9 MI
 DQ3977'(6.3 KM) NORTHWEST OF SALEM.  OWNERSHIP--U.S. GOVERNMENT.
 DQ3977'
 DQ3977'TO REACH FROM THE POST OFFICE IN PENNSVILLE, TRAVEL SOUTH ON SOUTH
 DQ3977'BROADWAY 0.3 MI (0.5 KM), RIGHT ONTO FORT MOTT ROAD 1.6 MI (2.6 KM),
 DQ3977'SLIGHT LEFT ONTO FORT MOTT ROAD 0.2 MI (0.3 KM), SLIGHT LEFT ONTO
 DQ3977'HARRISONVILLE LIGHTHOUSE ROAD 0.4 MI (0.6 KM), RIGHT ONTO REFUGE
 DQ3977'ENTRANCE ROAD 0.7 MI (1.1 KM) TO STATION STRAIGHT AHEAD.
 DQ3977'
 DQ3977'THE MARK IS 175 FT (53.3 M) EASTERLY FROM A 20 INCH (51 CM) NORWAY
 DQ3977'PINE, 61 FT (18.6 M) SOUTH EASTERLY FROM A 4 INCH (10 CM) DIAMETER
 DQ3977'OUTLET STRUCTURE FOR POND, 71 FT (21.6 M) SOUTH WESTERLY FROM THE
 DQ3977'SOUTHEAST CORNER OF A SMALL POND, 258.5 FT (78.8 M) SOUTH EASTERLY
 DQ3977'FROM THE SOUTH WEST CONCRETE BLOCK CORNER OF AN OLD BARN.
 DQ3977'
 DQ3977'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DQ3977
 DQ3977                          STATION RECOVERY (2020)
 DQ3977
 DQ3977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DQ3977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5414 ***********************************************************************
 KV5414  DESIGNATION -  MILLER
 KV5414  PID         -  KV5414
 KV5414  STATE/COUNTY-  NJ/MIDDLESEX
 KV5414  COUNTRY     -  US
 KV5414  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5414
 KV5414                         *CURRENT SURVEY CONTROL
 KV5414  ______________________________________________________________________
 KV5414* NAD 83(1996) POSITION- 40 26 19.05979(N) 074 28 42.71633(W)   ADJUSTED
 KV5414* NAVD 88 ORTHO HEIGHT -    35.    (meters)      115.    (feet) SCALED
 KV5414  ______________________________________________________________________
 KV5414  GEOID HEIGHT    -        -32.939 (meters)                     GEOID18
 KV5414  LAPLACE CORR    -          5.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5414.GEOID18 height accuracy estimate available here.
 KV5414
 KV5414.Click photographs - Photos may exist for this station.
 KV5414
 KV5414.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5414
 KV5414. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999973  x   0.99990004  =   0.99989977
 KV5414!UTM  18      -   0.99999973  x   0.99962408  =   0.99962381
 KV5414
 KV5414:                Primary Azimuth Mark                     Grid Az
 KV5414:SPC NJ       -  DEANS                                    245 37 06.3
 KV5414:UTM  18      -  DEANS                                    245 17 38.7
 KV5414
 KV5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4422676573(NAD 83)
 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
 KV5414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5414.See file dsdata.pdf to determine how the superseded data were derived.
 KV5414
 KV5414_MARKER: DS = TRIANGULATION STATION DISK
 KV5414_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 AB6728 ***********************************************************************
 AB6728  DESIGNATION -  MILLER
 AB6728  PID         -  AB6728
 AB6728  STATE/COUNTY-  NJ/OCEAN
 AB6728  COUNTRY     -  US
 AB6728  USGS QUAD   -  KESWICK GROVE (2019)
 AB6728
 AB6728                         *CURRENT SURVEY CONTROL
 AB6728  ______________________________________________________________________
 AB6728* NAD 83(2011) POSITION- 39 56 11.57541(N) 074 17 15.75783(W)   ADJUSTED
 AB6728* NAD 83(2011) ELLIP HT-   -10.346 (meters)        (06/27/12)   ADJUSTED
 AB6728* NAD 83(2011) EPOCH   -  2010.00
 AB6728* NAVD 88 ORTHO HEIGHT -    22.608 (meters)       74.17  (feet) ADJUSTED
 AB6728  ______________________________________________________________________
 AB6728  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 AB6728  NAD 83(2011) X  -  1,326,202.541 (meters)                     COMP
 AB6728  NAD 83(2011) Y  - -4,714,234.004 (meters)                     COMP
 AB6728  NAD 83(2011) Z  -  4,072,579.449 (meters)                     COMP
 AB6728  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 AB6728  DYNAMIC HEIGHT  -         22.598 (meters)       74.14  (feet) COMP
 AB6728  MODELED GRAVITY -    980,162.5   (mgal)                       NAVD 88
 AB6728
 AB6728  VERT ORDER      -  SECOND    CLASS I
 AB6728
 AB6728  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6728  Standards:
 AB6728         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6728            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6728  -------------------------------------------------------------------
 AB6728  NETWORK    0.26   0.53           0.12   0.09   0.27      0.02377949
 AB6728  -------------------------------------------------------------------
 AB6728  Click here for local accuracies and other accuracy information.
 AB6728
 AB6728.The horizontal coordinates were established by GPS observations
 AB6728.and adjusted by the National Geodetic Survey in June 2012.
 AB6728
 AB6728.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6728.been affixed to the stable North American tectonic plate. See 
 AB6728.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6728
 AB6728.The horizontal coordinates are valid at the epoch date displayed above
 AB6728.which is a decimal equivalence of Year/Month/Day.
 AB6728
 AB6728.The orthometric height was determined by differential leveling and
 AB6728.adjusted by the NATIONAL GEODETIC SURVEY
 AB6728.in September 1996.
 AB6728
 AB6728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6728.GEOID18 height accuracy estimate available here.
 AB6728
 AB6728.Click photographs - Photos may exist for this station.
 AB6728
 AB6728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6728
 AB6728.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6728
 AB6728.The ellipsoidal height was determined by GPS observations
 AB6728.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AB6728
 AB6728;                    North         East     Units Scale Factor Converg.
 AB6728;SPC NJ       -   122,491.439   168,143.179   MT  0.99990405   +0 08 10.6
 AB6728;SPC NJ       -   401,874.00    551,649.75   sFT  0.99990405   +0 08 10.6
 AB6728;UTM  18      - 4,420,957.628   560,857.335   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6085720957(NAD 83)
 AB6728
 AB6728                          SUPERSEDED SURVEY CONTROL
 AB6728
 AB6728  NAD 83(2007)-  39 56 11.57540(N)    074 17 15.75810(W) AD(2002.00) B
 AB6728  ELLIP H (03/15/07)  -10.327  (m)                       GP(2002.00) 4 1
 AB6728  NAD 83(2007)-  39 56 11.57583(N)    074 17 15.75853(W) AD(2002.00) 0
 AB6728  ELLIP H (02/10/07)  -10.341  (m)                       GP(2002.00)    
 AB6728  ELLIP H (10/23/02)  -10.319  (m)                       GP(       ) 4 1
 AB6728  NAD 83(1996)-  39 56 11.57547(N)    074 17 15.75835(W) AD(       ) 1
 AB6728  ELLIP H (05/14/99)  -10.353  (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)  -10.382  (m)                       GP(       ) 2 1
 AB6728  NAVD 88              22.61   (m)           74.2    (f) LEVELING    3  
 AB6728
 AB6728.Superseded values are not recommended for survey control.
 AB6728
 AB6728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6728.See file dsdata.pdf to determine how the superseded data were derived.
 AB6728
 AB6728_MARKER: DD = SURVEY DISK
 AB6728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6728_STAMPING: MILLER 1987
 AB6728_MARK LOGO: PSEG
 AB6728_PROJECTION: RECESSED 5 CENTIMETERS
 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 NOT SUITABLE FOR
 AB6728+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2025
 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  HISTORY     - 20060920 GOOD             NJGS
 AB6728  HISTORY     - 20111109 MARK NOT FOUND   GRWAS
 AB6728  HISTORY     - 20250402 GOOD             NJGS
 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.
 AB6728
 AB6728                          STATION RECOVERY (2006)
 AB6728
 AB6728'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (SJM)
 AB6728'RECOVERED AS DESCRIBED
 AB6728
 AB6728                          STATION RECOVERY (2011)
 AB6728
 AB6728'RECOVERY NOTE BY GRW AERIAL SURVEY 2011 (JBZ)
 AB6728'MARK NOT FOUND AREA HAS BEEN PLOWED AND WILDFLOWERS PLANTED
 AB6728
 AB6728                          STATION RECOVERY (2025)
 AB6728
 AB6728'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 AB6728'THE STATION IS NOW LOCATED 3.5 FT (1.1 M) SOUTHWEST OF THE NORTHEAST
 AB6728'CORNER OF A POST RAIL FENCE.
 AB6728'
 AB6728'THE STATION IS ALSO 4 FT (1.2 M) NORTHEAST AND UNDER THE CANOPY OF A 8
 AB6728'INCH (20 CM) TREE MAKE THE STATION QUESTIONABLE FOR GNSS USAGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6687 ***********************************************************************
 AB6687  DESIGNATION -  MILLER AZ MK
 AB6687  PID         -  AB6687
 AB6687  STATE/COUNTY-  NJ/OCEAN
 AB6687  COUNTRY     -  US
 AB6687  USGS QUAD   -  KESWICK GROVE (2019)
 AB6687
 AB6687                         *CURRENT SURVEY CONTROL
 AB6687  ______________________________________________________________________
 AB6687* NAD 83(1986) POSITION- 39 55 58.14   (N) 074 16 50.48   (W)   HD_HELD1
 AB6687* NAVD 88 ORTHO HEIGHT -    25.573 (meters)       83.90  (feet) ADJUSTED
 AB6687  ______________________________________________________________________
 AB6687  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 AB6687  DYNAMIC HEIGHT  -         25.561 (meters)       83.86  (feet) COMP
 AB6687  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 AB6687
 AB6687  VERT ORDER      -  SECOND    CLASS I
 AB6687
 AB6687.The horizontal coordinates were determined by differentially corrected
 AB6687.hand held GPS observations or other comparable positioning techniques
 AB6687.and have an estimated accuracy of +/- 3 meters.
 AB6687
 AB6687.The orthometric height was determined by differential leveling and
 AB6687.adjusted by the NATIONAL GEODETIC SURVEY
 AB6687.in September 1996.
 AB6687
 AB6687.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6687.GEOID18 height accuracy estimate available here.
 AB6687
 AB6687.Click photographs - Photos may exist for this station.
 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       -   122,078.5     168,744.3     MT  (+/- 3 meters HH1 GPS) 
 AB6687
 AB6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6146020548(NAD 83)
 AB6687
 AB6687                          SUPERSEDED SURVEY CONTROL
 AB6687
 AB6687.No superseded survey control is available for this station.
 AB6687
 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_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 AB6687+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2025
 AB6687
 AB6687  HISTORY     - Date     Condition        Report By
 AB6687  HISTORY     - 1987     MONUMENTED       PSEG
 AB6687  HISTORY     - 19951122 GOOD             NJGS
 AB6687  HISTORY     - 20250402 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.
 AB6687
 AB6687                          STATION RECOVERY (2025)
 AB6687
 AB6687'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (RJK)
 AB6687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2808 ***********************************************************************
 KU2808  DESIGNATION -  MILLS 1932
 KU2808  PID         -  KU2808
 KU2808  STATE/COUNTY-  NJ/MONMOUTH
 KU2808  COUNTRY     -  US
 KU2808  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2808
 KU2808                         *CURRENT SURVEY CONTROL
 KU2808  ______________________________________________________________________
 KU2808* NAD 83(1996) POSITION- 40 26 04.39039(N) 073 59 31.85565(W)   ADJUSTED
 KU2808* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU2808  ______________________________________________________________________
 KU2808  GEOID HEIGHT    -        -32.518 (meters)                     GEOID18
 KU2808  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2808.GEOID18 height accuracy estimate available here.
 KU2808
 KU2808.Click photographs - Photos may exist for this station.
 KU2808
 KU2808.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2808
 KU2808. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000500  x   0.99992284  =   0.99992784
 KU2808!UTM  18      -   1.00000500  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8547976477(NAD 83)
 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
 KU2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2808.See file dsdata.pdf to determine how the superseded data were derived.
 KU2808
 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 = JULY 24, 2026 22:12:30 EDT
 KV5438 ***********************************************************************
 KV5438  DESIGNATION -  MILLTOWN WATER TANK
 KV5438  PID         -  KV5438
 KV5438  STATE/COUNTY-  NJ/MIDDLESEX
 KV5438  COUNTRY     -  US
 KV5438  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5438
 KV5438                         *CURRENT SURVEY CONTROL
 KV5438  ______________________________________________________________________
 KV5438* NAD 83(1996) POSITION- 40 27 46.75347(N) 074 26 41.21069(W)   ADJUSTED
 KV5438  ______________________________________________________________________
 KV5438  GEOID HEIGHT    -        -32.879 (meters)                     GEOID18
 KV5438  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5438.GEOID18 height accuracy estimate available here.
 KV5438
 KV5438.Click photographs - Photos may exist for this station.
 KV5438
 KV5438.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5438
 KV5438. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4707179294(NAD 83)
 KV5438
 KV5438                          SUPERSEDED SURVEY CONTROL
 KV5438
 KV5438  NAD 83(1996)-  40 27 46.75337(N)    074 26 41.21239(W) AD(       ) 3
 KV5438  NAD 83(1986)-  40 27 46.75441(N)    074 26 41.21320(W) AD(       ) 3
 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
 KV5438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5438.See file dsdata.pdf to determine how the superseded data were derived.
 KV5438
 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 = JULY 24, 2026 22:12:30 EDT
 KV5435 ***********************************************************************
 KV5435  DESIGNATION -  MILLTOWN WEST CHIMNEY
 KV5435  PID         -  KV5435
 KV5435  STATE/COUNTY-  NJ/MIDDLESEX
 KV5435  COUNTRY     -  US
 KV5435  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5435
 KV5435                         *CURRENT SURVEY CONTROL
 KV5435  ______________________________________________________________________
 KV5435* NAD 83(1996) POSITION- 40 26 58.61177(N) 074 26 17.44324(W)   ADJUSTED
 KV5435  ______________________________________________________________________
 KV5435  GEOID HEIGHT    -        -32.844 (meters)                     GEOID18
 KV5435  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5435.GEOID18 height accuracy estimate available here.
 KV5435
 KV5435.Click photographs - Photos may exist for this station.
 KV5435
 KV5435.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5435
 KV5435. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4764177813(NAD 83)
 KV5435
 KV5435                          SUPERSEDED SURVEY CONTROL
 KV5435
 KV5435  NAD 83(1996)-  40 26 58.61140(N)    074 26 17.44476(W) AD(       ) 3
 KV5435  NAD 83(1986)-  40 26 58.61203(N)    074 26 17.44730(W) AD(       ) 3
 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
 KV5435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5435.See file dsdata.pdf to determine how the superseded data were derived.
 KV5435
 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 = JULY 24, 2026 22:12:30 EDT
 AA9219 ***********************************************************************
 AA9219  SACS        -  This is a Secondary Airport Control Station.
 AA9219  DESIGNATION -  MILLVILLE CBL 150
 AA9219  PID         -  AA9219
 AA9219  STATE/COUNTY-  NJ/CUMBERLAND
 AA9219  COUNTRY     -  US
 AA9219  USGS QUAD   -  DIVIDING CREEK (2019)
 AA9219
 AA9219                         *CURRENT SURVEY CONTROL
 AA9219  ______________________________________________________________________
 AA9219* NAD 83(2011) POSITION- 39 21 47.34491(N) 075 04 28.59645(W)   ADJUSTED
 AA9219* NAD 83(2011) ELLIP HT-   -13.209 (meters)        (06/27/12)   ADJUSTED
 AA9219* NAD 83(2011) EPOCH   -  2010.00
 AA9219* NAVD 88 ORTHO HEIGHT -    20.76  (meters)       68.1   (feet) GPS OBS
 AA9219  ______________________________________________________________________
 AA9219  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9219  GEOID HEIGHT    -        -34.008 (meters)                     GEOID96
 AA9219  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 AA9219  NAD 83(2011) X  -  1,271,796.549 (meters)                     COMP
 AA9219  NAD 83(2011) Y  - -4,771,253.041 (meters)                     COMP
 AA9219  NAD 83(2011) Z  -  4,023,559.975 (meters)                     COMP
 AA9219  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 AA9219
 AA9219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9219  Standards:
 AA9219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9219  -------------------------------------------------------------------
 AA9219  NETWORK    1.35   3.35           0.64   0.41   1.71      0.17466695
 AA9219  -------------------------------------------------------------------
 AA9219  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9219
 AA9219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9219.been affixed to the stable North American tectonic plate. See 
 AA9219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9219
 AA9219.The horizontal coordinates are valid at the epoch date displayed above
 AA9219.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AA9219
 AA9219.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9219.GEOID18 height accuracy estimate available here.
 AA9219
 AA9219.Click photographs - Photos may exist for this station.
 AA9219
 AA9219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9219
 AA9219.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9219
 AA9219.The ellipsoidal height was determined by GPS observations
 AA9219.and is referenced to NAD 83.
 AA9219
 AA9219. The following values were computed from the NAD 83(2011) position.
 AA9219
 AA9219;                    North         East     Units Scale Factor Converg.
 AA9219;SPC NJ       -    58,970.596   100,483.826   MT  0.99993018   -0 21 52.0
 AA9219;SPC NJ       -   193,472.70    329,670.69   sFT  0.99993018   -0 21 52.0
 AA9219;UTM  18      - 4,357,079.793   493,572.533   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9357257079(NAD 83)
 AA9219
 AA9219                          SUPERSEDED SURVEY CONTROL
 AA9219
 AA9219  NAD 83(2007)-  39 21 47.34523(N)    075 04 28.59716(W) AD(2002.00) 0
 AA9219  ELLIP H (02/10/07)  -13.192  (m)                       GP(2002.00)    
 AA9219  ELLIP H (09/23/02)  -13.194  (m)                       GP(       ) 4 2
 AA9219  NAD 83(1992)-  39 21 47.34525(N)    075 04 28.59746(W) AD(       ) 1
 AA9219  ELLIP H (04/02/98)  -13.211  (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)  -13.182  (m)                       GP(       ) 4 2
 AA9219  NAVD 88 (11/30/95)   20.72   (m)  GEOID93  model used  GPS OBS        
 AA9219
 AA9219.Superseded values are not recommended for survey control.
 AA9219
 AA9219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9219.See file dsdata.pdf to determine how the superseded data were derived.
 AA9219
 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             NGS
 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 NATIONAL 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 = JULY 24, 2026 22:12:30 EDT
 JU4348 ***********************************************************************
 JU4348  DESIGNATION -  MILLVILLE CBL 430
 JU4348  PID         -  JU4348
 JU4348  STATE/COUNTY-  NJ/CUMBERLAND
 JU4348  COUNTRY     -  US
 JU4348  USGS QUAD   -  DIVIDING CREEK (2019)
 JU4348
 JU4348                         *CURRENT SURVEY CONTROL
 JU4348  ______________________________________________________________________
 JU4348* NAD 83(2011) POSITION- 39 21 53.76401(N) 075 04 20.32414(W)   ADJUSTED
 JU4348* NAD 83(2011) ELLIP HT-   -12.722 (meters)        (06/27/12)   ADJUSTED
 JU4348* NAD 83(2011) EPOCH   -  2010.00
 JU4348* NAVD 88 ORTHO HEIGHT -    21.3   (meters)       70.    (feet) GPS OBS
 JU4348  ______________________________________________________________________
 JU4348  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JU4348  GEOID HEIGHT    -        -34.004 (meters)                     GEOID96
 JU4348  GEOID HEIGHT    -        -33.962 (meters)                     GEOID18
 JU4348  NAD 83(2011) X  -  1,271,955.654 (meters)                     COMP
 JU4348  NAD 83(2011) Y  - -4,771,081.076 (meters)                     COMP
 JU4348  NAD 83(2011) Z  -  4,023,713.335 (meters)                     COMP
 JU4348  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 JU4348
 JU4348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4348  Standards:
 JU4348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4348  -------------------------------------------------------------------
 JU4348  NETWORK    0.47   0.74           0.21   0.17   0.38      0.04068960
 JU4348  -------------------------------------------------------------------
 JU4348  Click here for local accuracies and other accuracy information.
 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 June 2012.
 JU4348
 JU4348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4348.been affixed to the stable North American tectonic plate. See 
 JU4348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4348
 JU4348.The horizontal coordinates are valid at the epoch date displayed above
 JU4348.which is a decimal equivalence of Year/Month/Day.
 JU4348
 JU4348.The orthometric height was determined by GPS observations and a
 JU4348.high-resolution geoid model.
 JU4348
 JU4348.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4348.GEOID18 height accuracy estimate available here.
 JU4348
 JU4348.Click photographs - Photos may exist for this station.
 JU4348
 JU4348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4348
 JU4348.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4348
 JU4348.The ellipsoidal height was determined by GPS observations
 JU4348.and is referenced to NAD 83.
 JU4348
 JU4348. The following values were computed from the NAD 83(2011) position.
 JU4348
 JU4348;                    North         East     Units Scale Factor Converg.
 JU4348;SPC NJ       -    59,167.283   100,683.096   MT  0.99992994   -0 21 46.8
 JU4348;SPC NJ       -   194,117.99    330,324.46   sFT  0.99992994   -0 21 46.8
 JU4348;UTM  18      - 4,357,277.516   493,770.647   MT  0.99960048   -0 02 45.1
 JU4348
 JU4348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4348!SPC NJ       -   1.00000200  x   0.99992994  =   0.99993194
 JU4348!UTM  18      -   1.00000200  x   0.99960048  =   0.99960248
 JU4348
 JU4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9377057277(NAD 83)
 JU4348
 JU4348|---------------------------------------------------------------------|
 JU4348| PID    Reference Object                     Distance      Geod. Az  |
 JU4348|                                                           dddmmss.s |
 JU4348| JU0995 Z 58                                339.850 METERS 03930     |
 JU4348|---------------------------------------------------------------------|
 JU4348
 JU4348                          SUPERSEDED SURVEY CONTROL
 JU4348
 JU4348  NAD 83(2007)-  39 21 53.76442(N)    075 04 20.32460(W) AD(2002.00) 0
 JU4348  ELLIP H (02/10/07)  -12.704  (m)                       GP(2002.00)    
 JU4348  ELLIP H (10/23/02)  -12.710  (m)                       GP(       ) 4 1
 JU4348  NAD 83(1996)-  39 21 53.76439(N)    075 04 20.32492(W) AD(       ) 1
 JU4348  ELLIP H (05/14/99)  -12.720  (m)                       GP(       ) 4 1
 JU4348  ELLIP H (10/16/98)  -12.714  (m)                       GP(       ) 3 1
 JU4348  ELLIP H (08/04/95)  -12.767  (m)                       GP(       ) 3 1
 JU4348  NAD 83(1992)-  39 21 53.76375(N)    075 04 20.32439(W) AD(       ) 1
 JU4348  NAVD 88 (08/31/93)   21.2    (m)  GEOID93  model used  GPS OBS        
 JU4348
 JU4348.Superseded values are not recommended for survey control.
 JU4348
 JU4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4348.See file dsdata.pdf to determine how the superseded data were derived.
 JU4348
 JU4348_MARKER: DQ = CALIBRATION BASE LINE DISK
 JU4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             NGS
 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 NATIONAL 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 = JULY 24, 2026 22:12:30 EDT
 LY2620 ***********************************************************************
 LY2620  DESIGNATION -  MILTON
 LY2620  PID         -  LY2620
 LY2620  STATE/COUNTY-  NJ/MORRIS
 LY2620  COUNTRY     -  US
 LY2620  USGS QUAD   -  FRANKLIN (2019)
 LY2620
 LY2620                         *CURRENT SURVEY CONTROL
 LY2620  ______________________________________________________________________
 LY2620* NAD 83(1996) POSITION- 41 00 30.93064(N) 074 32 25.74104(W)   ADJUSTED
 LY2620* NAVD 88 ORTHO HEIGHT -   416.6   (meters)     1367.    (feet) VERTCON3
 LY2620  ______________________________________________________________________
 LY2620  GEOID HEIGHT    -        -32.479 (meters)                     GEOID18
 LY2620  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2620.GEOID18 height accuracy estimate available here.
 LY2620
 LY2620.Click photographs - Photos may exist for this station.
 LY2620
 LY2620.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2620
 LY2620. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 LY2620:SPC NJ       -  CEDAR                                    044 17 46.7
 LY2620:UTM  18      -  CEDAR                                    043 58 05.6
 LY2620
 LY2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3864139812(NAD 83)
 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 0441611.1 |
 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
 LY2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2620.See file dsdata.pdf to determine how the superseded data were derived.
 LY2620
 LY2620_MARKER: DH = HORIZONTAL CONTROL DISK
 LY2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 LY2621 ***********************************************************************
 LY2621  DESIGNATION -  MILTON LOT
 LY2621  PID         -  LY2621
 LY2621  STATE/COUNTY-  NJ/MORRIS
 LY2621  COUNTRY     -  US
 LY2621  USGS QUAD   -  FRANKLIN (2019)
 LY2621
 LY2621                         *CURRENT SURVEY CONTROL
 LY2621  ______________________________________________________________________
 LY2621* NAD 83(1996) POSITION- 41 00 31.21414(N) 074 32 25.91999(W)   NO CHECK
 LY2621  ______________________________________________________________________
 LY2621  GEOID HEIGHT    -        -32.479 (meters)                     GEOID18
 LY2621  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 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
 LY2621.No horizontal observational check was made to the station.
 LY2621
 LY2621.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2621.GEOID18 height accuracy estimate available here.
 LY2621
 LY2621.Click photographs - Photos may exist for this station.
 LY2621
 LY2621.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2621
 LY2621. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3863639821(NAD 83)
 LY2621
 LY2621                          SUPERSEDED SURVEY CONTROL
 LY2621
 LY2621  NAD 83(1996)-  41 00 31.21357(N)    074 32 25.92047(W) AD(       ) 3
 LY2621  NAD 83(1986)-  41 00 31.21387(N)    074 32 25.92158(W) AD(       ) 3
 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
 LY2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2621.See file dsdata.pdf to determine how the superseded data were derived.
 LY2621
 LY2621_MARKER: 57 = LOOKOUT TOWER
 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     FIRST OBSERVED   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 = JULY 24, 2026 22:12:30 EDT
 KV5784 ***********************************************************************
 KV5784  DESIGNATION -  MIT
 KV5784  PID         -  KV5784
 KV5784  STATE/COUNTY-  NJ/MORRIS
 KV5784  COUNTRY     -  US
 KV5784  USGS QUAD   -  DOVER (2016)
 KV5784
 KV5784                         *CURRENT SURVEY CONTROL
 KV5784  ______________________________________________________________________
 KV5784* NAD 83(1996) POSITION- 40 52 55.54641(N) 074 36 17.03431(W)   ADJUSTED
 KV5784* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 KV5784  ______________________________________________________________________
 KV5784  GEOID HEIGHT    -        -32.785 (meters)                     GEOID18
 KV5784  LAPLACE CORR    -          2.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5784.GEOID18 height accuracy estimate available here.
 KV5784
 KV5784.Click photographs - Photos may exist for this station.
 KV5784
 KV5784.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5784
 KV5784. The following values were computed from the NAD 83(1996) position.
 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  =   0.99957728
 KV5784
 KV5784:                Primary Azimuth Mark                     Grid Az
 KV5784:SPC NJ       -  2398                                     253 32 42.4
 KV5784:UTM  18      -  2398                                     253 13 04.3
 KV5784
 KV5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3330125743(NAD 83)
 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
 KV5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5784.See file dsdata.pdf to determine how the superseded data were derived.
 KV5784
 KV5784_MARKER: DS = TRIANGULATION STATION DISK
 KV5784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20071011 POOR             GEOCAC
 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.
 KV5784
 KV5784                          STATION RECOVERY (2007)
 KV5784
 KV5784'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV5784'FOUND BY DESCRIPTION AND COORDINATES.  STATION IS LOCATED IN REAR YARD
 KV5784'OF MULTIPLE DWELLING UNIT AT 30 MARDAN COURT.  ACCESSED FROM
 KV5784'CUL-DE-SAC AT END OF MARDAN COURT.  SQUARE CONCRETE MONUMENT IS TILTED
 KV5784'APPROXIMATELY 30 DEGREES TO THE SOUTH.  RM2 LOCATED PER DESCRIPTION.
 KV5784'RM1 AND AZIMUTH NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6557 ***********************************************************************
 AB6557  DESIGNATION -  MIV A
 AB6557  PID         -  AB6557
 AB6557  STATE/COUNTY-  NJ/CUMBERLAND
 AB6557  COUNTRY     -  US
 AB6557  USGS QUAD   -  DIVIDING CREEK (2019)
 AB6557
 AB6557                         *CURRENT SURVEY CONTROL
 AB6557  ______________________________________________________________________
 AB6557* NAD 83(2011) POSITION- 39 21 58.21882(N) 075 04 16.66526(W)   ADJUSTED
 AB6557* NAD 83(2011) ELLIP HT-   -12.299 (meters)        (06/27/12)   ADJUSTED
 AB6557* NAD 83(2011) EPOCH   -  2010.00
 AB6557* NAVD 88 ORTHO HEIGHT -    21.7   (meters)       71.    (feet) GPS OBS
 AB6557  ______________________________________________________________________
 AB6557  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AB6557  GEOID HEIGHT    -        -34.001 (meters)                     GEOID96
 AB6557  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 AB6557  NAD 83(2011) X  -  1,272,017.923 (meters)                     COMP
 AB6557  NAD 83(2011) Y  - -4,770,974.631 (meters)                     COMP
 AB6557  NAD 83(2011) Z  -  4,023,819.817 (meters)                     COMP
 AB6557  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 AB6557
 AB6557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB6557  Standards:
 AB6557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB6557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB6557  -------------------------------------------------------------------
 AB6557  NETWORK    0.80   0.84           0.35   0.30   0.43      0.03445786
 AB6557  -------------------------------------------------------------------
 AB6557  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB6557
 AB6557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB6557.been affixed to the stable North American tectonic plate. See 
 AB6557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB6557
 AB6557.The horizontal coordinates are valid at the epoch date displayed above
 AB6557.which is a decimal equivalence of Year/Month/Day.
 AB6557
 AB6557.The orthometric height was determined by GPS observations and a
 AB6557.high-resolution geoid model.
 AB6557
 AB6557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6557.GEOID18 height accuracy estimate available here.
 AB6557
 AB6557.Click photographs - Photos may exist for this station.
 AB6557
 AB6557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6557
 AB6557.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6557
 AB6557.The ellipsoidal height was determined by GPS observations
 AB6557.and is referenced to NAD 83.
 AB6557
 AB6557. The following values were computed from the NAD 83(2011) position.
 AB6557
 AB6557;                    North         East     Units Scale Factor Converg.
 AB6557;SPC NJ       -    59,304.101   100,771.546   MT  0.99992983   -0 21 44.5
 AB6557;SPC NJ       -   194,566.87    330,614.65   sFT  0.99992983   -0 21 44.5
 AB6557;UTM  18      - 4,357,414.775   493,858.309   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9385857414(NAD 83)
 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  NAD 83(2007)-  39 21 58.21916(N)    075 04 16.66593(W) AD(2002.00) 0
 AB6557  ELLIP H (02/10/07)  -12.282  (m)                       GP(2002.00)    
 AB6557  ELLIP H (04/03/03)  -12.287  (m)                       GP(       ) 4 2
 AB6557  NAD 83(1993)-  39 21 58.21927(N)    075 04 16.66602(W) AD(       ) 3
 AB6557  ELLIP H (10/16/98)  -12.295  (m)                       GP(       ) 4 2
 AB6557
 AB6557.Superseded values are not recommended for survey control.
 AB6557
 AB6557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6557.See file dsdata.pdf to determine how the superseded data were derived.
 AB6557
 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 - April 19, 2008
 AB6557
 AB6557  HISTORY     - Date     Condition        Report By
 AB6557  HISTORY     - 1977     MONUMENTED       NGS
 AB6557  HISTORY     - 19910615 GOOD             NGS
 AB6557  HISTORY     - 19970121 GOOD             NGS
 AB6557  HISTORY     - 20051114 GOOD             INDIV
 AB6557  HISTORY     - 20080419 GOOD             GEOMET
 AB6557
 AB6557                          STATION DESCRIPTION
 AB6557
 AB6557'DESCRIBED BY NATIONAL 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.
 AB6557
 AB6557                          STATION RECOVERY (2008)
 AB6557
 AB6557'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 AB6557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA9218 ***********************************************************************
 AA9218  DESIGNATION -  MIV B
 AA9218  PID         -  AA9218
 AA9218  STATE/COUNTY-  NJ/CUMBERLAND
 AA9218  COUNTRY     -  US
 AA9218  USGS QUAD   -  DIVIDING CREEK (2019)
 AA9218
 AA9218                         *CURRENT SURVEY CONTROL
 AA9218  ______________________________________________________________________
 AA9218* NAD 83(2011) POSITION- 39 22 15.95724(N) 075 04 27.24646(W)   ADJUSTED
 AA9218* NAD 83(2011) ELLIP HT-   -14.364 (meters)        (06/27/12)   ADJUSTED
 AA9218* NAD 83(2011) EPOCH   -  2010.00
 AA9218* NAVD 88 ORTHO HEIGHT -    19.6   (meters)       64.    (feet) GPS OBS
 AA9218  ______________________________________________________________________
 AA9218  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9218  GEOID HEIGHT    -        -33.986 (meters)                     GEOID96
 AA9218  GEOID HEIGHT    -        -33.946 (meters)                     GEOID18
 AA9218  NAD 83(2011) X  -  1,271,683.389 (meters)                     COMP
 AA9218  NAD 83(2011) Y  - -4,770,703.049 (meters)                     COMP
 AA9218  NAD 83(2011) Z  -  4,024,241.417 (meters)                     COMP
 AA9218  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 AA9218
 AA9218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9218  Standards:
 AA9218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9218  -------------------------------------------------------------------
 AA9218  NETWORK    1.16   2.98           0.54   0.37   1.52     -0.09219260
 AA9218  -------------------------------------------------------------------
 AA9218  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9218
 AA9218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9218.been affixed to the stable North American tectonic plate. See 
 AA9218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9218
 AA9218.The horizontal coordinates are valid at the epoch date displayed above
 AA9218.which is a decimal equivalence of Year/Month/Day.
 AA9218
 AA9218.The orthometric height was determined by GPS observations and a
 AA9218.high-resolution geoid model.
 AA9218
 AA9218.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9218.GEOID18 height accuracy estimate available here.
 AA9218
 AA9218.Click photographs - Photos may exist for this station.
 AA9218
 AA9218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9218
 AA9218.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9218
 AA9218.The ellipsoidal height was determined by GPS observations
 AA9218.and is referenced to NAD 83.
 AA9218
 AA9218. The following values were computed from the NAD 83(2011) position.
 AA9218
 AA9218;                    North         East     Units Scale Factor Converg.
 AA9218;SPC NJ       -    59,852.703   100,521.750   MT  0.99993013   -0 21 51.4
 AA9218;SPC NJ       -   196,366.74    329,795.11   sFT  0.99993013   -0 21 51.4
 AA9218;UTM  18      - 4,357,961.806   493,605.563   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9360557961(NAD 83)
 AA9218
 AA9218                          SUPERSEDED SURVEY CONTROL
 AA9218
 AA9218  NAD 83(2007)-  39 22 15.95761(N)    075 04 27.24723(W) AD(2002.00) 0
 AA9218  ELLIP H (02/10/07)  -14.345  (m)                       GP(2002.00)    
 AA9218  ELLIP H (09/23/02)  -14.347  (m)                       GP(       ) 4 2
 AA9218  NAD 83(1992)-  39 22 15.95760(N)    075 04 27.24747(W) AD(       ) B
 AA9218  ELLIP H (03/24/98)  -14.364  (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)  -14.335  (m)                       GP(       ) 1 1
 AA9218  NAVD 88 (11/22/95)   19.5    (m)  GEOID93  model used  GPS OBS        
 AA9218
 AA9218.Superseded values are not recommended for survey control.
 AA9218
 AA9218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9218.See file dsdata.pdf to determine how the superseded data were derived.
 AA9218
 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       NGS
 AA9218  HISTORY     - 19910615 GOOD             NGS
 AA9218  HISTORY     - 19940824 GOOD             NGS
 AA9218
 AA9218                          STATION DESCRIPTION
 AA9218
 AA9218'DESCRIBED BY NATIONAL 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 = JULY 24, 2026 22:12:30 EDT
 AH4528 ***********************************************************************
 AH4528  SACS        -  This is a Secondary Airport Control Station.
 AH4528  DESIGNATION -  MIV C
 AH4528  PID         -  AH4528
 AH4528  STATE/COUNTY-  NJ/CUMBERLAND
 AH4528  COUNTRY     -  US
 AH4528  USGS QUAD   -  DIVIDING CREEK (2019)
 AH4528
 AH4528                         *CURRENT SURVEY CONTROL
 AH4528  ______________________________________________________________________
 AH4528* NAD 83(2011) POSITION- 39 22 19.30459(N) 075 04 29.99370(W)   ADJUSTED
 AH4528* NAD 83(2011) ELLIP HT-   -14.238 (meters)        (06/27/12)   ADJUSTED
 AH4528* NAD 83(2011) EPOCH   -  2010.00
 AH4528* NAVD 88 ORTHO HEIGHT -    19.73  (meters)       64.7   (feet) GPS OBS
 AH4528  ______________________________________________________________________
 AH4528  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AH4528  GEOID HEIGHT    -        -33.983 (meters)                     GEOID96
 AH4528  GEOID HEIGHT    -        -33.944 (meters)                     GEOID18
 AH4528  NAD 83(2011) X  -  1,271,603.008 (meters)                     COMP
 AH4528  NAD 83(2011) Y  - -4,770,656.805 (meters)                     COMP
 AH4528  NAD 83(2011) Z  -  4,024,321.299 (meters)                     COMP
 AH4528  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 AH4528
 AH4528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH4528  Standards:
 AH4528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH4528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH4528  -------------------------------------------------------------------
 AH4528  NETWORK    0.38   0.67           0.16   0.15   0.34      0.03493305
 AH4528  -------------------------------------------------------------------
 AH4528  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AH4528
 AH4528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH4528.been affixed to the stable North American tectonic plate. See 
 AH4528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH4528
 AH4528.The horizontal coordinates are valid at the epoch date displayed above
 AH4528.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AH4528
 AH4528.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4528.GEOID18 height accuracy estimate available here.
 AH4528
 AH4528.Click photographs - Photos may exist for this station.
 AH4528
 AH4528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4528
 AH4528.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH4528
 AH4528.The ellipsoidal height was determined by GPS observations
 AH4528.and is referenced to NAD 83.
 AH4528
 AH4528. The following values were computed from the NAD 83(2011) position.
 AH4528
 AH4528;                    North         East     Units Scale Factor Converg.
 AH4528;SPC NJ       -    59,956.343   100,456.653   MT  0.99993021   -0 21 53.1
 AH4528;SPC NJ       -   196,706.77    329,581.54   sFT  0.99993021   -0 21 53.1
 AH4528;UTM  18      - 4,358,065.050   493,539.915   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9353958065(NAD 83)
 AH4528
 AH4528                          SUPERSEDED SURVEY CONTROL
 AH4528
 AH4528  NAD 83(2007)-  39 22 19.30494(N)    075 04 29.99437(W) AD(2002.00) 0
 AH4528  ELLIP H (02/10/07)  -14.221  (m)                       GP(2002.00)    
 AH4528  ELLIP H (04/03/03)  -14.226  (m)                       GP(       ) 4 2
 AH4528  NAD 83(1993)-  39 22 19.30504(N)    075 04 29.99446(W) AD(       ) 1
 AH4528  ELLIP H (10/16/98)  -14.234  (m)                       GP(       ) 4 2
 AH4528
 AH4528.Superseded values are not recommended for survey control.
 AH4528
 AH4528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4528.See file dsdata.pdf to determine how the superseded data were derived.
 AH4528
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AE3589  USGS QUAD   -  DIVIDING CREEK (2019)
 AE3589
 AE3589                         *CURRENT SURVEY CONTROL
 AE3589  ______________________________________________________________________
 AE3589* NAD 83(2011) POSITION- 39 21 47.67301(N) 075 04 28.73534(W)   ADJUSTED
 AE3589* NAD 83(2011) ELLIP HT-   -13.344 (meters)        (06/27/12)   ADJUSTED
 AE3589* NAD 83(2011) EPOCH   -  2010.00
 AE3589* NAVD 88 ORTHO HEIGHT -    20.65  (meters)       67.7   (feet) GPS OBS
 AE3589  ______________________________________________________________________
 AE3589  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3589  GEOID HEIGHT    -        -34.007 (meters)                     GEOID96
 AE3589  GEOID HEIGHT    -        -33.966 (meters)                     GEOID18
 AE3589  NAD 83(2011) X  -  1,271,791.657 (meters)                     COMP
 AE3589  NAD 83(2011) Y  - -4,771,247.595 (meters)                     COMP
 AE3589  NAD 83(2011) Z  -  4,023,567.713 (meters)                     COMP
 AE3589  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 AE3589
 AE3589  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3589  Standards:
 AE3589         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3589            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3589  -------------------------------------------------------------------
 AE3589  NETWORK    0.23   0.65           0.09   0.10   0.33      0.12567372
 AE3589  -------------------------------------------------------------------
 AE3589  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AE3589
 AE3589.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3589.been affixed to the stable North American tectonic plate. See 
 AE3589.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3589
 AE3589.The horizontal coordinates are valid at the epoch date displayed above
 AE3589.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AE3589
 AE3589.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3589.GEOID18 height accuracy estimate available here.
 AE3589
 AE3589.Click photographs - Photos may exist for this station.
 AE3589
 AE3589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3589
 AE3589.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3589
 AE3589.The ellipsoidal height was determined by GPS observations
 AE3589.and is referenced to NAD 83.
 AE3589
 AE3589. The following values were computed from the NAD 83(2011) position.
 AE3589
 AE3589;                    North         East     Units Scale Factor Converg.
 AE3589;SPC NJ       -    58,980.735   100,480.566   MT  0.99993018   -0 21 52.1
 AE3589;SPC NJ       -   193,505.96    329,659.99   sFT  0.99993018   -0 21 52.1
 AE3589;UTM  18      - 4,357,089.911   493,569.218   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9356957089(NAD 83)
 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                   275.372 METERS 04659     |
 AE3589|---------------------------------------------------------------------|
 AE3589
 AE3589                          SUPERSEDED SURVEY CONTROL
 AE3589
 AE3589  NAD 83(2007)-  39 21 47.67335(N)    075 04 28.73602(W) AD(2002.00) 0
 AE3589  ELLIP H (02/10/07)  -13.327  (m)                       GP(2002.00)    
 AE3589  ELLIP H (01/21/03)  -13.331  (m)                       GP(       ) 4 1
 AE3589  ELLIP H (09/23/02)  -13.350  (m)                       GP(       ) 4 1
 AE3589  NAD 83(1996)-  39 21 47.67346(N)    075 04 28.73610(W) AD(       ) B
 AE3589  ELLIP H (10/08/97)  -13.339  (m)                       GP(       ) 4 1
 AE3589
 AE3589.Superseded values are not recommended for survey control.
 AE3589
 AE3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3589.See file dsdata.pdf to determine how the superseded data were derived.
 AE3589
 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     - 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 (2005)
 AE3589
 AE3589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 AE3589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0025 ***********************************************************************
 KV0025  DESIGNATION -  MIWACO C OF W
 KV0025  PID         -  KV0025
 KV0025  STATE/COUNTY-  NJ/MIDDLESEX
 KV0025  COUNTRY     -  US
 KV0025  USGS QUAD   -  PERTH AMBOY (2016)
 KV0025
 KV0025                         *CURRENT SURVEY CONTROL
 KV0025  ______________________________________________________________________
 KV0025* NAD 83(1986) POSITION- 40 33 17.     (N) 074 16 41.     (W)   SCALED
 KV0025* NAVD 88 ORTHO HEIGHT -     5.644 (meters)       18.52  (feet) ADJUSTED
 KV0025  ______________________________________________________________________
 KV0025  GEOID HEIGHT    -        -32.550 (meters)                     GEOID18
 KV0025  DYNAMIC HEIGHT  -          5.641 (meters)       18.51  (feet) COMP
 KV0025  MODELED GRAVITY -    980,214.7   (mgal)                       NAVD 88
 KV0025
 KV0025  VERT ORDER      -  FIRST     CLASS II
 KV0025
 KV0025.The horizontal coordinates were scaled from a map and have
 KV0025.an estimated accuracy of +/- 6 seconds.
 KV0025
 KV0025.The orthometric height was determined by differential leveling and
 KV0025.adjusted by the NATIONAL GEODETIC SURVEY
 KV0025.in June 1991.
 KV0025
 KV0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0025.GEOID18 height accuracy estimate available here.
 KV0025
 KV0025.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611895(NAD 83)
 KV0025
 KV0025                          SUPERSEDED SURVEY CONTROL
 KV0025
 KV0025  NGVD 29 (11/26/84)    5.985  (m)           19.64   (f) ADJUSTED    1 2
 KV0025
 KV0025.Superseded values are not recommended for survey control.
 KV0025
 KV0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0025.See file dsdata.pdf to determine how the superseded data were derived.
 KV0025
 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 = JULY 24, 2026 22:12:30 EDT
 DP7412 ***********************************************************************
 DP7412  SACS        -  This is a Secondary Airport Control Station.
 DP7412  DESIGNATION -  MJX A
 DP7412  PID         -  DP7412
 DP7412  STATE/COUNTY-  NJ/OCEAN
 DP7412  COUNTRY     -  US
 DP7412  USGS QUAD   -  KESWICK GROVE (2019)
 DP7412
 DP7412                         *CURRENT SURVEY CONTROL
 DP7412  ______________________________________________________________________
 DP7412* NAD 83(2011) POSITION- 39 55 49.34411(N) 074 17 23.49253(W)   ADJUSTED
 DP7412* NAD 83(2011) ELLIP HT-    -8.740 (meters)        (05/22/15)   ADJUSTED
 DP7412* NAD 83(2011) EPOCH   -  2010.00
 DP7412* NAVD 88 ORTHO HEIGHT -    24.22  (meters)       79.5   (feet) GPS OBS
 DP7412  ______________________________________________________________________
 DP7412  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DP7412  GEOID HEIGHT    -        -32.948 (meters)                     GEOID12B
 DP7412  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 DP7412  NAD 83(2011) X  -  1,326,145.269 (meters)                     COMP
 DP7412  NAD 83(2011) Y  - -4,714,708.605 (meters)                     COMP
 DP7412  NAD 83(2011) Z  -  4,072,054.715 (meters)                     COMP
 DP7412  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DP7412
 DP7412  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7412  Standards:
 DP7412         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7412            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7412  -------------------------------------------------------------------
 DP7412  NETWORK    0.42   0.51           0.19   0.15   0.26     -0.02690829
 DP7412  -------------------------------------------------------------------
 DP7412  Click here for local accuracies and other accuracy information.
 DP7412
 DP7412.This mark is at Ocean County Airport  (MJX)
 DP7412
 DP7412.The horizontal coordinates were established by GPS observations
 DP7412.and adjusted by the WOOLPERT CONSULTANTS in May 2015.
 DP7412
 DP7412.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7412.been affixed to the stable North American tectonic plate. See 
 DP7412.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7412
 DP7412.The horizontal coordinates are valid at the epoch date displayed above
 DP7412.which is a decimal equivalence of Year/Month/Day.
 DP7412
 DP7412.The orthometric height was determined by GPS observations and a
 DP7412.high-resolution geoid model.
 DP7412
 DP7412.GPS derived orthometric heights for airport stations designated as
 DP7412.PACS or SACS are published to 2 decimal places.  This maintains
 DP7412.centimeter relative accuracy between the PACS and SACS.  It does
 DP7412.not indicate centimeter accuracy relative to other marks which are
 DP7412.part of the published vertical control network.
 DP7412
 DP7412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7412.GEOID18 height accuracy estimate available here.
 DP7412
 DP7412.Click photographs - Photos may exist for this station.
 DP7412
 DP7412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7412
 DP7412.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7412
 DP7412.The ellipsoidal height was determined by GPS observations
 DP7412.and is referenced to NAD 83.
 DP7412
 DP7412. The following values were computed from the NAD 83(2011) position.
 DP7412
 DP7412;                    North         East     Units Scale Factor Converg.
 DP7412;SPC NJ       -   121,805.401   167,961.171   MT  0.99990397   +0 08 05.6
 DP7412;SPC NJ       -   399,623.22    551,052.61   sFT  0.99990397   +0 08 05.6
 DP7412;UTM  18      - 4,420,270.759   560,679.219   MT  0.99964533   +0 27 21.0
 DP7412
 DP7412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7412!SPC NJ       -   1.00000137  x   0.99990397  =   0.99990534
 DP7412!UTM  18      -   1.00000137  x   0.99964533  =   0.99964670
 DP7412
 DP7412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6067920270(NAD 83)
 DP7412
 DP7412                          SUPERSEDED SURVEY CONTROL
 DP7412
 DP7412.No superseded survey control is available for this station.
 DP7412
 DP7412_MARKER: DD = SURVEY DISK
 DP7412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7412_STAMPING: MJX A 2014
 DP7412_MARK LOGO: WOOLPT
 DP7412_PROJECTION: RECESSED 0 CENTIMETERS
 DP7412_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7412+STABILITY: SURFACE MOTION
 DP7412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7412+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2014
 DP7412
 DP7412  HISTORY     - Date     Condition        Report By
 DP7412  HISTORY     - 20141118 MONUMENTED       WOOLPT
 DP7412
 DP7412                          STATION DESCRIPTION
 DP7412
 DP7412'DESCRIBED BY WOOLPERT CONSULTANTS 2014 (DMH)
 DP7412'LOCATED AT THE OCEAN COUNTY-ROBERT J. MILLER AIRPARK (MJX) IN BERKELEY
 DP7412'TOWNSHIP.  THE STATION IS 5.15 MI (8.3 KM) WEST-SOUTHWEST OF TOMS
 DP7412'RIVER, 5.9 MI (9.5 KM) SOUTH OF LAKEHURST AND 10.0 MI (16.1 KM)
 DP7412'NORTHWEST OF FORKED RIVER.  OWNERSHIP--OCEAN COUNTY GOVERNMENT, 101
 DP7412'HOOPER AVENUE POST OFFICE BOX 2191, TOMS RIVER, NJ 08754-2191,
 DP7412'PHONE-732-929-2054.
 DP7412'
 DP7412'TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE PARKWAY
 DP7412'AND PINEWALD-KESWICK ROAD IN BERKELEY TOWNSHIP, GO 5.0 MI (8.0 KM)
 DP7412'NORTHWEST ON PINEWALD-KESWICK ROAD TO MULE ROAD.  TURN LEFT ONTO MULE
 DP7412'ROAD AND GO 0.44 MI (0.7 KM) SOUTHWEST TO ROBERT J. MILLER AIRPARK
 DP7412'ROAD.  TURN LEFT ONTO ROBERT J. MILLER AIRPARK ROAD, TOWARD OCEAN
 DP7412'COUNTY-ROBERT J. MILLER AIRPARK AND GO 0.44 MI (0.7 KM) SOUTHERLY TO A
 DP7412'PARKING LOT ENTRANCE FOR THE OCEAN COUNTY-ROBERT J. MILLER AIRPARK
 DP7412'OFFICES.  TURN LEFT INTO THE PARKING LOT AND GO 180 FT (54.9 M)
 DP7412'SOUTHEAST TO A GATED ENTRANCE TO AN APRON, CONTACT DAVID MCKEON,
 DP7412'AIRPORT MANAGER, 129 HOOPER AVENUE, POST OFFICE BOX 2191, TOMS RIVER,
 DP7412'NJ 08754-2191, PHONE-732-929-2054 FOR ACCESS.  CONTINUE THROUGH THE
 DP7412'GATE AND SOUTHEAST ACROSS THE APRON TO TAXIWAY 'C', TOTALING A
 DP7412'DISTANCE OF 270 FT (82.3 M) CONTINUE SOUTHEAST ON TAXIWAY 'C' FOR 220
 DP7412'FT (67.1 M) TO TAXIWAY 'A'.  TURN LEFT ONTO TAXIWAY 'A' AND GO 0.44 MI
 DP7412'(0.7 KM) NORTHEAST TO THE STATION ON THE RIGHT, IN LINE WITH TWO
 DP7412'TAXIWAY LIGHTS.
 DP7412'
 DP7412'THE STATION IS A BRASS DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DP7412'DIAMETER BY 4.5 FT (1.4 M) DEEP CONCRETE MONUMENT RECESSED 0.5 CM (0
 DP7412'INCH) BELOW GROUND.  THE STATION IS 26.4 FT (8.0 M) SOUTHEAST OF A
 DP7412'TAXIWAY LIGHT ON THE SOUTHEAST SIDE OF TAXIWAY 'A', 35.8 FT (10.9 M)
 DP7412'SOUTHEAST OF THE SOUTHEAST EDGE OF TAXIWAY 'A' AND 290.0 FT (88.4 M)
 DP7412'NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 06/24.
 DP7412'
 DP7412'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DP7412'(SACS).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7413 ***********************************************************************
 DP7413  SACS        -  This is a Secondary Airport Control Station.
 DP7413  DESIGNATION -  MJX B
 DP7413  PID         -  DP7413
 DP7413  STATE/COUNTY-  NJ/OCEAN
 DP7413  COUNTRY     -  US
 DP7413  USGS QUAD   -  KESWICK GROVE (2019)
 DP7413
 DP7413                         *CURRENT SURVEY CONTROL
 DP7413  ______________________________________________________________________
 DP7413* NAD 83(2011) POSITION- 39 55 24.14202(N) 074 18 05.92431(W)   ADJUSTED
 DP7413* NAD 83(2011) ELLIP HT-   -10.306 (meters)        (05/22/15)   ADJUSTED
 DP7413* NAD 83(2011) EPOCH   -  2010.00
 DP7413* NAVD 88 ORTHO HEIGHT -    22.64  (meters)       74.3   (feet) GPS OBS
 DP7413  ______________________________________________________________________
 DP7413  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DP7413  GEOID HEIGHT    -        -32.941 (meters)                     GEOID12B
 DP7413  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 DP7413  NAD 83(2011) X  -  1,325,310.012 (meters)                     COMP
 DP7413  NAD 83(2011) Y  - -4,715,460.425 (meters)                     COMP
 DP7413  NAD 83(2011) Z  -  4,071,457.629 (meters)                     COMP
 DP7413  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 DP7413
 DP7413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP7413  Standards:
 DP7413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP7413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP7413  -------------------------------------------------------------------
 DP7413  NETWORK    0.42   0.51           0.19   0.15   0.26     -0.03330480
 DP7413  -------------------------------------------------------------------
 DP7413  Click here for local accuracies and other accuracy information.
 DP7413
 DP7413.This mark is at Ocean County Airport  (MJX)
 DP7413
 DP7413.The horizontal coordinates were established by GPS observations
 DP7413.and adjusted by the WOOLPERT CONSULTANTS in May 2015.
 DP7413
 DP7413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP7413.been affixed to the stable North American tectonic plate. See 
 DP7413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP7413
 DP7413.The horizontal coordinates are valid at the epoch date displayed above
 DP7413.which is a decimal equivalence of Year/Month/Day.
 DP7413
 DP7413.The orthometric height was determined by GPS observations and a
 DP7413.high-resolution geoid model.
 DP7413
 DP7413.GPS derived orthometric heights for airport stations designated as
 DP7413.PACS or SACS are published to 2 decimal places.  This maintains
 DP7413.centimeter relative accuracy between the PACS and SACS.  It does
 DP7413.not indicate centimeter accuracy relative to other marks which are
 DP7413.part of the published vertical control network.
 DP7413
 DP7413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7413.GEOID18 height accuracy estimate available here.
 DP7413
 DP7413.Click photographs - Photos may exist for this station.
 DP7413
 DP7413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP7413
 DP7413.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP7413
 DP7413.The ellipsoidal height was determined by GPS observations
 DP7413.and is referenced to NAD 83.
 DP7413
 DP7413. The following values were computed from the NAD 83(2011) position.
 DP7413
 DP7413;                    North         East     Units Scale Factor Converg.
 DP7413;SPC NJ       -   121,025.876   166,955.472   MT  0.99990354   +0 07 38.3
 DP7413;SPC NJ       -   397,065.73    547,753.08   sFT  0.99990354   +0 07 38.3
 DP7413;UTM  18      - 4,419,485.816   559,678.161   MT  0.99964384   +0 26 53.5
 DP7413
 DP7413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP7413!SPC NJ       -   1.00000162  x   0.99990354  =   0.99990516
 DP7413!UTM  18      -   1.00000162  x   0.99964384  =   0.99964546
 DP7413
 DP7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5967819485(NAD 83)
 DP7413
 DP7413                          SUPERSEDED SURVEY CONTROL
 DP7413
 DP7413.No superseded survey control is available for this station.
 DP7413
 DP7413_MARKER: DD = SURVEY DISK
 DP7413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP7413_STAMPING: MJX B 2014
 DP7413_MARK LOGO: WOOLPT
 DP7413_PROJECTION: FLUSH
 DP7413_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP7413+STABILITY: SURFACE MOTION
 DP7413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7413+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2014
 DP7413
 DP7413  HISTORY     - Date     Condition        Report By
 DP7413  HISTORY     - 20141118 MONUMENTED       WOOLPT
 DP7413
 DP7413                          STATION DESCRIPTION
 DP7413
 DP7413'DESCRIBED BY WOOLPERT CONSULTANTS 2014 (DMH)
 DP7413'LOCATED AT THE OCEAN COUNTY-ROBERT J. MILLER AIRPARK (MJX) IN BERKELEY
 DP7413'TOWNSHIP.  THE STATION IS 5.9 MI (9.5 KM) WEST-SOUTHWEST OF TOMS
 DP7413'RIVER, 6.3 MI (10.1 KM) SOUTH OF LAKEHURST, 10.1 MI (16.3 KM)
 DP7413'NORTHWEST OF FORKED RIVER.  OWNERSHIP--OCEAN COUNTY GOVERNMENT, 101
 DP7413'HOOPER AVENUE POST OFFICE BOX 2191, TOMS RIVER, NJ 08754-2191,
 DP7413'PHONE-732-929-2054.
 DP7413'
 DP7413'TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE PARKWAY
 DP7413'AND PINEWALD-KESWICK ROAD IN BERKELEY TOWNSHIP, GO 5.0 MI (8.0 KM)
 DP7413'NORTHWEST ON PINEWALD-KESWICK ROAD TO MULE ROAD.  TURN LEFT ONTO MULE
 DP7413'ROAD AND GO 0.44 MI (0.7 KM) SOUTHWEST TO ROBERT J. MILLER AIRPARK
 DP7413'ROAD.  TURN LEFT ONTO ROBERT J. MILLER AIRPARK ROAD, TOWARD OCEAN
 DP7413'COUNTY-ROBERT J. MILLER AIRPARK AND GO 0.44 MI (0.7 KM) SOUTHERLY TO A
 DP7413'PARKING LOT ENTRANCE FOR THE OCEAN COUNTY-ROBERT J. MILLER AIRPARK
 DP7413'OFFICES.  TURN LEFT INTO THE PARKING LOT AND GO 180 FT (54.9 M)
 DP7413'SOUTHEAST TO A GATED ENTRANCE TO AN APRON, CONTACT DAVID MCKEON,
 DP7413'AIRPORT MANAGER, 129 HOOPER AVENUE, POST OFFICE BOX 2191, TOMS RIVER,
 DP7413'NJ 08754-2191, PHONE-732-929-2054 FOR ACCESS.  CONTINUE THROUGH THE
 DP7413'GATE AND SOUTHEAST ACROSS THE APRON TO TAXIWAY 'C', TOTALING A
 DP7413'DISTANCE OF 270 FT (82.3 M) CONTINUE SOUTHEAST ON TAXIWAY 'C' FOR 220
 DP7413'FT (67.1 M) TO TAXIWAY 'A'.  TURN RIGHT ONTO TAXIWAY 'A' AND GO 0.35
 DP7413'MI (0.6 KM) SOUTHWEST, CROSSING RUNWAY 14/32, TO THE STATION ON THE
 DP7413'RIGHT.
 DP7413'
 DP7413'THE STATION IS A BRASS DISK SET IN THE TOP OF A 12 INCH (30 CM)
 DP7413'DIAMETER BY 4.5 FT (1.4 M) DEEP CONCRETE MONUMENT SET FLUSH WITH THE
 DP7413'GROUND.  THE STATION IS 191.5 FT (58.4 M) SOUTHWEST OF THE WESTERLY
 DP7413'EDGE OF RUNWAY 14/32, 147.7 FT (45.0 M) NORTHWEST OF THE EXTENDED
 DP7413'CENTERLINE OF TAXIWAY 'A' AND 148.3 FT (45.2 M) WEST OF THE CENTER OF
 DP7413'AIRFIELD SIGN 'A-14/32'.
 DP7413'
 DP7413'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DP7413'(SACS).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO4831 ***********************************************************************
 DO4831  DESIGNATION -  MK 1617
 DO4831  PID         -  DO4831
 DO4831  STATE/COUNTY-  NJ/HUNTERDON
 DO4831  COUNTRY     -  US
 DO4831  USGS QUAD   -  RARITAN (2019)
 DO4831
 DO4831                         *CURRENT SURVEY CONTROL
 DO4831  ______________________________________________________________________
 DO4831* NAD 83(1986) POSITION- 40 37 11.08   (N) 074 44 58.86   (W)   HD_HELD1
 DO4831* NAVD 88 ORTHO HEIGHT -    65.486 (meters)      214.85  (feet) ADJUSTED
 DO4831  ______________________________________________________________________
 DO4831  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 DO4831  DYNAMIC HEIGHT  -         65.456 (meters)      214.75  (feet) COMP
 DO4831  MODELED GRAVITY -    980,178.5   (mgal)                       NAVD 88
 DO4831
 DO4831  VERT ORDER      -  FIRST     CLASS II
 DO4831
 DO4831.The horizontal coordinates were determined by differentially corrected
 DO4831.hand held GPS observations or other comparable positioning techniques
 DO4831.and have an estimated accuracy of +/- 3 meters.
 DO4831
 DO4831.The orthometric height was determined by differential leveling and
 DO4831.adjusted by the NATIONAL GEODETIC SURVEY
 DO4831.in April 2013.
 DO4831
 DO4831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4831.GEOID18 height accuracy estimate available here.
 DO4831
 DO4831.Click photographs - Photos may exist for this station.
 DO4831
 DO4831.The dynamic height is computed by dividing the NAVD 88
 DO4831.geopotential number by the normal gravity value computed on the
 DO4831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4831.degrees latitude (g = 980.6199 gals.).
 DO4831
 DO4831.The modeled gravity was interpolated from observed gravity values.
 DO4831
 DO4831;                    North         East    Units  Estimated Accuracy
 DO4831;SPC NJ       -   198,354.3     128,874.7     MT  (+/- 3 meters HH1 GPS) 
 DO4831
 DO4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2117296576(NAD 83)
 DO4831
 DO4831                          SUPERSEDED SURVEY CONTROL
 DO4831
 DO4831.No superseded survey control is available for this station.
 DO4831
 DO4831_MARKER: X = CHISELED CROSS
 DO4831_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO4831_SP_SET: STONE DOOR SILL
 DO4831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO4831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4831+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2011
 DO4831
 DO4831  HISTORY     - Date     Condition        Report By
 DO4831  HISTORY     - UNK      MONUMENTED       NJDCED
 DO4831  HISTORY     - 20111118 GOOD             NJGS
 DO4831
 DO4831                          STATION DESCRIPTION
 DO4831
 DO4831'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (FAC)
 DO4831'THE STATION IS LOCATED IN READINGTON TOWNSHIP ON THE NORTH SIDE OF OLD
 DO4831'HIGHWAY 28 IN THE LOCAL COMMUNITY OF WHITEHOUSE.  THE STATION, A
 DO4831'CHISELED CROSS, IS SET FLUSH AT THE SOUTHEAST OUTER CORNER OF THE
 DO4831'STONE DOOR SILL AT THE MAIN ENTRANCE LEADING TO THE WHITEHOUSE UNITED
 DO4831'METHODIST CHURCH.
 DO4831'
 DO4831'TO REACH THE STATION FROM THE INTERSECTION OF FIRE LANE AND OLD
 DO4831'HIGHWAY 28 IN THE LOCAL COMMUNITY OF WHITEHOUSE, GO WEST-NORTHWEST ON
 DO4831'OLD HIGHWAY 28 FOR 0.16 MI (0.3 KM) TO THE WHITEHOUSE UNITED METHODIST
 DO4831'CHURCH AND THE STATION ON THE RIGHT.
 DO4831'
 DO4831'THE STATION IS 66.0 FT (20.1 M) NORTH FROM THE CENTERLINE OF OLD
 DO4831'HIGHWAY 28, 4.3 FT (1.3 M) EAST FROM THE CENTERLINE OF A SET OF WOODEN
 DO4831'DOUBLE DOORS AT THE MAIN ENTRANCE TO THE CHURCH, 46.1 FT (14.1 M)
 DO4831'NORTH-NORTHWEST FROM WOOD UTILITY POLE NUMBER RIGHT 112, 44.3 FT (13.5
 DO4831'M) EAST FROM THE CENTERLINE OF A PAVED DRIVE LEADING TO A PARKING LOT
 DO4831'BEHIND THE CHURCH, 15.8 FT (4.8 M) NORTHEAST FROM THE SOUTHWEST CORNER
 DO4831'OF A CONCRETE PATIO IN FRONT OF THE MAIN ENTRANCE TO THE CHURCH, 3/4
 DO4831'INCH (19 MM) NORTH FROM THE SOUTH EDGE OF THE DOOR SILL, 21/2 INCH (27
 DO4831'CM) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE EAST DOOR POST AND
 DO4831'101/2 INCH (128 CM) SOUTH FROM THE FACE OF THE WOODEN DOUBLE DOORS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3350 ***********************************************************************
 DI3350  DESIGNATION -  MK 975
 DI3350  PID         -  DI3350
 DI3350  STATE/COUNTY-  NJ/CAMDEN
 DI3350  COUNTRY     -  US
 DI3350  USGS QUAD   -  CAMDEN (2019)
 DI3350
 DI3350                         *CURRENT SURVEY CONTROL
 DI3350  ______________________________________________________________________
 DI3350* NAD 83(1986) POSITION- 39 56 15.85   (N) 075 06 40.95   (W)   HD_HELD1
 DI3350* NAVD 88 ORTHO HEIGHT -     5.293 (meters)       17.37  (feet) ADJUSTED
 DI3350  ______________________________________________________________________
 DI3350  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 DI3350  DYNAMIC HEIGHT  -          5.291 (meters)       17.36  (feet) COMP
 DI3350  MODELED GRAVITY -    980,187.8   (mgal)                       NAVD 88
 DI3350
 DI3350  VERT ORDER      -  FIRST     CLASS II
 DI3350
 DI3350.The horizontal coordinates were determined by differentially corrected
 DI3350.hand held GPS observations or other comparable positioning techniques
 DI3350.and have an estimated accuracy of +/- 3 meters.
 DI3350
 DI3350.The orthometric height was determined by differential leveling and
 DI3350.adjusted by the NATIONAL GEODETIC SURVEY
 DI3350.in June 2007.
 DI3350
 DI3350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3350.GEOID18 height accuracy estimate available here.
 DI3350
 DI3350.Click photographs - Photos may exist for this station.
 DI3350
 DI3350.The dynamic height is computed by dividing the NAVD 88
 DI3350.geopotential number by the normal gravity value computed on the
 DI3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3350.degrees latitude (g = 980.6199 gals.).
 DI3350
 DI3350.The modeled gravity was interpolated from observed gravity values.
 DI3350
 DI3350;                    North         East    Units  Estimated Accuracy
 DI3350;SPC NJ       -   122,780.6      97,750.0     MT  (+/- 3 meters HH1 GPS) 
 DI3350
 DI3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9048420852(NAD 83)
 DI3350
 DI3350                          SUPERSEDED SURVEY CONTROL
 DI3350
 DI3350.No superseded survey control is available for this station.
 DI3350
 DI3350_MARKER: Z = SEE DESCRIPTION
 DI3350_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI3350_PROJECTION: RECESSED 10 CENTIMETERS
 DI3350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3350+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 DI3350
 DI3350  HISTORY     - Date     Condition        Report By
 DI3350  HISTORY     - UNK      MONUMENTED       NJDCED
 DI3350  HISTORY     - 20051020 GOOD             NJGS
 DI3350
 DI3350                          STATION DESCRIPTION
 DI3350
 DI3350'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DI3350'THE STATION IS LOCATED IN THE CITY OF CAMDEN, AT THE JUNCTION OF
 DI3350'HADDON AVENUE (COUNTY  ROUTE 561), LINE STREET, AND MT EPHRAIM AVENUE
 DI3350'(COUNTY ROUTE 605).
 DI3350'
 DI3350'THE STATION IS A SQUARE CAMDEN ENGINEERS MONUMENT ABOUT 0.1 METER
 DI3350'BELOW THE SIDEWALK  IN A ROUND CITY OF CAMDEN ENGINEERS MONUMENT BOX.
 DI3350'THE STATION IS ALSO A NJGS STATION  DESIGNATED MK 975.
 DI3350'
 DI3350'THE STATION IS 2.0 M (6.6 FT) SOUTH OF THE SOUTH CURB OF LINE STREET,
 DI3350'1.9 M (6.2 FT) EAST OF  EAST CURB OF MT EPHRAIM AVENUE, 9.3 M (30.5
 DI3350'FT) NORTH OF THE NORTH CURB OF HADDON AVENUE,  8.5 M (27.9 FT) NORTH
 DI3350'OF POLE NUMBER 10730.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AJ8553 ***********************************************************************
 AJ8553  SACS        -  This is a Secondary Airport Control Station.
 AJ8553  DESIGNATION -  MMU C
 AJ8553  PID         -  AJ8553
 AJ8553  STATE/COUNTY-  NJ/MORRIS
 AJ8553  COUNTRY     -  US
 AJ8553  USGS QUAD   -  MORRISTOWN (2016)
 AJ8553
 AJ8553                         *CURRENT SURVEY CONTROL
 AJ8553  ______________________________________________________________________
 AJ8553* NAD 83(2011) POSITION- 40 47 48.78505(N) 074 25 05.26377(W)   ADJUSTED
 AJ8553* NAD 83(2011) ELLIP HT-    22.045 (meters)        (06/27/12)   ADJUSTED
 AJ8553* NAD 83(2011) EPOCH   -  2010.00
 AJ8553* NAVD 88 ORTHO HEIGHT -    54.858 (meters)      179.98  (feet) ADJUSTED
 AJ8553  ______________________________________________________________________
 AJ8553  GEOID HEIGHT    -        -32.799 (meters)                     GEOID18
 AJ8553  NAD 83(2011) X  -  1,298,854.735 (meters)                     COMP
 AJ8553  NAD 83(2011) Y  - -4,657,664.161 (meters)                     COMP
 AJ8553  NAD 83(2011) Z  -  4,145,387.920 (meters)                     COMP
 AJ8553  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 AJ8553  DYNAMIC HEIGHT  -         54.834 (meters)      179.90  (feet) COMP
 AJ8553  MODELED GRAVITY -    980,191.8   (mgal)                       NAVD 88
 AJ8553
 AJ8553  VERT ORDER      -  SECOND    CLASS II
 AJ8553
 AJ8553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8553  Standards:
 AJ8553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8553  -------------------------------------------------------------------
 AJ8553  NETWORK    1.06   1.10           0.48   0.37   0.56      0.06611987
 AJ8553  -------------------------------------------------------------------
 AJ8553  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AJ8553
 AJ8553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8553.been affixed to the stable North American tectonic plate. See 
 AJ8553.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8553
 AJ8553.The horizontal coordinates are valid at the epoch date displayed above
 AJ8553.which is a decimal equivalence of Year/Month/Day.
 AJ8553
 AJ8553.The orthometric height was determined by differential leveling and
 AJ8553.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8553.in March 2005.
 AJ8553
 AJ8553.No vertical observational check was made to the station.
 AJ8553
 AJ8553.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8553.GEOID18 height accuracy estimate available here.
 AJ8553
 AJ8553.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AJ8553
 AJ8553.The ellipsoidal height was determined by GPS observations
 AJ8553.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ8553
 AJ8553;                    North         East     Units Scale Factor Converg.
 AJ8553;SPC NJ       -   217,996.700   156,908.658   MT  0.99990059   +0 03 12.6
 AJ8553;SPC NJ       -   715,210.84    514,791.16   sFT  0.99990059   +0 03 12.6
 AJ8553;UTM  18      - 4,516,372.597   549,086.300   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4908616372(NAD 83)
 AJ8553
 AJ8553|---------------------------------------------------------------------|
 AJ8553| PID    Reference Object                     Distance      Geod. Az  |
 AJ8553|                                                           dddmmss.s |
 AJ8553| AJ8502 MMU D                               461.596 METERS 1845324.9 |
 AJ8553|---------------------------------------------------------------------|
 AJ8553
 AJ8553                          SUPERSEDED SURVEY CONTROL
 AJ8553
 AJ8553  NAD 83(2007)-  40 47 48.78527(N)    074 25 05.26462(W) AD(2002.00) 0
 AJ8553  ELLIP H (02/10/07)   22.052  (m)                       GP(2002.00)    
 AJ8553  ELLIP H (04/03/03)   22.054  (m)                       GP(       ) 4 1
 AJ8553  NAD 83(1996)-  40 47 48.78519(N)    074 25 05.26480(W) AD(       ) 1
 AJ8553  ELLIP H (03/19/02)   22.050  (m)                       GP(       ) 4 1
 AJ8553  NAVD 88 (03/19/02)   54.84   (m)  GEOID99  model used  GPS OBS        
 AJ8553
 AJ8553.Superseded values are not recommended for survey control.
 AJ8553
 AJ8553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8553.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8553
 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 - June 24, 2016
 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  HISTORY     - 20070418 GOOD             JCLS
 AJ8553  HISTORY     - 20091218 GOOD             BANC
 AJ8553  HISTORY     - 20121017 POOR             WOOLPT
 AJ8553  HISTORY     - 20160624 POOR             WOOLPT
 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                          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.
 AJ8553
 AJ8553                          STATION RECOVERY (2007)
 AJ8553
 AJ8553'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 AJ8553'RECOVERED IN GOOD CONDITION.
 AJ8553
 AJ8553                          STATION RECOVERY (2009)
 AJ8553
 AJ8553'RECOVERY NOTE BY BANC 3 2009 (ATT)
 AJ8553'NOT ACCESSIBLE WITHOUT CONTROL TOWER ESCORT
 AJ8553
 AJ8553                          STATION RECOVERY (2012)
 AJ8553
 AJ8553'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (DMH)
 AJ8553'RECOVERED IN POOR CONDITION.
 AJ8553'
 AJ8553'NOTE-AS RECENT CONSTRUCTION HAS DESTROYED THE LOGO CAP AND COLLAR, BUT
 AJ8553'THE ROD AND DATUM POINT REMAIN.  THE CONSTRUCTION HAS CHANGED NEARBY
 AJ8553'MEASUREMENTS.  THE STATION IS LOCATED 31.9 M (104.7 FT) SOUTHEAST OF A
 AJ8553'WINDSOCK, 41.8 M (137.1 FT) NORTHWEST OF THE EDGE OF PAVEMENT OF
 AJ8553'TAXIWAY A AND 63.6 M (208.7 FT) NORTH-NORTHEAST OF THE TAXIWAY E/A
 AJ8553'INTERSECTION SIGN.  THE STATION IS CURRENTLY BELOW GRADE.
 AJ8553
 AJ8553                          STATION RECOVERY (2016)
 AJ8553
 AJ8553'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2016 (BSM)
 AJ8553'THE PACS TO WHICH THIS MARK IS REFERENCED IS SCHEDULED TO BE DESTROYED
 AJ8553'BY AIRPORT CONSTRUCTION IN 2016.  THIS MARK IS NO LONGER CONSIDERED A
 AJ8553'SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO7253 ***********************************************************************
 DO7253  SACS        -  This is a Secondary Airport Control Station.
 DO7253  DESIGNATION -  MMU F
 DO7253  PID         -  DO7253
 DO7253  STATE/COUNTY-  NJ/MORRIS
 DO7253  COUNTRY     -  US
 DO7253  USGS QUAD   -  MORRISTOWN (2016)
 DO7253
 DO7253                         *CURRENT SURVEY CONTROL
 DO7253  ______________________________________________________________________
 DO7253* NAD 83(2011) POSITION- 40 47 49.02062(N) 074 25 13.27003(W)   ADJUSTED
 DO7253* NAD 83(2011) ELLIP HT-    22.675 (meters)        (02/06/18)   ADJUSTED
 DO7253* NAD 83(2011) EPOCH   -  2010.00
 DO7253* NAVD 88 ORTHO HEIGHT -    55.48  (meters)      182.0   (feet) GPS OBS
 DO7253  ______________________________________________________________________
 DO7253  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DO7253  GEOID HEIGHT    -        -32.795 (meters)                     GEOID12B
 DO7253  GEOID HEIGHT    -        -32.801 (meters)                     GEOID18
 DO7253  NAD 83(2011) X  -  1,298,672.798 (meters)                     COMP
 DO7253  NAD 83(2011) Y  - -4,657,710.459 (meters)                     COMP
 DO7253  NAD 83(2011) Z  -  4,145,393.833 (meters)                     COMP
 DO7253  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 DO7253
 DO7253  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7253  Standards:
 DO7253         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7253            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7253  -------------------------------------------------------------------
 DO7253  NETWORK    1.04   1.16           0.49   0.32   0.59     -0.01505703
 DO7253  -------------------------------------------------------------------
 DO7253  Click here for local accuracies and other accuracy information.
 DO7253
 DO7253.This mark is at Morristown Airport (MMU)
 DO7253
 DO7253.The horizontal coordinates were established by GPS observations
 DO7253.and adjusted by the WOOLPERT CONSULTANTS in February 2018.
 DO7253
 DO7253.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7253.been affixed to the stable North American tectonic plate. See 
 DO7253.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7253
 DO7253.The horizontal coordinates are valid at the epoch date displayed above
 DO7253.which is a decimal equivalence of Year/Month/Day.
 DO7253
 DO7253.The orthometric height was determined by GPS observations and a
 DO7253.high-resolution geoid model.
 DO7253
 DO7253.GPS derived orthometric heights for airport stations designated as
 DO7253.PACS or SACS are published to 2 decimal places.  This maintains
 DO7253.centimeter relative accuracy between the PACS and SACS.  It does
 DO7253.not indicate centimeter accuracy relative to other marks which are
 DO7253.part of the published vertical control network.
 DO7253
 DO7253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7253.GEOID18 height accuracy estimate available here.
 DO7253
 DO7253.Click photographs - Photos may exist for this station.
 DO7253
 DO7253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7253
 DO7253.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7253
 DO7253.The ellipsoidal height was determined by GPS observations
 DO7253.and is referenced to NAD 83.
 DO7253
 DO7253. The following values were computed from the NAD 83(2011) position.
 DO7253
 DO7253;                    North         East     Units Scale Factor Converg.
 DO7253;SPC NJ       -   218,003.793   156,720.984   MT  0.99990056   +0 03 07.3
 DO7253;SPC NJ       -   715,234.11    514,175.43   sFT  0.99990056   +0 03 07.3
 DO7253;UTM  18      - 4,516,378.618   548,898.639   MT  0.99962943   +0 22 43.5
 DO7253
 DO7253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7253!SPC NJ       -   0.99999644  x   0.99990056  =   0.99989700
 DO7253!UTM  18      -   0.99999644  x   0.99962943  =   0.99962587
 DO7253
 DO7253:                Primary Azimuth Mark                     Grid Az
 DO7253:SPC NJ       -  MMU D                                    162 19 52.7
 DO7253:UTM  18      -  MMU D                                    162 00 16.5
 DO7253
 DO7253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4889816378(NAD 83)
 DO7253
 DO7253|---------------------------------------------------------------------|
 DO7253| PID    Reference Object                     Distance      Geod. Az  |
 DO7253|                                                           dddmmss.s |
 DO7253| AJ8502 MMU D                               490.169 METERS 1622300.0 |
 DO7253|---------------------------------------------------------------------|
 DO7253
 DO7253                          SUPERSEDED SURVEY CONTROL
 DO7253
 DO7253  NAD 83(2011)-  40 47 49.02084(N)    074 25 13.26946(W) AD(2010.00) 0
 DO7253  ELLIP H (05/06/13)   22.684  (m)                       GP(2010.00)    
 DO7253  NAVD 88 (05/06/13)   55.51   (m)  GEOID12A model used  GPS OBS        
 DO7253
 DO7253.Superseded values are not recommended for survey control.
 DO7253
 DO7253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7253.See file dsdata.pdf to determine how the superseded data were derived.
 DO7253
 DO7253_MARKER: DD = SURVEY DISK
 DO7253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO7253_STAMPING: MMU F 2012
 DO7253_MARK LOGO: WOOLPT
 DO7253_PROJECTION: FLUSH
 DO7253_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DO7253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7253+STABILITY: SURFACE MOTION
 DO7253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7253+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2019
 DO7253
 DO7253  HISTORY     - Date     Condition        Report By
 DO7253  HISTORY     - 20121017 MONUMENTED       WOOLPT
 DO7253  HISTORY     - 20171012 GOOD             WOOLPT
 DO7253  HISTORY     - 20190125 GOOD             SCELS
 DO7253
 DO7253                          STATION DESCRIPTION
 DO7253
 DO7253'DESCRIBED BY WOOLPERT CONSULTANTS 2012 (DMH)
 DO7253'THE STATION IS LOCATED AT THE MORRISTOWN MUNICIPAL AIRPORT, ABOUT 5.15
 DO7253'KM (3.20 MI) EAST OF DOWNTOWN MORRISTOWN, NJ, 7.56 KM (4.70 MI) SOUTH
 DO7253'OF PARSIPPANY-TROY HILLS, NJ AND 22.04 KM (13.70 MI) WEST-NORTHWEST OF
 DO7253'NEWARK, NJ.  OWNERSHIP--D.M.  AIRPORT DEVELOPERS INCORPORATED, 8
 DO7253'AIRPORT ROAD, MORRISTOWN, NJ 07960.  PHONE 201-522-8742.
 DO7253'
 DO7253'TO REACH THE STATION FROM THE INTERSECTION OF NORTHBOUND I-287 AND
 DO7253'STATE ROUTE 24, GO SOUTHEAST ON STATE ROUTE 24 FOR 2.79 KM (1.73 MI)
 DO7253'TO THE EASTBOUND COLUMBIA TURNPIKE EXIT.  TAKE THE EXIT AND PROCEED
 DO7253'EAST ON COLUMBIA TURNPIKE FOR 0.45 KM (0.28 MI) TO THE AIRPORT ROAD
 DO7253'INTERSECTION.  TURN LEFT AND PROCEED NORTH ON AIRPORT ROAD FOR 0.68 KM
 DO7253'(0.42 MI) TO THE MORRISTOWN MUNICIPAL AIRPORT ENTRANCE ON THE LEFT.
 DO7253'TURN LEFT AND FOLLOW THE ROAD 0.72 KM (0.45 MI) TO A GATE.  FOR
 DO7253'ACCESS, CONTACT THE MORRISTOWN MUNICIPAL AIRPORT OPERATIONS AT
 DO7253'201-522-8742.  PASS THROUGH THE GATE AND CONTINUE 0.01 KM (0.01 MI) TO
 DO7253'THE STATION ON THE LEFT.
 DO7253'
 DO7253'THE STATION IS A BRASS DISK SET IN THE TOP OF A 1.4 M (4.6 FT) DEEP,
 DO7253'36 CM (14 INCHES) DIAMETER CONCRETE MONUMENT.  THE STATION IS LOCATED
 DO7253'15.41 M (50.6 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MMU
 DO7253'FIRE RESCUE BUILDING, 3.87 M (12.7 FT) SOUTH OF A STOP SIGN, 3.9 M
 DO7253'(12.8 FT) EAST OF A FIRE HYDRANT AND 0.63 M (2.1 FT) NORTHWEST OF A
 DO7253'CARSONITE WITNESS POST.  THE STATION IS SET ABOUT LEVEL WITH THE ROAD
 DO7253'AND IS FLUSH WITH THE GROUND.
 DO7253'
 DO7253'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DO7253'(SACS).
 DO7253
 DO7253                          STATION RECOVERY (2017)
 DO7253
 DO7253'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (BSM)
 DO7253'RECOVERED AS DESCRIBED EXCEPT THE AIRPORT ENTRANCE IS ON THE RIGHT AS
 DO7253'YOU TRAVEL NORTH ON AIRPORT ROAD WHICH MAKES THE TURN INTO THE AIRPORT
 DO7253'RIGHT, AS WELL.
 DO7253
 DO7253                          STATION RECOVERY (2019)
 DO7253
 DO7253'RECOVERY NOTE BY SHUMAKER CONSULTING 2019 (TRE)
 DO7253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7195 ***********************************************************************
 DQ7195  PACS        -  This is a Primary Airport Control Station.
 DQ7195  DESIGNATION -  MMU G
 DQ7195  PID         -  DQ7195
 DQ7195  STATE/COUNTY-  NJ/MORRIS
 DQ7195  COUNTRY     -  US
 DQ7195  USGS QUAD   -  MORRISTOWN (2016)
 DQ7195
 DQ7195                         *CURRENT SURVEY CONTROL
 DQ7195  ______________________________________________________________________
 DQ7195* NAD 83(2011) POSITION- 40 48 09.51312(N) 074 24 41.54023(W)   ADJUSTED
 DQ7195* NAD 83(2011) ELLIP HT-    21.613 (meters)        (02/06/18)   ADJUSTED
 DQ7195* NAD 83(2011) EPOCH   -  2010.00
 DQ7195* NAVD 88 ORTHO HEIGHT -    54.40  (meters)      178.5   (feet) GPS OBS
 DQ7195  ______________________________________________________________________
 DQ7195  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ7195  GEOID HEIGHT    -        -32.779 (meters)                     GEOID12B
 DQ7195  GEOID HEIGHT    -        -32.784 (meters)                     GEOID18
 DQ7195  NAD 83(2011) X  -  1,299,278.066 (meters)                     COMP
 DQ7195  NAD 83(2011) Y  - -4,657,111.997 (meters)                     COMP
 DQ7195  NAD 83(2011) Z  -  4,145,871.667 (meters)                     COMP
 DQ7195  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 DQ7195
 DQ7195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7195  Standards:
 DQ7195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7195  -------------------------------------------------------------------
 DQ7195  NETWORK    0.96   1.10           0.45   0.30   0.56     -0.00000000
 DQ7195  -------------------------------------------------------------------
 DQ7195  Click here for local accuracies and other accuracy information.
 DQ7195
 DQ7195.This mark is at Morristown Airport (MMU)
 DQ7195
 DQ7195.The horizontal coordinates were established by GPS observations
 DQ7195.and adjusted by the WOOLPERT CONSULTANTS in February 2018.
 DQ7195
 DQ7195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7195.been affixed to the stable North American tectonic plate. See 
 DQ7195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7195
 DQ7195.The horizontal coordinates are valid at the epoch date displayed above
 DQ7195.which is a decimal equivalence of Year/Month/Day.
 DQ7195
 DQ7195.The orthometric height was determined by GPS observations and a
 DQ7195.high-resolution geoid model.
 DQ7195
 DQ7195.GPS derived orthometric heights for airport stations designated as
 DQ7195.PACS or SACS are published to 2 decimal places.  This maintains
 DQ7195.centimeter relative accuracy between the PACS and SACS.  It does
 DQ7195.not indicate centimeter accuracy relative to other marks which are
 DQ7195.part of the published vertical control network.
 DQ7195
 DQ7195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7195.GEOID18 height accuracy estimate available here.
 DQ7195
 DQ7195.Click photographs - Photos may exist for this station.
 DQ7195
 DQ7195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7195
 DQ7195.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7195
 DQ7195.The ellipsoidal height was determined by GPS observations
 DQ7195.and is referenced to NAD 83.
 DQ7195
 DQ7195. The following values were computed from the NAD 83(2011) position.
 DQ7195
 DQ7195;                    North         East     Units Scale Factor Converg.
 DQ7195;SPC NJ       -   218,636.580   157,464.096   MT  0.99990069   +0 03 28.1
 DQ7195;SPC NJ       -   717,310.18    516,613.45   sFT  0.99990069   +0 03 28.1
 DQ7195;UTM  18      - 4,517,015.459   549,637.931   MT  0.99963033   +0 23 04.3
 DQ7195
 DQ7195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7195!SPC NJ       -   0.99999661  x   0.99990069  =   0.99989730
 DQ7195!UTM  18      -   0.99999661  x   0.99963033  =   0.99962694
 DQ7195
 DQ7195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4963717015(NAD 83)
 DQ7195
 DQ7195                          SUPERSEDED SURVEY CONTROL
 DQ7195
 DQ7195.No superseded survey control is available for this station.
 DQ7195
 DQ7195_MARKER: F = FLANGE-ENCASED ROD
 DQ7195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ7195_STAMPING: MMU G 2017
 DQ7195_MARK LOGO: WOOLPT
 DQ7195_PROJECTION: FLUSH
 DQ7195_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7195+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2017
 DQ7195_ROD/PIPE-DEPTH: 15.8 meters
 DQ7195_SLEEVE-DEPTH  : 0.9 meters
 DQ7195
 DQ7195  HISTORY     - Date     Condition        Report By
 DQ7195  HISTORY     - 20170812 MONUMENTED       WOOLPT
 DQ7195
 DQ7195                          STATION DESCRIPTION
 DQ7195
 DQ7195'DESCRIBED BY WOOLPERT CONSULTANTS 2017 (BSM)
 DQ7195'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH OF BOONTON, 4.6 MI
 DQ7195'(7.4 KM) NORTH-NORTHWEST OF CHATHAM AND 3.8 MI (6.1 KM) EAST OF
 DQ7195'MORRISTOWN, AT MORRISTOWN MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF
 DQ7195'MORRISTOWN, 110 SOUTH STREET, MORRISTOWN, NJ, 07960, PHONE
 DQ7195'973-292-6626.  AIRPORT MANAGER IS WILLIAM BARKHAUER, DM AIRPORTS,
 DQ7195'LTD., PHONE 973-538-6400.  CONTACT MORRISTOWN MUNICIPAL OPERATIONS AT
 DQ7195'201-522-8742 TO ARRANGE FOR ACCESS.
 DQ7195'
 DQ7195'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 287 AND STATE
 DQ7195'ROUTE 24, GO SOUTHEAST ON STATE ROUTE 24 FOR 1.75 MI (2.82 KM) TO EXIT
 DQ7195'2B FOR EASTBOUND COUNTY ROUTE 510 (COLUMBIA TURNPIKE).  PROCEED AROUND
 DQ7195'THE CLOVERLEAF RAMP AND GO EAST ON ROUTE 510 FOR 0.3 MI (0.5 KM) TO A
 DQ7195'CROSSROAD.  TURN LEFT AND GO NORTHERLY ON AIRPORT ROAD FOR 0.4 MI (0.6
 DQ7195'KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 DQ7195'THE ENTRANCE ROAD FOR 0.45 MI (0.72 KM) TO AN AIRFIELD GATE.  CONTINUE
 DQ7195'NORTHEAST THROUGH THE GATE AND GO 90 FT (27.4 M) TO THE TO THE RAMP
 DQ7195'ACCESS.  TURN RIGHT AND GO SOUTHEAST FOR 475 FT (144.8 M) TO TAXIWAY
 DQ7195'E. CONTINUE SOUTHEAST ON TAXIWAY E FOR 150 FT (45.7 M) TO TAXIWAY A.
 DQ7195'TURN LEFT AND GO NORTHEAST ON TAXIWAY A FOR 0.55 MI (0.88 KM),
 DQ7195'CROSSING TAXIWAY B AND RUNWAY 13/31 AND JUST PASSING TAXIWAY G TO THE
 DQ7195'STATION ON THE RIGHT.
 DQ7195'
 DQ7195'THE STATION IS A 9/16 INCH (15 MM) DIAMETER STAINLESS STEEL ROD DRIVEN
 DQ7195'TO REFUSAL AT A DEPTH OF 15.8 M (13.1 FT).  THE ROD IS FITTED WITH A 3
 DQ7195'FT (0.9 M) GREASED SLEEVE AND ENCASED IN A 5 INCH (13 CM) DIAMETER PVC
 DQ7195'PIPE WITH A WOOLPERT FLANGED COVER.  IT IS 81.6 FT (24.9 M) NORTHWEST
 DQ7195'OF THE CENTER OF A RUNWAY/TAXIWAY SIGN, 51.2 FT (15.6 M) NORTHEAST OF
 DQ7195'A TAXIWAY LIGHT AND 23.5 FT (7.2 M) SOUTHWEST OF A TAXIWAY
 DQ7195'DIRECTIONAL/DESIGNATION SIGN.  THIS MARK IS DESIGNATED AS A PRIMARY
 DQ7195'AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ7196 ***********************************************************************
 DQ7196  SACS        -  This is a Secondary Airport Control Station.
 DQ7196  DESIGNATION -  MMU H
 DQ7196  PID         -  DQ7196
 DQ7196  STATE/COUNTY-  NJ/MORRIS
 DQ7196  COUNTRY     -  US
 DQ7196  USGS QUAD   -  MORRISTOWN (2016)
 DQ7196
 DQ7196                         *CURRENT SURVEY CONTROL
 DQ7196  ______________________________________________________________________
 DQ7196* NAD 83(2011) POSITION- 40 47 48.21473(N) 074 24 49.51112(W)   ADJUSTED
 DQ7196* NAD 83(2011) ELLIP HT-    22.142 (meters)        (02/06/18)   ADJUSTED
 DQ7196* NAD 83(2011) EPOCH   -  2010.00
 DQ7196* NAVD 88 ORTHO HEIGHT -    54.94  (meters)      180.2   (feet) GPS OBS
 DQ7196  ______________________________________________________________________
 DQ7196  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ7196  GEOID HEIGHT    -        -32.789 (meters)                     GEOID12B
 DQ7196  GEOID HEIGHT    -        -32.794 (meters)                     GEOID18
 DQ7196  NAD 83(2011) X  -  1,299,213.550 (meters)                     COMP
 DQ7196  NAD 83(2011) Y  - -4,657,576.096 (meters)                     COMP
 DQ7196  NAD 83(2011) Z  -  4,145,374.665 (meters)                     COMP
 DQ7196  LAPLACE CORR    -          2.40  (seconds)                    DEFLEC18
 DQ7196
 DQ7196  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7196  Standards:
 DQ7196         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7196            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7196  -------------------------------------------------------------------
 DQ7196  NETWORK    1.04   1.16           0.49   0.33   0.59     -0.01128671
 DQ7196  -------------------------------------------------------------------
 DQ7196  Click here for local accuracies and other accuracy information.
 DQ7196
 DQ7196.This mark is at Morristown Airport (MMU)
 DQ7196
 DQ7196.The horizontal coordinates were established by GPS observations
 DQ7196.and adjusted by the WOOLPERT CONSULTANTS in February 2018.
 DQ7196
 DQ7196.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7196.been affixed to the stable North American tectonic plate. See 
 DQ7196.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7196
 DQ7196.The horizontal coordinates are valid at the epoch date displayed above
 DQ7196.which is a decimal equivalence of Year/Month/Day.
 DQ7196
 DQ7196.The orthometric height was determined by GPS observations and a
 DQ7196.high-resolution geoid model.
 DQ7196
 DQ7196.GPS derived orthometric heights for airport stations designated as
 DQ7196.PACS or SACS are published to 2 decimal places.  This maintains
 DQ7196.centimeter relative accuracy between the PACS and SACS.  It does
 DQ7196.not indicate centimeter accuracy relative to other marks which are
 DQ7196.part of the published vertical control network.
 DQ7196
 DQ7196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7196.GEOID18 height accuracy estimate available here.
 DQ7196
 DQ7196.Click photographs - Photos may exist for this station.
 DQ7196
 DQ7196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7196
 DQ7196.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7196
 DQ7196.The ellipsoidal height was determined by GPS observations
 DQ7196.and is referenced to NAD 83.
 DQ7196
 DQ7196. The following values were computed from the NAD 83(2011) position.
 DQ7196
 DQ7196;                    North         East     Units Scale Factor Converg.
 DQ7196;SPC NJ       -   217,979.463   157,277.920   MT  0.99990065   +0 03 22.9
 DQ7196;SPC NJ       -   715,154.29    516,002.64   sFT  0.99990065   +0 03 22.9
 DQ7196;UTM  18      - 4,516,357.470   549,455.554   MT  0.99963010   +0 22 59.0
 DQ7196
 DQ7196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7196!SPC NJ       -   0.99999653  x   0.99990065  =   0.99989718
 DQ7196!UTM  18      -   0.99999653  x   0.99963010  =   0.99962663
 DQ7196
 DQ7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4945516357(NAD 83)
 DQ7196
 DQ7196                          SUPERSEDED SURVEY CONTROL
 DQ7196
 DQ7196.No superseded survey control is available for this station.
 DQ7196
 DQ7196_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DQ7196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7196_STAMPING: MMU H 2017
 DQ7196_MARK LOGO: WOOLPT
 DQ7196_PROJECTION: FLUSH
 DQ7196_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7196+STABILITY: SURFACE MOTION
 DQ7196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7196+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 DQ7196
 DQ7196  HISTORY     - Date     Condition        Report By
 DQ7196  HISTORY     - 20171012 MONUMENTED       WOOLPT
 DQ7196
 DQ7196                          STATION DESCRIPTION
 DQ7196
 DQ7196'DESCRIBED BY WOOLPERT CONSULTANTS 2017 (BSM)
 DQ7196'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF BOONTON, 4.2 MI
 DQ7196'(6.8 KM) NORTH-NORTHWEST OF CHATHAM AND 3.5 MI (5.6 KM) EAST OF
 DQ7196'MORRISTOWN, AT MORRISTOWN MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF
 DQ7196'MORRISTOWN, 110 SOUTH STREET, MORRISTOWN, NJ, 07960, PHONE
 DQ7196'973-292-6626.  AIRPORT MANAGER IS WILLIAM BARKHAUER, DM AIRPORTS,
 DQ7196'LTD., PHONE 973-538-6400.  CONTACT MORRISTOWN MUNICIPAL OPERATIONS AT
 DQ7196'201-522-8742 TO ARRANGE FOR ACCESS.
 DQ7196'
 DQ7196'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 287 AND STATE
 DQ7196'ROUTE 24, GO SOUTHEAST ON STATE ROUTE 24 FOR 1.75 MI (2.82 KM) TO EXIT
 DQ7196'2B FOR EASTBOUND COUNTY ROUTE 510 (COLUMBIA TURNPIKE).  PROCEED AROUND
 DQ7196'THE CLOVERLEAF RAMP AND GO EAST ON ROUTE 510 FOR 0.3 MI (0.5 KM) TO A
 DQ7196'CROSSROAD.  TURN LEFT AND GO NORTHERLY ON AIRPORT ROAD FOR 0.4 MI (0.6
 DQ7196'KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 DQ7196'THE ENTRANCE ROAD FOR 0.45 MI (0.72 KM) TO AN AIRFIELD GATE.  CONTINUE
 DQ7196'NORTHEAST THROUGH THE GATE AND GO 90 FT (27.4 M) TO THE TO THE RAMP
 DQ7196'ACCESS.  TURN RIGHT AND GO SOUTHEAST FOR 475 FT (144.8 M) TO TAXIWAY
 DQ7196'E. CONTINUE SOUTHEAST ON TAXIWAY E FOR 150 FT (45.7 M) TO TAXIWAY A.
 DQ7196'TURN LEFT AND GO NORTHEAST ON TAXIWAY A FOR 650 FT (198.1 M) TO
 DQ7196'TAXIWAY B.  TURN RIGHT AND GO EAST-SOUTHEAST ON TAXIWAY B FOR 900 FT
 DQ7196'(274.3 M), CROSSING RUNWAY 05/23, TO THE STATION ON THE LEFT.
 DQ7196'
 DQ7196'THE STATION IS A WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK SET IN
 DQ7196'THE TOP OF A 12 INCH (30 CM) DIAMETER CONCRETE MONUMENT POURED 60
 DQ7196'INCHES (152 CM) DEEP.  IT IS 45.4 FT (13.8 M) SOUTHWEST OF THE
 DQ7196'SOUTHEAST CORNER OF THE CONCRETE PAD UNDER THE SOUTHERNMOST PRECISION
 DQ7196'APPROACH PATH INDICATOR (PAPI), 39.0 FT (11.9 M) EAST OF A TAXIWAY
 DQ7196'LIGHT AND 37.3 FT (11.4 M) NORTHEAST OF THE EDGE OF PAVEMENT OF
 DQ7196'TAXIWAY BRAVO.  THIS MARK IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DQ7196'STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI5194 ***********************************************************************
 AI5194  DESIGNATION -  MN 2 COE
 AI5194  PID         -  AI5194
 AI5194  STATE/COUNTY-  NJ/MONMOUTH
 AI5194  COUNTRY     -  US
 AI5194  USGS QUAD   -  POINT PLEASANT (2019)
 AI5194
 AI5194                         *CURRENT SURVEY CONTROL
 AI5194  ______________________________________________________________________
 AI5194* NAD 83(1996) POSITION- 40 06 06.58542(N) 074 01 54.09437(W)   ADJUSTED
 AI5194* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 AI5194  ______________________________________________________________________
 AI5194  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 AI5194  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5194.GEOID18 height accuracy estimate available here.
 AI5194
 AI5194.Click photographs - Photos may exist for this station.
 AI5194
 AI5194.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5194
 AI5194. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968855
 AI5194
 AI5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8253239508(NAD 83)
 AI5194
 AI5194                          SUPERSEDED SURVEY CONTROL
 AI5194
 AI5194.No superseded survey control is available for this station.
 AI5194
 AI5194_MARKER: DD = SURVEY DISK
 AI5194_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI5194+WITH SETTING: PAVEMENT
 AI5194_SP_SET: BREAKWATER
 AI5194_MARK LOGO: USACE
 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       USACE
 AI5194
 AI5194                          STATION DESCRIPTION
 AI5194
 AI5194'DESCRIBED BY US ARMY CORPS OF ENGINEERS 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 = JULY 24, 2026 22:12:30 EDT
 KV5244 ***********************************************************************
 KV5244  DESIGNATION -  MNR 1
 KV5244  PID         -  KV5244
 KV5244  STATE/COUNTY-  NJ/MONMOUTH
 KV5244  COUNTRY     -  US
 KV5244  USGS QUAD   -  POINT PLEASANT (2019)
 KV5244
 KV5244                         *CURRENT SURVEY CONTROL
 KV5244  ______________________________________________________________________
 KV5244* NAD 83(1996) POSITION- 40 06 14.65718(N) 074 02 07.72954(W)   ADJUSTED
 KV5244* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5244  ______________________________________________________________________
 KV5244  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 KV5244  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5244.GEOID18 height accuracy estimate available here.
 KV5244
 KV5244.Click photographs - Photos may exist for this station.
 KV5244
 KV5244.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5244
 KV5244. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8220639753(NAD 83)
 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
 KV5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5244.See file dsdata.pdf to determine how the superseded data were derived.
 KV5244
 KV5244_MARKER: DD = SURVEY DISK
 KV5244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5244_MARK LOGO: USACE
 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             USACE
 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5254 ***********************************************************************
 KV5254  DESIGNATION -  MNR 10
 KV5254  PID         -  KV5254
 KV5254  STATE/COUNTY-  NJ/OCEAN
 KV5254  COUNTRY     -  US
 KV5254  USGS QUAD   -  POINT PLEASANT (2019)
 KV5254
 KV5254                         *CURRENT SURVEY CONTROL
 KV5254  ______________________________________________________________________
 KV5254* NAD 83(1996) POSITION- 40 05 55.00565(N) 074 03 14.16909(W)   ADJUSTED
 KV5254* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5254  ______________________________________________________________________
 KV5254  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 KV5254  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5254.GEOID18 height accuracy estimate available here.
 KV5254
 KV5254.Click photographs - Photos may exist for this station.
 KV5254
 KV5254.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5254
 KV5254. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5254:SPC NJ       -  ZEIGLER RESET                            314 51 33.7
 KV5254:UTM  18      -  ZEIGLER RESET                            314 32 14.2
 KV5254
 KV5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8064039131(NAD 83)
 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 3150848.0 |
 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
 KV5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5254.See file dsdata.pdf to determine how the superseded data were derived.
 KV5254
 KV5254_MARKER: B = BOLT
 KV5254_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5254_MARK LOGO: USACE
 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       USACE
 KV5254  HISTORY     - 1933     GOOD             USACE
 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 ARMY CORPS OF 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5235 ***********************************************************************
 KV5235  DESIGNATION -  MNR 11
 KV5235  PID         -  KV5235
 KV5235  STATE/COUNTY-  NJ/MONMOUTH
 KV5235  COUNTRY     -  US
 KV5235  USGS QUAD   -  POINT PLEASANT (2019)
 KV5235
 KV5235                         *CURRENT SURVEY CONTROL
 KV5235  ______________________________________________________________________
 KV5235* NAD 83(1996) POSITION- 40 06 33.38326(N) 074 02 43.14217(W)   ADJUSTED
 KV5235* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5235  ______________________________________________________________________
 KV5235  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 KV5235  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5235.GEOID18 height accuracy estimate available here.
 KV5235
 KV5235.Click photographs - Photos may exist for this station.
 KV5235
 KV5235.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5235
 KV5235. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5235:SPC NJ       -  MEADOW B C N MNR 3                       130 16 18.9
 KV5235:UTM  18      -  MEADOW B C N MNR 3                       129 56 59.2
 KV5235
 KV5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8136240322(NAD 83)
 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
 KV5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5235.See file dsdata.pdf to determine how the superseded data were derived.
 KV5235
 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             USACE
 KV5235  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5235
 KV5235                          STATION DESCRIPTION
 KV5235
 KV5235'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5260 ***********************************************************************
 KV5260  DESIGNATION -  MNR 12
 KV5260  PID         -  KV5260
 KV5260  STATE/COUNTY-  NJ/OCEAN
 KV5260  COUNTRY     -  US
 KV5260  USGS QUAD   -  POINT PLEASANT (2019)
 KV5260
 KV5260                         *CURRENT SURVEY CONTROL
 KV5260  ______________________________________________________________________
 KV5260* NAD 83(1996) POSITION- 40 05 41.78536(N) 074 03 23.39640(W)   ADJUSTED
 KV5260* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5260  ______________________________________________________________________
 KV5260  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 KV5260  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5260.GEOID18 height accuracy estimate available here.
 KV5260
 KV5260.Click photographs - Photos may exist for this station.
 KV5260
 KV5260.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5260
 KV5260. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8042538721(NAD 83)
 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
 KV5260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5260.See file dsdata.pdf to determine how the superseded data were derived.
 KV5260
 KV5260_MARKER: I = METAL ROD
 KV5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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       USACE
 KV5260  HISTORY     - 1933     GOOD             USACE
 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 ARMY CORPS OF 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5237 ***********************************************************************
 KV5237  DESIGNATION -  MNR 13
 KV5237  PID         -  KV5237
 KV5237  STATE/COUNTY-  NJ/MONMOUTH
 KV5237  COUNTRY     -  US
 KV5237  USGS QUAD   -  POINT PLEASANT (2019)
 KV5237
 KV5237                         *CURRENT SURVEY CONTROL
 KV5237  ______________________________________________________________________
 KV5237* NAD 83(1996) POSITION- 40 06 25.98331(N) 074 02 56.45660(W)   ADJUSTED
 KV5237* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5237  ______________________________________________________________________
 KV5237  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 KV5237  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5237.GEOID18 height accuracy estimate available here.
 KV5237
 KV5237.Click photographs - Photos may exist for this station.
 KV5237
 KV5237.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5237
 KV5237. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8104940090(NAD 83)
 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
 KV5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5237.See file dsdata.pdf to determine how the superseded data were derived.
 KV5237
 KV5237_MARK LOGO: USACE
 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             USACE
 KV5237  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5237
 KV5237                          STATION DESCRIPTION
 KV5237
 KV5237'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5264 ***********************************************************************
 KV5264  DESIGNATION -  MNR 14
 KV5264  PID         -  KV5264
 KV5264  STATE/COUNTY-  NJ/OCEAN
 KV5264  COUNTRY     -  US
 KV5264  USGS QUAD   -  POINT PLEASANT (2019)
 KV5264
 KV5264                         *CURRENT SURVEY CONTROL
 KV5264  ______________________________________________________________________
 KV5264* NAD 83(1996) POSITION- 40 05 26.19784(N) 074 03 47.78540(W)   ADJUSTED
 KV5264* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5264  ______________________________________________________________________
 KV5264  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 KV5264  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5264.GEOID18 height accuracy estimate available here.
 KV5264
 KV5264.Click photographs - Photos may exist for this station.
 KV5264
 KV5264.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5264
 KV5264. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5264:SPC NJ       -  MNR 20                                   263 08 47.2
 KV5264:UTM  18      -  MNR 20                                   262 49 27.9
 KV5264
 KV5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7985338234(NAD 83)
 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
 KV5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5264.See file dsdata.pdf to determine how the superseded data were derived.
 KV5264
 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: USACE
 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       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV5242 ***********************************************************************
 KV5242  DESIGNATION -  MNR 15
 KV5242  PID         -  KV5242
 KV5242  STATE/COUNTY-  NJ/MONMOUTH
 KV5242  COUNTRY     -  US
 KV5242  USGS QUAD   -  POINT PLEASANT (2019)
 KV5242
 KV5242                         *CURRENT SURVEY CONTROL
 KV5242  ______________________________________________________________________
 KV5242* NAD 83(1996) POSITION- 40 06 17.17175(N) 074 03 16.25853(W)   ADJUSTED
 KV5242* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5242  ______________________________________________________________________
 KV5242  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 KV5242  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5242.GEOID18 height accuracy estimate available here.
 KV5242
 KV5242.Click photographs - Photos may exist for this station.
 KV5242
 KV5242.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5242
 KV5242. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8058339814(NAD 83)
 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
 KV5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5242.See file dsdata.pdf to determine how the superseded data were derived.
 KV5242
 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             USACE
 KV5242  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5242
 KV5242                          STATION DESCRIPTION
 KV5242
 KV5242'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5269 ***********************************************************************
 KV5269  DESIGNATION -  MNR 16
 KV5269  PID         -  KV5269
 KV5269  STATE/COUNTY-  NJ/OCEAN
 KV5269  COUNTRY     -  US
 KV5269  USGS QUAD   -  POINT PLEASANT (2019)
 KV5269
 KV5269                         *CURRENT SURVEY CONTROL
 KV5269  ______________________________________________________________________
 KV5269* NAD 83(1996) POSITION- 40 05 17.43163(N) 074 04 06.11624(W)   ADJUSTED
 KV5269* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5269  ______________________________________________________________________
 KV5269  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 KV5269  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5269.GEOID18 height accuracy estimate available here.
 KV5269
 KV5269.Click photographs - Photos may exist for this station.
 KV5269
 KV5269.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5269
 KV5269. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5269:SPC NJ       -  MNR 23                                   314 38 02.1
 KV5269:UTM  18      -  MNR 23                                   314 18 42.9
 KV5269
 KV5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7942237959(NAD 83)
 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
 KV5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5269.See file dsdata.pdf to determine how the superseded data were derived.
 KV5269
 KV5269_MARK LOGO: USACE
 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             USACE
 KV5269  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5269
 KV5269                          STATION DESCRIPTION
 KV5269
 KV5269'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5253 ***********************************************************************
 KV5253  DESIGNATION -  MNR 17
 KV5253  PID         -  KV5253
 KV5253  STATE/COUNTY-  NJ/MONMOUTH
 KV5253  COUNTRY     -  US
 KV5253  USGS QUAD   -  POINT PLEASANT (2019)
 KV5253
 KV5253                         *CURRENT SURVEY CONTROL
 KV5253  ______________________________________________________________________
 KV5253* NAD 83(1996) POSITION- 40 05 56.42634(N) 074 03 37.46743(W)   ADJUSTED
 KV5253* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV5253  ______________________________________________________________________
 KV5253  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 KV5253  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5253.GEOID18 height accuracy estimate available here.
 KV5253
 KV5253.Click photographs - Photos may exist for this station.
 KV5253
 KV5253.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5253
 KV5253. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8008739169(NAD 83)
 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
 KV5253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5253.See file dsdata.pdf to determine how the superseded data were derived.
 KV5253
 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             USACE
 KV5253  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5253  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5253
 KV5253                          STATION DESCRIPTION
 KV5253
 KV5253'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5268 ***********************************************************************
 KV5268  DESIGNATION -  MNR 18
 KV5268  PID         -  KV5268
 KV5268  STATE/COUNTY-  NJ/OCEAN
 KV5268  COUNTRY     -  US
 KV5268  USGS QUAD   -  POINT PLEASANT (2019)
 KV5268
 KV5268                         *CURRENT SURVEY CONTROL
 KV5268  ______________________________________________________________________
 KV5268* NAD 83(1996) POSITION- 40 05 17.51153(N) 074 04 18.20711(W)   ADJUSTED
 KV5268* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5268  ______________________________________________________________________
 KV5268  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 KV5268  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5268.GEOID18 height accuracy estimate available here.
 KV5268
 KV5268.Click photographs - Photos may exist for this station.
 KV5268
 KV5268.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5268
 KV5268. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5268:SPC NJ       -  MNR 20                                   283 17 35.5
 KV5268:UTM  18      -  MNR 20                                   282 58 16.3
 KV5268
 KV5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7913537959(NAD 83)
 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
 KV5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5268.See file dsdata.pdf to determine how the superseded data were derived.
 KV5268
 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             USACE
 KV5268  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5268
 KV5268                          STATION DESCRIPTION
 KV5268
 KV5268'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5258 ***********************************************************************
 KV5258  DESIGNATION -  MNR 19
 KV5258  PID         -  KV5258
 KV5258  STATE/COUNTY-  NJ/MONMOUTH
 KV5258  COUNTRY     -  US
 KV5258  USGS QUAD   -  POINT PLEASANT (2019)
 KV5258
 KV5258                         *CURRENT SURVEY CONTROL
 KV5258  ______________________________________________________________________
 KV5258* NAD 83(1996) POSITION- 40 05 46.54229(N) 074 04 00.11665(W)   ADJUSTED
 KV5258* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV5258  ______________________________________________________________________
 KV5258  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 KV5258  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5258.GEOID18 height accuracy estimate available here.
 KV5258
 KV5258.Click photographs - Photos may exist for this station.
 KV5258
 KV5258.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5258
 KV5258. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7955438858(NAD 83)
 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
 KV5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5258.See file dsdata.pdf to determine how the superseded data were derived.
 KV5258
 KV5258_MARK LOGO: USACE
 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             USACE
 KV5258  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5258
 KV5258                          STATION DESCRIPTION
 KV5258
 KV5258'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5252 ***********************************************************************
 KV5252  DESIGNATION -  MNR 2
 KV5252  PID         -  KV5252
 KV5252  STATE/COUNTY-  NJ/OCEAN
 KV5252  COUNTRY     -  US
 KV5252  USGS QUAD   -  POINT PLEASANT (2019)
 KV5252
 KV5252                         *CURRENT SURVEY CONTROL
 KV5252  ______________________________________________________________________
 KV5252* NAD 83(1996) POSITION- 40 06 00.60796(N) 074 02 13.24030(W)   ADJUSTED
 KV5252* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5252  ______________________________________________________________________
 KV5252  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 KV5252  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5252.GEOID18 height accuracy estimate available here.
 KV5252
 KV5252.Click photographs - Photos may exist for this station.
 KV5252
 KV5252.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5252
 KV5252. The following values were computed from the NAD 83(1996) position.
 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       -  CHANNEL B C N MNR 4                      288 13 29.1
 KV5252:UTM  18      -  CHANNEL B C N MNR 4                      287 54 09.5
 KV5252
 KV5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8208039319(NAD 83)
 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
 KV5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5252.See file dsdata.pdf to determine how the superseded data were derived.
 KV5252
 KV5252_MARKER: DS = TRIANGULATION STATION DISK
 KV5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5252_MARK LOGO: USACE
 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             USACE
 KV5252  HISTORY     - 1956     GOOD             CGS
 KV5252  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5252
 KV5252                          STATION DESCRIPTION
 KV5252
 KV5252'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5267 ***********************************************************************
 KV5267  DESIGNATION -  MNR 20
 KV5267  PID         -  KV5267
 KV5267  STATE/COUNTY-  NJ/OCEAN
 KV5267  COUNTRY     -  US
 KV5267  USGS QUAD   -  POINT PLEASANT (2019)
 KV5267
 KV5267                         *CURRENT SURVEY CONTROL
 KV5267  ______________________________________________________________________
 KV5267* NAD 83(1996) POSITION- 40 05 21.56651(N) 074 04 40.08490(W)   ADJUSTED
 KV5267* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5267  ______________________________________________________________________
 KV5267  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 KV5267  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5267.GEOID18 height accuracy estimate available here.
 KV5267
 KV5267.Click photographs - Photos may exist for this station.
 KV5267
 KV5267.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5267
 KV5267. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5267:SPC NJ       -  MNR 30                                   318 16 40.4
 KV5267:UTM  18      -  MNR 30                                   317 57 21.1
 KV5267
 KV5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7861638078(NAD 83)
 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
 KV5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5267.See file dsdata.pdf to determine how the superseded data were derived.
 KV5267
 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   USACE
 KV5267  HISTORY     - 1933     GOOD             USACE
 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 ARMY CORPS OF 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5261 ***********************************************************************
 KV5261  DESIGNATION -  MNR 21
 KV5261  PID         -  KV5261
 KV5261  STATE/COUNTY-  NJ/MONMOUTH
 KV5261  COUNTRY     -  US
 KV5261  USGS QUAD   -  POINT PLEASANT (2019)
 KV5261
 KV5261                         *CURRENT SURVEY CONTROL
 KV5261  ______________________________________________________________________
 KV5261* NAD 83(1996) POSITION- 40 05 40.01606(N) 074 04 15.16802(W)   ADJUSTED
 KV5261* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5261  ______________________________________________________________________
 KV5261  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 KV5261  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5261.GEOID18 height accuracy estimate available here.
 KV5261
 KV5261.Click photographs - Photos may exist for this station.
 KV5261
 KV5261.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5261
 KV5261. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7920038653(NAD 83)
 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
 KV5261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5261.See file dsdata.pdf to determine how the superseded data were derived.
 KV5261
 KV5261_MARK LOGO: USACE
 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             USACE
 KV5261  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5261
 KV5261                          STATION DESCRIPTION
 KV5261
 KV5261'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5262 ***********************************************************************
 KV5262  DESIGNATION -  MNR 23
 KV5262  PID         -  KV5262
 KV5262  STATE/COUNTY-  NJ/MONMOUTH
 KV5262  COUNTRY     -  US
 KV5262  USGS QUAD   -  POINT PLEASANT (2019)
 KV5262
 KV5262                         *CURRENT SURVEY CONTROL
 KV5262  ______________________________________________________________________
 KV5262* NAD 83(1996) POSITION- 40 05 39.11850(N) 074 04 34.44243(W)   ADJUSTED
 KV5262* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV5262  ______________________________________________________________________
 KV5262  GEOID HEIGHT    -        -32.999 (meters)                     GEOID18
 KV5262  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5262.GEOID18 height accuracy estimate available here.
 KV5262
 KV5262.Click photographs - Photos may exist for this station.
 KV5262
 KV5262.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5262
 KV5262. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7874438621(NAD 83)
 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
 KV5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5262.See file dsdata.pdf to determine how the superseded data were derived.
 KV5262
 KV5262_MARK LOGO: USACE
 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             USACE
 KV5262  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5262
 KV5262                          STATION DESCRIPTION
 KV5262
 KV5262'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5263 ***********************************************************************
 KV5263  DESIGNATION -  MNR 24
 KV5263  PID         -  KV5263
 KV5263  STATE/COUNTY-  NJ/OCEAN
 KV5263  COUNTRY     -  US
 KV5263  USGS QUAD   -  POINT PLEASANT (2019)
 KV5263
 KV5263                         *CURRENT SURVEY CONTROL
 KV5263  ______________________________________________________________________
 KV5263* NAD 83(1996) POSITION- 40 05 33.44498(N) 074 04 55.78880(W)   ADJUSTED
 KV5263* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5263  ______________________________________________________________________
 KV5263  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 KV5263  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5263.GEOID18 height accuracy estimate available here.
 KV5263
 KV5263.Click photographs - Photos may exist for this station.
 KV5263
 KV5263.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5263
 KV5263. The following values were computed from the NAD 83(1996) position.
 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 26 USE 1933                          319 35 41.9
 KV5263:UTM  18      -  MNR 26 USE 1933                          319 16 22.6
 KV5263
 KV5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7824038441(NAD 83)
 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
 KV5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5263.See file dsdata.pdf to determine how the superseded data were derived.
 KV5263
 KV5263_MARK LOGO: USACE
 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             USACE
 KV5263  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5263
 KV5263                          STATION DESCRIPTION
 KV5263
 KV5263'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5257 ***********************************************************************
 KV5257  DESIGNATION -  MNR 25
 KV5257  PID         -  KV5257
 KV5257  STATE/COUNTY-  NJ/MONMOUTH
 KV5257  COUNTRY     -  US
 KV5257  USGS QUAD   -  POINT PLEASANT (2019)
 KV5257
 KV5257                         *CURRENT SURVEY CONTROL
 KV5257  ______________________________________________________________________
 KV5257* NAD 83(1996) POSITION- 40 05 47.57774(N) 074 04 56.92961(W)   ADJUSTED
 KV5257* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5257  ______________________________________________________________________
 KV5257  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 KV5257  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5257.GEOID18 height accuracy estimate available here.
 KV5257
 KV5257.Click photographs - Photos may exist for this station.
 KV5257
 KV5257.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5257
 KV5257. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000476  x   0.99991560  =   0.99992036
 KV5257!UTM  18      -   1.00000476  x   0.99967530  =   0.99968006
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7820938876(NAD 83)
 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
 KV5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5257.See file dsdata.pdf to determine how the superseded data were derived.
 KV5257
 KV5257_MARK LOGO: USACE
 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             USACE
 KV5257  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5257
 KV5257                          STATION DESCRIPTION
 KV5257
 KV5257'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5256 ***********************************************************************
 KV5256  DESIGNATION -  MNR 26 USE 1933
 KV5256  PID         -  KV5256
 KV5256  STATE/COUNTY-  NJ/OCEAN
 KV5256  COUNTRY     -  US
 KV5256  USGS QUAD   -  POINT PLEASANT (2019)
 KV5256
 KV5256                         *CURRENT SURVEY CONTROL
 KV5256  ______________________________________________________________________
 KV5256* NAD 83(1996) POSITION- 40 05 51.67283(N) 074 05 15.80174(W)   ADJUSTED
 KV5256* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5256  ______________________________________________________________________
 KV5256  GEOID HEIGHT    -        -32.983 (meters)                     GEOID18
 KV5256  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5256.GEOID18 height accuracy estimate available here.
 KV5256
 KV5256.Click photographs - Photos may exist for this station.
 KV5256
 KV5256.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5256
 KV5256. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7776138998(NAD 83)
 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
 KV5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5256.See file dsdata.pdf to determine how the superseded data were derived.
 KV5256
 KV5256
 KV5256  HISTORY     - Date     Condition        Report By
 KV5256  HISTORY     - 1934     MONUMENTED       USACE
 KV5256  HISTORY     - 1951     GOOD             CGS
 KV5256  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5256
 KV5256                          STATION DESCRIPTION
 KV5256
 KV5256'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5255 ***********************************************************************
 KV5255  DESIGNATION -  MNR 27 USE 1933
 KV5255  PID         -  KV5255
 KV5255  STATE/COUNTY-  NJ/MONMOUTH
 KV5255  COUNTRY     -  US
 KV5255  USGS QUAD   -  POINT PLEASANT (2019)
 KV5255
 KV5255                         *CURRENT SURVEY CONTROL
 KV5255  ______________________________________________________________________
 KV5255* NAD 83(1996) POSITION- 40 05 54.79436(N) 074 05 05.49412(W)   ADJUSTED
 KV5255* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5255  ______________________________________________________________________
 KV5255  GEOID HEIGHT    -        -32.985 (meters)                     GEOID18
 KV5255  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5255.GEOID18 height accuracy estimate available here.
 KV5255
 KV5255.Click photographs - Photos may exist for this station.
 KV5255
 KV5255.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5255
 KV5255. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5255:SPC NJ       -  MNR 24                                   160 29 11.2
 KV5255:UTM  18      -  MNR 24                                   160 09 51.7
 KV5255
 KV5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7800439097(NAD 83)
 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
 KV5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5255.See file dsdata.pdf to determine how the superseded data were derived.
 KV5255
 KV5255
 KV5255  HISTORY     - Date     Condition        Report By
 KV5255  HISTORY     - 1934     MONUMENTED       USACE
 KV5255
 KV5255                          STATION DESCRIPTION
 KV5255
 KV5255'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5250 ***********************************************************************
 KV5250  DESIGNATION -  MNR 28 USE 1933
 KV5250  PID         -  KV5250
 KV5250  STATE/COUNTY-  NJ/OCEAN
 KV5250  COUNTRY     -  US
 KV5250  USGS QUAD   -  POINT PLEASANT (2019)
 KV5250
 KV5250                         *CURRENT SURVEY CONTROL
 KV5250  ______________________________________________________________________
 KV5250* NAD 83(1996) POSITION- 40 06 01.37271(N) 074 05 26.38220(W)   ADJUSTED
 KV5250* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5250  ______________________________________________________________________
 KV5250  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 KV5250  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5250.GEOID18 height accuracy estimate available here.
 KV5250
 KV5250.Click photographs - Photos may exist for this station.
 KV5250
 KV5250.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5250
 KV5250. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7750739294(NAD 83)
 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
 KV5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5250.See file dsdata.pdf to determine how the superseded data were derived.
 KV5250
 KV5250
 KV5250  HISTORY     - Date     Condition        Report By
 KV5250  HISTORY     - 1934     MONUMENTED       USACE
 KV5250  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5250
 KV5250                          STATION DESCRIPTION
 KV5250
 KV5250'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5248 ***********************************************************************
 KV5248  DESIGNATION -  MNR 29 USE 1933
 KV5248  PID         -  KV5248
 KV5248  STATE/COUNTY-  NJ/MONMOUTH
 KV5248  COUNTRY     -  US
 KV5248  USGS QUAD   -  POINT PLEASANT (2019)
 KV5248
 KV5248                         *CURRENT SURVEY CONTROL
 KV5248  ______________________________________________________________________
 KV5248* NAD 83(1996) POSITION- 40 06 05.79897(N) 074 05 15.51409(W)   ADJUSTED
 KV5248* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5248  ______________________________________________________________________
 KV5248  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 KV5248  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5248.GEOID18 height accuracy estimate available here.
 KV5248
 KV5248.Click photographs - Photos may exist for this station.
 KV5248
 KV5248.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5248
 KV5248. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967951
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7776339433(NAD 83)
 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
 KV5248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5248.See file dsdata.pdf to determine how the superseded data were derived.
 KV5248
 KV5248
 KV5248  HISTORY     - Date     Condition        Report By
 KV5248  HISTORY     - 1934     MONUMENTED       USACE
 KV5248
 KV5248                          STATION DESCRIPTION
 KV5248
 KV5248'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5246 ***********************************************************************
 KV5246  DESIGNATION -  MNR 30
 KV5246  PID         -  KV5246
 KV5246  STATE/COUNTY-  NJ/OCEAN
 KV5246  COUNTRY     -  US
 KV5246  USGS QUAD   -  POINT PLEASANT (2019)
 KV5246
 KV5246                         *CURRENT SURVEY CONTROL
 KV5246  ______________________________________________________________________
 KV5246* NAD 83(1996) POSITION- 40 06 10.98197(N) 074 05 36.92279(W)   ADJUSTED
 KV5246* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5246  ______________________________________________________________________
 KV5246  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 KV5246  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5246.GEOID18 height accuracy estimate available here.
 KV5246
 KV5246.Click photographs - Photos may exist for this station.
 KV5246
 KV5246.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5246
 KV5246. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991984
 KV5246!UTM  18      -   1.00000507  x   0.99967347  =   0.99967854
 KV5246
 KV5246:                Primary Azimuth Mark                     Grid Az
 KV5246:SPC NJ       -  ZEIGLER RESET                            063 08 08.3
 KV5246:UTM  18      -  ZEIGLER RESET                            062 48 48.7
 KV5246
 KV5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7725539588(NAD 83)
 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 0632350.8 |
 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
 KV5246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5246.See file dsdata.pdf to determine how the superseded data were derived.
 KV5246
 KV5246_MARKER: B = BOLT
 KV5246_SETTING: 0 = UNSPECIFIED SETTING
 KV5246
 KV5246  HISTORY     - Date     Condition        Report By
 KV5246  HISTORY     - 1933     MONUMENTED       USACE
 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 ARMY CORPS OF ENGINEERS 1933
 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 = JULY 24, 2026 22:12:30 EDT
 KV5243 ***********************************************************************
 KV5243  DESIGNATION -  MNR 31 USE 1933
 KV5243  PID         -  KV5243
 KV5243  STATE/COUNTY-  NJ/MONMOUTH
 KV5243  COUNTRY     -  US
 KV5243  USGS QUAD   -  POINT PLEASANT (2019)
 KV5243
 KV5243                         *CURRENT SURVEY CONTROL
 KV5243  ______________________________________________________________________
 KV5243* NAD 83(1996) POSITION- 40 06 15.63384(N) 074 05 13.50048(W)   ADJUSTED
 KV5243* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5243  ______________________________________________________________________
 KV5243  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 KV5243  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5243.GEOID18 height accuracy estimate available here.
 KV5243
 KV5243.Click photographs - Photos may exist for this station.
 KV5243
 KV5243.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5243
 KV5243. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7780839737(NAD 83)
 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
 KV5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5243.See file dsdata.pdf to determine how the superseded data were derived.
 KV5243
 KV5243
 KV5243  HISTORY     - Date     Condition        Report By
 KV5243  HISTORY     - 1934     MONUMENTED       USACE
 KV5243
 KV5243                          STATION DESCRIPTION
 KV5243
 KV5243'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5238 ***********************************************************************
 KV5238  DESIGNATION -  MNR 32 USE 1933
 KV5238  PID         -  KV5238
 KV5238  STATE/COUNTY-  NJ/OCEAN
 KV5238  COUNTRY     -  US
 KV5238  USGS QUAD   -  POINT PLEASANT (2019)
 KV5238
 KV5238                         *CURRENT SURVEY CONTROL
 KV5238  ______________________________________________________________________
 KV5238* NAD 83(1996) POSITION- 40 06 24.12632(N) 074 05 48.60047(W)   ADJUSTED
 KV5238* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5238  ______________________________________________________________________
 KV5238  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 KV5238  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5238.GEOID18 height accuracy estimate available here.
 KV5238
 KV5238.Click photographs - Photos may exist for this station.
 KV5238
 KV5238.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5238
 KV5238. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7697439991(NAD 83)
 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
 KV5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5238.See file dsdata.pdf to determine how the superseded data were derived.
 KV5238
 KV5238
 KV5238  HISTORY     - Date     Condition        Report By
 KV5238  HISTORY     - 1934     MONUMENTED       USACE
 KV5238  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5238
 KV5238                          STATION DESCRIPTION
 KV5238
 KV5238'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5236 ***********************************************************************
 KV5236  DESIGNATION -  MNR 33 USE 1933
 KV5236  PID         -  KV5236
 KV5236  STATE/COUNTY-  NJ/MONMOUTH
 KV5236  COUNTRY     -  US
 KV5236  USGS QUAD   -  POINT PLEASANT (2019)
 KV5236
 KV5236                         *CURRENT SURVEY CONTROL
 KV5236  ______________________________________________________________________
 KV5236* NAD 83(1996) POSITION- 40 06 28.24970(N) 074 05 29.13833(W)   ADJUSTED
 KV5236* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5236  ______________________________________________________________________
 KV5236  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 KV5236  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5236.GEOID18 height accuracy estimate available here.
 KV5236
 KV5236.Click photographs - Photos may exist for this station.
 KV5236
 KV5236.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5236
 KV5236. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7743340122(NAD 83)
 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
 KV5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5236.See file dsdata.pdf to determine how the superseded data were derived.
 KV5236
 KV5236
 KV5236  HISTORY     - Date     Condition        Report By
 KV5236  HISTORY     - 1934     MONUMENTED       USACE
 KV5236
 KV5236                          STATION DESCRIPTION
 KV5236
 KV5236'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5233 ***********************************************************************
 KV5233  DESIGNATION -  MNR 34 USE 1933
 KV5233  PID         -  KV5233
 KV5233  STATE/COUNTY-  NJ/OCEAN
 KV5233  COUNTRY     -  US
 KV5233  USGS QUAD   -  POINT PLEASANT (2019)
 KV5233
 KV5233                         *CURRENT SURVEY CONTROL
 KV5233  ______________________________________________________________________
 KV5233* NAD 83(1996) POSITION- 40 06 40.46845(N) 074 05 46.58733(W)   ADJUSTED
 KV5233* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV5233  ______________________________________________________________________
 KV5233  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 KV5233  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5233.GEOID18 height accuracy estimate available here.
 KV5233
 KV5233.Click photographs - Photos may exist for this station.
 KV5233
 KV5233.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5233
 KV5233. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7701640495(NAD 83)
 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
 KV5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5233.See file dsdata.pdf to determine how the superseded data were derived.
 KV5233
 KV5233
 KV5233  HISTORY     - Date     Condition        Report By
 KV5233  HISTORY     - 1934     MONUMENTED       USACE
 KV5233  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5233
 KV5233                          STATION DESCRIPTION
 KV5233
 KV5233'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5223 ***********************************************************************
 KV5223  DESIGNATION -  MNR 35 USE 1933
 KV5223  PID         -  KV5223
 KV5223  STATE/COUNTY-  NJ/MONMOUTH
 KV5223  COUNTRY     -  US
 KV5223  USGS QUAD   -  POINT PLEASANT (2019)
 KV5223
 KV5223                         *CURRENT SURVEY CONTROL
 KV5223  ______________________________________________________________________
 KV5223* NAD 83(1996) POSITION- 40 06 51.07947(N) 074 05 28.67103(W)   ADJUSTED
 KV5223* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5223  ______________________________________________________________________
 KV5223  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 KV5223  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5223.GEOID18 height accuracy estimate available here.
 KV5223
 KV5223.Click photographs - Photos may exist for this station.
 KV5223
 KV5223.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5223
 KV5223. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000507  x   0.99991494  =   0.99992000
 KV5223!UTM  18      -   1.00000507  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7743740826(NAD 83)
 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
 KV5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5223.See file dsdata.pdf to determine how the superseded data were derived.
 KV5223
 KV5223
 KV5223  HISTORY     - Date     Condition        Report By
 KV5223  HISTORY     - 1934     MONUMENTED       USACE
 KV5223
 KV5223                          STATION DESCRIPTION
 KV5223
 KV5223'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5222 ***********************************************************************
 KV5222  DESIGNATION -  MNR 36
 KV5222  PID         -  KV5222
 KV5222  STATE/COUNTY-  NJ/OCEAN
 KV5222  COUNTRY     -  US
 KV5222  USGS QUAD   -  POINT PLEASANT (2019)
 KV5222
 KV5222                         *CURRENT SURVEY CONTROL
 KV5222  ______________________________________________________________________
 KV5222* NAD 83(1996) POSITION- 40 06 52.09645(N) 074 05 48.78597(W)   ADJUSTED
 KV5222* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5222  ______________________________________________________________________
 KV5222  GEOID HEIGHT    -        -32.944 (meters)                     GEOID18
 KV5222  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5222.GEOID18 height accuracy estimate available here.
 KV5222
 KV5222.Click photographs - Photos may exist for this station.
 KV5222
 KV5222.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5222
 KV5222. The following values were computed from the NAD 83(1996) position.
 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       -  MNR 38 USE 1933                          339 37 51.4
 KV5222:UTM  18      -  MNR 38 USE 1933                          339 18 31.6
 KV5222
 KV5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7696140853(NAD 83)
 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
 KV5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5222.See file dsdata.pdf to determine how the superseded data were derived.
 KV5222
 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       USACE
 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5220 ***********************************************************************
 KV5220  DESIGNATION -  MNR 37 USE 1933
 KV5220  PID         -  KV5220
 KV5220  STATE/COUNTY-  NJ/MONMOUTH
 KV5220  COUNTRY     -  US
 KV5220  USGS QUAD   -  POINT PLEASANT (2019)
 KV5220
 KV5220                         *CURRENT SURVEY CONTROL
 KV5220  ______________________________________________________________________
 KV5220* NAD 83(1996) POSITION- 40 07 11.02480(N) 074 05 39.79155(W)   ADJUSTED
 KV5220* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5220  ______________________________________________________________________
 KV5220  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 KV5220  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5220.GEOID18 height accuracy estimate available here.
 KV5220
 KV5220.Click photographs - Photos may exist for this station.
 KV5220
 KV5220.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5220
 KV5220. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7716841439(NAD 83)
 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
 KV5220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5220.See file dsdata.pdf to determine how the superseded data were derived.
 KV5220
 KV5220
 KV5220  HISTORY     - Date     Condition        Report By
 KV5220  HISTORY     - 1934     MONUMENTED       USACE
 KV5220  HISTORY     - 1951     GOOD             CGS
 KV5220
 KV5220                          STATION DESCRIPTION
 KV5220
 KV5220'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5221 ***********************************************************************
 KV5221  DESIGNATION -  MNR 38 USE 1933
 KV5221  PID         -  KV5221
 KV5221  STATE/COUNTY-  NJ/OCEAN
 KV5221  COUNTRY     -  US
 KV5221  USGS QUAD   -  POINT PLEASANT (2019)
 KV5221
 KV5221                         *CURRENT SURVEY CONTROL
 KV5221  ______________________________________________________________________
 KV5221* NAD 83(1996) POSITION- 40 07 10.01938(N) 074 05 57.33364(W)   ADJUSTED
 KV5221* NAVD 88 ORTHO HEIGHT -    15.    (meters)       49.    (feet) SCALED
 KV5221  ______________________________________________________________________
 KV5221  GEOID HEIGHT    -        -32.931 (meters)                     GEOID18
 KV5221  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5221.GEOID18 height accuracy estimate available here.
 KV5221
 KV5221.Click photographs - Photos may exist for this station.
 KV5221
 KV5221.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5221
 KV5221. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000287  x   0.99991436  =   0.99991723
 KV5221!UTM  18      -   1.00000287  x   0.99967252  =   0.99967538
 KV5221
 KV5221:                Primary Azimuth Mark                     Grid Az
 KV5221:SPC NJ       -  MNR 40 USE 1933                          347 10 42.3
 KV5221:UTM  18      -  MNR 40 USE 1933                          346 51 22.3
 KV5221
 KV5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7675341403(NAD 83)
 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
 KV5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5221.See file dsdata.pdf to determine how the superseded data were derived.
 KV5221
 KV5221
 KV5221  HISTORY     - Date     Condition        Report By
 KV5221  HISTORY     - 1934     MONUMENTED       USACE
 KV5221  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5221
 KV5221                          STATION DESCRIPTION
 KV5221
 KV5221'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5215 ***********************************************************************
 KV5215  DESIGNATION -  MNR 39 USE 1933
 KV5215  PID         -  KV5215
 KV5215  STATE/COUNTY-  NJ/MONMOUTH
 KV5215  COUNTRY     -  US
 KV5215  USGS QUAD   -  POINT PLEASANT (2019)
 KV5215
 KV5215                         *CURRENT SURVEY CONTROL
 KV5215  ______________________________________________________________________
 KV5215* NAD 83(1996) POSITION- 40 07 24.28245(N) 074 05 46.73675(W)   ADJUSTED
 KV5215* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV5215  ______________________________________________________________________
 KV5215  GEOID HEIGHT    -        -32.927 (meters)                     GEOID18
 KV5215  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5215.GEOID18 height accuracy estimate available here.
 KV5215
 KV5215.Click photographs - Photos may exist for this station.
 KV5215
 KV5215.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5215
 KV5215. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967821
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7699941846(NAD 83)
 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
 KV5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5215.See file dsdata.pdf to determine how the superseded data were derived.
 KV5215
 KV5215
 KV5215  HISTORY     - Date     Condition        Report By
 KV5215  HISTORY     - 1934     MONUMENTED       USACE
 KV5215
 KV5215                          STATION DESCRIPTION
 KV5215
 KV5215'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5163 ***********************************************************************
 KV5163  DESIGNATION -  MNR 40 USE 1933
 KV5163  PID         -  KV5163
 KV5163  STATE/COUNTY-  NJ/OCEAN
 KV5163  COUNTRY     -  US
 KV5163  USGS QUAD   -  ASBURY PARK (2019)
 KV5163
 KV5163                         *CURRENT SURVEY CONTROL
 KV5163  ______________________________________________________________________
 KV5163* NAD 83(1996) POSITION- 40 07 31.10623(N) 074 06 03.45534(W)   ADJUSTED
 KV5163* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV5163  ______________________________________________________________________
 KV5163  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KV5163  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5163.GEOID18 height accuracy estimate available here.
 KV5163
 KV5163.Click photographs - Photos may exist for this station.
 KV5163
 KV5163.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5163
 KV5163. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7660142052(NAD 83)
 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
 KV5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5163.See file dsdata.pdf to determine how the superseded data were derived.
 KV5163
 KV5163
 KV5163  HISTORY     - Date     Condition        Report By
 KV5163  HISTORY     - 1934     MONUMENTED       USACE
 KV5163
 KV5163                          STATION DESCRIPTION
 KV5163
 KV5163'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5226 ***********************************************************************
 KV5226  DESIGNATION -  MNR 5
 KV5226  PID         -  KV5226
 KV5226  STATE/COUNTY-  NJ/MONMOUTH
 KV5226  COUNTRY     -  US
 KV5226  USGS QUAD   -  POINT PLEASANT (2019)
 KV5226
 KV5226                         *CURRENT SURVEY CONTROL
 KV5226  ______________________________________________________________________
 KV5226* NAD 83(1996) POSITION- 40 06 41.17615(N) 074 02 34.67676(W)   ADJUSTED
 KV5226* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5226  ______________________________________________________________________
 KV5226  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 KV5226  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5226.GEOID18 height accuracy estimate available here.
 KV5226
 KV5226.Click photographs - Photos may exist for this station.
 KV5226
 KV5226.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5226
 KV5226. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8155940564(NAD 83)
 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
 KV5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5226.See file dsdata.pdf to determine how the superseded data were derived.
 KV5226
 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             USACE
 KV5226  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5226
 KV5226                          STATION DESCRIPTION
 KV5226
 KV5226'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5281 ***********************************************************************
 KV5281  DESIGNATION -  MNR 6=SHELL
 KV5281  PID         -  KV5281
 KV5281  STATE/COUNTY-  NJ/OCEAN
 KV5281  COUNTRY     -  US
 KV5281  USGS QUAD   -  POINT PLEASANT (2019)
 KV5281
 KV5281                         *CURRENT SURVEY CONTROL
 KV5281  ______________________________________________________________________
 KV5281* NAD 83(1996) POSITION- 40 06 12.90592(N) 074 02 44.97837(W)   ADJUSTED
 KV5281* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV5281  ______________________________________________________________________
 KV5281  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 KV5281  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5281.GEOID18 height accuracy estimate available here.
 KV5281
 KV5281.Click photographs - Photos may exist for this station.
 KV5281
 KV5281.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5281
 KV5281. The following values were computed from the NAD 83(1996) position.
 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       -  SEA GIRT                                 006 02 58.8
 KV5281:UTM  18      -  SEA GIRT                                 005 43 39.1
 KV5281
 KV5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8132539690(NAD 83)
 KV5281
 KV5281|---------------------------------------------------------------------|
 KV5281| PID    Reference Object                     Distance      Geod. Az  |
 KV5281|                                                           dddmmss.s |
 KV5281| KV5214 MANASQUAN BLOCK ICE CO STACK        APPROX. 2.2 KM 0010449.3 |
 KV5281| KV5180 SEA GIRT STATE ARSENAL STACK        APPROX. 2.4 KM 0032650.6 |
 KV5281| KV5182 SEA GIRT                            APPROX. 3.4 KM 0062032.0 |
 KV5281| CB6369 SHELL RM 1                           11.513 METERS 01515     |
 KV5281| KV5275 SQUAN BEACH COAST GUARD CUPOLA      APPROX. 1.7 KM 0370356.9 |
 KV5281| CB6370 SHELL RM 2                           16.783 METERS 09145     |
 KV5281| KV5259 MANASQUAN R SCHWEINERT BLUE TK      APPROX. 2.4 KM 2480658.3 |
 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
 KV5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5281.See file dsdata.pdf to determine how the superseded data were derived.
 KV5281
 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   USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV5225 ***********************************************************************
 KV5225  DESIGNATION -  MNR 7
 KV5225  PID         -  KV5225
 KV5225  STATE/COUNTY-  NJ/MONMOUTH
 KV5225  COUNTRY     -  US
 KV5225  USGS QUAD   -  POINT PLEASANT (2019)
 KV5225
 KV5225                         *CURRENT SURVEY CONTROL
 KV5225  ______________________________________________________________________
 KV5225* NAD 83(1996) POSITION- 40 06 42.69780(N) 074 02 43.61944(W)   ADJUSTED
 KV5225* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5225  ______________________________________________________________________
 KV5225  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 KV5225  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5225.GEOID18 height accuracy estimate available here.
 KV5225
 KV5225.Click photographs - Photos may exist for this station.
 KV5225
 KV5225.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5225
 KV5225. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5225:SPC NJ       -  MEADOW B C N MNR 3                       146 52 35.8
 KV5225:UTM  18      -  MEADOW B C N MNR 3                       146 33 16.0
 KV5225
 KV5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8134740609(NAD 83)
 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
 KV5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5225.See file dsdata.pdf to determine how the superseded data were derived.
 KV5225
 KV5225_MARK LOGO: USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV5251 ***********************************************************************
 KV5251  DESIGNATION -  MNR 8
 KV5251  PID         -  KV5251
 KV5251  STATE/COUNTY-  NJ/OCEAN
 KV5251  COUNTRY     -  US
 KV5251  USGS QUAD   -  POINT PLEASANT (2019)
 KV5251
 KV5251                         *CURRENT SURVEY CONTROL
 KV5251  ______________________________________________________________________
 KV5251* NAD 83(1996) POSITION- 40 06 00.88808(N) 074 03 03.31609(W)   ADJUSTED
 KV5251* NAVD 88 ORTHO HEIGHT -     4.037 (meters)       13.24  (feet) ADJUSTED
 KV5251  ______________________________________________________________________
 KV5251  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 KV5251  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 KV5251  DYNAMIC HEIGHT  -          4.035 (meters)       13.24  (feet) COMP
 KV5251  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 KV5251
 KV5251  HORZ ORDER      -  THIRD
 KV5251  VERT ORDER      -  FIRST     CLASS II
 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 determined by differential leveling and
 KV5251.adjusted by the NATIONAL GEODETIC SURVEY
 KV5251.in September 2015.
 KV5251
 KV5251.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5251.GEOID18 height accuracy estimate available here.
 KV5251
 KV5251.Click photographs - Photos may exist for this station.
 KV5251
 KV5251.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5251
 KV5251.The dynamic height is computed by dividing the NAVD 88
 KV5251.geopotential number by the normal gravity value computed on the
 KV5251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5251.degrees latitude (g = 980.6199 gals.).
 KV5251
 KV5251.The modeled gravity was interpolated from observed gravity values.
 KV5251
 KV5251. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000455  x   0.99991804  =   0.99992259
 KV5251!UTM  18      -   1.00000455  x   0.99968056  =   0.99968510
 KV5251
 KV5251:                Primary Azimuth Mark                     Grid Az
 KV5251:SPC NJ       -  MNR 17                                   260 03 31.6
 KV5251:UTM  18      -  MNR 17                                   259 44 12.1
 KV5251
 KV5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8089539315(NAD 83)
 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
 KV5251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5251.See file dsdata.pdf to determine how the superseded data were derived.
 KV5251
 KV5251_MARKER: Z = SEE DESCRIPTION
 KV5251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5251_MARK LOGO: USACE
 KV5251_PROJECTION: RECESSED 10 CENTIMETERS
 KV5251_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 - July 18, 2012
 KV5251
 KV5251  HISTORY     - Date     Condition        Report By
 KV5251  HISTORY     - UNK      MONUMENTED
 KV5251  HISTORY     - 1934     GOOD             USACE
 KV5251  HISTORY     - 1951     GOOD             CGS
 KV5251  HISTORY     - 19910227 GOOD             NJGS
 KV5251  HISTORY     - 20120718 GOOD             NJGS
 KV5251
 KV5251                          STATION DESCRIPTION
 KV5251
 KV5251'DESCRIBED BY US ARMY CORPS OF 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.
 KV5251
 KV5251                          STATION RECOVERY (2012)
 KV5251
 KV5251'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV5251'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF
 KV5251'ASBURY PARK, 1.5 MI (2.4 KM) NORTHEAST OF POINT PLEASANT AND 0.6 MI
 KV5251'(1.0 KM) NORTH-NORTHWEST OF POINT PLEASANT BEACH.
 KV5251'
 KV5251'THE STATION IS LOCATED IN THE BOROUGH OF POINT PLEASANT BEACH ON THE
 KV5251'SOUTHWEST SIDE OF THE FORMER STATE HIGHWAY 35, NOW ABANDONED, LEADING
 KV5251'TO THE ABUTMENTS OF THE REMOVED FORMER BRIDGE OVER THE MANASQUAN
 KV5251'RIVER.
 KV5251'
 KV5251'THE STATION IS 11.3 FT (3.4 M) WEST FROM THE WEST CURB OF THE FORMER
 KV5251'STATE HIGHWAY 35 ROADWAY, 22.3 FT (6.8 M) WEST FROM THE CENTERLINE OF
 KV5251'THE FORMER STATE HIGHWAY 35, 107.4 FT (32.7 M) SOUTH FROM THE WEST
 KV5251'CORNER OF THE SOUTH ABUTMENT OF THE FORMER STATE HIGHWAY 35, 94.1 FT
 KV5251'(28.7 M) SOUTH-SOUTHWEST FROM WOOD UTILITY POLE NUMBER JC 947PP, 100.0
 KV5251'FT (30.5 M) SOUTH FROM WOOD UTILITY POLE NUMBER JC 247 PPB, 57.7 FT
 KV5251'(17.6 M) NORTH FROM WOOD UTILITY POLE NUMBER JC 275 PPB AND 43.5 FT
 KV5251'(13.3 M) WEST FROM THE WEST CURB OF THE SOUTHBOUND LANES OF THE
 KV5251'PRESENT STATE HIGHWAY 35.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5234 ***********************************************************************
 KV5234  DESIGNATION -  MNR 9
 KV5234  PID         -  KV5234
 KV5234  STATE/COUNTY-  NJ/MONMOUTH
 KV5234  COUNTRY     -  US
 KV5234  USGS QUAD   -  POINT PLEASANT (2019)
 KV5234
 KV5234                         *CURRENT SURVEY CONTROL
 KV5234  ______________________________________________________________________
 KV5234* NAD 83(1996) POSITION- 40 06 38.81485(N) 074 02 46.71579(W)   ADJUSTED
 KV5234* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5234  ______________________________________________________________________
 KV5234  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 KV5234  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5234.GEOID18 height accuracy estimate available here.
 KV5234
 KV5234.Click photographs - Photos may exist for this station.
 KV5234
 KV5234.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5234
 KV5234. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8127540488(NAD 83)
 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
 KV5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5234.See file dsdata.pdf to determine how the superseded data were derived.
 KV5234
 KV5234_MARKER: Z = SEE DESCRIPTION
 KV5234_SETTING: 0 = UNSPECIFIED SETTING
 KV5234_MARK LOGO: USACE
 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             USACE
 KV5234  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5234
 KV5234                          STATION DESCRIPTION
 KV5234
 KV5234'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5024 ***********************************************************************
 KV5024  DESIGNATION -  MOFFAT
 KV5024  PID         -  KV5024
 KV5024  STATE/COUNTY-  NJ/MONMOUTH
 KV5024  COUNTRY     -  US
 KV5024  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5024
 KV5024                         *CURRENT SURVEY CONTROL
 KV5024  ______________________________________________________________________
 KV5024* NAD 83(1996) POSITION- 40 21 16.12629(N) 074 04 51.40412(W)   ADJUSTED
 KV5024* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV5024  ______________________________________________________________________
 KV5024  GEOID HEIGHT    -        -32.475 (meters)                     GEOID18
 KV5024  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5024.GEOID18 height accuracy estimate available here.
 KV5024
 KV5024.Click photographs - Photos may exist for this station.
 KV5024
 KV5024.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5024
 KV5024. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000421  x   0.99991559  =   0.99991980
 KV5024!UTM  18      -   1.00000421  x   0.99967497  =   0.99967918
 KV5024
 KV5024:                Primary Azimuth Mark                     Grid Az
 KV5024:SPC NJ       -  TOWER HILL 2 1918                        106 42 55.8
 KV5024:UTM  18      -  TOWER HILL 2 1918                        106 23 30.1
 KV5024
 KV5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7804367507(NAD 83)
 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
 KV5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5024.See file dsdata.pdf to determine how the superseded data were derived.
 KV5024
 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 = JULY 24, 2026 22:12:30 EDT
 KV5025 ***********************************************************************
 KV5025  DESIGNATION -  MOLLY PITCHER HOTEL CUPOLA
 KV5025  PID         -  KV5025
 KV5025  STATE/COUNTY-  NJ/MONMOUTH
 KV5025  COUNTRY     -  US
 KV5025  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5025
 KV5025                         *CURRENT SURVEY CONTROL
 KV5025  ______________________________________________________________________
 KV5025* NAD 83(1996) POSITION- 40 21 10.67733(N) 074 04 23.42611(W)   ADJUSTED
 KV5025* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV5025  ______________________________________________________________________
 KV5025  GEOID HEIGHT    -        -32.492 (meters)                     GEOID18
 KV5025  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5025.GEOID18 height accuracy estimate available here.
 KV5025
 KV5025.Click photographs - Photos may exist for this station.
 KV5025
 KV5025.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5025
 KV5025. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000453  x   0.99991618  =   0.99992071
 KV5025!UTM  18      -   1.00000453  x   0.99967625  =   0.99968078
 KV5025
 KV5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7870567346(NAD 83)
 KV5025
 KV5025                          SUPERSEDED SURVEY CONTROL
 KV5025
 KV5025  NAD 83(1986)-  40 21 10.67574(N)    074 04 23.42332(W) AD(       ) 3
 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
 KV5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5025.See file dsdata.pdf to determine how the superseded data were derived.
 KV5025
 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 = JULY 24, 2026 22:12:30 EDT
 JU2809 ***********************************************************************
 JU2809  DESIGNATION -  MON 1883
 JU2809  PID         -  JU2809
 JU2809  STATE/COUNTY-  NJ/ATLANTIC
 JU2809  COUNTRY     -  US
 JU2809  USGS QUAD   -  OCEANVILLE (2019)
 JU2809
 JU2809                         *CURRENT SURVEY CONTROL
 JU2809  ______________________________________________________________________
 JU2809* NAD 83(1996) POSITION- 39 24 15.26905(N) 074 29 31.85334(W)   ADJUSTED
 JU2809* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2809  ______________________________________________________________________
 JU2809  GEOID HEIGHT    -        -34.158 (meters)                     GEOID18
 JU2809  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2809.GEOID18 height accuracy estimate available here.
 JU2809
 JU2809.Click photographs - Photos may exist for this station.
 JU2809
 JU2809.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2809
 JU2809. The following values were computed from the NAD 83(1996) position.
 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 LIGHT                            122 01 12.0
 JU2809:UTM  18      -  ABSECON LIGHT                            121 42 09.4
 JU2809
 JU2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4372161760(NAD 83)
 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
 JU2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2809.See file dsdata.pdf to determine how the superseded data were derived.
 JU2809
 JU2809_MARKER: DD = SURVEY DISK
 JU2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2809_STAMPING: 1883
 JU2809_MARK LOGO: CGS+SS
 JU2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2809+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2806 ***********************************************************************
 JU2806  DESIGNATION -  MON 1886
 JU2806  PID         -  JU2806
 JU2806  STATE/COUNTY-  NJ/ATLANTIC
 JU2806  COUNTRY     -  US
 JU2806  USGS QUAD   -  OCEANVILLE (2019)
 JU2806
 JU2806                         *CURRENT SURVEY CONTROL
 JU2806  ______________________________________________________________________
 JU2806* NAD 83(1996) POSITION- 39 23 12.27456(N) 074 28 07.62967(W)   ADJUSTED
 JU2806* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2806  ______________________________________________________________________
 JU2806  GEOID HEIGHT    -        -34.269 (meters)                     GEOID18
 JU2806  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2806.GEOID18 height accuracy estimate available here.
 JU2806
 JU2806.Click photographs - Photos may exist for this station.
 JU2806
 JU2806.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2806
 JU2806. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000513  x   0.99990009  =   0.99990521
 JU2806!UTM  18      -   1.00000513  x   0.99962577  =   0.99963089
 JU2806
 JU2806:                Primary Azimuth Mark                     Grid Az
 JU2806:SPC NJ       -  RITZ AERO BEACON                         150 05 28.7
 JU2806:UTM  18      -  RITZ AERO BEACON                         149 46 26.5
 JU2806
 JU2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4574759829(NAD 83)
 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
 JU2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2806.See file dsdata.pdf to determine how the superseded data were derived.
 JU2806
 JU2806_MARKER: DD = SURVEY DISK
 JU2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2806_STAMPING: 1886
 JU2806_MARK LOGO: CGS+SS
 JU2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2806+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV6246 ***********************************************************************
 KV6246  DESIGNATION -  MON 27530
 KV6246  PID         -  KV6246
 KV6246  STATE/COUNTY-  NJ/SOMERSET
 KV6246  COUNTRY     -  US
 KV6246  USGS QUAD   -  ROCKY HILL (2019)
 KV6246
 KV6246                         *CURRENT SURVEY CONTROL
 KV6246  ______________________________________________________________________
 KV6246* NAD 83(1996) POSITION- 40 28 01.08199(N) 074 39 42.14090(W)   NO CHECK
 KV6246* NAVD 88 ORTHO HEIGHT -    37.99  (+/-2cm)      124.6   (feet) VERTCON3
 KV6246  ______________________________________________________________________
 KV6246  GEOID HEIGHT    -        -33.449 (meters)                     GEOID18
 KV6246  LAPLACE CORR    -          4.39  (seconds)                    DEFLEC18
 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
 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
 KV6246.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6246.GEOID18 height accuracy estimate available here.
 KV6246
 KV6246.The vertical order pertains to the NGVD 29 superseded value.
 KV6246
 KV6246.Click photographs - Photos may exist for this station.
 KV6246
 KV6246.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6246
 KV6246. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2867979643(NAD 83)
 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              38.26   (m)          125.5    (f) LEVELING    3  
 KV6246
 KV6246.Superseded values are not recommended for survey control.
 KV6246
 KV6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6246.See file dsdata.pdf to determine how the superseded data were derived.
 KV6246
 KV6246_MARKER: DD = SURVEY DISK
 KV6246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6246_STAMPING: 27530
 KV6246_MARK LOGO: NJGS
 KV6246_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV6247 ***********************************************************************
 KV6247  DESIGNATION -  MON 27637
 KV6247  PID         -  KV6247
 KV6247  STATE/COUNTY-  NJ/HUNTERDON
 KV6247  COUNTRY     -  US
 KV6247  USGS QUAD   -  LUMBERVILLE (2019)
 KV6247
 KV6247                         *CURRENT SURVEY CONTROL
 KV6247  ______________________________________________________________________
 KV6247* NAD 83(1996) POSITION- 40 26 47.34116(N) 075 02 37.20270(W)   NO CHECK
 KV6247* NAVD 88 ORTHO HEIGHT -   167.    (meters)      548.    (feet) SCALED
 KV6247  ______________________________________________________________________
 KV6247  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 KV6247  LAPLACE CORR    -          3.61  (seconds)                    DEFLEC18
 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
 KV6247.No horizontal observational check was made to the station.
 KV6247
 KV6247.The orthometric height was scaled from a topographic map.
 KV6247
 KV6247.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6247.GEOID18 height accuracy estimate available here.
 KV6247
 KV6247.Click photographs - Photos may exist for this station.
 KV6247
 KV6247.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6247
 KV6247. The following values were computed from the NAD 83(1996) position.
 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       -   0.99997920  x   0.99992617  =   0.99990537
 KV6247!SPC PA S     -   0.99997920  x   0.99995950  =   0.99993870
 KV6247!UTM  18      -   0.99997920  x   0.99960017  =   0.99957937
 KV6247
 KV6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9629677315(NAD 83)
 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
 KV6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6247.See file dsdata.pdf to determine how the superseded data were derived.
 KV6247
 KV6247_MARKER: DD = SURVEY DISK
 KV6247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6247_STAMPING: 27637
 KV6247_MARK LOGO: NJGS
 KV6247_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV5684 ***********************************************************************
 KV5684  DESIGNATION -  MON 2845 NJGS 1935
 KV5684  PID         -  KV5684
 KV5684  STATE/COUNTY-  NJ/BURLINGTON
 KV5684  COUNTRY     -  US
 KV5684  USGS QUAD   -  BRISTOL (2019)
 KV5684
 KV5684                         *CURRENT SURVEY CONTROL
 KV5684  ______________________________________________________________________
 KV5684* NAD 83(1996) POSITION- 40 04 30.13323(N) 074 52 00.48949(W)   ADJUSTED
 KV5684* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5684  ______________________________________________________________________
 KV5684  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 KV5684  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5684.GEOID18 height accuracy estimate available here.
 KV5684
 KV5684.Click photographs - Photos may exist for this station.
 KV5684
 KV5684.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5684
 KV5684. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000474  x   0.99991205  =   0.99991679
 KV5684!SPC PA S     -   1.00000474  x   0.99998087  =   0.99998561
 KV5684!UTM  18      -   1.00000474  x   0.99960159  =   0.99960632
 KV5684
 KV5684:                Primary Azimuth Mark                     Grid Az
 KV5684:SPC NJ       -  MON 2846                                 248 35 30.7
 KV5684:SPC PA S     -  MON 2846                                 246 29 06.4
 KV5684:UTM  18      -  MON 2846                                 248 16 11.9
 KV5684
 KV5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1135736094(NAD 83)
 KV5684
 KV5684|---------------------------------------------------------------------|
 KV5684| PID    Reference Object                     Distance      Geod. Az  |
 KV5684|                                                           dddmmss.s |
 KV5684| KV5681 MON 2846                            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
 KV5684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5684.See file dsdata.pdf to determine how the superseded data were derived.
 KV5684
 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  HISTORY     - 20080718 MARK NOT FOUND   UE
 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.
 KV5684
 KV5684                          STATION RECOVERY (2008)
 KV5684
 KV5684'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 KV5684'THE CIRCLE AREA IS BEING REGRADED AND SEVERAL UTILITY LINES, MANHOLES
 KV5684'AND VALVE BOXES HAD BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5681 ***********************************************************************
 KV5681  DESIGNATION -  MON 2846
 KV5681  PID         -  KV5681
 KV5681  STATE/COUNTY-  NJ/BURLINGTON
 KV5681  COUNTRY     -  US
 KV5681  USGS QUAD   -  BRISTOL (2019)
 KV5681
 KV5681                         *CURRENT SURVEY CONTROL
 KV5681  ______________________________________________________________________
 KV5681* NAD 83(1996) POSITION- 40 04 21.73839(N) 074 52 28.02340(W)   ADJUSTED
 KV5681* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5681  ______________________________________________________________________
 KV5681  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 KV5681  LAPLACE CORR    -          3.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5681.GEOID18 height accuracy estimate available here.
 KV5681
 KV5681.Click photographs - Photos may exist for this station.
 KV5681
 KV5681.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5681
 KV5681. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000474  x   0.99991255  =   0.99991729
 KV5681!SPC PA S     -   1.00000474  x   0.99998113  =   0.99998587
 KV5681!UTM  18      -   1.00000474  x   0.99960141  =   0.99960614
 KV5681
 KV5681:                Primary Azimuth Mark                     Grid Az
 KV5681:SPC NJ       -  MON 2845 NJGS 1935                       068 35 30.6
 KV5681:SPC PA S     -  MON 2845 NJGS 1935                       066 29 06.5
 KV5681:UTM  18      -  MON 2845 NJGS 1935                       068 16 11.8
 KV5681
 KV5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1070535834(NAD 83)
 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
 KV5681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5681.See file dsdata.pdf to determine how the superseded data were derived.
 KV5681
 KV5681_MARKER: DD = SURVEY DISK
 KV5681_SETTING: 0 = UNSPECIFIED SETTING
 KV5681_MARK LOGO: CGS+SS
 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 = JULY 24, 2026 22:12:30 EDT
 KV6528 ***********************************************************************
 KV6528  DESIGNATION -  MON 5332 RESET
 KV6528  PID         -  KV6528
 KV6528  STATE/COUNTY-  NJ/MORRIS
 KV6528  COUNTRY     -  US
 KV6528  USGS QUAD   -  CHATHAM (2019)
 KV6528
 KV6528                         *CURRENT SURVEY CONTROL
 KV6528  ______________________________________________________________________
 KV6528* NAD 83(2011) POSITION- 40 43 42.80498(N) 074 23 33.70380(W)   ADJUSTED
 KV6528* NAD 83(2011) ELLIP HT-   103.850 (meters)        (06/27/12)   ADJUSTED
 KV6528* NAD 83(2011) EPOCH   -  2010.00
 KV6528* NAVD 88 ORTHO HEIGHT -   136.7   (meters)      448.    (feet) GPS OBS
 KV6528  ______________________________________________________________________
 KV6528  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6528  GEOID HEIGHT    -        -33.060 (meters)                     GEOID93
 KV6528  GEOID HEIGHT    -        -32.816 (meters)                     GEOID18
 KV6528  NAD 83(2011) X  -  1,302,271.712 (meters)                     COMP
 KV6528  NAD 83(2011) Y  - -4,661,918.455 (meters)                     COMP
 KV6528  NAD 83(2011) Z  -  4,139,694.158 (meters)                     COMP
 KV6528  LAPLACE CORR    -          3.49  (seconds)                    DEFLEC18
 KV6528
 KV6528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6528  Standards:
 KV6528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6528  -------------------------------------------------------------------
 KV6528  NETWORK    0.53   0.80           0.21   0.22   0.41      0.02425849
 KV6528  -------------------------------------------------------------------
 KV6528  Click here for local accuracies and other accuracy information.
 KV6528
 KV6528.The horizontal coordinates were established by GPS observations
 KV6528.and adjusted by the National Geodetic Survey in June 2012.
 KV6528
 KV6528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6528.been affixed to the stable North American tectonic plate. See 
 KV6528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6528
 KV6528.The horizontal coordinates are valid at the epoch date displayed above
 KV6528.which is a decimal equivalence of Year/Month/Day.
 KV6528
 KV6528.The orthometric height was determined by GPS observations and a
 KV6528.high-resolution geoid model.
 KV6528
 KV6528.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6528.GEOID18 height accuracy estimate available here.
 KV6528
 KV6528.Click photographs - Photos may exist for this station.
 KV6528
 KV6528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6528
 KV6528.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6528
 KV6528.The ellipsoidal height was determined by GPS observations
 KV6528.and is referenced to NAD 83.
 KV6528
 KV6528. The following values were computed from the NAD 83(2011) position.
 KV6528
 KV6528;                    North         East     Units Scale Factor Converg.
 KV6528;SPC NJ       -   210,412.016   159,064.115   MT  0.99990101   +0 04 12.0
 KV6528;SPC NJ       -   690,326.76    521,862.85   sFT  0.99990101   +0 04 12.0
 KV6528;UTM  18      - 4,508,802.361   551,284.346   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  =   0.99961609
 KV6528
 KV6528:                Primary Azimuth Mark                     Grid Az
 KV6528:SPC NJ       -  SOUTH MTN                                070 10 10.5
 KV6528:UTM  18      -  SOUTH MTN                                069 50 36.0
 KV6528
 KV6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5128408802(NAD 83)
 KV6528
 KV6528|---------------------------------------------------------------------|
 KV6528| PID    Reference Object                     Distance      Geod. Az  |
 KV6528|                                                           dddmmss.s |
 KV6528| KV4904 SOUTH MTN                           APPROX.10.3 KM 0701422.5 |
 KV6528| KV4815 SUMMIT CONSOL WATER CO TANK         APPROX. 3.8 KM 1514044.8 |
 KV6528| CB5350 MON 5333                                           2282332.0 |
 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  NAD 83(2007)-  40 43 42.80514(N)    074 23 33.70444(W) AD(2002.00) 0
 KV6528  ELLIP H (02/10/07)  103.864  (m)                       GP(2002.00)    
 KV6528  ELLIP H (10/23/02)  103.855  (m)                       GP(       ) 4 1
 KV6528  NAD 83(1996)-  40 43 42.80540(N)    074 23 33.70473(W) AD(       ) 1
 KV6528  ELLIP H (05/14/99)  103.873  (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)  UNKNOWN  model used  GPS OBS        
 KV6528
 KV6528.Superseded values are not recommended for survey control.
 KV6528
 KV6528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6528.See file dsdata.pdf to determine how the superseded data were derived.
 KV6528
 KV6528_STAMPING: 5332 1935 1986
 KV6528_MARK LOGO: NJGS
 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  HISTORY     - 20191019 MARK NOT FOUND   NJGS
 KV6528
 KV6528                          STATION DESCRIPTION
 KV6528
 KV6528'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1986
 KV6528'THE STATION WAS RECOVERED AT THIS DATE.  UNDERGROUND MARK AND
 KV6528'REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 KV6528'MARK WAS NOT RECOVERED AND PRESUMED DESTROYED.  A NEW SURFACE MARK WAS
 KV6528'SET AND THE STATION ENCLOSED BY A STANDARD CAST IRON BOX.  REFERENCE
 KV6528'MARK 2 IS A STANDARD CGS AZIMUTH MARK DISK.
 KV6528'
 KV6528'THE STATION IS LOCATED ABOUT 7.3 KM (4.6 MI) WEST OF MILBURN, 3.4 KM
 KV6528'(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 AND
 KV6528'FAIRMOUNT AVENUE IN CHATHAM GO SOUTHWEST UPHILL ON FAIRMOUNT AVENUE
 KV6528'FOR 1.6 KM (1.0 MI) TO THE STATION ON THE LEFT AND REFERENCE MARKS ON
 KV6528'THE RIGHT.
 KV6528'
 KV6528'THE STATION IS A STANDARD CGS DISK STAMPED---5332 1935-1986---, SET
 KV6528'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON SIDE RECESSED 15
 KV6528'CM BELOW GROUND.  LOCATED 12.7 METERS (41.8 FT) WEST FROM THE POWER
 KV6528'POLE 40158 CN, 3.7 METERS (13 FT) SOUTHEAST FROM THE CENTER OF
 KV6528'FAIRMOUNT AVENUE AND 1.1 METERS (3.7 FT) NORTHWEST FROM A STEEL GUARD
 KV6528'RAIL.
 KV6528'
 KV6528'THE UNDERGROUND MARK IS A STANDARD NJGS DISK STAMPED---5332---,
 KV6528'IMBEDDED IN THE GROUND 1.0 METERS BELOW THE SURFACE.
 KV6528'
 KV6528'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED
 KV6528'---5332 NO 2 1935---, SET INTO DRILL HOLE  IN SIDEWALK IN FRONT OF
 KV6528'HOUSE NO 228 13.4 METERS (44 FT) SOUTHWEST FROM THE DRIVEWAY TO THE
 KV6528'HOUSE, 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.
 KV6528'
 KV6528'TO 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.
 KV6528'
 KV6528'TO REACH THE STATION FROM THE CHATHAM CHURCH OF CHRIST, AT THE
 KV6528'JUNCTION OF FAIRMOUNT AVENUE AND SOUTHERN BOULEVARD, IN CHATHAM
 KV6528'TOWNSHIP, GO 1.2 KM (0.75 MI) NORTHEAST ON FAIRMOUNT AVENUE TO THE
 KV6528'STATION ON THE RIGHT.  IT IS 3.7 M (12.14 FT) SOUTHEAST FROM THE
 KV6528'FAIRMOUNT AVENUE CENTERLINE, 12.7 M (41.67 FT) WEST FROM POLE 40158 CM
 KV6528'AND 1.1 M (3.61 FT) NORTHWEST FROM A STEEL GUIDE RAIL.
 KV6528'
 KV6528'THE STATION IS 0.2 M (0.66 FT) BELOW THE LEVEL OF THE ROAD, IN A CAST
 KV6528'IRON UTILITY BOX, HAVING A VERY THICK AND HEAVY CAST IRON LID, FLUSH
 KV6528'WITH THE PAVEMENT.  A RUBBING OF THE DISK WAS MADE ON 23 FEBRUARY
 KV6528'1990, SHOWING THE DISK WAS STAMPED INCORRECTLY AS 5223 1935 1986.  IT
 KV6528'SHOULD HAVE BEEN 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.
 KV6528
 KV6528                          STATION RECOVERY (2019)
 KV6528
 KV6528'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 KV6528'STATION NOT FOUND.  CAST IRON BOX NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3007 ***********************************************************************
 JU3007  DESIGNATION -  MON 925
 JU3007  PID         -  JU3007
 JU3007  STATE/COUNTY-  NJ/GLOUCESTER
 JU3007  COUNTRY     -  US
 JU3007  USGS QUAD   -  WILLIAMSTOWN (2019)
 JU3007
 JU3007                         *CURRENT SURVEY CONTROL
 JU3007  ______________________________________________________________________
 JU3007* NAD 83(1996) POSITION- 39 41 34.02382(N) 074 59 46.67172(W)   ADJUSTED
 JU3007* NAVD 88 ORTHO HEIGHT -    48.92  (+/-2cm)      160.5   (feet) VERTCON3
 JU3007  ______________________________________________________________________
 JU3007  GEOID HEIGHT    -        -33.291 (meters)                     GEOID18
 JU3007  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 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
 JU3007.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3007.GEOID18 height accuracy estimate available here.
 JU3007
 JU3007.The vertical order pertains to the NGVD 29 superseded value.
 JU3007
 JU3007.Click photographs - Photos may exist for this station.
 JU3007
 JU3007.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3007
 JU3007. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999755  x   0.99992230  =   0.99991985
 JU3007!UTM  18      -   0.99999755  x   0.99960000  =   0.99959755
 JU3007
 JU3007:                Primary Azimuth Mark                     Grid Az
 JU3007:SPC NJ       -  MON 924                                  142 42 27.7
 JU3007:UTM  18      -  MON 924                                  142 23 18.1
 JU3007
 JU3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0031793660(NAD 83)
 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              49.14   (m)          161.2    (f) LEVELING    3  
 JU3007
 JU3007.Superseded values are not recommended for survey control.
 JU3007
 JU3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3007.See file dsdata.pdf to determine how the superseded data were derived.
 JU3007
 JU3007_MARKER: DD = SURVEY DISK
 JU3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3007_STAMPING: NO 925
 JU3007_MARK LOGO: CGS+SS
 JU3007_PROJECTION: RECESSED 5 CENTIMETERS
 JU3007_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3007+STABILITY: SURFACE MOTION
 JU3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3007+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2024
 JU3007
 JU3007  HISTORY     - Date     Condition        Report By
 JU3007  HISTORY     - 1935     MONUMENTED       CGS
 JU3007  HISTORY     - 1937     GOOD             NJGS
 JU3007  HISTORY     - 19981114 GOOD             USPSQD
 JU3007  HISTORY     - 20070205 GOOD             INDIV
 JU3007  HISTORY     - 20240912 GOOD             AAAS
 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.
 JU3007
 JU3007                          STATION RECOVERY (2007)
 JU3007
 JU3007'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (GE)
 JU3007'RECOVERED AS DESCRIBED
 JU3007
 JU3007                          STATION RECOVERY (2024)
 JU3007
 JU3007'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 JU3007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2766 ***********************************************************************
 KU2766  DESIGNATION -  MONMOUTH BEACH CG CUPOLA
 KU2766  PID         -  KU2766
 KU2766  STATE/COUNTY-  NJ/MONMOUTH
 KU2766  COUNTRY     -  US
 KU2766  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2766
 KU2766                         *CURRENT SURVEY CONTROL
 KU2766  ______________________________________________________________________
 KU2766* NAD 83(1996) POSITION- 40 20 32.29175(N) 073 58 27.33010(W)   ADJUSTED
 KU2766* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KU2766  ______________________________________________________________________
 KU2766  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 KU2766  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2766.GEOID18 height accuracy estimate available here.
 KU2766
 KU2766.Click photographs - Photos may exist for this station.
 KU2766
 KU2766.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2766
 KU2766. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000518  x   0.99992455  =   0.99992973
 KU2766!UTM  18      -   1.00000518  x   0.99969343  =   0.99969861
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8711866255(NAD 83)
 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  USSD        -  40 20 32.35500(N)    073 58 28.66000(W) AD(       ) 3
 KU2766
 KU2766.Superseded values are not recommended for survey control.
 KU2766
 KU2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2766.See file dsdata.pdf to determine how the superseded data were derived.
 KU2766
 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 = JULY 24, 2026 22:12:30 EDT
 DN8259 ***********************************************************************
 DN8259  DESIGNATION -  MONMOUTH CBL 0
 DN8259  PID         -  DN8259
 DN8259  STATE/COUNTY-  NJ/MONMOUTH
 DN8259  COUNTRY     -  US
 DN8259  USGS QUAD   -  FARMINGDALE (2016)
 DN8259
 DN8259                         *CURRENT SURVEY CONTROL
 DN8259  ______________________________________________________________________
 DN8259* NAD 83(1986) POSITION- 40 11 32.78   (N) 074 08 04.57   (W)   HD_HELD1
 DN8259* NAVD 88 ORTHO HEIGHT -    32.440 (meters)      106.43  (feet) ADJUSTED
 DN8259  ______________________________________________________________________
 DN8259  GEOID HEIGHT    -        -32.676 (meters)                     GEOID18
 DN8259  DYNAMIC HEIGHT  -         32.426 (meters)      106.38  (feet) COMP
 DN8259  MODELED GRAVITY -    980,185.3   (mgal)                       NAVD 88
 DN8259
 DN8259  VERT ORDER      -  FIRST     CLASS II
 DN8259
 DN8259.The horizontal coordinates were determined by differentially corrected
 DN8259.hand held GPS observations or other comparable positioning techniques
 DN8259.and have an estimated accuracy of +/- 3 meters.
 DN8259
 DN8259.The orthometric height was determined by differential leveling and
 DN8259.adjusted by the NATIONAL GEODETIC SURVEY
 DN8259.in April 2013.
 DN8259
 DN8259.No vertical observational check was made to the station.
 DN8259
 DN8259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8259.GEOID18 height accuracy estimate available here.
 DN8259
 DN8259.Click photographs - Photos may exist for this station.
 DN8259
 DN8259.The dynamic height is computed by dividing the NAVD 88
 DN8259.geopotential number by the normal gravity value computed on the
 DN8259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8259.degrees latitude (g = 980.6199 gals.).
 DN8259
 DN8259.The modeled gravity was interpolated from observed gravity values.
 DN8259
 DN8259;                    North         East    Units  Estimated Accuracy
 DN8259;SPC NJ       -   150,944.0     181,111.8     MT  (+/- 3 meters HH1 GPS) 
 DN8259
 DN8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7366249475(NAD 83)
 DN8259
 DN8259                          SUPERSEDED SURVEY CONTROL
 DN8259
 DN8259.No superseded survey control is available for this station.
 DN8259
 DN8259_MARKER: DQ = CALIBRATION BASE LINE DISK
 DN8259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8259_STAMPING: MONMOUTH 0 2005
 DN8259_MARK LOGO: NGS
 DN8259_PROJECTION: FLUSH
 DN8259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8259+STABILITY: SURFACE MOTION
 DN8259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8259+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2023
 DN8259
 DN8259  HISTORY     - Date     Condition        Report By
 DN8259  HISTORY     - 2005     MONUMENTED       NJGS
 DN8259  HISTORY     - 20111012 GOOD             NJGS
 DN8259  HISTORY     - 20150831 GOOD             NJGS
 DN8259  HISTORY     - 20231116 GOOD             NJGS
 DN8259
 DN8259                          STATION DESCRIPTION
 DN8259
 DN8259'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8259'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE
 DN8259'MONMOUTH EXECUTIVE AIRPORT (BLM), SET BETWEEN THE TAXIWAY FOR RUNWAY
 DN8259'NUMBER 14 AND A SERVICE ROAD PARALLELING THE TAXIWAY.
 DN8259'
 DN8259'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I-195,
 DN8259'EXIT 35B AND NEW JERSEY STATE ROUTE 34, GO 0.6 MI (1.0 KM)
 DN8259'NORTH-NORTHWEST ON ROUTE 34 TO THE JUGHANDLE TURN TO WEST BOUND
 DN8259'HURLEY'S POND ROAD, TAKE THE JUGHANDLE AND GO 0.85 MI (1.4 KM) WEST ON
 DN8259'HURLEY'S POND ROAD TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 DN8259'RIGHT ON THE ENTRANCE ROAD, STAYING TO THE LEFT IN THE FORK IN THE
 DN8259'ROAD AND GO ABOUT 0.4 MI (0.6 KM) NORTH-NORTHEAST TO THE END OF THE
 DN8259'ROAD AT THE LOOKOUT AREA AT THE TOP OF THE HILL.  TURN RIGHT AND
 DN8259'FOLLOW THE ROADWAY DOWN THE HILL THEN GO 1.0 MI (1.6 KM) NORTHWEST ON
 DN8259'THE ACCESS ROAD TO THE STATION ON THE RIGHT.
 DN8259'
 DN8259'THE STATION IS BETWEEN TWO WITNESS POSTS, 1.4 M (4.6 FT) SOUTHWEST OF
 DN8259'A METAL WITNESS POST, 6.3 M (20.7 FT) NORTHEAST OF THE CENTERLINE OF
 DN8259'THE ACCESS ROAD, 92.6 M (303.8 FT) NORTHWEST OF A ROAD LEADING TO THE
 DN8259'STORAGE BUILDING.
 DN8259
 DN8259                          STATION RECOVERY (2015)
 DN8259
 DN8259'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DN8259'RECOVERED IN GOOD CONDITION.
 DN8259'
 DN8259'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST
 DN8259'OF ADELPHIA, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF ASBURY PARK AND 2.4 MI
 DN8259'(3.9 KM) EAST-SOUTHEAST OF FARMINGDALE, IN WALL TOWNSHIP.
 DN8259'
 DN8259'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE
 DN8259'MONMOUTH EXECUTIVE AIRPORT (BLM).  PERMISSION TO GAIN ACCESS TO THE
 DN8259'CALIBRATION BASELINE LOCATION, WHICH IS BEHIND LOCKED GATES, MUST BE
 DN8259'OBTAINED FROM THE MONMOUTH JET CENTER (HTTP //MONMOUTHJETCENTER.COM/),
 DN8259'LOCATED ON NORTH AIRPORT ROAD.
 DN8259'
 DN8259'TO REACH THE MONMOUTH JET CENTER FROM THE INTERSECTION OF HURLEY POND
 DN8259'ROAD AND NEW JERSEY STATE ROUTE 34, GO 0.25 MI (0.4 KM) WEST ON WEST
 DN8259'HURLEY POND ROAD TO AN ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 DN8259'RIGHT AND GO 0.05 MI (0.1 KM) NORTH TO THE T-JUNCTION WITH NORTH
 DN8259'AIRPORT ROAD.  TURN LEFT AND GO 0.35 MI (0.6 KM) WEST ON NORTH AIRPORT
 DN8259'ROAD TO THE FACILITY ON THE RIGHT.
 DN8259
 DN8259                          STATION RECOVERY (2023)
 DN8259
 DN8259'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (JB)
 DN8259'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8256 ***********************************************************************
 DN8256  DESIGNATION -  MONMOUTH CBL 1000
 DN8256  PID         -  DN8256
 DN8256  STATE/COUNTY-  NJ/MONMOUTH
 DN8256  COUNTRY     -  US
 DN8256  USGS QUAD   -  FARMINGDALE (2016)
 DN8256
 DN8256                         *CURRENT SURVEY CONTROL
 DN8256  ______________________________________________________________________
 DN8256* NAD 83(1986) POSITION- 40 11 10.87   (N) 074 07 33.38   (W)   HD_HELD1
 DN8256* NAVD 88 ORTHO HEIGHT -    37.435 (meters)      122.82  (feet) ADJUSTED
 DN8256  ______________________________________________________________________
 DN8256  GEOID HEIGHT    -        -32.710 (meters)                     GEOID18
 DN8256  DYNAMIC HEIGHT  -         37.419 (meters)      122.77  (feet) COMP
 DN8256  MODELED GRAVITY -    980,182.2   (mgal)                       NAVD 88
 DN8256
 DN8256  VERT ORDER      -  FIRST     CLASS II
 DN8256
 DN8256.The horizontal coordinates were determined by differentially corrected
 DN8256.hand held GPS observations or other comparable positioning techniques
 DN8256.and have an estimated accuracy of +/- 3 meters.
 DN8256
 DN8256.The orthometric height was determined by differential leveling and
 DN8256.adjusted by the NATIONAL GEODETIC SURVEY
 DN8256.in April 2013.
 DN8256
 DN8256.No vertical observational check was made to the station.
 DN8256
 DN8256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8256.GEOID18 height accuracy estimate available here.
 DN8256
 DN8256.Click photographs - Photos may exist for this station.
 DN8256
 DN8256.The dynamic height is computed by dividing the NAVD 88
 DN8256.geopotential number by the normal gravity value computed on the
 DN8256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8256.degrees latitude (g = 980.6199 gals.).
 DN8256
 DN8256.The modeled gravity was interpolated from observed gravity values.
 DN8256
 DN8256;                    North         East    Units  Estimated Accuracy
 DN8256;SPC NJ       -   150,271.4     181,852.4     MT  (+/- 3 meters HH1 GPS) 
 DN8256
 DN8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7440648807(NAD 83)
 DN8256
 DN8256                          SUPERSEDED SURVEY CONTROL
 DN8256
 DN8256.No superseded survey control is available for this station.
 DN8256
 DN8256_MARKER: DQ = CALIBRATION BASE LINE DISK
 DN8256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8256_STAMPING: MONMOUTH 1000 2005
 DN8256_MARK LOGO: NGS
 DN8256_PROJECTION: FLUSH
 DN8256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8256+STABILITY: SURFACE MOTION
 DN8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8256+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 DN8256
 DN8256  HISTORY     - Date     Condition        Report By
 DN8256  HISTORY     - 2005     MONUMENTED       NJGS
 DN8256  HISTORY     - 20111012 GOOD             NJGS
 DN8256  HISTORY     - 20150831 GOOD             NJGS
 DN8256
 DN8256                          STATION DESCRIPTION
 DN8256
 DN8256'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8256'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE
 DN8256'MONMOUTH EXECUTIVE AIRPORT (BLM), SET BETWEEN THE TAXIWAY FOR RUNWAY
 DN8256'NUMBER 14 AND A SERVICE ROAD PARALLELING THE TAXIWAY.
 DN8256'
 DN8256'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I-195,
 DN8256'EXIT 35B AND NEW JERSEY STATE ROUTE 34, GO 0.6 MI (1.0 KM)
 DN8256'NORTH-NORTHWEST ON ROUTE 34 TO THE JUGHANDLE TURN TO WEST BOUND
 DN8256'HURLEY'S POND ROAD, TAKE THE JUGHANDLE AND GO 0.85 MI (1.4 KM) WEST ON
 DN8256'HURLEY'S POND ROAD TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 DN8256'RIGHT ON THE ENTRANCE ROAD, STAYING TO THE LEFT IN THE FORK IN THE
 DN8256'ROAD AND GO ABOUT 0.4 MI (0.6 KM) NORTH-NORTHEAST TO THE END OF THE
 DN8256'ROAD AT THE LOOKOUT AREA AT THE TOP OF THE HILL.  TURN RIGHT AND
 DN8256'FOLLOW THE ROADWAY DOWN THE HILL THEN GO 0.2 MI (0.3 KM) NORTHWEST ON
 DN8256'THE ACCESS ROAD TO THE STATION ON THE RIGHT.
 DN8256'
 DN8256'THE STATION IS BETWEEN TWO WITNESS POSTS, 1.2 M (3.9 FT) SOUTHWEST OF
 DN8256'METAL WITNESS POST, 7.0 M (23.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 DN8256'ACCESS ROAD, 32 M (105.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF A
 DN8256'ROAD CONNECTOR BETWEEN THE ACCESS ROAD AND THE TAXIWAY, 4.9 M (16.1
 DN8256'FT) SOUTHWEST OF THE THIRD TREE FROM THE SOUTHEAST END OF THE TREE ROW
 DN8256'BETWEEN THE TAXIWAY AND THE ACCESS ROAD.
 DN8256
 DN8256                          STATION RECOVERY (2015)
 DN8256
 DN8256'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DN8256'RECOVERED IN GOOD CONDITION.
 DN8256'
 DN8256'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST
 DN8256'OF ADELPHIA, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF ASBURY PARK AND 2.4 MI
 DN8256'(3.9 KM) EAST-SOUTHEAST OF FARMINGDALE, IN WALL TOWNSHIP.
 DN8256'
 DN8256'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE
 DN8256'MONMOUTH EXECUTIVE AIRPORT (BLM).  PERMISSION TO GAIN ACCESS TO THE
 DN8256'CALIBRATION BASELINE LOCATION, WHICH IS BEHIND LOCKED GATES, MUST BE
 DN8256'OBTAINED FROM THE MONMOUTH JET CENTER (HTTP //MONMOUTHJETCENTER.COM/),
 DN8256'LOCATED ON NORTH AIRPORT ROAD.
 DN8256'
 DN8256'TO REACH THE MONMOUTH JET CENTER FROM THE INTERSECTION OF HURLEY POND
 DN8256'ROAD AND NEW JERSEY STATE ROUTE 34, GO 0.25 MI (0.4 KM) WEST ON WEST
 DN8256'HURLEY POND ROAD TO AN ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 DN8256'RIGHT AND GO 0.05 MI (0.1 KM) NORTH TO THE T-JUNCTION WITH NORTH
 DN8256'AIRPORT ROAD.  TURN LEFT AND GO 0.35 MI (0.6 KM) WEST ON NORTH AIRPORT
 DN8256'ROAD TO THE FACILITY ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8258 ***********************************************************************
 DN8258  DESIGNATION -  MONMOUTH CBL 150
 DN8258  PID         -  DN8258
 DN8258  STATE/COUNTY-  NJ/MONMOUTH
 DN8258  COUNTRY     -  US
 DN8258  USGS QUAD   -  FARMINGDALE (2016)
 DN8258
 DN8258                         *CURRENT SURVEY CONTROL
 DN8258  ______________________________________________________________________
 DN8258* NAD 83(1986) POSITION- 40 11 29.47   (N) 074 07 59.89   (W)   HD_HELD1
 DN8258* NAVD 88 ORTHO HEIGHT -    32.617 (meters)      107.01  (feet) ADJUSTED
 DN8258  ______________________________________________________________________
 DN8258  GEOID HEIGHT    -        -32.681 (meters)                     GEOID18
 DN8258  DYNAMIC HEIGHT  -         32.603 (meters)      106.97  (feet) COMP
 DN8258  MODELED GRAVITY -    980,184.8   (mgal)                       NAVD 88
 DN8258
 DN8258  VERT ORDER      -  FIRST     CLASS II
 DN8258
 DN8258.The horizontal coordinates were determined by differentially corrected
 DN8258.hand held GPS observations or other comparable positioning techniques
 DN8258.and have an estimated accuracy of +/- 3 meters.
 DN8258
 DN8258.The orthometric height was determined by differential leveling and
 DN8258.adjusted by the NATIONAL GEODETIC SURVEY
 DN8258.in April 2013.
 DN8258
 DN8258.No vertical observational check was made to the station.
 DN8258
 DN8258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8258.GEOID18 height accuracy estimate available here.
 DN8258
 DN8258.Click photographs - Photos may exist for this station.
 DN8258
 DN8258.The dynamic height is computed by dividing the NAVD 88
 DN8258.geopotential number by the normal gravity value computed on the
 DN8258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8258.degrees latitude (g = 980.6199 gals.).
 DN8258
 DN8258.The modeled gravity was interpolated from observed gravity values.
 DN8258
 DN8258;                    North         East    Units  Estimated Accuracy
 DN8258;SPC NJ       -   150,842.4     181,222.9     MT  (+/- 3 meters HH1 GPS) 
 DN8258
 DN8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7377449374(NAD 83)
 DN8258
 DN8258                          SUPERSEDED SURVEY CONTROL
 DN8258
 DN8258.No superseded survey control is available for this station.
 DN8258
 DN8258_MARKER: DQ = CALIBRATION BASE LINE DISK
 DN8258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8258_STAMPING: MONMOUTH 150 2005
 DN8258_MARK LOGO: NGS
 DN8258_PROJECTION: FLUSH
 DN8258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8258+STABILITY: SURFACE MOTION
 DN8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8258+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 DN8258
 DN8258  HISTORY     - Date     Condition        Report By
 DN8258  HISTORY     - 2005     MONUMENTED       NJGS
 DN8258  HISTORY     - 20111012 GOOD             NJGS
 DN8258  HISTORY     - 20150831 GOOD             NJGS
 DN8258
 DN8258                          STATION DESCRIPTION
 DN8258
 DN8258'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8258'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE
 DN8258'MONMOUTH EXECUTIVE AIRPORT (BLM), SET BETWEEN THE TAXIWAY FOR RUNWAY
 DN8258'NUMBER 14 AND A SERVICE ROAD PARALLELING THE TAXIWAY.
 DN8258'
 DN8258'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I-195,
 DN8258'EXIT 35B AND NEW JERSEY STATE ROUTE 34, GO 0.6 MI (1.0 KM)
 DN8258'NORTH-NORTHWEST ON ROUTE 34 TO THE JUGHANDLE TURN TO WEST BOUND
 DN8258'HURLEY'S POND ROAD, TAKE THE JUGHANDLE AND GO 0.85 MI (1.4 KM) WEST ON
 DN8258'HURLEY'S POND ROAD TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 DN8258'RIGHT ON THE ENTRANCE ROAD, STAYING TO THE LEFT IN THE FORK IN THE
 DN8258'ROAD AND GO ABOUT 0.4 MI (0.6 KM) NORTH-NORTHEAST TO THE END OF THE
 DN8258'ROAD AT THE LOOKOUT AREA AT THE TOP OF THE HILL.  TURN RIGHT AND
 DN8258'FOLLOW THE ROADWAY DOWN THE HILL THEN GO 0.9 MI (1.4 KM) NORTHWEST ON
 DN8258'THE ACCESS ROAD TO THE STATION ON THE RIGHT.
 DN8258'
 DN8258'THE STATION IS BETWEEN TWO WITNESS POSTS, 1.4 M (4.6 FT) SOUTHWEST OF
 DN8258'A METAL WITNESS POST, 40.9 M (134.2 FT) NORTH-NORTHEAST OF THE
 DN8258'SOUTHEAST CORNER OF A STORAGE BUILDING, 60 M (196.9 FT) SOUTHEAST OF
 DN8258'THE EXTENDED CENTERLINE OF A ROAD LEADING SOUTHWEST.
 DN8258
 DN8258                          STATION RECOVERY (2015)
 DN8258
 DN8258'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DN8258'RECOVERED IN GOOD CONDITION.
 DN8258'
 DN8258'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST
 DN8258'OF ADELPHIA, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF ASBURY PARK AND 2.4 MI
 DN8258'(3.9 KM) EAST-SOUTHEAST OF FARMINGDALE, IN WALL TOWNSHIP.
 DN8258'
 DN8258'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE
 DN8258'MONMOUTH EXECUTIVE AIRPORT (BLM).  PERMISSION TO GAIN ACCESS TO THE
 DN8258'CALIBRATION BASELINE LOCATION, WHICH IS BEHIND LOCKED GATES, MUST BE
 DN8258'OBTAINED FROM THE MONMOUTH JET CENTER (HTTP //MONMOUTHJETCENTER.COM/),
 DN8258'LOCATED ON NORTH AIRPORT ROAD.
 DN8258'
 DN8258'TO REACH THE MONMOUTH JET CENTER FROM THE INTERSECTION OF HURLEY POND
 DN8258'ROAD AND NEW JERSEY STATE ROUTE 34, GO 0.25 MI (0.4 KM) WEST ON WEST
 DN8258'HURLEY POND ROAD TO AN ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 DN8258'RIGHT AND GO 0.05 MI (0.1 KM) NORTH TO THE T-JUNCTION WITH NORTH
 DN8258'AIRPORT ROAD.  TURN LEFT AND GO 0.35 MI (0.6 KM) WEST ON NORTH AIRPORT
 DN8258'ROAD TO THE FACILITY ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8257 ***********************************************************************
 DN8257  DESIGNATION -  MONMOUTH CBL 400
 DN8257  PID         -  DN8257
 DN8257  STATE/COUNTY-  NJ/MONMOUTH
 DN8257  COUNTRY     -  US
 DN8257  USGS QUAD   -  FARMINGDALE (2016)
 DN8257
 DN8257                         *CURRENT SURVEY CONTROL
 DN8257  ______________________________________________________________________
 DN8257* NAD 83(1986) POSITION- 40 11 24.00   (N) 074 07 52.09   (W)   HD_HELD1
 DN8257* NAVD 88 ORTHO HEIGHT -    32.831 (meters)      107.71  (feet) ADJUSTED
 DN8257  ______________________________________________________________________
 DN8257  GEOID HEIGHT    -        -32.690 (meters)                     GEOID18
 DN8257  DYNAMIC HEIGHT  -         32.816 (meters)      107.66  (feet) COMP
 DN8257  MODELED GRAVITY -    980,184.1   (mgal)                       NAVD 88
 DN8257
 DN8257  VERT ORDER      -  FIRST     CLASS II
 DN8257
 DN8257.The horizontal coordinates were determined by differentially corrected
 DN8257.hand held GPS observations or other comparable positioning techniques
 DN8257.and have an estimated accuracy of +/- 3 meters.
 DN8257
 DN8257.The orthometric height was determined by differential leveling and
 DN8257.adjusted by the NATIONAL GEODETIC SURVEY
 DN8257.in April 2013.
 DN8257
 DN8257.No vertical observational check was made to the station.
 DN8257
 DN8257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8257.GEOID18 height accuracy estimate available here.
 DN8257
 DN8257.Click photographs - Photos may exist for this station.
 DN8257
 DN8257.The dynamic height is computed by dividing the NAVD 88
 DN8257.geopotential number by the normal gravity value computed on the
 DN8257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8257.degrees latitude (g = 980.6199 gals.).
 DN8257
 DN8257.The modeled gravity was interpolated from observed gravity values.
 DN8257
 DN8257;                    North         East    Units  Estimated Accuracy
 DN8257;SPC NJ       -   150,674.5     181,408.1     MT  (+/- 3 meters HH1 GPS) 
 DN8257
 DN8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7396049207(NAD 83)
 DN8257
 DN8257                          SUPERSEDED SURVEY CONTROL
 DN8257
 DN8257.No superseded survey control is available for this station.
 DN8257
 DN8257_MARKER: DQ = CALIBRATION BASE LINE DISK
 DN8257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8257_STAMPING: MONMOUTH 400 2005
 DN8257_MARK LOGO: NGS
 DN8257_PROJECTION: FLUSH
 DN8257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8257+STABILITY: SURFACE MOTION
 DN8257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8257+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 DN8257
 DN8257  HISTORY     - Date     Condition        Report By
 DN8257  HISTORY     - 2005     MONUMENTED       NJGS
 DN8257  HISTORY     - 20111012 GOOD             NJGS
 DN8257  HISTORY     - 20150831 GOOD             NJGS
 DN8257
 DN8257                          STATION DESCRIPTION
 DN8257
 DN8257'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DN8257'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE
 DN8257'MONMOUTH EXECUTIVE AIRPORT (BLM), SET BETWEEN THE TAXIWAY FOR RUNWAY
 DN8257'NUMBER 14 AND A SERVICE ROAD PARALLELING THE TAXIWAY.
 DN8257'
 DN8257'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I-195,
 DN8257'EXIT 35B AND NEW JERSEY STATE ROUTE 34, GO 0.6 MI (1.0 KM)
 DN8257'NORTH-NORTHWEST ON ROUTE 34 TO THE JUGHANDLE TURN TO WEST BOUND
 DN8257'HURLEY'S POND ROAD, TAKE THE JUGHANDLE AND GO 0.85 MI (1.4 KM) WEST ON
 DN8257'HURLEY'S POND ROAD TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 DN8257'RIGHT ON THE ENTRANCE ROAD, STAYING TO THE LEFT IN THE FORK IN THE
 DN8257'ROAD AND GO ABOUT 0.4 MI (0.6 KM) NORTH-NORTHEAST TO THE END OF THE
 DN8257'ROAD AT THE LOOKOUT AREA AT THE TOP OF THE HILL.  TURN RIGHT AND
 DN8257'FOLLOW THE ROADWAY DOWN THE HILL THEN GO 0.75 MI (1.2 KM) NORTHWEST ON
 DN8257'THE ACCESS ROAD TO THE STATION ON THE RIGHT.
 DN8257'
 DN8257'THE STATION IS BETWEEN TWO WITNESS POSTS, 1.6 M (5.2 FT) SOUTHWEST OF
 DN8257'METAL WITNESS POST, 7.1 M (23.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 DN8257'ACCESS ROAD, 104 M (341.2 FT) SOUTHEAST OF THE CENTERLINE OF A ROAD
 DN8257'LEADING TO THE SOUTHWEST TO THE SKYDIVING FACILITY, 124 M (406.8 FT)
 DN8257'NORTHWEST OF THE CENTERLINE OF A TAXIWAY ACCESS ROAD.
 DN8257
 DN8257                          STATION RECOVERY (2015)
 DN8257
 DN8257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DN8257'RECOVERED IN GOOD CONDITION.
 DN8257'
 DN8257'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST
 DN8257'OF ADELPHIA, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF ASBURY PARK AND 2.4 MI
 DN8257'(3.9 KM) EAST-SOUTHEAST OF FARMINGDALE, IN WALL TOWNSHIP.
 DN8257'
 DN8257'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE
 DN8257'MONMOUTH EXECUTIVE AIRPORT (BLM).  PERMISSION TO GAIN ACCESS TO THE
 DN8257'CALIBRATION BASELINE LOCATION, WHICH IS BEHIND LOCKED GATES, MUST BE
 DN8257'OBTAINED FROM THE MONMOUTH JET CENTER (HTTP //MONMOUTHJETCENTER.COM/),
 DN8257'LOCATED ON NORTH AIRPORT ROAD.
 DN8257'
 DN8257'TO REACH THE MONMOUTH JET CENTER FROM THE INTERSECTION OF HURLEY POND
 DN8257'ROAD AND NEW JERSEY STATE ROUTE 34, GO 0.25 MI (0.4 KM) WEST ON WEST
 DN8257'HURLEY POND ROAD TO AN ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 DN8257'RIGHT AND GO 0.05 MI (0.1 KM) NORTH TO THE T-JUNCTION WITH NORTH
 DN8257'AIRPORT ROAD.  TURN LEFT AND GO 0.35 MI (0.6 KM) WEST ON NORTH AIRPORT
 DN8257'ROAD TO THE FACILITY ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6985 ***********************************************************************
 KV6985  DESIGNATION -  MONMOUTH HEALTH DEPT ANTENNA
 KV6985  PID         -  KV6985
 KV6985  STATE/COUNTY-  NJ/MONMOUTH
 KV6985  COUNTRY     -  US
 KV6985  USGS QUAD   -  ADELPHIA (2019)
 KV6985
 KV6985                         *CURRENT SURVEY CONTROL
 KV6985  ______________________________________________________________________
 KV6985* NAD 83(2011) POSITION- 40 13 47.56165(N) 074 16 18.34680(W)   ADJUSTED
 KV6985* NAD 83(2011) ELLIP HT-    11.070 (meters)        (06/27/12)   ADJUSTED
 KV6985* NAD 83(2011) EPOCH   -  2010.00
 KV6985* NAVD 88 ORTHO HEIGHT -    43.5   (meters)      143.    (feet) GPS OBS
 KV6985  ______________________________________________________________________
 KV6985  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV6985  GEOID HEIGHT    -        -32.680 (meters)                     GEOID93
 KV6985  GEOID HEIGHT    -        -32.379 (meters)                     GEOID18
 KV6985  NAD 83(2011) X  -  1,321,834.115 (meters)                     COMP
 KV6985  NAD 83(2011) Y  - -4,693,693.771 (meters)                     COMP
 KV6985  NAD 83(2011) Z  -  4,097,513.004 (meters)                     COMP
 KV6985  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 KV6985
 KV6985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6985  Standards:
 KV6985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6985  -------------------------------------------------------------------
 KV6985  NETWORK    0.35   0.51           0.14   0.15   0.26     -0.03309486
 KV6985  -------------------------------------------------------------------
 KV6985  Click here for local accuracies and other accuracy information.
 KV6985
 KV6985.The horizontal coordinates were established by GPS observations
 KV6985.and adjusted by the National Geodetic Survey in June 2012.
 KV6985
 KV6985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6985.been affixed to the stable North American tectonic plate. See 
 KV6985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6985
 KV6985.The horizontal coordinates are valid at the epoch date displayed above
 KV6985.which is a decimal equivalence of Year/Month/Day.
 KV6985
 KV6985.The orthometric height was determined by GPS observations and a
 KV6985.high-resolution geoid model.
 KV6985
 KV6985.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6985.GEOID18 height accuracy estimate available here.
 KV6985
 KV6985.Click photographs - Photos may exist for this station.
 KV6985
 KV6985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6985
 KV6985.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6985
 KV6985.The ellipsoidal height was determined by GPS observations
 KV6985.and is referenced to NAD 83.
 KV6985
 KV6985. The following values were computed from the NAD 83(2011) position.
 KV6985
 KV6985;                    North         East     Units Scale Factor Converg.
 KV6985;SPC NJ       -   155,061.794   169,422.590   MT  0.99990464   +0 08 50.7
 KV6985;SPC NJ       -   508,731.90    555,847.28   sFT  0.99990464   +0 08 50.7
 KV6985;UTM  18      - 4,453,526.255   561,953.421   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6195353526(NAD 83)
 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  NAD 83(2007)-  40 13 47.56211(N)    074 16 18.34728(W) AD(2002.00) 0
 KV6985  ELLIP H (02/10/07)   11.077  (m)                       GP(2002.00)    
 KV6985  ELLIP H (10/23/02)   11.085  (m)                       GP(       ) 4 1
 KV6985  NAD 83(1996)-  40 13 47.56199(N)    074 16 18.34774(W) AD(       ) 1
 KV6985  ELLIP H (05/14/99)   11.082  (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
 KV6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6985.See file dsdata.pdf to determine how the superseded data were derived.
 KV6985
 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 = JULY 24, 2026 22:12:30 EDT
 DK7173 ***********************************************************************
 DK7173  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7173  DESIGNATION -  MONROE MUA CORS ARP
 DK7173  CORS_ID     -  NJMU
 DK7173  PID         -  DK7173
 DK7173  STATE/COUNTY-  NJ/MIDDLESEX
 DK7173  COUNTRY     -  US
 DK7173  USGS QUAD   -  JAMESBURG (2019)
 DK7173
 DK7173                         *CURRENT SURVEY CONTROL
 DK7173  ______________________________________________________________________
 DK7173* NAD 83(2011) POSITION- 40 18 11.61718(N) 074 28 03.30132(W)   ADJUSTED
 DK7173* NAD 83(2011) ELLIP HT-    10.648 (meters)        (04/??/25)   ADJUSTED
 DK7173* NAD 83(2011) EPOCH   -  2010.00
 DK7173  ______________________________________________________________________
 DK7173  GEOID HEIGHT    -        -32.657 (meters)                     GEOID18
 DK7173  NAD 83(2011) X  -  1,304,374.950 (meters)                     COMP
 DK7173  NAD 83(2011) Y  - -4,693,111.703 (meters)                     COMP
 DK7173  NAD 83(2011) Z  -  4,103,727.466 (meters)                     COMP
 DK7173
 DK7173  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7173  Standards:
 DK7173         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7173            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7173  -------------------------------------------------------------------
 DK7173  NETWORK    0.46   0.56           0.10   0.22   0.28     -0.61936100
 DK7173  -------------------------------------------------------------------
 DK7173
 DK7173.The coordinates were established by GPS observations
 DK7173.and adjusted by the National Geodetic Survey in April 2025.
 DK7173
 DK7173.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7173.been affixed to the stable North American Tectonic Plate. 
 DK7173
 DK7173.The coordinates are valid at the epoch date displayed above
 DK7173.which is a decimal equivalence of Year/Month/Day.
 DK7173
 DK7173.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK7173.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK7173.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK7173.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK7173.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK7173.published epoch of 2010.00.
 DK7173
 DK7173.Additional information on MYCS is available at:
 DK7173.https://geodesy.noaa.gov/CORS/index.shtml
 DK7173
 DK7173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7173.GEOID18 height accuracy estimate available here.
 DK7173
 DK7173.The PID for the CORS L1 Phase Center is DK7174.
 DK7173
 DK7173.Click photographs - Photos may exist for this station.
 DK7173
 DK7173.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7173
 DK7173.The ellipsoidal height was determined by GPS observations
 DK7173.and is referenced to NAD 83.
 DK7173
 DK7173. The following values were computed from the NAD 83(2011) position.
 DK7173
 DK7173;                    North         East     Units Scale Factor Converg.
 DK7173;SPC NJ       -   163,181.127   152,755.594   MT  0.99990009   +0 01 15.5
 DK7173;SPC NJ       -   535,370.08    501,165.64   sFT  0.99990009   +0 01 15.5
 DK7173;UTM  18      - 4,461,549.312   545,245.340   MT  0.99962520   +0 20 39.8
 DK7173
 DK7173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7173!SPC NJ       -   0.99999833  x   0.99990009  =   0.99989842
 DK7173!UTM  18      -   0.99999833  x   0.99962520  =   0.99962353
 DK7173
 DK7173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4524561549(NAD 83)
 DK7173
 DK7173                          SUPERSEDED SURVEY CONTROL
 DK7173
 DK7173  NAD 83(2011)-  40 18 11.61731(N)    074 28 03.30128(W) AD(2010.00) c
 DK7173  ELLIP H (06/??/19)   10.647  (m)                       GP(2010.00) c c
 DK7173  NAD 83(2011)-  40 18 11.61732(N)    074 28 03.30121(W) AD(2010.00) c
 DK7173  ELLIP H (08/??/11)   10.649  (m)                       GP(2010.00) c c
 DK7173  NAD 83(CORS)-  40 18 11.61749(N)    074 28 03.30184(W) AD(2002.00) c
 DK7173  ELLIP H (10/??/08)   10.652  (m)                       GP(2002.00) c c
 DK7173
 DK7173.Superseded values are not recommended for survey control.
 DK7173
 DK7173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7173.See file dsdata.pdf to determine how the superseded data were derived.
 DK7173
 DK7173_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK7173
 DK7173                          STATION DESCRIPTION
 DK7173
 DK7173'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK7173'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK7173'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK7173'AND LOG FILES ACCESSIBLE AT:
 DK7173'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3559 ***********************************************************************
 KV3559  DESIGNATION -  MONTANA BCN NJGS AWY BCN 66
 KV3559  PID         -  KV3559
 KV3559  STATE/COUNTY-  NJ/WARREN
 KV3559  COUNTRY     -  US
 KV3559  USGS QUAD   -  BELVIDERE (2019)
 KV3559
 KV3559                         *CURRENT SURVEY CONTROL
 KV3559  ______________________________________________________________________
 KV3559* NAD 83(1996) POSITION- 40 47 26.05800(N) 075 03 21.83901(W)   ADJUSTED
 KV3559  ______________________________________________________________________
 KV3559  GEOID HEIGHT    -        -33.575 (meters)                     GEOID18
 KV3559  LAPLACE CORR    -          4.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3559.GEOID18 height accuracy estimate available here.
 KV3559
 KV3559.Click photographs - Photos may exist for this station.
 KV3559
 KV3559.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3559
 KV3559. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9526915510(NAD 83)
 KV3559
 KV3559                          SUPERSEDED SURVEY CONTROL
 KV3559
 KV3559  NAD 83(1986)-  40 47 26.05657(N)    075 03 21.84080(W) AD(       ) 3
 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
 KV3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3559.See file dsdata.pdf to determine how the superseded data were derived.
 KV3559
 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 = JULY 24, 2026 22:12:30 EDT
 KV3560 ***********************************************************************
 KV3560  DESIGNATION -  MONTANA RESET
 KV3560  PID         -  KV3560
 KV3560  STATE/COUNTY-  NJ/WARREN
 KV3560  COUNTRY     -  US
 KV3560  USGS QUAD   -  BELVIDERE (2019)
 KV3560
 KV3560                         *CURRENT SURVEY CONTROL
 KV3560  ______________________________________________________________________
 KV3560* NAD 83(1996) POSITION- 40 45 52.84679(N) 075 03 35.50528(W)   ADJUSTED
 KV3560* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3560  ______________________________________________________________________
 KV3560  GEOID HEIGHT    -        -33.623 (meters)                     GEOID18
 KV3560  LAPLACE CORR    -          2.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3560.GEOID18 height accuracy estimate available here.
 KV3560
 KV3560.Click photographs - Photos may exist for this station.
 KV3560
 KV3560.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3560
 KV3560. The following values were computed from the NAD 83(1996) position.
 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 AZ MK                            306 54 50.9
 KV3560:SPC PA S     -  MONTANA AZ MK                            304 48 11.6
 KV3560:UTM  18      -  MONTANA AZ MK                            306 35 15.5
 KV3560
 KV3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9494712636(NAD 83)
 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  USSD        -  40 45 52.83400(N)    075 03 36.76500(W) AD(       ) 3
 KV3560
 KV3560.Superseded values are not recommended for survey control.
 KV3560
 KV3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3560.See file dsdata.pdf to determine how the superseded data were derived.
 KV3560
 KV3560_MARKER: DS = TRIANGULATION STATION DISK
 KV3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3560_STAMPING: MONTANA 1877 1942
 KV3560_MARK LOGO: CGS
 KV3560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3560+STABILITY: SURFACE MOTION
 KV3560
 KV3560  HISTORY     - Date     Condition        Report By
 KV3560  HISTORY     - 1877     MONUMENTED       COASUR
 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 SURVEY (CGS) 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 = JULY 24, 2026 22:12:30 EDT
 LY2908 ***********************************************************************
 LY2908  DESIGNATION -  MONTVALE 2
 LY2908  PID         -  LY2908
 LY2908  STATE/COUNTY-  NJ/BERGEN
 LY2908  COUNTRY     -  US
 LY2908  USGS QUAD   -  PARK RIDGE (2019)
 LY2908
 LY2908                         *CURRENT SURVEY CONTROL
 LY2908  ______________________________________________________________________
 LY2908* NAD 83(2011) POSITION- 41 02 57.63449(N) 074 03 58.36194(W)   ADJUSTED
 LY2908* NAD 83(2011) ELLIP HT-    76.384 (meters)        (06/27/12)   ADJUSTED
 LY2908* NAD 83(2011) EPOCH   -  2010.00
 LY2908* NAVD 88 ORTHO HEIGHT -   108.2   (meters)      355.    (feet) GPS OBS
 LY2908  ______________________________________________________________________
 LY2908  NAVD 88 orthometric height was determined with geoid model    GEOID90
 LY2908  GEOID HEIGHT    -        -32.070 (meters)                     GEOID90
 LY2908  GEOID HEIGHT    -        -31.785 (meters)                     GEOID18
 LY2908  NAD 83(2011) X  -  1,322,407.539 (meters)                     COMP
 LY2908  NAD 83(2011) Y  - -4,631,978.667 (meters)                     COMP
 LY2908  NAD 83(2011) Z  -  4,166,607.432 (meters)                     COMP
 LY2908  LAPLACE CORR    -          6.56  (seconds)                    DEFLEC18
 LY2908
 LY2908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY2908  Standards:
 LY2908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY2908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY2908  -------------------------------------------------------------------
 LY2908  NETWORK    0.70   1.27           0.29   0.28   0.65     -0.01723946
 LY2908  -------------------------------------------------------------------
 LY2908  Click here for local accuracies and other accuracy information.
 LY2908
 LY2908.The horizontal coordinates were established by GPS observations
 LY2908.and adjusted by the National Geodetic Survey in June 2012.
 LY2908
 LY2908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY2908.been affixed to the stable North American tectonic plate. See 
 LY2908.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY2908
 LY2908.The horizontal coordinates are valid at the epoch date displayed above
 LY2908.which is a decimal equivalence of Year/Month/Day.
 LY2908
 LY2908.The orthometric height was determined by GPS observations and a
 LY2908.high-resolution geoid model.
 LY2908
 LY2908.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2908.GEOID18 height accuracy estimate available here.
 LY2908
 LY2908.Click photographs - Photos may exist for this station.
 LY2908
 LY2908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2908
 LY2908.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2908
 LY2908.The ellipsoidal height was determined by GPS observations
 LY2908.and is referenced to NAD 83.
 LY2908
 LY2908. The following values were computed from the NAD 83(2011) position.
 LY2908
 LY2908;                    North         East     Units Scale Factor Converg.
 LY2908;SPC NJ       -   246,117.418   186,466.033   MT  0.99991636   +0 17 05.6
 LY2908;SPC NJ       -   807,470.23    611,763.98   sFT  0.99991636   +0 17 05.6
 LY2908;SPC NY E     -   246,117.418   186,466.033   MT  0.99991636   +0 17 05.6
 LY2908;SPC NY E     -   807,470.23    611,763.98   sFT  0.99991636   +0 17 05.6
 LY2908;UTM  18      - 4,544,654.589   578,474.919   MT  0.99967579   +0 36 47.7
 LY2908
 LY2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2908!SPC NJ       -   0.99998802  x   0.99991636  =   0.99990438
 LY2908!SPC NY E     -   0.99998802  x   0.99991636  =   0.99990438
 LY2908!UTM  18      -   0.99998802  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7847444654(NAD 83)
 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  NAD 83(2007)-  41 02 57.63460(N)    074 03 58.36287(W) AD(2002.00) 0
 LY2908  ELLIP H (02/10/07)   76.406  (m)                       GP(2002.00)    
 LY2908  ELLIP H (10/23/02)   76.408  (m)                       GP(       ) 4 1
 LY2908  NAD 83(1996)-  41 02 57.63466(N)    074 03 58.36369(W) AD(       ) 1
 LY2908  ELLIP H (05/14/99)   76.421  (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
 LY2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2908.See file dsdata.pdf to determine how the superseded data were derived.
 LY2908
 LY2908_MARKER: DD = SURVEY DISK
 LY2908_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY2908_SP_SET: SIDEWALK OF 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 - February 12, 2020
 LY2908
 LY2908  HISTORY     - Date     Condition        Report By
 LY2908  HISTORY     - 1991     MONUMENTED       NJDT
 LY2908  HISTORY     - 19920422 GOOD             NJGS
 LY2908  HISTORY     - 20020208 GOOD             GEOCAC
 LY2908  HISTORY     - 20200212 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.
 LY2908
 LY2908                          STATION RECOVERY (2002)
 LY2908
 LY2908'RECOVERY NOTE BY GEOCACHING 2002 (PSC)
 LY2908'RECOVERED IN GOOD CONDITION.
 LY2908
 LY2908                          STATION RECOVERY (2020)
 LY2908
 LY2908'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY2908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2529 ***********************************************************************
 LY2529  DESIGNATION -  MONUMENT 895 2
 LY2529  PID         -  LY2529
 LY2529  STATE/COUNTY-  NJ/BERGEN
 LY2529  COUNTRY     -  US
 LY2529  USGS QUAD   -  PARK RIDGE (2019)
 LY2529
 LY2529                         *CURRENT SURVEY CONTROL
 LY2529  ______________________________________________________________________
 LY2529* NAD 83(1996) POSITION- 41 02 30.89478(N) 074 00 22.54104(W)   ADJUSTED
 LY2529* NAVD 88 ORTHO HEIGHT -    87.    (meters)      285.    (feet) SCALED
 LY2529  ______________________________________________________________________
 LY2529  GEOID HEIGHT    -        -31.620 (meters)                     GEOID18
 LY2529  LAPLACE CORR    -          5.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2529.GEOID18 height accuracy estimate available here.
 LY2529
 LY2529.Click photographs - Photos may exist for this station.
 LY2529
 LY2529.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2529
 LY2529. The following values were computed from the NAD 83(1996) position.
 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       -  SWAN RESET                               331 29 01.7
 LY2529:SPC NY E     -  SWAN RESET                               331 29 01.7
 LY2529:UTM  18      -  SWAN RESET                               331 09 19.7
 LY2529
 LY2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8352243885(NAD 83)
 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 30.89549(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
 LY2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2529.See file dsdata.pdf to determine how the superseded data were derived.
 LY2529
 LY2529_MARKER: DB = BENCH MARK DISK
 LY2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2529_STAMPING: MONUMENT 895 2 NJGS 1964
 LY2529_MARK LOGO: CGS
 LY2529_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV4565 ***********************************************************************
 KV4565  DESIGNATION -  MONUMENT O USE 1931
 KV4565  PID         -  KV4565
 KV4565  STATE/COUNTY-  NJ/MIDDLESEX
 KV4565  COUNTRY     -  US
 KV4565  USGS QUAD   -  ARTHUR KILL (2019)
 KV4565
 KV4565                         *CURRENT SURVEY CONTROL
 KV4565  ______________________________________________________________________
 KV4565* NAD 83(1996) POSITION- 40 35 27.38008(N) 074 12 29.52034(W)   ADJUSTED
 KV4565* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4565  ______________________________________________________________________
 KV4565  GEOID HEIGHT    -        -32.396 (meters)                     GEOID18
 KV4565  LAPLACE CORR    -          5.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4565.GEOID18 height accuracy estimate available here.
 KV4565
 KV4565.Click photographs - Photos may exist for this station.
 KV4565
 KV4565.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4565
 KV4565. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000498  x   0.99990751  =   0.99991249
 KV4565!SPC NY L     -   1.00000498  x   1.00000508  =   1.00001006
 KV4565!UTM  18      -   1.00000498  x   0.99965526  =   0.99966023
 KV4565
 KV4565:                Primary Azimuth Mark                     Grid Az
 KV4565:SPC NJ       -  ROSSVILLE WBBR S RADIO MAST              173 46 55.7
 KV4565:SPC NY L     -  ROSSVILLE WBBR S RADIO MAST              174 06 29.4
 KV4565:UTM  18      -  ROSSVILLE WBBR S RADIO MAST              173 27 24.5
 KV4565
 KV4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6700193650(NAD 83)
 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
 KV4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4565.See file dsdata.pdf to determine how the superseded data were derived.
 KV4565
 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       USACE
 KV4565
 KV4565                          STATION DESCRIPTION
 KV4565
 KV4565'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4051 ***********************************************************************
 KV4051  DESIGNATION -  MOO
 KV4051  PID         -  KV4051
 KV4051  STATE/COUNTY-  NJ/BERGEN
 KV4051  COUNTRY     -  US
 KV4051  USGS QUAD   -  WEEHAWKEN (2016)
 KV4051
 KV4051                         *CURRENT SURVEY CONTROL
 KV4051  ______________________________________________________________________
 KV4051* NAD 83(1996) POSITION- 40 48 28.88836(N) 074 03 00.84599(W)   ADJUSTED
 KV4051* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4051  ______________________________________________________________________
 KV4051  GEOID HEIGHT    -        -31.919 (meters)                     GEOID18
 KV4051  LAPLACE CORR    -          7.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4051.GEOID18 height accuracy estimate available here.
 KV4051
 KV4051.Click photographs - Photos may exist for this station.
 KV4051
 KV4051.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4051
 KV4051. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4051:SPC NJ       -  SCHOOL 3                                 209 50 32.4
 KV4051:SPC NY L     -  SCHOOL 3                                 210 10 08.9
 KV4051:UTM  18      -  SCHOOL 3                                 209 30 56.0
 KV4051
 KV4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8010817880(NAD 83)
 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
 KV4051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4051.See file dsdata.pdf to determine how the superseded data were derived.
 KV4051
 KV4051_MARKER: I = METAL ROD
 KV4051
 KV4051  HISTORY     - Date     Condition        Report By
 KV4051  HISTORY     - 1914     MONUMENTED       CGS
 KV4051  HISTORY     - 1932     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 JU3016 ***********************************************************************
 JU3016  DESIGNATION -  MOORESTOWN
 JU3016  PID         -  JU3016
 JU3016  STATE/COUNTY-  NJ/BURLINGTON
 JU3016  COUNTRY     -  US
 JU3016  USGS QUAD   -  MOORESTOWN (2019)
 JU3016
 JU3016                         *CURRENT SURVEY CONTROL
 JU3016  ______________________________________________________________________
 JU3016* NAD 83(1996) POSITION- 39 58 06.60910(N) 074 55 57.62713(W)   ADJUSTED
 JU3016* NAVD 88 ORTHO HEIGHT -    33.    (meters)      108.    (feet) SCALED
 JU3016  ______________________________________________________________________
 JU3016  GEOID HEIGHT    -        -32.747 (meters)                     GEOID18
 JU3016  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3016.GEOID18 height accuracy estimate available here.
 JU3016
 JU3016.Click photographs - Photos may exist for this station.
 JU3016
 JU3016.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3016
 JU3016. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000002  x   0.99991681  =   0.99991683
 JU3016!SPC PA S     -   1.00000002  x   0.99999469  =   0.99999471
 JU3016!UTM  18      -   1.00000002  x   0.99960041  =   0.99960043
 JU3016
 JU3016:                Primary Azimuth Mark                     Grid Az
 JU3016:SPC NJ       -  MT HOLLY RESET                           073 11 26.0
 JU3016:SPC PA S     -  MT HOLLY RESET                           071 05 05.1
 JU3016:UTM  18      -  MT HOLLY RESET                           072 52 09.7
 JU3016
 JU3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0574924263(NAD 83)
 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
 JU3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3016.See file dsdata.pdf to determine how the superseded data were derived.
 JU3016
 JU3016_MARKER: DS = TRIANGULATION STATION DISK
 JU3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3016_STAMPING: MOORESTOWN 107.094 1933
 JU3016_MARK LOGO: CGS
 JU3016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3016+STABILITY: SURFACE MOTION
 JU3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3016+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2024
 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  HISTORY     - 20240812 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'
 JU3016
 JU3016                          STATION RECOVERY (2024)
 JU3016
 JU3016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (RR)
 JU3016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5337 ***********************************************************************
 KV5337  DESIGNATION -  MORGAN 2
 KV5337  PID         -  KV5337
 KV5337  STATE/COUNTY-  NJ/MIDDLESEX
 KV5337  COUNTRY     -  US
 KV5337  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5337
 KV5337                         *CURRENT SURVEY CONTROL
 KV5337  ______________________________________________________________________
 KV5337* NAD 83(1996) POSITION- 40 28 11.45306(N) 074 15 56.90267(W)   ADJUSTED
 KV5337* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5337  ______________________________________________________________________
 KV5337  GEOID HEIGHT    -        -32.463 (meters)                     GEOID18
 KV5337  LAPLACE CORR    -          3.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5337.GEOID18 height accuracy estimate available here.
 KV5337
 KV5337.Click photographs - Photos may exist for this station.
 KV5337
 KV5337.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5337
 KV5337. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6223980166(NAD 83)
 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  USBS        -  40 28 08.05000(N)    074 15 36.15000(W) AD(       ) 3
 KV5337  USSD        -  40 28 11.42400(N)    074 15 58.26000(W) AD(       ) 3
 KV5337
 KV5337.Superseded values are not recommended for survey control.
 KV5337
 KV5337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5337.See file dsdata.pdf to determine how the superseded data were derived.
 KV5337
 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 = JULY 24, 2026 22:12:30 EDT
 KV0634 ***********************************************************************
 KV0634  DESIGNATION -  MORRIS PLAINS
 KV0634  PID         -  KV0634
 KV0634  STATE/COUNTY-  NJ/MORRIS
 KV0634  COUNTRY     -  US
 KV0634  USGS QUAD   -  MORRISTOWN (2016)
 KV0634
 KV0634                         *CURRENT SURVEY CONTROL
 KV0634  ______________________________________________________________________
 KV0634* NAD 83(1986) POSITION- 40 49 29.63   (N) 074 28 49.93   (W)   HD_HELD1
 KV0634* NAVD 88 ORTHO HEIGHT -   121.354 (meters)      398.14  (feet) ADJUSTED
 KV0634  ______________________________________________________________________
 KV0634  GEOID HEIGHT    -        -32.793 (meters)                     GEOID18
 KV0634  DYNAMIC HEIGHT  -        121.301 (meters)      397.97  (feet) COMP
 KV0634  MODELED GRAVITY -    980,185.7   (mgal)                       NAVD 88
 KV0634
 KV0634  VERT ORDER      -  SECOND    CLASS II
 KV0634
 KV0634.The horizontal coordinates were determined by differentially corrected
 KV0634.hand held GPS observations or other comparable positioning techniques
 KV0634.and have an estimated accuracy of +/- 3 meters.
 KV0634
 KV0634.The orthometric height was determined by differential leveling and
 KV0634.adjusted by the NATIONAL GEODETIC SURVEY
 KV0634.in June 1991.
 KV0634
 KV0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0634.GEOID18 height accuracy estimate available here.
 KV0634
 KV0634.Click photographs - Photos may exist for this station.
 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       -   221,104.1     151,641.8     MT  (+/- 3 meters HH1 GPS) 
 KV0634
 KV0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4380319449(NAD 83)
 KV0634
 KV0634                          SUPERSEDED SURVEY CONTROL
 KV0634
 KV0634  NGVD 29 (11/26/84)  121.620  (m)          399.01   (f) ADJUSTED    2 0
 KV0634
 KV0634.Superseded values are not recommended for survey control.
 KV0634
 KV0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0634.See file dsdata.pdf to determine how the superseded data were derived.
 KV0634
 KV0634_MARKER: DB = BENCH MARK DISK
 KV0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0634_STAMPING: MORRIS PLAINS 1935
 KV0634_MARK LOGO: CGS
 KV0634_PROJECTION: PROJECTING 20 CENTIMETERS
 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 - March 10, 2012
 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  HISTORY     - 20070930 GOOD             GEOCAC
 KV0634  HISTORY     - 20120310 GOOD             NJGS
 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.
 KV0634
 KV0634                          STATION RECOVERY (2007)
 KV0634
 KV0634'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0634'RECOVERED IN GOOD CONDITION.
 KV0634
 KV0634                          STATION RECOVERY (2012)
 KV0634
 KV0634'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 KV0634'RECOVERED IN GOOD CONDITION.
 KV0634'
 KV0634'NOTE-THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF
 KV0634'BOONTON, 5.9 MI (9.5 KM) SOUTHEAST OF DOVER AND 1.9 MI (3.1 KM) NORTH
 KV0634'OF MORRISTOWN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0638 ***********************************************************************
 KV0638  DESIGNATION -  MORRISTOWN
 KV0638  PID         -  KV0638
 KV0638  STATE/COUNTY-  NJ/MORRIS
 KV0638  COUNTRY     -  US
 KV0638  USGS QUAD   -  MORRISTOWN (2016)
 KV0638
 KV0638                         *CURRENT SURVEY CONTROL
 KV0638  ______________________________________________________________________
 KV0638* NAD 83(1986) POSITION- 40 47 47.     (N) 074 28 28.     (W)   SCALED
 KV0638* NAVD 88 ORTHO HEIGHT -    99.490 (meters)      326.41  (feet) ADJUSTED
 KV0638  ______________________________________________________________________
 KV0638  GEOID HEIGHT    -        -32.843 (meters)                     GEOID18
 KV0638  DYNAMIC HEIGHT  -         99.446 (meters)      326.27  (feet) COMP
 KV0638  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 KV0638
 KV0638  VERT ORDER      -  SECOND    CLASS 0
 KV0638
 KV0638.The horizontal coordinates were scaled from a map and have
 KV0638.an estimated accuracy of +/- 6 seconds.
 KV0638
 KV0638.The orthometric height was determined by differential leveling and
 KV0638.adjusted by the NATIONAL GEODETIC SURVEY
 KV0638.in June 1991.
 KV0638
 KV0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0638.GEOID18 height accuracy estimate available here.
 KV0638
 KV0638.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL443162(NAD 83)
 KV0638
 KV0638                          SUPERSEDED SURVEY CONTROL
 KV0638
 KV0638  NGVD 29 (11/26/84)   99.768  (m)          327.32   (f) ADJUSTED    2 0
 KV0638
 KV0638.Superseded values are not recommended for survey control.
 KV0638
 KV0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0638.See file dsdata.pdf to determine how the superseded data were derived.
 KV0638
 KV0638_MARKER: DB = BENCH MARK DISK
 KV0638_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 DO5241 ***********************************************************************
 DO5241  DESIGNATION -  MORRISTOWN METHODIST CHURCH
 DO5241  PID         -  DO5241
 DO5241  STATE/COUNTY-  NJ/MORRIS
 DO5241  COUNTRY     -  US
 DO5241  USGS QUAD   -  MORRISTOWN (2016)
 DO5241
 DO5241                         *CURRENT SURVEY CONTROL
 DO5241  ______________________________________________________________________
 DO5241* NAD 83(1986) POSITION- 40 47 48.08   (N) 074 28 48.27   (W)   HD_HELD1
 DO5241* NAVD 88 ORTHO HEIGHT -   112.514 (meters)      369.14  (feet) ADJUSTED
 DO5241  ______________________________________________________________________
 DO5241  GEOID HEIGHT    -        -32.845 (meters)                     GEOID18
 DO5241  DYNAMIC HEIGHT  -        112.464 (meters)      368.98  (feet) COMP
 DO5241  MODELED GRAVITY -    980,186.7   (mgal)                       NAVD 88
 DO5241
 DO5241  VERT ORDER      -  SECOND    CLASS II
 DO5241
 DO5241.The horizontal coordinates were determined by differentially corrected
 DO5241.hand held GPS observations or other comparable positioning techniques
 DO5241.and have an estimated accuracy of +/- 3 meters.
 DO5241
 DO5241.The orthometric height was determined by differential leveling and
 DO5241.adjusted by the NATIONAL GEODETIC SURVEY
 DO5241.in April 2013.
 DO5241
 DO5241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5241.GEOID18 height accuracy estimate available here.
 DO5241
 DO5241.Click photographs - Photos may exist for this station.
 DO5241
 DO5241.The dynamic height is computed by dividing the NAVD 88
 DO5241.geopotential number by the normal gravity value computed on the
 DO5241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5241.degrees latitude (g = 980.6199 gals.).
 DO5241
 DO5241.The modeled gravity was interpolated from observed gravity values.
 DO5241
 DO5241;                    North         East    Units  Estimated Accuracy
 DO5241;SPC NJ       -   217,971.9     151,681.4     MT  (+/- 3 meters HH1 GPS) 
 DO5241
 DO5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4386016318(NAD 83)
 DO5241
 DO5241                          SUPERSEDED SURVEY CONTROL
 DO5241
 DO5241.No superseded survey control is available for this station.
 DO5241
 DO5241_MARKER: X = CHISELED CROSS
 DO5241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5241_SP_SET: STONE STEP
 DO5241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5241+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 DO5241
 DO5241  HISTORY     - Date     Condition        Report By
 DO5241  HISTORY     - 1916     MONUMENTED       NJGS
 DO5241  HISTORY     - 20120312 GOOD             NJGS
 DO5241
 DO5241                          STATION DESCRIPTION
 DO5241
 DO5241'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DO5241'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE EAST SIDE OF
 DO5241'SOUTH PARK PLACE, OPPOSITE AND ACROSS THE STREET FROM THE MORRISTOWN
 DO5241'GREENE, A LARGE AND HISTORIC MUNICIPAL PARK IN THE CENTER OF TOWN.
 DO5241'
 DO5241'THE STATION IS A CHISELED CROSS, SET FLUSH AT THE SOUTHWEST INNER
 DO5241'CORNER OF THE MIDDLE GRANITE STEP UNDER THE MAIN BELL TOWER, AT THE
 DO5241'NORTHEAST ENTRANCE LEADING TO THE MORRISTOWN UNITED METHODIST CHURCH.
 DO5241'
 DO5241'THE STATION IS 26.5 FT (8.1 M) SOUTHEAST FROM THE SOUTHEAST CURB OF
 DO5241'SOUTH PARK PLACE, 2.6 FT (0.8 M) SOUTHWEST FROM THE CENTER OF A SET OF
 DO5241'WOODEN DOUBLE DOORS LEADING INTO THE CHURCH, 28.2 FT (8.6 M) SOUTH
 DO5241'FROM A FIRE HYDRANT ON THE SOUTHEAST SIDE OF SOUTH PARK PLACE AND 35.4
 DO5241'FT (10.8 M) SOUTHWEST FROM THE CENTER OF A PAVED ENTRANCE DRIVE
 DO5241'LEADING TO A PARKING LOT IN THE REAR OF THE CHURCH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU4043 ***********************************************************************
 KU4043  DESIGNATION -  MORROW
 KU4043  PID         -  KU4043
 KU4043  STATE/COUNTY-  NJ/BERGEN
 KU4043  COUNTRY     -  US
 KU4043  USGS QUAD   -  YONKERS (2019)
 KU4043
 KU4043                         *CURRENT SURVEY CONTROL
 KU4043  ______________________________________________________________________
 KU4043* NAD 83(1996) POSITION- 40 54 26.60403(N) 073 58 58.01808(W)   ADJUSTED
 KU4043* NAVD 88 ORTHO HEIGHT -    20.    (meters)       66.    (feet) SCALED
 KU4043  ______________________________________________________________________
 KU4043  GEOID HEIGHT    -        -31.625 (meters)                     GEOID18
 KU4043  LAPLACE CORR    -          7.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4043.GEOID18 height accuracy estimate available here.
 KU4043
 KU4043.Click photographs - Photos may exist for this station.
 KU4043
 KU4043.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4043
 KU4043. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KU4043:SPC NJ       -  ENGLEWOOD                                110 40 52.0
 KU4043:SPC NY L     -  ENGLEWOOD                                111 00 30.8
 KU4043:UTM  18      -  ENGLEWOOD                                110 21 13.1
 KU4043
 KU4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8566928974(NAD 83)
 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
 KU4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4043.See file dsdata.pdf to determine how the superseded data were derived.
 KU4043
 KU4043_MARKER: DS = TRIANGULATION STATION DISK
 KU4043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU4043_SP_SET: SCHOOL BUILDING ROOF
 KU4043_STAMPING: MORROW 1933
 KU4043_MARK LOGO: CGS
 KU4043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV4917 ***********************************************************************
 KV4917  DESIGNATION -  MORTAR BATTERY USCA 1940
 KV4917  PID         -  KV4917
 KV4917  STATE/COUNTY-  NJ/MONMOUTH
 KV4917  COUNTRY     -  US
 KV4917  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4917
 KV4917                         *CURRENT SURVEY CONTROL
 KV4917  ______________________________________________________________________
 KV4917* NAD 83(1996) POSITION- 40 27 41.40343(N) 074 00 02.18760(W)   ADJUSTED
 KV4917* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV4917  ______________________________________________________________________
 KV4917  GEOID HEIGHT    -        -32.461 (meters)                     GEOID18
 KV4917  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4917.GEOID18 height accuracy estimate available here.
 KV4917
 KV4917.Click photographs - Photos may exist for this station.
 KV4917
 KV4917.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4917
 KV4917. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000452  x   0.99992207  =   0.99992659
 KV4917!UTM  18      -   1.00000452  x   0.99968837  =   0.99969288
 KV4917
 KV4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8473179460(NAD 83)
 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
 KV4917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4917.See file dsdata.pdf to determine how the superseded data were derived.
 KV4917
 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 = JULY 24, 2026 22:12:30 EDT
 DF7155 ***********************************************************************
 DF7155  DESIGNATION -  MOTOWN
 DF7155  PID         -  DF7155
 DF7155  STATE/COUNTY-  NJ/MORRIS
 DF7155  COUNTRY     -  US
 DF7155  USGS QUAD   -  MORRISTOWN (2016)
 DF7155
 DF7155                         *CURRENT SURVEY CONTROL
 DF7155  ______________________________________________________________________
 DF7155* NAD 83(2011) POSITION- 40 47 32.79063(N) 074 25 32.95769(W)   ADJUSTED
 DF7155* NAD 83(2011) ELLIP HT-    24.782 (meters)        (06/27/12)   ADJUSTED
 DF7155* NAD 83(2011) EPOCH   -  2010.00
 DF7155* NAVD 88 ORTHO HEIGHT -    57.603 (meters)      188.99  (feet) ADJUSTED
 DF7155  ______________________________________________________________________
 DF7155  GEOID HEIGHT    -        -32.812 (meters)                     GEOID18
 DF7155  NAD 83(2011) X  -  1,298,316.471 (meters)                     COMP
 DF7155  NAD 83(2011) Y  - -4,658,151.022 (meters)                     COMP
 DF7155  NAD 83(2011) Z  -  4,145,016.188 (meters)                     COMP
 DF7155  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 DF7155  DYNAMIC HEIGHT  -         57.578 (meters)      188.90  (feet) COMP
 DF7155  MODELED GRAVITY -    980,190.8   (mgal)                       NAVD 88
 DF7155
 DF7155  VERT ORDER      -  SECOND    CLASS II
 DF7155
 DF7155  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7155  Standards:
 DF7155         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7155            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7155  -------------------------------------------------------------------
 DF7155  NETWORK    0.41   0.94           0.19   0.14   0.48      0.06422026
 DF7155  -------------------------------------------------------------------
 DF7155  Click here for local accuracies and other accuracy information.
 DF7155
 DF7155.The horizontal coordinates were established by GPS observations
 DF7155.and adjusted by the National Geodetic Survey in June 2012.
 DF7155
 DF7155.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7155.been affixed to the stable North American tectonic plate. See 
 DF7155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7155
 DF7155.The horizontal coordinates are valid at the epoch date displayed above
 DF7155.which is a decimal equivalence of Year/Month/Day.
 DF7155
 DF7155.The orthometric height was determined by differential leveling and
 DF7155.adjusted by the NATIONAL GEODETIC SURVEY
 DF7155.in March 2005.
 DF7155
 DF7155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7155.GEOID18 height accuracy estimate available here.
 DF7155
 DF7155.Click photographs - Photos may exist for this station.
 DF7155
 DF7155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7155
 DF7155.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7155
 DF7155.The ellipsoidal height was determined by GPS observations
 DF7155.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DF7155
 DF7155;                    North         East     Units Scale Factor Converg.
 DF7155;SPC NJ       -   217,502.789   156,259.926   MT  0.99990048   +0 02 54.5
 DF7155;SPC NJ       -   713,590.40    512,662.77   sFT  0.99990048   +0 02 54.5
 DF7155;UTM  18      - 4,515,875.129   548,440.570   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  =   0.99962499
 DF7155
 DF7155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4844015875(NAD 83)
 DF7155
 DF7155                          SUPERSEDED SURVEY CONTROL
 DF7155
 DF7155  NAD 83(2007)-  40 47 32.79083(N)    074 25 32.95834(W) AD(2002.00) 0
 DF7155  ELLIP H (02/10/07)   24.790  (m)                       GP(2002.00)    
 DF7155  NAD 83(1996)-  40 47 32.79102(N)    074 25 32.95863(W) AD(       ) B
 DF7155  ELLIP H (06/06/05)   24.772  (m)                       GP(       ) 3 1
 DF7155  NAVD 88              57.60   (m)          189.0    (f) LEVELING    3  
 DF7155
 DF7155.Superseded values are not recommended for survey control.
 DF7155
 DF7155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7155.See file dsdata.pdf to determine how the superseded data were derived.
 DF7155
 DF7155_MARKER: F = FLANGE-ENCASED 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 23, 2025
 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  HISTORY     - 20091118 GOOD             ESPPA
 DF7155  HISTORY     - 20120312 GOOD             NJGS
 DF7155  HISTORY     - 20230208 GOOD             AAAS
 DF7155  HISTORY     - 20250423 GOOD             RAS
 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 24 AND COUNTY ROUTE 510, COLUMBIA ROAD.  THE STATION IS
 DF7155'ABOUT 0.1 MI WEST OF AIRPORT ROAD (THE ENTRANCE ROAD TO THE MORRISTOWN
 DF7155'MUNICIPAL AIRPORT (MMU)
 DF7155'
 DF7155'THE STATION IS SET ON THE NORTH SIDE OF COLUMBIA TURNPIKE (COUNTY ROAD
 DF7155'510), IN THE APPROXIMATE CENTER OF THE GRASS AREA FORMED BY COUNTY
 DF7155'ROAD 510 TO THE SOUTH, THE ENTRANE RAMP TO WESTBOUND STATE ROUTE 24 TO
 DF7155'THE EAST AND THE EXIT RAMP FROM WEST BOUND STATE ROUTE 24 LEADING TO
 DF7155'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 FOR 1.7 MI TO EXIT 2B (COUNTY ROAD 510) TOWARD
 DF7155'FLORHAM PARK, PASS UNDER ROUTE 24 TO THE TRAFFIC LIGHT LEADING TO THE
 DF7155'AIRPORT ON THE LEFT, TURN LEFT AND MAKE A U-TURN BACK TO WESTBOUND
 DF7155'COUNTY ROAD 510, GO ABOUT 0.1 MI TO THE STATION ON THE RIGHT.
 DF7155'
 DF7155'THE STATION IS 29.5 M NORTHEAST OF THE NORTHEAST CURB OF ROUTE 510,
 DF7155'16.9 M WEST SOUTHWEST OF THE SOUTHWEST CURB OF THE RAMP TO WEST BOUND
 DF7155'ROUTE 24, 18.5 M SOUTHEAST OF THE SOUTHEAST CURB OF THE RAMP FROM
 DF7155'WESTBOUND 24 ONTO ROUTE 510, 15.2 NORTH NORTHEAST OF THE CENTER OF AN
 DF7155'INLET, 26.0 M SOUTHWEST OF LIGHT POLE D3152, 44.4 M NORTHWEST OF LIGHT
 DF7155'POLE NUMBER D5183 ON THE NORTH SIDE COUNTY ROAD 510 NEAR THE NOSE OF
 DF7155'THE ISLAND, 25.9 M NORTH NORTHEAST OF LIGHT POLE D6184, 0.5 M SOUTH OF
 DF7155'A METAL WITNESS SIGN AND POST.
 DF7155
 DF7155                          STATION RECOVERY (2005)
 DF7155
 DF7155'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (ECB)
 DF7155'RECOVERED AS DESCRIBED.
 DF7155
 DF7155                          STATION RECOVERY (2009)
 DF7155
 DF7155'RECOVERY NOTE BY ENGINEERING SURVEYING 2009 (BRM)
 DF7155'RECOVERED AS DESCRIBED
 DF7155
 DF7155                          STATION RECOVERY (2012)
 DF7155
 DF7155'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DF7155'RECOVERED IN GOOD CONDITION.
 DF7155'
 DF7155'NOTE-THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF BOONTON,
 DF7155'4.2 MI (6.8 KM) NORTH-NORTHWEST OF CHATHAM AND 3.0 MI (4.8 KM) EAST OF
 DF7155'MORRISTOWN.
 DF7155
 DF7155                          STATION RECOVERY (2023)
 DF7155
 DF7155'RECOVERY NOTE BY ARORA AND ASSOCIATES 2023 (FAC)
 DF7155'RECOVERED IN GOOD CONDITION.
 DF7155
 DF7155                          STATION RECOVERY (2025)
 DF7155
 DF7155'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 DF7155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3009 ***********************************************************************
 JU3009  DESIGNATION -  MT HOLLY COLE HOSIERY MILL STK
 JU3009  PID         -  JU3009
 JU3009  STATE/COUNTY-  NJ/BURLINGTON
 JU3009  COUNTRY     -  US
 JU3009  USGS QUAD   -  MOUNT HOLLY (2019)
 JU3009
 JU3009                         *CURRENT SURVEY CONTROL
 JU3009  ______________________________________________________________________
 JU3009* NAD 83(1996) POSITION- 39 59 19.02256(N) 074 48 02.20523(W)   ADJUSTED
 JU3009  ______________________________________________________________________
 JU3009  GEOID HEIGHT    -        -32.656 (meters)                     GEOID18
 JU3009  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3009.GEOID18 height accuracy estimate available here.
 JU3009
 JU3009.Click photographs - Photos may exist for this station.
 JU3009
 JU3009.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3009
 JU3009. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1702226512(NAD 83)
 JU3009
 JU3009                          SUPERSEDED SURVEY CONTROL
 JU3009
 JU3009  NAD 83(1986)-  39 59 19.01751(N)    074 48 02.20525(W) AD(       ) 3
 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
 JU3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3009.See file dsdata.pdf to determine how the superseded data were derived.
 JU3009
 JU3009_MARKER: 63 = STACK
 JU3009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3009+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007
 JU3009
 JU3009  HISTORY     - Date     Condition        Report By
 JU3009  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3009  HISTORY     - 1947     GOOD             CGS
 JU3009  HISTORY     - 20060501 GOOD             GEOCAC
 JU3009  HISTORY     - 20071025 GOOD             UE
 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.
 JU3009
 JU3009                          STATION RECOVERY (2007)
 JU3009
 JU3009'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3010 ***********************************************************************
 JU3010  DESIGNATION -  MT HOLLY FIRST ME CHURCH SPIRE
 JU3010  PID         -  JU3010
 JU3010  STATE/COUNTY-  NJ/BURLINGTON
 JU3010  COUNTRY     -  US
 JU3010  USGS QUAD   -  MOUNT HOLLY (2019)
 JU3010
 JU3010                         *CURRENT SURVEY CONTROL
 JU3010  ______________________________________________________________________
 JU3010* NAD 83(1996) POSITION- 39 59 41.60980(N) 074 47 12.50110(W)   ADJUSTED
 JU3010  ______________________________________________________________________
 JU3010  GEOID HEIGHT    -        -32.647 (meters)                     GEOID18
 JU3010  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3010.GEOID18 height accuracy estimate available here.
 JU3010
 JU3010.Click photographs - Photos may exist for this station.
 JU3010
 JU3010.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3010
 JU3010. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1819927212(NAD 83)
 JU3010
 JU3010                          SUPERSEDED SURVEY CONTROL
 JU3010
 JU3010  NAD 83(1986)-  39 59 41.60541(N)    074 47 12.50107(W) AD(       ) 3
 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
 JU3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3010.See file dsdata.pdf to determine how the superseded data were derived.
 JU3010
 JU3010_MARKER: 90 = CHURCH SPIRE
 JU3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3010+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007
 JU3010
 JU3010  HISTORY     - Date     Condition        Report By
 JU3010  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3010  HISTORY     - 1947     GOOD             CGS
 JU3010  HISTORY     - 20060501 GOOD             GEOCAC
 JU3010  HISTORY     - 20071025 GOOD             UE
 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.
 JU3010
 JU3010                          STATION RECOVERY (2007)
 JU3010
 JU3010'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5675 ***********************************************************************
 KV5675  DESIGNATION -  MT HOLLY RESET
 KV5675  PID         -  KV5675
 KV5675  STATE/COUNTY-  NJ/BURLINGTON
 KV5675  COUNTRY     -  US
 KV5675  USGS QUAD   -  BRISTOL (2019)
 KV5675
 KV5675                         *CURRENT SURVEY CONTROL
 KV5675  ______________________________________________________________________
 KV5675* NAD 83(1996) POSITION- 40 00 09.11051(N) 074 47 18.07421(W)   ADJUSTED
 KV5675* NAVD 88 ORTHO HEIGHT -    54.8   (meters)      180.    (feet) VERTCON3
 KV5675  ______________________________________________________________________
 KV5675  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 KV5675  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5675.GEOID18 height accuracy estimate available here.
 KV5675
 KV5675.Click photographs - Photos may exist for this station.
 KV5675
 KV5675.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5675
 KV5675. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999652  x   0.99990746  =   0.99990398
 KV5675!SPC PA S     -   0.99999652  x   0.99998990  =   0.99998642
 KV5675!UTM  18      -   0.99999652  x   0.99960402  =   0.99960054
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1806528059(NAD 83)
 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  USBS        -  40 00 06.12000(N)    074 46 59.70000(W) AD(       ) 3
 KV5675  USSD        -  40 00 09.10500(N)    074 47 19.35200(W) AD(       ) 3
 KV5675  NGVD 29 (07/19/86)   55.3    (m)          181.     (f) VERT ANG       
 KV5675
 KV5675.Superseded values are not recommended for survey control.
 KV5675
 KV5675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5675.See file dsdata.pdf to determine how the superseded data were derived.
 KV5675
 KV5675_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5675_STAMPING: MOUNT HOLLY 1837 1976
 KV5675_MARK LOGO: NGS
 KV5675_PROJECTION: FLUSH
 KV5675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5675+STABILITY: SURFACE MOTION
 KV5675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5675+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2020
 KV5675
 KV5675  HISTORY     - Date     Condition        Report By
 KV5675  HISTORY     - 1837     MONUMENTED       COASUR
 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  HISTORY     - 20071025 GOOD             UE
 KV5675  HISTORY     - 20131114 GOOD             INDIV
 KV5675  HISTORY     - 20200908 GOOD             NJGS
 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.
 KV5675
 KV5675                          STATION RECOVERY (2007)
 KV5675
 KV5675'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV5675'RECOVERED IN GOOD CONDITION.
 KV5675
 KV5675                          STATION RECOVERY (2013)
 KV5675
 KV5675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 KV5675'RECOVERED THE STATION AND REFERENCE MARK 2 IN GOOD CONDITION.
 KV5675'REFERENCE MARK 1 WAS FOUND IN FAIR CONDITION. RM 1 IS SCRATCHED AND
 KV5675'DIFFICULT TO READ BUT STILL LEGIBLE.
 KV5675
 KV5675                          STATION RECOVERY (2020)
 KV5675
 KV5675'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV5675'RECOVERED IN GOOD CONDITION, RM'S 1 AND 2 ALSO RECOVERED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5803 ***********************************************************************
 KV5803  DESIGNATION -  MT HOREB RESET
 KV5803  PID         -  KV5803
 KV5803  STATE/COUNTY-  NJ/SOMERSET
 KV5803  COUNTRY     -  US
 KV5803  USGS QUAD   -  BOUND BROOK (2019)
 KV5803
 KV5803                         *CURRENT SURVEY CONTROL
 KV5803  ______________________________________________________________________
 KV5803* NAD 83(1996) POSITION- 40 36 42.11514(N) 074 34 14.91452(W)   ADJUSTED
 KV5803* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 KV5803  ______________________________________________________________________
 KV5803  GEOID HEIGHT    -        -33.195 (meters)                     GEOID18
 KV5803  LAPLACE CORR    -          4.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5803.GEOID18 height accuracy estimate available here.
 KV5803
 KV5803.Click photographs - Photos may exist for this station.
 KV5803
 KV5803.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5803
 KV5803. The following values were computed from the NAD 83(1996) position.
 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       -   0.99997701  x   0.99990044  =   0.99987746
 KV5803!UTM  18      -   0.99997701  x   0.99961622  =   0.99959324
 KV5803
 KV5803:                Primary Azimuth Mark                     Grid Az
 KV5803:SPC NJ       -  PROSPECT RESET                           317 14 52.2
 KV5803:UTM  18      -  PROSPECT RESET                           316 55 20.5
 KV5803
 KV5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3630695741(NAD 83)
 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 3171206.3 |
 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  USSD        -  40 36 42.11700(N)    074 34 16.23400(W) AD(       ) 3
 KV5803
 KV5803.Superseded values are not recommended for survey control.
 KV5803
 KV5803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5803.See file dsdata.pdf to determine how the superseded data were derived.
 KV5803
 KV5803_MARKER: X = CHISELED CROSS
 KV5803_SETTING: 0 = UNSPECIFIED SETTING
 KV5803
 KV5803  HISTORY     - Date     Condition        Report By
 KV5803  HISTORY     - 1877     MONUMENTED       COASUR
 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 SURVEY (CGS) 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 = JULY 24, 2026 22:12:30 EDT
 KV5787 ***********************************************************************
 KV5787  DESIGNATION -  MT KEMBLE RESET
 KV5787  PID         -  KV5787
 KV5787  STATE/COUNTY-  NJ/MORRIS
 KV5787  COUNTRY     -  US
 KV5787  USGS QUAD   -  MENDHAM (2019)
 KV5787
 KV5787                         *CURRENT SURVEY CONTROL
 KV5787  ______________________________________________________________________
 KV5787* NAD 83(1996) POSITION- 40 45 59.51566(N) 074 31 14.80256(W)   ADJUSTED
 KV5787* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 KV5787  ______________________________________________________________________
 KV5787  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KV5787  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5787.GEOID18 height accuracy estimate available here.
 KV5787
 KV5787.Click photographs - Photos may exist for this station.
 KV5787
 KV5787.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5787
 KV5787. The following values were computed from the NAD 83(1996) position.
 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       -   0.99997133  x   0.99990004  =   0.99987137
 KV5787!UTM  18      -   0.99997133  x   0.99962013  =   0.99959147
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4044512950(NAD 83)
 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
 KV5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5787.See file dsdata.pdf to determine how the superseded data were derived.
 KV5787
 KV5787_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU3020 ***********************************************************************
 JU3020  DESIGNATION -  MT LAUREL
 JU3020  PID         -  JU3020
 JU3020  STATE/COUNTY-  NJ/BURLINGTON
 JU3020  COUNTRY     -  US
 JU3020  USGS QUAD   -  MOORESTOWN (2019)
 JU3020
 JU3020                         *CURRENT SURVEY CONTROL
 JU3020  ______________________________________________________________________
 JU3020* NAD 83(1996) POSITION- 39 56 03.55370(N) 074 53 37.93426(W)   ADJUSTED
 JU3020* NAVD 88 ORTHO HEIGHT -    50.    (meters)      164.    (feet) SCALED
 JU3020  ______________________________________________________________________
 JU3020  GEOID HEIGHT    -        -32.715 (meters)                     GEOID18
 JU3020  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3020.GEOID18 height accuracy estimate available here.
 JU3020
 JU3020.Click photographs - Photos may exist for this station.
 JU3020
 JU3020.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3020
 JU3020. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999736  x   0.99991395  =   0.99991132
 JU3020!SPC PA S     -   0.99999736  x   0.99999985  =   0.99999721
 JU3020!UTM  18      -   0.99999736  x   0.99960101  =   0.99959838
 JU3020
 JU3020:                Primary Azimuth Mark                     Grid Az
 JU3020:SPC NJ       -  MT HOLLY RESET                           050 11 00.9
 JU3020:SPC PA S     -  MT HOLLY RESET                           048 04 39.8
 JU3020:UTM  18      -  MT HOLLY RESET                           049 51 45.4
 JU3020
 JU3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0906720472(NAD 83)
 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
 JU3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3020.See file dsdata.pdf to determine how the superseded data were derived.
 JU3020
 JU3020_MARKER: DS = TRIANGULATION STATION DISK
 JU3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3020_STAMPING: MT LAUREL 1935
 JU3020_MARK LOGO: CGS
 JU3020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3020+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4950 ***********************************************************************
 KV4950  DESIGNATION -  MT MITCHELL 4
 KV4950  PID         -  KV4950
 KV4950  STATE/COUNTY-  NJ/MONMOUTH
 KV4950  COUNTRY     -  US
 KV4950  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV4950
 KV4950                         *CURRENT SURVEY CONTROL
 KV4950  ______________________________________________________________________
 KV4950* NAD 83(1996) POSITION- 40 24 30.53646(N) 074 00 26.35097(W)   ADJUSTED
 KV4950* NAVD 88 ORTHO HEIGHT -    79.875 (meters)      262.06  (feet) ADJUSTED
 KV4950  ______________________________________________________________________
 KV4950  GEOID HEIGHT    -        -32.531 (meters)                     GEOID18
 KV4950  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 KV4950  DYNAMIC HEIGHT  -         79.840 (meters)      261.94  (feet) COMP
 KV4950  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 KV4950
 KV4950  HORZ ORDER      -  FIRST
 KV4950  VERT ORDER      -  FIRST     CLASS II
 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 determined by differential leveling and
 KV4950.adjusted by the NATIONAL GEODETIC SURVEY
 KV4950.in July 2020.
 KV4950
 KV4950.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4950.GEOID18 height accuracy estimate available here.
 KV4950
 KV4950.Click photographs - Photos may exist for this station.
 KV4950
 KV4950.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4950
 KV4950.The dynamic height is computed by dividing the NAVD 88
 KV4950.geopotential number by the normal gravity value computed on the
 KV4950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV4950.degrees latitude (g = 980.6199 gals.).
 KV4950
 KV4950.The modeled gravity was interpolated from observed gravity values.
 KV4950
 KV4950. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999257  x   0.99992152  =   0.99991409
 KV4950!UTM  18      -   0.99999257  x   0.99968733  =   0.99967991
 KV4950
 KV4950:                Primary Azimuth Mark                     Grid Az
 KV4950:SPC NJ       -  HIGHLANDS NORTH RADAR DOME               149 07 10.8
 KV4950:UTM  18      -  HIGHLANDS NORTH RADAR DOME               148 47 43.9
 KV4950
 KV4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8422873569(NAD 83)
 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 1492620.6 |
 KV4950| KV4951 LEONARDO HORSFORD TANK              APPROX. 4.7 KM 2561018.1 |
 KV4950| KV4989 CHAPEL HILL ATT MICRO TOWER         APPROX. 3.1 KM 2591400.1 |
 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
 KV4950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4950.See file dsdata.pdf to determine how the superseded data were derived.
 KV4950
 KV4950_MARKER: DS = TRIANGULATION STATION DISK
 KV4950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4950_STAMPING: MT MITCHELL 4 1932
 KV4950_MARK LOGO: CGS
 KV4950_PROJECTION: PROJECTING 30 CENTIMETERS
 KV4950_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4950+STABILITY: SURFACE MOTION
 KV4950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4950+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 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  HISTORY     - 20180925 GOOD             NJGS
 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.
 KV4950
 KV4950                          STATION RECOVERY (2018)
 KV4950
 KV4950'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 KV4950'THE STATION IS ABOUT 13.0 MI (20.9 KM) NORTH OF ASBURY PARK, 10.3 MI
 KV4950'(16.6 KM) EAST OF KEYPORT AND 7.3 MI (11.7 KM) NORTH OF LONG BRANCH,
 KV4950'IN THE BOROUGH OF ATLANTIC HIGHLANDS.
 KV4950'
 KV4950'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND
 KV4950'ORCHARD AVENUE (COUNTY ROUTE 8), GO 0.1 MI (0.2 KM) NORTH ON ORCHARD
 KV4950'AVENUE, TO THE JUNCTION WITH OCEAN BOULEVARD.  TURN LEFT AND GO 0.25
 KV4950'MI (0.40 KM) NORTHWEST TO THE PROPERTY (351 OCEAN AVENUE) AND THE
 KV4950'STATION IN THE BACKYARD.
 KV4950'
 KV4950'THE STATION IS 85 FT (25.9 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER
 KV4950'OF A THREE CAR GARAGE, 48.5 FT (14.8 M) EAST OF THE CORNER OF A LARGE
 KV4950'CONCRETE RETAINING WALL, 24.25 FT (7.4 M) NORTH-NORTHWEST OF THE
 KV4950'CENTERLINE OF A PAVED DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB5372 ***********************************************************************
 CB5372  DESIGNATION -  MT MITCHELL 4 RM 1
 CB5372  PID         -  CB5372
 CB5372  STATE/COUNTY-  NJ/MONMOUTH
 CB5372  COUNTRY     -  US
 CB5372  USGS QUAD   -  SANDY HOOK WEST (2019)
 CB5372
 CB5372                         *CURRENT SURVEY CONTROL
 CB5372  ______________________________________________________________________
 CB5372* NAD 83(1986) POSITION- 40 24 30.57   (N) 074 00 28.48   (W)   HD_HELD1
 CB5372* NAVD 88 ORTHO HEIGHT -    71.497 (meters)      234.57  (feet) ADJUSTED
 CB5372  ______________________________________________________________________
 CB5372  GEOID HEIGHT    -        -32.530 (meters)                     GEOID18
 CB5372  DYNAMIC HEIGHT  -         71.466 (meters)      234.47  (feet) COMP
 CB5372  MODELED GRAVITY -    980,194.2   (mgal)                       NAVD 88
 CB5372
 CB5372  VERT ORDER      -  FIRST     CLASS II
 CB5372
 CB5372.The horizontal coordinates were determined by differentially corrected
 CB5372.hand held GPS observations or other comparable positioning techniques
 CB5372.and have an estimated accuracy of +/- 3 meters.
 CB5372
 CB5372.The orthometric height was determined by differential leveling and
 CB5372.adjusted by the NATIONAL GEODETIC SURVEY
 CB5372.in July 2020.
 CB5372
 CB5372.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB5372.GEOID18 height accuracy estimate available here.
 CB5372
 CB5372.Click photographs - Photos may exist for this station.
 CB5372
 CB5372.The dynamic height is computed by dividing the NAVD 88
 CB5372.geopotential number by the normal gravity value computed on the
 CB5372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB5372.degrees latitude (g = 980.6199 gals.).
 CB5372
 CB5372.The modeled gravity was interpolated from observed gravity values.
 CB5372
 CB5372;                    North         East    Units  Estimated Accuracy
 CB5372;SPC NJ       -   174,984.5     191,765.8     MT  (+/- 3 meters HH1 GPS) 
 CB5372
 CB5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8417873569(NAD 83)
 CB5372
 CB5372                          SUPERSEDED SURVEY CONTROL
 CB5372
 CB5372.No superseded survey control is available for this station.
 CB5372
 CB5372_MARKER: DR = REFERENCE MARK DISK
 CB5372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB5372_STAMPING: MT MITCHELL 4 NO 1 1932
 CB5372_MARK LOGO: CGS
 CB5372_PROJECTION: FLUSH
 CB5372_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB5372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB5372+STABILITY: SURFACE MOTION
 CB5372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB5372+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 CB5372
 CB5372  HISTORY     - Date     Condition        Report By
 CB5372  HISTORY     - 1932     MONUMENTED       CGS
 CB5372  HISTORY     - 20180925 GOOD             NJGS
 CB5372
 CB5372                          STATION DESCRIPTION
 CB5372
 CB5372'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 CB5372'THE STATION IS ABOUT 13.0 MI (20.9 KM) NORTH OF ASBURY PARK, 10.3 MI
 CB5372'(16.6 KM) EAST OF KEYPORT AND 7.3 MI (11.7 KM) NORTH OF LONG BRANCH,
 CB5372'IN THE BOROUGH OF ATLANTIC HIGHLANDS.
 CB5372'
 CB5372'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND
 CB5372'ORCHARD AVENUE (COUNTY ROUTE 8), GO 0.1 MI (0.2 KM) NORTH ON ORCHARD
 CB5372'AVENUE, TO THE JUNCTION WITH OCEAN BOULEVARD.  TURN LEFT AND GO 0.45
 CB5372'MI (0.72 KM) ON OCEAN BOULEVARD TO CEDAR PLACE.  TURN LEFT AND GO 200
 CB5372'FT (61.0 M) TO THE JUNCTION WITH EAST HIGHLAND AVENUE.  TURN LEFT AND
 CB5372'GO 0.15 MI (0.24 KM) EAST-SOUTHEAST ON EAST HIGHLAND AVENUE TO THE
 CB5372'STATION ON THE LEFT.  THE STATION WILL BE IN THE BACKYARD OF NUMBER
 CB5372'300 EAST HIGHLAND AVENUE.
 CB5372'
 CB5372'THE STATION IS 43.75 FT (13.3 M) SOUTH-SOUTHEAST OF A WOODEN
 CB5372'FENCE/PROPERTY LINE, 38.25 FT (11.7 M) EAST OF THE NORTHEAST CORNER OF
 CB5372'RESIDENCE 300 OCEAN BOULEVARD, 28 FT (8.5 M) WEST-NORTHWEST OF THE
 CB5372'NORTHWEST CORNER OF RESIDENCE 302 OCEAN BOULEVARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB5374 ***********************************************************************
 CB5374  DESIGNATION -  MT MITCHELL 4 RM 3
 CB5374  PID         -  CB5374
 CB5374  STATE/COUNTY-  NJ/MONMOUTH
 CB5374  COUNTRY     -  US
 CB5374  USGS QUAD   -  SANDY HOOK WEST (2019)
 CB5374
 CB5374                         *CURRENT SURVEY CONTROL
 CB5374  ______________________________________________________________________
 CB5374* NAD 83(1986) POSITION- 40 24 32.22   (N) 074 00 27.59   (W)   HD_HELD1
 CB5374* NAVD 88 ORTHO HEIGHT -    69.368 (meters)      227.58  (feet) ADJUSTED
 CB5374  ______________________________________________________________________
 CB5374  GEOID HEIGHT    -        -32.530 (meters)                     GEOID18
 CB5374  DYNAMIC HEIGHT  -         69.339 (meters)      227.49  (feet) COMP
 CB5374  MODELED GRAVITY -    980,194.3   (mgal)                       NAVD 88
 CB5374
 CB5374  VERT ORDER      -  FIRST     CLASS II
 CB5374
 CB5374.The horizontal coordinates were determined by differentially corrected
 CB5374.hand held GPS observations or other comparable positioning techniques
 CB5374.and have an estimated accuracy of +/- 3 meters.
 CB5374
 CB5374.The orthometric height was determined by differential leveling and
 CB5374.adjusted by the NATIONAL GEODETIC SURVEY
 CB5374.in July 2020.
 CB5374
 CB5374.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB5374.GEOID18 height accuracy estimate available here.
 CB5374
 CB5374.Click photographs - Photos may exist for this station.
 CB5374
 CB5374.The dynamic height is computed by dividing the NAVD 88
 CB5374.geopotential number by the normal gravity value computed on the
 CB5374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB5374.degrees latitude (g = 980.6199 gals.).
 CB5374
 CB5374.The modeled gravity was interpolated from observed gravity values.
 CB5374
 CB5374;                    North         East    Units  Estimated Accuracy
 CB5374;SPC NJ       -   175,035.5     191,786.5     MT  (+/- 3 meters HH1 GPS) 
 CB5374
 CB5374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8419873620(NAD 83)
 CB5374
 CB5374                          SUPERSEDED SURVEY CONTROL
 CB5374
 CB5374.No superseded survey control is available for this station.
 CB5374
 CB5374_MARKER: DR = REFERENCE MARK DISK
 CB5374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB5374_STAMPING: MT MITCHELL 4 NO 1 1932
 CB5374_MARK LOGO: CGS
 CB5374_PROJECTION: FLUSH
 CB5374_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB5374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB5374+STABILITY: SURFACE MOTION
 CB5374
 CB5374  HISTORY     - Date     Condition        Report By
 CB5374  HISTORY     - 1932     MONUMENTED       CGS
 CB5374  HISTORY     - 20180925 GOOD             NJGS
 CB5374
 CB5374                          STATION DESCRIPTION
 CB5374
 CB5374'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 CB5374'THE STATION IS ABOUT 13.0 MI (20.9 KM) NORTH OF ASBURY PARK, 10.3 MI
 CB5374'(16.6 KM) EAST OF KEYPORT AND 7.3 MI (11.7 KM) NORTH OF LONG BRANCH,
 CB5374'IN THE BOROUGH OF ATLANTIC HIGHLANDS.
 CB5374'
 CB5374'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 AND
 CB5374'ORCHARD AVENUE (COUNTY ROUTE 8), GO 0.1 MI (0.2 KM) NORTH ON ORCHARD
 CB5374'AVENUE, TO THE JUNCTION WITH OCEAN BOULEVARD.  TURN LEFT AND GO 0.3 MI
 CB5374'(0.5 KM) ON OCEAN BOULEVARD.
 CB5374'
 CB5374'THE STATION IS ON THE LEFT IN THE YARD OF NUMBER 345 OCEAN BOULEVARD.
 CB5374'
 CB5374'THE STATION IS 92.5 FT (28.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF A
 CB5374'PAVED DRIVEWAY, 56 FT (17.1 M) EAST OF THE NORTHEAST CORNER OF
 CB5374'RESIDENCE 345 OCEAN BOULEVARD, 33.8 FT (10.3 M) SOUTH-SOUTHWEST OF THE
 CB5374'CENTERLINE OF OCEAN BOULEVARD, 31.8 FT (9.7 M) WEST-SOUTHWEST OF A
 CB5374'POWER LINE POLE JC596AH, AT THE TIME IT WAS FOUND IT WAS COVERED WITH
 CB5374'MOSS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5306 ***********************************************************************
 DR5306  DESIGNATION -  MT MITCHILL OVERLOOK
 DR5306  PID         -  DR5306
 DR5306  STATE/COUNTY-  NJ/MONMOUTH
 DR5306  COUNTRY     -  US
 DR5306  USGS QUAD   -  SANDY HOOK WEST (2019)
 DR5306
 DR5306                         *CURRENT SURVEY CONTROL
 DR5306  ______________________________________________________________________
 DR5306* NAD 83(1986) POSITION- 40 24 26.66   (N) 074 00 14.61   (W)   HD_HELD1
 DR5306* NAVD 88 ORTHO HEIGHT -    70.579 (meters)      231.56  (feet) ADJUSTED
 DR5306  ______________________________________________________________________
 DR5306  GEOID HEIGHT    -        -32.538 (meters)                     GEOID18
 DR5306  DYNAMIC HEIGHT  -         70.548 (meters)      231.46  (feet) COMP
 DR5306  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 DR5306
 DR5306  VERT ORDER      -  FIRST     CLASS II
 DR5306
 DR5306.The horizontal coordinates were determined by differentially corrected
 DR5306.hand held GPS observations or other comparable positioning techniques
 DR5306.and have an estimated accuracy of +/- 3 meters.
 DR5306
 DR5306.The orthometric height was determined by differential leveling and
 DR5306.adjusted by the NATIONAL GEODETIC SURVEY
 DR5306.in July 2020.
 DR5306
 DR5306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5306.GEOID18 height accuracy estimate available here.
 DR5306
 DR5306.Click photographs - Photos may exist for this station.
 DR5306
 DR5306.The dynamic height is computed by dividing the NAVD 88
 DR5306.geopotential number by the normal gravity value computed on the
 DR5306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5306.degrees latitude (g = 980.6199 gals.).
 DR5306
 DR5306.The modeled gravity was interpolated from observed gravity values.
 DR5306
 DR5306;                    North         East    Units  Estimated Accuracy
 DR5306;SPC NJ       -   174,865.7     192,093.5     MT  (+/- 3 meters HH1 GPS) 
 DR5306
 DR5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8450673452(NAD 83)
 DR5306
 DR5306                          SUPERSEDED SURVEY CONTROL
 DR5306
 DR5306.No superseded survey control is available for this station.
 DR5306
 DR5306_MARKER: DD = SURVEY DISK
 DR5306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR5306_STAMPING: MT. MITCHILL OVERLOOK 2018
 DR5306_MARK LOGO: NJGS
 DR5306_PROJECTION: RECESSED 3 CENTIMETERS
 DR5306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR5306+STABILITY: SURFACE MOTION
 DR5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5306+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2025
 DR5306
 DR5306  HISTORY     - Date     Condition        Report By
 DR5306  HISTORY     - 20180925 MONUMENTED       NJGS
 DR5306  HISTORY     - 20200825 GOOD             NJGS
 DR5306  HISTORY     - 20250822 GOOD             NJGS
 DR5306
 DR5306                          STATION DESCRIPTION
 DR5306
 DR5306'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5306'THE MARK IS LOCATED ABOUT 12.9 MI (20.8 KM) NORTH OF ASBURY PARK, 10.5
 DR5306'MI (16.9 KM) EAST OF KEYPORT AND 7.1 MI (11.4 KM) NORTH OF LONG
 DR5306'BRANCH, IN THE ATLANTIC HIGHLANDS.
 DR5306'
 DR5306'THE MARK IS LOCATED IN THE ATLANTIC HIGHLANDS MOUNT MITCHILL SCENIC
 DR5306'OVERLOOK PARK IN THE GRASS AREA AT THE CUL-DE-SAC TURNAROUND NEAR THE
 DR5306'EAST END OF THE PARKING AREA.
 DR5306'
 DR5306'TO REACH THE STATION FROM THE INTERSECTION OF THE NORTH BOUND LANES OF
 DR5306'NEW JERSEY STATE ROUTE 36 AND ORCHARD AVENUE.  TURN RIGHT ON ORCHARD
 DR5306'AVENUE AND GO 0.05 MI (0.08 KM) NORTH TO OCEAN BOULEVARD.  TURN LEFT
 DR5306'ON OCEAN BOULEVARD AND GO ABOUT 0.15 MI (0.24 KM) WEST-NORTHWEST TO
 DR5306'THE ENTRANCE TO THE PARK ON THE RIGHT.  TURN RIGHT AND PROCEED TO THE
 DR5306'CUL-DE-SAC TURNAROUND NEAR THE EAST END OF THE PARKING AREA AND THE
 DR5306'STATION ON THE RIGHT.
 DR5306'
 DR5306'THE STATION IS 12.4 FT (3.8 M) SOUTH OF THE SOUTH CURB OF THE PARKING
 DR5306'LOT ROAD, 12.8 FT (3.9 M) WEST OF THE WEST CURB OF THE CUL-DE-SAC, 13
 DR5306'FT (4.0 M) EAST OF THE EAST END OF THE METAL FENCE, 33.1 FT (10.1 M)
 DR5306'EAST OF A LIGHT POLE, 45.9 FT (14.0 M) NORTH-NORTHWEST OF A LIGHT
 DR5306'POLE.
 DR5306
 DR5306                          STATION RECOVERY (2020)
 DR5306
 DR5306'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DR5306'RECOVERED IN GOOD CONDITION.
 DR5306
 DR5306                          STATION RECOVERY (2025)
 DR5306
 DR5306'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MS)
 DR5306'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5789 ***********************************************************************
 KV5789  DESIGNATION -  MT OLIVE RESET
 KV5789  PID         -  KV5789
 KV5789  STATE/COUNTY-  NJ/MORRIS
 KV5789  COUNTRY     -  US
 KV5789  USGS QUAD   -  CHESTER (2019)
 KV5789
 KV5789                         *CURRENT SURVEY CONTROL
 KV5789  ______________________________________________________________________
 KV5789* NAD 83(2011) POSITION- 40 52 02.55243(N) 074 42 51.01668(W)   ADJUSTED
 KV5789* NAD 83(2011) ELLIP HT-   334.346 (meters)        (06/27/12)   ADJUSTED
 KV5789* NAD 83(2011) EPOCH   -  2010.00
 KV5789* NAVD 88 ORTHO HEIGHT -   367.3   (meters)     1205.    (feet) GPS OBS
 KV5789  ______________________________________________________________________
 KV5789  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5789  GEOID HEIGHT    -        -33.230 (meters)                     GEOID93
 KV5789  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 KV5789  NAD 83(2011) X  -  1,273,484.632 (meters)                     COMP
 KV5789  NAD 83(2011) Y  - -4,659,603.562 (meters)                     COMP
 KV5789  NAD 83(2011) Z  -  4,151,515.220 (meters)                     COMP
 KV5789  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 KV5789
 KV5789  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5789  Standards:
 KV5789         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5789            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5789  -------------------------------------------------------------------
 KV5789  NETWORK    0.54   1.10           0.24   0.20   0.56      0.04846267
 KV5789  -------------------------------------------------------------------
 KV5789  Click here for local accuracies and other accuracy information.
 KV5789
 KV5789.The horizontal coordinates were established by GPS observations
 KV5789.and adjusted by the National Geodetic Survey in June 2012.
 KV5789
 KV5789.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5789.been affixed to the stable North American tectonic plate. See 
 KV5789.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5789
 KV5789.The horizontal coordinates are valid at the epoch date displayed above
 KV5789.which is a decimal equivalence of Year/Month/Day.
 KV5789
 KV5789.The orthometric height was determined by GPS observations and a
 KV5789.high-resolution geoid model.
 KV5789
 KV5789.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5789.GEOID18 height accuracy estimate available here.
 KV5789
 KV5789.Click photographs - Photos may exist for this station.
 KV5789
 KV5789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5789
 KV5789.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5789
 KV5789.The ellipsoidal height was determined by GPS observations
 KV5789.and is referenced to NAD 83.
 KV5789
 KV5789. The following values were computed from the NAD 83(2011) position.
 KV5789
 KV5789;                    North         East     Units Scale Factor Converg.
 KV5789;SPC NJ       -   225,842.836   131,946.387   MT  0.99990401   -0 08 24.5
 KV5789;SPC NJ       -   740,952.70    432,894.10   sFT  0.99990401   -0 08 24.5
 KV5789;UTM  18      - 4,524,073.985   524,086.766   MT  0.99960714   +0 11 13.3
 KV5789
 KV5789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5789!SPC NJ       -   0.99994756  x   0.99990401  =   0.99985157
 KV5789!UTM  18      -   0.99994756  x   0.99960714  =   0.99955472
 KV5789
 KV5789:                Primary Azimuth Mark                     Grid Az
 KV5789:SPC NJ       -  MT OLIVE AZ MK                           317 42 28.0
 KV5789:UTM  18      -  MT OLIVE AZ MK                           317 22 50.2
 KV5789
 KV5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2408624073(NAD 83)
 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 3151230.8 |
 KV5789| CB5376 MT OLIVE AZ MK                                     3173403.5 |
 KV5789|---------------------------------------------------------------------|
 KV5789
 KV5789                          SUPERSEDED SURVEY CONTROL
 KV5789
 KV5789  NAD 83(2007)-  40 52 02.55262(N)    074 42 51.01764(W) AD(2002.00) 0
 KV5789  ELLIP H (02/10/07)  334.359  (m)                       GP(2002.00)    
 KV5789  ELLIP H (10/23/02)  334.355  (m)                       GP(       ) 4 1
 KV5789  NAD 83(1996)-  40 52 02.55268(N)    074 42 51.01795(W) AD(       ) 1
 KV5789  ELLIP H (05/14/99)  334.349  (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  USSD        -  40 52 02.55300(N)    074 42 52.33700(W) AD(       ) 3
 KV5789  NGVD 29 (07/19/86)  367.3    (m)         1205.     (f) VERT ANG       
 KV5789
 KV5789.Superseded values are not recommended for survey control.
 KV5789
 KV5789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5789.See file dsdata.pdf to determine how the superseded data were derived.
 KV5789
 KV5789_MARKER: DS = TRIANGULATION STATION DISK
 KV5789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV5502 ***********************************************************************
 KV5502  DESIGNATION -  MT ROSE RESET
 KV5502  PID         -  KV5502
 KV5502  STATE/COUNTY-  NJ/MERCER
 KV5502  COUNTRY     -  US
 KV5502  USGS QUAD   -  PRINCETON (2019)
 KV5502
 KV5502                         *CURRENT SURVEY CONTROL
 KV5502  ______________________________________________________________________
 KV5502* NAD 83(1996) POSITION- 40 22 03.42008(N) 074 43 24.47012(W)   ADJUSTED
 KV5502* NAVD 88 ORTHO HEIGHT -   127.4   (meters)      418.    (feet) VERTCON3
 KV5502  ______________________________________________________________________
 KV5502  GEOID HEIGHT    -        -33.475 (meters)                     GEOID18
 KV5502  LAPLACE CORR    -          4.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5502.GEOID18 height accuracy estimate available here.
 KV5502
 KV5502.Click photographs - Photos may exist for this station.
 KV5502
 KV5502.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5502
 KV5502. The following values were computed from the NAD 83(1996) position.
 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       -   0.99998527  x   0.99990443  =   0.99988970
 KV5502!SPC PA S     -   0.99998527  x   0.99996055  =   0.99994582
 KV5502!UTM  18      -   0.99998527  x   0.99960679  =   0.99959206
 KV5502
 KV5502:                Primary Azimuth Mark                     Grid Az
 KV5502:SPC NJ       -  MT ROSE AZ MK                            265 33 52.1
 KV5502:SPC PA S     -  MT ROSE AZ MK                            263 27 22.2
 KV5502:UTM  18      -  MT ROSE AZ MK                            265 14 26.3
 KV5502
 KV5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2347768597(NAD 83)
 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 0864406.5 |
 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 1525006.1 |
 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                                      2652511.1 |
 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  USBS        -  40 22 00.56000(N)    074 43 06.14000(W) AD(       ) 3
 KV5502  USSD        -  40 22 03.41000(N)    074 43 25.76900(W) AD(       ) 3
 KV5502  NGVD 29 (07/19/86)  127.7    (m)          419.     (f) VERT ANG       
 KV5502
 KV5502.Superseded values are not recommended for survey control.
 KV5502
 KV5502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5502.See file dsdata.pdf to determine how the superseded data were derived.
 KV5502
 KV5502_MARKER: DS = TRIANGULATION STATION DISK
 KV5502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5502_MARK LOGO: CGS
 KV5502_PROJECTION: RECESSED 41 CENTIMETERS
 KV5502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5502+STABILITY: SURFACE MOTION
 KV5502
 KV5502  HISTORY     - Date     Condition        Report By
 KV5502  HISTORY     - 1868     MONUMENTED       COASUR
 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 SURVEY (CGS) 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 = JULY 24, 2026 22:12:30 EDT
 KV6248 ***********************************************************************
 KV6248  DESIGNATION -  MT VERNON AZ MK 2
 KV6248  PID         -  KV6248
 KV6248  STATE/COUNTY-  NJ/UNION
 KV6248  COUNTRY     -  US
 KV6248  USGS QUAD   -  CHATHAM (2019)
 KV6248
 KV6248                         *CURRENT SURVEY CONTROL
 KV6248  ______________________________________________________________________
 KV6248* NAD 83(1996) POSITION- 40 41 42.30038(N) 074 24 09.71652(W)   NO CHECK
 KV6248* NAVD 88 ORTHO HEIGHT -    72.    (meters)      236.    (feet) SCALED
 KV6248  ______________________________________________________________________
 KV6248  GEOID HEIGHT    -        -32.850 (meters)                     GEOID18
 KV6248  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 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
 KV6248.No horizontal observational check was made to the station.
 KV6248
 KV6248.The orthometric height was scaled from a topographic map.
 KV6248
 KV6248.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6248.GEOID18 height accuracy estimate available here.
 KV6248
 KV6248.Click photographs - Photos may exist for this station.
 KV6248
 KV6248.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6248
 KV6248. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999382  x   0.99990083  =   0.99989465
 KV6248!UTM  18      -   0.99999382  x   0.99963135  =   0.99962517
 KV6248
 KV6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5046405080(NAD 83)
 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
 KV6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6248.See file dsdata.pdf to determine how the superseded data were derived.
 KV6248
 KV6248_MARKER: DZ = AZIMUTH MARK DISK
 KV6248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6248_STAMPING: MT VERNON 1935 NO 2 1984
 KV6248_MARK LOGO: NGS
 KV6248_PROJECTION: RECESSED 21 CENTIMETERS
 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  HISTORY     - 20070325 GOOD             GEOCAC
 KV6248  HISTORY     - 20220624 MARK NOT FOUND   AAAS
 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.
 KV6248
 KV6248                          STATION RECOVERY (2007)
 KV6248
 KV6248'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV6248'RECOVERED AS DESCRIBED.  THIS STATION IS IN NEW PROVIDENCE, UNION
 KV6248'COUNTY, NOT IN MORRIS COUNTY.
 KV6248
 KV6248                          STATION RECOVERY (2022)
 KV6248
 KV6248'RECOVERY NOTE BY ARORA AND ASSOCIATES 2022 (FAC)
 KV6248'THE STATION WAS NOT RECOVERED AFTER A QUARTER HOUR SEARCH BY A ONE MAN
 KV6248'PARTY.  A NEW SUBDIVISION AND ROADWAY IMPROVEMENTS HAVE BEEN
 KV6248'CONSTRUCTED SINCE THE LAST RECOVERY.  GNSS RTN OBSERVATIONS CONFIRM
 KV6248'THAT THE MARK IS LOCATED WITHIN THE PAVED SURFACE OF WESTERLY AVENUE.
 KV6248'
 KV6248'THE STATION IS CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4898 ***********************************************************************
 KV4898  DESIGNATION -  MT VERNON RESET
 KV4898  PID         -  KV4898
 KV4898  STATE/COUNTY-  NJ/MORRIS
 KV4898  COUNTRY     -  US
 KV4898  USGS QUAD   -  CHATHAM (2019)
 KV4898
 KV4898                         *CURRENT SURVEY CONTROL
 KV4898  ______________________________________________________________________
 KV4898* NAD 83(1996) POSITION- 40 42 59.23248(N) 074 24 37.24986(W)   ADJUSTED
 KV4898* NAVD 88 ORTHO HEIGHT -   146.    (meters)      479.    (feet) SCALED
 KV4898  ______________________________________________________________________
 KV4898  GEOID HEIGHT    -        -32.855 (meters)                     GEOID18
 KV4898  LAPLACE CORR    -          3.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4898.GEOID18 height accuracy estimate available here.
 KV4898
 KV4898.Click photographs - Photos may exist for this station.
 KV4898
 KV4898.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4898
 KV4898. The following values were computed from the NAD 83(1996) position.
 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       -   0.99998230  x   0.99990071  =   0.99988301
 KV4898!UTM  18      -   0.99998230  x   0.99963053  =   0.99961284
 KV4898
 KV4898:                Primary Azimuth Mark                     Grid Az
 KV4898:SPC NJ       -  MT VERNON AZ MK 2                        164 42 13.2
 KV4898:UTM  18      -  MT VERNON AZ MK 2                        164 22 39.0
 KV4898
 KV4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4980207448(NAD 83)
 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
 KV4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4898.See file dsdata.pdf to determine how the superseded data were derived.
 KV4898
 KV4898_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV4898_SETTING: 7 = SET IN TOP OF 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.  THE STATION SUB-SURFACE MARK
 KV4898'WAS THE ONLY DISK FOUND IN GOOD CONDITION. A NEW STATION SURFACE MARK
 KV4898'WAS SET OVER THE OLD SUB-SURFACE DISK ALONG WITH TWO NEW REFERENCE
 KV4898'MARKS AND A NEW AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION OF THIS
 KV4898'STATION FOLLOWS.
 KV4898'
 KV4898'THE STATION IS LOCATED ABOUT 17.75 KM (11.0 MI) WEST OF ELIZABETH,
 KV4898'3.25 KM (2.0 MI) SOUTHWEST OF SUMMIT, 1.5 KM (1.0 MI) NORTHWEST OF NEW
 KV4898'PROVIDENCE AND ON A LONG NORTHEAST -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 THE
 KV4898'NORTH SIDE OF THE PASSAIC RIVER. BEAR RIGHT AND GO NORTHEAST ON RIVER
 KV4898'ROAD FOR 0.8 KM (0.5 MI.) TO A SIDE ROAD LEFT. TURN LEFT AND GO
 KV4898'NORTHWEST ON SOUTHERN BOULEVARD FOR 0.25 KM. (0.15 MI.) TO A FIVE WAY
 KV4898'JUNCTION AT THE CHATHAM TOWNSHIP BUILDING. TURN LEFT AND GO SOUTHWEST
 KV4898'ON FAIRMONT AVENUE FOR 0.55 KM. (0.35 MI.) TO A SIDE ROAD LEFT. TURN
 KV4898'LEFT AND GO SOUTHEAST ON RAMAPO TRAIL FOR 0.1 KM. ( 0.05 MI.) TO AN
 KV4898'OFFSET CROSSROADS. JOG LEFT AND GO SOUTH EAST THEN SOUTHWEST ACROSS
 KV4898'TOP OF RIDGE ON HURON DRIVE FOR 0.4 KM. (0.25 ) TO THE STATION ON THE
 KV4898'LEFT.
 KV4898'
 KV4898'THE STATION IS A STANDARD NGS DISK STAMPED ---MT VERNON 1935 1984---,
 KV4898'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE,
 KV4898'LOCATED 19.3 METERS (63.2 FT) WEST FROM THE WEST CORNER OF A HOUSE
 KV4898'NUMBERED 37, 22.4 METERS (73.5 FT) NORTH FROM THE NORTH CORNER OF A
 KV4898'HOUSE NUMBERED 43, 6.3 METERS (20.6 FT) NORTHEAST FROM THE CENTER OF A
 KV4898'DRIVE TO THE HOUSE NUMBERED 43, 6.2 METERS (20.5 FT) SOUTHEAST FROM
 KV4898'THE HURON DRIVE AND 1.8 METERS (5.9 FT) EAST FROM A POWER POLE JC 902.
 KV4898'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 KV4898'---MT VERNON 1935---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9
 KV4898'METERS BELOW THE SURFACE.
 KV4898'
 KV4898'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED
 KV4898'---MT VERNON 1935 NO 3 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 KV4898'MONUMENT 36 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 31.2 METERS
 KV4898'(102.4 FT) SOUTHEAST FROM THE EAST CORNER OF A HOUSE NUMBERED 40, 18.4
 KV4898'METERS (60.3 FT) NORTHWEST FROM THE NORTH CORNER OF A HOUSE NUMBERED
 KV4898'37, 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.  MARK IS
 KV4898'0.3 METERS BELOW THE STATION.
 KV4898'
 KV4898'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK STAMPED
 KV4898'---MT VERNON 1935 NO 4 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 KV4898'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 31.2 METERS
 KV4898'(102.5 FT) WEST FROM THE WEST CORNER OF HOUSE NUMBER 37, 21.6 METERS
 KV4898'(71.0 FT) SOUTH FROM THE SOUTH CORNER OF NUMBER 40, 20.5 METERS
 KV4898'(67.1 FT) EAST FROM THE EAST CORNER OF NUMBER 37 AND 4.9 METERS
 KV4898'(16.0 FT) NORTHWEST FROM THE CENTER OF HURON DRIVE.  MARK IS LEVEL
 KV4898'WITH THE STATION.
 KV4898'
 KV4898'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED
 KV4898'---MT VERNON 1935 NO 2 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 KV4898'MONUMENT RECESSED 21 CM BELOW GROUND.  LOCATED 40.8 METERS (133.8 FT)
 KV4898'EAST FROM THE NORTHEAST EDGE OF THE MURRAY HILL RAILROAD DEPOT, 24.3
 KV4898'METERS (79.8 FT) EAST FROM THE CENTER OF FOLEY PLACE, 22.9 METERS
 KV4898'(75.1 FT) SOUTH-SOUTHEAST FROM THE SOUTH RAIL OF A RAILWAY DOUBLE
 KV4898'TRACK AND 4.7 METERS (15.5 FT) SOUTH FROM THE CENTER OF WESTERN
 KV4898'AVENUE.
 KV4898'
 KV4898'TO REACH THE AZIMUTH FROM THE STATION, 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.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI)
 KV4898'ON WESTERN AVENUE TO MARK ON THE LEFT UNDER A 30 CM SQUARE METAL BOX.
 KV4898'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 KV4898'---MT VERNON 1935 NO 2 1984---, SET INTO AN IRREGULAR MASS OF CONCRETE
 KV4898'0.98 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 = JULY 24, 2026 22:12:30 EDT
 LY2630 ***********************************************************************
 LY2630  DESIGNATION -  MUD
 LY2630  PID         -  LY2630
 LY2630  STATE/COUNTY-  NJ/SUSSEX
 LY2630  COUNTRY     -  US
 LY2630  USGS QUAD   -  FLATBROOKVILLE (2019)
 LY2630
 LY2630                         *CURRENT SURVEY CONTROL
 LY2630  ______________________________________________________________________
 LY2630* NAD 83(1996) POSITION- 41 06 59.38179(N) 074 53 08.20706(W)   ADJUSTED
 LY2630* NAVD 88 ORTHO HEIGHT -   489.    (meters)     1604.    (feet) SCALED
 LY2630  ______________________________________________________________________
 LY2630  GEOID HEIGHT    -        -32.730 (meters)                     GEOID18
 LY2630  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2630.GEOID18 height accuracy estimate available here.
 LY2630
 LY2630.Click photographs - Photos may exist for this station.
 LY2630
 LY2630.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2630
 LY2630. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 LY2630:SPC NJ       -  DRY MEADOW FIRE TOWER                    335 42 14.3
 LY2630:SPC PA S     -  DRY MEADOW FIRE TOWER                    333 35 31.2
 LY2630:UTM  18      -  DRY MEADOW FIRE TOWER                    335 22 30.6
 LY2630
 LY2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0960351695(NAD 83)
 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
 LY2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2630.See file dsdata.pdf to determine how the superseded data were derived.
 LY2630
 LY2630_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2630_SETTING: 66 = SET IN ROCK OUTCROP
 LY2630_STAMPING: MUD
 LY2630_MARK LOGO: NJDCED
 LY2630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2630+STABILITY: POSITION/ELEVATION WELL
 LY2630
 LY2630  HISTORY     - Date     Condition        Report By
 LY2630  HISTORY     - 1937     MONUMENTED       CGS
 LY2630  HISTORY     - 1940     GOOD             CGS
 LY2630  HISTORY     - 20061227 POOR             INDIV
 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.
 LY2630
 LY2630                          STATION RECOVERY (2006)
 LY2630
 LY2630'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 LY2630'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN POOR CONDITION AND
 LY2630'REFERENCE MARK 2 WAS RECOVERED IN FAIR CONDITION.  ALTHOUGH ALL THREE
 LY2630'MARKS WERE DESCRIBED AS DISKS IN THE 1937 MONUMENTATION NOTE AND THE
 LY2630'1940 RECOVERY NOTE, THE STATION AND REFERENCE MARK 1 APPEAR TO HAVE
 LY2630'BEEN DAMAGED TO THE POINT WHERE ONLY THEIR CENTERS REMAIN.  THEY
 LY2630'RESEMBLE BOLTS MORE THAN BROKEN DISKS.  REFERENCE MARK 2 IS STILL
 LY2630'MARKED BY A DISK, ALTHOUGH IT IS DAMAGED, WITH A CRACK RUNNING THROUGH
 LY2630'ITS UPPER LEFT QUADRANT.  ALL THREE MARKS ARE SECURELY SET INTO THE
 LY2630'ROCK LEDGE.
 LY2630'
 LY2630'THE SITE IS MOST EASILY REACHED VIA THE APPALACHIAN TRAIL, BEGINNING
 LY2630'FROM THE CRATER LAKE PARKING AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4129 ***********************************************************************
 KV4129  DESIGNATION -  MUD
 KV4129  PID         -  KV4129
 KV4129  STATE/COUNTY-  NJ/HUDSON
 KV4129  COUNTRY     -  US
 KV4129  USGS QUAD   -  WEEHAWKEN (2016)
 KV4129
 KV4129                         *CURRENT SURVEY CONTROL
 KV4129  ______________________________________________________________________
 KV4129* NAD 83(1996) POSITION- 40 45 03.58366(N) 074 05 33.65144(W)   ADJUSTED
 KV4129* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4129  ______________________________________________________________________
 KV4129  GEOID HEIGHT    -        -32.082 (meters)                     GEOID18
 KV4129  LAPLACE CORR    -          6.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4129.GEOID18 height accuracy estimate available here.
 KV4129
 KV4129.Click photographs - Photos may exist for this station.
 KV4129
 KV4129.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4129
 KV4129. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000493  x   0.99991456  =   0.99991949
 KV4129!SPC NY L     -   1.00000493  x   0.99999639  =   1.00000132
 KV4129!UTM  18      -   1.00000493  x   0.99967221  =   0.99967714
 KV4129
 KV4129:                Primary Azimuth Mark                     Grid Az
 KV4129:SPC NJ       -  JERSEY CITY GAS ELEC W CHIMNEY           108 34 12.2
 KV4129:SPC NY L     -  JERSEY CITY GAS ELEC W CHIMNEY           108 53 47.6
 KV4129:UTM  18      -  JERSEY CITY GAS ELEC W CHIMNEY           108 14 37.1
 KV4129
 KV4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7659311511(NAD 83)
 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  USSD        -  40 45 03.60900(N)    074 05 35.03500(W) AD(       ) 3
 KV4129
 KV4129.Superseded values are not recommended for survey control.
 KV4129
 KV4129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4129.See file dsdata.pdf to determine how the superseded data were derived.
 KV4129
 KV4129_MARKER: DS = TRIANGULATION STATION DISK
 KV4129_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4129_MARK LOGO: CGS
 KV4129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 JU2743 ***********************************************************************
 JU2743  DESIGNATION -  MULLICA
 JU2743  PID         -  JU2743
 JU2743  STATE/COUNTY-  NJ/BURLINGTON
 JU2743  COUNTRY     -  US
 JU2743  USGS QUAD   -  NEW GRETNA (2019)
 JU2743
 JU2743                         *CURRENT SURVEY CONTROL
 JU2743  ______________________________________________________________________
 JU2743* NAD 83(1996) POSITION- 39 33 26.07740(N) 074 27 41.49605(W)   ADJUSTED
 JU2743* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2743  ______________________________________________________________________
 JU2743  GEOID HEIGHT    -        -33.549 (meters)                     GEOID18
 JU2743  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2743.GEOID18 height accuracy estimate available here.
 JU2743
 JU2743.Click photographs - Photos may exist for this station.
 JU2743
 JU2743.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2743
 JU2743. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000517  x   0.99990013  =   0.99990530
 JU2743!UTM  18      -   1.00000517  x   0.99962635  =   0.99963152
 JU2743
 JU2743:                Primary Azimuth Mark                     Grid Az
 JU2743:SPC NJ       -  TUCKERTON RADIO TOWER                    088 48 44.9
 JU2743:UTM  18      -  TUCKERTON RADIO TOWER                    088 29 38.5
 JU2743
 JU2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4625978755(NAD 83)
 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
 JU2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2743.See file dsdata.pdf to determine how the superseded data were derived.
 JU2743
 JU2743_MARKER: DS = TRIANGULATION STATION DISK
 JU2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2743_STAMPING: MULLICA 1935
 JU2743_MARK LOGO: CGS
 JU2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2743+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2742 ***********************************************************************
 JU2742  DESIGNATION -  MULLICA 2
 JU2742  PID         -  JU2742
 JU2742  STATE/COUNTY-  NJ/BURLINGTON
 JU2742  COUNTRY     -  US
 JU2742  USGS QUAD   -  NEW GRETNA (2019)
 JU2742
 JU2742                         *CURRENT SURVEY CONTROL
 JU2742  ______________________________________________________________________
 JU2742* NAD 83(1996) POSITION- 39 33 28.59553(N) 074 27 49.61460(W)   ADJUSTED
 JU2742* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2742  ______________________________________________________________________
 JU2742  GEOID HEIGHT    -        -33.545 (meters)                     GEOID18
 JU2742  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2742.GEOID18 height accuracy estimate available here.
 JU2742
 JU2742.Click photographs - Photos may exist for this station.
 JU2742
 JU2742.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2742
 JU2742. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000517  x   0.99990012  =   0.99990529
 JU2742!UTM  18      -   1.00000517  x   0.99962613  =   0.99963129
 JU2742
 JU2742:                Primary Azimuth Mark                     Grid Az
 JU2742:SPC NJ       -  TUCKERTON RADIO TOWER                    089 23 50.6
 JU2742:UTM  18      -  TUCKERTON RADIO TOWER                    089 04 44.2
 JU2742
 JU2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4606578832(NAD 83)
 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
 JU2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2742.See file dsdata.pdf to determine how the superseded data were derived.
 JU2742
 JU2742_MARKER: DS = TRIANGULATION STATION DISK
 JU2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2742_STAMPING: MULLICA 2 1953
 JU2742_MARK LOGO: CGS
 JU2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2742+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU3233 ***********************************************************************
 JU3233  DESIGNATION -  MULLICA HILL HOLY NAME CHURCH
 JU3233  PID         -  JU3233
 JU3233  STATE/COUNTY-  NJ/GLOUCESTER
 JU3233  COUNTRY     -  US
 JU3233  USGS QUAD   -  PITMAN WEST (2019)
 JU3233
 JU3233                         *CURRENT SURVEY CONTROL
 JU3233  ______________________________________________________________________
 JU3233* NAD 83(1996) POSITION- 39 44 28.00666(N) 075 13 20.21197(W)   ADJUSTED
 JU3233  ______________________________________________________________________
 JU3233  GEOID HEIGHT    -        -33.118 (meters)                     GEOID18
 JU3233  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3233.GEOID18 height accuracy estimate available here.
 JU3233
 JU3233.Click photographs - Photos may exist for this station.
 JU3233
 JU3233.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3233
 JU3233. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8095499047(NAD 83)
 JU3233
 JU3233                          SUPERSEDED SURVEY CONTROL
 JU3233
 JU3233  NAD 83(1991)-  39 44 28.00576(N)    075 13 20.21218(W) AD(       ) 3
 JU3233  NAD 83(1986)-  39 44 28.00013(N)    075 13 20.21695(W) AD(       ) 3
 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
 JU3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3233.See file dsdata.pdf to determine how the superseded data were derived.
 JU3233
 JU3233_MARKER: 91 = CHURCH CROSS
 JU3233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3233+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 JU3233
 JU3233  HISTORY     - Date     Condition        Report By
 JU3233  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3233  HISTORY     - 19981114 GOOD             USPSQD
 JU3233  HISTORY     - 20051108 GOOD             GEOCAC
 JU3233  HISTORY     - 20070523 GOOD             UE
 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.
 JU3233
 JU3233                          STATION RECOVERY (2007)
 JU3233
 JU3233'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5492 ***********************************************************************
 KV5492  DESIGNATION -  MUS
 KV5492  PID         -  KV5492
 KV5492  STATE/COUNTY-  NJ/SOMERSET
 KV5492  COUNTRY     -  US
 KV5492  USGS QUAD   -  MONMOUTH JUNCTION (2016)
 KV5492
 KV5492                         *CURRENT SURVEY CONTROL
 KV5492  ______________________________________________________________________
 KV5492* NAD 83(1996) POSITION- 40 29 42.94409(N) 074 33 03.39888(W)   ADJUSTED
 KV5492* NAVD 88 ORTHO HEIGHT -    37.    (meters)      121.    (feet) SCALED
 KV5492  ______________________________________________________________________
 KV5492  GEOID HEIGHT    -        -33.198 (meters)                     GEOID18
 KV5492  LAPLACE CORR    -          5.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5492.GEOID18 height accuracy estimate available here.
 KV5492
 KV5492.Click photographs - Photos may exist for this station.
 KV5492
 KV5492.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5492
 KV5492. The following values were computed from the NAD 83(1996) position.
 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 52.5
 KV5492:UTM  18      -  MUS AZ MK                                179 40 23.6
 KV5492
 KV5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3805282825(NAD 83)
 KV5492
 KV5492|---------------------------------------------------------------------|
 KV5492| PID    Reference Object                     Distance      Geod. Az  |
 KV5492|                                                           dddmmss.s |
 KV5492| CB5388 MUS AZ MK                                          1795753.4 |
 KV5492| KV5813 AIRWAY BEACON 69                    APPROX.19.2 KM 3011704.4 |
 KV5492| KV5819 AIRWAY BEACON 68                    APPROX.24.6 KM 3020504.5 |
 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
 KV5492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5492.See file dsdata.pdf to determine how the superseded data were derived.
 KV5492
 KV5492_MARKER: DS = TRIANGULATION STATION DISK
 KV5492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5492_STAMPING: MUS 1933
 KV5492_MARK LOGO: CGS
 KV5492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5492+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4306 ***********************************************************************
 KV4306  DESIGNATION -  MUTUAL CHEMICAL CO STACK
 KV4306  PID         -  KV4306
 KV4306  STATE/COUNTY-  NJ/HUDSON
 KV4306  COUNTRY     -  US
 KV4306  USGS QUAD   -  JERSEY CITY (2019)
 KV4306
 KV4306                         *CURRENT SURVEY CONTROL
 KV4306  ______________________________________________________________________
 KV4306* NAD 83(1996) POSITION- 40 42 44.19969(N) 074 05 50.57049(W)   ADJUSTED
 KV4306  ______________________________________________________________________
 KV4306  GEOID HEIGHT    -        -32.105 (meters)                     GEOID18
 KV4306  LAPLACE CORR    -          6.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4306.GEOID18 height accuracy estimate available here.
 KV4306
 KV4306.Click photographs - Photos may exist for this station.
 KV4306
 KV4306.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4306
 KV4306. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7624107209(NAD 83)
 KV4306
 KV4306                          SUPERSEDED SURVEY CONTROL
 KV4306
 KV4306  NAD 83(1996)-  40 42 44.19959(N)    074 05 50.57061(W) AD(       ) 3
 KV4306  NAD 83(1996)-  40 42 44.19810(N)    074 05 50.57244(W) AD(       ) 3
 KV4306  NAD 83(1992)-  40 42 44.19764(N)    074 05 50.57295(W) AD(       ) 3
 KV4306  NAD 83(1986)-  40 42 44.19750(N)    074 05 50.57375(W) AD(       ) 3
 KV4306  NAD 27      -  40 42 43.82700(N)    074 05 52.06300(W) AD(       ) 3
 KV4306  USSD        -  40 42 44.21400(N)    074 05 51.96500(W) AD(       ) 3
 KV4306
 KV4306.Superseded values are not recommended for survey control.
 KV4306
 KV4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4306.See file dsdata.pdf to determine how the superseded data were derived.
 KV4306
 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 = JULY 24, 2026 22:12:30 EDT
 DH4391 ***********************************************************************
 DH4391  DESIGNATION -  MW CLINE
 DH4391  PID         -  DH4391
 DH4391  STATE/COUNTY-  NJ/BURLINGTON
 DH4391  COUNTRY     -  US
 DH4391  USGS QUAD   -  BRISTOL (2019)
 DH4391
 DH4391                         *CURRENT SURVEY CONTROL
 DH4391  ______________________________________________________________________
 DH4391* NAD 83(2011) POSITION- 40 06 12.22295(N) 074 47 29.14000(W)   ADJUSTED
 DH4391* NAD 83(2011) ELLIP HT-   -17.457 (meters)        (07/11/19)   ADJUSTED
 DH4391* NAD 83(2011) EPOCH   -  2010.00
 DH4391* NAVD 88 ORTHO HEIGHT -    15.384 (meters)       50.47  (feet) ADJUSTED
 DH4391  ______________________________________________________________________
 DH4391  GEOID HEIGHT    -        -32.823 (meters)                     GEOID18
 DH4391  NAD 83(2011) X  -  1,281,579.890 (meters)                     COMP
 DH4391  NAD 83(2011) Y  - -4,714,209.911 (meters)                     COMP
 DH4391  NAD 83(2011) Z  -  4,086,762.281 (meters)                     COMP
 DH4391  LAPLACE CORR    -          3.56  (seconds)                    DEFLEC18
 DH4391  DYNAMIC HEIGHT  -         15.378 (meters)       50.45  (feet) COMP
 DH4391  MODELED GRAVITY -    980,195.4   (mgal)                       NAVD 88
 DH4391
 DH4391  VERT ORDER      -  FIRST     CLASS II
 DH4391
 DH4391  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4391  Standards:
 DH4391         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4391            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4391  -------------------------------------------------------------------
 DH4391  NETWORK    0.22   0.65           0.10   0.08   0.33     -0.05732068
 DH4391  -------------------------------------------------------------------
 DH4391  Click here for local accuracies and other accuracy information.
 DH4391
 DH4391.The horizontal coordinates were established by GPS observations
 DH4391.and adjusted by the TERRA SURV in September 2020.
 DH4391
 DH4391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4391.been affixed to the stable North American tectonic plate. See 
 DH4391.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH4391
 DH4391.The horizontal coordinates are valid at the epoch date displayed above
 DH4391.which is a decimal equivalence of Year/Month/Day.
 DH4391
 DH4391.The orthometric height was determined by differential leveling and
 DH4391.adjusted by the NATIONAL GEODETIC SURVEY
 DH4391.in February 2010.
 DH4391
 DH4391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4391.GEOID18 height accuracy estimate available here.
 DH4391
 DH4391.Click photographs - Photos may exist for this station.
 DH4391
 DH4391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4391
 DH4391.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4391
 DH4391.The ellipsoidal height was determined by GPS observations
 DH4391.and is referenced to NAD 83.
 DH4391
 DH4391.The dynamic height is computed by dividing the NAVD 88
 DH4391.geopotential number by the normal gravity value computed on the
 DH4391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4391.degrees latitude (g = 980.6199 gals.).
 DH4391
 DH4391.The modeled gravity was interpolated from observed gravity values.
 DH4391
 DH4391. The following values were computed from the NAD 83(2011) position.
 DH4391
 DH4391;                    North         East     Units Scale Factor Converg.
 DH4391;SPC NJ       -   141,034.522   125,153.900   MT  0.99990760   -0 11 15.8
 DH4391;SPC NJ       -   462,710.76    410,609.09   sFT  0.99990760   -0 11 15.8
 DH4391;UTM  18      - 4,439,254.027   517,776.787   MT  0.99960389   +0 08 03.7
 DH4391
 DH4391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4391!SPC NJ       -   1.00000274  x   0.99990760  =   0.99991034
 DH4391!UTM  18      -   1.00000274  x   0.99960389  =   0.99960663
 DH4391
 DH4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1777639254(NAD 83)
 DH4391
 DH4391                          SUPERSEDED SURVEY CONTROL
 DH4391
 DH4391  NAD 83(2011)-  40 06 12.22244(N)    074 47 29.14155(W) AD(2010.00) 0
 DH4391  NAD 83(2011)-  40 06 12.22273(N)    074 47 29.14029(W) AD(2010.00) 0
 DH4391  ELLIP H (06/27/12)  -17.410  (m)                       GP(2010.00)    
 DH4391  NAD 83(2007)-  40 06 12.22298(N)    074 47 29.14096(W) AD(2002.00) 0
 DH4391  ELLIP H (02/10/07)  -17.406  (m)                       GP(2002.00)    
 DH4391  NAD 83(1996)-  40 06 12.22289(N)    074 47 29.14092(W) AD(       ) B
 DH4391  ELLIP H (06/06/05)  -17.392  (m)                       GP(       ) 3 1
 DH4391  NAVD 88 (06/06/05)   15.4    (m)  GEOID03  model used  GPS OBS        
 DH4391
 DH4391.Superseded values are not recommended for survey control.
 DH4391
 DH4391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4391.See file dsdata.pdf to determine how the superseded data were derived.
 DH4391
 DH4391_MARKER: F = FLANGE-ENCASED 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: N = NO MAGNETIC MATERIAL
 DH4391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4391+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2024
 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  HISTORY     - 20060822 GOOD             NJGS
 DH4391  HISTORY     - 20160511 GOOD             NJGS
 DH4391  HISTORY     - 20190507 GOOD             TERRSV
 DH4391  HISTORY     - 20200819 GOOD             TERRSV
 DH4391  HISTORY     - 20220606 GOOD             NJGS
 DH4391  HISTORY     - 20230124 GOOD             RAS
 DH4391  HISTORY     - 20241017 GOOD             AAAS
 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.
 DH4391
 DH4391                          STATION RECOVERY (2006)
 DH4391
 DH4391'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 DH4391'RECOVERED IN GOOD CONDITION.  NOTE--STATION IS NOW IN BETWEEN 2 METAL
 DH4391'WITNESS POST SET AT THIS TIME.
 DH4391
 DH4391                          STATION RECOVERY (2016)
 DH4391
 DH4391'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DH4391'RECOVERED IN GOOD CONDITION.
 DH4391
 DH4391                          STATION RECOVERY (2019)
 DH4391
 DH4391'RECOVERY NOTE BY TERRA SURV 2019 (JVH)
 DH4391'RECOVERED AS DESCRIBED.
 DH4391
 DH4391                          STATION RECOVERY (2020)
 DH4391
 DH4391'RECOVERY NOTE BY TERRA SURV 2020 (JVH)
 DH4391'RECOVERED IN GOOD CONDITION.
 DH4391
 DH4391                          STATION RECOVERY (2022)
 DH4391
 DH4391'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (MI)
 DH4391'RECOVERED IN GOOD CONDITION.
 DH4391
 DH4391                          STATION RECOVERY (2023)
 DH4391
 DH4391'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2023 (RS)
 DH4391'RECOVERED IN GOOD CONDITION.
 DH4391
 DH4391                          STATION RECOVERY (2024)
 DH4391
 DH4391'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DH4391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2713 ***********************************************************************
 JU2713  DESIGNATION -  MYSTIC ISLANDS MUN STANDPIPE
 JU2713  PID         -  JU2713
 JU2713  STATE/COUNTY-  NJ/OCEAN
 JU2713  COUNTRY     -  US
 JU2713  USGS QUAD   -  TUCKERTON (2019)
 JU2713
 JU2713                         *CURRENT SURVEY CONTROL
 JU2713  ______________________________________________________________________
 JU2713* NAD 83(1996) POSITION- 39 34 28.01347(N) 074 22 04.21477(W)   ADJUSTED
 JU2713  ______________________________________________________________________
 JU2713  GEOID HEIGHT    -        -33.557 (meters)                     GEOID18
 JU2713  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2713.GEOID18 height accuracy estimate available here.
 JU2713
 JU2713.Click photographs - Photos may exist for this station.
 JU2713
 JU2713.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2713
 JU2713. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5429480717(NAD 83)
 JU2713
 JU2713                          SUPERSEDED SURVEY CONTROL
 JU2713
 JU2713  NAD 83(1986)-  39 34 28.00488(N)    074 22 04.20927(W) AD(       ) 3
 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
 JU2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2713.See file dsdata.pdf to determine how the superseded data were derived.
 JU2713
 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 = JULY 24, 2026 22:12:30 EDT
 KV6714 ***********************************************************************
 KV6714  DESIGNATION -  N 101 RESET
 KV6714  PID         -  KV6714
 KV6714  STATE/COUNTY-  NJ/BERGEN
 KV6714  COUNTRY     -  US
 KV6714  USGS QUAD   -  HACKENSACK (2019)
 KV6714
 KV6714                         *CURRENT SURVEY CONTROL
 KV6714  ______________________________________________________________________
 KV6714* NAD 83(1986) POSITION- 40 55 12.     (N) 074 05 06.     (W)   SCALED
 KV6714* NAVD 88 ORTHO HEIGHT -    18.84  (meters)       61.8   (feet) RESET
 KV6714  ______________________________________________________________________
 KV6714  GEOID HEIGHT    -        -31.993 (meters)                     GEOID18
 KV6714  VERT ORDER      -  THIRD
 KV6714
 KV6714.The horizontal coordinates were scaled from a map and have
 KV6714.an estimated accuracy of +/- 6 seconds.
 KV6714
 KV6714.The orthometric height was computed from unverified reset data.
 KV6714
 KV6714.No vertical observational check was made to the station.
 KV6714
 KV6714.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6714.GEOID18 height accuracy estimate available here.
 KV6714
 KV6714.Click photographs - Photos may exist for this station.
 KV6714
 KV6714;                    North         East    Units  Estimated Accuracy
 KV6714;SPC NJ       -   231,750.      184,960.      MT  (+/- 180 meters Scaled)
 KV6714
 KV6714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL770302(NAD 83)
 KV6714
 KV6714                          SUPERSEDED SURVEY CONTROL
 KV6714
 KV6714  NGVD 29 (02/11/25)   19.15   (m)           62.8    (f) RESET       3  
 KV6714
 KV6714.Superseded values are not recommended for survey control.
 KV6714
 KV6714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6714.See file dsdata.pdf to determine how the superseded data were derived.
 KV6714
 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 = JULY 24, 2026 22:12:30 EDT
 LY2238 ***********************************************************************
 LY2238  DESIGNATION -  N 102
 LY2238  PID         -  LY2238
 LY2238  STATE/COUNTY-  NJ/PASSAIC
 LY2238  COUNTRY     -  US
 LY2238  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2238
 LY2238                         *CURRENT SURVEY CONTROL
 LY2238  ______________________________________________________________________
 LY2238* NAD 83(1986) POSITION- 41 01 19.     (N) 074 24 10.     (W)   SCALED
 LY2238* NAVD 88 ORTHO HEIGHT -   183.549 (meters)      602.19  (feet) ADJUSTED
 LY2238  ______________________________________________________________________
 LY2238  GEOID HEIGHT    -        -32.330 (meters)                     GEOID18
 LY2238  DYNAMIC HEIGHT  -        183.470 (meters)      601.93  (feet) COMP
 LY2238  MODELED GRAVITY -    980,190.3   (mgal)                       NAVD 88
 LY2238
 LY2238  VERT ORDER      -  FIRST     CLASS II
 LY2238
 LY2238.The horizontal coordinates were scaled from a map and have
 LY2238.an estimated accuracy of +/- 6 seconds.
 LY2238
 LY2238.The orthometric height was determined by differential leveling and
 LY2238.adjusted by the NATIONAL GEODETIC SURVEY
 LY2238.in June 1991.
 LY2238
 LY2238.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2238.GEOID18 height accuracy estimate available here.
 LY2238
 LY2238.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL502413(NAD 83)
 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
 LY2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2238.See file dsdata.pdf to determine how the superseded data were derived.
 LY2238
 LY2238_MARKER: DB = BENCH MARK DISK
 LY2238_SETTING: 66 = SET IN 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 = JULY 24, 2026 22:12:30 EDT
 KV3448 ***********************************************************************
 KV3448  DESIGNATION -  N 103
 KV3448  PID         -  KV3448
 KV3448  STATE/COUNTY-  NJ/PASSAIC
 KV3448  COUNTRY     -  US
 KV3448  USGS QUAD   -  PATERSON (2016)
 KV3448
 KV3448                         *CURRENT SURVEY CONTROL
 KV3448  ______________________________________________________________________
 KV3448* NAD 83(2011) POSITION- 40 55 43.96189(N) 074 09 44.11098(W)   ADJUSTED
 KV3448* NAD 83(2011) ELLIP HT-   -10.288 (meters)        (06/27/12)   ADJUSTED
 KV3448* NAD 83(2011) EPOCH   -  2010.00
 KV3448* NAVD 88 ORTHO HEIGHT -    21.903 (meters)       71.86  (feet) ADJUSTED
 KV3448  ______________________________________________________________________
 KV3448  GEOID HEIGHT    -        -32.204 (meters)                     GEOID18
 KV3448  NAD 83(2011) X  -  1,317,018.325 (meters)                     COMP
 KV3448  NAD 83(2011) Y  - -4,642,567.689 (meters)                     COMP
 KV3448  NAD 83(2011) Z  -  4,156,452.328 (meters)                     COMP
 KV3448  LAPLACE CORR    -          4.97  (seconds)                    DEFLEC18
 KV3448  DYNAMIC HEIGHT  -         21.894 (meters)       71.83  (feet) COMP
 KV3448  MODELED GRAVITY -    980,215.9   (mgal)                       NAVD 88
 KV3448
 KV3448  VERT ORDER      -  FIRST     CLASS II
 KV3448
 KV3448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV3448  Standards:
 KV3448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV3448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV3448  -------------------------------------------------------------------
 KV3448  NETWORK    0.95   1.39           0.35   0.41   0.71     -0.29637248
 KV3448  -------------------------------------------------------------------
 KV3448  Click here for local accuracies and other accuracy information.
 KV3448
 KV3448.The horizontal coordinates were established by GPS observations
 KV3448.and adjusted by the National Geodetic Survey in June 2012.
 KV3448
 KV3448.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV3448.been affixed to the stable North American tectonic plate. See 
 KV3448.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV3448
 KV3448.The horizontal coordinates are valid at the epoch date displayed above
 KV3448.which is a decimal equivalence of Year/Month/Day.
 KV3448
 KV3448.The orthometric height was determined by differential leveling and
 KV3448.adjusted by the NATIONAL GEODETIC SURVEY
 KV3448.in June 1991.
 KV3448
 KV3448.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3448.GEOID18 height accuracy estimate available here.
 KV3448
 KV3448.Click photographs - Photos may exist for this station.
 KV3448
 KV3448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3448
 KV3448.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3448
 KV3448.The ellipsoidal height was determined by GPS observations
 KV3448.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV3448
 KV3448;                    North         East     Units Scale Factor Converg.
 KV3448;SPC NJ       -   232,704.984   178,444.105   MT  0.99990995   +0 13 16.6
 KV3448;SPC NJ       -   763,466.27    585,445.37   sFT  0.99990995   +0 13 16.6
 KV3448;UTM  18      - 4,531,199.747   570,531.843   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7053131199(NAD 83)
 KV3448
 KV3448                          SUPERSEDED SURVEY CONTROL
 KV3448
 KV3448  NAD 83(2007)-  40 55 43.96201(N)    074 09 44.11176(W) AD(2002.00) 0
 KV3448  ELLIP H (02/10/07)  -10.271  (m)                       GP(2002.00)    
 KV3448  ELLIP H (10/23/02)  -10.271  (m)                       GP(       ) 4 1
 KV3448  NAD 83(1996)-  40 55 43.96212(N)    074 09 44.11250(W) AD(       ) 1
 KV3448  ELLIP H (05/14/99)  -10.258  (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              21.90   (m)           71.9    (f) LEVELING    3  
 KV3448  NGVD 29 (11/26/84)   22.212  (m)           72.87   (f) ADJUSTED    1 2
 KV3448
 KV3448.Superseded values are not recommended for survey control.
 KV3448
 KV3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3448.See file dsdata.pdf to determine how the superseded data were derived.
 KV3448
 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 NOT SUITABLE FOR
 KV3448+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2007
 KV3448
 KV3448  HISTORY     - Date     Condition        Report By
 KV3448  HISTORY     - 1979     MONUMENTED       NGS
 KV3448  HISTORY     - 19920226 GOOD             NJGS
 KV3448  HISTORY     - 20070528 GOOD             GEOCAC
 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.
 KV3448
 KV3448                          STATION RECOVERY (2007)
 KV3448
 KV3448'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0072 ***********************************************************************
 KV0072  DESIGNATION -  N 11
 KV0072  PID         -  KV0072
 KV0072  STATE/COUNTY-  NJ/UNION
 KV0072  COUNTRY     -  US
 KV0072  USGS QUAD   -  ELIZABETH (2016)
 KV0072
 KV0072                         *CURRENT SURVEY CONTROL
 KV0072  ______________________________________________________________________
 KV0072* NAD 83(1986) POSITION- 40 40 09.8    (N) 074 12 58.5    (W)   HD_HELD2
 KV0072* NAVD 88 ORTHO HEIGHT -    11.145 (meters)       36.56  (feet) ADJUSTED
 KV0072  ______________________________________________________________________
 KV0072  GEOID HEIGHT    -        -32.440 (meters)                     GEOID18
 KV0072  DYNAMIC HEIGHT  -         11.140 (meters)       36.55  (feet) COMP
 KV0072  MODELED GRAVITY -    980,217.6   (mgal)                       NAVD 88
 KV0072
 KV0072  VERT ORDER      -  FIRST     CLASS I
 KV0072
 KV0072.The horizontal coordinates were established by autonomous hand held GPS
 KV0072.observations and have an estimated accuracy of +/- 10 meters.
 KV0072
 KV0072.The orthometric height was determined by differential leveling and
 KV0072.adjusted by the NATIONAL GEODETIC SURVEY
 KV0072.in June 1991.
 KV0072
 KV0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0072.GEOID18 height accuracy estimate available here.
 KV0072
 KV0072.Click photographs - Photos may exist for this station.
 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       -   203,875.      173,990.      MT  (+/- 10 meters HH2 GPS)
 KV0072
 KV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6624302352(NAD 83)
 KV0072
 KV0072                          SUPERSEDED SURVEY CONTROL
 KV0072
 KV0072  NGVD 29 (04/16/92)   11.479  (m)           37.66   (f) ADJUSTED    1 1
 KV0072  NGVD 29 (??/??/87)   11.480  (m)           37.66   (f) SUPERSEDED  1 1
 KV0072
 KV0072.Superseded values are not recommended for survey control.
 KV0072
 KV0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0072.See file dsdata.pdf to determine how the superseded data were derived.
 KV0072
 KV0072_MARKER: DB = BENCH MARK DISK
 KV0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0072_SP_SET: PILLAR BASE
 KV0072_STAMPING: N 11 1933 37.664
 KV0072_MARK LOGO: CGS
 KV0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0072+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 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  HISTORY     - 20070923 GOOD             GEOCAC
 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 PILLARS 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 PILLAR 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.
 KV0072
 KV0072                          STATION RECOVERY (2007)
 KV0072
 KV0072'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0421 ***********************************************************************
 LY0421  DESIGNATION -  N 13
 LY0421  PID         -  LY0421
 LY0421  STATE/COUNTY-  NJ/PASSAIC
 LY0421  COUNTRY     -  US
 LY0421  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0421
 LY0421                         *CURRENT SURVEY CONTROL
 LY0421  ______________________________________________________________________
 LY0421* NAD 83(1986) POSITION- 41 03 12.8    (N) 074 28 42.0    (W)   HD_HELD2
 LY0421* NAVD 88 ORTHO HEIGHT -   255.377 (meters)      837.85  (feet) ADJUSTED
 LY0421  ______________________________________________________________________
 LY0421  GEOID HEIGHT    -        -32.358 (meters)                     GEOID18
 LY0421  DYNAMIC HEIGHT  -        255.263 (meters)      837.48  (feet) COMP
 LY0421  MODELED GRAVITY -    980,171.9   (mgal)                       NAVD 88
 LY0421
 LY0421  VERT ORDER      -  FIRST     CLASS II
 LY0421
 LY0421.The horizontal coordinates were established by autonomous hand held GPS
 LY0421.observations and have an estimated accuracy of +/- 10 meters.
 LY0421
 LY0421.The orthometric height was determined by differential leveling and
 LY0421.adjusted by the NATIONAL GEODETIC SURVEY
 LY0421.in June 1991.
 LY0421
 LY0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0421.GEOID18 height accuracy estimate available here.
 LY0421
 LY0421.Click photographs - Photos may exist for this station.
 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       -   246,495.      151,821.      MT  (+/- 10 meters HH2 GPS)
 LY0421
 LY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4383744833(NAD 83)
 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
 LY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0421.See file dsdata.pdf to determine how the superseded data were derived.
 LY0421
 LY0421_MARKER: DB = BENCH MARK DISK
 LY0421_SETTING: 80 = SET IN A BOULDER
 LY0421_STAMPING: 838.492 N 13 1933
 LY0421_MARK LOGO: CGS
 LY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0421+STABILITY: SURFACE MOTION
 LY0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0421+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2020
 LY0421
 LY0421  HISTORY     - Date     Condition        Report By
 LY0421  HISTORY     - 1933     MONUMENTED       CGS
 LY0421  HISTORY     - 1934     GOOD             CGS
 LY0421  HISTORY     - 20050813 GOOD             GEOCAC
 LY0421  HISTORY     - 20200514 GOOD             NJGS
 LY0421
 LY0421                          STATION DESCRIPTION
 LY0421
 LY0421'DESCRIBED BY COAST AND 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.
 LY0421
 LY0421                          STATION RECOVERY (2020)
 LY0421
 LY0421'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 LY0421'THE SURVEY DISK IS NEAR THE EDGE OF HEAVY TREE GROWTH, WITH OVERHEAD
 LY0421'TREE BRANCHES.  THE HORIZON IN THE SURROUNDING AREA IS BLOCKED WITH
 LY0421'HEAVY TREE GROWTH WHICH MAKES IT UNSUITABLE FOR SATELLITE OBSERVATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0519 ***********************************************************************
 KV0519  DESIGNATION -  N 14
 KV0519  PID         -  KV0519
 KV0519  STATE/COUNTY-  NJ/BERGEN
 KV0519  COUNTRY     -  US
 KV0519  USGS QUAD   -  HACKENSACK (2019)
 KV0519
 KV0519                         *CURRENT SURVEY CONTROL
 KV0519  ______________________________________________________________________
 KV0519* NAD 83(1986) POSITION- 40 58 47.2    (N) 074 07 15.7    (W)   HD_HELD2
 KV0519* NAVD 88 ORTHO HEIGHT -    42.546 (meters)      139.59  (feet) ADJUSTED
 KV0519  ______________________________________________________________________
 KV0519  GEOID HEIGHT    -        -32.045 (meters)                     GEOID18
 KV0519  DYNAMIC HEIGHT  -         42.529 (meters)      139.53  (feet) COMP
 KV0519  MODELED GRAVITY -    980,224.4   (mgal)                       NAVD 88
 KV0519
 KV0519  VERT ORDER      -  FIRST     CLASS II
 KV0519
 KV0519.The horizontal coordinates were established by autonomous hand held GPS
 KV0519.observations and have an estimated accuracy of +/- 10 meters.
 KV0519
 KV0519.The orthometric height was determined by differential leveling and
 KV0519.adjusted by the NATIONAL GEODETIC SURVEY
 KV0519.in June 1991.
 KV0519
 KV0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0519.GEOID18 height accuracy estimate available here.
 KV0519
 KV0519.Click photographs - Photos may exist for this station.
 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       -   238,371.      181,891.      MT  (+/- 10 meters HH2 GPS)
 KV0519
 KV0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7394536884(NAD 83)
 KV0519
 KV0519                          SUPERSEDED SURVEY CONTROL
 KV0519
 KV0519  NGVD 29 (11/26/84)   42.855  (m)          140.60   (f) ADJUSTED    1 2
 KV0519
 KV0519.Superseded values are not recommended for survey control.
 KV0519
 KV0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0519.See file dsdata.pdf to determine how the superseded data were derived.
 KV0519
 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 = JULY 24, 2026 22:12:30 EDT
 KV1278 ***********************************************************************
 KV1278  DESIGNATION -  N 15
 KV1278  PID         -  KV1278
 KV1278  STATE/COUNTY-  NJ/WARREN
 KV1278  COUNTRY     -  US
 KV1278  USGS QUAD   -  WASHINGTON (2016)
 KV1278
 KV1278                         *CURRENT SURVEY CONTROL
 KV1278  ______________________________________________________________________
 KV1278* NAD 83(1986) POSITION- 40 48 20.     (N) 074 53 50.     (W)   SCALED
 KV1278* NAVD 88 ORTHO HEIGHT -   180.668 (meters)      592.74  (feet) ADJUSTED
 KV1278  ______________________________________________________________________
 KV1278  GEOID HEIGHT    -        -33.316 (meters)                     GEOID18
 KV1278  DYNAMIC HEIGHT  -        180.584 (meters)      592.47  (feet) COMP
 KV1278  MODELED GRAVITY -    980,160.9   (mgal)                       NAVD 88
 KV1278
 KV1278  VERT ORDER      -  SECOND    CLASS 0
 KV1278
 KV1278.The horizontal coordinates were scaled from a map and have
 KV1278.an estimated accuracy of +/- 6 seconds.
 KV1278
 KV1278.The orthometric height was determined by differential leveling and
 KV1278.adjusted by the NATIONAL GEODETIC SURVEY
 KV1278.in June 1991.
 KV1278
 KV1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1278.GEOID18 height accuracy estimate available here.
 KV1278
 KV1278.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL086171(NAD 83)
 KV1278
 KV1278                          SUPERSEDED SURVEY CONTROL
 KV1278
 KV1278  NGVD 29 (11/26/84)  180.887  (m)          593.46   (f) ADJUSTED    2 0
 KV1278
 KV1278.Superseded values are not recommended for survey control.
 KV1278
 KV1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1278.See file dsdata.pdf to determine how the superseded data were derived.
 KV1278
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0726 ***********************************************************************
 KV0726  DESIGNATION -  N 16
 KV0726  PID         -  KV0726
 KV0726  STATE/COUNTY-  NJ/MONMOUTH
 KV0726  COUNTRY     -  US
 KV0726  USGS QUAD   -  SANDY HOOK WEST (2019)
 KV0726
 KV0726                         *CURRENT SURVEY CONTROL
 KV0726  ______________________________________________________________________
 KV0726* NAD 83(1986) POSITION- 40 24 52.     (N) 074 03 26.     (W)   SCALED
 KV0726* NAVD 88 ORTHO HEIGHT -     4.635 (meters)       15.21  (feet) ADJUSTED
 KV0726  ______________________________________________________________________
 KV0726  GEOID HEIGHT    -        -32.438 (meters)                     GEOID18
 KV0726  DYNAMIC HEIGHT  -          4.633 (meters)       15.20  (feet) COMP
 KV0726  MODELED GRAVITY -    980,209.0   (mgal)                       NAVD 88
 KV0726
 KV0726  VERT ORDER      -  FIRST     CLASS II
 KV0726
 KV0726.The horizontal coordinates were scaled from a map and have
 KV0726.an estimated accuracy of +/- 6 seconds.
 KV0726
 KV0726.The orthometric height was determined by differential leveling and
 KV0726.adjusted by the NATIONAL GEODETIC SURVEY
 KV0726.in June 1991.
 KV0726
 KV0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0726.GEOID18 height accuracy estimate available here.
 KV0726
 KV0726.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK799741(NAD 83)
 KV0726
 KV0726                          SUPERSEDED SURVEY CONTROL
 KV0726
 KV0726  NGVD 29 (04/16/92)    4.950  (m)           16.24   (f) ADJUSTED    1 2
 KV0726  NGVD 29 (??/??/87)    5.000  (m)           16.40   (f) SUPERSEDED  1 2
 KV0726
 KV0726.Superseded values are not recommended for survey control.
 KV0726
 KV0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0726.See file dsdata.pdf to determine how the superseded data were derived.
 KV0726
 KV0726_MARKER: DB = BENCH MARK DISK
 KV0726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0726_SP_SET: CULVERT HEADWALL
 KV0726_STAMPING: N 16 1933
 KV0726_MARK LOGO: CGS
 KV0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0726+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV1216 ***********************************************************************
 KV1216  DESIGNATION -  N 18
 KV1216  PID         -  KV1216
 KV1216  STATE/COUNTY-  NJ/SUSSEX
 KV1216  COUNTRY     -  US
 KV1216  USGS QUAD   -  TRANQUILITY (2016)
 KV1216
 KV1216                         *CURRENT SURVEY CONTROL
 KV1216  ______________________________________________________________________
 KV1216* NAD 83(1986) POSITION- 40 58 40.     (N) 074 46 50.     (W)   SCALED
 KV1216* NAVD 88 ORTHO HEIGHT -   199.154 (meters)      653.39  (feet) ADJUSTED
 KV1216  ______________________________________________________________________
 KV1216  GEOID HEIGHT    -        -32.896 (meters)                     GEOID18
 KV1216  DYNAMIC HEIGHT  -        199.065 (meters)      653.10  (feet) COMP
 KV1216  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 KV1216
 KV1216  VERT ORDER      -  SECOND    CLASS 0
 KV1216
 KV1216.The horizontal coordinates were scaled from a map and have
 KV1216.an estimated accuracy of +/- 6 seconds.
 KV1216
 KV1216.The orthometric height was determined by differential leveling and
 KV1216.adjusted by the NATIONAL GEODETIC SURVEY
 KV1216.in June 1991.
 KV1216
 KV1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1216.GEOID18 height accuracy estimate available here.
 KV1216
 KV1216.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL184363(NAD 83)
 KV1216
 KV1216                          SUPERSEDED SURVEY CONTROL
 KV1216
 KV1216  NGVD 29 (11/26/84)  199.370  (m)          654.10   (f) ADJUSTED    2 0
 KV1216
 KV1216.Superseded values are not recommended for survey control.
 KV1216
 KV1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1216.See file dsdata.pdf to determine how the superseded data were derived.
 KV1216
 KV1216_MARKER: DB = BENCH MARK DISK
 KV1216_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV1216+WITH SETTING: PAVEMENT
 KV1216_SP_SET: SIGNAL BASE
 KV1216_STAMPING: N 18 1935
 KV1216_MARK LOGO: CGS
 KV1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1216+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV0902 ***********************************************************************
 KV0902  DESIGNATION -  N 19
 KV0902  PID         -  KV0902
 KV0902  STATE/COUNTY-  NJ/MIDDLESEX
 KV0902  COUNTRY     -  US
 KV0902  USGS QUAD   -  JAMESBURG (2019)
 KV0902
 KV0902                         *CURRENT SURVEY CONTROL
 KV0902  ______________________________________________________________________
 KV0902* NAD 83(2011) POSITION- 40 19 04.32550(N) 074 24 42.13350(W)   ADJUSTED
 KV0902* NAD 83(2011) ELLIP HT-    -8.179 (meters)        (06/27/12)   ADJUSTED
 KV0902* NAD 83(2011) EPOCH   -  2010.00
 KV0902* NAVD 88 ORTHO HEIGHT -    24.439 (meters)       80.18  (feet) ADJUSTED
 KV0902  ______________________________________________________________________
 KV0902  GEOID HEIGHT    -        -32.557 (meters)                     GEOID18
 KV0902  NAD 83(2011) X  -  1,308,664.980 (meters)                     COMP
 KV0902  NAD 83(2011) Y  - -4,690,810.428 (meters)                     COMP
 KV0902  NAD 83(2011) Z  -  4,104,955.014 (meters)                     COMP
 KV0902  LAPLACE CORR    -          4.43  (seconds)                    DEFLEC18
 KV0902  DYNAMIC HEIGHT  -         24.429 (meters)       80.15  (feet) COMP
 KV0902  MODELED GRAVITY -    980,206.1   (mgal)                       NAVD 88
 KV0902
 KV0902  VERT ORDER      -  SECOND    CLASS 0
 KV0902
 KV0902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0902  Standards:
 KV0902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0902  -------------------------------------------------------------------
 KV0902  NETWORK    0.48   0.73           0.20   0.19   0.37      0.06604576
 KV0902  -------------------------------------------------------------------
 KV0902  Click here for local accuracies and other accuracy information.
 KV0902
 KV0902.The horizontal coordinates were established by GPS observations
 KV0902.and adjusted by the National Geodetic Survey in June 2012.
 KV0902
 KV0902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0902.been affixed to the stable North American tectonic plate. See 
 KV0902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0902
 KV0902.The horizontal coordinates are valid at the epoch date displayed above
 KV0902.which is a decimal equivalence of Year/Month/Day.
 KV0902
 KV0902.The orthometric height was determined by differential leveling and
 KV0902.adjusted by the NATIONAL GEODETIC SURVEY
 KV0902.in June 1991.
 KV0902
 KV0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0902.GEOID18 height accuracy estimate available here.
 KV0902
 KV0902.Click photographs - Photos may exist for this station.
 KV0902
 KV0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0902
 KV0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0902
 KV0902.The ellipsoidal height was determined by GPS observations
 KV0902.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0902
 KV0902;                    North         East     Units Scale Factor Converg.
 KV0902;SPC NJ       -   164,809.969   157,504.129   MT  0.99990069   +0 03 25.7
 KV0902;SPC NJ       -   540,714.04    516,744.80   sFT  0.99990069   +0 03 25.7
 KV0902;UTM  18      - 4,463,204.485   549,983.313   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4998363204(NAD 83)
 KV0902
 KV0902                          SUPERSEDED SURVEY CONTROL
 KV0902
 KV0902  NAD 83(2007)-  40 19 04.32586(N)    074 24 42.13407(W) AD(2002.00) 0
 KV0902  ELLIP H (02/10/07)   -8.168  (m)                       GP(2002.00)    
 KV0902  ELLIP H (10/23/02)   -8.163  (m)                       GP(       ) 4 1
 KV0902  NAD 83(1996)-  40 19 04.32604(N)    074 24 42.13432(W) AD(       ) 1
 KV0902  ELLIP H (05/14/99)   -8.161  (m)                       GP(       ) 4 1
 KV0902  NAD 83(1986)-  40 19 04.32564(N)    074 24 42.13657(W) AD(       ) 1
 KV0902  NAVD 88              24.44   (m)           80.2    (f) LEVELING    3  
 KV0902  NGVD 29 (11/26/84)   24.783  (m)           81.31   (f) ADJUSTED    2 0
 KV0902
 KV0902.Superseded values are not recommended for survey control.
 KV0902
 KV0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0902.See file dsdata.pdf to determine how the superseded data were derived.
 KV0902
 KV0902_MARKER: DB = BENCH MARK DISK
 KV0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 KV0686 ***********************************************************************
 KV0686  DESIGNATION -  N 20
 KV0686  PID         -  KV0686
 KV0686  STATE/COUNTY-  NJ/ESSEX
 KV0686  COUNTRY     -  US
 KV0686  USGS QUAD   -  ELIZABETH (2016)
 KV0686
 KV0686                         *CURRENT SURVEY CONTROL
 KV0686  ______________________________________________________________________
 KV0686* NAD 83(1986) POSITION- 40 44 53.     (N) 074 10 23.     (W)   SCALED
 KV0686* NAVD 88 ORTHO HEIGHT -    19.069 (meters)       62.56  (feet) ADJUSTED
 KV0686  ______________________________________________________________________
 KV0686  GEOID HEIGHT    -        -32.317 (meters)                     GEOID18
 KV0686  DYNAMIC HEIGHT  -         19.062 (meters)       62.54  (feet) COMP
 KV0686  MODELED GRAVITY -    980,219.3   (mgal)                       NAVD 88
 KV0686
 KV0686  VERT ORDER      -  FIRST     CLASS II
 KV0686
 KV0686.The horizontal coordinates were scaled from a map and have
 KV0686.an estimated accuracy of +/- 6 seconds.
 KV0686
 KV0686.The orthometric height was determined by differential leveling and
 KV0686.adjusted by the NATIONAL GEODETIC SURVEY
 KV0686.in June 1991.
 KV0686
 KV0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0686.GEOID18 height accuracy estimate available here.
 KV0686
 KV0686.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698111(NAD 83)
 KV0686
 KV0686                          SUPERSEDED SURVEY CONTROL
 KV0686
 KV0686  NGVD 29 (11/26/84)   19.399  (m)           63.64   (f) ADJUSTED    1 2
 KV0686
 KV0686.Superseded values are not recommended for survey control.
 KV0686
 KV0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0686.See file dsdata.pdf to determine how the superseded data were derived.
 KV0686
 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 = JULY 24, 2026 22:12:30 EDT
 KV1249 ***********************************************************************
 KV1249  DESIGNATION -  N 22
 KV1249  PID         -  KV1249
 KV1249  STATE/COUNTY-  NJ/WARREN
 KV1249  COUNTRY     -  US
 KV1249  USGS QUAD   -  WASHINGTON (2016)
 KV1249
 KV1249                         *CURRENT SURVEY CONTROL
 KV1249  ______________________________________________________________________
 KV1249* NAD 83(1986) POSITION- 40 52 27.     (N) 074 54 05.     (W)   SCALED
 KV1249* NAVD 88 ORTHO HEIGHT -   160.649 (meters)      527.06  (feet) ADJUSTED
 KV1249  ______________________________________________________________________
 KV1249  GEOID HEIGHT    -        -33.231 (meters)                     GEOID18
 KV1249  DYNAMIC HEIGHT  -        160.576 (meters)      526.82  (feet) COMP
 KV1249  MODELED GRAVITY -    980,167.9   (mgal)                       NAVD 88
 KV1249
 KV1249  VERT ORDER      -  SECOND    CLASS 0
 KV1249
 KV1249.The horizontal coordinates were scaled from a map and have
 KV1249.an estimated accuracy of +/- 6 seconds.
 KV1249
 KV1249.The orthometric height was determined by differential leveling and
 KV1249.adjusted by the NATIONAL GEODETIC SURVEY
 KV1249.in June 1991.
 KV1249
 KV1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1249.GEOID18 height accuracy estimate available here.
 KV1249
 KV1249.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL083247(NAD 83)
 KV1249
 KV1249                          SUPERSEDED SURVEY CONTROL
 KV1249
 KV1249  NGVD 29 (11/26/84)  160.862  (m)          527.76   (f) ADJUSTED    2 0
 KV1249
 KV1249.Superseded values are not recommended for survey control.
 KV1249
 KV1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1249.See file dsdata.pdf to determine how the superseded data were derived.
 KV1249
 KV1249_MARKER: DB = BENCH MARK DISK
 KV1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1249_STAMPING: N 22 1942
 KV1249_MARK LOGO: CGS
 KV1249_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV1236 ***********************************************************************
 KV1236  DESIGNATION -  N 23
 KV1236  PID         -  KV1236
 KV1236  STATE/COUNTY-  NJ/WARREN
 KV1236  COUNTRY     -  US
 KV1236  USGS QUAD   -  BLAIRSTOWN (2019)
 KV1236
 KV1236                         *CURRENT SURVEY CONTROL
 KV1236  ______________________________________________________________________
 KV1236* NAD 83(1986) POSITION- 40 53 45.69   (N) 074 58 30.33   (W)   HD_HELD1
 KV1236* NAVD 88 ORTHO HEIGHT -   123.817 (meters)      406.22  (feet) ADJUSTED
 KV1236  ______________________________________________________________________
 KV1236  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 KV1236  DYNAMIC HEIGHT  -        123.761 (meters)      406.04  (feet) COMP
 KV1236  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 KV1236
 KV1236  VERT ORDER      -  SECOND    CLASS 0
 KV1236
 KV1236.The horizontal coordinates were determined by differentially corrected
 KV1236.hand held GPS observations or other comparable positioning techniques
 KV1236.and have an estimated accuracy of +/- 3 meters.
 KV1236
 KV1236.The orthometric height was determined by differential leveling and
 KV1236.adjusted by the NATIONAL GEODETIC SURVEY
 KV1236.in June 1991.
 KV1236
 KV1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1236.GEOID18 height accuracy estimate available here.
 KV1236
 KV1236.Click photographs - Photos may exist for this station.
 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       -   229,110.7     109,969.3     MT  (+/- 3 meters HH1 GPS) 
 KV1236
 KV1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0209827215(NAD 83)
 KV1236
 KV1236                          SUPERSEDED SURVEY CONTROL
 KV1236
 KV1236  NGVD 29 (11/26/84)  124.021  (m)          406.89   (f) ADJUSTED    2 0
 KV1236
 KV1236.Superseded values are not recommended for survey control.
 KV1236
 KV1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1236.See file dsdata.pdf to determine how the superseded data were derived.
 KV1236
 KV1236_MARKER: DB = BENCH MARK DISK
 KV1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1236_STAMPING: N 23 1942
 KV1236_MARK LOGO: CGS
 KV1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1236+STABILITY: SURFACE MOTION
 KV1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1236+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 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  HISTORY     - 20070914 GOOD             GILMOR
 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.
 KV1236
 KV1236                          STATION RECOVERY (2007)
 KV1236
 KV1236'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2007 (SJK)
 KV1236'FENCE NO LONGER EXISTS
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1293 ***********************************************************************
 KV1293  DESIGNATION -  N 24
 KV1293  PID         -  KV1293
 KV1293  STATE/COUNTY-  NJ/MORRIS
 KV1293  COUNTRY     -  US
 KV1293  USGS QUAD   -  CHESTER (2019)
 KV1293
 KV1293                         *CURRENT SURVEY CONTROL
 KV1293  ______________________________________________________________________
 KV1293* NAD 83(1986) POSITION- 40 52 23.     (N) 074 41 35.     (W)   SCALED
 KV1293* NAVD 88 ORTHO HEIGHT -   320.943 (meters)     1052.96  (feet) ADJUSTED
 KV1293  ______________________________________________________________________
 KV1293  GEOID HEIGHT    -        -32.878 (meters)                     GEOID18
 KV1293  DYNAMIC HEIGHT  -        320.794 (meters)     1052.47  (feet) COMP
 KV1293  MODELED GRAVITY -    980,153.0   (mgal)                       NAVD 88
 KV1293
 KV1293  VERT ORDER      -  SECOND    CLASS 0
 KV1293
 KV1293.The horizontal coordinates were scaled from a map and have
 KV1293.an estimated accuracy of +/- 6 seconds.
 KV1293
 KV1293.The orthometric height was determined by differential leveling and
 KV1293.adjusted by the NATIONAL GEODETIC SURVEY
 KV1293.in June 1991.
 KV1293
 KV1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1293.GEOID18 height accuracy estimate available here.
 KV1293
 KV1293.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL258247(NAD 83)
 KV1293
 KV1293                          SUPERSEDED SURVEY CONTROL
 KV1293
 KV1293  NGVD 29 (11/26/84)  321.159  (m)         1053.67   (f) ADJUSTED    2 0
 KV1293
 KV1293.Superseded values are not recommended for survey control.
 KV1293
 KV1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1293.See file dsdata.pdf to determine how the superseded data were derived.
 KV1293
 KV1293_MARKER: DB = BENCH MARK DISK
 KV1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1293_STAMPING: N 24 1942
 KV1293_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1291 ***********************************************************************
 KV1291  DESIGNATION -  N 25
 KV1291  PID         -  KV1291
 KV1291  STATE/COUNTY-  NJ/MORRIS
 KV1291  COUNTRY     -  US
 KV1291  USGS QUAD   -  HACKETTSTOWN (2016)
 KV1291
 KV1291                         *CURRENT SURVEY CONTROL
 KV1291  ______________________________________________________________________
 KV1291* NAD 83(1986) POSITION- 40 46 12.86   (N) 074 49 23.21   (W)   HD_HELD1
 KV1291* NAVD 88 ORTHO HEIGHT -   286.756 (meters)      940.80  (feet) ADJUSTED
 KV1291  ______________________________________________________________________
 KV1291  GEOID HEIGHT    -        -33.253 (meters)                     GEOID18
 KV1291  DYNAMIC HEIGHT  -        286.620 (meters)      940.35  (feet) COMP
 KV1291  MODELED GRAVITY -    980,143.7   (mgal)                       NAVD 88
 KV1291
 KV1291  VERT ORDER      -  SECOND    CLASS 0
 KV1291
 KV1291.The horizontal coordinates were determined by differentially corrected
 KV1291.hand held GPS observations or other comparable positioning techniques
 KV1291.and have an estimated accuracy of +/- 3 meters.
 KV1291
 KV1291.The orthometric height was determined by differential leveling and
 KV1291.adjusted by the NATIONAL GEODETIC SURVEY
 KV1291.in June 1991.
 KV1291
 KV1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1291.GEOID18 height accuracy estimate available here.
 KV1291
 KV1291.Click photographs - Photos may exist for this station.
 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       -   215,085.0     122,723.3     MT  (+/- 3 meters HH1 GPS) 
 KV1291
 KV1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1492713266(NAD 83)
 KV1291
 KV1291                          SUPERSEDED SURVEY CONTROL
 KV1291
 KV1291  NGVD 29 (11/26/84)  286.983  (m)          941.54   (f) ADJUSTED    2 0
 KV1291
 KV1291.Superseded values are not recommended for survey control.
 KV1291
 KV1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1291.See file dsdata.pdf to determine how the superseded data were derived.
 KV1291
 KV1291_MARKER: DB = BENCH MARK DISK
 KV1291_SETTING: 80 = SET IN A BOULDER
 KV1291_STAMPING: N 25 1942
 KV1291_MARK LOGO: CGS
 KV1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1291+STABILITY: SURFACE MOTION
 KV1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1291+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2019
 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  HISTORY     - 20191018 GOOD             NJGS
 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.
 KV1291
 KV1291                          STATION RECOVERY (2019)
 KV1291
 KV1291'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1291'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF CHESTER, 5.8 MI
 KV1291'(9.3 KM) SOUTH OF HACKETTSTOWN AND 3.6 MI (5.8 KM) NORTH OF CALIFON.
 KV1291'
 KV1291'TO REACH, TAKE ROUT 513 NORTH FROM CALIFON TO MIDDLE VALLEY ROAD ON
 KV1291'THE LEFT.  GO 0.60 MI (0.97 KM) TO ZELLERS ROAD.  GO NORTH ON ZELLERS
 KV1291'ROAD TO MONUMENT ON THE RIGHT.
 KV1291'
 KV1291'THE DISK IS SET IN BOULDER ON THE FRONT LAWN OF HOUSE NUMBER 40, 145
 KV1291'FT (44.2 M) NORTH-NORTHEAST OF POLE 25 1/2 GUY POLE WITH CABLE LINE
 KV1291'ATTACHED, 67 FT (20.4 M) EAST OF THE CENTER OF AN 'E' INLET ON THE
 KV1291'WEST SIDE OF ZELLERS ROAD, 56.33 FT (17.2 M) EAST OF THE CENTERLINE OF
 KV1291'ZELLERS ROAD AND 38.75 FT (11.8 M) SOUTH OF A WELL HEAD.  ABOUT 3 FT
 KV1291'(0.9 M) HIGHER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0549 ***********************************************************************
 KV0549  DESIGNATION -  N 26
 KV0549  PID         -  KV0549
 KV0549  STATE/COUNTY-  NJ/MIDDLESEX
 KV0549  COUNTRY     -  US
 KV0549  USGS QUAD   -  BOUND BROOK (2019)
 KV0549
 KV0549                         *CURRENT SURVEY CONTROL
 KV0549  ______________________________________________________________________
 KV0549* NAD 83(1986) POSITION- 40 33 54.     (N) 074 30 12.     (W)   SCALED
 KV0549* NAVD 88 ORTHO HEIGHT -    13.177 (meters)       43.23  (feet) ADJUSTED
 KV0549  ______________________________________________________________________
 KV0549  GEOID HEIGHT    -        -33.107 (meters)                     GEOID18
 KV0549  DYNAMIC HEIGHT  -         13.171 (meters)       43.21  (feet) COMP
 KV0549  MODELED GRAVITY -    980,187.2   (mgal)                       NAVD 88
 KV0549
 KV0549  VERT ORDER      -  FIRST     CLASS II
 KV0549
 KV0549.The horizontal coordinates were scaled from a map and have
 KV0549.an estimated accuracy of +/- 6 seconds.
 KV0549
 KV0549.The orthometric height was determined by differential leveling and
 KV0549.adjusted by the NATIONAL GEODETIC SURVEY
 KV0549.in June 1991.
 KV0549
 KV0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0549.GEOID18 height accuracy estimate available here.
 KV0549
 KV0549.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK420905(NAD 83)
 KV0549
 KV0549                          SUPERSEDED SURVEY CONTROL
 KV0549
 KV0549  NGVD 29 (01/10/92)   13.454  (m)           44.14   (f) ADJUSTED    1 2
 KV0549  NGVD 29 (??/??/87)   13.474  (m)           44.21   (f) SUPERSEDED  1 2
 KV0549
 KV0549.Superseded values are not recommended for survey control.
 KV0549
 KV0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0549.See file dsdata.pdf to determine how the superseded data were derived.
 KV0549
 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 = JULY 24, 2026 22:12:30 EDT
 KV1372 ***********************************************************************
 KV1372  DESIGNATION -  N 27
 KV1372  PID         -  KV1372
 KV1372  STATE/COUNTY-  NJ/HUNTERDON
 KV1372  COUNTRY     -  US
 KV1372  USGS QUAD   -  PITTSTOWN (2019)
 KV1372
 KV1372                         *CURRENT SURVEY CONTROL
 KV1372  ______________________________________________________________________
 KV1372* NAD 83(1986) POSITION- 40 30 16.     (N) 074 54 00.     (W)   SCALED
 KV1372* NAVD 88 ORTHO HEIGHT -   140.530 (meters)      461.06  (feet) ADJUSTED
 KV1372  ______________________________________________________________________
 KV1372  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 KV1372  DYNAMIC HEIGHT  -        140.462 (meters)      460.83  (feet) COMP
 KV1372  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 KV1372
 KV1372  VERT ORDER      -  SECOND    CLASS 0
 KV1372
 KV1372.The horizontal coordinates were scaled from a map and have
 KV1372.an estimated accuracy of +/- 6 seconds.
 KV1372
 KV1372.The orthometric height was determined by differential leveling and
 KV1372.adjusted by the NATIONAL GEODETIC SURVEY
 KV1372.in June 1991.
 KV1372
 KV1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1372.GEOID18 height accuracy estimate available here.
 KV1372
 KV1372.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK084837(NAD 83)
 KV1372
 KV1372                          SUPERSEDED SURVEY CONTROL
 KV1372
 KV1372  NGVD 29 (11/26/84)  140.775  (m)          461.86   (f) ADJUSTED    2 0
 KV1372
 KV1372.Superseded values are not recommended for survey control.
 KV1372
 KV1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1372.See file dsdata.pdf to determine how the superseded data were derived.
 KV1372
 KV1372_MARKER: DB = BENCH MARK DISK
 KV1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1372_STAMPING: N 27 1942
 KV1372_MARK LOGO: CGS
 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  HISTORY     - 20230330 MARK NOT FOUND   NJGS
 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.
 KV1372
 KV1372                          STATION RECOVERY (2023)
 KV1372
 KV1372'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 KV1372'THIS AREA HAS BEEN REDEVELOPED AND FILL HAS BEEN ADDED TO AREA.  POLE
 KV1372'HAS BEEN MOVED AND GRAVEL ROAD NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1205 ***********************************************************************
 KV1205  DESIGNATION -  N 28
 KV1205  PID         -  KV1205
 KV1205  STATE/COUNTY-  NJ/HUNTERDON
 KV1205  COUNTRY     -  US
 KV1205  USGS QUAD   -  HIGH BRIDGE (2016)
 KV1205
 KV1205                         *CURRENT SURVEY CONTROL
 KV1205  ______________________________________________________________________
 KV1205* NAD 83(1986) POSITION- 40 41 39.57   (N) 074 56 17.29   (W)   HD_HELD1
 KV1205* NAVD 88 ORTHO HEIGHT -   137.766 (meters)      451.99  (feet) ADJUSTED
 KV1205  ______________________________________________________________________
 KV1205  GEOID HEIGHT    -        -33.591 (meters)                     GEOID18
 KV1205  DYNAMIC HEIGHT  -        137.703 (meters)      451.78  (feet) COMP
 KV1205  MODELED GRAVITY -    980,164.1   (mgal)                       NAVD 88
 KV1205
 KV1205  VERT ORDER      -  FIRST     CLASS II
 KV1205
 KV1205.The horizontal coordinates were determined by differentially corrected
 KV1205.hand held GPS observations or other comparable positioning techniques
 KV1205.and have an estimated accuracy of +/- 3 meters.
 KV1205
 KV1205.The orthometric height was determined by differential leveling and
 KV1205.adjusted by the NATIONAL GEODETIC SURVEY
 KV1205.in June 1991.
 KV1205
 KV1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1205.GEOID18 height accuracy estimate available here.
 KV1205
 KV1205.Click photographs - Photos may exist for this station.
 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       -   206,697.8     112,971.2     MT  (+/- 3 meters HH1 GPS) 
 KV1205
 KV1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0522604826(NAD 83)
 KV1205
 KV1205                          SUPERSEDED SURVEY CONTROL
 KV1205
 KV1205  NGVD 29 (11/26/84)  137.995  (m)          452.74   (f) ADJUSTED    1 2
 KV1205
 KV1205.Superseded values are not recommended for survey control.
 KV1205
 KV1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1205.See file dsdata.pdf to determine how the superseded data were derived.
 KV1205
 KV1205_MARKER: DB = BENCH MARK DISK
 KV1205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1205_SP_SET: BRIDGE ABUTMENT
 KV1205_STAMPING: N 28 1942
 KV1205_MARK LOGO: CGS
 KV1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1205+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2019
 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  HISTORY     - 20070211 GOOD             GEOCAC
 KV1205  HISTORY     - 20190222 GOOD             BOSWEL
 KV1205  HISTORY     - 20191120 GOOD             NJGS
 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.
 KV1205
 KV1205                          STATION RECOVERY (2007)
 KV1205
 KV1205'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV1205'FROM MAIN STREET IN GLEN GARDNER, TRAVEL EAST ON SANITORIUM ROAD TO
 KV1205'THE BRIDGE AT THE INTERSECTION OF RAILROAD AVENUE. THERE IS NO
 KV1205'PASSENGER SERVICE ON THIS SECTION OF TRACKS.
 KV1205
 KV1205                          STATION RECOVERY (2019)
 KV1205
 KV1205'RECOVERY NOTE BY BOSWELL ENGINEERING 2019 (AB)
 KV1205'RECOVERED IN GOOD CONDITION.
 KV1205
 KV1205                          STATION RECOVERY (2019)
 KV1205
 KV1205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 KV1205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1379 ***********************************************************************
 KV1379  DESIGNATION -  N 29
 KV1379  PID         -  KV1379
 KV1379  STATE/COUNTY-  NJ/HUNTERDON
 KV1379  COUNTRY     -  US
 KV1379  USGS QUAD   -  FLEMINGTON (2019)
 KV1379
 KV1379                         *CURRENT SURVEY CONTROL
 KV1379  ______________________________________________________________________
 KV1379* NAD 83(1986) POSITION- 40 32 16.     (N) 074 50 38.     (W)   SCALED
 KV1379* NAVD 88 ORTHO HEIGHT -    38.535 (meters)      126.43  (feet) ADJUSTED
 KV1379  ______________________________________________________________________
 KV1379  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 KV1379  DYNAMIC HEIGHT  -         38.517 (meters)      126.37  (feet) COMP
 KV1379  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 KV1379
 KV1379  VERT ORDER      -  SECOND    CLASS 0
 KV1379
 KV1379.The horizontal coordinates were scaled from a map and have
 KV1379.an estimated accuracy of +/- 6 seconds.
 KV1379
 KV1379.The orthometric height was determined by differential leveling and
 KV1379.adjusted by the NATIONAL GEODETIC SURVEY
 KV1379.in June 1991.
 KV1379
 KV1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1379.GEOID18 height accuracy estimate available here.
 KV1379
 KV1379.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK132874(NAD 83)
 KV1379
 KV1379                          SUPERSEDED SURVEY CONTROL
 KV1379
 KV1379  NGVD 29 (11/26/84)   38.782  (m)          127.24   (f) ADJUSTED    2 0
 KV1379
 KV1379.Superseded values are not recommended for survey control.
 KV1379
 KV1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1379.See file dsdata.pdf to determine how the superseded data were derived.
 KV1379
 KV1379_MARKER: DB = BENCH MARK DISK
 KV1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1379_STAMPING: N 29 1942
 KV1379_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0548 ***********************************************************************
 JU0548  DESIGNATION -  N 3
 JU0548  PID         -  JU0548
 JU0548  STATE/COUNTY-  NJ/CAMDEN
 JU0548  COUNTRY     -  US
 JU0548  USGS QUAD   -  WILLIAMSTOWN (2019)
 JU0548
 JU0548                         *CURRENT SURVEY CONTROL
 JU0548  ______________________________________________________________________
 JU0548* NAD 83(1986) POSITION- 39 44 35.     (N) 074 55 31.     (W)   SCALED
 JU0548* NAVD 88 ORTHO HEIGHT -    46.707 (meters)      153.24  (feet) POSTED
 JU0548  ______________________________________________________________________
 JU0548  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 JU0548  DYNAMIC HEIGHT  -         46.68  (meters)      153.1   (feet) COMP
 JU0548  MODELED GRAVITY -    980,143.8   (mgal)                       NAVD 88
 JU0548
 JU0548  VERT ORDER      -  * POSTED, SEE BELOW
 JU0548
 JU0548.The horizontal coordinates were scaled from a 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
 JU0548.* This is a POSTED BENCH MARK height.
 JU0548
 JU0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0548.GEOID18 height accuracy estimate available here.
 JU0548
 JU0548.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ064992(NAD 83)
 JU0548
 JU0548                          SUPERSEDED SURVEY CONTROL
 JU0548
 JU0548  NGVD 29 (11/26/84)   47.073  (m)          154.44   (f) ADJUSTED    1 2
 JU0548
 JU0548.Superseded values are not recommended for survey control.
 JU0548
 JU0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0548.See file dsdata.pdf to determine how the superseded data were derived.
 JU0548
 JU0548_MARKER: DB = BENCH MARK DISK
 JU0548_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0548+WITH SETTING: PAVEMENT
 JU0548_SP_SET: SIGNAL FOUNDATION
 JU0548_STAMPING: 154.439 N 3 1924
 JU0548_MARK LOGO: CGS
 JU0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0548+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 LY0779 ***********************************************************************
 LY0779  DESIGNATION -  N 30
 LY0779  PID         -  LY0779
 LY0779  STATE/COUNTY-  NJ/SUSSEX
 LY0779  COUNTRY     -  US
 LY0779  USGS QUAD   -  CULVERS GAP (2019)
 LY0779
 LY0779                         *CURRENT SURVEY CONTROL
 LY0779  ______________________________________________________________________
 LY0779* NAD 83(1986) POSITION- 41 07 32.     (N) 074 47 27.     (W)   SCALED
 LY0779* NAVD 88 ORTHO HEIGHT -   276.127 (meters)      905.93  (feet) ADJUSTED
 LY0779  ______________________________________________________________________
 LY0779  GEOID HEIGHT    -        -32.673 (meters)                     GEOID18
 LY0779  DYNAMIC HEIGHT  -        276.006 (meters)      905.53  (feet) COMP
 LY0779  MODELED GRAVITY -    980,180.2   (mgal)                       NAVD 88
 LY0779
 LY0779  VERT ORDER      -  SECOND    CLASS 0
 LY0779
 LY0779.The horizontal coordinates were scaled from a map and have
 LY0779.an estimated accuracy of +/- 6 seconds.
 LY0779
 LY0779.The orthometric height was determined by differential leveling and
 LY0779.adjusted by the NATIONAL GEODETIC SURVEY
 LY0779.in June 1991.
 LY0779
 LY0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0779.GEOID18 height accuracy estimate available here.
 LY0779
 LY0779.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL175527(NAD 83)
 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
 LY0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0779.See file dsdata.pdf to determine how the superseded data were derived.
 LY0779
 LY0779_MARKER: DB = BENCH MARK DISK
 LY0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0779_STAMPING: N 30 1942
 LY0779_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0485 ***********************************************************************
 LY0485  DESIGNATION -  N 31
 LY0485  PID         -  LY0485
 LY0485  STATE/COUNTY-  NJ/PASSAIC
 LY0485  COUNTRY     -  US
 LY0485  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY0485
 LY0485                         *CURRENT SURVEY CONTROL
 LY0485  ______________________________________________________________________
 LY0485* NAD 83(1986) POSITION- 41 09 19.3    (N) 074 21 45.1    (W)   HD_HELD2
 LY0485* NAVD 88 ORTHO HEIGHT -   215.494 (meters)      707.00  (feet) ADJUSTED
 LY0485  ______________________________________________________________________
 LY0485  GEOID HEIGHT    -        -32.162 (meters)                     GEOID18
 LY0485  DYNAMIC HEIGHT  -        215.399 (meters)      706.69  (feet) COMP
 LY0485  MODELED GRAVITY -    980,179.0   (mgal)                       NAVD 88
 LY0485
 LY0485  VERT ORDER      -  FIRST     CLASS II
 LY0485
 LY0485.The horizontal coordinates were established by autonomous hand held GPS
 LY0485.observations and have an estimated accuracy of +/- 10 meters.
 LY0485
 LY0485.The orthometric height was determined by differential leveling and
 LY0485.adjusted by the NATIONAL GEODETIC SURVEY
 LY0485.in June 1991.
 LY0485
 LY0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0485.GEOID18 height accuracy estimate available here.
 LY0485
 LY0485.Click photographs - Photos may exist for this station.
 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       -   257,809.      161,538.      MT  (+/- 10 meters HH2 GPS)
 LY0485
 LY0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5348656199(NAD 83)
 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
 LY0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0485.See file dsdata.pdf to determine how the superseded data were derived.
 LY0485
 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 = JULY 24, 2026 22:12:30 EDT
 LY0841 ***********************************************************************
 LY0841  DESIGNATION -  N 32
 LY0841  PID         -  LY0841
 LY0841  STATE/COUNTY-  NJ/SUSSEX
 LY0841  COUNTRY     -  US
 LY0841  USGS QUAD   -  HAMBURG (2019)
 LY0841
 LY0841                         *CURRENT SURVEY CONTROL
 LY0841  ______________________________________________________________________
 LY0841* NAD 83(2011) POSITION- 41 09 59.86464(N) 074 33 19.30940(W)   ADJUSTED
 LY0841* NAD 83(2011) ELLIP HT-   112.349 (meters)        (06/27/12)   ADJUSTED
 LY0841* NAD 83(2011) EPOCH   -  2010.00
 LY0841* NAVD 88 ORTHO HEIGHT -   144.771 (meters)      474.97  (feet) ADJUSTED
 LY0841  ______________________________________________________________________
 LY0841  GEOID HEIGHT    -        -32.410 (meters)                     GEOID18
 LY0841  NAD 83(2011) X  -  1,280,541.726 (meters)                     COMP
 LY0841  NAD 83(2011) Y  - -4,634,870.895 (meters)                     COMP
 LY0841  NAD 83(2011) Z  -  4,176,445.440 (meters)                     COMP
 LY0841  LAPLACE CORR    -          4.27  (seconds)                    DEFLEC18
 LY0841  DYNAMIC HEIGHT  -        144.710 (meters)      474.77  (feet) COMP
 LY0841  MODELED GRAVITY -    980,196.9   (mgal)                       NAVD 88
 LY0841
 LY0841  VERT ORDER      -  SECOND    CLASS 0
 LY0841
 LY0841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 LY0841  Standards:
 LY0841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 LY0841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 LY0841  -------------------------------------------------------------------
 LY0841  NETWORK    0.70   1.33           0.28   0.29   0.68      0.13288147
 LY0841  -------------------------------------------------------------------
 LY0841  Click here for local accuracies and other accuracy information.
 LY0841
 LY0841.The horizontal coordinates were established by GPS observations
 LY0841.and adjusted by the National Geodetic Survey in June 2012.
 LY0841
 LY0841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 LY0841.been affixed to the stable North American tectonic plate. See 
 LY0841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 LY0841
 LY0841.The horizontal coordinates are valid at the epoch date displayed above
 LY0841.which is a decimal equivalence of Year/Month/Day.
 LY0841
 LY0841.The orthometric height was determined by differential leveling and
 LY0841.adjusted by the NATIONAL GEODETIC SURVEY
 LY0841.in June 1991.
 LY0841
 LY0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0841.GEOID18 height accuracy estimate available here.
 LY0841
 LY0841.Click photographs - Photos may exist for this station.
 LY0841
 LY0841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0841
 LY0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY0841
 LY0841.The ellipsoidal height was determined by GPS observations
 LY0841.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 LY0841
 LY0841;                    North         East     Units Scale Factor Converg.
 LY0841;SPC NJ       -   259,052.269   145,354.178   MT  0.99990027   -0 02 11.2
 LY0841;SPC NJ       -   849,907.32    476,882.83   sFT  0.99990027   -0 02 11.2
 LY0841;UTM  18      - 4,557,350.008   537,300.309   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  =   0.99959950
 LY0841
 LY0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3730057350(NAD 83)
 LY0841
 LY0841                          SUPERSEDED SURVEY CONTROL
 LY0841
 LY0841  NAD 83(2007)-  41 09 59.86488(N)    074 33 19.31030(W) AD(2002.00) 0
 LY0841  ELLIP H (02/10/07)  112.360  (m)                       GP(2002.00)    
 LY0841  ELLIP H (10/23/02)  112.342  (m)                       GP(       ) 4 1
 LY0841  NAD 83(1996)-  41 09 59.86490(N)    074 33 19.31019(W) AD(       ) 1
 LY0841  ELLIP H (05/14/99)  112.350  (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             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
 LY0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0841.See file dsdata.pdf to determine how the superseded data were derived.
 LY0841
 LY0841_MARKER: DB = BENCH MARK DISK
 LY0841_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0841_SP_SET: 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 - July 22, 2019
 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  HISTORY     - 20190722 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.
 LY0841
 LY0841                          STATION RECOVERY (2019)
 LY0841
 LY0841'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 LY0841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0819 ***********************************************************************
 LY0819  DESIGNATION -  N 34
 LY0819  PID         -  LY0819
 LY0819  STATE/COUNTY-  NJ/SUSSEX
 LY0819  COUNTRY     -  US
 LY0819  USGS QUAD   -  BRANCHVILLE (2019)
 LY0819
 LY0819                         *CURRENT SURVEY CONTROL
 LY0819  ______________________________________________________________________
 LY0819* NAD 83(1986) POSITION- 41 13 34.     (N) 074 41 48.     (W)   SCALED
 LY0819* NAVD 88 ORTHO HEIGHT -   289.616 (meters)      950.18  (feet) ADJUSTED
 LY0819  ______________________________________________________________________
 LY0819  GEOID HEIGHT    -        -32.385 (meters)                     GEOID18
 LY0819  DYNAMIC HEIGHT  -        289.487 (meters)      949.76  (feet) COMP
 LY0819  MODELED GRAVITY -    980,169.9   (mgal)                       NAVD 88
 LY0819
 LY0819  VERT ORDER      -  SECOND    CLASS 0
 LY0819
 LY0819.The horizontal coordinates were scaled from a map and have
 LY0819.an estimated accuracy of +/- 6 seconds.
 LY0819
 LY0819.The orthometric height was determined by differential leveling and
 LY0819.adjusted by the NATIONAL GEODETIC SURVEY
 LY0819.in June 1991.
 LY0819
 LY0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0819.GEOID18 height accuracy estimate available here.
 LY0819
 LY0819.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL254639(NAD 83)
 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
 LY0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0819.See file dsdata.pdf to determine how the superseded data were derived.
 LY0819
 LY0819_MARKER: DB = BENCH MARK DISK
 LY0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0819_STAMPING: N 34 1942
 LY0819_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0744 ***********************************************************************
 KV0744  DESIGNATION -  N 36
 KV0744  PID         -  KV0744
 KV0744  STATE/COUNTY-  NJ/MONMOUTH
 KV0744  COUNTRY     -  US
 KV0744  USGS QUAD   -  KEYPORT (2016)
 KV0744
 KV0744                         *CURRENT SURVEY CONTROL
 KV0744  ______________________________________________________________________
 KV0744* NAD 83(1986) POSITION- 40 26 32.     (N) 074 10 20.     (W)   SCALED
 KV0744* NAVD 88 ORTHO HEIGHT -     2.534 (meters)        8.31  (feet) ADJUSTED
 KV0744  ______________________________________________________________________
 KV0744  GEOID HEIGHT    -        -32.349 (meters)                     GEOID18
 KV0744  DYNAMIC HEIGHT  -          2.533 (meters)        8.31  (feet) COMP
 KV0744  MODELED GRAVITY -    980,223.2   (mgal)                       NAVD 88
 KV0744
 KV0744  VERT ORDER      -  FIRST     CLASS II
 KV0744
 KV0744.The horizontal coordinates were scaled from a map and have
 KV0744.an estimated accuracy of +/- 6 seconds.
 KV0744
 KV0744.The orthometric height was determined by differential leveling and
 KV0744.adjusted by the NATIONAL GEODETIC SURVEY
 KV0744.in June 1991.
 KV0744
 KV0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0744.GEOID18 height accuracy estimate available here.
 KV0744
 KV0744.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK702771(NAD 83)
 KV0744
 KV0744                          SUPERSEDED SURVEY CONTROL
 KV0744
 KV0744  NGVD 29 (04/16/92)    2.797  (m)            9.18   (f) ADJUSTED    1 2
 KV0744  NGVD 29 (??/??/87)    2.899  (m)            9.51   (f) SUPERSEDED  1 2
 KV0744
 KV0744.Superseded values are not recommended for survey control.
 KV0744
 KV0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0744.See file dsdata.pdf to determine how the superseded data were derived.
 KV0744
 KV0744_MARKER: DB = BENCH MARK DISK
 KV0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0744_STAMPING: N 36 1952
 KV0744_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0332 ***********************************************************************
 KV0332  DESIGNATION -  N 38
 KV0332  PID         -  KV0332
 KV0332  STATE/COUNTY-  NJ/HUDSON
 KV0332  COUNTRY     -  US
 KV0332  USGS QUAD   -  ELIZABETH (2016)
 KV0332
 KV0332                         *CURRENT SURVEY CONTROL
 KV0332  ______________________________________________________________________
 KV0332* NAD 83(1986) POSITION- 40 39 15.     (N) 074 07 36.     (W)   SCALED
 KV0332* NAVD 88 ORTHO HEIGHT -     8.087 (meters)       26.53  (feet) ADJUSTED
 KV0332  ______________________________________________________________________
 KV0332  GEOID HEIGHT    -        -32.202 (meters)                     GEOID18
 KV0332  DYNAMIC HEIGHT  -          8.084 (meters)       26.52  (feet) COMP
 KV0332  MODELED GRAVITY -    980,229.4   (mgal)                       NAVD 88
 KV0332
 KV0332  VERT ORDER      -  FIRST     CLASS II
 KV0332
 KV0332.The horizontal coordinates were scaled from a map and have
 KV0332.an estimated accuracy of +/- 6 seconds.
 KV0332
 KV0332.The orthometric height was determined by differential leveling and
 KV0332.adjusted by the NATIONAL GEODETIC SURVEY
 KV0332.in June 1991.
 KV0332
 KV0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0332.GEOID18 height accuracy estimate available here.
 KV0332
 KV0332.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL738007(NAD 83)
 KV0332
 KV0332                          SUPERSEDED SURVEY CONTROL
 KV0332
 KV0332  NGVD 29 (04/16/92)    8.425  (m)           27.64   (f) ADJUSTED    1 2
 KV0332  NGVD 29 (??/??/87)    8.431  (m)           27.66   (f) SUPERSEDED  1 2
 KV0332
 KV0332.Superseded values are not recommended for survey control.
 KV0332
 KV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0332.See file dsdata.pdf to determine how the superseded data were derived.
 KV0332
 KV0332_MARKER: DB = BENCH MARK DISK
 KV0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0332_SP_SET: ABUTMENT
 KV0332_STAMPING: N 38 1952
 KV0332_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KU1614 ***********************************************************************
 KU1614  DESIGNATION -  N 40
 KU1614  PID         -  KU1614
 KU1614  STATE/COUNTY-  NJ/BERGEN
 KU1614  COUNTRY     -  US
 KU1614  USGS QUAD   -  YONKERS (2019)
 KU1614
 KU1614                         *CURRENT SURVEY CONTROL
 KU1614  ______________________________________________________________________
 KU1614* NAD 83(1986) POSITION- 40 54 40.9    (N) 073 59 49.7    (W)   HD_HELD2
 KU1614* NAVD 88 ORTHO HEIGHT -    32.756 (meters)      107.47  (feet) ADJUSTED
 KU1614  ______________________________________________________________________
 KU1614  GEOID HEIGHT    -        -31.678 (meters)                     GEOID18
 KU1614  DYNAMIC HEIGHT  -         32.744 (meters)      107.43  (feet) COMP
 KU1614  MODELED GRAVITY -    980,249.0   (mgal)                       NAVD 88
 KU1614
 KU1614  VERT ORDER      -  SECOND    CLASS 0
 KU1614
 KU1614.The horizontal coordinates were established by autonomous hand held GPS
 KU1614.observations and have an estimated accuracy of +/- 10 meters.
 KU1614
 KU1614.The orthometric height was determined by differential leveling and
 KU1614.adjusted by the NATIONAL GEODETIC SURVEY
 KU1614.in June 1991.
 KU1614
 KU1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1614.GEOID18 height accuracy estimate available here.
 KU1614
 KU1614.Click photographs - Photos may exist for this station.
 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       -   230,827.      192,361.      MT  (+/- 10 meters HH2 GPS)
 KU1614
 KU1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8445529401(NAD 83)
 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
 KU1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1614.See file dsdata.pdf to determine how the superseded data were derived.
 KU1614
 KU1614_MARKER: DB = BENCH MARK DISK
 KU1614_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU1614_SP_SET: CATCH BASIN
 KU1614_STAMPING: N 40 1956
 KU1614_MARK LOGO: CGS
 KU1614_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1614+STABILITY: SURFACE MOTION
 KU1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1614+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2016
 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  HISTORY     - 20090811 GOOD             BOSWEL
 KU1614  HISTORY     - 20160930 GOOD             BOSWEL
 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.
 KU1614
 KU1614                          STATION RECOVERY (2009)
 KU1614
 KU1614'RECOVERY NOTE BY BOSWELL ENGINEERING 2009 (LB)
 KU1614'RECOVERED IN GOOD CONDITION.
 KU1614
 KU1614                          STATION RECOVERY (2016)
 KU1614
 KU1614'RECOVERY NOTE BY BOSWELL ENGINEERING 2016 (RRR)
 KU1614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1099 ***********************************************************************
 KV1099  DESIGNATION -  N 41
 KV1099  PID         -  KV1099
 KV1099  STATE/COUNTY-  NJ/MERCER
 KV1099  COUNTRY     -  US
 KV1099  USGS QUAD   -  PENNINGTON (2019)
 KV1099
 KV1099                         *CURRENT SURVEY CONTROL
 KV1099  ______________________________________________________________________
 KV1099* NAD 83(1986) POSITION- 40 17 00.     (N) 074 48 39.     (W)   SCALED
 KV1099* NAVD 88 ORTHO HEIGHT -    61.729 (meters)      202.52  (feet) ADJUSTED
 KV1099  ______________________________________________________________________
 KV1099  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 KV1099  DYNAMIC HEIGHT  -         61.700 (meters)      202.43  (feet) COMP
 KV1099  MODELED GRAVITY -    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 map and have
 KV1099.an estimated accuracy of +/- 6 seconds.
 KV1099
 KV1099.The orthometric height was determined by differential leveling and
 KV1099.adjusted by the NATIONAL GEODETIC SURVEY
 KV1099.in June 1991.
 KV1099
 KV1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1099.GEOID18 height accuracy estimate available here.
 KV1099
 KV1099.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK160592(NAD 83)
 KV1099
 KV1099                          SUPERSEDED SURVEY CONTROL
 KV1099
 KV1099  NGVD 29 (11/26/84)   62.027  (m)          203.50   (f) ADJUSTED    2 0
 KV1099
 KV1099.Superseded values are not recommended for survey control.
 KV1099
 KV1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1099.See file dsdata.pdf to determine how the superseded data were derived.
 KV1099
 KV1099_MARKER: DB = BENCH MARK DISK
 KV1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1099_SP_SET: BUILDING
 KV1099_STAMPING: N 41 1963
 KV1099_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KU0810 ***********************************************************************
 KU0810  DESIGNATION -  N 5
 KU0810  PID         -  KU0810
 KU0810  STATE/COUNTY-  NJ/MONMOUTH
 KU0810  COUNTRY     -  US
 KU0810  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0810
 KU0810                         *CURRENT SURVEY CONTROL
 KU0810  ______________________________________________________________________
 KU0810* NAD 83(1986) POSITION- 40 16 57.     (N) 073 59 23.     (W)   SCALED
 KU0810* NAVD 88 ORTHO HEIGHT -     7.606 (meters)       24.95  (feet) POSTED
 KU0810  ______________________________________________________________________
 KU0810  GEOID HEIGHT    -        -32.753 (meters)                     GEOID18
 KU0810  DYNAMIC HEIGHT  -          7.60  (meters)       24.9   (feet) COMP
 KU0810  MODELED GRAVITY -    980,175.0   (mgal)                       NAVD 88
 KU0810
 KU0810  VERT ORDER      -  * POSTED, SEE BELOW
 KU0810
 KU0810.The horizontal coordinates were scaled from a 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
 KU0810.* This is a POSTED BENCH MARK height.
 KU0810
 KU0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0810.GEOID18 height accuracy estimate available here.
 KU0810
 KU0810.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK858596(NAD 83)
 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
 KU0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0810.See file dsdata.pdf to determine how the superseded data were derived.
 KU0810
 KU0810_MARKER: DB = BENCH MARK DISK
 KU0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0810_STAMPING: 26.208 N 5 1930
 KU0810_MARK LOGO: CGS
 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             CGS
 KU0810  HISTORY     - 1964     MARK NOT FOUND   CGS
 KU0810  HISTORY     - 19920604 MARK NOT FOUND   USPSQD
 KU0810  HISTORY     - 20080421 MARK NOT FOUND   NJGS
 KU0810
 KU0810                          STATION DESCRIPTION
 KU0810
 KU0810'DESCRIBED BY COAST AND 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 COAST AND 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.
 KU0810
 KU0810                          STATION RECOVERY (2008)
 KU0810
 KU0810'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KU0810'THE RAILROAD STATION IS GONE.  THE MARK WAS NOT FOUND
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0923 ***********************************************************************
 KV0923  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0923  DESIGNATION -  N 53
 KV0923  PID         -  KV0923
 KV0923  STATE/COUNTY-  NJ/MIDDLESEX
 KV0923  COUNTRY     -  US
 KV0923  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0923
 KV0923                         *CURRENT SURVEY CONTROL
 KV0923  ______________________________________________________________________
 KV0923* NAD 83(1986) POSITION- 40 28 16.     (N) 074 20 42.     (W)   SCALED
 KV0923* NAVD 88 ORTHO HEIGHT -     3.736 (meters)       12.26  (feet) ADJUSTED
 KV0923  ______________________________________________________________________
 KV0923  GEOID HEIGHT    -        -32.630 (meters)                     GEOID18
 KV0923  DYNAMIC HEIGHT  -          3.735 (meters)       12.25  (feet) COMP
 KV0923  MODELED GRAVITY -    980,205.2   (mgal)                       NAVD 88
 KV0923
 KV0923  VERT ORDER      -  SECOND    CLASS 0
 KV0923
 KV0923.The horizontal coordinates were scaled from a map and have
 KV0923.an estimated accuracy of +/- 6 seconds.
 KV0923
 KV0923.The orthometric height was determined by differential leveling and
 KV0923.adjusted by the NATIONAL GEODETIC SURVEY
 KV0923.in June 1991.
 KV0923
 KV0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0923.GEOID18 height accuracy estimate available here.
 KV0923
 KV0923.This Tidal Bench Mark is designated as VM 2528
 KV0923.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0923
 KV0923.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK555802(NAD 83)
 KV0923
 KV0923                          SUPERSEDED SURVEY CONTROL
 KV0923
 KV0923  NGVD 29 (04/16/92)    4.034  (m)           13.23   (f) ADJUSTED    2 0
 KV0923  NGVD 29 (??/??/87)    4.082  (m)           13.39   (f) SUPERSEDED  2 0
 KV0923
 KV0923.Superseded values are not recommended for survey control.
 KV0923
 KV0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0923.See file dsdata.pdf to determine how the superseded data were derived.
 KV0923
 KV0923_MARKER: DB = BENCH MARK DISK
 KV0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0923_SP_SET: BRIDGE GUARD RAIL
 KV0923_STAMPING: N 53 1961
 KV0923_MARK LOGO: CGS
 KV0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0923
 KV0923  HISTORY     - Date     Condition        Report By
 KV0923  HISTORY     - 1961     MONUMENTED       CGS
 KV0923  HISTORY     - 20211019 SEE DESCRIPTION  NJGS
 KV0923  HISTORY     - 20220401 MARK NOT FOUND   NJGS
 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.
 KV0923
 KV0923                          STATION RECOVERY (2021)
 KV0923
 KV0923'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0923'SHORT CONCRETE BRIDGE WAS DESTROYED.  THE BRIDGE WAS REPLACED WITH NEW
 KV0923'UNDERGROUND DRAINAGE PIPES THAT TIE INTERNATIONAL INLETS ON BOTH SIDES
 KV0923'OF MAIN STREET.  MONUMENT WAS NOT FOUND AND PROBABLY DESTROYED.
 KV0923
 KV0923                          STATION RECOVERY (2022)
 KV0923
 KV0923'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (RJK)
 KV0923'THE STATION WAS NOT FOUND.  AREA HAS CHANGED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0856 ***********************************************************************
 KV0856  DESIGNATION -  N 54
 KV0856  PID         -  KV0856
 KV0856  STATE/COUNTY-  NJ/OCEAN
 KV0856  COUNTRY     -  US
 KV0856  USGS QUAD   -  POINT PLEASANT (2019)
 KV0856
 KV0856                         *CURRENT SURVEY CONTROL
 KV0856  ______________________________________________________________________
 KV0856* NAD 83(1986) POSITION- 40 03 20.     (N) 074 02 52.     (W)   SCALED
 KV0856* NAVD 88 ORTHO HEIGHT -     0.898 (meters)        2.95  (feet) ADJUSTED
 KV0856  ______________________________________________________________________
 KV0856  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 KV0856  DYNAMIC HEIGHT  -          0.897 (meters)        2.94  (feet) COMP
 KV0856  MODELED GRAVITY -    980,158.6   (mgal)                       NAVD 88
 KV0856
 KV0856  VERT ORDER      -  FIRST     CLASS I
 KV0856
 KV0856.The horizontal coordinates were scaled from a map and have
 KV0856.an estimated accuracy of +/- 6 seconds.
 KV0856
 KV0856.The orthometric height was determined by differential leveling and
 KV0856.adjusted by the NATIONAL GEODETIC SURVEY
 KV0856.in June 1991.
 KV0856
 KV0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0856.GEOID18 height accuracy estimate available here.
 KV0856
 KV0856.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812343(NAD 83)
 KV0856
 KV0856                          SUPERSEDED SURVEY CONTROL
 KV0856
 KV0856  NGVD 29 (04/16/92)    1.238  (m)            4.06   (f) ADJUSTED    1 1
 KV0856  NGVD 29 (01/10/92)    1.238  (m)            4.06   (f) SUPERSEDED  1 1
 KV0856  NGVD 29 (??/??/87)    1.301  (m)            4.27   (f) SUPERSEDED  1 1
 KV0856
 KV0856.Superseded values are not recommended for survey control.
 KV0856
 KV0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0856.See file dsdata.pdf to determine how the superseded data were derived.
 KV0856
 KV0856_STAMPING: N 54 1961
 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  HISTORY     - 20160411 MARK NOT FOUND   NJGS
 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.
 KV0856
 KV0856                          STATION RECOVERY (2016)
 KV0856
 KV0856'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV0856'THE STRUCTURE, SIDEWALK, INTO WHICH THE STATION WAS SET HAS BEEN
 KV0856'REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0242 ***********************************************************************
 JU0242  DESIGNATION -  N 55
 JU0242  PID         -  JU0242
 JU0242  STATE/COUNTY-  NJ/OCEAN
 JU0242  COUNTRY     -  US
 JU0242  USGS QUAD   -  TUCKERTON (2019)
 JU0242
 JU0242                         *CURRENT SURVEY CONTROL
 JU0242  ______________________________________________________________________
 JU0242* NAD 83(1986) POSITION- 39 31 18.     (N) 074 19 08.     (W)   SCALED
 JU0242* NAVD 88 ORTHO HEIGHT -     1.930 (meters)        6.33  (feet) ADJUSTED
 JU0242  ______________________________________________________________________
 JU0242  GEOID HEIGHT    -        -33.868 (meters)                     GEOID18
 JU0242  DYNAMIC HEIGHT  -          1.929 (meters)        6.33  (feet) COMP
 JU0242  MODELED GRAVITY -    980,133.4   (mgal)                       NAVD 88
 JU0242
 JU0242  VERT ORDER      -  SECOND    CLASS 0
 JU0242
 JU0242.The horizontal coordinates were scaled from a map and have
 JU0242.an estimated accuracy of +/- 6 seconds.
 JU0242
 JU0242.The orthometric height was determined by differential leveling and
 JU0242.adjusted by the NATIONAL GEODETIC SURVEY
 JU0242.in June 1991.
 JU0242
 JU0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0242.GEOID18 height accuracy estimate available here.
 JU0242
 JU0242.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ585748(NAD 83)
 JU0242
 JU0242                          SUPERSEDED SURVEY CONTROL
 JU0242
 JU0242  NGVD 29 (11/26/84)    2.317  (m)            7.60   (f) ADJUSTED    2 0
 JU0242
 JU0242.Superseded values are not recommended for survey control.
 JU0242
 JU0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0242.See file dsdata.pdf to determine how the superseded data were derived.
 JU0242
 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 = JULY 24, 2026 22:12:30 EDT
 JU0487 ***********************************************************************
 JU0487  DESIGNATION -  N 56
 JU0487  PID         -  JU0487
 JU0487  STATE/COUNTY-  NJ/CAPE MAY
 JU0487  COUNTRY     -  US
 JU0487  USGS QUAD   -  OCEAN CITY (2019)
 JU0487
 JU0487                         *CURRENT SURVEY CONTROL
 JU0487  ______________________________________________________________________
 JU0487* NAD 83(1986) POSITION- 39 16 53.     (N) 074 34 00.     (W)   SCALED
 JU0487* NAVD 88 ORTHO HEIGHT -     2.631 (meters)        8.63  (feet) ADJUSTED
 JU0487  ______________________________________________________________________
 JU0487  GEOID HEIGHT    -        -34.621 (meters)                     GEOID18
 JU0487  DYNAMIC HEIGHT  -          2.630 (meters)        8.63  (feet) COMP
 JU0487  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 JU0487
 JU0487  VERT ORDER      -  FIRST     CLASS II
 JU0487
 JU0487.The horizontal coordinates were scaled from a map and have
 JU0487.an estimated accuracy of +/- 6 seconds.
 JU0487
 JU0487.The orthometric height was determined by differential leveling and
 JU0487.adjusted by the NATIONAL GEODETIC SURVEY
 JU0487.in June 1991.
 JU0487
 JU0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0487.GEOID18 height accuracy estimate available here.
 JU0487
 JU0487.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ373480(NAD 83)
 JU0487
 JU0487                          SUPERSEDED SURVEY CONTROL
 JU0487
 JU0487  NGVD 29 (04/16/92)    3.022  (m)            9.91   (f) ADJUSTED    1 2
 JU0487  NGVD 29 (01/10/92)    3.022  (m)            9.91   (f) SUPERSEDED  1 2
 JU0487  NGVD 29 (??/??/87)    3.044  (m)            9.99   (f) SUPERSEDED  1 2
 JU0487
 JU0487.Superseded values are not recommended for survey control.
 JU0487
 JU0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0487.See file dsdata.pdf to determine how the superseded data were derived.
 JU0487
 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  HISTORY     - 20090520 MARK NOT FOUND   INDIV
 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.
 JU0487
 JU0487                          STATION RECOVERY (2009)
 JU0487
 JU0487'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU0487'THE SCHOOL WAS DEMOLISHED IN 1988 AND THE STATION IS LOST. THE SITE IS
 JU0487'NOW LAKE MEMORIAL PARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0428 ***********************************************************************
 JU0428  DESIGNATION -  N 58
 JU0428  PID         -  JU0428
 JU0428  STATE/COUNTY-  NJ/CAPE MAY
 JU0428  COUNTRY     -  US
 JU0428  USGS QUAD   -  STONE HARBOR (2019)
 JU0428
 JU0428                         *CURRENT SURVEY CONTROL
 JU0428  ______________________________________________________________________
 JU0428* NAD 83(1986) POSITION- 39 01 44.06   (N) 074 51 47.21   (W)   HD_HELD1
 JU0428* NAVD 88 ORTHO HEIGHT -     5.352 (meters)       17.56  (feet) ADJUSTED
 JU0428  ______________________________________________________________________
 JU0428  GEOID HEIGHT    -        -35.319 (meters)                     GEOID18
 JU0428  DYNAMIC HEIGHT  -          5.349 (meters)       17.55  (feet) COMP
 JU0428  MODELED GRAVITY -    980,058.9   (mgal)                       NAVD 88
 JU0428
 JU0428  VERT ORDER      -  FIRST     CLASS II
 JU0428
 JU0428.The horizontal coordinates were determined by differentially corrected
 JU0428.hand held GPS observations or other comparable positioning techniques
 JU0428.and have an estimated accuracy of +/- 3 meters.
 JU0428
 JU0428.The orthometric height was determined by differential leveling and
 JU0428.adjusted by the NATIONAL GEODETIC SURVEY
 JU0428.in June 1991.
 JU0428
 JU0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0428.GEOID18 height accuracy estimate available here.
 JU0428
 JU0428.Click photographs - Photos may exist for this station.
 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       -    21,771.9     118,560.7     MT  (+/- 3 meters HH1 GPS) 
 JU0428
 JU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1184819993(NAD 83)
 JU0428
 JU0428                          SUPERSEDED SURVEY CONTROL
 JU0428
 JU0428  NGVD 29 (04/16/92)    5.756  (m)           18.88   (f) ADJUSTED    1 2
 JU0428  NGVD 29 (01/10/92)    5.756  (m)           18.88   (f) SUPERSEDED  1 2
 JU0428  NGVD 29 (??/??/87)    5.756  (m)           18.88   (f) SUPERSEDED  1 2
 JU0428
 JU0428.Superseded values are not recommended for survey control.
 JU0428
 JU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0428.See file dsdata.pdf to determine how the superseded data were derived.
 JU0428
 JU0428_MARKER: DB = BENCH MARK DISK
 JU0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0428_STAMPING: N 58 1961
 JU0428_MARK LOGO: CGS
 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  HISTORY     - 20081014 GOOD             GEOCAC
 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.
 JU0428
 JU0428                          STATION RECOVERY (2008)
 JU0428
 JU0428'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 JU0428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0984 ***********************************************************************
 JU0984  DESIGNATION -  N 59
 JU0984  PID         -  JU0984
 JU0984  STATE/COUNTY-  NJ/CUMBERLAND
 JU0984  COUNTRY     -  US
 JU0984  USGS QUAD   -  MILLVILLE (2019)
 JU0984
 JU0984                         *CURRENT SURVEY CONTROL
 JU0984  ______________________________________________________________________
 JU0984* NAD 83(1986) POSITION- 39 24 51.31   (N) 075 02 23.98   (W)   HD_HELD1
 JU0984* NAVD 88 ORTHO HEIGHT -    14.017 (meters)       45.99  (feet) ADJUSTED
 JU0984  ______________________________________________________________________
 JU0984  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 JU0984  DYNAMIC HEIGHT  -         14.010 (meters)       45.96  (feet) COMP
 JU0984  MODELED GRAVITY -    980,122.4   (mgal)                       NAVD 88
 JU0984
 JU0984  VERT ORDER      -  FIRST     CLASS II
 JU0984
 JU0984.The horizontal coordinates were determined by differentially corrected
 JU0984.hand held GPS observations or other comparable positioning techniques
 JU0984.and have an estimated accuracy of +/- 3 meters.
 JU0984
 JU0984.The orthometric height was determined by differential leveling and
 JU0984.adjusted by the NATIONAL GEODETIC SURVEY
 JU0984.in June 2007.
 JU0984
 JU0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0984.GEOID18 height accuracy estimate available here.
 JU0984
 JU0984.Click photographs - Photos may exist for this station.
 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       -    64,625.1     103,500.7     MT  (+/- 3 meters HH1 GPS) 
 JU0984
 JU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9655762749(NAD 83)
 JU0984
 JU0984                          SUPERSEDED SURVEY CONTROL
 JU0984
 JU0984  NAVD 88 (06/15/91)   14.028  (m)           46.02   (f) SUPERSEDED  2 0
 JU0984  NGVD 29 (04/16/92)   14.359  (m)           47.11   (f) ADJUSTED    2 0
 JU0984  NGVD 29 (??/??/87)   14.427  (m)           47.33   (f) SUPERSEDED  2 0
 JU0984
 JU0984.Superseded values are not recommended for survey control.
 JU0984
 JU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0984.See file dsdata.pdf to determine how the superseded data were derived.
 JU0984
 JU0984_MARKER: DB = BENCH MARK DISK
 JU0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0984_STAMPING: N 59 1961
 JU0984_MARK LOGO: CGS
 JU0984_PROJECTION: FLUSH
 JU0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0984+STABILITY: SURFACE MOTION
 JU0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0984+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2011
 JU0984
 JU0984  HISTORY     - Date     Condition        Report By
 JU0984  HISTORY     - 1961     MONUMENTED       CGS
 JU0984  HISTORY     - 1979     GOOD             NGS
 JU0984  HISTORY     - 19950129 GOOD             USPSQD
 JU0984  HISTORY     - 20030610 GOOD             NJGS
 JU0984  HISTORY     - 20110712 GOOD             NJGS
 JU0984  HISTORY     - 20151015 GOOD             GEOCAC
 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.
 JU0984
 JU0984                          STATION RECOVERY (2003)
 JU0984
 JU0984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU0984'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.
 JU0984'
 JU0984'TO REACH THE STATION FROM THE JUNCTION OF BROAD AND HIGH STREETS IN
 JU0984'THE CITY OF  MILLVILLE, GO 0.85 MI (1.37 KM) NORTH ON HIGH STREET TO
 JU0984'THE STATION ON THE LEFT, NEAR THE  SOUTHEAST CORNER OF THE HOLY CROSS
 JU0984'CEMETARY.
 JU0984'
 JU0984'THE STATION IS 10.7 M (35.1 FT) WEST OF THE WEST CURB OF HIGH STREET,
 JU0984'9.6 M (31.5 FT) WEST OF  POLE NUMBER 381, 3.6 M (11.8 FT) WEST OF THE
 JU0984'SOUTHEAST CORNER OF THE CHAINLINK FENCE  SURROUNDING THE CEMETARY,
 JU0984'10.9 M (35.8 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A 1  STORY
 JU0984'BRICK BUILDING, 0.7 M (2.3 FT) SOUTH AND NORMAL TO THE CHAINLINK FENCE
 JU0984'SURROUNDING  THE CEMETARY, 0.3 M (1.0 FT) EAST OF A METAL WITNESS
 JU0984'POST.
 JU0984
 JU0984                          STATION RECOVERY (2011)
 JU0984
 JU0984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU0984'RECOVERED AS DESCRIBED.
 JU0984
 JU0984                          STATION RECOVERY (2015)
 JU0984
 JU0984'RECOVERY NOTE BY GEOCACHING 2015
 JU0984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0559 ***********************************************************************
 JU0559  DESIGNATION -  N 62
 JU0559  PID         -  JU0559
 JU0559  STATE/COUNTY-  NJ/ATLANTIC
 JU0559  COUNTRY     -  US
 JU0559  USGS QUAD   -  HAMMONTON (2019)
 JU0559
 JU0559                         *CURRENT SURVEY CONTROL
 JU0559  ______________________________________________________________________
 JU0559* NAD 83(1986) POSITION- 39 38 47.     (N) 074 49 14.     (W)   SCALED
 JU0559* NAVD 88 ORTHO HEIGHT -    37.977 (meters)      124.60  (feet) ADJUSTED
 JU0559  ______________________________________________________________________
 JU0559  GEOID HEIGHT    -        -33.398 (meters)                     GEOID18
 JU0559  DYNAMIC HEIGHT  -         37.958 (meters)      124.53  (feet) COMP
 JU0559  MODELED GRAVITY -    980,132.7   (mgal)                       NAVD 88
 JU0559
 JU0559  VERT ORDER      -  FIRST     CLASS I
 JU0559
 JU0559.The horizontal coordinates were scaled from a map and have
 JU0559.an estimated accuracy of +/- 6 seconds.
 JU0559
 JU0559.The orthometric height was determined by differential leveling and
 JU0559.adjusted by the NATIONAL GEODETIC SURVEY
 JU0559.in June 1991.
 JU0559
 JU0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0559.GEOID18 height accuracy estimate available here.
 JU0559
 JU0559.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ153885(NAD 83)
 JU0559
 JU0559                          SUPERSEDED SURVEY CONTROL
 JU0559
 JU0559  NGVD 29 (11/26/84)   38.341  (m)          125.79   (f) ADJUSTED    1 1
 JU0559
 JU0559.Superseded values are not recommended for survey control.
 JU0559
 JU0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0559.See file dsdata.pdf to determine how the superseded data were derived.
 JU0559
 JU0559_MARKER: DB = BENCH MARK DISK
 JU0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0559_STAMPING: N 62 1963
 JU0559_MARK LOGO: CGS
 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  HISTORY     - 20070421 MARK NOT FOUND   UE
 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.
 JU0559
 JU0559                          STATION RECOVERY (2007)
 JU0559
 JU0559'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0559'THE AREA AROUND THE TRACKS HAD BEEN RECENTLY REGRADED WITH CRUSHED
 JU0559'STONE AND BALLAST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0700 ***********************************************************************
 JU0700  DESIGNATION -  N 63
 JU0700  PID         -  JU0700
 JU0700  STATE/COUNTY-  NJ/CAMDEN
 JU0700  COUNTRY     -  US
 JU0700  USGS QUAD   -  CAMDEN (2019)
 JU0700
 JU0700                         *CURRENT SURVEY CONTROL
 JU0700  ______________________________________________________________________
 JU0700* NAD 83(1986) POSITION- 39 55 23.05   (N) 075 06 16.50   (W)   HD_HELD1
 JU0700* NAVD 88 ORTHO HEIGHT -    10.251 (meters)       33.63  (feet) ADJUSTED
 JU0700  ______________________________________________________________________
 JU0700  GEOID HEIGHT    -        -32.872 (meters)                     GEOID18
 JU0700  DYNAMIC HEIGHT  -         10.246 (meters)       33.62  (feet) COMP
 JU0700  MODELED GRAVITY -    980,189.0   (mgal)                       NAVD 88
 JU0700
 JU0700  VERT ORDER      -  FIRST     CLASS I
 JU0700
 JU0700.The horizontal coordinates were determined by differentially corrected
 JU0700.hand held GPS observations or other comparable positioning techniques
 JU0700.and have an estimated accuracy of +/- 3 meters.
 JU0700
 JU0700.The orthometric height was determined by differential leveling and
 JU0700.adjusted by the NATIONAL GEODETIC SURVEY
 JU0700.in June 1991.
 JU0700
 JU0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0700.GEOID18 height accuracy estimate available here.
 JU0700
 JU0700.Click photographs - Photos may exist for this station.
 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       -   121,148.4      98,319.4     MT  (+/- 3 meters HH1 GPS) 
 JU0700
 JU0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9106219223(NAD 83)
 JU0700
 JU0700                          SUPERSEDED SURVEY CONTROL
 JU0700
 JU0700  NGVD 29 (11/26/84)   10.592  (m)           34.75   (f) ADJUSTED    1 1
 JU0700
 JU0700.Superseded values are not recommended for survey control.
 JU0700
 JU0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0700.See file dsdata.pdf to determine how the superseded data were derived.
 JU0700
 JU0700_MARKER: DB = BENCH MARK DISK
 JU0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0700_STAMPING: N 63 1963
 JU0700_MARK LOGO: CGS
 JU0700_PROJECTION: PROJECTING 13 CENTIMETERS
 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 SUITABLE FOR
 JU0700+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2023
 JU0700
 JU0700  HISTORY     - Date     Condition        Report By
 JU0700  HISTORY     - 1963     MONUMENTED       CGS
 JU0700  HISTORY     - 1964     GOOD             CGS
 JU0700  HISTORY     - 19951206 GOOD             NJGS
 JU0700  HISTORY     - 20030730 GOOD             NJGS
 JU0700  HISTORY     - 20070722 GOOD             UE
 JU0700  HISTORY     - 20230901 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.
 JU0700
 JU0700                          STATION RECOVERY (2003)
 JU0700
 JU0700'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (MI)
 JU0700'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 JU0700'
 JU0700'THE STATION IS 6.1 M (20.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 JU0700'AN INLET, 16.4 M  (53.8 FT) NORTHWEST FROM A WOOD UTILITY POLE NUMBER
 JU0700'67941 AND 9.7 M (31.8 FT) WEST FROM  THE CENTERLINE OF STATE ROUTE
 JU0700'168.
 JU0700
 JU0700                          STATION RECOVERY (2007)
 JU0700
 JU0700'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0700'RECOVERED IN GOOD CONDITION.
 JU0700
 JU0700                          STATION RECOVERY (2023)
 JU0700
 JU0700'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 JU0700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0296 ***********************************************************************
 JU0296  DESIGNATION -  N 64
 JU0296  PID         -  JU0296
 JU0296  STATE/COUNTY-  NJ/ATLANTIC
 JU0296  COUNTRY     -  US
 JU0296  USGS QUAD   -  OCEANVILLE (2019)
 JU0296
 JU0296                         *CURRENT SURVEY CONTROL
 JU0296  ______________________________________________________________________
 JU0296* NAD 83(1986) POSITION- 39 22 41.     (N) 074 28 36.     (W)   SCALED
 JU0296* NAVD 88 ORTHO HEIGHT -     1.959 (meters)        6.43  (feet) ADJUSTED
 JU0296  ______________________________________________________________________
 JU0296  GEOID HEIGHT    -        -34.299 (meters)                     GEOID18
 JU0296  DYNAMIC HEIGHT  -          1.958 (meters)        6.42  (feet) COMP
 JU0296  MODELED GRAVITY -    980,111.0   (mgal)                       NAVD 88
 JU0296
 JU0296  VERT ORDER      -  FIRST     CLASS I
 JU0296
 JU0296.The horizontal coordinates were scaled from a map and have
 JU0296.an estimated accuracy of +/- 6 seconds.
 JU0296
 JU0296.The orthometric height was determined by differential leveling and
 JU0296.adjusted by the NATIONAL GEODETIC SURVEY
 JU0296.in June 1991.
 JU0296
 JU0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0296.GEOID18 height accuracy estimate available here.
 JU0296
 JU0296.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ450588(NAD 83)
 JU0296
 JU0296                          SUPERSEDED SURVEY CONTROL
 JU0296
 JU0296  NGVD 29 (01/10/92)    2.355  (m)            7.73   (f) ADJUSTED    1 1
 JU0296  NGVD 29 (??/??/87)    2.362  (m)            7.75   (f) SUPERSEDED  1 1
 JU0296
 JU0296.Superseded values are not recommended for survey control.
 JU0296
 JU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0296.See file dsdata.pdf to determine how the superseded data were derived.
 JU0296
 JU0296_MARKER: DB = BENCH MARK DISK
 JU0296_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0296+WITH SETTING: PAVEMENT
 JU0296_SP_SET: SIGNAL BLOCK
 JU0296_STAMPING: N 64 1963
 JU0296_MARK LOGO: CGS
 JU0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0296+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU0351 ***********************************************************************
 JU0351  DESIGNATION -  N 65
 JU0351  PID         -  JU0351
 JU0351  STATE/COUNTY-  NJ/ATLANTIC
 JU0351  COUNTRY     -  US
 JU0351  USGS QUAD   -  PLEASANTVILLE (2019)
 JU0351
 JU0351                         *CURRENT SURVEY CONTROL
 JU0351  ______________________________________________________________________
 JU0351* NAD 83(1986) POSITION- 39 23 15.15   (N) 074 32 13.51   (W)   HD_HELD1
 JU0351* NAVD 88 ORTHO HEIGHT -     8.953 (meters)       29.37  (feet) ADJUSTED
 JU0351  ______________________________________________________________________
 JU0351  GEOID HEIGHT    -        -34.180 (meters)                     GEOID18
 JU0351  DYNAMIC HEIGHT  -          8.949 (meters)       29.36  (feet) COMP
 JU0351  MODELED GRAVITY -    980,114.3   (mgal)                       NAVD 88
 JU0351
 JU0351  VERT ORDER      -  FIRST     CLASS I
 JU0351
 JU0351.The horizontal coordinates were determined by differentially corrected
 JU0351.hand held GPS observations or other comparable positioning techniques
 JU0351.and have an estimated accuracy of +/- 3 meters.
 JU0351
 JU0351.The orthometric height was determined by differential leveling and
 JU0351.adjusted by the NATIONAL GEODETIC SURVEY
 JU0351.in June 1991.
 JU0351
 JU0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0351.GEOID18 height accuracy estimate available here.
 JU0351
 JU0351.Click photographs - Photos may exist for this station.
 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       -    61,521.4     146,805.3     MT  (+/- 3 meters HH1 GPS) 
 JU0351
 JU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3986559886(NAD 83)
 JU0351
 JU0351                          SUPERSEDED SURVEY CONTROL
 JU0351
 JU0351  NGVD 29 (04/16/92)    9.348  (m)           30.67   (f) ADJUSTED    1 1
 JU0351  NGVD 29 (01/10/92)    9.348  (m)           30.67   (f) SUPERSEDED  1 1
 JU0351  NGVD 29 (??/??/87)    9.380  (m)           30.77   (f) SUPERSEDED  1 1
 JU0351
 JU0351.Superseded values are not recommended for survey control.
 JU0351
 JU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0351.See file dsdata.pdf to determine how the superseded data were derived.
 JU0351
 JU0351_MARKER: DB = BENCH MARK DISK
 JU0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0351_STAMPING: N 65 1964
 JU0351_MARK LOGO: CGS
 JU0351_PROJECTION: FLUSH
 JU0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0351+STABILITY: SURFACE MOTION
 JU0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0351+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 JU0351
 JU0351  HISTORY     - Date     Condition        Report By
 JU0351  HISTORY     - 1964     MONUMENTED       CGS
 JU0351  HISTORY     - 1979     GOOD             NGS
 JU0351  HISTORY     - 20170322 GOOD             NJGS
 JU0351  HISTORY     - 20170725 GOOD             NJGS
 JU0351  HISTORY     - 20180813 GOOD             NJGS
 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.
 JU0351
 JU0351                          STATION RECOVERY (2017)
 JU0351
 JU0351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MI)
 JU0351'THE MARK IS SET IN FRONT OF HOUSE NO. 502 IN THE GRASS BETWEEN THE
 JU0351'SIDEWALK AND THE ROAD AND IS 3 FT (0.9 M) NORTHWEST OF UTILITY POLE
 JU0351'1808.
 JU0351
 JU0351                          STATION RECOVERY (2017)
 JU0351
 JU0351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0351'RECOVERED IN GOOD CONDITION.
 JU0351'
 JU0351'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF
 JU0351'OCEANVILLE, 6.3 MI (10.1 KM) WEST-NORTHWEST OF ATLANTIC CITY AND 0.7
 JU0351'MI (1.1 KM) WEST-SOUTHWEST OF PLEASANTVILLE.
 JU0351'
 JU0351'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE JUNCTION OF SHAW
 JU0351'AVENUE AND U.S. HIGHWAY 9 (NEW ROAD).
 JU0351'
 JU0351'THE STATION IS 43 FT (13.1 M) NORTHWEST OF THE CENTERLINE OF U.S.
 JU0351'HIGHWAY 9, 1.9 FT (0.6 M) NORTHEAST OF THE NORTHEAST CURB OF SHAW
 JU0351'AVENUE, 1.9 FT (0.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 JU0351'SIDEWALK, 17 FT (5.2 M) NORTHEAST OF THE CENTERLINE OF SHAW ROAD AND 3
 JU0351'FT (0.9 M) NORTHWEST OF POLE NUMBER P1808.
 JU0351
 JU0351                          STATION RECOVERY (2018)
 JU0351
 JU0351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU0351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0086 ***********************************************************************
 JU0086  DESIGNATION -  N 66
 JU0086  PID         -  JU0086
 JU0086  STATE/COUNTY-  NJ/OCEAN
 JU0086  COUNTRY     -  US
 JU0086  USGS QUAD   -  WEST CREEK (2019)
 JU0086
 JU0086                         *CURRENT SURVEY CONTROL
 JU0086  ______________________________________________________________________
 JU0086* NAD 83(1986) POSITION- 39 39 12.     (N) 074 17 36.     (W)   SCALED
 JU0086* NAVD 88 ORTHO HEIGHT -    11.496 (meters)       37.72  (feet) ADJUSTED
 JU0086  ______________________________________________________________________
 JU0086  GEOID HEIGHT    -        -33.342 (meters)                     GEOID18
 JU0086  DYNAMIC HEIGHT  -         11.490 (meters)       37.70  (feet) COMP
 JU0086  MODELED GRAVITY -    980,159.0   (mgal)                       NAVD 88
 JU0086
 JU0086  VERT ORDER      -  FIRST     CLASS I
 JU0086
 JU0086.The horizontal coordinates were scaled from a map and have
 JU0086.an estimated accuracy of +/- 6 seconds.
 JU0086
 JU0086.The orthometric height was determined by differential leveling and
 JU0086.adjusted by the NATIONAL GEODETIC SURVEY
 JU0086.in June 1991.
 JU0086
 JU0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0086.GEOID18 height accuracy estimate available here.
 JU0086
 JU0086.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ606895(NAD 83)
 JU0086
 JU0086                          SUPERSEDED SURVEY CONTROL
 JU0086
 JU0086  NGVD 29 (04/16/92)   11.877  (m)           38.97   (f) ADJUSTED    1 1
 JU0086  NGVD 29 (01/10/92)   11.877  (m)           38.97   (f) SUPERSEDED  1 1
 JU0086  NGVD 29 (??/??/87)   11.882  (m)           38.98   (f) SUPERSEDED  1 1
 JU0086
 JU0086.Superseded values are not recommended for survey control.
 JU0086
 JU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0086.See file dsdata.pdf to determine how the superseded data were derived.
 JU0086
 JU0086_STAMPING: N 66 1964
 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  HISTORY     - 20190214 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.
 JU0086
 JU0086                          STATION RECOVERY (2019)
 JU0086
 JU0086'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU0086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0143 ***********************************************************************
 JU0143  DESIGNATION -  N 67
 JU0143  PID         -  JU0143
 JU0143  STATE/COUNTY-  NJ/OCEAN
 JU0143  COUNTRY     -  US
 JU0143  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0143
 JU0143                         *CURRENT SURVEY CONTROL
 JU0143  ______________________________________________________________________
 JU0143* NAD 83(1986) POSITION- 39 39 00.6    (N) 074 10 40.0    (W)   HD_HELD2
 JU0143* NAVD 88 ORTHO HEIGHT -     1.087 (meters)        3.57  (feet) ADJUSTED
 JU0143  ______________________________________________________________________
 JU0143  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 JU0143  DYNAMIC HEIGHT  -          1.087 (meters)        3.57  (feet) COMP
 JU0143  MODELED GRAVITY -    980,151.2   (mgal)                       NAVD 88
 JU0143
 JU0143  VERT ORDER      -  FIRST     CLASS I
 JU0143
 JU0143.The horizontal coordinates were established by autonomous hand held GPS
 JU0143.observations and have an estimated accuracy of +/- 10 meters.
 JU0143
 JU0143.The orthometric height was determined by differential leveling and
 JU0143.adjusted by the NATIONAL GEODETIC SURVEY
 JU0143.in June 1991.
 JU0143
 JU0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0143.GEOID18 height accuracy estimate available here.
 JU0143
 JU0143.Click photographs - Photos may exist for this station.
 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       -    90,725.      177,653.      MT  (+/- 10 meters HH2 GPS)
 JU0143
 JU0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7054189253(NAD 83)
 JU0143
 JU0143                          SUPERSEDED SURVEY CONTROL
 JU0143
 JU0143  NGVD 29 (11/26/84)    1.470  (m)            4.82   (f) ADJUSTED    1 1
 JU0143
 JU0143.Superseded values are not recommended for survey control.
 JU0143
 JU0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0143.See file dsdata.pdf to determine how the superseded data were derived.
 JU0143
 JU0143_STAMPING: N 67 1964
 JU0143_MARK LOGO: CGS
 JU0143_PROJECTION: FLUSH
 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  HISTORY     - 20190128 MARK NOT FOUND   NJGS
 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.
 JU0143
 JU0143                          STATION RECOVERY (2019)
 JU0143
 JU0143'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0143'NOT FOUND, POSSIBLY COVERED BY RENOVATED BITUMINOUS AND PAVED
 JU0143'DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0066 ***********************************************************************
 JU0066  DESIGNATION -  N 68
 JU0066  PID         -  JU0066
 JU0066  STATE/COUNTY-  NJ/OCEAN
 JU0066  COUNTRY     -  US
 JU0066  USGS QUAD   -  FORKED RIVER (2019)
 JU0066
 JU0066                         *CURRENT SURVEY CONTROL
 JU0066  ______________________________________________________________________
 JU0066* NAD 83(1986) POSITION- 39 47 02.     (N) 074 12 01.     (W)   SCALED
 JU0066* NAVD 88 ORTHO HEIGHT -     4.864 (meters)       15.96  (feet) ADJUSTED
 JU0066  ______________________________________________________________________
 JU0066  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 JU0066  DYNAMIC HEIGHT  -          4.862 (meters)       15.95  (feet) COMP
 JU0066  MODELED GRAVITY -    980,170.4   (mgal)                       NAVD 88
 JU0066
 JU0066  VERT ORDER      -  FIRST     CLASS I
 JU0066
 JU0066.The horizontal coordinates were scaled from a map and have
 JU0066.an estimated accuracy of +/- 6 seconds.
 JU0066
 JU0066.The orthometric height was determined by differential leveling and
 JU0066.adjusted by the NATIONAL GEODETIC SURVEY
 JU0066.in June 1991.
 JU0066
 JU0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0066.GEOID18 height accuracy estimate available here.
 JU0066
 JU0066.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK684040(NAD 83)
 JU0066
 JU0066                          SUPERSEDED SURVEY CONTROL
 JU0066
 JU0066  NGVD 29 (04/16/92)    5.241  (m)           17.19   (f) ADJUSTED    1 1
 JU0066  NGVD 29 (01/10/92)    5.241  (m)           17.19   (f) SUPERSEDED  1 1
 JU0066  NGVD 29 (??/??/87)    5.241  (m)           17.19   (f) SUPERSEDED  1 1
 JU0066
 JU0066.Superseded values are not recommended for survey control.
 JU0066
 JU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0066.See file dsdata.pdf to determine how the superseded data were derived.
 JU0066
 JU0066_MARKER: DB = BENCH MARK DISK
 JU0066_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0066_STAMPING: N 68 1964
 JU0066_MARK LOGO: CGS
 JU0066_PROJECTION: FLUSH
 JU0066_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0066+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2025
 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  HISTORY     - 20230406 GOOD             GRAGEL
 JU0066  HISTORY     - 20250911 GOOD             AAAS
 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.
 JU0066
 JU0066                          STATION RECOVERY (2023)
 JU0066
 JU0066'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2023 (MJ)
 JU0066'RECOVERED IN GOOD CONDITION.
 JU0066
 JU0066                          STATION RECOVERY (2025)
 JU0066
 JU0066'RECOVERY NOTE BY ARORA AND ASSOCIATES 2025 (FAC)
 JU0066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0207 ***********************************************************************
 JU0207  DESIGNATION -  N 7
 JU0207  PID         -  JU0207
 JU0207  STATE/COUNTY-  NJ/OCEAN
 JU0207  COUNTRY     -  US
 JU0207  USGS QUAD   -  BEACH HAVEN (2019)
 JU0207
 JU0207                         *CURRENT SURVEY CONTROL
 JU0207  ______________________________________________________________________
 JU0207* NAD 83(1986) POSITION- 39 33 42.     (N) 074 14 30.     (W)   SCALED
 JU0207* NAVD 88 ORTHO HEIGHT -     1.424 (meters)        4.67  (feet) ADJUSTED
 JU0207  ______________________________________________________________________
 JU0207  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 JU0207  DYNAMIC HEIGHT  -          1.423 (meters)        4.67  (feet) COMP
 JU0207  MODELED GRAVITY -    980,135.8   (mgal)                       NAVD 88
 JU0207
 JU0207  VERT ORDER      -  FIRST     CLASS I
 JU0207
 JU0207.The horizontal coordinates were scaled from a map and have
 JU0207.an estimated accuracy of +/- 6 seconds.
 JU0207
 JU0207.The orthometric height was determined by differential leveling and
 JU0207.adjusted by the NATIONAL GEODETIC SURVEY
 JU0207.in June 1991.
 JU0207
 JU0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0207.GEOID18 height accuracy estimate available here.
 JU0207
 JU0207.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ651793(NAD 83)
 JU0207
 JU0207                          SUPERSEDED SURVEY CONTROL
 JU0207
 JU0207  NGVD 29 (11/26/84)    1.806  (m)            5.93   (f) ADJUSTED    1 1
 JU0207
 JU0207.Superseded values are not recommended for survey control.
 JU0207
 JU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0207.See file dsdata.pdf to determine how the superseded data were derived.
 JU0207
 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 = JULY 24, 2026 22:12:30 EDT
 KU0794 ***********************************************************************
 KU0794  DESIGNATION -  N 70
 KU0794  PID         -  KU0794
 KU0794  STATE/COUNTY-  NJ/MONMOUTH
 KU0794  COUNTRY     -  US
 KU0794  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0794
 KU0794                         *CURRENT SURVEY CONTROL
 KU0794  ______________________________________________________________________
 KU0794* NAD 83(1986) POSITION- 40 19 14.     (N) 073 58 41.     (W)   SCALED
 KU0794* NAVD 88 ORTHO HEIGHT -     3.596 (meters)       11.80  (feet) ADJUSTED
 KU0794  ______________________________________________________________________
 KU0794  GEOID HEIGHT    -        -32.712 (meters)                     GEOID18
 KU0794  DYNAMIC HEIGHT  -          3.594 (meters)       11.79  (feet) COMP
 KU0794  MODELED GRAVITY -    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 map and have
 KU0794.an estimated accuracy of +/- 6 seconds.
 KU0794
 KU0794.The orthometric height was determined by differential leveling and
 KU0794.adjusted by the NATIONAL GEODETIC SURVEY
 KU0794.in June 1991.
 KU0794
 KU0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0794.GEOID18 height accuracy estimate available here.
 KU0794
 KU0794.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868638(NAD 83)
 KU0794
 KU0794                          SUPERSEDED SURVEY CONTROL
 KU0794
 KU0794  NGVD 29 (??/??/92)    3.961  (m)           13.00   (f) SUPERSEDED  1 1
 KU0794  NGVD 29 (04/16/92)    3.918  (m)           12.85   (f) ADJUSTED    1 1
 KU0794  NGVD 29 (01/10/92)    3.918  (m)           12.85   (f) SUPERSEDED  1 1
 KU0794
 KU0794.Superseded values are not recommended for survey control.
 KU0794
 KU0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0794.See file dsdata.pdf to determine how the superseded data were derived.
 KU0794
 KU0794_MARKER: DB = BENCH MARK DISK
 KU0794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KU0794_STAMPING: N 70 1964
 KU0794_MARK LOGO: CGS
 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  HISTORY     - 20080423 MARK NOT FOUND   NJGS
 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.
 KU0794
 KU0794                          STATION RECOVERY (2008)
 KU0794
 KU0794'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (ECB)
 KU0794'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0970 ***********************************************************************
 KV0970  DESIGNATION -  N 73
 KV0970  PID         -  KV0970
 KV0970  STATE/COUNTY-  NJ/MIDDLESEX
 KV0970  COUNTRY     -  US
 KV0970  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0970
 KV0970                         *CURRENT SURVEY CONTROL
 KV0970  ______________________________________________________________________
 KV0970* NAD 83(1986) POSITION- 40 23 27.     (N) 074 23 33.     (W)   SCALED
 KV0970* NAVD 88 ORTHO HEIGHT -     6.345 (meters)       20.82  (feet) ADJUSTED
 KV0970  ______________________________________________________________________
 KV0970  GEOID HEIGHT    -        -32.638 (meters)                     GEOID18
 KV0970  DYNAMIC HEIGHT  -          6.343 (meters)       20.81  (feet) COMP
 KV0970  MODELED GRAVITY -    980,199.9   (mgal)                       NAVD 88
 KV0970
 KV0970  VERT ORDER      -  FIRST     CLASS II
 KV0970
 KV0970.The horizontal coordinates were scaled from a map and have
 KV0970.an estimated accuracy of +/- 6 seconds.
 KV0970
 KV0970.The orthometric height was determined by differential leveling and
 KV0970.adjusted by the NATIONAL GEODETIC SURVEY
 KV0970.in June 1991.
 KV0970
 KV0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0970.GEOID18 height accuracy estimate available here.
 KV0970
 KV0970.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK515713(NAD 83)
 KV0970
 KV0970                          SUPERSEDED SURVEY CONTROL
 KV0970
 KV0970  NGVD 29 (??/??/92)    6.704  (m)           21.99   (f) SUPERSEDED  1 2
 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
 KV0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0970.See file dsdata.pdf to determine how the superseded data were derived.
 KV0970
 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 = JULY 24, 2026 22:12:30 EDT
 KV1133 ***********************************************************************
 KV1133  DESIGNATION -  N 74
 KV1133  PID         -  KV1133
 KV1133  STATE/COUNTY-  NJ/MERCER
 KV1133  COUNTRY     -  US
 KV1133  USGS QUAD   -  TRENTON EAST (2019)
 KV1133
 KV1133                         *CURRENT SURVEY CONTROL
 KV1133  ______________________________________________________________________
 KV1133* NAD 83(1986) POSITION- 40 12 09.0    (N) 074 38 07.0    (W)   HD_HELD2
 KV1133* NAVD 88 ORTHO HEIGHT -    23.978 (meters)       78.67  (feet) ADJUSTED
 KV1133  ______________________________________________________________________
 KV1133  GEOID HEIGHT    -        -32.801 (meters)                     GEOID18
 KV1133  DYNAMIC HEIGHT  -         23.968 (meters)       78.64  (feet) COMP
 KV1133  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 KV1133
 KV1133  VERT ORDER      -  FIRST     CLASS II
 KV1133
 KV1133.The horizontal coordinates were established by autonomous hand held GPS
 KV1133.observations and have an estimated accuracy of +/- 10 meters.
 KV1133
 KV1133.The orthometric height was determined by differential leveling and
 KV1133.adjusted by the NATIONAL GEODETIC SURVEY
 KV1133.in February 2010.
 KV1133
 KV1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1133.GEOID18 height accuracy estimate available here.
 KV1133
 KV1133.Click photographs - Photos may exist for this station.
 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       -   152,006.      138,483.      MT  (+/- 10 meters HH2 GPS)
 KV1133
 KV1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3104050296(NAD 83)
 KV1133
 KV1133                          SUPERSEDED SURVEY CONTROL
 KV1133
 KV1133  NAVD 88 (06/15/91)   23.982  (m)           78.68   (f) SUPERSEDED  1 2
 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
 KV1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1133.See file dsdata.pdf to determine how the superseded data were derived.
 KV1133
 KV1133_MARKER: DV = VERTICAL CONTROL DISK
 KV1133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1133_SP_SET: BRIDGE PIER
 KV1133_STAMPING: N 74 1974
 KV1133_MARK LOGO: NGS
 KV1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1133+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2017
 KV1133
 KV1133  HISTORY     - Date     Condition        Report By
 KV1133  HISTORY     - 1974     MONUMENTED       NGS
 KV1133  HISTORY     - 19880817 GOOD             NJGS
 KV1133  HISTORY     - 20060627 GOOD             NJGS
 KV1133  HISTORY     - 20171117 GOOD             INDIV
 KV1133
 KV1133                          STATION DESCRIPTION
 KV1133
 KV1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1133'1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION OF
 KV1133'COUNTY ROAD 526 AT ROBBINSVILLE, SET VERTICALLY IN THE NORTHEAST FACE
 KV1133'OF THE CENTER CONCRETE PIER OF THE INTERSTATE HIGHWAY 195, 29.0 FEET
 KV1133'SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST LANES OF THE HIGHWAY,
 KV1133'32.0 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST LANES OF THE
 KV1133'HIGHWAY, AND ABOUT 4 1/2 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.
 KV1133
 KV1133                          STATION RECOVERY (2006)
 KV1133
 KV1133'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV1133'RECOVERED AS DESCRIBED.
 KV1133
 KV1133                          STATION RECOVERY (2017)
 KV1133
 KV1133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (VMG)
 KV1133'RECOVERY NOTE BY TOWNSHIP OF HAMILTON RECOVERD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1149 ***********************************************************************
 KV1149  DESIGNATION -  N 75
 KV1149  PID         -  KV1149
 KV1149  STATE/COUNTY-  NJ/BURLINGTON
 KV1149  COUNTRY     -  US
 KV1149  USGS QUAD   -  BRISTOL (2019)
 KV1149
 KV1149                         *CURRENT SURVEY CONTROL
 KV1149  ______________________________________________________________________
 KV1149* NAD 83(1986) POSITION- 40 06 57.     (N) 074 45 36.     (W)   SCALED
 KV1149* NAVD 88 ORTHO HEIGHT -    15.612 (meters)       51.22  (feet) ADJUSTED
 KV1149  ______________________________________________________________________
 KV1149  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 KV1149  DYNAMIC HEIGHT  -         15.606 (meters)       51.20  (feet) COMP
 KV1149  MODELED GRAVITY -    980,196.2   (mgal)                       NAVD 88
 KV1149
 KV1149  VERT ORDER      -  FIRST     CLASS II
 KV1149
 KV1149.The horizontal coordinates were scaled from a map and have
 KV1149.an estimated accuracy of +/- 6 seconds.
 KV1149
 KV1149.The orthometric height was determined by differential leveling and
 KV1149.adjusted by the NATIONAL GEODETIC SURVEY
 KV1149.in June 1991.
 KV1149
 KV1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1149.GEOID18 height accuracy estimate available here.
 KV1149
 KV1149.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK204406(NAD 83)
 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
 KV1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1149.See file dsdata.pdf to determine how the superseded data were derived.
 KV1149
 KV1149_MARKER: DV = VERTICAL CONTROL DISK
 KV1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1149_SP_SET: ABUTMENT
 KV1149_STAMPING: N 75 1974
 KV1149_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV2936 ***********************************************************************
 KV2936  DESIGNATION -  N 77
 KV2936  PID         -  KV2936
 KV2936  STATE/COUNTY-  NJ/HUNTERDON
 KV2936  COUNTRY     -  US
 KV2936  USGS QUAD   -  HIGH BRIDGE (2016)
 KV2936
 KV2936                         *CURRENT SURVEY CONTROL
 KV2936  ______________________________________________________________________
 KV2936* NAD 83(1986) POSITION- 40 38 04.39   (N) 074 56 55.07   (W)   HD_HELD1
 KV2936* NAVD 88 ORTHO HEIGHT -   124.753 (meters)      409.29  (feet) ADJUSTED
 KV2936  ______________________________________________________________________
 KV2936  GEOID HEIGHT    -        -33.758 (meters)                     GEOID18
 KV2936  DYNAMIC HEIGHT  -        124.695 (meters)      409.10  (feet) COMP
 KV2936  MODELED GRAVITY -    980,161.4   (mgal)                       NAVD 88
 KV2936
 KV2936  VERT ORDER      -  FIRST     CLASS II
 KV2936
 KV2936.The horizontal coordinates were determined by differentially corrected
 KV2936.hand held GPS observations or other comparable positioning techniques
 KV2936.and have an estimated accuracy of +/- 3 meters.
 KV2936
 KV2936.The orthometric height was determined by differential leveling and
 KV2936.adjusted by the NATIONAL GEODETIC SURVEY
 KV2936.in June 1991.
 KV2936
 KV2936.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2936.GEOID18 height accuracy estimate available here.
 KV2936
 KV2936.Click photographs - Photos may exist for this station.
 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       -   200,065.3     112,050.4     MT  (+/- 3 meters HH1 GPS) 
 KV2936
 KV2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0434498191(NAD 83)
 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
 KV2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2936.See file dsdata.pdf to determine how the superseded data were derived.
 KV2936
 KV2936_MARKER: DV = VERTICAL CONTROL DISK
 KV2936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2936_SP_SET: ABUTMENT
 KV2936_STAMPING: N 77 1978
 KV2936_MARK LOGO: NGS
 KV2936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2936+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2020
 KV2936
 KV2936  HISTORY     - Date     Condition        Report By
 KV2936  HISTORY     - 1978     MONUMENTED       NGS
 KV2936  HISTORY     - 20071021 GOOD             GEOCAC
 KV2936  HISTORY     - 20200908 GOOD             NJGS
 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.
 KV2936
 KV2936                          STATION RECOVERY (2007)
 KV2936
 KV2936'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV2936'RECOVERED IN GOOD CONDITION.
 KV2936
 KV2936                          STATION RECOVERY (2020)
 KV2936
 KV2936'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV2936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2275 ***********************************************************************
 JU2275  DESIGNATION -  N 78
 JU2275  PID         -  JU2275
 JU2275  STATE/COUNTY-  NJ/CUMBERLAND
 JU2275  COUNTRY     -  US
 JU2275  USGS QUAD   -  MILLVILLE (2019)
 JU2275
 JU2275                         *CURRENT SURVEY CONTROL
 JU2275  ______________________________________________________________________
 JU2275* NAD 83(1986) POSITION- 39 24 06.98   (N) 075 04 51.46   (W)   HD_HELD1
 JU2275* NAVD 88 ORTHO HEIGHT -    28.414 (meters)       93.22  (feet) ADJUSTED
 JU2275  ______________________________________________________________________
 JU2275  GEOID HEIGHT    -        -33.880 (meters)                     GEOID18
 JU2275  DYNAMIC HEIGHT  -         28.400 (meters)       93.18  (feet) COMP
 JU2275  MODELED GRAVITY -    980,121.4   (mgal)                       NAVD 88
 JU2275
 JU2275  VERT ORDER      -  FIRST     CLASS II
 JU2275
 JU2275.The horizontal coordinates were determined by differentially corrected
 JU2275.hand held GPS observations or other comparable positioning techniques
 JU2275.and have an estimated accuracy of +/- 3 meters.
 JU2275
 JU2275.The orthometric height was determined by differential leveling and
 JU2275.adjusted by the NATIONAL GEODETIC SURVEY
 JU2275.in June 1991.
 JU2275
 JU2275.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2275.GEOID18 height accuracy estimate available here.
 JU2275
 JU2275.Click photographs - Photos may exist for this station.
 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       -    63,280.0      99,964.2     MT  (+/- 3 meters HH1 GPS) 
 JU2275
 JU2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9302961384(NAD 83)
 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
 JU2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2275.See file dsdata.pdf to determine how the superseded data were derived.
 JU2275
 JU2275_MARKER: DV = VERTICAL CONTROL DISK
 JU2275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2275_STAMPING: N 78 1979
 JU2275_MARK LOGO: NGS
 JU2275_PROJECTION: RECESSED 10 CENTIMETERS
 JU2275_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2275+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2013
 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  HISTORY     - 20110623 GOOD             NJGS
 JU2275  HISTORY     - 20130505 GOOD             PROFLN
 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.
 JU2275
 JU2275                          STATION RECOVERY (2011)
 JU2275
 JU2275'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (MVI)
 JU2275'THE STATION IS LOCATED IN THE CITY OF MILLVILLE ON THE SOUTHEAST SIDE
 JU2275'OF NEW JERSEY STATE HIGHWAY 49 (WEST MAIN STREET), AT THE SOUTHEAST
 JU2275'CORNER OF THE T-INTERSECTION WITH KING AVENUE.
 JU2275'
 JU2275'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 JU2275'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 2.35 MI
 JU2275'(3.8 KM) WEST ON STATE ROUTE 49 TO THE STATION ON THE LEFT.
 JU2275'
 JU2275'THE STATION IS 0.9 M (3.0 FT) NORTH FROM A STOP SIGN, 1.5 M (4.9 FT)
 JU2275'SOUTH FROM A STREET SIGN POST WITH WITNESS SIGN ATTACHED, 6.6 M (21.7
 JU2275'FT) EAST-NORTHEAST FROM THE CENTERLINE OF KING AVENUE AND 11.9 M (39.0
 JU2275'FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF STATE HIGHWAY 49, 50.6 FT
 JU2275'(15.4 M) EAST OF MILE POST 34 FOR THE EASTBOUND LANES.
 JU2275
 JU2275                          STATION RECOVERY (2013)
 JU2275
 JU2275'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2013 (JRO)
 JU2275'RECOVERED AND PHOTOGRAPHED.  THERE IS NO CAP ON THE PVC PIPE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2413 ***********************************************************************
 JU2413  DESIGNATION -  N 79
 JU2413  PID         -  JU2413
 JU2413  STATE/COUNTY-  NJ/CAPE MAY
 JU2413  COUNTRY     -  US
 JU2413  USGS QUAD   -  SEA ISLE CITY OE E (2019)
 JU2413
 JU2413                         *CURRENT SURVEY CONTROL
 JU2413  ______________________________________________________________________
 JU2413* NAD 83(1986) POSITION- 39 14 33.     (N) 074 37 11.     (W)   SCALED
 JU2413* NAVD 88 ORTHO HEIGHT -     0.781 (meters)        2.56  (feet) ADJUSTED
 JU2413  ______________________________________________________________________
 JU2413  GEOID HEIGHT    -        -34.727 (meters)                     GEOID18
 JU2413  DYNAMIC HEIGHT  -          0.780 (meters)        2.56  (feet) COMP
 JU2413  MODELED GRAVITY -    980,091.7   (mgal)                       NAVD 88
 JU2413
 JU2413  VERT ORDER      -  FIRST     CLASS II
 JU2413
 JU2413.The horizontal coordinates were scaled from a map and have
 JU2413.an estimated accuracy of +/- 6 seconds.
 JU2413
 JU2413.The orthometric height was determined by differential leveling and
 JU2413.adjusted by the NATIONAL GEODETIC SURVEY
 JU2413.in June 1991.
 JU2413
 JU2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2413.GEOID18 height accuracy estimate available here.
 JU2413
 JU2413.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ328437(NAD 83)
 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
 JU2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2413.See file dsdata.pdf to determine how the superseded data were derived.
 JU2413
 JU2413_MARKER: DB = BENCH MARK DISK
 JU2413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = JULY 24, 2026 22:12:30 EDT
 JU2447 ***********************************************************************
 JU2447  DESIGNATION -  N 80
 JU2447  PID         -  JU2447
 JU2447  STATE/COUNTY-  NJ/OCEAN
 JU2447  COUNTRY     -  US
 JU2447  USGS QUAD   -  FORKED RIVER (2019)
 JU2447
 JU2447                         *CURRENT SURVEY CONTROL
 JU2447  ______________________________________________________________________
 JU2447* NAD 83(1986) POSITION- 39 50 03.02   (N) 074 11 38.36   (W)   HD_HELD1
 JU2447* NAVD 88 ORTHO HEIGHT -     1.453 (meters)        4.77  (feet) ADJUSTED
 JU2447  ______________________________________________________________________
 JU2447  GEOID HEIGHT    -        -33.091 (meters)                     GEOID18
 JU2447  DYNAMIC HEIGHT  -          1.452 (meters)        4.76  (feet) COMP
 JU2447  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 JU2447
 JU2447  VERT ORDER      -  FIRST     CLASS II
 JU2447
 JU2447.The horizontal coordinates were determined by differentially corrected
 JU2447.hand held GPS observations or other comparable positioning techniques
 JU2447.and have an estimated accuracy of +/- 3 meters.
 JU2447
 JU2447.The orthometric height was determined by differential leveling and
 JU2447.adjusted by the NATIONAL GEODETIC SURVEY
 JU2447.in June 1991.
 JU2447
 JU2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2447.GEOID18 height accuracy estimate available here.
 JU2447
 JU2447.Click photographs - Photos may exist for this station.
 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       -   111,148.7     176,192.0     MT  (+/- 3 meters HH1 GPS) 
 JU2447
 JU2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6896709662(NAD 83)
 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
 JU2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2447.See file dsdata.pdf to determine how the superseded data were derived.
 JU2447
 JU2447_MARKER: I = METAL ROD
 JU2447_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2447_STAMPING: N 80 1979
 JU2447_MARK LOGO: NGS
 JU2447_PROJECTION: FLUSH
 JU2447_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2447+STABILITY: POSITION/ELEVATION WELL
 JU2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2447+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 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  HISTORY     - 20191119 GOOD             NJGS
 JU2447  HISTORY     - 20220712 GOOD             NJGS
 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.
 JU2447
 JU2447                          STATION RECOVERY (2019)
 JU2447
 JU2447'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 JU2447'RECOVERED IN GOOD CONDITION.
 JU2447
 JU2447                          STATION RECOVERY (2022)
 JU2447
 JU2447'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (JB)
 JU2447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3505 ***********************************************************************
 KV3505  DESIGNATION -  N 81
 KV3505  PID         -  KV3505
 KV3505  STATE/COUNTY-  NJ/MONMOUTH
 KV3505  COUNTRY     -  US
 KV3505  USGS QUAD   -  ASBURY PARK (2019)
 KV3505
 KV3505                         *CURRENT SURVEY CONTROL
 KV3505  ______________________________________________________________________
 KV3505* NAD 83(1986) POSITION- 40 10 33.55   (N) 074 01 34.74   (W)   HD_HELD1
 KV3505* NAVD 88 ORTHO HEIGHT -     6.374 (meters)       20.91  (feet) ADJUSTED
 KV3505  ______________________________________________________________________
 KV3505  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 KV3505  DYNAMIC HEIGHT  -          6.371 (meters)       20.90  (feet) COMP
 KV3505  MODELED GRAVITY -    980,165.9   (mgal)                       NAVD 88
 KV3505
 KV3505  VERT ORDER      -  FIRST     CLASS II
 KV3505
 KV3505.The horizontal coordinates were determined by differentially corrected
 KV3505.hand held GPS observations or other comparable positioning techniques
 KV3505.and have an estimated accuracy of +/- 3 meters.
 KV3505
 KV3505.The orthometric height was determined by differential leveling and
 KV3505.adjusted by the NATIONAL GEODETIC SURVEY
 KV3505.in September 2015.
 KV3505
 KV3505.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3505.GEOID18 height accuracy estimate available here.
 KV3505
 KV3505.Click photographs - Photos may exist for this station.
 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       -   149,160.9     190,341.7     MT  (+/- 3 meters HH1 GPS) 
 KV3505
 KV3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8290047744(NAD 83)
 KV3505
 KV3505                          SUPERSEDED SURVEY CONTROL
 KV3505
 KV3505  NAVD 88 (05/25/11)    6.369  (m)           20.90   (f) SUPERSEDED  1 2
 KV3505  NAVD 88 (06/15/91)    6.365  (m)           20.88   (f) SUPERSEDED  1 2
 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
 KV3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3505.See file dsdata.pdf to determine how the superseded data were derived.
 KV3505
 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 - June 23, 2012
 KV3505
 KV3505  HISTORY     - Date     Condition        Report By
 KV3505  HISTORY     - 1979     MONUMENTED       NGS
 KV3505  HISTORY     - 19890801 GOOD             NJGS
 KV3505  HISTORY     - 19960906 GOOD             NJGS
 KV3505  HISTORY     - 20061212 GOOD             MACDEL
 KV3505  HISTORY     - 20080825 GOOD             NJGS
 KV3505  HISTORY     - 20120623 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.
 KV3505
 KV3505                          STATION RECOVERY (2006)
 KV3505
 KV3505'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (JM)
 KV3505'RECOVERED AS DESCRIBED
 KV3505
 KV3505                          STATION RECOVERY (2008)
 KV3505
 KV3505'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV3505'RECOVERED AS DESCRIBED.
 KV3505
 KV3505                          STATION RECOVERY (2012)
 KV3505
 KV3505'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 KV3505'RECOVERED IN GOOD CONDITION.
 KV3505'
 KV3505'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST
 KV3505'OF POINT PLEASANT, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF POINT PLEASANT
 KV3505'BEACH AND 3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF ASBURY PARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2261 ***********************************************************************
 JU2261  DESIGNATION -  N 82
 JU2261  PID         -  JU2261
 JU2261  STATE/COUNTY-  NJ/SALEM
 JU2261  COUNTRY     -  US
 JU2261  USGS QUAD   -  SHILOH (2019)
 JU2261
 JU2261                         *CURRENT SURVEY CONTROL
 JU2261  ______________________________________________________________________
 JU2261* NAD 83(1986) POSITION- 39 29 49.54   (N) 075 20 01.95   (W)   HD_HELD1
 JU2261* NAVD 88 ORTHO HEIGHT -    22.250 (meters)       73.00  (feet) ADJUSTED
 JU2261  ______________________________________________________________________
 JU2261  GEOID HEIGHT    -        -33.722 (meters)                     GEOID18
 JU2261  DYNAMIC HEIGHT  -         22.239 (meters)       72.96  (feet) COMP
 JU2261  MODELED GRAVITY -    980,116.3   (mgal)                       NAVD 88
 JU2261
 JU2261  VERT ORDER      -  FIRST     CLASS II
 JU2261
 JU2261.The horizontal coordinates were determined by differentially corrected
 JU2261.hand held GPS observations or other comparable positioning techniques
 JU2261.and have an estimated accuracy of +/- 3 meters.
 JU2261
 JU2261.The orthometric height was determined by differential leveling and
 JU2261.adjusted by the NATIONAL GEODETIC SURVEY
 JU2261.in June 1991.
 JU2261
 JU2261.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2261.GEOID18 height accuracy estimate available here.
 JU2261
 JU2261.Click photographs - Photos may exist for this station.
 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       -    74,014.5      78,279.3     MT  (+/- 3 meters HH1 GPS) 
 JU2261
 JU2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7129271995(NAD 83)
 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
 JU2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2261.See file dsdata.pdf to determine how the superseded data were derived.
 JU2261
 JU2261_MARKER: DV = VERTICAL CONTROL DISK
 JU2261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2261_STAMPING: N 82 1979
 JU2261_MARK LOGO: NGS
 JU2261_PROJECTION: RECESSED 10 CENTIMETERS
 JU2261_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2261+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2019
 JU2261_ROD/PIPE-DEPTH: 12.2 meters
 JU2261
 JU2261  HISTORY     - Date     Condition        Report By
 JU2261  HISTORY     - 1979     MONUMENTED       NGS
 JU2261  HISTORY     - 20190802 GOOD             NJGS
 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.
 JU2261
 JU2261                          STATION RECOVERY (2019)
 JU2261
 JU2261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU2261'THE WITNESS POST IS ON THE UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AJ9095 ***********************************************************************
 AJ9095  PACS        -  This is a Primary Airport Control Station.
 AJ9095  DESIGNATION -  N 87 A
 AJ9095  PID         -  AJ9095
 AJ9095  STATE/COUNTY-  NJ/MERCER
 AJ9095  COUNTRY     -  US
 AJ9095  USGS QUAD   -  ALLENTOWN (2016)
 AJ9095
 AJ9095                         *CURRENT SURVEY CONTROL
 AJ9095  ______________________________________________________________________
 AJ9095* NAD 83(2011) POSITION- 40 12 49.56453(N) 074 35 38.52118(W)   ADJUSTED
 AJ9095* NAD 83(2011) ELLIP HT-     2.732 (meters)        (06/27/12)   ADJUSTED
 AJ9095* NAD 83(2011) EPOCH   -  2010.00
 AJ9095* NAVD 88 ORTHO HEIGHT -    35.469 (meters)      116.37  (feet) ADJUSTED
 AJ9095  ______________________________________________________________________
 AJ9095  GEOID HEIGHT    -        -32.734 (meters)                     GEOID18
 AJ9095  NAD 83(2011) X  -  1,295,717.985 (meters)                     COMP
 AJ9095  NAD 83(2011) Y  - -4,702,161.901 (meters)                     COMP
 AJ9095  NAD 83(2011) Z  -  4,096,141.726 (meters)                     COMP
 AJ9095  LAPLACE CORR    -          4.99  (seconds)                    DEFLEC18
 AJ9095  DYNAMIC HEIGHT  -         35.453 (meters)      116.32  (feet) COMP
 AJ9095  MODELED GRAVITY -    980,199.8   (mgal)                       NAVD 88
 AJ9095
 AJ9095  VERT ORDER      -  FIRST     CLASS II
 AJ9095
 AJ9095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ9095  Standards:
 AJ9095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ9095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ9095  -------------------------------------------------------------------
 AJ9095  NETWORK    0.73   0.53           0.34   0.24   0.27      0.07537980
 AJ9095  -------------------------------------------------------------------
 AJ9095  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AJ9095
 AJ9095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ9095.been affixed to the stable North American tectonic plate. See 
 AJ9095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ9095
 AJ9095.The horizontal coordinates are valid at the epoch date displayed above
 AJ9095.which is a decimal equivalence of Year/Month/Day.
 AJ9095
 AJ9095.The orthometric height was determined by differential leveling and
 AJ9095.adjusted by the NATIONAL GEODETIC SURVEY
 AJ9095.in March 2005.
 AJ9095
 AJ9095.No vertical observational check was made to the station.
 AJ9095
 AJ9095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ9095.GEOID18 height accuracy estimate available here.
 AJ9095
 AJ9095.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 AJ9095
 AJ9095.The ellipsoidal height was determined by GPS observations
 AJ9095.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AJ9095
 AJ9095;                    North         East     Units Scale Factor Converg.
 AJ9095;SPC NJ       -   153,252.357   141,995.999   MT  0.99990079   -0 03 38.6
 AJ9095;SPC NJ       -   502,795.44    465,865.21   sFT  0.99990079   -0 03 38.6
 AJ9095;UTM  18      - 4,451,562.823   534,544.912   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3454451562(NAD 83)
 AJ9095
 AJ9095                          SUPERSEDED SURVEY CONTROL
 AJ9095
 AJ9095  NAD 83(2007)-  40 12 49.56495(N)    074 35 38.52185(W) AD(2002.00) 0
 AJ9095  ELLIP H (02/10/07)    2.738  (m)                       GP(2002.00)    
 AJ9095  ELLIP H (01/21/03)    2.766  (m)                       GP(       ) 1 1
 AJ9095  NAD 83(1996)-  40 12 49.56496(N)    074 35 38.52173(W) AD(       ) B
 AJ9095  ELLIP H (04/19/02)    2.767  (m)                       GP(       ) 1 1
 AJ9095  NAVD 88 (04/19/02)   35.47   (m)  GEOID99  model used  GPS OBS        
 AJ9095
 AJ9095.Superseded values are not recommended for survey control.
 AJ9095
 AJ9095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ9095.See file dsdata.pdf to determine how the superseded data were derived.
 AJ9095
 AJ9095_MARKER: F = FLANGE-ENCASED ROD
 AJ9095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ9095_STAMPING: N 87 A 2001
 AJ9095_MARK LOGO: NGS
 AJ9095_PROJECTION: RECESSED 8 CENTIMETERS
 AJ9095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ9095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9095+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2020
 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  HISTORY     - 20060627 GOOD             NJGS
 AJ9095  HISTORY     - 20200325 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                          STATION RECOVERY (2002)
 AJ9095
 AJ9095'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 AJ9095'RECOVERED AS DESCRIBED.
 AJ9095'
 AJ9095
 AJ9095                          STATION RECOVERY (2006)
 AJ9095
 AJ9095'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (MVI)
 AJ9095'RECOVERED AS DESCRIBED.
 AJ9095
 AJ9095                          STATION RECOVERY (2020)
 AJ9095
 AJ9095'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 AJ9095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0954 ***********************************************************************
 JU0954  DESIGNATION -  N 9
 JU0954  PID         -  JU0954
 JU0954  STATE/COUNTY-  NJ/SALEM
 JU0954  COUNTRY     -  US
 JU0954  USGS QUAD   -  ALLOWAY (2019)
 JU0954
 JU0954                         *CURRENT SURVEY CONTROL
 JU0954  ______________________________________________________________________
 JU0954* NAD 83(1986) POSITION- 39 30 33.6    (N) 075 20 58.7    (W)   HD_HELD2
 JU0954* NAVD 88 ORTHO HEIGHT -    21.219 (meters)       69.62  (feet) ADJUSTED
 JU0954  ______________________________________________________________________
 JU0954  GEOID HEIGHT    -        -33.703 (meters)                     GEOID18
 JU0954  DYNAMIC HEIGHT  -         21.208 (meters)       69.58  (feet) COMP
 JU0954  MODELED GRAVITY -    980,107.4   (mgal)                       NAVD 88
 JU0954
 JU0954  VERT ORDER      -  FIRST     CLASS II
 JU0954
 JU0954.The horizontal coordinates were established by autonomous hand held GPS
 JU0954.observations and have an estimated accuracy of +/- 10 meters.
 JU0954
 JU0954.The orthometric height was determined by differential leveling and
 JU0954.adjusted by the NATIONAL GEODETIC SURVEY
 JU0954.in June 1991.
 JU0954
 JU0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0954.GEOID18 height accuracy estimate available here.
 JU0954
 JU0954.Click photographs - Photos may exist for this station.
 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       -    75,386.       76,936.      MT  (+/- 10 meters HH2 GPS)
 JU0954
 JU0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6994273358(NAD 83)
 JU0954
 JU0954                          SUPERSEDED SURVEY CONTROL
 JU0954
 JU0954  NGVD 29 (01/10/92)   21.514  (m)           70.58   (f) ADJUSTED    1 2
 JU0954  NGVD 29 (??/??/87)   21.582  (m)           70.81   (f) SUPERSEDED  1 2
 JU0954
 JU0954.Superseded values are not recommended for survey control.
 JU0954
 JU0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0954.See file dsdata.pdf to determine how the superseded data were derived.
 JU0954
 JU0954_MARKER: DB = BENCH MARK DISK
 JU0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0954_STAMPING: 70.807 N 9 1930
 JU0954_MARK LOGO: CGS
 JU0954_PROJECTION: FLUSH
 JU0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0954+STABILITY: SURFACE MOTION
 JU0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0954+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 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  HISTORY     - 20070713 GOOD             UE
 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.
 JU0954
 JU0954                          STATION RECOVERY (2007)
 JU0954
 JU0954'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4088 ***********************************************************************
 KV4088  DESIGNATION -  N BERGEN CASTLE FURNITURE TANK
 KV4088  PID         -  KV4088
 KV4088  STATE/COUNTY-  NJ/HUDSON
 KV4088  COUNTRY     -  US
 KV4088  USGS QUAD   -  WEEHAWKEN (2016)
 KV4088
 KV4088                         *CURRENT SURVEY CONTROL
 KV4088  ______________________________________________________________________
 KV4088* NAD 83(1996) POSITION- 40 47 19.73767(N) 074 01 25.91109(W)   ADJUSTED
 KV4088  ______________________________________________________________________
 KV4088  GEOID HEIGHT    -        -31.832 (meters)                     GEOID18
 KV4088  LAPLACE CORR    -          7.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4088.GEOID18 height accuracy estimate available here.
 KV4088
 KV4088.Click photographs - Photos may exist for this station.
 KV4088
 KV4088.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4088
 KV4088. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8235615772(NAD 83)
 KV4088
 KV4088                          SUPERSEDED SURVEY CONTROL
 KV4088
 KV4088  NAD 83(1996)-  40 47 19.73766(N)    074 01 25.91110(W) AD(       ) 3
 KV4088  NAD 83(1996)-  40 47 19.73718(N)    074 01 25.91197(W) AD(       ) 3
 KV4088  NAD 83(1992)-  40 47 19.73608(N)    074 01 25.91216(W) AD(       ) 3
 KV4088  NAD 83(1986)-  40 47 19.74095(N)    074 01 25.91390(W) AD(       ) 3
 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
 KV4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4088.See file dsdata.pdf to determine how the superseded data were derived.
 KV4088
 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 = JULY 24, 2026 22:12:30 EDT
 KV4008 ***********************************************************************
 KV4008  DESIGNATION -  N BERGEN P SERV NJ GAS HOLDER
 KV4008  PID         -  KV4008
 KV4008  STATE/COUNTY-  NJ/HUDSON
 KV4008  COUNTRY     -  US
 KV4008  USGS QUAD   -  WEEHAWKEN (2016)
 KV4008
 KV4008                         *CURRENT SURVEY CONTROL
 KV4008  ______________________________________________________________________
 KV4008* NAD 83(1996) POSITION- 40 46 55.15209(N) 074 02 04.40171(W)   ADJUSTED
 KV4008  ______________________________________________________________________
 KV4008  GEOID HEIGHT    -        -31.875 (meters)                     GEOID18
 KV4008  LAPLACE CORR    -          7.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4008.GEOID18 height accuracy estimate available here.
 KV4008
 KV4008.Click photographs - Photos may exist for this station.
 KV4008
 KV4008.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4008
 KV4008. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8146215004(NAD 83)
 KV4008
 KV4008                          SUPERSEDED SURVEY CONTROL
 KV4008
 KV4008  NAD 83(1996)-  40 46 55.15207(N)    074 02 04.40172(W) AD(       ) 3
 KV4008  NAD 83(1996)-  40 46 55.15155(N)    074 02 04.40251(W) AD(       ) 3
 KV4008  NAD 83(1992)-  40 46 55.15051(N)    074 02 04.40263(W) AD(       ) 3
 KV4008  NAD 83(1986)-  40 46 55.15516(N)    074 02 04.40516(W) AD(       ) 3
 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
 KV4008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4008.See file dsdata.pdf to determine how the superseded data were derived.
 KV4008
 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 = JULY 24, 2026 22:12:30 EDT
 KV4070 ***********************************************************************
 KV4070  DESIGNATION -  N BERGEN STD KNIT MILLS TANK
 KV4070  PID         -  KV4070
 KV4070  STATE/COUNTY-  NJ/HUDSON
 KV4070  COUNTRY     -  US
 KV4070  USGS QUAD   -  WEEHAWKEN (2016)
 KV4070
 KV4070                         *CURRENT SURVEY CONTROL
 KV4070  ______________________________________________________________________
 KV4070* NAD 83(1996) POSITION- 40 47 55.24938(N) 074 00 35.75664(W)   ADJUSTED
 KV4070  ______________________________________________________________________
 KV4070  GEOID HEIGHT    -        -31.776 (meters)                     GEOID18
 KV4070  LAPLACE CORR    -          7.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4070.GEOID18 height accuracy estimate available here.
 KV4070
 KV4070.Click photographs - Photos may exist for this station.
 KV4070
 KV4070.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4070
 KV4070. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8351916880(NAD 83)
 KV4070
 KV4070                          SUPERSEDED SURVEY CONTROL
 KV4070
 KV4070  NAD 83(1996)-  40 47 55.24937(N)    074 00 35.75670(W) AD(       ) 3
 KV4070  NAD 83(1996)-  40 47 55.24898(N)    074 00 35.75789(W) AD(       ) 3
 KV4070  NAD 83(1992)-  40 47 55.24777(N)    074 00 35.75825(W) AD(       ) 3
 KV4070  NAD 83(1986)-  40 47 55.25322(N)    074 00 35.75746(W) AD(       ) 3
 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
 KV4070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4070.See file dsdata.pdf to determine how the superseded data were derived.
 KV4070
 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 = JULY 24, 2026 22:12:30 EDT
 KV4067 ***********************************************************************
 KV4067  DESIGNATION -  N BERGEN WOODCLIFF COMMUN CH
 KV4067  PID         -  KV4067
 KV4067  STATE/COUNTY-  NJ/HUDSON
 KV4067  COUNTRY     -  US
 KV4067  USGS QUAD   -  WEEHAWKEN (2016)
 KV4067
 KV4067                         *CURRENT SURVEY CONTROL
 KV4067  ______________________________________________________________________
 KV4067* NAD 83(1996) POSITION- 40 47 57.29020(N) 074 00 21.59682(W)   ADJUSTED
 KV4067  ______________________________________________________________________
 KV4067  GEOID HEIGHT    -        -31.762 (meters)                     GEOID18
 KV4067  LAPLACE CORR    -          6.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4067.GEOID18 height accuracy estimate available here.
 KV4067
 KV4067.Click photographs - Photos may exist for this station.
 KV4067
 KV4067.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4067
 KV4067. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8385016947(NAD 83)
 KV4067
 KV4067                          SUPERSEDED SURVEY CONTROL
 KV4067
 KV4067  NAD 83(1996)-  40 47 57.29019(N)    074 00 21.59684(W) AD(       ) 3
 KV4067  NAD 83(1996)-  40 47 57.28984(N)    074 00 21.59781(W) AD(       ) 3
 KV4067  NAD 83(1992)-  40 47 57.28865(N)    074 00 21.59811(W) AD(       ) 3
 KV4067  NAD 83(1986)-  40 47 57.29361(N)    074 00 21.59843(W) AD(       ) 3
 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
 KV4067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4067.See file dsdata.pdf to determine how the superseded data were derived.
 KV4067
 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 = JULY 24, 2026 22:12:30 EDT
 KV4198 ***********************************************************************
 KV4198  DESIGNATION -  N NEWARK MONO SERVICE TANK
 KV4198  PID         -  KV4198
 KV4198  STATE/COUNTY-  NJ/ESSEX
 KV4198  COUNTRY     -  US
 KV4198  USGS QUAD   -  ORANGE (2016)
 KV4198
 KV4198                         *CURRENT SURVEY CONTROL
 KV4198  ______________________________________________________________________
 KV4198* NAD 83(1996) POSITION- 40 46 36.35828(N) 074 09 21.25350(W)   ADJUSTED
 KV4198  ______________________________________________________________________
 KV4198  GEOID HEIGHT    -        -32.263 (meters)                     GEOID18
 KV4198  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4198.GEOID18 height accuracy estimate available here.
 KV4198
 KV4198.Click photographs - Photos may exist for this station.
 KV4198
 KV4198.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4198
 KV4198. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7122914319(NAD 83)
 KV4198
 KV4198                          SUPERSEDED SURVEY CONTROL
 KV4198
 KV4198  NAD 83(1996)-  40 46 36.35806(N)    074 09 21.25371(W) AD(       ) 3
 KV4198  NAD 83(1986)-  40 46 36.35470(N)    074 09 21.25685(W) AD(       ) 3
 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
 KV4198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4198.See file dsdata.pdf to determine how the superseded data were derived.
 KV4198
 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 = JULY 24, 2026 22:12:30 EDT
 DR6705 ***********************************************************************
 DR6705  PACS        -  This is a Primary Airport Control Station.
 DR6705  DESIGNATION -  N07 A
 DR6705  PID         -  DR6705
 DR6705  STATE/COUNTY-  NJ/MORRIS
 DR6705  COUNTRY     -  US
 DR6705  USGS QUAD   -  POMPTON PLAINS (2016)
 DR6705
 DR6705                         *CURRENT SURVEY CONTROL
 DR6705  ______________________________________________________________________
 DR6705* NAD 83(2011) POSITION- 40 57 01.68218(N) 074 18 49.96672(W)   ADJUSTED
 DR6705* NAD 83(2011) ELLIP HT-    23.278 (meters)        (03/03/21)   ADJUSTED
 DR6705* NAD 83(2011) EPOCH   -  2010.00
 DR6705* NAVD 88 ORTHO HEIGHT -    55.69  (meters)      182.7   (feet) GPS OBS
 DR6705  ______________________________________________________________________
 DR6705  GEOID HEIGHT    -        -32.414 (meters)                     GEOID18
 DR6705  NAD 83(2011) X  -  1,304,309.820 (meters)                     COMP
 DR6705  NAD 83(2011) Y  - -4,644,548.677 (meters)                     COMP
 DR6705  NAD 83(2011) Z  -  4,158,285.407 (meters)                     COMP
 DR6705  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 DR6705
 DR6705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6705  Standards:
 DR6705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6705  -------------------------------------------------------------------
 DR6705  NETWORK    0.43   1.18           0.19   0.16   0.60      0.05328844
 DR6705  -------------------------------------------------------------------
 DR6705  Click here for local accuracies and other accuracy information.
 DR6705
 DR6705.This mark is at Lincoln Park Airport (N07)
 DR6705
 DR6705.The horizontal coordinates were established by GPS observations
 DR6705.and adjusted by the TERRA SURV in March 2021.
 DR6705
 DR6705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6705.been affixed to the stable North American tectonic plate. See 
 DR6705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6705
 DR6705.The horizontal coordinates are valid at the epoch date displayed above
 DR6705.which is a decimal equivalence of Year/Month/Day.
 DR6705
 DR6705.The orthometric height was determined by GPS observations and a
 DR6705.high-resolution geoid model.
 DR6705
 DR6705.GPS derived orthometric heights for airport stations designated as
 DR6705.PACS or SACS are published to 2 decimal places.  This maintains
 DR6705.centimeter relative accuracy between the PACS and SACS.  It does
 DR6705.not indicate centimeter accuracy relative to other marks which are
 DR6705.part of the published vertical control network.
 DR6705
 DR6705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6705.GEOID18 height accuracy estimate available here.
 DR6705
 DR6705.Click photographs - Photos may exist for this station.
 DR6705
 DR6705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6705
 DR6705.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6705
 DR6705.The ellipsoidal height was determined by GPS observations
 DR6705.and is referenced to NAD 83.
 DR6705
 DR6705. The following values were computed from the NAD 83(2011) position.
 DR6705
 DR6705;                    North         East     Units Scale Factor Converg.
 DR6705;SPC NJ       -   235,064.016   165,669.425   MT  0.99990302   +0 07 19.1
 DR6705;SPC NJ       -   771,205.86    543,533.77   sFT  0.99990302   +0 07 19.1
 DR6705;UTM  18      - 4,533,485.104   557,747.147   MT  0.99964104   +0 26 58.9
 DR6705
 DR6705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6705!SPC NJ       -   0.99999635  x   0.99990302  =   0.99989937
 DR6705!UTM  18      -   0.99999635  x   0.99964104  =   0.99963739
 DR6705
 DR6705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5774733485(NAD 83)
 DR6705
 DR6705                          SUPERSEDED SURVEY CONTROL
 DR6705
 DR6705.No superseded survey control is available for this station.
 DR6705
 DR6705_MARKER: F = FLANGE-ENCASED ROD
 DR6705_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR6705_STAMPING: N07 A 2019
 DR6705_MARK LOGO: NONE
 DR6705_PROJECTION: RECESSED 12 CENTIMETERS
 DR6705_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6705+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2019
 DR6705_ROD/PIPE-DEPTH: 14.8 meters
 DR6705_SLEEVE-DEPTH  : 1.0 meters
 DR6705
 DR6705  HISTORY     - Date     Condition        Report By
 DR6705  HISTORY     - 20191102 MONUMENTED       CDICOR
 DR6705
 DR6705                          STATION DESCRIPTION
 DR6705
 DR6705'DESCRIBED BY CDI CORPORATION 2019 (SML)
 DR6705'DESCRIBED BY CDI CORPORATION 2019 (SML). THE MARK IS LOCATED
 DR6705'APPROXIMATELY 5.3 KM (3.3 MI) SOUTHWEST OF RIVERDALE, APPROXIMATELY
 DR6705'3.9 KM (2.4 MI) NORTHWEST OF WAYNE AND APPROXIMATELY 2.7 KM (1.7 MI)
 DR6705'NORTHWEST OF LINCOLN PARK.  FOR ACCESS CONTACT THE AIRPORT MANAGER AT
 DR6705'973-628-7166, 425 BEAVERBROOK ROAD, LINCOLN PARK, NJ 07035.
 DR6705'
 DR6705'TO REACH FROM THE INTERSECTION OF JACKSONVILLE ROAD AND BEAVERBROOK
 DR6705'ROAD, GO SOUTH ON BEAVERBROOK ROAD 48.2 M (158.1 FT) TO THE ENTRANCE
 DR6705'DRIVE FOR 425 BEAVERBROOK ROAD ON THE RIGHT, GO WEST THROUGH THE
 DR6705'PARKING LOT AND VEHICLE ENTRANCE TO THE FIRST TAXIWAY 55.5 M (182.1
 DR6705'FT), GO SOUTH ON THE TAXIWAY 121.3 M (398.0 FT)  THE STATION IS ON THE
 DR6705'LEFT.   THE STATION IS THE TOP CENTER OF A 9/16 INCH (14 MM) STAINLESS
 DR6705'STEEL ROD DRIVEN TO REFUSAL DEPTH OF 14.8 M (48.6 FT) LOGO CAP IS
 DR6705'MOUNTED ON A 5 INCH (13 CM) DIAMETER PVC PIPE. A 1 M (3.3 FT) GREASED
 DR6705'SLEEVE WAS INSTALLED.  LOGO CAP IS FLUSH WITH THE GROUND AND THE TOP
 DR6705'OF THE ROD IS 12.7 CM (5 INCHES) BELOW THE TOP OF THE LOGO CAP.  THE
 DR6705'STATION IS LOCATED 23.6 M (77.4 FT) SOUTHWEST OF THE NORTHWEST CORNER
 DR6705'OF A HANGER BUILDING, 18.7 M (61.4 FT) NORTHWEST OF THE SOUTHWEST
 DR6705'CORNER OF THE SANE BUILDING AND 8.7 M (28.5 FT) OF THE CENTERLINE OF A
 DR6705'TAXIWAY.  THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 DR6705'STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6704 ***********************************************************************
 DR6704  SACS        -  This is a Secondary Airport Control Station.
 DR6704  DESIGNATION -  N07 B
 DR6704  PID         -  DR6704
 DR6704  STATE/COUNTY-  NJ/MORRIS
 DR6704  COUNTRY     -  US
 DR6704  USGS QUAD   -  POMPTON PLAINS (2016)
 DR6704
 DR6704                         *CURRENT SURVEY CONTROL
 DR6704  ______________________________________________________________________
 DR6704* NAD 83(2011) POSITION- 40 56 52.88572(N) 074 18 49.41976(W)   ADJUSTED
 DR6704* NAD 83(2011) ELLIP HT-    22.338 (meters)        (03/03/21)   ADJUSTED
 DR6704* NAD 83(2011) EPOCH   -  2010.00
 DR6704* NAVD 88 ORTHO HEIGHT -    54.76  (meters)      179.7   (feet) GPS OBS
 DR6704  ______________________________________________________________________
 DR6704  GEOID HEIGHT    -        -32.419 (meters)                     GEOID18
 DR6704  NAD 83(2011) X  -  1,304,370.028 (meters)                     COMP
 DR6704  NAD 83(2011) Y  - -4,644,715.754 (meters)                     COMP
 DR6704  NAD 83(2011) Z  -  4,158,079.839 (meters)                     COMP
 DR6704  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 DR6704
 DR6704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6704  Standards:
 DR6704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6704  -------------------------------------------------------------------
 DR6704  NETWORK    0.63   1.67           0.28   0.23   0.85      0.07821482
 DR6704  -------------------------------------------------------------------
 DR6704  Click here for local accuracies and other accuracy information.
 DR6704
 DR6704.This mark is at Lincoln Park Airport (N07)
 DR6704
 DR6704.The horizontal coordinates were established by GPS observations
 DR6704.and adjusted by the TERRA SURV in March 2021.
 DR6704
 DR6704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6704.been affixed to the stable North American tectonic plate. See 
 DR6704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6704
 DR6704.The horizontal coordinates are valid at the epoch date displayed above
 DR6704.which is a decimal equivalence of Year/Month/Day.
 DR6704
 DR6704.The orthometric height was determined by GPS observations and a
 DR6704.high-resolution geoid model.
 DR6704
 DR6704.GPS derived orthometric heights for airport stations designated as
 DR6704.PACS or SACS are published to 2 decimal places.  This maintains
 DR6704.centimeter relative accuracy between the PACS and SACS.  It does
 DR6704.not indicate centimeter accuracy relative to other marks which are
 DR6704.part of the published vertical control network.
 DR6704
 DR6704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6704.GEOID18 height accuracy estimate available here.
 DR6704
 DR6704.Click photographs - Photos may exist for this station.
 DR6704
 DR6704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6704
 DR6704.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6704
 DR6704.The ellipsoidal height was determined by GPS observations
 DR6704.and is referenced to NAD 83.
 DR6704
 DR6704. The following values were computed from the NAD 83(2011) position.
 DR6704
 DR6704;                    North         East     Units Scale Factor Converg.
 DR6704;SPC NJ       -   234,792.716   165,682.794   MT  0.99990303   +0 07 19.5
 DR6704;SPC NJ       -   770,315.77    543,577.63   sFT  0.99990303   +0 07 19.5
 DR6704;UTM  18      - 4,533,213.956   557,762.064   MT  0.99964106   +0 26 59.2
 DR6704
 DR6704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6704!SPC NJ       -   0.99999650  x   0.99990303  =   0.99989953
 DR6704!UTM  18      -   0.99999650  x   0.99964106  =   0.99963756
 DR6704
 DR6704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5776233213(NAD 83)
 DR6704
 DR6704                          SUPERSEDED SURVEY CONTROL
 DR6704
 DR6704.No superseded survey control is available for this station.
 DR6704
 DR6704_MARKER: DD = SURVEY DISK
 DR6704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6704_STAMPING: N07 B 2019
 DR6704_MARK LOGO: NONE
 DR6704_PROJECTION: FLUSH
 DR6704_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6704+STABILITY: SURFACE MOTION
 DR6704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6704+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2019
 DR6704
 DR6704  HISTORY     - Date     Condition        Report By
 DR6704  HISTORY     - 20191114 MONUMENTED       CDICOR
 DR6704
 DR6704                          STATION DESCRIPTION
 DR6704
 DR6704'DESCRIBED BY CDI CORPORATION 2019 (SML)
 DR6704'DESCRIBED BY CDI CORPORATION 2019 (SML). THE MARK IS LOCATED
 DR6704'APPROXIMATELY 5.3 KM (3.3 MI) SOUTHWEST OF RIVERDALE, APPROXIMATELY
 DR6704'3.9 KM (2.4 MI) NORTHWEST OF WAYNE AND APPROXIMATELY 2.7 KM (1.7 MI)
 DR6704'NORTHWEST OF LINCOLN PARK.  FOR ACCESS CONTACT THE AIRPORT MANAGER AT
 DR6704'973-628-7166, 425 BEAVERBROOK ROAD, LINCOLN PARK, NJ 07035.
 DR6704'
 DR6704'TO REACH FROM THE INTERSECTION OF JACKSONVILLE ROAD AND BEAVERBROOK
 DR6704'ROAD, GO SOUTH ON BEAVERBROOK ROAD 48.2 M (158.1 FT) TO THE ENTRANCE
 DR6704'DRIVE FOR 425 BEAVERBROOK ROAD ON THE RIGHT, GO WEST THROUGH THE
 DR6704'PARKING LOT AND VEHICLE ENTRANCE TO THE FIRST TAXIWAY 55.5 M (182.1
 DR6704'FT), GO SOUTH ON THE TAXIWAY 0.40 KM (0.25 MI) JUST PAST THE END OF
 DR6704'THE TAXIWAY   THE STATION IS ON THE LEFT.   THE STATION IS A BRASS
 DR6704'DISK SET INTO THE TOP OF A 30 CM (12 INCHES) DIAMETER CONCRETE
 DR6704'MONUMENT FLUSH WITH THE GROUND. THE STATION IS LOCATED 35.6 M (116.8
 DR6704'FT) EAST OF THE CENTERLINE OF A TAXIWAY, 24.3 M (79.7 FT) SOUTHWEST OF
 DR6704'THE SOUTHEAST CORNER OF A HANGER BUILDING AND 23.4 M (76.8 FT) SOUTH
 DR6704'OF THE SOUTHWEST CORNER OF THE SAME BUILDING.  THE STATION IS
 DR6704'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR6706 ***********************************************************************
 DR6706  SACS        -  This is a Secondary Airport Control Station.
 DR6706  DESIGNATION -  N07 C
 DR6706  PID         -  DR6706
 DR6706  STATE/COUNTY-  NJ/MORRIS
 DR6706  COUNTRY     -  US
 DR6706  USGS QUAD   -  POMPTON PLAINS (2016)
 DR6706
 DR6706                         *CURRENT SURVEY CONTROL
 DR6706  ______________________________________________________________________
 DR6706* NAD 83(2011) POSITION- 40 56 41.17094(N) 074 18 54.06205(W)   ADJUSTED
 DR6706* NAD 83(2011) ELLIP HT-    21.467 (meters)        (03/03/21)   ADJUSTED
 DR6706* NAD 83(2011) EPOCH   -  2010.00
 DR6706* NAVD 88 ORTHO HEIGHT -    53.89  (meters)      176.8   (feet) GPS OBS
 DR6706  ______________________________________________________________________
 DR6706  GEOID HEIGHT    -        -32.427 (meters)                     GEOID18
 DR6706  NAD 83(2011) X  -  1,304,329.340 (meters)                     COMP
 DR6706  NAD 83(2011) Y  - -4,644,972.488 (meters)                     COMP
 DR6706  NAD 83(2011) Z  -  4,157,806.311 (meters)                     COMP
 DR6706  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 DR6706
 DR6706  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6706  Standards:
 DR6706         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6706            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6706  -------------------------------------------------------------------
 DR6706  NETWORK    0.61   1.71           0.27   0.23   0.87      0.04756510
 DR6706  -------------------------------------------------------------------
 DR6706  Click here for local accuracies and other accuracy information.
 DR6706
 DR6706.This mark is at Lincoln Park Airport (N07)
 DR6706
 DR6706.The horizontal coordinates were established by GPS observations
 DR6706.and adjusted by the TERRA SURV in March 2021.
 DR6706
 DR6706.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6706.been affixed to the stable North American tectonic plate. See 
 DR6706.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6706
 DR6706.The horizontal coordinates are valid at the epoch date displayed above
 DR6706.which is a decimal equivalence of Year/Month/Day.
 DR6706
 DR6706.The orthometric height was determined by GPS observations and a
 DR6706.high-resolution geoid model.
 DR6706
 DR6706.GPS derived orthometric heights for airport stations designated as
 DR6706.PACS or SACS are published to 2 decimal places.  This maintains
 DR6706.centimeter relative accuracy between the PACS and SACS.  It does
 DR6706.not indicate centimeter accuracy relative to other marks which are
 DR6706.part of the published vertical control network.
 DR6706
 DR6706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6706.GEOID18 height accuracy estimate available here.
 DR6706
 DR6706.Click photographs - Photos may exist for this station.
 DR6706
 DR6706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6706
 DR6706.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6706
 DR6706.The ellipsoidal height was determined by GPS observations
 DR6706.and is referenced to NAD 83.
 DR6706
 DR6706. The following values were computed from the NAD 83(2011) position.
 DR6706
 DR6706;                    North         East     Units Scale Factor Converg.
 DR6706;SPC NJ       -   234,431.144   165,574.990   MT  0.99990298   +0 07 16.4
 DR6706;SPC NJ       -   769,129.51    543,223.95   sFT  0.99990298   +0 07 16.4
 DR6706;UTM  18      - 4,532,851.868   557,656.357   MT  0.99964091   +0 26 56.1
 DR6706
 DR6706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6706!SPC NJ       -   0.99999663  x   0.99990298  =   0.99989961
 DR6706!UTM  18      -   0.99999663  x   0.99964091  =   0.99963754
 DR6706
 DR6706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5765632851(NAD 83)
 DR6706
 DR6706                          SUPERSEDED SURVEY CONTROL
 DR6706
 DR6706.No superseded survey control is available for this station.
 DR6706
 DR6706_MARKER: DD = SURVEY DISK
 DR6706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6706_STAMPING: NO7 C 2019
 DR6706_MARK LOGO: NONE
 DR6706_PROJECTION: FLUSH
 DR6706_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6706+STABILITY: SURFACE MOTION
 DR6706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6706+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2019
 DR6706
 DR6706  HISTORY     - Date     Condition        Report By
 DR6706  HISTORY     - 20191114 MONUMENTED       CDICOR
 DR6706
 DR6706                          STATION DESCRIPTION
 DR6706
 DR6706'DESCRIBED BY CDI CORPORATION 2019 (SML)
 DR6706'DESCRIBED BY CDI CORPORATION 2019 (SML). THE MARK IS LOCATED
 DR6706'APPROXIMATELY 5.6 KM (3.5 MI) SOUTHWEST OF RIVERDALE, APPROXIMATELY
 DR6706'4.0 KM (2.5 MI) NORTHWEST OF WAYNE AND APPROXIMATELY 2.5 KM (1.6 MI)
 DR6706'NORTHWEST OF LINCOLN PARK.  FOR ACCESS CONTACT THE AIRPORT MANAGER AT
 DR6706'973-628-7166, 425 BEAVERBROOK ROAD, LINCOLN PARK, NJ 07035.
 DR6706'
 DR6706'TO REACH FROM THE INTERSECTION OF JACKSONVILLE ROAD AND BEAVERBROOK
 DR6706'ROAD, GO SOUTH ON BEAVERBROOK ROAD 48.2 M (158.1 FT) TO THE ENTRANCE
 DR6706'DRIVE FOR 425 BEAVERBROOK ROAD ON THE RIGHT, GO WEST THROUGH THE
 DR6706'PARKING LOT AND VEHICLE ENTRANCE CROSSING TWO TAXIWAYS TO THE RUNWAY
 DR6706'137.2 M (450.1 FT) GO SOUTH ON THE RUNWAY 0.8 KM (0.5 MI) TO THE
 DR6706'STATION ON THE RIGHT.   THE STATION IS A BRASS DISK SET INTO THE TOP
 DR6706'OF A 30 CM (12 INCHES) DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 DR6706'GROUND. THE STATION IS LOCATED 64.9 M (212.9 FT) WEST OF THE WEST EDGE
 DR6706'OF THE RUNWAY, 76.5 M (251.0 FT) SOUTHWEST OF THE THIRD TAXIWAY LIGHT
 DR6706'NORTH OF THE END OF THE RUNWAY LIGHTS, 58.9 M (193.2 FT) WEST OF THE
 DR6706'SECOND TAXIWAY LIGHT NORTH OF THE END OF THE RUNWAY LIGHTS AND 28.6 M
 DR6706'(93.8 FT) NORTHWEST OF THE WIND SOCK POLE.  THE STATION IS DESIGNATED
 DR6706'AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA9234 ***********************************************************************
 AA9234  SACS        -  This is a Secondary Airport Control Station.
 AA9234  DESIGNATION -  N14 A
 AA9234  PID         -  AA9234
 AA9234  STATE/COUNTY-  NJ/BURLINGTON
 AA9234  COUNTRY     -  US
 AA9234  USGS QUAD   -  MOUNT HOLLY (2019)
 AA9234
 AA9234                         *CURRENT SURVEY CONTROL
 AA9234  ______________________________________________________________________
 AA9234* NAD 83(2011) POSITION- 39 56 18.81698(N) 074 48 27.71710(W)   ADJUSTED
 AA9234* NAD 83(2011) ELLIP HT-   -18.584 (meters)        (06/27/12)   ADJUSTED
 AA9234* NAD 83(2011) EPOCH   -  2010.00
 AA9234* NAVD 88 ORTHO HEIGHT -    14.093 (meters)       46.24  (feet) ADJUSTED
 AA9234  ______________________________________________________________________
 AA9234  GEOID HEIGHT    -        -32.679 (meters)                     GEOID18
 AA9234  NAD 83(2011) X  -  1,283,325.183 (meters)                     COMP
 AA9234  NAD 83(2011) Y  - -4,725,931.202 (meters)                     COMP
 AA9234  NAD 83(2011) Z  -  4,072,745.412 (meters)                     COMP
 AA9234  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 AA9234  DYNAMIC HEIGHT  -         14.087 (meters)       46.22  (feet) COMP
 AA9234  MODELED GRAVITY -    980,194.1   (mgal)                       NAVD 88
 AA9234
 AA9234  VERT ORDER      -  FIRST     CLASS II
 AA9234
 AA9234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9234  Standards:
 AA9234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9234  -------------------------------------------------------------------
 AA9234  NETWORK    0.32   0.63           0.14   0.12   0.32     -0.01086748
 AA9234  -------------------------------------------------------------------
 AA9234  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9234
 AA9234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9234.been affixed to the stable North American tectonic plate. See 
 AA9234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9234
 AA9234.The horizontal coordinates are valid at the epoch date displayed above
 AA9234.which is a decimal equivalence of Year/Month/Day.
 AA9234
 AA9234.The orthometric height was determined by differential leveling and
 AA9234.adjusted by the NATIONAL GEODETIC SURVEY
 AA9234.in May 2011.
 AA9234
 AA9234.No vertical observational check was made to the station.
 AA9234
 AA9234.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9234.GEOID18 height accuracy estimate available here.
 AA9234
 AA9234.Click photographs - Photos may exist for this station.
 AA9234
 AA9234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9234
 AA9234.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9234
 AA9234.The ellipsoidal height was determined by GPS observations
 AA9234.and is referenced to NAD 83.
 AA9234
 AA9234.The dynamic height is computed by dividing the NAVD 88
 AA9234.geopotential number by the normal gravity value computed on the
 AA9234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9234.degrees latitude (g = 980.6199 gals.).
 AA9234
 AA9234.The modeled gravity was interpolated from observed gravity values.
 AA9234
 AA9234. The following values were computed from the NAD 83(2011) position.
 AA9234
 AA9234;                    North         East     Units Scale Factor Converg.
 AA9234;SPC NJ       -   122,738.519   123,703.452   MT  0.99990851   -0 11 51.1
 AA9234;SPC NJ       -   402,684.62    405,850.41   sFT  0.99990851   -0 11 51.1
 AA9234;UTM  18      - 4,420,955.746   516,429.447   MT  0.99960332   +0 07 24.4
 AA9234
 AA9234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9234!SPC NJ       -   1.00000292  x   0.99990851  =   0.99991143
 AA9234!UTM  18      -   1.00000292  x   0.99960332  =   0.99960623
 AA9234
 AA9234:                Primary Azimuth Mark                     Grid Az
 AA9234:SPC NJ       -  N14 C                                    178 30 41.5
 AA9234:UTM  18      -  N14 C                                    178 11 26.0
 AA9234
 AA9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1642920955(NAD 83)
 AA9234
 AA9234|---------------------------------------------------------------------|
 AA9234| PID    Reference Object                     Distance      Geod. Az  |
 AA9234|                                                           dddmmss.s |
 AA9234| AA9232 N14 C                               APPROX. 0.5 KM 1781850.4 |
 AA9234| AB8724 FLYING W 2                          334.266 METERS 17852     |
 AA9234|---------------------------------------------------------------------|
 AA9234
 AA9234                          SUPERSEDED SURVEY CONTROL
 AA9234
 AA9234  NAD 83(2007)-  39 56 18.81735(N)    074 48 27.71776(W) AD(2002.00) 0
 AA9234  ELLIP H (02/10/07)  -18.576  (m)                       GP(2002.00)    
 AA9234  ELLIP H (09/23/02)  -18.584  (m)                       GP(       ) 4 2
 AA9234  NAD 83(1992)-  39 56 18.81806(N)    074 48 27.71866(W) AD(       ) 1
 AA9234  ELLIP H (04/02/98)  -18.497  (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)  -18.590  (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)  -18.494  (m)                       GP(       ) 4 2
 AA9234  NAVD 88 (04/02/98)   14.12   (m)  GEOID96  model used  GPS OBS        
 AA9234  NAVD 88 (11/30/95)   14.11   (m)  GEOID93  model used  GPS OBS        
 AA9234
 AA9234.Superseded values are not recommended for survey control.
 AA9234
 AA9234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9234.See file dsdata.pdf to determine how the superseded data were derived.
 AA9234
 AA9234_MARKER: F = FLANGE-ENCASED 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: I = MARKER IS A STEEL ROD
 AA9234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9234+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 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  HISTORY     - 20080507 GOOD             NJGS
 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.
 AA9234
 AA9234                          STATION RECOVERY (2008)
 AA9234
 AA9234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AA9234'RECOVERED IN GOOD CONDITION.
 AA9234'
 AA9234'NOTE-THE WITNESS POST WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AA9233 ***********************************************************************
 AA9233  SACS        -  This is a Secondary Airport Control Station.
 AA9233  DESIGNATION -  N14 B
 AA9233  PID         -  AA9233
 AA9233  STATE/COUNTY-  NJ/BURLINGTON
 AA9233  COUNTRY     -  US
 AA9233  USGS QUAD   -  MOUNT HOLLY (2019)
 AA9233
 AA9233                         *CURRENT SURVEY CONTROL
 AA9233  ______________________________________________________________________
 AA9233* NAD 83(2011) POSITION- 39 55 48.65084(N) 074 48 26.42095(W)   ADJUSTED
 AA9233* NAD 83(2011) ELLIP HT-   -21.392 (meters)        (06/27/12)   ADJUSTED
 AA9233* NAD 83(2011) EPOCH   -  2010.00
 AA9233* NAVD 88 ORTHO HEIGHT -    11.295 (meters)       37.06  (feet) ADJUSTED
 AA9233  ______________________________________________________________________
 AA9233  GEOID HEIGHT    -        -32.687 (meters)                     GEOID18
 AA9233  NAD 83(2011) X  -  1,283,510.830 (meters)                     COMP
 AA9233  NAD 83(2011) Y  - -4,726,497.419 (meters)                     COMP
 AA9233  NAD 83(2011) Z  -  4,072,030.198 (meters)                     COMP
 AA9233  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 AA9233  DYNAMIC HEIGHT  -         11.290 (meters)       37.04  (feet) COMP
 AA9233  MODELED GRAVITY -    980,193.0   (mgal)                       NAVD 88
 AA9233
 AA9233  VERT ORDER      -  FIRST     CLASS II
 AA9233
 AA9233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9233  Standards:
 AA9233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9233  -------------------------------------------------------------------
 AA9233  NETWORK    0.34   0.67           0.15   0.13   0.34     -0.01221751
 AA9233  -------------------------------------------------------------------
 AA9233  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9233
 AA9233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9233.been affixed to the stable North American tectonic plate. See 
 AA9233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9233
 AA9233.The horizontal coordinates are valid at the epoch date displayed above
 AA9233.which is a decimal equivalence of Year/Month/Day.
 AA9233
 AA9233.The orthometric height was determined by differential leveling and
 AA9233.adjusted by the NATIONAL GEODETIC SURVEY
 AA9233.in May 2011.
 AA9233
 AA9233.No vertical observational check was made to the station.
 AA9233
 AA9233.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9233.GEOID18 height accuracy estimate available here.
 AA9233
 AA9233.Click photographs - Photos may exist for this station.
 AA9233
 AA9233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9233
 AA9233.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9233
 AA9233.The ellipsoidal height was determined by GPS observations
 AA9233.and is referenced to NAD 83.
 AA9233
 AA9233.The dynamic height is computed by dividing the NAVD 88
 AA9233.geopotential number by the normal gravity value computed on the
 AA9233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9233.degrees latitude (g = 980.6199 gals.).
 AA9233
 AA9233.The modeled gravity was interpolated from observed gravity values.
 AA9233
 AA9233. The following values were computed from the NAD 83(2011) position.
 AA9233
 AA9233;                    North         East     Units Scale Factor Converg.
 AA9233;SPC NJ       -   121,808.101   123,731.019   MT  0.99990849   -0 11 50.2
 AA9233;SPC NJ       -   399,632.08    405,940.85   sFT  0.99990849   -0 11 50.2
 AA9233;UTM  18      - 4,420,025.781   516,462.215   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1646220025(NAD 83)
 AA9233
 AA9233|---------------------------------------------------------------------|
 AA9233| PID    Reference Object                     Distance      Geod. Az  |
 AA9233|                                                           dddmmss.s |
 AA9233| AB8723 FLYING W 1                            5.161 METERS 27225     |
 AA9233|---------------------------------------------------------------------|
 AA9233
 AA9233                          SUPERSEDED SURVEY CONTROL
 AA9233
 AA9233  NAD 83(2007)-  39 55 48.65121(N)    074 48 26.42161(W) AD(2002.00) 0
 AA9233  ELLIP H (02/10/07)  -21.384  (m)                       GP(2002.00)    
 AA9233  ELLIP H (09/23/02)  -21.388  (m)                       GP(       ) 4 2
 AA9233  NAD 83(1992)-  39 55 48.65204(N)    074 48 26.42257(W) AD(       ) 1
 AA9233  ELLIP H (04/02/98)  -21.301  (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)  -21.403  (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)  -21.298  (m)                       GP(       ) 4 2
 AA9233  NAVD 88 (04/02/98)   11.32   (m)  GEOID96  model used  GPS OBS        
 AA9233  NAVD 88 (11/30/95)   11.31   (m)  GEOID93  model used  GPS OBS        
 AA9233
 AA9233.Superseded values are not recommended for survey control.
 AA9233
 AA9233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9233.See file dsdata.pdf to determine how the superseded data were derived.
 AA9233
 AA9233_MARKER: F = FLANGE-ENCASED ROD
 AA9233_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9233_STAMPING: N14 B 1994
 AA9233_MARK LOGO: NGS
 AA9233_PROJECTION: RECESSED 20 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 - May 07, 2008
 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  HISTORY     - 20080507 GOOD             NJGS
 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.
 AA9233
 AA9233                          STATION RECOVERY (2008)
 AA9233
 AA9233'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AA9233'RECOVERED IN GOOD CONDITION.
 AA9233'
 AA9233'NOTE-ADDITIONS.
 AA9233'
 AA9233'NOTE-THE WITNESS POST WAS REMOVED.  THE TOP OF THE FLANGED CAP IS
 AA9233'ABOUT 6 INCHES (15 CM) BELOW THE GRASS.
 AA9233'
 AA9233'THE STATION IS 5.161 M (16.9 FT) EAST OF STATION FLYING WEST 1
 AA9233'(AB8723), 67.0 FT (20.4 M) NORTH OF THE NORTH EDGE OF THE TAXIWAY TO
 AA9233'RUNWAY 1, 57.4 FT (17.5 M) WEST OF THE WEST EDGE OF RUNWAY 1, 33.6 FT
 AA9233'(10.2 M) EAST OF THE EAST EDGE OF THE TAXIWAY, 57.6 FT (17.6 M)
 AA9233'NORTHEAST OF THE LIGHT AT THE SOUTHWEST CORNER OF THE TAXIWAY AND
 AA9233'TAXIWAY ENTRANCE TO RUNWAY 1, 79.5 FT (24.2 M) NORTHWEST OF THE RUNWAY
 AA9233'1 LANDING LIGHT AT THE SOUTHWEST CORNER OF THE RUNWAY, 139.3 FT (42.5
 AA9233'M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE PAD FOR THE
 AA9233'THE WESTERLY VASI LIGHT FOR RUNWAY 1.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AA9232  USGS QUAD   -  MOUNT HOLLY (2019)
 AA9232
 AA9232                         *CURRENT SURVEY CONTROL
 AA9232  ______________________________________________________________________
 AA9232* NAD 83(2011) POSITION- 39 56 01.76617(N) 074 48 27.06515(W)   ADJUSTED
 AA9232* NAD 83(2011) ELLIP HT-   -18.776 (meters)        (06/27/12)   ADJUSTED
 AA9232* NAD 83(2011) EPOCH   -  2010.00
 AA9232* NAVD 88 ORTHO HEIGHT -    13.908 (meters)       45.63  (feet) ADJUSTED
 AA9232  ______________________________________________________________________
 AA9232  GEOID HEIGHT    -        -32.683 (meters)                     GEOID18
 AA9232  NAD 83(2011) X  -  1,283,428.551 (meters)                     COMP
 AA9232  NAD 83(2011) Y  - -4,726,252.792 (meters)                     COMP
 AA9232  NAD 83(2011) Z  -  4,072,342.058 (meters)                     COMP
 AA9232  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 AA9232  DYNAMIC HEIGHT  -         13.901 (meters)       45.61  (feet) COMP
 AA9232  MODELED GRAVITY -    980,193.5   (mgal)                       NAVD 88
 AA9232
 AA9232  VERT ORDER      -  FIRST     CLASS II
 AA9232
 AA9232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9232  Standards:
 AA9232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9232  -------------------------------------------------------------------
 AA9232  NETWORK    0.27   0.53           0.12   0.10   0.27     -0.01342236
 AA9232  -------------------------------------------------------------------
 AA9232  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9232
 AA9232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9232.been affixed to the stable North American tectonic plate. See 
 AA9232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9232
 AA9232.The horizontal coordinates are valid at the epoch date displayed above
 AA9232.which is a decimal equivalence of Year/Month/Day.
 AA9232
 AA9232.The orthometric height was determined by differential leveling and
 AA9232.adjusted by the NATIONAL GEODETIC SURVEY
 AA9232.in May 2011.
 AA9232
 AA9232.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9232.GEOID18 height accuracy estimate available here.
 AA9232
 AA9232.Click photographs - Photos may exist for this station.
 AA9232
 AA9232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9232
 AA9232.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9232
 AA9232.The ellipsoidal height was determined by GPS observations
 AA9232.and is referenced to NAD 83.
 AA9232
 AA9232.The dynamic height is computed by dividing the NAVD 88
 AA9232.geopotential number by the normal gravity value computed on the
 AA9232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9232.degrees latitude (g = 980.6199 gals.).
 AA9232
 AA9232.The modeled gravity was interpolated from observed gravity values.
 AA9232
 AA9232. The following values were computed from the NAD 83(2011) position.
 AA9232
 AA9232;                    North         East     Units Scale Factor Converg.
 AA9232;SPC NJ       -   122,212.625   123,717.117   MT  0.99990850   -0 11 50.6
 AA9232;SPC NJ       -   400,959.25    405,895.24   sFT  0.99990850   -0 11 50.6
 AA9232;UTM  18      - 4,420,430.097   516,446.052   MT  0.99960333   +0 07 24.8
 AA9232
 AA9232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9232!SPC NJ       -   1.00000295  x   0.99990850  =   0.99991145
 AA9232!UTM  18      -   1.00000295  x   0.99960333  =   0.99960627
 AA9232
 AA9232:                Primary Azimuth Mark                     Grid Az
 AA9232:SPC NJ       -  N14 B                                    178 01 54.6
 AA9232:UTM  18      -  N14 B                                    177 42 39.2
 AA9232
 AA9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1644620430(NAD 83)
 AA9232
 AA9232|---------------------------------------------------------------------|
 AA9232| PID    Reference Object                     Distance      Geod. Az  |
 AA9232|                                                           dddmmss.s |
 AA9232| AA9233 N14 B                               404.800 METERS 1775004.0 |
 AA9232| AB8723 FLYING W 1                          404.421 METERS 1783347.8 |
 AA9232| AB8724 FLYING W 2                          191.897 METERS 35720     |
 AA9232| AA9234 N14 A                               APPROX. 0.5 KM 3581850.8 |
 AA9232|---------------------------------------------------------------------|
 AA9232
 AA9232                          SUPERSEDED SURVEY CONTROL
 AA9232
 AA9232  NAD 83(2007)-  39 56 01.76654(N)    074 48 27.06582(W) AD(2002.00) 0
 AA9232  ELLIP H (02/10/07)  -18.768  (m)                       GP(2002.00)    
 AA9232  ELLIP H (09/24/01)  -18.774  (m)                       GP(       ) 4 1
 AA9232  NAD 83(1992)-  39 56 01.76728(N)    074 48 27.06666(W) AD(       ) B
 AA9232  ELLIP H (03/24/98)  -18.687  (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)  -18.787  (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)  -18.684  (m)                       GP(       ) 1 1
 AA9232  NAVD 88 (03/24/98)   13.93   (m)  GEOID96  model used  GPS OBS        
 AA9232  NAVD 88 (11/22/95)   13.92   (m)  GEOID93  model used  GPS OBS        
 AA9232
 AA9232.Superseded values are not recommended for survey control.
 AA9232
 AA9232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9232.See file dsdata.pdf to determine how the superseded data were derived.
 AA9232
 AA9232_MARKER: F = FLANGE-ENCASED 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9232+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 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  HISTORY     - 20080507 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                          STATION RECOVERY (2008)
 AA9232
 AA9232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 AA9232'RECOVEREDIN GOOD CONDITION.
 AA9232'
 AA9232'NOTE-THE WITNESS POST WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2736 ***********************************************************************
 JU2736  DESIGNATION -  NACOTE
 JU2736  PID         -  JU2736
 JU2736  STATE/COUNTY-  NJ/ATLANTIC
 JU2736  COUNTRY     -  US
 JU2736  USGS QUAD   -  NEW GRETNA (2019)
 JU2736
 JU2736                         *CURRENT SURVEY CONTROL
 JU2736  ______________________________________________________________________
 JU2736* NAD 83(1996) POSITION- 39 31 55.44754(N) 074 27 40.88662(W)   ADJUSTED
 JU2736* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU2736  ______________________________________________________________________
 JU2736  GEOID HEIGHT    -        -33.643 (meters)                     GEOID18
 JU2736  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2736.GEOID18 height accuracy estimate available here.
 JU2736
 JU2736.Click photographs - Photos may exist for this station.
 JU2736
 JU2736.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2736
 JU2736. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000487  x   0.99990014  =   0.99990501
 JU2736!UTM  18      -   1.00000487  x   0.99962638  =   0.99963125
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4629075962(NAD 83)
 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
 JU2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2736.See file dsdata.pdf to determine how the superseded data were derived.
 JU2736
 JU2736_MARKER: DS = TRIANGULATION STATION DISK
 JU2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2736_STAMPING: NACOTE 1935
 JU2736_MARK LOGO: CGS
 JU2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2736+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU3356 ***********************************************************************
 JU3356  DESIGNATION -  NANTUXENT
 JU3356  PID         -  JU3356
 JU3356  STATE/COUNTY-  NJ/CUMBERLAND
 JU3356  COUNTRY     -  US
 JU3356  USGS QUAD   -  CEDARVILLE (2019)
 JU3356
 JU3356                         *CURRENT SURVEY CONTROL
 JU3356  ______________________________________________________________________
 JU3356* NAD 83(1996) POSITION- 39 16 29.93590(N) 075 14 34.58434(W)   ADJUSTED
 JU3356* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3356  ______________________________________________________________________
 JU3356  GEOID HEIGHT    -        -34.226 (meters)                     GEOID18
 JU3356  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3356.GEOID18 height accuracy estimate available here.
 JU3356
 JU3356.Click photographs - Photos may exist for this station.
 JU3356
 JU3356.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3356
 JU3356. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000526  x   0.99960541  =   0.99961067
 JU3356
 JU3356:                Primary Azimuth Mark                     Grid Az
 JU3356:SPC NJ       -  ELBOW OF CROSS LEDGE LIGHT               192 32 56.2
 JU3356:UTM  18      -  ELBOW OF CROSS LEDGE LIGHT               192 13 56.7
 JU3356
 JU3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7904547320(NAD 83)
 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
 JU3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3356.See file dsdata.pdf to determine how the superseded data were derived.
 JU3356
 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 = JULY 24, 2026 22:12:30 EDT
 JU3000 ***********************************************************************
 JU3000  DESIGNATION -  NARDY
 JU3000  PID         -  JU3000
 JU3000  STATE/COUNTY-  NJ/ATLANTIC
 JU3000  COUNTRY     -  US
 JU3000  USGS QUAD   -  NEWTONVILLE (2019)
 JU3000
 JU3000                         *CURRENT SURVEY CONTROL
 JU3000  ______________________________________________________________________
 JU3000* NAD 83(1996) POSITION- 39 33 40.85614(N) 074 48 55.83486(W)   ADJUSTED
 JU3000* NAVD 88 ORTHO HEIGHT -    24.    (meters)       79.    (feet) SCALED
 JU3000  ______________________________________________________________________
 JU3000  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 JU3000  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3000.GEOID18 height accuracy estimate available here.
 JU3000
 JU3000.Click photographs - Photos may exist for this station.
 JU3000
 JU3000.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3000
 JU3000. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000157  x   0.99990905  =   0.99991062
 JU3000!UTM  18      -   1.00000157  x   0.99960309  =   0.99960466
 JU3000
 JU3000:                Primary Azimuth Mark                     Grid Az
 JU3000:SPC NJ       -  RICHLAND RESET                           202 02 55.1
 JU3000:UTM  18      -  RICHLAND RESET                           201 43 48.7
 JU3000
 JU3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1584879089(NAD 83)
 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                           64.216 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
 JU3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3000.See file dsdata.pdf to determine how the superseded data were derived.
 JU3000
 JU3000_MARKER: DS = TRIANGULATION STATION DISK
 JU3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3000_STAMPING: NARDY 1935
 JU3000_MARK LOGO: CGS
 JU3000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3000+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2999 ***********************************************************************
 JU2999  DESIGNATION -  NARDY RM 3
 JU2999  PID         -  JU2999
 JU2999  STATE/COUNTY-  NJ/ATLANTIC
 JU2999  COUNTRY     -  US
 JU2999  USGS QUAD   -  NEWTONVILLE (2019)
 JU2999
 JU2999                         *CURRENT SURVEY CONTROL
 JU2999  ______________________________________________________________________
 JU2999* NAD 83(2011) POSITION- 39 33 38.95379(N) 074 48 56.92779(W)   ADJUSTED
 JU2999* NAD 83(2011) ELLIP HT-    -8.302 (meters)        (06/27/12)   ADJUSTED
 JU2999* NAD 83(2011) EPOCH   -  2010.00
 JU2999* NAVD 88 ORTHO HEIGHT -    25.3   (meters)       83.    (feet) GPS OBS
 JU2999  ______________________________________________________________________
 JU2999  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU2999  GEOID HEIGHT    -        -33.930 (meters)                     GEOID93
 JU2999  GEOID HEIGHT    -        -33.631 (meters)                     GEOID18
 JU2999  NAD 83(2011) X  -  1,289,682.223 (meters)                     COMP
 JU2999  NAD 83(2011) Y  - -4,752,002.314 (meters)                     COMP
 JU2999  NAD 83(2011) Z  -  4,040,506.449 (meters)                     COMP
 JU2999  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 JU2999
 JU2999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2999  Standards:
 JU2999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2999  -------------------------------------------------------------------
 JU2999  NETWORK    0.41   0.76           0.18   0.15   0.39     -0.14342507
 JU2999  -------------------------------------------------------------------
 JU2999  Click here for local accuracies and other accuracy information.
 JU2999
 JU2999.The horizontal coordinates were established by GPS observations
 JU2999.and adjusted by the National Geodetic Survey in June 2012.
 JU2999
 JU2999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2999.been affixed to the stable North American tectonic plate. See 
 JU2999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2999
 JU2999.The horizontal coordinates are valid at the epoch date displayed above
 JU2999.which is a decimal equivalence of Year/Month/Day.
 JU2999
 JU2999.The orthometric height was determined by GPS observations and a
 JU2999.high-resolution geoid model.
 JU2999
 JU2999.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2999.GEOID18 height accuracy estimate available here.
 JU2999
 JU2999.Click photographs - Photos may exist for this station.
 JU2999
 JU2999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2999
 JU2999.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2999
 JU2999.The ellipsoidal height was determined by GPS observations
 JU2999.and is referenced to NAD 83.
 JU2999
 JU2999. The following values were computed from the NAD 83(2011) position.
 JU2999
 JU2999;                    North         East     Units Scale Factor Converg.
 JU2999;SPC NJ       -    80,804.636   122,862.199   MT  0.99990906   -0 12 04.1
 JU2999;SPC NJ       -   265,106.54    403,090.40   sFT  0.99990906   -0 12 04.1
 JU2999;UTM  18      - 4,379,030.638   515,822.387   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1582279030(NAD 83)
 JU2999
 JU2999                          SUPERSEDED SURVEY CONTROL
 JU2999
 JU2999  NAD 83(2007)-  39 33 38.95417(N)    074 48 56.92847(W) AD(2002.00) 0
 JU2999  ELLIP H (02/10/07)   -8.295  (m)                       GP(2002.00)    
 JU2999  ELLIP H (10/23/02)   -8.269  (m)                       GP(       ) 4 1
 JU2999  NAD 83(1996)-  39 33 38.95412(N)    074 48 56.92870(W) AD(       ) 1
 JU2999  ELLIP H (05/14/99)   -8.286  (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
 JU2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2999.See file dsdata.pdf to determine how the superseded data were derived.
 JU2999
 JU2999_MARKER: DR = REFERENCE MARK DISK
 JU2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2999_STAMPING: NARDY NO 3 1935
 JU2999_MARK LOGO: CGS
 JU2999_PROJECTION: FLUSH
 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 - May 21, 2009
 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  HISTORY     - 20090521 GOOD             INDIV
 JU2999
 JU2999                          STATION DESCRIPTION
 JU2999
 JU2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GRF)
 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.
 JU2999
 JU2999                          STATION RECOVERY (2009)
 JU2999
 JU2999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU2999'REFERENCE MARK NUMBER 3 AND REFERENCE MARK NUMBER 4 WERE RECOVERED AT
 JU2999'THIS TIME. BOTH WERE RECOVERED IN GOOD CONDITION 1 FT. NORTHEAST OF
 JU2999'ORANGE CARSONITE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2538 ***********************************************************************
 JU2538  DESIGNATION -  NASSAU
 JU2538  PID         -  JU2538
 JU2538  STATE/COUNTY-  NJ/SALEM
 JU2538  COUNTRY     -  US
 JU2538  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2538
 JU2538                         *CURRENT SURVEY CONTROL
 JU2538  ______________________________________________________________________
 JU2538* NAD 83(1996) POSITION- 39 38 43.51561(N) 075 32 31.06450(W)   NO CHECK
 JU2538* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) VERTCON3
 JU2538  ______________________________________________________________________
 JU2538  GEOID HEIGHT    -        -33.204 (meters)                     GEOID18
 JU2538  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 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
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2538.GEOID18 height accuracy estimate available here.
 JU2538
 JU2538.Click photographs - Photos may exist for this station.
 JU2538
 JU2538.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2538
 JU2538. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000485  x   0.99962662  =   0.99963147
 JU2538
 JU2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5349988543(NAD 83)
 JU2538
 JU2538                          SUPERSEDED SURVEY CONTROL
 JU2538
 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
 JU2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2538.See file dsdata.pdf to determine how the superseded data were derived.
 JU2538
 JU2538_MARKER: DD = SURVEY DISK
 JU2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2538_STAMPING: NASSAU 1983
 JU2538_MARK LOGO: NOS
 JU2538_PROJECTION: FLUSH
 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     - 1983     MONUMENTED       NOS
 JU2538  HISTORY     - 20071119 MARK NOT FOUND   UE
 JU2538
 JU2538                          STATION DESCRIPTION
 JU2538
 JU2538'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (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.
 JU2538
 JU2538                          STATION RECOVERY (2007)
 JU2538
 JU2538'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2538'NOTHING DETECTED USING A METAL DETECTOR.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5437 ***********************************************************************
 KV5437  DESIGNATION -  NAT
 KV5437  PID         -  KV5437
 KV5437  STATE/COUNTY-  NJ/MIDDLESEX
 KV5437  COUNTRY     -  US
 KV5437  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5437
 KV5437                         *CURRENT SURVEY CONTROL
 KV5437  ______________________________________________________________________
 KV5437* NAD 83(1996) POSITION- 40 27 49.21446(N) 074 23 07.09135(W)   ADJUSTED
 KV5437* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5437  ______________________________________________________________________
 KV5437  GEOID HEIGHT    -        -32.722 (meters)                     GEOID18
 KV5437  LAPLACE CORR    -          5.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5437.GEOID18 height accuracy estimate available here.
 KV5437
 KV5437.Click photographs - Photos may exist for this station.
 KV5437
 KV5437.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5437
 KV5437. The following values were computed from the NAD 83(1996) position.
 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       -  MAX                                      228 31 48.7
 KV5437:SPC NY L     -  MAX                                      228 51 24.0
 KV5437:UTM  18      -  MAX                                      228 12 20.6
 KV5437
 KV5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5211379403(NAD 83)
 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
 KV5437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5437.See file dsdata.pdf to determine how the superseded data were derived.
 KV5437
 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 = JULY 24, 2026 22:12:30 EDT
 KV6419 ***********************************************************************
 KV6419  DESIGNATION -  NATIONAL
 KV6419  PID         -  KV6419
 KV6419  STATE/COUNTY-  NJ/BURLINGTON
 KV6419  COUNTRY     -  US
 KV6419  USGS QUAD   -  BRISTOL (2019)
 KV6419
 KV6419                         *CURRENT SURVEY CONTROL
 KV6419  ______________________________________________________________________
 KV6419* NAD 83(1996) POSITION- 40 06 30.75184(N) 074 49 54.97884(W)   ADJUSTED
 KV6419* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6419  ______________________________________________________________________
 KV6419  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 KV6419  LAPLACE CORR    -          3.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6419.GEOID18 height accuracy estimate available here.
 KV6419
 KV6419.Click photographs - Photos may exist for this station.
 KV6419
 KV6419.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6419
 KV6419. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1432239817(NAD 83)
 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
 KV6419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6419.See file dsdata.pdf to determine how the superseded data were derived.
 KV6419
 KV6419_MARKER: Z = SEE DESCRIPTION
 KV6419_SETTING: 0 = UNSPECIFIED SETTING
 KV6419_MARK LOGO: USACE
 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       USACE
 KV6419
 KV6419                          STATION DESCRIPTION
 KV6419
 KV6419'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3089 ***********************************************************************
 JU3089  DESIGNATION -  NATIONAL PK REVOLUTION MON USE
 JU3089  PID         -  JU3089
 JU3089  STATE/COUNTY-  NJ/GLOUCESTER
 JU3089  COUNTRY     -  US
 JU3089  USGS QUAD   -  WOODBURY (2019)
 JU3089
 JU3089                         *CURRENT SURVEY CONTROL
 JU3089  ______________________________________________________________________
 JU3089* NAD 83(1996) POSITION- 39 52 16.93309(N) 075 11 21.78387(W)   ADJUSTED
 JU3089* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 JU3089  ______________________________________________________________________
 JU3089  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 JU3089  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3089.GEOID18 height accuracy estimate available here.
 JU3089
 JU3089.Click photographs - Photos may exist for this station.
 JU3089
 JU3089.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3089
 JU3089. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000380  x   0.99960323  =   0.99960703
 JU3089
 JU3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8380313497(NAD 83)
 JU3089
 JU3089                          SUPERSEDED SURVEY CONTROL
 JU3089
 JU3089  NAD 83(1991)-  39 52 16.92966(N)    075 11 21.78565(W) AD(       ) 3
 JU3089  NAD 83(1986)-  39 52 16.92449(N)    075 11 21.78763(W) AD(       ) 3
 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
 JU3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3089.See file dsdata.pdf to determine how the superseded data were derived.
 JU3089
 JU3089_MARKER: 70 = MONUMENT
 JU3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3089+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 JU3089
 JU3089  HISTORY     - Date     Condition        Report By
 JU3089  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3089  HISTORY     - 1946     GOOD             CGS
 JU3089  HISTORY     - 1976     GOOD             NGS
 JU3089  HISTORY     - 20070501 GOOD             UE
 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.
 JU3089
 JU3089                          STATION RECOVERY (2007)
 JU3089
 JU3089'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2820 ***********************************************************************
 KU2820  DESIGNATION -  NAVESINK LIGHT NORTH
 KU2820  PID         -  KU2820
 KU2820  STATE/COUNTY-  NJ/MONMOUTH
 KU2820  COUNTRY     -  US
 KU2820  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2820
 KU2820                         *CURRENT SURVEY CONTROL
 KU2820  ______________________________________________________________________
 KU2820* NAD 83(1996) POSITION- 40 23 47.63971(N) 073 59 09.03492(W)   ADJUSTED
 KU2820* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2820  ______________________________________________________________________
 KU2820  GEOID HEIGHT    -        -32.587 (meters)                     GEOID18
 KU2820  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2820.GEOID18 height accuracy estimate available here.
 KU2820
 KU2820.Click photographs - Photos may exist for this station.
 KU2820
 KU2820.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2820
 KU2820. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000485  x   0.99992344  =   0.99992829
 KU2820!UTM  18      -   1.00000485  x   0.99969118  =   0.99969603
 KU2820
 KU2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8606572267(NAD 83)
 KU2820
 KU2820                          SUPERSEDED SURVEY CONTROL
 KU2820
 KU2820  NAD 83(1986)-  40 23 47.63997(N)    073 59 09.03407(W) AD(       ) 3
 KU2820  NAD 27      -  40 23 47.25000(N)    073 59 10.54400(W) AD(       ) 3
 KU2820  USSD        -  40 23 47.68200(N)    073 59 10.41600(W) AD(       ) 3
 KU2820
 KU2820.Superseded values are not recommended for survey control.
 KU2820
 KU2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2820.See file dsdata.pdf to determine how the superseded data were derived.
 KU2820
 KU2820_MARKER: 13 = LIGHTHOUSE
 KU2820_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2820
 KU2820  HISTORY     - Date     Condition        Report By
 KU2820  HISTORY     - 1869     FIRST OBSERVED   COASUR
 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
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2795 ***********************************************************************
 KU2795  DESIGNATION -  NAVESINK LIGHT SOUTH
 KU2795  PID         -  KU2795
 KU2795  STATE/COUNTY-  NJ/MONMOUTH
 KU2795  COUNTRY     -  US
 KU2795  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2795
 KU2795                         *CURRENT SURVEY CONTROL
 KU2795  ______________________________________________________________________
 KU2795* NAD 83(1996) POSITION- 40 23 45.63027(N) 073 59 07.69409(W)   ADJUSTED
 KU2795* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 KU2795  ______________________________________________________________________
 KU2795  GEOID HEIGHT    -        -32.588 (meters)                     GEOID18
 KU2795  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2795.GEOID18 height accuracy estimate available here.
 KU2795
 KU2795.Click photographs - Photos may exist for this station.
 KU2795
 KU2795.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2795
 KU2795. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999324  x   0.99992348  =   0.99991672
 KU2795!UTM  18      -   0.99999324  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8609872205(NAD 83)
 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  USSD        -  40 23 45.63900(N)    073 59 09.05700(W) AD(       ) 3
 KU2795
 KU2795.Superseded values are not recommended for survey control.
 KU2795
 KU2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2795.See file dsdata.pdf to determine how the superseded data were derived.
 KU2795
 KU2795_MARKER: 13 = LIGHTHOUSE
 KU2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2795
 KU2795  HISTORY     - Date     Condition        Report By
 KU2795  HISTORY     - 1869     FIRST OBSERVED   COASUR
 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 = JULY 24, 2026 22:12:30 EDT
 DR5325 ***********************************************************************
 DR5325  DESIGNATION -  NAVESINK RADIO TOWER CROSS CUT
 DR5325  PID         -  DR5325
 DR5325  STATE/COUNTY-  NJ/MONMOUTH
 DR5325  COUNTRY     -  US
 DR5325  USGS QUAD   -  SANDY HOOK EAST (2019)
 DR5325
 DR5325                         *CURRENT SURVEY CONTROL
 DR5325  ______________________________________________________________________
 DR5325* NAD 83(1986) POSITION- 40 23 48.42   (N) 073 59 09.01   (W)   HD_HELD1
 DR5325* NAVD 88 ORTHO HEIGHT -    61.298 (meters)      201.11  (feet) ADJUSTED
 DR5325  ______________________________________________________________________
 DR5325  GEOID HEIGHT    -        -32.586 (meters)                     GEOID18
 DR5325  DYNAMIC HEIGHT  -         61.272 (meters)      201.02  (feet) COMP
 DR5325  MODELED GRAVITY -    980,187.4   (mgal)                       NAVD 88
 DR5325
 DR5325  VERT ORDER      -  FIRST     CLASS II
 DR5325
 DR5325.The horizontal coordinates were determined by differentially corrected
 DR5325.hand held GPS observations or other comparable positioning techniques
 DR5325.and have an estimated accuracy of +/- 3 meters.
 DR5325
 DR5325.The orthometric height was determined by differential leveling and
 DR5325.adjusted by the NATIONAL GEODETIC SURVEY
 DR5325.in July 2020.
 DR5325
 DR5325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5325.GEOID18 height accuracy estimate available here.
 DR5325
 DR5325.Click photographs - Photos may exist for this station.
 DR5325
 DR5325.The dynamic height is computed by dividing the NAVD 88
 DR5325.geopotential number by the normal gravity value computed on the
 DR5325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5325.degrees latitude (g = 980.6199 gals.).
 DR5325
 DR5325.The modeled gravity was interpolated from observed gravity values.
 DR5325
 DR5325;                    North         East    Units  Estimated Accuracy
 DR5325;SPC NJ       -   173,695.1     193,647.0     MT  (+/- 3 meters HH1 GPS) 
 DR5325
 DR5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8606672291(NAD 83)
 DR5325
 DR5325                          SUPERSEDED SURVEY CONTROL
 DR5325
 DR5325.No superseded survey control is available for this station.
 DR5325
 DR5325_MARKER: X = CHISELED CROSS
 DR5325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR5325_SP_SET: GUY WIRE ANCHOR BASE
 DR5325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR5325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5325+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2025
 DR5325
 DR5325  HISTORY     - Date     Condition        Report By
 DR5325  HISTORY     - 20181009 MONUMENTED       NJGS
 DR5325  HISTORY     - 20200910 GOOD             NJGS
 DR5325  HISTORY     - 20250822 GOOD             NJGS
 DR5325
 DR5325                          STATION DESCRIPTION
 DR5325
 DR5325'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5325'THE MARK IS LOCATED ABOUT 12.2 MI (19.6 KM) NORTH OF ASBURY PARK, 11.6
 DR5325'MI (18.7 KM) EAST-SOUTHEAST OF KEYPORT AND 6.3 MI (10.1 KM) NORTH OF
 DR5325'LONG BRANCH, IN THE HIGHLANDS.
 DR5325'
 DR5325'THE MARK IS LOCATED ON THE TWIN LIGHTS STATE PARK FACILITY IN
 DR5325'HIGHLANDS, NJ (THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 DR5325'PARKS AND FORESTRY DIVISION AND MANAGED BY THE TWIN LIGHTS HISTORICAL
 DR5325'SOCIETY, LIGHTHOUSE ROAD, HIGHLANDS, NJ 07732).
 DR5325'
 DR5325'THE STATION IS A CENTER-PUNCHED CROSS-CUT SCRIBED IN THE CENTER OF THE
 DR5325'REMAINS OF THE NORTHERLY OF TWO SHEARED OFF ANCHOR EYE-HOOKS IN THE
 DR5325'NORTHEASTERLY OF FOUR (4 FT (1.2 M) SQUARE) BASES, FLUSH WITH THE
 DR5325'GROUND, AT THE FORMER SITE OF THE UNITED STATES NAVY WIRELESS
 DR5325'TELEGRAPH STATION TOWER AT THE NORTH-NORTHWEST END OF THE TWIN
 DR5325'LIGHTHOUSE NORTH TOWER.
 DR5325'
 DR5325'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 36 EASTBOUND
 DR5325'RAMP LEADING TO PORTLAND ROAD, JUST BEFORE THE WEST SIDE OF THE NEW
 DR5325'JERSEY STATE ROUTE 36 BRIDGE SPANNING THE NAVESINK RIVER, GO 0.02 MI
 DR5325'(0.03 KM) SOUTH ON PORTLAND ROAD TO THE JUNCTION WITH HIGHLAND AVENUE.
 DR5325'TURN RIGHT AND GO 0.12 MI (0.19 KM) NORTHWEST ON HIGHLAND AVENUE TO
 DR5325'THE T-JUNCTION WITH LIGHTHOUSE ROAD ON THE LEFT.  TURN LEFT AND GO
 DR5325'0.15 MI (0.24 KM) WEST THEN SOUTH UP LIGHTHOUSE ROAD TO THE NORTHWEST
 DR5325'END OF THE PARKING LOT FOR THE COMPLEX AND THE NORTHERLY LIGHTHOUSE
 DR5325'TOWER ON THE LEFT.
 DR5325'
 DR5325'THE STATION IS 65 FT (19.8 M) NORTH-NORTHEAST OF THE NORTH TOWER,
 DR5325'177.5 FT (54.1 M) NORTH-NORTHWEST OF THE CANNON ON DISPLAY IN THE
 DR5325'FRONT OF THE BUILDING, 79.5 FT (24.2 M) NORTHEAST OF THE NORTHEAST
 DR5325'CORNER OF THE BOATHOUSE, 43.8 FT (13.4 M) NORTH-NORTHWEST OF THE
 DR5325'NORTHWEST EXPOSED ANCHOR EYE-BOLT IN ANOTHER BASE, 3 FT (0.9 M)
 DR5325'NORTHEAST OF THE SOUTH EDGE OF THE BASE, 2 FT (0.6 M) NORTHWEST OF THE
 DR5325'EAST EDGE OF THE BASE.
 DR5325
 DR5325                          STATION RECOVERY (2020)
 DR5325
 DR5325'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 DR5325'RECOVERED IN GOOD CONDITION.
 DR5325
 DR5325                          STATION RECOVERY (2025)
 DR5325
 DR5325'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MS)
 DR5325'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3027 ***********************************************************************
 DS3027  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3027  DESIGNATION -  NB5R
 DS3027  PID         -  DS3027
 DS3027  STATE/COUNTY-  NJ/HUDSON
 DS3027  COUNTRY     -  US
 DS3027  USGS QUAD   -  ELIZABETH (2016)
 DS3027
 DS3027                         *CURRENT SURVEY CONTROL
 DS3027  ______________________________________________________________________
 DS3027* NAD 83(2011) POSITION- 40 38 41.89907(N) 074 08 44.02601(W)   ADJUSTED
 DS3027* NAD 83(2011) ELLIP HT-   -27.088 (meters)        (11/22/24)   ADJUSTED
 DS3027* NAD 83(2011) EPOCH   -  2010.00
 DS3027* NAVD 88 ORTHO HEIGHT -     5.17  (meters)       17.0   (feet) GPS OBS
 DS3027  ______________________________________________________________________
 DS3027  GEOID HEIGHT    -        -32.250 (meters)                     GEOID18
 DS3027  NAD 83(2011) X  -  1,323,993.707 (meters)                     COMP
 DS3027  NAD 83(2011) Y  - -4,661,983.485 (meters)                     COMP
 DS3027  NAD 83(2011) Z  -  4,132,570.405 (meters)                     COMP
 DS3027  LAPLACE CORR    -          5.17  (seconds)                    DEFLEC18
 DS3027
 DS3027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3027  Standards:
 DS3027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3027  -------------------------------------------------------------------
 DS3027  NETWORK    0.54   0.86           0.24   0.20   0.44     -0.04124833
 DS3027  -------------------------------------------------------------------
 DS3027  Click here for local accuracies and other accuracy information.
 DS3027
 DS3027.The horizontal coordinates were established by GPS observations
 DS3027.and adjusted by the MCKIM AND CREED in November 2024.
 DS3027
 DS3027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3027.been affixed to the stable North American tectonic plate. See 
 DS3027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3027
 DS3027.The horizontal coordinates are valid at the epoch date displayed above
 DS3027.which is a decimal equivalence of Year/Month/Day.
 DS3027
 DS3027.The orthometric height was determined by GPS observations and a
 DS3027.high-resolution geoid model using precise GPS observation and
 DS3027.processing techniques.
 DS3027
 DS3027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3027.GEOID18 height accuracy estimate available here.
 DS3027
 DS3027.Click photographs - Photos may exist for this station.
 DS3027
 DS3027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3027
 DS3027.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3027
 DS3027.The ellipsoidal height was determined by GPS observations
 DS3027.and is referenced to NAD 83.
 DS3027
 DS3027. The following values were computed from the NAD 83(2011) position.
 DS3027
 DS3027;                    North         East     Units Scale Factor Converg.
 DS3027;SPC NJ       -   201,185.870   179,977.110   MT  0.99991106   +0 13 51.1
 DS3027;SPC NJ       -   660,057.31    590,474.90   sFT  0.99991106   +0 13 51.1
 DS3027;UTM  18      - 4,499,697.692   572,244.089   MT  0.99966424   +0 33 23.7
 DS3027
 DS3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3027!SPC NJ       -   1.00000425  x   0.99991106  =   0.99991531
 DS3027!UTM  18      -   1.00000425  x   0.99966424  =   0.99966849
 DS3027
 DS3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7224499697(NAD 83)
 DS3027
 DS3027                          SUPERSEDED SURVEY CONTROL
 DS3027
 DS3027.No superseded survey control is available for this station.
 DS3027
 DS3027_MARKER: DD = SURVEY DISK
 DS3027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3027_SP_SET: SEA WALL
 DS3027_STAMPING: NBAY 5 RESET 2024
 DS3027_MARK LOGO: USACE
 DS3027_PROJECTION: FLUSH
 DS3027_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3027+STABILITY: SURFACE MOTION
 DS3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3027+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2024
 DS3027
 DS3027  HISTORY     - Date     Condition        Report By
 DS3027  HISTORY     - 20240914 MONUMENTED       USACE
 DS3027
 DS3027                          STATION DESCRIPTION
 DS3027
 DS3027'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3027'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF JERSEY
 DS3027'CITY, 6.3 MI (10.1 KM) EAST-SOUTHEAST OF ROSELLE AND 3.7 MI (6.0 KM)
 DS3027'EAST-SOUTHEAST OF ELIZABETH.
 DS3027'
 DS3027'TO REACH THE STATION FROM THE INTERSECTION OF AVENUE A AND W FIRST
 DS3027'STREET.   15 M (49.2 FT) SOUTHWEST TO CONSTRUCTION SITE ENTRANCE GATE.
 DS3027'405 M (1328.7 FT) SOUTHWEST TO STATION ON THE RIGHT.
 DS3027'
 DS3027'SITE IS CURRENTLY AT EARLY STAGE OF CONSTRUCTION (NO NEARBY OBJECTS TO
 DS3027'MEASURE FROM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3033 ***********************************************************************
 DS3033  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3033  DESIGNATION -  NBA1
 DS3033  PID         -  DS3033
 DS3033  STATE/COUNTY-  NJ/HUDSON
 DS3033  COUNTRY     -  US
 DS3033  USGS QUAD   -  ELIZABETH (2016)
 DS3033
 DS3033                         *CURRENT SURVEY CONTROL
 DS3033  ______________________________________________________________________
 DS3033* NAD 83(2011) POSITION- 40 39 50.75560(N) 074 07 57.11318(W)   ADJUSTED
 DS3033* NAD 83(2011) ELLIP HT-   -29.959 (meters)        (11/22/24)   ADJUSTED
 DS3033* NAD 83(2011) EPOCH   -  2010.00
 DS3033* NAVD 88 ORTHO HEIGHT -     2.27  (meters)        7.4   (feet) GPS OBS
 DS3033  ______________________________________________________________________
 DS3033  GEOID HEIGHT    -        -32.215 (meters)                     GEOID18
 DS3033  NAD 83(2011) X  -  1,324,675.060 (meters)                     COMP
 DS3033  NAD 83(2011) Y  - -4,660,349.107 (meters)                     COMP
 DS3033  NAD 83(2011) Z  -  4,134,179.888 (meters)                     COMP
 DS3033  LAPLACE CORR    -          5.63  (seconds)                    DEFLEC18
 DS3033
 DS3033  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3033  Standards:
 DS3033         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3033            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3033  -------------------------------------------------------------------
 DS3033  NETWORK    0.43   0.73           0.19   0.16   0.37     -0.02361293
 DS3033  -------------------------------------------------------------------
 DS3033  Click here for local accuracies and other accuracy information.
 DS3033
 DS3033.The horizontal coordinates were established by GPS observations
 DS3033.and adjusted by the MCKIM AND CREED in November 2024.
 DS3033
 DS3033.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3033.been affixed to the stable North American tectonic plate. See 
 DS3033.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3033
 DS3033.The horizontal coordinates are valid at the epoch date displayed above
 DS3033.which is a decimal equivalence of Year/Month/Day.
 DS3033
 DS3033.The orthometric height was determined by GPS observations and a
 DS3033.high-resolution geoid model using precise GPS observation and
 DS3033.processing techniques.
 DS3033
 DS3033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3033.GEOID18 height accuracy estimate available here.
 DS3033
 DS3033.Click photographs - Photos may exist for this station.
 DS3033
 DS3033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3033
 DS3033.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3033
 DS3033.The ellipsoidal height was determined by GPS observations
 DS3033.and is referenced to NAD 83.
 DS3033
 DS3033. The following values were computed from the NAD 83(2011) position.
 DS3033
 DS3033;                    North         East     Units Scale Factor Converg.
 DS3033;SPC NJ       -   203,314.166   181,070.385   MT  0.99991188   +0 14 22.0
 DS3033;SPC NJ       -   667,039.89    594,061.75   sFT  0.99991188   +0 14 22.0
 DS3033;UTM  18      - 4,501,831.645   573,324.979   MT  0.99966618   +0 33 55.0
 DS3033
 DS3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3033!SPC NJ       -   1.00000470  x   0.99991188  =   0.99991658
 DS3033!UTM  18      -   1.00000470  x   0.99966618  =   0.99967088
 DS3033
 DS3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7332401831(NAD 83)
 DS3033
 DS3033                          SUPERSEDED SURVEY CONTROL
 DS3033
 DS3033.No superseded survey control is available for this station.
 DS3033
 DS3033_MARKER: DD = SURVEY DISK
 DS3033_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3033_SP_SET: CURB
 DS3033_STAMPING: NOT LEGIBLE
 DS3033_MARK LOGO: USACE
 DS3033_PROJECTION: FLUSH
 DS3033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3033+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DS3033
 DS3033  HISTORY     - Date     Condition        Report By
 DS3033  HISTORY     - 20240910 MONUMENTED       USACE
 DS3033  HISTORY     - 20240910 SEE DESCRIPTION  USACE
 DS3033
 DS3033                          STATION DESCRIPTION
 DS3033
 DS3033'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3033'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF ROSELLE, 5.3 MI
 DS3033'(8.5 KM) SOUTH-SOUTHWEST OF JERSEY CITY AND 4.1 MI (6.6 KM) EAST OF
 DS3033'ELIZABETH.
 DS3033'
 DS3033'TO REACH THE STATION FROM THE INTERSECTION OF AVENUE A AND 16TH STREET
 DS3033'HEAD NORTHWEST ON 16TH ST 674' TO THE PARK ENTRANCE.  HEAD 429 FT
 DS3033'(130.8 M) NORTHWEST TO THE FIELD HOUSE ON YOUR RIGHT.  TURN RIGHT
 DS3033'BEYOND THE FIELD HOUSE ONTO OFFICIAL USE ONLY ACCESS ROAD AND HEAD
 DS3033'NORTH 461' TO THE STATION ON YOUR LEFT.
 DS3033'
 DS3033'THE STATION IS 3.9 FT (1.2 M) SOUTHWEST OF THE NORTHEAST CENTER AND
 DS3033'BEGINNING OF THE WALL WHICH THE DISK IS SET ON, 12.9 FT (3.9 M)
 DS3033'NORTH-NORTHEAST OF THE SOUTH CORNER OF THE NEXT WALL TO THE SOUTH,
 DS3033'20.2 FT (6.2 M) EAST OF THE NORTH CORNER OF THE SAME WALL, 47.1 FT
 DS3033'(14.4 M) WEST OF THE CENTER OF THE BACK SIDE OF BALL FIELD #2'S
 DS3033'BACKSTOP FENCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3032 ***********************************************************************
 DS3032  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3032  DESIGNATION -  NBA2
 DS3032  PID         -  DS3032
 DS3032  STATE/COUNTY-  NJ/HUDSON
 DS3032  COUNTRY     -  US
 DS3032  USGS QUAD   -  JERSEY CITY (2019)
 DS3032
 DS3032                         *CURRENT SURVEY CONTROL
 DS3032  ______________________________________________________________________
 DS3032* NAD 83(2011) POSITION- 40 40 54.86330(N) 074 06 57.24813(W)   ADJUSTED
 DS3032* NAD 83(2011) ELLIP HT-   -29.910 (meters)        (11/22/24)   ADJUSTED
 DS3032* NAD 83(2011) EPOCH   -  2010.00
 DS3032* NAVD 88 ORTHO HEIGHT -     2.27  (meters)        7.4   (feet) GPS OBS
 DS3032  ______________________________________________________________________
 DS3032  GEOID HEIGHT    -        -32.165 (meters)                     GEOID18
 DS3032  NAD 83(2011) X  -  1,325,674.867 (meters)                     COMP
 DS3032  NAD 83(2011) Y  - -4,658,724.878 (meters)                     COMP
 DS3032  NAD 83(2011) Z  -  4,135,679.732 (meters)                     COMP
 DS3032  LAPLACE CORR    -          5.86  (seconds)                    DEFLEC18
 DS3032
 DS3032  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3032  Standards:
 DS3032         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3032            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3032  -------------------------------------------------------------------
 DS3032  NETWORK    0.52   0.82           0.23   0.19   0.42     -0.04640027
 DS3032  -------------------------------------------------------------------
 DS3032  Click here for local accuracies and other accuracy information.
 DS3032
 DS3032.The horizontal coordinates were established by GPS observations
 DS3032.and adjusted by the MCKIM AND CREED in November 2024.
 DS3032
 DS3032.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3032.been affixed to the stable North American tectonic plate. See 
 DS3032.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3032
 DS3032.The horizontal coordinates are valid at the epoch date displayed above
 DS3032.which is a decimal equivalence of Year/Month/Day.
 DS3032
 DS3032.The orthometric height was determined by GPS observations and a
 DS3032.high-resolution geoid model using precise GPS observation and
 DS3032.processing techniques.
 DS3032
 DS3032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3032.GEOID18 height accuracy estimate available here.
 DS3032
 DS3032.Click photographs - Photos may exist for this station.
 DS3032
 DS3032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3032
 DS3032.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3032
 DS3032.The ellipsoidal height was determined by GPS observations
 DS3032.and is referenced to NAD 83.
 DS3032
 DS3032. The following values were computed from the NAD 83(2011) position.
 DS3032
 DS3032;                    North         East     Units Scale Factor Converg.
 DS3032;SPC NJ       -   205,297.486   182,467.787   MT  0.99991297   +0 15 01.4
 DS3032;SPC NJ       -   673,546.84    598,646.40   sFT  0.99991297   +0 15 01.4
 DS3032;UTM  18      - 4,503,822.393   574,710.739   MT  0.99966870   +0 34 34.8
 DS3032
 DS3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3032!SPC NJ       -   1.00000469  x   0.99991297  =   0.99991766
 DS3032!UTM  18      -   1.00000469  x   0.99966870  =   0.99967339
 DS3032
 DS3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7471003822(NAD 83)
 DS3032
 DS3032                          SUPERSEDED SURVEY CONTROL
 DS3032
 DS3032.No superseded survey control is available for this station.
 DS3032
 DS3032_MARKER: DD = SURVEY DISK
 DS3032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3032_SP_SET: CURB
 DS3032_STAMPING: N BAY 2
 DS3032_MARK LOGO: USACE
 DS3032_PROJECTION: RECESSED 1 CENTIMETERS
 DS3032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3032+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DS3032
 DS3032  HISTORY     - Date     Condition        Report By
 DS3032  HISTORY     - 20240910 MONUMENTED       USACE
 DS3032  HISTORY     - 20240910 GOOD             USACE
 DS3032
 DS3032                          STATION DESCRIPTION
 DS3032
 DS3032'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3032'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF WEEHAWKEN, 5.2
 DS3032'MI (8.4 KM) EAST-NORTHEAST OF ELIZABETH AND 3.8 MI (6.1 KM)
 DS3032'SOUTH-SOUTHWEST OF JERSEY CITY.
 DS3032'
 DS3032'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 78 E, TAKE EXIT
 DS3032'14 A TOWARDS BAYONNE, NJ.  TAKE AVENUE E AND TURN RIGHT ON E 48TH
 DS3032'STREET HEAD NORTHWEST TO J.F. KENNEDY BOULEVARD AND TURN LEFT.  TURN
 DS3032'RIGHT ON PARK VIEW DRIVE AND FOLLOW TO BAY VIEW DR. FOLLOW BAY VIEW DR
 DS3032'AROUND TO SOCCER FIELD.
 DS3032'
 DS3032'BRASS USACE DISK SET IN CURB 41.5 FT (12.6 M) FROM SOCCER FIELD, 36 FT
 DS3032'(11.0 M) FROM LP 6196, 65 ' FROM LP 5261
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3034 ***********************************************************************
 DS3034  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3034  DESIGNATION -  NBA3
 DS3034  PID         -  DS3034
 DS3034  STATE/COUNTY-  NJ/HUDSON
 DS3034  COUNTRY     -  US
 DS3034  USGS QUAD   -  JERSEY CITY (2019)
 DS3034
 DS3034                         *CURRENT SURVEY CONTROL
 DS3034  ______________________________________________________________________
 DS3034* NAD 83(2011) POSITION- 40 41 07.98569(N) 074 06 46.70516(W)   ADJUSTED
 DS3034* NAD 83(2011) ELLIP HT-   -29.957 (meters)        (11/22/24)   ADJUSTED
 DS3034* NAD 83(2011) EPOCH   -  2010.00
 DS3034* NAVD 88 ORTHO HEIGHT -     2.21  (meters)        7.3   (feet) GPS OBS
 DS3034  ______________________________________________________________________
 DS3034  GEOID HEIGHT    -        -32.156 (meters)                     GEOID18
 DS3034  NAD 83(2011) X  -  1,325,840.749 (meters)                     COMP
 DS3034  NAD 83(2011) Y  - -4,658,403.287 (meters)                     COMP
 DS3034  NAD 83(2011) Z  -  4,135,986.654 (meters)                     COMP
 DS3034  LAPLACE CORR    -          5.90  (seconds)                    DEFLEC18
 DS3034
 DS3034  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3034  Standards:
 DS3034         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3034            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3034  -------------------------------------------------------------------
 DS3034  NETWORK    0.50   0.80           0.22   0.19   0.41     -0.06116379
 DS3034  -------------------------------------------------------------------
 DS3034  Click here for local accuracies and other accuracy information.
 DS3034
 DS3034.The horizontal coordinates were established by GPS observations
 DS3034.and adjusted by the MCKIM AND CREED in November 2024.
 DS3034
 DS3034.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3034.been affixed to the stable North American tectonic plate. See 
 DS3034.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3034
 DS3034.The horizontal coordinates are valid at the epoch date displayed above
 DS3034.which is a decimal equivalence of Year/Month/Day.
 DS3034
 DS3034.The orthometric height was determined by GPS observations and a
 DS3034.high-resolution geoid model using precise GPS observation and
 DS3034.processing techniques.
 DS3034
 DS3034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3034.GEOID18 height accuracy estimate available here.
 DS3034
 DS3034.Click photographs - Photos may exist for this station.
 DS3034
 DS3034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3034
 DS3034.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3034
 DS3034.The ellipsoidal height was determined by GPS observations
 DS3034.and is referenced to NAD 83.
 DS3034
 DS3034. The following values were computed from the NAD 83(2011) position.
 DS3034
 DS3034;                    North         East     Units Scale Factor Converg.
 DS3034;SPC NJ       -   205,703.314   182,713.561   MT  0.99991317   +0 15 08.3
 DS3034;SPC NJ       -   674,878.29    599,452.74   sFT  0.99991317   +0 15 08.3
 DS3034;UTM  18      - 4,504,229.513   574,954.140   MT  0.99966915   +0 34 41.8
 DS3034
 DS3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3034!SPC NJ       -   1.00000470  x   0.99991317  =   0.99991787
 DS3034!UTM  18      -   1.00000470  x   0.99966915  =   0.99967385
 DS3034
 DS3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7495404229(NAD 83)
 DS3034
 DS3034                          SUPERSEDED SURVEY CONTROL
 DS3034
 DS3034.No superseded survey control is available for this station.
 DS3034
 DS3034_MARKER: DD = SURVEY DISK
 DS3034_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3034_SP_SET: CURB
 DS3034_STAMPING: NOT LEGIBLE
 DS3034_MARK LOGO: USACE
 DS3034_PROJECTION: RECESSED 1 CENTIMETERS
 DS3034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3034+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2024
 DS3034
 DS3034  HISTORY     - Date     Condition        Report By
 DS3034  HISTORY     - 20240910 MONUMENTED       USACE
 DS3034  HISTORY     - 20240910 SEE DESCRIPTION  USACE
 DS3034
 DS3034                          STATION DESCRIPTION
 DS3034
 DS3034'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3034'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF WEEHAWKEN, 5.4
 DS3034'MI (8.7 KM) EAST-NORTHEAST OF ELIZABETH AND 3.5 MI (5.6 KM)
 DS3034'SOUTH-SOUTHWEST OF JERSEY CITY.
 DS3034'
 DS3034'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 78 E TAKE
 DS3034'EXIT 14 A TOWARDS BAYONNE, NJ.  TAKE AVENUE E AND TURN RIGHT ON 48TH
 DS3034'ST. HEAD NORTHWEST TO J.F. KENNEDY BOULEVARD AND TURN LEFT.  HEAD
 DS3034'SOUTHWEST AND TURN RIGHT ON PARKVIEW DR. AND FOLLOW TO BAYVIEW DR.
 DS3034'MARK IS PAST BATHROOMS ON SOUTH CURB JUST BEFORE PARKING LOT.
 DS3034'
 DS3034'THE STATION IS A BRASS USACE DISK COVERED IN YELLOW PAINT IN CONCRETE
 DS3034'CURB 40.5 FT (12.3 M) FROM CORNER OF BLACK CHAIN LINK FENCE (BASEBALL
 DS3034'FIELD) 33 FT (10.1 M) FROM LP 6180  69 FT (21.0 M) FROM CORNER OF
 DS3034'BLACK CHAIN LINK FENCE (TENNIS COURT)
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3030 ***********************************************************************
 DS3030  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3030  DESIGNATION -  NBA4
 DS3030  PID         -  DS3030
 DS3030  STATE/COUNTY-  NJ/HUDSON
 DS3030  COUNTRY     -  US
 DS3030  USGS QUAD   -  ELIZABETH (2016)
 DS3030
 DS3030                         *CURRENT SURVEY CONTROL
 DS3030  ______________________________________________________________________
 DS3030* NAD 83(2011) POSITION- 40 38 52.09580(N) 074 08 42.47691(W)   ADJUSTED
 DS3030* NAD 83(2011) ELLIP HT-   -29.559 (meters)        (11/22/24)   ADJUSTED
 DS3030* NAD 83(2011) EPOCH   -  2010.00
 DS3030* NAVD 88 ORTHO HEIGHT -     2.70  (meters)        8.9   (feet) GPS OBS
 DS3030  ______________________________________________________________________
 DS3030  GEOID HEIGHT    -        -32.249 (meters)                     GEOID18
 DS3030  NAD 83(2011) X  -  1,323,972.233 (meters)                     COMP
 DS3030  NAD 83(2011) Y  - -4,661,774.650 (meters)                     COMP
 DS3030  NAD 83(2011) Z  -  4,132,807.444 (meters)                     COMP
 DS3030  LAPLACE CORR    -          5.25  (seconds)                    DEFLEC18
 DS3030
 DS3030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3030  Standards:
 DS3030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3030  -------------------------------------------------------------------
 DS3030  NETWORK    0.72   1.10           0.32   0.26   0.56     -0.05893511
 DS3030  -------------------------------------------------------------------
 DS3030  Click here for local accuracies and other accuracy information.
 DS3030
 DS3030.The horizontal coordinates were established by GPS observations
 DS3030.and adjusted by the MCKIM AND CREED in November 2024.
 DS3030
 DS3030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3030.been affixed to the stable North American tectonic plate. See 
 DS3030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3030
 DS3030.The horizontal coordinates are valid at the epoch date displayed above
 DS3030.which is a decimal equivalence of Year/Month/Day.
 DS3030
 DS3030.The orthometric height was determined by GPS observations and a
 DS3030.high-resolution geoid model using precise GPS observation and
 DS3030.processing techniques.
 DS3030
 DS3030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3030.GEOID18 height accuracy estimate available here.
 DS3030
 DS3030.Click photographs - Photos may exist for this station.
 DS3030
 DS3030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3030
 DS3030.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3030
 DS3030.The ellipsoidal height was determined by GPS observations
 DS3030.and is referenced to NAD 83.
 DS3030
 DS3030. The following values were computed from the NAD 83(2011) position.
 DS3030
 DS3030;                    North         East     Units Scale Factor Converg.
 DS3030;SPC NJ       -   201,500.518   180,012.235   MT  0.99991108   +0 13 52.2
 DS3030;SPC NJ       -   661,089.62    590,590.14   sFT  0.99991108   +0 13 52.2
 DS3030;UTM  18      - 4,500,012.458   572,277.416   MT  0.99966430   +0 33 24.8
 DS3030
 DS3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3030!SPC NJ       -   1.00000464  x   0.99991108  =   0.99991572
 DS3030!UTM  18      -   1.00000464  x   0.99966430  =   0.99966894
 DS3030
 DS3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7227700012(NAD 83)
 DS3030
 DS3030                          SUPERSEDED SURVEY CONTROL
 DS3030
 DS3030.No superseded survey control is available for this station.
 DS3030
 DS3030_MARKER: DD = SURVEY DISK
 DS3030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3030_SP_SET: SEAWALL
 DS3030_STAMPING: N BAY 4
 DS3030_MARK LOGO: USACE
 DS3030_PROJECTION: FLUSH
 DS3030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3030+STABILITY: SURFACE MOTION
 DS3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3030+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2024
 DS3030
 DS3030  HISTORY     - Date     Condition        Report By
 DS3030  HISTORY     - 20240915 MONUMENTED       USACE
 DS3030  HISTORY     - 20240915 GOOD             USACE
 DS3030
 DS3030                          STATION DESCRIPTION
 DS3030
 DS3030'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3030'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF JERSEY
 DS3030'CITY, 6.3 MI (10.1 KM) EAST OF ROSELLE AND 3.6 MI (5.8 KM)
 DS3030'EAST-SOUTHEAST OF ELIZABETH.
 DS3030'
 DS3030'TO REACH THE STATION FROM THE INTERSECTION OF AVENUE A AND W FIRST
 DS3030'STREET.  15 M (49.2 FT) SOUTHWEST TO CONSTRUCTION ENTRANCE GATE.  305
 DS3030'M (1000.7 FT) SOUTHWEST TO STATION ON THE RIGHT.
 DS3030'
 DS3030'SITE IS CURRENTLY AT EARLY STAGE OF CONSTRUCTION (NO OBJECTS TO
 DS3030'MEASURE FROM).  9.14 M (30.0 FT) NORTHWEST OF CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4027 ***********************************************************************
 KV4027  DESIGNATION -  NECK
 KV4027  PID         -  KV4027
 KV4027  STATE/COUNTY-  NJ/PASSAIC
 KV4027  COUNTRY     -  US
 KV4027  USGS QUAD   -  WEEHAWKEN (2016)
 KV4027
 KV4027                         *CURRENT SURVEY CONTROL
 KV4027  ______________________________________________________________________
 KV4027* NAD 83(1996) POSITION- 40 49 40.90413(N) 074 07 19.61409(W)   ADJUSTED
 KV4027* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4027  ______________________________________________________________________
 KV4027  GEOID HEIGHT    -        -32.149 (meters)                     GEOID18
 KV4027  LAPLACE CORR    -          6.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4027.GEOID18 height accuracy estimate available here.
 KV4027
 KV4027.Click photographs - Photos may exist for this station.
 KV4027
 KV4027.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4027
 KV4027. The following values were computed from the NAD 83(1996) position.
 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       -  HOTEL                                    198 00 23.8
 KV4027:SPC NY L     -  HOTEL                                    198 20 00.7
 KV4027:UTM  18      -  HOTEL                                    197 40 46.9
 KV4027
 KV4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7402320037(NAD 83)
 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  USSD        -  40 49 40.91400(N)    074 07 20.99500(W) AD(       ) 3
 KV4027
 KV4027.Superseded values are not recommended for survey control.
 KV4027
 KV4027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4027.See file dsdata.pdf to determine how the superseded data were derived.
 KV4027
 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 = JULY 24, 2026 22:12:30 EDT
 KV5655 ***********************************************************************
 KV5655  DESIGNATION -  NECK
 KV5655  PID         -  KV5655
 KV5655  STATE/COUNTY-  NJ/BURLINGTON
 KV5655  COUNTRY     -  US
 KV5655  USGS QUAD   -  BRISTOL (2019)
 KV5655
 KV5655                         *CURRENT SURVEY CONTROL
 KV5655  ______________________________________________________________________
 KV5655* NAD 83(1996) POSITION- 40 05 54.73516(N) 074 49 51.22674(W)   ADJUSTED
 KV5655* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5655  ______________________________________________________________________
 KV5655  GEOID HEIGHT    -        -32.878 (meters)                     GEOID18
 KV5655  LAPLACE CORR    -          3.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5655.GEOID18 height accuracy estimate available here.
 KV5655
 KV5655.Click photographs - Photos may exist for this station.
 KV5655
 KV5655.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5655
 KV5655. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000474  x   0.99990980  =   0.99991454
 KV5655!SPC PA S     -   1.00000474  x   0.99997828  =   0.99998302
 KV5655!UTM  18      -   1.00000474  x   0.99960256  =   0.99960729
 KV5655
 KV5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1441338707(NAD 83)
 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
 KV5655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5655.See file dsdata.pdf to determine how the superseded data were derived.
 KV5655
 KV5655_MARKER: DS = TRIANGULATION STATION DISK
 KV5655_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5655_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV5848 ***********************************************************************
 KV5848  DESIGNATION -  NELSON
 KV5848  PID         -  KV5848
 KV5848  STATE/COUNTY-  NJ/MIDDLESEX
 KV5848  COUNTRY     -  US
 KV5848  USGS QUAD   -  PLAINFIELD (2019)
 KV5848
 KV5848                         *CURRENT SURVEY CONTROL
 KV5848  ______________________________________________________________________
 KV5848* NAD 83(2011) POSITION- 40 33 12.38606(N) 074 27 08.02708(W)   ADJUSTED
 KV5848* NAD 83(2011) ELLIP HT-   -12.174 (meters)        (06/27/12)   ADJUSTED
 KV5848* NAD 83(2011) EPOCH   -  2010.00
 KV5848* NAVD 88 ORTHO HEIGHT -    20.805 (meters)       68.26  (feet) ADJUSTED
 KV5848  ______________________________________________________________________
 KV5848  GEOID HEIGHT    -        -32.987 (meters)                     GEOID18
 KV5848  NAD 83(2011) X  -  1,300,798.293 (meters)                     COMP
 KV5848  NAD 83(2011) Y  - -4,675,386.495 (meters)                     COMP
 KV5848  NAD 83(2011) Z  -  4,124,862.650 (meters)                     COMP
 KV5848  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC18
 KV5848  DYNAMIC HEIGHT  -         20.796 (meters)       68.23  (feet) COMP
 KV5848  MODELED GRAVITY -    980,192.1   (mgal)                       NAVD 88
 KV5848
 KV5848  VERT ORDER      -  FIRST     CLASS II
 KV5848
 KV5848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5848  Standards:
 KV5848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5848  -------------------------------------------------------------------
 KV5848  NETWORK    0.60   0.96           0.27   0.21   0.49      0.00116725
 KV5848  -------------------------------------------------------------------
 KV5848  Click here for local accuracies and other accuracy information.
 KV5848
 KV5848.The horizontal coordinates were established by GPS observations
 KV5848.and adjusted by the National Geodetic Survey in June 2012.
 KV5848
 KV5848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5848.been affixed to the stable North American tectonic plate. See 
 KV5848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5848
 KV5848.The horizontal coordinates are valid at the epoch date displayed above
 KV5848.which is a decimal equivalence of Year/Month/Day.
 KV5848
 KV5848.The orthometric height was determined by differential leveling and
 KV5848.adjusted by the NATIONAL GEODETIC SURVEY
 KV5848.in March 2001.
 KV5848
 KV5848.No vertical observational check was made to the station.
 KV5848
 KV5848.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5848.GEOID18 height accuracy estimate available here.
 KV5848
 KV5848.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 KV5848
 KV5848.The ellipsoidal height was determined by GPS observations
 KV5848.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV5848
 KV5848;                    North         East     Units Scale Factor Converg.
 KV5848;SPC NJ       -   190,963.376   154,045.758   MT  0.99990020   +0 01 51.8
 KV5848;SPC NJ       -   626,519.01    505,398.46   sFT  0.99990020   +0 01 51.8
 KV5848;UTM  18      - 4,489,330.794   546,377.946   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4637789330(NAD 83)
 KV5848
 KV5848|---------------------------------------------------------------------|
 KV5848| PID    Reference Object                     Distance      Geod. Az  |
 KV5848|                                                           dddmmss.s |
 KV5848| KV5841 BOUND                               331.963 METERS 03053     |
 KV5848|---------------------------------------------------------------------|
 KV5848
 KV5848                          SUPERSEDED SURVEY CONTROL
 KV5848
 KV5848  NAD 83(2007)-  40 33 12.38628(N)    074 27 08.02782(W) AD(2002.00) 0
 KV5848  ELLIP H (02/10/07)  -12.169  (m)                       GP(2002.00)    
 KV5848  ELLIP H (10/23/02)  -12.168  (m)                       GP(       ) 4 1
 KV5848  NAD 83(1996)-  40 33 12.38640(N)    074 27 08.02797(W) AD(       ) 1
 KV5848  ELLIP H (05/14/99)  -12.163  (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  NAVD 88 (01/21/93)   20.8    (m)  UNKNOWN  model used  GPS OBS        
 KV5848  NGVD 29 (09/27/88)   21.1    (m)  RAPSU86  model used  GPS OBS        
 KV5848
 KV5848.Superseded values are not recommended for survey control.
 KV5848
 KV5848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5848.See file dsdata.pdf to determine how the superseded data were derived.
 KV5848
 KV5848_MARKER: DD = SURVEY DISK
 KV5848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5848_MARK LOGO: PSEG
 KV5848_PROJECTION: FLUSH
 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 - January 28, 2025
 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  HISTORY     - 20100427 GOOD             NJGS
 KV5848  HISTORY     - 20200423 GOOD             NJGS
 KV5848  HISTORY     - 20250128 GOOD             RAS
 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.
 KV5848
 KV5848                          STATION RECOVERY (2010)
 KV5848
 KV5848'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 KV5848'RECOVERED IN GOOD CONDITION.
 KV5848'
 KV5848'NOTE-THE STATION IS ALSO 21.9 FT (6.7 M) SOUTHEAST FROM THE CENTER
 KV5848'LINE OF THE ENTRANCE DRIVE AND 1.2 FT (0.4 M) NORTHWEST FROM A METAL
 KV5848'WITNESS POST WITH SIGN ATTACHED.
 KV5848
 KV5848                          STATION RECOVERY (2020)
 KV5848
 KV5848'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MI)
 KV5848'RECOVERED IN GOOD CONDITION.
 KV5848
 KV5848                          STATION RECOVERY (2025)
 KV5848
 KV5848'RECOVERY NOTE BY ROBINSON AERIAL SURVEY, INC. 2025 (MK)
 KV5848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6986 ***********************************************************************
 KV6986  DESIGNATION -  NEPTUNE 1
 KV6986  PID         -  KV6986
 KV6986  STATE/COUNTY-  NJ/MONMOUTH
 KV6986  COUNTRY     -  US
 KV6986  USGS QUAD   -  ASBURY PARK (2019)
 KV6986
 KV6986                         *CURRENT SURVEY CONTROL
 KV6986  ______________________________________________________________________
 KV6986* NAD 83(2011) POSITION- 40 12 48.24856(N) 074 05 51.68627(W)   ADJUSTED
 KV6986* NAD 83(2011) ELLIP HT-    -6.478 (meters)        (06/27/12)   ADJUSTED
 KV6986* NAD 83(2011) EPOCH   -  2010.00
 KV6986* NAVD 88 ORTHO HEIGHT -    26.2   (meters)       86.    (feet) GPS OBS
 KV6986  ______________________________________________________________________
 KV6986  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6986  GEOID HEIGHT    -        -32.698 (meters)                     GEOID18
 KV6986  NAD 83(2011) X  -  1,336,408.094 (meters)                     COMP
 KV6986  NAD 83(2011) Y  - -4,690,779.474 (meters)                     COMP
 KV6986  NAD 83(2011) Z  -  4,096,104.783 (meters)                     COMP
 KV6986  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 KV6986
 KV6986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6986  Standards:
 KV6986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6986  -------------------------------------------------------------------
 KV6986  NETWORK    0.33   0.55           0.15   0.12   0.28      0.07529218
 KV6986  -------------------------------------------------------------------
 KV6986  Click here for local accuracies and other accuracy information.
 KV6986
 KV6986.The horizontal coordinates were established by GPS observations
 KV6986.and adjusted by the National Geodetic Survey in June 2012.
 KV6986
 KV6986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6986.been affixed to the stable North American tectonic plate. See 
 KV6986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6986
 KV6986.The horizontal coordinates are valid at the epoch date displayed above
 KV6986.which is a decimal equivalence of Year/Month/Day.
 KV6986
 KV6986.The orthometric height was determined by GPS observations and a
 KV6986.high-resolution geoid model.
 KV6986
 KV6986.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6986.GEOID18 height accuracy estimate available here.
 KV6986
 KV6986.Click photographs - Photos may exist for this station.
 KV6986
 KV6986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6986
 KV6986.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6986
 KV6986.The ellipsoidal height was determined by GPS observations
 KV6986.and is referenced to NAD 83.
 KV6986
 KV6986. The following values were computed from the NAD 83(2011) position.
 KV6986
 KV6986;                    North         East     Units Scale Factor Converg.
 KV6986;SPC NJ       -   153,285.153   184,244.187   MT  0.99991443   +0 15 35.1
 KV6986;SPC NJ       -   502,903.04    604,474.47   sFT  0.99991443   +0 15 35.1
 KV6986;UTM  18      - 4,451,833.592   576,781.091   MT  0.99967257   +0 34 57.3
 KV6986
 KV6986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6986!SPC NJ       -   1.00000102  x   0.99991443  =   0.99991545
 KV6986!UTM  18      -   1.00000102  x   0.99967257  =   0.99967359
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7678151833(NAD 83)
 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  NAD 83(2007)-  40 12 48.24898(N)    074 05 51.68672(W) AD(2002.00) 0
 KV6986  ELLIP H (02/10/07)   -6.469  (m)                       GP(2002.00)    
 KV6986  ELLIP H (10/23/02)   -6.454  (m)                       GP(       ) 4 1
 KV6986  NAD 83(1996)-  40 12 48.24882(N)    074 05 51.68671(W) AD(       ) 1
 KV6986  ELLIP H (05/14/99)   -6.472  (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)   -6.479  (m)                       GP(       ) 3 1
 KV6986  NAD 83(1986)-  40 12 48.24973(N)    074 05 51.68956(W) AD(       ) 1
 KV6986  NAVD 88 (02/25/94)   26.2    (m)  GEOID93  model used  GPS OBS        
 KV6986
 KV6986.Superseded values are not recommended for survey control.
 KV6986
 KV6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6986.See file dsdata.pdf to determine how the superseded data were derived.
 KV6986
 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 = JULY 24, 2026 22:12:30 EDT
 KV6987 ***********************************************************************
 KV6987  DESIGNATION -  NEPTUNE 2
 KV6987  PID         -  KV6987
 KV6987  STATE/COUNTY-  NJ/MONMOUTH
 KV6987  COUNTRY     -  US
 KV6987  USGS QUAD   -  ASBURY PARK (2019)
 KV6987
 KV6987                         *CURRENT SURVEY CONTROL
 KV6987  ______________________________________________________________________
 KV6987* NAD 83(2011) POSITION- 40 13 07.75100(N) 074 05 50.14280(W)   ADJUSTED
 KV6987* NAD 83(2011) ELLIP HT-    -4.050 (meters)        (06/27/12)   ADJUSTED
 KV6987* NAD 83(2011) EPOCH   -  2010.00
 KV6987* NAVD 88 ORTHO HEIGHT -    28.7   (meters)       94.    (feet) GPS OBS
 KV6987  ______________________________________________________________________
 KV6987  NAVD 88 orthometric height was determined with an earlier geoid model
 KV6987  GEOID HEIGHT    -        -32.685 (meters)                     GEOID18
 KV6987  NAD 83(2011) X  -  1,336,337.281 (meters)                     COMP
 KV6987  NAD 83(2011) Y  - -4,690,397.727 (meters)                     COMP
 KV6987  NAD 83(2011) Z  -  4,096,565.691 (meters)                     COMP
 KV6987  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 KV6987
 KV6987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6987  Standards:
 KV6987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6987  -------------------------------------------------------------------
 KV6987  NETWORK    0.29   0.47           0.13   0.10   0.24     -0.01230133
 KV6987  -------------------------------------------------------------------
 KV6987  Click here for local accuracies and other accuracy information.
 KV6987
 KV6987.The horizontal coordinates were established by GPS observations
 KV6987.and adjusted by the National Geodetic Survey in June 2012.
 KV6987
 KV6987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6987.been affixed to the stable North American tectonic plate. See 
 KV6987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6987
 KV6987.The horizontal coordinates are valid at the epoch date displayed above
 KV6987.which is a decimal equivalence of Year/Month/Day.
 KV6987
 KV6987.The orthometric height was determined by GPS observations and a
 KV6987.high-resolution geoid model.
 KV6987
 KV6987.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6987.GEOID18 height accuracy estimate available here.
 KV6987
 KV6987.Click photographs - Photos may exist for this station.
 KV6987
 KV6987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6987
 KV6987.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6987
 KV6987.The ellipsoidal height was determined by GPS observations
 KV6987.and is referenced to NAD 83.
 KV6987
 KV6987. The following values were computed from the NAD 83(2011) position.
 KV6987
 KV6987;                    North         East     Units Scale Factor Converg.
 KV6987;SPC NJ       -   153,886.796   184,277.951   MT  0.99991446   +0 15 36.2
 KV6987;SPC NJ       -   504,876.93    604,585.24   sFT  0.99991446   +0 15 36.2
 KV6987;UTM  18      - 4,452,435.271   576,811.458   MT  0.99967263   +0 34 58.6
 KV6987
 KV6987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6987!SPC NJ       -   1.00000064  x   0.99991446  =   0.99991510
 KV6987!UTM  18      -   1.00000064  x   0.99967263  =   0.99967327
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7681152435(NAD 83)
 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  NAD 83(2007)-  40 13 07.75142(N)    074 05 50.14325(W) AD(2002.00) 0
 KV6987  ELLIP H (02/10/07)   -4.042  (m)                       GP(2002.00)    
 KV6987  ELLIP H (10/23/02)   -4.025  (m)                       GP(       ) 4 1
 KV6987  NAD 83(1996)-  40 13 07.75125(N)    074 05 50.14325(W) AD(       ) 1
 KV6987  ELLIP H (05/14/99)   -4.043  (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)   -4.076  (m)                       GP(       ) 3 1
 KV6987  NAD 83(1986)-  40 13 07.75235(N)    074 05 50.14610(W) AD(       ) 1
 KV6987  NAVD 88 (02/25/94)   28.7    (m)  GEOID93  model used  GPS OBS        
 KV6987
 KV6987.Superseded values are not recommended for survey control.
 KV6987
 KV6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6987.See file dsdata.pdf to determine how the superseded data were derived.
 KV6987
 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 - August 18, 2021
 KV6987
 KV6987  HISTORY     - Date     Condition        Report By
 KV6987  HISTORY     - 1991     MONUMENTED       NJHA
 KV6987  HISTORY     - 19930304 GOOD             NJGS
 KV6987  HISTORY     - 19940630 GOOD             NJGS
 KV6987  HISTORY     - 20210818 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.
 KV6987
 KV6987                          STATION RECOVERY (2021)
 KV6987
 KV6987'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV6987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5129 ***********************************************************************
 KV5129  DESIGNATION -  NEPTUNE MICROWAVE RELAY TOWER
 KV5129  PID         -  KV5129
 KV5129  STATE/COUNTY-  NJ/MONMOUTH
 KV5129  COUNTRY     -  US
 KV5129  USGS QUAD   -  ASBURY PARK (2019)
 KV5129
 KV5129                         *CURRENT SURVEY CONTROL
 KV5129  ______________________________________________________________________
 KV5129* NAD 83(1996) POSITION- 40 13 29.65125(N) 074 03 17.40934(W)   ADJUSTED
 KV5129  ______________________________________________________________________
 KV5129  GEOID HEIGHT    -        -32.754 (meters)                     GEOID18
 KV5129  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5129.GEOID18 height accuracy estimate available here.
 KV5129
 KV5129.Click photographs - Photos may exist for this station.
 KV5129
 KV5129.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5129
 KV5129. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8041453148(NAD 83)
 KV5129
 KV5129                          SUPERSEDED SURVEY CONTROL
 KV5129
 KV5129  NAD 83(1986)-  40 13 29.65013(N)    074 03 17.40618(W) AD(       ) 3
 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
 KV5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5129.See file dsdata.pdf to determine how the superseded data were derived.
 KV5129
 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 = JULY 24, 2026 22:12:30 EDT
 KV5132 ***********************************************************************
 KV5132  DESIGNATION -  NEPTUNE RADIO STA WJLK TOWER
 KV5132  PID         -  KV5132
 KV5132  STATE/COUNTY-  NJ/MONMOUTH
 KV5132  COUNTRY     -  US
 KV5132  USGS QUAD   -  ASBURY PARK (2019)
 KV5132
 KV5132                         *CURRENT SURVEY CONTROL
 KV5132  ______________________________________________________________________
 KV5132* NAD 83(1996) POSITION- 40 13 05.51223(N) 074 02 33.34277(W)   ADJUSTED
 KV5132  ______________________________________________________________________
 KV5132  GEOID HEIGHT    -        -32.793 (meters)                     GEOID18
 KV5132  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5132.GEOID18 height accuracy estimate available here.
 KV5132
 KV5132.Click photographs - Photos may exist for this station.
 KV5132
 KV5132.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5132
 KV5132. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8146352415(NAD 83)
 KV5132
 KV5132                          SUPERSEDED SURVEY CONTROL
 KV5132
 KV5132  NAD 83(1986)-  40 13 05.51104(N)    074 02 33.33871(W) AD(       ) 3
 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
 KV5132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5132.See file dsdata.pdf to determine how the superseded data were derived.
 KV5132
 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 = JULY 24, 2026 22:12:30 EDT
 DK7749 ***********************************************************************
 DK7749  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7749  DESIGNATION -  NEPTUNE TOWNSHIP CORS ARP
 DK7749  CORS_ID     -  NJNT
 DK7749  PID         -  DK7749
 DK7749  STATE/COUNTY-  NJ/MONMOUTH
 DK7749  COUNTRY     -  US
 DK7749  USGS QUAD   -  ASBURY PARK (2019)
 DK7749
 DK7749                         *CURRENT SURVEY CONTROL
 DK7749  ______________________________________________________________________
 DK7749* NAD 83(2011) POSITION- 40 12 33.61996(N) 074 02 11.58978(W)   ADJUSTED
 DK7749* NAD 83(2011) ELLIP HT-   -15.531 (meters)        (04/??/25)   ADJUSTED
 DK7749* NAD 83(2011) EPOCH   -  2010.00
 DK7749* NAVD 88 ORTHO HEIGHT -    17.301 (meters)       56.76  (feet) ADJUSTED
 DK7749  ______________________________________________________________________
 DK7749  GEOID HEIGHT    -        -32.823 (meters)                     GEOID18
 DK7749  NAD 83(2011) X  -  1,341,490.879 (meters)                     COMP
 DK7749  NAD 83(2011) Y  - -4,689,624.201 (meters)                     COMP
 DK7749  NAD 83(2011) Z  -  4,095,754.368 (meters)                     COMP
 DK7749  VERT ORDER      -  FIRST     CLASS II
 DK7749
 DK7749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7749  Standards:
 DK7749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7749  -------------------------------------------------------------------
 DK7749  NETWORK    0.13   0.22           0.05   0.05   0.11     -0.16223400
 DK7749  -------------------------------------------------------------------
 DK7749
 DK7749.The coordinates were established by GPS observations
 DK7749.and adjusted by the National Geodetic Survey in April 2025.
 DK7749
 DK7749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7749.been affixed to the stable North American Tectonic Plate. 
 DK7749
 DK7749.The coordinates are valid at the epoch date displayed above
 DK7749.which is a decimal equivalence of Year/Month/Day.
 DK7749
 DK7749.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK7749.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK7749.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK7749.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK7749.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK7749.published epoch of 2010.00.
 DK7749
 DK7749.Additional information on MYCS is available at:
 DK7749.https://geodesy.noaa.gov/CORS/index.shtml
 DK7749
 DK7749.The orthometric height was determined by differential leveling and
 DK7749.adjusted by the NATIONAL GEODETIC SURVEY
 DK7749.in May 2012.
 DK7749
 DK7749.No vertical observational check was made to the station.
 DK7749
 DK7749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7749.GEOID18 height accuracy estimate available here.
 DK7749
 DK7749.The PID for the CORS L1 Phase Center is DR7746.
 DK7749
 DK7749.Click photographs - Photos may exist for this station.
 DK7749
 DK7749.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7749
 DK7749.The ellipsoidal height was determined by GPS observations
 DK7749.and is referenced to NAD 83.
 DK7749
 DK7749. The following values were computed from the NAD 83(2011) position.
 DK7749
 DK7749;                    North         East     Units Scale Factor Converg.
 DK7749;SPC NJ       -   152,859.375   189,450.561   MT  0.99991915   +0 17 57.1
 DK7749;SPC NJ       -   501,506.13    621,555.72   sFT  0.99991915   +0 17 57.1
 DK7749;UTM  18      - 4,451,437.251   581,988.536   MT  0.99968275   +0 37 19.3
 DK7749
 DK7749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7749!SPC NJ       -   1.00000244  x   0.99991915  =   0.99992159
 DK7749!UTM  18      -   1.00000244  x   0.99968275  =   0.99968519
 DK7749
 DK7749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8198851437(NAD 83)
 DK7749
 DK7749                          SUPERSEDED SURVEY CONTROL
 DK7749
 DK7749  NAD 83(2011)-  40 12 33.62002(N)    074 02 11.58981(W) AD(2010.00) c
 DK7749  ELLIP H (06/??/21)  -15.518  (m)                       GP(2010.00) c c
 DK7749  NAD 83(2011)-  40 12 33.61969(N)    074 02 11.58982(W) AD(2010.00) c
 DK7749  ELLIP H (06/??/19)  -15.519  (m)                       GP(2010.00) c c
 DK7749  NAD 83(2011)-  40 12 33.61966(N)    074 02 11.58975(W) AD(2010.00) c
 DK7749  ELLIP H (08/??/11)  -15.522  (m)                       GP(2010.00) c c
 DK7749  NAD 83(CORS)-  40 12 33.62005(N)    074 02 11.59038(W) AD(2002.00) c
 DK7749  ELLIP H (12/??/08)  -15.507  (m)                       GP(2002.00) c c
 DK7749
 DK7749.Superseded values are not recommended for survey control.
 DK7749
 DK7749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7749.See file dsdata.pdf to determine how the superseded data were derived.
 DK7749
 DK7749_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK7749
 DK7749                          STATION DESCRIPTION
 DK7749
 DK7749'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK7749'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK7749'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK7749'AND LOG FILES ACCESSIBLE AT:
 DK7749'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5508 ***********************************************************************
 KV5508  DESIGNATION -  NESHANIC
 KV5508  PID         -  KV5508
 KV5508  STATE/COUNTY-  NJ/SOMERSET
 KV5508  COUNTRY     -  US
 KV5508  USGS QUAD   -  ROCKY HILL (2019)
 KV5508
 KV5508                         *CURRENT SURVEY CONTROL
 KV5508  ______________________________________________________________________
 KV5508* NAD 83(1996) POSITION- 40 28 30.39031(N) 074 42 39.69613(W)   ADJUSTED
 KV5508* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 KV5508  ______________________________________________________________________
 KV5508  GEOID HEIGHT    -        -33.530 (meters)                     GEOID18
 KV5508  LAPLACE CORR    -          2.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5508.GEOID18 height accuracy estimate available here.
 KV5508
 KV5508.Click photographs - Photos may exist for this station.
 KV5508
 KV5508.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5508
 KV5508. The following values were computed from the NAD 83(1996) position.
 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 08.6
 KV5508:UTM  18      -  PRINCETON NE BASE                        102 12 40.2
 KV5508
 KV5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2449480531(NAD 83)
 KV5508
 KV5508|---------------------------------------------------------------------|
 KV5508| PID    Reference Object                     Distance      Geod. Az  |
 KV5508|                                                           dddmmss.s |
 KV5508| KV5510 PRINCETON NE BASE                   APPROX. 4.2 KM 1022355.5 |
 KV5508| CB5396 NESHANIC RM 1                        39.517 METERS 16254     |
 KV5508| KV5503 AIRWAY BN 72 E OF MT ROSE           APPROX.11.5 KM 1683426.9 |
 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
 KV5508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5508.See file dsdata.pdf to determine how the superseded data were derived.
 KV5508
 KV5508_MARKER: DS = TRIANGULATION STATION DISK
 KV5508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5508+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2010
 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  HISTORY     - 20100311 GOOD             GEOCAC
 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.
 KV5508
 KV5508                          STATION RECOVERY (2010)
 KV5508
 KV5508'RECOVERY NOTE BY GEOCACHING 2010 (MIS)
 KV5508'STATION REACHED FROM SOMERSET COUNTY, NJ, SOURLAND MOUNTAIN PRESERVE.
 KV5508'FROM PARKING LOT OFF EAST MOUNTAIN ROAD, HIKE RIDGE TRAIL TO A POINT
 KV5508'.30 MILES FROM STATION.  BUSHWHACK TO STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2991 ***********************************************************************
 JU2991  DESIGNATION -  NESOCHAGUE
 JU2991  PID         -  JU2991
 JU2991  STATE/COUNTY-  NJ/ATLANTIC
 JU2991  COUNTRY     -  US
 JU2991  USGS QUAD   -  ATSION (2019)
 JU2991
 JU2991                         *CURRENT SURVEY CONTROL
 JU2991  ______________________________________________________________________
 JU2991* NAD 83(1996) POSITION- 39 39 42.34731(N) 074 41 07.39527(W)   ADJUSTED
 JU2991* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 JU2991  ______________________________________________________________________
 JU2991  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 JU2991  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2991.GEOID18 height accuracy estimate available here.
 JU2991
 JU2991.Click photographs - Photos may exist for this station.
 JU2991
 JU2991.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2991
 JU2991. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000403  x   0.99990311  =   0.99990714
 JU2991!UTM  18      -   1.00000403  x   0.99960897  =   0.99961299
 JU2991
 JU2991:                Primary Azimuth Mark                     Grid Az
 JU2991:SPC NJ       -  PINEY                                    227 36 07.0
 JU2991:UTM  18      -  PINEY                                    227 16 58.1
 JU2991
 JU2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2698790264(NAD 83)
 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
 JU2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2991.See file dsdata.pdf to determine how the superseded data were derived.
 JU2991
 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 13, 2009
 JU2991
 JU2991  HISTORY     - Date     Condition        Report By
 JU2991  HISTORY     - 1935     MONUMENTED       CGS
 JU2991  HISTORY     - 19950425 GOOD             NJGS
 JU2991  HISTORY     - 20020525 GOOD             INDIV
 JU2991  HISTORY     - 20070325 GOOD             INDIV
 JU2991  HISTORY     - 20090513 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.
 JU2991
 JU2991                          STATION RECOVERY (2007)
 JU2991
 JU2991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HBH)
 JU2991'TO REACH THE STATION FOLLOW THE DESCRIPTION IN THE 1995 RECOVERY TO
 JU2991'THE BATSTO PLEASANT MILLS UNITED METHODIST CHURCH LOCATED 0.15 MILES
 JU2991'NORTH ON A SAND ROAD FROM THE INTERSECTION OF COUNTY ROADS 542 AND
 JU2991'623. THIS SAND ROAD IS NOW CLOSED TO MOTOR VEHICLES AT THE BRIDGE
 JU2991'ADJACENT TO THE CHURCH.
 JU2991'PARK IN THE AREA TO THE LEFT OF THE CHURCH AND FOLLOW THE SAND ROAD ON
 JU2991'FOOT OR BICYCLE BEARING LEFT AROUND THE CHURCH BUILDING FOR 2.15 MILES
 JU2991'TO THE STATION ON THE RIGHT OF THE SAND ROAD.
 JU2991'THE STATION IS LOCATED 20 FEET NORTHEAST FROM THE CENTERLINE OF THE
 JU2991'SAND ROAD AND 15.3 FEET SOUTH SOUTHEAST FROM A BLAZE IN AN 8 INCH PINE
 JU2991'TREE AND PROJECTS 5 INCHES. THE WITNESS POST WAS NOT FOUND.
 JU2991'REFERENCE MARK NO. 1 IS IN A WOODED AREA 79.45 FEET NORTH OF THE
 JU2991'STATION AND PROJECTS 1 INCH. REFERENCE MARK NO. 2 IS 73.65 FEET WEST
 JU2991'OF THE STATION, 27 FEET SOUTHWEST FROM THE CENTERLINE OF THE SAND ROAD
 JU2991'AND PROJECTS 6 INCHES. THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 JU2991'RECOVERED AT THIS TIME.
 JU2991
 JU2991                          STATION RECOVERY (2009)
 JU2991
 JU2991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU2991'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 JU2991'AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION. THE STATION AND
 JU2991'REFERENCE MARKS ARE AS DESCRIBED IN 2007.
 JU2991'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 700 FT. NORTHWEST OF THE
 JU2991'STATION, 23 FT. SOUTHWEST FROM THE CENTERLINE OF THE SAND ROAD, 2 FT.
 JU2991'NORTHWEST OF AN 8 INCH PINE, 9 FT. SOUTHWEST OF A 15 INCH PINE,
 JU2991'APPROXIMATELY 70 FT. SOUTHEAST FROM THE CENTER OF A PULL-OFF OR
 JU2991'PARKING AREA ON THE SAND ROAD AND PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5041 ***********************************************************************
 KV5041  DESIGNATION -  NEVIUS
 KV5041  PID         -  KV5041
 KV5041  STATE/COUNTY-  NJ/MONMOUTH
 KV5041  COUNTRY     -  US
 KV5041  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5041
 KV5041                         *CURRENT SURVEY CONTROL
 KV5041  ______________________________________________________________________
 KV5041* NAD 83(1996) POSITION- 40 17 22.52459(N) 074 02 38.56594(W)   ADJUSTED
 KV5041* NAVD 88 ORTHO HEIGHT -    27.    (meters)       89.    (feet) SCALED
 KV5041  ______________________________________________________________________
 KV5041  GEOID HEIGHT    -        -32.648 (meters)                     GEOID18
 KV5041  LAPLACE CORR    -         -4.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5041.GEOID18 height accuracy estimate available here.
 KV5041
 KV5041.Click photographs - Photos may exist for this station.
 KV5041
 KV5041.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5041
 KV5041. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000095  x   0.99991849  =   0.99991944
 KV5041!UTM  18      -   1.00000095  x   0.99968127  =   0.99968222
 KV5041
 KV5041:                Primary Azimuth Mark                     Grid Az
 KV5041:SPC NJ       -  ELECTRIC                                 160 00 00.5
 KV5041:UTM  18      -  ELECTRIC                                 159 40 36.4
 KV5041
 KV5041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8125460338(NAD 83)
 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 0675544.0 |
 KV5041| KU2777 LONG BRANCH CH OF SEA CROSS         APPROX. 5.4 KM 0753609.1 |
 KV5041| KV5043 DEAL INCINERATOR STACK              APPROX. 5.1 KM 1361249.0 |
 KV5041| KU2748 MONTEREY HOTEL                      APPROX. 8.0 KM 1512214.9 |
 KV5041| KV5122 ALLENHURST TANK                     APPROX. 6.8 KM 1530743.4 |
 KV5041| KV5135 ELECTRIC                            APPROX. 8.6 KM 1601741.9 |
 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
 KV5041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5041.See file dsdata.pdf to determine how the superseded data were derived.
 KV5041
 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 = JULY 24, 2026 22:12:30 EDT
 HU1291 ***********************************************************************
 HU1291  DESIGNATION -  NEW
 HU1291  PID         -  HU1291
 HU1291  STATE/COUNTY-  NJ/CAPE MAY
 HU1291  COUNTRY     -  US
 HU1291  USGS QUAD   -  CAPE MAY (2019)
 HU1291
 HU1291                         *CURRENT SURVEY CONTROL
 HU1291  ______________________________________________________________________
 HU1291* NAD 83(1996) POSITION- 38 58 06.28247(N) 074 57 45.23029(W)   ADJUSTED
 HU1291* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1291  ______________________________________________________________________
 HU1291  GEOID HEIGHT    -        -35.421 (meters)                     GEOID18
 HU1291  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1291.GEOID18 height accuracy estimate available here.
 HU1291
 HU1291.Click photographs - Photos may exist for this station.
 HU1291
 HU1291.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1291
 HU1291. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000515  x   0.99991978  =   0.99992493
 HU1291!UTM  18      -   1.00000515  x   0.99960013  =   0.99960528
 HU1291
 HU1291:                Primary Azimuth Mark                     Grid Az
 HU1291:SPC NJ       -  BRANDYWINE SHOALS LIGHTHOUSE             278 57 32.3
 HU1291:UTM  18      -  BRANDYWINE SHOALS LIGHTHOUSE             278 38 40.2
 HU1291
 HU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0324313271(NAD 83)
 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
 HU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1291.See file dsdata.pdf to determine how the superseded data were derived.
 HU1291
 HU1291_MARKER: DS = TRIANGULATION STATION DISK
 HU1291_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1291_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HU1291_STAMPING: NEW 1927
 HU1291_MARK LOGO: CGS
 HU1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KU0842 ***********************************************************************
 KU0842  DESIGNATION -  NEW BRIDGE
 KU0842  PID         -  KU0842
 KU0842  STATE/COUNTY-  NJ/MONMOUTH
 KU0842  COUNTRY     -  US
 KU0842  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU0842
 KU0842                         *CURRENT SURVEY CONTROL
 KU0842  ______________________________________________________________________
 KU0842* NAD 83(1996) POSITION- 40 23 46.17962(N) 073 58 38.83640(W)   ADJUSTED
 KU0842* NAVD 88 ORTHO HEIGHT -     7.818 (meters)       25.65  (feet) ADJUSTED
 KU0842  ______________________________________________________________________
 KU0842  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 KU0842  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 KU0842  DYNAMIC HEIGHT  -          7.814 (meters)       25.64  (feet) COMP
 KU0842  MODELED GRAVITY -    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 and
 KU0842.adjusted by the NATIONAL GEODETIC SURVEY
 KU0842.in June 1991.
 KU0842
 KU0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0842.GEOID18 height accuracy estimate available here.
 KU0842
 KU0842.Click photographs - Photos may exist for this station.
 KU0842
 KU0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000389  x   0.99992421  =   0.99992810
 KU0842!UTM  18      -   1.00000389  x   0.99969270  =   0.99969659
 KU0842
 KU0842:                Primary Azimuth Mark                     Grid Az
 KU0842:SPC NJ       -  NAVESINK LIGHT NORTH                     273 16 57.3
 KU0842:UTM  18      -  NAVESINK LIGHT NORTH                     272 57 30.6
 KU0842
 KU0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8677872230(NAD 83)
 KU0842
 KU0842|---------------------------------------------------------------------|
 KU0842| PID    Reference Object                     Distance      Geod. Az  |
 KU0842|                                                           dddmmss.s |
 KU0842| KU2048 GATE                                417.684 METERS 0063049.2 |
 KU0842| KU2800 NO 6268                             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 (??/??/92)    8.176  (m)           26.82   (f) SUPERSEDED  1 2
 KU0842  NGVD 29 (04/16/92)    8.128  (m)           26.67   (f) ADJUSTED    1 2
 KU0842  NGVD 29               8.15   (m)           26.7    (f) LEVELING    3  
 KU0842
 KU0842.Superseded values are not recommended for survey control.
 KU0842
 KU0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0842.See file dsdata.pdf to determine how the superseded data were derived.
 KU0842
 KU0842_STAMPING: NEW BRIDGE USE 1934
 KU0842
 KU0842  HISTORY     - Date     Condition        Report By
 KU0842  HISTORY     - 1934     MONUMENTED       USACE
 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             CGS
 KU0842  HISTORY     - 1981     GOOD             NOS
 KU0842  HISTORY     - 1988     GOOD             NOSAMC
 KU0842  HISTORY     - 19920722 GOOD             USPSQD
 KU0842  HISTORY     - 19950622 GOOD             USPSQD
 KU0842  HISTORY     - 20171106 MARK NOT FOUND   NJGS
 KU0842  HISTORY     - 20171117 MARK NOT FOUND   NJGS
 KU0842
 KU0842                          STATION DESCRIPTION
 KU0842
 KU0842'DESCRIBED BY US ARMY CORPS OF 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 COAST AND 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.
 KU0842
 KU0842                          STATION RECOVERY (2017)
 KU0842
 KU0842'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 KU0842'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.  NEW
 KU0842'BRIDGE BUILT.
 KU0842
 KU0842                          STATION RECOVERY (2017)
 KU0842
 KU0842'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KU0842'A NEW BRIDGE HAS BEEN CONSTRUCTED IN 2010 AT THE LOCATION OF THE
 KU0842'STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5433 ***********************************************************************
 KV5433  DESIGNATION -  NEW BRUNSWICK BLACK SPIRE
 KV5433  PID         -  KV5433
 KV5433  STATE/COUNTY-  NJ/MIDDLESEX
 KV5433  COUNTRY     -  US
 KV5433  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5433
 KV5433                         *CURRENT SURVEY CONTROL
 KV5433  ______________________________________________________________________
 KV5433* NAD 83(1996) POSITION- 40 29 45.11612(N) 074 26 34.02768(W)   ADJUSTED
 KV5433  ______________________________________________________________________
 KV5433  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 KV5433  LAPLACE CORR    -          5.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5433.GEOID18 height accuracy estimate available here.
 KV5433
 KV5433.Click photographs - Photos may exist for this station.
 KV5433
 KV5433.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5433
 KV5433. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4721782944(NAD 83)
 KV5433
 KV5433                          SUPERSEDED SURVEY CONTROL
 KV5433
 KV5433  NAD 83(1996)-  40 29 45.11615(N)    074 26 34.02928(W) AD(       ) 3
 KV5433  NAD 83(1986)-  40 29 45.11784(N)    074 26 34.03076(W) AD(       ) 3
 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
 KV5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5433.See file dsdata.pdf to determine how the superseded data were derived.
 KV5433
 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 = JULY 24, 2026 22:12:30 EDT
 KV5418 ***********************************************************************
 KV5418  DESIGNATION -  NEW BRUNSWICK CADGENE DYE TANK
 KV5418  PID         -  KV5418
 KV5418  STATE/COUNTY-  NJ/MIDDLESEX
 KV5418  COUNTRY     -  US
 KV5418  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5418
 KV5418                         *CURRENT SURVEY CONTROL
 KV5418  ______________________________________________________________________
 KV5418* NAD 83(1996) POSITION- 40 29 03.84614(N) 074 28 07.25037(W)   ADJUSTED
 KV5418  ______________________________________________________________________
 KV5418  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 KV5418  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5418.GEOID18 height accuracy estimate available here.
 KV5418
 KV5418.Click photographs - Photos may exist for this station.
 KV5418
 KV5418.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5418
 KV5418. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4503181658(NAD 83)
 KV5418
 KV5418                          SUPERSEDED SURVEY CONTROL
 KV5418
 KV5418  NAD 83(1996)-  40 29 03.84653(N)    074 28 07.25133(W) AD(       ) 3
 KV5418  NAD 83(1986)-  40 29 03.84801(N)    074 28 07.25265(W) AD(       ) 3
 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
 KV5418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5418.See file dsdata.pdf to determine how the superseded data were derived.
 KV5418
 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 = JULY 24, 2026 22:12:30 EDT
 KV5321 ***********************************************************************
 KV5321  DESIGNATION -  NEW BRUNSWICK CONCRETE CO STK
 KV5321  PID         -  KV5321
 KV5321  STATE/COUNTY-  NJ/MIDDLESEX
 KV5321  COUNTRY     -  US
 KV5321  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5321
 KV5321                         *CURRENT SURVEY CONTROL
 KV5321  ______________________________________________________________________
 KV5321* NAD 83(1996) POSITION- 40 26 24.22621(N) 074 21 42.19858(W)   ADJUSTED
 KV5321  ______________________________________________________________________
 KV5321  GEOID HEIGHT    -        -32.633 (meters)                     GEOID18
 KV5321  LAPLACE CORR    -          4.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5321.GEOID18 height accuracy estimate available here.
 KV5321
 KV5321.Click photographs - Photos may exist for this station.
 KV5321
 KV5321.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5321
 KV5321. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5413276797(NAD 83)
 KV5321
 KV5321                          SUPERSEDED SURVEY CONTROL
 KV5321
 KV5321  NAD 83(1996)-  40 26 24.22528(N)    074 21 42.19973(W) AD(       ) 3
 KV5321  NAD 83(1986)-  40 26 24.22610(N)    074 21 42.19931(W) AD(       ) 3
 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
 KV5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5321.See file dsdata.pdf to determine how the superseded data were derived.
 KV5321
 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 = JULY 24, 2026 22:12:30 EDT
 KV5442 ***********************************************************************
 KV5442  DESIGNATION -  NEW BRUNSWICK GULBENK RUG STK
 KV5442  PID         -  KV5442
 KV5442  STATE/COUNTY-  NJ/MIDDLESEX
 KV5442  COUNTRY     -  US
 KV5442  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5442
 KV5442                         *CURRENT SURVEY CONTROL
 KV5442  ______________________________________________________________________
 KV5442* NAD 83(1996) POSITION- 40 28 44.98653(N) 074 27 05.02814(W)   ADJUSTED
 KV5442  ______________________________________________________________________
 KV5442  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 KV5442  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5442.GEOID18 height accuracy estimate available here.
 KV5442
 KV5442.Click photographs - Photos may exist for this station.
 KV5442
 KV5442.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5442
 KV5442. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4649981086(NAD 83)
 KV5442
 KV5442                          SUPERSEDED SURVEY CONTROL
 KV5442
 KV5442  NAD 83(1996)-  40 28 44.98679(N)    074 27 05.02974(W) AD(       ) 3
 KV5442  NAD 83(1986)-  40 28 44.98837(N)    074 27 05.03104(W) AD(       ) 3
 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
 KV5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5442.See file dsdata.pdf to determine how the superseded data were derived.
 KV5442
 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 = JULY 24, 2026 22:12:30 EDT
 KV5443 ***********************************************************************
 KV5443  DESIGNATION -  NEW BRUNSWICK GULBENK RUG TANK
 KV5443  PID         -  KV5443
 KV5443  STATE/COUNTY-  NJ/MIDDLESEX
 KV5443  COUNTRY     -  US
 KV5443  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5443
 KV5443                         *CURRENT SURVEY CONTROL
 KV5443  ______________________________________________________________________
 KV5443* NAD 83(1996) POSITION- 40 28 44.57710(N) 074 27 04.73259(W)   ADJUSTED
 KV5443  ______________________________________________________________________
 KV5443  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 KV5443  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5443.GEOID18 height accuracy estimate available here.
 KV5443
 KV5443.Click photographs - Photos may exist for this station.
 KV5443
 KV5443.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5443
 KV5443. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4650681073(NAD 83)
 KV5443
 KV5443                          SUPERSEDED SURVEY CONTROL
 KV5443
 KV5443  NAD 83(1996)-  40 28 44.57710(N)    074 27 04.73424(W) AD(       ) 3
 KV5443  NAD 83(1986)-  40 28 44.57881(N)    074 27 04.73554(W) AD(       ) 3
 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
 KV5443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5443.See file dsdata.pdf to determine how the superseded data were derived.
 KV5443
 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 = JULY 24, 2026 22:12:30 EDT
 KV4888 ***********************************************************************
 KV4888  DESIGNATION -  NEW BRUNSWICK JANEWAY CARP TK
 KV4888  PID         -  KV4888
 KV4888  STATE/COUNTY-  NJ/MIDDLESEX
 KV4888  COUNTRY     -  US
 KV4888  USGS QUAD   -  PLAINFIELD (2019)
 KV4888
 KV4888                         *CURRENT SURVEY CONTROL
 KV4888  ______________________________________________________________________
 KV4888* NAD 83(1996) POSITION- 40 30 14.15701(N) 074 26 03.89493(W)   ADJUSTED
 KV4888  ______________________________________________________________________
 KV4888  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 KV4888  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4888.GEOID18 height accuracy estimate available here.
 KV4888
 KV4888.Click photographs - Photos may exist for this station.
 KV4888
 KV4888.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4888
 KV4888. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4792183844(NAD 83)
 KV4888
 KV4888                          SUPERSEDED SURVEY CONTROL
 KV4888
 KV4888  NAD 83(1996)-  40 30 14.15680(N)    074 26 03.89650(W) AD(       ) 3
 KV4888  NAD 83(1986)-  40 30 14.15779(N)    074 26 03.89791(W) AD(       ) 3
 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
 KV4888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4888.See file dsdata.pdf to determine how the superseded data were derived.
 KV4888
 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 = JULY 24, 2026 22:12:30 EDT
 KV4884 ***********************************************************************
 KV4884  DESIGNATION -  NEW BRUNSWICK JOHNSON JOHN STK
 KV4884  PID         -  KV4884
 KV4884  STATE/COUNTY-  NJ/MIDDLESEX
 KV4884  COUNTRY     -  US
 KV4884  USGS QUAD   -  PLAINFIELD (2019)
 KV4884
 KV4884                         *CURRENT SURVEY CONTROL
 KV4884  ______________________________________________________________________
 KV4884* NAD 83(1996) POSITION- 40 30 04.51692(N) 074 26 41.99640(W)   ADJUSTED
 KV4884  ______________________________________________________________________
 KV4884  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 KV4884  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4884.GEOID18 height accuracy estimate available here.
 KV4884
 KV4884.Click photographs - Photos may exist for this station.
 KV4884
 KV4884.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4884
 KV4884. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4702683541(NAD 83)
 KV4884
 KV4884                          SUPERSEDED SURVEY CONTROL
 KV4884
 KV4884  NAD 83(1996)-  40 30 04.51687(N)    074 26 41.99793(W) AD(       ) 3
 KV4884  NAD 83(1986)-  40 30 04.51839(N)    074 26 41.99968(W) AD(       ) 3
 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
 KV4884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4884.See file dsdata.pdf to determine how the superseded data were derived.
 KV4884
 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 = JULY 24, 2026 22:12:30 EDT
 KV5415 ***********************************************************************
 KV5415  DESIGNATION -  NEW BRUNSWICK MACK TRUCK STACK
 KV5415  PID         -  KV5415
 KV5415  STATE/COUNTY-  NJ/MIDDLESEX
 KV5415  COUNTRY     -  US
 KV5415  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5415
 KV5415                         *CURRENT SURVEY CONTROL
 KV5415  ______________________________________________________________________
 KV5415* NAD 83(1996) POSITION- 40 29 14.87582(N) 074 27 26.13666(W)   ADJUSTED
 KV5415  ______________________________________________________________________
 KV5415  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 KV5415  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5415.GEOID18 height accuracy estimate available here.
 KV5415
 KV5415.Click photographs - Photos may exist for this station.
 KV5415
 KV5415.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5415
 KV5415. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4599782004(NAD 83)
 KV5415
 KV5415                          SUPERSEDED SURVEY CONTROL
 KV5415
 KV5415  NAD 83(1996)-  40 29 14.87591(N)    074 27 26.13810(W) AD(       ) 3
 KV5415  NAD 83(1986)-  40 29 14.87767(N)    074 27 26.13898(W) AD(       ) 3
 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
 KV5415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5415.See file dsdata.pdf to determine how the superseded data were derived.
 KV5415
 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 = JULY 24, 2026 22:12:30 EDT
 KV5416 ***********************************************************************
 KV5416  DESIGNATION -  NEW BRUNSWICK MACK TRUCK TANK
 KV5416  PID         -  KV5416
 KV5416  STATE/COUNTY-  NJ/MIDDLESEX
 KV5416  COUNTRY     -  US
 KV5416  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5416
 KV5416                         *CURRENT SURVEY CONTROL
 KV5416  ______________________________________________________________________
 KV5416* NAD 83(1996) POSITION- 40 29 15.13836(N) 074 27 26.37309(W)   ADJUSTED
 KV5416  ______________________________________________________________________
 KV5416  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 KV5416  LAPLACE CORR    -          5.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5416.GEOID18 height accuracy estimate available here.
 KV5416
 KV5416.Click photographs - Photos may exist for this station.
 KV5416
 KV5416.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5416
 KV5416. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4599182012(NAD 83)
 KV5416
 KV5416                          SUPERSEDED SURVEY CONTROL
 KV5416
 KV5416  NAD 83(1996)-  40 29 15.13843(N)    074 27 26.37456(W) AD(       ) 3
 KV5416  NAD 83(1986)-  40 29 15.14033(N)    074 27 26.37523(W) AD(       ) 3
 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
 KV5416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5416.See file dsdata.pdf to determine how the superseded data were derived.
 KV5416
 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 = JULY 24, 2026 22:12:30 EDT
 KV5423 ***********************************************************************
 KV5423  DESIGNATION -  NEW BRUNSWICK ME CH CUPOLA
 KV5423  PID         -  KV5423
 KV5423  STATE/COUNTY-  NJ/MIDDLESEX
 KV5423  COUNTRY     -  US
 KV5423  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5423
 KV5423                         *CURRENT SURVEY CONTROL
 KV5423  ______________________________________________________________________
 KV5423* NAD 83(1996) POSITION- 40 29 36.87379(N) 074 26 36.25932(W)   ADJUSTED
 KV5423  ______________________________________________________________________
 KV5423  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 KV5423  LAPLACE CORR    -          5.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5423.GEOID18 height accuracy estimate available here.
 KV5423
 KV5423.Click photographs - Photos may exist for this station.
 KV5423
 KV5423.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5423
 KV5423. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4716782690(NAD 83)
 KV5423
 KV5423                          SUPERSEDED SURVEY CONTROL
 KV5423
 KV5423  NAD 83(1996)-  40 29 36.87366(N)    074 26 36.26106(W) AD(       ) 3
 KV5423  NAD 83(1986)-  40 29 36.87563(N)    074 26 36.26237(W) AD(       ) 3
 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
 KV5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5423.See file dsdata.pdf to determine how the superseded data were derived.
 KV5423
 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 = JULY 24, 2026 22:12:30 EDT
 KV5430 ***********************************************************************
 KV5430  DESIGNATION -  NEW BRUNSWICK MIDDLES HOSP STK
 KV5430  PID         -  KV5430
 KV5430  STATE/COUNTY-  NJ/MIDDLESEX
 KV5430  COUNTRY     -  US
 KV5430  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5430
 KV5430                         *CURRENT SURVEY CONTROL
 KV5430  ______________________________________________________________________
 KV5430* NAD 83(1996) POSITION- 40 29 42.52779(N) 074 27 00.97342(W)   ADJUSTED
 KV5430  ______________________________________________________________________
 KV5430  GEOID HEIGHT    -        -32.936 (meters)                     GEOID18
 KV5430  LAPLACE CORR    -          5.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5430.GEOID18 height accuracy estimate available here.
 KV5430
 KV5430.Click photographs - Photos may exist for this station.
 KV5430
 KV5430.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5430
 KV5430. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4658482861(NAD 83)
 KV5430
 KV5430                          SUPERSEDED SURVEY CONTROL
 KV5430
 KV5430  NAD 83(1996)-  40 29 42.52783(N)    074 27 00.97505(W) AD(       ) 3
 KV5430  NAD 83(1986)-  40 29 42.52934(N)    074 27 00.97589(W) AD(       ) 3
 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
 KV5430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5430.See file dsdata.pdf to determine how the superseded data were derived.
 KV5430
 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 = JULY 24, 2026 22:12:30 EDT
 KV5446 ***********************************************************************
 KV5446  DESIGNATION -  NEW BRUNSWICK NICKEL PLANT STK
 KV5446  PID         -  KV5446
 KV5446  STATE/COUNTY-  NJ/MIDDLESEX
 KV5446  COUNTRY     -  US
 KV5446  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5446
 KV5446                         *CURRENT SURVEY CONTROL
 KV5446  ______________________________________________________________________
 KV5446* NAD 83(1996) POSITION- 40 28 18.47351(N) 074 26 37.88750(W)   ADJUSTED
 KV5446  ______________________________________________________________________
 KV5446  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 KV5446  LAPLACE CORR    -          5.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5446.GEOID18 height accuracy estimate available here.
 KV5446
 KV5446.Click photographs - Photos may exist for this station.
 KV5446
 KV5446.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5446
 KV5446. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4714380272(NAD 83)
 KV5446
 KV5446                          SUPERSEDED SURVEY CONTROL
 KV5446
 KV5446  NAD 83(1996)-  40 28 18.47354(N)    074 26 37.88915(W) AD(       ) 3
 KV5446  NAD 83(1986)-  40 28 18.47564(N)    074 26 37.89036(W) AD(       ) 3
 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
 KV5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5446.See file dsdata.pdf to determine how the superseded data were derived.
 KV5446
 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 = JULY 24, 2026 22:12:30 EDT
 KV5424 ***********************************************************************
 KV5424  DESIGNATION -  NEW BRUNSWICK NJ GAS HOLDER
 KV5424  PID         -  KV5424
 KV5424  STATE/COUNTY-  NJ/MIDDLESEX
 KV5424  COUNTRY     -  US
 KV5424  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5424
 KV5424                         *CURRENT SURVEY CONTROL
 KV5424  ______________________________________________________________________
 KV5424* NAD 83(1996) POSITION- 40 29 35.77261(N) 074 23 48.97440(W)   ADJUSTED
 KV5424  ______________________________________________________________________
 KV5424  GEOID HEIGHT    -        -32.788 (meters)                     GEOID18
 KV5424  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5424.GEOID18 height accuracy estimate available here.
 KV5424
 KV5424.Click photographs - Photos may exist for this station.
 KV5424
 KV5424.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5424
 KV5424. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5110582682(NAD 83)
 KV5424
 KV5424                          SUPERSEDED SURVEY CONTROL
 KV5424
 KV5424  NAD 83(1996)-  40 29 35.77239(N)    074 23 48.97564(W) AD(       ) 3
 KV5424  NAD 83(1986)-  40 29 35.77473(N)    074 23 48.97582(W) AD(       ) 3
 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
 KV5424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5424.See file dsdata.pdf to determine how the superseded data were derived.
 KV5424
 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 = JULY 24, 2026 22:12:30 EDT
 KV5449 ***********************************************************************
 KV5449  DESIGNATION -  NEW BRUNSWICK PUBLIC SER TANK
 KV5449  PID         -  KV5449
 KV5449  STATE/COUNTY-  NJ/MIDDLESEX
 KV5449  COUNTRY     -  US
 KV5449  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5449
 KV5449                         *CURRENT SURVEY CONTROL
 KV5449  ______________________________________________________________________
 KV5449* NAD 83(1996) POSITION- 40 28 57.81674(N) 074 26 47.63224(W)   ADJUSTED
 KV5449  ______________________________________________________________________
 KV5449  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 KV5449  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5449.GEOID18 height accuracy estimate available here.
 KV5449
 KV5449.Click photographs - Photos may exist for this station.
 KV5449
 KV5449.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5449
 KV5449. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4690681484(NAD 83)
 KV5449
 KV5449                          SUPERSEDED SURVEY CONTROL
 KV5449
 KV5449  NAD 83(1996)-  40 28 57.81688(N)    074 26 47.63384(W) AD(       ) 3
 KV5449  NAD 83(1986)-  40 28 57.81838(N)    074 26 47.63520(W) AD(       ) 3
 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
 KV5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5449.See file dsdata.pdf to determine how the superseded data were derived.
 KV5449
 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 = JULY 24, 2026 22:12:30 EDT
 KV5448 ***********************************************************************
 KV5448  DESIGNATION -  NEW BRUNSWICK PUMP STA CHIMNEY
 KV5448  PID         -  KV5448
 KV5448  STATE/COUNTY-  NJ/MIDDLESEX
 KV5448  COUNTRY     -  US
 KV5448  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5448
 KV5448                         *CURRENT SURVEY CONTROL
 KV5448  ______________________________________________________________________
 KV5448* NAD 83(1996) POSITION- 40 28 59.57458(N) 074 24 46.24361(W)   ADJUSTED
 KV5448  ______________________________________________________________________
 KV5448  GEOID HEIGHT    -        -32.819 (meters)                     GEOID18
 KV5448  LAPLACE CORR    -          5.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5448.GEOID18 height accuracy estimate available here.
 KV5448
 KV5448.Click photographs - Photos may exist for this station.
 KV5448
 KV5448.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5448
 KV5448. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4976481557(NAD 83)
 KV5448
 KV5448                          SUPERSEDED SURVEY CONTROL
 KV5448
 KV5448  NAD 83(1996)-  40 28 59.57409(N)    074 24 46.24491(W) AD(       ) 3
 KV5448  NAD 83(1986)-  40 28 59.57559(N)    074 24 46.24551(W) AD(       ) 3
 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
 KV5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5448.See file dsdata.pdf to determine how the superseded data were derived.
 KV5448
 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 = JULY 24, 2026 22:12:30 EDT
 KV5428 ***********************************************************************
 KV5428  DESIGNATION -  NEW BRUNSWICK RED SPIRE
 KV5428  PID         -  KV5428
 KV5428  STATE/COUNTY-  NJ/MIDDLESEX
 KV5428  COUNTRY     -  US
 KV5428  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5428
 KV5428                         *CURRENT SURVEY CONTROL
 KV5428  ______________________________________________________________________
 KV5428* NAD 83(1996) POSITION- 40 29 20.75417(N) 074 26 22.82384(W)   ADJUSTED
 KV5428  ______________________________________________________________________
 KV5428  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 KV5428  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5428.GEOID18 height accuracy estimate available here.
 KV5428
 KV5428.Click photographs - Photos may exist for this station.
 KV5428
 KV5428.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5428
 KV5428. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4748682195(NAD 83)
 KV5428
 KV5428                          SUPERSEDED SURVEY CONTROL
 KV5428
 KV5428  NAD 83(1996)-  40 29 20.75404(N)    074 26 22.82550(W) AD(       ) 3
 KV5428  NAD 83(1986)-  40 29 20.75581(N)    074 26 22.82681(W) AD(       ) 3
 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
 KV5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5428.See file dsdata.pdf to determine how the superseded data were derived.
 KV5428
 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 = JULY 24, 2026 22:12:30 EDT
 KV5422 ***********************************************************************
 KV5422  DESIGNATION -  NEW BRUNSWICK RED WOODEN TANK
 KV5422  PID         -  KV5422
 KV5422  STATE/COUNTY-  NJ/MIDDLESEX
 KV5422  COUNTRY     -  US
 KV5422  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5422
 KV5422                         *CURRENT SURVEY CONTROL
 KV5422  ______________________________________________________________________
 KV5422* NAD 83(1996) POSITION- 40 29 41.00898(N) 074 27 12.06349(W)   ADJUSTED
 KV5422  ______________________________________________________________________
 KV5422  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 KV5422  LAPLACE CORR    -          5.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5422.GEOID18 height accuracy estimate available here.
 KV5422
 KV5422.Click photographs - Photos may exist for this station.
 KV5422
 KV5422.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5422
 KV5422. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4632382812(NAD 83)
 KV5422
 KV5422                          SUPERSEDED SURVEY CONTROL
 KV5422
 KV5422  NAD 83(1996)-  40 29 41.00893(N)    074 27 12.06547(W) AD(       ) 3
 KV5422  NAD 83(1986)-  40 29 41.01093(N)    074 27 12.06737(W) AD(       ) 3
 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
 KV5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5422.See file dsdata.pdf to determine how the superseded data were derived.
 KV5422
 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 = JULY 24, 2026 22:12:30 EDT
 KV5441 ***********************************************************************
 KV5441  DESIGNATION -  NEW BRUNSWICK RICKETTS TANK
 KV5441  PID         -  KV5441
 KV5441  STATE/COUNTY-  NJ/MIDDLESEX
 KV5441  COUNTRY     -  US
 KV5441  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5441
 KV5441                         *CURRENT SURVEY CONTROL
 KV5441  ______________________________________________________________________
 KV5441* NAD 83(1996) POSITION- 40 28 47.49941(N) 074 26 38.92827(W)   ADJUSTED
 KV5441  ______________________________________________________________________
 KV5441  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 KV5441  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5441.GEOID18 height accuracy estimate available here.
 KV5441
 KV5441.Click photographs - Photos may exist for this station.
 KV5441
 KV5441.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5441
 KV5441. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4711381167(NAD 83)
 KV5441
 KV5441                          SUPERSEDED SURVEY CONTROL
 KV5441
 KV5441  NAD 83(1996)-  40 28 47.49954(N)    074 26 38.92993(W) AD(       ) 3
 KV5441  NAD 83(1986)-  40 28 47.50108(N)    074 26 38.93124(W) AD(       ) 3
 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
 KV5441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5441.See file dsdata.pdf to determine how the superseded data were derived.
 KV5441
 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 = JULY 24, 2026 22:12:30 EDT
 KV4885 ***********************************************************************
 KV4885  DESIGNATION -  NEW BRUNSWICK RUTGERS GYMN CUP
 KV4885  PID         -  KV4885
 KV4885  STATE/COUNTY-  NJ/MIDDLESEX
 KV4885  COUNTRY     -  US
 KV4885  USGS QUAD   -  PLAINFIELD (2019)
 KV4885
 KV4885                         *CURRENT SURVEY CONTROL
 KV4885  ______________________________________________________________________
 KV4885* NAD 83(1996) POSITION- 40 30 11.61338(N) 074 27 08.98532(W)   ADJUSTED
 KV4885  ______________________________________________________________________
 KV4885  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 KV4885  LAPLACE CORR    -          5.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4885.GEOID18 height accuracy estimate available here.
 KV4885
 KV4885.Click photographs - Photos may exist for this station.
 KV4885
 KV4885.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4885
 KV4885. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4639083756(NAD 83)
 KV4885
 KV4885                          SUPERSEDED SURVEY CONTROL
 KV4885
 KV4885  NAD 83(1996)-  40 30 11.61326(N)    074 27 08.98677(W) AD(       ) 3
 KV4885  NAD 83(1986)-  40 30 11.61559(N)    074 27 08.98895(W) AD(       ) 3
 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
 KV4885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4885.See file dsdata.pdf to determine how the superseded data were derived.
 KV4885
 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 = JULY 24, 2026 22:12:30 EDT
 KV5421 ***********************************************************************
 KV5421  DESIGNATION -  NEW BRUNSWICK SACRED HEART CH
 KV5421  PID         -  KV5421
 KV5421  STATE/COUNTY-  NJ/MIDDLESEX
 KV5421  COUNTRY     -  US
 KV5421  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5421
 KV5421                         *CURRENT SURVEY CONTROL
 KV5421  ______________________________________________________________________
 KV5421* NAD 83(1996) POSITION- 40 29 11.63072(N) 074 26 34.72351(W)   ADJUSTED
 KV5421  ______________________________________________________________________
 KV5421  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 KV5421  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5421.GEOID18 height accuracy estimate available here.
 KV5421
 KV5421.Click photographs - Photos may exist for this station.
 KV5421
 KV5421.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5421
 KV5421. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4720881912(NAD 83)
 KV5421
 KV5421                          SUPERSEDED SURVEY CONTROL
 KV5421
 KV5421  NAD 83(1996)-  40 29 11.63080(N)    074 26 34.72506(W) AD(       ) 3
 KV5421  NAD 83(1986)-  40 29 11.63238(N)    074 26 34.72633(W) AD(       ) 3
 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
 KV5421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5421.See file dsdata.pdf to determine how the superseded data were derived.
 KV5421
 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 = JULY 24, 2026 22:12:30 EDT
 KV5429 ***********************************************************************
 KV5429  DESIGNATION -  NEW BRUNSWICK SEC HUNG CH BALL
 KV5429  PID         -  KV5429
 KV5429  STATE/COUNTY-  NJ/MIDDLESEX
 KV5429  COUNTRY     -  US
 KV5429  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5429
 KV5429                         *CURRENT SURVEY CONTROL
 KV5429  ______________________________________________________________________
 KV5429* NAD 83(1996) POSITION- 40 29 44.63889(N) 074 27 03.73422(W)   ADJUSTED
 KV5429  ______________________________________________________________________
 KV5429  GEOID HEIGHT    -        -32.938 (meters)                     GEOID18
 KV5429  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5429.GEOID18 height accuracy estimate available here.
 KV5429
 KV5429.Click photographs - Photos may exist for this station.
 KV5429
 KV5429.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5429
 KV5429. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4651882925(NAD 83)
 KV5429
 KV5429                          SUPERSEDED SURVEY CONTROL
 KV5429
 KV5429  NAD 83(1996)-  40 29 44.63886(N)    074 27 03.73586(W) AD(       ) 3
 KV5429  NAD 83(1986)-  40 29 44.64047(N)    074 27 03.73663(W) AD(       ) 3
 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
 KV5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5429.See file dsdata.pdf to determine how the superseded data were derived.
 KV5429
 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 = JULY 24, 2026 22:12:30 EDT
 KV4883 ***********************************************************************
 KV4883  DESIGNATION -  NEW BRUNSWICK SEC REFO CH VANE
 KV4883  PID         -  KV4883
 KV4883  STATE/COUNTY-  NJ/MIDDLESEX
 KV4883  COUNTRY     -  US
 KV4883  USGS QUAD   -  PLAINFIELD (2019)
 KV4883
 KV4883                         *CURRENT SURVEY CONTROL
 KV4883  ______________________________________________________________________
 KV4883* NAD 83(1996) POSITION- 40 30 04.75513(N) 074 27 01.40107(W)   ADJUSTED
 KV4883  ______________________________________________________________________
 KV4883  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 KV4883  LAPLACE CORR    -          5.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4883.GEOID18 height accuracy estimate available here.
 KV4883
 KV4883.Click photographs - Photos may exist for this station.
 KV4883
 KV4883.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4883
 KV4883. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4656983546(NAD 83)
 KV4883
 KV4883                          SUPERSEDED SURVEY CONTROL
 KV4883
 KV4883  NAD 83(1996)-  40 30 04.75525(N)    074 27 01.40259(W) AD(       ) 3
 KV4883  NAD 83(1986)-  40 30 04.75640(N)    074 27 01.40349(W) AD(       ) 3
 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
 KV4883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4883.See file dsdata.pdf to determine how the superseded data were derived.
 KV4883
 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 = JULY 24, 2026 22:12:30 EDT
 KV5444 ***********************************************************************
 KV5444  DESIGNATION -  NEW BRUNSWICK SQUIBBS CO STACK
 KV5444  PID         -  KV5444
 KV5444  STATE/COUNTY-  NJ/MIDDLESEX
 KV5444  COUNTRY     -  US
 KV5444  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5444
 KV5444                         *CURRENT SURVEY CONTROL
 KV5444  ______________________________________________________________________
 KV5444* NAD 83(1996) POSITION- 40 28 28.86955(N) 074 26 38.78526(W)   ADJUSTED
 KV5444  ______________________________________________________________________
 KV5444  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 KV5444  LAPLACE CORR    -          5.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5444.GEOID18 height accuracy estimate available here.
 KV5444
 KV5444.Click photographs - Photos may exist for this station.
 KV5444
 KV5444.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5444
 KV5444. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4712080593(NAD 83)
 KV5444
 KV5444                          SUPERSEDED SURVEY CONTROL
 KV5444
 KV5444  NAD 83(1996)-  40 28 28.86935(N)    074 26 38.78686(W) AD(       ) 3
 KV5444  NAD 83(1986)-  40 28 28.87064(N)    074 26 38.78784(W) AD(       ) 3
 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
 KV5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5444.See file dsdata.pdf to determine how the superseded data were derived.
 KV5444
 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 = JULY 24, 2026 22:12:30 EDT
 KV5445 ***********************************************************************
 KV5445  DESIGNATION -  NEW BRUNSWICK SQUIBBS CO TANK
 KV5445  PID         -  KV5445
 KV5445  STATE/COUNTY-  NJ/MIDDLESEX
 KV5445  COUNTRY     -  US
 KV5445  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5445
 KV5445                         *CURRENT SURVEY CONTROL
 KV5445  ______________________________________________________________________
 KV5445* NAD 83(1996) POSITION- 40 28 28.21107(N) 074 26 37.56599(W)   ADJUSTED
 KV5445  ______________________________________________________________________
 KV5445  GEOID HEIGHT    -        -32.891 (meters)                     GEOID18
 KV5445  LAPLACE CORR    -          5.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5445.GEOID18 height accuracy estimate available here.
 KV5445
 KV5445.Click photographs - Photos may exist for this station.
 KV5445
 KV5445.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5445
 KV5445. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4714980573(NAD 83)
 KV5445
 KV5445                          SUPERSEDED SURVEY CONTROL
 KV5445
 KV5445  NAD 83(1996)-  40 28 28.21112(N)    074 26 37.56762(W) AD(       ) 3
 KV5445  NAD 83(1986)-  40 28 28.21263(N)    074 26 37.56877(W) AD(       ) 3
 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
 KV5445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5445.See file dsdata.pdf to determine how the superseded data were derived.
 KV5445
 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 = JULY 24, 2026 22:12:30 EDT
 KV5419 ***********************************************************************
 KV5419  DESIGNATION -  NEW BRUNSWICK ST MARY CH E CUP
 KV5419  PID         -  KV5419
 KV5419  STATE/COUNTY-  NJ/MIDDLESEX
 KV5419  COUNTRY     -  US
 KV5419  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5419
 KV5419                         *CURRENT SURVEY CONTROL
 KV5419  ______________________________________________________________________
 KV5419* NAD 83(1996) POSITION- 40 29 00.10805(N) 074 26 58.13423(W)   ADJUSTED
 KV5419  ______________________________________________________________________
 KV5419  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 KV5419  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5419.GEOID18 height accuracy estimate available here.
 KV5419
 KV5419.Click photographs - Photos may exist for this station.
 KV5419
 KV5419.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5419
 KV5419. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4665981553(NAD 83)
 KV5419
 KV5419                          SUPERSEDED SURVEY CONTROL
 KV5419
 KV5419  NAD 83(1996)-  40 29 00.10783(N)    074 26 58.13607(W) AD(       ) 3
 KV5419  NAD 83(1986)-  40 29 00.11000(N)    074 26 58.13711(W) AD(       ) 3
 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
 KV5419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5419.See file dsdata.pdf to determine how the superseded data were derived.
 KV5419
 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 = JULY 24, 2026 22:12:30 EDT
 KV5447 ***********************************************************************
 KV5447  DESIGNATION -  NEW BRUNSWICK ST MARY CH W CUP
 KV5447  PID         -  KV5447
 KV5447  STATE/COUNTY-  NJ/MIDDLESEX
 KV5447  COUNTRY     -  US
 KV5447  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5447
 KV5447                         *CURRENT SURVEY CONTROL
 KV5447  ______________________________________________________________________
 KV5447* NAD 83(1996) POSITION- 40 28 59.73003(N) 074 26 58.53296(W)   ADJUSTED
 KV5447  ______________________________________________________________________
 KV5447  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 KV5447  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5447.GEOID18 height accuracy estimate available here.
 KV5447
 KV5447.Click photographs - Photos may exist for this station.
 KV5447
 KV5447.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5447
 KV5447. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4664981541(NAD 83)
 KV5447
 KV5447                          SUPERSEDED SURVEY CONTROL
 KV5447
 KV5447  NAD 83(1996)-  40 28 59.72981(N)    074 26 58.53481(W) AD(       ) 3
 KV5447  NAD 83(1986)-  40 28 59.73197(N)    074 26 58.53584(W) AD(       ) 3
 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
 KV5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5447.See file dsdata.pdf to determine how the superseded data were derived.
 KV5447
 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 = JULY 24, 2026 22:12:30 EDT
 KV4892 ***********************************************************************
 KV4892  DESIGNATION -  NEW BRUNSWICK TRANS ATL RED BN
 KV4892  PID         -  KV4892
 KV4892  STATE/COUNTY-  NJ/SOMERSET
 KV4892  COUNTRY     -  US
 KV4892  USGS QUAD   -  PLAINFIELD (2019)
 KV4892
 KV4892                         *CURRENT SURVEY CONTROL
 KV4892  ______________________________________________________________________
 KV4892* NAD 83(1996) POSITION- 40 30 49.01187(N) 074 29 40.53838(W)   ADJUSTED
 KV4892  ______________________________________________________________________
 KV4892  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 KV4892  LAPLACE CORR    -          5.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4892.GEOID18 height accuracy estimate available here.
 KV4892
 KV4892.Click photographs - Photos may exist for this station.
 KV4892
 KV4892.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4892
 KV4892. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4281684888(NAD 83)
 KV4892
 KV4892                          SUPERSEDED SURVEY CONTROL
 KV4892
 KV4892  NAD 83(1996)-  40 30 49.01255(N)    074 29 40.54017(W) AD(       ) 3
 KV4892  NAD 83(1986)-  40 30 49.01315(N)    074 29 40.54023(W) AD(       ) 3
 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
 KV4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4892.See file dsdata.pdf to determine how the superseded data were derived.
 KV4892
 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 = JULY 24, 2026 22:12:30 EDT
 KV5417 ***********************************************************************
 KV5417  DESIGNATION -  NEW BRUNSWICK WOM COLL CHAPEL
 KV5417  PID         -  KV5417
 KV5417  STATE/COUNTY-  NJ/MIDDLESEX
 KV5417  COUNTRY     -  US
 KV5417  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5417
 KV5417                         *CURRENT SURVEY CONTROL
 KV5417  ______________________________________________________________________
 KV5417* NAD 83(1996) POSITION- 40 29 11.21479(N) 074 26 08.69436(W)   ADJUSTED
 KV5417  ______________________________________________________________________
 KV5417  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 KV5417  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5417.GEOID18 height accuracy estimate available here.
 KV5417
 KV5417.Click photographs - Photos may exist for this station.
 KV5417
 KV5417.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5417
 KV5417. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4782081903(NAD 83)
 KV5417
 KV5417                          SUPERSEDED SURVEY CONTROL
 KV5417
 KV5417  NAD 83(1996)-  40 29 11.21474(N)    074 26 08.69615(W) AD(       ) 3
 KV5417  NAD 83(1986)-  40 29 11.21647(N)    074 26 08.69774(W) AD(       ) 3
 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
 KV5417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5417.See file dsdata.pdf to determine how the superseded data were derived.
 KV5417
 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 = JULY 24, 2026 22:12:30 EDT
 KV4271 ***********************************************************************
 KV4271  DESIGNATION -  NEW CHIMNEY
 KV4271  PID         -  KV4271
 KV4271  STATE/COUNTY-  NJ/HUDSON
 KV4271  COUNTRY     -  US
 KV4271  USGS QUAD   -  JERSEY CITY (2019)
 KV4271
 KV4271                         *CURRENT SURVEY CONTROL
 KV4271  ______________________________________________________________________
 KV4271* NAD 83(1996) POSITION- 40 44 08.15220(N) 074 05 53.66813(W)   ADJUSTED
 KV4271  ______________________________________________________________________
 KV4271  GEOID HEIGHT    -        -32.102 (meters)                     GEOID18
 KV4271  LAPLACE CORR    -          6.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4271.GEOID18 height accuracy estimate available here.
 KV4271
 KV4271.Click photographs - Photos may exist for this station.
 KV4271
 KV4271.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4271
 KV4271. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7614209797(NAD 83)
 KV4271
 KV4271                          SUPERSEDED SURVEY CONTROL
 KV4271
 KV4271  NAD 83(1996)-  40 44 08.15210(N)    074 05 53.66827(W) AD(       ) 3
 KV4271  NAD 83(1996)-  40 44 08.15113(N)    074 05 53.67021(W) AD(       ) 3
 KV4271  NAD 83(1992)-  40 44 08.15068(N)    074 05 53.67078(W) AD(       ) 3
 KV4271  NAD 83(1986)-  40 44 08.15116(N)    074 05 53.67150(W) AD(       ) 3
 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
 KV4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4271.See file dsdata.pdf to determine how the superseded data were derived.
 KV4271
 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 = JULY 24, 2026 22:12:30 EDT
 KV4174 ***********************************************************************
 KV4174  DESIGNATION -  NEW CHIMNEY 4
 KV4174  PID         -  KV4174
 KV4174  STATE/COUNTY-  NJ/ESSEX
 KV4174  COUNTRY     -  US
 KV4174  USGS QUAD   -  ORANGE (2016)
 KV4174
 KV4174                         *CURRENT SURVEY CONTROL
 KV4174  ______________________________________________________________________
 KV4174* NAD 83(1996) POSITION- 40 47 51.67012(N) 074 08 34.48848(W)   ADJUSTED
 KV4174  ______________________________________________________________________
 KV4174  GEOID HEIGHT    -        -32.220 (meters)                     GEOID18
 KV4174  LAPLACE CORR    -          5.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4174.GEOID18 height accuracy estimate available here.
 KV4174
 KV4174.Click photographs - Photos may exist for this station.
 KV4174
 KV4174.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4174
 KV4174. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7230216652(NAD 83)
 KV4174
 KV4174                          SUPERSEDED SURVEY CONTROL
 KV4174
 KV4174  NAD 83(1996)-  40 47 51.66992(N)    074 08 34.48875(W) AD(       ) 3
 KV4174  NAD 83(1986)-  40 47 51.66799(N)    074 08 34.49509(W) AD(       ) 3
 KV4174  NAD 27      -  40 47 51.26700(N)    074 08 35.97300(W) AD(       ) 3
 KV4174  USSD        -  40 47 51.66000(N)    074 08 35.86000(W) AD(       ) 3
 KV4174
 KV4174.Superseded values are not recommended for survey control.
 KV4174
 KV4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4174.See file dsdata.pdf to determine how the superseded data were derived.
 KV4174
 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 = JULY 24, 2026 22:12:30 EDT
 KV4776 ***********************************************************************
 KV4776  DESIGNATION -  NEW CHIMNEY IN MARSH
 KV4776  PID         -  KV4776
 KV4776  STATE/COUNTY-  NJ/ESSEX
 KV4776  COUNTRY     -  US
 KV4776  USGS QUAD   -  ELIZABETH (2016)
 KV4776
 KV4776                         *CURRENT SURVEY CONTROL
 KV4776  ______________________________________________________________________
 KV4776* NAD 83(1996) POSITION- 40 42 35.78970(N) 074 09 20.54566(W)   ADJUSTED
 KV4776  ______________________________________________________________________
 KV4776  GEOID HEIGHT    -        -32.276 (meters)                     GEOID18
 KV4776  LAPLACE CORR    -          6.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4776.GEOID18 height accuracy estimate available here.
 KV4776
 KV4776.Click photographs - Photos may exist for this station.
 KV4776
 KV4776.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4776
 KV4776. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7131706901(NAD 83)
 KV4776
 KV4776                          SUPERSEDED SURVEY CONTROL
 KV4776
 KV4776  NAD 83(1996)-  40 42 35.78957(N)    074 09 20.54572(W) AD(       ) 3
 KV4776  NAD 83(1986)-  40 42 35.78623(N)    074 09 20.54760(W) AD(       ) 3
 KV4776  NAD 27      -  40 42 35.41700(N)    074 09 22.03200(W) AD(       ) 3
 KV4776  USSD        -  40 42 35.79600(N)    074 09 21.93600(W) AD(       ) 3
 KV4776
 KV4776.Superseded values are not recommended for survey control.
 KV4776
 KV4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4776.See file dsdata.pdf to determine how the superseded data were derived.
 KV4776
 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 = JULY 24, 2026 22:12:30 EDT
 JU3391 ***********************************************************************
 JU3391  DESIGNATION -  NEW COHANSEY LIGHT
 JU3391  PID         -  JU3391
 JU3391  STATE/COUNTY-  NJ/CUMBERLAND
 JU3391  COUNTRY     -  US
 JU3391  USGS QUAD   -  BEN DAVIS POINT (2019)
 JU3391
 JU3391                         *CURRENT SURVEY CONTROL
 JU3391  ______________________________________________________________________
 JU3391* NAD 83(1996) POSITION- 39 20 30.21494(N) 075 21 40.57940(W)   ADJUSTED
 JU3391  ______________________________________________________________________
 JU3391  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 JU3391  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3391.GEOID18 height accuracy estimate available here.
 JU3391
 JU3391.Click photographs - Photos may exist for this station.
 JU3391
 JU3391.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3391
 JU3391. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,354,761.663   468,867.814   MT  0.99961193   -0 13 44.5
 JU3391
 JU3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6886754761(NAD 83)
 JU3391
 JU3391                          SUPERSEDED SURVEY CONTROL
 JU3391
 JU3391  NAD 83(1991)-  39 20 30.21448(N)    075 21 40.57881(W) AD(       ) 3
 JU3391  NAD 83(1986)-  39 20 30.20700(N)    075 21 40.58831(W) AD(       ) 3
 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
 JU3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3391.See file dsdata.pdf to determine how the superseded data were derived.
 JU3391
 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  HISTORY     - 20070929 GOOD             GEOCAC
 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.
 JU3391
 JU3391                          STATION RECOVERY (2007)
 JU3391
 JU3391'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2740 ***********************************************************************
 JU2740  DESIGNATION -  NEW GRETNA RADIO KEE 290 MAST
 JU2740  PID         -  JU2740
 JU2740  STATE/COUNTY-  NJ/BURLINGTON
 JU2740  COUNTRY     -  US
 JU2740  USGS QUAD   -  NEW GRETNA (2019)
 JU2740
 JU2740                         *CURRENT SURVEY CONTROL
 JU2740  ______________________________________________________________________
 JU2740* NAD 83(1996) POSITION- 39 36 18.46190(N) 074 26 02.91253(W)   ADJUSTED
 JU2740  ______________________________________________________________________
 JU2740  GEOID HEIGHT    -        -33.381 (meters)                     GEOID18
 JU2740  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2740.GEOID18 height accuracy estimate available here.
 JU2740
 JU2740.Click photographs - Photos may exist for this station.
 JU2740
 JU2740.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2740
 JU2740. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4857884084(NAD 83)
 JU2740
 JU2740                          SUPERSEDED SURVEY CONTROL
 JU2740
 JU2740  NAD 83(1986)-  39 36 18.45293(N)    074 26 02.90820(W) AD(       ) 3
 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
 JU2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2740.See file dsdata.pdf to determine how the superseded data were derived.
 JU2740
 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 = JULY 24, 2026 22:12:30 EDT
 JU0221 ***********************************************************************
 JU0221  DESIGNATION -  NEW JERSEY
 JU0221  PID         -  JU0221
 JU0221  STATE/COUNTY-  NJ/OCEAN
 JU0221  COUNTRY     -  US
 JU0221  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0221
 JU0221                         *CURRENT SURVEY CONTROL
 JU0221  ______________________________________________________________________
 JU0221* NAD 83(2011) POSITION- 39 51 54.61917(N) 074 05 12.35980(W)   ADJUSTED
 JU0221* NAD 83(2011) ELLIP HT-   -29.649 (meters)        (06/27/12)   ADJUSTED
 JU0221* NAD 83(2011) EPOCH   -  2010.00
 JU0221* NAVD 88 ORTHO HEIGHT -     3.528 (meters)       11.57  (feet) ADJUSTED
 JU0221  ______________________________________________________________________
 JU0221  GEOID HEIGHT    -        -33.153 (meters)                     GEOID18
 JU0221  NAD 83(2011) X  -  1,344,117.579 (meters)                     COMP
 JU0221  NAD 83(2011) Y  - -4,714,428.457 (meters)                     COMP
 JU0221  NAD 83(2011) Z  -  4,066,487.261 (meters)                     COMP
 JU0221  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 JU0221  DYNAMIC HEIGHT  -          3.526 (meters)       11.57  (feet) COMP
 JU0221  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 JU0221
 JU0221  VERT ORDER      -  FIRST     CLASS II
 JU0221
 JU0221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0221  Standards:
 JU0221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0221  -------------------------------------------------------------------
 JU0221  NETWORK    0.67   1.00           0.29   0.25   0.51      0.13354215
 JU0221  -------------------------------------------------------------------
 JU0221  Click here for local accuracies and other accuracy information.
 JU0221
 JU0221.The horizontal coordinates were established by GPS observations
 JU0221.and adjusted by the National Geodetic Survey in June 2012.
 JU0221
 JU0221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0221.been affixed to the stable North American tectonic plate. See 
 JU0221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0221
 JU0221.The horizontal coordinates are valid at the epoch date displayed above
 JU0221.which is a decimal equivalence of Year/Month/Day.
 JU0221
 JU0221.The orthometric height was determined by differential leveling and
 JU0221.adjusted by the NATIONAL GEODETIC SURVEY
 JU0221.in September 2015.
 JU0221
 JU0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0221.GEOID18 height accuracy estimate available here.
 JU0221
 JU0221.Click photographs - Photos may exist for this station.
 JU0221
 JU0221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0221
 JU0221.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0221
 JU0221.The ellipsoidal height was determined by GPS observations
 JU0221.and is referenced to NAD 83.
 JU0221
 JU0221.The dynamic height is computed by dividing the NAVD 88
 JU0221.geopotential number by the normal gravity value computed on the
 JU0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0221.degrees latitude (g = 980.6199 gals.).
 JU0221
 JU0221.The modeled gravity was interpolated from observed gravity values.
 JU0221
 JU0221. The following values were computed from the NAD 83(2011) position.
 JU0221
 JU0221;                    North         East     Units Scale Factor Converg.
 JU0221;SPC NJ       -   114,627.221   185,353.417   MT  0.99991538   +0 15 53.6
 JU0221;SPC NJ       -   376,072.81    608,113.67   sFT  0.99991538   +0 15 53.6
 JU0221;UTM  18      - 4,413,191.815   578,107.025   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       -  NEW JERSEY AZ MK                         182 43 27.2
 JU0221:UTM  18      -  NEW JERSEY AZ MK                         182 24 13.4
 JU0221
 JU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7810713191(NAD 83)
 JU0221
 JU0221|---------------------------------------------------------------------|
 JU0221| PID    Reference Object                     Distance      Geod. Az  |
 JU0221|                                                           dddmmss.s |
 JU0221| JU2616 LONE BUILDING CUPOLA                APPROX. 3.4 KM 0025411.6 |
 JU0221| JU2614 SEASIDE PARK SHORE WATER TANK       APPROX. 4.6 KM 0044750.5 |
 JU0221| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 3.4 KM 0070214.9 |
 JU0221| CB2336 NEW JERSEY RM 1 AZIMUTH                            0134030.0 |
 JU0221| JU0222 NEW JERSEY RM 2                      21.614 METERS 05711     |
 JU0221| CB2337 NEW JERSEY RM 3                      34.101 METERS 16125     |
 JU0221| JU2620 CEDAR CREEK CG STATION              APPROX. 1.5 KM 1812936.0 |
 JU0221| JU2621 CEDAR CREEK CG FLAGTOWER            APPROX. 1.5 KM 1822922.4 |
 JU0221| CB2335 NEW JERSEY AZ MK                                   1825920.8 |
 JU0221| JU2650 TANK WINDMILL                       APPROX. 9.4 KM 2392809.5 |
 JU0221| JU2656 LARGE BUILDING CUPOLA               APPROX. 9.8 KM 2885644.6 |
 JU0221|---------------------------------------------------------------------|
 JU0221
 JU0221                          SUPERSEDED SURVEY CONTROL
 JU0221
 JU0221  NAD 83(2007)-  39 51 54.61971(N)    074 05 12.36043(W) AD(2002.00) 0
 JU0221  ELLIP H (02/10/07)  -29.640  (m)                       GP(2002.00)    
 JU0221  ELLIP H (10/23/02)  -29.622  (m)                       GP(       ) 4 1
 JU0221  NAD 83(1996)-  39 51 54.61933(N)    074 05 12.36015(W) AD(       ) 1
 JU0221  ELLIP H (05/14/99)  -29.639  (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)  -29.590  (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  NAVD 88 (03/31/93)    3.5    (m)  UNKNOWN  model used  GPS OBS        
 JU0221  NGVD 29               3.95   (m)           13.0    (f) LEVELING    3  
 JU0221  NGVD 29 (11/26/84)    3.950  (m)           12.96   (f) ADJUSTED    1 2
 JU0221
 JU0221.Superseded values are not recommended for survey control.
 JU0221
 JU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0221.See file dsdata.pdf to determine how the superseded data were derived.
 JU0221
 JU0221_MARKER: DS = TRIANGULATION STATION DISK
 JU0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0221_STAMPING: NEW JERSEY 1932
 JU0221_MARK LOGO: CGS
 JU0221_PROJECTION: FLUSH
 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 - June 29, 2012
 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  HISTORY     - 20120629 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.
 JU0221
 JU0221                          STATION RECOVERY (2012)
 JU0221
 JU0221'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU0221'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF BARNEGAT LIGHT,
 JU0221'5.8 MI (9.3 KM) EAST-NORTHEAST OF FORKED RIVER AND 4.3 MI (6.9 KM)
 JU0221'SOUTH OF SEASIDE PARK.
 JU0221'
 JU0221'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 JU0221'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 JU0221'
 JU0221'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 JU0221'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 JU0221'ROAD FOR 2.75 MI (4.4 KM) TO THE STATION ON THE RIGHT, PROJECTING 8
 JU0221'INCHES (20 CM) ABOVE THE GROUND ON THE WEST EDGE OF A SAND DUNE CUT
 JU0221'OUT.
 JU0221'
 JU0221'THE STATION IS 15 FT (4.6 M) NORTH FROM A METAL WITNESS POST WITH SIGN
 JU0221'ATTACHED AND 3.5 FT (1.1 M) EAST FROM A U.S. ARMY CORPS OF ENGINEERS
 JU0221'ORANGE CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0882 ***********************************************************************
 KV0882  DESIGNATION -  NEW JERSEY 41.08
 KV0882  PID         -  KV0882
 KV0882  STATE/COUNTY-  NJ/MONMOUTH
 KV0882  COUNTRY     -  US
 KV0882  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0882
 KV0882                         *CURRENT SURVEY CONTROL
 KV0882  ______________________________________________________________________
 KV0882* NAD 83(1986) POSITION- 40 20 59.     (N) 074 03 56.     (W)   SCALED
 KV0882* NAVD 88 ORTHO HEIGHT -    12.170 (meters)       39.93  (feet) ADJUSTED
 KV0882  ______________________________________________________________________
 KV0882  GEOID HEIGHT    -        -32.511 (meters)                     GEOID18
 KV0882  DYNAMIC HEIGHT  -         12.165 (meters)       39.91  (feet) COMP
 KV0882  MODELED GRAVITY -    980,200.3   (mgal)                       NAVD 88
 KV0882
 KV0882  VERT ORDER      -  SECOND    CLASS 0
 KV0882
 KV0882.The horizontal coordinates were scaled from a map and have
 KV0882.an estimated accuracy of +/- 6 seconds.
 KV0882
 KV0882.The orthometric height was determined by differential leveling and
 KV0882.adjusted by the NATIONAL GEODETIC SURVEY
 KV0882.in June 1991.
 KV0882
 KV0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0882.GEOID18 height accuracy estimate available here.
 KV0882
 KV0882.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK793669(NAD 83)
 KV0882
 KV0882                          SUPERSEDED SURVEY CONTROL
 KV0882
 KV0882  NGVD 29 (04/16/92)   12.491  (m)           40.98   (f) ADJUSTED    2 0
 KV0882  NGVD 29 (??/??/87)   12.532  (m)           41.12   (f) SUPERSEDED  2 0
 KV0882
 KV0882.Superseded values are not recommended for survey control.
 KV0882
 KV0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0882.See file dsdata.pdf to determine how the superseded data were derived.
 KV0882
 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  HISTORY     - 20180712 MARK NOT FOUND   NJGS
 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.
 KV0882
 KV0882                          STATION RECOVERY (2018)
 KV0882
 KV0882'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 KV0882'STATION NOT FOUND.  THE DOOR SILL MAY HAVE BEEN RENOVATED, SQUARE-CUT
 KV0882'NO LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0888 ***********************************************************************
 KV0888  DESIGNATION -  NEW JERSEY 43.56 NJGS
 KV0888  PID         -  KV0888
 KV0888  STATE/COUNTY-  NJ/MONMOUTH
 KV0888  COUNTRY     -  US
 KV0888  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0888
 KV0888                         *CURRENT SURVEY CONTROL
 KV0888  ______________________________________________________________________
 KV0888* NAD 83(1986) POSITION- 40 20 55.     (N) 074 03 56.     (W)   SCALED
 KV0888* NAVD 88 ORTHO HEIGHT -    12.920 (meters)       42.39  (feet) ADJUSTED
 KV0888  ______________________________________________________________________
 KV0888  GEOID HEIGHT    -        -32.512 (meters)                     GEOID18
 KV0888  DYNAMIC HEIGHT  -         12.914 (meters)       42.37  (feet) COMP
 KV0888  MODELED GRAVITY -    980,200.2   (mgal)                       NAVD 88
 KV0888
 KV0888  VERT ORDER      -  SECOND    CLASS 0
 KV0888
 KV0888.The horizontal coordinates were scaled from a map and have
 KV0888.an estimated accuracy of +/- 6 seconds.
 KV0888
 KV0888.The orthometric height was determined by differential leveling and
 KV0888.adjusted by the NATIONAL GEODETIC SURVEY
 KV0888.in June 1991.
 KV0888
 KV0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0888.GEOID18 height accuracy estimate available here.
 KV0888
 KV0888.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK793668(NAD 83)
 KV0888
 KV0888                          SUPERSEDED SURVEY CONTROL
 KV0888
 KV0888  NGVD 29 (04/16/92)   13.241  (m)           43.44   (f) ADJUSTED    2 0
 KV0888  NGVD 29 (??/??/87)   13.282  (m)           43.58   (f) SUPERSEDED  2 0
 KV0888
 KV0888.Superseded values are not recommended for survey control.
 KV0888
 KV0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0888.See file dsdata.pdf to determine how the superseded data were derived.
 KV0888
 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 = JULY 24, 2026 22:12:30 EDT
 KV0881 ***********************************************************************
 KV0881  DESIGNATION -  NEW JERSEY 44.25
 KV0881  PID         -  KV0881
 KV0881  STATE/COUNTY-  NJ/MONMOUTH
 KV0881  COUNTRY     -  US
 KV0881  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV0881
 KV0881                         *CURRENT SURVEY CONTROL
 KV0881  ______________________________________________________________________
 KV0881* NAD 83(1986) POSITION- 40 21 02.95   (N) 074 03 55.82   (W)   HD_HELD1
 KV0881* NAVD 88 ORTHO HEIGHT -    13.152 (meters)       43.15  (feet) ADJUSTED
 KV0881  ______________________________________________________________________
 KV0881  GEOID HEIGHT    -        -32.509 (meters)                     GEOID18
 KV0881  DYNAMIC HEIGHT  -         13.147 (meters)       43.13  (feet) COMP
 KV0881  MODELED GRAVITY -    980,200.5   (mgal)                       NAVD 88
 KV0881
 KV0881  VERT ORDER      -  FIRST     CLASS II
 KV0881
 KV0881.The horizontal coordinates were determined by differentially corrected
 KV0881.hand held GPS observations or other comparable positioning techniques
 KV0881.and have an estimated accuracy of +/- 3 meters.
 KV0881
 KV0881.The orthometric height was determined by differential leveling and
 KV0881.adjusted by the NATIONAL GEODETIC SURVEY
 KV0881.in July 2020.
 KV0881
 KV0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0881.GEOID18 height accuracy estimate available here.
 KV0881
 KV0881.Click photographs - Photos may exist for this station.
 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       -   168,555.4     186,908.9     MT  (+/- 3 meters HH1 GPS) 
 KV0881
 KV0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7935967114(NAD 83)
 KV0881
 KV0881                          SUPERSEDED SURVEY CONTROL
 KV0881
 KV0881  NAVD 88 (06/15/91)   13.141  (m)           43.11   (f) SUPERSEDED  2 0
 KV0881  NGVD 29 (04/16/92)   13.462  (m)           44.17   (f) ADJUSTED    2 0
 KV0881  NGVD 29 (??/??/87)   13.504  (m)           44.30   (f) SUPERSEDED  2 0
 KV0881
 KV0881.Superseded values are not recommended for survey control.
 KV0881
 KV0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0881.See file dsdata.pdf to determine how the superseded data were derived.
 KV0881
 KV0881_MARKER: X = CHISELED CROSS
 KV0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0881_SP_SET: DOOR STEP SILL
 KV0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0881+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 KV0881
 KV0881  HISTORY     - Date     Condition        Report By
 KV0881  HISTORY     - UNK      MONUMENTED       NJDCED
 KV0881  HISTORY     - 1961     GOOD             CGS
 KV0881  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV0881  HISTORY     - 20180712 GOOD             NJGS
 KV0881  HISTORY     - 20181218 GOOD             NJGS
 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.
 KV0881
 KV0881                          STATION RECOVERY (2018)
 KV0881
 KV0881'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (JAR)
 KV0881'RECOVERED IN GOOD CONDITION.
 KV0881
 KV0881                          STATION RECOVERY (2018)
 KV0881
 KV0881'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 KV0881'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH-NORTHWEST OF ASBURY
 KV0881'PARK, 9.1 MI (14.6 KM) SOUTHEAST OF KEYPORT AND 5.0 MI (8.0 KM)
 KV0881'NORTHWEST OF LONG BRANCH, IN RED BANK.
 KV0881'
 KV0881'THE STATION IS A CHISELED CROSS-CUT ON THE TOP OF THE SOUTHWEST CORNER
 KV0881'AT THE SOUTH END OF THE NORTH WINDOW SILL FOR A STORE BUSINESS AT
 KV0881'NUMBER 40 BROAD STREET.
 KV0881'
 KV0881'THE STATION IS ON THE NORTHWEST CORNER OF WHITE STREET AND BROAD
 KV0881'STREET (COUNTY ROUTE 11), 44.4 FT (13.5 M) NORTH OF THE NORTH CURB OF
 KV0881'WHITE STREET, 13 FT (4.0 M) WEST OF THE WEST CURB OF BROAD STREET, 5
 KV0881'FT (1.5 M) NORTH OF THE CENTERLINE OF THE ENTRANCE DOORWAY FOR THE
 KV0881'GREEN STREET STORE, 9 FT (2.7 M) SOUTH OF A FIRE DEPARTMENT CONNECTION
 KV0881'POST, 30.2 S OF A LARGE STAND-ALONE CLOCK.
 KV0881'
 KV0881'THE STATION IS ABOUT 6 INCHES (15 CM) HIGHER THAN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5586 ***********************************************************************
 KV5586  DESIGNATION -  NEW JERSEY INSANE ASYLUM N STK
 KV5586  PID         -  KV5586
 KV5586  STATE/COUNTY-  NJ/MERCER
 KV5586  COUNTRY     -  US
 KV5586  USGS QUAD   -  TRENTON WEST (2016)
 KV5586
 KV5586                         *CURRENT SURVEY CONTROL
 KV5586  ______________________________________________________________________
 KV5586* NAD 83(1996) POSITION- 40 14 45.30864(N) 074 48 21.04398(W)   ADJUSTED
 KV5586  ______________________________________________________________________
 KV5586  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 KV5586  LAPLACE CORR    -          4.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5586.GEOID18 height accuracy estimate available here.
 KV5586
 KV5586.Click photographs - Photos may exist for this station.
 KV5586
 KV5586.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5586
 KV5586. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1651355070(NAD 83)
 KV5586
 KV5586                          SUPERSEDED SURVEY CONTROL
 KV5586
 KV5586  NAD 83(1986)-  40 14 45.30604(N)    074 48 21.04597(W) AD(       ) 3
 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
 KV5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5586.See file dsdata.pdf to determine how the superseded data were derived.
 KV5586
 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 = JULY 24, 2026 22:12:30 EDT
 DE6224 ***********************************************************************
 DE6224  DESIGNATION -  NEW JERSEY POPULATION CENTER
 DE6224  PID         -  DE6224
 DE6224  STATE/COUNTY-  NJ/MIDDLESEX
 DE6224  COUNTRY     -  US
 DE6224  USGS QUAD   -  NEW BRUNSWICK (2019)
 DE6224
 DE6224                         *CURRENT SURVEY CONTROL
 DE6224  ______________________________________________________________________
 DE6224* NAD 83(2011) POSITION- 40 27 09.00374(N) 074 26 08.46642(W)   ADJUSTED
 DE6224* NAD 83(2011) ELLIP HT-   -24.322 (meters)        (06/27/12)   ADJUSTED
 DE6224* NAD 83(2011) EPOCH   -  2010.00
 DE6224* NAVD 88 ORTHO HEIGHT -     8.526 (meters)       27.97  (feet) ADJUSTED
 DE6224  ______________________________________________________________________
 DE6224  GEOID HEIGHT    -        -32.841 (meters)                     GEOID18
 DE6224  NAD 83(2011) X  -  1,304,099.167 (meters)                     COMP
 DE6224  NAD 83(2011) Y  - -4,682,014.758 (meters)                     COMP
 DE6224  NAD 83(2011) Z  -  4,116,331.954 (meters)                     COMP
 DE6224  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 DE6224  DYNAMIC HEIGHT  -          8.522 (meters)       27.96  (feet) COMP
 DE6224  MODELED GRAVITY -    980,192.5   (mgal)                       NAVD 88
 DE6224
 DE6224  VERT ORDER      -  FIRST     CLASS II
 DE6224
 DE6224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6224  Standards:
 DE6224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6224  -------------------------------------------------------------------
 DE6224  NETWORK    0.47   0.78           0.21   0.17   0.40      0.05204420
 DE6224  -------------------------------------------------------------------
 DE6224  Click here for local accuracies and other accuracy information.
 DE6224
 DE6224.The horizontal coordinates were established by GPS observations
 DE6224.and adjusted by the National Geodetic Survey in June 2012.
 DE6224
 DE6224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6224.been affixed to the stable North American tectonic plate. See 
 DE6224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6224
 DE6224.The horizontal coordinates are valid at the epoch date displayed above
 DE6224.which is a decimal equivalence of Year/Month/Day.
 DE6224
 DE6224.The orthometric height was determined by differential leveling and
 DE6224.adjusted by the NATIONAL GEODETIC SURVEY
 DE6224.in February 2016.
 DE6224
 DE6224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6224.GEOID18 height accuracy estimate available here.
 DE6224
 DE6224.Click photographs - Photos may exist for this station.
 DE6224
 DE6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6224
 DE6224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6224
 DE6224.The ellipsoidal height was determined by GPS observations
 DE6224.and is referenced to NAD 83.
 DE6224
 DE6224.The dynamic height is computed by dividing the NAVD 88
 DE6224.geopotential number by the normal gravity value computed on the
 DE6224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6224.degrees latitude (g = 980.6199 gals.).
 DE6224
 DE6224.The modeled gravity was interpolated from observed gravity values.
 DE6224
 DE6224. The following values were computed from the NAD 83(2011) position.
 DE6224
 DE6224;                    North         East     Units Scale Factor Converg.
 DE6224;SPC NJ       -   179,756.626   155,455.127   MT  0.99990037   +0 02 30.2
 DE6224;SPC NJ       -   589,751.53    510,022.36   sFT  0.99990037   +0 02 30.2
 DE6224;UTM  18      - 4,478,135.268   547,850.409   MT  0.99962818   +0 21 58.1
 DE6224
 DE6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6224!SPC NJ       -   1.00000382  x   0.99990037  =   0.99990419
 DE6224!UTM  18      -   1.00000382  x   0.99962818  =   0.99963199
 DE6224
 DE6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4785078135(NAD 83)
 DE6224
 DE6224                          SUPERSEDED SURVEY CONTROL
 DE6224
 DE6224  NAD 83(2007)-  40 27 09.00389(N)    074 26 08.46715(W) AD(2002.00) 0
 DE6224  ELLIP H (02/10/07)  -24.307  (m)                       GP(2002.00)    
 DE6224  NAD 83(1996)-  40 27 09.00406(N)    074 26 08.46745(W) AD(       ) A
 DE6224  ELLIP H (07/22/02)  -24.302  (m)                       GP(       ) 4 1
 DE6224  NAVD 88 (07/18/10)    8.4    (m)  GEOID09  model used  GPS OBS        
 DE6224  NAVD 88 (06/06/05)    8.5    (m)  GEOID03  model used  GPS OBS        
 DE6224  NAVD 88 (07/22/02)    8.5    (m)  GEOID99  model used  GPS OBS        
 DE6224
 DE6224.Superseded values are not recommended for survey control.
 DE6224
 DE6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6224.See file dsdata.pdf to determine how the superseded data were derived.
 DE6224
 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_PROJECTION: FLUSH
 DE6224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6224+STABILITY: SURFACE MOTION
 DE6224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6224+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2024
 DE6224
 DE6224  HISTORY     - Date     Condition        Report By
 DE6224  HISTORY     - 20011208 MONUMENTED       NJGS
 DE6224  HISTORY     - 20020612 GOOD             NGS
 DE6224  HISTORY     - 20050411 GOOD             NGS
 DE6224  HISTORY     - 20050722 GOOD             B2A
 DE6224  HISTORY     - 20070115 GOOD             AASCO
 DE6224  HISTORY     - 20070125 GOOD             AASCO
 DE6224  HISTORY     - 20150317 GOOD             NJGS
 DE6224  HISTORY     - 20191216 GOOD             NJGS
 DE6224  HISTORY     - 20240424 GOOD             AAAS
 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                          STATION RECOVERY (2005)
 DE6224
 DE6224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (FAC)
 DE6224'RECOVERED AS DESCRIBED.
 DE6224
 DE6224                          STATION RECOVERY (2005)
 DE6224
 DE6224'RECOVERY NOTE BY B2A CONSULTANTS 2005 (ARD)
 DE6224'RECOVERED AS DESCRIBED.  (ARD)
 DE6224
 DE6224                          STATION RECOVERY (2007)
 DE6224
 DE6224'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 DE6224'RECOVERED AS DESCRIBED
 DE6224
 DE6224                          STATION RECOVERY (2007)
 DE6224
 DE6224'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2007 (GEB)
 DE6224'RECOVERED IN GOOD CONDITION.
 DE6224
 DE6224                          STATION RECOVERY (2015)
 DE6224
 DE6224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DE6224'RECOVERED IN GOOD CONDITION.
 DE6224'
 DE6224'NOTE-ADD-THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHEAST OF
 DE6224'MONMOUTH JUNCTION, 6.9 MI (11.1 KM) NORTH OF JAMESBURG AND 2.5 MI (4.0
 DE6224'KM) SOUTH-SOUTHEAST OF NEW BRUNSWICK.
 DE6224
 DE6224                          STATION RECOVERY (2019)
 DE6224
 DE6224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MVI)
 DE6224'RECOVERED IN GOOD CONDITION.
 DE6224
 DE6224                          STATION RECOVERY (2024)
 DE6224
 DE6224'RECOVERY NOTE BY ARORA AND ASSOCIATES 2024 (FAC)
 DE6224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7857 ***********************************************************************
 DM7857  DESIGNATION -  NEW JERSEY RED LION BASE ARP
 DM7857  PID         -  DM7857
 DM7857  STATE/COUNTY-  NJ/BURLINGTON
 DM7857  COUNTRY     -  US
 DM7857  USGS QUAD   -  PEMBERTON (2019)
 DM7857
 DM7857                         *CURRENT SURVEY CONTROL
 DM7857  ______________________________________________________________________
 DM7857* NAD 83(1986) POSITION- 39 53 19.     (N) 074 44 43.     (W)   SCALED
 DM7857* NAVD 88 ORTHO HEIGHT -    24.928 (meters)       81.78  (feet) ADJUSTED
 DM7857  ______________________________________________________________________
 DM7857  GEOID HEIGHT    -        -32.745 (meters)                     GEOID18
 DM7857  DYNAMIC HEIGHT  -         24.917 (meters)       81.75  (feet) COMP
 DM7857  MODELED GRAVITY -    980,179.6   (mgal)                       NAVD 88
 DM7857
 DM7857  VERT ORDER      -  FIRST     CLASS II
 DM7857
 DM7857.The horizontal coordinates were scaled from a map and have
 DM7857.an estimated accuracy of +/- 6 seconds.
 DM7857
 DM7857.The orthometric height was determined by differential leveling and
 DM7857.adjusted by the NATIONAL GEODETIC SURVEY
 DM7857.in May 2012.
 DM7857
 DM7857.No vertical observational check was made to the station.
 DM7857
 DM7857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7857.GEOID18 height accuracy estimate available here.
 DM7857
 DM7857.Click photographs - Photos may exist for this station.
 DM7857
 DM7857.The dynamic height is computed by dividing the NAVD 88
 DM7857.geopotential number by the normal gravity value computed on the
 DM7857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7857.degrees latitude (g = 980.6199 gals.).
 DM7857
 DM7857.The modeled gravity was interpolated from observed gravity values.
 DM7857
 DM7857;                    North         East    Units  Estimated Accuracy
 DM7857;SPC NJ       -   117,180.      129,020.      MT  (+/- 180 meters Scaled)
 DM7857
 DM7857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK217154(NAD 83)
 DM7857
 DM7857                          SUPERSEDED SURVEY CONTROL
 DM7857
 DM7857.No superseded survey control is available for this station.
 DM7857
 DM7857_MARKER: Z = SEE DESCRIPTION
 DM7857_SETTING: 0 = UNSPECIFIED SETTING
 DM7857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM7857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7857+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 DM7857
 DM7857  HISTORY     - Date     Condition        Report By
 DM7857  HISTORY     - 20080904 MONUMENTED       INDIV
 DM7857  HISTORY     - 20100420 GOOD             NJGS
 DM7857
 DM7857                          STATION DESCRIPTION
 DM7857
 DM7857'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7857'THE STATION IS LOCATED IN SOUTHAMPTOM TOWNSHIP, ON THE SOUTHWEST
 DM7857'CORNER OF THE NEW JERSEY DEPARTMENT OF TRANSPORTATION (DOT) RED LION
 DM7857'MAINTENANCE YARD OFFICE BUILDING.
 DM7857'
 DM7857'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ STATE
 DM7857'ROUTE 70, AT THE RED LION CIRCLE, GO 0.2 MI (0.3 KM) WEST ON ROUTE 70
 DM7857'TO THE DRIVEWAY ON THE RIGHT.  TURN RIGHT AND PROCEED TO THE ENTRANCE
 DM7857'YARD GATE AND THE STATION ON THE RIGHT.
 DM7857'
 DM7857'THE STATION IS ABOUT 4.3 M (14.1 FT) SOUTHEAST OF THE EAST CURB, 8 M
 DM7857'(26.2 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 4 M (13.1 FT)
 DM7857'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 0.1 M (0.3 FT)
 DM7857'NORTHWEST OF THE WEST FACE OF THE BUILDING.
 DM7857'
 DM7857'THE STATION IS THE CORS ANTENNA REFERENCE POINT, MOUNTED ON A STEEL
 DM7857'POST ABOVE THE ROOF OF THE MAINTENANCE FACILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0222 ***********************************************************************
 JU0222  DESIGNATION -  NEW JERSEY RM 2
 JU0222  PID         -  JU0222
 JU0222  STATE/COUNTY-  NJ/OCEAN
 JU0222  COUNTRY     -  US
 JU0222  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU0222
 JU0222                         *CURRENT SURVEY CONTROL
 JU0222  ______________________________________________________________________
 JU0222* NAD 83(1986) POSITION- 39 51 55.01   (N) 074 05 11.60   (W)   HD_HELD1
 JU0222* NAVD 88 ORTHO HEIGHT -     1.460 (meters)        4.79  (feet) ADJUSTED
 JU0222  ______________________________________________________________________
 JU0222  GEOID HEIGHT    -        -33.153 (meters)                     GEOID18
 JU0222  DYNAMIC HEIGHT  -          1.459 (meters)        4.79  (feet) COMP
 JU0222  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 JU0222
 JU0222  VERT ORDER      -  FIRST     CLASS II
 JU0222
 JU0222.The horizontal coordinates were determined by differentially corrected
 JU0222.hand held GPS observations or other comparable positioning techniques
 JU0222.and have an estimated accuracy of +/- 3 meters.
 JU0222
 JU0222.The orthometric height was determined by differential leveling and
 JU0222.adjusted by the NATIONAL GEODETIC SURVEY
 JU0222.in September 2015.
 JU0222
 JU0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0222.GEOID18 height accuracy estimate available here.
 JU0222
 JU0222.Click photographs - Photos may exist for this station.
 JU0222
 JU0222.The dynamic height is computed by dividing the NAVD 88
 JU0222.geopotential number by the normal gravity value computed on the
 JU0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0222.degrees latitude (g = 980.6199 gals.).
 JU0222
 JU0222.The modeled gravity was interpolated from observed gravity values.
 JU0222
 JU0222;                    North         East    Units  Estimated Accuracy
 JU0222;SPC NJ       -   114,639.4     185,371.4     MT  (+/- 3 meters HH1 GPS) 
 JU0222
 JU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7812413204(NAD 83)
 JU0222
 JU0222                          SUPERSEDED SURVEY CONTROL
 JU0222
 JU0222  NGVD 29 (11/26/84)    1.871  (m)            6.14   (f) ADJUSTED    1 2
 JU0222
 JU0222.Superseded values are not recommended for survey control.
 JU0222
 JU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0222.See file dsdata.pdf to determine how the superseded data were derived.
 JU0222
 JU0222_MARKER: DR = REFERENCE MARK DISK
 JU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0222_STAMPING: NEW JERSEY NO 2 1932
 JU0222_MARK LOGO: CGS
 JU0222_PROJECTION: FLUSH
 JU0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 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  HISTORY     - 20120629 GOOD             NJGS
 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.
 JU0222
 JU0222                          STATION RECOVERY (2012)
 JU0222
 JU0222'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU0222'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF BARNEGAT LIGHT,
 JU0222'5.8 MI (9.3 KM) EAST-NORTHEAST OF FORKED RIVER AND 4.3 MI (6.9 KM)
 JU0222'SOUTH OF SEASIDE PARK.
 JU0222'
 JU0222'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 JU0222'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 JU0222'
 JU0222'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 JU0222'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 JU0222'ROAD FOR 2.75 MI (4.4 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH
 JU0222'THE GROUND IN A BRUSH COVERED AREA AT THE SOUTH END OF A SAND DUNE CUT
 JU0222'OUT.
 JU0222'
 JU0222'THE STATION IS 32.0 FT (9.8 M) WEST FROM THE CENTERLINE OF SHORE ROAD,
 JU0222'20 FT (6.1 M) WEST FROM THE WEST EDGE OF PAVING OF SHORE ROAD AND 2.0
 JU0222'FT (0.6 M) SOUTHEAST FROM A U.S. ARMY CORPS OF ENGINEERS ORANGE
 JU0222'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB2337 ***********************************************************************
 CB2337  DESIGNATION -  NEW JERSEY RM 3
 CB2337  PID         -  CB2337
 CB2337  STATE/COUNTY-  NJ/OCEAN
 CB2337  COUNTRY     -  US
 CB2337  USGS QUAD   -  BARNEGAT LIGHT (2019)
 CB2337
 CB2337                         *CURRENT SURVEY CONTROL
 CB2337  ______________________________________________________________________
 CB2337* NAD 83(1986) POSITION- 39 51 53.58   (N) 074 05 11.89   (W)   HD_HELD1
 CB2337* NAVD 88 ORTHO HEIGHT -     1.818 (meters)        5.96  (feet) ADJUSTED
 CB2337  ______________________________________________________________________
 CB2337  GEOID HEIGHT    -        -33.154 (meters)                     GEOID18
 CB2337  DYNAMIC HEIGHT  -          1.817 (meters)        5.96  (feet) COMP
 CB2337  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 CB2337
 CB2337  VERT ORDER      -  FIRST     CLASS II
 CB2337
 CB2337.The horizontal coordinates were determined by differentially corrected
 CB2337.hand held GPS observations or other comparable positioning techniques
 CB2337.and have an estimated accuracy of +/- 3 meters.
 CB2337
 CB2337.The orthometric height was determined by differential leveling and
 CB2337.adjusted by the NATIONAL GEODETIC SURVEY
 CB2337.in September 2015.
 CB2337
 CB2337.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2337.GEOID18 height accuracy estimate available here.
 CB2337
 CB2337.Click photographs - Photos may exist for this station.
 CB2337
 CB2337.The dynamic height is computed by dividing the NAVD 88
 CB2337.geopotential number by the normal gravity value computed on the
 CB2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2337.degrees latitude (g = 980.6199 gals.).
 CB2337
 CB2337.The modeled gravity was interpolated from observed gravity values.
 CB2337
 CB2337;                    North         East    Units  Estimated Accuracy
 CB2337;SPC NJ       -   114,595.2     185,364.7     MT  (+/- 3 meters HH1 GPS) 
 CB2337
 CB2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7811813159(NAD 83)
 CB2337
 CB2337                          SUPERSEDED SURVEY CONTROL
 CB2337
 CB2337.No superseded survey control is available for this station.
 CB2337
 CB2337_MARKER: DR = REFERENCE MARK DISK
 CB2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2337_STAMPING: NEW JERSEY NO 3 1932
 CB2337_MARK LOGO: CGS
 CB2337_PROJECTION: FLUSH
 CB2337_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2337+STABILITY: SURFACE MOTION
 CB2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB2337+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 CB2337
 CB2337  HISTORY     - Date     Condition        Report By
 CB2337  HISTORY     - 1932     MONUMENTED       CGS
 CB2337  HISTORY     - 20120629 GOOD             NJGS
 CB2337
 CB2337                          STATION DESCRIPTION
 CB2337
 CB2337'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 CB2337'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF BARNEGAT LIGHT,
 CB2337'5.8 MI (9.3 KM) EAST-NORTHEAST OF FORKED RIVER AND 4.3 MI (6.9 KM)
 CB2337'SOUTH OF SEASIDE PARK.
 CB2337'
 CB2337'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 CB2337'THE BOUNDARY OF ISLAND BEACH STATE PARK.
 CB2337'
 CB2337'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 CB2337'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 CB2337'ROAD FOR 2.75 MI (4.4 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH
 CB2337'THE GROUND IN A CLEARED BRUSH AREA.
 CB2337'
 CB2337'THE STATION IS 43.0 FT (13.1 M) WEST FROM THE CENTERLINE OF SHORE
 CB2337'ROAD, 28.5 FT (8.7 M) WEST FROM THE WEST EDGE OF PAVING OF SHORE ROAD
 CB2337'AND 1.0 FT (0.3 M) EAST FROM A U.S. ARMY CORPS OF ENGINEERS ORANGE
 CB2337'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3185 ***********************************************************************
 JU3185  DESIGNATION -  NEW YORK
 JU3185  PID         -  JU3185
 JU3185  STATE/COUNTY-  NJ/CAMDEN
 JU3185  COUNTRY     -  US
 JU3185  USGS QUAD   -  PHILADELPHIA (2019)
 JU3185
 JU3185                         *CURRENT SURVEY CONTROL
 JU3185  ______________________________________________________________________
 JU3185* NAD 83(1996) POSITION- 39 54 52.75951(N) 075 07 34.24763(W)   ADJUSTED
 JU3185* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3185  ______________________________________________________________________
 JU3185  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 JU3185  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3185.GEOID18 height accuracy estimate available here.
 JU3185
 JU3185.Click photographs - Photos may exist for this station.
 JU3185
 JU3185.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3185
 JU3185. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000490  x   0.99993527  =   0.99994017
 JU3185!SPC PA S     -   1.00000490  x   1.00000297  =   1.00000787
 JU3185!UTM  18      -   1.00000490  x   0.99960143  =   0.99960632
 JU3185
 JU3185:                Primary Azimuth Mark                     Grid Az
 JU3185:SPC NJ       -  PHILADELPHIA QUARTERMASTER TK            254 12 32.2
 JU3185:SPC PA S     -  PHILADELPHIA QUARTERMASTER TK            252 06 17.4
 JU3185:UTM  18      -  PHILADELPHIA QUARTERMASTER TK            253 53 17.2
 JU3185
 JU3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8921518292(NAD 83)
 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
 JU3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3185.See file dsdata.pdf to determine how the superseded data were derived.
 JU3185
 JU3185_MARKER: DD = SURVEY DISK
 JU3185_SETTING: 0 = UNSPECIFIED SETTING
 JU3185
 JU3185  HISTORY     - Date     Condition        Report By
 JU3185  HISTORY     - 1925     MONUMENTED       USACE
 JU3185  HISTORY     - 1932     GOOD             CGS
 JU3185  HISTORY     - 1946     GOOD             CGS
 JU3185
 JU3185                          STATION DESCRIPTION
 JU3185
 JU3185'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4781 ***********************************************************************
 KV4781  DESIGNATION -  NEWARK
 KV4781  PID         -  KV4781
 KV4781  STATE/COUNTY-  NJ/ESSEX
 KV4781  COUNTRY     -  US
 KV4781  USGS QUAD   -  ELIZABETH (2016)
 KV4781
 KV4781                         *CURRENT SURVEY CONTROL
 KV4781  ______________________________________________________________________
 KV4781* NAD 83(2011) POSITION- 40 44 13.14015(N) 074 10 12.12452(W)   ADJUSTED
 KV4781* NAD 83(2011) ELLIP HT-   113.656 (meters)        (06/27/12)   ADJUSTED
 KV4781* NAD 83(2011) EPOCH   -  2010.00
 KV4781* NAVD 88 ORTHO HEIGHT -   146.0   (meters)      479.    (feet) GPS OBS
 KV4781  ______________________________________________________________________
 KV4781  NAVD 88 orthometric height was determined with an earlier geoid model
 KV4781  GEOID HEIGHT    -        -32.311 (meters)                     GEOID18
 KV4781  NAD 83(2011) X  -  1,320,214.283 (meters)                     COMP
 KV4781  NAD 83(2011) Y  - -4,656,242.113 (meters)                     COMP
 KV4781  NAD 83(2011) Z  -  4,140,409.640 (meters)                     COMP
 KV4781  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 KV4781
 KV4781  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV4781  Standards:
 KV4781         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV4781            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV4781  -------------------------------------------------------------------
 KV4781  NETWORK    0.64   1.00           0.24   0.28   0.51     -0.09050375
 KV4781  -------------------------------------------------------------------
 KV4781  Click here for local accuracies and other accuracy information.
 KV4781
 KV4781.The horizontal coordinates were established by GPS observations
 KV4781.and adjusted by the National Geodetic Survey in June 2012.
 KV4781
 KV4781.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV4781.been affixed to the stable North American tectonic plate. See 
 KV4781.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV4781
 KV4781.The horizontal coordinates are valid at the epoch date displayed above
 KV4781.which is a decimal equivalence of Year/Month/Day.
 KV4781
 KV4781.The orthometric height was determined by GPS observations and a
 KV4781.high-resolution geoid model.
 KV4781
 KV4781.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4781.GEOID18 height accuracy estimate available here.
 KV4781
 KV4781.Click photographs - Photos may exist for this station.
 KV4781
 KV4781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4781
 KV4781.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4781
 KV4781.The ellipsoidal height was determined by GPS observations
 KV4781.and is referenced to NAD 83.
 KV4781
 KV4781. The following values were computed from the NAD 83(2011) position.
 KV4781
 KV4781;                    North         East     Units Scale Factor Converg.
 KV4781;SPC NJ       -   211,394.499   177,869.001   MT  0.99990956   +0 12 55.2
 KV4781;SPC NJ       -   693,550.12    583,558.55   sFT  0.99990956   +0 12 55.2
 KV4781;SPC NY L     -    63,345.262   285,637.446   MT  0.99999684   -0 06 40.4
 KV4781;SPC NY L     -   207,825.25    937,128.85   sFT  0.99999684   -0 06 40.4
 KV4781;UTM  18      - 4,509,891.633   570,078.465   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:                Primary Azimuth Mark                     Grid Az
 KV4781:SPC NJ       -  WECO                                     107 01 02.3
 KV4781:SPC NY L     -  WECO                                     107 20 37.9
 KV4781:UTM  18      -  WECO                                     106 41 27.6
 KV4781
 KV4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7007809891(NAD 83)
 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                       1.709 METERS 20726     |
 KV4781| CB5407 NEWARK RM 2                           9.725 METERS 30034     |
 KV4781|---------------------------------------------------------------------|
 KV4781
 KV4781                          SUPERSEDED SURVEY CONTROL
 KV4781
 KV4781  NAD 83(2007)-  40 44 13.14034(N)    074 10 12.12529(W) AD(2002.00) 0
 KV4781  ELLIP H (02/10/07)  113.672  (m)                       GP(2002.00)    
 KV4781  ELLIP H (10/23/02)  113.673  (m)                       GP(       ) 4 1
 KV4781  NAD 83(1996)-  40 44 13.14058(N)    074 10 12.12558(W) AD(       ) 1
 KV4781  ELLIP H (05/14/99)  113.683  (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
 KV4781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4781.See file dsdata.pdf to determine how the superseded data were derived.
 KV4781
 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 = JULY 24, 2026 22:12:30 EDT
 KV6857 ***********************************************************************
 KV6857  DESIGNATION -  NEWARK 1
 KV6857  PID         -  KV6857
 KV6857  STATE/COUNTY-  NJ/ESSEX
 KV6857  COUNTRY     -  US
 KV6857  USGS QUAD   -  ELIZABETH (2016)
 KV6857
 KV6857                         *CURRENT SURVEY CONTROL
 KV6857  ______________________________________________________________________
 KV6857* NAD 83(2011) POSITION- 40 44 38.44186(N) 074 12 49.05700(W)   ADJUSTED
 KV6857* NAD 83(2011) ELLIP HT-    25.456 (meters)        (06/27/12)   ADJUSTED
 KV6857* NAD 83(2011) EPOCH   -  2010.00
 KV6857* NAVD 88 ORTHO HEIGHT -    57.9   (meters)      190.    (feet) GPS OBS
 KV6857  ______________________________________________________________________
 KV6857  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6857  GEOID HEIGHT    -        -32.580 (meters)                     GEOID90
 KV6857  GEOID HEIGHT    -        -32.418 (meters)                     GEOID18
 KV6857  NAD 83(2011) X  -  1,316,514.536 (meters)                     COMP
 KV6857  NAD 83(2011) Y  - -4,656,690.757 (meters)                     COMP
 KV6857  NAD 83(2011) Z  -  4,140,943.433 (meters)                     COMP
 KV6857  LAPLACE CORR    -          5.33  (seconds)                    DEFLEC18
 KV6857
 KV6857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6857  Standards:
 KV6857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6857  -------------------------------------------------------------------
 KV6857  NETWORK    0.61   1.06           0.24   0.26   0.54     -0.04278457
 KV6857  -------------------------------------------------------------------
 KV6857  Click here for local accuracies and other accuracy information.
 KV6857
 KV6857.The horizontal coordinates were established by GPS observations
 KV6857.and adjusted by the National Geodetic Survey in June 2012.
 KV6857
 KV6857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6857.been affixed to the stable North American tectonic plate. See 
 KV6857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6857
 KV6857.The horizontal coordinates are valid at the epoch date displayed above
 KV6857.which is a decimal equivalence of Year/Month/Day.
 KV6857
 KV6857.The orthometric height was determined by GPS observations and a
 KV6857.high-resolution geoid model.
 KV6857
 KV6857.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6857.GEOID18 height accuracy estimate available here.
 KV6857
 KV6857.Click photographs - Photos may exist for this station.
 KV6857
 KV6857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6857
 KV6857.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6857
 KV6857.The ellipsoidal height was determined by GPS observations
 KV6857.and is referenced to NAD 83.
 KV6857
 KV6857. The following values were computed from the NAD 83(2011) position.
 KV6857
 KV6857;                    North         East     Units Scale Factor Converg.
 KV6857;SPC NJ       -   212,161.979   174,184.624   MT  0.99990720   +0 11 12.9
 KV6857;SPC NJ       -   696,068.09    571,470.72   sFT  0.99990720   +0 11 12.9
 KV6857;UTM  18      - 4,510,637.928   566,390.703   MT  0.99965425   +0 30 47.8
 KV6857
 KV6857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6857!SPC NJ       -   0.99999601  x   0.99990720  =   0.99990321
 KV6857!UTM  18      -   0.99999601  x   0.99965425  =   0.99965026
 KV6857
 KV6857:                Primary Azimuth Mark                     Grid Az
 KV6857:SPC NJ       -  NEWARK 2                                 007 51 12.6
 KV6857:UTM  18      -  NEWARK 2                                 007 31 37.7
 KV6857
 KV6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6639010637(NAD 83)
 KV6857
 KV6857|---------------------------------------------------------------------|
 KV6857| PID    Reference Object                     Distance      Geod. Az  |
 KV6857|                                                           dddmmss.s |
 KV6857| KV6858 NEWARK 2                            APPROX. 0.7 KM 0080225.5 |
 KV6857|---------------------------------------------------------------------|
 KV6857
 KV6857                          SUPERSEDED SURVEY CONTROL
 KV6857
 KV6857  NAD 83(2007)-  40 44 38.44205(N)    074 12 49.05775(W) AD(2002.00) 0
 KV6857  ELLIP H (02/10/07)   25.470  (m)                       GP(2002.00)    
 KV6857  ELLIP H (10/23/02)   25.468  (m)                       GP(       ) 4 1
 KV6857  NAD 83(1996)-  40 44 38.44229(N)    074 12 49.05800(W) AD(       ) 1
 KV6857  ELLIP H (05/14/99)   25.481  (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
 KV6857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6857.See file dsdata.pdf to determine how the superseded data were derived.
 KV6857
 KV6857_MARKER: DD = SURVEY DISK
 KV6857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20210908 MARK NOT FOUND   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.
 KV6857
 KV6857                          STATION RECOVERY (2021)
 KV6857
 KV6857'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 KV6857'MONUMENT WAS SEARCHED FOR AND NOT FOUND.  THE TIES AND ADJUSTED
 KV6857'COORDINATES ALL MEET IN SAME AREA, DISK NOT FOUND FLUSH WITH THE
 KV6857'GROUND.  REPORT BY JAMES ROMER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6858 ***********************************************************************
 KV6858  DESIGNATION -  NEWARK 2
 KV6858  PID         -  KV6858
 KV6858  STATE/COUNTY-  NJ/ESSEX
 KV6858  COUNTRY     -  US
 KV6858  USGS QUAD   -  ORANGE (2016)
 KV6858
 KV6858                         *CURRENT SURVEY CONTROL
 KV6858  ______________________________________________________________________
 KV6858* NAD 83(2011) POSITION- 40 45 00.59951(N) 074 12 44.94125(W)   ADJUSTED
 KV6858* NAD 83(2011) ELLIP HT-    17.652 (meters)        (06/27/12)   ADJUSTED
 KV6858* NAD 83(2011) EPOCH   -  2010.00
 KV6858* NAVD 88 ORTHO HEIGHT -    50.1   (meters)      164.    (feet) GPS OBS
 KV6858  ______________________________________________________________________
 KV6858  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6858  GEOID HEIGHT    -        -32.580 (meters)                     GEOID90
 KV6858  GEOID HEIGHT    -        -32.414 (meters)                     GEOID18
 KV6858  NAD 83(2011) X  -  1,316,484.466 (meters)                     COMP
 KV6858  NAD 83(2011) Y  - -4,656,229.493 (meters)                     COMP
 KV6858  NAD 83(2011) Z  -  4,141,456.156 (meters)                     COMP
 KV6858  LAPLACE CORR    -          5.18  (seconds)                    DEFLEC18
 KV6858
 KV6858  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6858  Standards:
 KV6858         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6858            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6858  -------------------------------------------------------------------
 KV6858  NETWORK    0.66   1.10           0.26   0.28   0.56     -0.06044519
 KV6858  -------------------------------------------------------------------
 KV6858  Click here for local accuracies and other accuracy information.
 KV6858
 KV6858.The horizontal coordinates were established by GPS observations
 KV6858.and adjusted by the National Geodetic Survey in June 2012.
 KV6858
 KV6858.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6858.been affixed to the stable North American tectonic plate. See 
 KV6858.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6858
 KV6858.The horizontal coordinates are valid at the epoch date displayed above
 KV6858.which is a decimal equivalence of Year/Month/Day.
 KV6858
 KV6858.The orthometric height was determined by GPS observations and a
 KV6858.high-resolution geoid model.
 KV6858
 KV6858.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6858.GEOID18 height accuracy estimate available here.
 KV6858
 KV6858.Click photographs - Photos may exist for this station.
 KV6858
 KV6858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6858
 KV6858.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6858
 KV6858.The ellipsoidal height was determined by GPS observations
 KV6858.and is referenced to NAD 83.
 KV6858
 KV6858. The following values were computed from the NAD 83(2011) position.
 KV6858
 KV6858;                    North         East     Units Scale Factor Converg.
 KV6858;SPC NJ       -   212,845.723   174,278.936   MT  0.99990725   +0 11 15.7
 KV6858;SPC NJ       -   698,311.34    571,780.14   sFT  0.99990725   +0 11 15.7
 KV6858;UTM  18      - 4,511,322.026   566,481.095   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 12.5
 KV6858:UTM  18      -  NEWARK 1                                 187 31 37.5
 KV6858
 KV6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6648111322(NAD 83)
 KV6858
 KV6858|---------------------------------------------------------------------|
 KV6858| PID    Reference Object                     Distance      Geod. Az  |
 KV6858|                                                           dddmmss.s |
 KV6858| KV6857 NEWARK 1                            APPROX. 0.7 KM 1880228.2 |
 KV6858|---------------------------------------------------------------------|
 KV6858
 KV6858                          SUPERSEDED SURVEY CONTROL
 KV6858
 KV6858  NAD 83(2007)-  40 45 00.59970(N)    074 12 44.94201(W) AD(2002.00) 0
 KV6858  ELLIP H (02/10/07)   17.667  (m)                       GP(2002.00)    
 KV6858  ELLIP H (10/23/02)   17.663  (m)                       GP(       ) 4 1
 KV6858  NAD 83(1996)-  40 45 00.59994(N)    074 12 44.94234(W) AD(       ) 1
 KV6858  ELLIP H (05/14/99)   17.678  (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
 KV6858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6858.See file dsdata.pdf to determine how the superseded data were derived.
 KV6858
 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 = JULY 24, 2026 22:12:30 EDT
 KV4680 ***********************************************************************
 KV4680  DESIGNATION -  NEWARK AMER AGRIC CHEM CHIM
 KV4680  PID         -  KV4680
 KV4680  STATE/COUNTY-  NJ/ESSEX
 KV4680  COUNTRY     -  US
 KV4680  USGS QUAD   -  ELIZABETH (2016)
 KV4680
 KV4680                         *CURRENT SURVEY CONTROL
 KV4680  ______________________________________________________________________
 KV4680* NAD 83(1996) POSITION- 40 44 25.42383(N) 074 08 08.05913(W)   ADJUSTED
 KV4680  ______________________________________________________________________
 KV4680  GEOID HEIGHT    -        -32.214 (meters)                     GEOID18
 KV4680  LAPLACE CORR    -          6.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4680.GEOID18 height accuracy estimate available here.
 KV4680
 KV4680.Click photographs - Photos may exist for this station.
 KV4680
 KV4680.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4680
 KV4680. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7298410298(NAD 83)
 KV4680
 KV4680                          SUPERSEDED SURVEY CONTROL
 KV4680
 KV4680  NAD 83(1996)-  40 44 25.42374(N)    074 08 08.05935(W) AD(       ) 3
 KV4680  NAD 83(1986)-  40 44 25.42138(N)    074 08 08.06339(W) AD(       ) 3
 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
 KV4680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4680.See file dsdata.pdf to determine how the superseded data were derived.
 KV4680
 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 = JULY 24, 2026 22:12:30 EDT
 KV4696 ***********************************************************************
 KV4696  DESIGNATION -  NEWARK AMER INSUR BLDG DOME
 KV4696  PID         -  KV4696
 KV4696  STATE/COUNTY-  NJ/ESSEX
 KV4696  COUNTRY     -  US
 KV4696  USGS QUAD   -  ELIZABETH (2016)
 KV4696
 KV4696                         *CURRENT SURVEY CONTROL
 KV4696  ______________________________________________________________________
 KV4696* NAD 83(1996) POSITION- 40 44 39.06875(N) 074 10 14.55808(W)   ADJUSTED
 KV4696  ______________________________________________________________________
 KV4696  GEOID HEIGHT    -        -32.312 (meters)                     GEOID18
 KV4696  LAPLACE CORR    -          5.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4696.GEOID18 height accuracy estimate available here.
 KV4696
 KV4696.Click photographs - Photos may exist for this station.
 KV4696
 KV4696.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4696
 KV4696. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7001310690(NAD 83)
 KV4696
 KV4696                          SUPERSEDED SURVEY CONTROL
 KV4696
 KV4696  NAD 83(1996)-  40 44 39.06859(N)    074 10 14.55826(W) AD(       ) 3
 KV4696  NAD 83(1986)-  40 44 39.06596(N)    074 10 14.56188(W) AD(       ) 3
 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
 KV4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4696.See file dsdata.pdf to determine how the superseded data were derived.
 KV4696
 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 = JULY 24, 2026 22:12:30 EDT
 KV4751 ***********************************************************************
 KV4751  DESIGNATION -  NEWARK BAY BEACON 2
 KV4751  PID         -  KV4751
 KV4751  STATE/COUNTY-  NJ/HUDSON
 KV4751  COUNTRY     -  US
 KV4751  USGS QUAD   -  ELIZABETH (2016)
 KV4751
 KV4751                         *CURRENT SURVEY CONTROL
 KV4751  ______________________________________________________________________
 KV4751* NAD 83(1996) POSITION- 40 40 35.64797(N) 074 08 01.41422(W)   ADJUSTED
 KV4751  ______________________________________________________________________
 KV4751  GEOID HEIGHT    -        -32.216 (meters)                     GEOID18
 KV4751  LAPLACE CORR    -          5.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4751.GEOID18 height accuracy estimate available here.
 KV4751
 KV4751.Click photographs - Photos may exist for this station.
 KV4751
 KV4751.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4751
 KV4751. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7321003214(NAD 83)
 KV4751
 KV4751                          SUPERSEDED SURVEY CONTROL
 KV4751
 KV4751  NAD 83(1996)-  40 40 35.64787(N)    074 08 01.41426(W) AD(       ) 3
 KV4751  NAD 83(1986)-  40 40 35.64615(N)    074 08 01.41525(W) AD(       ) 3
 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
 KV4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4751.See file dsdata.pdf to determine how the superseded data were derived.
 KV4751
 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 = JULY 24, 2026 22:12:30 EDT
 KV4767 ***********************************************************************
 KV4767  DESIGNATION -  NEWARK BAY BEACON 3
 KV4767  PID         -  KV4767
 KV4767  STATE/COUNTY-  NJ/ESSEX
 KV4767  COUNTRY     -  US
 KV4767  USGS QUAD   -  ELIZABETH (2016)
 KV4767
 KV4767                         *CURRENT SURVEY CONTROL
 KV4767  ______________________________________________________________________
 KV4767* NAD 83(1996) POSITION- 40 41 10.99765(N) 074 07 45.86780(W)   ADJUSTED
 KV4767  ______________________________________________________________________
 KV4767  GEOID HEIGHT    -        -32.202 (meters)                     GEOID18
 KV4767  LAPLACE CORR    -          5.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4767.GEOID18 height accuracy estimate available here.
 KV4767
 KV4767.Click photographs - Photos may exist for this station.
 KV4767
 KV4767.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4767
 KV4767. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7356404308(NAD 83)
 KV4767
 KV4767                          SUPERSEDED SURVEY CONTROL
 KV4767
 KV4767  NAD 83(1996)-  40 41 10.99755(N)    074 07 45.86787(W) AD(       ) 3
 KV4767  NAD 83(1986)-  40 41 10.99510(N)    074 07 45.86910(W) AD(       ) 3
 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
 KV4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4767.See file dsdata.pdf to determine how the superseded data were derived.
 KV4767
 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 = JULY 24, 2026 22:12:30 EDT
 KV4330 ***********************************************************************
 KV4330  DESIGNATION -  NEWARK BAY BEACON 4
 KV4330  PID         -  KV4330
 KV4330  STATE/COUNTY-  NJ/ESSEX
 KV4330  COUNTRY     -  US
 KV4330  USGS QUAD   -  JERSEY CITY (2019)
 KV4330
 KV4330                         *CURRENT SURVEY CONTROL
 KV4330  ______________________________________________________________________
 KV4330* NAD 83(1996) POSITION- 40 41 35.66808(N) 074 07 19.13343(W)   ADJUSTED
 KV4330  ______________________________________________________________________
 KV4330  GEOID HEIGHT    -        -32.180 (meters)                     GEOID18
 KV4330  LAPLACE CORR    -          5.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4330.GEOID18 height accuracy estimate available here.
 KV4330
 KV4330.Click photographs - Photos may exist for this station.
 KV4330
 KV4330.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4330
 KV4330. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7418405075(NAD 83)
 KV4330
 KV4330                          SUPERSEDED SURVEY CONTROL
 KV4330
 KV4330  NAD 83(1996)-  40 41 35.66798(N)    074 07 19.13352(W) AD(       ) 3
 KV4330  NAD 83(1996)-  40 41 35.66662(N)    074 07 19.13529(W) AD(       ) 3
 KV4330  NAD 83(1992)-  40 41 35.66599(N)    074 07 19.13561(W) AD(       ) 3
 KV4330  NAD 83(1986)-  40 41 35.66483(N)    074 07 19.13554(W) AD(       ) 3
 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
 KV4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4330.See file dsdata.pdf to determine how the superseded data were derived.
 KV4330
 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 = JULY 24, 2026 22:12:30 EDT
 KV4294 ***********************************************************************
 KV4294  DESIGNATION -  NEWARK BAY BEACON 5
 KV4294  PID         -  KV4294
 KV4294  STATE/COUNTY-  NJ/ESSEX
 KV4294  COUNTRY     -  US
 KV4294  USGS QUAD   -  JERSEY CITY (2019)
 KV4294
 KV4294                         *CURRENT SURVEY CONTROL
 KV4294  ______________________________________________________________________
 KV4294* NAD 83(1996) POSITION- 40 42 27.82715(N) 074 07 08.26144(W)   ADJUSTED
 KV4294  ______________________________________________________________________
 KV4294  GEOID HEIGHT    -        -32.170 (meters)                     GEOID18
 KV4294  LAPLACE CORR    -          6.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4294.GEOID18 height accuracy estimate available here.
 KV4294
 KV4294.Click photographs - Photos may exist for this station.
 KV4294
 KV4294.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4294
 KV4294. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7442306686(NAD 83)
 KV4294
 KV4294                          SUPERSEDED SURVEY CONTROL
 KV4294
 KV4294  NAD 83(1996)-  40 42 27.82706(N)    074 07 08.26158(W) AD(       ) 3
 KV4294  NAD 83(1996)-  40 42 27.82553(N)    074 07 08.26299(W) AD(       ) 3
 KV4294  NAD 83(1992)-  40 42 27.82490(N)    074 07 08.26401(W) AD(       ) 3
 KV4294  NAD 83(1986)-  40 42 27.82396(N)    074 07 08.26613(W) AD(       ) 3
 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
 KV4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4294.See file dsdata.pdf to determine how the superseded data were derived.
 KV4294
 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 = JULY 24, 2026 22:12:30 EDT
 KV4290 ***********************************************************************
 KV4290  DESIGNATION -  NEWARK BAY CHAMBERL FLY CHIM
 KV4290  PID         -  KV4290
 KV4290  STATE/COUNTY-  NJ/HUDSON
 KV4290  COUNTRY     -  US
 KV4290  USGS QUAD   -  JERSEY CITY (2019)
 KV4290
 KV4290                         *CURRENT SURVEY CONTROL
 KV4290  ______________________________________________________________________
 KV4290* NAD 83(1996) POSITION- 40 42 08.31546(N) 074 05 53.56911(W)   ADJUSTED
 KV4290  ______________________________________________________________________
 KV4290  GEOID HEIGHT    -        -32.110 (meters)                     GEOID18
 KV4290  LAPLACE CORR    -          6.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4290.GEOID18 height accuracy estimate available here.
 KV4290
 KV4290.Click photographs - Photos may exist for this station.
 KV4290
 KV4290.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4290
 KV4290. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7618206102(NAD 83)
 KV4290
 KV4290                          SUPERSEDED SURVEY CONTROL
 KV4290
 KV4290  NAD 83(1996)-  40 42 08.31538(N)    074 05 53.56922(W) AD(       ) 3
 KV4290  NAD 83(1996)-  40 42 08.31416(N)    074 05 53.57077(W) AD(       ) 3
 KV4290  NAD 83(1992)-  40 42 08.31357(N)    074 05 53.57174(W) AD(       ) 3
 KV4290  NAD 83(1986)-  40 42 08.31364(N)    074 05 53.57249(W) AD(       ) 3
 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
 KV4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4290.See file dsdata.pdf to determine how the superseded data were derived.
 KV4290
 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 = JULY 24, 2026 22:12:30 EDT
 KV6489 ***********************************************************************
 KV6489  DESIGNATION -  NEWARK BAY CNJ BR E FENDER LT
 KV6489  PID         -  KV6489
 KV6489  STATE/COUNTY-  NJ/HUDSON
 KV6489  COUNTRY     -  US
 KV6489  USGS QUAD   -  ELIZABETH (2016)
 KV6489
 KV6489                         *CURRENT SURVEY CONTROL
 KV6489  ______________________________________________________________________
 KV6489* NAD 83(1996) POSITION- 40 39 17.35518(N) 074 08 38.59497(W)   ADJUSTED
 KV6489* NAVD 88 ORTHO HEIGHT -     9.9   (meters)       32.    (feet) VERTCON3
 KV6489  ______________________________________________________________________
 KV6489  GEOID HEIGHT    -        -32.246 (meters)                     GEOID18
 KV6489  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6489.GEOID18 height accuracy estimate available here.
 KV6489
 KV6489.Click photographs - Photos may exist for this station.
 KV6489
 KV6489.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6489
 KV6489. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000351  x   0.99991115  =   0.99991466
 KV6489!SPC NY E     -   1.00000351  x   0.99991115  =   0.99991466
 KV6489!SPC NY L     -   1.00000351  x   1.00000068  =   1.00000419
 KV6489!UTM  18      -   1.00000351  x   0.99966445  =   0.99966796
 KV6489
 KV6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7236100792(NAD 83)
 KV6489
 KV6489                          SUPERSEDED SURVEY CONTROL
 KV6489
 KV6489  NAD 83(1986)-  40 39 17.35543(N)    074 08 38.59549(W) AD(       ) 3
 KV6489  NGVD 29 (09/24/91)   10.2    (m)           33.     (f) VERT ANG       
 KV6489
 KV6489.Superseded values are not recommended for survey control.
 KV6489
 KV6489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6489.See file dsdata.pdf to determine how the superseded data were derived.
 KV6489
 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 = JULY 24, 2026 22:12:30 EDT
 KV6490 ***********************************************************************
 KV6490  DESIGNATION -  NEWARK BAY CNJ BR W FENDER LT
 KV6490  PID         -  KV6490
 KV6490  STATE/COUNTY-  NJ/HUDSON
 KV6490  COUNTRY     -  US
 KV6490  USGS QUAD   -  ELIZABETH (2016)
 KV6490
 KV6490                         *CURRENT SURVEY CONTROL
 KV6490  ______________________________________________________________________
 KV6490* NAD 83(1996) POSITION- 40 39 16.84367(N) 074 08 49.10677(W)   ADJUSTED
 KV6490* NAVD 88 ORTHO HEIGHT -    10.    (meters)       33.    (feet) VERTCON3
 KV6490  ______________________________________________________________________
 KV6490  GEOID HEIGHT    -        -32.254 (meters)                     GEOID18
 KV6490  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6490.GEOID18 height accuracy estimate available here.
 KV6490
 KV6490.Click photographs - Photos may exist for this station.
 KV6490
 KV6490.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6490
 KV6490. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000348  x   0.99991097  =   0.99991445
 KV6490!SPC NY L     -   1.00000348  x   1.00000069  =   1.00000417
 KV6490!UTM  18      -   1.00000348  x   0.99966401  =   0.99966749
 KV6490
 KV6490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7211400774(NAD 83)
 KV6490
 KV6490                          SUPERSEDED SURVEY CONTROL
 KV6490
 KV6490  NAD 83(1986)-  40 39 16.84395(N)    074 08 49.10728(W) AD(       ) 3
 KV6490  NGVD 29 (09/24/91)   10.     (m)           33.     (f) VERT ANG       
 KV6490
 KV6490.Superseded values are not recommended for survey control.
 KV6490
 KV6490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6490.See file dsdata.pdf to determine how the superseded data were derived.
 KV6490
 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 = JULY 24, 2026 22:12:30 EDT
 KV4737 ***********************************************************************
 KV4737  DESIGNATION -  NEWARK BAY ELECTRO DYNAMIC TK
 KV4737  PID         -  KV4737
 KV4737  STATE/COUNTY-  NJ/HUDSON
 KV4737  COUNTRY     -  US
 KV4737  USGS QUAD   -  ELIZABETH (2016)
 KV4737
 KV4737                         *CURRENT SURVEY CONTROL
 KV4737  ______________________________________________________________________
 KV4737* NAD 83(1996) POSITION- 40 39 17.51172(N) 074 08 11.75969(W)   ADJUSTED
 KV4737  ______________________________________________________________________
 KV4737  GEOID HEIGHT    -        -32.227 (meters)                     GEOID18
 KV4737  LAPLACE CORR    -          5.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4737.GEOID18 height accuracy estimate available here.
 KV4737
 KV4737.Click photographs - Photos may exist for this station.
 KV4737
 KV4737.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4737
 KV4737. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7299100803(NAD 83)
 KV4737
 KV4737                          SUPERSEDED SURVEY CONTROL
 KV4737
 KV4737  NAD 83(1996)-  40 39 17.51167(N)    074 08 11.75971(W) AD(       ) 3
 KV4737  NAD 83(1986)-  40 39 17.51064(N)    074 08 11.75956(W) AD(       ) 3
 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
 KV4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4737.See file dsdata.pdf to determine how the superseded data were derived.
 KV4737
 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 = JULY 24, 2026 22:12:30 EDT
 KV6491 ***********************************************************************
 KV6491  DESIGNATION -  NEWARK BAY LIGHT
 KV6491  PID         -  KV6491
 KV6491  STATE/COUNTY-  NJ/ESSEX
 KV6491  COUNTRY     -  US
 KV6491  USGS QUAD   -  JERSEY CITY (2019)
 KV6491
 KV6491                         *CURRENT SURVEY CONTROL
 KV6491  ______________________________________________________________________
 KV6491* NAD 83(1996) POSITION- 40 42 27.82576(N) 074 07 08.26325(W)   NO CHECK
 KV6491* NAVD 88 ORTHO HEIGHT -     6.9   (meters)       23.    (feet) VERTCON3
 KV6491  ______________________________________________________________________
 KV6491  GEOID HEIGHT    -        -32.170 (meters)                     GEOID18
 KV6491  LAPLACE CORR    -          6.11  (seconds)                    DEFLEC18
 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
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6491.GEOID18 height accuracy estimate available here.
 KV6491
 KV6491.Click photographs - Photos may exist for this station.
 KV6491
 KV6491.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6491
 KV6491. The following values were computed from the NAD 83(1996) position.
 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 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;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;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       -   1.00000396  x   0.99991276  =   0.99991672
 KV6491!SPC NY E     -   1.00000396  x   0.99991276  =   0.99991672
 KV6491!SPC NY L     -   1.00000396  x   0.99999797  =   1.00000193
 KV6491!UTM  18      -   1.00000396  x   0.99966817  =   0.99967213
 KV6491
 KV6491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7442306686(NAD 83)
 KV6491
 KV6491                          SUPERSEDED SURVEY CONTROL
 KV6491
 KV6491  NAD 83(1996)-  40 42 27.82575(N)    074 07 08.26324(W) AD(       ) 3
 KV6491  NAD 83(1996)-  40 42 27.82582(N)    074 07 08.26302(W) AD(       ) 3
 KV6491  NAD 83(1992)-  40 42 27.82582(N)    074 07 08.26302(W) AD(       ) 3
 KV6491  NAD 83(1986)-  40 42 27.82583(N)    074 07 08.26317(W) AD(       ) 3
 KV6491  NGVD 29 (09/24/91)    7.3    (m)           24.     (f) VERT ANG       
 KV6491
 KV6491.Superseded values are not recommended for survey control.
 KV6491
 KV6491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6491.See file dsdata.pdf to determine how the superseded data were derived.
 KV6491
 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 = JULY 24, 2026 22:12:30 EDT
 KV6492 ***********************************************************************
 KV6492  DESIGNATION -  NEWARK BAY LIGHT 15
 KV6492  PID         -  KV6492
 KV6492  STATE/COUNTY-  NJ/HUDSON
 KV6492  COUNTRY     -  US
 KV6492  USGS QUAD   -  ELIZABETH (2016)
 KV6492
 KV6492                         *CURRENT SURVEY CONTROL
 KV6492  ______________________________________________________________________
 KV6492* NAD 83(1996) POSITION- 40 40 35.78308(N) 074 08 03.87787(W)   ADJUSTED
 KV6492* NAVD 88 ORTHO HEIGHT -     9.3   (meters)       31.    (feet) VERTCON3
 KV6492  ______________________________________________________________________
 KV6492  GEOID HEIGHT    -        -32.217 (meters)                     GEOID18
 KV6492  LAPLACE CORR    -          5.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6492.GEOID18 height accuracy estimate available here.
 KV6492
 KV6492.Click photographs - Photos may exist for this station.
 KV6492
 KV6492.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6492
 KV6492. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000359  x   0.99991175  =   0.99991534
 KV6492!SPC NY L     -   1.00000359  x   0.99999946  =   1.00000305
 KV6492!UTM  18      -   1.00000359  x   0.99966587  =   0.99966946
 KV6492
 KV6492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7315203218(NAD 83)
 KV6492
 KV6492                          SUPERSEDED SURVEY CONTROL
 KV6492
 KV6492  NAD 83(1996)-  40 40 35.78307(N)    074 08 03.87786(W) AD(       ) 3
 KV6492  NAD 83(1986)-  40 40 35.78325(N)    074 08 03.87812(W) AD(       ) 3
 KV6492  NGVD 29 (09/24/91)    9.7    (m)           32.     (f) VERT ANG       
 KV6492
 KV6492.Superseded values are not recommended for survey control.
 KV6492
 KV6492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6492.See file dsdata.pdf to determine how the superseded data were derived.
 KV6492
 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 = JULY 24, 2026 22:12:30 EDT
 KV4716 ***********************************************************************
 KV4716  DESIGNATION -  NEWARK BAY PALE CHIMNEY
 KV4716  PID         -  KV4716
 KV4716  STATE/COUNTY-  NJ/HUDSON
 KV4716  COUNTRY     -  US
 KV4716  USGS QUAD   -  ELIZABETH (2016)
 KV4716
 KV4716                         *CURRENT SURVEY CONTROL
 KV4716  ______________________________________________________________________
 KV4716* NAD 83(1996) POSITION- 40 39 05.24542(N) 074 08 26.71275(W)   ADJUSTED
 KV4716  ______________________________________________________________________
 KV4716  GEOID HEIGHT    -        -32.238 (meters)                     GEOID18
 KV4716  LAPLACE CORR    -          5.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4716.GEOID18 height accuracy estimate available here.
 KV4716
 KV4716.Click photographs - Photos may exist for this station.
 KV4716
 KV4716.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4716
 KV4716. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7264300421(NAD 83)
 KV4716
 KV4716                          SUPERSEDED SURVEY CONTROL
 KV4716
 KV4716  NAD 83(1996)-  40 39 05.24540(N)    074 08 26.71277(W) AD(       ) 3
 KV4716  NAD 83(1986)-  40 39 05.24420(N)    074 08 26.71251(W) AD(       ) 3
 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
 KV4716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4716.See file dsdata.pdf to determine how the superseded data were derived.
 KV4716
 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 = JULY 24, 2026 22:12:30 EDT
 KV4762 ***********************************************************************
 KV4762  DESIGNATION -  NEWARK BAY PASSAIC LH OLD TWR
 KV4762  PID         -  KV4762
 KV4762  STATE/COUNTY-  NJ/ESSEX
 KV4762  COUNTRY     -  US
 KV4762  USGS QUAD   -  ELIZABETH (2016)
 KV4762
 KV4762                         *CURRENT SURVEY CONTROL
 KV4762  ______________________________________________________________________
 KV4762* NAD 83(1996) POSITION- 40 41 46.32325(N) 074 07 36.85121(W)   ADJUSTED
 KV4762  ______________________________________________________________________
 KV4762  GEOID HEIGHT    -        -32.194 (meters)                     GEOID18
 KV4762  LAPLACE CORR    -          5.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4762.GEOID18 height accuracy estimate available here.
 KV4762
 KV4762.Click photographs - Photos may exist for this station.
 KV4762
 KV4762.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4762
 KV4762. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7376505399(NAD 83)
 KV4762
 KV4762                          SUPERSEDED SURVEY CONTROL
 KV4762
 KV4762  NAD 83(1996)-  40 41 46.32314(N)    074 07 36.85129(W) AD(       ) 3
 KV4762  NAD 83(1986)-  40 41 46.32020(N)    074 07 36.85378(W) AD(       ) 3
 KV4762  NAD 27      -  40 41 45.95400(N)    074 07 38.33600(W) AD(       ) 3
 KV4762  USBS        -  40 41 43.69000(N)    074 07 19.23000(W) AD(       ) 3
 KV4762  USSD        -  40 41 46.32800(N)    074 07 38.23800(W) AD(       ) 3
 KV4762
 KV4762.Superseded values are not recommended for survey control.
 KV4762
 KV4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4762.See file dsdata.pdf to determine how the superseded data were derived.
 KV4762
 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 = JULY 24, 2026 22:12:30 EDT
 KV4775 ***********************************************************************
 KV4775  DESIGNATION -  NEWARK BETH ISRAEL HOSP CUPOLA
 KV4775  PID         -  KV4775
 KV4775  STATE/COUNTY-  NJ/ESSEX
 KV4775  COUNTRY     -  US
 KV4775  USGS QUAD   -  ELIZABETH (2016)
 KV4775
 KV4775                         *CURRENT SURVEY CONTROL
 KV4775  ______________________________________________________________________
 KV4775* NAD 83(1996) POSITION- 40 42 38.43199(N) 074 12 48.00035(W)   ADJUSTED
 KV4775  ______________________________________________________________________
 KV4775  GEOID HEIGHT    -        -32.428 (meters)                     GEOID18
 KV4775  LAPLACE CORR    -          5.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4775.GEOID18 height accuracy estimate available here.
 KV4775
 KV4775.Click photographs - Photos may exist for this station.
 KV4775
 KV4775.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4775
 KV4775. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6644806937(NAD 83)
 KV4775
 KV4775                          SUPERSEDED SURVEY CONTROL
 KV4775
 KV4775  NAD 83(1996)-  40 42 38.43183(N)    074 12 48.00044(W) AD(       ) 3
 KV4775  NAD 83(1986)-  40 42 38.42921(N)    074 12 48.00448(W) AD(       ) 3
 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
 KV4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4775.See file dsdata.pdf to determine how the superseded data were derived.
 KV4775
 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 = JULY 24, 2026 22:12:30 EDT
 KV4746 ***********************************************************************
 KV4746  DESIGNATION -  NEWARK CELLULOID CO W CHIM
 KV4746  PID         -  KV4746
 KV4746  STATE/COUNTY-  NJ/ESSEX
 KV4746  COUNTRY     -  US
 KV4746  USGS QUAD   -  ELIZABETH (2016)
 KV4746
 KV4746                         *CURRENT SURVEY CONTROL
 KV4746  ______________________________________________________________________
 KV4746* NAD 83(1996) POSITION- 40 43 46.22267(N) 074 09 03.18610(W)   ADJUSTED
 KV4746  ______________________________________________________________________
 KV4746  GEOID HEIGHT    -        -32.260 (meters)                     GEOID18
 KV4746  LAPLACE CORR    -          5.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4746.GEOID18 height accuracy estimate available here.
 KV4746
 KV4746.Click photographs - Photos may exist for this station.
 KV4746
 KV4746.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4746
 KV4746. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7170309077(NAD 83)
 KV4746
 KV4746                          SUPERSEDED SURVEY CONTROL
 KV4746
 KV4746  NAD 83(1996)-  40 43 46.22258(N)    074 09 03.18630(W) AD(       ) 3
 KV4746  NAD 83(1986)-  40 43 46.22105(N)    074 09 03.18979(W) AD(       ) 3
 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
 KV4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4746.See file dsdata.pdf to determine how the superseded data were derived.
 KV4746
 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 = JULY 24, 2026 22:12:30 EDT
 KV4749 ***********************************************************************
 KV4749  DESIGNATION -  NEWARK CELLULOID CO E CHIM
 KV4749  PID         -  KV4749
 KV4749  STATE/COUNTY-  NJ/ESSEX
 KV4749  COUNTRY     -  US
 KV4749  USGS QUAD   -  ELIZABETH (2016)
 KV4749
 KV4749                         *CURRENT SURVEY CONTROL
 KV4749  ______________________________________________________________________
 KV4749* NAD 83(1996) POSITION- 40 43 46.03247(N) 074 09 02.27940(W)   ADJUSTED
 KV4749  ______________________________________________________________________
 KV4749  GEOID HEIGHT    -        -32.260 (meters)                     GEOID18
 KV4749  LAPLACE CORR    -          5.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4749.GEOID18 height accuracy estimate available here.
 KV4749
 KV4749.Click photographs - Photos may exist for this station.
 KV4749
 KV4749.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4749
 KV4749. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7172409071(NAD 83)
 KV4749
 KV4749                          SUPERSEDED SURVEY CONTROL
 KV4749
 KV4749  NAD 83(1996)-  40 43 46.03237(N)    074 09 02.27958(W) AD(       ) 3
 KV4749  NAD 83(1986)-  40 43 46.03083(N)    074 09 02.28303(W) AD(       ) 3
 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
 KV4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4749.See file dsdata.pdf to determine how the superseded data were derived.
 KV4749
 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 = JULY 24, 2026 22:12:30 EDT
 KV4784 ***********************************************************************
 KV4784  DESIGNATION -  NEWARK ECC 1933
 KV4784  PID         -  KV4784
 KV4784  STATE/COUNTY-  NJ/ESSEX
 KV4784  COUNTRY     -  US
 KV4784  USGS QUAD   -  ELIZABETH (2016)
 KV4784
 KV4784                         *CURRENT SURVEY CONTROL
 KV4784  ______________________________________________________________________
 KV4784* NAD 83(1996) POSITION- 40 44 13.09409(N) 074 10 12.15713(W)   ADJUSTED
 KV4784* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 KV4784  ______________________________________________________________________
 KV4784  GEOID HEIGHT    -        -32.311 (meters)                     GEOID18
 KV4784  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4784.GEOID18 height accuracy estimate available here.
 KV4784
 KV4784.Click photographs - Photos may exist for this station.
 KV4784
 KV4784.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4784
 KV4784. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000340  x   0.99990956  =   0.99991296
 KV4784!SPC NY L     -   1.00000340  x   0.99999684  =   1.00000024
 KV4784!UTM  18      -   1.00000340  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7007709890(NAD 83)
 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
 KV4784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4784.See file dsdata.pdf to determine how the superseded data were derived.
 KV4784
 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 = JULY 24, 2026 22:12:30 EDT
 KV4299 ***********************************************************************
 KV4299  DESIGNATION -  NEWARK GROSS CO STACK
 KV4299  PID         -  KV4299
 KV4299  STATE/COUNTY-  NJ/ESSEX
 KV4299  COUNTRY     -  US
 KV4299  USGS QUAD   -  JERSEY CITY (2019)
 KV4299
 KV4299                         *CURRENT SURVEY CONTROL
 KV4299  ______________________________________________________________________
 KV4299* NAD 83(1996) POSITION- 40 42 37.04138(N) 074 07 25.71750(W)   ADJUSTED
 KV4299  ______________________________________________________________________
 KV4299  GEOID HEIGHT    -        -32.183 (meters)                     GEOID18
 KV4299  LAPLACE CORR    -          6.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4299.GEOID18 height accuracy estimate available here.
 KV4299
 KV4299.Click photographs - Photos may exist for this station.
 KV4299
 KV4299.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4299
 KV4299. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7401106966(NAD 83)
 KV4299
 KV4299                          SUPERSEDED SURVEY CONTROL
 KV4299
 KV4299  NAD 83(1996)-  40 42 37.04127(N)    074 07 25.71763(W) AD(       ) 3
 KV4299  NAD 83(1996)-  40 42 37.03945(N)    074 07 25.71940(W) AD(       ) 3
 KV4299  NAD 83(1992)-  40 42 37.03899(N)    074 07 25.72013(W) AD(       ) 3
 KV4299  NAD 83(1986)-  40 42 37.03866(N)    074 07 25.72168(W) AD(       ) 3
 KV4299  NAD 27      -  40 42 36.67400(N)    074 07 27.19300(W) AD(       ) 3
 KV4299  USSD        -  40 42 37.05000(N)    074 07 27.10000(W) AD(       ) 3
 KV4299
 KV4299.Superseded values are not recommended for survey control.
 KV4299
 KV4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4299.See file dsdata.pdf to determine how the superseded data were derived.
 KV4299
 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 = JULY 24, 2026 22:12:30 EDT
 KV4759 ***********************************************************************
 KV4759  DESIGNATION -  NEWARK HENSLER BREWERY FLAG
 KV4759  PID         -  KV4759
 KV4759  STATE/COUNTY-  NJ/ESSEX
 KV4759  COUNTRY     -  US
 KV4759  USGS QUAD   -  ELIZABETH (2016)
 KV4759
 KV4759                         *CURRENT SURVEY CONTROL
 KV4759  ______________________________________________________________________
 KV4759* NAD 83(1996) POSITION- 40 43 33.71652(N) 074 09 10.00498(W)   ADJUSTED
 KV4759  ______________________________________________________________________
 KV4759  GEOID HEIGHT    -        -32.266 (meters)                     GEOID18
 KV4759  LAPLACE CORR    -          5.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4759.GEOID18 height accuracy estimate available here.
 KV4759
 KV4759.Click photographs - Photos may exist for this station.
 KV4759
 KV4759.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4759
 KV4759. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7154708689(NAD 83)
 KV4759
 KV4759                          SUPERSEDED SURVEY CONTROL
 KV4759
 KV4759  NAD 83(1996)-  40 43 33.71642(N)    074 09 10.00515(W) AD(       ) 3
 KV4759  NAD 83(1986)-  40 43 33.71505(N)    074 09 10.00831(W) AD(       ) 3
 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
 KV4759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4759.See file dsdata.pdf to determine how the superseded data were derived.
 KV4759
 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 = JULY 24, 2026 22:12:30 EDT
 KV4774 ***********************************************************************
 KV4774  DESIGNATION -  NEWARK KREBS PIGMENT CHIM
 KV4774  PID         -  KV4774
 KV4774  STATE/COUNTY-  NJ/ESSEX
 KV4774  COUNTRY     -  US
 KV4774  USGS QUAD   -  ELIZABETH (2016)
 KV4774
 KV4774                         *CURRENT SURVEY CONTROL
 KV4774  ______________________________________________________________________
 KV4774* NAD 83(1996) POSITION- 40 42 55.76167(N) 074 10 34.70328(W)   ADJUSTED
 KV4774  ______________________________________________________________________
 KV4774  GEOID HEIGHT    -        -32.333 (meters)                     GEOID18
 KV4774  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4774.GEOID18 height accuracy estimate available here.
 KV4774
 KV4774.Click photographs - Photos may exist for this station.
 KV4774
 KV4774.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4774
 KV4774. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6957107500(NAD 83)
 KV4774
 KV4774                          SUPERSEDED SURVEY CONTROL
 KV4774
 KV4774  NAD 83(1996)-  40 42 55.76155(N)    074 10 34.70343(W) AD(       ) 3
 KV4774  NAD 83(1986)-  40 42 55.75960(N)    074 10 34.70601(W) AD(       ) 3
 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
 KV4774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4774.See file dsdata.pdf to determine how the superseded data were derived.
 KV4774
 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 = JULY 24, 2026 22:12:30 EDT
 KV4782 ***********************************************************************
 KV4782  DESIGNATION -  NEWARK LEFCOURT NEWARK BLDG FP
 KV4782  PID         -  KV4782
 KV4782  STATE/COUNTY-  NJ/ESSEX
 KV4782  COUNTRY     -  US
 KV4782  USGS QUAD   -  ELIZABETH (2016)
 KV4782
 KV4782                         *CURRENT SURVEY CONTROL
 KV4782  ______________________________________________________________________
 KV4782* NAD 83(1996) POSITION- 40 44 13.24595(N) 074 10 12.42307(W)   ADJUSTED
 KV4782  ______________________________________________________________________
 KV4782  GEOID HEIGHT    -        -32.311 (meters)                     GEOID18
 KV4782  LAPLACE CORR    -          5.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4782.GEOID18 height accuracy estimate available here.
 KV4782
 KV4782.Click photographs - Photos may exist for this station.
 KV4782
 KV4782.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4782
 KV4782. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7007109894(NAD 83)
 KV4782
 KV4782                          SUPERSEDED SURVEY CONTROL
 KV4782
 KV4782  NAD 83(1996)-  40 44 13.24578(N)    074 10 12.42322(W) AD(       ) 3
 KV4782  NAD 83(1986)-  40 44 13.24218(N)    074 10 12.42689(W) AD(       ) 3
 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
 KV4782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4782.See file dsdata.pdf to determine how the superseded data were derived.
 KV4782
 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 = JULY 24, 2026 22:12:30 EDT
 KV4770 ***********************************************************************
 KV4770  DESIGNATION -  NEWARK MEADOW BALL BLUE CHIM
 KV4770  PID         -  KV4770
 KV4770  STATE/COUNTY-  NJ/ESSEX
 KV4770  COUNTRY     -  US
 KV4770  USGS QUAD   -  ELIZABETH (2016)
 KV4770
 KV4770                         *CURRENT SURVEY CONTROL
 KV4770  ______________________________________________________________________
 KV4770* NAD 83(1996) POSITION- 40 43 05.50838(N) 074 08 36.87354(W)   ADJUSTED
 KV4770  ______________________________________________________________________
 KV4770  GEOID HEIGHT    -        -32.241 (meters)                     GEOID18
 KV4770  LAPLACE CORR    -          6.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4770.GEOID18 height accuracy estimate available here.
 KV4770
 KV4770.Click photographs - Photos may exist for this station.
 KV4770
 KV4770.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4770
 KV4770. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7233207827(NAD 83)
 KV4770
 KV4770                          SUPERSEDED SURVEY CONTROL
 KV4770
 KV4770  NAD 83(1996)-  40 43 05.50827(N)    074 08 36.87369(W) AD(       ) 3
 KV4770  NAD 83(1986)-  40 43 05.50624(N)    074 08 36.87710(W) AD(       ) 3
 KV4770  NAD 27      -  40 43 05.13200(N)    074 08 38.36100(W) AD(       ) 3
 KV4770  USSD        -  40 43 05.52200(N)    074 08 38.27500(W) AD(       ) 3
 KV4770
 KV4770.Superseded values are not recommended for survey control.
 KV4770
 KV4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4770.See file dsdata.pdf to determine how the superseded data were derived.
 KV4770
 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 = JULY 24, 2026 22:12:30 EDT
 KV4758 ***********************************************************************
 KV4758  DESIGNATION -  NEWARK MEDICAL TOWER
 KV4758  PID         -  KV4758
 KV4758  STATE/COUNTY-  NJ/ESSEX
 KV4758  COUNTRY     -  US
 KV4758  USGS QUAD   -  ELIZABETH (2016)
 KV4758
 KV4758                         *CURRENT SURVEY CONTROL
 KV4758  ______________________________________________________________________
 KV4758* NAD 83(1996) POSITION- 40 43 38.01474(N) 074 10 43.47935(W)   ADJUSTED
 KV4758  ______________________________________________________________________
 KV4758  GEOID HEIGHT    -        -32.336 (meters)                     GEOID18
 KV4758  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4758.GEOID18 height accuracy estimate available here.
 KV4758
 KV4758.Click photographs - Photos may exist for this station.
 KV4758
 KV4758.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4758
 KV4758. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6935308801(NAD 83)
 KV4758
 KV4758                          SUPERSEDED SURVEY CONTROL
 KV4758
 KV4758  NAD 83(1996)-  40 43 38.01461(N)    074 10 43.47951(W) AD(       ) 3
 KV4758  NAD 83(1986)-  40 43 38.01271(N)    074 10 43.48301(W) AD(       ) 3
 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
 KV4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4758.See file dsdata.pdf to determine how the superseded data were derived.
 KV4758
 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 = JULY 24, 2026 22:12:30 EDT
 KV4773 ***********************************************************************
 KV4773  DESIGNATION -  NEWARK MERCHANTS REFRIG TANK
 KV4773  PID         -  KV4773
 KV4773  STATE/COUNTY-  NJ/ESSEX
 KV4773  COUNTRY     -  US
 KV4773  USGS QUAD   -  ELIZABETH (2016)
 KV4773
 KV4773                         *CURRENT SURVEY CONTROL
 KV4773  ______________________________________________________________________
 KV4773* NAD 83(1996) POSITION- 40 42 56.77135(N) 074 10 26.85847(W)   ADJUSTED
 KV4773  ______________________________________________________________________
 KV4773  GEOID HEIGHT    -        -32.327 (meters)                     GEOID18
 KV4773  LAPLACE CORR    -          5.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4773.GEOID18 height accuracy estimate available here.
 KV4773
 KV4773.Click photographs - Photos may exist for this station.
 KV4773
 KV4773.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4773
 KV4773. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6975507533(NAD 83)
 KV4773
 KV4773                          SUPERSEDED SURVEY CONTROL
 KV4773
 KV4773  NAD 83(1996)-  40 42 56.77122(N)    074 10 26.85866(W) AD(       ) 3
 KV4773  NAD 83(1986)-  40 42 56.76943(N)    074 10 26.86069(W) AD(       ) 3
 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
 KV4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4773.See file dsdata.pdf to determine how the superseded data were derived.
 KV4773
 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 = JULY 24, 2026 22:12:30 EDT
 KV4769 ***********************************************************************
 KV4769  DESIGNATION -  NEWARK MURPHY AND CO CHIMNEY
 KV4769  PID         -  KV4769
 KV4769  STATE/COUNTY-  NJ/ESSEX
 KV4769  COUNTRY     -  US
 KV4769  USGS QUAD   -  ELIZABETH (2016)
 KV4769
 KV4769                         *CURRENT SURVEY CONTROL
 KV4769  ______________________________________________________________________
 KV4769* NAD 83(1996) POSITION- 40 43 27.94223(N) 074 10 10.23197(W)   ADJUSTED
 KV4769  ______________________________________________________________________
 KV4769  GEOID HEIGHT    -        -32.313 (meters)                     GEOID18
 KV4769  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4769.GEOID18 height accuracy estimate available here.
 KV4769
 KV4769.Click photographs - Photos may exist for this station.
 KV4769
 KV4769.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4769
 KV4769. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7013608498(NAD 83)
 KV4769
 KV4769                          SUPERSEDED SURVEY CONTROL
 KV4769
 KV4769  NAD 83(1996)-  40 43 27.94211(N)    074 10 10.23216(W) AD(       ) 3
 KV4769  NAD 83(1986)-  40 43 27.94009(N)    074 10 10.23456(W) AD(       ) 3
 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
 KV4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4769.See file dsdata.pdf to determine how the superseded data were derived.
 KV4769
 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 = JULY 24, 2026 22:12:30 EDT
 KV4161 ***********************************************************************
 KV4161  DESIGNATION -  NEWARK MUT BEN INS BLDG FLAG
 KV4161  PID         -  KV4161
 KV4161  STATE/COUNTY-  NJ/ESSEX
 KV4161  COUNTRY     -  US
 KV4161  USGS QUAD   -  ORANGE (2016)
 KV4161
 KV4161                         *CURRENT SURVEY CONTROL
 KV4161  ______________________________________________________________________
 KV4161* NAD 83(1996) POSITION- 40 45 40.45600(N) 074 10 08.95736(W)   ADJUSTED
 KV4161  ______________________________________________________________________
 KV4161  GEOID HEIGHT    -        -32.303 (meters)                     GEOID18
 KV4161  LAPLACE CORR    -          5.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4161.GEOID18 height accuracy estimate available here.
 KV4161
 KV4161.Click photographs - Photos may exist for this station.
 KV4161
 KV4161.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4161
 KV4161. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7012712584(NAD 83)
 KV4161
 KV4161                          SUPERSEDED SURVEY CONTROL
 KV4161
 KV4161  NAD 83(1996)-  40 45 40.45576(N)    074 10 08.95757(W) AD(       ) 3
 KV4161  NAD 83(1986)-  40 45 40.44977(N)    074 10 08.96026(W) AD(       ) 3
 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
 KV4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4161.See file dsdata.pdf to determine how the superseded data were derived.
 KV4161
 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 = JULY 24, 2026 22:12:30 EDT
 KV4693 ***********************************************************************
 KV4693  DESIGNATION -  NEWARK N J BELL TELE BLDG FLAG
 KV4693  PID         -  KV4693
 KV4693  STATE/COUNTY-  NJ/ESSEX
 KV4693  COUNTRY     -  US
 KV4693  USGS QUAD   -  ELIZABETH (2016)
 KV4693
 KV4693                         *CURRENT SURVEY CONTROL
 KV4693  ______________________________________________________________________
 KV4693* NAD 83(1996) POSITION- 40 44 35.14586(N) 074 10 07.57198(W)   ADJUSTED
 KV4693  ______________________________________________________________________
 KV4693  GEOID HEIGHT    -        -32.307 (meters)                     GEOID18
 KV4693  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4693.GEOID18 height accuracy estimate available here.
 KV4693
 KV4693.Click photographs - Photos may exist for this station.
 KV4693
 KV4693.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4693
 KV4693. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7017810571(NAD 83)
 KV4693
 KV4693                          SUPERSEDED SURVEY CONTROL
 KV4693
 KV4693  NAD 83(1996)-  40 44 35.14569(N)    074 10 07.57216(W) AD(       ) 3
 KV4693  NAD 83(1986)-  40 44 35.14226(N)    074 10 07.57452(W) AD(       ) 3
 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
 KV4693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4693.See file dsdata.pdf to determine how the superseded data were derived.
 KV4693
 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 = JULY 24, 2026 22:12:30 EDT
 KV4678 ***********************************************************************
 KV4678  DESIGNATION -  NEWARK NATL N AND E BANK FLAG
 KV4678  PID         -  KV4678
 KV4678  STATE/COUNTY-  NJ/ESSEX
 KV4678  COUNTRY     -  US
 KV4678  USGS QUAD   -  ELIZABETH (2016)
 KV4678
 KV4678                         *CURRENT SURVEY CONTROL
 KV4678  ______________________________________________________________________
 KV4678* NAD 83(1996) POSITION- 40 44 12.00905(N) 074 10 15.00847(W)   ADJUSTED
 KV4678  ______________________________________________________________________
 KV4678  GEOID HEIGHT    -        -32.313 (meters)                     GEOID18
 KV4678  LAPLACE CORR    -          5.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4678.GEOID18 height accuracy estimate available here.
 KV4678
 KV4678.Click photographs - Photos may exist for this station.
 KV4678
 KV4678.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4678
 KV4678. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7001109856(NAD 83)
 KV4678
 KV4678                          SUPERSEDED SURVEY CONTROL
 KV4678
 KV4678  NAD 83(1996)-  40 44 12.00889(N)    074 10 15.00865(W) AD(       ) 3
 KV4678  NAD 83(1986)-  40 44 12.00648(N)    074 10 15.01200(W) AD(       ) 3
 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
 KV4678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4678.See file dsdata.pdf to determine how the superseded data were derived.
 KV4678
 KV4678_MARKER: 62 = FLAGPOLE
 KV4678
 KV4678  HISTORY     - Date     Condition        Report By
 KV4678  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4678  HISTORY     - 1933     GOOD             USACE
 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 ARMY CORPS OF ENGINEERS 1933
 KV4678'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4141 ***********************************************************************
 KV4141  DESIGNATION -  NEWARK SACRED HEART CATH W TWR
 KV4141  PID         -  KV4141
 KV4141  STATE/COUNTY-  NJ/ESSEX
 KV4141  COUNTRY     -  US
 KV4141  USGS QUAD   -  ORANGE (2016)
 KV4141
 KV4141                         *CURRENT SURVEY CONTROL
 KV4141  ______________________________________________________________________
 KV4141* NAD 83(1996) POSITION- 40 45 16.31793(N) 074 10 43.59602(W)   ADJUSTED
 KV4141  ______________________________________________________________________
 KV4141  GEOID HEIGHT    -        -32.329 (meters)                     GEOID18
 KV4141  LAPLACE CORR    -          5.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4141.GEOID18 height accuracy estimate available here.
 KV4141
 KV4141.Click photographs - Photos may exist for this station.
 KV4141
 KV4141.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4141
 KV4141. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6932211832(NAD 83)
 KV4141
 KV4141                          SUPERSEDED SURVEY CONTROL
 KV4141
 KV4141  NAD 83(1996)-  40 45 16.31772(N)    074 10 43.59614(W) AD(       ) 3
 KV4141  NAD 83(1986)-  40 45 16.31529(N)    074 10 43.60120(W) AD(       ) 3
 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
 KV4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4141.See file dsdata.pdf to determine how the superseded data were derived.
 KV4141
 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 = JULY 24, 2026 22:12:30 EDT
 KV4142 ***********************************************************************
 KV4142  DESIGNATION -  NEWARK SACRED HEART CATH E TWR
 KV4142  PID         -  KV4142
 KV4142  STATE/COUNTY-  NJ/ESSEX
 KV4142  COUNTRY     -  US
 KV4142  USGS QUAD   -  ORANGE (2016)
 KV4142
 KV4142                         *CURRENT SURVEY CONTROL
 KV4142  ______________________________________________________________________
 KV4142* NAD 83(1996) POSITION- 40 45 15.97160(N) 074 10 42.45817(W)   ADJUSTED
 KV4142  ______________________________________________________________________
 KV4142  GEOID HEIGHT    -        -32.329 (meters)                     GEOID18
 KV4142  LAPLACE CORR    -          5.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4142.GEOID18 height accuracy estimate available here.
 KV4142
 KV4142.Click photographs - Photos may exist for this station.
 KV4142
 KV4142.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4142
 KV4142. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6934811822(NAD 83)
 KV4142
 KV4142                          SUPERSEDED SURVEY CONTROL
 KV4142
 KV4142  NAD 83(1996)-  40 45 15.97138(N)    074 10 42.45830(W) AD(       ) 3
 KV4142  NAD 83(1986)-  40 45 15.96895(N)    074 10 42.46333(W) AD(       ) 3
 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
 KV4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4142.See file dsdata.pdf to determine how the superseded data were derived.
 KV4142
 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 = JULY 24, 2026 22:12:30 EDT
 KV4771 ***********************************************************************
 KV4771  DESIGNATION -  NEWARK SEARS ROEBUCK FLAGPOLE
 KV4771  PID         -  KV4771
 KV4771  STATE/COUNTY-  NJ/ESSEX
 KV4771  COUNTRY     -  US
 KV4771  USGS QUAD   -  ELIZABETH (2016)
 KV4771
 KV4771                         *CURRENT SURVEY CONTROL
 KV4771  ______________________________________________________________________
 KV4771* NAD 83(1996) POSITION- 40 43 01.95422(N) 074 11 25.44107(W)   ADJUSTED
 KV4771  ______________________________________________________________________
 KV4771  GEOID HEIGHT    -        -32.369 (meters)                     GEOID18
 KV4771  LAPLACE CORR    -          5.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4771.GEOID18 height accuracy estimate available here.
 KV4771
 KV4771.Click photographs - Photos may exist for this station.
 KV4771
 KV4771.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4771
 KV4771. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6837907680(NAD 83)
 KV4771
 KV4771                          SUPERSEDED SURVEY CONTROL
 KV4771
 KV4771  NAD 83(1996)-  40 43 01.95408(N)    074 11 25.44128(W) AD(       ) 3
 KV4771  NAD 83(1986)-  40 43 01.95117(N)    074 11 25.44548(W) AD(       ) 3
 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
 KV4771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4771.See file dsdata.pdf to determine how the superseded data were derived.
 KV4771
 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 = JULY 24, 2026 22:12:30 EDT
 KV4756 ***********************************************************************
 KV4756  DESIGNATION -  NEWARK ST JAMES CATH CH SPIRE
 KV4756  PID         -  KV4756
 KV4756  STATE/COUNTY-  NJ/ESSEX
 KV4756  COUNTRY     -  US
 KV4756  USGS QUAD   -  ELIZABETH (2016)
 KV4756
 KV4756                         *CURRENT SURVEY CONTROL
 KV4756  ______________________________________________________________________
 KV4756* NAD 83(1996) POSITION- 40 43 43.41602(N) 074 09 44.20135(W)   ADJUSTED
 KV4756  ______________________________________________________________________
 KV4756  GEOID HEIGHT    -        -32.292 (meters)                     GEOID18
 KV4756  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4756.GEOID18 height accuracy estimate available here.
 KV4756
 KV4756.Click photographs - Photos may exist for this station.
 KV4756
 KV4756.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4756
 KV4756. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7074208981(NAD 83)
 KV4756
 KV4756                          SUPERSEDED SURVEY CONTROL
 KV4756
 KV4756  NAD 83(1996)-  40 43 43.41591(N)    074 09 44.20154(W) AD(       ) 3
 KV4756  NAD 83(1986)-  40 43 43.41409(N)    074 09 44.20466(W) AD(       ) 3
 KV4756  NAD 27      -  40 43 43.04900(N)    074 09 45.68500(W) AD(       ) 3
 KV4756  USSD        -  40 43 43.43700(N)    074 09 45.58100(W) AD(       ) 3
 KV4756
 KV4756.Superseded values are not recommended for survey control.
 KV4756
 KV4756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4756.See file dsdata.pdf to determine how the superseded data were derived.
 KV4756
 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 = JULY 24, 2026 22:12:30 EDT
 KV4761 ***********************************************************************
 KV4761  DESIGNATION -  NEWARK UNITED COLOR CHIM
 KV4761  PID         -  KV4761
 KV4761  STATE/COUNTY-  NJ/ESSEX
 KV4761  COUNTRY     -  US
 KV4761  USGS QUAD   -  ELIZABETH (2016)
 KV4761
 KV4761                         *CURRENT SURVEY CONTROL
 KV4761  ______________________________________________________________________
 KV4761* NAD 83(1996) POSITION- 40 41 26.37891(N) 074 11 49.75343(W)   ADJUSTED
 KV4761  ______________________________________________________________________
 KV4761  GEOID HEIGHT    -        -32.391 (meters)                     GEOID18
 KV4761  LAPLACE CORR    -          5.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4761.GEOID18 height accuracy estimate available here.
 KV4761
 KV4761.Click photographs - Photos may exist for this station.
 KV4761
 KV4761.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4761
 KV4761. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6783504728(NAD 83)
 KV4761
 KV4761                          SUPERSEDED SURVEY CONTROL
 KV4761
 KV4761  NAD 83(1996)-  40 41 26.37877(N)    074 11 49.75339(W) AD(       ) 3
 KV4761  NAD 83(1986)-  40 41 26.37618(N)    074 11 49.75515(W) AD(       ) 3
 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
 KV4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4761.See file dsdata.pdf to determine how the superseded data were derived.
 KV4761
 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 = JULY 24, 2026 22:12:30 EDT
 DS3028 ***********************************************************************
 DS3028  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3028  DESIGNATION -  NEWB
 DS3028  PID         -  DS3028
 DS3028  STATE/COUNTY-  NJ/HUDSON
 DS3028  COUNTRY     -  US
 DS3028  USGS QUAD   -  ELIZABETH (2016)
 DS3028
 DS3028                         *CURRENT SURVEY CONTROL
 DS3028  ______________________________________________________________________
 DS3028* NAD 83(2011) POSITION- 40 39 34.54493(N) 074 08 55.55962(W)   ADJUSTED
 DS3028* NAD 83(2011) ELLIP HT-   -29.690 (meters)        (11/22/24)   ADJUSTED
 DS3028* NAD 83(2011) EPOCH   -  2010.00
 DS3028* NAVD 88 ORTHO HEIGHT -     2.58  (meters)        8.5   (feet) GPS OBS
 DS3028  ______________________________________________________________________
 DS3028  GEOID HEIGHT    -        -32.258 (meters)                     GEOID18
 DS3028  NAD 83(2011) X  -  1,323,443.518 (meters)                     COMP
 DS3028  NAD 83(2011) Y  - -4,661,037.904 (meters)                     COMP
 DS3028  NAD 83(2011) Z  -  4,133,800.749 (meters)                     COMP
 DS3028  LAPLACE CORR    -          5.55  (seconds)                    DEFLEC18
 DS3028
 DS3028  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3028  Standards:
 DS3028         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3028            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3028  -------------------------------------------------------------------
 DS3028  NETWORK    0.51   0.82           0.22   0.19   0.42     -0.17393699
 DS3028  -------------------------------------------------------------------
 DS3028  Click here for local accuracies and other accuracy information.
 DS3028
 DS3028.The horizontal coordinates were established by GPS observations
 DS3028.and adjusted by the MCKIM AND CREED in November 2024.
 DS3028
 DS3028.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3028.been affixed to the stable North American tectonic plate. See 
 DS3028.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3028
 DS3028.The horizontal coordinates are valid at the epoch date displayed above
 DS3028.which is a decimal equivalence of Year/Month/Day.
 DS3028
 DS3028.The orthometric height was determined by GPS observations and a
 DS3028.high-resolution geoid model using precise GPS observation and
 DS3028.processing techniques.
 DS3028
 DS3028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3028.GEOID18 height accuracy estimate available here.
 DS3028
 DS3028.Click photographs - Photos may exist for this station.
 DS3028
 DS3028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3028
 DS3028.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3028
 DS3028.The ellipsoidal height was determined by GPS observations
 DS3028.and is referenced to NAD 83.
 DS3028
 DS3028. The following values were computed from the NAD 83(2011) position.
 DS3028
 DS3028;                    North         East     Units Scale Factor Converg.
 DS3028;SPC NJ       -   202,808.562   179,699.659   MT  0.99991085   +0 13 43.9
 DS3028;SPC NJ       -   665,381.09    589,564.63   sFT  0.99991085   +0 13 43.9
 DS3028;UTM  18      - 4,501,318.381   571,957.488   MT  0.99966373   +0 33 16.8
 DS3028
 DS3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3028!SPC NJ       -   1.00000466  x   0.99991085  =   0.99991551
 DS3028!UTM  18      -   1.00000466  x   0.99966373  =   0.99966839
 DS3028
 DS3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7195701318(NAD 83)
 DS3028
 DS3028                          SUPERSEDED SURVEY CONTROL
 DS3028
 DS3028.No superseded survey control is available for this station.
 DS3028
 DS3028_MARKER: DD = SURVEY DISK
 DS3028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3028_SP_SET: CONCRETE WHARF
 DS3028_STAMPING: NEWARK BAY 2024
 DS3028_MARK LOGO: USACE
 DS3028_PROJECTION: FLUSH
 DS3028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3028+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2024
 DS3028
 DS3028  HISTORY     - Date     Condition        Report By
 DS3028  HISTORY     - 20240912 MONUMENTED       USACE
 DS3028
 DS3028                          STATION DESCRIPTION
 DS3028
 DS3028'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3028'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF ROSELLE, 6.0 MI (9.7
 DS3028'KM) SOUTHWEST OF JERSEY CITY AND 3.3 MI (5.3 KM) EAST OF ELIZABETH.
 DS3028'
 DS3028'MCLESTER ST AND TRIPOLI ST, FOLLOW TRIPOLI ST AROUND TO THE RIGHT TO
 DS3028'GET TO APM TERMINAL ENTRANCE.  USE SECURITY ESCORT TO GET TO
 DS3028'"TURNTABLE" 5080 MCLESTER ST, ELIZABETH, NJ 07021.
 DS3028'
 DS3028'A NEW USACE DISC SET IN CONCRETE - 5.7 FT (1.7 M) WEST OF EDGE OF
 DS3028'DOCK, 33.5 FT (10.2 M) NORTH OF CORNER BOLLARD AND APPROXIMATELY 70 FT
 DS3028'(21.3 M) SOUTH OF BOLLARD ALONG DOCK EDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3227 ***********************************************************************
 JU3227  DESIGNATION -  NEWFIELD RESET
 JU3227  PID         -  JU3227
 JU3227  STATE/COUNTY-  NJ/GLOUCESTER
 JU3227  COUNTRY     -  US
 JU3227  USGS QUAD   -  NEWFIELD (2019)
 JU3227
 JU3227                         *CURRENT SURVEY CONTROL
 JU3227  ______________________________________________________________________
 JU3227* NAD 83(1996) POSITION- 39 32 13.86805(N) 075 00 14.90918(W)   ADJUSTED
 JU3227* NAVD 88 ORTHO HEIGHT -    43.    (meters)      141.    (feet) SCALED
 JU3227  ______________________________________________________________________
 JU3227  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 JU3227  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3227.GEOID18 height accuracy estimate available here.
 JU3227
 JU3227.Click photographs - Photos may exist for this station.
 JU3227
 JU3227.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3227
 JU3227. The following values were computed from the NAD 83(1996) position.
 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  =   0.99992170
 JU3227!UTM  18      -   0.99999859  x   0.99960000  =   0.99959860
 JU3227
 JU3227:                Primary Azimuth Mark                     Grid Az
 JU3227:SPC NJ       -  RICHLAND RESET                           112 49 47.7
 JU3227:UTM  18      -  RICHLAND RESET                           112 30 41.8
 JU3227
 JU3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9964476391(NAD 83)
 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
 JU3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3227.See file dsdata.pdf to determine how the superseded data were derived.
 JU3227
 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 = JULY 24, 2026 22:12:30 EDT
 JU3111 ***********************************************************************
 JU3111  DESIGNATION -  NEWTON
 JU3111  PID         -  JU3111
 JU3111  STATE/COUNTY-  NJ/CAMDEN
 JU3111  COUNTRY     -  US
 JU3111  USGS QUAD   -  CAMDEN (2019)
 JU3111
 JU3111                         *CURRENT SURVEY CONTROL
 JU3111  ______________________________________________________________________
 JU3111* NAD 83(1996) POSITION- 39 54 27.90778(N) 075 07 30.67953(W)   ADJUSTED
 JU3111* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3111  ______________________________________________________________________
 JU3111  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 JU3111  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3111.GEOID18 height accuracy estimate available here.
 JU3111
 JU3111.Click photographs - Photos may exist for this station.
 JU3111
 JU3111.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3111
 JU3111. The following values were computed from the NAD 83(1996) position.
 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 MC ANDREWS FORBES CHIM            358 34 11.1
 JU3111:SPC PA S     -  CAMDEN MC ANDREWS FORBES CHIM            356 27 56.4
 JU3111:UTM  18      -  CAMDEN MC ANDREWS FORBES CHIM            358 14 56.2
 JU3111
 JU3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8929917526(NAD 83)
 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
 JU3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3111.See file dsdata.pdf to determine how the superseded data were derived.
 JU3111
 JU3111_MARKER: DD = SURVEY DISK
 JU3111_SETTING: 0 = UNSPECIFIED SETTING
 JU3111
 JU3111  HISTORY     - Date     Condition        Report By
 JU3111  HISTORY     - 1925     MONUMENTED       USACE
 JU3111  HISTORY     - 1933     GOOD             CGS
 JU3111  HISTORY     - 1946     GOOD             CGS
 JU3111
 JU3111                          STATION DESCRIPTION
 JU3111
 JU3111'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3117 ***********************************************************************
 JU3117  DESIGNATION -  NEWTON ECCENTRIC
 JU3117  PID         -  JU3117
 JU3117  STATE/COUNTY-  NJ/CAMDEN
 JU3117  COUNTRY     -  US
 JU3117  USGS QUAD   -  CAMDEN (2019)
 JU3117
 JU3117                         *CURRENT SURVEY CONTROL
 JU3117  ______________________________________________________________________
 JU3117* NAD 83(1996) POSITION- 39 54 28.36798(N) 075 07 29.93839(W)   ADJUSTED
 JU3117* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3117  ______________________________________________________________________
 JU3117  GEOID HEIGHT    -        -32.880 (meters)                     GEOID18
 JU3117  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3117.GEOID18 height accuracy estimate available here.
 JU3117
 JU3117.Click photographs - Photos may exist for this station.
 JU3117
 JU3117.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3117
 JU3117. The following values were computed from the NAD 83(1996) position.
 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       -  PHILADELPHIA PUBLICKER TANK              281 26 50.8
 JU3117:SPC PA S     -  PHILADELPHIA PUBLICKER TANK              279 20 36.2
 JU3117:UTM  18      -  PHILADELPHIA PUBLICKER TANK              281 07 36.0
 JU3117
 JU3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8931717540(NAD 83)
 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
 JU3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3117.See file dsdata.pdf to determine how the superseded data were derived.
 JU3117
 JU3117_MARKER: DS = TRIANGULATION STATION DISK
 JU3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3117_MARK LOGO: CGS
 JU3117_PROJECTION: FLUSH
 JU3117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3117+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 LY2628 ***********************************************************************
 LY2628  DESIGNATION -  NEWTON MUNICIPAL TANK
 LY2628  PID         -  LY2628
 LY2628  STATE/COUNTY-  NJ/SUSSEX
 LY2628  COUNTRY     -  US
 LY2628  USGS QUAD   -  NEWTON WEST (2019)
 LY2628
 LY2628                         *CURRENT SURVEY CONTROL
 LY2628  ______________________________________________________________________
 LY2628* NAD 83(1996) POSITION- 41 03 19.89101(N) 074 45 50.44533(W)   ADJUSTED
 LY2628  ______________________________________________________________________
 LY2628  GEOID HEIGHT    -        -32.779 (meters)                     GEOID18
 LY2628  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2628.GEOID18 height accuracy estimate available here.
 LY2628
 LY2628.Click photographs - Photos may exist for this station.
 LY2628
 LY2628.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2628
 LY2628. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1983044947(NAD 83)
 LY2628
 LY2628                          SUPERSEDED SURVEY CONTROL
 LY2628
 LY2628  NAD 83(1996)-  41 03 19.89013(N)    074 45 50.44584(W) AD(       ) 3
 LY2628  NAD 83(1986)-  41 03 19.89024(N)    074 45 50.44553(W) AD(       ) 3
 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
 LY2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2628.See file dsdata.pdf to determine how the superseded data were derived.
 LY2628
 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 = JULY 24, 2026 22:12:30 EDT
 KV5823 ***********************************************************************
 KV5823  DESIGNATION -  NEWTON PRESB CHURCH SPIRE
 KV5823  PID         -  KV5823
 KV5823  STATE/COUNTY-  NJ/SUSSEX
 KV5823  COUNTRY     -  US
 KV5823  USGS QUAD   -  TRANQUILITY (2016)
 KV5823
 KV5823                         *CURRENT SURVEY CONTROL
 KV5823  ______________________________________________________________________
 KV5823* NAD 83(1996) POSITION- 40 59 44.91283(N) 074 51 36.46175(W)   ADJUSTED
 KV5823  ______________________________________________________________________
 KV5823  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 KV5823  LAPLACE CORR    -          2.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5823.GEOID18 height accuracy estimate available here.
 KV5823
 KV5823.Click photographs - Photos may exist for this station.
 KV5823
 KV5823.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5823
 KV5823. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1176438301(NAD 83)
 KV5823
 KV5823                          SUPERSEDED SURVEY CONTROL
 KV5823
 KV5823  NAD 83(1986)-  40 59 44.91085(N)    074 51 36.46259(W) AD(       ) 3
 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
 KV5823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5823.See file dsdata.pdf to determine how the superseded data were derived.
 KV5823
 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 = JULY 24, 2026 22:12:30 EDT
 LY2629 ***********************************************************************
 LY2629  DESIGNATION -  NEWTON PRESBYTERIAN CH SPIRE
 LY2629  PID         -  LY2629
 LY2629  STATE/COUNTY-  NJ/SUSSEX
 LY2629  COUNTRY     -  US
 LY2629  USGS QUAD   -  NEWTON WEST (2019)
 LY2629
 LY2629                         *CURRENT SURVEY CONTROL
 LY2629  ______________________________________________________________________
 LY2629* NAD 83(1996) POSITION- 41 03 27.40676(N) 074 45 17.10659(W)   ADJUSTED
 LY2629  ______________________________________________________________________
 LY2629  GEOID HEIGHT    -        -32.769 (meters)                     GEOID18
 LY2629  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2629.GEOID18 height accuracy estimate available here.
 LY2629
 LY2629.Click photographs - Photos may exist for this station.
 LY2629
 LY2629.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2629
 LY2629. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2060745181(NAD 83)
 LY2629
 LY2629                          SUPERSEDED SURVEY CONTROL
 LY2629
 LY2629  NAD 83(1996)-  41 03 27.40635(N)    074 45 17.10707(W) AD(       ) 3
 LY2629  NAD 83(1986)-  41 03 27.40647(N)    074 45 17.10673(W) AD(       ) 3
 LY2629  NAD 27      -  41 03 27.06100(N)    074 45 18.54500(W) AD(       ) 3
 LY2629  USSD        -  41 03 27.42000(N)    074 45 18.46400(W) AD(       ) 3
 LY2629
 LY2629.Superseded values are not recommended for survey control.
 LY2629
 LY2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2629.See file dsdata.pdf to determine how the superseded data were derived.
 LY2629
 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 = JULY 24, 2026 22:12:30 EDT
 LY2626 ***********************************************************************
 LY2626  DESIGNATION -  NEWTON STATE POLICE RADIO MAST
 LY2626  PID         -  LY2626
 LY2626  STATE/COUNTY-  NJ/SUSSEX
 LY2626  COUNTRY     -  US
 LY2626  USGS QUAD   -  NEWTON WEST (2019)
 LY2626
 LY2626                         *CURRENT SURVEY CONTROL
 LY2626  ______________________________________________________________________
 LY2626* NAD 83(1996) POSITION- 41 01 57.60993(N) 074 48 21.11848(W)   ADJUSTED
 LY2626  ______________________________________________________________________
 LY2626  GEOID HEIGHT    -        -32.855 (meters)                     GEOID18
 LY2626  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2626.GEOID18 height accuracy estimate available here.
 LY2626
 LY2626.Click photographs - Photos may exist for this station.
 LY2626
 LY2626.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2626
 LY2626. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1631842401(NAD 83)
 LY2626
 LY2626                          SUPERSEDED SURVEY CONTROL
 LY2626
 LY2626  NAD 83(1996)-  41 01 57.60892(N)    074 48 21.11983(W) AD(       ) 3
 LY2626  NAD 83(1986)-  41 01 57.60882(N)    074 48 21.11986(W) AD(       ) 3
 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
 LY2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2626.See file dsdata.pdf to determine how the superseded data were derived.
 LY2626
 LY2626_MARKER: 42 = RADIO/TV MAST
 LY2626
 LY2626  HISTORY     - Date     Condition        Report By
 LY2626  HISTORY     - 1942     FIRST OBSERVED   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 = JULY 24, 2026 22:12:30 EDT
 JU2955 ***********************************************************************
 JU2955  DESIGNATION -  NIC
 JU2955  PID         -  JU2955
 JU2955  STATE/COUNTY-  NJ/CAPE MAY
 JU2955  COUNTRY     -  US
 JU2955  USGS QUAD   -  STONE HARBOR (2019)
 JU2955
 JU2955                         *CURRENT SURVEY CONTROL
 JU2955  ______________________________________________________________________
 JU2955* NAD 83(1996) POSITION- 39 03 41.44646(N) 074 47 44.06450(W)   ADJUSTED
 JU2955* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2955  ______________________________________________________________________
 JU2955  GEOID HEIGHT    -        -35.279 (meters)                     GEOID18
 JU2955  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2955.GEOID18 height accuracy estimate available here.
 JU2955
 JU2955.Click photographs - Photos may exist for this station.
 JU2955
 JU2955.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2955
 JU2955. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000560  x   0.99990805  =   0.99991365
 JU2955!UTM  18      -   1.00000560  x   0.99960385  =   0.99960945
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1768623622(NAD 83)
 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
 JU2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2955.See file dsdata.pdf to determine how the superseded data were derived.
 JU2955
 JU2955_MARKER: DS = TRIANGULATION STATION DISK
 JU2955_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = JULY 24, 2026 22:12:30 EDT
 JU4277 ***********************************************************************
 JU4277  DESIGNATION -  NIKE ANTENNA 1
 JU4277  PID         -  JU4277
 JU4277  STATE/COUNTY-  NJ/ATLANTIC
 JU4277  COUNTRY     -  US
 JU4277  USGS QUAD   -  PLEASANTVILLE (2019)
 JU4277
 JU4277                         *CURRENT SURVEY CONTROL
 JU4277  ______________________________________________________________________
 JU4277* NAD 83(1996) POSITION- 39 27 29.51224(N) 074 33 34.75192(W)   ADJUSTED
 JU4277* NAVD 88 ORTHO HEIGHT -    25.4   (meters)       83.    (feet) VERTCON3
 JU4277  ______________________________________________________________________
 JU4277  GEOID HEIGHT    -        -33.876 (meters)                     GEOID18
 JU4277  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4277.GEOID18 height accuracy estimate available here.
 JU4277
 JU4277.Click photographs - Photos may exist for this station.
 JU4277
 JU4277.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4277
 JU4277. The following values were computed from the NAD 83(1996) position.
 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  =   0.99961900
 JU4277
 JU4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3788367717(NAD 83)
 JU4277
 JU4277                          SUPERSEDED SURVEY CONTROL
 JU4277
 JU4277  NAD 83(1992)-  39 27 29.51250(N)    074 33 34.75596(W) AD(       ) 2
 JU4277
 JU4277.Superseded values are not recommended for survey control.
 JU4277
 JU4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4277.See file dsdata.pdf to determine how the superseded data were derived.
 JU4277
 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 = JULY 24, 2026 22:12:30 EDT
 KV5697 ***********************************************************************
 KV5697  DESIGNATION -  NIRA USE 1935
 KV5697  PID         -  KV5697
 KV5697  STATE/COUNTY-  NJ/BURLINGTON
 KV5697  COUNTRY     -  US
 KV5697  USGS QUAD   -  BEVERLY (2016)
 KV5697
 KV5697                         *CURRENT SURVEY CONTROL
 KV5697  ______________________________________________________________________
 KV5697* NAD 83(1996) POSITION- 40 04 02.91044(N) 074 55 39.31550(W)   ADJUSTED
 KV5697* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5697  ______________________________________________________________________
 KV5697  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 KV5697  LAPLACE CORR    -          2.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5697.GEOID18 height accuracy estimate available here.
 KV5697
 KV5697.Click photographs - Photos may exist for this station.
 KV5697
 KV5697.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5697
 KV5697. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000475  x   0.99991637  =   0.99992111
 KV5697!SPC PA S     -   1.00000475  x   0.99998173  =   0.99998647
 KV5697!UTM  18      -   1.00000475  x   0.99960047  =   0.99960521
 KV5697
 KV5697:                Primary Azimuth Mark                     Grid Az
 KV5697:SPC NJ       -  ENTERPRISE 2                             277 05 07.2
 KV5697:SPC PA S     -  ENTERPRISE 2                             274 58 44.1
 KV5697:UTM  18      -  ENTERPRISE 2                             276 45 48.5
 KV5697
 KV5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0617535248(NAD 83)
 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
 KV5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5697.See file dsdata.pdf to determine how the superseded data were derived.
 KV5697
 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       USACE
 KV5697  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5697
 KV5697                          STATION DESCRIPTION
 KV5697
 KV5697'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU2982 ***********************************************************************
 JU2982  DESIGNATION -  NJ 105
 JU2982  PID         -  JU2982
 JU2982  STATE/COUNTY-  NJ/BURLINGTON
 JU2982  COUNTRY     -  US
 JU2982  USGS QUAD   -  BROWNS MILLS (2019)
 JU2982
 JU2982                         *CURRENT SURVEY CONTROL
 JU2982  ______________________________________________________________________
 JU2982* NAD 83(1996) POSITION- 39 53 06.52001(N) 074 34 03.83734(W)   ADJUSTED
 JU2982* NAVD 88 ORTHO HEIGHT -    46.    (meters)      151.    (feet) SCALED
 JU2982  ______________________________________________________________________
 JU2982  GEOID HEIGHT    -        -32.786 (meters)                     GEOID18
 JU2982  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2982.GEOID18 height accuracy estimate available here.
 JU2982
 JU2982.Click photographs - Photos may exist for this station.
 JU2982
 JU2982.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2982
 JU2982. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999799  x   0.99990041  =   0.99989840
 JU2982!UTM  18      -   0.99999799  x   0.99961682  =   0.99961481
 JU2982
 JU2982:                Primary Azimuth Mark                     Grid Az
 JU2982:SPC NJ       -  NJ 105 AZ MK                             126 49 01.9
 JU2982:UTM  18      -  NJ 105 AZ MK                             126 29 47.6
 JU2982
 JU2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3696015098(NAD 83)
 JU2982
 JU2982|---------------------------------------------------------------------|
 JU2982| PID    Reference Object                     Distance      Geod. Az  |
 JU2982|                                                           dddmmss.s |
 JU2982| CB2316 NJ 105 AZ MK                                       1264625.5 |
 JU2982| CB2317 NJ 105 RM 1                          37.418 METERS 19937     |
 JU2982| JU2983 STATE COLONY TALL SMOKE STACK       APPROX. 1.2 KM 2735018.8 |
 JU2982| CB2318 NJ 105 RM 2                          24.865 METERS 30510     |
 JU2982| JU2990 PEMBERTON WATER TANK                APPROX.14.1 KM 3142814.6 |
 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
 JU2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2982.See file dsdata.pdf to determine how the superseded data were derived.
 JU2982
 JU2982_MARKER: DS = TRIANGULATION STATION DISK
 JU2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2982_STAMPING: NJ 105 1935
 JU2982_MARK LOGO: CGS
 JU2982_PROJECTION: FLUSH
 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 - January 02, 2015
 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  HISTORY     - 20150102 GOOD             GEOCAC
 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
 JU2982
 JU2982                          STATION RECOVERY (2015)
 JU2982
 JU2982'RECOVERY NOTE BY GEOCACHING 2015 (NJS)
 JU2982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5408 ***********************************************************************
 KV5408  DESIGNATION -  NJ 3251
 KV5408  PID         -  KV5408
 KV5408  STATE/COUNTY-  NJ/MONMOUTH
 KV5408  COUNTRY     -  US
 KV5408  USGS QUAD   -  FREEHOLD (2019)
 KV5408
 KV5408                         *CURRENT SURVEY CONTROL
 KV5408  ______________________________________________________________________
 KV5408* NAD 83(1996) POSITION- 40 15 12.83813(N) 074 20 30.51047(W)   ADJUSTED
 KV5408* NAVD 88 ORTHO HEIGHT -    45.    (meters)      148.    (feet) SCALED
 KV5408  ______________________________________________________________________
 KV5408  GEOID HEIGHT    -        -32.367 (meters)                     GEOID18
 KV5408  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5408.GEOID18 height accuracy estimate available here.
 KV5408
 KV5408.Click photographs - Photos may exist for this station.
 KV5408
 KV5408.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5408
 KV5408. The following values were computed from the NAD 83(1996) position.
 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  =   0.99963664
 KV5408
 KV5408:                Primary Azimuth Mark                     Grid Az
 KV5408:SPC NJ       -  3250                                     265 05 57.9
 KV5408:UTM  18      -  3250                                     264 46 34.8
 KV5408
 KV5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5597456108(NAD 83)
 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
 KV5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5408.See file dsdata.pdf to determine how the superseded data were derived.
 KV5408
 KV5408_MARKER: DE = TRAVERSE STATION DISK
 KV5408_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5307 ***********************************************************************
 KV5307  DESIGNATION -  NJ 5229
 KV5307  PID         -  KV5307
 KV5307  STATE/COUNTY-  NJ/OCEAN
 KV5307  COUNTRY     -  US
 KV5307  USGS QUAD   -  CASSVILLE (2019)
 KV5307
 KV5307                         *CURRENT SURVEY CONTROL
 KV5307  ______________________________________________________________________
 KV5307* NAD 83(1996) POSITION- 40 06 20.35549(N) 074 22 54.75916(W)   ADJUSTED
 KV5307* NAVD 88 ORTHO HEIGHT -    49.    (meters)      161.    (feet) SCALED
 KV5307  ______________________________________________________________________
 KV5307  GEOID HEIGHT    -        -32.496 (meters)                     GEOID18
 KV5307  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5307.GEOID18 height accuracy estimate available here.
 KV5307
 KV5307.Click photographs - Photos may exist for this station.
 KV5307
 KV5307.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5307
 KV5307. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5307:SPC NJ       -  5228                                     253 58 55.9
 KV5307:UTM  18      -  5228                                     253 39 36.3
 KV5307
 KV5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5268139666(NAD 83)
 KV5307
 KV5307|---------------------------------------------------------------------|
 KV5307| PID    Reference Object                     Distance      Geod. Az  |
 KV5307|                                                           dddmmss.s |
 KV5307| CB5413 NJ 5229 RM 1                         17.774 METERS 03154     |
 KV5307| CF3186 NJ 5229 RM 2                         19.682 METERS 11908     |
 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
 KV5307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5307.See file dsdata.pdf to determine how the superseded data were derived.
 KV5307
 KV5307_MARKER: DE = TRAVERSE STATION DISK
 KV5307_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 CB5413 ***********************************************************************
 CB5413  DESIGNATION -  NJ 5229 RM 1
 CB5413  PID         -  CB5413
 CB5413  STATE/COUNTY-  NJ/OCEAN
 CB5413  COUNTRY     -  US
 CB5413  USGS QUAD   -  CASSVILLE (2019)
 CB5413
 CB5413                         *CURRENT SURVEY CONTROL
 CB5413  ______________________________________________________________________
 CB5413* NAD 83(2011) POSITION- 40 06 20.84062(N) 074 22 54.35903(W)   ADJUSTED
 CB5413* NAD 83(2011) ELLIP HT-    16.529 (meters)        (06/27/12)   ADJUSTED
 CB5413* NAD 83(2011) EPOCH   -  2010.00
 CB5413* NAVD 88 ORTHO HEIGHT -    49.0   (meters)      161.    (feet) GPS OBS
 CB5413  ______________________________________________________________________
 CB5413  NAVD 88 orthometric height was determined with geoid model    GEOID99
 CB5413  GEOID HEIGHT    -        -32.477 (meters)                     GEOID99
 CB5413  GEOID HEIGHT    -        -32.496 (meters)                     GEOID18
 CB5413  NAD 83(2011) X  -  1,315,214.062 (meters)                     COMP
 CB5413  NAD 83(2011) Y  - -4,704,786.405 (meters)                     COMP
 CB5413  NAD 83(2011) Z  -  4,086,987.476 (meters)                     COMP
 CB5413  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 CB5413
 CB5413  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CB5413  Standards:
 CB5413         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CB5413            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CB5413  -------------------------------------------------------------------
 CB5413  NETWORK    0.64   1.02           0.29   0.22   0.52      0.21031157
 CB5413  -------------------------------------------------------------------
 CB5413  Click here for local accuracies and other accuracy information.
 CB5413
 CB5413.The horizontal coordinates were established by GPS observations
 CB5413.and adjusted by the National Geodetic Survey in June 2012.
 CB5413
 CB5413.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CB5413.been affixed to the stable North American tectonic plate. See 
 CB5413.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CB5413
 CB5413.The horizontal coordinates are valid at the epoch date displayed above
 CB5413.which is a decimal equivalence of Year/Month/Day.
 CB5413
 CB5413.The orthometric height was determined by GPS observations and a
 CB5413.high-resolution geoid model.
 CB5413
 CB5413.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB5413.GEOID18 height accuracy estimate available here.
 CB5413
 CB5413.Click photographs - Photos may exist for this station.
 CB5413
 CB5413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CB5413
 CB5413.The Laplace correction was computed from DEFLEC18 derived deflections.
 CB5413
 CB5413.The ellipsoidal height was determined by GPS observations
 CB5413.and is referenced to NAD 83.
 CB5413
 CB5413. The following values were computed from the NAD 83(2011) position.
 CB5413
 CB5413;                    North         East     Units Scale Factor Converg.
 CB5413;SPC NJ       -   141,266.290   160,079.819   MT  0.99990125   +0 04 34.2
 CB5413;SPC NJ       -   463,471.15    525,195.21   sFT  0.99990125   +0 04 34.2
 CB5413;UTM  18      - 4,439,682.010   552,690.883   MT  0.99963418   +0 23 53.8
 CB5413
 CB5413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB5413!SPC NJ       -   0.99999741  x   0.99990125  =   0.99989866
 CB5413!UTM  18      -   0.99999741  x   0.99963418  =   0.99963159
 CB5413
 CB5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5269039682(NAD 83)
 CB5413
 CB5413                          SUPERSEDED SURVEY CONTROL
 CB5413
 CB5413  NAD 83(2007)-  40 06 20.84116(N)    074 22 54.35958(W) AD(2002.00) 0
 CB5413  ELLIP H (02/10/07)   16.537  (m)                       GP(2002.00)    
 CB5413  NAD 83(1996)-  40 06 20.84104(N)    074 22 54.36004(W) AD(       ) 1
 CB5413  ELLIP H (04/17/03)   16.566  (m)                       GP(       ) 3 1
 CB5413
 CB5413.Superseded values are not recommended for survey control.
 CB5413
 CB5413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB5413.See file dsdata.pdf to determine how the superseded data were derived.
 CB5413
 CB5413_MARKER: DR = REFERENCE MARK DISK
 CB5413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB5413_STAMPING: NJ NO 1 5229 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 NOT SUITABLE FOR
 CB5413+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2021
 CB5413
 CB5413  HISTORY     - Date     Condition        Report By
 CB5413  HISTORY     - 1934     MONUMENTED       NJGS
 CB5413  HISTORY     - 20020202 GOOD             NJGS
 CB5413  HISTORY     - 20060517 GOOD             AASCO
 CB5413  HISTORY     - 20171122 GOOD             AAAS
 CB5413  HISTORY     - 20190807 GOOD             NJGS
 CB5413  HISTORY     - 20210708 GOOD             NJGS
 CB5413  HISTORY     - 20210729 GOOD             NJGS
 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 KNOWN AS VETERANS HIGHWAY.
 CB5413'
 CB5413'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS 528 AND 571
 CB5413'IN CASSVILLE, GO EAST ON COUNTY ROAD 528 FOR 0.25 MI 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 HALF STORY FRAME DWELLING.
 CB5413'
 CB5413'THE STATION IS ALSO NORTH AND ACROSS THE ROAD FROM A SINGLE STORY
 CB5413'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 500, 19.7 M SOUTH SOUTHWEST FROM WOOD UTILITY POLE
 CB5413'NUMBER JC1409JK, 16.8 M NORTH FROM THE CENTERLINE OF COUNTY ROAD 528,
 CB5413'32.3 M NORTH NORTHEAST AND ACROSS THE ROAD FROM WOOD UTILITY POLE
 CB5413'NUMBER JC 1410 JK, AND 29.5 M NORTHWEST AND ACROSS THE ROAD FROM WOOD
 CB5413'UTILITY POLE NUMBER JC 1408 JK.
 CB5413'
 CB5413'THE STATION IS IN RANGE WITH THE WEST WALL OF THE BANK BUILDING.
 CB5413
 CB5413                          STATION RECOVERY (2006)
 CB5413
 CB5413'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 CB5413'RECOVERED IN GOOD CONDITION.
 CB5413
 CB5413                          STATION RECOVERY (2017)
 CB5413
 CB5413'RECOVERY NOTE BY ARORA AND ASSOCIATES 2017 (FAC)
 CB5413'THE FORMER SINGLE STORY BUILDING FOR THE HUDSON UNITED BANK HAS BEEN
 CB5413'CONVERTED INTO SEPARATE PROFESSIONAL OFFICES, NOW CALLED JACKSON
 CB5413'VILLAGE SQUARE, CONTAINING THE OFFICES OF FARMERS INSURANCE COMPANY
 CB5413'AND SPLENDID SMILES FAMILY DENTISTRY.
 CB5413
 CB5413                          STATION RECOVERY (2019)
 CB5413
 CB5413'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 CB5413'RECOVERED IN GOOD CONDITION.
 CB5413
 CB5413                          STATION RECOVERY (2021)
 CB5413
 CB5413'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 CB5413'RECOVERED IN GOOD CONDITION.
 CB5413
 CB5413                          STATION RECOVERY (2021)
 CB5413
 CB5413'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 CB5413'GPS OCCUPATION DID NOT MEET OPUS STANDARDS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3980 ***********************************************************************
 JU3980  DESIGNATION -  NJ DE REFERENCE 1
 JU3980  PID         -  JU3980
 JU3980  STATE/COUNTY-  NJ/GLOUCESTER
 JU3980  COUNTRY     -  US
 JU3980  USGS QUAD   -  MARCUS HOOK (2019)
 JU3980
 JU3980                         *CURRENT SURVEY CONTROL
 JU3980  ______________________________________________________________________
 JU3980* NAD 83(1996) POSITION- 39 47 42.26327(N) 075 24 16.80815(W)   ADJUSTED
 JU3980* NAD 83(1996) ELLIP HT-   -29.814 (meters)        (09/01/99)   ADJUSTED
 JU3980* NAVD 88 ORTHO HEIGHT -     3.0   (meters)       10.    (feet) VERTCON3
 JU3980  ______________________________________________________________________
 JU3980  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 JU3980  NAD 83(1996) X  -  1,236,587.744 (meters)                     COMP
 JU3980  NAD 83(1996) Y  - -4,748,919.875 (meters)                     COMP
 JU3980  NAD 83(1996) Z  -  4,060,510.121 (meters)                     COMP
 JU3980  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3980.GEOID18 height accuracy estimate available here.
 JU3980
 JU3980.Click photographs - Photos may exist for this station.
 JU3980
 JU3980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3980
 JU3980.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3980
 JU3980.The ellipsoidal height was determined by GPS observations
 JU3980.and is referenced to NAD 83.
 JU3980
 JU3980. The following values were computed from the NAD 83(1996) position.
 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 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 PA S     -   1.00000468  x   1.00002450  =   1.00002918
 JU3980!UTM  18      -   1.00000468  x   0.99961478  =   0.99961946
 JU3980
 JU3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6535405091(NAD 83)
 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)  RAPSU86  model used  GPS OBS        
 JU3980
 JU3980.Superseded values are not recommended for survey control.
 JU3980
 JU3980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3980.See file dsdata.pdf to determine how the superseded data were derived.
 JU3980
 JU3980_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3980_STAMPING: DEL NJ REF 1 1986
 JU3980_MARK LOGO: NGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU3982 ***********************************************************************
 JU3982  DESIGNATION -  NJ DE REFERENCE 3
 JU3982  PID         -  JU3982
 JU3982  STATE/COUNTY-  NJ/SALEM
 JU3982  COUNTRY     -  US
 JU3982  USGS QUAD   -  DELAWARE CITY (2016)
 JU3982
 JU3982                         *CURRENT SURVEY CONTROL
 JU3982  ______________________________________________________________________
 JU3982* NAD 83(1996) POSITION- 39 34 41.23411(N) 075 30 44.18442(W)   ADJUSTED
 JU3982* NAD 83(1996) ELLIP HT-   -31.861 (meters)        (09/01/99)   ADJUSTED
 JU3982* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) VERTCON3
 JU3982  ______________________________________________________________________
 JU3982  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 JU3982  NAD 83(1996) X  -  1,231,514.651 (meters)                     COMP
 JU3982  NAD 83(1996) Y  - -4,766,125.399 (meters)                     COMP
 JU3982  NAD 83(1996) Z  -  4,041,972.065 (meters)                     COMP
 JU3982  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3982.GEOID18 height accuracy estimate available here.
 JU3982
 JU3982.Click photographs - Photos may exist for this station.
 JU3982
 JU3982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3982
 JU3982.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3982
 JU3982.The ellipsoidal height was determined by GPS observations
 JU3982.and is referenced to NAD 83.
 JU3982
 JU3982. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000500  x   0.99962383  =   0.99962883
 JU3982
 JU3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5600481059(NAD 83)
 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)  RAPSU86  model used  GPS OBS        
 JU3982
 JU3982.Superseded values are not recommended for survey control.
 JU3982
 JU3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3982.See file dsdata.pdf to determine how the superseded data were derived.
 JU3982
 JU3982_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3982_STAMPING: DEL NJ REF 3 1986
 JU3982_MARK LOGO: NGS
 JU3982_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AJ3348  USGS QUAD   -  ELIZABETH (2016)
 AJ3348
 AJ3348                         *CURRENT SURVEY CONTROL
 AJ3348  ______________________________________________________________________
 AJ3348* NAD 83(2011) POSITION- 40 44 29.30547(N) 074 10 39.72626(W)   ADJUSTED
 AJ3348* NAD 83(2011) ELLIP HT-    17.946 (meters)        (04/??/25)   ADJUSTED
 AJ3348* NAD 83(2011) EPOCH   -  2010.00
 AJ3348* NAVD 88 ORTHO HEIGHT -    50.28  (meters)      165.0   (feet) GPS OBS
 AJ3348  ______________________________________________________________________
 AJ3348  NAVD 88 orthometric height was determined with an earlier geoid model
 AJ3348  GEOID HEIGHT    -        -32.330 (meters)                     GEOID18
 AJ3348  NAD 83(2011) X  -  1,319,482.684 (meters)                     COMP
 AJ3348  NAD 83(2011) Y  - -4,656,035.867 (meters)                     COMP
 AJ3348  NAD 83(2011) Z  -  4,140,725.003 (meters)                     COMP
 AJ3348
 AJ3348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ3348  Standards:
 AJ3348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ3348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ3348  -------------------------------------------------------------------
 AJ3348  NETWORK    0.07   0.12           0.03   0.02   0.06      0.05922600
 AJ3348  -------------------------------------------------------------------
 AJ3348
 AJ3348.The coordinates were established by GPS observations
 AJ3348.and adjusted by the National Geodetic Survey in April 2025.
 AJ3348
 AJ3348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ3348.been affixed to the stable North American Tectonic Plate. 
 AJ3348
 AJ3348.The coordinates are valid at the epoch date displayed above
 AJ3348.which is a decimal equivalence of Year/Month/Day.
 AJ3348
 AJ3348.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AJ3348.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AJ3348.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AJ3348.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AJ3348.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AJ3348.published epoch of 2010.00.
 AJ3348
 AJ3348.Additional information on MYCS is available at:
 AJ3348.https://geodesy.noaa.gov/CORS/index.shtml
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3348.GEOID18 height accuracy estimate available here.
 AJ3348
 AJ3348.The PID for the CORS L1 Phase Center is DO7543.
 AJ3348
 AJ3348.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 AJ3348
 AJ3348;                    North         East     Units Scale Factor Converg.
 AJ3348;SPC NJ       -   211,890.695   177,219.599   MT  0.99990912   +0 12 37.3
 AJ3348;SPC NJ       -   695,178.06    581,427.97   sFT  0.99990912   +0 12 37.3
 AJ3348;UTM  18      - 4,510,383.999   569,426.411   MT  0.99965933   +0 32 12.1
 AJ3348
 AJ3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3348!SPC NJ       -   0.99999718  x   0.99990912  =   0.99990631
 AJ3348!UTM  18      -   0.99999718  x   0.99965933  =   0.99965652
 AJ3348
 AJ3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6942610383(NAD 83)
 AJ3348
 AJ3348                          SUPERSEDED SURVEY CONTROL
 AJ3348
 AJ3348  NAD 83(2011)-  40 44 29.30554(N)    074 10 39.72604(W) AD(2010.00) c
 AJ3348  ELLIP H (06/??/19)   17.939  (m)                       GP(2010.00) c c
 AJ3348  NAD 83(2011)-  40 44 29.30541(N)    074 10 39.72645(W) AD(2010.00) c
 AJ3348  NAD 83(2011)-  40 44 29.30548(N)    074 10 39.72656(W) AD(2010.00) c
 AJ3348  ELLIP H (08/??/11)   17.917  (m)                       GP(2010.00) c c
 AJ3348  NAD 83(2007)-  40 44 29.30573(N)    074 10 39.72731(W) AD(2002.00) c
 AJ3348  NAD 83(CORS)-  40 44 29.30573(N)    074 10 39.72731(W) AD(2002.00) c
 AJ3348  ELLIP H (03/??/02)   17.929  (m)                       GP(2002.00) c c
 AJ3348  NAD 83(CORS)-  40 44 29.30562(N)    074 10 39.72764(W) AD(1997.00) c
 AJ3348  ELLIP H (06/??/01)   17.928  (m)                       GP(1997.00) c c
 AJ3348  NAVD 88 (03/19/02)   50.24   (m)  GEOID99  model used  GPS OBS        
 AJ3348
 AJ3348.Superseded values are not recommended for survey control.
 AJ3348
 AJ3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3348.See file dsdata.pdf to determine how the superseded data were derived.
 AJ3348
 AJ3348_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ3348
 AJ3348                          STATION DESCRIPTION
 AJ3348
 AJ3348'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AJ3348'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AJ3348'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AJ3348'AND LOG FILES ACCESSIBLE AT:
 AJ3348'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AH5052  USGS QUAD   -  ELIZABETH (2016)
 AH5052
 AH5052                         *CURRENT SURVEY CONTROL
 AH5052  ______________________________________________________________________
 AH5052* NAD 83(2011) POSITION- 40 44 29.03228(N) 074 10 39.88105(W)   ADJUSTED
 AH5052* NAD 83(2011) ELLIP HT-    16.192 (meters)        (06/??/19)   ADJUSTED
 AH5052* NAD 83(2011) EPOCH   -  2010.00
 AH5052  ______________________________________________________________________
 AH5052  GEOID HEIGHT    -        -32.330 (meters)                     GEOID18
 AH5052  NAD 83(2011) X  -  1,319,480.327 (meters)                     COMP
 AH5052  NAD 83(2011) Y  - -4,656,040.870 (meters)                     COMP
 AH5052  NAD 83(2011) Z  -  4,140,717.474 (meters)                     COMP
 AH5052
 AH5052.Formal positional accuracy estimates are not available for this CORS
 AH5052.because its coordinates were determined in part using modeled velocities.
 AH5052.A time-series residual plot is available that shows daily coordinate
 AH5052.variations relative to the published coordinates and modeled velocities.
 AH5052.Large residuals may indicate a potential error in the modeled velocities.
 AH5052
 AH5052.Residual plot at:
 AH5052.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=NJIT.
 AH5052
 AH5052.The coordinates were established by GPS observations
 AH5052.and adjusted by the National Geodetic Survey in June 2019.
 AH5052
 AH5052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5052.been affixed to the stable North American Tectonic Plate. 
 AH5052
 AH5052.The coordinates are valid at the epoch date displayed above
 AH5052.which is a decimal equivalence of Year/Month/Day.
 AH5052
 AH5052.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AH5052.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AH5052.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AH5052.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AH5052.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AH5052.published epoch of 2010.00.
 AH5052
 AH5052.Additional information on MYCS is available at:
 AH5052.https://geodesy.noaa.gov/CORS/index.shtml
 AH5052
 AH5052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5052.GEOID18 height accuracy estimate available here.
 AH5052
 AH5052.The PID for the CORS L1 Phase Center is AJ7948.
 AH5052
 AH5052.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 AH5052
 AH5052;                    North         East     Units Scale Factor Converg.
 AH5052;SPC NJ       -   211,882.256   177,215.999   MT  0.99990911   +0 12 37.2
 AH5052;SPC NJ       -   695,150.37    581,416.16   sFT  0.99990911   +0 12 37.2
 AH5052;UTM  18      - 4,510,375.541   569,422.859   MT  0.99965932   +0 32 12.0
 AH5052
 AH5052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5052!SPC NJ       -   0.99999746  x   0.99990911  =   0.99990657
 AH5052!UTM  18      -   0.99999746  x   0.99965932  =   0.99965678
 AH5052
 AH5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6942210375(NAD 83)
 AH5052
 AH5052                          SUPERSEDED SURVEY CONTROL
 AH5052
 AH5052  NAD 83(2011)-  40 44 29.03239(N)    074 10 39.88081(W) AD(2010.00) c
 AH5052  NAD 83(2011)-  40 44 29.03243(N)    074 10 39.88111(W) AD(2010.00) c
 AH5052  ELLIP H (08/??/11)   16.184  (m)                       GP(2010.00) c c
 AH5052  NAD 83(2007)-  40 44 29.03267(N)    074 10 39.88178(W) AD(2002.00) c
 AH5052  NAD 83(CORS)-  40 44 29.03267(N)    074 10 39.88178(W) AD(2002.00) c
 AH5052  ELLIP H (03/??/02)   16.216  (m)                       GP(2002.00) c c
 AH5052  NAD 83(CORS)-  40 44 29.03273(N)    074 10 39.88202(W) AD(1997.00) c
 AH5052  ELLIP H (07/??/00)   16.213  (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)   16.200  (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)   16.160  (m)                       GP(1997.00) c c
 AH5052
 AH5052.Superseded values are not recommended for survey control.
 AH5052
 AH5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5052.See file dsdata.pdf to determine how the superseded data were derived.
 AH5052
 AH5052_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5052
 AH5052                          STATION DESCRIPTION
 AH5052
 AH5052'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH5052'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AH5052'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AH5052'AND LOG FILES ACCESSIBLE AT:
 AH5052'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0116 ***********************************************************************
 KV0116  DESIGNATION -  NJ NJDT
 KV0116  PID         -  KV0116
 KV0116  STATE/COUNTY-  NJ/ESSEX
 KV0116  COUNTRY     -  US
 KV0116  USGS QUAD   -  ORANGE (2016)
 KV0116
 KV0116                         *CURRENT SURVEY CONTROL
 KV0116  ______________________________________________________________________
 KV0116* NAD 83(1986) POSITION- 40 47 11.     (N) 074 08 54.     (W)   SCALED
 KV0116* NAVD 88 ORTHO HEIGHT -     3.280 (meters)       10.76  (feet) ADJUSTED
 KV0116  ______________________________________________________________________
 KV0116  GEOID HEIGHT    -        -32.239 (meters)                     GEOID18
 KV0116  DYNAMIC HEIGHT  -          3.279 (meters)       10.76  (feet) COMP
 KV0116  MODELED GRAVITY -    980,221.4   (mgal)                       NAVD 88
 KV0116
 KV0116  VERT ORDER      -  FIRST     CLASS II
 KV0116
 KV0116.The horizontal coordinates were scaled from a map and have
 KV0116.an estimated accuracy of +/- 6 seconds.
 KV0116
 KV0116.The orthometric height was determined by differential leveling and
 KV0116.adjusted by the NATIONAL GEODETIC SURVEY
 KV0116.in June 1991.
 KV0116
 KV0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0116.GEOID18 height accuracy estimate available here.
 KV0116
 KV0116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718153(NAD 83)
 KV0116
 KV0116                          SUPERSEDED SURVEY CONTROL
 KV0116
 KV0116  NGVD 29 (11/26/84)    3.602  (m)           11.82   (f) ADJUSTED    1 2
 KV0116
 KV0116.Superseded values are not recommended for survey control.
 KV0116
 KV0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0116.See file dsdata.pdf to determine how the superseded data were derived.
 KV0116
 KV0116_MARKER: N = NAIL
 KV0116_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV1368 ***********************************************************************
 KV1368  DESIGNATION -  NJ NJGS
 KV1368  PID         -  KV1368
 KV1368  STATE/COUNTY-  NJ/HUNTERDON
 KV1368  COUNTRY     -  US
 KV1368  USGS QUAD   -  HIGH BRIDGE (2016)
 KV1368
 KV1368                         *CURRENT SURVEY CONTROL
 KV1368  ______________________________________________________________________
 KV1368* NAD 83(1986) POSITION- 40 38 23.     (N) 074 53 38.     (W)   SCALED
 KV1368* NAVD 88 ORTHO HEIGHT -    68.928 (meters)      226.14  (feet) ADJUSTED
 KV1368  ______________________________________________________________________
 KV1368  GEOID HEIGHT    -        -33.666 (meters)                     GEOID18
 KV1368  DYNAMIC HEIGHT  -         68.896 (meters)      226.04  (feet) COMP
 KV1368  MODELED GRAVITY -    980,168.9   (mgal)                       NAVD 88
 KV1368
 KV1368  VERT ORDER      -  SECOND    CLASS 0
 KV1368
 KV1368.The horizontal coordinates were scaled from a map and have
 KV1368.an estimated accuracy of +/- 6 seconds.
 KV1368
 KV1368.The orthometric height was determined by differential leveling and
 KV1368.adjusted by the NATIONAL GEODETIC SURVEY
 KV1368.in June 1991.
 KV1368
 KV1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1368.GEOID18 height accuracy estimate available here.
 KV1368
 KV1368.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK089987(NAD 83)
 KV1368
 KV1368                          SUPERSEDED SURVEY CONTROL
 KV1368
 KV1368  NGVD 29 (11/26/84)   69.175  (m)          226.95   (f) ADJUSTED    2 0
 KV1368
 KV1368.Superseded values are not recommended for survey control.
 KV1368
 KV1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1368.See file dsdata.pdf to determine how the superseded data were derived.
 KV1368
 KV1368_MARKER: B = BOLT
 KV1368_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 DF7058 ***********************************************************************
 DF7058  HT_MOD      -  This is a Height Modernization Survey Station.
 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  COUNTRY     -  US
 DF7058  USGS QUAD   -  MOORESTOWN (2019)
 DF7058
 DF7058                         *CURRENT SURVEY CONTROL
 DF7058  ______________________________________________________________________
 DF7058* NAD 83(2011) POSITION- 39 56 11.04313(N) 074 56 58.71209(W)   ADJUSTED
 DF7058* NAD 83(2011) ELLIP HT-   -19.986 (meters)        (04/??/25)   ADJUSTED
 DF7058* NAD 83(2011) EPOCH   -  2010.00
 DF7058* NAVD 88 ORTHO HEIGHT -    12.78  (meters)       41.9   (feet) GPS OBS
 DF7058  ______________________________________________________________________
 DF7058  GEOID HEIGHT    -        -32.749 (meters)                     GEOID18
 DF7058  NAD 83(2011) X  -  1,271,653.048 (meters)                     COMP
 DF7058  NAD 83(2011) Y  - -4,729,243.573 (meters)                     COMP
 DF7058  NAD 83(2011) Z  -  4,072,560.673 (meters)                     COMP
 DF7058
 DF7058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7058  Standards:
 DF7058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7058  -------------------------------------------------------------------
 DF7058  NETWORK    0.07   0.14           0.04   0.02   0.07      0.07355300
 DF7058  -------------------------------------------------------------------
 DF7058
 DF7058.The coordinates were established by GPS observations
 DF7058.and adjusted by the National Geodetic Survey in April 2025.
 DF7058
 DF7058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7058.been affixed to the stable North American Tectonic Plate. 
 DF7058
 DF7058.The coordinates are valid at the epoch date displayed above
 DF7058.which is a decimal equivalence of Year/Month/Day.
 DF7058
 DF7058.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF7058.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF7058.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF7058.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF7058.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF7058.published epoch of 2010.00.
 DF7058
 DF7058.Additional information on MYCS is available at:
 DF7058.https://geodesy.noaa.gov/CORS/index.shtml
 DF7058
 DF7058.The orthometric height was determined by GPS observations and a
 DF7058.high-resolution geoid model using precise GPS observation and
 DF7058.processing techniques.
 DF7058
 DF7058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7058.GEOID18 height accuracy estimate available here.
 DF7058
 DF7058.The PID for the CORS L1 Phase Center is DR4806.
 DF7058
 DF7058.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DF7058
 DF7058;                    North         East     Units Scale Factor Converg.
 DF7058;SPC NJ       -   122,550.245   111,571.489   MT  0.99991817   -0 17 19.1
 DF7058;SPC NJ       -   402,066.93    366,047.46   sFT  0.99991817   -0 17 19.1
 DF7058;UTM  18      - 4,420,699.590   504,302.508   MT  0.99960023   +0 01 56.4
 DF7058
 DF7058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7058!SPC NJ       -   1.00000314  x   0.99991817  =   0.99992131
 DF7058!UTM  18      -   1.00000314  x   0.99960023  =   0.99960336
 DF7058
 DF7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0430220699(NAD 83)
 DF7058
 DF7058                          SUPERSEDED SURVEY CONTROL
 DF7058
 DF7058  NAD 83(2011)-  39 56 11.04322(N)    074 56 58.71205(W) AD(2010.00) c
 DF7058  ELLIP H (06/??/22)  -19.970  (m)                       GP(2010.00) c c
 DF7058  NAD 83(2011)-  39 56 11.04328(N)    074 56 58.71213(W) AD(2010.00) c
 DF7058  ELLIP H (05/??/21)  -19.980  (m)                       GP(2010.00) c c
 DF7058  NAD 83(2011)-  39 56 11.04329(N)    074 56 58.71212(W) AD(2010.00) c
 DF7058  ELLIP H (05/??/20)  -19.992  (m)                       GP(2010.00) c c
 DF7058  NAD 83(2011)-  39 56 11.04331(N)    074 56 58.71207(W) AD(2010.00) c
 DF7058  ELLIP H (06/??/19)  -20.004  (m)                       GP(2010.00) c c
 DF7058  NAD 83(2011)-  39 56 11.04337(N)    074 56 58.71207(W) AD(2010.00) c
 DF7058  NAD 83(2011)-  39 56 11.04331(N)    074 56 58.71204(W) AD(2010.00) c
 DF7058  ELLIP H (08/??/11)  -20.002  (m)                       GP(2010.00) c c
 DF7058  NAD 83(2007)-  39 56 11.04356(N)    074 56 58.71263(W) AD(2002.00) c
 DF7058  NAD 83(CORS)-  39 56 11.04356(N)    074 56 58.71263(W) AD(2002.00) c
 DF7058  ELLIP H (08/??/03)  -19.973  (m)                       GP(2002.00) c c
 DF7058
 DF7058.Superseded values are not recommended for survey control.
 DF7058
 DF7058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7058.See file dsdata.pdf to determine how the superseded data were derived.
 DF7058
 DF7058_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7058
 DF7058                          STATION DESCRIPTION
 DF7058
 DF7058'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF7058'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF7058'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF7058'AND LOG FILES ACCESSIBLE AT:
 DF7058'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ4037 ***********************************************************************
 DQ4037  DESIGNATION -  NJBR BASE ARP
 DQ4037  PID         -  DQ4037
 DQ4037  STATE/COUNTY-  NJ/CUMBERLAND
 DQ4037  COUNTRY     -  US
 DQ4037  USGS QUAD   -  BRIDGETON (2019)
 DQ4037
 DQ4037                         *CURRENT SURVEY CONTROL
 DQ4037  ______________________________________________________________________
 DQ4037* NAD 83(1986) POSITION- 39 25 21.71   (N) 075 12 21.24   (W)   HD_HELD1
 DQ4037* NAVD 88 ORTHO HEIGHT -    31.979 (meters)      104.92  (feet) ADJUSTED
 DQ4037  ______________________________________________________________________
 DQ4037  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 DQ4037  DYNAMIC HEIGHT  -         31.963 (meters)      104.87  (feet) COMP
 DQ4037  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DQ4037
 DQ4037  VERT ORDER      -  FIRST     CLASS II
 DQ4037
 DQ4037.The horizontal coordinates were determined by differentially corrected
 DQ4037.hand held GPS observations or other comparable positioning techniques
 DQ4037.and have an estimated accuracy of +/- 3 meters.
 DQ4037
 DQ4037.The orthometric height was determined by differential leveling and
 DQ4037.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4037.in March 2017.
 DQ4037
 DQ4037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4037.GEOID18 height accuracy estimate available here.
 DQ4037
 DQ4037.Click photographs - Photos may exist for this station.
 DQ4037
 DQ4037.The dynamic height is computed by dividing the NAVD 88
 DQ4037.geopotential number by the normal gravity value computed on the
 DQ4037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4037.degrees latitude (g = 980.6199 gals.).
 DQ4037
 DQ4037.The modeled gravity was interpolated from observed gravity values.
 DQ4037
 DQ4037;                    North         East    Units  Estimated Accuracy
 DQ4037;SPC NJ       -    65,661.2      89,221.7     MT  (+/- 3 meters HH1 GPS) 
 DQ4037
 DQ4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8227763705(NAD 83)
 DQ4037
 DQ4037                          SUPERSEDED SURVEY CONTROL
 DQ4037
 DQ4037.No superseded survey control is available for this station.
 DQ4037
 DQ4037_MARKER: Z = SEE DESCRIPTION
 DQ4037_SETTING: 0 = UNSPECIFIED SETTING
 DQ4037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4037+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2016
 DQ4037
 DQ4037  HISTORY     - Date     Condition        Report By
 DQ4037  HISTORY     - 20150820 MONUMENTED       PRIVTE
 DQ4037  HISTORY     - 20160824 GOOD             NJGS
 DQ4037
 DQ4037                          STATION DESCRIPTION
 DQ4037
 DQ4037'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DQ4037'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF CEDARVILLE, 5.6
 DQ4037'MI (9.0 KM) EAST-SOUTHEAST OF SHILOH AND 1.6 MI (2.6 KM) EAST OF
 DQ4037'BRIDGETON, IN THE CITY OF BRIDGETON.
 DQ4037'
 DQ4037'THE STATION IS THE CORS ARP (BOTTOM OF THE ANTENNA MOUNT) FOR A LEICA
 DQ4037'LEIAR10 ANTENNA.
 DQ4037'
 DQ4037'THE ANTENNA IS MOUNTED AT THE WESTERLY FACE OF THE BRICK WALL OF THE
 DQ4037'CUMBERLAND COUNTY RECEIVING BUILDING (BUILDING NUMBER 9) AT THE
 DQ4037'SOUTHWEST CORNER OF THE BUILDING, NEXT TO THE TRUCK WASH DEPOT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2490 ***********************************************************************
 DO2490  DESIGNATION -  NJBR RM 1
 DO2490  PID         -  DO2490
 DO2490  STATE/COUNTY-  NJ/CUMBERLAND
 DO2490  COUNTRY     -  US
 DO2490  USGS QUAD   -  BRIDGETON (2019)
 DO2490
 DO2490                         *CURRENT SURVEY CONTROL
 DO2490  ______________________________________________________________________
 DO2490* NAD 83(1986) POSITION- 39 25 27.64   (N) 075 12 21.91   (W)   HD_HELD1
 DO2490* NAVD 88 ORTHO HEIGHT -    22.823 (meters)       74.88  (feet) ADJUSTED
 DO2490  ______________________________________________________________________
 DO2490  GEOID HEIGHT    -        -33.816 (meters)                     GEOID18
 DO2490  DYNAMIC HEIGHT  -         22.812 (meters)       74.84  (feet) COMP
 DO2490  MODELED GRAVITY -    980,119.8   (mgal)                       NAVD 88
 DO2490
 DO2490  VERT ORDER      -  FIRST     CLASS II
 DO2490
 DO2490.The horizontal coordinates were determined by differentially corrected
 DO2490.hand held GPS observations or other comparable positioning techniques
 DO2490.and have an estimated accuracy of +/- 3 meters.
 DO2490
 DO2490.The orthometric height was determined by differential leveling and
 DO2490.adjusted by the NATIONAL GEODETIC SURVEY
 DO2490.in April 2013.
 DO2490
 DO2490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2490.GEOID18 height accuracy estimate available here.
 DO2490
 DO2490.Click photographs - Photos may exist for this station.
 DO2490
 DO2490.The dynamic height is computed by dividing the NAVD 88
 DO2490.geopotential number by the normal gravity value computed on the
 DO2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2490.degrees latitude (g = 980.6199 gals.).
 DO2490
 DO2490.The modeled gravity was interpolated from observed gravity values.
 DO2490
 DO2490;                    North         East    Units  Estimated Accuracy
 DO2490;SPC NJ       -    65,844.2      89,207.1     MT  (+/- 3 meters HH1 GPS) 
 DO2490
 DO2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8226163888(NAD 83)
 DO2490
 DO2490                          SUPERSEDED SURVEY CONTROL
 DO2490
 DO2490.No superseded survey control is available for this station.
 DO2490
 DO2490_MARKER: DD = SURVEY DISK
 DO2490_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO2490_SP_SET: RETAINING WALL
 DO2490_STAMPING: NJBR RM 1 2010
 DO2490_MARK LOGO: NJGS
 DO2490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2490+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2016
 DO2490
 DO2490  HISTORY     - Date     Condition        Report By
 DO2490  HISTORY     - 20100830 MONUMENTED       NJGS
 DO2490  HISTORY     - 20160822 GOOD             NJGS
 DO2490
 DO2490                          STATION DESCRIPTION
 DO2490
 DO2490'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DO2490'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, AT THE CUMBERLAND
 DO2490'COUNTY GOVERNMENT COMPLEX, SET IN A DRILL HOLE IN THE NORTHEAST CORNER
 DO2490'OF A U-SHAPED RETAINING WALL FOR A RECESSED LOADING AREA ON THE EAST
 DO2490'SIDE OF THE CUMBERLAND COUNTY WEIGHTS AND MEASURES/CONSUMER PROTECTION
 DO2490'BUILDING FRONTING EAST COMMERCE AVENUE (NJ ROUTE 49).
 DO2490'
 DO2490'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2490'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 1.55 MI (2.5
 DO2490'KM) EAST ON ROUTE 49 TO THE STATION ON THE RIGHT.
 DO2490'
 DO2490'THE STATION IS 71 FT (21.6 M) SOUTH OF THE CENTERLINE OF ROUTE 49,
 DO2490'51.5 FT (15.7 M) SOUTHWEST OF POLE NUMBER B3892, 18.5 FT (5.6 M) EAST
 DO2490'OF THE NORTHEAST CORNER OF THE BUILDING, 3 FT (0.9 M) WEST OF THE EAST
 DO2490'CORNER OF THE CHAIN LINK FENCE, 81 FT (24.7 M) WEST OF THE CENTERLINE
 DO2490'OF THE DRIVEWAY LEADING TO CUMBERLAND COUNTY
 DO2490'ADMINISTRATION/LIBRARY/GARAGE COMPLEX.
 DO2490
 DO2490                          STATION RECOVERY (2016)
 DO2490
 DO2490'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DO2490'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO2493 ***********************************************************************
 DO2493  DESIGNATION -  NJBR RM 2
 DO2493  PID         -  DO2493
 DO2493  STATE/COUNTY-  NJ/CUMBERLAND
 DO2493  COUNTRY     -  US
 DO2493  USGS QUAD   -  BRIDGETON (2019)
 DO2493
 DO2493                         *CURRENT SURVEY CONTROL
 DO2493  ______________________________________________________________________
 DO2493* NAD 83(1986) POSITION- 39 25 24.24   (N) 075 12 25.42   (W)   HD_HELD1
 DO2493* NAVD 88 ORTHO HEIGHT -    31.019 (meters)      101.77  (feet) ADJUSTED
 DO2493  ______________________________________________________________________
 DO2493  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 DO2493  DYNAMIC HEIGHT  -         31.003 (meters)      101.72  (feet) COMP
 DO2493  MODELED GRAVITY -    980,119.9   (mgal)                       NAVD 88
 DO2493
 DO2493  VERT ORDER      -  FIRST     CLASS II
 DO2493
 DO2493.The horizontal coordinates were determined by differentially corrected
 DO2493.hand held GPS observations or other comparable positioning techniques
 DO2493.and have an estimated accuracy of +/- 3 meters.
 DO2493
 DO2493.The orthometric height was determined by differential leveling and
 DO2493.adjusted by the NATIONAL GEODETIC SURVEY
 DO2493.in April 2013.
 DO2493
 DO2493.No vertical observational check was made to the station.
 DO2493
 DO2493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2493.GEOID18 height accuracy estimate available here.
 DO2493
 DO2493.Click photographs - Photos may exist for this station.
 DO2493
 DO2493.The dynamic height is computed by dividing the NAVD 88
 DO2493.geopotential number by the normal gravity value computed on the
 DO2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2493.degrees latitude (g = 980.6199 gals.).
 DO2493
 DO2493.The modeled gravity was interpolated from observed gravity values.
 DO2493
 DO2493;                    North         East    Units  Estimated Accuracy
 DO2493;SPC NJ       -    65,740.0      89,122.3     MT  (+/- 3 meters HH1 GPS) 
 DO2493
 DO2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8217763783(NAD 83)
 DO2493
 DO2493                          SUPERSEDED SURVEY CONTROL
 DO2493
 DO2493.No superseded survey control is available for this station.
 DO2493
 DO2493_MARKER: B = BOLT
 DO2493_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO2493_SP_SET: BRICK WALL
 DO2493_STAMPING: RM 2
 DO2493_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2493+STABILITY: SURFACE MOTION
 DO2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2493+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2011
 DO2493
 DO2493  HISTORY     - Date     Condition        Report By
 DO2493  HISTORY     - 20110523 MONUMENTED       NJGS
 DO2493
 DO2493                          STATION DESCRIPTION
 DO2493
 DO2493'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 DO2493'THE STATION IS LOCATED IN THE CITY OF BRIDGETON, AT THE CUMBERLAND
 DO2493'COUNTY GOVERNMENT COMPLEX, SET IN A DRILL HOLE ABOUT 4.6 FT (1.4 M)
 DO2493'ABOVE THE ROOF IN THE SOUTH WALL OF THE STAIRCASE ROOF ACCESS BUILDING
 DO2493'ON TOP OF THE CUMBERLAND COUNTY ADMINISTRATION BUILDING.
 DO2493'
 DO2493'TO REACH THE STATION FROM THE JUNCTION OF EAST BROAD STREET (NJ ROUTE
 DO2493'49) AND NORTH PEARL STREET (NJ ROUTE 77) IN BRIDGETON, GO 1.55 MI (2.5
 DO2493'KM) EAST ON ROUTE 49 TO THE DRIVEWAY TO THE COMPLEX.  TURN RIGHT AND
 DO2493'GO SOUTH FOR 0.05 MI (0.1 KM) TO THE PARKING LOT AND THE BUILDING ON
 DO2493'THE RIGHT.  TAKE THE ELEVATOR TO THE SECOND FLOOR AND THEN THE STAIRS
 DO2493'TO THE ROOF AND THE STATION.
 DO2493'
 DO2493'THE STATION IS ABOUT 5.4 FT (1.6 M) EAST AND BELOW THE CUMBERLAND
 DO2493'COUNTY CORS ARP (DK4428), 1.4 FT (0.4 M) WEST OF THE SOUTHEAST CORNER
 DO2493'OF THE STAIRS ACCESS STRUCTURE, 8.6 FT (2.6 M) EAST OF THE WEST EDGE
 DO2493'OF THE ROOF, ABOUT 75 FT (22.9 M) WEST OF THE EAST EDGE OF THE ROOF.
 DO2493'
 DO2493'THE DATUM POINT IS THE TOP OF THE SQUARE BOLT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7921 ***********************************************************************
 DM7921  DESIGNATION -  NJCM RM 1
 DM7921  PID         -  DM7921
 DM7921  STATE/COUNTY-  NJ/CAPE MAY
 DM7921  COUNTRY     -  US
 DM7921  USGS QUAD   -  STONE HARBOR (2019)
 DM7921
 DM7921                         *CURRENT SURVEY CONTROL
 DM7921  ______________________________________________________________________
 DM7921* NAD 83(1986) POSITION- 39 06 02.43   (N) 074 48 10.79   (W)   HD_HELD1
 DM7921* NAVD 88 ORTHO HEIGHT -     4.708 (meters)       15.45  (feet) ADJUSTED
 DM7921  ______________________________________________________________________
 DM7921  GEOID HEIGHT    -        -35.141 (meters)                     GEOID18
 DM7921  DYNAMIC HEIGHT  -          4.705 (meters)       15.44  (feet) COMP
 DM7921  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 DM7921
 DM7921  VERT ORDER      -  FIRST     CLASS II
 DM7921
 DM7921.The horizontal coordinates were determined by differentially corrected
 DM7921.hand held GPS observations or other comparable positioning techniques
 DM7921.and have an estimated accuracy of +/- 3 meters.
 DM7921
 DM7921.The orthometric height was determined by differential leveling and
 DM7921.adjusted by the NATIONAL GEODETIC SURVEY
 DM7921.in May 2012.
 DM7921
 DM7921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7921.GEOID18 height accuracy estimate available here.
 DM7921
 DM7921.Click photographs - Photos may exist for this station.
 DM7921
 DM7921.The dynamic height is computed by dividing the NAVD 88
 DM7921.geopotential number by the normal gravity value computed on the
 DM7921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7921.degrees latitude (g = 980.6199 gals.).
 DM7921
 DM7921.The modeled gravity was interpolated from observed gravity values.
 DM7921
 DM7921;                    North         East    Units  Estimated Accuracy
 DM7921;SPC NJ       -    29,719.6     123,792.3     MT  (+/- 3 meters HH1 GPS) 
 DM7921
 DM7921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1703427967(NAD 83)
 DM7921
 DM7921                          SUPERSEDED SURVEY CONTROL
 DM7921
 DM7921.No superseded survey control is available for this station.
 DM7921
 DM7921_MARKER: DD = SURVEY DISK
 DM7921_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7921_SP_SET: SIDEWALK
 DM7921_STAMPING: NJCM RM 1 2009
 DM7921_MARK LOGO: NJGS
 DM7921_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7921+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2010
 DM7921
 DM7921  HISTORY     - Date     Condition        Report By
 DM7921  HISTORY     - 20090109 MONUMENTED       NJGS
 DM7921  HISTORY     - 20100801 GOOD             NJGS
 DM7921
 DM7921                          STATION DESCRIPTION
 DM7921
 DM7921'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM7921'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE GROUNDS OF THE
 DM7921'TOWNSHIP MUNICIPAL ADMINISTRATION BUILDING, M0ORE ROAD (COUNTY ROUTE
 DM7921'633), NEAR AND BELOW THE MIDDLE TOWNSHIP CORS ARP (DI3828).
 DM7921'
 DM7921'TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 DM7921'(EXIT 11) AND CREST HAVEN ROAD, GO 0.1 MI (0.2 KM) EAST ON CREST HAVEN
 DM7921'ROAD TO DRIVEWAY NUMBER 1 IN THE REAR OF THE FACILITY.  TURN LEFT AND
 DM7921'GO 0.1 MI (0.2 KM) NORTH TO THE PARKING LOT AND REAR ENTRANCE TO THE
 DM7921'ADMINISTRATION BUILDING ON THE LEFT.
 DM7921'
 DM7921'THE STATION IS SET IN A DRILL HOLE IN THE SIDEWALK AT THE NORTHEAST
 DM7921'CORNER OF AN OUT COVE OF THE BUILDING, ABOUT 83 FT (25.3 M) SOUTHWEST
 DM7921'OF THE CENTERLINE OF THE ENTRANCE DOORWAY LEADING INTO THE BUILDING, 1
 DM7921'FT (0.3 M) EAST OF THE NORTHEAST CORNER, 40 FT (12.2 M)
 DM7921'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE ENGINEERING OFFICE,
 DM7921'ABOUT 188 FT (57.3 M) NORTHWEST OF THE CENTERLINE OF DRIVEWAY NUMBER
 DM7921'1.
 DM7921
 DM7921                          STATION RECOVERY (2010)
 DM7921
 DM7921'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7921'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7919 ***********************************************************************
 DM7919  DESIGNATION -  NJCM RM 3
 DM7919  PID         -  DM7919
 DM7919  STATE/COUNTY-  NJ/CAPE MAY
 DM7919  COUNTRY     -  US
 DM7919  USGS QUAD   -  STONE HARBOR (2019)
 DM7919
 DM7919                         *CURRENT SURVEY CONTROL
 DM7919  ______________________________________________________________________
 DM7919* NAD 83(1986) POSITION- 39 06 02.     (N) 074 48 16.     (W)   SCALED
 DM7919* NAVD 88 ORTHO HEIGHT -     3.667 (meters)       12.03  (feet) ADJUSTED
 DM7919  ______________________________________________________________________
 DM7919  GEOID HEIGHT    -        -35.140 (meters)                     GEOID18
 DM7919  DYNAMIC HEIGHT  -          3.665 (meters)       12.02  (feet) COMP
 DM7919  MODELED GRAVITY -    980,068.1   (mgal)                       NAVD 88
 DM7919
 DM7919  VERT ORDER      -  FIRST     CLASS II
 DM7919
 DM7919.The horizontal coordinates were scaled from a map and have
 DM7919.an estimated accuracy of +/- 6 seconds.
 DM7919
 DM7919.The orthometric height was determined by differential leveling and
 DM7919.adjusted by the NATIONAL GEODETIC SURVEY
 DM7919.in May 2012.
 DM7919
 DM7919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7919.GEOID18 height accuracy estimate available here.
 DM7919
 DM7919.Click photographs - Photos may exist for this station.
 DM7919
 DM7919.The dynamic height is computed by dividing the NAVD 88
 DM7919.geopotential number by the normal gravity value computed on the
 DM7919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7919.degrees latitude (g = 980.6199 gals.).
 DM7919
 DM7919.The modeled gravity was interpolated from observed gravity values.
 DM7919
 DM7919;                    North         East    Units  Estimated Accuracy
 DM7919;SPC NJ       -    29,710.      123,670.      MT  (+/- 180 meters Scaled)
 DM7919
 DM7919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ169279(NAD 83)
 DM7919
 DM7919                          SUPERSEDED SURVEY CONTROL
 DM7919
 DM7919.No superseded survey control is available for this station.
 DM7919
 DM7919_MARKER: DD = SURVEY DISK
 DM7919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM7919_STAMPING: NJCM RM 3 2009
 DM7919_MARK LOGO: NJGS
 DM7919_PROJECTION: FLUSH
 DM7919_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7919+STABILITY: SURFACE MOTION
 DM7919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7919+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2010
 DM7919
 DM7919  HISTORY     - Date     Condition        Report By
 DM7919  HISTORY     - 20090710 MONUMENTED       NJGS
 DM7919  HISTORY     - 20100801 GOOD             NJGS
 DM7919
 DM7919                          STATION DESCRIPTION
 DM7919
 DM7919'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM7919'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE GROUNDS OF THE
 DM7919'TOWNSHIP MUNICIPAL ADMINISTRATION BUILDING, M0ORE ROAD (COUNTY ROUTE
 DM7919'633), IN THE FRONT LAWN OF THE FACILITY NEAR THE FLAG POLE AND COMPLEX
 DM7919'SIGN.
 DM7919'
 DM7919'TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 DM7919'(EXIT 11) AND CREST HAVEN ROAD, GO ABOUT 200 FT (61.0 M)
 DM7919'EAST-SOUTHEAST TO MOORE ROAD.  TURN LEFT AND GO ABOUT 300 FT (91.4 M)
 DM7919'NORTHEAST TO THE STATION ON THE LEFT.
 DM7919'
 DM7919'THE STATION IS 30.4 M (99.7 FT) SOUTH-SOUTHWEST OF A 40 FT (12.2 M)
 DM7919'FLAG POLE, 21.3 M (69.9 FT) SOUTH OF THE EAST PILLAR OF THE COMPLEX
 DM7919'SIGN, 11.7 M (38.4 FT) NORTHWEST OF THE CENTERLINE OF MOORE ROAD, 19.5
 DM7919'M (64.0 FT) NORTH OF A METAL LAMP POST, 13.8 M (45.3 FT)
 DM7919'WEST-SOUTHWEST OF A METAL LAMP POST, 3.6 M (11.8 FT) NORTHWEST OF THE
 DM7919'CENTERLINE OF A 6 FT (1.8 M) WIDE BLACKTOP SIDEWALK, NEXT TO A NJGS
 DM7919'WITNESS POST.
 DM7919
 DM7919                          STATION RECOVERY (2010)
 DM7919
 DM7919'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7919'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0445 ***********************************************************************
 LY0445  DESIGNATION -  NJDWSC
 LY0445  PID         -  LY0445
 LY0445  STATE/COUNTY-  NJ/PASSAIC
 LY0445  COUNTRY     -  US
 LY0445  USGS QUAD   -  WANAQUE (2019)
 LY0445
 LY0445                         *CURRENT SURVEY CONTROL
 LY0445  ______________________________________________________________________
 LY0445* NAD 83(1986) POSITION- 41 02 46.     (N) 074 17 27.     (W)   SCALED
 LY0445* NAVD 88 ORTHO HEIGHT -    72.402 (meters)      237.54  (feet) ADJUSTED
 LY0445  ______________________________________________________________________
 LY0445  GEOID HEIGHT    -        -32.228 (meters)                     GEOID18
 LY0445  DYNAMIC HEIGHT  -         72.372 (meters)      237.44  (feet) COMP
 LY0445  MODELED GRAVITY -    980,213.2   (mgal)                       NAVD 88
 LY0445
 LY0445  VERT ORDER      -  SECOND    CLASS 0
 LY0445
 LY0445.The horizontal coordinates were scaled from a map and have
 LY0445.an estimated accuracy of +/- 6 seconds.
 LY0445
 LY0445.The orthometric height was determined by differential leveling and
 LY0445.adjusted by the NATIONAL GEODETIC SURVEY
 LY0445.in June 1991.
 LY0445
 LY0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0445.GEOID18 height accuracy estimate available here.
 LY0445
 LY0445.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL596441(NAD 83)
 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
 LY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0445.See file dsdata.pdf to determine how the superseded data were derived.
 LY0445
 LY0445_STAMPING: NJDWSC
 LY0445
 LY0445  HISTORY     - Date     Condition        Report By
 LY0445  HISTORY     - UNK      MONUMENTED       NJGS
 LY0445  HISTORY     - 1942     GOOD             CGS
 LY0445  HISTORY     - 20200302 MARK NOT FOUND   NJGS
 LY0445
 LY0445                          STATION DESCRIPTION
 LY0445
 LY0445'DESCRIBED BY COAST AND 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.
 LY0445
 LY0445                          STATION RECOVERY (2020)
 LY0445
 LY0445'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MJK)
 LY0445'TIES ARE MOSTLY GOOD AND ORTHO HEIGHT MATCHES DESCRIPTION BUT NO
 LY0445'MONUMENT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 DH3766  USGS QUAD   -  NEW BRUNSWICK (2019)
 DH3766
 DH3766                         *CURRENT SURVEY CONTROL
 DH3766  ______________________________________________________________________
 DH3766* NAD 83(2011) POSITION- 40 22 52.07379(N) 074 27 56.30126(W)   ADJUSTED
 DH3766* NAD 83(2011) ELLIP HT-     4.286 (meters)        (04/??/25)   ADJUSTED
 DH3766* NAD 83(2011) EPOCH   -  2010.00
 DH3766  ______________________________________________________________________
 DH3766  GEOID HEIGHT    -        -32.817 (meters)                     GEOID18
 DH3766  NAD 83(2011) X  -  1,303,033.152 (meters)                     COMP
 DH3766  NAD 83(2011) Y  - -4,687,667.333 (meters)                     COMP
 DH3766  NAD 83(2011) Z  -  4,110,316.790 (meters)                     COMP
 DH3766
 DH3766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3766  Standards:
 DH3766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3766  -------------------------------------------------------------------
 DH3766  NETWORK    0.07   0.09           0.02   0.03   0.04     -0.23226400
 DH3766  -------------------------------------------------------------------
 DH3766
 DH3766.The coordinates were established by GPS observations
 DH3766.and adjusted by the National Geodetic Survey in April 2025.
 DH3766
 DH3766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3766.been affixed to the stable North American Tectonic Plate. 
 DH3766
 DH3766.The coordinates are valid at the epoch date displayed above
 DH3766.which is a decimal equivalence of Year/Month/Day.
 DH3766
 DH3766.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH3766.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH3766.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH3766.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH3766.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH3766.published epoch of 2010.00.
 DH3766
 DH3766.Additional information on MYCS is available at:
 DH3766.https://geodesy.noaa.gov/CORS/index.shtml
 DH3766
 DH3766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3766.GEOID18 height accuracy estimate available here.
 DH3766
 DH3766.The PID for the CORS L1 Phase Center is DO7546.
 DH3766
 DH3766.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH3766
 DH3766;                    North         East     Units Scale Factor Converg.
 DH3766;SPC NJ       -   171,830.948   152,917.528   MT  0.99990010   +0 01 20.1
 DH3766;SPC NJ       -   563,748.70    501,696.92   sFT  0.99990010   +0 01 20.1
 DH3766;UTM  18      - 4,470,197.531   545,358.375   MT  0.99962532   +0 20 46.3
 DH3766
 DH3766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3766!SPC NJ       -   0.99999933  x   0.99990010  =   0.99989943
 DH3766!UTM  18      -   0.99999933  x   0.99962532  =   0.99962465
 DH3766
 DH3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4535870197(NAD 83)
 DH3766
 DH3766                          SUPERSEDED SURVEY CONTROL
 DH3766
 DH3766  NAD 83(2011)-  40 22 52.07383(N)    074 27 56.30101(W) AD(2010.00) c
 DH3766  ELLIP H (06/??/19)    4.280  (m)                       GP(2010.00) c c
 DH3766  NAD 83(2011)-  40 22 52.07397(N)    074 27 56.30155(W) AD(2010.00) c
 DH3766  NAD 83(2011)-  40 22 52.07372(N)    074 27 56.30160(W) AD(2010.00) c
 DH3766  ELLIP H (08/??/11)    4.283  (m)                       GP(2010.00) c c
 DH3766  NAD 83(CORS)-  40 22 52.07410(N)    074 27 56.30180(W) AD(2002.00) c
 DH3766  ELLIP H (06/??/05)    4.298  (m)                       GP(2002.00) c c
 DH3766
 DH3766.Superseded values are not recommended for survey control.
 DH3766
 DH3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3766.See file dsdata.pdf to determine how the superseded data were derived.
 DH3766
 DH3766_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3766
 DH3766                          STATION DESCRIPTION
 DH3766
 DH3766'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH3766'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH3766'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH3766'AND LOG FILES ACCESSIBLE AT:
 DH3766'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 DF8717  USGS QUAD   -  RUNNEMEDE (2019)
 DF8717
 DF8717                         *CURRENT SURVEY CONTROL
 DF8717  ______________________________________________________________________
 DF8717* NAD 83(2011) POSITION- 39 46 52.79141(N) 075 07 11.25010(W)   ADJUSTED
 DF8717* NAD 83(2011) ELLIP HT-    -3.998 (meters)        (04/??/25)   ADJUSTED
 DF8717* NAD 83(2011) EPOCH   -  2010.00
 DF8717* NAVD 88 ORTHO HEIGHT -    29.036 (meters)       95.26  (feet) ADJUSTED
 DF8717  ______________________________________________________________________
 DF8717  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 DF8717  NAD 83(2011) X  -  1,260,440.051 (meters)                     COMP
 DF8717  NAD 83(2011) Y  - -4,743,675.694 (meters)                     COMP
 DF8717  NAD 83(2011) Z  -  4,059,354.195 (meters)                     COMP
 DF8717  VERT ORDER      -  FIRST     CLASS II
 DF8717
 DF8717  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8717  Standards:
 DF8717         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8717            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8717  -------------------------------------------------------------------
 DF8717  NETWORK    0.25   0.50           0.12   0.07   0.26      0.02780000
 DF8717  -------------------------------------------------------------------
 DF8717
 DF8717.The coordinates were established by GPS observations
 DF8717.and adjusted by the National Geodetic Survey in April 2025.
 DF8717
 DF8717.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8717.been affixed to the stable North American Tectonic Plate. 
 DF8717
 DF8717.The coordinates are valid at the epoch date displayed above
 DF8717.which is a decimal equivalence of Year/Month/Day.
 DF8717
 DF8717.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF8717.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF8717.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF8717.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF8717.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF8717.published epoch of 2010.00.
 DF8717
 DF8717.Additional information on MYCS is available at:
 DF8717.https://geodesy.noaa.gov/CORS/index.shtml
 DF8717
 DF8717.The orthometric height was determined by differential leveling and
 DF8717.adjusted by the NATIONAL GEODETIC SURVEY
 DF8717.in May 2012.
 DF8717
 DF8717.No vertical observational check was made to the station.
 DF8717
 DF8717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8717.GEOID18 height accuracy estimate available here.
 DF8717
 DF8717.The PID for the CORS L1 Phase Center is DO7544.
 DF8717
 DF8717.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DF8717
 DF8717;                    North         East     Units Scale Factor Converg.
 DF8717;SPC NJ       -   105,421.195    96,910.279   MT  0.99993469   -0 23 47.7
 DF8717;SPC NJ       -   345,869.37    317,946.47   sFT  0.99993469   -0 23 47.7
 DF8717;UTM  18      - 4,403,494.413   489,742.073   MT  0.99960130   -0 04 35.9
 DF8717
 DF8717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8717!SPC NJ       -   1.00000063  x   0.99993469  =   0.99993532
 DF8717!UTM  18      -   1.00000063  x   0.99960130  =   0.99960193
 DF8717
 DF8717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8974203494(NAD 83)
 DF8717
 DF8717                          SUPERSEDED SURVEY CONTROL
 DF8717
 DF8717  NAD 83(2011)-  39 46 52.79152(N)    075 07 11.24997(W) AD(2010.00) c
 DF8717  ELLIP H (06/??/19)   -3.991  (m)                       GP(2010.00) c c
 DF8717  NAD 83(2011)-  39 46 52.79162(N)    075 07 11.24999(W) AD(2010.00) c
 DF8717  NAD 83(2011)-  39 46 52.79148(N)    075 07 11.25002(W) AD(2010.00) c
 DF8717  ELLIP H (08/??/11)   -3.994  (m)                       GP(2010.00) c c
 DF8717  NAD 83(2007)-  39 46 52.79170(N)    075 07 11.25056(W) AD(2002.00) c
 DF8717  NAD 83(CORS)-  39 46 52.79170(N)    075 07 11.25056(W) AD(2002.00) c
 DF8717  ELLIP H (11/??/03)   -3.984  (m)                       GP(2002.00) c c
 DF8717
 DF8717.Superseded values are not recommended for survey control.
 DF8717
 DF8717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8717.See file dsdata.pdf to determine how the superseded data were derived.
 DF8717
 DF8717_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8717
 DF8717                          STATION DESCRIPTION
 DF8717
 DF8717'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF8717'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF8717'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF8717'AND LOG FILES ACCESSIBLE AT:
 DF8717'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7286 ***********************************************************************
 DM7286  DESIGNATION -  NJGC RM 1
 DM7286  PID         -  DM7286
 DM7286  STATE/COUNTY-  NJ/GLOUCESTER
 DM7286  COUNTRY     -  US
 DM7286  USGS QUAD   -  RUNNEMEDE (2019)
 DM7286
 DM7286                         *CURRENT SURVEY CONTROL
 DM7286  ______________________________________________________________________
 DM7286* NAD 83(1986) POSITION- 39 46 53.     (N) 075 07 11.     (W)   SCALED
 DM7286* NAVD 88 ORTHO HEIGHT -    24.175 (meters)       79.31  (feet) ADJUSTED
 DM7286  ______________________________________________________________________
 DM7286  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 DM7286  DYNAMIC HEIGHT  -         24.163 (meters)       79.27  (feet) COMP
 DM7286  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM7286
 DM7286  VERT ORDER      -  FIRST     CLASS II
 DM7286
 DM7286.The horizontal coordinates were scaled from a map and have
 DM7286.an estimated accuracy of +/- 6 seconds.
 DM7286
 DM7286.The orthometric height was determined by differential leveling and
 DM7286.adjusted by the NATIONAL GEODETIC SURVEY
 DM7286.in May 2012.
 DM7286
 DM7286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7286.GEOID18 height accuracy estimate available here.
 DM7286
 DM7286.Click photographs - Photos may exist for this station.
 DM7286
 DM7286.The dynamic height is computed by dividing the NAVD 88
 DM7286.geopotential number by the normal gravity value computed on the
 DM7286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7286.degrees latitude (g = 980.6199 gals.).
 DM7286
 DM7286.The modeled gravity was interpolated from observed gravity values.
 DM7286
 DM7286;                    North         East    Units  Estimated Accuracy
 DM7286;SPC NJ       -   105,430.       96,920.      MT  (+/- 180 meters Scaled)
 DM7286
 DM7286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK897035(NAD 83)
 DM7286
 DM7286                          SUPERSEDED SURVEY CONTROL
 DM7286
 DM7286.No superseded survey control is available for this station.
 DM7286
 DM7286_MARKER: DD = SURVEY DISK
 DM7286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7286_SP_SET: SIDEWALK
 DM7286_STAMPING: NJGC RM 1 2009
 DM7286_MARK LOGO: NJGS
 DM7286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7286+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2009
 DM7286
 DM7286  HISTORY     - Date     Condition        Report By
 DM7286  HISTORY     - 20090831 MONUMENTED       NJGS
 DM7286
 DM7286                          STATION DESCRIPTION
 DM7286
 DM7286'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM7286'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP, SET DIRECTLY UNDER THE
 DM7286'ANTENNA FOR STATION NJGS CORS ARP (DF8717) ON THE CAMPUS OF THE
 DM7286'GLOUCESTER COUNTY COMMUNITY COLLEGE, AT THE NORTHEAST CORNER OF THE
 DM7286'INSTRUCTIONAL CENTER BUILDING (BUILDING C).
 DM7286'
 DM7286'TO REACH THE STATION FROM THE JUNCTION OF NJ STATE 47 AND NJ ROUTE 55
 DM7286'(EXIT 56), GO 0.25 MI (0.4 KM) NORTHWEST FROM THE BRIDGE CENTER OF THE
 DM7286'JUNCTION WITH BANKBRIDGE ROAD.  TURN LEFT AND GO 0.65 MI (1.0 KM)
 DM7286'SOUTH-SOUTHWEST TO THE JUNCTION WITH TANYARD ROAD.  TURN LEFT AND GO
 DM7286'0.55 MI (0.9 KM) SOUTH TO THE ENTRANCE DRIVEWAY TO THE GLOUCESTER
 DM7286'COUNTY COMMUNITY COLLEGE ENTRANCE ROAD.  TURN LEFT AND GO 0.85 MI (1.4
 DM7286'KM) EAST-SOUTHEAST ON THE CAMPUS ROAD TO A PARKING LOT ON THE LEFT
 DM7286'SIDE IN THE REAR OF INSTRUCTIONAL CENTER BUILDING.  TURN LEFT AND GO
 DM7286'0.1 MI (0.2 KM) NORTHEAST TO THE STATION AT THE BUILDING CORNER NEAR
 DM7286'THE NORTHEAST CORNER OF THE PARKING LOT BETWEEN THE INSTRUCTIONAL
 DM7286'CENTER BUILDING AND A METAL BUILDING.
 DM7286'
 DM7286'THE STATION IS 4.8 M (15.7 FT) SOUTHWEST OF THE NORTHEAST CORNER OF
 DM7286'THE INSTRUCTIONAL CENTER BUILDING, 10.1 M (33.1 FT) NORTHEAST OF THE
 DM7286'CENTERLINE OF THE ENTRANCE DOOR (D-1) FOR THE INSTRUCTIONAL CENTER
 DM7286'BUILDING, 8.2 M (26.9 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A METAL
 DM7286'BUILDING, 5.3 M (17.4 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DM7286'METAL BUILDING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU2833 ***********************************************************************
 HU2833  DESIGNATION -  NJGPS 1
 HU2833  PID         -  HU2833
 HU2833  STATE/COUNTY-  NJ/CAPE MAY
 HU2833  COUNTRY     -  US
 HU2833  USGS QUAD   -  CAPE MAY (2019)
 HU2833
 HU2833                         *CURRENT SURVEY CONTROL
 HU2833  ______________________________________________________________________
 HU2833* NAD 83(2011) POSITION- 38 57 57.02488(N) 074 57 47.70468(W)   ADJUSTED
 HU2833* NAD 83(2011) ELLIP HT-   -32.756 (meters)        (06/27/12)   ADJUSTED
 HU2833* NAD 83(2011) EPOCH   -  2010.00
 HU2833* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) GPS OBS
 HU2833  ______________________________________________________________________
 HU2833  NAVD 88 orthometric height was determined with geoid model    GEOID90
 HU2833  GEOID HEIGHT    -        -35.370 (meters)                     GEOID90
 HU2833  GEOID HEIGHT    -        -35.426 (meters)                     GEOID18
 HU2833  NAD 83(2011) X  -  1,288,290.639 (meters)                     COMP
 HU2833  NAD 83(2011) Y  - -4,795,660.528 (meters)                     COMP
 HU2833  NAD 83(2011) Z  -  3,989,348.580 (meters)                     COMP
 HU2833  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 HU2833
 HU2833  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2833  Standards:
 HU2833         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2833            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2833  -------------------------------------------------------------------
 HU2833  NETWORK    0.93   1.51           0.40   0.35   0.77      0.20424127
 HU2833  -------------------------------------------------------------------
 HU2833  Click here for local accuracies and other accuracy information.
 HU2833
 HU2833.The horizontal coordinates were established by GPS observations
 HU2833.and adjusted by the National Geodetic Survey in June 2012.
 HU2833
 HU2833.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2833.been affixed to the stable North American tectonic plate. See 
 HU2833.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2833
 HU2833.The horizontal coordinates are valid at the epoch date displayed above
 HU2833.which is a decimal equivalence of Year/Month/Day.
 HU2833
 HU2833.The orthometric height was determined by GPS observations and a
 HU2833.high-resolution geoid model.
 HU2833
 HU2833.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2833.GEOID18 height accuracy estimate available here.
 HU2833
 HU2833.Click photographs - Photos may exist for this station.
 HU2833
 HU2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2833
 HU2833.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2833
 HU2833.The ellipsoidal height was determined by GPS observations
 HU2833.and is referenced to NAD 83.
 HU2833
 HU2833. The following values were computed from the NAD 83(2011) position.
 HU2833
 HU2833;                    North         East     Units Scale Factor Converg.
 HU2833;SPC NJ       -    14,810.653   109,854.839   MT  0.99991984   -0 17 28.8
 HU2833;SPC NJ       -    48,591.28    360,415.42   sFT  0.99991984   -0 17 28.8
 HU2833;UTM  18      - 4,312,986.492   503,183.664   MT  0.99960012   +0 01 23.2
 HU2833
 HU2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2833!SPC NJ       -   1.00000514  x   0.99991984  =   0.99992498
 HU2833!UTM  18      -   1.00000514  x   0.99960012  =   0.99960526
 HU2833
 HU2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0318312986(NAD 83)
 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  NAD 83(2007)-  38 57 57.02517(N)    074 57 47.70542(W) AD(2002.00) 0
 HU2833  ELLIP H (02/10/07)  -32.741  (m)                       GP(2002.00)    
 HU2833  ELLIP H (10/23/02)  -32.723  (m)                       GP(       ) 4 1
 HU2833  NAD 83(1996)-  38 57 57.02518(N)    074 57 47.70514(W) AD(       ) 1
 HU2833  ELLIP H (05/14/99)  -32.732  (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)  -32.804  (m)                       GP(       ) 3 2
 HU2833
 HU2833.Superseded values are not recommended for survey control.
 HU2833
 HU2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2833.See file dsdata.pdf to determine how the superseded data were derived.
 HU2833
 HU2833_MARKER: DD = SURVEY DISK
 HU2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2833_STAMPING: NJGPS 1
 HU2833_MARK LOGO: USACE
 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       USACE
 HU2833  HISTORY     - 20080828 MARK NOT FOUND   UE
 HU2833
 HU2833                          STATION DESCRIPTION
 HU2833
 HU2833'DESCRIBED BY US ARMY CORPS OF 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.
 HU2833
 HU2833                          STATION RECOVERY (2008)
 HU2833
 HU2833'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 HU2833'WITNESS POST AND PILING ARE GONE. DIDN T LOOK FOR THE CAPPED PIPE
 HU2833'WHERE THE JETTY AND GABION MEET. NO SIGN OF BROKEN CONCRETE. SOME OF
 HU2833'THE ROCKS SET OFF THE METAL DETECTOR, BUT THAT WAS ALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4301 ***********************************************************************
 JU4301  DESIGNATION -  NJGPS 10
 JU4301  PID         -  JU4301
 JU4301  STATE/COUNTY-  NJ/CAPE MAY
 JU4301  COUNTRY     -  US
 JU4301  USGS QUAD   -  STONE HARBOR (2019)
 JU4301
 JU4301                         *CURRENT SURVEY CONTROL
 JU4301  ______________________________________________________________________
 JU4301* NAD 83(2011) POSITION- 39 04 48.56739(N) 074 46 26.45597(W)   ADJUSTED
 JU4301* NAD 83(2011) ELLIP HT-   -34.562 (meters)        (06/27/12)   ADJUSTED
 JU4301* NAD 83(2011) EPOCH   -  2010.00
 JU4301* NAVD 88 ORTHO HEIGHT -     0.7   (meters)        2.    (feet) GPS OBS
 JU4301  ______________________________________________________________________
 JU4301  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4301  GEOID HEIGHT    -        -35.150 (meters)                     GEOID90
 JU4301  GEOID HEIGHT    -        -35.236 (meters)                     GEOID18
 JU4301  NAD 83(2011) X  -  1,302,023.701 (meters)                     COMP
 JU4301  NAD 83(2011) Y  - -4,783,667.918 (meters)                     COMP
 JU4301  NAD 83(2011) Z  -  3,999,206.979 (meters)                     COMP
 JU4301  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 JU4301
 JU4301  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4301  Standards:
 JU4301         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4301            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4301  -------------------------------------------------------------------
 JU4301  NETWORK    0.97   1.71           0.42   0.37   0.87      0.03233837
 JU4301  -------------------------------------------------------------------
 JU4301  Click here for local accuracies and other accuracy information.
 JU4301
 JU4301.The horizontal coordinates were established by GPS observations
 JU4301.and adjusted by the National Geodetic Survey in June 2012.
 JU4301
 JU4301.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4301.been affixed to the stable North American tectonic plate. See 
 JU4301.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4301
 JU4301.The horizontal coordinates are valid at the epoch date displayed above
 JU4301.which is a decimal equivalence of Year/Month/Day.
 JU4301
 JU4301.The orthometric height was determined by GPS observations and a
 JU4301.high-resolution geoid model.
 JU4301
 JU4301.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4301.GEOID18 height accuracy estimate available here.
 JU4301
 JU4301.Click photographs - Photos may exist for this station.
 JU4301
 JU4301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4301
 JU4301.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4301
 JU4301.The ellipsoidal height was determined by GPS observations
 JU4301.and is referenced to NAD 83.
 JU4301
 JU4301. The following values were computed from the NAD 83(2011) position.
 JU4301
 JU4301;                    North         East     Units Scale Factor Converg.
 JU4301;SPC NJ       -    27,434.110   126,292.177   MT  0.99990692   -0 10 21.9
 JU4301;SPC NJ       -    90,006.74    414,343.58   sFT  0.99990692   -0 10 21.9
 JU4301;UTM  18      - 4,325,696.121   519,546.302   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1954625696(NAD 83)
 JU4301
 JU4301                          SUPERSEDED SURVEY CONTROL
 JU4301
 JU4301  NAD 83(2007)-  39 04 48.56772(N)    074 46 26.45671(W) AD(2002.00) 0
 JU4301  ELLIP H (02/10/07)  -34.551  (m)                       GP(2002.00)    
 JU4301  ELLIP H (10/23/02)  -34.531  (m)                       GP(       ) 4 1
 JU4301  NAD 83(1996)-  39 04 48.56763(N)    074 46 26.45654(W) AD(       ) 1
 JU4301  ELLIP H (05/14/99)  -34.550  (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)  -34.659  (m)                       GP(       ) 3 2
 JU4301
 JU4301.Superseded values are not recommended for survey control.
 JU4301
 JU4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4301.See file dsdata.pdf to determine how the superseded data were derived.
 JU4301
 JU4301_MARKER: DD = SURVEY DISK
 JU4301_SETTING: 0 = UNSPECIFIED SETTING
 JU4301_STAMPING: NJGPS 10
 JU4301_MARK LOGO: USACE
 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       USACE
 JU4301
 JU4301                          STATION DESCRIPTION
 JU4301
 JU4301'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4302 ***********************************************************************
 JU4302  DESIGNATION -  NJGPS 11
 JU4302  PID         -  JU4302
 JU4302  STATE/COUNTY-  NJ/CAPE MAY
 JU4302  COUNTRY     -  US
 JU4302  USGS QUAD   -  AVALON (2019)
 JU4302
 JU4302                         *CURRENT SURVEY CONTROL
 JU4302  ______________________________________________________________________
 JU4302* NAD 83(2011) POSITION- 39 06 32.95054(N) 074 44 32.67089(W)   ADJUSTED
 JU4302* NAD 83(2011) ELLIP HT-   -22.404 (meters)        (06/27/12)   ADJUSTED
 JU4302* NAD 83(2011) EPOCH   -  2010.00
 JU4302* NAVD 88 ORTHO HEIGHT -    12.8   (meters)       42.    (feet) GPS OBS
 JU4302  ______________________________________________________________________
 JU4302  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4302  GEOID HEIGHT    -        -35.070 (meters)                     GEOID90
 JU4302  GEOID HEIGHT    -        -35.161 (meters)                     GEOID18
 JU4302  NAD 83(2011) X  -  1,304,130.691 (meters)                     COMP
 JU4302  NAD 83(2011) Y  - -4,780,999.695 (meters)                     COMP
 JU4302  NAD 83(2011) Z  -  4,001,712.903 (meters)                     COMP
 JU4302  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 JU4302
 JU4302  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4302  Standards:
 JU4302         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4302            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4302  -------------------------------------------------------------------
 JU4302  NETWORK    0.69   0.98           0.28   0.28   0.50     -0.09253851
 JU4302  -------------------------------------------------------------------
 JU4302  Click here for local accuracies and other accuracy information.
 JU4302
 JU4302.The horizontal coordinates were established by GPS observations
 JU4302.and adjusted by the National Geodetic Survey in June 2012.
 JU4302
 JU4302.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4302.been affixed to the stable North American tectonic plate. See 
 JU4302.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4302
 JU4302.The horizontal coordinates are valid at the epoch date displayed above
 JU4302.which is a decimal equivalence of Year/Month/Day.
 JU4302
 JU4302.The orthometric height was determined by GPS observations and a
 JU4302.high-resolution geoid model.
 JU4302
 JU4302.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4302.GEOID18 height accuracy estimate available here.
 JU4302
 JU4302.Click photographs - Photos may exist for this station.
 JU4302
 JU4302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4302
 JU4302.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4302
 JU4302.The ellipsoidal height was determined by GPS observations
 JU4302.and is referenced to NAD 83.
 JU4302
 JU4302. The following values were computed from the NAD 83(2011) position.
 JU4302
 JU4302;                    North         East     Units Scale Factor Converg.
 JU4302;SPC NJ       -    30,645.007   129,035.402   MT  0.99990541   -0 09 10.5
 JU4302;SPC NJ       -   100,541.16    423,343.65   sFT  0.99990541   -0 09 10.5
 JU4302;UTM  18      - 4,328,921.094   522,270.997   MT  0.99960611   +0 09 45.0
 JU4302
 JU4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4302!SPC NJ       -   1.00000352  x   0.99990541  =   0.99990892
 JU4302!UTM  18      -   1.00000352  x   0.99960611  =   0.99960962
 JU4302
 JU4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2227028921(NAD 83)
 JU4302
 JU4302                          SUPERSEDED SURVEY CONTROL
 JU4302
 JU4302  NAD 83(2007)-  39 06 32.95089(N)    074 44 32.67164(W) AD(2002.00) 0
 JU4302  ELLIP H (02/10/07)  -22.394  (m)                       GP(2002.00)    
 JU4302  ELLIP H (10/23/02)  -22.374  (m)                       GP(       ) 4 1
 JU4302  NAD 83(1996)-  39 06 32.95081(N)    074 44 32.67149(W) AD(       ) 1
 JU4302  ELLIP H (05/14/99)  -22.394  (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)  -22.511  (m)                       GP(       ) 3 2
 JU4302
 JU4302.Superseded values are not recommended for survey control.
 JU4302
 JU4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4302.See file dsdata.pdf to determine how the superseded data were derived.
 JU4302
 JU4302_MARKER: DD = SURVEY DISK
 JU4302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU4302_SP_SET: BRIDGE
 JU4302_STAMPING: NJGPS 11 90
 JU4302_MARK LOGO: USACE
 JU4302_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4302+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2017
 JU4302
 JU4302  HISTORY     - Date     Condition        Report By
 JU4302  HISTORY     - 1990     MONUMENTED       USACE
 JU4302  HISTORY     - 20171117 GOOD             INDIV
 JU4302
 JU4302                          STATION DESCRIPTION
 JU4302
 JU4302'DESCRIBED BY US ARMY CORPS OF 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.
 JU4302
 JU4302                          STATION RECOVERY (2017)
 JU4302
 JU4302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (HBH)
 JU4302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4303 ***********************************************************************
 JU4303  DESIGNATION -  NJGPS 12
 JU4303  PID         -  JU4303
 JU4303  STATE/COUNTY-  NJ/CAPE MAY
 JU4303  COUNTRY     -  US
 JU4303  USGS QUAD   -  SEA ISLE CITY (2019)
 JU4303
 JU4303                         *CURRENT SURVEY CONTROL
 JU4303  ______________________________________________________________________
 JU4303* NAD 83(2011) POSITION- 39 09 34.39191(N) 074 41 58.09147(W)   ADJUSTED
 JU4303* NAD 83(2011) ELLIP HT-   -22.450 (meters)        (06/27/12)   ADJUSTED
 JU4303* NAD 83(2011) EPOCH   -  2010.00
 JU4303* NAVD 88 ORTHO HEIGHT -    12.550 (meters)       41.17  (feet) ADJUSTED
 JU4303  ______________________________________________________________________
 JU4303  GEOID HEIGHT    -        -34.998 (meters)                     GEOID18
 JU4303  NAD 83(2011) X  -  1,306,781.418 (meters)                     COMP
 JU4303  NAD 83(2011) Y  - -4,776,614.702 (meters)                     COMP
 JU4303  NAD 83(2011) Z  -  4,006,052.995 (meters)                     COMP
 JU4303  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 JU4303  DYNAMIC HEIGHT  -         12.543 (meters)       41.15  (feet) COMP
 JU4303  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 JU4303
 JU4303  VERT ORDER      -  FIRST     CLASS II
 JU4303
 JU4303  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4303  Standards:
 JU4303         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4303            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4303  -------------------------------------------------------------------
 JU4303  NETWORK    0.69   0.94           0.28   0.28   0.48     -0.09854763
 JU4303  -------------------------------------------------------------------
 JU4303  Click here for local accuracies and other accuracy information.
 JU4303
 JU4303.The horizontal coordinates were established by GPS observations
 JU4303.and adjusted by the National Geodetic Survey in June 2012.
 JU4303
 JU4303.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4303.been affixed to the stable North American tectonic plate. See 
 JU4303.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4303
 JU4303.The horizontal coordinates are valid at the epoch date displayed above
 JU4303.which is a decimal equivalence of Year/Month/Day.
 JU4303
 JU4303.The orthometric height was determined by differential leveling and
 JU4303.adjusted by the NATIONAL GEODETIC SURVEY
 JU4303.in March 2001.
 JU4303
 JU4303.No vertical observational check was made to the station.
 JU4303
 JU4303.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4303.GEOID18 height accuracy estimate available here.
 JU4303
 JU4303.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU4303
 JU4303.The ellipsoidal height was determined by GPS observations
 JU4303.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4303
 JU4303;                    North         East     Units Scale Factor Converg.
 JU4303;SPC NJ       -    36,230.773   132,761.236   MT  0.99990366   -0 07 33.5
 JU4303;SPC NJ       -   118,867.13    435,567.49   sFT  0.99990366   -0 07 33.5
 JU4303;UTM  18      - 4,334,525.630   525,964.910   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2596434525(NAD 83)
 JU4303
 JU4303                          SUPERSEDED SURVEY CONTROL
 JU4303
 JU4303  NAD 83(2007)-  39 09 34.39226(N)    074 41 58.09222(W) AD(2002.00) 0
 JU4303  ELLIP H (02/10/07)  -22.440  (m)                       GP(2002.00)    
 JU4303  ELLIP H (10/23/02)  -22.419  (m)                       GP(       ) 4 1
 JU4303  NAD 83(1996)-  39 09 34.39216(N)    074 41 58.09205(W) AD(       ) 1
 JU4303  ELLIP H (05/14/99)  -22.439  (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)  -22.557  (m)                       GP(       ) 3 2
 JU4303  NAVD 88 (03/31/93)   12.6    (m)  GEOID90  model used  GPS OBS        
 JU4303
 JU4303.Superseded values are not recommended for survey control.
 JU4303
 JU4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4303.See file dsdata.pdf to determine how the superseded data were derived.
 JU4303
 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: USACE
 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 - October 29, 2007
 JU4303
 JU4303  HISTORY     - Date     Condition        Report By
 JU4303  HISTORY     - 1990     MONUMENTED       USACE
 JU4303  HISTORY     - 19980512 GOOD             NJGS
 JU4303  HISTORY     - 20060324 GOOD             GEOCAC
 JU4303  HISTORY     - 20071029 GOOD             NJDEP
 JU4303
 JU4303                          STATION DESCRIPTION
 JU4303
 JU4303'DESCRIBED BY US ARMY CORPS OF 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.
 JU4303
 JU4303                          STATION RECOVERY (2007)
 JU4303
 JU4303'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 JU4303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4305 ***********************************************************************
 JU4305  DESIGNATION -  NJGPS 14
 JU4305  PID         -  JU4305
 JU4305  STATE/COUNTY-  NJ/CAPE MAY
 JU4305  COUNTRY     -  US
 JU4305  USGS QUAD   -  SEA ISLE CITY (2019)
 JU4305
 JU4305                         *CURRENT SURVEY CONTROL
 JU4305  ______________________________________________________________________
 JU4305* NAD 83(2011) POSITION- 39 13 56.75119(N) 074 38 44.70882(W)   ADJUSTED
 JU4305* NAD 83(2011) ELLIP HT-   -32.888 (meters)        (06/27/12)   ADJUSTED
 JU4305* NAD 83(2011) EPOCH   -  2010.00
 JU4305* NAVD 88 ORTHO HEIGHT -     1.9   (meters)        6.    (feet) GPS OBS
 JU4305  ______________________________________________________________________
 JU4305  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4305  GEOID HEIGHT    -        -34.670 (meters)                     GEOID90
 JU4305  GEOID HEIGHT    -        -34.742 (meters)                     GEOID18
 JU4305  NAD 83(2011) X  -  1,309,903.099 (meters)                     COMP
 JU4305  NAD 83(2011) Y  - -4,770,448.970 (meters)                     COMP
 JU4305  NAD 83(2011) Z  -  4,012,316.658 (meters)                     COMP
 JU4305  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 JU4305
 JU4305  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4305  Standards:
 JU4305         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4305            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4305  -------------------------------------------------------------------
 JU4305  NETWORK    0.60   0.90           0.25   0.24   0.46      0.02478681
 JU4305  -------------------------------------------------------------------
 JU4305  Click here for local accuracies and other accuracy information.
 JU4305
 JU4305.The horizontal coordinates were established by GPS observations
 JU4305.and adjusted by the National Geodetic Survey in June 2012.
 JU4305
 JU4305.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4305.been affixed to the stable North American tectonic plate. See 
 JU4305.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4305
 JU4305.The horizontal coordinates are valid at the epoch date displayed above
 JU4305.which is a decimal equivalence of Year/Month/Day.
 JU4305
 JU4305.The orthometric height was determined by GPS observations and a
 JU4305.high-resolution geoid model.
 JU4305
 JU4305.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4305.GEOID18 height accuracy estimate available here.
 JU4305
 JU4305.Click photographs - Photos may exist for this station.
 JU4305
 JU4305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4305
 JU4305.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4305
 JU4305.The ellipsoidal height was determined by GPS observations
 JU4305.and is referenced to NAD 83.
 JU4305
 JU4305. The following values were computed from the NAD 83(2011) position.
 JU4305
 JU4305;                    North         East     Units Scale Factor Converg.
 JU4305;SPC NJ       -    44,311.950   137,416.658   MT  0.99990195   -0 05 31.9
 JU4305;SPC NJ       -   145,380.12    450,841.15   sFT  0.99990195   -0 05 31.9
 JU4305;UTM  18      - 4,342,629.984   530,574.343   MT  0.99961151   +0 13 26.6
 JU4305
 JU4305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4305!SPC NJ       -   1.00000516  x   0.99990195  =   0.99990711
 JU4305!UTM  18      -   1.00000516  x   0.99961151  =   0.99961667
 JU4305
 JU4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3057442629(NAD 83)
 JU4305
 JU4305                          SUPERSEDED SURVEY CONTROL
 JU4305
 JU4305  NAD 83(2007)-  39 13 56.75155(N)    074 38 44.70956(W) AD(2002.00) 0
 JU4305  ELLIP H (02/10/07)  -32.878  (m)                       GP(2002.00)    
 JU4305  ELLIP H (10/23/02)  -32.851  (m)                       GP(       ) 4 1
 JU4305  NAD 83(1996)-  39 13 56.75142(N)    074 38 44.70939(W) AD(       ) 1
 JU4305  ELLIP H (05/14/99)  -32.877  (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)  -32.985  (m)                       GP(       ) 3 2
 JU4305
 JU4305.Superseded values are not recommended for survey control.
 JU4305
 JU4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4305.See file dsdata.pdf to determine how the superseded data were derived.
 JU4305
 JU4305_MARKER: DD = SURVEY DISK
 JU4305_SETTING: 0 = UNSPECIFIED SETTING
 JU4305_STAMPING: NJGPS 14 90
 JU4305_MARK LOGO: USACE
 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       USACE
 JU4305
 JU4305                          STATION DESCRIPTION
 JU4305
 JU4305'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4306 ***********************************************************************
 JU4306  DESIGNATION -  NJGPS 15
 JU4306  PID         -  JU4306
 JU4306  STATE/COUNTY-  NJ/ATLANTIC
 JU4306  COUNTRY     -  US
 JU4306  USGS QUAD   -  OCEAN CITY (2019)
 JU4306
 JU4306                         *CURRENT SURVEY CONTROL
 JU4306  ______________________________________________________________________
 JU4306* NAD 83(2011) POSITION- 39 18 48.12653(N) 074 33 33.63707(W)   ADJUSTED
 JU4306* NAD 83(2011) ELLIP HT-   -14.607 (meters)        (06/27/12)   ADJUSTED
 JU4306* NAD 83(2011) EPOCH   -  2010.00
 JU4306* NAVD 88 ORTHO HEIGHT -    19.878 (meters)       65.22  (feet) ADJUSTED
 JU4306  ______________________________________________________________________
 JU4306  GEOID HEIGHT    -        -34.490 (meters)                     GEOID18
 JU4306  NAD 83(2011) X  -  1,315,585.378 (meters)                     COMP
 JU4306  NAD 83(2011) Y  - -4,762,998.910 (meters)                     COMP
 JU4306  NAD 83(2011) Z  -  4,019,284.428 (meters)                     COMP
 JU4306  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 JU4306  DYNAMIC HEIGHT  -         19.868 (meters)       65.18  (feet) COMP
 JU4306  MODELED GRAVITY -    980,103.6   (mgal)                       NAVD 88
 JU4306
 JU4306  VERT ORDER      -  FIRST     CLASS II
 JU4306
 JU4306  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4306  Standards:
 JU4306         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4306            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4306  -------------------------------------------------------------------
 JU4306  NETWORK    0.81   1.10           0.32   0.34   0.56     -0.06677527
 JU4306  -------------------------------------------------------------------
 JU4306  Click here for local accuracies and other accuracy information.
 JU4306
 JU4306.The horizontal coordinates were established by GPS observations
 JU4306.and adjusted by the National Geodetic Survey in June 2012.
 JU4306
 JU4306.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4306.been affixed to the stable North American tectonic plate. See 
 JU4306.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4306
 JU4306.The horizontal coordinates are valid at the epoch date displayed above
 JU4306.which is a decimal equivalence of Year/Month/Day.
 JU4306
 JU4306.The orthometric height was determined by differential leveling and
 JU4306.adjusted by the NATIONAL GEODETIC SURVEY
 JU4306.in March 2005.
 JU4306
 JU4306.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4306.GEOID18 height accuracy estimate available here.
 JU4306
 JU4306.Click photographs - Photos may exist for this station.
 JU4306
 JU4306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4306
 JU4306.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4306
 JU4306.The ellipsoidal height was determined by GPS observations
 JU4306.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4306
 JU4306;                    North         East     Units Scale Factor Converg.
 JU4306;SPC NJ       -    53,288.355   144,882.539   MT  0.99990032   -0 02 15.4
 JU4306;SPC NJ       -   174,830.21    475,335.46   sFT  0.99990032   -0 02 15.4
 JU4306;UTM  18      - 4,351,644.911   537,988.399   MT  0.99961777   +0 16 45.1
 JU4306
 JU4306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4306!SPC NJ       -   1.00000229  x   0.99990032  =   0.99990261
 JU4306!UTM  18      -   1.00000229  x   0.99961777  =   0.99962006
 JU4306
 JU4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3798851644(NAD 83)
 JU4306
 JU4306                          SUPERSEDED SURVEY CONTROL
 JU4306
 JU4306  NAD 83(2007)-  39 18 48.12688(N)    074 33 33.63778(W) AD(2002.00) 0
 JU4306  ELLIP H (02/10/07)  -14.598  (m)                       GP(2002.00)    
 JU4306  ELLIP H (10/23/02)  -14.552  (m)                       GP(       ) 4 1
 JU4306  NAD 83(1996)-  39 18 48.12658(N)    074 33 33.63766(W) AD(       ) 1
 JU4306  ELLIP H (05/14/99)  -14.601  (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)  -14.676  (m)                       GP(       ) 3 2
 JU4306  NAVD 88 (03/31/93)   19.9    (m)  GEOID90  model used  GPS OBS        
 JU4306
 JU4306.Superseded values are not recommended for survey control.
 JU4306
 JU4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4306.See file dsdata.pdf to determine how the superseded data were derived.
 JU4306
 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: NJ GPS 15 90
 JU4306_MARK LOGO: USACE
 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 - November 09, 2011
 JU4306
 JU4306  HISTORY     - Date     Condition        Report By
 JU4306  HISTORY     - 1990     MONUMENTED       USACE
 JU4306  HISTORY     - 20000808 GOOD             NJGS
 JU4306  HISTORY     - 20111109 GOOD             INDIV
 JU4306
 JU4306                          STATION DESCRIPTION
 JU4306
 JU4306'DESCRIBED BY US ARMY CORPS OF 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.
 JU4306
 JU4306                          STATION RECOVERY (2011)
 JU4306
 JU4306'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU4306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4307 ***********************************************************************
 JU4307  DESIGNATION -  NJGPS 16
 JU4307  PID         -  JU4307
 JU4307  STATE/COUNTY-  NJ/ATLANTIC
 JU4307  COUNTRY     -  US
 JU4307  USGS QUAD   -  OCEAN CITY (2019)
 JU4307
 JU4307                         *CURRENT SURVEY CONTROL
 JU4307  ______________________________________________________________________
 JU4307* NAD 83(2011) POSITION- 39 18 55.72365(N) 074 31 44.55204(W)   ADJUSTED
 JU4307* NAD 83(2011) ELLIP HT-   -24.428 (meters)        (06/27/12)   ADJUSTED
 JU4307* NAD 83(2011) EPOCH   -  2010.00
 JU4307* NAVD 88 ORTHO HEIGHT -    10.101 (meters)       33.14  (feet) ADJUSTED
 JU4307  ______________________________________________________________________
 JU4307  GEOID HEIGHT    -        -34.513 (meters)                     GEOID18
 JU4307  NAD 83(2011) X  -  1,318,062.526 (meters)                     COMP
 JU4307  NAD 83(2011) Y  - -4,762,152.100 (meters)                     COMP
 JU4307  NAD 83(2011) Z  -  4,019,459.471 (meters)                     COMP
 JU4307  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 JU4307  DYNAMIC HEIGHT  -         10.096 (meters)       33.12  (feet) COMP
 JU4307  MODELED GRAVITY -    980,103.2   (mgal)                       NAVD 88
 JU4307
 JU4307  VERT ORDER      -  FIRST     CLASS II
 JU4307
 JU4307  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4307  Standards:
 JU4307         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4307            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4307  -------------------------------------------------------------------
 JU4307  NETWORK    0.80   1.08           0.33   0.32   0.55     -0.11830305
 JU4307  -------------------------------------------------------------------
 JU4307  Click here for local accuracies and other accuracy information.
 JU4307
 JU4307.The horizontal coordinates were established by GPS observations
 JU4307.and adjusted by the National Geodetic Survey in June 2012.
 JU4307
 JU4307.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4307.been affixed to the stable North American tectonic plate. See 
 JU4307.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4307
 JU4307.The horizontal coordinates are valid at the epoch date displayed above
 JU4307.which is a decimal equivalence of Year/Month/Day.
 JU4307
 JU4307.The orthometric height was determined by differential leveling and
 JU4307.adjusted by the NATIONAL GEODETIC SURVEY
 JU4307.in March 2005.
 JU4307
 JU4307.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4307.GEOID18 height accuracy estimate available here.
 JU4307
 JU4307.Click photographs - Photos may exist for this station.
 JU4307
 JU4307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4307
 JU4307.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4307
 JU4307.The ellipsoidal height was determined by GPS observations
 JU4307.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4307
 JU4307;                    North         East     Units Scale Factor Converg.
 JU4307;SPC NJ       -    53,521.345   147,495.636   MT  0.99990008   -0 01 06.2
 JU4307;SPC NJ       -   175,594.61    483,908.60   sFT  0.99990008   -0 01 06.2
 JU4307;UTM  18      - 4,351,892.275   540,599.433   MT  0.99962029   +0 17 54.2
 JU4307
 JU4307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4307!SPC NJ       -   1.00000383  x   0.99990008  =   0.99990391
 JU4307!UTM  18      -   1.00000383  x   0.99962029  =   0.99962412
 JU4307
 JU4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4059951892(NAD 83)
 JU4307
 JU4307                          SUPERSEDED SURVEY CONTROL
 JU4307
 JU4307  NAD 83(2007)-  39 18 55.72400(N)    074 31 44.55276(W) AD(2002.00) 0
 JU4307  ELLIP H (02/10/07)  -24.419  (m)                       GP(2002.00)    
 JU4307  ELLIP H (10/23/02)  -24.375  (m)                       GP(       ) 4 1
 JU4307  NAD 83(1996)-  39 18 55.72369(N)    074 31 44.55263(W) AD(       ) 1
 JU4307  ELLIP H (05/14/99)  -24.421  (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)  -24.495  (m)                       GP(       ) 3 2
 JU4307  NAVD 88 (03/31/93)   10.1    (m)  GEOID90  model used  GPS OBS        
 JU4307
 JU4307.Superseded values are not recommended for survey control.
 JU4307
 JU4307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4307.See file dsdata.pdf to determine how the superseded data were derived.
 JU4307
 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: NJ GPS 16 90
 JU4307_MARK LOGO: USACE
 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 - March 15, 2013
 JU4307
 JU4307  HISTORY     - Date     Condition        Report By
 JU4307  HISTORY     - 1990     MONUMENTED       USACE
 JU4307  HISTORY     - 20000808 GOOD             NJGS
 JU4307  HISTORY     - 20111109 GOOD             INDIV
 JU4307  HISTORY     - 20130315 GOOD             JMT
 JU4307
 JU4307                          STATION DESCRIPTION
 JU4307
 JU4307'DESCRIBED BY US ARMY CORPS OF 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.
 JU4307
 JU4307                          STATION RECOVERY (2011)
 JU4307
 JU4307'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU4307'RECOVERED IN GOOD CONDITION. FOUND AS DESCRIBED EXCEPT THAT THE BRIDGE
 JU4307'STREET LIGHT MENTIONED AS NUMBER 7 IN THE 1990 DESCRIPTION IS MARKED
 JU4307'AS BRIDGE STREET LIGHT NUMBER 6. THE STATION IS AT THE TOP OF THE
 JU4307'BRIDGE SEPARATING LONGPORT BOROUGH AND EGG HARBOR TOWNSHIP.
 JU4307
 JU4307                          STATION RECOVERY (2013)
 JU4307
 JU4307'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2013 (AEG)
 JU4307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4308 ***********************************************************************
 JU4308  DESIGNATION -  NJGPS 17
 JU4308  PID         -  JU4308
 JU4308  STATE/COUNTY-  NJ/ATLANTIC
 JU4308  COUNTRY     -  US
 JU4308  USGS QUAD   -  OCEAN CITY (2019)
 JU4308
 JU4308                         *CURRENT SURVEY CONTROL
 JU4308  ______________________________________________________________________
 JU4308* NAD 83(2011) POSITION- 39 20 15.65934(N) 074 30 54.77098(W)   ADJUSTED
 JU4308* NAD 83(2011) ELLIP HT-   -31.503 (meters)        (06/27/12)   ADJUSTED
 JU4308* NAD 83(2011) EPOCH   -  2010.00
 JU4308* NAVD 88 ORTHO HEIGHT -     2.906 (meters)        9.53  (feet) ADJUSTED
 JU4308  ______________________________________________________________________
 JU4308  GEOID HEIGHT    -        -34.427 (meters)                     GEOID18
 JU4308  NAD 83(2011) X  -  1,318,793.252 (meters)                     COMP
 JU4308  NAD 83(2011) Y  - -4,760,323.020 (meters)                     COMP
 JU4308  NAD 83(2011) Z  -  4,021,361.899 (meters)                     COMP
 JU4308  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 JU4308  DYNAMIC HEIGHT  -          2.905 (meters)        9.53  (feet) COMP
 JU4308  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 JU4308
 JU4308  VERT ORDER      -  SECOND    CLASS I
 JU4308
 JU4308  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4308  Standards:
 JU4308         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4308            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4308  -------------------------------------------------------------------
 JU4308  NETWORK    1.03   1.39           0.44   0.40   0.71     -0.06382056
 JU4308  -------------------------------------------------------------------
 JU4308  Click here for local accuracies and other accuracy information.
 JU4308
 JU4308.The horizontal coordinates were established by GPS observations
 JU4308.and adjusted by the National Geodetic Survey in June 2012.
 JU4308
 JU4308.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4308.been affixed to the stable North American tectonic plate. See 
 JU4308.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4308
 JU4308.The horizontal coordinates are valid at the epoch date displayed above
 JU4308.which is a decimal equivalence of Year/Month/Day.
 JU4308
 JU4308.The orthometric height was determined by differential leveling and
 JU4308.adjusted by the NATIONAL GEODETIC SURVEY
 JU4308.in March 2001.
 JU4308
 JU4308.No vertical observational check was made to the station.
 JU4308
 JU4308.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4308.GEOID18 height accuracy estimate available here.
 JU4308
 JU4308.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU4308
 JU4308.The ellipsoidal height was determined by GPS observations
 JU4308.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4308
 JU4308;                    North         East     Units Scale Factor Converg.
 JU4308;SPC NJ       -    55,985.973   148,688.471   MT  0.99990002   -0 00 34.7
 JU4308;SPC NJ       -   183,680.65    487,822.09   sFT  0.99990002   -0 00 34.7
 JU4308;UTM  18      - 4,354,362.772   541,778.289   MT  0.99962149   +0 18 26.3
 JU4308
 JU4308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4308!SPC NJ       -   1.00000494  x   0.99990002  =   0.99990496
 JU4308!UTM  18      -   1.00000494  x   0.99962149  =   0.99962643
 JU4308
 JU4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4177854362(NAD 83)
 JU4308
 JU4308                          SUPERSEDED SURVEY CONTROL
 JU4308
 JU4308  NAD 83(2007)-  39 20 15.65969(N)    074 30 54.77170(W) AD(2002.00) 0
 JU4308  ELLIP H (02/10/07)  -31.494  (m)                       GP(2002.00)    
 JU4308  ELLIP H (10/23/02)  -31.452  (m)                       GP(       ) 4 1
 JU4308  NAD 83(1996)-  39 20 15.65941(N)    074 30 54.77159(W) AD(       ) 1
 JU4308  ELLIP H (05/14/99)  -31.495  (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)  -31.572  (m)                       GP(       ) 3 2
 JU4308  NAVD 88 (03/31/93)    2.9    (m)  GEOID90  model used  GPS OBS        
 JU4308
 JU4308.Superseded values are not recommended for survey control.
 JU4308
 JU4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4308.See file dsdata.pdf to determine how the superseded data were derived.
 JU4308
 JU4308_MARKER: DD = SURVEY DISK
 JU4308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4308_STAMPING: NJ GPS 17 06
 JU4308_MARK LOGO: USACE
 JU4308_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4308+STABILITY: SURFACE MOTION
 JU4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4308+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2021
 JU4308
 JU4308  HISTORY     - Date     Condition        Report By
 JU4308  HISTORY     - 1990     MONUMENTED       USACE
 JU4308  HISTORY     - 19980223 GOOD             NJGS
 JU4308  HISTORY     - 20020505 GOOD             NJDEP
 JU4308  HISTORY     - 20210818 GOOD             NJGS
 JU4308
 JU4308                          STATION DESCRIPTION
 JU4308
 JU4308'DESCRIBED BY US ARMY CORPS OF 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.
 JU4308
 JU4308                          STATION RECOVERY (2021)
 JU4308
 JU4308'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (RJK)
 JU4308'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF ATLANTIC
 JU4308'CITY, 5.2 MI (8.4 KM) NORTHEAST OF OCEAN CITY AND 3.6 MI (5.8 KM)
 JU4308'SOUTH OF PLEASANTVILLE, IN NORTHFIELD, ON THE NORTH SIDE OF MARGATE
 JU4308'BOULEVARD (COUNTY ROAD 563) AT THE WEST END OF THE MARGATE BRIDGE
 JU4308'SPANNING THE INTERCOASTAL WATERWAY.
 JU4308'
 JU4308'THE STATION IS ON A GRASSY BERM AT THE WESTERLY APPROACH, 73 FT (22.3
 JU4308'M) NORTHEAST OF POLE NUMBER 31896, 22 FT (6.7 M) NORTH OF THE
 JU4308'CENTERLINE OF THE ROAD, 62 FT (18.9 M) WEST OF THE WEST END OF THE
 JU4308'BRIDGE, 32 FT (9.8 M) SOUTH OF A TELEPHONE MANHOLE, 0.5 FT (15 CM)
 JU4308'NORTH OF THE NORTH FACE OF THE GUIDE RAIL, 1.5 FT (0.5 M) NORTHWEST OF
 JU4308'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4309 ***********************************************************************
 JU4309  DESIGNATION -  NJGPS 18
 JU4309  PID         -  JU4309
 JU4309  STATE/COUNTY-  NJ/ATLANTIC
 JU4309  COUNTRY     -  US
 JU4309  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4309
 JU4309                         *CURRENT SURVEY CONTROL
 JU4309  ______________________________________________________________________
 JU4309* NAD 83(2011) POSITION- 39 22 02.37506(N) 074 28 26.88747(W)   ADJUSTED
 JU4309* NAD 83(2011) ELLIP HT-   -25.701 (meters)        (06/27/12)   ADJUSTED
 JU4309* NAD 83(2011) EPOCH   -  2010.00
 JU4309* NAVD 88 ORTHO HEIGHT -     8.620 (meters)       28.28  (feet) ADJUSTED
 JU4309  ______________________________________________________________________
 JU4309  GEOID HEIGHT    -        -34.349 (meters)                     GEOID18
 JU4309  NAD 83(2011) X  -  1,321,648.487 (meters)                     COMP
 JU4309  NAD 83(2011) Y  - -4,757,369.929 (meters)                     COMP
 JU4309  NAD 83(2011) Z  -  4,023,910.410 (meters)                     COMP
 JU4309  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 JU4309  DYNAMIC HEIGHT  -          8.616 (meters)       28.27  (feet) COMP
 JU4309  MODELED GRAVITY -    980,109.0   (mgal)                       NAVD 88
 JU4309
 JU4309  VERT ORDER      -  FIRST     CLASS II
 JU4309
 JU4309  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4309  Standards:
 JU4309         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4309            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4309  -------------------------------------------------------------------
 JU4309  NETWORK    0.84   1.35           0.37   0.31   0.69      0.06356169
 JU4309  -------------------------------------------------------------------
 JU4309  Click here for local accuracies and other accuracy information.
 JU4309
 JU4309.The horizontal coordinates were established by GPS observations
 JU4309.and adjusted by the National Geodetic Survey in June 2012.
 JU4309
 JU4309.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4309.been affixed to the stable North American tectonic plate. See 
 JU4309.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4309
 JU4309.The horizontal coordinates are valid at the epoch date displayed above
 JU4309.which is a decimal equivalence of Year/Month/Day.
 JU4309
 JU4309.The orthometric height was determined by differential leveling and
 JU4309.adjusted by the NATIONAL GEODETIC SURVEY
 JU4309.in August 2018.
 JU4309
 JU4309.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4309.GEOID18 height accuracy estimate available here.
 JU4309
 JU4309.Click photographs - Photos may exist for this station.
 JU4309
 JU4309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4309
 JU4309.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4309
 JU4309.The ellipsoidal height was determined by GPS observations
 JU4309.and is referenced to NAD 83.
 JU4309
 JU4309.The dynamic height is computed by dividing the NAVD 88
 JU4309.geopotential number by the normal gravity value computed on the
 JU4309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4309.degrees latitude (g = 980.6199 gals.).
 JU4309
 JU4309.The modeled gravity was interpolated from observed gravity values.
 JU4309
 JU4309. The following values were computed from the NAD 83(2011) position.
 JU4309
 JU4309;                    North         East     Units Scale Factor Converg.
 JU4309;SPC NJ       -    59,276.912   152,228.703   MT  0.99990006   +0 00 59.1
 JU4309;SPC NJ       -   194,477.67    499,437.00   sFT  0.99990006   +0 00 59.1
 JU4309;UTM  18      - 4,357,672.335   545,299.282   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  =   0.99962929
 JU4309
 JU4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4529957672(NAD 83)
 JU4309
 JU4309                          SUPERSEDED SURVEY CONTROL
 JU4309
 JU4309  NAD 83(2007)-  39 22 02.37543(N)    074 28 26.88820(W) AD(2002.00) 0
 JU4309  ELLIP H (02/10/07)  -25.691  (m)                       GP(2002.00)    
 JU4309  ELLIP H (10/23/02)  -25.656  (m)                       GP(       ) 4 1
 JU4309  NAD 83(1996)-  39 22 02.37518(N)    074 28 26.88812(W) AD(       ) 1
 JU4309  ELLIP H (05/14/99)  -25.684  (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)  -25.764  (m)                       GP(       ) 3 2
 JU4309  NAVD 88 (03/31/93)    8.7    (m)  GEOID90  model used  GPS OBS        
 JU4309
 JU4309.Superseded values are not recommended for survey control.
 JU4309
 JU4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4309.See file dsdata.pdf to determine how the superseded data were derived.
 JU4309
 JU4309_MARKER: DD = SURVEY DISK
 JU4309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4309_SP_SET: MEDIAN DIVIDER
 JU4309_STAMPING: NJ GPS 18 90
 JU4309_MARK LOGO: USACE
 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 - February 07, 2017
 JU4309
 JU4309  HISTORY     - Date     Condition        Report By
 JU4309  HISTORY     - 1990     MONUMENTED       USACE
 JU4309  HISTORY     - 20070419 GOOD             INDIV
 JU4309  HISTORY     - 20090106 GOOD             BANC
 JU4309  HISTORY     - 20150204 GOOD             BASE9
 JU4309  HISTORY     - 20170207 GOOD             NJGS
 JU4309
 JU4309                          STATION DESCRIPTION
 JU4309
 JU4309'DESCRIBED BY US ARMY CORPS OF 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.
 JU4309
 JU4309                          STATION RECOVERY (2007)
 JU4309
 JU4309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (WMS)
 JU4309'RECOVERED AS DESCRIBED
 JU4309
 JU4309                          STATION RECOVERY (2009)
 JU4309
 JU4309'RECOVERY NOTE BY BANC 3 2009 (AP)
 JU4309'RECOVERED IN GOOD CONDITION.
 JU4309
 JU4309                          STATION RECOVERY (2015)
 JU4309
 JU4309'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 JU4309'RECOVERED IN GOOD CONDITION.
 JU4309
 JU4309                          STATION RECOVERY (2017)
 JU4309
 JU4309'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4309'RECOVERED IN GOOD CONDITION.
 JU4309'
 JU4309'NOTE-ADD-THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST
 JU4309'OF BRIGANTINE, 3.1 MI (5.0 KM) EAST-SOUTHEAST OF PLEASANTVILLE, IN
 JU4309'ATLANTIC CITY.
 JU4309'
 JU4309'TO REACH FROM THE INTERSECTION OF US HIGHWAY 9 AND US HIGHWAYS 40/322
 JU4309'IN PLEASANTVILLE, GO 3.4 MI (5.5 KM) EAST-SOUTHEAST ON US HIGHWAY
 JU4309'40/322 TO THE DORSET AVENUE RAMP LEADING TO THE ATLANTIC CITY HIGH
 JU4309'SCHOOL, TAKE RAMP TO DORSET AVENUE AND THE STATION ABOUT 181 FT (55.2
 JU4309'M) TO THE LEFT, SET IN THE DIVIDER ISLAND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4310 ***********************************************************************
 JU4310  DESIGNATION -  NJGPS 19
 JU4310  PID         -  JU4310
 JU4310  STATE/COUNTY-  NJ/ATLANTIC
 JU4310  COUNTRY     -  US
 JU4310  USGS QUAD   -  OCEANVILLE (2019)
 JU4310
 JU4310                         *CURRENT SURVEY CONTROL
 JU4310  ______________________________________________________________________
 JU4310* NAD 83(2011) POSITION- 39 22 38.40586(N) 074 27 06.17701(W)   ADJUSTED
 JU4310* NAD 83(2011) ELLIP HT-   -24.991 (meters)        (06/27/12)   ADJUSTED
 JU4310* NAD 83(2011) EPOCH   -  2010.00
 JU4310* NAVD 88 ORTHO HEIGHT -     9.330 (meters)       30.61  (feet) ADJUSTED
 JU4310  ______________________________________________________________________
 JU4310  GEOID HEIGHT    -        -34.331 (meters)                     GEOID18
 JU4310  NAD 83(2011) X  -  1,323,321.127 (meters)                     COMP
 JU4310  NAD 83(2011) Y  - -4,756,173.854 (meters)                     COMP
 JU4310  NAD 83(2011) Z  -  4,024,769.840 (meters)                     COMP
 JU4310  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 JU4310  DYNAMIC HEIGHT  -          9.325 (meters)       30.59  (feet) COMP
 JU4310  MODELED GRAVITY -    980,110.0   (mgal)                       NAVD 88
 JU4310
 JU4310  VERT ORDER      -  FIRST     CLASS II
 JU4310
 JU4310  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4310  Standards:
 JU4310         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4310            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4310  -------------------------------------------------------------------
 JU4310  NETWORK    1.19   2.33           0.53   0.42   1.19      0.28366772
 JU4310  -------------------------------------------------------------------
 JU4310  Click here for local accuracies and other accuracy information.
 JU4310
 JU4310.The horizontal coordinates were established by GPS observations
 JU4310.and adjusted by the National Geodetic Survey in June 2012.
 JU4310
 JU4310.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4310.been affixed to the stable North American tectonic plate. See 
 JU4310.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4310
 JU4310.The horizontal coordinates are valid at the epoch date displayed above
 JU4310.which is a decimal equivalence of Year/Month/Day.
 JU4310
 JU4310.The orthometric height was determined by differential leveling and
 JU4310.adjusted by the NATIONAL GEODETIC SURVEY
 JU4310.in August 2018.
 JU4310
 JU4310.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4310.GEOID18 height accuracy estimate available here.
 JU4310
 JU4310.Click photographs - Photos may exist for this station.
 JU4310
 JU4310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4310
 JU4310.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4310
 JU4310.The ellipsoidal height was determined by GPS observations
 JU4310.and is referenced to NAD 83.
 JU4310
 JU4310.The dynamic height is computed by dividing the NAVD 88
 JU4310.geopotential number by the normal gravity value computed on the
 JU4310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4310.degrees latitude (g = 980.6199 gals.).
 JU4310
 JU4310.The modeled gravity was interpolated from observed gravity values.
 JU4310
 JU4310. The following values were computed from the NAD 83(2011) position.
 JU4310
 JU4310;                    North         East     Units Scale Factor Converg.
 JU4310;SPC NJ       -    60,388.770   154,159.961   MT  0.99990021   +0 01 50.3
 JU4310;SPC NJ       -   198,125.49    505,773.14   sFT  0.99990021   +0 01 50.3
 JU4310;UTM  18      - 4,358,794.560   547,223.829   MT  0.99962746   +0 20 52.3
 JU4310
 JU4310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4310!SPC NJ       -   1.00000392  x   0.99990021  =   0.99990413
 JU4310!UTM  18      -   1.00000392  x   0.99962746  =   0.99963138
 JU4310
 JU4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4722358794(NAD 83)
 JU4310
 JU4310                          SUPERSEDED SURVEY CONTROL
 JU4310
 JU4310  NAD 83(2007)-  39 22 38.40623(N)    074 27 06.17776(W) AD(2002.00) 0
 JU4310  ELLIP H (02/10/07)  -24.981  (m)                       GP(2002.00)    
 JU4310  ELLIP H (10/23/02)  -24.946  (m)                       GP(       ) 4 1
 JU4310  NAD 83(1996)-  39 22 38.40597(N)    074 27 06.17768(W) AD(       ) 1
 JU4310  ELLIP H (05/14/99)  -24.972  (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)  -25.046  (m)                       GP(       ) 3 2
 JU4310  NAVD 88 (03/31/93)    9.3    (m)  GEOID90  model used  GPS OBS        
 JU4310
 JU4310.Superseded values are not recommended for survey control.
 JU4310
 JU4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4310.See file dsdata.pdf to determine how the superseded data were derived.
 JU4310
 JU4310_MARKER: DD = SURVEY DISK
 JU4310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU4310_SP_SET: BRIDGE SIDEWALK
 JU4310_STAMPING: NJGPS 19
 JU4310_MARK LOGO: USACE
 JU4310_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4310+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2017
 JU4310
 JU4310  HISTORY     - Date     Condition        Report By
 JU4310  HISTORY     - 1990     MONUMENTED       USACE
 JU4310  HISTORY     - 20041215 GOOD             INDIV
 JU4310  HISTORY     - 20090106 GOOD             BANC
 JU4310  HISTORY     - 20170518 GOOD             NJGS
 JU4310
 JU4310                          STATION DESCRIPTION
 JU4310
 JU4310'DESCRIBED BY US ARMY CORPS OF 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
 JU4310
 JU4310                          STATION RECOVERY (2009)
 JU4310
 JU4310'RECOVERY NOTE BY BANC 3 2009 (AP)
 JU4310'RECOVERED IN GOOD CONDITION.
 JU4310
 JU4310                          STATION RECOVERY (2017)
 JU4310
 JU4310'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4310'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU2834 ***********************************************************************
 HU2834  DESIGNATION -  NJGPS 2
 HU2834  PID         -  HU2834
 HU2834  STATE/COUNTY-  NJ/CAPE MAY
 HU2834  COUNTRY     -  US
 HU2834  USGS QUAD   -  CAPE MAY (2019)
 HU2834
 HU2834                         *CURRENT SURVEY CONTROL
 HU2834  ______________________________________________________________________
 HU2834* NAD 83(2011) POSITION- 38 58 03.79380(N) 074 57 44.57010(W)   ADJUSTED
 HU2834* NAD 83(2011) ELLIP HT-   -31.581 (meters)        (06/27/12)   ADJUSTED
 HU2834* NAD 83(2011) EPOCH   -  2010.00
 HU2834* NAVD 88 ORTHO HEIGHT -     3.9   (meters)       13.    (feet) GPS OBS
 HU2834  ______________________________________________________________________
 HU2834  NAVD 88 orthometric height was determined with geoid model    GEOID90
 HU2834  GEOID HEIGHT    -        -35.360 (meters)                     GEOID90
 HU2834  GEOID HEIGHT    -        -35.423 (meters)                     GEOID18
 HU2834  NAD 83(2011) X  -  1,288,329.697 (meters)                     COMP
 HU2834  NAD 83(2011) Y  - -4,795,515.059 (meters)                     COMP
 HU2834  NAD 83(2011) Z  -  3,989,511.613 (meters)                     COMP
 HU2834  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 HU2834
 HU2834  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2834  Standards:
 HU2834         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2834            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2834  -------------------------------------------------------------------
 HU2834  NETWORK    0.96   1.59           0.41   0.37   0.81      0.25803287
 HU2834  -------------------------------------------------------------------
 HU2834  Click here for local accuracies and other accuracy information.
 HU2834
 HU2834.The horizontal coordinates were established by GPS observations
 HU2834.and adjusted by the National Geodetic Survey in June 2012.
 HU2834
 HU2834.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2834.been affixed to the stable North American tectonic plate. See 
 HU2834.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2834
 HU2834.The horizontal coordinates are valid at the epoch date displayed above
 HU2834.which is a decimal equivalence of Year/Month/Day.
 HU2834
 HU2834.The orthometric height was determined by GPS observations and a
 HU2834.high-resolution geoid model.
 HU2834
 HU2834.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2834.GEOID18 height accuracy estimate available here.
 HU2834
 HU2834.Click photographs - Photos may exist for this station.
 HU2834
 HU2834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2834
 HU2834.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2834
 HU2834.The ellipsoidal height was determined by GPS observations
 HU2834.and is referenced to NAD 83.
 HU2834
 HU2834. The following values were computed from the NAD 83(2011) position.
 HU2834
 HU2834;                    North         East     Units Scale Factor Converg.
 HU2834;SPC NJ       -    15,018.987   109,931.355   MT  0.99991976   -0 17 26.8
 HU2834;SPC NJ       -    49,274.79    360,666.45   sFT  0.99991976   -0 17 26.8
 HU2834;UTM  18      - 4,313,195.175   503,259.011   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0325913195(NAD 83)
 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  NAD 83(2007)-  38 58 03.79409(N)    074 57 44.57084(W) AD(2002.00) 0
 HU2834  ELLIP H (02/10/07)  -31.566  (m)                       GP(2002.00)    
 HU2834  ELLIP H (10/23/02)  -31.547  (m)                       GP(       ) 4 1
 HU2834  NAD 83(1996)-  38 58 03.79409(N)    074 57 44.57056(W) AD(       ) 1
 HU2834  ELLIP H (05/14/99)  -31.556  (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)  -31.629  (m)                       GP(       ) 3 2
 HU2834
 HU2834.Superseded values are not recommended for survey control.
 HU2834
 HU2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2834.See file dsdata.pdf to determine how the superseded data were derived.
 HU2834
 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: USACE
 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 - August 28, 2008
 HU2834
 HU2834  HISTORY     - Date     Condition        Report By
 HU2834  HISTORY     - 1990     MONUMENTED       USACE
 HU2834  HISTORY     - 20060915 GOOD             GEOCAC
 HU2834  HISTORY     - 20080828 GOOD             UE
 HU2834
 HU2834                          STATION DESCRIPTION
 HU2834
 HU2834'DESCRIBED BY US ARMY CORPS OF 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.
 HU2834
 HU2834                          STATION RECOVERY (2008)
 HU2834
 HU2834'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 HU2834'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4311 ***********************************************************************
 JU4311  DESIGNATION -  NJGPS 20
 JU4311  PID         -  JU4311
 JU4311  STATE/COUNTY-  NJ/ATLANTIC
 JU4311  COUNTRY     -  US
 JU4311  USGS QUAD   -  OCEANVILLE (2019)
 JU4311
 JU4311                         *CURRENT SURVEY CONTROL
 JU4311  ______________________________________________________________________
 JU4311* NAD 83(2011) POSITION- 39 23 01.97669(N) 074 25 31.29309(W)   ADJUSTED
 JU4311* NAD 83(2011) ELLIP HT-   -12.343 (meters)        (06/27/12)   ADJUSTED
 JU4311* NAD 83(2011) EPOCH   -  2010.00
 JU4311* NAVD 88 ORTHO HEIGHT -    22.0   (meters)       72.    (feet) GPS OBS
 JU4311  ______________________________________________________________________
 JU4311  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4311  GEOID HEIGHT    -        -34.200 (meters)                     GEOID90
 JU4311  GEOID HEIGHT    -        -34.333 (meters)                     GEOID18
 JU4311  NAD 83(2011) X  -  1,325,387.670 (meters)                     COMP
 JU4311  NAD 83(2011) Y  - -4,755,129.757 (meters)                     COMP
 JU4311  NAD 83(2011) Z  -  4,025,339.732 (meters)                     COMP
 JU4311  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 JU4311
 JU4311  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4311  Standards:
 JU4311         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4311            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4311  -------------------------------------------------------------------
 JU4311  NETWORK    0.89   1.57           0.39   0.33   0.80      0.01581531
 JU4311  -------------------------------------------------------------------
 JU4311  Click here for local accuracies and other accuracy information.
 JU4311
 JU4311.The horizontal coordinates were established by GPS observations
 JU4311.and adjusted by the National Geodetic Survey in June 2012.
 JU4311
 JU4311.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4311.been affixed to the stable North American tectonic plate. See 
 JU4311.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4311
 JU4311.The horizontal coordinates are valid at the epoch date displayed above
 JU4311.which is a decimal equivalence of Year/Month/Day.
 JU4311
 JU4311.The orthometric height was determined by GPS observations and a
 JU4311.high-resolution geoid model.
 JU4311
 JU4311.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4311.GEOID18 height accuracy estimate available here.
 JU4311
 JU4311.Click photographs - Photos may exist for this station.
 JU4311
 JU4311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4311
 JU4311.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4311
 JU4311.The ellipsoidal height was determined by GPS observations
 JU4311.and is referenced to NAD 83.
 JU4311
 JU4311. The following values were computed from the NAD 83(2011) position.
 JU4311
 JU4311;                    North         East     Units Scale Factor Converg.
 JU4311;SPC NJ       -    61,117.159   156,430.138   MT  0.99990051   +0 02 50.5
 JU4311;SPC NJ       -   200,515.21    513,221.21   sFT  0.99990051   +0 02 50.5
 JU4311;UTM  18      - 4,359,535.306   549,489.323   MT  0.99963015   +0 21 52.6
 JU4311
 JU4311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4311!SPC NJ       -   1.00000194  x   0.99990051  =   0.99990245
 JU4311!UTM  18      -   1.00000194  x   0.99963015  =   0.99963209
 JU4311
 JU4311:                Primary Azimuth Mark                     Grid Az
 JU4311:SPC NJ       -  NJGPS AC                                 184 38 38.9
 JU4311:UTM  18      -  NJGPS AC                                 184 19 36.8
 JU4311
 JU4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4948959535(NAD 83)
 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 1844129.4 |
 JU4311|---------------------------------------------------------------------|
 JU4311
 JU4311                          SUPERSEDED SURVEY CONTROL
 JU4311
 JU4311  NAD 83(2007)-  39 23 01.97707(N)    074 25 31.29384(W) AD(2002.00) 0
 JU4311  ELLIP H (02/10/07)  -12.333  (m)                       GP(2002.00)    
 JU4311  ELLIP H (10/23/02)  -12.301  (m)                       GP(       ) 4 1
 JU4311  NAD 83(1996)-  39 23 01.97680(N)    074 25 31.29377(W) AD(       ) 1
 JU4311  ELLIP H (05/14/99)  -12.322  (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)  -12.393  (m)                       GP(       ) 3 2
 JU4311
 JU4311.Superseded values are not recommended for survey control.
 JU4311
 JU4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4311.See file dsdata.pdf to determine how the superseded data were derived.
 JU4311
 JU4311_MARKER: DD = SURVEY DISK
 JU4311_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JU4311_SP_SET: PARKING BUILDING
 JU4311_STAMPING: NJGPS 20
 JU4311_MARK LOGO: USACE
 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 - February 26, 2021
 JU4311
 JU4311  HISTORY     - Date     Condition        Report By
 JU4311  HISTORY     - 1990     MONUMENTED       USACE
 JU4311  HISTORY     - 20050710 GOOD             GEOCAC
 JU4311  HISTORY     - 20210226 GOOD             NJGS
 JU4311
 JU4311                          STATION DESCRIPTION
 JU4311
 JU4311'DESCRIBED BY US ARMY CORPS OF 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.
 JU4311
 JU4311                          STATION RECOVERY (2021)
 JU4311
 JU4311'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 JU4311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4312 ***********************************************************************
 JU4312  DESIGNATION -  NJGPS 21
 JU4312  PID         -  JU4312
 JU4312  STATE/COUNTY-  NJ/ATLANTIC
 JU4312  COUNTRY     -  US
 JU4312  USGS QUAD   -  OCEANVILLE (2019)
 JU4312
 JU4312                         *CURRENT SURVEY CONTROL
 JU4312  ______________________________________________________________________
 JU4312* NAD 83(2011) POSITION- 39 25 30.24704(N) 074 25 17.79103(W)   ADJUSTED
 JU4312* NAD 83(2011) ELLIP HT-   -33.545 (meters)        (06/27/12)   ADJUSTED
 JU4312* NAD 83(2011) EPOCH   -  2010.00
 JU4312* NAVD 88 ORTHO HEIGHT -     0.6   (meters)        2.    (feet) GPS OBS
 JU4312  ______________________________________________________________________
 JU4312  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4312  GEOID HEIGHT    -        -34.040 (meters)                     GEOID90
 JU4312  GEOID HEIGHT    -        -34.146 (meters)                     GEOID18
 JU4312  NAD 83(2011) X  -  1,324,915.011 (meters)                     COMP
 JU4312  NAD 83(2011) Y  - -4,752,231.188 (meters)                     COMP
 JU4312  NAD 83(2011) Z  -  4,028,859.454 (meters)                     COMP
 JU4312  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 JU4312
 JU4312  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4312  Standards:
 JU4312         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4312            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4312  -------------------------------------------------------------------
 JU4312  NETWORK    1.38   1.88           0.65   0.43   0.96     -0.00541115
 JU4312  -------------------------------------------------------------------
 JU4312  Click here for local accuracies and other accuracy information.
 JU4312
 JU4312.The horizontal coordinates were established by GPS observations
 JU4312.and adjusted by the National Geodetic Survey in June 2012.
 JU4312
 JU4312.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4312.been affixed to the stable North American tectonic plate. See 
 JU4312.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4312
 JU4312.The horizontal coordinates are valid at the epoch date displayed above
 JU4312.which is a decimal equivalence of Year/Month/Day.
 JU4312
 JU4312.The orthometric height was determined by GPS observations and a
 JU4312.high-resolution geoid model.
 JU4312
 JU4312.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4312.GEOID18 height accuracy estimate available here.
 JU4312
 JU4312.Click photographs - Photos may exist for this station.
 JU4312
 JU4312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4312
 JU4312.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4312
 JU4312.The ellipsoidal height was determined by GPS observations
 JU4312.and is referenced to NAD 83.
 JU4312
 JU4312. The following values were computed from the NAD 83(2011) position.
 JU4312
 JU4312;                    North         East     Units Scale Factor Converg.
 JU4312;SPC NJ       -    65,689.601   156,749.270   MT  0.99990056   +0 02 59.2
 JU4312;SPC NJ       -   215,516.63    514,268.23   sFT  0.99990056   +0 02 59.2
 JU4312;UTM  18      - 4,364,108.210   549,783.041   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4978364108(NAD 83)
 JU4312
 JU4312                          SUPERSEDED SURVEY CONTROL
 JU4312
 JU4312  NAD 83(2007)-  39 25 30.24748(N)    074 25 17.79179(W) AD(2002.00) 0
 JU4312  ELLIP H (02/10/07)  -33.534  (m)                       GP(2002.00)    
 JU4312  ELLIP H (10/23/02)  -33.510  (m)                       GP(       ) 4 1
 JU4312  NAD 83(1996)-  39 25 30.24717(N)    074 25 17.79175(W) AD(       ) 1
 JU4312  ELLIP H (05/14/99)  -33.530  (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)  -33.581  (m)                       GP(       ) 3 2
 JU4312
 JU4312.Superseded values are not recommended for survey control.
 JU4312
 JU4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4312.See file dsdata.pdf to determine how the superseded data were derived.
 JU4312
 JU4312_MARKER: DD = SURVEY DISK
 JU4312_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4312_STAMPING: NJGPS 21
 JU4312_MARK LOGO: USACE
 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       USACE
 JU4312
 JU4312                          STATION DESCRIPTION
 JU4312
 JU4312'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4313 ***********************************************************************
 JU4313  DESIGNATION -  NJGPS 22
 JU4313  PID         -  JU4313
 JU4313  STATE/COUNTY-  NJ/ATLANTIC
 JU4313  COUNTRY     -  US
 JU4313  USGS QUAD   -  OCEANVILLE (2019)
 JU4313
 JU4313                         *CURRENT SURVEY CONTROL
 JU4313  ______________________________________________________________________
 JU4313* NAD 83(2011) POSITION- 39 27 28.32350(N) 074 25 56.14500(W)   ADJUSTED
 JU4313* NAD 83(2011) ELLIP HT-   -25.293 (meters)        (06/27/12)   ADJUSTED
 JU4313* NAD 83(2011) EPOCH   -  2010.00
 JU4313* NAVD 88 ORTHO HEIGHT -     8.7   (meters)       29.    (feet) GPS OBS
 JU4313  ______________________________________________________________________
 JU4313  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4313  GEOID HEIGHT    -        -33.890 (meters)                     GEOID90
 JU4313  GEOID HEIGHT    -        -33.977 (meters)                     GEOID18
 JU4313  NAD 83(2011) X  -  1,323,412.185 (meters)                     COMP
 JU4313  NAD 83(2011) Y  - -4,750,255.095 (meters)                     COMP
 JU4313  NAD 83(2011) Z  -  4,031,676.900 (meters)                     COMP
 JU4313  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 JU4313
 JU4313  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4313  Standards:
 JU4313         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4313            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4313  -------------------------------------------------------------------
 JU4313  NETWORK    1.27   1.74           0.57   0.46   0.89     -0.01025518
 JU4313  -------------------------------------------------------------------
 JU4313  Click here for local accuracies and other accuracy information.
 JU4313
 JU4313.The horizontal coordinates were established by GPS observations
 JU4313.and adjusted by the National Geodetic Survey in June 2012.
 JU4313
 JU4313.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4313.been affixed to the stable North American tectonic plate. See 
 JU4313.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4313
 JU4313.The horizontal coordinates are valid at the epoch date displayed above
 JU4313.which is a decimal equivalence of Year/Month/Day.
 JU4313
 JU4313.The orthometric height was determined by GPS observations and a
 JU4313.high-resolution geoid model.
 JU4313
 JU4313.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4313.GEOID18 height accuracy estimate available here.
 JU4313
 JU4313.Click photographs - Photos may exist for this station.
 JU4313
 JU4313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4313
 JU4313.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4313
 JU4313.The ellipsoidal height was determined by GPS observations
 JU4313.and is referenced to NAD 83.
 JU4313
 JU4313. The following values were computed from the NAD 83(2011) position.
 JU4313
 JU4313;                    North         East     Units Scale Factor Converg.
 JU4313;SPC NJ       -    69,329.970   155,829.267   MT  0.99990042   +0 02 35.0
 JU4313;SPC NJ       -   227,460.08    511,249.85   sFT  0.99990042   +0 02 35.0
 JU4313;UTM  18      - 4,367,742.439   548,843.124   MT  0.99962937   +0 21 38.9
 JU4313
 JU4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4313!SPC NJ       -   1.00000397  x   0.99990042  =   0.99990439
 JU4313!UTM  18      -   1.00000397  x   0.99962937  =   0.99963334
 JU4313
 JU4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4884367742(NAD 83)
 JU4313
 JU4313                          SUPERSEDED SURVEY CONTROL
 JU4313
 JU4313  NAD 83(2007)-  39 27 28.32396(N)    074 25 56.14576(W) AD(2002.00) 0
 JU4313  ELLIP H (02/10/07)  -25.282  (m)                       GP(2002.00)    
 JU4313  ELLIP H (10/23/02)  -25.258  (m)                       GP(       ) 4 1
 JU4313  NAD 83(1996)-  39 27 28.32364(N)    074 25 56.14570(W) AD(       ) 1
 JU4313  ELLIP H (05/14/99)  -25.278  (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)  -25.338  (m)                       GP(       ) 3 2
 JU4313
 JU4313.Superseded values are not recommended for survey control.
 JU4313
 JU4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4313.See file dsdata.pdf to determine how the superseded data were derived.
 JU4313
 JU4313_MARKER: N = NAIL
 JU4313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU4313_SP_SET: WOOD DECK OF OBSERVATION TOWER
 JU4313_MARK LOGO: USACE
 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       USACE
 JU4313  HISTORY     - 20100520 MARK NOT FOUND   INDIV
 JU4313
 JU4313                          STATION DESCRIPTION
 JU4313
 JU4313'DESCRIBED BY US ARMY CORPS OF 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.
 JU4313
 JU4313                          STATION RECOVERY (2010)
 JU4313
 JU4313'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (HBH)
 JU4313'FOUND OBSERVATION TOWER AT THE COORDINATES DESCRIBED ABOVE AT THE
 JU4313'FORSYTHE NATIONAL WILDLIFE REFUGE (FORMERLY BRIGANTINE NWR). NO PK
 JU4313'NAILS WERE OBSERVED ON TOP OF THE TOWER.
 JU4313'NWR STAFF SUGGESTED STATION COULD BE UNDER THE BASE OF A SPOTTING
 JU4313'SCOPE THAT WAS INSTALLED NEAR THE WEST CORNER OF THE TOWER BUT THAT
 JU4313'LOCATION DOES NOT CORRESPOND TO THE DESCRIPTION OF 10.18 FT. NORTH OF
 JU4313'THE SOUTH CORNER AND 6.59 FT. SOUTH OF THE NORTH CORNER.
 JU4313'IT IS BELIEVED THAT THE WOOD DECKING ON THE TOWER WAS REPLACED SINCE
 JU4313'THE STATION WAS MONUMENTED IN 1990.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4314 ***********************************************************************
 JU4314  DESIGNATION -  NJGPS 23
 JU4314  PID         -  JU4314
 JU4314  STATE/COUNTY-  NJ/ATLANTIC
 JU4314  COUNTRY     -  US
 JU4314  USGS QUAD   -  OCEANVILLE (2019)
 JU4314
 JU4314                         *CURRENT SURVEY CONTROL
 JU4314  ______________________________________________________________________
 JU4314* NAD 83(2011) POSITION- 39 27 01.93062(N) 074 23 53.95776(W)   ADJUSTED
 JU4314* NAD 83(2011) ELLIP HT-   -33.453 (meters)        (06/27/12)   ADJUSTED
 JU4314* NAD 83(2011) EPOCH   -  2010.00
 JU4314* NAVD 88 ORTHO HEIGHT -     0.6   (meters)        2.    (feet) GPS OBS
 JU4314  ______________________________________________________________________
 JU4314  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4314  GEOID HEIGHT    -        -33.950 (meters)                     GEOID90
 JU4314  GEOID HEIGHT    -        -34.062 (meters)                     GEOID18
 JU4314  NAD 83(2011) X  -  1,326,363.326 (meters)                     COMP
 JU4314  NAD 83(2011) Y  - -4,749,962.408 (meters)                     COMP
 JU4314  NAD 83(2011) Z  -  4,031,043.234 (meters)                     COMP
 JU4314  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 JU4314
 JU4314  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4314  Standards:
 JU4314         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4314            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4314  -------------------------------------------------------------------
 JU4314  NETWORK    1.23   1.67           0.56   0.43   0.85     -0.04754354
 JU4314  -------------------------------------------------------------------
 JU4314  Click here for local accuracies and other accuracy information.
 JU4314
 JU4314.The horizontal coordinates were established by GPS observations
 JU4314.and adjusted by the National Geodetic Survey in June 2012.
 JU4314
 JU4314.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4314.been affixed to the stable North American tectonic plate. See 
 JU4314.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4314
 JU4314.The horizontal coordinates are valid at the epoch date displayed above
 JU4314.which is a decimal equivalence of Year/Month/Day.
 JU4314
 JU4314.The orthometric height was determined by GPS observations and a
 JU4314.high-resolution geoid model.
 JU4314
 JU4314.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4314.GEOID18 height accuracy estimate available here.
 JU4314
 JU4314.Click photographs - Photos may exist for this station.
 JU4314
 JU4314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4314
 JU4314.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4314
 JU4314.The ellipsoidal height was determined by GPS observations
 JU4314.and is referenced to NAD 83.
 JU4314
 JU4314. The following values were computed from the NAD 83(2011) position.
 JU4314
 JU4314;                    North         East     Units Scale Factor Converg.
 JU4314;SPC NJ       -    68,518.838   158,751.028   MT  0.99990094   +0 03 52.6
 JU4314;SPC NJ       -   224,798.89    520,835.66   sFT  0.99990094   +0 03 52.6
 JU4314;UTM  18      - 4,366,947.737   551,768.549   MT  0.99963300   +0 22 56.4
 JU4314
 JU4314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4314!SPC NJ       -   1.00000525  x   0.99990094  =   0.99990619
 JU4314!UTM  18      -   1.00000525  x   0.99963300  =   0.99963825
 JU4314
 JU4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5176866947(NAD 83)
 JU4314
 JU4314                          SUPERSEDED SURVEY CONTROL
 JU4314
 JU4314  NAD 83(2007)-  39 27 01.93108(N)    074 23 53.95852(W) AD(2002.00) 0
 JU4314  ELLIP H (02/10/07)  -33.442  (m)                       GP(2002.00)    
 JU4314  ELLIP H (10/23/02)  -33.418  (m)                       GP(       ) 4 1
 JU4314  NAD 83(1996)-  39 27 01.93076(N)    074 23 53.95847(W) AD(       ) 1
 JU4314  ELLIP H (05/14/99)  -33.438  (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)  -33.496  (m)                       GP(       ) 3 2
 JU4314
 JU4314.Superseded values are not recommended for survey control.
 JU4314
 JU4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4314.See file dsdata.pdf to determine how the superseded data were derived.
 JU4314
 JU4314_MARKER: DD = SURVEY DISK
 JU4314_SETTING: 0 = UNSPECIFIED SETTING
 JU4314_STAMPING: NJGPS 23
 JU4314_MARK LOGO: USACE
 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       USACE
 JU4314
 JU4314                          STATION DESCRIPTION
 JU4314
 JU4314'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4315 ***********************************************************************
 JU4315  DESIGNATION -  NJGPS 24
 JU4315  PID         -  JU4315
 JU4315  STATE/COUNTY-  NJ/ATLANTIC
 JU4315  COUNTRY     -  US
 JU4315  USGS QUAD   -  OCEANVILLE (2019)
 JU4315
 JU4315                         *CURRENT SURVEY CONTROL
 JU4315  ______________________________________________________________________
 JU4315* NAD 83(2011) POSITION- 39 28 58.21577(N) 074 22 40.86508(W)   ADJUSTED
 JU4315* NAD 83(2011) ELLIP HT-   -33.338 (meters)        (06/27/12)   ADJUSTED
 JU4315* NAD 83(2011) EPOCH   -  2010.00
 JU4315* NAVD 88 ORTHO HEIGHT -     0.6   (meters)        2.    (feet) GPS OBS
 JU4315  ______________________________________________________________________
 JU4315  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4315  GEOID HEIGHT    -        -33.830 (meters)                     GEOID90
 JU4315  GEOID HEIGHT    -        -33.945 (meters)                     GEOID18
 JU4315  NAD 83(2011) X  -  1,327,432.630 (meters)                     COMP
 JU4315  NAD 83(2011) Y  - -4,747,296.875 (meters)                     COMP
 JU4315  NAD 83(2011) Z  -  4,033,811.855 (meters)                     COMP
 JU4315  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 JU4315
 JU4315  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4315  Standards:
 JU4315         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4315            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4315  -------------------------------------------------------------------
 JU4315  NETWORK    1.95   3.90           0.89   0.58   1.99      0.55985368
 JU4315  -------------------------------------------------------------------
 JU4315  Click here for local accuracies and other accuracy information.
 JU4315
 JU4315.The horizontal coordinates were established by GPS observations
 JU4315.and adjusted by the National Geodetic Survey in June 2012.
 JU4315
 JU4315.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4315.been affixed to the stable North American tectonic plate. See 
 JU4315.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4315
 JU4315.The horizontal coordinates are valid at the epoch date displayed above
 JU4315.which is a decimal equivalence of Year/Month/Day.
 JU4315
 JU4315.The orthometric height was determined by GPS observations and a
 JU4315.high-resolution geoid model.
 JU4315
 JU4315.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4315.GEOID18 height accuracy estimate available here.
 JU4315
 JU4315.Click photographs - Photos may exist for this station.
 JU4315
 JU4315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4315
 JU4315.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4315
 JU4315.The ellipsoidal height was determined by GPS observations
 JU4315.and is referenced to NAD 83.
 JU4315
 JU4315. The following values were computed from the NAD 83(2011) position.
 JU4315
 JU4315;                    North         East     Units Scale Factor Converg.
 JU4315;SPC NJ       -    72,106.895   160,493.614   MT  0.99990136   +0 04 39.2
 JU4315;SPC NJ       -   236,570.70    526,552.80   sFT  0.99990136   +0 04 39.2
 JU4315;UTM  18      - 4,370,544.444   553,490.745   MT  0.99963523   +0 23 43.8
 JU4315
 JU4315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4315!SPC NJ       -   1.00000523  x   0.99990136  =   0.99990659
 JU4315!UTM  18      -   1.00000523  x   0.99963523  =   0.99964046
 JU4315
 JU4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5349070544(NAD 83)
 JU4315
 JU4315                          SUPERSEDED SURVEY CONTROL
 JU4315
 JU4315  NAD 83(2007)-  39 28 58.21622(N)    074 22 40.86588(W) AD(2002.00) 0
 JU4315  ELLIP H (02/10/07)  -33.320  (m)                       GP(2002.00)    
 JU4315  ELLIP H (10/23/02)  -33.300  (m)                       GP(       ) 4 1
 JU4315  NAD 83(1996)-  39 28 58.21595(N)    074 22 40.86579(W) AD(       ) 1
 JU4315  ELLIP H (05/14/99)  -33.320  (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)  -33.374  (m)                       GP(       ) 3 2
 JU4315
 JU4315.Superseded values are not recommended for survey control.
 JU4315
 JU4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4315.See file dsdata.pdf to determine how the superseded data were derived.
 JU4315
 JU4315_MARKER: DD = SURVEY DISK
 JU4315_SETTING: 0 = UNSPECIFIED SETTING
 JU4315_STAMPING: NJGPS 24
 JU4315_MARK LOGO: USACE
 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       USACE
 JU4315
 JU4315                          STATION DESCRIPTION
 JU4315
 JU4315'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4316 ***********************************************************************
 JU4316  DESIGNATION -  NJGPS 26
 JU4316  PID         -  JU4316
 JU4316  STATE/COUNTY-  NJ/OCEAN
 JU4316  COUNTRY     -  US
 JU4316  USGS QUAD   -  TUCKERTON (2019)
 JU4316
 JU4316                         *CURRENT SURVEY CONTROL
 JU4316  ______________________________________________________________________
 JU4316* NAD 83(2011) POSITION- 39 32 22.38616(N) 074 15 47.50949(W)   ADJUSTED
 JU4316* NAD 83(2011) ELLIP HT-   -32.338 (meters)        (06/27/12)   ADJUSTED
 JU4316* NAD 83(2011) EPOCH   -  2010.00
 JU4316* NAVD 88 ORTHO HEIGHT -     1.6   (meters)        5.    (feet) GPS OBS
 JU4316  ______________________________________________________________________
 JU4316  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4316  GEOID HEIGHT    -        -33.730 (meters)                     GEOID90
 JU4316  GEOID HEIGHT    -        -33.882 (meters)                     GEOID18
 JU4316  NAD 83(2011) X  -  1,335,857.239 (meters)                     COMP
 JU4316  NAD 83(2011) Y  - -4,740,771.951 (meters)                     COMP
 JU4316  NAD 83(2011) Z  -  4,038,670.361 (meters)                     COMP
 JU4316  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 JU4316
 JU4316  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4316  Standards:
 JU4316         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4316            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4316  -------------------------------------------------------------------
 JU4316  NETWORK    0.70   0.94           0.30   0.26   0.48     -0.33088512
 JU4316  -------------------------------------------------------------------
 JU4316  Click here for local accuracies and other accuracy information.
 JU4316
 JU4316.The horizontal coordinates were established by GPS observations
 JU4316.and adjusted by the National Geodetic Survey in June 2012.
 JU4316
 JU4316.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4316.been affixed to the stable North American tectonic plate. See 
 JU4316.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4316
 JU4316.The horizontal coordinates are valid at the epoch date displayed above
 JU4316.which is a decimal equivalence of Year/Month/Day.
 JU4316
 JU4316.The orthometric height was determined by GPS observations and a
 JU4316.high-resolution geoid model.
 JU4316
 JU4316.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4316.GEOID18 height accuracy estimate available here.
 JU4316
 JU4316.Click photographs - Photos may exist for this station.
 JU4316
 JU4316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4316
 JU4316.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4316
 JU4316.The ellipsoidal height was determined by GPS observations
 JU4316.and is referenced to NAD 83.
 JU4316
 JU4316. The following values were computed from the NAD 83(2011) position.
 JU4316
 JU4316;                    North         East     Units Scale Factor Converg.
 JU4316;SPC NJ       -    78,422.627   170,354.655   MT  0.99990510   +0 09 02.7
 JU4316;SPC NJ       -   257,291.57    558,905.23   sFT  0.99990510   +0 09 02.7
 JU4316;UTM  18      - 4,376,913.167   563,314.003   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6331476913(NAD 83)
 JU4316
 JU4316                          SUPERSEDED SURVEY CONTROL
 JU4316
 JU4316  NAD 83(2007)-  39 32 22.38669(N)    074 15 47.51040(W) AD(2002.00) 0
 JU4316  ELLIP H (02/10/07)  -32.333  (m)                       GP(2002.00)    
 JU4316  ELLIP H (10/23/02)  -32.314  (m)                       GP(       ) 4 1
 JU4316  NAD 83(1996)-  39 32 22.38633(N)    074 15 47.51033(W) AD(       ) 1
 JU4316  ELLIP H (05/14/99)  -32.333  (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)  -32.373  (m)                       GP(       ) 3 2
 JU4316
 JU4316.Superseded values are not recommended for survey control.
 JU4316
 JU4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4316.See file dsdata.pdf to determine how the superseded data were derived.
 JU4316
 JU4316_MARKER: DD = SURVEY DISK
 JU4316_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4316_STAMPING: NJGPS 26
 JU4316_MARK LOGO: USACE
 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       USACE
 JU4316  HISTORY     - 19960523 GOOD             NJGS
 JU4316
 JU4316                          STATION DESCRIPTION
 JU4316
 JU4316'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4317 ***********************************************************************
 JU4317  DESIGNATION -  NJGPS 28
 JU4317  PID         -  JU4317
 JU4317  STATE/COUNTY-  NJ/OCEAN
 JU4317  COUNTRY     -  US
 JU4317  USGS QUAD   -  BEACH HAVEN (2019)
 JU4317
 JU4317                         *CURRENT SURVEY CONTROL
 JU4317  ______________________________________________________________________
 JU4317* NAD 83(2011) POSITION- 39 34 13.62857(N) 074 14 59.03583(W)   ADJUSTED
 JU4317* NAD 83(2011) ELLIP HT-   -33.286 (meters)        (06/27/12)   ADJUSTED
 JU4317* NAD 83(2011) EPOCH   -  2010.00
 JU4317* NAVD 88 ORTHO HEIGHT -     0.6   (meters)        2.    (feet) GPS OBS
 JU4317  ______________________________________________________________________
 JU4317  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4317  GEOID HEIGHT    -        -33.630 (meters)                     GEOID90
 JU4317  GEOID HEIGHT    -        -33.769 (meters)                     GEOID18
 JU4317  NAD 83(2011) X  -  1,336,378.072 (meters)                     COMP
 JU4317  NAD 83(2011) Y  - -4,738,354.437 (meters)                     COMP
 JU4317  NAD 83(2011) Z  -  4,041,314.922 (meters)                     COMP
 JU4317  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 JU4317
 JU4317  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4317  Standards:
 JU4317         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4317            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4317  -------------------------------------------------------------------
 JU4317  NETWORK    1.51   2.04           0.73   0.41   1.04      0.08289564
 JU4317  -------------------------------------------------------------------
 JU4317  Click here for local accuracies and other accuracy information.
 JU4317
 JU4317.The horizontal coordinates were established by GPS observations
 JU4317.and adjusted by the National Geodetic Survey in June 2012.
 JU4317
 JU4317.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4317.been affixed to the stable North American tectonic plate. See 
 JU4317.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4317
 JU4317.The horizontal coordinates are valid at the epoch date displayed above
 JU4317.which is a decimal equivalence of Year/Month/Day.
 JU4317
 JU4317.The orthometric height was determined by GPS observations and a
 JU4317.high-resolution geoid model.
 JU4317
 JU4317.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4317.GEOID18 height accuracy estimate available here.
 JU4317
 JU4317.Click photographs - Photos may exist for this station.
 JU4317
 JU4317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4317
 JU4317.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4317
 JU4317.The ellipsoidal height was determined by GPS observations
 JU4317.and is referenced to NAD 83.
 JU4317
 JU4317. The following values were computed from the NAD 83(2011) position.
 JU4317
 JU4317;                    North         East     Units Scale Factor Converg.
 JU4317;SPC NJ       -    81,856.202   171,502.505   MT  0.99990569   +0 09 33.9
 JU4317;SPC NJ       -   268,556.56    562,671.14   sFT  0.99990569   +0 09 33.9
 JU4317;UTM  18      - 4,380,352.191   564,442.465   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6444280352(NAD 83)
 JU4317
 JU4317                          SUPERSEDED SURVEY CONTROL
 JU4317
 JU4317  NAD 83(2007)-  39 34 13.62921(N)    074 14 59.03667(W) AD(2002.00) 0
 JU4317  ELLIP H (02/10/07)  -33.276  (m)                       GP(2002.00)    
 JU4317  ELLIP H (10/23/02)  -33.256  (m)                       GP(       ) 4 1
 JU4317  NAD 83(1996)-  39 34 13.62885(N)    074 14 59.03661(W) AD(       ) 1
 JU4317  ELLIP H (05/14/99)  -33.273  (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)  -33.338  (m)                       GP(       ) 3 2
 JU4317
 JU4317.Superseded values are not recommended for survey control.
 JU4317
 JU4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4317.See file dsdata.pdf to determine how the superseded data were derived.
 JU4317
 JU4317_MARKER: DD = SURVEY DISK
 JU4317_SETTING: 0 = UNSPECIFIED SETTING
 JU4317_STAMPING: NJGPS 28
 JU4317_MARK LOGO: USACE
 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       USACE
 JU4317
 JU4317                          STATION DESCRIPTION
 JU4317
 JU4317'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 AC7848 ***********************************************************************
 AC7848  DESIGNATION -  NJGPS 29 RESET
 AC7848  PID         -  AC7848
 AC7848  STATE/COUNTY-  NJ/OCEAN
 AC7848  COUNTRY     -  US
 AC7848  USGS QUAD   -  BEACH HAVEN (2019)
 AC7848
 AC7848                         *CURRENT SURVEY CONTROL
 AC7848  ______________________________________________________________________
 AC7848* NAD 83(2011) POSITION- 39 35 18.93178(N) 074 13 42.09224(W)   ADJUSTED
 AC7848* NAD 83(2011) ELLIP HT-   -32.360 (meters)        (06/27/12)   ADJUSTED
 AC7848* NAD 83(2011) EPOCH   -  2010.00
 AC7848* NAVD 88 ORTHO HEIGHT -     1.367 (meters)        4.48  (feet) ADJUSTED
 AC7848  ______________________________________________________________________
 AC7848  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 AC7848  NAD 83(2011) X  -  1,337,796.954 (meters)                     COMP
 AC7848  NAD 83(2011) Y  - -4,736,621.381 (meters)                     COMP
 AC7848  NAD 83(2011) Z  -  4,042,867.775 (meters)                     COMP
 AC7848  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 AC7848  DYNAMIC HEIGHT  -          1.366 (meters)        4.48  (feet) COMP
 AC7848  MODELED GRAVITY -    980,141.3   (mgal)                       NAVD 88
 AC7848
 AC7848  VERT ORDER      -  FIRST     CLASS I
 AC7848
 AC7848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC7848  Standards:
 AC7848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC7848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC7848  -------------------------------------------------------------------
 AC7848  NETWORK    0.40   0.74           0.18   0.14   0.38     -0.02916953
 AC7848  -------------------------------------------------------------------
 AC7848  Click here for local accuracies and other accuracy information.
 AC7848
 AC7848.The horizontal coordinates were established by GPS observations
 AC7848.and adjusted by the National Geodetic Survey in June 2012.
 AC7848
 AC7848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC7848.been affixed to the stable North American tectonic plate. See 
 AC7848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC7848
 AC7848.The horizontal coordinates are valid at the epoch date displayed above
 AC7848.which is a decimal equivalence of Year/Month/Day.
 AC7848
 AC7848.The orthometric height was determined by differential leveling and
 AC7848.adjusted by the NATIONAL GEODETIC SURVEY
 AC7848.in April 1997.
 AC7848
 AC7848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC7848.GEOID18 height accuracy estimate available here.
 AC7848
 AC7848.Click photographs - Photos may exist for this station.
 AC7848
 AC7848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7848
 AC7848.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC7848
 AC7848.The ellipsoidal height was determined by GPS observations
 AC7848.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AC7848
 AC7848;                    North         East     Units Scale Factor Converg.
 AC7848;SPC NJ       -    83,875.331   173,332.768   MT  0.99990670   +0 10 23.2
 AC7848;SPC NJ       -   275,180.98    568,675.92   sFT  0.99990670   +0 10 23.2
 AC7848;UTM  18      - 4,382,380.951   566,261.011   MT  0.99965405   +0 29 30.3
 AC7848
 AC7848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7848!SPC NJ       -   1.00000508  x   0.99990670  =   0.99991178
 AC7848!UTM  18      -   1.00000508  x   0.99965405  =   0.99965913
 AC7848
 AC7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6626182380(NAD 83)
 AC7848
 AC7848|---------------------------------------------------------------------|
 AC7848| PID    Reference Object                     Distance      Geod. Az  |
 AC7848|                                                           dddmmss.s |
 AC7848| JU0196 TERRACE                             160.801 METERS 19957     |
 AC7848|---------------------------------------------------------------------|
 AC7848
 AC7848                          SUPERSEDED SURVEY CONTROL
 AC7848
 AC7848  NAD 83(2007)-  39 35 18.93242(N)    074 13 42.09314(W) AD(2002.00) 0
 AC7848  ELLIP H (02/10/07)  -32.351  (m)                       GP(2002.00)    
 AC7848  ELLIP H (10/23/02)  -32.328  (m)                       GP(       ) 4 1
 AC7848  NAD 83(1996)-  39 35 18.93206(N)    074 13 42.09301(W) AD(       ) 1
 AC7848  ELLIP H (05/14/99)  -32.345  (m)                       GP(       ) 4 1
 AC7848  NAD 83(1986)-  39 35 18.92581(N)    074 13 42.08967(W) AD(       ) 1
 AC7848  NAVD 88               1.37   (m)            4.5    (f) LEVELING    3  
 AC7848  NAVD 88 (05/14/97)    1.4    (m)  TENN MD  model used  GPS OBS        
 AC7848
 AC7848.Superseded values are not recommended for survey control.
 AC7848
 AC7848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7848.See file dsdata.pdf to determine how the superseded data were derived.
 AC7848
 AC7848_MARKER: DD = SURVEY DISK
 AC7848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC7848_STAMPING: NJGPS 29
 AC7848_MARK LOGO: USACE
 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       USACE
 AC7848  HISTORY     - 19960721 GOOD             NJGS
 AC7848  HISTORY     - 20020924 GOOD             USFWS
 AC7848
 AC7848                          STATION DESCRIPTION
 AC7848
 AC7848'DESCRIBED BY US ARMY CORPS OF 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'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU2835 ***********************************************************************
 HU2835  DESIGNATION -  NJGPS 3
 HU2835  PID         -  HU2835
 HU2835  STATE/COUNTY-  NJ/CAPE MAY
 HU2835  COUNTRY     -  US
 HU2835  USGS QUAD   -  CAPE MAY (2019)
 HU2835
 HU2835                         *CURRENT SURVEY CONTROL
 HU2835  ______________________________________________________________________
 HU2835* NAD 83(2011) POSITION- 38 57 40.02483(N) 074 55 21.77384(W)   ADJUSTED
 HU2835* NAD 83(2011) ELLIP HT-   -17.015 (meters)        (06/27/12)   ADJUSTED
 HU2835* NAD 83(2011) EPOCH   -  2010.00
 HU2835* NAVD 88 ORTHO HEIGHT -    18.5   (meters)       61.    (feet) GPS OBS
 HU2835  ______________________________________________________________________
 HU2835  NAVD 88 orthometric height was determined with geoid model    GEOID90
 HU2835  GEOID HEIGHT    -        -35.390 (meters)                     GEOID90
 HU2835  GEOID HEIGHT    -        -35.462 (meters)                     GEOID18
 HU2835  NAD 83(2011) X  -  1,291,772.144 (meters)                     COMP
 HU2835  NAD 83(2011) Y  - -4,795,077.994 (meters)                     COMP
 HU2835  NAD 83(2011) Z  -  3,988,950.861 (meters)                     COMP
 HU2835  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 HU2835
 HU2835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2835  Standards:
 HU2835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2835  -------------------------------------------------------------------
 HU2835  NETWORK    0.86   1.43           0.37   0.33   0.73      0.13319675
 HU2835  -------------------------------------------------------------------
 HU2835  Click here for local accuracies and other accuracy information.
 HU2835
 HU2835.The horizontal coordinates were established by GPS observations
 HU2835.and adjusted by the National Geodetic Survey in June 2012.
 HU2835
 HU2835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2835.been affixed to the stable North American tectonic plate. See 
 HU2835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2835
 HU2835.The horizontal coordinates are valid at the epoch date displayed above
 HU2835.which is a decimal equivalence of Year/Month/Day.
 HU2835
 HU2835.The orthometric height was determined by GPS observations and a
 HU2835.high-resolution geoid model.
 HU2835
 HU2835.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2835.GEOID18 height accuracy estimate available here.
 HU2835
 HU2835.Click photographs - Photos may exist for this station.
 HU2835
 HU2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2835
 HU2835.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2835
 HU2835.The ellipsoidal height was determined by GPS observations
 HU2835.and is referenced to NAD 83.
 HU2835
 HU2835. The following values were computed from the NAD 83(2011) position.
 HU2835
 HU2835;                    North         East     Units Scale Factor Converg.
 HU2835;SPC NJ       -    14,269.385   113,365.284   MT  0.99991652   -0 15 56.9
 HU2835;SPC NJ       -    46,815.47    371,932.60   sFT  0.99991652   -0 15 56.9
 HU2835;UTM  18      - 4,312,464.661   506,695.909   MT  0.99960055   +0 02 54.9
 HU2835
 HU2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2835!SPC NJ       -   1.00000267  x   0.99991652  =   0.99991919
 HU2835!UTM  18      -   1.00000267  x   0.99960055  =   0.99960322
 HU2835
 HU2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0669512464(NAD 83)
 HU2835
 HU2835                          SUPERSEDED SURVEY CONTROL
 HU2835
 HU2835  NAD 83(2007)-  38 57 40.02512(N)    074 55 21.77458(W) AD(2002.00) 0
 HU2835  ELLIP H (02/10/07)  -17.000  (m)                       GP(2002.00)    
 HU2835  ELLIP H (10/23/02)  -16.981  (m)                       GP(       ) 4 1
 HU2835  NAD 83(1996)-  38 57 40.02513(N)    074 55 21.77430(W) AD(       ) 1
 HU2835  ELLIP H (05/14/99)  -16.990  (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)  -17.063  (m)                       GP(       ) 3 2
 HU2835
 HU2835.Superseded values are not recommended for survey control.
 HU2835
 HU2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2835.See file dsdata.pdf to determine how the superseded data were derived.
 HU2835
 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 1990
 HU2835_MARK LOGO: USACE
 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 - September 29, 2016
 HU2835
 HU2835  HISTORY     - Date     Condition        Report By
 HU2835  HISTORY     - 1980     MONUMENTED       USACE
 HU2835  HISTORY     - 19900821 GOOD
 HU2835  HISTORY     - 19991002 GOOD             USPSQD
 HU2835  HISTORY     - 20010611 GOOD             NJGS
 HU2835  HISTORY     - 20051009 GOOD             GEOCAC
 HU2835  HISTORY     - 20090225 GOOD             INDIV
 HU2835  HISTORY     - 20160929 GOOD             BOSWEL
 HU2835
 HU2835                          STATION DESCRIPTION
 HU2835
 HU2835'DESCRIBED BY US ARMY CORPS OF 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.
 HU2835
 HU2835                          STATION RECOVERY (2009)
 HU2835
 HU2835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 HU2835'THE STATION WAS RECOVERED AS DESCRIBED.
 HU2835'
 HU2835
 HU2835                          STATION RECOVERY (2016)
 HU2835
 HU2835'RECOVERY NOTE BY BOSWELL ENGINEERING 2016 (AB)
 HU2835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4319 ***********************************************************************
 JU4319  DESIGNATION -  NJGPS 30
 JU4319  PID         -  JU4319
 JU4319  STATE/COUNTY-  NJ/OCEAN
 JU4319  COUNTRY     -  US
 JU4319  USGS QUAD   -  BEACH HAVEN (2019)
 JU4319
 JU4319                         *CURRENT SURVEY CONTROL
 JU4319  ______________________________________________________________________
 JU4319* NAD 83(2011) POSITION- 39 36 48.40932(N) 074 12 30.11222(W)   ADJUSTED
 JU4319* NAD 83(2011) ELLIP HT-   -32.889 (meters)        (06/27/12)   ADJUSTED
 JU4319* NAD 83(2011) EPOCH   -  2010.00
 JU4319* NAVD 88 ORTHO HEIGHT -     0.778 (meters)        2.55  (feet) ADJUSTED
 JU4319  ______________________________________________________________________
 JU4319  GEOID HEIGHT    -        -33.659 (meters)                     GEOID18
 JU4319  NAD 83(2011) X  -  1,338,970.991 (meters)                     COMP
 JU4319  NAD 83(2011) Y  - -4,734,461.202 (meters)                     COMP
 JU4319  NAD 83(2011) Z  -  4,044,993.674 (meters)                     COMP
 JU4319  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 JU4319  DYNAMIC HEIGHT  -          0.777 (meters)        2.55  (feet) COMP
 JU4319  MODELED GRAVITY -    980,145.6   (mgal)                       NAVD 88
 JU4319
 JU4319  VERT ORDER      -  FIRST     CLASS I
 JU4319
 JU4319  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4319  Standards:
 JU4319         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4319            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4319  -------------------------------------------------------------------
 JU4319  NETWORK    0.72   1.04           0.31   0.28   0.53     -0.00318173
 JU4319  -------------------------------------------------------------------
 JU4319  Click here for local accuracies and other accuracy information.
 JU4319
 JU4319.The horizontal coordinates were established by GPS observations
 JU4319.and adjusted by the National Geodetic Survey in June 2012.
 JU4319
 JU4319.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4319.been affixed to the stable North American tectonic plate. See 
 JU4319.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4319
 JU4319.The horizontal coordinates are valid at the epoch date displayed above
 JU4319.which is a decimal equivalence of Year/Month/Day.
 JU4319
 JU4319.The orthometric height was determined by differential leveling and
 JU4319.adjusted by the NATIONAL GEODETIC SURVEY
 JU4319.in April 1997.
 JU4319
 JU4319.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4319.GEOID18 height accuracy estimate available here.
 JU4319
 JU4319.Click photographs - Photos may exist for this station.
 JU4319
 JU4319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4319
 JU4319.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4319
 JU4319.The ellipsoidal height was determined by GPS observations
 JU4319.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4319
 JU4319;                    North         East     Units Scale Factor Converg.
 JU4319;SPC NJ       -    86,640.003   175,041.253   MT  0.99990772   +0 11 09.4
 JU4319;SPC NJ       -   284,251.41    574,281.18   sFT  0.99990772   +0 11 09.4
 JU4319;UTM  18      - 4,385,154.386   567,953.664   MT  0.99965685   +0 30 17.2
 JU4319
 JU4319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4319!SPC NJ       -   1.00000516  x   0.99990772  =   0.99991288
 JU4319!UTM  18      -   1.00000516  x   0.99965685  =   0.99966201
 JU4319
 JU4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6795385154(NAD 83)
 JU4319
 JU4319                          SUPERSEDED SURVEY CONTROL
 JU4319
 JU4319  NAD 83(2007)-  39 36 48.40991(N)    074 12 30.11293(W) AD(2002.00) 0
 JU4319  ELLIP H (02/10/07)  -32.876  (m)                       GP(2002.00)    
 JU4319  ELLIP H (10/23/02)  -32.853  (m)                       GP(       ) 4 1
 JU4319  NAD 83(1996)-  39 36 48.40956(N)    074 12 30.11289(W) AD(       ) 1
 JU4319  ELLIP H (05/14/99)  -32.870  (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)  -32.941  (m)                       GP(       ) 3 2
 JU4319  NAVD 88 (03/31/93)    0.9    (m)  GEOID90  model used  GPS OBS        
 JU4319
 JU4319.Superseded values are not recommended for survey control.
 JU4319
 JU4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4319.See file dsdata.pdf to determine how the superseded data were derived.
 JU4319
 JU4319_STAMPING: NJGPS 30
 JU4319_MARK LOGO: USACE
 JU4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4319+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2010
 JU4319
 JU4319  HISTORY     - Date     Condition        Report By
 JU4319  HISTORY     - 1990     MONUMENTED       USACE
 JU4319  HISTORY     - 19960523 GOOD             NJGS
 JU4319  HISTORY     - 19960721 GOOD             NJGS
 JU4319  HISTORY     - 20051107 GOOD             INDIV
 JU4319  HISTORY     - 20070730 MARK NOT FOUND   NJDEP
 JU4319  HISTORY     - 20080212 GOOD             INDIV
 JU4319  HISTORY     - 20100804 GOOD             INDIV
 JU4319  HISTORY     - 20190301 MARK NOT FOUND   NJGS
 JU4319
 JU4319                          STATION DESCRIPTION
 JU4319
 JU4319'DESCRIBED BY US ARMY CORPS OF 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
 JU4319
 JU4319                          STATION RECOVERY (2007)
 JU4319
 JU4319'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 JU4319'MARK NOT FOUND, BULKHEAD APPEARS TO HAVE BEEN RECENTLY RECONSTRUCTED,
 JU4319'WITNESS SIGN NOT FOUND.
 JU4319
 JU4319                          STATION RECOVERY (2008)
 JU4319
 JU4319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SDC)
 JU4319'RECOVERED AS DESCRIBED.
 JU4319'WITNESS POST HAS BEEN REMOVED.
 JU4319
 JU4319                          STATION RECOVERY (2010)
 JU4319
 JU4319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SDC)
 JU4319'RECOVERED AS DESCRIBED.
 JU4319'WITNESS POST CUT OFF, BASE OF POST 1'+/- HIGH AT MARK.
 JU4319
 JU4319                          STATION RECOVERY (2019)
 JU4319
 JU4319'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MJK)
 JU4319'NEW BULKHEAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4320 ***********************************************************************
 JU4320  DESIGNATION -  NJGPS 31
 JU4320  PID         -  JU4320
 JU4320  STATE/COUNTY-  NJ/OCEAN
 JU4320  COUNTRY     -  US
 JU4320  USGS QUAD   -  SHIP BOTTOM (2019)
 JU4320
 JU4320                         *CURRENT SURVEY CONTROL
 JU4320  ______________________________________________________________________
 JU4320* NAD 83(2011) POSITION- 39 39 39.51499(N) 074 12 05.06892(W)   ADJUSTED
 JU4320* NAD 83(2011) ELLIP HT-   -22.254 (meters)        (06/27/12)   ADJUSTED
 JU4320* NAD 83(2011) EPOCH   -  2010.00
 JU4320* NAVD 88 ORTHO HEIGHT -    11.222 (meters)       36.82  (feet) ADJUSTED
 JU4320  ______________________________________________________________________
 JU4320  GEOID HEIGHT    -        -33.484 (meters)                     GEOID18
 JU4320  NAD 83(2011) X  -  1,338,631.525 (meters)                     COMP
 JU4320  NAD 83(2011) Y  - -4,731,067.285 (meters)                     COMP
 JU4320  NAD 83(2011) Z  -  4,049,064.310 (meters)                     COMP
 JU4320  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC18
 JU4320  DYNAMIC HEIGHT  -         11.217 (meters)       36.80  (feet) COMP
 JU4320  MODELED GRAVITY -    980,154.4   (mgal)                       NAVD 88
 JU4320
 JU4320  VERT ORDER      -  FIRST     CLASS I
 JU4320
 JU4320  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4320  Standards:
 JU4320         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4320            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4320  -------------------------------------------------------------------
 JU4320  NETWORK    0.52   0.78           0.23   0.19   0.40     -0.19476387
 JU4320  -------------------------------------------------------------------
 JU4320  Click here for local accuracies and other accuracy information.
 JU4320
 JU4320.The horizontal coordinates were established by GPS observations
 JU4320.and adjusted by the National Geodetic Survey in June 2012.
 JU4320
 JU4320.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4320.been affixed to the stable North American tectonic plate. See 
 JU4320.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4320
 JU4320.The horizontal coordinates are valid at the epoch date displayed above
 JU4320.which is a decimal equivalence of Year/Month/Day.
 JU4320
 JU4320.The orthometric height was determined by differential leveling and
 JU4320.adjusted by the NATIONAL GEODETIC SURVEY
 JU4320.in April 1997.
 JU4320
 JU4320.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4320.GEOID18 height accuracy estimate available here.
 JU4320
 JU4320.Click photographs - Photos may exist for this station.
 JU4320
 JU4320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4320
 JU4320.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4320
 JU4320.The ellipsoidal height was determined by GPS observations
 JU4320.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4320
 JU4320;                    North         East     Units Scale Factor Converg.
 JU4320;SPC NJ       -    91,918.523   175,621.029   MT  0.99990808   +0 11 26.1
 JU4320;SPC NJ       -   301,569.35    576,183.33   sFT  0.99990808   +0 11 26.1
 JU4320;UTM  18      - 4,390,434.729   568,503.906   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6850390434(NAD 83)
 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  NAD 83(2007)-  39 39 39.51574(N)    074 12 05.06980(W) AD(2002.00) 0
 JU4320  ELLIP H (02/10/07)  -22.246  (m)                       GP(2002.00)    
 JU4320  ELLIP H (10/23/02)  -22.225  (m)                       GP(       ) 4 1
 JU4320  NAD 83(1996)-  39 39 39.51534(N)    074 12 05.06975(W) AD(       ) 1
 JU4320  ELLIP H (05/14/99)  -22.242  (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)  -22.299  (m)                       GP(       ) 3 2
 JU4320  NAVD 88 (03/31/93)   11.3    (m)  GEOID90  model used  GPS OBS        
 JU4320
 JU4320.Superseded values are not recommended for survey control.
 JU4320
 JU4320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4320.See file dsdata.pdf to determine how the superseded data were derived.
 JU4320
 JU4320_MARKER: DD = SURVEY DISK
 JU4320_SETTING: 0 = UNSPECIFIED SETTING
 JU4320_STAMPING: NJGPS31
 JU4320_MARK LOGO: USACE
 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       USACE
 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4321 ***********************************************************************
 JU4321  DESIGNATION -  NJGPS 32
 JU4321  PID         -  JU4321
 JU4321  STATE/COUNTY-  NJ/OCEAN
 JU4321  COUNTRY     -  US
 JU4321  USGS QUAD   -  SHIP BOTTOM (2019)
 JU4321
 JU4321                         *CURRENT SURVEY CONTROL
 JU4321  ______________________________________________________________________
 JU4321* NAD 83(2011) POSITION- 39 39 43.42358(N) 074 10 48.06783(W)   ADJUSTED
 JU4321* NAD 83(2011) ELLIP HT-   -32.777 (meters)        (06/27/12)   ADJUSTED
 JU4321* NAD 83(2011) EPOCH   -  2010.00
 JU4321* NAVD 88 ORTHO HEIGHT -     0.745 (meters)        2.44  (feet) ADJUSTED
 JU4321  ______________________________________________________________________
 JU4321  GEOID HEIGHT    -        -33.521 (meters)                     GEOID18
 JU4321  NAD 83(2011) X  -  1,340,374.412 (meters)                     COMP
 JU4321  NAD 83(2011) Y  - -4,730,485.411 (meters)                     COMP
 JU4321  NAD 83(2011) Z  -  4,049,150.392 (meters)                     COMP
 JU4321  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 JU4321  DYNAMIC HEIGHT  -          0.744 (meters)        2.44  (feet) COMP
 JU4321  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 JU4321
 JU4321  VERT ORDER      -  FIRST     CLASS I
 JU4321
 JU4321  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4321  Standards:
 JU4321         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4321            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4321  -------------------------------------------------------------------
 JU4321  NETWORK    0.58   0.84           0.26   0.21   0.43     -0.13400053
 JU4321  -------------------------------------------------------------------
 JU4321  Click here for local accuracies and other accuracy information.
 JU4321
 JU4321.The horizontal coordinates were established by GPS observations
 JU4321.and adjusted by the National Geodetic Survey in June 2012.
 JU4321
 JU4321.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4321.been affixed to the stable North American tectonic plate. See 
 JU4321.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4321
 JU4321.The horizontal coordinates are valid at the epoch date displayed above
 JU4321.which is a decimal equivalence of Year/Month/Day.
 JU4321
 JU4321.The orthometric height was determined by differential leveling and
 JU4321.adjusted by the NATIONAL GEODETIC SURVEY
 JU4321.in April 1997.
 JU4321
 JU4321.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4321.GEOID18 height accuracy estimate available here.
 JU4321
 JU4321.Click photographs - Photos may exist for this station.
 JU4321
 JU4321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4321
 JU4321.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4321
 JU4321.The ellipsoidal height was determined by GPS observations
 JU4321.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4321
 JU4321;                    North         East     Units Scale Factor Converg.
 JU4321;SPC NJ       -    92,045.380   177,455.927   MT  0.99990928   +0 12 15.2
 JU4321;SPC NJ       -   301,985.55    582,203.32   sFT  0.99990928   +0 12 15.2
 JU4321;UTM  18      - 4,390,571.770   570,337.612   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  =   0.99966605
 JU4321
 JU4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7033790571(NAD 83)
 JU4321
 JU4321                          SUPERSEDED SURVEY CONTROL
 JU4321
 JU4321  NAD 83(2007)-  39 39 43.42435(N)    074 10 48.06871(W) AD(2002.00) 0
 JU4321  ELLIP H (02/10/07)  -32.766  (m)                       GP(2002.00)    
 JU4321  ELLIP H (10/23/02)  -32.744  (m)                       GP(       ) 4 1
 JU4321  NAD 83(1996)-  39 39 43.42394(N)    074 10 48.06866(W) AD(       ) 1
 JU4321  ELLIP H (05/14/99)  -32.761  (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)  -32.801  (m)                       GP(       ) 3 2
 JU4321  NAVD 88 (03/31/93)    0.8    (m)  GEOID90  model used  GPS OBS        
 JU4321
 JU4321.Superseded values are not recommended for survey control.
 JU4321
 JU4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4321.See file dsdata.pdf to determine how the superseded data were derived.
 JU4321
 JU4321_MARKER: DD = SURVEY DISK
 JU4321_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4321_STAMPING: NJGPS 32
 JU4321_MARK LOGO: USACE
 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       USACE
 JU4321  HISTORY     - 19950131 GOOD             NJGS
 JU4321  HISTORY     - 19960523 GOOD             NJGS
 JU4321  HISTORY     - 19960716 GOOD             NJGS
 JU4321  HISTORY     - 20070730 MARK NOT FOUND   NJDEP
 JU4321
 JU4321                          STATION DESCRIPTION
 JU4321
 JU4321'DESCRIBED BY US ARMY CORPS OF 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.
 JU4321
 JU4321                          STATION RECOVERY (2007)
 JU4321
 JU4321'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 JU4321'MARK NOT FOUND, NEW BULKHEAD AND HOME CONSTRUCTION MAY HAVE DISPLACED
 JU4321'IT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4323 ***********************************************************************
 JU4323  DESIGNATION -  NJGPS 35
 JU4323  PID         -  JU4323
 JU4323  STATE/COUNTY-  NJ/OCEAN
 JU4323  COUNTRY     -  US
 JU4323  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU4323
 JU4323                         *CURRENT SURVEY CONTROL
 JU4323  ______________________________________________________________________
 JU4323* NAD 83(2011) POSITION- 39 46 09.36445(N) 074 06 00.92828(W)   ADJUSTED
 JU4323* NAD 83(2011) ELLIP HT-   -24.312 (meters)        (06/27/12)   ADJUSTED
 JU4323* NAD 83(2011) EPOCH   -  2010.00
 JU4323* NAVD 88 ORTHO HEIGHT -     9.1   (meters)       30.    (feet) GPS OBS
 JU4323  ______________________________________________________________________
 JU4323  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4323  GEOID HEIGHT    -        -33.210 (meters)                     GEOID90
 JU4323  GEOID HEIGHT    -        -33.313 (meters)                     GEOID18
 JU4323  NAD 83(2011) X  -  1,344,876.545 (meters)                     COMP
 JU4323  NAD 83(2011) Y  - -4,721,306.438 (meters)                     COMP
 JU4323  NAD 83(2011) Z  -  4,058,311.820 (meters)                     COMP
 JU4323  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 JU4323
 JU4323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4323  Standards:
 JU4323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4323  -------------------------------------------------------------------
 JU4323  NETWORK    0.92   1.25           0.41   0.34   0.64      0.02770268
 JU4323  -------------------------------------------------------------------
 JU4323  Click here for local accuracies and other accuracy information.
 JU4323
 JU4323.The horizontal coordinates were established by GPS observations
 JU4323.and adjusted by the National Geodetic Survey in June 2012.
 JU4323
 JU4323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4323.been affixed to the stable North American tectonic plate. See 
 JU4323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4323
 JU4323.The horizontal coordinates are valid at the epoch date displayed above
 JU4323.which is a decimal equivalence of Year/Month/Day.
 JU4323
 JU4323.The orthometric height was determined by GPS observations and a
 JU4323.high-resolution geoid model.
 JU4323
 JU4323.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4323.GEOID18 height accuracy estimate available here.
 JU4323
 JU4323.Click photographs - Photos may exist for this station.
 JU4323
 JU4323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4323
 JU4323.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4323
 JU4323.The ellipsoidal height was determined by GPS observations
 JU4323.and is referenced to NAD 83.
 JU4323
 JU4323. The following values were computed from the NAD 83(2011) position.
 JU4323
 JU4323;                    North         East     Units Scale Factor Converg.
 JU4323;SPC NJ       -   103,974.651   184,246.764   MT  0.99991443   +0 15 20.6
 JU4323;SPC NJ       -   341,123.50    604,482.92   sFT  0.99991443   +0 15 20.6
 JU4323;UTM  18      - 4,402,535.794   577,060.172   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7706002535(NAD 83)
 JU4323
 JU4323                          SUPERSEDED SURVEY CONTROL
 JU4323
 JU4323  NAD 83(2007)-  39 46 09.36499(N)    074 06 00.92900(W) AD(2002.00) 0
 JU4323  ELLIP H (02/10/07)  -24.305  (m)                       GP(2002.00)    
 JU4323  ELLIP H (10/23/02)  -24.278  (m)                       GP(       ) 4 1
 JU4323  NAD 83(1996)-  39 46 09.36450(N)    074 06 00.92876(W) AD(       ) 1
 JU4323  ELLIP H (05/14/99)  -24.293  (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)  -24.281  (m)                       GP(       ) 3 2
 JU4323
 JU4323.Superseded values are not recommended for survey control.
 JU4323
 JU4323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4323.See file dsdata.pdf to determine how the superseded data were derived.
 JU4323
 JU4323_MARKER: DD = SURVEY DISK
 JU4323_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4323_STAMPING: NJGPS 35
 JU4323_MARK LOGO: USACE
 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       USACE
 JU4323
 JU4323                          STATION DESCRIPTION
 JU4323
 JU4323'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4324 ***********************************************************************
 JU4324  DESIGNATION -  NJGPS 36
 JU4324  PID         -  JU4324
 JU4324  STATE/COUNTY-  NJ/OCEAN
 JU4324  COUNTRY     -  US
 JU4324  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU4324
 JU4324                         *CURRENT SURVEY CONTROL
 JU4324  ______________________________________________________________________
 JU4324* NAD 83(2011) POSITION- 39 47 09.24822(N) 074 07 07.27899(W)   ADJUSTED
 JU4324* NAD 83(2011) ELLIP HT-   -33.073 (meters)        (06/27/12)   ADJUSTED
 JU4324* NAD 83(2011) EPOCH   -  2010.00
 JU4324* NAVD 88 ORTHO HEIGHT -     0.2   (meters)        1.    (feet) GPS OBS
 JU4324  ______________________________________________________________________
 JU4324  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4324  GEOID HEIGHT    -        -33.160 (meters)                     GEOID90
 JU4324  GEOID HEIGHT    -        -33.248 (meters)                     GEOID18
 JU4324  NAD 83(2011) X  -  1,343,032.537 (meters)                     COMP
 JU4324  NAD 83(2011) Y  - -4,720,595.766 (meters)                     COMP
 JU4324  NAD 83(2011) Z  -  4,059,725.630 (meters)                     COMP
 JU4324  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 JU4324
 JU4324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4324  Standards:
 JU4324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4324  -------------------------------------------------------------------
 JU4324  NETWORK    0.95   1.23           0.43   0.34   0.63      0.03317685
 JU4324  -------------------------------------------------------------------
 JU4324  Click here for local accuracies and other accuracy information.
 JU4324
 JU4324.The horizontal coordinates were established by GPS observations
 JU4324.and adjusted by the National Geodetic Survey in June 2012.
 JU4324
 JU4324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4324.been affixed to the stable North American tectonic plate. See 
 JU4324.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4324
 JU4324.The horizontal coordinates are valid at the epoch date displayed above
 JU4324.which is a decimal equivalence of Year/Month/Day.
 JU4324
 JU4324.The orthometric height was determined by GPS observations and a
 JU4324.high-resolution geoid model.
 JU4324
 JU4324.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4324.GEOID18 height accuracy estimate available here.
 JU4324
 JU4324.Click photographs - Photos may exist for this station.
 JU4324
 JU4324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4324
 JU4324.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4324
 JU4324.The ellipsoidal height was determined by GPS observations
 JU4324.and is referenced to NAD 83.
 JU4324
 JU4324. The following values were computed from the NAD 83(2011) position.
 JU4324
 JU4324;                    North         East     Units Scale Factor Converg.
 JU4324;SPC NJ       -   105,814.510   182,659.894   MT  0.99991313   +0 14 38.4
 JU4324;SPC NJ       -   347,159.77    599,276.67   sFT  0.99991313   +0 14 38.4
 JU4324;UTM  18      - 4,404,366.320   575,463.441   MT  0.99967011   +0 33 50.4
 JU4324
 JU4324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4324!SPC NJ       -   1.00000519  x   0.99991313  =   0.99991832
 JU4324!UTM  18      -   1.00000519  x   0.99967011  =   0.99967530
 JU4324
 JU4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7546304366(NAD 83)
 JU4324
 JU4324                          SUPERSEDED SURVEY CONTROL
 JU4324
 JU4324  NAD 83(2007)-  39 47 09.24876(N)    074 07 07.27972(W) AD(2002.00) 0
 JU4324  ELLIP H (02/10/07)  -33.066  (m)                       GP(2002.00)    
 JU4324  ELLIP H (10/23/02)  -33.038  (m)                       GP(       ) 4 1
 JU4324  NAD 83(1996)-  39 47 09.24827(N)    074 07 07.27947(W) AD(       ) 1
 JU4324  ELLIP H (05/14/99)  -33.054  (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)  -33.044  (m)                       GP(       ) 3 2
 JU4324
 JU4324.Superseded values are not recommended for survey control.
 JU4324
 JU4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4324.See file dsdata.pdf to determine how the superseded data were derived.
 JU4324
 JU4324_MARKER: DD = SURVEY DISK
 JU4324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4324_STAMPING: NJGPS 36
 JU4324_MARK LOGO: USACE
 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       USACE
 JU4324
 JU4324                          STATION DESCRIPTION
 JU4324
 JU4324'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4326 ***********************************************************************
 JU4326  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4326  DESIGNATION -  NJGPS 38
 JU4326  PID         -  JU4326
 JU4326  STATE/COUNTY-  NJ/OCEAN
 JU4326  COUNTRY     -  US
 JU4326  USGS QUAD   -  FORKED RIVER (2019)
 JU4326
 JU4326                         *CURRENT SURVEY CONTROL
 JU4326  ______________________________________________________________________
 JU4326* NAD 83(2011) POSITION- 39 50 27.84825(N) 074 08 47.94925(W)   ADJUSTED
 JU4326* NAD 83(2011) ELLIP HT-   -31.496 (meters)        (06/27/12)   ADJUSTED
 JU4326* NAD 83(2011) EPOCH   -  2010.00
 JU4326* NAVD 88 ORTHO HEIGHT -     1.7   (meters)        6.    (feet) GPS OBS
 JU4326  ______________________________________________________________________
 JU4326  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4326  GEOID HEIGHT    -        -33.070 (meters)                     GEOID90
 JU4326  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 JU4326  NAD 83(2011) X  -  1,339,657.391 (meters)                     COMP
 JU4326  NAD 83(2011) Y  - -4,717,479.130 (meters)                     COMP
 JU4326  NAD 83(2011) Z  -  4,064,431.594 (meters)                     COMP
 JU4326  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 JU4326
 JU4326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4326  Standards:
 JU4326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4326  -------------------------------------------------------------------
 JU4326  NETWORK    1.09   1.43           0.39   0.49   0.73     -0.16196022
 JU4326  -------------------------------------------------------------------
 JU4326  Click here for local accuracies and other accuracy information.
 JU4326
 JU4326.The horizontal coordinates were established by GPS observations
 JU4326.and adjusted by the National Geodetic Survey in June 2012.
 JU4326
 JU4326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4326.been affixed to the stable North American tectonic plate. See 
 JU4326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4326
 JU4326.The horizontal coordinates are valid at the epoch date displayed above
 JU4326.which is a decimal equivalence of Year/Month/Day.
 JU4326
 JU4326.The orthometric height was determined by GPS observations and a
 JU4326.high-resolution geoid model.
 JU4326
 JU4326.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4326.GEOID18 height accuracy estimate available here.
 JU4326
 JU4326.This Tidal Bench Mark is designated as VM 21350
 JU4326.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU4326
 JU4326.Click photographs - Photos may exist for this station.
 JU4326
 JU4326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4326
 JU4326.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4326
 JU4326.The ellipsoidal height was determined by GPS observations
 JU4326.and is referenced to NAD 83.
 JU4326
 JU4326. The following values were computed from the NAD 83(2011) position.
 JU4326
 JU4326;                    North         East     Units Scale Factor Converg.
 JU4326;SPC NJ       -   111,929.306   180,240.548   MT  0.99991125   +0 13 35.0
 JU4326;SPC NJ       -   367,221.40    591,339.20   sFT  0.99991125   +0 13 35.0
 JU4326;UTM  18      - 4,410,466.011   573,010.563   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7301010466(NAD 83)
 JU4326
 JU4326                          SUPERSEDED SURVEY CONTROL
 JU4326
 JU4326  NAD 83(2007)-  39 50 27.84878(N)    074 08 47.94990(W) AD(2002.00) 0
 JU4326  ELLIP H (02/10/07)  -31.488  (m)                       GP(2002.00)    
 JU4326  ELLIP H (10/23/02)  -31.469  (m)                       GP(       ) 4 1
 JU4326  NAD 83(1996)-  39 50 27.84855(N)    074 08 47.94970(W) AD(       ) 1
 JU4326  ELLIP H (05/14/99)  -31.486  (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)  -31.453  (m)                       GP(       ) 3 2
 JU4326
 JU4326.Superseded values are not recommended for survey control.
 JU4326
 JU4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4326.See file dsdata.pdf to determine how the superseded data were derived.
 JU4326
 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: USACE
 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       USACE
 JU4326
 JU4326                          STATION DESCRIPTION
 JU4326
 JU4326'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 HU2836 ***********************************************************************
 HU2836  DESIGNATION -  NJGPS 4
 HU2836  PID         -  HU2836
 HU2836  STATE/COUNTY-  NJ/CAPE MAY
 HU2836  COUNTRY     -  US
 HU2836  USGS QUAD   -  CAPE MAY (2019)
 HU2836
 HU2836                         *CURRENT SURVEY CONTROL
 HU2836  ______________________________________________________________________
 HU2836* NAD 83(2011) POSITION- 38 57 16.45461(N) 074 54 18.32344(W)   ADJUSTED
 HU2836* NAD 83(2011) ELLIP HT-   -18.406 (meters)        (06/27/12)   ADJUSTED
 HU2836* NAD 83(2011) EPOCH   -  2010.00
 HU2836* NAVD 88 ORTHO HEIGHT -    17.087 (meters)       56.06  (feet) ADJUSTED
 HU2836  ______________________________________________________________________
 HU2836  GEOID HEIGHT    -        -35.491 (meters)                     GEOID18
 HU2836  NAD 83(2011) X  -  1,293,365.857 (meters)                     COMP
 HU2836  NAD 83(2011) Y  - -4,795,120.585 (meters)                     COMP
 HU2836  NAD 83(2011) Z  -  3,988,384.787 (meters)                     COMP
 HU2836  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 HU2836  DYNAMIC HEIGHT  -         17.077 (meters)       56.03  (feet) COMP
 HU2836  MODELED GRAVITY -    980,049.1   (mgal)                       NAVD 88
 HU2836
 HU2836  VERT ORDER      -  FIRST     CLASS II
 HU2836
 HU2836  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2836  Standards:
 HU2836         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2836            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2836  -------------------------------------------------------------------
 HU2836  NETWORK    0.73   1.18           0.33   0.26   0.60      0.05929330
 HU2836  -------------------------------------------------------------------
 HU2836  Click here for local accuracies and other accuracy information.
 HU2836
 HU2836.The horizontal coordinates were established by GPS observations
 HU2836.and adjusted by the National Geodetic Survey in June 2012.
 HU2836
 HU2836.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2836.been affixed to the stable North American tectonic plate. See 
 HU2836.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2836
 HU2836.The horizontal coordinates are valid at the epoch date displayed above
 HU2836.which is a decimal equivalence of Year/Month/Day.
 HU2836
 HU2836.The orthometric height was determined by differential leveling and
 HU2836.adjusted by the NATIONAL GEODETIC SURVEY
 HU2836.in September 1996.
 HU2836
 HU2836.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2836.GEOID18 height accuracy estimate available here.
 HU2836
 HU2836.Click photographs - Photos may exist for this station.
 HU2836
 HU2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2836
 HU2836.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2836
 HU2836.The ellipsoidal height was determined by GPS observations
 HU2836.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 HU2836
 HU2836;                    North         East     Units Scale Factor Converg.
 HU2836;SPC NJ       -    13,535.671   114,889.544   MT  0.99991517   -0 15 16.9
 HU2836;SPC NJ       -    44,408.28    376,933.45   sFT  0.99991517   -0 15 16.9
 HU2836;UTM  18      - 4,311,739.550   508,223.690   MT  0.99960083   +0 03 34.8
 HU2836
 HU2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2836!SPC NJ       -   1.00000289  x   0.99991517  =   0.99991806
 HU2836!UTM  18      -   1.00000289  x   0.99960083  =   0.99960372
 HU2836
 HU2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0822311739(NAD 83)
 HU2836
 HU2836                          SUPERSEDED SURVEY CONTROL
 HU2836
 HU2836  NAD 83(2007)-  38 57 16.45490(N)    074 54 18.32418(W) AD(2002.00) 0
 HU2836  ELLIP H (02/10/07)  -18.391  (m)                       GP(2002.00)    
 HU2836  ELLIP H (10/23/02)  -18.372  (m)                       GP(       ) 4 1
 HU2836  NAD 83(1996)-  38 57 16.45491(N)    074 54 18.32389(W) AD(       ) 1
 HU2836  ELLIP H (05/14/99)  -18.380  (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)  -18.450  (m)                       GP(       ) 3 2
 HU2836  NAVD 88 (03/31/93)   17.1    (m)  GEOID90  model used  GPS OBS        
 HU2836
 HU2836.Superseded values are not recommended for survey control.
 HU2836
 HU2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2836.See file dsdata.pdf to determine how the superseded data were derived.
 HU2836
 HU2836_MARKER: Z = SEE DESCRIPTION
 HU2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2836_MARK LOGO: NONE
 HU2836_PROJECTION: FLUSH
 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 - March 12, 2020
 HU2836
 HU2836  HISTORY     - Date     Condition        Report By
 HU2836  HISTORY     - 1990     MONUMENTED       USACE
 HU2836  HISTORY     - 19930216 GOOD             NJHA
 HU2836  HISTORY     - 19950705 GOOD             NJGS
 HU2836  HISTORY     - 20030424 GOOD             NJGS
 HU2836  HISTORY     - 20071007 GOOD             GEOCAC
 HU2836  HISTORY     - 20160929 GOOD             BOSWEL
 HU2836  HISTORY     - 20190725 GOOD             NJGS
 HU2836  HISTORY     - 20200312 GOOD             NJGS
 HU2836
 HU2836                          STATION DESCRIPTION
 HU2836
 HU2836'DESCRIBED BY US ARMY CORPS OF 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.
 HU2836
 HU2836                          STATION RECOVERY (2007)
 HU2836
 HU2836'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 HU2836'RECOVERED IN GOOD CONDITION.
 HU2836
 HU2836                          STATION RECOVERY (2016)
 HU2836
 HU2836'RECOVERY NOTE BY BOSWELL ENGINEERING 2016 (AB)
 HU2836'RECOVERED IN GOOD CONDITION.
 HU2836
 HU2836                          STATION RECOVERY (2019)
 HU2836
 HU2836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JB)
 HU2836'THE MARK IS LOCATED 1.5 FT (0.5 M) SOUTH EAST OF THE 16TH POST OF THE
 HU2836'GUIDERAIL, 75.8 FT (23.1 M) NORTH EAST PARAPET WALL OF THE BRIDGE, 3
 HU2836'FT (0.9 M) SOUTH EAST OF THE SOUTH SIDE OF RT109 FACE OF CURB AND
 HU2836'135.5 FT (41.3 M) SOUTHWEST FROM THE WEST CORNER OF A JUNCTION BOX
 HU2836'(SECOND JUNCTION BOX FROM BRIDGE).
 HU2836
 HU2836                          STATION RECOVERY (2020)
 HU2836
 HU2836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 HU2836'THE MARK IS LOCATED 75.7 FT (23.1 M) NORTH EAST OF BRIDGE PARAPET WALL
 HU2836'OF ROUTE 109 NORTH BOUND, 135.1 FT (41.2 M) WEST OF THE WEST CORNER OF
 HU2836'THE JUNCTION BOX (2ND FROM BRIDGE), 1 FT (0.3 M) SOUTHEAST OF 16TH
 HU2836'GUIDERAIL POST FROM BRIDGE AND 2 FT (0.6 M) SOUTH EAST OF FACE OF
 HU2836'GUIDERAIL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4328 ***********************************************************************
 JU4328  DESIGNATION -  NJGPS 40
 JU4328  PID         -  JU4328
 JU4328  STATE/COUNTY-  NJ/OCEAN
 JU4328  COUNTRY     -  US
 JU4328  USGS QUAD   -  SEASIDE PARK (2019)
 JU4328
 JU4328                         *CURRENT SURVEY CONTROL
 JU4328  ______________________________________________________________________
 JU4328* NAD 83(2011) POSITION- 39 55 16.04371(N) 074 06 27.34385(W)   ADJUSTED
 JU4328* NAD 83(2011) ELLIP HT-   -32.438 (meters)        (06/27/12)   ADJUSTED
 JU4328* NAD 83(2011) EPOCH   -  2010.00
 JU4328* NAVD 88 ORTHO HEIGHT -     0.7   (meters)        2.    (feet) GPS OBS
 JU4328  ______________________________________________________________________
 JU4328  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4328  GEOID HEIGHT    -        -33.040 (meters)                     GEOID90
 JU4328  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 JU4328  NAD 83(2011) X  -  1,341,312.010 (meters)                     COMP
 JU4328  NAD 83(2011) Y  - -4,711,082.650 (meters)                     COMP
 JU4328  NAD 83(2011) Z  -  4,071,251.872 (meters)                     COMP
 JU4328  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 JU4328
 JU4328  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4328  Standards:
 JU4328         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4328            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4328  -------------------------------------------------------------------
 JU4328  NETWORK    0.75   0.98           0.30   0.31   0.50      0.15493014
 JU4328  -------------------------------------------------------------------
 JU4328  Click here for local accuracies and other accuracy information.
 JU4328
 JU4328.The horizontal coordinates were established by GPS observations
 JU4328.and adjusted by the National Geodetic Survey in June 2012.
 JU4328
 JU4328.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4328.been affixed to the stable North American tectonic plate. See 
 JU4328.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4328
 JU4328.The horizontal coordinates are valid at the epoch date displayed above
 JU4328.which is a decimal equivalence of Year/Month/Day.
 JU4328
 JU4328.The orthometric height was determined by GPS observations and a
 JU4328.high-resolution geoid model.
 JU4328
 JU4328.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4328.GEOID18 height accuracy estimate available here.
 JU4328
 JU4328.Click photographs - Photos may exist for this station.
 JU4328
 JU4328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4328
 JU4328.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4328
 JU4328.The ellipsoidal height was determined by GPS observations
 JU4328.and is referenced to NAD 83.
 JU4328
 JU4328. The following values were computed from the NAD 83(2011) position.
 JU4328
 JU4328;                    North         East     Units Scale Factor Converg.
 JU4328;SPC NJ       -   120,831.008   183,544.148   MT  0.99991385   +0 15 06.6
 JU4328;SPC NJ       -   396,426.40    602,177.76   sFT  0.99991385   +0 15 06.6
 JU4328;UTM  18      - 4,419,383.884   576,263.505   MT  0.99967160   +0 34 21.8
 JU4328
 JU4328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4328!SPC NJ       -   1.00000509  x   0.99991385  =   0.99991894
 JU4328!UTM  18      -   1.00000509  x   0.99967160  =   0.99967669
 JU4328
 JU4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7626319383(NAD 83)
 JU4328
 JU4328                          SUPERSEDED SURVEY CONTROL
 JU4328
 JU4328  NAD 83(2007)-  39 55 16.04427(N)    074 06 27.34442(W) AD(2002.00) 0
 JU4328  ELLIP H (02/10/07)  -32.428  (m)                       GP(2002.00)    
 JU4328  ELLIP H (10/23/02)  -32.412  (m)                       GP(       ) 4 1
 JU4328  NAD 83(1996)-  39 55 16.04397(N)    074 06 27.34411(W) AD(       ) 1
 JU4328  ELLIP H (05/14/99)  -32.430  (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)  -32.374  (m)                       GP(       ) 3 2
 JU4328
 JU4328.Superseded values are not recommended for survey control.
 JU4328
 JU4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4328.See file dsdata.pdf to determine how the superseded data were derived.
 JU4328
 JU4328_MARKER: DD = SURVEY DISK
 JU4328_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JU4328+WITH SETTING: INFORMATION.
 JU4328_STAMPING: NJGPS 40
 JU4328_MARK LOGO: USACE
 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 - July 23, 2021
 JU4328_ROD/PIPE-DEPTH: 1 meters
 JU4328
 JU4328  HISTORY     - Date     Condition        Report By
 JU4328  HISTORY     - 1990     MONUMENTED       USACE
 JU4328  HISTORY     - 20210723 GOOD             NJGS
 JU4328
 JU4328                          STATION DESCRIPTION
 JU4328
 JU4328'DESCRIBED BY US ARMY CORPS OF 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.
 JU4328
 JU4328                          STATION RECOVERY (2021)
 JU4328
 JU4328'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 JU4328'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHEAST OF FORKED RIVER,
 JU4328'5.3 MI (8.5 KM) EAST-SOUTHEAST OF TOMS RIVER AND 1.6 MI (2.6 KM)
 JU4328'WEST-SOUTHWEST OF SEASIDE PARK.
 JU4328'
 JU4328'THE MARK IS LOCATED IN BERKELEY TOWNSHIP ON THE WESTERN SHORE OF
 JU4328'BARNEGAT BAY, ON GOOD LUCK POINT.
 JU4328'
 JU4328'TO REACH THE STATION FROM THE JUG HANDLE JUNCTION OF U.S.HIGHWAY 9 AND
 JU4328'OCEAN GATE DRIVE, COUNTY ROAD 625, GO 1.76 KM (1.09 MI) NORTH ON OCEAN
 JU4328'GATE 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 JUNCTION
 JU4328'WITH DORRANCE DRIVE.  TURN LEFT AND GO 0.48 KM (0.30 MI) EAST ON
 JU4328'DORRANCE DRIVE TO THE JUNCTION WITH GOOD LUCK DRIVE.  TURN RIGHT AND
 JU4328'GO 0.16 KM (0.10 MI) SOUTH ON GOOD LUCK DRIVE TO PROPERTY NUMBER 40
 JU4328'CURRENTLY LOT HAS NO STRUCTURES AND   THE STATION IS ON THE LEFT.  THE
 JU4328'STATION IS 93.75 FT (28.6 M) EAST OF THE CENTERLINE OF GOOD LUCK
 JU4328'DRIVE, 10 FT (3.0 M) NORTH OF SOUTH FACE OF BULKHEAD THAT RUNS EAST TO
 JU4328'WEST DIRECTION, 8 FT (2.4 M) WEST OF EAST FACE OF BULKHEAD THAT RUNS
 JU4328'SOUTH TO NORTH DIRECTION, SET IN A PVC PIPE IN YARD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4329 ***********************************************************************
 JU4329  DESIGNATION -  NJGPS 41
 JU4329  PID         -  JU4329
 JU4329  STATE/COUNTY-  NJ/OCEAN
 JU4329  COUNTRY     -  US
 JU4329  USGS QUAD   -  SEASIDE PARK (2019)
 JU4329
 JU4329                         *CURRENT SURVEY CONTROL
 JU4329  ______________________________________________________________________
 JU4329* NAD 83(2011) POSITION- 39 59 20.56690(N) 074 06 47.83603(W)   ADJUSTED
 JU4329* NAD 83(2011) ELLIP HT-   -32.597 (meters)        (06/27/12)   ADJUSTED
 JU4329* NAD 83(2011) EPOCH   -  2010.00
 JU4329* NAVD 88 ORTHO HEIGHT -     0.5   (meters)        2.    (feet) GPS OBS
 JU4329  ______________________________________________________________________
 JU4329  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4329  GEOID HEIGHT    -        -33.020 (meters)                     GEOID90
 JU4329  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 JU4329  NAD 83(2011) X  -  1,339,518.172 (meters)                     COMP
 JU4329  NAD 83(2011) Y  - -4,706,557.561 (meters)                     COMP
 JU4329  NAD 83(2011) Z  -  4,077,032.861 (meters)                     COMP
 JU4329  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 JU4329
 JU4329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4329  Standards:
 JU4329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4329  -------------------------------------------------------------------
 JU4329  NETWORK    0.83   1.14           0.31   0.36   0.58      0.23780376
 JU4329  -------------------------------------------------------------------
 JU4329  Click here for local accuracies and other accuracy information.
 JU4329
 JU4329.The horizontal coordinates were established by GPS observations
 JU4329.and adjusted by the National Geodetic Survey in June 2012.
 JU4329
 JU4329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4329.been affixed to the stable North American tectonic plate. See 
 JU4329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4329
 JU4329.The horizontal coordinates are valid at the epoch date displayed above
 JU4329.which is a decimal equivalence of Year/Month/Day.
 JU4329
 JU4329.The orthometric height was determined by GPS observations and a
 JU4329.high-resolution geoid model.
 JU4329
 JU4329.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4329.GEOID18 height accuracy estimate available here.
 JU4329
 JU4329.Click photographs - Photos may exist for this station.
 JU4329
 JU4329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4329
 JU4329.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4329
 JU4329.The ellipsoidal height was determined by GPS observations
 JU4329.and is referenced to NAD 83.
 JU4329
 JU4329. The following values were computed from the NAD 83(2011) position.
 JU4329
 JU4329;                    North         East     Units Scale Factor Converg.
 JU4329;SPC NJ       -   128,369.920   183,024.865   MT  0.99991342   +0 14 54.7
 JU4329;SPC NJ       -   421,160.31    600,474.08   sFT  0.99991342   +0 14 54.7
 JU4329;UTM  18      - 4,426,917.939   575,702.113   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7570226917(NAD 83)
 JU4329
 JU4329                          SUPERSEDED SURVEY CONTROL
 JU4329
 JU4329  NAD 83(2007)-  39 59 20.56716(N)    074 06 47.83659(W) AD(2002.00) 0
 JU4329  ELLIP H (02/10/07)  -32.592  (m)                       GP(2002.00)    
 JU4329  ELLIP H (10/23/02)  -32.579  (m)                       GP(       ) 4 1
 JU4329  NAD 83(1996)-  39 59 20.56685(N)    074 06 47.83620(W) AD(       ) 1
 JU4329  ELLIP H (05/14/99)  -32.599  (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)  -32.472  (m)                       GP(       ) 3 2
 JU4329
 JU4329.Superseded values are not recommended for survey control.
 JU4329
 JU4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4329.See file dsdata.pdf to determine how the superseded data were derived.
 JU4329
 JU4329_STAMPING: NJGPS 41 91
 JU4329_MARK LOGO: USACE
 JU4329_PROJECTION: PROJECTING 10 CENTIMETERS
 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       USACE
 JU4329  HISTORY     - 20191212 MARK NOT FOUND   NJGS
 JU4329
 JU4329                          STATION DESCRIPTION
 JU4329
 JU4329'DESCRIBED BY US ARMY CORPS OF 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.
 JU4329
 JU4329                          STATION RECOVERY (2019)
 JU4329
 JU4329'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (FA)
 JU4329'STATION NOT FOUND.  THE AREA WAS SUBJECTED TO BEACH EROSION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6762 ***********************************************************************
 KV6762  DESIGNATION -  NJGPS 42
 KV6762  PID         -  KV6762
 KV6762  STATE/COUNTY-  NJ/OCEAN
 KV6762  COUNTRY     -  US
 KV6762  USGS QUAD   -  POINT PLEASANT (2019)
 KV6762
 KV6762                         *CURRENT SURVEY CONTROL
 KV6762  ______________________________________________________________________
 KV6762* NAD 83(2011) POSITION- 40 00 47.25296(N) 074 05 07.43540(W)   ADJUSTED
 KV6762* NAD 83(2011) ELLIP HT-   -32.535 (meters)        (06/27/12)   ADJUSTED
 KV6762* NAD 83(2011) EPOCH   -  2010.00
 KV6762* NAVD 88 ORTHO HEIGHT -     0.5   (meters)        2.    (feet) GPS OBS
 KV6762  ______________________________________________________________________
 KV6762  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6762  GEOID HEIGHT    -        -33.020 (meters)                     GEOID90
 KV6762  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 KV6762  NAD 83(2011) X  -  1,341,337.718 (meters)                     COMP
 KV6762  NAD 83(2011) Y  - -4,704,252.280 (meters)                     COMP
 KV6762  NAD 83(2011) Z  -  4,079,080.996 (meters)                     COMP
 KV6762  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 KV6762
 KV6762  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6762  Standards:
 KV6762         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6762            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6762  -------------------------------------------------------------------
 KV6762  NETWORK    0.48   0.76           0.20   0.19   0.39      0.05798357
 KV6762  -------------------------------------------------------------------
 KV6762  Click here for local accuracies and other accuracy information.
 KV6762
 KV6762.The horizontal coordinates were established by GPS observations
 KV6762.and adjusted by the National Geodetic Survey in June 2012.
 KV6762
 KV6762.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6762.been affixed to the stable North American tectonic plate. See 
 KV6762.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6762
 KV6762.The horizontal coordinates are valid at the epoch date displayed above
 KV6762.which is a decimal equivalence of Year/Month/Day.
 KV6762
 KV6762.The orthometric height was determined by GPS observations and a
 KV6762.high-resolution geoid model.
 KV6762
 KV6762.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6762.GEOID18 height accuracy estimate available here.
 KV6762
 KV6762.Click photographs - Photos may exist for this station.
 KV6762
 KV6762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6762
 KV6762.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6762
 KV6762.The ellipsoidal height was determined by GPS observations
 KV6762.and is referenced to NAD 83.
 KV6762
 KV6762. The following values were computed from the NAD 83(2011) position.
 KV6762
 KV6762;                    North         East     Units Scale Factor Converg.
 KV6762;SPC NJ       -   131,054.023   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      - 4,429,614.639   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7805529614(NAD 83)
 KV6762
 KV6762                          SUPERSEDED SURVEY CONTROL
 KV6762
 KV6762  NAD 83(2007)-  40 00 47.25333(N)    074 05 07.43585(W) AD(2002.00) 0
 KV6762  ELLIP H (02/10/07)  -32.526  (m)                       GP(2002.00)    
 KV6762  ELLIP H (10/23/02)  -32.513  (m)                       GP(       ) 4 1
 KV6762  NAD 83(1996)-  40 00 47.25302(N)    074 05 07.43540(W) AD(       ) 1
 KV6762  ELLIP H (05/14/99)  -32.533  (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)  -32.405  (m)                       GP(       ) 3 2
 KV6762
 KV6762.Superseded values are not recommended for survey control.
 KV6762
 KV6762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6762.See file dsdata.pdf to determine how the superseded data were derived.
 KV6762
 KV6762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6762_MARK LOGO: USACE
 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     - 1990     MONUMENTED       USACE
 KV6762  HISTORY     - 19901219 GOOD
 KV6762  HISTORY     - 20150515 POOR             BRICK
 KV6762
 KV6762                          STATION DESCRIPTION
 KV6762
 KV6762'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1990
 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.
 KV6762
 KV6762                          STATION RECOVERY (2015)
 KV6762
 KV6762'RECOVERY NOTE BY BRICK TOWNSHIP MUNICIPAL 2015 (CD)
 KV6762'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6763 ***********************************************************************
 KV6763  DESIGNATION -  NJGPS 43
 KV6763  PID         -  KV6763
 KV6763  STATE/COUNTY-  NJ/OCEAN
 KV6763  COUNTRY     -  US
 KV6763  USGS QUAD   -  POINT PLEASANT (2019)
 KV6763
 KV6763                         *CURRENT SURVEY CONTROL
 KV6763  ______________________________________________________________________
 KV6763* NAD 83(2011) POSITION- 40 02 25.03223(N) 074 03 20.08914(W)   ADJUSTED
 KV6763* NAD 83(2011) ELLIP HT-   -26.553 (meters)        (06/27/12)   ADJUSTED
 KV6763* NAD 83(2011) EPOCH   -  2010.00
 KV6763* NAVD 88 ORTHO HEIGHT -     6.512 (meters)       21.36  (feet) ADJUSTED
 KV6763  ______________________________________________________________________
 KV6763  GEOID HEIGHT    -        -33.053 (meters)                     GEOID18
 KV6763  NAD 83(2011) X  -  1,343,254.209 (meters)                     COMP
 KV6763  NAD 83(2011) Y  - -4,701,692.999 (meters)                     COMP
 KV6763  NAD 83(2011) Z  -  4,081,394.178 (meters)                     COMP
 KV6763  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 KV6763  DYNAMIC HEIGHT  -          6.509 (meters)       21.35  (feet) COMP
 KV6763  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 KV6763
 KV6763  VERT ORDER      -  FIRST     CLASS I
 KV6763
 KV6763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6763  Standards:
 KV6763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6763  -------------------------------------------------------------------
 KV6763  NETWORK    0.72   0.98           0.26   0.32   0.50      0.06843898
 KV6763  -------------------------------------------------------------------
 KV6763  Click here for local accuracies and other accuracy information.
 KV6763
 KV6763.The horizontal coordinates were established by GPS observations
 KV6763.and adjusted by the National Geodetic Survey in June 2012.
 KV6763
 KV6763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6763.been affixed to the stable North American tectonic plate. See 
 KV6763.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6763
 KV6763.The horizontal coordinates are valid at the epoch date displayed above
 KV6763.which is a decimal equivalence of Year/Month/Day.
 KV6763
 KV6763.The orthometric height was determined by differential leveling and
 KV6763.adjusted by the NATIONAL GEODETIC SURVEY
 KV6763.in March 2001.
 KV6763
 KV6763.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6763.GEOID18 height accuracy estimate available here.
 KV6763
 KV6763.Click photographs - Photos may exist for this station.
 KV6763
 KV6763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6763
 KV6763.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6763
 KV6763.The ellipsoidal height was determined by GPS observations
 KV6763.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6763
 KV6763;                    North         East     Units Scale Factor Converg.
 KV6763;SPC NJ       -   134,081.822   187,924.672   MT  0.99991770   +0 17 09.3
 KV6763;SPC NJ       -   439,900.11    616,549.53   sFT  0.99991770   +0 17 09.3
 KV6763;UTM  18      - 4,432,655.867   580,568.621   MT  0.99967991   +0 36 27.4
 KV6763
 KV6763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6763!SPC NJ       -   1.00000417  x   0.99991770  =   0.99992187
 KV6763!UTM  18      -   1.00000417  x   0.99967991  =   0.99968407
 KV6763
 KV6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8056832655(NAD 83)
 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  NAD 83(2007)-  40 02 25.03262(N)    074 03 20.08958(W) AD(2002.00) 0
 KV6763  ELLIP H (02/10/07)  -26.544  (m)                       GP(2002.00)    
 KV6763  ELLIP H (10/23/02)  -26.530  (m)                       GP(       ) 4 1
 KV6763  NAD 83(1996)-  40 02 25.03230(N)    074 03 20.08906(W) AD(       ) 1
 KV6763  ELLIP H (05/14/99)  -26.550  (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)  -26.428  (m)                       GP(       ) 3 2
 KV6763  NAVD 88 (03/31/93)    6.5    (m)  GEOID90  model used  GPS OBS        
 KV6763
 KV6763.Superseded values are not recommended for survey control.
 KV6763
 KV6763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6763.See file dsdata.pdf to determine how the superseded data were derived.
 KV6763
 KV6763_STAMPING: NJGPS 43
 KV6763_MARK LOGO: USACE
 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       USACE
 KV6763  HISTORY     - 19980601 GOOD             NJGS
 KV6763  HISTORY     - 20160218 MARK NOT FOUND   NJGS
 KV6763
 KV6763                          STATION DESCRIPTION
 KV6763
 KV6763'DESCRIBED BY US ARMY CORPS OF 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.
 KV6763
 KV6763                          STATION RECOVERY (2016)
 KV6763
 KV6763'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 KV6763'THE STRUCTURE, BRIDGE, INTO WHICH THE STATION WAS SET HAS BEEN
 KV6763'REMOVED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6764 ***********************************************************************
 KV6764  DESIGNATION -  NJGPS 44
 KV6764  PID         -  KV6764
 KV6764  STATE/COUNTY-  NJ/OCEAN
 KV6764  COUNTRY     -  US
 KV6764  USGS QUAD   -  POINT PLEASANT (2019)
 KV6764
 KV6764                         *CURRENT SURVEY CONTROL
 KV6764  ______________________________________________________________________
 KV6764* NAD 83(2011) POSITION- 40 03 45.83733(N) 074 03 14.90970(W)   ADJUSTED
 KV6764* NAD 83(2011) ELLIP HT-   -32.393 (meters)        (06/27/12)   ADJUSTED
 KV6764* NAD 83(2011) EPOCH   -  2010.00
 KV6764* NAVD 88 ORTHO HEIGHT -     0.7   (meters)        2.    (feet) GPS OBS
 KV6764  ______________________________________________________________________
 KV6764  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6764  GEOID HEIGHT    -        -33.020 (meters)                     GEOID90
 KV6764  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 KV6764  NAD 83(2011) X  -  1,342,930.455 (meters)                     COMP
 KV6764  NAD 83(2011) Y  - -4,700,112.956 (meters)                     COMP
 KV6764  NAD 83(2011) Z  -  4,083,298.175 (meters)                     COMP
 KV6764  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 KV6764
 KV6764  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6764  Standards:
 KV6764         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6764            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6764  -------------------------------------------------------------------
 KV6764  NETWORK    0.38   0.73           0.17   0.14   0.37      0.01740077
 KV6764  -------------------------------------------------------------------
 KV6764  Click here for local accuracies and other accuracy information.
 KV6764
 KV6764.The horizontal coordinates were established by GPS observations
 KV6764.and adjusted by the National Geodetic Survey in June 2012.
 KV6764
 KV6764.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6764.been affixed to the stable North American tectonic plate. See 
 KV6764.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6764
 KV6764.The horizontal coordinates are valid at the epoch date displayed above
 KV6764.which is a decimal equivalence of Year/Month/Day.
 KV6764
 KV6764.The orthometric height was determined by GPS observations and a
 KV6764.high-resolution geoid model.
 KV6764
 KV6764.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6764.GEOID18 height accuracy estimate available here.
 KV6764
 KV6764.Click photographs - Photos may exist for this station.
 KV6764
 KV6764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6764
 KV6764.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6764
 KV6764.The ellipsoidal height was determined by GPS observations
 KV6764.and is referenced to NAD 83.
 KV6764
 KV6764. The following values were computed from the NAD 83(2011) position.
 KV6764
 KV6764;                    North         East     Units Scale Factor Converg.
 KV6764;SPC NJ       -   136,574.490   188,034.969   MT  0.99991780   +0 17 13.1
 KV6764;SPC NJ       -   448,078.14    616,911.39   sFT  0.99991780   +0 17 13.1
 KV6764;UTM  18      - 4,435,148.522   580,664.894   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8066435148(NAD 83)
 KV6764
 KV6764                          SUPERSEDED SURVEY CONTROL
 KV6764
 KV6764  NAD 83(2007)-  40 03 45.83771(N)    074 03 14.91013(W) AD(2002.00) 0
 KV6764  ELLIP H (02/10/07)  -32.383  (m)                       GP(2002.00)    
 KV6764  ELLIP H (10/23/02)  -32.369  (m)                       GP(       ) 4 1
 KV6764  NAD 83(1996)-  40 03 45.83740(N)    074 03 14.90961(W) AD(       ) 1
 KV6764  ELLIP H (05/14/99)  -32.389  (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)  -32.263  (m)                       GP(       ) 3 2
 KV6764
 KV6764.Superseded values are not recommended for survey control.
 KV6764
 KV6764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6764.See file dsdata.pdf to determine how the superseded data were derived.
 KV6764
 KV6764_MARKER: DD = SURVEY DISK
 KV6764_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KV6764_STAMPING: NJGPS 44
 KV6764_MARK LOGO: USACE
 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 - November 18, 2010
 KV6764_ROD/PIPE-DEPTH: 7.01 meters
 KV6764_SLEEVE-DEPTH  : 1.22 meters
 KV6764
 KV6764  HISTORY     - Date     Condition        Report By
 KV6764  HISTORY     - 1990     MONUMENTED       USACE
 KV6764  HISTORY     - 19930426 GOOD             MCCRON
 KV6764  HISTORY     - 20030331 GOOD             JCLS
 KV6764  HISTORY     - 20070418 MARK NOT FOUND   JCLS
 KV6764  HISTORY     - 20101118 GOOD             INDIV
 KV6764
 KV6764                          STATION DESCRIPTION
 KV6764
 KV6764'DESCRIBED BY US ARMY CORPS OF 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.
 KV6764
 KV6764                          STATION RECOVERY (2007)
 KV6764
 KV6764'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 KV6764'MARK NOT FOUND.
 KV6764
 KV6764                          STATION RECOVERY (2010)
 KV6764
 KV6764'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (SM)
 KV6764'SURVEY DISK WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED AT THE
 KV6764'SOUTH END OF THE BULK HEAD WHERE IN COMES TO A V POINT. THE SURVEY
 KV6764'MARKER IS LOCATED A FOOT OR SO BELOW THE TOP OF THE BULK HEAD IN A
 KV6764'MAIN SUPPORT JOIST FOR SAID BULK HEAD.  IT IS LOCATED IN NJ TAX BLOCK
 KV6764'279 IN LOT 74.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6765 ***********************************************************************
 KV6765  DESIGNATION -  NJGPS 45
 KV6765  PID         -  KV6765
 KV6765  STATE/COUNTY-  NJ/OCEAN
 KV6765  COUNTRY     -  US
 KV6765  USGS QUAD   -  POINT PLEASANT (2019)
 KV6765
 KV6765                         *CURRENT SURVEY CONTROL
 KV6765  ______________________________________________________________________
 KV6765* NAD 83(2011) POSITION- 40 05 16.98681(N) 074 04 04.37981(W)   ADJUSTED
 KV6765* NAD 83(2011) ELLIP HT-   -31.981 (meters)        (06/27/12)   ADJUSTED
 KV6765* NAD 83(2011) EPOCH   -  2010.00
 KV6765* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) GPS OBS
 KV6765  ______________________________________________________________________
 KV6765  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6765  GEOID HEIGHT    -        -33.010 (meters)                     GEOID90
 KV6765  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 KV6765  NAD 83(2011) X  -  1,341,306.415 (meters)                     COMP
 KV6765  NAD 83(2011) Y  - -4,698,694.805 (meters)                     COMP
 KV6765  NAD 83(2011) Z  -  4,085,449.673 (meters)                     COMP
 KV6765  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 KV6765
 KV6765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6765  Standards:
 KV6765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6765  -------------------------------------------------------------------
 KV6765  NETWORK    0.93   1.55           0.41   0.34   0.79      0.19620758
 KV6765  -------------------------------------------------------------------
 KV6765  Click here for local accuracies and other accuracy information.
 KV6765
 KV6765.The horizontal coordinates were established by GPS observations
 KV6765.and adjusted by the National Geodetic Survey in June 2012.
 KV6765
 KV6765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6765.been affixed to the stable North American tectonic plate. See 
 KV6765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6765
 KV6765.The horizontal coordinates are valid at the epoch date displayed above
 KV6765.which is a decimal equivalence of Year/Month/Day.
 KV6765
 KV6765.The orthometric height was determined by GPS observations and a
 KV6765.high-resolution geoid model.
 KV6765
 KV6765.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6765.GEOID18 height accuracy estimate available here.
 KV6765
 KV6765.Click photographs - Photos may exist for this station.
 KV6765
 KV6765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6765
 KV6765.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6765
 KV6765.The ellipsoidal height was determined by GPS observations
 KV6765.and is referenced to NAD 83.
 KV6765
 KV6765. The following values were computed from the NAD 83(2011) position.
 KV6765
 KV6765;                    North         East     Units Scale Factor Converg.
 KV6765;SPC NJ       -   139,379.797   186,849.049   MT  0.99991671   +0 16 41.8
 KV6765;SPC NJ       -   457,281.88    613,020.59   sFT  0.99991671   +0 16 41.8
 KV6765;UTM  18      - 4,437,946.455   579,463.518   MT  0.99967773   +0 36 01.0
 KV6765
 KV6765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6765!SPC NJ       -   1.00000502  x   0.99991671  =   0.99992173
 KV6765!UTM  18      -   1.00000502  x   0.99967773  =   0.99968275
 KV6765
 KV6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7946337946(NAD 83)
 KV6765
 KV6765                          SUPERSEDED SURVEY CONTROL
 KV6765
 KV6765  NAD 83(2007)-  40 05 16.98721(N)    074 04 04.38026(W) AD(2002.00) 0
 KV6765  ELLIP H (02/10/07)  -31.972  (m)                       GP(2002.00)    
 KV6765  ELLIP H (10/23/02)  -31.956  (m)                       GP(       ) 4 1
 KV6765  NAD 83(1996)-  40 05 16.98693(N)    074 04 04.37996(W) AD(       ) 1
 KV6765  ELLIP H (05/14/99)  -31.976  (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)  -31.853  (m)                       GP(       ) 3 2
 KV6765
 KV6765.Superseded values are not recommended for survey control.
 KV6765
 KV6765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6765.See file dsdata.pdf to determine how the superseded data were derived.
 KV6765
 KV6765_STAMPING: NJGPS 45
 KV6765_MARK LOGO: USACE
 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       USACE
 KV6765  HISTORY     - 20010417 GOOD             NJGS
 KV6765  HISTORY     - 20201028 MARK NOT FOUND   NJGS
 KV6765
 KV6765                          STATION DESCRIPTION
 KV6765
 KV6765'DESCRIBED BY US ARMY CORPS OF 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.
 KV6765
 KV6765                          STATION RECOVERY (2020)
 KV6765
 KV6765'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (FA)
 KV6765'NOT RECOVERED.  NO SIGN OF ALUMINUM BREAKAWAY MONUMENT.  THE U.S. ARMY
 KV6765'CORPS OF ENGINEERS HAD SET A DISK IN A CONCRETE MONUMENT AT THE SAME
 KV6765'LOCATION, BUT HAS NO DATE OR STAMPING.  THE POINT PLEASANT HOSPITAL
 KV6765'WAS REMOVED AND A CONDOMINIUM COMPLEX WAS BUILT, CALLED WATERS EDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6766 ***********************************************************************
 KV6766  DESIGNATION -  NJGPS 46
 KV6766  PID         -  KV6766
 KV6766  STATE/COUNTY-  NJ/MONMOUTH
 KV6766  COUNTRY     -  US
 KV6766  USGS QUAD   -  POINT PLEASANT (2019)
 KV6766
 KV6766                         *CURRENT SURVEY CONTROL
 KV6766  ______________________________________________________________________
 KV6766* NAD 83(2011) POSITION- 40 06 17.75076(N) 074 03 13.94384(W)   ADJUSTED
 KV6766* NAD 83(2011) ELLIP HT-   -21.375 (meters)        (06/27/12)   ADJUSTED
 KV6766* NAD 83(2011) EPOCH   -  2010.00
 KV6766* NAVD 88 ORTHO HEIGHT -    11.642 (meters)       38.20  (feet) ADJUSTED
 KV6766  ______________________________________________________________________
 KV6766  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 KV6766  NAD 83(2011) X  -  1,342,125.899 (meters)                     COMP
 KV6766  NAD 83(2011) Y  - -4,697,213.833 (meters)                     COMP
 KV6766  NAD 83(2011) Z  -  4,086,890.166 (meters)                     COMP
 KV6766  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 KV6766  DYNAMIC HEIGHT  -         11.637 (meters)       38.18  (feet) COMP
 KV6766  MODELED GRAVITY -    980,157.0   (mgal)                       NAVD 88
 KV6766
 KV6766  VERT ORDER      -  FIRST     CLASS II
 KV6766
 KV6766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6766  Standards:
 KV6766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6766  -------------------------------------------------------------------
 KV6766  NETWORK    0.55   0.86           0.24   0.21   0.44      0.02349254
 KV6766  -------------------------------------------------------------------
 KV6766  Click here for local accuracies and other accuracy information.
 KV6766
 KV6766.The horizontal coordinates were established by GPS observations
 KV6766.and adjusted by the National Geodetic Survey in June 2012.
 KV6766
 KV6766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6766.been affixed to the stable North American tectonic plate. See 
 KV6766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6766
 KV6766.The horizontal coordinates are valid at the epoch date displayed above
 KV6766.which is a decimal equivalence of Year/Month/Day.
 KV6766
 KV6766.The orthometric height was determined by differential leveling and
 KV6766.adjusted by the NATIONAL GEODETIC SURVEY
 KV6766.in March 2001.
 KV6766
 KV6766.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6766.GEOID18 height accuracy estimate available here.
 KV6766
 KV6766.Click photographs - Photos may exist for this station.
 KV6766
 KV6766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6766
 KV6766.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6766
 KV6766.The ellipsoidal height was determined by GPS observations
 KV6766.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV6766
 KV6766;                    North         East     Units Scale Factor Converg.
 KV6766;SPC NJ       -   141,259.687   188,034.366   MT  0.99991780   +0 17 14.6
 KV6766;SPC NJ       -   463,449.49    616,909.42   sFT  0.99991780   +0 17 14.6
 KV6766;UTM  18      - 4,439,832.528   580,637.969   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 40.4
 KV6766:UTM  18      -  NJGPS 47                                 089 48 20.7
 KV6766
 KV6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8063739832(NAD 83)
 KV6766
 KV6766|---------------------------------------------------------------------|
 KV6766| PID    Reference Object                     Distance      Geod. Az  |
 KV6766|                                                           dddmmss.s |
 KV6766| KV6767 NJGPS 47                            APPROX. 1.4 KM 0902455.0 |
 KV6766|---------------------------------------------------------------------|
 KV6766
 KV6766                          SUPERSEDED SURVEY CONTROL
 KV6766
 KV6766  NAD 83(2007)-  40 06 17.75116(N)    074 03 13.94430(W) AD(2002.00) 0
 KV6766  ELLIP H (02/10/07)  -21.366  (m)                       GP(2002.00)    
 KV6766  ELLIP H (10/23/02)  -21.350  (m)                       GP(       ) 4 1
 KV6766  NAD 83(1996)-  40 06 17.75089(N)    074 03 13.94405(W) AD(       ) 1
 KV6766  ELLIP H (05/14/99)  -21.371  (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)  -21.278  (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)  -21.242  (m)                       GP(       ) 3 2
 KV6766  NAVD 88 (05/22/95)   11.7    (m)  GEOID93  model used  GPS OBS        
 KV6766  NAVD 88 (03/31/93)   11.7    (m)  GEOID90  model used  GPS OBS        
 KV6766
 KV6766.Superseded values are not recommended for survey control.
 KV6766
 KV6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6766.See file dsdata.pdf to determine how the superseded data were derived.
 KV6766
 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: USACE
 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       USACE
 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV6767 ***********************************************************************
 KV6767  DESIGNATION -  NJGPS 47
 KV6767  PID         -  KV6767
 KV6767  STATE/COUNTY-  NJ/MONMOUTH
 KV6767  COUNTRY     -  US
 KV6767  USGS QUAD   -  POINT PLEASANT (2019)
 KV6767
 KV6767                         *CURRENT SURVEY CONTROL
 KV6767  ______________________________________________________________________
 KV6767* NAD 83(2011) POSITION- 40 06 17.41657(N) 074 02 14.65533(W)   ADJUSTED
 KV6767* NAD 83(2011) ELLIP HT-   -31.519 (meters)        (06/27/12)   ADJUSTED
 KV6767* NAD 83(2011) EPOCH   -  2010.00
 KV6767* NAVD 88 ORTHO HEIGHT -     1.489 (meters)        4.89  (feet) ADJUSTED
 KV6767  ______________________________________________________________________
 KV6767  GEOID HEIGHT    -        -33.015 (meters)                     GEOID18
 KV6767  NAD 83(2011) X  -  1,343,475.698 (meters)                     COMP
 KV6767  NAD 83(2011) Y  - -4,696,826.784 (meters)                     COMP
 KV6767  NAD 83(2011) Z  -  4,086,875.747 (meters)                     COMP
 KV6767  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 KV6767  DYNAMIC HEIGHT  -          1.489 (meters)        4.89  (feet) COMP
 KV6767  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 KV6767
 KV6767  VERT ORDER      -  FIRST     CLASS II
 KV6767
 KV6767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6767  Standards:
 KV6767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6767  -------------------------------------------------------------------
 KV6767  NETWORK    0.54   0.86           0.24   0.20   0.44     -0.01690808
 KV6767  -------------------------------------------------------------------
 KV6767  Click here for local accuracies and other accuracy information.
 KV6767
 KV6767.The horizontal coordinates were established by GPS observations
 KV6767.and adjusted by the National Geodetic Survey in June 2012.
 KV6767
 KV6767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6767.been affixed to the stable North American tectonic plate. See 
 KV6767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6767
 KV6767.The horizontal coordinates are valid at the epoch date displayed above
 KV6767.which is a decimal equivalence of Year/Month/Day.
 KV6767
 KV6767.The orthometric height was determined by differential leveling and
 KV6767.adjusted by the NATIONAL GEODETIC SURVEY
 KV6767.in September 2015.
 KV6767
 KV6767.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6767.GEOID18 height accuracy estimate available here.
 KV6767
 KV6767.Click photographs - Photos may exist for this station.
 KV6767
 KV6767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6767
 KV6767.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6767
 KV6767.The ellipsoidal height was determined by GPS observations
 KV6767.and is referenced to NAD 83.
 KV6767
 KV6767.The dynamic height is computed by dividing the NAVD 88
 KV6767.geopotential number by the normal gravity value computed on the
 KV6767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6767.degrees latitude (g = 980.6199 gals.).
 KV6767
 KV6767.The modeled gravity was interpolated from observed gravity values.
 KV6767
 KV6767. The following values were computed from the NAD 83(2011) position.
 KV6767
 KV6767;                    North         East     Units Scale Factor Converg.
 KV6767;SPC NJ       -   141,256.554   189,438.486   MT  0.99991914   +0 17 52.8
 KV6767;SPC NJ       -   463,439.21    621,516.10   sFT  0.99991914   +0 17 52.8
 KV6767;UTM  18      - 4,439,837.288   582,041.752   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 40.4
 KV6767:UTM  18      -  NJGPS 46                                 269 48 20.7
 KV6767
 KV6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8204139837(NAD 83)
 KV6767
 KV6767|---------------------------------------------------------------------|
 KV6767| PID    Reference Object                     Distance      Geod. Az  |
 KV6767|                                                           dddmmss.s |
 KV6767| KV6766 NJGPS 46                            APPROX. 1.4 KM 2702533.2 |
 KV6767|---------------------------------------------------------------------|
 KV6767
 KV6767                          SUPERSEDED SURVEY CONTROL
 KV6767
 KV6767  NAD 83(2007)-  40 06 17.41698(N)    074 02 14.65579(W) AD(2002.00) 0
 KV6767  ELLIP H (02/10/07)  -31.511  (m)                       GP(2002.00)    
 KV6767  ELLIP H (10/23/02)  -31.495  (m)                       GP(       ) 4 1
 KV6767  NAD 83(1996)-  40 06 17.41672(N)    074 02 14.65555(W) AD(       ) 1
 KV6767  ELLIP H (05/14/99)  -31.516  (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)  -31.420  (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)  -31.386  (m)                       GP(       ) 3 2
 KV6767  NAVD 88 (05/22/95)    1.5    (m)  GEOID93  model used  GPS OBS        
 KV6767  NAVD 88 (03/31/93)    1.5    (m)  GEOID90  model used  GPS OBS        
 KV6767
 KV6767.Superseded values are not recommended for survey control.
 KV6767
 KV6767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6767.See file dsdata.pdf to determine how the superseded data were derived.
 KV6767
 KV6767_MARKER: DD = SURVEY DISK
 KV6767_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6767_SP_SET: SIDEWALK
 KV6767_STAMPING: NJGPS 47
 KV6767_MARK LOGO: USACE
 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 - April 21, 2017
 KV6767
 KV6767  HISTORY     - Date     Condition        Report By
 KV6767  HISTORY     - 1990     MONUMENTED       USACE
 KV6767  HISTORY     - 19940628 GOOD             NJGS
 KV6767  HISTORY     - 20041011 POOR             ECOAST
 KV6767  HISTORY     - 20130829 GOOD             NJGS
 KV6767  HISTORY     - 20170421 GOOD             BOSWEL
 KV6767
 KV6767                          STATION DESCRIPTION
 KV6767
 KV6767'DESCRIBED BY US ARMY CORPS OF 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
 KV6767
 KV6767                          STATION RECOVERY (2013)
 KV6767
 KV6767'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (FAC)
 KV6767'RECOVERED IN GOOD CONDITION.
 KV6767'
 KV6767'NOTE-ADD-THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF ASBURY
 KV6767'PARK, 2.2 MI (3.5 KM) NORTHEAST OF POINT PLEASANT AND 1.1 MI (1.8 KM)
 KV6767'NORTH-NORTHEAST OF POINT PLEASANT BEACH.
 KV6767'
 KV6767'THE STATION SETTING IS SOLID.
 KV6767
 KV6767                          STATION RECOVERY (2017)
 KV6767
 KV6767'RECOVERY NOTE BY BOSWELL ENGINEERING 2017 (AB)
 KV6767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 HU2837 ***********************************************************************
 HU2837  DESIGNATION -  NJGPS 5
 HU2837  PID         -  HU2837
 HU2837  STATE/COUNTY-  NJ/CAPE MAY
 HU2837  COUNTRY     -  US
 HU2837  USGS QUAD   -  WILDWOOD (2019)
 HU2837
 HU2837                         *CURRENT SURVEY CONTROL
 HU2837  ______________________________________________________________________
 HU2837* NAD 83(2011) POSITION- 38 58 22.11101(N) 074 50 55.07241(W)   ADJUSTED
 HU2837* NAD 83(2011) ELLIP HT-   -34.847 (meters)        (06/27/12)   ADJUSTED
 HU2837* NAD 83(2011) EPOCH   -  2010.00
 HU2837* NAVD 88 ORTHO HEIGHT -     0.6   (meters)        2.    (feet) GPS OBS
 HU2837  ______________________________________________________________________
 HU2837  NAVD 88 orthometric height was determined with geoid model    GEOID90
 HU2837  GEOID HEIGHT    -        -35.400 (meters)                     GEOID90
 HU2837  GEOID HEIGHT    -        -35.499 (meters)                     GEOID18
 HU2837  NAD 83(2011) X  -  1,297,754.177 (meters)                     COMP
 HU2837  NAD 83(2011) Y  - -4,792,602.540 (meters)                     COMP
 HU2837  NAD 83(2011) Z  -  3,989,948.717 (meters)                     COMP
 HU2837  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 HU2837
 HU2837  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2837  Standards:
 HU2837         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2837            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2837  -------------------------------------------------------------------
 HU2837  NETWORK    0.64   0.94           0.24   0.28   0.48     -0.10603071
 HU2837  -------------------------------------------------------------------
 HU2837  Click here for local accuracies and other accuracy information.
 HU2837
 HU2837.The horizontal coordinates were established by GPS observations
 HU2837.and adjusted by the National Geodetic Survey in June 2012.
 HU2837
 HU2837.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2837.been affixed to the stable North American tectonic plate. See 
 HU2837.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2837
 HU2837.The horizontal coordinates are valid at the epoch date displayed above
 HU2837.which is a decimal equivalence of Year/Month/Day.
 HU2837
 HU2837.The orthometric height was determined by GPS observations and a
 HU2837.high-resolution geoid model.
 HU2837
 HU2837.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2837.GEOID18 height accuracy estimate available here.
 HU2837
 HU2837.Click photographs - Photos may exist for this station.
 HU2837
 HU2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2837
 HU2837.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2837
 HU2837.The ellipsoidal height was determined by GPS observations
 HU2837.and is referenced to NAD 83.
 HU2837
 HU2837. The following values were computed from the NAD 83(2011) position.
 HU2837
 HU2837;                    North         East     Units Scale Factor Converg.
 HU2837;SPC NJ       -    15,539.915   119,790.757   MT  0.99991123   -0 13 09.4
 HU2837;SPC NJ       -    50,983.87    393,013.51   sFT  0.99991123   -0 13 09.4
 HU2837;UTM  18      - 4,313,770.027   513,112.306   MT  0.99960212   +0 05 42.7
 HU2837
 HU2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2837!SPC NJ       -   1.00000547  x   0.99991123  =   0.99991670
 HU2837!UTM  18      -   1.00000547  x   0.99960212  =   0.99960759
 HU2837
 HU2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1311213770(NAD 83)
 HU2837
 HU2837                          SUPERSEDED SURVEY CONTROL
 HU2837
 HU2837  NAD 83(2007)-  38 58 22.11130(N)    074 50 55.07316(W) AD(2002.00) 0
 HU2837  ELLIP H (02/10/07)  -34.832  (m)                       GP(2002.00)    
 HU2837  ELLIP H (10/23/02)  -34.813  (m)                       GP(       ) 4 1
 HU2837  NAD 83(1996)-  38 58 22.11130(N)    074 50 55.07289(W) AD(       ) 1
 HU2837  ELLIP H (05/14/99)  -34.823  (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)  -34.899  (m)                       GP(       ) 3 2
 HU2837
 HU2837.Superseded values are not recommended for survey control.
 HU2837
 HU2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2837.See file dsdata.pdf to determine how the superseded data were derived.
 HU2837
 HU2837_MARKER: DD = SURVEY DISK
 HU2837_SETTING: 0 = UNSPECIFIED SETTING
 HU2837_MARK LOGO: USACE
 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       USACE
 HU2837
 HU2837                          STATION DESCRIPTION
 HU2837
 HU2837'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 HU2838 ***********************************************************************
 HU2838  DESIGNATION -  NJGPS 6
 HU2838  PID         -  HU2838
 HU2838  STATE/COUNTY-  NJ/CAPE MAY
 HU2838  COUNTRY     -  US
 HU2838  USGS QUAD   -  WILDWOOD (2019)
 HU2838
 HU2838                         *CURRENT SURVEY CONTROL
 HU2838  ______________________________________________________________________
 HU2838* NAD 83(2011) POSITION- 38 59 27.11136(N) 074 49 58.32210(W)   ADJUSTED
 HU2838* NAD 83(2011) ELLIP HT-   -25.158 (meters)        (06/27/12)   ADJUSTED
 HU2838* NAD 83(2011) EPOCH   -  2010.00
 HU2838* NAVD 88 ORTHO HEIGHT -    10.3   (meters)       34.    (feet) GPS OBS
 HU2838  ______________________________________________________________________
 HU2838  NAVD 88 orthometric height was determined with geoid model    GEOID90
 HU2838  GEOID HEIGHT    -        -35.370 (meters)                     GEOID90
 HU2838  GEOID HEIGHT    -        -35.462 (meters)                     GEOID18
 HU2838  NAD 83(2011) X  -  1,298,744.796 (meters)                     COMP
 HU2838  NAD 83(2011) Y  - -4,791,035.554 (meters)                     COMP
 HU2838  NAD 83(2011) Z  -  3,991,512.956 (meters)                     COMP
 HU2838  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 HU2838
 HU2838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2838  Standards:
 HU2838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2838  -------------------------------------------------------------------
 HU2838  NETWORK    0.66   1.02           0.27   0.27   0.52     -0.03177557
 HU2838  -------------------------------------------------------------------
 HU2838  Click here for local accuracies and other accuracy information.
 HU2838
 HU2838.The horizontal coordinates were established by GPS observations
 HU2838.and adjusted by the National Geodetic Survey in June 2012.
 HU2838
 HU2838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2838.been affixed to the stable North American tectonic plate. See 
 HU2838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2838
 HU2838.The horizontal coordinates are valid at the epoch date displayed above
 HU2838.which is a decimal equivalence of Year/Month/Day.
 HU2838
 HU2838.The orthometric height was determined by GPS observations and a
 HU2838.high-resolution geoid model.
 HU2838
 HU2838.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2838.GEOID18 height accuracy estimate available here.
 HU2838
 HU2838.Click photographs - Photos may exist for this station.
 HU2838
 HU2838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2838
 HU2838.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2838
 HU2838.The ellipsoidal height was determined by GPS observations
 HU2838.and is referenced to NAD 83.
 HU2838
 HU2838. The following values were computed from the NAD 83(2011) position.
 HU2838
 HU2838;                    North         East     Units Scale Factor Converg.
 HU2838;SPC NJ       -    17,539.063   121,164.049   MT  0.99991024   -0 12 34.0
 HU2838;SPC NJ       -    57,542.74    397,519.05   sFT  0.99991024   -0 12 34.0
 HU2838;UTM  18      - 4,315,776.065   514,474.183   MT  0.99960258   +0 06 18.6
 HU2838
 HU2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2838!SPC NJ       -   1.00000395  x   0.99991024  =   0.99991419
 HU2838!UTM  18      -   1.00000395  x   0.99960258  =   0.99960653
 HU2838
 HU2838:                Primary Azimuth Mark                     Grid Az
 HU2838:SPC NJ       -  NJGPS 7                                  010 21 50.0
 HU2838:UTM  18      -  NJGPS 7                                  010 02 57.4
 HU2838
 HU2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1447415776(NAD 83)
 HU2838
 HU2838|---------------------------------------------------------------------|
 HU2838| PID    Reference Object                     Distance      Geod. Az  |
 HU2838|                                                           dddmmss.s |
 HU2838| JU4330 NJGPS 7                             APPROX. 1.8 KM 0100916.0 |
 HU2838|---------------------------------------------------------------------|
 HU2838
 HU2838                          SUPERSEDED SURVEY CONTROL
 HU2838
 HU2838  NAD 83(2007)-  38 59 27.11166(N)    074 49 58.32285(W) AD(2002.00) 0
 HU2838  ELLIP H (02/10/07)  -25.144  (m)                       GP(2002.00)    
 HU2838  ELLIP H (10/23/02)  -25.125  (m)                       GP(       ) 4 1
 HU2838  NAD 83(1996)-  38 59 27.11161(N)    074 49 58.32266(W) AD(       ) 1
 HU2838  ELLIP H (05/14/99)  -25.139  (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)  -25.227  (m)                       GP(       ) 3 2
 HU2838
 HU2838.Superseded values are not recommended for survey control.
 HU2838
 HU2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2838.See file dsdata.pdf to determine how the superseded data were derived.
 HU2838
 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: USACE
 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       USACE
 HU2838
 HU2838                          STATION DESCRIPTION
 HU2838
 HU2838'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4330 ***********************************************************************
 JU4330  DESIGNATION -  NJGPS 7
 JU4330  PID         -  JU4330
 JU4330  STATE/COUNTY-  NJ/CAPE MAY
 JU4330  COUNTRY     -  US
 JU4330  USGS QUAD   -  STONE HARBOR (2019)
 JU4330
 JU4330                         *CURRENT SURVEY CONTROL
 JU4330  ______________________________________________________________________
 JU4330* NAD 83(2011) POSITION- 39 00 23.09292(N) 074 49 45.47120(W)   ADJUSTED
 JU4330* NAD 83(2011) ELLIP HT-   -33.399 (meters)        (06/27/12)   ADJUSTED
 JU4330* NAD 83(2011) EPOCH   -  2010.00
 JU4330* NAVD 88 ORTHO HEIGHT -     2.0   (meters)        7.    (feet) GPS OBS
 JU4330  ______________________________________________________________________
 JU4330  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4330  GEOID HEIGHT    -        -35.330 (meters)                     GEOID90
 JU4330  GEOID HEIGHT    -        -35.418 (meters)                     GEOID18
 JU4330  NAD 83(2011) X  -  1,298,757.311 (meters)                     COMP
 JU4330  NAD 83(2011) Y  - -4,789,899.924 (meters)                     COMP
 JU4330  NAD 83(2011) Z  -  3,992,849.406 (meters)                     COMP
 JU4330  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 JU4330
 JU4330  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4330  Standards:
 JU4330         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4330            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4330  -------------------------------------------------------------------
 JU4330  NETWORK    0.80   1.22           0.32   0.33   0.62     -0.05545727
 JU4330  -------------------------------------------------------------------
 JU4330  Click here for local accuracies and other accuracy information.
 JU4330
 JU4330.The horizontal coordinates were established by GPS observations
 JU4330.and adjusted by the National Geodetic Survey in June 2012.
 JU4330
 JU4330.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4330.been affixed to the stable North American tectonic plate. See 
 JU4330.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4330
 JU4330.The horizontal coordinates are valid at the epoch date displayed above
 JU4330.which is a decimal equivalence of Year/Month/Day.
 JU4330
 JU4330.The orthometric height was determined by GPS observations and a
 JU4330.high-resolution geoid model.
 JU4330
 JU4330.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4330.GEOID18 height accuracy estimate available here.
 JU4330
 JU4330.Click photographs - Photos may exist for this station.
 JU4330
 JU4330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4330
 JU4330.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4330
 JU4330.The ellipsoidal height was determined by GPS observations
 JU4330.and is referenced to NAD 83.
 JU4330
 JU4330. The following values were computed from the NAD 83(2011) position.
 JU4330
 JU4330;                    North         East     Units Scale Factor Converg.
 JU4330;SPC NJ       -    19,264.111   121,479.532   MT  0.99991001   -0 12 26.1
 JU4330;SPC NJ       -    63,202.34    398,554.10   sFT  0.99991001   -0 12 26.1
 JU4330;UTM  18      - 4,317,502.288   514,780.094   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  =   0.99960793
 JU4330
 JU4330:                Primary Azimuth Mark                     Grid Az
 JU4330:SPC NJ       -  NJGPS 6                                  190 21 50.2
 JU4330:UTM  18      -  NJGPS 6                                  190 02 57.3
 JU4330
 JU4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1478017502(NAD 83)
 JU4330
 JU4330|---------------------------------------------------------------------|
 JU4330| PID    Reference Object                     Distance      Geod. Az  |
 JU4330|                                                           dddmmss.s |
 JU4330| HU2838 NJGPS 6                             APPROX. 1.8 KM 1900924.1 |
 JU4330|---------------------------------------------------------------------|
 JU4330
 JU4330                          SUPERSEDED SURVEY CONTROL
 JU4330
 JU4330  NAD 83(2007)-  39 00 23.09324(N)    074 49 45.47196(W) AD(2002.00) 0
 JU4330  ELLIP H (02/10/07)  -33.386  (m)                       GP(2002.00)    
 JU4330  ELLIP H (10/23/02)  -33.367  (m)                       GP(       ) 4 1
 JU4330  NAD 83(1996)-  39 00 23.09317(N)    074 49 45.47179(W) AD(       ) 1
 JU4330  ELLIP H (05/14/99)  -33.382  (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)  -33.477  (m)                       GP(       ) 3 2
 JU4330
 JU4330.Superseded values are not recommended for survey control.
 JU4330
 JU4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4330.See file dsdata.pdf to determine how the superseded data were derived.
 JU4330
 JU4330_MARKER: DD = SURVEY DISK
 JU4330_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4330_STAMPING: NJGPS 7
 JU4330_MARK LOGO: USACE
 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       USACE
 JU4330
 JU4330                          STATION DESCRIPTION
 JU4330
 JU4330'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4331 ***********************************************************************
 JU4331  DESIGNATION -  NJGPS 8
 JU4331  PID         -  JU4331
 JU4331  STATE/COUNTY-  NJ/CAPE MAY
 JU4331  COUNTRY     -  US
 JU4331  USGS QUAD   -  STONE HARBOR (2019)
 JU4331
 JU4331                         *CURRENT SURVEY CONTROL
 JU4331  ______________________________________________________________________
 JU4331* NAD 83(2011) POSITION- 39 02 22.17504(N) 074 46 45.83343(W)   ADJUSTED
 JU4331* NAD 83(2011) ELLIP HT-   -27.484 (meters)        (06/27/12)   ADJUSTED
 JU4331* NAD 83(2011) EPOCH   -  2010.00
 JU4331* NAVD 88 ORTHO HEIGHT -     7.877 (meters)       25.84  (feet) ADJUSTED
 JU4331  ______________________________________________________________________
 JU4331  GEOID HEIGHT    -        -35.364 (meters)                     GEOID18
 JU4331  NAD 83(2011) X  -  1,302,322.569 (meters)                     COMP
 JU4331  NAD 83(2011) Y  - -4,786,540.410 (meters)                     COMP
 JU4331  NAD 83(2011) Z  -  3,995,706.046 (meters)                     COMP
 JU4331  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 JU4331  DYNAMIC HEIGHT  -          7.872 (meters)       25.83  (feet) COMP
 JU4331  MODELED GRAVITY -    980,058.1   (mgal)                       NAVD 88
 JU4331
 JU4331  VERT ORDER      -  FIRST     CLASS II
 JU4331
 JU4331  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4331  Standards:
 JU4331         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4331            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4331  -------------------------------------------------------------------
 JU4331  NETWORK    0.72   1.06           0.30   0.29   0.54     -0.04692507
 JU4331  -------------------------------------------------------------------
 JU4331  Click here for local accuracies and other accuracy information.
 JU4331
 JU4331.The horizontal coordinates were established by GPS observations
 JU4331.and adjusted by the National Geodetic Survey in June 2012.
 JU4331
 JU4331.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4331.been affixed to the stable North American tectonic plate. See 
 JU4331.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4331
 JU4331.The horizontal coordinates are valid at the epoch date displayed above
 JU4331.which is a decimal equivalence of Year/Month/Day.
 JU4331
 JU4331.The orthometric height was determined by differential leveling and
 JU4331.adjusted by the NATIONAL GEODETIC SURVEY
 JU4331.in August 2014.
 JU4331
 JU4331.No vertical observational check was made to the station.
 JU4331
 JU4331.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4331.GEOID18 height accuracy estimate available here.
 JU4331
 JU4331.Click photographs - Photos may exist for this station.
 JU4331
 JU4331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4331
 JU4331.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4331
 JU4331.The ellipsoidal height was determined by GPS observations
 JU4331.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4331
 JU4331;                    North         East     Units Scale Factor Converg.
 JU4331;SPC NJ       -    22,921.529   125,812.600   MT  0.99990720   -0 10 33.5
 JU4331;SPC NJ       -    75,201.72    412,770.17   sFT  0.99990720   -0 10 33.5
 JU4331;UTM  18      - 4,321,182.336   519,091.685   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1909121182(NAD 83)
 JU4331
 JU4331                          SUPERSEDED SURVEY CONTROL
 JU4331
 JU4331  NAD 83(2007)-  39 02 22.17536(N)    074 46 45.83418(W) AD(2002.00) 0
 JU4331  ELLIP H (02/10/07)  -27.471  (m)                       GP(2002.00)    
 JU4331  ELLIP H (10/23/02)  -27.452  (m)                       GP(       ) 4 1
 JU4331  NAD 83(1996)-  39 02 22.17525(N)    074 46 45.83399(W) AD(       ) 1
 JU4331  ELLIP H (05/14/99)  -27.469  (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)  -27.567  (m)                       GP(       ) 3 2
 JU4331  NAVD 88 (03/01/01)    7.870  (m)           25.82   (f) SUPERSEDED  1 2
 JU4331  NAVD 88 (03/31/93)    7.9    (m)  GEOID90  model used  GPS OBS        
 JU4331
 JU4331.Superseded values are not recommended for survey control.
 JU4331
 JU4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4331.See file dsdata.pdf to determine how the superseded data were derived.
 JU4331
 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: USACE
 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 - June 17, 2013
 JU4331
 JU4331  HISTORY     - Date     Condition        Report By
 JU4331  HISTORY     - 1990     MONUMENTED       USACE
 JU4331  HISTORY     - 19970806 GOOD             NJGS
 JU4331  HISTORY     - 20060916 GOOD             GEOCAC
 JU4331  HISTORY     - 20130617 GOOD             NJGS
 JU4331
 JU4331                          STATION DESCRIPTION
 JU4331
 JU4331'DESCRIBED BY US ARMY CORPS OF 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.
 JU4331
 JU4331                          STATION RECOVERY (2013)
 JU4331
 JU4331'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2013 (RJK)
 JU4331'RECOVERED IN GOOD CONDITION.
 JU4331'
 JU4331'NOTE-THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHWEST OF AVALON,
 JU4331'3.8 MI (6.1 KM) NORTH-NORTHEAST OF WILDWOOD AND 1.4 MI (2.3 KM)
 JU4331'SOUTHWEST OF STONE HARBOR.
 JU4331'
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4332 ***********************************************************************
 JU4332  DESIGNATION -  NJGPS 9
 JU4332  PID         -  JU4332
 JU4332  STATE/COUNTY-  NJ/CAPE MAY
 JU4332  COUNTRY     -  US
 JU4332  USGS QUAD   -  STONE HARBOR (2019)
 JU4332
 JU4332                         *CURRENT SURVEY CONTROL
 JU4332  ______________________________________________________________________
 JU4332* NAD 83(2011) POSITION- 39 03 26.39428(N) 074 45 57.98952(W)   ADJUSTED
 JU4332* NAD 83(2011) ELLIP HT-   -30.990 (meters)        (06/27/12)   ADJUSTED
 JU4332* NAD 83(2011) EPOCH   -  2010.00
 JU4332* NAVD 88 ORTHO HEIGHT -     4.333 (meters)       14.22  (feet) ADJUSTED
 JU4332  ______________________________________________________________________
 JU4332  GEOID HEIGHT    -        -35.318 (meters)                     GEOID18
 JU4332  NAD 83(2011) X  -  1,303,104.258 (meters)                     COMP
 JU4332  NAD 83(2011) Y  - -4,785,031.823 (meters)                     COMP
 JU4332  NAD 83(2011) Z  -  3,997,241.825 (meters)                     COMP
 JU4332  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 JU4332  DYNAMIC HEIGHT  -          4.330 (meters)       14.21  (feet) COMP
 JU4332  MODELED GRAVITY -    980,060.4   (mgal)                       NAVD 88
 JU4332
 JU4332  VERT ORDER      -  FIRST     CLASS II
 JU4332
 JU4332  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4332  Standards:
 JU4332         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4332            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4332  -------------------------------------------------------------------
 JU4332  NETWORK    0.75   1.16           0.32   0.29   0.59     -0.00570511
 JU4332  -------------------------------------------------------------------
 JU4332  Click here for local accuracies and other accuracy information.
 JU4332
 JU4332.The horizontal coordinates were established by GPS observations
 JU4332.and adjusted by the National Geodetic Survey in June 2012.
 JU4332
 JU4332.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4332.been affixed to the stable North American tectonic plate. See 
 JU4332.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4332
 JU4332.The horizontal coordinates are valid at the epoch date displayed above
 JU4332.which is a decimal equivalence of Year/Month/Day.
 JU4332
 JU4332.The orthometric height was determined by differential leveling and
 JU4332.adjusted by the NATIONAL GEODETIC SURVEY
 JU4332.in March 2001.
 JU4332
 JU4332.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4332.GEOID18 height accuracy estimate available here.
 JU4332
 JU4332.Click photographs - Photos may exist for this station.
 JU4332
 JU4332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4332
 JU4332.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4332
 JU4332.The ellipsoidal height was determined by GPS observations
 JU4332.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU4332
 JU4332;                    North         East     Units Scale Factor Converg.
 JU4332;SPC NJ       -    24,898.271   126,968.904   MT  0.99990653   -0 10 03.6
 JU4332;SPC NJ       -    81,687.08    416,563.81   sFT  0.99990653   -0 10 03.6
 JU4332;UTM  18      - 4,323,164.806   520,236.758   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2023623164(NAD 83)
 JU4332
 JU4332                          SUPERSEDED SURVEY CONTROL
 JU4332
 JU4332  NAD 83(2007)-  39 03 26.39460(N)    074 45 57.99026(W) AD(2002.00) 0
 JU4332  ELLIP H (02/10/07)  -30.978  (m)                       GP(2002.00)    
 JU4332  ELLIP H (10/23/02)  -30.959  (m)                       GP(       ) 4 1
 JU4332  NAD 83(1996)-  39 03 26.39450(N)    074 45 57.99008(W) AD(       ) 1
 JU4332  ELLIP H (05/14/99)  -30.977  (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)  -31.079  (m)                       GP(       ) 3 2
 JU4332  NAVD 88 (03/31/93)    4.3    (m)  GEOID90  model used  GPS OBS        
 JU4332
 JU4332.Superseded values are not recommended for survey control.
 JU4332
 JU4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4332.See file dsdata.pdf to determine how the superseded data were derived.
 JU4332
 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: NJ GPS 9 90
 JU4332_MARK LOGO: USACE
 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       USACE
 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4333 ***********************************************************************
 JU4333  DESIGNATION -  NJGPS AC
 JU4333  PID         -  JU4333
 JU4333  STATE/COUNTY-  NJ/ATLANTIC
 JU4333  COUNTRY     -  US
 JU4333  USGS QUAD   -  ATLANTIC CITY (2019)
 JU4333
 JU4333                         *CURRENT SURVEY CONTROL
 JU4333  ______________________________________________________________________
 JU4333* NAD 83(2011) POSITION- 39 22 19.34644(N) 074 25 35.80054(W)   ADJUSTED
 JU4333* NAD 83(2011) ELLIP HT-   -32.716 (meters)        (06/27/12)   ADJUSTED
 JU4333* NAD 83(2011) EPOCH   -  2010.00
 JU4333* NAVD 88 ORTHO HEIGHT -     1.630 (meters)        5.35  (feet) ADJUSTED
 JU4333  ______________________________________________________________________
 JU4333  GEOID HEIGHT    -        -34.382 (meters)                     GEOID18
 JU4333  NAD 83(2011) X  -  1,325,503.458 (meters)                     COMP
 JU4333  NAD 83(2011) Y  - -4,755,947.015 (meters)                     COMP
 JU4333  NAD 83(2011) Z  -  4,024,310.575 (meters)                     COMP
 JU4333  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 JU4333  DYNAMIC HEIGHT  -          1.629 (meters)        5.34  (feet) COMP
 JU4333  MODELED GRAVITY -    980,108.2   (mgal)                       NAVD 88
 JU4333
 JU4333  VERT ORDER      -  FIRST     CLASS II
 JU4333
 JU4333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4333  Standards:
 JU4333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4333  -------------------------------------------------------------------
 JU4333  NETWORK    0.80   1.41           0.35   0.29   0.72      0.22862593
 JU4333  -------------------------------------------------------------------
 JU4333  Click here for local accuracies and other accuracy information.
 JU4333
 JU4333.The horizontal coordinates were established by GPS observations
 JU4333.and adjusted by the National Geodetic Survey in June 2012.
 JU4333
 JU4333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4333.been affixed to the stable North American tectonic plate. See 
 JU4333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4333
 JU4333.The horizontal coordinates are valid at the epoch date displayed above
 JU4333.which is a decimal equivalence of Year/Month/Day.
 JU4333
 JU4333.The orthometric height was determined by differential leveling and
 JU4333.adjusted by the NATIONAL GEODETIC SURVEY
 JU4333.in August 2018.
 JU4333
 JU4333.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4333.GEOID18 height accuracy estimate available here.
 JU4333
 JU4333.Click photographs - Photos may exist for this station.
 JU4333
 JU4333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4333
 JU4333.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4333
 JU4333.The ellipsoidal height was determined by GPS observations
 JU4333.and is referenced to NAD 83.
 JU4333
 JU4333.The dynamic height is computed by dividing the NAVD 88
 JU4333.geopotential number by the normal gravity value computed on the
 JU4333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4333.degrees latitude (g = 980.6199 gals.).
 JU4333
 JU4333.The modeled gravity was interpolated from observed gravity values.
 JU4333
 JU4333. The following values were computed from the NAD 83(2011) position.
 JU4333
 JU4333;                    North         East     Units Scale Factor Converg.
 JU4333;SPC NJ       -    59,802.500   156,323.343   MT  0.99990049   +0 02 47.6
 JU4333;SPC NJ       -   196,202.04    512,870.83   sFT  0.99990049   +0 02 47.6
 JU4333;UTM  18      - 4,358,220.432   549,389.835   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4938958220(NAD 83)
 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  NAD 83(2007)-  39 22 19.34684(N)    074 25 35.80129(W) AD(2002.00) 0
 JU4333  ELLIP H (02/10/07)  -32.706  (m)                       GP(2002.00)    
 JU4333  ELLIP H (10/23/02)  -32.676  (m)                       GP(       ) 4 1
 JU4333  NAD 83(1996)-  39 22 19.34656(N)    074 25 35.80123(W) AD(       ) 1
 JU4333  ELLIP H (05/14/99)  -32.697  (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)  -32.750  (m)                       GP(       ) 3 2
 JU4333  NAVD 88 (03/31/93)    1.7    (m)  GEOID90  model used  GPS OBS        
 JU4333
 JU4333.Superseded values are not recommended for survey control.
 JU4333
 JU4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4333.See file dsdata.pdf to determine how the superseded data were derived.
 JU4333
 JU4333_MARKER: DD = SURVEY DISK
 JU4333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4333_STAMPING: NJGPS AC
 JU4333_MARK LOGO: USACE
 JU4333_PROJECTION: FLUSH
 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 - May 25, 2017
 JU4333
 JU4333  HISTORY     - Date     Condition        Report By
 JU4333  HISTORY     - 1990     MONUMENTED       USACE
 JU4333  HISTORY     - 20170525 GOOD             NJGS
 JU4333
 JU4333                          STATION DESCRIPTION
 JU4333
 JU4333'DESCRIBED BY US ARMY CORPS OF 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.
 JU4333
 JU4333                          STATION RECOVERY (2017)
 JU4333
 JU4333'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU4333'RECOVERED IN GOOD CONDITION.
 JU4333'
 JU4333'NOTE-ADD-THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-SOUTHEAST
 JU4333'OF PLEASANTVILLE, 4.2 MI (6.8 KM) SOUTHWEST OF BRIGANTINE AND IN THE
 JU4333'TOWN OF ATLANTIC CITY, NJ.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4334 ***********************************************************************
 JU4334  DESIGNATION -  NJGPS HIGHBAR
 JU4334  PID         -  JU4334
 JU4334  STATE/COUNTY-  NJ/OCEAN
 JU4334  COUNTRY     -  US
 JU4334  USGS QUAD   -  BARNEGAT LIGHT (2019)
 JU4334
 JU4334                         *CURRENT SURVEY CONTROL
 JU4334  ______________________________________________________________________
 JU4334* NAD 83(2011) POSITION- 39 45 30.79728(N) 074 07 09.92494(W)   ADJUSTED
 JU4334* NAD 83(2011) ELLIP HT-   -29.380 (meters)        (06/27/12)   ADJUSTED
 JU4334* NAD 83(2011) EPOCH   -  2010.00
 JU4334* NAVD 88 ORTHO HEIGHT -     4.0   (meters)       13.    (feet) GPS OBS
 JU4334  ______________________________________________________________________
 JU4334  NAVD 88 orthometric height was determined with geoid model    GEOID90
 JU4334  GEOID HEIGHT    -        -33.210 (meters)                     GEOID90
 JU4334  GEOID HEIGHT    -        -33.314 (meters)                     GEOID18
 JU4334  NAD 83(2011) X  -  1,343,504.287 (meters)                     COMP
 JU4334  NAD 83(2011) Y  - -4,722,484.074 (meters)                     COMP
 JU4334  NAD 83(2011) Z  -  4,057,394.248 (meters)                     COMP
 JU4334  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 JU4334
 JU4334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4334  Standards:
 JU4334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4334  -------------------------------------------------------------------
 JU4334  NETWORK    1.21   2.27           0.55   0.39   1.16      0.41190872
 JU4334  -------------------------------------------------------------------
 JU4334  Click here for local accuracies and other accuracy information.
 JU4334
 JU4334.The horizontal coordinates were established by GPS observations
 JU4334.and adjusted by the National Geodetic Survey in June 2012.
 JU4334
 JU4334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4334.been affixed to the stable North American tectonic plate. See 
 JU4334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4334
 JU4334.The horizontal coordinates are valid at the epoch date displayed above
 JU4334.which is a decimal equivalence of Year/Month/Day.
 JU4334
 JU4334.The orthometric height was determined by GPS observations and a
 JU4334.high-resolution geoid model.
 JU4334
 JU4334.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4334.GEOID18 height accuracy estimate available here.
 JU4334
 JU4334.Click photographs - Photos may exist for this station.
 JU4334
 JU4334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4334
 JU4334.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4334
 JU4334.The ellipsoidal height was determined by GPS observations
 JU4334.and is referenced to NAD 83.
 JU4334
 JU4334. The following values were computed from the NAD 83(2011) position.
 JU4334
 JU4334;                    North         East     Units Scale Factor Converg.
 JU4334;SPC NJ       -   102,778.135   182,609.843   MT  0.99991309   +0 14 36.2
 JU4334;SPC NJ       -   337,197.93    599,112.46   sFT  0.99991309   +0 14 36.2
 JU4334;UTM  18      - 4,401,330.452   575,430.351   MT  0.99967005   +0 33 47.5
 JU4334
 JU4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4334!SPC NJ       -   1.00000461  x   0.99991309  =   0.99991770
 JU4334!UTM  18      -   1.00000461  x   0.99967005  =   0.99967466
 JU4334
 JU4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7543001330(NAD 83)
 JU4334
 JU4334                          SUPERSEDED SURVEY CONTROL
 JU4334
 JU4334  NAD 83(2007)-  39 45 30.79783(N)    074 07 09.92563(W) AD(2002.00) 0
 JU4334  ELLIP H (02/10/07)  -29.373  (m)                       GP(2002.00)    
 JU4334  ELLIP H (10/23/02)  -29.347  (m)                       GP(       ) 4 1
 JU4334  NAD 83(1996)-  39 45 30.79740(N)    074 07 09.92534(W) AD(       ) 1
 JU4334  ELLIP H (05/14/99)  -29.363  (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)  -29.349  (m)                       GP(       ) 3 2
 JU4334
 JU4334.Superseded values are not recommended for survey control.
 JU4334
 JU4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4334.See file dsdata.pdf to determine how the superseded data were derived.
 JU4334
 JU4334_MARKER: DD = SURVEY DISK
 JU4334_SETTING: 0 = UNSPECIFIED SETTING
 JU4334_STAMPING: HIGHBAR
 JU4334_MARK LOGO: USACE
 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       USACE
 JU4334  HISTORY     - 20080520 MARK NOT FOUND   NJDEP
 JU4334
 JU4334                          STATION DESCRIPTION
 JU4334
 JU4334'DESCRIBED BY US ARMY CORPS OF 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.
 JU4334
 JU4334                          STATION RECOVERY (2008)
 JU4334
 JU4334'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2008 (JPO)
 JU4334'STATION IS AT N END OF SUNSET BLVD.  HOUSE NUMBERS 38 AND 215 ARE
 JU4334'IRRELEVANT.  PILINGS REFERRED TO ARE AT END OF ROAD NEXT TO GATE
 JU4334'ENTERING A NATURAL AREA.  DID NOT SEARCH FOR STATION BECAUSE IT IS IN
 JU4334'AN AREA OF DENSE POISON IVY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DN8264 ***********************************************************************
 DN8264  DESIGNATION -  NJGT RM 1
 DN8264  PID         -  DN8264
 DN8264  STATE/COUNTY-  NJ/ATLANTIC
 DN8264  COUNTRY     -  US
 DN8264  USGS QUAD   -  PLEASANTVILLE (2019)
 DN8264
 DN8264                         *CURRENT SURVEY CONTROL
 DN8264  ______________________________________________________________________
 DN8264* NAD 83(1986) POSITION- 39 28 28.     (N) 074 31 51.     (W)   SCALED
 DN8264* NAVD 88 ORTHO HEIGHT -    17.759 (meters)       58.26  (feet) ADJUSTED
 DN8264  ______________________________________________________________________
 DN8264  GEOID HEIGHT    -        -33.826 (meters)                     GEOID18
 DN8264  DYNAMIC HEIGHT  -         17.750 (meters)       58.23  (feet) COMP
 DN8264  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 DN8264
 DN8264  VERT ORDER      -  FIRST     CLASS II
 DN8264
 DN8264.The horizontal coordinates were scaled from a map and have
 DN8264.an estimated accuracy of +/- 6 seconds.
 DN8264
 DN8264.The orthometric height was determined by differential leveling and
 DN8264.adjusted by the NATIONAL GEODETIC SURVEY
 DN8264.in April 2013.
 DN8264
 DN8264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8264.GEOID18 height accuracy estimate available here.
 DN8264
 DN8264.Click photographs - Photos may exist for this station.
 DN8264
 DN8264.The dynamic height is computed by dividing the NAVD 88
 DN8264.geopotential number by the normal gravity value computed on the
 DN8264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8264.degrees latitude (g = 980.6199 gals.).
 DN8264
 DN8264.The modeled gravity was interpolated from observed gravity values.
 DN8264
 DN8264;                    North         East    Units  Estimated Accuracy
 DN8264;SPC NJ       -    71,170.      147,350.      MT  (+/- 180 meters Scaled)
 DN8264
 DN8264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ403695(NAD 83)
 DN8264
 DN8264                          SUPERSEDED SURVEY CONTROL
 DN8264
 DN8264.No superseded survey control is available for this station.
 DN8264
 DN8264_MARKER: DD = SURVEY DISK
 DN8264_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8264_SP_SET: SIDEWALK
 DN8264_STAMPING: NJGT RM 1 2010
 DN8264_MARK LOGO: NJGS
 DN8264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8264+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 DN8264
 DN8264  HISTORY     - Date     Condition        Report By
 DN8264  HISTORY     - 20100507 MONUMENTED       NJGS
 DN8264
 DN8264                          STATION DESCRIPTION
 DN8264
 DN8264'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DN8264'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE WEST SIDE OF LAUREL
 DN8264'AVENUE.
 DN8264'
 DN8264'TO REACH THE STATION FROM THE INTERSECTION OF THE BRIDGE CARRYING THE
 DN8264'SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY OVER JIM LEEDS ROAD,
 DN8264'COUNTY ROAD 561, GO WEST ON JIM LEEDS ROAD FOR ABOUT 200 M (656.2 FT)
 DN8264'TO THE TEE JUNCTION WITH LAUREL AVENUE ON THE LEFT.  TURN LEFT AND GO
 DN8264'SOUTH ON LAUREL AVENUE FOR ABOUT 141.0 FT (43.0 M) TO THE STATION ON
 DN8264'THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 DN8264'SIDEWALK AT A STEEL EXIT DOOR ON THE EAST SIDE OF A ONE STORY BRICK
 DN8264'BUILDING, NUMBER 10 JIM LEEDS ROAD, FOR THE RICHARD STOCKTON STATE
 DN8264'COLLEGE.
 DN8264'
 DN8264'THE STATION IS 141.0 FT (43.0 M) SOUTH FROM THE CENTER LINE OF JIMMY
 DN8264'LEEDS ROAD, 67.0 FT (20.4 M) WEST FROM THE CENTER LINE OF LAUREL
 DN8264'AVENUE, 48.0 FT (14.6 M) SOUTH FROM THE NORTHEAST CORNER OF THE
 DN8264'BUILDING AND 97.5 FT (29.7 M) NORTH FROM THE SOUTHEAST CORNER OF THE
 DN8264'BUILDING.  THE STATION IS SET ABOUT 2 FT (0.6 M) SOUTH FROM NSRS
 DN8264'STATION R STOCKTON COLLEGE CORS ARP (DL1896).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7809 ***********************************************************************
 DM7809  DESIGNATION -  NJHC RM 1
 DM7809  PID         -  DM7809
 DM7809  STATE/COUNTY-  NJ/HUNTERDON
 DM7809  COUNTRY     -  US
 DM7809  USGS QUAD   -  PITTSTOWN (2019)
 DM7809
 DM7809                         *CURRENT SURVEY CONTROL
 DM7809  ______________________________________________________________________
 DM7809* NAD 83(1986) POSITION- 40 30 06.     (N) 074 54 03.     (W)   SCALED
 DM7809* NAVD 88 ORTHO HEIGHT -   122.170 (meters)      400.82  (feet) ADJUSTED
 DM7809  ______________________________________________________________________
 DM7809  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 DM7809  DYNAMIC HEIGHT  -        122.111 (meters)      400.63  (feet) COMP
 DM7809  MODELED GRAVITY -    980,141.9   (mgal)                       NAVD 88
 DM7809
 DM7809  VERT ORDER      -  SECOND    CLASS II
 DM7809
 DM7809.The horizontal coordinates were scaled from a map and have
 DM7809.an estimated accuracy of +/- 6 seconds.
 DM7809
 DM7809.The orthometric height was determined by differential leveling and
 DM7809.adjusted by the NATIONAL GEODETIC SURVEY
 DM7809.in April 2013.
 DM7809
 DM7809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7809.GEOID18 height accuracy estimate available here.
 DM7809
 DM7809.Click photographs - Photos may exist for this station.
 DM7809
 DM7809.The dynamic height is computed by dividing the NAVD 88
 DM7809.geopotential number by the normal gravity value computed on the
 DM7809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7809.degrees latitude (g = 980.6199 gals.).
 DM7809
 DM7809.The modeled gravity was interpolated from observed gravity values.
 DM7809
 DM7809;                    North         East    Units  Estimated Accuracy
 DM7809;SPC NJ       -   185,290.      116,030.      MT  (+/- 180 meters Scaled)
 DM7809
 DM7809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK084834(NAD 83)
 DM7809
 DM7809                          SUPERSEDED SURVEY CONTROL
 DM7809
 DM7809.No superseded survey control is available for this station.
 DM7809
 DM7809_MARKER: DD = SURVEY DISK
 DM7809_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7809_SP_SET: CURB
 DM7809_STAMPING: NJHC RM 1 2010
 DM7809_MARK LOGO: NJGS
 DM7809_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7809+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2010
 DM7809
 DM7809  HISTORY     - Date     Condition        Report By
 DM7809  HISTORY     - 20100412 MONUMENTED       NJGS
 DM7809
 DM7809                          STATION DESCRIPTION
 DM7809
 DM7809'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7809'THE STATION IS LOCATED IN RARITAN TOWNSHIP ON THE GROUNDS OF THE
 DM7809'HUNTERDON COUNTY COMPLEX.
 DM7809'
 DM7809'TO REACH THE STATION FROM THE INTERSECTION OF CROTON ROAD, COUNTY ROAD
 DM7809'579 AND STATE HIGHWAY 12, GO EAST ON STATE HIGHWAY FOR 1.8 MI (2.9 KM)
 DM7809'TO THE PAVED ENTRANCE ROAD LEADING TO THE HUNTERDON COUNTY COMPLEX ON
 DM7809'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED ENTRANCE ROAD FOR
 DM7809'0.05 MI (0.1 KM) TO A CROSSROADS INTERSECTION.  TURN RIGHT AND GO WEST
 DM7809'THEN SOUTH ON A PAVED ROAD THAT ENCIRCLES THE COMPLEX FOR 0.35 MI (0.6
 DM7809'KM) TO A TEE JUNCTION WITH A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 DM7809'EAST ON THE PAVED ROAD FOR ABOUT 0.05 MI (0.1 KM) TO BUILDING NUMBER
 DM7809'5B, A THREE STORY CONCRETE BLOCK BUILDING USED AS THE COUNTY PRINTING,
 DM7809'MAIL AND STORAGE FACILITY AND THE STATION ON THE LEFT, SET FLUSH IN A
 DM7809'DRILL HOLE IN A CONCRETE CURB ON THE SOUTH SIDE OF THE BUILDING, JUST
 DM7809'WEST OF A STEEL DOUBLE DOOR ENTRANCE INTO THE FACILITY.
 DM7809'
 DM7809'THE ANTENNA FOR CORS STATION NJHC IS LOCATED ON THE SAME SIDE OF THE
 DM7809'BUILDING.  THE STATION IS 4.42 M (14.5 FT) WEST FROM THE CENTER OF A
 DM7809'STEEL DOUBLE DOOR ENTRANCE ON THE SOUTH SIDE OF THE FACILITY, 0.60 M
 DM7809'(2.0 FT) SOUTH FROM THE SOUTH CONCRETE BLOCK WALL OF THE FACILITY AND
 DM7809'15.04 M (49.3 FT) NORTH FROM THE CENTER OF THE PAVED ROAD LEADING EAST
 DM7809'TO OTHER OFFICES ON THE COMPLEX.  THE STATION IS NORTH AND ACROSS THE
 DM7809'PAVED ROAD FROM A TWO STORY METAL SIDED BUILDING USED BY THE HUNTERDON
 DM7809'COUNTY HAZARDOUS MATERIALS RESPONSE TEAM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7810 ***********************************************************************
 DM7810  DESIGNATION -  NJHC RM 2
 DM7810  PID         -  DM7810
 DM7810  STATE/COUNTY-  NJ/HUNTERDON
 DM7810  COUNTRY     -  US
 DM7810  USGS QUAD   -  PITTSTOWN (2019)
 DM7810
 DM7810                         *CURRENT SURVEY CONTROL
 DM7810  ______________________________________________________________________
 DM7810* NAD 83(1986) POSITION- 40 30 06.     (N) 074 54 04.     (W)   SCALED
 DM7810* NAVD 88 ORTHO HEIGHT -   125.436 (meters)      411.53  (feet) ADJUSTED
 DM7810  ______________________________________________________________________
 DM7810  GEOID HEIGHT    -        -33.861 (meters)                     GEOID18
 DM7810  DYNAMIC HEIGHT  -        125.376 (meters)      411.34  (feet) COMP
 DM7810  MODELED GRAVITY -    980,141.8   (mgal)                       NAVD 88
 DM7810
 DM7810  VERT ORDER      -  SECOND    CLASS II
 DM7810
 DM7810.The horizontal coordinates were scaled from a map and have
 DM7810.an estimated accuracy of +/- 6 seconds.
 DM7810
 DM7810.The orthometric height was determined by differential leveling and
 DM7810.adjusted by the NATIONAL GEODETIC SURVEY
 DM7810.in April 2013.
 DM7810
 DM7810.No vertical observational check was made to the station.
 DM7810
 DM7810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7810.GEOID18 height accuracy estimate available here.
 DM7810
 DM7810.Click photographs - Photos may exist for this station.
 DM7810
 DM7810.The dynamic height is computed by dividing the NAVD 88
 DM7810.geopotential number by the normal gravity value computed on the
 DM7810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7810.degrees latitude (g = 980.6199 gals.).
 DM7810
 DM7810.The modeled gravity was interpolated from observed gravity values.
 DM7810
 DM7810;                    North         East    Units  Estimated Accuracy
 DM7810;SPC NJ       -   185,290.      116,000.      MT  (+/- 180 meters Scaled)
 DM7810
 DM7810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK083834(NAD 83)
 DM7810
 DM7810                          SUPERSEDED SURVEY CONTROL
 DM7810
 DM7810.No superseded survey control is available for this station.
 DM7810
 DM7810_MARKER: B = BOLT
 DM7810_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DM7810_SP_SET: BLOCK WALL
 DM7810_STAMPING: RM 2
 DM7810_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7810+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2010
 DM7810
 DM7810  HISTORY     - Date     Condition        Report By
 DM7810  HISTORY     - 20100412 MONUMENTED       NJGS
 DM7810
 DM7810                          STATION DESCRIPTION
 DM7810
 DM7810'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7810'THE STATION IS LOCATED IN RARITAN TOWNSHIP ON THE GROUNDS OF THE
 DM7810'HUNTERDON COUNTY COMPLEX.
 DM7810'
 DM7810'TO REACH THE STATION FROM THE INTERSECTION OF CROTON ROAD, COUNTY ROAD
 DM7810'579 AND STATE HIGHWAY 12, GO EAST ON STATE HIGHWAY FOR 1.8 MI (2.9 KM)
 DM7810'TO THE PAVED ENTRANCE ROAD LEADING TO THE HUNTERDON COUNTY COMPLEX ON
 DM7810'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED ENTRANCE ROAD FOR
 DM7810'0.05 MI (0.1 KM) TO A CROSSROADS INTERSECTION.  TURN RIGHT AND GO WEST
 DM7810'THEN SOUTH ON A PAVED ROAD THAT ENCIRCLES THE COMPLEX FOR 0.35 MI (0.6
 DM7810'KM) TO A TEE JUNCTION WITH A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 DM7810'EAST ON THE PAVED ROAD FOR ABOUT 0.05 MI (0.1 KM) TO BUILDING NUMBER
 DM7810'5B, A THREE STORY CONCRETE BLOCK BUILDING USED AS THE COUNTY PRINTING,
 DM7810'MAIL AND STORAGE FACILITY AND THE STATION ON THE LEFT.
 DM7810'
 DM7810'THE STATION IS A 1 INCH (3 CM) DIAMETER SQUARE HEAD BOLT, SET FLUSH IN
 DM7810'A CONCRETE BLOCK MORTAR JOINT, ABOUT 3.0 M (9.8 FT) ABOVE THE GROUND,
 DM7810'JUST EAST AND ABOVE SEVERAL METAL ELECTRICAL BOXES ATTACHED TO THE
 DM7810'SOUTH WALL OF THE FACILITY.  THE ANTENNA FOR CORS STATION NJHC IS
 DM7810'LOCATED ON THE SAME SIDE OF THE BUILDING.
 DM7810'
 DM7810'THE STATION IS 1.92 M (6.3 FT) EAST FROM THE EAST FACE OF A TWO STORY
 DM7810'CONCRETE BLOCK ADDITION TO THE BUILDING, 12.20 M (40.0 FT) WEST FROM
 DM7810'THE CENTER OF A STEEL DOUBLE DOOR ENTRANCE ON THE SOUTH SIDE OF THE
 DM7810'FACILITY AND 7.72 M (25.3 FT) NORTH FROM THE SOUTHEAST CORNER OF THE
 DM7810'TWO STORY ADDITION TO THE BUILDING.  THE STATION IS NORTH AND ACROSS
 DM7810'THE PAVED ROAD FROM A TWO STORY METAL SIDED BUILDING USED BY THE
 DM7810'HUNTERDON COUNTY HAZARDOUS MATERIALS RESPONSE TEAM.
 DM7810'
 DM7810'NOTE-THE LETTERS AND NUMBER (RM 2) WAS STAMPED ON THE BOLT BY THE NEW
 DM7810'JERSEY GEODETIC SURVEY AT TIME OF SURVEY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AJ5047 ***********************************************************************
 AJ5047  FBN         -  This is a Federal Base Network Control Station.
 AJ5047  DESIGNATION -  NJIT A
 AJ5047  PID         -  AJ5047
 AJ5047  STATE/COUNTY-  NJ/ESSEX
 AJ5047  COUNTRY     -  US
 AJ5047  USGS QUAD   -  ORANGE (2016)
 AJ5047
 AJ5047                         *CURRENT SURVEY CONTROL
 AJ5047  ______________________________________________________________________
 AJ5047* NAD 83(2011) POSITION- 40 45 23.80376(N) 074 10 58.31573(W)   ADJUSTED
 AJ5047* NAD 83(2011) ELLIP HT-    -4.491 (meters)        (06/27/12)   ADJUSTED
 AJ5047* NAD 83(2011) EPOCH   -  2010.00
 AJ5047* NAVD 88 ORTHO HEIGHT -    27.8   (meters)       91.    (feet) GPS OBS
 AJ5047  ______________________________________________________________________
 AJ5047  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ5047  GEOID HEIGHT    -        -32.292 (meters)                     GEOID99
 AJ5047  GEOID HEIGHT    -        -32.339 (meters)                     GEOID18
 AJ5047  NAD 83(2011) X  -  1,318,759.324 (meters)                     COMP
 AJ5047  NAD 83(2011) Y  - -4,655,082.622 (meters)                     COMP
 AJ5047  NAD 83(2011) Z  -  4,141,983.925 (meters)                     COMP
 AJ5047  LAPLACE CORR    -          5.12  (seconds)                    DEFLEC18
 AJ5047
 AJ5047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5047  Standards:
 AJ5047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5047  -------------------------------------------------------------------
 AJ5047  NETWORK    0.90   0.69           0.39   0.34   0.35      0.13774559
 AJ5047  -------------------------------------------------------------------
 AJ5047  Click here for local accuracies and other accuracy information.
 AJ5047
 AJ5047.The horizontal coordinates were established by GPS observations
 AJ5047.and adjusted by the National Geodetic Survey in June 2012.
 AJ5047
 AJ5047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5047.been affixed to the stable North American tectonic plate. See 
 AJ5047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ5047
 AJ5047.The horizontal coordinates are valid at the epoch date displayed above
 AJ5047.which is a decimal equivalence of Year/Month/Day.
 AJ5047
 AJ5047.The orthometric height was determined by GPS observations and a
 AJ5047.high-resolution geoid model.
 AJ5047
 AJ5047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5047.GEOID18 height accuracy estimate available here.
 AJ5047
 AJ5047.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AJ5047
 AJ5047.The ellipsoidal height was determined by GPS observations
 AJ5047.and is referenced to NAD 83.
 AJ5047
 AJ5047. The following values were computed from the NAD 83(2011) position.
 AJ5047
 AJ5047;                    North         East     Units Scale Factor Converg.
 AJ5047;SPC NJ       -   213,570.049   176,777.423   MT  0.99990882   +0 12 25.3
 AJ5047;SPC NJ       -   700,687.74    579,977.26   sFT  0.99990882   +0 12 25.3
 AJ5047;UTM  18      - 4,512,060.388   568,974.788   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6897412060(NAD 83)
 AJ5047
 AJ5047                          SUPERSEDED SURVEY CONTROL
 AJ5047
 AJ5047  NAD 83(2007)-  40 45 23.80404(N)    074 10 58.31672(W) AD(2002.00) 0
 AJ5047  ELLIP H (02/10/07)   -4.475  (m)                       GP(2002.00)    
 AJ5047  NAD 83(1996)-  40 45 23.80427(N)    074 10 58.31688(W) AD(       ) B
 AJ5047  ELLIP H (09/24/01)   -4.478  (m)                       GP(       ) 4 1
 AJ5047
 AJ5047.Superseded values are not recommended for survey control.
 AJ5047
 AJ5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5047.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5047
 AJ5047_MARKER: F = FLANGE-ENCASED 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: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5047+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2020
 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  HISTORY     - 20200221 GOOD             NJGS
 AJ5047  HISTORY     - 20200407 GOOD             NJGS
 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 BRANCH
 AJ5047'BROOK PARK, ABOUT 0.16 KM (0.10 MI) SOUTH OF THE PARK AVENUE (BRANCH
 AJ5047'BROOK) OVERPASS BRIDGE, AT THE NORTH CORNER OF A JOG IN THE CONCRETE
 AJ5047'BALUSTRADE ALONG THE WEST BANK OF THE BROOK.  OWNERSHIP--ESSEX COUNTY
 AJ5047'DEPARTMENT OF PARKS.  CONTACT MR DAN SALVANTE, COUNTY PARK DIRECTOR,
 AJ5047'ONE DAY IN ADVANCE BEFORE OCCUPYING THE STATION, PHONE 973-268-3518.
 AJ5047'ALTERNATE CONTACT IS MR RAJASHEKAR RAVILLA, ESSEX COUNTY ENGINEER,
 AJ5047'PHONE 973-226-8500 EXT 266.
 AJ5047'
 AJ5047'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 280
 AJ5047'EASTBOUND AND THE EAST END OF THE EXIT RAMP FOR FIRST STREET-BRANCH
 AJ5047'BROOK PARK (EXIT 13)  GO NORTH ON FIRST STREET FOR 0.16 KM (0.10 MI)
 AJ5047'TO THE INTERSECTION OF ORANGE STREET. TURN RIGHT, EAST ON ORANGE
 AJ5047'STREET FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF NORFOLK STREET ON THE
 AJ5047'RIGHT AND CLIFTON STREET ON THE LEFT.  TURN LEFT, NORTH ON CLIFTON
 AJ5047'STREET, PASSING OVER INTERSTATE HIGHWAY 280, AND GO 0.89 KM (0.55 MI)
 AJ5047'TO THE INTERSECTION OF PARK AVENUE.  TURN LEFT, WEST ON PARK AVENUE
 AJ5047'FOR 0.48 KM (0.30 MI) TO THE WEST END OF THE PARK AVENUE BRIDGE OVER
 AJ5047'BRANCH BROOK.  CONTINUE AHEAD, WEST ON PARK AVENUE FOR 0.16 KM
 AJ5047'(0.10 MI) TO AN ENTRANCE ROAD TO BRANCH BROOK PARK ON THE LEFT.  TURN
 AJ5047'LEFT, SOUTH ON THE PARK ROAD FOR 0.08 KM (0.05 MI) TO A T-JUNCTION.
 AJ5047'TURN LEFT, EAST ON THE PARK ROAD FOR 0.16 KM (0.10 MI) TO THE ENTRANCE
 AJ5047'DRIVE OF A TRACK ROAD ON THE RIGHT ON THE EAST SIDE OF A BROWN
 AJ5047'ABANDONED CONCRETE BUILDING, ABOUT 0.16 KM (0.10 MI) SOUTH OF THE PARK
 AJ5047'ROAD 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 CONCRETE STEPS
 AJ5047'LEADING TO WATER.
 AJ5047'
 AJ5047'THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A
 AJ5047'GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH NGS LOGO CAP
 AJ5047'SURROUNDED BY CONCRETE FLUSH WITH GROUND.  LOCATED 34.45 M (113.02 FT)
 AJ5047'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BUILDING (OLD REST
 AJ5047'ROOMS)  18.6 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 TWO
 AJ5047'CONCRETE LIONS AND 0.4 M (1.3 FT) NORTH OF THE NORTH CORNER OF THE JOG
 AJ5047'IN THE CONCRETE BALUSTRADE.
 AJ5047
 AJ5047                          STATION RECOVERY (2003)
 AJ5047
 AJ5047'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2003 (SJK)
 AJ5047'RECOVERED IN GOOD CONDITION.
 AJ5047
 AJ5047                          STATION RECOVERY (2020)
 AJ5047
 AJ5047'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MVI)
 AJ5047'THE LID TO THE ROD IS MISSING.  BRING SOMETHING TO DIG DIRT OUT IF
 AJ5047'OBSERVING.
 AJ5047
 AJ5047                          STATION RECOVERY (2020)
 AJ5047
 AJ5047'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (ER)
 AJ5047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 DH3768  USGS QUAD   -  MORRISTOWN (2016)
 DH3768
 DH3768                         *CURRENT SURVEY CONTROL
 DH3768  ______________________________________________________________________
 DH3768* NAD 83(2011) POSITION- 40 47 47.35021(N) 074 28 59.33941(W)   ADJUSTED
 DH3768* NAD 83(2011) ELLIP HT-   101.135 (meters)        (04/??/25)   ADJUSTED
 DH3768* NAD 83(2011) EPOCH   -  2010.00
 DH3768* NAVD 88 ORTHO HEIGHT -   133.990 (meters)      439.60  (feet) ADJUSTED
 DH3768  ______________________________________________________________________
 DH3768  GEOID HEIGHT    -        -32.847 (meters)                     GEOID18
 DH3768  NAD 83(2011) X  -  1,293,591.994 (meters)                     COMP
 DH3768  NAD 83(2011) Y  - -4,659,220.698 (meters)                     COMP
 DH3768  NAD 83(2011) Z  -  4,145,406.088 (meters)                     COMP
 DH3768  VERT ORDER      -  SECOND    CLASS II
 DH3768
 DH3768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3768  Standards:
 DH3768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3768  -------------------------------------------------------------------
 DH3768  NETWORK    0.06   0.11           0.03   0.02   0.06      0.16440600
 DH3768  -------------------------------------------------------------------
 DH3768
 DH3768.The coordinates were established by GPS observations
 DH3768.and adjusted by the National Geodetic Survey in April 2025.
 DH3768
 DH3768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3768.been affixed to the stable North American Tectonic Plate. 
 DH3768
 DH3768.The coordinates are valid at the epoch date displayed above
 DH3768.which is a decimal equivalence of Year/Month/Day.
 DH3768
 DH3768.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH3768.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH3768.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH3768.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH3768.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH3768.published epoch of 2010.00.
 DH3768
 DH3768.Additional information on MYCS is available at:
 DH3768.https://geodesy.noaa.gov/CORS/index.shtml
 DH3768
 DH3768.The orthometric height was determined by differential leveling and
 DH3768.adjusted by the NATIONAL GEODETIC SURVEY
 DH3768.in April 2013.
 DH3768
 DH3768.No vertical observational check was made to the station.
 DH3768
 DH3768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3768.GEOID18 height accuracy estimate available here.
 DH3768
 DH3768.The PID for the CORS L1 Phase Center is DO2124.
 DH3768
 DH3768.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH3768
 DH3768;                    North         East     Units Scale Factor Converg.
 DH3768;SPC NJ       -   217,949.355   151,421.901   MT  0.99990002   +0 00 39.6
 DH3768;SPC NJ       -   715,055.51    496,790.02   sFT  0.99990002   +0 00 39.6
 DH3768;UTM  18      - 4,516,293.989   543,601.404   MT  0.99962340   +0 20 15.7
 DH3768
 DH3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3768!SPC NJ       -   0.99998414  x   0.99990002  =   0.99988416
 DH3768!UTM  18      -   0.99998414  x   0.99962340  =   0.99960754
 DH3768
 DH3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4360116293(NAD 83)
 DH3768
 DH3768                          SUPERSEDED SURVEY CONTROL
 DH3768
 DH3768  NAD 83(2011)-  40 47 47.35033(N)    074 28 59.33925(W) AD(2010.00) c
 DH3768  ELLIP H (06/??/19)  101.126  (m)                       GP(2010.00) c c
 DH3768  NAD 83(2011)-  40 47 47.35028(N)    074 28 59.33957(W) AD(2010.00) c
 DH3768  NAD 83(2011)-  40 47 47.35003(N)    074 28 59.33955(W) AD(2010.00) c
 DH3768  ELLIP H (08/??/11)  101.119  (m)                       GP(2010.00) c c
 DH3768  NAD 83(CORS)-  40 47 47.35023(N)    074 28 59.34006(W) AD(2002.00) c
 DH3768  ELLIP H (06/??/05)  101.139  (m)                       GP(2002.00) c c
 DH3768
 DH3768.Superseded values are not recommended for survey control.
 DH3768
 DH3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3768.See file dsdata.pdf to determine how the superseded data were derived.
 DH3768
 DH3768_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3768_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3768
 DH3768                          STATION DESCRIPTION
 DH3768
 DH3768'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH3768'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH3768'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH3768'AND LOG FILES ACCESSIBLE AT:
 DH3768'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DO5252 ***********************************************************************
 DO5252  DESIGNATION -  NJMT RM 1
 DO5252  PID         -  DO5252
 DO5252  STATE/COUNTY-  NJ/MORRIS
 DO5252  COUNTRY     -  US
 DO5252  USGS QUAD   -  MORRISTOWN (2016)
 DO5252
 DO5252                         *CURRENT SURVEY CONTROL
 DO5252  ______________________________________________________________________
 DO5252* NAD 83(1986) POSITION- 40 47 47.08   (N) 074 29 00.15   (W)   HD_HELD1
 DO5252* NAVD 88 ORTHO HEIGHT -   133.245 (meters)      437.15  (feet) ADJUSTED
 DO5252  ______________________________________________________________________
 DO5252  GEOID HEIGHT    -        -32.847 (meters)                     GEOID18
 DO5252  DYNAMIC HEIGHT  -        133.187 (meters)      436.96  (feet) COMP
 DO5252  MODELED GRAVITY -    980,186.5   (mgal)                       NAVD 88
 DO5252
 DO5252  VERT ORDER      -  SECOND    CLASS II
 DO5252
 DO5252.The horizontal coordinates were determined by differentially corrected
 DO5252.hand held GPS observations or other comparable positioning techniques
 DO5252.and have an estimated accuracy of +/- 3 meters.
 DO5252
 DO5252.The orthometric height was determined by differential leveling and
 DO5252.adjusted by the NATIONAL GEODETIC SURVEY
 DO5252.in April 2013.
 DO5252
 DO5252.No vertical observational check was made to the station.
 DO5252
 DO5252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5252.GEOID18 height accuracy estimate available here.
 DO5252
 DO5252.Click photographs - Photos may exist for this station.
 DO5252
 DO5252.The dynamic height is computed by dividing the NAVD 88
 DO5252.geopotential number by the normal gravity value computed on the
 DO5252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5252.degrees latitude (g = 980.6199 gals.).
 DO5252
 DO5252.The modeled gravity was interpolated from observed gravity values.
 DO5252
 DO5252;                    North         East    Units  Estimated Accuracy
 DO5252;SPC NJ       -   217,941.0     151,402.9     MT  (+/- 3 meters HH1 GPS) 
 DO5252
 DO5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4358216285(NAD 83)
 DO5252
 DO5252                          SUPERSEDED SURVEY CONTROL
 DO5252
 DO5252.No superseded survey control is available for this station.
 DO5252
 DO5252_MARKER: DD = SURVEY DISK
 DO5252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO5252_SP_SET: PARAPET WALL OF BUILDING
 DO5252_STAMPING: NJMT RM 1 2012
 DO5252_MARK LOGO: NJGS
 DO5252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5252+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 DO5252
 DO5252  HISTORY     - Date     Condition        Report By
 DO5252  HISTORY     - 20120228 MONUMENTED       NJGS
 DO5252
 DO5252                          STATION DESCRIPTION
 DO5252
 DO5252'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DO5252'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF CHATHAM,
 DO5252'6.3 MI (10.1 KM) EAST-NORTHEAST OF MENDHAM.    THE STATION IS LOCATED
 DO5252'IN THE TOWN OF MORRISTOWN.
 DO5252'
 DO5252'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE EAST
 DO5252'CONCRETE PARAPET WALL AT THE NORTHEAST CORNER OF THE ROOF ON TOP OF
 DO5252'THE MORRIS COUNTY ADMINISTRATION BUILDING, 30 SCHUYLER PLACE,
 DO5252'MORRISTOWN, NEW JERSEY.
 DO5252'
 DO5252'THE STATION IS 33.4 FT (10.2 M) SOUTH FROM THE SOUTH FACE OF THE NORTH
 DO5252'PARAPET WALL, 33.4 FT (10.2 M) SOUTH FROM NATIONAL CORS STATION NJMT
 DO5252'CORS ARP (DH3768), 55.0 NORTH FROM THE CENTERLINE OF AN ACCESS DOOR
 DO5252'LEADING TO THE ROOF, 26.7 NORTHEAST FROM THE NORTHEAST CORNER OF THE
 DO5252'NORTHERLY OF THREE AIR CONDITIONING UNITS ON THE ROOF AND 0.5 FT (15
 DO5252'CM) EAST FROM THE WEST EDGE OF THE PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 DI1077  USGS QUAD   -  TOMS RIVER (2019)
 DI1077
 DI1077                         *CURRENT SURVEY CONTROL
 DI1077  ______________________________________________________________________
 DI1077* NAD 83(2011) POSITION- 39 57 10.02320(N) 074 11 36.59357(W)   ADJUSTED
 DI1077* NAD 83(2011) ELLIP HT-    -8.166 (meters)        (04/??/25)   ADJUSTED
 DI1077* NAD 83(2011) EPOCH   -  2010.00
 DI1077* NAVD 88 ORTHO HEIGHT -    24.830 (meters)       81.46  (feet) ADJUSTED
 DI1077  ______________________________________________________________________
 DI1077  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 DI1077  NAD 83(2011) X  -  1,333,637.618 (meters)                     COMP
 DI1077  NAD 83(2011) Y  - -4,710,934.902 (meters)                     COMP
 DI1077  NAD 83(2011) Z  -  4,073,962.902 (meters)                     COMP
 DI1077  VERT ORDER      -  FIRST     CLASS II
 DI1077
 DI1077  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1077  Standards:
 DI1077         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1077            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1077  -------------------------------------------------------------------
 DI1077  NETWORK    0.10   0.14           0.04   0.04   0.07     -0.18574000
 DI1077  -------------------------------------------------------------------
 DI1077
 DI1077.The coordinates were established by GPS observations
 DI1077.and adjusted by the National Geodetic Survey in April 2025.
 DI1077
 DI1077.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1077.been affixed to the stable North American Tectonic Plate. 
 DI1077
 DI1077.The coordinates are valid at the epoch date displayed above
 DI1077.which is a decimal equivalence of Year/Month/Day.
 DI1077
 DI1077.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI1077.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI1077.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI1077.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI1077.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI1077.published epoch of 2010.00.
 DI1077
 DI1077.Additional information on MYCS is available at:
 DI1077.https://geodesy.noaa.gov/CORS/index.shtml
 DI1077
 DI1077.The orthometric height was determined by differential leveling and
 DI1077.adjusted by the NATIONAL GEODETIC SURVEY
 DI1077.in May 2012.
 DI1077
 DI1077.No vertical observational check was made to the station.
 DI1077
 DI1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1077.GEOID18 height accuracy estimate available here.
 DI1077
 DI1077.The PID for the CORS L1 Phase Center is DO6882.
 DI1077
 DI1077.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DI1077
 DI1077;                    North         East     Units Scale Factor Converg.
 DI1077;SPC NJ       -   124,317.349   176,188.791   MT  0.99990844   +0 11 48.6
 DI1077;SPC NJ       -   407,864.50    578,046.06   sFT  0.99990844   +0 11 48.6
 DI1077;UTM  18      - 4,422,828.115   568,890.546   MT  0.99965842   +0 31 04.5
 DI1077
 DI1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1077!SPC NJ       -   1.00000128  x   0.99990844  =   0.99990972
 DI1077!UTM  18      -   1.00000128  x   0.99965842  =   0.99965970
 DI1077
 DI1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6889022828(NAD 83)
 DI1077
 DI1077                          SUPERSEDED SURVEY CONTROL
 DI1077
 DI1077  NAD 83(2011)-  39 57 10.02324(N)    074 11 36.59343(W) AD(2010.00) c
 DI1077  ELLIP H (06/??/19)   -8.175  (m)                       GP(2010.00) c c
 DI1077  NAD 83(2011)-  39 57 10.02328(N)    074 11 36.59328(W) AD(2010.00) c
 DI1077  ELLIP H (08/??/11)   -8.184  (m)                       GP(2010.00) c c
 DI1077  NAD 83(CORS)-  39 57 10.02338(N)    074 11 36.59353(W) AD(2002.00) c
 DI1077  ELLIP H (08/??/06)   -8.169  (m)                       GP(2002.00) c c
 DI1077
 DI1077.Superseded values are not recommended for survey control.
 DI1077
 DI1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1077.See file dsdata.pdf to determine how the superseded data were derived.
 DI1077
 DI1077_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1077
 DI1077                          STATION DESCRIPTION
 DI1077
 DI1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI1077'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI1077'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI1077'AND LOG FILES ACCESSIBLE AT:
 DI1077'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7855 ***********************************************************************
 DM7855  TIDAL BM    -  This is a Tidal Bench Mark.
 DM7855  DESIGNATION -  NJOC RM 1
 DM7855  PID         -  DM7855
 DM7855  STATE/COUNTY-  NJ/OCEAN
 DM7855  COUNTRY     -  US
 DM7855  USGS QUAD   -  TOMS RIVER (2019)
 DM7855
 DM7855                         *CURRENT SURVEY CONTROL
 DM7855  ______________________________________________________________________
 DM7855* NAD 83(1986) POSITION- 39 57 10.     (N) 074 11 37.     (W)   SCALED
 DM7855* NAVD 88 ORTHO HEIGHT -     8.651 (meters)       28.38  (feet) ADJUSTED
 DM7855  ______________________________________________________________________
 DM7855  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 DM7855  DYNAMIC HEIGHT  -          8.647 (meters)       28.37  (feet) COMP
 DM7855  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM7855
 DM7855  VERT ORDER      -  FIRST     CLASS II
 DM7855
 DM7855.The horizontal coordinates were scaled from a map and have
 DM7855.an estimated accuracy of +/- 6 seconds.
 DM7855
 DM7855.The orthometric height was determined by differential leveling and
 DM7855.adjusted by the NATIONAL GEODETIC SURVEY
 DM7855.in May 2012.
 DM7855
 DM7855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7855.GEOID18 height accuracy estimate available here.
 DM7855
 DM7855.This Tidal Bench Mark is designated as VM 21344
 DM7855.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM7855
 DM7855.Click photographs - Photos may exist for this station.
 DM7855
 DM7855.The dynamic height is computed by dividing the NAVD 88
 DM7855.geopotential number by the normal gravity value computed on the
 DM7855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7855.degrees latitude (g = 980.6199 gals.).
 DM7855
 DM7855.The modeled gravity was interpolated from observed gravity values.
 DM7855
 DM7855;                    North         East    Units  Estimated Accuracy
 DM7855;SPC NJ       -   124,320.      176,180.      MT  (+/- 180 meters Scaled)
 DM7855
 DM7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688228(NAD 83)
 DM7855
 DM7855                          SUPERSEDED SURVEY CONTROL
 DM7855
 DM7855.No superseded survey control is available for this station.
 DM7855
 DM7855_MARKER: DD = SURVEY DISK
 DM7855_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM7855_SP_SET: RETAINING WALL
 DM7855_STAMPING: NJOC RM 1 2010
 DM7855_MARK LOGO: NJGS
 DM7855_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7855+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2010
 DM7855
 DM7855  HISTORY     - Date     Condition        Report By
 DM7855  HISTORY     - 20100409 MONUMENTED       NJGS
 DM7855
 DM7855                          STATION DESCRIPTION
 DM7855
 DM7855'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7855'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 DM7855'SEASIDE PARK, 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF LAKEWOOD CORNER
 DM7855'ESTATES AND IN THE TOWN OF TOMS RIVER, NJ.
 DM7855'
 DM7855'THE STATION IS LOCATED IN DOVER TOWNSHIP, IN TOMS RIVER, SET IN A
 DM7855'DRILL HOLE IN THE EAST END OF THE WATER TABLE RETAINING WALL AT THE
 DM7855'EAST SIDE OF THE SOUTH ENTRANCE TO THE OCEAN COUNTY ADMINISTRATION
 DM7855'BUILDING THE SOUTH ENTRANCE DOOR IS FRONTING WASHINGTON AVENUE AT THE
 DM7855'WOUNDED COMBAT VETERANS PARK.
 DM7855'
 DM7855'THE STATION IS ON THE NORTHEAST CORNER OF THE JUNCTION OF HOOPER
 DM7855'AVENUE (COUNTY ROUTE 539) AND WASHINGTON AVENUE, 105.0 FT (32.0 M)
 DM7855'NORTH OF THE NORTH CURB OF WASHINGTON AVENUE, 76.0 FT (23.2 M) EAST OF
 DM7855'THE EAST CURB OF HOOPER AVENUE, 8.0 FT (2.4 M) SOUTH OF THE SOUTH
 DM7855'ENTRANCE DOOR, 3 FT (0.9 M) SOUTH OF THE SOUTH WALL OF THE DOORWAY
 DM7855'ENTRANCE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7856 ***********************************************************************
 DM7856  DESIGNATION -  NJOC RM 2
 DM7856  PID         -  DM7856
 DM7856  STATE/COUNTY-  NJ/OCEAN
 DM7856  COUNTRY     -  US
 DM7856  USGS QUAD   -  TOMS RIVER (2019)
 DM7856
 DM7856                         *CURRENT SURVEY CONTROL
 DM7856  ______________________________________________________________________
 DM7856* NAD 83(1986) POSITION- 39 57 10.     (N) 074 11 38.     (W)   SCALED
 DM7856* NAVD 88 ORTHO HEIGHT -    22.185 (meters)       72.79  (feet) ADJUSTED
 DM7856  ______________________________________________________________________
 DM7856  GEOID HEIGHT    -        -33.022 (meters)                     GEOID18
 DM7856  DYNAMIC HEIGHT  -         22.174 (meters)       72.75  (feet) COMP
 DM7856  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 DM7856
 DM7856  VERT ORDER      -  FIRST     CLASS II
 DM7856
 DM7856.The horizontal coordinates were scaled from a map and have
 DM7856.an estimated accuracy of +/- 6 seconds.
 DM7856
 DM7856.The orthometric height was determined by differential leveling and
 DM7856.adjusted by the NATIONAL GEODETIC SURVEY
 DM7856.in May 2012.
 DM7856
 DM7856.No vertical observational check was made to the station.
 DM7856
 DM7856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7856.GEOID18 height accuracy estimate available here.
 DM7856
 DM7856.Click photographs - Photos may exist for this station.
 DM7856
 DM7856.The dynamic height is computed by dividing the NAVD 88
 DM7856.geopotential number by the normal gravity value computed on the
 DM7856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7856.degrees latitude (g = 980.6199 gals.).
 DM7856
 DM7856.The modeled gravity was interpolated from observed gravity values.
 DM7856
 DM7856;                    North         East    Units  Estimated Accuracy
 DM7856;SPC NJ       -   124,320.      176,160.      MT  (+/- 180 meters Scaled)
 DM7856
 DM7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688228(NAD 83)
 DM7856
 DM7856                          SUPERSEDED SURVEY CONTROL
 DM7856
 DM7856.No superseded survey control is available for this station.
 DM7856
 DM7856_MARKER: B = BOLT
 DM7856_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7856_SP_SET: STAIRCASE ROOFTOP BUILDING
 DM7856_STAMPING: RM 2
 DM7856_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM7856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7856+STABILITY: SURFACE MOTION
 DM7856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7856+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2010
 DM7856
 DM7856  HISTORY     - Date     Condition        Report By
 DM7856  HISTORY     - 20100409 MONUMENTED       NJGS
 DM7856
 DM7856                          STATION DESCRIPTION
 DM7856
 DM7856'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7856'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 DM7856'SEASIDE PARK, 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF LAKEWOOD CORNER
 DM7856'ESTATES AND IN THE TOWN OF TOMS RIVER, NJ.
 DM7856'
 DM7856'THE STATION IS LOCATED IN DOVER TOWNSHIP, IN TOMS RIVER, SET
 DM7856'VERTICALLY IN A DRILL HOLE IN THE WEST SIDE OF THE ROOF ACCESS BRICK
 DM7856'STAIRCASE BUILDING ON TOP OF THE OCEAN COUNTY ADMINISTRATION BUILDING
 DM7856'TO GAIN ACCESS TO THE STATION, CONTACT THE DEPARTMENT OF BUILDINGS AND
 DM7856'GROUNDS, COUNTY OF OCEAN, 239 WASHINGTON STREET, BUILDING NUMBER 5,
 DM7856'MOTT PLACE, TOMS RIVER 08753.
 DM7856'
 DM7856'THE STATION IS ABOUT 4 FT (1.2 M) NORTH OF THE GPS ANTENNA, 13 FT (4.0
 DM7856'M) SOUTH OF THE NORTHWEST CORNER OF THE ROOF ACCESS BUILDING AND ABOUT
 DM7856'3 FT (0.9 M) ABOVE THE ROOF.
 DM7856'
 DM7856'THE STATION IS THE TOP OF A SQUARE BOLT.
 DM7856'
 DM7856'NOTE-THE STAMPING REFERENCE MARK 2 WAS ACTUALLY STAMPED IN BOLT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7404 ***********************************************************************
 DM7404  DESIGNATION -  NJPT RM 1
 DM7404  PID         -  DM7404
 DM7404  STATE/COUNTY-  NJ/MIDDLESEX
 DM7404  COUNTRY     -  US
 DM7404  USGS QUAD   -  PLAINFIELD (2019)
 DM7404
 DM7404                         *CURRENT SURVEY CONTROL
 DM7404  ______________________________________________________________________
 DM7404* NAD 83(1986) POSITION- 40 32 26.     (N) 074 28 02.     (W)   SCALED
 DM7404* NAVD 88 ORTHO HEIGHT -    28.029 (meters)       91.96  (feet) ADJUSTED
 DM7404  ______________________________________________________________________
 DM7404  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 DM7404  DYNAMIC HEIGHT  -         28.017 (meters)       91.92  (feet) COMP
 DM7404  MODELED GRAVITY -    980,190.9   (mgal)                       NAVD 88
 DM7404
 DM7404  VERT ORDER      -  FIRST     CLASS II
 DM7404
 DM7404.The horizontal coordinates were scaled from a map and have
 DM7404.an estimated accuracy of +/- 6 seconds.
 DM7404
 DM7404.The orthometric height was determined by differential leveling and
 DM7404.adjusted by the NATIONAL GEODETIC SURVEY
 DM7404.in April 2013.
 DM7404
 DM7404.No vertical observational check was made to the station.
 DM7404
 DM7404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7404.GEOID18 height accuracy estimate available here.
 DM7404
 DM7404.Click photographs - Photos may exist for this station.
 DM7404
 DM7404.The dynamic height is computed by dividing the NAVD 88
 DM7404.geopotential number by the normal gravity value computed on the
 DM7404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7404.degrees latitude (g = 980.6199 gals.).
 DM7404
 DM7404.The modeled gravity was interpolated from observed gravity values.
 DM7404
 DM7404;                    North         East    Units  Estimated Accuracy
 DM7404;SPC NJ       -   189,530.      152,780.      MT  (+/- 180 meters Scaled)
 DM7404
 DM7404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK451878(NAD 83)
 DM7404
 DM7404                          SUPERSEDED SURVEY CONTROL
 DM7404
 DM7404.No superseded survey control is available for this station.
 DM7404
 DM7404_MARKER: DD = SURVEY DISK
 DM7404_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM7404_SP_SET: GARAGE FLOOR
 DM7404_STAMPING: NJPT RM 1 2010
 DM7404_MARK LOGO: NJGS
 DM7404_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7404+STABILITY: SURFACE MOTION
 DM7404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7404+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 DM7404
 DM7404  HISTORY     - Date     Condition        Report By
 DM7404  HISTORY     - 20100429 MONUMENTED       NJGS
 DM7404
 DM7404                          STATION DESCRIPTION
 DM7404
 DM7404'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2010
 DM7404'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, SET IN A DRILL HOLE IN
 DM7404'THE EAST CORNER OF THE LARGE TRUCK GARAGE DOOR FLOOR AT THE EAST END
 DM7404'OF THE PISCATAWAY TOWNSHIP MUNICIPAL BUILDING COMPLEX ON SIDNEY ROAD,
 DM7404'THE COMPLEX FRONTS HOES LANE. (THE ADDRESS IS 455 HOES LANE,
 DM7404'PISCATAWAY, NJ 08854).
 DM7404'
 DM7404'TO REACH THE STATION FROM THE JUNCTION OF SIDNEY ROAD AND HOES LANE,
 DM7404'GO 0.25 MI (0.4 KM) EAST-NORTHEAST TO THE GARAGE AND STATION ON THE
 DM7404'RIGHT.
 DM7404'
 DM7404'THE STATION IS 113.0 FT (34.4 M) SOUTH OF THE CENTERLINE OF SIDNEY
 DM7404'ROAD, 6.4 FT (2.0 M) EAST OF THE CENTERLINE OF THE DRIVE, 110.0 FT
 DM7404'(33.5 M) SOUTH-SOUTHWEST OF POLE NUMBER 11416.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7216 ***********************************************************************
 DM7216  DESIGNATION -  NJRL A
 DM7216  PID         -  DM7216
 DM7216  STATE/COUNTY-  NJ/BURLINGTON
 DM7216  COUNTRY     -  US
 DM7216  USGS QUAD   -  PEMBERTON (2019)
 DM7216
 DM7216                         *CURRENT SURVEY CONTROL
 DM7216  ______________________________________________________________________
 DM7216* NAD 83(1986) POSITION- 39 53 18.     (N) 074 44 43.     (W)   SCALED
 DM7216* NAVD 88 ORTHO HEIGHT -    19.233 (meters)       63.10  (feet) ADJUSTED
 DM7216  ______________________________________________________________________
 DM7216  GEOID HEIGHT    -        -32.746 (meters)                     GEOID18
 DM7216  DYNAMIC HEIGHT  -         19.224 (meters)       63.07  (feet) COMP
 DM7216  MODELED GRAVITY -    980,179.6   (mgal)                       NAVD 88
 DM7216
 DM7216  VERT ORDER      -  FIRST     CLASS II
 DM7216
 DM7216.The horizontal coordinates were scaled from a map and have
 DM7216.an estimated accuracy of +/- 6 seconds.
 DM7216
 DM7216.The orthometric height was determined by differential leveling and
 DM7216.adjusted by the NATIONAL GEODETIC SURVEY
 DM7216.in May 2011.
 DM7216
 DM7216.No vertical observational check was made to the station.
 DM7216
 DM7216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7216.GEOID18 height accuracy estimate available here.
 DM7216
 DM7216.Click photographs - Photos may exist for this station.
 DM7216
 DM7216.The dynamic height is computed by dividing the NAVD 88
 DM7216.geopotential number by the normal gravity value computed on the
 DM7216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7216.degrees latitude (g = 980.6199 gals.).
 DM7216
 DM7216.The modeled gravity was interpolated from observed gravity values.
 DM7216
 DM7216;                    North         East    Units  Estimated Accuracy
 DM7216;SPC NJ       -   117,150.      129,020.      MT  (+/- 180 meters Scaled)
 DM7216
 DM7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK217153(NAD 83)
 DM7216
 DM7216                          SUPERSEDED SURVEY CONTROL
 DM7216
 DM7216.No superseded survey control is available for this station.
 DM7216
 DM7216_MARKER: DD = SURVEY DISK
 DM7216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7216_SP_SET: SIDEWALK
 DM7216_STAMPING: NJRL 1 2008
 DM7216_MARK LOGO: NJGS
 DM7216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7216+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DM7216
 DM7216  HISTORY     - Date     Condition        Report By
 DM7216  HISTORY     - 20080409 MONUMENTED       NJGS
 DM7216  HISTORY     - 20100401 GOOD             NJGS
 DM7216
 DM7216                          STATION DESCRIPTION
 DM7216
 DM7216'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008
 DM7216'THE STATION IS LOCATED IN SOUTHAMPTON TOWNSHIP, SET IN A DRILL HOLE IN
 DM7216'THE SIDEWALK FOR TWO FLAG POLES AND A RED LION STATUE ON A CONCRETE
 DM7216'PEDESTAL, ON THE WEST SIDE OF THE NJ DEPARTMENT OF TRANSPORTATION RED
 DM7216'LION MAINTENANCE FACILITY ON THE NORTH SIDE OF NJ ROUTE 70.
 DM7216'
 DM7216'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 206 AND NJ ROUTE
 DM7216'70 AT THE RED LION CIRCLE, GO 0.15 W ON ROUTE 70 TO THE DRIVEWAY
 DM7216'LEADING TO THE FACILITY ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR
 DM7216'ABOUT 100 M (328.1 FT) TO A SINGLE STORY BRICK MAINTENANCE BUILDING
 DM7216'AND THE STATION ON THE RIGHT.
 DM7216'
 DM7216'THE STATION IS 4.3 M (14.1 FT) SOUTHEAST OF THE EAST CURB, 4.1 M (13.5
 DM7216'FT) SOUTH-SOUTHWEST OF A FLAG POLE, 8.85 M (29.0 FT) SOUTH OF THE
 DM7216'NORTHWEST CORNER OF THE BUILDING, 4.55 M (14.9 FT) NORTH OF THE
 DM7216'SOUTHWEST CORNER OF THE BUILDING, 2.1 M (6.9 FT) SOUTH-SOUTHEAST OF A
 DM7216'FLAG POLE, 2.5 M (8.2 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE RED
 DM7216'LION STATURE, 0.1 M (0.3 FT) NORTHWEST OF THE WEST FACE OF THE
 DM7216'BUILDING.
 DM7216'
 DM7216'THE STATION IS BELOW AND 0.5 M (1.6 FT) NORTH OF THE ANTENNA FOR THE
 DM7216'NJRL CORS STATION.
 DM7216
 DM7216                          STATION RECOVERY (2010)
 DM7216
 DM7216'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (RJK)
 DM7216'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0288 ***********************************************************************
 JU0288  DESIGNATION -  NJSS 33
 JU0288  PID         -  JU0288
 JU0288  STATE/COUNTY-  NJ/ATLANTIC
 JU0288  COUNTRY     -  US
 JU0288  USGS QUAD   -  OCEANVILLE (2019)
 JU0288
 JU0288                         *CURRENT SURVEY CONTROL
 JU0288  ______________________________________________________________________
 JU0288* NAD 83(1986) POSITION- 39 26 08.     (N) 074 24 15.     (W)   SCALED
 JU0288* NAVD 88 ORTHO HEIGHT -     0.633 (meters)        2.08  (feet) ADJUSTED
 JU0288  ______________________________________________________________________
 JU0288  GEOID HEIGHT    -        -34.123 (meters)                     GEOID18
 JU0288  DYNAMIC HEIGHT  -          0.633 (meters)        2.08  (feet) COMP
 JU0288  MODELED GRAVITY -    980,120.8   (mgal)                       NAVD 88
 JU0288
 JU0288  VERT ORDER      -  SECOND    CLASS 0
 JU0288
 JU0288.The horizontal coordinates were scaled from a map and have
 JU0288.an estimated accuracy of +/- 6 seconds.
 JU0288
 JU0288.The orthometric height was determined by differential leveling and
 JU0288.adjusted by the NATIONAL GEODETIC SURVEY
 JU0288.in June 1991.
 JU0288
 JU0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0288.GEOID18 height accuracy estimate available here.
 JU0288
 JU0288.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ512652(NAD 83)
 JU0288
 JU0288                          SUPERSEDED SURVEY CONTROL
 JU0288
 JU0288  NGVD 29 (11/26/84)    1.014  (m)            3.33   (f) ADJUSTED    2 0
 JU0288
 JU0288.Superseded values are not recommended for survey control.
 JU0288
 JU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0288.See file dsdata.pdf to determine how the superseded data were derived.
 JU0288
 JU0288_MARKER: P = PIPE CAP
 JU0288_SETTING: 17 = SET INTO TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 DM6878 ***********************************************************************
 DM6878  DESIGNATION -  NJTR RM 1
 DM6878  PID         -  DM6878
 DM6878  STATE/COUNTY-  NJ/MERCER
 DM6878  COUNTRY     -  US
 DM6878  USGS QUAD   -  PENNINGTON (2019)
 DM6878
 DM6878                         *CURRENT SURVEY CONTROL
 DM6878  ______________________________________________________________________
 DM6878* NAD 83(1986) POSITION- 40 15 27.86   (N) 074 47 49.00   (W)   HD_HELD1
 DM6878* NAVD 88 ORTHO HEIGHT -    39.017 (meters)      128.01  (feet) ADJUSTED
 DM6878  ______________________________________________________________________
 DM6878  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 DM6878  DYNAMIC HEIGHT  -         38.999 (meters)      127.95  (feet) COMP
 DM6878  MODELED GRAVITY -    980,166.0   (mgal)                       NAVD 88
 DM6878
 DM6878  VERT ORDER      -  FIRST     CLASS I
 DM6878
 DM6878.The horizontal coordinates were determined by differentially corrected
 DM6878.hand held GPS observations or other comparable positioning techniques
 DM6878.and have an estimated accuracy of +/- 3 meters.
 DM6878
 DM6878.The orthometric height was determined by differential leveling and
 DM6878.adjusted by the NATIONAL GEODETIC SURVEY
 DM6878.in May 2012.
 DM6878
 DM6878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6878.GEOID18 height accuracy estimate available here.
 DM6878
 DM6878.Click photographs - Photos may exist for this station.
 DM6878
 DM6878.The dynamic height is computed by dividing the NAVD 88
 DM6878.geopotential number by the normal gravity value computed on the
 DM6878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6878.degrees latitude (g = 980.6199 gals.).
 DM6878
 DM6878.The modeled gravity was interpolated from observed gravity values.
 DM6878
 DM6878;                    North         East    Units  Estimated Accuracy
 DM6878;SPC NJ       -   158,172.4     124,740.9     MT  (+/- 3 meters HH1 GPS) 
 DM6878
 DM6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1726756384(NAD 83)
 DM6878
 DM6878                          SUPERSEDED SURVEY CONTROL
 DM6878
 DM6878.No superseded survey control is available for this station.
 DM6878
 DM6878_MARKER: DD = SURVEY DISK
 DM6878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM6878_SP_SET: BUILDING FOUNDATION
 DM6878_STAMPING: NJTR RM 1 2009
 DM6878_MARK LOGO: NJGS
 DM6878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6878+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2009
 DM6878
 DM6878  HISTORY     - Date     Condition        Report By
 DM6878  HISTORY     - 20090320 MONUMENTED       NJGS
 DM6878
 DM6878                          STATION DESCRIPTION
 DM6878
 DM6878'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6878'THE STATION IS LOCATED IN EWING TOWNSHIP, SET IN A DRILL HOLE IN THE
 DM6878'BASE OF THE BUILDING COLUMN AT THE INSIDE CORNER OF THE NEW JERSEY
 DM6878'DEPARTMENT OF TRANSPORTATION ENGINEERING AND OPERATIONS BUILDING JUST
 DM6878'NORTHWEST OF THE SOUTHERLY ENTRANCE TO THE BUILDING.
 DM6878'
 DM6878'THE STATION IS 186.4 FT (56.8 M) NORTHEAST OF THE NORTHEAST CURB OF
 DM6878'THE PARKING LOT, 14.7 FT (4.5 M) NORTH-NORTHWEST OF THE APEX OF THE
 DM6878'ENTRANCE FOYER DOUBLE-DOORS, 202.4 FT (61.7 M) WEST-NORTHWEST OF THE
 DM6878'NORTHWEST CURBLINE OF THE COMPLEX ROADWAY, 110.4 FT (33.6 M) NORTHEAST
 DM6878'OF THE EARTH-WIND-RAIN SCULPTURE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM6879 ***********************************************************************
 DM6879  DESIGNATION -  NJTR RM 2
 DM6879  PID         -  DM6879
 DM6879  STATE/COUNTY-  NJ/MERCER
 DM6879  COUNTRY     -  US
 DM6879  USGS QUAD   -  PENNINGTON (2019)
 DM6879
 DM6879                         *CURRENT SURVEY CONTROL
 DM6879  ______________________________________________________________________
 DM6879* NAD 83(1986) POSITION- 40 15 27.46   (N) 074 47 48.07   (W)   HD_HELD1
 DM6879* NAVD 88 ORTHO HEIGHT -    70.258 (meters)      230.50  (feet) ADJUSTED
 DM6879  ______________________________________________________________________
 DM6879  GEOID HEIGHT    -        -33.367 (meters)                     GEOID18
 DM6879  DYNAMIC HEIGHT  -         70.226 (meters)      230.40  (feet) COMP
 DM6879  MODELED GRAVITY -    980,166.0   (mgal)                       NAVD 88
 DM6879
 DM6879  VERT ORDER      -  FIRST     CLASS I
 DM6879
 DM6879.The horizontal coordinates were determined by differentially corrected
 DM6879.hand held GPS observations or other comparable positioning techniques
 DM6879.and have an estimated accuracy of +/- 3 meters.
 DM6879
 DM6879.The orthometric height was determined by differential leveling and
 DM6879.adjusted by the NATIONAL GEODETIC SURVEY
 DM6879.in May 2012.
 DM6879
 DM6879.No vertical observational check was made to the station.
 DM6879
 DM6879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6879.GEOID18 height accuracy estimate available here.
 DM6879
 DM6879.Click photographs - Photos may exist for this station.
 DM6879
 DM6879.The dynamic height is computed by dividing the NAVD 88
 DM6879.geopotential number by the normal gravity value computed on the
 DM6879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6879.degrees latitude (g = 980.6199 gals.).
 DM6879
 DM6879.The modeled gravity was interpolated from observed gravity values.
 DM6879
 DM6879;                    North         East    Units  Estimated Accuracy
 DM6879;SPC NJ       -   158,160.0     124,762.8     MT  (+/- 3 meters HH1 GPS) 
 DM6879
 DM6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1728956371(NAD 83)
 DM6879
 DM6879                          SUPERSEDED SURVEY CONTROL
 DM6879
 DM6879.No superseded survey control is available for this station.
 DM6879
 DM6879_MARKER: B = BOLT
 DM6879_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6879_SP_SET: BRICK WALL
 DM6879_STAMPING: RM 2
 DM6879_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6879+STABILITY: SURFACE MOTION
 DM6879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6879+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2023
 DM6879
 DM6879  HISTORY     - Date     Condition        Report By
 DM6879  HISTORY     - 20090320 MONUMENTED       NJGS
 DM6879  HISTORY     - 20231020 GOOD             NJGS
 DM6879
 DM6879                          STATION DESCRIPTION
 DM6879
 DM6879'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009
 DM6879'THE STATION IS LOCATED IN EWING TOWNSHIP ON TOP OF THE THE ROOF OF THE
 DM6879'NEW JERSEY DEPARTMENT OF TRANSPORTATION ENGINEERING AND OPERATIONS
 DM6879'BUILDING   THE STATION IS THE TOP EDGE OF A 23 MM SQUARE BOLT SET
 DM6879'VERTICALLY IN THE BRICK WALL, DIRECTLY BELOW THE ANTENNA FOR TRENTON
 DM6879'CORS ARP.
 DM6879'
 DM6879'THE STATION IS 30.1 FT (9.2 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 DM6879'ROOF, 62.4 FT (19.0 M) SOUTHEAST OF THE DOOR TO THE ROOF, 13.7 FT (4.2
 DM6879'M) NORTHWEST OF THE SOUTHWEST CORNER OF THE BRICK WALL SURROUNDING THE
 DM6879'VENTILATION UNIT, 79.4 FT (24.2 M) NORTH OF THE SOUTH CORNER OF THE
 DM6879'ROOF, 76.0 FT (23.2 M) EAST-SOUTHEAST OF THE INSIDE BUILDING CORNER.
 DM6879
 DM6879                          STATION RECOVERY (2023)
 DM6879
 DM6879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (RJK)
 DM6879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0636 ***********************************************************************
 JU0636  DESIGNATION -  NL 49
 JU0636  PID         -  JU0636
 JU0636  STATE/COUNTY-  NJ/BURLINGTON
 JU0636  COUNTRY     -  US
 JU0636  USGS QUAD   -  PEMBERTON (2019)
 JU0636
 JU0636                         *CURRENT SURVEY CONTROL
 JU0636  ______________________________________________________________________
 JU0636* NAD 83(1986) POSITION- 39 57 30.     (N) 074 37 38.     (W)   SCALED
 JU0636* NAVD 88 ORTHO HEIGHT -    14.611 (meters)       47.94  (feet) ADJUSTED
 JU0636  ______________________________________________________________________
 JU0636  GEOID HEIGHT    -        -32.628 (meters)                     GEOID18
 JU0636  DYNAMIC HEIGHT  -         14.605 (meters)       47.92  (feet) COMP
 JU0636  MODELED GRAVITY -    980,186.8   (mgal)                       NAVD 88
 JU0636
 JU0636  VERT ORDER      -  SECOND    CLASS 0
 JU0636
 JU0636.The horizontal coordinates were scaled from a map and have
 JU0636.an estimated accuracy of +/- 6 seconds.
 JU0636
 JU0636.The orthometric height was determined by differential leveling and
 JU0636.adjusted by the NATIONAL GEODETIC SURVEY
 JU0636.in June 1991.
 JU0636
 JU0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0636.GEOID18 height accuracy estimate available here.
 JU0636
 JU0636.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK318231(NAD 83)
 JU0636
 JU0636                          SUPERSEDED SURVEY CONTROL
 JU0636
 JU0636  NGVD 29 (11/26/84)   14.994  (m)           49.19   (f) ADJUSTED    2 0
 JU0636
 JU0636.Superseded values are not recommended for survey control.
 JU0636
 JU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0636.See file dsdata.pdf to determine how the superseded data were derived.
 JU0636
 JU0636_MARKER: DD = SURVEY DISK
 JU0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0636_STAMPING: 02 NL ELEV 49 FT
 JU0636_MARK LOGO: USACE
 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       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KU2800 ***********************************************************************
 KU2800  DESIGNATION -  NO 6268
 KU2800  PID         -  KU2800
 KU2800  STATE/COUNTY-  NJ/MONMOUTH
 KU2800  COUNTRY     -  US
 KU2800  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2800
 KU2800                         *CURRENT SURVEY CONTROL
 KU2800  ______________________________________________________________________
 KU2800* NAD 83(1996) POSITION- 40 23 45.49984(N) 073 58 34.34151(W)   ADJUSTED
 KU2800* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KU2800  ______________________________________________________________________
 KU2800  GEOID HEIGHT    -        -32.602 (meters)                     GEOID18
 KU2800  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2800.GEOID18 height accuracy estimate available here.
 KU2800
 KU2800.Click photographs - Photos may exist for this station.
 KU2800
 KU2800.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2800
 KU2800. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000485  x   0.99992433  =   0.99992918
 KU2800!UTM  18      -   1.00000485  x   0.99969292  =   0.99969777
 KU2800
 KU2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8688472210(NAD 83)
 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
 KU2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2800.See file dsdata.pdf to determine how the superseded data were derived.
 KU2800
 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  HISTORY     - 20171117 MARK NOT FOUND   NJGS
 KU2800  HISTORY     - 20171128 MARK NOT FOUND   NJGS
 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.
 KU2800
 KU2800                          STATION RECOVERY (2017)
 KU2800
 KU2800'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KU2800'A NEW BRIDGE HAS BEEN CONSTRUCTED IN 2010 AT THE LOCATION OF THE
 KU2800'STATION.
 KU2800
 KU2800                          STATION RECOVERY (2017)
 KU2800
 KU2800'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (MJK)
 KU2800'USED ADJUSTED COORDINATES WITH GPS RECEIVER AND DUG AREA WITH SHOVEL.
 KU2800'CONSTRUCTION IN THE AREA HAVE REMOVED OR BURIED THE STATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4908 ***********************************************************************
 KV4908  DESIGNATION -  NONSENSE
 KV4908  PID         -  KV4908
 KV4908  STATE/COUNTY-  NJ/MORRIS
 KV4908  COUNTRY     -  US
 KV4908  USGS QUAD   -  MORRISTOWN (2016)
 KV4908
 KV4908                         *CURRENT SURVEY CONTROL
 KV4908  ______________________________________________________________________
 KV4908* NAD 83(1996) POSITION- 40 47 37.64588(N) 074 29 17.95088(W)   ADJUSTED
 KV4908* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 KV4908  ______________________________________________________________________
 KV4908  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 KV4908  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4908.GEOID18 height accuracy estimate available here.
 KV4908
 KV4908.Click photographs - Photos may exist for this station.
 KV4908
 KV4908.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4908
 KV4908. The following values were computed from the NAD 83(1996) position.
 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       -  WATNONG 2                                355 29 07.3
 KV4908:UTM  18      -  WATNONG 2                                355 09 31.3
 KV4908
 KV4908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4316715992(NAD 83)
 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
 KV4908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4908.See file dsdata.pdf to determine how the superseded data were derived.
 KV4908
 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 = JULY 24, 2026 22:12:30 EDT
 KU2831 ***********************************************************************
 KU2831  DESIGNATION -  NORMAN
 KU2831  PID         -  KU2831
 KU2831  STATE/COUNTY-  NJ/MONMOUTH
 KU2831  COUNTRY     -  US
 KU2831  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2831
 KU2831                         *CURRENT SURVEY CONTROL
 KU2831  ______________________________________________________________________
 KU2831* NAD 83(1996) POSITION- 40 22 47.50114(N) 073 58 44.68387(W)   ADJUSTED
 KU2831* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) VERTCON3
 KU2831  ______________________________________________________________________
 KU2831  GEOID HEIGHT    -        -32.623 (meters)                     GEOID18
 KU2831  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2831.GEOID18 height accuracy estimate available here.
 KU2831
 KU2831.Click photographs - Photos may exist for this station.
 KU2831
 KU2831.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2831
 KU2831. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000478  x   0.99992408  =   0.99992885
 KU2831!UTM  18      -   1.00000478  x   0.99969245  =   0.99969722
 KU2831
 KU2831:                Primary Azimuth Mark                     Grid Az
 KU2831:SPC NJ       -  SEA BRIGHT                               167 42 34.5
 KU2831:UTM  18      -  SEA BRIGHT                               167 23 08.2
 KU2831
 KU2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8666170419(NAD 83)
 KU2831
 KU2831|---------------------------------------------------------------------|
 KU2831| PID    Reference Object                     Distance      Geod. Az  |
 KU2831|                                                           dddmmss.s |
 KU2831| KU2782 SEA BRIGHT                          APPROX. 1.6 KM 1680249.4 |
 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
 KU2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2831.See file dsdata.pdf to determine how the superseded data were derived.
 KU2831
 KU2831_MARKER: DE = TRAVERSE STATION DISK
 KU2831_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU3318 ***********************************************************************
 JU3318  DESIGNATION -  NORTH
 JU3318  PID         -  JU3318
 JU3318  STATE/COUNTY-  NJ/GLOUCESTER
 JU3318  COUNTRY     -  US
 JU3318  USGS QUAD   -  MARCUS HOOK (2019)
 JU3318
 JU3318                         *CURRENT SURVEY CONTROL
 JU3318  ______________________________________________________________________
 JU3318* NAD 83(1996) POSITION- 39 46 54.02004(N) 075 26 19.84658(W)   ADJUSTED
 JU3318* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3318  ______________________________________________________________________
 JU3318  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 JU3318  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3318.GEOID18 height accuracy estimate available here.
 JU3318
 JU3318.Click photographs - Photos may exist for this station.
 JU3318
 JU3318.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3318
 JU3318. The following values were computed from the NAD 83(1996) position.
 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;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!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:UTM  18      -  MARCUS                                   022 22 46.9
 JU3318
 JU3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6242103617(NAD 83)
 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
 JU3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3318.See file dsdata.pdf to determine how the superseded data were derived.
 JU3318
 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 = JULY 24, 2026 22:12:30 EDT
 KV4059 ***********************************************************************
 KV4059  DESIGNATION -  NORTH BERGEN ARMOUR SOAP TANK
 KV4059  PID         -  KV4059
 KV4059  STATE/COUNTY-  NJ/HUDSON
 KV4059  COUNTRY     -  US
 KV4059  USGS QUAD   -  WEEHAWKEN (2016)
 KV4059
 KV4059                         *CURRENT SURVEY CONTROL
 KV4059  ______________________________________________________________________
 KV4059* NAD 83(1996) POSITION- 40 48 37.77576(N) 074 01 28.46235(W)   ADJUSTED
 KV4059  ______________________________________________________________________
 KV4059  GEOID HEIGHT    -        -31.824 (meters)                     GEOID18
 KV4059  LAPLACE CORR    -          8.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4059.GEOID18 height accuracy estimate available here.
 KV4059
 KV4059.Click photographs - Photos may exist for this station.
 KV4059
 KV4059.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4059
 KV4059. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8227018178(NAD 83)
 KV4059
 KV4059                          SUPERSEDED SURVEY CONTROL
 KV4059
 KV4059  NAD 83(1996)-  40 48 37.77562(N)    074 01 28.46248(W) AD(       ) 3
 KV4059  NAD 83(1996)-  40 48 37.77442(N)    074 01 28.46406(W) AD(       ) 3
 KV4059  NAD 83(1992)-  40 48 37.77346(N)    074 01 28.46496(W) AD(       ) 3
 KV4059  NAD 83(1986)-  40 48 37.77723(N)    074 01 28.45922(W) AD(       ) 3
 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
 KV4059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4059.See file dsdata.pdf to determine how the superseded data were derived.
 KV4059
 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 = JULY 24, 2026 22:12:30 EDT
 KV4076 ***********************************************************************
 KV4076  DESIGNATION -  NORTH BERGEN ARMOUR SOAP CHIM
 KV4076  PID         -  KV4076
 KV4076  STATE/COUNTY-  NJ/HUDSON
 KV4076  COUNTRY     -  US
 KV4076  USGS QUAD   -  WEEHAWKEN (2016)
 KV4076
 KV4076                         *CURRENT SURVEY CONTROL
 KV4076  ______________________________________________________________________
 KV4076* NAD 83(1996) POSITION- 40 48 39.63505(N) 074 01 29.44774(W)   ADJUSTED
 KV4076  ______________________________________________________________________
 KV4076  GEOID HEIGHT    -        -31.825 (meters)                     GEOID18
 KV4076  LAPLACE CORR    -          8.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4076.GEOID18 height accuracy estimate available here.
 KV4076
 KV4076.Click photographs - Photos may exist for this station.
 KV4076
 KV4076.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4076
 KV4076. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8224618235(NAD 83)
 KV4076
 KV4076                          SUPERSEDED SURVEY CONTROL
 KV4076
 KV4076  NAD 83(1996)-  40 48 39.63492(N)    074 01 29.44787(W) AD(       ) 3
 KV4076  NAD 83(1996)-  40 48 39.63370(N)    074 01 29.44949(W) AD(       ) 3
 KV4076  NAD 83(1992)-  40 48 39.63277(N)    074 01 29.45037(W) AD(       ) 3
 KV4076  NAD 83(1986)-  40 48 39.63667(N)    074 01 29.44486(W) AD(       ) 3
 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
 KV4076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4076.See file dsdata.pdf to determine how the superseded data were derived.
 KV4076
 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 = JULY 24, 2026 22:12:30 EDT
 KV4069 ***********************************************************************
 KV4069  DESIGNATION -  NORTH BERGEN NYC RR SHOPS CHIM
 KV4069  PID         -  KV4069
 KV4069  STATE/COUNTY-  NJ/HUDSON
 KV4069  COUNTRY     -  US
 KV4069  USGS QUAD   -  WEEHAWKEN (2016)
 KV4069
 KV4069                         *CURRENT SURVEY CONTROL
 KV4069  ______________________________________________________________________
 KV4069* NAD 83(1996) POSITION- 40 47 55.98804(N) 074 01 26.11994(W)   ADJUSTED
 KV4069  ______________________________________________________________________
 KV4069  GEOID HEIGHT    -        -31.827 (meters)                     GEOID18
 KV4069  LAPLACE CORR    -          8.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4069.GEOID18 height accuracy estimate available here.
 KV4069
 KV4069.Click photographs - Photos may exist for this station.
 KV4069
 KV4069.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4069
 KV4069. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8233916890(NAD 83)
 KV4069
 KV4069                          SUPERSEDED SURVEY CONTROL
 KV4069
 KV4069  NAD 83(1996)-  40 47 55.98793(N)    074 01 26.12009(W) AD(       ) 3
 KV4069  NAD 83(1996)-  40 47 55.98683(N)    074 01 26.12184(W) AD(       ) 3
 KV4069  NAD 83(1992)-  40 47 55.98587(N)    074 01 26.12253(W) AD(       ) 3
 KV4069  NAD 83(1986)-  40 47 55.98893(N)    074 01 26.11752(W) AD(       ) 3
 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
 KV4069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4069.See file dsdata.pdf to determine how the superseded data were derived.
 KV4069
 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 = JULY 24, 2026 22:12:30 EDT
 KV4081 ***********************************************************************
 KV4081  DESIGNATION -  NORTH BERGEN WATER CO CHIMNEY
 KV4081  PID         -  KV4081
 KV4081  STATE/COUNTY-  NJ/HUDSON
 KV4081  COUNTRY     -  US
 KV4081  USGS QUAD   -  WEEHAWKEN (2016)
 KV4081
 KV4081                         *CURRENT SURVEY CONTROL
 KV4081  ______________________________________________________________________
 KV4081* NAD 83(1996) POSITION- 40 47 36.74362(N) 074 01 35.75780(W)   ADJUSTED
 KV4081  ______________________________________________________________________
 KV4081  GEOID HEIGHT    -        -31.840 (meters)                     GEOID18
 KV4081  LAPLACE CORR    -          7.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4081.GEOID18 height accuracy estimate available here.
 KV4081
 KV4081.Click photographs - Photos may exist for this station.
 KV4081
 KV4081.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4081
 KV4081. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8211916294(NAD 83)
 KV4081
 KV4081                          SUPERSEDED SURVEY CONTROL
 KV4081
 KV4081  NAD 83(1996)-  40 47 36.74352(N)    074 01 35.75796(W) AD(       ) 3
 KV4081  NAD 83(1996)-  40 47 36.74249(N)    074 01 35.75973(W) AD(       ) 3
 KV4081  NAD 83(1992)-  40 47 36.74149(N)    074 01 35.76041(W) AD(       ) 3
 KV4081  NAD 83(1986)-  40 47 36.74433(N)    074 01 35.75586(W) AD(       ) 3
 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
 KV4081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4081.See file dsdata.pdf to determine how the superseded data were derived.
 KV4081
 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 = JULY 24, 2026 22:12:30 EDT
 JU2880 ***********************************************************************
 JU2880  DESIGNATION -  NORTH ELECTRIC TOWER
 JU2880  PID         -  JU2880
 JU2880  STATE/COUNTY-  NJ/ATLANTIC
 JU2880  COUNTRY     -  US
 JU2880  USGS QUAD   -  MARMORA (2019)
 JU2880
 JU2880                         *CURRENT SURVEY CONTROL
 JU2880  ______________________________________________________________________
 JU2880* NAD 83(1996) POSITION- 39 17 52.96435(N) 074 40 36.69103(W)   ADJUSTED
 JU2880  ______________________________________________________________________
 JU2880  GEOID HEIGHT    -        -34.445 (meters)                     GEOID18
 JU2880  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2880.GEOID18 height accuracy estimate available here.
 JU2880
 JU2880.Click photographs - Photos may exist for this station.
 JU2880
 JU2880.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2880
 JU2880. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2786349901(NAD 83)
 JU2880
 JU2880                          SUPERSEDED SURVEY CONTROL
 JU2880
 JU2880  NAD 83(1986)-  39 17 52.95046(N)    074 40 36.69282(W) AD(       ) 3
 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
 JU2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2880.See file dsdata.pdf to determine how the superseded data were derived.
 JU2880
 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 = JULY 24, 2026 22:12:30 EDT
 KV5032 ***********************************************************************
 KV5032  DESIGNATION -  NORTH GOOSENECK USE 1934
 KV5032  PID         -  KV5032
 KV5032  STATE/COUNTY-  NJ/MONMOUTH
 KV5032  COUNTRY     -  US
 KV5032  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5032
 KV5032                         *CURRENT SURVEY CONTROL
 KV5032  ______________________________________________________________________
 KV5032* NAD 83(1996) POSITION- 40 19 37.86219(N) 074 01 17.07992(W)   ADJUSTED
 KV5032* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 KV5032  ______________________________________________________________________
 KV5032  GEOID HEIGHT    -        -32.635 (meters)                     GEOID18
 KV5032  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5032.GEOID18 height accuracy estimate available here.
 KV5032
 KV5032.Click photographs - Photos may exist for this station.
 KV5032
 KV5032.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5032
 KV5032. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000329  x   0.99992035  =   0.99992364
 KV5032!UTM  18      -   1.00000329  x   0.99968507  =   0.99968836
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8313264531(NAD 83)
 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
 KV5032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5032.See file dsdata.pdf to determine how the superseded data were derived.
 KV5032
 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       USACE
 KV5032  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV5032
 KV5032                          STATION DESCRIPTION
 KV5032
 KV5032'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4180 ***********************************************************************
 KV4180  DESIGNATION -  NORTH ISLAND
 KV4180  PID         -  KV4180
 KV4180  STATE/COUNTY-  NJ/BERGEN
 KV4180  COUNTRY     -  US
 KV4180  USGS QUAD   -  ORANGE (2016)
 KV4180
 KV4180                         *CURRENT SURVEY CONTROL
 KV4180  ______________________________________________________________________
 KV4180* NAD 83(1996) POSITION- 40 48 18.66883(N) 074 08 20.89546(W)   ADJUSTED
 KV4180* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4180  ______________________________________________________________________
 KV4180  GEOID HEIGHT    -        -32.207 (meters)                     GEOID18
 KV4180  LAPLACE CORR    -          5.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4180.GEOID18 height accuracy estimate available here.
 KV4180
 KV4180.Click photographs - Photos may exist for this station.
 KV4180
 KV4180.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4180
 KV4180. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000495  x   0.99991141  =   0.99991635
 KV4180!SPC NY L     -   1.00000495  x   0.99999521  =   1.00000016
 KV4180!UTM  18      -   1.00000495  x   0.99966490  =   0.99966984
 KV4180
 KV4180:                Primary Azimuth Mark                     Grid Az
 KV4180:SPC NJ       -  DANCE                                    012 40 44.7
 KV4180:SPC NY L     -  DANCE                                    013 00 21.3
 KV4180:UTM  18      -  DANCE                                    012 21 08.4
 KV4180
 KV4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7261317487(NAD 83)
 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  USSD        -  40 48 18.68800(N)    074 08 22.25800(W) AD(       ) 3
 KV4180
 KV4180.Superseded values are not recommended for survey control.
 KV4180
 KV4180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4180.See file dsdata.pdf to determine how the superseded data were derived.
 KV4180
 KV4180_MARKER: DS = TRIANGULATION STATION DISK
 KV4180_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4180_MARK LOGO: CGS
 KV4180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5476 ***********************************************************************
 KV5476  DESIGNATION -  NORTH NEW BRUNSWICK TWP TANK
 KV5476  PID         -  KV5476
 KV5476  STATE/COUNTY-  NJ/MIDDLESEX
 KV5476  COUNTRY     -  US
 KV5476  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5476
 KV5476                         *CURRENT SURVEY CONTROL
 KV5476  ______________________________________________________________________
 KV5476* NAD 83(1996) POSITION- 40 28 15.38638(N) 074 27 35.85648(W)   ADJUSTED
 KV5476  ______________________________________________________________________
 KV5476  GEOID HEIGHT    -        -32.931 (meters)                     GEOID18
 KV5476  LAPLACE CORR    -          5.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5476.GEOID18 height accuracy estimate available here.
 KV5476
 KV5476.Click photographs - Photos may exist for this station.
 KV5476
 KV5476.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5476
 KV5476. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4577980169(NAD 83)
 KV5476
 KV5476                          SUPERSEDED SURVEY CONTROL
 KV5476
 KV5476  NAD 83(1996)-  40 28 15.38652(N)    074 27 35.85800(W) AD(       ) 3
 KV5476  NAD 83(1986)-  40 28 15.38792(N)    074 27 35.85919(W) AD(       ) 3
 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
 KV5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5476.See file dsdata.pdf to determine how the superseded data were derived.
 KV5476
 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 = JULY 24, 2026 22:12:30 EDT
 JU2957 ***********************************************************************
 JU2957  DESIGNATION -  NORTH WILDWOOD
 JU2957  PID         -  JU2957
 JU2957  STATE/COUNTY-  NJ/CAPE MAY
 JU2957  COUNTRY     -  US
 JU2957  USGS QUAD   -  STONE HARBOR (2019)
 JU2957
 JU2957                         *CURRENT SURVEY CONTROL
 JU2957  ______________________________________________________________________
 JU2957* NAD 83(2011) POSITION- 39 00 25.33829(N) 074 47 28.94656(W)   ADJUSTED
 JU2957* NAD 83(2011) ELLIP HT-   -33.913 (meters)        (06/27/12)   ADJUSTED
 JU2957* NAD 83(2011) EPOCH   -  2010.00
 JU2957* NAVD 88 ORTHO HEIGHT -     1.5   (meters)        5.    (feet) GPS OBS
 JU2957  ______________________________________________________________________
 JU2957  NAVD 88 orthometric height was determined with an earlier geoid model
 JU2957  GEOID HEIGHT    -        -35.452 (meters)                     GEOID18
 JU2957  NAD 83(2011) X  -  1,301,915.876 (meters)                     COMP
 JU2957  NAD 83(2011) Y  - -4,788,996.800 (meters)                     COMP
 JU2957  NAD 83(2011) Z  -  3,992,902.888 (meters)                     COMP
 JU2957  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 JU2957
 JU2957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2957  Standards:
 JU2957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2957  -------------------------------------------------------------------
 JU2957  NETWORK    0.74   1.25           0.32   0.28   0.64      0.20624177
 JU2957  -------------------------------------------------------------------
 JU2957  Click here for local accuracies and other accuracy information.
 JU2957
 JU2957.The horizontal coordinates were established by GPS observations
 JU2957.and adjusted by the National Geodetic Survey in June 2012.
 JU2957
 JU2957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2957.been affixed to the stable North American tectonic plate. See 
 JU2957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2957
 JU2957.The horizontal coordinates are valid at the epoch date displayed above
 JU2957.which is a decimal equivalence of Year/Month/Day.
 JU2957
 JU2957.The orthometric height was determined by GPS observations and a
 JU2957.high-resolution geoid model.
 JU2957
 JU2957.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2957.GEOID18 height accuracy estimate available here.
 JU2957
 JU2957.Click photographs - Photos may exist for this station.
 JU2957
 JU2957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2957
 JU2957.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2957
 JU2957.The ellipsoidal height was determined by GPS observations
 JU2957.and is referenced to NAD 83.
 JU2957
 JU2957. The following values were computed from the NAD 83(2011) position.
 JU2957
 JU2957;                    North         East     Units Scale Factor Converg.
 JU2957;SPC NJ       -    19,322.148   124,764.316   MT  0.99990784   -0 11 00.2
 JU2957;SPC NJ       -    63,392.75    409,330.93   sFT  0.99990784   -0 11 00.2
 JU2957;UTM  18      - 4,317,578.343   518,063.506   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  =   0.99960934
 JU2957
 JU2957:                Primary Azimuth Mark                     Grid Az
 JU2957:SPC NJ       -  NORTH WILDWOOD RM 2 AZ MK                314 23 01.8
 JU2957:UTM  18      -  NORTH WILDWOOD RM 2 AZ MK                314 04 08.9
 JU2957
 JU2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1806317578(NAD 83)
 JU2957
 JU2957|---------------------------------------------------------------------|
 JU2957| PID    Reference Object                     Distance      Geod. Az  |
 JU2957|                                                           dddmmss.s |
 JU2957| JU2960 STONE HARBOR STANDPIPE              APPROX. 5.9 KM 0283659.9 |
 JU2957| CB2353 NORTH WILDWOOD RM 1                  47.445 METERS 19504     |
 JU2957| JU2956 HEREFORD INLET LIGHTHOUSE            30.405 METERS 20848     |
 JU2957| HU1277 CAPE MAY CG ELECTRONICS MAST 1      APPROX. 9.1 KM 2254647.5 |
 JU2957| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 5.5 KM 2282859.0 |
 JU2957| HU1263 WILDWOOD STANDPIPE                  APPROX. 2.5 KM 2295854.6 |
 JU2957| JU2953 NORTH WILDWOOD STANDPIPE            APPROX. 0.5 KM 2441052.7 |
 JU2957| JU2954 NORTH WILDWOOD NORTH STANDPIPE      493.380 METERS 2444939.9 |
 JU2957| CB2355 NORTH WILDWOOD RM 4                  50.627 METERS 30232     |
 JU2957| AI8796 NORTH WILDWOOD RM 2 AZ MK                          3141201.6 |
 JU2957| CB2354 NORTH WILDWOOD RM 3                  37.582 METERS 31608     |
 JU2957|---------------------------------------------------------------------|
 JU2957
 JU2957                          SUPERSEDED SURVEY CONTROL
 JU2957
 JU2957  NAD 83(2007)-  39 00 25.33859(N)    074 47 28.94730(W) AD(2002.00) 0
 JU2957  ELLIP H (02/10/07)  -33.898  (m)                       GP(2002.00)    
 JU2957  ELLIP H (10/23/02)  -33.879  (m)                       GP(       ) 4 1
 JU2957  NAD 83(1996)-  39 00 25.33856(N)    074 47 28.94703(W) AD(       ) 1
 JU2957  ELLIP H (05/14/99)  -33.889  (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)  -33.967  (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
 JU2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2957.See file dsdata.pdf to determine how the superseded data were derived.
 JU2957
 JU2957_MARKER: DS = TRIANGULATION STATION DISK
 JU2957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 JU2957
 JU2957                          STATION RECOVERY (2007)
 JU2957
 JU2957'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 JU2957'STATION RECOVERED IN GOOD CONDITION.
 JU2957'
 JU2957'RM 1 WAS NOT SEARCHED FOR.
 JU2957'
 JU2957'RM 2 AZ MK WAS RECOVERED IN GOOD CONDITION.
 JU2957'
 JU2957'RM 3 AND RM 4 WERE NOT FOUND.
 JU2957'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2954 ***********************************************************************
 JU2954  DESIGNATION -  NORTH WILDWOOD NORTH STANDPIPE
 JU2954  PID         -  JU2954
 JU2954  STATE/COUNTY-  NJ/CAPE MAY
 JU2954  COUNTRY     -  US
 JU2954  USGS QUAD   -  STONE HARBOR (2019)
 JU2954
 JU2954                         *CURRENT SURVEY CONTROL
 JU2954  ______________________________________________________________________
 JU2954* NAD 83(1996) POSITION- 39 00 18.53342(N) 074 47 47.50518(W)   ADJUSTED
 JU2954  ______________________________________________________________________
 JU2954  GEOID HEIGHT    -        -35.453 (meters)                     GEOID18
 JU2954  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2954.GEOID18 height accuracy estimate available here.
 JU2954
 JU2954.Click photographs - Photos may exist for this station.
 JU2954
 JU2954.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2954
 JU2954. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1761717367(NAD 83)
 JU2954
 JU2954                          SUPERSEDED SURVEY CONTROL
 JU2954
 JU2954  NAD 83(1991)-  39 00 18.51358(N)    074 47 47.50992(W) AD(       ) 3
 JU2954  NAD 83(1986)-  39 00 18.51035(N)    074 47 47.50991(W) AD(       ) 3
 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
 JU2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2954.See file dsdata.pdf to determine how the superseded data were derived.
 JU2954
 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  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 JU2954
 JU2954                          STATION RECOVERY (2007)
 JU2954
 JU2954'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 JU2954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI8796 ***********************************************************************
 AI8796  DESIGNATION -  NORTH WILDWOOD RM 2 AZ MK
 AI8796  PID         -  AI8796
 AI8796  STATE/COUNTY-  NJ/CAPE MAY
 AI8796  COUNTRY     -  US
 AI8796  USGS QUAD   -  STONE HARBOR (2019)
 AI8796
 AI8796                         *CURRENT SURVEY CONTROL
 AI8796  ______________________________________________________________________
 AI8796* NAD 83(1986) POSITION- 39 00 42.     (N) 074 47 28.     (W)   SCALED
 AI8796* NAVD 88 ORTHO HEIGHT -     1.072 (meters)        3.52  (feet) ADJUSTED
 AI8796  ______________________________________________________________________
 AI8796  GEOID HEIGHT    -        -35.439 (meters)                     GEOID18
 AI8796  DYNAMIC HEIGHT  -          1.071 (meters)        3.51  (feet) COMP
 AI8796  MODELED GRAVITY -    980,053.4   (mgal)                       NAVD 88
 AI8796
 AI8796  VERT ORDER      -  FIRST     CLASS II
 AI8796
 AI8796.The horizontal coordinates were scaled from a map and have
 AI8796.an estimated accuracy of +/- 6 seconds.
 AI8796
 AI8796.The orthometric height was determined by differential leveling and
 AI8796.adjusted by the NATIONAL GEODETIC SURVEY
 AI8796.in March 2001.
 AI8796
 AI8796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8796.GEOID18 height accuracy estimate available here.
 AI8796
 AI8796.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ180180(NAD 83)
 AI8796
 AI8796                          SUPERSEDED SURVEY CONTROL
 AI8796
 AI8796.No superseded survey control is available for this station.
 AI8796
 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 - October 07, 2007
 AI8796
 AI8796  HISTORY     - Date     Condition        Report By
 AI8796  HISTORY     - 1932     MONUMENTED       CGS
 AI8796  HISTORY     - 19980914 GOOD             NJGS
 AI8796  HISTORY     - 20071007 GOOD             GEOCAC
 AI8796  HISTORY     - 20100529 GOOD             INDIV
 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.
 AI8796
 AI8796                          STATION RECOVERY (2007)
 AI8796
 AI8796'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 AI8796'HH2 CORDINATES - N 39 00 40.98, W 74 47 49.68
 AI8796
 AI8796                          STATION RECOVERY (2010)
 AI8796
 AI8796'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JMD)
 AI8796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4720 ***********************************************************************
 KV4720  DESIGNATION -  NUCOA BUTTER CO STACK
 KV4720  PID         -  KV4720
 KV4720  STATE/COUNTY-  NJ/HUDSON
 KV4720  COUNTRY     -  US
 KV4720  USGS QUAD   -  ELIZABETH (2016)
 KV4720
 KV4720                         *CURRENT SURVEY CONTROL
 KV4720  ______________________________________________________________________
 KV4720* NAD 83(1996) POSITION- 40 39 07.81150(N) 074 08 24.67705(W)   ADJUSTED
 KV4720  ______________________________________________________________________
 KV4720  GEOID HEIGHT    -        -32.237 (meters)                     GEOID18
 KV4720  LAPLACE CORR    -          5.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4720.GEOID18 height accuracy estimate available here.
 KV4720
 KV4720.Click photographs - Photos may exist for this station.
 KV4720
 KV4720.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4720
 KV4720. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7269000501(NAD 83)
 KV4720
 KV4720                          SUPERSEDED SURVEY CONTROL
 KV4720
 KV4720  NAD 83(1996)-  40 39 07.81149(N)    074 08 24.67706(W) AD(       ) 3
 KV4720  NAD 83(1986)-  40 39 07.81032(N)    074 08 24.67692(W) AD(       ) 3
 KV4720  NAD 27      -  40 39 07.42600(N)    074 08 26.16600(W) AD(       ) 3
 KV4720  USSD        -  40 39 07.80500(N)    074 08 26.05800(W) AD(       ) 3
 KV4720
 KV4720.Superseded values are not recommended for survey control.
 KV4720
 KV4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4720.See file dsdata.pdf to determine how the superseded data were derived.
 KV4720
 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 = JULY 24, 2026 22:12:30 EDT
 JU2541 ***********************************************************************
 JU2541  DESIGNATION -  NUKLEAR
 JU2541  PID         -  JU2541
 JU2541  STATE/COUNTY-  NJ/SALEM
 JU2541  COUNTRY     -  US
 JU2541  USGS QUAD   -  DELAWARE CITY (2016)
 JU2541
 JU2541                         *CURRENT SURVEY CONTROL
 JU2541  ______________________________________________________________________
 JU2541* NAD 83(1991) POSITION- 39 30 04.96860(N) 075 32 25.48202(W)   NO CHECK
 JU2541* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) VERTCON3
 JU2541  ______________________________________________________________________
 JU2541  GEOID HEIGHT    -        -33.620 (meters)                     GEOID18
 JU2541  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 JU2541  HORZ ORDER      -  THIRD
 JU2541
 JU2541.The horizontal coordinates were established by classical geodetic methods
 JU2541.and adjusted by the National Geodetic Survey in January 1992.
 JU2541
 JU2541.No horizontal observational check was made to the station.
 JU2541
 JU2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2541
 JU2541.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2541.GEOID18 height accuracy estimate available here.
 JU2541
 JU2541.Click photographs - Photos may exist for this station.
 JU2541
 JU2541.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2541
 JU2541. The following values were computed from the NAD 83(1991) position.
 JU2541
 JU2541;                    North         East     Units Scale Factor Converg.
 JU2541;SPC NJ       -    74,675.065    60,520.404   MT  0.99999855   -0 39 42.6
 JU2541;SPC NJ       -   244,996.44    198,557.36   sFT  0.99999855   -0 39 42.6
 JU2541;UTM  18      - 4,372,557.063   453,536.723   MT  0.99962658   -0 20 37.5
 JU2541
 JU2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2541!SPC NJ       -   1.00000429  x   0.99999855  =   1.00000284
 JU2541!UTM  18      -   1.00000429  x   0.99962658  =   0.99963086
 JU2541
 JU2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5353672557(NAD 83)
 JU2541
 JU2541                          SUPERSEDED SURVEY CONTROL
 JU2541
 JU2541  NAD 83(1986)-  39 30 04.96073(N)    075 32 25.49087(W) AD(       ) 3
 JU2541  NGVD 29 (06/08/88)    7.     (m)           23.     (f) VERT ANG       
 JU2541
 JU2541.Superseded values are not recommended for survey control.
 JU2541
 JU2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2541.See file dsdata.pdf to determine how the superseded data were derived.
 JU2541
 JU2541_MARKER: DD = SURVEY DISK
 JU2541_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JU2541+WITH SETTING: INFORMATION.
 JU2541_STAMPING: NUKLEAR 1983
 JU2541_MARK LOGO: NOS
 JU2541_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU2541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2541+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1986
 JU2541
 JU2541  HISTORY     - Date     Condition        Report By
 JU2541  HISTORY     - 1983     MONUMENTED       NOS
 JU2541  HISTORY     - 1984     GOOD             NOS
 JU2541  HISTORY     - 19861016 GOOD             NOS
 JU2541
 JU2541                          STATION DESCRIPTION
 JU2541
 JU2541'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 JU2541'THE STATION IS LOCATED ON THE EASTERN SHORE OF DELAWARE RIVER
 JU2541'ON A DIKE AT THE NORTHERN END OF ARTIFICIAL ISLAND.
 JU2541'
 JU2541'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT SOUTH
 JU2541'10.5 KM (6.5 MILES) TO THE NORTHERN END OF ARTIFICIAL
 JU2541'ISLAND AND THE STATION.
 JU2541'
 JU2541'THE STATION IS A STANDARD NOS DISK
 JU2541'STAMPED---NUKLEAR 1983---,
 JU2541'SET ONTO THE TOP OF A METAL ROD DRIVEN INTO THE GROUND.
 JU2541'IT IS LOCATED
 JU2541'164 METERS (50 FT) EAST FROM THE NORTHWEST CORNER OF THE DIKE.
 JU2541'
 JU2541'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 METERS.
 JU2541
 JU2541                          STATION RECOVERY (1984)
 JU2541
 JU2541'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 JU2541'RECOVERED IN GOOD CONDITION.
 JU2541
 JU2541                          STATION RECOVERY (1986)
 JU2541
 JU2541'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 JU2541'THE STATION IS LOCATED ON THE EASTERN SHORE OF DELAWARE RIVER ON A
 JU2541'DIKE AT THE NORTHERN END OF ARTIFICIAL ISLAND.
 JU2541'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT S 10.5
 JU2541'KM (6.50 MI) TO THE NORTHERN END OF ARTIFICIAL ISLAND AND THE STATION.
 JU2541'THE STATION IS A STANDARD NOS DISK SET ONTO THE TOP OF A METAL ROD
 JU2541'DRIVEN INTO THE GROUND.  IS IS LOCATED 15.24 M (50.0 FT) E FROM THE NW
 JU2541'CORNER OF THE DIKE.
 JU2541'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 M (5.2 FT) .
 JU2541'DESCRIBED BY J. DANIEL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4171 ***********************************************************************
 KV4171  DESIGNATION -  NUTLEY
 KV4171  PID         -  KV4171
 KV4171  STATE/COUNTY-  NJ/ESSEX
 KV4171  COUNTRY     -  US
 KV4171  USGS QUAD   -  ORANGE (2016)
 KV4171
 KV4171                         *CURRENT SURVEY CONTROL
 KV4171  ______________________________________________________________________
 KV4171* NAD 83(1996) POSITION- 40 49 05.70206(N) 074 08 13.67540(W)   ADJUSTED
 KV4171* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4171  ______________________________________________________________________
 KV4171  GEOID HEIGHT    -        -32.197 (meters)                     GEOID18
 KV4171  LAPLACE CORR    -          5.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4171.GEOID18 height accuracy estimate available here.
 KV4171
 KV4171.Click photographs - Photos may exist for this station.
 KV4171
 KV4171.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4171
 KV4171. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7276718939(NAD 83)
 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  USSD        -  40 49 05.72300(N)    074 08 15.03600(W) AD(       ) 3
 KV4171
 KV4171.Superseded values are not recommended for survey control.
 KV4171
 KV4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4171.See file dsdata.pdf to determine how the superseded data were derived.
 KV4171
 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 = JULY 24, 2026 22:12:30 EDT
 KV4195 ***********************************************************************
 KV4195  DESIGNATION -  NUTLEY GRACE CHURCH SPIRE
 KV4195  PID         -  KV4195
 KV4195  STATE/COUNTY-  NJ/ESSEX
 KV4195  COUNTRY     -  US
 KV4195  USGS QUAD   -  ORANGE (2016)
 KV4195
 KV4195                         *CURRENT SURVEY CONTROL
 KV4195  ______________________________________________________________________
 KV4195* NAD 83(1996) POSITION- 40 49 09.39258(N) 074 08 49.31371(W)   ADJUSTED
 KV4195  ______________________________________________________________________
 KV4195  GEOID HEIGHT    -        -32.224 (meters)                     GEOID18
 KV4195  LAPLACE CORR    -          5.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4195.GEOID18 height accuracy estimate available here.
 KV4195
 KV4195.Click photographs - Photos may exist for this station.
 KV4195
 KV4195.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4195
 KV4195. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7193119045(NAD 83)
 KV4195
 KV4195                          SUPERSEDED SURVEY CONTROL
 KV4195
 KV4195  NAD 83(1996)-  40 49 09.39233(N)    074 08 49.31384(W) AD(       ) 3
 KV4195  NAD 83(1986)-  40 49 09.38561(N)    074 08 49.31617(W) AD(       ) 3
 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
 KV4195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4195.See file dsdata.pdf to determine how the superseded data were derived.
 KV4195
 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 = JULY 24, 2026 22:12:30 EDT
 JU2859 ***********************************************************************
 JU2859  DESIGNATION -  NW BRIDGE TENDERS HOUSE
 JU2859  PID         -  JU2859
 JU2859  STATE/COUNTY-  NJ/ATLANTIC
 JU2859  COUNTRY     -  US
 JU2859  USGS QUAD   -  OCEAN CITY (2019)
 JU2859
 JU2859                         *CURRENT SURVEY CONTROL
 JU2859  ______________________________________________________________________
 JU2859* NAD 83(1996) POSITION- 39 17 56.54652(N) 074 33 24.96715(W)   ADJUSTED
 JU2859  ______________________________________________________________________
 JU2859  GEOID HEIGHT    -        -34.556 (meters)                     GEOID18
 JU2859  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2859.GEOID18 height accuracy estimate available here.
 JU2859
 JU2859.Click photographs - Photos may exist for this station.
 JU2859
 JU2859.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2859
 JU2859. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3820350055(NAD 83)
 JU2859
 JU2859                          SUPERSEDED SURVEY CONTROL
 JU2859
 JU2859  NAD 83(1986)-  39 17 56.53216(N)    074 33 24.96308(W) AD(       ) 3
 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
 JU2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2859.See file dsdata.pdf to determine how the superseded data were derived.
 JU2859
 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 = JULY 24, 2026 22:12:30 EDT
 JU0644 ***********************************************************************
 JU0644  DESIGNATION -  NX 9
 JU0644  PID         -  JU0644
 JU0644  STATE/COUNTY-  NJ/SALEM
 JU0644  COUNTRY     -  US
 JU0644  USGS QUAD   -  SALEM (2019)
 JU0644
 JU0644                         *CURRENT SURVEY CONTROL
 JU0644  ______________________________________________________________________
 JU0644* NAD 83(1986) POSITION- 39 31 47.     (N) 075 22 35.     (W)   SCALED
 JU0644* NAVD 88 ORTHO HEIGHT -    35.940 (meters)      117.91  (feet) ADJUSTED
 JU0644  ______________________________________________________________________
 JU0644  GEOID HEIGHT    -        -33.663 (meters)                     GEOID18
 JU0644  DYNAMIC HEIGHT  -         35.922 (meters)      117.85  (feet) COMP
 JU0644  MODELED GRAVITY -    980,112.1   (mgal)                       NAVD 88
 JU0644
 JU0644  VERT ORDER      -  FIRST     CLASS II
 JU0644
 JU0644.The horizontal coordinates were scaled from a map and have
 JU0644.an estimated accuracy of +/- 6 seconds.
 JU0644
 JU0644.The orthometric height was determined by differential leveling and
 JU0644.adjusted by the NATIONAL GEODETIC SURVEY
 JU0644.in June 1991.
 JU0644
 JU0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0644.GEOID18 height accuracy estimate available here.
 JU0644
 JU0644.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ676756(NAD 83)
 JU0644
 JU0644                          SUPERSEDED SURVEY CONTROL
 JU0644
 JU0644  NGVD 29 (11/26/84)   36.302  (m)          119.10   (f) ADJUSTED    1 2
 JU0644
 JU0644.Superseded values are not recommended for survey control.
 JU0644
 JU0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0644.See file dsdata.pdf to determine how the superseded data were derived.
 JU0644
 JU0644_MARKER: DB = BENCH MARK DISK
 JU0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0644_STAMPING: 119.101 NX 9 1930
 JU0644_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV6493 ***********************************************************************
 KV6493  DESIGNATION -  NY HBR KILL VAN KULL LT 16A
 KV6493  PID         -  KV6493
 KV6493  STATE/COUNTY-  NJ/UNION
 KV6493  COUNTRY     -  US
 KV6493  USGS QUAD   -  ELIZABETH (2016)
 KV6493
 KV6493                         *CURRENT SURVEY CONTROL
 KV6493  ______________________________________________________________________
 KV6493* NAD 83(1996) POSITION- 40 38 52.31204(N) 074 09 41.56678(W)   ADJUSTED
 KV6493* NAVD 88 ORTHO HEIGHT -     8.1   (meters)       27.    (feet) VERTCON3
 KV6493  ______________________________________________________________________
 KV6493  GEOID HEIGHT    -        -32.291 (meters)                     GEOID18
 KV6493  LAPLACE CORR    -          5.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6493.GEOID18 height accuracy estimate available here.
 KV6493
 KV6493.Click photographs - Photos may exist for this station.
 KV6493
 KV6493.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6493
 KV6493. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000379  x   0.99991008  =   0.99991387
 KV6493!SPC NY L     -   1.00000379  x   1.00000110  =   1.00000489
 KV6493!UTM  18      -   1.00000379  x   0.99966185  =   0.99966564
 KV6493
 KV6493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7088900005(NAD 83)
 KV6493
 KV6493                          SUPERSEDED SURVEY CONTROL
 KV6493
 KV6493  NAD 83(1986)-  40 38 52.31244(N)    074 09 41.56737(W) AD(       ) 3
 KV6493  NGVD 29 (09/24/91)    8.5    (m)           28.     (f) VERT ANG       
 KV6493
 KV6493.Superseded values are not recommended for survey control.
 KV6493
 KV6493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6493.See file dsdata.pdf to determine how the superseded data were derived.
 KV6493
 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 = JULY 24, 2026 22:12:30 EDT
 KV6494 ***********************************************************************
 KV6494  DESIGNATION -  NY HBR KILL VAN KULL LT 18
 KV6494  PID         -  KV6494
 KV6494  STATE/COUNTY-  NJ/UNION
 KV6494  COUNTRY     -  US
 KV6494  USGS QUAD   -  ELIZABETH (2016)
 KV6494
 KV6494                         *CURRENT SURVEY CONTROL
 KV6494  ______________________________________________________________________
 KV6494* NAD 83(1996) POSITION- 40 38 51.69335(N) 074 10 18.24045(W)   ADJUSTED
 KV6494* NAVD 88 ORTHO HEIGHT -     8.8   (meters)       29.    (feet) VERTCON3
 KV6494  ______________________________________________________________________
 KV6494  GEOID HEIGHT    -        -32.317 (meters)                     GEOID18
 KV6494  LAPLACE CORR    -          5.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6494.GEOID18 height accuracy estimate available here.
 KV6494
 KV6494.Click photographs - Photos may exist for this station.
 KV6494
 KV6494.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6494
 KV6494. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   1.00000368  x   0.99990948  =   0.99991316
 KV6494!SPC NY L     -   1.00000368  x   1.00000111  =   1.00000479
 KV6494!UTM  18      -   1.00000368  x   0.99966036  =   0.99966404
 KV6494
 KV6494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7002899978(NAD 83)
 KV6494
 KV6494                          SUPERSEDED SURVEY CONTROL
 KV6494
 KV6494  NAD 83(1986)-  40 38 51.69381(N)    074 10 18.24098(W) AD(       ) 3
 KV6494  NGVD 29 (09/24/91)    9.2    (m)           30.     (f) VERT ANG       
 KV6494
 KV6494.Superseded values are not recommended for survey control.
 KV6494
 KV6494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6494.See file dsdata.pdf to determine how the superseded data were derived.
 KV6494
 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 = JULY 24, 2026 22:12:30 EDT
 JU0551 ***********************************************************************
 JU0551  DESIGNATION -  O 3
 JU0551  PID         -  JU0551
 JU0551  STATE/COUNTY-  NJ/CAMDEN
 JU0551  COUNTRY     -  US
 JU0551  USGS QUAD   -  WILLIAMSTOWN (2019)
 JU0551
 JU0551                         *CURRENT SURVEY CONTROL
 JU0551  ______________________________________________________________________
 JU0551* NAD 83(1986) POSITION- 39 42 55.     (N) 074 54 01.     (W)   SCALED
 JU0551* NAVD 88 ORTHO HEIGHT -    37.588 (meters)      123.32  (feet) ADJUSTED
 JU0551  ______________________________________________________________________
 JU0551  GEOID HEIGHT    -        -33.228 (meters)                     GEOID18
 JU0551  DYNAMIC HEIGHT  -         37.570 (meters)      123.26  (feet) COMP
 JU0551  MODELED GRAVITY -    980,137.1   (mgal)                       NAVD 88
 JU0551
 JU0551  VERT ORDER      -  FIRST     CLASS I
 JU0551
 JU0551.The horizontal coordinates were scaled from a map and have
 JU0551.an estimated accuracy of +/- 6 seconds.
 JU0551
 JU0551.The orthometric height was determined by differential leveling and
 JU0551.adjusted by the NATIONAL GEODETIC SURVEY
 JU0551.in June 1991.
 JU0551
 JU0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0551.GEOID18 height accuracy estimate available here.
 JU0551
 JU0551.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ085961(NAD 83)
 JU0551
 JU0551                          SUPERSEDED SURVEY CONTROL
 JU0551
 JU0551  NGVD 29 (11/26/84)   37.951  (m)          124.51   (f) ADJUSTED    1 1
 JU0551
 JU0551.Superseded values are not recommended for survey control.
 JU0551
 JU0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0551.See file dsdata.pdf to determine how the superseded data were derived.
 JU0551
 JU0551_MARKER: DB = BENCH MARK DISK
 JU0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0551_STAMPING: O-3 1924
 JU0551_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV5065 ***********************************************************************
 KV5065  DESIGNATION -  OAKHURST BELL CO S RADIO TOWER
 KV5065  PID         -  KV5065
 KV5065  STATE/COUNTY-  NJ/MONMOUTH
 KV5065  COUNTRY     -  US
 KV5065  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5065
 KV5065                         *CURRENT SURVEY CONTROL
 KV5065  ______________________________________________________________________
 KV5065* NAD 83(1996) POSITION- 40 15 28.01145(N) 074 01 30.28213(W)   ADJUSTED
 KV5065  ______________________________________________________________________
 KV5065  GEOID HEIGHT    -        -32.741 (meters)                     GEOID18
 KV5065  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5065.GEOID18 height accuracy estimate available here.
 KV5065
 KV5065.Click photographs - Photos may exist for this station.
 KV5065
 KV5065.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5065
 KV5065. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8290556824(NAD 83)
 KV5065
 KV5065                          SUPERSEDED SURVEY CONTROL
 KV5065
 KV5065  NAD 83(1986)-  40 15 28.01027(N)    074 01 30.27803(W) AD(       ) 3
 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
 KV5065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5065.See file dsdata.pdf to determine how the superseded data were derived.
 KV5065
 KV5065_MARKER: 43 = RADIO/TV TOWER
 KV5065
 KV5065  HISTORY     - Date     Condition        Report By
 KV5065  HISTORY     - 1934     FIRST OBSERVED   CGS
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5062 ***********************************************************************
 KV5062  DESIGNATION -  OAKHURST BELL TEL MID RAD TWR
 KV5062  PID         -  KV5062
 KV5062  STATE/COUNTY-  NJ/MONMOUTH
 KV5062  COUNTRY     -  US
 KV5062  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5062
 KV5062                         *CURRENT SURVEY CONTROL
 KV5062  ______________________________________________________________________
 KV5062* NAD 83(1996) POSITION- 40 15 27.08656(N) 074 01 37.31155(W)   ADJUSTED
 KV5062  ______________________________________________________________________
 KV5062  GEOID HEIGHT    -        -32.739 (meters)                     GEOID18
 KV5062  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5062.GEOID18 height accuracy estimate available here.
 KV5062
 KV5062.Click photographs - Photos may exist for this station.
 KV5062
 KV5062.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5062
 KV5062. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8274056794(NAD 83)
 KV5062
 KV5062                          SUPERSEDED SURVEY CONTROL
 KV5062
 KV5062  NAD 83(1986)-  40 15 27.08540(N)    074 01 37.30736(W) AD(       ) 3
 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
 KV5062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5062.See file dsdata.pdf to determine how the superseded data were derived.
 KV5062
 KV5062_MARKER: 43 = RADIO/TV TOWER
 KV5062
 KV5062  HISTORY     - Date     Condition        Report By
 KV5062  HISTORY     - 1934     FIRST OBSERVED   CGS
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5047 ***********************************************************************
 KV5047  DESIGNATION -  OAKHURST STUCILE FARMS W GABLE
 KV5047  PID         -  KV5047
 KV5047  STATE/COUNTY-  NJ/MONMOUTH
 KV5047  COUNTRY     -  US
 KV5047  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5047
 KV5047                         *CURRENT SURVEY CONTROL
 KV5047  ______________________________________________________________________
 KV5047* NAD 83(1996) POSITION- 40 15 16.58469(N) 074 02 03.72755(W)   ADJUSTED
 KV5047  ______________________________________________________________________
 KV5047  GEOID HEIGHT    -        -32.731 (meters)                     GEOID18
 KV5047  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5047.GEOID18 height accuracy estimate available here.
 KV5047
 KV5047.Click photographs - Photos may exist for this station.
 KV5047
 KV5047.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5047
 KV5047. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8211956463(NAD 83)
 KV5047
 KV5047                          SUPERSEDED SURVEY CONTROL
 KV5047
 KV5047  NAD 83(1986)-  40 15 16.58366(N)    074 02 03.72331(W) AD(       ) 3
 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
 KV5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5047.See file dsdata.pdf to determine how the superseded data were derived.
 KV5047
 KV5047_MARKER: 81 = GABLE
 KV5047
 KV5047  HISTORY     - Date     Condition        Report By
 KV5047  HISTORY     - 1934     FIRST OBSERVED   CGS
 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5181 ***********************************************************************
 KV5181  DESIGNATION -  OAKHURST US ARMY TOWER
 KV5181  PID         -  KV5181
 KV5181  STATE/COUNTY-  NJ/MONMOUTH
 KV5181  COUNTRY     -  US
 KV5181  USGS QUAD   -  ASBURY PARK (2019)
 KV5181
 KV5181                         *CURRENT SURVEY CONTROL
 KV5181  ______________________________________________________________________
 KV5181* NAD 83(1996) POSITION- 40 14 21.32329(N) 074 02 31.26673(W)   ADJUSTED
 KV5181* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 KV5181  ______________________________________________________________________
 KV5181  GEOID HEIGHT    -        -32.748 (meters)                     GEOID18
 KV5181  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5181.GEOID18 height accuracy estimate available here.
 KV5181
 KV5181.Click photographs - Photos may exist for this station.
 KV5181
 KV5181.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5181
 KV5181. The following values were computed from the NAD 83(1996) position.
 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       -   0.99998089  x   0.99991869  =   0.99989958
 KV5181!UTM  18      -   0.99998089  x   0.99968174  =   0.99966263
 KV5181
 KV5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8148754752(NAD 83)
 KV5181
 KV5181                          SUPERSEDED SURVEY CONTROL
 KV5181
 KV5181  NAD 83(1986)-  40 14 21.32204(N)    074 02 31.26211(W) AD(       ) 3
 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
 KV5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5181.See file dsdata.pdf to determine how the superseded data were derived.
 KV5181
 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             NGS
 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 NATIONAL 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 = JULY 24, 2026 22:12:30 EDT
 KV5306 ***********************************************************************
 KV5306  DESIGNATION -  OBHONAN
 KV5306  PID         -  KV5306
 KV5306  STATE/COUNTY-  NJ/OCEAN
 KV5306  COUNTRY     -  US
 KV5306  USGS QUAD   -  LAKEHURST (2019)
 KV5306
 KV5306                         *CURRENT SURVEY CONTROL
 KV5306  ______________________________________________________________________
 KV5306* NAD 83(1996) POSITION- 40 02 36.82392(N) 074 20 30.99132(W)   ADJUSTED
 KV5306* NAVD 88 ORTHO HEIGHT -    35.    (meters)      115.    (feet) SCALED
 KV5306  ______________________________________________________________________
 KV5306  GEOID HEIGHT    -        -32.694 (meters)                     GEOID18
 KV5306  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5306.GEOID18 height accuracy estimate available here.
 KV5306
 KV5306.Click photographs - Photos may exist for this station.
 KV5306
 KV5306.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5306
 KV5306. The following values were computed from the NAD 83(1996) position.
 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       -  OBHONAN AZ MK                            163 09 48.5
 KV5306:UTM  18      -  OBHONAN AZ MK                            162 50 30.4
 KV5306
 KV5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5613632799(NAD 83)
 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                           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
 KV5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5306.See file dsdata.pdf to determine how the superseded data were derived.
 KV5306
 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 = JULY 24, 2026 22:12:30 EDT
 KV5172 ***********************************************************************
 KV5172  DESIGNATION -  OBSERVATORY 2
 KV5172  PID         -  KV5172
 KV5172  STATE/COUNTY-  NJ/MONMOUTH
 KV5172  COUNTRY     -  US
 KV5172  USGS QUAD   -  ASBURY PARK (2019)
 KV5172
 KV5172                         *CURRENT SURVEY CONTROL
 KV5172  ______________________________________________________________________
 KV5172* NAD 83(1996) POSITION- 40 13 29.51409(N) 074 03 11.80539(W)   ADJUSTED
 KV5172* NAVD 88 ORTHO HEIGHT -    49.    (meters)      161.    (feet) SCALED
 KV5172  ______________________________________________________________________
 KV5172  GEOID HEIGHT    -        -32.758 (meters)                     GEOID18
 KV5172  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5172.GEOID18 height accuracy estimate available here.
 KV5172
 KV5172.Click photographs - Photos may exist for this station.
 KV5172
 KV5172.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5172
 KV5172. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999751  x   0.99991779  =   0.99991530
 KV5172!UTM  18      -   0.99999751  x   0.99967986  =   0.99967737
 KV5172
 KV5172:                Primary Azimuth Mark                     Grid Az
 KV5172:SPC NJ       -  ELECTRIC                                 102 56 12.4
 KV5172:UTM  18      -  ELECTRIC                                 102 36 49.9
 KV5172
 KV5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8054653145(NAD 83)
 KV5172
 KV5172|---------------------------------------------------------------------|
 KV5172| PID    Reference Object                     Distance      Geod. Az  |
 KV5172|                                                           dddmmss.s |
 KV5172| KV5122 ALLENHURST TANK                     APPROX. 4.0 KM 0732358.9 |
 KV5172| KU2748 MONTEREY HOTEL                      APPROX. 4.6 KM 0875122.7 |
 KV5172| KV5135 ELECTRIC                            APPROX. 3.8 KM 1031331.0 |
 KV5172| KV5142 BELMAR SILVER TANK                  APPROX. 3.8 KM 1323317.7 |
 KV5172| KV5145 AVON WATER TANK                     APPROX. 4.4 KM 1422920.2 |
 KV5172| KV5137 MONUMENT                            APPROX. 1.4 KM 1430557.4 |
 KV5172| KV5139 GREEN                               APPROX. 2.1 KM 1494246.7 |
 KV5172| KV5151 CROSS                               APPROX. 5.4 KM 1513017.2 |
 KV5172| KV5155 BELMAR STANDPIPE                    APPROX. 5.6 KM 1584132.0 |
 KV5172| KV5158 BELMAR STACK                        APPROX. 5.9 KM 1594057.8 |
 KV5172| KV5157 BELMAR TANK                         APPROX. 5.8 KM 1594906.7 |
 KV5172| KV5159 COMO                                APPROX. 8.2 KM 1605217.2 |
 KV5172| KV5187 SPRING LAKE PUMPING STATION TK      APPROX. 8.9 KM 1702829.6 |
 KV5172| KV6249 OBSERVATORY 2 AZ MK 2               APPROX. 0.6 KM 1702944.2 |
 KV5172| KV5185 SPRING LAKE HEIGHTS TANK            APPROX. 8.9 KM 1705002.2 |
 KV5172| CS4381 OBSERVATORY 2 RM 2                    7.521 METERS 23344     |
 KV5172| KV5133 CLUB TANK                           APPROX. 2.6 KM 2515647.2 |
 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  USSD        -  40 13 29.59800(N)    074 03 13.08500(W) AD(       ) 3
 KV5172
 KV5172.Superseded values are not recommended for survey control.
 KV5172
 KV5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5172.See file dsdata.pdf to determine how the superseded data were derived.
 KV5172
 KV5172_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5172_STAMPING: OBSERVATORY 2 1918 1984
 KV5172_MARK LOGO: NGS
 KV5172_PROJECTION: FLUSH
 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 OF
 KV5172'ASBURY AVENUE, ROUTE 66, AND WAYSIDE ROAD, GO SOUTH ON WAYSIDE ROAD
 KV5172'0.6 MILE TO INTERSECTION OF WEST BANGS AVENUE.  THEN GO EAST ON WEST
 KV5172'BANGS AVENUE 0.1 MILES TO POINT WHERE WEST BANGS AVENUE MAKES SHARP
 KV5172'RIGHT TURN.  AT THIS POINT, INSTEAD OF TURNING RIGHT WITH WEST BANGS
 KV5172'AVENUE, GO STRAIGHT AHEAD UP DIRT ROAD.  DIRT ROAD WINDS 0.3 MILES TO
 KV5172'HIGHEST GROUND AND ENDS AT MONUMENT ON EAST END OF HILL, ABOUT 350
 KV5172'FEET BEYOND NEW JERSEY 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.  THE STATION AND BOTH
 KV5172'REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AS
 KV5172'DESCRIBED WITH ONE EXCEPTION.  A LONGER DISTANCE OF 0.1 FT. WAS FOUND
 KV5172'TO REFERENCE MARK 2.  IT LOOKS LIKE A ERROR OF 0.1 FT. WAS MADE WHEN
 KV5172'THE FORMER DISTANCE TO REFERENCE MARK TWO WAS MADE.  A LONG LINE WAS
 KV5172'CLEARED THROUGH THE TIMBER WHICH ALLOWED A NEW AZIMUTH MARK TO BE
 KV5172'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, PROCEED WESTERLY
 KV5172'ALONG WEST BANGS AVE. FOR 1.6 KM KM1.0 MI) TO INTERSECTION WITH STATE
 KV5172'ROUTE 35, CONTINUE 2.2 KM KM1.4 MI TO HARD RIGHT CURVE, CONTINUE 0.24
 KV5172'KM 0.15 MI) TO HARD LEFT CURVE AND DIRT ROAD OFF TO RIGHT TAKE THIS
 KV5172'DIRT ROAD AND FOLLOW WINDING RD. 0.48 KM KM0.3 MI)TO THE TOP OF THE
 KV5172'HILL AND STATION. STATION IS IN APPROXIMATE CENTERLINE OF GRAVEL ROAD.
 KV5172'
 KV5172'THE STATION IS A STANDARD DISK STAMPED ---OBSERVATORY 2 1918 1984---
 KV5172'ET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FLUSH WITH
 KV5172'GROUND.
 KV5172'
 KV5172'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED
 KV5172'---OBSERVATORY 2 NO 2 1932---, SET INTO THE TOP OF A SQUARE CONCRETE
 KV5172'MONUMENT 30 CM ON SIDE FLUSH WITH GROUND.  LOCATED 0.3 METERS (1.0 FT)
 KV5172'SOUTH FROM A WITNESS POST AND 3.1 METERS (10.0 FT) SOUTH FROM THE
 KV5172'CENTER OF THE ROAD.  MARK IS LEVEL WITH THE STATION.
 KV5172'
 KV5172'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED
 KV5172'---OBSERVATORY 2 NO 3 1932---, SET INTO THE TOP OF A SQUARE CONCRETE
 KV5172'MONUMENT 30 CM ON SIDE PROJECTING 10 CM ABOVE GROUND.  LOCATED 0.3
 KV5172'METERS (1.0 FT) SOUTH FROM A WITNESS POST AND 5.3 METERS (17.5 FT)
 KV5172'NORTH FROM THE CENTER OF THE ROAD.  MARK IS LEVEL WITH THE STATION.
 KV5172'
 KV5172'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED
 KV5172'---OBSERVATORY 2 1918 NO 2 1984---, SET INTO THE TOP OF A ROUND
 KV5172'CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 8.4
 KV5172'METERS (27.6 FT) EAST FROM THE CENTER OF THE SOUTH BOUND LANE OF STATE
 KV5172'HIGHWAY 18, 9.4 METERS (31 FT) NORTH-NORTHWEST FROM THE NORTH ONE OF
 KV5172'TWO SUPPORT COLUMNS FOR A OVERHEAD BRIDGE, 40.2 METERS (132 FT)
 KV5172'SOUTHEAST FROM A DROP INLET ALONG THE WEST SIDE OF THE SOUTH BOUND
 KV5172'LANE OF STATE HIGHWAY 18 AND 3.5 METERS (11.5 FT) WEST FROM A
 KV5172'GUIDERAIL AND CARSONITE WITNESS POST.
 KV5172'
 KV5172'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND 66, GO SOUTH
 KV5172'FOR 0.95 KM (0.6 MI) ON STATE HIGHWAY 18 TO THE STATION ON THE LEFT.
 KV5172'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 KV5172'---OBSERVATORY 2 1918 NO 2 1984---, SET INTO AN IRREGULAR MASS OF
 KV5172'CONCRETE 1.0 METERS BELOW THE SURFACE.
 KV5172'
 KV5172'DESCRIBED BY RALPH G POUST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6249 ***********************************************************************
 KV6249  DESIGNATION -  OBSERVATORY 2 AZ MK 2
 KV6249  PID         -  KV6249
 KV6249  STATE/COUNTY-  NJ/MONMOUTH
 KV6249  COUNTRY     -  US
 KV6249  USGS QUAD   -  ASBURY PARK (2019)
 KV6249
 KV6249                         *CURRENT SURVEY CONTROL
 KV6249  ______________________________________________________________________
 KV6249* NAD 83(1996) POSITION- 40 13 10.27015(N) 074 03 07.60249(W)   NO CHECK
 KV6249* NAVD 88 ORTHO HEIGHT -    21.    (meters)       69.    (feet) SCALED
 KV6249  ______________________________________________________________________
 KV6249  GEOID HEIGHT    -        -32.772 (meters)                     GEOID18
 KV6249  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC18
 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
 KV6249.No horizontal observational check was made to the station.
 KV6249
 KV6249.The orthometric height was scaled from a topographic map.
 KV6249
 KV6249.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6249.GEOID18 height accuracy estimate available here.
 KV6249
 KV6249.Click photographs - Photos may exist for this station.
 KV6249
 KV6249.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6249
 KV6249. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000188  x   0.99991788  =   0.99991976
 KV6249!UTM  18      -   1.00000188  x   0.99968007  =   0.99968195
 KV6249
 KV6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8065252553(NAD 83)
 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
 KV6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6249.See file dsdata.pdf to determine how the superseded data were derived.
 KV6249
 KV6249_MARKER: DR = REFERENCE MARK DISK
 KV6249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6249_STAMPING: OBSERVATORY 2 1918 NO 2 1984
 KV6249_MARK LOGO: NGS
 KV6249_PROJECTION: FLUSH
 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) SOUTHWEST OF LONG
 KV6249'BRANCH, 1.5 KM (1.0 MI) NORTH OF NEPTUNE CITY, 1.5 KM (1.0 MI)
 KV6249'SOUTHWEST OF WANAMASSA AND IN THE MEDIUM STRIP FOR 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 KM0.6 MI) TO THE
 KV6249'STATION ON THE LEFT.
 KV6249'
 KV6249'THE STATION IS A STANDARD NGS DISK STAMPED
 KV6249'---OBSERVATORY 2 1918 NO 2 1984---, SET INTO THE TOP OF A ROUND
 KV6249'CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 8.4
 KV6249'METERS (27.6 FT) EAST FROM THE CENTER OF THE SOUTH BOUND LANE OF STATE
 KV6249'HIGHWAY 18, 9.4 METERS (31 FT) NORTH-NORTHWEST FROM THE NORTH ONE OF
 KV6249'TWO SUPPORT COLUMMS FOR A OVERHEAD BRIDGE, 40.2 METERS (132 FT)
 KV6249'SOUTHEAST FROM A DROP INLET ALONG THE WEST SIDE OF THE SOUTH BOUND
 KV6249'LANE OF STATE HIGHWAY I8 AND 3.5 METERS (11.5 FT) WEST FROM A
 KV6249'GUIDERAIL AND CARSONITE WITNESS POST.  THE UNDERGROUND MARK IS A
 KV6249'STANDARD NGS DISK STAMPED ---OBSERVATORY 2 1918 NO 2 1984---, SET INTO
 KV6249'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 = JULY 24, 2026 22:12:30 EDT
 AI5212 ***********************************************************************
 AI5212  DESIGNATION -  OCCOVE
 AI5212  PID         -  AI5212
 AI5212  STATE/COUNTY-  NJ/MONMOUTH
 AI5212  COUNTRY     -  US
 AI5212  USGS QUAD   -  LONG BRANCH EAST (2019)
 AI5212
 AI5212                         *CURRENT SURVEY CONTROL
 AI5212  ______________________________________________________________________
 AI5212* NAD 83(1996) POSITION- 40 16 48.87013(N) 073 59 00.00497(W)   ADJUSTED
 AI5212* NAVD 88 ORTHO HEIGHT -    42.6   (meters)      140.    (feet) VERTCON3
 AI5212  ______________________________________________________________________
 AI5212  GEOID HEIGHT    -        -32.764 (meters)                     GEOID18
 AI5212  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5212.GEOID18 height accuracy estimate available here.
 AI5212
 AI5212.Click photographs - Photos may exist for this station.
 AI5212
 AI5212.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5212
 AI5212. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999846  x   0.99992375  =   0.99992221
 AI5212!UTM  18      -   0.99999846  x   0.99969195  =   0.99969041
 AI5212
 AI5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8642759357(NAD 83)
 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
 AI5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5212.See file dsdata.pdf to determine how the superseded data were derived.
 AI5212
 AI5212_MARKER: DD = SURVEY DISK
 AI5212_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI5212_SP_SET: BUILDING ROOF
 AI5212_STAMPING: OCCOVE 1988
 AI5212_MARK LOGO: NOS
 AI5212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5212+STABILITY: POSITION/ELEVATION WELL
 AI5212
 AI5212  HISTORY     - Date     Condition        Report By
 AI5212  HISTORY     - 1988     MONUMENTED       NOS
 AI5212
 AI5212                          STATION DESCRIPTION
 AI5212
 AI5212'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 JU2389 ***********************************************************************
 JU2389  DESIGNATION -  OCEAN
 JU2389  PID         -  JU2389
 JU2389  STATE/COUNTY-  NJ/CAPE MAY
 JU2389  COUNTRY     -  US
 JU2389  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2389
 JU2389                         *CURRENT SURVEY CONTROL
 JU2389  ______________________________________________________________________
 JU2389* NAD 83(1996) POSITION- 39 10 50.90192(N) 074 44 20.44217(W)   ADJUSTED
 JU2389* NAVD 88 ORTHO HEIGHT -    12.376 (meters)       40.60  (feet) ADJUSTED
 JU2389  ______________________________________________________________________
 JU2389  GEOID HEIGHT    -        -34.876 (meters)                     GEOID18
 JU2389  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 JU2389  DYNAMIC HEIGHT  -         12.369 (meters)       40.58  (feet) COMP
 JU2389  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 JU2389
 JU2389  HORZ ORDER      -  FIRST
 JU2389  VERT ORDER      -  FIRST     CLASS II
 JU2389
 JU2389.The horizontal coordinates were established by classical geodetic methods
 JU2389.and adjusted by the National Geodetic Survey in September 1999.
 JU2389
 JU2389.The orthometric height was determined by differential leveling and
 JU2389.adjusted by the NATIONAL GEODETIC SURVEY
 JU2389.in June 1991.
 JU2389
 JU2389.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2389.GEOID18 height accuracy estimate available here.
 JU2389
 JU2389.Click photographs - Photos may exist for this station.
 JU2389
 JU2389.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 JU2389
 JU2389;                    North         East     Units Scale Factor Converg.
 JU2389;SPC NJ       -    38,598.256   129,350.126   MT  0.99990525   -0 09 03.6
 JU2389;SPC NJ       -   126,634.44    424,376.21   sFT  0.99990525   -0 09 03.6
 JU2389;UTM  18      - 4,336,873.576   522,541.820   MT  0.99960626   +0 09 53.6
 JU2389
 JU2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2389!SPC NJ       -   1.00000353  x   0.99990525  =   0.99990878
 JU2389!UTM  18      -   1.00000353  x   0.99960626  =   0.99960979
 JU2389
 JU2389:                Primary Azimuth Mark                     Grid Az
 JU2389:SPC NJ       -  AVALON                                   165 19 01.7
 JU2389:UTM  18      -  AVALON                                   165 00 04.5
 JU2389
 JU2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2254136873(NAD 83)
 JU2389
 JU2389|---------------------------------------------------------------------|
 JU2389| PID    Reference Object                     Distance      Geod. Az  |
 JU2389|                                                           dddmmss.s |
 JU2389| CB2357 OCEAN RM 1                           27.331 METERS 03253     |
 JU2389| JU2929 SEA ISLE CITY STANDPIPE             APPROX. 4.8 KM 1225049.8 |
 JU2389| CB2358 OCEAN RM 2                                         12801     |
 JU2389| JU2896 AVALON                              APPROX. 8.5 KM 1650958.1 |
 JU2389| JU2390 OCEAN RM 3                           26.923 METERS 30201     |
 JU2389|---------------------------------------------------------------------|
 JU2389
 JU2389                          SUPERSEDED SURVEY CONTROL
 JU2389
 JU2389  NAD 83(1986)-  39 10 50.88192(N)    074 44 20.44209(W) AD(       ) 1
 JU2389  NAD 27      -  39 10 50.47100(N)    074 44 21.85600(W) AD(       ) 1
 JU2389  NGVD 29 (01/10/92)   12.763  (m)           41.87   (f) ADJUSTED    1 2
 JU2389
 JU2389.Superseded values are not recommended for survey control.
 JU2389
 JU2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2389.See file dsdata.pdf to determine how the superseded data were derived.
 JU2389
 JU2389_MARKER: DS = TRIANGULATION STATION DISK
 JU2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2389_STAMPING: OCEAN 1932
 JU2389_MARK LOGO: CGS
 JU2389_PROJECTION: PROJECTING
 JU2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2389+STABILITY: SURFACE MOTION
 JU2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2389+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 JU2389
 JU2389  HISTORY     - Date     Condition        Report By
 JU2389  HISTORY     - 1932     MONUMENTED       CGS
 JU2389  HISTORY     - 1932     GOOD             CGS
 JU2389  HISTORY     - 1935     GOOD             CGS
 JU2389  HISTORY     - 1950     GOOD             CGS
 JU2389  HISTORY     - 1979     GOOD             NGS
 JU2389  HISTORY     - 19900925 GOOD             NJGS
 JU2389
 JU2389                          STATION DESCRIPTION
 JU2389
 JU2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2389'ABOUT 9 MILES NE OF CAPE MAY COURT HOUSE ON HIGH GROUND 0.45
 JU2389'MILE NW OF STATE HIGHWAY NO. 4.
 JU2389'
 JU2389'REACHED FROM CAPE MAY COURT HOUSE BY HIGHWAY NO. 4 IN A NORTHERLY
 JU2389'DIRECTION FROM THE COURTHOUSE 8.3 MILES TO A DIRT ROAD LEADING NW
 JU2389'FROM THE HIGHWAY AT AN ELECTRIC SIGN SEA ISLE CITY AND JUST NE OF
 JU2389'A POWER SUB-STATION ON NW SIDE OF HIGHWAY.  TURN NW AND FOLLOW THE
 JU2389'SAND-DIRT ROAD 0.45 MILE TO TOP OF RISE TO A POINT WHERE THE SAND
 JU2389'ROAD TURNS RIGHT.  STATION IS ON THE TOP OF RISE 9.1 METERS SW
 JU2389'OF SAND ROAD.  9.8 METERS NE OF POWER LINE.
 JU2389'
 JU2389'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2389'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2389'
 JU2389'REFERENCE MARK NO.1 IS NE OF STATION, 14.6 METERS NE OF TURN IN
 JU2389'SAND ROAD.  7.9 METERS ESE OF CENTER LINE OF SAND ROAD.
 JU2389'
 JU2389'REFERENCE MARK NO. 2 IS SE OF STATION ON NW SIDE OF HIGHWAY NO. 4,
 JU2389'7 METERS FROM CENTER LINE.  APPROXIMATELY 76 METERS NNE OF
 JU2389'INTERSECTION OF HIGHWAY NO. 4 AND ROAD LEADING TO SEA ISLE
 JU2389'CITY.  2 METERS W OF CONCRETE SIGN POST.  21 METERS NE OF NE
 JU2389'CORNER SMALL FRAME HOUSE.
 JU2389'
 JU2389'REFERENCE MARK NO. 3 IS WNW OF STATION AT FOOT OF TELEPHONE POLE.
 JU2389'
 JU2389'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 JU2389
 JU2389                          STATION RECOVERY (1932)
 JU2389
 JU2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2389'RECOVERED IN GOOD CONDITION.
 JU2389
 JU2389                          STATION RECOVERY (1935)
 JU2389
 JU2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2389'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 JU2389'FOLLOWING EXCEPTION--DISTANCE TO REFERENCE MARK NO.1 SHOULD BE
 JU2389'87.05 FEET INSTEAD OF 89.67 FEET AS RECORDED.
 JU2389
 JU2389                          STATION RECOVERY (1950)
 JU2389
 JU2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2389'STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 JU2389'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AFTER AN HOURS SEARCH
 JU2389'BY TWO MEN.  THE AREA HAS BEEN FILLED IN AND A LAWN NOW COVERS
 JU2389'THE DESCRIBED LOCATION.  ACCORDING TO N.J.G.C.S. PUBLISHED
 JU2389'DESCRIPTIONS, IT HAS BEEN DESTROYED.
 JU2389'
 JU2389'THE DISTANCES TO REFERENCE MARKS 1 AND 3 WERE MEASURED WITH A
 JU2389'STEEL TAPE AND FOUND TO BE CORRECT.  DISTANCE TO REFERENCE MARK
 JU2389'1 (87.05 FEET) AS GIVEN IN THE RECOVERY NOTE OF 1935 IS CORRECT.
 JU2389'
 JU2389'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 JU2389
 JU2389                          STATION RECOVERY (1979)
 JU2389
 JU2389'RECOVERY NOTE 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.
 JU2389
 JU2389                          STATION RECOVERY (1990)
 JU2389
 JU2389'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2389'THE STATION IS LOCATED IN DENNIS TOWNSHIP, ON LOT NUMBER T213 OF THE
 JU2389'OCEAN VIEW CAMPGROUND, ROUTE 9, P.O. BOX 607, OCEAN VIEW, N.J. 08230,
 JU2389'PHONE 609 624 1675.  TO REACH THE CAMPGROUND FROM EXIT 17 OF THE
 JU2389'GARDEN STATE PARKWAY, GO 0.4 MI (0.6 KM) NORTHWEST ON COUNTY ROAD 625
 JU2389'TO THE JUNCTION WITH U.S. HIGHWAY 9, TURN RIGHT AND GO ABOUT 0.20 MI
 JU2389'(0.32 KM) TO THE ENTRANCE TO THE CAMPGROUND ON THE LEFT, TURN LEFT
 JU2389'AND GO TO THE SECURITY BOOTH TO GAIN DIRECTION TO LOT NUMBER T213,
 JU2389'NEAR THE SOUTHWEST CORNER OF TRAILS END LAKE.  THE STATION IS 32.0 FT
 JU2389'(9.8 M) EAST OF POLE NUMBER ACE 7827, LOCATED WEST OF THE PROPERTY,
 JU2389'3.5 FT (1.1 M) NORTHEAST OF A CHAINLINK FENCE AND PROJECTING 0.3 FT
 JU2389'(0.1 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2854 ***********************************************************************
 JU2854  DESIGNATION -  OCEAN CITY FLANDERS HOTEL CUP
 JU2854  PID         -  JU2854
 JU2854  STATE/COUNTY-  NJ/CAPE MAY
 JU2854  COUNTRY     -  US
 JU2854  USGS QUAD   -  OCEAN CITY (2019)
 JU2854
 JU2854                         *CURRENT SURVEY CONTROL
 JU2854  ______________________________________________________________________
 JU2854* NAD 83(1996) POSITION- 39 16 28.25598(N) 074 34 34.44252(W)   ADJUSTED
 JU2854  ______________________________________________________________________
 JU2854  GEOID HEIGHT    -        -34.639 (meters)                     GEOID18
 JU2854  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2854.GEOID18 height accuracy estimate available here.
 JU2854
 JU2854.Click photographs - Photos may exist for this station.
 JU2854
 JU2854.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2854
 JU2854. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3655247326(NAD 83)
 JU2854
 JU2854                          SUPERSEDED SURVEY CONTROL
 JU2854
 JU2854  NAD 83(1986)-  39 16 28.24118(N)    074 34 34.43863(W) AD(       ) 3
 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
 JU2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2854.See file dsdata.pdf to determine how the superseded data were derived.
 JU2854
 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 = JULY 24, 2026 22:12:30 EDT
 JU0486 ***********************************************************************
 JU0486  DESIGNATION -  OCEAN CITY PRIMARY
 JU0486  PID         -  JU0486
 JU0486  STATE/COUNTY-  NJ/CAPE MAY
 JU0486  COUNTRY     -  US
 JU0486  USGS QUAD   -  OCEAN CITY (2019)
 JU0486
 JU0486                         *CURRENT SURVEY CONTROL
 JU0486  ______________________________________________________________________
 JU0486* NAD 83(1986) POSITION- 39 16 55.48   (N) 074 33 56.51   (W)   HD_HELD1
 JU0486* NAVD 88 ORTHO HEIGHT -     2.663 (meters)        8.74  (feet) ADJUSTED
 JU0486  ______________________________________________________________________
 JU0486  GEOID HEIGHT    -        -34.619 (meters)                     GEOID18
 JU0486  DYNAMIC HEIGHT  -          2.662 (meters)        8.73  (feet) COMP
 JU0486  MODELED GRAVITY -    980,098.5   (mgal)                       NAVD 88
 JU0486
 JU0486  VERT ORDER      -  FIRST     CLASS II
 JU0486
 JU0486.The horizontal coordinates were determined by differentially corrected
 JU0486.hand held GPS observations or other comparable positioning techniques
 JU0486.and have an estimated accuracy of +/- 3 meters.
 JU0486
 JU0486.The orthometric height was determined by differential leveling and
 JU0486.adjusted by the NATIONAL GEODETIC SURVEY
 JU0486.in March 2005.
 JU0486
 JU0486.No vertical observational check was made to the station.
 JU0486
 JU0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0486.GEOID18 height accuracy estimate available here.
 JU0486
 JU0486.Click photographs - Photos may exist for this station.
 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       -    49,815.2     144,332.1     MT  (+/- 3 meters HH1 GPS) 
 JU0486
 JU0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3745748169(NAD 83)
 JU0486
 JU0486                          SUPERSEDED SURVEY CONTROL
 JU0486
 JU0486  NAVD 88 (06/15/91)    2.671  (m)            8.76   (f) SUPERSEDED  1 2
 JU0486  NGVD 29 (04/16/92)    3.062  (m)           10.05   (f) ADJUSTED    1 2
 JU0486  NGVD 29 (01/10/92)    3.062  (m)           10.05   (f) SUPERSEDED  1 2
 JU0486  NGVD 29 (??/??/87)    3.079  (m)           10.10   (f) SUPERSEDED  1 2
 JU0486
 JU0486.Superseded values are not recommended for survey control.
 JU0486
 JU0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0486.See file dsdata.pdf to determine how the superseded data were derived.
 JU0486
 JU0486_MARKER: V = STONE MONUMENT
 JU0486_SP_SET: GRANITE POST
 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 - August 14, 2017
 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  HISTORY     - 20081013 GOOD             INDIV
 JU0486  HISTORY     - 20140804 GOOD             NJGS
 JU0486  HISTORY     - 20170814 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.
 JU0486
 JU0486                          STATION RECOVERY (2008)
 JU0486
 JU0486'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HBH)
 JU0486'RECOVERED AS DESCRIBED. FORMER OCEAN CITY LIFE SAVING STATION IS STILL
 JU0486'FOR SALE.
 JU0486
 JU0486                          STATION RECOVERY (2014)
 JU0486
 JU0486'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (FAC)
 JU0486'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTH-SOUTHWEST FROM THE
 JU0486'CITY OF PLEASANTVILLE, 7.1 KM (4.4 MI) EAST-NORTHEAST FROM THE
 JU0486'COMMUNITY OF MARMORA IN UPPER TOWNSHIP AND IN THE CITY OF OCEAN CITY,
 JU0486'NJ.
 JU0486'
 JU0486'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF ATLANTIC AVENUE ON THE
 JU0486'GROUNDS OF THE FORMER OCEAN CITY LIFE SAVING STATION, PRESENTLY BEING
 JU0486'REHABILITATED INTO A TOURIST ATTRACTION.
 JU0486'
 JU0486'THE STATION IS 10.1 FT (3.1 M) WEST-SOUTHWEST FROM THE CENTERLINE OF A
 JU0486'PAVED ALLEY, 16.5 FT (5.0 M) SOUTH-SOUTHEAST FROM WOOD UTILITY POLE
 JU0486'NUMBER 04488, 39.0 FT (11.9 M) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 JU0486'ATLANTIC AVENUE AND 22.7 FT (6.9 M) WEST FROM THE WEST CORNER OF A 3
 JU0486'BAY SINGLE STORY GARAGE ON THE NORTHEAST SIDE OF THE ALLEY.
 JU0486
 JU0486                          STATION RECOVERY (2017)
 JU0486
 JU0486'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 JU0486'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2851 ***********************************************************************
 JU2851  DESIGNATION -  OCEAN CITY STANDPIPE
 JU2851  PID         -  JU2851
 JU2851  STATE/COUNTY-  NJ/CAPE MAY
 JU2851  COUNTRY     -  US
 JU2851  USGS QUAD   -  OCEAN CITY (2019)
 JU2851
 JU2851                         *CURRENT SURVEY CONTROL
 JU2851  ______________________________________________________________________
 JU2851* NAD 83(1996) POSITION- 39 16 38.09477(N) 074 34 49.72452(W)   ADJUSTED
 JU2851  ______________________________________________________________________
 JU2851  GEOID HEIGHT    -        -34.624 (meters)                     GEOID18
 JU2851  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2851.GEOID18 height accuracy estimate available here.
 JU2851
 JU2851.Click photographs - Photos may exist for this station.
 JU2851
 JU2851.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2851
 JU2851. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3618447627(NAD 83)
 JU2851
 JU2851                          SUPERSEDED SURVEY CONTROL
 JU2851
 JU2851  NAD 83(1986)-  39 16 38.07836(N)    074 34 49.72285(W) AD(       ) 3
 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
 JU2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2851.See file dsdata.pdf to determine how the superseded data were derived.
 JU2851
 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 = JULY 24, 2026 22:12:30 EDT
 JU2856 ***********************************************************************
 JU2856  DESIGNATION -  OCEAN CITY WATER TANK
 JU2856  PID         -  JU2856
 JU2856  STATE/COUNTY-  NJ/CAPE MAY
 JU2856  COUNTRY     -  US
 JU2856  USGS QUAD   -  OCEAN CITY (2019)
 JU2856
 JU2856                         *CURRENT SURVEY CONTROL
 JU2856  ______________________________________________________________________
 JU2856* NAD 83(1996) POSITION- 39 16 54.00850(N) 074 34 33.95027(W)   ADJUSTED
 JU2856  ______________________________________________________________________
 JU2856  GEOID HEIGHT    -        -34.610 (meters)                     GEOID18
 JU2856  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2856.GEOID18 height accuracy estimate available here.
 JU2856
 JU2856.Click photographs - Photos may exist for this station.
 JU2856
 JU2856.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2856
 JU2856. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3656048120(NAD 83)
 JU2856
 JU2856                          SUPERSEDED SURVEY CONTROL
 JU2856
 JU2856  NAD 83(1986)-  39 16 53.99519(N)    074 34 33.94758(W) AD(       ) 3
 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
 JU2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2856.See file dsdata.pdf to determine how the superseded data were derived.
 JU2856
 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 = JULY 24, 2026 22:12:30 EDT
 KV5204 ***********************************************************************
 KV5204  DESIGNATION -  OCEAN GROVE AUDITOR SM CUPOLA
 KV5204  PID         -  KV5204
 KV5204  STATE/COUNTY-  NJ/MONMOUTH
 KV5204  COUNTRY     -  US
 KV5204  USGS QUAD   -  ASBURY PARK (2019)
 KV5204
 KV5204                         *CURRENT SURVEY CONTROL
 KV5204  ______________________________________________________________________
 KV5204* NAD 83(1996) POSITION- 40 12 51.29379(N) 074 00 25.24865(W)   ADJUSTED
 KV5204  ______________________________________________________________________
 KV5204  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 KV5204  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5204.GEOID18 height accuracy estimate available here.
 KV5204
 KV5204.Click photographs - Photos may exist for this station.
 KV5204
 KV5204.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5204
 KV5204. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8449652009(NAD 83)
 KV5204
 KV5204                          SUPERSEDED SURVEY CONTROL
 KV5204
 KV5204  NAD 83(1986)-  40 12 51.29265(N)    074 00 25.24329(W) AD(       ) 3
 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
 KV5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5204.See file dsdata.pdf to determine how the superseded data were derived.
 KV5204
 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 = JULY 24, 2026 22:12:30 EDT
 KV5211 ***********************************************************************
 KV5211  DESIGNATION -  OCEAN GROVE AUDITOR LGE CUPOLA
 KV5211  PID         -  KV5211
 KV5211  STATE/COUNTY-  NJ/MONMOUTH
 KV5211  COUNTRY     -  US
 KV5211  USGS QUAD   -  ASBURY PARK (2019)
 KV5211
 KV5211                         *CURRENT SURVEY CONTROL
 KV5211  ______________________________________________________________________
 KV5211* NAD 83(1996) POSITION- 40 12 50.99016(N) 074 00 23.81747(W)   ADJUSTED
 KV5211  ______________________________________________________________________
 KV5211  GEOID HEIGHT    -        -32.853 (meters)                     GEOID18
 KV5211  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5211.GEOID18 height accuracy estimate available here.
 KV5211
 KV5211.Click photographs - Photos may exist for this station.
 KV5211
 KV5211.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5211
 KV5211. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8453052000(NAD 83)
 KV5211
 KV5211                          SUPERSEDED SURVEY CONTROL
 KV5211
 KV5211  NAD 83(1986)-  40 12 50.98904(N)    074 00 23.81210(W) AD(       ) 3
 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
 KV5211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5211.See file dsdata.pdf to determine how the superseded data were derived.
 KV5211
 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 = JULY 24, 2026 22:12:30 EDT
 JU2390 ***********************************************************************
 JU2390  DESIGNATION -  OCEAN RM 3
 JU2390  PID         -  JU2390
 JU2390  STATE/COUNTY-  NJ/CAPE MAY
 JU2390  COUNTRY     -  US
 JU2390  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2390
 JU2390                         *CURRENT SURVEY CONTROL
 JU2390  ______________________________________________________________________
 JU2390* NAD 83(1986) POSITION- 39 10 51.36   (N) 074 44 21.39   (W)   HD_HELD1
 JU2390* NAVD 88 ORTHO HEIGHT -    11.298 (meters)       37.07  (feet) ADJUSTED
 JU2390  ______________________________________________________________________
 JU2390  GEOID HEIGHT    -        -34.875 (meters)                     GEOID18
 JU2390  DYNAMIC HEIGHT  -         11.292 (meters)       37.05  (feet) COMP
 JU2390  MODELED GRAVITY -    980,080.9   (mgal)                       NAVD 88
 JU2390
 JU2390  VERT ORDER      -  FIRST     CLASS II
 JU2390
 JU2390.The horizontal coordinates were determined by differentially corrected
 JU2390.hand held GPS observations or other comparable positioning techniques
 JU2390.and have an estimated accuracy of +/- 3 meters.
 JU2390
 JU2390.The orthometric height was determined by differential leveling and
 JU2390.adjusted by the NATIONAL GEODETIC SURVEY
 JU2390.in June 1991.
 JU2390
 JU2390.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2390.GEOID18 height accuracy estimate available here.
 JU2390
 JU2390.Click photographs - Photos may exist for this station.
 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       -    38,612.4     129,327.4     MT  (+/- 3 meters HH1 GPS) 
 JU2390
 JU2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2251936887(NAD 83)
 JU2390
 JU2390                          SUPERSEDED SURVEY CONTROL
 JU2390
 JU2390  NGVD 29 (01/10/92)   11.685  (m)           38.34   (f) ADJUSTED    1 2
 JU2390
 JU2390.Superseded values are not recommended for survey control.
 JU2390
 JU2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2390.See file dsdata.pdf to determine how the superseded data were derived.
 JU2390
 JU2390_MARKER: DR = REFERENCE MARK DISK
 JU2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = JULY 24, 2026 22:12:30 EDT
 JU0217 ***********************************************************************
 JU0217  DESIGNATION -  OCEAN VIEW RESET
 JU0217  PID         -  JU0217
 JU0217  STATE/COUNTY-  NJ/OCEAN
 JU0217  COUNTRY     -  US
 JU0217  USGS QUAD   -  SEASIDE PARK (2019)
 JU0217
 JU0217                         *CURRENT SURVEY CONTROL
 JU0217  ______________________________________________________________________
 JU0217* NAD 83(1996) POSITION- 39 53 44.55624(N) 074 04 55.31329(W)   ADJUSTED
 JU0217* NAVD 88 ORTHO HEIGHT -     2.908 (meters)        9.54  (feet) ADJUSTED
 JU0217  ______________________________________________________________________
 JU0217  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 JU0217  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 JU0217  DYNAMIC HEIGHT  -          2.906 (meters)        9.53  (feet) COMP
 JU0217  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 JU0217
 JU0217  HORZ ORDER      -  SECOND
 JU0217  VERT ORDER      -  FIRST     CLASS II
 JU0217
 JU0217.The horizontal coordinates were established by classical geodetic methods
 JU0217.and adjusted by the National Geodetic Survey in September 1999.
 JU0217
 JU0217.The orthometric height was determined by differential leveling and
 JU0217.adjusted by the NATIONAL GEODETIC SURVEY
 JU0217.in September 2015.
 JU0217
 JU0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0217.GEOID18 height accuracy estimate available here.
 JU0217
 JU0217.Click photographs - Photos may exist for this station.
 JU0217
 JU0217.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0217
 JU0217.The dynamic height is computed by dividing the NAVD 88
 JU0217.geopotential number by the normal gravity value computed on the
 JU0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0217.degrees latitude (g = 980.6199 gals.).
 JU0217
 JU0217.The modeled gravity was interpolated from observed gravity values.
 JU0217
 JU0217. The following values were computed from the NAD 83(1996) position.
 JU0217
 JU0217;                    North         East     Units Scale Factor Converg.
 JU0217;SPC NJ       -   118,019.495   185,742.666   MT  0.99991572   +0 16 05.1
 JU0217;SPC NJ       -   387,202.29    609,390.73   sFT  0.99991572   +0 16 05.1
 JU0217;UTM  18      - 4,416,585.400   578,477.197   MT  0.99967582   +0 35 19.7
 JU0217
 JU0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0217!SPC NJ       -   1.00000474  x   0.99991572  =   0.99992046
 JU0217!UTM  18      -   1.00000474  x   0.99967582  =   0.99968056
 JU0217
 JU0217:                Primary Azimuth Mark                     Grid Az
 JU0217:SPC NJ       -  OCEAN VIEW AZ MK                         002 20 24.2
 JU0217:UTM  18      -  OCEAN VIEW AZ MK                         002 01 09.6
 JU0217
 JU0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7847716585(NAD 83)
 JU0217
 JU0217|---------------------------------------------------------------------|
 JU0217| PID    Reference Object                     Distance      Geod. Az  |
 JU0217|                                                           dddmmss.s |
 JU0217| CB2360 OCEAN VIEW AZ MK                                   0023629.3 |
 JU0217| CB2363 OCEAN VIEW RM 3                      26.176 METERS 00305     |
 JU0217| CB2364 OCEAN VIEW RM 4                      36.256 METERS 00513     |
 JU0217| JU2650 TANK WINDMILL                       APPROX.11.8 KM 2262018.5 |
 JU0217| CB2361 OCEAN VIEW RM 1                      37.490 METERS 27603     |
 JU0217| JU2616 LONE BUILDING CUPOLA                270.951 METERS 28514     |
 JU0217| CB2362 OCEAN VIEW RM 2 AZIMUTH                            35324     |
 JU0217| JU2614 SEASIDE PARK SHORE WATER TANK       APPROX. 1.2 KM 3572505.6 |
 JU0217|---------------------------------------------------------------------|
 JU0217
 JU0217                          SUPERSEDED SURVEY CONTROL
 JU0217
 JU0217  NAD 83(1986)-  39 53 44.54947(N)    074 04 55.30807(W) AD(       ) 2
 JU0217  NGVD 29 (??/??/??)    3.35   (m)           11.0    (f) RESET       3  
 JU0217
 JU0217.Superseded values are not recommended for survey control.
 JU0217
 JU0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0217.See file dsdata.pdf to determine how the superseded data were derived.
 JU0217
 JU0217_MARKER: DS = TRIANGULATION STATION DISK
 JU0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0217_STAMPING: OCEANVIEW 1932 1967 BM RESET
 JU0217_MARK LOGO: CGS
 JU0217_PROJECTION: RECESSED 30 CENTIMETERS
 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 - June 29, 2012
 JU0217
 JU0217  HISTORY     - Date     Condition        Report By
 JU0217  HISTORY     - 1967     MONUMENTED       CGS
 JU0217  HISTORY     - 1967     GOOD             CGS
 JU0217  HISTORY     - 1973     MARK NOT FOUND   NGS
 JU0217  HISTORY     - 1984     GOOD             USPSQD
 JU0217  HISTORY     - 19900810 GOOD             NJGS
 JU0217  HISTORY     - 20120629 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 (1967)
 JU0217
 JU0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 JU0217'STATION UNDERGROUND MARK, REFERENCE MARKS 1 AND 4, AND AZIMUTH
 JU0217'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 JU0217'STATION SURFACE MARK WAS DESTROYED BY THE STATE PARK COMMISSION
 JU0217'IN EXCAVATING FOR A NEW WALL UNDER THE BUILDING AND FOR A CONCRETE
 JU0217'RAMP LEADING INTO THE BUILDING.  A NEW STATION MARK WAS SET
 JU0217'DIRECTLY OVER UNDERGROUND MARK.  THE AZIMUTH MARK IS NOT VISIBLE
 JU0217'FROM THE GROUND WITHOUT CLEARING.  A SMALL DIFFERENCE WAS FOUND
 JU0217'IN THE DIRECTION TO REFERENCE MARK NO. 4 AND IN THE DISTANCE
 JU0217'TO REFERENCE MARK NO. 1.  HOWEVER, REFERENCE MARK NO. 1 WAS
 JU0217'MEASURED SLOPE AND CHECKED THE SLOPE MEASURED DISTANCE OF THE
 JU0217'ORIGINAL DESCRIPTION.  ALL OTHER DISTANCES AND DIRECTIONS
 JU0217'CHECKED THE 1962 RECOVERY DESCRIPTION OF V.B. MILLER WHICH
 JU0217'IS ADEQUATE.  THE FLAGPOLE TOWER HAS BEEN TORN DOWN AND THE
 JU0217'SOUTHWEST LEG AND SOUTHEAST LEG BASES HAVE BEEN REMOVED
 JU0217'BUT THE OTHER TWO BASES ARE STILL IN PLACE.  MARK IS NOW 12
 JU0217'FEET NORTHEAST OF THE NORTHWEST CORNER OF BUILDING, 9
 JU0217'FEET NORTH OF THE NORTH WALL OF BUILDING AND 8 FEET WEST OF
 JU0217'CONCRETE RAMP.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 JU0217'CONCRETE MONUMENT ABOUT 12 INCHES IN DIAMETER, ABOUT 2 INCHES
 JU0217'BELOW THE SURFACE AND THE DISK IS STAMPED OCEAN VIEW 1932
 JU0217'1967 BM RESET.
 JU0217'
 JU0217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0217'1.0 MILE SOUTH OF SEASIDE PARK.
 JU0217
 JU0217                          STATION RECOVERY (1973)
 JU0217
 JU0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 JU0217'STATION WAS NOT RECOVERED.  THE THREE STRUCTURAL FLAGPOLE
 JU0217'FOUNDATIONS REMAIN.  FRESH GRAVEL COVERS AREA WHERE STATION IS
 JU0217'LOCATED AND NO DIGGING WAS ATTEMPTED.  R.M. 4 WAS RECOVERED IN
 JU0217'GOOD CONDITION.  IT IS LOCATED APPROXIMATELY 100 FEET NORTH OF
 JU0217'THE NW CORNER OF THE OLD COAST GUARD BLDG. R.M. 4 IS STAMPED
 JU0217'OCEAN VIEW R.M. 4 1932.  NO OTHER REFERENCE MARKS WERE
 JU0217'RECOVERED.
 JU0217'
 JU0217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0217'1.5 N.M. SOUTH OF SEASIDE PARK, N.J.
 JU0217
 JU0217                          STATION RECOVERY (1984)
 JU0217
 JU0217'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU0217'STATION FOUND GOOD.
 JU0217'
 JU0217'MARK RECOVERED IN GOOD CONDITION AT LOCATION DESCRIBED IN HORIZONTAL
 JU0217'CONTROL DATA.
 JU0217'
 JU0217'NOTE--MARK NOW ABOUT 10 INCHES BELOW SURFACE OF BLACK TOP DRIVEWAY.
 JU0217'BLACK TOP BROKEN OVER MARK AND FILLED IN WITH GRAVEL.
 JU0217'
 JU0217'RM 1 FOUND GOOD.
 JU0217'
 JU0217'MARK RECOVERED IN GOOD CONDITION AT LOCATION DESCRIBED IN HORIZONTAL
 JU0217'CONTROL DATA.
 JU0217'
 JU0217'NOTE--MARK NOW 1 FT. EAST OF WITNESS POST SET IN CONCRETE POST
 JU0217'PAINTED RED ABOUT 2 INCHES BELOW LEVEL OF SAND.
 JU0217'
 JU0217'RM 3 NOT RECOVERED.
 JU0217'
 JU0217'MADE CAREFUL SEARCH OF AREA HELPED BY PARK WORKERS ONE WITH A GEIGER
 JU0217'COUNTER.  MARK COULD NOT BE FOUND.
 JU0217'
 JU0217'NOTE--DID FIND A RUSTED MONKEY WRENCH DRIVEN INTO GROUND OF APPROX.
 JU0217'POSITION GIVEN FOR MARK.
 JU0217'
 JU0217'RM 4 NOT RECOVERED.
 JU0217'
 JU0217'AREA SEARCHED, NO MARK FOUND.  SHIFTING SANDS AND HEAVY UNDERBRUSH
 JU0217'COVER AREA.
 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.
 JU0217
 JU0217                          STATION RECOVERY (2012)
 JU0217
 JU0217'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 JU0217'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF TOMS
 JU0217'RIVER, 6.9 MI (11.1 KM) NORTHEAST OF FORKED RIVER AND 2.1 MI (3.4 KM)
 JU0217'SOUTH OF SEASIDE PARK.
 JU0217'
 JU0217'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 JU0217'THE BOUNDARY OF ISLAND BEACH STATE PARK, ON THE GROUNDS OF THE FORMER
 JU0217'ISLAND BEACH COAST GUARD STATION, NOW USED AS A STATE PARK MAINTENANCE
 JU0217'FACILITY.
 JU0217'
 JU0217'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 JU0217'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 JU0217'ROAD, FOR 0.60 MI (1.0 KM) TO THE STATE PARK MAINTENANCE FACILITY AND
 JU0217'THE STATION ON THE LEFT, SET ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 JU0217'ASPHALT PAVING IN A CUT-OUT AT THE NORTHWEST CORNER OF THE NORTHERLY
 JU0217'MAINTENANCE BUILDING.
 JU0217'
 JU0217'THE STATION IS 12.0 FT (3.7 M) NORTHEAST FROM THE NORTHWEST CORNER OF
 JU0217'THE BUILDING, 9.0 FT (2.7 M) NORTH FROM THE NORTH WALL OF THE
 JU0217'BUILDING, 8.0 FT (2.4 M) WEST OF A CONCRETE RAMP LEADING INTO THE
 JU0217'BUILDING AND 41.0 FT (12.5 M) SOUTH FROM THE CENTERLINE OF THE
 JU0217'NORTHERLY DRIVEWAY LEADING INTO THE MAINTENANCE FACILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0218 ***********************************************************************
 JU0218  DESIGNATION -  OCEAN VIEW RM 1
 JU0218  PID         -  JU0218
 JU0218  STATE/COUNTY-  NJ/OCEAN
 JU0218  COUNTRY     -  US
 JU0218  USGS QUAD   -  SEASIDE PARK (2019)
 JU0218
 JU0218                         *CURRENT SURVEY CONTROL
 JU0218  ______________________________________________________________________
 JU0218* NAD 83(1986) POSITION- 39 53 44.67   (N) 074 04 56.88   (W)   HD_HELD1
 JU0218* NAVD 88 ORTHO HEIGHT -     1.240 (meters)        4.07  (feet) ADJUSTED
 JU0218  ______________________________________________________________________
 JU0218  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 JU0218  DYNAMIC HEIGHT  -          1.240 (meters)        4.07  (feet) COMP
 JU0218  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 JU0218
 JU0218  VERT ORDER      -  FIRST     CLASS II
 JU0218
 JU0218.The horizontal coordinates were determined by differentially corrected
 JU0218.hand held GPS observations or other comparable positioning techniques
 JU0218.and have an estimated accuracy of +/- 3 meters.
 JU0218
 JU0218.The orthometric height was determined by differential leveling and
 JU0218.adjusted by the NATIONAL GEODETIC SURVEY
 JU0218.in March 2017.
 JU0218
 JU0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0218.GEOID18 height accuracy estimate available here.
 JU0218
 JU0218.Click photographs - Photos may exist for this station.
 JU0218
 JU0218.The dynamic height is computed by dividing the NAVD 88
 JU0218.geopotential number by the normal gravity value computed on the
 JU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0218.degrees latitude (g = 980.6199 gals.).
 JU0218
 JU0218.The modeled gravity was interpolated from observed gravity values.
 JU0218
 JU0218;                    North         East    Units  Estimated Accuracy
 JU0218;SPC NJ       -   118,022.8     185,705.4     MT  (+/- 3 meters HH1 GPS) 
 JU0218
 JU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7843916588(NAD 83)
 JU0218
 JU0218                          SUPERSEDED SURVEY CONTROL
 JU0218
 JU0218  NAVD 88 (09/24/15)    1.239  (m)            4.07   (f) SUPERSEDED  1 2
 JU0218  NGVD 29 (11/26/84)    1.663  (m)            5.46   (f) ADJUSTED    1 2
 JU0218
 JU0218.Superseded values are not recommended for survey control.
 JU0218
 JU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0218.See file dsdata.pdf to determine how the superseded data were derived.
 JU0218
 JU0218_MARKER: DR = REFERENCE MARK DISK
 JU0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0218_STAMPING: OCEAN VIEW NO 1 1932
 JU0218_MARK LOGO: CGS
 JU0218_PROJECTION: RECESSED 15 CENTIMETERS
 JU0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0218+STABILITY: SURFACE MOTION
 JU0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0218+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 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  HISTORY     - 20120629 GOOD             NJGS
 JU0218  HISTORY     - 20160411 GOOD             NJGS
 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.
 JU0218
 JU0218                          STATION RECOVERY (2012)
 JU0218
 JU0218'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 JU0218'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF TOMS
 JU0218'RIVER, 6.9 MI (11.1 KM) NORTHEAST OF FORKED RIVER AND 2.1 MI (3.4 KM)
 JU0218'SOUTH OF SEASIDE PARK.
 JU0218'
 JU0218'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 JU0218'THE BOUNDARY OF ISLAND BEACH STATE PARK, ON THE GROUNDS OF THE FORMER
 JU0218'ISLAND BEACH COAST GUARD STATION, NOW USED AS A STATE PARK MAINTENANCE
 JU0218'FACILITY.
 JU0218'
 JU0218'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 JU0218'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 JU0218'ROAD, FOR 0.60 MI (1.0 KM) TO THE STATE PARK MAINTENANCE FACILITY AND
 JU0218'THE STATION ON THE LEFT, SET ABOUT 0.5 FT (15 CM) BELOW THE GROUND ON
 JU0218'THE EAST SIDE OF SHORE ROAD, WEST FROM THE STATE PARK MAINTENANCE
 JU0218'FACILITY.
 JU0218'
 JU0218'THE STATION IS 22.5 FT (6.9 M) EAST FROM THE CENTERLINE OF SHORE ROAD,
 JU0218'60.0 FT (18.3 M) WEST FROM AN 8 FT (2.4 M) HIGH CHAIN LINK FENCE
 JU0218'SURROUNDING THE MAINTENANCE FACILITY, 52.0 FT (15.8 M) SOUTH FROM THE
 JU0218'CENTERLINE OF THE NORTHERLY PAVED DRIVE LEADING INTO THE FACILITY,
 JU0218'84.0 FT (25.6 M) NORTH FROM THE SOUTHERLY PAVED DRIVE LEADING INTO THE
 JU0218'FACILITY, 21.0 FT (6.4 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF AN
 JU0218'UNDERGROUND ELECTRICAL UTILITY BOX NUMBER A21638A38712 AND 1.0 FT (0.3
 JU0218'M) EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
 JU0218
 JU0218                          STATION RECOVERY (2016)
 JU0218
 JU0218'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 JU0218'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0220 ***********************************************************************
 JU0220  DESIGNATION -  OCEAN VIEW RM 4
 JU0220  PID         -  JU0220
 JU0220  STATE/COUNTY-  NJ/OCEAN
 JU0220  COUNTRY     -  US
 JU0220  USGS QUAD   -  SEASIDE PARK (2019)
 JU0220
 JU0220                         *CURRENT SURVEY CONTROL
 JU0220  ______________________________________________________________________
 JU0220* NAD 83(1986) POSITION- 39 53 45.73   (N) 074 04 55.19   (W)   HD_HELD1
 JU0220* NAVD 88 ORTHO HEIGHT -     3.088 (meters)       10.13  (feet) ADJUSTED
 JU0220  ______________________________________________________________________
 JU0220  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 JU0220  DYNAMIC HEIGHT  -          3.086 (meters)       10.12  (feet) COMP
 JU0220  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 JU0220
 JU0220  VERT ORDER      -  FIRST     CLASS II
 JU0220
 JU0220.The horizontal coordinates were determined by differentially corrected
 JU0220.hand held GPS observations or other comparable positioning techniques
 JU0220.and have an estimated accuracy of +/- 3 meters.
 JU0220
 JU0220.The orthometric height was determined by differential leveling and
 JU0220.adjusted by the NATIONAL GEODETIC SURVEY
 JU0220.in September 2015.
 JU0220
 JU0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0220.GEOID18 height accuracy estimate available here.
 JU0220
 JU0220.Click photographs - Photos may exist for this station.
 JU0220
 JU0220.The dynamic height is computed by dividing the NAVD 88
 JU0220.geopotential number by the normal gravity value computed on the
 JU0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0220.degrees latitude (g = 980.6199 gals.).
 JU0220
 JU0220.The modeled gravity was interpolated from observed gravity values.
 JU0220
 JU0220;                    North         East    Units  Estimated Accuracy
 JU0220;SPC NJ       -   118,055.7     185,745.4     MT  (+/- 3 meters HH1 GPS) 
 JU0220
 JU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7847916621(NAD 83)
 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
 JU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0220.See file dsdata.pdf to determine how the superseded data were derived.
 JU0220
 JU0220_MARKER: DR = REFERENCE MARK DISK
 JU0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0220_STAMPING: OCEAN VIEW NO 4 1932
 JU0220_MARK LOGO: CGS
 JU0220_PROJECTION: PROJECTING 13 CENTIMETERS
 JU0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0220+STABILITY: SURFACE MOTION
 JU0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0220+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 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  HISTORY     - 20120629 GOOD             NJGS
 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.
 JU0220
 JU0220                          STATION RECOVERY (2012)
 JU0220
 JU0220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 JU0220'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF TOMS
 JU0220'RIVER, 7.0 MI (11.3 KM) NORTHEAST OF FORKED RIVER AND 2.1 MI (3.4 KM)
 JU0220'SOUTH OF SEASIDE PARK.
 JU0220'
 JU0220'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON STATE PROPERTY WITHIN
 JU0220'THE BOUNDARY OF ISLAND BEACH STATE PARK, ON THE GROUNDS OF THE FORMER
 JU0220'ISLAND BEACH COAST GUARD STATION, NOW USED AS A STATE PARK MAINTENANCE
 JU0220'FACILITY.
 JU0220'
 JU0220'TO REACH THE STATION FROM THE TOLL BOOTH AT THE ENTRANCE OF ISLAND
 JU0220'BEACH STATE PARK, GO SOUTH ON THE MAIN PARK ROAD, ALSO KNOWN AS SHORE
 JU0220'ROAD FOR 0.60 MI (1.0 KM) TO THE STATE PARK MAINTENANCE FACILITY AND
 JU0220'THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND BEYOND AN 8 FT (2.4
 JU0220'M) HIGH CHAIN LINK FENCE ON THE NORTH SIDE OF THE MAINTENANCE
 JU0220'FACILITY.
 JU0220'
 JU0220'THE STATION IS 33.0 FT (10.1 M) NORTH FROM THE 8 FT (2.4 M) HIGH CHAIN
 JU0220'LINK FENCE SURROUNDING THE MAINTENANCE FACILITY, 45.0 FT (13.7 M)
 JU0220'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A ONE STORY CONCRETE BLOCK
 JU0220'GARAGE ON THE NORTH SIDE OF THE FACILITY, 15.0 FT (4.6 M) NORTH FROM
 JU0220'THE CENTERLINE OF A SAND PATH LEADING TO THE BEACH, 60.0 FT (18.3 M)
 JU0220'EAST-NORTHEAST FROM THE NORTHWEST CORNER OF THE 8 FT (2.4 M) HIGH
 JU0220'CHAIN LINK FENCE SURROUNDING THE MAINTENANCE FACILITY AND 1.0 FT (0.3
 JU0220'M) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0219 ***********************************************************************
 JU0219  DESIGNATION -  OCEANVIEW RM 2
 JU0219  PID         -  JU0219
 JU0219  STATE/COUNTY-  NJ/OCEAN
 JU0219  COUNTRY     -  US
 JU0219  USGS QUAD   -  SEASIDE PARK (2019)
 JU0219
 JU0219                         *CURRENT SURVEY CONTROL
 JU0219  ______________________________________________________________________
 JU0219* NAD 83(1986) POSITION- 39 53 44.     (N) 074 04 54.     (W)   SCALED
 JU0219* NAVD 88 ORTHO HEIGHT -     1.30  (+/-2cm)        4.3   (feet) VERTCON3
 JU0219  ______________________________________________________________________
 JU0219  GEOID HEIGHT    -        -33.128 (meters)                     GEOID18
 JU0219  VERT ORDER      -  ? (See Below)
 JU0219
 JU0219.The horizontal coordinates were scaled from a 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
 JU0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0219.GEOID18 height accuracy estimate available here.
 JU0219
 JU0219.The vertical order pertains to the NGVD 29 superseded value.
 JU0219
 JU0219.Click photographs - Photos may exist for this station.
 JU0219
 JU0219;                    North         East    Units  Estimated Accuracy
 JU0219;SPC NJ       -   118,000.      185,770.      MT  (+/- 180 meters Scaled)
 JU0219
 JU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK785165(NAD 83)
 JU0219
 JU0219                          SUPERSEDED SURVEY CONTROL
 JU0219
 JU0219  NGVD 29 (11/26/84)    1.676  (m)            5.50   (f) ADJUSTED       
 JU0219
 JU0219.Superseded values are not recommended for survey control.
 JU0219
 JU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0219.See file dsdata.pdf to determine how the superseded data were derived.
 JU0219
 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 = JULY 24, 2026 22:12:30 EDT
 AI5201 ***********************************************************************
 AI5201  DESIGNATION -  OCELOW
 AI5201  PID         -  AI5201
 AI5201  STATE/COUNTY-  NJ/MONMOUTH
 AI5201  COUNTRY     -  US
 AI5201  USGS QUAD   -  ASBURY PARK (2019)
 AI5201
 AI5201                         *CURRENT SURVEY CONTROL
 AI5201  ______________________________________________________________________
 AI5201* NAD 83(1996) POSITION- 40 09 33.78210(N) 074 01 10.76607(W)   ADJUSTED
 AI5201* NAVD 88 ORTHO HEIGHT -    13.2   (meters)       43.    (feet) VERTCON3
 AI5201  ______________________________________________________________________
 AI5201  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 AI5201  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5201.GEOID18 height accuracy estimate available here.
 AI5201
 AI5201.Click photographs - Photos may exist for this station.
 AI5201
 AI5201.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5201
 AI5201. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8348745908(NAD 83)
 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
 AI5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5201.See file dsdata.pdf to determine how the superseded data were derived.
 AI5201
 AI5201_MARKER: DD = SURVEY DISK
 AI5201_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI5201_SP_SET: BUILDING ROOF
 AI5201_STAMPING: OCELOW 1988
 AI5201_MARK LOGO: NOS
 AI5201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5201+STABILITY: POSITION/ELEVATION WELL
 AI5201
 AI5201  HISTORY     - Date     Condition        Report By
 AI5201  HISTORY     - 1988     MONUMENTED       NOS
 AI5201
 AI5201                          STATION DESCRIPTION
 AI5201
 AI5201'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 LY0682 ***********************************************************************
 LY0682  DESIGNATION -  OGDENSBURG
 LY0682  PID         -  LY0682
 LY0682  STATE/COUNTY-  NJ/SUSSEX
 LY0682  COUNTRY     -  US
 LY0682  USGS QUAD   -  FRANKLIN (2019)
 LY0682
 LY0682                         *CURRENT SURVEY CONTROL
 LY0682  ______________________________________________________________________
 LY0682* NAD 83(1986) POSITION- 41 04 47.5    (N) 074 35 31.0    (W)   HD_HELD2
 LY0682* NAVD 88 ORTHO HEIGHT -   210.956 (meters)      692.11  (feet) ADJUSTED
 LY0682  ______________________________________________________________________
 LY0682  GEOID HEIGHT    -        -32.508 (meters)                     GEOID18
 LY0682  DYNAMIC HEIGHT  -        210.864 (meters)      691.81  (feet) COMP
 LY0682  MODELED GRAVITY -    980,180.7   (mgal)                       NAVD 88
 LY0682
 LY0682  VERT ORDER      -  FIRST     CLASS II
 LY0682
 LY0682.The horizontal coordinates were established by autonomous hand held GPS
 LY0682.observations and have an estimated accuracy of +/- 10 meters.
 LY0682
 LY0682.The orthometric height was determined by differential leveling and
 LY0682.adjusted by the NATIONAL GEODETIC SURVEY
 LY0682.in June 1991.
 LY0682
 LY0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0682.GEOID18 height accuracy estimate available here.
 LY0682
 LY0682.Click photographs - Photos may exist for this station.
 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       -   249,420.      142,274.      MT  (+/- 10 meters HH2 GPS)
 LY0682
 LY0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3427647702(NAD 83)
 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
 LY0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0682.See file dsdata.pdf to determine how the superseded data were derived.
 LY0682
 LY0682_MARKER: DB = BENCH MARK DISK
 LY0682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY0682_SP_SET: RETAINING WALL
 LY0682_STAMPING: 692.741 OGDENSBURG 1933
 LY0682_MARK LOGO: CGS
 LY0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0682+STABILITY: SURFACE MOTION
 LY0682
 LY0682  HISTORY     - Date     Condition        Report By
 LY0682  HISTORY     - 1933     MONUMENTED       CGS
 LY0682  HISTORY     - 1934     GOOD             CGS
 LY0682  HISTORY     - 20040919 GOOD             GEOCAC
 LY0682
 LY0682                          STATION DESCRIPTION
 LY0682
 LY0682'DESCRIBED BY COAST AND 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.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3958 ***********************************************************************
 KV3958  DESIGNATION -  OIL
 KV3958  PID         -  KV3958
 KV3958  STATE/COUNTY-  NJ/BERGEN
 KV3958  COUNTRY     -  US
 KV3958  USGS QUAD   -  WEEHAWKEN (2016)
 KV3958
 KV3958                         *CURRENT SURVEY CONTROL
 KV3958  ______________________________________________________________________
 KV3958* NAD 83(1996) POSITION- 40 52 06.13165(N) 074 02 14.32005(W)   ADJUSTED
 KV3958* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3958  ______________________________________________________________________
 KV3958  GEOID HEIGHT    -        -31.845 (meters)                     GEOID18
 KV3958  LAPLACE CORR    -          8.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3958.GEOID18 height accuracy estimate available here.
 KV3958
 KV3958.Click photographs - Photos may exist for this station.
 KV3958
 KV3958.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3958
 KV3958. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000489  x   0.99991872  =   0.99992361
 KV3958!SPC NY L     -   1.00000489  x   0.99999495  =   0.99999984
 KV3958!UTM  18      -   1.00000489  x   0.99968100  =   0.99968589
 KV3958
 KV3958:                Primary Azimuth Mark                     Grid Az
 KV3958:SPC NJ       -  WEST                                     151 53 32.8
 KV3958:SPC NY L     -  WEST                                     152 13 10.6
 KV3958:UTM  18      -  WEST                                     151 33 54.9
 KV3958
 KV3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8112524591(NAD 83)
 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
 KV3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3958.See file dsdata.pdf to determine how the superseded data were derived.
 KV3958
 KV3958_MARKER: DS = TRIANGULATION STATION DISK
 KV3958_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3958_MARK LOGO: CGS
 KV3958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV5316 ***********************************************************************
 KV5316  DESIGNATION -  OIL
 KV5316  PID         -  KV5316
 KV5316  STATE/COUNTY-  NJ/OCEAN
 KV5316  COUNTRY     -  US
 KV5316  USGS QUAD   -  ROOSEVELT (2019)
 KV5316
 KV5316                         *CURRENT SURVEY CONTROL
 KV5316  ______________________________________________________________________
 KV5316* NAD 83(1996) POSITION- 40 07 39.87640(N) 074 22 38.15597(W)   ADJUSTED
 KV5316* NAVD 88 ORTHO HEIGHT -    59.    (meters)      194.    (feet) SCALED
 KV5316  ______________________________________________________________________
 KV5316  GEOID HEIGHT    -        -32.457 (meters)                     GEOID18
 KV5316  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5316.GEOID18 height accuracy estimate available here.
 KV5316
 KV5316.Click photographs - Photos may exist for this station.
 KV5316
 KV5316.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5316
 KV5316. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5316:SPC NJ       -  SUGAR                                    237 13 15.0
 KV5316:UTM  18      -  SUGAR                                    236 53 54.9
 KV5316
 KV5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5305742121(NAD 83)
 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
 KV5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5316.See file dsdata.pdf to determine how the superseded data were derived.
 KV5316
 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 = JULY 24, 2026 22:12:30 EDT
 JU2945 ***********************************************************************
 JU2945  DESIGNATION -  OLD
 JU2945  PID         -  JU2945
 JU2945  STATE/COUNTY-  NJ/CAPE MAY
 JU2945  COUNTRY     -  US
 JU2945  USGS QUAD   -  STONE HARBOR (2019)
 JU2945
 JU2945                         *CURRENT SURVEY CONTROL
 JU2945  ______________________________________________________________________
 JU2945* NAD 83(1996) POSITION- 39 01 06.83242(N) 074 50 29.26030(W)   ADJUSTED
 JU2945* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2945  ______________________________________________________________________
 JU2945  GEOID HEIGHT    -        -35.369 (meters)                     GEOID18
 JU2945  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2945.GEOID18 height accuracy estimate available here.
 JU2945
 JU2945.Click photographs - Photos may exist for this station.
 JU2945
 JU2945.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2945
 JU2945. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000546  x   0.99991076  =   0.99991621
 JU2945!UTM  18      -   1.00000546  x   0.99960232  =   0.99960777
 JU2945
 JU2945:                Primary Azimuth Mark                     Grid Az
 JU2945:SPC NJ       -  ROAD                                     026 55 44.6
 JU2945:UTM  18      -  ROAD                                     026 36 51.4
 JU2945
 JU2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1372418848(NAD 83)
 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
 JU2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2945.See file dsdata.pdf to determine how the superseded data were derived.
 JU2945
 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 = JULY 24, 2026 22:12:30 EDT
 KV5351 ***********************************************************************
 KV5351  DESIGNATION -  OLD BRIDGE EASTERN PROD STACK
 KV5351  PID         -  KV5351
 KV5351  STATE/COUNTY-  NJ/MIDDLESEX
 KV5351  COUNTRY     -  US
 KV5351  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5351
 KV5351                         *CURRENT SURVEY CONTROL
 KV5351  ______________________________________________________________________
 KV5351* NAD 83(1996) POSITION- 40 25 30.19613(N) 074 21 16.82306(W)   ADJUSTED
 KV5351  ______________________________________________________________________
 KV5351  GEOID HEIGHT    -        -32.596 (meters)                     GEOID18
 KV5351  LAPLACE CORR    -          4.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5351.GEOID18 height accuracy estimate available here.
 KV5351
 KV5351.Click photographs - Photos may exist for this station.
 KV5351
 KV5351.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5351
 KV5351. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5474275135(NAD 83)
 KV5351
 KV5351                          SUPERSEDED SURVEY CONTROL
 KV5351
 KV5351  NAD 83(1996)-  40 25 30.19498(N)    074 21 16.82419(W) AD(       ) 3
 KV5351  NAD 83(1986)-  40 25 30.19550(N)    074 21 16.82367(W) AD(       ) 3
 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
 KV5351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5351.See file dsdata.pdf to determine how the superseded data were derived.
 KV5351
 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 = JULY 24, 2026 22:12:30 EDT
 KV5353 ***********************************************************************
 KV5353  DESIGNATION -  OLD BRIDGE PARAGON BRICK CO TK
 KV5353  PID         -  KV5353
 KV5353  STATE/COUNTY-  NJ/MIDDLESEX
 KV5353  COUNTRY     -  US
 KV5353  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5353
 KV5353                         *CURRENT SURVEY CONTROL
 KV5353  ______________________________________________________________________
 KV5353* NAD 83(1996) POSITION- 40 26 05.85421(N) 074 20 48.65581(W)   ADJUSTED
 KV5353  ______________________________________________________________________
 KV5353  GEOID HEIGHT    -        -32.591 (meters)                     GEOID18
 KV5353  LAPLACE CORR    -          4.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5353.GEOID18 height accuracy estimate available here.
 KV5353
 KV5353.Click photographs - Photos may exist for this station.
 KV5353
 KV5353.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5353
 KV5353. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5539776240(NAD 83)
 KV5353
 KV5353                          SUPERSEDED SURVEY CONTROL
 KV5353
 KV5353  NAD 83(1996)-  40 26 05.85317(N)    074 20 48.65680(W) AD(       ) 3
 KV5353  NAD 83(1986)-  40 26 05.85387(N)    074 20 48.65611(W) AD(       ) 3
 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
 KV5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5353.See file dsdata.pdf to determine how the superseded data were derived.
 KV5353
 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 = JULY 24, 2026 22:12:30 EDT
 KV5398 ***********************************************************************
 KV5398  DESIGNATION -  OLD BRIDGE PARAGON BRICK W STK
 KV5398  PID         -  KV5398
 KV5398  STATE/COUNTY-  NJ/MIDDLESEX
 KV5398  COUNTRY     -  US
 KV5398  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5398
 KV5398                         *CURRENT SURVEY CONTROL
 KV5398  ______________________________________________________________________
 KV5398* NAD 83(1996) POSITION- 40 26 06.33006(N) 074 20 48.29774(W)   ADJUSTED
 KV5398  ______________________________________________________________________
 KV5398  GEOID HEIGHT    -        -32.591 (meters)                     GEOID18
 KV5398  LAPLACE CORR    -          4.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5398.GEOID18 height accuracy estimate available here.
 KV5398
 KV5398.Click photographs - Photos may exist for this station.
 KV5398
 KV5398.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5398
 KV5398. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5540576254(NAD 83)
 KV5398
 KV5398                          SUPERSEDED SURVEY CONTROL
 KV5398
 KV5398  NAD 83(1996)-  40 26 06.32902(N)    074 20 48.29873(W) AD(       ) 3
 KV5398  NAD 83(1986)-  40 26 06.32974(N)    074 20 48.29805(W) AD(       ) 3
 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
 KV5398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5398.See file dsdata.pdf to determine how the superseded data were derived.
 KV5398
 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 = JULY 24, 2026 22:12:30 EDT
 KV5399 ***********************************************************************
 KV5399  DESIGNATION -  OLD BRIDGE PARAGON BRICK E STK
 KV5399  PID         -  KV5399
 KV5399  STATE/COUNTY-  NJ/MIDDLESEX
 KV5399  COUNTRY     -  US
 KV5399  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5399
 KV5399                         *CURRENT SURVEY CONTROL
 KV5399  ______________________________________________________________________
 KV5399* NAD 83(1996) POSITION- 40 26 06.38487(N) 074 20 48.18936(W)   ADJUSTED
 KV5399  ______________________________________________________________________
 KV5399  GEOID HEIGHT    -        -32.591 (meters)                     GEOID18
 KV5399  LAPLACE CORR    -          4.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5399.GEOID18 height accuracy estimate available here.
 KV5399
 KV5399.Click photographs - Photos may exist for this station.
 KV5399
 KV5399.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5399
 KV5399. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5540876256(NAD 83)
 KV5399
 KV5399                          SUPERSEDED SURVEY CONTROL
 KV5399
 KV5399  NAD 83(1996)-  40 26 06.38383(N)    074 20 48.19034(W) AD(       ) 3
 KV5399  NAD 83(1986)-  40 26 06.38454(N)    074 20 48.18964(W) AD(       ) 3
 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
 KV5399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5399.See file dsdata.pdf to determine how the superseded data were derived.
 KV5399
 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 = JULY 24, 2026 22:12:30 EDT
 KV5898 ***********************************************************************
 KV5898  DESIGNATION -  OLD BRIDGE PRIMARY PAIR 1
 KV5898  PID         -  KV5898
 KV5898  STATE/COUNTY-  NJ/MIDDLESEX
 KV5898  COUNTRY     -  US
 KV5898  USGS QUAD   -  FREEHOLD (2019)
 KV5898
 KV5898                         *CURRENT SURVEY CONTROL
 KV5898  ______________________________________________________________________
 KV5898* NAD 83(2011) POSITION- 40 19 41.38791(N) 074 20 59.34867(W)   ADJUSTED
 KV5898* NAD 83(2011) ELLIP HT-   -12.952 (meters)        (06/27/12)   ADJUSTED
 KV5898* NAD 83(2011) EPOCH   -  2010.00
 KV5898* NAVD 88 ORTHO HEIGHT -    19.5   (meters)       64.    (feet) GPS OBS
 KV5898  ______________________________________________________________________
 KV5898  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5898  GEOID HEIGHT    -        -32.454 (meters)                     GEOID18
 KV5898  NAD 83(2011) X  -  1,313,530.182 (meters)                     COMP
 KV5898  NAD 83(2011) Y  - -4,688,678.390 (meters)                     COMP
 KV5898  NAD 83(2011) Z  -  4,105,823.493 (meters)                     COMP
 KV5898  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 KV5898
 KV5898  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5898  Standards:
 KV5898         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5898            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5898  -------------------------------------------------------------------
 KV5898  NETWORK    0.44   0.69           0.17   0.19   0.35     -0.02276556
 KV5898  -------------------------------------------------------------------
 KV5898  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5898
 KV5898.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5898.been affixed to the stable North American tectonic plate. See 
 KV5898.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5898
 KV5898.The horizontal coordinates are valid at the epoch date displayed above
 KV5898.which is a decimal equivalence of Year/Month/Day.
 KV5898
 KV5898.The orthometric height was determined by GPS observations and a
 KV5898.high-resolution geoid model.
 KV5898
 KV5898.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5898.GEOID18 height accuracy estimate available here.
 KV5898
 KV5898.Click photographs - Photos may exist for this station.
 KV5898
 KV5898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5898
 KV5898.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5898
 KV5898.The ellipsoidal height was determined by GPS observations
 KV5898.and is referenced to NAD 83.
 KV5898
 KV5898. The following values were computed from the NAD 83(2011) position.
 KV5898
 KV5898;                    North         East     Units Scale Factor Converg.
 KV5898;SPC NJ       -   165,960.116   162,761.652   MT  0.99990200   +0 05 49.9
 KV5898;SPC NJ       -   544,487.48    533,993.85   sFT  0.99990200   +0 05 49.9
 KV5898;UTM  18      - 4,464,383.988   555,232.854   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5523264383(NAD 83)
 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(2007)-  40 19 41.38831(N)    074 20 59.34918(W) AD(2002.00) 0
 KV5898  ELLIP H (02/10/07)  -12.943  (m)                       GP(2002.00)    
 KV5898  ELLIP H (10/23/02)  -12.935  (m)                       GP(       ) 4 1
 KV5898  NAD 83(1996)-  40 19 41.38835(N)    074 20 59.34947(W) AD(       ) 1
 KV5898  ELLIP H (05/14/99)  -12.937  (m)                       GP(       ) 4 1
 KV5898  NAD 83(1986)-  40 19 41.38862(N)    074 20 59.35177(W) AD(       ) 1
 KV5898  ELLIP H (01/27/92)  -12.830  (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)  RAPSU86  model used  GPS OBS        
 KV5898
 KV5898.Superseded values are not recommended for survey control.
 KV5898
 KV5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5898.See file dsdata.pdf to determine how the superseded data were derived.
 KV5898
 KV5898_MARKER: I = METAL ROD
 KV5898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20210625 MARK NOT FOUND   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.
 KV5898
 KV5898                          STATION RECOVERY (2021)
 KV5898
 KV5898'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV5898'THIS AREA HAS BEEN PAVED OVER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5899 ***********************************************************************
 KV5899  DESIGNATION -  OLD BRIDGE PRIMARY PAIR 2
 KV5899  PID         -  KV5899
 KV5899  STATE/COUNTY-  NJ/MIDDLESEX
 KV5899  COUNTRY     -  US
 KV5899  USGS QUAD   -  FREEHOLD (2019)
 KV5899
 KV5899                         *CURRENT SURVEY CONTROL
 KV5899  ______________________________________________________________________
 KV5899* NAD 83(2011) POSITION- 40 19 36.33427(N) 074 21 08.27102(W)   ADJUSTED
 KV5899* NAD 83(2011) ELLIP HT-   -15.261 (meters)        (06/27/12)   ADJUSTED
 KV5899* NAD 83(2011) EPOCH   -  2010.00
 KV5899* NAVD 88 ORTHO HEIGHT -    17.2   (meters)       56.    (feet) GPS OBS
 KV5899  ______________________________________________________________________
 KV5899  NAVD 88 orthometric height was determined with an earlier geoid model
 KV5899  GEOID HEIGHT    -        -32.456 (meters)                     GEOID18
 KV5899  NAD 83(2011) X  -  1,313,354.098 (meters)                     COMP
 KV5899  NAD 83(2011) Y  - -4,688,830.648 (meters)                     COMP
 KV5899  NAD 83(2011) Z  -  4,105,703.164 (meters)                     COMP
 KV5899  LAPLACE CORR    -          3.61  (seconds)                    DEFLEC18
 KV5899
 KV5899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5899  Standards:
 KV5899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5899  -------------------------------------------------------------------
 KV5899  NETWORK    0.47   0.71           0.18   0.20   0.36     -0.05217428
 KV5899  -------------------------------------------------------------------
 KV5899  Click here for local accuracies and other accuracy information.
 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 June 2012.
 KV5899
 KV5899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5899.been affixed to the stable North American tectonic plate. See 
 KV5899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5899
 KV5899.The horizontal coordinates are valid at the epoch date displayed above
 KV5899.which is a decimal equivalence of Year/Month/Day.
 KV5899
 KV5899.The orthometric height was determined by GPS observations and a
 KV5899.high-resolution geoid model.
 KV5899
 KV5899.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5899.GEOID18 height accuracy estimate available here.
 KV5899
 KV5899.Click photographs - Photos may exist for this station.
 KV5899
 KV5899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5899
 KV5899.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5899
 KV5899.The ellipsoidal height was determined by GPS observations
 KV5899.and is referenced to NAD 83.
 KV5899
 KV5899. The following values were computed from the NAD 83(2011) position.
 KV5899
 KV5899;                    North         East     Units Scale Factor Converg.
 KV5899;SPC NJ       -   165,803.899   162,551.307   MT  0.99990194   +0 05 44.1
 KV5899;SPC NJ       -   543,974.96    533,303.75   sFT  0.99990194   +0 05 44.1
 KV5899;UTM  18      - 4,464,226.627   555,023.450   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5502364226(NAD 83)
 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  NAD 83(2007)-  40 19 36.33468(N)    074 21 08.27153(W) AD(2002.00) 0
 KV5899  ELLIP H (02/10/07)  -15.251  (m)                       GP(2002.00)    
 KV5899  ELLIP H (10/23/02)  -15.243  (m)                       GP(       ) 4 1
 KV5899  NAD 83(1996)-  40 19 36.33471(N)    074 21 08.27182(W) AD(       ) 1
 KV5899  ELLIP H (05/14/99)  -15.246  (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)  -15.138  (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)  RAPSU86  model used  GPS OBS        
 KV5899
 KV5899.Superseded values are not recommended for survey control.
 KV5899
 KV5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5899.See file dsdata.pdf to determine how the superseded data were derived.
 KV5899
 KV5899_MARKER: I = METAL ROD
 KV5899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20210625 MARK NOT FOUND   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.
 KV5899
 KV5899                          STATION RECOVERY (2021)
 KV5899
 KV5899'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV5899'A BUILDING NOW RESIDES OVER THE MARKS LOCATION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5466 ***********************************************************************
 KV5466  DESIGNATION -  OLD BRIDGE SALPA CO TANK
 KV5466  PID         -  KV5466
 KV5466  STATE/COUNTY-  NJ/MIDDLESEX
 KV5466  COUNTRY     -  US
 KV5466  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV5466
 KV5466                         *CURRENT SURVEY CONTROL
 KV5466  ______________________________________________________________________
 KV5466* NAD 83(1996) POSITION- 40 24 05.51726(N) 074 22 35.69141(W)   ADJUSTED
 KV5466  ______________________________________________________________________
 KV5466  GEOID HEIGHT    -        -32.615 (meters)                     GEOID18
 KV5466  LAPLACE CORR    -          4.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5466.GEOID18 height accuracy estimate available here.
 KV5466
 KV5466.Click photographs - Photos may exist for this station.
 KV5466
 KV5466.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5466
 KV5466. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5290272511(NAD 83)
 KV5466
 KV5466                          SUPERSEDED SURVEY CONTROL
 KV5466
 KV5466  NAD 83(1986)-  40 24 05.51649(N)    074 22 35.69233(W) AD(       ) 3
 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
 KV5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5466.See file dsdata.pdf to determine how the superseded data were derived.
 KV5466
 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 = JULY 24, 2026 22:12:30 EDT
 KV5395 ***********************************************************************
 KV5395  DESIGNATION -  OLD BRIDGE TILE CO SQ STACK
 KV5395  PID         -  KV5395
 KV5395  STATE/COUNTY-  NJ/MIDDLESEX
 KV5395  COUNTRY     -  US
 KV5395  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5395
 KV5395                         *CURRENT SURVEY CONTROL
 KV5395  ______________________________________________________________________
 KV5395* NAD 83(1996) POSITION- 40 25 08.72242(N) 074 21 27.63521(W)   ADJUSTED
 KV5395  ______________________________________________________________________
 KV5395  GEOID HEIGHT    -        -32.595 (meters)                     GEOID18
 KV5395  LAPLACE CORR    -          4.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5395.GEOID18 height accuracy estimate available here.
 KV5395
 KV5395.Click photographs - Photos may exist for this station.
 KV5395
 KV5395.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5395
 KV5395. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5449274471(NAD 83)
 KV5395
 KV5395                          SUPERSEDED SURVEY CONTROL
 KV5395
 KV5395  NAD 83(1996)-  40 25 08.72120(N)    074 21 27.63640(W) AD(       ) 3
 KV5395  NAD 83(1986)-  40 25 08.72160(N)    074 21 27.63596(W) AD(       ) 3
 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
 KV5395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5395.See file dsdata.pdf to determine how the superseded data were derived.
 KV5395
 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 = JULY 24, 2026 22:12:30 EDT
 KV5358 ***********************************************************************
 KV5358  DESIGNATION -  OLD BRIDGE WATER WKS SMALL STK
 KV5358  PID         -  KV5358
 KV5358  STATE/COUNTY-  NJ/MIDDLESEX
 KV5358  COUNTRY     -  US
 KV5358  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5358
 KV5358                         *CURRENT SURVEY CONTROL
 KV5358  ______________________________________________________________________
 KV5358* NAD 83(1996) POSITION- 40 25 34.37596(N) 074 20 18.07055(W)   ADJUSTED
 KV5358  ______________________________________________________________________
 KV5358  GEOID HEIGHT    -        -32.560 (meters)                     GEOID18
 KV5358  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5358.GEOID18 height accuracy estimate available here.
 KV5358
 KV5358.Click photographs - Photos may exist for this station.
 KV5358
 KV5358.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5358
 KV5358. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5612575274(NAD 83)
 KV5358
 KV5358                          SUPERSEDED SURVEY CONTROL
 KV5358
 KV5358  NAD 83(1996)-  40 25 34.37475(N)    074 20 18.07147(W) AD(       ) 3
 KV5358  NAD 83(1986)-  40 25 34.37529(N)    074 20 18.07062(W) AD(       ) 3
 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
 KV5358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5358.See file dsdata.pdf to determine how the superseded data were derived.
 KV5358
 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 = JULY 24, 2026 22:12:30 EDT
 KV5359 ***********************************************************************
 KV5359  DESIGNATION -  OLD BRIDGE WATER WKS TALL STK
 KV5359  PID         -  KV5359
 KV5359  STATE/COUNTY-  NJ/MIDDLESEX
 KV5359  COUNTRY     -  US
 KV5359  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5359
 KV5359                         *CURRENT SURVEY CONTROL
 KV5359  ______________________________________________________________________
 KV5359* NAD 83(1996) POSITION- 40 25 34.15090(N) 074 20 16.24645(W)   ADJUSTED
 KV5359  ______________________________________________________________________
 KV5359  GEOID HEIGHT    -        -32.559 (meters)                     GEOID18
 KV5359  LAPLACE CORR    -          4.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5359.GEOID18 height accuracy estimate available here.
 KV5359
 KV5359.Click photographs - Photos may exist for this station.
 KV5359
 KV5359.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5359
 KV5359. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5616875268(NAD 83)
 KV5359
 KV5359                          SUPERSEDED SURVEY CONTROL
 KV5359
 KV5359  NAD 83(1996)-  40 25 34.14969(N)    074 20 16.24736(W) AD(       ) 3
 KV5359  NAD 83(1986)-  40 25 34.15024(N)    074 20 16.24651(W) AD(       ) 3
 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
 KV5359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5359.See file dsdata.pdf to determine how the superseded data were derived.
 KV5359
 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 = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 AF9555  USGS QUAD   -  SANDY HOOK WEST (2019)
 AF9555
 AF9555                         *CURRENT SURVEY CONTROL
 AF9555  ______________________________________________________________________
 AF9555* NAD 83(CORS) POSITION- 40 28 17.34127(N) 074 00 41.74271(W)   ADJUSTED
 AF9555* NAD 83(CORS) ELLIP HT-   -23.354 (meters)        (08/??/95)   ADJUSTED
 AF9555* NAD 83(CORS) EPOCH   -  1996.00
 AF9555  ______________________________________________________________________
 AF9555  GEOID HEIGHT    -        -32.428 (meters)                     GEOID18
 AF9555  NAD 83(CORS) X  -  1,338,341.726 (meters)                     COMP
 AF9555  NAD 83(CORS) Y  - -4,670,919.675 (meters)                     COMP
 AF9555  NAD 83(CORS) Z  -  4,117,936.344 (meters)                     COMP
 AF9555  HORZ ORDER      -  SPECIAL (CORS)
 AF9555  ELLP ORDER      -  SPECIAL (CORS)
 AF9555
 AF9555.Formal positional accuracy estimates are not available for this CORS
 AF9555.because its coordinates were determined in part using modeled velocities.
 AF9555.A time-series residual plot is available that shows daily coordinate
 AF9555.variations relative to the published coordinates and modeled velocities.
 AF9555.Large residuals may indicate a potential error in the modeled velocities.
 AF9555
 AF9555.Residual plot at:
 AF9555.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=SHK0.
 AF9555
 AF9555.The coordinates were established by GPS observations
 AF9555.and adjusted by the National Geodetic Survey in August 1995.
 AF9555
 AF9555.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 AF9555
 AF9555.The coordinates are valid at the epoch date displayed above
 AF9555.which is a decimal equivalence of Year/Month/Day.
 AF9555
 AF9555.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9555.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9555.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9555.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9555.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9555.published epoch of 2010.00.
 AF9555
 AF9555.Additional information on MYCS is available at:
 AF9555.https://geodesy.noaa.gov/CORS/index.shtml
 AF9555
 AF9555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9555.GEOID18 height accuracy estimate available here.
 AF9555
 AF9555.The PID for the CORS L1 Phase Center is AB4000.
 AF9555
 AF9555.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(CORS) position.
 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;UTM  18      - 4,480,558.545   583,787.466   MT  0.99968641   +0 38 29.7
 AF9555
 AF9555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9555!SPC NJ       -   1.00000366  x   0.99992111  =   0.99992477
 AF9555!UTM  18      -   1.00000366  x   0.99968641  =   0.99969007
 AF9555
 AF9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8378780558(NAD 83)
 AF9555
 AF9555                          SUPERSEDED SURVEY CONTROL
 AF9555
 AF9555.No superseded survey control is available for this station.
 AF9555
 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'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9555'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9555'AND LOG FILES ACCESSIBLE AT:
 AF9555'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3235 ***********************************************************************
 JU3235  TIDAL BM    -  This is a Tidal Bench Mark.
 JU3235  DESIGNATION -  OLDMAN
 JU3235  PID         -  JU3235
 JU3235  STATE/COUNTY-  NJ/GLOUCESTER
 JU3235  COUNTRY     -  US
 JU3235  USGS QUAD   -  WOODSTOWN (2019)
 JU3235
 JU3235                         *CURRENT SURVEY CONTROL
 JU3235  ______________________________________________________________________
 JU3235* NAD 83(1996) POSITION- 39 42 58.09198(N) 075 21 38.65141(W)   ADJUSTED
 JU3235* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3235  ______________________________________________________________________
 JU3235  GEOID HEIGHT    -        -33.171 (meters)                     GEOID18
 JU3235  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3235.GEOID18 height accuracy estimate available here.
 JU3235
 JU3235.This Tidal Bench Mark is designated as VM 2816
 JU3235.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU3235
 JU3235.Click photographs - Photos may exist for this station.
 JU3235
 JU3235.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3235
 JU3235. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6908096314(NAD 83)
 JU3235
 JU3235|---------------------------------------------------------------------|
 JU3235| PID    Reference Object                     Distance      Geod. Az  |
 JU3235|                                                           dddmmss.s |
 JU3235| JU3234 AUBURN 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
 JU3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3235.See file dsdata.pdf to determine how the superseded data were derived.
 JU3235
 JU3235_MARKER: DS = TRIANGULATION STATION DISK
 JU3235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU3235_SP_SET: BRIDGE RAILING
 JU3235_STAMPING: OLDMAN 1933
 JU3235_MARK LOGO: CGS
 JU3235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 JU3329 ***********************************************************************
 JU3329  DESIGNATION -  OLDMAN
 JU3329  PID         -  JU3329
 JU3329  STATE/COUNTY-  NJ/SALEM
 JU3329  COUNTRY     -  US
 JU3329  USGS QUAD   -  MARCUS HOOK (2019)
 JU3329
 JU3329                         *CURRENT SURVEY CONTROL
 JU3329  ______________________________________________________________________
 JU3329* NAD 83(1996) POSITION- 39 46 18.73725(N) 075 26 52.14515(W)   ADJUSTED
 JU3329* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3329  ______________________________________________________________________
 JU3329  GEOID HEIGHT    -        -32.991 (meters)                     GEOID18
 JU3329  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3329.GEOID18 height accuracy estimate available here.
 JU3329
 JU3329.Click photographs - Photos may exist for this station.
 JU3329
 JU3329.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3329
 JU3329. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000491  x   0.99961811  =   0.99962302
 JU3329
 JU3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6164702533(NAD 83)
 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
 JU3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3329.See file dsdata.pdf to determine how the superseded data were derived.
 JU3329
 JU3329_MARKER: U = CONCRETE POST
 JU3329_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU3329_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KU1626 ***********************************************************************
 KU1626  DESIGNATION -  OPHIDIA
 KU1626  PID         -  KU1626
 KU1626  STATE/COUNTY-  NJ/BERGEN
 KU1626  COUNTRY     -  US
 KU1626  USGS QUAD   -  YONKERS (2019)
 KU1626
 KU1626                         *CURRENT SURVEY CONTROL
 KU1626  ______________________________________________________________________
 KU1626* NAD 83(1996) POSITION- 40 58 39.55185(N) 073 54 50.20491(W)   ADJUSTED
 KU1626* NAVD 88 ORTHO HEIGHT -   166.306 (meters)      545.62  (feet) ADJUSTED
 KU1626  ______________________________________________________________________
 KU1626  GEOID HEIGHT    -        -31.342 (meters)                     GEOID18
 KU1626  LAPLACE CORR    -          6.44  (seconds)                    DEFLEC18
 KU1626  DYNAMIC HEIGHT  -        166.246 (meters)      545.43  (feet) COMP
 KU1626  MODELED GRAVITY -    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 and
 KU1626.adjusted by the NATIONAL GEODETIC SURVEY
 KU1626.in June 1991.
 KU1626
 KU1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1626.GEOID18 height accuracy estimate available here.
 KU1626
 KU1626.Click photographs - Photos may exist for this station.
 KU1626
 KU1626.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968159
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9137036844(NAD 83)
 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 2011714.9 |
 KU1626| CB7210 OPHIDIA RM 2                         39.188 METERS 24621     |
 KU1626| KU4048 ALPINE SCOUT CAMP TANK              461.988 METERS 2903705.6 |
 KU1626| CB7212 OPHIDIA RM 4                         23.773 METERS 32202     |
 KU1626| LX4167 NYACK USAF RADAR DOME               APPROX. 8.1 KM 3514504.4 |
 KU1626|---------------------------------------------------------------------|
 KU1626
 KU1626                          SUPERSEDED SURVEY CONTROL
 KU1626
 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  NGVD 29             166.62   (m)          546.7    (f) LEVELING    3  
 KU1626
 KU1626.Superseded values are not recommended for survey control.
 KU1626
 KU1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1626.See file dsdata.pdf to determine how the superseded data were derived.
 KU1626
 KU1626_MARKER: DS = TRIANGULATION STATION DISK
 KU1626_SETTING: 7 = 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             CGS
 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KU1625 ***********************************************************************
 KU1625  DESIGNATION -  OPHIDIA AZ MK
 KU1625  PID         -  KU1625
 KU1625  STATE/COUNTY-  NJ/BERGEN
 KU1625  COUNTRY     -  US
 KU1625  USGS QUAD   -  YONKERS (2019)
 KU1625
 KU1625                         *CURRENT SURVEY CONTROL
 KU1625  ______________________________________________________________________
 KU1625* NAD 83(1986) POSITION- 40 58 29.     (N) 073 54 53.     (W)   SCALED
 KU1625* NAVD 88 ORTHO HEIGHT -   164.665 (meters)      540.24  (feet) ADJUSTED
 KU1625  ______________________________________________________________________
 KU1625  GEOID HEIGHT    -        -31.346 (meters)                     GEOID18
 KU1625  DYNAMIC HEIGHT  -        164.605 (meters)      540.04  (feet) COMP
 KU1625  MODELED GRAVITY -    980,256.3   (mgal)                       NAVD 88
 KU1625
 KU1625  VERT ORDER      -  SECOND    CLASS 0
 KU1625
 KU1625.The horizontal coordinates were scaled from a map and have
 KU1625.an estimated accuracy of +/- 6 seconds.
 KU1625
 KU1625.The orthometric height was determined by differential leveling and
 KU1625.adjusted by the NATIONAL GEODETIC SURVEY
 KU1625.in June 1991.
 KU1625
 KU1625.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1625.GEOID18 height accuracy estimate available here.
 KU1625
 KU1625.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL913365(NAD 83)
 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
 KU1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1625.See file dsdata.pdf to determine how the superseded data were derived.
 KU1625
 KU1625_MARKER: DZ = AZIMUTH MARK DISK
 KU1625_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU1625_SP_SET: CULVERT
 KU1625_STAMPING: OPHIDIA 1938
 KU1625_MARK LOGO: CGS
 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             CGS
 KU1625  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KU1625  HISTORY     - 20070508 MARK NOT FOUND   GEOCAC
 KU1625
 KU1625                          STATION DESCRIPTION
 KU1625
 KU1625'DESCRIBED BY COAST AND 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.
 KU1625
 KU1625                          STATION RECOVERY (2007)
 KU1625
 KU1625'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KU1625'THE TOP LAYER OF THE HEADWALL OF THIS CULVERT HAS BEEN DESTROYED.
 KU1625'THIS STATION SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2987 ***********************************************************************
 JU2987  DESIGNATION -  ORIENTAL
 JU2987  PID         -  JU2987
 JU2987  STATE/COUNTY-  NJ/BURLINGTON
 JU2987  COUNTRY     -  US
 JU2987  USGS QUAD   -  INDIAN MILLS (2019)
 JU2987
 JU2987                         *CURRENT SURVEY CONTROL
 JU2987  ______________________________________________________________________
 JU2987* NAD 83(1996) POSITION- 39 48 41.91193(N) 074 42 22.53843(W)   ADJUSTED
 JU2987* NAVD 88 ORTHO HEIGHT -    46.    (meters)      151.    (feet) SCALED
 JU2987  ______________________________________________________________________
 JU2987  GEOID HEIGHT    -        -32.907 (meters)                     GEOID18
 JU2987  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2987.GEOID18 height accuracy estimate available here.
 JU2987
 JU2987.Click photographs - Photos may exist for this station.
 JU2987
 JU2987.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2987
 JU2987. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999787  x   0.99990384  =   0.99990171
 JU2987!UTM  18      -   0.99999787  x   0.99960778  =   0.99960565
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2514206892(NAD 83)
 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
 JU2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2987.See file dsdata.pdf to determine how the superseded data were derived.
 JU2987
 JU2987_MARKER: DS = TRIANGULATION STATION DISK
 JU2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2987_STAMPING: ORIENTAL 1935
 JU2987_MARK LOGO: CGS
 JU2987_PROJECTION: PROJECTING 8 CENTIMETERS
 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 SUITABLE FOR
 JU2987+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2025
 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  HISTORY     - 20251016 GOOD             INDIV
 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.
 JU2987
 JU2987                          STATION RECOVERY (2025)
 JU2987
 JU2987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (AF)
 JU2987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI5200 ***********************************************************************
 AI5200  DESIGNATION -  OSSEX
 AI5200  PID         -  AI5200
 AI5200  STATE/COUNTY-  NJ/MONMOUTH
 AI5200  COUNTRY     -  US
 AI5200  USGS QUAD   -  ASBURY PARK (2019)
 AI5200
 AI5200                         *CURRENT SURVEY CONTROL
 AI5200  ______________________________________________________________________
 AI5200* NAD 83(1996) POSITION- 40 08 38.37062(N) 074 01 27.33197(W)   ADJUSTED
 AI5200* NAVD 88 ORTHO HEIGHT -    11.9   (meters)       39.    (feet) VERTCON3
 AI5200  ______________________________________________________________________
 AI5200  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 AI5200  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5200.GEOID18 height accuracy estimate available here.
 AI5200
 AI5200.Click photographs - Photos may exist for this station.
 AI5200
 AI5200.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5200
 AI5200. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8311444195(NAD 83)
 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
 AI5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5200.See file dsdata.pdf to determine how the superseded data were derived.
 AI5200
 AI5200_MARKER: DD = SURVEY DISK
 AI5200_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI5200_SP_SET: BUILDING ROOF
 AI5200_STAMPING: OSSEX 1988
 AI5200_MARK LOGO: NOS
 AI5200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5200+STABILITY: POSITION/ELEVATION WELL
 AI5200
 AI5200  HISTORY     - Date     Condition        Report By
 AI5200  HISTORY     - 1988     MONUMENTED       NOS
 AI5200
 AI5200                          STATION DESCRIPTION
 AI5200
 AI5200'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 KV0657 ***********************************************************************
 KV0657  DESIGNATION -  OT
 KV0657  PID         -  KV0657
 KV0657  STATE/COUNTY-  NJ/MORRIS
 KV0657  COUNTRY     -  US
 KV0657  USGS QUAD   -  MORRISTOWN (2016)
 KV0657
 KV0657                         *CURRENT SURVEY CONTROL
 KV0657  ______________________________________________________________________
 KV0657* NAD 83(1996) POSITION- 40 49 09.20708(N) 074 24 34.33150(W)   ADJUSTED
 KV0657* NAVD 88 ORTHO HEIGHT -    68.841 (meters)      225.86  (feet) ADJUSTED
 KV0657  ______________________________________________________________________
 KV0657  GEOID HEIGHT    -        -32.756 (meters)                     GEOID18
 KV0657  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 KV0657  DYNAMIC HEIGHT  -         68.811 (meters)      225.76  (feet) COMP
 KV0657  MODELED GRAVITY -    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 and
 KV0657.adjusted by the NATIONAL GEODETIC SURVEY
 KV0657.in June 1991.
 KV0657
 KV0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0657.GEOID18 height accuracy estimate available here.
 KV0657
 KV0657.Click photographs - Photos may exist for this station.
 KV0657
 KV0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999434  x   0.99990072  =   0.99989506
 KV0657!UTM  18      -   0.99999434  x   0.99963052  =   0.99962486
 KV0657
 KV0657:                Primary Azimuth Mark                     Grid Az
 KV0657:SPC NJ       -  HAIT 1935 RM 3                           122 53 43.4
 KV0657:UTM  18      -  HAIT 1935 RM 3                           122 34 06.8
 KV0657
 KV0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4979418857(NAD 83)
 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                                  69.549 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              69.13   (m)          226.8    (f) LEVELING    3  
 KV0657  NGVD 29 (11/26/84)   69.127  (m)          226.79   (f) ADJUSTED    2 0
 KV0657
 KV0657.Superseded values are not recommended for survey control.
 KV0657
 KV0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0657.See file dsdata.pdf to determine how the superseded data were derived.
 KV0657
 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 = JULY 24, 2026 22:12:30 EDT
 KV0652 ***********************************************************************
 KV0652  DESIGNATION -  OT RM 1
 KV0652  PID         -  KV0652
 KV0652  STATE/COUNTY-  NJ/MORRIS
 KV0652  COUNTRY     -  US
 KV0652  USGS QUAD   -  MORRISTOWN (2016)
 KV0652
 KV0652                         *CURRENT SURVEY CONTROL
 KV0652  ______________________________________________________________________
 KV0652* NAD 83(1986) POSITION- 40 49 09.29   (N) 074 24 33.42   (W)   HD_HELD1
 KV0652* NAVD 88 ORTHO HEIGHT -    65.228 (meters)      214.00  (feet) ADJUSTED
 KV0652  ______________________________________________________________________
 KV0652  GEOID HEIGHT    -        -32.756 (meters)                     GEOID18
 KV0652  DYNAMIC HEIGHT  -         65.200 (meters)      213.91  (feet) COMP
 KV0652  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 KV0652
 KV0652  VERT ORDER      -  SECOND    CLASS 0
 KV0652
 KV0652.The horizontal coordinates were determined by differentially corrected
 KV0652.hand held GPS observations or other comparable positioning techniques
 KV0652.and have an estimated accuracy of +/- 3 meters.
 KV0652
 KV0652.The orthometric height was determined by differential leveling and
 KV0652.adjusted by the NATIONAL GEODETIC SURVEY
 KV0652.in June 1991.
 KV0652
 KV0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0652.GEOID18 height accuracy estimate available here.
 KV0652
 KV0652.Click photographs - Photos may exist for this station.
 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       -   220,480.5     157,652.5     MT  (+/- 3 meters HH1 GPS) 
 KV0652
 KV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4981518859(NAD 83)
 KV0652
 KV0652                          SUPERSEDED SURVEY CONTROL
 KV0652
 KV0652  NGVD 29 (11/26/84)   65.514  (m)          214.94   (f) ADJUSTED    2 0
 KV0652
 KV0652.Superseded values are not recommended for survey control.
 KV0652
 KV0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0652.See file dsdata.pdf to determine how the superseded data were derived.
 KV0652
 KV0652_MARKER: DR = REFERENCE MARK DISK
 KV0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0652_STAMPING: OT NO 1 1960
 KV0652_MARK LOGO: CGS
 KV0652_PROJECTION: FLUSH
 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 = JULY 24, 2026 22:12:30 EDT
 KV0653 ***********************************************************************
 KV0653  DESIGNATION -  OT RM 2
 KV0653  PID         -  KV0653
 KV0653  STATE/COUNTY-  NJ/MORRIS
 KV0653  COUNTRY     -  US
 KV0653  USGS QUAD   -  MORRISTOWN (2016)
 KV0653
 KV0653                         *CURRENT SURVEY CONTROL
 KV0653  ______________________________________________________________________
 KV0653* NAD 83(1986) POSITION- 40 49 08.88   (N) 074 24 34.63   (W)   HD_HELD1
 KV0653* NAVD 88 ORTHO HEIGHT -    66.204 (meters)      217.20  (feet) ADJUSTED
 KV0653  ______________________________________________________________________
 KV0653  GEOID HEIGHT    -        -32.756 (meters)                     GEOID18
 KV0653  DYNAMIC HEIGHT  -         66.175 (meters)      217.11  (feet) COMP
 KV0653  MODELED GRAVITY -    980,194.8   (mgal)                       NAVD 88
 KV0653
 KV0653  VERT ORDER      -  SECOND    CLASS 0
 KV0653
 KV0653.The horizontal coordinates were determined by differentially corrected
 KV0653.hand held GPS observations or other comparable positioning techniques
 KV0653.and have an estimated accuracy of +/- 3 meters.
 KV0653
 KV0653.The orthometric height was determined by differential leveling and
 KV0653.adjusted by the NATIONAL GEODETIC SURVEY
 KV0653.in June 1991.
 KV0653
 KV0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0653.GEOID18 height accuracy estimate available here.
 KV0653
 KV0653.Click photographs - Photos may exist for this station.
 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       -   220,467.9     157,624.2     MT  (+/- 3 meters HH1 GPS) 
 KV0653
 KV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4978718847(NAD 83)
 KV0653
 KV0653                          SUPERSEDED SURVEY CONTROL
 KV0653
 KV0653  NGVD 29 (11/26/84)   66.490  (m)          218.14   (f) ADJUSTED    2 0
 KV0653
 KV0653.Superseded values are not recommended for survey control.
 KV0653
 KV0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0653.See file dsdata.pdf to determine how the superseded data were derived.
 KV0653
 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 = JULY 24, 2026 22:12:30 EDT
 JU2543 ***********************************************************************
 JU2543  DESIGNATION -  OUT
 JU2543  PID         -  JU2543
 JU2543  STATE/COUNTY-  NJ/SALEM
 JU2543  COUNTRY     -  US
 JU2543  USGS QUAD   -  SALEM (2019)
 JU2543
 JU2543                         *CURRENT SURVEY CONTROL
 JU2543  ______________________________________________________________________
 JU2543* NAD 83(1996) POSITION- 39 35 04.13034(N) 075 29 31.73310(W)   NO CHECK
 JU2543* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) VERTCON3
 JU2543  ______________________________________________________________________
 JU2543  GEOID HEIGHT    -        -33.455 (meters)                     GEOID18
 JU2543  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 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
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2543.GEOID18 height accuracy estimate available here.
 JU2543
 JU2543.Click photographs - Photos may exist for this station.
 JU2543
 JU2543.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2543
 JU2543. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000509  x   0.99962199  =   0.99962708
 JU2543
 JU2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5773681755(NAD 83)
 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
 JU2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2543.See file dsdata.pdf to determine how the superseded data were derived.
 JU2543
 JU2543_MARKER: DD = SURVEY DISK
 JU2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2543_STAMPING: OUT 1983
 JU2543_MARK LOGO: NOS
 JU2543_PROJECTION: RECESSED 8 CENTIMETERS
 JU2543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2543+STABILITY: SURFACE MOTION
 JU2543
 JU2543  HISTORY     - Date     Condition        Report By
 JU2543  HISTORY     - 1983     MONUMENTED       NOS
 JU2543
 JU2543                          STATION DESCRIPTION
 JU2543
 JU2543'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (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 = JULY 24, 2026 22:12:30 EDT
 KV4657 ***********************************************************************
 KV4657  DESIGNATION -  OUTER
 KV4657  PID         -  KV4657
 KV4657  STATE/COUNTY-  NJ/MIDDLESEX
 KV4657  COUNTRY     -  US
 KV4657  USGS QUAD   -  ARTHUR KILL (2019)
 KV4657
 KV4657                         *CURRENT SURVEY CONTROL
 KV4657  ______________________________________________________________________
 KV4657* NAD 83(1996) POSITION- 40 31 28.79948(N) 074 14 52.15344(W)   ADJUSTED
 KV4657* NAVD 88 ORTHO HEIGHT -    30.    (meters)       98.    (feet) SCALED
 KV4657  ______________________________________________________________________
 KV4657  GEOID HEIGHT    -        -32.464 (meters)                     GEOID18
 KV4657  LAPLACE CORR    -          4.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4657.GEOID18 height accuracy estimate available here.
 KV4657
 KV4657.Click photographs - Photos may exist for this station.
 KV4657
 KV4657.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4657
 KV4657. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000044  x   0.99990562  =   0.99990606
 KV4657!SPC NY L     -   1.00000044  x   1.00001094  =   1.00001138
 KV4657!UTM  18      -   1.00000044  x   0.99964996  =   0.99965040
 KV4657
 KV4657:                Primary Azimuth Mark                     Grid Az
 KV4657:SPC NJ       -  PRINCESS BAY LH ECC 2                    122 44 55.8
 KV4657:SPC NY L     -  PRINCESS BAY LH ECC 2                    123 04 29.2
 KV4657:UTM  18      -  PRINCESS BAY LH ECC 2                    122 25 26.1
 KV4657
 KV4657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6371286264(NAD 83)
 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
 KV4657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4657.See file dsdata.pdf to determine how the superseded data were derived.
 KV4657
 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 = JULY 24, 2026 22:12:30 EDT
 KV6498 ***********************************************************************
 KV6498  DESIGNATION -  OUTERBRIDGE REACH RNG FR LT
 KV6498  PID         -  KV6498
 KV6498  STATE/COUNTY-  NJ/MIDDLESEX
 KV6498  COUNTRY     -  US
 KV6498  USGS QUAD   -  PERTH AMBOY (2016)
 KV6498
 KV6498                         *CURRENT SURVEY CONTROL
 KV6498  ______________________________________________________________________
 KV6498* NAD 83(1996) POSITION- 40 33 06.44548(N) 074 15 12.66582(W)   ADJUSTED
 KV6498* NAVD 88 ORTHO HEIGHT -     8.5   (meters)       28.    (feet) VERTCON3
 KV6498  ______________________________________________________________________
 KV6498  GEOID HEIGHT    -        -32.492 (meters)                     GEOID18
 KV6498  LAPLACE CORR    -          4.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6498.GEOID18 height accuracy estimate available here.
 KV6498
 KV6498.Click photographs - Photos may exist for this station.
 KV6498
 KV6498.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6498
 KV6498. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6320389271(NAD 83)
 KV6498
 KV6498                          SUPERSEDED SURVEY CONTROL
 KV6498
 KV6498  NAD 83(1986)-  40 33 06.44560(N)    074 15 12.66499(W) AD(       ) 3
 KV6498  NGVD 29 (09/24/91)    8.8    (m)           29.     (f) VERT ANG       
 KV6498
 KV6498.Superseded values are not recommended for survey control.
 KV6498
 KV6498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6498.See file dsdata.pdf to determine how the superseded data were derived.
 KV6498
 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 = JULY 24, 2026 22:12:30 EDT
 KV6499 ***********************************************************************
 KV6499  DESIGNATION -  OUTERBRIDGE REACH RNG R LT
 KV6499  PID         -  KV6499
 KV6499  STATE/COUNTY-  NJ/MIDDLESEX
 KV6499  COUNTRY     -  US
 KV6499  USGS QUAD   -  PERTH AMBOY (2016)
 KV6499
 KV6499                         *CURRENT SURVEY CONTROL
 KV6499  ______________________________________________________________________
 KV6499* NAD 83(1996) POSITION- 40 33 13.57978(N) 074 15 14.05314(W)   ADJUSTED
 KV6499* NAVD 88 ORTHO HEIGHT -    13.8   (meters)       45.    (feet) VERTCON3
 KV6499  ______________________________________________________________________
 KV6499  GEOID HEIGHT    -        -32.494 (meters)                     GEOID18
 KV6499  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6499.GEOID18 height accuracy estimate available here.
 KV6499
 KV6499.Click photographs - Photos may exist for this station.
 KV6499
 KV6499.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6499
 KV6499. The following values were computed from the NAD 83(1996) position.
 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  =   0.99990828
 KV6499!SPC NY L     -   1.00000293  x   1.00000820  =   1.00001113
 KV6499!UTM  18      -   1.00000293  x   0.99964912  =   0.99965205
 KV6499
 KV6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6316989490(NAD 83)
 KV6499
 KV6499                          SUPERSEDED SURVEY CONTROL
 KV6499
 KV6499  NAD 83(1996)-  40 33 13.57977(N)    074 15 14.05314(W) AD(       ) 3
 KV6499  NAD 83(1986)-  40 33 13.57985(N)    074 15 14.05233(W) AD(       ) 3
 KV6499  NGVD 29 (09/24/91)   14.2    (m)           47.     (f) VERT ANG       
 KV6499
 KV6499.Superseded values are not recommended for survey control.
 KV6499
 KV6499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6499.See file dsdata.pdf to determine how the superseded data were derived.
 KV6499
 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 = JULY 24, 2026 22:12:30 EDT
 JU2544 ***********************************************************************
 JU2544  DESIGNATION -  OVER
 JU2544  PID         -  JU2544
 JU2544  STATE/COUNTY-  NJ/SALEM
 JU2544  COUNTRY     -  US
 JU2544  USGS QUAD   -  DELAWARE CITY (2016)
 JU2544
 JU2544                         *CURRENT SURVEY CONTROL
 JU2544  ______________________________________________________________________
 JU2544* NAD 83(1996) POSITION- 39 34 05.05613(N) 075 30 29.10570(W)   ADJUSTED
 JU2544* NAVD 88 ORTHO HEIGHT -     1.0   (meters)        3.    (feet) VERTCON3
 JU2544  ______________________________________________________________________
 JU2544  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 JU2544  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2544.GEOID18 height accuracy estimate available here.
 JU2544
 JU2544.Click photographs - Photos may exist for this station.
 JU2544
 JU2544.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2544
 JU2544. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000509  x   0.99999234  =   0.99999743
 JU2544!UTM  18      -   1.00000509  x   0.99962345  =   0.99962854
 JU2544
 JU2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5635779942(NAD 83)
 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
 JU2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2544.See file dsdata.pdf to determine how the superseded data were derived.
 JU2544
 JU2544_MARKER: DD = SURVEY DISK
 JU2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2544_STAMPING: OVER 1983
 JU2544_MARK LOGO: NOS
 JU2544_PROJECTION: FLUSH
 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     - 1983     MONUMENTED       NOS
 JU2544
 JU2544                          STATION DESCRIPTION
 JU2544
 JU2544'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (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 = JULY 24, 2026 22:12:30 EDT
 JU2735 ***********************************************************************
 JU2735  DESIGNATION -  OYSTER
 JU2735  PID         -  JU2735
 JU2735  STATE/COUNTY-  NJ/ATLANTIC
 JU2735  COUNTRY     -  US
 JU2735  USGS QUAD   -  NEW GRETNA (2019)
 JU2735
 JU2735                         *CURRENT SURVEY CONTROL
 JU2735  ______________________________________________________________________
 JU2735* NAD 83(1996) POSITION- 39 30 22.95699(N) 074 24 41.87924(W)   ADJUSTED
 JU2735* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2735  ______________________________________________________________________
 JU2735  GEOID HEIGHT    -        -33.792 (meters)                     GEOID18
 JU2735  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2735.GEOID18 height accuracy estimate available here.
 JU2735
 JU2735.Click photographs - Photos may exist for this station.
 JU2735
 JU2735.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2735
 JU2735. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000521  x   0.99990071  =   0.99990592
 JU2735!UTM  18      -   1.00000521  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5058273137(NAD 83)
 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
 JU2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2735.See file dsdata.pdf to determine how the superseded data were derived.
 JU2735
 JU2735_MARKER: DS = TRIANGULATION STATION DISK
 JU2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2735_STAMPING: OYSTER 1935
 JU2735_MARK LOGO: CGS
 JU2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2735+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KU4518 ***********************************************************************
 KU4518  DESIGNATION -  OYSTER
 KU4518  PID         -  KU4518
 KU4518  STATE/COUNTY-  NJ/MONMOUTH
 KU4518  COUNTRY     -  US
 KU4518  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU4518
 KU4518                         *CURRENT SURVEY CONTROL
 KU4518  ______________________________________________________________________
 KU4518* NAD 83(1996) POSITION- 40 21 32.13507(N) 073 58 58.24631(W)   ADJUSTED
 KU4518* NAVD 88 ORTHO HEIGHT -     1.4   (meters)        5.    (feet) VERTCON3
 KU4518  ______________________________________________________________________
 KU4518  GEOID HEIGHT    -        -32.651 (meters)                     GEOID18
 KU4518  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4518.GEOID18 height accuracy estimate available here.
 KU4518
 KU4518.Click photographs - Photos may exist for this station.
 KU4518
 KU4518.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4518
 KU4518. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000491  x   0.99992374  =   0.99992865
 KU4518!UTM  18      -   1.00000491  x   0.99969182  =   0.99969673
 KU4518
 KU4518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8636868092(NAD 83)
 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
 KU4518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4518.See file dsdata.pdf to determine how the superseded data were derived.
 KU4518
 KU4518_MARKER: DE = TRAVERSE STATION DISK
 KU4518_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0671 ***********************************************************************
 JU0671  DESIGNATION -  P 10
 JU0671  PID         -  JU0671
 JU0671  STATE/COUNTY-  NJ/GLOUCESTER
 JU0671  COUNTRY     -  US
 JU0671  USGS QUAD   -  WOODBURY (2019)
 JU0671
 JU0671                         *CURRENT SURVEY CONTROL
 JU0671  ______________________________________________________________________
 JU0671* NAD 83(2011) POSITION- 39 49 52.68012(N) 075 09 07.82952(W)   ADJUSTED
 JU0671* NAD 83(2011) ELLIP HT-   -22.762 (meters)        (06/27/12)   ADJUSTED
 JU0671* NAD 83(2011) EPOCH   -  2010.00
 JU0671* NAVD 88 ORTHO HEIGHT -    10.173 (meters)       33.38  (feet) ADJUSTED
 JU0671  ______________________________________________________________________
 JU0671  GEOID HEIGHT    -        -32.926 (meters)                     GEOID18
 JU0671  NAD 83(2011) X  -  1,256,844.889 (meters)                     COMP
 JU0671  NAD 83(2011) Y  - -4,740,940.129 (meters)                     COMP
 JU0671  NAD 83(2011) Z  -  4,063,604.306 (meters)                     COMP
 JU0671  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 JU0671  DYNAMIC HEIGHT  -         10.168 (meters)       33.36  (feet) COMP
 JU0671  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 JU0671
 JU0671  VERT ORDER      -  FIRST     CLASS II
 JU0671
 JU0671  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0671  Standards:
 JU0671         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0671            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0671  -------------------------------------------------------------------
 JU0671  NETWORK    0.58   1.00           0.27   0.19   0.51     -0.16599525
 JU0671  -------------------------------------------------------------------
 JU0671  Click here for local accuracies and other accuracy information.
 JU0671
 JU0671.The horizontal coordinates were established by GPS observations
 JU0671.and adjusted by the National Geodetic Survey in June 2012.
 JU0671
 JU0671.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0671.been affixed to the stable North American tectonic plate. See 
 JU0671.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0671
 JU0671.The horizontal coordinates are valid at the epoch date displayed above
 JU0671.which is a decimal equivalence of Year/Month/Day.
 JU0671
 JU0671.The orthometric height was determined by differential leveling and
 JU0671.adjusted by the NATIONAL GEODETIC SURVEY
 JU0671.in June 2007.
 JU0671
 JU0671.No vertical observational check was made to the station.
 JU0671
 JU0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0671.GEOID18 height accuracy estimate available here.
 JU0671
 JU0671.Click photographs - Photos may exist for this station.
 JU0671
 JU0671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0671
 JU0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0671
 JU0671.The ellipsoidal height was determined by GPS observations
 JU0671.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0671
 JU0671;                    North         East     Units Scale Factor Converg.
 JU0671;SPC NJ       -   110,988.521    94,176.828   MT  0.99993835   -0 25 03.9
 JU0671;SPC NJ       -   364,134.84    308,978.48   sFT  0.99993835   -0 25 03.9
 JU0671;UTM  18      - 4,409,044.522   486,978.487   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8697809044(NAD 83)
 JU0671
 JU0671                          SUPERSEDED SURVEY CONTROL
 JU0671
 JU0671  NAD 83(2007)-  39 49 52.68051(N)    075 09 07.83026(W) AD(2002.00) 0
 JU0671  ELLIP H (02/10/07)  -22.753  (m)                       GP(2002.00)    
 JU0671  ELLIP H (09/25/02)  -22.740  (m)                       GP(       ) 4 1
 JU0671  NAD 83(1996)-  39 49 52.68036(N)    075 09 07.83021(W) AD(       ) 1
 JU0671  ELLIP H (03/31/00)  -22.735  (m)                       GP(       ) 3 1
 JU0671  NAVD 88              10.17   (m)           33.4    (f) LEVELING    3  
 JU0671  NAVD 88 (??/??/92)   10.167  (m)           33.36   (f) SUPERSEDED  3 0
 JU0671  NGVD 29 (11/26/84)   10.528  (m)           34.54   (f) ADJUSTED    1 2
 JU0671
 JU0671.Superseded values are not recommended for survey control.
 JU0671
 JU0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0671.See file dsdata.pdf to determine how the superseded data were derived.
 JU0671
 JU0671_MARKER: DB = BENCH MARK DISK
 JU0671_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU0671_SP_SET: SIGNAL BASE
 JU0671_STAMPING: P 10 1930 34.541
 JU0671_MARK LOGO: CGS
 JU0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0671+STABILITY: SURFACE MOTION
 JU0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0671+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2007
 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     - 20030603 GOOD             NJGS
 JU0671  HISTORY     - 20041123 GOOD             STEWRT
 JU0671  HISTORY     - 20070111 GOOD             JCLS
 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 (2003)
 JU0671
 JU0671'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU0671'RECOVERED AS DESCRIBED BY NJGS
 JU0671
 JU0671                          STATION RECOVERY (2004)
 JU0671
 JU0671'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2004 (DEN)
 JU0671'RECOVERED IN GOOD CONDITION.
 JU0671
 JU0671                          STATION RECOVERY (2007)
 JU0671
 JU0671'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 JU0671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3425 ***********************************************************************
 KV3425  DESIGNATION -  P 101
 KV3425  PID         -  KV3425
 KV3425  STATE/COUNTY-  NJ/BERGEN
 KV3425  COUNTRY     -  US
 KV3425  USGS QUAD   -  HACKENSACK (2019)
 KV3425
 KV3425                         *CURRENT SURVEY CONTROL
 KV3425  ______________________________________________________________________
 KV3425* NAD 83(2011) POSITION- 40 55 29.89864(N) 074 06 24.74677(W)   ADJUSTED
 KV3425* NAD 83(2011) ELLIP HT-    -9.978 (meters)        (06/27/12)   ADJUSTED
 KV3425* NAD 83(2011) EPOCH   -  2010.00
 KV3425* NAVD 88 ORTHO HEIGHT -    22.098 (meters)       72.50  (feet) ADJUSTED
 KV3425  ______________________________________________________________________
 KV3425  GEOID HEIGHT    -        -32.058 (meters)                     GEOID18
 KV3425  NAD 83(2011) X  -  1,321,582.848 (meters)                     COMP
 KV3425  NAD 83(2011) Y  - -4,641,566.119 (meters)                     COMP
 KV3425  NAD 83(2011) Z  -  4,156,124.760 (meters)                     COMP
 KV3425  LAPLACE CORR    -          6.35  (seconds)                    DEFLEC18
 KV3425  DYNAMIC HEIGHT  -         22.089 (meters)       72.47  (feet) COMP
 KV3425  MODELED GRAVITY -    980,227.9   (mgal)                       NAVD 88
 KV3425
 KV3425  VERT ORDER      -  FIRST     CLASS II
 KV3425
 KV3425  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV3425  Standards:
 KV3425         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV3425            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV3425  -------------------------------------------------------------------
 KV3425  NETWORK    0.57   1.49           0.25   0.21   0.76      0.02423231
 KV3425  -------------------------------------------------------------------
 KV3425  Click here for local accuracies and other accuracy information.
 KV3425
 KV3425.The horizontal coordinates were established by GPS observations
 KV3425.and adjusted by the National Geodetic Survey in June 2012.
 KV3425
 KV3425.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV3425.been affixed to the stable North American tectonic plate. See 
 KV3425.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV3425
 KV3425.The horizontal coordinates are valid at the epoch date displayed above
 KV3425.which is a decimal equivalence of Year/Month/Day.
 KV3425
 KV3425.The orthometric height was determined by differential leveling and
 KV3425.adjusted by the NATIONAL GEODETIC SURVEY
 KV3425.in June 1991.
 KV3425
 KV3425.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3425.GEOID18 height accuracy estimate available here.
 KV3425
 KV3425.Click photographs - Photos may exist for this station.
 KV3425
 KV3425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3425
 KV3425.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3425
 KV3425.The ellipsoidal height was determined by GPS observations
 KV3425.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV3425
 KV3425;                    North         East     Units Scale Factor Converg.
 KV3425;SPC NJ       -   232,290.692   183,109.925   MT  0.99991349   +0 15 27.1
 KV3425;SPC NJ       -   762,107.05    600,753.15   sFT  0.99991349   +0 15 27.1
 KV3425;UTM  18      - 4,530,812.232   575,198.805   MT  0.99966960   +0 35 06.3
 KV3425
 KV3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3425!SPC NJ       -   1.00000157  x   0.99991349  =   0.99991506
 KV3425!UTM  18      -   1.00000157  x   0.99966960  =   0.99967116
 KV3425
 KV3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7519830812(NAD 83)
 KV3425
 KV3425                          SUPERSEDED SURVEY CONTROL
 KV3425
 KV3425  NAD 83(2007)-  40 55 29.89873(N)    074 06 24.74779(W) AD(2002.00) 0
 KV3425  ELLIP H (02/10/07)   -9.946  (m)                       GP(2002.00)    
 KV3425  ELLIP H (10/23/02)   -9.939  (m)                       GP(       ) 4 1
 KV3425  NAD 83(1996)-  40 55 29.89881(N)    074 06 24.74874(W) AD(       ) 1
 KV3425  ELLIP H (05/14/99)   -9.932  (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)   -9.983  (m)                       GP(       ) 3 2
 KV3425  NAD 83(1986)-  40 55 29.89766(N)    074 06 24.75043(W) AD(       ) 1
 KV3425  NAVD 88              22.10   (m)           72.5    (f) LEVELING    3  
 KV3425  NGVD 29 (11/26/84)   22.404  (m)           73.50   (f) ADJUSTED    1 2
 KV3425
 KV3425.Superseded values are not recommended for survey control.
 KV3425
 KV3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3425.See file dsdata.pdf to determine how the superseded data were derived.
 KV3425
 KV3425_MARKER: DV = VERTICAL CONTROL DISK
 KV3425_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV3425_STAMPING: P 101 1979
 KV3425_MARK LOGO: NGS
 KV3425_PROJECTION: FLUSH
 KV3425_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3425+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2020
 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  HISTORY     - 20070121 GOOD             GEOCAC
 KV3425  HISTORY     - 20120123 GOOD             INDIV
 KV3425  HISTORY     - 20200513 GOOD             NJGS
 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
 KV3425
 KV3425                          STATION RECOVERY (2007)
 KV3425
 KV3425'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3425'RECOVERED IN GOOD CONDITION.
 KV3425
 KV3425                          STATION RECOVERY (2012)
 KV3425
 KV3425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (MH)
 KV3425'NOTE, MONUMENT IS INSIDE OF A PVC PIPE AND IS LOOSE.
 KV3425
 KV3425                          STATION RECOVERY (2020)
 KV3425
 KV3425'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV3425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2239 ***********************************************************************
 LY2239  DESIGNATION -  P 102
 LY2239  PID         -  LY2239
 LY2239  STATE/COUNTY-  NJ/PASSAIC
 LY2239  COUNTRY     -  US
 LY2239  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY2239
 LY2239                         *CURRENT SURVEY CONTROL
 LY2239  ______________________________________________________________________
 LY2239* NAD 83(1986) POSITION- 41 01 42.     (N) 074 24 53.     (W)   SCALED
 LY2239* NAVD 88 ORTHO HEIGHT -   212.608 (meters)      697.53  (feet) ADJUSTED
 LY2239  ______________________________________________________________________
 LY2239  GEOID HEIGHT    -        -32.329 (meters)                     GEOID18
 LY2239  DYNAMIC HEIGHT  -        212.515 (meters)      697.23  (feet) COMP
 LY2239  MODELED GRAVITY -    980,183.8   (mgal)                       NAVD 88
 LY2239
 LY2239  VERT ORDER      -  FIRST     CLASS II
 LY2239
 LY2239.The horizontal coordinates were scaled from a map and have
 LY2239.an estimated accuracy of +/- 6 seconds.
 LY2239
 LY2239.The orthometric height was determined by differential leveling and
 LY2239.adjusted by the NATIONAL GEODETIC SURVEY
 LY2239.in June 1991.
 LY2239
 LY2239.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2239.GEOID18 height accuracy estimate available here.
 LY2239
 LY2239.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL492420(NAD 83)
 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
 LY2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2239.See file dsdata.pdf to determine how the superseded data were derived.
 LY2239
 LY2239_MARKER: DV = VERTICAL CONTROL DISK
 LY2239_SETTING: 66 = SET IN ROCK OUTCROP
 LY2239_STAMPING: P 102 1979
 LY2239_MARK LOGO: NGS
 LY2239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2239+STABILITY: POSITION/ELEVATION WELL
 LY2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2239+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2023
 LY2239
 LY2239  HISTORY     - Date     Condition        Report By
 LY2239  HISTORY     - 1979     MONUMENTED       NGS
 LY2239  HISTORY     - 20231113 GOOD             NJGS
 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.
 LY2239
 LY2239                          STATION RECOVERY (2023)
 LY2239
 LY2239'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2023 (MI)
 LY2239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0080 ***********************************************************************
 KV0080  DESIGNATION -  P 11
 KV0080  PID         -  KV0080
 KV0080  STATE/COUNTY-  NJ/ESSEX
 KV0080  COUNTRY     -  US
 KV0080  USGS QUAD   -  ELIZABETH (2016)
 KV0080
 KV0080                         *CURRENT SURVEY CONTROL
 KV0080  ______________________________________________________________________
 KV0080* NAD 83(1986) POSITION- 40 41 56.2    (N) 074 11 50.4    (W)   HD_HELD2
 KV0080* NAVD 88 ORTHO HEIGHT -     6.597 (meters)       21.64  (feet) ADJUSTED
 KV0080  ______________________________________________________________________
 KV0080  GEOID HEIGHT    -        -32.391 (meters)                     GEOID18
 KV0080  DYNAMIC HEIGHT  -          6.594 (meters)       21.63  (feet) COMP
 KV0080  MODELED GRAVITY -    980,218.4   (mgal)                       NAVD 88
 KV0080
 KV0080  VERT ORDER      -  FIRST     CLASS I
 KV0080
 KV0080.The horizontal coordinates were established by autonomous hand held GPS
 KV0080.observations and have an estimated accuracy of +/- 10 meters.
 KV0080
 KV0080.The orthometric height was determined by differential leveling and
 KV0080.adjusted by the NATIONAL GEODETIC SURVEY
 KV0080.in June 1991.
 KV0080
 KV0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0080.GEOID18 height accuracy estimate available here.
 KV0080
 KV0080.Click photographs - Photos may exist for this station.
 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       -   207,162.      175,578.      MT  (+/- 10 meters HH2 GPS)
 KV0080
 KV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6781205647(NAD 83)
 KV0080
 KV0080                          SUPERSEDED SURVEY CONTROL
 KV0080
 KV0080  NGVD 29 (04/16/92)    6.933  (m)           22.75   (f) ADJUSTED    1 1
 KV0080  NGVD 29 (??/??/87)    6.931  (m)           22.74   (f) SUPERSEDED  1 1
 KV0080
 KV0080.Superseded values are not recommended for survey control.
 KV0080
 KV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0080.See file dsdata.pdf to determine how the superseded data were derived.
 KV0080
 KV0080_MARKER: DB = BENCH MARK DISK
 KV0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0080_SP_SET: PILLAR
 KV0080_STAMPING: P 11 1933 22.739
 KV0080_MARK LOGO: CGS
 KV0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0080+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 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  HISTORY     - 20070324 GOOD             GEOCAC
 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.
 KV0080
 KV0080                          STATION RECOVERY (2007)
 KV0080
 KV0080'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV0080'THE DISK IS PAINTED-OVER BUT READABLE.  ALSO, IT IS LOCATED ABOUT 12
 KV0080'FEET SOUTHEAST OF WOOD UTILITY POLE WITH FIRE ALARM BOX, NUMBER
 KV0080'79656N.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0152 ***********************************************************************
 KV0152  DESIGNATION -  P 12
 KV0152  PID         -  KV0152
 KV0152  STATE/COUNTY-  NJ/BERGEN
 KV0152  COUNTRY     -  US
 KV0152  USGS QUAD   -  HACKENSACK (2019)
 KV0152
 KV0152                         *CURRENT SURVEY CONTROL
 KV0152  ______________________________________________________________________
 KV0152* NAD 83(1986) POSITION- 40 55 18.     (N) 074 06 54.     (W)   SCALED
 KV0152* NAVD 88 ORTHO HEIGHT -    17.458 (meters)       57.28  (feet) ADJUSTED
 KV0152  ______________________________________________________________________
 KV0152  GEOID HEIGHT    -        -32.085 (meters)                     GEOID18
 KV0152  DYNAMIC HEIGHT  -         17.451 (meters)       57.25  (feet) COMP
 KV0152  MODELED GRAVITY -    980,226.0   (mgal)                       NAVD 88
 KV0152
 KV0152  VERT ORDER      -  FIRST     CLASS II
 KV0152
 KV0152.The horizontal coordinates were scaled from a map and have
 KV0152.an estimated accuracy of +/- 6 seconds.
 KV0152
 KV0152.The orthometric height was determined by differential leveling and
 KV0152.adjusted by the NATIONAL GEODETIC SURVEY
 KV0152.in June 1991.
 KV0152
 KV0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0152.GEOID18 height accuracy estimate available here.
 KV0152
 KV0152.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745304(NAD 83)
 KV0152
 KV0152                          SUPERSEDED SURVEY CONTROL
 KV0152
 KV0152  NGVD 29 (11/26/84)   17.754  (m)           58.25   (f) ADJUSTED    1 2
 KV0152
 KV0152.Superseded values are not recommended for survey control.
 KV0152
 KV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0152.See file dsdata.pdf to determine how the superseded data were derived.
 KV0152
 KV0152_MARKER: DB = BENCH MARK DISK
 KV0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0152_SP_SET: UNDERPASS
 KV0152_STAMPING: P 12 1933
 KV0152_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV0153 ***********************************************************************
 KV0153  DESIGNATION -  P 12 RESET
 KV0153  PID         -  KV0153
 KV0153  STATE/COUNTY-  NJ/BERGEN
 KV0153  COUNTRY     -  US
 KV0153  USGS QUAD   -  HACKENSACK (2019)
 KV0153
 KV0153                         *CURRENT SURVEY CONTROL
 KV0153  ______________________________________________________________________
 KV0153* NAD 83(1986) POSITION- 40 55 19.4    (N) 074 06 54.5    (W)   HD_HELD2
 KV0153* NAVD 88 ORTHO HEIGHT -    22.136 (meters)       72.62  (feet) ADJUSTED
 KV0153  ______________________________________________________________________
 KV0153  GEOID HEIGHT    -        -32.085 (meters)                     GEOID18
 KV0153  DYNAMIC HEIGHT  -         22.128 (meters)       72.60  (feet) COMP
 KV0153  MODELED GRAVITY -    980,226.0   (mgal)                       NAVD 88
 KV0153
 KV0153  VERT ORDER      -  FIRST     CLASS II
 KV0153
 KV0153.The horizontal coordinates were established by autonomous hand held GPS
 KV0153.observations and have an estimated accuracy of +/- 10 meters.
 KV0153
 KV0153.The orthometric height was determined by differential leveling and
 KV0153.adjusted by the NATIONAL GEODETIC SURVEY
 KV0153.in June 1991.
 KV0153
 KV0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0153.GEOID18 height accuracy estimate available here.
 KV0153
 KV0153.Click photographs - Photos may exist for this station.
 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       -   231,964.      182,415.      MT  (+/- 10 meters HH2 GPS)
 KV0153
 KV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7450630481(NAD 83)
 KV0153
 KV0153                          SUPERSEDED SURVEY CONTROL
 KV0153
 KV0153  NGVD 29 (11/26/84)   22.443  (m)           73.63   (f) ADJUSTED    1 2
 KV0153
 KV0153.Superseded values are not recommended for survey control.
 KV0153
 KV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0153.See file dsdata.pdf to determine how the superseded data were derived.
 KV0153
 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 = JULY 24, 2026 22:12:30 EDT
 LY0424 ***********************************************************************
 LY0424  DESIGNATION -  P 13
 LY0424  PID         -  LY0424
 LY0424  STATE/COUNTY-  NJ/PASSAIC
 LY0424  COUNTRY     -  US
 LY0424  USGS QUAD   -  NEWFOUNDLAND (2019)
 LY0424
 LY0424                         *CURRENT SURVEY CONTROL
 LY0424  ______________________________________________________________________
 LY0424* NAD 83(1986) POSITION- 41 04 43.     (N) 074 29 22.     (W)   SCALED
 LY0424* NAVD 88 ORTHO HEIGHT -   277.604 (meters)      910.77  (feet) ADJUSTED
 LY0424  ______________________________________________________________________
 LY0424  GEOID HEIGHT    -        -32.333 (meters)                     GEOID18
 LY0424  DYNAMIC HEIGHT  -        277.481 (meters)      910.37  (feet) COMP
 LY0424  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 LY0424
 LY0424  VERT ORDER      -  FIRST     CLASS II
 LY0424
 LY0424.The horizontal coordinates were scaled from a map and have
 LY0424.an estimated accuracy of +/- 6 seconds.
 LY0424
 LY0424.The orthometric height was determined by differential leveling and
 LY0424.adjusted by the NATIONAL GEODETIC SURVEY
 LY0424.in June 1991.
 LY0424
 LY0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0424.GEOID18 height accuracy estimate available here.
 LY0424
 LY0424.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL428476(NAD 83)
 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
 LY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0424.See file dsdata.pdf to determine how the superseded data were derived.
 LY0424
 LY0424_MARKER: DB = BENCH MARK DISK
 LY0424_SETTING: 80 = SET IN A BOULDER
 LY0424_STAMPING: 911.399 P 13 1933
 LY0424_MARK LOGO: CGS
 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             CGS
 LY0424  HISTORY     - 20170910 GOOD             GEOCAC
 LY0424
 LY0424                          STATION DESCRIPTION
 LY0424
 LY0424'DESCRIBED BY COAST AND 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.
 LY0424
 LY0424                          STATION RECOVERY (2017)
 LY0424
 LY0424'RECOVERY NOTE BY GEOCACHING 2017 (PR)
 LY0424'HAND-HELD GPS COORDS N 41 04.710 W 074 29.360
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0521 ***********************************************************************
 KV0521  DESIGNATION -  P 14
 KV0521  PID         -  KV0521
 KV0521  STATE/COUNTY-  NJ/BERGEN
 KV0521  COUNTRY     -  US
 KV0521  USGS QUAD   -  PATERSON (2016)
 KV0521
 KV0521                         *CURRENT SURVEY CONTROL
 KV0521  ______________________________________________________________________
 KV0521* NAD 83(1986) POSITION- 40 58 18.     (N) 074 07 31.     (W)   SCALED
 KV0521* NAVD 88 ORTHO HEIGHT -    35.520 (meters)      116.54  (feet) ADJUSTED
 KV0521  ______________________________________________________________________
 KV0521  GEOID HEIGHT    -        -32.065 (meters)                     GEOID18
 KV0521  DYNAMIC HEIGHT  -         35.506 (meters)      116.49  (feet) COMP
 KV0521  MODELED GRAVITY -    980,224.1   (mgal)                       NAVD 88
 KV0521
 KV0521  VERT ORDER      -  FIRST     CLASS II
 KV0521
 KV0521.The horizontal coordinates were scaled from a map and have
 KV0521.an estimated accuracy of +/- 6 seconds.
 KV0521
 KV0521.The orthometric height was determined by differential leveling and
 KV0521.adjusted by the NATIONAL GEODETIC SURVEY
 KV0521.in June 1991.
 KV0521
 KV0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0521.GEOID18 height accuracy estimate available here.
 KV0521
 KV0521.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL735359(NAD 83)
 KV0521
 KV0521                          SUPERSEDED SURVEY CONTROL
 KV0521
 KV0521  NGVD 29 (11/26/84)   35.829  (m)          117.55   (f) ADJUSTED    1 2
 KV0521
 KV0521.Superseded values are not recommended for survey control.
 KV0521
 KV0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0521.See file dsdata.pdf to determine how the superseded data were derived.
 KV0521
 KV0521_MARKER: DB = BENCH MARK DISK
 KV0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0521_SP_SET: BRIDGE RAILING
 KV0521_STAMPING: P 14 1933
 KV0521_MARK LOGO: CGS
 KV0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV1279 ***********************************************************************
 KV1279  DESIGNATION -  P 15
 KV1279  PID         -  KV1279
 KV1279  STATE/COUNTY-  NJ/WARREN
 KV1279  COUNTRY     -  US
 KV1279  USGS QUAD   -  WASHINGTON (2016)
 KV1279
 KV1279                         *CURRENT SURVEY CONTROL
 KV1279  ______________________________________________________________________
 KV1279* NAD 83(1986) POSITION- 40 47 08.     (N) 074 54 58.     (W)   SCALED
 KV1279* NAVD 88 ORTHO HEIGHT -   180.814 (meters)      593.22  (feet) ADJUSTED
 KV1279  ______________________________________________________________________
 KV1279  GEOID HEIGHT    -        -33.383 (meters)                     GEOID18
 KV1279  DYNAMIC HEIGHT  -        180.732 (meters)      592.95  (feet) COMP
 KV1279  MODELED GRAVITY -    980,168.3   (mgal)                       NAVD 88
 KV1279
 KV1279  VERT ORDER      -  SECOND    CLASS 0
 KV1279
 KV1279.The horizontal coordinates were scaled from a map and have
 KV1279.an estimated accuracy of +/- 6 seconds.
 KV1279
 KV1279.The orthometric height was determined by differential leveling and
 KV1279.adjusted by the NATIONAL GEODETIC SURVEY
 KV1279.in June 1991.
 KV1279
 KV1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1279.GEOID18 height accuracy estimate available here.
 KV1279
 KV1279.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL070149(NAD 83)
 KV1279
 KV1279                          SUPERSEDED SURVEY CONTROL
 KV1279
 KV1279  NGVD 29 (11/26/84)  181.036  (m)          593.95   (f) ADJUSTED    2 0
 KV1279
 KV1279.Superseded values are not recommended for survey control.
 KV1279
 KV1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1279.See file dsdata.pdf to determine how the superseded data were derived.
 KV1279
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1218 ***********************************************************************
 KV1218  DESIGNATION -  P 18
 KV1218  PID         -  KV1218
 KV1218  STATE/COUNTY-  NJ/SUSSEX
 KV1218  COUNTRY     -  US
 KV1218  USGS QUAD   -  STANHOPE (2016)
 KV1218
 KV1218                         *CURRENT SURVEY CONTROL
 KV1218  ______________________________________________________________________
 KV1218* NAD 83(1986) POSITION- 40 58 04.     (N) 074 42 22.     (W)   SCALED
 KV1218* NAVD 88 ORTHO HEIGHT -   234.672 (meters)      769.92  (feet) ADJUSTED
 KV1218  ______________________________________________________________________
 KV1218  GEOID HEIGHT    -        -32.780 (meters)                     GEOID18
 KV1218  DYNAMIC HEIGHT  -        234.565 (meters)      769.57  (feet) COMP
 KV1218  MODELED GRAVITY -    980,165.7   (mgal)                       NAVD 88
 KV1218
 KV1218  VERT ORDER      -  SECOND    CLASS 0
 KV1218
 KV1218.The horizontal coordinates were scaled from a map and have
 KV1218.an estimated accuracy of +/- 6 seconds.
 KV1218
 KV1218.The orthometric height was determined by differential leveling and
 KV1218.adjusted by the NATIONAL GEODETIC SURVEY
 KV1218.in June 1991.
 KV1218
 KV1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1218.GEOID18 height accuracy estimate available here.
 KV1218
 KV1218.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL247352(NAD 83)
 KV1218
 KV1218                          SUPERSEDED SURVEY CONTROL
 KV1218
 KV1218  NGVD 29 (11/26/84)  234.884  (m)          770.62   (f) ADJUSTED    2 0
 KV1218
 KV1218.Superseded values are not recommended for survey control.
 KV1218
 KV1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1218.See file dsdata.pdf to determine how the superseded data were derived.
 KV1218
 KV1218_MARKER: DB = BENCH MARK DISK
 KV1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1218_SP_SET: UNDERPASS
 KV1218_STAMPING: P 18 1935
 KV1218_MARK LOGO: CGS
 KV1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KV0906 ***********************************************************************
 KV0906  DESIGNATION -  P 19
 KV0906  PID         -  KV0906
 KV0906  STATE/COUNTY-  NJ/MONMOUTH
 KV0906  COUNTRY     -  US
 KV0906  USGS QUAD   -  FREEHOLD (2019)
 KV0906
 KV0906                         *CURRENT SURVEY CONTROL
 KV0906  ______________________________________________________________________
 KV0906* NAD 83(1986) POSITION- 40 16 45.     (N) 074 20 05.     (W)   SCALED
 KV0906* NAVD 88 ORTHO HEIGHT -    26.934 (meters)       88.37  (feet) ADJUSTED
 KV0906  ______________________________________________________________________
 KV0906  GEOID HEIGHT    -        -32.377 (meters)                     GEOID18
 KV0906  DYNAMIC HEIGHT  -         26.923 (meters)       88.33  (feet) COMP
 KV0906  MODELED GRAVITY -    980,216.6   (mgal)                       NAVD 88
 KV0906
 KV0906  VERT ORDER      -  SECOND    CLASS 0
 KV0906
 KV0906.The horizontal coordinates were scaled from a map and have
 KV0906.an estimated accuracy of +/- 6 seconds.
 KV0906
 KV0906.The orthometric height was determined by differential leveling and
 KV0906.adjusted by the NATIONAL GEODETIC SURVEY
 KV0906.in June 1991.
 KV0906
 KV0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0906.GEOID18 height accuracy estimate available here.
 KV0906
 KV0906.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK565589(NAD 83)
 KV0906
 KV0906                          SUPERSEDED SURVEY CONTROL
 KV0906
 KV0906  NGVD 29 (11/26/84)   27.295  (m)           89.55   (f) ADJUSTED    2 0
 KV0906
 KV0906.Superseded values are not recommended for survey control.
 KV0906
 KV0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0906.See file dsdata.pdf to determine how the superseded data were derived.
 KV0906
 KV0906_MARKER: DB = BENCH MARK DISK
 KV0906_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0966 ***********************************************************************
 JU0966  DESIGNATION -  P 20
 JU0966  PID         -  JU0966
 JU0966  STATE/COUNTY-  NJ/CUMBERLAND
 JU0966  COUNTRY     -  US
 JU0966  USGS QUAD   -  BRIDGETON (2019)
 JU0966
 JU0966                         *CURRENT SURVEY CONTROL
 JU0966  ______________________________________________________________________
 JU0966* NAD 83(1986) POSITION- 39 28 42.     (N) 075 07 50.     (W)   SCALED
 JU0966* NAVD 88 ORTHO HEIGHT -    32.867 (meters)      107.83  (feet) ADJUSTED
 JU0966  ______________________________________________________________________
 JU0966  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 JU0966  DYNAMIC HEIGHT  -         32.850 (meters)      107.78  (feet) COMP
 JU0966  MODELED GRAVITY -    980,118.6   (mgal)                       NAVD 88
 JU0966
 JU0966  VERT ORDER      -  SECOND    CLASS 0
 JU0966
 JU0966.The horizontal coordinates were scaled from a map and have
 JU0966.an estimated accuracy of +/- 6 seconds.
 JU0966
 JU0966.The orthometric height was determined by differential leveling and
 JU0966.adjusted by the NATIONAL GEODETIC SURVEY
 JU0966.in June 1991.
 JU0966
 JU0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0966.GEOID18 height accuracy estimate available here.
 JU0966
 JU0966.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ887698(NAD 83)
 JU0966
 JU0966                          SUPERSEDED SURVEY CONTROL
 JU0966
 JU0966  NGVD 29 (11/26/84)   33.234  (m)          109.04   (f) ADJUSTED    2 0
 JU0966
 JU0966.Superseded values are not recommended for survey control.
 JU0966
 JU0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0966.See file dsdata.pdf to determine how the superseded data were derived.
 JU0966
 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 = JULY 24, 2026 22:12:30 EDT
 KV1248 ***********************************************************************
 KV1248  DESIGNATION -  P 22
 KV1248  PID         -  KV1248
 KV1248  STATE/COUNTY-  NJ/WARREN
 KV1248  COUNTRY     -  US
 KV1248  USGS QUAD   -  WASHINGTON (2016)
 KV1248
 KV1248                         *CURRENT SURVEY CONTROL
 KV1248  ______________________________________________________________________
 KV1248* NAD 83(1986) POSITION- 40 52 08.     (N) 074 54 58.     (W)   SCALED
 KV1248* NAVD 88 ORTHO HEIGHT -   166.904 (meters)      547.58  (feet) ADJUSTED
 KV1248  ______________________________________________________________________
 KV1248  GEOID HEIGHT    -        -33.259 (meters)                     GEOID18
 KV1248  DYNAMIC HEIGHT  -        166.828 (meters)      547.33  (feet) COMP
 KV1248  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 KV1248
 KV1248  VERT ORDER      -  SECOND    CLASS 0
 KV1248
 KV1248.The horizontal coordinates were scaled from a map and have
 KV1248.an estimated accuracy of +/- 6 seconds.
 KV1248
 KV1248.The orthometric height was determined by differential leveling and
 KV1248.adjusted by the NATIONAL GEODETIC SURVEY
 KV1248.in June 1991.
 KV1248
 KV1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1248.GEOID18 height accuracy estimate available here.
 KV1248
 KV1248.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL070242(NAD 83)
 KV1248
 KV1248                          SUPERSEDED SURVEY CONTROL
 KV1248
 KV1248  NGVD 29 (11/26/84)  167.115  (m)          548.28   (f) ADJUSTED    2 0
 KV1248
 KV1248.Superseded values are not recommended for survey control.
 KV1248
 KV1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1248.See file dsdata.pdf to determine how the superseded data were derived.
 KV1248
 KV1248_MARKER: DB = BENCH MARK DISK
 KV1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1248_STAMPING: P 22 1942
 KV1248_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1237 ***********************************************************************
 KV1237  DESIGNATION -  P 23
 KV1237  PID         -  KV1237
 KV1237  STATE/COUNTY-  NJ/WARREN
 KV1237  COUNTRY     -  US
 KV1237  USGS QUAD   -  BLAIRSTOWN (2019)
 KV1237
 KV1237                         *CURRENT SURVEY CONTROL
 KV1237  ______________________________________________________________________
 KV1237* NAD 83(1986) POSITION- 40 54 33.     (N) 074 58 03.     (W)   SCALED
 KV1237* NAVD 88 ORTHO HEIGHT -   131.666 (meters)      431.97  (feet) ADJUSTED
 KV1237  ______________________________________________________________________
 KV1237  GEOID HEIGHT    -        -33.269 (meters)                     GEOID18
 KV1237  DYNAMIC HEIGHT  -        131.607 (meters)      431.78  (feet) COMP
 KV1237  MODELED GRAVITY -    980,176.9   (mgal)                       NAVD 88
 KV1237
 KV1237  VERT ORDER      -  SECOND    CLASS 0
 KV1237
 KV1237.The horizontal coordinates were scaled from a map and have
 KV1237.an estimated accuracy of +/- 6 seconds.
 KV1237
 KV1237.The orthometric height was determined by differential leveling and
 KV1237.adjusted by the NATIONAL GEODETIC SURVEY
 KV1237.in June 1991.
 KV1237
 KV1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1237.GEOID18 height accuracy estimate available here.
 KV1237
 KV1237.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL027286(NAD 83)
 KV1237
 KV1237                          SUPERSEDED SURVEY CONTROL
 KV1237
 KV1237  NGVD 29 (11/26/84)  131.870  (m)          432.64   (f) ADJUSTED    2 0
 KV1237
 KV1237.Superseded values are not recommended for survey control.
 KV1237
 KV1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1237.See file dsdata.pdf to determine how the superseded data were derived.
 KV1237
 KV1237_MARKER: DB = BENCH MARK DISK
 KV1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1237_STAMPING: P 23 1942
 KV1237_MARK LOGO: CGS
 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  HISTORY     - 20210518 MARK NOT FOUND   NJGS
 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.
 KV1237
 KV1237                          STATION RECOVERY (2021)
 KV1237
 KV1237'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV1237'INSUFFICIENT TIES REMAIN TO LOCATE MARK.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1294 ***********************************************************************
 KV1294  DESIGNATION -  P 24
 KV1294  PID         -  KV1294
 KV1294  STATE/COUNTY-  NJ/MORRIS
 KV1294  COUNTRY     -  US
 KV1294  USGS QUAD   -  CHESTER (2019)
 KV1294
 KV1294                         *CURRENT SURVEY CONTROL
 KV1294  ______________________________________________________________________
 KV1294* NAD 83(1986) POSITION- 40 51 34.     (N) 074 41 57.     (W)   SCALED
 KV1294* NAVD 88 ORTHO HEIGHT -   281.021 (meters)      921.98  (feet) ADJUSTED
 KV1294  ______________________________________________________________________
 KV1294  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 KV1294  DYNAMIC HEIGHT  -        280.891 (meters)      921.56  (feet) COMP
 KV1294  MODELED GRAVITY -    980,152.7   (mgal)                       NAVD 88
 KV1294
 KV1294  VERT ORDER      -  SECOND    CLASS 0
 KV1294
 KV1294.The horizontal coordinates were scaled from a map and have
 KV1294.an estimated accuracy of +/- 6 seconds.
 KV1294
 KV1294.The orthometric height was determined by differential leveling and
 KV1294.adjusted by the NATIONAL GEODETIC SURVEY
 KV1294.in June 1991.
 KV1294
 KV1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1294.GEOID18 height accuracy estimate available here.
 KV1294
 KV1294.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL253231(NAD 83)
 KV1294
 KV1294                          SUPERSEDED SURVEY CONTROL
 KV1294
 KV1294  NGVD 29 (11/26/84)  281.240  (m)          922.70   (f) ADJUSTED    2 0
 KV1294
 KV1294.Superseded values are not recommended for survey control.
 KV1294
 KV1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1294.See file dsdata.pdf to determine how the superseded data were derived.
 KV1294
 KV1294_MARKER: DB = BENCH MARK DISK
 KV1294_SETTING: 80 = SET IN A BOULDER
 KV1294_STAMPING: P 24 1942
 KV1294_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV1353 ***********************************************************************
 KV1353  DESIGNATION -  P 25
 KV1353  PID         -  KV1353
 KV1353  STATE/COUNTY-  NJ/SOMERSET
 KV1353  COUNTRY     -  US
 KV1353  USGS QUAD   -  GLADSTONE (2019)
 KV1353
 KV1353                         *CURRENT SURVEY CONTROL
 KV1353  ______________________________________________________________________
 KV1353* NAD 83(1986) POSITION- 40 42 26.3    (N) 074 43 01.0    (W)   HD_HELD2
 KV1353* NAVD 88 ORTHO HEIGHT -    59.747 (meters)      196.02  (feet) ADJUSTED
 KV1353  ______________________________________________________________________
 KV1353  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 KV1353  DYNAMIC HEIGHT  -         59.720 (meters)      195.93  (feet) COMP
 KV1353  MODELED GRAVITY -    980,179.7   (mgal)                       NAVD 88
 KV1353
 KV1353  VERT ORDER      -  SECOND    CLASS 0
 KV1353
 KV1353.The horizontal coordinates were established by autonomous hand held GPS
 KV1353.observations and have an estimated accuracy of +/- 10 meters.
 KV1353
 KV1353.The orthometric height was determined by differential leveling and
 KV1353.adjusted by the NATIONAL GEODETIC SURVEY
 KV1353.in June 1991.
 KV1353
 KV1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1353.GEOID18 height accuracy estimate available here.
 KV1353
 KV1353.Click photographs - Photos may exist for this station.
 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       -   208,069.      131,669.      MT  (+/- 10 meters HH2 GPS)
 KV1353
 KV1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2391006304(NAD 83)
 KV1353
 KV1353                          SUPERSEDED SURVEY CONTROL
 KV1353
 KV1353  NGVD 29 (11/26/84)   59.988  (m)          196.81   (f) ADJUSTED    2 0
 KV1353
 KV1353.Superseded values are not recommended for survey control.
 KV1353
 KV1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1353.See file dsdata.pdf to determine how the superseded data were derived.
 KV1353
 KV1353_MARKER: DB = BENCH MARK DISK
 KV1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1353_STAMPING: P 25 1942
 KV1353_MARK LOGO: CGS
 KV1353_PROJECTION: FLUSH
 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  HISTORY     - 20080202 GOOD             GEOCAC
 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.
 KV1353
 KV1353                          STATION RECOVERY (2008)
 KV1353
 KV1353'RECOVERY NOTE BY GEOCACHING 2008 (PR)
 KV1353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0548 ***********************************************************************
 KV0548  DESIGNATION -  P 26
 KV0548  PID         -  KV0548
 KV0548  STATE/COUNTY-  NJ/MIDDLESEX
 KV0548  COUNTRY     -  US
 KV0548  USGS QUAD   -  PLAINFIELD (2019)
 KV0548
 KV0548                         *CURRENT SURVEY CONTROL
 KV0548  ______________________________________________________________________
 KV0548* NAD 83(1986) POSITION- 40 34 21.     (N) 074 29 33.     (W)   SCALED
 KV0548* NAVD 88 ORTHO HEIGHT -    18.200 (meters)       59.71  (feet) ADJUSTED
 KV0548  ______________________________________________________________________
 KV0548  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 KV0548  DYNAMIC HEIGHT  -         18.192 (meters)       59.68  (feet) COMP
 KV0548  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 KV0548
 KV0548  VERT ORDER      -  FIRST     CLASS II
 KV0548
 KV0548.The horizontal coordinates were scaled from a map and have
 KV0548.an estimated accuracy of +/- 6 seconds.
 KV0548
 KV0548.The orthometric height was determined by differential leveling and
 KV0548.adjusted by the NATIONAL GEODETIC SURVEY
 KV0548.in June 1991.
 KV0548
 KV0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0548.GEOID18 height accuracy estimate available here.
 KV0548
 KV0548.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK429914(NAD 83)
 KV0548
 KV0548                          SUPERSEDED SURVEY CONTROL
 KV0548
 KV0548  NGVD 29 (11/26/84)   18.500  (m)           60.70   (f) ADJUSTED    1 2
 KV0548
 KV0548.Superseded values are not recommended for survey control.
 KV0548
 KV0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0548.See file dsdata.pdf to determine how the superseded data were derived.
 KV0548
 KV0548_MARKER: DB = BENCH MARK DISK
 KV0548_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 KV1373 ***********************************************************************
 KV1373  DESIGNATION -  P 27
 KV1373  PID         -  KV1373
 KV1373  STATE/COUNTY-  NJ/HUNTERDON
 KV1373  COUNTRY     -  US
 KV1373  USGS QUAD   -  PITTSTOWN (2019)
 KV1373
 KV1373                         *CURRENT SURVEY CONTROL
 KV1373  ______________________________________________________________________
 KV1373* NAD 83(1986) POSITION- 40 30 27.     (N) 074 55 02.     (W)   SCALED
 KV1373* NAVD 88 ORTHO HEIGHT -   161.505 (meters)      529.87  (feet) ADJUSTED
 KV1373  ______________________________________________________________________
 KV1373  GEOID HEIGHT    -        -33.877 (meters)                     GEOID18
 KV1373  DYNAMIC HEIGHT  -        161.426 (meters)      529.61  (feet) COMP
 KV1373  MODELED GRAVITY -    980,136.4   (mgal)                       NAVD 88
 KV1373
 KV1373  VERT ORDER      -  SECOND    CLASS 0
 KV1373
 KV1373.The horizontal coordinates were scaled from a map and have
 KV1373.an estimated accuracy of +/- 6 seconds.
 KV1373
 KV1373.The orthometric height was determined by differential leveling and
 KV1373.adjusted by the NATIONAL GEODETIC SURVEY
 KV1373.in June 1991.
 KV1373
 KV1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1373.GEOID18 height accuracy estimate available here.
 KV1373
 KV1373.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK070840(NAD 83)
 KV1373
 KV1373                          SUPERSEDED SURVEY CONTROL
 KV1373
 KV1373  NGVD 29 (11/26/84)  161.750  (m)          530.67   (f) ADJUSTED    2 0
 KV1373
 KV1373.Superseded values are not recommended for survey control.
 KV1373
 KV1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1373.See file dsdata.pdf to determine how the superseded data were derived.
 KV1373
 KV1373_MARKER: DB = BENCH MARK DISK
 KV1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1373_STAMPING: P 27 1942
 KV1373_MARK LOGO: CGS
 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  HISTORY     - 20100401 MARK NOT FOUND   NJGS
 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.
 KV1373
 KV1373                          STATION RECOVERY (2010)
 KV1373
 KV1373'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (FAC)
 KV1373'A CONCRETE POST WITH THE REMAINS/STEM OF A SURVEY DISK WAS FOUND IN
 KV1373'THE DRAINAGE DITCH ADJACENT TO THE FARM ROAD MENTIONED IN THE 1956
 KV1373'DESCRIPTION. THE STATION IS CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1063 ***********************************************************************
 KV1063  DESIGNATION -  P 29
 KV1063  PID         -  KV1063
 KV1063  STATE/COUNTY-  NJ/HUNTERDON
 KV1063  COUNTRY     -  US
 KV1063  USGS QUAD   -  STOCKTON (2019)
 KV1063
 KV1063                         *CURRENT SURVEY CONTROL
 KV1063  ______________________________________________________________________
 KV1063* NAD 83(1986) POSITION- 40 24 52.     (N) 074 58 08.     (W)   SCALED
 KV1063* NAVD 88 ORTHO HEIGHT -    89.559 (meters)      293.83  (feet) ADJUSTED
 KV1063  ______________________________________________________________________
 KV1063  GEOID HEIGHT    -        -33.992 (meters)                     GEOID18
 KV1063  DYNAMIC HEIGHT  -         89.516 (meters)      293.69  (feet) COMP
 KV1063  MODELED GRAVITY -    980,146.2   (mgal)                       NAVD 88
 KV1063
 KV1063  VERT ORDER      -  FIRST     CLASS I
 KV1063
 KV1063.The horizontal coordinates were scaled from a map and have
 KV1063.an estimated accuracy of +/- 6 seconds.
 KV1063
 KV1063.The orthometric height was determined by differential leveling and
 KV1063.adjusted by the NATIONAL GEODETIC SURVEY
 KV1063.in June 1991.
 KV1063
 KV1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1063.GEOID18 height accuracy estimate available here.
 KV1063
 KV1063.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK026737(NAD 83)
 KV1063
 KV1063                          SUPERSEDED SURVEY CONTROL
 KV1063
 KV1063  NGVD 29 (01/10/92)   89.832  (m)          294.72   (f) ADJUSTED    1 1
 KV1063  NGVD 29 (??/??/87)   89.826  (m)          294.70   (f) SUPERSEDED  1 1
 KV1063
 KV1063.Superseded values are not recommended for survey control.
 KV1063
 KV1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1063.See file dsdata.pdf to determine how the superseded data were derived.
 KV1063
 KV1063_MARKER: DB = BENCH MARK DISK
 KV1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20061014 MARK NOT FOUND   USPSQD
 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.
 KV1063
 KV1063                          STATION RECOVERY (2006)
 KV1063
 KV1063'RECOVERY NOTE BY US POWER SQUADRON 2006
 KV1063'STATION NOTES 2006 BY USPSQD,SOMERSET, NJ
 KV1063'WITNESS POST IN PLACE. MARKER NOT RECOVERED. MAY BE BURIED BELOW PROBE
 KV1063'IN SOIL. AREA COVERED WITH SPOIL/BERM TO ACCOMODATE FIELD DRAIN TO
 KV1063'NORTHWEST
 KV1063'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0780 ***********************************************************************
 LY0780  DESIGNATION -  P 30
 LY0780  PID         -  LY0780
 LY0780  STATE/COUNTY-  NJ/SUSSEX
 LY0780  COUNTRY     -  US
 LY0780  USGS QUAD   -  CULVERS GAP (2019)
 LY0780
 LY0780                         *CURRENT SURVEY CONTROL
 LY0780  ______________________________________________________________________
 LY0780* NAD 83(1986) POSITION- 41 08 07.5    (N) 074 46 38.3    (W)   HD_HELD2
 LY0780* NAVD 88 ORTHO HEIGHT -   272.994 (meters)      895.65  (feet) ADJUSTED
 LY0780  ______________________________________________________________________
 LY0780  GEOID HEIGHT    -        -32.645 (meters)                     GEOID18
 LY0780  DYNAMIC HEIGHT  -        272.875 (meters)      895.26  (feet) COMP
 LY0780  MODELED GRAVITY -    980,181.4   (mgal)                       NAVD 88
 LY0780
 LY0780  VERT ORDER      -  SECOND    CLASS 0
 LY0780
 LY0780.The horizontal coordinates were established by autonomous hand held GPS
 LY0780.observations and have an estimated accuracy of +/- 10 meters.
 LY0780
 LY0780.The orthometric height was determined by differential leveling and
 LY0780.adjusted by the NATIONAL GEODETIC SURVEY
 LY0780.in June 1991.
 LY0780
 LY0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0780.GEOID18 height accuracy estimate available here.
 LY0780
 LY0780.Click photographs - Photos may exist for this station.
 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       -   255,622.      126,719.      MT  (+/- 10 meters HH2 GPS)
 LY0780
 LY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1869053813(NAD 83)
 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
 LY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0780.See file dsdata.pdf to determine how the superseded data were derived.
 LY0780
 LY0780_MARKER: DB = BENCH MARK DISK
 LY0780_SETTING: 7 = 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 - October 27, 2021
 LY0780
 LY0780  HISTORY     - Date     Condition        Report By
 LY0780  HISTORY     - 1942     MONUMENTED       CGS
 LY0780  HISTORY     - 19950112 GOOD             NJGS
 LY0780  HISTORY     - 20060611 GOOD             GEOCAC
 LY0780  HISTORY     - 20211027 GOOD             PROFLN
 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'
 LY0780
 LY0780                          STATION RECOVERY (2021)
 LY0780
 LY0780'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (JRO)
 LY0780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY0486 ***********************************************************************
 LY0486  DESIGNATION -  P 31
 LY0486  PID         -  LY0486
 LY0486  STATE/COUNTY-  NJ/PASSAIC
 LY0486  COUNTRY     -  US
 LY0486  USGS QUAD   -  GREENWOOD LAKE (2019)
 LY0486
 LY0486                         *CURRENT SURVEY CONTROL
 LY0486  ______________________________________________________________________
 LY0486* NAD 83(1986) POSITION- 41 09 40.1    (N) 074 22 29.5    (W)   HD_HELD2
 LY0486* NAVD 88 ORTHO HEIGHT -   305.609 (meters)     1002.65  (feet) ADJUSTED
 LY0486  ______________________________________________________________________
 LY0486  GEOID HEIGHT    -        -32.153 (meters)                     GEOID18
 LY0486  DYNAMIC HEIGHT  -        305.474 (meters)     1002.21  (feet) COMP
 LY0486  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 LY0486
 LY0486  VERT ORDER      -  FIRST     CLASS II
 LY0486
 LY0486.The horizontal coordinates were established by autonomous hand held GPS
 LY0486.observations and have an estimated accuracy of +/- 10 meters.
 LY0486
 LY0486.The orthometric height was determined by differential leveling and
 LY0486.adjusted by the NATIONAL GEODETIC SURVEY
 LY0486.in June 1991.
 LY0486
 LY0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0486.GEOID18 height accuracy estimate available here.
 LY0486
 LY0486.Click photographs - Photos may exist for this station.
 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       -   258,449.      160,502.      MT  (+/- 10 meters HH2 GPS)
 LY0486
 LY0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5244756833(NAD 83)
 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
 LY0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0486.See file dsdata.pdf to determine how the superseded data were derived.
 LY0486
 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 = JULY 24, 2026 22:12:30 EDT
 LY0842 ***********************************************************************
 LY0842  DESIGNATION -  P 32
 LY0842  PID         -  LY0842
 LY0842  STATE/COUNTY-  NJ/SUSSEX
 LY0842  COUNTRY     -  US
 LY0842  USGS QUAD   -  HAMBURG (2019)
 LY0842
 LY0842                         *CURRENT SURVEY CONTROL
 LY0842  ______________________________________________________________________
 LY0842* NAD 83(1986) POSITION- 41 10 42.     (N) 074 32 20.     (W)   SCALED
 LY0842* NAVD 88 ORTHO HEIGHT -   132.412 (meters)      434.42  (feet) ADJUSTED
 LY0842  ______________________________________________________________________
 LY0842  GEOID HEIGHT    -        -32.377 (meters)                     GEOID18
 LY0842  DYNAMIC HEIGHT  -        132.355 (meters)      434.23  (feet) COMP
 LY0842  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 LY0842
 LY0842  VERT ORDER      -  SECOND    CLASS 0
 LY0842
 LY0842.The horizontal coordinates were scaled from a map and have
 LY0842.an estimated accuracy of +/- 6 seconds.
 LY0842
 LY0842.The orthometric height was determined by differential leveling and
 LY0842.adjusted by the NATIONAL GEODETIC SURVEY
 LY0842.in June 1991.
 LY0842
 LY0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0842.GEOID18 height accuracy estimate available here.
 LY0842
 LY0842.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL386586(NAD 83)
 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
 LY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0842.See file dsdata.pdf to determine how the superseded data were derived.
 LY0842
 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_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0820 ***********************************************************************
 LY0820  DESIGNATION -  P 34
 LY0820  PID         -  LY0820
 LY0820  STATE/COUNTY-  NJ/SUSSEX
 LY0820  COUNTRY     -  US
 LY0820  USGS QUAD   -  BRANCHVILLE (2019)
 LY0820
 LY0820                         *CURRENT SURVEY CONTROL
 LY0820  ______________________________________________________________________
 LY0820* NAD 83(1986) POSITION- 41 13 10.     (N) 074 42 23.     (W)   SCALED
 LY0820* NAVD 88 ORTHO HEIGHT -   299.996 (meters)      984.24  (feet) ADJUSTED
 LY0820  ______________________________________________________________________
 LY0820  GEOID HEIGHT    -        -32.401 (meters)                     GEOID18
 LY0820  DYNAMIC HEIGHT  -        299.857 (meters)      983.78  (feet) COMP
 LY0820  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 LY0820
 LY0820  VERT ORDER      -  SECOND    CLASS 0
 LY0820
 LY0820.The horizontal coordinates were scaled from a map and have
 LY0820.an estimated accuracy of +/- 6 seconds.
 LY0820
 LY0820.The orthometric height was determined by differential leveling and
 LY0820.adjusted by the NATIONAL GEODETIC SURVEY
 LY0820.in June 1991.
 LY0820
 LY0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0820.GEOID18 height accuracy estimate available here.
 LY0820
 LY0820.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL246631(NAD 83)
 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
 LY0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0820.See file dsdata.pdf to determine how the superseded data were derived.
 LY0820
 LY0820_MARKER: DB = BENCH MARK DISK
 LY0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0820_STAMPING: P 34 1942
 LY0820_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 LY0812 ***********************************************************************
 LY0812  DESIGNATION -  P 35
 LY0812  PID         -  LY0812
 LY0812  STATE/COUNTY-  NJ/SUSSEX
 LY0812  COUNTRY     -  US
 LY0812  USGS QUAD   -  NEWTON EAST (2019)
 LY0812
 LY0812                         *CURRENT SURVEY CONTROL
 LY0812  ______________________________________________________________________
 LY0812* NAD 83(1986) POSITION- 41 05 06.93   (N) 074 41 52.65   (W)   HD_HELD1
 LY0812* NAVD 88 ORTHO HEIGHT -   170.559 (meters)      559.58  (feet) ADJUSTED
 LY0812  ______________________________________________________________________
 LY0812  GEOID HEIGHT    -        -32.675 (meters)                     GEOID18
 LY0812  DYNAMIC HEIGHT  -        170.485 (meters)      559.33  (feet) COMP
 LY0812  MODELED GRAVITY -    980,188.1   (mgal)                       NAVD 88
 LY0812
 LY0812  VERT ORDER      -  SECOND    CLASS 0
 LY0812
 LY0812.The horizontal coordinates were determined by differentially corrected
 LY0812.hand held GPS observations or other comparable positioning techniques
 LY0812.and have an estimated accuracy of +/- 3 meters.
 LY0812
 LY0812.The orthometric height was determined by differential leveling and
 LY0812.adjusted by the NATIONAL GEODETIC SURVEY
 LY0812.in June 1991.
 LY0812
 LY0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY0812.GEOID18 height accuracy estimate available here.
 LY0812
 LY0812.Click photographs - Photos may exist for this station.
 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       -   250,033.8     133,367.9     MT  (+/- 3 meters HH1 GPS) 
 LY0812
 LY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2536948265(NAD 83)
 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
 LY0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0812.See file dsdata.pdf to determine how the superseded data were derived.
 LY0812
 LY0812_MARKER: DB = BENCH MARK DISK
 LY0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0812_SP_SET: BRIDGE
 LY0812_STAMPING: P 35 1942
 LY0812_MARK LOGO: CGS
 LY0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0812+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2017
 LY0812
 LY0812  HISTORY     - Date     Condition        Report By
 LY0812  HISTORY     - 1942     MONUMENTED       CGS
 LY0812  HISTORY     - 20041010 GOOD             GEOCAC
 LY0812  HISTORY     - 20170512 GOOD             NJGS
 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.
 LY0812
 LY0812                          STATION RECOVERY (2017)
 LY0812
 LY0812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (RJK)
 LY0812'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF HAMBURG,
 LY0812'6.6 MI (10.6 KM) WEST-SOUTHWEST OF FRANKLIN AND 3.4 MI (5.5 KM)
 LY0812'EAST-NORTHEAST OF NEWTON, IN LAFAYETTE TOWNSHIP.
 LY0812'
 LY0812'TO REACH FROM THE INTERSECTION OF NEW JERSEY STATE ROUTE 15 (LAFAYETTE
 LY0812'ROAD) AND NEW JERSEY STATE ROUTE 94, GO ABOUT 0.8 MI (1.3 KM) WEST
 LY0812'THEN SOUTH ON NEW JERSEY STATE ROUTE 94 TO THE T-JUNCTION WITH
 LY0812'WARBASSE JUNCTION ROAD (COUNTY ROUTE 663).  TURN LEFT AND GO ABOUT 0.5
 LY0812'MI (0.8 KM) SOUTH-SOUTHWEST ON WARBASSE JUNCTION ROAD (COUNTY ROUTE
 LY0812'663) TO A PARKING LOT ON THE RIGHT FOR THE PAULINS VALLEY TRAIL (OLD
 LY0812'RAILROAD GRADE), WALK ABOUT 250 FT (76.2 M) SOUTHEAST ON PAULINS
 LY0812'VALLEY TRAIL, WELL MARKED AND MAINTAINED, TO THE JUNCTION WITH SUSSEX
 LY0812'BRANCH TRAIL.  TURN LEFT AND GO ABOUT 440 FT (134.1 M) TO THE STATION
 LY0812'ON THE RIGHT.
 LY0812'
 LY0812'THE STATION IS IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE SOUTH
 LY0812'ABUTMENT, LEVEL WITH THE PATH, OF THE BRIDGE SPANNING THE PAULINS
 LY0812'KILL.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0749 ***********************************************************************
 KV0749  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0749  DESIGNATION -  P 36 RESET
 KV0749  PID         -  KV0749
 KV0749  STATE/COUNTY-  NJ/MONMOUTH
 KV0749  COUNTRY     -  US
 KV0749  USGS QUAD   -  KEYPORT (2016)
 KV0749
 KV0749                         *CURRENT SURVEY CONTROL
 KV0749  ______________________________________________________________________
 KV0749* NAD 83(1986) POSITION- 40 26 21.     (N) 074 11 18.     (W)   SCALED
 KV0749* NAVD 88 ORTHO HEIGHT -     2.795 (meters)        9.17  (feet) ADJUSTED
 KV0749  ______________________________________________________________________
 KV0749  GEOID HEIGHT    -        -32.356 (meters)                     GEOID18
 KV0749  DYNAMIC HEIGHT  -          2.794 (meters)        9.17  (feet) COMP
 KV0749  MODELED GRAVITY -    980,223.1   (mgal)                       NAVD 88
 KV0749
 KV0749  VERT ORDER      -  FIRST     CLASS II
 KV0749
 KV0749.The horizontal coordinates were scaled from a map and have
 KV0749.an estimated accuracy of +/- 6 seconds.
 KV0749
 KV0749.The orthometric height was determined by differential leveling and
 KV0749.adjusted by the NATIONAL GEODETIC SURVEY
 KV0749.in June 1991.
 KV0749
 KV0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0749.GEOID18 height accuracy estimate available here.
 KV0749
 KV0749.This Tidal Bench Mark is designated as VM 2550
 KV0749.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 KV0749
 KV0749.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK688768(NAD 83)
 KV0749
 KV0749                          SUPERSEDED SURVEY CONTROL
 KV0749
 KV0749  NGVD 29 (??/??/??)    3.17   (m)           10.4    (f) RESET       3  
 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
 KV0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0749.See file dsdata.pdf to determine how the superseded data were derived.
 KV0749
 KV0749_MARKER: DD = SURVEY 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_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  HISTORY     - 20150317 MARK NOT FOUND   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.
 KV0749
 KV0749                          STATION RECOVERY (2015)
 KV0749
 KV0749'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0749'THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0227 ***********************************************************************
 KV0227  DESIGNATION -  P 37
 KV0227  PID         -  KV0227
 KV0227  STATE/COUNTY-  NJ/UNION
 KV0227  COUNTRY     -  US
 KV0227  USGS QUAD   -  ELIZABETH (2016)
 KV0227
 KV0227                         *CURRENT SURVEY CONTROL
 KV0227  ______________________________________________________________________
 KV0227* NAD 83(1986) POSITION- 40 38 16.     (N) 074 12 02.     (W)   SCALED
 KV0227* NAVD 88 ORTHO HEIGHT -     3.360 (meters)       11.02  (feet) ADJUSTED
 KV0227  ______________________________________________________________________
 KV0227  GEOID HEIGHT    -        -32.391 (meters)                     GEOID18
 KV0227  DYNAMIC HEIGHT  -          3.359 (meters)       11.02  (feet) COMP
 KV0227  MODELED GRAVITY -    980,221.5   (mgal)                       NAVD 88
 KV0227
 KV0227  VERT ORDER      -  FIRST     CLASS II
 KV0227
 KV0227.The horizontal coordinates were scaled from a map and have
 KV0227.an estimated accuracy of +/- 6 seconds.
 KV0227
 KV0227.The orthometric height was determined by differential leveling and
 KV0227.adjusted by the NATIONAL GEODETIC SURVEY
 KV0227.in June 1991.
 KV0227
 KV0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0227.GEOID18 height accuracy estimate available here.
 KV0227
 KV0227.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK676988(NAD 83)
 KV0227
 KV0227                          SUPERSEDED SURVEY CONTROL
 KV0227
 KV0227  NGVD 29 (04/16/92)    3.690  (m)           12.11   (f) ADJUSTED    1 2
 KV0227  NGVD 29 (??/??/87)    3.696  (m)           12.13   (f) SUPERSEDED  1 2
 KV0227
 KV0227.Superseded values are not recommended for survey control.
 KV0227
 KV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0227.See file dsdata.pdf to determine how the superseded data were derived.
 KV0227
 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_MARK LOGO: CGS
 KV0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0227+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 KV0227
 KV0227  HISTORY     - Date     Condition        Report By
 KV0227  HISTORY     - 1952     MONUMENTED       CGS
 KV0227  HISTORY     - 20010315 GOOD             PORANY
 KV0227  HISTORY     - 20061102 GOOD             MACDEL
 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.
 KV0227
 KV0227                          STATION RECOVERY (2006)
 KV0227
 KV0227'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 KV0227'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0333 ***********************************************************************
 KV0333  DESIGNATION -  P 38
 KV0333  PID         -  KV0333
 KV0333  STATE/COUNTY-  NJ/HUDSON
 KV0333  COUNTRY     -  US
 KV0333  USGS QUAD   -  JERSEY CITY (2019)
 KV0333
 KV0333                         *CURRENT SURVEY CONTROL
 KV0333  ______________________________________________________________________
 KV0333* NAD 83(2011) POSITION- 40 39 38.86198(N) 074 06 59.81992(W)   ADJUSTED
 KV0333* NAD 83(2011) ELLIP HT-   -25.480 (meters)        (06/27/12)   ADJUSTED
 KV0333* NAD 83(2011) EPOCH   -  2010.00
 KV0333* NAVD 88 ORTHO HEIGHT -     6.684 (meters)       21.93  (feet) ADJUSTED
 KV0333  ______________________________________________________________________
 KV0333  GEOID HEIGHT    -        -32.174 (meters)                     GEOID18
 KV0333  NAD 83(2011) X  -  1,326,035.848 (meters)                     COMP
 KV0333  NAD 83(2011) Y  - -4,660,214.175 (meters)                     COMP
 KV0333  NAD 83(2011) Z  -  4,133,904.509 (meters)                     COMP
 KV0333  LAPLACE CORR    -          5.22  (seconds)                    DEFLEC18
 KV0333  DYNAMIC HEIGHT  -          6.682 (meters)       21.92  (feet) COMP
 KV0333  MODELED GRAVITY -    980,230.9   (mgal)                       NAVD 88
 KV0333
 KV0333  VERT ORDER      -  FIRST     CLASS II
 KV0333
 KV0333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0333  Standards:
 KV0333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0333  -------------------------------------------------------------------
 KV0333  NETWORK    0.49   1.59           0.21   0.19   0.81      0.08119835
 KV0333  -------------------------------------------------------------------
 KV0333  Click here for local accuracies and other accuracy information.
 KV0333
 KV0333.The horizontal coordinates were established by GPS observations
 KV0333.and adjusted by the National Geodetic Survey in June 2012.
 KV0333
 KV0333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0333.been affixed to the stable North American tectonic plate. See 
 KV0333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0333
 KV0333.The horizontal coordinates are valid at the epoch date displayed above
 KV0333.which is a decimal equivalence of Year/Month/Day.
 KV0333
 KV0333.The orthometric height was determined by differential leveling and
 KV0333.adjusted by the NATIONAL GEODETIC SURVEY
 KV0333.in June 1991.
 KV0333
 KV0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0333.GEOID18 height accuracy estimate available here.
 KV0333
 KV0333.Click photographs - Photos may exist for this station.
 KV0333
 KV0333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0333
 KV0333.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0333
 KV0333.The ellipsoidal height was determined by GPS observations
 KV0333.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 KV0333
 KV0333;                    North         East     Units Scale Factor Converg.
 KV0333;SPC NJ       -   202,953.071   182,417.623   MT  0.99991293   +0 14 59.3
 KV0333;SPC NJ       -   665,855.20    598,481.82   sFT  0.99991293   +0 14 59.3
 KV0333;UTM  18      - 4,501,478.303   574,673.918   MT  0.99966863   +0 34 32.2
 KV0333
 KV0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0333!SPC NJ       -   1.00000400  x   0.99991293  =   0.99991693
 KV0333!UTM  18      -   1.00000400  x   0.99966863  =   0.99967263
 KV0333
 KV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7467301478(NAD 83)
 KV0333
 KV0333                          SUPERSEDED SURVEY CONTROL
 KV0333
 KV0333  NAD 83(2007)-  40 39 38.86219(N)    074 06 59.82108(W) AD(2002.00) 0
 KV0333  ELLIP H (02/10/07)  -25.466  (m)                       GP(2002.00)    
 KV0333  ELLIP H (10/23/02)  -25.460  (m)                       GP(       ) 4 1
 KV0333  NAD 83(1996)-  40 39 38.86246(N)    074 06 59.82137(W) AD(       ) 1
 KV0333  ELLIP H (05/14/99)  -25.454  (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               6.68   (m)           21.9    (f) LEVELING    3  
 KV0333  NGVD 29 (04/16/92)    7.023  (m)           23.04   (f) ADJUSTED    1 2
 KV0333  NGVD 29 (??/??/87)    7.029  (m)           23.06   (f) SUPERSEDED  1 2
 KV0333
 KV0333.Superseded values are not recommended for survey control.
 KV0333
 KV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0333.See file dsdata.pdf to determine how the superseded data were derived.
 KV0333
 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 NOT SUITABLE FOR
 KV0333+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2021
 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  HISTORY     - 20210917 GOOD             NJGS
 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.
 KV0333
 KV0333                          STATION RECOVERY (2021)
 KV0333
 KV0333'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 KV0333'UNUSABLE FOR OPUS DUE TO PROXIMITY OF TRACKS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0504 ***********************************************************************
 KV0504  DESIGNATION -  P 40
 KV0504  PID         -  KV0504
 KV0504  STATE/COUNTY-  NJ/BERGEN
 KV0504  COUNTRY     -  US
 KV0504  USGS QUAD   -  HACKENSACK (2019)
 KV0504
 KV0504                         *CURRENT SURVEY CONTROL
 KV0504  ______________________________________________________________________
 KV0504* NAD 83(1986) POSITION- 40 54 54.     (N) 074 01 08.     (W)   SCALED
 KV0504* NAVD 88 ORTHO HEIGHT -    13.755 (meters)       45.13  (feet) ADJUSTED
 KV0504  ______________________________________________________________________
 KV0504  GEOID HEIGHT    -        -31.760 (meters)                     GEOID18
 KV0504  DYNAMIC HEIGHT  -         13.750 (meters)       45.11  (feet) COMP
 KV0504  MODELED GRAVITY -    980,243.9   (mgal)                       NAVD 88
 KV0504
 KV0504  VERT ORDER      -  SECOND    CLASS 0
 KV0504
 KV0504.The horizontal coordinates were scaled from a map and have
 KV0504.an estimated accuracy of +/- 6 seconds.
 KV0504
 KV0504.The orthometric height was determined by differential leveling and
 KV0504.adjusted by the NATIONAL GEODETIC SURVEY
 KV0504.in June 1991.
 KV0504
 KV0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0504.GEOID18 height accuracy estimate available here.
 KV0504
 KV0504.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL826297(NAD 83)
 KV0504
 KV0504                          SUPERSEDED SURVEY CONTROL
 KV0504
 KV0504  NGVD 29 (11/26/84)   14.062  (m)           46.14   (f) ADJUSTED    2 0
 KV0504
 KV0504.Superseded values are not recommended for survey control.
 KV0504
 KV0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0504.See file dsdata.pdf to determine how the superseded data were derived.
 KV0504
 KV0504_MARKER: DB = BENCH MARK DISK
 KV0504_SETTING: 7 = 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  HISTORY     - 20080620 MARK NOT FOUND   BOSWEL
 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.
 KV0504
 KV0504                          STATION RECOVERY (2008)
 KV0504
 KV0504'RECOVERY NOTE BY BOSWELL ENGINEERING 2008 (LB)
 KV0504'LOST DURING INTERSECTION IMPROVEMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV1101 ***********************************************************************
 KV1101  DESIGNATION -  P 41
 KV1101  PID         -  KV1101
 KV1101  STATE/COUNTY-  NJ/MERCER
 KV1101  COUNTRY     -  US
 KV1101  USGS QUAD   -  PENNINGTON (2019)
 KV1101
 KV1101                         *CURRENT SURVEY CONTROL
 KV1101  ______________________________________________________________________
 KV1101* NAD 83(1986) POSITION- 40 16 44.     (N) 074 48 53.     (W)   SCALED
 KV1101* NAVD 88 ORTHO HEIGHT -    61.333 (meters)      201.22  (feet) ADJUSTED
 KV1101  ______________________________________________________________________
 KV1101  GEOID HEIGHT    -        -33.477 (meters)                     GEOID18
 KV1101  DYNAMIC HEIGHT  -         61.304 (meters)      201.13  (feet) COMP
 KV1101  MODELED GRAVITY -    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 map and have
 KV1101.an estimated accuracy of +/- 6 seconds.
 KV1101
 KV1101.The orthometric height was determined by differential leveling and
 KV1101.adjusted by the NATIONAL GEODETIC SURVEY
 KV1101.in June 1991.
 KV1101
 KV1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1101.GEOID18 height accuracy estimate available here.
 KV1101
 KV1101.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK157587(NAD 83)
 KV1101
 KV1101                          SUPERSEDED SURVEY CONTROL
 KV1101
 KV1101  NGVD 29 (11/26/84)   61.630  (m)          202.20   (f) ADJUSTED    2 0
 KV1101
 KV1101.Superseded values are not recommended for survey control.
 KV1101
 KV1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1101.See file dsdata.pdf to determine how the superseded data were derived.
 KV1101
 KV1101_MARKER: DB = BENCH MARK DISK
 KV1101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1101_SP_SET: BUILDING
 KV1101_STAMPING: P 41 1963
 KV1101_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KU0814 ***********************************************************************
 KU0814  DESIGNATION -  P 5
 KU0814  PID         -  KU0814
 KU0814  STATE/COUNTY-  NJ/MONMOUTH
 KU0814  COUNTRY     -  US
 KU0814  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU0814
 KU0814                         *CURRENT SURVEY CONTROL
 KU0814  ______________________________________________________________________
 KU0814* NAD 83(1986) POSITION- 40 15 55.     (N) 073 59 52.     (W)   SCALED
 KU0814* NAVD 88 ORTHO HEIGHT -    11.585 (meters)       38.01  (feet) ADJUSTED
 KU0814  ______________________________________________________________________
 KU0814  GEOID HEIGHT    -        -32.770 (meters)                     GEOID18
 KU0814  DYNAMIC HEIGHT  -         11.579 (meters)       37.99  (feet) COMP
 KU0814  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 KU0814
 KU0814  VERT ORDER      -  FIRST     CLASS I
 KU0814
 KU0814.The horizontal coordinates were scaled from a map and have
 KU0814.an estimated accuracy of +/- 6 seconds.
 KU0814
 KU0814.The orthometric height was determined by differential leveling and
 KU0814.adjusted by the NATIONAL GEODETIC SURVEY
 KU0814.in June 1991.
 KU0814
 KU0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU0814.GEOID18 height accuracy estimate available here.
 KU0814
 KU0814.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK852576(NAD 83)
 KU0814
 KU0814                          SUPERSEDED SURVEY CONTROL
 KU0814
 KU0814  NGVD 29 (??/??/92)   11.949  (m)           39.20   (f) SUPERSEDED  1 1
 KU0814  NGVD 29 (04/16/92)   11.909  (m)           39.07   (f) ADJUSTED    1 1
 KU0814  NGVD 29 (01/10/92)   11.909  (m)           39.07   (f) SUPERSEDED  1 1
 KU0814
 KU0814.Superseded values are not recommended for survey control.
 KU0814
 KU0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0814.See file dsdata.pdf to determine how the superseded data were derived.
 KU0814
 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_MARK LOGO: CGS
 KU0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0814
 KU0814  HISTORY     - Date     Condition        Report By
 KU0814  HISTORY     - 1930     MONUMENTED       CGS
 KU0814  HISTORY     - 1937     GOOD             CGS
 KU0814  HISTORY     - 1964     GOOD             CGS
 KU0814  HISTORY     - 1979     GOOD             NGS
 KU0814  HISTORY     - 19920801 MARK NOT FOUND   USPSQD
 KU0814
 KU0814                          STATION DESCRIPTION
 KU0814
 KU0814'DESCRIBED BY COAST AND 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 COAST AND 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 = JULY 24, 2026 22:12:30 EDT
 KV0924 ***********************************************************************
 KV0924  DESIGNATION -  P 53
 KV0924  PID         -  KV0924
 KV0924  STATE/COUNTY-  NJ/MIDDLESEX
 KV0924  COUNTRY     -  US
 KV0924  USGS QUAD   -  SOUTH AMBOY (2019)
 KV0924
 KV0924                         *CURRENT SURVEY CONTROL
 KV0924  ______________________________________________________________________
 KV0924* NAD 83(1986) POSITION- 40 28 06.     (N) 074 21 40.     (W)   SCALED
 KV0924* NAVD 88 ORTHO HEIGHT -     8.212 (meters)       26.94  (feet) ADJUSTED
 KV0924  ______________________________________________________________________
 KV0924  GEOID HEIGHT    -        -32.667 (meters)                     GEOID18
 KV0924  DYNAMIC HEIGHT  -          8.208 (meters)       26.93  (feet) COMP
 KV0924  MODELED GRAVITY -    980,202.3   (mgal)                       NAVD 88
 KV0924
 KV0924  VERT ORDER      -  SECOND    CLASS 0
 KV0924
 KV0924.The horizontal coordinates were scaled from a map and have
 KV0924.an estimated accuracy of +/- 6 seconds.
 KV0924
 KV0924.The orthometric height was determined by differential leveling and
 KV0924.adjusted by the NATIONAL GEODETIC SURVEY
 KV0924.in June 1991.
 KV0924
 KV0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0924.GEOID18 height accuracy estimate available here.
 KV0924
 KV0924.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541799(NAD 83)
 KV0924
 KV0924                          SUPERSEDED SURVEY CONTROL
 KV0924
 KV0924  NGVD 29 (04/16/92)    8.509  (m)           27.92   (f) ADJUSTED    2 0
 KV0924  NGVD 29 (??/??/87)    8.556  (m)           28.07   (f) SUPERSEDED  2 0
 KV0924
 KV0924.Superseded values are not recommended for survey control.
 KV0924
 KV0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0924.See file dsdata.pdf to determine how the superseded data were derived.
 KV0924
 KV0924_MARKER: DB = BENCH MARK DISK
 KV0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0924_STAMPING: P 53 1961
 KV0924_MARK LOGO: CGS
 KV0924_PROJECTION: RECESSED 5 CENTIMETERS
 KV0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0924+STABILITY: SURFACE MOTION
 KV0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0924+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2021
 KV0924
 KV0924  HISTORY     - Date     Condition        Report By
 KV0924  HISTORY     - 1961     MONUMENTED       CGS
 KV0924  HISTORY     - 20210331 GOOD             NJGS
 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.
 KV0924
 KV0924                          STATION RECOVERY (2021)
 KV0924
 KV0924'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (FA)
 KV0924'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST-SOUTHEAST OF NEW
 KV0924'BRUNSWICK, 4.4 MI (7.1 KM) WEST-SOUTHWEST OF SOUTH AMBOY JUNCTION AND
 KV0924'3.7 MI (6.0 KM) WEST OF SOUTH AMBOY.
 KV0924'
 KV0924'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 615 (BORDENTOWN
 KV0924'AVE) AND JERNEE MILLING ROAD GO 3.5 MI (5.6 KM) NORTH ON JERNEE
 KV0924'MILLING ROAD TO THE STATION ON THE LEFT.  THE BRICK YARD IS GONE BUT
 KV0924'THE CURB CUTOUT FOR DIRT STONE DRIVE AREA REMAINS  THE STATION IS
 KV0924'284.5 FT (86.7 M) SOUTH-SOUTHWEST OF FIRE HYDRANT, 76.75 FT (23.4 M)
 KV0924'NORTH OF POLE BT37SE, 66.5 FT (20.3 M) WEST OF POLE BT38SE, 42 FT
 KV0924'(12.8 M) SOUTHWEST OF DRIVE, 27.5 FT (8.4 M) NORTHWEST OF CENTER OF
 KV0924'JERNEE MILLING ROAD, 9.5 FT (2.9 M) NORTHWEST OF CURB. STATION IS SET
 KV0924'IN A ROUND CONCRETE POST IN LINE WITH A ROW OF TREES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0040 ***********************************************************************
 JU0040  DESIGNATION -  P 54
 JU0040  PID         -  JU0040
 JU0040  STATE/COUNTY-  NJ/OCEAN
 JU0040  COUNTRY     -  US
 JU0040  USGS QUAD   -  TOMS RIVER (2019)
 JU0040
 JU0040                         *CURRENT SURVEY CONTROL
 JU0040  ______________________________________________________________________
 JU0040* NAD 83(1986) POSITION- 39 55 30.     (N) 074 10 14.     (W)   SCALED
 JU0040* NAVD 88 ORTHO HEIGHT -     6.494 (meters)       21.31  (feet) ADJUSTED
 JU0040  ______________________________________________________________________
 JU0040  GEOID HEIGHT    -        -33.057 (meters)                     GEOID18
 JU0040  DYNAMIC HEIGHT  -          6.490 (meters)       21.29  (feet) COMP
 JU0040  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 JU0040
 JU0040  VERT ORDER      -  FIRST     CLASS I
 JU0040
 JU0040.The horizontal coordinates were scaled from a map and have
 JU0040.an estimated accuracy of +/- 6 seconds.
 JU0040
 JU0040.The orthometric height was determined by differential leveling and
 JU0040.adjusted by the NATIONAL GEODETIC SURVEY
 JU0040.in June 1991.
 JU0040
 JU0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0040.GEOID18 height accuracy estimate available here.
 JU0040
 JU0040.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK708197(NAD 83)
 JU0040
 JU0040                          SUPERSEDED SURVEY CONTROL
 JU0040
 JU0040  NGVD 29 (04/16/92)    6.867  (m)           22.53   (f) ADJUSTED    1 1
 JU0040  NGVD 29 (01/10/92)    6.852  (m)           22.48   (f) SUPERSEDED  1 1
 JU0040  NGVD 29 (??/??/87)    6.872  (m)           22.55   (f) SUPERSEDED  1 1
 JU0040
 JU0040.Superseded values are not recommended for survey control.
 JU0040
 JU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0040.See file dsdata.pdf to determine how the superseded data were derived.
 JU0040
 JU0040_MARKER: DB = BENCH MARK DISK
 JU0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0040_SP_SET: BRIDGE
 JU0040_STAMPING: P 54 1961
 JU0040_MARK LOGO: CGS
 JU0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0040+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2016
 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  HISTORY     - 20071023 GOOD             NJGS
 JU0040  HISTORY     - 20160529 GOOD             GEOCAC
 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.
 JU0040
 JU0040                          STATION RECOVERY (2007)
 JU0040
 JU0040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2007 (RJK)
 JU0040'RECOVERED IN GOOD CONDITION.  ADD-THE BRIDGE STRUCTURE NUMBER IS
 JU0040'1502-160 AT MILEPOST 88.25.  A STEEL GUIDE RAIL IS ATTACHED TO THE
 JU0040'BRIDGE, THE DISK IS BETWEEN THE GUIDE RAIL AND THE CONCRETE
 JU0040'BALUSTRADE.
 JU0040'
 JU0040'THE ELEVATION WAS ESTABLISHED ON THE DATUM POINT, AS THE DISK IS
 JU0040'SLANTED DOWN TOWARDS THE ROADWAY.
 JU0040
 JU0040                          STATION RECOVERY (2016)
 JU0040
 JU0040'RECOVERY NOTE BY GEOCACHING 2016 (DRB)
 JU0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0238 ***********************************************************************
 JU0238  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0238  DESIGNATION -  P 55
 JU0238  PID         -  JU0238
 JU0238  STATE/COUNTY-  NJ/OCEAN
 JU0238  COUNTRY     -  US
 JU0238  USGS QUAD   -  TUCKERTON (2019)
 JU0238
 JU0238                         *CURRENT SURVEY CONTROL
 JU0238  ______________________________________________________________________
 JU0238* NAD 83(1986) POSITION- 39 31 29.     (N) 074 19 05.     (W)   SCALED
 JU0238* NAVD 88 ORTHO HEIGHT -     0.778 (meters)        2.55  (feet) ADJUSTED
 JU0238  ______________________________________________________________________
 JU0238  GEOID HEIGHT    -        -33.856 (meters)                     GEOID18
 JU0238  DYNAMIC HEIGHT  -          0.778 (meters)        2.55  (feet) COMP
 JU0238  MODELED GRAVITY -    980,134.0   (mgal)                       NAVD 88
 JU0238
 JU0238  VERT ORDER      -  FIRST     CLASS II
 JU0238
 JU0238.The horizontal coordinates were scaled from a map and have
 JU0238.an estimated accuracy of +/- 6 seconds.
 JU0238
 JU0238.The orthometric height was determined by differential leveling and
 JU0238.adjusted by the NATIONAL GEODETIC SURVEY
 JU0238.in March 2001.
 JU0238
 JU0238.No vertical observational check was made to the station.
 JU0238
 JU0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0238.GEOID18 height accuracy estimate available here.
 JU0238
 JU0238.This Tidal Bench Mark is designated as VM 2670
 JU0238.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0238
 JU0238.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ586752(NAD 83)
 JU0238
 JU0238                          SUPERSEDED SURVEY CONTROL
 JU0238
 JU0238  NAVD 88 (06/15/91)    0.840  (m)            2.76   (f) SUPERSEDED  2 0
 JU0238  NGVD 29 (11/26/84)    1.227  (m)            4.03   (f) ADJUSTED    2 0
 JU0238
 JU0238.Superseded values are not recommended for survey control.
 JU0238
 JU0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0238.See file dsdata.pdf to determine how the superseded data were derived.
 JU0238
 JU0238_MARKER: DB = BENCH MARK DISK
 JU0238_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 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 = JULY 24, 2026 22:12:30 EDT
 JU0365 ***********************************************************************
 JU0365  DESIGNATION -  P 56
 JU0365  PID         -  JU0365
 JU0365  STATE/COUNTY-  NJ/CAPE MAY
 JU0365  COUNTRY     -  US
 JU0365  USGS QUAD   -  OCEAN CITY (2019)
 JU0365
 JU0365                         *CURRENT SURVEY CONTROL
 JU0365  ______________________________________________________________________
 JU0365* NAD 83(1986) POSITION- 39 17 24.     (N) 074 35 03.     (W)   SCALED
 JU0365* NAVD 88 ORTHO HEIGHT -     2.447 (meters)        8.03  (feet) ADJUSTED
 JU0365  ______________________________________________________________________
 JU0365  GEOID HEIGHT    -        -34.567 (meters)                     GEOID18
 JU0365  DYNAMIC HEIGHT  -          2.446 (meters)        8.02  (feet) COMP
 JU0365  MODELED GRAVITY -    980,100.1   (mgal)                       NAVD 88
 JU0365
 JU0365  VERT ORDER      -  FIRST     CLASS II
 JU0365
 JU0365.The horizontal coordinates were scaled from a map and have
 JU0365.an estimated accuracy of +/- 6 seconds.
 JU0365
 JU0365.The orthometric height was determined by differential leveling and
 JU0365.adjusted by the NATIONAL GEODETIC SURVEY
 JU0365.in March 2005.
 JU0365
 JU0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0365.GEOID18 height accuracy estimate available here.
 JU0365
 JU0365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ358490(NAD 83)
 JU0365
 JU0365                          SUPERSEDED SURVEY CONTROL
 JU0365
 JU0365  NAVD 88 (06/15/91)    2.407  (m)            7.90   (f) SUPERSEDED  1 1
 JU0365  NGVD 29 (04/16/92)    2.801  (m)            9.19   (f) ADJUSTED    1 1
 JU0365  NGVD 29 (01/10/92)    2.801  (m)            9.19   (f) SUPERSEDED  1 1
 JU0365  NGVD 29 (??/??/87)    2.787  (m)            9.14   (f) SUPERSEDED  1 1
 JU0365
 JU0365.Superseded values are not recommended for survey control.
 JU0365
 JU0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0365.See file dsdata.pdf to determine how the superseded data were derived.
 JU0365
 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 = JULY 24, 2026 22:12:30 EDT
 JU0502 ***********************************************************************
 JU0502  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0502  DESIGNATION -  P 57
 JU0502  PID         -  JU0502
 JU0502  STATE/COUNTY-  NJ/ATLANTIC
 JU0502  COUNTRY     -  US
 JU0502  USGS QUAD   -  MARMORA (2019)
 JU0502
 JU0502                         *CURRENT SURVEY CONTROL
 JU0502  ______________________________________________________________________
 JU0502* NAD 83(1986) POSITION- 39 22 21.55   (N) 074 42 39.37   (W)   HD_HELD1
 JU0502* NAVD 88 ORTHO HEIGHT -     4.838 (meters)       15.87  (feet) ADJUSTED
 JU0502  ______________________________________________________________________
 JU0502  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 JU0502  DYNAMIC HEIGHT  -          4.835 (meters)       15.86  (feet) COMP
 JU0502  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 JU0502
 JU0502  VERT ORDER      -  SECOND    CLASS 0
 JU0502
 JU0502.The horizontal coordinates were determined by differentially corrected
 JU0502.hand held GPS observations or other comparable positioning techniques
 JU0502.and have an estimated accuracy of +/- 3 meters.
 JU0502
 JU0502.The orthometric height was determined by differential leveling and
 JU0502.adjusted by the NATIONAL GEODETIC SURVEY
 JU0502.in June 1991.
 JU0502
 JU0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0502.GEOID18 height accuracy estimate available here.
 JU0502
 JU0502.This Tidal Bench Mark is designated as VM 2720
 JU0502.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0502
 JU0502.Click photographs - Photos may exist for this station.
 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       -    59,889.1     131,825.4     MT  (+/- 3 meters HH1 GPS) 
 JU0502
 JU0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2489858171(NAD 83)
 JU0502
 JU0502                          SUPERSEDED SURVEY CONTROL
 JU0502
 JU0502  NGVD 29 (11/26/84)    5.231  (m)           17.16   (f) ADJUSTED    2 0
 JU0502
 JU0502.Superseded values are not recommended for survey control.
 JU0502
 JU0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0502.See file dsdata.pdf to determine how the superseded data were derived.
 JU0502
 JU0502_MARKER: DB = BENCH MARK DISK
 JU0502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0502_SP_SET: STEP
 JU0502_STAMPING: P 57 1961
 JU0502_MARK LOGO: CGS
 JU0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0502+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2018
 JU0502
 JU0502  HISTORY     - Date     Condition        Report By
 JU0502  HISTORY     - 1961     MONUMENTED       CGS
 JU0502  HISTORY     - 20060427 GOOD             CANJDE
 JU0502  HISTORY     - 20090512 GOOD             INDIV
 JU0502  HISTORY     - 20180420 GOOD             NJGS
 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 COUNTY OF ATLANTIC NJ DIVISION 2006 (GAC)
 JU0502'LOCATED AT MILEPOST 8.1 ON ATLANTIC COUNTY ROUTE 559. HOUSE HAS BEEN
 JU0502'TORN DOWN BUT STEPS REMAIN.
 JU0502
 JU0502                          STATION RECOVERY (2009)
 JU0502
 JU0502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU0502'RECOVERED AS DESCRIBED IN 2006. STEPS ARE LOCATED DIRECTLY ACROSS RT.
 JU0502'559 FROM POLE P23254. PROPERTY IS NOW PART OF ATLANTIC COUNTY PARK
 JU0502'SYSTEM.
 JU0502
 JU0502                          STATION RECOVERY (2018)
 JU0502
 JU0502'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 JU0502'THE STATION IS 36.3 M (119.1 FT) NORTH OF UTILITY POLE BT3405EN, 21.5
 JU0502'M (70.5 FT) NORTH-NORTHWEST OF ELECTRIC POLE 16445, 16.6 M (54.5 FT)
 JU0502'EAST-NORTHEAST OF UTILITY POLE BT178(P23254), 10.5 M (34.4 FT)
 JU0502'EAST-NORTHEAST OF THE CENTERLINE OF ATLANTIC COUNTY ROAD 559(SOMERS
 JU0502'POINT - MAYS LANDING) AND 3.9 M (12.8 FT) SOUTH-SOUTHEAST OF THE
 JU0502'CONCRETE FOUNDATION OF SMOKEY THE BEAR.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0434 ***********************************************************************
 JU0434  DESIGNATION -  P 58
 JU0434  PID         -  JU0434
 JU0434  STATE/COUNTY-  NJ/CAPE MAY
 JU0434  COUNTRY     -  US
 JU0434  USGS QUAD   -  RIO GRANDE (2019)
 JU0434
 JU0434                         *CURRENT SURVEY CONTROL
 JU0434  ______________________________________________________________________
 JU0434* NAD 83(1986) POSITION- 39 00 13.     (N) 074 54 30.     (W)   SCALED
 JU0434* NAVD 88 ORTHO HEIGHT -     6.852 (meters)       22.48  (feet) ADJUSTED
 JU0434  ______________________________________________________________________
 JU0434  GEOID HEIGHT    -        -35.365 (meters)                     GEOID18
 JU0434  DYNAMIC HEIGHT  -          6.848 (meters)       22.47  (feet) COMP
 JU0434  MODELED GRAVITY -    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 map and have
 JU0434.an estimated accuracy of +/- 6 seconds.
 JU0434
 JU0434.The orthometric height was determined by differential leveling and
 JU0434.adjusted by the NATIONAL GEODETIC SURVEY
 JU0434.in June 1991.
 JU0434
 JU0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0434.GEOID18 height accuracy estimate available here.
 JU0434
 JU0434.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ079171(NAD 83)
 JU0434
 JU0434                          SUPERSEDED SURVEY CONTROL
 JU0434
 JU0434  NGVD 29 (04/16/92)    7.254  (m)           23.80   (f) ADJUSTED    1 2
 JU0434  NGVD 29 (??/??/87)    7.267  (m)           23.84   (f) SUPERSEDED  1 2
 JU0434
 JU0434.Superseded values are not recommended for survey control.
 JU0434
 JU0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0434.See file dsdata.pdf to determine how the superseded data were derived.
 JU0434
 JU0434_MARKER: DB = BENCH MARK DISK
 JU0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0434_SP_SET: FOUNDATION
 JU0434_STAMPING: P 58 1961
 JU0434_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0985 ***********************************************************************
 JU0985  DESIGNATION -  P 59
 JU0985  PID         -  JU0985
 JU0985  STATE/COUNTY-  NJ/CUMBERLAND
 JU0985  COUNTRY     -  US
 JU0985  USGS QUAD   -  MILLVILLE (2019)
 JU0985
 JU0985                         *CURRENT SURVEY CONTROL
 JU0985  ______________________________________________________________________
 JU0985* NAD 83(1986) POSITION- 39 25 52.     (N) 075 02 28.     (W)   SCALED
 JU0985* NAVD 88 ORTHO HEIGHT -    18.980 (meters)       62.27  (feet) ADJUSTED
 JU0985  ______________________________________________________________________
 JU0985  GEOID HEIGHT    -        -33.849 (meters)                     GEOID18
 JU0985  DYNAMIC HEIGHT  -         18.970 (meters)       62.24  (feet) COMP
 JU0985  MODELED GRAVITY -    980,120.7   (mgal)                       NAVD 88
 JU0985
 JU0985  VERT ORDER      -  SECOND    CLASS 0
 JU0985
 JU0985.The horizontal coordinates were scaled from a map and have
 JU0985.an estimated accuracy of +/- 6 seconds.
 JU0985
 JU0985.The orthometric height was determined by differential leveling and
 JU0985.adjusted by the NATIONAL GEODETIC SURVEY
 JU0985.in June 1991.
 JU0985
 JU0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0985.GEOID18 height accuracy estimate available here.
 JU0985
 JU0985.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ964646(NAD 83)
 JU0985
 JU0985                          SUPERSEDED SURVEY CONTROL
 JU0985
 JU0985  NGVD 29 (04/16/92)   19.311  (m)           63.36   (f) ADJUSTED    2 0
 JU0985  NGVD 29 (??/??/87)   19.379  (m)           63.58   (f) SUPERSEDED  2 0
 JU0985
 JU0985.Superseded values are not recommended for survey control.
 JU0985
 JU0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0985.See file dsdata.pdf to determine how the superseded data were derived.
 JU0985
 JU0985_MARKER: DB = BENCH MARK DISK
 JU0985_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0048 ***********************************************************************
 JU0048  DESIGNATION -  P 6
 JU0048  PID         -  JU0048
 JU0048  STATE/COUNTY-  NJ/OCEAN
 JU0048  COUNTRY     -  US
 JU0048  USGS QUAD   -  TOMS RIVER (2019)
 JU0048
 JU0048                         *CURRENT SURVEY CONTROL
 JU0048  ______________________________________________________________________
 JU0048* NAD 83(1986) POSITION- 39 53 59.     (N) 074 10 25.     (W)   SCALED
 JU0048* NAVD 88 ORTHO HEIGHT -    15.141 (meters)       49.68  (feet) ADJUSTED
 JU0048  ______________________________________________________________________
 JU0048  GEOID HEIGHT    -        -33.068 (meters)                     GEOID18
 JU0048  DYNAMIC HEIGHT  -         15.134 (meters)       49.65  (feet) COMP
 JU0048  MODELED GRAVITY -    980,161.8   (mgal)                       NAVD 88
 JU0048
 JU0048  VERT ORDER      -  FIRST     CLASS I
 JU0048
 JU0048.The horizontal coordinates were scaled from a map and have
 JU0048.an estimated accuracy of +/- 6 seconds.
 JU0048
 JU0048.The orthometric height was determined by differential leveling and
 JU0048.adjusted by the NATIONAL GEODETIC SURVEY
 JU0048.in June 1991.
 JU0048
 JU0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0048.GEOID18 height accuracy estimate available here.
 JU0048
 JU0048.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK706169(NAD 83)
 JU0048
 JU0048                          SUPERSEDED SURVEY CONTROL
 JU0048
 JU0048  NGVD 29 (04/16/92)   15.506  (m)           50.87   (f) ADJUSTED    1 1
 JU0048  NGVD 29 (??/??/87)   15.514  (m)           50.90   (f) SUPERSEDED  1 1
 JU0048
 JU0048.Superseded values are not recommended for survey control.
 JU0048
 JU0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0048.See file dsdata.pdf to determine how the superseded data were derived.
 JU0048
 JU0048_MARKER: DB = BENCH MARK DISK
 JU0048_SETTING: 7 = 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 = JULY 24, 2026 22:12:30 EDT
 JU0558 ***********************************************************************
 JU0558  DESIGNATION -  P 62
 JU0558  PID         -  JU0558
 JU0558  STATE/COUNTY-  NJ/CAMDEN
 JU0558  COUNTRY     -  US
 JU0558  USGS QUAD   -  HAMMONTON (2019)
 JU0558
 JU0558                         *CURRENT SURVEY CONTROL
 JU0558  ______________________________________________________________________
 JU0558* NAD 83(2011) POSITION- 39 39 17.54078(N) 074 49 58.44069(W)   ADJUSTED
 JU0558* NAD 83(2011) ELLIP HT-     0.806 (meters)        (06/27/12)   ADJUSTED
 JU0558* NAD 83(2011) EPOCH   -  2010.00
 JU0558* NAVD 88 ORTHO HEIGHT -    34.192 (meters)      112.18  (feet) ADJUSTED
 JU0558  ______________________________________________________________________
 JU0558  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 JU0558  NAD 83(2011) X  -  1,286,525.068 (meters)                     COMP
 JU0558  NAD 83(2011) Y  - -4,745,968.102 (meters)                     COMP
 JU0558  NAD 83(2011) Z  -  4,048,557.281 (meters)                     COMP
 JU0558  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 JU0558  DYNAMIC HEIGHT  -         34.175 (meters)      112.12  (feet) COMP
 JU0558  MODELED GRAVITY -    980,132.5   (mgal)                       NAVD 88
 JU0558
 JU0558  VERT ORDER      -  FIRST     CLASS I
 JU0558
 JU0558  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0558  Standards:
 JU0558         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0558            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0558  -------------------------------------------------------------------
 JU0558  NETWORK    0.74   1.37           0.35   0.23   0.70      0.02878150
 JU0558  -------------------------------------------------------------------
 JU0558  Click here for local accuracies and other accuracy information.
 JU0558
 JU0558.The horizontal coordinates were established by GPS observations
 JU0558.and adjusted by the National Geodetic Survey in June 2012.
 JU0558
 JU0558.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0558.been affixed to the stable North American tectonic plate. See 
 JU0558.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0558
 JU0558.The horizontal coordinates are valid at the epoch date displayed above
 JU0558.which is a decimal equivalence of Year/Month/Day.
 JU0558
 JU0558.The orthometric height was determined by differential leveling and
 JU0558.adjusted by the NATIONAL GEODETIC SURVEY
 JU0558.in June 1991.
 JU0558
 JU0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0558.GEOID18 height accuracy estimate available here.
 JU0558
 JU0558.Click photographs - Photos may exist for this station.
 JU0558
 JU0558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0558
 JU0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0558
 JU0558.The ellipsoidal height was determined by GPS observations
 JU0558.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU0558
 JU0558;                    North         East     Units Scale Factor Converg.
 JU0558;SPC NJ       -    91,251.234   121,432.595   MT  0.99991004   -0 12 44.8
 JU0558;SPC NJ       -   299,380.09    398,400.11   sFT  0.99991004   -0 12 44.8
 JU0558;UTM  18      - 4,389,465.918   514,335.143   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1433589465(NAD 83)
 JU0558
 JU0558                          SUPERSEDED SURVEY CONTROL
 JU0558
 JU0558  NAD 83(2007)-  39 39 17.54113(N)    074 49 58.44141(W) AD(2002.00) 0
 JU0558  ELLIP H (02/10/07)    0.816  (m)                       GP(2002.00)    
 JU0558  ELLIP H (09/25/02)    0.846  (m)                       GP(       ) 4 1
 JU0558  NAD 83(1996)-  39 39 17.54110(N)    074 49 58.44161(W) AD(       ) 1
 JU0558  ELLIP H (03/31/00)    0.824  (m)                       GP(       ) 3 1
 JU0558  NAVD 88              34.19   (m)          112.2    (f) LEVELING    3  
 JU0558  NGVD 29 (11/26/84)   34.558  (m)          113.38   (f) ADJUSTED    1 1
 JU0558
 JU0558.Superseded values are not recommended for survey control.
 JU0558
 JU0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0558.See file dsdata.pdf to determine how the superseded data were derived.
 JU0558
 JU0558_MARKER: DB = BENCH MARK DISK
 JU0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0558_STAMPING: P 62 1963
 JU0558_MARK LOGO: CGS
 JU0558_PROJECTION: FLUSH
 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 SUITABLE FOR
 JU0558+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2021
 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  HISTORY     - 20061126 GOOD             INDIV
 JU0558  HISTORY     - 20070421 GOOD             UE
 JU0558  HISTORY     - 20210721 GOOD             NJGS
 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.
 JU0558
 JU0558                          STATION RECOVERY (2006)
 JU0558
 JU0558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (WMS)
 JU0558'RECOVERED AS DESCRIBED
 JU0558
 JU0558                          STATION RECOVERY (2007)
 JU0558
 JU0558'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0558'RECOVERED IN GOOD CONDITION.
 JU0558
 JU0558                          STATION RECOVERY (2021)
 JU0558
 JU0558'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0699 ***********************************************************************
 JU0699  DESIGNATION -  P 63
 JU0699  PID         -  JU0699
 JU0699  STATE/COUNTY-  NJ/CAMDEN
 JU0699  COUNTRY     -  US
 JU0699  USGS QUAD   -  CAMDEN (2019)
 JU0699
 JU0699                         *CURRENT SURVEY CONTROL
 JU0699  ______________________________________________________________________
 JU0699* NAD 83(1986) POSITION- 39 56 08.     (N) 075 06 39.     (W)   SCALED
 JU0699* NAVD 88 ORTHO HEIGHT -     9.770 (meters)       32.05  (feet) ADJUSTED
 JU0699  ______________________________________________________________________
 JU0699  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 JU0699  DYNAMIC HEIGHT  -          9.766 (meters)       32.04  (feet) COMP
 JU0699  MODELED GRAVITY -    980,187.9   (mgal)                       NAVD 88
 JU0699
 JU0699  VERT ORDER      -  FIRST     CLASS I
 JU0699
 JU0699.The horizontal coordinates were scaled from a map and have
 JU0699.an estimated accuracy of +/- 6 seconds.
 JU0699
 JU0699.The orthometric height was determined by differential leveling and
 JU0699.adjusted by the NATIONAL GEODETIC SURVEY
 JU0699.in June 1991.
 JU0699
 JU0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0699.GEOID18 height accuracy estimate available here.
 JU0699
 JU0699.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK905206(NAD 83)
 JU0699
 JU0699                          SUPERSEDED SURVEY CONTROL
 JU0699
 JU0699  NGVD 29 (11/26/84)   10.110  (m)           33.17   (f) ADJUSTED    1 1
 JU0699
 JU0699.Superseded values are not recommended for survey control.
 JU0699
 JU0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0699.See file dsdata.pdf to determine how the superseded data were derived.
 JU0699
 JU0699_MARKER: DB = BENCH MARK DISK
 JU0699_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0699_SP_SET: BRIDGE ABUTMENT
 JU0699_STAMPING: P 63 1963
 JU0699_MARK LOGO: CGS
 JU0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0699+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 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  HISTORY     - 20051020 GOOD             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.
 JU0699
 JU0699                          STATION RECOVERY (2005)
 JU0699
 JU0699'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 JU0699'THE STATION WAS RECOVERED AT THIS TIME.  THE STATION IS ABOUT 2.3 MI
 JU0699'(3.7 KM) NORTH ON MT  EPHRIAM AVE FROM THE JUNCTION WITH US ROUTE 130.
 JU0699'THE STATION IS LOCATED IN CAMDEN, ON TOP OF THE EAST END OF THE NORTH
 JU0699'ABUTMENT OF THE  RAILROAD BRIDGE SPANNING WALNUT STREET AND MT EPHRAIM
 JU0699'AVE (NJ ROUTE 168).  WALNUT  STREET, LEADING TO THE WEST, IS UNDER THE
 JU0699'RAILROAD TRACKS AT THIS POINT.  THE ACCESS TO  THE STATION IS
 JU0699'RESTRICTED BY FENCING.
 JU0699'
 JU0699'NEW BENCHMARK STATION, 4 N 1, IS SET ON THE WING WALL OF THE SAME
 JU0699'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0299 ***********************************************************************
 JU0299  DESIGNATION -  P 64
 JU0299  PID         -  JU0299
 JU0299  STATE/COUNTY-  NJ/ATLANTIC
 JU0299  COUNTRY     -  US
 JU0299  USGS QUAD   -  ATLANTIC CITY (2019)
 JU0299
 JU0299                         *CURRENT SURVEY CONTROL
 JU0299  ______________________________________________________________________
 JU0299* NAD 83(1986) POSITION- 39 21 53.     (N) 074 26 48.     (W)   SCALED
 JU0299* NAVD 88 ORTHO HEIGHT -     3.002 (meters)        9.85  (feet) ADJUSTED
 JU0299  ______________________________________________________________________
 JU0299  GEOID HEIGHT    -        -34.391 (meters)                     GEOID18
 JU0299  DYNAMIC HEIGHT  -          3.001 (meters)        9.85  (feet) COMP
 JU0299  MODELED GRAVITY -    980,107.8   (mgal)                       NAVD 88
 JU0299
 JU0299  VERT ORDER      -  FIRST     CLASS I
 JU0299
 JU0299.The horizontal coordinates were scaled from a map and have
 JU0299.an estimated accuracy of +/- 6 seconds.
 JU0299
 JU0299.The orthometric height was determined by differential leveling and
 JU0299.adjusted by the NATIONAL GEODETIC SURVEY
 JU0299.in June 1991.
 JU0299
 JU0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0299.GEOID18 height accuracy estimate available here.
 JU0299
 JU0299.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ476573(NAD 83)
 JU0299
 JU0299                          SUPERSEDED SURVEY CONTROL
 JU0299
 JU0299  NGVD 29 (01/10/92)    3.401  (m)           11.16   (f) ADJUSTED    1 1
 JU0299  NGVD 29 (??/??/87)    3.401  (m)           11.16   (f) SUPERSEDED  1 1
 JU0299
 JU0299.Superseded values are not recommended for survey control.
 JU0299
 JU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0299.See file dsdata.pdf to determine how the superseded data were derived.
 JU0299
 JU0299_MARKER: DB = BENCH MARK DISK
 JU0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0299_SP_SET: BRIDGE
 JU0299_STAMPING: P 64 1963
 JU0299_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 JU0085 ***********************************************************************
 JU0085  DESIGNATION -  P 66
 JU0085  PID         -  JU0085
 JU0085  STATE/COUNTY-  NJ/OCEAN
 JU0085  COUNTRY     -  US
 JU0085  USGS QUAD   -  WEST CREEK (2019)
 JU0085
 JU0085                         *CURRENT SURVEY CONTROL
 JU0085  ______________________________________________________________________
 JU0085* NAD 83(1986) POSITION- 39 39 50.02   (N) 074 16 56.95   (W)   HD_HELD1
 JU0085* NAVD 88 ORTHO HEIGHT -    10.938 (meters)       35.89  (feet) ADJUSTED
 JU0085  ______________________________________________________________________
 JU0085  GEOID HEIGHT    -        -33.321 (meters)                     GEOID18
 JU0085  DYNAMIC HEIGHT  -         10.933 (meters)       35.87  (feet) COMP
 JU0085  MODELED GRAVITY -    980,159.9   (mgal)                       NAVD 88
 JU0085
 JU0085  VERT ORDER      -  FIRST     CLASS II
 JU0085
 JU0085.The horizontal coordinates were determined by differentially corrected
 JU0085.hand held GPS observations or other comparable positioning techniques
 JU0085.and have an estimated accuracy of +/- 3 meters.
 JU0085
 JU0085.The orthometric height was determined by differential leveling and
 JU0085.adjusted by the NATIONAL GEODETIC SURVEY
 JU0085.in February 2021.
 JU0085
 JU0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0085.GEOID18 height accuracy estimate available here.
 JU0085
 JU0085.Click photographs - Photos may exist for this station.
 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       -    92,222.5     168,663.2     MT  (+/- 3 meters HH1 GPS) 
 JU0085
 JU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6154690699(NAD 83)
 JU0085
 JU0085                          SUPERSEDED SURVEY CONTROL
 JU0085
 JU0085  NAVD 88 (06/15/91)   10.936  (m)           35.88   (f) SUPERSEDED  1 1
 JU0085  NGVD 29 (04/16/92)   11.316  (m)           37.13   (f) ADJUSTED    1 1
 JU0085  NGVD 29 (01/10/92)   11.316  (m)           37.13   (f) SUPERSEDED  1 1
 JU0085  NGVD 29 (??/??/87)   11.322  (m)           37.15   (f) SUPERSEDED  1 1
 JU0085
 JU0085.Superseded values are not recommended for survey control.
 JU0085
 JU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0085.See file dsdata.pdf to determine how the superseded data were derived.
 JU0085
 JU0085_MARKER: DB = BENCH MARK DISK
 JU0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0085_STAMPING: P 66 1964
 JU0085_MARK LOGO: CGS
 JU0085_PROJECTION: RECESSED 8 CENTIMETERS
 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 - April 22, 2019
 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  HISTORY     - 20190226 GOOD             NJGS
 JU0085  HISTORY     - 20190422 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.
 JU0085
 JU0085                          STATION RECOVERY (2019)
 JU0085
 JU0085'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JBV)
 JU0085'THE STATION WAS RECOVERED AS DESCRIBED BY THE NATIONAL GEODETIC SURVEY
 JU0085'DATA SHEET WITH THE FOLLOWING ADDITIONS.
 JU0085'
 JU0085'THE STATION IS 11.7 FT (3.6 M) SOUTH EAST OF THE SOUTH EAST EDGE OF
 JU0085'ROUTE 9, 31.8 FT (9.7 M) SOUTH EAST OF THE CENTERLINE OF ROUTE 9, 61
 JU0085'FT (18.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 624,
 JU0085'37.1 FT (11.3 M) NORTH OF THE NORTH CORNER OF HOUSE NUMBER 620, 52.3
 JU0085'FT (15.9 M) NORTH EAST OF POLE NUMBER BT1163, 4.4 FT (1.3 M) NORTHWEST
 JU0085'OF 4 INCH CONCRETE POST THAT IS ABOUT 4 FT (1.2 M) TALL WITH THE
 JU0085'INSCRIPTION 1985.
 JU0085
 JU0085                          STATION RECOVERY (2019)
 JU0085
 JU0085'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (RJK)
 JU0085'RECOVERED IN GOOD CONDITION.
 JU0085'
 JU0085'NOTE-ADD-THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST-NORTHWEST OF
 JU0085'SHIP BOTTOM, 5.2 MI (8.4 KM) NORTHEAST OF TUCKERTON AND 2.4 MI (3.9
 JU0085'KM) NORTH-NORTHEAST OF WEST CREEK, IN STAFFORDVILLE TOWNSHIP.
 JU0085'
 JU0085'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 9 AND 72 GO ABOUT
 JU0085'2.37 MI (3.81 KM) SOUTHWEST ALONG ROUTE 9, THE STATION WILL BE ON THE
 JU0085'LEFT ACROSS FROM HOUSE NUMBER 623.
 JU0085'
 JU0085'IT IS 52.25 FT (15.9 M) NORTHEAST OF POLE NUMBER BT1163, 31.6 FT (9.6
 JU0085'M) SOUTHEAST OF THE CENTERLINE OF ROUTE 9.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0159 ***********************************************************************
 JU0159  DESIGNATION -  P 67
 JU0159  PID         -  JU0159
 JU0159  STATE/COUNTY-  NJ/OCEAN
 JU0159  COUNTRY     -  US
 JU0159  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0159
 JU0159                         *CURRENT SURVEY CONTROL
 JU0159  ______________________________________________________________________
 JU0159* NAD 83(1986) POSITION- 39 42 07.13   (N) 074 08 10.54   (W)   HD_HELD1
 JU0159* NAVD 88 ORTHO HEIGHT -     1.453 (meters)        4.77  (feet) ADJUSTED
 JU0159  ______________________________________________________________________
 JU0159  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 JU0159  DYNAMIC HEIGHT  -          1.452 (meters)        4.76  (feet) COMP
 JU0159  MODELED GRAVITY -    980,157.1   (mgal)                       NAVD 88
 JU0159
 JU0159  VERT ORDER      -  FIRST     CLASS II
 JU0159
 JU0159.The horizontal coordinates were determined by differentially corrected
 JU0159.hand held GPS observations or other comparable positioning techniques
 JU0159.and have an estimated accuracy of +/- 3 meters.
 JU0159
 JU0159.The orthometric height was determined by differential leveling and
 JU0159.adjusted by the NATIONAL GEODETIC SURVEY
 JU0159.in February 2021.
 JU0159
 JU0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0159.GEOID18 height accuracy estimate available here.
 JU0159
 JU0159.Click photographs - Photos may exist for this station.
 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       -    96,491.3     181,192.6     MT  (+/- 3 meters HH1 GPS) 
 JU0159
 JU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7404895037(NAD 83)
 JU0159
 JU0159                          SUPERSEDED SURVEY CONTROL
 JU0159
 JU0159  NAVD 88 (03/25/05)    1.451  (m)            4.76   (f) SUPERSEDED  1 2
 JU0159  NAVD 88 (06/15/91)    1.443  (m)            4.73   (f) SUPERSEDED  1 1
 JU0159  NGVD 29 (11/26/84)    1.826  (m)            5.99   (f) ADJUSTED    1 1
 JU0159
 JU0159.Superseded values are not recommended for survey control.
 JU0159
 JU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0159.See file dsdata.pdf to determine how the superseded data were derived.
 JU0159
 JU0159_MARKER: DB = BENCH MARK DISK
 JU0159_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 - April 30, 2019
 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  HISTORY     - 20130522 GOOD             INDIV
 JU0159  HISTORY     - 20190430 GOOD             INDIV
 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'RECOVERED IN GOOD CONDITION.
 JU0159
 JU0159                          STATION RECOVERY (2013)
 JU0159
 JU0159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (HBH)
 JU0159'RECOVERED AS DESCRIBED. STATION IS LOCATED BEHIND A STONE WALL ON THE
 JU0159'RIGHT SIDE OF THE DRIVEWAY WHEN ENTERING THE CONVENT PROPERTY.
 JU0159
 JU0159                          STATION RECOVERY (2019)
 JU0159
 JU0159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (EE)
 JU0159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0054 ***********************************************************************
 JU0054  DESIGNATION -  P 68
 JU0054  PID         -  JU0054
 JU0054  STATE/COUNTY-  NJ/OCEAN
 JU0054  COUNTRY     -  US
 JU0054  USGS QUAD   -  FORKED RIVER (2019)
 JU0054
 JU0054                         *CURRENT SURVEY CONTROL
 JU0054  ______________________________________________________________________
 JU0054* NAD 83(1986) POSITION- 39 50 33.     (N) 074 11 21.     (W)   SCALED
 JU0054* NAVD 88 ORTHO HEIGHT -     4.905 (meters)       16.09  (feet) ADJUSTED
 JU0054  ______________________________________________________________________
 JU0054  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 JU0054  DYNAMIC HEIGHT  -          4.903 (meters)       16.09  (feet) COMP
 JU0054  MODELED GRAVITY -    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 map and have
 JU0054.an estimated accuracy of +/- 6 seconds.
 JU0054
 JU0054.The orthometric height was determined by differential leveling and
 JU0054.adjusted by the NATIONAL GEODETIC SURVEY
 JU0054.in June 1991.
 JU0054
 JU0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0054.GEOID18 height accuracy estimate available here.
 JU0054
 JU0054.Click photographs - Photos may exist for this station.
 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
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK693105(NAD 83)
 JU0054
 JU0054                          SUPERSEDED SURVEY CONTROL
 JU0054
 JU0054  NGVD 29 (04/16/92)    5.278  (m)           17.32   (f) ADJUSTED    1 1
 JU0054  NGVD 29 (01/10/92)    5.278  (m)           17.32   (f) SUPERSEDED  1 1
 JU0054  NGVD 29 (??/??/87)    5.278  (m)           17.32   (f) SUPERSEDED  1 1
 JU0054
 JU0054.Superseded values are not recommended for survey control.
 JU0054
 JU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0054.See file dsdata.pdf to determine how the superseded data were derived.
 JU0054
 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_STAMPING: P 68 1964
 JU0054_MARK LOGO: CGS
 JU0054_PROJECTION: FLUSH
 JU0054_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20230928 GOOD             LOCENG
 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.
 JU0054
 JU0054                          STATION RECOVERY (2023)
 JU0054
 JU0054'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2023 (RL)
 JU0054'AT EDGE OF STONE LANDSCAPING WALL AROUND SIGN AT CHURCH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0871 ***********************************************************************
 KV0871  DESIGNATION -  P 69
 KV0871  PID         -  KV0871
 KV0871  STATE/COUNTY-  NJ/OCEAN
 KV0871  COUNTRY     -  US
 KV0871  USGS QUAD   -  POINT PLEASANT (2019)
 KV0871
 KV0871                         *CURRENT SURVEY CONTROL
 KV0871  ______________________________________________________________________
 KV0871* NAD 83(2011) POSITION- 40 00 12.66107(N) 074 03 38.08509(W)   ADJUSTED
 KV0871* NAD 83(2011) ELLIP HT-   -31.544 (meters)        (06/27/12)   ADJUSTED
 KV0871* NAD 83(2011) EPOCH   -  2010.00
 KV0871* NAVD 88 ORTHO HEIGHT -     1.529 (meters)        5.02  (feet) ADJUSTED
 KV0871  ______________________________________________________________________
 KV0871  GEOID HEIGHT    -        -33.069 (meters)                     GEOID18
 KV0871  NAD 83(2011) X  -  1,343,563.968 (meters)                     COMP
 KV0871  NAD 83(2011) Y  - -4,704,331.070 (meters)                     COMP
 KV0871  NAD 83(2011) Z  -  4,078,264.431 (meters)                     COMP
 KV0871  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 KV0871  DYNAMIC HEIGHT  -          1.528 (meters)        5.01  (feet) COMP
 KV0871  MODELED GRAVITY -    980,161.1   (mgal)                       NAVD 88
 KV0871  OBS GRAVITY     -    980,165.2   (mgal)                       GRAV_OBS
 KV0871
 KV0871  VERT ORDER      -  FIRST     CLASS I
 KV0871
 KV0871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV0871  Standards:
 KV0871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV0871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV0871  -------------------------------------------------------------------
 KV0871  NETWORK    0.48   0.92           0.21   0.18   0.47      0.01819179
 KV0871  -------------------------------------------------------------------
 KV0871  Click here for local accuracies and other accuracy information.
 KV0871
 KV0871.The horizontal coordinates were established by GPS observations
 KV0871.and adjusted by the National Geodetic Survey in June 2012.
 KV0871
 KV0871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV0871.been affixed to the stable North American tectonic plate. See 
 KV0871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV0871
 KV0871.The horizontal coordinates are valid at the epoch date displayed above
 KV0871.which is a decimal equivalence of Year/Month/Day.
 KV0871
 KV0871.The orthometric height was determined by differential leveling and
 KV0871.adjusted by the NATIONAL GEODETIC SURVEY
 KV0871.in June 1991.
 KV0871
 KV0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0871.GEOID18 height accuracy estimate available here.
 KV0871
 KV0871.Click photographs - Photos may exist for this station.
 KV0871
 KV0871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0871
 KV0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV0871
 KV0871.The ellipsoidal height was determined by GPS observations
 KV0871.and is referenced to NAD 83.
 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
 KV0871.The observed gravity was obtained from relative gravimeter ties
 KV0871.to the IGSN71 gravity network.
 KV0871
 KV0871. The following values were computed from the NAD 83(2011) position.
 KV0871
 KV0871;                    North         East     Units Scale Factor Converg.
 KV0871;SPC NJ       -   129,997.360   187,518.225   MT  0.99991732   +0 16 56.9
 KV0871;SPC NJ       -   426,499.67    615,216.04   sFT  0.99991732   +0 16 56.9
 KV0871;UTM  18      - 4,428,570.160   580,185.195   MT  0.99967915   +0 36 14.1
 KV0871
 KV0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0871!SPC NJ       -   1.00000495  x   0.99991732  =   0.99992227
 KV0871!UTM  18      -   1.00000495  x   0.99967915  =   0.99968410
 KV0871
 KV0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8018528570(NAD 83)
 KV0871
 KV0871                          SUPERSEDED SURVEY CONTROL
 KV0871
 KV0871  NAD 83(2007)-  40 00 12.66146(N)    074 03 38.08553(W) AD(2002.00) 0
 KV0871  ELLIP H (02/10/07)  -31.534  (m)                       GP(2002.00)    
 KV0871  ELLIP H (10/23/02)  -31.522  (m)                       GP(       ) 4 1
 KV0871  NAD 83(1996)-  40 00 12.66114(N)    074 03 38.08502(W) AD(       ) 1
 KV0871  ELLIP H (05/14/99)  -31.542  (m)                       GP(       ) 4 1
 KV0871  NAD 83(1986)-  40 00 12.66170(N)    074 03 38.08959(W) AD(       ) 1
 KV0871  NAVD 88               1.53   (m)            5.0    (f) LEVELING    3  
 KV0871  NGVD 29 (04/16/92)    1.875  (m)            6.15   (f) ADJUSTED    1 1
 KV0871  NGVD 29 (01/10/92)    1.875  (m)            6.15   (f) SUPERSEDED  1 1
 KV0871  NGVD 29 (??/??/87)    1.905  (m)            6.25   (f) SUPERSEDED  1 1
 KV0871
 KV0871.Superseded values are not recommended for survey control.
 KV0871
 KV0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0871.See file dsdata.pdf to determine how the superseded data were derived.
 KV0871
 KV0871_MARKER: DB = BENCH MARK DISK
 KV0871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0871_STAMPING: P 69 1964
 KV0871_MARK LOGO: CGS
 KV0871_PROJECTION: FLUSH
 KV0871_MAGNETIC: I = MARKER IS A STEEL ROD
 KV0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0871+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2007
 KV0871_ROD/PIPE-DEPTH: 21.3 meters
 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  HISTORY     - 20070720 GOOD             NJDEP
 KV0871  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 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.
 KV0871
 KV0871                          STATION RECOVERY (2007)
 KV0871
 KV0871'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2007 (JPO)
 KV0871'POWER LINE MENTIONED IN TIES IS NOW BT 5975 BK, DISC IS IN THE
 KV0871'NORTHEAST CORNER OF THE NORTHERN GRASSY ABOUT SIX INCHES BELOW THE
 KV0871'GROUND BUT IS EXPOSED
 KV0871
 KV0871                          STATION RECOVERY (2015)
 KV0871
 KV0871'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 KV0871'THE DISK HAS BEEN PRIED OFF OF ITS STEM.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0147 ***********************************************************************
 JU0147  DESIGNATION -  P 7
 JU0147  PID         -  JU0147
 JU0147  STATE/COUNTY-  NJ/OCEAN
 JU0147  COUNTRY     -  US
 JU0147  USGS QUAD   -  SHIP BOTTOM (2019)
 JU0147
 JU0147                         *CURRENT SURVEY CONTROL
 JU0147  ______________________________________________________________________
 JU0147* NAD 83(1996) POSITION- 39 39 49.34345(N) 074 09 54.16067(W)   ADJUSTED
 JU0147* NAVD 88 ORTHO HEIGHT -     1.638 (meters)        5.37  (feet) ADJUSTED
 JU0147  ______________________________________________________________________
 JU0147  GEOID HEIGHT    -        -33.542 (meters)                     GEOID18
 JU0147  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 JU0147  DYNAMIC HEIGHT  -          1.637 (meters)        5.37  (feet) COMP
 JU0147  MODELED GRAVITY -    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 and
 JU0147.adjusted by the NATIONAL GEODETIC SURVEY
 JU0147.in June 1991.
 JU0147
 JU0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0147.GEOID18 height accuracy estimate available here.
 JU0147
 JU0147.Click photographs - Photos may exist for this station.
 JU0147
 JU0147.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000501  x   0.99991017  =   0.99991517
 JU0147!UTM  18      -   1.00000501  x   0.99966315  =   0.99966815
 JU0147
 JU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7162090766(NAD 83)
 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               2.02   (m)            6.6    (f) LEVELING    3  
 JU0147  NGVD 29 (11/26/84)    2.021  (m)            6.63   (f) ADJUSTED    1 1
 JU0147
 JU0147.Superseded values are not recommended for survey control.
 JU0147
 JU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0147.See file dsdata.pdf to determine how the superseded data were derived.
 JU0147
 JU0147_STAMPING: P 7 1930 6.716
 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  HISTORY     - 20190128 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.
 JU0147
 JU0147                          STATION RECOVERY (2019)
 JU0147
 JU0147'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (JAR)
 JU0147'NOT FOUND, MISSING TIES.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0021 ***********************************************************************
 KV0021  DESIGNATION -  P 71 CHOCO RESET 1974
 KV0021  PID         -  KV0021
 KV0021  STATE/COUNTY-  NJ/MIDDLESEX
 KV0021  COUNTRY     -  US
 KV0021  USGS QUAD   -  PERTH AMBOY (2016)
 KV0021
 KV0021                         *CURRENT SURVEY CONTROL
 KV0021  ______________________________________________________________________
 KV0021* NAD 83(1986) POSITION- 40 32 06.     (N) 074 16 19.     (W)   SCALED
 KV0021* NAVD 88 ORTHO HEIGHT -     7.88  (+/-2cm)       25.9   (feet) VERTCON3
 KV0021  ______________________________________________________________________
 KV0021  GEOID HEIGHT    -        -32.520 (meters)                     GEOID18
 KV0021  VERT ORDER      -  THIRD (See Below)
 KV0021
 KV0021.The horizontal coordinates were scaled from a 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
 KV0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0021.GEOID18 height accuracy estimate available here.
 KV0021
 KV0021.The vertical order pertains to the NGVD 29 superseded value.
 KV0021
 KV0021.Click photographs - Photos may exist for this station.
 KV0021
 KV0021;                    North         East    Units  Estimated Accuracy
 KV0021;SPC NJ       -   188,940.      169,320.      MT  (+/- 180 meters Scaled)
 KV0021
 KV0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK616873(NAD 83)
 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
 KV0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0021.See file dsdata.pdf to determine how the superseded data were derived.
 KV0021
 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  HISTORY     - 20070227 MARK NOT FOUND   UE
 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.
 KV0021
 KV0021                          STATION RECOVERY (2007)
 KV0021
 KV0021'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV0021'THE HIGHWAY SHOULDED WAS WIDENED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0971 ***********************************************************************
 KV0971  DESIGNATION -  P 73
 KV0971  PID         -  KV0971
 KV0971  STATE/COUNTY-  NJ/MIDDLESEX
 KV0971  COUNTRY     -  US
 KV0971  USGS QUAD   -  NEW BRUNSWICK (2019)
 KV0971
 KV0971                         *CURRENT SURVEY CONTROL
 KV0971  ______________________________________________________________________
 KV0971* NAD 83(1986) POSITION- 40 23 04.     (N) 074 24 16.     (W)   SCALED
 KV0971* NAVD 88 ORTHO HEIGHT -     9.090 (meters)       29.82  (feet) ADJUSTED
 KV0971  ______________________________________________________________________
 KV0971  GEOID HEIGHT    -        -32.657 (meters)                     GEOID18
 KV0971  DYNAMIC HEIGHT  -          9.086 (meters)       29.81  (feet) COMP
 KV0971  MODELED GRAVITY -    980,199.3   (mgal)                       NAVD 88
 KV0971
 KV0971  VERT ORDER      -  FIRST     CLASS II
 KV0971
 KV0971.The horizontal coordinates were scaled from a map and have
 KV0971.an estimated accuracy of +/- 6 seconds.
 KV0971
 KV0971.The orthometric height was determined by differential leveling and
 KV0971.adjusted by the NATIONAL GEODETIC SURVEY
 KV0971.in June 1991.
 KV0971
 KV0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0971.GEOID18 height accuracy estimate available here.
 KV0971
 KV0971.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK505705(NAD 83)
 KV0971
 KV0971                          SUPERSEDED SURVEY CONTROL
 KV0971
 KV0971  NGVD 29 (??/??/92)    9.448  (m)           31.00   (f) SUPERSEDED  1 2
 KV0971  NGVD 29 (01/10/92)    9.419  (m)           30.90   (f) ADJUSTED    1 2
 KV0971
 KV0971.Superseded values are not recommended for survey control.
 KV0971
 KV0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0971.See file dsdata.pdf to determine how the superseded data were derived.
 KV0971
 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 = JULY 24, 2026 22:12:30 EDT
 KV1135 ***********************************************************************
 KV1135  DESIGNATION -  P 74
 KV1135  PID         -  KV1135
 KV1135  STATE/COUNTY-  NJ/MERCER
 KV1135  COUNTRY     -  US
 KV1135  USGS QUAD   -  TRENTON EAST (2019)
 KV1135
 KV1135                         *CURRENT SURVEY CONTROL
 KV1135  ______________________________________________________________________
 KV1135* NAD 83(1986) POSITION- 40 11 21.4    (N) 074 39 09.4    (W)   HD_HELD2
 KV1135* NAVD 88 ORTHO HEIGHT -    15.511 (meters)       50.89  (feet) ADJUSTED
 KV1135  ______________________________________________________________________
 KV1135  GEOID HEIGHT    -        -32.803 (meters)                     GEOID18
 KV1135  DYNAMIC HEIGHT  -         15.505 (meters)       50.87  (feet) COMP
 KV1135  MODELED GRAVITY -    980,196.5   (mgal)                       NAVD 88
 KV1135
 KV1135  VERT ORDER      -  FIRST     CLASS II
 KV1135
 KV1135.The horizontal coordinates were established by autonomous hand held GPS
 KV1135.observations and have an estimated accuracy of +/- 10 meters.
 KV1135
 KV1135.The orthometric height was determined by differential leveling and
 KV1135.adjusted by the NATIONAL GEODETIC SURVEY
 KV1135.in February 2010.
 KV1135
 KV1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV1135.GEOID18 height accuracy estimate available here.
 KV1135
 KV1135.Click photographs - Photos may exist for this station.
 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       -   150,540.      137,005.      MT  (+/- 10 meters HH2 GPS)
 KV1135
 KV1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2957148823(NAD 83)
 KV1135
 KV1135                          SUPERSEDED SURVEY CONTROL
 KV1135
 KV1135  NAVD 88 (06/15/91)   15.540  (m)           50.98   (f) SUPERSEDED  1 2
 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
 KV1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1135.See file dsdata.pdf to determine how the superseded data were derived.
 KV1135
 KV1135_MARKER: DV = VERTICAL CONTROL DISK
 KV1135_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV1135_SP_SET: BRIDGE WINGWALL
 KV1135_STAMPING: P 74 1974
 KV1135_MARK LOGO: NGS
 KV1135_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1135+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2020
 KV1135
 KV1135  HISTORY     - Date     Condition        Report By
 KV1135  HISTORY     - 1974     MONUMENTED       NGS
 KV1135  HISTORY     - 19900606 GOOD             NJGS
 KV1135  HISTORY     - 20060717 GOOD             NJGS
 KV1135  HISTORY     - 20171117 GOOD             INDIV
 KV1135  HISTORY     - 20200417 GOOD             NJGS
 KV1135
 KV1135                          STATION DESCRIPTION
 KV1135
 KV1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1135'1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 130 FROM SOUTH BROAD STREET
 KV1135'OVERPASS AT YARDVILLE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 KV1135'NORTHWEST WING WALL OF BRIDGE OVER BLACK CREEK, ALSO AT A SEWER PIPE
 KV1135'LINE CROSSING, 32.6 FEET NORTHWEST OF CENTERLINE OF THE SOUTHWEST
 KV1135'BOUND LANE OF THE HIGHWAY, 15 FEET NORTHEAST OF THE EAST CORNER OF A
 KV1135'CHAIN LINK FENCE AROUND THE SEWER CONTROL SUBSTATION, 2.2 FEET
 KV1135'WEST-SOUTHWEST OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL, 0.3
 KV1135'FOOT 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 COUNTY ROAD
 KV1135'526 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.
 KV1135
 KV1135                          STATION RECOVERY (2006)
 KV1135
 KV1135'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV1135'RECOVERED IN GOOD CONDITION.  NOTE--THERE HAS BEEN A NEW ROADWAY
 KV1135'BRIDGE DECK CONSTRUCTED AT THIS SITE.  THE STATION WAS RECOVERED ON
 KV1135'THE OLD SUPERSTRUCTURE.
 KV1135
 KV1135                          STATION RECOVERY (2017)
 KV1135
 KV1135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (VMG)
 KV1135'RECOVERY NOTE BY TOWNSHIP OF HAMILTON RECOVERD AS DESCRIBED.
 KV1135
 KV1135                          STATION RECOVERY (2020)
 KV1135
 KV1135'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JBV)
 KV1135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV2935 ***********************************************************************
 KV2935  DESIGNATION -  P 77
 KV2935  PID         -  KV2935
 KV2935  STATE/COUNTY-  NJ/HUNTERDON
 KV2935  COUNTRY     -  US
 KV2935  USGS QUAD   -  HIGH BRIDGE (2016)
 KV2935
 KV2935                         *CURRENT SURVEY CONTROL
 KV2935  ______________________________________________________________________
 KV2935* NAD 83(1986) POSITION- 40 37 55.     (N) 074 55 46.     (W)   SCALED
 KV2935* NAVD 88 ORTHO HEIGHT -    90.836 (meters)      298.02  (feet) ADJUSTED
 KV2935  ______________________________________________________________________
 KV2935  GEOID HEIGHT    -        -33.740 (meters)                     GEOID18
 KV2935  DYNAMIC HEIGHT  -         90.794 (meters)      297.88  (feet) COMP
 KV2935  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 KV2935
 KV2935  VERT ORDER      -  FIRST     CLASS II
 KV2935
 KV2935.The horizontal coordinates were scaled from a map and have
 KV2935.an estimated accuracy of +/- 6 seconds.
 KV2935
 KV2935.The orthometric height was determined by differential leveling and
 KV2935.adjusted by the NATIONAL GEODETIC SURVEY
 KV2935.in June 1991.
 KV2935
 KV2935.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV2935.GEOID18 height accuracy estimate available here.
 KV2935
 KV2935.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK059979(NAD 83)
 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
 KV2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2935.See file dsdata.pdf to determine how the superseded data were derived.
 KV2935
 KV2935_MARKER: DV = VERTICAL CONTROL DISK
 KV2935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2935_STAMPING: P 77 1978
 KV2935_MARK LOGO: NGS
 KV2935_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = JULY 24, 2026 22:12:30 EDT
 JU2276 ***********************************************************************
 JU2276  DESIGNATION -  P 78
 JU2276  PID         -  JU2276
 JU2276  STATE/COUNTY-  NJ/CUMBERLAND
 JU2276  COUNTRY     -  US
 JU2276  USGS QUAD   -  MILLVILLE (2019)
 JU2276
 JU2276                         *CURRENT SURVEY CONTROL
 JU2276  ______________________________________________________________________
 JU2276* NAD 83(1986) POSITION- 39 23 54.30   (N) 075 03 31.25   (W)   HD_HELD1
 JU2276* NAVD 88 ORTHO HEIGHT -    16.359 (meters)       53.67  (feet) ADJUSTED
 JU2276  ______________________________________________________________________
 JU2276  GEOID HEIGHT    -        -33.896 (meters)                     GEOID18
 JU2276  DYNAMIC HEIGHT  -         16.351 (meters)       53.64  (feet) COMP
 JU2276  MODELED GRAVITY -    980,122.9   (mgal)                       NAVD 88
 JU2276
 JU2276  VERT ORDER      -  FIRST     CLASS II
 JU2276
 JU2276.The horizontal coordinates were determined by differentially corrected
 JU2276.hand held GPS observations or other comparable positioning techniques
 JU2276.and have an estimated accuracy of +/- 3 meters.
 JU2276
 JU2276.The orthometric height was determined by differential leveling and
 JU2276.adjusted by the NATIONAL GEODETIC SURVEY
 JU2276.in June 1991.
 JU2276
 JU2276.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2276.GEOID18 height accuracy estimate available here.
 JU2276
 JU2276.Click photographs - Photos may exist for this station.
 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       -    62,876.9     101,880.8     MT  (+/- 3 meters HH1 GPS) 
 JU2276
 JU2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9494760992(NAD 83)
 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
 JU2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2276.See file dsdata.pdf to determine how the superseded data were derived.
 JU2276
 JU2276_MARKER: DV = VERTICAL CONTROL DISK
 JU2276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2276_STAMPING: P 78 1979
 JU2276_MARK LOGO: NGS
 JU2276_PROJECTION: RECESSED 18 CENTIMETERS
 JU2276_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2276+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2013
 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  HISTORY     - 20110705 GOOD             NJGS
 JU2276  HISTORY     - 20130505 GOOD             PROFLN
 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.
 JU2276
 JU2276                          STATION RECOVERY (2011)
 JU2276
 JU2276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU2276'THE STATION IS LOCATED IN THE CITY OF MILLVILLE, BETWEEN THE PARKING
 JU2276'LOT FOR THE MOUNT PLEASANT CHURCH AND PEARL ROAD.
 JU2276'
 JU2276'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 (NORTH SECOND
 JU2276'STREET) AND STATE ROUTE 49 (EAST MAIN STREET) IN MILLVILLE, GO 1.2 MI
 JU2276'(1.9 KM) WEST ON STATE ROUTE 49 TO THE JUNCTION WITH PEARL ROAD.  TURN
 JU2276'RIGHT AND GO NORTH ABOUT 130 FT (39.6 M) TO STATION ON THE RIGHT.
 JU2276'
 JU2276'THE STATION IS 3.6 FT (1.1 M) EAST OF THE EAST CURB OF PEARL ROAD, 123
 JU2276'FT (37.5 M) NORTH OF THE NORTH CURB OF ROUTE 49, 126 FT (38.4 M) WEST
 JU2276'OF THE SOUTHEAST CORNER OF THE CHURCH, 2 FT (0.6 M) SOUTH OF POWER
 JU2276'POLE NUMBER 1415 WITH A TRANSFORMER.
 JU2276
 JU2276                          STATION RECOVERY (2013)
 JU2276
 JU2276'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2013 (JRO)
 JU2276'RECOVERED AND PHOTOGRAPHED.  THERE IS NO CAP ON THE PVC PIPE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2414 ***********************************************************************
 JU2414  DESIGNATION -  P 79
 JU2414  PID         -  JU2414
 JU2414  STATE/COUNTY-  NJ/CAPE MAY
 JU2414  COUNTRY     -  US
 JU2414  USGS QUAD   -  OCEAN CITY (2019)
 JU2414
 JU2414                         *CURRENT SURVEY CONTROL
 JU2414  ______________________________________________________________________
 JU2414* NAD 83(1986) POSITION- 39 15 47.09   (N) 074 35 52.41   (W)   HD_HELD1
 JU2414* NAVD 88 ORTHO HEIGHT -     1.529 (meters)        5.02  (feet) ADJUSTED
 JU2414  ______________________________________________________________________
 JU2414  GEOID HEIGHT    -        -34.664 (meters)                     GEOID18
 JU2414  DYNAMIC HEIGHT  -          1.528 (meters)        5.01  (feet) COMP
 JU2414  MODELED GRAVITY -    980,095.4   (mgal)                       NAVD 88
 JU2414
 JU2414  VERT ORDER      -  FIRST     CLASS II
 JU2414
 JU2414.The horizontal coordinates were determined by differentially corrected
 JU2414.hand held GPS observations or other comparable positioning techniques
 JU2414.and have an estimated accuracy of +/- 3 meters.
 JU2414
 JU2414.The orthometric height was determined by differential leveling and
 JU2414.adjusted by the NATIONAL GEODETIC SURVEY
 JU2414.in June 1991.
 JU2414
 JU2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2414.GEOID18 height accuracy estimate available here.
 JU2414
 JU2414.Click photographs - Photos may exist for this station.
 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       -    47,708.8     141,552.3     MT  (+/- 3 meters HH1 GPS) 
 JU2414
 JU2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3469046048(NAD 83)
 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
 JU2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2414.See file dsdata.pdf to determine how the superseded data were derived.
 JU2414
 JU2414_MARKER: DV = VERTICAL CONTROL DISK
 JU2414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2414_STAMPING: P 79 1979
 JU2414_MARK LOGO: NGS
 JU2414_PROJECTION: RECESSED 8 CENTIMETERS
 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 - August 08, 2014
 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  HISTORY     - 20090520 MARK NOT FOUND   INDIV
 JU2414  HISTORY     - 20140808 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.
 JU2414
 JU2414                          STATION RECOVERY (2009)
 JU2414
 JU2414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU2414'THE AREA NORTH OF POLE NUMBER O 2614 AND BETWEEN THE SIDEWALK AND CURB
 JU2414'IS COVERED BY APPROXIMATELY 4 INCHES OF TURF. STATION WAS NOT SEARCHED
 JU2414'FOR AT THIS TIME.
 JU2414
 JU2414                          STATION RECOVERY (2014)
 JU2414
 JU2414'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2014 (RJK)
 JU2414'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-SOUTHEAST OF
 JU2414'TUCKAHOE, 2.6 MI (4.2 KM) EAST OF MARMORA AND 1.6 MI (2.6 KM)
 JU2414'SOUTHWEST OF OCEAN CITY, IN OCEAN CITY.
 JU2414'
 JU2414'THE STATION IS LOCATED ON THE NORTH-NORTHWEST CORNER OF THE JUNCTION
 JU2414'OF ASBURY AVENUE AND 24TH STREET.
 JU2414'
 JU2414'THE STATION IS 1.5 FT (0.5 M) NORTH OF POLE NUMBER 02614, 10.5 FT (3.2
 JU2414'M) NORTHEAST OF THE NORTHEAST CURB OF 24TH STREET, 2.9 FT (0.9 M)
 JU2414'NORTHWEST OF THE NORTHWEST CURB OF ASBURY AVENUE, 1.2 FT (0.4 M)
 JU2414'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK, 19.5 FT (5.9 M) SOUTH
 JU2414'OF THE SOUTH CORNER OF THE PORCH FOR HOUSE NUMBER 2360 ASBURY AVENUE.
 JU2414'THE STATION IS LEVEL WITH THE SIDEWALK AND ABOUT 3 INCHES (8 CM) BELOW
 JU2414'THE GRASS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3501 ***********************************************************************
 KV3501  DESIGNATION -  P 80
 KV3501  PID         -  KV3501
 KV3501  STATE/COUNTY-  NJ/OCEAN
 KV3501  COUNTRY     -  US
 KV3501  USGS QUAD   -  POINT PLEASANT (2019)
 KV3501
 KV3501                         *CURRENT SURVEY CONTROL
 KV3501  ______________________________________________________________________
 KV3501* NAD 83(1986) POSITION- 40 04 06.     (N) 074 02 41.     (W)   SCALED
 KV3501* NAVD 88 ORTHO HEIGHT -     1.233 (meters)        4.05  (feet) ADJUSTED
 KV3501  ______________________________________________________________________
 KV3501  GEOID HEIGHT    -        -33.041 (meters)                     GEOID18
 KV3501  DYNAMIC HEIGHT  -          1.232 (meters)        4.04  (feet) COMP
 KV3501  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 KV3501
 KV3501  VERT ORDER      -  FIRST     CLASS II
 KV3501
 KV3501.The horizontal coordinates were scaled from a map and have
 KV3501.an estimated accuracy of +/- 6 seconds.
 KV3501
 KV3501.The orthometric height was determined by differential leveling and
 KV3501.adjusted by the NATIONAL GEODETIC SURVEY
 KV3501.in June 1991.
 KV3501
 KV3501.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3501.GEOID18 height accuracy estimate available here.
 KV3501
 KV3501.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK814357(NAD 83)
 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
 KV3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3501.See file dsdata.pdf to determine how the superseded data were derived.
 KV3501
 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 = JULY 24, 2026 22:12:30 EDT
 KV3506 ***********************************************************************
 KV3506  DESIGNATION -  P 81
 KV3506  PID         -  KV3506
 KV3506  STATE/COUNTY-  NJ/MONMOUTH
 KV3506  COUNTRY     -  US
 KV3506  USGS QUAD   -  ASBURY PARK (2019)
 KV3506
 KV3506                         *CURRENT SURVEY CONTROL
 KV3506  ______________________________________________________________________
 KV3506* NAD 83(1986) POSITION- 40 11 18.     (N) 074 01 22.     (W)   SCALED
 KV3506* NAVD 88 ORTHO HEIGHT -     2.472 (meters)        8.11  (feet) ADJUSTED
 KV3506  ______________________________________________________________________
 KV3506  GEOID HEIGHT    -        -32.888 (meters)                     GEOID18
 KV3506  DYNAMIC HEIGHT  -          2.471 (meters)        8.11  (feet) COMP
 KV3506  MODELED GRAVITY -    980,167.5   (mgal)                       NAVD 88
 KV3506
 KV3506  VERT ORDER      -  FIRST     CLASS II
 KV3506
 KV3506.The horizontal coordinates were scaled from a map and have
 KV3506.an estimated accuracy of +/- 6 seconds.
 KV3506
 KV3506.The orthometric height was determined by differential leveling and
 KV3506.adjusted by the NATIONAL GEODETIC SURVEY
 KV3506.in June 1991.
 KV3506
 KV3506.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3506.GEOID18 height accuracy estimate available here.
 KV3506
 KV3506.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK831491(NAD 83)
 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
 KV3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3506.See file dsdata.pdf to determine how the superseded data were derived.
 KV3506
 KV3506_MARKER: DB = BENCH MARK DISK
 KV3506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV3506_STAMPING: P 81 1979
 KV3506_MARK LOGO: CGS
 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 07, 2008
 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  HISTORY     - 20080507 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.
 KV3506
 KV3506                          STATION RECOVERY (2008)
 KV3506
 KV3506'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KV3506'STATION WAS RECOVERED IN GOOD CONDITION.
 KV3506'
 KV3506'NOTE-THE BUILDING IS NOW OCCUPIED BY THE EAST COAST PILATES/YOGA
 KV3506'BUSINESS, NUMBER 40A.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2263 ***********************************************************************
 JU2263  DESIGNATION -  P 82
 JU2263  PID         -  JU2263
 JU2263  STATE/COUNTY-  NJ/CUMBERLAND
 JU2263  COUNTRY     -  US
 JU2263  USGS QUAD   -  SHILOH (2019)
 JU2263
 JU2263                         *CURRENT SURVEY CONTROL
 JU2263  ______________________________________________________________________
 JU2263* NAD 83(1986) POSITION- 39 28 35.     (N) 075 18 28.     (W)   SCALED
 JU2263* NAVD 88 ORTHO HEIGHT -    28.624 (meters)       93.91  (feet) ADJUSTED
 JU2263  ______________________________________________________________________
 JU2263  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 JU2263  DYNAMIC HEIGHT  -         28.609 (meters)       93.86  (feet) COMP
 JU2263  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 JU2263
 JU2263  VERT ORDER      -  FIRST     CLASS II
 JU2263
 JU2263.The horizontal coordinates were scaled from a map and have
 JU2263.an estimated accuracy of +/- 6 seconds.
 JU2263
 JU2263.The orthometric height was determined by differential leveling and
 JU2263.adjusted by the NATIONAL GEODETIC SURVEY
 JU2263.in June 1991.
 JU2263
 JU2263.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2263.GEOID18 height accuracy estimate available here.
 JU2263
 JU2263.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ735696(NAD 83)
 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
 JU2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2263.See file dsdata.pdf to determine how the superseded data were derived.
 JU2263
 JU2263_MARKER: DV = VERTICAL CONTROL DISK
 JU2263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - July 29, 2011
 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  HISTORY     - 20110729 GOOD             NJGS
 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.
 JU2263
 JU2263                          STATION RECOVERY (2011)
 JU2263
 JU2263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2011 (RJK)
 JU2263'THE STATION IS LOCATED IN STOW CREEK, ON THE SOUTHEAST SIDE OF ROUTE
 JU2263'49.  TO REACH THE STATION FROM THE 6-POINT JUNCTION IN THE BOROUGH OF
 JU2263'SHILOH, GO 1.45 MILES NORTH ON ROUTE 49 TO THE STATION ON THE LEFT.
 JU2263'
 JU2263'THE STATION IS 34.2 FT WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE
 JU2263'49,10.2 FT WEST-SOUTHWEST OF POLE NUMBER B28492, 38 FT SOUTH-SOUTHEAST
 JU2263'OF THE WOODEN END POST OF THE GUIDERAIL, 75 FT SOUTHEAST OF POLE
 JU2263'NUMBER BT32260SD, 202 FT NORTHWEST OF MILEPOST 20, 1.5 FT NORTHEAST OF
 JU2263'A METAL WITNESS SIGN. THE STATION IS ABOUT 18 INCHES BELOW THE GROUND.
 JU2263'
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU0645 ***********************************************************************
 JU0645  DESIGNATION -  P 9
 JU0645  PID         -  JU0645
 JU0645  STATE/COUNTY-  NJ/SALEM
 JU0645  COUNTRY     -  US
 JU0645  USGS QUAD   -  SALEM (2019)
 JU0645
 JU0645                         *CURRENT SURVEY CONTROL
 JU0645  ______________________________________________________________________
 JU0645* NAD 83(1986) POSITION- 39 32 36.1    (N) 075 24 41.6    (W)   HD_HELD2
 JU0645* NAVD 88 ORTHO HEIGHT -     6.014 (meters)       19.73  (feet) ADJUSTED
 JU0645  ______________________________________________________________________
 JU0645  GEOID HEIGHT    -        -33.625 (meters)                     GEOID18
 JU0645  DYNAMIC HEIGHT  -          6.010 (meters)       19.72  (feet) COMP
 JU0645  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 JU0645
 JU0645  VERT ORDER      -  FIRST     CLASS II
 JU0645
 JU0645.The horizontal coordinates were established by autonomous hand held GPS
 JU0645.observations and have an estimated accuracy of +/- 10 meters.
 JU0645
 JU0645.The orthometric height was determined by differential leveling and
 JU0645.adjusted by the NATIONAL GEODETIC SURVEY
 JU0645.in October 1996.
 JU0645
 JU0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0645.GEOID18 height accuracy estimate available here.
 JU0645
 JU0645.Click photographs - Photos may exist for this station.
 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       -    79,216.       71,650.      MT  (+/- 10 meters HH2 GPS)
 JU0645
 JU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6463677157(NAD 83)
 JU0645
 JU0645                          SUPERSEDED SURVEY CONTROL
 JU0645
 JU0645  NAVD 88 (06/15/91)    6.016  (m)           19.74   (f) SUPERSEDED  1 2
 JU0645  NGVD 29 (01/10/92)    6.302  (m)           20.68   (f) ADJUSTED    1 2
 JU0645  NGVD 29 (??/??/87)    6.380  (m)           20.93   (f) SUPERSEDED  1 2
 JU0645
 JU0645.Superseded values are not recommended for survey control.
 JU0645
 JU0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0645.See file dsdata.pdf to determine how the superseded data were derived.
 JU0645
 JU0645_MARKER: DB = BENCH MARK DISK
 JU0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0645_SP_SET: BUILDING
 JU0645_STAMPING: 20.932 P 9 1930
 JU0645_MARK LOGO: CGS
 JU0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0645+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 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  HISTORY     - 20070713 GOOD             UE
 JU0645  HISTORY     - 20070914 GOOD             GEOCAC
 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.
 JU0645
 JU0645                          STATION RECOVERY (2007)
 JU0645
 JU0645'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU0645'RECOVERED IN GOOD CONDITION.
 JU0645
 JU0645                          STATION RECOVERY (2007)
 JU0645
 JU0645'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU0645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4679 ***********************************************************************
 KV4679  DESIGNATION -  PAINT
 KV4679  PID         -  KV4679
 KV4679  STATE/COUNTY-  NJ/ESSEX
 KV4679  COUNTRY     -  US
 KV4679  USGS QUAD   -  ELIZABETH (2016)
 KV4679
 KV4679                         *CURRENT SURVEY CONTROL
 KV4679  ______________________________________________________________________
 KV4679* NAD 83(1996) POSITION- 40 44 24.82391(N) 074 08 19.01750(W)   ADJUSTED
 KV4679* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4679  ______________________________________________________________________
 KV4679  GEOID HEIGHT    -        -32.223 (meters)                     GEOID18
 KV4679  LAPLACE CORR    -          6.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4679.GEOID18 height accuracy estimate available here.
 KV4679
 KV4679.Click photographs - Photos may exist for this station.
 KV4679
 KV4679.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4679
 KV4679. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967005
 KV4679
 KV4679:                Primary Azimuth Mark                     Grid Az
 KV4679:SPC NJ       -  RIELLY                                   225 23 05.7
 KV4679:SPC NY L     -  RIELLY                                   225 42 41.2
 KV4679:UTM  18      -  RIELLY                                   225 03 30.9
 KV4679
 KV4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7272710277(NAD 83)
 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  USSD        -  40 44 24.83400(N)    074 08 20.39300(W) AD(       ) 3
 KV4679
 KV4679.Superseded values are not recommended for survey control.
 KV4679
 KV4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4679.See file dsdata.pdf to determine how the superseded data were derived.
 KV4679
 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 = JULY 24, 2026 22:12:30 EDT
 JU2922 ***********************************************************************
 JU2922  DESIGNATION -  PALERMO
 JU2922  PID         -  JU2922
 JU2922  STATE/COUNTY-  NJ/CAPE MAY
 JU2922  COUNTRY     -  US
 JU2922  USGS QUAD   -  SEA ISLE CITY (2019)
 JU2922
 JU2922                         *CURRENT SURVEY CONTROL
 JU2922  ______________________________________________________________________
 JU2922* NAD 83(1996) POSITION- 39 14 10.77461(N) 074 39 56.59525(W)   ADJUSTED
 JU2922* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2922  ______________________________________________________________________
 JU2922  GEOID HEIGHT    -        -34.706 (meters)                     GEOID18
 JU2922  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2922.GEOID18 height accuracy estimate available here.
 JU2922
 JU2922.Click photographs - Photos may exist for this station.
 JU2922
 JU2922.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2922
 JU2922. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2884943055(NAD 83)
 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
 JU2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2922.See file dsdata.pdf to determine how the superseded data were derived.
 JU2922
 JU2922_MARKER: DS = TRIANGULATION STATION DISK
 JU2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2922_STAMPING: PALERMO 1936
 JU2922_MARK LOGO: CGS
 JU2922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2922+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KU3890 ***********************************************************************
 KU3890  DESIGNATION -  PALISADES
 KU3890  PID         -  KU3890
 KU3890  STATE/COUNTY-  NJ/BERGEN
 KU3890  COUNTRY     -  US
 KU3890  USGS QUAD   -  CENTRAL PARK (2019)
 KU3890
 KU3890                         *CURRENT SURVEY CONTROL
 KU3890  ______________________________________________________________________
 KU3890* NAD 83(1996) POSITION- 40 51 08.50420(N) 073 57 38.87585(W)   ADJUSTED
 KU3890* NAVD 88 ORTHO HEIGHT -    89.    (meters)      292.    (feet) SCALED
 KU3890  ______________________________________________________________________
 KU3890  GEOID HEIGHT    -        -31.570 (meters)                     GEOID18
 KU3890  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3890.GEOID18 height accuracy estimate available here.
 KU3890
 KU3890.Click photographs - Photos may exist for this station.
 KU3890
 KU3890.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3890
 KU3890. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999104  x   0.99992543  =   0.99991647
 KU3890!SPC NY L     -   0.99999104  x   0.99999490  =   0.99998594
 KU3890!UTM  18      -   0.99999104  x   0.99969444  =   0.99968548
 KU3890
 KU3890:                Primary Azimuth Mark                     Grid Az
 KU3890:SPC NJ       -  HIGHBRIDGE 1898                          114 18 15.8
 KU3890:SPC NY L     -  HIGHBRIDGE 1898                          114 37 53.2
 KU3890:UTM  18      -  HIGHBRIDGE 1898                          113 58 38.2
 KU3890
 KU3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8759322887(NAD 83)
 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| KU1645 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| KU1644 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 08.50408(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  USSD        -  40 51 08.56700(N)    073 57 40.28400(W) AD(       ) 3
 KU3890
 KU3890.Superseded values are not recommended for survey control.
 KU3890
 KU3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3890.See file dsdata.pdf to determine how the superseded data were derived.
 KU3890
 KU3890_MARKER: B = BOLT
 KU3890_SETTING: 66 = SET IN ROCK OUTCROP
 KU3890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU3890+STABILITY: POSITION/ELEVATION WELL
 KU3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3890+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2020
 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  HISTORY     - 20060930 GOOD             GEOCAC
 KU3890  HISTORY     - 20200325 GOOD             NJGS
 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.
 KU3890
 KU3890                          STATION RECOVERY (2006)
 KU3890
 KU3890'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3890'THE STATION WAS FOUND IN GOOD CONDITION AS PER THE 2000 RECOVERY BY
 KU3890'THE NY/NJ PORT AUTHORITY.  ALL TIES FROM THE 2000 RECOVERY WERE FOUND
 KU3890'INCLUDING THE CURB CUT, THE CHISELED CROSS AND THE ECCENTRIC.  AN
 KU3890'ADDITIONAL TIE WAS ESTABLISHED - THE REMNANTS OF AN IRON BOLT SET IN A
 KU3890'CREVASSE IN THE SAME ROCK LEDGE IS LOCATED 15 INCHES EAST OF THE
 KU3890'STATION.
 KU3890'
 KU3890'RM 1 WAS NOT FOUND. ITS LOCATION HAS UNDERGONE LANDSCAPING AND THE
 KU3890'MARK IS LIKELY TO BE BURIED.
 KU3890'
 KU3890'RM 2 WAS FOUND IN POOR CONDITION AS PER THE DESCRIPTION FOR KU1645.
 KU3890'THE 2001 RECOVERY OF KU1645 (RM 2) BY THE THE PORT AUTHORITY,
 KU3890'DESCRIBES IT AS A BRASS PLUG, NOT A DISK.  CLOSE INSPECTION REVEALS
 KU3890'THE APPEARANCE OF SAW MARKS ON THE TOP SURFACE OF THE BRASS.
 KU3890'
 KU3890'IT IS POSSIBLE THAT THIS IS THE STEM OF THE ORIGINAL DISK WITH THE TOP
 KU3890'SAWED OFF, AND NOT AN UNDOCUMENTED BRASS PLUG REPLACEMENT.  WHAT
 KU3890'APPEARED TO BE A PUNCH HOLE ON THE TOP WAS FOUND ON CLOSE INSPECTION
 KU3890'TO BE A SMALL MASSS OF BROKEN BRASS.
 KU3890
 KU3890                          STATION RECOVERY (2020)
 KU3890
 KU3890'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 KU3890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1644 ***********************************************************************
 KU1644  DESIGNATION -  PALISADES RM 1
 KU1644  PID         -  KU1644
 KU1644  STATE/COUNTY-  NJ/BERGEN
 KU1644  COUNTRY     -  US
 KU1644  USGS QUAD   -  CENTRAL PARK (2019)
 KU1644
 KU1644                         *CURRENT SURVEY CONTROL
 KU1644  ______________________________________________________________________
 KU1644* NAD 83(1986) POSITION- 40 51 08.81   (N) 073 57 39.58   (W)   HD_HELD1
 KU1644* NAVD 88 ORTHO HEIGHT -    88.722 (meters)      291.08  (feet) ADJUSTED
 KU1644  ______________________________________________________________________
 KU1644  GEOID HEIGHT    -        -31.570 (meters)                     GEOID18
 KU1644  DYNAMIC HEIGHT  -         88.689 (meters)      290.97  (feet) COMP
 KU1644  MODELED GRAVITY -    980,253.1   (mgal)                       NAVD 88
 KU1644
 KU1644  VERT ORDER      -  SECOND    CLASS 0
 KU1644
 KU1644.The horizontal coordinates were determined by differentially corrected
 KU1644.hand held GPS observations or other comparable positioning techniques
 KU1644.and have an estimated accuracy of +/- 3 meters.
 KU1644
 KU1644.The orthometric height was determined by differential leveling and
 KU1644.adjusted by the NATIONAL GEODETIC SURVEY
 KU1644.in June 1991.
 KU1644
 KU1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1644.GEOID18 height accuracy estimate available here.
 KU1644
 KU1644.Click photographs - Photos may exist for this station.
 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       -   224,302.9     195,445.9     MT  (+/- 3 meters HH1 GPS) 
 KU1644
 KU1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8757722896(NAD 83)
 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
 KU1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1644.See file dsdata.pdf to determine how the superseded data were derived.
 KU1644
 KU1644_MARKER: DR = REFERENCE MARK DISK
 KU1644_SETTING: 66 = SET IN ROCK OUTCROP
 KU1644_STAMPING: PALISADES I
 KU1644_MARK LOGO: CGS
 KU1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1644+STABILITY: POSITION/ELEVATION WELL
 KU1644
 KU1644  HISTORY     - Date     Condition        Report By
 KU1644  HISTORY     - 1930     MONUMENTED       CGS
 KU1644  HISTORY     - 1956     GOOD             CGS
 KU1644  HISTORY     - 20060930 MARK NOT FOUND   GEOCAC
 KU1644
 KU1644                          STATION DESCRIPTION
 KU1644
 KU1644'DESCRIBED BY COAST AND 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.
 KU1644
 KU1644                          STATION RECOVERY (2006)
 KU1644
 KU1644'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1644'THE STATION WAS NOT RECOVERED, NOT FOUND.
 KU1644'
 KU1644'MEASUREMENTS WERE MADE FROM STATION PALISADES (KU3890) USING THE BOX
 KU1644'SCORE FROM THAT DATASHEET.  THE AREA WHERE THE MARK WAS LOCATED IS NOW
 KU1644'LANDSCAPED AND A RETAINING WALL ABOUT 18 INCHES HIGH STANDS JUST
 KU1644'DOWN-SLOPE OF THE LOCATION.  THE AREA ABOVE THE WALL IS A GRASSY AREA.
 KU1644'PROBING TO A DEPTH OF 12 INCHES AND USE OF A METAL DETECTOR WERE NOT
 KU1644'SCCESSFUL.  THE MARK IS EITHER DESTROYED OR BURIED.
 KU1644'
 KU1644'NOTE - USE THE RECENT DIRECTIONS GIVEN FOR PALISADES (KU3890). DO NOT
 KU1644'USE THE SCALED LOCATION GIVEN ON THIS DATASHEET, AS THEY PLACE THE
 KU1644'MARK ON THE WRONG SIDE OF THE GEORGE WASHINGTON BRIDGE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU1645 ***********************************************************************
 KU1645  DESIGNATION -  PALISADES RM 2
 KU1645  PID         -  KU1645
 KU1645  STATE/COUNTY-  NJ/BERGEN
 KU1645  COUNTRY     -  US
 KU1645  USGS QUAD   -  CENTRAL PARK (2019)
 KU1645
 KU1645                         *CURRENT SURVEY CONTROL
 KU1645  ______________________________________________________________________
 KU1645* NAD 83(1986) POSITION- 40 51 07.54   (N) 073 57 39.34   (W)   HD_HELD1
 KU1645* NAVD 88 ORTHO HEIGHT -    86.264 (meters)      283.02  (feet) ADJUSTED
 KU1645  ______________________________________________________________________
 KU1645  GEOID HEIGHT    -        -31.570 (meters)                     GEOID18
 KU1645  DYNAMIC HEIGHT  -         86.232 (meters)      282.91  (feet) COMP
 KU1645  MODELED GRAVITY -    980,253.1   (mgal)                       NAVD 88
 KU1645
 KU1645  VERT ORDER      -  SECOND    CLASS 0
 KU1645
 KU1645.The horizontal coordinates were determined by differentially corrected
 KU1645.hand held GPS observations or other comparable positioning techniques
 KU1645.and have an estimated accuracy of +/- 3 meters.
 KU1645
 KU1645.The orthometric height was determined by differential leveling and
 KU1645.adjusted by the NATIONAL GEODETIC SURVEY
 KU1645.in June 1991.
 KU1645
 KU1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU1645.GEOID18 height accuracy estimate available here.
 KU1645
 KU1645.Click photographs - Photos may exist for this station.
 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       -   224,263.8     195,451.7     MT  (+/- 3 meters HH1 GPS) 
 KU1645
 KU1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8758322857(NAD 83)
 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
 KU1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1645.See file dsdata.pdf to determine how the superseded data were derived.
 KU1645
 KU1645_MARKER: DR = REFERENCE MARK DISK
 KU1645_SETTING: 66 = SET IN ROCK OUTCROP
 KU1645_STAMPING: PALISADES II
 KU1645_MARK LOGO: CGS
 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     - 1930     MONUMENTED       CGS
 KU1645  HISTORY     - 1956     GOOD             CGS
 KU1645  HISTORY     - 20010326 GOOD             PORANY
 KU1645  HISTORY     - 20060930 POOR             GEOCAC
 KU1645
 KU1645                          STATION DESCRIPTION
 KU1645
 KU1645'DESCRIBED BY COAST AND 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.
 KU1645
 KU1645                          STATION RECOVERY (2006)
 KU1645
 KU1645'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1645'THE STATION WAS FOUND IN POOR CONDITION.
 KU1645'
 KU1645'THE 2001 RECOVERY OF KU1645 (RM 2) BY THE NY/NJ PORT AUTHORITY,
 KU1645'DESCRIBES THE STATION AS A BRASS PLUG, NOT A DISK.  RECOVERIES FROM
 KU1645'1930 TO 1956 INDICATE THAT THE STATION IS A CGS REFERENCE MARK DISK.
 KU1645'CLOSE INSPECTION INDICATES THAT IT MAY BE THE STEM OF THE ORIGINAL
 KU1645'DISK AND NOT A REPLACEMENT BRASS PLUG.
 KU1645'
 KU1645'HIGH RESOLUTION PHOTOS REVEAL THE APPEARANCE OF SAW MARKS ON THE TOP
 KU1645'SURFACE OF THE BRASS.  IT IS POSSIBLE THAT THIS IS THE STEM OF THE
 KU1645'ORIGINAL DISK WITH THE TOP SAWED OFF, AND NOT AN UNDOCUMENTED BRASS
 KU1645'PLUG REPLACEMENT.  WHAT APPEARED TO BE A PUNCH HOLE ON THE TOP WAS
 KU1645'FOUND ON CLOSE INSPECTION TO BE A SMALL MASS OF BROKEN BRASS.
 KU1645'
 KU1645'THE CLOSE-UP PHOTO IS AVAILABLE ON THE WEB AT
 KU1645'IMG.GEOCACHING.COM/BENCHMARK/LG/F67527E4-07C8-4F31-8894-CEFA118193DC.J
 KU1645'EB AT
 KU1645'IMG.GEOCACHING.COM/BENCHMARK/LG/F67527E4-07C8-4F31-8894-CEFA118193DC.J
 KU1645'HE WEB AT
 KU1645'IMG.GEOCACHING.COM/BENCHMARK/LG/F67527E4-07C8-4F31-8894-CEFA118193DC.J
 KU1645'TO IS AVAILABLE ON THE WEB AT
 KU1645'IMG.GEOCACHING.COM/BENCHMARK/LG/F67527E4-07C8-4F31-8894-CEFA118193DC.J
 KU1645'PHOTO IS AVAILABLE ON THE WEB AT
 KU1645'IMG.GEOCACHING.COM/BENCHMARK/LG/F67527E4-07C8-4F31-8894-CEFA118193DC.J
 KU1645'20060930
 KU1645'
 KU1645'WHETHER IT IS A PLUG THAT REPLACED THE DISK, OR THE STEM OF THE
 KU1645'ORIGINAL DISK, ITS USE AS A BENCHMARK IS NOW PROBLEMATIC AND SHOULD BE
 KU1645'USED WITH CAUTION.
 KU1645'
 KU1645'THE SCALED COORDINATES ARE WRONG AND WOULD PLACE THE STATION ON THE
 KU1645'NORTH SIDE OF THE GEORGE WASHINGTON BRIDGE.  THE COORDINATES GIVEN ON
 KU1645'THE DATASHEET FOR KU3890 SHOULD BE USED INSTEAD.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU4053 ***********************************************************************
 KU4053  DESIGNATION -  PALISADES WATER TANK
 KU4053  PID         -  KU4053
 KU4053  STATE/COUNTY-  NJ/BERGEN
 KU4053  COUNTRY     -  US
 KU4053  USGS QUAD   -  YONKERS (2019)
 KU4053
 KU4053                         *CURRENT SURVEY CONTROL
 KU4053  ______________________________________________________________________
 KU4053* NAD 83(1996) POSITION- 40 57 39.10028(N) 073 55 07.17338(W)   ADJUSTED
 KU4053  ______________________________________________________________________
 KU4053  GEOID HEIGHT    -        -31.368 (meters)                     GEOID18
 KU4053  LAPLACE CORR    -          6.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4053.GEOID18 height accuracy estimate available here.
 KU4053
 KU4053.Click photographs - Photos may exist for this station.
 KU4053
 KU4053.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4053
 KU4053. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9099634975(NAD 83)
 KU4053
 KU4053                          SUPERSEDED SURVEY CONTROL
 KU4053
 KU4053  NAD 83(1996)-  40 57 39.10028(N)    073 55 07.17339(W) AD(       ) 3
 KU4053  NAD 83(1996)-  40 57 39.10077(N)    073 55 07.17388(W) AD(       ) 3
 KU4053  NAD 83(1992)-  40 57 39.09907(N)    073 55 07.17444(W) AD(       ) 3
 KU4053  NAD 83(1986)-  40 57 39.10208(N)    073 55 07.17197(W) AD(       ) 3
 KU4053  NAD 27      -  40 57 38.74900(N)    073 55 08.68500(W) AD(       ) 3
 KU4053  USSD        -  40 57 39.17900(N)    073 55 08.58800(W) AD(       ) 3
 KU4053
 KU4053.Superseded values are not recommended for survey control.
 KU4053
 KU4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4053.See file dsdata.pdf to determine how the superseded data were derived.
 KU4053
 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 = JULY 24, 2026 22:12:30 EDT
 KV3674 ***********************************************************************
 KV3674  DESIGNATION -  PALMYRA 33
 KV3674  PID         -  KV3674
 KV3674  STATE/COUNTY-  NJ/BURLINGTON
 KV3674  COUNTRY     -  US
 KV3674  USGS QUAD   -  FRANKFORD (2019)
 KV3674
 KV3674                         *CURRENT SURVEY CONTROL
 KV3674  ______________________________________________________________________
 KV3674* NAD 83(1996) POSITION- 40 00 30.77508(N) 075 02 25.87322(W)   ADJUSTED
 KV3674* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3674  ______________________________________________________________________
 KV3674  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 KV3674  LAPLACE CORR    -          2.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3674.GEOID18 height accuracy estimate available here.
 KV3674
 KV3674.Click photographs - Photos may exist for this station.
 KV3674
 KV3674.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3674
 KV3674. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960521
 KV3674
 KV3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9654128706(NAD 83)
 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
 KV3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3674.See file dsdata.pdf to determine how the superseded data were derived.
 KV3674
 KV3674_MARKER: P = PIPE CAP
 KV3674_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV3674_PROJECTION: PROJECTING 15 CENTIMETERS
 KV3674_MAGNETIC: P = MARKER IS A STEEL PIPE
 KV3674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3674
 KV3674  HISTORY     - Date     Condition        Report By
 KV3674  HISTORY     - 1935     MONUMENTED       USACE
 KV3674  HISTORY     - 1935     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 KV3681 ***********************************************************************
 KV3681  DESIGNATION -  PALMYRA CL
 KV3681  PID         -  KV3681
 KV3681  STATE/COUNTY-  NJ/BURLINGTON
 KV3681  COUNTRY     -  US
 KV3681  USGS QUAD   -  FRANKFORD (2019)
 KV3681
 KV3681                         *CURRENT SURVEY CONTROL
 KV3681  ______________________________________________________________________
 KV3681* NAD 83(1996) POSITION- 40 00 36.10419(N) 075 02 16.88923(W)   ADJUSTED
 KV3681* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3681  ______________________________________________________________________
 KV3681  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 KV3681  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3681.GEOID18 height accuracy estimate available here.
 KV3681
 KV3681.Click photographs - Photos may exist for this station.
 KV3681
 KV3681.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3681
 KV3681. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960519
 KV3681
 KV3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9675428871(NAD 83)
 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
 KV3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3681.See file dsdata.pdf to determine how the superseded data were derived.
 KV3681
 KV3681_MARKER: Z = SEE DESCRIPTION
 KV3681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3681
 KV3681  HISTORY     - Date     Condition        Report By
 KV3681  HISTORY     - 1935     MONUMENTED       USACE
 KV3681  HISTORY     - 1935     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 KV3709 ***********************************************************************
 KV3709  DESIGNATION -  PALMYRA EPWORTH ME CH SPIRE
 KV3709  PID         -  KV3709
 KV3709  STATE/COUNTY-  NJ/BURLINGTON
 KV3709  COUNTRY     -  US
 KV3709  USGS QUAD   -  FRANKFORD (2019)
 KV3709
 KV3709                         *CURRENT SURVEY CONTROL
 KV3709  ______________________________________________________________________
 KV3709* NAD 83(1996) POSITION- 40 00 22.37146(N) 075 01 15.63784(W)   ADJUSTED
 KV3709  ______________________________________________________________________
 KV3709  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 KV3709  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3709.GEOID18 height accuracy estimate available here.
 KV3709
 KV3709.Click photographs - Photos may exist for this station.
 KV3709
 KV3709.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3709
 KV3709. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9820628447(NAD 83)
 KV3709
 KV3709                          SUPERSEDED SURVEY CONTROL
 KV3709
 KV3709  NAD 83(1991)-  40 00 22.36869(N)    075 01 15.64011(W) AD(       ) 3
 KV3709  NAD 83(1986)-  40 00 22.36790(N)    075 01 15.64144(W) AD(       ) 3
 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
 KV3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3709.See file dsdata.pdf to determine how the superseded data were derived.
 KV3709
 KV3709_MARKER: 90 = CHURCH SPIRE
 KV3709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3709+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2007
 KV3709
 KV3709  HISTORY     - Date     Condition        Report By
 KV3709  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV3709  HISTORY     - 1946     GOOD             CGS
 KV3709  HISTORY     - 20070623 GOOD             UE
 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.
 KV3709
 KV3709                          STATION RECOVERY (2007)
 KV3709
 KV3709'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV3709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3696 ***********************************************************************
 KV3696  DESIGNATION -  PALMYRA R P WATER CO STANDPIPE
 KV3696  PID         -  KV3696
 KV3696  STATE/COUNTY-  NJ/BURLINGTON
 KV3696  COUNTRY     -  US
 KV3696  USGS QUAD   -  FRANKFORD (2019)
 KV3696
 KV3696                         *CURRENT SURVEY CONTROL
 KV3696  ______________________________________________________________________
 KV3696* NAD 83(1996) POSITION- 40 00 00.50839(N) 075 00 38.84350(W)   ADJUSTED
 KV3696  ______________________________________________________________________
 KV3696  GEOID HEIGHT    -        -32.879 (meters)                     GEOID18
 KV3696  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3696.GEOID18 height accuracy estimate available here.
 KV3696
 KV3696.Click photographs - Photos may exist for this station.
 KV3696
 KV3696.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3696
 KV3696. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9907827772(NAD 83)
 KV3696
 KV3696                          SUPERSEDED SURVEY CONTROL
 KV3696
 KV3696  NAD 83(1991)-  40 00 00.50570(N)    075 00 38.84642(W) AD(       ) 3
 KV3696  NAD 83(1986)-  40 00 00.50496(N)    075 00 38.84813(W) AD(       ) 3
 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
 KV3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3696.See file dsdata.pdf to determine how the superseded data were derived.
 KV3696
 KV3696_MARKER: 52 = STANDPIPE TANK
 KV3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3696+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2007
 KV3696
 KV3696  HISTORY     - Date     Condition        Report By
 KV3696  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3696  HISTORY     - 1950     GOOD             CGS
 KV3696  HISTORY     - 1976     GOOD             NGS
 KV3696  HISTORY     - 20070225 GOOD             UE
 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.
 KV3696
 KV3696                          STATION RECOVERY (2007)
 KV3696
 KV3696'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV3696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3691 ***********************************************************************
 KV3691  DESIGNATION -  PALMYRA RANGE FRONT LIGHT
 KV3691  PID         -  KV3691
 KV3691  STATE/COUNTY-  NJ/BURLINGTON
 KV3691  COUNTRY     -  US
 KV3691  USGS QUAD   -  FRANKFORD (2019)
 KV3691
 KV3691                         *CURRENT SURVEY CONTROL
 KV3691  ______________________________________________________________________
 KV3691* NAD 83(1992) POSITION- 40 00 43.00113(N) 075 01 45.43901(W)   ADJUSTED
 KV3691  ______________________________________________________________________
 KV3691  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 KV3691  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 KV3691  HORZ ORDER      -  THIRD
 KV3691
 KV3691.The horizontal coordinates were established by classical geodetic methods
 KV3691.and adjusted by the National Geodetic Survey in June 2002.
 KV3691
 KV3691.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3691.GEOID18 height accuracy estimate available here.
 KV3691
 KV3691.Click photographs - Photos may exist for this station.
 KV3691
 KV3691.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3691
 KV3691. The following values were computed from the NAD 83(1992) position.
 KV3691
 KV3691;                    North         East     Units Scale Factor Converg.
 KV3691;SPC NJ       -   130,974.750   104,814.286   MT  0.99992513   -0 20 25.1
 KV3691;SPC NJ       -   429,706.33    343,878.20   sFT  0.99992513   -0 20 25.1
 KV3691;SPC PA S     -    78,927.299   832,252.168   MT  0.99998864   +1 45 54.6
 KV3691;SPC PA S     -   258,947.31  2,730,480.65   sFT  0.99998864   +1 45 54.6
 KV3691;UTM  18      - 4,429,083.382   497,500.368   MT  0.99960008   -0 01 07.8
 KV3691
 KV3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9750029083(NAD 83)
 KV3691
 KV3691                          SUPERSEDED SURVEY CONTROL
 KV3691
 KV3691  NAD 83(1996)-  40 00 43.00112(N)    075 01 45.43900(W) AD(       ) 3
 KV3691  NAD 83(1991)-  40 00 42.99846(N)    075 01 45.44157(W) AD(       ) 3
 KV3691  NAD 83(1986)-  40 00 42.99798(N)    075 01 45.44310(W) AD(       ) 3
 KV3691  NAD 27      -  40 00 42.59500(N)    075 01 46.82400(W) AD(       ) 3
 KV3691
 KV3691.Superseded values are not recommended for survey control.
 KV3691
 KV3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3691.See file dsdata.pdf to determine how the superseded data were derived.
 KV3691
 KV3691_MARKER: 15 = RANGE MARKER
 KV3691
 KV3691  HISTORY     - Date     Condition        Report By
 KV3691  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV3691
 KV3691                          STATION DESCRIPTION
 KV3691
 KV3691'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3680 ***********************************************************************
 KV3680  DESIGNATION -  PALMYRA RANGE REAR LIGHT
 KV3680  PID         -  KV3680
 KV3680  STATE/COUNTY-  NJ/BURLINGTON
 KV3680  COUNTRY     -  US
 KV3680  USGS QUAD   -  FRANKFORD (2019)
 KV3680
 KV3680                         *CURRENT SURVEY CONTROL
 KV3680  ______________________________________________________________________
 KV3680* NAD 83(1992) POSITION- 40 00 26.24338(N) 075 02 18.49316(W)   ADJUSTED
 KV3680* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV3680  ______________________________________________________________________
 KV3680  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 KV3680  LAPLACE CORR    -          2.52  (seconds)                    DEFLEC18
 KV3680  HORZ ORDER      -  SECOND
 KV3680
 KV3680.The horizontal coordinates were established by classical geodetic methods
 KV3680.and adjusted by the National Geodetic Survey in June 2002.
 KV3680
 KV3680.The orthometric height was scaled from a topographic map.
 KV3680
 KV3680.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3680.GEOID18 height accuracy estimate available here.
 KV3680
 KV3680.Click photographs - Photos may exist for this station.
 KV3680
 KV3680.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3680
 KV3680. The following values were computed from the NAD 83(1992) position.
 KV3680
 KV3680;                    North         East     Units Scale Factor Converg.
 KV3680;SPC NJ       -   130,462.634   104,027.311   MT  0.99992601   -0 20 46.3
 KV3680;SPC NJ       -   428,026.16    341,296.27   sFT  0.99992601   -0 20 46.3
 KV3680;SPC PA S     -    78,386.583   831,484.490   MT  0.99998926   +1 45 33.2
 KV3680;SPC PA S     -   257,173.31  2,727,962.03   sFT  0.99998926   +1 45 33.2
 KV3680;UTM  18      - 4,428,567.027   496,716.534   MT  0.99960013   -0 01 29.0
 KV3680
 KV3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3680!SPC NJ       -   1.00000506  x   0.99992601  =   0.99993107
 KV3680!SPC PA S     -   1.00000506  x   0.99998926  =   0.99999432
 KV3680!UTM  18      -   1.00000506  x   0.99960013  =   0.99960519
 KV3680
 KV3680:                Primary Azimuth Mark                     Grid Az
 KV3680:SPC NJ       -  PUMP                                     312 09 01.9
 KV3680:SPC PA S     -  PUMP                                     310 02 42.4
 KV3680:UTM  18      -  PUMP                                     311 49 44.6
 KV3680
 KV3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9671628567(NAD 83)
 KV3680
 KV3680|---------------------------------------------------------------------|
 KV3680| PID    Reference Object                     Distance      Geod. Az  |
 KV3680|                                                           dddmmss.s |
 KV3680| KV3681 PALMYRA CL                          306.512 METERS 00708     |
 KV3680| KV3685 RIVERTON CL                         276.879 METERS 05631     |
 KV3680| KV3676 PUMP                                APPROX. 1.0 KM 3114815.6 |
 KV3680|---------------------------------------------------------------------|
 KV3680
 KV3680                          SUPERSEDED SURVEY CONTROL
 KV3680
 KV3680  NAD 83(1996)-  40 00 26.24338(N)    075 02 18.49317(W) AD(       ) 2
 KV3680  NAD 83(1991)-  40 00 26.24070(N)    075 02 18.49582(W) AD(       ) 2
 KV3680  NAD 83(1986)-  40 00 26.23994(N)    075 02 18.49802(W) AD(       ) 2
 KV3680  NAD 27      -  40 00 25.83800(N)    075 02 19.87700(W) AD(       ) 2
 KV3680
 KV3680.Superseded values are not recommended for survey control.
 KV3680
 KV3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3680.See file dsdata.pdf to determine how the superseded data were derived.
 KV3680
 KV3680_MARKER: 15 = RANGE MARKER
 KV3680
 KV3680  HISTORY     - Date     Condition        Report By
 KV3680  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV3680
 KV3680                          STATION DESCRIPTION
 KV3680
 KV3680'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3898 ***********************************************************************
 KV3898  DESIGNATION -  PAPER
 KV3898  PID         -  KV3898
 KV3898  STATE/COUNTY-  NJ/PASSAIC
 KV3898  COUNTRY     -  US
 KV3898  USGS QUAD   -  HACKENSACK (2019)
 KV3898
 KV3898                         *CURRENT SURVEY CONTROL
 KV3898  ______________________________________________________________________
 KV3898* NAD 83(1996) POSITION- 40 52 45.27662(N) 074 07 15.80329(W)   ADJUSTED
 KV3898* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV3898  ______________________________________________________________________
 KV3898  GEOID HEIGHT    -        -32.125 (meters)                     GEOID18
 KV3898  LAPLACE CORR    -          6.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3898.GEOID18 height accuracy estimate available here.
 KV3898
 KV3898.Click photographs - Photos may exist for this station.
 KV3898
 KV3898.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3898
 KV3898. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV3898:SPC NJ       -  END                                      304 43 24.4
 KV3898:SPC NY L     -  END                                      305 03 02.3
 KV3898:UTM  18      -  END                                      304 23 46.2
 KV3898
 KV3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7405525723(NAD 83)
 KV3898
 KV3898|---------------------------------------------------------------------|
 KV3898| PID    Reference Object                     Distance      Geod. Az  |
 KV3898|                                                           dddmmss.s |
 KV3898| KV3889 WHITE                               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  USSD        -  40 52 45.24700(N)    074 07 17.18600(W) AD(       ) 3
 KV3898
 KV3898.Superseded values are not recommended for survey control.
 KV3898
 KV3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3898.See file dsdata.pdf to determine how the superseded data were derived.
 KV3898
 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 = JULY 24, 2026 22:12:30 EDT
 KV4682 ***********************************************************************
 KV4682  DESIGNATION -  PAPER MILL CHIMNEY
 KV4682  PID         -  KV4682
 KV4682  STATE/COUNTY-  NJ/ESSEX
 KV4682  COUNTRY     -  US
 KV4682  USGS QUAD   -  ELIZABETH (2016)
 KV4682
 KV4682                         *CURRENT SURVEY CONTROL
 KV4682  ______________________________________________________________________
 KV4682* NAD 83(1996) POSITION- 40 44 06.42483(N) 074 07 44.31383(W)   ADJUSTED
 KV4682  ______________________________________________________________________
 KV4682  GEOID HEIGHT    -        -32.195 (meters)                     GEOID18
 KV4682  LAPLACE CORR    -          6.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4682.GEOID18 height accuracy estimate available here.
 KV4682
 KV4682.Click photographs - Photos may exist for this station.
 KV4682
 KV4682.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4682
 KV4682. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7354709718(NAD 83)
 KV4682
 KV4682                          SUPERSEDED SURVEY CONTROL
 KV4682
 KV4682  NAD 83(1996)-  40 44 06.42470(N)    074 07 44.31402(W) AD(       ) 3
 KV4682  NAD 83(1986)-  40 44 06.42356(N)    074 07 44.31838(W) AD(       ) 3
 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
 KV4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4682.See file dsdata.pdf to determine how the superseded data were derived.
 KV4682
 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 = JULY 24, 2026 22:12:30 EDT
 KV5355 ***********************************************************************
 KV5355  DESIGNATION -  PARAGON
 KV5355  PID         -  KV5355
 KV5355  STATE/COUNTY-  NJ/MIDDLESEX
 KV5355  COUNTRY     -  US
 KV5355  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5355
 KV5355                         *CURRENT SURVEY CONTROL
 KV5355  ______________________________________________________________________
 KV5355* NAD 83(1996) POSITION- 40 26 08.88665(N) 074 20 42.50870(W)   ADJUSTED
 KV5355* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) SCALED
 KV5355  ______________________________________________________________________
 KV5355  GEOID HEIGHT    -        -32.588 (meters)                     GEOID18
 KV5355  LAPLACE CORR    -          4.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5355.GEOID18 height accuracy estimate available here.
 KV5355
 KV5355.Click photographs - Photos may exist for this station.
 KV5355
 KV5355.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5355
 KV5355. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000015  x   0.99990212  =   0.99990227
 KV5355!UTM  18      -   1.00000015  x   0.99963797  =   0.99963812
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5554176334(NAD 83)
 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
 KV5355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5355.See file dsdata.pdf to determine how the superseded data were derived.
 KV5355
 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 = JULY 24, 2026 22:12:30 EDT
 KV6859 ***********************************************************************
 KV6859  DESIGNATION -  PARAMUS 1
 KV6859  PID         -  KV6859
 KV6859  STATE/COUNTY-  NJ/BERGEN
 KV6859  COUNTRY     -  US
 KV6859  USGS QUAD   -  HACKENSACK (2019)
 KV6859
 KV6859                         *CURRENT SURVEY CONTROL
 KV6859  ______________________________________________________________________
 KV6859* NAD 83(2011) POSITION- 40 57 16.39637(N) 074 03 57.72070(W)   ADJUSTED
 KV6859* NAD 83(2011) ELLIP HT-   -16.240 (meters)        (06/27/12)   ADJUSTED
 KV6859* NAD 83(2011) EPOCH   -  2010.00
 KV6859* NAVD 88 ORTHO HEIGHT -    15.7   (meters)       52.    (feet) GPS OBS
 KV6859  ______________________________________________________________________
 KV6859  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6859  GEOID HEIGHT    -        -32.130 (meters)                     GEOID90
 KV6859  GEOID HEIGHT    -        -31.910 (meters)                     GEOID18
 KV6859  NAD 83(2011) X  -  1,324,298.755 (meters)                     COMP
 KV6859  NAD 83(2011) Y  - -4,638,548.374 (meters)                     COMP
 KV6859  NAD 83(2011) Z  -  4,158,602.318 (meters)                     COMP
 KV6859  LAPLACE CORR    -          7.06  (seconds)                    DEFLEC18
 KV6859
 KV6859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6859  Standards:
 KV6859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6859  -------------------------------------------------------------------
 KV6859  NETWORK    0.68   1.25           0.30   0.25   0.64      0.02908500
 KV6859  -------------------------------------------------------------------
 KV6859  Click here for local accuracies and other accuracy information.
 KV6859
 KV6859.The horizontal coordinates were established by GPS observations
 KV6859.and adjusted by the National Geodetic Survey in June 2012.
 KV6859
 KV6859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6859.been affixed to the stable North American tectonic plate. See 
 KV6859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6859
 KV6859.The horizontal coordinates are valid at the epoch date displayed above
 KV6859.which is a decimal equivalence of Year/Month/Day.
 KV6859
 KV6859.The orthometric height was determined by GPS observations and a
 KV6859.high-resolution geoid model.
 KV6859
 KV6859.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6859.GEOID18 height accuracy estimate available here.
 KV6859
 KV6859.Click photographs - Photos may exist for this station.
 KV6859
 KV6859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6859
 KV6859.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6859
 KV6859.The ellipsoidal height was determined by GPS observations
 KV6859.and is referenced to NAD 83.
 KV6859
 KV6859. The following values were computed from the NAD 83(2011) position.
 KV6859
 KV6859;                    North         East     Units Scale Factor Converg.
 KV6859;SPC NJ       -   235,591.881   186,533.313   MT  0.99991642   +0 17 04.0
 KV6859;SPC NJ       -   772,937.70    611,984.71   sFT  0.99991642   +0 17 04.0
 KV6859;UTM  18      - 4,534,132.140   578,602.434   MT  0.99967604   +0 36 44.0
 KV6859
 KV6859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6859!SPC NJ       -   1.00000255  x   0.99991642  =   0.99991897
 KV6859!UTM  18      -   1.00000255  x   0.99967604  =   0.99967859
 KV6859
 KV6859:                Primary Azimuth Mark                     Grid Az
 KV6859:SPC NJ       -  PARAMUS 2                                359 01 10.1
 KV6859:UTM  18      -  PARAMUS 2                                358 41 30.1
 KV6859
 KV6859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7860234132(NAD 83)
 KV6859
 KV6859|---------------------------------------------------------------------|
 KV6859| PID    Reference Object                     Distance      Geod. Az  |
 KV6859|                                                           dddmmss.s |
 KV6859| KV6860 PARAMUS 2                           APPROX. 0.8 KM 3591814.1 |
 KV6859|---------------------------------------------------------------------|
 KV6859
 KV6859                          SUPERSEDED SURVEY CONTROL
 KV6859
 KV6859  NAD 83(2007)-  40 57 16.39652(N)    074 03 57.72154(W) AD(2002.00) 0
 KV6859  ELLIP H (02/10/07)  -16.219  (m)                       GP(2002.00)    
 KV6859  ELLIP H (10/23/02)  -16.211  (m)                       GP(       ) 4 1
 KV6859  NAD 83(1996)-  40 57 16.39660(N)    074 03 57.72249(W) AD(       ) 1
 KV6859  ELLIP H (05/14/99)  -16.204  (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
 KV6859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6859.See file dsdata.pdf to determine how the superseded data were derived.
 KV6859
 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 = JULY 24, 2026 22:12:30 EDT
 KV6860 ***********************************************************************
 KV6860  DESIGNATION -  PARAMUS 2
 KV6860  PID         -  KV6860
 KV6860  STATE/COUNTY-  NJ/BERGEN
 KV6860  COUNTRY     -  US
 KV6860  USGS QUAD   -  HACKENSACK (2019)
 KV6860
 KV6860                         *CURRENT SURVEY CONTROL
 KV6860  ______________________________________________________________________
 KV6860* NAD 83(2011) POSITION- 40 57 42.83864(N) 074 03 58.14451(W)   ADJUSTED
 KV6860* NAD 83(2011) ELLIP HT-   -14.111 (meters)        (06/27/12)   ADJUSTED
 KV6860* NAD 83(2011) EPOCH   -  2010.00
 KV6860* NAVD 88 ORTHO HEIGHT -    17.8   (meters)       58.    (feet) GPS OBS
 KV6860  ______________________________________________________________________
 KV6860  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6860  GEOID HEIGHT    -        -32.130 (meters)                     GEOID90
 KV6860  GEOID HEIGHT    -        -31.906 (meters)                     GEOID18
 KV6860  NAD 83(2011) X  -  1,324,142.877 (meters)                     COMP
 KV6860  NAD 83(2011) Y  - -4,638,038.492 (meters)                     COMP
 KV6860  NAD 83(2011) Z  -  4,159,219.714 (meters)                     COMP
 KV6860  LAPLACE CORR    -          6.97  (seconds)                    DEFLEC18
 KV6860
 KV6860  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6860  Standards:
 KV6860         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6860            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6860  -------------------------------------------------------------------
 KV6860  NETWORK    0.56   1.06           0.24   0.22   0.54     -0.00158937
 KV6860  -------------------------------------------------------------------
 KV6860  Click here for local accuracies and other accuracy information.
 KV6860
 KV6860.The horizontal coordinates were established by GPS observations
 KV6860.and adjusted by the National Geodetic Survey in June 2012.
 KV6860
 KV6860.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6860.been affixed to the stable North American tectonic plate. See 
 KV6860.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6860
 KV6860.The horizontal coordinates are valid at the epoch date displayed above
 KV6860.which is a decimal equivalence of Year/Month/Day.
 KV6860
 KV6860.The orthometric height was determined by GPS observations and a
 KV6860.high-resolution geoid model.
 KV6860
 KV6860.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6860.GEOID18 height accuracy estimate available here.
 KV6860
 KV6860.Click photographs - Photos may exist for this station.
 KV6860
 KV6860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6860
 KV6860.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6860
 KV6860.The ellipsoidal height was determined by GPS observations
 KV6860.and is referenced to NAD 83.
 KV6860
 KV6860. The following values were computed from the NAD 83(2011) position.
 KV6860
 KV6860;                    North         East     Units Scale Factor Converg.
 KV6860;SPC NJ       -   236,407.447   186,519.354   MT  0.99991641   +0 17 03.9
 KV6860;SPC NJ       -   775,613.43    611,938.91   sFT  0.99991641   +0 17 03.9
 KV6860;UTM  18      - 4,534,947.417   578,583.814   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 09.9
 KV6860:UTM  18      -  PARAMUS 1                                178 41 29.8
 KV6860
 KV6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7858334947(NAD 83)
 KV6860
 KV6860|---------------------------------------------------------------------|
 KV6860| PID    Reference Object                     Distance      Geod. Az  |
 KV6860|                                                           dddmmss.s |
 KV6860| KV6859 PARAMUS 1                           APPROX. 0.8 KM 1791813.8 |
 KV6860|---------------------------------------------------------------------|
 KV6860
 KV6860                          SUPERSEDED SURVEY CONTROL
 KV6860
 KV6860  NAD 83(2007)-  40 57 42.83878(N)    074 03 58.14538(W) AD(2002.00) 0
 KV6860  ELLIP H (02/10/07)  -14.089  (m)                       GP(2002.00)    
 KV6860  ELLIP H (10/23/02)  -14.083  (m)                       GP(       ) 4 1
 KV6860  NAD 83(1996)-  40 57 42.83886(N)    074 03 58.14633(W) AD(       ) 1
 KV6860  ELLIP H (05/14/99)  -14.073  (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
 KV6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6860.See file dsdata.pdf to determine how the superseded data were derived.
 KV6860
 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 - August 17, 2022
 KV6860
 KV6860  HISTORY     - Date     Condition        Report By
 KV6860  HISTORY     - 1991     MONUMENTED       NJHA
 KV6860  HISTORY     - 19920422 GOOD             NJGS
 KV6860  HISTORY     - 20070411 GOOD             GEOCAC
 KV6860  HISTORY     - 20120123 GOOD             INDIV
 KV6860  HISTORY     - 20200227 GOOD             NJGS
 KV6860  HISTORY     - 20200228 GOOD             NJGS
 KV6860  HISTORY     - 20220817 GOOD             BOSWEL
 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.
 KV6860
 KV6860                          STATION RECOVERY (2007)
 KV6860
 KV6860'RECOVERY NOTE BY GEOCACHING 2007 (PSC)
 KV6860'RECOVERED IN GOOD CONDITION.
 KV6860
 KV6860                          STATION RECOVERY (2012)
 KV6860
 KV6860'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (MH)
 KV6860'RECOVERED AS DESCRIBED
 KV6860
 KV6860                          STATION RECOVERY (2020)
 KV6860
 KV6860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV6860'RECOVERED IN GOOD CONDITION.
 KV6860
 KV6860                          STATION RECOVERY (2020)
 KV6860
 KV6860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JAR)
 KV6860'RECOVERED IN GOOD CONDITION.
 KV6860
 KV6860                          STATION RECOVERY (2022)
 KV6860
 KV6860'RECOVERY NOTE BY BOSWELL ENGINEERING 2022 (DAM)
 KV6860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3934 ***********************************************************************
 KV3934  DESIGNATION -  PARK
 KV3934  PID         -  KV3934
 KV3934  STATE/COUNTY-  NJ/BERGEN
 KV3934  COUNTRY     -  US
 KV3934  USGS QUAD   -  WEEHAWKEN (2016)
 KV3934
 KV3934                         *CURRENT SURVEY CONTROL
 KV3934  ______________________________________________________________________
 KV3934* NAD 83(1996) POSITION- 40 51 24.32341(N) 074 01 44.41237(W)   ADJUSTED
 KV3934* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV3934  ______________________________________________________________________
 KV3934  GEOID HEIGHT    -        -31.819 (meters)                     GEOID18
 KV3934  LAPLACE CORR    -          8.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3934.GEOID18 height accuracy estimate available here.
 KV3934
 KV3934.Click photographs - Photos may exist for this station.
 KV3934
 KV3934.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3934
 KV3934. The following values were computed from the NAD 83(1996) position.
 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  =   0.99968701
 KV3934
 KV3934:                Primary Azimuth Mark                     Grid Az
 KV3934:SPC NJ       -  FILL                                     321 59 35.8
 KV3934:SPC NY L     -  FILL                                     322 19 13.3
 KV3934:UTM  18      -  FILL                                     321 39 58.2
 KV3934
 KV3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8183923309(NAD 83)
 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
 KV3934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3934.See file dsdata.pdf to determine how the superseded data were derived.
 KV3934
 KV3934_MARKER: DS = TRIANGULATION STATION DISK
 KV3934_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3934_MARK LOGO: CGS
 KV3934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = JULY 24, 2026 22:12:30 EDT
 KV4733 ***********************************************************************
 KV4733  DESIGNATION -  PARK
 KV4733  PID         -  KV4733
 KV4733  STATE/COUNTY-  NJ/HUDSON
 KV4733  COUNTRY     -  US
 KV4733  USGS QUAD   -  ELIZABETH (2016)
 KV4733
 KV4733                         *CURRENT SURVEY CONTROL
 KV4733  ______________________________________________________________________
 KV4733* NAD 83(1996) POSITION- 40 39 47.24882(N) 074 07 49.77730(W)   ADJUSTED
 KV4733* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 KV4733  ______________________________________________________________________
 KV4733  GEOID HEIGHT    -        -32.209 (meters)                     GEOID18
 KV4733  LAPLACE CORR    -          5.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4733.GEOID18 height accuracy estimate available here.
 KV4733
 KV4733.Click photographs - Photos may exist for this station.
 KV4733
 KV4733.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4733
 KV4733. The following values were computed from the NAD 83(1996) position.
 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       -  HARBOR LINE RM 7                         054 35 02.8
 KV4733:SPC NY L     -  HARBOR LINE RM 7                         054 54 36.9
 KV4733:UTM  18      -  HARBOR LINE RM 7                         054 15 29.8
 KV4733
 KV4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7349801725(NAD 83)
 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  USSD        -  40 39 47.25800(N)    074 07 51.15700(W) AD(       ) 3
 KV4733
 KV4733.Superseded values are not recommended for survey control.
 KV4733
 KV4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4733.See file dsdata.pdf to determine how the superseded data were derived.
 KV4733
 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 = JULY 24, 2026 22:12:30 EDT
 KU3896 ***********************************************************************
 KU3896  DESIGNATION -  PARK
 KU3896  PID         -  KU3896
 KU3896  STATE/COUNTY-  NJ/BERGEN
 KU3896  COUNTRY     -  US
 KU3896  USGS QUAD   -  CENTRAL PARK (2019)
 KU3896
 KU3896                         *CURRENT SURVEY CONTROL
 KU3896  ______________________________________________________________________
 KU3896* NAD 83(1996) POSITION- 40 49 50.69861(N) 073 59 09.11681(W)   ADJUSTED
 KU3896* NAVD 88 ORTHO HEIGHT -    87.    (meters)      285.    (feet) SCALED
 KU3896  ______________________________________________________________________
 KU3896  GEOID HEIGHT    -        -31.668 (meters)                     GEOID18
 KU3896  LAPLACE CORR    -          6.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU3896.GEOID18 height accuracy estimate available here.
 KU3896
 KU3896.Click photographs - Photos may exist for this station.
 KU3896
 KU3896.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU3896
 KU3896. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8550820463(NAD 83)
 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
 KU3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3896.See file dsdata.pdf to determine how the superseded data were derived.
 KU3896
 KU3896_MARKER: DS = TRIANGULATION STATION DISK
 KU3896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU3896_SP_SET: BUILDING ROOF
 KU3896_STAMPING: PARK 1932
 KU3896_MARK LOGO: CGS
 KU3896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = JULY 24, 2026 22:12:30 EDT
 KU4059 ***********************************************************************
 KU4059  DESIGNATION -  PARK
 KU4059  PID         -  KU4059
 KU4059  STATE/COUNTY-  NJ/BERGEN
 KU4059  COUNTRY     -  US
 KU4059  USGS QUAD   -  YONKERS (2019)
 KU4059
 KU4059                         *CURRENT SURVEY CONTROL
 KU4059  ______________________________________________________________________
 KU4059* NAD 83(1996) POSITION- 40 55 08.21449(N) 073 55 41.62324(W)   ADJUSTED
 KU4059* NAVD 88 ORTHO HEIGHT -   107.    (meters)      351.    (feet) SCALED
 KU4059  ______________________________________________________________________
 KU4059  GEOID HEIGHT    -        -31.423 (meters)                     GEOID18
 KU4059  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4059.GEOID18 height accuracy estimate available here.
 KU4059
 KU4059.Click photographs - Photos may exist for this station.
 KU4059
 KU4059.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4059
 KU4059. The following values were computed from the NAD 83(1996) position.
 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 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;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;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 E     -   0.99998819  x   0.99992854  =   0.99991673
 KU4059!SPC NY L     -   0.99998819  x   0.99999562  =   0.99998381
 KU4059!UTM  18      -   0.99998819  x   0.99970025  =   0.99968845
 KU4059
 KU4059:                Primary Azimuth Mark                     Grid Az
 KU4059:SPC NJ       -  ST VINCENT CHURCH STEEPLE                109 26 39.3
 KU4059:SPC NY E     -  ST VINCENT CHURCH STEEPLE                109 26 39.3
 KU4059:SPC NY L     -  ST VINCENT CHURCH STEEPLE                109 46 18.5
 KU4059:UTM  18      -  ST VINCENT CHURCH STEEPLE                109 07 00.1
 KU4059
 KU4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9024830312(NAD 83)
 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
 KU4059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4059.See file dsdata.pdf to determine how the superseded data were derived.
 KU4059
 KU4059_MARKER: DS = TRIANGULATION STATION DISK
 KU4059_SETTING: 66 = SET IN ROCK OUTCROP
 KU4059_STAMPING: PARK 1930
 KU4059_MARK LOGO: CGS
 KU4059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4059+STABILITY: POSITION/ELEVATION WELL
 KU4059
 KU4059  HISTORY     - Date     Condition        Report By
 KU4059  HISTORY     - 1930     MONUMENTED       CGS
 KU4059  HISTORY     - 19920227 MARK NOT FOUND   NJGS
 KU4059  HISTORY     - 20070430 POOR             GEOCAC
 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.
 KU4059
 KU4059                          STATION RECOVERY (2007)
 KU4059
 KU4059'RECOVERY NOTE BY GEOCACHING 2007 (RG)
 KU4059'THE STATION AND RM1 WERE RECOVERED AS DESCRIBED IN THE PREVIOUS LOG.
 KU4059'RM 2 WAS NOT FOUND AFTER ABOUT A 15 MINUTE SEARCH.  THE STATION
 KU4059'CONSISTS OF A DRILL HOLE IN THE ROCK OUTCROP WITH THE FAINT REMNANT OF
 KU4059'A DISK IMPRESSION.
 KU4059'
 KU4059'THE LOCATION OF THE STATION WAS VERIFIED BY MEASUREMENTS FROM RM 1
 KU4059'WITH STEEL TAPE AND COMPASS TO WITHIN AN ACCURACY OF .5 FOOT,
 KU4059'CONSISTANT MEASUREMENTS OVER SUCH UNEVEN TERRAIN.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2597 ***********************************************************************
 JU2597  DESIGNATION -  PARK 1935
 JU2597  PID         -  JU2597
 JU2597  STATE/COUNTY-  NJ/OCEAN
 JU2597  COUNTRY     -  US
 JU2597  USGS QUAD   -  SEASIDE PARK (2019)
 JU2597
 JU2597                         *CURRENT SURVEY CONTROL
 JU2597  ______________________________________________________________________
 JU2597* NAD 83(1996) POSITION- 39 56 53.03801(N) 074 06 55.19033(W)   ADJUSTED
 JU2597* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU2597  ______________________________________________________________________
 JU2597  GEOID HEIGHT    -        -33.078 (meters)                     GEOID18
 JU2597  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2597.GEOID18 height accuracy estimate available here.
 JU2597
 JU2597.Click photographs - Photos may exist for this station.
 JU2597
 JU2597.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2597
 JU2597. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7557222367(NAD 83)
 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
 JU2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2597.See file dsdata.pdf to determine how the superseded data were derived.
 JU2597
 JU2597_MARKER: I = METAL ROD
 JU2597_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 JU2711 ***********************************************************************
 JU2711  DESIGNATION -  PARKER
 JU2711  PID         -  JU2711
 JU2711  STATE/COUNTY-  NJ/OCEAN
 JU2711  COUNTRY     -  US
 JU2711  USGS QUAD   -  TUCKERTON (2019)
 JU2711
 JU2711                         *CURRENT SURVEY CONTROL
 JU2711  ______________________________________________________________________
 JU2711* NAD 83(1996) POSITION- 39 36 30.85244(N) 074 17 29.64806(W)   ADJUSTED
 JU2711* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2711  ______________________________________________________________________
 JU2711  GEOID HEIGHT    -        -33.529 (meters)                     GEOID18
 JU2711  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2711.GEOID18 height accuracy estimate available here.
 JU2711
 JU2711.Click photographs - Photos may exist for this station.
 JU2711
 JU2711.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2711
 JU2711. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000517  x   0.99990394  =   0.99990911
 JU2711!UTM  18      -   1.00000517  x   0.99964553  =   0.99965069
 JU2711
 JU2711:                Primary Azimuth Mark                     Grid Az
 JU2711:SPC NJ       -  JESSIE                                   222 56 17.5
 JU2711:UTM  18      -  JESSIE                                   222 37 09.9
 JU2711
 JU2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6081584553(NAD 83)
 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
 JU2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2711.See file dsdata.pdf to determine how the superseded data were derived.
 JU2711
 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 = JULY 24, 2026 22:12:30 EDT
 JU3230 ***********************************************************************
 JU3230  DESIGNATION -  PARVIN
 JU3230  PID         -  JU3230
 JU3230  STATE/COUNTY-  NJ/SALEM
 JU3230  COUNTRY     -  US
 JU3230  USGS QUAD   -  ELMER (2019)
 JU3230
 JU3230                         *CURRENT SURVEY CONTROL
 JU3230  ______________________________________________________________________
 JU3230* NAD 83(1996) POSITION- 39 30 26.03708(N) 075 09 10.53713(W)   ADJUSTED
 JU3230* NAVD 88 ORTHO HEIGHT -    33.    (meters)      108.    (feet) SCALED
 JU3230  ______________________________________________________________________
 JU3230  GEOID HEIGHT    -        -33.711 (meters)                     GEOID18
 JU3230  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3230.GEOID18 height accuracy estimate available here.
 JU3230
 JU3230.Click photographs - Photos may exist for this station.
 JU3230
 JU3230.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3230
 JU3230. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000017  x   0.99993880  =   0.99993897
 JU3230!UTM  18      -   1.00000017  x   0.99960213  =   0.99960230
 JU3230
 JU3230:                Primary Azimuth Mark                     Grid Az
 JU3230:SPC NJ       -  ESIBILL                                  163 22 23.8
 JU3230:UTM  18      -  ESIBILL                                  163 03 18.6
 JU3230
 JU3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8685273078(NAD 83)
 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
 JU3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3230.See file dsdata.pdf to determine how the superseded data were derived.
 JU3230
 JU3230_MARKER: DS = TRIANGULATION STATION DISK
 JU3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3230_STAMPING: PARVIN 1935
 JU3230_MARK LOGO: CGS
 JU3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3230+STABILITY: SURFACE MOTION
 JU3230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3230+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2007
 JU3230
 JU3230  HISTORY     - Date     Condition        Report By
 JU3230  HISTORY     - 1935     MONUMENTED       CGS
 JU3230  HISTORY     - 1968     GOOD             LOCENG
 JU3230  HISTORY     - 20071103 GOOD             UE
 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.
 JU3230
 JU3230                          STATION RECOVERY (2007)
 JU3230
 JU3230'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3230'MON. IS 47 FEET NORTHEAST OF POLE NO. 7184/25, 50 FEET NORTHEAST FROM
 JU3230'THE NORTHEAST EDGE OF MORTON AVENUE OPPOSITE A POINT MIDWAY BETWEEN
 JU3230'THE POLE AND THE MAILBOX AT HOUSE NO. 1147. RM 3 IS SET ON TOP OF A
 JU3230'CONCRETE MONUMENT RAISED ABOUT 6 INCHES ABOVE THE GROUND AND ABOUT 2
 JU3230'FEET NORTHWEST OF THE NORTHWEST I-BEAM POST OF A STEEL STRUCTURE USED
 JU3230'TO BLOCK VEHICLE ACCESS TO A TRAIL. ALSO FOUND RM 1
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2811 ***********************************************************************
 JU2811  DESIGNATION -  PASS
 JU2811  PID         -  JU2811
 JU2811  STATE/COUNTY-  NJ/ATLANTIC
 JU2811  COUNTRY     -  US
 JU2811  USGS QUAD   -  OCEANVILLE (2019)
 JU2811
 JU2811                         *CURRENT SURVEY CONTROL
 JU2811  ______________________________________________________________________
 JU2811* NAD 83(1996) POSITION- 39 24 44.85680(N) 074 25 40.21586(W)   ADJUSTED
 JU2811* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2811  ______________________________________________________________________
 JU2811  GEOID HEIGHT    -        -34.198 (meters)                     GEOID18
 JU2811  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2811.GEOID18 height accuracy estimate available here.
 JU2811
 JU2811.Click photographs - Photos may exist for this station.
 JU2811
 JU2811.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2811
 JU2811. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000527  x   0.99990048  =   0.99990575
 JU2811!UTM  18      -   1.00000527  x   0.99962987  =   0.99963514
 JU2811
 JU2811:                Primary Azimuth Mark                     Grid Az
 JU2811:SPC NJ       -  GRASSY                                   037 13 11.0
 JU2811:UTM  18      -  GRASSY                                   036 54 08.1
 JU2811
 JU2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4925562705(NAD 83)
 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
 JU2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2811.See file dsdata.pdf to determine how the superseded data were derived.
 JU2811
 JU2811_MARKER: DS = TRIANGULATION STATION DISK
 JU2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2811_STAMPING: PASS 1935
 JU2811_MARK LOGO: CGS
 JU2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2811+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4325 ***********************************************************************
 KV4325  DESIGNATION -  PASSAIC
 KV4325  PID         -  KV4325
 KV4325  STATE/COUNTY-  NJ/HUDSON
 KV4325  COUNTRY     -  US
 KV4325  USGS QUAD   -  JERSEY CITY (2019)
 KV4325
 KV4325                         *CURRENT SURVEY CONTROL
 KV4325  ______________________________________________________________________
 KV4325* NAD 83(1996) POSITION- 40 43 19.94785(N) 074 07 05.49869(W)   ADJUSTED
 KV4325* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4325  ______________________________________________________________________
 KV4325  GEOID HEIGHT    -        -32.165 (meters)                     GEOID18
 KV4325  LAPLACE CORR    -          6.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4325.GEOID18 height accuracy estimate available here.
 KV4325
 KV4325.Click photographs - Photos may exist for this station.
 KV4325
 KV4325.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4325
 KV4325. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000463  x   0.99991280  =   0.99991743
 KV4325!SPC NY L     -   1.00000463  x   0.99999738  =   1.00000201
 KV4325!UTM  18      -   1.00000463  x   0.99966826  =   0.99967289
 KV4325
 KV4325:                Primary Azimuth Mark                     Grid Az
 KV4325:SPC NJ       -  POINT                                    159 26 22.5
 KV4325:SPC NY L     -  POINT                                    159 45 57.5
 KV4325:UTM  18      -  POINT                                    159 06 48.1
 KV4325
 KV4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7447208294(NAD 83)
 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  USSD        -  40 43 19.95800(N)    074 07 06.88500(W) AD(       ) 3
 KV4325
 KV4325.Superseded values are not recommended for survey control.
 KV4325
 KV4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4325.See file dsdata.pdf to determine how the superseded data were derived.
 KV4325
 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 = JULY 24, 2026 22:12:30 EDT
 KV3925 ***********************************************************************
 KV3925  DESIGNATION -  PASSAIC BOTANY WORSTED CHIMNEY
 KV3925  PID         -  KV3925
 KV3925  STATE/COUNTY-  NJ/PASSAIC
 KV3925  COUNTRY     -  US
 KV3925  USGS QUAD   -  WEEHAWKEN (2016)
 KV3925
 KV3925                         *CURRENT SURVEY CONTROL
 KV3925  ______________________________________________________________________
 KV3925* NAD 83(1996) POSITION- 40 52 21.90257(N) 074 07 06.85600(W)   ADJUSTED
 KV3925  ______________________________________________________________________
 KV3925  GEOID HEIGHT    -        -32.121 (meters)                     GEOID18
 KV3925  LAPLACE CORR    -          6.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3925.GEOID18 height accuracy estimate available here.
 KV3925
 KV3925.Click photographs - Photos may exist for this station.
 KV3925
 KV3925.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3925
 KV3925. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7427225005(NAD 83)
 KV3925
 KV3925                          SUPERSEDED SURVEY CONTROL
 KV3925
 KV3925  NAD 83(1996)-  40 52 21.90240(N)    074 07 06.85633(W) AD(       ) 3
 KV3925  NAD 83(1996)-  40 52 21.90039(N)    074 07 06.86070(W) AD(       ) 3
 KV3925  NAD 83(1992)-  40 52 21.90018(N)    074 07 06.86082(W) AD(       ) 3
 KV3925  NAD 83(1986)-  40 52 21.90686(N)    074 07 06.87014(W) AD(       ) 3
 KV3925  NAD 27      -  40 52 21.54600(N)    074 07 08.35300(W) AD(       ) 3
 KV3925  USSD        -  40 52 21.88000(N)    074 07 08.24000(W) AD(       ) 3
 KV3925
 KV3925.Superseded values are not recommended for survey control.
 KV3925
 KV3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3925.See file dsdata.pdf to determine how the superseded data were derived.
 KV3925
 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 = JULY 24, 2026 22:12:30 EDT
 KV4677 ***********************************************************************
 KV4677  DESIGNATION -  PASSAIC CHIMNEY
 KV4677  PID         -  KV4677
 KV4677  STATE/COUNTY-  NJ/ESSEX
 KV4677  COUNTRY     -  US
 KV4677  USGS QUAD   -  ELIZABETH (2016)
 KV4677
 KV4677                         *CURRENT SURVEY CONTROL
 KV4677  ______________________________________________________________________
 KV4677* NAD 83(1996) POSITION- 40 44 19.74439(N) 074 07 54.17183(W)   ADJUSTED
 KV4677  ______________________________________________________________________
 KV4677  GEOID HEIGHT    -        -32.203 (meters)                     GEOID18
 KV4677  LAPLACE CORR    -          6.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4677.GEOID18 height accuracy estimate available here.
 KV4677
 KV4677.Click photographs - Photos may exist for this station.
 KV4677
 KV4677.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4677
 KV4677. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7331210126(NAD 83)
 KV4677
 KV4677                          SUPERSEDED SURVEY CONTROL
 KV4677
 KV4677  NAD 83(1996)-  40 44 19.74428(N)    074 07 54.17198(W) AD(       ) 3
 KV4677  NAD 83(1986)-  40 44 19.74286(N)    074 07 54.17728(W) AD(       ) 3
 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
 KV4677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4677.See file dsdata.pdf to determine how the superseded data were derived.
 KV4677
 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 = JULY 24, 2026 22:12:30 EDT
 KV4218 ***********************************************************************
 KV4218  DESIGNATION -  PASSAIC CITY HALL SPIRE
 KV4218  PID         -  KV4218
 KV4218  STATE/COUNTY-  NJ/PASSAIC
 KV4218  COUNTRY     -  US
 KV4218  USGS QUAD   -  ORANGE (2016)
 KV4218
 KV4218                         *CURRENT SURVEY CONTROL
 KV4218  ______________________________________________________________________
 KV4218* NAD 83(1996) POSITION- 40 51 22.71098(N) 074 07 38.73460(W)   ADJUSTED
 KV4218  ______________________________________________________________________
 KV4218  GEOID HEIGHT    -        -32.154 (meters)                     GEOID18
 KV4218  LAPLACE CORR    -          6.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4218.GEOID18 height accuracy estimate available here.
 KV4218
 KV4218.Click photographs - Photos may exist for this station.
 KV4218
 KV4218.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4218
 KV4218. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7354423172(NAD 83)
 KV4218
 KV4218                          SUPERSEDED SURVEY CONTROL
 KV4218
 KV4218  NAD 83(1996)-  40 51 22.71078(N)    074 07 38.73491(W) AD(       ) 3
 KV4218  NAD 83(1986)-  40 51 22.71139(N)    074 07 38.74830(W) AD(       ) 3
 KV4218  NAD 27      -  40 51 22.36200(N)    074 07 40.22200(W) AD(       ) 3
 KV4218  USSD        -  40 51 22.71000(N)    074 07 40.11000(W) AD(       ) 3
 KV4218
 KV4218.Superseded values are not recommended for survey control.
 KV4218
 KV4218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4218.See file dsdata.pdf to determine how the superseded data were derived.
 KV4218
 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 = JULY 24, 2026 22:12:30 EDT
 KV4217 ***********************************************************************
 KV4217  DESIGNATION -  PASSAIC HIGH SCHOOL FLAGPOLE
 KV4217  PID         -  KV4217
 KV4217  STATE/COUNTY-  NJ/PASSAIC
 KV4217  COUNTRY     -  US
 KV4217  USGS QUAD   -  ORANGE (2016)
 KV4217
 KV4217                         *CURRENT SURVEY CONTROL
 KV4217  ______________________________________________________________________
 KV4217* NAD 83(1996) POSITION- 40 51 24.24527(N) 074 07 57.42069(W)   ADJUSTED
 KV4217  ______________________________________________________________________
 KV4217  GEOID HEIGHT    -        -32.168 (meters)                     GEOID18
 KV4217  LAPLACE CORR    -          5.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4217.GEOID18 height accuracy estimate available here.
 KV4217
 KV4217.Click photographs - Photos may exist for this station.
 KV4217
 KV4217.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4217
 KV4217. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7310623215(NAD 83)
 KV4217
 KV4217                          SUPERSEDED SURVEY CONTROL
 KV4217
 KV4217  NAD 83(1996)-  40 51 24.24509(N)    074 07 57.42096(W) AD(       ) 3
 KV4217  NAD 83(1986)-  40 51 24.24553(N)    074 07 57.43624(W) AD(       ) 3
 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
 KV4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4217.See file dsdata.pdf to determine how the superseded data were derived.
 KV4217
 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 = JULY 24, 2026 22:12:30 EDT
 KV3986 ***********************************************************************
 KV3986  DESIGNATION -  PASSAIC JUNIOR HIGH SCHOOL CUP
 KV3986  PID         -  KV3986
 KV3986  STATE/COUNTY-  NJ/BERGEN
 KV3986  COUNTRY     -  US
 KV3986  USGS QUAD   -  WEEHAWKEN (2016)
 KV3986
 KV3986                         *CURRENT SURVEY CONTROL
 KV3986  ______________________________________________________________________
 KV3986* NAD 83(1996) POSITION- 40 50 12.28925(N) 074 06 54.47961(W)   ADJUSTED
 KV3986  ______________________________________________________________________
 KV3986  GEOID HEIGHT    -        -32.125 (meters)                     GEOID18
 KV3986  LAPLACE CORR    -          6.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3986.GEOID18 height accuracy estimate available here.
 KV3986
 KV3986.Click photographs - Photos may exist for this station.
 KV3986
 KV3986.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3986
 KV3986. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7460221011(NAD 83)
 KV3986
 KV3986                          SUPERSEDED SURVEY CONTROL
 KV3986
 KV3986  NAD 83(1996)-  40 50 12.28909(N)    074 06 54.47964(W) AD(       ) 3
 KV3986  NAD 83(1996)-  40 50 12.28706(N)    074 06 54.48179(W) AD(       ) 3
 KV3986  NAD 83(1992)-  40 50 12.28725(N)    074 06 54.48192(W) AD(       ) 3
 KV3986  NAD 83(1986)-  40 50 12.28673(N)    074 06 54.48707(W) AD(       ) 3
 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
 KV3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3986.See file dsdata.pdf to determine how the superseded data were derived.
 KV3986
 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 = JULY 24, 2026 22:12:30 EDT
 KV3935 ***********************************************************************
 KV3935  DESIGNATION -  PASSAIC PATTERSON PARCH CHIM
 KV3935  PID         -  KV3935
 KV3935  STATE/COUNTY-  NJ/PASSAIC
 KV3935  COUNTRY     -  US
 KV3935  USGS QUAD   -  WEEHAWKEN (2016)
 KV3935
 KV3935                         *CURRENT SURVEY CONTROL
 KV3935  ______________________________________________________________________
 KV3935* NAD 83(1996) POSITION- 40 51 23.72730(N) 074 06 40.20677(W)   ADJUSTED
 KV3935  ______________________________________________________________________
 KV3935  GEOID HEIGHT    -        -32.106 (meters)                     GEOID18
 KV3935  LAPLACE CORR    -          6.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3935.GEOID18 height accuracy estimate available here.
 KV3935
 KV3935.Click photographs - Photos may exist for this station.
 KV3935
 KV3935.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3935
 KV3935. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7491423217(NAD 83)
 KV3935
 KV3935                          SUPERSEDED SURVEY CONTROL
 KV3935
 KV3935  NAD 83(1996)-  40 51 23.72714(N)    074 06 40.20693(W) AD(       ) 3
 KV3935  NAD 83(1996)-  40 51 23.72549(N)    074 06 40.20937(W) AD(       ) 3
 KV3935  NAD 83(1992)-  40 51 23.72527(N)    074 06 40.20975(W) AD(       ) 3
 KV3935  NAD 83(1986)-  40 51 23.72899(N)    074 06 40.21620(W) AD(       ) 3
 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
 KV3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3935.See file dsdata.pdf to determine how the superseded data were derived.
 KV3935
 KV3935_MARKER: 85 = CHIMNEY
 KV3935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3935+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 KV3935
 KV3935  HISTORY     - Date     Condition        Report By
 KV3935  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3935  HISTORY     - 20070127 GOOD             GEOCAC
 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.
 KV3935
 KV3935                          STATION RECOVERY (2007)
 KV3935
 KV3935'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 KV3935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4216 ***********************************************************************
 KV4216  DESIGNATION -  PASSAIC PEOPLES BANK SMOKEPIPE
 KV4216  PID         -  KV4216
 KV4216  STATE/COUNTY-  NJ/PASSAIC
 KV4216  COUNTRY     -  US
 KV4216  USGS QUAD   -  ORANGE (2016)
 KV4216
 KV4216                         *CURRENT SURVEY CONTROL
 KV4216  ______________________________________________________________________
 KV4216* NAD 83(1996) POSITION- 40 51 39.65790(N) 074 07 35.61302(W)   ADJUSTED
 KV4216  ______________________________________________________________________
 KV4216  GEOID HEIGHT    -        -32.150 (meters)                     GEOID18
 KV4216  LAPLACE CORR    -          6.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4216.GEOID18 height accuracy estimate available here.
 KV4216
 KV4216.Click photographs - Photos may exist for this station.
 KV4216
 KV4216.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4216
 KV4216. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7361223695(NAD 83)
 KV4216
 KV4216                          SUPERSEDED SURVEY CONTROL
 KV4216
 KV4216  NAD 83(1996)-  40 51 39.65770(N)    074 07 35.61331(W) AD(       ) 3
 KV4216  NAD 83(1986)-  40 51 39.65912(N)    074 07 35.62719(W) AD(       ) 3
 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
 KV4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4216.See file dsdata.pdf to determine how the superseded data were derived.
 KV4216
 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 = JULY 24, 2026 22:12:30 EDT
 KV4179 ***********************************************************************
 KV4179  DESIGNATION -  PASSAIC RIVER W TRANS TOWER
 KV4179  PID         -  KV4179
 KV4179  STATE/COUNTY-  NJ/ESSEX
 KV4179  COUNTRY     -  US
 KV4179  USGS QUAD   -  ORANGE (2016)
 KV4179
 KV4179                         *CURRENT SURVEY CONTROL
 KV4179  ______________________________________________________________________
 KV4179* NAD 83(1996) POSITION- 40 48 08.19940(N) 074 08 27.22509(W)   ADJUSTED
 KV4179  ______________________________________________________________________
 KV4179  GEOID HEIGHT    -        -32.212 (meters)                     GEOID18
 KV4179  LAPLACE CORR    -          5.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4179.GEOID18 height accuracy estimate available here.
 KV4179
 KV4179.Click photographs - Photos may exist for this station.
 KV4179
 KV4179.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4179
 KV4179. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7246717163(NAD 83)
 KV4179
 KV4179                          SUPERSEDED SURVEY CONTROL
 KV4179
 KV4179  NAD 83(1996)-  40 48 08.19917(N)    074 08 27.22525(W) AD(       ) 3
 KV4179  NAD 83(1986)-  40 48 08.19643(N)    074 08 27.22787(W) AD(       ) 3
 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
 KV4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4179.See file dsdata.pdf to determine how the superseded data were derived.
 KV4179
 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 = JULY 24, 2026 22:12:30 EDT
 KV3956 ***********************************************************************
 KV3956  DESIGNATION -  PASSAIC RUSSIAN CATH CH SPIRE
 KV3956  PID         -  KV3956
 KV3956  STATE/COUNTY-  NJ/PASSAIC
 KV3956  COUNTRY     -  US
 KV3956  USGS QUAD   -  WEEHAWKEN (2016)
 KV3956
 KV3956                         *CURRENT SURVEY CONTROL
 KV3956  ______________________________________________________________________
 KV3956* NAD 83(1996) POSITION- 40 52 06.97713(N) 074 06 57.63818(W)   ADJUSTED
 KV3956  ______________________________________________________________________
 KV3956  GEOID HEIGHT    -        -32.115 (meters)                     GEOID18
 KV3956  LAPLACE CORR    -          6.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3956.GEOID18 height accuracy estimate available here.
 KV3956
 KV3956.Click photographs - Photos may exist for this station.
 KV3956
 KV3956.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3956
 KV3956. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7449224547(NAD 83)
 KV3956
 KV3956                          SUPERSEDED SURVEY CONTROL
 KV3956
 KV3956  NAD 83(1996)-  40 52 06.97698(N)    074 06 57.63855(W) AD(       ) 3
 KV3956  NAD 83(1996)-  40 52 06.97398(N)    074 06 57.64428(W) AD(       ) 3
 KV3956  NAD 83(1992)-  40 52 06.97386(N)    074 06 57.64451(W) AD(       ) 3
 KV3956  NAD 83(1986)-  40 52 06.98088(N)    074 06 57.65140(W) AD(       ) 3
 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
 KV3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3956.See file dsdata.pdf to determine how the superseded data were derived.
 KV3956
 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 = JULY 24, 2026 22:12:30 EDT
 KV4215 ***********************************************************************
 KV4215  DESIGNATION -  PASSAIC ST JOHNS CHURCH SPIRE
 KV4215  PID         -  KV4215
 KV4215  STATE/COUNTY-  NJ/PASSAIC
 KV4215  COUNTRY     -  US
 KV4215  USGS QUAD   -  ORANGE (2016)
 KV4215
 KV4215                         *CURRENT SURVEY CONTROL
 KV4215  ______________________________________________________________________
 KV4215* NAD 83(1996) POSITION- 40 52 04.06668(N) 074 07 37.63285(W)   ADJUSTED
 KV4215  ______________________________________________________________________
 KV4215  GEOID HEIGHT    -        -32.149 (meters)                     GEOID18
 KV4215  LAPLACE CORR    -          6.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4215.GEOID18 height accuracy estimate available here.
 KV4215
 KV4215.Click photographs - Photos may exist for this station.
 KV4215
 KV4215.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4215
 KV4215. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7355724448(NAD 83)
 KV4215
 KV4215                          SUPERSEDED SURVEY CONTROL
 KV4215
 KV4215  NAD 83(1996)-  40 52 04.06646(N)    074 07 37.63310(W) AD(       ) 3
 KV4215  NAD 83(1986)-  40 52 04.06923(N)    074 07 37.64796(W) AD(       ) 3
 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
 KV4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4215.See file dsdata.pdf to determine how the superseded data were derived.
 KV4215
 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 = JULY 24, 2026 22:12:30 EDT
 KV4213 ***********************************************************************
 KV4213  DESIGNATION -  PASSAIC ST MARYS HOSP CUPOLA
 KV4213  PID         -  KV4213
 KV4213  STATE/COUNTY-  NJ/PASSAIC
 KV4213  COUNTRY     -  US
 KV4213  USGS QUAD   -  ORANGE (2016)
 KV4213
 KV4213                         *CURRENT SURVEY CONTROL
 KV4213  ______________________________________________________________________
 KV4213* NAD 83(1996) POSITION- 40 51 04.94741(N) 074 07 43.47421(W)   ADJUSTED
 KV4213  ______________________________________________________________________
 KV4213  GEOID HEIGHT    -        -32.160 (meters)                     GEOID18
 KV4213  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4213.GEOID18 height accuracy estimate available here.
 KV4213
 KV4213.Click photographs - Photos may exist for this station.
 KV4213
 KV4213.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4213
 KV4213. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7343822623(NAD 83)
 KV4213
 KV4213                          SUPERSEDED SURVEY CONTROL
 KV4213
 KV4213  NAD 83(1996)-  40 51 04.94721(N)    074 07 43.47457(W) AD(       ) 3
 KV4213  NAD 83(1986)-  40 51 04.94672(N)    074 07 43.48810(W) AD(       ) 3
 KV4213  NAD 27      -  40 51 04.59800(N)    074 07 44.96400(W) AD(       ) 3
 KV4213  USSD        -  40 51 04.96000(N)    074 07 44.85000(W) AD(       ) 3
 KV4213
 KV4213.Superseded values are not recommended for survey control.
 KV4213
 KV4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4213.See file dsdata.pdf to determine how the superseded data were derived.
 KV4213
 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 = JULY 24, 2026 22:12:30 EDT
 KV4154 ***********************************************************************
 KV4154  DESIGNATION -  PATTON 1913
 KV4154  PID         -  KV4154
 KV4154  STATE/COUNTY-  NJ/ESSEX
 KV4154  COUNTRY     -  US
 KV4154  USGS QUAD   -  ORANGE (2016)
 KV4154
 KV4154                         *CURRENT SURVEY CONTROL
 KV4154  ______________________________________________________________________
 KV4154* NAD 83(1996) POSITION- 40 45 59.10120(N) 074 09 35.04589(W)   ADJUSTED
 KV4154* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV4154  ______________________________________________________________________
 KV4154  GEOID HEIGHT    -        -32.276 (meters)                     GEOID18
 KV4154  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4154.GEOID18 height accuracy estimate available here.
 KV4154
 KV4154.Click photographs - Photos may exist for this station.
 KV4154
 KV4154.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4154
 KV4154. The following values were computed from the NAD 83(1996) position.
 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  =   0.99966623
 KV4154
 KV4154:                Primary Azimuth Mark                     Grid Az
 KV4154:SPC NJ       -  PROS                                     257 40 01.8
 KV4154:SPC NY L     -  PROS                                     257 59 37.8
 KV4154:UTM  18      -  PROS                                     257 20 26.4
 KV4154
 KV4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7091613167(NAD 83)
 KV4154
 KV4154|---------------------------------------------------------------------|
 KV4154| PID    Reference Object                     Distance      Geod. Az  |
 KV4154|                                                           dddmmss.s |
 KV4154| KV4194 LIN 2 1933                          APPROX. 0.6 KM 1760827.5 |
 KV4154| KV4160 PROS                                APPROX. 0.9 KM 2575321.7 |
 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  USSD        -  40 45 59.10400(N)    074 09 36.41200(W) AD(       ) 3
 KV4154
 KV4154.Superseded values are not recommended for survey control.
 KV4154
 KV4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4154.See file dsdata.pdf to determine how the superseded data were derived.
 KV4154
 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 = JULY 24, 2026 22:12:30 EDT
 KV4158 ***********************************************************************
 KV4158  DESIGNATION -  PATTONS CHIMNEY
 KV4158  PID         -  KV4158
 KV4158  STATE/COUNTY-  NJ/ESSEX
 KV4158  COUNTRY     -  US
 KV4158  USGS QUAD   -  ORANGE (2016)
 KV4158
 KV4158                         *CURRENT SURVEY CONTROL
 KV4158  ______________________________________________________________________
 KV4158* NAD 83(1996) POSITION- 40 45 57.50179(N) 074 09 32.56915(W)   ADJUSTED
 KV4158  ______________________________________________________________________
 KV4158  GEOID HEIGHT    -        -32.274 (meters)                     GEOID18
 KV4158  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4158.GEOID18 height accuracy estimate available here.
 KV4158
 KV4158.Click photographs - Photos may exist for this station.
 KV4158
 KV4158.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4158
 KV4158. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7097513118(NAD 83)
 KV4158
 KV4158                          SUPERSEDED SURVEY CONTROL
 KV4158
 KV4158  NAD 83(1996)-  40 45 57.50156(N)    074 09 32.56941(W) AD(       ) 3
 KV4158  NAD 83(1986)-  40 45 57.49718(N)    074 09 32.57450(W) AD(       ) 3
 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
 KV4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4158.See file dsdata.pdf to determine how the superseded data were derived.
 KV4158
 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 = JULY 24, 2026 22:12:30 EDT
 JU3083 ***********************************************************************
 JU3083  DESIGNATION -  PAULSBORO
 JU3083  PID         -  JU3083
 JU3083  STATE/COUNTY-  NJ/GLOUCESTER
 JU3083  COUNTRY     -  US
 JU3083  USGS QUAD   -  WOODBURY (2019)
 JU3083
 JU3083                         *CURRENT SURVEY CONTROL
 JU3083  ______________________________________________________________________
 JU3083* NAD 83(1996) POSITION- 39 49 52.97161(N) 075 14 11.24022(W)   ADJUSTED
 JU3083* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3083  ______________________________________________________________________
 JU3083  GEOID HEIGHT    -        -32.957 (meters)                     GEOID18
 JU3083  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3083.GEOID18 height accuracy estimate available here.
 JU3083
 JU3083.Click photographs - Photos may exist for this station.
 JU3083
 JU3083.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3083
 JU3083. The following values were computed from the NAD 83(1996) position.
 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;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       -   1.00000523  x   0.99994890  =   0.99995413
 JU3083!SPC PA S     -   1.00000523  x   1.00001751  =   1.00002274
 JU3083!UTM  18      -   1.00000523  x   0.99960504  =   0.99961026
 JU3083
 JU3083:                Primary Azimuth Mark                     Grid Az
 JU3083:SPC NJ       -  PAULSBORO SANDURA WILD CORP TK           345 32 36.0
 JU3083:SPC PA S     -  PAULSBORO SANDURA WILD CORP TK           343 26 26.9
 JU3083:UTM  18      -  PAULSBORO SANDURA WILD CORP TK           345 13 22.9
 JU3083
 JU3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7976609069(NAD 83)
 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
 JU3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3083.See file dsdata.pdf to determine how the superseded data were derived.
 JU3083
 JU3083_MARKER: DS = TRIANGULATION STATION DISK
 JU3083_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3080 ***********************************************************************
 JU3080  DESIGNATION -  PAULSBORO MUNICIPAL TANK
 JU3080  PID         -  JU3080
 JU3080  STATE/COUNTY-  NJ/GLOUCESTER
 JU3080  COUNTRY     -  US
 JU3080  USGS QUAD   -  WOODBURY (2019)
 JU3080
 JU3080                         *CURRENT SURVEY CONTROL
 JU3080  ______________________________________________________________________
 JU3080* NAD 83(1996) POSITION- 39 50 23.79794(N) 075 14 39.78159(W)   ADJUSTED
 JU3080  ______________________________________________________________________
 JU3080  GEOID HEIGHT    -        -32.953 (meters)                     GEOID18
 JU3080  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3080.GEOID18 height accuracy estimate available here.
 JU3080
 JU3080.Click photographs - Photos may exist for this station.
 JU3080
 JU3080.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3080
 JU3080. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,410,021.368   479,090.840   MT  0.99960538   -0 09 23.6
 JU3080
 JU3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7909010021(NAD 83)
 JU3080
 JU3080                          SUPERSEDED SURVEY CONTROL
 JU3080
 JU3080  NAD 83(1991)-  39 50 23.79583(N)    075 14 39.78303(W) AD(       ) 3
 JU3080  NAD 83(1986)-  39 50 23.79072(N)    075 14 39.78700(W) AD(       ) 3
 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
 JU3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3080.See file dsdata.pdf to determine how the superseded data were derived.
 JU3080
 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 = JULY 24, 2026 22:12:30 EDT
 DI3340 ***********************************************************************
 DI3340  DESIGNATION -  PAULSBORO RM 1 RESET
 DI3340  PID         -  DI3340
 DI3340  STATE/COUNTY-  NJ/GLOUCESTER
 DI3340  COUNTRY     -  US
 DI3340  USGS QUAD   -  WOODBURY (2019)
 DI3340
 DI3340                         *CURRENT SURVEY CONTROL
 DI3340  ______________________________________________________________________
 DI3340* NAD 83(1986) POSITION- 39 49 52.95   (N) 075 14 08.87   (W)   HD_HELD1
 DI3340* NAVD 88 ORTHO HEIGHT -     3.665 (meters)       12.02  (feet) ADJUSTED
 DI3340  ______________________________________________________________________
 DI3340  GEOID HEIGHT    -        -32.957 (meters)                     GEOID18
 DI3340  DYNAMIC HEIGHT  -          3.663 (meters)       12.02  (feet) COMP
 DI3340  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 DI3340
 DI3340  VERT ORDER      -  FIRST     CLASS II
 DI3340
 DI3340.The horizontal coordinates were determined by differentially corrected
 DI3340.hand held GPS observations or other comparable positioning techniques
 DI3340.and have an estimated accuracy of +/- 3 meters.
 DI3340
 DI3340.The orthometric height was determined by differential leveling and
 DI3340.adjusted by the NATIONAL GEODETIC SURVEY
 DI3340.in June 2007.
 DI3340
 DI3340.No vertical observational check was made to the station.
 DI3340
 DI3340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3340.GEOID18 height accuracy estimate available here.
 DI3340
 DI3340.Click photographs - Photos may exist for this station.
 DI3340
 DI3340.The dynamic height is computed by dividing the NAVD 88
 DI3340.geopotential number by the normal gravity value computed on the
 DI3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3340.degrees latitude (g = 980.6199 gals.).
 DI3340
 DI3340.The modeled gravity was interpolated from observed gravity values.
 DI3340
 DI3340;                    North         East    Units  Estimated Accuracy
 DI3340;SPC NJ       -   111,052.4      87,019.1     MT  (+/- 3 meters HH1 GPS) 
 DI3340
 DI3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7982209068(NAD 83)
 DI3340
 DI3340                          SUPERSEDED SURVEY CONTROL
 DI3340
 DI3340.No superseded survey control is available for this station.
 DI3340
 DI3340_MARKER: DR = REFERENCE MARK DISK
 DI3340_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DI3340_SP_SET: BRIDGE WINGWALL
 DI3340_STAMPING: PAULSBORO RESET 1940 NO 1 1933
 DI3340_MARK LOGO: CGS
 DI3340_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3340+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 DI3340
 DI3340  HISTORY     - Date     Condition        Report By
 DI3340  HISTORY     - 1940     MONUMENTED       CGS
 DI3340  HISTORY     - 20030520 GOOD             NJGS
 DI3340  HISTORY     - 20210512 GOOD             AAAS
 DI3340
 DI3340                          STATION DESCRIPTION
 DI3340
 DI3340'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3340'THE STATION IS LOCATED IN THE BOROUGH OF PAULSBORO ON THE NORTHWEST
 DI3340'SIDE OF BROAD  STREET, STATE ROUTE 44.
 DI3340'
 DI3340'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3340'ROUTE 44 AND  DELAWARE STREET, GO NORTHEAST ON STATE ROUTE 44 FOR 0.25
 DI3340'MI (0.4 KM) TO THE VERTICAL LIFT  BRIDGE CARRYING STATE ROUTE 44 OVER
 DI3340'MANTUA CREEK, STRUCTURE NUMBER 0806151, AND THE  STATION ON THE LEFT,
 DI3340'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHWEST WINGWALL.
 DI3340'
 DI3340'THE STATION IS 9.6 M (31.5 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 DI3340'ROUTE 44, 1.2 M (3.9 FT)  SOUTHWEST FROM WOOD UTILITY POLE NUMBER
 DI3340'3T168 WEST AND 1.5 M (4.9 FT) WEST FROM A  CROSSING SIGNAL ARM.
 DI3340
 DI3340                          STATION RECOVERY (2021)
 DI3340
 DI3340'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3340'THE STATION IS CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF THE
 DI3340'NORTHEAST WING WALL.  THE CROSSING SIGNAL ARM MENTIONED IN THE
 DI3340'PREVIOUS DESCRIPTION HAS BEEN REMOVED AND RELOCATED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3341 ***********************************************************************
 DI3341  DESIGNATION -  PAULSBORO RM 2 RESET
 DI3341  PID         -  DI3341
 DI3341  STATE/COUNTY-  NJ/GLOUCESTER
 DI3341  COUNTRY     -  US
 DI3341  USGS QUAD   -  WOODBURY (2019)
 DI3341
 DI3341                         *CURRENT SURVEY CONTROL
 DI3341  ______________________________________________________________________
 DI3341* NAD 83(1986) POSITION- 39 49 52.83   (N) 075 14 11.22   (W)   HD_HELD1
 DI3341* NAVD 88 ORTHO HEIGHT -     2.579 (meters)        8.46  (feet) ADJUSTED
 DI3341  ______________________________________________________________________
 DI3341  GEOID HEIGHT    -        -32.957 (meters)                     GEOID18
 DI3341  DYNAMIC HEIGHT  -          2.578 (meters)        8.46  (feet) COMP
 DI3341  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 DI3341
 DI3341  VERT ORDER      -  FIRST     CLASS II
 DI3341
 DI3341.The horizontal coordinates were determined by differentially corrected
 DI3341.hand held GPS observations or other comparable positioning techniques
 DI3341.and have an estimated accuracy of +/- 3 meters.
 DI3341
 DI3341.The orthometric height was determined by differential leveling and
 DI3341.adjusted by the NATIONAL GEODETIC SURVEY
 DI3341.in June 2007.
 DI3341
 DI3341.No vertical observational check was made to the station.
 DI3341
 DI3341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3341.GEOID18 height accuracy estimate available here.
 DI3341
 DI3341.Click photographs - Photos may exist for this station.
 DI3341
 DI3341.The dynamic height is computed by dividing the NAVD 88
 DI3341.geopotential number by the normal gravity value computed on the
 DI3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3341.degrees latitude (g = 980.6199 gals.).
 DI3341
 DI3341.The modeled gravity was interpolated from observed gravity values.
 DI3341
 DI3341;                    North         East    Units  Estimated Accuracy
 DI3341;SPC NJ       -   111,049.1      86,963.2     MT  (+/- 3 meters HH1 GPS) 
 DI3341
 DI3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7976709064(NAD 83)
 DI3341
 DI3341                          SUPERSEDED SURVEY CONTROL
 DI3341
 DI3341.No superseded survey control is available for this station.
 DI3341
 DI3341_MARKER: DR = REFERENCE MARK DISK
 DI3341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI3341_SP_SET: BRIDGE PARAPET WALL
 DI3341_STAMPING: PAULSBORO RESET 1940 NO 2 1933
 DI3341_MARK LOGO: CGS
 DI3341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3341+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2021
 DI3341
 DI3341  HISTORY     - Date     Condition        Report By
 DI3341  HISTORY     - 1940     MONUMENTED       CGS
 DI3341  HISTORY     - 20030520 GOOD             NJGS
 DI3341  HISTORY     - 20210512 GOOD             AAAS
 DI3341
 DI3341                          STATION DESCRIPTION
 DI3341
 DI3341'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DI3341'THE STATION IS LOCATED IN THE BOROUGH OF PAULSBORO ON THE NORTHWEST
 DI3341'SIDE OF BROAD  STREET, STATE ROUTE 44.
 DI3341'
 DI3341'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, STATE
 DI3341'ROUTE 44 AND  DELAWARE STREET, GO NORTHEAST ON STATE ROUTE 44 FOR 0.25
 DI3341'MI (0.4 KM) TO THE VERTICAL LIFT  BRIDGE CARRYING STATE ROUTE 44 OVER
 DI3341'MANTUA CREEK, STRUCTURE NUMBER 0806151, AND THE  STATION ON THE LEFT,
 DI3341'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHWEST BRIDGE  PARAPET
 DI3341'WALL.
 DI3341'
 DI3341'THE STATION IS 9.4 M (30.8 FT) NORTH FROM THE CENTERLINE OF STATE
 DI3341'ROUTE 44, 22.0 M (72.2 FT)  NORTHEAST FROM WOOD UTILITY POLE NUMBER BT
 DI3341'151 PA AND 1.1 M (3.6 FT) EAST FROM THE WEST  END OF THE NORTHWEST
 DI3341'BRIDGE PARAPET WALL.  THE STATION IS SET ABOUT 1.0 M (3.3 FT) ABOVE
 DI3341'THE LEVEL OF THE BRIDGE SIDEWALK.
 DI3341
 DI3341                          STATION RECOVERY (2021)
 DI3341
 DI3341'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DI3341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3273 ***********************************************************************
 JU3273  DESIGNATION -  PAULSBORO VACUUM OIL N STACK
 JU3273  PID         -  JU3273
 JU3273  STATE/COUNTY-  NJ/GLOUCESTER
 JU3273  COUNTRY     -  US
 JU3273  USGS QUAD   -  BRIDGEPORT (2019)
 JU3273
 JU3273                         *CURRENT SURVEY CONTROL
 JU3273  ______________________________________________________________________
 JU3273* NAD 83(1996) POSITION- 39 50 32.20784(N) 075 15 25.57655(W)   ADJUSTED
 JU3273  ______________________________________________________________________
 JU3273  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 JU3273  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3273.GEOID18 height accuracy estimate available here.
 JU3273
 JU3273.Click photographs - Photos may exist for this station.
 JU3273
 JU3273.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3273
 JU3273. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,410,283.695   478,003.207   MT  0.99960596   -0 09 53.0
 JU3273
 JU3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7800310283(NAD 83)
 JU3273
 JU3273                          SUPERSEDED SURVEY CONTROL
 JU3273
 JU3273  NAD 83(1991)-  39 50 32.20578(N)    075 15 25.57696(W) AD(       ) 3
 JU3273  NAD 83(1986)-  39 50 32.20135(N)    075 15 25.58134(W) AD(       ) 3
 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
 JU3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3273.See file dsdata.pdf to determine how the superseded data were derived.
 JU3273
 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 = JULY 24, 2026 22:12:30 EDT
 JU3275 ***********************************************************************
 JU3275  DESIGNATION -  PAULSBORO VACUUM OIL E STACK
 JU3275  PID         -  JU3275
 JU3275  STATE/COUNTY-  NJ/GLOUCESTER
 JU3275  COUNTRY     -  US
 JU3275  USGS QUAD   -  BRIDGEPORT (2019)
 JU3275
 JU3275                         *CURRENT SURVEY CONTROL
 JU3275  ______________________________________________________________________
 JU3275* NAD 83(1996) POSITION- 39 50 29.72220(N) 075 15 27.14820(W)   ADJUSTED
 JU3275  ______________________________________________________________________
 JU3275  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JU3275  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3275.GEOID18 height accuracy estimate available here.
 JU3275
 JU3275.Click photographs - Photos may exist for this station.
 JU3275
 JU3275.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3275
 JU3275. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,410,207.171   477,965.635   MT  0.99960598   -0 09 54.0
 JU3275
 JU3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7796510207(NAD 83)
 JU3275
 JU3275                          SUPERSEDED SURVEY CONTROL
 JU3275
 JU3275  NAD 83(1991)-  39 50 29.72016(N)    075 15 27.14890(W) AD(       ) 3
 JU3275  NAD 83(1986)-  39 50 29.71544(N)    075 15 27.15319(W) AD(       ) 3
 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
 JU3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3275.See file dsdata.pdf to determine how the superseded data were derived.
 JU3275
 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 = JULY 24, 2026 22:12:30 EDT
 KV6425 ***********************************************************************
 KV6425  DESIGNATION -  PAVILION
 KV6425  PID         -  KV6425
 KV6425  STATE/COUNTY-  NJ/BURLINGTON
 KV6425  COUNTRY     -  US
 KV6425  USGS QUAD   -  FRANKFORD (2019)
 KV6425
 KV6425                         *CURRENT SURVEY CONTROL
 KV6425  ______________________________________________________________________
 KV6425* NAD 83(1996) POSITION- 40 00 55.53438(N) 075 01 04.63979(W)   ADJUSTED
 KV6425* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV6425  ______________________________________________________________________
 KV6425  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 KV6425  LAPLACE CORR    -          2.60  (seconds)                    DEFLEC18
 KV6425  HORZ ORDER      -  THIRD
 KV6425
 KV6425.The horizontal coordinates were established by classical geodetic methods
 KV6425.and adjusted by the National Geodetic Survey in September 1999.
 KV6425
 KV6425.The orthometric height was scaled from a topographic map.
 KV6425
 KV6425.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6425.GEOID18 height accuracy estimate available here.
 KV6425
 KV6425.Click photographs - Photos may exist for this station.
 KV6425
 KV6425.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6425
 KV6425. The following values were computed from the NAD 83(1996) position.
 KV6425
 KV6425;                    North         East     Units Scale Factor Converg.
 KV6425;SPC NJ       -   131,355.592   105,784.053   MT  0.99992406   -0 19 59.0
 KV6425;SPC NJ       -   430,955.80    347,059.85   sFT  0.99992406   -0 19 59.0
 KV6425;UTM  18      - 4,429,469.534   498,467.669   MT  0.99960003   -0 00 41.6
 KV6425
 KV6425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6425!SPC NJ       -   1.00000506  x   0.99992406  =   0.99992912
 KV6425!UTM  18      -   1.00000506  x   0.99960003  =   0.99960509
 KV6425
 KV6425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9846729469(NAD 83)
 KV6425
 KV6425                          SUPERSEDED SURVEY CONTROL
 KV6425
 KV6425  NAD 83(1991)-  40 00 55.53260(N)    075 01 04.64274(W) AD(       ) 3
 KV6425  NAD 83(1986)-  40 00 55.53320(N)    075 01 04.64405(W) AD(       ) 3
 KV6425
 KV6425.Superseded values are not recommended for survey control.
 KV6425
 KV6425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6425.See file dsdata.pdf to determine how the superseded data were derived.
 KV6425
 KV6425
 KV6425  HISTORY     - Date     Condition        Report By
 KV6425  HISTORY     - 20070623 MONUMENTED       UE
 KV6425
 KV6425                          STATION DESCRIPTION
 KV6425
 KV6425'DESCRIBED BY URBAN ENGINEERS INC 2007 (WBF)
 KV6425'I WAS TOLD BY A MEMBER OF THE RIVERTON YACHT CLUB THAT THERE USED TO
 KV6425'BE A BRASS DISK NEAR THE NORTHERNMOST CORNER OF THE DOCK NEXT TO A
 KV6425'PAVILION. IT HAD BROKEN OFF SEVERAL YEARS AGO. THE ENTIRE DOCK HAD
 KV6425'BEEN REBUILT A YEAR OR TWO AGO, REMOVING ANY TRACE OF THE STEM OR
 KV6425'DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2802 ***********************************************************************
 KU2802  DESIGNATION -  PAYNE
 KU2802  PID         -  KU2802
 KU2802  STATE/COUNTY-  NJ/MONMOUTH
 KU2802  COUNTRY     -  US
 KU2802  USGS QUAD   -  SANDY HOOK EAST (2019)
 KU2802
 KU2802                         *CURRENT SURVEY CONTROL
 KU2802  ______________________________________________________________________
 KU2802* NAD 83(1996) POSITION- 40 23 27.74457(N) 073 58 38.73023(W)   ADJUSTED
 KU2802* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU2802  ______________________________________________________________________
 KU2802  GEOID HEIGHT    -        -32.608 (meters)                     GEOID18
 KU2802  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2802.GEOID18 height accuracy estimate available here.
 KU2802
 KU2802.Click photographs - Photos may exist for this station.
 KU2802
 KU2802.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2802
 KU2802. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000501  x   0.99992422  =   0.99992923
 KU2802!UTM  18      -   1.00000501  x   0.99969271  =   0.99969772
 KU2802
 KU2802:                Primary Azimuth Mark                     Grid Az
 KU2802:SPC NJ       -  NAVESINK LIGHT SOUTH                     308 35 23.8
 KU2802:UTM  18      -  NAVESINK LIGHT SOUTH                     308 15 57.3
 KU2802
 KU2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8678771662(NAD 83)
 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
 KU2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2802.See file dsdata.pdf to determine how the superseded data were derived.
 KU2802
 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  HISTORY     - 20171006 MARK NOT FOUND   NJGS
 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.
 KU2802
 KU2802                          STATION RECOVERY (2017)
 KU2802
 KU2802'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JBV)
 KU2802'POSITION PUTS IT UNDER THE TREES OF A PRIVATE PROPERTY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV0233 ***********************************************************************
 KV0233  DESIGNATION -  PBM 65 33
 KV0233  PID         -  KV0233
 KV0233  STATE/COUNTY-  NJ/UNION
 KV0233  COUNTRY     -  US
 KV0233  USGS QUAD   -  ELIZABETH (2016)
 KV0233
 KV0233                         *CURRENT SURVEY CONTROL
 KV0233  ______________________________________________________________________
 KV0233* NAD 83(1986) POSITION- 40 39 07.4    (N) 074 11 11.3    (W)   HD_HELD2
 KV0233* NAVD 88 ORTHO HEIGHT -     7.441 (meters)       24.41  (feet) ADJUSTED
 KV0233  ______________________________________________________________________
 KV0233  GEOID HEIGHT    -        -32.357 (meters)                     GEOID18
 KV0233  DYNAMIC HEIGHT  -          7.438 (meters)       24.40  (feet) COMP
 KV0233  MODELED GRAVITY -    980,222.8   (mgal)                       NAVD 88
 KV0233
 KV0233  VERT ORDER      -  FIRST     CLASS II
 KV0233
 KV0233.The horizontal coordinates were established by autonomous hand held GPS
 KV0233.observations and have an estimated accuracy of +/- 10 meters.
 KV0233
 KV0233.The orthometric height was determined by differential leveling and
 KV0233.adjusted by the NATIONAL GEODETIC SURVEY
 KV0233.in June 1991.
 KV0233
 KV0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0233.GEOID18 height accuracy estimate available here.
 KV0233
 KV0233.Click photographs - Photos may exist for this station.
 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       -   201,959.      176,514.      MT  (+/- 10 meters HH2 GPS)
 KV0233
 KV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6877700451(NAD 83)
 KV0233
 KV0233                          SUPERSEDED SURVEY CONTROL
 KV0233
 KV0233  NGVD 29 (04/16/92)    7.775  (m)           25.51   (f) ADJUSTED    1 2
 KV0233  NGVD 29 (??/??/87)    7.776  (m)           25.51   (f) SUPERSEDED  1 2
 KV0233
 KV0233.Superseded values are not recommended for survey control.
 KV0233
 KV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0233.See file dsdata.pdf to determine how the superseded data were derived.
 KV0233
 KV0233_MARKER: X = CHISELED CROSS
 KV0233_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0233_SP_SET: STEP
 KV0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0233+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2014
 KV0233
 KV0233  HISTORY     - Date     Condition        Report By
 KV0233  HISTORY     - 1952     MONUMENTED       USACE
 KV0233  HISTORY     - 1952     GOOD             CGS
 KV0233  HISTORY     - 20070224 GOOD             GEOCAC
 KV0233  HISTORY     - 20140626 GOOD             USACE
 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.
 KV0233
 KV0233                          STATION RECOVERY (2007)
 KV0233
 KV0233'RECOVERY NOTE BY GEOCACHING 2007 (ED)
 KV0233'THE CROSS IS IN THE TOP OF THE SOUTHEAST END OF THE BOTTOM STEP OF THE
 KV0233'SOUTHEAST ONE OF THREE ENTRANCES ON THE SOUTHWEST END OF THE CHURCH.
 KV0233
 KV0233                          STATION RECOVERY (2014)
 KV0233
 KV0233'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2014 (MA)
 KV0233'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5050 ***********************************************************************
 KV5050  DESIGNATION -  PBM B 12 33 USE 1944
 KV5050  PID         -  KV5050
 KV5050  STATE/COUNTY-  NJ/MONMOUTH
 KV5050  COUNTRY     -  US
 KV5050  USGS QUAD   -  LONG BRANCH WEST (2016)
 KV5050
 KV5050                         *CURRENT SURVEY CONTROL
 KV5050  ______________________________________________________________________
 KV5050* NAD 83(1996) POSITION- 40 20 22.88976(N) 074 05 36.47347(W)   ADJUSTED
 KV5050* NAVD 88 ORTHO HEIGHT -    37.    (meters)      121.    (feet) SCALED
 KV5050  ______________________________________________________________________
 KV5050  GEOID HEIGHT    -        -32.471 (meters)                     GEOID18
 KV5050  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5050.GEOID18 height accuracy estimate available here.
 KV5050
 KV5050.Click photographs - Photos may exist for this station.
 KV5050
 KV5050.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5050
 KV5050. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999935  x   0.99991468  =   0.99991403
 KV5050!UTM  18      -   0.99999935  x   0.99967298  =   0.99967233
 KV5050
 KV5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7699765855(NAD 83)
 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
 KV5050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5050.See file dsdata.pdf to determine how the superseded data were derived.
 KV5050
 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       USACE
 KV5050  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV5050  HISTORY     - 19970710 MARK NOT FOUND   USPSQD
 KV5050
 KV5050                          STATION DESCRIPTION
 KV5050
 KV5050'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV0215 ***********************************************************************
 KV0215  DESIGNATION -  PBM B 34 33
 KV0215  PID         -  KV0215
 KV0215  STATE/COUNTY-  NJ/UNION
 KV0215  COUNTRY     -  US
 KV0215  USGS QUAD   -  PERTH AMBOY (2016)
 KV0215
 KV0215                         *CURRENT SURVEY CONTROL
 KV0215  ______________________________________________________________________
 KV0215* NAD 83(1986) POSITION- 40 35 56.     (N) 074 16 16.     (W)   SCALED
 KV0215* NAVD 88 ORTHO HEIGHT -     2.441 (meters)        8.01  (feet) ADJUSTED
 KV0215  ______________________________________________________________________
 KV0215  GEOID HEIGHT    -        -32.560 (meters)                     GEOID18
 KV0215  DYNAMIC HEIGHT  -          2.440 (meters)        8.01  (feet) COMP
 KV0215  MODELED GRAVITY -    980,213.8   (mgal)                       NAVD 88
 KV0215
 KV0215  VERT ORDER      -  FIRST     CLASS II
 KV0215
 KV0215.The horizontal coordinates were scaled from a map and have
 KV0215.an estimated accuracy of +/- 6 seconds.
 KV0215
 KV0215.The orthometric height was determined by differential leveling and
 KV0215.adjusted by the NATIONAL GEODETIC SURVEY
 KV0215.in June 1991.
 KV0215
 KV0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0215.GEOID18 height accuracy estimate available here.
 KV0215
 KV0215.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK616944(NAD 83)
 KV0215
 KV0215                          SUPERSEDED SURVEY CONTROL
 KV0215
 KV0215  NGVD 29 (04/16/92)    2.762  (m)            9.06   (f) ADJUSTED    1 2
 KV0215  NGVD 29 (??/??/87)    2.780  (m)            9.12   (f) SUPERSEDED  1 2
 KV0215
 KV0215.Superseded values are not recommended for survey control.
 KV0215
 KV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0215.See file dsdata.pdf to determine how the superseded data were derived.
 KV0215
 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       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV5082 ***********************************************************************
 KV5082  DESIGNATION -  PBM H 14 33 USE 1944
 KV5082  PID         -  KV5082
 KV5082  STATE/COUNTY-  NJ/MONMOUTH
 KV5082  COUNTRY     -  US
 KV5082  USGS QUAD   -  MARLBORO (2016)
 KV5082
 KV5082                         *CURRENT SURVEY CONTROL
 KV5082  ______________________________________________________________________
 KV5082* NAD 83(1996) POSITION- 40 15 20.33401(N) 074 07 36.81656(W)   ADJUSTED
 KV5082* NAVD 88 ORTHO HEIGHT -    73.82  (+/-2cm)      242.2   (feet) VERTCON3
 KV5082  ______________________________________________________________________
 KV5082  GEOID HEIGHT    -        -32.537 (meters)                     GEOID18
 KV5082  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC18
 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
 KV5082.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5082.GEOID18 height accuracy estimate available here.
 KV5082
 KV5082.The vertical order pertains to the NGVD 29 superseded value.
 KV5082
 KV5082.Click photographs - Photos may exist for this station.
 KV5082
 KV5082.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5082
 KV5082. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999352  x   0.99991240  =   0.99990592
 KV5082!UTM  18      -   0.99999352  x   0.99966786  =   0.99966139
 KV5082
 KV5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7424956497(NAD 83)
 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              74.40   (m)          244.1    (f) LEVELING    3  
 KV5082
 KV5082.Superseded values are not recommended for survey control.
 KV5082
 KV5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5082.See file dsdata.pdf to determine how the superseded data were derived.
 KV5082
 KV5082_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5082_SETTING: 7 = SET IN TOP OF 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       USACE
 KV5082
 KV5082                          STATION DESCRIPTION
 KV5082
 KV5082'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4448 ***********************************************************************
 JU4448  DESIGNATION -  PC 66886.73
 JU4448  PID         -  JU4448
 JU4448  STATE/COUNTY-  NJ/CAPE MAY
 JU4448  COUNTRY     -  US
 JU4448  USGS QUAD   -  STONE HARBOR (2019)
 JU4448
 JU4448                         *CURRENT SURVEY CONTROL
 JU4448  ______________________________________________________________________
 JU4448* NAD 83(2011) POSITION- 39 06 15.50190(N) 074 48 04.16699(W)   ADJUSTED
 JU4448* NAD 83(2011) ELLIP HT-   -30.435 (meters)        (06/27/12)   ADJUSTED
 JU4448* NAD 83(2011) EPOCH   -  2010.00
 JU4448* NAVD 88 ORTHO HEIGHT -     4.712 (meters)       15.46  (feet) ADJUSTED
 JU4448  ______________________________________________________________________
 JU4448  GEOID HEIGHT    -        -35.130 (meters)                     GEOID18
 JU4448  NAD 83(2011) X  -  1,299,315.099 (meters)                     COMP
 JU4448  NAD 83(2011) Y  - -4,782,655.906 (meters)                     COMP
 JU4448  NAD 83(2011) Z  -  4,001,290.300 (meters)                     COMP
 JU4448  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 JU4448  DYNAMIC HEIGHT  -          4.709 (meters)       15.45  (feet) COMP
 JU4448  MODELED GRAVITY -    980,068.7   (mgal)                       NAVD 88
 JU4448
 JU4448  VERT ORDER      -  FIRST     CLASS II
 JU4448
 JU4448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4448  Standards:
 JU4448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4448  -------------------------------------------------------------------
 JU4448  NETWORK    0.63   0.92           0.29   0.21   0.47     -0.06013475
 JU4448  -------------------------------------------------------------------
 JU4448  Click here for local accuracies and other accuracy information.
 JU4448
 JU4448.The horizontal coordinates were established by GPS observations
 JU4448.and adjusted by the National Geodetic Survey in June 2012.
 JU4448
 JU4448.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4448.been affixed to the stable North American tectonic plate. See 
 JU4448.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4448
 JU4448.The horizontal coordinates are valid at the epoch date displayed above
 JU4448.which is a decimal equivalence of Year/Month/Day.
 JU4448
 JU4448.The orthometric height was determined by differential leveling and
 JU4448.adjusted by the NATIONAL GEODETIC SURVEY
 JU4448.in May 2012.
 JU4448
 JU4448.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4448.GEOID18 height accuracy estimate available here.
 JU4448
 JU4448.Click photographs - Photos may exist for this station.
 JU4448
 JU4448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4448
 JU4448.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4448
 JU4448.The ellipsoidal height was determined by GPS observations
 JU4448.and is referenced to NAD 83.
 JU4448
 JU4448.The dynamic height is computed by dividing the NAVD 88
 JU4448.geopotential number by the normal gravity value computed on the
 JU4448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4448.degrees latitude (g = 980.6199 gals.).
 JU4448
 JU4448.The modeled gravity was interpolated from observed gravity values.
 JU4448
 JU4448. The following values were computed from the NAD 83(2011) position.
 JU4448
 JU4448;                    North         East     Units Scale Factor Converg.
 JU4448;SPC NJ       -    30,122.178   123,952.736   MT  0.99990835   -0 11 23.8
 JU4448;SPC NJ       -    98,825.85    406,668.27   sFT  0.99990835   -0 11 23.8
 JU4448;UTM  18      - 4,328,370.462   517,192.819   MT  0.99960364   +0 07 31.5
 JU4448
 JU4448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4448!SPC NJ       -   1.00000478  x   0.99990835  =   0.99991312
 JU4448!UTM  18      -   1.00000478  x   0.99960364  =   0.99960841
 JU4448
 JU4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1719228370(NAD 83)
 JU4448
 JU4448                          SUPERSEDED SURVEY CONTROL
 JU4448
 JU4448  NAD 83(2007)-  39 06 15.50222(N)    074 48 04.16771(W) AD(2002.00) 0
 JU4448  ELLIP H (02/10/07)  -30.424  (m)                       GP(2002.00)    
 JU4448  ELLIP H (10/23/02)  -30.403  (m)                       GP(       ) 4 1
 JU4448  NAD 83(1996)-  39 06 15.50215(N)    074 48 04.16752(W) AD(       ) 1
 JU4448  ELLIP H (05/14/99)  -30.420  (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)  -30.520  (m)                       GP(       ) 3 1
 JU4448  NAVD 88 (04/25/94)    4.7    (m)  GEOID93  model used  GPS OBS        
 JU4448
 JU4448.Superseded values are not recommended for survey control.
 JU4448
 JU4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4448.See file dsdata.pdf to determine how the superseded data were derived.
 JU4448
 JU4448_MARKER: Z = SEE DESCRIPTION
 JU4448_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU4448_MARK LOGO: NJDT
 JU4448_PROJECTION: FLUSH
 JU4448_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4448+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2009
 JU4448
 JU4448  HISTORY     - Date     Condition        Report By
 JU4448  HISTORY     - 1992     MONUMENTED       NJDT
 JU4448  HISTORY     - 19920917 GOOD             NJHA
 JU4448  HISTORY     - 19930623 GOOD
 JU4448  HISTORY     - 20090820 GOOD             NJGS
 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.
 JU4448
 JU4448                          STATION RECOVERY (2009)
 JU4448
 JU4448'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 JU4448'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, IN THE GRASS MEDIAN BETWEEN
 JU4448'THE NORTH AND SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AT ABOUT
 JU4448'MILEPOST 11.46.
 JU4448'
 JU4448'THE STATION IS 1 FT (0.3 M) WEST OF A NJGS WITNESS POST, 31 FT (9.4 M)
 JU4448'SOUTH OF THE EXTENDED LEGS FOR A SIGN (RIGHT LANE ENDS) FOR THE SOUTH
 JU4448'BOUND LANES OF THE PARKWAY, 5 FT (1.5 M) WEST OF A MEDIAN GUIDERAIL.
 JU4448'
 JU4448'THE STATION IS A BRASS PLUG, NO STAMPING, SET IN A SQUARE CONCRETE
 JU4448'POST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV6861 ***********************************************************************
 KV6861  DESIGNATION -  PCR 15 66
 KV6861  PID         -  KV6861
 KV6861  STATE/COUNTY-  NJ/HUDSON
 KV6861  COUNTRY     -  US
 KV6861  USGS QUAD   -  ELIZABETH (2016)
 KV6861
 KV6861                         *CURRENT SURVEY CONTROL
 KV6861  ______________________________________________________________________
 KV6861* NAD 83(2011) POSITION- 40 44 06.99578(N) 074 09 02.12403(W)   ADJUSTED
 KV6861* NAD 83(2011) ELLIP HT-   -28.961 (meters)        (06/27/12)   ADJUSTED
 KV6861* NAD 83(2011) EPOCH   -  2010.00
 KV6861* NAVD 88 ORTHO HEIGHT -     3.3   (meters)       11.    (feet) GPS OBS
 KV6861  ______________________________________________________________________
 KV6861  NAVD 88 orthometric height was determined with geoid model    GEOID90
 KV6861  GEOID HEIGHT    -        -32.420 (meters)                     GEOID90
 KV6861  GEOID HEIGHT    -        -32.259 (meters)                     GEOID18
 KV6861  NAD 83(2011) X  -  1,321,798.672 (meters)                     COMP
 KV6861  NAD 83(2011) Y  - -4,655,808.830 (meters)                     COMP
 KV6861  NAD 83(2011) Z  -  4,140,172.956 (meters)                     COMP
 KV6861  LAPLACE CORR    -          5.96  (seconds)                    DEFLEC18
 KV6861
 KV6861  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV6861  Standards:
 KV6861         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV6861            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV6861  -------------------------------------------------------------------
 KV6861  NETWORK    0.51   0.80           0.18   0.23   0.41     -0.13038985
 KV6861  -------------------------------------------------------------------
 KV6861  Click here for local accuracies and other accuracy information.
 KV6861
 KV6861.The horizontal coordinates were established by GPS observations
 KV6861.and adjusted by the National Geodetic Survey in June 2012.
 KV6861
 KV6861.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV6861.been affixed to the stable North American tectonic plate. See 
 KV6861.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV6861
 KV6861.The horizontal coordinates are valid at the epoch date displayed above
 KV6861.which is a decimal equivalence of Year/Month/Day.
 KV6861
 KV6861.The orthometric height was determined by GPS observations and a
 KV6861.high-resolution geoid model.
 KV6861
 KV6861.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV6861.GEOID18 height accuracy estimate available here.
 KV6861
 KV6861.Click photographs - Photos may exist for this station.
 KV6861
 KV6861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6861
 KV6861.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV6861
 KV6861.The ellipsoidal height was determined by GPS observations
 KV6861.and is referenced to NAD 83.
 KV6861
 KV6861. The following values were computed from the NAD 83(2011) position.
 KV6861
 KV6861;                    North         East     Units Scale Factor Converg.
 KV6861;SPC NJ       -   211,211.337   179,512.055   MT  0.99991072   +0 13 40.9
 KV6861;SPC NJ       -   692,949.19    588,949.13   sFT  0.99991072   +0 13 40.9
 KV6861;UTM  18      - 4,509,717.874   571,722.127   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7172209717(NAD 83)
 KV6861
 KV6861                          SUPERSEDED SURVEY CONTROL
 KV6861
 KV6861  NAD 83(2007)-  40 44 06.99598(N)    074 09 02.12481(W) AD(2002.00) 0
 KV6861  ELLIP H (02/10/07)  -28.945  (m)                       GP(2002.00)    
 KV6861  ELLIP H (10/23/02)  -28.942  (m)                       GP(       ) 4 1
 KV6861  NAD 83(1996)-  40 44 06.99622(N)    074 09 02.12506(W) AD(       ) 1
 KV6861  ELLIP H (05/14/99)  -28.933  (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
 KV6861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6861.See file dsdata.pdf to determine how the superseded data were derived.
 KV6861
 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: USACE
 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       USACE
 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 = JULY 24, 2026 22:12:30 EDT
 KV4197 ***********************************************************************
 KV4197  DESIGNATION -  PCR 30 USE 1933
 KV4197  PID         -  KV4197
 KV4197  STATE/COUNTY-  NJ/ESSEX
 KV4197  COUNTRY     -  US
 KV4197  USGS QUAD   -  ORANGE (2016)
 KV4197
 KV4197                         *CURRENT SURVEY CONTROL
 KV4197  ______________________________________________________________________
 KV4197* NAD 83(1996) POSITION- 40 46 38.13129(N) 074 09 03.55515(W)   ADJUSTED
 KV4197* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4197  ______________________________________________________________________
 KV4197  GEOID HEIGHT    -        -32.250 (meters)                     GEOID18
 KV4197  LAPLACE CORR    -          5.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4197.GEOID18 height accuracy estimate available here.
 KV4197
 KV4197.Click photographs - Photos may exist for this station.
 KV4197
 KV4197.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4197
 KV4197. The following values were computed from the NAD 83(1996) position.
 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       -  NEWARK MUT BEN INS BLDG FLAG             220 32 36.9
 KV4197:SPC NY L     -  NEWARK MUT BEN INS BLDG FLAG             220 52 13.0
 KV4197:UTM  18      -  NEWARK MUT BEN INS BLDG FLAG             220 13 01.2
 KV4197
 KV4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7164314377(NAD 83)
 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
 KV4197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4197.See file dsdata.pdf to determine how the superseded data were derived.
 KV4197
 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       USACE
 KV4197  HISTORY     - 1933     GOOD             CGS
 KV4197
 KV4197                          STATION DESCRIPTION
 KV4197
 KV4197'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4199 ***********************************************************************
 KV4199  DESIGNATION -  PCR 37 USE 1933
 KV4199  PID         -  KV4199
 KV4199  STATE/COUNTY-  NJ/HUDSON
 KV4199  COUNTRY     -  US
 KV4199  USGS QUAD   -  ORANGE (2016)
 KV4199
 KV4199                         *CURRENT SURVEY CONTROL
 KV4199  ______________________________________________________________________
 KV4199* NAD 83(1996) POSITION- 40 46 44.14075(N) 074 08 49.97036(W)   ADJUSTED
 KV4199* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 KV4199  ______________________________________________________________________
 KV4199  GEOID HEIGHT    -        -32.238 (meters)                     GEOID18
 KV4199  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4199.GEOID18 height accuracy estimate available here.
 KV4199
 KV4199.Click photographs - Photos may exist for this station.
 KV4199
 KV4199.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4199
 KV4199. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000323  x   0.99991091  =   0.99991414
 KV4199!SPC NY L     -   1.00000323  x   0.99999567  =   0.99999890
 KV4199!UTM  18      -   1.00000323  x   0.99966373  =   0.99966695
 KV4199
 KV4199:                Primary Azimuth Mark                     Grid Az
 KV4199:SPC NJ       -  SPIRE                                    350 46 05.0
 KV4199:SPC NY L     -  SPIRE                                    351 05 41.1
 KV4199:UTM  18      -  SPIRE                                    350 26 29.2
 KV4199
 KV4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7196014566(NAD 83)
 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
 KV4199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4199.See file dsdata.pdf to determine how the superseded data were derived.
 KV4199
 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       USACE
 KV4199  HISTORY     - 1934     GOOD             USACE
 KV4199  HISTORY     - 20010423 GOOD             USPSQD
 KV4199  HISTORY     - 20051127 MARK NOT FOUND   GEOCAC
 KV4199
 KV4199                          STATION DESCRIPTION
 KV4199
 KV4199'DESCRIBED BY US ARMY CORPS OF 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4191 ***********************************************************************
 KV4191  DESIGNATION -  PCR 52 USE 1933
 KV4191  PID         -  KV4191
 KV4191  STATE/COUNTY-  NJ/ESSEX
 KV4191  COUNTRY     -  US
 KV4191  USGS QUAD   -  ORANGE (2016)
 KV4191
 KV4191                         *CURRENT SURVEY CONTROL
 KV4191  ______________________________________________________________________
 KV4191* NAD 83(1996) POSITION- 40 49 11.27519(N) 074 07 56.96701(W)   ADJUSTED
 KV4191* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4191  ______________________________________________________________________
 KV4191  GEOID HEIGHT    -        -32.184 (meters)                     GEOID18
 KV4191  LAPLACE CORR    -          6.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4191.GEOID18 height accuracy estimate available here.
 KV4191
 KV4191.Click photographs - Photos may exist for this station.
 KV4191
 KV4191.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4191
 KV4191. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000510  x   0.99991183  =   0.99991693
 KV4191!SPC NY L     -   1.00000510  x   0.99999504  =   1.00000014
 KV4191!UTM  18      -   1.00000510  x   0.99966587  =   0.99967097
 KV4191
 KV4191:                Primary Azimuth Mark                     Grid Az
 KV4191:SPC NJ       -  FRANK                                    158 20 02.1
 KV4191:SPC NY L     -  FRANK                                    158 39 38.9
 KV4191:UTM  18      -  FRANK                                    158 00 25.3
 KV4191
 KV4191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7315719115(NAD 83)
 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                               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
 KV4191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4191.See file dsdata.pdf to determine how the superseded data were derived.
 KV4191
 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       USACE
 KV4191
 KV4191                          STATION DESCRIPTION
 KV4191
 KV4191'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4188 ***********************************************************************
 KV4188  DESIGNATION -  PCR 54 USE 1933
 KV4188  PID         -  KV4188
 KV4188  STATE/COUNTY-  NJ/PASSAIC
 KV4188  COUNTRY     -  US
 KV4188  USGS QUAD   -  ORANGE (2016)
 KV4188
 KV4188                         *CURRENT SURVEY CONTROL
 KV4188  ______________________________________________________________________
 KV4188* NAD 83(1996) POSITION- 40 49 16.14348(N) 074 07 37.07199(W)   ADJUSTED
 KV4188* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 KV4188  ______________________________________________________________________
 KV4188  GEOID HEIGHT    -        -32.166 (meters)                     GEOID18
 KV4188  LAPLACE CORR    -          6.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4188.GEOID18 height accuracy estimate available here.
 KV4188
 KV4188.Click photographs - Photos may exist for this station.
 KV4188
 KV4188.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4188
 KV4188. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7362219270(NAD 83)
 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
 KV4188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4188.See file dsdata.pdf to determine how the superseded data were derived.
 KV4188
 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       USACE
 KV4188  HISTORY     - 1933     GOOD             CGS
 KV4188  HISTORY     - 20060413 MARK NOT FOUND   GEOCAC
 KV4188
 KV4188                          STATION DESCRIPTION
 KV4188
 KV4188'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4190 ***********************************************************************
 KV4190  DESIGNATION -  PCR 61 USE 1933
 KV4190  PID         -  KV4190
 KV4190  STATE/COUNTY-  NJ/BERGEN
 KV4190  COUNTRY     -  US
 KV4190  USGS QUAD   -  ORANGE (2016)
 KV4190
 KV4190                         *CURRENT SURVEY CONTROL
 KV4190  ______________________________________________________________________
 KV4190* NAD 83(1996) POSITION- 40 49 12.15042(N) 074 07 34.63054(W)   ADJUSTED
 KV4190* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 KV4190  ______________________________________________________________________
 KV4190  GEOID HEIGHT    -        -32.165 (meters)                     GEOID18
 KV4190  LAPLACE CORR    -          6.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4190.GEOID18 height accuracy estimate available here.
 KV4190
 KV4190.Click photographs - Photos may exist for this station.
 KV4190
 KV4190.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4190
 KV4190. The following values were computed from the NAD 83(1996) position.
 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       -  NUTLEY GRACE CHURCH SPIRE                266 58 46.6
 KV4190:SPC NY L     -  NUTLEY GRACE CHURCH SPIRE                267 18 23.5
 KV4190:UTM  18      -  NUTLEY GRACE CHURCH SPIRE                266 39 09.9
 KV4190
 KV4190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7368019147(NAD 83)
 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
 KV4190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4190.See file dsdata.pdf to determine how the superseded data were derived.
 KV4190
 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       USACE
 KV4190
 KV4190                          STATION DESCRIPTION
 KV4190
 KV4190'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV3998 ***********************************************************************
 KV3998  DESIGNATION -  PCR 68 USE 1933
 KV3998  PID         -  KV3998
 KV3998  STATE/COUNTY-  NJ/PASSAIC
 KV3998  COUNTRY     -  US
 KV3998  USGS QUAD   -  WEEHAWKEN (2016)
 KV3998
 KV3998                         *CURRENT SURVEY CONTROL
 KV3998  ______________________________________________________________________
 KV3998* NAD 83(1996) POSITION- 40 50 50.25164(N) 074 07 18.54452(W)   ADJUSTED
 KV3998* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV3998  ______________________________________________________________________
 KV3998  GEOID HEIGHT    -        -32.142 (meters)                     GEOID18
 KV3998  LAPLACE CORR    -          6.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3998.GEOID18 height accuracy estimate available here.
 KV3998
 KV3998.Click photographs - Photos may exist for this station.
 KV3998
 KV3998.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3998
 KV3998. The following values were computed from the NAD 83(1996) position.
 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  =   0.99991713
 KV3998!SPC NY L     -   1.00000462  x   0.99999490  =   0.99999952
 KV3998!UTM  18      -   1.00000462  x   0.99966745  =   0.99967207
 KV3998
 KV3998:                Primary Azimuth Mark                     Grid Az
 KV3998:SPC NJ       -  PASSAIC JUNIOR HIGH SCHOOL CUP           154 02 27.5
 KV3998:SPC NY L     -  PASSAIC JUNIOR HIGH SCHOOL CUP           154 22 04.8
 KV3998:UTM  18      -  PASSAIC JUNIOR HIGH SCHOOL CUP           153 42 50.2
 KV3998
 KV3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7402722176(NAD 83)
 KV3998
 KV3998|---------------------------------------------------------------------|
 KV3998| PID    Reference Object                     Distance      Geod. Az  |
 KV3998|                                                           dddmmss.s |
 KV3998| KV3951 PASSAIC WOOLEN SPINNING CO TK       APPROX. 1.9 KM 0375105.0 |
 KV3998| KV3986 PASSAIC JUNIOR HIGH SCHOOL CUP      APPROX. 1.3 KM 1541718.0 |
 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
 KV3998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3998.See file dsdata.pdf to determine how the superseded data were derived.
 KV3998
 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       USACE
 KV3998
 KV3998                          STATION DESCRIPTION
 KV3998
 KV3998'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4266 ***********************************************************************
 KV4266  DESIGNATION -  PCR 7
 KV4266  PID         -  KV4266
 KV4266  STATE/COUNTY-  NJ/HUDSON
 KV4266  COUNTRY     -  US
 KV4266  USGS QUAD   -  JERSEY CITY (2019)
 KV4266
 KV4266                         *CURRENT SURVEY CONTROL
 KV4266  ______________________________________________________________________
 KV4266* NAD 83(1996) POSITION- 40 44 32.84543(N) 074 07 13.33249(W)   ADJUSTED
 KV4266* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4266  ______________________________________________________________________
 KV4266  GEOID HEIGHT    -        -32.169 (meters)                     GEOID18
 KV4266  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4266.GEOID18 height accuracy estimate available here.
 KV4266
 KV4266.Click photographs - Photos may exist for this station.
 KV4266
 KV4266.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4266
 KV4266. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000463  x   0.99991265  =   0.99991728
 KV4266!SPC NY L     -   1.00000463  x   0.99999666  =   1.00000129
 KV4266!UTM  18      -   1.00000463  x   0.99966789  =   0.99967252
 KV4266
 KV4266:                Primary Azimuth Mark                     Grid Az
 KV4266:SPC NJ       -  KIN                                      298 03 58.6
 KV4266:SPC NY L     -  KIN                                      298 23 34.0
 KV4266:UTM  18      -  KIN                                      297 44 23.7
 KV4266
 KV4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7426510540(NAD 83)
 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
 KV4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4266.See file dsdata.pdf to determine how the superseded data were derived.
 KV4266
 KV4266_MARKER: Z = SEE DESCRIPTION
 KV4266_SETTING: 0 = UNSPECIFIED SETTING
 KV4266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4266+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2018
 KV4266
 KV4266  HISTORY     - Date     Condition        Report By
 KV4266  HISTORY     - 1933     MONUMENTED       USACE
 KV4266  HISTORY     - 1934     GOOD             CGS
 KV4266  HISTORY     - 1983     GOOD             LOCENG
 KV4266  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV4266  HISTORY     - 20180112 GOOD             PORANY
 KV4266
 KV4266                          STATION DESCRIPTION
 KV4266
 KV4266'DESCRIBED BY US ARMY CORPS OF 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.
 KV4266
 KV4266                          STATION RECOVERY (2018)
 KV4266
 KV4266'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2018 (BAO)
 KV4266'THE PLUG IS APPROXIMATELY 15 INCHES (38 CM) SOUTH OF A CORPS OF
 KV4266'ENGINEERS DISC SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3997 ***********************************************************************
 KV3997  DESIGNATION -  PCR 75 USE 1933
 KV3997  PID         -  KV3997
 KV3997  STATE/COUNTY-  NJ/BERGEN
 KV3997  COUNTRY     -  US
 KV3997  USGS QUAD   -  WEEHAWKEN (2016)
 KV3997
 KV3997                         *CURRENT SURVEY CONTROL
 KV3997  ______________________________________________________________________
 KV3997* NAD 83(1996) POSITION- 40 50 47.94451(N) 074 07 15.05646(W)   ADJUSTED
 KV3997* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV3997  ______________________________________________________________________
 KV3997  GEOID HEIGHT    -        -32.139 (meters)                     GEOID18
 KV3997  LAPLACE CORR    -          6.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3997.GEOID18 height accuracy estimate available here.
 KV3997
 KV3997.Click photographs - Photos may exist for this station.
 KV3997
 KV3997.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3997
 KV3997. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000415  x   0.99991258  =   0.99991673
 KV3997!SPC NY L     -   1.00000415  x   0.99999490  =   0.99999905
 KV3997!UTM  18      -   1.00000415  x   0.99966760  =   0.99967175
 KV3997
 KV3997:                Primary Azimuth Mark                     Grid Az
 KV3997:SPC NJ       -  RUBBER                                   011 07 04.0
 KV3997:SPC NY L     -  RUBBER                                   011 26 41.3
 KV3997:UTM  18      -  RUBBER                                   010 47 26.6
 KV3997
 KV3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7410922106(NAD 83)
 KV3997
 KV3997|---------------------------------------------------------------------|
 KV3997| PID    Reference Object                     Distance      Geod. Az  |
 KV3997|                                                           dddmmss.s |
 KV3997| KV3954 RUBBER                              APPROX. 1.5 KM 0112156.7 |
 KV3997| KV3998 PCR 68 USE 1933                     108.360 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
 KV3997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3997.See file dsdata.pdf to determine how the superseded data were derived.
 KV3997
 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       USACE
 KV3997  HISTORY     - 20071008 MARK NOT FOUND   GEOCAC
 KV3997
 KV3997                          STATION DESCRIPTION
 KV3997
 KV3997'DESCRIBED BY US ARMY CORPS OF 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.
 KV3997
 KV3997                          STATION RECOVERY (2007)
 KV3997
 KV3997'RECOVERY NOTE BY GEOCACHING 2007 (PR)
 KV3997'RAILROAD IS ABANDONED.  BRIDGE WAS DESTROYED WHEN RTE 21 AS BUILT.
 KV3997'ABUTMENT IN EAST RUTHERFORD HAS BEEN DESTROYED.  STATION SHOULD BE
 KV3997'CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3989 ***********************************************************************
 KV3989  DESIGNATION -  PCR 77 USE 1933
 KV3989  PID         -  KV3989
 KV3989  STATE/COUNTY-  NJ/BERGEN
 KV3989  COUNTRY     -  US
 KV3989  USGS QUAD   -  WEEHAWKEN (2016)
 KV3989
 KV3989                         *CURRENT SURVEY CONTROL
 KV3989  ______________________________________________________________________
 KV3989* NAD 83(1996) POSITION- 40 51 04.01438(N) 074 07 07.46767(W)   ADJUSTED
 KV3989* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 KV3989  ______________________________________________________________________
 KV3989  GEOID HEIGHT    -        -32.131 (meters)                     GEOID18
 KV3989  LAPLACE CORR    -          6.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3989.GEOID18 height accuracy estimate available here.
 KV3989
 KV3989.Click photographs - Photos may exist for this station.
 KV3989
 KV3989.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3989
 KV3989. The following values were computed from the NAD 83(1996) position.
 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 39.2
 KV3989:SPC NY L     -  E RUTHERFORD STAND BLEACH CHIM           160 02 16.6
 KV3989:UTM  18      -  E RUTHERFORD STAND BLEACH CHIM           159 23 01.8
 KV3989
 KV3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7428222603(NAD 83)
 KV3989
 KV3989|---------------------------------------------------------------------|
 KV3989| PID    Reference Object                     Distance      Geod. Az  |
 KV3989|                                                           dddmmss.s |
 KV3989| KV3975 E RUTHERFORD STAND BLEACH CHIM      APPROX. 0.9 KM 1595737.0 |
 KV3989| KV4209 DELAWANNA GOODLATTE OILCL CHIM      APPROX. 2.3 KM 2045939.7 |
 KV3989| KV4216 PASSAIC PEOPLES BANK SMOKEPIPE      APPROX. 1.3 KM 3290321.3 |
 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
 KV3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3989.See file dsdata.pdf to determine how the superseded data were derived.
 KV3989
 KV3989_MARKER: DD = SURVEY DISK
 KV3989_SETTING: 21 = 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       USACE
 KV3989
 KV3989                          STATION DESCRIPTION
 KV3989
 KV3989'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4257 ***********************************************************************
 KV4257  DESIGNATION -  PCR 8
 KV4257  PID         -  KV4257
 KV4257  STATE/COUNTY-  NJ/ESSEX
 KV4257  COUNTRY     -  US
 KV4257  USGS QUAD   -  JERSEY CITY (2019)
 KV4257
 KV4257                         *CURRENT SURVEY CONTROL
 KV4257  ______________________________________________________________________
 KV4257* NAD 83(1996) POSITION- 40 44 26.22110(N) 074 07 17.89180(W)   ADJUSTED
 KV4257* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4257  ______________________________________________________________________
 KV4257  GEOID HEIGHT    -        -32.173 (meters)                     GEOID18
 KV4257  LAPLACE CORR    -          6.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4257.GEOID18 height accuracy estimate available here.
 KV4257
 KV4257.Click photographs - Photos may exist for this station.
 KV4257
 KV4257.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4257
 KV4257. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000463  x   0.99991256  =   0.99991719
 KV4257!SPC NY L     -   1.00000463  x   0.99999672  =   1.00000135
 KV4257!UTM  18      -   1.00000463  x   0.99966769  =   0.99967232
 KV4257
 KV4257:                Primary Azimuth Mark                     Grid Az
 KV4257:SPC NJ       -  KIN                                      302 23 59.8
 KV4257:SPC NY L     -  KIN                                      302 43 35.2
 KV4257:UTM  18      -  KIN                                      302 04 25.0
 KV4257
 KV4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7416010334(NAD 83)
 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
 KV4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4257.See file dsdata.pdf to determine how the superseded data were derived.
 KV4257
 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       USACE
 KV4257  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV4257
 KV4257                          STATION DESCRIPTION
 KV4257
 KV4257'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU4372 ***********************************************************************
 JU4372  DESIGNATION -  PEACE
 JU4372  PID         -  JU4372
 JU4372  STATE/COUNTY-  NJ/ATLANTIC
 JU4372  COUNTRY     -  US
 JU4372  USGS QUAD   -  NEWTONVILLE (2019)
 JU4372
 JU4372                         *CURRENT SURVEY CONTROL
 JU4372  ______________________________________________________________________
 JU4372* NAD 83(2011) POSITION- 39 32 22.76145(N) 074 45 34.41078(W)   ADJUSTED
 JU4372* NAD 83(2011) ELLIP HT-   -18.609 (meters)        (06/27/12)   ADJUSTED
 JU4372* NAD 83(2011) EPOCH   -  2010.00
 JU4372* NAVD 88 ORTHO HEIGHT -    15.1   (meters)       50.    (feet) GPS OBS
 JU4372  ______________________________________________________________________
 JU4372  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4372  GEOID HEIGHT    -        -33.970 (meters)                     GEOID93
 JU4372  GEOID HEIGHT    -        -33.687 (meters)                     GEOID18
 JU4372  NAD 83(2011) X  -  1,294,738.491 (meters)                     COMP
 JU4372  NAD 83(2011) Y  - -4,752,169.737 (meters)                     COMP
 JU4372  NAD 83(2011) Z  -  4,038,688.027 (meters)                     COMP
 JU4372  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 JU4372
 JU4372  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4372  Standards:
 JU4372         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4372            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4372  -------------------------------------------------------------------
 JU4372  NETWORK    0.45   0.84           0.20   0.16   0.43     -0.11391802
 JU4372  -------------------------------------------------------------------
 JU4372  Click here for local accuracies and other accuracy information.
 JU4372
 JU4372.The horizontal coordinates were established by GPS observations
 JU4372.and adjusted by the National Geodetic Survey in June 2012.
 JU4372
 JU4372.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4372.been affixed to the stable North American tectonic plate. See 
 JU4372.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4372
 JU4372.The horizontal coordinates are valid at the epoch date displayed above
 JU4372.which is a decimal equivalence of Year/Month/Day.
 JU4372
 JU4372.The orthometric height was determined by GPS observations and a
 JU4372.high-resolution geoid model.
 JU4372
 JU4372.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4372.GEOID18 height accuracy estimate available here.
 JU4372
 JU4372.Click photographs - Photos may exist for this station.
 JU4372
 JU4372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4372
 JU4372.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4372
 JU4372.The ellipsoidal height was determined by GPS observations
 JU4372.and is referenced to NAD 83.
 JU4372
 JU4372. The following values were computed from the NAD 83(2011) position.
 JU4372
 JU4372;                    North         East     Units Scale Factor Converg.
 JU4372;SPC NJ       -    78,439.593   127,689.390   MT  0.99990613   -0 09 54.9
 JU4372;SPC NJ       -   257,347.23    418,927.61   sFT  0.99990613   -0 09 54.9
 JU4372;UTM  18      - 4,376,693.165   520,661.178   MT  0.99960526   +0 09 11.0
 JU4372
 JU4372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4372!SPC NJ       -   1.00000292  x   0.99990613  =   0.99990905
 JU4372!UTM  18      -   1.00000292  x   0.99960526  =   0.99960818
 JU4372
 JU4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2066176693(NAD 83)
 JU4372
 JU4372                          SUPERSEDED SURVEY CONTROL
 JU4372
 JU4372  NAD 83(2007)-  39 32 22.76182(N)    074 45 34.41147(W) AD(2002.00) 0
 JU4372  ELLIP H (02/10/07)  -18.601  (m)                       GP(2002.00)    
 JU4372  ELLIP H (10/23/02)  -18.578  (m)                       GP(       ) 4 1
 JU4372  NAD 83(1996)-  39 32 22.76175(N)    074 45 34.41166(W) AD(       ) 1
 JU4372  ELLIP H (05/14/99)  -18.584  (m)                       GP(       ) 4 1
 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
 JU4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4372.See file dsdata.pdf to determine how the superseded data were derived.
 JU4372
 JU4372_MARKER: DD = SURVEY DISK
 JU4372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 05, 2019
 JU4372
 JU4372  HISTORY     - Date     Condition        Report By
 JU4372  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4372  HISTORY     - 20110429 GOOD             INDIV
 JU4372  HISTORY     - 20190705 GOOD             NJGS
 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.
 JU4372
 JU4372                          STATION RECOVERY (2011)
 JU4372
 JU4372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (HBH)
 JU4372'RECOVERED IN GOOD CONDITION. THE STATION IS ABOUT 12 CM BELOW GROUND
 JU4372'AND IS 12.7 FT WEST SOUTHWEST OF THE EDGE OF THE PAVEMENT ON CREEK
 JU4372'ROAD. THE STOP SIGN HAS BEEN RELOCATED AND THE STATION IS NOW 37.25 FT
 JU4372'NORTHWEST OF THE STOP SIGN.
 JU4372'THE STATION IS 60.0 FT WEST OF THE CENTER OF ELWOOD-WEYMOUTH ROAD,
 JU4372'38.88 FT NORTHEAST OF A CONCRETE PROPERTY MONUMENT AND 41.25 FT SOUTH
 JU4372'OF U.S. ARMY CORPS OF ENGINEERS MONUMENT 15/12. THE CONCRETE PROPERTY
 JU4372'MONUMENT IS SET ONLY A FEW INCHES INTO THE SANDY SOIL AND CAN BE
 JU4372'EASILY MOVED.
 JU4372
 JU4372                          STATION RECOVERY (2019)
 JU4372
 JU4372'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU4372'THE STATION IS 66 FT (20.1 M) WEST OF THE CENTER OF ELWOOD WEYMOUTH
 JU4372'ROAD, 38.85 FT (11.8 M) SOUTH-SOUTHEAST OF US ARMY CORPS OF ENGINEERS
 JU4372'MONUMENT 15 12.  THE PROPERTY MONUMENT WAS NOT FOUND.  GROWING TREES
 JU4372'MAY INTERFERE IN GPS CAPABILITY.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2669 ***********************************************************************
 JU2669  DESIGNATION -  PEAHALL
 JU2669  PID         -  JU2669
 JU2669  STATE/COUNTY-  NJ/OCEAN
 JU2669  COUNTRY     -  US
 JU2669  USGS QUAD   -  BEACH HAVEN (2019)
 JU2669
 JU2669                         *CURRENT SURVEY CONTROL
 JU2669  ______________________________________________________________________
 JU2669* NAD 83(1996) POSITION- 39 36 16.47663(N) 074 12 37.43431(W)   ADJUSTED
 JU2669* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2669  ______________________________________________________________________
 JU2669  GEOID HEIGHT    -        -33.692 (meters)                     GEOID18
 JU2669  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2669.GEOID18 height accuracy estimate available here.
 JU2669
 JU2669.Click photographs - Photos may exist for this station.
 JU2669
 JU2669.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2669
 JU2669. The following values were computed from the NAD 83(1996) position.
 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  =   0.99966176
 JU2669
 JU2669:                Primary Azimuth Mark                     Grid Az
 JU2669:SPC NJ       -  TERRACE                                  219 30 01.9
 JU2669:UTM  18      -  TERRACE                                  219 10 54.3
 JU2669
 JU2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6778784168(NAD 83)
 JU2669
 JU2669|---------------------------------------------------------------------|
 JU2669| PID    Reference Object                     Distance      Geod. Az  |
 JU2669|                                                           dddmmss.s |
 JU2669| CB2823 PEAHALL RM 1                         56.845 METERS 08741     |
 JU2669| CB2824 PEAHALL RM 2                         56.205 METERS 15218     |
 JU2669| CB2825 PEAHALL RM 3 AZIMUTH                               19719     |
 JU2669| JU0196 TERRACE                             APPROX. 2.5 KM 2194106.5 |
 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
 JU2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2669.See file dsdata.pdf to determine how the superseded data were derived.
 JU2669
 JU2669_MARKER: DS = TRIANGULATION STATION DISK
 JU2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2669_STAMPING: PEAHALL 1932
 JU2669_MARK LOGO: CGS
 JU2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2669+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 JU2867 ***********************************************************************
 JU2867  DESIGNATION -  PECK
 JU2867  PID         -  JU2867
 JU2867  STATE/COUNTY-  NJ/CAPE MAY
 JU2867  COUNTRY     -  US
 JU2867  USGS QUAD   -  MARMORA (2019)
 JU2867
 JU2867                         *CURRENT SURVEY CONTROL
 JU2867  ______________________________________________________________________
 JU2867* NAD 83(1996) POSITION- 39 15 39.14979(N) 074 38 27.18031(W)   ADJUSTED
 JU2867* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2867  ______________________________________________________________________
 JU2867  GEOID HEIGHT    -        -34.628 (meters)                     GEOID18
 JU2867  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2867.GEOID18 height accuracy estimate available here.
 JU2867
 JU2867.Click photographs - Photos may exist for this station.
 JU2867
 JU2867.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2867
 JU2867. The following values were computed from the NAD 83(1996) position.
 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  =   0.99990700
 JU2867!UTM  18      -   1.00000518  x   0.99961182  =   0.99961700
 JU2867
 JU2867:                Primary Azimuth Mark                     Grid Az
 JU2867:SPC NJ       -  OCEAN CITY FLANDERS HOTEL CUP            074 52 57.0
 JU2867:UTM  18      -  OCEAN CITY FLANDERS HOTEL CUP            074 33 57.8
 JU2867
 JU2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3098245788(NAD 83)
 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
 JU2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2867.See file dsdata.pdf to determine how the superseded data were derived.
 JU2867
 JU2867_MARKER: DS = TRIANGULATION STATION DISK
 JU2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2867_STAMPING: PECK 1936
 JU2867_MARK LOGO: CGS
 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 NO. 4
 JU2867'AND ROAD TO OCEAN CITY AND PECK BEACH, 8.84 METERS (29.0 FEET) NE OF
 JU2867'THE CENTER LINE OF THE HIGHWAY.
 JU2867'
 JU2867'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JU2867'MONUMENT STAMPED PECK - 1936 WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JU2867'
 JU2867'REFERENCE MARK NO.1, IN NE SHOULDER OF ROAD SE OF STATION, IS MARKED
 JU2867'BY A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT STAMPED NO.1
 JU2867'- PECK - 1936 WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JU2867'
 JU2867'REFERENCE MARK NO. 2, IN THE NE SHOULDER OF THE ROAD NW OF STATION, IS
 JU2867'MARKED BY A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 JU2867'STAMPED NO. 2 - PECK - 1936 WHICH PROJECTS 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 TAPE AND
 JU2867'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 JU2867'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 HIGHWAY.  REFERENCE
 JU2867'MARK 2 IS 26.4 FEET NE OF THE CENTER LINE OF THE HIGHWAY AND 20.5 FEET
 JU2867'NW OF TELEPHONE POLE NO. 2511.
 JU2867'
 JU2867'STATION AND REFERENCE MARKS ARE 1.0 FOOT BELOW THE SURFACE OF THE
 JU2867'GROUND.  A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET E OF THE
 JU2867'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 MARK AND
 JU2867'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.  THE STATION MARKER AND
 JU2867'REFERENCE MARK NO 1 WERE RECOVERED.  AN ANGLE DIFFERENCE OF 3 MINUTES
 JU2867'IN DIRECTION AND 0.008 METERS IN DISTANCE TO THE REFERENCE MARK.  A
 JU2867'NEW AZIMUTH WAS ESTABLISHED BY OBSERVATION OF LANDMARKS IN OCEAN CITY.
 JU2867'A NEW REFERENCE MARK NO 3 WAS SET.
 JU2867'
 JU2867'THE STATION IS LOCATED ABOUT 21.0 KM (13.0 MI) SOUTHWEST OF ATLANTIC
 JU2867'CITY, 8 KM (5 MI) WEST-SOUTHWEST OF OCEAN CITY AND 0.75 KM (0.5 MI)
 JU2867'SOUTH OF MARMORA.  OWNERSHIP--HIGHWAY RIGHT OF WAY
 JU2867'
 JU2867'TO REACH THE STATION FROM THE POST OFFICE IN MARMORA, GO NORTHWEST ON
 JU2867'U.S. HIGHWAY 9 FOR 0.3 KM (0.2 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT A
 JU2867'GO SOUTHEAST ON COUNTY ROAD 623 FOR 0.5 KM (0.3 MI) TO THE GARDEN
 JU2867'STATE PARKWAY.  CONTINUE SOUTHEAST FOR 0.25 KM (0.15 MI) TO THE
 JU2867'STATION ON THE LEFT.
 JU2867'
 JU2867'THE STATION IS A STANDARD CGS DISK STAMPED ---PECK 1936---, SET INTO
 JU2867'THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON SIDE RECESSED 50 CM
 JU2867'BELOW GROUND.  LOCATED 32.4 METERS (106.2 FT) NORTHWEST FROM A POWER
 JU2867'POLE 2513 26.2 METERS (85.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 JU2867'AN ABANDONED HOUSE, 25.1 METERS (82.4 FT) NORTHEAST FROM A WITNESS
 JU2867'POST, 15.2 METERS (50.0 FT) SOUTHEAST FROM A POWER POLE 2511 8.7
 JU2867'METERS (28.5 FT) NORTHEAST FROM THE CENTER OF THE ROAD.
 JU2867'
 JU2867'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED
 JU2867'---PECK NO 1 1936---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2867'20 CM ON A SIDE RECESSED 8 CM BELOW GROUND.  LOCATED 17.0 METERS
 JU2867'(55.8 FT) WEST FROM THE SOUTHWEST CORNER OF THE HOUSE, 14.6 METERS
 JU2867'(47.8 FT) SOUTH FROM THE NORTHWEST CORNER OF THE HOUSE, 6.9 METERS
 JU2867'(22.6 FT) NORTHEAST FROM THE CENTER OF THE ROAD AND 5.5 METERS
 JU2867'(18.2 FT) NORTHWEST FROM A POWER POLE 2513 MARK IS 0.3 METERS ABOVE
 JU2867'THE STATION.
 JU2867'
 JU2867'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED
 JU2867'---PECK 1936 NO 3 1983---, SET INTO THE TOP OF A ROUND CONCRETE
 JU2867'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 25.9 METERS
 JU2867'(85.1 FT) SOUTHEAST FROM A POWER POLE 6299, 16.4 METERS (53.7 FT)
 JU2867'SOUTHWEST FROM THE CENTER OF THE ROAD, 2.4 METERS (8.0 FT) NORTHEAST
 JU2867'FROM THE EDGE OF THE SWAMP AND 1.0 METERS (3.4 FT) SOUTHEAST FROM A
 JU2867'WITNESS POST.  MARK IS 0.3 METERS BELOW THE STATION.
 JU2867'
 JU2867'AZIMUTH MARK NO. 1 IS A STANDARD NJGS DISK STAMPED ---2706---, SET
 JU2867'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 CM ON SIDE RECESSED 8 CM
 JU2867'BELOW GROUND.  LOCATED 15.5 METERS (50.8 FT) NORTHWEST FROM A POWER
 JU2867'POLE 03249, 13.0 METERS (42.3 FT) NORTHEAST FROM THE EXTENDED CENTER
 JU2867'OF COUNTY ROAD 623, 10.3 METERS (33.7 FT) SOUTH FROM THE SOUTHWEST
 JU2867'CORNER OF THE TRINITY METHODIST CHURCH AND 6.2 METERS (20.4 FT)
 JU2867'NORTHWEST FROM THE CENTER OF U.S. HIGHWAY 9.
 JU2867'
 JU2867'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST FOR 0.7 KM
 JU2867'(0.45 MI) ON COUNTY ROAD 623 TO THE TEE JUNCTION WITH U.S. HIGHWAY 9
 JU2867'AND THE STATION AHEAD ACROSS THE ROAD.
 JU2867'
 JU2867'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 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 = JULY 24, 2026 22:12:30 EDT
 JU3308 ***********************************************************************
 JU3308  TIDAL BM    -  This is a Tidal Bench Mark.
 JU3308  DESIGNATION -  PEDRICKTOWN
 JU3308  PID         -  JU3308
 JU3308  STATE/COUNTY-  NJ/SALEM
 JU3308  COUNTRY     -  US
 JU3308  USGS QUAD   -  MARCUS HOOK (2019)
 JU3308
 JU3308                         *CURRENT SURVEY CONTROL
 JU3308  ______________________________________________________________________
 JU3308* NAD 83(1996) POSITION- 39 45 39.42756(N) 075 24 07.74028(W)   ADJUSTED
 JU3308* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3308  ______________________________________________________________________
 JU3308  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 JU3308  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3308.GEOID18 height accuracy estimate available here.
 JU3308
 JU3308.This Tidal Bench Mark is designated as VM 2826
 JU3308.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU3308
 JU3308.Click photographs - Photos may exist for this station.
 JU3308
 JU3308.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3308
 JU3308. The following values were computed from the NAD 83(1996) position.
 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 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       -   1.00000493  x   0.99997354  =   0.99997847
 JU3308!SPC PA S     -   1.00000493  x   1.00003143  =   1.00003636
 JU3308!UTM  18      -   1.00000493  x   0.99961461  =   0.99961953
 JU3308
 JU3308:                Primary Azimuth Mark                     Grid Az
 JU3308:SPC NJ       -  BORELLI                                  003 10 05.0
 JU3308:SPC PA S     -  BORELLI                                  001 04 03.9
 JU3308:UTM  18      -  BORELLI                                  002 50 53.7
 JU3308
 JU3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6555301303(NAD 83)
 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
 JU3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3308.See file dsdata.pdf to determine how the superseded data were derived.
 JU3308
 JU3308_MARKER: DS = TRIANGULATION STATION DISK
 JU3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3308_STAMPING: PEDRICKTON 6.359 1933
 JU3308_MARK LOGO: CGS
 JU3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3308+STABILITY: SURFACE MOTION
 JU3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3308+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 JU3308
 JU3308  HISTORY     - Date     Condition        Report By
 JU3308  HISTORY     - 1933     MONUMENTED       CGS
 JU3308  HISTORY     - 1946     GOOD             CGS
 JU3308  HISTORY     - 20070808 GOOD             UE
 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.
 JU3308
 JU3308                          STATION RECOVERY (2007)
 JU3308
 JU3308'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3308'CB2831 (PEDRICKTOWN RM 1) WAS NOT FOUND. TOP OF CONCRETE ABUTMENT AREA
 JU3308'WHERE THE DISK WAS PROBABLY SET IS BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB8725 ***********************************************************************
 AB8725  DESIGNATION -  PEMBERTON 1
 AB8725  PID         -  AB8725
 AB8725  STATE/COUNTY-  NJ/BURLINGTON
 AB8725  COUNTRY     -  US
 AB8725  USGS QUAD   -  PEMBERTON (2019)
 AB8725
 AB8725                         *CURRENT SURVEY CONTROL
 AB8725  ______________________________________________________________________
 AB8725* NAD 83(2011) POSITION- 39 58 43.99947(N) 074 41 48.08313(W)   ADJUSTED
 AB8725* NAD 83(2011) ELLIP HT-   -13.261 (meters)        (06/27/12)   ADJUSTED
 AB8725* NAD 83(2011) EPOCH   -  2010.00
 AB8725* NAVD 88 ORTHO HEIGHT -    19.4   (meters)       64.    (feet) GPS OBS
 AB8725  ______________________________________________________________________
 AB8725  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8725  GEOID HEIGHT    -        -32.901 (meters)                     GEOID93
 AB8725  GEOID HEIGHT    -        -32.605 (meters)                     GEOID18
 AB8725  NAD 83(2011) X  -  1,291,721.234 (meters)                     COMP
 AB8725  NAD 83(2011) Y  - -4,720,666.011 (meters)                     COMP
 AB8725  NAD 83(2011) Z  -  4,076,181.107 (meters)                     COMP
 AB8725  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 AB8725
 AB8725  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8725  Standards:
 AB8725         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8725            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8725  -------------------------------------------------------------------
 AB8725  NETWORK    0.31   0.59           0.14   0.11   0.30     -0.06569188
 AB8725  -------------------------------------------------------------------
 AB8725  Click here for local accuracies and other accuracy information.
 AB8725
 AB8725.The horizontal coordinates were established by GPS observations
 AB8725.and adjusted by the National Geodetic Survey in June 2012.
 AB8725
 AB8725.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8725.been affixed to the stable North American tectonic plate. See 
 AB8725.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8725
 AB8725.The horizontal coordinates are valid at the epoch date displayed above
 AB8725.which is a decimal equivalence of Year/Month/Day.
 AB8725
 AB8725.The orthometric height was determined by GPS observations and a
 AB8725.high-resolution geoid model.
 AB8725
 AB8725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8725.GEOID18 height accuracy estimate available here.
 AB8725
 AB8725.Click photographs - Photos may exist for this station.
 AB8725
 AB8725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8725
 AB8725.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8725
 AB8725.The ellipsoidal height was determined by GPS observations
 AB8725.and is referenced to NAD 83.
 AB8725
 AB8725. The following values were computed from the NAD 83(2011) position.
 AB8725
 AB8725;                    North         East     Units Scale Factor Converg.
 AB8725;SPC NJ       -   127,189.093   133,200.406   MT  0.99990347   -0 07 34.9
 AB8725;SPC NJ       -   417,286.22    437,008.33   sFT  0.99990347   -0 07 34.9
 AB8725;UTM  18      - 4,425,458.124   525,898.464   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  =   0.99961034
 AB8725
 AB8725:                Primary Azimuth Mark                     Grid Az
 AB8725:SPC NJ       -  PEMBERTON 2                              024 59 34.1
 AB8725:UTM  18      -  PEMBERTON 2                              024 40 17.6
 AB8725
 AB8725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2589825458(NAD 83)
 AB8725
 AB8725|---------------------------------------------------------------------|
 AB8725| PID    Reference Object                     Distance      Geod. Az  |
 AB8725|                                                           dddmmss.s |
 AB8725| AB8726 PEMBERTON 2                         APPROX. 0.6 KM 0245159.2 |
 AB8725|---------------------------------------------------------------------|
 AB8725
 AB8725                          SUPERSEDED SURVEY CONTROL
 AB8725
 AB8725  NAD 83(2007)-  39 58 43.99987(N)    074 41 48.08379(W) AD(2002.00) 0
 AB8725  ELLIP H (02/10/07)  -13.254  (m)                       GP(2002.00)    
 AB8725  ELLIP H (10/23/02)  -13.230  (m)                       GP(       ) 4 1
 AB8725  NAD 83(1996)-  39 58 43.99957(N)    074 41 48.08382(W) AD(       ) 1
 AB8725  ELLIP H (05/14/99)  -13.247  (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)  -13.269  (m)                       GP(       ) 2 1
 AB8725
 AB8725.Superseded values are not recommended for survey control.
 AB8725
 AB8725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8725.See file dsdata.pdf to determine how the superseded data were derived.
 AB8725
 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 = JULY 24, 2026 22:12:30 EDT
 AB8726 ***********************************************************************
 AB8726  DESIGNATION -  PEMBERTON 2
 AB8726  PID         -  AB8726
 AB8726  STATE/COUNTY-  NJ/BURLINGTON
 AB8726  COUNTRY     -  US
 AB8726  USGS QUAD   -  PEMBERTON (2019)
 AB8726
 AB8726                         *CURRENT SURVEY CONTROL
 AB8726  ______________________________________________________________________
 AB8726* NAD 83(2011) POSITION- 39 59 02.06301(N) 074 41 37.19986(W)   ADJUSTED
 AB8726* NAD 83(2011) ELLIP HT-   -16.281 (meters)        (06/27/12)   ADJUSTED
 AB8726* NAD 83(2011) EPOCH   -  2010.00
 AB8726* NAVD 88 ORTHO HEIGHT -    16.3   (meters)       53.    (feet) GPS OBS
 AB8726  ______________________________________________________________________
 AB8726  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB8726  GEOID HEIGHT    -        -32.895 (meters)                     GEOID93
 AB8726  GEOID HEIGHT    -        -32.600 (meters)                     GEOID18
 AB8726  NAD 83(2011) X  -  1,291,875.202 (meters)                     COMP
 AB8726  NAD 83(2011) Y  - -4,720,250.337 (meters)                     COMP
 AB8726  NAD 83(2011) Z  -  4,076,606.069 (meters)                     COMP
 AB8726  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 AB8726
 AB8726  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8726  Standards:
 AB8726         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8726            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8726  -------------------------------------------------------------------
 AB8726  NETWORK    0.31   0.59           0.14   0.11   0.30     -0.07957563
 AB8726  -------------------------------------------------------------------
 AB8726  Click here for local accuracies and other accuracy information.
 AB8726
 AB8726.The horizontal coordinates were established by GPS observations
 AB8726.and adjusted by the National Geodetic Survey in June 2012.
 AB8726
 AB8726.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8726.been affixed to the stable North American tectonic plate. See 
 AB8726.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8726
 AB8726.The horizontal coordinates are valid at the epoch date displayed above
 AB8726.which is a decimal equivalence of Year/Month/Day.
 AB8726
 AB8726.The orthometric height was determined by GPS observations and a
 AB8726.high-resolution geoid model.
 AB8726
 AB8726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8726.GEOID18 height accuracy estimate available here.
 AB8726
 AB8726.Click photographs - Photos may exist for this station.
 AB8726
 AB8726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8726
 AB8726.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8726
 AB8726.The ellipsoidal height was determined by GPS observations
 AB8726.and is referenced to NAD 83.
 AB8726
 AB8726. The following values were computed from the NAD 83(2011) position.
 AB8726
 AB8726;                    North         East     Units Scale Factor Converg.
 AB8726;SPC NJ       -   127,745.604   133,459.826   MT  0.99990337   -0 07 28.0
 AB8726;SPC NJ       -   419,112.04    437,859.45   sFT  0.99990337   -0 07 28.0
 AB8726;UTM  18      - 4,426,015.916   526,154.684   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 34.2
 AB8726:UTM  18      -  PEMBERTON 1                              204 40 17.6
 AB8726
 AB8726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2615426015(NAD 83)
 AB8726
 AB8726|---------------------------------------------------------------------|
 AB8726| PID    Reference Object                     Distance      Geod. Az  |
 AB8726|                                                           dddmmss.s |
 AB8726| AB8725 PEMBERTON 1                         APPROX. 0.6 KM 2045206.2 |
 AB8726|---------------------------------------------------------------------|
 AB8726
 AB8726                          SUPERSEDED SURVEY CONTROL
 AB8726
 AB8726  NAD 83(2007)-  39 59 02.06341(N)    074 41 37.20051(W) AD(2002.00) 0
 AB8726  ELLIP H (02/10/07)  -16.273  (m)                       GP(2002.00)    
 AB8726  ELLIP H (10/23/02)  -16.249  (m)                       GP(       ) 4 1
 AB8726  NAD 83(1996)-  39 59 02.06312(N)    074 41 37.20056(W) AD(       ) 1
 AB8726  ELLIP H (05/14/99)  -16.265  (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)  -16.288  (m)                       GP(       ) 2 1
 AB8726
 AB8726.Superseded values are not recommended for survey control.
 AB8726
 AB8726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8726.See file dsdata.pdf to determine how the superseded data were derived.
 AB8726
 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 = JULY 24, 2026 22:12:30 EDT
 JU0639 ***********************************************************************
 JU0639  DESIGNATION -  PEMBERTON TOWER
 JU0639  PID         -  JU0639
 JU0639  STATE/COUNTY-  NJ/BURLINGTON
 JU0639  COUNTRY     -  US
 JU0639  USGS QUAD   -  PEMBERTON (2019)
 JU0639
 JU0639                         *CURRENT SURVEY CONTROL
 JU0639  ______________________________________________________________________
 JU0639* NAD 83(1986) POSITION- 39 58 26.5    (N) 074 41 07.8    (W)   HD_HELD2
 JU0639* NAVD 88 ORTHO HEIGHT -    24.550 (meters)       80.54  (feet) ADJUSTED
 JU0639  ______________________________________________________________________
 JU0639  GEOID HEIGHT    -        -32.607 (meters)                     GEOID18
 JU0639  DYNAMIC HEIGHT  -         24.540 (meters)       80.51  (feet) COMP
 JU0639  MODELED GRAVITY -    980,193.1   (mgal)                       NAVD 88
 JU0639
 JU0639  VERT ORDER      -  FIRST     CLASS II
 JU0639
 JU0639.The horizontal coordinates were established by autonomous hand held GPS
 JU0639.observations and have an estimated accuracy of +/- 10 meters.
 JU0639
 JU0639.The orthometric height was determined by differential leveling and
 JU0639.adjusted by the NATIONAL GEODETIC SURVEY
 JU0639.in September 1996.
 JU0639
 JU0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0639.GEOID18 height accuracy estimate available here.
 JU0639
 JU0639.Click photographs - Photos may exist for this station.
 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       -   126,647.      134,155.      MT  (+/- 10 meters HH2 GPS)
 JU0639
 JU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2685524921(NAD 83)
 JU0639
 JU0639                          SUPERSEDED SURVEY CONTROL
 JU0639
 JU0639  NAVD 88 (06/15/91)   24.539  (m)           80.51   (f) SUPERSEDED  2 0
 JU0639  NGVD 29 (11/26/84)   24.916  (m)           81.75   (f) ADJUSTED    2 0
 JU0639
 JU0639.Superseded values are not recommended for survey control.
 JU0639
 JU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0639.See file dsdata.pdf to determine how the superseded data were derived.
 JU0639
 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 - July 07, 2008
 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  HISTORY     - 20080707 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.
 JU0639
 JU0639                          STATION RECOVERY (2008)
 JU0639
 JU0639'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 JU0639'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2990 ***********************************************************************
 JU2990  DESIGNATION -  PEMBERTON WATER TANK
 JU2990  PID         -  JU2990
 JU2990  STATE/COUNTY-  NJ/BURLINGTON
 JU2990  COUNTRY     -  US
 JU2990  USGS QUAD   -  PEMBERTON (2019)
 JU2990
 JU2990                         *CURRENT SURVEY CONTROL
 JU2990  ______________________________________________________________________
 JU2990* NAD 83(1996) POSITION- 39 58 26.48672(N) 074 41 07.75222(W)   ADJUSTED
 JU2990  ______________________________________________________________________
 JU2990  GEOID HEIGHT    -        -32.607 (meters)                     GEOID18
 JU2990  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2990.GEOID18 height accuracy estimate available here.
 JU2990
 JU2990.Click photographs - Photos may exist for this station.
 JU2990
 JU2990.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2990
 JU2990. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2685624921(NAD 83)
 JU2990
 JU2990                          SUPERSEDED SURVEY CONTROL
 JU2990
 JU2990  NAD 83(1986)-  39 58 26.48146(N)    074 41 07.75138(W) AD(       ) 3
 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
 JU2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2990.See file dsdata.pdf to determine how the superseded data were derived.
 JU2990
 JU2990_MARKER: 53 = ELEVATED 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 = JULY 24, 2026 22:12:30 EDT
 KU2764 ***********************************************************************
 KU2764  DESIGNATION -  PENINSULA
 KU2764  PID         -  KU2764
 KU2764  STATE/COUNTY-  NJ/MONMOUTH
 KU2764  COUNTRY     -  US
 KU2764  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2764
 KU2764                         *CURRENT SURVEY CONTROL
 KU2764  ______________________________________________________________________
 KU2764* NAD 83(1996) POSITION- 40 21 09.34381(N) 073 59 47.57935(W)   ADJUSTED
 KU2764* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KU2764  ______________________________________________________________________
 KU2764  GEOID HEIGHT    -        -32.640 (meters)                     GEOID18
 KU2764  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2764.GEOID18 height accuracy estimate available here.
 KU2764
 KU2764.Click photographs - Photos may exist for this station.
 KU2764
 KU2764.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2764
 KU2764. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8521267376(NAD 83)
 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
 KU2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2764.See file dsdata.pdf to determine how the superseded data were derived.
 KU2764
 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       USACE
 KU2764  HISTORY     - 1967     POOR             CGS
 KU2764
 KU2764                          STATION DESCRIPTION
 KU2764
 KU2764'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU2612 ***********************************************************************
 JU2612  DESIGNATION -  PENN
 JU2612  PID         -  JU2612
 JU2612  STATE/COUNTY-  NJ/OCEAN
 JU2612  COUNTRY     -  US
 JU2612  USGS QUAD   -  SEASIDE PARK (2019)
 JU2612
 JU2612                         *CURRENT SURVEY CONTROL
 JU2612  ______________________________________________________________________
 JU2612* NAD 83(1996) POSITION- 39 55 15.21808(N) 074 07 05.82336(W)   ADJUSTED
 JU2612* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU2612  ______________________________________________________________________
 JU2612  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 JU2612  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2612.GEOID18 height accuracy estimate available here.
 JU2612
 JU2612.Click photographs - Photos may exist for this station.
 JU2612
 JU2612.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2612
 JU2612. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2612:SPC NJ       -  SEASIDE PARK                             103 29 03.0
 JU2612:UTM  18      -  SEASIDE PARK                             103 09 47.8
 JU2612
 JU2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7535019349(NAD 83)
 JU2612
 JU2612|---------------------------------------------------------------------|
 JU2612| PID    Reference Object                     Distance      Geod. Az  |
 JU2612|                                                           dddmmss.s |
 JU2612| CB2834 PENN RM 1                           105.600 METERS 02201     |
 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 1034344.9 |
 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  USSD        -  39 55 15.21700(N)    074 07 07.20700(W) AD(       ) 3
 JU2612
 JU2612.Superseded values are not recommended for survey control.
 JU2612
 JU2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2612.See file dsdata.pdf to determine how the superseded data were derived.
 JU2612
 JU2612_MARKER: DS = TRIANGULATION STATION DISK
 JU2612_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4675 ***********************************************************************
 KV4675  DESIGNATION -  PENN
 KV4675  PID         -  KV4675
 KV4675  STATE/COUNTY-  NJ/HUDSON
 KV4675  COUNTRY     -  US
 KV4675  USGS QUAD   -  ELIZABETH (2016)
 KV4675
 KV4675                         *CURRENT SURVEY CONTROL
 KV4675  ______________________________________________________________________
 KV4675* NAD 83(1996) POSITION- 40 44 13.00406(N) 074 09 34.18076(W)   ADJUSTED
 KV4675* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4675  ______________________________________________________________________
 KV4675  GEOID HEIGHT    -        -32.283 (meters)                     GEOID18
 KV4675  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4675.GEOID18 height accuracy estimate available here.
 KV4675
 KV4675.Click photographs - Photos may exist for this station.
 KV4675
 KV4675.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4675
 KV4675. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000465  x   0.99991018  =   0.99991483
 KV4675!SPC NY L     -   1.00000465  x   0.99999684  =   1.00000149
 KV4675!UTM  18      -   1.00000465  x   0.99966199  =   0.99966664
 KV4675
 KV4675:                Primary Azimuth Mark                     Grid Az
 KV4675:SPC NJ       -  MANHATTAN                                107 51 32.0
 KV4675:SPC NY L     -  MANHATTAN                                108 11 07.6
 KV4675:UTM  18      -  MANHATTAN                                107 31 57.3
 KV4675
 KV4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7096809895(NAD 83)
 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  USSD        -  40 44 13.01500(N)    074 09 35.55000(W) AD(       ) 3
 KV4675
 KV4675.Superseded values are not recommended for survey control.
 KV4675
 KV4675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4675.See file dsdata.pdf to determine how the superseded data were derived.
 KV4675
 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 = JULY 24, 2026 22:12:30 EDT
 JU2549 ***********************************************************************
 JU2549  DESIGNATION -  PENNS GROVE ST PAULS CH SPIRE
 JU2549  PID         -  JU2549
 JU2549  STATE/COUNTY-  NJ/SALEM
 JU2549  COUNTRY     -  US
 JU2549  USGS QUAD   -  PENNS GROVE (2019)
 JU2549
 JU2549                         *CURRENT SURVEY CONTROL
 JU2549  ______________________________________________________________________
 JU2549* NAD 83(1996) POSITION- 39 43 57.46388(N) 075 28 16.81105(W)   NO CHECK
 JU2549  ______________________________________________________________________
 JU2549  GEOID HEIGHT    -        -33.044 (meters)                     GEOID18
 JU2549  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 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
 JU2549.No horizontal observational check was made to the station.
 JU2549
 JU2549.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2549.GEOID18 height accuracy estimate available here.
 JU2549
 JU2549.Click photographs - Photos may exist for this station.
 JU2549
 JU2549.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2549
 JU2549. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,398,188.516   459,610.304   MT  0.99962008   -0 18 04.6
 JU2549
 JU2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5961098188(NAD 83)
 JU2549
 JU2549                          SUPERSEDED SURVEY CONTROL
 JU2549
 JU2549  NAD 83(1991)-  39 43 57.46413(N)    075 28 16.81085(W) AD(       ) 3
 JU2549  NAD 83(1986)-  39 43 57.46025(N)    075 28 16.81297(W) AD(       ) 3
 JU2549
 JU2549.Superseded values are not recommended for survey control.
 JU2549
 JU2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2549.See file dsdata.pdf to determine how the superseded data were derived.
 JU2549
 JU2549_MARKER: 89 = SPIRE
 JU2549_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2549+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU2549
 JU2549  HISTORY     - Date     Condition        Report By
 JU2549  HISTORY     - 1982     FIRST OBSERVED   NOS
 JU2549  HISTORY     - 20070517 GOOD             UE
 JU2549  HISTORY     - 20100925 GOOD             GEOCAC
 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.
 JU2549
 JU2549                          STATION RECOVERY (2007)
 JU2549
 JU2549'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU2549'RECOVERED IN GOOD CONDITION.
 JU2549
 JU2549                          STATION RECOVERY (2010)
 JU2549
 JU2549'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU2549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3257 ***********************************************************************
 JU3257  DESIGNATION -  PENNS GROVE STANDPIPE
 JU3257  PID         -  JU3257
 JU3257  STATE/COUNTY-  NJ/SALEM
 JU3257  COUNTRY     -  US
 JU3257  USGS QUAD   -  PENNS GROVE (2019)
 JU3257
 JU3257                         *CURRENT SURVEY CONTROL
 JU3257  ______________________________________________________________________
 JU3257* NAD 83(1996) POSITION- 39 44 07.66550(N) 075 27 50.28786(W)   ADJUSTED
 JU3257  ______________________________________________________________________
 JU3257  GEOID HEIGHT    -        -33.046 (meters)                     GEOID18
 JU3257  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3257.GEOID18 height accuracy estimate available here.
 JU3257
 JU3257.Click photographs - Photos may exist for this station.
 JU3257
 JU3257.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3257
 JU3257. The following values were computed from the NAD 83(1996) position.
 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;UTM  18      - 4,398,499.732   460,243.274   MT  0.99961946   -0 17 47.7
 JU3257
 JU3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6024398499(NAD 83)
 JU3257
 JU3257                          SUPERSEDED SURVEY CONTROL
 JU3257
 JU3257  NAD 83(1991)-  39 44 07.66571(N)    075 27 50.28751(W) AD(       ) 3
 JU3257  NAD 83(1986)-  39 44 07.66216(N)    075 27 50.29031(W) AD(       ) 3
 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
 JU3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3257.See file dsdata.pdf to determine how the superseded data were derived.
 JU3257
 JU3257_MARKER: 52 = STANDPIPE TANK
 JU3257_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3257+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 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  HISTORY     - 20070517 GOOD             UE
 JU3257  HISTORY     - 20100925 GOOD             GEOCAC
 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.
 JU3257
 JU3257                          STATION RECOVERY (2007)
 JU3257
 JU3257'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3257'RECOVERED IN GOOD CONDITION.
 JU3257
 JU3257                          STATION RECOVERY (2010)
 JU3257
 JU3257'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 LY2531 ***********************************************************************
 LY2531  DESIGNATION -  PERK RESET
 LY2531  PID         -  LY2531
 LY2531  STATE/COUNTY-  NJ/BERGEN
 LY2531  COUNTRY     -  US
 LY2531  USGS QUAD   -  PARK RIDGE (2019)
 LY2531
 LY2531                         *CURRENT SURVEY CONTROL
 LY2531  ______________________________________________________________________
 LY2531* NAD 83(1996) POSITION- 41 00 51.25624(N) 074 04 23.32853(W)   ADJUSTED
 LY2531* NAVD 88 ORTHO HEIGHT -   124.0   (meters)      407.    (feet) VERTCON3
 LY2531  ______________________________________________________________________
 LY2531  GEOID HEIGHT    -        -31.862 (meters)                     GEOID18
 LY2531  LAPLACE CORR    -          6.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2531.GEOID18 height accuracy estimate available here.
 LY2531
 LY2531.Click photographs - Photos may exist for this station.
 LY2531
 LY2531.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2531
 LY2531. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 LY2531:SPC NJ       -  ROCKLAND STATE HOSPITAL N STK            064 22 52.8
 LY2531:SPC NY E     -  ROCKLAND STATE HOSPITAL N STK            064 22 52.8
 LY2531:UTM  18      -  ROCKLAND STATE HOSPITAL N STK            064 03 11.4
 LY2531
 LY2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7793340751(NAD 83)
 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
 LY2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2531.See file dsdata.pdf to determine how the superseded data were derived.
 LY2531
 LY2531_MARKER: DS = TRIANGULATION STATION DISK
 LY2531_SETTING: 66 = SET IN ROCK OUTCROP
 LY2531_MARK LOGO: CGS
 LY2531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2531+STABILITY: POSITION/ELEVATION WELL
 LY2531
 LY2531  HISTORY     - Date     Condition        Report By
 LY2531  HISTORY     - 1935     MONUMENTED       NJGS
 LY2531  HISTORY     - 1964     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 LY2530 ***********************************************************************
 LY2530  DESIGNATION -  PERK RM 3
 LY2530  PID         -  LY2530
 LY2530  STATE/COUNTY-  NJ/BERGEN
 LY2530  COUNTRY     -  US
 LY2530  USGS QUAD   -  PARK RIDGE (2019)
 LY2530
 LY2530                         *CURRENT SURVEY CONTROL
 LY2530  ______________________________________________________________________
 LY2530* NAD 83(1996) POSITION- 41 00 51.20084(N) 074 04 23.26279(W)   ADJUSTED
 LY2530* NAVD 88 ORTHO HEIGHT -   124.0   (meters)      407.    (feet) VERTCON3
 LY2530  ______________________________________________________________________
 LY2530  GEOID HEIGHT    -        -31.862 (meters)                     GEOID18
 LY2530  LAPLACE CORR    -          6.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 LY2530.GEOID18 height accuracy estimate available here.
 LY2530
 LY2530.Click photographs - Photos may exist for this station.
 LY2530
 LY2530.The Laplace correction was computed from DEFLEC18 derived deflections.
 LY2530
 LY2530. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7793540749(NAD 83)
 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
 LY2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2530.See file dsdata.pdf to determine how the superseded data were derived.
 LY2530
 LY2530_MARKER: DR = REFERENCE MARK DISK
 LY2530_SETTING: 66 = SET IN ROCK OUTCROP
 LY2530_STAMPING: PERK NJGS NO 3 1935
 LY2530_MARK LOGO: CGS
 LY2530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2530+STABILITY: POSITION/ELEVATION WELL
 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 (CFK)
 LY2530'SEE STATION PERK NJGS
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4865 ***********************************************************************
 KV4865  DESIGNATION -  PERTH AMBOY BAKELITE ROOF TANK
 KV4865  PID         -  KV4865
 KV4865  STATE/COUNTY-  NJ/MIDDLESEX
 KV4865  COUNTRY     -  US
 KV4865  USGS QUAD   -  PERTH AMBOY (2016)
 KV4865
 KV4865                         *CURRENT SURVEY CONTROL
 KV4865  ______________________________________________________________________
 KV4865* NAD 83(1996) POSITION- 40 30 33.46373(N) 074 15 46.25883(W)   ADJUSTED
 KV4865  ______________________________________________________________________
 KV4865  GEOID HEIGHT    -        -32.484 (meters)                     GEOID18
 KV4865  LAPLACE CORR    -          4.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4865.GEOID18 height accuracy estimate available here.
 KV4865
 KV4865.Click photographs - Photos may exist for this station.
 KV4865
 KV4865.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4865
 KV4865. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6245384547(NAD 83)
 KV4865
 KV4865                          SUPERSEDED SURVEY CONTROL
 KV4865
 KV4865  NAD 83(1996)-  40 30 33.46369(N)    074 15 46.25896(W) AD(       ) 3
 KV4865  NAD 83(1986)-  40 30 33.46514(N)    074 15 46.25510(W) AD(       ) 3
 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
 KV4865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4865.See file dsdata.pdf to determine how the superseded data were derived.
 KV4865
 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 = JULY 24, 2026 22:12:30 EDT
 KV4878 ***********************************************************************
 KV4878  DESIGNATION -  PERTH AMBOY BANK BUILDING TANK
 KV4878  PID         -  KV4878
 KV4878  STATE/COUNTY-  NJ/MIDDLESEX
 KV4878  COUNTRY     -  US
 KV4878  USGS QUAD   -  PERTH AMBOY (2016)
 KV4878
 KV4878                         *CURRENT SURVEY CONTROL
 KV4878  ______________________________________________________________________
 KV4878* NAD 83(1996) POSITION- 40 30 33.14689(N) 074 16 04.00808(W)   ADJUSTED
 KV4878  ______________________________________________________________________
 KV4878  GEOID HEIGHT    -        -32.494 (meters)                     GEOID18
 KV4878  LAPLACE CORR    -          4.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4878.GEOID18 height accuracy estimate available here.
 KV4878
 KV4878.Click photographs - Photos may exist for this station.
 KV4878
 KV4878.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4878
 KV4878. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6203584534(NAD 83)
 KV4878
 KV4878                          SUPERSEDED SURVEY CONTROL
 KV4878
 KV4878  NAD 83(1996)-  40 30 33.14686(N)    074 16 04.00823(W) AD(       ) 3
 KV4878  NAD 83(1986)-  40 30 33.14857(N)    074 16 04.00443(W) AD(       ) 3
 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
 KV4878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4878.See file dsdata.pdf to determine how the superseded data were derived.
 KV4878
 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 = JULY 24, 2026 22:12:30 EDT
 KV4843 ***********************************************************************
 KV4843  DESIGNATION -  PERTH AMBOY CALVIN MAGYAR CH
 KV4843  PID         -  KV4843
 KV4843  STATE/COUNTY-  NJ/MIDDLESEX
 KV4843  COUNTRY     -  US
 KV4843  USGS QUAD   -  PERTH AMBOY (2016)
 KV4843
 KV4843                         *CURRENT SURVEY CONTROL
 KV4843  ______________________________________________________________________
 KV4843* NAD 83(1996) POSITION- 40 31 05.41141(N) 074 16 33.24431(W)   ADJUSTED
 KV4843  ______________________________________________________________________
 KV4843  GEOID HEIGHT    -        -32.515 (meters)                     GEOID18
 KV4843  LAPLACE CORR    -          4.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4843.GEOID18 height accuracy estimate available here.
 KV4843
 KV4843.Click photographs - Photos may exist for this station.
 KV4843
 KV4843.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4843
 KV4843. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6133985523(NAD 83)
 KV4843
 KV4843                          SUPERSEDED SURVEY CONTROL
 KV4843
 KV4843  NAD 83(1996)-  40 31 05.41138(N)    074 16 33.24450(W) AD(       ) 3
 KV4843  NAD 83(1986)-  40 31 05.41318(N)    074 16 33.24055(W) AD(       ) 3
 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
 KV4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4843.See file dsdata.pdf to determine how the superseded data were derived.
 KV4843
 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 = JULY 24, 2026 22:12:30 EDT
 KV4855 ***********************************************************************
 KV4855  DESIGNATION -  PERTH AMBOY FORD PORCELAIN TK
 KV4855  PID         -  KV4855
 KV4855  STATE/COUNTY-  NJ/MIDDLESEX
 KV4855  COUNTRY     -  US
 KV4855  USGS QUAD   -  PERTH AMBOY (2016)
 KV4855
 KV4855                         *CURRENT SURVEY CONTROL
 KV4855  ______________________________________________________________________
 KV4855* NAD 83(1996) POSITION- 40 30 50.80438(N) 074 16 41.57493(W)   ADJUSTED
 KV4855  ______________________________________________________________________
 KV4855  GEOID HEIGHT    -        -32.518 (meters)                     GEOID18
 KV4855  LAPLACE CORR    -          4.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4855.GEOID18 height accuracy estimate available here.
 KV4855
 KV4855.Click photographs - Photos may exist for this station.
 KV4855
 KV4855.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4855
 KV4855. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6114785071(NAD 83)
 KV4855
 KV4855                          SUPERSEDED SURVEY CONTROL
 KV4855
 KV4855  NAD 83(1996)-  40 30 50.80432(N)    074 16 41.57513(W) AD(       ) 3
 KV4855  NAD 83(1986)-  40 30 50.80589(N)    074 16 41.57119(W) AD(       ) 3
 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
 KV4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4855.See file dsdata.pdf to determine how the superseded data were derived.
 KV4855
 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 = JULY 24, 2026 22:12:30 EDT
 KV4858 ***********************************************************************
 KV4858  DESIGNATION -  PERTH AMBOY GEN CABLE N CHIM
 KV4858  PID         -  KV4858
 KV4858  STATE/COUNTY-  NJ/MIDDLESEX
 KV4858  COUNTRY     -  US
 KV4858  USGS QUAD   -  PERTH AMBOY (2016)
 KV4858
 KV4858                         *CURRENT SURVEY CONTROL
 KV4858  ______________________________________________________________________
 KV4858* NAD 83(1996) POSITION- 40 30 49.17172(N) 074 15 42.95509(W)   ADJUSTED
 KV4858  ______________________________________________________________________
 KV4858  GEOID HEIGHT    -        -32.485 (meters)                     GEOID18
 KV4858  LAPLACE CORR    -          4.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4858.GEOID18 height accuracy estimate available here.
 KV4858
 KV4858.Click photographs - Photos may exist for this station.
 KV4858
 KV4858.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4858
 KV4858. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6252685032(NAD 83)
 KV4858
 KV4858                          SUPERSEDED SURVEY CONTROL
 KV4858
 KV4858  NAD 83(1996)-  40 30 49.17171(N)    074 15 42.95523(W) AD(       ) 3
 KV4858  NAD 83(1986)-  40 30 49.17318(N)    074 15 42.95118(W) AD(       ) 3
 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
 KV4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4858.See file dsdata.pdf to determine how the superseded data were derived.
 KV4858
 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 = JULY 24, 2026 22:12:30 EDT
 KV4860 ***********************************************************************
 KV4860  DESIGNATION -  PERTH AMBOY GEN CABLE S CHIM
 KV4860  PID         -  KV4860
 KV4860  STATE/COUNTY-  NJ/MIDDLESEX
 KV4860  COUNTRY     -  US
 KV4860  USGS QUAD   -  PERTH AMBOY (2016)
 KV4860
 KV4860                         *CURRENT SURVEY CONTROL
 KV4860  ______________________________________________________________________
 KV4860* NAD 83(1996) POSITION- 40 30 48.71914(N) 074 15 42.56627(W)   ADJUSTED
 KV4860  ______________________________________________________________________
 KV4860  GEOID HEIGHT    -        -32.485 (meters)                     GEOID18
 KV4860  LAPLACE CORR    -          4.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4860.GEOID18 height accuracy estimate available here.
 KV4860
 KV4860.Click photographs - Photos may exist for this station.
 KV4860
 KV4860.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4860
 KV4860. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6253685018(NAD 83)
 KV4860
 KV4860                          SUPERSEDED SURVEY CONTROL
 KV4860
 KV4860  NAD 83(1996)-  40 30 48.71913(N)    074 15 42.56641(W) AD(       ) 3
 KV4860  NAD 83(1986)-  40 30 48.72061(N)    074 15 42.56237(W) AD(       ) 3
 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
 KV4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4860.See file dsdata.pdf to determine how the superseded data were derived.
 KV4860
 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 = JULY 24, 2026 22:12:30 EDT
 KV4857 ***********************************************************************
 KV4857  DESIGNATION -  PERTH AMBOY GENERAL CABLE TK
 KV4857  PID         -  KV4857
 KV4857  STATE/COUNTY-  NJ/MIDDLESEX
 KV4857  COUNTRY     -  US
 KV4857  USGS QUAD   -  PERTH AMBOY (2016)
 KV4857
 KV4857                         *CURRENT SURVEY CONTROL
 KV4857  ______________________________________________________________________
 KV4857* NAD 83(1996) POSITION- 40 30 49.41115(N) 074 15 40.35284(W)   ADJUSTED
 KV4857  ______________________________________________________________________
 KV4857  GEOID HEIGHT    -        -32.484 (meters)                     GEOID18
 KV4857  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4857.GEOID18 height accuracy estimate available here.
 KV4857
 KV4857.Click photographs - Photos may exist for this station.
 KV4857
 KV4857.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4857
 KV4857. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6258885040(NAD 83)
 KV4857
 KV4857                          SUPERSEDED SURVEY CONTROL
 KV4857
 KV4857  NAD 83(1996)-  40 30 49.41113(N)    074 15 40.35298(W) AD(       ) 3
 KV4857  NAD 83(1986)-  40 30 49.41257(N)    074 15 40.34891(W) AD(       ) 3
 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
 KV4857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4857.See file dsdata.pdf to determine how the superseded data were derived.
 KV4857
 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 = JULY 24, 2026 22:12:30 EDT
 KV4861 ***********************************************************************
 KV4861  DESIGNATION -  PERTH AMBOY GREEN SPIRE
 KV4861  PID         -  KV4861
 KV4861  STATE/COUNTY-  NJ/MIDDLESEX
 KV4861  COUNTRY     -  US
 KV4861  USGS QUAD   -  PERTH AMBOY (2016)
 KV4861
 KV4861                         *CURRENT SURVEY CONTROL
 KV4861  ______________________________________________________________________
 KV4861* NAD 83(1996) POSITION- 40 30 48.13829(N) 074 16 53.05919(W)   ADJUSTED
 KV4861  ______________________________________________________________________
 KV4861  GEOID HEIGHT    -        -32.524 (meters)                     GEOID18
 KV4861  LAPLACE CORR    -          4.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4861.GEOID18 height accuracy estimate available here.
 KV4861
 KV4861.Click photographs - Photos may exist for this station.
 KV4861
 KV4861.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4861
 KV4861. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6087784987(NAD 83)
 KV4861
 KV4861                          SUPERSEDED SURVEY CONTROL
 KV4861
 KV4861  NAD 83(1996)-  40 30 48.13824(N)    074 16 53.05946(W) AD(       ) 3
 KV4861  NAD 83(1986)-  40 30 48.13984(N)    074 16 53.05599(W) AD(       ) 3
 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
 KV4861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4861.See file dsdata.pdf to determine how the superseded data were derived.
 KV4861
 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 = JULY 24, 2026 22:12:30 EDT
 KV4835 ***********************************************************************
 KV4835  DESIGNATION -  PERTH AMBOY NATL LEAD TALL CHY
 KV4835  PID         -  KV4835
 KV4835  STATE/COUNTY-  NJ/MIDDLESEX
 KV4835  COUNTRY     -  US
 KV4835  USGS QUAD   -  PERTH AMBOY (2016)
 KV4835
 KV4835                         *CURRENT SURVEY CONTROL
 KV4835  ______________________________________________________________________
 KV4835* NAD 83(1996) POSITION- 40 31 50.80373(N) 074 15 31.66665(W)   ADJUSTED
 KV4835  ______________________________________________________________________
 KV4835  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 KV4835  LAPLACE CORR    -          4.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4835.GEOID18 height accuracy estimate available here.
 KV4835
 KV4835.Click photographs - Photos may exist for this station.
 KV4835
 KV4835.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4835
 KV4835. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6277686935(NAD 83)
 KV4835
 KV4835                          SUPERSEDED SURVEY CONTROL
 KV4835
 KV4835  NAD 83(1996)-  40 31 50.80381(N)    074 15 31.66683(W) AD(       ) 3
 KV4835  NAD 83(1986)-  40 31 50.80530(N)    074 15 31.66202(W) AD(       ) 3
 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
 KV4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4835.See file dsdata.pdf to determine how the superseded data were derived.
 KV4835
 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 = JULY 24, 2026 22:12:30 EDT
 KV4840 ***********************************************************************
 KV4840  DESIGNATION -  PERTH AMBOY NATL LEAD STKY CHY
 KV4840  PID         -  KV4840
 KV4840  STATE/COUNTY-  NJ/MIDDLESEX
 KV4840  COUNTRY     -  US
 KV4840  USGS QUAD   -  PERTH AMBOY (2016)
 KV4840
 KV4840                         *CURRENT SURVEY CONTROL
 KV4840  ______________________________________________________________________
 KV4840* NAD 83(1996) POSITION- 40 31 51.33840(N) 074 15 36.64064(W)   ADJUSTED
 KV4840  ______________________________________________________________________
 KV4840  GEOID HEIGHT    -        -32.492 (meters)                     GEOID18
 KV4840  LAPLACE CORR    -          4.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4840.GEOID18 height accuracy estimate available here.
 KV4840
 KV4840.Click photographs - Photos may exist for this station.
 KV4840
 KV4840.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4840
 KV4840. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6265986950(NAD 83)
 KV4840
 KV4840                          SUPERSEDED SURVEY CONTROL
 KV4840
 KV4840  NAD 83(1996)-  40 31 51.33848(N)    074 15 36.64081(W) AD(       ) 3
 KV4840  NAD 83(1986)-  40 31 51.33993(N)    074 15 36.63602(W) AD(       ) 3
 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
 KV4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4840.See file dsdata.pdf to determine how the superseded data were derived.
 KV4840
 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 = JULY 24, 2026 22:12:30 EDT
 KV4876 ***********************************************************************
 KV4876  DESIGNATION -  PERTH AMBOY NATL LEAD CO STACK
 KV4876  PID         -  KV4876
 KV4876  STATE/COUNTY-  NJ/MIDDLESEX
 KV4876  COUNTRY     -  US
 KV4876  USGS QUAD   -  PERTH AMBOY (2016)
 KV4876
 KV4876                         *CURRENT SURVEY CONTROL
 KV4876  ______________________________________________________________________
 KV4876* NAD 83(1996) POSITION- 40 31 48.78680(N) 074 15 40.78980(W)   ADJUSTED
 KV4876  ______________________________________________________________________
 KV4876  GEOID HEIGHT    -        -32.494 (meters)                     GEOID18
 KV4876  LAPLACE CORR    -          4.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4876.GEOID18 height accuracy estimate available here.
 KV4876
 KV4876.Click photographs - Photos may exist for this station.
 KV4876
 KV4876.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4876
 KV4876. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6256286871(NAD 83)
 KV4876
 KV4876                          SUPERSEDED SURVEY CONTROL
 KV4876
 KV4876  NAD 83(1996)-  40 31 48.78677(N)    074 15 40.79001(W) AD(       ) 3
 KV4876  NAD 83(1986)-  40 31 48.78827(N)    074 15 40.78535(W) AD(       ) 3
 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
 KV4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4876.See file dsdata.pdf to determine how the superseded data were derived.
 KV4876
 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 = JULY 24, 2026 22:12:30 EDT
 KV4582 ***********************************************************************
 KV4582  DESIGNATION -  PERTH AMBOY OUT BRIDGE W BR HD
 KV4582  PID         -  KV4582
 KV4582  STATE/COUNTY-  NJ/MIDDLESEX
 KV4582  COUNTRY     -  US
 KV4582  USGS QUAD   -  ARTHUR KILL (2019)
 KV4582
 KV4582                         *CURRENT SURVEY CONTROL
 KV4582  ______________________________________________________________________
 KV4582* NAD 83(1996) POSITION- 40 31 28.76182(N) 074 14 57.96509(W)   ADJUSTED
 KV4582  ______________________________________________________________________
 KV4582  GEOID HEIGHT    -        -32.467 (meters)                     GEOID18
 KV4582  LAPLACE CORR    -          4.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4582.GEOID18 height accuracy estimate available here.
 KV4582
 KV4582.Click photographs - Photos may exist for this station.
 KV4582
 KV4582.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4582
 KV4582. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6357586262(NAD 83)
 KV4582
 KV4582                          SUPERSEDED SURVEY CONTROL
 KV4582
 KV4582  NAD 83(1996)-  40 31 28.76180(N)    074 14 57.96532(W) AD(       ) 3
 KV4582  NAD 83(1986)-  40 31 28.76289(N)    074 14 57.96144(W) AD(       ) 3
 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
 KV4582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4582.See file dsdata.pdf to determine how the superseded data were derived.
 KV4582
 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 = JULY 24, 2026 22:12:30 EDT
 KV4848 ***********************************************************************
 KV4848  DESIGNATION -  PERTH AMBOY P S PWRHSE N CHIM
 KV4848  PID         -  KV4848
 KV4848  STATE/COUNTY-  NJ/MIDDLESEX
 KV4848  COUNTRY     -  US
 KV4848  USGS QUAD   -  PERTH AMBOY (2016)
 KV4848
 KV4848                         *CURRENT SURVEY CONTROL
 KV4848  ______________________________________________________________________
 KV4848* NAD 83(1996) POSITION- 40 30 55.04116(N) 074 15 31.53881(W)   ADJUSTED
 KV4848  ______________________________________________________________________
 KV4848  GEOID HEIGHT    -        -32.480 (meters)                     GEOID18
 KV4848  LAPLACE CORR    -          4.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4848.GEOID18 height accuracy estimate available here.
 KV4848
 KV4848.Click photographs - Photos may exist for this station.
 KV4848
 KV4848.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4848
 KV4848. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6279485215(NAD 83)
 KV4848
 KV4848                          SUPERSEDED SURVEY CONTROL
 KV4848
 KV4848  NAD 83(1996)-  40 30 55.04116(N)    074 15 31.53894(W) AD(       ) 3
 KV4848  NAD 83(1986)-  40 30 55.04260(N)    074 15 31.53485(W) AD(       ) 3
 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
 KV4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4848.See file dsdata.pdf to determine how the superseded data were derived.
 KV4848
 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 = JULY 24, 2026 22:12:30 EDT
 KV4849 ***********************************************************************
 KV4849  DESIGNATION -  PERTH AMBOY P S PWRHSE S CHIM
 KV4849  PID         -  KV4849
 KV4849  STATE/COUNTY-  NJ/MIDDLESEX
 KV4849  COUNTRY     -  US
 KV4849  USGS QUAD   -  PERTH AMBOY (2016)
 KV4849
 KV4849                         *CURRENT SURVEY CONTROL
 KV4849  ______________________________________________________________________
 KV4849* NAD 83(1996) POSITION- 40 30 54.55033(N) 074 15 31.78190(W)   ADJUSTED
 KV4849  ______________________________________________________________________
 KV4849  GEOID HEIGHT    -        -32.480 (meters)                     GEOID18
 KV4849  LAPLACE CORR    -          4.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4849.GEOID18 height accuracy estimate available here.
 KV4849
 KV4849.Click photographs - Photos may exist for this station.
 KV4849
 KV4849.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4849
 KV4849. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6278885200(NAD 83)
 KV4849
 KV4849                          SUPERSEDED SURVEY CONTROL
 KV4849
 KV4849  NAD 83(1996)-  40 30 54.55033(N)    074 15 31.78204(W) AD(       ) 3
 KV4849  NAD 83(1986)-  40 30 54.55177(N)    074 15 31.77794(W) AD(       ) 3
 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
 KV4849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4849.See file dsdata.pdf to determine how the superseded data were derived.
 KV4849
 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 = JULY 24, 2026 22:12:30 EDT
 KV4864 ***********************************************************************
 KV4864  DESIGNATION -  PERTH AMBOY R AND H CHEM CHIM
 KV4864  PID         -  KV4864
 KV4864  STATE/COUNTY-  NJ/MIDDLESEX
 KV4864  COUNTRY     -  US
 KV4864  USGS QUAD   -  PERTH AMBOY (2016)
 KV4864
 KV4864                         *CURRENT SURVEY CONTROL
 KV4864  ______________________________________________________________________
 KV4864* NAD 83(1996) POSITION- 40 30 36.91922(N) 074 15 43.20047(W)   ADJUSTED
 KV4864  ______________________________________________________________________
 KV4864  GEOID HEIGHT    -        -32.483 (meters)                     GEOID18
 KV4864  LAPLACE CORR    -          4.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4864.GEOID18 height accuracy estimate available here.
 KV4864
 KV4864.Click photographs - Photos may exist for this station.
 KV4864
 KV4864.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4864
 KV4864. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6252484654(NAD 83)
 KV4864
 KV4864                          SUPERSEDED SURVEY CONTROL
 KV4864
 KV4864  NAD 83(1996)-  40 30 36.91918(N)    074 15 43.20060(W) AD(       ) 3
 KV4864  NAD 83(1986)-  40 30 36.92064(N)    074 15 43.19667(W) AD(       ) 3
 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
 KV4864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4864.See file dsdata.pdf to determine how the superseded data were derived.
 KV4864
 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 = JULY 24, 2026 22:12:30 EDT
 KV0019 ***********************************************************************
 KV0019  DESIGNATION -  PERTH AMBOY RESET 1966
 KV0019  PID         -  KV0019
 KV0019  STATE/COUNTY-  NJ/MIDDLESEX
 KV0019  COUNTRY     -  US
 KV0019  USGS QUAD   -  PERTH AMBOY (2016)
 KV0019
 KV0019                         *CURRENT SURVEY CONTROL
 KV0019  ______________________________________________________________________
 KV0019* NAD 83(1986) POSITION- 40 31 38.0    (N) 074 16 31.4    (W)   HD_HELD2
 KV0019* NAVD 88 ORTHO HEIGHT -    31.33  (meters)      102.8   (feet) RESET
 KV0019  ______________________________________________________________________
 KV0019  GEOID HEIGHT    -        -32.521 (meters)                     GEOID18
 KV0019  VERT ORDER      -  THIRD
 KV0019
 KV0019.The horizontal coordinates were established by autonomous hand held GPS
 KV0019.observations and have an estimated accuracy of +/- 10 meters.
 KV0019
 KV0019.The orthometric height was computed from unverified reset data.
 KV0019
 KV0019.No vertical observational check was made to the station.
 KV0019
 KV0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV0019.GEOID18 height accuracy estimate available here.
 KV0019
 KV0019.Click photographs - Photos may exist for this station.
 KV0019
 KV0019;                    North         East    Units  Estimated Accuracy
 KV0019;SPC NJ       -   188,075.      169,030.      MT  (+/- 10 meters HH2 GPS)
 KV0019
 KV0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6137486528(NAD 83)
 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
 KV0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0019.See file dsdata.pdf to determine how the superseded data were derived.
 KV0019
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0019+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2007
 KV0019
 KV0019  HISTORY     - Date     Condition        Report By
 KV0019  HISTORY     - 1966     MONUMENTED       CGS
 KV0019  HISTORY     - 20070227 GOOD             UE
 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.
 KV0019
 KV0019                          STATION RECOVERY (2007)
 KV0019
 KV0019'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 KV0019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4846 ***********************************************************************
 KV4846  DESIGNATION -  PERTH AMBOY ST STEPHEN CATH CH
 KV4846  PID         -  KV4846
 KV4846  STATE/COUNTY-  NJ/MIDDLESEX
 KV4846  COUNTRY     -  US
 KV4846  USGS QUAD   -  PERTH AMBOY (2016)
 KV4846
 KV4846                         *CURRENT SURVEY CONTROL
 KV4846  ______________________________________________________________________
 KV4846* NAD 83(1996) POSITION- 40 30 57.22659(N) 074 15 50.36299(W)   ADJUSTED
 KV4846  ______________________________________________________________________
 KV4846  GEOID HEIGHT    -        -32.490 (meters)                     GEOID18
 KV4846  LAPLACE CORR    -          4.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4846.GEOID18 height accuracy estimate available here.
 KV4846
 KV4846.Click photographs - Photos may exist for this station.
 KV4846
 KV4846.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4846
 KV4846. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6235085279(NAD 83)
 KV4846
 KV4846                          SUPERSEDED SURVEY CONTROL
 KV4846
 KV4846  NAD 83(1996)-  40 30 57.22656(N)    074 15 50.36315(W) AD(       ) 3
 KV4846  NAD 83(1986)-  40 30 57.22806(N)    074 15 50.35901(W) AD(       ) 3
 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
 KV4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4846.See file dsdata.pdf to determine how the superseded data were derived.
 KV4846
 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 = JULY 24, 2026 22:12:30 EDT
 KV4842 ***********************************************************************
 KV4842  DESIGNATION -  PERTH AMBOY STANDPIPE
 KV4842  PID         -  KV4842
 KV4842  STATE/COUNTY-  NJ/MIDDLESEX
 KV4842  COUNTRY     -  US
 KV4842  USGS QUAD   -  PERTH AMBOY (2016)
 KV4842
 KV4842                         *CURRENT SURVEY CONTROL
 KV4842  ______________________________________________________________________
 KV4842* NAD 83(1996) POSITION- 40 31 22.10979(N) 074 17 00.02346(W)   ADJUSTED
 KV4842  ______________________________________________________________________
 KV4842  GEOID HEIGHT    -        -32.534 (meters)                     GEOID18
 KV4842  LAPLACE CORR    -          4.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4842.GEOID18 height accuracy estimate available here.
 KV4842
 KV4842.Click photographs - Photos may exist for this station.
 KV4842
 KV4842.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4842
 KV4842. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6070586033(NAD 83)
 KV4842
 KV4842                          SUPERSEDED SURVEY CONTROL
 KV4842
 KV4842  NAD 83(1996)-  40 31 22.10971(N)    074 17 00.02368(W) AD(       ) 3
 KV4842  NAD 83(1986)-  40 31 22.11144(N)    074 17 00.01976(W) AD(       ) 3
 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
 KV4842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4842.See file dsdata.pdf to determine how the superseded data were derived.
 KV4842
 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 = JULY 24, 2026 22:12:30 EDT
 JU3353 ***********************************************************************
 JU3353  DESIGNATION -  PETTINOS
 JU3353  PID         -  JU3353
 JU3353  STATE/COUNTY-  NJ/CUMBERLAND
 JU3353  COUNTRY     -  US
 JU3353  USGS QUAD   -  DIVIDING CREEK (2019)
 JU3353
 JU3353                         *CURRENT SURVEY CONTROL
 JU3353  ______________________________________________________________________
 JU3353* NAD 83(1996) POSITION- 39 21 07.80465(N) 075 01 46.39807(W)   ADJUSTED
 JU3353* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 JU3353  ______________________________________________________________________
 JU3353  GEOID HEIGHT    -        -34.022 (meters)                     GEOID18
 JU3353  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3353.GEOID18 height accuracy estimate available here.
 JU3353
 JU3353.Click photographs - Photos may exist for this station.
 JU3353
 JU3353.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3353
 JU3353. The following values were computed from the NAD 83(1996) position.
 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;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!UTM  18      -   1.00000445  x   0.99960008  =   0.99960453
 JU3353
 JU3353:                Primary Azimuth Mark                     Grid Az
 JU3353:SPC NJ       -  PETTINOS AZ MK                           125 12 50.6
 JU3353:UTM  18      -  PETTINOS AZ MK                           124 53 49.3
 JU3353
 JU3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9745355858(NAD 83)
 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                                     1245241.8 |
 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
 JU3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3353.See file dsdata.pdf to determine how the superseded data were derived.
 JU3353
 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 = JULY 24, 2026 22:12:30 EDT
 KV3593 ***********************************************************************
 KV3593  DESIGNATION -  PHILLIPSBURG CATHOLIC CH SPIRE
 KV3593  PID         -  KV3593
 KV3593  STATE/COUNTY-  NJ/WARREN
 KV3593  COUNTRY     -  US
 KV3593  USGS QUAD   -  EASTON (2019)
 KV3593
 KV3593                         *CURRENT SURVEY CONTROL
 KV3593  ______________________________________________________________________
 KV3593* NAD 83(1996) POSITION- 40 41 07.88713(N) 075 11 27.67318(W)   ADJUSTED
 KV3593  ______________________________________________________________________
 KV3593  GEOID HEIGHT    -        -34.068 (meters)                     GEOID18
 KV3593  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3593.GEOID18 height accuracy estimate available here.
 KV3593
 KV3593.Click photographs - Photos may exist for this station.
 KV3593
 KV3593.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3593
 KV3593. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8385803865(NAD 83)
 KV3593
 KV3593                          SUPERSEDED SURVEY CONTROL
 KV3593
 KV3593  NAD 83(1986)-  40 41 07.88552(N)    075 11 27.67617(W) AD(       ) 3
 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
 KV3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3593.See file dsdata.pdf to determine how the superseded data were derived.
 KV3593
 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 = JULY 24, 2026 22:12:30 EDT
 KV3582 ***********************************************************************
 KV3582  DESIGNATION -  PHILLIPSBURG HIGH SCH FINIAL
 KV3582  PID         -  KV3582
 KV3582  STATE/COUNTY-  NJ/WARREN
 KV3582  COUNTRY     -  US
 KV3582  USGS QUAD   -  EASTON (2019)
 KV3582
 KV3582                         *CURRENT SURVEY CONTROL
 KV3582  ______________________________________________________________________
 KV3582* NAD 83(1996) POSITION- 40 41 51.94699(N) 075 11 29.21021(W)   ADJUSTED
 KV3582  ______________________________________________________________________
 KV3582  GEOID HEIGHT    -        -34.044 (meters)                     GEOID18
 KV3582  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3582.GEOID18 height accuracy estimate available here.
 KV3582
 KV3582.Click photographs - Photos may exist for this station.
 KV3582
 KV3582.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3582
 KV3582. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8382505224(NAD 83)
 KV3582
 KV3582                          SUPERSEDED SURVEY CONTROL
 KV3582
 KV3582  NAD 83(1986)-  40 41 51.94556(N)    075 11 29.21313(W) AD(       ) 3
 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
 KV3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3582.See file dsdata.pdf to determine how the superseded data were derived.
 KV3582
 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 = JULY 24, 2026 22:12:30 EDT
 KV3592 ***********************************************************************
 KV3592  DESIGNATION -  PHILLIPSBURG STANDARD SILK STK
 KV3592  PID         -  KV3592
 KV3592  STATE/COUNTY-  NJ/WARREN
 KV3592  COUNTRY     -  US
 KV3592  USGS QUAD   -  EASTON (2019)
 KV3592
 KV3592                         *CURRENT SURVEY CONTROL
 KV3592  ______________________________________________________________________
 KV3592* NAD 83(1996) POSITION- 40 41 17.48432(N) 075 11 13.13871(W)   ADJUSTED
 KV3592  ______________________________________________________________________
 KV3592  GEOID HEIGHT    -        -34.057 (meters)                     GEOID18
 KV3592  LAPLACE CORR    -          3.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3592.GEOID18 height accuracy estimate available here.
 KV3592
 KV3592.Click photographs - Photos may exist for this station.
 KV3592
 KV3592.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3592
 KV3592. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8420004160(NAD 83)
 KV3592
 KV3592                          SUPERSEDED SURVEY CONTROL
 KV3592
 KV3592  NAD 83(1986)-  40 41 17.48274(N)    075 11 13.14167(W) AD(       ) 3
 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
 KV3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3592.See file dsdata.pdf to determine how the superseded data were derived.
 KV3592
 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 = JULY 24, 2026 22:12:30 EDT
 KV5818 ***********************************************************************
 KV5818  DESIGNATION -  PICKLE RESET
 KV5818  PID         -  KV5818
 KV5818  STATE/COUNTY-  NJ/HUNTERDON
 KV5818  COUNTRY     -  US
 KV5818  USGS QUAD   -  FLEMINGTON (2019)
 KV5818
 KV5818                         *CURRENT SURVEY CONTROL
 KV5818  ______________________________________________________________________
 KV5818* NAD 83(1996) POSITION- 40 35 41.05153(N) 074 49 24.81524(W)   ADJUSTED
 KV5818* NAVD 88 ORTHO HEIGHT -   247.7   (meters)      813.    (feet) VERTCON3
 KV5818  ______________________________________________________________________
 KV5818  GEOID HEIGHT    -        -33.640 (meters)                     GEOID18
 KV5818  LAPLACE CORR    -          2.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5818.GEOID18 height accuracy estimate available here.
 KV5818
 KV5818.Click photographs - Photos may exist for this station.
 KV5818
 KV5818.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5818
 KV5818. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5818:SPC NJ       -  MT OLIVE RESET                           017 08 52.1
 KV5818:UTM  18      -  MT OLIVE RESET                           016 49 20.8
 KV5818
 KV5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1492993785(NAD 83)
 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 0165614.1 |
 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  USSD        -  40 35 41.04500(N)    074 49 26.10600(W) AD(       ) 3
 KV5818  NGVD 29 (07/19/86)  247.9    (m)          813.     (f) VERT ANG       
 KV5818
 KV5818.Superseded values are not recommended for survey control.
 KV5818
 KV5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5818.See file dsdata.pdf to determine how the superseded data were derived.
 KV5818
 KV5818_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5818_SETTING: 7 = SET IN TOP OF 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       COASUR
 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 SURVEY (CGS) 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 = JULY 24, 2026 22:12:30 EDT
 KV4253 ***********************************************************************
 KV4253  DESIGNATION -  PILE
 KV4253  PID         -  KV4253
 KV4253  STATE/COUNTY-  NJ/HUDSON
 KV4253  COUNTRY     -  US
 KV4253  USGS QUAD   -  JERSEY CITY (2019)
 KV4253
 KV4253                         *CURRENT SURVEY CONTROL
 KV4253  ______________________________________________________________________
 KV4253* NAD 83(1996) POSITION- 40 44 16.01595(N) 074 05 42.84086(W)   ADJUSTED
 KV4253* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4253  ______________________________________________________________________
 KV4253  GEOID HEIGHT    -        -32.093 (meters)                     GEOID18
 KV4253  LAPLACE CORR    -          6.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4253.GEOID18 height accuracy estimate available here.
 KV4253
 KV4253.Click photographs - Photos may exist for this station.
 KV4253
 KV4253.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4253
 KV4253. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967676
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7639310042(NAD 83)
 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  USSD        -  40 44 16.03000(N)    074 05 44.22800(W) AD(       ) 3
 KV4253
 KV4253.Superseded values are not recommended for survey control.
 KV4253
 KV4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4253.See file dsdata.pdf to determine how the superseded data were derived.
 KV4253
 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 = JULY 24, 2026 22:12:30 EDT
 JU2807 ***********************************************************************
 JU2807  DESIGNATION -  PILE 14A ABANDONED LIGHT
 JU2807  PID         -  JU2807
 JU2807  STATE/COUNTY-  NJ/ATLANTIC
 JU2807  COUNTRY     -  US
 JU2807  USGS QUAD   -  OCEANVILLE (2019)
 JU2807
 JU2807                         *CURRENT SURVEY CONTROL
 JU2807  ______________________________________________________________________
 JU2807* NAD 83(1996) POSITION- 39 23 48.90251(N) 074 26 59.57006(W)   ADJUSTED
 JU2807  ______________________________________________________________________
 JU2807  GEOID HEIGHT    -        -34.245 (meters)                     GEOID18
 JU2807  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2807.GEOID18 height accuracy estimate available here.
 JU2807
 JU2807.Click photographs - Photos may exist for this station.
 JU2807
 JU2807.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2807
 JU2807. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4736860968(NAD 83)
 JU2807
 JU2807                          SUPERSEDED SURVEY CONTROL
 JU2807
 JU2807  NAD 83(1986)-  39 23 48.89193(N)    074 26 59.56180(W) AD(       ) 3
 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
 JU2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2807.See file dsdata.pdf to determine how the superseded data were derived.
 JU2807
 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 = JULY 24, 2026 22:12:30 EDT
 KV5733 ***********************************************************************
 KV5733  DESIGNATION -  PINE
 KV5733  PID         -  KV5733
 KV5733  STATE/COUNTY-  NJ/BURLINGTON
 KV5733  COUNTRY     -  US
 KV5733  USGS QUAD   -  BEVERLY (2016)
 KV5733
 KV5733                         *CURRENT SURVEY CONTROL
 KV5733  ______________________________________________________________________
 KV5733* NAD 83(1996) POSITION- 40 03 11.27089(N) 074 57 23.38616(W)   ADJUSTED
 KV5733* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 KV5733  ______________________________________________________________________
 KV5733  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 KV5733  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5733.GEOID18 height accuracy estimate available here.
 KV5733
 KV5733.Click photographs - Photos may exist for this station.
 KV5733
 KV5733.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5733
 KV5733. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960476
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0371033655(NAD 83)
 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
 KV5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5733.See file dsdata.pdf to determine how the superseded data were derived.
 KV5733
 KV5733_MARKER: DS = TRIANGULATION STATION DISK
 KV5733_SETTING: 21 = 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 = JULY 24, 2026 22:12:30 EDT
 KV4901 ***********************************************************************
 KV4901  DESIGNATION -  PINE BROOK
 KV4901  PID         -  KV4901
 KV4901  STATE/COUNTY-  NJ/MORRIS
 KV4901  COUNTRY     -  US
 KV4901  USGS QUAD   -  CALDWELL (2019)
 KV4901
 KV4901                         *CURRENT SURVEY CONTROL
 KV4901  ______________________________________________________________________
 KV4901* NAD 83(1996) POSITION- 40 51 35.53907(N) 074 20 27.85057(W)   ADJUSTED
 KV4901* NAVD 88 ORTHO HEIGHT -    64.    (meters)      210.    (feet) SCALED
 KV4901  ______________________________________________________________________
 KV4901  GEOID HEIGHT    -        -32.609 (meters)                     GEOID18
 KV4901  LAPLACE CORR    -          3.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4901.GEOID18 height accuracy estimate available here.
 KV4901
 KV4901.Click photographs - Photos may exist for this station.
 KV4901
 KV4901.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4901
 KV4901. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5553423410(NAD 83)
 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
 KV4901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4901.See file dsdata.pdf to determine how the superseded data were derived.
 KV4901
 KV4901_MARKER: DS = TRIANGULATION STATION DISK
 KV4901_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 JU3013 ***********************************************************************
 JU3013  DESIGNATION -  PINE HILL
 JU3013  PID         -  JU3013
 JU3013  STATE/COUNTY-  NJ/CAMDEN
 JU3013  COUNTRY     -  US
 JU3013  USGS QUAD   -  CLEMENTON (2019)
 JU3013
 JU3013                         *CURRENT SURVEY CONTROL
 JU3013  ______________________________________________________________________
 JU3013* NAD 83(1996) POSITION- 39 47 54.09859(N) 074 59 34.85012(W)   ADJUSTED
 JU3013* NAVD 88 ORTHO HEIGHT -    61.0   (meters)      200.    (feet) VERTCON3
 JU3013  ______________________________________________________________________
 JU3013  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 JU3013  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3013.GEOID18 height accuracy estimate available here.
 JU3013
 JU3013.Click photographs - Photos may exist for this station.
 JU3013
 JU3013.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3013
 JU3013. The following values were computed from the NAD 83(1996) position.
 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       -   0.99999560  x   0.99992194  =   0.99991754
 JU3013!SPC PA S     -   0.99999560  x   1.00002385  =   1.00001945
 JU3013!UTM  18      -   0.99999560  x   0.99960000  =   0.99959560
 JU3013
 JU3013:                Primary Azimuth Mark                     Grid Az
 JU3013:SPC NJ       -  LIPPINCOTT                               253 20 32.3
 JU3013:SPC PA S     -  LIPPINCOTT                               251 14 16.8
 JU3013:UTM  18      -  LIPPINCOTT                               253 01 20.1
 JU3013
 JU3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0059805377(NAD 83)
 JU3013
 JU3013|---------------------------------------------------------------------|
 JU3013| PID    Reference Object                     Distance      Geod. Az  |
 JU3013|                                                           dddmmss.s |
 JU3013| JU3242 LIPPINCOTT                          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  USBS        -  39 47 51.03000(N)    074 59 16.50000(W) AD(       ) 3
 JU3013  USSD        -  39 47 54.09500(N)    074 59 36.08900(W) AD(       ) 3
 JU3013  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 JU3013
 JU3013.Superseded values are not recommended for survey control.
 JU3013
 JU3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3013.See file dsdata.pdf to determine how the superseded data were derived.
 JU3013
 JU3013_MARKER: V = STONE MONUMENT
 JU3013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3013
 JU3013  HISTORY     - Date     Condition        Report By
 JU3013  HISTORY     - 1838     MONUMENTED       COASUR
 JU3013  HISTORY     - 1951     GOOD             USGS
 JU3013
 JU3013                          STATION DESCRIPTION
 JU3013
 JU3013'DESCRIBED BY COAST SURVEY (CGS) 1838 (FRH)
 JU3013'THE ORIGINAL STATION PINE HILL APPEARS TO HAVE BEEN ESTABLISHED BY J.
 JU3013'FERGUSON IN 1838 AND SINCE THAT TIME HAS BEEN RECOVERED AND/OR MARKED
 JU3013'BY THE FOLLOWING PERSONS AND ORGANIZATIONS AT THE TIME INDICATED.
 JU3013'F.R. HASSLER 1842.  J. FARLEY, 1869.  F.P.  GERDES, 1880.  M.P.
 JU3013'PIERCE, 1881.  E.A. BOWSER, 1889.  W.T. MC CULLOUGH, 1900.  U.C.
 JU3013'CGS+SS, 1934.  IT IS NOT APPARENT THAT ALL OF THESE STATIONS WERE THE
 JU3013'SAME AND PINE HILL 2, AS RESET AND REMARKED BY THE STATE CONTROL
 JU3013'SURVEY IN 1934, IS CERTAINLY NONE OF THE ORIGINAL ONES.  FOR, ALTHOUGH
 JU3013'AN OLD STONE POST, PROBABLY THE ONE SET BY E.A. BOWSER IN 1889 WAS
 JU3013'RESET.  THE UNDERGROUND MARK WAS NOT RECOVERED AND ACCORDING TO LOCAL
 JU3013'INFORMATION OBTAINED BY THE STATE CONTROL SURVEY ORGANIZATION, IT HAS
 JU3013'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 = JULY 24, 2026 22:12:30 EDT
 JU3014 ***********************************************************************
 JU3014  DESIGNATION -  PINE HILL 2 RESET
 JU3014  PID         -  JU3014
 JU3014  STATE/COUNTY-  NJ/CAMDEN
 JU3014  COUNTRY     -  US
 JU3014  USGS QUAD   -  CLEMENTON (2019)
 JU3014
 JU3014                         *CURRENT SURVEY CONTROL
 JU3014  ______________________________________________________________________
 JU3014* NAD 83(2011) POSITION- 39 47 54.10926(N) 074 59 34.85823(W)   ADJUSTED
 JU3014* NAD 83(2011) ELLIP HT-    27.463 (meters)        (06/27/12)   ADJUSTED
 JU3014* NAD 83(2011) EPOCH   -  2010.00
 JU3014* NAVD 88 ORTHO HEIGHT -    60.426 (meters)      198.25  (feet) ADJUSTED
 JU3014  ______________________________________________________________________
 JU3014  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 JU3014  NAD 83(2011) X  -  1,270,625.922 (meters)                     COMP
 JU3014  NAD 83(2011) Y  - -4,739,729.508 (meters)                     COMP
 JU3014  NAD 83(2011) Z  -  4,060,827.490 (meters)                     COMP
 JU3014  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 JU3014  DYNAMIC HEIGHT  -         60.398 (meters)      198.16  (feet) COMP
 JU3014  MODELED GRAVITY -    980,159.4   (mgal)                       NAVD 88
 JU3014
 JU3014  VERT ORDER      -  FIRST     CLASS II
 JU3014
 JU3014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3014  Standards:
 JU3014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3014  -------------------------------------------------------------------
 JU3014  NETWORK    0.42   0.80           0.19   0.15   0.41      0.14073336
 JU3014  -------------------------------------------------------------------
 JU3014  Click here for local accuracies and other accuracy information.
 JU3014
 JU3014.The horizontal coordinates were established by GPS observations
 JU3014.and adjusted by the National Geodetic Survey in June 2012.
 JU3014
 JU3014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3014.been affixed to the stable North American tectonic plate. See 
 JU3014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3014
 JU3014.The horizontal coordinates are valid at the epoch date displayed above
 JU3014.which is a decimal equivalence of Year/Month/Day.
 JU3014
 JU3014.The orthometric height was determined by differential leveling and
 JU3014.adjusted by the NATIONAL GEODETIC SURVEY
 JU3014.in September 1996.
 JU3014
 JU3014.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3014.GEOID18 height accuracy estimate available here.
 JU3014
 JU3014.Click photographs - Photos may exist for this station.
 JU3014
 JU3014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3014
 JU3014.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3014
 JU3014.The ellipsoidal height was determined by GPS observations
 JU3014.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU3014
 JU3014;                    North         East     Units Scale Factor Converg.
 JU3014;SPC NJ       -   107,244.694   107,780.004   MT  0.99992194   -0 18 56.1
 JU3014;SPC NJ       -   351,851.97    353,608.23   sFT  0.99992194   -0 18 56.1
 JU3014;UTM  18      - 4,405,377.973   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  =   0.99959569
 JU3014
 JU3014:                Primary Azimuth Mark                     Grid Az
 JU3014:SPC NJ       -  BERLIN RESET                             074 54 30.2
 JU3014:UTM  18      -  BERLIN RESET                             074 35 18.0
 JU3014
 JU3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0059705377(NAD 83)
 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 0685805.4 |
 JU3014| JU3012 BERLIN RESET                        APPROX. 7.2 KM 0743534.1 |
 JU3014| CB2857 PINE HILL 2 RM 3                     27.704 METERS 16032     |
 JU3014| CB2855 MON 3915                                           1934018.4 |
 JU3014| AB6657 PINE HILL 2 RM 1                     23.436 METERS 21510     |
 JU3014|---------------------------------------------------------------------|
 JU3014
 JU3014                          SUPERSEDED SURVEY CONTROL
 JU3014
 JU3014  NAD 83(2007)-  39 47 54.10964(N)    074 59 34.85886(W) AD(2002.00) 0
 JU3014  ELLIP H (02/10/07)   27.467  (m)                       GP(2002.00)    
 JU3014  ELLIP H (09/23/02)   27.450  (m)                       GP(       ) 4 2
 JU3014  NAD 83(1996)-  39 47 54.10901(N)    074 59 34.85823(W) AD(       ) B
 JU3014  ELLIP H (07/24/97)   27.470  (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)   27.405  (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)   27.407  (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              60.43   (m)          198.3    (f) LEVELING    3  
 JU3014  NAVD 88 (06/28/94)   60.3    (m)  GEOID93  model used  GPS OBS        
 JU3014  NGVD 29 (08/10/88)   60.7    (m)  RAPSU86  model used  GPS OBS        
 JU3014  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 JU3014
 JU3014.Superseded values are not recommended for survey control.
 JU3014
 JU3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3014.See file dsdata.pdf to determine how the superseded data were derived.
 JU3014
 JU3014_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3014_STAMPING: PINE HILL 2 1935 1979
 JU3014_MARK LOGO: NGS
 JU3014_PROJECTION: PROJECTING 15 CENTIMETERS
 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 NOT SUITABLE FOR
 JU3014+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2021
 JU3014
 JU3014  HISTORY     - Date     Condition        Report By
 JU3014  HISTORY     - 1838     MONUMENTED
 JU3014  HISTORY     - 1935     SEE DESCRIPTION  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  HISTORY     - 20210820 SEE DESCRIPTION  NJGS
 JU3014
 JU3014                          STATION DESCRIPTION
 JU3014
 JU3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (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 (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.
 JU3014
 JU3014                          STATION RECOVERY (2021)
 JU3014
 JU3014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (MI)
 JU3014'LOCATION IS IN A WOODED AREA AND LAST DESCRIPTION STATES ITS MISSING,
 JU3014'NOT USABLE FOR OPUS.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AB6657 ***********************************************************************
 AB6657  DESIGNATION -  PINE HILL 2 RM 1
 AB6657  PID         -  AB6657
 AB6657  STATE/COUNTY-  NJ/CAMDEN
 AB6657  COUNTRY     -  US
 AB6657  USGS QUAD   -  CLEMENTON (2019)
 AB6657
 AB6657                         *CURRENT SURVEY CONTROL
 AB6657  ______________________________________________________________________
 AB6657* NAD 83(1986) POSITION- 39 47 53.49   (N) 074 59 35.43   (W)   HD_HELD1
 AB6657* NAVD 88 ORTHO HEIGHT -    60.815 (meters)      199.52  (feet) ADJUSTED
 AB6657  ______________________________________________________________________
 AB6657  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 AB6657  DYNAMIC HEIGHT  -         60.787 (meters)      199.43  (feet) COMP
 AB6657  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 AB6657
 AB6657  VERT ORDER      -  FIRST     CLASS II
 AB6657
 AB6657.The horizontal coordinates were determined by differentially corrected
 AB6657.hand held GPS observations or other comparable positioning techniques
 AB6657.and have an estimated accuracy of +/- 3 meters.
 AB6657
 AB6657.The orthometric height was determined by differential leveling and
 AB6657.adjusted by the NATIONAL GEODETIC SURVEY
 AB6657.in September 1996.
 AB6657
 AB6657.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6657.GEOID18 height accuracy estimate available here.
 AB6657
 AB6657.Click photographs - Photos may exist for this station.
 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       -   107,225.7     107,766.3     MT  (+/- 3 meters HH1 GPS) 
 AB6657
 AB6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0058405358(NAD 83)
 AB6657
 AB6657                          SUPERSEDED SURVEY CONTROL
 AB6657
 AB6657.No superseded survey control is available for this station.
 AB6657
 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 = JULY 24, 2026 22:12:30 EDT
 AB6658 ***********************************************************************
 AB6658  DESIGNATION -  PINE HILL 2 RM 4
 AB6658  PID         -  AB6658
 AB6658  STATE/COUNTY-  NJ/CAMDEN
 AB6658  COUNTRY     -  US
 AB6658  USGS QUAD   -  CLEMENTON (2019)
 AB6658
 AB6658                         *CURRENT SURVEY CONTROL
 AB6658  ______________________________________________________________________
 AB6658* NAD 83(1986) POSITION- 39 47 54.64   (N) 074 59 34.08   (W)   HD_HELD1
 AB6658* NAVD 88 ORTHO HEIGHT -    59.812 (meters)      196.23  (feet) ADJUSTED
 AB6658  ______________________________________________________________________
 AB6658  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 AB6658  DYNAMIC HEIGHT  -         59.784 (meters)      196.14  (feet) COMP
 AB6658  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 AB6658
 AB6658  VERT ORDER      -  FIRST     CLASS II
 AB6658
 AB6658.The horizontal coordinates were determined by differentially corrected
 AB6658.hand held GPS observations or other comparable positioning techniques
 AB6658.and have an estimated accuracy of +/- 3 meters.
 AB6658
 AB6658.The orthometric height was determined by differential leveling and
 AB6658.adjusted by the NATIONAL GEODETIC SURVEY
 AB6658.in September 1996.
 AB6658
 AB6658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6658.GEOID18 height accuracy estimate available here.
 AB6658
 AB6658.Click photographs - Photos may exist for this station.
 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       -   107,261.0     107,798.6     MT  (+/- 3 meters HH1 GPS) 
 AB6658
 AB6658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0061605394(NAD 83)
 AB6658
 AB6658                          SUPERSEDED SURVEY CONTROL
 AB6658
 AB6658.No superseded survey control is available for this station.
 AB6658
 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 = JULY 24, 2026 22:12:30 EDT
 KV5309 ***********************************************************************
 KV5309  DESIGNATION -  PINEHURST
 KV5309  PID         -  KV5309
 KV5309  STATE/COUNTY-  NJ/OCEAN
 KV5309  COUNTRY     -  US
 KV5309  USGS QUAD   -  CASSVILLE (2019)
 KV5309
 KV5309                         *CURRENT SURVEY CONTROL
 KV5309  ______________________________________________________________________
 KV5309* NAD 83(2011) POSITION- 40 00 59.77456(N) 074 26 19.90980(W)   ADJUSTED
 KV5309* NAD 83(2011) ELLIP HT-    25.613 (meters)        (06/27/12)   ADJUSTED
 KV5309* NAD 83(2011) EPOCH   -  2010.00
 KV5309* NAVD 88 ORTHO HEIGHT -    58.2   (meters)      191.    (feet) GPS OBS
 KV5309  ______________________________________________________________________
 KV5309  NAVD 88 orthometric height was determined with geoid model    GEOID93
 KV5309  GEOID HEIGHT    -        -32.881 (meters)                     GEOID93
 KV5309  GEOID HEIGHT    -        -32.628 (meters)                     GEOID18
 KV5309  NAD 83(2011) X  -  1,312,236.564 (meters)                     COMP
 KV5309  NAD 83(2011) Y  - -4,712,241.278 (meters)                     COMP
 KV5309  NAD 83(2011) Z  -  4,079,414.170 (meters)                     COMP
 KV5309  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 KV5309
 KV5309  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KV5309  Standards:
 KV5309         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KV5309            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KV5309  -------------------------------------------------------------------
 KV5309  NETWORK    0.24   0.45           0.11   0.08   0.23      0.02686247
 KV5309  -------------------------------------------------------------------
 KV5309  Click here for local accuracies and other accuracy information.
 KV5309
 KV5309.The horizontal coordinates were established by GPS observations
 KV5309.and adjusted by the National Geodetic Survey in June 2012.
 KV5309
 KV5309.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KV5309.been affixed to the stable North American tectonic plate. See 
 KV5309.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KV5309
 KV5309.The horizontal coordinates are valid at the epoch date displayed above
 KV5309.which is a decimal equivalence of Year/Month/Day.
 KV5309
 KV5309.The orthometric height was determined by GPS observations and a
 KV5309.high-resolution geoid model.
 KV5309
 KV5309.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5309.GEOID18 height accuracy estimate available here.
 KV5309
 KV5309.Click photographs - Photos may exist for this station.
 KV5309
 KV5309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5309
 KV5309.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5309
 KV5309.The ellipsoidal height was determined by GPS observations
 KV5309.and is referenced to NAD 83.
 KV5309
 KV5309. The following values were computed from the NAD 83(2011) position.
 KV5309
 KV5309;                    North         East     Units Scale Factor Converg.
 KV5309;SPC NJ       -   131,359.641   155,218.867   MT  0.99990034   +0 02 21.5
 KV5309;SPC NJ       -   430,969.09    509,247.23   sFT  0.99990034   +0 02 21.5
 KV5309;UTM  18      - 4,429,750.893   547,886.945   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 10.4
 KV5309:UTM  18      -  PINEHURST AZ MK 2                        166 06 52.9
 KV5309
 KV5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4788629750(NAD 83)
 KV5309
 KV5309|---------------------------------------------------------------------|
 KV5309| PID    Reference Object                     Distance      Geod. Az  |
 KV5309|                                                           dddmmss.s |
 KV5309| KV5310 PINEHURST AZ MK 2                   APPROX. 0.9 KM 1662831.9 |
 KV5309| CB5452 PINEHURST AZ MK 2 POT                              16629     |
 KV5309| CB5436 PINEHURST AZ MK                                    1663304.8 |
 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  NAD 83(2007)-  40 00 59.77496(N)    074 26 19.91046(W) AD(2002.00) 0
 KV5309  ELLIP H (02/10/07)   25.620  (m)                       GP(2002.00)    
 KV5309  ELLIP H (10/23/02)   25.643  (m)                       GP(       ) 4 1
 KV5309  NAD 83(1996)-  40 00 59.77473(N)    074 26 19.91037(W) AD(       ) 1
 KV5309  ELLIP H (05/14/99)   25.620  (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)   25.589  (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
 KV5309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5309.See file dsdata.pdf to determine how the superseded data were derived.
 KV5309
 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             USACE
 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  HISTORY     - 20060404 GOOD             BANC
 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 ARMY CORPS OF 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                          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.
 KV5309
 KV5309                          STATION RECOVERY (2006)
 KV5309
 KV5309'RECOVERY NOTE BY BANC 3 2006 (SC)
 KV5309'EAST SIDE OF COUNTY ROUTE 539, WITNESS POST ASSIST IN RECOVERY, TREES
 KV5309'NEARBY ON NORTHEAST SIDE, STONE WALL AND DRIVE TO THE NORTH,
 KV5309'PROPERTY MONUMENT TO THE SOUTH
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5310 ***********************************************************************
 KV5310  DESIGNATION -  PINEHURST AZ MK 2
 KV5310  PID         -  KV5310
 KV5310  STATE/COUNTY-  NJ/OCEAN
 KV5310  COUNTRY     -  US
 KV5310  USGS QUAD   -  CASSVILLE (2019)
 KV5310
 KV5310                         *CURRENT SURVEY CONTROL
 KV5310  ______________________________________________________________________
 KV5310* NAD 83(1996) POSITION- 40 00 30.79772(N) 074 26 10.84655(W)   NO CHECK
 KV5310* NAVD 88 ORTHO HEIGHT -    53.    (meters)      174.    (feet) SCALED
 KV5310  ______________________________________________________________________
 KV5310  GEOID HEIGHT    -        -32.648 (meters)                     GEOID18
 KV5310  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 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
 KV5310.No horizontal observational check was made to the station.
 KV5310
 KV5310.The orthometric height was scaled from a topographic map.
 KV5310
 KV5310.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5310.GEOID18 height accuracy estimate available here.
 KV5310
 KV5310.Click photographs - Photos may exist for this station.
 KV5310
 KV5310.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5310
 KV5310. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4810728858(NAD 83)
 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
 KV5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5310.See file dsdata.pdf to determine how the superseded data were derived.
 KV5310
 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 = JULY 24, 2026 22:12:30 EDT
 JU4099 ***********************************************************************
 JU4099  DESIGNATION -  PINEY AZ MK
 JU4099  PID         -  JU4099
 JU4099  STATE/COUNTY-  NJ/ATLANTIC
 JU4099  COUNTRY     -  US
 JU4099  USGS QUAD   -  NEWTONVILLE (2019)
 JU4099
 JU4099                         *CURRENT SURVEY CONTROL
 JU4099  ______________________________________________________________________
 JU4099* NAD 83(1996) POSITION- 39 36 33.41732(N) 074 45 30.05307(W)   NO CHECK
 JU4099* NAVD 88 ORTHO HEIGHT -    29.    (meters)       95.    (feet) SCALED
 JU4099  ______________________________________________________________________
 JU4099  GEOID HEIGHT    -        -33.474 (meters)                     GEOID18
 JU4099  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 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
 JU4099.No horizontal observational check was made to the station.
 JU4099
 JU4099.The orthometric height was scaled from a topographic map.
 JU4099
 JU4099.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4099.GEOID18 height accuracy estimate available here.
 JU4099
 JU4099.Click photographs - Photos may exist for this station.
 JU4099
 JU4099.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4099
 JU4099. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2074484420(NAD 83)
 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
 JU4099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4099.See file dsdata.pdf to determine how the superseded data were derived.
 JU4099
 JU4099_MARKER: DZ = AZIMUTH MARK DISK
 JU4099_SETTING: 7 = 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4099+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2009
 JU4099
 JU4099  HISTORY     - Date     Condition        Report By
 JU4099  HISTORY     - 1988     MONUMENTED       NJGS
 JU4099  HISTORY     - 20090331 GOOD             INDIV
 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.
 JU4099
 JU4099                          STATION RECOVERY (2009)
 JU4099
 JU4099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU4099'THE STATION WAS RECOVERED AS DESCRIBED IN THE SOUTHWEST SHOULDER OF
 JU4099'MOSS MILL ROAD ACROSS FROM A SAND ROAD (6TH ST).
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU4373 ***********************************************************************
 JU4373  DESIGNATION -  PINEY RESET
 JU4373  PID         -  JU4373
 JU4373  STATE/COUNTY-  NJ/ATLANTIC
 JU4373  COUNTRY     -  US
 JU4373  USGS QUAD   -  NEWTONVILLE (2019)
 JU4373
 JU4373                         *CURRENT SURVEY CONTROL
 JU4373  ______________________________________________________________________
 JU4373* NAD 83(2011) POSITION- 39 36 50.01695(N) 074 45 10.31032(W)   ADJUSTED
 JU4373* NAD 83(2011) ELLIP HT-     1.495 (meters)        (06/27/12)   ADJUSTED
 JU4373* NAD 83(2011) EPOCH   -  2010.00
 JU4373* NAVD 88 ORTHO HEIGHT -    35.0   (meters)      115.    (feet) GPS OBS
 JU4373  ______________________________________________________________________
 JU4373  NAVD 88 orthometric height was determined with geoid model    GEOID93
 JU4373  GEOID HEIGHT    -        -33.750 (meters)                     GEOID93
 JU4373  GEOID HEIGHT    -        -33.459 (meters)                     GEOID18
 JU4373  NAD 83(2011) X  -  1,293,916.812 (meters)                     COMP
 JU4373  NAD 83(2011) Y  - -4,746,966.930 (meters)                     COMP
 JU4373  NAD 83(2011) Z  -  4,045,053.792 (meters)                     COMP
 JU4373  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 JU4373
 JU4373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4373  Standards:
 JU4373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4373  -------------------------------------------------------------------
 JU4373  NETWORK    0.39   0.67           0.16   0.16   0.34     -0.16495298
 JU4373  -------------------------------------------------------------------
 JU4373  Click here for local accuracies and other accuracy information.
 JU4373
 JU4373.The horizontal coordinates were established by GPS observations
 JU4373.and adjusted by the National Geodetic Survey in June 2012.
 JU4373
 JU4373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4373.been affixed to the stable North American tectonic plate. See 
 JU4373.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4373
 JU4373.The horizontal coordinates are valid at the epoch date displayed above
 JU4373.which is a decimal equivalence of Year/Month/Day.
 JU4373
 JU4373.The orthometric height was determined by GPS observations and a
 JU4373.high-resolution geoid model.
 JU4373
 JU4373.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4373.GEOID18 height accuracy estimate available here.
 JU4373
 JU4373.Click photographs - Photos may exist for this station.
 JU4373
 JU4373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4373
 JU4373.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4373
 JU4373.The ellipsoidal height was determined by GPS observations
 JU4373.and is referenced to NAD 83.
 JU4373
 JU4373. The following values were computed from the NAD 83(2011) position.
 JU4373
 JU4373;                    North         East     Units Scale Factor Converg.
 JU4373;SPC NJ       -    86,679.492   128,288.003   MT  0.99990580   -0 09 40.4
 JU4373;SPC NJ       -   284,380.97    420,891.56   sFT  0.99990580   -0 09 40.4
 JU4373;UTM  18      - 4,384,933.787   521,213.802   MT  0.99960554   +0 09 27.3
 JU4373
 JU4373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4373!SPC NJ       -   0.99999977  x   0.99990580  =   0.99990557
 JU4373!UTM  18      -   0.99999977  x   0.99960554  =   0.99960531
 JU4373
 JU4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2121384933(NAD 83)
 JU4373
 JU4373                          SUPERSEDED SURVEY CONTROL
 JU4373
 JU4373  NAD 83(2007)-  39 36 50.01737(N)    074 45 10.31102(W) AD(2002.00) 0
 JU4373  ELLIP H (02/10/07)    1.499  (m)                       GP(2002.00)    
 JU4373  ELLIP H (10/23/02)    1.525  (m)                       GP(       ) 4 1
 JU4373  NAD 83(1996)-  39 36 50.01734(N)    074 45 10.31124(W) AD(       ) 1
 JU4373  ELLIP H (05/14/99)    1.502  (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
 JU4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4373.See file dsdata.pdf to determine how the superseded data were derived.
 JU4373
 JU4373_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4373_STAMPING: PINEY 1935 1985
 JU4373_MARK LOGO: NGS
 JU4373_PROJECTION: RECESSED 25 CENTIMETERS
 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 NOT SUITABLE FOR
 JU4373+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2019
 JU4373
 JU4373  HISTORY     - Date     Condition        Report By
 JU4373  HISTORY     - 19850403 MONUMENTED       NGS
 JU4373  HISTORY     - 1988     GOOD             NJGS
 JU4373  HISTORY     - 19930603 POOR             NJGS
 JU4373  HISTORY     - 20090331 GOOD             INDIV
 JU4373  HISTORY     - 20191010 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
 JU4373'(0.036 FT) OR 0.04 FT (1.22 CM) WAS NOTED TO RM ONE.  A DIFFERENCE OF
 JU4373'5 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.
 JU4373'
 JU4373'THE STATION IS LOCATED ABOUT 12-3/4 KM NW FROM EGG HARBOR, 4-3/4 KM E
 JU4373'FROM HAMMONTON AND NEAR THE HEADWATER OF HAMMONTON CREEK.
 JU4373'OWNERSHIP--ROAD RIGHT-OF-WAY.
 JU4373'
 JU4373'TO REACH THE STATION FROM THE INTERSECTION OF U.S HWYS 30 AND 206
 JU4373'WHICH IS 3-1/4 KM N OF HAMMONTON, GO SE ON U.S HWY 30 FOR 4.1 KM
 JU4373'(2.55 MI) TO A ROAD LEFT.  TURN LEFT AND GO E ON COUNTY ROAD 561 (ROSS
 JU4373'MILL ROAD) FOR 1.45 KM (0.90 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND
 JU4373'GO N ON SIXTH STREET FOR 0.65 KM (0.40 MI) TO THE STATION ON THE
 JU4373'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
 JU4373'(0.5 M) N FROM A CARSONITE WITNESS POST AND 0.7 FT (21.3 CM) SW FROM
 JU4373'6-INCH OAK TREE.
 JU4373'
 JU4373'RM 1 IS A STANDARD CGS DISK STAMPED ---PINEY NO 1 1935---, SET INTO
 JU4373'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 JU4373'FLUSH WITH GROUND.  THE STATION IS LOCATED 20.0 FT (6.1 M) W FROM THE
 JU4373'CENTER OF SIXTH STREET, 59.2 FT (18.0 M) SW FROM THE WITNESS POST AND
 JU4373'54.00 FT (16.46 M) S FROM THE APPROXIMATE TOP OF THE HILL.
 JU4373'
 JU4373'RM NO 2, IS A STANDARD CGS DISK STAMPED ---PINEY NO 2 1935---, SET
 JU4373'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JU4373'DIAMETER, RECESSED 5 INCHES (12 CM) BELOW THE GROUND, LOCATED 37.6 FT
 JU4373'(11.5 M) W FROM THE CENTER OF SIXTH STREET, 66.7 FT (20.3 M) NW FROM
 JU4373'THE WITNESS POST AND 36.0 FT (11.0 M) N FROM THE APPROXIMATE CENTER OF
 JU4373'THE TOP OF 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.  THE STATION MARK HAD BEEN SET
 JU4373'IN 1985 BY SOMEONE BUT RECORDS WERE LOST OR MISPLACED.  THE STATION
 JU4373'MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  AFTER FOUR HOURS OF
 JU4373'CLEARING AN AZIMUTH MARK WAS SET AND POLARIS OBSERVED.  THE OLD
 JU4373'REFERENCE MARK DISTANCES CHECKED WITHIN 2 MILLIMETERS.  THE ANGLE
 JU4373'MISSED BY 5.5 MINUTES WITH THE PUBLISHED BUT AGREED WITH OBSERVATIONS
 JU4373'BY NJGS IN 1984.
 JU4373'
 JU4373'THE STATION IS LOCATED ABOUT 12.8 KM (7.9 MI) NORTHWEST OF EGG HARBOR,
 JU4373'4.8 KM (3.0 MI) EAST-SOUTHEAST OF MAMMONTON AND 1.2 KM (0.8 MI)
 JU4373'NORTHEAST OF THE AMTRAK RAILWAY LINE IN AN AREA OF SCRUB PINE AND
 JU4373'UNDERBRUSH.  OWNERSHIP--STREET RIGHT OF WAY
 JU4373'
 JU4373'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 206 GO
 JU4373'EAST ON U.S. HIGHWAY 30 FOR 4.1 KM (2.55 MI) TO A ROAD CROSSING.  TURN
 JU4373'LEFT EAST ON ATLANTIC COUNTY ROUTE 561, MOSS MILL ROAD FOR 1.4 KM
 JU4373'(0.9 MI) TO A SAND TEE ROAD LEFT, 6TH STREET ON THE USGS QUADRANGLE
 JU4373'MAP.  TURN LEFT AND NORTH FOR 0.6 KM (0.4 MI) TO THE TOP OF A RISE AND
 JU4373'THE STATION IN THE RIGHT.
 JU4373'
 JU4373'THE STATION IS A STANDARD NGS DISK STAMPED ---PINEY 1935 1985---, SET
 JU4373'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED
 JU4373'25 CM BELOW GROUND.  LOCATED 4.5 METERS (14.6 FT) EAST FROM THE CENTER
 JU4373'OF THE ROAD, 1.8 METERS (6.0 FT) NORTH FROM A WITNESS POST AND 0.7
 JU4373'METERS (2.3 FT) SOUTHWEST FROM A 6 INCH OAK STUMP.  THE UNDERGROUND
 JU4373'MARK IS A STANDARD CGS DISK STAMPED ---PINEY 1935---, SET INTO AN
 JU4373'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 JU4373'
 JU4373'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED
 JU4373'---PINEY 1935 NO 1---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU4373'30 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED 6.5 METERS
 JU4373'(21.0 FT) WEST FROM THE CENTER OF THE ROAD AND 18.0 METERS (59.2 FT)
 JU4373'SOUTHWEST FROM A WITNESS POST.  MARK IS LEVEL WITH THE STATION.
 JU4373'
 JU4373'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK STAMPED
 JU4373'---PINEY NO 2 1935---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU4373'30 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED 11.4 METERS
 JU4373'(37.6 FT) WEST FROM THE CENTER OF THE ROAD AND 20.3 METERS (66.7 FT)
 JU4373'NORTHWEST FROM THE WITNESS POST.  MARK IS LEVEL WITH THE STATION.
 JU4373'
 JU4373'AZIMUTH MARK NO. 1 IS A STANDARD NJGS DISK STAMPED
 JU4373'---PINEY 1988 AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4373'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 8.4 METERS (27.6 FT)
 JU4373'NORTH-NORTHWEST FROM A 8 INCH PINE TREE, 6.75 METERS (22.1 FT) SOUTH
 JU4373'FROM THE CENTER OF MOSS MILL ROAD, 5.7 METERS (18.7 FT) WEST-NORTHWEST
 JU4373'FROM A 6 INCH OAK TREE AND 3.0 METERS (9.8 FT) WEST FROM A DIM WOODS
 JU4373'ROAD.
 JU4373'
 JU4373'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH FOR 0.64 KM (0.4 MI)
 JU4373'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.
 JU4373
 JU4373                          STATION RECOVERY (2009)
 JU4373
 JU4373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 JU4373'THE STATION, REFERENCE MARK NO.1, REFERENCE MARK NO. 2 AND THE AZIMUTH
 JU4373'MARK WERE ALL RECOVERED AS DESCRIBED IN 1988 EXCEPT THAT NO WITNESS
 JU4373'POST WAS OBSERVED AND THE SAND ROAD (6TH ST.) IS NOW BARRICADED AND
 JU4373'CLOSED TO VEHICULAR TRAFFIC AT MOSS MILL ROAD.
 JU4373'THE STATION IS LOCATED IN A DEPRESSION ABOUT 3 FT ACROSS AND ABOUT 1.5
 JU4373'FT BELOW THE SURFACE OF THE SURROUNDING GROUND. THE STATION DISK HAS
 JU4373'SOME SURFACE DAMAGE BUT IS READABLE AND IS STILL IN ITS SETTING. THE
 JU4373'REFERENCE MARKS AND AZIMUTH MARK ARE IN GOOD CONDITION.
 JU4373'SEE JU4099 FOR RECOVERY OF PINEY AZ MK.
 JU4373
 JU4373                          STATION RECOVERY (2019)
 JU4373
 JU4373'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2019 (MK)
 JU4373'TOO MANY TREES FOR GPS OBSERVATIONS.  DISK APPEARS SLANTED AND
 JU4373'SCRATCHED.  SAND ROAD IS CALLED SIXTH STREET.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DS3031 ***********************************************************************
 DS3031  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3031  DESIGNATION -  PIPE
 DS3031  PID         -  DS3031
 DS3031  STATE/COUNTY-  NJ/HUDSON
 DS3031  COUNTRY     -  US
 DS3031  USGS QUAD   -  ELIZABETH (2016)
 DS3031
 DS3031                         *CURRENT SURVEY CONTROL
 DS3031  ______________________________________________________________________
 DS3031* NAD 83(2011) POSITION- 40 39 16.60435(N) 074 08 25.21184(W)   ADJUSTED
 DS3031* NAD 83(2011) ELLIP HT-   -29.424 (meters)        (11/22/24)   ADJUSTED
 DS3031* NAD 83(2011) EPOCH   -  2010.00
 DS3031* NAVD 88 ORTHO HEIGHT -     2.82  (meters)        9.3   (feet) GPS OBS
 DS3031  ______________________________________________________________________
 DS3031  GEOID HEIGHT    -        -32.237 (meters)                     GEOID18
 DS3031  NAD 83(2011) X  -  1,324,227.872 (meters)                     COMP
 DS3031  NAD 83(2011) Y  - -4,661,190.162 (meters)                     COMP
 DS3031  NAD 83(2011) Z  -  4,133,381.100 (meters)                     COMP
 DS3031  LAPLACE CORR    -          5.43  (seconds)                    DEFLEC18
 DS3031
 DS3031  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3031  Standards:
 DS3031         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3031            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3031  -------------------------------------------------------------------
 DS3031  NETWORK    0.47   0.76           0.21   0.17   0.39     -0.05238598
 DS3031  -------------------------------------------------------------------
 DS3031  Click here for local accuracies and other accuracy information.
 DS3031
 DS3031.The horizontal coordinates were established by GPS observations
 DS3031.and adjusted by the MCKIM AND CREED in November 2024.
 DS3031
 DS3031.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3031.been affixed to the stable North American tectonic plate. See 
 DS3031.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3031
 DS3031.The horizontal coordinates are valid at the epoch date displayed above
 DS3031.which is a decimal equivalence of Year/Month/Day.
 DS3031
 DS3031.The orthometric height was determined by GPS observations and a
 DS3031.high-resolution geoid model using precise GPS observation and
 DS3031.processing techniques.
 DS3031
 DS3031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3031.GEOID18 height accuracy estimate available here.
 DS3031
 DS3031.Click photographs - Photos may exist for this station.
 DS3031
 DS3031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3031
 DS3031.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3031
 DS3031.The ellipsoidal height was determined by GPS observations
 DS3031.and is referenced to NAD 83.
 DS3031
 DS3031. The following values were computed from the NAD 83(2011) position.
 DS3031
 DS3031;                    North         East     Units Scale Factor Converg.
 DS3031;SPC NJ       -   202,258.094   180,414.744   MT  0.99991138   +0 14 03.6
 DS3031;SPC NJ       -   663,575.10    591,910.71   sFT  0.99991138   +0 14 03.6
 DS3031;UTM  18      - 4,500,772.122   572,675.514   MT  0.99966501   +0 33 36.3
 DS3031
 DS3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3031!SPC NJ       -   1.00000462  x   0.99991138  =   0.99991600
 DS3031!UTM  18      -   1.00000462  x   0.99966501  =   0.99966962
 DS3031
 DS3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7267500772(NAD 83)
 DS3031
 DS3031                          SUPERSEDED SURVEY CONTROL
 DS3031
 DS3031.No superseded survey control is available for this station.
 DS3031
 DS3031_MARKER: DD = SURVEY DISK
 DS3031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS3031_SP_SET: PIER
 DS3031_STAMPING: PIPELINE 1991
 DS3031_MARK LOGO: USACE
 DS3031_PROJECTION: FLUSH
 DS3031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3031+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2024
 DS3031
 DS3031  HISTORY     - Date     Condition        Report By
 DS3031  HISTORY     - 1991     MONUMENTED       USACE
 DS3031  HISTORY     - 20240915 GOOD             USACE
 DS3031
 DS3031                          STATION DESCRIPTION
 DS3031
 DS3031'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3031'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF ROSELLE, 6.0 MI
 DS3031'(9.7 KM) SOUTH-SOUTHWEST OF JERSEY CITY AND 3.8 MI (6.1 KM) EAST OF
 DS3031'ELIZABETH.
 DS3031'
 DS3031'TO REACH THE STATION FROM THE INTERSECTION OF AVENUE.  A AND NORTH
 DS3031'STREET IN BAYONNE, NJ HEAD SOUTH ON AVENUE A AND TURN RIGHT INTO OLD
 DS3031'SHOPPING CENTER WITH A PLANET FITNESS.  FOLLOW ROAD BEHIND PLANET
 DS3031'FITNESS.  FOLLOW ROAD BEHIND PLANET FITNESS AROUND BUILDING AND HEAD
 DS3031'SOUTHWEST FOR 400FT.
 DS3031'
 DS3031'MARK IS SET IN CONCRETE/STONE PIER 9.6 FT (2.9 M) WEST OF EDGE OF
 DS3031'PAVEMENT, 16 FT (4.9 M) SOUTH OF CONCRETE PIER TO THE NORTH AND 7.5 FT
 DS3031'(2.3 M) NORTH OF CONCRETE PIER TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DI3830 ***********************************************************************
 DI3830  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI3830  DESIGNATION -  PISCATAWAY CORS ARP
 DI3830  CORS_ID     -  NJTP
 DI3830  PID         -  DI3830
 DI3830  STATE/COUNTY-  NJ/MIDDLESEX
 DI3830  COUNTRY     -  US
 DI3830  USGS QUAD   -  PLAINFIELD (2019)
 DI3830
 DI3830                         *CURRENT SURVEY CONTROL
 DI3830  ______________________________________________________________________
 DI3830* NAD 83(2011) POSITION- 40 32 25.84172(N) 074 28 04.13516(W)   ADJUSTED
 DI3830* NAD 83(2011) ELLIP HT-     0.373 (meters)        (04/??/25)   ADJUSTED
 DI3830* NAD 83(2011) EPOCH   -  2010.00
 DI3830* NAVD 88 ORTHO HEIGHT -    33.403 (meters)      109.59  (feet) ADJUSTED
 DI3830  ______________________________________________________________________
 DI3830  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 DI3830  NAD 83(2011) X  -  1,299,778.922 (meters)                     COMP
 DI3830  NAD 83(2011) Y  - -4,676,648.574 (meters)                     COMP
 DI3830  NAD 83(2011) Z  -  4,123,779.857 (meters)                     COMP
 DI3830  VERT ORDER      -  FIRST     CLASS II
 DI3830
 DI3830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3830  Standards:
 DI3830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3830  -------------------------------------------------------------------
 DI3830  NETWORK    0.12   0.27           0.06   0.03   0.14      0.25921900
 DI3830  -------------------------------------------------------------------
 DI3830
 DI3830.The coordinates were established by GPS observations
 DI3830.and adjusted by the National Geodetic Survey in April 2025.
 DI3830
 DI3830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3830.been affixed to the stable North American Tectonic Plate. 
 DI3830
 DI3830.The coordinates are valid at the epoch date displayed above
 DI3830.which is a decimal equivalence of Year/Month/Day.
 DI3830
 DI3830.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI3830.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI3830.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI3830.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI3830.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI3830.published epoch of 2010.00.
 DI3830
 DI3830.Additional information on MYCS is available at:
 DI3830.https://geodesy.noaa.gov/CORS/index.shtml
 DI3830
 DI3830.The orthometric height was determined by differential leveling and
 DI3830.adjusted by the NATIONAL GEODETIC SURVEY
 DI3830.in April 2013.
 DI3830
 DI3830.No vertical observational check was made to the station.
 DI3830
 DI3830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3830.GEOID18 height accuracy estimate available here.
 DI3830
 DI3830.The PID for the CORS L1 Phase Center is DQ6468.
 DI3830
 DI3830.Click photographs - Photos may exist for this station.
 DI3830
 DI3830.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI3830
 DI3830.The ellipsoidal height was determined by GPS observations
 DI3830.and is referenced to NAD 83.
 DI3830
 DI3830. The following values were computed from the NAD 83(2011) position.
 DI3830
 DI3830;                    North         East     Units Scale Factor Converg.
 DI3830;SPC NJ       -   189,527.220   152,726.309   MT  0.99990009   +0 01 15.3
 DI3830;SPC NJ       -   621,807.22    501,069.57   sFT  0.99990009   +0 01 15.3
 DI3830;UTM  18      - 4,487,887.571   545,067.025   MT  0.99962500   +0 20 45.3
 DI3830
 DI3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3830!SPC NJ       -   0.99999994  x   0.99990009  =   0.99990003
 DI3830!UTM  18      -   0.99999994  x   0.99962500  =   0.99962494
 DI3830
 DI3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4506787887(NAD 83)
 DI3830
 DI3830                          SUPERSEDED SURVEY CONTROL
 DI3830
 DI3830  NAD 83(2011)-  40 32 25.84185(N)    074 28 04.13513(W) AD(2010.00) c
 DI3830  ELLIP H (05/??/21)    0.369  (m)                       GP(2010.00) c c
 DI3830  NAD 83(2011)-  40 32 25.84149(N)    074 28 04.13512(W) AD(2010.00) c
 DI3830  ELLIP H (06/??/19)    0.389  (m)                       GP(2010.00) c c
 DI3830  NAD 83(2011)-  40 32 25.84153(N)    074 28 04.13508(W) AD(2010.00) c
 DI3830  ELLIP H (08/??/11)    0.374  (m)                       GP(2010.00) c c
 DI3830  NAD 83(CORS)-  40 32 25.84180(N)    074 28 04.13522(W) AD(2002.00) c
 DI3830  ELLIP H (03/??/07)    0.375  (m)                       GP(2002.00) c c
 DI3830
 DI3830.Superseded values are not recommended for survey control.
 DI3830
 DI3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3830.See file dsdata.pdf to determine how the superseded data were derived.
 DI3830
 DI3830_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI3830
 DI3830                          STATION DESCRIPTION
 DI3830
 DI3830'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI3830'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI3830'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI3830'AND LOG FILES ACCESSIBLE AT:
 DI3830'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV4891 ***********************************************************************
 KV4891  DESIGNATION -  PISCATAWAY VILL WATER WKS TANK
 KV4891  PID         -  KV4891
 KV4891  STATE/COUNTY-  NJ/MIDDLESEX
 KV4891  COUNTRY     -  US
 KV4891  USGS QUAD   -  PLAINFIELD (2019)
 KV4891
 KV4891                         *CURRENT SURVEY CONTROL
 KV4891  ______________________________________________________________________
 KV4891* NAD 83(1996) POSITION- 40 30 21.92891(N) 074 24 06.19263(W)   ADJUSTED
 KV4891  ______________________________________________________________________
 KV4891  GEOID HEIGHT    -        -32.814 (meters)                     GEOID18
 KV4891  LAPLACE CORR    -          5.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4891.GEOID18 height accuracy estimate available here.
 KV4891
 KV4891.Click photographs - Photos may exist for this station.
 KV4891
 KV4891.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4891
 KV4891. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5069084102(NAD 83)
 KV4891
 KV4891                          SUPERSEDED SURVEY CONTROL
 KV4891
 KV4891  NAD 83(1996)-  40 30 21.92858(N)    074 24 06.19369(W) AD(       ) 3
 KV4891  NAD 83(1986)-  40 30 21.93015(N)    074 24 06.19398(W) AD(       ) 3
 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
 KV4891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4891.See file dsdata.pdf to determine how the superseded data were derived.
 KV4891
 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 = JULY 24, 2026 22:12:30 EDT
 JU3231 ***********************************************************************
 JU3231  DESIGNATION -  PITMAN MUNICIPAL STANDPIPE
 JU3231  PID         -  JU3231
 JU3231  STATE/COUNTY-  NJ/GLOUCESTER
 JU3231  COUNTRY     -  US
 JU3231  USGS QUAD   -  PITMAN WEST (2019)
 JU3231
 JU3231                         *CURRENT SURVEY CONTROL
 JU3231  ______________________________________________________________________
 JU3231* NAD 83(1996) POSITION- 39 44 04.95702(N) 075 07 43.92311(W)   ADJUSTED
 JU3231  ______________________________________________________________________
 JU3231  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 JU3231  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3231.GEOID18 height accuracy estimate available here.
 JU3231
 JU3231.Click photographs - Photos may exist for this station.
 JU3231
 JU3231.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3231
 JU3231. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8895798321(NAD 83)
 JU3231
 JU3231                          SUPERSEDED SURVEY CONTROL
 JU3231
 JU3231  NAD 83(1991)-  39 44 04.95659(N)    075 07 43.92567(W) AD(       ) 3
 JU3231  NAD 83(1986)-  39 44 04.95021(N)    075 07 43.92826(W) AD(       ) 3
 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
 JU3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3231.See file dsdata.pdf to determine how the superseded data were derived.
 JU3231
 JU3231_MARKER: 52 = STANDPIPE TANK
 JU3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3231+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2007
 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  HISTORY     - 20070421 GOOD             UE
 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.
 JU3231
 JU3231                          STATION RECOVERY (2007)
 JU3231
 JU3231'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU3231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 AI5213 ***********************************************************************
 AI5213  DESIGNATION -  PK PIER
 AI5213  PID         -  AI5213
 AI5213  STATE/COUNTY-  NJ/MONMOUTH
 AI5213  COUNTRY     -  US
 AI5213  USGS QUAD   -  LONG BRANCH EAST (2019)
 AI5213
 AI5213                         *CURRENT SURVEY CONTROL
 AI5213  ______________________________________________________________________
 AI5213* NAD 83(1996) POSITION- 40 18 10.24834(N) 073 58 32.56512(W)   ADJUSTED
 AI5213* NAVD 88 ORTHO HEIGHT -     7.6   (meters)       25.    (feet) VERTCON3
 AI5213  ______________________________________________________________________
 AI5213  GEOID HEIGHT    -        -32.740 (meters)                     GEOID18
 AI5213  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5213.GEOID18 height accuracy estimate available here.
 AI5213
 AI5213.Click photographs - Photos may exist for this station.
 AI5213
 AI5213.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI5213
 AI5213. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000395  x   0.99992444  =   0.99992839
 AI5213!UTM  18      -   1.00000395  x   0.99969327  =   0.99969722
 AI5213
 AI5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8704661874(NAD 83)
 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
 AI5213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5213.See file dsdata.pdf to determine how the superseded data were derived.
 AI5213
 AI5213_MARKER: N = NAIL
 AI5213_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI5213+WITH SETTING: PAVEMENT
 AI5213_SP_SET: PIER
 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       NOS
 AI5213
 AI5213                          STATION DESCRIPTION
 AI5213
 AI5213'DESCRIBED BY NATIONAL OCEAN SERVICE 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 = JULY 24, 2026 22:12:30 EDT
 DG9909 ***********************************************************************
 DG9909  DESIGNATION -  PL 100 AZ MK
 DG9909  PID         -  DG9909
 DG9909  STATE/COUNTY-  NJ/MONMOUTH
 DG9909  COUNTRY     -  US
 DG9909  USGS QUAD   -  LONG BRANCH EAST (2019)
 DG9909
 DG9909                         *CURRENT SURVEY CONTROL
 DG9909  ______________________________________________________________________
 DG9909* NAD 83(1986) POSITION- 40 22 02.     (N) 073 58 28.     (W)   SCALED
 DG9909* NAVD 88 ORTHO HEIGHT -     1.687 (meters)        5.53  (feet) ADJUSTED
 DG9909  ______________________________________________________________________
 DG9909  GEOID HEIGHT    -        -32.648 (meters)                     GEOID18
 DG9909  DYNAMIC HEIGHT  -          1.686 (meters)        5.53  (feet) COMP
 DG9909  MODELED GRAVITY -    980,178.8   (mgal)                       NAVD 88
 DG9909
 DG9909  VERT ORDER      -  FIRST     CLASS II
 DG9909
 DG9909.The horizontal coordinates were scaled from a map and have
 DG9909.an estimated accuracy of +/- 6 seconds.
 DG9909
 DG9909.The orthometric height was determined by differential leveling and
 DG9909.adjusted by the NATIONAL GEODETIC SURVEY
 DG9909.in May 2006.
 DG9909
 DG9909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9909.GEOID18 height accuracy estimate available here.
 DG9909
 DG9909.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870690(NAD 83)
 DG9909
 DG9909                          SUPERSEDED SURVEY CONTROL
 DG9909
 DG9909.No superseded survey control is available for this station.
 DG9909
 DG9909_STAMPING: PL 100 AZ
 DG9909_MARK LOGO: USACE
 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       USACE
 DG9909  HISTORY     - 20030724 GOOD             NJGS
 DG9909  HISTORY     - 20150817 MARK NOT FOUND   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.
 DG9909
 DG9909                          STATION RECOVERY (2015)
 DG9909
 DG9909'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (FAC)
 DG9909'THE STATION WAS NOT RECOVERED AFTER A QUARTER HOUR SEARCH.  PORTIONS
 DG9909'OF THE WEST CURB OF ROUTE 36 IN THE VICINITY OF THE STATION ARE
 DG9909'MISSING.  THE STATION IS CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9908 ***********************************************************************
 DG9908  DESIGNATION -  PL 100 OFFSET
 DG9908  PID         -  DG9908
 DG9908  STATE/COUNTY-  NJ/MONMOUTH
 DG9908  COUNTRY     -  US
 DG9908  USGS QUAD   -  LONG BRANCH EAST (2019)
 DG9908
 DG9908                         *CURRENT SURVEY CONTROL
 DG9908  ______________________________________________________________________
 DG9908* NAD 83(1986) POSITION- 40 22 19.     (N) 073 58 29.     (W)   SCALED
 DG9908* NAVD 88 ORTHO HEIGHT -     1.494 (meters)        4.90  (feet) ADJUSTED
 DG9908  ______________________________________________________________________
 DG9908  GEOID HEIGHT    -        -32.640 (meters)                     GEOID18
 DG9908  DYNAMIC HEIGHT  -          1.494 (meters)        4.90  (feet) COMP
 DG9908  MODELED GRAVITY -    980,179.9   (mgal)                       NAVD 88
 DG9908
 DG9908  VERT ORDER      -  FIRST     CLASS II
 DG9908
 DG9908.The horizontal coordinates were scaled from a map and have
 DG9908.an estimated accuracy of +/- 6 seconds.
 DG9908
 DG9908.The orthometric height was determined by differential leveling and
 DG9908.adjusted by the NATIONAL GEODETIC SURVEY
 DG9908.in May 2006.
 DG9908
 DG9908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9908.GEOID18 height accuracy estimate available here.
 DG9908
 DG9908.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870695(NAD 83)
 DG9908
 DG9908                          SUPERSEDED SURVEY CONTROL
 DG9908
 DG9908.No superseded survey control is available for this station.
 DG9908
 DG9908_STAMPING: PL 100 OFFSET
 DG9908_MARK LOGO: USACE
 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       USACE
 DG9908  HISTORY     - 20030724 GOOD             NJGS
 DG9908  HISTORY     - 20171006 MARK NOT FOUND   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.
 DG9908
 DG9908                          STATION RECOVERY (2017)
 DG9908
 DG9908'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JBV)
 DG9908'MONUMENT WAS NOT FOUND.  TIES FALL UNDER A NEWLY CONSTRUCTED CURB.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DM7186 ***********************************************************************
 DM7186  DESIGNATION -  PL 230 AZ
 DM7186  PID         -  DM7186
 DM7186  STATE/COUNTY-  NJ/MONMOUTH
 DM7186  COUNTRY     -  US
 DM7186  USGS QUAD   -  ASBURY PARK (2019)
 DM7186
 DM7186                         *CURRENT SURVEY CONTROL
 DM7186  ______________________________________________________________________
 DM7186* NAD 83(1986) POSITION- 40 11 16.67   (N) 074 00 36.13   (W)   HD_HELD1
 DM7186* NAVD 88 ORTHO HEIGHT -     6.049 (meters)       19.85  (feet) ADJUSTED
 DM7186  ______________________________________________________________________
 DM7186  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 DM7186  DYNAMIC HEIGHT  -          6.046 (meters)       19.84  (feet) COMP
 DM7186  MODELED GRAVITY -    980,166.5   (mgal)                       NAVD 88
 DM7186
 DM7186  VERT ORDER      -  FIRST     CLASS II
 DM7186
 DM7186.The horizontal coordinates were determined by differentially corrected
 DM7186.hand held GPS observations or other comparable positioning techniques
 DM7186.and have an estimated accuracy of +/- 3 meters.
 DM7186
 DM7186.The orthometric height was determined by differential leveling and
 DM7186.adjusted by the NATIONAL GEODETIC SURVEY
 DM7186.in May 2011.
 DM7186
 DM7186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7186.GEOID18 height accuracy estimate available here.
 DM7186
 DM7186.Click photographs - Photos may exist for this station.
 DM7186
 DM7186.The dynamic height is computed by dividing the NAVD 88
 DM7186.geopotential number by the normal gravity value computed on the
 DM7186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7186.degrees latitude (g = 980.6199 gals.).
 DM7186
 DM7186.The modeled gravity was interpolated from observed gravity values.
 DM7186
 DM7186;                    North         East    Units  Estimated Accuracy
 DM7186;SPC NJ       -   150,498.3     191,720.9     MT  (+/- 3 meters HH1 GPS) 
 DM7186
 DM7186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8427149089(NAD 83)
 DM7186
 DM7186                          SUPERSEDED SURVEY CONTROL
 DM7186
 DM7186.No superseded survey control is available for this station.
 DM7186
 DM7186_MARKER: DD = SURVEY DISK
 DM7186_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7186_SP_SET: SET IN A PAVEMENT SUCH AS STREET
 DM7186_STAMPING: PL 230 AZ
 DM7186_MARK LOGO: USACE
 DM7186_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7186+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2019
 DM7186
 DM7186  HISTORY     - Date     Condition        Report By
 DM7186  HISTORY     - UNK      MONUMENTED       USACE
 DM7186  HISTORY     - 20080507 GOOD             NJGS
 DM7186  HISTORY     - 20190712 GOOD             INDIV
 DM7186
 DM7186                          STATION DESCRIPTION
 DM7186
 DM7186'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 DM7186'THE STATION IS LOCATED IN AVON-BY-THE-SEA, SET IN A DRILL HOLE IN THE
 DM7186'SIDEWALK ON THE NORTHEAST SIDE OF THE SHARK RIVER DRAWBRIDGE FOR OCEAN
 DM7186'AVENUE.
 DM7186'
 DM7186'THE STATION IS 6.4 FT (2.0 M) NORTHEAST OF THE NORTHEAST CURB OF OCEAN
 DM7186'AVENUE, 169 FT (51.5 M) NORTHWEST OF THE CENTER OF THE DRAW SPAN, 47.9
 DM7186'FT (14.6 M) EAST OF A POLE WITH NO NUMBER, 2.5 FT (0.8 M) SOUTHEAST OF
 DM7186'THE SOUTHWEST CORNER OF THE CONCRETE BALUSTRADE.
 DM7186
 DM7186                          STATION RECOVERY (2019)
 DM7186
 DM7186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (CB)
 DM7186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7973 ***********************************************************************
 DP7973  DESIGNATION -  PL 250 AZ
 DP7973  PID         -  DP7973
 DP7973  STATE/COUNTY-  NJ/MONMOUTH
 DP7973  COUNTRY     -  US
 DP7973  USGS QUAD   -  ASBURY PARK (2019)
 DP7973
 DP7973                         *CURRENT SURVEY CONTROL
 DP7973  ______________________________________________________________________
 DP7973* NAD 83(1986) POSITION- 40 10 10.68   (N) 074 00 59.23   (W)   HD_HELD1
 DP7973* NAVD 88 ORTHO HEIGHT -     3.429 (meters)       11.25  (feet) ADJUSTED
 DP7973  ______________________________________________________________________
 DP7973  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 DP7973  DYNAMIC HEIGHT  -          3.428 (meters)       11.25  (feet) COMP
 DP7973  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 DP7973
 DP7973  VERT ORDER      -  FIRST     CLASS II
 DP7973
 DP7973.The horizontal coordinates were determined by differentially corrected
 DP7973.hand held GPS observations or other comparable positioning techniques
 DP7973.and have an estimated accuracy of +/- 3 meters.
 DP7973
 DP7973.The orthometric height was determined by differential leveling and
 DP7973.adjusted by the NATIONAL GEODETIC SURVEY
 DP7973.in September 2015.
 DP7973
 DP7973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7973.GEOID18 height accuracy estimate available here.
 DP7973
 DP7973.Click photographs - Photos may exist for this station.
 DP7973
 DP7973.The dynamic height is computed by dividing the NAVD 88
 DP7973.geopotential number by the normal gravity value computed on the
 DP7973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7973.degrees latitude (g = 980.6199 gals.).
 DP7973
 DP7973.The modeled gravity was interpolated from observed gravity values.
 DP7973
 DP7973;                    North         East    Units  Estimated Accuracy
 DP7973;SPC NJ       -   148,460.1     191,185.6     MT  (+/- 3 meters HH1 GPS) 
 DP7973
 DP7973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8374747048(NAD 83)
 DP7973
 DP7973                          SUPERSEDED SURVEY CONTROL
 DP7973
 DP7973.No superseded survey control is available for this station.
 DP7973
 DP7973_MARKER: DD = SURVEY DISK
 DP7973_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7973_SP_SET: CURB
 DP7973_STAMPING: PL 250 AZ
 DP7973_MARK LOGO: USACE
 DP7973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7973+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP7973
 DP7973  HISTORY     - Date     Condition        Report By
 DP7973  HISTORY     - UNK      MONUMENTED       USACE
 DP7973  HISTORY     - 20120718 GOOD             NJGS
 DP7973  HISTORY     - 20220630 GOOD             NJGS
 DP7973
 DP7973                          STATION DESCRIPTION
 DP7973
 DP7973'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7973'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF POINT
 DP7973'PLEASANT, 5.7 MI (9.2 KM) NORTH-NORTHEAST OF POINT PLEASANT BEACH AND
 DP7973'3.5 MI (5.6 KM) SOUTH OF ASBURY PARK.
 DP7973'
 DP7973'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR, SET ON THE WEST SIDE
 DP7973'OF OCEAN AVENUE, SET FLUSH IN A DRILL HOLE IN A CONCRETE CURB AT THE
 DP7973'NORTHWEST CORNER OF THE TEE INTERSECTION OF OCEAN AVENUE AND 19TH
 DP7973'AVENUE.
 DP7973'
 DP7973'THE STATION IS 22.5 FT (6.9 M) WEST FROM THE CENTERLINE OF OCEAN
 DP7973'AVENUE, 29.0 FT (8.8 M) NORTH FROM THE CENTERLINE OF 19TH AVENUE, 6.7
 DP7973'FT (2.0 M) SOUTH FROM A FIRE HYDRANT AND 11.9 FT (3.6 M) SOUTH FROM
 DP7973'LIGHT POLE NUMBER 386.75M.
 DP7973
 DP7973                          STATION RECOVERY (2022)
 DP7973
 DP7973'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DP7973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7974 ***********************************************************************
 DP7974  DESIGNATION -  PL 260 AZ
 DP7974  PID         -  DP7974
 DP7974  STATE/COUNTY-  NJ/MONMOUTH
 DP7974  COUNTRY     -  US
 DP7974  USGS QUAD   -  ASBURY PARK (2019)
 DP7974
 DP7974                         *CURRENT SURVEY CONTROL
 DP7974  ______________________________________________________________________
 DP7974* NAD 83(1986) POSITION- 40 09 25.25   (N) 074 01 13.73   (W)   HD_HELD1
 DP7974* NAVD 88 ORTHO HEIGHT -     4.766 (meters)       15.64  (feet) ADJUSTED
 DP7974  ______________________________________________________________________
 DP7974  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 DP7974  DYNAMIC HEIGHT  -          4.763 (meters)       15.63  (feet) COMP
 DP7974  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 DP7974
 DP7974  VERT ORDER      -  FIRST     CLASS II
 DP7974
 DP7974.The horizontal coordinates were determined by differentially corrected
 DP7974.hand held GPS observations or other comparable positioning techniques
 DP7974.and have an estimated accuracy of +/- 3 meters.
 DP7974
 DP7974.The orthometric height was determined by differential leveling and
 DP7974.adjusted by the NATIONAL GEODETIC SURVEY
 DP7974.in September 2015.
 DP7974
 DP7974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7974.GEOID18 height accuracy estimate available here.
 DP7974
 DP7974.Click photographs - Photos may exist for this station.
 DP7974
 DP7974.The dynamic height is computed by dividing the NAVD 88
 DP7974.geopotential number by the normal gravity value computed on the
 DP7974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7974.degrees latitude (g = 980.6199 gals.).
 DP7974
 DP7974.The modeled gravity was interpolated from observed gravity values.
 DP7974
 DP7974;                    North         East    Units  Estimated Accuracy
 DP7974;SPC NJ       -   147,057.1     190,850.1     MT  (+/- 3 meters HH1 GPS) 
 DP7974
 DP7974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8342045644(NAD 83)
 DP7974
 DP7974                          SUPERSEDED SURVEY CONTROL
 DP7974
 DP7974.No superseded survey control is available for this station.
 DP7974
 DP7974_MARKER: DD = SURVEY DISK
 DP7974_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7974_SP_SET: SIDEWALK
 DP7974_STAMPING: PL 260 AZ
 DP7974_MARK LOGO: USACE
 DP7974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7974+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DP7974
 DP7974  HISTORY     - Date     Condition        Report By
 DP7974  HISTORY     - UNK      MONUMENTED       USACE
 DP7974  HISTORY     - 20120718 GOOD             NJGS
 DP7974  HISTORY     - 20220516 MARK NOT FOUND   NJGS
 DP7974
 DP7974                          STATION DESCRIPTION
 DP7974
 DP7974'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7974'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHEAST OF POINT
 DP7974'PLEASANT, 4.8 MI (7.7 KM) NORTH-NORTHEAST OF POINT PLEASANT BEACH AND
 DP7974'4.4 MI (7.1 KM) SOUTH OF ASBURY PARK.  THE STATION IS LOCATED IN THE
 DP7974'BOROUGH OF SPRING LAKE.
 DP7974'
 DP7974'THE STATION IS ON THE EAST SIDE OF OCEAN AVENUE, SET FLUSH IN A DRILL
 DP7974'HOLE IN A CONCRETE SIDEWALK LEADING TO A BOARDWALK, DIRECTLY OPPOSITE
 DP7974'THE TEE INTERSECTION WITH BRIGHTON AVENUE.
 DP7974'
 DP7974'THE STATION IS 94.3 FT (28.7 M) EAST FROM THE CENTERLINE OF OCEAN
 DP7974'AVENUE, 3.0 FT (0.9 M) WEST FROM THE EAST END OF THE CONCRETE
 DP7974'SIDEWALK, 20.6 FT (6.3 M) WEST FROM THE WEST EDGE OF THE BOARDWALK,
 DP7974'12.0 FT (3.7 M) SOUTH FROM THE CENTERLINE EXTENDED OF BRIGHTON AVENUE
 DP7974'AND 50.0 FT (15.2 M) EAST FROM A SIGN (KEEP OFF DUNES).
 DP7974
 DP7974                          STATION RECOVERY (2022)
 DP7974
 DP7974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2022 (FA)
 DP7974'CONCRETE SIDEWALK WAS REPLACED WITH A WOOD FRAME WALKWAY WITH TREX
 DP7974'DECKING.  STATION WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7975 ***********************************************************************
 DP7975  DESIGNATION -  PL 270 AZ
 DP7975  PID         -  DP7975
 DP7975  STATE/COUNTY-  NJ/MONMOUTH
 DP7975  COUNTRY     -  US
 DP7975  USGS QUAD   -  ASBURY PARK (2019)
 DP7975
 DP7975                         *CURRENT SURVEY CONTROL
 DP7975  ______________________________________________________________________
 DP7975* NAD 83(1986) POSITION- 40 08 22.40   (N) 074 01 40.93   (W)   HD_HELD1
 DP7975* NAVD 88 ORTHO HEIGHT -     2.430 (meters)        7.97  (feet) ADJUSTED
 DP7975  ______________________________________________________________________
 DP7975  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 DP7975  DYNAMIC HEIGHT  -          2.429 (meters)        7.97  (feet) COMP
 DP7975  MODELED GRAVITY -    980,160.1   (mgal)                       NAVD 88
 DP7975
 DP7975  VERT ORDER      -  FIRST     CLASS II
 DP7975
 DP7975.The horizontal coordinates were determined by differentially corrected
 DP7975.hand held GPS observations or other comparable positioning techniques
 DP7975.and have an estimated accuracy of +/- 3 meters.
 DP7975
 DP7975.The orthometric height was determined by differential leveling and
 DP7975.adjusted by the NATIONAL GEODETIC SURVEY
 DP7975.in September 2015.
 DP7975
 DP7975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7975.GEOID18 height accuracy estimate available here.
 DP7975
 DP7975.Click photographs - Photos may exist for this station.
 DP7975
 DP7975.The dynamic height is computed by dividing the NAVD 88
 DP7975.geopotential number by the normal gravity value computed on the
 DP7975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7975.degrees latitude (g = 980.6199 gals.).
 DP7975
 DP7975.The modeled gravity was interpolated from observed gravity values.
 DP7975
 DP7975;                    North         East    Units  Estimated Accuracy
 DP7975;SPC NJ       -   145,115.3     190,216.7     MT  (+/- 3 meters HH1 GPS) 
 DP7975
 DP7975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8279843699(NAD 83)
 DP7975
 DP7975                          SUPERSEDED SURVEY CONTROL
 DP7975
 DP7975.No superseded survey control is available for this station.
 DP7975
 DP7975_MARKER: DD = SURVEY DISK
 DP7975_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7975_SP_SET: CURB
 DP7975_STAMPING: PL 270 AZ
 DP7975_MARK LOGO: USACE
 DP7975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7975+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2025
 DP7975
 DP7975  HISTORY     - Date     Condition        Report By
 DP7975  HISTORY     - UNK      MONUMENTED       USACE
 DP7975  HISTORY     - 20120718 GOOD             NJGS
 DP7975  HISTORY     - 20251015 GOOD             NJGS
 DP7975
 DP7975                          STATION DESCRIPTION
 DP7975
 DP7975'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (RJK)
 DP7975'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH OF ASBURY PARK, 4.5
 DP7975'MI (7.2 KM) NORTH-NORTHEAST OF POINT PLEASANT AND 3.5 MI (5.6 KM)
 DP7975'NORTH-NORTHEAST OF POINT PLEASANT BEACH.  THE STATION IS LOCATED IN
 DP7975'THE BOROUGH OF SPRING LAKE.
 DP7975'
 DP7975'THE STATION IS AT THE NORTHEAST CORNER OF THE INTERSECTION OF BROWN
 DP7975'AVENUE AND FIRST AVENUE, SET FLUSH IN A DRILL HOLE IN A CONCRETE CURB,
 DP7975'IN FRONT OF HOUSE NUMBER 12.
 DP7975'
 DP7975'THE STATION IS 17.3 FT (5.3 M) NORTH FROM THE CENTERLINE OF BROWN
 DP7975'AVENUE, 46.6 FT (14.2 M) EAST FROM THE CENTERLINE OF FIRST AVENUE,
 DP7975'10.4 FT (3.2 M) EAST FROM A STOP SIGN AND 55.8 FT (17.0 M) WEST FROM A
 DP7975'SIGN (END MONMOUTH COUNTY 18) AND NO PARKING.
 DP7975
 DP7975                          STATION RECOVERY (2025)
 DP7975
 DP7975'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2025 (MI)
 DP7975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7911 ***********************************************************************
 DP7911  DESIGNATION -  PL 290
 DP7911  PID         -  DP7911
 DP7911  STATE/COUNTY-  NJ/MONMOUTH
 DP7911  COUNTRY     -  US
 DP7911  USGS QUAD   -  POINT PLEASANT (2019)
 DP7911
 DP7911                         *CURRENT SURVEY CONTROL
 DP7911  ______________________________________________________________________
 DP7911* NAD 83(1986) POSITION- 40 06 53.47   (N) 074 01 57.91   (W)   HD_HELD1
 DP7911* NAVD 88 ORTHO HEIGHT -     4.250 (meters)       13.94  (feet) ADJUSTED
 DP7911  ______________________________________________________________________
 DP7911  GEOID HEIGHT    -        -33.006 (meters)                     GEOID18
 DP7911  DYNAMIC HEIGHT  -          4.248 (meters)       13.94  (feet) COMP
 DP7911  MODELED GRAVITY -    980,157.3   (mgal)                       NAVD 88
 DP7911
 DP7911  VERT ORDER      -  FIRST     CLASS II
 DP7911
 DP7911.The horizontal coordinates were determined by differentially corrected
 DP7911.hand held GPS observations or other comparable positioning techniques
 DP7911.and have an estimated accuracy of +/- 3 meters.
 DP7911
 DP7911.The orthometric height was determined by differential leveling and
 DP7911.adjusted by the NATIONAL GEODETIC SURVEY
 DP7911.in September 2015.
 DP7911
 DP7911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7911.GEOID18 height accuracy estimate available here.
 DP7911
 DP7911.Click photographs - Photos may exist for this station.
 DP7911
 DP7911.The dynamic height is computed by dividing the NAVD 88
 DP7911.geopotential number by the normal gravity value computed on the
 DP7911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7911.degrees latitude (g = 980.6199 gals.).
 DP7911
 DP7911.The modeled gravity was interpolated from observed gravity values.
 DP7911
 DP7911;                    North         East    Units  Estimated Accuracy
 DP7911;SPC NJ       -   142,370.5     189,829.2     MT  (+/- 3 meters HH1 GPS) 
 DP7911
 DP7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8242640953(NAD 83)
 DP7911
 DP7911                          SUPERSEDED SURVEY CONTROL
 DP7911
 DP7911.No superseded survey control is available for this station.
 DP7911
 DP7911_MARKER: DD = SURVEY DISK
 DP7911_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7911_SP_SET: CURB
 DP7911_STAMPING: PL 290
 DP7911_MARK LOGO: USACE
 DP7911_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7911+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2009
 DP7911
 DP7911  HISTORY     - Date     Condition        Report By
 DP7911  HISTORY     - UNK      MONUMENTED       USACE
 DP7911  HISTORY     - 20090913 GOOD             NJGS
 DP7911
 DP7911                          STATION DESCRIPTION
 DP7911
 DP7911'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DP7911'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH OF ASBURY PARK,
 DP7911'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7911'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN.
 DP7911'
 DP7911'THE STATION IS SET IN A DRILL HOLE IN THE CURB ON THE WEST SIDE OF THE
 DP7911'PAVED OCEAN WALKWAY ABOUT 150 FT (45.7 M) SOUTH OF THE EXTENDED
 DP7911'CENTERLINE OF OCEAN AVENUE.  THE STATION IS BETWEEN HOUSES 111 AND
 DP7911'109.
 DP7911'
 DP7911'THE STATION IS 100.5 FT (30.6 M) SOUTH-SOUTHWEST OF A LIGHT POLE, 132
 DP7911'FT (40.2 M) SOUTH-SOUTHWEST OF THE RANGE OF THE SOUTH WALL FOR THE
 DP7911'LIFE GUARD BUILDING AT THE EAST END OF OCEAN AVENUE, 34.6 FT (10.5 M)
 DP7911'NORTH-NORTHEAST OF A LIGHT POLE, 38.5 FT (11.7 M) NORTH-NORTHEAST OF
 DP7911'THE RANGE OF THE NORTH WALL FOR HOUSE NUMBER 113, 10.5 FT (3.2 M)
 DP7911'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BENCH WITH AN
 DP7911'INSCRIPTION (A LOMBARDO), 42 FT (12.8 M) NORTH-NORTHEAST OF THE
 DP7911'NORTHEAST CORNER OF A CONCRETE BENCH WITH AN INSCRIPTION (HILDE RYAN),
 DP7911'THE STATION IS LEVEL WITH THE PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7912 ***********************************************************************
 DP7912  DESIGNATION -  PL 290 AZ
 DP7912  PID         -  DP7912
 DP7912  STATE/COUNTY-  NJ/MONMOUTH
 DP7912  COUNTRY     -  US
 DP7912  USGS QUAD   -  POINT PLEASANT (2019)
 DP7912
 DP7912                         *CURRENT SURVEY CONTROL
 DP7912  ______________________________________________________________________
 DP7912* NAD 83(1986) POSITION- 40 06 44.48   (N) 074 01 59.53   (W)   HD_HELD1
 DP7912* NAVD 88 ORTHO HEIGHT -     4.178 (meters)       13.71  (feet) ADJUSTED
 DP7912  ______________________________________________________________________
 DP7912  GEOID HEIGHT    -        -33.009 (meters)                     GEOID18
 DP7912  DYNAMIC HEIGHT  -          4.176 (meters)       13.70  (feet) COMP
 DP7912  MODELED GRAVITY -    980,157.2   (mgal)                       NAVD 88
 DP7912
 DP7912  VERT ORDER      -  FIRST     CLASS II
 DP7912
 DP7912.The horizontal coordinates were determined by differentially corrected
 DP7912.hand held GPS observations or other comparable positioning techniques
 DP7912.and have an estimated accuracy of +/- 3 meters.
 DP7912
 DP7912.The orthometric height was determined by differential leveling and
 DP7912.adjusted by the NATIONAL GEODETIC SURVEY
 DP7912.in September 2015.
 DP7912
 DP7912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7912.GEOID18 height accuracy estimate available here.
 DP7912
 DP7912.Click photographs - Photos may exist for this station.
 DP7912
 DP7912.The dynamic height is computed by dividing the NAVD 88
 DP7912.geopotential number by the normal gravity value computed on the
 DP7912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7912.degrees latitude (g = 980.6199 gals.).
 DP7912
 DP7912.The modeled gravity was interpolated from observed gravity values.
 DP7912
 DP7912;                    North         East    Units  Estimated Accuracy
 DP7912;SPC NJ       -   142,093.1     189,792.3     MT  (+/- 3 meters HH1 GPS) 
 DP7912
 DP7912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8239040675(NAD 83)
 DP7912
 DP7912                          SUPERSEDED SURVEY CONTROL
 DP7912
 DP7912.No superseded survey control is available for this station.
 DP7912
 DP7912_MARKER: DD = SURVEY DISK
 DP7912_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7912_SP_SET: CURB
 DP7912_STAMPING: PL 290 AZ
 DP7912_MARK LOGO: USACE
 DP7912_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7912+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2009
 DP7912
 DP7912  HISTORY     - Date     Condition        Report By
 DP7912  HISTORY     - UNK      MONUMENTED       USACE
 DP7912  HISTORY     - 20090913 GOOD             NJGS
 DP7912
 DP7912                          STATION DESCRIPTION
 DP7912
 DP7912'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2009 (RJK)
 DP7912'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH OF ASBURY PARK,
 DP7912'2.9 MI (4.7 KM) NORTHEAST OF POINT PLEASANT AND 1.8 MI (2.9 KM)
 DP7912'NORTH-NORTHEAST OF POINT PLEASANT BEACH, IN MANASQUAN.
 DP7912'
 DP7912'THE STATION IS SET IN A DRILL HOLE IN THE CURB ON THE WEST SIDE OF THE
 DP7912'PAVED OCEAN WALKWAY ABOUT 350 FT (106.7 M) NORTH-NORTHEAST OF THE
 DP7912'EXTENDED CENTERLINE OF BRIELLE AVENUE.  THE STATION IS BETWEEN HOUSES
 DP7912'181 AND 183.
 DP7912'
 DP7912'THE STATION IS 31.5 FT (9.6 M) SOUTH-SOUTHWEST OF LIGHT POLE NUMBER
 DP7912'21, 6 FT (1.8 M) SOUTH OF THE RANGE OF THE SOUTH WALL OF HOUSE NUMBER
 DP7912'181, 94.5 FT (28.8 M) NORTH-NORTHEAST OF LIGHT POLE NUMBER 22, 27.3 FT
 DP7912'(8.3 M) SOUTHEAST OF A FLAG POLE FOR HOUSE NUMBER 181, 7 FT (2.1 M)
 DP7912'WEST-NORTHWEST OF THE CENTERLINE OF THE WALKWAY, 6 FT (1.8 M)
 DP7912'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BENCH WITH AN
 DP7912'INSCRIPTION (MARION), THE STATION IS LEVEL WITH THE PAVING.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7950 ***********************************************************************
 DP7950  DESIGNATION -  PL 310 AZ 1
 DP7950  PID         -  DP7950
 DP7950  STATE/COUNTY-  NJ/OCEAN
 DP7950  COUNTRY     -  US
 DP7950  USGS QUAD   -  POINT PLEASANT (2019)
 DP7950
 DP7950                         *CURRENT SURVEY CONTROL
 DP7950  ______________________________________________________________________
 DP7950* NAD 83(1986) POSITION- 40 04 30.83   (N) 074 02 29.74   (W)   HD_HELD1
 DP7950* NAVD 88 ORTHO HEIGHT -     2.851 (meters)        9.35  (feet) ADJUSTED
 DP7950  ______________________________________________________________________
 DP7950  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 DP7950  DYNAMIC HEIGHT  -          2.849 (meters)        9.35  (feet) COMP
 DP7950  MODELED GRAVITY -    980,157.7   (mgal)                       NAVD 88
 DP7950
 DP7950  VERT ORDER      -  FIRST     CLASS II
 DP7950
 DP7950.The horizontal coordinates were determined by differentially corrected
 DP7950.hand held GPS observations or other comparable positioning techniques
 DP7950.and have an estimated accuracy of +/- 3 meters.
 DP7950
 DP7950.The orthometric height was determined by differential leveling and
 DP7950.adjusted by the NATIONAL GEODETIC SURVEY
 DP7950.in September 2015.
 DP7950
 DP7950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7950.GEOID18 height accuracy estimate available here.
 DP7950
 DP7950.Click photographs - Photos may exist for this station.
 DP7950
 DP7950.The dynamic height is computed by dividing the NAVD 88
 DP7950.geopotential number by the normal gravity value computed on the
 DP7950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7950.degrees latitude (g = 980.6199 gals.).
 DP7950
 DP7950.The modeled gravity was interpolated from observed gravity values.
 DP7950
 DP7950;                    North         East    Units  Estimated Accuracy
 DP7950;SPC NJ       -   137,967.5     189,098.2     MT  (+/- 3 meters HH1 GPS) 
 DP7950
 DP7950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8172036547(NAD 83)
 DP7950
 DP7950                          SUPERSEDED SURVEY CONTROL
 DP7950
 DP7950.No superseded survey control is available for this station.
 DP7950
 DP7950_MARKER: DD = SURVEY DISK
 DP7950_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP7950_SP_SET: CURB
 DP7950_STAMPING: PL 310 AZ1
 DP7950_MARK LOGO: USACE
 DP7950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP7950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP7950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7950+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2025
 DP7950
 DP7950  HISTORY     - Date     Condition        Report By
 DP7950  HISTORY     - UNK      MONUMENTED       USACE
 DP7950  HISTORY     - 20120629 GOOD             NJGS
 DP7950  HISTORY     - 20160411 GOOD             NJGS
 DP7950  HISTORY     - 20250528 GOOD             LOCSUR
 DP7950
 DP7950                          STATION DESCRIPTION
 DP7950
 DP7950'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7950'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF LAKEWOOD, 1.5 MI
 DP7950'(2.4 KM) EAST-SOUTHEAST OF POINT PLEASANT AND 1.2 MI (1.9 KM)
 DP7950'SOUTH-SOUTHEAST OF POINT PLEASANT BEACH.
 DP7950'
 DP7950'THE STATION IS LOCATED IN THE BOROUGH OF BAY HEAD.
 DP7950'
 DP7950'THE STATION IS ON THE WEST SIDE OF EAST AVENUE AT THE SOUTHWEST CORNER
 DP7950'OF THE TEE INTERSECTION WITH OSBORNE AVENUE, SET FLUSH IN A DRILL IN A
 DP7950'CONCRETE CURB IN FRONT OF HOUSE NUMBER 204.
 DP7950'
 DP7950'THE STATION IS 30.2 FT (9.2 M) WEST FROM A WOOD UTILITY POLE WITH NO
 DP7950'NUMBER, 42.5 FT (13.0 M) SOUTH FROM THE CENTERLINE OF OSBORNE AVENUE,
 DP7950'14.3 FT (4.4 M) WEST FROM THE CENTERLINE OF EAST AVENUE, 13.1 FT (4.0
 DP7950'M) SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF A 4 FT (1.2 M) HIGH
 DP7950'CONCRETE WALL IN FRONT OF HOUSE NUMBER 204 AND 11.5 FT (3.5 M) NORTH
 DP7950'FROM A TRAFFIC SIGN (NO PARKING WHEN ROAD IS SNOW COVERED).
 DP7950
 DP7950                          STATION RECOVERY (2016)
 DP7950
 DP7950'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2016 (RJK)
 DP7950'RECOVERED AS DESCRIBED.
 DP7950
 DP7950                          STATION RECOVERY (2025)
 DP7950
 DP7950'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2025 (RAL)
 DP7950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7952 ***********************************************************************
 DP7952  DESIGNATION -  PL 310 AZ 2
 DP7952  PID         -  DP7952
 DP7952  STATE/COUNTY-  NJ/OCEAN
 DP7952  COUNTRY     -  US
 DP7952  USGS QUAD   -  POINT PLEASANT (2019)
 DP7952
 DP7952                         *CURRENT SURVEY CONTROL
 DP7952  ______________________________________________________________________
 DP7952* NAD 83(1986) POSITION- 40 04 17.33   (N) 074 02 33.09   (W)   HD_HELD1
 DP7952* NAVD 88 ORTHO HEIGHT -     2.981 (meters)        9.78  (feet) ADJUSTED
 DP7952  ______________________________________________________________________
 DP7952  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 DP7952  DYNAMIC HEIGHT  -          2.979 (meters)        9.77  (feet) COMP
 DP7952  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 DP7952
 DP7952  VERT ORDER      -  FIRST     CLASS II
 DP7952
 DP7952.The horizontal coordinates were determined by differentially corrected
 DP7952.hand held GPS observations or other comparable positioning techniques
 DP7952.and have an estimated accuracy of +/- 3 meters.
 DP7952
 DP7952.The orthometric height was determined by differential leveling and
 DP7952.adjusted by the NATIONAL GEODETIC SURVEY
 DP7952.in September 2015.
 DP7952
 DP7952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7952.GEOID18 height accuracy estimate available here.
 DP7952
 DP7952.Click photographs - Photos may exist for this station.
 DP7952
 DP7952.The dynamic height is computed by dividing the NAVD 88
 DP7952.geopotential number by the normal gravity value computed on the
 DP7952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7952.degrees latitude (g = 980.6199 gals.).
 DP7952
 DP7952.The modeled gravity was interpolated from observed gravity values.
 DP7952
 DP7952;                    North         East    Units  Estimated Accuracy
 DP7952;SPC NJ       -   137,550.8     189,021.0     MT  (+/- 3 meters HH1 GPS) 
 DP7952
 DP7952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8164536130(NAD 83)
 DP7952
 DP7952                          SUPERSEDED SURVEY CONTROL
 DP7952
 DP7952.No superseded survey control is available for this station.
 DP7952
 DP7952_STAMPING: PL 310 AZ2
 DP7952_MARK LOGO: USACE
 DP7952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7952+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2012
 DP7952
 DP7952  HISTORY     - Date     Condition        Report By
 DP7952  HISTORY     - UNK      MONUMENTED       USACE
 DP7952  HISTORY     - 20120723 GOOD             NJGS
 DP7952  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7952
 DP7952                          STATION DESCRIPTION
 DP7952
 DP7952'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7952'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF LAKEWOOD, 1.6 MI
 DP7952'(2.6 KM) EAST-SOUTHEAST OF POINT PLEASANT AND 1.4 MI (2.3 KM)
 DP7952'SOUTH-SOUTHEAST OF POINT PLEASANT BEACH.
 DP7952'
 DP7952'THE STATION IS LOCATED IN THE BOROUGH OF BAY HEAD.
 DP7952'
 DP7952'THE STATION IS ON THE WEST SIDE OF EAST AVENUE SET FLUSH IN A DRILL
 DP7952'HOLE IN A CONCRETE CURB AT THE NORTHWEST CORNER OF THE TEE
 DP7952'INTERSECTION OF EAST AVENUE AND HARRIS STREET.
 DP7952'
 DP7952'THE STATION IS 37.0 FT (11.3 M) NORTH FROM THE CENTERLINE OF HARRIS
 DP7952'STREET, 15.0 FT (4.6 M) WEST FROM THE CENTERLINE OF EAST AVENUE, 30.0
 DP7952'FT (9.1 M) WEST-NORTHWEST FROM WOOD UTILITY POLE NUMBER 40014 BH, 10.0
 DP7952'FT (3.0 M) SOUTHEAST FROM A FLAGPOLE IN THE FRONT YARD OF HOUSE NUMBER
 DP7952'18 HARRIS STREET, A TWO AND ONE HALF STORY FRAME DWELLING AND 36.4 FT
 DP7952'(11.1 M) NORTH FROM A FIRE HYDRANT AT THE SOUTHWEST CORNER OF THE TEE
 DP7952'INTERSECTION.
 DP7952
 DP7952                          STATION RECOVERY (2015)
 DP7952
 DP7952'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7952'THE STRUCTURE, CURB, INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DP7951 ***********************************************************************
 DP7951  DESIGNATION -  PL 310 OFFSET
 DP7951  PID         -  DP7951
 DP7951  STATE/COUNTY-  NJ/OCEAN
 DP7951  COUNTRY     -  US
 DP7951  USGS QUAD   -  POINT PLEASANT (2019)
 DP7951
 DP7951                         *CURRENT SURVEY CONTROL
 DP7951  ______________________________________________________________________
 DP7951* NAD 83(1986) POSITION- 40 04 21.69   (N) 074 02 32.01   (W)   HD_HELD1
 DP7951* NAVD 88 ORTHO HEIGHT -     2.738 (meters)        8.98  (feet) ADJUSTED
 DP7951  ______________________________________________________________________
 DP7951  GEOID HEIGHT    -        -33.040 (meters)                     GEOID18
 DP7951  DYNAMIC HEIGHT  -          2.737 (meters)        8.98  (feet) COMP
 DP7951  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 DP7951
 DP7951  VERT ORDER      -  FIRST     CLASS II
 DP7951
 DP7951.The horizontal coordinates were determined by differentially corrected
 DP7951.hand held GPS observations or other comparable positioning techniques
 DP7951.and have an estimated accuracy of +/- 3 meters.
 DP7951
 DP7951.The orthometric height was determined by differential leveling and
 DP7951.adjusted by the NATIONAL GEODETIC SURVEY
 DP7951.in September 2015.
 DP7951
 DP7951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP7951.GEOID18 height accuracy estimate available here.
 DP7951
 DP7951.Click photographs - Photos may exist for this station.
 DP7951
 DP7951.The dynamic height is computed by dividing the NAVD 88
 DP7951.geopotential number by the normal gravity value computed on the
 DP7951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP7951.degrees latitude (g = 980.6199 gals.).
 DP7951
 DP7951.The modeled gravity was interpolated from observed gravity values.
 DP7951
 DP7951;                    North         East    Units  Estimated Accuracy
 DP7951;SPC NJ       -   137,685.4     189,045.9     MT  (+/- 3 meters HH1 GPS) 
 DP7951
 DP7951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8166936264(NAD 83)
 DP7951
 DP7951                          SUPERSEDED SURVEY CONTROL
 DP7951
 DP7951.No superseded survey control is available for this station.
 DP7951
 DP7951_STAMPING: PL 310 OFFSET
 DP7951_MARK LOGO: USACE
 DP7951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP7951+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2012
 DP7951
 DP7951  HISTORY     - Date     Condition        Report By
 DP7951  HISTORY     - UNK      MONUMENTED       USACE
 DP7951  HISTORY     - 20120629 GOOD             NJGS
 DP7951  HISTORY     - 20151119 MARK NOT FOUND   NJGS
 DP7951
 DP7951                          STATION DESCRIPTION
 DP7951
 DP7951'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2012 (FAC)
 DP7951'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF LAKEWOOD, 1.6 MI
 DP7951'(2.6 KM) EAST-SOUTHEAST OF POINT PLEASANT AND 1.3 MI (2.1 KM)
 DP7951'SOUTH-SOUTHEAST OF POINT PLEASANT BEACH.
 DP7951'
 DP7951'THE STATION IS LOCATED IN THE BOROUGH OF BAY HEAD.
 DP7951'
 DP7951'THE STATION IS ON THE WEST SIDE OF EAST AVENUE SET FLUSH IN A DRILL
 DP7951'HOLE IN A CONCRETE CURB AT THE NORTHWEST CORNER OF THE TEE
 DP7951'INTERSECTION OF EAST AVENUE AND KARGE STREET.
 DP7951'
 DP7951'THE STATION IS 30.0 FT (9.1 M) NORTH FROM THE CENTERLINE OF KARGE
 DP7951'STREET, 13.5 FT (4.1 M) WEST FROM THE CENTERLINE OF EAST AVENUE, 31.1
 DP7951'FT (9.5 M) WEST FROM WOOD UTILITY POLE NUMBER 40008 BH, 7.0 FT (2.1 M)
 DP7951'SOUTHEAST FROM A FLAGPOLE IN THE FRONT YARD OF A TWO STORY FRAME HOUSE
 DP7951'AND 52.0 FT (15.8 M) NORTH-NORTHEAST FROM A FIRE HYDRANT AT THE
 DP7951'SOUTHWEST CORNER OF THE TEE INTERSECTION.
 DP7951
 DP7951                          STATION RECOVERY (2015)
 DP7951
 DP7951'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DP7951'THE STRUCTURE, CURB, INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9907 ***********************************************************************
 DG9907  DESIGNATION -  PL 70 AZ MK
 DG9907  PID         -  DG9907
 DG9907  STATE/COUNTY-  NJ/MONMOUTH
 DG9907  COUNTRY     -  US
 DG9907  USGS QUAD   -  SANDY HOOK EAST (2019)
 DG9907
 DG9907                         *CURRENT SURVEY CONTROL
 DG9907  ______________________________________________________________________
 DG9907* NAD 83(1986) POSITION- 40 24 39.45   (N) 073 58 46.88   (W)   HD_HELD1
 DG9907* NAVD 88 ORTHO HEIGHT -     3.439 (meters)       11.28  (feet) ADJUSTED
 DG9907  ______________________________________________________________________
 DG9907  GEOID HEIGHT    -        -32.574 (meters)                     GEOID18
 DG9907  DYNAMIC HEIGHT  -          3.437 (meters)       11.28  (feet) COMP
 DG9907  MODELED GRAVITY -    980,189.3   (mgal)                       NAVD 88
 DG9907
 DG9907  VERT ORDER      -  FIRST     CLASS II
 DG9907
 DG9907.The horizontal coordinates were determined by differentially corrected
 DG9907.hand held GPS observations or other comparable positioning techniques
 DG9907.and have an estimated accuracy of +/- 3 meters.
 DG9907
 DG9907.The orthometric height was determined by differential leveling and
 DG9907.adjusted by the NATIONAL GEODETIC SURVEY
 DG9907.in July 2020.
 DG9907
 DG9907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9907.GEOID18 height accuracy estimate available here.
 DG9907
 DG9907.Click photographs - Photos may exist for this station.
 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       -   175,272.1     194,159.6     MT  (+/- 3 meters HH1 GPS) 
 DG9907
 DG9907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8656973870(NAD 83)
 DG9907
 DG9907                          SUPERSEDED SURVEY CONTROL
 DG9907
 DG9907  NAVD 88 (05/08/06)    3.444  (m)           11.30   (f) SUPERSEDED  1 2
 DG9907
 DG9907.Superseded values are not recommended for survey control.
 DG9907
 DG9907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9907.See file dsdata.pdf to determine how the superseded data were derived.
 DG9907
 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: USACE
 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 - November 22, 2017
 DG9907
 DG9907  HISTORY     - Date     Condition        Report By
 DG9907  HISTORY     - UNK      MONUMENTED       USACE
 DG9907  HISTORY     - 20030523 GOOD             NJGS
 DG9907  HISTORY     - 20171122 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.
 DG9907
 DG9907                          STATION RECOVERY (2017)
 DG9907
 DG9907'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2017 (JBV)
 DG9907'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DG9906 ***********************************************************************
 DG9906  DESIGNATION -  PL 80 AZ MK
 DG9906  PID         -  DG9906
 DG9906  STATE/COUNTY-  NJ/MONMOUTH
 DG9906  COUNTRY     -  US
 DG9906  USGS QUAD   -  SANDY HOOK EAST (2019)
 DG9906
 DG9906                         *CURRENT SURVEY CONTROL
 DG9906  ______________________________________________________________________
 DG9906* NAD 83(1986) POSITION- 40 23 57.12   (N) 073 58 35.94   (W)   HD_HELD1
 DG9906* NAVD 88 ORTHO HEIGHT -     2.701 (meters)        8.86  (feet) ADJUSTED
 DG9906  ______________________________________________________________________
 DG9906  GEOID HEIGHT    -        -32.596 (meters)                     GEOID18
 DG9906  DYNAMIC HEIGHT  -          2.700 (meters)        8.86  (feet) COMP
 DG9906  MODELED GRAVITY -    980,186.2   (mgal)                       NAVD 88
 DG9906
 DG9906  VERT ORDER      -  FIRST     CLASS II
 DG9906
 DG9906.The horizontal coordinates were determined by differentially corrected
 DG9906.hand held GPS observations or other comparable positioning techniques
 DG9906.and have an estimated accuracy of +/- 3 meters.
 DG9906
 DG9906.The orthometric height was determined by differential leveling and
 DG9906.adjusted by the NATIONAL GEODETIC SURVEY
 DG9906.in July 2020.
 DG9906
 DG9906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9906.GEOID18 height accuracy estimate available here.
 DG9906
 DG9906.Click photographs - Photos may exist for this station.
 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       -   173,968.0     194,425.2     MT  (+/- 3 meters HH1 GPS) 
 DG9906
 DG9906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8684272568(NAD 83)
 DG9906
 DG9906                          SUPERSEDED SURVEY CONTROL
 DG9906
 DG9906  NAVD 88 (05/08/06)    2.713  (m)            8.90   (f) SUPERSEDED  1 2
 DG9906
 DG9906.Superseded values are not recommended for survey control.
 DG9906
 DG9906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9906.See file dsdata.pdf to determine how the superseded data were derived.
 DG9906
 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: USACE
 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 - October 02, 2018
 DG9906
 DG9906  HISTORY     - Date     Condition        Report By
 DG9906  HISTORY     - UNK      MONUMENTED       USACE
 DG9906  HISTORY     - 20030523 GOOD             NJGS
 DG9906  HISTORY     - 20181002 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.
 DG9906
 DG9906                          STATION RECOVERY (2018)
 DG9906
 DG9906'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2018 (MJK)
 DG9906'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DR5372 ***********************************************************************
 DR5372  DESIGNATION -  PL 90 AZ MK
 DR5372  PID         -  DR5372
 DR5372  STATE/COUNTY-  NJ/MONMOUTH
 DR5372  COUNTRY     -  US
 DR5372  USGS QUAD   -  LONG BRANCH EAST (2019)
 DR5372
 DR5372                         *CURRENT SURVEY CONTROL
 DR5372  ______________________________________________________________________
 DR5372* NAD 83(1986) POSITION- 40 22 28.30   (N) 073 58 27.39   (W)   HD_HELD1
 DR5372* NAVD 88 ORTHO HEIGHT -     2.113 (meters)        6.93  (feet) ADJUSTED
 DR5372  ______________________________________________________________________
 DR5372  GEOID HEIGHT    -        -32.637 (meters)                     GEOID18
 DR5372  DYNAMIC HEIGHT  -          2.112 (meters)        6.93  (feet) COMP
 DR5372  MODELED GRAVITY -    980,180.4   (mgal)                       NAVD 88
 DR5372
 DR5372  VERT ORDER      -  FIRST     CLASS II
 DR5372
 DR5372.The horizontal coordinates were determined by differentially corrected
 DR5372.hand held GPS observations or other comparable positioning techniques
 DR5372.and have an estimated accuracy of +/- 3 meters.
 DR5372
 DR5372.The orthometric height was determined by differential leveling and
 DR5372.adjusted by the NATIONAL GEODETIC SURVEY
 DR5372.in July 2020.
 DR5372
 DR5372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR5372.GEOID18 height accuracy estimate available here.
 DR5372
 DR5372.Click photographs - Photos may exist for this station.
 DR5372
 DR5372.The dynamic height is computed by dividing the NAVD 88
 DR5372.geopotential number by the normal gravity value computed on the
 DR5372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR5372.degrees latitude (g = 980.6199 gals.).
 DR5372
 DR5372.The modeled gravity was interpolated from observed gravity values.
 DR5372
 DR5372;                    North         East    Units  Estimated Accuracy
 DR5372;SPC NJ       -   171,229.8     194,643.1     MT  (+/- 3 meters HH1 GPS) 
 DR5372
 DR5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8707669832(NAD 83)
 DR5372
 DR5372                          SUPERSEDED SURVEY CONTROL
 DR5372
 DR5372.No superseded survey control is available for this station.
 DR5372
 DR5372_MARKER: DD = SURVEY DISK
 DR5372_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR5372_SP_SET: CURB
 DR5372_STAMPING: PL 90 AZ
 DR5372_MARK LOGO: USACE
 DR5372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR5372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR5372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR5372+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2021
 DR5372
 DR5372  HISTORY     - Date     Condition        Report By
 DR5372  HISTORY     - UNK      MONUMENTED       USACE
 DR5372  HISTORY     - 20181011 POOR             NJGS
 DR5372  HISTORY     - 20211013 GOOD             AAAS
 DR5372
 DR5372                          STATION DESCRIPTION
 DR5372
 DR5372'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2018 (RJK)
 DR5372'THE MARK IS LOCATED ABOUT 12.6 MI (20.3 KM) EAST-SOUTHEAST OF KEYPORT,
 DR5372'10.8 MI (17.4 KM) NORTH OF ASBURY PARK AND 5.0 MI (8.0 KM)
 DR5372'NORTH-NORTHEAST OF LONG BRANCH, IN THE BOROUGH OF SEA BRIGHT.
 DR5372'
 DR5372'TO REACH THE STATION FROM THE JUNCTION OF NEW JERSEY STATE ROUTE 36
 DR5372'(OCEAN AVENUE) AND RUMSON ROAD (COUNTY ROUTE 520) AT THE BRIDGE OVER
 DR5372'THE SHREWSBURY RIVER IN SEA BRIGHT, GO 0.6 MI (1.0 KM) NORTH ON NEW
 DR5372'JERSEY STATE ROUTE TO THE STATION ON THE LEFT.
 DR5372'
 DR5372'THE STATION IS SET IN THE CURB IS IN FRONT OF HOUSE NUMBER 722, 19.5
 DR5372'FT (5.9 M) SOUTH OF THE DRIVEWAY LEADING TO HOUSE NUMBER 722, 15 FT
 DR5372'(4.6 M) WEST OF THE CENTERLINE OF NEW JERSEY STATE ROUTE 36, 103 FT
 DR5372'(31.4 M) NORTH OF A POLE WITH NO NUMBER, 118 FT (36.0 M) SOUTH OF MILE
 DR5372'POST 10 NORTHBOUND LANES OF NEW JERSEY STATE ROUTE 36.
 DR5372
 DR5372                          STATION RECOVERY (2021)
 DR5372
 DR5372'RECOVERY NOTE BY ARORA AND ASSOCIATES 2021 (FAC)
 DR5372'THE STATION WAS RECOVERED IN GOOD CONDITION BY ARORA AND ASSOCIATES,
 DR5372'PC.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV3950 ***********************************************************************
 KV3950  DESIGNATION -  PLANE 1
 KV3950  PID         -  KV3950
 KV3950  STATE/COUNTY-  NJ/BERGEN
 KV3950  COUNTRY     -  US
 KV3950  USGS QUAD   -  WEEHAWKEN (2016)
 KV3950
 KV3950                         *CURRENT SURVEY CONTROL
 KV3950  ______________________________________________________________________
 KV3950* NAD 83(1996) POSITION- 40 51 40.10663(N) 074 06 22.53707(W)   ADJUSTED
 KV3950* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 KV3950  ______________________________________________________________________
 KV3950  GEOID HEIGHT    -        -32.088 (meters)                     GEOID18
 KV3950  LAPLACE CORR    -          6.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV3950.GEOID18 height accuracy estimate available here.
 KV3950
 KV3950.Click photographs - Photos may exist for this station.
 KV3950
 KV3950.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV3950
 KV3950. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967350
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7532223726(NAD 83)
 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  USSD        -  40 51 40.10000(N)    074 06 23.95000(W) AD(       ) 3
 KV3950
 KV3950.Superseded values are not recommended for survey control.
 KV3950
 KV3950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3950.See file dsdata.pdf to determine how the superseded data were derived.
 KV3950
 KV3950_MARKER: DS = TRIANGULATION STATION DISK
 KV3950_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3950_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV4037 ***********************************************************************
 KV4037  DESIGNATION -  PLANE 2
 KV4037  PID         -  KV4037
 KV4037  STATE/COUNTY-  NJ/BERGEN
 KV4037  COUNTRY     -  US
 KV4037  USGS QUAD   -  WEEHAWKEN (2016)
 KV4037
 KV4037                         *CURRENT SURVEY CONTROL
 KV4037  ______________________________________________________________________
 KV4037* NAD 83(1996) POSITION- 40 51 18.97386(N) 074 06 29.95955(W)   ADJUSTED
 KV4037* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 KV4037  ______________________________________________________________________
 KV4037  GEOID HEIGHT    -        -32.097 (meters)                     GEOID18
 KV4037  LAPLACE CORR    -          6.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4037.GEOID18 height accuracy estimate available here.
 KV4037
 KV4037.Click photographs - Photos may exist for this station.
 KV4037
 KV4037.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4037
 KV4037. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7515523073(NAD 83)
 KV4037
 KV4037|---------------------------------------------------------------------|
 KV4037| PID    Reference Object                     Distance      Geod. Az  |
 KV4037|                                                           dddmmss.s |
 KV4037| KV4019 PLANE 3                             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  USSD        -  40 51 18.98000(N)    074 06 31.37000(W) AD(       ) 3
 KV4037
 KV4037.Superseded values are not recommended for survey control.
 KV4037
 KV4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4037.See file dsdata.pdf to determine how the superseded data were derived.
 KV4037
 KV4037_MARKER: DS = TRIANGULATION STATION DISK
 KV4037_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4037_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV4019 ***********************************************************************
 KV4019  DESIGNATION -  PLANE 3
 KV4019  PID         -  KV4019
 KV4019  STATE/COUNTY-  NJ/BERGEN
 KV4019  COUNTRY     -  US
 KV4019  USGS QUAD   -  WEEHAWKEN (2016)
 KV4019
 KV4019                         *CURRENT SURVEY CONTROL
 KV4019  ______________________________________________________________________
 KV4019* NAD 83(1996) POSITION- 40 51 20.13297(N) 074 06 44.95408(W)   ADJUSTED
 KV4019* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV4019  ______________________________________________________________________
 KV4019  GEOID HEIGHT    -        -32.110 (meters)                     GEOID18
 KV4019  LAPLACE CORR    -          6.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4019.GEOID18 height accuracy estimate available here.
 KV4019
 KV4019.Click photographs - Photos may exist for this station.
 KV4019
 KV4019.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4019
 KV4019. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV4019:SPC NJ       -  ROOF 1913                                328 35 41.0
 KV4019:SPC NY L     -  ROOF 1913                                328 55 18.5
 KV4019:UTM  18      -  ROOF 1913                                328 16 03.4
 KV4019
 KV4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7480423105(NAD 83)
 KV4019
 KV4019|---------------------------------------------------------------------|
 KV4019| PID    Reference Object                     Distance      Geod. Az  |
 KV4019|                                                           dddmmss.s |
 KV4019| KV4037 PLANE 2                             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  USSD        -  40 51 20.14000(N)    074 06 46.36000(W) AD(       ) 3
 KV4019
 KV4019.Superseded values are not recommended for survey control.
 KV4019
 KV4019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4019.See file dsdata.pdf to determine how the superseded data were derived.
 KV4019
 KV4019_MARKER: DS = TRIANGULATION STATION DISK
 KV4019_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4019_MARK LOGO: CGS
 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 = JULY 24, 2026 22:12:30 EDT
 KV4355 ***********************************************************************
 KV4355  DESIGNATION -  PLANK
 KV4355  PID         -  KV4355
 KV4355  STATE/COUNTY-  NJ/HUDSON
 KV4355  COUNTRY     -  US
 KV4355  USGS QUAD   -  JERSEY CITY (2019)
 KV4355
 KV4355                         *CURRENT SURVEY CONTROL
 KV4355  ______________________________________________________________________
 KV4355* NAD 83(1996) POSITION- 40 43 56.10940(N) 074 06 55.85910(W)   ADJUSTED
 KV4355* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV4355  ______________________________________________________________________
 KV4355  GEOID HEIGHT    -        -32.155 (meters)                     GEOID18
 KV4355  LAPLACE CORR    -          6.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4355.GEOID18 height accuracy estimate available here.
 KV4355
 KV4355.Click photographs - Photos may exist for this station.
 KV4355
 KV4355.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4355
 KV4355. The following values were computed from the NAD 83(1996) position.
 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  =   0.99967360
 KV4355
 KV4355:                Primary Azimuth Mark                     Grid Az
 KV4355:SPC NJ       -  PASSAIC                                  191 12 49.8
 KV4355:SPC NY L     -  PASSAIC                                  191 32 25.0
 KV4355:UTM  18      -  PASSAIC                                  190 53 15.2
 KV4355
 KV4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7468709411(NAD 83)
 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  USSD        -  40 43 56.12000(N)    074 06 57.24500(W) AD(       ) 3
 KV4355
 KV4355.Superseded values are not recommended for survey control.
 KV4355
 KV4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4355.See file dsdata.pdf to determine how the superseded data were derived.
 KV4355
 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 = JULY 24, 2026 22:12:30 EDT
 DK6460 ***********************************************************************
 DK6460  DESIGNATION -  PLASMA
 DK6460  PID         -  DK6460
 DK6460  STATE/COUNTY-  NJ/MIDDLESEX
 DK6460  COUNTRY     -  US
 DK6460  USGS QUAD   -  HIGHTSTOWN (2019)
 DK6460
 DK6460                         *CURRENT SURVEY CONTROL
 DK6460  ______________________________________________________________________
 DK6460* NAD 83(1986) POSITION- 40 20 55.52   (N) 074 37 00.55   (W)   HD_HELD1
 DK6460* NAVD 88 ORTHO HEIGHT -    31.633 (meters)      103.78  (feet) ADJUSTED
 DK6460  ______________________________________________________________________
 DK6460  GEOID HEIGHT    -        -33.181 (meters)                     GEOID18
 DK6460  DYNAMIC HEIGHT  -         31.619 (meters)      103.74  (feet) COMP
 DK6460  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 DK6460
 DK6460  VERT ORDER      -  FIRST     CLASS II
 DK6460
 DK6460.The horizontal coordinates were determined by differentially corrected
 DK6460.hand held GPS observations or other comparable positioning techniques
 DK6460.and have an estimated accuracy of +/- 3 meters.
 DK6460
 DK6460.The orthometric height was determined by differential leveling and
 DK6460.adjusted by the NATIONAL GEODETIC SURVEY
 DK6460.in February 2010.
 DK6460
 DK6460.No vertical observational check was made to the station.
 DK6460
 DK6460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6460.GEOID18 height accuracy estimate available here.
 DK6460
 DK6460.Click photographs - Photos may exist for this station.
 DK6460
 DK6460.The dynamic height is computed by dividing the NAVD 88
 DK6460.geopotential number by the normal gravity value computed on the
 DK6460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6460.degrees latitude (g = 980.6199 gals.).
 DK6460
 DK6460.The modeled gravity was interpolated from observed gravity values.
 DK6460
 DK6460;                    North         East    Units  Estimated Accuracy
 DK6460;SPC NJ       -   168,242.2     140,076.3     MT  (+/- 3 meters HH1 GPS) 
 DK6460
 DK6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3254166537(NAD 83)
 DK6460
 DK6460                          SUPERSEDED SURVEY CONTROL
 DK6460
 DK6460.No superseded survey control is available for this station.
 DK6460
 DK6460_MARKER: DD = SURVEY DISK
 DK6460_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK6460_SP_SET: BRIDGE BALUSTRADE
 DK6460_STAMPING: PLASMA 2004
 DK6460_MARK LOGO: NJGS
 DK6460_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6460+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DK6460
 DK6460  HISTORY     - Date     Condition        Report By
 DK6460  HISTORY     - 20040606 MONUMENTED       NJGS
 DK6460  HISTORY     - 20060612 GOOD             NJGS
 DK6460  HISTORY     - 20100326 GOOD             NJGS
 DK6460
 DK6460                          STATION DESCRIPTION
 DK6460
 DK6460'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DK6460'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, SET IN A DRILL HOLE IN
 DK6460'THE FOUNDATION OF THE CONCRETE BRIDGE BALUSTRADE FOR THE ORIGINAL
 DK6460'STRUCTURE (STRUCTURE NUMBER 1201 151, MILEPOST 12.93) CARRYING THE
 DK6460'NORTHBOUND LANES OF U.S. ROUTE 1 OVER SAYRE DRIVE.
 DK6460'
 DK6460'THE STATION IS 0.4 MI (0.64 KM) NORTHEAST OF THE SCUDDERS MILL BRIDGE
 DK6460'OVER U.S. ROUTE 1, 4.5 M (14.8 FT) NORTHEAST OF THE SOUTHEAST END OF
 DK6460'THE BALUSTRADE, 17.0 M (55.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 DK6460'BALUSTRADE, 4.0 M (13.1 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE
 DK6460'NORTHBOUND LANES OF ROUTE 1, AND 42.9 M (140.7 FT) NORTHEAST OF POLE
 DK6460'NUMBER 1041PRO.
 DK6460
 DK6460                          STATION RECOVERY (2010)
 DK6460
 DK6460'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2010 (EJO)
 DK6460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU4519 ***********************************************************************
 KU4519  DESIGNATION -  PLEASURE
 KU4519  PID         -  KU4519
 KU4519  STATE/COUNTY-  NJ/MONMOUTH
 KU4519  COUNTRY     -  US
 KU4519  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU4519
 KU4519                         *CURRENT SURVEY CONTROL
 KU4519  ______________________________________________________________________
 KU4519* NAD 83(2011) POSITION- 40 19 13.33748(N) 073 59 47.88277(W)   ADJUSTED
 KU4519* NAD 83(2011) ELLIP HT-   -23.893 (meters)        (06/27/12)   ADJUSTED
 KU4519* NAD 83(2011) EPOCH   -  2010.00
 KU4519* NAVD 88 ORTHO HEIGHT -     8.810 (meters)       28.90  (feet) ADJUSTED
 KU4519  ______________________________________________________________________
 KU4519  GEOID HEIGHT    -        -32.688 (meters)                     GEOID18
 KU4519  NAD 83(2011) X  -  1,342,559.242 (meters)                     COMP
 KU4519  NAD 83(2011) Y  - -4,681,022.614 (meters)                     COMP
 KU4519  NAD 83(2011) Z  -  4,105,156.786 (meters)                     COMP
 KU4519  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC18
 KU4519  DYNAMIC HEIGHT  -          8.806 (meters)       28.89  (feet) COMP
 KU4519  MODELED GRAVITY -    980,178.9   (mgal)                       NAVD 88
 KU4519
 KU4519  VERT ORDER      -  FIRST     CLASS II
 KU4519
 KU4519  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 KU4519  Standards:
 KU4519         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 KU4519            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 KU4519  -------------------------------------------------------------------
 KU4519  NETWORK    0.43   0.73           0.19   0.16   0.37      0.10094933
 KU4519  -------------------------------------------------------------------
 KU4519  Click here for local accuracies and other accuracy information.
 KU4519
 KU4519.The horizontal coordinates were established by GPS observations
 KU4519.and adjusted by the National Geodetic Survey in June 2012.
 KU4519
 KU4519.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 KU4519.been affixed to the stable North American tectonic plate. See 
 KU4519.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 KU4519
 KU4519.The horizontal coordinates are valid at the epoch date displayed above
 KU4519.which is a decimal equivalence of Year/Month/Day.
 KU4519
 KU4519.The orthometric height was determined by differential leveling and
 KU4519.adjusted by the NATIONAL GEODETIC SURVEY
 KU4519.in May 2011.
 KU4519
 KU4519.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU4519.GEOID18 height accuracy estimate available here.
 KU4519
 KU4519.Click photographs - Photos may exist for this station.
 KU4519
 KU4519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4519
 KU4519.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU4519
 KU4519.The ellipsoidal height was determined by GPS observations
 KU4519.and is referenced to NAD 83.
 KU4519
 KU4519.The dynamic height is computed by dividing the NAVD 88
 KU4519.geopotential number by the normal gravity value computed on the
 KU4519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4519.degrees latitude (g = 980.6199 gals.).
 KU4519
 KU4519.The modeled gravity was interpolated from observed gravity values.
 KU4519
 KU4519. The following values were computed from the NAD 83(2011) position.
 KU4519
 KU4519;                    North         East     Units Scale Factor Converg.
 KU4519;SPC NJ       -   165,205.765   192,778.612   MT  0.99992252   +0 19 32.6
 KU4519;SPC NJ       -   542,012.58    632,474.50   sFT  0.99992252   +0 19 32.6
 KU4519;UTM  18      - 4,463,799.314   585,246.126   MT  0.99968945   +0 38 57.4
 KU4519
 KU4519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4519!SPC NJ       -   1.00000375  x   0.99992252  =   0.99992627
 KU4519!UTM  18      -   1.00000375  x   0.99968945  =   0.99969320
 KU4519
 KU4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8524663799(NAD 83)
 KU4519
 KU4519                          SUPERSEDED SURVEY CONTROL
 KU4519
 KU4519  NAD 83(2007)-  40 19 13.33789(N)    073 59 47.88321(W) AD(2002.00) 0
 KU4519  ELLIP H (02/10/07)  -23.881  (m)                       GP(2002.00)    
 KU4519  ELLIP H (10/23/02)  -23.865  (m)                       GP(       ) 4 1
 KU4519  NAD 83(1996)-  40 19 13.33781(N)    073 59 47.88333(W) AD(       ) 1
 KU4519  ELLIP H (05/14/99)  -23.881  (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)  -23.915  (m)                       GP(       ) 3 1
 KU4519  NAD 83(1986)-  40 19 13.33619(N)    073 59 47.87581(W) AD(       ) 3
 KU4519  NAVD 88 (05/22/95)    8.8    (m)  UNKNOWN  model used  GPS OBS        
 KU4519  NAVD 88 (09/14/94)    8.8    (m)  GEOID93  model used  GPS OBS        
 KU4519  NGVD 29 (07/14/89)    9.2    (m)           30.     (f) VERT ANG       
 KU4519
 KU4519.Superseded values are not recommended for survey control.
 KU4519
 KU4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4519.See file dsdata.pdf to determine how the superseded data were derived.
 KU4519
 KU4519_MARKER: DB = BENCH MARK DISK
 KU4519_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU4519_SP_SET: 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 - May 07, 2008
 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     - 20080507 GOOD             NJGS
 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 (2008)
 KU4519
 KU4519'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2008 (RJK)
 KU4519'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KU2769 ***********************************************************************
 KU2769  DESIGNATION -  PLEASURE BAY BRIDGE 1934
 KU2769  PID         -  KU2769
 KU2769  STATE/COUNTY-  NJ/MONMOUTH
 KU2769  COUNTRY     -  US
 KU2769  USGS QUAD   -  LONG BRANCH EAST (2019)
 KU2769
 KU2769                         *CURRENT SURVEY CONTROL
 KU2769  ______________________________________________________________________
 KU2769* NAD 83(1996) POSITION- 40 19 11.89865(N) 073 59 45.53503(W)   ADJUSTED
 KU2769* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KU2769  ______________________________________________________________________
 KU2769  GEOID HEIGHT    -        -32.689 (meters)                     GEOID18
 KU2769  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KU2769.GEOID18 height accuracy estimate available here.
 KU2769
 KU2769.Click photographs - Photos may exist for this station.
 KU2769
 KU2769.The Laplace correction was computed from DEFLEC18 derived deflections.
 KU2769
 KU2769. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000518  x   0.99992258  =   0.99992776
 KU2769!UTM  18      -   1.00000518  x   0.99968957  =   0.99969475
 KU2769
 KU2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8530263755(NAD 83)
 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
 KU2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2769.See file dsdata.pdf to determine how the superseded data were derived.
 KU2769
 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 = JULY 24, 2026 22:12:30 EDT
 DJ5348 ***********************************************************************
 DJ5348  DESIGNATION -  PLISSKEN
 DJ5348  PID         -  DJ5348
 DJ5348  STATE/COUNTY-  NJ/ATLANTIC
 DJ5348  COUNTRY     -  US
 DJ5348  USGS QUAD   -  MAYS LANDING (2019)
 DJ5348
 DJ5348                         *CURRENT SURVEY CONTROL
 DJ5348  ______________________________________________________________________
 DJ5348* NAD 83(2011) POSITION- 39 28 33.33828(N) 074 42 38.34458(W)   ADJUSTED
 DJ5348* NAD 83(2011) ELLIP HT-   -26.517 (meters)        (06/27/12)   ADJUSTED
 DJ5348* NAD 83(2011) EPOCH   -  2010.00
 DJ5348* NAVD 88 ORTHO HEIGHT -     7.319 (meters)       24.01  (feet) ADJUSTED
 DJ5348  ______________________________________________________________________
 DJ5348  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 DJ5348  NAD 83(2011) X  -  1,299,979.790 (meters)                     COMP
 DJ5348  NAD 83(2011) Y  - -4,755,398.913 (meters)                     COMP
 DJ5348  NAD 83(2011) Z  -  4,033,224.009 (meters)                     COMP
 DJ5348  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 DJ5348  DYNAMIC HEIGHT  -          7.316 (meters)       24.00  (feet) COMP
 DJ5348  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 DJ5348
 DJ5348  VERT ORDER      -  FIRST     CLASS I
 DJ5348
 DJ5348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5348  Standards:
 DJ5348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5348  -------------------------------------------------------------------
 DJ5348  NETWORK    0.64   2.04           0.29   0.23   1.04      0.05372128
 DJ5348  -------------------------------------------------------------------
 DJ5348  Click here for local accuracies and other accuracy information.
 DJ5348
 DJ5348.The horizontal coordinates were established by GPS observations
 DJ5348.and adjusted by the National Geodetic Survey in June 2012.
 DJ5348
 DJ5348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5348.been affixed to the stable North American tectonic plate. See 
 DJ5348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5348
 DJ5348.The horizontal coordinates are valid at the epoch date displayed above
 DJ5348.which is a decimal equivalence of Year/Month/Day.
 DJ5348
 DJ5348.The orthometric height was determined by differential leveling and
 DJ5348.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5348.in May 2011.
 DJ5348
 DJ5348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5348.GEOID18 height accuracy estimate available here.
 DJ5348
 DJ5348.Click photographs - Photos may exist for this station.
 DJ5348
 DJ5348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5348
 DJ5348.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ5348
 DJ5348.The ellipsoidal height was determined by GPS observations
 DJ5348.and is referenced to NAD 83.
 DJ5348
 DJ5348.The dynamic height is computed by dividing the NAVD 88
 DJ5348.geopotential number by the normal gravity value computed on the
 DJ5348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5348.degrees latitude (g = 980.6199 gals.).
 DJ5348
 DJ5348.The modeled gravity was interpolated from observed gravity values.
 DJ5348
 DJ5348. The following values were computed from the NAD 83(2011) position.
 DJ5348
 DJ5348;                    North         East     Units Scale Factor Converg.
 DJ5348;SPC NJ       -    71,353.824   131,876.720   MT  0.99990404   -0 08 02.1
 DJ5348;SPC NJ       -   234,100.00    432,665.54   sFT  0.99990404   -0 08 02.1
 DJ5348;UTM  18      - 4,369,632.861   524,886.518   MT  0.99960763   +0 11 02.2
 DJ5348
 DJ5348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5348!SPC NJ       -   1.00000416  x   0.99990404  =   0.99990820
 DJ5348!UTM  18      -   1.00000416  x   0.99960763  =   0.99961179
 DJ5348
 DJ5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2488669632(NAD 83)
 DJ5348
 DJ5348                          SUPERSEDED SURVEY CONTROL
 DJ5348
 DJ5348  NAD 83(2007)-  39 28 33.33839(N)    074 42 38.34505(W) AD(2002.00) B
 DJ5348  ELLIP H (03/15/07)  -26.492  (m)                       GP(2002.00) 4 1
 DJ5348  NAVD 88               7.32   (m)           24.0    (f) LEVELING    3  
 DJ5348
 DJ5348.Superseded values are not recommended for survey control.
 DJ5348
 DJ5348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5348.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5348
 DJ5348_MARKER: F = FLANGE-ENCASED ROD
 DJ5348_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ5348_STAMPING: PLISSKEN 2006
 DJ5348_MARK LOGO: NGS
 DJ5348_PROJECTION: RECESSED 10 CENTIMETERS
 DJ5348_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ5348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5348+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2020
 DJ5348_ROD/PIPE-DEPTH: 25.6 meters
 DJ5348_SLEEVE-DEPTH  : 0.9 meters
 DJ5348
 DJ5348  HISTORY     - Date     Condition        Report By
 DJ5348  HISTORY     - 20060914 MONUMENTED       NJGS
 DJ5348  HISTORY     - 20060411 GOOD             NJGS
 DJ5348  HISTORY     - 20090527 GOOD             INDIV
 DJ5348  HISTORY     - 20201112 GOOD             NJGS
 DJ5348
 DJ5348                          STATION DESCRIPTION
 DJ5348
 DJ5348'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2006
 DJ5348'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, A 3-D ROD SET IN A NGS
 DJ5348'LOGO CAP IN THE NORTHEAST QUADRANT OF THE CLOVERLEAF JUNCTION OF U.S.
 DJ5348'HIGHWAY 322 (THE BLACKHORSE PIKE) AND STATE ROUTE 50 BETWEEN THE
 DJ5348'WESTBOUND LANES OF HIGHWAY 322 AND THE EXIT RAMP FROM THE WESTBOUND
 DJ5348'LANES OF HIGHWAY 322 TO ROUTE 50.
 DJ5348'
 DJ5348'THE STATION IS 23.0 FT (7.0 M) NORTH-NORTHEAST OF THE SOUTH FACE OF
 DJ5348'THE GUARDRAIL, 42.2 FT (12.9 M) WEST-NORTHWEST OF THE EAST END OF THE
 DJ5348'GUARDRAIL, 160.0 FT (48.8 M) EAST-SOUTHEAST OF THE EAST CORNER OF THE
 DJ5348'NORTH BRIDGE ABUTMENT FOR THE ROUTE 50 BRIDGE OVER HIGHWAY 322 AT THE
 DJ5348'ANGLE POINT WITH THE RETAINING WALL, 16.0 FT (4.9 M) SOUTH OF THE
 DJ5348'SOUTH EDGE OF A DRAINAGE DITCH, 252 FT (76.8 M) WEST-NORTHWEST OF THE
 DJ5348'EAST NOSE OF THE OFF RAMP FOR WESTBOUND LANES OF HIGHWAY 322 ONTO
 DJ5348'ROUTE 50, 54.3 FT (16.6 M) EAST-SOUTHEAST OF A DELMARVA POWER ELECTRIC
 DJ5348'MANHOLE.  THERE ARE TWO WITNESS POSTS SET NORTH AND SOUTH OF THE
 DJ5348'STATION.
 DJ5348
 DJ5348                          STATION RECOVERY (2006)
 DJ5348
 DJ5348'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJ)
 DJ5348'RECOVERED AS DESCRIBED.
 DJ5348
 DJ5348                          STATION RECOVERY (2009)
 DJ5348
 DJ5348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (HBH)
 DJ5348'RECOVERED IN GOOD CONDITION.
 DJ5348
 DJ5348                          STATION RECOVERY (2020)
 DJ5348
 DJ5348'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (MK)
 DJ5348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5702 ***********************************************************************
 KV5702  DESIGNATION -  PLUM
 KV5702  PID         -  KV5702
 KV5702  STATE/COUNTY-  NJ/BURLINGTON
 KV5702  COUNTRY     -  US
 KV5702  USGS QUAD   -  BEVERLY (2016)
 KV5702
 KV5702                         *CURRENT SURVEY CONTROL
 KV5702  ______________________________________________________________________
 KV5702* NAD 83(1996) POSITION- 40 01 57.36427(N) 074 59 24.87321(W)   ADJUSTED
 KV5702* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5702  ______________________________________________________________________
 KV5702  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 KV5702  LAPLACE CORR    -          2.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5702.GEOID18 height accuracy estimate available here.
 KV5702
 KV5702.Click photographs - Photos may exist for this station.
 KV5702
 KV5702.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5702
 KV5702. The following values were computed from the NAD 83(1996) position.
 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  =   0.99960507
 KV5702
 KV5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0083231375(NAD 83)
 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
 KV5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5702.See file dsdata.pdf to determine how the superseded data were derived.
 KV5702
 KV5702_MARKER: I = METAL ROD
 KV5702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5702
 KV5702  HISTORY     - Date     Condition        Report By
 KV5702  HISTORY     - 1935     MONUMENTED       USACE
 KV5702  HISTORY     - 1935     GOOD             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 = JULY 24, 2026 22:12:30 EDT
 DS3029 ***********************************************************************
 DS3029  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3029  DESIGNATION -  PNCH
 DS3029  PID         -  DS3029
 DS3029  STATE/COUNTY-  NJ/ESSEX
 DS3029  COUNTRY     -  US
 DS3029  USGS QUAD   -  ELIZABETH (2016)
 DS3029
 DS3029                         *CURRENT SURVEY CONTROL
 DS3029  ______________________________________________________________________
 DS3029* NAD 83(2011) POSITION- 40 41 20.50415(N) 074 08 10.00118(W)   ADJUSTED
 DS3029* NAD 83(2011) ELLIP HT-   -29.923 (meters)        (11/22/24)   ADJUSTED
 DS3029* NAD 83(2011) EPOCH   -  2010.00
 DS3029* NAVD 88 ORTHO HEIGHT -     2.31  (meters)        7.6   (feet) GPS OBS
 DS3029  ______________________________________________________________________
 DS3029  GEOID HEIGHT    -        -32.221 (meters)                     GEOID18
 DS3029  NAD 83(2011) X  -  1,323,890.628 (meters)                     COMP
 DS3029  NAD 83(2011) Y  - -4,658,696.192 (meters)                     COMP
 DS3029  NAD 83(2011) Z  -  4,136,279.486 (meters)                     COMP
 DS3029  LAPLACE CORR    -          5.94  (seconds)                    DEFLEC18
 DS3029
 DS3029  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3029  Standards:
 DS3029         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3029            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3029  -------------------------------------------------------------------
 DS3029  NETWORK    0.53   0.86           0.24   0.19   0.44     -0.04281188
 DS3029  -------------------------------------------------------------------
 DS3029  Click here for local accuracies and other accuracy information.
 DS3029
 DS3029.The horizontal coordinates were established by GPS observations
 DS3029.and adjusted by the MCKIM AND CREED in November 2024.
 DS3029
 DS3029.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3029.been affixed to the stable North American tectonic plate. See 
 DS3029.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3029
 DS3029.The horizontal coordinates are valid at the epoch date displayed above
 DS3029.which is a decimal equivalence of Year/Month/Day.
 DS3029
 DS3029.The orthometric height was determined by GPS observations and a
 DS3029.high-resolution geoid model using precise GPS observation and
 DS3029.processing techniques.
 DS3029
 DS3029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3029.GEOID18 height accuracy estimate available here.
 DS3029
 DS3029.Click photographs - Photos may exist for this station.
 DS3029
 DS3029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3029
 DS3029.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3029
 DS3029.The ellipsoidal height was determined by GPS observations
 DS3029.and is referenced to NAD 83.
 DS3029
 DS3029. The following values were computed from the NAD 83(2011) position.
 DS3029
 DS3029;                    North         East     Units Scale Factor Converg.
 DS3029;SPC NJ       -   206,081.074   180,756.227   MT  0.99991164   +0 14 14.1
 DS3029;SPC NJ       -   676,117.66    593,031.05   sFT  0.99991164   +0 14 14.1
 DS3029;UTM  18      - 4,504,596.041   572,995.169   MT  0.99966558   +0 33 47.7
 DS3029
 DS3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3029!SPC NJ       -   1.00000469  x   0.99991164  =   0.99991633
 DS3029!UTM  18      -   1.00000469  x   0.99966558  =   0.99967027
 DS3029
 DS3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7299504596(NAD 83)
 DS3029
 DS3029                          SUPERSEDED SURVEY CONTROL
 DS3029
 DS3029.No superseded survey control is available for this station.
 DS3029
 DS3029_MARKER: DD = SURVEY DISK
 DS3029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3029_SP_SET: CONCRETE WHARF
 DS3029_STAMPING: PN CHANNEL 2024
 DS3029_MARK LOGO: USACE
 DS3029_PROJECTION: FLUSH
 DS3029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3029+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DS3029
 DS3029  HISTORY     - Date     Condition        Report By
 DS3029  HISTORY     - 20240911 MONUMENTED       USACE
 DS3029
 DS3029                          STATION DESCRIPTION
 DS3029
 DS3029'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2024 (CLH)
 DS3029'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF ROSELLE,
 DS3029'4.3 MI (6.9 KM) EAST-NORTHEAST OF ELIZABETH AND 4.1 MI (6.6 KM)
 DS3029'SOUTHWEST OF JERSEY CITY.
 DS3029'
 DS3029'TO REACH THE STATION FROM THE INTERSECTION OF CORBIN ST. AND MARSH ST.
 DS3029'LEFT ON MARSH ST. IT WILL COME TO AN END.  TURN RIGHT AT LAST GATE FOR
 DS3029'BERTHS 16-20.  CONTINUE ON ROAD ALONG SEAWALL AND PARALLEL TO CHANNEL.
 DS3029'GO TO END OF ROAD WHERE FENCE IS LOCATED AND SEAWALL TURNS RIGHT.  GO
 DS3029'THROUGH GATE TO LOCATE DISK.
 DS3029'
 DS3029'4 FT (1.2 M) FROM EDGE OF SEAWALL 32 FT (9.8 M) FROM BOLLARD AT CORNER
 DS3029'OF DOCK 34 FT (10.4 M) FROM BOLLARD TO THE SOUTH
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 KV5829 ***********************************************************************
 KV5829  DESIGNATION -  POHATCONG
 KV5829  PID         -  KV5829
 KV5829  STATE/COUNTY-  NJ/WARREN
 KV5829  COUNTRY     -  US
 KV5829  USGS QUAD   -  HACKETTSTOWN (2016)
 KV5829
 KV5829                         *CURRENT SURVEY CONTROL
 KV5829  ______________________________________________________________________
 KV5829* NAD 83(1996) POSITION- 40 50 28.57769(N) 074 51 42.33886(W)   ADJUSTED
 KV5829* NAVD 88 ORTHO HEIGHT -   375.    (meters)     1230.    (feet) SCALED
 KV5829  ______________________________________________________________________
 KV5829  GEOID HEIGHT    -        -33.194 (meters)                     GEOID18
 KV5829  LAPLACE CORR    -          2.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5829.GEOID18 height accuracy estimate available here.
 KV5829
 KV5829.Click photographs - Photos may exist for this station.
 KV5829
 KV5829.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5829
 KV5829. The following values were computed from the NAD 83(1996) position.
 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  =   0.99985788
 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       -  POHATCONG AZ MK                          244 02 50.0
 KV5829:SPC PA S     -  POHATCONG AZ MK                          241 56 12.4
 KV5829:UTM  18      -  POHATCONG AZ MK                          243 43 12.8
 KV5829
 KV5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1165321146(NAD 83)
 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
 KV5829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5829.See file dsdata.pdf to determine how the superseded data were derived.
 KV5829
 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 = JULY 24, 2026 22:12:30 EDT
 JU2847 ***********************************************************************
 JU2847  DESIGNATION -  POINT
 JU2847  PID         -  JU2847
 JU2847  STATE/COUNTY-  NJ/ATLANTIC
 JU2847  COUNTRY     -  US
 JU2847  USGS QUAD   -  OCEAN CITY (2019)
 JU2847
 JU2847                         *CURRENT SURVEY CONTROL
 JU2847  ______________________________________________________________________
 JU2847* NAD 83(1996) POSITION- 39 18 15.72405(N) 074 32 14.31588(W)   ADJUSTED
 JU2847* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2847  ______________________________________________________________________
 JU2847  GEOID HEIGHT    -        -34.553 (meters)                     GEOID18
 JU2847  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2847.GEOID18 height accuracy estimate available here.
 JU2847
 JU2847.Click photographs - Photos may exist for this station.
 JU2847
 JU2847.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2847
 JU2847. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000533  x   0.99990013  =   0.99990545
 JU2847!UTM  18      -   1.00000533  x   0.99961959  =   0.99962491
 JU2847
 JU2847:                Primary Azimuth Mark                     Grid Az
 JU2847:SPC NJ       -  POINT RM 2                               063 45 10.9
 JU2847:UTM  18      -  POINT RM 2                               063 26 10.7
 JU2847
 JU2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3989350655(NAD 83)
 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                                         0634345.8 |
 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
 JU2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2847.See file dsdata.pdf to determine how the superseded data were derived.
 JU2847
 JU2847_MARKER: DS = TRIANGULATION STATION DISK
 JU2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2847_STAMPING: POINT 1932
 JU2847_MARK LOGO: CGS
 JU2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2847+STABILITY: SURFACE MOTION
 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 = JULY 24, 2026 22:12:30 EDT
 KV4317 ***********************************************************************
 KV4317  DESIGNATION -  POINT
 KV4317  PID         -  KV4317
 KV4317  STATE/COUNTY-  NJ/HUDSON
 KV4317  COUNTRY     -  US
 KV4317  USGS QUAD   -  JERSEY CITY (2019)
 KV4317
 KV4317                         *CURRENT SURVEY CONTROL
 KV4317  ______________________________________________________________________
 KV4317* NAD 83(1996) POSITION- 40 43 02.09537(N) 074 06 56.81416(W)   ADJUSTED
 KV4317* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 KV4317  ______________________________________________________________________
 KV4317  GEOID HEIGHT    -        -32.159 (meters)                     GEOID18
 KV4317  LAPLACE CORR    -          6.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4317.GEOID18 height accuracy estimate available here.
 KV4317
 KV4317.Click photographs - Photos may exist for this station.
 KV4317
 KV4317.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4317
 KV4317. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000510  x   0.99991297  =   0.99991807
 KV4317!SPC NY L     -   1.00000510  x   0.99999758  =   1.00000268
 KV4317!UTM  18      -   1.00000510  x   0.99966865  =   0.99967375
 KV4317
 KV4317:                Primary Azimuth Mark                     Grid Az
 KV4317:SPC NJ       -  LEHIGH                                   198 02 32.4
 KV4317:SPC NY L     -  LEHIGH                                   198 22 07.3
 KV4317:UTM  18      -  LEHIGH                                   197 42 58.1
 KV4317
 KV4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7468107745(NAD 83)
 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  USSD        -  40 43 02.10500(N)    074 06 58.20000(W) AD(       ) 3
 KV4317
 KV4317.Superseded values are not recommended for survey control.
 KV4317
 KV4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4317.See file dsdata.pdf to determine how the superseded data were derived.
 KV4317
 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 = JULY 24, 2026 22:12:30 EDT
 DQ0855 ***********************************************************************
 DQ0855  DESIGNATION -  POINT 15237
 DQ0855  PID         -  DQ0855
 DQ0855  STATE/COUNTY-  NJ/MONMOUTH
 DQ0855  COUNTRY     -  US
 DQ0855  USGS QUAD   -  MARLBORO (2016)
 DQ0855
 DQ0855                         *CURRENT SURVEY CONTROL
 DQ0855  ______________________________________________________________________
 DQ0855* NAD 83(1986) POSITION- 40 15 26.31   (N) 074 09 32.59   (W)   HD_HELD1
 DQ0855* NAVD 88 ORTHO HEIGHT -    53.988 (meters)      177.13  (feet) ADJUSTED
 DQ0855  ______________________________________________________________________
 DQ0855  GEOID HEIGHT    -        -32.470 (meters)                     GEOID18
 DQ0855  DYNAMIC HEIGHT  -         53.965 (meters)      177.05  (feet) COMP
 DQ0855  MODELED GRAVITY -    980,205.0   (mgal)                       NAVD 88
 DQ0855
 DQ0855  VERT ORDER      -  FIRST     CLASS II
 DQ0855
 DQ0855.The horizontal coordinates were determined by differentially corrected
 DQ0855.hand held GPS observations or other comparable positioning techniques
 DQ0855.and have an estimated accuracy of +/- 3 meters.
 DQ0855
 DQ0855.The orthometric height was determined by differential leveling and
 DQ0855.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0855.in February 2016.
 DQ0855
 DQ0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0855.GEOID18 height accuracy estimate available here.
 DQ0855
 DQ0855.Click photographs - Photos may exist for this station.
 DQ0855
 DQ0855.The dynamic height is computed by dividing the NAVD 88
 DQ0855.geopotential number by the normal gravity value computed on the
 DQ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0855.degrees latitude (g = 980.6199 gals.).
 DQ0855
 DQ0855.The modeled gravity was interpolated from observed gravity values.
 DQ0855
 DQ0855;                    North         East    Units  Estimated Accuracy
 DQ0855;SPC NJ       -   158,138.1     179,002.4     MT  (+/- 3 meters HH1 GPS) 
 DQ0855
 DQ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7151356655(NAD 83)
 DQ0855
 DQ0855                          SUPERSEDED SURVEY CONTROL
 DQ0855
 DQ0855.No superseded survey control is available for this station.
 DQ0855
 DQ0855_MARKER: B = BOLT
 DQ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0855_PROJECTION: RECESSED 30 CENTIMETERS
 DQ0855_MAGNETIC: I = MARKER IS A STEEL ROD
 DQ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0855+STABILITY: SURFACE MOTION
 DQ0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0855+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2015
 DQ0855
 DQ0855  HISTORY     - Date     Condition        Report By
 DQ0855  HISTORY     - 1943     MONUMENTED       NJDCED
 DQ0855  HISTORY     - 20150713 GOOD             NJGS
 DQ0855
 DQ0855                          STATION DESCRIPTION
 DQ0855
 DQ0855'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0855'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST OF FREEHOLD, 5.8 MI
 DQ0855'(9.3 KM) EAST-NORTHEAST OF ADELPHIA AND 4.2 MI (6.8 KM) NORTH OF
 DQ0855'FARMINGDALE, IN HOWELL TOWNSHIP.
 DQ0855'
 DQ0855'TO REACH FROM THE END OF THE MILITARY RAILROAD BRIDGE (STRUCTURE
 DQ0855'NUMBER 1308-151, MILEPOST 10.32) OVER NEW JERSEY STATE ROUTE 34, GO
 DQ0855'0.7 MI (1.1 KM) NORTH-NORTHWEST ON NEW JERSEY STATE ROUTE 34 TO THE
 DQ0855'STATION ON THE RIGHT, JUST NORTH OF A GRAVEL PARKING AREA, STATION IS
 DQ0855'A STEEL PIN IN CONCRETE.
 DQ0855'
 DQ0855'IT IS 4.5 FT (1.4 M) EAST OF THE EAST EDGE OF PAVING OF NEW JERSEY
 DQ0855'STATE ROUTE 34, 28.5 FT (8.7 M) EAST OF THE CENTERLINE OF NEW JERSEY
 DQ0855'STATE ROUTE 34, 16.5 FT (5.0 M) SOUTH-SOUTHWEST OF MILEPOST 11 WITH AN
 DQ0855'ATTACHED WITNESS SIGN, 16.4 FT (5.0 M) SOUTH-SOUTHWEST OF THE SOUTH
 DQ0855'END OF A STEEL GUARD RAIL, 180 FT (54.9 M) NORTH-NORTHWEST OF A SIGN
 DQ0855'(STATE PROPERTY, NO TRESPASSING) IN THE PARKING AREA.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0856 ***********************************************************************
 DQ0856  DESIGNATION -  POINT 15238
 DQ0856  PID         -  DQ0856
 DQ0856  STATE/COUNTY-  NJ/MONMOUTH
 DQ0856  COUNTRY     -  US
 DQ0856  USGS QUAD   -  FARMINGDALE (2016)
 DQ0856
 DQ0856                         *CURRENT SURVEY CONTROL
 DQ0856  ______________________________________________________________________
 DQ0856* NAD 83(1986) POSITION- 40 14 49.90   (N) 074 09 16.55   (W)   HD_HELD1
 DQ0856* NAVD 88 ORTHO HEIGHT -    39.991 (meters)      131.20  (feet) ADJUSTED
 DQ0856  ______________________________________________________________________
 DQ0856  GEOID HEIGHT    -        -32.497 (meters)                     GEOID18
 DQ0856  DYNAMIC HEIGHT  -         39.974 (meters)      131.15  (feet) COMP
 DQ0856  MODELED GRAVITY -    980,202.1   (mgal)                       NAVD 88
 DQ0856
 DQ0856  VERT ORDER      -  FIRST     CLASS II
 DQ0856
 DQ0856.The horizontal coordinates were determined by differentially corrected
 DQ0856.hand held GPS observations or other comparable positioning techniques
 DQ0856.and have an estimated accuracy of +/- 3 meters.
 DQ0856
 DQ0856.The orthometric height was determined by differential leveling and
 DQ0856.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0856.in February 2016.
 DQ0856
 DQ0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0856.GEOID18 height accuracy estimate available here.
 DQ0856
 DQ0856.Click photographs - Photos may exist for this station.
 DQ0856
 DQ0856.The dynamic height is computed by dividing the NAVD 88
 DQ0856.geopotential number by the normal gravity value computed on the
 DQ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0856.degrees latitude (g = 980.6199 gals.).
 DQ0856
 DQ0856.The modeled gravity was interpolated from observed gravity values.
 DQ0856
 DQ0856;                    North         East    Units  Estimated Accuracy
 DQ0856;SPC NJ       -   157,016.6     179,385.7     MT  (+/- 3 meters HH1 GPS) 
 DQ0856
 DQ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7190255536(NAD 83)
 DQ0856
 DQ0856                          SUPERSEDED SURVEY CONTROL
 DQ0856
 DQ0856.No superseded survey control is available for this station.
 DQ0856
 DQ0856_MARKER: Z = SEE DESCRIPTION
 DQ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0856_PROJECTION: RECESSED 30 CENTIMETERS
 DQ0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0856+STABILITY: SURFACE MOTION
 DQ0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0856+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2021
 DQ0856
 DQ0856  HISTORY     - Date     Condition        Report By
 DQ0856  HISTORY     - 1949     MONUMENTED       NJDCED
 DQ0856  HISTORY     - 20150713 GOOD             NJGS
 DQ0856  HISTORY     - 20211123 GOOD             NJGS
 DQ0856
 DQ0856                          STATION DESCRIPTION
 DQ0856
 DQ0856'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0856'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF FREEHOLD, 5.8 MI
 DQ0856'(9.3 KM) EAST-NORTHEAST OF ADELPHIA AND 3.6 MI (5.8 KM)
 DQ0856'NORTH-NORTHEAST OF FARMINGDALE, IN HOWELL TOWNSHIP.
 DQ0856'
 DQ0856'TO REACH FROM THE END OF THE MILITARY RAILROAD BRIDGE (STRUCTURE
 DQ0856'NUMBER 1308-151, MILEPOST 10.32) OVER NEW JERSEY STATE ROUTE 34, GO
 DQ0856'0.05 MI (0.1 KM) SOUTH-SOUTHEAST ON NEW JERSEY STATE ROUTE 34 TO THE
 DQ0856'STATION ON THE LEFT, SET IN A STEEL PIN WITH A CROSS-CUT IN CONCRETE.
 DQ0856'
 DQ0856'IT IS 277 FT (84.4 M) SOUTH-SOUTHEAST OF THE SOUTH END OF THE CENTER
 DQ0856'PIER OF THE MILITARY RAILROAD BRIDGE OVER NEW JERSEY STATE ROUTE 34,
 DQ0856'1.3 FT (0.4 M) EAST OF THE EAST EDGE OF PAVING OF ROUTE 34, 26 FT (7.9
 DQ0856'M) EAST OF THE CENTERLINE OF ROUTE 34, 134 FT (40.8 M) NORTHEAST AND
 DQ0856'ACROSS ROUTE 34 FROM A NATURAL GAS LINE WARNING POST.
 DQ0856
 DQ0856                          STATION RECOVERY (2021)
 DQ0856
 DQ0856'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2021 (JAR)
 DQ0856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0857 ***********************************************************************
 DQ0857  DESIGNATION -  POINT 15239
 DQ0857  PID         -  DQ0857
 DQ0857  STATE/COUNTY-  NJ/MONMOUTH
 DQ0857  COUNTRY     -  US
 DQ0857  USGS QUAD   -  FARMINGDALE (2016)
 DQ0857
 DQ0857                         *CURRENT SURVEY CONTROL
 DQ0857  ______________________________________________________________________
 DQ0857* NAD 83(1986) POSITION- 40 14 14.92   (N) 074 09 01.13   (W)   HD_HELD1
 DQ0857* NAVD 88 ORTHO HEIGHT -    35.213 (meters)      115.53  (feet) ADJUSTED
 DQ0857  ______________________________________________________________________
 DQ0857  GEOID HEIGHT    -        -32.527 (meters)                     GEOID18
 DQ0857  DYNAMIC HEIGHT  -         35.198 (meters)      115.48  (feet) COMP
 DQ0857  MODELED GRAVITY -    980,199.1   (mgal)                       NAVD 88
 DQ0857
 DQ0857  VERT ORDER      -  FIRST     CLASS II
 DQ0857
 DQ0857.The horizontal coordinates were determined by differentially corrected
 DQ0857.hand held GPS observations or other comparable positioning techniques
 DQ0857.and have an estimated accuracy of +/- 3 meters.
 DQ0857
 DQ0857.The orthometric height was determined by differential leveling and
 DQ0857.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0857.in February 2016.
 DQ0857
 DQ0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0857.GEOID18 height accuracy estimate available here.
 DQ0857
 DQ0857.Click photographs - Photos may exist for this station.
 DQ0857
 DQ0857.The dynamic height is computed by dividing the NAVD 88
 DQ0857.geopotential number by the normal gravity value computed on the
 DQ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0857.degrees latitude (g = 980.6199 gals.).
 DQ0857
 DQ0857.The modeled gravity was interpolated from observed gravity values.
 DQ0857
 DQ0857;                    North         East    Units  Estimated Accuracy
 DQ0857;SPC NJ       -   155,939.2     179,754.4     MT  (+/- 3 meters HH1 GPS) 
 DQ0857
 DQ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7227754461(NAD 83)
 DQ0857
 DQ0857                          SUPERSEDED SURVEY CONTROL
 DQ0857
 DQ0857.No superseded survey control is available for this station.
 DQ0857
 DQ0857_MARKER: S = SPIKE
 DQ0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0857_PROJECTION: RECESSED 20 CENTIMETERS
 DQ0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0857+STABILITY: SURFACE MOTION
 DQ0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0857+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2015
 DQ0857
 DQ0857  HISTORY     - Date     Condition        Report By
 DQ0857  HISTORY     - 1949     MONUMENTED       NJDCED
 DQ0857  HISTORY     - 20150713 GOOD             NJGS
 DQ0857
 DQ0857                          STATION DESCRIPTION
 DQ0857
 DQ0857'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0857'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF
 DQ0857'FREEHOLD, 5.8 MI (9.3 KM) EAST-NORTHEAST OF ADELPHIA AND 3.0 MI (4.8
 DQ0857'KM) NORTH-NORTHEAST OF FARMINGDALE, IN HOWELL TOWNSHIP.
 DQ0857'
 DQ0857'TO REACH FROM THE END OF THE MILITARY RAILROAD BRIDGE (STRUCTURE
 DQ0857'NUMBER 1308-151, MILEPOST 10.32) OVER NEW JERSEY STATE ROUTE 34, GO
 DQ0857'0.8 MI (1.3 KM) SOUTH-SOUTHEAST ON NEW JERSEY STATE ROUTE 34 TO THE
 DQ0857'STATION ON THE LEFT, A RAILROAD SPIKE SET IN CONCRETE.
 DQ0857'
 DQ0857'IT IS 2.8 FT (0.9 M) EAST OF THE EAST EDGE OF PAVING FOR NEW JERSEY
 DQ0857'STATE ROUTE 34, 26 FT (7.9 M) EAST OF THE CENTERLINE OF NEW JERSEY
 DQ0857'STATE ROUTE 34, 70 FT (21.3 M) SOUTHEAST AND ACROSS NEW JERSEY STATE
 DQ0857'ROUTE 34 FROM A NATURAL GAS PIPELINE WARNING POST, 165 FT (50.3 M)
 DQ0857'SOUTH-SOUTHEAST OF THE CENTERLINE EXTENDED OF HOUSE NUMBER 100 WHICH
 DQ0857'IS IN LINE AND OPPOSITE OF A DRIVEWAY LEADING EAST, 200 FT (61.0 M)
 DQ0857'NORTH-NORTHWEST OF THE CENTERLINE EXTENDED TO A HOUSE WITH NO NUMBER.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 DQ0858 ***********************************************************************
 DQ0858  DESIGNATION -  POINT 15240
 DQ0858  PID         -  DQ0858
 DQ0858  STATE/COUNTY-  NJ/MONMOUTH
 DQ0858  COUNTRY     -  US
 DQ0858  USGS QUAD   -  FARMINGDALE (2016)
 DQ0858
 DQ0858                         *CURRENT SURVEY CONTROL
 DQ0858  ______________________________________________________________________
 DQ0858* NAD 83(1986) POSITION- 40 14 04.18   (N) 074 08 56.40   (W)   HD_HELD1
 DQ0858* NAVD 88 ORTHO HEIGHT -    32.208 (meters)      105.67  (feet) ADJUSTED
 DQ0858  ______________________________________________________________________
 DQ0858  GEOID HEIGHT    -        -32.536 (meters)                     GEOID18
 DQ0858  DYNAMIC HEIGHT  -         32.194 (meters)      105.62  (feet) COMP
 DQ0858  MODELED GRAVITY -    980,198.2   (mgal)                       NAVD 88
 DQ0858
 DQ0858  VERT ORDER      -  FIRST     CLASS II
 DQ0858
 DQ0858.The horizontal coordinates were determined by differentially corrected
 DQ0858.hand held GPS observations or other comparable positioning techniques
 DQ0858.and have an estimated accuracy of +/- 3 meters.
 DQ0858
 DQ0858.The orthometric height was determined by differential leveling and
 DQ0858.adjusted by the NATIONAL GEODETIC SURVEY
 DQ0858.in February 2016.
 DQ0858
 DQ0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0858.GEOID18 height accuracy estimate available here.
 DQ0858
 DQ0858.Click photographs - Photos may exist for this station.
 DQ0858
 DQ0858.The dynamic height is computed by dividing the NAVD 88
 DQ0858.geopotential number by the normal gravity value computed on the
 DQ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0858.degrees latitude (g = 980.6199 gals.).
 DQ0858
 DQ0858.The modeled gravity was interpolated from observed gravity values.
 DQ0858
 DQ0858;                    North         East    Units  Estimated Accuracy
 DQ0858;SPC NJ       -   155,608.4     179,867.5     MT  (+/- 3 meters HH1 GPS) 
 DQ0858
 DQ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7239254131(NAD 83)
 DQ0858
 DQ0858                          SUPERSEDED SURVEY CONTROL
 DQ0858
 DQ0858.No superseded survey control is available for this station.
 DQ0858
 DQ0858_MARKER: Z = SEE DESCRIPTION
 DQ0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0858_PROJECTION: RECESSED 20 CENTIMETERS
 DQ0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0858+STABILITY: SURFACE MOTION
 DQ0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ0858+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2015
 DQ0858
 DQ0858  HISTORY     - Date     Condition        Report By
 DQ0858  HISTORY     - 1949     MONUMENTED       NJDCED
 DQ0858  HISTORY     - 20150713 GOOD             NJGS
 DQ0858
 DQ0858                          STATION DESCRIPTION
 DQ0858
 DQ0858'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2015 (RJK)
 DQ0858'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 DQ0858'FREEHOLD, 5.8 MI (9.3 KM) EAST-NORTHEAST OF ADELPHIA AND 2.8 MI (4.5
 DQ0858'KM) NORTH-NORTHEAST OF FARMINGDALE, IN HOWELL TOWNSHIP.
 DQ0858'
 DQ0858'TO REACH FROM THE END OF THE MILITARY RAILROAD BRIDGE (STRUCTURE
 DQ0858'NUMBER 1308-151, MILEPOST 10.32) OVER NEW JERSEY STATE ROUTE 34, GO
 DQ0858'1.0 MI (1.6 KM) SOUTH-SOUTHEAST ON NEW JERSEY STATE ROUTE 34 TO THE
 DQ0858'STATION ON THE LEFT, A STEEL PIN SET IN CONCRETE.
 DQ0858'
 DQ0858'IT IS 2.5 FT (0.8 M) EAST OF THE EAST EDGE OF NEW JERSEY STATE ROUTE
 DQ0858'34, 26.2 FT (8.0 M) EAST OF THE CENTERLINE OF NEW JERSEY STATE ROUTE
 DQ0858'34, 87 FT (26.5 M) NORTHEAST AND ACROSS NEW JERSEY STATE ROUTE 34 FROM
 DQ0858'A NATURAL GAS WARNING POST, 160 FT (48.8 M) SOUTH-SOUTHEAST AND ACROSS
 DQ0858'NEW JERSEY STATE ROUTE 34 FROM A GREEN TELEPHONE SERVICE POD, 550 FT
 DQ0858'(167.6 M) SOUTH-SOUTHEAST OF THE CENTERLINE EXTENDED OF THE DRIVEWAY
 DQ0858'FOR HOUSE NUMBER 80.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2844 ***********************************************************************
 JU2844  DESIGNATION -  POINT 2
 JU2844  PID         -  JU2844
 JU2844  STATE/COUNTY-  NJ/ATLANTIC
 JU2844  COUNTRY     -  US
 JU2844  USGS QUAD   -  OCEAN CITY (2019)
 JU2844
 JU2844                         *CURRENT SURVEY CONTROL
 JU2844  ______________________________________________________________________
 JU2844* NAD 83(1986) POSITION- 39 18 12.70   (N) 074 32 07.75   (W)   HD_HELD1
 JU2844* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) VERTCON3
 JU2844  ______________________________________________________________________
 JU2844  GEOID HEIGHT    -        -34.559 (meters)                     GEOID18
 JU2844
 JU2844.The horizontal coordinates were determined by differentially corrected
 JU2844.hand held GPS observations or other comparable positioning techniques
 JU2844.and have an estimated accuracy of +/- 3 meters.
 JU2844
 JU2844.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2844
 JU2844.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2844.GEOID18 height accuracy estimate available here.
 JU2844
 JU2844.Click photographs - Photos may exist for this station.
 JU2844
 JU2844;                    North         East    Units  Estimated Accuracy
 JU2844;SPC NJ       -    52,194.9     146,939.4     MT  (+/- 3 meters HH1 GPS) 
 JU2844
 JU2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4005050563(NAD 83)
 JU2844
 JU2844                          SUPERSEDED SURVEY CONTROL
 JU2844
 JU2844  NGVD 29 (07/19/86)    3.1    (m)           10.     (f) VERT ANG       
 JU2844
 JU2844.Superseded values are not recommended for survey control.
 JU2844
 JU2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2844.See file dsdata.pdf to determine how the superseded data were derived.
 JU2844
 JU2844_MARKER: DS = TRIANGULATION STATION DISK
 JU2844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2844_SP_SET: SEA WALL
 JU2844_STAMPING: POINT 2 1962
 JU2844_MARK LOGO: CGS
 JU2844_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2844+STABILITY: SURFACE MOTION
 JU2844
 JU2844  HISTORY     - Date     Condition        Report By
 JU2844  HISTORY     - 1962     MONUMENTED       CGS
 JU2844  HISTORY     - 1974     GOOD             NGS
 JU2844
 JU2844                          STATION DESCRIPTION
 JU2844
 JU2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2844'THE STATION IS ABOUT 1 MILE SOUTHWEST OF LONGPORT, NEAR THE
 JU2844'NORTHEAST POINT OF GREAT EGG HARBOR INLET AND IS ON A CONCRETE
 JU2844'SEA WALL AT THE SOUTHEAST END OF 11TH. STREET.  IT IS SET FLUSH
 JU2844'IN A DRILL HOLE AT A JOG IN THE SEA WALL, 9 FEET SOUTHEAST OF
 JU2844'A POWER POLE NUMBER A6976S, 5 FEET SOUTHWEST OF A WITNESS POST
 JU2844'AND 68 FEET SOUTH OF THE SOUTH CORNER OF A LOG HOUSE.  THE DISK
 JU2844'IS STAMPED POINT 2 1962.
 JU2844'
 JU2844'TO REACH THE STATION FROM THE MUNICIPAL AND FIRE DEPARTMENT
 JU2844'BUILDING IN LONGPORT, GO SOUTHWEST ON ATLANTIC AVENUE FOR 0.7
 JU2844'MILE TO THE END OF ATLANTIC AVENUE AT 11TH. STREET.  TURN LEFT
 JU2844'AND GO SOUTHEAST ON 11TH. STREET FOR 0.15 MILE TO THE END OF
 JU2844'11TH. STREET AND THE STATION ON THE SEA WALL.
 JU2844'
 JU2844'TO REACH BENCH MARK L 56 FROM MARGATE CITY HALL AND FIRE
 JU2844'STATION IN MARGATE CITY, GO SOUTHWEST ON VENTNOR AVENUE FOR 1.0
 JU2844'MILE TO THE BRIDGE OVER BEACH THOROFARE.  CONTINUE SOUTHWESTERLY
 JU2844'FOR 1.15 MILES TO A Y-FORK.  KEEP LEFT FORK AND GO SOUTHWEST
 JU2844'AND SOUTH ON A PAVED ROAD FOR 0.6 MILE TO THE NORTH END OF A
 JU2844'BRIDGE AND THE MARK ON THE LEFT.
 JU2844'
 JU2844'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 JU2844'SEA WALL, 47 FEET SOUTH OF THE SOUTH CORNER OF THE LOG HOUSE, 25
 JU2844'FEET EAST OF A POWER POLE AND 18 FEET EAST OF THE WITNESS
 JU2844'POST.  THE DISK IS STAMPED POINT 2 NO 1 1962.
 JU2844'
 JU2844'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 JU2844'SEA WALL, 65 FEET SOUTHWEST OF THE SOUTH CORNER OF THE LOG HOUSE,
 JU2844'26 FEET WEST OF THE POWER POLE AND 31 FEET WEST OF THE WITNESS
 JU2844'POST.  THE DISK IS STAMPED POINT 2 NO 2 1962.
 JU2844'
 JU2844'BENCH MARK L 56 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 JU2844'BENCH MARK DISK STAMPED L 56 1961 SET FLUSH IN A DRILL HOLE IN
 JU2844'THE NORTHEAST CORNER OF A BRIDGE.  IT IS 2.3 FEET NORTH OF THE
 JU2844'NORTH CORNER OF A METAL BRIDGE RAILING, 12 FEET EAST OF THE
 JU2844'CENTERLINE OF THE BRIDGE, 10 FEET SOUTHWEST OF A WITNESS POST
 JU2844'AND 1 FOOT EAST OF THE BRIDGE CURB.
 JU2844'
 JU2844'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 JU2844
 JU2844                          STATION RECOVERY (1974)
 JU2844
 JU2844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2844'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU2844'CONDITION AS DESCRIBED IN THE 1962 DESCRIPTION.  THE STATION WAS
 JU2844'NOT OCCUPIED AT THIS DATE.
 JU2844'
 JU2844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2844'IN SW PART OF LONGPORT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2467 ***********************************************************************
 JU2467  DESIGNATION -  POINT 2 RESET
 JU2467  PID         -  JU2467
 JU2467  STATE/COUNTY-  NJ/ATLANTIC
 JU2467  COUNTRY     -  US
 JU2467  USGS QUAD   -  OCEAN CITY (2019)
 JU2467
 JU2467                         *CURRENT SURVEY CONTROL
 JU2467  ______________________________________________________________________
 JU2467* NAD 83(2011) POSITION- 39 18 12.69590(N) 074 32 07.74745(W)   ADJUSTED
 JU2467* NAD 83(2011) ELLIP HT-   -31.401 (meters)        (06/27/12)   ADJUSTED
 JU2467* NAD 83(2011) EPOCH   -  2010.00
 JU2467* NAVD 88 ORTHO HEIGHT -     3.178 (meters)       10.43  (feet) ADJUSTED
 JU2467  ______________________________________________________________________
 JU2467  GEOID HEIGHT    -        -34.559 (meters)                     GEOID18
 JU2467  NAD 83(2011) X  -  1,317,749.700 (meters)                     COMP
 JU2467  NAD 83(2011) Y  - -4,763,105.286 (meters)                     COMP
 JU2467  NAD 83(2011) Z  -  4,018,428.354 (meters)                     COMP
 JU2467  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 JU2467  DYNAMIC HEIGHT  -          3.176 (meters)       10.42  (feet) COMP
 JU2467  MODELED GRAVITY -    980,101.5   (mgal)                       NAVD 88
 JU2467
 JU2467  VERT ORDER      -  FIRST     CLASS II
 JU2467
 JU2467  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2467  Standards:
 JU2467         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2467            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2467  -------------------------------------------------------------------
 JU2467  NETWORK    0.30   0.57           0.13   0.11   0.29     -0.02017764
 JU2467  -------------------------------------------------------------------
 JU2467  Click here for local accuracies and other accuracy information.
 JU2467
 JU2467.The horizontal coordinates were established by GPS observations
 JU2467.and adjusted by the National Geodetic Survey in June 2012.
 JU2467
 JU2467.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2467.been affixed to the stable North American tectonic plate. See 
 JU2467.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2467
 JU2467.The horizontal coordinates are valid at the epoch date displayed above
 JU2467.which is a decimal equivalence of Year/Month/Day.
 JU2467
 JU2467.The orthometric height was determined by differential leveling and
 JU2467.adjusted by the NATIONAL GEODETIC SURVEY
 JU2467.in March 2005.
 JU2467
 JU2467.No vertical observational check was made to the station.
 JU2467
 JU2467.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2467.GEOID18 height accuracy estimate available here.
 JU2467
 JU2467.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 JU2467
 JU2467.The ellipsoidal height was determined by GPS observations
 JU2467.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2467
 JU2467;                    North         East     Units Scale Factor Converg.
 JU2467;SPC NJ       -    52,194.731   146,939.510   MT  0.99990012   -0 01 20.9
 JU2467;SPC NJ       -   171,242.21    482,084.04   sFT  0.99990012   -0 01 20.9
 JU2467;UTM  18      - 4,350,562.980   540,050.803   MT  0.99961975   +0 17 39.3
 JU2467
 JU2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2467!SPC NJ       -   1.00000493  x   0.99990012  =   0.99990505
 JU2467!UTM  18      -   1.00000493  x   0.99961975  =   0.99962467
 JU2467
 JU2467:                Primary Azimuth Mark                     Grid Az
 JU2467:SPC NJ       -  OCEAN CITY WATER TANK                    235 19 42.8
 JU2467:UTM  18      -  OCEAN CITY WATER TANK                    235 00 42.6
 JU2467
 JU2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4005050562(NAD 83)
 JU2467
 JU2467|---------------------------------------------------------------------|
 JU2467| PID    Reference Object                     Distance      Geod. Az  |
 JU2467|                                                           dddmmss.s |
 JU2467| JU2466 POINT 2 RM 5                         11.642 METERS 04719     |
 JU2467| CB2864 POINT 2 RM 1                          6.888 METERS 04817     |
 JU2467| JU2468 POINT 2 RM 3                         15.494 METERS 15246     |
 JU2467| JU2854 OCEAN CITY FLANDERS HOTEL CUP       APPROX. 4.8 KM 2273104.0 |
 JU2467| JU2852 OCEAN CITY NORTH STANDPIPE          APPROX. 4.7 KM 2333636.8 |
 JU2467| JU2856 OCEAN CITY WATER TANK               APPROX. 4.3 KM 2351821.9 |
 JU2467| JU2469 POINT 2 RM 4                         10.131 METERS 27740     |
 JU2467| CB2865 POINT 2 RM 2                         10.126 METERS 27743     |
 JU2467| JU2839 SOMERS POINT STANDPIPE              APPROX. 5.8 KM 2870235.9 |
 JU2467| JU2864 GREAT EGG                           APPROX. 1.4 KM 3084904.0 |
 JU2467|---------------------------------------------------------------------|
 JU2467
 JU2467                          SUPERSEDED SURVEY CONTROL
 JU2467
 JU2467  NAD 83(2007)-  39 18 12.69627(N)    074 32 07.74828(W) AD(2002.00) 0
 JU2467  ELLIP H (02/10/07)  -31.391  (m)                       GP(2002.00)    
 JU2467  ELLIP H (09/23/02)  -31.325  (m)                       GP(       ) 4 1
 JU2467  NAD 83(1996)-  39 18 12.69593(N)    074 32 07.74815(W) AD(       ) A
 JU2467  ELLIP H (07/24/97)  -31.401  (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)  -31.472  (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)  -31.465  (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               3.16   (m)           10.4    (f) LEVELING    3  
 JU2467  NAVD 88 (08/04/95)    3.1    (m)  UNKNOWN  model used  GPS OBS        
 JU2467  NAVD 88               3.16   (m)           10.4    (f) LEVELING    3  
 JU2467  NAVD 88 (01/25/94)    3.160  (m)           10.37   (f) SUPERSEDED  1 2
 JU2467  NAVD 88 (04/16/93)    3.2    (m)  GEOID93  model used  GPS OBS        
 JU2467  NAVD 88 (03/31/93)    3.2    (m)  UNKNOWN  model used  GPS OBS        
 JU2467  NAVD 88 (12/31/92)    2.8    (m)  UNKNOWN  model used  GPS OBS        
 JU2467  NGVD 29 (01/10/92)    3.553  (m)           11.66   (f) ADJUSTED    1 2
 JU2467  NGVD 29               3.56   (m)           11.7    (f) LEVELING    3  
 JU2467
 JU2467.Superseded values are not recommended for survey control.
 JU2467
 JU2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2467.See file dsdata.pdf to determine how the superseded data were derived.
 JU2467
 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 - April 25, 2014
 JU2467
 JU2467  HISTORY     - Date     Condition        Report By
 JU2467  HISTORY     - 1982     MONUMENTED       NGS
 JU2467  HISTORY     - 1982     GOOD             NGS
 JU2467  HISTORY     - 19910520 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     - 20000827 GOOD             NJGS
 JU2467  HISTORY     - 20011020 GOOD             NGS
 JU2467  HISTORY     - 20140425 GOOD             NJDEP
 JU2467
 JU2467                          STATION DESCRIPTION
 JU2467
 JU2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JU2467'IN LONGPORT.  THE MARK IS 0.6 M ABOVE 11TH AVENUE.  0.1 KM (0.05 MI)
 JU2467'SOUTHEAST ALONG 27TH AVENUE FROM THE POST OFFICE IN LONGPORT, THENCE
 JU2467'1.4 KM (0.9 MI) SOUTHWEST ALONG ATLANTIC AVENUE, THENCE 0.15 KM
 JU2467'(0.1 MI) SOUTHEAST ALONG 11TH AVENUE, 137.2 METERS (450.0 FEET)
 JU2467'SOUTHEAST OF THE CENTER OF POINT DRIVE, 5.0 METERS (1.5 FEET)
 JU2467'SOUTHWEST OF THE CENTER OF 11TH AVENUE, 3.0 METERS (9.8 FEET) SOUTH OF
 JU2467'A POWERLINE POLE WITH NO NUMBERS, 3.7 METERS (12.0 FEET) NORTHEAST OF
 JU2467'THE CENTER OF A ROCK JETTY, AND 0.6 METER (2.0 FEET) NORTHEAST OF THE
 JU2467'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.  THE OLD STATION AND
 JU2467'REFERENCE MARK 1 WERE RECOVERED.  BOTH WERE TO BE DESTROYED SO NEW
 JU2467'REFERNCES WERE SET SO AS TO RESET THE STATION BACK IN PLACE.  THE NEW
 JU2467'DISK ENDED UP 0.392 METERS THE DISTANCE TO TO REFERENCE MARK 1 WAS
 JU2467'FOUND SHORTER BY 0.010 METERS THAN THE OLD SLOPE DISTANCE. WE MEASURED
 JU2467'HORIZONTALLY.
 JU2467'
 JU2467'THE STATION IS LOCATED ABOUT 4.75 KM (3.0 MI) NORTHEAST OF OCEAN CITY,
 JU2467'1.5 KM (1.0 MI) SOUTHWEST OF THE CENTER OF LONGPORT ON THE NORTHEAST
 JU2467'SHORE OF GREAT EGG HARBOR INLET.  OWNERSHIP--LONGPORT CITY
 JU2467'
 JU2467'TO REACH THE STATION FROM THE POST OFFICE IN LONGPORT, GO SOUTHEAST ON
 JU2467'27TH AVENUE FOR 0.1 KM (0.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 JU2467'SOUTHWEST ON ATLANTIC AVENUE FOR 1.5 KM (0.9 MI) TO A T JUNCTION.
 JU2467'TURN RIGHT AND GO SOUTHEAST ON 11TH AVENUE FOR 0.15 KM (0.1 MI) TO THE
 JU2467'END OF THE STREET AND A ROCK JETTY AND THE STATION.
 JU2467'
 JU2467'THE STATION IS A STANDARD NGS DISK 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, 3.7
 JU2467'METERS (12.0 FT) NORTHEAST FROM THE CENTER OF A ROCK JETTY, 3.0 METERS
 JU2467'(9.8 FT) SOUTH FROM THE CENTER OF A POWER POLE, 1.5 METERS (5.0 FT)
 JU2467'SOUTHWEST FROM THE CENTER OF 11TH AVENUE AND 0.6 METERS (2.0 FT)
 JU2467'NORTHEAST FROM THE SOUTHWEST END OF THE SEA WALL.
 JU2467'
 JU2467'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED
 JU2467'---POINT 2 1962 NO 3 1982---, SET INTO A DRILL HOLE IN A GRANITE BLOCK
 JU2467'OF A JETTY LOCATED 18.2 METERS (59.7 FT) SOUTH FROM A POWER POLE, 16.3
 JU2467'METERS (53.5 FT) SOUTHEAST FROM THE NORTHWEST END OF THE JETTY, 3.0
 JU2467'METERS (10.0 FT) SOUTHWEST FROM THE NORTHEAST EDGE OF THE JETTY, 2.6
 JU2467'METERS (8.5 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF THE JETTY.  THE
 JU2467'MARK IS LEVEL WITH THE STATION.
 JU2467'
 JU2467'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK STAMPED
 JU2467'---POINT 2 1962 NO 4 1982---, SET INTO A DRILL HOLE IN A CURB ALONG
 JU2467'THE NORTHWEST SIDE OF 11TH AVENUE LOCATED 40.7 METERS (133.6 FT)
 JU2467'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A HOUSE 117 11TH AVENUE,
 JU2467'8.2 METERS (27.0 FT) SOUTHWEST FROM THE CENTER OF 11TH AVENUE AND 7.9
 JU2467'METERS (25.9 FT) WEST FROM A POWER POLE.  THE MARK IS 0.3 METERS BELOW
 JU2467'THE STATION.
 JU2467'
 JU2467'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED
 JU2467'---POINT 2 1962 NO 5 1982---, SET INTO A DRILL HOLE IN A CONCRETE SEA
 JU2467'WALL PROJECTING 0.6 METERS ABOVE THE SAND BEACH AND LOCATED 15.8
 JU2467'METERS (52.0 FT) NORTHEAST FROM THE CENTER OF THE ROCK JETTY, 12.3
 JU2467'METERS (40.3 FT) NORTHEAST FROM THE SOUTHWEST END OF THE SEA WALL,
 JU2467'12.1 METERS (39.8 FT) NORTHEAST FROM A POWER POLE AND 10.4 METERS
 JU2467'(34.0 FT) NORTHEAST FROM THE CENTER OF 11TH AVENUE.  THE MARK IS LEVEL
 JU2467'WITH THE STATION.  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'
 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'
 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 (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 END
 JU2467'OF A CONCRETE SEAWALL AT THE SOUTHEAST END OF 11TH STREET.
 JU2467'OWNERSHIP--UNKNOWN.
 JU2467'
 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'
 JU2467'THE STATION IS LOCATED 6.4 M (21.0 FT) SOUTHWEST OF THE CURB LINE OF
 JU2467'11TH STREET, 3.1 M (10.2 FT) SOUTHEAST OF A POLE WITH A STREET LIGHT,
 JU2467'0.62 M (2.03 FT) NORTHEAST OF THE SOUTHEAST END OF THE WALL AND ABOUT
 JU2467'1.0 M (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.
 JU2467'
 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 NORTHWEST
 JU2467'END OF THE 11TH STREET JETTY.
 JU2467'
 JU2467'THE 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 (10.2 FT)
 JU2467'SOUTHEAST OF A POLE WITH A STREET LIGHT AND ABOUT 1.0 M (3.3 FT)
 JU2467'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 (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 IN GOOD CONDITION.
 JU2467
 JU2467                          STATION RECOVERY (2014)
 JU2467
 JU2467'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2014 (MAR)
 JU2467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 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  COUNTRY     -  US
 JU2468  USGS QUAD   -  OCEAN CITY (2019)
 JU2468
 JU2468                         *CURRENT SURVEY CONTROL
 JU2468  ______________________________________________________________________
 JU2468* NAD 83(2011) POSITION- 39 18 12.24917(N) 074 32 07.45151(W)   ADJUSTED
 JU2468* NAD 83(2011) ELLIP HT-   -31.971 (meters)        (06/27/12)   ADJUSTED
 JU2468* NAD 83(2011) EPOCH   -  2010.00
 JU2468* NAVD 88 ORTHO HEIGHT -     2.608 (meters)        8.56  (feet) ADJUSTED
 JU2468  ______________________________________________________________________
 JU2468  GEOID HEIGHT    -        -34.559 (meters)                     GEOID18
 JU2468  NAD 83(2011) X  -  1,317,758.743 (meters)                     COMP
 JU2468  NAD 83(2011) Y  - -4,763,111.381 (meters)                     COMP
 JU2468  NAD 83(2011) Z  -  4,018,417.333 (meters)                     COMP
 JU2468  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 JU2468  DYNAMIC HEIGHT  -          2.606 (meters)        8.55  (feet) COMP
 JU2468  MODELED GRAVITY -    980,101.5   (mgal)                       NAVD 88
 JU2468
 JU2468  VERT ORDER      -  FIRST     CLASS II
 JU2468
 JU2468  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2468  Standards:
 JU2468         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2468            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2468  -------------------------------------------------------------------
 JU2468  NETWORK    0.36   0.63           0.16   0.13   0.32     -0.00505715
 JU2468  -------------------------------------------------------------------
 JU2468  Click here for local accuracies and other accuracy information.
 JU2468
 JU2468.The horizontal coordinates were established by GPS observations
 JU2468.and adjusted by the National Geodetic Survey in June 2012.
 JU2468
 JU2468.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2468.been affixed to the stable North American tectonic plate. See 
 JU2468.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2468
 JU2468.The horizontal coordinates are valid at the epoch date displayed above
 JU2468.which is a decimal equivalence of Year/Month/Day.
 JU2468
 JU2468.The orthometric height was determined by differential leveling and
 JU2468.adjusted by the NATIONAL GEODETIC SURVEY
 JU2468.in March 2005.
 JU2468
 JU2468.No vertical observational check was made to the station.
 JU2468
 JU2468.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2468.GEOID18 height accuracy estimate available here.
 JU2468
 JU2468.Click photographs - Photos may exist for this 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 DEFLEC18 derived deflections.
 JU2468
 JU2468.The ellipsoidal height was determined by GPS observations
 JU2468.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 JU2468
 JU2468;                    North         East     Units Scale Factor Converg.
 JU2468;SPC NJ       -    52,180.953   146,946.594   MT  0.99990011   -0 01 20.7
 JU2468;SPC NJ       -   171,197.01    482,107.28   sFT  0.99990011   -0 01 20.7
 JU2468;UTM  18      - 4,350,549.245   540,057.962   MT  0.99961976   +0 17 39.5
 JU2468
 JU2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2468!SPC NJ       -   1.00000502  x   0.99990011  =   0.99990513
 JU2468!UTM  18      -   1.00000502  x   0.99961976  =   0.99962477
 JU2468
 JU2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4005750549(NAD 83)
 JU2468
 JU2468|---------------------------------------------------------------------|
 JU2468| PID    Reference Object                     Distance      Geod. Az  |
 JU2468|                                                           dddmmss.s |
 JU2468| JU2467 POINT 2 RESET                        15.494 METERS 33246     |
 JU2468|---------------------------------------------------------------------|
 JU2468
 JU2468                          SUPERSEDED SURVEY CONTROL
 JU2468
 JU2468  NAD 83(2007)-  39 18 12.24952(N)    074 32 07.45235(W) AD(2002.00) 0
 JU2468  ELLIP H (02/10/07)  -31.961  (m)                       GP(2002.00)    
 JU2468  ELLIP H (09/23/02)  -31.903  (m)                       GP(       ) 4 1
 JU2468  NAD 83(1996)-  39 18 12.24977(N)    074 32 07.45229(W) AD(       ) B
 JU2468  ELLIP H (07/24/97)  -31.871  (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)  -31.783  (m)                       GP(       ) 1 1
 JU2468  NAD 83(1986)-  39 18 12.23424(N)    074 32 07.44666(W) AD(       ) 3
 JU2468  NAVD 88               2.59   (m)            8.5    (f) LEVELING    3  
 JU2468  NAVD 88 (01/25/94)    2.591  (m)            8.50   (f) SUPERSEDED  1 2
 JU2468  NGVD 29 (01/10/92)    2.984  (m)            9.79   (f) ADJUSTED    1 2
 JU2468  NGVD 29               3.00   (m)            9.8    (f) LEVELING    3  
 JU2468
 JU2468.Superseded values are not recommended for survey control.
 JU2468
 JU2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2468.See file dsdata.pdf to determine how the superseded data were derived.
 JU2468
 JU2468_MARKER: DR = REFERENCE MARK DISK
 JU2468_SETTING: 66 = SET IN ROCK OUTCROP
 JU2468_STAMPING: POINT 2 1963 NO 3 1982
 JU2468_MARK LOGO: NGS
 JU2468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2468+STABILITY: POSITION/ELEVATION WELL
 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  HISTORY     - 20200608 MARK NOT FOUND   NJGS
 JU2468
 JU2468                          STATION DESCRIPTION
 JU2468
 JU2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 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.
 JU2468
 JU2468                          STATION RECOVERY (2020)
 JU2468
 JU2468'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2020 (JB)
 JU2468'MARK NOT FOUND.  JETTY HAS BEEN REBUILT.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2469 ***********************************************************************
 JU2469  DESIGNATION -  POINT 2 RM 4
 JU2469  PID         -  JU2469
 JU2469  STATE/COUNTY-  NJ/ATLANTIC
 JU2469  COUNTRY     -  US
 JU2469  USGS QUAD   -  OCEAN CITY (2019)
 JU2469
 JU2469                         *CURRENT SURVEY CONTROL
 JU2469  ______________________________________________________________________
 JU2469* NAD 83(1996) POSITION- 39 18 12.73975(N) 074 32 08.16745(W)   NO CHECK
 JU2469* NAVD 88 ORTHO HEIGHT -     2.476 (meters)        8.12  (feet) ADJUSTED
 JU2469  ______________________________________________________________________
 JU2469  GEOID HEIGHT    -        -34.559 (meters)                     GEOID18
 JU2469  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 JU2469  DYNAMIC HEIGHT  -          2.475 (meters)        8.12  (feet) COMP
 JU2469  MODELED GRAVITY -    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
 JU2469.No horizontal observational check was made to the station.
 JU2469
 JU2469.The orthometric height was determined by differential leveling and
 JU2469.adjusted by the NATIONAL GEODETIC SURVEY
 JU2469.in March 2005.
 JU2469
 JU2469.No vertical observational check was made to the station.
 JU2469
 JU2469.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2469.GEOID18 height accuracy estimate available here.
 JU2469
 JU2469.Click photographs - Photos may exist for this station.
 JU2469
 JU2469.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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  =   0.99962477
 JU2469
 JU2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4004050564(NAD 83)
 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               2.86   (m)            9.4    (f) LEVELING    3  
 JU2469
 JU2469.Superseded values are not recommended for survey control.
 JU2469
 JU2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2469.See file dsdata.pdf to determine how the superseded data were derived.
 JU2469
 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 (CLN)
 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 = JULY 24, 2026 22:12:30 EDT
 JU2466 ***********************************************************************
 JU2466  DESIGNATION -  POINT 2 RM 5
 JU2466  PID         -  JU2466
 JU2466  STATE/COUNTY-  NJ/ATLANTIC
 JU2466  COUNTRY     -  US
 JU2466  USGS QUAD   -  OCEAN CITY (2019)
 JU2466
 JU2466                         *CURRENT SURVEY CONTROL
 JU2466  ______________________________________________________________________
 JU2466* NAD 83(1996) POSITION- 39 18 12.95211(N) 074 32 07.39068(W)   NO CHECK
 JU2466* NAVD 88 ORTHO HEIGHT -     3.177 (meters)       10.42  (feet) ADJUSTED
 JU2466  ______________________________________________________________________
 JU2466  GEOID HEIGHT    -        -34.559 (meters)                     GEOID18
 JU2466  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 JU2466  DYNAMIC HEIGHT  -          3.175 (meters)       10.42  (feet) COMP
 JU2466  MODELED GRAVITY -    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
 JU2466.No horizontal observational check was made to the station.
 JU2466
 JU2466.The orthometric height was determined by differential leveling and
 JU2466.adjusted by the NATIONAL GEODETIC SURVEY
 JU2466.in March 2005.
 JU2466
 JU2466.No vertical observational check was made to the station.
 JU2466
 JU2466.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2466.GEOID18 height accuracy estimate available here.
 JU2466
 JU2466.Click photographs - Photos may exist for this station.
 JU2466
 JU2466.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1996) position.
 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  =   0.99962468
 JU2466
 JU2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4005950570(NAD 83)
 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) SUPERSEDED  1 2
 JU2466  NGVD 29 (01/10/92)    3.554  (m)           11.66   (f) ADJUSTED    1 2
 JU2466  NGVD 29               3.56   (m)           11.7    (f) LEVELING    3  
 JU2466
 JU2466.Superseded values are not recommended for survey control.
 JU2466
 JU2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2466.See file dsdata.pdf to determine how the superseded data were derived.
 JU2466
 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: NGS
 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 (CLN)
 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 = JULY 24, 2026 22:12:30 EDT
 KV5344 ***********************************************************************
 KV5344  DESIGNATION -  POINT 3
 KV5344  PID         -  KV5344
 KV5344  STATE/COUNTY-  NJ/MIDDLESEX
 KV5344  COUNTRY     -  US
 KV5344  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5344
 KV5344                         *CURRENT SURVEY CONTROL
 KV5344  ______________________________________________________________________
 KV5344* NAD 83(1996) POSITION- 40 27 16.95790(N) 074 22 16.77828(W)   ADJUSTED
 KV5344* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 KV5344  ______________________________________________________________________
 KV5344  GEOID HEIGHT    -        -32.677 (meters)                     GEOID18
 KV5344  LAPLACE CORR    -          5.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5344.GEOID18 height accuracy estimate available here.
 KV5344
 KV5344.Click photographs - Photos may exist for this station.
 KV5344
 KV5344.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5344
 KV5344. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 KV5344:SPC NJ       -  BISSETT                                  179 52 05.4
 KV5344:UTM  18      -  BISSETT                                  179 32 37.5
 KV5344
 KV5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5330578417(NAD 83)
 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
 KV5344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5344.See file dsdata.pdf to determine how the superseded data were derived.
 KV5344
 KV5344_MARKER: Z = SEE DESCRIPTION
 KV5344_SETTING: 0 = UNSPECIFIED SETTING
 KV5344
 KV5344  HISTORY     - Date     Condition        Report By
 KV5344  HISTORY     - 1934     MONUMENTED       USACE
 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 ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 KV5382 ***********************************************************************
 KV5382  DESIGNATION -  POINT 5
 KV5382  PID         -  KV5382
 KV5382  STATE/COUNTY-  NJ/MIDDLESEX
 KV5382  COUNTRY     -  US
 KV5382  USGS QUAD   -  SOUTH AMBOY (2019)
 KV5382
 KV5382                         *CURRENT SURVEY CONTROL
 KV5382  ______________________________________________________________________
 KV5382* NAD 83(1996) POSITION- 40 26 53.63543(N) 074 22 13.62315(W)   ADJUSTED
 KV5382* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 KV5382  ______________________________________________________________________
 KV5382  GEOID HEIGHT    -        -32.666 (meters)                     GEOID18
 KV5382  LAPLACE CORR    -          5.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5382.GEOID18 height accuracy estimate available here.
 KV5382
 KV5382.Click photographs - Photos may exist for this station.
 KV5382
 KV5382.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5382
 KV5382. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5338577698(NAD 83)
 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
 KV5382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5382.See file dsdata.pdf to determine how the superseded data were derived.
 KV5382
 KV5382_MARKER: DS = TRIANGULATION STATION DISK
 KV5382_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5382_MARK LOGO: CGS
 KV5382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5382
 KV5382  HISTORY     - Date     Condition        Report By
 KV5382  HISTORY     - 1928     MONUMENTED       USACE
 KV5382  HISTORY     - 1934     GOOD             CGS
 KV5382
 KV5382                          STATION DESCRIPTION
 KV5382
 KV5382'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1928
 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 (1934)
 KV5382
 KV5382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 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 = JULY 24, 2026 22:12:30 EDT
 KV5283 ***********************************************************************
 KV5283  DESIGNATION -  POINT PLEASANT E TELEPHON POLE
 KV5283  PID         -  KV5283
 KV5283  STATE/COUNTY-  NJ/OCEAN
 KV5283  COUNTRY     -  US
 KV5283  USGS QUAD   -  POINT PLEASANT (2019)
 KV5283
 KV5283                         *CURRENT SURVEY CONTROL
 KV5283  ______________________________________________________________________
 KV5283* NAD 83(1996) POSITION- 40 05 01.60154(N) 074 03 58.92403(W)   ADJUSTED
 KV5283  ______________________________________________________________________
 KV5283  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KV5283  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5283.GEOID18 height accuracy estimate available here.
 KV5283
 KV5283.Click photographs - Photos may exist for this station.
 KV5283
 KV5283.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5283
 KV5283. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7959737473(NAD 83)
 KV5283
 KV5283                          SUPERSEDED SURVEY CONTROL
 KV5283
 KV5283  NAD 83(1986)-  40 05 01.59457(N)    074 03 58.91650(W) AD(       ) 3
 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
 KV5283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5283.See file dsdata.pdf to determine how the superseded data were derived.
 KV5283
 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 = JULY 24, 2026 22:12:30 EDT
 KV5284 ***********************************************************************
 KV5284  DESIGNATION -  POINT PLEASANT NEW EAST TANK
 KV5284  PID         -  KV5284
 KV5284  STATE/COUNTY-  NJ/OCEAN
 KV5284  COUNTRY     -  US
 KV5284  USGS QUAD   -  POINT PLEASANT (2019)
 KV5284
 KV5284                         *CURRENT SURVEY CONTROL
 KV5284  ______________________________________________________________________
 KV5284* NAD 83(1996) POSITION- 40 04 58.96317(N) 074 03 55.31280(W)   ADJUSTED
 KV5284  ______________________________________________________________________
 KV5284  GEOID HEIGHT    -        -33.020 (meters)                     GEOID18
 KV5284  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5284.GEOID18 height accuracy estimate available here.
 KV5284
 KV5284.Click photographs - Photos may exist for this station.
 KV5284
 KV5284.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5284
 KV5284. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7968437393(NAD 83)
 KV5284
 KV5284                          SUPERSEDED SURVEY CONTROL
 KV5284
 KV5284  NAD 83(1986)-  40 04 58.95859(N)    074 03 55.30869(W) AD(       ) 3
 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
 KV5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5284.See file dsdata.pdf to determine how the superseded data were derived.
 KV5284
 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 = JULY 24, 2026 22:12:30 EDT
 KV5287 ***********************************************************************
 KV5287  DESIGNATION -  POINT PLEASANT NEW WEST TANK
 KV5287  PID         -  KV5287
 KV5287  STATE/COUNTY-  NJ/OCEAN
 KV5287  COUNTRY     -  US
 KV5287  USGS QUAD   -  POINT PLEASANT (2019)
 KV5287
 KV5287                         *CURRENT SURVEY CONTROL
 KV5287  ______________________________________________________________________
 KV5287* NAD 83(1996) POSITION- 40 04 53.32103(N) 074 04 12.49623(W)   ADJUSTED
 KV5287  ______________________________________________________________________
 KV5287  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KV5287  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5287.GEOID18 height accuracy estimate available here.
 KV5287
 KV5287.Click photographs - Photos may exist for this station.
 KV5287
 KV5287.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5287
 KV5287. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7927837214(NAD 83)
 KV5287
 KV5287                          SUPERSEDED SURVEY CONTROL
 KV5287
 KV5287  NAD 83(1986)-  40 04 53.31658(N)    074 04 12.49301(W) AD(       ) 3
 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
 KV5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5287.See file dsdata.pdf to determine how the superseded data were derived.
 KV5287
 KV5287_MARKER: 53 = ELEVATED TANK
 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 = JULY 24, 2026 22:12:30 EDT
 KV5282 ***********************************************************************
 KV5282  DESIGNATION -  POINT PLEASANT W TELEPHON POLE
 KV5282  PID         -  KV5282
 KV5282  STATE/COUNTY-  NJ/OCEAN
 KV5282  COUNTRY     -  US
 KV5282  USGS QUAD   -  POINT PLEASANT (2019)
 KV5282
 KV5282                         *CURRENT SURVEY CONTROL
 KV5282  ______________________________________________________________________
 KV5282* NAD 83(1996) POSITION- 40 05 01.02390(N) 074 04 01.73153(W)   ADJUSTED
 KV5282  ______________________________________________________________________
 KV5282  GEOID HEIGHT    -        -33.018 (meters)                     GEOID18
 KV5282  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5282.GEOID18 height accuracy estimate available here.
 KV5282
 KV5282.Click photographs - Photos may exist for this station.
 KV5282
 KV5282.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5282
 KV5282. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7953137454(NAD 83)
 KV5282
 KV5282                          SUPERSEDED SURVEY CONTROL
 KV5282
 KV5282  NAD 83(1986)-  40 05 01.01709(N)    074 04 01.72404(W) AD(       ) 3
 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
 KV5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5282.See file dsdata.pdf to determine how the superseded data were derived.
 KV5282
 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 = JULY 24, 2026 22:12:30 EDT
 JU2705 ***********************************************************************
 JU2705  DESIGNATION -  POLE
 JU2705  PID         -  JU2705
 JU2705  STATE/COUNTY-  NJ/OCEAN
 JU2705  COUNTRY     -  US
 JU2705  USGS QUAD   -  TUCKERTON (2019)
 JU2705
 JU2705                         *CURRENT SURVEY CONTROL
 JU2705  ______________________________________________________________________
 JU2705* NAD 83(1996) POSITION- 39 32 43.61091(N) 074 17 46.62734(W)   ADJUSTED
 JU2705* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2705  ______________________________________________________________________
 JU2705  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 JU2705  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2705.GEOID18 height accuracy estimate available here.
 JU2705
 JU2705.Click photographs - Photos may exist for this station.
 JU2705
 JU2705.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2705
 JU2705. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000521  x   0.99990377  =   0.99990898
 JU2705!UTM  18      -   1.00000521  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6046577544(NAD 83)
 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
 JU2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2705.See file dsdata.pdf to determine how the superseded data were derived.
 JU2705
 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 = JULY 24, 2026 22:12:30 EDT
 KV5084 ***********************************************************************
 KV5084  DESIGNATION -  POLHEMUS 2
 KV5084  PID         -  KV5084
 KV5084  STATE/COUNTY-  NJ/MONMOUTH
 KV5084  COUNTRY     -  US
 KV5084  USGS QUAD   -  MARLBORO (2016)
 KV5084
 KV5084                         *CURRENT SURVEY CONTROL
 KV5084  ______________________________________________________________________
 KV5084* NAD 83(1996) POSITION- 40 19 02.86250(N) 074 08 55.05242(W)   ADJUSTED
 KV5084* NAVD 88 ORTHO HEIGHT -    29.    (meters)       95.    (feet) SCALED
 KV5084  ______________________________________________________________________
 KV5084  GEOID HEIGHT    -        -32.402 (meters)                     GEOID18
 KV5084  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5084.GEOID18 height accuracy estimate available here.
 KV5084
 KV5084.Click photographs - Photos may exist for this station.
 KV5084
 KV5084.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5084
 KV5084. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000047  x   0.99991097  =   0.99991144
 KV5084!UTM  18      -   1.00000047  x   0.99966441  =   0.99966488
 KV5084
 KV5084:                Primary Azimuth Mark                     Grid Az
 KV5084:SPC NJ       -  LIPPINCOTT 2                             164 38 22.1
 KV5084:UTM  18      -  LIPPINCOTT 2                             164 18 57.4
 KV5084
 KV5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7233563341(NAD 83)
 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  USSD        -  40 19 02.87500(N)    074 08 56.32200(W) AD(       ) 3
 KV5084
 KV5084.Superseded values are not recommended for survey control.
 KV5084
 KV5084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5084.See file dsdata.pdf to determine how the superseded data were derived.
 KV5084
 KV5084_MARKER: S = SPIKE
 KV5084_SETTING: 7 = SET IN TOP OF 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 = JULY 24, 2026 22:12:30 EDT
 KV4184 ***********************************************************************
 KV4184  DESIGNATION -  POND
 KV4184  PID         -  KV4184
 KV4184  STATE/COUNTY-  NJ/PASSAIC
 KV4184  COUNTRY     -  US
 KV4184  USGS QUAD   -  ORANGE (2016)
 KV4184
 KV4184                         *CURRENT SURVEY CONTROL
 KV4184  ______________________________________________________________________
 KV4184* NAD 83(1996) POSITION- 40 49 19.58131(N) 074 07 38.37399(W)   ADJUSTED
 KV4184* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 KV4184  ______________________________________________________________________
 KV4184  GEOID HEIGHT    -        -32.167 (meters)                     GEOID18
 KV4184  LAPLACE CORR    -          6.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV4184.GEOID18 height accuracy estimate available here.
 KV4184
 KV4184.Click photographs - Photos may exist for this station.
 KV4184
 KV4184.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV4184
 KV4184. The following values were computed from the NAD 83(1996) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7359019375(NAD 83)
 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  USSD        -  40 49 19.59700(N)    074 07 39.74700(W) AD(       ) 3
 KV4184
 KV4184.Superseded values are not recommended for survey control.
 KV4184
 KV4184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4184.See file dsdata.pdf to determine how the superseded data were derived.
 KV4184
 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 = JULY 24, 2026 22:12:30 EDT
 KV5578 ***********************************************************************
 KV5578  DESIGNATION -  PONTOON USE 1935
 KV5578  PID         -  KV5578
 KV5578  STATE/COUNTY-  NJ/BURLINGTON
 KV5578  COUNTRY     -  US
 KV5578  USGS QUAD   -  TRENTON WEST (2016)
 KV5578
 KV5578                         *CURRENT SURVEY CONTROL
 KV5578  ______________________________________________________________________
 KV5578* NAD 83(1996) POSITION- 40 07 33.67087(N) 074 49 14.22332(W)   ADJUSTED
 KV5578* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 KV5578  ______________________________________________________________________
 KV5578  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 KV5578  LAPLACE CORR    -          3.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 KV5578.GEOID18 height accuracy estimate available here.
 KV5578
 KV5578.Click photographs - Photos may exist for this station.
 KV5578
 KV5578.The Laplace correction was computed from DEFLEC18 derived deflections.
 KV5578
 KV5578. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000475  x   0.99990919  =   0.99991394
 KV5578!SPC PA S     -   1.00000475  x   0.99997546  =   0.99998021
 KV5578!UTM  18      -   1.00000475  x   0.99960288  =   0.99960763
 KV5578
 KV5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1528341759(NAD 83)
 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
 KV5578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5578.See file dsdata.pdf to determine how the superseded data were derived.
 KV5578
 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       USACE
 KV5578  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5578
 KV5578                          STATION DESCRIPTION
 KV5578
 KV5578'DESCRIBED BY US ARMY CORPS OF 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 = JULY 24, 2026 22:12:30 EDT
 JU2677 ***********************************************************************
 JU2677  DESIGNATION -  POPULAR
 JU2677  PID         -  JU2677
 JU2677  STATE/COUNTY-  NJ/OCEAN
 JU2677  COUNTRY     -  US
 JU2677  USGS QUAD   -  SHIP BOTTOM (2019)
 JU2677
 JU2677                         *CURRENT SURVEY CONTROL
 JU2677  ______________________________________________________________________
 JU2677* NAD 83(1996) POSITION- 39 38 41.65153(N) 074 13 07.14638(W)   ADJUSTED
 JU2677* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2677  ______________________________________________________________________
 JU2677  GEOID HEIGHT    -        -33.512 (meters)                     GEOID18
 JU2677  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2677.GEOID18 height accuracy estimate available here.
 JU2677
 JU2677.Click photographs - Photos may exist for this station.
 JU2677
 JU2677.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2677
 JU2677. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU2677:SPC NJ       -  BRANT RESET                              141 37 04.1
 JU2677:UTM  18      -  BRANT RESET                              141 17 55.6
 JU2677
 JU2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6704088637(NAD 83)
 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 1414750.3 |
 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
 JU2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2677.See file dsdata.pdf to determine how the superseded data were derived.
 JU2677
 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 = JULY 24, 2026 22:12:30 EDT
 JU3225 ***********************************************************************
 JU3225  DESIGNATION -  PORCHTOWN
 JU3225  PID         -  JU3225
 JU3225  STATE/COUNTY-  NJ/GLOUCESTER
 JU3225  COUNTRY     -  US
 JU3225  USGS QUAD   -  NEWFIELD (2019)
 JU3225
 JU3225                         *CURRENT SURVEY CONTROL
 JU3225  ______________________________________________________________________
 JU3225* NAD 83(1996) POSITION- 39 34 48.39291(N) 075 04 15.78147(W)   ADJUSTED
 JU3225* NAVD 88 ORTHO HEIGHT -    31.    (meters)      102.    (feet) SCALED
 JU3225  ______________________________________________________________________
 JU3225  GEOID HEIGHT    -        -33.595 (meters)                     GEOID18
 JU3225  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3225.GEOID18 height accuracy estimate available here.
 JU3225
 JU3225.Click photographs - Photos may exist for this station.
 JU3225
 JU3225.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3225
 JU3225. The following values were computed from the NAD 83(1996) position.
 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:                Primary Azimuth Mark                     Grid Az
 JU3225:SPC NJ       -  PORCHTOWN AZ MK                          311 05 04.1
 JU3225:UTM  18      -  PORCHTOWN AZ MK                          310 45 57.2
 JU3225
 JU3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9389881157(NAD 83)
 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
 JU3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3225.See file dsdata.pdf to determine how the superseded data were derived.
 JU3225
 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 = JULY 24, 2026 22:12:30 EDT
 JU3229 ***********************************************************************
 JU3229  DESIGNATION -  PORCHTOWN 2
 JU3229  PID         -  JU3229
 JU3229  STATE/COUNTY-  NJ/GLOUCESTER
 JU3229  COUNTRY     -  US
 JU3229  USGS QUAD   -  NEWFIELD (2019)
 JU3229
 JU3229                         *CURRENT SURVEY CONTROL
 JU3229  ______________________________________________________________________
 JU3229* NAD 83(1996) POSITION- 39 34 47.97723(N) 075 04 16.26735(W)   ADJUSTED
 JU3229* NAVD 88 ORTHO HEIGHT -    30.165 (meters)       98.97  (feet) ADJUSTED
 JU3229  ______________________________________________________________________
 JU3229  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 JU3229  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 JU3229  DYNAMIC HEIGHT  -         30.150 (meters)       98.92  (feet) COMP
 JU3229  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 JU3229
 JU3229  HORZ ORDER      -  FIRST
 JU3229  VERT ORDER      -  FIRST     CLASS II
 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 determined by differential leveling and
 JU3229.adjusted by the NATIONAL GEODETIC SURVEY
 JU3229.in June 2007.
 JU3229
 JU3229.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3229.GEOID18 height accuracy estimate available here.
 JU3229
 JU3229.Click photographs - Photos may exist for this station.
 JU3229
 JU3229.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3229
 JU3229.The dynamic height is computed by dividing the NAVD 88
 JU3229.geopotential number by the normal gravity value computed on the
 JU3229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU3229.degrees latitude (g = 980.6199 gals.).
 JU3229
 JU3229.The modeled gravity was interpolated from observed gravity values.
 JU3229
 JU3229. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000054  x   0.99992963  =   0.99993017
 JU3229!UTM  18      -   1.00000054  x   0.99960046  =   0.99960100
 JU3229
 JU3229:                Primary Azimuth Mark                     Grid Az
 JU3229:SPC NJ       -  PORCHTOWN AZ MK                          312 31 11.5
 JU3229:UTM  18      -  PORCHTOWN AZ MK                          312 12 04.6
 JU3229
 JU3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9388681144(NAD 83)
 JU3229
 JU3229|---------------------------------------------------------------------|
 JU3229| PID    Reference Object                     Distance      Geod. Az  |
 JU3229|                                                           dddmmss.s |
 JU3229| JU3225 PORCHTOWN                            17.286 METERS 04208     |
 JU3229| JU3228 PORCHTOWN 2 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
 JU3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3229.See file dsdata.pdf to determine how the superseded data were derived.
 JU3229
 JU3229_MARKER: DS = TRIANGULATION STATION DISK
 JU3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3229_STAMPING: PORCHTOWN 2 1972
 JU3229_MARK LOGO: NGS
 JU3229_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3229+STABILITY: SURFACE MOTION
 JU3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3229+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 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  HISTORY     - 20030627 GOOD             NJGS
 JU3229  HISTORY     - 20071101 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.
 JU3229
 JU3229                          STATION RECOVERY (2003)
 JU3229
 JU3229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU3229'THE STATION IS LOCATED IN PITTSGROVE TOWNSHIP ON THE EAST SIDE OF
 JU3229'STATE ROUTE 55 AT 39.30,  SET FLUSH WITH THE GROUND IN A WOODED AREA
 JU3229'WITHIN THE BOUNDARY OF THE SOUTHEAST  CLOVERLEAF OF THE INTERSECTION
 JU3229'OF STATE ROUTE 55 AND U.S. HIGHWAY 40.
 JU3229'
 JU3229'THE STATION IS 0.3 M (1.0 FT) SOUTH SOUTHWEST FROM A METAL WITNESS
 JU3229'POST WITH SIGN  ATTACHED AND 0.4 M (1.3 FT) NORTH NORTHEAST FROM AN
 JU3229'ORANGE CARSONITE WITNESS POST.
 JU3229
 JU3229                          STATION RECOVERY (2007)
 JU3229
 JU3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DRD)
 JU3229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU3228 ***********************************************************************
 JU3228  DESIGNATION -  PORCHTOWN 2 AZ MK 2
 JU3228  PID         -  JU3228
 JU3228  STATE/COUNTY-  NJ/GLOUCESTER
 JU3228  COUNTRY     -  US
 JU3228  USGS QUAD   -  NEWFIELD (2019)
 JU3228
 JU3228                         *CURRENT SURVEY CONTROL
 JU3228  ______________________________________________________________________
 JU3228* NAD 83(1996) POSITION- 39 34 35.47757(N) 075 04 13.50569(W)   NO CHECK
 JU3228* NAVD 88 ORTHO HEIGHT -    28.723 (meters)       94.24  (feet) ADJUSTED
 JU3228  ______________________________________________________________________
 JU3228  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 JU3228  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 JU3228  DYNAMIC HEIGHT  -         28.708 (meters)       94.19  (feet) COMP
 JU3228  MODELED GRAVITY -    980,117.6   (mgal)                       NAVD 88
 JU3228
 JU3228  HORZ ORDER      -  THIRD
 JU3228  VERT ORDER      -  FIRST     CLASS II
 JU3228
 JU3228.The horizontal coordinates were established by classical geodetic methods
 JU3228.and adjusted by the National Geodetic Survey in September 1999.
 JU3228
 JU3228.No horizontal observational check was made to the station.
 JU3228
 JU3228.The orthometric height was determined by differential leveling and
 JU3228.adjusted by the NATIONAL GEODETIC SURVEY
 JU3228.in June 2007.
 JU3228
 JU3228.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3228.GEOID18 height accuracy estimate available here.
 JU3228
 JU3228.Click photographs - Photos may exist for this station.
 JU3228
 JU3228.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3228
 JU3228.The dynamic height is computed by dividing the NAVD 88
 JU3228.geopotential number by the normal gravity value computed on the
 JU3228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU3228.degrees latitude (g = 980.6199 gals.).
 JU3228
 JU3228.The modeled gravity was interpolated from observed gravity values.
 JU3228
 JU3228. The following values were computed from the NAD 83(1996) position.
 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       -   1.00000077  x   0.99992956  =   0.99993033
 JU3228!UTM  18      -   1.00000077  x   0.99960045  =   0.99960122
 JU3228
 JU3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9395280759(NAD 83)
 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
 JU3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3228.See file dsdata.pdf to determine how the superseded data were derived.
 JU3228
 JU3228_MARKER: DZ = AZIMUTH MARK DISK
 JU3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3228_STAMPING: PORCHTOWN 2 1972 AZ 2 1978
 JU3228_MARK LOGO: NGS
 JU3228_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3228+STABILITY: SURFACE MOTION
 JU3228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3228+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 JU3228
 JU3228  HISTORY     - Date     Condition        Report By
 JU3228  HISTORY     - 1978     MONUMENTED       NGS
 JU3228  HISTORY     - 20030627 GOOD             NJGS
 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.
 JU3228
 JU3228                          STATION RECOVERY (2003)
 JU3228
 JU3228'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU3228'THE STATION IS LOCATED IN PITTSGROVE TOWNSHIP ON THE WEST SIDE OF
 JU3228'STATE ROUTE 55 AT  MILEPOST 39.11.
 JU3228'
 JU3228'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 55 AND U.S.
 JU3228'HIGHWAY 40, GO  SOUTH ON STATE ROUTE 55 FOR 0.25 MI (0.4 KM) TO THE
 JU3228'STATION ON THE RIGHT, SET FLUSH WITH  THE GROUND.
 JU3228'
 JU3228'THE STATION IS 3.7 M (12.1 FT) WEST FROM THE WEST EDGE OF THE
 JU3228'SOUTHBOUND LANES, 19.6 M (64.3  FT) NORTHWEST FROM THE EAST LEG OF A
 JU3228'WHITE PAINTED TRAFFIC SIGN, SPEED LIMIT 65 AND 0.3 M  (1.0 FT) EAST
 JU3228'FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB2886 ***********************************************************************
 CB2886  DESIGNATION -  PORCHTOWN 2 RM 3
 CB2886  PID         -  CB2886
 CB2886  STATE/COUNTY-  NJ/GLOUCESTER
 CB2886  COUNTRY     -  US
 CB2886  USGS QUAD   -  NEWFIELD (2019)
 CB2886
 CB2886                         *CURRENT SURVEY CONTROL
 CB2886  ______________________________________________________________________
 CB2886* NAD 83(1986) POSITION- 39 34 47.80   (N) 075 04 16.36   (W)   HD_HELD1
 CB2886* NAVD 88 ORTHO HEIGHT -    29.788 (meters)       97.73  (feet) ADJUSTED
 CB2886  ______________________________________________________________________
 CB2886  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 CB2886  DYNAMIC HEIGHT  -         29.773 (meters)       97.68  (feet) COMP
 CB2886  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 CB2886
 CB2886  VERT ORDER      -  FIRST     CLASS II
 CB2886
 CB2886.The horizontal coordinates were determined by differentially corrected
 CB2886.hand held GPS observations or other comparable positioning techniques
 CB2886.and have an estimated accuracy of +/- 3 meters.
 CB2886
 CB2886.The orthometric height was determined by differential leveling and
 CB2886.adjusted by the NATIONAL GEODETIC SURVEY
 CB2886.in June 2007.
 CB2886
 CB2886.No vertical observational check was made to the station.
 CB2886
 CB2886.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2886.GEOID18 height accuracy estimate available here.
 CB2886
 CB2886.Click photographs - Photos may exist for this station.
 CB2886
 CB2886.The dynamic height is computed by dividing the NAVD 88
 CB2886.geopotential number by the normal gravity value computed on the
 CB2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2886.degrees latitude (g = 980.6199 gals.).
 CB2886
 CB2886.The modeled gravity was interpolated from observed gravity values.
 CB2886
 CB2886;                    North         East    Units  Estimated Accuracy
 CB2886;SPC NJ       -    83,035.9     100,929.3     MT  (+/- 3 meters HH1 GPS) 
 CB2886
 CB2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9388481139(NAD 83)
 CB2886
 CB2886                          SUPERSEDED SURVEY CONTROL
 CB2886
 CB2886.No superseded survey control is available for this station.
 CB2886
 CB2886_MARKER: DR = REFERENCE MARK DISK
 CB2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2886_STAMPING: PORCHTOWN 2 NO 3 1972
 CB2886_MARK LOGO: NGS
 CB2886_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2886+STABILITY: SURFACE MOTION
 CB2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB2886+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 CB2886
 CB2886  HISTORY     - Date     Condition        Report By
 CB2886  HISTORY     - 1972     MONUMENTED       NGS
 CB2886  HISTORY     - 20030627 GOOD             NJGS
 CB2886  HISTORY     - 20071101 GOOD             NGS
 CB2886
 CB2886                          STATION DESCRIPTION
 CB2886
 CB2886'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 CB2886'THE STATION IS LOCATED IN PITTSGROVE TOWNSHIP ON THE EAST SIDE OF
 CB2886'STATE ROUTE 55 AT  MILEPOST 39.30, SET FLUSH WITH THE GROUND IN A
 CB2886'WOODED AREA WITHIN THE BOUNDARY OF THE  SOUTHEAST CLOVERLEAF OF THE
 CB2886'INTERSECTION OF STATE ROUTE 55 WITH U.S. HIGHWAY 40.
 CB2886'
 CB2886'THE STATION IS 0.25 M (0.8 FT) NORTH NORTHEAST FROM A METAL WITNESS
 CB2886'POST WITH SIGN  ATTACHED.
 CB2886
 CB2886                          STATION RECOVERY (2007)
 CB2886
 CB2886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DRD)
 CB2886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 CB2887 ***********************************************************************
 CB2887  DESIGNATION -  PORCHTOWN 2 RM 4
 CB2887  PID         -  CB2887
 CB2887  STATE/COUNTY-  NJ/GLOUCESTER
 CB2887  COUNTRY     -  US
 CB2887  USGS QUAD   -  NEWFIELD (2019)
 CB2887
 CB2887                         *CURRENT SURVEY CONTROL
 CB2887  ______________________________________________________________________
 CB2887* NAD 83(1986) POSITION- 39 34 48.08   (N) 075 04 16.57   (W)   HD_HELD1
 CB2887* NAVD 88 ORTHO HEIGHT -    30.260 (meters)       99.28  (feet) ADJUSTED
 CB2887  ______________________________________________________________________
 CB2887  GEOID HEIGHT    -        -33.596 (meters)                     GEOID18
 CB2887  DYNAMIC HEIGHT  -         30.245 (meters)       99.23  (feet) COMP
 CB2887  MODELED GRAVITY -    980,117.9   (mgal)                       NAVD 88
 CB2887
 CB2887  VERT ORDER      -  FIRST     CLASS II
 CB2887
 CB2887.The horizontal coordinates were determined by differentially corrected
 CB2887.hand held GPS observations or other comparable positioning techniques
 CB2887.and have an estimated accuracy of +/- 3 meters.
 CB2887
 CB2887.The orthometric height was determined by differential leveling and
 CB2887.adjusted by the NATIONAL GEODETIC SURVEY
 CB2887.in June 2007.
 CB2887
 CB2887.No vertical observational check was made to the station.
 CB2887
 CB2887.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2887.GEOID18 height accuracy estimate available here.
 CB2887
 CB2887.Click photographs - Photos may exist for this station.
 CB2887
 CB2887.The dynamic height is computed by dividing the NAVD 88
 CB2887.geopotential number by the normal gravity value computed on the
 CB2887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2887.degrees latitude (g = 980.6199 gals.).
 CB2887
 CB2887.The modeled gravity was interpolated from observed gravity values.
 CB2887
 CB2887;                    North         East    Units  Estimated Accuracy
 CB2887;SPC NJ       -    83,044.6     100,924.3     MT  (+/- 3 meters HH1 GPS) 
 CB2887
 CB2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9387981147(NAD 83)
 CB2887
 CB2887                          SUPERSEDED SURVEY CONTROL
 CB2887
 CB2887.No superseded survey control is available for this station.
 CB2887
 CB2887_MARKER: DR = REFERENCE MARK DISK
 CB2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2887_STAMPING: PORCHTOWN 2 NO 4 1972
 CB2887_MARK LOGO: NGS
 CB2887_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2887+STABILITY: SURFACE MOTION
 CB2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB2887+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 CB2887
 CB2887  HISTORY     - Date     Condition        Report By
 CB2887  HISTORY     - 1972     MONUMENTED       NGS
 CB2887  HISTORY     - 20030627 GOOD             NJGS
 CB2887  HISTORY     - 20071101 GOOD             NGS
 CB2887
 CB2887                          STATION DESCRIPTION
 CB2887
 CB2887'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 CB2887'THE STATION IS LOCATED IN PITTSGROVE TOWNSHIP ON THE EAST SIDE OF
 CB2887'STATE ROUTE 55 AT  MILEPOST 39.30, SET FLUSH WITH THE GROUND IN A
 CB2887'WOODED AREA WITHIN THE BOUNDARY OF THE  SOUTHEAST CLOVERLEAF OF THE
 CB2887'INTERSECTION OF STATE ROUTE 55 AND U.S. HIGHWAY 40.
 CB2887'
 CB2887'THE STATION IS 0.25 M (0.8 FT) NORTH NORTHEAST FROM A METAL WITNESS
 CB2887'POST WITH SIGN  ATTACHED.
 CB2887
 CB2887                          STATION RECOVERY (2007)
 CB2887
 CB2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DRD)
 CB2887'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = JULY 24, 2026 22:12:30 EDT
 JU2860 ***********************************************************************
 JU2860  DESIGNATION -  PORK
 JU2860  PID         -  JU2860
 JU2860  STATE/COUNTY-  NJ/ATLANTIC
 JU2860  COUNTRY     -  US
 JU2860  USGS QUAD   -  OCEAN CITY (2019)
 JU2860
 JU2860                         *CURRENT SURVEY CONTROL
 JU2860  ______________________________________________________________________
 JU2860* NAD 83(1996) POSITION- 39 20 15.15069(N) 074 30 59.90626(W)   ADJUSTED
 JU2860* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU2860  ______________________________________________________________________
 JU2860  GEOID HEIGHT    -        -34.425 (meters)                     GEOID18
 JU2860  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 JU2860  HORZ ORDER      -  THIRD
 JU2860
 JU2860.